














                                  SURVEY CONTROL DATA
                                
                             STATE=WA
                             [OCTOBER  5, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5505 ***********************************************************************
 AC5505  DESIGNATION -  0+00 250L
 AC5505  PID         -  AC5505
 AC5505  STATE/COUNTY-  WA/SPOKANE
 AC5505  USGS QUAD   -  AIRWAY HEIGHTS (1986)
 AC5505
 AC5505                         *CURRENT SURVEY CONTROL
 AC5505  ___________________________________________________________________
 AC5505* NAD 83(1998)-  47 37 45.08891(N)    117 31 11.53447(W)     ADJUSTED  
 AC5505* NAVD 88     -       707.9    (meters)    2323.     (feet)  GPS OBS   
 AC5505  ___________________________________________________________________
 AC5505  X           -  -1,989,952.334 (meters)                     COMP
 AC5505  Y           -  -3,819,428.178 (meters)                     COMP
 AC5505  Z           -   4,689,699.258 (meters)                     COMP
 AC5505  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 AC5505  ELLIP HEIGHT-         689.58  (meters)          (09/27/01) GPS OBS
 AC5505  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 AC5505
 AC5505  HORZ ORDER  -  THIRD
 AC5505  ELLP ORDER  -  FOURTH    CLASS I
 AC5505
 AC5505.This mark is at Spokane Intl Airport (GEG)
 AC5505
 AC5505.The horizontal coordinates were established by GPS observations
 AC5505.and adjusted by the National Geodetic Survey in September 2001..
 AC5505.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5505.DATUM ITEM on the data sheet items page.
 AC5505
 AC5505.The orthometric height was determined by GPS observations and a
 AC5505.high-resolution geoid model.
 AC5505
 AC5505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5505
 AC5505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5505
 AC5505.The ellipsoidal height was determined by GPS observations
 AC5505.and is referenced to NAD 83.
 AC5505
 AC5505.The geoid height was determined by GEOID03.
 AC5505
 AC5505;                    North         East     Units Scale Factor Converg.
 AC5505;SPC WA N     -    75,315.028   748,952.718   MT  0.99997841   +2 28 01.0
 AC5505;SPC WA N     -   247,096.05  2,457,189.04   sFT  0.99997841   +2 28 01.0
 AC5505;UTM  11      - 5,275,218.632   460,942.953   MT  0.99961875   -0 23 02.7
 AC5505
 AC5505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5505!SPC WA N     -   0.99989193  x   0.99997841  =   0.99987034
 AC5505!UTM  11      -   0.99989193  x   0.99961875  =   0.99951072
 AC5505
 AC5505                          SUPERSEDED SURVEY CONTROL
 AC5505
 AC5505  NAD 83(1991)-  47 37 45.08876(N)    117 31 11.53555(W) AD(       ) 3
 AC5505  ELLIP H (06/15/99)  689.61   (m)                       GP(       ) 4 1
 AC5505
 AC5505.Superseded values are not recommended for survey control.
 AC5505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5505.See file dsdata.txt to determine how the superseded data were derived.
 AC5505
 AC5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN6094375219(NAD 83)
 AC5505_MARKER: DD = SURVEY DISK
 AC5505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5505_STAMPING: 0+00 250L 57
 AC5505_MARK LOGO: USE   
 AC5505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5505+STABILITY: SURFACE MOTION
 AC5505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5505+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1997
 AC5505
 AC5505  HISTORY     - Date     Condition        Report By
 AC5505  HISTORY     - 1957     MONUMENTED       CGS
 AC5505  HISTORY     - 19860815 GOOD             NGS
 AC5505  HISTORY     - 19960726 GOOD             CHANCE
 AC5505  HISTORY     - 19970809 GOOD             NGS
 AC5505
 AC5505                          STATION DESCRIPTION
 AC5505
 AC5505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (RAH)
 AC5505'THIS STATION IS LOCATED IN THE NORTHEASTERN SECTION OF THE SPOKANE
 AC5505'INTL AIRPORT, IN A TRIANGULAR GRASS AREA FORMED BY THREE TAXIWAYS. IT
 AC5505'IS 118.2 FT (36.0 M) EAST OF A TAXIWAY LIGHT AT THE JUNCTION OF TWO
 AC5505'TAXIWAYS, 70.7 FT (21.5 M) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY.  A
 AC5505'STANDARD CORPS OF ENGINEERS DISK SET IN THE TOP OF A 6 INCH CONCRETE
 AC5505'POST PROJECTING 2 INCHES AND STAMPED 0+00 250L 57.
 AC5505
 AC5505                          STATION RECOVERY (1996)
 AC5505
 AC5505'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5505'THE STATION IS LOCATED ABOUT 23 MILES (37.0 KM) SOUTH OF DEER PARK,
 AC5505'22.5 MILES (36.2 KM) WEST OF THE WASHINGTON - IDAHO STATE LINE, 6
 AC5505'MILES (9.7 KM) WEST OF SPOKANE AT THE SPOKANE INTERNATIONAL AIRPORT,
 AC5505'DENNIS LOCKE - AIRPORT OPERATIONS, PHONE 509-455-6418  TO REACH THE
 AC5505'STATION FROM THE JUNCTION OF INTERSTAE 90 AND US HIGHWAY 2 WEST OF
 AC5505'SPOKANE, PROCEED NORTH ON US HIGHWAY 2 1.05 MILES (1.69 KM) TO THE
 AC5505'AIRPORT ROAD EXIT, EXIT AND PROCEED WEST 2.0 MILES (3.2 KM) TO A
 AC5505'THREE-WAY STOP AND POST OFFICE ROAD ON THE LEFT, TURN LEFT AND PROCEED
 AC5505'SOUTH ON POST OFFICE ROAD 0.1 MILES (0.2 KM) TO AVIATION AVENUE, TURN
 AC5505'RIGHT AND PROCEED EAST ON AVIATION AVENUE 0.05 MILES (0.08 KM) TO A
 AC5505'LOCKED GATE, OBTAIN PERMISSION AND PROCEED EAST THROUGH THE GATE 0.1
 AC5505'MILES (0.2 KM) TO AN ABANDONED RUNWAY, TURN RIGHT AND PROCEED SOUTH ON
 AC5505'THE ABANDONED RUNWAY, 0.2 MILES (0.3 KM) TO TAXIWAY A AT THE JUNCTION
 AC5505'WITH TAXIWAYS F AND A7, TURN LEFT AND PROCEED NORTHEAST AND EAST 0.5
 AC5505'MILES (0.8 KM) ON TAXIWAY A TO THE NORTHEAST END OF THE RUNWAY PROCEED
 AC5505'SOUTHEAST 0.1 MILES (0.2 KM) ACROSS THE END OF THE RUNWAY ONTO TAXIWAY
 AC5505'G, FOLLOW TAXIWAY G SOUTHWEST 0.2 MILES (0.3 KM) TO THE STATION ON THE
 AC5505'RIGHT BETWEEN THE TAXIWAY AND THE RUNWAY  THE STATION IS A STANDARD US
 AC5505'COAST AND GEODETIC SURVEY BENCHMARK DISK SET IN THE TOP OF A SQUARE
 AC5505'CONCRETE POST, SET FLUSH WITH THE SURFACE.  THE STATION IS LOCATED
 AC5505'63.25 M (207.51 FT) NORTHWEST OF THE WEST EDGE OF TAXIWAY G, 60.50 M
 AC5505'(198.49 FT) NORTHWEST OF THE 4TH TAXI LIGHT SOUTH OF THE NORTH END OF
 AC5505'THE INFIELD TRIANGLE, 40.30 M (132.22 FT) EAST OF THE V-JUNCTION OF
 AC5505'THE TWO DIAGONAL TAXIWAYS, 21.80 M (71.52 FT) SOUTHEAST OF THE
 AC5505'SOUTHERN EDGE OF THE NORTHERN DIAGONAL TAXIWAY AND 32.95 M (108.10 FT)
 AC5505'EAST OF THE CENTER OF A ROUND DRAIN INLET
 AC5505
 AC5505                          STATION RECOVERY (1997)
 AC5505
 AC5505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC5505'THE STATION IS LOCATED AT SPOKANE INTL AIRPORT ALONG THE SOUTHEAST
 AC5505'EDGE AND NEAR THE NORTHEAST END OF RUNWAY 3-21 IN A TRIANGLE FORMED BY
 AC5505'2 CLOSED TAXIWAYS AND TAXIWAY G.  OWNERSHIP--CITY/COUNTY OF SPOKANE,
 AC5505'DENNIS LOCKE, DIRECTOR OF AIRPORT OPERATIONS, P O BOX 19186, SPOKANE,
 AC5505'WA 99219.  THE PHONE NUMBER IS (509) 455-6418.  TO REACH THE STATION
 AC5505'FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 90 AND GROVE ROAD ON
 AC5505'THE WEST SIDE OF SPOKANE, GO NORTHWEST FOR 0.15 MI (0.24 KM) ON GROVE
 AC5505'ROAD TO THE INTERSECTION WITH GEIGER BOULEVARD, CROSS THROUGH THE
 AC5505'INTERSECTION AND GO WESTERLY FOR 0.3 MI (0.5 KM) ON WILL D ALTON LANE
 AC5505'TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY FOR 1.0 MI (1.6
 AC5505'KM) ON SPOTTED ROAD TO A PAVED DRIVE LEFT LEADING TO AIRPORT SECURITY
 AC5505'GATE 25.  TURN LEFT AND GO WESTERLY FOR 0.1 MI (0.2 KM) PASSING
 AC5505'THROUGH THE SECURITY GATE TO THE AIRPORT PERIMETER ROAD.  TURN RIGHT
 AC5505'AND GO WESTERLY FOR 0.5 MI (0.8 KM) ALONG THE PERIMETER ROAD TO THE
 AC5505'FEDEX RAMP AND TAXIWAY A7 ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON
 AC5505'TAXIWAY A7 FOR 100-FEET TO THE INTERSECTION WITH PARALLEL TAXIWAY A.
 AC5505'TURN LEFT AND GO NORTHEAST FOR 0.5 MI (0.8 KM) ON TAXIWAY A TO RUNWAY
 AC5505'END 31, CONTINUE SOUTHEAST FOR 0.1 MI (0.2 KM) ON TAXIWAY A CROSSING
 AC5505'RUNWAY END 31 TO TAXIWAY G, CONTINUE SOUTHEAST THEN SOUTHWEST FOR 0.2
 AC5505'MI (0.3 KM) ALONG TAXIWAY G TO THE STATION RIGHT IN AN INFIELD
 AC5505'TRIANGLE FORMED BY TAXIWAY G AND 2 CLOSED TAXIWAYS.  THE STATION IS
 AC5505'LOCATED 63.3 M (207.7 FT) NORTHWEST OF THE NORTHWEST EDGE OF TAXIWAY
 AC5505'G, 60.5 M (198.5 FT) NORTHWEST OF THE 4TH TAXIWAY LIGHT SOUTHWEST OF
 AC5505'THE EAST CORNER OF THE INFIELD TRIANGLE, 40.3 M (132.2 FT) EAST OF THE
 AC5505'INTERSECTION OF THE 2 CLOSED TAXIWAYS, 21.8 M (71.5 FT) SOUTH OF THE
 AC5505'SOUTH EDGE OF THE EASTERN MOST CLOSED TAXIWAY, AND 33.0 M (108.3 FT)
 AC5505'EAST OF THE CENTER OF A ROUND DRAIN COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5904 ***********************************************************************
 AA5904  DESIGNATION -  0001 1992
 AA5904  PID         -  AA5904
 AA5904  STATE/COUNTY-  WA/KITTITAS
 AA5904  USGS QUAD   -  STAMPEDE PASS (1989)
 AA5904
 AA5904                         *CURRENT SURVEY CONTROL
 AA5904  ___________________________________________________________________
 AA5904* NAD 83(1998)-  47 15 36.51624(N)    121 17 21.01795(W)     ADJUSTED  
 AA5904* NAVD 88     -       721.3    (meters)    2366.     (feet)  GPS OBS   
 AA5904  ___________________________________________________________________
 AA5904  X           -  -2,252,437.277 (meters)                     COMP
 AA5904  Y           -  -3,706,186.205 (meters)                     COMP
 AA5904  Z           -   4,661,956.245 (meters)                     COMP
 AA5904  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 AA5904  ELLIP HEIGHT-         701.83  (meters)          (07/05/01) GPS OBS
 AA5904  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 AA5904
 AA5904  HORZ ORDER  -  FIRST
 AA5904  ELLP ORDER  -  FOURTH    CLASS II
 AA5904
 AA5904.The horizontal coordinates were established by GPS observations
 AA5904.and adjusted by the National Geodetic Survey in July 2001..
 AA5904.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5904.DATUM ITEM on the data sheet items page.
 AA5904
 AA5904.The orthometric height was determined by GPS observations and a
 AA5904.high-resolution geoid model.
 AA5904
 AA5904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5904
 AA5904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5904
 AA5904.The ellipsoidal height was determined by GPS observations
 AA5904.and is referenced to NAD 83.
 AA5904
 AA5904.The geoid height was determined by GEOID03.
 AA5904
 AA5904;                    North         East     Units Scale Factor Converg.
 AA5904;SPC WA S     -   214,471.846   440,272.659   MT  0.99998408   -0 34 23.7
 AA5904;SPC WA S     -   703,646.38  1,444,461.22   sFT  0.99998408   -0 34 23.7
 AA5904;UTM  10      - 5,235,493.004   629,432.563   MT  0.99980589   +1 15 24.0
 AA5904
 AA5904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5904!SPC WA S     -   0.99989000  x   0.99998408  =   0.99987409
 AA5904!UTM  10      -   0.99989000  x   0.99980589  =   0.99969591
 AA5904
 AA5904                          SUPERSEDED SURVEY CONTROL
 AA5904
 AA5904  NAD 83(1991)-  47 15 36.51443(N)    121 17 21.01958(W) AD(       ) 1
 AA5904  ELLIP H (06/21/95)  701.99   (m)                       GP(       ) 4 2
 AA5904
 AA5904.Superseded values are not recommended for survey control.
 AA5904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5904.See file dsdata.txt to determine how the superseded data were derived.
 AA5904
 AA5904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT2943335493(NAD 83)
 AA5904_MARKER: DD = SURVEY DISK
 AA5904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5904_STAMPING: 0001 1992
 AA5904_MARK LOGO: WA-039
 AA5904_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5904+STABILITY: SURFACE MOTION
 AA5904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5904+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5904
 AA5904  HISTORY     - Date     Condition        Report By
 AA5904  HISTORY     - 1992     MONUMENTED       WADT
 AA5904
 AA5904                          STATION DESCRIPTION
 AA5904
 AA5904'DESCRIBED BY WA DEPT OF TRANSP 1992
 AA5904'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5904'10.0 MI (16.1 KM) SOUTHEAST OF THE VILLAGE OF HYAK, AND 5.5 MI (8.9
 AA5904'KM) NORTHWEST OF THE VILLAGE OF EASTON.  TO REACH THE STATION FROM THE
 AA5904'JUNCTION OF I.S. 90 AND STAMPEDE PASS INTERCHANGE (EXIT 62), PROCEED
 AA5904'SOUTH ON STAMPEDE PASS ROAD (MP 63) FOR 1.35 MI. TURN LEFT AND PASS
 AA5904'THROUGH A WHITE GATE, (KEY MAY BE OBTAINED AT EASTON STATE PARK
 AA5904'(509)656-2586), PROCEED EAST FOR 3.50 MI (5.63 KM) ON OLD RAILROAD
 AA5904'GRADE (JOHN WAYNE TRAIL) TO THE STATION ON THE LEFT AT MILEAGE 2103.7.
 AA5904'THE STATION IS A COUNTY OF KITTITAS BRASS SURVEY DISK STAMPED "0001
 AA5904'1992", AND SET INTO THE TOP OF AN 8 INCH DIAMETER CONCRETE MONUMENT
 AA5904'PROJECTING 2 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 26.5 FT
 AA5904'(8.1 M) NORTHEAST OF THE CENTERLINE OF OLD RAILROAD BED, 18.9 FT (5.8
 AA5904'M) SOUTH OF POWER POLE, 14.0 FT (4.3 M) EAST OF GUY WIRE ANCHOR, AND
 AA5904'1.5 FT (0.5 M) SOUTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5905 ***********************************************************************
 AA5905  DESIGNATION -  0002 1992
 AA5905  PID         -  AA5905
 AA5905  STATE/COUNTY-  WA/KITTITAS
 AA5905  USGS QUAD   -  CLE ELUM LAKE (1989)
 AA5905
 AA5905                         *CURRENT SURVEY CONTROL
 AA5905  ___________________________________________________________________
 AA5905* NAD 83(1998)-  47 15 23.76779(N)    121 01 26.22600(W)     ADJUSTED  
 AA5905* NAVD 88     -      1067.1    (meters)    3501.     (feet)  GPS OBS   
 AA5905  ___________________________________________________________________
 AA5905  X           -  -2,235,527.561 (meters)                     COMP
 AA5905  Y           -  -3,717,022.087 (meters)                     COMP
 AA5905  Z           -   4,661,943.279 (meters)                     COMP
 AA5905  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 AA5905  ELLIP HEIGHT-        1048.05  (meters)          (07/05/01) GPS OBS
 AA5905  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 AA5905
 AA5905  HORZ ORDER  -  FIRST
 AA5905  ELLP ORDER  -  FOURTH    CLASS II
 AA5905
 AA5905.The horizontal coordinates were established by GPS observations
 AA5905.and adjusted by the National Geodetic Survey in July 2001..
 AA5905.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5905.DATUM ITEM on the data sheet items page.
 AA5905
 AA5905.The orthometric height was determined by GPS observations and a
 AA5905.high-resolution geoid model.
 AA5905
 AA5905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5905
 AA5905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5905
 AA5905.The ellipsoidal height was determined by GPS observations
 AA5905.and is referenced to NAD 83.
 AA5905
 AA5905.The geoid height was determined by GEOID03.
 AA5905
 AA5905;                    North         East     Units Scale Factor Converg.
 AA5905;SPC WA S     -   213,911.076   460,342.473   MT  0.99998335   -0 22 50.1
 AA5905;SPC WA S     -   701,806.59  1,510,306.93   sFT  0.99998335   -0 22 50.1
 AA5905;UTM  10      - 5,235,573.772   649,507.151   MT  0.99987471   +1 27 05.3
 AA5905
 AA5905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5905!SPC WA S     -   0.99983575  x   0.99998335  =   0.99981910
 AA5905!UTM  10      -   0.99983575  x   0.99987471  =   0.99971048
 AA5905
 AA5905                          SUPERSEDED SURVEY CONTROL
 AA5905
 AA5905  NAD 83(1991)-  47 15 23.76612(N)    121 01 26.22725(W) AD(       ) 1
 AA5905  ELLIP H (06/21/95) 1048.20   (m)                       GP(       ) 4 2
 AA5905
 AA5905.Superseded values are not recommended for survey control.
 AA5905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5905.See file dsdata.txt to determine how the superseded data were derived.
 AA5905
 AA5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4950735574(NAD 83)
 AA5905_MARKER: DD = SURVEY DISK
 AA5905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5905_STAMPING: 0002
 AA5905_MARK LOGO: WA-039
 AA5905_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5905+STABILITY: SURFACE MOTION
 AA5905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5905+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5905
 AA5905  HISTORY     - Date     Condition        Report By
 AA5905  HISTORY     - 1992     MONUMENTED       WADT
 AA5905
 AA5905                          STATION DESCRIPTION
 AA5905
 AA5905'DESCRIBED BY WA DEPT OF TRANSP 1992
 AA5905'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5905'1.7 MI (2.7 KM) NORTH OF THE TOWN OF RONALD, AND 7.0 MI (11.3 KM)
 AA5905'NORTHEAST OF THE VILLAGE OF EASTON.  TO REACH THE STATION FROM THE
 AA5905'INTERSECTION OF SR 903 AND PATRICK MINE ROAD IN RONALD, PROCEED
 AA5905'NORTHEAST ON PATRICK MINE ROAD FOR 1.8 MI (2.9 KM)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5907 ***********************************************************************
 AA5907  DESIGNATION -  0004 1992
 AA5907  PID         -  AA5907
 AA5907  STATE/COUNTY-  WA/KITTITAS
 AA5907  USGS QUAD   -  RED TOP MOUNTAIN (1989)
 AA5907
 AA5907                         *CURRENT SURVEY CONTROL
 AA5907  ___________________________________________________________________
 AA5907* NAD 83(1998)-  47 15 49.82159(N)    120 46 03.04531(W)     ADJUSTED  
 AA5907* NAVD 88     -      1283.2    (meters)    4210.     (feet)  GPS OBS   
 AA5907  ___________________________________________________________________
 AA5907  X           -  -2,218,641.640 (meters)                     COMP
 AA5907  Y           -  -3,726,608.620 (meters)                     COMP
 AA5907  Z           -   4,662,648.229 (meters)                     COMP
 AA5907  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 AA5907  ELLIP HEIGHT-        1264.26  (meters)          (07/05/01) GPS OBS
 AA5907  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 AA5907
 AA5907  HORZ ORDER  -  FIRST
 AA5907  ELLP ORDER  -  FOURTH    CLASS II
 AA5907
 AA5907.The horizontal coordinates were established by GPS observations
 AA5907.and adjusted by the National Geodetic Survey in July 2001..
 AA5907.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5907.DATUM ITEM on the data sheet items page.
 AA5907
 AA5907.The orthometric height was determined by GPS observations and a
 AA5907.high-resolution geoid model.
 AA5907
 AA5907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5907
 AA5907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5907
 AA5907.The ellipsoidal height was determined by GPS observations
 AA5907.and is referenced to NAD 83.
 AA5907
 AA5907.The geoid height was determined by GEOID03.
 AA5907
 AA5907;                    North         East     Units Scale Factor Converg.
 AA5907;SPC WA S     -   214,618.277   479,754.783   MT  0.99998484   -0 11 39.6
 AA5907;SPC WA S     -   704,126.80  1,573,995.48   sFT  0.99998484   -0 11 39.6
 AA5907;UTM  10      - 5,236,901.530   668,885.501   MT  0.99995054   +1 38 24.4
 AA5907
 AA5907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5907!SPC WA S     -   0.99980187  x   0.99998484  =   0.99978672
 AA5907!UTM  10      -   0.99980187  x   0.99995054  =   0.99975242
 AA5907
 AA5907                          SUPERSEDED SURVEY CONTROL
 AA5907
 AA5907  NAD 83(1991)-  47 15 49.82010(N)    120 46 03.04602(W) AD(       ) 1
 AA5907  ELLIP H (06/21/95) 1264.40   (m)                       GP(       ) 4 2
 AA5907
 AA5907.Superseded values are not recommended for survey control.
 AA5907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5907.See file dsdata.txt to determine how the superseded data were derived.
 AA5907
 AA5907_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6888636902(NAD 83)
 AA5907_MARKER: DD = SURVEY DISK
 AA5907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5907_STAMPING: 0004
 AA5907_MARK LOGO: WA-039
 AA5907_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5907+STABILITY: SURFACE MOTION
 AA5907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5907+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5907
 AA5907  HISTORY     - Date     Condition        Report By
 AA5907  HISTORY     - 1992     MONUMENTED       WADT
 AA5907
 AA5907                          STATION DESCRIPTION
 AA5907
 AA5907'DESCRIBED BY WA DEPT OF TRANSP 1992
 AA5907'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5907'14.0 MI (22.5 KM) NORTHWEST OF THE VILLAGE OF THORP, AND 10.0 MI (16.1
 AA5907'KM) NORTHEAST OF THE TOWN OF ROSLYN. TO REACH THE STATION FROM THE
 AA5907'JUNCTION OF SR 97 AND SR 970, PROCEED WEST ON SR 970 FOR 3.65 MI (5.87
 AA5907'KM) TO THE INTERSECTION WITH TEANAWAY ROAD. TURN RIGHT AND PROCEED
 AA5907'NORTHWEST ON TEANAWAY ROAD FOR 2.65 MI (4.26 KM) TO A SIDE ROAD ON THE
 AA5907'RIGHT WITH A LOCKED GATE (KEY FROM BOISE CASCADE). TURN RIGHT AND
 AA5907'PROCEED THROUGH THE GATE AND CONTINUE NORTHWEST FOR 5.5 MI (8.9 KM) ON
 AA5907'A LOGGING ROAD WINDING UP HILL, FOLLOWING MAIN ROAD ONTO TEANEWAY
 AA5907'RIDGE, TO A SWITCHBACK AND THE STATION ON THE RIGHT. THE STATION IS A
 AA5907'KITTITAS COUNTY BRASS DISK STAMPED "0004", AND SET INTO THE TOP OF A
 AA5907'16 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH GROUND LEVEL. THE DISK
 AA5907'IS LOCATED 145.0 FT (44.2 M) EAST OF CENTERLINE OF LOGGING ROAD, 33.0
 AA5907'FT (10.1 M) SOUTHEAST OF A 4.0 FT (1.2 M) DIAMETER FIR STUMP, AND 73.4
 AA5907'FT (22.4 M) SOUTH OF A 4.O FT DIAMETER FIR STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5908 ***********************************************************************
 AA5908  DESIGNATION -  0005 1974
 AA5908  PID         -  AA5908
 AA5908  STATE/COUNTY-  WA/KITTITAS
 AA5908  USGS QUAD   -  LIBERTY (1989)
 AA5908
 AA5908                         *CURRENT SURVEY CONTROL
 AA5908  ___________________________________________________________________
 AA5908* NAD 83(1998)-  47 15 36.70927(N)    120 38 27.66308(W)     ADJUSTED  
 AA5908* NAVD 88     -      1056.4    (meters)    3466.     (feet)  GPS OBS   
 AA5908  ___________________________________________________________________
 AA5908  X           -  -2,210,481.992 (meters)                     COMP
 AA5908  Y           -  -3,731,621.311 (meters)                     COMP
 AA5908  Z           -   4,662,206.859 (meters)                     COMP
 AA5908  LAPLACE CORR-           7.41  (seconds)                    DEFLEC99
 AA5908  ELLIP HEIGHT-        1037.55  (meters)          (07/05/01) GPS OBS
 AA5908  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 AA5908
 AA5908  HORZ ORDER  -  FIRST
 AA5908  ELLP ORDER  -  FOURTH    CLASS II
 AA5908
 AA5908.The horizontal coordinates were established by GPS observations
 AA5908.and adjusted by the National Geodetic Survey in July 2001..
 AA5908.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5908.DATUM ITEM on the data sheet items page.
 AA5908
 AA5908.The orthometric height was determined by GPS observations and a
 AA5908.high-resolution geoid model.
 AA5908
 AA5908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5908
 AA5908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5908
 AA5908.The ellipsoidal height was determined by GPS observations
 AA5908.and is referenced to NAD 83.
 AA5908
 AA5908.The geoid height was determined by GEOID03.
 AA5908
 AA5908;                    North         East     Units Scale Factor Converg.
 AA5908;SPC WA S     -   214,188.556   489,327.126   MT  0.99998409   -0 06 08.8
 AA5908;SPC WA S     -   702,716.95  1,605,400.75   sFT  0.99998409   -0 06 08.8
 AA5908;UTM  10      - 5,236,778.539   678,466.565   MT  0.99999145   +1 43 58.8
 AA5908
 AA5908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5908!SPC WA S     -   0.99983740  x   0.99998409  =   0.99982149
 AA5908!UTM  10      -   0.99983740  x   0.99999145  =   0.99982885
 AA5908
 AA5908                          SUPERSEDED SURVEY CONTROL
 AA5908
 AA5908  NAD 83(1991)-  47 15 36.70781(N)    120 38 27.66365(W) AD(       ) 1
 AA5908  ELLIP H (06/21/95) 1037.68   (m)                       GP(       ) 4 2
 AA5908
 AA5908.Superseded values are not recommended for survey control.
 AA5908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5908.See file dsdata.txt to determine how the superseded data were derived.
 AA5908
 AA5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7846736779(NAD 83)
 AA5908_MARKER: DD = SURVEY DISK
 AA5908_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA5908_STAMPING: T21N R17E R18E S36 S31 1974
 AA5908_MARK LOGO: BLM   
 AA5908_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA5908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5908+SATELLITE: SATELLITE OBSERVATIONS - 1974
 AA5908
 AA5908  HISTORY     - Date     Condition        Report By
 AA5908  HISTORY     - 1974     MONUMENTED       BLM
 AA5908
 AA5908                          STATION DESCRIPTION
 AA5908
 AA5908'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1974
 AA5908'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5908'13.5 MI (21.7 KM) NORTH OF THE VILLAGE OF THORP, AND 13.0 MI (20.9 KM)
 AA5908'NORTHEAST OF THE TOWN OF CLE ELUM. TO REACH THE STATION FROM THE
 AA5908'JUNCTION OF SR 97 AND SR 970, PROCEED NORTH ON SR 97 FOR 3.2 MI (5.1
 AA5908'KM) TO LIBERTY ROAD. TURN RIGHT AND PROCEED EAST FOR 2.3 MI (3.7 KM)
 AA5908'TO HISTORIC COMMUNITY AT END OF COUNTY ROAD. CONTINUE STRAIGHT AHEAD
 AA5908'ON FOREST SERVICE ROAD 9718 FOR 0.95 MI (1.53 KM) TO A SIDE ROAD TO
 AA5908'THE RIGHT. TURN RIGHT AND PROCEED EAST ON FOREST SERVICE ROAD 116 FOR
 AA5908'0.2 MI (0.3 KM) TO A SIDE ROAD ON THE RIGHT. TURN RIGHT AND PROCEED
 AA5908'FOR 0.3 MI (0.5 KM) TO A Y INTERSECTION WITH F.R. 117 ON THE RIGHT.
 AA5908'TURN LEFT AND CONTINUE FOR 0.7 MI (1.1 KM) TO A Y INTERSECTION WITH
 AA5908'F.R. 122 ON THE RIGHT. TURN RIGHT AND PROCEED ON F.R. 122 FOR 0.4 MI
 AA5908'(0.6 KM) TO THE STATION ON THE RIGHT. THE STATION IS A BLM BRASS DISK
 AA5908'STAMPED "T21N R17E R18E S36 S31 1974", AND SET INTO THE TOP OF A 2.5
 AA5908'INCH DIAMETER PIPE. THE DISK IS LOCATED 126.0 FT (38.4 M) NORTH OF
 AA5908'CENTERLINE OF FOREST SERVICE ROAD 122, 15.6 FT (4.8 M) SOUTHWEST OF 10
 AA5908'INCH DIAMETER PINE STUMP, 23.6 FT (7.2 M) SOUTHEAST OF 10 INCH
 AA5908'DIAMETER STUMP WITH TREE TAG, AND 10 INCHES SOUTHWEST OF A METAL
 AA5908'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5909 ***********************************************************************
 AA5909  DESIGNATION -  0006 1992
 AA5909  PID         -  AA5909
 AA5909  STATE/COUNTY-  WA/KITTITAS
 AA5909  USGS QUAD   -  SWAUK PRAIRIE (1985)
 AA5909
 AA5909                         *CURRENT SURVEY CONTROL
 AA5909  ___________________________________________________________________
 AA5909* NAD 83(1998)-  47 10 31.70286(N)    120 38 44.07756(W)     ADJUSTED  
 AA5909* NAVD 88     -       959.4    (meters)    3148.     (feet)  GPS OBS   
 AA5909  ___________________________________________________________________
 AA5909  X           -  -2,214,269.574 (meters)                     COMP
 AA5909  Y           -  -3,737,337.019 (meters)                     COMP
 AA5909  Z           -   4,655,736.732 (meters)                     COMP
 AA5909  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 AA5909  ELLIP HEIGHT-         940.14  (meters)          (07/05/01) GPS OBS
 AA5909  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 AA5909
 AA5909  HORZ ORDER  -  FIRST
 AA5909  ELLP ORDER  -  FOURTH    CLASS II
 AA5909
 AA5909.The horizontal coordinates were established by GPS observations
 AA5909.and adjusted by the National Geodetic Survey in July 2001..
 AA5909.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5909.DATUM ITEM on the data sheet items page.
 AA5909
 AA5909.The orthometric height was determined by GPS observations and a
 AA5909.high-resolution geoid model.
 AA5909
 AA5909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5909
 AA5909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5909
 AA5909.The ellipsoidal height was determined by GPS observations
 AA5909.and is referenced to NAD 83.
 AA5909
 AA5909.The geoid height was determined by GEOID03.
 AA5909
 AA5909;                    North         East     Units Scale Factor Converg.
 AA5909;SPC WA S     -   204,770.229   488,964.652   MT  0.99996771   -0 06 20.7
 AA5909;SPC WA S     -   671,816.99  1,604,211.53   sFT  0.99996771   -0 06 20.7
 AA5909;UTM  10      - 5,227,353.288   678,405.736   MT  0.99999119   +1 43 38.2
 AA5909
 AA5909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5909!SPC WA S     -   0.99985266  x   0.99996771  =   0.99982037
 AA5909!UTM  10      -   0.99985266  x   0.99999119  =   0.99984385
 AA5909
 AA5909                          SUPERSEDED SURVEY CONTROL
 AA5909
 AA5909  NAD 83(1991)-  47 10 31.70143(N)    120 38 44.07799(W) AD(       ) 1
 AA5909  ELLIP H (06/21/95)  940.26   (m)                       GP(       ) 4 2
 AA5909
 AA5909.Superseded values are not recommended for survey control.
 AA5909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5909.See file dsdata.txt to determine how the superseded data were derived.
 AA5909
 AA5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7840627353(NAD 83)
 AA5909_MARKER: DD = SURVEY DISK
 AA5909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5909_STAMPING: T20NR17ES36-T20NR18ES31-T19NR17ES1-T19NR18ES6
 AA5909_MARK LOGO: WADNR 
 AA5909_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AA5909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5909+STABILITY: SURFACE MOTION
 AA5909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5909+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5909
 AA5909  HISTORY     - Date     Condition        Report By
 AA5909  HISTORY     - 1991     MONUMENTED       WADNR
 AA5909
 AA5909                          STATION DESCRIPTION
 AA5909
 AA5909'DESCRIBED BY WA DEPT OF NAT RES 1991
 AA5909'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5909'7.5 MI (12.1 KM) NORTH OF THE VILLAGE OF THORP, AND 13.0 MI (20.9 KM)
 AA5909'EAST OF THE TOWN OF CLE ELUM. TO REACH THE STATION FROM THE JUNCTION
 AA5909'OF SR 97 AND SR 970, PROCEED SOUTH ON SR 97 FOR 8.15 MI (13.12 KM) TO
 AA5909'SMITHSON ROAD ON THE LEFT. TURN LEFT AND PROCEED EAST ON SMITHSON ROAD
 AA5909'FOR 3.0 MI (4.8 KM) TO L. GREEN CANYON ROAD. TURN LEFT AND PROCEED
 AA5909'NORTH ON L. GREEN CANYON ROAD FOR 1.1 MI (1.8 KM) TO A 'T'
 AA5909'INTERSECTION WITH REECER CREEK ROAD. TURN LEFT AND PROCEED WEST AND
 AA5909'THEN NORTH ON REECER CREEK ROAD FOR 2.5 MI (4.0 KM) TO U. GREEN CANYON
 AA5909'ROAD ON THE LEFT. TURN LEFT AND PROCEED NORTHWEST ON U. GREEN CANYON
 AA5909'ROAD FOR 1.65 MI (2.66 KM) TO THE END OF COUNTY ROAD. FROM THE
 AA5909'INTERSECTION OF HWY 97 AND SMITHSON ROAD TRAVEL EAST FOR 2.7 MI (4.3
 AA5909'KM) TO LOWER CANYON ROAD. TURN LEFT AND TRAVEL 1.0 MI (1.6 KM) TO T
 AA5909'INTERSECTION WITH REECER ROAD. TURN LEFT AND GO 2.4 MI (3.9 KM) TO
 AA5909'UPPER CANYON ROAD ON LEFT. TURN LEFT AND GO 1.5 MI (2.4 KM) ALONG
 AA5909'UPPER CANYON ROAD TO GREEN CANYON RANCH AND END OF COUNTY ROAD. TURN
 AA5909'LEFT AND GO 0.2 MI (0.3 KM) TO FORK. BEAR   RIGHT AND CONTINUE 0.4 MI
 AA5909'(0.6 KM) TO FORK, BEAR LEFT AND CONTINUE 0.4 MI (0.6 KM) TO FORK. BEAR
 AA5909'RIGHT AND CONTINUE 0.2 MI (0.3 KM) TO GATE AND STATION ON THE LEFT.
 AA5909'THE STATION IS A DNR BRASS DISK STAMPED
 AA5909'"T20N,R17E,SEC36-T20N,R18E,SEC31-T19N,R17E,SEC1-T19N,R18E,SEC6", AND
 AA5909'SET INTO THE TOP OF A 3 INCH DIAMETER CONCRETE MONUMENT PROJECTING 12
 AA5909'INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 7.9 FT (2.4 M) SOUTH OF
 AA5909'WESTERN MOST GATE POST, AND 31.7 FT (9.7 M) SOUTHWEST OF EASTERN MOST
 AA5909'GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5910 ***********************************************************************
 AA5910  DESIGNATION -  0007 1992
 AA5910  PID         -  AA5910
 AA5910  STATE/COUNTY-  WA/KITTITAS
 AA5910  USGS QUAD   -  TEANAWAY (1985)
 AA5910
 AA5910                         *CURRENT SURVEY CONTROL
 AA5910  ___________________________________________________________________
 AA5910* NAD 83(1998)-  47 10 33.31255(N)    120 46 16.69968(W)     ADJUSTED  
 AA5910* NAVD 88     -      1051.5    (meters)    3450.     (feet)  GPS OBS   
 AA5910  ___________________________________________________________________
 AA5910  X           -  -2,222,478.684 (meters)                     COMP
 AA5910  Y           -  -3,732,491.479 (meters)                     COMP
 AA5910  Z           -   4,655,837.990 (meters)                     COMP
 AA5910  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AA5910  ELLIP HEIGHT-        1032.12  (meters)          (07/05/01) GPS OBS
 AA5910  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 AA5910
 AA5910  HORZ ORDER  -  FIRST
 AA5910  ELLP ORDER  -  FOURTH    CLASS II
 AA5910
 AA5910.The horizontal coordinates were established by GPS observations
 AA5910.and adjusted by the National Geodetic Survey in July 2001..
 AA5910.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5910.DATUM ITEM on the data sheet items page.
 AA5910
 AA5910.The orthometric height was determined by GPS observations and a
 AA5910.high-resolution geoid model.
 AA5910
 AA5910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5910
 AA5910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5910
 AA5910.The ellipsoidal height was determined by GPS observations
 AA5910.and is referenced to NAD 83.
 AA5910
 AA5910.The geoid height was determined by GEOID03.
 AA5910
 AA5910;                    North         East     Units Scale Factor Converg.
 AA5910;SPC WA S     -   204,845.123   479,434.121   MT  0.99996779   -0 11 49.5
 AA5910;SPC WA S     -   672,062.71  1,572,943.45   sFT  0.99996779   -0 11 49.5
 AA5910;UTM  10      - 5,227,123.370   668,877.656   MT  0.99995052   +1 38 06.0
 AA5910
 AA5910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5910!SPC WA S     -   0.99983824  x   0.99996779  =   0.99980604
 AA5910!UTM  10      -   0.99983824  x   0.99995052  =   0.99978877
 AA5910
 AA5910                          SUPERSEDED SURVEY CONTROL
 AA5910
 AA5910  NAD 83(1991)-  47 10 33.31110(N)    120 46 16.70029(W) AD(       ) 1
 AA5910  ELLIP H (06/21/95) 1032.25   (m)                       GP(       ) 4 2
 AA5910
 AA5910.Superseded values are not recommended for survey control.
 AA5910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5910.See file dsdata.txt to determine how the superseded data were derived.
 AA5910
 AA5910_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6887827123(NAD 83)
 AA5910_MARKER: DD = SURVEY DISK
 AA5910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5910_STAMPING: 0007
 AA5910_MARK LOGO: WA-039
 AA5910_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5910+STABILITY: SURFACE MOTION
 AA5910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5910+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5910
 AA5910  HISTORY     - Date     Condition        Report By
 AA5910  HISTORY     - 1992     MONUMENTED       WADT
 AA5910
 AA5910                          STATION DESCRIPTION
 AA5910
 AA5910'DESCRIBED BY WA DEPT OF TRANSP 1992
 AA5910'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5910'7.0 MI (11.3 KM) EAST OF THE TOWN OF CLE ELUM, AND 9.0 MI (14.5 KM)
 AA5910'NORTHWEST OF THE VILLAGE OF THORP. TO REACH THE STATION FROM THE
 AA5910'JUNCTION OF SR 97 AND SR 970, PROCEED SOUTHWEST ON SR 970 FOR 2.3 MI
 AA5910'(3.7 KM) TO HIDDEN VALLEY ROAD. TURN LEFT AND PROCEED SOUTH ON HIDDEN
 AA5910'VALLEY ROAD FOR 1.0 MILES (1.6 KM) TO A 'Y' INTERSECTION. TAKE RIGHT
 AA5910'FORK (EMERICK ROAD) FOR 0.7 MI (1.1 KM) TO END OF COUNTY ROAD,
 AA5910'CONTINUE FOR 0.35 MI (0.56 KM) TO 'Y' INTERSECTION. TAKE A LEFT FORK
 AA5910'FOR 100 FT (30.5 M) TO ANOTHER 'Y' INTERSECTION. BEAR RIGHT FOR 0.2 MI
 AA5910'(0.3 KM) TO GATE. PASS THROUGH GATE AND GO 0.1 MI (0.2 KM) TO 'Y'
 AA5910'INTERSECTION. BEAR LEFT AND GO 0.3 MI (0.5 KM) TO TRACK ROAD ON LEFT.
 AA5910'CONTINUE ON MAIN ROAD FOR 0.5 MI (0.8 KM) TO 'Y' INTERSECTION. BEAR
 AA5910'LEFT AND GO 0.1 MI (0.2 KM) TO ROAD ON LEFT. CONTINUE STRAIGHT FOR 0.2
 AA5910'MI (0.3 KM) TO ROAD AND GATE ON RIGHT. CONTINUE STRAIGHT FOR 0.3 MI
 AA5910'(0.5 KM) TO TRACK ROAD ON LEFT. CONTINUE STRAIGHT 0.5 MI (0.8 KM) TO
 AA5910'TRACK ROAD ON LEFT. CONTINUE STRAIGHT 0.1 MI (0.2 KM) TO TRACK ROAD ON
 AA5910'LEFT. CONTINUE STRAIGHT 0.2 MI (0.3 KM) TO TRACK ROAD ON RIGHT.
 AA5910'CONTINUE STRAIGHT 0.2 MI (0.3 KM) TO END OF ROAD (WHERE ROAD IS
 AA5910'BLOACKED BY FALLEN TREES AND ROAD TURNS INTO OLD LOGGING TRAIL). WALK
 AA5910'ALONG ABOUT 10 MINUTES OR 0.25 MI (0.40 KM) UP HILL TO TOP OF RIDGE
 AA5910'AND STATION OVERLOOKING SR 97 TO EAST. STATION IS A COUNTY OF KITTITAS
 AA5910'BRASS SURVEY DISK STAMPED "0007", AND SET INTO THE TOP OF A 14 INCH
 AA5910'DIAMETER CONCRETE MONUMENT FLUSH WITH GROUND LEVEL. THE DISK IS
 AA5910'LOCATED 33.4 FT (10.2 M) SOUTHWEST OF A 2.8 FT (0.9 M) DIAMETER STUMP,
 AA5910'14.3 FT (4.4 M) SOUTHEAST OF AN 8 INCH DIAMETER FIR, 15.8 FT (4.8 M)
 AA5910'NORTHWEST OF A 2.O FT DIAMETER STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5911 ***********************************************************************
 AA5911  DESIGNATION -  0008 1992
 AA5911  PID         -  AA5911
 AA5911  STATE/COUNTY-  WA/KITTITAS
 AA5911  USGS QUAD   -  RONALD (1989)
 AA5911
 AA5911                         *CURRENT SURVEY CONTROL
 AA5911  ___________________________________________________________________
 AA5911* NAD 83(1998)-  47 11 42.70842(N)    121 02 03.53495(W)     ADJUSTED  
 AA5911* NAVD 88     -       787.2    (meters)    2583.     (feet)  GPS OBS   
 AA5911  ___________________________________________________________________
 AA5911  X           -  -2,238,685.632 (meters)                     COMP
 AA5911  Y           -  -3,720,749.086 (meters)                     COMP
 AA5911  Z           -   4,657,100.897 (meters)                     COMP
 AA5911  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA5911  ELLIP HEIGHT-         767.95  (meters)          (07/05/01) GPS OBS
 AA5911  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 AA5911
 AA5911  HORZ ORDER  -  FIRST
 AA5911  ELLP ORDER  -  FOURTH    CLASS II
 AA5911
 AA5911.The horizontal coordinates were established by GPS observations
 AA5911.and adjusted by the National Geodetic Survey in July 2001..
 AA5911.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5911.DATUM ITEM on the data sheet items page.
 AA5911
 AA5911.The orthometric height was determined by GPS observations and a
 AA5911.high-resolution geoid model.
 AA5911
 AA5911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5911
 AA5911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5911
 AA5911.The ellipsoidal height was determined by GPS observations
 AA5911.and is referenced to NAD 83.
 AA5911
 AA5911.The geoid height was determined by GEOID03.
 AA5911
 AA5911;                    North         East     Units Scale Factor Converg.
 AA5911;SPC WA S     -   207,089.892   459,511.829   MT  0.99997133   -0 23 17.2
 AA5911;SPC WA S     -   679,427.42  1,507,581.73   sFT  0.99997133   -0 23 17.2
 AA5911;UTM  10      - 5,228,730.236   648,894.979   MT  0.99987247   +1 26 32.8
 AA5911
 AA5911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5911!SPC WA S     -   0.99987964  x   0.99997133  =   0.99985097
 AA5911!UTM  10      -   0.99987964  x   0.99987247  =   0.99975213
 AA5911
 AA5911                          SUPERSEDED SURVEY CONTROL
 AA5911
 AA5911  NAD 83(1991)-  47 11 42.70679(N)    121 02 03.53621(W) AD(       ) 1
 AA5911  ELLIP H (06/21/95)  768.10   (m)                       GP(       ) 4 2
 AA5911
 AA5911.Superseded values are not recommended for survey control.
 AA5911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5911.See file dsdata.txt to determine how the superseded data were derived.
 AA5911
 AA5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4889528730(NAD 83)
 AA5911_MARKER: DD = SURVEY DISK
 AA5911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5911_STAMPING: 0008 GPS 1992
 AA5911_MARK LOGO: WA-039
 AA5911_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5911+STABILITY: SURFACE MOTION
 AA5911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5911+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5911
 AA5911  HISTORY     - Date     Condition        Report By
 AA5911  HISTORY     - 1992     MONUMENTED       WADT
 AA5911
 AA5911                          STATION DESCRIPTION
 AA5911
 AA5911'DESCRIBED BY WA DEPT OF TRANSP 1992
 AA5911'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5911'5.0 MI (8.0 KM) WEST OF THE TOWN OF CLE ELUM, AND 2.5 MI (4.0 KM)
 AA5911'SOUTHWEST OF THE VILLAGE OF RONALD. TO REACH THE STATION FROM THE
 AA5911'I-90-SALMON LA SAL (ROSLYN) INTERCHANGE (MP 80.3), PROCEED NORTH ON
 AA5911'ROAD TO ROSLYN FOR 0.2 MI (0.3 KM) TO A GRAVEL AREA ON THE LEFT. TURN
 AA5911'LEFT AND PROCEED WEST ON GRAVEL ROAD FOR 0.35 MI (0.56 KM) TO A GRAVEL
 AA5911'ROAD ON THE LEFT. TURN LEFT AND PROCEED WEST FOR 0.25 MI (0.40 KM) TO
 AA5911'A 'Y' INTERSECTION. TURN RIGHT AND PROCEED WEST AND UP HILL PARALLEL
 AA5911'TO POWERLINES FOR 0.75 MI (1.21 KM) TO A SIDE ROAD ON THE RIGHT. TURN
 AA5911'SHARPLY TO THE RIGHT AND PROCEED NORTHEAST UP A STEEP GRADE FOR 300 FT
 AA5911'(91.4 M) TO A POWER LINE TOWER, AND THE STATION ON THE RIGHT. THE
 AA5911'STATION IS A COUNTY OF KITTITAS BRASS SURVEY DISK STAMPED "0008 GPS
 AA5911'1992", AND SET INTO THE TOP OF A 14 INCH DIAMETER CONCRETE MONUMENT
 AA5911'FLUSH WITH GROUND LEVEL. THE DISK IS LOCATED 43.6 FT (13.3 M)
 AA5911'EAST-SOUTHEAST OF SOUTHEAST CORNER OF POWERLINE TOWER (NO.1-65-2), 5.8
 AA5911'FT (1.8 M) NORTHEAST OF 2.0 FT (0.6 M) DIAMETER STUMP, AND 4.5 FT (1.4
 AA5911'M) SOUTH OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5912 ***********************************************************************
 AA5912  DESIGNATION -  0009 1992
 AA5912  PID         -  AA5912
 AA5912  STATE/COUNTY-  WA/KITTITAS
 AA5912  USGS QUAD   -  EASTON (1989)
 AA5912
 AA5912                         *CURRENT SURVEY CONTROL
 AA5912  ___________________________________________________________________
 AA5912* NAD 83(1998)-  47 11 01.81563(N)    121 08 45.92130(W)     ADJUSTED  
 AA5912* NAVD 88     -       934.3    (meters)    3065.     (feet)  GPS OBS   
 AA5912  ___________________________________________________________________
 AA5912  X           -  -2,246,470.845 (meters)                     COMP
 AA5912  Y           -  -3,717,253.296 (meters)                     COMP
 AA5912  Z           -   4,656,350.529 (meters)                     COMP
 AA5912  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AA5912  ELLIP HEIGHT-         915.09  (meters)          (07/05/01) GPS OBS
 AA5912  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 AA5912
 AA5912  HORZ ORDER  -  FIRST
 AA5912  ELLP ORDER  -  FOURTH    CLASS II
 AA5912
 AA5912.The horizontal coordinates were established by GPS observations
 AA5912.and adjusted by the National Geodetic Survey in July 2001..
 AA5912.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5912.DATUM ITEM on the data sheet items page.
 AA5912
 AA5912.The orthometric height was determined by GPS observations and a
 AA5912.high-resolution geoid model.
 AA5912
 AA5912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5912
 AA5912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5912
 AA5912.The ellipsoidal height was determined by GPS observations
 AA5912.and is referenced to NAD 83.
 AA5912
 AA5912.The geoid height was determined by GEOID03.
 AA5912
 AA5912;                    North         East     Units Scale Factor Converg.
 AA5912;SPC WA S     -   205,890.504   451,031.894   MT  0.99996923   -0 28 09.5
 AA5912;SPC WA S     -   675,492.43  1,479,760.47   sFT  0.99996923   -0 28 09.5
 AA5912;UTM  10      - 5,227,260.826   640,458.624   MT  0.99984247   +1 21 36.5
 AA5912
 AA5912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5912!SPC WA S     -   0.99985658  x   0.99996923  =   0.99982582
 AA5912!UTM  10      -   0.99985658  x   0.99984247  =   0.99969908
 AA5912
 AA5912                          SUPERSEDED SURVEY CONTROL
 AA5912
 AA5912  NAD 83(1991)-  47 11 01.81388(N)    121 08 45.92297(W) AD(       ) 1
 AA5912  ELLIP H (06/21/95)  915.25   (m)                       GP(       ) 4 2
 AA5912
 AA5912.Superseded values are not recommended for survey control.
 AA5912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5912.See file dsdata.txt to determine how the superseded data were derived.
 AA5912
 AA5912_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4045927261(NAD 83)
 AA5912_MARKER: DD = SURVEY DISK
 AA5912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5912_STAMPING: 0009 GPS 1992
 AA5912_MARK LOGO: WA-039
 AA5912_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5912+STABILITY: SURFACE MOTION
 AA5912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5912+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5912
 AA5912  HISTORY     - Date     Condition        Report By
 AA5912  HISTORY     - 1992     MONUMENTED       WADT
 AA5912
 AA5912                          STATION DESCRIPTION
 AA5912
 AA5912'DESCRIBED BY WA DEPT OF TRANSP 1992
 AA5912'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5912'10.0 MI (16.1 KM) WEST OF THE TOWN OF CLE ELUM, AND 3.5 MI (5.6 KM)
 AA5912'SOUTHEAST OF THE VILLAGE OF EASTON. TO REACH THE STATION FROM THE I-90
 AA5912'E. NELSON SIDING ROAD INTERCHANGE, PROCEED SOUTH ON NELSON SIDING ROAD
 AA5912'FOR 3.9 MI (6.3 KM) TO A 'T' INTERSECTION. TURN LEFT AND PROCEED SOUTH
 AA5912'FOR 0.9 MI (1.4 KM) TO FOWLER CREEK ROAD ON THE RIGHT. TURN RIGHT AND
 AA5912'PROCEED WEST ON FOWLER CREEK ROAD FOR FOR 0.8 MI (1.3 KM) TO FOREST
 AA5912'SERVICE ROAD 4517 ON THE RIGHT. TURN RIGHT AND PROCEED WEST ON FOREST
 AA5912'SERVICE ROAD 4517 FOR 5.2 MI (8.4 KM) TO A DIRT ROAD ON THE LEFT. TURN
 AA5912'LEFT AND PROCEED UPHILL SOUTHWEST ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO
 AA5912'A 'Y' INTERSECTION. TURN LEFT AND PROCEED SOUTHWEST ON DIRT ROAD FOR
 AA5912'0.1 MI (0.2 KM) TO A 'Y' INTERSECTION. TURN LEFT AND PROCEED SOUTHWEST
 AA5912'ON DIRT ROAD FOR 0.2 MI (0.3 KM) TO THE END OF ROAD AND THE STATION ON
 AA5912'THE RIGHT. THE STATION IS A COUNTY OF KITTITAS BRASS SURVEY DISK
 AA5912'STAMPED "0009 GPS 1992", AND SET INTO THE TOP OF A 14 INCH DIAMETER
 AA5912'CONCRETE MONUMENT FLUSH WITH GROUND LEVEL. THE DISK IS LOCATED 115 FT
 AA5912'(35.1 M) SOUTHWEST OF END OF FOREST SERVICE ROAD 4517, 20.0 FT (6.1 M)
 AA5912'NORTH OF A 14 INCH DIAMETER 'SNAG', 15.5 FT (4.7 M) EAST OF A 6 INCH
 AA5912'DIAMETER PINE TREE, AND 28.0 FT (8.5 M) SOUTH OF AN 8 INCH DIAMETER
 AA5912'PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5913 ***********************************************************************
 AA5913  DESIGNATION -  0010 1992
 AA5913  PID         -  AA5913
 AA5913  STATE/COUNTY-  WA/KITTITAS
 AA5913  USGS QUAD   -  THORP (1978)
 AA5913
 AA5913                         *CURRENT SURVEY CONTROL
 AA5913  ___________________________________________________________________
 AA5913* NAD 83(1998)-  47 05 19.85771(N)    120 44 48.95269(W)     ADJUSTED  
 AA5913* NAVD 88     -       633.9    (meters)    2080.     (feet)  GPS OBS   
 AA5913  ___________________________________________________________________
 AA5913  X           -  -2,224,372.901 (meters)                     COMP
 AA5913  Y           -  -3,739,290.463 (meters)                     COMP
 AA5913  Z           -   4,648,945.480 (meters)                     COMP
 AA5913  LAPLACE CORR-          -8.55  (seconds)                    DEFLEC99
 AA5913  ELLIP HEIGHT-         614.18  (meters)          (07/05/01) GPS OBS
 AA5913  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 AA5913
 AA5913  HORZ ORDER  -  FIRST
 AA5913  ELLP ORDER  -  FOURTH    CLASS II
 AA5913
 AA5913.The horizontal coordinates were established by GPS observations
 AA5913.and adjusted by the National Geodetic Survey in July 2001..
 AA5913.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5913.DATUM ITEM on the data sheet items page.
 AA5913
 AA5913.The orthometric height was determined by GPS observations and a
 AA5913.high-resolution geoid model.
 AA5913
 AA5913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5913
 AA5913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5913
 AA5913.The ellipsoidal height was determined by GPS observations
 AA5913.and is referenced to NAD 83.
 AA5913
 AA5913.The geoid height was determined by GEOID03.
 AA5913
 AA5913;                    North         East     Units Scale Factor Converg.
 AA5913;SPC WA S     -   195,159.527   481,251.457   MT  0.99995325   -0 10 45.7
 AA5913;SPC WA S     -   640,285.88  1,578,905.82   sFT  0.99995325   -0 10 45.7
 AA5913;UTM  10      - 5,217,500.839   671,003.524   MT  0.99995940   +1 39 02.0
 AA5913
 AA5913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5913!SPC WA S     -   0.99990374  x   0.99995325  =   0.99985699
 AA5913!UTM  10      -   0.99990374  x   0.99995940  =   0.99986314
 AA5913
 AA5913                          SUPERSEDED SURVEY CONTROL
 AA5913
 AA5913  NAD 83(1991)-  47 05 19.85632(N)    120 44 48.95302(W) AD(       ) 1
 AA5913  ELLIP H (06/21/95)  614.31   (m)                       GP(       ) 4 2
 AA5913
 AA5913.Superseded values are not recommended for survey control.
 AA5913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5913.See file dsdata.txt to determine how the superseded data were derived.
 AA5913
 AA5913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7100417501(NAD 83)
 AA5913_MARKER: DD = SURVEY DISK
 AA5913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5913_STAMPING: 0010
 AA5913_MARK LOGO: WA-039
 AA5913_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5913+STABILITY: SURFACE MOTION
 AA5913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5913+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5913
 AA5913  HISTORY     - Date     Condition        Report By
 AA5913  HISTORY     - 1992     MONUMENTED       WA-039
 AA5913
 AA5913                          STATION DESCRIPTION
 AA5913
 AA5913'DESCRIBED BY KLICKITAT COUNTY WASHINGTON 1992
 AA5913'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5913'10.5 MI (16.9 KM) SOUTHEAST OF THE TOWN OF CLE ELUM, AND 4.0 MI (6.4
 AA5913'KM) NORTHWEST OF THE VILLAGE OF THORP. TO REACH THE STATION FROM THE
 AA5913'I-90 THORP HIGHWAY CROSSING (MP 101.1), PROCEED SOUTH ON THORP HIGHWAY
 AA5913'FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH T. CEMETERY ROAD. TURN
 AA5913'RIGHT AND GO NORTHWEST ON T. CEMETERY ROAD FOR 5.05 MI (8.13 KM)
 AA5913'(PARALLEL TO I-90) TO TANEUM ROAD ON THE LEFT. TURN LEFT AND PROCEED
 AA5913'NORTHWEST ON TANEUM ROAD FOR 0.3 MI (0.5 KM) TO A WATER SLIDE AND DIRT
 AA5913'ROAD ON THE RIGHT. TURN RIGHT AND PROCEED NORTHEAST, UP HILL (PARALLEL
 AA5913'TO WATER SLIDE) FOR 0.2 MI (0.3 KM) TO THE TOP OF THE HILL (BEGINNING
 AA5913'OF WATER SLIDE) AND END OF TRUCK TRAVEL. PROCEED EAST FOR 0.2 MI (0.3
 AA5913'KM) ALONG SOUTH EDGE OF RIDGE TO STATION, FACING I-90 TO THE EAST. THE
 AA5913'STATION IS A COUNTY OF KITTITAS BRASS SURVEY DISK STAMPED "0010" , AND
 AA5913'SET INTO THE TOP OF A 14 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH
 AA5913'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5914 ***********************************************************************
 AA5914  DESIGNATION -  0011 1992
 AA5914  PID         -  AA5914
 AA5914  STATE/COUNTY-  WA/KITTITAS
 AA5914  USGS QUAD   -  THORP (1978)
 AA5914
 AA5914                         *CURRENT SURVEY CONTROL
 AA5914  ___________________________________________________________________
 AA5914* NAD 83(1998)-  47 05 20.55231(N)    120 39 12.19905(W)     ADJUSTED  
 AA5914* NAVD 88     -       634.1    (meters)    2080.     (feet)  GPS OBS   
 AA5914  ___________________________________________________________________
 AA5914  X           -  -2,218,257.097 (meters)                     COMP
 AA5914  Y           -  -3,742,903.599 (meters)                     COMP
 AA5914  Z           -   4,648,960.166 (meters)                     COMP
 AA5914  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 AA5914  ELLIP HEIGHT-         614.29  (meters)          (07/05/01) GPS OBS
 AA5914  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 AA5914
 AA5914  HORZ ORDER  -  FIRST
 AA5914  ELLP ORDER  -  FOURTH    CLASS II
 AA5914
 AA5914.The horizontal coordinates were established by GPS observations
 AA5914.and adjusted by the National Geodetic Survey in July 2001..
 AA5914.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5914.DATUM ITEM on the data sheet items page.
 AA5914
 AA5914.The orthometric height was determined by GPS observations and a
 AA5914.high-resolution geoid model.
 AA5914
 AA5914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5914
 AA5914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5914
 AA5914.The ellipsoidal height was determined by GPS observations
 AA5914.and is referenced to NAD 83.
 AA5914
 AA5914.The geoid height was determined by GEOID03.
 AA5914
 AA5914;                    North         East     Units Scale Factor Converg.
 AA5914;SPC WA S     -   195,162.953   488,353.822   MT  0.99995328   -0 06 41.1
 AA5914;SPC WA S     -   640,297.12  1,602,207.50   sFT  0.99995328   -0 06 41.1
 AA5914;UTM  10      - 5,217,731.106   678,102.308   MT  0.99998986   +1 43 08.9
 AA5914
 AA5914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5914!SPC WA S     -   0.99990372  x   0.99995328  =   0.99985700
 AA5914!UTM  10      -   0.99990372  x   0.99998986  =   0.99989358
 AA5914
 AA5914                          SUPERSEDED SURVEY CONTROL
 AA5914
 AA5914  NAD 83(1991)-  47 05 20.55096(N)    120 39 12.19917(W) AD(       ) 1
 AA5914  ELLIP H (06/21/95)  614.42   (m)                       GP(       ) 4 2
 AA5914
 AA5914.Superseded values are not recommended for survey control.
 AA5914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5914.See file dsdata.txt to determine how the superseded data were derived.
 AA5914
 AA5914_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7810217731(NAD 83)
 AA5914_MARKER: DD = SURVEY DISK
 AA5914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5914_STAMPING: 0011
 AA5914_MARK LOGO: WA-039
 AA5914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5914+STABILITY: SURFACE MOTION
 AA5914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5914+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5914
 AA5914  HISTORY     - Date     Condition        Report By
 AA5914  HISTORY     - 1992     MONUMENTED       WADT
 AA5914
 AA5914                          STATION DESCRIPTION
 AA5914
 AA5914'DESCRIBED BY WA DEPT OF TRANSP 1992
 AA5914'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5914'8.0 MI (12.9 KM) NORTHWEST OF THE TOWN OF ELLENSBURG, AND 2.0 MI (3.2
 AA5914'KM) NORTHEAST OF THE VILLAGE OF THORP. TO REACH THE STATION FROM THE
 AA5914'JUNCTION OF SR 97 AND SR 10, PROCEED NORTH ON SR 97 FOR 4.55 MI (7.32
 AA5914'KM) TO A GRAVEL ROAD ON THE LEFT. TURN LEFT AND PROCEED WEST ON GRAVEL
 AA5914'ROAD FOR 0.2 MI (0.3 KM) TO A CORRAL AND END OF TRUCK TRAVEL. PROCEED
 AA5914'ON FOOT IN A NORTHERLY DIRECTION UP STEEP HILL TO TOP OF RIDGE.
 AA5914'PROCEED NORTHWEST FOR APPROXIMATELY 800 FT (243.8 M) FOLLOWING RIDGE
 AA5914'TOP TRAIL TO THE STATION. THE STATION IS A COUNTY OF KITTITAS BRASS
 AA5914'SURVEY DISK STAMPED "0011", AND SET INTO THE TOP OF A 16 INCH DIAMETER
 AA5914'CONCRETE MONUMENT FLUSH WITH GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5915 ***********************************************************************
 AA5915  DESIGNATION -  0012 1992
 AA5915  PID         -  AA5915
 AA5915  STATE/COUNTY-  WA/KITTITAS
 AA5915  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AA5915
 AA5915                         *CURRENT SURVEY CONTROL
 AA5915  ___________________________________________________________________
 AA5915* NAD 83(1998)-  47 05 18.59765(N)    120 31 05.25258(W)     ADJUSTED  
 AA5915* NAVD 88     -       641.7    (meters)    2105.     (feet)  GPS OBS   
 AA5915  ___________________________________________________________________
 AA5915  X           -  -2,209,439.790 (meters)                     COMP
 AA5915  Y           -  -3,748,172.482 (meters)                     COMP
 AA5915  Z           -   4,648,924.564 (meters)                     COMP
 AA5915  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AA5915  ELLIP HEIGHT-         621.80  (meters)          (07/05/01) GPS OBS
 AA5915  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 AA5915
 AA5915  HORZ ORDER  -  FIRST
 AA5915  ELLP ORDER  -  FOURTH    CLASS II
 AA5915
 AA5915.The horizontal coordinates were established by GPS observations
 AA5915.and adjusted by the National Geodetic Survey in July 2001..
 AA5915.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5915.DATUM ITEM on the data sheet items page.
 AA5915
 AA5915.The orthometric height was determined by GPS observations and a
 AA5915.high-resolution geoid model.
 AA5915
 AA5915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5915
 AA5915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5915
 AA5915.The ellipsoidal height was determined by GPS observations
 AA5915.and is referenced to NAD 83.
 AA5915
 AA5915.The geoid height was determined by GEOID03.
 AA5915
 AA5915;                    North         East     Units Scale Factor Converg.
 AA5915;SPC WA S     -   195,091.428   498,623.773   MT  0.99995319   -0 00 47.4
 AA5915;SPC WA S     -   640,062.46  1,635,901.50   sFT  0.99995319   -0 00 47.4
 AA5915;UTM  10      - 5,217,987.773   688,369.912   MT  1.00003611   +1 49 05.8
 AA5915
 AA5915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5915!SPC WA S     -   0.99990254  x   0.99995319  =   0.99985574
 AA5915!UTM  10      -   0.99990254  x   1.00003611  =   0.99993865
 AA5915
 AA5915                          SUPERSEDED SURVEY CONTROL
 AA5915
 AA5915  NAD 83(1991)-  47 05 18.59634(N)    120 31 05.25249(W) AD(       ) 1
 AA5915  ELLIP H (06/21/95)  621.92   (m)                       GP(       ) 4 2
 AA5915
 AA5915.Superseded values are not recommended for survey control.
 AA5915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5915.See file dsdata.txt to determine how the superseded data were derived.
 AA5915
 AA5915_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8837017988(NAD 83)
 AA5915_MARKER: DD = SURVEY DISK
 AA5915_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA5915_STAMPING: 0012
 AA5915_MARK LOGO: WA-039
 AA5915_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA5915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5915+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5915
 AA5915  HISTORY     - Date     Condition        Report By
 AA5915  HISTORY     - 1992     MONUMENTED       WADT
 AA5915
 AA5915                          STATION DESCRIPTION
 AA5915
 AA5915'DESCRIBED BY WA DEPT OF TRANSP 1992
 AA5915'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5915'6.5 MI (10.5 KM) NORTHEAST OF THE TOWN OF ELLENSBURG, AND 7.0 MI (11.3
 AA5915'KM) NORTHEAST OF THE VILLAGE OF THORP. TO REACH THE STATION FROM THE
 AA5915'INTERSECTION OF MAIN STREET AND 8TH AVENUE IN DOWNTOWN ELLENSBURG,
 AA5915'PROCEED EAST ON 8TH AVENUE FOR 2.7 MI (4.3 KM) TO WILSON CREEK ROAD ON
 AA5915'THE LEFT. TURN LEFT AND PROCEED NORTH ON WILSON CREEK ROAD FOR 5.8 MI
 AA5915'(9.3 KM) TO IRRIGATION CANAL. TURN LEFT AND PROCEED WEST, PASSING
 AA5915'THROUGH A LOCKED GATE (KEY FROM KITTITAS COUNTY) FOLLOWING SOUTH SIDE
 AA5915'OF CANAL FOR 0.4 MI (0.6 KM) TO THE SECOND BRIDGE. TURN RIGHT,
 AA5915'CROSSING BRIDGE, PROCEED NORTH FOR 0.35 MI (0.56 KM) . BEAR LEFT ONTO
 AA5915'DIRT TRAIL LEADING TO STATION NEAR THE INTERSECTION OF EAST/WEST AND
 AA5915'NORTH/SOUTH FENCE LINES. THE STATION IS A COUNTY OF KITTITAS BRASS
 AA5915'SURVEY DISK STAMPED "0012", AND SET INTO THE TOP OF A 2.5 INCH
 AA5915'DIAMETER IRON PIPE PROJECTING 5 INCHES ABOVE GROUND LEVEL WITH ROCKS
 AA5915'PILED AROUND MONUMENT. THE DISK IS LOCATED IN LINE WITH THE
 AA5915'NORTH/SOUTH FENCE LINE, AND 39.0 FT (11.9 M) SOUTH OF EAST/WEST FENCE
 AA5915'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5916 ***********************************************************************
 AA5916  DESIGNATION -  0013 1992
 AA5916  PID         -  AA5916
 AA5916  STATE/COUNTY-  WA/KITTITAS
 AA5916  USGS QUAD   -  COLOCKUM PASS SW (1983)
 AA5916
 AA5916                         *CURRENT SURVEY CONTROL
 AA5916  ___________________________________________________________________
 AA5916* NAD 83(1998)-  47 05 23.92931(N)    120 23 28.76965(W)     ADJUSTED  
 AA5916* NAVD 88     -       776.0    (meters)    2546.     (feet)  GPS OBS   
 AA5916  ___________________________________________________________________
 AA5916  X           -  -2,201,124.616 (meters)                     COMP
 AA5916  Y           -  -3,753,027.893 (meters)                     COMP
 AA5916  Z           -   4,649,135.115 (meters)                     COMP
 AA5916  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AA5916  ELLIP HEIGHT-         756.20  (meters)          (07/05/01) GPS OBS
 AA5916  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 AA5916
 AA5916  HORZ ORDER  -  FIRST
 AA5916  ELLP ORDER  -  FOURTH    CLASS II
 AA5916
 AA5916.The horizontal coordinates were established by GPS observations
 AA5916.and adjusted by the National Geodetic Survey in July 2001..
 AA5916.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5916.DATUM ITEM on the data sheet items page.
 AA5916
 AA5916.The orthometric height was determined by GPS observations and a
 AA5916.high-resolution geoid model.
 AA5916
 AA5916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5916
 AA5916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5916
 AA5916.The ellipsoidal height was determined by GPS observations
 AA5916.and is referenced to NAD 83.
 AA5916
 AA5916.The geoid height was determined by GEOID03.
 AA5916
 AA5916;                    North         East     Units Scale Factor Converg.
 AA5916;SPC WA S     -   195,261.594   508,251.119   MT  0.99995342   +0 04 44.2
 AA5916;SPC WA S     -   640,620.75  1,667,487.21   sFT  0.99995342   +0 04 44.2
 AA5916;UTM  10      - 5,218,465.660   697,987.913   MT  1.00008179   +1 54 40.6
 AA5916
 AA5916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5916!SPC WA S     -   0.99988148  x   0.99995342  =   0.99983491
 AA5916!UTM  10      -   0.99988148  x   1.00008179  =   0.99996326
 AA5916
 AA5916                          SUPERSEDED SURVEY CONTROL
 AA5916
 AA5916  NAD 83(1991)-  47 05 23.92805(N)    120 23 28.76957(W) AD(       ) 1
 AA5916  ELLIP H (06/21/95)  756.33   (m)                       GP(       ) 4 2
 AA5916
 AA5916.Superseded values are not recommended for survey control.
 AA5916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5916.See file dsdata.txt to determine how the superseded data were derived.
 AA5916
 AA5916_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9798818466(NAD 83)
 AA5916_MARKER: DD = SURVEY DISK
 AA5916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5916_STAMPING: T19NR19ES36-T19NR20ES31-T18NR19ES1-T18NR20ES6
 AA5916_MARK LOGO: WADNR 
 AA5916_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5916+STABILITY: SURFACE MOTION
 AA5916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5916+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5916
 AA5916  HISTORY     - Date     Condition        Report By
 AA5916  HISTORY     - 1992     MONUMENTED       WADNR
 AA5916
 AA5916                          STATION DESCRIPTION
 AA5916
 AA5916'DESCRIBED BY WA DEPT OF NAT RES 1992
 AA5916'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5916'9.5 MI (15.3 KM) NORTHEAST OF THE TOWN OF ELLENSBURG, AND 6.7 MI (10.8
 AA5916'KM) NORTHEAST OF THE VILLAGE OF KITTITAS. TO REACH THE STATION FROM
 AA5916'THE INTERSECTION OF MAIN STREET AND 8TH AVENUE IN DOWNTOWN ELLENSBURG,
 AA5916'PROCEED EAST ON 8TH AVENUE FOR 7.0 MI (11.3 KM) (OLD VANTAGE
 AA5916'HIGHWAY)TO THE INTERSECTION WITH NO. 81 ROAD. TURN LEFT AND PROCEED
 AA5916'NORTH ON NO. 81 ROAD FOR 3.3 MI (5.3 KM) TO THE INTERSECTION WITH
 AA5916'BRICKHILL ROAD. TURN RIGHT AND PROCEED EAST ON BRICKHILL ROAD FOR 1.0
 AA5916'MI (1.6 KM) TO THE INTERSECTION WITH COOKE CANYON ROAD. TURN LEFT AND
 AA5916'PROCEED NORTH ON COOKE CANYON ROAD FOR 2.5 MI (4.0 KM) , THEN RIGHT
 AA5916'AND EAST ON COOKE CANYON ROAD FOR 0.15 MI (0.24 KM) TO A DIRT ROAD
 AA5916'WITH GATE ON THE LEFT. TURN LEFT AND GO NORTH-WEST ON DIRT ROAD FOR
 AA5916'0.5 MI (0.8 KM) FOLLOWING THE POWER LINE TO A FENCE LINE RUNNING
 AA5916'NORTH-SOUTH. TURN RIGHT BEFORE FENCELINE AND PROCEED NORTH FOR 0.3 MI
 AA5916'(0.5 KM) FOLLOWING FENCE LINE TO STATION AT THE INTERSECTION OF
 AA5916'FENCES. THE STATION IS A DEPT. NATURAL RESOURCE BRASS SURVEY DISK
 AA5916'STAMPED "T19N R19E S36 - T19N R20E S31 - T18N R19E S1 - T18N R20E S6",
 AA5916'AND SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT PROJECTING 16
 AA5916'INCHES ABOVE GROUND LEVEL WITH ROCKS PILED AROUND MONUMENT. THE DISK
 AA5916'IS LOCATED IN LINE WITH THE EAST/WEST FENCE LINE, 1.0 FT (0.3 M) WEST
 AA5916'OF NORTH/SOUTH FENCE LINE, AND 3.4 FT (1.0 M) SOUTHWEST OF NORTHWEST
 AA5916'CORNER OF ROCK CRIB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5917 ***********************************************************************
 AA5917  DESIGNATION -  0014 1992
 AA5917  PID         -  AA5917
 AA5917  STATE/COUNTY-  WA/KITTITAS
 AA5917  USGS QUAD   -  EAST KITTITAS (1953)
 AA5917
 AA5917                         *CURRENT SURVEY CONTROL
 AA5917  ___________________________________________________________________
 AA5917* NAD 83(1998)-  46 59 58.39718(N)    120 15 46.78222(W)     ADJUSTED  
 AA5917* NAVD 88     -       798.7    (meters)    2620.     (feet)  GPS OBS   
 AA5917  ___________________________________________________________________
 AA5917  X           -  -2,196,429.207 (meters)                     COMP
 AA5917  Y           -  -3,764,317.211 (meters)                     COMP
 AA5917  Z           -   4,642,300.387 (meters)                     COMP
 AA5917  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 AA5917  ELLIP HEIGHT-         778.50  (meters)          (07/05/01) GPS OBS
 AA5917  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 AA5917
 AA5917  HORZ ORDER  -  FIRST
 AA5917  ELLP ORDER  -  FOURTH    CLASS II
 AA5917
 AA5917.The horizontal coordinates were established by GPS observations
 AA5917.and adjusted by the National Geodetic Survey in July 2001..
 AA5917.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5917.DATUM ITEM on the data sheet items page.
 AA5917
 AA5917.The orthometric height was determined by GPS observations and a
 AA5917.high-resolution geoid model.
 AA5917
 AA5917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5917
 AA5917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5917
 AA5917.The ellipsoidal height was determined by GPS observations
 AA5917.and is referenced to NAD 83.
 AA5917
 AA5917.The geoid height was determined by GEOID03.
 AA5917
 AA5917;                    North         East     Units Scale Factor Converg.
 AA5917;SPC WA S     -   185,230.756   518,024.702   MT  0.99994075   +0 10 19.8
 AA5917;SPC WA S     -   607,711.24  1,699,552.71   sFT  0.99994075   +0 10 19.8
 AA5917;UTM  10      - 5,208,750.728   708,078.673   MT  1.00013217   +2 00 08.7
 AA5917
 AA5917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5917!SPC WA S     -   0.99987799  x   0.99994075  =   0.99981874
 AA5917!UTM  10      -   0.99987799  x   1.00013217  =   1.00001014
 AA5917
 AA5917                          SUPERSEDED SURVEY CONTROL
 AA5917
 AA5917  NAD 83(1991)-  46 59 58.39626(N)    120 15 46.78220(W) AD(       ) 1
 AA5917  ELLIP H (06/21/95)  778.64   (m)                       GP(       ) 4 2
 AA5917
 AA5917.Superseded values are not recommended for survey control.
 AA5917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5917.See file dsdata.txt to determine how the superseded data were derived.
 AA5917
 AA5917_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0807908751(NAD 83)
 AA5917_MARKER: DD = SURVEY DISK
 AA5917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5917_STAMPING: 0014 GPS 1992
 AA5917_MARK LOGO: WA-039
 AA5917_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5917+STABILITY: SURFACE MOTION
 AA5917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5917+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5917
 AA5917  HISTORY     - Date     Condition        Report By
 AA5917  HISTORY     - 1992     MONUMENTED       WADT
 AA5917
 AA5917                          STATION DESCRIPTION
 AA5917
 AA5917'DESCRIBED BY WA DEPT OF TRANSP 1992
 AA5917'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5917'13.0 MI (20.9 KM) EAST OF THE TOWN OF ELLENSBURG, AND 7.0 MI (11.3 KM)
 AA5917'NORTHEAST OF THE VILLAGE OF KITTITAS. TO REACH THE STATION FROM THE
 AA5917'INTERSECTION OF MAIN STREET AND 8TH AVENUE (VANTAGE HIGHWAY) IN
 AA5917'DOWNTOWN ELLENSBURG, PROCEED EAST ON VANTAGE AVENUE FOR 14.2 MI (22.9
 AA5917'KM) TO A SIDE ROAD ON THE LEFT (JUST PAST A LARGE SILAGE PIT ON
 AA5917'RIGHT). ROAD IS 2.6 MI (4.2 KM) EAST OF PARK CREEK ROAD. TURN LEFT AND
 AA5917'PROCEED NORTH FOR 300 FT, THEN TURN LEFT AND PROCEED WEST ON DIRT ROAD
 AA5917'FOR 0.7 MI (1.1 KM) FOLLOWING FENCE LINE TOWARDS A POWER LINE. TURN
 AA5917'RIGHT BEFORE A POWER LINE TOWER (APPROXIMATELY 300 FT (91.4 M) EAST OF
 AA5917'FENCE LINE)AND PROCEED NORTHEAST FOR 1.1 MI (1.8 KM) ON DIRT ROAD TO
 AA5917'AN EARTHEN DAM. TURN RIGHT AND PASS BEHIND DAM, CROSSING GULCH, AND
 AA5917'PROCEED SOUTH UP HILL FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 AA5917'NORTHWEST FACE OF THE RIDGE. THE STATION IS A KITTITAS COUNTY BRASS
 AA5917'DISK STAMPED "0014 GPS 1992", AND SET IN THE TOP OF A 16 INCH DIAMETER
 AA5917'CONCRETE MONUMENT FLUSH WITH GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5918 ***********************************************************************
 AA5918  DESIGNATION -  0015 1992
 AA5918  PID         -  AA5918
 AA5918  STATE/COUNTY-  WA/KITTITAS
 AA5918  USGS QUAD   -  COLOCKUM PASS SW (1983)
 AA5918
 AA5918                         *CURRENT SURVEY CONTROL
 AA5918  ___________________________________________________________________
 AA5918* NAD 83(1998)-  47 00 04.29025(N)    120 23 26.68050(W)     ADJUSTED  
 AA5918* NAVD 88     -       555.0    (meters)    1821.     (feet)  GPS OBS   
 AA5918  ___________________________________________________________________
 AA5918  X           -  -2,204,665.416 (meters)                     COMP
 AA5918  Y           -  -3,759,152.383 (meters)                     COMP
 AA5918  Z           -   4,642,246.249 (meters)                     COMP
 AA5918  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AA5918  ELLIP HEIGHT-         534.76  (meters)          (07/05/01) GPS OBS
 AA5918  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 AA5918
 AA5918  HORZ ORDER  -  FIRST
 AA5918  ELLP ORDER  -  FOURTH    CLASS II
 AA5918
 AA5918.The horizontal coordinates were established by GPS observations
 AA5918.and adjusted by the National Geodetic Survey in July 2001..
 AA5918.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5918.DATUM ITEM on the data sheet items page.
 AA5918
 AA5918.The orthometric height was determined by GPS observations and a
 AA5918.high-resolution geoid model.
 AA5918
 AA5918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5918
 AA5918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5918
 AA5918.The ellipsoidal height was determined by GPS observations
 AA5918.and is referenced to NAD 83.
 AA5918
 AA5918.The geoid height was determined by GEOID03.
 AA5918
 AA5918;                    North         East     Units Scale Factor Converg.
 AA5918;SPC WA S     -   185,391.403   508,308.852   MT  0.99994095   +0 04 45.7
 AA5918;SPC WA S     -   608,238.29  1,667,676.63   sFT  0.99994095   +0 04 45.7
 AA5918;UTM  10      - 5,208,601.014   698,361.027   MT  1.00008362   +1 54 32.2
 AA5918
 AA5918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5918!SPC WA S     -   0.99991618  x   0.99994095  =   0.99985714
 AA5918!UTM  10      -   0.99991618  x   1.00008362  =   0.99999980
 AA5918
 AA5918                          SUPERSEDED SURVEY CONTROL
 AA5918
 AA5918  NAD 83(1991)-  47 00 04.28909(N)    120 23 26.68039(W) AD(       ) 1
 AA5918  ELLIP H (06/21/95)  534.89   (m)                       GP(       ) 4 2
 AA5918
 AA5918.Superseded values are not recommended for survey control.
 AA5918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5918.See file dsdata.txt to determine how the superseded data were derived.
 AA5918
 AA5918_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9836108601(NAD 83)
 AA5918_MARKER: DD = SURVEY DISK
 AA5918_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA5918_MARK LOGO: NONE  
 AA5918_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA5918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5918+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5918
 AA5918  HISTORY     - Date     Condition        Report By
 AA5918  HISTORY     - 1992     MONUMENTED       WADT
 AA5918
 AA5918                          STATION DESCRIPTION
 AA5918
 AA5918'DESCRIBED BY WA DEPT OF TRANSP 1992
 AA5918'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5918'1.5 MI (2.4 KM) NORTHEAST OF THE VILLAGE OF KITTITAS, AND 7.0 MI (11.3
 AA5918'KM) EAST OF THE TOWN OF ELLENSBURG. TO REACH THE STATION FROM THE
 AA5918'INTERSECTION OF MAIN STREET AND 8TH AVENUE IN DOWNTOWN ELLENSBURG,
 AA5918'PROCEED EAST ON 8TH STREET (OLD VANTAGE HIGHWAY) FOR 8.0 MI (12.9 KM)
 AA5918'TO THE INTERSECTION OLD CARIBOU ROAD. CONTINUE EAST ON VANTAGE HIGHWAY
 AA5918'FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT ON TOP OF A STEEP AND
 AA5918'HIGH CUT. THE STATION IS A CAP MOUNTED ON TOP OF A STEEL PIPE WITH
 AA5918'ILLEGIBLE STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5919 ***********************************************************************
 AA5919  DESIGNATION -  0016 1992
 AA5919  PID         -  AA5919
 AA5919  STATE/COUNTY-  WA/KITTITAS
 AA5919  USGS QUAD   -  MANASTASH CREEK (1984)
 AA5919
 AA5919                         *CURRENT SURVEY CONTROL
 AA5919  ___________________________________________________________________
 AA5919* NAD 83(1998)-  46 59 58.49280(N)    120 38 44.35710(W)     ADJUSTED  
 AA5919* NAVD 88     -       541.8    (meters)    1778.     (feet)  GPS OBS   
 AA5919  ___________________________________________________________________
 AA5919  X           -  -2,221,430.292 (meters)                     COMP
 AA5919  Y           -  -3,749,411.590 (meters)                     COMP
 AA5919  Z           -   4,642,114.576 (meters)                     COMP
 AA5919  LAPLACE CORR-          -8.29  (seconds)                    DEFLEC99
 AA5919  ELLIP HEIGHT-         521.68  (meters)          (07/05/01) GPS OBS
 AA5919  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 AA5919
 AA5919  HORZ ORDER  -  FIRST
 AA5919  ELLP ORDER  -  FOURTH    CLASS II
 AA5919
 AA5919.The horizontal coordinates were established by GPS observations
 AA5919.and adjusted by the National Geodetic Survey in July 2001..
 AA5919.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5919.DATUM ITEM on the data sheet items page.
 AA5919
 AA5919.The orthometric height was determined by GPS observations and a
 AA5919.high-resolution geoid model.
 AA5919
 AA5919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5919
 AA5919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5919
 AA5919.The ellipsoidal height was determined by GPS observations
 AA5919.and is referenced to NAD 83.
 AA5919
 AA5919.The geoid height was determined by GEOID03.
 AA5919
 AA5919;                    North         East     Units Scale Factor Converg.
 AA5919;SPC WA S     -   185,216.857   488,922.659   MT  0.99994075   -0 06 20.9
 AA5919;SPC WA S     -   607,665.64  1,604,073.76   sFT  0.99994075   -0 06 20.9
 AA5919;UTM  10      - 5,207,807.791   678,988.399   MT  0.99999376   +1 43 20.3
 AA5919
 AA5919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5919!SPC WA S     -   0.99991823  x   0.99994075  =   0.99985899
 AA5919!UTM  10      -   0.99991823  x   0.99999376  =   0.99991199
 AA5919
 AA5919                          SUPERSEDED SURVEY CONTROL
 AA5919
 AA5919  NAD 83(1991)-  46 59 58.49147(N)    120 38 44.35707(W) AD(       ) 1
 AA5919  ELLIP H (06/21/95)  521.81   (m)                       GP(       ) 4 2
 AA5919
 AA5919.Superseded values are not recommended for survey control.
 AA5919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5919.See file dsdata.txt to determine how the superseded data were derived.
 AA5919
 AA5919_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7898807808(NAD 83)
 AA5919_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA5919_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA5919_SP_SET: YELLOW PLASTIC CAP INSIDE CASE
 AA5919_STAMPING: NELSON 18092
 AA5919_MARK LOGO: NONE  
 AA5919_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5919+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5919
 AA5919  HISTORY     - Date     Condition        Report By
 AA5919  HISTORY     - 1992     MONUMENTED       WADT
 AA5919
 AA5919                          STATION DESCRIPTION
 AA5919
 AA5919'DESCRIBED BY WA DEPT OF TRANSP 1992
 AA5919'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5919'4.0 MI (6.4 KM) SOUTH OF THE VILLAGE OF THORP, AND 4.5 MI (7.2 KM)
 AA5919'WEST OF THE TOWN OF ELLENSBURG. TO REACH THE STATION FROM THE JUNCTION
 AA5919'OF I-90 AND SR 97, PROCEED SOUTH FOR 0.2 MI, CROSSING I-90. TURN LEFT,
 AA5919'CROSSING THE YAKIMA RIVER, PROCEED SOUTH ON THORP HIGHWAY FOR 0.45 MI
 AA5919'(0.72 KM) TO WEAVER ROAD ON THE LEFT. TURN LEFT AND PROCEED WEST ON
 AA5919'WEAVER ROAD FOR 2.35 MI (3.78 KM) TO THE INTERSECTION WITH COVE ROAD,
 AA5919'AND THE STATION IN THE CENTER OF THE INTERSECTION. THE STATION IS A
 AA5919'YELLOW PLASTIC CAP SET INSIDE A MONUMENT CASE AND COVER, AND STAMPED
 AA5919'"NELSON 18092".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5920 ***********************************************************************
 AA5920  DESIGNATION -  0017 1992
 AA5920  PID         -  AA5920
 AA5920  STATE/COUNTY-  WA/KITTITAS
 AA5920  USGS QUAD   -  MANASTASH CREEK (1984)
 AA5920
 AA5920                         *CURRENT SURVEY CONTROL
 AA5920  ___________________________________________________________________
 AA5920* NAD 83(1998)-  46 54 43.80518(N)    120 38 42.28291(W)     ADJUSTED  
 AA5920* NAVD 88     -       853.0    (meters)    2799.     (feet)  GPS OBS   
 AA5920  ___________________________________________________________________
 AA5920  X           -  -2,225,121.248 (meters)                     COMP
 AA5920  Y           -  -3,755,727.443 (meters)                     COMP
 AA5920  Z           -   4,635,708.338 (meters)                     COMP
 AA5920  LAPLACE CORR-          -7.02  (seconds)                    DEFLEC99
 AA5920  ELLIP HEIGHT-         832.85  (meters)          (07/05/01) GPS OBS
 AA5920  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 AA5920
 AA5920  HORZ ORDER  -  FIRST
 AA5920  ELLP ORDER  -  FOURTH    CLASS II
 AA5920
 AA5920.The horizontal coordinates were established by GPS observations
 AA5920.and adjusted by the National Geodetic Survey in July 2001..
 AA5920.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5920.DATUM ITEM on the data sheet items page.
 AA5920
 AA5920.The orthometric height was determined by GPS observations and a
 AA5920.high-resolution geoid model.
 AA5920
 AA5920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5920
 AA5920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5920
 AA5920.The ellipsoidal height was determined by GPS observations
 AA5920.and is referenced to NAD 83.
 AA5920
 AA5920.The geoid height was determined by GEOID03.
 AA5920
 AA5920;                    North         East     Units Scale Factor Converg.
 AA5920;SPC WA S     -   175,499.691   488,948.604   MT  0.99993087   -0 06 19.4
 AA5920;SPC WA S     -   575,785.24  1,604,158.88   sFT  0.99993087   -0 06 19.4
 AA5920;UTM  10      - 5,198,095.820   679,324.131   MT  0.99999525   +1 43 13.0
 AA5920
 AA5920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5920!SPC WA S     -   0.99986947  x   0.99993087  =   0.99980035
 AA5920!UTM  10      -   0.99986947  x   0.99999525  =   0.99986472
 AA5920
 AA5920                          SUPERSEDED SURVEY CONTROL
 AA5920
 AA5920  NAD 83(1991)-  46 54 43.80388(N)    120 38 42.28284(W) AD(       ) 1
 AA5920  ELLIP H (06/21/95)  832.98   (m)                       GP(       ) 4 2
 AA5920
 AA5920.Superseded values are not recommended for survey control.
 AA5920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5920.See file dsdata.txt to determine how the superseded data were derived.
 AA5920
 AA5920_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS7932498096(NAD 83)
 AA5920_MARKER: DD = SURVEY DISK
 AA5920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5920_STAMPING: T17N R17E S36 T17N R18E S31 SC 1964
 AA5920_MARK LOGO: WADNR 
 AA5920_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5920+STABILITY: SURFACE MOTION
 AA5920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5920+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5920
 AA5920  HISTORY     - Date     Condition        Report By
 AA5920  HISTORY     - 1992     MONUMENTED       WADNR
 AA5920
 AA5920                          STATION DESCRIPTION
 AA5920
 AA5920'DESCRIBED BY WA DEPT OF NAT RES 1992
 AA5920'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5920'10.0 MI (16.1 KM) SOUTH OF THE VILLAGE OF THORP, AND 7.0 MI (11.3 KM)
 AA5920'SOUTHWEST OF THE TOWN OF ELLENSBURG. TO REACH THE STATION FROM THE
 AA5920'INTERSECTION OF MAIN STREET AND 8TH AVENUE IN DOWNTOWN ELLENSBURG,
 AA5920'PROCEED SOUTH ON MAIN STREET FOR 1.3 MI (2.1 KM) TO THE INTERSECTION
 AA5920'WITH DAMMON/UMPTANUM ROADS. TURN LEFT AND PROCEED WEST AND SOUTHWEST
 AA5920'FOR 9.0 MI (14.5 KM) TO THE COUNTY LINE SIGN. TURN WEST AND PROCEED
 AA5920'WEST ON FOOT FOR 750 FT (228.6 M) UP A SMALL DRAW LEADING TO STATION
 AA5920'ON TOP OF A HILL. THE STATION IS A WASHINGTON DEPT. OF NATURAL
 AA5920'RESOURCE BRASS CAP STAMPED "T17N R18E S36 T17N R18E S31 SC 1964" AND
 AA5920'SET IN CONCRETE WITH ROCKS PILED AROUND. DISK IS LOCATED IN LINE WITH
 AA5920'A NORTH/SOUTH FENCE LINE, AND 250 FT (76.2 M) SOUTH OF FENCE
 AA5920'CORNER/ROCK CRIB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5921 ***********************************************************************
 AA5921  DESIGNATION -  0018 1992
 AA5921  PID         -  AA5921
 AA5921  STATE/COUNTY-  WA/KITTITAS
 AA5921  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 AA5921
 AA5921                         *CURRENT SURVEY CONTROL
 AA5921  ___________________________________________________________________
 AA5921* NAD 83(1998)-  46 54 42.47538(N)    120 31 04.31735(W)     ADJUSTED  
 AA5921* NAVD 88     -       613.7    (meters)    2013.     (feet)  GPS OBS   
 AA5921  ___________________________________________________________________
 AA5921  X           -  -2,216,709.123 (meters)                     COMP
 AA5921  Y           -  -3,760,543.415 (meters)                     COMP
 AA5921  Z           -   4,635,505.309 (meters)                     COMP
 AA5921  LAPLACE CORR-          -7.11  (seconds)                    DEFLEC99
 AA5921  ELLIP HEIGHT-         593.26  (meters)          (07/05/01) GPS OBS
 AA5921  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 AA5921
 AA5921  HORZ ORDER  -  FIRST
 AA5921  ELLP ORDER  -  FOURTH    CLASS II
 AA5921
 AA5921.The horizontal coordinates were established by GPS observations
 AA5921.and adjusted by the National Geodetic Survey in July 2001..
 AA5921.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5921.DATUM ITEM on the data sheet items page.
 AA5921
 AA5921.The orthometric height was determined by GPS observations and a
 AA5921.high-resolution geoid model.
 AA5921
 AA5921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5921
 AA5921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5921
 AA5921.The ellipsoidal height was determined by GPS observations
 AA5921.and is referenced to NAD 83.
 AA5921
 AA5921.The geoid height was determined by GEOID03.
 AA5921
 AA5921;                    North         East     Units Scale Factor Converg.
 AA5921;SPC WA S     -   175,448.620   498,639.048   MT  0.99993084   -0 00 46.7
 AA5921;SPC WA S     -   575,617.68  1,635,951.61   sFT  0.99993084   -0 00 46.7
 AA5921;UTM  10      - 5,198,353.566   689,012.117   MT  1.00003911   +1 48 47.7
 AA5921
 AA5921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5921!SPC WA S     -   0.99990701  x   0.99993084  =   0.99983786
 AA5921!UTM  10      -   0.99990701  x   1.00003911  =   0.99994612
 AA5921
 AA5921                          SUPERSEDED SURVEY CONTROL
 AA5921
 AA5921  NAD 83(1991)-  46 54 42.47418(N)    120 31 04.31714(W) AD(       ) 1
 AA5921  ELLIP H (06/21/95)  593.39   (m)                       GP(       ) 4 2
 AA5921
 AA5921.Superseded values are not recommended for survey control.
 AA5921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5921.See file dsdata.txt to determine how the superseded data were derived.
 AA5921
 AA5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS8901298354(NAD 83)
 AA5921_MARKER: DD = SURVEY DISK
 AA5921_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA5921_STAMPING: 0018
 AA5921_MARK LOGO: WA-039
 AA5921_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5921+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5921
 AA5921  HISTORY     - Date     Condition        Report By
 AA5921  HISTORY     - 1991     MONUMENTED       WA-039
 AA5921
 AA5921                          STATION DESCRIPTION
 AA5921
 AA5921'DESCRIBED BY KLICKITAT COUNTY WASHINGTON 1991
 AA5921'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5921'2.2 MI (3.5 KM) SOUTHWEST OF THE VILLAGE OF THRALL, AND 12.0 MI (19.3
 AA5921'KM) SOUTHEAST OF THE VILAGE OF THORP. TO REACH THE STATION FROM THE
 AA5921'INTERSECTION OF 8TH AVENUE AND MAIN STREET IN DOWNTOWN ELLENSBURG,
 AA5921'PROCEED SOUTH ON MAIN STREET FOR 1.3 MI (2.1 KM) TO THE INTERSECTION
 AA5921'WITH UPTANUM ROAD. TURN RIGHT AND PROCEED WEST AND SOUTH WEST ON
 AA5921'UPTANUM ROAD FOR 5.2 MI (8.4 KM) TO DURR ROAD ON THE LEFT. TURN LEFT
 AA5921'AND PROCEED SOUTH ON DURR ROAD FOR 1.57 MI (2.53 KM) TO A LOCKED GATE
 AA5921'ON THE LEFT (KEY FROM LAURIN MELLERGAARD). TURN LEFT AND PROCEED
 AA5921'THROUGH GATE AND EAST FOLLOWING FENCE FOR 1.2 MI (1.9 KM) , THEN NORTH
 AA5921'FOR 0.25 MI (0.40 KM) , THEN EAST FOR 0.5 MI (0.8 KM) , THEN NORTH FOR
 AA5921'0.5 MI (0.8 KM) , THEN TURN EAST AND PROCEED 0.5 MI (0.8 KM) DOWN HILL
 AA5921'FOLLOWING OLD FENCE REMANENTS. STATION IS LOCATED ON A SAGE BRUSH
 AA5921'RIDGE 600 FT (182.9 M) BELOW. THE STATION IS A KITTITA COUNTY BRASS
 AA5921'CAP STAMPED "0018" AND SET INTO A 2.5 INCH IRON PIPE AND PROJECTING 5
 AA5921'INCHES ABOVE GROUND LEVEL WITH ROCKS PILED AROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5922 ***********************************************************************
 AA5922  DESIGNATION -  0019 1992
 AA5922  PID         -  AA5922
 AA5922  STATE/COUNTY-  WA/KITTITAS
 AA5922  USGS QUAD   -  KITTITAS (1978)
 AA5922
 AA5922                         *CURRENT SURVEY CONTROL
 AA5922  ___________________________________________________________________
 AA5922* NAD 83(1998)-  46 54 42.88191(N)    120 23 03.19035(W)     ADJUSTED  
 AA5922* NAVD 88     -       508.1    (meters)    1667.     (feet)  GPS OBS   
 AA5922  ___________________________________________________________________
 AA5922  X           -  -2,207,890.237 (meters)                     COMP
 AA5922  Y           -  -3,765,633.651 (meters)                     COMP
 AA5922  Z           -   4,635,436.743 (meters)                     COMP
 AA5922  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA5922  ELLIP HEIGHT-         487.63  (meters)          (07/05/01) GPS OBS
 AA5922  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 AA5922
 AA5922  HORZ ORDER  -  FIRST
 AA5922  ELLP ORDER  -  FOURTH    CLASS II
 AA5922
 AA5922.The horizontal coordinates were established by GPS observations
 AA5922.and adjusted by the National Geodetic Survey in July 2001..
 AA5922.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5922.DATUM ITEM on the data sheet items page.
 AA5922
 AA5922.The orthometric height was determined by GPS observations and a
 AA5922.high-resolution geoid model.
 AA5922
 AA5922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5922
 AA5922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5922
 AA5922.The ellipsoidal height was determined by GPS observations
 AA5922.and is referenced to NAD 83.
 AA5922
 AA5922.The geoid height was determined by GEOID03.
 AA5922
 AA5922;                    North         East     Units Scale Factor Converg.
 AA5922;SPC WA S     -   175,467.492   508,819.647   MT  0.99993085   +0 05 02.8
 AA5922;SPC WA S     -   575,679.60  1,669,352.46   sFT  0.99993085   +0 05 02.8
 AA5922;UTM  10      - 5,198,696.965   699,188.288   MT  1.00008767   +1 54 39.4
 AA5922
 AA5922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5922!SPC WA S     -   0.99992357  x   0.99993085  =   0.99985442
 AA5922!UTM  10      -   0.99992357  x   1.00008767  =   1.00001123
 AA5922
 AA5922                          SUPERSEDED SURVEY CONTROL
 AA5922
 AA5922  NAD 83(1991)-  46 54 42.88077(N)    120 23 03.19004(W) AD(       ) 1
 AA5922  ELLIP H (06/21/95)  487.76   (m)                       GP(       ) 4 2
 AA5922
 AA5922.Superseded values are not recommended for survey control.
 AA5922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5922.See file dsdata.txt to determine how the superseded data were derived.
 AA5922
 AA5922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS9918898697(NAD 83)
 AA5922_MARKER: DD = SURVEY DISK
 AA5922_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA5922_SP_SET: SURVEY CAP WITH PUNCH MARK
 AA5922_STAMPING: 0019
 AA5922_MARK LOGO: NONE  
 AA5922_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5922+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5922
 AA5922  HISTORY     - Date     Condition        Report By
 AA5922  HISTORY     - 1992     MONUMENTED       WADT
 AA5922
 AA5922                          STATION DESCRIPTION
 AA5922
 AA5922'DESCRIBED BY WA DEPT OF TRANSP 1992
 AA5922'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5922'5.0 MI (8.0 KM) SOUTHEAST OF THE VILLAGE OF KITTITAS, AND 9.0 MI (14.5
 AA5922'KM) SOUTHEAST OF THE TOWN OF ELLENSBURG. TO REACH THE STATION FROM THE
 AA5922'POST OFFICE IN KITTITAS, LOCATED AT MAIN STREET AND 1ST AVENUE,
 AA5922'PROCEED SOUTH ON MAIN STREET FOR 1.05 MI (1.69 KM) TO THE I-90
 AA5922'INTERCHANGE, CROSS I-90 AND CONTINUE SOUTH ON CLEMAN ROAD FOR 3.3 MI
 AA5922'(5.3 KM) TO THE INTERSECTION WITH THRALL ROAD. TURN LEFT AND PROCEED
 AA5922'EAST ON THRALL ROAD FOR 0.55 MI (0.89 KM) TO THE INTERSECTION WITH
 AA5922'BADGER POCKET ROAD. TURN RIGHT AND GO SOUTH ON BADGER POCKET ROAD FOR
 AA5922'1.1 MI (1.8 KM) TO FOURTH PARALLEL ROAD. TURN LEFT AND PROCEED EAST ON
 AA5922'FOURTH PARALLEL ROAD FOR 0.85 MI (1.37 KM) TO THE INTERSECTION WITH
 AA5922'LAWRENCE ROAD ON THE RIGHT AND THE STATION IN THE MIDDLE OF THE
 AA5922'INTERSECTION. THE STATION IS AN ALUMINUM SURVEY CAP WITH PUNCH MARK
 AA5922'SET INSIDE A MONUMENT CASE AND COVER. THE DISK IS LOCATED 42.9 FT
 AA5922'(13.1 M) NORTHEAST OF TELEPHONE POLE N0. 'HM 10 HMA', AND 29.0 FT (8.8
 AA5922'M) SOUTHWEST OF POWER POLE NO. '73-23'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5923 ***********************************************************************
 AA5923  DESIGNATION -  0020 1992
 AA5923  PID         -  AA5923
 AA5923  STATE/COUNTY-  WA/KITTITAS
 AA5923  USGS QUAD   -  EAST KITTITAS (1953)
 AA5923
 AA5923                         *CURRENT SURVEY CONTROL
 AA5923  ___________________________________________________________________
 AA5923* NAD 83(1998)-  46 54 45.90697(N)    120 15 44.12553(W)     ADJUSTED  
 AA5923* NAVD 88     -       816.8    (meters)    2680.     (feet)  GPS OBS   
 AA5923  ___________________________________________________________________
 AA5923  X           -  -2,199,941.469 (meters)                     COMP
 AA5923  Y           -  -3,770,448.215 (meters)                     COMP
 AA5923  Z           -   4,635,726.097 (meters)                     COMP
 AA5923  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AA5923  ELLIP HEIGHT-         796.45  (meters)          (07/05/01) GPS OBS
 AA5923  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 AA5923
 AA5923  HORZ ORDER  -  FIRST
 AA5923  ELLP ORDER  -  FOURTH    CLASS II
 AA5923
 AA5923.The horizontal coordinates were established by GPS observations
 AA5923.and adjusted by the National Geodetic Survey in July 2001..
 AA5923.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5923.DATUM ITEM on the data sheet items page.
 AA5923
 AA5923.The orthometric height was determined by GPS observations and a
 AA5923.high-resolution geoid model.
 AA5923
 AA5923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5923
 AA5923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5923
 AA5923.The ellipsoidal height was determined by GPS observations
 AA5923.and is referenced to NAD 83.
 AA5923
 AA5923.The geoid height was determined by GEOID03.
 AA5923
 AA5923;                    North         East     Units Scale Factor Converg.
 AA5923;SPC WA S     -   175,581.720   518,109.909   MT  0.99993093   +0 10 21.7
 AA5923;SPC WA S     -   576,054.36  1,699,832.26   sFT  0.99993093   +0 10 21.7
 AA5923;UTM  10      - 5,199,107.421   708,471.854   MT  1.00013419   +2 00 00.5
 AA5923
 AA5923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5923!SPC WA S     -   0.99987517  x   0.99993093  =   0.99980611
 AA5923!UTM  10      -   0.99987517  x   1.00013419  =   1.00000934
 AA5923
 AA5923                          SUPERSEDED SURVEY CONTROL
 AA5923
 AA5923  NAD 83(1991)-  46 54 45.90598(N)    120 15 44.12457(W) AD(       ) 1
 AA5923  ELLIP H (06/21/95)  796.56   (m)                       GP(       ) 4 2
 AA5923
 AA5923.Superseded values are not recommended for survey control.
 AA5923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5923.See file dsdata.txt to determine how the superseded data were derived.
 AA5923
 AA5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS0847299107(NAD 83)
 AA5923_MARKER: DD = SURVEY DISK
 AA5923_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA5923_STAMPING: 0020 GPS 1992
 AA5923_MARK LOGO: WA-039
 AA5923_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA5923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5923+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5923
 AA5923  HISTORY     - Date     Condition        Report By
 AA5923  HISTORY     - 1992     MONUMENTED       WADT
 AA5923
 AA5923                          STATION DESCRIPTION
 AA5923
 AA5923'DESCRIBED BY WA DEPT OF TRANSP 1992
 AA5923'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5923'8.0 MI (12.9 KM) SOUTHEAST OF THE VILLAGE OF KITTITAS, AND 13.5 MI
 AA5923'(21.7 KM) SOUTHEAST OF THE TOWN OF ELLENSBURG. TO REACH THE STATION
 AA5923'FROM THE POST OFFICE IN KITTITAS, LOCATED AT MAIN STREET AND PARKE
 AA5923'CREEK ROAD, PROCEED EAST ON PARKE CREEK ROAD FOR 2.8 MI (4.5 KM) TO
 AA5923'THE INTERSECTION WITH MUNDY ROAD. TURN RIGHT AND PROCEED SOUTH ON
 AA5923'PRATER ROAD FOR 0.35 MI (0.56 KM) TO THE INTERSECTION WITH BOYLSTON
 AA5923'ROAD. TURN LEFT AND PROCEED EAST ON BOYLSTON ROAD (PARALLEL TO I-90)
 AA5923'FOR 3.5 MI (5.6 KM) TO A 'T' INTERSECTION WITH STEVENS ROAD. TURN
 AA5923'RIGHT AND PROCEED SOUTH ON STEVENS ROAD (CONTINUE ON DIRT ROAD) FOR
 AA5923'3.8 MI (6.1 KM) TO A SIDE ROAD ON THE RIGHT. TURN RIGHT AND PROCEED
 AA5923'SOUTH FOR 0.3 MI (0.5 KM) ON DIRT ROAD CROSSING AN OLD RAILROAD GRADE
 AA5923'TO GATE ON FENCE LINE. CONTINUE SOUTH ON DIRT ROAD FOR 1.05 MI (1.69
 AA5923'KM) TO STATION ON RIGHT. THE STATION IS A KITTITAS COUNTY BRASS DISK
 AA5923'STAMPED "0020 GPS 1992" AND SET INTO THE TOP OF A 2.5 INCH IRON PIPE
 AA5923'SURROUNDED WITH ROCKS. THE DISK IS LOCATED 60.0 FT (18.3 M) SOUTHEAST
 AA5923'OF A SMALL RAVINE, AND 157.0 FT (47.9 M) SOUTHWEST OF CENTERLINE OF
 AA5923'DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5924 ***********************************************************************
 AA5924  DESIGNATION -  0021 1992
 AA5924  PID         -  AA5924
 AA5924  STATE/COUNTY-  WA/KITTITAS
 AA5924  USGS QUAD   -  WYMER (1953)
 AA5924
 AA5924                         *CURRENT SURVEY CONTROL
 AA5924  ___________________________________________________________________
 AA5924* NAD 83(1998)-  46 49 32.20306(N)    120 22 59.98251(W)     ADJUSTED  
 AA5924* NAVD 88     -       620.2    (meters)    2035.     (feet)  GPS OBS   
 AA5924  ___________________________________________________________________
 AA5924  X           -  -2,211,411.904 (meters)                     COMP
 AA5924  Y           -  -3,771,774.414 (meters)                     COMP
 AA5924  Z           -   4,628,958.897 (meters)                     COMP
 AA5924  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AA5924  ELLIP HEIGHT-         599.60  (meters)          (07/05/01) GPS OBS
 AA5924  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 AA5924
 AA5924  HORZ ORDER  -  FIRST
 AA5924  ELLP ORDER  -  FOURTH    CLASS II
 AA5924
 AA5924.The horizontal coordinates were established by GPS observations
 AA5924.and adjusted by the National Geodetic Survey in July 2001..
 AA5924.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5924.DATUM ITEM on the data sheet items page.
 AA5924
 AA5924.The orthometric height was determined by GPS observations and a
 AA5924.high-resolution geoid model.
 AA5924
 AA5924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5924
 AA5924.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5924
 AA5924.The ellipsoidal height was determined by GPS observations
 AA5924.and is referenced to NAD 83.
 AA5924
 AA5924.The geoid height was determined by GEOID03.
 AA5924
 AA5924;                    North         East     Units Scale Factor Converg.
 AA5924;SPC WA S     -   165,874.516   508,901.715   MT  0.99992339   +0 05 05.1
 AA5924;SPC WA S     -   544,206.64  1,669,621.71   sFT  0.99992339   +0 05 05.1
 AA5924;UTM  10      - 5,189,109.923   699,575.965   MT  1.00008958   +1 54 32.0
 AA5924
 AA5924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5924!SPC WA S     -   0.99990602  x   0.99992339  =   0.99982942
 AA5924!UTM  10      -   0.99990602  x   1.00008958  =   0.99999559
 AA5924
 AA5924                          SUPERSEDED SURVEY CONTROL
 AA5924
 AA5924  NAD 83(1991)-  46 49 32.20216(N)    120 22 59.98188(W) AD(       ) 1
 AA5924  ELLIP H (06/21/95)  599.72   (m)                       GP(       ) 4 2
 AA5924
 AA5924.Superseded values are not recommended for survey control.
 AA5924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5924.See file dsdata.txt to determine how the superseded data were derived.
 AA5924
 AA5924_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS9957689110(NAD 83)
 AA5924_MARKER: DD = SURVEY DISK
 AA5924_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA5924_STAMPING: 0021
 AA5924_MARK LOGO: WA-039
 AA5924_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA5924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5924+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5924
 AA5924  HISTORY     - Date     Condition        Report By
 AA5924  HISTORY     - 1991     MONUMENTED       WA-039
 AA5924
 AA5924                          STATION DESCRIPTION
 AA5924
 AA5924'DESCRIBED BY KLICKITAT COUNTY WASHINGTON 1991
 AA5924'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, APPROXIMATELY
 AA5924'10.5 MI (16.9 KM) SOUTH OF THE VILLAGE OF KITTITAS, AND 13.5 MI (21.7
 AA5924'KM) SOUTHEAST OF THE TOWN OF ELLENSBURG. TO REACH THE STATION FROM THE
 AA5924'INTERSECTION OF 8TH AVENUE AND MAIN STREET IN DOWNTOWN ELLENSBURG,
 AA5924'PROCEED SOUTH ON MAIN STREET FOR 1.8 MI (2.9 KM) TO I-90. TURN LEFT
 AA5924'AND PROCEED EAST ON I-90 FOR 1.5 MI (2.4 KM) TO I-82 (US 97) EXIT.
 AA5924'TURN RIGHT AND PROCEED SOUTHEAST ON I-82 FOR 12.0 MI (19.3 KM) TO THE
 AA5924'MILITARY EXIT. TURN RIGHT AND PROCEED SOUTHWEST THROUGH GREEN GATE FOR
 AA5924'0.15 MI. TURN LEFT AND PROCEED FOR 0.1 MI, TURN LEFT AND PROCEED SOUTH
 AA5924'ALONG OLD FENCE LINE FOR 1.0 MI (1.6 KM) TO THREE ROCK CRIPS AND THE
 AA5924'MONUMENT ON THE RIGHT. THE STATION IS A COUNTY OF KITTITAS BRASS
 AA5924'SURVEY DISK STAMPED "0021" AND SET INTO THE TOP OF A 2.5 INCH DIAMETER
 AA5924'IRON PIPE PROJECTING 2.0 INCHES ABOVE GROUND LEVEL AND SURROUNDED WITH
 AA5924'ROCKS. THE DISK IS LOCATED 47.5 FT (14.5 M) WEST OF A ROCK CRIB AND
 AA5924'51.9 FT (15.8 M) NORTHWEST OF ANOTHER ROCK CRIB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5926 ***********************************************************************
 AA5926  DESIGNATION -  0030 1992
 AA5926  PID         -  AA5926
 AA5926  STATE/COUNTY-  WA/KITTITAS
 AA5926  USGS QUAD   -  CLE ELUM (1984)
 AA5926
 AA5926                         *CURRENT SURVEY CONTROL
 AA5926  ___________________________________________________________________
 AA5926* NAD 83(1998)-  47 09 07.70151(N)    120 56 53.69070(W)     ADJUSTED  
 AA5926* NAVD 88     -      1226.7    (meters)    4025.     (feet)  GPS OBS   
 AA5926  ___________________________________________________________________
 AA5926  X           -  -2,235,053.315 (meters)                     COMP
 AA5926  Y           -  -3,727,375.428 (meters)                     COMP
 AA5926  Z           -   4,654,168.718 (meters)                     COMP
 AA5926  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AA5926  ELLIP HEIGHT-        1207.46  (meters)          (07/05/01) GPS OBS
 AA5926  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 AA5926
 AA5926  HORZ ORDER  -  FIRST
 AA5926  ELLP ORDER  -  FOURTH    CLASS II
 AA5926
 AA5926.The horizontal coordinates were established by GPS observations
 AA5926.and adjusted by the National Geodetic Survey in July 2001..
 AA5926.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5926.DATUM ITEM on the data sheet items page.
 AA5926
 AA5926.The orthometric height was determined by GPS observations and a
 AA5926.high-resolution geoid model.
 AA5926
 AA5926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5926
 AA5926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5926
 AA5926.The ellipsoidal height was determined by GPS observations
 AA5926.and is referenced to NAD 83.
 AA5926
 AA5926.The geoid height was determined by GEOID03.
 AA5926
 AA5926;                    North         East     Units Scale Factor Converg.
 AA5926;SPC WA S     -   202,262.623   466,006.410   MT  0.99996359   -0 19 32.2
 AA5926;SPC WA S     -   663,589.96  1,528,889.36   sFT  0.99996359   -0 19 32.2
 AA5926;UTM  10      - 5,224,113.252   655,539.884   MT  0.99989733   +1 30 16.4
 AA5926
 AA5926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5926!SPC WA S     -   0.99981077  x   0.99996359  =   0.99977437
 AA5926!UTM  10      -   0.99981077  x   0.99989733  =   0.99970812
 AA5926
 AA5926                          SUPERSEDED SURVEY CONTROL
 AA5926
 AA5926  NAD 83(1991)-  47 09 07.69993(N)    120 56 53.69169(W) AD(       ) 1
 AA5926  ELLIP H (06/21/95) 1207.60   (m)                       GP(       ) 4 2
 AA5926
 AA5926.Superseded values are not recommended for survey control.
 AA5926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5926.See file dsdata.txt to determine how the superseded data were derived.
 AA5926
 AA5926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5554024113(NAD 83)
 AA5926_MARKER: DD = SURVEY DISK
 AA5926_SETTING: 66 = SET IN ROCK OUTCROP
 AA5926_STAMPING: 0030 GPS 1992
 AA5926_MARK LOGO: WA-039
 AA5926_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5926+STABILITY: POSITION/ELEVATION WELL
 AA5926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5926+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5926
 AA5926  HISTORY     - Date     Condition        Report By
 AA5926  HISTORY     - 1992     MONUMENTED       MSI
 AA5926
 AA5926                          STATION DESCRIPTION
 AA5926
 AA5926'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1992
 AA5926'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5926'APPROXIMATELY 2.0 MI (3.2 KM) SOUTHWEST OF THE TOWN OF CLE ELUM, AND
 AA5926'4.0 MI (6.4 KM) SOUTHEAST OF VILLAGE OF ROSLYN. TO REACH THE STATION
 AA5926'FROM THE EXIT 85 OVERPASS ON I-90, PROCEED NORTH ON THE OVERPASS ROAD
 AA5926'FOR 0.3 MI (0.5 KM) TO A T-INTERSECTION. TURN LEFT AND PROCEED WEST
 AA5926'FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH S.R. 970. TURN LEFT AND
 AA5926'PROCEED WEST ON S.R. 970 (FIRST STREET) FOR 2.0 MI, PASSING THROUGH
 AA5926'CLE ELUM, TO THE INTERSECTION WITH ROSSETTI STREET.  TURN LEFT AND
 AA5926'PROCEED SOUTH ON ROSSETTI STREET (LATER FOURTH STREET) FOR 0.9 MI (1.4
 AA5926'KM) TO THE T-INTERSECTION WITH LOWER PEOH POINT ROAD AND WESTSIDE ROAD
 AA5926'ON THE RIGHT. TURN RIGHT AND PROCEED WEST AND SOUTH ON WESTSIDE ROAD
 AA5926'FOR 2.0 MI (3.2 KM) TO THE INTERSECTION WITH MOHAR ROAD ON THE LEFT.
 AA5926'CONTINUE SOUTH ON WESTSIDE ROAD FOR 0.1 MI (0.2 KM) TO THE
 AA5926'INTERSECTION WITH F.R. 3350 ON THE LEFT. TURN LEFT AND PROCEED SOUTH
 AA5926'AND EAST ON F.R. 3350 FOR 6.5 MI (10.5 KM) TO A 5-WAY INTERSECTION OF
 AA5926'ROADS. TURN LEFT AND PROCEED EAST ON F.R. 115 FOR 0.7 MI (1.1 KM) TO A
 AA5926'4-WAY INTERSECTION TURN LEFT AND PROCEED 0.4 MI (0.6 KM) TO THE GATE
 AA5926'AND END OF TRUCK TRAVEL. PROCEED NORTH ON FOOT ALONG ROAD FOR 0.6 MI
 AA5926'(1.0 KM) TO A GENERATOR SHACK AND THE STATION. THE STATION IS A
 AA5926'KITTITAS COUNTY SURVEY DISK (UNSTAMPED) SET IN A DRILL HOLE IN A ROCK
 AA5926'OUTCROP FLUSH WITH GROUND LEVEL. THE DISK IS LOCATED 2.1 FT (0.6 M)
 AA5926'NORTH FROM EDGE OF FOUNDATION, 1.3 FT (0.4 M) SOUTH OF FENCE LINE, AND
 AA5926'3.4 FT (1.0 M) NORTHEAST OF THE NORTHWEST CORNER OF FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5927 ***********************************************************************
 AA5927  DESIGNATION -  0031 1993
 AA5927  PID         -  AA5927
 AA5927  STATE/COUNTY-  WA/KITTITAS
 AA5927  USGS QUAD   -  SNOQUALMIE PASS (1989)
 AA5927
 AA5927                         *CURRENT SURVEY CONTROL
 AA5927  ___________________________________________________________________
 AA5927* NAD 83(1998)-  47 24 33.95691(N)    121 25 17.47589(W)     ADJUSTED  
 AA5927* NAVD 88     -      1098.9    (meters)    3605.     (feet)  GPS OBS   
 AA5927  ___________________________________________________________________
 AA5927  X           -  -2,254,762.077 (meters)                     COMP
 AA5927  Y           -  -3,690,775.208 (meters)                     COMP
 AA5927  Z           -   4,673,483.638 (meters)                     COMP
 AA5927  LAPLACE CORR-          11.15  (seconds)                    DEFLEC99
 AA5927  ELLIP HEIGHT-        1079.12  (meters)          (07/05/01) GPS OBS
 AA5927  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 AA5927
 AA5927  HORZ ORDER  -  FIRST
 AA5927  ELLP ORDER  -  FOURTH    CLASS II
 AA5927
 AA5927.The horizontal coordinates were established by GPS observations
 AA5927.and adjusted by the National Geodetic Survey in July 2001..
 AA5927.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5927.DATUM ITEM on the data sheet items page.
 AA5927
 AA5927.The orthometric height was determined by GPS observations and a
 AA5927.high-resolution geoid model.
 AA5927
 AA5927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5927
 AA5927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5927
 AA5927.The ellipsoidal height was determined by GPS observations
 AA5927.and is referenced to NAD 83.
 AA5927
 AA5927.The geoid height was determined by GEOID03.
 AA5927
 AA5927;                    North         East     Units Scale Factor Converg.
 AA5927;SPC WA S     -   231,176.911   430,450.308   MT  1.00001831   -0 40 09.8
 AA5927;SPC WA S     -   758,452.92  1,412,235.72   sFT  1.00001831   -0 40 09.8
 AA5927;UTM  10      - 5,251,872.282   619,083.710   MT  0.99977427   +1 09 44.0
 AA5927
 AA5927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5927!SPC WA S     -   0.99983088  x   1.00001831  =   0.99984919
 AA5927!UTM  10      -   0.99983088  x   0.99977427  =   0.99960519
 AA5927
 AA5927                          SUPERSEDED SURVEY CONTROL
 AA5927
 AA5927  NAD 83(1991)-  47 24 33.95550(N)    121 25 17.47748(W) AD(       ) 1
 AA5927  ELLIP H (06/21/95) 1079.31   (m)                       GP(       ) 4 2
 AA5927
 AA5927.Superseded values are not recommended for survey control.
 AA5927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5927.See file dsdata.txt to determine how the superseded data were derived.
 AA5927
 AA5927_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT1908451872(NAD 83)
 AA5927_MARKER: DD = SURVEY DISK
 AA5927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5927_STAMPING: STN. 0031 1993
 AA5927_MARK LOGO: WA-039
 AA5927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5927+STABILITY: SURFACE MOTION
 AA5927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5927+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5927
 AA5927  HISTORY     - Date     Condition        Report By
 AA5927  HISTORY     - 1993     MONUMENTED       MSI
 AA5927
 AA5927                          STATION DESCRIPTION
 AA5927
 AA5927'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5927'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON, WITHIN
 AA5927'THE SNOQUALMIE SKI AREA, APPROXIMATELY 1.8 MI (2.9 KM) NORTHWEST OF
 AA5927'THE VILLAGE OF HYAK, AND APPROXIMATELY 17 MI (27.4 KM) NORTHWEST OF
 AA5927'THE VILLAGE OF EASTON. TO REACH THE STATION FROM THE EXIT 54 OVERPASS
 AA5927'ON I-90, PROCEED SOUTHWEST ON THE OVERPASS ROAD FOR 0.1 MI (0.2 KM) TO
 AA5927'THE INTERSECTION WITH S.R. 906. TURN RIGHT AND PROCEED NORTHWEST ON
 AA5927'S.R. 906 FOR 1.2 MI (1.9 KM) TO THE "TRIPLE 60" SKI LIFT ON THE LEFT.
 AA5927'THE STATION IS LOCATED AT THE TOP OF THE "TRIPLE 60" SKI LIFT, NEAR A
 AA5927'LIGHT TOWER.  EASIEST ACCESS IS BY SKI LIFT. FROM THE TOP OF THE SKI
 AA5927'LIFT, PROCEED SOUTHERLY TO THE STATION NEAR THE LIGHT TOWER. THE
 AA5927'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0031 1993"
 AA5927'AND IS SET IN THE TOP OF A CONCRETE MONUMENT, WHICH IS 10 INCHES IN
 AA5927'DIAMETER AND PROJECTS APPROXIMATELY 3 INCHES ABOVE GROUND LEVEL. THE
 AA5927'DISK IS LOCATED 8.5 FT (2.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AA5927'THE LIGHT TOWER, AT A BEARING OF 230 DEGREES, AND X.X FT XXXXXXXXX OF
 AA5927'AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5928 ***********************************************************************
 AA5928  DESIGNATION -  0032 1993
 AA5928  PID         -  AA5928
 AA5928  STATE/COUNTY-  WA/KITTITAS
 AA5928  USGS QUAD   -  SNOQUALMIE PASS (1989)
 AA5928
 AA5928                         *CURRENT SURVEY CONTROL
 AA5928  ___________________________________________________________________
 AA5928* NAD 83(1998)-  47 24 21.04872(N)    121 24 41.84688(W)     ADJUSTED  
 AA5928* NAVD 88     -       885.8    (meters)    2906.     (feet)  GPS OBS   
 AA5928  ___________________________________________________________________
 AA5928  X           -  -2,254,202.350 (meters)                     COMP
 AA5928  Y           -  -3,691,292.076 (meters)                     COMP
 AA5928  Z           -   4,673,056.959 (meters)                     COMP
 AA5928  LAPLACE CORR-          10.64  (seconds)                    DEFLEC99
 AA5928  ELLIP HEIGHT-         866.07  (meters)          (07/05/01) GPS OBS
 AA5928  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 AA5928
 AA5928  HORZ ORDER  -  FIRST
 AA5928  ELLP ORDER  -  FOURTH    CLASS II
 AA5928
 AA5928.The horizontal coordinates were established by GPS observations
 AA5928.and adjusted by the National Geodetic Survey in July 2001..
 AA5928.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5928.DATUM ITEM on the data sheet items page.
 AA5928
 AA5928.The orthometric height was determined by GPS observations and a
 AA5928.high-resolution geoid model.
 AA5928
 AA5928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5928
 AA5928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5928
 AA5928.The ellipsoidal height was determined by GPS observations
 AA5928.and is referenced to NAD 83.
 AA5928
 AA5928.The geoid height was determined by GEOID03.
 AA5928
 AA5928;                    North         East     Units Scale Factor Converg.
 AA5928;SPC WA S     -   230,769.608   431,192.617   MT  1.00001740   -0 39 43.9
 AA5928;SPC WA S     -   757,116.62  1,414,671.11   sFT  1.00001740   -0 39 43.9
 AA5928;UTM  10      - 5,251,489.005   619,838.475   MT  0.99977649   +1 10 10.0
 AA5928
 AA5928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5928!SPC WA S     -   0.99986427  x   1.00001740  =   0.99988167
 AA5928!UTM  10      -   0.99986427  x   0.99977649  =   0.99964079
 AA5928
 AA5928                          SUPERSEDED SURVEY CONTROL
 AA5928
 AA5928  NAD 83(1991)-  47 24 21.04730(N)    121 24 41.84846(W) AD(       ) 1
 AA5928  ELLIP H (06/21/95)  866.25   (m)                       GP(       ) 4 2
 AA5928
 AA5928.Superseded values are not recommended for survey control.
 AA5928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5928.See file dsdata.txt to determine how the superseded data were derived.
 AA5928
 AA5928_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT1983851489(NAD 83)
 AA5928_MARKER: DD = SURVEY DISK
 AA5928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5928_STAMPING: STN. 0032 1993
 AA5928_MARK LOGO: WA-039
 AA5928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5928+STABILITY: SURFACE MOTION
 AA5928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5928+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004
 AA5928
 AA5928  HISTORY     - Date     Condition        Report By
 AA5928  HISTORY     - 1993     MONUMENTED       MSI
 AA5928  HISTORY     - 20040824 GOOD             USPSQD
 AA5928
 AA5928                          STATION DESCRIPTION
 AA5928
 AA5928'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5928'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON, NEAR THE
 AA5928'SNOQUALMIE SKI AREA, APPROXIMATELY 1.2 MI (1.9 KM) NORTHWEST OF THE
 AA5928'VILLAGE OF HYAK, AND APPROXIMATELY 16 MI (25.7 KM) NORTHWEST OF THE
 AA5928'VILLAGE OF EASTON. TO REACH THE STATION FROM THE EXIT 54 OVERPASS ON
 AA5928'I-90, PROCEED SOUTHWEST ON THE OVERPASS ROAD FOR 0.1 MI (0.2 KM) TO
 AA5928'THE INTERSECTION WITH S.R. 906. TURN RIGHT AND PROCEED NORTHWEST ALONG
 AA5928'S.R. 906 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE LEFT. THE STATION
 AA5928'IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0032 1993", AND SET
 AA5928'IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND
 AA5928'PROJECTS APPROXIMATELY 3 INCHES ABOVE GROUND LEVEL. THE DISK IS
 AA5928'LOCATED 27.5 FT (8.4 M) SOUTHWEST OF THE CENTERLINE OF S.R. 906, 35.9
 AA5928'FT (10.9 M) SOUTHEAST OF A SIGN READING "SKI ACRES LOWER PARKING LOT",
 AA5928'59.0 FT (18.0 M) NORTHWEST OF POWER POLE NO. 095315, AND 2.O FT SOUTH
 AA5928'OF AN ORANGE CARSONITE WITNESS POST.
 AA5928
 AA5928                          STATION RECOVERY (2004)
 AA5928
 AA5928'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AA5928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5930 ***********************************************************************
 AA5930  DESIGNATION -  0034 1993
 AA5930  PID         -  AA5930
 AA5930  STATE/COUNTY-  WA/KITTITAS
 AA5930  USGS QUAD   -  STAMPEDE PASS (1989)
 AA5930
 AA5930                         *CURRENT SURVEY CONTROL
 AA5930  ___________________________________________________________________
 AA5930* NAD 83(1998)-  47 22 10.08895(N)    121 22 25.79927(W)     ADJUSTED  
 AA5930* NAVD 88     -       770.6    (meters)    2528.     (feet)  GPS OBS   
 AA5930  ___________________________________________________________________
 AA5930  X           -  -2,253,276.442 (meters)                     COMP
 AA5930  Y           -  -3,695,253.226 (meters)                     COMP
 AA5930  Z           -   4,670,233.753 (meters)                     COMP
 AA5930  LAPLACE CORR-          13.62  (seconds)                    DEFLEC99
 AA5930  ELLIP HEIGHT-         751.05  (meters)          (07/05/01) GPS OBS
 AA5930  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 AA5930
 AA5930  HORZ ORDER  -  FIRST
 AA5930  ELLP ORDER  -  FOURTH    CLASS II
 AA5930
 AA5930.The horizontal coordinates were established by GPS observations
 AA5930.and adjusted by the National Geodetic Survey in July 2001..
 AA5930.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5930.DATUM ITEM on the data sheet items page.
 AA5930
 AA5930.The orthometric height was determined by GPS observations and a
 AA5930.high-resolution geoid model.
 AA5930
 AA5930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5930
 AA5930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5930
 AA5930.The ellipsoidal height was determined by GPS observations
 AA5930.and is referenced to NAD 83.
 AA5930
 AA5930.The geoid height was determined by GEOID03.
 AA5930
 AA5930;                    North         East     Units Scale Factor Converg.
 AA5930;SPC WA S     -   226,693.104   434,000.074   MT  1.00000847   -0 38 05.1
 AA5930;SPC WA S     -   743,742.29  1,423,881.91   sFT  1.00000847   -0 38 05.1
 AA5930;UTM  10      - 5,247,505.236   622,774.101   MT  0.99978524   +1 11 47.7
 AA5930
 AA5930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5930!SPC WA S     -   0.99988229  x   1.00000847  =   0.99989076
 AA5930!UTM  10      -   0.99988229  x   0.99978524  =   0.99966756
 AA5930
 AA5930                          SUPERSEDED SURVEY CONTROL
 AA5930
 AA5930  NAD 83(1991)-  47 22 10.08740(N)    121 22 25.80085(W) AD(       ) 1
 AA5930  ELLIP H (06/21/95)  751.22   (m)                       GP(       ) 4 2
 AA5930
 AA5930.Superseded values are not recommended for survey control.
 AA5930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5930.See file dsdata.txt to determine how the superseded data were derived.
 AA5930
 AA5930_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT2277447505(NAD 83)
 AA5930_MARKER: DD = SURVEY DISK
 AA5930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5930_STAMPING: STN. 0034 1993
 AA5930_MARK LOGO: WA-039
 AA5930_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5930+STABILITY: SURFACE MOTION
 AA5930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5930+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004
 AA5930
 AA5930  HISTORY     - Date     Condition        Report By
 AA5930  HISTORY     - 1993     MONUMENTED       MSI
 AA5930  HISTORY     - 20040824 GOOD             USPSQD
 AA5930
 AA5930                          STATION DESCRIPTION
 AA5930
 AA5930'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5930'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON, EAST OF
 AA5930'KEECHELUS LAKE, APPROXIMATELY 1.8 MI (2.9 KM) SOUTHEAST OF THE VILLAGE
 AA5930'OF HYAK AND APPROXIMATELY 13.5 MI (21.7 KM) NORTHWEST OF THE VILLAGE
 AA5930'OF EASTON. TO REACH THE STATION FROM THE EXIT 54 OVERPASS ON I-90,
 AA5930'PROCEED SOUTHEAST ON I-90 FOR 2.3 MI (3.7 KM) TO THE STATION IN THE
 AA5930'MEDIAN, APPROXIMATELY 170 FT (51.8 M) EAST OF MILE MARKER NO. 57. THE
 AA5930'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0034 1993",
 AA5930'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5930'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 17.5 FT
 AA5930'(5.3 M) NORTHWEST OF THE CENTER OF A DRAINAGE GRATE, 12.0 FT (3.7 M)
 AA5930'EAST OF THE EDGE OF THE PAVEMENT OF THE EASTBOUND LANE OF I-90, 46.9
 AA5930'FT (14.3 M) WEST OF THE EDGE OF THE PAVEMENT OF THE WESTBOUND LANE OF
 AA5930'I-90, AND 1.5 FT (0.5 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 AA5930
 AA5930                          STATION RECOVERY (2004)
 AA5930
 AA5930'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AA5930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5931 ***********************************************************************
 AA5931  DESIGNATION -  0037 1993
 AA5931  PID         -  AA5931
 AA5931  STATE/COUNTY-  WA/KITTITAS
 AA5931  USGS QUAD   -  STAMPEDE PASS (1989)
 AA5931
 AA5931                         *CURRENT SURVEY CONTROL
 AA5931  ___________________________________________________________________
 AA5931* NAD 83(1998)-  47 18 08.25319(N)    121 19 26.79431(W)     ADJUSTED  
 AA5931* NAVD 88     -       747.1    (meters)    2451.     (feet)  GPS OBS   
 AA5931  ___________________________________________________________________
 AA5931  X           -  -2,252,915.884 (meters)                     COMP
 AA5931  Y           -  -3,701,885.673 (meters)                     COMP
 AA5931  Z           -   4,665,154.497 (meters)                     COMP
 AA5931  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 AA5931  ELLIP HEIGHT-         727.58  (meters)          (07/05/01) GPS OBS
 AA5931  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 AA5931
 AA5931  HORZ ORDER  -  FIRST
 AA5931  ELLP ORDER  -  FOURTH    CLASS II
 AA5931
 AA5931.The horizontal coordinates were established by GPS observations
 AA5931.and adjusted by the National Geodetic Survey in July 2001..
 AA5931.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5931.DATUM ITEM on the data sheet items page.
 AA5931
 AA5931.The orthometric height was determined by GPS observations and a
 AA5931.high-resolution geoid model.
 AA5931
 AA5931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5931
 AA5931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5931
 AA5931.The ellipsoidal height was determined by GPS observations
 AA5931.and is referenced to NAD 83.
 AA5931
 AA5931.The geoid height was determined by GEOID03.
 AA5931
 AA5931;                    North         East     Units Scale Factor Converg.
 AA5931;SPC WA S     -   219,184.566   437,677.487   MT  0.99999305   -0 35 55.1
 AA5931;SPC WA S     -   719,108.03  1,435,946.89   sFT  0.99999305   -0 35 55.1
 AA5931;UTM  10      - 5,240,119.571   626,688.715   MT  0.99979725   +1 13 54.6
 AA5931
 AA5931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5931!SPC WA S     -   0.99988597  x   0.99999305  =   0.99987902
 AA5931!UTM  10      -   0.99988597  x   0.99979725  =   0.99968324
 AA5931
 AA5931                          SUPERSEDED SURVEY CONTROL
 AA5931
 AA5931  NAD 83(1991)-  47 18 08.25135(N)    121 19 26.79589(W) AD(       ) 1
 AA5931  ELLIP H (06/21/95)  727.73   (m)                       GP(       ) 4 2
 AA5931
 AA5931.Superseded values are not recommended for survey control.
 AA5931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5931.See file dsdata.txt to determine how the superseded data were derived.
 AA5931
 AA5931_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT2668940120(NAD 83)
 AA5931_MARKER: DD = SURVEY DISK
 AA5931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5931_STAMPING: STN. 0037 1993
 AA5931_MARK LOGO: WA-039
 AA5931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5931+STABILITY: SURFACE MOTION
 AA5931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5931+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5931
 AA5931  HISTORY     - Date     Condition        Report By
 AA5931  HISTORY     - 1993     MONUMENTED       MSI
 AA5931
 AA5931                          STATION DESCRIPTION
 AA5931
 AA5931'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5931'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5931'APPROXIMATELY 8.3 MI (13.4 KM) NORTHWEST OF THE VILLAGE OF EASTON. TO
 AA5931'REACH THE STATION FROM THE EXIT 62 OVERPASS ON I-90 (STAMPEDE PASS
 AA5931'ROAD), PROCEED SOUTH AND WEST ON STAMPEDE PASS ROAD FOR 1.1 MI (1.8
 AA5931'KM) TO THE STATION ON THE RIGHT, AT THE HIGH POWER LINE CROSSING. THE
 AA5931'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0037 1993",
 AA5931'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5931'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 25.5 FT
 AA5931'(7.8 M) NORTHWEST OF THE CENTERLINE OF STAMPEDE PASS ROAD, 78.5 FT
 AA5931'(23.9 M) NORTHEAST OF THE WEST END OF THE NORTHERLY CULVERT, 45.6 FT
 AA5931'(13.9 M) WEST-SOUTHWEST OF A DOE BONNEVILLE POWERS MONUMENT SET IN THE
 AA5931'CENTERLINE OF THE ROAD, AND 1.5 FT (0.5 M) SOUTH OF AN ORANGE
 AA5931'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5932 ***********************************************************************
 AA5932  DESIGNATION -  0038 1993
 AA5932  PID         -  AA5932
 AA5932  STATE/COUNTY-  WA/KITTITAS
 AA5932  USGS QUAD   -  STAMPEDE PASS (1989)
 AA5932
 AA5932                         *CURRENT SURVEY CONTROL
 AA5932  ___________________________________________________________________
 AA5932* NAD 83(1998)-  47 18 20.02184(N)    121 18 19.92177(W)     ADJUSTED  
 AA5932* NAVD 88     -       736.5    (meters)    2416.     (feet)  GPS OBS   
 AA5932  ___________________________________________________________________
 AA5932  X           -  -2,251,573.071 (meters)                     COMP
 AA5932  Y           -  -3,702,381.541 (meters)                     COMP
 AA5932  Z           -   4,665,393.248 (meters)                     COMP
 AA5932  LAPLACE CORR-           8.60  (seconds)                    DEFLEC99
 AA5932  ELLIP HEIGHT-         717.06  (meters)          (07/05/01) GPS OBS
 AA5932  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 AA5932
 AA5932  HORZ ORDER  -  FIRST
 AA5932  ELLP ORDER  -  FOURTH    CLASS II
 AA5932
 AA5932.The horizontal coordinates were established by GPS observations
 AA5932.and adjusted by the National Geodetic Survey in July 2001..
 AA5932.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5932.DATUM ITEM on the data sheet items page.
 AA5932
 AA5932.The orthometric height was determined by GPS observations and a
 AA5932.high-resolution geoid model.
 AA5932
 AA5932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5932
 AA5932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5932
 AA5932.The ellipsoidal height was determined by GPS observations
 AA5932.and is referenced to NAD 83.
 AA5932
 AA5932.The geoid height was determined by GEOID03.
 AA5932
 AA5932;                    North         East     Units Scale Factor Converg.
 AA5932;SPC WA S     -   219,533.477   439,085.919   MT  0.99999376   -0 35 06.5
 AA5932;SPC WA S     -   720,252.75  1,440,567.72   sFT  0.99999376   -0 35 06.5
 AA5932;UTM  10      - 5,240,513.219   628,085.012   MT  0.99980162   +1 14 44.0
 AA5932
 AA5932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5932!SPC WA S     -   0.99988762  x   0.99999376  =   0.99988138
 AA5932!UTM  10      -   0.99988762  x   0.99980162  =   0.99968926
 AA5932
 AA5932                          SUPERSEDED SURVEY CONTROL
 AA5932
 AA5932  NAD 83(1991)-  47 18 20.02001(N)    121 18 19.92333(W) AD(       ) 1
 AA5932  ELLIP H (06/21/95)  717.22   (m)                       GP(       ) 4 2
 AA5932
 AA5932.Superseded values are not recommended for survey control.
 AA5932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5932.See file dsdata.txt to determine how the superseded data were derived.
 AA5932
 AA5932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT2808540513(NAD 83)
 AA5932_MARKER: DD = SURVEY DISK
 AA5932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5932_STAMPING: STN. 0038 1993
 AA5932_MARK LOGO: WA-039
 AA5932_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5932+STABILITY: SURFACE MOTION
 AA5932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5932+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5932
 AA5932  HISTORY     - Date     Condition        Report By
 AA5932  HISTORY     - 1993     MONUMENTED       MSI
 AA5932
 AA5932                          STATION DESCRIPTION
 AA5932
 AA5932'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5932'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5932'APPROXIMATELY 7.7 MI (12.4 KM) NORTHWEST OF THE VILLAGE OF EASTON, AT
 AA5932'THE EXIT 62 OVERPASS ON I-90. THE STATION IS LOCATED IN THE SOUTHEAST
 AA5932'CORNER OF THE INTERSECTION OF THE EXIT RAMP AND KACHESS LAKE ROAD. THE
 AA5932'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0038 1993",
 AA5932'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5932'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 21.6 FT
 AA5932'(6.6 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF THE EXIT 62 EXIT RAMP
 AA5932'(WESTBOUND), 75.6 FT (23.0 M) EAST OF THE CENTERLINE OF KACHESS LAKE
 AA5932'ROAD, 34.0 FT (10.4 M) NORTHWEST OF THE WEST END OF THE EXIT RAMP
 AA5932'GUARD RAIL, AND 1.3 FT (0.4 M) SOUTH OF AN ORANGE CARSONITE WITNESS
 AA5932'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5933 ***********************************************************************
 AA5933  DESIGNATION -  0039 1993
 AA5933  PID         -  AA5933
 AA5933  STATE/COUNTY-  WA/KITTITAS
 AA5933  USGS QUAD   -  KACHESS LAKE (1989)
 AA5933
 AA5933                         *CURRENT SURVEY CONTROL
 AA5933  ___________________________________________________________________
 AA5933* NAD 83(1998)-  47 21 20.93384(N)    121 15 00.24246(W)     ADJUSTED  
 AA5933* NAVD 88     -       704.9    (meters)    2313.     (feet)  GPS OBS   
 AA5933  ___________________________________________________________________
 AA5933  X           -  -2,245,845.429 (meters)                     COMP
 AA5933  Y           -  -3,701,028.915 (meters)                     COMP
 AA5933  Z           -   4,669,157.268 (meters)                     COMP
 AA5933  LAPLACE CORR-          10.28  (seconds)                    DEFLEC99
 AA5933  ELLIP HEIGHT-         685.65  (meters)          (07/05/01) GPS OBS
 AA5933  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 AA5933
 AA5933  HORZ ORDER  -  FIRST
 AA5933  ELLP ORDER  -  FOURTH    CLASS II
 AA5933
 AA5933.The horizontal coordinates were established by GPS observations
 AA5933.and adjusted by the National Geodetic Survey in July 2001..
 AA5933.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5933.DATUM ITEM on the data sheet items page.
 AA5933
 AA5933.The orthometric height was determined by GPS observations and a
 AA5933.high-resolution geoid model.
 AA5933
 AA5933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5933
 AA5933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5933
 AA5933.The ellipsoidal height was determined by GPS observations
 AA5933.and is referenced to NAD 83.
 AA5933
 AA5933.The geoid height was determined by GEOID03.
 AA5933
 AA5933;                    North         East     Units Scale Factor Converg.
 AA5933;SPC WA S     -   225,078.890   443,333.265   MT  1.00000522   -0 32 41.4
 AA5933;SPC WA S     -   738,446.32  1,454,502.55   sFT  1.00000522   -0 32 41.4
 AA5933;UTM  10      - 5,246,190.457   632,152.179   MT  0.99981463   +1 17 14.6
 AA5933
 AA5933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5933!SPC WA S     -   0.99989254  x   1.00000522  =   0.99989776
 AA5933!UTM  10      -   0.99989254  x   0.99981463  =   0.99970719
 AA5933
 AA5933                          SUPERSEDED SURVEY CONTROL
 AA5933
 AA5933  NAD 83(1991)-  47 21 20.93203(N)    121 15 00.24399(W) AD(       ) 1
 AA5933  ELLIP H (06/21/95)  685.81   (m)                       GP(       ) 4 2
 AA5933
 AA5933.Superseded values are not recommended for survey control.
 AA5933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5933.See file dsdata.txt to determine how the superseded data were derived.
 AA5933
 AA5933_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3215246190(NAD 83)
 AA5933_MARKER: DD = SURVEY DISK
 AA5933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5933_STAMPING: STN. 0039 1993
 AA5933_MARK LOGO: WA-039
 AA5933_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5933+STABILITY: SURFACE MOTION
 AA5933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5933+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5933
 AA5933  HISTORY     - Date     Condition        Report By
 AA5933  HISTORY     - 1993     MONUMENTED       MSI
 AA5933
 AA5933                          STATION DESCRIPTION
 AA5933
 AA5933'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5933'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5933'APPROXIMATELY 9.0 MI (14.5 KM) NORTH OF THE VILLAGE OF EASTON.  TO
 AA5933'REACH THE STATION FROM THE EXIT 62 OVERPASS ON I-90 (KACHESS LAKE
 AA5933'ROAD), PROCEED NORTH ON KACHESS LAKE ROAD FOR 2.8 MI (4.5 KM) TO THE
 AA5933'INTERSECTION WITH VIA KACHESS ROAD ON THE RIGHT. CONTINUE NORTH 2.2 MI
 AA5933'(3.5 KM) ALONG KACHESS LAKE ROAD TO A T-INTERSECTION WITH F.R. 122
 AA5933'(ENTRANCE TO THE KACHESS LAKE CAMPGROUND) AND F.R. 4930, AND THE
 AA5933'STATION ON THE RIGHT IN THE SOUTHEAST CORNER OF THE INTERSECTION. THE
 AA5933'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0039 1993",
 AA5933'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5933'AND IS FLUSH WITH THE GROUND LEVEL. THE DISK IS LOCATED 21.0 FT (6.4
 AA5933'M) SOUTHEAST OF THE CENTERLINE OF KACHESS LAKE ROAD, 3.1 FT (0.9 M)
 AA5933'NORTH OF THE EDGE OF A ROCK WALL, 43.0 FT (13.1 M) SOUTHWEST OF THE
 AA5933'CENTERLINE OF F.S. 122, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE
 AA5933'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5934 ***********************************************************************
 AA5934  DESIGNATION -  0040 1993
 AA5934  PID         -  AA5934
 AA5934  STATE/COUNTY-  WA/KITTITAS
 AA5934  USGS QUAD   -  STAMPEDE PASS (1989)
 AA5934
 AA5934                         *CURRENT SURVEY CONTROL
 AA5934  ___________________________________________________________________
 AA5934* NAD 83(1998)-  47 19 46.29656(N)    121 15 53.70104(W)     ADJUSTED  
 AA5934* NAVD 88     -       732.8    (meters)    2404.     (feet)  GPS OBS   
 AA5934  ___________________________________________________________________
 AA5934  X           -  -2,247,929.981 (meters)                     COMP
 AA5934  Y           -  -3,702,300.262 (meters)                     COMP
 AA5934  Z           -   4,667,197.073 (meters)                     COMP
 AA5934  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 AA5934  ELLIP HEIGHT-         713.45  (meters)          (07/05/01) GPS OBS
 AA5934  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 AA5934
 AA5934  HORZ ORDER  -  FIRST
 AA5934  ELLP ORDER  -  FOURTH    CLASS II
 AA5934
 AA5934.The horizontal coordinates were established by GPS observations
 AA5934.and adjusted by the National Geodetic Survey in July 2001..
 AA5934.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5934.DATUM ITEM on the data sheet items page.
 AA5934
 AA5934.The orthometric height was determined by GPS observations and a
 AA5934.high-resolution geoid model.
 AA5934
 AA5934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5934
 AA5934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5934
 AA5934.The ellipsoidal height was determined by GPS observations
 AA5934.and is referenced to NAD 83.
 AA5934
 AA5934.The geoid height was determined by GEOID03.
 AA5934
 AA5934;                    North         East     Units Scale Factor Converg.
 AA5934;SPC WA S     -   222,167.146   442,183.086   MT  0.99999913   -0 33 20.3
 AA5934;SPC WA S     -   728,893.38  1,450,729.01   sFT  0.99999913   -0 33 20.3
 AA5934;UTM  10      - 5,243,243.990   631,095.869   MT  0.99981121   +1 16 33.3
 AA5934
 AA5934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5934!SPC WA S     -   0.99988818  x   0.99999913  =   0.99988731
 AA5934!UTM  10      -   0.99988818  x   0.99981121  =   0.99969941
 AA5934
 AA5934                          SUPERSEDED SURVEY CONTROL
 AA5934
 AA5934  NAD 83(1991)-  47 19 46.29472(N)    121 15 53.70262(W) AD(       ) 1
 AA5934  ELLIP H (06/21/95)  713.61   (m)                       GP(       ) 4 2
 AA5934
 AA5934.Superseded values are not recommended for survey control.
 AA5934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5934.See file dsdata.txt to determine how the superseded data were derived.
 AA5934
 AA5934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3109643244(NAD 83)
 AA5934_MARKER: DD = SURVEY DISK
 AA5934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5934_STAMPING: STN. 0040 1993
 AA5934_MARK LOGO: WA-039
 AA5934_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5934+STABILITY: SURFACE MOTION
 AA5934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5934+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5934
 AA5934  HISTORY     - Date     Condition        Report By
 AA5934  HISTORY     - 1993     MONUMENTED       MSI
 AA5934
 AA5934                          STATION DESCRIPTION
 AA5934
 AA5934'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5934'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5934'APPROXIMATELY 8.0 MI (12.9 KM) NORTHWEST OF THE VILLAGE OF EASTON. TO
 AA5934'REACH THE STATION FROM EXIT 62 OVERPASS ON I-90 (KACHESS LAKE ROAD),
 AA5934'PROCEED NORTH ON KACHESS LAKE ROAD FOR 2.8 MI (4.5 KM) TO THE
 AA5934'INTERSECTION WITH VIA KACHESS ROAD, AND THE STATION ON THE LEFT. THE
 AA5934'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0040 1993"
 AA5934'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5934'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 30.1 FT
 AA5934'(9.2 M) WEST-NORTHWEST OF THE CENTERLINE OF KACHESS LAKE ROAD, 30.3 FT
 AA5934'(9.2 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY, 85.0 FT (25.9
 AA5934'M) SOUTH-SOUTHEAST OF THE CENTER OF GATE, AND 2.0 FT (0.6 M) SOUTH OF
 AA5934'AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5935 ***********************************************************************
 AA5935  DESIGNATION -  0041 1993
 AA5935  PID         -  AA5935
 AA5935  STATE/COUNTY-  WA/KITTITAS
 AA5935  USGS QUAD   -  STAMPEDE PASS (1989)
 AA5935
 AA5935                         *CURRENT SURVEY CONTROL
 AA5935  ___________________________________________________________________
 AA5935* NAD 83(1998)-  47 19 02.92952(N)    121 15 07.98695(W)     ADJUSTED  
 AA5935* NAVD 88     -       711.8    (meters)    2335.     (feet)  GPS OBS   
 AA5935  ___________________________________________________________________
 AA5935  X           -  -2,247,612.904 (meters)                     COMP
 AA5935  Y           -  -3,703,628.065 (meters)                     COMP
 AA5935  Z           -   4,666,273.703 (meters)                     COMP
 AA5935  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 AA5935  ELLIP HEIGHT-         692.47  (meters)          (07/05/01) GPS OBS
 AA5935  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 AA5935
 AA5935  HORZ ORDER  -  FIRST
 AA5935  ELLP ORDER  -  FOURTH    CLASS II
 AA5935
 AA5935.The horizontal coordinates were established by GPS observations
 AA5935.and adjusted by the National Geodetic Survey in July 2001..
 AA5935.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5935.DATUM ITEM on the data sheet items page.
 AA5935
 AA5935.The orthometric height was determined by GPS observations and a
 AA5935.high-resolution geoid model.
 AA5935
 AA5935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5935
 AA5935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5935
 AA5935.The ellipsoidal height was determined by GPS observations
 AA5935.and is referenced to NAD 83.
 AA5935
 AA5935.The geoid height was determined by GEOID03.
 AA5935
 AA5935;                    North         East     Units Scale Factor Converg.
 AA5935;SPC WA S     -   220,818.695   443,130.101   MT  0.99999641   -0 32 47.1
 AA5935;SPC WA S     -   724,469.34  1,453,836.01   sFT  0.99999641   -0 32 47.1
 AA5935;UTM  10      - 5,241,926.738   632,085.314   MT  0.99981441   +1 17 06.1
 AA5935
 AA5935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5935!SPC WA S     -   0.99989147  x   0.99999641  =   0.99988788
 AA5935!UTM  10      -   0.99989147  x   0.99981441  =   0.99970590
 AA5935
 AA5935                          SUPERSEDED SURVEY CONTROL
 AA5935
 AA5935  NAD 83(1991)-  47 19 02.92769(N)    121 15 07.98854(W) AD(       ) 1
 AA5935  ELLIP H (06/21/95)  692.63   (m)                       GP(       ) 4 2
 AA5935
 AA5935.Superseded values are not recommended for survey control.
 AA5935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5935.See file dsdata.txt to determine how the superseded data were derived.
 AA5935
 AA5935_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3208541927(NAD 83)
 AA5935_MARKER: DD = SURVEY DISK
 AA5935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5935_STAMPING: STN. 0041 1993
 AA5935_MARK LOGO: WA-039
 AA5935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5935+STABILITY: SURFACE MOTION
 AA5935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5935+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5935
 AA5935  HISTORY     - Date     Condition        Report By
 AA5935  HISTORY     - 1993     MONUMENTED       MSI
 AA5935
 AA5935                          STATION DESCRIPTION
 AA5935
 AA5935'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5935'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5935'APPROXIMATELY 6.6 MI (10.6 KM) NORTH OF THE VILLAGE OF EASTON. TO
 AA5935'REACH THE STATION FROM THE EXIT 62 OVERPASS ON I-90 (KACHESS LAKE
 AA5935'ROAD), PROCEED NORTH ON KACHEES LAKE ROAD FOR 2.8 MI (4.5 KM) TO THE
 AA5935'INTERSECTION WITH VIA KACHESS ROAD ON THE RIGHT. TURN RIGHT AND
 AA5935'PROCEED SOUTHEAST ON VIA KACHEES ROAD FOR 1.3 MI (2.1 KM) TO THE
 AA5935'INTERSECTION WITH WILDERNESS LANE.  TURN LEFT AND PROCEED EAST FOR
 AA5935'APPROXIMATELY 500 FT (152.4 M) ON WILDERNESS LANE, AROUND A BEND AND
 AA5935'DOWN A HILL TO THE STATION ON THE RIGHT. THE STATION IS A COUNTY OF
 AA5935'KITTITAS SURVEY DISK STAMPED "STN. 0041 1993", AND SET IN THE TOP OF A
 AA5935'CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES
 AA5935'ABOVE GROUND LEVEL. THE DISK IS LOCATED 14.0 FT (4.3 M) EAST-NORTHEAST
 AA5935'OF THE CENTERLINE OF WILDERNESS LANE, 47.6 FT (14.5 M) NORTH-NORTHEAST
 AA5935'OF THE SOUTH END OF A CULVERT (ON OPPOSITE SIDE OF ROAD), 80.0 FT
 AA5935'(24.4 M) SOUTH OF TELEPHONE BOX NO. 68, AND 2.0 FT (0.6 M) SOUTH OF AN
 AA5935'ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5936 ***********************************************************************
 AA5936  DESIGNATION -  0042 1993
 AA5936  PID         -  AA5936
 AA5936  STATE/COUNTY-  WA/KITTITAS
 AA5936  USGS QUAD   -  KACHESS LAKE (1989)
 AA5936
 AA5936                         *CURRENT SURVEY CONTROL
 AA5936  ___________________________________________________________________
 AA5936* NAD 83(1998)-  47 19 09.82088(N)    121 13 40.59459(W)     ADJUSTED  
 AA5936* NAVD 88     -       724.8    (meters)    2378.     (feet)  GPS OBS   
 AA5936  ___________________________________________________________________
 AA5936  X           -  -2,245,966.981 (meters)                     COMP
 AA5936  Y           -  -3,704,453.796 (meters)                     COMP
 AA5936  Z           -   4,666,427.597 (meters)                     COMP
 AA5936  LAPLACE CORR-          14.63  (seconds)                    DEFLEC99
 AA5936  ELLIP HEIGHT-         705.53  (meters)          (07/05/01) GPS OBS
 AA5936  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 AA5936
 AA5936  HORZ ORDER  -  FIRST
 AA5936  ELLP ORDER  -  FOURTH    CLASS II
 AA5936
 AA5936.The horizontal coordinates were established by GPS observations
 AA5936.and adjusted by the National Geodetic Survey in July 2001..
 AA5936.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5936.DATUM ITEM on the data sheet items page.
 AA5936
 AA5936.The orthometric height was determined by GPS observations and a
 AA5936.high-resolution geoid model.
 AA5936
 AA5936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5936
 AA5936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5936
 AA5936.The ellipsoidal height was determined by GPS observations
 AA5936.and is referenced to NAD 83.
 AA5936
 AA5936.The geoid height was determined by GEOID03.
 AA5936
 AA5936;                    North         East     Units Scale Factor Converg.
 AA5936;SPC WA S     -   221,014.287   444,967.322   MT  0.99999684   -0 31 43.6
 AA5936;SPC WA S     -   725,111.04  1,459,863.62   sFT  0.99999684   -0 31 43.6
 AA5936;UTM  10      - 5,242,180.905   633,915.017   MT  0.99982039   +1 18 10.5
 AA5936
 AA5936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5936!SPC WA S     -   0.99988942  x   0.99999684  =   0.99988626
 AA5936!UTM  10      -   0.99988942  x   0.99982039  =   0.99970983
 AA5936
 AA5936                          SUPERSEDED SURVEY CONTROL
 AA5936
 AA5936  NAD 83(1991)-  47 19 09.81905(N)    121 13 40.59617(W) AD(       ) 1
 AA5936  ELLIP H (06/21/95)  705.69   (m)                       GP(       ) 4 2
 AA5936
 AA5936.Superseded values are not recommended for survey control.
 AA5936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5936.See file dsdata.txt to determine how the superseded data were derived.
 AA5936
 AA5936_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3391542181(NAD 83)
 AA5936_MARKER: DD = SURVEY DISK
 AA5936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5936_STAMPING: STN. 0042 1993
 AA5936_MARK LOGO: WA-039
 AA5936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5936+STABILITY: SURFACE MOTION
 AA5936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5936+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5936
 AA5936  HISTORY     - Date     Condition        Report By
 AA5936  HISTORY     - 1993     MONUMENTED       MSI
 AA5936
 AA5936                          STATION DESCRIPTION
 AA5936
 AA5936'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5936'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5936'APPROXIMATELY 2.0 MI (3.2 KM) NORTHWEST OF THE VILLAGE OF EASTON, AND
 AA5936'APPROXIMATELY 13.7 MI (22.0 KM) WEST OF THE TOWN OF CLE ELUM.  TO
 AA5936'REACH THE STATION FROM THE EXIT 70 OVERPASS ON I-90, PROCEED NORTH AND
 AA5936'EAST ON THE OVERPASS ROAD TO AN IMMEDIATE T-INTERSECTION WITH SPARKS
 AA5936'ROAD. TURN LEFT AND PROCEED NORTHWEST ON SPARKS ROAD FOR 0.7 MI (1.1
 AA5936'KM) TO THE INTERSECTION WITH F.R. 4818 ON THE RIGHT. TURN RIGHT AND
 AA5936'PROCEED NORTH AND WEST ON F.R. 4818, AROUND THE DAM AND FOLLOWING THE
 AA5936'EAST SIDE OF KACHESS LAKE FOR 5.2 MI (8.4 KM) TO THE STATION ON THE
 AA5936'LEFT, NEAR A PULLOVER PARKING WITH A CLEAR VIEW OF THE LAKE. THE
 AA5936'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0042 1993",
 AA5936'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5936'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 27.0 FT
 AA5936'(8.2 M) SOUTH OF THE CENTERLINE OF THE ROAD, 7.0 FT (2.1 M) NORTHWEST
 AA5936'OF A 10 INCH DIAMETER TREE STUMP WITH A PLANTATION TAG INSCRIBED "COMP
 AA5936'NO. 3406", 143 FT (43.6 M) EAST-SOUTHEAST OF A BLAZED TREE, 123.2 FT
 AA5936'(37.6 M) SOUTHEAST OF A WOODEN SECTION CORNER POST OF SECTIONS 8, 9,
 AA5936'16, 17, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5937 ***********************************************************************
 AA5937  DESIGNATION -  0043 1993
 AA5937  PID         -  AA5937
 AA5937  STATE/COUNTY-  WA/KITTITAS
 AA5937  USGS QUAD   -  POLALLIE RIDGE (1989)
 AA5937
 AA5937                         *CURRENT SURVEY CONTROL
 AA5937  ___________________________________________________________________
 AA5937* NAD 83(1998)-  47 25 09.45765(N)    121 09 55.56968(W)     ADJUSTED  
 AA5937* NAVD 88     -       874.6    (meters)    2869.     (feet)  GPS OBS   
 AA5937  ___________________________________________________________________
 AA5937  X           -  -2,237,747.525 (meters)                     COMP
 AA5937  Y           -  -3,699,995.816 (meters)                     COMP
 AA5937  Z           -   4,674,061.129 (meters)                     COMP
 AA5937  LAPLACE CORR-           8.02  (seconds)                    DEFLEC99
 AA5937  ELLIP HEIGHT-         855.66  (meters)          (07/05/01) GPS OBS
 AA5937  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 AA5937
 AA5937  HORZ ORDER  -  FIRST
 AA5937  ELLP ORDER  -  FOURTH    CLASS II
 AA5937
 AA5937.The horizontal coordinates were established by GPS observations
 AA5937.and adjusted by the National Geodetic Survey in July 2001..
 AA5937.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5937.DATUM ITEM on the data sheet items page.
 AA5937
 AA5937.The orthometric height was determined by GPS observations and a
 AA5937.high-resolution geoid model.
 AA5937
 AA5937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5937
 AA5937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5937
 AA5937.The ellipsoidal height was determined by GPS observations
 AA5937.and is referenced to NAD 83.
 AA5937
 AA5937.The geoid height was determined by GEOID03.
 AA5937
 AA5937;                    North         East     Units Scale Factor Converg.
 AA5937;SPC WA S     -   232,078.835   449,786.444   MT  1.00002081   -0 29 00.1
 AA5937;SPC WA S     -   761,411.98  1,475,674.36   sFT  1.00002081   -0 29 00.1
 AA5937;UTM  10      - 5,253,391.914   638,376.943   MT  0.99983532   +1 21 03.8
 AA5937
 AA5937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5937!SPC WA S     -   0.99986590  x   1.00002081  =   0.99988671
 AA5937!UTM  10      -   0.99986590  x   0.99983532  =   0.99970124
 AA5937
 AA5937                          SUPERSEDED SURVEY CONTROL
 AA5937
 AA5937  NAD 83(1991)-  47 25 09.45592(N)    121 09 55.57109(W) AD(       ) 1
 AA5937  ELLIP H (06/21/95)  855.82   (m)                       GP(       ) 4 2
 AA5937
 AA5937.Superseded values are not recommended for survey control.
 AA5937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5937.See file dsdata.txt to determine how the superseded data were derived.
 AA5937
 AA5937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3837753392(NAD 83)
 AA5937_MARKER: DD = SURVEY DISK
 AA5937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5937_STAMPING: STN. 0043 1993
 AA5937_MARK LOGO: WA-039
 AA5937_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5937+STABILITY: SURFACE MOTION
 AA5937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5937+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5937
 AA5937  HISTORY     - Date     Condition        Report By
 AA5937  HISTORY     - 1993     MONUMENTED       MSI
 AA5937
 AA5937                          STATION DESCRIPTION
 AA5937
 AA5937'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5937'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5937'APPROXIMATELY 15.8 MI (25.4 KM) NORTHWEST OF THE TOWN OF ROSLYN.  TO
 AA5937'REACH THE STATION FROM THE FIRE STATION IN ROSLYN, PROCEED NORTH ON
 AA5937'S.R. 903 (SALMON LA SAC ROAD) FOR 14.6 MI (23.5 KM) TO THE
 AA5937'INTERSECTION WITH F.R. 46 ON THE LEFT.  TURN LEFT AND PROCEED WEST ON
 AA5937'F.R. 46 FOR 4.6 MI (7.4 KM) TO THE INTERSECTION WITH F.R. 4616, AND
 AA5937'THE STATION ON THE RIGHT. THE STATION IS A COUNTY OF KITTITAS SURVEY
 AA5937'DISK STAMPED "STN. 0043 1993", AND SET IN THE TOP OF A CONCRETE
 AA5937'MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE
 AA5937'GROUND LEVEL. THE DISK IS LOCATED 24.8 FT (7.6 M) NORTH-NORTHWEST OF
 AA5937'THE CENTERLINE OF F.R. 46, 37.0 FT (11.3 M) WEST-SOUTHWEST OF THE
 AA5937'CENTERLINE OF F.R. 4616, 19.8 FT (6.0 M) EAST-NORTHEAST OF A SIGN
 AA5937'SHOWING DIRECTIONS TO MINERAL CREEK TRAIL, COOPER LAKE AND PETE LAKE
 AA5937'TRAIL, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5939 ***********************************************************************
 AA5939  DESIGNATION -  0045 1993
 AA5939  PID         -  AA5939
 AA5939  STATE/COUNTY-  WA/KITTITAS
 AA5939  USGS QUAD   -  DAVIS PEAK (1989)
 AA5939
 AA5939                         *CURRENT SURVEY CONTROL
 AA5939  ___________________________________________________________________
 AA5939* NAD 83(1998)-  47 24 55.58374(N)    121 05 00.59461(W)     ADJUSTED  
 AA5939* NAVD 88     -       833.0    (meters)    2733.     (feet)  GPS OBS   
 AA5939  ___________________________________________________________________
 AA5939  X           -  -2,232,602.385 (meters)                     COMP
 AA5939  Y           -  -3,703,438.411 (meters)                     COMP
 AA5939  Z           -   4,673,740.676 (meters)                     COMP
 AA5939  LAPLACE CORR-          14.97  (seconds)                    DEFLEC99
 AA5939  ELLIP HEIGHT-         814.25  (meters)          (07/05/01) GPS OBS
 AA5939  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 AA5939
 AA5939  HORZ ORDER  -  FIRST
 AA5939  ELLP ORDER  -  FOURTH    CLASS II
 AA5939
 AA5939.The horizontal coordinates were established by GPS observations
 AA5939.and adjusted by the National Geodetic Survey in July 2001..
 AA5939.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5939.DATUM ITEM on the data sheet items page.
 AA5939
 AA5939.The orthometric height was determined by GPS observations and a
 AA5939.high-resolution geoid model.
 AA5939
 AA5939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5939
 AA5939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5939
 AA5939.The ellipsoidal height was determined by GPS observations
 AA5939.and is referenced to NAD 83.
 AA5939
 AA5939.The geoid height was determined by GEOID03.
 AA5939
 AA5939;                    North         East     Units Scale Factor Converg.
 AA5939;SPC WA S     -   231,601.419   455,966.128   MT  1.00001983   -0 25 25.9
 AA5939;SPC WA S     -   759,845.66  1,495,948.87   sFT  1.00001983   -0 25 25.9
 AA5939;UTM  10      - 5,253,112.651   644,567.665   MT  0.99985685   +1 24 40.8
 AA5939
 AA5939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5939!SPC WA S     -   0.99987239  x   1.00001983  =   0.99989222
 AA5939!UTM  10      -   0.99987239  x   0.99985685  =   0.99972926
 AA5939
 AA5939                          SUPERSEDED SURVEY CONTROL
 AA5939
 AA5939  NAD 83(1991)-  47 24 55.58202(N)    121 05 00.59597(W) AD(       ) 1
 AA5939  ELLIP H (06/21/95)  814.41   (m)                       GP(       ) 4 2
 AA5939
 AA5939.Superseded values are not recommended for survey control.
 AA5939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5939.See file dsdata.txt to determine how the superseded data were derived.
 AA5939
 AA5939_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4456853113(NAD 83)
 AA5939_MARKER: DD = SURVEY DISK
 AA5939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5939_STAMPING: STN. 0045 1993
 AA5939_MARK LOGO: WA-039
 AA5939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5939+STABILITY: SURFACE MOTION
 AA5939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5939+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5939
 AA5939  HISTORY     - Date     Condition        Report By
 AA5939  HISTORY     - 1993     MONUMENTED       MSI
 AA5939
 AA5939                          STATION DESCRIPTION
 AA5939
 AA5939'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5939'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5939'APPROXIMATELY 14.0 MI (22.5 KM) NORTH OF THE TOWN OF ROSLYN.  TO REACH
 AA5939'THE STATION FROM THE FIRE STATION IN ROSLYN, PROCEED NORTH ON S.R. 903
 AA5939'(SALMON LA SAC ROAD) FOR 12.2 MI (19.6 KM) TO THE INTERSECTION WITH
 AA5939'F.R. 4308 ON THE LEFT.  CONTINUE NORTH ON SALMON LA SAC ROAD FOR 3.5
 AA5939'MI (5.6 KM) TO THE INTERSECTION WITH F.R. 4330 ON THE RIGHT, NEAR THE
 AA5939'SALMON LA SAC GUARD STATION.  TURN RIGHT AND PROCEED NORTHEAST ON F.R.
 AA5939'4330 FOR 1.4 MI (2.3 KM) TO AN UNMARKED LOGGING ROAD ON THE RIGHT,
 AA5939'JUST BEFORE CROSSING PARIS CREEK.  TURN RIGHT AND PROCEED SOUTH ON THE
 AA5939'LOGGING ROAD FOR APPROXIMATELY 150 FT (45.7 M) TO A LOCKED GATE, AND
 AA5939'THE STATION ON THE RIGHT. THE STATION IS A COUNTY OF KITTITAS SURVEY
 AA5939'DISK STAMPED "STN. 0045 1993", AND IS SET IN THE TOP A CONCRETE
 AA5939'MONUMENT WHICH IS 10 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE
 AA5939'GROUND LEVEL.  THE DISK IS LOCATED 11.2 FT (3.4 M) NORTH OF THE
 AA5939'CENTERLINE OF THE LOGGING ROAD, 2.7 FT (0.8 M) NORTH OF METAL POST AT
 AA5939'THE NORTH END OF THE GATE, 153 FT (46.6 M) SOUTHWEST OF THE
 AA5939'INTERSECTION OF THE CENTERLINES OF F.R. 4330 AND THE LOGGING ROAD, AND
 AA5939'2.0 FT (0.6 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5940 ***********************************************************************
 AA5940  DESIGNATION -  0046 1993
 AA5940  PID         -  AA5940
 AA5940  STATE/COUNTY-  WA/KITTITAS
 AA5940  USGS QUAD   -  DAVIS PEAK (1989)
 AA5940
 AA5940                         *CURRENT SURVEY CONTROL
 AA5940  ___________________________________________________________________
 AA5940* NAD 83(1998)-  47 24 07.06696(N)    121 05 44.87825(W)     ADJUSTED  
 AA5940* NAVD 88     -       732.0    (meters)    2402.     (feet)  GPS OBS   
 AA5940  ___________________________________________________________________
 AA5940  X           -  -2,233,931.911 (meters)                     COMP
 AA5940  Y           -  -3,703,845.157 (meters)                     COMP
 AA5940  Z           -   4,672,652.173 (meters)                     COMP
 AA5940  LAPLACE CORR-           9.51  (seconds)                    DEFLEC99
 AA5940  ELLIP HEIGHT-         713.25  (meters)          (07/05/01) GPS OBS
 AA5940  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 AA5940
 AA5940  HORZ ORDER  -  FIRST
 AA5940  ELLP ORDER  -  FOURTH    CLASS II
 AA5940
 AA5940.The horizontal coordinates were established by GPS observations
 AA5940.and adjusted by the National Geodetic Survey in July 2001..
 AA5940.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5940.DATUM ITEM on the data sheet items page.
 AA5940
 AA5940.The orthometric height was determined by GPS observations and a
 AA5940.high-resolution geoid model.
 AA5940
 AA5940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5940
 AA5940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5940
 AA5940.The ellipsoidal height was determined by GPS observations
 AA5940.and is referenced to NAD 83.
 AA5940
 AA5940.The geoid height was determined by GEOID03.
 AA5940
 AA5940;                    North         East     Units Scale Factor Converg.
 AA5940;SPC WA S     -   230,110.030   455,026.529   MT  1.00001643   -0 25 58.0
 AA5940;SPC WA S     -   754,952.66  1,492,866.20   sFT  1.00001643   -0 25 58.0
 AA5940;UTM  10      - 5,251,592.188   643,676.448   MT  0.99985369   +1 24 07.1
 AA5940
 AA5940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5940!SPC WA S     -   0.99988822  x   1.00001643  =   0.99990464
 AA5940!UTM  10      -   0.99988822  x   0.99985369  =   0.99974192
 AA5940
 AA5940                          SUPERSEDED SURVEY CONTROL
 AA5940
 AA5940  NAD 83(1991)-  47 24 07.06525(N)    121 05 44.87962(W) AD(       ) 1
 AA5940  ELLIP H (06/21/95)  713.40   (m)                       GP(       ) 4 2
 AA5940
 AA5940.Superseded values are not recommended for survey control.
 AA5940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5940.See file dsdata.txt to determine how the superseded data were derived.
 AA5940
 AA5940_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4367651592(NAD 83)
 AA5940_MARKER: DD = SURVEY DISK
 AA5940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5940_STAMPING: STN. 0046 1993
 AA5940_MARK LOGO: WA-039
 AA5940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5940+STABILITY: SURFACE MOTION
 AA5940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5940+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5940
 AA5940  HISTORY     - Date     Condition        Report By
 AA5940  HISTORY     - 1993     MONUMENTED       MSI
 AA5940
 AA5940                          STATION DESCRIPTION
 AA5940
 AA5940'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5940'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5940'APPROXIMATELY 14.0 MI (22.5 KM) NORTH OF THE TOWN OF ROSLYN.  TO REACH
 AA5940'THE STATION FROM THE FIRE STATION IN ROSLYN, PROCEED NORTH ON S.R. 903
 AA5940'(SALMON LA SAC ROAD) FOR 12.2 MI (19.6 KM) TO THE INTERSECTION WITH
 AA5940'F.R. 4308 ON THE LEFT.  CONTINUE NORTH ON SALMON LA SAC ROAD FOR 3.5
 AA5940'MI (5.6 KM) TO THE STATION ON THE RIGHT, AT THE SALMON LA SAC GUARD
 AA5940'STATION. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN.
 AA5940'0046 1993", AND IS SET IN THE TOP A CONCRETE MONUMENT WHICH IS 10
 AA5940'INCHES IN DIAMETER AND APPROXIMATELY FLUSH WITH THE GROUND.  THE DISK
 AA5940'IS LOCATED 23.0 FT (7.0 M) NORTHEAST OF THE CENTERLINE OF SALMON LA
 AA5940'SAC ROAD, 50.6 FT (15.4 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 AA5940'THE LOG BUILDING, AND 53.7 FT (16.4 M) NORTHWEST OF THE HISTORICAL
 AA5940'MARKER IN FRONT OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5942 ***********************************************************************
 AA5942  DESIGNATION -  0048 1993
 AA5942  PID         -  AA5942
 AA5942  STATE/COUNTY-  WA/KITTITAS
 AA5942  USGS QUAD   -  EASTON (1989)
 AA5942
 AA5942                         *CURRENT SURVEY CONTROL
 AA5942  ___________________________________________________________________
 AA5942* NAD 83(1998)-  47 14 37.56389(N)    121 13 11.12914(W)     ADJUSTED  
 AA5942* NAVD 88     -       704.6    (meters)    2312.     (feet)  GPS OBS   
 AA5942  ___________________________________________________________________
 AA5942  X           -  -2,248,632.806 (meters)                     COMP
 AA5942  Y           -  -3,710,046.132 (meters)                     COMP
 AA5942  Z           -   4,660,708.180 (meters)                     COMP
 AA5942  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 AA5942  ELLIP HEIGHT-         685.26  (meters)          (07/05/01) GPS OBS
 AA5942  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 AA5942
 AA5942  HORZ ORDER  -  FIRST
 AA5942  ELLP ORDER  -  FOURTH    CLASS II
 AA5942
 AA5942.The horizontal coordinates were established by GPS observations
 AA5942.and adjusted by the National Geodetic Survey in July 2001..
 AA5942.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5942.DATUM ITEM on the data sheet items page.
 AA5942
 AA5942.The orthometric height was determined by GPS observations and a
 AA5942.high-resolution geoid model.
 AA5942
 AA5942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5942
 AA5942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5942
 AA5942.The ellipsoidal height was determined by GPS observations
 AA5942.and is referenced to NAD 83.
 AA5942
 AA5942.The geoid height was determined by GEOID03.
 AA5942
 AA5942;                    North         East     Units Scale Factor Converg.
 AA5942;SPC WA S     -   212,601.128   445,509.360   MT  0.99998074   -0 31 22.2
 AA5942;SPC WA S     -   697,508.87  1,461,641.96   sFT  0.99998074   -0 31 22.2
 AA5942;UTM  10      - 5,233,790.760   634,725.446   MT  0.99982307   +1 18 26.4
 AA5942
 AA5942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5942!SPC WA S     -   0.99989260  x   0.99998074  =   0.99987334
 AA5942!UTM  10      -   0.99989260  x   0.99982307  =   0.99971569
 AA5942
 AA5942                          SUPERSEDED SURVEY CONTROL
 AA5942
 AA5942  NAD 83(1991)-  47 14 37.56209(N)    121 13 11.13078(W) AD(       ) 1
 AA5942  ELLIP H (06/21/95)  685.42   (m)                       GP(       ) 4 2
 AA5942
 AA5942.Superseded values are not recommended for survey control.
 AA5942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5942.See file dsdata.txt to determine how the superseded data were derived.
 AA5942
 AA5942_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3472533791(NAD 83)
 AA5942_MARKER: DD = SURVEY DISK
 AA5942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5942_STAMPING: STN. 0048 1993
 AA5942_MARK LOGO: WA-039
 AA5942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5942+STABILITY: SURFACE MOTION
 AA5942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5942+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5942
 AA5942  HISTORY     - Date     Condition        Report By
 AA5942  HISTORY     - 1993     MONUMENTED       MSI
 AA5942
 AA5942                          STATION DESCRIPTION
 AA5942
 AA5942'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5942'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5942'APPROXIMATELY 2.2 MI (3.5 KM) WEST OF THE VILLAGE OF EASTON, AND
 AA5942'APPROXIMATELY 14.2 MI (22.9 KM) WEST OF THE TOWN OF CLE ELUM. TO REACH
 AA5942'THE STATION FROM THE EXIT 71 OVERPASS ON I-90 (CABIN CREEK
 AA5942'ROAD)PROCEED SOUTH ON CABIN CREEK ROAD FOR 0.1 MI (0.2 KM) TO THE
 AA5942'INTERSECTION WITH RAILROAD STREET IN EASTON.  CONTINUE SOUTH ON CABIN
 AA5942'CREEK ROAD, CROSSING RAILROAD STREET, FOR 0.1 MI (0.2 KM) TO THE
 AA5942'INTERSECTION WITH 2ND AVENUE ON THE LEFT.  CONTINUE WESTERLY ON CABIN
 AA5942'CREEK ROAD FOR 2.2 MI (3.5 KM) TO THE STATION ON THE RIGHT, UNDER A
 AA5942'HIGH POWER LINE CROSSING. THE STATION IS A COUNTY OF KITTITAS SURVEY
 AA5942'DISK STAMPED "STN. 0048 1993" AND SET IN THE TOP OF A CONCRETE
 AA5942'MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE
 AA5942'GROUND LEVEL. THE DISK IS LOCATED 23.0 FT (7.0 M) NORTH OF THE
 AA5942'CENTERLINE OF CABIN CREEK ROAD, 92.2 FT (28.1 M) NORTHEAST OF
 AA5942'TELEPHONE PEDESTAL NO. 80, 70.0 FT (21.3 M) WEST-SOUTHWEST OF AN ARROW
 AA5942'SIGN, AND 2.0 FT (0.6 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5943 ***********************************************************************
 AA5943  DESIGNATION -  0049 1993
 AA5943  PID         -  AA5943
 AA5943  STATE/COUNTY-  WA/KITTITAS
 AA5943  USGS QUAD   -  KACHESS LAKE (1989)
 AA5943
 AA5943                         *CURRENT SURVEY CONTROL
 AA5943  ___________________________________________________________________
 AA5943* NAD 83(1998)-  47 15 26.00224(N)    121 12 10.94338(W)     ADJUSTED  
 AA5943* NAVD 88     -       667.6    (meters)    2190.     (feet)  GPS OBS   
 AA5943  ___________________________________________________________________
 AA5943  X           -  -2,246,968.024 (meters)                     COMP
 AA5943  Y           -  -3,709,740.995 (meters)                     COMP
 AA5943  Z           -   4,661,696.556 (meters)                     COMP
 AA5943  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 AA5943  ELLIP HEIGHT-         648.32  (meters)          (07/05/01) GPS OBS
 AA5943  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 AA5943
 AA5943  HORZ ORDER  -  FIRST
 AA5943  ELLP ORDER  -  FOURTH    CLASS II
 AA5943
 AA5943.The horizontal coordinates were established by GPS observations
 AA5943.and adjusted by the National Geodetic Survey in July 2001..
 AA5943.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5943.DATUM ITEM on the data sheet items page.
 AA5943
 AA5943.The orthometric height was determined by GPS observations and a
 AA5943.high-resolution geoid model.
 AA5943
 AA5943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5943
 AA5943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5943
 AA5943.The ellipsoidal height was determined by GPS observations
 AA5943.and is referenced to NAD 83.
 AA5943
 AA5943.The geoid height was determined by GEOID03.
 AA5943
 AA5943;                    North         East     Units Scale Factor Converg.
 AA5943;SPC WA S     -   214,085.507   446,788.347   MT  0.99998348   -0 30 38.5
 AA5943;SPC WA S     -   702,378.87  1,465,838.10   sFT  0.99998348   -0 30 38.5
 AA5943;UTM  10      - 5,235,314.994   635,956.174   MT  0.99982717   +1 19 11.7
 AA5943
 AA5943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5943!SPC WA S     -   0.99989839  x   0.99998348  =   0.99988187
 AA5943!UTM  10      -   0.99989839  x   0.99982717  =   0.99972558
 AA5943
 AA5943                          SUPERSEDED SURVEY CONTROL
 AA5943
 AA5943  NAD 83(1991)-  47 15 26.00044(N)    121 12 10.94503(W) AD(       ) 1
 AA5943  ELLIP H (06/21/95)  648.48   (m)                       GP(       ) 4 2
 AA5943
 AA5943.Superseded values are not recommended for survey control.
 AA5943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5943.See file dsdata.txt to determine how the superseded data were derived.
 AA5943
 AA5943_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3595635315(NAD 83)
 AA5943_MARKER: DD = SURVEY DISK
 AA5943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5943_STAMPING: STN. 0049 1993
 AA5943_MARK LOGO: WA-039
 AA5943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5943+STABILITY: SURFACE MOTION
 AA5943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5943+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5943
 AA5943  HISTORY     - Date     Condition        Report By
 AA5943  HISTORY     - 1993     MONUMENTED       MSI
 AA5943
 AA5943                          STATION DESCRIPTION
 AA5943
 AA5943'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5943'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5943'APPROXIMATELY 1.9 MI (3.1 KM) NORTHWEST OF THE VILLAGE OF EASTON, AND
 AA5943'APPROXIMATELY 13.6 MI (21.9 KM) WEST OF THE TOWN OF CLE ELUM. TO REACH
 AA5943'THE STATION FROM THE EXIT 70 OVERPASS ON I-90, PROCEED NORTH ON THE
 AA5943'OVERPASS ROAD TO AN IMMEDIATE T-INTERSECTION WITH SPARKS ROAD. TURN
 AA5943'LEFT AND PROCEED WEST ON SPARKS ROAD FOR 1.0 MI (1.6 KM) TO THE
 AA5943'STATION ON THE LEFT, IMMEDIATELY AFTER CROSSING THE KACHESS RIVER. THE
 AA5943'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0049 1993",
 AA5943'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5943'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 27.0 FT
 AA5943'(8.2 M) SOUTH OF THE CENTERLINE OF SPARKS ROAD, 61.0 FT (18.6 M) EAST
 AA5943'OF THE WEST END OF THE GUARD RAIL, 55.7 FT (17.0 M) NORTH OF THE
 AA5943'NORTHWEST CORNER OF THE CONCRETE ABUTMENT OF A I-90 WEST-BOUND BRIDGE,
 AA5943'AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5944 ***********************************************************************
 AA5944  DESIGNATION -  0050 1993
 AA5944  PID         -  AA5944
 AA5944  STATE/COUNTY-  WA/KITTITAS
 AA5944  USGS QUAD   -  EASTON (1989)
 AA5944
 AA5944                         *CURRENT SURVEY CONTROL
 AA5944  ___________________________________________________________________
 AA5944* NAD 83(1998)-  47 14 50.35594(N)    121 09 44.97676(W)     ADJUSTED  
 AA5944* NAVD 88     -       676.1    (meters)    2218.     (feet)  GPS OBS   
 AA5944  ___________________________________________________________________
 AA5944  X           -  -2,244,763.583 (meters)                     COMP
 AA5944  Y           -  -3,712,026.978 (meters)                     COMP
 AA5944  Z           -   4,660,955.572 (meters)                     COMP
 AA5944  LAPLACE CORR-           8.09  (seconds)                    DEFLEC99
 AA5944  ELLIP HEIGHT-         656.91  (meters)          (07/05/01) GPS OBS
 AA5944  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 AA5944
 AA5944  HORZ ORDER  -  FIRST
 AA5944  ELLP ORDER  -  FOURTH    CLASS II
 AA5944
 AA5944.The horizontal coordinates were established by GPS observations
 AA5944.and adjusted by the National Geodetic Survey in July 2001..
 AA5944.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5944.DATUM ITEM on the data sheet items page.
 AA5944
 AA5944.The orthometric height was determined by GPS observations and a
 AA5944.high-resolution geoid model.
 AA5944
 AA5944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5944
 AA5944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5944
 AA5944.The ellipsoidal height was determined by GPS observations
 AA5944.and is referenced to NAD 83.
 AA5944
 AA5944.The geoid height was determined by GEOID03.
 AA5944
 AA5944;                    North         East     Units Scale Factor Converg.
 AA5944;SPC WA S     -   212,958.166   449,847.892   MT  0.99998146   -0 28 52.4
 AA5944;SPC WA S     -   698,680.25  1,475,875.96   sFT  0.99998146   -0 28 52.4
 AA5944;UTM  10      - 5,234,286.121   639,049.707   MT  0.99983762   +1 20 58.1
 AA5944
 AA5944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5944!SPC WA S     -   0.99989704  x   0.99998146  =   0.99987850
 AA5944!UTM  10      -   0.99989704  x   0.99983762  =   0.99973468
 AA5944
 AA5944                          SUPERSEDED SURVEY CONTROL
 AA5944
 AA5944  NAD 83(1991)-  47 14 50.35417(N)    121 09 44.97842(W) AD(       ) 1
 AA5944  ELLIP H (06/21/95)  657.07   (m)                       GP(       ) 4 2
 AA5944
 AA5944.Superseded values are not recommended for survey control.
 AA5944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5944.See file dsdata.txt to determine how the superseded data were derived.
 AA5944
 AA5944_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3905034286(NAD 83)
 AA5944_MARKER: DD = SURVEY DISK
 AA5944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5944_STAMPING: STN. 0050
 AA5944_MARK LOGO: WA-039
 AA5944_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5944+STABILITY: SURFACE MOTION
 AA5944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5944+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5944
 AA5944  HISTORY     - Date     Condition        Report By
 AA5944  HISTORY     - 1993     MONUMENTED       MSI
 AA5944
 AA5944                          STATION DESCRIPTION
 AA5944
 AA5944'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5944'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5944'APPROXIMATELY 1.0 MI (1.6 KM) NORTH OF THE VILLAGE OF EASTON, AND
 AA5944'APPROXIMATELY 11.2 MI (18.0 KM) WEST OF THE TOWN OF CLE ELUM. TO REACH
 AA5944'THE STATION FROM THE EXIT 70 OVERPASS ROAD ON I-90, PROCEED NORTH ON
 AA5944'THE OVERPASS ROAD TO AN IMMEDIATE T-INTERSECTION WITH SPARKS ROAD.
 AA5944'TURN RIGHT AND PROCEED EAST ON SPARKS ROAD FOR 0.5 MI (0.8 KM) TO A
 AA5944'SHARP BEND IN THE ROAD. PROCEED AROUND THE BEND AND CONTINUE NORTH FOR
 AA5944'0.4 MI (0.6 KM) TO AN INTERSECTION WITH A ROAD RIGHT. TURN RIGHT AND
 AA5944'PROCEED NORTH FOR 0.4 MI (0.6 KM) TO THE INTERSECTION WITH NORTON
 AA5944'ROAD. CONTINUE STRAIGHT AHEAD (NORTH) FOR 0.25 MI (0.40 KM) TO THE
 AA5944'INTERSECTION WITH THE POWERLINE SERVICE ROAD AND THE STATION. THE
 AA5944'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0050 1993",
 AA5944'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5944'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 21.3 FT
 AA5944'(6.5 M) NORTH OF THE CENTERLINE OF THE POWER LINE SERVICE ROAD, 193 FT
 AA5944'(58.8 M) NORTHWEST OF THE NORTH LEG OF POWER TOWER, AND 2.0 FT (0.6 M)
 AA5944'SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5945 ***********************************************************************
 AA5945  DESIGNATION -  0052 1993
 AA5945  PID         -  AA5945
 AA5945  STATE/COUNTY-  WA/KITTITAS
 AA5945  USGS QUAD   -  RONALD (1989)
 AA5945
 AA5945                         *CURRENT SURVEY CONTROL
 AA5945  ___________________________________________________________________
 AA5945* NAD 83(1998)-  47 10 38.95447(N)    121 05 00.48427(W)     ADJUSTED  
 AA5945* NAVD 88     -       705.5    (meters)    2315.     (feet)  GPS OBS   
 AA5945  ___________________________________________________________________
 AA5945  X           -  -2,242,593.832 (meters)                     COMP
 AA5945  Y           -  -3,720,016.713 (meters)                     COMP
 AA5945  Z           -   4,655,702.781 (meters)                     COMP
 AA5945  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AA5945  ELLIP HEIGHT-         686.28  (meters)          (07/05/01) GPS OBS
 AA5945  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 AA5945
 AA5945  HORZ ORDER  -  FIRST
 AA5945  ELLP ORDER  -  FOURTH    CLASS II
 AA5945
 AA5945.The horizontal coordinates were established by GPS observations
 AA5945.and adjusted by the National Geodetic Survey in July 2001..
 AA5945.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5945.DATUM ITEM on the data sheet items page.
 AA5945
 AA5945.The orthometric height was determined by GPS observations and a
 AA5945.high-resolution geoid model.
 AA5945
 AA5945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5945
 AA5945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5945
 AA5945.The ellipsoidal height was determined by GPS observations
 AA5945.and is referenced to NAD 83.
 AA5945
 AA5945.The geoid height was determined by GEOID03.
 AA5945
 AA5945;                    North         East     Units Scale Factor Converg.
 AA5945;SPC WA S     -   205,147.560   455,772.753   MT  0.99996808   -0 25 25.8
 AA5945;SPC WA S     -   673,054.95  1,495,314.44   sFT  0.99996808   -0 25 25.8
 AA5945;UTM  10      - 5,226,669.694   645,220.225   MT  0.99985919   +1 24 21.4
 AA5945
 AA5945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5945!SPC WA S     -   0.99989244  x   0.99996808  =   0.99986052
 AA5945!UTM  10      -   0.99989244  x   0.99985919  =   0.99975164
 AA5945
 AA5945                          SUPERSEDED SURVEY CONTROL
 AA5945
 AA5945  NAD 83(1991)-  47 10 38.95282(N)    121 05 00.48563(W) AD(       ) 1
 AA5945  ELLIP H (06/21/95)  686.43   (m)                       GP(       ) 4 2
 AA5945
 AA5945.Superseded values are not recommended for survey control.
 AA5945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5945.See file dsdata.txt to determine how the superseded data were derived.
 AA5945
 AA5945_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4522026670(NAD 83)
 AA5945_MARKER: DD = SURVEY DISK
 AA5945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5945_STAMPING: STN. 0052 1993
 AA5945_MARK LOGO: WA-039
 AA5945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5945+STABILITY: SURFACE MOTION
 AA5945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5945+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5945
 AA5945  HISTORY     - Date     Condition        Report By
 AA5945  HISTORY     - 1993     MONUMENTED       MSI
 AA5945
 AA5945                          STATION DESCRIPTION
 AA5945
 AA5945'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5945'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5945'APPROXIMATELY 6.0 MI (9.7 KM) SOUTHEAST OF THE VILLAGE OF EASTON, AND
 AA5945'APPROXIMATELY 6.8 MI (10.9 KM) WEST OF THE TOWN OF CLE ELUM. TO REACH
 AA5945'THE STATION FROM THE EXIT 78 OVERPASS ROAD ON I-90 (GOLF COURSE ROAD)
 AA5945', PROCEED SOUTH ON GOLF COURSE ROAD FOR 0.85 MI (1.37 KM) TO A
 AA5945'T-INTERSECTION WITH WEST SIDE ROAD. TURN LEFT AND PROCEED SOUTH ON
 AA5945'WEST SIDE ROAD FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH ZREBIEC
 AA5945'ROAD, ON THE RIGHT. TURN RIGHT AND PROCEED WEST ON ZREBIEC ROAD FOR
 AA5945'1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT, JUST BEFORE THE END OF
 AA5945'COUNTY MAINTENANCE. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK
 AA5945'STAMPED "STN. 0052 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT
 AA5945'WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 AA5945'THE DISK IS LOCATED 21.0 FT (6.4 M) NORTHWEST OF THE CENTERLINE OF
 AA5945'ZREBIEC ROAD, 148.0 FT (45.1 M) NORTH OF POWER BOX NO. 25 (ALSO
 AA5945'AH3719), 173 FT (52.7 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 AA5945'DRIVEWAY LEADING TO HOUSES NO. 2001 AND 2003, AND 2.0 FT (0.6 M) SOUTH
 AA5945'OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5946 ***********************************************************************
 AA5946  DESIGNATION -  0053 1993
 AA5946  PID         -  AA5946
 AA5946  STATE/COUNTY-  WA/KITTITAS
 AA5946  USGS QUAD   -  RONALD (1989)
 AA5946
 AA5946                         *CURRENT SURVEY CONTROL
 AA5946  ___________________________________________________________________
 AA5946* NAD 83(1998)-  47 11 47.56721(N)    121 05 01.57448(W)     ADJUSTED  
 AA5946* NAVD 88     -       642.6    (meters)    2108.     (feet)  GPS OBS   
 AA5946  ___________________________________________________________________
 AA5946  X           -  -2,241,788.849 (meters)                     COMP
 AA5946  Y           -  -3,718,636.954 (meters)                     COMP
 AA5946  Z           -   4,657,096.819 (meters)                     COMP
 AA5946  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AA5946  ELLIP HEIGHT-         623.41  (meters)          (07/05/01) GPS OBS
 AA5946  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 AA5946
 AA5946  HORZ ORDER  -  FIRST
 AA5946  ELLP ORDER  -  FOURTH    CLASS II
 AA5946
 AA5946.The horizontal coordinates were established by GPS observations
 AA5946.and adjusted by the National Geodetic Survey in July 2001..
 AA5946.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5946.DATUM ITEM on the data sheet items page.
 AA5946
 AA5946.The orthometric height was determined by GPS observations and a
 AA5946.high-resolution geoid model.
 AA5946
 AA5946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5946
 AA5946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5946
 AA5946.The ellipsoidal height was determined by GPS observations
 AA5946.and is referenced to NAD 83.
 AA5946
 AA5946.The geoid height was determined by GEOID03.
 AA5946
 AA5946;                    North         East     Units Scale Factor Converg.
 AA5946;SPC WA S     -   207,266.493   455,765.480   MT  0.99997158   -0 25 26.6
 AA5946;SPC WA S     -   680,006.82  1,495,290.58   sFT  0.99997158   -0 25 26.6
 AA5946;UTM  10      - 5,228,787.079   645,145.298   MT  0.99985892   +1 24 22.2
 AA5946
 AA5946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5946!SPC WA S     -   0.99990229  x   0.99997158  =   0.99987388
 AA5946!UTM  10      -   0.99990229  x   0.99985892  =   0.99976123
 AA5946
 AA5946                          SUPERSEDED SURVEY CONTROL
 AA5946
 AA5946  NAD 83(1991)-  47 11 47.56554(N)    121 05 01.57588(W) AD(       ) 1
 AA5946  ELLIP H (06/21/95)  623.56   (m)                       GP(       ) 4 2
 AA5946
 AA5946.Superseded values are not recommended for survey control.
 AA5946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5946.See file dsdata.txt to determine how the superseded data were derived.
 AA5946
 AA5946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4514528787(NAD 83)
 AA5946_MARKER: DD = SURVEY DISK
 AA5946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5946_STAMPING: STN. 0053 1993
 AA5946_MARK LOGO: WA-039
 AA5946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5946+STABILITY: SURFACE MOTION
 AA5946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5946+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5946
 AA5946  HISTORY     - Date     Condition        Report By
 AA5946  HISTORY     - 1993     MONUMENTED       MSI
 AA5946
 AA5946                          STATION DESCRIPTION
 AA5946
 AA5946'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5946'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5946'APPROXIMATELY 5.5 MI (8.9 KM) SOUTHEAST OF THE VILLAGE OF EASTON, AND
 AA5946'APPROXIMATELY 6.6 MI (10.6 KM) WEST OF THE TOWN OF CLE ELUM. TO REACH
 AA5946'THE STATION FROM THE EXIT 78 OVERPASS ON I-90 (GOLF COURSE ROAD)
 AA5946'PROCEED SOUTH ON GOLF COURSE ROAD FOR 0.3 MI (0.5 KM) TO THE
 AA5946'INTERSECTION WITH NELSON SIDING ROAD ON THE RIGHT.  TURN RIGHT AND
 AA5946'PROCEED WEST ON NELSON SIDING ROAD FOR 1.45 MI (2.33 KM) TO THE
 AA5946'STATION ON THE RIGHT, OPPOSITE A GATE. THE STATION IS A COUNTY OF
 AA5946'KITTITAS SURVEY DISK STAMPED "STN. 0053 1993", AND SET IN THE TOP OF A
 AA5946'CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES
 AA5946'ABOVE GROUND LEVEL. THE DISK IS LOCATED 25.0 FT (7.6 M) NORTH OF THE
 AA5946'CENTERLINE OF NELSON SIDING ROAD, 3.4 FT (1.0 M) SOUTH OF A FENCELINE,
 AA5946'68.5 FT (20.9 M) EAST OF A POWER POLE, AND 2.0 FT (0.6 M) SOUTH OF AN
 AA5946'ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5948 ***********************************************************************
 AA5948  DESIGNATION -  0055 1993
 AA5948  PID         -  AA5948
 AA5948  STATE/COUNTY-  WA/KITTITAS
 AA5948  USGS QUAD   -  RONALD (1989)
 AA5948
 AA5948                         *CURRENT SURVEY CONTROL
 AA5948  ___________________________________________________________________
 AA5948* NAD 83(1998)-  47 10 35.34363(N)    121 03 12.53790(W)     ADJUSTED  
 AA5948* NAVD 88     -       662.4    (meters)    2173.     (feet)  GPS OBS   
 AA5948  ___________________________________________________________________
 AA5948  X           -  -2,240,673.773 (meters)                     COMP
 AA5948  Y           -  -3,721,234.809 (meters)                     COMP
 AA5948  Z           -   4,655,595.357 (meters)                     COMP
 AA5948  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AA5948  ELLIP HEIGHT-         643.17  (meters)          (07/05/01) GPS OBS
 AA5948  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 AA5948
 AA5948  HORZ ORDER  -  FIRST
 AA5948  ELLP ORDER  -  FOURTH    CLASS II
 AA5948
 AA5948.The horizontal coordinates were established by GPS observations
 AA5948.and adjusted by the National Geodetic Survey in July 2001..
 AA5948.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5948.DATUM ITEM on the data sheet items page.
 AA5948
 AA5948.The orthometric height was determined by GPS observations and a
 AA5948.high-resolution geoid model.
 AA5948
 AA5948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5948
 AA5948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5948
 AA5948.The ellipsoidal height was determined by GPS observations
 AA5948.and is referenced to NAD 83.
 AA5948
 AA5948.The geoid height was determined by GEOID03.
 AA5948
 AA5948;                    North         East     Units Scale Factor Converg.
 AA5948;SPC WA S     -   205,019.676   458,044.823   MT  0.99996789   -0 24 07.4
 AA5948;SPC WA S     -   672,635.39  1,502,768.72   sFT  0.99996789   -0 24 07.4
 AA5948;UTM  10      - 5,226,614.433   647,494.982   MT  0.99986737   +1 25 40.6
 AA5948
 AA5948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5948!SPC WA S     -   0.99989920  x   0.99996789  =   0.99986709
 AA5948!UTM  10      -   0.99989920  x   0.99986737  =   0.99976658
 AA5948
 AA5948                          SUPERSEDED SURVEY CONTROL
 AA5948
 AA5948  NAD 83(1991)-  47 10 35.34203(N)    121 03 12.53919(W) AD(       ) 1
 AA5948  ELLIP H (06/21/95)  643.32   (m)                       GP(       ) 4 2
 AA5948
 AA5948.Superseded values are not recommended for survey control.
 AA5948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5948.See file dsdata.txt to determine how the superseded data were derived.
 AA5948
 AA5948_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4749526614(NAD 83)
 AA5948_MARKER: DD = SURVEY DISK
 AA5948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5948_STAMPING: STN. 0055 1993
 AA5948_MARK LOGO: WA-039
 AA5948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5948+STABILITY: SURFACE MOTION
 AA5948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5948+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5948
 AA5948  HISTORY     - Date     Condition        Report By
 AA5948  HISTORY     - 1993     MONUMENTED       MSI
 AA5948
 AA5948                          STATION DESCRIPTION
 AA5948
 AA5948'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5948'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5948'APPROXIMATELY 7.2 MI (11.6 KM) SOUTHEAST OF THE VILLAGE OF EASTON, AND
 AA5948'APPROXIMATELY 5.5 MI (8.9 KM) WEST OF THE TOWN OF CLE ELUM. TO REACH
 AA5948'THE STATION FROM THE EXIT 78 OVERPASS ROAD (GOLF COURSE ROAD), PROCEED
 AA5948'SOUTH ON GOLF COURSE ROAD FOR 0.85 MI (1.37 KM) TO THE T-INTERSECTION
 AA5948'WITH WEST SIDE ROAD.  TURN LEFT AND PROCEED SOUTH ON WEST SIDE ROAD
 AA5948'FOR 0.9 MI (1.4 KM) TO A SHARP BEND LEFT, AND THE INTERSECTION WITH
 AA5948'FOWLER ROAD STRAIGHT AHEAD.  PROCEED ALONG WEST SIDE ROAD AROUND THE
 AA5948'BEND, AND CONTINUE EAST ON WEST SIDE ROAD FOR 0.3 MI (0.5 KM) TO THE
 AA5948'STATION ON THE RIGHT, AT A CANAL CROSSING. THE STATION IS A COUNTY OF
 AA5948'KITTITAS SURVEY DISK STAMPED "STN. 0055 1993", AND SET IN THE TOP OF A
 AA5948'CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES
 AA5948'ABOVE GROUND LEVEL. THE DISK IS LOCATED 26.4 FT (8.0 M) SOUTHEAST OF
 AA5948'THE CENTERLINE OF WEST SIDE ROAD, 32.8 FT (10.0 M) EAST OF THE
 AA5948'SOUTHEAST CORNER OF A BRIDGE ABUTMENT, 108.5 FT (33.1 M)
 AA5948'WEST-SOUTHWEST OF POWER POLE NO. 77 YCP 245, AND 0.5 FT (15.2 CM)
 AA5948'NORTHWEST OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5949 ***********************************************************************
 AA5949  DESIGNATION -  0056 1993
 AA5949  PID         -  AA5949
 AA5949  STATE/COUNTY-  WA/KITTITAS
 AA5949  USGS QUAD   -  RONALD (1989)
 AA5949
 AA5949                         *CURRENT SURVEY CONTROL
 AA5949  ___________________________________________________________________
 AA5949* NAD 83(1998)-  47 11 41.79064(N)    121 03 11.90781(W)     ADJUSTED  
 AA5949* NAVD 88     -       623.8    (meters)    2047.     (feet)  GPS OBS   
 AA5949  ___________________________________________________________________
 AA5949  X           -  -2,239,872.348 (meters)                     COMP
 AA5949  Y           -  -3,719,929.544 (meters)                     COMP
 AA5949  Z           -   4,656,961.813 (meters)                     COMP
 AA5949  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AA5949  ELLIP HEIGHT-         604.63  (meters)          (07/05/01) GPS OBS
 AA5949  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 AA5949
 AA5949  HORZ ORDER  -  FIRST
 AA5949  ELLP ORDER  -  FOURTH    CLASS II
 AA5949
 AA5949.The horizontal coordinates were established by GPS observations
 AA5949.and adjusted by the National Geodetic Survey in July 2001..
 AA5949.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5949.DATUM ITEM on the data sheet items page.
 AA5949
 AA5949.The orthometric height was determined by GPS observations and a
 AA5949.high-resolution geoid model.
 AA5949
 AA5949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5949
 AA5949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5949
 AA5949.The ellipsoidal height was determined by GPS observations
 AA5949.and is referenced to NAD 83.
 AA5949
 AA5949.The geoid height was determined by GEOID03.
 AA5949
 AA5949;                    North         East     Units Scale Factor Converg.
 AA5949;SPC WA S     -   207,071.473   458,072.484   MT  0.99997128   -0 24 06.9
 AA5949;SPC WA S     -   679,366.99  1,502,859.47   sFT  0.99997128   -0 24 06.9
 AA5949;UTM  10      - 5,228,665.857   647,457.103   MT  0.99986723   +1 25 42.5
 AA5949
 AA5949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5949!SPC WA S     -   0.99990524  x   0.99997128  =   0.99987652
 AA5949!UTM  10      -   0.99990524  x   0.99986723  =   0.99977248
 AA5949
 AA5949                          SUPERSEDED SURVEY CONTROL
 AA5949
 AA5949  NAD 83(1991)-  47 11 41.78902(N)    121 03 11.90909(W) AD(       ) 1
 AA5949  ELLIP H (06/21/95)  604.78   (m)                       GP(       ) 4 2
 AA5949
 AA5949.Superseded values are not recommended for survey control.
 AA5949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5949.See file dsdata.txt to determine how the superseded data were derived.
 AA5949
 AA5949_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4745728666(NAD 83)
 AA5949_MARKER: DD = SURVEY DISK
 AA5949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5949_STAMPING: STN. 0056 1993
 AA5949_MARK LOGO: WA-039
 AA5949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5949+STABILITY: SURFACE MOTION
 AA5949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5949+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5949
 AA5949  HISTORY     - Date     Condition        Report By
 AA5949  HISTORY     - 1993     MONUMENTED       MSI
 AA5949
 AA5949                          STATION DESCRIPTION
 AA5949
 AA5949'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5949'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5949'APPROXIMATELY 6.6 MI (10.6 KM) SOUTHEAST OF THE VILLAGE OF EASTON, AND
 AA5949'APPROXIMATELY 5.5 MI (8.9 KM) WEST OF THE TOWN OF CLE ELUM. THE
 AA5949'STATION IS LOCATED NEAR THE EXIT 78 OVERPASS ON I-90 (GOLF COURSE
 AA5949'ROAD). TO REACH THE STATION FROM THE OVERPASS ROAD (GOLF COURSE ROAD)
 AA5949', PROCEED WESTERLY BY FOOT ALONG THE SOUTH SIDE OF I-90 (EAST BOUND)
 AA5949'FOR APPROXIMATELY 200 FT (61.0 M) TO THE END OF THE GUARD RAIL, AND
 AA5949'THE STATION. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED
 AA5949'"STN. 0056 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS
 AA5949'A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK
 AA5949'IS LOCATED 46.2 FT (14.1 M) SOUTH OF THE CENTERLINE OF I-90 EASTBOUND,
 AA5949'6.5 FT (2.0 M) SOUTH OF THE WEST END OF THE GUARD RAIL, 86.5 FT (26.4
 AA5949'M) NORTHEAST OF A SQUARE 2 FT (0.6 M) WIDE ELECTRICAL ACCESS MANHOLE,
 AA5949'197 FT (60.0 M) WEST OF THE SOUTHWEST BRIDGE ABUTMENT, AND 2.0 FT (0.6
 AA5949'M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5950 ***********************************************************************
 AA5950  DESIGNATION -  0057 1993
 AA5950  PID         -  AA5950
 AA5950  STATE/COUNTY-  WA/KITTITAS
 AA5950  USGS QUAD   -  TEANAWAY (1985)
 AA5950
 AA5950                         *CURRENT SURVEY CONTROL
 AA5950  ___________________________________________________________________
 AA5950* NAD 83(1998)-  47 11 21.55381(N)    120 51 26.16127(W)     ADJUSTED  
 AA5950* NAVD 88     -       579.1    (meters)    1900.     (feet)  GPS OBS   
 AA5950  ___________________________________________________________________
 AA5950  X           -  -2,227,350.877 (meters)                     COMP
 AA5950  Y           -  -3,727,939.085 (meters)                     COMP
 AA5950  Z           -   4,656,504.220 (meters)                     COMP
 AA5950  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AA5950  ELLIP HEIGHT-         559.82  (meters)          (07/05/01) GPS OBS
 AA5950  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 AA5950
 AA5950  HORZ ORDER  -  FIRST
 AA5950  ELLP ORDER  -  FOURTH    CLASS II
 AA5950
 AA5950.The horizontal coordinates were established by GPS observations
 AA5950.and adjusted by the National Geodetic Survey in July 2001..
 AA5950.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5950.DATUM ITEM on the data sheet items page.
 AA5950
 AA5950.The orthometric height was determined by GPS observations and a
 AA5950.high-resolution geoid model.
 AA5950
 AA5950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5950
 AA5950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5950
 AA5950.The ellipsoidal height was determined by GPS observations
 AA5950.and is referenced to NAD 83.
 AA5950
 AA5950.The geoid height was determined by GEOID03.
 AA5950
 AA5950;                    North         East     Units Scale Factor Converg.
 AA5950;SPC WA S     -   206,360.801   472,924.729   MT  0.99997024   -0 15 34.3
 AA5950;SPC WA S     -   677,035.39  1,551,587.22   sFT  0.99997024   -0 15 34.3
 AA5950;UTM  10      - 5,228,430.141   662,323.347   MT  0.99992383   +1 34 20.1
 AA5950
 AA5950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5950!SPC WA S     -   0.99991226  x   0.99997024  =   0.99988250
 AA5950!UTM  10      -   0.99991226  x   0.99992383  =   0.99983609
 AA5950
 AA5950                          SUPERSEDED SURVEY CONTROL
 AA5950
 AA5950  NAD 83(1991)-  47 11 21.55232(N)    120 51 26.16210(W) AD(       ) 1
 AA5950  ELLIP H (06/21/95)  559.95   (m)                       GP(       ) 4 2
 AA5950
 AA5950.Superseded values are not recommended for survey control.
 AA5950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5950.See file dsdata.txt to determine how the superseded data were derived.
 AA5950
 AA5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6232328430(NAD 83)
 AA5950_MARKER: DD = SURVEY DISK
 AA5950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5950_STAMPING: STN. 0057 1993
 AA5950_MARK LOGO: WA-039
 AA5950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5950+STABILITY: SURFACE MOTION
 AA5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5950+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5950
 AA5950  HISTORY     - Date     Condition        Report By
 AA5950  HISTORY     - 1993     MONUMENTED       MSI
 AA5950
 AA5950                          STATION DESCRIPTION
 AA5950
 AA5950'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5950'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5950'APPROXIMATELY 3.5 MI (5.6 KM) EAST OF THE TOWN OF CLE ELUM. TO REACH
 AA5950'THE STATION FROM THE EXIT 85 OVERPASS ON I-90, PROCEED NORTH ON
 AA5950'OVERPASS ROAD FOR 0.3 MI (0.5 KM) TO A T-INTERSECTION, AND THE
 AA5950'ENTRANCE RAMP TO S.R. 970. TURN RIGHT AND PROCEED EAST FOR 0.1 MI (0.2
 AA5950'KM) TO THE INTERSECTION WITH S.R. 970.  CONTINUE EAST ON S.R. 970 FOR
 AA5950'2.1 MI (3.4 KM) TO THE INTERSECTION WITH AIRPORT ROAD ON THE LEFT.
 AA5950'TURN LEFT AND PROCEED NORTH ON AIRPORT ROAD TO A SHARP BEND LEFT, AND
 AA5950'THE STATION ON THE RIGHT. THE STATION IS A COUNTY OF KITTITAS SURVEY
 AA5950'DISK STAMPED "STN. 0057 1993", AND SET IN THE TOP OF A CONCRETE
 AA5950'MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE
 AA5950'GROUND LEVEL. THE DISK IS LOCATED 71.0 FT (21.6 M) WEST-NORTHWEST OF A
 AA5950'WESTERN GATEPOST, 26.7 FT (8.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 AA5950'AIRPORT ROAD, 12.2 FT (3.7 M) SOUTH-SOUTHWEST OF A FENCELINE, AND 2.0
 AA5950'FT (0.6 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5951 ***********************************************************************
 AA5951  DESIGNATION -  0058 1993
 AA5951  PID         -  AA5951
 AA5951  STATE/COUNTY-  WA/KITTITAS
 AA5951  USGS QUAD   -  CLE ELUM LAKE (1989)
 AA5951
 AA5951                         *CURRENT SURVEY CONTROL
 AA5951  ___________________________________________________________________
 AA5951* NAD 83(1998)-  47 16 23.91963(N)    121 04 24.98995(W)     ADJUSTED  
 AA5951* NAVD 88     -       714.5    (meters)    2344.     (feet)  GPS OBS   
 AA5951  ___________________________________________________________________
 AA5951  X           -  -2,237,920.314 (meters)                     COMP
 AA5951  Y           -  -3,713,709.455 (meters)                     COMP
 AA5951  Z           -   4,662,945.029 (meters)                     COMP
 AA5951  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 AA5951  ELLIP HEIGHT-         695.40  (meters)          (07/05/01) GPS OBS
 AA5951  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 AA5951
 AA5951  HORZ ORDER  -  FIRST
 AA5951  ELLP ORDER  -  FOURTH    CLASS II
 AA5951
 AA5951.The horizontal coordinates were established by GPS observations
 AA5951.and adjusted by the National Geodetic Survey in July 2001..
 AA5951.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5951.DATUM ITEM on the data sheet items page.
 AA5951
 AA5951.The orthometric height was determined by GPS observations and a
 AA5951.high-resolution geoid model.
 AA5951
 AA5951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5951
 AA5951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5951
 AA5951.The ellipsoidal height was determined by GPS observations
 AA5951.and is referenced to NAD 83.
 AA5951
 AA5951.The geoid height was determined by GEOID03.
 AA5951
 AA5951;                    North         East     Units Scale Factor Converg.
 AA5951;SPC WA S     -   215,794.772   456,597.569   MT  0.99998682   -0 24 60.0
 AA5951;SPC WA S     -   707,986.68  1,498,020.52   sFT  0.99998682   -0 24 60.0
 AA5951;UTM  10      - 5,237,336.573   645,704.386   MT  0.99986091   +1 24 55.3
 AA5951
 AA5951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5951!SPC WA S     -   0.99989101  x   0.99998682  =   0.99987783
 AA5951!UTM  10      -   0.99989101  x   0.99986091  =   0.99975194
 AA5951
 AA5951                          SUPERSEDED SURVEY CONTROL
 AA5951
 AA5951  NAD 83(1991)-  47 16 23.91795(N)    121 04 24.99126(W) AD(       ) 1
 AA5951  ELLIP H (06/21/95)  695.55   (m)                       GP(       ) 4 2
 AA5951
 AA5951.Superseded values are not recommended for survey control.
 AA5951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5951.See file dsdata.txt to determine how the superseded data were derived.
 AA5951
 AA5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4570437337(NAD 83)
 AA5951_MARKER: DD = SURVEY DISK
 AA5951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5951_STAMPING: STN. 0058 1993
 AA5951_MARK LOGO: WA-039
 AA5951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5951+STABILITY: SURFACE MOTION
 AA5951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5951+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5951
 AA5951  HISTORY     - Date     Condition        Report By
 AA5951  HISTORY     - 1993     MONUMENTED       MSI
 AA5951
 AA5951                          STATION DESCRIPTION
 AA5951
 AA5951'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5951'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5951'APPROXIMATELY 5.0 MI (8.0 KM) NORTHWEST OF THE TOWN OF ROSLYN.  TO
 AA5951'REACH THE STATION FROM THE FIRE STATION IN ROSLYN, PROCEED NORTH ON
 AA5951'S.R. 903 (SALMON LA SAC ROAD) FOR 4.3 MI (6.9 KM) TO THE INTERSECTION
 AA5951'WITH SOUTH LAKE CABINS ROAD (NORTH END) ON THE LEFT. CONTINUE NORTH ON
 AA5951'SALMON LA SAC ROAD FOR 1.5 MI (2.4 KM) TO "THE LAST RESORT" MOTEL, AND
 AA5951'THE STATION ON THE RIGHT. THE STATION IS A COUNTY OF KITTITAS SURVEY
 AA5951'DISK STAMPED "STN. 0058 1993", AND IS SET IN THE TOP OF A CONCRETE
 AA5951'MONUMENT WHICH IS 10 INCHES IN DIAMETER AND APPROXIMATELY FLUSH WITH
 AA5951'THE GROUND.  THE DISK IS LOCATED 27.4 FT (8.4 M) NORTHEAST OF THE
 AA5951'CENTERLINE OF S.R. 903 (SALMON LA SAC ROAD), 6.4 FT (2.0 M) SOUTHEAST
 AA5951'OF TELEPHONE PEDESTAL NO. N6A6B LOCATED NEXT TO A POWER POLE, 98.8 FT
 AA5951'(30.1 M) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE WESTERN HOTEL
 AA5951'BUILDING, 107.0 FT (32.6 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF
 AA5951'THE EASTERN HOTEL BUILDING, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE
 AA5951'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5952 ***********************************************************************
 AA5952  DESIGNATION -  0059 1993
 AA5952  PID         -  AA5952
 AA5952  STATE/COUNTY-  WA/KITTITAS
 AA5952  USGS QUAD   -  CLE ELUM LAKE (1989)
 AA5952
 AA5952                         *CURRENT SURVEY CONTROL
 AA5952  ___________________________________________________________________
 AA5952* NAD 83(1998)-  47 16 56.30210(N)    121 05 33.30982(W)     ADJUSTED  
 AA5952* NAVD 88     -       686.1    (meters)    2251.     (feet)  GPS OBS   
 AA5952  ___________________________________________________________________
 AA5952  X           -  -2,238,760.887 (meters)                     COMP
 AA5952  Y           -  -3,712,322.336 (meters)                     COMP
 AA5952  Z           -   4,663,602.764 (meters)                     COMP
 AA5952  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 AA5952  ELLIP HEIGHT-         667.07  (meters)          (07/05/01) GPS OBS
 AA5952  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 AA5952
 AA5952  HORZ ORDER  -  FIRST
 AA5952  ELLP ORDER  -  FOURTH    CLASS II
 AA5952
 AA5952.The horizontal coordinates were established by GPS observations
 AA5952.and adjusted by the National Geodetic Survey in July 2001..
 AA5952.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5952.DATUM ITEM on the data sheet items page.
 AA5952
 AA5952.The orthometric height was determined by GPS observations and a
 AA5952.high-resolution geoid model.
 AA5952
 AA5952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5952
 AA5952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5952
 AA5952.The ellipsoidal height was determined by GPS observations
 AA5952.and is referenced to NAD 83.
 AA5952
 AA5952.The geoid height was determined by GEOID03.
 AA5952
 AA5952;                    North         East     Units Scale Factor Converg.
 AA5952;SPC WA S     -   216,805.391   455,169.146   MT  0.99998872   -0 25 49.6
 AA5952;SPC WA S     -   711,302.35  1,493,334.11   sFT  0.99998872   -0 25 49.6
 AA5952;UTM  10      - 5,238,300.884   644,244.572   MT  0.99985571   +1 24 05.9
 AA5952
 AA5952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5952!SPC WA S     -   0.99989545  x   0.99998872  =   0.99988417
 AA5952!UTM  10      -   0.99989545  x   0.99985571  =   0.99975118
 AA5952
 AA5952                          SUPERSEDED SURVEY CONTROL
 AA5952
 AA5952  NAD 83(1991)-  47 16 56.30042(N)    121 05 33.31115(W) AD(       ) 1
 AA5952  ELLIP H (06/21/95)  667.22   (m)                       GP(       ) 4 2
 AA5952
 AA5952.Superseded values are not recommended for survey control.
 AA5952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5952.See file dsdata.txt to determine how the superseded data were derived.
 AA5952
 AA5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4424538301(NAD 83)
 AA5952_MARKER: DD = SURVEY DISK
 AA5952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5952_STAMPING: STN. 0059 1993
 AA5952_MARK LOGO: WA-039
 AA5952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5952+STABILITY: SURFACE MOTION
 AA5952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5952+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5952
 AA5952  HISTORY     - Date     Condition        Report By
 AA5952  HISTORY     - 1993     MONUMENTED       MSI
 AA5952
 AA5952                          STATION DESCRIPTION
 AA5952
 AA5952'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5952'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5952'APPROXIMATELY 6.0 MI (9.7 KM) NORTHWEST OF THE TOWN OF ROSLYN.  TO
 AA5952'REACH THE STATION FROM THE FIRE STATION IN ROSLYN, PROCEED NORTH ON
 AA5952'S.R. 903 (SALMON LA SAC ROAD) FOR 6.6 MI (10.6 KM) TO THE ENTRANCE TO
 AA5952'"WISH POOSH" CAMPGROUND ON THE LEFT. TURN LEFT AND PROCEED WEST ON THE
 AA5952'ENTRANCE ROAD FOR 0.5 MI (0.8 KM) (LEADING TO BOAT RAMP AND PARKING
 AA5952'AREA ENTRANCE). TURN RIGHT INTO THE PARKING AREA AND CONTINUE
 AA5952'APPROXIMATELY 300 FT (91.4 M) ACROSS THE PARKING AREA TO THE STATION
 AA5952'ON THE SOUTH SIDE. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK
 AA5952'STAMPED "STN. 0059 1993", AND IS SET IN THE TOP OF A CONCRETE MONUMENT
 AA5952'WHICH IS 10 INCHES IN DIAMETER AND PROJECTS APPROXIMATELY 3 INCHES
 AA5952'ABOVE THE GROUND LEVEL. THE DISK IS LOCATED 12.4 FT (3.8 M) SOUTH OF
 AA5952'THE SOUTH EDGE OF THE PARKING AREA, 22.1 FT (6.7 M) WEST OF A SIGN
 AA5952'READING "NO OVERNIGHT CAMPING", 39.8 FT (12.1 M) EAST OF A 10 INCH
 AA5952'DIAMETER PINE TREE, 333 FT (101.5 M) WEST-SOUTHWEST OF A LIGHT POLE
 AA5952'LOCATED IN THE PARKING AREA ENTRANCE/EXIT ISLAND, AND 2.0 FT (0.6 M)
 AA5952'NORTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5954 ***********************************************************************
 AA5954  DESIGNATION -  0062 1993
 AA5954  PID         -  AA5954
 AA5954  STATE/COUNTY-  WA/KITTITAS
 AA5954  USGS QUAD   -  TEANAWAY BUTTE (1989)
 AA5954
 AA5954                         *CURRENT SURVEY CONTROL
 AA5954  ___________________________________________________________________
 AA5954* NAD 83(1998)-  47 17 03.17096(N)    120 55 50.85945(W)     ADJUSTED  
 AA5954* NAVD 88     -       766.8    (meters)    2516.     (feet)  GPS OBS   
 AA5954  ___________________________________________________________________
 AA5954  X           -  -2,228,217.186 (meters)                     COMP
 AA5954  Y           -  -3,718,542.664 (meters)                     COMP
 AA5954  Z           -   4,663,806.061 (meters)                     COMP
 AA5954  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AA5954  ELLIP HEIGHT-         747.89  (meters)          (07/05/01) GPS OBS
 AA5954  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 AA5954
 AA5954  HORZ ORDER  -  FIRST
 AA5954  ELLP ORDER  -  FOURTH    CLASS II
 AA5954
 AA5954.The horizontal coordinates were established by GPS observations
 AA5954.and adjusted by the National Geodetic Survey in July 2001..
 AA5954.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5954.DATUM ITEM on the data sheet items page.
 AA5954
 AA5954.The orthometric height was determined by GPS observations and a
 AA5954.high-resolution geoid model.
 AA5954
 AA5954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5954
 AA5954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5954
 AA5954.The ellipsoidal height was determined by GPS observations
 AA5954.and is referenced to NAD 83.
 AA5954
 AA5954.The geoid height was determined by GEOID03.
 AA5954
 AA5954;                    North         East     Units Scale Factor Converg.
 AA5954;SPC WA S     -   216,938.109   467,410.176   MT  0.99998913   -0 18 46.5
 AA5954;SPC WA S     -   711,737.78  1,533,494.89   sFT  0.99998913   -0 18 46.5
 AA5954;UTM  10      - 5,238,824.981   656,473.739   MT  0.99990091   +1 31 14.2
 AA5954
 AA5954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5954!SPC WA S     -   0.99988279  x   0.99998913  =   0.99987192
 AA5954!UTM  10      -   0.99988279  x   0.99990091  =   0.99978371
 AA5954
 AA5954                          SUPERSEDED SURVEY CONTROL
 AA5954
 AA5954  NAD 83(1991)-  47 17 03.16943(N)    120 55 50.86044(W) AD(       ) 1
 AA5954  ELLIP H (06/21/95)  748.02   (m)                       GP(       ) 4 2
 AA5954
 AA5954.Superseded values are not recommended for survey control.
 AA5954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5954.See file dsdata.txt to determine how the superseded data were derived.
 AA5954
 AA5954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5647438825(NAD 83)
 AA5954_MARKER: DD = SURVEY DISK
 AA5954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5954_STAMPING: STN. 0062 1993
 AA5954_MARK LOGO: WA-039
 AA5954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5954+STABILITY: SURFACE MOTION
 AA5954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5954+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5954
 AA5954  HISTORY     - Date     Condition        Report By
 AA5954  HISTORY     - 1993     MONUMENTED       MSI
 AA5954
 AA5954                          STATION DESCRIPTION
 AA5954
 AA5954'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5954'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5954'APPROXIMATELY 5.2 MI (8.4 KM) NORTH OF THE TOWN OF CLE ELUM.  TO REACH
 AA5954'THE STATION FROM THE INTERSECTION OF U.S. 97 AND S.R. 970, PROCEED
 AA5954'WEST ON S.R. 970 FOR 3.4 MI (5.5 KM) TO THE INTERSECTION WITH TEANAWAY
 AA5954'ROAD ON THE RIGHT. TURN RIGHT AND PROCEED NORTH ON TEANAWAY ROAD FOR
 AA5954'7.3 MI (11.7 KM) TO THE INTERSECTION OF WEST FORK TEANAWAY ROAD AND
 AA5954'NORTH FORK TEANAWAY ROAD.  TURN LEFT AND PROCEED WEST ON WEST FORK
 AA5954'TEANAWAY ROAD FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH MIDDLE FORK
 AA5954'TEANAWAY ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED NORTH ON MIDDLE
 AA5954'FORK TEANAWAY ROAD FOR 2.6 MI (4.2 KM) TO THE STATION ON THE LEFT,
 AA5954'AFTER A DIRT ROAD BEARING LEFT. THE STATION IS A COUNTY OF KITTITAS
 AA5954'SURVEY DISK STAMPED "STN. 0062 1993", AND IS SET IN THE TOP OF A
 AA5954'CONCRETE MONUMENT WHICH IS 10 INCHES IN DIAMETER AND PROJECTS
 AA5954'APPROXIMATELY 3 INCHES ABOVE THE GROUND LEVEL. THE DISK IS LOCATED
 AA5954'25.7 FT (7.8 M) SOUTH OF THE CENTERLINE OF MIDDLE FORK TEANAWAY ROAD,
 AA5954'33.4 FT (10.2 M) NORTH OF A FENCELINE, 112.0 FT (34.1 M)
 AA5954'WEST-NORTHWEST OF A 1 FT (0.3 M) WIDE, 4.5 FT (1.4 M) HIGH FENCE
 AA5954'CORNER, AND 2.0 FT (0.6 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5955 ***********************************************************************
 AA5955  DESIGNATION -  0063 1993
 AA5955  PID         -  AA5955
 AA5955  STATE/COUNTY-  WA/KITTITAS
 AA5955  USGS QUAD   -  TEANAWAY BUTTE (1989)
 AA5955
 AA5955                         *CURRENT SURVEY CONTROL
 AA5955  ___________________________________________________________________
 AA5955* NAD 83(1998)-  47 15 45.63146(N)    120 55 37.41785(W)     ADJUSTED  
 AA5955* NAVD 88     -       714.8    (meters)    2345.     (feet)  GPS OBS   
 AA5955  ___________________________________________________________________
 AA5955  X           -  -2,228,860.873 (meters)                     COMP
 AA5955  Y           -  -3,720,166.702 (meters)                     COMP
 AA5955  Z           -   4,662,142.900 (meters)                     COMP
 AA5955  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AA5955  ELLIP HEIGHT-         695.83  (meters)          (07/05/01) GPS OBS
 AA5955  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 AA5955
 AA5955  HORZ ORDER  -  FIRST
 AA5955  ELLP ORDER  -  FOURTH    CLASS II
 AA5955
 AA5955.The horizontal coordinates were established by GPS observations
 AA5955.and adjusted by the National Geodetic Survey in July 2001..
 AA5955.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5955.DATUM ITEM on the data sheet items page.
 AA5955
 AA5955.The orthometric height was determined by GPS observations and a
 AA5955.high-resolution geoid model.
 AA5955
 AA5955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5955
 AA5955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5955
 AA5955.The ellipsoidal height was determined by GPS observations
 AA5955.and is referenced to NAD 83.
 AA5955
 AA5955.The geoid height was determined by GEOID03.
 AA5955
 AA5955;                    North         East     Units Scale Factor Converg.
 AA5955;SPC WA S     -   214,542.043   467,679.671   MT  0.99998460   -0 18 36.8
 AA5955;SPC WA S     -   703,876.69  1,534,379.05   sFT  0.99998460   -0 18 36.8
 AA5955;UTM  10      - 5,236,438.967   656,819.720   MT  0.99990224   +1 31 22.2
 AA5955
 AA5955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5955!SPC WA S     -   0.99989094  x   0.99998460  =   0.99987555
 AA5955!UTM  10      -   0.99989094  x   0.99990224  =   0.99979319
 AA5955
 AA5955                          SUPERSEDED SURVEY CONTROL
 AA5955
 AA5955  NAD 83(1991)-  47 15 45.62993(N)    120 55 37.41884(W) AD(       ) 1
 AA5955  ELLIP H (06/21/95)  695.97   (m)                       GP(       ) 4 2
 AA5955
 AA5955.Superseded values are not recommended for survey control.
 AA5955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5955.See file dsdata.txt to determine how the superseded data were derived.
 AA5955
 AA5955_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5682036439(NAD 83)
 AA5955_MARKER: DD = SURVEY DISK
 AA5955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5955_STAMPING: STN. 0063 1993
 AA5955_MARK LOGO: WA-039
 AA5955_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5955+STABILITY: SURFACE MOTION
 AA5955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5955+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5955
 AA5955  HISTORY     - Date     Condition        Report By
 AA5955  HISTORY     - 1993     MONUMENTED       MSI
 AA5955
 AA5955                          STATION DESCRIPTION
 AA5955
 AA5955'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5955'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5955'APPROXIMATELY 4.8 MI (7.7 KM) NORTH OF THE TOWN OF CLE ELUM.  TO REACH
 AA5955'THE STATION FROM THE INTERSECTION OF U.S. 97 AND S.R. 970, PROCEED
 AA5955'WEST ON S.R. 970 FOR 3.4 MI (5.5 KM) TO THE INTERSECTION WITH TEANAWAY
 AA5955'ROAD ON THE RIGHT. TURN RIGHT AND PROCEED NORTH ON TEANAWAY ROAD FOR
 AA5955'7.3 MI (11.7 KM) TO THE INTERSECTION OF WEST FORK TEANAWAY ROAD AND
 AA5955'NORTH FORK TEANAWAY ROAD.  TURN LEFT AND PROCEED WEST ON WEST FORK
 AA5955'TEANAWAY ROAD FOR 1.1 MI (1.8 KM) TO A FORK IN THE ROAD, AND THE END
 AA5955'OF THE COUNTY ROAD. BEAR RIGHT AND PROCEED WEST ON A GRAVEL ROAD FOR
 AA5955'1.1 MI (1.8 KM) TO THE STATION ON THE LEFT, IN A CLEARING. THE STATION
 AA5955'IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0063 1993", AND IS
 AA5955'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 10 INCHES IN DIAMETER
 AA5955'AND PROJECTS APPROXIMATELY 3 INCHES ABOVE THE GROUND LEVEL. THE DISK
 AA5955'IS LOCATED 45.5 FT (13.9 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 AA5955'GRAVEL ROAD, 44.0 FT (13.4 M) EAST-NORTHEAST OF THE EAST GATEPOST, 6.1
 AA5955'FT (1.9 M) NORTH OF A FENCELINE, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE
 AA5955'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5956 ***********************************************************************
 AA5956  DESIGNATION -  0064 1993
 AA5956  PID         -  AA5956
 AA5956  STATE/COUNTY-  WA/KITTITAS
 AA5956  USGS QUAD   -  RONALD (1989)
 AA5956
 AA5956                         *CURRENT SURVEY CONTROL
 AA5956  ___________________________________________________________________
 AA5956* NAD 83(1998)-  47 14 06.82781(N)    121 01 26.58979(W)     ADJUSTED  
 AA5956* NAVD 88     -       713.7    (meters)    2342.     (feet)  GPS OBS   
 AA5956  ___________________________________________________________________
 AA5956  X           -  -2,236,309.776 (meters)                     COMP
 AA5956  Y           -  -3,718,307.830 (meters)                     COMP
 AA5956  Z           -   4,660,070.512 (meters)                     COMP
 AA5956  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 AA5956  ELLIP HEIGHT-         694.58  (meters)          (07/05/01) GPS OBS
 AA5956  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 AA5956
 AA5956  HORZ ORDER  -  FIRST
 AA5956  ELLP ORDER  -  FOURTH    CLASS II
 AA5956
 AA5956.The horizontal coordinates were established by GPS observations
 AA5956.and adjusted by the National Geodetic Survey in July 2001..
 AA5956.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5956.DATUM ITEM on the data sheet items page.
 AA5956
 AA5956.The orthometric height was determined by GPS observations and a
 AA5956.high-resolution geoid model.
 AA5956
 AA5956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5956
 AA5956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5956
 AA5956.The ellipsoidal height was determined by GPS observations
 AA5956.and is referenced to NAD 83.
 AA5956
 AA5956.The geoid height was determined by GEOID03.
 AA5956
 AA5956;                    North         East     Units Scale Factor Converg.
 AA5956;SPC WA S     -   211,535.155   460,319.039   MT  0.99997903   -0 22 50.4
 AA5956;SPC WA S     -   694,011.59  1,510,230.05   sFT  0.99997903   -0 22 50.4
 AA5956;UTM  10      - 5,233,198.568   649,559.672   MT  0.99987490   +1 27 03.3
 AA5956
 AA5956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5956!SPC WA S     -   0.99989114  x   0.99997903  =   0.99987017
 AA5956!UTM  10      -   0.99989114  x   0.99987490  =   0.99976605
 AA5956
 AA5956                          SUPERSEDED SURVEY CONTROL
 AA5956
 AA5956  NAD 83(1991)-  47 14 06.82615(N)    121 01 26.59102(W) AD(       ) 1
 AA5956  ELLIP H (06/21/95)  694.73   (m)                       GP(       ) 4 2
 AA5956
 AA5956.Superseded values are not recommended for survey control.
 AA5956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5956.See file dsdata.txt to determine how the superseded data were derived.
 AA5956
 AA5956_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4956033199(NAD 83)
 AA5956_MARKER: DD = SURVEY DISK
 AA5956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5956_STAMPING: STN. 0064 1993
 AA5956_MARK LOGO: WA-039
 AA5956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5956+STABILITY: SURFACE MOTION
 AA5956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5956+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5956
 AA5956  HISTORY     - Date     Condition        Report By
 AA5956  HISTORY     - 1993     MONUMENTED       MSI
 AA5956
 AA5956                          STATION DESCRIPTION
 AA5956
 AA5956'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5956'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON, WITHIN
 AA5956'THE VILLAGE OF RONALD, AND APPROXIMATELY 1.7 MI (2.7 KM) NORTHWEST OF
 AA5956'THE TOWN OF ROSLYN. TO REACH THE STATION FROM THE FIRE STATION IN
 AA5956'ROSLYN, PROCEED NORTH ON S.R. 903 FOR 2.1 MI (3.4 KM) TO THE
 AA5956'INTERSECTION WITH PACIFIC AVENUE IN RONALD, AND THE STATION ON THE
 AA5956'LEFT. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN.
 AA5956'0064 1993", AND IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 10
 AA5956'INCHES IN DIAMETER AND PROJECTS APPROXIMATELY 3 INCHES ABOVE THE
 AA5956'GROUND LEVEL. THE DISK IS LOCATED 16.0 FT (4.9 M) SOUTHWEST OF THE
 AA5956'CENTERLINE OF S.R. 903, 50.0 FT (15.2 M) NORTHWEST OF THE FIRE HYDRANT
 AA5956'WHICH IS ON THE SOUTH CORNER OF THE ROAD INTERSECTION, 106.3 FT (32.4
 AA5956'M) NORTHEAST OF POWER POLE NO. Q623-45, AND 2.0 FT (0.6 M) EAST OF AN
 AA5956'ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5957 ***********************************************************************
 AA5957  DESIGNATION -  0065 1993
 AA5957  PID         -  AA5957
 AA5957  STATE/COUNTY-  WA/KITTITAS
 AA5957  USGS QUAD   -  CLE ELUM (1984)
 AA5957
 AA5957                         *CURRENT SURVEY CONTROL
 AA5957  ___________________________________________________________________
 AA5957* NAD 83(1998)-  47 12 52.57235(N)    120 59 04.78578(W)     ADJUSTED  
 AA5957* NAVD 88     -       658.5    (meters)    2160.     (feet)  GPS OBS   
 AA5957  ___________________________________________________________________
 AA5957  X           -  -2,234,600.288 (meters)                     COMP
 AA5957  Y           -  -3,721,255.418 (meters)                     COMP
 AA5957  Z           -   4,658,472.467 (meters)                     COMP
 AA5957  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AA5957  ELLIP HEIGHT-         639.34  (meters)          (07/05/01) GPS OBS
 AA5957  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 AA5957
 AA5957  HORZ ORDER  -  FIRST
 AA5957  ELLP ORDER  -  FOURTH    CLASS II
 AA5957
 AA5957.The horizontal coordinates were established by GPS observations
 AA5957.and adjusted by the National Geodetic Survey in July 2001..
 AA5957.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5957.DATUM ITEM on the data sheet items page.
 AA5957
 AA5957.The orthometric height was determined by GPS observations and a
 AA5957.high-resolution geoid model.
 AA5957
 AA5957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5957
 AA5957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5957
 AA5957.The ellipsoidal height was determined by GPS observations
 AA5957.and is referenced to NAD 83.
 AA5957
 AA5957.The geoid height was determined by GEOID03.
 AA5957
 AA5957;                    North         East     Units Scale Factor Converg.
 AA5957;SPC WA S     -   209,223.022   463,287.497   MT  0.99997500   -0 21 07.4
 AA5957;SPC WA S     -   686,425.86  1,519,969.06   sFT  0.99997500   -0 21 07.4
 AA5957;UTM  10      - 5,230,982.702   652,600.217   MT  0.99988620   +1 28 45.6
 AA5957
 AA5957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5957!SPC WA S     -   0.99989980  x   0.99997500  =   0.99987480
 AA5957!UTM  10      -   0.99989980  x   0.99988620  =   0.99978601
 AA5957
 AA5957                          SUPERSEDED SURVEY CONTROL
 AA5957
 AA5957  NAD 83(1991)-  47 12 52.57075(N)    120 59 04.78686(W) AD(       ) 1
 AA5957  ELLIP H (06/21/95)  639.48   (m)                       GP(       ) 4 2
 AA5957
 AA5957.Superseded values are not recommended for survey control.
 AA5957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5957.See file dsdata.txt to determine how the superseded data were derived.
 AA5957
 AA5957_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5260030983(NAD 83)
 AA5957_MARKER: DD = SURVEY DISK
 AA5957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5957_STAMPING: STN. 0065 1993
 AA5957_MARK LOGO: WA-039
 AA5957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5957+STABILITY: SURFACE MOTION
 AA5957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5957+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5957
 AA5957  HISTORY     - Date     Condition        Report By
 AA5957  HISTORY     - 1993     MONUMENTED       MSI
 AA5957
 AA5957                          STATION DESCRIPTION
 AA5957
 AA5957'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5957'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5957'APPROXIMATELY 0.5 MI (0.8 KM) SOUTHEAST OF THE TOWN OF ROSLYN. TO
 AA5957'REACH THE STATION FROM THE EXIT 80 OVERPASS ON I-90 (BULLFROG ROAD),
 AA5957'PROCEED NORTH ON BULLFROG ROAD FOR 2.7 MI (4.3 KM) TO THE
 AA5957'T-INTERSECTION WITH S.R. 903.  TURN LEFT AND PROCEED NORTHWEST ON S.R.
 AA5957'903 FOR 0.5 MI (0.8 KM) TO THE INTERSECTION WITH SOUTH AVENUE ON THE
 AA5957'RIGHT. TURN RIGHT AND PROCEED NORTHEAST ON SOUTH AVENUE FOR 0.1 MI
 AA5957'(0.2 KM) TO THE STATION ON THE LEFT, AT THE INTERSECTION WITH "SOUTH
 AA5957'A" STREET. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED
 AA5957'"STN. 0065 1993", AND IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 AA5957'IS 10 INCHES IN DIAMETER AND PROJECTS APPROXIMATELY 3 INCHES ABOVE THE
 AA5957'GROUND LEVEL. THE DISK IS LOCATED 26.0 FT (7.9 M) NORTHEAST OF THE
 AA5957'CENTERLINE OF SOUTH A STREET, 42.5 FT (13.0 M) NORTHWEST OF THE
 AA5957'CENTERLINE OF SOUTH STREET, 13.8 FT (4.2 M) WEST-NORTHWEST OF A FENCE
 AA5957'CORNER, 5.5 FT (1.7 M) NORTH OF A FIRE HYDRANT, AND 2.0 FT (0.6 M)
 AA5957'SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5958 ***********************************************************************
 AA5958  DESIGNATION -  0066 1993
 AA5958  PID         -  AA5958
 AA5958  STATE/COUNTY-  WA/KITTITAS
 AA5958  USGS QUAD   -  CLE ELUM (1984)
 AA5958
 AA5958                         *CURRENT SURVEY CONTROL
 AA5958  ___________________________________________________________________
 AA5958* NAD 83(1998)-  47 12 11.91876(N)    120 57 58.86562(W)     ADJUSTED  
 AA5958* NAVD 88     -       639.3    (meters)    2097.     (feet)  GPS OBS   
 AA5958  ___________________________________________________________________
 AA5958  X           -  -2,233,878.251 (meters)                     COMP
 AA5958  Y           -  -3,722,748.226 (meters)                     COMP
 AA5958  Z           -   4,657,605.374 (meters)                     COMP
 AA5958  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA5958  ELLIP HEIGHT-         620.07  (meters)          (07/05/01) GPS OBS
 AA5958  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 AA5958
 AA5958  HORZ ORDER  -  FIRST
 AA5958  ELLP ORDER  -  FOURTH    CLASS II
 AA5958
 AA5958.The horizontal coordinates were established by GPS observations
 AA5958.and adjusted by the National Geodetic Survey in July 2001..
 AA5958.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5958.DATUM ITEM on the data sheet items page.
 AA5958
 AA5958.The orthometric height was determined by GPS observations and a
 AA5958.high-resolution geoid model.
 AA5958
 AA5958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5958
 AA5958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5958
 AA5958.The ellipsoidal height was determined by GPS observations
 AA5958.and is referenced to NAD 83.
 AA5958
 AA5958.The geoid height was determined by GEOID03.
 AA5958
 AA5958;                    North         East     Units Scale Factor Converg.
 AA5958;SPC WA S     -   207,959.254   464,667.102   MT  0.99997285   -0 20 19.5
 AA5958;SPC WA S     -   682,279.65  1,524,495.32   sFT  0.99997285   -0 20 19.5
 AA5958;UTM  10      - 5,229,763.772   654,019.383   MT  0.99989155   +1 29 33.1
 AA5958
 AA5958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5958!SPC WA S     -   0.99990282  x   0.99997285  =   0.99987567
 AA5958!UTM  10      -   0.99990282  x   0.99989155  =   0.99979438
 AA5958
 AA5958                          SUPERSEDED SURVEY CONTROL
 AA5958
 AA5958  NAD 83(1991)-  47 12 11.91716(N)    120 57 58.86667(W) AD(       ) 1
 AA5958  ELLIP H (06/21/95)  620.20   (m)                       GP(       ) 4 2
 AA5958
 AA5958.Superseded values are not recommended for survey control.
 AA5958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5958.See file dsdata.txt to determine how the superseded data were derived.
 AA5958
 AA5958_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5401929764(NAD 83)
 AA5958_MARKER: DD = SURVEY DISK
 AA5958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5958_STAMPING: STN. 0066 1993
 AA5958_MARK LOGO: WA-039
 AA5958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5958+STABILITY: SURFACE MOTION
 AA5958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5958+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5958
 AA5958  HISTORY     - Date     Condition        Report By
 AA5958  HISTORY     - 1993     MONUMENTED       MSI
 AA5958
 AA5958                          STATION DESCRIPTION
 AA5958
 AA5958'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5958'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5958'APPROXIMATELY 2.0 MI (3.2 KM) SOUTHEAST OF THE TOWN OF ROSLYN AND
 AA5958'APPROXIMATELY 1.6 MI (2.6 KM) NORTHWEST OF THE TOWN OF CLE ELUM.  TO
 AA5958'REACH THE STATION FROM THE EXIT 80 OVERPASS ON I-90 (BULLFROG ROAD),
 AA5958'PROCEED NORTH ON BULLFROG ROAD FOR 2.7 MI (4.3 KM) TO THE
 AA5958'T-INTERSECTION WITH S.R. 903.  TURN LEFT AND PROCEED SOUTHEAST ON S.R.
 AA5958'903 FOR 0.75 MI (1.21 KM) TO AN UNMARKED GRAVEL ROAD ON THE LEFT AT A
 AA5958'POWER LINE CROSSING. TURN LEFT AND PROCEED EAST ON THE GRAVEL ROAD FOR
 AA5958'0.1 MI (0.2 KM) TO THE STATION, UNDERNEATH THE POWER LINES. THE
 AA5958'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0066 1993",
 AA5958'AND IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 10 INCHES IN
 AA5958'DIAMETER AND PROJECTS APPROXIMATELY 3 INCHES ABOVE THE GROUND LEVEL.
 AA5958'THE DISK IS LOCATED 81.5 FT (24.8 M) NORTHWEST OF THE CENTERLINE OF
 AA5958'THE GRAVEL ROAD, 228.0 FT (69.5 M) NORTHEAST OF THE SOUTHEAST CORNER
 AA5958'OF POWER LINE STRUCTURE NO. 6, 152.0 FT (46.3 M) NORTH OF THE WEST
 AA5958'WOODEN POWER POLE NO. 5-61-1-80, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE
 AA5958'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5959 ***********************************************************************
 AA5959  DESIGNATION -  0067 1993
 AA5959  PID         -  AA5959
 AA5959  STATE/COUNTY-  WA/KITTITAS
 AA5959  USGS QUAD   -  RONALD (1989)
 AA5959
 AA5959                         *CURRENT SURVEY CONTROL
 AA5959  ___________________________________________________________________
 AA5959* NAD 83(1998)-  47 11 38.11372(N)    121 00 33.56704(W)     ADJUSTED  
 AA5959* NAVD 88     -       615.7    (meters)    2020.     (feet)  GPS OBS   
 AA5959  ___________________________________________________________________
 AA5959  X           -  -2,237,056.136 (meters)                     COMP
 AA5959  Y           -  -3,721,714.582 (meters)                     COMP
 AA5959  Z           -   4,656,878.690 (meters)                     COMP
 AA5959  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AA5959  ELLIP HEIGHT-         596.51  (meters)          (07/05/01) GPS OBS
 AA5959  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 AA5959
 AA5959  HORZ ORDER  -  FIRST
 AA5959  ELLP ORDER  -  FOURTH    CLASS II
 AA5959
 AA5959.The horizontal coordinates were established by GPS observations
 AA5959.and adjusted by the National Geodetic Survey in July 2001..
 AA5959.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5959.DATUM ITEM on the data sheet items page.
 AA5959
 AA5959.The orthometric height was determined by GPS observations and a
 AA5959.high-resolution geoid model.
 AA5959
 AA5959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5959
 AA5959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5959
 AA5959.The ellipsoidal height was determined by GPS observations
 AA5959.and is referenced to NAD 83.
 AA5959
 AA5959.The geoid height was determined by GEOID03.
 AA5959
 AA5959;                    North         East     Units Scale Factor Converg.
 AA5959;SPC WA S     -   206,935.478   461,404.605   MT  0.99997109   -0 22 11.9
 AA5959;SPC WA S     -   678,920.81  1,513,791.61   sFT  0.99997109   -0 22 11.9
 AA5959;UTM  10      - 5,228,636.375   650,791.542   MT  0.99987945   +1 27 38.7
 AA5959
 AA5959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5959!SPC WA S     -   0.99990651  x   0.99997109  =   0.99987760
 AA5959!UTM  10      -   0.99990651  x   0.99987945  =   0.99978597
 AA5959
 AA5959                          SUPERSEDED SURVEY CONTROL
 AA5959
 AA5959  NAD 83(1991)-  47 11 38.11209(N)    121 00 33.56820(W) AD(       ) 1
 AA5959  ELLIP H (06/21/95)  596.65   (m)                       GP(       ) 4 2
 AA5959
 AA5959.Superseded values are not recommended for survey control.
 AA5959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5959.See file dsdata.txt to determine how the superseded data were derived.
 AA5959
 AA5959_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5079228636(NAD 83)
 AA5959_MARKER: DD = SURVEY DISK
 AA5959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5959_STAMPING: STN. 0067 1993
 AA5959_MARK LOGO: WA-039
 AA5959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5959+STABILITY: SURFACE MOTION
 AA5959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5959+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5959
 AA5959  HISTORY     - Date     Condition        Report By
 AA5959  HISTORY     - 1993     MONUMENTED       MSI
 AA5959
 AA5959                          STATION DESCRIPTION
 AA5959
 AA5959'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5959'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5959'APPROXIMATELY 2.0 MI (3.2 KM) SOUTH OF THE TOWN OF ROSLYN AND
 AA5959'APPROXIMATELY 3.4 MI (5.5 KM) WEST OF THE TOWN OF CLE ELUM.  TO REACH
 AA5959'THE STATION FROM THE EXIT 80 OVERPASS ON I-90 (BULLFROG ROAD), PROCEED
 AA5959'NORTH ON BULLFROG ROAD FOR 0.5 MI (0.8 KM) TO THE BRIDGE CROSSING THE
 AA5959'CLE ELUM RIVER.  CONTINUE NORTH ON BULLFROG ROAD FOR 0.4 MI (0.6 KM)
 AA5959'TO THE STATION THE RIGHT. THE STATION IS A COUNTY OF KITTITAS SURVEY
 AA5959'DISK STAMPED "STN. 0067 1993", AND IS SET IN THE TOP OF A CONCRETE
 AA5959'MONUMENT WHICH IS 10 INCHES IN DIAMETER AND PROJECTS APPROXIMATELY 3
 AA5959'INCHES ABOVE THE GROUND LEVEL. THE DISK IS LOCATED 44.6 FT (13.6 M)
 AA5959'SOUTHEAST OF THE CENTERLINE OF BULLFROG ROAD, 65.3 FT (19.9 M)
 AA5959'WEST-SOUTHWEST OF THE MIDDLE POLE OF A TRANSMISSION TOWER, 98.0 FT
 AA5959'(29.9 M) NORTH OF A PINE TREE WITH METAL TAG, AND 2.0 FT (0.6 M) SOUTH
 AA5959'OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5960 ***********************************************************************
 AA5960  DESIGNATION -  0068 1993
 AA5960  PID         -  AA5960
 AA5960  STATE/COUNTY-  WA/KITTITAS
 AA5960  USGS QUAD   -  RONALD (1989)
 AA5960
 AA5960                         *CURRENT SURVEY CONTROL
 AA5960  ___________________________________________________________________
 AA5960* NAD 83(1998)-  47 09 54.71037(N)    121 00 35.80426(W)     ADJUSTED  
 AA5960* NAVD 88     -       658.1    (meters)    2159.     (feet)  GPS OBS   
 AA5960  ___________________________________________________________________
 AA5960  X           -  -2,238,318.149 (meters)                     COMP
 AA5960  Y           -  -3,723,722.680 (meters)                     COMP
 AA5960  Z           -   4,654,739.091 (meters)                     COMP
 AA5960  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AA5960  ELLIP HEIGHT-         638.90  (meters)          (07/05/01) GPS OBS
 AA5960  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 AA5960
 AA5960  HORZ ORDER  -  FIRST
 AA5960  ELLP ORDER  -  FOURTH    CLASS II
 AA5960
 AA5960.The horizontal coordinates were established by GPS observations
 AA5960.and adjusted by the National Geodetic Survey in July 2001..
 AA5960.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5960.DATUM ITEM on the data sheet items page.
 AA5960
 AA5960.The orthometric height was determined by GPS observations and a
 AA5960.high-resolution geoid model.
 AA5960
 AA5960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5960
 AA5960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5960
 AA5960.The ellipsoidal height was determined by GPS observations
 AA5960.and is referenced to NAD 83.
 AA5960
 AA5960.The geoid height was determined by GEOID03.
 AA5960
 AA5960;                    North         East     Units Scale Factor Converg.
 AA5960;SPC WA S     -   203,742.672   461,336.870   MT  0.99996588   -0 22 13.5
 AA5960;SPC WA S     -   668,445.75  1,513,569.38   sFT  0.99996588   -0 22 13.5
 AA5960;UTM  10      - 5,225,443.319   650,825.818   MT  0.99987958   +1 27 34.6
 AA5960
 AA5960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5960!SPC WA S     -   0.99989986  x   0.99996588  =   0.99986575
 AA5960!UTM  10      -   0.99989986  x   0.99987958  =   0.99977946
 AA5960
 AA5960                          SUPERSEDED SURVEY CONTROL
 AA5960
 AA5960  NAD 83(1991)-  47 09 54.70877(N)    121 00 35.80538(W) AD(       ) 1
 AA5960  ELLIP H (06/21/95)  639.04   (m)                       GP(       ) 4 2
 AA5960
 AA5960.Superseded values are not recommended for survey control.
 AA5960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5960.See file dsdata.txt to determine how the superseded data were derived.
 AA5960
 AA5960_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5082625443(NAD 83)
 AA5960_MARKER: DD = SURVEY DISK
 AA5960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5960_STAMPING: STN. 0068 1993
 AA5960_MARK LOGO: WA-039
 AA5960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5960+STABILITY: SURFACE MOTION
 AA5960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5960+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5960
 AA5960  HISTORY     - Date     Condition        Report By
 AA5960  HISTORY     - 1993     MONUMENTED       MSI
 AA5960
 AA5960                          STATION DESCRIPTION
 AA5960
 AA5960'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5960'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5960'APPROXIMATELY 4.0 MI (6.4 KM) SOUTH OF THE TOWN OF ROSLYN, AND
 AA5960'APPROXIMATELY 4.0 MI (6.4 KM) SOUTHWEST OF THE TOWN OF CLE ELUM. TO
 AA5960'REACH THE STATION FROM THE EXIT 78 OVERPASS ON I-90 (GOLF COURSE
 AA5960'ROAD), PROCEED SOUTH ON GOLF COURSE ROAD FOR 0.85 MI (1.37 KM) TO THE
 AA5960'T-INTERSECTION WITH WEST SIDE ROAD.  TURN LEFT AND PROCEED SOUTH ON
 AA5960'WEST SIDE ROAD FOR 0.9 MI (1.4 KM) TO A SHARP BEND TO THE LEFT, AND
 AA5960'THE INTERSECTION WITH FOWLER ROAD STRAIGHT AHEAD. CONTINUE ALONG WEST
 AA5960'SIDE ROAD AROUND THE BEND AND CONTINUE EAST FOR 2.6 MI (4.2 KM) TO THE
 AA5960'INTERSECTION WITH WOOD AND STEEL ROAD ON THE RIGHT. CONTINUE EAST ON
 AA5960'WEST SIDE ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT. THE
 AA5960'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0068 1993",
 AA5960'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5960'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 32.3 FT
 AA5960'(9.8 M) NORTH OF THE CENTERLINE OF WEST SIDE ROAD, 8.4 FT (2.6 M) EAST
 AA5960'OF POWER POLE NO. 77YCP145, 55.7 FT (17.0 M) WEST-NORTHWEST OF THE
 AA5960'NORTH END OF A CULVERT, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE
 AA5960'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5961 ***********************************************************************
 AA5961  DESIGNATION -  0069 1993
 AA5961  PID         -  AA5961
 AA5961  STATE/COUNTY-  WA/KITTITAS
 AA5961  USGS QUAD   -  CLE ELUM (1984)
 AA5961
 AA5961                         *CURRENT SURVEY CONTROL
 AA5961  ___________________________________________________________________
 AA5961* NAD 83(1998)-  47 10 05.69260(N)    120 57 53.03365(W)     ADJUSTED  
 AA5961* NAVD 88     -       680.9    (meters)    2234.     (feet)  GPS OBS   
 AA5961  ___________________________________________________________________
 AA5961  X           -  -2,235,258.916 (meters)                     COMP
 AA5961  Y           -  -3,725,287.829 (meters)                     COMP
 AA5961  Z           -   4,654,986.375 (meters)                     COMP
 AA5961  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AA5961  ELLIP HEIGHT-         661.65  (meters)          (07/05/01) GPS OBS
 AA5961  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 AA5961
 AA5961  HORZ ORDER  -  FIRST
 AA5961  ELLP ORDER  -  FOURTH    CLASS II
 AA5961
 AA5961.The horizontal coordinates were established by GPS observations
 AA5961.and adjusted by the National Geodetic Survey in July 2001..
 AA5961.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5961.DATUM ITEM on the data sheet items page.
 AA5961
 AA5961.The orthometric height was determined by GPS observations and a
 AA5961.high-resolution geoid model.
 AA5961
 AA5961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5961
 AA5961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5961
 AA5961.The ellipsoidal height was determined by GPS observations
 AA5961.and is referenced to NAD 83.
 AA5961
 AA5961.The geoid height was determined by GEOID03.
 AA5961
 AA5961;                    North         East     Units Scale Factor Converg.
 AA5961;SPC WA S     -   204,060.625   464,766.872   MT  0.99996642   -0 20 15.3
 AA5961;SPC WA S     -   669,488.90  1,524,822.65   sFT  0.99996642   -0 20 15.3
 AA5961;UTM  10      - 5,225,870.623   654,243.642   MT  0.99989240   +1 29 34.3
 AA5961
 AA5961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5961!SPC WA S     -   0.99989630  x   0.99996642  =   0.99986272
 AA5961!UTM  10      -   0.99989630  x   0.99989240  =   0.99978871
 AA5961
 AA5961                          SUPERSEDED SURVEY CONTROL
 AA5961
 AA5961  NAD 83(1991)-  47 10 05.69101(N)    120 57 53.03470(W) AD(       ) 1
 AA5961  ELLIP H (06/21/95)  661.79   (m)                       GP(       ) 4 2
 AA5961
 AA5961.Superseded values are not recommended for survey control.
 AA5961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5961.See file dsdata.txt to determine how the superseded data were derived.
 AA5961
 AA5961_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5424425871(NAD 83)
 AA5961_MARKER: DD = SURVEY DISK
 AA5961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5961_STAMPING: STN. 0069 1993
 AA5961_MARK LOGO: WA-039
 AA5961_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5961+STABILITY: SURFACE MOTION
 AA5961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5961+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5961
 AA5961  HISTORY     - Date     Condition        Report By
 AA5961  HISTORY     - 1993     MONUMENTED       MSI
 AA5961
 AA5961                          STATION DESCRIPTION
 AA5961
 AA5961'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5961'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5961'APPROXIMATELY 2.2 MI (3.5 KM) SOUTH OF THE TOWN OF CLE ELUM. TO REACH
 AA5961'THE STATION FROM THE EXIT 85 OVERPASS ON I-90, PROCEED NORTH ON THE
 AA5961'OVERPASS ROAD FOR 0.3 MI (0.5 KM) TO A T-INTERSECTION. TURN LEFT AND
 AA5961'PROCEED WEST 0.1 MI (0.2 KM) TO THE INTERSECTION WITH S.R. 970. TURN
 AA5961'LEFT AND PROCEED WEST ON S.R. 970 (FIRST STREET) FOR 2.0 MI, PASSING
 AA5961'THROUGH CLE ELUM, TO THE INTERSECTION WITH ROSSETTI STREET.  TURN LEFT
 AA5961'AND PROCEED SOUTH ON ROSSETTI STREET FOR 0.9 MI (1.4 KM) (NOTE -
 AA5961'ROSSETTI STREET IS NAMED FOURTH STREET AFTER CROSSING UNDER I-90) TO
 AA5961'THE T-INTERSECTION WITH LOWER PEOH POINT ROAD. TURN LEFT AND PROCEED
 AA5961'EAST ON LOWER PEOH POINT ROAD FOR 0.55 MI (0.89 KM) TO THE
 AA5961'INTERSECTION WITH UPPER PEOH POINT ROAD ON THE RIGHT.  TURN RIGHT AND
 AA5961'GO SOUTH ON UPPER PEOH POINT ROAD FOR 1.0 MI (1.6 KM) TO THE
 AA5961'INTERSECTION WITH MOHAR ROAD.  TURN RIGHT AND PROCEED WEST ON MOHAR
 AA5961'ROAD FOR 1.2 MI (1.9 KM) TO THE STATION ON THE RIGHT, NEAR THE
 AA5961'ENTRANCE TO A MINK FARM. THE STATION IS A COUNTY OF KITTITAS SURVEY
 AA5961'DISK STAMPED "STN. 0069 1993", AND SET IN THE TOP OF A CONCRETE
 AA5961'MONUMENT WHICH HAS A 10 INCH DIAMETER AND FLUSH WITH THE GROUND LEVEL.
 AA5961'THE DISK IS LOCATED 23.4 FT (7.1 M) NORTH-NORTHWEST OF THE CENTERLINE
 AA5961'OF MOHAR ROAD, 70.3 FT (21.4 M) EAST-NORTHEAST OF A FENCE CORNER, AND
 AA5961'29.5 FT (9.0 M) WEST OF THE WEST END OF THE CULVERT UNDER THE DRIVEWAY
 AA5961'ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5962 ***********************************************************************
 AA5962  DESIGNATION -  0070 1993
 AA5962  PID         -  AA5962
 AA5962  STATE/COUNTY-  WA/KITTITAS
 AA5962  USGS QUAD   -  CLE ELUM (1984)
 AA5962
 AA5962                         *CURRENT SURVEY CONTROL
 AA5962  ___________________________________________________________________
 AA5962* NAD 83(1998)-  47 11 29.04298(N)    120 56 55.28181(W)     ADJUSTED  
 AA5962* NAVD 88     -       587.4    (meters)    1927.     (feet)  GPS OBS   
 AA5962  ___________________________________________________________________
 AA5962  X           -  -2,233,212.076 (meters)                     COMP
 AA5962  Y           -  -3,724,239.677 (meters)                     COMP
 AA5962  Z           -   4,656,667.536 (meters)                     COMP
 AA5962  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AA5962  ELLIP HEIGHT-         568.18  (meters)          (07/05/01) GPS OBS
 AA5962  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 AA5962
 AA5962  HORZ ORDER  -  FIRST
 AA5962  ELLP ORDER  -  FOURTH    CLASS II
 AA5962
 AA5962.The horizontal coordinates were established by GPS observations
 AA5962.and adjusted by the National Geodetic Survey in July 2001..
 AA5962.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5962.DATUM ITEM on the data sheet items page.
 AA5962
 AA5962.The orthometric height was determined by GPS observations and a
 AA5962.high-resolution geoid model.
 AA5962
 AA5962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5962
 AA5962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5962
 AA5962.The ellipsoidal height was determined by GPS observations
 AA5962.and is referenced to NAD 83.
 AA5962
 AA5962.The geoid height was determined by GEOID03.
 AA5962
 AA5962;                    North         East     Units Scale Factor Converg.
 AA5962;SPC WA S     -   206,627.467   465,997.721   MT  0.99997062   -0 19 33.3
 AA5962;SPC WA S     -   677,910.28  1,528,860.86   sFT  0.99997062   -0 19 33.3
 AA5962;UTM  10      - 5,228,475.285   655,391.773   MT  0.99989677   +1 30 18.7
 AA5962
 AA5962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5962!SPC WA S     -   0.99991095  x   0.99997062  =   0.99988157
 AA5962!UTM  10      -   0.99991095  x   0.99989677  =   0.99980773
 AA5962
 AA5962                          SUPERSEDED SURVEY CONTROL
 AA5962
 AA5962  NAD 83(1991)-  47 11 29.04139(N)    120 56 55.28283(W) AD(       ) 1
 AA5962  ELLIP H (06/21/95)  568.32   (m)                       GP(       ) 4 2
 AA5962
 AA5962.Superseded values are not recommended for survey control.
 AA5962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5962.See file dsdata.txt to determine how the superseded data were derived.
 AA5962
 AA5962_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5539228475(NAD 83)
 AA5962_MARKER: DD = SURVEY DISK
 AA5962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5962_STAMPING: STN. 0070 1993
 AA5962_MARK LOGO: WA-039
 AA5962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5962+STABILITY: SURFACE MOTION
 AA5962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5962+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5962
 AA5962  HISTORY     - Date     Condition        Report By
 AA5962  HISTORY     - 1993     MONUMENTED       MSI
 AA5962
 AA5962                          STATION DESCRIPTION
 AA5962
 AA5962'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5962'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5962'APPROXIMATELY 0.8 MI (1.3 KM) SOUTHWEST OF THE TOWN OF CLE ELUM. TO
 AA5962'REACH THE STATION FROM THE EXIT 85 OVERPASS ON I-90, PROCEED NORTH ON
 AA5962'THE OVERPASS ROAD FOR 0.3 MI (0.5 KM) TO A T-INTERSECTION. TURN LEFT
 AA5962'AND PROCEED WEST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH S.R.
 AA5962'970. TURN LEFT AND PROCEED WEST ON S.R. 970 (FIRST STREET) FOR 2.0 MI,
 AA5962'PASSING THROUGH CLE ELUM, TO THE INTERSECTION WITH ROSSETTI STREET.
 AA5962'TURN LEFT AND PROCEED SOUTH ON ROSSETTI STREET (LATER FOURTH
 AA5962'STREET)FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT BEHIND A GUARD
 AA5962'RAIL, IMMEDIATELY AFTER CROSSING THE BRIDGE OVER THE YAKIMA RIVER. THE
 AA5962'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0070 1993",
 AA5962'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5962'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 21.2 FT
 AA5962'(6.5 M) NORTHEAST OF THE CENTERLINE OF FOURTH STREET, 35.0 FT (10.7 M)
 AA5962'SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE, 74.6 FT (22.7 M) WEST OF
 AA5962'THE NORTHWEST CORNER OF A RED PUMPING STATION, AND 2.0 FT (0.6 M)
 AA5962'SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5963 ***********************************************************************
 AA5963  DESIGNATION -  0071 1993
 AA5963  PID         -  AA5963
 AA5963  STATE/COUNTY-  WA/KITTITAS
 AA5963  USGS QUAD   -  CLE ELUM (1984)
 AA5963
 AA5963                         *CURRENT SURVEY CONTROL
 AA5963  ___________________________________________________________________
 AA5963* NAD 83(1998)-  47 10 47.85066(N)    120 56 09.28296(W)     ADJUSTED  
 AA5963* NAVD 88     -       618.1    (meters)    2028.     (feet)  GPS OBS   
 AA5963  ___________________________________________________________________
 AA5963  X           -  -2,232,871.965 (meters)                     COMP
 AA5963  Y           -  -3,725,555.983 (meters)                     COMP
 AA5963  Z           -   4,655,825.424 (meters)                     COMP
 AA5963  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AA5963  ELLIP HEIGHT-         598.87  (meters)          (07/05/01) GPS OBS
 AA5963  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 AA5963
 AA5963  HORZ ORDER  -  FIRST
 AA5963  ELLP ORDER  -  FOURTH    CLASS II
 AA5963
 AA5963.The horizontal coordinates were established by GPS observations
 AA5963.and adjusted by the National Geodetic Survey in July 2001..
 AA5963.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5963.DATUM ITEM on the data sheet items page.
 AA5963
 AA5963.The orthometric height was determined by GPS observations and a
 AA5963.high-resolution geoid model.
 AA5963
 AA5963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5963
 AA5963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5963
 AA5963.The ellipsoidal height was determined by GPS observations
 AA5963.and is referenced to NAD 83.
 AA5963
 AA5963.The geoid height was determined by GEOID03.
 AA5963
 AA5963;                    North         East     Units Scale Factor Converg.
 AA5963;SPC WA S     -   205,350.002   466,958.974   MT  0.99996852   -0 18 59.9
 AA5963;SPC WA S     -   673,719.13  1,532,014.57   sFT  0.99996852   -0 18 59.9
 AA5963;UTM  10      - 5,227,229.275   656,393.282   MT  0.99990060   +1 30 51.5
 AA5963
 AA5963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5963!SPC WA S     -   0.99990614  x   0.99996852  =   0.99987466
 AA5963!UTM  10      -   0.99990614  x   0.99990060  =   0.99980675
 AA5963
 AA5963                          SUPERSEDED SURVEY CONTROL
 AA5963
 AA5963  NAD 83(1991)-  47 10 47.84909(N)    120 56 09.28394(W) AD(       ) 1
 AA5963  ELLIP H (06/21/95)  599.00   (m)                       GP(       ) 4 2
 AA5963
 AA5963.Superseded values are not recommended for survey control.
 AA5963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5963.See file dsdata.txt to determine how the superseded data were derived.
 AA5963
 AA5963_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5639327229(NAD 83)
 AA5963_MARKER: DD = SURVEY DISK
 AA5963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5963_STAMPING: STN. 0071
 AA5963_MARK LOGO: WA-039
 AA5963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5963+STABILITY: SURFACE MOTION
 AA5963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5963+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5963
 AA5963  HISTORY     - Date     Condition        Report By
 AA5963  HISTORY     - 1993     MONUMENTED       MSI
 AA5963
 AA5963                          STATION DESCRIPTION
 AA5963
 AA5963'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5963'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5963'APPROXIMATELY 1.0 MI (1.6 KM) SOUTH OF THE TOWN OF CLE ELUM. TO REACH
 AA5963'THE STATION FROM THE EXIT 85 OVERPASS ON I-90, PROCEED NORTH ON THE
 AA5963'OVERPASS ROAD FOR 0.3 MI (0.5 KM) TO A T-INTERSECTION.  TURN LEFT AND
 AA5963'PROCEED WEST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH S.R. 970.
 AA5963'TURN LEFT AND PROCEED WEST ON S.R. 970 (FIRST STREET) FOR 2.0 MI,
 AA5963'THROUGH CLE ELUM, TO THE INTERSECTION WITH ROSSETTI STREET.  TURN LEFT
 AA5963'AND PROCEED SOUTH ON ROSSETTI STREET (LATER FOURTH STREET) FOR 0.9 MI
 AA5963'(1.4 KM) TO THE T-INTERSECTION WITH LOWER PEOH POINT ROAD. TURN LEFT
 AA5963'AND PROCEED EAST ON LOWER PEOH POINT ROAD FOR 0.55 MI (0.89 KM) TO THE
 AA5963'INTERSECTION WITH UPPER PEOH POINT ROAD ON THE RIGHT.  TURN RIGHT AND
 AA5963'PROCEED SOUTH ON UPPER PEOH POINT ROAD FOR 0.3 MI (0.5 KM) TO THE
 AA5963'STATION ON THE LEFT. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK
 AA5963'STAMPED "STN. 0071 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT
 AA5963'WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 AA5963'LEVEL. THE DISK IS LOCATED 27.9 FT (8.5 M) NORTHEAST OF THE CENTERLINE
 AA5963'OF UPPER PEOH POINT ROAD, 5.5 FT (1.7 M) SOUTHWEST OF THE CENTER OF
 AA5963'THE SOUTHWEST SIDE OF A CONCRETE CULVERT, 76.0 FT (23.2 M)
 AA5963'NORTH-NORTHWEST OF POWER POLE NO. 340, AND 2.0 FT (0.6 M) SOUTH OF AN
 AA5963'ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5964 ***********************************************************************
 AA5964  DESIGNATION -  0072 1993
 AA5964  PID         -  AA5964
 AA5964  STATE/COUNTY-  WA/KITTITAS
 AA5964  USGS QUAD   -  CLE ELUM (1984)
 AA5964
 AA5964                         *CURRENT SURVEY CONTROL
 AA5964  ___________________________________________________________________
 AA5964* NAD 83(1998)-  47 09 38.66188(N)    120 55 17.20318(W)     ADJUSTED  
 AA5964* NAVD 88     -       658.8    (meters)    2161.     (feet)  GPS OBS   
 AA5964  ___________________________________________________________________
 AA5964  X           -  -2,232,750.723 (meters)                     COMP
 AA5964  Y           -  -3,727,487.753 (meters)                     COMP
 AA5964  Z           -   4,654,402.543 (meters)                     COMP
 AA5964  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 AA5964  ELLIP HEIGHT-         639.52  (meters)          (07/05/01) GPS OBS
 AA5964  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 AA5964
 AA5964  HORZ ORDER  -  FIRST
 AA5964  ELLP ORDER  -  FOURTH    CLASS II
 AA5964
 AA5964.The horizontal coordinates were established by GPS observations
 AA5964.and adjusted by the National Geodetic Survey in July 2001..
 AA5964.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5964.DATUM ITEM on the data sheet items page.
 AA5964
 AA5964.The orthometric height was determined by GPS observations and a
 AA5964.high-resolution geoid model.
 AA5964
 AA5964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5964
 AA5964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5964
 AA5964.The ellipsoidal height was determined by GPS observations
 AA5964.and is referenced to NAD 83.
 AA5964
 AA5964.The geoid height was determined by GEOID03.
 AA5964
 AA5964;                    North         East     Units Scale Factor Converg.
 AA5964;SPC WA S     -   203,207.476   468,044.080   MT  0.99996509   -0 18 22.1
 AA5964;SPC WA S     -   666,689.86  1,535,574.62   sFT  0.99996509   -0 18 22.1
 AA5964;UTM  10      - 5,225,122.644   657,546.208   MT  0.99990505   +1 31 28.0
 AA5964
 AA5964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5964!SPC WA S     -   0.99989977  x   0.99996509  =   0.99986486
 AA5964!UTM  10      -   0.99989977  x   0.99990505  =   0.99980483
 AA5964
 AA5964                          SUPERSEDED SURVEY CONTROL
 AA5964
 AA5964  NAD 83(1991)-  47 09 38.66031(N)    120 55 17.20414(W) AD(       ) 1
 AA5964  ELLIP H (06/21/95)  639.65   (m)                       GP(       ) 4 2
 AA5964
 AA5964.Superseded values are not recommended for survey control.
 AA5964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5964.See file dsdata.txt to determine how the superseded data were derived.
 AA5964
 AA5964_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5754625123(NAD 83)
 AA5964_MARKER: DD = SURVEY DISK
 AA5964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5964_STAMPING: STN. 0072 1993
 AA5964_MARK LOGO: WA-039
 AA5964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5964+STABILITY: SURFACE MOTION
 AA5964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5964+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5964
 AA5964  HISTORY     - Date     Condition        Report By
 AA5964  HISTORY     - 1993     MONUMENTED       MSI
 AA5964
 AA5964                          STATION DESCRIPTION
 AA5964
 AA5964'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5964'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5964'APPROXIMATELY 2.4 MI (3.9 KM) SOUTH OF THE TOWN OF CLE ELUM. TO REACH
 AA5964'THE STATION FROM THE EXIT 85 OVERPASS ON I-90, PROCEED NORTH ON THE
 AA5964'OVERPASS ROAD FOR 0.3 MI (0.5 KM) TO A T-INTERSECTION.  TURN LEFT AND
 AA5964'PROCEED WEST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH S.R. 970.
 AA5964'TURN LEFT AND PROCCED WEST ON S.R. 970 (FIRST STREET) FOR 2.0 MI,
 AA5964'PASSING THROUGH CLE ELUM,  TO THE INTERSECTION WITH ROSSETTI STREET.
 AA5964'TURN LEFT AND PROCEED SOUTH ON ROSSETTI STREET (LATER FOURTH STREET)
 AA5964'FOR 0.9 MI (1.4 KM) TO THE T-INTERSECTION WITH LOWER PEOH POINT ROAD.
 AA5964'TURN LEFT AND PROCEED EAST ON LOWER PEOH POINT ROAD FOR 0.55 MI (0.89
 AA5964'KM) TO THE INTERSECTION WITH UPPER PEOH POINT ROAD ON THE RIGHT.  TURN
 AA5964'RIGHT AND PROCEED SOUTH ON UPPER PEOH POINT ROAD FOR 2.2 MI (3.5 KM)
 AA5964'TO THE STATION ON THE RIGHT. THE STATION IS A COUNTY OF KITTITAS
 AA5964'SURVEY DISK STAMPED "STN. 0072 1993", AND SET IN THE TOP OF A CONCRETE
 AA5964'MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 AA5964'GROUND LEVEL. THE DISK IS LOCATED 29.0 FT (8.8 M) SOUTH OF THE
 AA5964'CENTERLINE OF UPPER PEOH POINT ROAD, 3.2 FT (1.0 M) NORTH OF A FENCE
 AA5964'LINE, 18.8 FT (5.7 M) SOUTH-SOUTHWEST OF THE WEST END OF THE TOP OF A
 AA5964'CULVERT, 119.6 FT (36.5 M) EAST-SOUTHEAST OF POWER POLE NO. 71DFP440,
 AA5964'AND 2.0 FT (0.6 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5965 ***********************************************************************
 AA5965  DESIGNATION -  0073 1993
 AA5965  PID         -  AA5965
 AA5965  STATE/COUNTY-  WA/KITTITAS
 AA5965  USGS QUAD   -  CLE ELUM (1984)
 AA5965
 AA5965                         *CURRENT SURVEY CONTROL
 AA5965  ___________________________________________________________________
 AA5965* NAD 83(1998)-  47 10 23.41238(N)    120 53 22.89288(W)     ADJUSTED  
 AA5965* NAVD 88     -       590.2    (meters)    1936.     (feet)  GPS OBS   
 AA5965  ___________________________________________________________________
 AA5965  X           -  -2,230,140.343 (meters)                     COMP
 AA5965  Y           -  -3,727,814.735 (meters)                     COMP
 AA5965  Z           -   4,655,291.864 (meters)                     COMP
 AA5965  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AA5965  ELLIP HEIGHT-         570.90  (meters)          (07/05/01) GPS OBS
 AA5965  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 AA5965
 AA5965  HORZ ORDER  -  FIRST
 AA5965  ELLP ORDER  -  FOURTH    CLASS II
 AA5965
 AA5965.The horizontal coordinates were established by GPS observations
 AA5965.and adjusted by the National Geodetic Survey in July 2001..
 AA5965.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5965.DATUM ITEM on the data sheet items page.
 AA5965
 AA5965.The orthometric height was determined by GPS observations and a
 AA5965.high-resolution geoid model.
 AA5965
 AA5965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5965
 AA5965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5965
 AA5965.The ellipsoidal height was determined by GPS observations
 AA5965.and is referenced to NAD 83.
 AA5965
 AA5965.The geoid height was determined by GEOID03.
 AA5965
 AA5965;                    North         East     Units Scale Factor Converg.
 AA5965;SPC WA S     -   204,577.004   470,458.534   MT  0.99996730   -0 16 59.1
 AA5965;SPC WA S     -   671,183.05  1,543,496.04   sFT  0.99996730   -0 16 59.1
 AA5965;UTM  10      - 5,226,568.530   659,915.541   MT  0.99991430   +1 32 53.0
 AA5965
 AA5965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5965!SPC WA S     -   0.99991052  x   0.99996730  =   0.99987782
 AA5965!UTM  10      -   0.99991052  x   0.99991430  =   0.99982483
 AA5965
 AA5965                          SUPERSEDED SURVEY CONTROL
 AA5965
 AA5965  NAD 83(1991)-  47 10 23.41087(N)    120 53 22.89374(W) AD(       ) 1
 AA5965  ELLIP H (06/21/95)  571.03   (m)                       GP(       ) 4 2
 AA5965
 AA5965.Superseded values are not recommended for survey control.
 AA5965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5965.See file dsdata.txt to determine how the superseded data were derived.
 AA5965
 AA5965_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5991626569(NAD 83)
 AA5965_MARKER: DD = SURVEY DISK
 AA5965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5965_STAMPING: STN. 0073 1993
 AA5965_MARK LOGO: WA-039
 AA5965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5965+STABILITY: SURFACE MOTION
 AA5965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5965+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5965
 AA5965  HISTORY     - Date     Condition        Report By
 AA5965  HISTORY     - 1993     MONUMENTED       MSI
 AA5965
 AA5965                          STATION DESCRIPTION
 AA5965
 AA5965'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5965'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5965'APPROXIMATELY 2.5 MI (4.0 KM) SOUTHEAST OF THE TOWN OF CLE ELUM. TO
 AA5965'REACH THE STATION FROM THE EXIT 85 OVERPASS ON I-90, PROCEED NORTH ON
 AA5965'THE OVERPASS ROAD FOR 0.3 MI (0.5 KM) TO A T-INTERSECTION. TURN LEFT
 AA5965'AND PROCEED WEST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH S.R.
 AA5965'970. TURN LEFT AND PROCEED WEST ON S.R. 970 (FIRST STREET) FOR 2.0 MI,
 AA5965'PASSING THROUGH CLE ELUM, TO THE INTERSECTION WITH ROSSETTI STREET.
 AA5965'TURN LEFT AND PROCEED SOUTH ON ROSSETTI STREET (LATER FOURTH
 AA5965'STREET)FOR 0.9 MI (1.4 KM) TO THE T-INTERSECTION WITH LOWER PEOH POINT
 AA5965'ROAD. TURN LEFT AND PROCEED EAST ON LOWER PEOH POINT ROAD FOR 2.8 MI
 AA5965'(4.5 KM) TO THE INTERSECTION WITH WATSON CUTOFF ROAD ON THE RIGHT.
 AA5965'TURN RIGHT AND PROCEED SOUTH ON WATSON CUTOFF ROAD FOR 0.1 MI (0.2 KM)
 AA5965'TO THE STATION ON THE LEFT. THE STATION IS A COUNTY OF KITTITAS SURVEY
 AA5965'DISK STAMPED "STN. 0073 1993", AND SET IN THE TOP OF A CONCRETE
 AA5965'MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 AA5965'GROUND LEVEL. THE DISK IS LOCATED 3.6 FT (1.1 M) SOUTHWEST OF A
 AA5965'FENCELINE, 31.2 FT (9.5 M) NORTHEAST OF THE CENTERLINE OF WATSON
 AA5965'CUTOFF ROAD, 93.0 FT (28.3 M) EAST-SOUTHEAST OF POWER POLE NO.
 AA5965'S63YCP50, AND 2.0 FT (0.6 M) NORTH OF AN ORANGE CARSONITE WITNESS
 AA5965'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5966 ***********************************************************************
 AA5966  DESIGNATION -  0074 1993
 AA5966  PID         -  AA5966
 AA5966  STATE/COUNTY-  WA/KITTITAS
 AA5966  USGS QUAD   -  TEANAWAY (1985)
 AA5966
 AA5966                         *CURRENT SURVEY CONTROL
 AA5966  ___________________________________________________________________
 AA5966* NAD 83(1998)-  47 08 35.52389(N)    120 52 33.18974(W)     ADJUSTED  
 AA5966* NAVD 88     -       807.7    (meters)    2650.     (feet)  GPS OBS   
 AA5966  ___________________________________________________________________
 AA5966  X           -  -2,230,571.692 (meters)                     COMP
 AA5966  Y           -  -3,730,575.902 (meters)                     COMP
 AA5966  Z           -   4,653,185.535 (meters)                     COMP
 AA5966  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 AA5966  ELLIP HEIGHT-         788.35  (meters)          (07/05/01) GPS OBS
 AA5966  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 AA5966
 AA5966  HORZ ORDER  -  FIRST
 AA5966  ELLP ORDER  -  FOURTH    CLASS II
 AA5966
 AA5966.The horizontal coordinates were established by GPS observations
 AA5966.and adjusted by the National Geodetic Survey in July 2001..
 AA5966.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5966.DATUM ITEM on the data sheet items page.
 AA5966
 AA5966.The orthometric height was determined by GPS observations and a
 AA5966.high-resolution geoid model.
 AA5966
 AA5966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5966
 AA5966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5966
 AA5966.The ellipsoidal height was determined by GPS observations
 AA5966.and is referenced to NAD 83.
 AA5966
 AA5966.The geoid height was determined by GEOID03.
 AA5966
 AA5966;                    North         East     Units Scale Factor Converg.
 AA5966;SPC WA S     -   201,240.306   471,489.275   MT  0.99996205   -0 16 23.0
 AA5966;SPC WA S     -   660,235.90  1,546,877.73   sFT  0.99996205   -0 16 23.0
 AA5966;UTM  10      - 5,223,266.625   661,052.302   MT  0.99991879   +1 33 26.7
 AA5966
 AA5966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5966!SPC WA S     -   0.99987644  x   0.99996205  =   0.99983850
 AA5966!UTM  10      -   0.99987644  x   0.99991879  =   0.99979524
 AA5966
 AA5966                          SUPERSEDED SURVEY CONTROL
 AA5966
 AA5966  NAD 83(1991)-  47 08 35.52237(N)    120 52 33.19056(W) AD(       ) 1
 AA5966  ELLIP H (06/21/95)  788.48   (m)                       GP(       ) 4 2
 AA5966
 AA5966.Superseded values are not recommended for survey control.
 AA5966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5966.See file dsdata.txt to determine how the superseded data were derived.
 AA5966
 AA5966_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6105223267(NAD 83)
 AA5966_MARKER: DD = SURVEY DISK
 AA5966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5966_STAMPING: STN. 0074 1993
 AA5966_MARK LOGO: WA-039
 AA5966_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5966+STABILITY: SURFACE MOTION
 AA5966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5966+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5966
 AA5966  HISTORY     - Date     Condition        Report By
 AA5966  HISTORY     - 1993     MONUMENTED       MSI
 AA5966
 AA5966                          STATION DESCRIPTION
 AA5966
 AA5966'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5966'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5966'APPROXIMATELY 4.0 MI (6.4 KM) SOUTHEAST OF THE TOWN OF CLE ELUM. TO
 AA5966'REACH THE STATION FROM THE EXIT 85 OVERPASS ON I-90, PROCEED NORTH ON
 AA5966'THE OVERPASS ROAD FOR 0.3 MI (0.5 KM) TO A T-INTERSECTION.  TURN LEFT
 AA5966'AND PROCEED WEST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH S.R.
 AA5966'970.  TURN LEFT AND PROCEED WEST ON S.R. 970 (FIRST STREET) FOR 2.0
 AA5966'MI, PASSING THROUGH CLE ELUM, TO THE INTERSECTION WITH ROSSETTI
 AA5966'STREET. TURN LEFT AND PROCEED SOUTH ON ROSSETTI STREET (LETER FOURTH
 AA5966'STREET) FOR 0.9 MI (1.4 KM) TO THE T-INTERSECTION WITH LOWER PEOH
 AA5966'POINT ROAD.  TURN LEFT AND PROCEED EAST ON LOWER PEOH POINT ROAD FOR
 AA5966'2.8 MI (4.5 KM) TO THE INTERSECTION WITH WATSON CUTOFF ROAD ON THE
 AA5966'RIGHT. TURN RIGHT AND PROCEED SOUTH ON WATSON CUTOFF ROAD FOR 1.1 MI
 AA5966'(1.8 KM) TO THE T-INTERSECTION WITH UPPER PEOH POINT ROAD. TURN LEFT
 AA5966'AND PROCEED EAST ON UPPER PEOH POINT ROAD FOR 0.9 MI (1.4 KM) TO THE
 AA5966'INTERSECTION WITH CASASSA ROAD ON THE RIGHT. TURN RIGHT AND PROCEED
 AA5966'SOUTH ON CASSACA ROAD FOR 1.3 MI (2.1 KM) TO A T-INTERSECTION WITH SKY
 AA5966'MEADOWS ROAD.  TURN LEFT AND PROCEED EAST FOR APPROXIMATELY 200 FT
 AA5966'(61.0 M) TO THE STATION ON THE RIGHT, WITHIN THE YARD OF THE LODGE
 AA5966'OWNED BY MR. RON WELCH. THE STATION IS A COUNTY OF KITTITAS SURVEY
 AA5966'DISK STAMPED "STN. 0074 1993", AND SET IN THE TOP OF A CONCRETE
 AA5966'MONUMENT WHICH HAS A 10 INCH DIAMETER AND FLUSH WITH THE GROUND LEVEL.
 AA5966'THE DISK IS LOCATED 27.0 FT (8.2 M) NORTH OF THE CENTERLINE OF SKY
 AA5966'MEADOWS ROAD, 4.5 FT (1.4 M) NORTH OF THE FENCE LINE, 35.0 FT (10.7 M)
 AA5966'NORTHWEST OF THE WEST POST OF THE ENTRANCE TO THE WALKWAY, 45.0 FT
 AA5966'(13.7 M) SOUTH OF THE SOUTHWEST CORNER OF THE LODGE, AND 37.6 FT (11.5
 AA5966'M) EAST OF THE CENTER OF POWER BOX NO. 25 AA9154.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5967 ***********************************************************************
 AA5967  DESIGNATION -  0075 1993
 AA5967  PID         -  AA5967
 AA5967  STATE/COUNTY-  WA/KITTITAS
 AA5967  USGS QUAD   -  TEANAWAY (1985)
 AA5967
 AA5967                         *CURRENT SURVEY CONTROL
 AA5967  ___________________________________________________________________
 AA5967* NAD 83(1998)-  47 10 29.67858(N)    120 49 52.79462(W)     ADJUSTED  
 AA5967* NAVD 88     -       560.1    (meters)    1838.     (feet)  GPS OBS   
 AA5967  ___________________________________________________________________
 AA5967  X           -  -2,226,258.838 (meters)                     COMP
 AA5967  Y           -  -3,729,944.905 (meters)                     COMP
 AA5967  Z           -   4,655,401.299 (meters)                     COMP
 AA5967  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AA5967  ELLIP HEIGHT-         540.74  (meters)          (07/05/01) GPS OBS
 AA5967  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 AA5967
 AA5967  HORZ ORDER  -  FIRST
 AA5967  ELLP ORDER  -  FOURTH    CLASS II
 AA5967
 AA5967.The horizontal coordinates were established by GPS observations
 AA5967.and adjusted by the National Geodetic Survey in July 2001..
 AA5967.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5967.DATUM ITEM on the data sheet items page.
 AA5967
 AA5967.The orthometric height was determined by GPS observations and a
 AA5967.high-resolution geoid model.
 AA5967
 AA5967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5967
 AA5967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5967
 AA5967.The ellipsoidal height was determined by GPS observations
 AA5967.and is referenced to NAD 83.
 AA5967
 AA5967.The geoid height was determined by GEOID03.
 AA5967
 AA5967;                    North         East     Units Scale Factor Converg.
 AA5967;SPC WA S     -   204,750.287   474,883.470   MT  0.99996761   -0 14 26.4
 AA5967;SPC WA S     -   671,751.57  1,558,013.52   sFT  0.99996761   -0 14 26.4
 AA5967;UTM  10      - 5,226,883.121   664,332.483   MT  0.99993190   +1 35 27.3
 AA5967
 AA5967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5967!SPC WA S     -   0.99991525  x   0.99996761  =   0.99988286
 AA5967!UTM  10      -   0.99991525  x   0.99993190  =   0.99984715
 AA5967
 AA5967                          SUPERSEDED SURVEY CONTROL
 AA5967
 AA5967  NAD 83(1991)-  47 10 29.67708(N)    120 49 52.79534(W) AD(       ) 1
 AA5967  ELLIP H (06/21/95)  540.87   (m)                       GP(       ) 4 2
 AA5967
 AA5967.Superseded values are not recommended for survey control.
 AA5967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5967.See file dsdata.txt to determine how the superseded data were derived.
 AA5967
 AA5967_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6433226883(NAD 83)
 AA5967_MARKER: DD = SURVEY DISK
 AA5967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5967_STAMPING: STN. 0075 1993
 AA5967_MARK LOGO: WA-039
 AA5967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5967+STABILITY: SURFACE MOTION
 AA5967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5967+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5967
 AA5967  HISTORY     - Date     Condition        Report By
 AA5967  HISTORY     - 1993     MONUMENTED       MSI
 AA5967
 AA5967                          STATION DESCRIPTION
 AA5967
 AA5967'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5967'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5967'APPROXIMATELY 3.5 MI (5.6 KM) EAST OF THE TOWN OF CLE ELUM. TO REACH
 AA5967'THE STATION FROM THE EXIT 85 OVERPASS ON I-90, PROCEED NORTH ON THE
 AA5967'OVERPASS ROAD FOR 0.3 MI (0.5 KM) TO A T-INTERSECTION.  TURN RIGHT AND
 AA5967'PROCEED EAST FOR 0.1 MI (0.2 KM) ON THE ENTRANCE RAMP TO S.R. 970.
 AA5967'CONTINUE EAST ON S.R. 970 FOR 2.4 MI (3.9 KM) TO THE Y-INTERSECTION
 AA5967'WITH LAMBERT ROAD. BEAR RIGHT AND PROCEED EAST ON LAMBERT ROAD FOR 0.6
 AA5967'MI (1.0 KM) TO THE INTERSECTION WITH SEATON ROAD ON THE LEFT. PROCEED
 AA5967'STRAIGHT AHEAD FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT. THE
 AA5967'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0075 1993",
 AA5967'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5967'AND PROJECTS 1 INCH ABOVE GROUND LEVEL. THE DISK IS LOCATED 25.0 FT
 AA5967'(7.6 M) NORTH OF THE CENTERLINE OF LAMBERT ROAD, 5.5 FT (1.7 M) SOUTH
 AA5967'OF THE FENCE LINE, 249 FT (75.9 M) EAST OF THE SOUTH POLE OF
 AA5967'TRANSMISSION TOWER NO. 561, ALSO 1-70, AND 2.0 FT (0.6 M) WEST OF AN
 AA5967'ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5968 ***********************************************************************
 AA5968  DESIGNATION -  0076 1993
 AA5968  PID         -  AA5968
 AA5968  STATE/COUNTY-  WA/KITTITAS
 AA5968  USGS QUAD   -  CLE ELUM (1984)
 AA5968
 AA5968                         *CURRENT SURVEY CONTROL
 AA5968  ___________________________________________________________________
 AA5968* NAD 83(1998)-  47 11 38.89635(N)    120 52 50.74664(W)     ADJUSTED  
 AA5968* NAVD 88     -       590.3    (meters)    1937.     (feet)  GPS OBS   
 AA5968  ___________________________________________________________________
 AA5968  X           -  -2,228,681.674 (meters)                     COMP
 AA5968  Y           -  -3,726,694.667 (meters)                     COMP
 AA5968  Z           -   4,656,876.414 (meters)                     COMP
 AA5968  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AA5968  ELLIP HEIGHT-         571.02  (meters)          (07/05/01) GPS OBS
 AA5968  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 AA5968
 AA5968  HORZ ORDER  -  FIRST
 AA5968  ELLP ORDER  -  FOURTH    CLASS II
 AA5968
 AA5968.The horizontal coordinates were established by GPS observations
 AA5968.and adjusted by the National Geodetic Survey in July 2001..
 AA5968.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5968.DATUM ITEM on the data sheet items page.
 AA5968
 AA5968.The orthometric height was determined by GPS observations and a
 AA5968.high-resolution geoid model.
 AA5968
 AA5968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5968
 AA5968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5968
 AA5968.The ellipsoidal height was determined by GPS observations
 AA5968.and is referenced to NAD 83.
 AA5968
 AA5968.The geoid height was determined by GEOID03.
 AA5968
 AA5968;                    North         East     Units Scale Factor Converg.
 AA5968;SPC WA S     -   206,904.679   471,146.702   MT  0.99997113   -0 16 35.7
 AA5968;SPC WA S     -   678,819.77  1,545,753.80   sFT  0.99997113   -0 16 35.7
 AA5968;UTM  10      - 5,228,916.883   660,528.935   MT  0.99991671   +1 33 18.5
 AA5968
 AA5968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5968!SPC WA S     -   0.99991050  x   0.99997113  =   0.99988164
 AA5968!UTM  10      -   0.99991050  x   0.99991671  =   0.99982722
 AA5968
 AA5968                          SUPERSEDED SURVEY CONTROL
 AA5968
 AA5968  NAD 83(1991)-  47 11 38.89487(N)    120 52 50.74754(W) AD(       ) 1
 AA5968  ELLIP H (06/21/95)  571.15   (m)                       GP(       ) 4 2
 AA5968
 AA5968.Superseded values are not recommended for survey control.
 AA5968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5968.See file dsdata.txt to determine how the superseded data were derived.
 AA5968
 AA5968_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6052928917(NAD 83)
 AA5968_MARKER: DD = SURVEY DISK
 AA5968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5968_STAMPING: STN. 0076 1993
 AA5968_MARK LOGO: WA-039
 AA5968_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5968+STABILITY: SURFACE MOTION
 AA5968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5968+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5968
 AA5968  HISTORY     - Date     Condition        Report By
 AA5968  HISTORY     - 1993     MONUMENTED       MSI
 AA5968
 AA5968                          STATION DESCRIPTION
 AA5968
 AA5968'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5968'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5968'APPROXIMATELY 2.0 MI (3.2 KM) EAST OF THE TOWN OF CLE ELUM, AND AT THE
 AA5968'CLE ELUM MUNICIPIAL AIRPORT. TO REACH THE STATION FROM THE EXIT 85
 AA5968'OVERPASS ON I-90, PROCEED NORTH ON THE OVERPASS ROAD FOR 0.3 MI (0.5
 AA5968'KM) TO A T-INTERSECTION.  TURN LEFT AND PROCEED WEST FOR 0.1 MI (0.2
 AA5968'KM) TO THE INTERSECTION WITH S.R. 970. TURN LEFT AND PROCEED WEST ON
 AA5968'S.R. 970 (FIRST STREET) FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH
 AA5968'AIRPORT ROAD ON THE RIGHT. TURN RIGHT AND PROCEED EAST ON AIRPORT ROAD
 AA5968'FOR 1.3 MI (2.1 KM) TO THE ENTRANCE TO CLE ELUM MUNICIPIAL AIRPORT ON
 AA5968'THE LEFT. TURN LEFT AND PROCEED NORTH THROUGH THE MAIN ENTRANCE GATES.
 AA5968'BEAR RIGHT AND CONTINUE EAST FOLLOWING THE RUNWAY FOR APPROXIMATELY
 AA5968'0.2 MI, TO THE STATION ON THE SOUTH SIDE OF THE RUNWAY. THE STATION IS
 AA5968'A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0076 1993", AND SET IN
 AA5968'THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND
 AA5968'PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 8.0 FT (2.4
 AA5968'M) SOUTH OF AN APPROACH SYSTEMS SENSOR BOX, 72.0 FT (21.9 M) SOUTH OF
 AA5968'THE CENTERLINE OF THE RUNWAY, 51.0 FT (15.5 M) SOUTHEAST OF A CULVERT,
 AA5968'AND 2.0 FT (0.6 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5969 ***********************************************************************
 AA5969  DESIGNATION -  0077 1993
 AA5969  PID         -  AA5969
 AA5969  STATE/COUNTY-  WA/KITTITAS
 AA5969  USGS QUAD   -  RED TOP MOUNTAIN (1989)
 AA5969
 AA5969                         *CURRENT SURVEY CONTROL
 AA5969  ___________________________________________________________________
 AA5969* NAD 83(1998)-  47 15 14.98618(N)    120 52 11.78642(W)     ADJUSTED  
 AA5969* NAVD 88     -       668.8    (meters)    2194.     (feet)  GPS OBS   
 AA5969  ___________________________________________________________________
 AA5969  X           -  -2,225,491.632 (meters)                     COMP
 AA5969  Y           -  -3,722,956.665 (meters)                     COMP
 AA5969  Z           -   4,661,466.665 (meters)                     COMP
 AA5969  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 AA5969  ELLIP HEIGHT-         649.73  (meters)          (07/05/01) GPS OBS
 AA5969  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 AA5969
 AA5969  HORZ ORDER  -  FIRST
 AA5969  ELLP ORDER  -  FOURTH    CLASS II
 AA5969
 AA5969.The horizontal coordinates were established by GPS observations
 AA5969.and adjusted by the National Geodetic Survey in July 2001..
 AA5969.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5969.DATUM ITEM on the data sheet items page.
 AA5969
 AA5969.The orthometric height was determined by GPS observations and a
 AA5969.high-resolution geoid model.
 AA5969
 AA5969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5969
 AA5969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5969
 AA5969.The ellipsoidal height was determined by GPS observations
 AA5969.and is referenced to NAD 83.
 AA5969
 AA5969.The geoid height was determined by GEOID03.
 AA5969
 AA5969;                    North         East     Units Scale Factor Converg.
 AA5969;SPC WA S     -   213,573.836   471,998.080   MT  0.99998285   -0 16 07.4
 AA5969;SPC WA S     -   700,700.16  1,548,547.03   sFT  0.99998285   -0 16 07.4
 AA5969;UTM  10      - 5,235,609.460   661,166.574   MT  0.99991923   +1 33 52.5
 AA5969
 AA5969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5969!SPC WA S     -   0.99989817  x   0.99998285  =   0.99988102
 AA5969!UTM  10      -   0.99989817  x   0.99991923  =   0.99981741
 AA5969
 AA5969                          SUPERSEDED SURVEY CONTROL
 AA5969
 AA5969  NAD 83(1991)-  47 15 14.98468(N)    120 52 11.78732(W) AD(       ) 1
 AA5969  ELLIP H (06/21/95)  649.87   (m)                       GP(       ) 4 2
 AA5969
 AA5969.Superseded values are not recommended for survey control.
 AA5969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5969.See file dsdata.txt to determine how the superseded data were derived.
 AA5969
 AA5969_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6116735609(NAD 83)
 AA5969_MARKER: DD = SURVEY DISK
 AA5969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5969_STAMPING: STN. 0077 1993
 AA5969_MARK LOGO: WA-039
 AA5969_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5969+STABILITY: SURFACE MOTION
 AA5969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5969+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5969
 AA5969  HISTORY     - Date     Condition        Report By
 AA5969  HISTORY     - 1993     MONUMENTED       MSI
 AA5969
 AA5969                          STATION DESCRIPTION
 AA5969
 AA5969'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5969'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5969'APPROXIMATELY 5.0 MI (8.0 KM) NORTHEAST OF THE TOWN OF CLE ELUM. TO
 AA5969'REACH THE STATION FROM THE EXIT 85 OVERPASS ON I-90, PROCEED NORTH ON
 AA5969'THE OVERPASS ROAD FOR 0.3 MI (0.5 KM) TO A T-INTERSECTION.  TURN RIGHT
 AA5969'AND PROCEED EAST ON THE ENTRANCE RAMP TO S.R. 970 FOR 0.15 MI (0.24
 AA5969'KM) TO THE INTERSECTION WITH S.R. 970. CONTINUE EAST ON S.R. 970 FOR
 AA5969'2.1 MI (3.4 KM) TO A Y-INTERSECTION WITH S.R. 10.  BEAR LEFT AND
 AA5969'CONTINUE EAST ON S.R. 970 FOR 4.2 MI (6.8 KM) TO THE INTERSECTION WITH
 AA5969'TEANAWAY ROAD ON THE LEFT. TURN LEFT AND PROCEED 6.7 MI (10.8 KM)
 AA5969'NORTH AND WEST ON TEANAWAY ROAD TO THE STATION ON THE LEFT, OPPOSITE
 AA5969'THE "TEANAWAY MERCANTILE" STORE. (NOTE - THE STATION IS 0.6 MI (1.0
 AA5969'KM) SOUTH OF THE INTERSECTION OF TEANAWAY ROAD WITH NORTH FORK
 AA5969'TEANAWAY AND WEST FORK TEANAWAY ROADS). THE STATION IS A COUNTY OF
 AA5969'KITTITAS SURVEY DISK STAMPED "STN. 0077 1993", AND SET IN THE TOP OF A
 AA5969'CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES
 AA5969'ABOVE GROUND LEVEL. THE DISK IS LOCATED 23.2 FT (7.1 M) SOUTH OF THE
 AA5969'CENTERLINE OF TEANWAY ROAD, 81.0 FT (24.7 M) SOUTHEAST OF THE EAST END
 AA5969'OF A CONCRETE CULVERT, 80.0 FT (24.4 M) SOUTHWEST OF THE SOUTHERNMOST
 AA5969'POST OF A SIGN READING "TEANAWAY MERCANTILE", AND 2.0 FT (0.6 M) NORTH
 AA5969'OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5970 ***********************************************************************
 AA5970  DESIGNATION -  0078 1993
 AA5970  PID         -  AA5970
 AA5970  STATE/COUNTY-  WA/KITTITAS
 AA5970  USGS QUAD   -  TEANAWAY BUTTE (1989)
 AA5970
 AA5970                         *CURRENT SURVEY CONTROL
 AA5970  ___________________________________________________________________
 AA5970* NAD 83(1998)-  47 16 24.35327(N)    120 53 00.77338(W)     ADJUSTED  
 AA5970* NAVD 88     -       699.9    (meters)    2296.     (feet)  GPS OBS   
 AA5970  ___________________________________________________________________
 AA5970  X           -  -2,225,578.912 (meters)                     COMP
 AA5970  Y           -  -3,721,095.720 (meters)                     COMP
 AA5970  Z           -   4,662,943.494 (meters)                     COMP
 AA5970  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 AA5970  ELLIP HEIGHT-         680.94  (meters)          (07/05/01) GPS OBS
 AA5970  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 AA5970
 AA5970  HORZ ORDER  -  FIRST
 AA5970  ELLP ORDER  -  FOURTH    CLASS II
 AA5970
 AA5970.The horizontal coordinates were established by GPS observations
 AA5970.and adjusted by the National Geodetic Survey in July 2001..
 AA5970.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5970.DATUM ITEM on the data sheet items page.
 AA5970
 AA5970.The orthometric height was determined by GPS observations and a
 AA5970.high-resolution geoid model.
 AA5970
 AA5970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5970
 AA5970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5970
 AA5970.The ellipsoidal height was determined by GPS observations
 AA5970.and is referenced to NAD 83.
 AA5970
 AA5970.The geoid height was determined by GEOID03.
 AA5970
 AA5970;                    North         East     Units Scale Factor Converg.
 AA5970;SPC WA S     -   215,720.907   470,978.513   MT  0.99998685   -0 16 43.0
 AA5970;SPC WA S     -   707,744.34  1,545,202.00   sFT  0.99998685   -0 16 43.0
 AA5970;UTM  10      - 5,237,722.668   660,078.906   MT  0.99991493   +1 33 18.3
 AA5970
 AA5970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5970!SPC WA S     -   0.99989328  x   0.99998685  =   0.99988013
 AA5970!UTM  10      -   0.99989328  x   0.99991493  =   0.99980822
 AA5970
 AA5970                          SUPERSEDED SURVEY CONTROL
 AA5970
 AA5970  NAD 83(1991)-  47 16 24.35177(N)    120 53 00.77431(W) AD(       ) 1
 AA5970  ELLIP H (06/21/95)  681.08   (m)                       GP(       ) 4 2
 AA5970
 AA5970.Superseded values are not recommended for survey control.
 AA5970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5970.See file dsdata.txt to determine how the superseded data were derived.
 AA5970
 AA5970_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6007937723(NAD 83)
 AA5970_MARKER: DD = SURVEY DISK
 AA5970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5970_STAMPING: STN. 0078 1993
 AA5970_MARK LOGO: WA-039
 AA5970_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5970+STABILITY: SURFACE MOTION
 AA5970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5970+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5970
 AA5970  HISTORY     - Date     Condition        Report By
 AA5970  HISTORY     - 1993     MONUMENTED       MSI
 AA5970
 AA5970                          STATION DESCRIPTION
 AA5970
 AA5970'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5970'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5970'APPROXIMATELY 6.0 MI (9.7 KM) NORTHEAST OF THE TOWN OF CLE ELUM. TO
 AA5970'REACH THE STATION FROM THE EXIT 85 OVERPASS ON I-90, PROCEED NORTH ON
 AA5970'THE OVERPASS ROAD FOR 0.3 MI (0.5 KM) TO A T-INTERSECTION.  TURN RIGHT
 AA5970'AND PROCEED EAST ON THE ENTRANCE RAMP TO S.R. 970 FOR 0.15 MI (0.24
 AA5970'KM) TO THE INTERSECTION WITH S.R. 970. CONTINUE EAST ON S.R. 970 FOR
 AA5970'2.1 MI (3.4 KM) TO A Y-INTERSECTION WITH S.R. 10.  BEAR LEFT AND
 AA5970'CONTINUE EAST ON S.R. 970 FOR 4.2 MI (6.8 KM) TO THE INTERSECTION WITH
 AA5970'TEANAWAY ROAD ON THE LEFT.  TURN LEFT AND PROCEED NORTH AND WEST ON
 AA5970'TEANWAY ROAD FOR 7.3 MI (11.7 KM) TO THE INTERSECTION WITH WEST FORK
 AA5970'TEANAWAY ROAD AND NORTH FORK TEANAWAY ROAD. CONTINUE NORTH ON NORTH
 AA5970'FORK TEANWAY ROAD FOR 1.2 MI (1.9 KM) TO THE STATION ON THE RIGHT, IN
 AA5970'FRONT OF THE BUIDLING FOR STATION NO. 5 OF THE KITTITAS COUNTY FIRE
 AA5970'DISTRICT NO. 7. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK
 AA5970'STAMPED "STN. 0078 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT
 AA5970'WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 AA5970'THE DISK IS LOCATED 11.4 FT (3.5 M) SOUTH-SOUTHWEST OF A POWER POLE,
 AA5970'26.0 FT (7.9 M) EAST OF THE CENTERLINE OF NORTH FORK TEANAWAY ROAD,
 AA5970'112.5 FT (34.3 M) NORTH OF THE CENTERLINE OF A DRIVEWAY HEADING EAST,
 AA5970'AND 2.0 FT (0.6 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5971 ***********************************************************************
 AA5971  DESIGNATION -  0079 1993
 AA5971  PID         -  AA5971
 AA5971  STATE/COUNTY-  WA/KITTITAS
 AA5971  USGS QUAD   -  RED TOP MOUNTAIN (1989)
 AA5971
 AA5971                         *CURRENT SURVEY CONTROL
 AA5971  ___________________________________________________________________
 AA5971* NAD 83(1998)-  47 19 29.21364(N)    120 51 10.02408(W)     ADJUSTED  
 AA5971* NAVD 88     -       787.5    (meters)    2584.     (feet)  GPS OBS   
 AA5971  ___________________________________________________________________
 AA5971  X           -  -2,221,459.339 (meters)                     COMP
 AA5971  Y           -  -3,718,739.100 (meters)                     COMP
 AA5971  Z           -   4,666,880.137 (meters)                     COMP
 AA5971  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 AA5971  ELLIP HEIGHT-         768.80  (meters)          (07/05/01) GPS OBS
 AA5971  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 AA5971
 AA5971  HORZ ORDER  -  FIRST
 AA5971  ELLP ORDER  -  FOURTH    CLASS II
 AA5971
 AA5971.The horizontal coordinates were established by GPS observations
 AA5971.and adjusted by the National Geodetic Survey in July 2001..
 AA5971.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5971.DATUM ITEM on the data sheet items page.
 AA5971
 AA5971.The orthometric height was determined by GPS observations and a
 AA5971.high-resolution geoid model.
 AA5971
 AA5971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5971
 AA5971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5971
 AA5971.The ellipsoidal height was determined by GPS observations
 AA5971.and is referenced to NAD 83.
 AA5971
 AA5971.The geoid height was determined by GEOID03.
 AA5971
 AA5971;                    North         East     Units Scale Factor Converg.
 AA5971;SPC WA S     -   221,418.875   473,331.791   MT  0.99999805   -0 15 22.5
 AA5971;SPC WA S     -   726,438.43  1,552,922.72   sFT  0.99999805   -0 15 22.5
 AA5971;UTM  10      - 5,243,492.626   662,248.416   MT  0.99992352   +1 34 44.4
 AA5971
 AA5971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5971!SPC WA S     -   0.99987951  x   0.99999805  =   0.99987756
 AA5971!UTM  10      -   0.99987951  x   0.99992352  =   0.99980304
 AA5971
 AA5971                          SUPERSEDED SURVEY CONTROL
 AA5971
 AA5971  NAD 83(1991)-  47 19 29.21214(N)    120 51 10.02500(W) AD(       ) 1
 AA5971  ELLIP H (06/21/95)  768.94   (m)                       GP(       ) 4 2
 AA5971
 AA5971.Superseded values are not recommended for survey control.
 AA5971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5971.See file dsdata.txt to determine how the superseded data were derived.
 AA5971
 AA5971_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6224843493(NAD 83)
 AA5971_MARKER: DD = SURVEY DISK
 AA5971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5971_STAMPING: STN. 0079 1993
 AA5971_MARK LOGO: WA-039
 AA5971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5971+STABILITY: SURFACE MOTION
 AA5971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5971+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5971
 AA5971  HISTORY     - Date     Condition        Report By
 AA5971  HISTORY     - 1993     MONUMENTED       MSI
 AA5971
 AA5971                          STATION DESCRIPTION
 AA5971
 AA5971'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5971'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5971'APPROXIMATELY 12.0 MI (19.3 KM) NORTHEAST OF THE TOWN OF CLE ELUM. TO
 AA5971'REACH THE STATION FROM THE EXIT 85 OVERPASS ON I-90, PROCEED NORTH ON
 AA5971'THE OVERPASS ROAD FOR 0.3 MI (0.5 KM) TO A T-INTERSECTION.  TURN RIGHT
 AA5971'AND PROCEED EAST ON THE ENTRANCE RAMP TO S.R. 970 FOR 0.15 MI (0.24
 AA5971'KM) TO THE INTERSECTION WITH S.R. 970. CONTINUE EAST ON S.R. 970 FOR
 AA5971'2.1 MI (3.4 KM) TO A Y-INTERSECTION WITH S.R. 10.  BEAR LEFT AND
 AA5971'CONTINUE EAST ON S.R. 970 FOR 4.2 MI (6.8 KM) TO THE INTERSECTION WITH
 AA5971'TEANAWAY ROAD ON THE LEFT.  TURN LEFT AND PROCEED NORTH AND WEST ON
 AA5971'TEANWAY ROAD FOR 7.3 MI (11.7 KM) TO THE INTERSECTION WITH WEST FORK
 AA5971'TEANAWAY ROAD AND NORTH FORK TEANAWAY ROAD. CONTINUE NORTH ON NORTH
 AA5971'FORK TEANWAY ROAD FOR 5.5 MI (8.9 KM) TO A Y-INTERSECTION WITH F.R.
 AA5971'9737 AND F.R. 9738, AND THE STATION IN THE FORK IN THE ROAD. THE
 AA5971'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0079 1993",
 AA5971'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5971'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 21.0 FT
 AA5971'(6.4 M) WEST-NORTHWEST OF THE EAST END OF A CULVERT, 46.0 FT (14.0 M)
 AA5971'NORTHWEST OF THE CENTERLINE OF F.R. 9738, 27.5 FT (8.4 M) NORTHEAST OF
 AA5971'THE CENTERLINE OF F.R. 9737, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE
 AA5971'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5972 ***********************************************************************
 AA5972  DESIGNATION -  0080 1993
 AA5972  PID         -  AA5972
 AA5972  STATE/COUNTY-  WA/KITTITAS
 AA5972  USGS QUAD   -  RED TOP MOUNTAIN (1989)
 AA5972
 AA5972                         *CURRENT SURVEY CONTROL
 AA5972  ___________________________________________________________________
 AA5972* NAD 83(1998)-  47 21 25.88676(N)    120 50 38.00010(W)     ADJUSTED  
 AA5972* NAVD 88     -      1140.4    (meters)    3741.     (feet)  GPS OBS   
 AA5972  ___________________________________________________________________
 AA5972  X           -  -2,219,645.860 (meters)                     COMP
 AA5972  Y           -  -3,717,013.991 (meters)                     COMP
 AA5972  Z           -   4,669,581.743 (meters)                     COMP
 AA5972  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AA5972  ELLIP HEIGHT-        1121.82  (meters)          (07/05/01) GPS OBS
 AA5972  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 AA5972
 AA5972  HORZ ORDER  -  FIRST
 AA5972  ELLP ORDER  -  FOURTH    CLASS II
 AA5972
 AA5972.The horizontal coordinates were established by GPS observations
 AA5972.and adjusted by the National Geodetic Survey in July 2001..
 AA5972.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5972.DATUM ITEM on the data sheet items page.
 AA5972
 AA5972.The orthometric height was determined by GPS observations and a
 AA5972.high-resolution geoid model.
 AA5972
 AA5972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5972
 AA5972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5972
 AA5972.The ellipsoidal height was determined by GPS observations
 AA5972.and is referenced to NAD 83.
 AA5972
 AA5972.The geoid height was determined by GEOID03.
 AA5972
 AA5972;                    North         East     Units Scale Factor Converg.
 AA5972;SPC WA S     -   225,019.051   474,019.941   MT  1.00000555   -0 14 59.3
 AA5972;SPC WA S     -   738,250.00  1,555,180.42   sFT  1.00000555   -0 14 59.3
 AA5972;UTM  10      - 5,247,112.719   662,820.842   MT  0.99992581   +1 35 10.9
 AA5972
 AA5972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5972!SPC WA S     -   0.99982419  x   1.00000555  =   0.99982974
 AA5972!UTM  10      -   0.99982419  x   0.99992581  =   0.99975002
 AA5972
 AA5972                          SUPERSEDED SURVEY CONTROL
 AA5972
 AA5972  NAD 83(1991)-  47 21 25.88526(N)    120 50 38.00101(W) AD(       ) 1
 AA5972  ELLIP H (06/21/95) 1121.96   (m)                       GP(       ) 4 2
 AA5972
 AA5972.Superseded values are not recommended for survey control.
 AA5972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5972.See file dsdata.txt to determine how the superseded data were derived.
 AA5972
 AA5972_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6282147113(NAD 83)
 AA5972_MARKER: DD = SURVEY DISK
 AA5972_SETTING: 66 = SET IN ROCK OUTCROP
 AA5972_STAMPING: STN. 0080 1993
 AA5972_MARK LOGO: WA-039
 AA5972_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5972+STABILITY: POSITION/ELEVATION WELL
 AA5972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5972+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5972
 AA5972  HISTORY     - Date     Condition        Report By
 AA5972  HISTORY     - 1993     MONUMENTED       MSI
 AA5972
 AA5972                          STATION DESCRIPTION
 AA5972
 AA5972'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5972'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5972'APPROXIMATELY 13.0 MI (20.9 KM) NORTHEAST OF THE TOWN OF CLE ELUM. TO
 AA5972'REACH THE STATION FROM THE EXIT 85 OVERPASS ON I-90, PROCEED NORTH ON
 AA5972'THE OVERPASS ROAD FOR 0.3 MI (0.5 KM) TO A T-INTERSECTION.  TURN RIGHT
 AA5972'AND PROCEED EAST ON THE ENTRANCE RAMP TO S.R. 970 FOR 0.15 MI (0.24
 AA5972'KM) TO THE INTERSECTION WITH S.R. 970. CONTINUE EAST ON S.R. 970 FOR
 AA5972'2.1 MI (3.4 KM) TO A Y-INTERSECTION WITH S.R. 10.  BEAR LEFT AND
 AA5972'CONTINUE EAST ON S.R. 970 FOR 4.2 MI (6.8 KM) TO THE INTERSECTION WITH
 AA5972'TEANAWAY ROAD ON THE LEFT.  TURN LEFT AND PROCEED NORTH AND WEST ON
 AA5972'TEANAWAY ROAD FOR 7.3 MI (11.7 KM) TO THE INTERSECTION WITH WEST FORK
 AA5972'TEANAWAY ROAD AND NORTH FORK TEANAWAY ROAD. CONTINUE NORTH ON NORTH
 AA5972'FORK TEANWAY ROAD FOR 5.5 MI (8.9 KM) TO A FORK IN THE ROAD, AND THE
 AA5972'INTERSECTION WITH F.R. 9738. TAKE THE LEFT FORK AND CONTINUE NORTH ON
 AA5972'NORTH FORK TEANAWAY ROAD FOR 0.3 MI (0.5 KM) TO A FORK IN THE ROAD,
 AA5972'AND THE INTERSECTION WITH F.R. 9737.  TAKE THE RIGHT FORK AND PROCEED
 AA5972'NORTHEAST ON F.R. 9737 FOR 1.3 MI (2.1 KM) TO A FORK IN THE ROAD, AND
 AA5972'THE INTERSECTION WITH F.R. 9703, JUST AFTER CROSSING STAFFORD CREEK.
 AA5972'BEAR RIGHT ONTO F.R. 9703 AND CONTINUE NORTHEAST FOR 0.7 MI (1.1 KM) A
 AA5972'FORK IN THE ROAD, JUST AFTER CROSSING STANDUP CREEK. TAKE THE LEFT
 AA5972'FORK AND PROCEED NORTH FOR APPROXIMATELY 1.0 MI (1.6 KM) TO A HAIRPIN
 AA5972'BEND LEFT, AND A SIGN READING "STANDUP CR TR NO. 1369". PROCEED AROUND
 AA5972'THE BEND, AND CONTINUE SOUTHWEST FOR APPROXIMATELY 0.9 MI (1.4 KM) TO
 AA5972'A TURNING CIRCLE WHERE THE ROAD ENDS.  THIS IS THE END OF TRUCK
 AA5972'TRAVEL. FOLLOW A FOOT TRAIL SOUTHWEST UP A RIDGE FOR APPROXIMATELY 150
 AA5972'PACES TO THE SOUTHERN END OF THE RIDGE, AND THE STATION SET INTO A
 AA5972'ROCK OUTCROP. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED
 AA5972'"STN. 0080 1993", AND SET IN THE TOP OF A ROCK OUTCROP. THE DISK IS
 AA5972'LOCATED APPROXIMATELY 27 FT (8.2 M) NORTH OF THE SOUTHERN END OF THE
 AA5972'RIDGE, 62.5 FT (19.1 M) SOUTH OF THE NORTHERNMOST ROCK OUTCROP NEAR
 AA5972'THE SOUTH END OF THE RIDGE, 58 WEST-SOUTHWEST OF THE TREELINE, AND 3.0
 AA5972'FT (0.9 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5973 ***********************************************************************
 AA5973  DESIGNATION -  0082 1993
 AA5973  PID         -  AA5973
 AA5973  STATE/COUNTY-  WA/KITTITAS
 AA5973  USGS QUAD   -  LIBERTY (1989)
 AA5973
 AA5973                         *CURRENT SURVEY CONTROL
 AA5973  ___________________________________________________________________
 AA5973* NAD 83(1998)-  47 19 20.41677(N)    120 40 58.66694(W)     ADJUSTED  
 AA5973* NAVD 88     -       909.7    (meters)    2985.     (feet)  GPS OBS   
 AA5973  ___________________________________________________________________
 AA5973  X           -  -2,210,571.672 (meters)                     COMP
 AA5973  Y           -  -3,725,550.069 (meters)                     COMP
 AA5973  Z           -   4,666,785.808 (meters)                     COMP
 AA5973  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AA5973  ELLIP HEIGHT-         891.01  (meters)          (07/05/01) GPS OBS
 AA5973  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 AA5973
 AA5973  HORZ ORDER  -  FIRST
 AA5973  ELLP ORDER  -  FOURTH    CLASS II
 AA5973
 AA5973.The horizontal coordinates were established by GPS observations
 AA5973.and adjusted by the National Geodetic Survey in July 2001..
 AA5973.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5973.DATUM ITEM on the data sheet items page.
 AA5973
 AA5973.The orthometric height was determined by GPS observations and a
 AA5973.high-resolution geoid model.
 AA5973
 AA5973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5973
 AA5973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5973
 AA5973.The ellipsoidal height was determined by GPS observations
 AA5973.and is referenced to NAD 83.
 AA5973
 AA5973.The geoid height was determined by GEOID03.
 AA5973
 AA5973;                    North         East     Units Scale Factor Converg.
 AA5973;SPC WA S     -   221,103.610   486,168.521   MT  0.99999750   -0 07 58.5
 AA5973;SPC WA S     -   725,404.09  1,595,037.89   sFT  0.99999750   -0 07 58.5
 AA5973;UTM  10      - 5,243,588.794   675,088.041   MT  0.99997676   +1 42 13.9
 AA5973
 AA5973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5973!SPC WA S     -   0.99986036  x   0.99999750  =   0.99985786
 AA5973!UTM  10      -   0.99986036  x   0.99997676  =   0.99983712
 AA5973
 AA5973                          SUPERSEDED SURVEY CONTROL
 AA5973
 AA5973  NAD 83(1991)-  47 19 20.41528(N)    120 40 58.66759(W) AD(       ) 1
 AA5973  ELLIP H (06/21/95)  891.14   (m)                       GP(       ) 4 2
 AA5973
 AA5973.Superseded values are not recommended for survey control.
 AA5973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5973.See file dsdata.txt to determine how the superseded data were derived.
 AA5973
 AA5973_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7508843589(NAD 83)
 AA5973_MARKER: DD = SURVEY DISK
 AA5973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5973_STAMPING: STN. 0082 1993
 AA5973_MARK LOGO: WA-039
 AA5973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5973+STABILITY: SURFACE MOTION
 AA5973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5973+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5973
 AA5973  HISTORY     - Date     Condition        Report By
 AA5973  HISTORY     - 1993     MONUMENTED       MSI
 AA5973
 AA5973                          STATION DESCRIPTION
 AA5973
 AA5973'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5973'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5973'APPROXIMATELY 14.5 MI (23.3 KM) NORTHEAST OF THE TOWN OF CLE ELUM, AND
 AA5973'5.0 MI (8.0 KM) NORTH OF THE VILLAGE OF LIBERTY. TO REACH THE STATION
 AA5973'FROM THE INTERSECTION OF U.S. 97 AND S.R. 970 EAST OF CLE ELUM,
 AA5973'PROCEED NORTH ON U.S. 97 FOR 9.1 MI (14.6 KM) TO THE STATION ON THE
 AA5973'LEFT, AT A PAVED PULLOFF AREA. THE STATION IS A COUNTY OF KITTITAS
 AA5973'SURVEY DISK STAMPED "STN. 0082 1993", AND SET IN THE TOP OF A CONCRETE
 AA5973'MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE
 AA5973'GROUND LEVEL. THE DISK IS LOCATED 49.8 FT (15.2 M) NORTHWEST OF THE
 AA5973'CENTERLINE OF U.S. 97, 11.5 FT (3.5 M) NORTHWEST OF THE EDGE OF THE
 AA5973'PAVED PARKING AREA, 149.4 FT (45.5 M) WEST-SOUTHWEST OF A 5 FT (1.5 M)
 AA5973'HIGH REFLECTOR MARKING THE NORTH END OF THE PARKING AREA,
 AA5973'APPROXIMATELY 300 FT (91.4 M) NORTH EAST OF THE REFLECTOR MARKING THE
 AA5973'SOUTH END OF THE PARKING AREA, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE
 AA5973'CARSONIE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5974 ***********************************************************************
 AA5974  DESIGNATION -  0083 1993
 AA5974  PID         -  AA5974
 AA5974  STATE/COUNTY-  WA/KITTITAS
 AA5974  USGS QUAD   -  LIBERTY (1989)
 AA5974
 AA5974                         *CURRENT SURVEY CONTROL
 AA5974  ___________________________________________________________________
 AA5974* NAD 83(1998)-  47 17 36.53975(N)    120 42 01.82164(W)     ADJUSTED  
 AA5974* NAVD 88     -       847.0    (meters)    2779.     (feet)  GPS OBS   
 AA5974  ___________________________________________________________________
 AA5974  X           -  -2,212,894.501 (meters)                     COMP
 AA5974  Y           -  -3,726,864.124 (meters)                     COMP
 AA5974  Z           -   4,664,564.138 (meters)                     COMP
 AA5974  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AA5974  ELLIP HEIGHT-         828.18  (meters)          (07/05/01) GPS OBS
 AA5974  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 AA5974
 AA5974  HORZ ORDER  -  FIRST
 AA5974  ELLP ORDER  -  FOURTH    CLASS II
 AA5974
 AA5974.The horizontal coordinates were established by GPS observations
 AA5974.and adjusted by the National Geodetic Survey in July 2001..
 AA5974.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5974.DATUM ITEM on the data sheet items page.
 AA5974
 AA5974.The orthometric height was determined by GPS observations and a
 AA5974.high-resolution geoid model.
 AA5974
 AA5974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5974
 AA5974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5974
 AA5974.The ellipsoidal height was determined by GPS observations
 AA5974.and is referenced to NAD 83.
 AA5974
 AA5974.The geoid height was determined by GEOID03.
 AA5974
 AA5974;                    North         East     Units Scale Factor Converg.
 AA5974;SPC WA S     -   217,898.884   484,834.171   MT  0.99999113   -0 08 44.3
 AA5974;SPC WA S     -   714,889.92  1,590,660.11   sFT  0.99999113   -0 08 44.3
 AA5974;UTM  10      - 5,240,343.022   673,857.093   MT  0.99997148   +1 41 24.6
 AA5974
 AA5974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5974!SPC WA S     -   0.99987020  x   0.99999113  =   0.99986134
 AA5974!UTM  10      -   0.99987020  x   0.99997148  =   0.99984169
 AA5974
 AA5974                          SUPERSEDED SURVEY CONTROL
 AA5974
 AA5974  NAD 83(1991)-  47 17 36.53826(N)    120 42 01.82226(W) AD(       ) 1
 AA5974  ELLIP H (06/21/95)  828.31   (m)                       GP(       ) 4 2
 AA5974
 AA5974.Superseded values are not recommended for survey control.
 AA5974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5974.See file dsdata.txt to determine how the superseded data were derived.
 AA5974
 AA5974_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7385740343(NAD 83)
 AA5974_MARKER: DD = SURVEY DISK
 AA5974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5974_STAMPING: STN. 0083 1993
 AA5974_MARK LOGO: WA-039
 AA5974_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5974+STABILITY: SURFACE MOTION
 AA5974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5974+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5974
 AA5974  HISTORY     - Date     Condition        Report By
 AA5974  HISTORY     - 1993     MONUMENTED       MSI
 AA5974
 AA5974                          STATION DESCRIPTION
 AA5974
 AA5974'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5974'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5974'APPROXIMATELY 13.0 MI (20.9 KM) NORTHEAST OF THE TOWN OF CLE ELUM, AND
 AA5974'3.5 MI (5.6 KM) NORTH OF THE VILLAGE OF LIBERTY. TO REACH THE STATION
 AA5974'FROM THE INTERSECTION OF U.S. 97 AND S.R. 970 EAST OF CLE ELUM,
 AA5974'PROCEED NORTH ON U.S. 97 FOR 6.5 MI (10.5 KM) TO THE "MINERAL SPRINGS"
 AA5974'RESTAURANT. CONTINUE NORTH ON U.S. 97 FOR 0.2 MI (0.3 KM) TO THE
 AA5974'INTERSECTION OF U.S. 97 WITH F.R. 9738 ON THE LEFT, AND THE STATION ON
 AA5974'THE LEFT, LOCATED IN THE NORTH WEST CORNER OF THE INTERSECTION. THE
 AA5974'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0083 1993",
 AA5974'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5974'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 55.0 FT
 AA5974'(16.8 M) WEST OF THE CENTERLINE OF U.S. 97, 37.0 FT (11.3 M)
 AA5974'NORTH-NORTHWEST OF A SIGN MARKING F.R. 9738, 39.3 FT (12.0 M)
 AA5974'WEST-NORTHWEST OF THE END OF A GUARD RAIL, 85 FT (25.9 M)
 AA5974'SOUTH-SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT AT THE CROSSING
 AA5974'OVER BLUE CREEK, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE CARSONITE
 AA5974'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5975 ***********************************************************************
 AA5975  DESIGNATION -  0084 1993
 AA5975  PID         -  AA5975
 AA5975  STATE/COUNTY-  WA/KITTITAS
 AA5975  USGS QUAD   -  TEANAWAY (1985)
 AA5975
 AA5975                         *CURRENT SURVEY CONTROL
 AA5975  ___________________________________________________________________
 AA5975* NAD 83(1998)-  47 13 33.86660(N)    120 47 29.29312(W)     ADJUSTED  
 AA5975* NAVD 88     -       634.6    (meters)    2082.     (feet)  GPS OBS   
 AA5975  ___________________________________________________________________
 AA5975  X           -  -2,221,552.625 (meters)                     COMP
 AA5975  Y           -  -3,727,950.918 (meters)                     COMP
 AA5975  Z           -   4,659,321.164 (meters)                     COMP
 AA5975  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 AA5975  ELLIP HEIGHT-         615.48  (meters)          (07/05/01) GPS OBS
 AA5975  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 AA5975
 AA5975  HORZ ORDER  -  FIRST
 AA5975  ELLP ORDER  -  FOURTH    CLASS II
 AA5975
 AA5975.The horizontal coordinates were established by GPS observations
 AA5975.and adjusted by the National Geodetic Survey in July 2001..
 AA5975.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5975.DATUM ITEM on the data sheet items page.
 AA5975
 AA5975.The orthometric height was determined by GPS observations and a
 AA5975.high-resolution geoid model.
 AA5975
 AA5975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5975
 AA5975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5975
 AA5975.The ellipsoidal height was determined by GPS observations
 AA5975.and is referenced to NAD 83.
 AA5975
 AA5975.The geoid height was determined by GEOID03.
 AA5975
 AA5975;                    North         East     Units Scale Factor Converg.
 AA5975;SPC WA S     -   210,426.232   477,926.167   MT  0.99997723   -0 12 42.2
 AA5975;SPC WA S     -   690,373.40  1,567,996.10   sFT  0.99997723   -0 12 42.2
 AA5975;UTM  10      - 5,232,653.259   667,192.029   MT  0.99994355   +1 37 17.5
 AA5975
 AA5975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5975!SPC WA S     -   0.99990354  x   0.99997723  =   0.99988077
 AA5975!UTM  10      -   0.99990354  x   0.99994355  =   0.99984709
 AA5975
 AA5975                          SUPERSEDED SURVEY CONTROL
 AA5975
 AA5975  NAD 83(1991)-  47 13 33.86514(N)    120 47 29.29378(W) AD(       ) 1
 AA5975  ELLIP H (06/21/95)  615.61   (m)                       GP(       ) 4 2
 AA5975
 AA5975.Superseded values are not recommended for survey control.
 AA5975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5975.See file dsdata.txt to determine how the superseded data were derived.
 AA5975
 AA5975_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6719232653(NAD 83)
 AA5975_MARKER: DD = SURVEY DISK
 AA5975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5975_STAMPING: STN. 0084 1993
 AA5975_MARK LOGO: WA-039
 AA5975_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5975+STABILITY: SURFACE MOTION
 AA5975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5975+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5975
 AA5975  HISTORY     - Date     Condition        Report By
 AA5975  HISTORY     - 1993     MONUMENTED       MSI
 AA5975
 AA5975                          STATION DESCRIPTION
 AA5975
 AA5975'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5975'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5975'APPROXIMATELY 7.0 MI (11.3 KM) NORTHEAST OF THE TOWN OF CLE ELUM, AND
 AA5975'6.0 MI (9.7 KM) SOUTHWEST OF THE VILLAGE OF LIBERTY. TO REACH THE
 AA5975'STATION FROM THE INTERSECTION OF U.S. 97 AND S.R. 970 EAST OF CLE
 AA5975'ELUM, PROCEED WEST ON S.R. 970 FOR 3.4 MI (5.5 KM) TO THE INTERSECTION
 AA5975'WITH TEANAWAY ROAD ON THE RIGHT. TURN RIGHT AND PROCEED NORTH ON
 AA5975'TEANAWAY ROAD FOR 2.3 MI (3.7 KM) TO THE STATION ON THE LEFT. THE
 AA5975'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0084 1993",
 AA5975'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5975'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 2.1 FT
 AA5975'(0.6 M) NORTH-NORTHEAST OF A FENCELINE, 25.6 FT (7.8 M)
 AA5975'SOUTH-SOUTHWEST OF THE CENTERLINE OF TEANAWAY ROAD, 98.5 FT (30.0 M)
 AA5975'WEST-SOUTHWEST OF A BURIED MAJOR TELEPHONE CABLE, 109.4 FT (33.3 M)
 AA5975'SOUTHEAST OF POWER POLE NO. 34, AND 2.0 FT (0.6 M) NORTH OF AN ORANGE
 AA5975'CARSONIE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5976 ***********************************************************************
 AA5976  DESIGNATION -  0085 1993
 AA5976  PID         -  AA5976
 AA5976  STATE/COUNTY-  WA/KITTITAS
 AA5976  USGS QUAD   -  SWAUK PRAIRIE (1985)
 AA5976
 AA5976                         *CURRENT SURVEY CONTROL
 AA5976  ___________________________________________________________________
 AA5976* NAD 83(1998)-  47 13 07.10753(N)    120 44 43.60784(W)     ADJUSTED  
 AA5976* NAVD 88     -       749.4    (meters)    2459.     (feet)  GPS OBS   
 AA5976  ___________________________________________________________________
 AA5976  X           -  -2,218,907.329 (meters)                     COMP
 AA5976  Y           -  -3,730,322.534 (meters)                     COMP
 AA5976  Z           -   4,658,844.080 (meters)                     COMP
 AA5976  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 AA5976  ELLIP HEIGHT-         730.21  (meters)          (07/05/01) GPS OBS
 AA5976  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 AA5976
 AA5976  HORZ ORDER  -  FIRST
 AA5976  ELLP ORDER  -  FOURTH    CLASS II
 AA5976
 AA5976.The horizontal coordinates were established by GPS observations
 AA5976.and adjusted by the National Geodetic Survey in July 2001..
 AA5976.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5976.DATUM ITEM on the data sheet items page.
 AA5976
 AA5976.The orthometric height was determined by GPS observations and a
 AA5976.high-resolution geoid model.
 AA5976
 AA5976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5976
 AA5976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5976
 AA5976.The ellipsoidal height was determined by GPS observations
 AA5976.and is referenced to NAD 83.
 AA5976
 AA5976.The geoid height was determined by GEOID03.
 AA5976
 AA5976;                    North         East     Units Scale Factor Converg.
 AA5976;SPC WA S     -   209,588.019   481,409.082   MT  0.99997578   -0 10 41.8
 AA5976;SPC WA S     -   687,623.36  1,579,422.96   sFT  0.99997578   -0 10 41.8
 AA5976;UTM  10      - 5,231,926.920   670,699.887   MT  0.99995812   +1 39 18.5
 AA5976
 AA5976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5976!SPC WA S     -   0.99988556  x   0.99997578  =   0.99986134
 AA5976!UTM  10      -   0.99988556  x   0.99995812  =   0.99984368
 AA5976
 AA5976                          SUPERSEDED SURVEY CONTROL
 AA5976
 AA5976  NAD 83(1991)-  47 13 07.10607(N)    120 44 43.60844(W) AD(       ) 1
 AA5976  ELLIP H (06/21/95)  730.34   (m)                       GP(       ) 4 2
 AA5976
 AA5976.Superseded values are not recommended for survey control.
 AA5976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5976.See file dsdata.txt to determine how the superseded data were derived.
 AA5976
 AA5976_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7070031927(NAD 83)
 AA5976_MARKER: DD = SURVEY DISK
 AA5976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5976_STAMPING: STN. 0085 1993
 AA5976_MARK LOGO: WA-039
 AA5976_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5976+STABILITY: SURFACE MOTION
 AA5976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5976+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5976
 AA5976  HISTORY     - Date     Condition        Report By
 AA5976  HISTORY     - 1993     MONUMENTED       MSI
 AA5976
 AA5976                          STATION DESCRIPTION
 AA5976
 AA5976'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5976'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5976'APPROXIMATELY 8.6 MI (13.8 KM) NORTHEAST OF THE TOWN OF CLE ELUM, AND
 AA5976'4.5 MI (7.2 KM) SOUTHWEST OF THE VILLAGE OF LIBERTY. TO REACH THE
 AA5976'STATION FROM THE INTERSECTION OF U.S. 97 AND S.R. 970 EAST OF CLE
 AA5976'ELUM, PROCEED WEST ON S.R. 970 FOR 1.7 MI (2.7 KM) TO THE INTERSECTION
 AA5976'WITH SWAUK PRAIRIE ROAD (LEY ROAD) ON THE RIGHT. TURN RIGHT AND
 AA5976'PROCEED NORTH ON SWAUK PRAIRIE ROAD (LEY ROAD) FOR 1.4 MI (2.3 KM) TO
 AA5976'THE STATION ON THE RIGHT, NEAR A METAL GATE. THE STATION IS A COUNTY
 AA5976'OF KITTITAS SURVEY DISK STAMPED "STN. 0084 1993", AND SET IN THE TOP
 AA5976'OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3
 AA5976'INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 6.8 FT (2.1 M)
 AA5976'SOUTHEAST OF A TELEPHONE PEDESTAL, 20.6 FT (6.3 M) EAST-SOUTHEAST OF
 AA5976'THE EASTERNMOST GATEPOST, 3.0 FT (0.9 M) SOUTHWEST OF A FENCELINE,
 AA5976'36.9 FT (11.2 M) OF TELEPHONE PEDESTAL NO. LC415 N60, AND 2.0 FT (0.6
 AA5976'M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5977 ***********************************************************************
 AA5977  DESIGNATION -  0086 1993
 AA5977  PID         -  AA5977
 AA5977  STATE/COUNTY-  WA/KITTITAS
 AA5977  USGS QUAD   -  TEANAWAY (1985)
 AA5977
 AA5977                         *CURRENT SURVEY CONTROL
 AA5977  ___________________________________________________________________
 AA5977* NAD 83(1998)-  47 12 08.76580(N)    120 46 23.23375(W)     ADJUSTED  
 AA5977* NAVD 88     -       605.1    (meters)    1985.     (feet)  GPS OBS   
 AA5977  ___________________________________________________________________
 AA5977  X           -  -2,221,335.193 (meters)                     COMP
 AA5977  Y           -  -3,730,302.247 (meters)                     COMP
 AA5977  Z           -   4,657,514.097 (meters)                     COMP
 AA5977  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AA5977  ELLIP HEIGHT-         585.84  (meters)          (07/05/01) GPS OBS
 AA5977  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 AA5977
 AA5977  HORZ ORDER  -  FIRST
 AA5977  ELLP ORDER  -  FOURTH    CLASS II
 AA5977
 AA5977.The horizontal coordinates were established by GPS observations
 AA5977.and adjusted by the National Geodetic Survey in July 2001..
 AA5977.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5977.DATUM ITEM on the data sheet items page.
 AA5977
 AA5977.The orthometric height was determined by GPS observations and a
 AA5977.high-resolution geoid model.
 AA5977
 AA5977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5977
 AA5977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5977
 AA5977.The ellipsoidal height was determined by GPS observations
 AA5977.and is referenced to NAD 83.
 AA5977
 AA5977.The geoid height was determined by GEOID03.
 AA5977
 AA5977;                    North         East     Units Scale Factor Converg.
 AA5977;SPC WA S     -   207,793.262   479,306.744   MT  0.99997268   -0 11 54.2
 AA5977;SPC WA S     -   681,735.06  1,572,525.54   sFT  0.99997268   -0 11 54.2
 AA5977;UTM  10      - 5,230,065.869   668,656.077   MT  0.99994959   +1 38 03.8
 AA5977
 AA5977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5977!SPC WA S     -   0.99990818  x   0.99997268  =   0.99988086
 AA5977!UTM  10      -   0.99990818  x   0.99994959  =   0.99985777
 AA5977
 AA5977                          SUPERSEDED SURVEY CONTROL
 AA5977
 AA5977  NAD 83(1991)-  47 12 08.76433(N)    120 46 23.23437(W) AD(       ) 1
 AA5977  ELLIP H (06/21/95)  585.97   (m)                       GP(       ) 4 2
 AA5977
 AA5977.Superseded values are not recommended for survey control.
 AA5977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5977.See file dsdata.txt to determine how the superseded data were derived.
 AA5977
 AA5977_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6865630066(NAD 83)
 AA5977_MARKER: DD = SURVEY DISK
 AA5977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5977_STAMPING: STN. 0086 1993
 AA5977_MARK LOGO: WA-039
 AA5977_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5977+STABILITY: SURFACE MOTION
 AA5977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5977+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5977
 AA5977  HISTORY     - Date     Condition        Report By
 AA5977  HISTORY     - 1993     MONUMENTED       MSI
 AA5977
 AA5977                          STATION DESCRIPTION
 AA5977
 AA5977'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5977'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5977'APPROXIMATELY 7.0 MI (11.3 KM) EAST-NORTHEAST OF THE TOWN OF CLE ELUM,
 AA5977'AND 6.5 MI (10.5 KM) SOUTHWEST OF THE VILLAGE OF LIBERTY. TO REACH THE
 AA5977'STATION FROM THE INTERSECTION OF U.S. 97 AND S.R. 970 EAST OF CLE
 AA5977'ELUM, PROCEED WEST ON S.R. 970 FOR 3.4 MI (5.5 KM) TO THE INTERSECTION
 AA5977'WITH TEANAWAY ROAD ON THE RIGHT. TURN RIGHT AND PROCEED NORTH ON
 AA5977'TEANAWAY ROAD FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT, JUST
 AA5977'SOUTH OF THE INTERSECTION WITH RED BRIDGE ROAD ON THE LEFT. THE
 AA5977'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0086 1993",
 AA5977'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5977'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 46.0 FT
 AA5977'(14.0 M) SOUTHEAST OF A POWER POLE, 24.2 FT (7.4 M) WEST OF THE
 AA5977'CENTERLINE OF THE ROAD, 1.6 FT (0.5 M) EAST OF A FENCELINE, AND 2.0 FT
 AA5977'(0.6 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5978 ***********************************************************************
 AA5978  DESIGNATION -  0088 1993
 AA5978  PID         -  AA5978
 AA5978  STATE/COUNTY-  WA/KITTITAS
 AA5978  USGS QUAD   -  TEANAWAY (1985)
 AA5978
 AA5978                         *CURRENT SURVEY CONTROL
 AA5978  ___________________________________________________________________
 AA5978* NAD 83(1998)-  47 09 33.17140(N)    120 47 39.26725(W)     ADJUSTED  
 AA5978* NAVD 88     -       833.4    (meters)    2734.     (feet)  GPS OBS   
 AA5978  ___________________________________________________________________
 AA5978  X           -  -2,224,594.082 (meters)                     COMP
 AA5978  Y           -  -3,732,644.278 (meters)                     COMP
 AA5978  Z           -   4,654,415.157 (meters)                     COMP
 AA5978  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AA5978  ELLIP HEIGHT-         813.97  (meters)          (07/05/01) GPS OBS
 AA5978  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 AA5978
 AA5978  HORZ ORDER  -  FIRST
 AA5978  ELLP ORDER  -  FOURTH    CLASS II
 AA5978
 AA5978.The horizontal coordinates were established by GPS observations
 AA5978.and adjusted by the National Geodetic Survey in July 2001..
 AA5978.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5978.DATUM ITEM on the data sheet items page.
 AA5978
 AA5978.The orthometric height was determined by GPS observations and a
 AA5978.high-resolution geoid model.
 AA5978
 AA5978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5978
 AA5978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5978
 AA5978.The ellipsoidal height was determined by GPS observations
 AA5978.and is referenced to NAD 83.
 AA5978
 AA5978.The geoid height was determined by GEOID03.
 AA5978
 AA5978;                    North         East     Units Scale Factor Converg.
 AA5978;SPC WA S     -   202,994.170   477,688.616   MT  0.99996482   -0 12 49.4
 AA5978;SPC WA S     -   665,990.04  1,567,216.73   sFT  0.99996482   -0 12 49.4
 AA5978;UTM  10      - 5,225,217.605   667,192.242   MT  0.99994356   +1 37 03.9
 AA5978
 AA5978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5978!SPC WA S     -   0.99987243  x   0.99996482  =   0.99983725
 AA5978!UTM  10      -   0.99987243  x   0.99994356  =   0.99981600
 AA5978
 AA5978                          SUPERSEDED SURVEY CONTROL
 AA5978
 AA5978  NAD 83(1991)-  47 09 33.16990(N)    120 47 39.26789(W) AD(       ) 1
 AA5978  ELLIP H (06/21/95)  814.10   (m)                       GP(       ) 4 2
 AA5978
 AA5978.Superseded values are not recommended for survey control.
 AA5978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5978.See file dsdata.txt to determine how the superseded data were derived.
 AA5978
 AA5978_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6719225218(NAD 83)
 AA5978_MARKER: DD = SURVEY DISK
 AA5978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5978_STAMPING: STN. 0088 1993
 AA5978_MARK LOGO: WA-039
 AA5978_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5978+STABILITY: SURFACE MOTION
 AA5978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5978+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5978
 AA5978  HISTORY     - Date     Condition        Report By
 AA5978  HISTORY     - 1993     MONUMENTED       MSI
 AA5978
 AA5978                          STATION DESCRIPTION
 AA5978
 AA5978'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5978'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5978'APPROXIMATELY 7.0 MI (11.3 KM) EAST-SOUTHEAST OF THE TOWN OF CLE ELUM,
 AA5978'AND 9.0 MI (14.5 KM) SOUTHWEST OF THE VILLAGE OF LIBERTY. TO REACH THE
 AA5978'STATION FROM THE INTERSECTION OF S.R. 10 AND S.R. 970 EAST OF CLE
 AA5978'ELUM, PROCEED EAST ON S.R. 970 FOR 0.15 MI (0.24 KM) TO A FORK IN THE
 AA5978'ROAD AND THE INTERSECTION WITH LAMBERT ROAD. TAKE THE RIGHT FORK AND
 AA5978'PROCEED EAST ON LAMBERT ROAD FOR 1.1 MI (1.8 KM) TO THE INTERSECTION
 AA5978'WITH TAYLOR ROAD ON THE RIGHT. TURN RIGHT AND PROCEED SOUTH AND EAST
 AA5978'ON TAYLOR ROAD FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH HART ROAD
 AA5978'ON THE LEFT. TURN LEFT AND PROCEED SOUTH AND EAST ON HART ROAD FOR 1.8
 AA5978'MI (2.9 KM) TO THE END OF THE COUNTY ROAD, AND THE GATED ENTRANCE TO A
 AA5978'RADIO FACILITY. THE STATION IS LOCATED JUST EAST OF THE GATED
 AA5978'ENTRANCE, NEAR A FENCE INTERSECTION. THE STATION IS A COUNTY OF
 AA5978'KITTITAS SURVEY DISK STAMPED "STN. 0088 1993", AND SET IN THE TOP OF A
 AA5978'CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES
 AA5978'ABOVE GROUND LEVEL. THE DISK IS LOCATED 94.7 FT (28.9 M) EAST OF POWER
 AA5978'POLE NO. 562 (ALSO 2-60), 123.5 FT (37.6 M) SOUTHEAST OF THE NORTHEAST
 AA5978'CORNER OF THE RADIO FACILITY BUILDING, 40.0 FT (12.2 M) SOUTHWEST OF
 AA5978'POWER POLE NO. Q62 (ALSO 5-40), 81.8 FT (24.9 M) NORTH OF TELEPHONE
 AA5978'PEDESTAL NO. N51 LOCATED BESIDE A GATE POST, AND 2.0 FT (0.6 M) SOUTH
 AA5978'OF AN ORANGE CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5979 ***********************************************************************
 AA5979  DESIGNATION -  0089 1993
 AA5979  PID         -  AA5979
 AA5979  STATE/COUNTY-  WA/KITTITAS
 AA5979  USGS QUAD   -  TEANAWAY (1985)
 AA5979
 AA5979                         *CURRENT SURVEY CONTROL
 AA5979  ___________________________________________________________________
 AA5979* NAD 83(1998)-  47 10 36.75053(N)    120 45 06.45133(W)     ADJUSTED  
 AA5979* NAVD 88     -       752.4    (meters)    2468.     (feet)  GPS OBS   
 AA5979  ___________________________________________________________________
 AA5979  X           -  -2,221,063.587 (meters)                     COMP
 AA5979  Y           -  -3,733,006.526 (meters)                     COMP
 AA5979  Z           -   4,655,690.794 (meters)                     COMP
 AA5979  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AA5979  ELLIP HEIGHT-         733.02  (meters)          (07/05/01) GPS OBS
 AA5979  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 AA5979
 AA5979  HORZ ORDER  -  FIRST
 AA5979  ELLP ORDER  -  FOURTH    CLASS II
 AA5979
 AA5979.The horizontal coordinates were established by GPS observations
 AA5979.and adjusted by the National Geodetic Survey in July 2001..
 AA5979.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5979.DATUM ITEM on the data sheet items page.
 AA5979
 AA5979.The orthometric height was determined by GPS observations and a
 AA5979.high-resolution geoid model.
 AA5979
 AA5979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5979
 AA5979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5979
 AA5979.The ellipsoidal height was determined by GPS observations
 AA5979.and is referenced to NAD 83.
 AA5979
 AA5979.The geoid height was determined by GEOID03.
 AA5979
 AA5979;                    North         East     Units Scale Factor Converg.
 AA5979;SPC WA S     -   204,946.385   480,913.639   MT  0.99996796   -0 10 58.4
 AA5979;SPC WA S     -   672,394.93  1,577,797.50   sFT  0.99996796   -0 10 58.4
 AA5979;UTM  10      - 5,227,271.881   670,353.159   MT  0.99995667   +1 38 57.7
 AA5979
 AA5979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5979!SPC WA S     -   0.99988511  x   0.99996796  =   0.99985308
 AA5979!UTM  10      -   0.99988511  x   0.99995667  =   0.99984179
 AA5979
 AA5979                          SUPERSEDED SURVEY CONTROL
 AA5979
 AA5979  NAD 83(1991)-  47 10 36.74908(N)    120 45 06.45191(W) AD(       ) 1
 AA5979  ELLIP H (06/21/95)  733.15   (m)                       GP(       ) 4 2
 AA5979
 AA5979.Superseded values are not recommended for survey control.
 AA5979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5979.See file dsdata.txt to determine how the superseded data were derived.
 AA5979
 AA5979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7035327272(NAD 83)
 AA5979_MARKER: DD = SURVEY DISK
 AA5979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5979_STAMPING: STN. 0089 1993
 AA5979_MARK LOGO: WA-039
 AA5979_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5979+STABILITY: SURFACE MOTION
 AA5979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5979+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5979
 AA5979  HISTORY     - Date     Condition        Report By
 AA5979  HISTORY     - 1993     MONUMENTED       MSI
 AA5979
 AA5979                          STATION DESCRIPTION
 AA5979
 AA5979'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5979'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5979'APPROXIMATELY 8.5 MI (13.7 KM) EAST-SOUTHEAST OF THE TOWN OF CLE ELUM,
 AA5979'AND 7.5 MI (12.1 KM) SOUTHWEST OF THE VILLAGE OF LIBERTY. TO REACH THE
 AA5979'STATION FROM THE INTERSECTION OF U.S. 97 AND S.R. 970 EAST OF CLE
 AA5979'ELUM, PROCEED WEST ON S.R. 970 FOR 2.2 MI (3.5 KM) TO THE INTERSECTION
 AA5979'WITH HIDDEN VALLEY ROAD ON THE LEFT. TURN LEFT AND PROCEED SOUTH ON
 AA5979'HIDDEN VALLEY ROAD FOR 1.0 MI (1.6 KM) TO WHERE THE ROAD BENDS EAST,
 AA5979'AND THE INTERSECTION WITH EMERICK ROAD ON THE RIGHT. CONTINUE SOUTH ON
 AA5979'EMERICK ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT, JUST
 AA5979'NORTH OF THE ENTRANCE TO "HIDDEN VALLEY TERRACE". THE STATION IS A
 AA5979'COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0089 1993", AND SET IN
 AA5979'THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND
 AA5979'PROJECTS 6 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 49.2 FT
 AA5979'(15.0 M) WEST-SOUTHWEST OF THE CENTERLINE OF EMERICK ROAD, 49.7 FT
 AA5979'(15.1 M) NORTH-NORTHEAST OF THE NORTHERNMOST GATEPOST AT THE ENTRANCE
 AA5979'TO "HIDDEN VALLEY TERRACE", 28.5 FT (8.7 M) EAST-NORTHEAST OF A
 AA5979'FENCELINE, 73.0 FT (22.3 M) SOUTH-SOUTHEAST OF A REBAR WITH YELLOW CAP
 AA5979'MARKING THE PROPERTY CORNER OF LOT 2, AND 2.0 FT (0.6 M) EAST OF A
 AA5979'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5980 ***********************************************************************
 AA5980  DESIGNATION -  0091 1993
 AA5980  PID         -  AA5980
 AA5980  STATE/COUNTY-  WA/KITTITAS
 AA5980  USGS QUAD   -  FROST MTN (1992)
 AA5980
 AA5980                         *CURRENT SURVEY CONTROL
 AA5980  ___________________________________________________________________
 AA5980* NAD 83(1998)-  47 07 17.22685(N)    120 56 17.17155(W)     ADJUSTED  
 AA5980* NAVD 88     -      1203.0    (meters)    3947.     (feet)  GPS OBS   
 AA5980  ___________________________________________________________________
 AA5980  X           -  -2,235,670.899 (meters)                     COMP
 AA5980  Y           -  -3,729,902.500 (meters)                     COMP
 AA5980  Z           -   4,651,830.115 (meters)                     COMP
 AA5980  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 AA5980  ELLIP HEIGHT-        1183.71  (meters)          (07/05/01) GPS OBS
 AA5980  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 AA5980
 AA5980  HORZ ORDER  -  FIRST
 AA5980  ELLP ORDER  -  FOURTH    CLASS II
 AA5980
 AA5980.The horizontal coordinates were established by GPS observations
 AA5980.and adjusted by the National Geodetic Survey in July 2001..
 AA5980.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5980.DATUM ITEM on the data sheet items page.
 AA5980
 AA5980.The orthometric height was determined by GPS observations and a
 AA5980.high-resolution geoid model.
 AA5980
 AA5980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5980
 AA5980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5980
 AA5980.The ellipsoidal height was determined by GPS observations
 AA5980.and is referenced to NAD 83.
 AA5980
 AA5980.The geoid height was determined by GEOID03.
 AA5980
 AA5980;                    North         East     Units Scale Factor Converg.
 AA5980;SPC WA S     -   198,846.860   466,756.757   MT  0.99995842   -0 19 05.7
 AA5980;SPC WA S     -   652,383.41  1,531,351.13   sFT  0.99995842   -0 19 05.7
 AA5980;UTM  10      - 5,220,723.400   656,398.864   MT  0.99990063   +1 30 40.5
 AA5980
 AA5980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5980!SPC WA S     -   0.99981449  x   0.99995842  =   0.99977292
 AA5980!UTM  10      -   0.99981449  x   0.99990063  =   0.99971514
 AA5980
 AA5980                          SUPERSEDED SURVEY CONTROL
 AA5980
 AA5980  NAD 83(1991)-  47 07 17.22522(N)    120 56 17.17240(W) AD(       ) 1
 AA5980  ELLIP H (06/21/95) 1183.85   (m)                       GP(       ) 4 2
 AA5980
 AA5980.Superseded values are not recommended for survey control.
 AA5980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5980.See file dsdata.txt to determine how the superseded data were derived.
 AA5980
 AA5980_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5639920723(NAD 83)
 AA5980_MARKER: DD = SURVEY DISK
 AA5980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5980_STAMPING: STN. 0091 1993
 AA5980_MARK LOGO: WA-039
 AA5980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5980+STABILITY: SURFACE MOTION
 AA5980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5980+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5980
 AA5980  HISTORY     - Date     Condition        Report By
 AA5980  HISTORY     - 1993     MONUMENTED       MSI
 AA5980
 AA5980                          STATION DESCRIPTION
 AA5980
 AA5980'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5980'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5980'APPROXIMATELY 4.5 MI (7.2 KM) SOUTH OF THE TOWN OF CLE ELUM, AND 19.0
 AA5980'MI (30.6 KM) WEST-NORTHWEST OF ELLENSBURG TOWN CENTER, AND IS LOCATED
 AA5980'NEAR TANEUM POINT.  TO REACH THE STATION FROM THE EXIT 85 OVERPASS ON
 AA5980'I-90, PROCEED NORTH ON THE OVERPASS ROAD FOR 0.3 MI (0.5 KM) TO A
 AA5980'T-INTERSECTION. TURN LEFT AND PROCEED WEST FOR 0.1 MI (0.2 KM) TO THE
 AA5980'INTERSECTION WITH S.R. 970. TURN LEFT AND PROCEED WEST ON S.R. 970
 AA5980'(FIRST STREET) FOR 2.0 MI, PASSING THROUGH CLE ELUM, TO THE
 AA5980'INTERSECTION WITH ROSSETTI STREET.  TURN LEFT AND PROCEED SOUTH ON
 AA5980'ROSSETTI STREET (LATER FOURTH STREET) FOR 0.9 MI (1.4 KM) TO THE
 AA5980'T-INTERSECTION WITH LOWER PEOH POINT ROAD ON THE LEFT AND WESTSIDE
 AA5980'ROAD ON THE RIGHT. TURN RIGHT AND PROCEED WEST AND SOUTH ON WESTSIDE
 AA5980'ROAD FOR 2.0 MI (3.2 KM) TO THE INTERSECTION WITH MOHAR ROAD ON THE
 AA5980'LEFT. CONTINUE SOUTH ON RESERVOIR CANYON ROAD FOR 0.1 MI (0.2 KM) TO
 AA5980'THE INTERSECTION WITH F.R. 3350 ON THE LEFT. TURN LEFT AND PROCEED
 AA5980'SOUTH AND EAST ON F.R. 3350 FOR 6.5 MI (10.5 KM) TO THE INTERSECTION
 AA5980'WITH F.R. 119 ON THE LEFT. CONTINUE SOUTH AND EAST ON F.R. 3350 FOR
 AA5980'0.6 MI (1.0 KM) TO WHERE THE ROAD TURNS SHARPLY SOUTH, AND THE
 AA5980'INTERSECTION WITH F.R. 3352 ON THE LEFT. CONTINUE SOUTH ON F.R. 3350
 AA5980'FOR 1.0 MI (1.6 KM) TO A SIDE ROAD RIGHT, LEADING TO TANEUM POINT.
 AA5980'TURN RIGHT AND PROCEED SOUTH AND WEST ON THE SIDE ROAD FOR 0.1 MI (0.2
 AA5980'KM) TO THE STATION ON THE RIGHT. THE STATION IS A COUNTY OF KITTITAS
 AA5980'SURVEY DISK STAMPED "STN. 0091 1993", AND SET IN THE TOP OF A CONCRETE
 AA5980'MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE THE
 AA5980'GROUND LEVEL. THE DISK IS LOCATED 96.0 FT (29.3 M) WEST OF TWIN PINE
 AA5980'TREES WITH A NAIL AND BOTTLE CAP ON THE 2 FT (0.6 M) DIAMETER TRUNK,
 AA5980'33 FT (10.1 M) NORTH-NORTHEAST OF A CAMPFIRE FACILITY NEAR THE CENTER
 AA5980'OF A CUL-DE-SAC, 112 FT (34.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF A
 AA5980'ROAD RUNNING IN A NORTHERLY DIRECTION, AND 2 FT (0.6 M) SOUTH OF AN
 AA5980'ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5981 ***********************************************************************
 AA5981  DESIGNATION -  0092 1993
 AA5981  PID         -  AA5981
 AA5981  STATE/COUNTY-  WA/KITTITAS
 AA5981  USGS QUAD   -  TANEUM CANYON (1985)
 AA5981
 AA5981                         *CURRENT SURVEY CONTROL
 AA5981  ___________________________________________________________________
 AA5981* NAD 83(1998)-  47 06 34.92215(N)    120 51 44.95411(W)     ADJUSTED  
 AA5981* NAVD 88     -       813.0    (meters)    2667.     (feet)  GPS OBS   
 AA5981  ___________________________________________________________________
 AA5981  X           -  -2,231,101.365 (meters)                     COMP
 AA5981  Y           -  -3,733,443.717 (meters)                     COMP
 AA5981  Z           -   4,650,655.071 (meters)                     COMP
 AA5981  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 AA5981  ELLIP HEIGHT-         793.59  (meters)          (07/05/01) GPS OBS
 AA5981  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 AA5981
 AA5981  HORZ ORDER  -  FIRST
 AA5981  ELLP ORDER  -  FOURTH    CLASS II
 AA5981
 AA5981.The horizontal coordinates were established by GPS observations
 AA5981.and adjusted by the National Geodetic Survey in July 2001..
 AA5981.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5981.DATUM ITEM on the data sheet items page.
 AA5981
 AA5981.The orthometric height was determined by GPS observations and a
 AA5981.high-resolution geoid model.
 AA5981
 AA5981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5981
 AA5981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5981
 AA5981.The ellipsoidal height was determined by GPS observations
 AA5981.and is referenced to NAD 83.
 AA5981
 AA5981.The geoid height was determined by GEOID03.
 AA5981
 AA5981;                    North         East     Units Scale Factor Converg.
 AA5981;SPC WA S     -   197,511.381   472,488.442   MT  0.99995652   -0 15 47.9
 AA5981;SPC WA S     -   648,001.92  1,550,155.83   sFT  0.99995652   -0 15 47.9
 AA5981;UTM  10      - 5,219,571.652   662,170.003   MT  0.99992323   +1 33 59.1
 AA5981
 AA5981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5981!SPC WA S     -   0.99987562  x   0.99995652  =   0.99983215
 AA5981!UTM  10      -   0.99987562  x   0.99992323  =   0.99979886
 AA5981
 AA5981                          SUPERSEDED SURVEY CONTROL
 AA5981
 AA5981  NAD 83(1991)-  47 06 34.92065(N)    120 51 44.95478(W) AD(       ) 1
 AA5981  ELLIP H (06/21/95)  793.72   (m)                       GP(       ) 4 2
 AA5981
 AA5981.Superseded values are not recommended for survey control.
 AA5981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5981.See file dsdata.txt to determine how the superseded data were derived.
 AA5981
 AA5981_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6217019572(NAD 83)
 AA5981_MARKER: DD = SURVEY DISK
 AA5981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5981_STAMPING: STN. 0092 1993
 AA5981_MARK LOGO: WA-039
 AA5981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5981+STABILITY: SURFACE MOTION
 AA5981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5981+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5981
 AA5981  HISTORY     - Date     Condition        Report By
 AA5981  HISTORY     - 1993     MONUMENTED       MSI
 AA5981
 AA5981                          STATION DESCRIPTION
 AA5981
 AA5981'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5981'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5981'APPROXIMATELY 6.5 MI (10.5 KM) SOUTHEAST OF THE TOWN OF CLE ELUM, AND
 AA5981'15.5 MI (24.9 KM) WEST-NORTHWEST OF ELLENSBURG TOWN CENTER. TO REACH
 AA5981'THE STATION FROM THE EXIT 101 OVERPASS ON I-90, LOCATED JUST SOUTH OF
 AA5981'THE VILLAGE OF THORP, PROCEED SOUTH ON THE OVERPASS ROAD (THORP
 AA5981'HIGHWAY) FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH THORP CEMETARY
 AA5981'ROAD ON THE RIGHT. TURN RIGHT AND PROCEED NORTHWEST ON THORP CEMETARY
 AA5981'ROAD FOR 4.7 MI (7.6 KM) TO THE INTERSECTION WITH WEST TANEUM ROAD.
 AA5981'CONTINUE STRAIGHT AHEAD OVER A CATTLE GRATE ONTO WEST TANEUM ROAD, AND
 AA5981'PROCEED WEST ON WEST TANEUM ROAD FOR 6.1 MI (9.8 KM) , PAST THE TANEUM
 AA5981'CAMPGROUND ON THE LEFT, TO THE INTERSECTION WITH TANEUM CAMPGROUND
 AA5981'ROAD ON THE LEFT. TURN LEFT AND PROCEED WEST ON TANEUM CAMPGROUND ROAD
 AA5981'FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT, NEAR A DIRT TRACK
 AA5981'LEADING WEST. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED
 AA5981'"STN. 0092 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS
 AA5981'A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND LEVEL. THE
 AA5981'DISK IS LOCATED 17.0 FT (5.2 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 AA5981'TANEUM CAMPGROUND ROAD, 60.4 FT (18.4 M) WEST OF A 14 INCH DIAMETER
 AA5981'PINE TREE, 49.5 FT (15.1 M) NORTH-NORTHWEST OF THE CENTERLINE OF A
 AA5981'DIRT TRACK LEADING WEST, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE
 AA5981'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5982 ***********************************************************************
 AA5982  DESIGNATION -  0093 1993
 AA5982  PID         -  AA5982
 AA5982  STATE/COUNTY-  WA/KITTITAS
 AA5982  USGS QUAD   -  TANEUM CANYON (1985)
 AA5982
 AA5982                         *CURRENT SURVEY CONTROL
 AA5982  ___________________________________________________________________
 AA5982* NAD 83(1998)-  47 05 13.77812(N)    120 46 24.82795(W)     ADJUSTED  
 AA5982* NAVD 88     -       622.5    (meters)    2042.     (feet)  GPS OBS   
 AA5982  ___________________________________________________________________
 AA5982  X           -  -2,226,177.150 (meters)                     COMP
 AA5982  Y           -  -3,738,367.649 (meters)                     COMP
 AA5982  Z           -   4,648,809.324 (meters)                     COMP
 AA5982  LAPLACE CORR-          -9.23  (seconds)                    DEFLEC99
 AA5982  ELLIP HEIGHT-         602.83  (meters)          (07/05/01) GPS OBS
 AA5982  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 AA5982
 AA5982  HORZ ORDER  -  FIRST
 AA5982  ELLP ORDER  -  FOURTH    CLASS II
 AA5982
 AA5982.The horizontal coordinates were established by GPS observations
 AA5982.and adjusted by the National Geodetic Survey in July 2001..
 AA5982.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5982.DATUM ITEM on the data sheet items page.
 AA5982
 AA5982.The orthometric height was determined by GPS observations and a
 AA5982.high-resolution geoid model.
 AA5982
 AA5982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5982
 AA5982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5982
 AA5982.The ellipsoidal height was determined by GPS observations
 AA5982.and is referenced to NAD 83.
 AA5982
 AA5982.The geoid height was determined by GEOID03.
 AA5982
 AA5982;                    North         East     Units Scale Factor Converg.
 AA5982;SPC WA S     -   194,978.463   479,228.747   MT  0.99995299   -0 11 55.4
 AA5982;SPC WA S     -   639,691.84  1,572,269.65   sFT  0.99995299   -0 11 55.4
 AA5982;UTM  10      - 5,217,255.279   668,987.623   MT  0.99995098   +1 37 51.6
 AA5982
 AA5982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5982!SPC WA S     -   0.99990552  x   0.99995299  =   0.99985851
 AA5982!UTM  10      -   0.99990552  x   0.99995098  =   0.99985650
 AA5982
 AA5982                          SUPERSEDED SURVEY CONTROL
 AA5982
 AA5982  NAD 83(1991)-  47 05 13.77671(N)    120 46 24.82835(W) AD(       ) 1
 AA5982  ELLIP H (06/21/95)  602.96   (m)                       GP(       ) 4 2
 AA5982
 AA5982.Superseded values are not recommended for survey control.
 AA5982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5982.See file dsdata.txt to determine how the superseded data were derived.
 AA5982
 AA5982_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6898817255(NAD 83)
 AA5982_MARKER: DD = SURVEY DISK
 AA5982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5982_STAMPING: STN. 0093 1993
 AA5982_MARK LOGO: WA-039
 AA5982_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5982+STABILITY: SURFACE MOTION
 AA5982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5982+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 AA5982
 AA5982  HISTORY     - Date     Condition        Report By
 AA5982  HISTORY     - 1993     MONUMENTED       MSI
 AA5982  HISTORY     - 20050430 GOOD             GEOCAC
 AA5982
 AA5982                          STATION DESCRIPTION
 AA5982
 AA5982'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5982'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5982'APPROXIMATELY 9.5 MI (15.3 KM) SOUTHEAST OF THE TOWN OF CLE ELUM, AND
 AA5982'5.5 MI (8.9 KM) WEST-NORTHWEST OF THE VILLAGE OF THORP. TO REACH THE
 AA5982'STATION FROM THE EXIT 101 OVERPASS ON I-90, LOCATED JUST SOUTH OF THE
 AA5982'VILLAGE OF THORP, PROCEED SOUTH ON THE OVERPASS ROAD (THORP HIGHWAY)
 AA5982'FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH THORP CEMETARY ROAD ON
 AA5982'THE RIGHT. TURN RIGHT AND PROCEED NORTHWEST ON THORP CEMETARY ROAD FOR
 AA5982'4.7 MI (7.6 KM) TO THE INTERSECTION WITH WEST TANEUM ROAD. CONTINUE
 AA5982'STRAIGHT AHEAD OVER A CATTLE GRATE ONTO WEST TANEUM ROAD, AND PROCEED
 AA5982'WEST ON TANEUM ROAD FOR 1.5 MI (2.4 KM) TO THE STATION ON THE RIGHT,
 AA5982'ON A BEND, AND AT THE TOP OF A 6 FT (1.8 M) BANK. THE STATION IS A
 AA5982'COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0093 1993", AND SET IN
 AA5982'THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND
 AA5982'PROJECTS 3 INCHES ABOVE THE GROUND LEVEL. THE DISK IS LOCATED 30.1 FT
 AA5982'(9.2 M) NORTHWEST OF THE CENTERLINE OF TANEUM ROAD, 28.5 FT (8.7 M)
 AA5982'WEST OF TELEPHONE PEDESTAL NO. RA137, 74 FT (22.6 M) NORTHWEST OF A
 AA5982'FENCEPOST LOCATED NORTH OF THE EASTERN GATEPOST AT A ROAD LEADING TO A
 AA5982'RANCH, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE CARSONITE WITNESS MARKER.
 AA5982
 AA5982                          STATION RECOVERY (2005)
 AA5982
 AA5982'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 AA5982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5983 ***********************************************************************
 AA5983  DESIGNATION -  0095 1993
 AA5983  PID         -  AA5983
 AA5983  STATE/COUNTY-  WA/KITTITAS
 AA5983  USGS QUAD   -  SWAUK PRAIRIE (1985)
 AA5983
 AA5983                         *CURRENT SURVEY CONTROL
 AA5983  ___________________________________________________________________
 AA5983* NAD 83(1998)-  47 07 33.75269(N)    120 42 55.46879(W)     ADJUSTED  
 AA5983* NAVD 88     -       714.5    (meters)    2344.     (feet)  GPS OBS   
 AA5983  ___________________________________________________________________
 AA5983  X           -  -2,220,795.851 (meters)                     COMP
 AA5983  Y           -  -3,737,956.303 (meters)                     COMP
 AA5983  Z           -   4,651,819.177 (meters)                     COMP
 AA5983  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AA5983  ELLIP HEIGHT-         694.87  (meters)          (07/05/01) GPS OBS
 AA5983  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 AA5983
 AA5983  HORZ ORDER  -  FIRST
 AA5983  ELLP ORDER  -  FOURTH    CLASS II
 AA5983
 AA5983.The horizontal coordinates were established by GPS observations
 AA5983.and adjusted by the National Geodetic Survey in July 2001..
 AA5983.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5983.DATUM ITEM on the data sheet items page.
 AA5983
 AA5983.The orthometric height was determined by GPS observations and a
 AA5983.high-resolution geoid model.
 AA5983
 AA5983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5983
 AA5983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5983
 AA5983.The ellipsoidal height was determined by GPS observations
 AA5983.and is referenced to NAD 83.
 AA5983
 AA5983.The geoid height was determined by GEOID03.
 AA5983
 AA5983;                    North         East     Units Scale Factor Converg.
 AA5983;SPC WA S     -   199,287.176   483,656.185   MT  0.99995918   -0 09 23.3
 AA5983;SPC WA S     -   653,828.01  1,586,795.33   sFT  0.99995918   -0 09 23.3
 AA5983;UTM  10      - 5,221,703.231   673,275.192   MT  0.99996901   +1 40 28.9
 AA5983
 AA5983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5983!SPC WA S     -   0.99989109  x   0.99995918  =   0.99985028
 AA5983!UTM  10      -   0.99989109  x   0.99996901  =   0.99986011
 AA5983
 AA5983                          SUPERSEDED SURVEY CONTROL
 AA5983
 AA5983  NAD 83(1991)-  47 07 33.75129(N)    120 42 55.46911(W) AD(       ) 1
 AA5983  ELLIP H (06/21/95)  694.99   (m)                       GP(       ) 4 2
 AA5983
 AA5983.Superseded values are not recommended for survey control.
 AA5983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5983.See file dsdata.txt to determine how the superseded data were derived.
 AA5983
 AA5983_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7327521703(NAD 83)
 AA5983_MARKER: DD = SURVEY DISK
 AA5983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5983_STAMPING: STN. 0095 1993
 AA5983_MARK LOGO: WA-039
 AA5983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5983+STABILITY: SURFACE MOTION
 AA5983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5983+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5983
 AA5983  HISTORY     - Date     Condition        Report By
 AA5983  HISTORY     - 1993     MONUMENTED       MSI
 AA5983
 AA5983                          STATION DESCRIPTION
 AA5983
 AA5983'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5983'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5983'APPROXIMATELY 10.3 MI (16.6 KM) EAST-SOUTHEAST OF THE TOWN OF CLE
 AA5983'ELUM, AND 4.8 MI (7.7 KM) NORTHWEST OF THE VILLAGE OF THORP. TO REACH
 AA5983'THE STATION FROM THE INTERSECTION OF U.S. 97 AND S.R. 970, EAST OF CLE
 AA5983'ELUM, PROCEED SOUTH ON U.S. 97 FOR 1.7 MI (2.7 KM) TO THE INTERSECTION
 AA5983'WITH BETTAS ROAD ON THE RIGHT. TURN RIGHT AND PROCEED SOUTH ON BETTAS
 AA5983'ROAD FOR 2.6 MI (4.2 KM) TO THE INTERSECTION WITH HAYWARD ROAD. BEAR
 AA5983'RIGHT ONTO HAYWARD ROAD, AND PROCEED SOUTH ON HAYWARD ROAD FOR 1.5 MI
 AA5983'(2.4 KM) TO THE STATION ON THE LEFT, APPROXIMATELY 0.1 MI (0.2 KM)
 AA5983'NORTH OF A LONE TREE. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK
 AA5983'STAMPED "STN. 0095 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT
 AA5983'WHICH HAS A 10 INCH DIAMETER AND PROJECTS 6 INCHES ABOVE GROUND LEVEL.
 AA5983'THE DISK IS LOCATED 4.3 FT (1.3 M) SOUTHWEST OF A FENCELINE, 26.0 FT
 AA5983'(7.9 M) NORTHEAST OF THE CENTERLINE OF HAYWARD ROAD, AND 2.0 FT (0.6
 AA5983'M) SOUTH OF AN ORANGE CARSONITE WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5984 ***********************************************************************
 AA5984  DESIGNATION -  0096 1993
 AA5984  PID         -  AA5984
 AA5984  STATE/COUNTY-  WA/KITTITAS
 AA5984  USGS QUAD   -  SWAUK PRAIRIE (1985)
 AA5984
 AA5984                         *CURRENT SURVEY CONTROL
 AA5984  ___________________________________________________________________
 AA5984* NAD 83(1998)-  47 12 12.42427(N)    120 42 27.65931(W)     ADJUSTED  
 AA5984* NAVD 88     -       671.7    (meters)    2204.     (feet)  GPS OBS   
 AA5984  ___________________________________________________________________
 AA5984  X           -  -2,217,054.160 (meters)                     COMP
 AA5984  Y           -  -3,732,804.437 (meters)                     COMP
 AA5984  Z           -   4,657,639.762 (meters)                     COMP
 AA5984  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 AA5984  ELLIP HEIGHT-         652.48  (meters)          (07/05/01) GPS OBS
 AA5984  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 AA5984
 AA5984  HORZ ORDER  -  FIRST
 AA5984  ELLP ORDER  -  FOURTH    CLASS II
 AA5984
 AA5984.The horizontal coordinates were established by GPS observations
 AA5984.and adjusted by the National Geodetic Survey in July 2001..
 AA5984.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5984.DATUM ITEM on the data sheet items page.
 AA5984
 AA5984.The orthometric height was determined by GPS observations and a
 AA5984.high-resolution geoid model.
 AA5984
 AA5984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5984
 AA5984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5984
 AA5984.The ellipsoidal height was determined by GPS observations
 AA5984.and is referenced to NAD 83.
 AA5984
 AA5984.The geoid height was determined by GEOID03.
 AA5984
 AA5984;                    North         East     Units Scale Factor Converg.
 AA5984;SPC WA S     -   207,891.128   484,264.956   MT  0.99997288   -0 09 03.1
 AA5984;SPC WA S     -   682,056.14  1,588,792.61   sFT  0.99997288   -0 09 03.1
 AA5984;UTM  10      - 5,230,322.281   673,608.558   MT  0.99997043   +1 40 56.8
 AA5984
 AA5984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5984!SPC WA S     -   0.99989774  x   0.99997288  =   0.99987062
 AA5984!UTM  10      -   0.99989774  x   0.99997043  =   0.99986817
 AA5984
 AA5984                          SUPERSEDED SURVEY CONTROL
 AA5984
 AA5984  NAD 83(1991)-  47 12 12.42282(N)    120 42 27.65986(W) AD(       ) 1
 AA5984  ELLIP H (06/21/95)  652.61   (m)                       GP(       ) 4 2
 AA5984
 AA5984.Superseded values are not recommended for survey control.
 AA5984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5984.See file dsdata.txt to determine how the superseded data were derived.
 AA5984
 AA5984_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7360930322(NAD 83)
 AA5984_MARKER: DD = SURVEY DISK
 AA5984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5984_STAMPING: STN. 0096 1993
 AA5984_MARK LOGO: WA-039
 AA5984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5984+STABILITY: SURFACE MOTION
 AA5984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5984+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5984
 AA5984  HISTORY     - Date     Condition        Report By
 AA5984  HISTORY     - 1993     MONUMENTED       MSI
 AA5984  HISTORY     - 20050520 GOOD             USPSQD
 AA5984
 AA5984                          STATION DESCRIPTION
 AA5984
 AA5984'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5984'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5984'APPROXIMATELY 9.5 MI (15.3 KM) EAST OF THE TOWN OF CLE ELUM, AND 4.0
 AA5984'MI (6.4 KM) SOUTHWEST OF THE VILLAGE OF LIBERTY. THE STATION IS
 AA5984'LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF U.S. 97 AND
 AA5984'S.R. 970. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED
 AA5984'"STN. 0096 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS
 AA5984'A 10 INCH DIAMETER AND PROJECTS 6 INCHES ABOVE GROUND LEVEL. THE DISK
 AA5984'IS LOCATED 45.5 FT (13.9 M) NORTHEAST OF THE CENTERLINE OF U.S. 97
 AA5984'SOUTH, 100.0 FT (30.5 M) SOUTHEAST OF THE CENTERLINE OF U.S. 97 NORTH,
 AA5984'15 FT (4.6 M) SOUTH-SOUTHEAST OF THE CENTER OF A TELEPHONE MANHOLE,
 AA5984'AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 AA5984
 AA5984                          STATION RECOVERY (2005)
 AA5984
 AA5984'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 AA5984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5985 ***********************************************************************
 AA5985  DESIGNATION -  0097 1993
 AA5985  PID         -  AA5985
 AA5985  STATE/COUNTY-  WA/KITTITAS
 AA5985  USGS QUAD   -  SWAUK PRAIRIE (1985)
 AA5985
 AA5985                         *CURRENT SURVEY CONTROL
 AA5985  ___________________________________________________________________
 AA5985* NAD 83(1998)-  47 14 36.39671(N)    120 41 50.45728(W)     ADJUSTED  
 AA5985* NAVD 88     -       736.1    (meters)    2415.     (feet)  GPS OBS   
 AA5985  ___________________________________________________________________
 AA5985  X           -  -2,214,737.068 (meters)                     COMP
 AA5985  Y           -  -3,730,435.469 (meters)                     COMP
 AA5985  Z           -   4,660,707.093 (meters)                     COMP
 AA5985  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AA5985  ELLIP HEIGHT-         717.11  (meters)          (07/05/01) GPS OBS
 AA5985  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 AA5985
 AA5985  HORZ ORDER  -  FIRST
 AA5985  ELLP ORDER  -  FOURTH    CLASS II
 AA5985
 AA5985.The horizontal coordinates were established by GPS observations
 AA5985.and adjusted by the National Geodetic Survey in July 2001..
 AA5985.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5985.DATUM ITEM on the data sheet items page.
 AA5985
 AA5985.The orthometric height was determined by GPS observations and a
 AA5985.high-resolution geoid model.
 AA5985
 AA5985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5985
 AA5985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5985
 AA5985.The ellipsoidal height was determined by GPS observations
 AA5985.and is referenced to NAD 83.
 AA5985
 AA5985.The geoid height was determined by GEOID03.
 AA5985
 AA5985;                    North         East     Units Scale Factor Converg.
 AA5985;SPC WA S     -   212,335.157   485,059.023   MT  0.99998067   -0 08 36.1
 AA5985;SPC WA S     -   696,636.26  1,591,397.81   sFT  0.99998067   -0 08 36.1
 AA5985;UTM  10      - 5,234,789.424   674,259.997   MT  0.99997321   +1 41 28.1
 AA5985
 AA5985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5985!SPC WA S     -   0.99988761  x   0.99998067  =   0.99986828
 AA5985!UTM  10      -   0.99988761  x   0.99997321  =   0.99986082
 AA5985
 AA5985                          SUPERSEDED SURVEY CONTROL
 AA5985
 AA5985  NAD 83(1991)-  47 14 36.39525(N)    120 41 50.45788(W) AD(       ) 1
 AA5985  ELLIP H (06/21/95)  717.24   (m)                       GP(       ) 4 2
 AA5985
 AA5985.Superseded values are not recommended for survey control.
 AA5985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5985.See file dsdata.txt to determine how the superseded data were derived.
 AA5985
 AA5985_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7426034789(NAD 83)
 AA5985_MARKER: DD = SURVEY DISK
 AA5985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5985_STAMPING: STN. 0097 1993
 AA5985_MARK LOGO: WA-039
 AA5985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5985+STABILITY: SURFACE MOTION
 AA5985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5985+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5985
 AA5985  HISTORY     - Date     Condition        Report By
 AA5985  HISTORY     - 1993     MONUMENTED       MSI
 AA5985
 AA5985                          STATION DESCRIPTION
 AA5985
 AA5985'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5985'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5985'APPROXIMATELY 11.0 MI (17.7 KM) EAST OF THE TOWN OF CLE ELUM, AND 1.5
 AA5985'MI (2.4 KM) SOUTHWEST OF THE VILLAGE OF LIBERTY. TO REACH THE STATION
 AA5985'FROM THE INTERSECTION OF U.S. 97 AND S.R. 970, PROCEED NORTH ON U.S.
 AA5985'97 FOR 3.1 MI (5.0 KM) TO THE INTERSECTION WITH LIBERTY ROAD ON THE
 AA5985'RIGHT, AND THE STATION IN THE NORTHEAST CORNER OF THE INTERSECTION.
 AA5985'THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0097
 AA5985'1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH
 AA5985'DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED
 AA5985'62.2 FT (19.0 M) EAST-NORTHEAST OF THE CENTERLINE OF U.S. 97, 9.9 FT
 AA5985'(3.0 M) NORTH-NORTHEAST OF A TELEPHONE PEDESTAL, 38.0 FT (11.6 M)
 AA5985'NORTH-NORTHWEST OF THE CENTER OF A TELEPHONE MANHOLE, 76.0 FT (23.2 M)
 AA5985'NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE OVER MILL CREEK ON
 AA5985'LIBERTY ROAD, AND 2.5 FT (0.8 M) SOUTH OF AN ORANGE CARSONITE WITNESS
 AA5985'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5986 ***********************************************************************
 AA5986  DESIGNATION -  0099 1993
 AA5986  PID         -  AA5986
 AA5986  STATE/COUNTY-  WA/KITTITAS
 AA5986  USGS QUAD   -  BLEWETT PASS (1989)
 AA5986
 AA5986                         *CURRENT SURVEY CONTROL
 AA5986  ___________________________________________________________________
 AA5986* NAD 83(1998)-  47 19 57.89319(N)    120 34 45.21504(W)     ADJUSTED  
 AA5986* NAVD 88     -      1297.7    (meters)    4258.     (feet)  GPS OBS   
 AA5986  ___________________________________________________________________
 AA5986  X           -  -2,203,523.576 (meters)                     COMP
 AA5986  Y           -  -3,729,039.968 (meters)                     COMP
 AA5986  Z           -   4,667,855.657 (meters)                     COMP
 AA5986  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AA5986  ELLIP HEIGHT-        1278.97  (meters)          (07/05/01) GPS OBS
 AA5986  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 AA5986
 AA5986  HORZ ORDER  -  FIRST
 AA5986  ELLP ORDER  -  FOURTH    CLASS II
 AA5986
 AA5986.The horizontal coordinates were established by GPS observations
 AA5986.and adjusted by the National Geodetic Survey in July 2001..
 AA5986.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5986.DATUM ITEM on the data sheet items page.
 AA5986
 AA5986.The orthometric height was determined by GPS observations and a
 AA5986.high-resolution geoid model.
 AA5986
 AA5986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5986
 AA5986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5986
 AA5986.The ellipsoidal height was determined by GPS observations
 AA5986.and is referenced to NAD 83.
 AA5986
 AA5986.The geoid height was determined by GEOID03.
 AA5986
 AA5986;                    North         East     Units Scale Factor Converg.
 AA5986;SPC WA S     -   222,247.942   494,011.870   MT  0.99999987   -0 03 27.2
 AA5986;SPC WA S     -   729,158.46  1,620,770.61   sFT  0.99999987   -0 03 27.2
 AA5986;UTM  10      - 5,244,984.014   682,890.629   MT  1.00001109   +1 46 49.8
 AA5986
 AA5986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5986!SPC WA S     -   0.99979957  x   0.99999987  =   0.99979944
 AA5986!UTM  10      -   0.99979957  x   1.00001109  =   0.99981066
 AA5986
 AA5986                          SUPERSEDED SURVEY CONTROL
 AA5986
 AA5986  NAD 83(1991)-  47 19 57.89172(N)    120 34 45.21562(W) AD(       ) 1
 AA5986  ELLIP H (06/21/95) 1279.11   (m)                       GP(       ) 4 2
 AA5986
 AA5986.Superseded values are not recommended for survey control.
 AA5986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5986.See file dsdata.txt to determine how the superseded data were derived.
 AA5986
 AA5986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8289144984(NAD 83)
 AA5986_MARKER: DD = SURVEY DISK
 AA5986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5986_STAMPING: STN. 009 1993
 AA5986_MARK LOGO: WA-039
 AA5986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5986+STABILITY: SURFACE MOTION
 AA5986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5986+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5986
 AA5986  HISTORY     - Date     Condition        Report By
 AA5986  HISTORY     - 1993     MONUMENTED       MSI
 AA5986
 AA5986                          STATION DESCRIPTION
 AA5986
 AA5986'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5986'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5986'APPROXIMATELY 17.8 MI (28.6 KM) NORTHEAST OF THE TOWN OF CLE ELUM, AND
 AA5986'6.5 MI (10.5 KM) NORTH-NORTHEAST OF THE VILLAGE OF LIBERTY, NEAR THE
 AA5986'TOP OF SWAUK PASS. TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AA5986'97 AND S.R. 970, PROCEED NORTH ON U.S. 97 FOR 14.3 MI (23.0 KM) TO A
 AA5986'SIDE ROAD RIGHT (ENTRANCE TO SNO PARK AT THE TOP OF SWAUK PASS), JUST
 AA5986'BEFORE CROSSING THE COUNTY LINE. TURN RIGHT AND PROCEED SOUTH ON THE
 AA5986'SIDE ROAD FOR 0.4 MI (0.6 KM) TO A PARKING AREA ON THE RIGHT. TURN
 AA5986'RIGHT INTO THE PARKING AREA AND PROCEED ACROSS THE AREA TO THE STATION
 AA5986'ON THE WEST END. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK
 AA5986'STAMPED "STN. 0099 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT
 AA5986'WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 AA5986'THE DISK IS LOCATED APPROXIMATELY 280 FT (85.3 M) WEST OF A SIGN
 AA5986'READING "WELCOME TO WENATCHEE NATIONAL FOREST", 42 FT (12.8 M)
 AA5986'WEST-NORTHWEST OF THE CENTERLINE OF THE GRAVEL ROADWAY, AND 2.0 FT
 AA5986'(0.6 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5987 ***********************************************************************
 AA5987  DESIGNATION -  0100 1993
 AA5987  PID         -  AA5987
 AA5987  STATE/COUNTY-  WA/KITTITAS
 AA5987  USGS QUAD   -  REECER CANYON (1985)
 AA5987
 AA5987                         *CURRENT SURVEY CONTROL
 AA5987  ___________________________________________________________________
 AA5987* NAD 83(1998)-  47 11 44.48077(N)    120 35 11.42964(W)     ADJUSTED  
 AA5987* NAVD 88     -      1512.0    (meters)    4961.     (feet)  GPS OBS   
 AA5987  ___________________________________________________________________
 AA5987  X           -  -2,209,767.483 (meters)                     COMP
 AA5987  Y           -  -3,738,521.660 (meters)                     COMP
 AA5987  Z           -   4,657,669.966 (meters)                     COMP
 AA5987  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 AA5987  ELLIP HEIGHT-        1492.89  (meters)          (07/05/01) GPS OBS
 AA5987  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 AA5987
 AA5987  HORZ ORDER  -  FIRST
 AA5987  ELLP ORDER  -  FOURTH    CLASS II
 AA5987
 AA5987.The horizontal coordinates were established by GPS observations
 AA5987.and adjusted by the National Geodetic Survey in July 2001..
 AA5987.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5987.DATUM ITEM on the data sheet items page.
 AA5987
 AA5987.The orthometric height was determined by GPS observations and a
 AA5987.high-resolution geoid model.
 AA5987
 AA5987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5987
 AA5987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5987
 AA5987.The ellipsoidal height was determined by GPS observations
 AA5987.and is referenced to NAD 83.
 AA5987
 AA5987.The geoid height was determined by GEOID03.
 AA5987
 AA5987;                    North         East     Units Scale Factor Converg.
 AA5987;SPC WA S     -   207,011.084   493,444.780   MT  0.99997142   -0 03 46.2
 AA5987;SPC WA S     -   679,168.86  1,618,910.08   sFT  0.99997142   -0 03 46.2
 AA5987;UTM  10      - 5,229,736.416   682,812.010   MT  1.00001075   +1 46 16.4
 AA5987
 AA5987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5987!SPC WA S     -   0.99976605  x   0.99997142  =   0.99973748
 AA5987!UTM  10      -   0.99976605  x   1.00001075  =   0.99977680
 AA5987
 AA5987                          SUPERSEDED SURVEY CONTROL
 AA5987
 AA5987  NAD 83(1991)-  47 11 44.47935(N)    120 35 11.43006(W) AD(       ) 1
 AA5987  ELLIP H (06/21/95) 1493.02   (m)                       GP(       ) 4 2
 AA5987
 AA5987.Superseded values are not recommended for survey control.
 AA5987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5987.See file dsdata.txt to determine how the superseded data were derived.
 AA5987
 AA5987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8281229736(NAD 83)
 AA5987_MARKER: DD = SURVEY DISK
 AA5987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5987_STAMPING: STN. 0100 1993
 AA5987_MARK LOGO: WA-039
 AA5987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5987+STABILITY: SURFACE MOTION
 AA5987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5987+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5987
 AA5987  HISTORY     - Date     Condition        Report By
 AA5987  HISTORY     - 1993     MONUMENTED       MSI
 AA5987
 AA5987                          STATION DESCRIPTION
 AA5987
 AA5987'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5987'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5987'APPROXIMATELY 12.7 MI (20.4 KM) NORTH-NORTHWEST OF ELLNSBURG TOWN
 AA5987'CENTER, AND 15.0 MI (24.1 KM) EAST OF THE TOWN OF CLE ELUM.  TO REACH
 AA5987'THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED NORTH ON
 AA5987'WATER STREET FOR 0.65 MI (1.05 KM) TO THE INTERSECTION WITH FIFTEENTH
 AA5987'AVENUE. TURN LEFT AND PROCEED WEST ON FIFTEENTH AVENUE FOR 0.5 MI (0.8
 AA5987'KM) TO WHERE THE ROAD BENDS TO THE RIGHT. BEAR RIGHT AND PROCEED
 AA5987'NORTHWEST ON DRY CREEK ROAD FOR 0.7 MI (1.1 KM) TO THE INTERSECTION
 AA5987'WITH REECER CREEK ROAD ON THE RIGHT. BEAR RIGHT AND PROCEED NORTH ON
 AA5987'REECER CREEK ROAD FOR 4.55 MI (7.32 KM) TO WHERE THE ROAD BENDS LEFT,
 AA5987'AND THE INTERSECTION WITH ROBBINS ROAD ON THE RIGHT. BEAR LEFT AND
 AA5987'CONTINUE NORTH AND THEN WEST ON REECER CREEK ROAD FOR 3.8 MI (6.1 KM)
 AA5987'TO THE INTERSECTION WITH LOWER GREEN CANYON ROAD ON THE LEFT. CONTINUE
 AA5987'WEST AND THEN NORTH ON REECER CREEK ROAD FOR 8.2 MI (13.2 KM) TO THE
 AA5987'STATION ON THE LEFT, JUST PAST AN UNMARKED SIDE ROAD TO THE RIGHT. THE
 AA5987'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0100 1993",
 AA5987'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5987'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 66.5 FT
 AA5987'(20.3 M) WEST OF THE CENTERLINE OF REECER CREEK ROAD, 232 FT (70.7 M)
 AA5987'SOUTH OF A LARGE SPRUCE TREE, AND 2.0 FT (0.6 M) EAST OF AN ORANGE
 AA5987'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5988 ***********************************************************************
 AA5988  DESIGNATION -  0101 1993
 AA5988  PID         -  AA5988
 AA5988  STATE/COUNTY-  WA/KITTITAS
 AA5988  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AA5988
 AA5988                         *CURRENT SURVEY CONTROL
 AA5988  ___________________________________________________________________
 AA5988* NAD 83(1998)-  47 06 09.60978(N)    120 36 11.14713(W)     ADJUSTED  
 AA5988* NAVD 88     -       628.4    (meters)    2062.     (feet)  GPS OBS   
 AA5988  ___________________________________________________________________
 AA5988  X           -  -2,214,403.902 (meters)                     COMP
 AA5988  Y           -  -3,743,890.717 (meters)                     COMP
 AA5988  Z           -   4,649,987.456 (meters)                     COMP
 AA5988  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AA5988  ELLIP HEIGHT-         608.62  (meters)          (07/05/01) GPS OBS
 AA5988  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 AA5988
 AA5988  HORZ ORDER  -  FIRST
 AA5988  ELLP ORDER  -  FOURTH    CLASS II
 AA5988
 AA5988.The horizontal coordinates were established by GPS observations
 AA5988.and adjusted by the National Geodetic Survey in July 2001..
 AA5988.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5988.DATUM ITEM on the data sheet items page.
 AA5988
 AA5988.The orthometric height was determined by GPS observations and a
 AA5988.high-resolution geoid model.
 AA5988
 AA5988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5988
 AA5988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5988
 AA5988.The ellipsoidal height was determined by GPS observations
 AA5988.and is referenced to NAD 83.
 AA5988
 AA5988.The geoid height was determined by GEOID03.
 AA5988
 AA5988;                    North         East     Units Scale Factor Converg.
 AA5988;SPC WA S     -   196,671.633   492,174.283   MT  0.99995540   -0 04 29.6
 AA5988;SPC WA S     -   645,246.85  1,614,741.79   sFT  0.99995540   -0 04 29.6
 AA5988;UTM  10      - 5,219,361.152   681,872.781   MT  1.00000655   +1 45 23.0
 AA5988
 AA5988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5988!SPC WA S     -   0.99990461  x   0.99995540  =   0.99986001
 AA5988!UTM  10      -   0.99990461  x   1.00000655  =   0.99991116
 AA5988
 AA5988                          SUPERSEDED SURVEY CONTROL
 AA5988
 AA5988  NAD 83(1991)-  47 06 09.60842(N)    120 36 11.14722(W) AD(       ) 1
 AA5988  ELLIP H (06/21/95)  608.74   (m)                       GP(       ) 4 2
 AA5988
 AA5988.Superseded values are not recommended for survey control.
 AA5988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5988.See file dsdata.txt to determine how the superseded data were derived.
 AA5988
 AA5988_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8187319361(NAD 83)
 AA5988_MARKER: DD = SURVEY DISK
 AA5988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5988_STAMPING: STN. 0101 1993
 AA5988_MARK LOGO: WA-039
 AA5988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5988+STABILITY: SURFACE MOTION
 AA5988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5988+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5988
 AA5988  HISTORY     - Date     Condition        Report By
 AA5988  HISTORY     - 1993     MONUMENTED       MSI
 AA5988
 AA5988                          STATION DESCRIPTION
 AA5988
 AA5988'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5988'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5988'APPROXIMATELY 7.0 MI (11.3 KM) NORTH-NORTHWEST OF ELLNSBURG TOWN
 AA5988'CENTER, AND 4.0 MI (6.4 KM) NORTHEAST OF THE VILLAGE OF THORP. TO
 AA5988'REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED
 AA5988'NORTH ON WATER STREET FOR 0.65 MI (1.05 KM) TO THE INTERSECTION WITH
 AA5988'FIFTEENTH AVENUE. TURN LEFT AND PROCEED WEST ON FIFTEENTH AVENUE FOR
 AA5988'0.5 MI (0.8 KM) TO WHERE THE ROAD BENDS TO THE RIGHT. BEAR RIGHT AND
 AA5988'PROCEED NORTHWEST ON DRY CREEK ROAD FOR 0.7 MI (1.1 KM) TO THE
 AA5988'INTERSECTION WITH REECER CREEK ROAD ON THE RIGHT. BEAR RIGHT AND
 AA5988'PROCEED NORTH ON REECER CREEK ROAD FOR 4.55 MI (7.32 KM) TO WHERE THE
 AA5988'ROAD BENDS LEFT, AND THE INTERSECTION WITH ROBBINS ROAD ON THE RIGHT.
 AA5988'BEAR LEFT AND CONTINUE NORTH ON REECER CREEK ROAD FOR 1.85 MI (2.98
 AA5988'KM) TO THE INTERSECTION WITH SMITHSON ROAD. TURN LEFT AND PROCEED WEST
 AA5988'ON SMITHSON ROAD FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH LOWER
 AA5988'GREEN CANYON ROAD, AND THE STATION IN THE SOUTHEAST CORNER OF THE
 AA5988'INTERSECTION. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED
 AA5988'"STN. 0101 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS
 AA5988'A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK
 AA5988'IS LOCATED 9.0 FT (2.7 M) EAST OF THE CENTER OF THE SOUTH END OF A
 AA5988'CULVERT PASSING UNDER SMITHSON ROAD, 2.8 FT (0.9 M) NORTH OF A
 AA5988'FENCELINE, 24.3 FT (7.4 M) SOUTH OF THE CENTERLINE OF SMITHSON ROAD,
 AA5988'52.4 FT (16.0 M) EAST OF THE CENTERLINE OF LOWER GREEN CANYON ROAD,
 AA5988'AND 2.0 FT (0.6 M) NORTH OF AN ORANGE CARSONITE WITNESS MARKER. NOTE -
 AA5988'STATION IS INTERVISIBLE WITH "0186 1993".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5989 ***********************************************************************
 AA5989  DESIGNATION -  0103 1993
 AA5989  PID         -  AA5989
 AA5989  STATE/COUNTY-  WA/KITTITAS
 AA5989  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AA5989
 AA5989                         *CURRENT SURVEY CONTROL
 AA5989  ___________________________________________________________________
 AA5989* NAD 83(1998)-  47 04 46.86193(N)    120 34 26.27669(W)     ADJUSTED  
 AA5989* NAVD 88     -       566.9    (meters)    1860.     (feet)  GPS OBS   
 AA5989  ___________________________________________________________________
 AA5989  X           -  -2,213,430.876 (meters)                     COMP
 AA5989  Y           -  -3,746,591.542 (meters)                     COMP
 AA5989  Z           -   4,648,202.376 (meters)                     COMP
 AA5989  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AA5989  ELLIP HEIGHT-         546.98  (meters)          (07/05/01) GPS OBS
 AA5989  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 AA5989
 AA5989  HORZ ORDER  -  FIRST
 AA5989  ELLP ORDER  -  FOURTH    CLASS II
 AA5989
 AA5989.The horizontal coordinates were established by GPS observations
 AA5989.and adjusted by the National Geodetic Survey in July 2001..
 AA5989.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5989.DATUM ITEM on the data sheet items page.
 AA5989
 AA5989.The orthometric height was determined by GPS observations and a
 AA5989.high-resolution geoid model.
 AA5989
 AA5989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5989
 AA5989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5989
 AA5989.The ellipsoidal height was determined by GPS observations
 AA5989.and is referenced to NAD 83.
 AA5989
 AA5989.The geoid height was determined by GEOID03.
 AA5989
 AA5989;                    North         East     Units Scale Factor Converg.
 AA5989;SPC WA S     -   194,113.911   494,383.102   MT  0.99995185   -0 03 13.4
 AA5989;SPC WA S     -   636,855.39  1,621,988.56   sFT  0.99995185   -0 03 13.4
 AA5989;UTM  10      - 5,216,875.168   684,162.331   MT  1.00001685   +1 46 37.5
 AA5989
 AA5989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5989!SPC WA S     -   0.99991427  x   0.99995185  =   0.99986612
 AA5989!UTM  10      -   0.99991427  x   1.00001685  =   0.99993112
 AA5989
 AA5989                          SUPERSEDED SURVEY CONTROL
 AA5989
 AA5989  NAD 83(1991)-  47 04 46.86056(N)    120 34 26.27673(W) AD(       ) 1
 AA5989  ELLIP H (06/21/95)  547.11   (m)                       GP(       ) 4 2
 AA5989
 AA5989.Superseded values are not recommended for survey control.
 AA5989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5989.See file dsdata.txt to determine how the superseded data were derived.
 AA5989
 AA5989_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8416216875(NAD 83)
 AA5989_MARKER: DD = SURVEY DISK
 AA5989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5989_STAMPING: STN. 0103 1993
 AA5989_MARK LOGO: WA-039
 AA5989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5989+STABILITY: SURFACE MOTION
 AA5989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5989+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5989
 AA5989  HISTORY     - Date     Condition        Report By
 AA5989  HISTORY     - 1993     MONUMENTED       MSI
 AA5989
 AA5989                          STATION DESCRIPTION
 AA5989
 AA5989'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5989'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5989'APPROXIMATELY 7.0 MI (11.3 KM) NORTH-NORTHWEST OF ELLNSBURG TOWN
 AA5989'CENTER, AND 4.0 MI (6.4 KM) NORTHEAST OF THE VILLAGE OF THORP. TO
 AA5989'REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED
 AA5989'NORTH ON WATER STREET FOR 0.65 MI (1.05 KM) TO THE INTERSECTION WITH
 AA5989'FIFTEENTH AVENUE. TURN LEFT AND PROCEED WEST ON FIFTEENTH AVENUE FOR
 AA5989'0.5 MI (0.8 KM) TO WHERE THE ROAD BENDS TO THE RIGHT. BEAR RIGHT AND
 AA5989'PROCEED NORTHWEST ON DRY CREEK ROAD FOR 0.7 MI (1.1 KM) TO THE
 AA5989'INTERSECTION WITH REECER CREEK ROAD ON THE RIGHT. BEAR RIGHT AND
 AA5989'PROCEED NORTH ON REECER CREEK ROAD FOR 4.55 MI (7.32 KM) TO WHERE THE
 AA5989'ROAD BENDS LEFT, AND THE STATION ON THE RIGHT, JUST PAST THE
 AA5989'INTERSECTION WITH ROBBINS ROAD ON THE RIGHT. THE STATION IS A COUNTY
 AA5989'OF KITTITAS SURVEY DISK STAMPED "STN. 0103 1993", AND SET IN THE TOP
 AA5989'OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND IS FLUSH WITH
 AA5989'GROUND LEVEL. THE DISK IS LOCATED 34.0 FT (10.4 M) SOUTHEAST OF
 AA5989'TELEPHONE PEDESTAL NO. B165, 34.6 FT (10.5 M) SOUTH-SOUTHEAST OF
 AA5989'TELEPHONE PEDESTAL NO. 40-2, 29.3 FT (8.9 M) SOUTH WEST OF THE SOUTH
 AA5989'WEST CORNER OF THE FIRE STATION NO. 5 BUILDING, AND 1.9 FT (0.6 M)
 AA5989'NORTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5990 ***********************************************************************
 AA5990  DESIGNATION -  0104 1993
 AA5990  PID         -  AA5990
 AA5990  STATE/COUNTY-  WA/KITTITAS
 AA5990  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AA5990
 AA5990                         *CURRENT SURVEY CONTROL
 AA5990  ___________________________________________________________________
 AA5990* NAD 83(1998)-  47 03 32.80759(N)    120 37 32.77245(W)     ADJUSTED  
 AA5990* NAVD 88     -       563.9    (meters)    1850.     (feet)  GPS OBS   
 AA5990  ___________________________________________________________________
 AA5990  X           -  -2,217,669.480 (meters)                     COMP
 AA5990  Y           -  -3,746,027.903 (meters)                     COMP
 AA5990  Z           -   4,646,642.378 (meters)                     COMP
 AA5990  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 AA5990  ELLIP HEIGHT-         543.92  (meters)          (07/05/01) GPS OBS
 AA5990  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 AA5990
 AA5990  HORZ ORDER  -  FIRST
 AA5990  ELLP ORDER  -  FOURTH    CLASS II
 AA5990
 AA5990.The horizontal coordinates were established by GPS observations
 AA5990.and adjusted by the National Geodetic Survey in July 2001..
 AA5990.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5990.DATUM ITEM on the data sheet items page.
 AA5990
 AA5990.The orthometric height was determined by GPS observations and a
 AA5990.high-resolution geoid model.
 AA5990
 AA5990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5990
 AA5990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5990
 AA5990.The ellipsoidal height was determined by GPS observations
 AA5990.and is referenced to NAD 83.
 AA5990
 AA5990.The geoid height was determined by GEOID03.
 AA5990
 AA5990;                    North         East     Units Scale Factor Converg.
 AA5990;SPC WA S     -   191,832.124   490,445.476   MT  0.99994881   -0 05 28.9
 AA5990;SPC WA S     -   629,369.23  1,609,069.87   sFT  0.99994881   -0 05 28.9
 AA5990;UTM  10      - 5,214,468.637   680,299.371   MT  0.99999955   +1 44 18.7
 AA5990
 AA5990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5990!SPC WA S     -   0.99991475  x   0.99994881  =   0.99986356
 AA5990!UTM  10      -   0.99991475  x   0.99999955  =   0.99991430
 AA5990
 AA5990                          SUPERSEDED SURVEY CONTROL
 AA5990
 AA5990  NAD 83(1991)-  47 03 32.80623(N)    120 37 32.77251(W) AD(       ) 1
 AA5990  ELLIP H (06/21/95)  544.04   (m)                       GP(       ) 4 2
 AA5990
 AA5990.Superseded values are not recommended for survey control.
 AA5990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5990.See file dsdata.txt to determine how the superseded data were derived.
 AA5990
 AA5990_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8029914469(NAD 83)
 AA5990_MARKER: DD = SURVEY DISK
 AA5990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5990_STAMPING: STN. 0104 1993
 AA5990_MARK LOGO: WA-039
 AA5990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5990+STABILITY: SURFACE MOTION
 AA5990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5990+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5990
 AA5990  HISTORY     - Date     Condition        Report By
 AA5990  HISTORY     - 1993     MONUMENTED       MSI
 AA5990
 AA5990                          STATION DESCRIPTION
 AA5990
 AA5990'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5990'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5990'APPROXIMATELY 5.5 MI (8.9 KM) NORTHWEST OF ELLNSBURG TOWN CENTER, AND
 AA5990'1.5 MI (2.4 KM) EAST OF THE VILLAGE OF THORP. TO REACH THE STATION
 AA5990'FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED NORTH ON WATER
 AA5990'STREET FOR 0.65 MI (1.05 KM) TO THE INTERSECTION WITH FIFTEENTH
 AA5990'AVENUE. TURN LEFT AND PROCEED WEST ON FIFTEENTH AVENUE FOR 0.5 MI (0.8
 AA5990'KM) TO WHERE THE ROAD BENDS TO THE RIGHT. BEAR RIGHT AND PROCEED
 AA5990'NORTHWEST ON DRY CREEK ROAD FOR 0.7 MI (1.1 KM) TO THE INTERSECTION
 AA5990'WITH REECER CREEK ROAD ON THE RIGHT. CONTINUE NORTHWEST ON DRY CREEK
 AA5990'ROAD (LATER ALSO U.S. 97) FOR 4.3 MI (6.9 KM) TO THE INTERSECTION WITH
 AA5990'PASSMORE ROAD ON THE LEFT. TURN LEFT AND PROCEED WEST AND SOUTH ON
 AA5990'PASSMORE ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT, AT THE
 AA5990'ENTRANCE TO STANDING W RANCH AND ARENA. THE STATION IS A COUNTY OF
 AA5990'KITTITAS SURVEY DISK STAMPED "STN. 0104 1993", AND SET IN THE TOP OF A
 AA5990'CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER. THE DISK IS LOCATED
 AA5990'13.6 FT (4.1 M) EAST OF THE EASTERNMOST GATEPOST ON THE EAST SIDE OF
 AA5990'THE ROAD, 24.2 FT (7.4 M) WEST-NORTHWEST OF A FENCE CORNER POST, 52.0
 AA5990'FT (15.8 M) NORTHWEST OF A POST AT A FENCE INTERSECTION, 26.6 FT (8.1
 AA5990'M) NORTH-NORTHWEST OF THE CENTERLINE OF PASSMORE ROAD, 47.6 FT (14.5
 AA5990'M) EAST-NORTHEAST OF THE CENTER OF A SIGNBOARD, AND 3.7 FT (1.1 M)
 AA5990'WEST OF AN ORANGE CARSONITE WITNESS POST, AND 2.2 FT (0.7 M) SW OF
 AA5990'FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5991 ***********************************************************************
 AA5991  DESIGNATION -  0105 1993
 AA5991  PID         -  AA5991
 AA5991  STATE/COUNTY-  WA/KITTITAS
 AA5991  USGS QUAD   -  THORP (1978)
 AA5991
 AA5991                         *CURRENT SURVEY CONTROL
 AA5991  ___________________________________________________________________
 AA5991* NAD 83(1998)-  47 03 53.64007(N)    120 39 58.71917(W)     ADJUSTED  
 AA5991* NAVD 88     -       496.7    (meters)    1630.     (feet)  GPS OBS   
 AA5991  ___________________________________________________________________
 AA5991  X           -  -2,220,055.932 (meters)                     COMP
 AA5991  Y           -  -3,744,013.314 (meters)                     COMP
 AA5991  Z           -   4,647,031.487 (meters)                     COMP
 AA5991  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 AA5991  ELLIP HEIGHT-         476.76  (meters)          (07/05/01) GPS OBS
 AA5991  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 AA5991
 AA5991  HORZ ORDER  -  FIRST
 AA5991  ELLP ORDER  -  FOURTH    CLASS II
 AA5991
 AA5991.The horizontal coordinates were established by GPS observations
 AA5991.and adjusted by the National Geodetic Survey in July 2001..
 AA5991.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5991.DATUM ITEM on the data sheet items page.
 AA5991
 AA5991.The orthometric height was determined by GPS observations and a
 AA5991.high-resolution geoid model.
 AA5991
 AA5991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5991
 AA5991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5991
 AA5991.The ellipsoidal height was determined by GPS observations
 AA5991.and is referenced to NAD 83.
 AA5991
 AA5991.The geoid height was determined by GEOID03.
 AA5991
 AA5991;                    North         East     Units Scale Factor Converg.
 AA5991;SPC WA S     -   192,481.123   487,367.030   MT  0.99994965   -0 07 14.9
 AA5991;SPC WA S     -   631,498.48  1,598,970.00   sFT  0.99994965   -0 07 14.9
 AA5991;UTM  10      - 5,215,019.030   677,201.637   MT  0.99998593   +1 42 32.4
 AA5991
 AA5991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5991!SPC WA S     -   0.99992527  x   0.99994965  =   0.99987493
 AA5991!UTM  10      -   0.99992527  x   0.99998593  =   0.99991121
 AA5991
 AA5991                          SUPERSEDED SURVEY CONTROL
 AA5991
 AA5991  NAD 83(1991)-  47 03 53.63872(N)    120 39 58.71929(W) AD(       ) 1
 AA5991  ELLIP H (06/21/95)  476.89   (m)                       GP(       ) 4 2
 AA5991
 AA5991.Superseded values are not recommended for survey control.
 AA5991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5991.See file dsdata.txt to determine how the superseded data were derived.
 AA5991
 AA5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7720215019(NAD 83)
 AA5991_MARKER: DD = SURVEY DISK
 AA5991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5991_STAMPING: STN. 0105 1993
 AA5991_MARK LOGO: WA-039
 AA5991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5991+STABILITY: SURFACE MOTION
 AA5991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5991+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5991
 AA5991  HISTORY     - Date     Condition        Report By
 AA5991  HISTORY     - 1993     MONUMENTED       MSI
 AA5991
 AA5991                          STATION DESCRIPTION
 AA5991
 AA5991'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5991'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5991'APPROXIMATELY 7.0 MI (11.3 KM) NORTHWEST OF ELLENSBURG TOWN CENTER,
 AA5991'AND IN THE VILLAGE OF THORP. TO REACH THE STATION FROM THE EXIT 101
 AA5991'OVERPASS ON I-90, LOCATED JUST SOUTH OF THE VILLAGE OF THORP, PROCEED
 AA5991'NORTH ON THE OVERPASS ROAD (THORP HIGHWAY) FOR 0.7 MI (1.1 KM) TO A
 AA5991'DIRT ROAD LEADING EAST, JUST BEFORE THE ROAD BENDS TO THE LEFT, AND
 AA5991'THE STATION ON THE RIGHT. THE STATION IS A COUNTY OF KITTITAS SURVEY
 AA5991'DISK STAMPED "STN. 0105 1993", AND SET IN THE TOP OF A CONCRETE
 AA5991'MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE
 AA5991'GROUND LEVEL. THE DISK IS LOCATED 27.0 FT (8.2 M) NORTH OF A FENCE
 AA5991'CORNER, 33.8 FT (10.3 M) EAST-NORTHEAST OF THE CENTERLINE OF THORP
 AA5991'HIGHWAY, 6.7 FT (2.0 M) EAST-NORTHEAST OF THE EAST END OF A CULVERT,
 AA5991'110.0 FT (33.5 M) SOUTH-SOUTHEAST OF POWER POLE NO. 263 149-195887,
 AA5991'AND 2.0 FT (0.6 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5992 ***********************************************************************
 AA5992  DESIGNATION -  0107 1993
 AA5992  PID         -  AA5992
 AA5992  STATE/COUNTY-  WA/KITTITAS
 AA5992  USGS QUAD   -  THORP (1978)
 AA5992
 AA5992                         *CURRENT SURVEY CONTROL
 AA5992  ___________________________________________________________________
 AA5992* NAD 83(1998)-  47 02 37.67712(N)    120 39 58.27532(W)     ADJUSTED  
 AA5992* NAVD 88     -       515.6    (meters)    1692.     (feet)  GPS OBS   
 AA5992  ___________________________________________________________________
 AA5992  X           -  -2,220,930.308 (meters)                     COMP
 AA5992  Y           -  -3,745,506.277 (meters)                     COMP
 AA5992  Z           -   4,645,446.976 (meters)                     COMP
 AA5992  LAPLACE CORR-          -7.12  (seconds)                    DEFLEC99
 AA5992  ELLIP HEIGHT-         495.65  (meters)          (07/05/01) GPS OBS
 AA5992  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 AA5992
 AA5992  HORZ ORDER  -  FIRST
 AA5992  ELLP ORDER  -  FOURTH    CLASS II
 AA5992
 AA5992.The horizontal coordinates were established by GPS observations
 AA5992.and adjusted by the National Geodetic Survey in July 2001..
 AA5992.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5992.DATUM ITEM on the data sheet items page.
 AA5992
 AA5992.The orthometric height was determined by GPS observations and a
 AA5992.high-resolution geoid model.
 AA5992
 AA5992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5992
 AA5992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5992
 AA5992.The ellipsoidal height was determined by GPS observations
 AA5992.and is referenced to NAD 83.
 AA5992
 AA5992.The geoid height was determined by GEOID03.
 AA5992
 AA5992;                    North         East     Units Scale Factor Converg.
 AA5992;SPC WA S     -   190,135.412   487,371.453   MT  0.99994663   -0 07 14.6
 AA5992;SPC WA S     -   623,802.60  1,598,984.51   sFT  0.99994663   -0 07 14.6
 AA5992;UTM  10      - 5,212,674.567   677,280.949   MT  0.99998628   +1 42 30.6
 AA5992
 AA5992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5992!SPC WA S     -   0.99992231  x   0.99994663  =   0.99986895
 AA5992!UTM  10      -   0.99992231  x   0.99998628  =   0.99990859
 AA5992
 AA5992                          SUPERSEDED SURVEY CONTROL
 AA5992
 AA5992  NAD 83(1991)-  47 02 37.67577(N)    120 39 58.27543(W) AD(       ) 1
 AA5992  ELLIP H (06/21/95)  495.78   (m)                       GP(       ) 4 2
 AA5992
 AA5992.Superseded values are not recommended for survey control.
 AA5992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5992.See file dsdata.txt to determine how the superseded data were derived.
 AA5992
 AA5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7728112675(NAD 83)
 AA5992_MARKER: DD = SURVEY DISK
 AA5992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5992_STAMPING: STN. 0107 1993
 AA5992_MARK LOGO: WA-039
 AA5992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5992+STABILITY: SURFACE MOTION
 AA5992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5992+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5992
 AA5992  HISTORY     - Date     Condition        Report By
 AA5992  HISTORY     - 1993     MONUMENTED       MSI
 AA5992
 AA5992                          STATION DESCRIPTION
 AA5992
 AA5992'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5992'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5992'APPROXIMATELY 5.8 MI (9.3 KM) WEST-NORTHWEST OF ELLENSBURG TOWN
 AA5992'CENTER, AND 1.5 MI (2.4 KM) SOUTH OF THE VILLAGE OF THORP. TO REACH
 AA5992'THE STATION FROM THE EXIT 101 OVERPASS ON I-90, LOCATED JUST SOUTH OF
 AA5992'THE VILLAGE OF THORP, PROCEED SOUTH ON THE OVERPASS ROAD (SOUTH THORP
 AA5992'HIGHWAY) FOR 0.75 MI (1.21 KM) TO THE INTERSECTIONS WITH THORP
 AA5992'CEMETARY ROAD AND KILLMORE ROAD ON THE RIGHT, AND THE STATION ON THE
 AA5992'RIGHT BETWEEN THE INTERSECTIONS WITH THESE ROADS. THE STATION IS A
 AA5992'COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0107 1993", AND SET IN
 AA5992'THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND
 AA5992'PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 5.4 FT (1.6
 AA5992'M) NORTHEAST OF A FENCELINE, 29.4 FT (9.0 M) EAST-NORTHEAST OF
 AA5992'TELEPHONE PEDESTAL NO. T 61 TF, 35.5 FT (10.8 M) SOUTHWEST OF THE
 AA5992'CENTERLINE OF THORP HIGHWAY, AND 2.0 FT (0.6 M) NORTH OF AN ORANGE
 AA5992'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5993 ***********************************************************************
 AA5993  DESIGNATION -  0108 1993
 AA5993  PID         -  AA5993
 AA5993  STATE/COUNTY-  WA/KITTITAS
 AA5993  USGS QUAD   -  THORP (1978)
 AA5993
 AA5993                         *CURRENT SURVEY CONTROL
 AA5993  ___________________________________________________________________
 AA5993* NAD 83(1998)-  47 00 53.96796(N)    120 40 37.62487(W)     ADJUSTED  
 AA5993* NAVD 88     -       587.1    (meters)    1926.     (feet)  GPS OBS   
 AA5993  ___________________________________________________________________
 AA5993  X           -  -2,222,865.344 (meters)                     COMP
 AA5993  Y           -  -3,747,140.011 (meters)                     COMP
 AA5993  Z           -   4,643,316.083 (meters)                     COMP
 AA5993  LAPLACE CORR-         -10.25  (seconds)                    DEFLEC99
 AA5993  ELLIP HEIGHT-         567.10  (meters)          (07/05/01) GPS OBS
 AA5993  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 AA5993
 AA5993  HORZ ORDER  -  FIRST
 AA5993  ELLP ORDER  -  FOURTH    CLASS II
 AA5993
 AA5993.The horizontal coordinates were established by GPS observations
 AA5993.and adjusted by the National Geodetic Survey in July 2001..
 AA5993.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5993.DATUM ITEM on the data sheet items page.
 AA5993
 AA5993.The orthometric height was determined by GPS observations and a
 AA5993.high-resolution geoid model.
 AA5993
 AA5993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5993
 AA5993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5993
 AA5993.The ellipsoidal height was determined by GPS observations
 AA5993.and is referenced to NAD 83.
 AA5993
 AA5993.The geoid height was determined by GEOID03.
 AA5993
 AA5993;                    North         East     Units Scale Factor Converg.
 AA5993;SPC WA S     -   186,934.767   486,533.663   MT  0.99994273   -0 07 43.2
 AA5993;SPC WA S     -   613,301.81  1,596,235.86   sFT  0.99994273   -0 07 43.2
 AA5993;UTM  10      - 5,209,448.687   676,545.698   MT  0.99998309   +1 41 58.9
 AA5993
 AA5993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5993!SPC WA S     -   0.99991112  x   0.99994273  =   0.99985385
 AA5993!UTM  10      -   0.99991112  x   0.99998309  =   0.99989421
 AA5993
 AA5993                          SUPERSEDED SURVEY CONTROL
 AA5993
 AA5993  NAD 83(1991)-  47 00 53.96664(N)    120 40 37.62492(W) AD(       ) 1
 AA5993  ELLIP H (06/21/95)  567.22   (m)                       GP(       ) 4 2
 AA5993
 AA5993.Superseded values are not recommended for survey control.
 AA5993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5993.See file dsdata.txt to determine how the superseded data were derived.
 AA5993
 AA5993_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7654609449(NAD 83)
 AA5993_MARKER: DD = SURVEY DISK
 AA5993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5993_STAMPING: STN. 0108 1993
 AA5993_MARK LOGO: WA-039
 AA5993_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5993+STABILITY: SURFACE MOTION
 AA5993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5993+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5993
 AA5993  HISTORY     - Date     Condition        Report By
 AA5993  HISTORY     - 1993     MONUMENTED       MSI
 AA5993
 AA5993                          STATION DESCRIPTION
 AA5993
 AA5993'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5993'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5993'APPROXIMATELY 5.8 MI (9.3 KM) WEST OF ELLENSBURG TOWN CENTER, AND 3.5
 AA5993'MI (5.6 KM) SOUTH OF THE VILLAGE OF THORP. TO REACH THE STATION FROM
 AA5993'THE EXIT 101 OVERPASS ON I-90, LOCATED JUST SOUTH OF THE VILLAGE OF
 AA5993'THORP, PROCEED SOUTH ON THE OVERPASS ROAD (THORP HIGHWAY) FOR 0.75 MI
 AA5993'(1.21 KM) TO THE INTERSECTION WITH THORP CEMETARY ROAD AND THEN
 AA5993'KILLMORE ROAD ON THE RIGHT. TURN RIGHT AND PROCEED SOUTH ON KILLMORE
 AA5993'ROAD FOR 2.5 MI (4.0 KM) TO THE STATION ON THE LEFT, JUST NORTH OF THE
 AA5993'INTERSECTION WITH ROBINSON CANYON ROAD. THE STATION IS A COUNTY OF
 AA5993'KITTITAS SURVEY DISK STAMPED "STN. 0108 1993", AND SET IN THE TOP OF A
 AA5993'CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES
 AA5993'ABOVE GROUND LEVEL. THE DISK IS LOCATED 36.0 FT (11.0 M) NORTHWEST OF
 AA5993'THE CENTER OF A CONCRETE WEIR, 24.5 FT (7.5 M) NORTHEAST OF THE
 AA5993'CENTERLINE OF KILLMORE ROAD, 5.0 FT (1.5 M) SOUTHWEST OF A FENCELINE,
 AA5993'AND 1.8 FT (0.5 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5994 ***********************************************************************
 AA5994  DESIGNATION -  0109 1993
 AA5994  PID         -  AA5994
 AA5994  STATE/COUNTY-  WA/KITTITAS
 AA5994  USGS QUAD   -  HUDSON CREEK (1987)
 AA5994
 AA5994                         *CURRENT SURVEY CONTROL
 AA5994  ___________________________________________________________________
 AA5994* NAD 83(1998)-  46 57 38.23421(N)    120 47 34.62077(W)     ADJUSTED  
 AA5994* NAVD 88     -       828.8    (meters)    2719.     (feet)  GPS OBS   
 AA5994  ___________________________________________________________________
 AA5994  X           -  -2,232,783.570 (meters)                     COMP
 AA5994  Y           -  -3,746,577.321 (meters)                     COMP
 AA5994  Z           -   4,639,369.342 (meters)                     COMP
 AA5994  LAPLACE CORR-          -9.06  (seconds)                    DEFLEC99
 AA5994  ELLIP HEIGHT-         809.05  (meters)          (07/05/01) GPS OBS
 AA5994  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 AA5994
 AA5994  HORZ ORDER  -  FIRST
 AA5994  ELLP ORDER  -  FOURTH    CLASS II
 AA5994
 AA5994.The horizontal coordinates were established by GPS observations
 AA5994.and adjusted by the National Geodetic Survey in July 2001..
 AA5994.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5994.DATUM ITEM on the data sheet items page.
 AA5994
 AA5994.The orthometric height was determined by GPS observations and a
 AA5994.high-resolution geoid model.
 AA5994
 AA5994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5994
 AA5994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5994
 AA5994.The ellipsoidal height was determined by GPS observations
 AA5994.and is referenced to NAD 83.
 AA5994
 AA5994.The geoid height was determined by GEOID03.
 AA5994
 AA5994;                    North         East     Units Scale Factor Converg.
 AA5994;SPC WA S     -   180,917.018   477,704.491   MT  0.99993606   -0 12 46.1
 AA5994;SPC WA S     -   593,558.58  1,567,268.82   sFT  0.99993606   -0 12 46.1
 AA5994;UTM  10      - 5,203,152.302   667,912.685   MT  0.99994654   +1 36 48.5
 AA5994
 AA5994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5994!SPC WA S     -   0.99987320  x   0.99993606  =   0.99980927
 AA5994!UTM  10      -   0.99987320  x   0.99994654  =   0.99981974
 AA5994
 AA5994                          SUPERSEDED SURVEY CONTROL
 AA5994
 AA5994  NAD 83(1991)-  46 57 38.23290(N)    120 47 34.62094(W) AD(       ) 1
 AA5994  ELLIP H (06/21/95)  809.17   (m)                       GP(       ) 4 2
 AA5994
 AA5994.Superseded values are not recommended for survey control.
 AA5994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5994.See file dsdata.txt to determine how the superseded data were derived.
 AA5994
 AA5994_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6791303152(NAD 83)
 AA5994_MARKER: DD = SURVEY DISK
 AA5994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5994_STAMPING: STN. 0109 1993
 AA5994_MARK LOGO: WA-039
 AA5994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5994+STABILITY: SURFACE MOTION
 AA5994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5994+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5994
 AA5994  HISTORY     - Date     Condition        Report By
 AA5994  HISTORY     - 1993     MONUMENTED       MSI
 AA5994
 AA5994                          STATION DESCRIPTION
 AA5994
 AA5994'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5994'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5994'APPROXIMATELY 11.0 MI (17.7 KM) WEST-SOUTHWEST OF ELLENSBURG TOWN
 AA5994'CENTER, AND 9.0 MI (14.5 KM) SOUTHWEST OF THE VILLAGE OF THORP. TO
 AA5994'REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED
 AA5994'SOUTH ON MAIN STREET FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH
 AA5994'UMPTANIAN ROAD ON THE RIGHT. TURN RIGHT AND PROCEED WEST ON DAMMAN
 AA5994'ROAD FOR 1.7 MI (2.7 KM) TO THE INTERSECTION WITH MANASTASH ROAD. TURN
 AA5994'RIGHT AND PROCEED WEST ON MANASHTASH ROAD FOR 8.3 MI (13.4 KM) TO
 AA5994'WHERE THE ROAD FORKS. BEAR LEFT ONTO THE LEFT FORK AND CONTINUE WEST
 AA5994'ON MANASHTASH ROAD FOR 2.6 MI (4.2 KM) TO THE STATION ON THE RIGHT,
 AA5994'APPROXIMATELY 150 FT (45.7 M) BEFORE A SIGN MARKING THE END OF COUNTY
 AA5994'ROAD. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN.
 AA5994'0109 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10
 AA5994'INCH DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS
 AA5994'LOCATED 121.9 FT (37.2 M) NORTHWEST OF POWER POLE NUMBER 6746WCP35,
 AA5994'19.5 FT (5.9 M) NORTH OF THE CENTERLINE OF MANASHTASH ROAD, 6.0 FT
 AA5994'(1.8 M) SOUTH OF A FENCELINE, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE
 AA5994'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5995 ***********************************************************************
 AA5995  DESIGNATION -  0110 1993
 AA5995  PID         -  AA5995
 AA5995  STATE/COUNTY-  WA/KITTITAS
 AA5995  USGS QUAD   -  MANASTASH CREEK (1984)
 AA5995
 AA5995                         *CURRENT SURVEY CONTROL
 AA5995  ___________________________________________________________________
 AA5995* NAD 83(1998)-  46 57 04.59752(N)    120 43 26.44277(W)     ADJUSTED  
 AA5995* NAVD 88     -      1199.2    (meters)    3934.     (feet)  GPS OBS   
 AA5995  ___________________________________________________________________
 AA5995  X           -  -2,228,791.074 (meters)                     COMP
 AA5995  Y           -  -3,750,131.000 (meters)                     COMP
 AA5995  Z           -   4,638,930.810 (meters)                     COMP
 AA5995  LAPLACE CORR-          -7.81  (seconds)                    DEFLEC99
 AA5995  ELLIP HEIGHT-        1179.27  (meters)          (07/05/01) GPS OBS
 AA5995  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 AA5995
 AA5995  HORZ ORDER  -  FIRST
 AA5995  ELLP ORDER  -  FOURTH    CLASS II
 AA5995
 AA5995.The horizontal coordinates were established by GPS observations
 AA5995.and adjusted by the National Geodetic Survey in July 2001..
 AA5995.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5995.DATUM ITEM on the data sheet items page.
 AA5995
 AA5995.The orthometric height was determined by GPS observations and a
 AA5995.high-resolution geoid model.
 AA5995
 AA5995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5995
 AA5995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5995
 AA5995.The ellipsoidal height was determined by GPS observations
 AA5995.and is referenced to NAD 83.
 AA5995
 AA5995.The geoid height was determined by GEOID03.
 AA5995
 AA5995;                    North         East     Units Scale Factor Converg.
 AA5995;SPC WA S     -   179,861.176   482,948.202   MT  0.99993500   -0 09 45.8
 AA5995;SPC WA S     -   590,094.54  1,584,472.56   sFT  0.99993500   -0 09 45.8
 AA5995;UTM  10      - 5,202,264.094   673,187.499   MT  0.99996866   +1 39 49.1
 AA5995
 AA5995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5995!SPC WA S     -   0.99981518  x   0.99993500  =   0.99975019
 AA5995!UTM  10      -   0.99981518  x   0.99996866  =   0.99978385
 AA5995
 AA5995                          SUPERSEDED SURVEY CONTROL
 AA5995
 AA5995  NAD 83(1991)-  46 57 04.59620(N)    120 43 26.44279(W) AD(       ) 1
 AA5995  ELLIP H (06/21/95) 1179.40   (m)                       GP(       ) 4 2
 AA5995
 AA5995.Superseded values are not recommended for survey control.
 AA5995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5995.See file dsdata.txt to determine how the superseded data were derived.
 AA5995
 AA5995_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7318702264(NAD 83)
 AA5995_MARKER: DD = SURVEY DISK
 AA5995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5995_STAMPING: STN. 0110 1993
 AA5995_MARK LOGO: WA-039
 AA5995_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5995+STABILITY: SURFACE MOTION
 AA5995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5995+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5995
 AA5995  HISTORY     - Date     Condition        Report By
 AA5995  HISTORY     - 1993     MONUMENTED       MSI
 AA5995
 AA5995                          STATION DESCRIPTION
 AA5995
 AA5995'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5995'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5995'APPROXIMATELY 8.5 MI (13.7 KM) WEST-SOUTHWEST OF ELLENSBURG TOWN
 AA5995'CENTER, AND 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF THE VILLAGE OF THORP,
 AA5995'ON THE MANASHTASH RIDGE.  TO REACH THE STATION FROM THE COUNTY
 AA5995'COURTHOUSE IN ELLENSBURG, PROCEED SOUTH ON MAIN STREET FOR 1.1 MI (1.8
 AA5995'KM) TO THE INTERSECTION WITH UMPTANUM ROAD ON THE RIGHT. TURN RIGHT
 AA5995'AND PROCEED WEST AND SOUTH ON UMPTANUM ROAD FOR 1.7 MI (2.7 KM) TO THE
 AA5995'INTERSECTION WITH MANASTASH ROAD. TURN RIGHT AND PROCEED WEST ON
 AA5995'MANASHTASH ROAD FOR 3.5 MI (5.6 KM) TO THE INTERSECTION WITH COVE
 AA5995'ROAD. CONTINUE WEST ON MANASTASH ROAD FOR 3.0 MI (4.8 KM) TO A SIDE
 AA5995'LEFT. TURN LEFT AND PROCEED SOUTH ON THE SIDE ROAD FOR 0.5 MI (0.8 KM)
 AA5995'TO A FORK IN THE ROAD. TAKE THE RIGHT FORK AND PROCEED SOUTH AND WEST
 AA5995'ON A GRAVEL ROAD FOR 2.3 MI, TO A CATTLE GUARD AND A ROAD
 AA5995'INTERSECTION. TURN LEFT AND PROCEED EAST ON A GRAVEL ROAD FOR 0.4 MI
 AA5995'(0.6 KM) TOWARDS THE TOP OF THE RIDGE, AND THE ENTRANCE TO THE
 AA5995'UNIVERSITY OF WASHINGTON OBSERVATORY.  BEAR LEFT ON A DIRT TRACK FOR
 AA5995'0.2 MI (0.3 KM) TO THE STATION ON THE EAST SIDE OF THE OBSERVATORY, ON
 AA5995'THE TOP OF THE RIDGE. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK
 AA5995'STAMPED "STN. 0110 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT
 AA5995'WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 AA5995'THE DISK IS LOCATED 49.1 FT (15.0 M) EAST-NORTHEAST OF THE NORTHEAST
 AA5995'CORNER OF A FENCE, 46.3 FT (14.1 M) NORTHEAST OF THE NORTHEAST CORNER
 AA5995'OF A POWER BOX, 186.7 FT (56.9 M) WEST OF THE NORTHERN GATEPOST OF A
 AA5995'TRAIL LEADING EAST, AND 0.5 FT (15.2 CM) SOUTH OF AN ORANGE CARSONITE
 AA5995'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5996 ***********************************************************************
 AA5996  DESIGNATION -  0111 1993
 AA5996  PID         -  AA5996
 AA5996  STATE/COUNTY-  WA/KITTITAS
 AA5996  USGS QUAD   -  MANASTASH CREEK (1984)
 AA5996
 AA5996                         *CURRENT SURVEY CONTROL
 AA5996  ___________________________________________________________________
 AA5996* NAD 83(1998)-  46 58 05.16758(N)    120 42 46.43390(W)     ADJUSTED  
 AA5996* NAVD 88     -       687.8    (meters)    2257.     (feet)  GPS OBS   
 AA5996  ___________________________________________________________________
 AA5996  X           -  -2,227,187.046 (meters)                     COMP
 AA5996  Y           -  -3,749,087.675 (meters)                     COMP
 AA5996  Z           -   4,639,833.809 (meters)                     COMP
 AA5996  LAPLACE CORR-          -9.35  (seconds)                    DEFLEC99
 AA5996  ELLIP HEIGHT-         667.85  (meters)          (07/05/01) GPS OBS
 AA5996  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 AA5996
 AA5996  HORZ ORDER  -  FIRST
 AA5996  ELLP ORDER  -  FOURTH    CLASS II
 AA5996
 AA5996.The horizontal coordinates were established by GPS observations
 AA5996.and adjusted by the National Geodetic Survey in July 2001..
 AA5996.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5996.DATUM ITEM on the data sheet items page.
 AA5996
 AA5996.The orthometric height was determined by GPS observations and a
 AA5996.high-resolution geoid model.
 AA5996
 AA5996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5996
 AA5996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5996
 AA5996.The ellipsoidal height was determined by GPS observations
 AA5996.and is referenced to NAD 83.
 AA5996
 AA5996.The geoid height was determined by GEOID03.
 AA5996
 AA5996;                    North         East     Units Scale Factor Converg.
 AA5996;SPC WA S     -   181,729.145   483,799.214   MT  0.99993692   -0 09 16.7
 AA5996;SPC WA S     -   596,223.04  1,587,264.59   sFT  0.99993692   -0 09 16.7
 AA5996;UTM  10      - 5,204,158.304   673,978.564   MT  0.99997203   +1 40 20.0
 AA5996
 AA5996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5996!SPC WA S     -   0.99989533  x   0.99993692  =   0.99983225
 AA5996!UTM  10      -   0.99989533  x   0.99997203  =   0.99986736
 AA5996
 AA5996                          SUPERSEDED SURVEY CONTROL
 AA5996
 AA5996  NAD 83(1991)-  46 58 05.16626(N)    120 42 46.43392(W) AD(       ) 1
 AA5996  ELLIP H (06/21/95)  667.98   (m)                       GP(       ) 4 2
 AA5996
 AA5996.Superseded values are not recommended for survey control.
 AA5996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5996.See file dsdata.txt to determine how the superseded data were derived.
 AA5996
 AA5996_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7397904158(NAD 83)
 AA5996_MARKER: DD = SURVEY DISK
 AA5996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5996_STAMPING: STN. 0111 1993
 AA5996_MARK LOGO: WA-039
 AA5996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5996+STABILITY: SURFACE MOTION
 AA5996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5996+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5996
 AA5996  HISTORY     - Date     Condition        Report By
 AA5996  HISTORY     - 1993     MONUMENTED       MSI
 AA5996
 AA5996                          STATION DESCRIPTION
 AA5996
 AA5996'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5996'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5996'APPROXIMATELY 7.5 MI (12.1 KM) WEST-SOUTHWEST OF ELLENSBURG TOWN
 AA5996'CENTER, AND 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF THE VILLAGE OF THORP.
 AA5996'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED
 AA5996'SOUTH ON MAIN STREET FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH
 AA5996'UMPTANUM ROAD ON THE RIGHT. TURN RIGHT AND PROCEED WEST ON UMPTANUM
 AA5996'ROAD FOR 1.7 MI (2.7 KM) TO THE INTERSECTION WITH MANASTASH ROAD. TURN
 AA5996'RIGHT AND PROCEED WEST ON MANASHTASH ROAD FOR 3.5 MI (5.6 KM) TO THE
 AA5996'INTERSECTION WITH COVE ROAD. CONTINUE WEST ON MANASTASH ROAD FOR 3.4
 AA5996'MI (5.5 KM) TO THE STATION ON THE LEFT, JUST EAST OF A CROSSING OVER A
 AA5996'DRY CREEK BED. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED
 AA5996'"STN. 0111 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS
 AA5996'A 10 INCH DIAMETER AND PROJECTS 2 IN ABOVE GROUND LEVEL. THE DISK IS
 AA5996'LOCATED 23.6 FT (7.2 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 AA5996'MANASHTASH ROAD, 35.0 FT (10.7 M) EAST-NORTHEAST OF THE SOUTH CENTER
 AA5996'OF A STEEL CULVERT, 83.7 FT (25.5 M) NORTH-NORTHEAST OF POWER POLE NO.
 AA5996'REAEIST 1A1E2 SET BACK 70 FT (21.3 M) SOUTH OF THE ROADWAY, 3.8 FT
 AA5996'(1.2 M) NORTH-NORTHWEST OF A FENCELINE, AND 2.0 FT (0.6 M) NORTH OF AN
 AA5996'ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5997 ***********************************************************************
 AA5997  DESIGNATION -  0112 1993
 AA5997  PID         -  AA5997
 AA5997  STATE/COUNTY-  WA/KITTITAS
 AA5997  USGS QUAD   -  MANASTASH CREEK (1984)
 AA5997
 AA5997                         *CURRENT SURVEY CONTROL
 AA5997  ___________________________________________________________________
 AA5997* NAD 83(1998)-  46 58 13.87705(N)    120 39 57.42540(W)     ADJUSTED  
 AA5997* NAVD 88     -       604.5    (meters)    1983.     (feet)  GPS OBS   
 AA5997  ___________________________________________________________________
 AA5997  X           -  -2,223,985.079 (meters)                     COMP
 AA5997  Y           -  -3,750,693.249 (meters)                     COMP
 AA5997  Z           -   4,639,956.402 (meters)                     COMP
 AA5997  LAPLACE CORR-          -9.73  (seconds)                    DEFLEC99
 AA5997  ELLIP HEIGHT-         584.46  (meters)          (07/05/01) GPS OBS
 AA5997  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 AA5997
 AA5997  HORZ ORDER  -  FIRST
 AA5997  ELLP ORDER  -  FOURTH    CLASS II
 AA5997
 AA5997.The horizontal coordinates were established by GPS observations
 AA5997.and adjusted by the National Geodetic Survey in July 2001..
 AA5997.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5997.DATUM ITEM on the data sheet items page.
 AA5997
 AA5997.The orthometric height was determined by GPS observations and a
 AA5997.high-resolution geoid model.
 AA5997
 AA5997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5997
 AA5997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5997
 AA5997.The ellipsoidal height was determined by GPS observations
 AA5997.and is referenced to NAD 83.
 AA5997
 AA5997.The geoid height was determined by GEOID03.
 AA5997
 AA5997;                    North         East     Units Scale Factor Converg.
 AA5997;SPC WA S     -   181,989.502   487,372.255   MT  0.99993721   -0 07 14.0
 AA5997;SPC WA S     -   597,077.22  1,598,987.14   sFT  0.99993721   -0 07 14.0
 AA5997;UTM  10      - 5,204,532.461   677,541.639   MT  0.99998742   +1 42 23.9
 AA5997
 AA5997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5997!SPC WA S     -   0.99990839  x   0.99993721  =   0.99984561
 AA5997!UTM  10      -   0.99990839  x   0.99998742  =   0.99989582
 AA5997
 AA5997                          SUPERSEDED SURVEY CONTROL
 AA5997
 AA5997  NAD 83(1991)-  46 58 13.87573(N)    120 39 57.42537(W) AD(       ) 1
 AA5997  ELLIP H (06/21/95)  584.59   (m)                       GP(       ) 4 2
 AA5997
 AA5997.Superseded values are not recommended for survey control.
 AA5997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5997.See file dsdata.txt to determine how the superseded data were derived.
 AA5997
 AA5997_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7754204532(NAD 83)
 AA5997_MARKER: DD = SURVEY DISK
 AA5997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5997_STAMPING: STN. 0012 1993
 AA5997_MARK LOGO: WA-039
 AA5997_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5997+STABILITY: SURFACE MOTION
 AA5997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5997+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5997
 AA5997  HISTORY     - Date     Condition        Report By
 AA5997  HISTORY     - 1993     MONUMENTED       MSI
 AA5997
 AA5997                          STATION DESCRIPTION
 AA5997
 AA5997'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5997'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5997'APPROXIMATELY 5.5 MI (8.9 KM) WEST-SOUTHWEST OF ELLENSBURG TOWN
 AA5997'CENTER, AND 6.25 MI (10.06 KM) SOUTH OF THE VILLAGE OF THORP. TO REACH
 AA5997'THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED SOUTH ON
 AA5997'MAIN STREET FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH DAMMAN ROAD
 AA5997'ON THE RIGHT. TURN RIGHT AND PROCEED WEST AND SOUTH ON UMPTANUM ROAD
 AA5997'FOR 1.7 MI (2.7 KM) TO THE INTERSECTION WITH MANASTASH ROAD. TURN
 AA5997'RIGHT AND PROCEED WEST ON MANASTASH ROAD FOR 3.5 MI (5.6 KM) TO THE
 AA5997'INTERSECTION WITH COVE ROAD. CONTINUE WEST ON MANASTASH ROAD FOR 1.0
 AA5997'MI (1.6 KM) TO WHERE THE ROAD TURNS SHARPLY SOUTH, AND THE STATION ON
 AA5997'THE RIGHT IN A GRASS TRAFFIC ISLAND. THE STATION IS A COUNTY OF
 AA5997'KITTITAS SURVEY DISK STAMPED "STN. 0112 1993", AND SET IN THE TOP OF A
 AA5997'CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 2 IN ABOVE
 AA5997'GROUND LEVEL. THE DISK IS LOCATED 23.4 FT (7.1 M) WEST-NORTHWEST OF
 AA5997'THE CENTERLINE OF MANASHTASH ROAD, 11.1 FT (3.4 M) EAST-NORTHEAST OF
 AA5997'POWER POLE NO. M210 (BESIDE A TELEPHONE BOX), 95.2 FT (29.0 M)
 AA5997'SOUTHWEST OF POWER POLE NO. 7241 (ALSO 7243), AND 2.0 FT (0.6 M) SOUTH
 AA5997'OF AN ORANGE CARSONIE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5998 ***********************************************************************
 AA5998  DESIGNATION -  0113 1993
 AA5998  PID         -  AA5998
 AA5998  STATE/COUNTY-  WA/KITTITAS
 AA5998  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 AA5998
 AA5998                         *CURRENT SURVEY CONTROL
 AA5998  ___________________________________________________________________
 AA5998* NAD 83(1998)-  46 58 15.14608(N)    120 36 06.51719(W)     ADJUSTED  
 AA5998* NAVD 88     -       511.2    (meters)    1677.     (feet)  GPS OBS   
 AA5998  ___________________________________________________________________
 AA5998  X           -  -2,219,737.831 (meters)                     COMP
 AA5998  Y           -  -3,753,101.042 (meters)                     COMP
 AA5998  Z           -   4,639,914.825 (meters)                     COMP
 AA5998  LAPLACE CORR-          -7.68  (seconds)                    DEFLEC99
 AA5998  ELLIP HEIGHT-         491.00  (meters)          (07/05/01) GPS OBS
 AA5998  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 AA5998
 AA5998  HORZ ORDER  -  FIRST
 AA5998  ELLP ORDER  -  FOURTH    CLASS II
 AA5998
 AA5998.The horizontal coordinates were established by GPS observations
 AA5998.and adjusted by the National Geodetic Survey in July 2001..
 AA5998.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5998.DATUM ITEM on the data sheet items page.
 AA5998
 AA5998.The orthometric height was determined by GPS observations and a
 AA5998.high-resolution geoid model.
 AA5998
 AA5998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5998
 AA5998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5998
 AA5998.The ellipsoidal height was determined by GPS observations
 AA5998.and is referenced to NAD 83.
 AA5998
 AA5998.The geoid height was determined by GEOID03.
 AA5998
 AA5998;                    North         East     Units Scale Factor Converg.
 AA5998;SPC WA S     -   182,020.403   492,252.995   MT  0.99993725   -0 04 26.2
 AA5998;SPC WA S     -   597,178.61  1,615,000.03   sFT  0.99993725   -0 04 26.2
 AA5998;UTM  10      - 5,204,718.996   682,419.209   MT  1.00000901   +1 45 12.9
 AA5998
 AA5998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5998!SPC WA S     -   0.99992304  x   0.99993725  =   0.99986030
 AA5998!UTM  10      -   0.99992304  x   1.00000901  =   0.99993205
 AA5998
 AA5998                          SUPERSEDED SURVEY CONTROL
 AA5998
 AA5998  NAD 83(1991)-  46 58 15.14476(N)    120 36 06.51711(W) AD(       ) 1
 AA5998  ELLIP H (06/21/95)  491.12   (m)                       GP(       ) 4 2
 AA5998
 AA5998.Superseded values are not recommended for survey control.
 AA5998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5998.See file dsdata.txt to determine how the superseded data were derived.
 AA5998
 AA5998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8241904719(NAD 83)
 AA5998_MARKER: DD = SURVEY DISK
 AA5998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5998_STAMPING: STN. 0113 1993
 AA5998_MARK LOGO: WA-039
 AA5998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5998+STABILITY: SURFACE MOTION
 AA5998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5998+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5998
 AA5998  HISTORY     - Date     Condition        Report By
 AA5998  HISTORY     - 1993     MONUMENTED       MSI
 AA5998
 AA5998                          STATION DESCRIPTION
 AA5998
 AA5998'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5998'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5998'APPROXIMATELY 3.0 MI (4.8 KM) SOUTHWEST OF ELLENSBURG TOWN CENTER, AND
 AA5998'7.0 MI (11.3 KM) SOUTHEAST OF THE VILLAGE OF THORP. TO REACH THE
 AA5998'STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED SOUTH ON
 AA5998'MAIN STREET FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH UMPTANUM ROAD
 AA5998'ON THE RIGHT. TURN RIGHT AND PROCEED WEST AND SOUTH ON UMPTANUM ROAD
 AA5998'FOR 1.7 MI (2.7 KM) TO THE INTERSECTION WITH MANASTASH ROAD. TURN
 AA5998'RIGHT AND PROCEED WEST ON MANASTASH ROAD FOR 1.5 MI (2.4 KM) TO THE
 AA5998'INTERSECTION WITH STRANDE ROAD, AND THE STATION IN THE SOUTHWEST
 AA5998'CORNER OF THE INTERSECTION. THE STATION IS A COUNTY OF KITTITAS SURVEY
 AA5998'DISK STAMPED "STN. 0113 1993", AND SET IN THE TOP OF A CONCRETE
 AA5998'MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE
 AA5998'GROUND LEVEL. THE DISK IS LOCATED 39.6 FT (12.1 M) SOUTH OF THE
 AA5998'CENTERLINE OF MANASHTASH ROAD, 29.7 FT (9.1 M) WEST OF THE CENTERLINE
 AA5998'OF STRANDE ROAD, 17.5 FT (5.3 M) SOUTH-SOUTHWEST OF THE WEST END OF A
 AA5998'CULVERT, 2.4 FT (0.7 M) EAST OF A FENCELINE RUNNING NORTH/SOUTH, AND
 AA5998'2.0 FT (0.6 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5999 ***********************************************************************
 AA5999  DESIGNATION -  0114 1993
 AA5999  PID         -  AA5999
 AA5999  STATE/COUNTY-  WA/KITTITAS
 AA5999  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 AA5999
 AA5999                         *CURRENT SURVEY CONTROL
 AA5999  ___________________________________________________________________
 AA5999* NAD 83(1998)-  46 55 22.69254(N)    120 34 14.08142(W)     ADJUSTED  
 AA5999* NAVD 88     -       738.1    (meters)    2422.     (feet)  GPS OBS   
 AA5999  ___________________________________________________________________
 AA5999  X           -  -2,219,749.790 (meters)                     COMP
 AA5999  Y           -  -3,757,794.645 (meters)                     COMP
 AA5999  Z           -   4,636,444.674 (meters)                     COMP
 AA5999  LAPLACE CORR-          -6.63  (seconds)                    DEFLEC99
 AA5999  ELLIP HEIGHT-         717.83  (meters)          (07/05/01) GPS OBS
 AA5999  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 AA5999
 AA5999  HORZ ORDER  -  FIRST
 AA5999  ELLP ORDER  -  FOURTH    CLASS II
 AA5999
 AA5999.The horizontal coordinates were established by GPS observations
 AA5999.and adjusted by the National Geodetic Survey in July 2001..
 AA5999.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5999.DATUM ITEM on the data sheet items page.
 AA5999
 AA5999.The orthometric height was determined by GPS observations and a
 AA5999.high-resolution geoid model.
 AA5999
 AA5999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5999
 AA5999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5999
 AA5999.The ellipsoidal height was determined by GPS observations
 AA5999.and is referenced to NAD 83.
 AA5999
 AA5999.The geoid height was determined by GEOID03.
 AA5999
 AA5999;                    North         East     Units Scale Factor Converg.
 AA5999;SPC WA S     -   176,692.705   494,624.763   MT  0.99993197   -0 03 04.6
 AA5999;SPC WA S     -   579,699.32  1,622,781.41   sFT  0.99993197   -0 03 04.6
 AA5999;UTM  10      - 5,199,469.198   684,959.824   MT  1.00002048   +1 46 30.1
 AA5999
 AA5999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5999!SPC WA S     -   0.99988749  x   0.99993197  =   0.99981947
 AA5999!UTM  10      -   0.99988749  x   1.00002048  =   0.99990797
 AA5999
 AA5999                          SUPERSEDED SURVEY CONTROL
 AA5999
 AA5999  NAD 83(1991)-  46 55 22.69128(N)    120 34 14.08129(W) AD(       ) 1
 AA5999  ELLIP H (06/21/95)  717.96   (m)                       GP(       ) 4 2
 AA5999
 AA5999.Superseded values are not recommended for survey control.
 AA5999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5999.See file dsdata.txt to determine how the superseded data were derived.
 AA5999
 AA5999_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS8496099469(NAD 83)
 AA5999_MARKER: DD = SURVEY DISK
 AA5999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5999_STAMPING: STN. 0114 1993
 AA5999_MARK LOGO: WA-039
 AA5999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5999+STABILITY: SURFACE MOTION
 AA5999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5999+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5999
 AA5999  HISTORY     - Date     Condition        Report By
 AA5999  HISTORY     - 1993     MONUMENTED       MSI
 AA5999
 AA5999                          STATION DESCRIPTION
 AA5999
 AA5999'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA5999'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5999'APPROXIMATELY 5.25 MI (8.45 KM) SOUTH-SOUTHWEST OF ELLENSBURG TOWN
 AA5999'CENTER. TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG,
 AA5999'PROCEED SOUTH ON MAIN STREET FOR 1.1 MI (1.8 KM) TO THE INTERSECTION
 AA5999'WITH UMPTANUM ROAD ON THE RIGHT. TURN RIGHT AND PROCEED WEST AND SOUTH
 AA5999'ON UMPTANUM ROAD FOR 1.7 MI (2.7 KM) TO THE INTERSECTION WITH
 AA5999'MANASTASH ROAD. CONTINUE SOUTH ON UMPTANUM ROAD FOR 3.5 MI (5.6 KM) TO
 AA5999'THE INTERSECTION WITH DURR ROAD ON THE LEFT.  TURN LEFT AND PROCEED
 AA5999'SOUTHEAST ON DURR ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT,
 AA5999'NEAR A GRAVEL PULL-OFF AND OPPOSITE 6 ALUMINUM GRAIN SILOS. THE
 AA5999'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0114 1993",
 AA5999'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA5999'AND PROJECTS 2 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 13.5 FT
 AA5999'(4.1 M) SOUTH-SOUTHEAST OF A FENCELINE, 73.2 FT (22.3 M)
 AA5999'WEST-NORTHWEST OF A POST AT THE END OF A FENCELINE, 139.1 FT (42.4 M)
 AA5999'NORTH-NORTHWEST OF A VALVE ON A 6 INCH PIPE UNDERNEATH THE DOOR OF THE
 AA5999'MOST-WESTERLY SILO, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE CARSONITE
 AA5999'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6000 ***********************************************************************
 AA6000  DESIGNATION -  0115 1993
 AA6000  PID         -  AA6000
 AA6000  STATE/COUNTY-  WA/KITTITAS
 AA6000  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 AA6000
 AA6000                         *CURRENT SURVEY CONTROL
 AA6000  ___________________________________________________________________
 AA6000* NAD 83(1998)-  46 57 06.63625(N)    120 33 33.04099(W)     ADJUSTED  
 AA6000* NAVD 88     -       466.2    (meters)    1530.     (feet)  GPS OBS   
 AA6000  ___________________________________________________________________
 AA6000  X           -  -2,217,715.211 (meters)                     COMP
 AA6000  Y           -  -3,756,056.748 (meters)                     COMP
 AA6000  Z           -   4,638,437.839 (meters)                     COMP
 AA6000  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 AA6000  ELLIP HEIGHT-         445.87  (meters)          (07/05/01) GPS OBS
 AA6000  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 AA6000
 AA6000  HORZ ORDER  -  FIRST
 AA6000  ELLP ORDER  -  FOURTH    CLASS II
 AA6000
 AA6000.The horizontal coordinates were established by GPS observations
 AA6000.and adjusted by the National Geodetic Survey in July 2001..
 AA6000.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6000.DATUM ITEM on the data sheet items page.
 AA6000
 AA6000.The orthometric height was determined by GPS observations and a
 AA6000.high-resolution geoid model.
 AA6000
 AA6000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6000
 AA6000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6000
 AA6000.The ellipsoidal height was determined by GPS observations
 AA6000.and is referenced to NAD 83.
 AA6000
 AA6000.The geoid height was determined by GEOID03.
 AA6000
 AA6000;                    North         East     Units Scale Factor Converg.
 AA6000;SPC WA S     -   179,901.605   495,495.405   MT  0.99993507   -0 02 34.8
 AA6000;SPC WA S     -   590,227.18  1,625,637.84   sFT  0.99993507   -0 02 34.8
 AA6000;UTM  10      - 5,202,704.508   685,727.800   MT  1.00002398   +1 47 03.2
 AA6000
 AA6000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6000!SPC WA S     -   0.99993011  x   0.99993507  =   0.99986519
 AA6000!UTM  10      -   0.99993011  x   1.00002398  =   0.99995409
 AA6000
 AA6000                          SUPERSEDED SURVEY CONTROL
 AA6000
 AA6000  NAD 83(1991)-  46 57 06.63496(N)    120 33 33.04086(W) AD(       ) 1
 AA6000  ELLIP H (06/21/95)  446.00   (m)                       GP(       ) 4 2
 AA6000
 AA6000.Superseded values are not recommended for survey control.
 AA6000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6000.See file dsdata.txt to determine how the superseded data were derived.
 AA6000
 AA6000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8572802705(NAD 83)
 AA6000_MARKER: DD = SURVEY DISK
 AA6000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6000_STAMPING: STN. 0115 1993
 AA6000_MARK LOGO: WA-039
 AA6000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6000+STABILITY: SURFACE MOTION
 AA6000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6000+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6000
 AA6000  HISTORY     - Date     Condition        Report By
 AA6000  HISTORY     - 1993     MONUMENTED       MSI
 AA6000
 AA6000                          STATION DESCRIPTION
 AA6000
 AA6000'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6000'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6000'APPROXIMATELY 3.25 MI (5.23 KM) SOUTH-SOUTHWEST OF ELLENSBURG TOWN
 AA6000'CENTER. TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG,
 AA6000'PROCEED SOUTH ON MAIN STREET FOR 1.1 MI (1.8 KM) TO THE INTERSECTION
 AA6000'WITH UMPTANUM ROAD ON THE RIGHT. TURN RIGHT AND PROCEED WEST ON
 AA6000'UMPTANUM ROAD FOR 1.7 MI (2.7 KM) TO THE INTERSECTION WITH MANASTASH
 AA6000'ROAD. CONTINUE SOUTH ON UMPTANUM ROAD FOR 1.0 MI (1.6 KM) TO THE
 AA6000'INTERSECTION WITH RIVER BOTTOM ROAD ON THE LEFT. TURN LEFT AND PROCEED
 AA6000'EAST AND THEN SOUTH ON RIVER BOTTOM ROAD FOR 0.7 MI, TO WHERE THE ROAD
 AA6000'TURNS SHARPLY EAST AGAIN. TURN LEFT (EAST) TO THE STATION ON THE LEFT.
 AA6000'THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0115
 AA6000'1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH
 AA6000'DIAMETER AND IS FLUSH WITH GROUND LEVEL. THE DISK IS LOCATED 7.7 FT
 AA6000'(2.3 M) EAST-NORTHEAST OF A PROPERTY CORNER BEACON, 3.0 FT (0.9 M)
 AA6000'SOUTH OF A FENCELINE, 73.9 FT (22.5 M) WEST-NORTHWEST OF A TELEPHONE
 AA6000'PEDESTAL AT THE BASE OF POWER POLE NO. MDA27, 22.8 FT (6.9 M) NORTH OF
 AA6000'THE CENTERLINE OF RIVER BOTTOM ROAD, AND 2.0 FT (0.6 M) SOUTH OF AN
 AA6000'ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6001 ***********************************************************************
 AA6001  DESIGNATION -  0116 1993
 AA6001  PID         -  AA6001
 AA6001  STATE/COUNTY-  WA/KITTITAS
 AA6001  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 AA6001
 AA6001                         *CURRENT SURVEY CONTROL
 AA6001  ___________________________________________________________________
 AA6001* NAD 83(1998)-  46 58 33.45939(N)    120 34 12.19487(W)     ADJUSTED  
 AA6001* NAVD 88     -       471.2    (meters)    1546.     (feet)  GPS OBS   
 AA6001  ___________________________________________________________________
 AA6001  X           -  -2,217,433.139 (meters)                     COMP
 AA6001  Y           -  -3,753,951.212 (meters)                     COMP
 AA6001  Z           -   4,640,271.420 (meters)                     COMP
 AA6001  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 AA6001  ELLIP HEIGHT-         450.90  (meters)          (07/05/01) GPS OBS
 AA6001  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 AA6001
 AA6001  HORZ ORDER  -  FIRST
 AA6001  ELLP ORDER  -  FOURTH    CLASS II
 AA6001
 AA6001.The horizontal coordinates were established by GPS observations
 AA6001.and adjusted by the National Geodetic Survey in July 2001..
 AA6001.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6001.DATUM ITEM on the data sheet items page.
 AA6001
 AA6001.The orthometric height was determined by GPS observations and a
 AA6001.high-resolution geoid model.
 AA6001
 AA6001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6001
 AA6001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6001
 AA6001.The ellipsoidal height was determined by GPS observations
 AA6001.and is referenced to NAD 83.
 AA6001
 AA6001.The geoid height was determined by GEOID03.
 AA6001
 AA6001;                    North         East     Units Scale Factor Converg.
 AA6001;SPC WA S     -   182,583.262   494,669.906   MT  0.99993785   -0 03 03.2
 AA6001;SPC WA S     -   599,025.25  1,622,929.52   sFT  0.99993785   -0 03 03.2
 AA6001;UTM  10      - 5,205,358.702   684,817.123   MT  1.00001983   +1 46 37.0
 AA6001
 AA6001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6001!SPC WA S     -   0.99992933  x   0.99993785  =   0.99986718
 AA6001!UTM  10      -   0.99992933  x   1.00001983  =   0.99994915
 AA6001
 AA6001                          SUPERSEDED SURVEY CONTROL
 AA6001
 AA6001  NAD 83(1991)-  46 58 33.45808(N)    120 34 12.19476(W) AD(       ) 1
 AA6001  ELLIP H (06/21/95)  451.02   (m)                       GP(       ) 4 2
 AA6001
 AA6001.Superseded values are not recommended for survey control.
 AA6001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6001.See file dsdata.txt to determine how the superseded data were derived.
 AA6001
 AA6001_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8481705359(NAD 83)
 AA6001_MARKER: DD = SURVEY DISK
 AA6001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6001_STAMPING: STN. 0116 1993
 AA6001_MARK LOGO: WA-039
 AA6001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6001+STABILITY: SURFACE MOTION
 AA6001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6001+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 AA6001
 AA6001  HISTORY     - Date     Condition        Report By
 AA6001  HISTORY     - 1993     MONUMENTED       MSI
 AA6001  HISTORY     - 20040831 GOOD             BOR
 AA6001
 AA6001                          STATION DESCRIPTION
 AA6001
 AA6001'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6001'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6001'APPROXIMATELY 3.25 MI (5.23 KM) SOUTH-SOUTHWEST OF ELLENSBURG TOWN
 AA6001'CENTER. TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG,
 AA6001'PROCEED SOUTH ON MAIN STREET FOR 1.1 MI (1.8 KM) TO THE INTERSECTION
 AA6001'WITH UMPTANUM ROAD ON THE RIGHT. TURN RIGHT AND PROCEED WEST ON
 AA6001'UMPTANUM ROAD FOR 1.2 MI (1.9 KM) TO THE INTERSECTION WITH BROWN ROAD
 AA6001'ON THE RIGHT. CONTINUE SOUTH WEST ON UMPTANUM ROAD FOR 0.07 MI (0.11
 AA6001'KM) TO WHERE UMPTANUM ROAD MEETS BROWN ROAD CONNECTION, AND THE
 AA6001'STATION ON THE RIGHT, NEAR A GATEWAY. THE STATION IS A COUNTY OF
 AA6001'KITTITAS SURVEY DISK STAMPED "STN. 0116 1993", AND SET IN THE TOP OF A
 AA6001'CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES
 AA6001'ABOVE GROUND LEVEL. THE DISK IS LOCATED 13.2 FT (4.0 M)
 AA6001'SOUTH-SOUTHEAST OF THE SOUTHERN GATE POST, 21.9 FT (6.7 M)
 AA6001'SOUTH-SOUTHWEST OF A STOP SIGN POST, 51.4 FT (15.7 M) WEST-SOUTHWEST
 AA6001'OF THE CENTERLINE OF UMTANUM ROAD, 3.2 FT (1.0 M) EAST OF A FENCELINE,
 AA6001'AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 AA6001
 AA6001                          STATION RECOVERY (2004)
 AA6001
 AA6001'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2004 (CAS)
 AA6001'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6002 ***********************************************************************
 AA6002  DESIGNATION -  0117 1993
 AA6002  PID         -  AA6002
 AA6002  STATE/COUNTY-  WA/KITTITAS
 AA6002  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AA6002
 AA6002                         *CURRENT SURVEY CONTROL
 AA6002  ___________________________________________________________________
 AA6002* NAD 83(1998)-  47 00 11.47786(N)    120 35 57.92514(W)     ADJUSTED  
 AA6002* NAVD 88     -       486.1    (meters)    1595.     (feet)  GPS OBS   
 AA6002  ___________________________________________________________________
 AA6002  X           -  -2,218,235.565 (meters)                     COMP
 AA6002  Y           -  -3,750,917.613 (meters)                     COMP
 AA6002  Z           -   4,642,347.268 (meters)                     COMP
 AA6002  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 AA6002  ELLIP HEIGHT-         465.90  (meters)          (07/05/01) GPS OBS
 AA6002  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 AA6002
 AA6002  HORZ ORDER  -  FIRST
 AA6002  ELLP ORDER  -  FOURTH    CLASS II
 AA6002
 AA6002.The horizontal coordinates were established by GPS observations
 AA6002.and adjusted by the National Geodetic Survey in July 2001..
 AA6002.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6002.DATUM ITEM on the data sheet items page.
 AA6002
 AA6002.The orthometric height was determined by GPS observations and a
 AA6002.high-resolution geoid model.
 AA6002
 AA6002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6002
 AA6002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6002
 AA6002.The ellipsoidal height was determined by GPS observations
 AA6002.and is referenced to NAD 83.
 AA6002
 AA6002.The geoid height was determined by GEOID03.
 AA6002
 AA6002;                    North         East     Units Scale Factor Converg.
 AA6002;SPC WA S     -   185,612.359   492,439.131   MT  0.99994121   -0 04 20.0
 AA6002;SPC WA S     -   608,963.21  1,615,610.72   sFT  0.99994121   -0 04 20.0
 AA6002;UTM  10      - 5,208,315.313   682,490.675   MT  1.00000932   +1 45 22.5
 AA6002
 AA6002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6002!SPC WA S     -   0.99992698  x   0.99994121  =   0.99986819
 AA6002!UTM  10      -   0.99992698  x   1.00000932  =   0.99993629
 AA6002
 AA6002                          SUPERSEDED SURVEY CONTROL
 AA6002
 AA6002  NAD 83(1991)-  47 00 11.47652(N)    120 35 57.92506(W) AD(       ) 1
 AA6002  ELLIP H (06/21/95)  466.03   (m)                       GP(       ) 4 2
 AA6002
 AA6002.Superseded values are not recommended for survey control.
 AA6002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6002.See file dsdata.txt to determine how the superseded data were derived.
 AA6002
 AA6002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8249108315(NAD 83)
 AA6002_MARKER: DD = SURVEY DISK
 AA6002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6002_STAMPING: STN. 0117 1993
 AA6002_MARK LOGO: WA-039
 AA6002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6002+STABILITY: SURFACE MOTION
 AA6002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6002+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6002
 AA6002  HISTORY     - Date     Condition        Report By
 AA6002  HISTORY     - 1993     MONUMENTED       MSI
 AA6002
 AA6002                          STATION DESCRIPTION
 AA6002
 AA6002'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6002'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6002'APPROXIMATELY 2.25 MI (3.62 KM) WEST OF ELLENSBURG TOWN CENTER,
 AA6002'ADJACENT TO A POWER SUBSTATION. TO REACH THE STATION FROM THE COUNTY
 AA6002'COURTHOUSE IN ELLENSBURG, PROCEED SOUTH ON MAIN STREET FOR 1.1 MI (1.8
 AA6002'KM) TO THE INTERSECTION WITH UMPTANUM ROAD ON THE RIGHT. TURN RIGHT
 AA6002'AND PROCEED WEST ON UMPTANUM ROAD FOR 1.2 MI (1.9 KM) TO THE
 AA6002'INTERSECTION WITH BROWN ROAD ON THE RIGHT. TURN RIGHT AND PROCEED WEST
 AA6002'AND THEN NORTHWEST ON BROWN ROAD FOR 2.7 MI (4.3 KM) TO THE
 AA6002'INTERSECTION WITH HANSON ROAD ON THE LEFT, THE INTERSECTION WITH SOUTH
 AA6002'THORP HIGHWAY STRAIGHT AHEAD, AND A SUBSTATION ON THE RIGHT. THE
 AA6002'STATION IS LOCATED ON THE NORTHEAST SIDE OF THE SUBSTATION, AND ON THE
 AA6002'SOUTH SIDE OF SOUTH THORP HIGHWAY. THE STATION IS A COUNTY OF KITTITAS
 AA6002'SURVEY DISK STAMPED "STN. 0117 1993", AND SET IN THE TOP OF A CONCRETE
 AA6002'MONUMENT WHICH HAS A 10 INCH DIAMETER. THE DISK IS LOCATED 39.5 FT
 AA6002'(12.0 M) SOUTHEAST OF THE CENTERLINE OF THORP HIGHWAY, 53.4 FT (16.3
 AA6002'M) WEST OF A TELEPHONE PEDESTAL ADJACENT TO A POWER POLE, 66.7 FT
 AA6002'(20.3 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE FENCE CAGE
 AA6002'SURROUNDING THE SUBSTATION, AND 1.4 FT (0.4 M) NORTH OF AN ORANGE
 AA6002'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6003 ***********************************************************************
 AA6003  DESIGNATION -  0119 1993
 AA6003  PID         -  AA6003
 AA6003  STATE/COUNTY-  WA/KITTITAS
 AA6003  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AA6003
 AA6003                         *CURRENT SURVEY CONTROL
 AA6003  ___________________________________________________________________
 AA6003* NAD 83(1998)-  47 01 42.97899(N)    120 32 23.20549(W)     ADJUSTED  
 AA6003* NAVD 88     -       519.8    (meters)    1705.     (feet)  GPS OBS   
 AA6003  ___________________________________________________________________
 AA6003  X           -  -2,213,290.946 (meters)                     COMP
 AA6003  Y           -  -3,751,464.092 (meters)                     COMP
 AA6003  Z           -   4,644,298.594 (meters)                     COMP
 AA6003  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AA6003  ELLIP HEIGHT-         499.63  (meters)          (07/05/01) GPS OBS
 AA6003  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 AA6003
 AA6003  HORZ ORDER  -  FIRST
 AA6003  ELLP ORDER  -  FOURTH    CLASS II
 AA6003
 AA6003.The horizontal coordinates were established by GPS observations
 AA6003.and adjusted by the National Geodetic Survey in July 2001..
 AA6003.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6003.DATUM ITEM on the data sheet items page.
 AA6003
 AA6003.The orthometric height was determined by GPS observations and a
 AA6003.high-resolution geoid model.
 AA6003
 AA6003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6003
 AA6003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6003
 AA6003.The ellipsoidal height was determined by GPS observations
 AA6003.and is referenced to NAD 83.
 AA6003
 AA6003.The geoid height was determined by GEOID03.
 AA6003
 AA6003;                    North         East     Units Scale Factor Converg.
 AA6003;SPC WA S     -   188,433.830   496,976.328   MT  0.99994454   -0 01 44.0
 AA6003;SPC WA S     -   618,219.99  1,630,496.50   sFT  0.99994454   -0 01 44.0
 AA6003;UTM  10      - 5,211,280.386   686,935.849   MT  1.00002951   +1 48 02.3
 AA6003
 AA6003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6003!SPC WA S     -   0.99992169  x   0.99994454  =   0.99986623
 AA6003!UTM  10      -   0.99992169  x   1.00002951  =   0.99995120
 AA6003
 AA6003                          SUPERSEDED SURVEY CONTROL
 AA6003
 AA6003  NAD 83(1991)-  47 01 42.97764(N)    120 32 23.20536(W) AD(       ) 1
 AA6003  ELLIP H (06/21/95)  499.76   (m)                       GP(       ) 4 2
 AA6003
 AA6003.Superseded values are not recommended for survey control.
 AA6003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6003.See file dsdata.txt to determine how the superseded data were derived.
 AA6003
 AA6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8693611280(NAD 83)
 AA6003_MARKER: DD = SURVEY DISK
 AA6003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6003_STAMPING: STN. 0119 1993
 AA6003_MARK LOGO: WA-039
 AA6003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6003+STABILITY: SURFACE MOTION
 AA6003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6003+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6003
 AA6003  HISTORY     - Date     Condition        Report By
 AA6003  HISTORY     - 1993     MONUMENTED       MSI
 AA6003
 AA6003                          STATION DESCRIPTION
 AA6003
 AA6003'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6003'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6003'APPROXIMATELY 2.0 MI (3.2 KM) NORTH-NORTHEAST OF ELLENSBURG TOWN
 AA6003'CENTER. TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG,
 AA6003'PROCEED NORTH ON MAIN STREET FOR 0.25 MI (0.40 KM) TO THE INTERSECTION
 AA6003'WITH 8TH AVENUE. TURN RIGHT AND PROCEED EAST ON 8TH AVENUE FOR 0.45 MI
 AA6003'(0.72 KM) TO THE INTERSECTION WITH WALNUT STREET (AIRPORT ROAD) ON THE
 AA6003'LEFT. TURN LEFT AND PROXCEED NORTH ON AIRPORT STREET FOR 2.0 MI, TO
 AA6003'WHERE THE ROAD TURNS SHARPLY EAST (BROWNS ROAD) , AND THE STATION ON
 AA6003'THE LEFT, AT A GRAVEL PULLOFF. THE STATION IS A COUNTY OF KITTITAS
 AA6003'SURVEY DISK STAMPED "STN. 0119 1993", AND SET IN THE TOP OF A CONCRETE
 AA6003'MONUMENT WHICH HAS A 10 INCH DIAMETER AND IS FLUSH WITH GROUND LEVEL.
 AA6003'THE DISK IS LOCATED 19.0 FT (5.8 M) EAST OF A WHITE WOODEN FENCELINE,
 AA6003'41.1 FT (12.5 M) SOUTH OF A CHAINLINK FENCE, 47.7 FT (14.5 M)
 AA6003'SOUTH-SOUTHWEST OF POWER POLE NO. CG3B, AND 22.0 FT (6.7 M)
 AA6003'SOUTH-SOUTHWEST OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6004 ***********************************************************************
 AA6004  DESIGNATION -  0120 1993
 AA6004  PID         -  AA6004
 AA6004  STATE/COUNTY-  WA/KITTITAS
 AA6004  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AA6004
 AA6004                         *CURRENT SURVEY CONTROL
 AA6004  ___________________________________________________________________
 AA6004* NAD 83(1998)-  47 02 34.82378(N)    120 33 38.40879(W)     ADJUSTED  
 AA6004* NAVD 88     -       534.6    (meters)    1754.     (feet)  GPS OBS   
 AA6004  ___________________________________________________________________
 AA6004  X           -  -2,214,067.969 (meters)                     COMP
 AA6004  Y           -  -3,749,656.672 (meters)                     COMP
 AA6004  Z           -   4,645,400.708 (meters)                     COMP
 AA6004  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AA6004  ELLIP HEIGHT-         514.48  (meters)          (07/05/01) GPS OBS
 AA6004  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 AA6004
 AA6004  HORZ ORDER  -  FIRST
 AA6004  ELLP ORDER  -  FOURTH    CLASS II
 AA6004
 AA6004.The horizontal coordinates were established by GPS observations
 AA6004.and adjusted by the National Geodetic Survey in July 2001..
 AA6004.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6004.DATUM ITEM on the data sheet items page.
 AA6004
 AA6004.The orthometric height was determined by GPS observations and a
 AA6004.high-resolution geoid model.
 AA6004
 AA6004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6004
 AA6004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6004
 AA6004.The ellipsoidal height was determined by GPS observations
 AA6004.and is referenced to NAD 83.
 AA6004
 AA6004.The geoid height was determined by GEOID03.
 AA6004
 AA6004;                    North         East     Units Scale Factor Converg.
 AA6004;SPC WA S     -   190,035.772   495,389.701   MT  0.99994652   -0 02 38.7
 AA6004;SPC WA S     -   623,475.70  1,625,291.04   sFT  0.99994652   -0 02 38.7
 AA6004;UTM  10      - 5,212,830.976   685,298.751   MT  1.00002201   +1 47 08.8
 AA6004
 AA6004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6004!SPC WA S     -   0.99991936  x   0.99994652  =   0.99986589
 AA6004!UTM  10      -   0.99991936  x   1.00002201  =   0.99994137
 AA6004
 AA6004                          SUPERSEDED SURVEY CONTROL
 AA6004
 AA6004  NAD 83(1991)-  47 02 34.82243(N)    120 33 38.40870(W) AD(       ) 1
 AA6004  ELLIP H (06/21/95)  514.60   (m)                       GP(       ) 4 2
 AA6004
 AA6004.Superseded values are not recommended for survey control.
 AA6004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6004.See file dsdata.txt to determine how the superseded data were derived.
 AA6004
 AA6004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8529912831(NAD 83)
 AA6004_MARKER: DD = SURVEY DISK
 AA6004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6004_STAMPING: STN. 0120 1993
 AA6004_MARK LOGO: WA-039
 AA6004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6004+STABILITY: SURFACE MOTION
 AA6004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6004+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6004
 AA6004  HISTORY     - Date     Condition        Report By
 AA6004  HISTORY     - 1993     MONUMENTED       MSI
 AA6004
 AA6004                          STATION DESCRIPTION
 AA6004
 AA6004'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6004'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6004'APPROXIMATELY 2.8 MI (4.5 KM) NORTH OF ELLNSBURG TOWN CENTER. TO REACH
 AA6004'THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED NORTH ON
 AA6004'WATER STREET FOR 0.65 MI (1.05 KM) TO THE INTERSECTION WITH FIFTEENTH
 AA6004'AVENUE. TURN LEFT AND PROCEED WEST ON FIFTEENTH AVENUE FOR 0.5 MI (0.8
 AA6004'KM) TO WHERE THE ROAD BENDS TO THE RIGHT. BEAR RIGHT AND PROCEED
 AA6004'NORTHWEST ON DRY CREEK ROAD FOR 0.7 MI (1.1 KM) TO THE INTERSECTION
 AA6004'WITH REECER CREEK ROAD ON THE RIGHT. BEAR RIGHT AND PROCEED NORTH ON
 AA6004'REECER CREEK ROAD FOR 2.0 MI (3.2 KM) TO THE INTERSECTION WITH HUNGRY
 AA6004'JUNCTION ROAD. TURN RIGHT AND PROCEED EAST ON HUNGRY JUNCTION ROAD FOR
 AA6004'0.45 MI (0.72 KM) TO THE STATION ON THE LEFT, JUST PAST THE
 AA6004'INTERSECTION WITH KERR ROAD. THE STATION IS A COUNTY OF KITTITAS
 AA6004'SURVEY DISK STAMPED "STN. 0120 1993", AND SET IN THE TOP OF A CONCRETE
 AA6004'MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE
 AA6004'GROUND LEVEL. THE DISK IS LOCATED 43.0 FT (13.1 M) WEST OF POWER POLE
 AA6004'NO. R10RI, 57.3 FT (17.5 M) NORTHWEST OF THE WESTERN GATEPOST ON THE
 AA6004'SOUTH SIDE OF THE ROAD, 43.1 FT (13.1 M) NORTH-NORTHWEST OF THE TOP OF
 AA6004'A CULVERT, 20.0 FT (6.1 M) NORTH OF THE CENTERLINE OF HUNGRY JUNCTION
 AA6004'ROAD, 74.0 FT (22.6 M) EAST OF THE CENTERLINE OF KERR ROAD, AND 2.0 FT
 AA6004'(0.6 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6005 ***********************************************************************
 AA6005  DESIGNATION -  0121 1993
 AA6005  PID         -  AA6005
 AA6005  STATE/COUNTY-  WA/KITTITAS
 AA6005  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AA6005
 AA6005                         *CURRENT SURVEY CONTROL
 AA6005  ___________________________________________________________________
 AA6005* NAD 83(1998)-  47 02 35.09871(N)    120 35 48.74918(W)     ADJUSTED  
 AA6005* NAVD 88     -       503.5    (meters)    1652.     (feet)  GPS OBS   
 AA6005  ___________________________________________________________________
 AA6005  X           -  -2,216,423.025 (meters)                     COMP
 AA6005  Y           -  -3,748,233.262 (meters)                     COMP
 AA6005  Z           -   4,645,383.755 (meters)                     COMP
 AA6005  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 AA6005  ELLIP HEIGHT-         483.41  (meters)          (07/05/01) GPS OBS
 AA6005  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 AA6005
 AA6005  HORZ ORDER  -  FIRST
 AA6005  ELLP ORDER  -  FOURTH    CLASS II
 AA6005
 AA6005.The horizontal coordinates were established by GPS observations
 AA6005.and adjusted by the National Geodetic Survey in July 2001..
 AA6005.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6005.DATUM ITEM on the data sheet items page.
 AA6005
 AA6005.The orthometric height was determined by GPS observations and a
 AA6005.high-resolution geoid model.
 AA6005
 AA6005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6005
 AA6005.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6005
 AA6005.The ellipsoidal height was determined by GPS observations
 AA6005.and is referenced to NAD 83.
 AA6005
 AA6005.The geoid height was determined by GEOID03.
 AA6005
 AA6005;                    North         East     Units Scale Factor Converg.
 AA6005;SPC WA S     -   190,047.009   492,638.413   MT  0.99994653   -0 04 13.3
 AA6005;SPC WA S     -   623,512.56  1,616,264.53   sFT  0.99994653   -0 04 13.3
 AA6005;UTM  10      - 5,212,754.355   682,548.316   MT  1.00000958   +1 45 33.3
 AA6005
 AA6005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6005!SPC WA S     -   0.99992423  x   0.99994653  =   0.99987077
 AA6005!UTM  10      -   0.99992423  x   1.00000958  =   0.99993381
 AA6005
 AA6005                          SUPERSEDED SURVEY CONTROL
 AA6005
 AA6005  NAD 83(1991)-  47 02 35.09737(N)    120 35 48.74918(W) AD(       ) 1
 AA6005  ELLIP H (06/21/95)  483.54   (m)                       GP(       ) 4 2
 AA6005
 AA6005.Superseded values are not recommended for survey control.
 AA6005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6005.See file dsdata.txt to determine how the superseded data were derived.
 AA6005
 AA6005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8254812754(NAD 83)
 AA6005_MARKER: DD = SURVEY DISK
 AA6005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6005_STAMPING: STN. 0121 1993
 AA6005_MARK LOGO: WA-039
 AA6005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6005+STABILITY: SURFACE MOTION
 AA6005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6005+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6005
 AA6005  HISTORY     - Date     Condition        Report By
 AA6005  HISTORY     - 1993     MONUMENTED       MSI
 AA6005
 AA6005                          STATION DESCRIPTION
 AA6005
 AA6005'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6005'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6005'APPROXIMATELY 3.6 MI (5.8 KM) NORTH-WEST OF ELLNSBURG TOWN CENTER, AND
 AA6005'3.5 MI (5.6 KM) SOUTHEAST OF THE VILLAGE OF THORP. TO REACH THE
 AA6005'STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED NORTH ON
 AA6005'WATER STREET FOR 0.65 MI (1.05 KM) TO THE INTERSECTION WITH FIFTEENTH
 AA6005'AVENUE. TURN LEFT AND PROCEED WEST ON FIFTEENTH AVENUE FOR 0.5 MI (0.8
 AA6005'KM) TO WHERE THE ROAD BENDS TO THE RIGHT. BEAR RIGHT AND PROCEED
 AA6005'NORTHWEST ON DRY CREEK ROAD FOR 0.7 MI (1.1 KM) TO THE INTERSECTION
 AA6005'WITH REECER CREEK ROAD ON THE RIGHT. BEAR RIGHT AND PROCEED NORTH ON
 AA6005'REECER CREEK ROAD FOR 2.0 MI (3.2 KM) TO THE INTERSECTION WITH HUNGRY
 AA6005'JUNCTION ROAD. TURN LEFT AND PROCEED WEST ON HUNGRY JUNCTION ROAD FOR
 AA6005'1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT, OPPOSITE A GREY HOUSE.
 AA6005'THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0121
 AA6005'1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH
 AA6005'DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED
 AA6005'45.5 FT (13.9 M) WEST OF THE WESTERNMOST GATEPOST OF A GATEWAY, 28.2
 AA6005'FT (8.6 M) NORTH OF THE CENTERLINE OF HUNGRY JUNCTION ROAD, 76.0 FT
 AA6005'(23.2 M) NORTHEAST OF A POWER POLE ON THE SOUTH SIDE OF THE ROAD, AND
 AA6005'3.6 FT (1.1 M) SOUTHWEST OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6006 ***********************************************************************
 AA6006  DESIGNATION -  0122 1993
 AA6006  PID         -  AA6006
 AA6006  STATE/COUNTY-  WA/KITTITAS
 AA6006  USGS QUAD   -  COLOCKUM PASS SW (1983)
 AA6006
 AA6006                         *CURRENT SURVEY CONTROL
 AA6006  ___________________________________________________________________
 AA6006* NAD 83(1998)-  47 07 19.44454(N)    120 28 35.49529(W)     ADJUSTED  
 AA6006* NAVD 88     -       748.4    (meters)    2455.     (feet)  GPS OBS   
 AA6006  ___________________________________________________________________
 AA6006  X           -  -2,205,367.988 (meters)                     COMP
 AA6006  Y           -  -3,747,481.850 (meters)                     COMP
 AA6006  Z           -   4,651,543.327 (meters)                     COMP
 AA6006  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AA6006  ELLIP HEIGHT-         728.75  (meters)          (07/05/01) GPS OBS
 AA6006  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 AA6006
 AA6006  HORZ ORDER  -  FIRST
 AA6006  ELLP ORDER  -  FOURTH    CLASS II
 AA6006
 AA6006.The horizontal coordinates were established by GPS observations
 AA6006.and adjusted by the National Geodetic Survey in July 2001..
 AA6006.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6006.DATUM ITEM on the data sheet items page.
 AA6006
 AA6006.The orthometric height was determined by GPS observations and a
 AA6006.high-resolution geoid model.
 AA6006
 AA6006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6006
 AA6006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6006
 AA6006.The ellipsoidal height was determined by GPS observations
 AA6006.and is referenced to NAD 83.
 AA6006
 AA6006.The geoid height was determined by GEOID03.
 AA6006
 AA6006;                    North         East     Units Scale Factor Converg.
 AA6006;SPC WA S     -   198,823.286   501,781.159   MT  0.99995852   +0 01 01.4
 AA6006;SPC WA S     -   652,306.06  1,646,260.35   sFT  0.99995852   +0 01 01.4
 AA6006;UTM  10      - 5,221,819.001   691,406.640   MT  1.00005029   +1 50 59.2
 AA6006
 AA6006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6006!SPC WA S     -   0.99988578  x   0.99995852  =   0.99984431
 AA6006!UTM  10      -   0.99988578  x   1.00005029  =   0.99993607
 AA6006
 AA6006                          SUPERSEDED SURVEY CONTROL
 AA6006
 AA6006  NAD 83(1991)-  47 07 19.44323(N)    120 28 35.49525(W) AD(       ) 1
 AA6006  ELLIP H (06/21/95)  728.88   (m)                       GP(       ) 4 2
 AA6006
 AA6006.Superseded values are not recommended for survey control.
 AA6006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6006.See file dsdata.txt to determine how the superseded data were derived.
 AA6006
 AA6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9140721819(NAD 83)
 AA6006_MARKER: DD = SURVEY DISK
 AA6006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6006_STAMPING: STN. 0122 1993
 AA6006_MARK LOGO: WA-039
 AA6006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6006+STABILITY: SURFACE MOTION
 AA6006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6006+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6006
 AA6006  HISTORY     - Date     Condition        Report By
 AA6006  HISTORY     - 1993     MONUMENTED       MSI
 AA6006
 AA6006                          STATION DESCRIPTION
 AA6006
 AA6006'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6006'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6006'APPROXIMATELY 8.5 MI (13.7 KM) NORTH-EAST OF ELLNSBURG TOWN CENTER. TO
 AA6006'REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED
 AA6006'NORTH ON MAIN STREET FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH
 AA6006'8TH AVENUE. TURN RIGHT AND PROCEED EAST ON 8TH AVENUE (LATER VANTAGE
 AA6006'HIGHWAY) FOR 4.1 MI (6.6 KM) TO THE INTERSECTION WITH NANEUM ROAD ON
 AA6006'THE LEFT. TURN LEFT AND PROCEED NORTH ON NANEUM ROAD FOR 7.3 MI (11.7
 AA6006'KM) TO THE INTERSECTION WITH CHARLTON ROAD. CONTINUE NORTH ON NANEUM
 AA6006'ROAD FOR 1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT. THE STATION IS A
 AA6006'COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0122 1993", AND SET IN
 AA6006'THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND IS
 AA6006'FLUSH WITH GROUND LEVEL. THE DISK IS LOCATED 28.6 FT (8.7 M) NORTH OF
 AA6006'THE CENTERLINE OF NANEUM ROAD, 91.9 FT (28.0 M) WEST OF A FENCE
 AA6006'CORNER, 178.9 FT (54.5 M) EAST-NORTHEAST OF TELEPHONE PEDESTAL NO.
 AA6006'D367, AND 1.8 FT (0.5 M) SOUTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6007 ***********************************************************************
 AA6007  DESIGNATION -  0124 1993
 AA6007  PID         -  AA6007
 AA6007  STATE/COUNTY-  WA/KITTITAS
 AA6007  USGS QUAD   -  COLOCKUM PASS SE (1966)
 AA6007
 AA6007                         *CURRENT SURVEY CONTROL
 AA6007  ___________________________________________________________________
 AA6007* NAD 83(1998)-  47 06 17.49459(N)    120 22 33.06298(W)     ADJUSTED  
 AA6007* NAVD 88     -       818.3    (meters)    2685.     (feet)  GPS OBS   
 AA6007  ___________________________________________________________________
 AA6007  X           -  -2,199,512.741 (meters)                     COMP
 AA6007  Y           -  -3,752,601.626 (meters)                     COMP
 AA6007  Z           -   4,650,292.384 (meters)                     COMP
 AA6007  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AA6007  ELLIP HEIGHT-         798.59  (meters)          (07/05/01) GPS OBS
 AA6007  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 AA6007
 AA6007  HORZ ORDER  -  FIRST
 AA6007  ELLP ORDER  -  FOURTH    CLASS II
 AA6007
 AA6007.The horizontal coordinates were established by GPS observations
 AA6007.and adjusted by the National Geodetic Survey in July 2001..
 AA6007.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6007.DATUM ITEM on the data sheet items page.
 AA6007
 AA6007.The orthometric height was determined by GPS observations and a
 AA6007.high-resolution geoid model.
 AA6007
 AA6007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6007
 AA6007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6007
 AA6007.The ellipsoidal height was determined by GPS observations
 AA6007.and is referenced to NAD 83.
 AA6007
 AA6007.The geoid height was determined by GEOID03.
 AA6007
 AA6007;                    North         East     Units Scale Factor Converg.
 AA6007;SPC WA S     -   196,917.418   509,423.379   MT  0.99995575   +0 05 24.7
 AA6007;SPC WA S     -   646,053.23  1,671,333.20   sFT  0.99995575   +0 05 24.7
 AA6007;UTM  10      - 5,220,158.345   699,106.765   MT  1.00008725   +1 55 23.1
 AA6007
 AA6007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6007!SPC WA S     -   0.99987484  x   0.99995575  =   0.99983059
 AA6007!UTM  10      -   0.99987484  x   1.00008725  =   0.99996208
 AA6007
 AA6007                          SUPERSEDED SURVEY CONTROL
 AA6007
 AA6007  NAD 83(1991)-  47 06 17.49334(N)    120 22 33.06289(W) AD(       ) 1
 AA6007  ELLIP H (06/21/95)  798.72   (m)                       GP(       ) 4 2
 AA6007
 AA6007.Superseded values are not recommended for survey control.
 AA6007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6007.See file dsdata.txt to determine how the superseded data were derived.
 AA6007
 AA6007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9910720158(NAD 83)
 AA6007_MARKER: DD = SURVEY DISK
 AA6007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6007_STAMPING: STN. 0124 1993
 AA6007_MARK LOGO: WA-039
 AA6007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6007+STABILITY: SURFACE MOTION
 AA6007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6007+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6007
 AA6007  HISTORY     - Date     Condition        Report By
 AA6007  HISTORY     - 1993     MONUMENTED       MSI
 AA6007
 AA6007                          STATION DESCRIPTION
 AA6007
 AA6007'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6007'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6007'APPROXIMATELY 10.5 MI (16.9 KM) NORTH-EAST OF ELLNSBURG TOWN CENTER.
 AA6007'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED
 AA6007'NORTH ON MAIN STREET FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH
 AA6007'8TH AVENUE. TURN RIGHT AND PROCEED EAST ON 8TH AVENUE (LATER VANTAGE
 AA6007'HIGHWAY) FOR 5.6 MI (9.0 KM) TO THE INTERSECTION WITH FAIRVIEW ROAD ON
 AA6007'THE LEFT. TURN LEFT AND PROCEED NORTH ON FAIRVIEW ROAD FOR 3.1 MI (5.0
 AA6007'KM) TO THE FAIRVIEW FIRE STATION, AND THE INTERSECTION WITH BRICK MILL
 AA6007'ROAD. TURN RIGHT AND PROCEED EAST ON BRICK MILL ROAD FOR 2.3 MI (3.7
 AA6007'KM) TO THE INTERSECTION WITH COOKE CANYON ROAD ON THE LEFT. TURN LEFT
 AA6007'AND PROCEED NORTH ON COOKE CANYON ROAD FOR 2.5 MI (4.0 KM) TO A
 AA6007'T-INTERSECTION. TURN RIGHT AND PROCEED EAST AND THEN NORTH ON COOKE
 AA6007'CANYON ROAD FOR 2.1 MI (3.4 KM) TO THE END OF COUNTY ROAD, AND THE
 AA6007'STATION ON THE LEFT, JUST SOUTH OF A CATTLE GUARD. THE STATION IS A
 AA6007'COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0124 1993", AND SET IN
 AA6007'THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND IS
 AA6007'FLUSH WITH GROUND LEVEL. THE DISK IS LOCATED 19.6 FT (6.0 M)
 AA6007'NORTH-NORTHWEST OF POWER POLE NO. 264596104203, 12.6 FT (3.8 M)
 AA6007'WEST-NORTHWEST OF THE WEST END OF A CULVERT, 22.0 FT (6.7 M)
 AA6007'WEST-SOUTHWEST OF THE CENTERLINE OF COOKE CANYON ROAD, 24.8 FT (7.6 M)
 AA6007'SOUTHWEST OF THE CENTER OF A CATTLE GUARD, 11.2 FT (3.4 M)
 AA6007'SOUTH-SOUTHEAST OF A FENCE LINE, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE
 AA6007'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6008 ***********************************************************************
 AA6008  DESIGNATION -  0125 1993
 AA6008  PID         -  AA6008
 AA6008  STATE/COUNTY-  WA/KITTITAS
 AA6008  USGS QUAD   -  COLOCKUM PASS SE (1966)
 AA6008
 AA6008                         *CURRENT SURVEY CONTROL
 AA6008  ___________________________________________________________________
 AA6008* NAD 83(1998)-  47 04 30.91559(N)    120 22 14.15027(W)     ADJUSTED  
 AA6008* NAVD 88     -       704.1    (meters)    2310.     (feet)  GPS OBS   
 AA6008  ___________________________________________________________________
 AA6008  X           -  -2,200,348.196 (meters)                     COMP
 AA6008  Y           -  -3,754,816.141 (meters)                     COMP
 AA6008  Z           -   4,647,967.447 (meters)                     COMP
 AA6008  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 AA6008  ELLIP HEIGHT-         684.17  (meters)          (07/05/01) GPS OBS
 AA6008  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 AA6008
 AA6008  HORZ ORDER  -  FIRST
 AA6008  ELLP ORDER  -  FOURTH    CLASS II
 AA6008
 AA6008.The horizontal coordinates were established by GPS observations
 AA6008.and adjusted by the National Geodetic Survey in July 2001..
 AA6008.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6008.DATUM ITEM on the data sheet items page.
 AA6008
 AA6008.The orthometric height was determined by GPS observations and a
 AA6008.high-resolution geoid model.
 AA6008
 AA6008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6008
 AA6008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6008
 AA6008.The ellipsoidal height was determined by GPS observations
 AA6008.and is referenced to NAD 83.
 AA6008
 AA6008.The geoid height was determined by GEOID03.
 AA6008
 AA6008;                    North         East     Units Scale Factor Converg.
 AA6008;SPC WA S     -   193,626.920   509,827.540   MT  0.99995119   +0 05 38.4
 AA6008;SPC WA S     -   635,257.65  1,672,659.19   sFT  0.99995119   +0 05 38.4
 AA6008;UTM  10      - 5,216,882.012   699,616.009   MT  1.00008975   +1 55 33.6
 AA6008
 AA6008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6008!SPC WA S     -   0.99989277  x   0.99995119  =   0.99984396
 AA6008!UTM  10      -   0.99989277  x   1.00008975  =   0.99998251
 AA6008
 AA6008                          SUPERSEDED SURVEY CONTROL
 AA6008
 AA6008  NAD 83(1991)-  47 04 30.91436(N)    120 22 14.15018(W) AD(       ) 1
 AA6008  ELLIP H (06/21/95)  684.30   (m)                       GP(       ) 4 2
 AA6008
 AA6008.Superseded values are not recommended for survey control.
 AA6008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6008.See file dsdata.txt to determine how the superseded data were derived.
 AA6008
 AA6008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9961616882(NAD 83)
 AA6008_MARKER: DD = SURVEY DISK
 AA6008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6008_STAMPING: STN. 0125 1993
 AA6008_MARK LOGO: WA-039
 AA6008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6008+STABILITY: SURFACE MOTION
 AA6008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6008+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 AA6008
 AA6008  HISTORY     - Date     Condition        Report By
 AA6008  HISTORY     - 1993     MONUMENTED       MSI
 AA6008  HISTORY     - 20060916 GOOD             GEOCAC
 AA6008
 AA6008                          STATION DESCRIPTION
 AA6008
 AA6008'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6008'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6008'APPROXIMATELY 9.25 MI (14.89 KM) NORTH-EAST OF ELLNSBURG TOWN CENTER.
 AA6008'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED
 AA6008'NORTH ON MAIN STREET FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH
 AA6008'8TH AVENUE. TURN RIGHT AND PROCEED EAST ON 8TH AVENUE (LATER VANTAGE
 AA6008'HIGHWAY) FOR 5.6 MI (9.0 KM) TO THE INTERSECTION WITH FAIRVIEW ROAD ON
 AA6008'THE LEFT. TURN LEFT AND PROCEED NORTH ON FAIRVIEW ROAD FOR 3.1 MI (5.0
 AA6008'KM) TO THE FAIRVIEW FIRE STATION, AND THE INTERSECTION WITH BRICK MILL
 AA6008'ROAD. TURN RIGHT AND PROCEED EAST ON BRICK MILL ROAD FOR 3.1 MI (5.0
 AA6008'KM) TO THE INTERSECTION WITH COLOCKUM ROAD ON THE LEFT. TURN LEFT AND
 AA6008'PROCEED NORTH ON COLOCKUM ROAD FOR 2.0 MI (3.2 KM) TO THE INTERSECTION
 AA6008'WITH GAGE ROAD, AND THE STATION IN THE NORTHWEST CORNER OF THE
 AA6008'INTERSECTION. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED
 AA6008'"STN. 0125 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS
 AA6008'A 10 INCH DIAMETER AND PROJECTS 2 IN ABOVE GROUND LEVEL. THE DISK IS
 AA6008'LOCATED 3.3 FT (1.0 M) SOUTH OF A FENCE LINE, 22.7 FT (6.9 M) NORTH OF
 AA6008'THE CENTERLINE OF GAGE ROAD, 94.0 FT (28.7 M) WEST OF THE CENTERLINE
 AA6008'OF COLOCKUM ROAD, 77.8 FT (23.7 M) WEST-NORTHWEST OF A 6 X 6 FENCE
 AA6008'CORNER ON THE SOUTH SIDE OF GAGE ROAD, AND 0.5 FT (15.2 CM) SOUTH OF
 AA6008'AN ORANGE CARSONITE WITNESS POST.
 AA6008
 AA6008                          STATION RECOVERY (2006)
 AA6008
 AA6008'RECOVERY NOTE BY GEOCACHING 2006 (TJW)
 AA6008'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6009 ***********************************************************************
 AA6009  DESIGNATION -  0126 1993
 AA6009  PID         -  AA6009
 AA6009  STATE/COUNTY-  WA/KITTITAS
 AA6009  USGS QUAD   -  COLOCKUM PASS SE (1966)
 AA6009
 AA6009                         *CURRENT SURVEY CONTROL
 AA6009  ___________________________________________________________________
 AA6009* NAD 83(1998)-  47 02 42.91394(N)    120 21 56.78955(W)     ADJUSTED  
 AA6009* NAVD 88     -       621.0    (meters)    2037.     (feet)  GPS OBS   
 AA6009  ___________________________________________________________________
 AA6009  X           -  -2,201,237.904 (meters)                     COMP
 AA6009  Y           -  -3,757,059.288 (meters)                     COMP
 AA6009  Z           -   4,645,634.260 (meters)                     COMP
 AA6009  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 AA6009  ELLIP HEIGHT-         600.96  (meters)          (07/05/01) GPS OBS
 AA6009  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 AA6009
 AA6009  HORZ ORDER  -  FIRST
 AA6009  ELLP ORDER  -  FOURTH    CLASS II
 AA6009
 AA6009.The horizontal coordinates were established by GPS observations
 AA6009.and adjusted by the National Geodetic Survey in July 2001..
 AA6009.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6009.DATUM ITEM on the data sheet items page.
 AA6009
 AA6009.The orthometric height was determined by GPS observations and a
 AA6009.high-resolution geoid model.
 AA6009
 AA6009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6009
 AA6009.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6009
 AA6009.The ellipsoidal height was determined by GPS observations
 AA6009.and is referenced to NAD 83.
 AA6009
 AA6009.The geoid height was determined by GEOID03.
 AA6009
 AA6009;                    North         East     Units Scale Factor Converg.
 AA6009;SPC WA S     -   190,292.496   510,199.456   MT  0.99994684   +0 05 51.0
 AA6009;SPC WA S     -   624,317.96  1,673,879.38   sFT  0.99994684   +0 05 51.0
 AA6009;UTM  10      - 5,213,560.707   700,094.375   MT  1.00009210   +1 55 43.0
 AA6009
 AA6009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6009!SPC WA S     -   0.99990581  x   0.99994684  =   0.99985265
 AA6009!UTM  10      -   0.99990581  x   1.00009210  =   0.99999790
 AA6009
 AA6009                          SUPERSEDED SURVEY CONTROL
 AA6009
 AA6009  NAD 83(1991)-  47 02 42.91274(N)    120 21 56.78946(W) AD(       ) 1
 AA6009  ELLIP H (06/21/95)  601.09   (m)                       GP(       ) 4 2
 AA6009
 AA6009.Superseded values are not recommended for survey control.
 AA6009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6009.See file dsdata.txt to determine how the superseded data were derived.
 AA6009
 AA6009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0009413561(NAD 83)
 AA6009_MARKER: DD = SURVEY DISK
 AA6009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6009_STAMPING: STN. 0126 1993
 AA6009_MARK LOGO: WA-039
 AA6009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6009+STABILITY: SURFACE MOTION
 AA6009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6009+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6009
 AA6009  HISTORY     - Date     Condition        Report By
 AA6009  HISTORY     - 1993     MONUMENTED       MSI
 AA6009
 AA6009                          STATION DESCRIPTION
 AA6009
 AA6009'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6009'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6009'APPROXIMATELY 8.75 MI (14.08 KM) EAST-NORTHEAST OF ELLENSBURG TOWN
 AA6009'CENTER. TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG,
 AA6009'PROCEED NORTH ON MAIN STREET FOR 0.25 MI (0.40 KM) TO THE INTERSECTION
 AA6009'WITH 8TH AVENUE. TURN RIGHT AND PROCEED EAST ON 8TH AVENUE (LATER
 AA6009'VANTAGE HIGHWAY) FOR 5.6 MI (9.0 KM) TO THE INTERSECTION WITH FAIRVIEW
 AA6009'ROAD ON THE LEFT. TURN LEFT AND PROCEED NORTH ON FAIRVIEW ROAD FOR 3.1
 AA6009'MI (5.0 KM) TO THE FAIRVIEW FIRE STATION, AND THE INTERSECTION WITH
 AA6009'BRICK MILL ROAD. TURN RIGHT AND PROCEED EAST ON BRICK MILL ROAD FOR
 AA6009'3.1 MI (5.0 KM) TO THE INTERSECTION WITH COLOCKUM ROAD ON THE LEFT.
 AA6009'CONTINUE EAST ON BRICK MILL ROAD FOR 0.1 MI (0.2 KM) TURNING TO THE
 AA6009'RIGHT AND CROSSING A BRIDGE. THE STATION IS ON THE RIGHT, 215 FT (65.5
 AA6009'M) PAST THE BRIDGE. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK
 AA6009'STAMPED "STN. 0126 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT
 AA6009'WHICH HAS A 10 INCH DIAMETER AND PROJECTS 1 INCH ABOVE GROUND LEVEL.
 AA6009'THE DISK IS LOCATED 26.5 FT (8.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE
 AA6009'OF NORTH CARIBOU ROAD, 100.5 FT (30.6 M) NORTHWEST OF THE WESTERN
 AA6009'GATEPOST OF A GATEWAY LEADING SOUTHWEST INTO A FIELD, 54.0 FT (16.5 M)
 AA6009'NORTHWEST OF THE WEST END OF A METAL CULVERT UNDER NORTH CARIBOU ROAD,
 AA6009'4.4 FT (1.3 M) NORTH-NORTHEAST OF A FENCELINE, AND 2.0 FT (0.6 M)
 AA6009'NORTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6010 ***********************************************************************
 AA6010  DESIGNATION -  0127 1993
 AA6010  PID         -  AA6010
 AA6010  STATE/COUNTY-  WA/KITTITAS
 AA6010  USGS QUAD   -  COLOCKUM PASS SW (1983)
 AA6010
 AA6010                         *CURRENT SURVEY CONTROL
 AA6010  ___________________________________________________________________
 AA6010* NAD 83(1998)-  47 02 42.83905(N)    120 26 05.84763(W)     ADJUSTED  
 AA6010* NAVD 88     -       580.9    (meters)    1906.     (feet)  GPS OBS   
 AA6010  ___________________________________________________________________
 AA6010  X           -  -2,205,759.825 (meters)                     COMP
 AA6010  Y           -  -3,754,376.497 (meters)                     COMP
 AA6010  Z           -   4,645,603.298 (meters)                     COMP
 AA6010  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AA6010  ELLIP HEIGHT-         560.81  (meters)          (07/05/01) GPS OBS
 AA6010  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 AA6010
 AA6010  HORZ ORDER  -  FIRST
 AA6010  ELLP ORDER  -  FOURTH    CLASS II
 AA6010
 AA6010.The horizontal coordinates were established by GPS observations
 AA6010.and adjusted by the National Geodetic Survey in July 2001..
 AA6010.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6010.DATUM ITEM on the data sheet items page.
 AA6010
 AA6010.The orthometric height was determined by GPS observations and a
 AA6010.high-resolution geoid model.
 AA6010
 AA6010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6010
 AA6010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6010
 AA6010.The ellipsoidal height was determined by GPS observations
 AA6010.and is referenced to NAD 83.
 AA6010
 AA6010.The geoid height was determined by GEOID03.
 AA6010
 AA6010;                    North         East     Units Scale Factor Converg.
 AA6010;SPC WA S     -   190,283.543   504,942.419   MT  0.99994684   +0 02 50.1
 AA6010;SPC WA S     -   624,288.59  1,656,631.92   sFT  0.99994684   +0 02 50.1
 AA6010;UTM  10      - 5,213,383.775   694,839.612   MT  1.00006659   +1 52 40.5
 AA6010
 AA6010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6010!SPC WA S     -   0.99991210  x   0.99994684  =   0.99985895
 AA6010!UTM  10      -   0.99991210  x   1.00006659  =   0.99997869
 AA6010
 AA6010                          SUPERSEDED SURVEY CONTROL
 AA6010
 AA6010  NAD 83(1991)-  47 02 42.83780(N)    120 26 05.84752(W) AD(       ) 1
 AA6010  ELLIP H (06/21/95)  560.94   (m)                       GP(       ) 4 2
 AA6010
 AA6010.Superseded values are not recommended for survey control.
 AA6010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6010.See file dsdata.txt to determine how the superseded data were derived.
 AA6010
 AA6010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9484013384(NAD 83)
 AA6010_MARKER: DD = SURVEY DISK
 AA6010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6010_STAMPING: STN. 0127 1993
 AA6010_MARK LOGO: WA-039
 AA6010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6010+STABILITY: SURFACE MOTION
 AA6010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6010+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6010
 AA6010  HISTORY     - Date     Condition        Report By
 AA6010  HISTORY     - 1993     MONUMENTED       MSI
 AA6010
 AA6010                          STATION DESCRIPTION
 AA6010
 AA6010'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6010'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6010'APPROXIMATELY 6.0 MI (9.7 KM) EAST-NORTHEAST OF ELLENSBURG TOWN
 AA6010'CENTER. TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG,
 AA6010'PROCEED NORTH ON MAIN STREET FOR 0.25 MI (0.40 KM) TO THE INTERSECTION
 AA6010'WITH 8TH AVENUE. TURN RIGHT AND PROCEED EAST ON 8TH AVENUE (LATER
 AA6010'VANTAGE HIGHWAY) FOR 5.6 MI (9.0 KM) TO THE INTERSECTION WITH ROAD ON
 AA6010'THE LEFT. TURN LEFT AND PROCEED NORTH ON FAIRVIEW ROAD FOR 3.1 MI (5.0
 AA6010'KM) TO THE FAIRVIEW FIRE STATION, AND THE INTERSECTION WITH BRICK MILL
 AA6010'ROAD, AND THE STATION IN THE NORTHEAST CORNER OF THE INTERSECTION. THE
 AA6010'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0127 1993",
 AA6010'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA6010'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 30.0 FT
 AA6010'(9.1 M) EAST OF THE CENTERLINE OF FAIRVIEW ROAD, 124.5 FT (37.9 M)
 AA6010'NORTH OF THE CENTERLINE OF ERIKSON ROAD, 94.1 FT (28.7 M)
 AA6010'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE FIRE STATION BUILDING,
 AA6010'AND 2.0 FT (0.6 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6011 ***********************************************************************
 AA6011  DESIGNATION -  0128 1993
 AA6011  PID         -  AA6011
 AA6011  STATE/COUNTY-  WA/KITTITAS
 AA6011  USGS QUAD   -  COLOCKUM PASS SW (1983)
 AA6011
 AA6011                         *CURRENT SURVEY CONTROL
 AA6011  ___________________________________________________________________
 AA6011* NAD 83(1998)-  47 02 11.64907(N)    120 29 52.47836(W)     ADJUSTED  
 AA6011* NAVD 88     -       554.3    (meters)    1819.     (feet)  GPS OBS   
 AA6011  ___________________________________________________________________
 AA6011  X           -  -2,210,232.105 (meters)                     COMP
 AA6011  Y           -  -3,752,542.436 (meters)                     COMP
 AA6011  Z           -   4,644,927.334 (meters)                     COMP
 AA6011  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AA6011  ELLIP HEIGHT-         534.13  (meters)          (07/05/01) GPS OBS
 AA6011  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 AA6011
 AA6011  HORZ ORDER  -  FIRST
 AA6011  ELLP ORDER  -  FOURTH    CLASS II
 AA6011
 AA6011.The horizontal coordinates were established by GPS observations
 AA6011.and adjusted by the National Geodetic Survey in July 2001..
 AA6011.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6011.DATUM ITEM on the data sheet items page.
 AA6011
 AA6011.The orthometric height was determined by GPS observations and a
 AA6011.high-resolution geoid model.
 AA6011
 AA6011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6011
 AA6011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6011
 AA6011.The ellipsoidal height was determined by GPS observations
 AA6011.and is referenced to NAD 83.
 AA6011
 AA6011.The geoid height was determined by GEOID03.
 AA6011
 AA6011;                    North         East     Units Scale Factor Converg.
 AA6011;SPC WA S     -   189,318.381   500,158.790   MT  0.99994563   +0 00 05.5
 AA6011;SPC WA S     -   621,122.05  1,640,937.63   sFT  0.99994563   +0 00 05.5
 AA6011;UTM  10      - 5,212,266.193   690,088.733   MT  1.00004412   +1 49 53.6
 AA6011
 AA6011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6011!SPC WA S     -   0.99991628  x   0.99994563  =   0.99986192
 AA6011!UTM  10      -   0.99991628  x   1.00004412  =   0.99996040
 AA6011
 AA6011                          SUPERSEDED SURVEY CONTROL
 AA6011
 AA6011  NAD 83(1991)-  47 02 11.64776(N)    120 29 52.47817(W) AD(       ) 1
 AA6011  ELLIP H (06/21/95)  534.26   (m)                       GP(       ) 4 2
 AA6011
 AA6011.Superseded values are not recommended for survey control.
 AA6011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6011.See file dsdata.txt to determine how the superseded data were derived.
 AA6011
 AA6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9008912266(NAD 83)
 AA6011_MARKER: DD = SURVEY DISK
 AA6011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6011_STAMPING: STN. 0128 1993
 AA6011_MARK LOGO: WA-039
 AA6011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6011+STABILITY: SURFACE MOTION
 AA6011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6011+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6011
 AA6011  HISTORY     - Date     Condition        Report By
 AA6011  HISTORY     - 1993     MONUMENTED       MSI
 AA6011
 AA6011                          STATION DESCRIPTION
 AA6011
 AA6011'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6011'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6011'APPROXIMATELY 3.25 MI (5.23 KM) NORTHEAST OF ELLENSBURG TOWN CENTER.
 AA6011'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED
 AA6011'NORTH ON MAIN STREET FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH
 AA6011'8TH AVENUE. TURN RIGHT AND PROCEED EAST ON 8TH AVENUE (LATER VANTAGE
 AA6011'HIGHWAY) FOR 2.5 MI (4.0 KM) TO THE INTERSECTION WITH WILSON CREEK
 AA6011'ROAD ON THE LEFT. TURN LEFT AND PROCEED NORTH ON WILSON CREEK ROAD FOR
 AA6011'2.55 MI (4.10 KM) TO THE INTERSECTION WITH BRICK MILL ROAD, AND THE
 AA6011'STATION IN THE SOUTHWEST CORNER OF THE INTERSECTION. THE STATION IS A
 AA6011'COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0128 1993", AND SET IN
 AA6011'THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND
 AA6011'PROJECTS 2 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 8.0 FT (2.4
 AA6011'M) NORTH OF A FENCE LINE, 56.0 FT (17.1 M) WEST OF THE CENTERLINE OF
 AA6011'WILSON CREEK ROAD, 24.3 FT (7.4 M) SOUTH OF THE CENTERLINE OF
 AA6011'BRICKMILL ROAD, 10.4 FT (3.2 M) NORTHWEST OF THE SOUTH END OF A
 AA6011'CONCRETE CULVERT, AND 2.0 FT (0.6 M) NORTH OF AN ORANGE CARSONITE
 AA6011'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6012 ***********************************************************************
 AA6012  DESIGNATION -  0129 1993
 AA6012  PID         -  AA6012
 AA6012  STATE/COUNTY-  WA/KITTITAS
 AA6012  USGS QUAD   -  COLOCKUM PASS SW (1983)
 AA6012
 AA6012                         *CURRENT SURVEY CONTROL
 AA6012  ___________________________________________________________________
 AA6012* NAD 83(1998)-  47 00 56.68128(N)    120 27 55.75925(W)     ADJUSTED  
 AA6012* NAVD 88     -       529.0    (meters)    1736.     (feet)  GPS OBS   
 AA6012  ___________________________________________________________________
 AA6012  X           -  -2,208,958.414 (meters)                     COMP
 AA6012  Y           -  -3,755,237.738 (meters)                     COMP
 AA6012  Z           -   4,643,330.523 (meters)                     COMP
 AA6012  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA6012  ELLIP HEIGHT-         508.74  (meters)          (07/05/01) GPS OBS
 AA6012  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 AA6012
 AA6012  HORZ ORDER  -  FIRST
 AA6012  ELLP ORDER  -  FOURTH    CLASS II
 AA6012
 AA6012.The horizontal coordinates were established by GPS observations
 AA6012.and adjusted by the National Geodetic Survey in July 2001..
 AA6012.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6012.DATUM ITEM on the data sheet items page.
 AA6012
 AA6012.The orthometric height was determined by GPS observations and a
 AA6012.high-resolution geoid model.
 AA6012
 AA6012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6012
 AA6012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6012
 AA6012.The ellipsoidal height was determined by GPS observations
 AA6012.and is referenced to NAD 83.
 AA6012
 AA6012.The geoid height was determined by GEOID03.
 AA6012
 AA6012;                    North         East     Units Scale Factor Converg.
 AA6012;SPC WA S     -   187,004.007   502,623.872   MT  0.99994283   +0 01 30.2
 AA6012;SPC WA S     -   613,528.98  1,649,025.15   sFT  0.99994283   +0 01 30.2
 AA6012;UTM  10      - 5,210,031.475   692,626.726   MT  1.00005606   +1 51 16.8
 AA6012
 AA6012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6012!SPC WA S     -   0.99992026  x   0.99994283  =   0.99986310
 AA6012!UTM  10      -   0.99992026  x   1.00005606  =   0.99997632
 AA6012
 AA6012                          SUPERSEDED SURVEY CONTROL
 AA6012
 AA6012  NAD 83(1991)-  47 00 56.67999(N)    120 27 55.75909(W) AD(       ) 1
 AA6012  ELLIP H (06/21/95)  508.87   (m)                       GP(       ) 4 2
 AA6012
 AA6012.Superseded values are not recommended for survey control.
 AA6012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6012.See file dsdata.txt to determine how the superseded data were derived.
 AA6012
 AA6012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9262710031(NAD 83)
 AA6012_MARKER: DD = SURVEY DISK
 AA6012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6012_STAMPING: STN. 0129 1993
 AA6012_MARK LOGO: WA-039
 AA6012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6012+STABILITY: SURFACE MOTION
 AA6012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6012+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6012
 AA6012  HISTORY     - Date     Condition        Report By
 AA6012  HISTORY     - 1993     MONUMENTED       MSI
 AA6012
 AA6012                          STATION DESCRIPTION
 AA6012
 AA6012'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6012'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6012'APPROXIMATELY 3.75 MI (6.03 KM) NORTH-NORTHEAST OF ELLNSBURG TOWN
 AA6012'CENTER. TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG,
 AA6012'PROCEED NORTH ON MAIN STREET FOR 0.25 MI (0.40 KM) TO THE INTERSECTION
 AA6012'WITH 8TH AVENUE. TURN RIGHT AND PROCEED EAST ON 8TH AVENUE (LATER
 AA6012'VANTAGE HIGHWAY) FOR 4.1 MI (6.6 KM) TO THE INTERSECTION WITH NANEUM
 AA6012'ROAD ON THE LEFT. TURN LEFT AND PROCEED NORTH ON NANEUM ROAD FOR 1.0
 AA6012'MI (1.6 KM) TO THE INTERSECTION WITH GAME FARM ROAD ON THE LEFT.
 AA6012'CONTINUE NORTH ON NANEUM ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON
 AA6012'THE RIGHT. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED
 AA6012'"STN. 0129 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS
 AA6012'A 10 INCH DIAMETER AND IS FLUSH WITH GROUND LEVEL. THE DISK IS LOCATED
 AA6012'22.4 FT (6.8 M) SOUTH OF POWER POLE NO. JI202, 25.0 FT (7.6 M) EAST OF
 AA6012'THE CENTERLINE OF NANEUM ROAD, 50.8 FT (15.5 M) EAST-SOUTHEAST OF A
 AA6012'WOODEN POLE ON THE WEST SIDE OF THE ROAD, AND 1.0 FT (0.3 M) WEST OF
 AA6012'AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6013 ***********************************************************************
 AA6013  DESIGNATION -  0130 1993
 AA6013  PID         -  AA6013
 AA6013  STATE/COUNTY-  WA/KITTITAS
 AA6013  USGS QUAD   -  COLOCKUM PASS SW (1983)
 AA6013
 AA6013                         *CURRENT SURVEY CONTROL
 AA6013  ___________________________________________________________________
 AA6013* NAD 83(1998)-  47 01 22.10955(N)    120 24 50.62015(W)     ADJUSTED  
 AA6013* NAVD 88     -       558.5    (meters)    1832.     (feet)  GPS OBS   
 AA6013  ___________________________________________________________________
 AA6013  X           -  -2,205,306.249 (meters)                     COMP
 AA6013  Y           -  -3,756,740.854 (meters)                     COMP
 AA6013  Z           -   4,643,887.530 (meters)                     COMP
 AA6013  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AA6013  ELLIP HEIGHT-         538.29  (meters)          (07/05/01) GPS OBS
 AA6013  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 AA6013
 AA6013  HORZ ORDER  -  FIRST
 AA6013  ELLP ORDER  -  FOURTH    CLASS II
 AA6013
 AA6013.The horizontal coordinates were established by GPS observations
 AA6013.and adjusted by the National Geodetic Survey in July 2001..
 AA6013.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6013.DATUM ITEM on the data sheet items page.
 AA6013
 AA6013.The orthometric height was determined by GPS observations and a
 AA6013.high-resolution geoid model.
 AA6013
 AA6013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6013
 AA6013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6013
 AA6013.The ellipsoidal height was determined by GPS observations
 AA6013.and is referenced to NAD 83.
 AA6013
 AA6013.The geoid height was determined by GEOID03.
 AA6013
 AA6013;                    North         East     Units Scale Factor Converg.
 AA6013;SPC WA S     -   187,792.195   506,533.014   MT  0.99994377   +0 03 44.7
 AA6013;SPC WA S     -   616,114.89  1,661,850.40   sFT  0.99994377   +0 03 44.7
 AA6013;UTM  10      - 5,210,944.197   696,509.181   MT  1.00007463   +1 53 33.1
 AA6013
 AA6013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6013!SPC WA S     -   0.99991563  x   0.99994377  =   0.99985941
 AA6013!UTM  10      -   0.99991563  x   1.00007463  =   0.99999025
 AA6013
 AA6013                          SUPERSEDED SURVEY CONTROL
 AA6013
 AA6013  NAD 83(1991)-  47 01 22.10833(N)    120 24 50.62003(W) AD(       ) 1
 AA6013  ELLIP H (06/21/95)  538.42   (m)                       GP(       ) 4 2
 AA6013
 AA6013.Superseded values are not recommended for survey control.
 AA6013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6013.See file dsdata.txt to determine how the superseded data were derived.
 AA6013
 AA6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9650910944(NAD 83)
 AA6013_MARKER: DD = SURVEY DISK
 AA6013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6013_STAMPING: STN. 0130 1993
 AA6013_MARK LOGO: WA-039
 AA6013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6013+STABILITY: SURFACE MOTION
 AA6013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6013+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6013
 AA6013  HISTORY     - Date     Condition        Report By
 AA6013  HISTORY     - 1993     MONUMENTED       MSI
 AA6013
 AA6013                          STATION DESCRIPTION
 AA6013
 AA6013'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6013'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6013'APPROXIMATELY 6.25 MI (10.06 KM) NORTH-NORTHEAST OF ELLNSBURG TOWN
 AA6013'CENTER. TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG,
 AA6013'PROCEED NORTH ON MAIN STREET FOR 0.25 MI (0.40 KM) TO THE INTERSECTION
 AA6013'WITH 8TH AVENUE. TURN RIGHT AND PROCEED EAST ON 8TH AVENUE (LATER
 AA6013'VANTAGE HIGHWAY) FOR 6.55 MI (10.54 KM) TO THE INTERSECTION WITH NO.
 AA6013'81 ROAD ON THE LEFT. TURN LEFT AND PROCEED NORTH ON NO. 81 ROAD FOR
 AA6013'1.5 MI (2.4 KM) TO THE INTERSECTION WITH LYONS ROAD. TURN LEFT AND
 AA6013'PROCEED WEST ON LYONS ROAD FOR 320 FT (97.5 M) TO THE STATION ON THE
 AA6013'RIGHT. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN.
 AA6013'0130 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10
 AA6013'INCH DIAMETER AND PROJECTS 2 INCHES ABOVE GROUND LEVEL. THE DISK IS
 AA6013'LOCATED 28.7 FT (8.7 M) NORTH OF THE CENTERLINE OF LYONS ROAD, 3.5 FT
 AA6013'(1.1 M) SOUTH OF A FENCE LINE, AND 2.0 FT (0.6 M) EAST OF AN ORANGE
 AA6013'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6014 ***********************************************************************
 AA6014  DESIGNATION -  0131 1993
 AA6014  PID         -  AA6014
 AA6014  STATE/COUNTY-  WA/KITTITAS
 AA6014  USGS QUAD   -  KITTITAS (1978)
 AA6014
 AA6014                         *CURRENT SURVEY CONTROL
 AA6014  ___________________________________________________________________
 AA6014* NAD 83(1998)-  46 59 06.50988(N)    120 29 42.07538(W)     ADJUSTED  
 AA6014* NAVD 88     -       478.4    (meters)    1570.     (feet)  GPS OBS   
 AA6014  ___________________________________________________________________
 AA6014  X           -  -2,212,138.943 (meters)                     COMP
 AA6014  Y           -  -3,756,213.085 (meters)                     COMP
 AA6014  Z           -   4,640,973.034 (meters)                     COMP
 AA6014  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AA6014  ELLIP HEIGHT-         458.08  (meters)          (07/05/01) GPS OBS
 AA6014  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 AA6014
 AA6014  HORZ ORDER  -  FIRST
 AA6014  ELLP ORDER  -  FOURTH    CLASS II
 AA6014
 AA6014.The horizontal coordinates were established by GPS observations
 AA6014.and adjusted by the National Geodetic Survey in July 2001..
 AA6014.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6014.DATUM ITEM on the data sheet items page.
 AA6014
 AA6014.The orthometric height was determined by GPS observations and a
 AA6014.high-resolution geoid model.
 AA6014
 AA6014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6014
 AA6014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6014
 AA6014.The ellipsoidal height was determined by GPS observations
 AA6014.and is referenced to NAD 83.
 AA6014
 AA6014.The geoid height was determined by GEOID03.
 AA6014
 AA6014;                    North         East     Units Scale Factor Converg.
 AA6014;SPC WA S     -   183,601.466   500,378.769   MT  0.99993896   +0 00 13.0
 AA6014;SPC WA S     -   602,365.81  1,641,659.34   sFT  0.99993896   +0 00 13.0
 AA6014;UTM  10      - 5,206,558.626   690,491.133   MT  1.00004600   +1 49 55.7
 AA6014
 AA6014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6014!SPC WA S     -   0.99992820  x   0.99993896  =   0.99986717
 AA6014!UTM  10      -   0.99992820  x   1.00004600  =   0.99997420
 AA6014
 AA6014                          SUPERSEDED SURVEY CONTROL
 AA6014
 AA6014  NAD 83(1991)-  46 59 06.50859(N)    120 29 42.07523(W) AD(       ) 1
 AA6014  ELLIP H (06/21/95)  458.20   (m)                       GP(       ) 4 2
 AA6014
 AA6014.Superseded values are not recommended for survey control.
 AA6014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6014.See file dsdata.txt to determine how the superseded data were derived.
 AA6014
 AA6014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9049106559(NAD 83)
 AA6014_MARKER: DD = SURVEY DISK
 AA6014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6014_STAMPING: STN. 0131 1993
 AA6014_MARK LOGO: WA-039
 AA6014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6014+STABILITY: SURFACE MOTION
 AA6014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6014+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6014
 AA6014  HISTORY     - Date     Condition        Report By
 AA6014  HISTORY     - 1993     MONUMENTED       MSI
 AA6014
 AA6014                          STATION DESCRIPTION
 AA6014
 AA6014'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6014'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6014'APPROXIMATELY 3.7 MI (6.0 KM) NORTH OF THE VILLAGE OF THRALL, AND 3.5
 AA6014'MI (5.6 KM) WEST OF THE TOWN OF KITTITAS. TO REACH THE STATION FROM
 AA6014'THE INTERSECTION OF KITTITAS HIGHWAY AND NO. 81 ROAD IN THE TOWN OF
 AA6014'KITTITAS, PROCEED WEST ON KITTITAS HIGHWAY FOR 3.9 MI (6.3 KM) TO THE
 AA6014'INTERSECTION WITH BROAD VIEW ROAD ON THE RIGHT, AND THE STATION ON THE
 AA6014'RIGHT IN THE NORTHWEST CORNER OF THE INTERSECTION. THE STATION IS A
 AA6014'COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0131 1993", AND SET IN
 AA6014'THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND
 AA6014'PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 19.0 FT (5.8
 AA6014'M) WEST OF CENTERLINE OF BROAD VIEW ROAD, 38.0 FT (11.6 M) NORTH OF
 AA6014'CENTERLINE OF KITTITAS HIGHWAY, 17.5 FT (5.3 M) NORTH-NORTHEAST OF
 AA6014'WEST END OF METAL CULVERT, 10.6 FT (3.2 M) SOUTHEAST OF WOODEN FENCE
 AA6014'POST, AND 2.0 FT (0.6 M) EAST OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6015 ***********************************************************************
 AA6015  DESIGNATION -  0132 1993
 AA6015  PID         -  AA6015
 AA6015  STATE/COUNTY-  WA/KITTITAS
 AA6015  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 AA6015
 AA6015                         *CURRENT SURVEY CONTROL
 AA6015  ___________________________________________________________________
 AA6015* NAD 83(1998)-  46 57 31.65508(N)    120 30 22.42804(W)     ADJUSTED  
 AA6015* NAVD 88     -       456.9    (meters)    1499.     (feet)  GPS OBS   
 AA6015  ___________________________________________________________________
 AA6015  X           -  -2,213,953.335 (meters)                     COMP
 AA6015  Y           -  -3,757,612.560 (meters)                     COMP
 AA6015  Z           -   4,638,958.377 (meters)                     COMP
 AA6015  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AA6015  ELLIP HEIGHT-         436.50  (meters)          (07/05/01) GPS OBS
 AA6015  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 AA6015
 AA6015  HORZ ORDER  -  FIRST
 AA6015  ELLP ORDER  -  FOURTH    CLASS II
 AA6015
 AA6015.The horizontal coordinates were established by GPS observations
 AA6015.and adjusted by the National Geodetic Survey in July 2001..
 AA6015.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6015.DATUM ITEM on the data sheet items page.
 AA6015
 AA6015.The orthometric height was determined by GPS observations and a
 AA6015.high-resolution geoid model.
 AA6015
 AA6015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6015
 AA6015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6015
 AA6015.The ellipsoidal height was determined by GPS observations
 AA6015.and is referenced to NAD 83.
 AA6015
 AA6015.The geoid height was determined by GEOID03.
 AA6015
 AA6015;                    North         East     Units Scale Factor Converg.
 AA6015;SPC WA S     -   180,672.479   499,525.837   MT  0.99993585   -0 00 16.3
 AA6015;SPC WA S     -   592,756.29  1,638,861.02   sFT  0.99993585   -0 00 16.3
 AA6015;UTM  10      - 5,203,603.606   689,731.991   MT  1.00004246   +1 49 23.3
 AA6015
 AA6015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6015!SPC WA S     -   0.99993158  x   0.99993585  =   0.99986744
 AA6015!UTM  10      -   0.99993158  x   1.00004246  =   0.99997404
 AA6015
 AA6015                          SUPERSEDED SURVEY CONTROL
 AA6015
 AA6015  NAD 83(1991)-  46 57 31.65382(N)    120 30 22.42788(W) AD(       ) 1
 AA6015  ELLIP H (06/21/95)  436.62   (m)                       GP(       ) 4 2
 AA6015
 AA6015.Superseded values are not recommended for survey control.
 AA6015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6015.See file dsdata.txt to determine how the superseded data were derived.
 AA6015
 AA6015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8973203604(NAD 83)
 AA6015_MARKER: DD = SURVEY DISK
 AA6015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6015_STAMPING: STN. 0132 1993
 AA6015_MARK LOGO: WA-039
 AA6015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6015+STABILITY: SURFACE MOTION
 AA6015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6015+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6015
 AA6015  HISTORY     - Date     Condition        Report By
 AA6015  HISTORY     - 1993     MONUMENTED       MSI
 AA6015
 AA6015                          STATION DESCRIPTION
 AA6015
 AA6015'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6015'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6015'APPROXIMATELY 3.2 MI (5.1 KM) SOUTHEAST OF ELLENSBURG TOWN CENTER, AND
 AA6015'2.0 MI (3.2 KM) NORTH OF THE VILLAGE OF THRALL. TO REACH THE STATION
 AA6015'FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED SOUTH ON MAIN STREET
 AA6015'FOR 0.8 MI (1.3 KM) TO THE INTERSECTION WITH KITTITAS HIGHWAY. TURN
 AA6015'LEFT AND PROCEED EAST ON KITTITAS HIGHWAY FOR 0.9 MI (1.4 KM) TO THE
 AA6015'INTERSECTION WITH BULL ROAD. TURN RIGHT AND PROCEED SOUTH ON BULL ROAD
 AA6015'THEN BERRY ROAD FOR 1.6 MI (2.6 KM) TO THE INTERSECTION WITH TJOSSEM
 AA6015'ROAD. TURN LEFT AND PROCEED EAST ON TJOSSEM ROAD FOR 1.5 MI (2.4 KM)
 AA6015'CROSSING OVER I-82 AND THE STATION IS ON THE LEFT. THE STATION IS A
 AA6015'COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0132 1993", AND SET IN
 AA6015'THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND
 AA6015'PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 8.0 FT (2.4
 AA6015'M) NORTHEAST OF THE NORTHEAST CORNER OF CONCRETE BRIDGE ABUTTMENT,
 AA6015'20.0 FT (6.1 M) NORTH OF THE CENTERLINE OF TJOSSEM ROAD, 21.0 FT (6.4
 AA6015'M) EAST OF FENCE LINE, AND 2.3 FT (0.7 M) NORTH OF CARSONITE WITNESS
 AA6015'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6016 ***********************************************************************
 AA6016  DESIGNATION -  0133 1993
 AA6016  PID         -  AA6016
 AA6016  STATE/COUNTY-  WA/KITTITAS
 AA6016  USGS QUAD   -  KITTITAS (1978)
 AA6016
 AA6016                         *CURRENT SURVEY CONTROL
 AA6016  ___________________________________________________________________
 AA6016* NAD 83(1998)-  46 55 35.03992(N)    120 29 49.24487(W)     ADJUSTED  
 AA6016* NAVD 88     -       436.4    (meters)    1432.     (feet)  GPS OBS   
 AA6016  ___________________________________________________________________
 AA6016  X           -  -2,214,677.090 (meters)                     COMP
 AA6016  Y           -  -3,760,223.951 (meters)                     COMP
 AA6016  Z           -   4,636,484.572 (meters)                     COMP
 AA6016  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 AA6016  ELLIP HEIGHT-         415.92  (meters)          (07/05/01) GPS OBS
 AA6016  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 AA6016
 AA6016  HORZ ORDER  -  FIRST
 AA6016  ELLP ORDER  -  FOURTH    CLASS II
 AA6016
 AA6016.The horizontal coordinates were established by GPS observations
 AA6016.and adjusted by the National Geodetic Survey in July 2001..
 AA6016.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6016.DATUM ITEM on the data sheet items page.
 AA6016
 AA6016.The orthometric height was determined by GPS observations and a
 AA6016.high-resolution geoid model.
 AA6016
 AA6016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6016
 AA6016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6016
 AA6016.The ellipsoidal height was determined by GPS observations
 AA6016.and is referenced to NAD 83.
 AA6016
 AA6016.The geoid height was determined by GEOID03.
 AA6016
 AA6016;                    North         East     Units Scale Factor Converg.
 AA6016;SPC WA S     -   177,071.571   500,227.516   MT  0.99993232   +0 00 07.8
 AA6016;SPC WA S     -   580,942.31  1,641,163.11   sFT  0.99993232   +0 00 07.8
 AA6016;UTM  10      - 5,200,026.507   690,548.220   MT  1.00004628   +1 49 44.1
 AA6016
 AA6016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6016!SPC WA S     -   0.99993481  x   0.99993232  =   0.99986713
 AA6016!UTM  10      -   0.99993481  x   1.00004628  =   0.99998109
 AA6016
 AA6016                          SUPERSEDED SURVEY CONTROL
 AA6016
 AA6016  NAD 83(1991)-  46 55 35.03874(N)    120 29 49.24463(W) AD(       ) 1
 AA6016  ELLIP H (06/21/95)  416.05   (m)                       GP(       ) 4 2
 AA6016
 AA6016.Superseded values are not recommended for survey control.
 AA6016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6016.See file dsdata.txt to determine how the superseded data were derived.
 AA6016
 AA6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9054800027(NAD 83)
 AA6016_MARKER: DD = SURVEY DISK
 AA6016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6016_STAMPING: STN. 0133 1993
 AA6016_MARK LOGO: WA-039
 AA6016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6016+STABILITY: SURFACE MOTION
 AA6016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6016+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6016
 AA6016  HISTORY     - Date     Condition        Report By
 AA6016  HISTORY     - 1993     MONUMENTED       MSI
 AA6016
 AA6016                          STATION DESCRIPTION
 AA6016
 AA6016'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6016'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6016'APPROXIMATELY 0.6 MI (1.0 KM) SOUTHEAST OF THE VILLAGE OF THRALL, AND
 AA6016'5.5 MI (8.9 KM) SOUTHWEST OF THE TOWN OF KITTITAS. TO REACH THE
 AA6016'STATION FROM THE INTERSECTION OF KITTITAS HIGHWAY AND NO. 81 ROAD IN
 AA6016'THE TOWN OF KITTITAS, PROCEED WEST ON KITTITAS HIGHWAY FOR 4.0 MI (6.4
 AA6016'KM) TO THE INTERSECTION WITH NO. 6 ROAD. TURN LEFT ON PROCEED SOUTH ON
 AA6016'NO. 6 ROAD FOR 4.0 MI (6.4 KM) TO THE INTERSECTION WITH THRALL ROAD,
 AA6016'AND THE STATION ON THE RIGHT IN THE NORTHWEST CORNER OF THE
 AA6016'INTERSECTION. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED
 AA6016'"STN. 0133 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS
 AA6016'A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK
 AA6016'IS LOCATED 64.8 FT (19.8 M) NORTH OF CENTERLINE OF THRALL ROAD, 73.0
 AA6016'FT (22.3 M) WEST OF CENTERLINE OF NO. 6 ROAD, 53.4 FT (16.3 M) EAST OF
 AA6016'CENTERLINE OF ON RAMP TO WEST-BOUND I-82, AND 1.7 FT (0.5 M) SOUTH OF
 AA6016'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6017 ***********************************************************************
 AA6017  DESIGNATION -  0134 1993
 AA6017  PID         -  AA6017
 AA6017  STATE/COUNTY-  WA/KITTITAS
 AA6017  USGS QUAD   -  KITTITAS (1978)
 AA6017
 AA6017                         *CURRENT SURVEY CONTROL
 AA6017  ___________________________________________________________________
 AA6017* NAD 83(1998)-  46 57 48.36601(N)    120 27 59.82763(W)     ADJUSTED  
 AA6017* NAVD 88     -       465.7    (meters)    1528.     (feet)  GPS OBS   
 AA6017  ___________________________________________________________________
 AA6017  X           -  -2,211,166.794 (meters)                     COMP
 AA6017  Y           -  -3,758,822.343 (meters)                     COMP
 AA6017  Z           -   4,639,317.045 (meters)                     COMP
 AA6017  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AA6017  ELLIP HEIGHT-         445.32  (meters)          (07/05/01) GPS OBS
 AA6017  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 AA6017
 AA6017  HORZ ORDER  -  FIRST
 AA6017  ELLP ORDER  -  FOURTH    CLASS II
 AA6017
 AA6017.The horizontal coordinates were established by GPS observations
 AA6017.and adjusted by the National Geodetic Survey in July 2001..
 AA6017.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6017.DATUM ITEM on the data sheet items page.
 AA6017
 AA6017.The orthometric height was determined by GPS observations and a
 AA6017.high-resolution geoid model.
 AA6017
 AA6017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6017
 AA6017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6017
 AA6017.The ellipsoidal height was determined by GPS observations
 AA6017.and is referenced to NAD 83.
 AA6017
 AA6017.The geoid height was determined by GEOID03.
 AA6017
 AA6017;                    North         East     Units Scale Factor Converg.
 AA6017;SPC WA S     -   181,189.009   502,540.411   MT  0.99993638   +0 01 27.3
 AA6017;SPC WA S     -   594,450.94  1,648,751.33   sFT  0.99993638   +0 01 27.3
 AA6017;UTM  10      - 5,204,216.096   692,728.896   MT  1.00005655   +1 51 08.1
 AA6017
 AA6017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6017!SPC WA S     -   0.99993020  x   0.99993638  =   0.99986659
 AA6017!UTM  10      -   0.99993020  x   1.00005655  =   0.99998675
 AA6017
 AA6017                          SUPERSEDED SURVEY CONTROL
 AA6017
 AA6017  NAD 83(1991)-  46 57 48.36478(N)    120 27 59.82746(W) AD(       ) 1
 AA6017  ELLIP H (06/21/95)  445.45   (m)                       GP(       ) 4 2
 AA6017
 AA6017.Superseded values are not recommended for survey control.
 AA6017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6017.See file dsdata.txt to determine how the superseded data were derived.
 AA6017
 AA6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9272904216(NAD 83)
 AA6017_MARKER: DD = SURVEY DISK
 AA6017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6017_STAMPING: STN. 0134 1993
 AA6017_MARK LOGO: WA-039
 AA6017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6017+STABILITY: SURFACE MOTION
 AA6017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6017+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6017
 AA6017  HISTORY     - Date     Condition        Report By
 AA6017  HISTORY     - 1993     MONUMENTED       MSI
 AA6017
 AA6017                          STATION DESCRIPTION
 AA6017
 AA6017'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6017'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6017'APPROXIMATELY 3.0 MI (4.8 KM) NORTHEAST OF THE VILLAGE OF THRALL, AND
 AA6017'4.5 MI (7.2 KM) SOUTHWEST OF THE TOWN OF KITTITAS. TO REACH THE
 AA6017'STATION FROM THE INTERSECTION OF KITTITAS HIGHWAY AND NO. 81 ROAD IN
 AA6017'THE TOWN OF KITTITAS, PROCEED WEST ON KITTITAS HIGHWAY FOR 1.5 MI (2.4
 AA6017'KM) TO THE INTERSECTION WITH FERGUSON ROAD. TURN LEFT AND PROCEED
 AA6017'SOUTH ON FERGUSON ROAD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION WITH
 AA6017'TJOSSEM ROAD, AND THE STATION ON THE LEFT IN THE NORTHEAST CORNER ON
 AA6017'THE INTERSECTION. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK
 AA6017'STAMPED "STN. 0134 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT
 AA6017'WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 AA6017'THE DISK IS LOCATED 23.0 FT (7.0 M) EAST OF CENTERLINE OF FERGUSON
 AA6017'ROAD, 39.2 FT (11.9 M) NORTH OF CENTERLINE OF TJOSSEM ROAD, 39.0 FT
 AA6017'(11.9 M) SOUTH OF POWER POLE NO. 'R69 3-40', 2.0 FT (0.6 M) WEST OF
 AA6017'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6019 ***********************************************************************
 AA6019  DESIGNATION -  0136 1993
 AA6019  PID         -  AA6019
 AA6019  STATE/COUNTY-  WA/KITTITAS
 AA6019  USGS QUAD   -  KITTITAS (1978)
 AA6019
 AA6019                         *CURRENT SURVEY CONTROL
 AA6019  ___________________________________________________________________
 AA6019* NAD 83(1998)-  46 54 44.26696(N)    120 27 18.33730(W)     ADJUSTED  
 AA6019* NAVD 88     -       551.6    (meters)    1810.     (feet)  GPS OBS   
 AA6019  ___________________________________________________________________
 AA6019  X           -  -2,212,545.840 (meters)                     COMP
 AA6019  Y           -  -3,762,898.367 (meters)                     COMP
 AA6019  Z           -   4,635,497.783 (meters)                     COMP
 AA6019  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AA6019  ELLIP HEIGHT-         531.20  (meters)          (07/05/01) GPS OBS
 AA6019  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 AA6019
 AA6019  HORZ ORDER  -  FIRST
 AA6019  ELLP ORDER  -  FOURTH    CLASS II
 AA6019
 AA6019.The horizontal coordinates were established by GPS observations
 AA6019.and adjusted by the National Geodetic Survey in July 2001..
 AA6019.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6019.DATUM ITEM on the data sheet items page.
 AA6019
 AA6019.The orthometric height was determined by GPS observations and a
 AA6019.high-resolution geoid model.
 AA6019
 AA6019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6019
 AA6019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6019
 AA6019.The ellipsoidal height was determined by GPS observations
 AA6019.and is referenced to NAD 83.
 AA6019
 AA6019.The geoid height was determined by GEOID03.
 AA6019
 AA6019;                    North         East     Units Scale Factor Converg.
 AA6019;SPC WA S     -   175,504.760   503,420.742   MT  0.99993089   +0 01 57.4
 AA6019;SPC WA S     -   575,801.87  1,651,639.55   sFT  0.99993089   +0 01 57.4
 AA6019;UTM  10      - 5,198,562.099   693,790.163   MT  1.00006159   +1 51 32.9
 AA6019
 AA6019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6019!SPC WA S     -   0.99991674  x   0.99993089  =   0.99984764
 AA6019!UTM  10      -   0.99991674  x   1.00006159  =   0.99997833
 AA6019
 AA6019                          SUPERSEDED SURVEY CONTROL
 AA6019
 AA6019  NAD 83(1991)-  46 54 44.26584(N)    120 27 18.33699(W) AD(       ) 1
 AA6019  ELLIP H (06/21/95)  531.32   (m)                       GP(       ) 4 2
 AA6019
 AA6019.Superseded values are not recommended for survey control.
 AA6019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6019.See file dsdata.txt to determine how the superseded data were derived.
 AA6019
 AA6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS9379098562(NAD 83)
 AA6019_MARKER: DD = SURVEY DISK
 AA6019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6019_STAMPING: STN. 0136 1993
 AA6019_MARK LOGO: WA-039
 AA6019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6019+STABILITY: SURFACE MOTION
 AA6019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6019+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6019
 AA6019  HISTORY     - Date     Condition        Report By
 AA6019  HISTORY     - 1993     MONUMENTED       MSI
 AA6019
 AA6019                          STATION DESCRIPTION
 AA6019
 AA6019'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6019'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6019'APPROXIMATELY 2.7 MI (4.3 KM) SOUTHEAST OF THE VILLAGE OF THRALL, AND
 AA6019'5.2 MI (8.4 KM) SOUTH OF THE TOWN OF KITTITAS. TO REACH THE STATION
 AA6019'FROM THE INTERSECTION OF KITTITAS HIGHWAY AND NO. 81 ROAD IN THE TOWN
 AA6019'OF KITTITAS, PROCEED WEST ON KITTITAS HIGHWAY FOR 1.0 MI (1.6 KM) TO
 AA6019'THE INTERSECTION WITH FAIRVIEW ROAD. TURN LEFT AND PROCEED SOUTH ON
 AA6019'FAIRVIEW FOR 1.0 MI (1.6 KM) AND THEN DENMARK ROAD FOR 3.0 MI (4.8 KM)
 AA6019'TO THE INTERSECTION WITH THRALL ROAD. TURN RIGHT AND PROCEED WEST FOR
 AA6019'0.9 MI (1.4 KM) TO THE INTERSECTION WITH DODGE ROAD ON THE LEFT. TURN
 AA6019'LEFT AND PROCEED SOUTH ON DODGE ROAD FOR 1.0 MI (1.6 KM) AND THE
 AA6019'STATION ON THE LEFT. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK
 AA6019'STAMPED "STN. 0136 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT
 AA6019'WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 AA6019'THE DISK IS LOCATED 14.7 FT (4.5 M) EAST OF CENTERLINE OF DODGE ROAD,
 AA6019'14.9 FT (4.5 M) SOUTH OF POWER POLE, 42.0 FT (12.8 M) SOUTHEAST OF
 AA6019'UPRIGHT CONCRETE CULVERT, AND 2.0 FT (0.6 M) WEST OF CARSONITE WITNESS
 AA6019'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6020 ***********************************************************************
 AA6020  DESIGNATION -  0137 1993
 AA6020  PID         -  AA6020
 AA6020  STATE/COUNTY-  WA/KITTITAS
 AA6020  USGS QUAD   -  KITTITAS (1978)
 AA6020
 AA6020                         *CURRENT SURVEY CONTROL
 AA6020  ___________________________________________________________________
 AA6020* NAD 83(1998)-  46 53 11.25470(N)    120 25 34.58474(W)     ADJUSTED  
 AA6020* NAVD 88     -       795.4    (meters)    2610.     (feet)  GPS OBS   
 AA6020  ___________________________________________________________________
 AA6020  X           -  -2,211,799.326 (meters)                     COMP
 AA6020  Y           -  -3,765,962.975 (meters)                     COMP
 AA6020  Z           -   4,633,713.007 (meters)                     COMP
 AA6020  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AA6020  ELLIP HEIGHT-         774.95  (meters)          (07/05/01) GPS OBS
 AA6020  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 AA6020
 AA6020  HORZ ORDER  -  FIRST
 AA6020  ELLP ORDER  -  FOURTH    CLASS II
 AA6020
 AA6020.The horizontal coordinates were established by GPS observations
 AA6020.and adjusted by the National Geodetic Survey in July 2001..
 AA6020.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6020.DATUM ITEM on the data sheet items page.
 AA6020
 AA6020.The orthometric height was determined by GPS observations and a
 AA6020.high-resolution geoid model.
 AA6020
 AA6020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6020
 AA6020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6020
 AA6020.The ellipsoidal height was determined by GPS observations
 AA6020.and is referenced to NAD 83.
 AA6020
 AA6020.The geoid height was determined by GEOID03.
 AA6020
 AA6020;                    North         East     Units Scale Factor Converg.
 AA6020;SPC WA S     -   172,634.373   505,618.804   MT  0.99992841   +0 03 12.8
 AA6020;SPC WA S     -   566,384.61  1,658,851.03   sFT  0.99992841   +0 03 12.8
 AA6020;UTM  10      - 5,195,762.833   696,078.896   MT  1.00007257   +1 52 45.9
 AA6020
 AA6020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6020!SPC WA S     -   0.99987854  x   0.99992841  =   0.99980696
 AA6020!UTM  10      -   0.99987854  x   1.00007257  =   0.99995110
 AA6020
 AA6020                          SUPERSEDED SURVEY CONTROL
 AA6020
 AA6020  NAD 83(1991)-  46 53 11.25366(N)    120 25 34.58430(W) AD(       ) 1
 AA6020  ELLIP H (06/21/95)  775.07   (m)                       GP(       ) 4 2
 AA6020
 AA6020.Superseded values are not recommended for survey control.
 AA6020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6020.See file dsdata.txt to determine how the superseded data were derived.
 AA6020
 AA6020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS9607995763(NAD 83)
 AA6020_MARKER: DD = SURVEY DISK
 AA6020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6020_STAMPING: STN. 0137 1993
 AA6020_MARK LOGO: WA-039
 AA6020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6020+STABILITY: SURFACE MOTION
 AA6020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6020+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6020
 AA6020  HISTORY     - Date     Condition        Report By
 AA6020  HISTORY     - 1993     MONUMENTED       MSI
 AA6020
 AA6020                          STATION DESCRIPTION
 AA6020
 AA6020'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6020'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6020'APPROXIMATELY 9.0 MI (14.5 KM) SOUTHEAST OF ELLENSBURG TOWN CENTER,
 AA6020'4.7 MI (7.6 KM) SOUTHEAST OF THE VILLAGE OF THRALL, AND 6.5 MI (10.5
 AA6020'KM) SOUTH OF THE TOWN OF KITTITAS. TO REACH THE STATION FROM THE
 AA6020'COUNTY COURTHOUSE IN ELLENSBURG, PROCEED SOUTH AND THEN SOUTHEAST ON
 AA6020'MAIN STREET FOR 1.8 MI (2.9 KM) TO THE INTERSECTION WITH ON-RAMP TO
 AA6020'EAST/SOUTH-BOUND HIGHWAY 97 (I-90). TURN LEFT AND PROCEED SOUTHEAST ON
 AA6020'HIGHWAY 97 (I-90) FOR 1.2 MI (1.9 KM) TO THE EXIT FOR HIGHWAY 97
 AA6020'(I-82). TURN RIGHT AND PROCEED SOUTH ON HIGHWAY 97 (I-82) FOR 8.7 MI
 AA6020'(14.0 KM) TO A REST STOP/VIEW POINT ON THE NORTH SIDE OF THE NORTH
 AA6020'BOUND LANE WHICH CONTAINS THE STATION. THE STATION IS A COUNTY OF
 AA6020'KITTITAS SURVEY DISK STAMPED "STN. 0137 1993", AND SET IN THE TOP OF A
 AA6020'CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES
 AA6020'ABOVE GROUND LEVEL. THE DISK IS LOCATED 88 FT (26.8 M) SOUTH-SOUTHWEST
 AA6020'OF SOUTHWEST CORNER OF CONCRETE SIDEWALK, 18.4 FT (5.6 M) WEST OF
 AA6020'CARSONITE WITNESS POST AT TOP EDGE OF SLOPE, AND 2.0 FT (0.6 M) SOUTH
 AA6020'OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6021 ***********************************************************************
 AA6021  DESIGNATION -  0138 1993
 AA6021  PID         -  AA6021
 AA6021  STATE/COUNTY-  WA/KITTITAS
 AA6021  USGS QUAD   -  WYMER (1953)
 AA6021
 AA6021                         *CURRENT SURVEY CONTROL
 AA6021  ___________________________________________________________________
 AA6021* NAD 83(1998)-  46 51 20.47864(N)    120 29 00.35204(W)     ADJUSTED  
 AA6021* NAVD 88     -       409.3    (meters)    1343.     (feet)  GPS OBS   
 AA6021  ___________________________________________________________________
 AA6021  X           -  -2,216,687.773 (meters)                     COMP
 AA6021  Y           -  -3,765,678.799 (meters)                     COMP
 AA6021  Z           -   4,631,092.395 (meters)                     COMP
 AA6021  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 AA6021  ELLIP HEIGHT-         388.81  (meters)          (07/05/01) GPS OBS
 AA6021  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 AA6021
 AA6021  HORZ ORDER  -  FIRST
 AA6021  ELLP ORDER  -  FOURTH    CLASS II
 AA6021
 AA6021.The horizontal coordinates were established by GPS observations
 AA6021.and adjusted by the National Geodetic Survey in July 2001..
 AA6021.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6021.DATUM ITEM on the data sheet items page.
 AA6021
 AA6021.The orthometric height was determined by GPS observations and a
 AA6021.high-resolution geoid model.
 AA6021
 AA6021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6021
 AA6021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6021
 AA6021.The ellipsoidal height was determined by GPS observations
 AA6021.and is referenced to NAD 83.
 AA6021
 AA6021.The geoid height was determined by GEOID03.
 AA6021
 AA6021;                    North         East     Units Scale Factor Converg.
 AA6021;SPC WA S     -   169,211.355   501,263.458   MT  0.99992573   +0 00 43.3
 AA6021;SPC WA S     -   555,154.25  1,644,561.86   sFT  0.99992573   +0 00 43.3
 AA6021;UTM  10      - 5,192,202.344   691,834.213   MT  1.00005233   +1 50 12.2
 AA6021
 AA6021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6021!SPC WA S     -   0.99993906  x   0.99992573  =   0.99986479
 AA6021!UTM  10      -   0.99993906  x   1.00005233  =   0.99999138
 AA6021
 AA6021                          SUPERSEDED SURVEY CONTROL
 AA6021
 AA6021  NAD 83(1991)-  46 51 20.47767(N)    120 29 00.35171(W) AD(       ) 1
 AA6021  ELLIP H (06/21/95)  388.94   (m)                       GP(       ) 4 2
 AA6021
 AA6021.Superseded values are not recommended for survey control.
 AA6021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6021.See file dsdata.txt to determine how the superseded data were derived.
 AA6021
 AA6021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS9183492202(NAD 83)
 AA6021_MARKER: DD = SURVEY DISK
 AA6021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6021_STAMPING: STN. 0138 1993
 AA6021_MARK LOGO: WA-039
 AA6021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6021+STABILITY: SURFACE MOTION
 AA6021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6021+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6021
 AA6021  HISTORY     - Date     Condition        Report By
 AA6021  HISTORY     - 1993     MONUMENTED       MSI
 AA6021
 AA6021                          STATION DESCRIPTION
 AA6021
 AA6021'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6021'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6021'APPROXIMATELY 8.2 MI (13.2 KM) SOUTH OF THE VILLAGE OF THRALL, AND 9.5
 AA6021'MI (15.3 KM) SOUTHWEST OF THE TOWN OF KITTITAS. TO REACH THE STATION
 AA6021'FROM THE INTERSECTION OF CANYON ROAD, HIGHWAY N0. 821, AND THRALL ROAD
 AA6021'NEAR THE VILLAGE OF THRALL, PROCEED SOUTH ON HIGHWAY NO.821 FOR 8.2 MI
 AA6021'(13.2 KM) TO THE INTERSECTION WITH A GRAVEL ROAD ON THE RIGHT
 AA6021'(ENTRANCE TO UMTANUM RECREATION SITE). TURN RIGHT AND PROCEED WEST ON
 AA6021'GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO THE END OF PARKING AREA, AND THE
 AA6021'STATION IN THE NORTHWEST CORNER. THE STATION IS A COUNTY OF KITTITAS
 AA6021'SURVEY DISK STAMPED "STN. 0138 1993", AND SET IN THE TOP OF A CONCRETE
 AA6021'MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE
 AA6021'GROUND LEVEL. THE DISK IS LOCATED 59.5 FT (18.1 M) NORTH-NORTHEAST OF
 AA6021'NORTH GATEPOST ON EAST SIDE OF BRIDGE, 47.6 FT (14.5 M)
 AA6021'NORTH-NORTHWEST OF NORTH GUYWIRE ANCHOR, AND 2.0 FT (0.6 M) WEST OF
 AA6021'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6022 ***********************************************************************
 AA6022  DESIGNATION -  0139 1993
 AA6022  PID         -  AA6022
 AA6022  STATE/COUNTY-  WA/KITTITAS
 AA6022  USGS QUAD   -  KITTITAS (1978)
 AA6022
 AA6022                         *CURRENT SURVEY CONTROL
 AA6022  ___________________________________________________________________
 AA6022* NAD 83(1998)-  46 56 30.71790(N)    120 24 06.06733(W)     ADJUSTED  
 AA6022* NAVD 88     -       485.3    (meters)    1592.     (feet)  GPS OBS   
 AA6022  ___________________________________________________________________
 AA6022  X           -  -2,207,799.096 (meters)                     COMP
 AA6022  Y           -  -3,762,848.851 (meters)                     COMP
 AA6022  Z           -   4,637,694.497 (meters)                     COMP
 AA6022  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA6022  ELLIP HEIGHT-         464.92  (meters)          (07/05/01) GPS OBS
 AA6022  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 AA6022
 AA6022  HORZ ORDER  -  FIRST
 AA6022  ELLP ORDER  -  FOURTH    CLASS II
 AA6022
 AA6022.The horizontal coordinates were established by GPS observations
 AA6022.and adjusted by the National Geodetic Survey in July 2001..
 AA6022.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6022.DATUM ITEM on the data sheet items page.
 AA6022
 AA6022.The orthometric height was determined by GPS observations and a
 AA6022.high-resolution geoid model.
 AA6022
 AA6022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6022
 AA6022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6022
 AA6022.The ellipsoidal height was determined by GPS observations
 AA6022.and is referenced to NAD 83.
 AA6022
 AA6022.The geoid height was determined by GEOID03.
 AA6022
 AA6022;                    North         East     Units Scale Factor Converg.
 AA6022;SPC WA S     -   178,795.476   507,485.028   MT  0.99993397   +0 04 17.1
 AA6022;SPC WA S     -   586,598.16  1,664,973.80   sFT  0.99993397   +0 04 17.1
 AA6022;UTM  10      - 5,201,981.200   697,748.011   MT  1.00008064   +1 53 56.8
 AA6022
 AA6022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6022!SPC WA S     -   0.99992713  x   0.99993397  =   0.99986110
 AA6022!UTM  10      -   0.99992713  x   1.00008064  =   1.00000776
 AA6022
 AA6022                          SUPERSEDED SURVEY CONTROL
 AA6022
 AA6022  NAD 83(1991)-  46 56 30.71673(N)    120 24 06.06712(W) AD(       ) 1
 AA6022  ELLIP H (06/21/95)  465.04   (m)                       GP(       ) 4 2
 AA6022
 AA6022.Superseded values are not recommended for survey control.
 AA6022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6022.See file dsdata.txt to determine how the superseded data were derived.
 AA6022
 AA6022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9774801981(NAD 83)
 AA6022_MARKER: DD = SURVEY DISK
 AA6022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6022_STAMPING: STN. 0139 1993
 AA6022_MARK LOGO: WA-039
 AA6022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6022+STABILITY: SURFACE MOTION
 AA6022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6022+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6022
 AA6022  HISTORY     - Date     Condition        Report By
 AA6022  HISTORY     - 1993     MONUMENTED       MSI
 AA6022
 AA6022                          STATION DESCRIPTION
 AA6022
 AA6022'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6022'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6022'APPROXIMATELY 5.0 MI (8.0 KM) EAST OF THE VILLAGE OF THRALL, AND 3.0
 AA6022'MI (4.8 KM) SOUTH OF THE TOWN OF KITTITAS. TO REACH THE STATION FROM
 AA6022'THE INTERSECTION OF KITTITAS HIGHWAY AND NO. 81 ROAD IN THE TOWN OF
 AA6022'KITTITAS, PROCEED WEST ON KITTITAS HIGHWAY FOR 1.0 MI (1.6 KM) TO THE
 AA6022'INTERSECTION WITH FAIRVIEW ROAD. TURN LEFT AND PROCEED SOUTH ON
 AA6022'FAIRVIEW FOR 1.0 MI (1.6 KM) AND THEN ON DENMARK ROAD FOR 2.0 MI (3.2
 AA6022'KM) TO THE INTERSECTION WITH SORENSON ROAD. TURN LEFT AND PROCEED EAST
 AA6022'FOR 1.5 MI (2.4 KM) TO THE INTERSECTION WITH BADGER POCKET ROAD, AND
 AA6022'THE STATION ON THE LEFT IN THE NORTHWEST CORNER OF THE INTERSECTION.
 AA6022'THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0139
 AA6022'1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH
 AA6022'DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED
 AA6022'32.7 FT (10.0 M) NORTH OF CENTERLINE OF SORENSON ROAD, 20.0 FT (6.1 M)
 AA6022'WEST OF CENTERLINE OF BADGET POCKET ROAD, 67.3 FT (20.5 M) NORTHWEST
 AA6022'OF SOUTHEAST END OF CULVERT, 36.3 FT (11.1 M) NORTHWEST OF SECTION
 AA6022'CORNER MONUMENT "NELSON T17N R19E WM S24 S25 1992 LS 18092", 12.0 FT
 AA6022'(3.7 M) EAST OF FENCE LINE, AND 2.0 FT (0.6 M) EAST OF CARSONITE
 AA6022'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6023 ***********************************************************************
 AA6023  DESIGNATION -  0140 1993
 AA6023  PID         -  AA6023
 AA6023  STATE/COUNTY-  WA/KITTITAS
 AA6023  USGS QUAD   -  KITTITAS (1978)
 AA6023
 AA6023                         *CURRENT SURVEY CONTROL
 AA6023  ___________________________________________________________________
 AA6023* NAD 83(1998)-  46 57 48.34474(N)    120 24 48.64583(W)     ADJUSTED  
 AA6023* NAVD 88     -       485.8    (meters)    1594.     (feet)  GPS OBS   
 AA6023  ___________________________________________________________________
 AA6023  X           -  -2,207,689.076 (meters)                     COMP
 AA6023  Y           -  -3,760,882.454 (meters)                     COMP
 AA6023  Z           -   4,639,331.295 (meters)                     COMP
 AA6023  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AA6023  ELLIP HEIGHT-         465.43  (meters)          (07/05/01) GPS OBS
 AA6023  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 AA6023
 AA6023  HORZ ORDER  -  FIRST
 AA6023  ELLP ORDER  -  FOURTH    CLASS II
 AA6023
 AA6023.The horizontal coordinates were established by GPS observations
 AA6023.and adjusted by the National Geodetic Survey in July 2001..
 AA6023.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6023.DATUM ITEM on the data sheet items page.
 AA6023
 AA6023.The orthometric height was determined by GPS observations and a
 AA6023.high-resolution geoid model.
 AA6023
 AA6023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6023
 AA6023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6023
 AA6023.The ellipsoidal height was determined by GPS observations
 AA6023.and is referenced to NAD 83.
 AA6023
 AA6023.The geoid height was determined by GEOID03.
 AA6023
 AA6023;                    North         East     Units Scale Factor Converg.
 AA6023;SPC WA S     -   181,191.423   506,581.943   MT  0.99993638   +0 03 46.2
 AA6023;SPC WA S     -   594,458.86  1,662,010.92   sFT  0.99993638   +0 03 46.2
 AA6023;UTM  10      - 5,204,347.458   696,768.817   MT  1.00007589   +1 53 28.0
 AA6023
 AA6023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6023!SPC WA S     -   0.99992705  x   0.99993638  =   0.99986343
 AA6023!UTM  10      -   0.99992705  x   1.00007589  =   1.00000293
 AA6023
 AA6023                          SUPERSEDED SURVEY CONTROL
 AA6023
 AA6023  NAD 83(1991)-  46 57 48.34357(N)    120 24 48.64565(W) AD(       ) 1
 AA6023  ELLIP H (06/21/95)  465.56   (m)                       GP(       ) 4 2
 AA6023
 AA6023.Superseded values are not recommended for survey control.
 AA6023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6023.See file dsdata.txt to determine how the superseded data were derived.
 AA6023
 AA6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9676904347(NAD 83)
 AA6023_MARKER: DD = SURVEY DISK
 AA6023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6023_STAMPING: STN. 0140 1993
 AA6023_MARK LOGO: WA-039
 AA6023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6023+STABILITY: SURFACE MOTION
 AA6023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6023+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6023
 AA6023  HISTORY     - Date     Condition        Report By
 AA6023  HISTORY     - 1993     MONUMENTED       MSI
 AA6023
 AA6023                          STATION DESCRIPTION
 AA6023
 AA6023'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6023'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6023'APPROXIMATELY 5.0 MI (8.0 KM) NORTHEAST OF THE VILLAGE OF THRALL, AND
 AA6023'1.5 MI (2.4 KM) SOUTH OF THE TOWN OF KITTITAS. TO REACH THE STATION
 AA6023'FROM THE INTERSECTION OF KITTITAS HIGHWAY AND NO. 81 ROAD IN THE TOWN
 AA6023'OF KITTITAS, PROCEED WEST ON KITTITAS HIGHWAY FOR 1.0 MI (1.6 KM) TO
 AA6023'THE INTERSECTION WITH FAIRVIEW ROAD. TURN LEFT AND PROCEED SOUTH ON
 AA6023'FAIRVIEW ROAD FOR 1.0 MI (1.6 KM) AND THEN ON DENMARK FOR 0.5 MI (0.8
 AA6023'KM) TO THE INTERSECTION WITH TJOSSEM ROAD. TURN LEFT AND PROCEED EAST
 AA6023'ON TJOSSEM ROAD FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH CLEMAN
 AA6023'ROAD, AND THE STATION ON THE RIGHT IN THE SOUTHWEST CORNER OF THE
 AA6023'INTERSECTION THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED
 AA6023'"STN. 0140 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS
 AA6023'A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK
 AA6023'IS LOCATED 5.3 FT (1.6 M) EAST OF THE EAST EDGE OF IRRIGATION DITCH,
 AA6023'70.8 FT (21.6 M) SOUTH OF CENTERLINE OF TJOSSEM ROAD, 22.0 FT (6.7 M)
 AA6023'WEST OF CENTERLINE OF CLEMAN ROAD, AND 2.0 FT (0.6 M) EAST OF
 AA6023'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6024 ***********************************************************************
 AA6024  DESIGNATION -  0142 1993
 AA6024  PID         -  AA6024
 AA6024  STATE/COUNTY-  WA/KITTITAS
 AA6024  USGS QUAD   -  EAST KITTITAS (1953)
 AA6024
 AA6024                         *CURRENT SURVEY CONTROL
 AA6024  ___________________________________________________________________
 AA6024* NAD 83(1998)-  46 59 09.57118(N)    120 22 13.52363(W)     ADJUSTED  
 AA6024* NAVD 88     -       609.3    (meters)    1999.     (feet)  GPS OBS   
 AA6024  ___________________________________________________________________
 AA6024  X           -  -2,203,975.497 (meters)                     COMP
 AA6024  Y           -  -3,761,032.196 (meters)                     COMP
 AA6024  Z           -   4,641,133.227 (meters)                     COMP
 AA6024  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AA6024  ELLIP HEIGHT-         588.96  (meters)          (07/05/01) GPS OBS
 AA6024  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 AA6024
 AA6024  HORZ ORDER  -  FIRST
 AA6024  ELLP ORDER  -  FOURTH    CLASS II
 AA6024
 AA6024.The horizontal coordinates were established by GPS observations
 AA6024.and adjusted by the National Geodetic Survey in July 2001..
 AA6024.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6024.DATUM ITEM on the data sheet items page.
 AA6024
 AA6024.The orthometric height was determined by GPS observations and a
 AA6024.high-resolution geoid model.
 AA6024
 AA6024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6024
 AA6024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6024
 AA6024.The ellipsoidal height was determined by GPS observations
 AA6024.and is referenced to NAD 83.
 AA6024
 AA6024.The geoid height was determined by GEOID03.
 AA6024
 AA6024;                    North         East     Units Scale Factor Converg.
 AA6024;SPC WA S     -   183,704.080   509,857.061   MT  0.99993906   +0 05 38.8
 AA6024;SPC WA S     -   602,702.47  1,672,756.04   sFT  0.99993906   +0 05 38.8
 AA6024;UTM  10      - 5,206,963.734   699,962.549   MT  1.00009146   +1 55 24.0
 AA6024
 AA6024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6024!SPC WA S     -   0.99990769  x   0.99993906  =   0.99984675
 AA6024!UTM  10      -   0.99990769  x   1.00009146  =   0.99999914
 AA6024
 AA6024                          SUPERSEDED SURVEY CONTROL
 AA6024
 AA6024  NAD 83(1991)-  46 59 09.57004(N)    120 22 13.52353(W) AD(       ) 1
 AA6024  ELLIP H (06/21/95)  589.09   (m)                       GP(       ) 4 2
 AA6024
 AA6024.Superseded values are not recommended for survey control.
 AA6024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6024.See file dsdata.txt to determine how the superseded data were derived.
 AA6024
 AA6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9996306964(NAD 83)
 AA6024_MARKER: DD = SURVEY DISK
 AA6024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6024_STAMPING: STN. 0142 1993
 AA6024_MARK LOGO: WA-039
 AA6024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6024+STABILITY: SURFACE MOTION
 AA6024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6024+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6024
 AA6024  HISTORY     - Date     Condition        Report By
 AA6024  HISTORY     - 1993     MONUMENTED       MSI
 AA6024
 AA6024                          STATION DESCRIPTION
 AA6024
 AA6024'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6024'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6024'APPROXIMATELY 8.1 MI (13.0 KM) NORTHEAST OF THE VILLAGE OF THRALL, AND
 AA6024'2.0 MI (3.2 KM) EAST OF THE TOWN OF KITTITAS. TO REACH THE STATION
 AA6024'FROM THE INTERSECTION OF KITTITAS HIGHWAY WESTERLY, NO. 81 ROAD, AND
 AA6024'CLERF ROAD EASTERLY, IN THE TOWN OF KITTITAS, PROCEED EAST ON CLERF
 AA6024'ROAD FOR 1.9 MI (3.1 KM) TO THE INTERSECTION WITH A DIRT ROAD STRAIGHT
 AA6024'AHEAD AND CLERF ROAD TURNING TO THE RIGHT. PROCEED STRAIGHT AHEAD AND
 AA6024'EAST ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT. THE
 AA6024'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0142 1993",
 AA6024'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA6024'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 56.4 FT
 AA6024'(17.2 M) WEST-SOUTHWEST OF NORTH/SOUTH FENCE LINE, 39.0 FT (11.9 M)
 AA6024'WEST OF POWER POLE NO. '471', 13.0 FT (4.0 M) NORTH-NORTHWEST OF
 AA6024'EAST/WEST FENCE LINE, AND 2.0 FT (0.6 M) SOUTH OF CARSONITE WITNESS
 AA6024'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6025 ***********************************************************************
 AA6025  DESIGNATION -  0143 1993
 AA6025  PID         -  AA6025
 AA6025  STATE/COUNTY-  WA/KITTITAS
 AA6025  USGS QUAD   -  EAST KITTITAS (1953)
 AA6025
 AA6025                         *CURRENT SURVEY CONTROL
 AA6025  ___________________________________________________________________
 AA6025* NAD 83(1998)-  46 57 59.46167(N)    120 22 07.26172(W)     ADJUSTED  
 AA6025* NAVD 88     -       559.9    (meters)    1837.     (feet)  GPS OBS   
 AA6025  ___________________________________________________________________
 AA6025  X           -  -2,204,644.563 (meters)                     COMP
 AA6025  Y           -  -3,762,435.788 (meters)                     COMP
 AA6025  Z           -   4,639,619.816 (meters)                     COMP
 AA6025  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 AA6025  ELLIP HEIGHT-         539.61  (meters)          (07/05/01) GPS OBS
 AA6025  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 AA6025
 AA6025  HORZ ORDER  -  FIRST
 AA6025  ELLP ORDER  -  FOURTH    CLASS II
 AA6025
 AA6025.The horizontal coordinates were established by GPS observations
 AA6025.and adjusted by the National Geodetic Survey in July 2001..
 AA6025.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6025.DATUM ITEM on the data sheet items page.
 AA6025
 AA6025.The orthometric height was determined by GPS observations and a
 AA6025.high-resolution geoid model.
 AA6025
 AA6025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6025
 AA6025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6025
 AA6025.The ellipsoidal height was determined by GPS observations
 AA6025.and is referenced to NAD 83.
 AA6025
 AA6025.The geoid height was determined by GEOID03.
 AA6025
 AA6025;                    North         East     Units Scale Factor Converg.
 AA6025;SPC WA S     -   181,539.408   509,992.985   MT  0.99993674   +0 05 43.4
 AA6025;SPC WA S     -   595,600.54  1,673,201.98   sFT  0.99993674   +0 05 43.4
 AA6025;UTM  10      - 5,204,804.170   700,167.521   MT  1.00009247   +1 55 26.4
 AA6025
 AA6025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6025!SPC WA S     -   0.99991542  x   0.99993674  =   0.99985217
 AA6025!UTM  10      -   0.99991542  x   1.00009247  =   1.00000789
 AA6025
 AA6025                          SUPERSEDED SURVEY CONTROL
 AA6025
 AA6025  NAD 83(1991)-  46 57 59.46051(N)    120 22 07.26158(W) AD(       ) 1
 AA6025  ELLIP H (06/21/95)  539.74   (m)                       GP(       ) 4 2
 AA6025
 AA6025.Superseded values are not recommended for survey control.
 AA6025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6025.See file dsdata.txt to determine how the superseded data were derived.
 AA6025
 AA6025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0016804804(NAD 83)
 AA6025_MARKER: DD = SURVEY DISK
 AA6025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6025_STAMPING: STN. 0143 1993
 AA6025_MARK LOGO: WA-039
 AA6025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6025+STABILITY: SURFACE MOTION
 AA6025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6025+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6025
 AA6025  HISTORY     - Date     Condition        Report By
 AA6025  HISTORY     - 1993     MONUMENTED       MSI
 AA6025
 AA6025                          STATION DESCRIPTION
 AA6025
 AA6025'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6025'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6025'APPROXIMATELY 6.7 MI (10.8 KM) NORTHEAST OF THE VILLAGE OF THRALL, AND
 AA6025'4.3 MI (6.9 KM) SOUTHEAST OF THE TOWN OF KITTITAS. TO REACH THE
 AA6025'STATION FROM THE INTERSECTION OF KITTITAS HIGHWAY WESTERLY, NO. 81
 AA6025'ROAD, AND CLERF ROAD EASTERLY, IN THE TOWN OF KITTITAS, PROCEED EAST
 AA6025'ON CLERF ROAD FOR 2.0 MI (3.2 KM) TO THE INTERSECTION WITH A DIRT ROAD
 AA6025'STRAIGHT AHEAD AND CLERF ROAD TURNING TO THE RIGHT. PROCEED RIGHT AND
 AA6025'SOUTH FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH PARKE CREEK ROAD.
 AA6025'TURN LEFT AND PROCEED EAST ON PARKE CREEK ROAD FOR 0.1 MI (0.2 KM) TO
 AA6025'THE INTERSECTION WITH PRATER ROAD ON THE RIGHT. TURN RIGHT AND PROCEED
 AA6025'SOUTH ON PRATER ROAD FOR 0.4 MI (0.6 KM) , TO THE INTERSECTION WITH
 AA6025'DIRT TRACK AT A LEFT BEND IN THE ROAD, AND THE STATION ON THE LEFT IN
 AA6025'THE SOUTH CORNER OF THE INTERSECTION. THE STATION IS A COUNTY OF
 AA6025'KITTITAS SURVEY DISK STAMPED "STN. 0143 1993", AND SET IN THE TOP OF A
 AA6025'CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES
 AA6025'ABOVE GROUND LEVEL. THE DISK IS LOCATED 81.0 FT (24.7 M) SOUTHWEST OF
 AA6025'EAST END OF CULVERT, 25.5 FT (7.8 M) NORTH-NORTHEAST OF FENCE CORNER,
 AA6025'26.7 FT (8.1 M) EAST-SOUTHEAST OF CENTERLINE OF MUNDY ROAD, 17.4 FT
 AA6025'(5.3 M) NORTH-NORTHWEST OF FENCE LINE, AND 2.0 FT (0.6 M) SOUTH OF
 AA6025'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6026 ***********************************************************************
 AA6026  DESIGNATION -  0144 1993
 AA6026  PID         -  AA6026
 AA6026  STATE/COUNTY-  WA/KITTITAS
 AA6026  USGS QUAD   -  COLOCKUM PASS SE (1966)
 AA6026
 AA6026                         *CURRENT SURVEY CONTROL
 AA6026  ___________________________________________________________________
 AA6026* NAD 83(1998)-  47 01 50.96566(N)    120 18 37.01386(W)     ADJUSTED  
 AA6026* NAVD 88     -       703.1    (meters)    2307.     (feet)  GPS OBS   
 AA6026  ___________________________________________________________________
 AA6026  X           -  -2,198,218.769 (meters)                     COMP
 AA6026  Y           -  -3,760,251.375 (meters)                     COMP
 AA6026  Z           -   4,644,600.887 (meters)                     COMP
 AA6026  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 AA6026  ELLIP HEIGHT-         682.99  (meters)          (07/05/01) GPS OBS
 AA6026  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 AA6026
 AA6026  HORZ ORDER  -  FIRST
 AA6026  ELLP ORDER  -  FOURTH    CLASS II
 AA6026
 AA6026.The horizontal coordinates were established by GPS observations
 AA6026.and adjusted by the National Geodetic Survey in July 2001..
 AA6026.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6026.DATUM ITEM on the data sheet items page.
 AA6026
 AA6026.The orthometric height was determined by GPS observations and a
 AA6026.high-resolution geoid model.
 AA6026
 AA6026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6026
 AA6026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6026
 AA6026.The ellipsoidal height was determined by GPS observations
 AA6026.and is referenced to NAD 83.
 AA6026
 AA6026.The geoid height was determined by GEOID03.
 AA6026
 AA6026;                    North         East     Units Scale Factor Converg.
 AA6026;SPC WA S     -   188,697.032   514,420.110   MT  0.99994485   +0 08 16.1
 AA6026;SPC WA S     -   619,083.51  1,687,726.64   sFT  0.99994485   +0 08 16.1
 AA6026;UTM  10      - 5,212,100.688   704,364.523   MT  1.00011333   +1 58 07.7
 AA6026
 AA6026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6026!SPC WA S     -   0.99989295  x   0.99994485  =   0.99983781
 AA6026!UTM  10      -   0.99989295  x   1.00011333  =   1.00000627
 AA6026
 AA6026                          SUPERSEDED SURVEY CONTROL
 AA6026
 AA6026  NAD 83(1991)-  47 01 50.96453(N)    120 18 37.01384(W) AD(       ) 1
 AA6026  ELLIP H (06/21/95)  683.12   (m)                       GP(       ) 4 2
 AA6026
 AA6026.Superseded values are not recommended for survey control.
 AA6026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6026.See file dsdata.txt to determine how the superseded data were derived.
 AA6026
 AA6026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0436512101(NAD 83)
 AA6026_MARKER: DD = SURVEY DISK
 AA6026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6026_STAMPING: STN. 0144 1993
 AA6026_MARK LOGO: WA-039
 AA6026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6026+STABILITY: SURFACE MOTION
 AA6026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6026+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6026
 AA6026  HISTORY     - Date     Condition        Report By
 AA6026  HISTORY     - 1993     MONUMENTED       MSI
 AA6026
 AA6026                          STATION DESCRIPTION
 AA6026
 AA6026'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6026'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6026'APPROXIMATELY 11.0 MI (17.7 KM) EAST-NORTHEAST OF ELLENSBURG TOWN
 AA6026'CENTER, AND 16.0 MI (25.7 KM) EAST OF THE VILLAGE OF THORP. TO REACH
 AA6026'THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED NORTH ON
 AA6026'MAIN STREET FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH 8TH AVENUE.
 AA6026'TURN RIGHT AND PROCEED EAST ON 8TH AVENUE (LATER VANTAGE HIGHWAY) FOR
 AA6026'10.0 MI (16.1 KM) TO THE INTERSECTION WITH PARK CREEK ROAD. TURN LEFT
 AA6026'AND CONTINUE NORTH ON PARK CREEK ROAD FOR 1.0 MI (1.6 KM) TO THE
 AA6026'INTERSECTION WITH CRISTENSEN ROAD ON THE LEFT AND PARKE CREEK ROAD ON
 AA6026'THE RIGHT. TURN RIGHT AND CONTINUE EAST AND THEN NORTH EAST ON PARKE
 AA6026'CREEK ROAD FOR 0.6 MI (1.0 KM) TO THE END OF COUNTY ROAD, CONTINUE
 AA6026'NORTHEAST FROM THE END OF COUNTY ROAD TO A CATTLE GUARD AND THE
 AA6026'STATION ON THE LEFT. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK
 AA6026'STAMPED "STN. 0144 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT
 AA6026'WHICH HAS A 10 INCH DIAMETER. THE DISK IS LOCATED 123.0 FT (37.5 M)
 AA6026'SOUTH-SOUTHWEST OF POWER POLE NO. 'P2I 7L45', 5.5 FT (1.7 M) SOUTH OF
 AA6026'EAST/WEST FENCE LINE, 84.0 FT (25.6 M) WEST-SOUTHWEST OF CENTER OF
 AA6026'CATTLE GUARD, 75.0 FT (22.9 M) WEST OF CENTERLINE OF ROAD, AND 2.0 FT
 AA6026'(0.6 M) SOUTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6027 ***********************************************************************
 AA6027  DESIGNATION -  0146 1993
 AA6027  PID         -  AA6027
 AA6027  STATE/COUNTY-  WA/KITTITAS
 AA6027  USGS QUAD   -  EAST KITTITAS (1953)
 AA6027
 AA6027                         *CURRENT SURVEY CONTROL
 AA6027  ___________________________________________________________________
 AA6027* NAD 83(1998)-  46 58 43.93521(N)    120 18 18.58607(W)     ADJUSTED  
 AA6027* NAVD 88     -       615.8    (meters)    2020.     (feet)  GPS OBS   
 AA6027  ___________________________________________________________________
 AA6027  X           -  -2,199,984.573 (meters)                     COMP
 AA6027  Y           -  -3,764,043.729 (meters)                     COMP
 AA6027  Z           -   4,640,597.880 (meters)                     COMP
 AA6027  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 AA6027  ELLIP HEIGHT-         595.51  (meters)          (07/05/01) GPS OBS
 AA6027  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 AA6027
 AA6027  HORZ ORDER  -  FIRST
 AA6027  ELLP ORDER  -  FOURTH    CLASS II
 AA6027
 AA6027.The horizontal coordinates were established by GPS observations
 AA6027.and adjusted by the National Geodetic Survey in July 2001..
 AA6027.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6027.DATUM ITEM on the data sheet items page.
 AA6027
 AA6027.The orthometric height was determined by GPS observations and a
 AA6027.high-resolution geoid model.
 AA6027
 AA6027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6027
 AA6027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6027
 AA6027.The ellipsoidal height was determined by GPS observations
 AA6027.and is referenced to NAD 83.
 AA6027
 AA6027.The geoid height was determined by GEOID03.
 AA6027
 AA6027;                    North         East     Units Scale Factor Converg.
 AA6027;SPC WA S     -   182,922.683   514,823.448   MT  0.99993820   +0 08 29.5
 AA6027;SPC WA S     -   600,138.84  1,689,049.93   sFT  0.99993820   +0 08 29.5
 AA6027;UTM  10      - 5,206,341.168   704,952.172   MT  1.00011630   +1 58 15.2
 AA6027
 AA6027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6027!SPC WA S     -   0.99990666  x   0.99993820  =   0.99984487
 AA6027!UTM  10      -   0.99990666  x   1.00011630  =   1.00002295
 AA6027
 AA6027                          SUPERSEDED SURVEY CONTROL
 AA6027
 AA6027  NAD 83(1991)-  46 58 43.93410(N)    120 18 18.58619(W) AD(       ) 1
 AA6027  ELLIP H (06/21/95)  595.65   (m)                       GP(       ) 4 2
 AA6027
 AA6027.Superseded values are not recommended for survey control.
 AA6027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6027.See file dsdata.txt to determine how the superseded data were derived.
 AA6027
 AA6027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0495206341(NAD 83)
 AA6027_MARKER: DD = SURVEY DISK
 AA6027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6027_STAMPING: STN. 0146 1993
 AA6027_MARK LOGO: WA-039
 AA6027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6027+STABILITY: SURFACE MOTION
 AA6027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6027+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6027
 AA6027  HISTORY     - Date     Condition        Report By
 AA6027  HISTORY     - 1993     MONUMENTED       MSI
 AA6027
 AA6027                          STATION DESCRIPTION
 AA6027
 AA6027'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6027'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6027'APPROXIMATELY 9.8 MI (15.8 KM) NORTHEAST OF THE VILLAGE OF THRALL, AND
 AA6027'7.8 MI (12.6 KM) EAST OF THE TOWN OF KITTITAS. TO REACH THE STATION
 AA6027'FROM THE INTERSECTION OF KITTITAS HIGHWAY AND NO. 81 ROAD, PROCEED
 AA6027'NORTH ON NO. 81 ROAD FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH
 AA6027'VANTAGE HIGHWAY. TURN RIGHT AND PROCEED EAST ON VANTAGE HIGHWAY FOR
 AA6027'4.0 MI (6.4 KM) TO THE INTERSECTION WITH PARK CREEK ROAD. TURN RIGHT
 AA6027'AND PROCEED SOUTH ON PARK CREEK ROAD FOR 1.2 MI (1.9 KM) TO THE
 AA6027'INTERSECTION WITH STEVENS ROAD. TURN LEFT AND PROCEED EAST ON STEVENS
 AA6027'ROAD FOR 1.5 MI (2.4 KM) TO A SHARP RIGHT TURN TO THE SOUTH, AND THE
 AA6027'STATION ON THE RIGHT ON THE INSIDE OF CURVE. THE STATION IS A COUNTY
 AA6027'OF KITTITAS SURVEY DISK STAMPED "STN. 0146 1993", AND SET IN THE TOP
 AA6027'OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3
 AA6027'INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 141.0 FT (43.0 M) WEST
 AA6027'OF NORTH GATE POST, 21.0 FT (6.4 M) SOUTH OF CENTERLINE OF STEVENS
 AA6027'ROAD, 3.6 FT (1.1 M) NORTH OF FENCE LINE, 2.3 FT (0.7 M) NORTH OF
 AA6027'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6028 ***********************************************************************
 AA6028  DESIGNATION -  0150 1993
 AA6028  PID         -  AA6028
 AA6028  STATE/COUNTY-  WA/KITTITAS
 AA6028  USGS QUAD   -  BEVERLY (1965)
 AA6028
 AA6028                         *CURRENT SURVEY CONTROL
 AA6028  ___________________________________________________________________
 AA6028* NAD 83(1998)-  46 52 08.19505(N)    119 58 41.09255(W)     ADJUSTED  
 AA6028* NAVD 88     -       178.6    (meters)     586.     (feet)  GPS OBS   
 AA6028  ___________________________________________________________________
 AA6028  X           -  -2,182,772.392 (meters)                     COMP
 AA6028  Y           -  -3,784,015.014 (meters)                     COMP
 AA6028  Z           -   4,631,931.303 (meters)                     COMP
 AA6028  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 AA6028  ELLIP HEIGHT-         157.71  (meters)          (07/05/01) GPS OBS
 AA6028  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 AA6028
 AA6028  HORZ ORDER  -  FIRST
 AA6028  ELLP ORDER  -  FOURTH    CLASS II
 AA6028
 AA6028.The horizontal coordinates were established by GPS observations
 AA6028.and adjusted by the National Geodetic Survey in July 2001..
 AA6028.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6028.DATUM ITEM on the data sheet items page.
 AA6028
 AA6028.The orthometric height was determined by GPS observations and a
 AA6028.high-resolution geoid model.
 AA6028
 AA6028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6028
 AA6028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6028
 AA6028.The ellipsoidal height was determined by GPS observations
 AA6028.and is referenced to NAD 83.
 AA6028
 AA6028.The geoid height was determined by GEOID03.
 AA6028
 AA6028;                    North         East     Units Scale Factor Converg.
 AA6028;SPC WA S     -   170,816.238   539,788.809   MT  0.99992685   +0 22 44.8
 AA6028;SPC WA S     -   560,419.61  1,770,957.12   sFT  0.99992685   +0 22 44.8
 AA6028;UTM  11      - 5,194,906.816   273,043.181   MT  1.00023314   -2 10 27.5
 AA6028;UTM  10      - 5,195,034.584   730,297.434   MT  1.00025192   +2 12 22.8
 AA6028
 AA6028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6028!SPC WA S     -   0.99997528  x   0.99992685  =   0.99990213
 AA6028!UTM  11      -   0.99997528  x   1.00023314  =   1.00020841
 AA6028!UTM  10      -   0.99997528  x   1.00025192  =   1.00022719
 AA6028
 AA6028                          SUPERSEDED SURVEY CONTROL
 AA6028
 AA6028  NAD 83(1991)-  46 52 08.19405(N)    119 58 41.09160(W) AD(       ) 1
 AA6028  ELLIP H (06/21/95)  157.82   (m)                       GP(       ) 4 2
 AA6028
 AA6028.Superseded values are not recommended for survey control.
 AA6028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6028.See file dsdata.txt to determine how the superseded data were derived.
 AA6028
 AA6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM7304394907(NAD 83)
 AA6028_MARKER: DD = SURVEY DISK
 AA6028_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA6028_SP_SET: DAM
 AA6028_STAMPING: STN. 0150 1993
 AA6028_MARK LOGO: NONE  
 AA6028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6028+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6028
 AA6028  HISTORY     - Date     Condition        Report By
 AA6028  HISTORY     - 1993     MONUMENTED       MSI
 AA6028
 AA6028                          STATION DESCRIPTION
 AA6028
 AA6028'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6028'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6028'APPROXIMATELY 5.7 MI (9.2 KM) SOUTH OF THE VILLAGE OF VANTAGE. TO
 AA6028'REACH THE STATION FROM THE POST OFFICE IN VANTAGE, PROCEED SOUTH ON
 AA6028'HUNTZINGER ROAD FOR 5.7 MI (9.2 KM) TO THE WANAPUM DAM, AND THE
 AA6028'STATION ON THE LEFT. THE STATION IS A BRASS DISK STAMPED "STN. 0150
 AA6028'1993", AND SET IN THE TOP OF THE DAM. THE DISK IS LOCATED 60.3 FT
 AA6028'(18.4 M) SOUTHEAST OF LIGHT POLE NO. '85', 3.6 FT (1.1 M)
 AA6028'WEST-NORTHWEST OF GUARD RAIL, 13.2 FT (4.0 M) NORTH OF FENCE CORNER,
 AA6028'AND 6.5 FT (2.0 M) WEST-NORTHWEST OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6029 ***********************************************************************
 AA6029  DESIGNATION -  0152 1993
 AA6029  PID         -  AA6029
 AA6029  STATE/COUNTY-  WA/KITTITAS
 AA6029  USGS QUAD   -  EAST KITTITAS (1953)
 AA6029
 AA6029                         *CURRENT SURVEY CONTROL
 AA6029  ___________________________________________________________________
 AA6029* NAD 83(1998)-  46 55 09.47058(N)    120 20 51.24617(W)     ADJUSTED  
 AA6029* NAVD 88     -       567.8    (meters)    1863.     (feet)  GPS OBS   
 AA6029  ___________________________________________________________________
 AA6029  X           -  -2,205,198.587 (meters)                     COMP
 AA6029  Y           -  -3,766,562.908 (meters)                     COMP
 AA6029  Z           -   4,636,041.270 (meters)                     COMP
 AA6029  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AA6029  ELLIP HEIGHT-         547.37  (meters)          (07/05/01) GPS OBS
 AA6029  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 AA6029
 AA6029  HORZ ORDER  -  FIRST
 AA6029  ELLP ORDER  -  FOURTH    CLASS II
 AA6029
 AA6029.The horizontal coordinates were established by GPS observations
 AA6029.and adjusted by the National Geodetic Survey in July 2001..
 AA6029.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6029.DATUM ITEM on the data sheet items page.
 AA6029
 AA6029.The orthometric height was determined by GPS observations and a
 AA6029.high-resolution geoid model.
 AA6029
 AA6029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6029
 AA6029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6029
 AA6029.The ellipsoidal height was determined by GPS observations
 AA6029.and is referenced to NAD 83.
 AA6029
 AA6029.The geoid height was determined by GEOID03.
 AA6029
 AA6029;                    North         East     Units Scale Factor Converg.
 AA6029;SPC WA S     -   176,293.248   511,609.982   MT  0.99993159   +0 06 38.6
 AA6029;SPC WA S     -   578,388.76  1,678,507.08   sFT  0.99993159   +0 06 38.6
 AA6029;UTM  10      - 5,199,611.413   701,951.328   MT  1.00010129   +1 56 16.7
 AA6029
 AA6029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6029!SPC WA S     -   0.99991421  x   0.99993159  =   0.99984580
 AA6029!UTM  10      -   0.99991421  x   1.00010129  =   1.00001549
 AA6029
 AA6029                          SUPERSEDED SURVEY CONTROL
 AA6029
 AA6029  NAD 83(1991)-  46 55 09.46945(N)    120 20 51.24578(W) AD(       ) 1
 AA6029  ELLIP H (06/21/95)  547.50   (m)                       GP(       ) 4 2
 AA6029
 AA6029.Superseded values are not recommended for survey control.
 AA6029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6029.See file dsdata.txt to determine how the superseded data were derived.
 AA6029
 AA6029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS0195199611(NAD 83)
 AA6029_MARKER: DD = SURVEY DISK
 AA6029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6029_STAMPING: STN. 0152 1993
 AA6029_MARK LOGO: WA-039
 AA6029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6029+STABILITY: SURFACE MOTION
 AA6029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6029+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6029
 AA6029  HISTORY     - Date     Condition        Report By
 AA6029  HISTORY     - 1993     MONUMENTED       MSI
 AA6029
 AA6029                          STATION DESCRIPTION
 AA6029
 AA6029'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6029'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6029'APPROXIMATELY 7.5 MI (12.1 KM) EAST OF THE VILLAGE OF THRALL, AND 5.2
 AA6029'MI (8.4 KM) SOUTHEAST OF THE TOWN OF KITTITAS. TO REACH THE STATION
 AA6029'FROM THE INTERSECTION OF KITTITAS HIGHWAY AND NO. 81 ROAD IN THE TOWN
 AA6029'OF KITTITAS, PROCEED WEST ON KITTITAS HIGHWAY FOR 1.0 MI (1.6 KM) TO
 AA6029'THE INTERSECTION WITH FAIRVIEW ROAD. TURN LEFT AND PROCEED SOUTH ON
 AA6029'FAIRVIEW THEN DENMARK ROAD FOR 4.0 MI (6.4 KM) TO THE INTERSECTION
 AA6029'WITH THRALL ROAD. TURN LEFT AND PROCEED EAST ON THRALL ROAD FOR 4.0 MI
 AA6029'(6.4 KM) TO THE INTERSECTION WITH LARSEN ROAD ON THE RIGHT AND BARE
 AA6029'ROAD ON THE LEFT. TURN RIGHT AND PROCEED SOUTH ON LARSEN ROAD FOR 0.5
 AA6029'MI (0.8 KM) TO THE INTERSECTON WITH PUMPING PLANT ROAD ON THE LEFT AND
 AA6029'A DIRT ROAD ON THE RIGHT, AND THE STATION ON THE LEFT IN THE SOUTHEAST
 AA6029'CORNER OF THE INTERSECTION. THE STATION IS A COUNTY OF KITTITAS SURVEY
 AA6029'DISK STAMPED "STN. 0152 1993", AND SET IN THE TOP OF A CONCRETE
 AA6029'MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE
 AA6029'GROUND LEVEL. THE DISK IS LOCATED 15 FT (4.6 M) SOUTHWEST OF CENTER OF
 AA6029'CONCRETE OUTLET, 27.0 FT (8.2 M) EAST OF CENTERLINE OF LARSEN ROAD,
 AA6029'52.3 FT (15.9 M) SOUTH OF CENTERLINE PUMPING PLANT ROAD, 6.5 FT (2.0
 AA6029'M) SOUTH-SOUTHWEST OF FENCE CORNER, 2.8 FT (0.9 M) WEST OF FENCE LINE,
 AA6029'AND 2.0 FT (0.6 M) WEST OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6030 ***********************************************************************
 AA6030  DESIGNATION -  0153 1993
 AA6030  PID         -  AA6030
 AA6030  STATE/COUNTY-  WA/KITTITAS
 AA6030  USGS QUAD   -  EAST KITTITAS (1953)
 AA6030
 AA6030                         *CURRENT SURVEY CONTROL
 AA6030  ___________________________________________________________________
 AA6030* NAD 83(1998)-  46 53 49.85655(N)    120 21 02.47774(W)     ADJUSTED  
 AA6030* NAVD 88     -       556.2    (meters)    1825.     (feet)  GPS OBS   
 AA6030  ___________________________________________________________________
 AA6030  X           -  -2,206,306.935 (meters)                     COMP
 AA6030  Y           -  -3,767,985.424 (meters)                     COMP
 AA6030  Z           -   4,634,353.097 (meters)                     COMP
 AA6030  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AA6030  ELLIP HEIGHT-         535.79  (meters)          (07/05/01) GPS OBS
 AA6030  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 AA6030
 AA6030  HORZ ORDER  -  FIRST
 AA6030  ELLP ORDER  -  FOURTH    CLASS II
 AA6030
 AA6030.The horizontal coordinates were established by GPS observations
 AA6030.and adjusted by the National Geodetic Survey in July 2001..
 AA6030.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6030.DATUM ITEM on the data sheet items page.
 AA6030
 AA6030.The orthometric height was determined by GPS observations and a
 AA6030.high-resolution geoid model.
 AA6030
 AA6030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6030
 AA6030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6030
 AA6030.The ellipsoidal height was determined by GPS observations
 AA6030.and is referenced to NAD 83.
 AA6030
 AA6030.The geoid height was determined by GEOID03.
 AA6030
 AA6030;                    North         East     Units Scale Factor Converg.
 AA6030;SPC WA S     -   173,834.464   511,377.010   MT  0.99992941   +0 06 30.5
 AA6030;SPC WA S     -   570,321.90  1,677,742.74   sFT  0.99992941   +0 06 30.5
 AA6030;UTM  10      - 5,197,146.032   701,796.834   MT  1.00010053   +1 56 06.0
 AA6030
 AA6030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6030!SPC WA S     -   0.99991602  x   0.99992941  =   0.99984544
 AA6030!UTM  10      -   0.99991602  x   1.00010053  =   1.00001654
 AA6030
 AA6030                          SUPERSEDED SURVEY CONTROL
 AA6030
 AA6030  NAD 83(1991)-  46 53 49.85551(N)    120 21 02.47713(W) AD(       ) 1
 AA6030  ELLIP H (06/21/95)  535.91   (m)                       GP(       ) 4 2
 AA6030
 AA6030.Superseded values are not recommended for survey control.
 AA6030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6030.See file dsdata.txt to determine how the superseded data were derived.
 AA6030
 AA6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS0179797146(NAD 83)
 AA6030_MARKER: DD = SURVEY DISK
 AA6030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6030_STAMPING: STN. 0153 1993
 AA6030_MARK LOGO: WA-039
 AA6030_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6030+STABILITY: SURFACE MOTION
 AA6030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6030+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6030
 AA6030  HISTORY     - Date     Condition        Report By
 AA6030  HISTORY     - 1993     MONUMENTED       MSI
 AA6030
 AA6030                          STATION DESCRIPTION
 AA6030
 AA6030'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6030'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6030'APPROXIMATELY 7.5 MI (12.1 KM) SOUTHEAST OF THE VILLAGE OF THRALL, AND
 AA6030'6.5 MI (10.5 KM) SOUTHEAST OF THE TOWN OF KITTITAS. TO REACH THE
 AA6030'STATION FROM THE INTERSECTION OF KITTITAS HIGHWAY AND NO. 81 ROAD IN
 AA6030'THE TOWN OF KITTITAS, PROCEED WEST ON KITTITAS HIGHWAY FOR 1.0 MI (1.6
 AA6030'KM) TO THE INTERSECTION WITH FAIRVIEW ROAD. TURN LEFT AND PROCEED
 AA6030'SOUTH ON FAIRVIEW AND DENMARK ROADS FOR 4.0 MI (6.4 KM) TO THE
 AA6030'INTERSECTION WITH THRALL ROAD. TURN LEFT AND PROCEED EAST ON THRALL
 AA6030'ROAD FOR 2.5 MI (4.0 KM) TO THE INTERSECTION WITH UPPER BADGER POCKET
 AA6030'ROAD ON THE RIGHT. TURN RIGHT AND PROCEED SOUTH EAST ON UPPER BADGER
 AA6030'POCKET ROAD FOR 2.3 MI (3.7 KM) TO THE INTERSECTION WITH W.P.A. ROAD
 AA6030'ON THE RIGHT. TURN RIGHT AND PROCEED SOUTH ON W.P.A. ROAD FOR 0.15 MI
 AA6030'(0.24 KM) TO THE STATION ON THE RIGHT. THE STATION IS A COUNTY OF
 AA6030'KITTITAS SURVEY DISK STAMPED "STN. 0153 1993", AND SET IN THE TOP OF A
 AA6030'CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES
 AA6030'ABOVE GROUND LEVEL. THE DISK IS LOCATED 78.7 FT (24.0 M)
 AA6030'SOUTH-SOUTHEAST OF FENCE CORNER NEAR GATE POST, 51.5 FT (15.7 M)
 AA6030'NORTH-NORTHWEST OF FENCE LINE INTERSECTION, 6.7 FT (2.0 M)
 AA6030'EAST-NORTHEAST OF FENCE LINE, 31.0 FT (9.4 M) SOUTHWEST OF CENTERLINE
 AA6030'OF W.P.A. ROAD, AND 2.0 FT (0.6 M) WEST OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6031 ***********************************************************************
 AA6031  DESIGNATION -  0155 1993
 AA6031  PID         -  AA6031
 AA6031  STATE/COUNTY-  WA/KITTITAS
 AA6031  USGS QUAD   -  SNOQUALMIE PASS (1989)
 AA6031
 AA6031                         *CURRENT SURVEY CONTROL
 AA6031  ___________________________________________________________________
 AA6031* NAD 83(1998)-  47 25 04.68075(N)    121 24 34.63886(W)     ADJUSTED  
 AA6031* NAVD 88     -       898.4    (meters)    2948.     (feet)  GPS OBS   
 AA6031  ___________________________________________________________________
 AA6031  X           -  -2,253,560.724 (meters)                     COMP
 AA6031  Y           -  -3,690,531.341 (meters)                     COMP
 AA6031  Z           -   4,673,978.274 (meters)                     COMP
 AA6031  LAPLACE CORR-          13.10  (seconds)                    DEFLEC99
 AA6031  ELLIP HEIGHT-         878.72  (meters)          (07/05/01) GPS OBS
 AA6031  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 AA6031
 AA6031  HORZ ORDER  -  FIRST
 AA6031  ELLP ORDER  -  FOURTH    CLASS II
 AA6031
 AA6031.The horizontal coordinates were established by GPS observations
 AA6031.and adjusted by the National Geodetic Survey in July 2001..
 AA6031.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6031.DATUM ITEM on the data sheet items page.
 AA6031
 AA6031.The orthometric height was determined by GPS observations and a
 AA6031.high-resolution geoid model.
 AA6031
 AA6031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6031
 AA6031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6031
 AA6031.The ellipsoidal height was determined by GPS observations
 AA6031.and is referenced to NAD 83.
 AA6031
 AA6031.The geoid height was determined by GEOID03.
 AA6031
 AA6031;                    North         East     Units Scale Factor Converg.
 AA6031;SPC WA S     -   232,115.288   431,359.273   MT  1.00002047   -0 39 38.7
 AA6031;SPC WA S     -   761,531.57  1,415,217.88   sFT  1.00002047   -0 39 38.7
 AA6031;UTM  10      - 5,252,838.998   619,962.001   MT  0.99977685   +1 10 16.1
 AA6031
 AA6031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6031!SPC WA S     -   0.99986229  x   1.00002047  =   0.99988275
 AA6031!UTM  10      -   0.99986229  x   0.99977685  =   0.99963917
 AA6031
 AA6031                          SUPERSEDED SURVEY CONTROL
 AA6031
 AA6031  NAD 83(1991)-  47 25 04.67934(N)    121 24 34.64045(W) AD(       ) 1
 AA6031  ELLIP H (06/21/95)  878.90   (m)                       GP(       ) 4 2
 AA6031
 AA6031.Superseded values are not recommended for survey control.
 AA6031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6031.See file dsdata.txt to determine how the superseded data were derived.
 AA6031
 AA6031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT1996252839(NAD 83)
 AA6031_MARKER: DD = SURVEY DISK
 AA6031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6031_STAMPING: STN. 0155 1993
 AA6031_MARK LOGO: WA-039
 AA6031_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6031+STABILITY: SURFACE MOTION
 AA6031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA6031+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004
 AA6031
 AA6031  HISTORY     - Date     Condition        Report By
 AA6031  HISTORY     - 1993     MONUMENTED       MSI
 AA6031  HISTORY     - 20040824 GOOD             USPSQD
 AA6031
 AA6031                          STATION DESCRIPTION
 AA6031
 AA6031'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6031'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON, NEAR THE
 AA6031'SNOQUALMIE SKI AREA, APPROXIMATELY 2.0 MI (3.2 KM) NORTHWEST OF THE
 AA6031'VILLAGE OF HYAK, AND APPROXIMATELY 16 MI (25.7 KM) NORTHWEST OF THE
 AA6031'VILLAGE OF EASTON. THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF
 AA6031'THE INTERSECTION AT EXIT 53 UNDERPASS ROAD AND I-90, SOUTHEAST OF THE
 AA6031'OFF RAMP. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED
 AA6031'"STN. 0155 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS
 AA6031'A 10 INCH DIAMETER AND IS FLUSH WITH GROUND LEVEL. THE DISK IS LOCATED
 AA6031'79.5 FT (24.2 M) SOUTH OF THE CENTERLINE OF EXIT 53 UNDERPASS ROAD,
 AA6031'73.0 FT (22.3 M) EAST OF THE OFF RAMP, 119.0 FT (36.3 M)
 AA6031'NORTH-NORTHEAST OF 'FOOD' SIGN, AND 2.0 FT (0.6 M) SOUTH OF A
 AA6031'CARSONITE WITNESS POST.
 AA6031
 AA6031                          STATION RECOVERY (2004)
 AA6031
 AA6031'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AA6031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6032 ***********************************************************************
 AA6032  DESIGNATION -  0156 1993
 AA6032  PID         -  AA6032
 AA6032  STATE/COUNTY-  WA/KITTITAS
 AA6032  USGS QUAD   -  LOST LAKE (1989)
 AA6032
 AA6032                         *CURRENT SURVEY CONTROL
 AA6032  ___________________________________________________________________
 AA6032* NAD 83(1998)-  47 21 15.58701(N)    121 23 33.30217(W)     ADJUSTED  
 AA6032* NAVD 88     -      1232.5    (meters)    4044.     (feet)  GPS OBS   
 AA6032  ___________________________________________________________________
 AA6032  X           -  -2,255,293.680 (meters)                     COMP
 AA6032  Y           -  -3,695,839.778 (meters)                     COMP
 AA6032  Z           -   4,669,433.200 (meters)                     COMP
 AA6032  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 AA6032  ELLIP HEIGHT-        1212.88  (meters)          (07/05/01) GPS OBS
 AA6032  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 AA6032
 AA6032  HORZ ORDER  -  FIRST
 AA6032  ELLP ORDER  -  FOURTH    CLASS II
 AA6032
 AA6032.The horizontal coordinates were established by GPS observations
 AA6032.and adjusted by the National Geodetic Survey in July 2001..
 AA6032.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6032.DATUM ITEM on the data sheet items page.
 AA6032
 AA6032.The orthometric height was determined by GPS observations and a
 AA6032.high-resolution geoid model.
 AA6032
 AA6032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6032
 AA6032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6032
 AA6032.The ellipsoidal height was determined by GPS observations
 AA6032.and is referenced to NAD 83.
 AA6032
 AA6032.The geoid height was determined by GEOID03.
 AA6032
 AA6032;                    North         East     Units Scale Factor Converg.
 AA6032;SPC WA S     -   225,025.889   432,564.853   MT  1.00000487   -0 38 54.1
 AA6032;SPC WA S     -   738,272.44  1,419,173.19   sFT  1.00000487   -0 38 54.1
 AA6032;UTM  10      - 5,245,793.395   621,393.195   MT  0.99978110   +1 10 57.0
 AA6032
 AA6032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6032!SPC WA S     -   0.99980993  x   1.00000487  =   0.99981479
 AA6032!UTM  10      -   0.99980993  x   0.99978110  =   0.99959107
 AA6032
 AA6032                          SUPERSEDED SURVEY CONTROL
 AA6032
 AA6032  NAD 83(1991)-  47 21 15.58530(N)    121 23 33.30378(W) AD(       ) 1
 AA6032  ELLIP H (06/21/95) 1213.04   (m)                       GP(       ) 4 2
 AA6032
 AA6032.Superseded values are not recommended for survey control.
 AA6032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6032.See file dsdata.txt to determine how the superseded data were derived.
 AA6032
 AA6032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT2139345793(NAD 83)
 AA6032_MARKER: DD = SURVEY DISK
 AA6032_SETTING: 66 = SET IN ROCK OUTCROP
 AA6032_STAMPING: STN. 0156 1993
 AA6032_MARK LOGO: WA-039
 AA6032_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6032+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6032
 AA6032  HISTORY     - Date     Condition        Report By
 AA6032  HISTORY     - 1993     MONUMENTED       MSI
 AA6032
 AA6032                          STATION DESCRIPTION
 AA6032
 AA6032'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6032'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6032'APPROXIMATELY 13.0 MI (20.9 KM) NORTHWEST OF THE VILLAGE OF EASTON,
 AA6032'AND 1.0 MI (1.6 KM) NORTH OF THE NORTH SHORE OF LOST LAKE. TO REACH
 AA6032'THE STATION FROM THE EXIT 62 OVERPASS ON I-90 (STAMPEDE PASS ROAD),
 AA6032'PROCEED SOUTH AND WEST ON STAMPEDE PASS ROAD (N.F. 54) FOR 1.1 MI (1.8
 AA6032'KM) TO THE TO THE INTERSECTION WITH LOST LAKE ROAD (N.F. 5480) ON THE
 AA6032'RIGHT. TURN RIGHT AND PROCEED WEST ON LOST LAKE ROAD FOR 1.5 MI (2.4
 AA6032'KM) TO A 'Y' INTERSECTION. PROCEED LEFT AND CONTINUE FOR 0.2 MI (0.3
 AA6032'KM) TO A 'Y' INTERSECTION. PROCEED RIGHT AND CONTINUE FOR 2.5 MI (4.0
 AA6032'KM) TO A FOUR-WAY INTERSECTION. TURN RIGHT ON N.F. 117 AND GO 0.2 MI
 AA6032'(0.3 KM) TO A 'Y' INTERSECTION. PROCEED RIGHT AND CONTINUE FOR 2.3 MI
 AA6032'(3.7 KM) TO A 'Y' INTERSECTION. PROCEED RIGHT AND CONTINUE FOR 0.1 MI
 AA6032'(0.2 KM) TO THE TOP OF A ROCK OUTCROP (ROARING RIDGE) AND THE STATION.
 AA6032'THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0156
 AA6032'1993", AND SET IN THE TOP OF A ROCK OUTCROP. THE DISK IS LOCATED 20.7
 AA6032'FT (6.3 M) NORTH-NORTHEAST OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6033 ***********************************************************************
 AA6033  DESIGNATION -  0157 1993
 AA6033  PID         -  AA6033
 AA6033  STATE/COUNTY-  WA/KITTITAS
 AA6033  USGS QUAD   -  STAMPEDE PASS (1989)
 AA6033
 AA6033                         *CURRENT SURVEY CONTROL
 AA6033  ___________________________________________________________________
 AA6033* NAD 83(1998)-  47 16 41.96420(N)    121 18 46.81412(W)     ADJUSTED  
 AA6033* NAVD 88     -       830.5    (meters)    2725.     (feet)  GPS OBS   
 AA6033  ___________________________________________________________________
 AA6033  X           -  -2,253,245.477 (meters)                     COMP
 AA6033  Y           -  -3,704,043.695 (meters)                     COMP
 AA6033  Z           -   4,663,408.057 (meters)                     COMP
 AA6033  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 AA6033  ELLIP HEIGHT-         810.97  (meters)          (07/05/01) GPS OBS
 AA6033  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 AA6033
 AA6033  HORZ ORDER  -  FIRST
 AA6033  ELLP ORDER  -  FOURTH    CLASS II
 AA6033
 AA6033.The horizontal coordinates were established by GPS observations
 AA6033.and adjusted by the National Geodetic Survey in July 2001..
 AA6033.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6033.DATUM ITEM on the data sheet items page.
 AA6033
 AA6033.The orthometric height was determined by GPS observations and a
 AA6033.high-resolution geoid model.
 AA6033
 AA6033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6033
 AA6033.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6033
 AA6033.The ellipsoidal height was determined by GPS observations
 AA6033.and is referenced to NAD 83.
 AA6033
 AA6033.The geoid height was determined by GEOID03.
 AA6033
 AA6033;                    North         East     Units Scale Factor Converg.
 AA6033;SPC WA S     -   216,511.209   438,489.842   MT  0.99998788   -0 35 26.0
 AA6033;SPC WA S     -   710,337.19  1,438,612.09   sFT  0.99998788   -0 35 26.0
 AA6033;UTM  10      - 5,237,474.031   627,585.868   MT  0.99980005   +1 14 22.3
 AA6033
 AA6033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6033!SPC WA S     -   0.99987290  x   0.99998788  =   0.99986078
 AA6033!UTM  10      -   0.99987290  x   0.99980005  =   0.99967298
 AA6033
 AA6033                          SUPERSEDED SURVEY CONTROL
 AA6033
 AA6033  NAD 83(1991)-  47 16 41.96238(N)    121 18 46.81573(W) AD(       ) 1
 AA6033  ELLIP H (06/21/95)  811.13   (m)                       GP(       ) 4 2
 AA6033
 AA6033.Superseded values are not recommended for survey control.
 AA6033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6033.See file dsdata.txt to determine how the superseded data were derived.
 AA6033
 AA6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT2758637474(NAD 83)
 AA6033_MARKER: DD = SURVEY DISK
 AA6033_SETTING: 66 = SET IN ROCK OUTCROP
 AA6033_STAMPING: STN. 0157 1993
 AA6033_MARK LOGO: WA-039
 AA6033_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6033+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6033
 AA6033  HISTORY     - Date     Condition        Report By
 AA6033  HISTORY     - 1993     MONUMENTED       MSI
 AA6033
 AA6033                          STATION DESCRIPTION
 AA6033
 AA6033'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6033'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6033'APPROXIMATELY 7.0 MI (11.3 KM) NORTHWEST OF THE VILLAGE OF EASTON. TO
 AA6033'REACH THE STATION FROM THE EXIT 62 OVERPASS ON I-90 (STAMPEDE PASS
 AA6033'ROAD), PROCEED SOUTH AND WEST ON STAMPEDE PASS ROAD (N.F. 54) FOR 1.1
 AA6033'MI (1.8 KM) TO THE TO THE INTERSECTION WITH LOST LAKE ROAD (N.F.
 AA6033'5480)ON THE RIGHT. TURN LEFT AND CONTINUE ON N.F. 54 FOR 0.4 MI (0.6
 AA6033'KM) TO A 'Y' INTERSECTION. PROCEED LEFT ON N.F. 420 AND CONTINUE FOR
 AA6033'0.7 MI (1.1 KM) TO 'Y' INTERSECTION. PROCEED LEFT ON N.F. 420 AND
 AA6033'CONTINUE FOR 0.2 MI (0.3 KM) TO A MAJOR INTERSECTION. CONTINUE ON N.F.
 AA6033'420 FOR 0.6 MI (1.0 KM) TO INTERSECTION WITH N.F. 430. PROCEED LEFT
 AA6033'AND CONTINUE FOR 0.1 MI (0.2 KM) TO A ROAD ON THE LEFT. TURN LEFT AND
 AA6033'CONTINUE FOR 0.1 MI (0.2 KM) TO THE STATION. THE STATION IS A COUNTY
 AA6033'OF KITTITAS SURVEY DISK STAMPED "STN. 0157 1993", AND SET IN THE TOP
 AA6033'OF A ROCK OUTCROP. THE DISK IS LOCATED 36.0 FT (11.0 M) SOUTH OF
 AA6033'WOODEN POWER POLE, 53.5 FT (16.3 M) NORHEAST OF CENTER OF ROCK
 AA6033'OUTCROP, 55.0 FT (16.8 M) NORTH-NORTHWEST OF NORTHWEST CORNER OF POWER
 AA6033'TOWER, 46.4 FT (14.1 M) WEST-NORTHWEST OF THE NORTHEAST CORNER OF
 AA6033'POWER TOWER, AND 5.1 FT (1.6 M) SOUTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6034 ***********************************************************************
 AA6034  DESIGNATION -  0158 1993
 AA6034  PID         -  AA6034
 AA6034  STATE/COUNTY-  WA/KITTITAS
 AA6034  USGS QUAD   -  RONALD (1989)
 AA6034
 AA6034                         *CURRENT SURVEY CONTROL
 AA6034  ___________________________________________________________________
 AA6034* NAD 83(1998)-  47 13 56.50600(N)    121 06 13.35351(W)     ADJUSTED  
 AA6034* NAVD 88     -      1085.0    (meters)    3560.     (feet)  GPS OBS   
 AA6034  ___________________________________________________________________
 AA6034  X           -  -2,241,728.201 (meters)                     COMP
 AA6034  Y           -  -3,715,611.418 (meters)                     COMP
 AA6034  Z           -   4,660,126.610 (meters)                     COMP
 AA6034  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AA6034  ELLIP HEIGHT-        1065.86  (meters)          (07/05/01) GPS OBS
 AA6034  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 AA6034
 AA6034  HORZ ORDER  -  FIRST
 AA6034  ELLP ORDER  -  FOURTH    CLASS II
 AA6034
 AA6034.The horizontal coordinates were established by GPS observations
 AA6034.and adjusted by the National Geodetic Survey in July 2001..
 AA6034.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6034.DATUM ITEM on the data sheet items page.
 AA6034
 AA6034.The orthometric height was determined by GPS observations and a
 AA6034.high-resolution geoid model.
 AA6034
 AA6034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6034
 AA6034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6034
 AA6034.The ellipsoidal height was determined by GPS observations
 AA6034.and is referenced to NAD 83.
 AA6034
 AA6034.The geoid height was determined by GEOID03.
 AA6034
 AA6034;                    North         East     Units Scale Factor Converg.
 AA6034;SPC WA S     -   211,259.531   454,285.159   MT  0.99997846   -0 26 18.7
 AA6034;SPC WA S     -   693,107.31  1,490,433.89   sFT  0.99997846   -0 26 18.7
 AA6034;UTM  10      - 5,232,730.324   643,538.373   MT  0.99985321   +1 23 32.4
 AA6034
 AA6034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6034!SPC WA S     -   0.99983296  x   0.99997846  =   0.99981142
 AA6034!UTM  10      -   0.99983296  x   0.99985321  =   0.99968619
 AA6034
 AA6034                          SUPERSEDED SURVEY CONTROL
 AA6034
 AA6034  NAD 83(1991)-  47 13 56.50434(N)    121 06 13.35493(W) AD(       ) 1
 AA6034  ELLIP H (06/21/95) 1066.01   (m)                       GP(       ) 4 2
 AA6034
 AA6034.Superseded values are not recommended for survey control.
 AA6034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6034.See file dsdata.txt to determine how the superseded data were derived.
 AA6034
 AA6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4353832730(NAD 83)
 AA6034_MARKER: DD = SURVEY DISK
 AA6034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6034_STAMPING: STN. 0158 1993
 AA6034_MARK LOGO: WA-039
 AA6034_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6034+STABILITY: SURFACE MOTION
 AA6034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6034+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6034
 AA6034  HISTORY     - Date     Condition        Report By
 AA6034  HISTORY     - 1993     MONUMENTED       MSI
 AA6034
 AA6034                          STATION DESCRIPTION
 AA6034
 AA6034'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6034'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6034'APPROXIMATELY 3.5 MI (5.6 KM) EAST OF THE VILLAGE OF EASTON, AND
 AA6034'APPROXIMATELY 6.0 MI (9.7 KM) WEST OF THE TOWN OF ROSLYN. TO REACH THE
 AA6034'STATION FROM THE EXIT 80 OVERPASS ON I-90 (BULLFROG ROAD), PROCEED
 AA6034'NORTH ON BULLFROG ROAD FOR 0.2 MI (0.3 KM) AND A DIRT ROAD ON THE
 AA6034'LEFT. CONTINUE LEFT ON DIRT ROAD FOR 2.1 MI (3.4 KM) AND A BORROW PIT
 AA6034'ON THE RIGHT. CONTINUE ON MAIN DIRT ROAD FOR 2.9 MI (4.7 KM) TO A 'Y'
 AA6034'INTERSECTION. PROCEED LEFT AND CONTINUE ON FOR 0.95 MI (1.53 KM) TO A
 AA6034''Y' INTERSECTION. PRECEED LEFT AND CONTINUE ON FOR 0.75 MI (1.21 KM)
 AA6034'PASSING THROUGH AN OPEN GATE TO A 'Y' INTERSECTION. PROCEED RIGHT AND
 AA6034'CONTINUE FOR 1.0 MI (1.6 KM) TO A 'Y' INTERSECTION. PROCEED LEFT AND
 AA6034'CONTINUE ON FOR 0.3 MI (0.5 KM) TO THE BOTTOM OF A STEEP SLOPE.
 AA6034'CONTINUE ON FOR 360 FT (109.7 M) TO THE STATION ON THE LEFT, LOCATED
 AA6034'EAST OF THE TOP OF THE HILL. THE STATION IS A COUNTY OF KITTITAS
 AA6034'SURVEY DISK STAMPED "STN. 0158 1993", AND SET IN THE TOP OF A CONCRETE
 AA6034'MONUMENT WHICH HAS A 10 INCH DIAMETER. THE DISK IS LOCATED 25.0 FT
 AA6034'(7.6 M) EAST-NORTHEAST OF 15 INDIAMETER STUMP, 15.0 FT (4.6 M) (4.6)
 AA6034'SOUTH OF THE CENTERLINE OF THE DIRT ROAD, AND 1.5 FT (0.5 M) SOUTH OF
 AA6034'A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6035 ***********************************************************************
 AA6035  DESIGNATION -  0159 1993
 AA6035  PID         -  AA6035
 AA6035  STATE/COUNTY-  WA/KITTITAS
 AA6035  USGS QUAD   -  TEANAWAY (1985)
 AA6035
 AA6035                         *CURRENT SURVEY CONTROL
 AA6035  ___________________________________________________________________
 AA6035* NAD 83(1998)-  47 07 41.99731(N)    120 48 12.35396(W)     ADJUSTED  
 AA6035* NAVD 88     -       715.8    (meters)    2348.     (feet)  GPS OBS   
 AA6035  ___________________________________________________________________
 AA6035  X           -  -2,226,440.792 (meters)                     COMP
 AA6035  Y           -  -3,734,380.622 (meters)                     COMP
 AA6035  Z           -   4,651,993.464 (meters)                     COMP
 AA6035  LAPLACE CORR-          -7.01  (seconds)                    DEFLEC99
 AA6035  ELLIP HEIGHT-         696.29  (meters)          (07/05/01) GPS OBS
 AA6035  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 AA6035
 AA6035  HORZ ORDER  -  FIRST
 AA6035  ELLP ORDER  -  FOURTH    CLASS II
 AA6035
 AA6035.The horizontal coordinates were established by GPS observations
 AA6035.and adjusted by the National Geodetic Survey in July 2001..
 AA6035.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6035.DATUM ITEM on the data sheet items page.
 AA6035
 AA6035.The orthometric height was determined by GPS observations and a
 AA6035.high-resolution geoid model.
 AA6035
 AA6035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6035
 AA6035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6035
 AA6035.The ellipsoidal height was determined by GPS observations
 AA6035.and is referenced to NAD 83.
 AA6035
 AA6035.The geoid height was determined by GEOID03.
 AA6035
 AA6035;                    North         East     Units Scale Factor Converg.
 AA6035;SPC WA S     -   199,563.736   476,978.507   MT  0.99995955   -0 13 13.5
 AA6035;SPC WA S     -   654,735.36  1,564,886.99   sFT  0.99995955   -0 13 13.5
 AA6035;UTM  10      - 5,221,766.301   666,592.116   MT  0.99994110   +1 36 36.7
 AA6035
 AA6035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6035!SPC WA S     -   0.99989087  x   0.99995955  =   0.99985042
 AA6035!UTM  10      -   0.99989087  x   0.99994110  =   0.99983198
 AA6035
 AA6035                          SUPERSEDED SURVEY CONTROL
 AA6035
 AA6035  NAD 83(1991)-  47 07 41.99580(N)    120 48 12.35450(W) AD(       ) 1
 AA6035  ELLIP H (06/21/95)  696.42   (m)                       GP(       ) 4 2
 AA6035
 AA6035.Superseded values are not recommended for survey control.
 AA6035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6035.See file dsdata.txt to determine how the superseded data were derived.
 AA6035
 AA6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6659221766(NAD 83)
 AA6035_MARKER: DD = SURVEY DISK
 AA6035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6035_STAMPING: STN. 0159 1993
 AA6035_MARK LOGO: WA-039
 AA6035_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6035+STABILITY: SURFACE MOTION
 AA6035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6035+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6035
 AA6035  HISTORY     - Date     Condition        Report By
 AA6035  HISTORY     - 1993     MONUMENTED       MSI
 AA6035
 AA6035                          STATION DESCRIPTION
 AA6035
 AA6035'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6035'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6035'APPROXIMATELY 8.5 MI (13.7 KM) SOUTHEAST OF THE TOWN OF CLE ELUM. TO
 AA6035'REACH THE STATION FROM THE EXIT 85 OVERPASS ON I-90, PROCEED NORTH ON
 AA6035'THE OVERPASS ROAD FOR 0.3 MI (0.5 KM) TO A T-INTERSECTION. TURN LEFT
 AA6035'AND PROCEED WEST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH S.R.
 AA6035'970. TURN LEFT AND PROCEED WEST ON S.R. 970 (FIRST STREET) FOR 2.0 MI
 AA6035'(3.2 KM) , PASSING THROUGH CLE ELUM, TO THE INTERSECTION WITH ROSSETTI
 AA6035'STREET. TURN LEFT AND PROCEED SOUTH ON ROSSETTI STREET (LATER FOURTH
 AA6035'STREET) FOR 0.9 MI (1.4 KM) TO THE T-INTERSECTION WITH LOWER PEOH
 AA6035'POINT ROAD. TURN LEFT AND PROCEED EAST ON LOWER PEOH POINT ROAD FOR
 AA6035'2.8 MI (4.5 KM) TO THE INTERSECTION WITH WATSON CUTOFF ROAD ON THE
 AA6035'RIGHT. TURN LEFT AND PROCEED 1.1 MI (1.8 KM) TO THE INTERSECTION WITH
 AA6035'UPPER PEOH POINT ROAD, TURN LEFT AND GO 5.7 MI (9.2 KM) ON UPPER PEOH
 AA6035'POINT ROAD (TURNS INTO THORP PRAIRIE ROAD) TO THE STATION ON THE
 AA6035'RIGHT. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN.
 AA6035'0159 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10
 AA6035'INCH DIAMETER AND PROJECTS === INCHES ABOVE THE GROUND LEVEL. THE DISK
 AA6035'IS LOCATED 43.7 FT (13.3 M) SOUTH-SOUTHWEST OF THE EAST END OF GUARD
 AA6035'RAIL, 24.0 FT (7.3 M) SOUTHWEST OF THE CENTERLINE OF THORP PRAIRIE
 AA6035'ROAD, 7.8 FT (2.4 M) NORTHEAST OF FENCE LINE, AND 7.8 FT (2.4 M)
 AA6035'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6036 ***********************************************************************
 AA6036  DESIGNATION -  0160 1993
 AA6036  PID         -  AA6036
 AA6036  STATE/COUNTY-  WA/KITTITAS
 AA6036  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 AA6036
 AA6036                         *CURRENT SURVEY CONTROL
 AA6036  ___________________________________________________________________
 AA6036* NAD 83(1998)-  46 56 53.77425(N)    120 34 12.20745(W)     ADJUSTED  
 AA6036* NAVD 88     -       517.6    (meters)    1698.     (feet)  GPS OBS   
 AA6036  ___________________________________________________________________
 AA6036  X           -  -2,218,593.857 (meters)                     COMP
 AA6036  Y           -  -3,755,915.699 (meters)                     COMP
 AA6036  Z           -   4,638,204.240 (meters)                     COMP
 AA6036  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 AA6036  ELLIP HEIGHT-         497.26  (meters)          (07/05/01) GPS OBS
 AA6036  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 AA6036
 AA6036  HORZ ORDER  -  FIRST
 AA6036  ELLP ORDER  -  FOURTH    CLASS II
 AA6036
 AA6036.The horizontal coordinates were established by GPS observations
 AA6036.and adjusted by the National Geodetic Survey in July 2001..
 AA6036.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6036.DATUM ITEM on the data sheet items page.
 AA6036
 AA6036.The orthometric height was determined by GPS observations and a
 AA6036.high-resolution geoid model.
 AA6036
 AA6036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6036
 AA6036.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6036
 AA6036.The ellipsoidal height was determined by GPS observations
 AA6036.and is referenced to NAD 83.
 AA6036
 AA6036.The geoid height was determined by GEOID03.
 AA6036
 AA6036;                    North         East     Units Scale Factor Converg.
 AA6036;SPC WA S     -   179,505.124   494,666.906   MT  0.99993467   -0 03 03.2
 AA6036;SPC WA S     -   588,926.39  1,622,919.67   sFT  0.99993467   -0 03 03.2
 AA6036;UTM  10      - 5,202,281.776   684,912.293   MT  1.00002026   +1 46 34.1
 AA6036
 AA6036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6036!SPC WA S     -   0.99992206  x   0.99993467  =   0.99985674
 AA6036!UTM  10      -   0.99992206  x   1.00002026  =   0.99994232
 AA6036
 AA6036                          SUPERSEDED SURVEY CONTROL
 AA6036
 AA6036  NAD 83(1991)-  46 56 53.77297(N)    120 34 12.20733(W) AD(       ) 1
 AA6036  ELLIP H (06/21/95)  497.39   (m)                       GP(       ) 4 2
 AA6036
 AA6036.Superseded values are not recommended for survey control.
 AA6036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6036.See file dsdata.txt to determine how the superseded data were derived.
 AA6036
 AA6036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8491202282(NAD 83)
 AA6036_MARKER: DD = SURVEY DISK
 AA6036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6036_STAMPING: STN. 0160 1993
 AA6036_MARK LOGO: WA-039
 AA6036_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6036+STABILITY: SURFACE MOTION
 AA6036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6036+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 AA6036
 AA6036  HISTORY     - Date     Condition        Report By
 AA6036  HISTORY     - 1993     MONUMENTED       MSI
 AA6036  HISTORY     - 20050421 GOOD             BOR
 AA6036
 AA6036                          STATION DESCRIPTION
 AA6036
 AA6036'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6036'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6036'APPROXIMATELY 3.5 MI (5.6 KM) SOUTHWEST OF ELLENSBURG TOWN CENTER, AND
 AA6036'3.0 MI (4.8 KM) NORTHWEST OF THE VILLAGE OF THRALL. TO REACH THE
 AA6036'STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED SOUTH ON
 AA6036'MAIN STREET FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH UMPTANUM ROAD
 AA6036'ON THE RIGHT. TURN RIGHT AND PROCEED WEST THEN SOUTH ON UMPTANUM ROAD
 AA6036'FOR 2.8 MI (4.5 KM) TO THE INTERSECTION WITH RIVER BOTTOM ROAD.
 AA6036'CONTINUE SOUTH ON UMTANUM ROAD FOR 0.5 MI (0.8 KM) AND THE STATION ON
 AA6036'THE RIGHT. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED
 AA6036'"STN. 0160 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS
 AA6036'A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK
 AA6036'IS LOCATED 52.8 FT (16.1 M) WEST OF CENTERLINE OF UMPTANUM ROAD, 72.7
 AA6036'FT (22.2 M) NORTHEAST OF TELEPHONE BOX NO. 'MD48', 55.0 FT (16.8 M)
 AA6036'EAST OF FENCE LINE, 56.5 FT (17.2 M) SOUTH-SOUTHEAST OF FENCE CORNER,
 AA6036'AND 2.0 FT (0.6 M) SOUTH OF CARSONITE WITNESS POST.
 AA6036
 AA6036                          STATION RECOVERY (2005)
 AA6036
 AA6036'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2005 (TAC)
 AA6036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6037 ***********************************************************************
 AA6037  DESIGNATION -  0161 1993
 AA6037  PID         -  AA6037
 AA6037  STATE/COUNTY-  WA/KITTITAS
 AA6037  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 AA6037
 AA6037                         *CURRENT SURVEY CONTROL
 AA6037  ___________________________________________________________________
 AA6037* NAD 83(1998)-  46 57 05.65353(N)    120 37 07.77259(W)     ADJUSTED  
 AA6037* NAVD 88     -       716.6    (meters)    2351.     (feet)  GPS OBS   
 AA6037  ___________________________________________________________________
 AA6037  X           -  -2,221,722.643 (meters)                     COMP
 AA6037  Y           -  -3,753,912.223 (meters)                     COMP
 AA6037  Z           -   4,638,600.204 (meters)                     COMP
 AA6037  LAPLACE CORR-          -9.25  (seconds)                    DEFLEC99
 AA6037  ELLIP HEIGHT-         696.40  (meters)          (07/05/01) GPS OBS
 AA6037  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 AA6037
 AA6037  HORZ ORDER  -  FIRST
 AA6037  ELLP ORDER  -  FOURTH    CLASS II
 AA6037
 AA6037.The horizontal coordinates were established by GPS observations
 AA6037.and adjusted by the National Geodetic Survey in July 2001..
 AA6037.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6037.DATUM ITEM on the data sheet items page.
 AA6037
 AA6037.The orthometric height was determined by GPS observations and a
 AA6037.high-resolution geoid model.
 AA6037
 AA6037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6037
 AA6037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6037
 AA6037.The ellipsoidal height was determined by GPS observations
 AA6037.and is referenced to NAD 83.
 AA6037
 AA6037.The geoid height was determined by GEOID03.
 AA6037
 AA6037;                    North         East     Units Scale Factor Converg.
 AA6037;SPC WA S     -   179,876.384   490,955.019   MT  0.99993503   -0 05 10.7
 AA6037;SPC WA S     -   590,144.44  1,610,741.59   sFT  0.99993503   -0 05 10.7
 AA6037;UTM  10      - 5,202,534.527   681,190.170   MT  1.00000351   +1 44 26.1
 AA6037
 AA6037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6037!SPC WA S     -   0.99989085  x   0.99993503  =   0.99982589
 AA6037!UTM  10      -   0.99989085  x   1.00000351  =   0.99989436
 AA6037
 AA6037                          SUPERSEDED SURVEY CONTROL
 AA6037
 AA6037  NAD 83(1991)-  46 57 05.65222(N)    120 37 07.77252(W) AD(       ) 1
 AA6037  ELLIP H (06/21/95)  696.52   (m)                       GP(       ) 4 2
 AA6037
 AA6037.Superseded values are not recommended for survey control.
 AA6037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6037.See file dsdata.txt to determine how the superseded data were derived.
 AA6037
 AA6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8119002535(NAD 83)
 AA6037_MARKER: DD = SURVEY DISK
 AA6037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6037_STAMPING: STN. 0161 1993
 AA6037_MARK LOGO: WA-039
 AA6037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6037+STABILITY: SURFACE MOTION
 AA6037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6037+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6037
 AA6037  HISTORY     - Date     Condition        Report By
 AA6037  HISTORY     - 1993     MONUMENTED       MSI
 AA6037
 AA6037                          STATION DESCRIPTION
 AA6037
 AA6037'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6037'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6037'APPROXIMATELY 4.4 MI (7.1 KM) SOUTHWEST OF ELLENSBURG TOWN CENTER, AND
 AA6037'5.0 MI (8.0 KM) NORTHWEST OF THE VILLAGE OF THRALL. TO REACH THE
 AA6037'STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED SOUTH ON
 AA6037'MAIN STREET FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH UPTANUM ROAD
 AA6037'ON THE RIGHT. TURN RIGHT AND PROCEED WEST ON UPTANUM ROAD FOR 1.7 MI
 AA6037'(2.7 KM) TO THE INTERSECTION WITH MANASTASH ROAD. TURN RIGHT AND
 AA6037'PROCEED WEST ON MANASTASH ROAD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION
 AA6037'WITH STRANDE ROAD. TURN LEFT AND PROCEED SOUTHERLY ON STRANDE ROAD FOR
 AA6037'2.1 MI (3.4 KM) TO A 'Y' INTERSECTION AND THE STATION ON THE LEFT IN
 AA6037'THE SOUTHEAST CORNER, OPPOSITE A STORAGE SHED. THE STATION IS A COUNTY
 AA6037'OF KITTITAS SURVEY DISK STAMPED "STN. 0161 1993", AND SET IN THE TOP
 AA6037'OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3
 AA6037'INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 34.5 FT (10.5 M)
 AA6037'NORTHEAST OF WEST GATE POST, 53.6 FT (16.3 M) SOUTH-SOUTHEAST OF WEST
 AA6037'END OF CULVERT, 70.7 FT (21.5 M) SOUTH-SOUTHEAST OF NORTHEAST END OF
 AA6037'CULVERT, 14.0 FT (4.3 M) EAST OF CENTERLINE OF ROAD, 4.0 FT (1.2 M)
 AA6037'WEST OF FENCE LINE, AND 2.O FT SOUTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6038 ***********************************************************************
 AA6038  DESIGNATION -  0162 1993
 AA6038  PID         -  AA6038
 AA6038  STATE/COUNTY-  WA/KITTITAS
 AA6038  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 AA6038
 AA6038                         *CURRENT SURVEY CONTROL
 AA6038  ___________________________________________________________________
 AA6038* NAD 83(1998)-  46 58 52.30395(N)    120 31 42.85739(W)     ADJUSTED  
 AA6038* NAVD 88     -       460.6    (meters)    1511.     (feet)  GPS OBS   
 AA6038  ___________________________________________________________________
 AA6038  X           -  -2,214,494.847 (meters)                     COMP
 AA6038  Y           -  -3,755,182.917 (meters)                     COMP
 AA6038  Z           -   4,640,660.705 (meters)                     COMP
 AA6038  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AA6038  ELLIP HEIGHT-         440.26  (meters)          (07/05/01) GPS OBS
 AA6038  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 AA6038
 AA6038  HORZ ORDER  -  FIRST
 AA6038  ELLP ORDER  -  FOURTH    CLASS II
 AA6038
 AA6038.The horizontal coordinates were established by GPS observations
 AA6038.and adjusted by the National Geodetic Survey in July 2001..
 AA6038.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6038.DATUM ITEM on the data sheet items page.
 AA6038
 AA6038.The orthometric height was determined by GPS observations and a
 AA6038.high-resolution geoid model.
 AA6038
 AA6038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6038
 AA6038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6038
 AA6038.The ellipsoidal height was determined by GPS observations
 AA6038.and is referenced to NAD 83.
 AA6038
 AA6038.The geoid height was determined by GEOID03.
 AA6038
 AA6038;                    North         East     Units Scale Factor Converg.
 AA6038;SPC WA S     -   183,163.186   497,826.338   MT  0.99993848   -0 01 14.7
 AA6038;SPC WA S     -   600,927.89  1,633,285.24   sFT  0.99993848   -0 01 14.7
 AA6038;UTM  10      - 5,206,039.080   687,953.728   MT  1.00003420   +1 48 26.9
 AA6038
 AA6038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6038!SPC WA S     -   0.99993099  x   0.99993848  =   0.99986948
 AA6038!UTM  10      -   0.99993099  x   1.00003420  =   0.99996519
 AA6038
 AA6038                          SUPERSEDED SURVEY CONTROL
 AA6038
 AA6038  NAD 83(1991)-  46 58 52.30264(N)    120 31 42.85725(W) AD(       ) 1
 AA6038  ELLIP H (06/21/95)  440.39   (m)                       GP(       ) 4 2
 AA6038
 AA6038.Superseded values are not recommended for survey control.
 AA6038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6038.See file dsdata.txt to determine how the superseded data were derived.
 AA6038
 AA6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8795406039(NAD 83)
 AA6038_MARKER: DD = SURVEY DISK
 AA6038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6038_STAMPING: STN. 0162 1993
 AA6038_MARK LOGO: WA-039
 AA6038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6038+STABILITY: SURFACE MOTION
 AA6038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6038+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6038
 AA6038  HISTORY     - Date     Condition        Report By
 AA6038  HISTORY     - 1993     MONUMENTED       MSI
 AA6038
 AA6038                          STATION DESCRIPTION
 AA6038
 AA6038'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6038'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6038'APPROXIMATELY 1.4 MI (2.3 KM) SOUTHEAST OF ELLENSBURG TOWN CENTER, AND
 AA6038'3.5 MI (5.6 KM) NORTHWEST OF THE VILLAGE OF THRALL. TO REACH THE
 AA6038'STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED SOUTH ON
 AA6038'MAIN STREET FOR 0.8 MI (1.3 KM) TO THE INTERSECTION WITH KITTITAS
 AA6038'HIGHWAY. TURN LEFT AND PROCEED EAST ON KITTITAS HIGHWAY FOR 0.9 MI
 AA6038'(1.4 KM) TO THE INTERSECTION WITH BULL ROAD. TURN RIGHT AND PROCEED
 AA6038'SOUTH ON BULL ROAD FOR 0.2 MI (0.3 KM) AND THE STATION ON THE LEFT.
 AA6038'THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0162
 AA6038'1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH
 AA6038'DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED
 AA6038'105.0 FT (32.0 M) NORTH-NORTHEAST OF WEST END OF STEEL CULVERT, 25.6
 AA6038'FT (7.8 M) EAST OF CENTERLINE OF BULL ROAD, 45.5 FT (13.9 M) SOUTH OF
 AA6038'POWER POLE NO. 'Q63 YCP 2-40', AND 2.0 FT (0.6 M) WEST OF CARSONITE
 AA6038'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6039 ***********************************************************************
 AA6039  DESIGNATION -  0163 1993
 AA6039  PID         -  AA6039
 AA6039  STATE/COUNTY-  WA/KITTITAS
 AA6039  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AA6039
 AA6039                         *CURRENT SURVEY CONTROL
 AA6039  ___________________________________________________________________
 AA6039* NAD 83(1998)-  47 01 48.17041(N)    120 35 33.83330(W)     ADJUSTED  
 AA6039* NAVD 88     -       490.6    (meters)    1610.     (feet)  GPS OBS   
 AA6039  ___________________________________________________________________
 AA6039  X           -  -2,216,687.266 (meters)                     COMP
 AA6039  Y           -  -3,749,298.931 (meters)                     COMP
 AA6039  Z           -   4,644,386.585 (meters)                     COMP
 AA6039  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 AA6039  ELLIP HEIGHT-         470.53  (meters)          (07/05/01) GPS OBS
 AA6039  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 AA6039
 AA6039  HORZ ORDER  -  FIRST
 AA6039  ELLP ORDER  -  FOURTH    CLASS II
 AA6039
 AA6039.The horizontal coordinates were established by GPS observations
 AA6039.and adjusted by the National Geodetic Survey in July 2001..
 AA6039.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6039.DATUM ITEM on the data sheet items page.
 AA6039
 AA6039.The orthometric height was determined by GPS observations and a
 AA6039.high-resolution geoid model.
 AA6039
 AA6039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6039
 AA6039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6039
 AA6039.The ellipsoidal height was determined by GPS observations
 AA6039.and is referenced to NAD 83.
 AA6039
 AA6039.The geoid height was determined by GEOID03.
 AA6039
 AA6039;                    North         East     Units Scale Factor Converg.
 AA6039;SPC WA S     -   188,597.518   492,951.561   MT  0.99994474   -0 04 02.5
 AA6039;SPC WA S     -   618,757.02  1,617,291.91   sFT  0.99994474   -0 04 02.5
 AA6039;UTM  10      - 5,211,315.507   682,907.603   MT  1.00001119   +1 45 42.9
 AA6039
 AA6039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6039!SPC WA S     -   0.99992625  x   0.99994474  =   0.99987099
 AA6039!UTM  10      -   0.99992625  x   1.00001119  =   0.99993744
 AA6039
 AA6039                          SUPERSEDED SURVEY CONTROL
 AA6039
 AA6039  NAD 83(1991)-  47 01 48.16907(N)    120 35 33.83328(W) AD(       ) 1
 AA6039  ELLIP H (06/21/95)  470.65   (m)                       GP(       ) 4 2
 AA6039
 AA6039.Superseded values are not recommended for survey control.
 AA6039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6039.See file dsdata.txt to determine how the superseded data were derived.
 AA6039
 AA6039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8290811316(NAD 83)
 AA6039_MARKER: DD = SURVEY DISK
 AA6039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6039_STAMPING: STN. 0163 1993
 AA6039_MARK LOGO: WA-039
 AA6039_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6039+STABILITY: SURFACE MOTION
 AA6039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6039+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6039
 AA6039  HISTORY     - Date     Condition        Report By
 AA6039  HISTORY     - 1993     MONUMENTED       MSI
 AA6039
 AA6039                          STATION DESCRIPTION
 AA6039
 AA6039'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993
 AA6039'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6039'APPROXIMATELY 6.5 MI (10.5 KM) NORTHWEST OF ELLENSBURG TOWN CENTER,
 AA6039'AND 2.5 MI (4.0 KM) NORTHEAST OF THE VILLAGE OF THORP. TO REACH THE
 AA6039'STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED NORTH ON
 AA6039'WATER STREET FOR 0.65 MI (1.05 KM) TO THE INTERSECTION WITH FIFTEENTH
 AA6039'AVENUE. TURN LEFT AND PROCEED WEST ON FIFTEENTH AVENUE FOR 0.5 MI (0.8
 AA6039'KM) TO WHERE THE ROAD BENDS TO THE RIGHT. BEAR RIGHT AND PROCEED
 AA6039'NORTHWEST ON DRY CREEK ROAD FOR 0.7 MI (1.1 KM) TO THE INTERSECTION
 AA6039'WITH REECER CREEK ROAD ON THE RIGHT. CONTINUE NORTHWEST ON DRY CREEK
 AA6039'ROAD (LATER ALSO U.S. 97) FOR 1.2 MI (1.9 KM) TO THE INTERSECTION WITH
 AA6039'FAUST ROAD. TURN RIGHT AND PROCEED NORTH 0.2 MI (0.3 KM) TO A SHARP
 AA6039'RIGHTHAND TURN. TURN RIGHT AND PROCEED EAST 0.15 MI (0.24 KM) ON FAUST
 AA6039'ROAD (CROSSING ABANDONED RAILROAD TRACKS) TO A VERY SHARP LEFTHAND
 AA6039'TURN. TURN LEFT AND CONTINUE NORTH WEST FOR 0.2 MI (0.3 KM) ON FAUST
 AA6039'ROAD TO A RIGHTHAND TURN AND THE STATION ON THE LEFT. THE STATION IS A
 AA6039'COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0163 1993", AND SET IN
 AA6039'THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND
 AA6039'PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 48.3 FT
 AA6039'(14.7 M) WEST-SOUTHWEST OF FENCE CORNER EAST OF ROAD, 190.0 FT (57.9
 AA6039'M) SOUTHEAST OF SOUTHWEST CORNER OF CONCRETE BRIDGE, 29.5 FT (9.0 M)
 AA6039'SOUTH-SOUTHWEST OF CENTERLINE OF FAUST ROAD, AND 2.0 FT (0.6 M) SOUTH
 AA6039'OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6040 ***********************************************************************
 AA6040  DESIGNATION -  0164 1993
 AA6040  PID         -  AA6040
 AA6040  STATE/COUNTY-  WA/KITTITAS
 AA6040  USGS QUAD   -  REECER CANYON (1985)
 AA6040
 AA6040                         *CURRENT SURVEY CONTROL
 AA6040  ___________________________________________________________________
 AA6040* NAD 83(1998)-  47 07 57.11021(N)    120 34 53.83216(W)     ADJUSTED  
 AA6040* NAVD 88     -       733.3    (meters)    2406.     (feet)  GPS OBS   
 AA6040  ___________________________________________________________________
 AA6040  X           -  -2,211,799.051 (meters)                     COMP
 AA6040  Y           -  -3,742,687.609 (meters)                     COMP
 AA6040  Z           -   4,652,323.761 (meters)                     COMP
 AA6040  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AA6040  ELLIP HEIGHT-         713.68  (meters)          (07/05/01) GPS OBS
 AA6040  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 AA6040
 AA6040  HORZ ORDER  -  FIRST
 AA6040  ELLP ORDER  -  FOURTH    CLASS II
 AA6040
 AA6040.The horizontal coordinates were established by GPS observations
 AA6040.and adjusted by the National Geodetic Survey in July 2001..
 AA6040.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6040.DATUM ITEM on the data sheet items page.
 AA6040
 AA6040.The orthometric height was determined by GPS observations and a
 AA6040.high-resolution geoid model.
 AA6040
 AA6040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6040
 AA6040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6040
 AA6040.The ellipsoidal height was determined by GPS observations
 AA6040.and is referenced to NAD 83.
 AA6040
 AA6040.The geoid height was determined by GEOID03.
 AA6040
 AA6040;                    North         East     Units Scale Factor Converg.
 AA6040;SPC WA S     -   199,989.349   493,807.920   MT  0.99996025   -0 03 33.4
 AA6040;SPC WA S     -   656,131.72  1,620,101.48   sFT  0.99996025   -0 03 33.4
 AA6040;UTM  10      - 5,222,729.567   683,399.612   MT  1.00001340   +1 46 22.8
 AA6040
 AA6040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6040!SPC WA S     -   0.99988814  x   0.99996025  =   0.99984840
 AA6040!UTM  10      -   0.99988814  x   1.00001340  =   0.99990154
 AA6040
 AA6040                          SUPERSEDED SURVEY CONTROL
 AA6040
 AA6040  NAD 83(1991)-  47 07 57.10882(N)    120 34 53.83230(W) AD(       ) 1
 AA6040  ELLIP H (06/21/95)  713.81   (m)                       GP(       ) 4 2
 AA6040
 AA6040.Superseded values are not recommended for survey control.
 AA6040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6040.See file dsdata.txt to determine how the superseded data were derived.
 AA6040
 AA6040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8340022730(NAD 83)
 AA6040_MARKER: DD = SURVEY DISK
 AA6040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6040_STAMPING: STN. 0164 1993
 AA6040_MARK LOGO: WA-039
 AA6040_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6040+STABILITY: SURFACE MOTION
 AA6040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6040+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6040
 AA6040  HISTORY     - Date     Condition        Report By
 AA6040  HISTORY     - 1993     MONUMENTED       MSI
 AA6040
 AA6040                          STATION DESCRIPTION
 AA6040
 AA6040'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6040'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6040'APPROXIMATELY 8.5 MI (13.7 KM) NORTHWEST OF ELLENSBURG TOWN CENTER,
 AA6040'AND 5.0 MI (8.0 KM) NORTHEAST OF THE VILLAGE OF THORP. TO REACH THE
 AA6040'STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED NORTH ON
 AA6040'WATER STREET FOR 0.65 MI (1.05 KM) TO THE INTERSECTION WITH FIFTEENTH
 AA6040'AVENUE. TURN LEFT AND PROCEED WEST ON FIFTEENTH AVENUE FOR 0.5 MI (0.8
 AA6040'KM) TO WHERE THE ROAD BENDS TO THE RIGHT. BEAR RIGHT AND PROCEED
 AA6040'NORTHWEST ON DRY CREEK ROAD FOR 0.7 MI (1.1 KM) TO THE
 AA6040'INTERSECTIONWITH REECER CREEK ROAD ON THE RIGHT. BEAR RIGHT AND
 AA6040'PROCEED NORTH ON REECER CREEK ROAD FOR 4.55 MI (7.32 KM) TO WHERE THE
 AA6040'ROAD BENDS LEFT, AND THE INTERSECTION WITH ROBBINS ROAD ON THE RIGHT.
 AA6040'BEAR LEFT AND CONTINUE NORTH ON REECER CREEK ROAD FOR 2.85 MI (4.59
 AA6040'KM) TO WHERE REECER CREEK ROAD TURNS LEFT AND A GRAVEL ROAD (PHEASANT
 AA6040'LANE) CONTINUES NORTH. CONTINUE NORTH ON PHEASANT LANE FOR 1.0 MI (1.6
 AA6040'KM) AND THE STATION ON RIGHT. THE STATION IS A COUNTY OF KITTITAS
 AA6040'SURVEY DISK STAMPED "STN. 0164 1993", AND SET IN THE TOP OF A CONCRETE
 AA6040'MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE
 AA6040'GROUND LEVEL. THE DISK IS LOCATED 54.8 FT (16.7 M) SOUTHEAST OF THE
 AA6040'NORTHEAST CORNER OF A WOODEN SUPPORT FOR ROCKPILE AT SOUTHEAST CORNER
 AA6040'OF CORRAL, 16.7 FT (5.1 M) EAST OF CENTERLNE OF GRAVEL ROAD, 2.3 FT
 AA6040'(0.7 M) WEST OF FENCE LINE, AND 1.6 FT (0.5 M) WEST OF CARSONITE
 AA6040'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6041 ***********************************************************************
 AA6041  DESIGNATION -  0166 1993
 AA6041  PID         -  AA6041
 AA6041  STATE/COUNTY-  WA/KITTITAS
 AA6041  USGS QUAD   -  COLOCKUM PASS SW (1983)
 AA6041
 AA6041                         *CURRENT SURVEY CONTROL
 AA6041  ___________________________________________________________________
 AA6041* NAD 83(1998)-  47 03 36.90868(N)    120 24 06.51442(W)     ADJUSTED  
 AA6041* NAVD 88     -       652.0    (meters)    2139.     (feet)  GPS OBS   
 AA6041  ___________________________________________________________________
 AA6041  X           -  -2,202,993.353 (meters)                     COMP
 AA6041  Y           -  -3,754,639.567 (meters)                     COMP
 AA6041  Z           -   4,646,793.127 (meters)                     COMP
 AA6041  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 AA6041  ELLIP HEIGHT-         631.98  (meters)          (07/05/01) GPS OBS
 AA6041  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 AA6041
 AA6041  HORZ ORDER  -  FIRST
 AA6041  ELLP ORDER  -  FOURTH    CLASS II
 AA6041
 AA6041.The horizontal coordinates were established by GPS observations
 AA6041.and adjusted by the National Geodetic Survey in July 2001..
 AA6041.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6041.DATUM ITEM on the data sheet items page.
 AA6041
 AA6041.The orthometric height was determined by GPS observations and a
 AA6041.high-resolution geoid model.
 AA6041
 AA6041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6041
 AA6041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6041
 AA6041.The ellipsoidal height was determined by GPS observations
 AA6041.and is referenced to NAD 83.
 AA6041
 AA6041.The geoid height was determined by GEOID03.
 AA6041
 AA6041;                    North         East     Units Scale Factor Converg.
 AA6041;SPC WA S     -   191,955.789   507,459.190   MT  0.99994898   +0 04 16.8
 AA6041;SPC WA S     -   629,774.95  1,664,889.03   sFT  0.99994898   +0 04 16.8
 AA6041;UTM  10      - 5,215,135.800   697,301.973   MT  1.00007846   +1 54 09.6
 AA6041
 AA6041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6041!SPC WA S     -   0.99990095  x   0.99994898  =   0.99984993
 AA6041!UTM  10      -   0.99990095  x   1.00007846  =   0.99997940
 AA6041
 AA6041                          SUPERSEDED SURVEY CONTROL
 AA6041
 AA6041  NAD 83(1991)-  47 03 36.90743(N)    120 24 06.51433(W) AD(       ) 1
 AA6041  ELLIP H (06/21/95)  632.11   (m)                       GP(       ) 4 2
 AA6041
 AA6041.Superseded values are not recommended for survey control.
 AA6041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6041.See file dsdata.txt to determine how the superseded data were derived.
 AA6041
 AA6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9730215136(NAD 83)
 AA6041_MARKER: DD = SURVEY DISK
 AA6041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6041_STAMPING: STN. 0166 1993
 AA6041_MARK LOGO: WA-039
 AA6041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6041+STABILITY: SURFACE MOTION
 AA6041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6041+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6041
 AA6041  HISTORY     - Date     Condition        Report By
 AA6041  HISTORY     - 1993     MONUMENTED       MSI
 AA6041
 AA6041                          STATION DESCRIPTION
 AA6041
 AA6041'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6041'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6041'APPROXIMATELY 8.0 MI (12.9 KM) EAST-NORTHEAST OF ELLENSBURG TOWN
 AA6041'CENTER, AND 12.0 MI (19.3 KM) EAST OF THE VILLAGE OF THORP. TO REACH
 AA6041'THE STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED NORTH ON
 AA6041'MAIN STREET FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH 8TH AVENUE.
 AA6041'TURN RIGHT AND PROCEED EAST ON 8TH AVENUE (LATER VANTAGE HIGHWAY) FOR
 AA6041'5.6 MI (9.0 KM) TO THE INTERSECTION WITH FAIRVIEW ROAD ON THE LEFT.
 AA6041'TURN LEFT AND PROCEED NORTH ON FAIRVIEW ROAD FOR 3.1 MI (5.0 KM) TO
 AA6041'THE FAIRVIEW FIRE STATION, AND THE INTERSECTION WITH BRICK MILL ROAD.
 AA6041'TURN RIGHT AND PROCEED EAST ON BRICK MILL ROAD FOR 1.8 MI (2.9 KM) TO
 AA6041'THE INTERSECTION WITH LESTER ROAD. TURN LEFT AND PROCEED NORTH ON
 AA6041'LESTER ROAD FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH SCHNEBLY
 AA6041'ROAD. TURN LEFT AND PROCEED WEST ON SCHNEBLY ROAD FOR 0.2 MI (0.3 KM)
 AA6041'TO A RIGHTHAND BEND IN THE ROAD, AND THE STATION ON THE LEFT. THE
 AA6041'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0166 1993",
 AA6041'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA6041'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 30.7 FT
 AA6041'(9.4 M) SOUTH-SOUTHWEST OF CENTERLINE OF SCHNEBLY ROAD, 69.8 FT (21.3
 AA6041'M) EAST OF NORTH/SOUTH FENCE LINE, 145.8 FT (44.4 M) NORTH OF EASTERLY
 AA6041'WOODEN GATE POST, AND 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS
 AA6041'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6042 ***********************************************************************
 AA6042  DESIGNATION -  0167 1993
 AA6042  PID         -  AA6042
 AA6042  STATE/COUNTY-  WA/KITTITAS
 AA6042  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AA6042
 AA6042                         *CURRENT SURVEY CONTROL
 AA6042  ___________________________________________________________________
 AA6042* NAD 83(1998)-  47 03 55.34263(N)    120 31 05.00479(W)     ADJUSTED  
 AA6042* NAVD 88     -       595.5    (meters)    1954.     (feet)  GPS OBS   
 AA6042  ___________________________________________________________________
 AA6042  X           -  -2,210,375.388 (meters)                     COMP
 AA6042  Y           -  -3,749,769.962 (meters)                     COMP
 AA6042  Z           -   4,647,139.557 (meters)                     COMP
 AA6042  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AA6042  ELLIP HEIGHT-         575.45  (meters)          (07/05/01) GPS OBS
 AA6042  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 AA6042
 AA6042  HORZ ORDER  -  FIRST
 AA6042  ELLP ORDER  -  FOURTH    CLASS II
 AA6042
 AA6042.The horizontal coordinates were established by GPS observations
 AA6042.and adjusted by the National Geodetic Survey in July 2001..
 AA6042.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6042.DATUM ITEM on the data sheet items page.
 AA6042
 AA6042.The orthometric height was determined by GPS observations and a
 AA6042.high-resolution geoid model.
 AA6042
 AA6042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6042
 AA6042.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6042
 AA6042.The ellipsoidal height was determined by GPS observations
 AA6042.and is referenced to NAD 83.
 AA6042
 AA6042.The geoid height was determined by GEOID03.
 AA6042
 AA6042;                    North         East     Units Scale Factor Converg.
 AA6042;SPC WA S     -   192,520.536   498,628.410   MT  0.99994972   -0 00 47.2
 AA6042;SPC WA S     -   631,627.79  1,635,916.71   sFT  0.99994972   -0 00 47.2
 AA6042;UTM  10      - 5,215,418.124   688,456.703   MT  1.00003652   +1 49 03.5
 AA6042
 AA6042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6042!SPC WA S     -   0.99990981  x   0.99994972  =   0.99985953
 AA6042!UTM  10      -   0.99990981  x   1.00003652  =   0.99994632
 AA6042
 AA6042                          SUPERSEDED SURVEY CONTROL
 AA6042
 AA6042  NAD 83(1991)-  47 03 55.34131(N)    120 31 05.00469(W) AD(       ) 1
 AA6042  ELLIP H (06/21/95)  575.57   (m)                       GP(       ) 4 2
 AA6042
 AA6042.Superseded values are not recommended for survey control.
 AA6042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6042.See file dsdata.txt to determine how the superseded data were derived.
 AA6042
 AA6042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8845715418(NAD 83)
 AA6042_MARKER: DD = SURVEY DISK
 AA6042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6042_STAMPING: STN. 0167 1993
 AA6042_MARK LOGO: WA-039
 AA6042_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6042+STABILITY: SURFACE MOTION
 AA6042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6042+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6042
 AA6042  HISTORY     - Date     Condition        Report By
 AA6042  HISTORY     - 1993     MONUMENTED       MSI
 AA6042
 AA6042                          STATION DESCRIPTION
 AA6042
 AA6042'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6042'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6042'APPROXIMATELY 4.5 MI (7.2 KM) NORTHEAST OF ELLNSBURG TOWN CENTER, AND
 AA6042'7.0 MI (11.3 KM) EAST OF THE VILLAGE OF THORP. TO REACH THE STATION
 AA6042'FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED NORTH ON MAIN STREET
 AA6042'FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH 8TH AVENUE. TURN RIGHT
 AA6042'AND PROCEED EAST ON 8TH AVENUE (LATER VANTAGE HIGHWAY) FOR 1.4 MI (2.3
 AA6042'KM) TO THE INTERSECTION WITH LOOK ROAD. TURN LEFT AND PROCEED NORTH ON
 AA6042'LOOK ROAD FOR 4.6 MI (7.4 KM) TO THE INTERSECTION WITH ALFORD ROAD AND
 AA6042'THE STATION ON THE LEFT. THE STATION IS A COUNTY OF KITTITAS SURVEY
 AA6042'DISK STAMPED "STN. 0167 1993", AND SET IN THE TOP OF A CONCRETE
 AA6042'MONUMENT WHICH HAS A 10 INCH DIAMETER AND IS FLUSH WITH GROUND LEVEL.
 AA6042'THE DISK IS LOCATED 32.7 FT (10.0 M) NORTH-NORTHWEST OF CENTERLINE OF
 AA6042'ALFORD ROAD, 34.5 FT (10.5 M) EAST OF CENTERLINE OF LOOK ROAD, 114.5
 AA6042'FT (34.9 M) SOUTH OF TELEPHONE POLE, AND 2.0 FT (0.6 M) SOUTH OF
 AA6042'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6043 ***********************************************************************
 AA6043  DESIGNATION -  0168 1993
 AA6043  PID         -  AA6043
 AA6043  STATE/COUNTY-  WA/KITTITAS
 AA6043  USGS QUAD   -  COLOCKUM PASS SW (1983)
 AA6043
 AA6043                         *CURRENT SURVEY CONTROL
 AA6043  ___________________________________________________________________
 AA6043* NAD 83(1998)-  47 04 25.56994(N)    120 28 03.46737(W)     ADJUSTED  
 AA6043* NAVD 88     -       635.0    (meters)    2083.     (feet)  GPS OBS   
 AA6043  ___________________________________________________________________
 AA6043  X           -  -2,206,741.401 (meters)                     COMP
 AA6043  Y           -  -3,751,148.034 (meters)                     COMP
 AA6043  Z           -   4,647,804.425 (meters)                     COMP
 AA6043  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AA6043  ELLIP HEIGHT-         615.09  (meters)          (07/05/01) GPS OBS
 AA6043  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 AA6043
 AA6043  HORZ ORDER  -  FIRST
 AA6043  ELLP ORDER  -  FOURTH    CLASS II
 AA6043
 AA6043.The horizontal coordinates were established by GPS observations
 AA6043.and adjusted by the National Geodetic Survey in July 2001..
 AA6043.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6043.DATUM ITEM on the data sheet items page.
 AA6043
 AA6043.The orthometric height was determined by GPS observations and a
 AA6043.high-resolution geoid model.
 AA6043
 AA6043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6043
 AA6043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6043
 AA6043.The ellipsoidal height was determined by GPS observations
 AA6043.and is referenced to NAD 83.
 AA6043
 AA6043.The geoid height was determined by GEOID03.
 AA6043
 AA6043;                    North         East     Units Scale Factor Converg.
 AA6043;SPC WA S     -   193,454.292   502,458.435   MT  0.99995096   +0 01 24.6
 AA6043;SPC WA S     -   634,691.29  1,648,482.38   sFT  0.99995096   +0 01 24.6
 AA6043;UTM  10      - 5,216,473.881   692,255.297   MT  1.00005429   +1 51 17.4
 AA6043
 AA6043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6043!SPC WA S     -   0.99990359  x   0.99995096  =   0.99985456
 AA6043!UTM  10      -   0.99990359  x   1.00005429  =   0.99995788
 AA6043
 AA6043                          SUPERSEDED SURVEY CONTROL
 AA6043
 AA6043  NAD 83(1991)-  47 04 25.56865(N)    120 28 03.46728(W) AD(       ) 1
 AA6043  ELLIP H (06/21/95)  615.22   (m)                       GP(       ) 4 2
 AA6043
 AA6043.Superseded values are not recommended for survey control.
 AA6043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6043.See file dsdata.txt to determine how the superseded data were derived.
 AA6043
 AA6043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9225516474(NAD 83)
 AA6043_MARKER: DD = SURVEY DISK
 AA6043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6043_STAMPING: STN. 0168 1993
 AA6043_MARK LOGO: WA-039
 AA6043_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6043+STABILITY: SURFACE MOTION
 AA6043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6043+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6043
 AA6043  HISTORY     - Date     Condition        Report By
 AA6043  HISTORY     - 1993     MONUMENTED       MSI
 AA6043
 AA6043                          STATION DESCRIPTION
 AA6043
 AA6043'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6043'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6043'APPROXIMATELY 6.0 MI (9.7 KM) NORTHEAST OF ELLNSBURG TOWN CENTER, AND
 AA6043'9.5 MI (15.3 KM) EAST OF THE VILLAGE OF THORP. TO REACH THE STATION
 AA6043'FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED NORTH ON MAIN STREET
 AA6043'FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH 8TH AVENUE. TURN RIGHT
 AA6043'AND PROCEED EAST ON 8TH AVENUE (LATER VANTAGE HIGHWAY) FOR 1.4 MI (2.3
 AA6043'KM) TO THE INTERSECTION WITH LOOK ROAD. TURN LEFT AND PROCEED NORTH ON
 AA6043'LOOK ROAD FOR 4.6 MI (7.4 KM) TO THE INTERSECTION WITH ALFORD ROAD.
 AA6043'TURN RIGHT AND PROCEED EAST ON ALFORD ROAD FOR 1.0 MI (1.6 KM) TO THE
 AA6043'INTERSECTION WITH WILSON CREEK ROAD. TURN LEFT AND PROCEED NORTH ON
 AA6043'WILSON CREEK ROAD FOR 0.5 MI (0.8 KM) TO THE INTERSECTION WITH BAR 14
 AA6043'ROAD. TURN RIGHT AND PROCEED EAST FOR 1.5 MI (2.4 KM) TO THE
 AA6043'INTERSECTION WITH NANEUM ROAD. THE STATION IS LOCATED IN THE NORTHEAST
 AA6043'QUADRANT OF THE INTERSECTION. THE STATION IS A COUNTY OF KITTITAS
 AA6043'SURVEY DISK STAMPED "STN. 0168 1993", AND SET IN THE TOP OF A CONCRETE
 AA6043'MONUMENT WHICH HAS A 10 INCH DIAMETER AND IS FLUSH WITH GROUND LEVEL.
 AA6043'THE DISK IS LOCATED 13.5 FT (4.1 M) SOUTH-SOUTHWEST OF FENCE CORNER,
 AA6043'20.0 FT (6.1 M) NORTH-NORTHWEST OF FENCE CORNER, 19.3 FT (5.9 M) EAST
 AA6043'OF CENTERLINE OF NANEUM ROAD, AND 2.0 FT (0.6 M) WEST OF CARSONITE
 AA6043'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6044 ***********************************************************************
 AA6044  DESIGNATION -  0171 1993
 AA6044  PID         -  AA6044
 AA6044  STATE/COUNTY-  WA/KITTITAS
 AA6044  USGS QUAD   -  KITTITAS (1978)
 AA6044
 AA6044                         *CURRENT SURVEY CONTROL
 AA6044  ___________________________________________________________________
 AA6044* NAD 83(1998)-  46 59 10.02255(N)    120 24 45.87692(W)     ADJUSTED  
 AA6044* NAVD 88     -       509.1    (meters)    1670.     (feet)  GPS OBS   
 AA6044  ___________________________________________________________________
 AA6044  X           -  -2,206,713.147 (meters)                     COMP
 AA6044  Y           -  -3,759,335.516 (meters)                     COMP
 AA6044  Z           -   4,641,069.479 (meters)                     COMP
 AA6044  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AA6044  ELLIP HEIGHT-         488.77  (meters)          (07/05/01) GPS OBS
 AA6044  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 AA6044
 AA6044  HORZ ORDER  -  FIRST
 AA6044  ELLP ORDER  -  FOURTH    CLASS II
 AA6044
 AA6044.The horizontal coordinates were established by GPS observations
 AA6044.and adjusted by the National Geodetic Survey in July 2001..
 AA6044.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6044.DATUM ITEM on the data sheet items page.
 AA6044
 AA6044.The orthometric height was determined by GPS observations and a
 AA6044.high-resolution geoid model.
 AA6044
 AA6044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6044
 AA6044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6044
 AA6044.The ellipsoidal height was determined by GPS observations
 AA6044.and is referenced to NAD 83.
 AA6044
 AA6044.The geoid height was determined by GEOID03.
 AA6044
 AA6044;                    North         East     Units Scale Factor Converg.
 AA6044;SPC WA S     -   183,713.593   506,637.686   MT  0.99993908   +0 03 48.2
 AA6044;SPC WA S     -   602,733.68  1,662,193.81   sFT  0.99993908   +0 03 48.2
 AA6044;UTM  10      - 5,206,870.471   696,744.046   MT  1.00007577   +1 53 32.6
 AA6044
 AA6044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6044!SPC WA S     -   0.99992339  x   0.99993908  =   0.99986248
 AA6044!UTM  10      -   0.99992339  x   1.00007577  =   0.99999916
 AA6044
 AA6044                          SUPERSEDED SURVEY CONTROL
 AA6044
 AA6044  NAD 83(1991)-  46 59 10.02136(N)    120 24 45.87676(W) AD(       ) 1
 AA6044  ELLIP H (06/21/95)  488.90   (m)                       GP(       ) 4 2
 AA6044
 AA6044.Superseded values are not recommended for survey control.
 AA6044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6044.See file dsdata.txt to determine how the superseded data were derived.
 AA6044
 AA6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9674406870(NAD 83)
 AA6044_MARKER: DD = SURVEY DISK
 AA6044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6044_STAMPING: STN. 0171 1993
 AA6044_MARK LOGO: WA-039
 AA6044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6044+STABILITY: SURFACE MOTION
 AA6044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6044+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6044
 AA6044  HISTORY     - Date     Condition        Report By
 AA6044  HISTORY     - 1993     MONUMENTED       MSI
 AA6044
 AA6044                          STATION DESCRIPTION
 AA6044
 AA6044'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6044'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6044'APPROXIMATELY 6.0 MI (9.7 KM) NORTHWEST OF THE VILLAGE OF THRALL, 5.0
 AA6044'MI (8.0 KM) EAST OF ELLNSBURG TOWN CENTER, AND IN THE TOWN OF
 AA6044'KITTITAS. TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN
 AA6044'ELLNSBURG, PROCEED NORTH ON MAIN STREET FOR 0.25 MI (0.40 KM) TO THE
 AA6044'INTERSECTION WITH 8TH AVENUE. TURN RIGHT AND PROCEED EAST ON 8TH
 AA6044'AVENUE (LATER VANTAGE HIGHWAY) FOR 6.0 MI (9.7 KM) TO THE INTERSECTION
 AA6044'WITH NO. 81 ROAD. TURN RIGHT AND PROCEED SOUTH ON NO. 81 ROAD FOR 1.0
 AA6044'MI (1.6 KM) TO THE INTERSECTION WITH KITTITAS HIGHWAY AND THE STATION
 AA6044'ON THE RIGHT, IN THE NORTHWEST CORNER OF THE INTERSECTION. THE STATION
 AA6044'IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0171 1993", AND SET
 AA6044'IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND
 AA6044'FLUSH GROUND LEVEL. THE DISK IS LOCATED 40.0 FT (12.2 M) WEST OF
 AA6044'PROJECTED CENTERLINE OF NO.81 ROAD, 17.2 FT (5.2 M) NORTH-NORTHWEST OF
 AA6044'NORTH CORNER OF BRIDGE ABUTMENT ON NORTH SIDE OF KITTITAS HIGHWAY,
 AA6044'31.4 FT (9.6 M) SOUTHEAST OF SOUTHEAST CORNER OF CKLORINATION SHED,
 AA6044'14.0 FT (4.3 M) NORTHWEST OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6045 ***********************************************************************
 AA6045  DESIGNATION -  0172 1993
 AA6045  PID         -  AA6045
 AA6045  STATE/COUNTY-  WA/KITTITAS
 AA6045  USGS QUAD   -  KITTITAS (1978)
 AA6045
 AA6045                         *CURRENT SURVEY CONTROL
 AA6045  ___________________________________________________________________
 AA6045* NAD 83(1998)-  46 54 42.87692(N)    120 25 39.81130(W)     ADJUSTED  
 AA6045* NAVD 88     -       541.1    (meters)    1775.     (feet)  GPS OBS   
 AA6045  ___________________________________________________________________
 AA6045  X           -  -2,210,760.401 (meters)                     COMP
 AA6045  Y           -  -3,763,975.618 (meters)                     COMP
 AA6045  Z           -   4,635,460.753 (meters)                     COMP
 AA6045  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AA6045  ELLIP HEIGHT-         520.65  (meters)          (07/05/01) GPS OBS
 AA6045  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 AA6045
 AA6045  HORZ ORDER  -  FIRST
 AA6045  ELLP ORDER  -  FOURTH    CLASS II
 AA6045
 AA6045.The horizontal coordinates were established by GPS observations
 AA6045.and adjusted by the National Geodetic Survey in July 2001..
 AA6045.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6045.DATUM ITEM on the data sheet items page.
 AA6045
 AA6045.The orthometric height was determined by GPS observations and a
 AA6045.high-resolution geoid model.
 AA6045
 AA6045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6045
 AA6045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6045
 AA6045.The ellipsoidal height was determined by GPS observations
 AA6045.and is referenced to NAD 83.
 AA6045
 AA6045.The geoid height was determined by GEOID03.
 AA6045
 AA6045;                    North         East     Units Scale Factor Converg.
 AA6045;SPC WA S     -   175,463.387   505,505.566   MT  0.99993085   +0 03 09.0
 AA6045;SPC WA S     -   575,666.13  1,658,479.51   sFT  0.99993085   +0 03 09.0
 AA6045;UTM  10      - 5,198,587.203   695,875.529   MT  1.00007158   +1 52 44.9
 AA6045
 AA6045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6045!SPC WA S     -   0.99991839  x   0.99993085  =   0.99984925
 AA6045!UTM  10      -   0.99991839  x   1.00007158  =   0.99998997
 AA6045
 AA6045                          SUPERSEDED SURVEY CONTROL
 AA6045
 AA6045  NAD 83(1991)-  46 54 42.87582(N)    120 25 39.81095(W) AD(       ) 1
 AA6045  ELLIP H (06/21/95)  520.77   (m)                       GP(       ) 4 2
 AA6045
 AA6045.Superseded values are not recommended for survey control.
 AA6045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6045.See file dsdata.txt to determine how the superseded data were derived.
 AA6045
 AA6045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS9587698587(NAD 83)
 AA6045_MARKER: DD = SURVEY DISK
 AA6045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6045_STAMPING: STN. 0172 1993
 AA6045_MARK LOGO: WA-039
 AA6045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6045+STABILITY: SURFACE MOTION
 AA6045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6045+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6045
 AA6045  HISTORY     - Date     Condition        Report By
 AA6045  HISTORY     - 1993     MONUMENTED       MSI
 AA6045
 AA6045                          STATION DESCRIPTION
 AA6045
 AA6045'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6045'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6045'APPROXIMATELY 4.0 MI (6.4 KM) SOUTHEAST OF THE VILLAGE OF THRALL, AND
 AA6045'5.0 MI (8.0 KM) SOUTH OF THE TOWN OF KITTITAS. TO REACH THE STATION
 AA6045'FROM THE INTERSECTION OF KITTITAS HIGHWAY AND NO. 81 ROAD IN THE TOWN
 AA6045'OF KITTITAS, PROCEED WEST ON KITTITAS HIGHWAY FOR 1.0 MI (1.6 KM) TO
 AA6045'THE INTERSECTION WITH DENMARK ROAD. TURN LEFT AND PROCEED SOUTH ON
 AA6045'DENMARK ROAD FOR 5.25 MI (8.45 KM) TO THE INTERSECTION OF THRALL ROAD
 AA6045'WITH FOURTH PARALLEL ROAD ON THE LEFT, AND THE STATION ON THE RIGHT.
 AA6045'THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0172
 AA6045'1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH
 AA6045'DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED
 AA6045'23.8 FT (7.3 M) NORTH OF POWER POLE NO. '77 CP 145', 35.0 FT (10.7 M)
 AA6045'SOUTH-SOUTHWEST OF CENTERLINE OF BILLETER ROAD, 134.0 FT (40.8 M) WEST
 AA6045'OF EAST GATEPOST OF WIRE GATE, 2.0 FT (0.6 M) NORTH OF CARSONITE
 AA6045'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6046 ***********************************************************************
 AA6046  DESIGNATION -  0173 1993
 AA6046  PID         -  AA6046
 AA6046  STATE/COUNTY-  WA/KITTITAS
 AA6046  USGS QUAD   -  KITTITAS (1978)
 AA6046
 AA6046                         *CURRENT SURVEY CONTROL
 AA6046  ___________________________________________________________________
 AA6046* NAD 83(1998)-  46 55 44.17094(N)    120 28 34.32058(W)     ADJUSTED  
 AA6046* NAVD 88     -       455.0    (meters)    1493.     (feet)  GPS OBS   
 AA6046  ___________________________________________________________________
 AA6046  X           -  -2,213,213.037 (meters)                     COMP
 AA6046  Y           -  -3,760,861.587 (meters)                     COMP
 AA6046  Z           -   4,636,690.735 (meters)                     COMP
 AA6046  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 AA6046  ELLIP HEIGHT-         434.52  (meters)          (07/05/01) GPS OBS
 AA6046  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 AA6046
 AA6046  HORZ ORDER  -  FIRST
 AA6046  ELLP ORDER  -  FOURTH    CLASS II
 AA6046
 AA6046.The horizontal coordinates were established by GPS observations
 AA6046.and adjusted by the National Geodetic Survey in July 2001..
 AA6046.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6046.DATUM ITEM on the data sheet items page.
 AA6046
 AA6046.The orthometric height was determined by GPS observations and a
 AA6046.high-resolution geoid model.
 AA6046
 AA6046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6046
 AA6046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6046
 AA6046.The ellipsoidal height was determined by GPS observations
 AA6046.and is referenced to NAD 83.
 AA6046
 AA6046.The geoid height was determined by GEOID03.
 AA6046
 AA6046;                    North         East     Units Scale Factor Converg.
 AA6046;SPC WA S     -   177,353.790   501,812.397   MT  0.99993259   +0 01 02.2
 AA6046;SPC WA S     -   581,868.23  1,646,362.84   sFT  0.99993259   +0 01 02.2
 AA6046;UTM  10      - 5,200,359.146   692,123.484   MT  1.00005369   +1 50 39.2
 AA6046
 AA6046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6046!SPC WA S     -   0.99993189  x   0.99993259  =   0.99986449
 AA6046!UTM  10      -   0.99993189  x   1.00005369  =   0.99998558
 AA6046
 AA6046                          SUPERSEDED SURVEY CONTROL
 AA6046
 AA6046  NAD 83(1991)-  46 55 44.16976(N)    120 28 34.32034(W) AD(       ) 1
 AA6046  ELLIP H (06/21/95)  434.65   (m)                       GP(       ) 4 2
 AA6046
 AA6046.Superseded values are not recommended for survey control.
 AA6046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6046.See file dsdata.txt to determine how the superseded data were derived.
 AA6046
 AA6046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9212300359(NAD 83)
 AA6046_MARKER: DD = SURVEY DISK
 AA6046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6046_STAMPING: STN. 0173 1993
 AA6046_MARK LOGO: WA-039
 AA6046_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6046+STABILITY: SURFACE MOTION
 AA6046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6046+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6046
 AA6046  HISTORY     - Date     Condition        Report By
 AA6046  HISTORY     - 1993     MONUMENTED       MSI
 AA6046
 AA6046                          STATION DESCRIPTION
 AA6046
 AA6046'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6046'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6046'APPROXIMATELY 1.5 MI (2.4 KM) EAST OF THE VILLAGE OF THRALL, AND 4.5
 AA6046'MI (7.2 KM) SOUTHWEST OF THE TOWN OF KITTITAS. TO REACH THE STATION
 AA6046'FROM THE INTERSECTION OF KITTITAS HIGHWAY AND NO. 81 ROAD IN THE TOWN
 AA6046'OF KITTITAS, PROCEED WEST ON KITTITAS HIGHWAY FOR 1.0 MI (1.6 KM) TO
 AA6046'THE INTERSECTION WITH DENMARK ROAD. TURN LEFT AND PROCEED SOUTH ON
 AA6046'DENMARK ROAD FOR 4.0 MI (6.4 KM) TO THE INTERSECTION WITH THRALL ROAD.
 AA6046'TURN RIGHT AND PROCEED WEST ON THRALL ROAD FOR 2.0 MI (3.2 KM) TO THE
 AA6046'INTERSECTION WITH MOE ROAD ON THE RIGHT AND ORCHARD ROAD ON THE LEFT.
 AA6046'TURN LEFT AND PROCEED SOUTH ON ORCHARD ROAD FOR 100 FT (30.5 M) TO THE
 AA6046'INTERSECTION WITH TOZER ROAD STRAIGHT AHEAD AND ORCHARD ROAD TO THE
 AA6046'LEFT. PROCEED STRAIGHT AHEAD ON TOZER ROAD FOR 100 FT (30.5 M) AND THE
 AA6046'STATION ON THE LEFT. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK
 AA6046'STAMPED "STN. 0173 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT
 AA6046'WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 AA6046'THE DISK IS LOCATED 84.5 FT (25.8 M) SOUTH-SOUTHEAST OF CENTER OF
 AA6046'IRRIGATION WIER, 18.6 FT (5.7 M) NORTH OF CENTERLINE OF DIRT ROAD
 AA6046'ENTRANCE TO FIELD, AND 2.0 FT (0.6 M) SOUTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6047 ***********************************************************************
 AA6047  DESIGNATION -  0174 1993
 AA6047  PID         -  AA6047
 AA6047  STATE/COUNTY-  WA/KITTITAS
 AA6047  USGS QUAD   -  EAST KITTITAS (1953)
 AA6047
 AA6047                         *CURRENT SURVEY CONTROL
 AA6047  ___________________________________________________________________
 AA6047* NAD 83(1998)-  46 57 34.06034(N)    120 19 30.34933(W)     ADJUSTED  
 AA6047* NAVD 88     -       600.2    (meters)    1969.     (feet)  GPS OBS   
 AA6047  ___________________________________________________________________
 AA6047  X           -  -2,202,085.102 (meters)                     COMP
 AA6047  Y           -  -3,764,630.504 (meters)                     COMP
 AA6047  Z           -   4,639,113.875 (meters)                     COMP
 AA6047  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 AA6047  ELLIP HEIGHT-         579.89  (meters)          (07/05/01) GPS OBS
 AA6047  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 AA6047
 AA6047  HORZ ORDER  -  FIRST
 AA6047  ELLP ORDER  -  FOURTH    CLASS II
 AA6047
 AA6047.The horizontal coordinates were established by GPS observations
 AA6047.and adjusted by the National Geodetic Survey in July 2001..
 AA6047.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6047.DATUM ITEM on the data sheet items page.
 AA6047
 AA6047.The orthometric height was determined by GPS observations and a
 AA6047.high-resolution geoid model.
 AA6047
 AA6047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6047
 AA6047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6047
 AA6047.The ellipsoidal height was determined by GPS observations
 AA6047.and is referenced to NAD 83.
 AA6047
 AA6047.The geoid height was determined by GEOID03.
 AA6047
 AA6047;                    North         East     Units Scale Factor Converg.
 AA6047;SPC WA S     -   180,761.490   513,311.614   MT  0.99993593   +0 07 37.4
 AA6047;SPC WA S     -   593,048.32  1,684,089.85   sFT  0.99993593   +0 07 37.4
 AA6047;UTM  10      - 5,204,132.436   703,509.833   MT  1.00010906   +1 57 20.4
 AA6047
 AA6047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6047!SPC WA S     -   0.99990911  x   0.99993593  =   0.99984505
 AA6047!UTM  10      -   0.99990911  x   1.00010906  =   1.00001816
 AA6047
 AA6047                          SUPERSEDED SURVEY CONTROL
 AA6047
 AA6047  NAD 83(1991)-  46 57 34.05929(N)    120 19 30.34920(W) AD(       ) 1
 AA6047  ELLIP H (06/21/95)  580.03   (m)                       GP(       ) 4 2
 AA6047
 AA6047.Superseded values are not recommended for survey control.
 AA6047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6047.See file dsdata.txt to determine how the superseded data were derived.
 AA6047
 AA6047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0351004132(NAD 83)
 AA6047_MARKER: DD = SURVEY DISK
 AA6047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6047_STAMPING: STN. 0174 1993
 AA6047_MARK LOGO: WA-039
 AA6047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6047+STABILITY: SURFACE MOTION
 AA6047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6047+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6047
 AA6047  HISTORY     - Date     Condition        Report By
 AA6047  HISTORY     - 1993     MONUMENTED       MSI
 AA6047
 AA6047                          STATION DESCRIPTION
 AA6047
 AA6047'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6047'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6047'APPROXIMATELY 8.5 MI (13.7 KM) NORTHEAST OF THE VILLAGE OF THRALL, AND
 AA6047'4.4 MI (7.1 KM) SOUTHEAST OF THE TOWN OF KITTITAS. TO REACH THE
 AA6047'STATION FROM THE INTERSECTION OF KITTITAS HIGHWAY WESTERLY, NO. 81
 AA6047'ROAD, AND CLERF ROAD EASTERLY, IN THE TOWN OF KITTITAS, PROCEED EAST
 AA6047'ON CLERF ROAD FOR 2.0 MI (3.2 KM) TO THE INTERSECTION WITH A DIRT ROAD
 AA6047'STRAIGHT AHEAD AND CLERF ROAD TURNING TO THE RIGHT. PROCEED RIGHT AND
 AA6047'SOUTH FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH PARKE CREEK ROAD.
 AA6047'TURN LEFT AND PROCEED EAST ON PARKE CREEK ROAD FOR 0.1 MI (0.2 KM) TO
 AA6047'THE INTERSECTION WITH PRATER ROAD ON THE RIGHT. TURN RIGHT AND PROCEED
 AA6047'SOUTHEAST ON PRATER ROAD FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH
 AA6047'BOYLSTON ROAD ON THE LEFT. TURN LEFT AND PROCEED SOUTHEAST ON BOYLSTON
 AA6047'ROAD FOR 2.05 MI (3.30 KM) AND THE STATION ON THE RIGHT. THE STATION
 AA6047'IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0174 1993", AND SET
 AA6047'IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND
 AA6047'PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED
 AA6047'APPROXIMATELY 350 FT (106.7 M) EAST OF THE EAST END OF GUARD RAIL ON
 AA6047'SOUTH SIDE OF ROAD, 84.5 FT (25.8 M) SOUTH OF FENCE LINE, 34.0 FT
 AA6047'(10.4 M) SOUTH OF CENTERLINE OF BOYLSTON ROAD, AND 0.5 FT (15.2 CM)
 AA6047'SOUTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6048 ***********************************************************************
 AA6048  DESIGNATION -  0180 1993
 AA6048  PID         -  AA6048
 AA6048  STATE/COUNTY-  WA/KITTITAS
 AA6048  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 AA6048
 AA6048                         *CURRENT SURVEY CONTROL
 AA6048  ___________________________________________________________________
 AA6048* NAD 83(1998)-  46 59 25.85881(N)    120 36 08.17730(W)     ADJUSTED  
 AA6048* NAVD 88     -       508.2    (meters)    1667.     (feet)  GPS OBS   
 AA6048  ___________________________________________________________________
 AA6048  X           -  -2,218,954.171 (meters)                     COMP
 AA6048  Y           -  -3,751,707.128 (meters)                     COMP
 AA6048  Z           -   4,641,402.513 (meters)                     COMP
 AA6048  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 AA6048  ELLIP HEIGHT-         487.97  (meters)          (07/05/01) GPS OBS
 AA6048  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 AA6048
 AA6048  HORZ ORDER  -  FIRST
 AA6048  ELLP ORDER  -  FOURTH    CLASS II
 AA6048
 AA6048.The horizontal coordinates were established by GPS observations
 AA6048.and adjusted by the National Geodetic Survey in July 2001..
 AA6048.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6048.DATUM ITEM on the data sheet items page.
 AA6048
 AA6048.The orthometric height was determined by GPS observations and a
 AA6048.high-resolution geoid model.
 AA6048
 AA6048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6048
 AA6048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6048
 AA6048.The ellipsoidal height was determined by GPS observations
 AA6048.and is referenced to NAD 83.
 AA6048
 AA6048.The geoid height was determined by GEOID03.
 AA6048
 AA6048;                    North         East     Units Scale Factor Converg.
 AA6048;SPC WA S     -   184,203.970   492,220.737   MT  0.99993962   -0 04 27.4
 AA6048;SPC WA S     -   604,342.52  1,614,894.20   sFT  0.99993962   -0 04 27.4
 AA6048;UTM  10      - 5,206,900.576   682,317.313   MT  1.00000855   +1 45 13.7
 AA6048
 AA6048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6048!SPC WA S     -   0.99992352  x   0.99993962  =   0.99986314
 AA6048!UTM  10      -   0.99992352  x   1.00000855  =   0.99993207
 AA6048
 AA6048                          SUPERSEDED SURVEY CONTROL
 AA6048
 AA6048  NAD 83(1991)-  46 59 25.85747(N)    120 36 08.17721(W) AD(       ) 1
 AA6048  ELLIP H (06/21/95)  488.10   (m)                       GP(       ) 4 2
 AA6048
 AA6048.Superseded values are not recommended for survey control.
 AA6048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6048.See file dsdata.txt to determine how the superseded data were derived.
 AA6048
 AA6048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8231706901(NAD 83)
 AA6048_MARKER: DD = SURVEY DISK
 AA6048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6048_STAMPING: STN. 0180 1993
 AA6048_MARK LOGO: WA-039
 AA6048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6048+STABILITY: SURFACE MOTION
 AA6048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6048+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6048
 AA6048  HISTORY     - Date     Condition        Report By
 AA6048  HISTORY     - 1993     MONUMENTED       MSI
 AA6048
 AA6048                          STATION DESCRIPTION
 AA6048
 AA6048'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6048'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6048'APPROXIMATELY 2.5 MI (4.0 KM) SOUTHWEST OF ELLENSBURG TOWN CENTER, AND
 AA6048'5.6 MI (9.0 KM) NORTHWEST OF THE VILLAGE OF THRALL. TO REACH THE
 AA6048'STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED SOUTH ON
 AA6048'MAIN STREET FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH UMPTANUM ROAD
 AA6048'ON THE RIGHT. TURN RIGHT AND PROCEED WEST ON UMPTANUM ROAD FOR 1.2 MI
 AA6048'(1.9 KM) TO THE INTERSECTION WITH BROWN ROAD ON THE RIGHT. TURN RIGHT
 AA6048'AND PROCEED WEST AND THEN NORTHWEST ON BROWN ROAD FOR 2.7 MI (4.3 KM)
 AA6048'TO THE INTERSECTION WITH HANSON ROAD ON THE LEFT, THE INTERSECTION
 AA6048'WITH THORP HIGHWAY STRAIGHT AHEAD, AND A SUBSTATION ON THE RIGHT. TURN
 AA6048'LEFT AND PROCEED SOUTH ON HANSON ROAD FOR 0.9 MI (1.4 KM) TO THE
 AA6048'STATION ON THE RIGHT, JUST BEFORE INTERSECTION WITH BARNES ROAD ON THE
 AA6048'LEFT. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN.
 AA6048'0180 1993", AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10
 AA6048'INCH DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS
 AA6048'LOCATED 23.3 FT (7.1 M) WEST OF CENTERLINE OF HANSON ROAD, 17.1 FT
 AA6048'(5.2 M) NORTH OF CENTER OF STORM WATER DRAIN, 13.3 FT (4.1 M)
 AA6048'EAST-NORTHEAST OF SOUTH GATE POST, 3.3 FT (1.0 M) WEST-SOUTHWEST OF
 AA6048'GUARD RAIL, AND 2.8 FT (0.9 M) WEST-SOUTHWEST OF CARSONITE WITNESS
 AA6048'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6049 ***********************************************************************
 AA6049  DESIGNATION -  0181 1993
 AA6049  PID         -  AA6049
 AA6049  STATE/COUNTY-  WA/KITTITAS
 AA6049  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AA6049
 AA6049                         *CURRENT SURVEY CONTROL
 AA6049  ___________________________________________________________________
 AA6049* NAD 83(1998)-  47 05 17.66687(N)    120 37 27.31918(W)     ADJUSTED  
 AA6049* NAVD 88     -       586.8    (meters)    1925.     (feet)  GPS OBS   
 AA6049  ___________________________________________________________________
 AA6049  X           -  -2,216,370.467 (meters)                     COMP
 AA6049  Y           -  -3,744,059.447 (meters)                     COMP
 AA6049  Z           -   4,648,864.797 (meters)                     COMP
 AA6049  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 AA6049  ELLIP HEIGHT-         566.92  (meters)          (07/05/01) GPS OBS
 AA6049  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 AA6049
 AA6049  HORZ ORDER  -  FIRST
 AA6049  ELLP ORDER  -  FOURTH    CLASS II
 AA6049
 AA6049.The horizontal coordinates were established by GPS observations
 AA6049.and adjusted by the National Geodetic Survey in July 2001..
 AA6049.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6049.DATUM ITEM on the data sheet items page.
 AA6049
 AA6049.The orthometric height was determined by GPS observations and a
 AA6049.high-resolution geoid model.
 AA6049
 AA6049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6049
 AA6049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6049
 AA6049.The ellipsoidal height was determined by GPS observations
 AA6049.and is referenced to NAD 83.
 AA6049
 AA6049.The geoid height was determined by GEOID03.
 AA6049
 AA6049;                    North         East     Units Scale Factor Converg.
 AA6049;SPC WA S     -   195,069.958   490,565.653   MT  0.99995315   -0 05 24.9
 AA6049;SPC WA S     -   639,992.02  1,609,464.15   sFT  0.99995315   -0 05 24.9
 AA6049;UTM  10      - 5,217,708.815   680,316.073   MT  0.99999962   +1 44 25.7
 AA6049
 AA6049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6049!SPC WA S     -   0.99991114  x   0.99995315  =   0.99986430
 AA6049!UTM  10      -   0.99991114  x   0.99999962  =   0.99991076
 AA6049
 AA6049                          SUPERSEDED SURVEY CONTROL
 AA6049
 AA6049  NAD 83(1991)-  47 05 17.66552(N)    120 37 27.31926(W) AD(       ) 1
 AA6049  ELLIP H (06/21/95)  567.04   (m)                       GP(       ) 4 2
 AA6049
 AA6049.Superseded values are not recommended for survey control.
 AA6049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6049.See file dsdata.txt to determine how the superseded data were derived.
 AA6049
 AA6049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8031617709(NAD 83)
 AA6049_MARKER: DD = SURVEY DISK
 AA6049_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA6049_STAMPING: T19NR18ES31-T19NR18ES32-T18NR18ES6-T18NR18ES5 1931
 AA6049_MARK LOGO: WA-039
 AA6049_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA6049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA6049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6049+SATELLITE: SATELLITE OBSERVATIONS - 1931
 AA6049
 AA6049  HISTORY     - Date     Condition        Report By
 AA6049  HISTORY     - 1931     MONUMENTED       MSI
 AA6049
 AA6049                          STATION DESCRIPTION
 AA6049
 AA6049'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1931
 AA6049'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6049'APPROXIMATELY 6.5 MI (10.5 KM) NORTHWEST OF ELLENSBURG TOWN CENTER,
 AA6049'AND 2.5 MI (4.0 KM) NORTHEAST OF THE VILLAGE OF THORP. TO REACH THE
 AA6049'STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED NORTH ON
 AA6049'WATER STREET FOR 0.65 MI (1.05 KM) TO THE INTERSECTION WITH FIFTEENTH
 AA6049'AVENUE. TURN LEFT AND PROCEED WEST ON FIFTEENTH AVENUE FOR 0.5 MI (0.8
 AA6049'KM) TO WHERE THE ROAD BENDS TO THE RIGHT. BEAR RIGHT AND PROCEED
 AA6049'NORTHWEST ON DRY CREEK ROAD FOR 0.7 MI (1.1 KM) TO THE INTERSECTION
 AA6049'WITH REECER CREEK ROAD ON THE RIGHT. CONTINUE NORTHWEST ON DRY CREEK
 AA6049'ROAD (LATER ALSO U.S. 97) FOR 5.2 MI (8.4 KM) TO HOWARD ROAD ON THE
 AA6049'RIGHT. TURN RIGHT AND PROCEED NORTHEAST ON HOWARD ROAD FOR 1.0 MI (1.6
 AA6049'KM) TO A BEND IN THE ROAD TO THE LEFT. CONTINUE THROUGH THE BEND AND
 AA6049'PROCEED NORTH FOR 500 FT (152.4 M) AND THE STATION ON THE RIGHT. THE
 AA6049'STATION IS A BRASS SURVEY DISK (SECTION CORNER MARKER) STAMPED
 AA6049'"T19NR18ES31-T19NR18ES32-T18NR18ES6-T18NR18ES5 1931", AND SET IN THE
 AA6049'TOP OF AN IRON PIPE AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK
 AA6049'IS LOCATED 66.2 FT (20.2 M) SOUTH OF POWER POLE, 30.2 FT (9.2 M) EAST
 AA6049'OF CENTERLINE OF HOWARD ROAD, AND 0.5 FT (15.2 CM) NORTH OF A
 AA6049'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6050 ***********************************************************************
 AA6050  DESIGNATION -  0182 1993
 AA6050  PID         -  AA6050
 AA6050  STATE/COUNTY-  WA/KITTITAS
 AA6050  USGS QUAD   -  MANASTASH CREEK (1984)
 AA6050
 AA6050                         *CURRENT SURVEY CONTROL
 AA6050  ___________________________________________________________________
 AA6050* NAD 83(1998)-  46 59 18.84662(N)    120 38 43.78165(W)     ADJUSTED  
 AA6050* NAVD 88     -       559.5    (meters)    1836.     (feet)  GPS OBS   
 AA6050  ___________________________________________________________________
 AA6050  X           -  -2,221,882.407 (meters)                     COMP
 AA6050  Y           -  -3,750,198.545 (meters)                     COMP
 AA6050  Z           -   4,641,292.428 (meters)                     COMP
 AA6050  LAPLACE CORR-          -8.49  (seconds)                    DEFLEC99
 AA6050  ELLIP HEIGHT-         539.44  (meters)          (07/05/01) GPS OBS
 AA6050  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 AA6050
 AA6050  HORZ ORDER  -  FIRST
 AA6050  ELLP ORDER  -  FOURTH    CLASS II
 AA6050
 AA6050.The horizontal coordinates were established by GPS observations
 AA6050.and adjusted by the National Geodetic Survey in July 2001..
 AA6050.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6050.DATUM ITEM on the data sheet items page.
 AA6050
 AA6050.The orthometric height was determined by GPS observations and a
 AA6050.high-resolution geoid model.
 AA6050
 AA6050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6050
 AA6050.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6050
 AA6050.The ellipsoidal height was determined by GPS observations
 AA6050.and is referenced to NAD 83.
 AA6050
 AA6050.The geoid height was determined by GEOID03.
 AA6050
 AA6050;                    North         East     Units Scale Factor Converg.
 AA6050;SPC WA S     -   183,992.606   488,932.557   MT  0.99993938   -0 06 20.5
 AA6050;SPC WA S     -   603,649.07  1,604,106.23   sFT  0.99993938   -0 06 20.5
 AA6050;UTM  10      - 5,206,584.413   679,037.346   MT  0.99999398   +1 43 19.6
 AA6050
 AA6050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6050!SPC WA S     -   0.99991545  x   0.99993938  =   0.99985483
 AA6050!UTM  10      -   0.99991545  x   0.99999398  =   0.99990943
 AA6050
 AA6050                          SUPERSEDED SURVEY CONTROL
 AA6050
 AA6050  NAD 83(1991)-  46 59 18.84530(N)    120 38 43.78161(W) AD(       ) 1
 AA6050  ELLIP H (06/21/95)  539.56   (m)                       GP(       ) 4 2
 AA6050
 AA6050.Superseded values are not recommended for survey control.
 AA6050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6050.See file dsdata.txt to determine how the superseded data were derived.
 AA6050
 AA6050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7903706584(NAD 83)
 AA6050_MARKER: DD = SURVEY DISK
 AA6050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6050_STAMPING: STN. 0182 1993
 AA6050_MARK LOGO: WA-039
 AA6050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6050+STABILITY: SURFACE MOTION
 AA6050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6050+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6050
 AA6050  HISTORY     - Date     Condition        Report By
 AA6050  HISTORY     - 1993     MONUMENTED       MSI
 AA6050
 AA6050                          STATION DESCRIPTION
 AA6050
 AA6050'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6050'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6050'APPROXIMATELY 4.5 MI (7.2 KM) SOUTHWEST OF ELLENSBURG TOWN CENTER, AND
 AA6050'5.5 MI (8.9 KM) SOUTHEAST OF THE VILLAGE OF THORP. TO REACH THE
 AA6050'STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED SOUTH ON
 AA6050'MAIN STREET FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH UPTANUM ROAD
 AA6050'ON THE RIGHT. TURN RIGHT AND PROCEED WEST ON UPTANUM ROAD FOR 1.7 MI
 AA6050'(2.7 KM) TO THE INTERSECTION WITH MANASTASH ROAD. TURN RIGHT AND
 AA6050'PROCEED WEST ON MANASTASH ROAD FOR 3.5 MI (5.6 KM) TO THE INTERSECTION
 AA6050'WITH COVE ROAD. TURN RIGHT AND PROCEED NORTH ON COVE ROAD FOR 1.2 MI
 AA6050'(1.9 KM) AND THE STATION ON THE LEFT. THE STATION IS A COUNTY OF
 AA6050'KITTITAS SURVEY DISK STAMPED "STN. 0182 1993", AND SET IN THE TOP OF A
 AA6050'CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES
 AA6050'ABOVE GROUND LEVEL. THE DISK IS LOCATED 33.2 FT (10.1 M) SOUTH OF
 AA6050'POWER POLE NUMBER 'OLDSP', 23.4 FT (7.1 M) WEST OF CENTERLINE OF COVE
 AA6050'ROAD, 1.8 FT (0.5 M) EAST OF FENCE LINE, AND 2.0 FT (0.6 M) SOUTH OF
 AA6050'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6051 ***********************************************************************
 AA6051  DESIGNATION -  0183 1993
 AA6051  PID         -  AA6051
 AA6051  STATE/COUNTY-  WA/KITTITAS
 AA6051  USGS QUAD   -  EAST KITTITAS (1953)
 AA6051
 AA6051                         *CURRENT SURVEY CONTROL
 AA6051  ___________________________________________________________________
 AA6051* NAD 83(1998)-  46 53 49.81040(N)    120 19 03.55916(W)     ADJUSTED  
 AA6051* NAVD 88     -       614.2    (meters)    2015.     (feet)  GPS OBS   
 AA6051  ___________________________________________________________________
 AA6051  X           -  -2,204,154.734 (meters)                     COMP
 AA6051  Y           -  -3,769,291.923 (meters)                     COMP
 AA6051  Z           -   4,634,394.478 (meters)                     COMP
 AA6051  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 AA6051  ELLIP HEIGHT-         593.80  (meters)          (07/05/01) GPS OBS
 AA6051  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 AA6051
 AA6051  HORZ ORDER  -  FIRST
 AA6051  ELLP ORDER  -  FOURTH    CLASS II
 AA6051
 AA6051.The horizontal coordinates were established by GPS observations
 AA6051.and adjusted by the National Geodetic Survey in July 2001..
 AA6051.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6051.DATUM ITEM on the data sheet items page.
 AA6051
 AA6051.The orthometric height was determined by GPS observations and a
 AA6051.high-resolution geoid model.
 AA6051
 AA6051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6051
 AA6051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6051
 AA6051.The ellipsoidal height was determined by GPS observations
 AA6051.and is referenced to NAD 83.
 AA6051
 AA6051.The geoid height was determined by GEOID03.
 AA6051
 AA6051;                    North         East     Units Scale Factor Converg.
 AA6051;SPC WA S     -   173,838.331   513,893.999   MT  0.99992941   +0 07 56.8
 AA6051;SPC WA S     -   570,334.59  1,686,000.56   sFT  0.99992941   +0 07 56.8
 AA6051;UTM  10      - 5,197,230.140   704,312.866   MT  1.00011309   +1 57 32.9
 AA6051
 AA6051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6051!SPC WA S     -   0.99990693  x   0.99992941  =   0.99983635
 AA6051!UTM  10      -   0.99990693  x   1.00011309  =   1.00002001
 AA6051
 AA6051                          SUPERSEDED SURVEY CONTROL
 AA6051
 AA6051  NAD 83(1991)-  46 53 49.80938(N)    120 19 03.55851(W) AD(       ) 1
 AA6051  ELLIP H (06/21/95)  593.92   (m)                       GP(       ) 4 2
 AA6051
 AA6051.Superseded values are not recommended for survey control.
 AA6051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6051.See file dsdata.txt to determine how the superseded data were derived.
 AA6051
 AA6051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS0431397230(NAD 83)
 AA6051_MARKER: DD = SURVEY DISK
 AA6051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6051_STAMPING: STN. 0183 1993
 AA6051_MARK LOGO: WA-039
 AA6051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6051+STABILITY: SURFACE MOTION
 AA6051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6051+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6051
 AA6051  HISTORY     - Date     Condition        Report By
 AA6051  HISTORY     - 1993     MONUMENTED       MSI
 AA6051
 AA6051                          STATION DESCRIPTION
 AA6051
 AA6051'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6051'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6051'APPROXIMATELY 9.0 MI (14.5 KM) SOUTHEAST OF THE VILLAGE OF THRALL, AND
 AA6051'7.4 MI (11.9 KM) SOUTHEAST OF THE TOWN OF KITTITAS. TO REACH THE
 AA6051'STATION FROM THE INTERSECTION OF KITTITAS HIGHWAY AND NO. 81 ROAD IN
 AA6051'THE TOWN OF KITTITAS, PROCEED WEST ON KITTITAS HIGHWAY FOR 1.0 MI (1.6
 AA6051'KM) TO THE INTERSECTION WITH FAIRVIEW ROAD. TURN LEFT AND PROCEED
 AA6051'SOUTH ON FAIRVIEW AND LATER DENMARK ROAD FOR 4.0 MI (6.4 KM) TO THE
 AA6051'INTERSECTION WITH THRALL ROAD. TURN LEFT AND PROCEED EAST ON THRALL
 AA6051'ROAD FOR 2.5 MI (4.0 KM) TO THE INTERSECTION WITH UPPER BADGER POCKET
 AA6051'ROAD TO THE RIGHT. TURN RIGHT AND PROCEED SOUTHEAST ON UPPER BADGER
 AA6051'POCKET ROAD FOR 2.6 MI (4.2 KM) TO THE INTERSECTION WITH MORRISON ROAD
 AA6051'ROAD ON THE LEFT. TURN LEFT AND PROCEED EAST ON MORRISON ROAD FOR 1.5
 AA6051'MI (2.4 KM) TO THE INTERSECTION WITH HAYES ROAD ON THE RIGHT, AND THE
 AA6051'STATION ON THE LEFT IN THE NORTH EAST CORNER OF THE INTERSECTION. THE
 AA6051'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0183 1993",
 AA6051'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA6051'AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 71.0 FT
 AA6051'(21.6 M) EAST OF NORTHEAST CORNER OF BRIDGE ABUTMENT, 16.0 FT (4.9 M)
 AA6051'NORTH OF CENTERLINE OF MORRISON ROAD, 2.2 FT (0.7 M) SOUTH OF FENCE
 AA6051'LINE, 1.6 FT (0.5 M) SOUTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6052 ***********************************************************************
 AA6052  DESIGNATION -  0184 1993
 AA6052  PID         -  AA6052
 AA6052  STATE/COUNTY-  WA/KITTITAS
 AA6052  USGS QUAD   -  TEANAWAY (1985)
 AA6052
 AA6052                         *CURRENT SURVEY CONTROL
 AA6052  ___________________________________________________________________
 AA6052* NAD 83(1998)-  47 14 22.62510(N)    120 49 18.52785(W)     ADJUSTED  
 AA6052* NAVD 88     -       646.1    (meters)    2120.     (feet)  GPS OBS   
 AA6052  ___________________________________________________________________
 AA6052  X           -  -2,222,964.178 (meters)                     COMP
 AA6052  Y           -  -3,725,831.274 (meters)                     COMP
 AA6052  Z           -   4,660,352.216 (meters)                     COMP
 AA6052  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AA6052  ELLIP HEIGHT-         627.07  (meters)          (07/05/01) GPS OBS
 AA6052  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 AA6052
 AA6052  HORZ ORDER  -  FIRST
 AA6052  ELLP ORDER  -  FOURTH    CLASS II
 AA6052
 AA6052.The horizontal coordinates were established by GPS observations
 AA6052.and adjusted by the National Geodetic Survey in July 2001..
 AA6052.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6052.DATUM ITEM on the data sheet items page.
 AA6052
 AA6052.The orthometric height was determined by GPS observations and a
 AA6052.high-resolution geoid model.
 AA6052
 AA6052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6052
 AA6052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6052
 AA6052.The ellipsoidal height was determined by GPS observations
 AA6052.and is referenced to NAD 83.
 AA6052
 AA6052.The geoid height was determined by GEOID03.
 AA6052
 AA6052;                    North         East     Units Scale Factor Converg.
 AA6052;SPC WA S     -   211,940.884   475,634.367   MT  0.99997991   -0 14 01.5
 AA6052;SPC WA S     -   695,342.72  1,560,477.09   sFT  0.99997991   -0 14 01.5
 AA6052;UTM  10      - 5,234,093.759   664,853.039   MT  0.99993400   +1 35 58.5
 AA6052
 AA6052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6052!SPC WA S     -   0.99990172  x   0.99997991  =   0.99988163
 AA6052!UTM  10      -   0.99990172  x   0.99993400  =   0.99983573
 AA6052
 AA6052                          SUPERSEDED SURVEY CONTROL
 AA6052
 AA6052  NAD 83(1991)-  47 14 22.62362(N)    120 49 18.52862(W) AD(       ) 1
 AA6052  ELLIP H (06/21/95)  627.21   (m)                       GP(       ) 4 2
 AA6052
 AA6052.Superseded values are not recommended for survey control.
 AA6052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6052.See file dsdata.txt to determine how the superseded data were derived.
 AA6052
 AA6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6485334094(NAD 83)
 AA6052_MARKER: DD = SURVEY DISK
 AA6052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6052_STAMPING: STN. 0184 1993
 AA6052_MARK LOGO: WA-039
 AA6052_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6052+STABILITY: SURFACE MOTION
 AA6052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6052+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6052
 AA6052  HISTORY     - Date     Condition        Report By
 AA6052  HISTORY     - 1993     MONUMENTED       MSI
 AA6052
 AA6052                          STATION DESCRIPTION
 AA6052
 AA6052'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6052'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6052'APPROXIMATELY 7.0 MI (11.3 KM) NORTHEAST OF THE TOWN OF CLE ELUM, AND
 AA6052'6.0 MI (9.7 KM) SOUTHWEST OF THE VILLAGE OF LIBERTY. TO REACH THE
 AA6052'STATION FROM THE INTERSECTION OF U.S. 97 AND S.R. 970 EAST OF CLE
 AA6052'ELUM, PROCEED WEST ON S.R. 970 FOR 3.4 MI (5.5 KM) TO THE INTERSECTION
 AA6052'WITH TEANAWAY ROAD ON THE RIGHT. TURN RIGHT AND PROCEED NORTH ON
 AA6052'TEANAWAY ROAD FOR 4.1 MI (6.6 KM) TO THE STATION ON THE LEFT. THE
 AA6052'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0184 1993",
 AA6052'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER
 AA6052'AND PROJECTS === INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 26.4
 AA6052'FT (8.0 M) SOUTH OF THE CENTERLINE OF TEANAWAY ROAD, 42.6 FT (13.0 M)
 AA6052'WEST OF POWER POLE, 1.0 FT (0.3 M) NORTH OF FENCELINE, AND 1.5 FT (0.5
 AA6052'M) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6053 ***********************************************************************
 AA6053  DESIGNATION -  0185 1993
 AA6053  PID         -  AA6053
 AA6053  STATE/COUNTY-  WA/KITTITAS
 AA6053  USGS QUAD   -  MANASTASH CREEK (1984)
 AA6053
 AA6053                         *CURRENT SURVEY CONTROL
 AA6053  ___________________________________________________________________
 AA6053* NAD 83(1998)-  46 58 15.48178(N)    120 38 03.56829(W)     ADJUSTED  
 AA6053* NAVD 88     -       557.5    (meters)    1829.     (feet)  GPS OBS   
 AA6053  ___________________________________________________________________
 AA6053  X           -  -2,221,879.564 (meters)                     COMP
 AA6053  Y           -  -3,751,861.521 (meters)                     COMP
 AA6053  Z           -   4,639,955.841 (meters)                     COMP
 AA6053  LAPLACE CORR-          -8.31  (seconds)                    DEFLEC99
 AA6053  ELLIP HEIGHT-         537.43  (meters)          (07/05/01) GPS OBS
 AA6053  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 AA6053
 AA6053  HORZ ORDER  -  FIRST
 AA6053  ELLP ORDER  -  FOURTH    CLASS II
 AA6053
 AA6053.The horizontal coordinates were established by GPS observations
 AA6053.and adjusted by the National Geodetic Survey in July 2001..
 AA6053.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6053.DATUM ITEM on the data sheet items page.
 AA6053
 AA6053.The orthometric height was determined by GPS observations and a
 AA6053.high-resolution geoid model.
 AA6053
 AA6053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6053
 AA6053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6053
 AA6053.The ellipsoidal height was determined by GPS observations
 AA6053.and is referenced to NAD 83.
 AA6053
 AA6053.The geoid height was determined by GEOID03.
 AA6053
 AA6053;                    North         East     Units Scale Factor Converg.
 AA6053;SPC WA S     -   182,034.473   489,778.928   MT  0.99993726   -0 05 51.3
 AA6053;SPC WA S     -   597,224.77  1,606,883.03   sFT  0.99993726   -0 05 51.3
 AA6053;UTM  10      - 5,204,654.157   679,945.787   MT  0.99999799   +1 43 47.2
 AA6053
 AA6053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6053!SPC WA S     -   0.99991576  x   0.99993726  =   0.99985303
 AA6053!UTM  10      -   0.99991576  x   0.99999799  =   0.99991375
 AA6053
 AA6053                          SUPERSEDED SURVEY CONTROL
 AA6053
 AA6053  NAD 83(1991)-  46 58 15.48046(N)    120 38 03.56823(W) AD(       ) 1
 AA6053  ELLIP H (06/21/95)  537.55   (m)                       GP(       ) 4 2
 AA6053
 AA6053.Superseded values are not recommended for survey control.
 AA6053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6053.See file dsdata.txt to determine how the superseded data were derived.
 AA6053
 AA6053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7994604654(NAD 83)
 AA6053_MARKER: DD = SURVEY DISK
 AA6053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6053_STAMPING: STN. 0185 1993
 AA6053_MARK LOGO: WA-039
 AA6053_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6053+STABILITY: SURFACE MOTION
 AA6053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6053+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6053
 AA6053  HISTORY     - Date     Condition        Report By
 AA6053  HISTORY     - 1993     MONUMENTED       MSI
 AA6053
 AA6053                          STATION DESCRIPTION
 AA6053
 AA6053'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6053'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6053'APPROXIMATELY 4.2 MI (6.8 KM) SOUTHWEST OF ELLENSBURG TOWN CENTER, AND
 AA6053'6.5 MI (10.5 KM) SOUTHEAST OF THE VILLAGE OF THORP. TO REACH THE
 AA6053'STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED SOUTH ON
 AA6053'MAIN STREET FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH UMPTANUM ROAD
 AA6053'ON THE RIGHT. TURN RIGHT AND PROCEED WEST AND SOUTH ON UMPTANUM ROAD
 AA6053'FOR 1.7 MI (2.7 KM) TO THE INTERSECTION WITH MANASTASH ROAD. TURN
 AA6053'RIGHT AND PROCEED WEST ON MANASTASH ROAD FOR 2.7 MI (4.3 KM) , AND THE
 AA6053'STATION IS ON THE LEFT. THE STATION IS A COUNTY OF KITTITAS SURVEY
 AA6053'DISK STAMPED "STN. 0185 1993", AND SET IN THE TOP OF A CONCRETE
 AA6053'MONUMENT WHICH HAS A 10 INCH DIAMETER AND PROJECTS 3 INCHES ABOVE
 AA6053'GROUND LEVEL. THE DISK IS LOCATED 76.6 FT (23.3 M) EAST-NORTHEAST OF
 AA6053'POWER POLE NUMBER E2 (T25) , 17.0 FT (5.2 M) WEST-SOUTHWEST OF POWER
 AA6053'POLE, 29.6 FT (9.0 M) SOUTH-SOUTHEAST OF CENTERLINE OF MANASTASH ROAD,
 AA6053'2.5 FT (0.8 M) NORTH-NORTHWEST OF FENCE LINE, AND 2.0 FT (0.6 M) NORTH
 AA6053'OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6054 ***********************************************************************
 AA6054  DESIGNATION -  0186 1993
 AA6054  PID         -  AA6054
 AA6054  STATE/COUNTY-  WA/KITTITAS
 AA6054  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AA6054
 AA6054                         *CURRENT SURVEY CONTROL
 AA6054  ___________________________________________________________________
 AA6054* NAD 83(1998)-  47 04 25.84660(N)    120 36 10.77608(W)     ADJUSTED  
 AA6054* NAVD 88     -       559.4    (meters)    1835.     (feet)  GPS OBS   
 AA6054  ___________________________________________________________________
 AA6054  X           -  -2,215,568.061 (meters)                     COMP
 AA6054  Y           -  -3,745,874.338 (meters)                     COMP
 AA6054  Z           -   4,647,754.866 (meters)                     COMP
 AA6054  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 AA6054  ELLIP HEIGHT-         539.46  (meters)          (07/05/01) GPS OBS
 AA6054  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 AA6054
 AA6054  HORZ ORDER  -  FIRST
 AA6054  ELLP ORDER  -  FOURTH    CLASS II
 AA6054
 AA6054.The horizontal coordinates were established by GPS observations
 AA6054.and adjusted by the National Geodetic Survey in July 2001..
 AA6054.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6054.DATUM ITEM on the data sheet items page.
 AA6054
 AA6054.The orthometric height was determined by GPS observations and a
 AA6054.high-resolution geoid model.
 AA6054
 AA6054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6054
 AA6054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6054
 AA6054.The ellipsoidal height was determined by GPS observations
 AA6054.and is referenced to NAD 83.
 AA6054
 AA6054.The geoid height was determined by GEOID03.
 AA6054
 AA6054;                    North         East     Units Scale Factor Converg.
 AA6054;SPC WA S     -   193,467.437   492,177.923   MT  0.99995098   -0 04 29.3
 AA6054;SPC WA S     -   634,734.42  1,614,753.74   sFT  0.99995098   -0 04 29.3
 AA6054;UTM  10      - 5,216,158.536   681,978.797   MT  1.00000702   +1 45 20.3
 AA6054
 AA6054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6054!SPC WA S     -   0.99991545  x   0.99995098  =   0.99986643
 AA6054!UTM  10      -   0.99991545  x   1.00000702  =   0.99992247
 AA6054
 AA6054                          SUPERSEDED SURVEY CONTROL
 AA6054
 AA6054  NAD 83(1991)-  47 04 25.84524(N)    120 36 10.77613(W) AD(       ) 1
 AA6054  ELLIP H (06/21/95)  539.58   (m)                       GP(       ) 4 2
 AA6054
 AA6054.Superseded values are not recommended for survey control.
 AA6054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6054.See file dsdata.txt to determine how the superseded data were derived.
 AA6054
 AA6054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8197916159(NAD 83)
 AA6054_MARKER: DD = SURVEY DISK
 AA6054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6054_STAMPING: STN. 0186 1993
 AA6054_MARK LOGO: WA-039
 AA6054_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6054+STABILITY: SURFACE MOTION
 AA6054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6054+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6054
 AA6054  HISTORY     - Date     Condition        Report By
 AA6054  HISTORY     - 1993     MONUMENTED       MSI
 AA6054
 AA6054                          STATION DESCRIPTION
 AA6054
 AA6054'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993
 AA6054'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6054'APPROXIMATELY 6.5 MI (10.5 KM) NORTHWEST OF ELLENSBURG TOWN CENTER,
 AA6054'AND 2.5 MI (4.0 KM) NORTHEAST OF THE VILLAGE OF THORP. TO REACH THE
 AA6054'STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED NORTH ON
 AA6054'WATER STREET FOR 0.65 MI (1.05 KM) TO THE INTERSECTION WITH FIFTEENTH
 AA6054'AVENUE. TURN LEFT AND PROCEED WEST ON FIFTEENTH AVENUE FOR 0.5 MI (0.8
 AA6054'KM) TO WHERE THE ROAD BENDS TO THE RIGHT. BEAR RIGHT AND PROCEED
 AA6054'NORTHWEST ON DRY CREEK ROAD FOR 0.7 MI (1.1 KM) TO THE INTERSECTION
 AA6054'WITH REECER CREEK ROAD ON THE RIGHT. CONTINUE NORTHWEST ON DRY CREEK
 AA6054'ROAD (LATER ALSO U.S. 97) FOR 3.0 MI (4.8 KM) TO LOWER GREEN CANYON
 AA6054'ROAD ON THE RIGHT. TURN RIGHT AND PROCEED NORTH FOR 0.2 MI (0.3 KM) TO
 AA6054'A 'Y' INTERSECTION. TURN RIGHT AND PROCEED NORTHEAST ALONG LOWER GREEN
 AA6054'CANYON ROAD FOR 0.5 MI (0.8 KM) TO A BEND TO THE LEFT. PROCEED THROUGH
 AA6054'THE BEND AND CONTINUE NORTH FOR 1.3 MI (2.1 KM)  TO THE STATION ON THE
 AA6054'RIGHT. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN.
 AA6054'0186 1993".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6055 ***********************************************************************
 AA6055  DESIGNATION -  0187 1993
 AA6055  PID         -  AA6055
 AA6055  STATE/COUNTY-  WA/KITTITAS
 AA6055  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AA6055
 AA6055                         *CURRENT SURVEY CONTROL
 AA6055  ___________________________________________________________________
 AA6055* NAD 83(1998)-  47 00 51.20252(N)    120 37 13.38006(W)     ADJUSTED  
 AA6055* NAVD 88     -       484.1    (meters)    1588.     (feet)  GPS OBS   
 AA6055  ___________________________________________________________________
 AA6055  X           -  -2,219,149.819 (meters)                     COMP
 AA6055  Y           -  -3,749,332.525 (meters)                     COMP
 AA6055  Z           -   4,643,182.409 (meters)                     COMP
 AA6055  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 AA6055  ELLIP HEIGHT-         463.97  (meters)          (07/05/01) GPS OBS
 AA6055  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 AA6055
 AA6055  HORZ ORDER  -  FIRST
 AA6055  ELLP ORDER  -  FOURTH    CLASS II
 AA6055
 AA6055.The horizontal coordinates were established by GPS observations
 AA6055.and adjusted by the National Geodetic Survey in July 2001..
 AA6055.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6055.DATUM ITEM on the data sheet items page.
 AA6055
 AA6055.The orthometric height was determined by GPS observations and a
 AA6055.high-resolution geoid model.
 AA6055
 AA6055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6055
 AA6055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6055
 AA6055.The ellipsoidal height was determined by GPS observations
 AA6055.and is referenced to NAD 83.
 AA6055
 AA6055.The geoid height was determined by GEOID03.
 AA6055
 AA6055;                    North         East     Units Scale Factor Converg.
 AA6055;SPC WA S     -   186,841.238   490,847.083   MT  0.99994263   -0 05 14.8
 AA6055;SPC WA S     -   612,994.96  1,610,387.47   sFT  0.99994263   -0 05 14.8
 AA6055;UTM  10      - 5,209,492.841   680,860.121   MT  1.00000204   +1 44 28.4
 AA6055
 AA6055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6055!SPC WA S     -   0.99992728  x   0.99994263  =   0.99986991
 AA6055!UTM  10      -   0.99992728  x   1.00000204  =   0.99992932
 AA6055
 AA6055                          SUPERSEDED SURVEY CONTROL
 AA6055
 AA6055  NAD 83(1991)-  47 00 51.20117(N)    120 37 13.38003(W) AD(       ) 1
 AA6055  ELLIP H (06/21/95)  464.10   (m)                       GP(       ) 4 2
 AA6055
 AA6055.Superseded values are not recommended for survey control.
 AA6055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6055.See file dsdata.txt to determine how the superseded data were derived.
 AA6055
 AA6055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8086009493(NAD 83)
 AA6055_MARKER: DD = SURVEY DISK
 AA6055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6055_STAMPING: STN. 0187 1993
 AA6055_MARK LOGO: WA-039
 AA6055_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6055+STABILITY: SURFACE MOTION
 AA6055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6055+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6055
 AA6055  HISTORY     - Date     Condition        Report By
 AA6055  HISTORY     - 1993     MONUMENTED       MSI
 AA6055
 AA6055                          STATION DESCRIPTION
 AA6055
 AA6055'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993
 AA6055'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6055'APPROXIMATELY 3.5 MI (5.6 KM) NORTHWEST OF ELLENSBURG TOWN CENTER, AND
 AA6055'4.0 MI (6.4 KM) SOUTHEAST OF THE VILLAGE OF THORP. TO REACH THE
 AA6055'STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEED SOUTH ON
 AA6055'MAIN STREET FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH UMPTANUM ROAD
 AA6055'ON THE RIGHT. TURN RIGHT AND PROCEED WEST ON UMPTANUM ROAD FOR 1.2 MI
 AA6055'(1.9 KM) TO THE INTERSECTION WITH BROWN ROAD ON THE RIGHT. TURN RIGHT
 AA6055'AND PROCEED WEST AND THEN NORTHWEST ON BROWN ROAD FOR 2.7 MI (4.3 KM)
 AA6055'TO THE INTERSECTION WITH HANSON ROAD ON THE LEFT, THE INTERSECTION
 AA6055'WITH SOUTH THORP HIGHWAY STRAIGHT AHEAD, AND A SUBSTATION ON THE
 AA6055'RIGHT. PROCEED STRAIGHT AHEAD ON SOUTH THORP HIGHWAY FOR 1.1 MI (1.8
 AA6055'KM) TO THE INTERSECTION WITH ROBINSON CANYON ROAD, AND THE STATION
 AA6055'(JUST PAST THE INTERSECTION ON SOUTH THORP HIGHWAY) ON THE LEFT. THE
 AA6055'STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0187 1993",
 AA6055'AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS  A 10 INCH
 AA6055'DIAMETER AND PROJECTS 3 INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED
 AA6055'25.3 FT (7.7 M) SOUTH-SOUTHWEST OF CENTERLINE OF THORP HIGHWAY, 34.0
 AA6055'FT (10.4 M) NORTHWEST OF TELEVISION CABLE BOX, 3.3 FT (1.0 M) NORTH OF
 AA6055'FENCE LINE, AND 1.7 FT (0.5 M) NORTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6056 ***********************************************************************
 AA6056  DESIGNATION -  0188 1993
 AA6056  PID         -  AA6056
 AA6056  STATE/COUNTY-  WA/KITTITAS
 AA6056  USGS QUAD   -  RONALD (1989)
 AA6056
 AA6056                         *CURRENT SURVEY CONTROL
 AA6056  ___________________________________________________________________
 AA6056* NAD 83(1998)-  47 14 48.72292(N)    121 03 10.05729(W)     ADJUSTED  
 AA6056* NAVD 88     -       689.0    (meters)    2260.     (feet)  GPS OBS   
 AA6056  ___________________________________________________________________
 AA6056  X           -  -2,237,675.987 (meters)                     COMP
 AA6056  Y           -  -3,716,357.325 (meters)                     COMP
 AA6056  Z           -   4,660,930.865 (meters)                     COMP
 AA6056  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 AA6056  ELLIP HEIGHT-         669.89  (meters)          (07/05/01) GPS OBS
 AA6056  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 AA6056
 AA6056  HORZ ORDER  -  FIRST
 AA6056  ELLP ORDER  -  FOURTH    CLASS II
 AA6056
 AA6056.The horizontal coordinates were established by GPS observations
 AA6056.and adjusted by the National Geodetic Survey in July 2001..
 AA6056.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6056.DATUM ITEM on the data sheet items page.
 AA6056
 AA6056.The orthometric height was determined by GPS observations and a
 AA6056.high-resolution geoid model.
 AA6056
 AA6056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6056
 AA6056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6056
 AA6056.The ellipsoidal height was determined by GPS observations
 AA6056.and is referenced to NAD 83.
 AA6056
 AA6056.The geoid height was determined by GEOID03.
 AA6056
 AA6056;                    North         East     Units Scale Factor Converg.
 AA6056;SPC WA S     -   212,843.761   458,151.891   MT  0.99998137   -0 24 05.6
 AA6056;SPC WA S     -   698,304.91  1,503,120.00   sFT  0.99998137   -0 24 05.6
 AA6056;UTM  10      - 5,234,437.104   647,352.047   MT  0.99986685   +1 25 48.2
 AA6056
 AA6056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6056!SPC WA S     -   0.99989501  x   0.99998137  =   0.99987638
 AA6056!UTM  10      -   0.99989501  x   0.99986685  =   0.99976187
 AA6056
 AA6056                          SUPERSEDED SURVEY CONTROL
 AA6056
 AA6056  NAD 83(1991)-  47 14 48.72126(N)    121 03 10.05854(W) AD(       ) 1
 AA6056  ELLIP H (06/21/95)  670.04   (m)                       GP(       ) 4 2
 AA6056
 AA6056.Superseded values are not recommended for survey control.
 AA6056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6056.See file dsdata.txt to determine how the superseded data were derived.
 AA6056
 AA6056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4735234437(NAD 83)
 AA6056_MARKER: DD = SURVEY DISK
 AA6056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6056_STAMPING: STN. 0188 1993
 AA6056_MARK LOGO: WA-039
 AA6056_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6056+STABILITY: SURFACE MOTION
 AA6056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6056+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6056
 AA6056  HISTORY     - Date     Condition        Report By
 AA6056  HISTORY     - 1993     MONUMENTED       MSI
 AA6056
 AA6056                          STATION DESCRIPTION
 AA6056
 AA6056'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6056'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON, AND
 AA6056'APPROXIMATELY 3.6 MI (5.8 KM) NORTHWEST OF THE TOWN OF ROSLYN. TO
 AA6056'REACH THE STATION FROM THE FIRE STATION IN ROSLYN, PROCEED NORTH ON
 AA6056'S.R. 903 FOR 3.6 MI (5.8 KM) TO A DIRT ROAD ON THE LEFT. THE STATION
 AA6056'IS LOCATED ON THE RIGHT HAND SIDE OF THE ROAD, AND NORTHWEST OF A
 AA6056'TELEPHONE BOX. THE STATION IS A COUNTY OF KITTITAS SURVEY DISK STAMPED
 AA6056'"STN. 0188 1993", AND IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 AA6056'IS 10 INCHES IN DIAMETER AND PROJECTS APPROXIMATELY 1 INCH ABOVE
 AA6056'GROUND LEVEL. THE DISK IS LOCATED 66.7 FT (20.3 M) WEST-NORTHWEST OF
 AA6056'TELEPHONE BOX NUMBER N4F1, 67.4 FT (20.5 M) NORTHEAST OF POWER POLE
 AA6056'NUMBER 26928 9186274, AND 29.9 FT (9.1 M) NORTH-NORTHEAST OF
 AA6056'CENTERLINE OF HWY 903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6057 ***********************************************************************
 AA6057  DESIGNATION -  0189 1993
 AA6057  PID         -  AA6057
 AA6057  STATE/COUNTY-  WA/KITTITAS
 AA6057  USGS QUAD   -  LIBERTY (1989)
 AA6057
 AA6057                         *CURRENT SURVEY CONTROL
 AA6057  ___________________________________________________________________
 AA6057* NAD 83(1998)-  47 15 10.90154(N)    120 40 13.51905(W)     ADJUSTED  
 AA6057* NAVD 88     -       805.6    (meters)    2643.     (feet)  GPS OBS   
 AA6057  ___________________________________________________________________
 AA6057  X           -  -2,212,608.549 (meters)                     COMP
 AA6057  Y           -  -3,730,843.463 (meters)                     COMP
 AA6057  Z           -   4,661,481.621 (meters)                     COMP
 AA6057  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 AA6057  ELLIP HEIGHT-         786.70  (meters)          (07/05/01) GPS OBS
 AA6057  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 AA6057
 AA6057  HORZ ORDER  -  FIRST
 AA6057  ELLP ORDER  -  FOURTH    CLASS II
 AA6057
 AA6057.The horizontal coordinates were established by GPS observations
 AA6057.and adjusted by the National Geodetic Survey in July 2001..
 AA6057.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6057.DATUM ITEM on the data sheet items page.
 AA6057
 AA6057.The orthometric height was determined by GPS observations and a
 AA6057.high-resolution geoid model.
 AA6057
 AA6057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6057
 AA6057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6057
 AA6057.The ellipsoidal height was determined by GPS observations
 AA6057.and is referenced to NAD 83.
 AA6057
 AA6057.The geoid height was determined by GEOID03.
 AA6057
 AA6057;                    North         East     Units Scale Factor Converg.
 AA6057;SPC WA S     -   213,395.965   487,099.941   MT  0.99998262   -0 07 25.7
 AA6057;SPC WA S     -   700,116.60  1,598,093.72   sFT  0.99998262   -0 07 25.7
 AA6057;UTM  10      - 5,235,915.027   676,265.897   MT  0.99998185   +1 42 40.3
 AA6057
 AA6057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6057!SPC WA S     -   0.99987670  x   0.99998262  =   0.99985933
 AA6057!UTM  10      -   0.99987670  x   0.99998185  =   0.99985856
 AA6057
 AA6057                          SUPERSEDED SURVEY CONTROL
 AA6057
 AA6057  NAD 83(1991)-  47 15 10.90008(N)    120 40 13.51963(W) AD(       ) 1
 AA6057  ELLIP H (06/21/95)  786.83   (m)                       GP(       ) 4 2
 AA6057
 AA6057.Superseded values are not recommended for survey control.
 AA6057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6057.See file dsdata.txt to determine how the superseded data were derived.
 AA6057
 AA6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7626635915(NAD 83)
 AA6057_MARKER: DD = SURVEY DISK
 AA6057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6057_STAMPING: STN. 0189 1993
 AA6057_MARK LOGO: WA-039
 AA6057_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6057+STABILITY: SURFACE MOTION
 AA6057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6057+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6057
 AA6057  HISTORY     - Date     Condition        Report By
 AA6057  HISTORY     - 1993     MONUMENTED       MSI
 AA6057
 AA6057                          STATION DESCRIPTION
 AA6057
 AA6057'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 AA6057'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6057'APPROXIMATELY 14.0 MI (22.5 KM) NORTHEAST OF THE TOWN OF CLE ELUM, AND
 AA6057'0.25 MI (0.40 KM) SOUTHWEST OF THE VILLAGE OF LIBERTY. TO REACH THE
 AA6057'STATION FROM THE INTERSECTION OF U.S. 97 AND S.R. 970, PROCEED NORTH
 AA6057'ON U.S. 97 FOR 3.1 MI (5.0 KM) TO THE INTERSECTION WITH LIBERTY ROAD
 AA6057'ON THE RIGHT, PROCEED RIGHT AND CONTINUE ON LIBERTY ROAD FOR 1.5 MI
 AA6057'(2.4 KM) TO A 'Y' INTERSECTION. PROCEED LEFT AND CONTINUE ON ROAD 9712
 AA6057'FOR 100 FT (30.5 M) AND THE STATION ON THE LEFT. THE STATION IS A
 AA6057'COUNTY OF KITTITAS SURVEY DISK STAMPED "STN. 0189 1993", AND SET IN
 AA6057'THE TOP OF A CONCRETE MONUMENT WHICH HAS A 10 INCH DIAMETER AND
 AA6057'PROJECTS === INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED 13.0 FT
 AA6057'(4.0 M) NORTH-NORTHEAST OF A DIRECTION AND MILEAGE SIGN, 18.6 FT (5.7
 AA6057'M) WEST OF THE CENTERLINE OF ROAD 9712, 88.0 FT (26.8 M)
 AA6057'NORTH-NORTHEAST OF TELEPHONE BOX NUMBER LIB, AND 2.0 FT (0.6 M) SOUTH
 AA6057'OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0562 ***********************************************************************
 SD0562  DESIGNATION -  030
 SD0562  PID         -  SD0562
 SD0562  STATE/COUNTY-  WA/PACIFIC
 SD0562  USGS QUAD   -  OCEAN PARK (1984)
 SD0562
 SD0562                         *CURRENT SURVEY CONTROL
 SD0562  ___________________________________________________________________
 SD0562* NAD 83(1991)-  46 29 15.95280(N)    124 03 23.94454(W)     ADJUSTED  
 SD0562* NAVD 88     -         9.     (meters)      30.     (feet)  VERTCON   
 SD0562  ___________________________________________________________________
 SD0562  LAPLACE CORR-          16.19  (seconds)                    DEFLEC99
 SD0562  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SD0562
 SD0562  HORZ ORDER  -  SECOND
 SD0562
 SD0562.The horizontal coordinates were established by classical geodetic methods
 SD0562.and adjusted by the National Geodetic Survey in December 1991..
 SD0562
 SD0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0562
 SD0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0562
 SD0562.The geoid height was determined by GEOID03.
 SD0562
 SD0562;                    North         East     Units Scale Factor Converg.
 SD0562;SPC WA S     -   134,469.724   227,036.441   MT  0.99991603   -2 35 00.7
 SD0562;SPC WA S     -   441,172.75    744,868.72   sFT  0.99991603   -2 35 00.7
 SD0562;UTM  10      - 5,148,786.166   418,903.200   MT  0.99968084   -0 45 58.9
 SD0562
 SD0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0562!SPC WA S     -   1.00000239  x   0.99991603  =   0.99991842
 SD0562!UTM  10      -   1.00000239  x   0.99968084  =   0.99968323
 SD0562
 SD0562:                Primary Azimuth Mark                     Grid Az
 SD0562:SPC WA S     -  031                                      003 21 44.5
 SD0562:UTM  10      -  031                                      001 32 42.7
 SD0562
 SD0562|---------------------------------------------------------------------|
 SD0562| PID    Reference Object                     Distance      Geod. Az  |
 SD0562|                                                           dddmmss.s |
 SD0562| SD0561 031                                 APPROX. 0.6 KM 0004643.8 |
 SD0562| DD9295 030 RM 2                             13.954 METERS 07956     |
 SD0562| SD0564 PARK 2 1926 1978                    205.787 METERS 11244     |
 SD0562| DD9294 030 RM 1                              6.721 METERS 35850     |
 SD0562|---------------------------------------------------------------------|
 SD0562
 SD0562                          SUPERSEDED SURVEY CONTROL
 SD0562
 SD0562  NAD 83(1991)-  46 29 15.95205(N)    124 03 23.94406(W) AD(       ) 2
 SD0562  NAD 83(1986)-  46 29 15.95247(N)    124 03 23.92423(W) AD(       ) 2
 SD0562  NAD 27      -  46 29 16.60009(N)    124 03 19.33687(W) AD(       ) 2
 SD0562  NGVD 29 (07/19/86)    8.     (m)           26.     (f) VERT ANG       
 SD0562
 SD0562.Superseded values are not recommended for survey control.
 SD0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0562.See file dsdata.txt to determine how the superseded data were derived.
 SD0562
 SD0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1890348786(NAD 83)
 SD0562_MARKER: DD = SURVEY DISK
 SD0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0562_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SD0562
 SD0562  HISTORY     - Date     Condition        Report By
 SD0562  HISTORY     - 1978     MONUMENTED       WA-049
 SD0562
 SD0562                          STATION DESCRIPTION
 SD0562
 SD0562'DESCRIBED BY PACIFIC COUNTY WASHINGTON 1978 (CLN)
 SD0562'STATION IS A TRAVERSE STATION LOCATED .37 MILE SOUTH-WEST FROM THE
 SD0562'U.S. POST OFFICE AT OCEAN PARK, ON THE WESTERLY MOST SAND DUNE.
 SD0562'
 SD0562'TO REACH THE STATION FROM THE POST OFFICE IN OCEAN PARK GO WEST
 SD0562'ALONG BAY AVENUE .35 MILE TO THE DRIVEABLE WET SAND AREA, TURN LEFT
 SD0562'AND GO SOUTH .10 MILE, TURN LEFT AND GO EAST 300 FT. TO THE
 SD0562'FIRST SAND DUNE.  THE STATION IS LOCATED 97.47 FT EAST OF A 2 INCH
 SD0562'DIAMETER PIPE PROJECTING 6 FT ABOVE GROUND WHICH MARKS THE
 SD0562'WESTERLY MOST GRASS LINE.
 SD0562'
 SD0562'THE STATION MARK IS A PACIFIC COUNTY BRASS DISK STAMPED STA 030 SET
 SD0562'IN A 8-INCH DIAMETER CONCRETE CYLINDER SET FLUSH TO THE SURFACE.
 SD0562'
 SD0562'THE SUBSURFACE MARK IS A 5/8 INCH DIAMETER STEEL ROD WITH A CONE
 SD0562'SHAPED PLASTIC CAP STAMPED PACIFIC COUNTY D.P.W AND A CENTER DRILLED
 SD0562'HOLE, SET ON AN IRREGULAR MASS OF CONCRETE 3.5 FT BELOW THE
 SD0562'SURFACE.
 SD0562'
 SD0562'REFERENCE MARK NO. 1 IS A PACIFIC COUNTY BRASS DISK STAMPED STA
 SD0562'030 RM. 1 SET IN 8-INCH DIAMETER CONCRETE CYLINDER.
 SD0562'
 SD0562'REFERENCE MARK NO. 2 IS A PACIFIC COUNTY BRASS DISK STAMPED STA
 SD0562'030 RM. 2 SET IN 8-INCH DIAMETER CONCRETE CYLINDER.
 SD0562'
 SD0562'NEAREST TOWN--OCEAN PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0561 ***********************************************************************
 SD0561  DESIGNATION -  031
 SD0561  PID         -  SD0561
 SD0561  STATE/COUNTY-  WA/PACIFIC
 SD0561  USGS QUAD   -  OCEAN PARK (1984)
 SD0561
 SD0561                         *CURRENT SURVEY CONTROL
 SD0561  ___________________________________________________________________
 SD0561* NAD 83(1991)-  46 29 36.93360(N)    124 03 23.53156(W)     ADJUSTED  
 SD0561* NAVD 88     -        11.7    (meters)      38.     (feet)  VERTCON   
 SD0561  ___________________________________________________________________
 SD0561  LAPLACE CORR-          16.17  (seconds)                    DEFLEC99
 SD0561  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SD0561
 SD0561  HORZ ORDER  -  SECOND
 SD0561
 SD0561.The horizontal coordinates were established by classical geodetic methods
 SD0561.and adjusted by the National Geodetic Survey in December 1991..
 SD0561
 SD0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0561
 SD0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0561
 SD0561.The geoid height was determined by GEOID03.
 SD0561
 SD0561;                    North         East     Units Scale Factor Converg.
 SD0561;SPC WA S     -   135,116.460   227,074.438   MT  0.99991587   -2 35 00.4
 SD0561;SPC WA S     -   443,294.59    744,993.39   sFT  0.99991587   -2 35 00.4
 SD0561;UTM  10      - 5,149,433.629   418,920.666   MT  0.99968080   -0 45 58.8
 SD0561
 SD0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0561!SPC WA S     -   1.00000197  x   0.99991587  =   0.99991784
 SD0561!UTM  10      -   1.00000197  x   0.99968080  =   0.99968277
 SD0561
 SD0561|---------------------------------------------------------------------|
 SD0561| PID    Reference Object                     Distance      Geod. Az  |
 SD0561|                                                           dddmmss.s |
 SD0561| DD9297 031 RM 2                             16.535 METERS 11413     |
 SD0561| SD0558 A PACIFIC CO 1977                   341.737 METERS 13518     |
 SD0561| DD9296 031 RM 1                             26.418 METERS 35644     |
 SD0561|---------------------------------------------------------------------|
 SD0561
 SD0561                          SUPERSEDED SURVEY CONTROL
 SD0561
 SD0561  NAD 83(1991)-  46 29 36.93285(N)    124 03 23.53109(W) AD(       ) 2
 SD0561  NAD 83(1986)-  46 29 36.93322(N)    124 03 23.51136(W) AD(       ) 2
 SD0561  NAD 27      -  46 29 37.58081(N)    124 03 18.92323(W) AD(       ) 2
 SD0561  NGVD 29 (07/19/86)   10.7    (m)           35.     (f) VERT ANG       
 SD0561
 SD0561.Superseded values are not recommended for survey control.
 SD0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0561.See file dsdata.txt to determine how the superseded data were derived.
 SD0561
 SD0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1892149434(NAD 83)
 SD0561_MARKER: DD = SURVEY DISK
 SD0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0561_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SD0561
 SD0561  HISTORY     - Date     Condition        Report By
 SD0561  HISTORY     - 1978     MONUMENTED       WA-049
 SD0561
 SD0561                          STATION DESCRIPTION
 SD0561
 SD0561'DESCRIBED BY PACIFIC COUNTY WASHINGTON 1978 (CLN)
 SD0561'STATION IS A TRAVERSE STATION LOCATED .32 MILE WEST OF THE U.S. POST
 SD0561'OFFICE AT OCEAN PARK ON THE WESTERLY MOST SAND DUME.
 SD0561'
 SD0561'TO REACH THE STATION FROM THE POST OFFICE AT OCEAN PARK GO WEST ALONG
 SD0561'BAY AVENUE .35 MILE TO THE BEACH AT THE WET SAND LINE, THEN TURN
 SD0561'RIGHT AND GO .13 MILE NORTH, THEN TURN RIGHT AND GO EAST 300 FT. TO
 SD0561'THE FIRST SAND DUNE.  THE STATION IS ON TOP OF THE DUNE WHICH IS
 SD0561'ABOUT 15 FT. HIGHER THAN THE TIDAL SAND AREA.  A 2-INCH PIPE
 SD0561'PROJECTING 6 FT.  IS LOCATED NORTHWEST 251.63 FT. OF THE STATION.
 SD0561'PIPES NO. 2 AND NO. 3 ARE 2-INCH PIPE PROJECTING 6 FT. WHICH
 SD0561'MARK THE WESTERLY GRASS LINE.
 SD0561'
 SD0561'THE STATION MARK IS A PACIFIC COUNTY BRASS DISK STAMPED STA. 031 SET
 SD0561'IN AN 8-INCH DIAMETER CONCRETE CYLINDER FLUSH TO THE SURFACE.
 SD0561'
 SD0561'THE SUBSURFACE MARK IS A 5/8-INCH STEEL ROD WITH A CONE SHAPED
 SD0561'PLASTIC CAP STAMPED PACIFIC COUNTY D.P.W. AND A DRILL HOLE IN THE
 SD0561'CENTER, SET IN AN IRREGULAR MASS OF CONCRETE 3.5 FT. BELOW THE
 SD0561'SURFACE.
 SD0561'
 SD0561'REFERENCE MARK NO. 1 IS A PACIFIC COUNTY BRASS DISK STAMPED 031 RM.1
 SD0561'SET IN AN 8-INCH DIAMETER CONCRETE CYLINDER.
 SD0561'
 SD0561'REFERENCE MARK NO. 2 IS A PACIFIC COUNTY BRASS DISK STAMPED 031 RM. 2
 SD0561'SET IN AN 8-INCH DIAMETER CONCRETE CYLINDER.
 SD0561'
 SD0561'NEAREST TOWN--OCEAN PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0533 ***********************************************************************
 SD0533  HT_MOD      -  This is a Height Modernization Survey Station.
 SD0533  DESIGNATION -  051
 SD0533  PID         -  SD0533
 SD0533  STATE/COUNTY-  WA/PACIFIC
 SD0533  USGS QUAD   -  OYSTERVILLE (1994)
 SD0533
 SD0533                         *CURRENT SURVEY CONTROL
 SD0533  ___________________________________________________________________
 SD0533* NAD 83(1998)-  46 36 53.76281(N)    124 04 01.06458(W)     ADJUSTED  
 SD0533* NAVD 88     -         8.69   (meters)      28.5    (feet)  GPS OBS   
 SD0533  ___________________________________________________________________
 SD0533  X           -  -2,458,484.326 (meters)                     COMP
 SD0533  Y           -  -3,635,680.128 (meters)                     COMP
 SD0533  Z           -   4,612,454.354 (meters)                     COMP
 SD0533  LAPLACE CORR-          15.08  (seconds)                    DEFLEC99
 SD0533  ELLIP HEIGHT-         -15.67  (meters)          (07/03/01) GPS OBS
 SD0533  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 SD0533
 SD0533  HORZ ORDER  -  FIRST
 SD0533  ELLP ORDER  -  FIFTH     CLASS I
 SD0533
 SD0533.The horizontal coordinates were established by GPS observations
 SD0533.and adjusted by the National Geodetic Survey in July 2001..
 SD0533.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SD0533.DATUM ITEM on the data sheet items page.
 SD0533
 SD0533.The orthometric height was determined by GPS observations and a
 SD0533.high-resolution geoid model using precise GPS observation and
 SD0533.processing techniques.
 SD0533
 SD0533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SD0533
 SD0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0533
 SD0533.The ellipsoidal height was determined by GPS observations
 SD0533.and is referenced to NAD 83.
 SD0533
 SD0533.The geoid height was determined by GEOID03.
 SD0533
 SD0533;                    North         East     Units Scale Factor Converg.
 SD0533;SPC WA S     -   148,626.227   226,884.632   MT  0.99991473   -2 35 27.7
 SD0533;SPC WA S     -   487,617.88    744,370.66   sFT  0.99991473   -2 35 27.7
 SD0533;UTM  10      - 5,162,927.440   418,302.898   MT  0.99968204   -0 46 31.7
 SD0533
 SD0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0533!SPC WA S     -   1.00000246  x   0.99991473  =   0.99991719
 SD0533!UTM  10      -   1.00000246  x   0.99968204  =   0.99968450
 SD0533
 SD0533:                Primary Azimuth Mark                     Grid Az
 SD0533:SPC WA S     -  LEAD 5                                   026 21 03.8
 SD0533:UTM  10      -  LEAD 5                                   024 32 07.8
 SD0533
 SD0533|---------------------------------------------------------------------|
 SD0533| PID    Reference Object                     Distance      Geod. Az  |
 SD0533|                                                           dddmmss.s |
 SD0533| SD0508 LEAD 5                              APPROX. 2.5 KM 0234536.1 |
 SD0533| AH6927 051 RM 2                             11.695 METERS 09546     |
 SD0533| AH6926 051 RM 1                             14.173 METERS 34945     |
 SD0533|---------------------------------------------------------------------|
 SD0533
 SD0533                          SUPERSEDED SURVEY CONTROL
 SD0533
 SD0533  NAD 83(1991)-  46 36 53.76045(N)    124 04 01.06667(W) AD(       ) 1
 SD0533  ELLIP H (01/20/99)  -15.64   (m)                       GP(       ) 3 2
 SD0533  NAD 83(1991)-  46 36 53.75132(N)    124 04 01.06530(W) AD(       ) 2
 SD0533  NAD 83(1991)-  46 36 53.74993(N)    124 04 01.06426(W) AD(       ) 2
 SD0533  NAD 83(1986)-  46 36 53.74897(N)    124 04 01.04902(W) AD(       ) 2
 SD0533  NAD 27      -  46 36 54.39838(N)    124 03 56.44795(W) AD(       ) 2
 SD0533  NGVD 29 (07/19/86)    7.9    (m)           26.     (f) VERT ANG       
 SD0533
 SD0533.Superseded values are not recommended for survey control.
 SD0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0533.See file dsdata.txt to determine how the superseded data were derived.
 SD0533
 SD0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1830362927(NAD 83)
 SD0533_MARKER: DD = SURVEY DISK
 SD0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0533_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SD0533_STAMPING: STA 051
 SD0533_MARK LOGO: WA-049
 SD0533_PROJECTION: FLUSH
 SD0533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SD0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0533+STABILITY: SURFACE MOTION
 SD0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0533+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1982
 SD0533
 SD0533  HISTORY     - Date     Condition        Report By
 SD0533  HISTORY     - 1976     MONUMENTED       WA-049
 SD0533  HISTORY     - 19820203 GOOD             NGS
 SD0533  HISTORY     - 19971015 GOOD             WADECO
 SD0533  HISTORY     - 19990419 GOOD             WADECO
 SD0533
 SD0533                          STATION DESCRIPTION
 SD0533
 SD0533'DESCRIBED BY PACIFIC COUNTY WASHINGTON 1976 (CLN)
 SD0533'THIS STATION IS A PACIFIC COUNTY CONTROL STATION, WHICH IS LOCATED
 SD0533'IN THE AREA OF LEADBETTER POINT ON THE OCEAN SIDE ABOUT 5-1/2 MILES
 SD0533'N.W. OF THE U.S. POST OFFICE AT OYSTERVILLE.
 SD0533'
 SD0533'TO REACH THE STATION FROM THE OYSTERVILLE BEACH APPROACH ROAD GO
 SD0533'NORTH ALONG THE BEACH 4.88 MILES (4 WHEEL DRIVE NEEDED) THEN TURN
 SD0533'EAST AND GO .07 MILE TO THE FIRST GRASS COVERED SAND DUNE.  THE
 SD0533'STATION IS LOCATED ON THE HIGHEST POINT OF THE DUNE.
 SD0533'
 SD0533'THE STATION IS A PACIFIC COUNTY BRASS DISK STAMPED STATION 051 SET
 SD0533'IN A 8-INCH DIAMETER CONCRETE CYLINDER FLUSH TO THE SURFACE.  A
 SD0533'2-INCH IRON PIPE PROJECTING 6 FOOT IS LOCATED 70.03 FEET N.W. OF THE
 SD0533'STATION AND MARKS THE GRASSLINE.
 SD0533'
 SD0533'THE SUBSURFACE MARK IS A 5/8-INCH STEEL ROAD WITH A PLASTIC CONE
 SD0533'SHAPED CAP STAMPED PACIFIC COUNTY D.P.W. AND A DRILLED CENTER HOLE
 SD0533'SET IN AN IRREGULAR MASS OF CONCRETE.
 SD0533'
 SD0533'REFERENCE MARK NO. 1 IS A PACIFIC COUNTY BRASS DISK STAMPED STATION
 SD0533'051 R.M. 1 SET IN A 8-INCH DIAMETER CONCRETE CYLINDER.
 SD0533'
 SD0533'REFERENCE MARK NO. 2 IS A PACIFIC COUNTY BRASS DISK STAMPED STATION
 SD0533'051 R.M. 2 SET IN A 8-INCH DIAMETER CONCRETE CYLINDER.
 SD0533'
 SD0533'NEAREST TOWN--OYSTERVILLE.
 SD0533'
 SD0533'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SD0533
 SD0533                          STATION RECOVERY (1982)
 SD0533
 SD0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 SD0533'THE STATION IS LOCATED ABOUT 8.8 KM (5.45 MI) NORTHWEST OF OYSTERVILLE
 SD0533'ON THE OCEAN SIDE OF LEADBETTER POINT. TO REACH FROM THE OYSTERVILLE
 SD0533'BEACH APROACH ROAD. GO NORTH ALONG THE BEACH FOR 7.89 KM (4.90 MI) .
 SD0533'TURN RIGHT AND GO EAST FOR 0.16 KM (0.10 MI) TO THE FIRST GRASS
 SD0533'COVERED DUNE AND THE STATION. THE MARK IS SET IN THE TOP OF A ROUND
 SD0533'CONCRETE MONUMENT THAT IS 0.20 M (0.66 FT)  IN DIAMETER AND IS FLUSH
 SD0533'WITH THE GROUND SURFACE.  IT IS 21.3 M (69.9 FT) SOUTHEAST OF A 2-INCH
 SD0533'PIPE THAT MARKS THE GRASS LINE.
 SD0533
 SD0533                          STATION RECOVERY (1997)
 SD0533
 SD0533'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 SD0533'RECOVERED AS DESCRIBED.
 SD0533
 SD0533                          STATION RECOVERY (1999)
 SD0533
 SD0533'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1999 (RCD)
 SD0533'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0644 ***********************************************************************
 SD0644  DESIGNATION -  056
 SD0644  PID         -  SD0644
 SD0644  STATE/COUNTY-  WA/PACIFIC
 SD0644  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0644
 SD0644                         *CURRENT SURVEY CONTROL
 SD0644  ___________________________________________________________________
 SD0644* NAD 83(1991)-  46 16 34.07766(N)    124 04 52.61079(W)     ADJUSTED  
 SD0644* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SD0644  ___________________________________________________________________
 SD0644  LAPLACE CORR-          14.73  (seconds)                    DEFLEC99
 SD0644  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 SD0644
 SD0644  HORZ ORDER  -  SECOND
 SD0644
 SD0644.The horizontal coordinates were established by classical geodetic methods
 SD0644.and adjusted by the National Geodetic Survey in December 1991..
 SD0644
 SD0644.The orthometric height was scaled from a topographic map.
 SD0644
 SD0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0644
 SD0644.The geoid height was determined by GEOID03.
 SD0644
 SD0644;                    North         East     Units Scale Factor Converg.
 SD0644;SPC WA S     -   111,056.591   224,079.831   MT  0.99992906   -2 36 05.1
 SD0644;SPC WA S     -   364,358.17    735,168.58   sFT  0.99992906   -2 36 05.1
 SD0644;SPC OR N     -   296,106.677 2,224,033.191   MT  1.00008199   -2 32 23.3
 SD0644;SPC OR N     -   971,478.60  7,296,696.82   iFT  1.00008199   -2 32 23.3
 SD0644;UTM  10      - 5,125,296.598   416,691.612   MT  0.99968531   -0 46 53.3
 SD0644
 SD0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0644!SPC WA S     -   1.00000305  x   0.99992906  =   0.99993211
 SD0644!SPC OR N     -   1.00000305  x   1.00008199  =   1.00008504
 SD0644!UTM  10      -   1.00000305  x   0.99968531  =   0.99968836
 SD0644
 SD0644:                Primary Azimuth Mark                     Grid Az
 SD0644:SPC WA S     -  NORTH HEAD LH                            008 20 09.3
 SD0644:SPC OR N     -  NORTH HEAD LH                            008 16 27.5
 SD0644:UTM  10      -  NORTH HEAD LH                            006 30 57.5
 SD0644
 SD0644|---------------------------------------------------------------------|
 SD0644| PID    Reference Object                     Distance      Geod. Az  |
 SD0644|                                                           dddmmss.s |
 SD0644| SD0604 NORTH HEAD LH                       APPROX. 2.5 KM 0054404.2 |
 SD0644| SD0090 MCKENZIE HEAD                       APPROX. 1.5 KM 0545954.8 |
 SD0644| DD9298 056 RM 1                             15.831 METERS 09455     |
 SD0644| DD9299 056 RM 2                             18.212 METERS 18922     |
 SD0644|---------------------------------------------------------------------|
 SD0644
 SD0644                          SUPERSEDED SURVEY CONTROL
 SD0644
 SD0644  NAD 83(1991)-  46 16 34.07767(N)    124 04 52.61081(W) AD(       ) 2
 SD0644  NAD 83(1986)-  46 16 34.08263(N)    124 04 52.58250(W) AD(       ) 2
 SD0644  NAD 27      -  46 16 34.72564(N)    124 04 48.02661(W) AD(       ) 2
 SD0644
 SD0644.Superseded values are not recommended for survey control.
 SD0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0644.See file dsdata.txt to determine how the superseded data were derived.
 SD0644
 SD0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1669225297(NAD 83)
 SD0644_MARKER: DD = SURVEY DISK
 SD0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SD0644
 SD0644  HISTORY     - Date     Condition        Report By
 SD0644  HISTORY     - 1976     MONUMENTED       WA-049
 SD0644
 SD0644                          STATION DESCRIPTION
 SD0644
 SD0644'DESCRIBED BY PACIFIC COUNTY WASHINGTON 1976 (CLN)
 SD0644'THIS STATION IS LOCATED 3 MILES S.W. OF ILWACO ON THE OCEAN BEACH
 SD0644'BETWEEN THE NORTH JETTY AND NORTH HEAD LIGHTHOUSE.
 SD0644'
 SD0644'TO REACH THE STATION FROM THE INTERSECTION OF FIRST ST. AND SPRUCE
 SD0644'ST. IN THE TOWN OF ILWACO, GO .017 MILE TAKE RIGHT FORK, GO .76 MILE
 SD0644'CONTINUE STRAIGHT, GO 1.02 MILE CONTINUE STRAIGHT, GO .36 MILE TAKE
 SD0644'LEFT FORK, GO .07 MILE TO A FOUR-WAY ROAD INTERSECTION TURN RIGHT,
 SD0644'GO WEST .18 MILE CONTINUE STRAIGHT, GO 1.09 MILE CONTINUE STRAIGHT
 SD0644'GO .40 MILE TO THE PARKING LOT FOR THE NORTH JETTY.  THEN TURN
 SD0644'RIGHT ONTO THE BEACH GO .70 MILE (4 WHEEL-DRIVE NEEDE) HEADING NORTH
 SD0644'TO THE STATION LOCATED ON THE BROW OF A LOW SAND DUNE.
 SD0644'
 SD0644'THE STATION MARK IS A PACIFIC COUNTY BRASS DISK STAMPED STATION 056
 SD0644'SET IN A 8-INCH DIAMETER CONCRETE CYLINDER SET FLUSH TO THE
 SD0644'SURFACE.
 SD0644'
 SD0644'THE SUBSURFACE MARK IS A 5/8-INCH DIAMETER STEEL ROD WITH A PLASTIC
 SD0644'CONE STAMPED PACIFIC COUNTY D.P.W. AND A DRILL HOLE IN THE CENTER
 SD0644'SET IN AN IRREGULAR MASS OF CONCRETE 3.5 FEET BELOW THE SURFACE.
 SD0644'
 SD0644'REFERENCE MARK NO. 1 IS A PACIFIC COUNTY BRASS DISK STAMPED STATION
 SD0644'056 R.M. 1 SET IN A 8-INCH DIAMETER CONCRETE CYLINDER PROJECTING
 SD0644'6-INCHES ABOVE GROUND.
 SD0644'
 SD0644'REFERENCE MARK NO. 2 IS A PACIFIC COUNTY BRASS DISK STAMPED STATION
 SD0644'056 R.M. 2 SET IN A 8-INCH DIAMETER CONCRETE CYLINDER PROJECTING
 SD0644'6-INCHES ABOVE GROUND.
 SD0644'
 SD0644'NEAREST TOWN--ILWACO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AD9542 ***********************************************************************
 AD9542  SACS        -  This is a Secondary Airport Control Station.
 AD9542  DESIGNATION -  07S A
 AD9542  PID         -  AD9542
 AD9542  STATE/COUNTY-  WA/SPOKANE
 AD9542  USGS QUAD   -  DEER PARK (1973)
 AD9542
 AD9542                         *CURRENT SURVEY CONTROL
 AD9542  ___________________________________________________________________
 AD9542* NAD 83(1998)-  47 58 28.88046(N)    117 25 58.85580(W)     ADJUSTED  
 AD9542* NAVD 88     -       673.26   (meters)    2208.9    (feet)  GPS OBS   
 AD9542  ___________________________________________________________________
 AD9542  X           -  -1,971,036.948 (meters)                     COMP
 AD9542  Y           -  -3,797,158.830 (meters)                     COMP
 AD9542  Z           -   4,715,479.480 (meters)                     COMP
 AD9542  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 AD9542  ELLIP HEIGHT-         655.27  (meters)          (07/02/01) GPS OBS
 AD9542  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 AD9542
 AD9542  HORZ ORDER  -  FIRST
 AD9542  ELLP ORDER  -  THIRD     CLASS II
 AD9542
 AD9542.This mark is at Deer Park Airport (07S)
 AD9542
 AD9542.The horizontal coordinates were established by GPS observations
 AD9542.and adjusted by the National Geodetic Survey in July 2001..
 AD9542.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9542.DATUM ITEM on the data sheet items page.
 AD9542
 AD9542.The orthometric height was determined by GPS observations and a
 AD9542.high-resolution geoid model.
 AD9542
 AD9542.GPS derived orthometric heights for airport stations designated as
 AD9542.PACS or SACS are published to 2 decimal places.  This maintains
 AD9542.centimeter relative accuracy between the PACS and SACS.  It does
 AD9542.not indicate centimeter accuracy relative to other marks which are
 AD9542.part of the NAVD 88 network.
 AD9542
 AD9542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9542
 AD9542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9542
 AD9542.The ellipsoidal height was determined by GPS observations
 AD9542.and is referenced to NAD 83.
 AD9542
 AD9542.The geoid height was determined by GEOID03.
 AD9542
 AD9542;                    North         East     Units Scale Factor Converg.
 AD9542;SPC WA N     -   113,975.276   753,777.553   MT  0.99994537   +2 31 53.8
 AD9542;SPC WA N     -   373,933.88  2,473,018.52   sFT  0.99994537   +2 31 53.8
 AD9542;UTM  11      - 5,313,577.736   467,683.225   MT  0.99961283   -0 19 18.0
 AD9542
 AD9542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9542!SPC WA N     -   0.99989731  x   0.99994537  =   0.99984268
 AD9542!UTM  11      -   0.99989731  x   0.99961283  =   0.99951018
 AD9542
 AD9542                          SUPERSEDED SURVEY CONTROL
 AD9542
 AD9542  NAD 83(1998)-  47 58 28.88032(N)    117 25 58.85690(W) AD(       ) 1
 AD9542  ELLIP H (07/23/97)  655.29   (m)                       GP(       ) 3 1
 AD9542
 AD9542.Superseded values are not recommended for survey control.
 AD9542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9542.See file dsdata.txt to determine how the superseded data were derived.
 AD9542
 AD9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP6768313578(NAD 83)
 AD9542_MARKER: I = METAL ROD
 AD9542_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9542_STAMPING: 07S A
 AD9542_MARK LOGO: NGS   
 AD9542_PROJECTION: FLUSH
 AD9542_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9542+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1997
 AD9542_ROD/PIPE-DEPTH: 11.9 meters
 AD9542
 AD9542  HISTORY     - Date     Condition        Report By
 AD9542  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9542  HISTORY     - 19970819 GOOD             NGS
 AD9542
 AD9542                          STATION DESCRIPTION
 AD9542
 AD9542'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9542'THE STATION IS LOCATED 21 MILES (33.8 KM) NORTH OF SPOKANE, 6.5 MILES
 AD9542'(10.5 KM) SOUTHEAST OF CLAYTON, 2.0 MILES (3.2 KM) NORTHEAST OF DEER
 AD9542'PARK, AT THE DEER PARK AIRPORT, BOB DANO - MAYOR / AIRPORT MANAGER,
 AD9542'PHONE 509-276-8802  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AD9542'HIGHWAY 195 AND MAIN AVE IN DEER PARK, PROCEED NORTH ON MAIN AVE 0.8
 AD9542'MI (1.3 KM) TO CRAWFORD STREET, TURN RIGHT AND PROCEED EAST 1.35 MI
 AD9542'(2.17 KM) TO AIRPORT ROAD, TURN LEFT AND PROCEED NORTHEAST ON AIRPORT
 AD9542'ROAD 0.75 MI (1.21 KM) TO JUNCTION WITH CEDAR ROAD.  TURN LEFT AND
 AD9542'PROCEED NORTH ON CEDAR ROAD 0.3 MI (0.5 KM) TO AIRPORT ENTRANCE, TURN
 AD9542'RIGHT AND PROCEED EAST 0.15 MI (0.24 KM) THROUGH THE ENTRANCE GATE TO
 AD9542'JUNCTION WITH NORTH-SOUTH TAXIWAY, TURN LEFT AND PROCEED NORTH 0.55
 AD9542'MILES (0.89 KM) TO THE STATION ON THE RIGHT DIRECTLY OPPOSITE A
 AD9542'WINDSOCK  THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD
 AD9542'DRIVEN TO REFUSAL AT A DEPTH 11.9 M (39.0 FT) RECESSED 10 CM BELOW
 AD9542'GROUND LEVEL IN A 2.5 CM DIAM GREASE FILLED FINNED PLASTIC SLEEVE 90
 AD9542'CM LONG ENCASED IN A 12.7 CM DIA PVC PIPE WITH AN NGS LOGO CAP
 AD9542'SURROUNDED BY CONCRETE.  THE STATION IS LOCATED 43.75 M (143.54 FT)
 AD9542'EAST OF A WIND SOCK, 24.1 METERS (79.1 FT) EAST OF THE CENTERLINE OF
 AD9542'THE TAXIWAY, 17.4 M (57.1 FT) NORTH OF THE PROJECTED CENTERLINE OF THE
 AD9542'SOUTHERN HANGAR ACCESS ROAD, 34.2 M (112.2 FT) SOUTHEAST OF A SQUARE
 AD9542'GRATED DRAIN INLET  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AD9542'CONTROL STATION (SACS) - WASHINGTON ANA SURVEYS 1996
 AD9542
 AD9542                          STATION RECOVERY (1997)
 AD9542
 AD9542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AD9542'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES--- AIRPORT
 AD9542'MANAGER-MRS.  PENNY LUMIS.  ADDRESS--1200 NORTH CEDAR, DEER PARK,
 AD9542'WASHINGTON, 99006.  PHONE-- (509) 276-8663.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1190 ***********************************************************************
 SA1190  DESIGNATION -  1
 SA1190  PID         -  SA1190
 SA1190  STATE/COUNTY-  WA/BENTON
 SA1190  USGS QUAD   -  PROSSER (1965)
 SA1190
 SA1190                         *CURRENT SURVEY CONTROL
 SA1190  ___________________________________________________________________
 SA1190* NAD 83(1986)-  46 12 37.     (N)    119 45 52.     (W)     SCALED    
 SA1190* NAVD 88     -       203.929  (meters)     669.06   (feet)  ADJUSTED  
 SA1190  ___________________________________________________________________
 SA1190  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SA1190  DYNAMIC HT  -         203.935 (meters)     669.08  (feet)  COMP
 SA1190  MODELED GRAV-     980,638.7   (mgal)                       NAVD 88
 SA1190
 SA1190  VERT ORDER  -  FIRST     CLASS II
 SA1190
 SA1190.The horizontal coordinates were scaled from a topographic map and have
 SA1190.an estimated accuracy of +/- 6 seconds.
 SA1190
 SA1190.The orthometric height was determined by differential leveling
 SA1190.and adjusted by the National Geodetic Survey in June 1991..
 SA1190
 SA1190.The geoid height was determined by GEOID03.
 SA1190
 SA1190.The dynamic height is computed by dividing the NAVD 88
 SA1190.geopotential number by the normal gravity value computed on the
 SA1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1190.degrees latitude (g = 980.6199 gals.).
 SA1190
 SA1190.The modeled gravity was interpolated from observed gravity values.
 SA1190
 SA1190;                    North         East    Units  Estimated Accuracy
 SA1190;SPC WA S     -    97,740.      556,760.      MT  (+/- 180 meters Scaled)
 SA1190
 SA1190                          SUPERSEDED SURVEY CONTROL
 SA1190
 SA1190  NGVD 29 (??/??/92)  202.89   (m)          665.6    (f) COMPUTED    1 2
 SA1190
 SA1190.Superseded values are not recommended for survey control.
 SA1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1190.See file dsdata.txt to determine how the superseded data were derived.
 SA1190
 SA1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM867211(NAD 83)
 SA1190_MARKER: Z = SEE DESCRIPTION
 SA1190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA1190_SP_SET: ABUTMENT
 SA1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA1190
 SA1190  HISTORY     - Date     Condition        Report By
 SA1190  HISTORY     - UNK      MONUMENTED       RBNF
 SA1190  HISTORY     - 1962     GOOD             NGS
 SA1190
 SA1190                          STATION DESCRIPTION
 SA1190
 SA1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SA1190'0.4 MI NE FROM PROSSER.
 SA1190'0.4 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SA1190'AT PROSSER, BENTON COUNTY, AT BRIDGE NO. 40 OVER U.S. HIGHWAY 410, IN
 SA1190'THE TOP OF THE NORTHEAST ABUTMENT, 6.8 FEET NORTHWEST OF THE NORTHWEST
 SA1190'RAIL OF THE MAIN TRACK, AND 0.9 FOOT SOUTHEAST OF THE NORTHWEST END OF
 SA1190'THE ABUTMENT.  A COPPER PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0108 ***********************************************************************
 RD0108  DESIGNATION -  1
 RD0108  PID         -  RD0108
 RD0108  STATE/COUNTY-  WA/SKAMANIA
 RD0108  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0108
 RD0108                         *CURRENT SURVEY CONTROL
 RD0108  ___________________________________________________________________
 RD0108* NAD 83(1986)-  45 35 20.     (N)    122 08 48.     (W)     SCALED    
 RD0108* NAVD 88     -        14.342  (meters)      47.05   (feet)  POSTED    
 RD0108  ___________________________________________________________________
 RD0108  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 RD0108  DYNAMIC HT  -          14.340 (meters)      47.05  (feet)  COMP
 RD0108  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 RD0108
 RD0108  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0108
 RD0108.The horizontal coordinates were scaled from a topographic map and have
 RD0108.an estimated accuracy of +/- 6 seconds.
 RD0108
 RD0108.The orthometric height was determined by differential leveling
 RD0108.and adjusted by the National Geodetic Survey in 1992..
 RD0108.No vertical observational check was made to the station.
 RD0108.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0108.was located on a no-check spur therefore a value was not computed.
 RD0108
 RD0108.The geoid height was determined by GEOID03.
 RD0108
 RD0108.The dynamic height is computed by dividing the NAVD 88
 RD0108.geopotential number by the normal gravity value computed on the
 RD0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0108.degrees latitude (g = 980.6199 gals.).
 RD0108
 RD0108.The modeled gravity was interpolated from observed gravity values.
 RD0108
 RD0108;                    North         East    Units  Estimated Accuracy
 RD0108;SPC WA S     -    29,750.      371,500.      MT  (+/- 180 meters Scaled)
 RD0108
 RD0108                          SUPERSEDED SURVEY CONTROL
 RD0108
 RD0108  NGVD 29 (??/??/92)   13.317  (m)           43.69   (f) ADJ UNCH    1 2
 RD0108
 RD0108.Superseded values are not recommended for survey control.
 RD0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0108.See file dsdata.txt to determine how the superseded data were derived.
 RD0108
 RD0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER665487(NAD 83)
 RD0108_MARKER: DJ = TIDAL STATION DISK
 RD0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0108_SP_SET: STEP
 RD0108_STAMPING: 1 1940
 RD0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0108
 RD0108  HISTORY     - Date     Condition        Report By
 RD0108  HISTORY     - 1940     MONUMENTED       CGS
 RD0108  HISTORY     - 1941     GOOD             NGS
 RD0108  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0108
 RD0108                          STATION DESCRIPTION
 RD0108
 RD0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0108'IN PRINDLE.
 RD0108'IN THE CONCRETE STEPS LEADING TO THE E.C. SWIGERT PRIVATE WHARF, IN
 RD0108'THE WEST END OF THE BOTTOM STEP.
 RD0108
 RD0108                          STATION RECOVERY (1990)
 RD0108
 RD0108'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0608 ***********************************************************************
 RD0608  DESIGNATION -  1
 RD0608  PID         -  RD0608
 RD0608  STATE/COUNTY-  WA/CLARK
 RD0608  USGS QUAD   -  MOUNT TABOR (1990)
 RD0608
 RD0608                         *CURRENT SURVEY CONTROL
 RD0608  ___________________________________________________________________
 RD0608* NAD 83(1986)-  45 36 04.     (N)    122 33 30.     (W)     SCALED    
 RD0608* NAVD 88     -        12.333  (meters)      40.46   (feet)  POSTED    
 RD0608  ___________________________________________________________________
 RD0608  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD0608  DYNAMIC HT  -          12.330 (meters)      40.45  (feet)  COMP
 RD0608  MODELED GRAV-     980,621.1   (mgal)                       NAVD 88
 RD0608
 RD0608  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0608
 RD0608.The horizontal coordinates were scaled from a topographic map and have
 RD0608.an estimated accuracy of +/- 6 seconds.
 RD0608
 RD0608.The orthometric height was determined by differential leveling
 RD0608.and adjusted by the National Geodetic Survey in 1992..
 RD0608.No vertical observational check was made to the station.
 RD0608.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0608.was located on a no-check spur therefore a value was not computed.
 RD0608
 RD0608.The geoid height was determined by GEOID03.
 RD0608
 RD0608.The dynamic height is computed by dividing the NAVD 88
 RD0608.geopotential number by the normal gravity value computed on the
 RD0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0608.degrees latitude (g = 980.6199 gals.).
 RD0608
 RD0608.The modeled gravity was interpolated from observed gravity values.
 RD0608
 RD0608;                    North         East    Units  Estimated Accuracy
 RD0608;SPC WA S     -    31,860.      339,420.      MT  (+/- 180 meters Scaled)
 RD0608
 RD0608                          SUPERSEDED SURVEY CONTROL
 RD0608
 RD0608  NGVD 29 (??/??/92)   11.28   (m)           37.0    (f) COMPUTED    1 2
 RD0608
 RD0608.Superseded values are not recommended for survey control.
 RD0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0608.See file dsdata.txt to determine how the superseded data were derived.
 RD0608
 RD0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER344498(NAD 83)
 RD0608_MARKER: DB = BENCH MARK DISK
 RD0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0608_STAMPING: NO 1 1940
 RD0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0608+STABILITY: SURFACE MOTION
 RD0608
 RD0608  HISTORY     - Date     Condition        Report By
 RD0608  HISTORY     - 1940     MONUMENTED       CGS
 RD0608  HISTORY     - 1942     GOOD             NGS
 RD0608  HISTORY     - 1952     MARK NOT FOUND   NGS
 RD0608  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 RD0608
 RD0608                          STATION DESCRIPTION
 RD0608
 RD0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD0608'IN ELLSWORTH.
 RD0608'A STANDARD DISC, STAMPED NO 1 1940, SET IN THE TOP OF A CONCRETE
 RD0608'MONUMENT ABOUT 86 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 RD0608'ELLSWORTH CANNERY OFFICE.  35 FEET NORTHWEST OF TE NORTHWEST CORNER 4
 RD0608'IN. X 4 IN. X 2 FT. WHITE OF THE CANNERY WHARF. 2 FEET NORTH NORTHEAST
 RD0608'OF A PAINTED USBM MARKER POST. AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 RD0608'DOCK.  MARK IS LEVEL WITH THE GROUND SURFACE.
 RD0608
 RD0608                          STATION RECOVERY (1952)
 RD0608
 RD0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RD0608'MARK NOT FOUND.
 RD0608
 RD0608                          STATION RECOVERY (2004)
 RD0608
 RD0608'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0608'THE AREA IS NOW OCCUPIED BY A HOUSE AND BELOW GRADE DRIVEWAY BUILT
 RD0608'ABOUT 15 YEAR AGO. MONUMENT SHOULD BE COMSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1079 ***********************************************************************
 RC1079  DESIGNATION -  1
 RC1079  PID         -  RC1079
 RC1079  STATE/COUNTY-  WA/KLICKITAT
 RC1079  USGS QUAD   -  HUSUM (1994)
 RC1079
 RC1079                         *CURRENT SURVEY CONTROL
 RC1079  ___________________________________________________________________
 RC1079* NAD 83(1986)-  45 47 52.     (N)    121 29 06.     (W)     SCALED    
 RC1079* NAVD 88     -       123.648  (meters)     405.67   (feet)  ADJUSTED  
 RC1079  ___________________________________________________________________
 RC1079  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 RC1079  DYNAMIC HT  -         123.646 (meters)     405.66  (feet)  COMP
 RC1079  MODELED GRAV-     980,596.0   (mgal)                       NAVD 88
 RC1079
 RC1079  VERT ORDER  -  SECOND    CLASS 0
 RC1079
 RC1079.The horizontal coordinates were scaled from a topographic map and have
 RC1079.an estimated accuracy of +/- 6 seconds.
 RC1079
 RC1079.The orthometric height was determined by differential leveling
 RC1079.and adjusted by the National Geodetic Survey in June 1991..
 RC1079
 RC1079.The geoid height was determined by GEOID03.
 RC1079
 RC1079.The dynamic height is computed by dividing the NAVD 88
 RC1079.geopotential number by the normal gravity value computed on the
 RC1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1079.degrees latitude (g = 980.6199 gals.).
 RC1079
 RC1079.The modeled gravity was interpolated from observed gravity values.
 RC1079
 RC1079;                    North         East    Units  Estimated Accuracy
 RC1079;SPC WA S     -    52,100.      423,420.      MT  (+/- 180 meters Scaled)
 RC1079
 RC1079                          SUPERSEDED SURVEY CONTROL
 RC1079
 RC1079  NGVD 29 (??/??/92)  122.624  (m)          402.31   (f) ADJ UNCH    2 0
 RC1079
 RC1079.Superseded values are not recommended for survey control.
 RC1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1079.See file dsdata.txt to determine how the superseded data were derived.
 RC1079
 RC1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR177726(NAD 83)
 RC1079_MARKER: DD = SURVEY DISK
 RC1079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1079_SP_SET: BRIDGE
 RC1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1079
 RC1079  HISTORY     - Date     Condition        Report By
 RC1079  HISTORY     - UNK      MONUMENTED       BPR
 RC1079  HISTORY     - 1956     GOOD             NGS
 RC1079  HISTORY     - 1968     GOOD             BPR
 RC1079
 RC1079                          STATION DESCRIPTION
 RC1079
 RC1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1079'IN HUSUM.
 RC1079'AT HUSUM, IN R11E T4N S30, ALONG STATE HIGHWAY 8-D, AT A STEEL AND
 RC1079'CONCRETE BRIDGE OVER WHITE SALMON RIVER, IN THE TOP OF THE NORTHWEST
 RC1079'END OF THE NORTHEAST CONCRETE WING WALL, 20 1/2 FEET NORTHEAST OF THE
 RC1079'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 RC1079
 RC1079                          STATION RECOVERY (1968)
 RC1079
 RC1079'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1968
 RC1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0316 ***********************************************************************
 SC0316  DESIGNATION -  1
 SC0316  PID         -  SC0316
 SC0316  STATE/COUNTY-  WA/WAHKIAKUM
 SC0316  USGS QUAD   -  NASSA POINT (1985)
 SC0316
 SC0316                         *CURRENT SURVEY CONTROL
 SC0316  ___________________________________________________________________
 SC0316* NAD 83(1986)-  46 09 09.     (N)    123 17 40.     (W)     SCALED    
 SC0316* NAVD 88     -         3.556  (meters)      11.67   (feet)  ADJUSTED  
 SC0316  ___________________________________________________________________
 SC0316  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 SC0316  DYNAMIC HT  -           3.556 (meters)      11.67  (feet)  COMP
 SC0316  MODELED GRAV-     980,761.3   (mgal)                       NAVD 88
 SC0316
 SC0316  VERT ORDER  -  FIRST     CLASS II
 SC0316
 SC0316.The horizontal coordinates were scaled from a topographic map and have
 SC0316.an estimated accuracy of +/- 6 seconds.
 SC0316
 SC0316.The orthometric height was determined by differential leveling
 SC0316.and adjusted by the National Geodetic Survey in June 1991..
 SC0316
 SC0316.The geoid height was determined by GEOID03.
 SC0316
 SC0316.The dynamic height is computed by dividing the NAVD 88
 SC0316.geopotential number by the normal gravity value computed on the
 SC0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0316.degrees latitude (g = 980.6199 gals.).
 SC0316
 SC0316.The modeled gravity was interpolated from observed gravity values.
 SC0316
 SC0316;                    North         East    Units  Estimated Accuracy
 SC0316;SPC WA S     -    94,870.      284,190.      MT  (+/- 180 meters Scaled)
 SC0316
 SC0316                          SUPERSEDED SURVEY CONTROL
 SC0316
 SC0316  NGVD 29 (??/??/92)    2.619  (m)            8.59   (f) ADJ UNCH    1 2
 SC0316
 SC0316.Superseded values are not recommended for survey control.
 SC0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0316.See file dsdata.txt to determine how the superseded data were derived.
 SC0316
 SC0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS772110(NAD 83)
 SC0316_MARKER: DJ = TIDAL STATION DISK
 SC0316_SETTING: 80 = SET IN A BOULDER
 SC0316_SP_SET: BOULDER
 SC0316_STAMPING: 1 1937
 SC0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0316+STABILITY: SURFACE MOTION
 SC0316
 SC0316  HISTORY     - Date     Condition        Report By
 SC0316  HISTORY     - 1937     MONUMENTED       CGS
 SC0316  HISTORY     - 1942     GOOD             NGS
 SC0316  HISTORY     - 1945     GOOD             NGS
 SC0316
 SC0316                          STATION DESCRIPTION
 SC0316
 SC0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 SC0316'6.1 MI E FROM CATHLAMET.
 SC0316'ABOUT 1300 FEET WEST OF CAPE HORN, 135 FEET WEST OF AN ABANDONED SMALL
 SC0316'BOAT LANDING, IN TOP OF A 5 FOOT BOULDER.
 SC0316
 SC0316                          STATION RECOVERY (1945)
 SC0316
 SC0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 SC0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0309 ***********************************************************************
 RZ0309  DESIGNATION -  1
 RZ0309  PID         -  RZ0309
 RZ0309  STATE/COUNTY-  WA/ASOTIN
 RZ0309  USGS QUAD   -  CAPTAIN JOHN RAPIDS (1968)
 RZ0309
 RZ0309                         *CURRENT SURVEY CONTROL
 RZ0309  ___________________________________________________________________
 RZ0309* NAD 83(1986)-  46 10 20.     (N)    116 55 48.     (W)     SCALED    
 RZ0309* NAVD 88     -       252.350  (meters)     827.92   (feet)  ADJUSTED  
 RZ0309  ___________________________________________________________________
 RZ0309  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 RZ0309  DYNAMIC HT  -         252.328 (meters)     827.85  (feet)  COMP
 RZ0309  MODELED GRAV-     980,524.7   (mgal)                       NAVD 88
 RZ0309
 RZ0309  VERT ORDER  -  SECOND    CLASS 0
 RZ0309
 RZ0309.The horizontal coordinates were scaled from a topographic map and have
 RZ0309.an estimated accuracy of +/- 6 seconds.
 RZ0309
 RZ0309.The orthometric height was determined by differential leveling
 RZ0309.and adjusted by the National Geodetic Survey in June 1991..
 RZ0309
 RZ0309.The geoid height was determined by GEOID03.
 RZ0309
 RZ0309.The dynamic height is computed by dividing the NAVD 88
 RZ0309.geopotential number by the normal gravity value computed on the
 RZ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0309.degrees latitude (g = 980.6199 gals.).
 RZ0309
 RZ0309.The modeled gravity was interpolated from observed gravity values.
 RZ0309
 RZ0309;                    North         East    Units  Estimated Accuracy
 RZ0309;SPC WA S     -    99,480.      775,570.      MT  (+/- 180 meters Scaled)
 RZ0309
 RZ0309                          SUPERSEDED SURVEY CONTROL
 RZ0309
 RZ0309  NGVD 29 (??/??/92)  251.31   (m)          824.5    (f) COMPUTED    2 0
 RZ0309
 RZ0309.Superseded values are not recommended for survey control.
 RZ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0309.See file dsdata.txt to determine how the superseded data were derived.
 RZ0309
 RZ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM054131(NAD 83)
 RZ0309_MARKER: Q = CHISELED SQUARE
 RZ0309_SETTING: 80 = SET IN A BOULDER
 RZ0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0309+STABILITY: SURFACE MOTION
 RZ0309
 RZ0309  HISTORY     - Date     Condition        Report By
 RZ0309  HISTORY     - UNK      MONUMENTED       USGS
 RZ0309  HISTORY     - 1946     GOOD             NGS
 RZ0309
 RZ0309                          STATION DESCRIPTION
 RZ0309
 RZ0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0309'15.15 MI S FROM ASOTIN.
 RZ0309'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0309'SNAKE RIVER, 15.15 MILES SOUTH OF THE COURT HOUSE AT ASOTIN, ON THE
 RZ0309'WEST SLOPE OF THE EAST BANK OF A SMALL RAVINE, 83.0 FEET WEST OF A
 RZ0309'POINT WHERE THE OLD ROAD AND THE NEW ROAD COME TOGETHER, 44.5 FEET
 RZ0309'EAST OF A 6-INCH HACKBERRY TREE WHICH IS AT THE BOTTOM OF A SMALL
 RZ0309'RAVINE, 19.5 FEET NORTH OF CENTER OF THE ROAD, AN OUTLINED CHISELED
 RZ0309'SQUARE CUT ON THE TOP OF A TRIANGULAR SHAPED EMBEDDED BOULDER ABOUT
 RZ0309'THE SAME ELEVATION AS THE ROAD AND 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3581 ***********************************************************************
 RD3581  DESIGNATION -  1
 RD3581  PID         -  RD3581
 RD3581  STATE/COUNTY-  WA/CLARK
 RD3581  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3581
 RD3581                         *CURRENT SURVEY CONTROL
 RD3581  ___________________________________________________________________
 RD3581* NAD 83(1991)-  45 40 15.68126(N)    122 45 44.13774(W)     ADJUSTED  
 RD3581* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3581  ___________________________________________________________________
 RD3581  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 RD3581  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD3581
 RD3581  HORZ ORDER  -  THIRD
 RD3581
 RD3581.The horizontal coordinates were established by classical geodetic methods
 RD3581.and adjusted by the National Geodetic Survey in December 1991..
 RD3581
 RD3581.The orthometric height was scaled from a topographic map.
 RD3581
 RD3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3581
 RD3581.The geoid height was determined by GEOID03.
 RD3581
 RD3581;                    North         East     Units Scale Factor Converg.
 RD3581;SPC WA S     -    40,062.641   323,739.173   MT  1.00004074   -1 38 35.9
 RD3581;SPC WA S     -   131,438.85  1,062,134.27   sFT  1.00004074   -1 38 35.9
 RD3581;SPC OR N     -   225,198.521 2,323,757.032   MT  0.99993299   -1 36 15.7
 RD3581;SPC OR N     -   738,840.29  7,623,874.78   iFT  0.99993299   -1 36 15.7
 RD3581;UTM  10      - 5,057,524.382   518,517.512   MT  0.99960422   +0 10 12.2
 RD3581
 RD3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3581!SPC WA S     -   1.00000341  x   1.00004074  =   1.00004415
 RD3581!SPC OR N     -   1.00000341  x   0.99993299  =   0.99993640
 RD3581!UTM  10      -   1.00000341  x   0.99960422  =   0.99960763
 RD3581
 RD3581:                Primary Azimuth Mark                     Grid Az
 RD3581:SPC WA S     -  3                                        156 33 51.2
 RD3581:SPC OR N     -  3                                        156 31 31.0
 RD3581:UTM  10      -  3                                        154 45 03.1
 RD3581
 RD3581|---------------------------------------------------------------------|
 RD3581| PID    Reference Object                     Distance      Geod. Az  |
 RD3581|                                                           dddmmss.s |
 RD3581| RD3579 3                                   APPROX. 1.0 KM 1545515.3 |
 RD3581|---------------------------------------------------------------------|
 RD3581
 RD3581                          SUPERSEDED SURVEY CONTROL
 RD3581
 RD3581  NAD 83(1991)-  45 40 15.68126(N)    122 45 44.13774(W) AD(       ) 3
 RD3581  NAD 83(1986)-  45 40 15.70065(N)    122 45 44.13851(W) AD(       ) 3
 RD3581  NAD 27      -  45 40 16.27700(N)    122 45 39.77800(W) AD(       ) 3
 RD3581
 RD3581.Superseded values are not recommended for survey control.
 RD3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3581.See file dsdata.txt to determine how the superseded data were derived.
 RD3581
 RD3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1851857524(NAD 83)
 RD3581
 RD3581  HISTORY     - Date     Condition        Report By
 RD3581  HISTORY     - UNK      MONUMENTED       USE
 RD3581  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3581
 RD3581                          STATION DESCRIPTION
 RD3581
 RD3581'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3581'IT WAS PLOTTED ON A PLANIMETRIC MAP, THEN A SEARCH WAS MADE AND NO
 RD3581'NO SIGN OF THE STATION WAS FOUND.  LOCAL PEOPLE WERE ASKED ABOUT IT
 RD3581'AND NONE HAD SEEN IT.
 RD3581'
 RD3581'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3602 ***********************************************************************
 RD3602  DESIGNATION -  1 3
 RD3602  PID         -  RD3602
 RD3602  STATE/COUNTY-  WA/CLARK
 RD3602  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3602
 RD3602                         *CURRENT SURVEY CONTROL
 RD3602  ___________________________________________________________________
 RD3602* NAD 83(1991)-  45 40 23.68325(N)    122 45 48.40743(W)     ADJUSTED  
 RD3602* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD3602  ___________________________________________________________________
 RD3602  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 RD3602  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD3602
 RD3602  HORZ ORDER  -  THIRD
 RD3602
 RD3602.The horizontal coordinates were established by classical geodetic methods
 RD3602.and adjusted by the National Geodetic Survey in December 1991..
 RD3602
 RD3602.The orthometric height was scaled from a topographic map.
 RD3602
 RD3602.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3602
 RD3602.The geoid height was determined by GEOID03.
 RD3602
 RD3602;                    North         East     Units Scale Factor Converg.
 RD3602;SPC WA S     -    40,312.251   323,653.880   MT  1.00004013   -1 38 39.0
 RD3602;SPC WA S     -   132,257.78  1,061,854.44   sFT  1.00004013   -1 38 39.0
 RD3602;SPC OR N     -   225,448.045 2,323,671.578   MT  0.99993334   -1 36 18.7
 RD3602;SPC OR N     -   739,658.94  7,623,594.42   iFT  0.99993334   -1 36 18.7
 RD3602;UTM  10      - 5,057,771.060   518,424.404   MT  0.99960417   +0 10 09.2
 RD3602
 RD3602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3602!SPC WA S     -   1.00000215  x   1.00004013  =   1.00004228
 RD3602!SPC OR N     -   1.00000215  x   0.99993334  =   0.99993549
 RD3602!UTM  10      -   1.00000215  x   0.99960417  =   0.99960632
 RD3602
 RD3602|---------------------------------------------------------------------|
 RD3602| PID    Reference Object                     Distance      Geod. Az  |
 RD3602|                                                           dddmmss.s |
 RD3602| CE1338 1 3 RM 1                                           07708     |
 RD3602| RD3524 MOUNTAIN VIEW DAIRY WINDMILL        426.277 METERS 1474625.9 |
 RD3602| RD3434 YELLOW HOUSE NORTH CHIMNEY          481.796 METERS 1524526.2 |
 RD3602| RD3534 WILLAMETTE RIVER F RANGE LIGHT      APPROX. 2.4 KM 1804437.4 |
 RD3602| RD3479 DAY MARK                            APPROX. 3.1 KM 1861255.3 |
 RD3602| RD3499 FOUR 2                              APPROX. 1.8 KM 1895026.4 |
 RD3602| RD3493 MORGANS HIGH TK OF WINDMILL         APPROX. 1.2 KM 2921959.3 |
 RD3602| RD3488 MORGANS WHARF LIGHT                 APPROX. 1.2 KM 2925003.5 |
 RD3602|---------------------------------------------------------------------|
 RD3602
 RD3602                          SUPERSEDED SURVEY CONTROL
 RD3602
 RD3602  NAD 83(1991)-  45 40 23.68325(N)    122 45 48.40743(W) AD(       ) 3
 RD3602  NAD 83(1986)-  45 40 23.70253(N)    122 45 48.40823(W) AD(       ) 3
 RD3602  NAD 27      -  45 40 24.28100(N)    122 45 44.04800(W) AD(       ) 3
 RD3602
 RD3602.Superseded values are not recommended for survey control.
 RD3602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3602.See file dsdata.txt to determine how the superseded data were derived.
 RD3602
 RD3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1842457771(NAD 83)
 RD3602
 RD3602  HISTORY     - Date     Condition        Report By
 RD3602  HISTORY     - 1912     MONUMENTED       USE
 RD3602  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3602
 RD3602                          STATION DESCRIPTION
 RD3602
 RD3602'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3602'IT WAS PLOTTED ON A PLANIMETRIC MAP THEN A SEARCH WAS MADE, IT WAS
 RD3602'NOT FOUND.  INQUIRIES WERE MADE WITH THE LOCAL PEOPLE AND THEY
 RD3602'NEVER SEEN IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0725 ***********************************************************************
 TP0725  DESIGNATION -  1 AA RESET 1976
 TP0725  PID         -  TP0725
 TP0725  STATE/COUNTY-  WA/OKANOGAN
 TP0725  USGS QUAD   -  CONCONULLY EAST (1981)
 TP0725
 TP0725                         *CURRENT SURVEY CONTROL
 TP0725  ___________________________________________________________________
 TP0725* NAD 83(1986)-  48 33 44.     (N)    119 45 02.     (W)     SCALED    
 TP0725* NAVD 88     -       708.08   (meters)    2323.1    (feet)  RESET     
 TP0725  ___________________________________________________________________
 TP0725  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 TP0725
 TP0725  VERT ORDER  -  THIRD
 TP0725
 TP0725.The horizontal coordinates were scaled from a topographic map and have
 TP0725.an estimated accuracy of +/- 6 seconds.
 TP0725
 TP0725.The orthometric height was computed from unverified reset data.
 TP0725.No vertical observational check was made to the station.
 TP0725
 TP0725.The geoid height was determined by GEOID03.
 TP0725
 TP0725;                    North         East    Units  Estimated Accuracy
 TP0725;SPC WA N     -   174,260.      579,920.      MT  (+/- 180 meters Scaled)
 TP0725
 TP0725                          SUPERSEDED SURVEY CONTROL
 TP0725
 TP0725  NGVD 29 (12/17/02)  706.75   (m)         2318.7    (f) RESET       3  
 TP0725
 TP0725.Superseded values are not recommended for survey control.
 TP0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0725.See file dsdata.txt to determine how the superseded data were derived.
 TP0725
 TP0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP970824(NAD 83)
 TP0725_MARKER: DD = SURVEY DISK
 TP0725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0725_SP_SET: BRIDGE
 TP0725_STAMPING: 1 AA 1959 RESET 1976
 TP0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0725
 TP0725  HISTORY     - Date     Condition        Report By
 TP0725  HISTORY     - 1976     MONUMENTED       LOCSUR
 TP0725
 TP0725                          STATION DESCRIPTION
 TP0725
 TP0725'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 TP0725'0.7 MI N FROM CONCONULLY.
 TP0725'0.7 MILE NORTH ALONG ASPHALT ROAD, FROM GUARD STATION CONCONULLY, IN
 TP0725'TOP OF THE CENTER OF SOUTHEAST CONCRETE WING WALL OF A CONCRETE BRIDGE
 TP0725'OVER SALMON CREEK, 17 FEET EAST OF CENTERLINE OF ROAD AND ABOUT LEVEL
 TP0725'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0309 ***********************************************************************
 SY0309  DESIGNATION -  1 AS 2 C OF S
 SY0309  PID         -  SY0309
 SY0309  STATE/COUNTY-  WA/KING
 SY0309  USGS QUAD   -  
 SY0309
 SY0309                         *CURRENT SURVEY CONTROL
 SY0309  ___________________________________________________________________
 SY0309* NAD 83(1986)-  47 40 17.     (N)    122 24 03.     (W)     SCALED    
 SY0309* NAVD 88     -        34.674  (meters)     113.76   (feet)  ADJUSTED  
 SY0309  ___________________________________________________________________
 SY0309  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY0309  DYNAMIC HT  -          34.678 (meters)     113.77  (feet)  COMP
 SY0309  MODELED GRAV-     980,735.9   (mgal)                       NAVD 88
 SY0309
 SY0309  VERT ORDER  -  FIRST     CLASS II
 SY0309
 SY0309.The horizontal coordinates were scaled from a topographic map and have
 SY0309.an estimated accuracy of +/- 6 seconds.
 SY0309
 SY0309.The orthometric height was determined by differential leveling
 SY0309.and adjusted by the National Geodetic Survey in June 1991..
 SY0309
 SY0309.The geoid height was determined by GEOID03.
 SY0309
 SY0309.The dynamic height is computed by dividing the NAVD 88
 SY0309.geopotential number by the normal gravity value computed on the
 SY0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0309.degrees latitude (g = 980.6199 gals.).
 SY0309
 SY0309.The modeled gravity was interpolated from observed gravity values.
 SY0309
 SY0309;                    North         East    Units  Estimated Accuracy
 SY0309;SPC WA N     -    75,850.      382,300.      MT  (+/- 180 meters Scaled)
 SY0309
 SY0309                          SUPERSEDED SURVEY CONTROL
 SY0309
 SY0309  NGVD 29 (??/??/??)   33.594  (m)          110.22   (f) ADJUSTED    1 2
 SY0309
 SY0309.Superseded values are not recommended for survey control.
 SY0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0309.See file dsdata.txt to determine how the superseded data were derived.
 SY0309
 SY0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET449799(NAD 83)
 SY0309_MARKER: B = BOLT
 SY0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0309_SP_SET: FIRE HYDRANT
 SY0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0309+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 SY0309
 SY0309  HISTORY     - Date     Condition        Report By
 SY0309  HISTORY     - UNK      MONUMENTED       WA1960
 SY0309  HISTORY     - 1973     GOOD             NGS
 SY0309  HISTORY     - 1977     GOOD             USE
 SY0309  HISTORY     - 1977     GOOD             USE
 SY0309  HISTORY     - 20010421 GOOD             USPSQD
 SY0309  HISTORY     - 20060606 GOOD             USPSQD
 SY0309
 SY0309                          STATION DESCRIPTION
 SY0309
 SY0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0309'IN SEATTLE.
 SY0309'AT THE NORTHEAST CORNER OF THE INTERSECTION OF 34 AVENUE NW AND NW
 SY0309'59TH STREET, THE TOP OF THE CENTER BOLT IN THE TOP OF A FIRE HYDRANT,
 SY0309'32.7 FEET EAST OF THE CENTERLINE OF 34 AVENUE NW, 15 FEET NORTH OF THE
 SY0309'CENTERLINE OF NW 59TH STREET, 9 FEET SOUTH OF THE SOUTH EDGE OF THE
 SY0309'SIDEWALK, ABOUT 3 FEET HIGHER THAN THE GROUND.  1/4, SEC 10, T 25N, R
 SY0309'3E.
 SY0309
 SY0309                          STATION RECOVERY (1977)
 SY0309
 SY0309'RECOVERY NOTE BY US ENGINEERS 1977
 SY0309'RECOVERED IN GOOD CONDITION.
 SY0309
 SY0309                          STATION RECOVERY (1977)
 SY0309
 SY0309'RECOVERY NOTE BY US ENGINEERS 1977
 SY0309'RECOVERED IN GOOD CONDITION.
 SY0309
 SY0309                          STATION RECOVERY (2001)
 SY0309
 SY0309'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0309'RECOVERED IN GOOD CONDITION.
 SY0309
 SY0309                          STATION RECOVERY (2006)
 SY0309
 SY0309'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0310 ***********************************************************************
 SY0310  DESIGNATION -  1 AS 3 C OF S
 SY0310  PID         -  SY0310
 SY0310  STATE/COUNTY-  WA/KING
 SY0310  USGS QUAD   -  
 SY0310
 SY0310                         *CURRENT SURVEY CONTROL
 SY0310  ___________________________________________________________________
 SY0310* NAD 83(1986)-  47 40 25.     (N)    122 24 03.     (W)     SCALED    
 SY0310* NAVD 88     -        42.913  (meters)     140.79   (feet)  ADJUSTED  
 SY0310  ___________________________________________________________________
 SY0310  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY0310  DYNAMIC HT  -          42.918 (meters)     140.81  (feet)  COMP
 SY0310  MODELED GRAV-     980,735.9   (mgal)                       NAVD 88
 SY0310
 SY0310  VERT ORDER  -  FIRST     CLASS I
 SY0310
 SY0310.The horizontal coordinates were scaled from a topographic map and have
 SY0310.an estimated accuracy of +/- 6 seconds.
 SY0310
 SY0310.The orthometric height was determined by differential leveling
 SY0310.and adjusted by the National Geodetic Survey in June 1991..
 SY0310
 SY0310.The geoid height was determined by GEOID03.
 SY0310
 SY0310.The dynamic height is computed by dividing the NAVD 88
 SY0310.geopotential number by the normal gravity value computed on the
 SY0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0310.degrees latitude (g = 980.6199 gals.).
 SY0310
 SY0310.The modeled gravity was interpolated from observed gravity values.
 SY0310
 SY0310;                    North         East    Units  Estimated Accuracy
 SY0310;SPC WA N     -    76,090.      382,300.      MT  (+/- 180 meters Scaled)
 SY0310
 SY0310                          SUPERSEDED SURVEY CONTROL
 SY0310
 SY0310  NGVD 29 (??/??/??)   41.833  (m)          137.25   (f) ADJUSTED    1 1
 SY0310
 SY0310.Superseded values are not recommended for survey control.
 SY0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0310.See file dsdata.txt to determine how the superseded data were derived.
 SY0310
 SY0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET449801(NAD 83)
 SY0310_MARKER: Z = SEE DESCRIPTION
 SY0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0310+STABILITY: SURFACE MOTION
 SY0310
 SY0310  HISTORY     - Date     Condition        Report By
 SY0310  HISTORY     - UNK      MONUMENTED       WA1960
 SY0310  HISTORY     - 1973     GOOD             NGS
 SY0310  HISTORY     - 1988     GOOD             USPSQD
 SY0310  HISTORY     - 20010421 GOOD             USPSQD
 SY0310
 SY0310                          STATION DESCRIPTION
 SY0310
 SY0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0310'IN SEATTLE.
 SY0310'AT THE INTERSECTION OF THE CENTERLINE OF 34TH AVENUE NW AND NW 62ND
 SY0310'STREET, IN THE TOP OF A CONCRETE POST 0.8 FEET UNDERGROUND.  ACCESS TO
 SY0310'THE MARK IS THROUGH A MANHOLE COVER MARKED CM.  1/4, SEC 10, T25N, R
 SY0310'3E.
 SY0310
 SY0310                          STATION RECOVERY (1988)
 SY0310
 SY0310'RECOVERY NOTE BY US POWER SQUADRON 1988 (RTS)
 SY0310'RECOVERED IN GOOD CONDITION.
 SY0310
 SY0310                          STATION RECOVERY (2001)
 SY0310
 SY0310'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0311 ***********************************************************************
 SY0311  DESIGNATION -  1 AS 4 C OF S
 SY0311  PID         -  SY0311
 SY0311  STATE/COUNTY-  WA/KING
 SY0311  USGS QUAD   -  
 SY0311
 SY0311                         *CURRENT SURVEY CONTROL
 SY0311  ___________________________________________________________________
 SY0311* NAD 83(1986)-  47 40 45.     (N)    122 24 03.     (W)     SCALED    
 SY0311* NAVD 88     -        66.102  (meters)     216.87   (feet)  ADJUSTED  
 SY0311  ___________________________________________________________________
 SY0311  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY0311  DYNAMIC HT  -          66.110 (meters)     216.90  (feet)  COMP
 SY0311  MODELED GRAV-     980,735.7   (mgal)                       NAVD 88
 SY0311
 SY0311  VERT ORDER  -  FIRST     CLASS I
 SY0311
 SY0311.The horizontal coordinates were scaled from a topographic map and have
 SY0311.an estimated accuracy of +/- 6 seconds.
 SY0311
 SY0311.The orthometric height was determined by differential leveling
 SY0311.and adjusted by the National Geodetic Survey in June 1991..
 SY0311
 SY0311.The geoid height was determined by GEOID03.
 SY0311
 SY0311.The dynamic height is computed by dividing the NAVD 88
 SY0311.geopotential number by the normal gravity value computed on the
 SY0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0311.degrees latitude (g = 980.6199 gals.).
 SY0311
 SY0311.The modeled gravity was interpolated from observed gravity values.
 SY0311
 SY0311;                    North         East    Units  Estimated Accuracy
 SY0311;SPC WA N     -    76,710.      382,310.      MT  (+/- 180 meters Scaled)
 SY0311
 SY0311                          SUPERSEDED SURVEY CONTROL
 SY0311
 SY0311  NGVD 29 (??/??/??)   65.020  (m)          213.32   (f) ADJUSTED    1 1
 SY0311
 SY0311.Superseded values are not recommended for survey control.
 SY0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0311.See file dsdata.txt to determine how the superseded data were derived.
 SY0311
 SY0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET449808(NAD 83)
 SY0311_MARKER: B = BOLT
 SY0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0311_SP_SET: FIRE HYDRANT
 SY0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0311+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 SY0311
 SY0311  HISTORY     - Date     Condition        Report By
 SY0311  HISTORY     - UNK      MONUMENTED       WA1960
 SY0311  HISTORY     - 1973     GOOD             NGS
 SY0311  HISTORY     - 1988     GOOD             USPSQD
 SY0311  HISTORY     - 20010421 GOOD             USPSQD
 SY0311  HISTORY     - 20040916 GOOD             LOCSUR
 SY0311  HISTORY     - 20060606 GOOD             USPSQD
 SY0311
 SY0311                          STATION DESCRIPTION
 SY0311
 SY0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0311'IN SEATTLE.
 SY0311'AT THE NORTHEAST CORNER OF THE INTERSECTION OF NW 70TH STREET AND 34
 SY0311'AVENUE NW, TOP OF THE CENTER BOLT IN THE TOP OF A FIRE HYDRANT, 34.8
 SY0311'FEET EAST OF THE CENTERLINE OF THE AVENUE, 16.4 FEET NORTH OF THE
 SY0311'CENTERLINE OF THE STREET, 5.0 FEET SOUTHEAST OF A POWER POLE WITH
 SY0311'STREET LIGHTS, 3 FEET HIGHER THAN THE STREET.  1/4, SEC 3, T25N, R 3E.
 SY0311
 SY0311                          STATION RECOVERY (1988)
 SY0311
 SY0311'RECOVERY NOTE BY US POWER SQUADRON 1988 (RTS)
 SY0311'RECOVERED IN GOOD CONDITION.
 SY0311
 SY0311                          STATION RECOVERY (2001)
 SY0311
 SY0311'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0311'RECOVERED IN GOOD CONDITION.
 SY0311
 SY0311                          STATION RECOVERY (2004)
 SY0311
 SY0311'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RDH)
 SY0311'A FIRE HYDRANT, CURRENTLY PAINTED FOREST GREEN.  THIS STATION IS
 SY0311'SUITABLE FOR
 SY0311'GPS OBSERVATIONS.
 SY0311' 
 SY0311'WAAS CORRECTED NAD 83 GPS COORDINATES
 SY0311'47 40 46.3(N)  122 24 03.5(W)
 SY0311
 SY0311                          STATION RECOVERY (2006)
 SY0311
 SY0311'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0313 ***********************************************************************
 SY0313  DESIGNATION -  1 AS 5 C OF S
 SY0313  PID         -  SY0313
 SY0313  STATE/COUNTY-  WA/KING
 SY0313  USGS QUAD   -  
 SY0313
 SY0313                         *CURRENT SURVEY CONTROL
 SY0313  ___________________________________________________________________
 SY0313* NAD 83(1986)-  47 40 45.     (N)    122 23 22.     (W)     SCALED    
 SY0313* NAVD 88     -        60.987  (meters)     200.09   (feet)  ADJUSTED  
 SY0313  ___________________________________________________________________
 SY0313  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY0313  DYNAMIC HT  -          60.995 (meters)     200.11  (feet)  COMP
 SY0313  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 SY0313
 SY0313  VERT ORDER  -  FIRST     CLASS I
 SY0313
 SY0313.The horizontal coordinates were scaled from a topographic map and have
 SY0313.an estimated accuracy of +/- 6 seconds.
 SY0313
 SY0313.The orthometric height was determined by differential leveling
 SY0313.and adjusted by the National Geodetic Survey in June 1991..
 SY0313
 SY0313.The geoid height was determined by GEOID03.
 SY0313
 SY0313.The dynamic height is computed by dividing the NAVD 88
 SY0313.geopotential number by the normal gravity value computed on the
 SY0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0313.degrees latitude (g = 980.6199 gals.).
 SY0313
 SY0313.The modeled gravity was interpolated from observed gravity values.
 SY0313
 SY0313;                    North         East    Units  Estimated Accuracy
 SY0313;SPC WA N     -    76,690.      383,170.      MT  (+/- 180 meters Scaled)
 SY0313
 SY0313                          SUPERSEDED SURVEY CONTROL
 SY0313
 SY0313  NGVD 29 (??/??/??)   59.905  (m)          196.54   (f) ADJUSTED    1 1
 SY0313
 SY0313.Superseded values are not recommended for survey control.
 SY0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0313.See file dsdata.txt to determine how the superseded data were derived.
 SY0313
 SY0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET458808(NAD 83)
 SY0313_MARKER: Z = SEE DESCRIPTION
 SY0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0313+STABILITY: SURFACE MOTION
 SY0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0313+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 SY0313
 SY0313  HISTORY     - Date     Condition        Report By
 SY0313  HISTORY     - UNK      MONUMENTED       WA1960
 SY0313  HISTORY     - 1973     GOOD             NGS
 SY0313  HISTORY     - 20010421 GOOD             USPSQD
 SY0313  HISTORY     - 20060606 GOOD             USPSQD
 SY0313
 SY0313                          STATION DESCRIPTION
 SY0313
 SY0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0313'IN SEATTLE.
 SY0313'AT THE INTERSECTION OF THE CENTER LINES OF NW 70TH STREET AND 26
 SY0313'AVENUE NW, SET IN THE TOP OF A CONCRETE POST 0.7 FEET UNDERGROUND.
 SY0313'ACCESS TO THE MARK IS THROUGH A MANHOLE COVER MARKED CM.  1/4, SEC 2,
 SY0313'T 25N, R 3E.
 SY0313
 SY0313                          STATION RECOVERY (2001)
 SY0313
 SY0313'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0313'RECOVERED IN GOOD CONDITION.
 SY0313
 SY0313                          STATION RECOVERY (2006)
 SY0313
 SY0313'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0315 ***********************************************************************
 SY0315  DESIGNATION -  1 AS 6 C OF S
 SY0315  PID         -  SY0315
 SY0315  STATE/COUNTY-  WA/KING
 SY0315  USGS QUAD   -  
 SY0315
 SY0315                         *CURRENT SURVEY CONTROL
 SY0315  ___________________________________________________________________
 SY0315* NAD 83(1986)-  47 41 02.     (N)    122 23 10.     (W)     SCALED    
 SY0315* NAVD 88     -        81.225  (meters)     266.49   (feet)  ADJUSTED  
 SY0315  ___________________________________________________________________
 SY0315  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY0315  DYNAMIC HT  -          81.234 (meters)     266.52  (feet)  COMP
 SY0315  MODELED GRAV-     980,730.6   (mgal)                       NAVD 88
 SY0315
 SY0315  VERT ORDER  -  FIRST     CLASS I
 SY0315
 SY0315.The horizontal coordinates were scaled from a topographic map and have
 SY0315.an estimated accuracy of +/- 6 seconds.
 SY0315
 SY0315.The orthometric height was determined by differential leveling
 SY0315.and adjusted by the National Geodetic Survey in June 1991..
 SY0315
 SY0315.The geoid height was determined by GEOID03.
 SY0315
 SY0315.The dynamic height is computed by dividing the NAVD 88
 SY0315.geopotential number by the normal gravity value computed on the
 SY0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0315.degrees latitude (g = 980.6199 gals.).
 SY0315
 SY0315.The modeled gravity was interpolated from observed gravity values.
 SY0315
 SY0315;                    North         East    Units  Estimated Accuracy
 SY0315;SPC WA N     -    77,210.      383,430.      MT  (+/- 180 meters Scaled)
 SY0315
 SY0315                          SUPERSEDED SURVEY CONTROL
 SY0315
 SY0315  NGVD 29 (??/??/??)   80.141  (m)          262.93   (f) ADJUSTED    1 1
 SY0315
 SY0315.Superseded values are not recommended for survey control.
 SY0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0315.See file dsdata.txt to determine how the superseded data were derived.
 SY0315
 SY0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET460813(NAD 83)
 SY0315_MARKER: B = BOLT
 SY0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0315_SP_SET: FIRE HYDRANT
 SY0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0315+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 SY0315
 SY0315  HISTORY     - Date     Condition        Report By
 SY0315  HISTORY     - UNK      MONUMENTED       WA1960
 SY0315  HISTORY     - 1973     GOOD             NGS
 SY0315  HISTORY     - 20010421 GOOD             USPSQD
 SY0315  HISTORY     - 20060606 GOOD             USPSQD
 SY0315
 SY0315                          STATION DESCRIPTION
 SY0315
 SY0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0315'IN SEATTLE.
 SY0315'ALONG JONES AVENUE NW ABOUT MIDWAY BETWEEN NW 77TH STREET AND NW 75TH
 SY0315'STREET, TOP OF THE CENTER BOLT IN A FIRE HYDRANT, 15 1/2 FEET EAST OF
 SY0315'THE CENTERLINE OF THE AVENUE, 14.1 FEET NORTHWEST OF THE NORTHWEST
 SY0315'CORNER OF THE CONCRETE STEPS LEADING EAST TO 7526 JONES AVENUE NW, 2
 SY0315'1/2 FEET ABOVE THE AVENUE.  1/4, SEC 2, T 25N, R 3E.
 SY0315
 SY0315                          STATION RECOVERY (2001)
 SY0315
 SY0315'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0315'RECOVERED IN GOOD CONDITION.
 SY0315
 SY0315                          STATION RECOVERY (2006)
 SY0315
 SY0315'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0316 ***********************************************************************
 SY0316  DESIGNATION -  1 AS 7 C OF S
 SY0316  PID         -  SY0316
 SY0316  STATE/COUNTY-  WA/KING
 SY0316  USGS QUAD   -  
 SY0316
 SY0316                         *CURRENT SURVEY CONTROL
 SY0316  ___________________________________________________________________
 SY0316* NAD 83(1986)-  47 41 25.     (N)    122 23 11.     (W)     SCALED    
 SY0316* NAVD 88     -        89.948  (meters)     295.10   (feet)  ADJUSTED  
 SY0316  ___________________________________________________________________
 SY0316  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY0316  DYNAMIC HT  -          89.959 (meters)     295.14  (feet)  COMP
 SY0316  MODELED GRAV-     980,730.8   (mgal)                       NAVD 88
 SY0316
 SY0316  VERT ORDER  -  FIRST     CLASS I
 SY0316
 SY0316.The horizontal coordinates were scaled from a topographic map and have
 SY0316.an estimated accuracy of +/- 6 seconds.
 SY0316
 SY0316.The orthometric height was determined by differential leveling
 SY0316.and adjusted by the National Geodetic Survey in June 1991..
 SY0316
 SY0316.The geoid height was determined by GEOID03.
 SY0316
 SY0316.The dynamic height is computed by dividing the NAVD 88
 SY0316.geopotential number by the normal gravity value computed on the
 SY0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0316.degrees latitude (g = 980.6199 gals.).
 SY0316
 SY0316.The modeled gravity was interpolated from observed gravity values.
 SY0316
 SY0316;                    North         East    Units  Estimated Accuracy
 SY0316;SPC WA N     -    77,920.      383,420.      MT  (+/- 180 meters Scaled)
 SY0316
 SY0316                          SUPERSEDED SURVEY CONTROL
 SY0316
 SY0316  NGVD 29 (??/??/??)   88.862  (m)          291.54   (f) ADJUSTED    1 1
 SY0316
 SY0316.Superseded values are not recommended for survey control.
 SY0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0316.See file dsdata.txt to determine how the superseded data were derived.
 SY0316
 SY0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET460820(NAD 83)
 SY0316_MARKER: Z = SEE DESCRIPTION
 SY0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0316+STABILITY: SURFACE MOTION
 SY0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0316+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 SY0316
 SY0316  HISTORY     - Date     Condition        Report By
 SY0316  HISTORY     - UNK      MONUMENTED       WA1960
 SY0316  HISTORY     - 1973     GOOD             NGS
 SY0316  HISTORY     - 20010421 GOOD             USPSQD
 SY0316  HISTORY     - 20060606 GOOD             USPSQD
 SY0316
 SY0316                          STATION DESCRIPTION
 SY0316
 SY0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0316'IN SEATTLE.
 SY0316'AT THE INTERSECTION OF NW 85TH STREET AND JONES AVENUE NW, 0.05 MILE
 SY0316'WEST OF 23RD STREET NW AND THE ENTRANCE TO THE OLYMPIC MANOR, IN THE
 SY0316'CENTERLINE OF THE AVENUE, 4.9 FEET SOUTH OF THE CENTERLINE OF THE
 SY0316'STREET, SET IN THE TOP OF A CONCRETE POST 0.7 FOOT UNDERGROUND. ACCESS
 SY0316'TO THE MARK IS THROUGH A MANHOLE COVER MARKED CM.  1/4, SEC 2, T 25N,
 SY0316'R 3E.
 SY0316
 SY0316                          STATION RECOVERY (2001)
 SY0316
 SY0316'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0316'RECOVERED IN GOOD CONDITION.
 SY0316
 SY0316                          STATION RECOVERY (2006)
 SY0316
 SY0316'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1149 ***********************************************************************
 RZ1149  DESIGNATION -  1 LC
 RZ1149  PID         -  RZ1149
 RZ1149  STATE/COUNTY-  WA/GARFIELD
 RZ1149  USGS QUAD   -  POMEROY (1967)
 RZ1149
 RZ1149                         *CURRENT SURVEY CONTROL
 RZ1149  ___________________________________________________________________
 RZ1149* NAD 83(1986)-  46 29 09.     (N)    117 34 27.     (W)     SCALED    
 RZ1149* NAVD 88     -       712.420  (meters)    2337.33   (feet)  ADJUSTED  
 RZ1149  ___________________________________________________________________
 RZ1149  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 RZ1149  DYNAMIC HT  -         712.392 (meters)    2337.24  (feet)  COMP
 RZ1149  MODELED GRAV-     980,550.5   (mgal)                       NAVD 88
 RZ1149
 RZ1149  VERT ORDER  -  SECOND    CLASS 0
 RZ1149
 RZ1149.The horizontal coordinates were scaled from a topographic map and have
 RZ1149.an estimated accuracy of +/- 6 seconds.
 RZ1149
 RZ1149.The orthometric height was determined by differential leveling
 RZ1149.and adjusted by the National Geodetic Survey in June 1991..
 RZ1149.WARNING-Repeat measurements at this control monument indicate possible
 RZ1149.vertical movement.
 RZ1149
 RZ1149.The geoid height was determined by GEOID03.
 RZ1149
 RZ1149.The dynamic height is computed by dividing the NAVD 88
 RZ1149.geopotential number by the normal gravity value computed on the
 RZ1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1149.degrees latitude (g = 980.6199 gals.).
 RZ1149
 RZ1149.The modeled gravity was interpolated from observed gravity values.
 RZ1149
 RZ1149;                    North         East    Units  Estimated Accuracy
 RZ1149;SPC WA S     -   132,270.      724,580.      MT  (+/- 180 meters Scaled)
 RZ1149
 RZ1149                          SUPERSEDED SURVEY CONTROL
 RZ1149
 RZ1149  NGVD 29 (??/??/92)  711.440  (m)         2334.12   (f) ADJ UNCH    2 0
 RZ1149
 RZ1149.Superseded values are not recommended for survey control.
 RZ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1149.See file dsdata.txt to determine how the superseded data were derived.
 RZ1149
 RZ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM559481(NAD 83)
 RZ1149_MARKER: DD = SURVEY DISK
 RZ1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1149_SP_SET: CONCRETE POST
 RZ1149_STAMPING: 2334 1 LC 1948
 RZ1149_MARK LOGO: USGS  
 RZ1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1149+STABILITY: SURFACE MOTION
 RZ1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1149+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 RZ1149
 RZ1149  HISTORY     - Date     Condition        Report By
 RZ1149  HISTORY     - 1948     MONUMENTED       USGS
 RZ1149  HISTORY     - 1959     GOOD             NGS
 RZ1149  HISTORY     - 19890516 GOOD             NGS
 RZ1149
 RZ1149                          STATION DESCRIPTION
 RZ1149
 RZ1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ1149'2.8 MI E FROM POMEROY.
 RZ1149'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 410 FROM THE COURTHOUSE AT
 RZ1149'POMEROY, THENCE 1.1 MILES NORTH ALONG GOULD CITY-MAYVIEW ROAD, AT THE
 RZ1149'INTERSECTION OF POMEROY HILL ROAD, 43 FEET EAST OF THE CENTER LINE OF
 RZ1149'GOULD CITY-MAYVIEW ROAD, 27 FEET NORTH OF THE CENTER LINE OF POMEROY
 RZ1149'HILL ROAD, 4 1/2 FEET NORTHEAST OF A POWER POLE, 4 FEET NORTHEAST OF A
 RZ1149'FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 RZ1149'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 RZ1149'ABOVE THE GROUND.
 RZ1149
 RZ1149                          STATION RECOVERY (1989)
 RZ1149
 RZ1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RZ1149'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) NORTHEAST OF POMEROY, AT
 RZ1149'THE NORTHEAST ANGLE OF THE INTERSECTION OF THE GOULD CITY-MAYVIEW
 RZ1149'ROAD AND ON COUNTY ROAD RIGHT-OF-WAY.
 RZ1149'TO REACH FROM THE COURTHOUSE IN POMEROY, GO EAST ON US HIGHWAY 12 FOR
 RZ1149'2.74 KM (1.70 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON
 RZ1149'THE GOULD CITY-MAYVIEW ROAD FOR 1.77 KM (1.10 MI) TO THE INTERSECTION
 RZ1149'OF POMEROY HILL ROAD AND THE STATION ON THE RIGHT.
 RZ1149'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 RZ1149'15 CM (6 INCHES) ABOVE THE GROUND SURFACE.  IT IS 13.0 M (42.7 FT)
 RZ1149'EAST OF THE CENTER OF THE GOULD CITY-MAYVIEW ROAD, 8.2 M (26.9 FT)
 RZ1149'NORTH OF THE CENTER OF POMEROY HILL ROAD, 1.2 M (3.9 FT) NORTHEAST OF
 RZ1149'A POWER LINE POLE AND ABOUT 1 M (3.3 FT) HIGHER THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0051 ***********************************************************************
 TQ0051  DESIGNATION -  1 M
 TQ0051  PID         -  TQ0051
 TQ0051  STATE/COUNTY-  WA/OKANOGAN
 TQ0051  USGS QUAD   -  WINTHROP (1969)
 TQ0051
 TQ0051                         *CURRENT SURVEY CONTROL
 TQ0051  ___________________________________________________________________
 TQ0051* NAD 83(1986)-  48 26 32.     (N)    120 09 50.     (W)     SCALED    
 TQ0051* NAVD 88     -       525.146  (meters)    1722.92   (feet)  ADJUSTED  
 TQ0051  ___________________________________________________________________
 TQ0051  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 TQ0051  DYNAMIC HT  -         525.206 (meters)    1723.11  (feet)  COMP
 TQ0051  MODELED GRAV-     980,710.6   (mgal)                       NAVD 88
 TQ0051
 TQ0051  VERT ORDER  -  FIRST     CLASS II
 TQ0051
 TQ0051.The horizontal coordinates were scaled from a topographic map and have
 TQ0051.an estimated accuracy of +/- 6 seconds.
 TQ0051
 TQ0051.The orthometric height was determined by differential leveling
 TQ0051.and adjusted by the National Geodetic Survey in June 1991..
 TQ0051.WARNING-Repeat measurements at this control monument indicate possible
 TQ0051.vertical movement.
 TQ0051
 TQ0051.The geoid height was determined by GEOID03.
 TQ0051
 TQ0051.The dynamic height is computed by dividing the NAVD 88
 TQ0051.geopotential number by the normal gravity value computed on the
 TQ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0051.degrees latitude (g = 980.6199 gals.).
 TQ0051
 TQ0051.The modeled gravity was interpolated from observed gravity values.
 TQ0051
 TQ0051;                    North         East    Units  Estimated Accuracy
 TQ0051;SPC WA N     -   160,570.      549,530.      MT  (+/- 180 meters Scaled)
 TQ0051
 TQ0051                          SUPERSEDED SURVEY CONTROL
 TQ0051
 TQ0051.No superseded survey control is available for this station.
 TQ0051
 TQ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU097693(NAD 83)
 TQ0051_MARKER: DD = SURVEY DISK
 TQ0051_SETTING: 80 = SET IN A BOULDER
 TQ0051_SP_SET: BOULDER
 TQ0051_STAMPING: 1724 1 M 1934
 TQ0051_MARK LOGO: USGS  
 TQ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0051+STABILITY: SURFACE MOTION
 TQ0051
 TQ0051  HISTORY     - Date     Condition        Report By
 TQ0051  HISTORY     - 1934     MONUMENTED       USGS
 TQ0051  HISTORY     - 1958     GOOD             NGS
 TQ0051  HISTORY     - 1982     GOOD             NGS
 TQ0051
 TQ0051                          STATION DESCRIPTION
 TQ0051
 TQ0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0051'2.9 MI SE FROM WINTHROP.
 TQ0051'ABOUT 2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE WINTHROP
 TQ0051'RANGER STATION AT WINTHROP, 46 FEET EAST-NORTHEAST OF THE CENTER LINE
 TQ0051'OF THE HIGHWAY, 147 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM
 TQ0051'HOUSE, 137 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF A LONG STEEL GUARD
 TQ0051'RAIL, 135 FEET SOUTH OF A LONE 24-INCH PINE TREE, ABOUT 2 FEET HIGHER
 TQ0051'THAN THE HIGHWAY AND IN THE TOP OF A LONE 3-FOOT HIGH BOULDER.
 TQ0051
 TQ0051                          STATION RECOVERY (1982)
 TQ0051
 TQ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0051'RECOVERED IN GOOD CONDITION. NOTE--HIGHWAY 16 IS NOW HIGHWAY 20.
 TQ0051'ADD--0.44 KM (0.28 MI) NORTH OF MILEPOST 196.
 TQ0051'THE MARK IS 0.6 M ABOVE THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4204 ***********************************************************************
 RD4204  DESIGNATION -  1 N 3 E 11
 RD4204  PID         -  RD4204
 RD4204  STATE/COUNTY-  WA/CLARK
 RD4204  USGS QUAD   -  CAMAS (1993)
 RD4204
 RD4204                         *CURRENT SURVEY CONTROL
 RD4204  ___________________________________________________________________
 RD4204* NAD 83(1998)-  45 35 03.14057(N)    122 23 52.16028(W)     ADJUSTED  
 RD4204* NAVD 88     -        16.18   (+/-2cm)      53.1    (feet)  VERTCON   
 RD4204  ___________________________________________________________________
 RD4204  X           -  -2,395,775.324 (meters)                     COMP
 RD4204  Y           -  -3,775,455.015 (meters)                     COMP
 RD4204  Z           -   4,533,019.427 (meters)                     COMP
 RD4204  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 RD4204  ELLIP HEIGHT-          -6.38  (meters)          (06/26/02) GPS OBS
 RD4204  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 RD4204
 RD4204  HORZ ORDER  -  SECOND
 RD4204  VERT ORDER  -  THIRD ? (See Below)
 RD4204  ELLP ORDER  -  FOURTH    CLASS I
 RD4204
 RD4204.The horizontal coordinates were established by GPS observations
 RD4204.and adjusted by the National Geodetic Survey in June 2002..
 RD4204.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RD4204.DATUM ITEM on the data sheet items page.
 RD4204
 RD4204.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4204.The vertical order pertains to the NGVD 29 superseded value.
 RD4204
 RD4204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD4204
 RD4204.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4204
 RD4204.The ellipsoidal height was determined by GPS observations
 RD4204.and is referenced to NAD 83.
 RD4204
 RD4204.The geoid height was determined by GEOID03.
 RD4204
 RD4204;                    North         East     Units Scale Factor Converg.
 RD4204;SPC WA S     -    29,666.941   351,895.698   MT  1.00006576   -1 22 42.9
 RD4204;SPC WA S     -    97,332.29  1,154,511.14   sFT  1.00006576   -1 22 42.9
 RD4204;SPC OR N     -   214,821.724 2,351,916.490   MT  0.99992085   -1 20 45.3
 RD4204;SPC OR N     -   704,795.68  7,716,261.45   iFT  0.99992085   -1 20 45.3
 RD4204;UTM  10      - 5,048,027.913   546,976.022   MT  0.99962713   +0 25 48.5
 RD4204
 RD4204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4204!SPC WA S     -   1.00000100  x   1.00006576  =   1.00006676
 RD4204!SPC OR N     -   1.00000100  x   0.99992085  =   0.99992185
 RD4204!UTM  10      -   1.00000100  x   0.99962713  =   0.99962813
 RD4204
 RD4204                          SUPERSEDED SURVEY CONTROL
 RD4204
 RD4204  NAD 83(1991)-  45 35 03.13783(N)    122 23 52.16025(W) AD(       ) 2
 RD4204  ELLIP H (12/09/91)   -6.20   (m)                       GP(       ) 4 1
 RD4204  NAD 83(1991)-  45 35 03.13782(N)    122 23 52.16025(W) AD(       ) 2
 RD4204  ELLIP H (10/15/91)   -6.20   (m)                       GP(       ) 4 1
 RD4204  NAD 83(1986)-  45 35 03.15342(N)    122 23 52.16153(W) AD(       ) 2
 RD4204  NGVD 29 (08/07/90)   15.14   (m)           49.7    (f) LEVELING    3  
 RD4204
 RD4204.Superseded values are not recommended for survey control.
 RD4204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4204.See file dsdata.txt to determine how the superseded data were derived.
 RD4204
 RD4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4697648028(NAD 83)
 RD4204_MARKER: DD = SURVEY DISK
 RD4204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD4204_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RD4204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4204+STABILITY: SURFACE MOTION
 RD4204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4204+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RD4204
 RD4204  HISTORY     - Date     Condition        Report By
 RD4204  HISTORY     - 1987     MONUMENTED       USFS
 RD4204  HISTORY     - 20040705 MARK NOT FOUND   USPSQD
 RD4204
 RD4204                          STATION DESCRIPTION
 RD4204
 RD4204'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RD4204'THE STATION IS LOCATED IN CAMAS, WASHINGTON ABOUT 10 MILES NE OF
 RD4204'PORTLAND AND 10 MILES EAST OF VANCOUVER, WASHINGTON. IT IS NEAR THE
 RD4204'WEST END OF THE RAILROAD AND HIGHWAY BRIGDES OVER THE WASHOUGAL RIVER.
 RD4204'
 RD4204'TO REACH THE STATION FROM MILEPOST 14.5 OF THE WASHINGTON STATE
 RD4204'HIGHWAY 14 IN CAMAS TRAVEL NORTH AND WEST ON WASHINGTON HIGHWAY 500
 RD4204'(UNION STREET) FOR 0.7 MILE TO THE WEST END OF A HIGHWAY BRIDGE OVER
 RD4204'THE WASHOUGAL RIVER.  THE STATION IS ABOUT 50 FEET PAST THE END OF
 RD4204'THE BRIDGE ALONG SIDE THE NORTH SIDE OF THE ROAD.
 RD4204'
 RD4204'THE STATION IS A 3 INCH DIAMETER BRONZE SURVEY DISK IN THE TOP OF A
 RD4204'6 INCH DIAMETER 14 INCH DEEP CONCRETE MONUMENT SET IN A HOLE IN
 RD4204'ASAPHALT SURFACE STAMPED---USDA-FS GPS-BM 1N3E11 1987---. MAGNETS
 RD4204'WERE SET IN THE TOP OF THE CONCRETE MONUMENT.  IT IS 73.3 FEET NORTH
 RD4204'EAST OF THE WEST END OF A 34 INCH HIGH CONCRETE RAILING, ABOUT 100
 RD4204'FEET WEST SOUTHWEST OF THE CENTER OF THE WEST ABUTMENT OF THE
 RD4204'RAILROAD BRIDGE, 43.1 FEET SOUTH OF THE CENTER LINE OF THE RAILROAD
 RD4204'TRACK, 17.5 FEET NORTH OF THE NORTH EDGE OF THE PAVEMENT AND 12.6
 RD4204'FEET SOUTHWEST OF THE WEST VERTICAL PIPE OF AN END OF THE STREET
 RD4204'BARRICADE.   THE MONUMENT IS FLUSH WITH THE ASAPHALT SURFACE.   NO
 RD4204'REFERENCE MARKS WERE SET.
 RD4204'
 RD4204'THIS STATION WAS OBSERVED WITH GPS, HOWEVER SOME PROBLEMS MAY BE
 RD4204'EXPECTED DUE TO HEAVY TRUCK TRAFFIC AND A LARGE METAL BUILDING TO
 RD4204'THE SOUTH OF THE STATION.
 RD4204
 RD4204                          STATION RECOVERY (2004)
 RD4204
 RD4204'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4204'A SECOND THROUGH SEARCH WAS MADE FOR THIS MARK. IT APPEARS TO HAVE
 RD4204'BEEN ASPHALTED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4205 ***********************************************************************
 RD4205  DESIGNATION -  1 N 4 E 3
 RD4205  PID         -  RD4205
 RD4205  STATE/COUNTY-  WA/CLARK
 RD4205  USGS QUAD   -  WASHOUGAL (1994)
 RD4205
 RD4205                         *CURRENT SURVEY CONTROL
 RD4205  ___________________________________________________________________
 RD4205* NAD 83(1998)-  45 36 25.65980(N)    122 18 03.56859(W)     ADJUSTED  
 RD4205* NAVD 88     -       243.3    (meters)     798.     (feet)  VERTCON   
 RD4205  ___________________________________________________________________
 RD4205  X           -  -2,388,503.679 (meters)                     COMP
 RD4205  Y           -  -3,778,094.489 (meters)                     COMP
 RD4205  Z           -   4,534,964.437 (meters)                     COMP
 RD4205  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 RD4205  ELLIP HEIGHT-         220.88  (meters)          (06/26/02) GPS OBS
 RD4205  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 RD4205
 RD4205  HORZ ORDER  -  SECOND
 RD4205  ELLP ORDER  -  FOURTH    CLASS I
 RD4205
 RD4205.The horizontal coordinates were established by GPS observations
 RD4205.and adjusted by the National Geodetic Survey in June 2002..
 RD4205.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RD4205.DATUM ITEM on the data sheet items page.
 RD4205
 RD4205.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4205
 RD4205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD4205
 RD4205.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4205
 RD4205.The ellipsoidal height was determined by GPS observations
 RD4205.and is referenced to NAD 83.
 RD4205
 RD4205.The geoid height was determined by GEOID03.
 RD4205
 RD4205;                    North         East     Units Scale Factor Converg.
 RD4205;SPC WA S     -    32,036.887   359,509.122   MT  1.00005894   -1 18 29.6
 RD4205;SPC WA S     -   105,107.69  1,179,489.51   sFT  1.00005894   -1 18 29.6
 RD4205;SPC OR N     -   217,195.567 2,359,527.530   MT  0.99992383   -1 16 38.1
 RD4205;SPC OR N     -   712,583.88  7,741,232.05   iFT  0.99992383   -1 16 38.1
 RD4205;UTM  10      - 5,050,635.789   554,507.629   MT  0.99963653   +0 29 58.2
 RD4205
 RD4205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4205!SPC WA S     -   0.99996537  x   1.00005894  =   1.00002431
 RD4205!SPC OR N     -   0.99996537  x   0.99992383  =   0.99988921
 RD4205!UTM  10      -   0.99996537  x   0.99963653  =   0.99960192
 RD4205
 RD4205                          SUPERSEDED SURVEY CONTROL
 RD4205
 RD4205  NAD 83(1991)-  45 36 25.65705(N)    122 18 03.56845(W) AD(       ) 2
 RD4205  ELLIP H (12/09/91)  221.06   (m)                       GP(       ) 4 1
 RD4205  NAD 83(1991)-  45 36 25.65704(N)    122 18 03.56845(W) AD(       ) 2
 RD4205  ELLIP H (10/15/91)  221.06   (m)                       GP(       ) 4 1
 RD4205  NAD 83(1986)-  45 36 25.67241(N)    122 18 03.57123(W) AD(       ) 2
 RD4205  NGVD 29 (08/07/90)  242.2    (m)          795.     (f) GPS OBS        
 RD4205
 RD4205.Superseded values are not recommended for survey control.
 RD4205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4205.See file dsdata.txt to determine how the superseded data were derived.
 RD4205
 RD4205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5450850636(NAD 83)
 RD4205_MARKER: DD = SURVEY DISK
 RD4205_SETTING: 0 = UNSPECIFIED SETTING
 RD4205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4205+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RD4205
 RD4205  HISTORY     - Date     Condition        Report By
 RD4205  HISTORY     - 1987     MONUMENTED       OR-067
 RD4205  HISTORY     - 1987     GOOD             USFS
 RD4205
 RD4205                          STATION DESCRIPTION
 RD4205
 RD4205'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RD4205'THE STATION IS LOCATED ABOUT 3.5 MILE NORTH NORTHEAST OF COTTONWOOD
 RD4205'POINT ON THE COLUMBIA RIVER, 3.2 MILES NORTHEAST OF WASHOUGAL AND 1.2
 RD4205'MILES WEST OF NICHOLS HILL.  IT IS AN EXISTING 1/4 CORNER ON THE
 RD4205'NORTH SIDE OF SECTION 3, T1NR4E SET INSIDE A MONUMENT CASING IN A
 RD4205'COUNTY ROAD T INTERSECTION.
 RD4205'
 RD4205'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON STATE HIGHWAY 14
 RD4205'AND 32ND STREET IN CAMAS, TURN NORTH ON 32ND STREET.  GO 0.2 MILE TO
 RD4205'A STOP SIGN AT D STREET (EVERGREEN WAY).  TURN RIGHT AND GO EAST FOR
 RD4205'1.1 MILE.  TURN LEFT, HEAD NORTH ON SUNSET DRIVE AND GO 2.35 MILE TO
 RD4205'A T JUNCTION WITH SE 377TH AVENUE.  TURN HERE AND CONTINUE NORTH FOR
 RD4205'0.7 MILE TO THE JUNCTION WITH SE 20TH STREET.  TURN LEFT AND PROCEED
 RD4205'WESTERLY FOR 0.85 MILE TO A T JUNCTION WITH SE 362ND AVENUE AND THE
 RD4205'MONUMENT IN THE WEST BOUND LANE OF SE 20TH STREET.
 RD4205'
 RD4205'THE STATION IS A STANDARD WASHINGTON-COUNTY REFERENCE MARK DISK, 3-3/4
 RD4205'INCHES IN DIAMETER---UNSTAMPED---SET INSIDE A ROUND MONUMENT CASING
 RD4205'WITH A LID.  IT IS 57.2 FEET NORTH NORTHEAST OF POWER POLE 000464,
 RD4205'32.2 FEET NORTHWEST OF A STOP SIGN, 18.2 FEET SOUTHEAST OF POWER POLE
 RD4205'000209  AND 2.2 FEET NORTH OF THE CENTERLINE OF SE 20TH STREET.
 RD4205'THE MONUMENT IS ABOUT 0.7 FOOT BELOW THE MACADAM SURFACE OF THE ROAD.
 RD4205'
 RD4205'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0969 ***********************************************************************
 SY0969  DESIGNATION -  1 USN
 SY0969  PID         -  SY0969
 SY0969  STATE/COUNTY-  WA/KITSAP
 SY0969  USGS QUAD   -  SUQUAMISH (1981)
 SY0969
 SY0969                         *CURRENT SURVEY CONTROL
 SY0969  ___________________________________________________________________
 SY0969* NAD 83(1986)-  47 42 11.     (N)    122 37 09.     (W)     SCALED    
 SY0969* NAVD 88     -         5.094  (meters)      16.71   (feet)  POSTED    
 SY0969  ___________________________________________________________________
 SY0969  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SY0969  DYNAMIC HT  -           5.090 (meters)      16.70  (feet)  COMP
 SY0969  MODELED GRAV-     980,773.0   (mgal)                       NAVD 88
 SY0969
 SY0969  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0969
 SY0969.The horizontal coordinates were scaled from a topographic map and have
 SY0969.an estimated accuracy of +/- 6 seconds.
 SY0969
 SY0969.The orthometric height was determined by differential leveling
 SY0969.and adjusted by the National Geodetic Survey in 1992..
 SY0969.No vertical observational check was made to the station.
 SY0969.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0969.was located on a no-check spur therefore a value was not computed.
 SY0969
 SY0969.The geoid height was determined by GEOID03.
 SY0969
 SY0969.The dynamic height is computed by dividing the NAVD 88
 SY0969.geopotential number by the normal gravity value computed on the
 SY0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0969.degrees latitude (g = 980.6199 gals.).
 SY0969
 SY0969.The modeled gravity was interpolated from observed gravity values.
 SY0969
 SY0969;                    North         East    Units  Estimated Accuracy
 SY0969;SPC WA N     -    79,720.      365,990.      MT  (+/- 180 meters Scaled)
 SY0969
 SY0969                          SUPERSEDED SURVEY CONTROL
 SY0969
 SY0969  NGVD 29 (??/??/??)    4.019  (m)           13.19   (f) ADJUSTED    1 2
 SY0969
 SY0969.Superseded values are not recommended for survey control.
 SY0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0969.See file dsdata.txt to determine how the superseded data were derived.
 SY0969
 SY0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET285833(NAD 83)
 SY0969_MARKER: B = BOLT
 SY0969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0969_SP_SET: MANHOLE
 SY0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0969
 SY0969  HISTORY     - Date     Condition        Report By
 SY0969  HISTORY     - UNK      MONUMENTED       DOD
 SY0969  HISTORY     - 1944     GOOD             CGS
 SY0969
 SY0969                          STATION DESCRIPTION
 SY0969
 SY0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0969'IN KEYPORT.
 SY0969'AT KEYPORT, KITSAP COUNTY, AT THE NAVAL TORPEDO STATION, AT THE
 SY0969'INTERSECTION OF THE CENTERLINES OF D STREET AND PIER 2, AND IN A
 SY0969'MANHOLE.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0448 ***********************************************************************
 SY0448  DESIGNATION -  1 WAHC
 SY0448  PID         -  SY0448
 SY0448  STATE/COUNTY-  WA/KING
 SY0448  USGS QUAD   -  POVERTY BAY (1994)
 SY0448
 SY0448                         *CURRENT SURVEY CONTROL
 SY0448  ___________________________________________________________________
 SY0448* NAD 83(1986)-  47 35 59.     (N)    122 19 09.     (W)     SCALED    
 SY0448* NAVD 88     -        42.598  (meters)     139.76   (feet)  ADJUSTED  
 SY0448  ___________________________________________________________________
 SY0448  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY0448  DYNAMIC HT  -          42.602 (meters)     139.77  (feet)  COMP
 SY0448  MODELED GRAV-     980,714.3   (mgal)                       NAVD 88
 SY0448
 SY0448  VERT ORDER  -  SECOND    CLASS 0
 SY0448
 SY0448.The horizontal coordinates were scaled from a topographic map and have
 SY0448.an estimated accuracy of +/- 6 seconds.
 SY0448
 SY0448.The orthometric height was determined by differential leveling
 SY0448.and adjusted by the National Geodetic Survey in June 1991..
 SY0448
 SY0448.The geoid height was determined by GEOID03.
 SY0448
 SY0448.The dynamic height is computed by dividing the NAVD 88
 SY0448.geopotential number by the normal gravity value computed on the
 SY0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0448.degrees latitude (g = 980.6199 gals.).
 SY0448
 SY0448.The modeled gravity was interpolated from observed gravity values.
 SY0448
 SY0448;                    North         East    Units  Estimated Accuracy
 SY0448;SPC WA N     -    67,760.      388,270.      MT  (+/- 180 meters Scaled)
 SY0448
 SY0448                          SUPERSEDED SURVEY CONTROL
 SY0448
 SY0448  NGVD 29 (??/??/??)   41.483  (m)          136.10   (f) ADJUSTED    2 0
 SY0448
 SY0448.Superseded values are not recommended for survey control.
 SY0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0448.See file dsdata.txt to determine how the superseded data were derived.
 SY0448
 SY0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET511720(NAD 83)
 SY0448_MARKER: Z = SEE DESCRIPTION
 SY0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0448_SP_SET: WALL
 SY0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0448
 SY0448  HISTORY     - Date     Condition        Report By
 SY0448  HISTORY     - UNK      MONUMENTED       WAHC
 SY0448  HISTORY     - 1958     GOOD             CGS
 SY0448  HISTORY     - 1962     GOOD             CGS
 SY0448
 SY0448                          STATION DESCRIPTION
 SY0448
 SY0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SY0448'IN SEATTLE.
 SY0448'AT SEATTLE, KING COUNTY, AT THE INTERSECTION OF KING STREET AND 10TH
 SY0448'AVENUE SOUTH, 10.3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CHINESE
 SY0448'BAPTIST CHURCH, 8.9 FEET SOUTH OF A COPPER PLUG IN THE CONCRETE
 SY0448'SIDEWALK, 7.8 FEET WEST OF THE NORTHWEST CORNER OF A GARAGE, AND 2.2
 SY0448'FEET NORTH OF A COPPER PLUG IN THE CONCRETE WALL AROUND THE CHILDRENS
 SY0448'SAND BOX.  A STEEL PIN CEMENTED IN THE TOP OF A 6-INCH ROUND CONCRETE
 SY0448'MONUMENT, 4 INCHES BELOW THE GROUND AND NOT STAMPED.
 SY0448
 SY0448                          STATION RECOVERY (1962)
 SY0448
 SY0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0156 ***********************************************************************
 TR0156  DESIGNATION -  10
 TR0156  PID         -  TR0156
 TR0156  STATE/COUNTY-  WA/SNOHOMISH
 TR0156  USGS QUAD   -  STANWOOD (1978)
 TR0156
 TR0156                         *CURRENT SURVEY CONTROL
 TR0156  ___________________________________________________________________
 TR0156* NAD 83(1986)-  48 13 27.     (N)    122 18 57.     (W)     SCALED    
 TR0156* NAVD 88     -         4.154  (meters)      13.63   (feet)  POSTED    
 TR0156  ___________________________________________________________________
 TR0156  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 TR0156  DYNAMIC HT  -           4.160 (meters)      13.65  (feet)  COMP
 TR0156  MODELED GRAV-     980,802.2   (mgal)                       NAVD 88
 TR0156
 TR0156  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 TR0156
 TR0156.The horizontal coordinates were scaled from a topographic map and have
 TR0156.an estimated accuracy of +/- 6 seconds.
 TR0156
 TR0156.The orthometric height was determined by differential leveling
 TR0156.and adjusted by the National Geodetic Survey in 1992..
 TR0156.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 TR0156.rate greater than 8.0 mm/km.
 TR0156
 TR0156.The geoid height was determined by GEOID03.
 TR0156
 TR0156.The dynamic height is computed by dividing the NAVD 88
 TR0156.geopotential number by the normal gravity value computed on the
 TR0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0156.degrees latitude (g = 980.6199 gals.).
 TR0156
 TR0156.The modeled gravity was interpolated from observed gravity values.
 TR0156
 TR0156;                    North         East    Units  Estimated Accuracy
 TR0156;SPC WA N     -   137,170.      389,860.      MT  (+/- 180 meters Scaled)
 TR0156
 TR0156                          SUPERSEDED SURVEY CONTROL
 TR0156
 TR0156  NGVD 29 (??/??/92)    3.042  (m)            9.98   (f) ADJ UNCH    1 2
 TR0156
 TR0156.Superseded values are not recommended for survey control.
 TR0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0156.See file dsdata.txt to determine how the superseded data were derived.
 TR0156
 TR0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU508414(NAD 83)
 TR0156_MARKER: DD = SURVEY DISK
 TR0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0156_SP_SET: DRAIN PIPE
 TR0156_STAMPING: 9.967 FT 10 WASH. 1909
 TR0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0156
 TR0156  HISTORY     - Date     Condition        Report By
 TR0156  HISTORY     - 1909     MONUMENTED       USGS
 TR0156  HISTORY     - 1952     GOOD             NGS
 TR0156  HISTORY     - 1973     MARK NOT FOUND   NGS
 TR0156  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR0156
 TR0156                          STATION DESCRIPTION
 TR0156
 TR0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0156'2.0 MI SE FROM STANWOOD.
 TR0156'2.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TR0156'AT STANWOOD, ABOUT 60 YARDS WEST OF BRIDGE NO.23, 90 FEET SOUTH OF THE
 TR0156'APPROXIMATE CENTER OF A COUNTY ROAD CROSSING, 54.5 FEET SOUTHWEST OF
 TR0156'THE SOUTHWEST RAIL, 16 FEET NORTHWEST OF A TELEPHONE POLE, 12 1/2 FEET
 TR0156'EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF A WITNESS POST,
 TR0156'ABOUT 6 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TR0156'FILLED 6-INCH CLAY DRAIN PIPE PROJECTING 1 FOOT ABOVE THE GROUND.
 TR0156
 TR0156                          STATION RECOVERY (1973)
 TR0156
 TR0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TR0156'MARK NOT FOUND.
 TR0156
 TR0156                          STATION RECOVERY (2001)
 TR0156
 TR0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0156'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2103 ***********************************************************************
 SY2103  DESIGNATION -  10 A 4 WAGS 1937
 SY2103  PID         -  SY2103
 SY2103  STATE/COUNTY-  WA/KING
 SY2103  USGS QUAD   -  RENTON (1994)
 SY2103
 SY2103                         *CURRENT SURVEY CONTROL
 SY2103  ___________________________________________________________________
 SY2103* NAD 83(1991)-  47 26 32.89003(N)    122 13 06.11820(W)     ADJUSTED  
 SY2103* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY2103  ___________________________________________________________________
 SY2103  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 SY2103  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SY2103
 SY2103  HORZ ORDER  -  THIRD
 SY2103
 SY2103.The horizontal coordinates were established by classical geodetic methods
 SY2103.and adjusted by the National Geodetic Survey in December 1991..
 SY2103
 SY2103.The orthometric height was scaled from a topographic map.
 SY2103
 SY2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2103
 SY2103.The geoid height was determined by GEOID03.
 SY2103
 SY2103;                    North         East     Units Scale Factor Converg.
 SY2103;SPC WA N     -    50,134.925   395,537.208   MT  1.00001123   -1 01 52.3
 SY2103;SPC WA N     -   164,484.33  1,297,691.66   sFT  1.00001123   -1 01 52.3
 SY2103;UTM  10      - 5,254,632.147   558,931.650   MT  0.99964268   +0 34 32.8
 SY2103
 SY2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2103!SPC WA N     -   1.00000217  x   1.00001123  =   1.00001340
 SY2103!UTM  10      -   1.00000217  x   0.99964268  =   0.99964485
 SY2103
 SY2103:                Primary Azimuth Mark                     Grid Az
 SY2103:SPC WA N     -  BRISCOE                                  252 14 25.8
 SY2103:UTM  10      -  BRISCOE                                  250 38 00.7
 SY2103
 SY2103|---------------------------------------------------------------------|
 SY2103| PID    Reference Object                     Distance      Geod. Az  |
 SY2103|                                                           dddmmss.s |
 SY2103| SY2357 BRISCOE                             APPROX. 4.4 KM 2511233.5 |
 SY2103| SY2100 TRANSMISSION TOWER                  APPROX. 5.1 KM 3522335.8 |
 SY2103|---------------------------------------------------------------------|
 SY2103
 SY2103                          SUPERSEDED SURVEY CONTROL
 SY2103
 SY2103  NAD 83(1986)-  47 26 32.88297(N)    122 13 06.12762(W) AD(       ) 3
 SY2103  NAD 27      -  47 26 33.52000(N)    122 13 01.69400(W) AD(       ) 3
 SY2103
 SY2103.Superseded values are not recommended for survey control.
 SY2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2103.See file dsdata.txt to determine how the superseded data were derived.
 SY2103
 SY2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5893254632(NAD 83)
 SY2103
 SY2103  HISTORY     - Date     Condition        Report By
 SY2103  HISTORY     - 1937     MONUMENTED       WAGS
 SY2103  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2103  HISTORY     - 1964     SEE DESCRIPTION  WAWHI
 SY2103
 SY2103                          STATION DESCRIPTION
 SY2103
 SY2103'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY2103'THIS TRAVERSE STATION IS ABOUT 1/4 MILE S OF 1/4 SECTION CORNER
 SY2103'BETWEEN SEC. 30 AND 31.  T.23N, R.5E, AT APPROXIMATE INTERSECTION
 SY2103'OF TANGENT OF OUTSIDE CURVE 20 FEET CONCRETE HIGHWAY BETWEEN RENTON
 SY2103'AND KENT.  IT IS 234 FEET SE OF ANGLE FORMED BY ROAD GOING E FROM
 SY2103'PAVED ROAD, AND 45.30 FEET E OF E EDGE OF PAVED ROAD.
 SY2103'
 SY2103'POINT IS CENTER OF BRASS PLUG SET IN CONCRETE MONUMENT.
 SY2103
 SY2103                          STATION RECOVERY (1963)
 SY2103
 SY2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2103'THE STATION MARK WAS RECOVERED, BUT IT WAS NOT A BRASS PLUG SET IN
 SY2103'A CONCRETE MONUMENT, AS STATED, BUT A U.S. COAST AND GEODETIC
 SY2103'SURVEY AND STATE SURVEY DISK SET IN A 6-INCH SQUARE CONCRETE POST
 SY2103'WHICH PROJECTS ABOUT 1 FOOT.  THE MARK IS TILTED SLIGHTLY TO THE
 SY2103'SOUTHWEST.  GROUND AROUND THE STATION IS QUITE SWAMPY.  THE
 SY2103'REFERENCE POINTS WERE NOT FOUND.  MARK IS AT THE BOTTOM OF A
 SY2103'25-FOOT BANK, ON THE OUTSIDE OF THE CURVE WHERE 92ND AVE. SO.
 SY2103'TURNS FROM NORTHEAST TO NORTH, ABOUT 100 YARDS NORTH OF 180TH
 SY2103'STREET, 55 FEET EAST OF THE CENTER OF THE ROAD AND ABOUT ON LINE
 SY2103'WITH THE CENTER OF THE EAST LANE OF THE HIGHWAY GOING NORTH.
 SY2103'REACHED FROM THE INTERSECTION OF STATE HIGHWAYS 1 AND 5 ON THE
 SY2103'SOUTHWEST EDGE OF RENTON BY GOING SOUTH ON STATE HWY. 5
 SY2103'(RAINIER AVE. SO., WHICH BECOMES 92ND AVE. SO.), FOR 2.0 MILES
 SY2103'TO THE CENTER OF A CURVE TO THE RIGHT AND THE STATION ON THE
 SY2103'LEFT.
 SY2103
 SY2103                          STATION RECOVERY (1964)
 SY2103
 SY2103'RECOVERY NOTE BY WALKER AND WHITEFORD INCORPORATED 1964
 SY2103'THE STATION WAS RECOVERED IN A LEANING CONDITION.  LOOKS AS IF
 SY2103'STATION IS SLIDING DOWN HILL SLOWLY - DID NOT USE OR OCCUPY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0699 ***********************************************************************
 TP0699  DESIGNATION -  10 AA
 TP0699  PID         -  TP0699
 TP0699  STATE/COUNTY-  WA/OKANOGAN
 TP0699  USGS QUAD   -  TIFFANY MOUNTAIN (1989)
 TP0699
 TP0699                         *CURRENT SURVEY CONTROL
 TP0699  ___________________________________________________________________
 TP0699* NAD 83(1986)-  48 44 13.     (N)    119 55 21.     (W)     SCALED    
 TP0699* NAVD 88     -      1984.264  (meters)    6510.04   (feet)  ADJUSTED  
 TP0699  ___________________________________________________________________
 TP0699  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 TP0699  DYNAMIC HT  -        1984.036 (meters)    6509.29  (feet)  COMP
 TP0699  MODELED GRAV-     980,423.0   (mgal)                       NAVD 88
 TP0699
 TP0699  VERT ORDER  -  SECOND    CLASS 0
 TP0699
 TP0699.The horizontal coordinates were scaled from a topographic map and have
 TP0699.an estimated accuracy of +/- 6 seconds.
 TP0699
 TP0699.The orthometric height was determined by differential leveling
 TP0699.and adjusted by the National Geodetic Survey in June 1991..
 TP0699
 TP0699.The geoid height was determined by GEOID03.
 TP0699
 TP0699.The dynamic height is computed by dividing the NAVD 88
 TP0699.geopotential number by the normal gravity value computed on the
 TP0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0699.degrees latitude (g = 980.6199 gals.).
 TP0699
 TP0699.The modeled gravity was interpolated from observed gravity values.
 TP0699
 TP0699;                    North         East    Units  Estimated Accuracy
 TP0699;SPC WA N     -   193,520.      567,000.      MT  (+/- 180 meters Scaled)
 TP0699
 TP0699                          SUPERSEDED SURVEY CONTROL
 TP0699
 TP0699  NGVD 29 (??/??/92) 1982.721  (m)         6504.98   (f) ADJ UNCH    2 0
 TP0699
 TP0699.Superseded values are not recommended for survey control.
 TP0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0699.See file dsdata.txt to determine how the superseded data were derived.
 TP0699
 TP0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ851023(NAD 83)
 TP0699_MARKER: DD = SURVEY DISK
 TP0699_SETTING: 66 = SET IN ROCK OUTCROP
 TP0699_SP_SET: GRANITE OUTCROP
 TP0699_STAMPING: 10 AA 1954 6504
 TP0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0699+STABILITY: POSITION/ELEVATION WELL
 TP0699
 TP0699  HISTORY     - Date     Condition        Report By
 TP0699  HISTORY     - 1954     MONUMENTED       USGS
 TP0699  HISTORY     - 1959     GOOD             NGS
 TP0699
 TP0699                          STATION DESCRIPTION
 TP0699
 TP0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0699'34.95 MI NE FROM WINTHROP.
 TP0699'6.6 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 TP0699'WINTHROP, THENCE 25.5 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE 2.85
 TP0699'MILES NORTH ALONG A GRAVEL ROAD, AT A ROCK COVERED KNOLL, IN TOP OF A
 TP0699'2 1/2-BY 3-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 TP0699'GROUND, 25 FEET (SLOPE MEASUREMENT) EAST OF THE CENTER LINE OF THE
 TP0699'ROAD, 3.2 FEET EAST OF A WITNESS POST, AND ABOUT 13 FEET HIGHER THAN
 TP0699'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0349 ***********************************************************************
 SX0349  DESIGNATION -  10 E
 SX0349  PID         -  SX0349
 SX0349  STATE/COUNTY-  WA/KITTITAS
 SX0349  USGS QUAD   -  COLOCKUM PASS SW (1983)
 SX0349
 SX0349                         *CURRENT SURVEY CONTROL
 SX0349  ___________________________________________________________________
 SX0349* NAD 83(1998)-  47 05 33.00195(N)    120 29 49.04160(W)     ADJUSTED  
 SX0349* NAVD 88     -       664.236  (meters)    2179.25   (feet)  ADJUSTED  
 SX0349  ___________________________________________________________________
 SX0349  X           -  -2,207,897.210 (meters)                     COMP
 SX0349  Y           -  -3,748,721.074 (meters)                     COMP
 SX0349  Z           -   4,649,244.002 (meters)                     COMP
 SX0349  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 SX0349  ELLIP HEIGHT-         644.40  (meters)          (07/05/01) GPS OBS
 SX0349  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 SX0349  DYNAMIC HT  -         664.228 (meters)    2179.22  (feet)  COMP
 SX0349  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 SX0349
 SX0349  HORZ ORDER  -  FIRST
 SX0349  VERT ORDER  -  SECOND    CLASS 0
 SX0349  ELLP ORDER  -  FOURTH    CLASS II
 SX0349
 SX0349.The horizontal coordinates were established by GPS observations
 SX0349.and adjusted by the National Geodetic Survey in July 2001..
 SX0349.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX0349.DATUM ITEM on the data sheet items page.
 SX0349
 SX0349.The orthometric height was determined by differential leveling
 SX0349.and adjusted by the National Geodetic Survey in June 1991..
 SX0349.WARNING-GPS observations at this control monument resulted in a GPS
 SX0349.derived orthometric height which differed from the leveled height by
 SX0349.more than one decimeter (0.1 meter).
 SX0349
 SX0349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX0349
 SX0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0349
 SX0349.The ellipsoidal height was determined by GPS observations
 SX0349.and is referenced to NAD 83.
 SX0349
 SX0349.The geoid height was determined by GEOID03.
 SX0349
 SX0349.The dynamic height is computed by dividing the NAVD 88
 SX0349.geopotential number by the normal gravity value computed on the
 SX0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0349.degrees latitude (g = 980.6199 gals.).
 SX0349
 SX0349.The modeled gravity was interpolated from observed gravity values.
 SX0349
 SX0349;                    North         East     Units Scale Factor Converg.
 SX0349;SPC WA S     -   195,536.077   500,231.104   MT  0.99995381   +0 00 08.0
 SX0349;SPC WA S     -   641,521.28  1,641,174.88   sFT  0.99995381   +0 00 08.0
 SX0349;UTM  10      - 5,218,483.610   689,962.348   MT  1.00004352   +1 50 02.1
 SX0349
 SX0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0349!SPC WA S     -   0.99989900  x   0.99995381  =   0.99985282
 SX0349!UTM  10      -   0.99989900  x   1.00004352  =   0.99994252
 SX0349
 SX0349                          SUPERSEDED SURVEY CONTROL
 SX0349
 SX0349  NAD 83(1991)-  47 05 33.00065(N)    120 29 49.04152(W) AD(       ) 1
 SX0349  ELLIP H (06/21/95)  644.52   (m)                       GP(       ) 4 2
 SX0349  NAVD 88 (12/18/95)  664.24   (m)         2179.3    (f) LEVELING    3  
 SX0349  NGVD 29 (??/??/92)  663.090  (m)         2175.49   (f) ADJ UNCH    2 0
 SX0349
 SX0349.Superseded values are not recommended for survey control.
 SX0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0349.See file dsdata.txt to determine how the superseded data were derived.
 SX0349
 SX0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8996218484(NAD 83)
 SX0349_MARKER: DD = SURVEY DISK
 SX0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0349_STAMPING: 10 E 2176 1938
 SX0349_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0349+STABILITY: SURFACE MOTION
 SX0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX0349+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1993
 SX0349
 SX0349  HISTORY     - Date     Condition        Report By
 SX0349  HISTORY     - 1938     MONUMENTED       USGS
 SX0349  HISTORY     - 1949     GOOD             NGS
 SX0349  HISTORY     - 19931212 GOOD             MSI
 SX0349
 SX0349                          STATION DESCRIPTION
 SX0349
 SX0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0349'8.8 MI N FROM ELLENSBURG.
 SX0349'3.6 MILES NORTHEAST ALONG COLOCKUM PASS ROAD FROM THE POST OFFICE AT
 SX0349'ELLENSBURG, THENCE 5.2 MILES NORTH ALONG WILSON CREEK ROAD, 1.0 MILE
 SX0349'WEST OF B. M. X 311, AT THE T JUNCTION OF A COUNTY ROAD LEADING EAST,
 SX0349'40 FEET EAST OF THE CENTER LINE OF WILSON CREEK ROAD, 30 FEET SOUTH OF
 SX0349'THE CENTER LINE OF THE COUNTY ROAD, 6.3 FEET NORTHWEST OF THE WEST
 SX0349'CORNER OF A WOODEN FRAME FILLED WITH ROCKS, 1.9 FEET NORTHEAST OF A
 SX0349'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 SX0349'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SX0349
 SX0349                          STATION RECOVERY (1993)
 SX0349
 SX0349'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SX0349'RECOVERED AS DESCRIBED IN GOOD CONDITION. FROM THE INTERSECTION OF
 SX0349'VANTAGE HIGHWAY AND WILSON CREEK ROAD, GO NORTH ON WILSON CREEK ROAD
 SX0349'FOR 6.2 MI (10.0 KM) TO THE INTERSECTION WITH THOMAS ROAD AND THE
 SX0349'STATION ON THE RIGHT. ADDITIONAL TIES INCLUDE - 40.0 FT (12.2 M) EAST
 SX0349'OF CENTERLINE OF WILSON CREEK ROAD, 30.0 FT (9.1 M) SOUTH OF
 SX0349'CENTERLINE OF THOMAS ROAD, 6.3 FT (1.9 M) NORTHWEST OF WEST CORNER OF
 SX0349'WOODEN FRAME FILLED WITH ROCKS, AND 1.9 FT (0.6 M) NORTHEAST OF
 SX0349'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1257 ***********************************************************************
 RZ1257  DESIGNATION -  10 LC
 RZ1257  PID         -  RZ1257
 RZ1257  STATE/COUNTY-  WA/GARFIELD
 RZ1257  USGS QUAD   -  DODGE (1981)
 RZ1257
 RZ1257                         *CURRENT SURVEY CONTROL
 RZ1257  ___________________________________________________________________
 RZ1257* NAD 83(1986)-  46 36 55.     (N)    117 47 34.     (W)     SCALED    
 RZ1257* NAVD 88     -       187.356  (meters)     614.68   (feet)  POSTED    
 RZ1257  ___________________________________________________________________
 RZ1257  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 RZ1257  DYNAMIC HT  -         187.350 (meters)     614.66  (feet)  COMP
 RZ1257  MODELED GRAV-     980,602.7   (mgal)                       NAVD 88
 RZ1257
 RZ1257  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RZ1257
 RZ1257.The horizontal coordinates were scaled from a topographic map and have
 RZ1257.an estimated accuracy of +/- 6 seconds.
 RZ1257
 RZ1257.The orthometric height was determined by differential leveling
 RZ1257.and adjusted by the National Geodetic Survey in 1992..
 RZ1257.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RZ1257.rate of 0.0 thru 1.0 mm/km.
 RZ1257
 RZ1257.The geoid height was determined by GEOID03.
 RZ1257
 RZ1257.The dynamic height is computed by dividing the NAVD 88
 RZ1257.geopotential number by the normal gravity value computed on the
 RZ1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1257.degrees latitude (g = 980.6199 gals.).
 RZ1257
 RZ1257.The modeled gravity was interpolated from observed gravity values.
 RZ1257
 RZ1257;                    North         East    Units  Estimated Accuracy
 RZ1257;SPC WA S     -   146,050.      707,320.      MT  (+/- 180 meters Scaled)
 RZ1257
 RZ1257                          SUPERSEDED SURVEY CONTROL
 RZ1257
 RZ1257  NGVD 29 (??/??/92)  186.367  (m)          611.44   (f) ADJ UNCH    2 0
 RZ1257
 RZ1257.Superseded values are not recommended for survey control.
 RZ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1257.See file dsdata.txt to determine how the superseded data were derived.
 RZ1257
 RZ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM392627(NAD 83)
 RZ1257_MARKER: DD = SURVEY DISK
 RZ1257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1257_SP_SET: MONUMENT
 RZ1257_STAMPING: 10 LC 611 1948
 RZ1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1257
 RZ1257  HISTORY     - Date     Condition        Report By
 RZ1257  HISTORY     - 1948     MONUMENTED       USGS
 RZ1257  HISTORY     - 1963     GOOD             NGS
 RZ1257  HISTORY     - 1969     GOOD             NGS
 RZ1257  HISTORY     - 1983     MARK NOT FOUND   NGS
 RZ1257  HISTORY     - 19860716 MARK NOT FOUND   NGS
 RZ1257
 RZ1257                          STATION DESCRIPTION
 RZ1257
 RZ1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RZ1257'0.7 MI SE FROM CENTRAL FERRY.
 RZ1257'0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 295 FROM THE SERVICE STATION AND
 RZ1257'LUNCHROOM AT CENTRAL FERRY, 99 FEET NORTHWEST OF A FENCE CORNER, 82
 RZ1257'FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 295, 72 FEET SOUTHWEST OF
 RZ1257'T. GAYS MAIL BOX, 38 FEET SOUTH OF LOWER DEAD MAN ROAD AND 1 FOOT WEST
 RZ1257'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND IS NEAR
 RZ1257'THE CENTER OF A TRIANGLE FORMED BY THREE ROADS. NOTE-- THE MARK WILL
 RZ1257'BE INUNDATED UPON THE COMPLETION OF THE LITTLE GOOSE DAM, RESULTING IN
 RZ1257'THE FLOODING OF THE SNAKE RIVER.
 RZ1257
 RZ1257                          STATION RECOVERY (1969)
 RZ1257
 RZ1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RZ1257'RECOVERED IN GOOD CONDITION.
 RZ1257
 RZ1257                          STATION RECOVERY (1983)
 RZ1257
 RZ1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RZ1257'MARK NOT FOUND.
 RZ1257
 RZ1257                          STATION RECOVERY (1986)
 RZ1257
 RZ1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 RZ1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0223 ***********************************************************************
 SB0223  DESIGNATION -  10 TR USGS
 SB0223  PID         -  SB0223
 SB0223  STATE/COUNTY-  WA/YAKIMA
 SB0223  USGS QUAD   -  BLACK ROCK SPRING (1953)
 SB0223
 SB0223                         *CURRENT SURVEY CONTROL
 SB0223  ___________________________________________________________________
 SB0223* NAD 83(1986)-  46 30 30.     (N)    120 04 33.     (W)     SCALED    
 SB0223* NAVD 88     -       549.246  (meters)    1801.98   (feet)  ADJUSTED  
 SB0223  ___________________________________________________________________
 SB0223  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SB0223  DYNAMIC HT  -         549.235 (meters)    1801.95  (feet)  COMP
 SB0223  MODELED GRAV-     980,577.0   (mgal)                       NAVD 88
 SB0223
 SB0223  VERT ORDER  -  SECOND    CLASS 0
 SB0223
 SB0223.The horizontal coordinates were scaled from a topographic map and have
 SB0223.an estimated accuracy of +/- 6 seconds.
 SB0223
 SB0223.The orthometric height was determined by differential leveling
 SB0223.and adjusted by the National Geodetic Survey in June 1991..
 SB0223
 SB0223.The geoid height was determined by GEOID03.
 SB0223
 SB0223.The dynamic height is computed by dividing the NAVD 88
 SB0223.geopotential number by the normal gravity value computed on the
 SB0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0223.degrees latitude (g = 980.6199 gals.).
 SB0223
 SB0223.The modeled gravity was interpolated from observed gravity values.
 SB0223
 SB0223;                    North         East    Units  Estimated Accuracy
 SB0223;SPC WA S     -   130,690.      532,550.      MT  (+/- 180 meters Scaled)
 SB0223
 SB0223                          SUPERSEDED SURVEY CONTROL
 SB0223
 SB0223  NGVD 29 (??/??/92)  548.144  (m)         1798.37   (f) ADJ UNCH    2 0
 SB0223
 SB0223.Superseded values are not recommended for survey control.
 SB0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0223.See file dsdata.txt to determine how the superseded data were derived.
 SB0223
 SB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS243546(NAD 83)
 SB0223_MARKER: DD = SURVEY DISK
 SB0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0223_STAMPING: 10 TR 1799 1936
 SB0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0223+STABILITY: SURFACE MOTION
 SB0223
 SB0223  HISTORY     - Date     Condition        Report By
 SB0223  HISTORY     - 1936     MONUMENTED       USGS
 SB0223  HISTORY     - 1949     GOOD             NGS
 SB0223
 SB0223                          STATION DESCRIPTION
 SB0223
 SB0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0223'4.6 MI E FROM WASHINGTON STATE QUARANTINE STA.
 SB0223'4.6 MILES EAST ALONG STATE HIGHWAY 11-A FROM THE WASHINGTON STATE
 SB0223'QUARANTINE STATION, 117 FEET NORTHWEST OF THE NORTH END OF AN 18-INCH
 SB0223'CONCRETE PIPE CULVERT, 110 1/2 FEET NORTHEAST OF A TELEPHONE POLE,
 SB0223'83.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 1/2 FEET
 SB0223'NORTHWEST OF A TELEPHONE POLE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT
 SB0223'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SB0223'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0461 ***********************************************************************
 SY0461  DESIGNATION -  10 WAHC
 SY0461  PID         -  SY0461
 SY0461  STATE/COUNTY-  WA/KING
 SY0461  USGS QUAD   -  POVERTY BAY (1994)
 SY0461
 SY0461                         *CURRENT SURVEY CONTROL
 SY0461  ___________________________________________________________________
 SY0461* NAD 83(1991)-  47 33 31.29897(N)    122 19 20.89910(W)     ADJUSTED  
 SY0461* NAVD 88     -         7.080  (meters)      23.23   (feet)  ADJUSTED  
 SY0461  ___________________________________________________________________
 SY0461  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 SY0461  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 SY0461  DYNAMIC HT  -           7.081 (meters)      23.23  (feet)  COMP
 SY0461  MODELED GRAV-     980,728.4   (mgal)                       NAVD 88
 SY0461
 SY0461  HORZ ORDER  -  SECOND
 SY0461  VERT ORDER  -  SECOND    CLASS 0
 SY0461
 SY0461.The horizontal coordinates were established by classical geodetic methods
 SY0461.and adjusted by the National Geodetic Survey in December 1991..
 SY0461
 SY0461.The orthometric height was determined by differential leveling
 SY0461.and adjusted by the National Geodetic Survey in June 1991..
 SY0461
 SY0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0461
 SY0461.The geoid height was determined by GEOID03.
 SY0461
 SY0461.The dynamic height is computed by dividing the NAVD 88
 SY0461.geopotential number by the normal gravity value computed on the
 SY0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0461.degrees latitude (g = 980.6199 gals.).
 SY0461
 SY0461.The modeled gravity was interpolated from observed gravity values.
 SY0461
 SY0461;                    North         East     Units Scale Factor Converg.
 SY0461;SPC WA N     -    63,201.065   387,936.250   MT  0.99998957   -1 06 31.3
 SY0461;SPC WA N     -   207,352.16  1,272,754.18   sFT  0.99998957   -1 06 31.3
 SY0461;UTM  10      - 5,267,475.208   550,969.958   MT  0.99963193   +0 30 00.0
 SY0461
 SY0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0461!SPC WA N     -   1.00000257  x   0.99998957  =   0.99999214
 SY0461!UTM  10      -   1.00000257  x   0.99963193  =   0.99963450
 SY0461
 SY0461:                Primary Azimuth Mark                     Grid Az
 SY0461:SPC WA N     -  11                                       156 52 04.5
 SY0461:UTM  10      -  11                                       155 15 33.2
 SY0461
 SY0461|---------------------------------------------------------------------|
 SY0461| PID    Reference Object                     Distance      Geod. Az  |
 SY0461|                                                           dddmmss.s |
 SY0461| SY0462 11                                  470.199 METERS 1554533.2 |
 SY0461|---------------------------------------------------------------------|
 SY0461
 SY0461                          SUPERSEDED SURVEY CONTROL
 SY0461
 SY0461  NAD 83(1986)-  47 33 31.29293(N)    122 19 20.90581(W) AD(       ) 2
 SY0461  NAD 27      -  47 33 31.93930(N)    122 19 16.45740(W) AD(       ) 2
 SY0461  NGVD 29 (??/??/??)    5.973  (m)           19.60   (f) ADJUSTED    2 0
 SY0461
 SY0461.Superseded values are not recommended for survey control.
 SY0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0461.See file dsdata.txt to determine how the superseded data were derived.
 SY0461
 SY0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5097067475(NAD 83)
 SY0461_MARKER: Z = SEE DESCRIPTION
 SY0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0461_SP_SET: PARKING LOT
 SY0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0461
 SY0461  HISTORY     - Date     Condition        Report By
 SY0461  HISTORY     - 1957     MONUMENTED       WAHC
 SY0461  HISTORY     - 1958     GOOD             CGS
 SY0461  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0461  HISTORY     - 1962     GOOD             CGS
 SY0461  HISTORY     - 1965     SEE DESCRIPTION  WAHC
 SY0461
 SY0461                          STATION DESCRIPTION
 SY0461
 SY0461'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0461'THE STATION IS LOCATED IN THE SOUTHERN PART OF SEATTLE, 1 MILE
 SY0461'SOUTH OF THE RAINIER BREWERY, 1/2 MILE SOUTHWEST OF THE VETERANS
 SY0461'HOSPITAL, 1 BLOCK EAST OF AIRPORT WAY AND IN THE PARKING LOT OF
 SY0461'THE AEROMOTIVE METAL PRODUCTS CO.  THE MARK IS A STEEL PIN SET IN
 SY0461'CONCRETE AND IS 6 INCHES UNDERGROUND.  IT IS 43.8 FEET EAST OF
 SY0461'THE EAST RAIL OF THE RAILROAD TRACK, 42 FEET WEST OF THE CENTER
 SY0461'OF SUMMERVILLE PLACE STREET, 17 FEET NORTH OF THE SOUTH EDGE
 SY0461'OF THE AEROMOTIVE METAL PRODUCTS CO. PARKING LOT AND 13 FEET
 SY0461'WEST OF THE EAST SIDE OF THE PARKING LOT.
 SY0461'
 SY0461'TO REACH THE STATION FROM THE INTERSECTION OF AIRPORT WAY AND
 SY0461'EDMUNDS STREET GO EAST ON EDMUNDS STREET FOR 1 BLOCK TO SUMMERVILLE
 SY0461'PLACE STREET, TURN RIGHT AND GO SOUTH ON SUMMERVILLE PLACE STREET
 SY0461'FOR 1 BLOCK TO THE SOUTH END OF THE PARKING LOT AND THE STATION
 SY0461'ON THE RIGHT.
 SY0461
 SY0461                          STATION RECOVERY (1958)
 SY0461
 SY0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0461'IN SEATTLE.
 SY0461'AT SEATTLE, KING COUNTY, IN THE SOUTHERN PART, 1 MILE SOUTH OF THE
 SY0461'RAINIER BREWERY, 1/2 MILE SOUTHWEST OF THE VETERANS HOSPITAL, 1 BLOCK
 SY0461'EAST OF AIRPORT WAY, IN THE PARKING LOT OF THE AEROMOTIVE METAL
 SY0461'PRODUCTS COMPANY, 43.8 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 SY0461'TRACK, 42 FEET WEST OF THE CENTERLINE OF SUMMERVILLE PLACE STREET, 17
 SY0461'FEET NORTH OF THE SOUTH EDGE OF THE PARKING LOT, AND 13 FEET WEST OF
 SY0461'THE EAST SIDE OF THE PARKING LOT.  A STEEL PIN SET IN CONCRETE AND 6
 SY0461'INCHES UNDERGROUND.  NOTE-- THIS MARK MAY BE REACHED FROM THE
 SY0461'INTERSECTION OF AIRPORT WAY AND EDMUNDS STREET-- GO EAST ON EDMONDS
 SY0461'STREET FOR 1 BLOCK TO SUMMERVILLE PLACE STREET, TURN RIGHT AND GO
 SY0461'SOUTH ON SUMMERVILLE PLACE STREET FOR 1 BLOCK TO THE SOUTH END OF THE
 SY0461'PARKING LOT AND THE STATION ON THE RIGHT.  NOTE-- A METAL WITNESS POST
 SY0461'WAS SET 13.1 FEET SOUTH OF THE MARK.
 SY0461
 SY0461                          STATION RECOVERY (1962)
 SY0461
 SY0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0461'THE STATION WAS RECOVERED AS DESCRIBED
 SY0461'
 SY0461'A METAL WITNESS POST WAS SET 13.1 FEET SOUTH OF THE MARK.
 SY0461
 SY0461                          STATION RECOVERY (1962)
 SY0461
 SY0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0461'RECOVERED IN GOOD CONDITION.
 SY0461
 SY0461                          STATION RECOVERY (1965)
 SY0461
 SY0461'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1965
 SY0461'STATION DESTROYED, EITHER REMOVED OR COVERED BY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1605 ***********************************************************************
 SW1605  CBN         -  This is a Cooperative Base Network Control Station.
 SW1605  DESIGNATION -  10 WKP
 SW1605  PID         -  SW1605
 SW1605  STATE/COUNTY-  WA/DOUGLAS
 SW1605  USGS QUAD   -  APPLEDALE (1976)
 SW1605
 SW1605                         *CURRENT SURVEY CONTROL
 SW1605  ___________________________________________________________________
 SW1605* NAD 83(1998)-  47 22 12.15777(N)    119 57 26.24045(W)     ADJUSTED  
 SW1605* NAVD 88     -       293.4    (meters)     963.     (feet)  GPS OBS   
 SW1605  ___________________________________________________________________
 SW1605  X           -  -2,161,053.061 (meters)                     COMP
 SW1605  Y           -  -3,749,505.837 (meters)                     COMP
 SW1605  Z           -   4,669,925.631 (meters)                     COMP
 SW1605  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 SW1605  ELLIP HEIGHT-         273.44  (meters)          (07/03/01) GPS OBS
 SW1605  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 SW1605
 SW1605  HORZ ORDER  -  B
 SW1605  ELLP ORDER  -  FIFTH     CLASS I
 SW1605
 SW1605.The horizontal coordinates were established by GPS observations
 SW1605.and adjusted by the National Geodetic Survey in July 2001..
 SW1605.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1605.DATUM ITEM on the data sheet items page.
 SW1605
 SW1605.The orthometric height was determined by GPS observations and a
 SW1605.high-resolution geoid model.
 SW1605
 SW1605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1605
 SW1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1605
 SW1605.The ellipsoidal height was determined by GPS observations
 SW1605.and is referenced to NAD 83.
 SW1605
 SW1605.The geoid height was determined by GEOID03.
 SW1605
 SW1605;                    North         East     Units Scale Factor Converg.
 SW1605;SPC WA N     -    41,519.133   566,167.353   MT  1.00002677   +0 39 08.0
 SW1605;SPC WA N     -   136,217.36  1,857,500.72   sFT  1.00002677   +0 39 08.0
 SW1605;UTM  11      - 5,250,528.118   276,735.483   MT  1.00021263   -2 10 36.1
 SW1605;UTM  10      - 5,250,776.767   729,713.073   MT  1.00024854   +2 14 22.7
 SW1605
 SW1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1605!SPC WA N     -   0.99995714  x   1.00002677  =   0.99998391
 SW1605!UTM  11      -   0.99995714  x   1.00021263  =   1.00016976
 SW1605!UTM  10      -   0.99995714  x   1.00024854  =   1.00020567
 SW1605
 SW1605                          SUPERSEDED SURVEY CONTROL
 SW1605
 SW1605  NAD 83(1991)-  47 22 12.15658(N)    119 57 26.24049(W) AD(       ) B
 SW1605  ELLIP H (05/29/91)  273.56   (m)                       GP(       ) 4 1
 SW1605
 SW1605.Superseded values are not recommended for survey control.
 SW1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1605.See file dsdata.txt to determine how the superseded data were derived.
 SW1605
 SW1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN7673550528(NAD 83)
 SW1605_MARKER: DB = BENCH MARK DISK
 SW1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1605_SP_SET: CONCRETE POST
 SW1605_STAMPING: 10 WKP 1965 30TH ENGR BN
 SW1605_MARK LOGO: USGS  
 SW1605_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1605+STABILITY: POSITION/ELEVATION WELL
 SW1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1605+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1993
 SW1605
 SW1605  HISTORY     - Date     Condition        Report By
 SW1605  HISTORY     - 1965     MONUMENTED       USGS
 SW1605  HISTORY     - 19900320 GOOD             NGS
 SW1605  HISTORY     - 19910129 GOOD
 SW1605  HISTORY     - 19930415 GOOD             DCPW
 SW1605  HISTORY     - 19930415 GOOD             DCPW
 SW1605
 SW1605                          STATION DESCRIPTION
 SW1605
 SW1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SW1605'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI) SOUTH-SOUTHEAST OF
 SW1605'WATERVILLE, 29.0 KM (18.0 MI) NORTHWEST OF EPHRATA, 29.0 KM
 SW1605'(18.0 MI) EAST OF WENATCHEE, 20.9 KM (13.0 MI) NORTH OF QUINCY, 6.4
 SW1605'KM (4.0 MI) SOUTHWEST OF PALISADES AND ON COUNTY ROAD RIGHT-OF-WAY.
 SW1605'TO REACH FROM THE POST OFFICE IN PALISADES, GO SOUTHWEST ON PALISADES
 SW1605'ROAD FOR 6.44 KM (4.00 MI) TO THE STATION ON THE RIGHT.
 SW1605'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 SW1605'0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.  IT IS 9.8 M (32.2 FT)
 SW1605'NORTHWEST OF THE CENTER OF PALISADES ROAD, 0.76 M (2.49 FT) SOUTH OF
 SW1605'THE SOUTH GATE POST AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 SW1605
 SW1605                          STATION RECOVERY (1991)
 SW1605
 SW1605'RECOVERED 1991
 SW1605'RECOVERED IN GOOD CONDITION.
 SW1605
 SW1605                          STATION RECOVERY (1993)
 SW1605
 SW1605'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1605'RECOVERED IN GOOD CONDITION.
 SW1605
 SW1605                          STATION RECOVERY (1993)
 SW1605
 SW1605'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB7613 ***********************************************************************
 AB7613  DESIGNATION -  100 B 3
 AB7613  PID         -  AB7613
 AB7613  STATE/COUNTY-  WA/BENTON
 AB7613  USGS QUAD   -  VERNITA BRIDGE (1986)
 AB7613
 AB7613                         *CURRENT SURVEY CONTROL
 AB7613  ___________________________________________________________________
 AB7613* NAD 83(1986)-  46 37 56.     (N)    119 38 31.     (W)     SCALED    
 AB7613* NAVD 88     -       144.507  (meters)     474.10   (feet)  ADJUSTED  
 AB7613  ___________________________________________________________________
 AB7613  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB7613  DYNAMIC HT  -         144.517 (meters)     474.14  (feet)  COMP
 AB7613  MODELED GRAV-     980,682.3   (mgal)                       NAVD 88
 AB7613
 AB7613  VERT ORDER  -  SECOND    CLASS II
 AB7613
 AB7613.The horizontal coordinates were scaled from a topographic map and have
 AB7613.an estimated accuracy of +/- 6 seconds.
 AB7613
 AB7613.The orthometric height was determined by differential leveling
 AB7613.and adjusted by the National Geodetic Survey in January 1997..
 AB7613
 AB7613.The geoid height was determined by GEOID03.
 AB7613
 AB7613.The dynamic height is computed by dividing the NAVD 88
 AB7613.geopotential number by the normal gravity value computed on the
 AB7613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7613.degrees latitude (g = 980.6199 gals.).
 AB7613
 AB7613.The modeled gravity was interpolated from observed gravity values.
 AB7613
 AB7613;                    North         East    Units  Estimated Accuracy
 AB7613;SPC WA S     -   144,730.      565,700.      MT  (+/- 180 meters Scaled)
 AB7613
 AB7613                          SUPERSEDED SURVEY CONTROL
 AB7613
 AB7613.No superseded survey control is available for this station.
 AB7613
 AB7613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM977676(NAD 83)
 AB7613_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB7613_SETTING: 0 = UNSPECIFIED SETTING
 AB7613_STAMPING: 100B-3
 AB7613_MARK LOGO: NONE  
 AB7613_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7613+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1993
 AB7613
 AB7613  HISTORY     - Date     Condition        Report By
 AB7613  HISTORY     - UNK      MONUMENTED       RBNF
 AB7613  HISTORY     - 19930123 GOOD             CHANCE
 AB7613
 AB7613                          STATION DESCRIPTION
 AB7613
 AB7613'DESCRIBED BY JE CHANCE AND ASSOCIATES 1993 (MFY)
 AB7613'THE STATION IS LOCATED APPROXIMATELY 33 MI (53.11 KM) NORTHWEST OF
 AB7613'RICHLAND, WA., AT THE 100 B-C AREA, ON THE HANFORD D.O.E. SITE. TO
 AB7613'REACH THE STATION FROM THE JUNCTION OF S.R. 240 AND S.R. 24, PROCEED
 AB7613'EAST ON A PAVED ROAD (RTE. 11) PASSING THROUGH A SECURITY GATE AND
 AB7613'CONTINUING FOR 3.0 MI (4.83 KM) TO THE INTERSECTION WITH RTE. 6. TURN
 AB7613'LEFT AND PROCEED NORTH ON RTE. 6 FOR 3.1 MI (4.99 KM) TO A PAVED ROAD
 AB7613'RIGHT (RTE. 1). TURN RIGHT AND PROCEED EAST ON RTE. 1 FOR 1.2 MI (1.93
 AB7613'KM) AND THEN NORTH FOR 0.8 MI (1.29 KM) TO A T-INTERSECTION WITH A
 AB7613'PAVED ROAD.  TURN LEFT AND PROCEED WEST ALONG THE ROAD FOR 0.1 MI
 AB7613'(0.16 KM) TO A RAILROAD CROSSING AND THE STATION ON RIGHT, 19.1 M
 AB7613'(62.66 FT) NORTHWEST OF THE INTERSECTION OF THE WEST RAIL AND NORTH
 AB7613'EDGE OF PAVEMENT, 15.2 M (49.87 FT) NORTH OF THE CENTERLINE OF ROAD,
 AB7613'AND 1.3 M (4.27 FT) SOUTHWEST OF A CARSONITE WITNESS POST, STATION
 AB7613'PROJECTS 0.3 M (0.98 FT), AND IS SURROUNDED BY 4 STEEL POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4293 ***********************************************************************
 RD4293  DESIGNATION -  10008
 RD4293  PID         -  RD4293
 RD4293  STATE/COUNTY-  WA/CLARK
 RD4293  USGS QUAD   -  ORCHARDS (1990)
 RD4293
 RD4293                         *CURRENT SURVEY CONTROL
 RD4293  ___________________________________________________________________
 RD4293* NAD 83(1986)-  45 41 38.     (N)    122 33 09.     (W)     SCALED    
 RD4293* NAVD 88     -        81.704  (meters)     268.06   (feet)  ADJUSTED  
 RD4293  ___________________________________________________________________
 RD4293  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 RD4293  DYNAMIC HT  -          81.704 (meters)     268.06  (feet)  COMP
 RD4293  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 RD4293
 RD4293  VERT ORDER  -  SECOND    CLASS II
 RD4293
 RD4293.The horizontal coordinates were scaled from a topographic map and have
 RD4293.an estimated accuracy of +/- 6 seconds.
 RD4293
 RD4293.The orthometric height was determined by differential leveling
 RD4293.and adjusted by the National Geodetic Survey in April 1995..
 RD4293
 RD4293.The geoid height was determined by GEOID03.
 RD4293
 RD4293.The dynamic height is computed by dividing the NAVD 88
 RD4293.geopotential number by the normal gravity value computed on the
 RD4293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4293.degrees latitude (g = 980.6199 gals.).
 RD4293
 RD4293.The modeled gravity was interpolated from observed gravity values.
 RD4293
 RD4293;                    North         East    Units  Estimated Accuracy
 RD4293;SPC WA S     -    42,160.      340,150.      MT  (+/- 180 meters Scaled)
 RD4293
 RD4293                          SUPERSEDED SURVEY CONTROL
 RD4293
 RD4293  NGVD 29 (03/17/92)   80.653  (m)          264.61   (f) ADJUSTED    2 2
 RD4293
 RD4293.Superseded values are not recommended for survey control.
 RD4293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4293.See file dsdata.txt to determine how the superseded data were derived.
 RD4293
 RD4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348601(NAD 83)
 RD4293_MARKER: DB = BENCH MARK DISK
 RD4293_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4293_SP_SET: TOP OF CURB
 RD4293_STAMPING: 10008  1990
 RD4293_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4293+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 RD4293
 RD4293  HISTORY     - Date     Condition        Report By
 RD4293  HISTORY     - 1990     MONUMENTED       WA-011
 RD4293  HISTORY     - 20040311 GOOD             USPSQD
 RD4293  HISTORY     - 20050406 GOOD             USPSQD
 RD4293  HISTORY     - 20050416 GOOD             USPSQD
 RD4293  HISTORY     - 20060523 GOOD             USPSQD
 RD4293
 RD4293                          STATION DESCRIPTION
 RD4293
 RD4293'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4293'IN TOP OF WEST CURB OF N.E. 117TH AVE (SR-503),1.8 MILES NORTH OF
 RD4293'INTERSECTION OF SR-500, FOURTH PLAIN ROAD, AND SR-503, IN FRONT OF
 RD4293'RESIDENCE AT 10008 N.E. 117TH AVENUE, 11 FT (3.4 M) SOUTH OF
 RD4293'PROJECTED NORTH LINE OF HOUSE,  80.7 FT (24.6 M) NORTH OF POWER POLE
 RD4293'NO. PUD 14256SET 1 3/8 IN DIAM DOMED BRASS DISK
 RD4293
 RD4293                          STATION RECOVERY (2004)
 RD4293
 RD4293'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4293'RECOVERED IN GOOD CONDITION.
 RD4293
 RD4293                          STATION RECOVERY (2005)
 RD4293
 RD4293'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4293'RECOVERED IN GOOD CONDITION.
 RD4293
 RD4293                          STATION RECOVERY (2005)
 RD4293
 RD4293'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4293'RECOVERED IN GOOD CONDITION.
 RD4293
 RD4293                          STATION RECOVERY (2006)
 RD4293
 RD4293'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0632 ***********************************************************************
 SW0632  DESIGNATION -  1003
 SW0632  PID         -  SW0632
 SW0632  STATE/COUNTY-  WA/GRANT
 SW0632  USGS QUAD   -  APPLEDALE (1976)
 SW0632
 SW0632                         *CURRENT SURVEY CONTROL
 SW0632  ___________________________________________________________________
 SW0632* NAD 83(1986)-  47 15 12.     (N)    119 58 03.     (W)     SCALED    
 SW0632* NAVD 88     -       364.77   (+/-2cm)    1196.7    (feet)  VERTCON   
 SW0632  ___________________________________________________________________
 SW0632  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SW0632
 SW0632  VERT ORDER  -  ? (See Below)
 SW0632
 SW0632.The horizontal coordinates were scaled from a topographic map and have
 SW0632.an estimated accuracy of +/- 6 seconds.
 SW0632
 SW0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0632.The vertical order pertains to the NGVD 29 superseded value.
 SW0632
 SW0632.The geoid height was determined by GEOID03.
 SW0632
 SW0632;                    North         East    Units  Estimated Accuracy
 SW0632;SPC WA S     -   213,550.      540,310.      MT  (+/- 180 meters Scaled)
 SW0632
 SW0632                          SUPERSEDED SURVEY CONTROL
 SW0632
 SW0632  NGVD 29 (??/??/92)  363.616  (m)         1192.96   (f) ADJ UNCH    ?  
 SW0632
 SW0632.Superseded values are not recommended for survey control.
 SW0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0632.See file dsdata.txt to determine how the superseded data were derived.
 SW0632
 SW0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN754375(NAD 83)
 SW0632_MARKER: N = NAIL
 SW0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0632_SP_SET: SIGNAL BASE
 SW0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0632
 SW0632  HISTORY     - Date     Condition        Report By
 SW0632  HISTORY     - UNK      MONUMENTED       BOR
 SW0632  HISTORY     - 1944     GOOD             NGS
 SW0632  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0632
 SW0632                          STATION DESCRIPTION
 SW0632
 SW0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SW0632'6.2 MI W FROM QUINCY.
 SW0632'6.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM QUINCY, GRANT
 SW0632'COUNTY, AT THE EAST END OF TUNNEL 11-1/10, AND IN THE BASE OF SIGNAL
 SW0632'1621.8.  A NAIL.  NOTE-- THERE IS NO SIGNAL AT THE EAST END OF THE
 SW0632'TUNNEL NOW.
 SW0632
 SW0632                          STATION RECOVERY (1968)
 SW0632
 SW0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0742 ***********************************************************************
 SA0742  DESIGNATION -  1015 RESET
 SA0742  PID         -  SA0742
 SA0742  STATE/COUNTY-  WA/FRANKLIN
 SA0742  USGS QUAD   -  EAGLE LAKES (1986)
 SA0742
 SA0742                         *CURRENT SURVEY CONTROL
 SA0742  ___________________________________________________________________
 SA0742* NAD 83(1986)-  46 41 39.     (N)    119 10 34.     (W)     SCALED    
 SA0742* NAVD 88     -       310.53   (+/-2cm)    1018.8    (feet)  VERTCON   
 SA0742  ___________________________________________________________________
 SA0742  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SA0742
 SA0742  VERT ORDER  -  ? (See Below)
 SA0742
 SA0742.The horizontal coordinates were scaled from a topographic map and have
 SA0742.an estimated accuracy of +/- 6 seconds.
 SA0742
 SA0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0742.The vertical order pertains to the NGVD 29 superseded value.
 SA0742
 SA0742.The geoid height was determined by GEOID03.
 SA0742
 SA0742;                    North         East    Units  Estimated Accuracy
 SA0742;SPC WA S     -   152,110.      601,250.      MT  (+/- 180 meters Scaled)
 SA0742
 SA0742                          SUPERSEDED SURVEY CONTROL
 SA0742
 SA0742  NGVD 29 (??/??/92)  309.423  (m)         1015.17   (f) ADJ UNCH    ?  
 SA0742
 SA0742.Superseded values are not recommended for survey control.
 SA0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0742.See file dsdata.txt to determine how the superseded data were derived.
 SA0742
 SA0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM336734(NAD 83)
 SA0742_MARKER: P = PIPE CAP
 SA0742_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0742_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0742_STAMPING: 1015 WASH 1922
 SA0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0742
 SA0742  HISTORY     - Date     Condition        Report By
 SA0742  HISTORY     - 1922     MONUMENTED       LOCENG
 SA0742  HISTORY     - 1967     GOOD             NGS
 SA0742
 SA0742                          STATION DESCRIPTION
 SA0742
 SA0742'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1922
 SA0742'9 MI S FROM OTHELLO.
 SA0742'9 MILES SOUTH ALONG A ROAD FROM OTHELLO, 3 MILES NORTH OF BENCH MARK K
 SA0742'32, NEAR SECTION CORNERS 16, 15, 21 AND 22, T. 14 N., R. 29 E., 24
 SA0742'FEET EAST OF THE CENTERLINE OF THE ROAD AND 9 FEET SOUTHWEST OF A
 SA0742'FENCE CORNER.  A STANDARD U.S. GEOLOGICAL SURVEY CAP RIVETED ON THE
 SA0742'TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- THE FRANKLIN COUNTY HIGHWAY
 SA0742'ENGINEERING DEPARTMENT MOVED THE MARK 65 FEET SOUTH OF ITS ORIGINAL
 SA0742'LOCATION AND RESET IT 1.0 FOOT LOWER IN ELEVATION.
 SA0742
 SA0742                          STATION RECOVERY (1967)
 SA0742
 SA0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0738 ***********************************************************************
 SA0738  DESIGNATION -  1021
 SA0738  PID         -  SA0738
 SA0738  STATE/COUNTY-  WA/ADAMS
 SA0738  USGS QUAD   -  OTHELLO (1979)
 SA0738
 SA0738                         *CURRENT SURVEY CONTROL
 SA0738  ___________________________________________________________________
 SA0738* NAD 83(1986)-  46 46 57.     (N)    119 10 37.     (W)     SCALED    
 SA0738* NAVD 88     -       312.34   (+/-2cm)    1024.7    (feet)  VERTCON   
 SA0738  ___________________________________________________________________
 SA0738  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 SA0738
 SA0738  VERT ORDER  -  ? (See Below)
 SA0738
 SA0738.The horizontal coordinates were scaled from a topographic map and have
 SA0738.an estimated accuracy of +/- 6 seconds.
 SA0738
 SA0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0738.The vertical order pertains to the NGVD 29 superseded value.
 SA0738
 SA0738.The geoid height was determined by GEOID03.
 SA0738
 SA0738;                    North         East    Units  Estimated Accuracy
 SA0738;SPC WA S     -   161,920.      601,020.      MT  (+/- 180 meters Scaled)
 SA0738
 SA0738                          SUPERSEDED SURVEY CONTROL
 SA0738
 SA0738  NGVD 29 (??/??/92)  311.222  (m)         1021.07   (f) ADJ UNCH    ?  
 SA0738
 SA0738.Superseded values are not recommended for survey control.
 SA0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0738.See file dsdata.txt to determine how the superseded data were derived.
 SA0738
 SA0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM338832(NAD 83)
 SA0738_MARKER: P = PIPE CAP
 SA0738_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0738_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0738_STAMPING: 1922 1021
 SA0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0738
 SA0738  HISTORY     - Date     Condition        Report By
 SA0738  HISTORY     - 1922     MONUMENTED       USGS
 SA0738  HISTORY     - 1967     GOOD             NGS
 SA0738
 SA0738                          STATION DESCRIPTION
 SA0738
 SA0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA0738'3 MI S FROM OTHELLO.
 SA0738'THE MARK IS IN THE SOUTHEAST CORNER OF SECTION 16, T15N, R29E, 31 FEET
 SA0738'WEST OF THE CENTER OF STATE HIGHWAY 24, 33 FEET NORTH OF THE CENTER OF
 SA0738'A GRAVEL ROAD AND 10 FEET EAST-NORTHEAST OF A POWER POLE. THE MARK IS
 SA0738'A U. S. GEOLOGICAL SURVEY CAP RIVETED TO THE TOP OF A 3 1/2 INCH PIPE
 SA0738'WHICH PROJECTS 8 INCHES.  A METAL WITNESS POST WAS SET 6 INCHES WEST
 SA0738'OF THE MARK.  (THE PIPE APPEARS TO BE TILTED SLIGHTLY TO THE
 SA0738'NORTHWEST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4272 ***********************************************************************
 RD4272  DESIGNATION -  10220
 RD4272  PID         -  RD4272
 RD4272  STATE/COUNTY-  WA/CLARK
 RD4272  USGS QUAD   -  BATTLE GROUND (1990)
 RD4272
 RD4272                         *CURRENT SURVEY CONTROL
 RD4272  ___________________________________________________________________
 RD4272* NAD 83(1986)-  45 46 50.     (N)    122 34 07.     (W)     SCALED    
 RD4272* NAVD 88     -        82.590  (meters)     270.96   (feet)  ADJUSTED  
 RD4272  ___________________________________________________________________
 RD4272  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 RD4272  DYNAMIC HT  -          82.590 (meters)     270.96  (feet)  COMP
 RD4272  MODELED GRAV-     980,618.4   (mgal)                       NAVD 88
 RD4272
 RD4272  VERT ORDER  -  SECOND    CLASS II
 RD4272
 RD4272.The horizontal coordinates were scaled from a topographic map and have
 RD4272.an estimated accuracy of +/- 6 seconds.
 RD4272
 RD4272.The orthometric height was determined by differential leveling
 RD4272.and adjusted by the National Geodetic Survey in April 1995..
 RD4272
 RD4272.The geoid height was determined by GEOID03.
 RD4272
 RD4272.The dynamic height is computed by dividing the NAVD 88
 RD4272.geopotential number by the normal gravity value computed on the
 RD4272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4272.degrees latitude (g = 980.6199 gals.).
 RD4272
 RD4272.The modeled gravity was interpolated from observed gravity values.
 RD4272
 RD4272;                    North         East    Units  Estimated Accuracy
 RD4272;SPC WA S     -    51,820.      339,140.      MT  (+/- 180 meters Scaled)
 RD4272
 RD4272                          SUPERSEDED SURVEY CONTROL
 RD4272
 RD4272  NGVD 29 (03/17/92)   81.534  (m)          267.50   (f) ADJUSTED    2 2
 RD4272
 RD4272.Superseded values are not recommended for survey control.
 RD4272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4272.See file dsdata.txt to determine how the superseded data were derived.
 RD4272
 RD4272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER335697(NAD 83)
 RD4272_MARKER: DB = BENCH MARK DISK
 RD4272_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4272_SP_SET: PREFAB CONC. POST IN EARTH
 RD4272_STAMPING: 10220  1989
 RD4272_MARK LOGO: WA-011
 RD4272_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4272
 RD4272  HISTORY     - Date     Condition        Report By
 RD4272  HISTORY     - 1989     MONUMENTED       WA-011
 RD4272  HISTORY     - 20020323 POOR             USPSQD
 RD4272  HISTORY     - 20040523 MARK NOT FOUND   USPSQD
 RD4272
 RD4272                          STATION DESCRIPTION
 RD4272
 RD4272'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4272'NORTH OF CITY OF VANCOUVER, ALONG SR 502 (NE 219TH STREET), 1.648 KM
 RD4272'(1.024 MI) WEST OF INTERSECTION OF SR 503 AND SR 502 AT BATTLE
 RD4272'GROUND, 33.8 FT (10.3 M) EAST OF CENTERLINE OF NE 102ND AVENUE, 34.6
 RD4272'FT (10.5 M) NORTH OF CENTERLINE OF NE 219TH STREET, 2 FT (0.6 M)
 RD4272'SOUTH OF PROJECTED RIGHT OF WAY FENCE, 93.2 FT (28.4 M) WEST OF
 RD4272'TELEPHONE POLE NUMBER 49, 7.7 FT (2.3 M) WEST OF WOODEN FENCE CORNER
 RD4272'POST, SET 2 INCH DOMED BRASS DISK IN IRON PIPE IN CONCRETE MONUMENT.
 RD4272
 RD4272                          STATION RECOVERY (2002)
 RD4272
 RD4272'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RD4272'MARK DISTURBED, LAYING ON ITS SIDE.
 RD4272
 RD4272                          STATION RECOVERY (2004)
 RD4272
 RD4272'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 RD4272'MARK NOT FOUND. CAN ONLY ASSUME IT HAS BEEN LOST DUE TO 2004 ROAD
 RD4272'WIDENING PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0071 ***********************************************************************
 SY0071  DESIGNATION -  103 D WAHC
 SY0071  PID         -  SY0071
 SY0071  STATE/COUNTY-  WA/SNOHOMISH
 SY0071  USGS QUAD   -  EDMONDS EAST (1981)
 SY0071
 SY0071                         *CURRENT SURVEY CONTROL
 SY0071  ___________________________________________________________________
 SY0071* NAD 83(1986)-  47 51 44.     (N)    122 17 00.     (W)     SCALED    
 SY0071* NAVD 88     -       194.160  (meters)     637.01   (feet)  ADJUSTED  
 SY0071  ___________________________________________________________________
 SY0071  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0071  DYNAMIC HT  -         194.190 (meters)     637.11  (feet)  COMP
 SY0071  MODELED GRAV-     980,765.4   (mgal)                       NAVD 88
 SY0071
 SY0071  VERT ORDER  -  FIRST     CLASS II
 SY0071
 SY0071.The horizontal coordinates were scaled from a topographic map and have
 SY0071.an estimated accuracy of +/- 6 seconds.
 SY0071
 SY0071.The orthometric height was determined by differential leveling
 SY0071.and adjusted by the National Geodetic Survey in June 1991..
 SY0071
 SY0071.The geoid height was determined by GEOID03.
 SY0071
 SY0071.The dynamic height is computed by dividing the NAVD 88
 SY0071.geopotential number by the normal gravity value computed on the
 SY0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0071.degrees latitude (g = 980.6199 gals.).
 SY0071
 SY0071.The modeled gravity was interpolated from observed gravity values.
 SY0071
 SY0071;                    North         East    Units  Estimated Accuracy
 SY0071;SPC WA N     -    96,890.      391,520.      MT  (+/- 180 meters Scaled)
 SY0071
 SY0071                          SUPERSEDED SURVEY CONTROL
 SY0071
 SY0071  NGVD 29 (??/??/??)  193.052  (m)          633.37   (f) ADJUSTED    1 2
 SY0071
 SY0071.Superseded values are not recommended for survey control.
 SY0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0071.See file dsdata.txt to determine how the superseded data were derived.
 SY0071
 SY0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU536012(NAD 83)
 SY0071_MARKER: DD = SURVEY DISK
 SY0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0071_STAMPING: 103-D TS 31-132
 SY0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0071+STABILITY: SURFACE MOTION
 SY0071
 SY0071  HISTORY     - Date     Condition        Report By
 SY0071  HISTORY     - UNK      MONUMENTED       WAHC
 SY0071  HISTORY     - 1965     GOOD             CGS
 SY0071  HISTORY     - 1972     GOOD             NGS
 SY0071  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0071  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 SY0071
 SY0071                          STATION DESCRIPTION
 SY0071
 SY0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0071'8.55 MI S FROM EVERETT.
 SY0071'8.55 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM SOUTH JUNIOR HIGH SCHOOL
 SY0071'AT EVERETT, IN LINE WITH THE EXTENDED CENTER LINE OF A PRIVATE
 SY0071'DRIVEWAY WEST, AT THE NORTHWEST EDGE OF THE PAVEMENT OF THE HIGHWAY,
 SY0071'117.6 FEET SOUTH OF THE SOUTH CORNER OF BROWNS HATCHERY AND FEED
 SY0071'STORE, 27 1/2 FEET SOUTHEAST OF POWER POLE P 165, 11.6 FEET NORTHWEST
 SY0071'OF THE CENTER LINE OF THE NORTHWEST LANES OF THE HIGHWAY, ABOUT LEVEL
 SY0071'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.3 FOOT
 SY0071'UNDERGROUND.  NOTE-- A NEW MARK (103 D RESET) WAS ESTABLISHED ABOUT 25
 SY0071'YDS. WEST OF THIS MARK.  ORIGINAL BM LEFT IN PLACE.
 SY0071
 SY0071                          STATION RECOVERY (1972)
 SY0071
 SY0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 SY0071'RECOVERED IN GOOD CONDITION.
 SY0071
 SY0071                          STATION RECOVERY (1988)
 SY0071
 SY0071'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEH)
 SY0071'MARK NOT FOUND.
 SY0071
 SY0071                          STATION RECOVERY (2005)
 SY0071
 SY0071'RECOVERY NOTE BY US POWER SQUADRON 2005 (SWW)
 SY0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0072 ***********************************************************************
 SY0072  DESIGNATION -  103 D WAHC RESET 1972
 SY0072  PID         -  SY0072
 SY0072  STATE/COUNTY-  WA/SNOHOMISH
 SY0072  USGS QUAD   -  EDMONDS EAST (1981)
 SY0072
 SY0072                         *CURRENT SURVEY CONTROL
 SY0072  ___________________________________________________________________
 SY0072* NAD 83(1986)-  47 51 45.     (N)    122 17 01.     (W)     SCALED    
 SY0072* NAVD 88     -       194.902  (meters)     639.44   (feet)  ADJUSTED  
 SY0072  ___________________________________________________________________
 SY0072  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0072  DYNAMIC HT  -         194.932 (meters)     639.54  (feet)  COMP
 SY0072  MODELED GRAV-     980,765.4   (mgal)                       NAVD 88
 SY0072
 SY0072  VERT ORDER  -  FIRST     CLASS I
 SY0072
 SY0072.The horizontal coordinates were scaled from a topographic map and have
 SY0072.an estimated accuracy of +/- 6 seconds.
 SY0072
 SY0072.The orthometric height was determined by differential leveling
 SY0072.and adjusted by the National Geodetic Survey in June 1991..
 SY0072
 SY0072.The geoid height was determined by GEOID03.
 SY0072
 SY0072.The dynamic height is computed by dividing the NAVD 88
 SY0072.geopotential number by the normal gravity value computed on the
 SY0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0072.degrees latitude (g = 980.6199 gals.).
 SY0072
 SY0072.The modeled gravity was interpolated from observed gravity values.
 SY0072
 SY0072;                    North         East    Units  Estimated Accuracy
 SY0072;SPC WA N     -    96,920.      391,500.      MT  (+/- 180 meters Scaled)
 SY0072
 SY0072                          SUPERSEDED SURVEY CONTROL
 SY0072
 SY0072  NGVD 29 (??/??/??)  193.794  (m)          635.81   (f) ADJUSTED    1 1
 SY0072
 SY0072.Superseded values are not recommended for survey control.
 SY0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0072.See file dsdata.txt to determine how the superseded data were derived.
 SY0072
 SY0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU535012(NAD 83)
 SY0072_MARKER: DD = SURVEY DISK
 SY0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0072_STAMPING: 103 D RESET 1972
 SY0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0072+STABILITY: SURFACE MOTION
 SY0072
 SY0072  HISTORY     - Date     Condition        Report By
 SY0072  HISTORY     - 1972     MONUMENTED       WAHC
 SY0072  HISTORY     - 1973     GOOD             NGS
 SY0072  HISTORY     - 20050514 MARK NOT FOUND   GEOCAC
 SY0072
 SY0072                          STATION DESCRIPTION
 SY0072
 SY0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0072'7.65 MI S FROM EVERETT.
 SY0072'4.2 MILES SOUTH ALONG EVERGREEN WAY FROM THE JUNCTION OF 44TH STREET
 SY0072'AT EVERETT, THENCE 3.45 MILES SOUTHWEST ALONG STATE HIGHWAY 99, 0.2
 SY0072'MILE SOUTHWEST OF THE JUNCTION OF 148TH STREET SOUTHWEST, 144.6 FEET
 SY0072'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF HIGH POINT FEED AND GARDEN
 SY0072'CENTER STORE AT 14920 HIGHWAY 99, 70 1/2 FEET NORTHWEST OF THE CENTER
 SY0072'LINE OF THE NORTHWEST LANES OF THE HIGHWAY, 58 1/2 FEET WEST OF POWER
 SY0072'POLE P 165 WITH A LIGHT, 2 1/2 FEET NORTHEAST OF A FENCE CORNER, 1.0
 SY0072'FOOT SOUTHEAST OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, SET
 SY0072'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SY0072'1/4, SEC 3, T27N, R4E.
 SY0072
 SY0072                          STATION RECOVERY (2005)
 SY0072
 SY0072'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY0072'POWER POLE P165 FOUND AS DESCRIBED.  A NEW AUTO REPAIR BUSINESS IS AT
 SY0072'THIS LOCATION IF THE MARK IS 58 1/2 FEET WEST OF THE POWER POLE, IT
 SY0072'WOULD BE INSIDE THEIR BUILDING OR UNDER THIER DRIVEWAY.  THERE IS A
 SY0072'WITNESS POST 2 METERS SOUTH OF THE POWER POLE, BUT NO MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1373 ***********************************************************************
 SA1373  DESIGNATION -  1030
 SA1373  PID         -  SA1373
 SA1373  STATE/COUNTY-  WA/BENTON
 SA1373  USGS QUAD   -  WHITSTRAN (1965)
 SA1373
 SA1373                         *CURRENT SURVEY CONTROL
 SA1373  ___________________________________________________________________
 SA1373* NAD 83(1986)-  46 07 40.     (N)    119 38 35.     (W)     SCALED    
 SA1373* NAVD 88     -       314.922  (meters)    1033.21   (feet)  ADJUSTED  
 SA1373  ___________________________________________________________________
 SA1373  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA1373  DYNAMIC HT  -         314.924 (meters)    1033.21  (feet)  COMP
 SA1373  MODELED GRAV-     980,611.6   (mgal)                       NAVD 88
 SA1373
 SA1373  VERT ORDER  -  SECOND    CLASS 0
 SA1373
 SA1373.The horizontal coordinates were scaled from a topographic map and have
 SA1373.an estimated accuracy of +/- 6 seconds.
 SA1373
 SA1373.The orthometric height was determined by differential leveling
 SA1373.and adjusted by the National Geodetic Survey in June 1991..
 SA1373
 SA1373.The geoid height was determined by GEOID03.
 SA1373
 SA1373.The dynamic height is computed by dividing the NAVD 88
 SA1373.geopotential number by the normal gravity value computed on the
 SA1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1373.degrees latitude (g = 980.6199 gals.).
 SA1373
 SA1373.The modeled gravity was interpolated from observed gravity values.
 SA1373
 SA1373;                    North         East    Units  Estimated Accuracy
 SA1373;SPC WA S     -    88,660.      566,220.      MT  (+/- 180 meters Scaled)
 SA1373
 SA1373                          SUPERSEDED SURVEY CONTROL
 SA1373
 SA1373  NGVD 29 (??/??/92)  313.877  (m)         1029.78   (f) ADJ UNCH    2 0
 SA1373
 SA1373.Superseded values are not recommended for survey control.
 SA1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1373.See file dsdata.txt to determine how the superseded data were derived.
 SA1373
 SA1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM958116(NAD 83)
 SA1373_MARKER: P = PIPE CAP
 SA1373_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1373_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1373_STAMPING: 1030 WASH 1915
 SA1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1373
 SA1373  HISTORY     - Date     Condition        Report By
 SA1373  HISTORY     - 1915     MONUMENTED       USGS
 SA1373  HISTORY     - 1950     GOOD             NGS
 SA1373  HISTORY     - 1982     MARK NOT FOUND   NGS
 SA1373
 SA1373                          STATION DESCRIPTION
 SA1373
 SA1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SA1373'12.0 MI SE FROM PROSSER.
 SA1373'ABOUT 6.0 MILES SOUTH ALONG KINNEY WAY AND LINCOLN ROAD FROM THE
 SA1373'PROSSER ELEMENTARY SCHOOL, THENCE 6.0 MILES EAST ALONG SELLARDS ROAD,
 SA1373'2.0 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 8 E, AT THE SOUTHEAST
 SA1373'CORNER OF A CULTIVATED FIELD, 87.5 FEET NORTHWEST OF B M U 268, 61.7
 SA1373'FEET WEST OF A POWER LINE POLE, 34.0 FEET NORTH OF THE CENTER LINE OF
 SA1373'THE ROAD, 1.3 FEET SOUTHEAST OF A WITNESS POST, 1/2 FOOT HIGHER THAN
 SA1373'THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4
 SA1373'FOOT ABOVE THE GROUND.
 SA1373
 SA1373                          STATION RECOVERY (1982)
 SA1373
 SA1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA1373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0724 ***********************************************************************
 SA0724  DESIGNATION -  1038
 SA0724  PID         -  SA0724
 SA0724  STATE/COUNTY-  WA/ADAMS
 SA0724  USGS QUAD   -  OTHELLO (1979)
 SA0724
 SA0724                         *CURRENT SURVEY CONTROL
 SA0724  ___________________________________________________________________
 SA0724* NAD 83(1986)-  46 49 33.     (N)    119 10 43.     (W)     SCALED    
 SA0724* NAVD 88     -       317.473  (meters)    1041.58   (feet)  ADJUSTED  
 SA0724  ___________________________________________________________________
 SA0724  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 SA0724  DYNAMIC HT  -         317.490 (meters)    1041.63  (feet)  COMP
 SA0724  MODELED GRAV-     980,659.6   (mgal)                       NAVD 88
 SA0724
 SA0724  VERT ORDER  -  SECOND    CLASS 0
 SA0724
 SA0724.The horizontal coordinates were scaled from a topographic map and have
 SA0724.an estimated accuracy of +/- 6 seconds.
 SA0724
 SA0724.The orthometric height was determined by differential leveling
 SA0724.and adjusted by the National Geodetic Survey in June 1991..
 SA0724
 SA0724.The geoid height was determined by GEOID03.
 SA0724
 SA0724.The dynamic height is computed by dividing the NAVD 88
 SA0724.geopotential number by the normal gravity value computed on the
 SA0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0724.degrees latitude (g = 980.6199 gals.).
 SA0724
 SA0724.The modeled gravity was interpolated from observed gravity values.
 SA0724
 SA0724;                    North         East    Units  Estimated Accuracy
 SA0724;SPC WA S     -   166,740.      600,810.      MT  (+/- 180 meters Scaled)
 SA0724
 SA0724                          SUPERSEDED SURVEY CONTROL
 SA0724
 SA0724  NGVD 29 (??/??/92)  316.349  (m)         1037.89   (f) ADJ UNCH    2 0
 SA0724
 SA0724.Superseded values are not recommended for survey control.
 SA0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0724.See file dsdata.txt to determine how the superseded data were derived.
 SA0724
 SA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM338881(NAD 83)
 SA0724_MARKER: P = PIPE CAP
 SA0724_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0724_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0724_STAMPING: 1038 WASH 1916
 SA0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0724
 SA0724  HISTORY     - Date     Condition        Report By
 SA0724  HISTORY     - 1916     MONUMENTED       USGS
 SA0724  HISTORY     - 1948     GOOD             NGS
 SA0724
 SA0724                          STATION DESCRIPTION
 SA0724
 SA0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SA0724'IN OTHELLO.
 SA0724'AT OTHELLO, ADAMS COUNTY, 106 FEET NORTH OF THE CHICAGO, MILWAUKEE,
 SA0724'ST. PAUL AND PACIFIC RAILROAD STATION, AT THE SOUTH EDGE OF A GRASS
 SA0724'PLOT, AND 38 FEET WEST OF THE MAIN TRACK.  A USGS STANDARD CAP STAMPED
 SA0724'1038 WASH 1916 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0427 ***********************************************************************
 SW0427  DESIGNATION -  1040 BOR
 SW0427  PID         -  SW0427
 SW0427  STATE/COUNTY-  WA/OKANOGAN
 SW0427  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW0427
 SW0427                         *CURRENT SURVEY CONTROL
 SW0427  ___________________________________________________________________
 SW0427* NAD 83(1986)-  47 58 16.     (N)    118 58 48.     (W)     SCALED    
 SW0427* NAVD 88     -       317.919  (meters)    1043.04   (feet)  ADJUSTED  
 SW0427  ___________________________________________________________________
 SW0427  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 SW0427  DYNAMIC HT  -         317.953 (meters)    1043.15  (feet)  COMP
 SW0427  MODELED GRAV-     980,711.0   (mgal)                       NAVD 88
 SW0427
 SW0427  VERT ORDER  -  SECOND    CLASS 0
 SW0427
 SW0427.The horizontal coordinates were scaled from a topographic map and have
 SW0427.an estimated accuracy of +/- 6 seconds.
 SW0427
 SW0427.The orthometric height was determined by differential leveling
 SW0427.and adjusted by the National Geodetic Survey in June 1991..
 SW0427
 SW0427.The geoid height was determined by GEOID03.
 SW0427
 SW0427.The dynamic height is computed by dividing the NAVD 88
 SW0427.geopotential number by the normal gravity value computed on the
 SW0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0427.degrees latitude (g = 980.6199 gals.).
 SW0427
 SW0427.The modeled gravity was interpolated from observed gravity values.
 SW0427
 SW0427;                    North         East    Units  Estimated Accuracy
 SW0427;SPC WA N     -   109,640.      638,360.      MT  (+/- 180 meters Scaled)
 SW0427
 SW0427                          SUPERSEDED SURVEY CONTROL
 SW0427
 SW0427  NGVD 29 (??/??/92)  316.720  (m)         1039.11   (f) ADJ UNCH    2 0
 SW0427
 SW0427.Superseded values are not recommended for survey control.
 SW0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0427.See file dsdata.txt to determine how the superseded data were derived.
 SW0427
 SW0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP522149(NAD 83)
 SW0427_MARKER: DD = SURVEY DISK
 SW0427_SETTING: 66 = SET IN ROCK OUTCROP
 SW0427_SP_SET: ROCK OUTCROP
 SW0427_STAMPING: 1040.508 N.E. RIVER CROSSING 2
 SW0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0427+STABILITY: POSITION/ELEVATION WELL
 SW0427
 SW0427  HISTORY     - Date     Condition        Report By
 SW0427  HISTORY     - UNK      MONUMENTED       BOR
 SW0427  HISTORY     - 1966     GOOD             NGS
 SW0427  HISTORY     - 1981     MARK NOT FOUND   NGS
 SW0427
 SW0427                          STATION DESCRIPTION
 SW0427
 SW0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0427'IN COULEE DAM.
 SW0427'REACHED FROM THE INTERSECTION OF RIVER DRIVE AND ROOSEVELT WAY AT THE
 SW0427'EASTERN END OF THE STEEL BRIDGE OVER THE COLUMBIA RIVER AT COULEE DAM
 SW0427'BY GOING NORTH ON RIVER DRIVE FOR 0.2 MILE TO A Y.  KEEP LEFT,
 SW0427'DOWNHILL, ON OLD HIGHWAY FOR 0.15 MILE TO A GRAVEL SIDE ROAD RIGHT, 50
 SW0427'YARDS NORTH OF A GASOLINE BULK PLANT AND THE MARK ON THE RIGHT. THE
 SW0427'MARK IS A BUREAU OF RECLAMATION B.M. DISK SET IN A 4-FOOT LONG LAVA
 SW0427'OUTCROP WHICH PROJECTS 18 INCHES ON THE NORTHWEST SIDE.  IT IS ON THE
 SW0427'NORTHWEST SLOPE OF A HILL, ABOUT 50 FEET BELOW THE NEW HIGHWAY AND 40
 SW0427'FEET ABOVE THE RIVER, 50 YARDS NORTHEAST OF PHILLIPS 66 GAS STORAGE
 SW0427'TANKS, 20 YARDS SOUTHEAST OF THE INTERSECTION OF THE BLACKTOP ROAD AND
 SW0427'THE GRAVEL SIDE ROAD, 18 YARDS EAST OF THE CENTER OF THE BLACKTOP
 SW0427'ROAD, 8 YARDS SOUTH OF AN IRON SEWER-MANHOLE COVER, 10 FEET ABOVE THE
 SW0427'BLACKTOP ROAD AND ABOUT 3 FEET ABOVE THE MANHOLE COVER.
 SW0427
 SW0427                          STATION RECOVERY (1981)
 SW0427
 SW0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0427'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0773 ***********************************************************************
 SX0773  DESIGNATION -  1046 T
 SX0773  PID         -  SX0773
 SX0773  STATE/COUNTY-  WA/KING
 SX0773  USGS QUAD   -  EAGLE GORGE (1993)
 SX0773
 SX0773                         *CURRENT SURVEY CONTROL
 SX0773  ___________________________________________________________________
 SX0773* NAD 83(1986)-  47 16 42.     (N)    121 47 15.     (W)     SCALED    
 SX0773* NAVD 88     -       320.142  (meters)    1050.33   (feet)  ADJUSTED  
 SX0773  ___________________________________________________________________
 SX0773  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SX0773  DYNAMIC HT  -         320.162 (meters)    1050.40  (feet)  COMP
 SX0773  MODELED GRAV-     980,668.8   (mgal)                       NAVD 88
 SX0773
 SX0773  VERT ORDER  -  FIRST     CLASS II
 SX0773
 SX0773.The horizontal coordinates were scaled from a topographic map and have
 SX0773.an estimated accuracy of +/- 6 seconds.
 SX0773
 SX0773.The orthometric height was determined by differential leveling
 SX0773.and adjusted by the National Geodetic Survey in June 1991..
 SX0773
 SX0773.The geoid height was determined by GEOID03.
 SX0773
 SX0773.The dynamic height is computed by dividing the NAVD 88
 SX0773.geopotential number by the normal gravity value computed on the
 SX0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0773.degrees latitude (g = 980.6199 gals.).
 SX0773
 SX0773.The modeled gravity was interpolated from observed gravity values.
 SX0773
 SX0773;                    North         East    Units  Estimated Accuracy
 SX0773;SPC WA N     -    31,390.      427,810.      MT  (+/- 180 meters Scaled)
 SX0773
 SX0773                          SUPERSEDED SURVEY CONTROL
 SX0773
 SX0773  NGVD 29 (??/??/92)  319.030  (m)         1046.68   (f) ADJ UNCH    1 2
 SX0773
 SX0773.Superseded values are not recommended for survey control.
 SX0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0773.See file dsdata.txt to determine how the superseded data were derived.
 SX0773
 SX0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET917368(NAD 83)
 SX0773_MARKER: B = BOLT
 SX0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0773_SP_SET: ABUTMENT
 SX0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0773
 SX0773  HISTORY     - Date     Condition        Report By
 SX0773  HISTORY     - UNK      MONUMENTED       USGS
 SX0773  HISTORY     - 1944     GOOD             NGS
 SX0773
 SX0773                          STATION DESCRIPTION
 SX0773
 SX0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX0773'1.2 MI NW FROM EAGLE GORGE.
 SX0773'1.2 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0773'STATION AT EAGLE GORGE, KING COUNTY, 40 FEET WEST OF THE WEST PORTAL
 SX0773'OF TUNNEL 7, AT STEEL TRUSS BRIDGE NO. 75 (SIXTH CROSSING OF GREEN
 SX0773'RIVER), ON THE SOUTH CONCRETE ABUTMENT TO THE EAST APPROACH SPAN, 4
 SX0773'FEET SOUTH OF THE SOUTH RAIL, 2 FEET EAST OF THE WEST EDGE OF THE
 SX0773'ABUTMENT, AND 2 FEET NORTH OF THE SOUTH EDGE.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4292 ***********************************************************************
 RD4292  DESIGNATION -  10500
 RD4292  PID         -  RD4292
 RD4292  STATE/COUNTY-  WA/CLARK
 RD4292  USGS QUAD   -  ORCHARDS (1990)
 RD4292
 RD4292                         *CURRENT SURVEY CONTROL
 RD4292  ___________________________________________________________________
 RD4292* NAD 83(1986)-  45 41 49.     (N)    122 33 09.     (W)     SCALED    
 RD4292* NAVD 88     -        79.645  (meters)     261.30   (feet)  ADJUSTED  
 RD4292  ___________________________________________________________________
 RD4292  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 RD4292  DYNAMIC HT  -          79.645 (meters)     261.30  (feet)  COMP
 RD4292  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 RD4292
 RD4292  VERT ORDER  -  SECOND    CLASS II
 RD4292
 RD4292.The horizontal coordinates were scaled from a topographic map and have
 RD4292.an estimated accuracy of +/- 6 seconds.
 RD4292
 RD4292.The orthometric height was determined by differential leveling
 RD4292.and adjusted by the National Geodetic Survey in April 1995..
 RD4292
 RD4292.The geoid height was determined by GEOID03.
 RD4292
 RD4292.The dynamic height is computed by dividing the NAVD 88
 RD4292.geopotential number by the normal gravity value computed on the
 RD4292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4292.degrees latitude (g = 980.6199 gals.).
 RD4292
 RD4292.The modeled gravity was interpolated from observed gravity values.
 RD4292
 RD4292;                    North         East    Units  Estimated Accuracy
 RD4292;SPC WA S     -    42,500.      340,150.      MT  (+/- 180 meters Scaled)
 RD4292
 RD4292                          SUPERSEDED SURVEY CONTROL
 RD4292
 RD4292  NGVD 29 (03/17/92)   78.594  (m)          257.85   (f) ADJUSTED    2 2
 RD4292
 RD4292.Superseded values are not recommended for survey control.
 RD4292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4292.See file dsdata.txt to determine how the superseded data were derived.
 RD4292
 RD4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348604(NAD 83)
 RD4292_MARKER: DB = BENCH MARK DISK
 RD4292_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4292_SP_SET: TOP OF CURB
 RD4292_STAMPING: 10500  1990
 RD4292_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4292+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 RD4292
 RD4292  HISTORY     - Date     Condition        Report By
 RD4292  HISTORY     - 1990     MONUMENTED       WA-011
 RD4292  HISTORY     - 20040311 GOOD             USPSQD
 RD4292  HISTORY     - 20050406 GOOD             USPSQD
 RD4292  HISTORY     - 20050416 GOOD             USPSQD
 RD4292  HISTORY     - 20060523 GOOD             USPSQD
 RD4292
 RD4292                          STATION DESCRIPTION
 RD4292
 RD4292'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4292'IN TOP OF WEST CURB OF N.E. 117TH AVE (SR-503),2.0 MILES NORTH OF
 RD4292'INTERSECTION OF SR-500, FOURTH PLAIN ROAD, AND SR-503, NEAR RESIDENCE
 RD4292'AT 10500 N.E. 117TH AVENUE, 121 FT (36.9 M) SOUTH OF CENTERLINE OF
 RD4292'DRIVEWAY TO HOUSE,  38.7 FT (11.8 M) SOUTH OF POWER POLE NO. PUD
 RD4292'14249.SET 1 3/8 IN DIAM DOMED BRASS DISK
 RD4292
 RD4292                          STATION RECOVERY (2004)
 RD4292
 RD4292'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4292'RECOVERED IN GOOD CONDITION.
 RD4292
 RD4292                          STATION RECOVERY (2005)
 RD4292
 RD4292'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4292'RECOVERED IN GOOD CONDITION.
 RD4292
 RD4292                          STATION RECOVERY (2005)
 RD4292
 RD4292'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4292'RECOVERED IN GOOD CONDITION.
 RD4292
 RD4292                          STATION RECOVERY (2006)
 RD4292
 RD4292'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1163 ***********************************************************************
 RZ1163  DESIGNATION -  1051
 RZ1163  PID         -  RZ1163
 RZ1163  STATE/COUNTY-  WA/COLUMBIA
 RZ1163  USGS QUAD   -  DELANEY (1981)
 RZ1163
 RZ1163                         *CURRENT SURVEY CONTROL
 RZ1163  ___________________________________________________________________
 RZ1163* NAD 83(1986)-  46 32 04.     (N)    117 54 44.     (W)     SCALED    
 RZ1163* NAVD 88     -       321.341  (meters)    1054.27   (feet)  ADJUSTED  
 RZ1163  ___________________________________________________________________
 RZ1163  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 RZ1163  DYNAMIC HT  -         321.336 (meters)    1054.25  (feet)  COMP
 RZ1163  MODELED GRAV-     980,589.7   (mgal)                       NAVD 88
 RZ1163
 RZ1163  VERT ORDER  -  FIRST     CLASS I
 RZ1163
 RZ1163.The horizontal coordinates were scaled from a topographic map and have
 RZ1163.an estimated accuracy of +/- 6 seconds.
 RZ1163
 RZ1163.The orthometric height was determined by differential leveling
 RZ1163.and adjusted by the National Geodetic Survey in June 1991..
 RZ1163
 RZ1163.The geoid height was determined by GEOID03.
 RZ1163
 RZ1163.The dynamic height is computed by dividing the NAVD 88
 RZ1163.geopotential number by the normal gravity value computed on the
 RZ1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1163.degrees latitude (g = 980.6199 gals.).
 RZ1163
 RZ1163.The modeled gravity was interpolated from observed gravity values.
 RZ1163
 RZ1163;                    North         East    Units  Estimated Accuracy
 RZ1163;SPC WA S     -   136,760.      698,470.      MT  (+/- 180 meters Scaled)
 RZ1163
 RZ1163                          SUPERSEDED SURVEY CONTROL
 RZ1163
 RZ1163  NGVD 29 (??/??/92)  320.375  (m)         1051.10   (f) ADJ UNCH    1 1
 RZ1163
 RZ1163.Superseded values are not recommended for survey control.
 RZ1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1163.See file dsdata.txt to determine how the superseded data were derived.
 RZ1163
 RZ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM300538(NAD 83)
 RZ1163_MARKER: P = PIPE CAP
 RZ1163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RZ1163_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RZ1163_STAMPING: 1051 WASH 1915
 RZ1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1163
 RZ1163  HISTORY     - Date     Condition        Report By
 RZ1163  HISTORY     - 1915     MONUMENTED       USGS
 RZ1163  HISTORY     - 1968     GOOD             NGS
 RZ1163
 RZ1163                          STATION DESCRIPTION
 RZ1163
 RZ1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1163'18.3 MI NE FROM DAYTON.
 RZ1163'18.2 MILES NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RZ1163'DAYTON, THENCE 0.1 MILE NORTHWEST ALONG A PRIVATE ROAD, IN R39E T12N,
 RZ1163'SECTION 10, AT THE CROSSING OF THE UNION PACIFIC RAILROAD AT JACKSON
 RZ1163'SIDING, 150 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 45.5 FEET
 RZ1163'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 54 1/2 FEET WEST OF
 RZ1163'A SWITCH STAND, 45 FEET NORTHEAST OF A POWER POLE WITH A GUY WIRE, 1.4
 RZ1163'FEET SOUTHEAST OF A BOARD FENCE, 1.0 FOOT NORTHWEST OF A WITNESS POST,
 RZ1163'ABOUT LEVEL WITH THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 RZ1163'PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0372 ***********************************************************************
 SB0372  DESIGNATION -  1054
 SB0372  PID         -  SB0372
 SB0372  STATE/COUNTY-  WA/YAKIMA
 SB0372  USGS QUAD   -  POISEL BUTTE NW (1965)
 SB0372
 SB0372                         *CURRENT SURVEY CONTROL
 SB0372  ___________________________________________________________________
 SB0372* NAD 83(1986)-  46 13 05.     (N)    120 26 10.     (W)     SCALED    
 SB0372* NAVD 88     -       322.224  (meters)    1057.16   (feet)  ADJUSTED  
 SB0372  ___________________________________________________________________
 SB0372  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 SB0372  DYNAMIC HT  -         322.217 (meters)    1057.14  (feet)  COMP
 SB0372  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 SB0372
 SB0372  VERT ORDER  -  FIRST     CLASS II
 SB0372
 SB0372.The horizontal coordinates were scaled from a topographic map and have
 SB0372.an estimated accuracy of +/- 6 seconds.
 SB0372
 SB0372.The orthometric height was determined by differential leveling
 SB0372.and adjusted by the National Geodetic Survey in June 1991..
 SB0372
 SB0372.The geoid height was determined by GEOID03.
 SB0372
 SB0372.The dynamic height is computed by dividing the NAVD 88
 SB0372.geopotential number by the normal gravity value computed on the
 SB0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0372.degrees latitude (g = 980.6199 gals.).
 SB0372
 SB0372.The modeled gravity was interpolated from observed gravity values.
 SB0372
 SB0372;                    North         East    Units  Estimated Accuracy
 SB0372;SPC WA S     -    98,340.      504,930.      MT  (+/- 180 meters Scaled)
 SB0372
 SB0372                          SUPERSEDED SURVEY CONTROL
 SB0372
 SB0372  NGVD 29 (??/??/92)  321.186  (m)         1053.76   (f) ADJ UNCH    1 2
 SB0372
 SB0372.Superseded values are not recommended for survey control.
 SB0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0372.See file dsdata.txt to determine how the superseded data were derived.
 SB0372
 SB0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS977214(NAD 83)
 SB0372_MARKER: DD = SURVEY DISK
 SB0372_SETTING: 80 = SET IN A BOULDER
 SB0372_SP_SET: ROCK
 SB0372_STAMPING: 1053.902
 SB0372_MARK LOGO: USGS  
 SB0372_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0372+STABILITY: SURFACE MOTION
 SB0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0372+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 SB0372
 SB0372  HISTORY     - Date     Condition        Report By
 SB0372  HISTORY     - UNK      MONUMENTED       USGS
 SB0372  HISTORY     - 1935     POOR             NGS
 SB0372  HISTORY     - 1974     POOR             WAHC
 SB0372  HISTORY     - 1982     GOOD             NGS
 SB0372  HISTORY     - 19950501 GOOD             WADT
 SB0372
 SB0372                          STATION DESCRIPTION
 SB0372
 SB0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SB0372'15.2 MI SW FROM TOPPENISH.
 SB0372'15.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 97 FROM THE NORTHERN PACIFIC
 SB0372'RAILWAY STATION AT TOPPENISH, YAKIMA COUNTY, 15.4 MILES NORTHEAST OF
 SB0372'THE YAKIMA-KLICKITAT COUNTY LINE, 2.3 MILES NORTHEAST OF THE WOODEN
 SB0372'TRUSS BRIDGE OVER SATUS CREEK, 750 FEET NORTHEAST OF THE MIDDLE OF A
 SB0372'WOODEN GUARDRAIL BRIDGE OVER A DRY CREEK, 440 FEET NORTHEAST OF THE
 SB0372'TOP OF THE GRADE, AT THE NORTHEAST END OF A NORTHEAST-AND-SOUTHWEST
 SB0372'TANGENT, 335 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 SB0372'BASE OF A BENCH, 10 FEET NORTHEAST OF THE BOTTOM OF A SHALLOW
 SB0372'NORTHWEST-AND-SOUTHEAST RAVINE, AND IN THE TOP OF A 2-FOOT-SQUARE FLAT
 SB0372'ROCK PROJECTING 10 INCHES ABOVE GROUND AT ITS HIGHEST POINT.  A UNITED
 SB0372'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1053.902.
 SB0372
 SB0372                          STATION RECOVERY (1974)
 SB0372
 SB0372'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1974
 SB0372'MARK RECOVERED IN POOR CONDITION.
 SB0372
 SB0372                          STATION RECOVERY (1982)
 SB0372
 SB0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0372'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0372'21.35 KM (13.35 MI) SOUTH ALONG US HIGHWAY 97 FROM THE JUNCTION OF
 SB0372'STATE HIGHWAY 22 AT TOPPENISH, IN THE TOP CENTER OF A 2 BY 2 FOOT
 SB0372'VOLCANIC BOULDER PROJECTING 0.8 OF A FOOT ABOVE THE GROUND AT THE BASE
 SB0372'OF A BENCH, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST 48, 229.0 METERS
 SB0372'(750 FT) EAST ACROSS COUNTRY FROM THE EAST CORNER OF A WOODEN BRIDGE
 SB0372'OVER A DRY WASH, 102.2 METERS (335 FT) SOUTHEAST OF THE HIGHWAY
 SB0372'CENTERLINE, 77.8 METERS (255 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE,
 SB0372'3.0 METERS (10 FT) NORTHEAST OF A SHALLOW NORTHWEST-SOUTHEAST RAVINE.
 SB0372'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 SB0372'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 SB0372
 SB0372                          STATION RECOVERY (1995)
 SB0372
 SB0372'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SB0372'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1545 ***********************************************************************
 SA1545  DESIGNATION -  1055
 SA1545  PID         -  SA1545
 SA1545  STATE/COUNTY-  WA/GRANT
 SA1545  USGS QUAD   -  FRENCHMAN HILLS LAKE (1986)
 SA1545
 SA1545                         *CURRENT SURVEY CONTROL
 SA1545  ___________________________________________________________________
 SA1545* NAD 83(1986)-  46 55 42.     (N)    119 36 03.     (W)     SCALED    
 SA1545* NAVD 88     -       322.698  (meters)    1058.72   (feet)  ADJUSTED  
 SA1545  ___________________________________________________________________
 SA1545  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 SA1545  DYNAMIC HT  -         322.718 (meters)    1058.78  (feet)  COMP
 SA1545  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 SA1545
 SA1545  VERT ORDER  -  SECOND    CLASS 0
 SA1545
 SA1545.The horizontal coordinates were scaled from a topographic map and have
 SA1545.an estimated accuracy of +/- 6 seconds.
 SA1545
 SA1545.The orthometric height was determined by differential leveling
 SA1545.and adjusted by the National Geodetic Survey in June 1991..
 SA1545.WARNING-Repeat measurements at this control monument indicate possible
 SA1545.vertical movement.
 SA1545
 SA1545.The geoid height was determined by GEOID03.
 SA1545
 SA1545.The dynamic height is computed by dividing the NAVD 88
 SA1545.geopotential number by the normal gravity value computed on the
 SA1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1545.degrees latitude (g = 980.6199 gals.).
 SA1545
 SA1545.The modeled gravity was interpolated from observed gravity values.
 SA1545
 SA1545;                    North         East    Units  Estimated Accuracy
 SA1545;SPC WA S     -   177,680.      568,470.      MT  (+/- 180 meters Scaled)
 SA1545
 SA1545                          SUPERSEDED SURVEY CONTROL
 SA1545
 SA1545  NGVD 29 (??/??/92)  321.606  (m)         1055.14   (f) ADJ UNCH    2 0
 SA1545
 SA1545.Superseded values are not recommended for survey control.
 SA1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1545.See file dsdata.txt to determine how the superseded data were derived.
 SA1545
 SA1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN020004(NAD 83)
 SA1545_MARKER: P = PIPE CAP
 SA1545_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1545_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1545_STAMPING: WASH 1055
 SA1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1545
 SA1545  HISTORY     - Date     Condition        Report By
 SA1545  HISTORY     - UNK      MONUMENTED       USGS
 SA1545  HISTORY     - 1959     GOOD             NGS
 SA1545  HISTORY     - 1967     GOOD             NGS
 SA1545
 SA1545                          STATION DESCRIPTION
 SA1545
 SA1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SA1545'7.25 MI W FROM ROYAL CAMP.
 SA1545'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE U. S. BUREAU OF
 SA1545'RECLAMATION OFFICE AT ROYAL CAMP, THENCE 3.6 MILES WEST ALONG 12 ROAD
 SA1545'SW, THENCE 1.0 MILE NORTH ALONG C ROAD SW, THENCE 2.15 MILES WEST
 SA1545'ALONG 11 ROAD SW, 46 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION
 SA1545'OF ROAD 5E SW, 35 FEET NORTH OF THE CENTER LINE OF 11 ROAD SW, 31 FEET
 SA1545'WEST OF THE CENTER LINE OF ROAD 5E SW, 3 1/2 FEET EAST OF A WITNESS
 SA1545'POST, ABOUT LEVEL WITH THE ROADS, AND RIVETED ON TOP OF A 3 1/2-INCH
 SA1545'IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.
 SA1545
 SA1545                          STATION RECOVERY (1967)
 SA1545
 SA1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0802 ***********************************************************************
 SW0802  DESIGNATION -  1058
 SW0802  PID         -  SW0802
 SW0802  STATE/COUNTY-  WA/GRANT
 SW0802  USGS QUAD   -  MOSES LAKE SOUTH (1978)
 SW0802
 SW0802                         *CURRENT SURVEY CONTROL
 SW0802  ___________________________________________________________________
 SW0802* NAD 83(1986)-  47 07 00.     (N)    119 20 37.     (W)     SCALED    
 SW0802* NAVD 88     -       323.43   (+/-2cm)    1061.1    (feet)  VERTCON   
 SW0802  ___________________________________________________________________
 SW0802  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SW0802
 SW0802  VERT ORDER  -  ? (See Below)
 SW0802
 SW0802.The horizontal coordinates were scaled from a topographic map and have
 SW0802.an estimated accuracy of +/- 6 seconds.
 SW0802
 SW0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0802.The vertical order pertains to the NGVD 29 superseded value.
 SW0802
 SW0802.The geoid height was determined by GEOID03.
 SW0802
 SW0802;                    North         East    Units  Estimated Accuracy
 SW0802;SPC WA S     -   198,870.      587,750.      MT  (+/- 180 meters Scaled)
 SW0802
 SW0802                          SUPERSEDED SURVEY CONTROL
 SW0802
 SW0802  NGVD 29 (??/??/92)  322.309  (m)         1057.44   (f) ADJ UNCH    ?  
 SW0802
 SW0802.Superseded values are not recommended for survey control.
 SW0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0802.See file dsdata.txt to determine how the superseded data were derived.
 SW0802
 SW0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN222207(NAD 83)
 SW0802_MARKER: P = PIPE CAP
 SW0802_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0802_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0802_STAMPING: WASH 1058
 SW0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0802
 SW0802  HISTORY     - Date     Condition        Report By
 SW0802  HISTORY     - UNK      MONUMENTED       USGS
 SW0802  HISTORY     - 1935     GOOD             NGS
 SW0802  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0802
 SW0802                          STATION DESCRIPTION
 SW0802
 SW0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0802'4.7 MI W FROM NEPPEL.
 SW0802'4.7 MILES WEST ALONG A ROAD FROM NEPPEL, GRANT COUNTY, AT A ROAD
 SW0802'INTERSECTION, AND AT THE NORTHEAST CORNER OF A SMALL UNPAINTED BARN. A
 SW0802'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED WASH 1058 AND
 SW0802'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 SW0802
 SW0802                          STATION RECOVERY (1968)
 SW0802
 SW0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0406 ***********************************************************************
 SA0406  DESIGNATION -  1061
 SA0406  PID         -  SA0406
 SA0406  STATE/COUNTY-  WA/WALLA WALLA
 SA0406  USGS QUAD   -  EUREKA (1991)
 SA0406
 SA0406                         *CURRENT SURVEY CONTROL
 SA0406  ___________________________________________________________________
 SA0406* NAD 83(1991)-  46 18 11.73450(N)    118 36 59.82182(W)     ADJUSTED  
 SA0406* NAVD 88     -       324.412  (meters)    1064.34   (feet)  ADJUSTED  
 SA0406  ___________________________________________________________________
 SA0406  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 SA0406  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SA0406  DYNAMIC HT  -         324.408 (meters)    1064.33  (feet)  COMP
 SA0406  MODELED GRAV-     980,593.7   (mgal)                       NAVD 88
 SA0406
 SA0406  HORZ ORDER  -  THIRD
 SA0406  VERT ORDER  -  SECOND    CLASS 0
 SA0406
 SA0406.The horizontal coordinates were established by classical geodetic methods
 SA0406.and adjusted by the National Geodetic Survey in December 1991..
 SA0406.No horizontal observational check was made to the station.
 SA0406
 SA0406.The orthometric height was determined by differential leveling
 SA0406.and adjusted by the National Geodetic Survey in June 1991..
 SA0406
 SA0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA0406
 SA0406.The geoid height was determined by GEOID03.
 SA0406
 SA0406.The dynamic height is computed by dividing the NAVD 88
 SA0406.geopotential number by the normal gravity value computed on the
 SA0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0406.degrees latitude (g = 980.6199 gals.).
 SA0406
 SA0406.The modeled gravity was interpolated from observed gravity values.
 SA0406
 SA0406;                    North         East     Units Scale Factor Converg.
 SA0406;SPC WA S     -   109,538.807   645,069.524   MT  0.99992663   +1 22 05.1
 SA0406;SPC WA S     -   359,378.57  2,116,365.60   sFT  0.99992663   +1 22 05.1
 SA0406;UTM  11      - 5,129,012.584   375,507.953   MT  0.99979051   -1 10 08.3
 SA0406
 SA0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA0406!SPC WA S     -   0.99995250  x   0.99992663  =   0.99987914
 SA0406!UTM  11      -   0.99995250  x   0.99979051  =   0.99974302
 SA0406
 SA0406|---------------------------------------------------------------------|
 SA0406| PID    Reference Object                     Distance      Geod. Az  |
 SA0406|                                                           dddmmss.s |
 SA0406| SA1951 FLAT AZ MK                           14.011 METERS 16829     |
 SA0406| SA1948 FLAT                                APPROX. 0.6 KM 1812437.8 |
 SA0406| SA1950 EUREKA WALLA WALLA GRAIN ELEV       264.701 METERS 29230     |
 SA0406|---------------------------------------------------------------------|
 SA0406
 SA0406                          SUPERSEDED SURVEY CONTROL
 SA0406
 SA0406  NAD 83(1991)-  46 18 11.73538(N)    118 36 59.82298(W) AD(       ) 3
 SA0406  NAD 83(1986)-  46 18 11.74162(N)    118 36 59.81362(W) AD(       ) 3
 SA0406  NAD 27      -  46 18 12.25092(N)    118 36 55.86866(W) AD(       ) 3
 SA0406  NGVD 29 (??/??/92)  323.411  (m)         1061.06   (f) ADJ UNCH    2 0
 SA0406
 SA0406.Superseded values are not recommended for survey control.
 SA0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0406.See file dsdata.txt to determine how the superseded data were derived.
 SA0406
 SA0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7550829013(NAD 83)
 SA0406_MARKER: DD = SURVEY DISK
 SA0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0406_SP_SET: IRON PIPE
 SA0406_STAMPING: 1061 WASH 1915
 SA0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0406
 SA0406  HISTORY     - Date     Condition        Report By
 SA0406  HISTORY     - 1915     MONUMENTED       USGS
 SA0406  HISTORY     - 1952     GOOD             NGS
 SA0406  HISTORY     - 1979     GOOD             NGS
 SA0406
 SA0406                          STATION DESCRIPTION
 SA0406
 SA0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SA0406'IN EUREKA.
 SA0406'AT EUREKA, 0.2 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE, AT A
 SA0406'TRIANGLE FORMED BY THE JUNCTION OF A NORTH-SOUTH PAVED ROAD, 57 FEET
 SA0406'EAST OF TELEPHONE POLE NO.L 105 550 N 1, 54 1/2 FEET SOUTHEAST OF THE
 SA0406'NORTHEAST POINT OF THE TRIANGLE , 44 1/2 FEET NORTHWEST OF POWER LINE
 SA0406'POLE NO.C 273, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 SA0406'SOUTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND
 SA0406'RIVETED TO THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE
 SA0406'THE GROUND.
 SA0406
 SA0406                          STATION RECOVERY (1979)
 SA0406
 SA0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SA0406'0.2 MILE EAST FROM THE GRAIN ELEVATOR IN EUREKA TO A T-INTERSECTION.
 SA0406'93 FEET SOUTH OF THE CENTER OF THE RAILROAD TRACKS, 43 FEET NORTH
 SA0406'NORTHWEST OF POWER POLE J 81, 31 FEET EAST OF THE CENTER LINE ON THE
 SA0406'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0529 ***********************************************************************
 SB0529  DESIGNATION -  1067 T USGS
 SB0529  PID         -  SB0529
 SB0529  STATE/COUNTY-  WA/YAKIMA
 SB0529  USGS QUAD   -  YAKIMA WEST (1985)
 SB0529
 SB0529                         *CURRENT SURVEY CONTROL
 SB0529  ___________________________________________________________________
 SB0529* NAD 83(1986)-  46 36 16.     (N)    120 30 22.     (W)     SCALED    
 SB0529* NAVD 88     -       326.307  (meters)    1070.56   (feet)  ADJUSTED  
 SB0529  ___________________________________________________________________
 SB0529  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SB0529  DYNAMIC HT  -         326.306 (meters)    1070.56  (feet)  COMP
 SB0529  MODELED GRAV-     980,604.1   (mgal)                       NAVD 88
 SB0529
 SB0529  VERT ORDER  -  FIRST     CLASS II
 SB0529
 SB0529.The horizontal coordinates were scaled from a topographic map and have
 SB0529.an estimated accuracy of +/- 6 seconds.
 SB0529
 SB0529.The orthometric height was determined by differential leveling
 SB0529.and adjusted by the National Geodetic Survey in June 1991..
 SB0529
 SB0529.The geoid height was determined by GEOID03.
 SB0529
 SB0529.The dynamic height is computed by dividing the NAVD 88
 SB0529.geopotential number by the normal gravity value computed on the
 SB0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0529.degrees latitude (g = 980.6199 gals.).
 SB0529
 SB0529.The modeled gravity was interpolated from observed gravity values.
 SB0529
 SB0529;                    North         East    Units  Estimated Accuracy
 SB0529;SPC WA S     -   141,280.      499,530.      MT  (+/- 180 meters Scaled)
 SB0529
 SB0529                          SUPERSEDED SURVEY CONTROL
 SB0529
 SB0529  NGVD 29 (??/??/92)  325.23   (m)         1067.0    (f) COMPUTED    1 2
 SB0529
 SB0529.Superseded values are not recommended for survey control.
 SB0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0529.See file dsdata.txt to determine how the superseded data were derived.
 SB0529
 SB0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS909642(NAD 83)
 SB0529_MARKER: DD = SURVEY DISK
 SB0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0529_SP_SET: WALL
 SB0529_STAMPING: ELEV. 1067.337 FT.
 SB0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0529
 SB0529  HISTORY     - Date     Condition        Report By
 SB0529  HISTORY     - UNK      MONUMENTED       USGS
 SB0529  HISTORY     - 1935     GOOD             NGS
 SB0529
 SB0529                          STATION DESCRIPTION
 SB0529
 SB0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SB0529'IN YAKIMA.
 SB0529'AT YAKIMA, YAKIMA COUNTY, ABOUT 90 FEET EAST OF THE SOUTHEAST CORNER
 SB0529'OF THE NORTHERN PACIFIC RAILWAY STATION, 35 FEET EAST OF THE CENTER OF
 SB0529'NORTH FRONT STREET, 90 FEET SOUTH OF THE CENTER OF EAST A STREET, AT
 SB0529'THE NORTHWEST CORNER OF THE CITY HALL, IN THE WEST FACE OF THE BRICK
 SB0529'WALL, 4 INCHES SOUTH OF THE NORTHWEST CORNER AND 1.2 FEET ABOVE THE
 SB0529'CONCRETE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 SB0529'STAMPED 1067 T, AND SET VERTICALLY.  STAMPED ELEV. 1067.337 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0530 ***********************************************************************
 SB0530  DESIGNATION -  1067 T USGS RESET
 SB0530  PID         -  SB0530
 SB0530  STATE/COUNTY-  WA/YAKIMA
 SB0530  USGS QUAD   -  YAKIMA WEST (1985)
 SB0530
 SB0530                         *CURRENT SURVEY CONTROL
 SB0530  ___________________________________________________________________
 SB0530* NAD 83(1986)-  46 36 10.     (N)    120 30 29.     (W)     SCALED    
 SB0530* NAVD 88     -       326.305  (meters)    1070.55   (feet)  ADJUSTED  
 SB0530  ___________________________________________________________________
 SB0530  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SB0530  DYNAMIC HT  -         326.305 (meters)    1070.55  (feet)  COMP
 SB0530  MODELED GRAV-     980,604.4   (mgal)                       NAVD 88
 SB0530
 SB0530  VERT ORDER  -  FIRST     CLASS II
 SB0530
 SB0530.The horizontal coordinates were scaled from a topographic map and have
 SB0530.an estimated accuracy of +/- 6 seconds.
 SB0530
 SB0530.The orthometric height was determined by differential leveling
 SB0530.and adjusted by the National Geodetic Survey in June 1991..
 SB0530
 SB0530.The geoid height was determined by GEOID03.
 SB0530
 SB0530.The dynamic height is computed by dividing the NAVD 88
 SB0530.geopotential number by the normal gravity value computed on the
 SB0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0530.degrees latitude (g = 980.6199 gals.).
 SB0530
 SB0530.The modeled gravity was interpolated from observed gravity values.
 SB0530
 SB0530;                    North         East    Units  Estimated Accuracy
 SB0530;SPC WA S     -   141,100.      499,380.      MT  (+/- 180 meters Scaled)
 SB0530
 SB0530                          SUPERSEDED SURVEY CONTROL
 SB0530
 SB0530  NGVD 29 (??/??/92)  325.234  (m)         1067.04   (f) ADJ UNCH    1 2
 SB0530
 SB0530.Superseded values are not recommended for survey control.
 SB0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0530.See file dsdata.txt to determine how the superseded data were derived.
 SB0530
 SB0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS908640(NAD 83)
 SB0530_MARKER: DD = SURVEY DISK
 SB0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0530_SP_SET: BRICK WALL
 SB0530_STAMPING: ELEV 1067.337 FT 1067 T
 SB0530_MARK LOGO: USGS  
 SB0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0530+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 SB0530
 SB0530  HISTORY     - Date     Condition        Report By
 SB0530  HISTORY     - UNK      MONUMENTED       USGS
 SB0530  HISTORY     - 1962     GOOD             NGS
 SB0530  HISTORY     - 1982     GOOD             NGS
 SB0530  HISTORY     - 1990     GOOD             USPSQD
 SB0530  HISTORY     - 20040403 GOOD             GEOCAC
 SB0530  HISTORY     - 20060801 GOOD             GEOCAC
 SB0530
 SB0530                          STATION DESCRIPTION
 SB0530
 SB0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0530'IN YAKIMA.
 SB0530'AT YAKIMA, YAKIMA COUNTY, 90 FEET EAST OF THE SOUTHEAST CORNER OF THE
 SB0530'NORTHERN PACIFIC RAILWAY STATION, AT THE INTERSECTION OF NORTH FRONT
 SB0530'STREET AND EAST A STREET, 90 FEET SOUTH OF THE CENTERLINE OF EAST A
 SB0530'STREET, 35 FEET OF THE CENTERLINE OF NORTH FRONT STREET, IN A DARK RED
 SB0530'BRICK BUILDING BETWEEN NUMBERS 25-1/2 AND 29 ON EAST FRONT STREET, IN
 SB0530'THE WEST BRICKWALL, 4 INCHES SOUTH OF THE NORTHWEST CORNER OF THE
 SB0530'BUILDING, AND 1.2 FEET ABOVE THE CONCRETE SIDEWALK.  A UNITED STATES
 SB0530'GEOLOGICAL SURVEY STANDARD DISK, STAMPED ELEV 1067.337 FT 1067 T AND
 SB0530'SET VERTICALLY.
 SB0530
 SB0530                          STATION RECOVERY (1982)
 SB0530
 SB0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0530'RECOVERED IN GOOD CONDITION.
 SB0530
 SB0530                          STATION RECOVERY (1990)
 SB0530
 SB0530'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0530'RECOVERED IN GOOD CONDITION.
 SB0530
 SB0530                          STATION RECOVERY (2004)
 SB0530
 SB0530'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SB0530'FOUND AS DESCRIBED BUILDING IS FORMER YAKIMA CITY HALL NOW BOB'S KEG
 SB0530'AND CORK.
 SB0530
 SB0530                          STATION RECOVERY (2006)
 SB0530
 SB0530'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 SB0530'ACROSS THE STREET FROM THE OLD RR STATION.  IT IS THE OLD CITY HALL
 SB0530'BUILDING AND NOW HOUSES BOB'S KEG AND CORK
 SB0530' 
 SB0530'HANDHELD GPS N46 36.179, W120 30.476
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1611 ***********************************************************************
 SX1611  CBN         -  This is a Cooperative Base Network Control Station.
 SX1611  DESIGNATION -  107 FMK
 SX1611  PID         -  SX1611
 SX1611  STATE/COUNTY-  WA/CHELAN
 SX1611  USGS QUAD   -  MANSON (1987)
 SX1611
 SX1611                         *CURRENT SURVEY CONTROL
 SX1611  ___________________________________________________________________
 SX1611* NAD 83(1998)-  47 53 36.07348(N)    120 08 05.57224(W)     ADJUSTED  
 SX1611* NAVD 88     -       372.5    (meters)    1222.     (feet)  GPS OBS   
 SX1611  ___________________________________________________________________
 SX1611  X           -  -2,151,109.343 (meters)                     COMP
 SX1611  Y           -  -3,705,657.011 (meters)                     COMP
 SX1611  Z           -   4,709,195.963 (meters)                     COMP
 SX1611  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 SX1611  ELLIP HEIGHT-         353.59  (meters)          (07/03/01) GPS OBS
 SX1611  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 SX1611
 SX1611  HORZ ORDER  -  B
 SX1611  ELLP ORDER  -  FIFTH     CLASS I
 SX1611
 SX1611.The horizontal coordinates were established by GPS observations
 SX1611.and adjusted by the National Geodetic Survey in July 2001..
 SX1611.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1611.DATUM ITEM on the data sheet items page.
 SX1611
 SX1611.The orthometric height was determined by GPS observations and a
 SX1611.high-resolution geoid model.
 SX1611
 SX1611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1611
 SX1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1611
 SX1611.The ellipsoidal height was determined by GPS observations
 SX1611.and is referenced to NAD 83.
 SX1611
 SX1611.The geoid height was determined by GEOID03.
 SX1611
 SX1611;                    North         East     Units Scale Factor Converg.
 SX1611;SPC WA N     -    99,561.688   552,226.238   MT  0.99994990   +0 31 12.0
 SX1611;SPC WA N     -   326,645.30  1,811,762.25   sFT  0.99994990   +0 31 12.0
 SX1611;UTM  10      - 5,308,421.136   714,156.180   MT  1.00016359   +2 07 35.1
 SX1611
 SX1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1611!SPC WA N     -   0.99994458  x   0.99994990  =   0.99989449
 SX1611!UTM  10      -   0.99994458  x   1.00016359  =   1.00010816
 SX1611
 SX1611                          SUPERSEDED SURVEY CONTROL
 SX1611
 SX1611  NAD 83(1991)-  47 53 36.07197(N)    120 08 05.57422(W) AD(       ) B
 SX1611  ELLIP H (05/29/91)  353.74   (m)                       GP(       ) 4 1
 SX1611
 SX1611.Superseded values are not recommended for survey control.
 SX1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1611.See file dsdata.txt to determine how the superseded data were derived.
 SX1611
 SX1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGU1415608421(NAD 83)
 SX1611_MARKER: DB = BENCH MARK DISK
 SX1611_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SX1611_SP_SET: COPPER-CLAD STEEL ROD
 SX1611_STAMPING: 107 FMK 1967
 SX1611_MARK LOGO: USGS  
 SX1611_PROJECTION: FLUSH
 SX1611_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1611+STABILITY: POSITION/ELEVATION WELL
 SX1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1611+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1993
 SX1611_ROD/PIPE-DEPTH: 7.62 meters
 SX1611
 SX1611  HISTORY     - Date     Condition        Report By
 SX1611  HISTORY     - 1967     MONUMENTED       USGS
 SX1611  HISTORY     - 19891121 GOOD             NGS
 SX1611  HISTORY     - 19900918 GOOD
 SX1611  HISTORY     - 19930531 GOOD             DCPW
 SX1611  HISTORY     - 20050516 GOOD             USPSQD
 SX1611
 SX1611                          STATION DESCRIPTION
 SX1611
 SX1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SX1611'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) WEST OF MANSFIELD, 38.6
 SX1611'KM (24.0 MI) SOUTHWEST OF BRIDGEPORT, 27.4 KM (17.0 MI) NORHT OF
 SX1611'WATERVILLEAND AT MANSON ON COUNTY ROAD RIGHT-OF-WAY.
 SX1611'TO REACH FROM THE POST OFFICE IN CHELAN, GO WEST ON STATE ROUTE 150
 SX1611'FOR 10.62 KM (6.60 MI) TO A CROSS ROAD AND THE OLD MILL PARK ON THE
 SX1611'LEFT.  TURN RIGHT AND GO NORTH ON THE SURFACED ROAD FOR 0.80 KM
 SX1611'(0.50 MI) TO A FORK.  TAKE THE LEFT FORK AND GO WEST ON WAPATO LAKE
 SX1611'ROAD FOR 0.16 KM (0.10 MI) TO A FORK.  TAKE THE RIGHT FORK AND GO
 SX1611'NORTH  ON WAPATO LAKE ROAD FOR 0.48 KM (0.30 MI) TO THE INTERSECTION
 SX1611'OF IVAN MORSE ROAD THE STOKES RANCH ON THE RIGHT AND THE STATION ON
 SX1611'THE LEFT.
 SX1611'THE MARK IS FANSTENED TO THE TOP OF A COPPER CLAD STEEL ROD THAT IS
 SX1611'FLUSH WITH THE GROUND SURFACE.  IT IS 11.0 M (36.1 FT) EAST OF THE
 SX1611'CENTER OF WAPATO LAKE ROAD, 6.4 M (21.0 FT) NORTH OF THE CENTER OF
 SX1611'IVAN MORSE ROAD, 1.2 M (3.9 FT) WEST OF A STOP SIGN, 1.2 M (3.9 FT)
 SX1611'SOUTH OF A DITCH AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 SX1611
 SX1611                          STATION RECOVERY (1990)
 SX1611
 SX1611'RECOVERED 1990
 SX1611'RECOVERED IN GOOD CONDITION.
 SX1611
 SX1611                          STATION RECOVERY (1993)
 SX1611
 SX1611'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1611'RECOVERED IN GOOD CONDITION.
 SX1611
 SX1611                          STATION RECOVERY (2005)
 SX1611
 SX1611'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 SX1611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1670 ***********************************************************************
 SA1670  DESIGNATION -  1076
 SA1670  PID         -  SA1670
 SA1670  STATE/COUNTY-  WA/GRANT
 SA1670  USGS QUAD   -  BEVERLY NE (1965)
 SA1670
 SA1670                         *CURRENT SURVEY CONTROL
 SA1670  ___________________________________________________________________
 SA1670* NAD 83(1986)-  46 55 42.     (N)    119 48 49.     (W)     SCALED    
 SA1670* NAVD 88     -       328.97   (+/-2cm)    1079.3    (feet)  VERTCON   
 SA1670  ___________________________________________________________________
 SA1670  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 SA1670
 SA1670  VERT ORDER  -  ? (See Below)
 SA1670
 SA1670.The horizontal coordinates were scaled from a topographic map and have
 SA1670.an estimated accuracy of +/- 6 seconds.
 SA1670
 SA1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1670.The vertical order pertains to the NGVD 29 superseded value.
 SA1670
 SA1670.The geoid height was determined by GEOID03.
 SA1670
 SA1670;                    North         East    Units  Estimated Accuracy
 SA1670;SPC WA S     -   177,510.      552,270.      MT  (+/- 180 meters Scaled)
 SA1670
 SA1670                          SUPERSEDED SURVEY CONTROL
 SA1670
 SA1670  NGVD 29 (??/??/92)  327.869  (m)         1075.68   (f) ADJ UNCH    ?  
 SA1670
 SA1670.Superseded values are not recommended for survey control.
 SA1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1670.See file dsdata.txt to determine how the superseded data were derived.
 SA1670
 SA1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN858010(NAD 83)
 SA1670_MARKER: P = PIPE CAP
 SA1670_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1670_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1670_STAMPING: WASH 1076
 SA1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1670
 SA1670  HISTORY     - Date     Condition        Report By
 SA1670  HISTORY     - UNK      MONUMENTED       USGS
 SA1670  HISTORY     - 1937     GOOD             NGS
 SA1670
 SA1670                          STATION DESCRIPTION
 SA1670
 SA1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 SA1670'10 MI SE FROM VANTAGE.
 SA1670'IN GRANT COUNTY, 10 MILES SOUTHEAST ALONG A ROAD FROM VANTAGE,
 SA1670'KITTITAS COUNTY, AT THE SITE OF SECTION CORNERS 28, 27, 33, AND 34, T.
 SA1670'17 N., R. 24 E., 70 FEET NORTHWEST OF A PILE OF STONES (PROBABLY THE
 SA1670'SECTION CORNERS), AND 55 FEET NORTH OF THE CENTER LINE OF THE
 SA1670'EAST-AND-WEST ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 SA1670'STAMPED WASH 1076 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0723 ***********************************************************************
 SA0723  DESIGNATION -  1078
 SA0723  PID         -  SA0723
 SA0723  STATE/COUNTY-  WA/ADAMS
 SA0723  USGS QUAD   -  OTHELLO (1979)
 SA0723
 SA0723                         *CURRENT SURVEY CONTROL
 SA0723  ___________________________________________________________________
 SA0723* NAD 83(1986)-  46 51 10.     (N)    119 10 25.     (W)     SCALED    
 SA0723* NAVD 88     -       329.656  (meters)    1081.55   (feet)  ADJUSTED  
 SA0723  ___________________________________________________________________
 SA0723  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SA0723  DYNAMIC HT  -         329.675 (meters)    1081.61  (feet)  COMP
 SA0723  MODELED GRAV-     980,661.8   (mgal)                       NAVD 88
 SA0723
 SA0723  VERT ORDER  -  SECOND    CLASS 0
 SA0723
 SA0723.The horizontal coordinates were scaled from a topographic map and have
 SA0723.an estimated accuracy of +/- 6 seconds.
 SA0723
 SA0723.The orthometric height was determined by differential leveling
 SA0723.and adjusted by the National Geodetic Survey in June 1991..
 SA0723
 SA0723.The geoid height was determined by GEOID03.
 SA0723
 SA0723.The dynamic height is computed by dividing the NAVD 88
 SA0723.geopotential number by the normal gravity value computed on the
 SA0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0723.degrees latitude (g = 980.6199 gals.).
 SA0723
 SA0723.The modeled gravity was interpolated from observed gravity values.
 SA0723
 SA0723;                    North         East    Units  Estimated Accuracy
 SA0723;SPC WA S     -   169,740.      601,140.      MT  (+/- 180 meters Scaled)
 SA0723
 SA0723                          SUPERSEDED SURVEY CONTROL
 SA0723
 SA0723  NGVD 29 (??/??/92)  328.542  (m)         1077.89   (f) ADJ UNCH    2 0
 SA0723
 SA0723.Superseded values are not recommended for survey control.
 SA0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0723.See file dsdata.txt to determine how the superseded data were derived.
 SA0723
 SA0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM342910(NAD 83)
 SA0723_MARKER: DD = SURVEY DISK
 SA0723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0723_SP_SET: CONCRETE BASE
 SA0723_STAMPING: 1078 WASH 1916
 SA0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0723
 SA0723  HISTORY     - Date     Condition        Report By
 SA0723  HISTORY     - 1916     MONUMENTED       USGS
 SA0723
 SA0723                          STATION DESCRIPTION
 SA0723
 SA0723'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 SA0723'2.0 MI NE FROM OTHELLO.
 SA0723'2.0 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SA0723'RAILROAD FROM THE STATION AT OTHELLO, 0.5 MILE SOUTH OF MILEPOST 1985,
 SA0723'AT SEMAPHORE 101.6, IN THE CENTER OF THE EAST SIDE OF THE CONCRETE
 SA0723'BASE, 9 INCHES BELOW THE TOP OF THE BLOCK, AND 9 FEET EAST OF THE
 SA0723'TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1078 WASH 1916
 SA0723'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0800 ***********************************************************************
 SW0800  DESIGNATION -  1087
 SW0800  PID         -  SW0800
 SW0800  STATE/COUNTY-  WA/GRANT
 SW0800  USGS QUAD   -  MAE (1978)
 SW0800
 SW0800                         *CURRENT SURVEY CONTROL
 SW0800  ___________________________________________________________________
 SW0800* NAD 83(1986)-  47 07 02.     (N)    119 23 04.     (W)     SCALED    
 SW0800* NAVD 88     -       325.92   (+/-2cm)    1069.3    (feet)  VERTCON   
 SW0800  ___________________________________________________________________
 SW0800  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 SW0800
 SW0800  VERT ORDER  -  ? (See Below)
 SW0800
 SW0800.The horizontal coordinates were scaled from a topographic map and have
 SW0800.an estimated accuracy of +/- 6 seconds.
 SW0800
 SW0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0800.The vertical order pertains to the NGVD 29 superseded value.
 SW0800
 SW0800.The geoid height was determined by GEOID03.
 SW0800
 SW0800;                    North         East    Units  Estimated Accuracy
 SW0800;SPC WA S     -   198,880.      584,650.      MT  (+/- 180 meters Scaled)
 SW0800
 SW0800                          SUPERSEDED SURVEY CONTROL
 SW0800
 SW0800  NGVD 29 (??/??/92)  324.801  (m)         1065.62   (f) ADJ UNCH    ?  
 SW0800
 SW0800.Superseded values are not recommended for survey control.
 SW0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0800.See file dsdata.txt to determine how the superseded data were derived.
 SW0800
 SW0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN191209(NAD 83)
 SW0800_MARKER: P = PIPE CAP
 SW0800_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0800_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0800_STAMPING: WASH 1087
 SW0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0800
 SW0800  HISTORY     - Date     Condition        Report By
 SW0800  HISTORY     - UNK      MONUMENTED       BOR
 SW0800  HISTORY     - 1968     GOOD             NGS
 SW0800
 SW0800                          STATION DESCRIPTION
 SW0800
 SW0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0800'5.0 MI W FROM MOSES LAKE.
 SW0800'THE MARK IS 21.5 FEET SOUTH OF THE CENTER OF COUNTY ROAD 2-NE, 22 FEET
 SW0800'WEST OF COUNTY ROAD E-NE, 32.0 FEET SOUTHWEST OF A MONUMENT CASE IN
 SW0800'THE CENTER OF THE INTERSECTION, A U. S. G. S. CAP RIVITED TO A 3
 SW0800'1/2-INCH PIPE WHICH PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 6
 SW0800'INCHES SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0305 ***********************************************************************
 RZ0305  DESIGNATION -  109
 RZ0305  PID         -  RZ0305
 RZ0305  STATE/COUNTY-  WA/ASOTIN
 RZ0305  USGS QUAD   -  CAPTAIN JOHN RAPIDS (1968)
 RZ0305
 RZ0305                         *CURRENT SURVEY CONTROL
 RZ0305  ___________________________________________________________________
 RZ0305* NAD 83(1986)-  46 08 04.     (N)    116 56 23.     (W)     SCALED    
 RZ0305* NAVD 88     -       246.125  (meters)     807.50   (feet)  ADJUSTED  
 RZ0305  ___________________________________________________________________
 RZ0305  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 RZ0305  DYNAMIC HT  -         246.097 (meters)     807.40  (feet)  COMP
 RZ0305  MODELED GRAV-     980,497.0   (mgal)                       NAVD 88
 RZ0305
 RZ0305  VERT ORDER  -  SECOND    CLASS 0
 RZ0305
 RZ0305.The horizontal coordinates were scaled from a topographic map and have
 RZ0305.an estimated accuracy of +/- 6 seconds.
 RZ0305
 RZ0305.The orthometric height was determined by differential leveling
 RZ0305.and adjusted by the National Geodetic Survey in June 1991..
 RZ0305
 RZ0305.The geoid height was determined by GEOID03.
 RZ0305
 RZ0305.The dynamic height is computed by dividing the NAVD 88
 RZ0305.geopotential number by the normal gravity value computed on the
 RZ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0305.degrees latitude (g = 980.6199 gals.).
 RZ0305
 RZ0305.The modeled gravity was interpolated from observed gravity values.
 RZ0305
 RZ0305;                    North         East    Units  Estimated Accuracy
 RZ0305;SPC WA S     -    95,250.      775,010.      MT  (+/- 180 meters Scaled)
 RZ0305
 RZ0305                          SUPERSEDED SURVEY CONTROL
 RZ0305
 RZ0305  NGVD 29 (??/??/92)  245.077  (m)          804.06   (f) ADJ UNCH    2 0
 RZ0305
 RZ0305.Superseded values are not recommended for survey control.
 RZ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0305.See file dsdata.txt to determine how the superseded data were derived.
 RZ0305
 RZ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM046089(NAD 83)
 RZ0305_MARKER: Z = SEE DESCRIPTION
 RZ0305_SETTING: 80 = SET IN A BOULDER
 RZ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0305+STABILITY: SURFACE MOTION
 RZ0305
 RZ0305  HISTORY     - Date     Condition        Report By
 RZ0305  HISTORY     - UNK      MONUMENTED       DOD
 RZ0305  HISTORY     - 1946     GOOD             NGS
 RZ0305
 RZ0305                          STATION DESCRIPTION
 RZ0305
 RZ0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0305'18.2 MI S FROM ASOTIN.
 RZ0305'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0305'SNAKE RIVER, 18.2 MILES SOUTH OF THE COURT HOUSE AT ASOTIN, ABOUT
 RZ0305'100.0 FEET EAST OF THE ROAD AND ON THE BANK OF THE RIVER, ABOUT 8 FEET
 RZ0305'ABOVE THE WATER, 1/2-INCH IRON PIPE CEMENTED IN TOP OF A LARGE
 RZ0305'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4264 ***********************************************************************
 RD4264  DESIGNATION -  1090
 RD4264  PID         -  RD4264
 RD4264  STATE/COUNTY-  WA/CLARK
 RD4264  USGS QUAD   -  RIDGEFIELD (1990)
 RD4264
 RD4264                         *CURRENT SURVEY CONTROL
 RD4264  ___________________________________________________________________
 RD4264* NAD 83(1986)-  45 46 46.     (N)    122 39 39.     (W)     SCALED    
 RD4264* NAVD 88     -        85.499  (meters)     280.51   (feet)  ADJUSTED  
 RD4264  ___________________________________________________________________
 RD4264  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 RD4264  DYNAMIC HT  -          85.501 (meters)     280.51  (feet)  COMP
 RD4264  MODELED GRAV-     980,629.5   (mgal)                       NAVD 88
 RD4264
 RD4264  VERT ORDER  -  SECOND    CLASS II
 RD4264
 RD4264.The horizontal coordinates were scaled from a topographic map and have
 RD4264.an estimated accuracy of +/- 6 seconds.
 RD4264
 RD4264.The orthometric height was determined by differential leveling
 RD4264.and adjusted by the National Geodetic Survey in April 1995..
 RD4264
 RD4264.The geoid height was determined by GEOID03.
 RD4264
 RD4264.The dynamic height is computed by dividing the NAVD 88
 RD4264.geopotential number by the normal gravity value computed on the
 RD4264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4264.degrees latitude (g = 980.6199 gals.).
 RD4264
 RD4264.The modeled gravity was interpolated from observed gravity values.
 RD4264
 RD4264;                    North         East    Units  Estimated Accuracy
 RD4264;SPC WA S     -    51,890.      331,970.      MT  (+/- 180 meters Scaled)
 RD4264
 RD4264                          SUPERSEDED SURVEY CONTROL
 RD4264
 RD4264  NGVD 29 (03/17/92)   84.444  (m)          277.05   (f) ADJUSTED    2 2
 RD4264
 RD4264.Superseded values are not recommended for survey control.
 RD4264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4264.See file dsdata.txt to determine how the superseded data were derived.
 RD4264
 RD4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER263695(NAD 83)
 RD4264_MARKER: DB = BENCH MARK DISK
 RD4264_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4264_SP_SET: IN CONCRETE CURB
 RD4264_STAMPING: 1090  1989
 RD4264_MARK LOGO: WA-011
 RD4264_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4264+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 RD4264
 RD4264  HISTORY     - Date     Condition        Report By
 RD4264  HISTORY     - 1990     MONUMENTED       WA-011
 RD4264  HISTORY     - 20040522 GOOD             USPSQD
 RD4264  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 RD4264
 RD4264                          STATION DESCRIPTION
 RD4264
 RD4264'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4264'NORTH OF CITY OF VANCOUVER, ALONG NE 219TH STREET, 8.848 KM
 RD4264'(5.498 MI) WEST OF INTERSECTION OF SR 503 AND SR 502 AT BATTLE
 RD4264'GROUND, IN FRONT OF Z MART STORE AT DULUTH, 28.4 FT (8.7 M) NORTH OF
 RD4264'CENTERLINE OF NE 219TH STREET, 39.7 FT (12.1 M) EAST OF POLE WITH Z
 RD4264'MART SIGN, 35.7 FT (10.9 M) EAST OF EAST END OF GAS PUMPS, 102.2 FT
 RD4264'(31.2 M) WEST OF LIGHT POLE MARKED PUD  A41  35  37969  73, SET 2
 RD4264'INCH DOMED BRASS DISK IN CONCRETE CURB.
 RD4264
 RD4264                          STATION RECOVERY (2004)
 RD4264
 RD4264'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 RD4264'CORRECTION- LOCATED 35' SOUTH OF THE GAS PUMPS. Z-MART SIGN NO LONGER
 RD4264'EXISTS.  DISK STAMP IS  'CLARK CO 10*0 (THIRD DIGIT DAMAGED) RESET BM
 RD4264'1993'.  REMAINDER OF LOCATION DESCRIPTION CORRECT.
 RD4264
 RD4264                          STATION RECOVERY (2004)
 RD4264
 RD4264'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD4264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4300 ***********************************************************************
 RD4300  DESIGNATION -  10911
 RD4300  PID         -  RD4300
 RD4300  STATE/COUNTY-  WA/CLARK
 RD4300  USGS QUAD   -  ORCHARDS (1990)
 RD4300
 RD4300                         *CURRENT SURVEY CONTROL
 RD4300  ___________________________________________________________________
 RD4300* NAD 83(1986)-  45 39 54.     (N)    122 33 37.     (W)     SCALED    
 RD4300* NAVD 88     -        70.755  (meters)     232.14   (feet)  ADJUSTED  
 RD4300  ___________________________________________________________________
 RD4300  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 RD4300  DYNAMIC HT  -          70.755 (meters)     232.14  (feet)  COMP
 RD4300  MODELED GRAV-     980,619.3   (mgal)                       NAVD 88
 RD4300
 RD4300  VERT ORDER  -  SECOND    CLASS II
 RD4300
 RD4300.The horizontal coordinates were scaled from a topographic map and have
 RD4300.an estimated accuracy of +/- 6 seconds.
 RD4300
 RD4300.The orthometric height was determined by differential leveling
 RD4300.and adjusted by the National Geodetic Survey in April 1995..
 RD4300
 RD4300.The geoid height was determined by GEOID03.
 RD4300
 RD4300.The dynamic height is computed by dividing the NAVD 88
 RD4300.geopotential number by the normal gravity value computed on the
 RD4300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4300.degrees latitude (g = 980.6199 gals.).
 RD4300
 RD4300.The modeled gravity was interpolated from observed gravity values.
 RD4300
 RD4300;                    North         East    Units  Estimated Accuracy
 RD4300;SPC WA S     -    38,960.      339,460.      MT  (+/- 180 meters Scaled)
 RD4300
 RD4300                          SUPERSEDED SURVEY CONTROL
 RD4300
 RD4300  NGVD 29 (03/17/92)   69.705  (m)          228.69   (f) ADJUSTED    2 2
 RD4300
 RD4300.Superseded values are not recommended for survey control.
 RD4300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4300.See file dsdata.txt to determine how the superseded data were derived.
 RD4300
 RD4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER342569(NAD 83)
 RD4300_MARKER: DB = BENCH MARK DISK
 RD4300_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4300_SP_SET: TOP OF CURB
 RD4300_STAMPING: 10911  1990
 RD4300_MARK LOGO: WA-011
 RD4300_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4300
 RD4300  HISTORY     - Date     Condition        Report By
 RD4300  HISTORY     - 1990     MONUMENTED       WA-011
 RD4300  HISTORY     - 20040311 MARK NOT FOUND   USPSQD
 RD4300
 RD4300                          STATION DESCRIPTION
 RD4300
 RD4300'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4300'IN TOP OF SOUTH CURB OF N.E. FOURTH PLAIN ROAD, IN SOUTHEAST QUADRANT
 RD4300'OF INTERSECTION WITH N.E. GHER ROAD, 119.0 FT (36.3 M) EAST OF
 RD4300'CENTERLINE OF GHER RD., 46.0 FT (14.0 M) WEST OF PROJECTED EAST LINE
 RD4300'OF BURGERVILLE USA BUILDING, 11.1 FT (3.4 M) NORTHWEST OF POWER POLE
 RD4300'NO. PUD A22 09 2 50582 82SET 2 IN DIAM DOMED BRASS DISK
 RD4300
 RD4300                          STATION RECOVERY (2004)
 RD4300
 RD4300'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4300'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE MARK MAY HAVE BEEN
 RD4300'DESTROYED WHEN THE STREET WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0329 ***********************************************************************
 SC0329  DESIGNATION -  11
 SC0329  PID         -  SC0329
 SC0329  STATE/COUNTY-  WA/WAHKIAKUM
 SC0329  USGS QUAD   -  CATHLAMET (1985)
 SC0329
 SC0329                         *CURRENT SURVEY CONTROL
 SC0329  ___________________________________________________________________
 SC0329* NAD 83(1986)-  46 12 02.     (N)    123 23 04.     (W)     SCALED    
 SC0329* NAVD 88     -         4.418  (meters)      14.49   (feet)  ADJUSTED  
 SC0329  ___________________________________________________________________
 SC0329  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SC0329  DYNAMIC HT  -           4.419 (meters)      14.50  (feet)  COMP
 SC0329  MODELED GRAV-     980,755.9   (mgal)                       NAVD 88
 SC0329
 SC0329  VERT ORDER  -  FIRST     CLASS II
 SC0329
 SC0329.The horizontal coordinates were scaled from a topographic map and have
 SC0329.an estimated accuracy of +/- 6 seconds.
 SC0329
 SC0329.The orthometric height was determined by differential leveling
 SC0329.and adjusted by the National Geodetic Survey in June 1991..
 SC0329
 SC0329.The geoid height was determined by GEOID03.
 SC0329
 SC0329.The dynamic height is computed by dividing the NAVD 88
 SC0329.geopotential number by the normal gravity value computed on the
 SC0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0329.degrees latitude (g = 980.6199 gals.).
 SC0329
 SC0329.The modeled gravity was interpolated from observed gravity values.
 SC0329
 SC0329;                    North         East    Units  Estimated Accuracy
 SC0329;SPC WA S     -   100,460.      277,430.      MT  (+/- 180 meters Scaled)
 SC0329
 SC0329                          SUPERSEDED SURVEY CONTROL
 SC0329
 SC0329  NGVD 29 (??/??/92)    3.479  (m)           11.41   (f) ADJ UNCH    1 2
 SC0329
 SC0329.Superseded values are not recommended for survey control.
 SC0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0329.See file dsdata.txt to determine how the superseded data were derived.
 SC0329
 SC0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS703164(NAD 83)
 SC0329_MARKER: X = CHISELED CROSS
 SC0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0329_SP_SET: CURB
 SC0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0329
 SC0329  HISTORY     - Date     Condition        Report By
 SC0329  HISTORY     - UNK      MONUMENTED       DOD
 SC0329  HISTORY     - 1962     POOR             NGS
 SC0329  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0329
 SC0329                          STATION DESCRIPTION
 SC0329
 SC0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0329'IN CATHLAMET.
 SC0329'IN SOUTHWEST CATHLAMET, 70 FEET WEST OF THE NORTHWEST CORNER OF THE
 SC0329'DOWLING FUNERAL HOME, 14 FEET SOUTH OF THE CENTER OF BROADWAY AVENUE,
 SC0329'14 FEET EAST OF A POWER POLE AND 12 FEET NORTHWEST OF THE NORTHWEST
 SC0329'CORNER OF FEIRINGS BUILDING WAREHOUSE.  NOTE-- THE CROSS IS DIM AND
 SC0329'IMPOSSIBLE TO MAKE OUT ANY LETTERS.
 SC0329
 SC0329                          STATION RECOVERY (1989)
 SC0329
 SC0329'RECOVERY NOTE BY US POWER SQUADRON 1989 (SMN)
 SC0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0462 ***********************************************************************
 SY0462  DESIGNATION -  11
 SY0462  PID         -  SY0462
 SY0462  STATE/COUNTY-  WA/KING
 SY0462  USGS QUAD   -  POVERTY BAY (1994)
 SY0462
 SY0462                         *CURRENT SURVEY CONTROL
 SY0462  ___________________________________________________________________
 SY0462* NAD 83(1991)-  47 33 17.41650(N)    122 19 11.66531(W)     ADJUSTED  
 SY0462* NAVD 88     -        34.137  (meters)     112.00   (feet)  ADJUSTED  
 SY0462  ___________________________________________________________________
 SY0462  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 SY0462  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SY0462  DYNAMIC HT  -          34.141 (meters)     112.01  (feet)  COMP
 SY0462  MODELED GRAV-     980,730.1   (mgal)                       NAVD 88
 SY0462
 SY0462  HORZ ORDER  -  SECOND
 SY0462  VERT ORDER  -  SECOND    CLASS 0
 SY0462
 SY0462.The horizontal coordinates were established by classical geodetic methods
 SY0462.and adjusted by the National Geodetic Survey in December 1991..
 SY0462
 SY0462.The orthometric height was determined by differential leveling
 SY0462.and adjusted by the National Geodetic Survey in June 1991..
 SY0462
 SY0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0462
 SY0462.The geoid height was determined by GEOID03.
 SY0462
 SY0462.The dynamic height is computed by dividing the NAVD 88
 SY0462.geopotential number by the normal gravity value computed on the
 SY0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0462.degrees latitude (g = 980.6199 gals.).
 SY0462
 SY0462.The modeled gravity was interpolated from observed gravity values.
 SY0462
 SY0462;                    North         East     Units Scale Factor Converg.
 SY0462;SPC WA N     -    62,768.674   388,120.967   MT  0.99999022   -1 06 24.4
 SY0462;SPC WA N     -   205,933.56  1,273,360.21   sFT  0.99999022   -1 06 24.4
 SY0462;UTM  10      - 5,267,048.326   551,166.670   MT  0.99963217   +0 30 06.7
 SY0462
 SY0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0462!SPC WA N     -   0.99999833  x   0.99999022  =   0.99998855
 SY0462!UTM  10      -   0.99999833  x   0.99963217  =   0.99963050
 SY0462
 SY0462|---------------------------------------------------------------------|
 SY0462| PID    Reference Object                     Distance      Geod. Az  |
 SY0462|                                                           dddmmss.s |
 SY0462| SY1543 11 WAHC                              79.026 METERS 08510     |
 SY0462| SY0463 12 WAHC                             458.906 METERS 1483318.7 |
 SY0462| SY4235 PERMANENTE 1957                     APPROX. 1.5 KM 2355754.0 |
 SY0462| SY0461 10 WAHC                             470.199 METERS 3354540.0 |
 SY0462|---------------------------------------------------------------------|
 SY0462
 SY0462                          SUPERSEDED SURVEY CONTROL
 SY0462
 SY0462  NAD 83(1986)-  47 33 17.41043(N)    122 19 11.67210(W) AD(       ) 2
 SY0462  NAD 27      -  47 33 18.05580(N)    122 19 07.22280(W) AD(       ) 2
 SY0462  NGVD 29 (??/??/??)   33.030  (m)          108.37   (f) ADJUSTED    2 0
 SY0462
 SY0462.Superseded values are not recommended for survey control.
 SY0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0462.See file dsdata.txt to determine how the superseded data were derived.
 SY0462
 SY0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5116767048(NAD 83)
 SY0462_MARKER: DS = TRIANGULATION STATION DISK
 SY0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0462_STAMPING: NO 11 1957
 SY0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0462+STABILITY: SURFACE MOTION
 SY0462
 SY0462  HISTORY     - Date     Condition        Report By
 SY0462  HISTORY     - 1957     MONUMENTED       CGS
 SY0462  HISTORY     - 1958     GOOD             CGS
 SY0462  HISTORY     - 1962     GOOD             CGS
 SY0462  HISTORY     - 20060727 MARK NOT FOUND   USPSQD
 SY0462
 SY0462                          STATION DESCRIPTION
 SY0462
 SY0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SY0462'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF SEATTLE,
 SY0462'AT THE INTERSECTION OF SWIFT AND BENNETT STREETS.
 SY0462'
 SY0462'THE STATION MARK IS A STANDARD DISK, STAMPED NO 11 1957, SET IN
 SY0462'THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AND FLUSH
 SY0462'WITH THE SURFACE OF THE GROUND.  IT IS 28 FEET NORTHWEST OF A POWER
 SY0462'POLE, 25 FEET WEST OF THE CENTER OF THE INTERSECTION OF SWIFT AND
 SY0462'BENNETT STREETS, 13 FEET EAST OF THE EDGE OF A STEEP BLUFF AND 12
 SY0462'FEET WEST OF THE SWIFT-BENNETT STREET SIGN STANDARD.
 SY0462'
 SY0462'NO 11 (WSF) IS A STEEL PIN CEMENTED IN THE TOP OF A 5 INCH
 SY0462'CYLINDRICAL CONCRETE MONUMENT WHICH IS SET 4 INCHES BELOW THE
 SY0462'GRAVELED SURFACE OF BENNETT STREET.  IT IS 50 FEET EAST OF THE
 SY0462'CENTER OF THE INTERSECTION OF CORSON AVENUE AND BENNETT STREET,
 SY0462'32 FEET NORTH OF A LEAD PLUG SET IN THE SIDEWALK ON THE SOUTH
 SY0462'SIDE OF BENNETT STREET AND 13.4 FEET SOUTH OF THE CEMENT WALK ON
 SY0462'THE NORTH SIDE OF BENNETT STREET.
 SY0462
 SY0462                          STATION RECOVERY (1958)
 SY0462
 SY0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0462'IN SEATTLE.
 SY0462'AT SEATTLE, KING COUNTY, SET IN A CONCRETE POST FLUSH WITH THE SURFACE
 SY0462'OF THE GROUND.  IT IS 28 FEET NORTHWEST OF A POWER POLE, 25 FEET WEST
 SY0462'OF THE CENTER OF THE INTERSECTION OF SWIFT AND BENNETT STREETS, 13
 SY0462'FEET EAST OF THE EDGE OF A STEEP BLUFF AND 12 FEET WEST OF THE
 SY0462'SWIFT-BENNETT STREETS STANDARD.  A STANDARD DISK STAMPED NO 11 1957.
 SY0462
 SY0462                          STATION RECOVERY (1962)
 SY0462
 SY0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0462'RECOVERED IN GOOD CONDITION.
 SY0462
 SY0462                          STATION RECOVERY (2006)
 SY0462
 SY0462'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0462'SWIFT AND BENNETT STREETS IS NOW INTERSTATE 5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0697 ***********************************************************************
 TP0697  DESIGNATION -  11 AA
 TP0697  PID         -  TP0697
 TP0697  STATE/COUNTY-  WA/OKANOGAN
 TP0697  USGS QUAD   -  CORRAL BUTTE (1981)
 TP0697
 TP0697                         *CURRENT SURVEY CONTROL
 TP0697  ___________________________________________________________________
 TP0697* NAD 83(1986)-  48 45 20.     (N)    119 55 20.     (W)     SCALED    
 TP0697* NAVD 88     -      2039.238  (meters)    6690.40   (feet)  ADJUSTED  
 TP0697  ___________________________________________________________________
 TP0697  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 TP0697  DYNAMIC HT  -        2038.985 (meters)    6689.57  (feet)  COMP
 TP0697  MODELED GRAV-     980,411.8   (mgal)                       NAVD 88
 TP0697
 TP0697  VERT ORDER  -  SECOND    CLASS 0
 TP0697
 TP0697.The horizontal coordinates were scaled from a topographic map and have
 TP0697.an estimated accuracy of +/- 6 seconds.
 TP0697
 TP0697.The orthometric height was determined by differential leveling
 TP0697.and adjusted by the National Geodetic Survey in June 1991..
 TP0697
 TP0697.The geoid height was determined by GEOID03.
 TP0697
 TP0697.The dynamic height is computed by dividing the NAVD 88
 TP0697.geopotential number by the normal gravity value computed on the
 TP0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0697.degrees latitude (g = 980.6199 gals.).
 TP0697
 TP0697.The modeled gravity was interpolated from observed gravity values.
 TP0697
 TP0697;                    North         East    Units  Estimated Accuracy
 TP0697;SPC WA N     -   195,590.      566,990.      MT  (+/- 180 meters Scaled)
 TP0697
 TP0697                          SUPERSEDED SURVEY CONTROL
 TP0697
 TP0697  NGVD 29 (??/??/92) 2037.677  (m)         6685.28   (f) ADJ UNCH    2 0
 TP0697
 TP0697.Superseded values are not recommended for survey control.
 TP0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0697.See file dsdata.txt to determine how the superseded data were derived.
 TP0697
 TP0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ852044(NAD 83)
 TP0697_MARKER: DD = SURVEY DISK
 TP0697_SETTING: 66 = SET IN ROCK OUTCROP
 TP0697_SP_SET: GRANITE OUTCROP
 TP0697_STAMPING: 11 AA 1954 6685
 TP0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0697+STABILITY: POSITION/ELEVATION WELL
 TP0697
 TP0697  HISTORY     - Date     Condition        Report By
 TP0697  HISTORY     - 1954     MONUMENTED       USGS
 TP0697  HISTORY     - 1959     GOOD             NGS
 TP0697
 TP0697                          STATION DESCRIPTION
 TP0697
 TP0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0697'36.5 MI SW FROM LOOMIS.
 TP0697'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0697'LOOMIS, THENCE 34.35 MILES WEST AND SOUTH ALONG A GRAVEL ROAD, 36.6
 TP0697'MILES NORTHEAST OF WINTHROP, 75 FEET WEST OF THE CENTER OF THE T
 TP0697'JUNCTION OF A TRACK ROAD LEADING NORTHEAST TO CECIL CREEK AND
 TP0697'SINLEHEKIN CREEK, IN TOP OF A 1-BY 5-FOOT GRANITE OUTCROP WHICH
 TP0697'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 46 FEET SOUTHWEST OF THE
 TP0697'CENTER LINE OF THE ROAD, 2.3 FEET NORTH OF A WITNESS POST, AND ABOUT 3
 TP0697'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1676 ***********************************************************************
 SV1676  DESIGNATION -  11 F 75
 SV1676  PID         -  SV1676
 SV1676  STATE/COUNTY-  WA/SPOKANE
 SV1676  USGS QUAD   -  SETTERS (1980)
 SV1676
 SV1676                         *CURRENT SURVEY CONTROL
 SV1676  ___________________________________________________________________
 SV1676* NAD 83(1991)-  47 27 43.82790(N)    117 02 23.53515(W)     ADJUSTED  
 SV1676* NAVD 88     -       815.0    (meters)    2674.     (feet)  VERTCON   
 SV1676  ___________________________________________________________________
 SV1676  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 SV1676  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 SV1676
 SV1676  HORZ ORDER  -  THIRD
 SV1676
 SV1676.The horizontal coordinates were established by classical geodetic methods
 SV1676.and adjusted by the National Geodetic Survey in December 1991..
 SV1676
 SV1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1676
 SV1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1676
 SV1676.The geoid height was determined by GEOID03.
 SV1676
 SV1676;                    North         East     Units Scale Factor Converg.
 SV1676;SPC WA N     -    58,433.717   785,904.480   MT  1.00000727   +2 49 27.5
 SV1676;SPC WA N     -   191,711.29  2,578,421.61   sFT  1.00000727   +2 49 27.5
 SV1676;SPC ID W     -   644,779.566   702,753.924   MT  1.00004951   -0 57 01.8
 SV1676;UTM  11      - 5,256,526.729   496,995.032   MT  0.99960011   -0 01 45.8
 SV1676
 SV1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1676!SPC WA N     -   0.99987506  x   1.00000727  =   0.99988233
 SV1676!SPC ID W     -   0.99987506  x   1.00004951  =   0.99992456
 SV1676!UTM  11      -   0.99987506  x   0.99960011  =   0.99947522
 SV1676
 SV1676:                Primary Azimuth Mark                     Grid Az
 SV1676:SPC WA N     -  F WAVERLY                                202 22 16.1
 SV1676:SPC ID W     -  F WAVERLY                                206 08 45.4
 SV1676:UTM  11      -  F WAVERLY                                205 13 29.4
 SV1676
 SV1676|---------------------------------------------------------------------|
 SV1676| PID    Reference Object                     Distance      Geod. Az  |
 SV1676|                                                           dddmmss.s |
 SV1676| SV1695 F WAVERLY                           APPROX.16.3 KM 2051143.6 |
 SV1676|---------------------------------------------------------------------|
 SV1676
 SV1676                          SUPERSEDED SURVEY CONTROL
 SV1676
 SV1676  NAD 83(1986)-  47 27 43.83365(N)    117 02 23.53193(W) AD(       ) 3
 SV1676  NGVD 29 (10/02/90)  813.8    (m)         2670.     (f) VERT ANG       
 SV1676
 SV1676.Superseded values are not recommended for survey control.
 SV1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1676.See file dsdata.txt to determine how the superseded data were derived.
 SV1676
 SV1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN9699556527(NAD 83)
 SV1676_MARKER: DS = TRIANGULATION STATION DISK
 SV1676_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1676
 SV1676  HISTORY     - Date     Condition        Report By
 SV1676  HISTORY     - 1952     MONUMENTED       USGS
 SV1676
 SV1676                          STATION DESCRIPTION
 SV1676
 SV1676'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1676'LOCATED 4.5 MI E. OF ROCKFORD, 0.1 MI S. OF SHARP BEND IN COUNTY
 SV1676'RD.  ON ID-WA STATE LINE.
 SV1676'
 SV1676'TO REACH FROM ROCKFORD, GO 0.25 MI E.  GO 0.1 MI N.  GO 0.1 MI
 SV1676'E.  GO 0.2 MI N.  GO 1.1 MI E.  GO 0.5 MI N. TO T-RD.  GO 2.7 MI
 SV1676'E. TO SHARP LEFT TURN IN MAIN RD. AT ID-WA STATE LINE.  FOLLOW
 SV1676'FIELD LINE 0.1 MI S. TO STATION.
 SV1676'
 SV1676'STATION MARK--STANDARD TABLET STAMPED---11-F-75 1952---, SET IN
 SV1676'CONCRETE POST.
 SV1676'
 SV1676'WA-ID BOUNDARY POST--BRASS CAP ON 4-INCH IRON PIPE AT EAST EDGE
 SV1676'OF SHARP BEND IN COUNTY RD.
 SV1676'
 SV1676'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1677 ***********************************************************************
 SV1677  DESIGNATION -  11 F 77
 SV1677  PID         -  SV1677
 SV1677  STATE/COUNTY-  WA/SPOKANE
 SV1677  USGS QUAD   -  CHENEY (1980)
 SV1677
 SV1677                         *CURRENT SURVEY CONTROL
 SV1677  ___________________________________________________________________
 SV1677* NAD 83(1991)-  47 27 24.63036(N)    117 31 55.24647(W)     ADJUSTED  
 SV1677* NAVD 88     -       726.1    (meters)    2382.     (feet)  VERTCON   
 SV1677  ___________________________________________________________________
 SV1677  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 SV1677  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 SV1677
 SV1677  HORZ ORDER  -  THIRD
 SV1677
 SV1677.The horizontal coordinates were established by classical geodetic methods
 SV1677.and adjusted by the National Geodetic Survey in December 1991..
 SV1677
 SV1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1677
 SV1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1677
 SV1677.The geoid height was determined by GEOID03.
 SV1677
 SV1677;                    North         East     Units Scale Factor Converg.
 SV1677;SPC WA N     -    56,131.517   748,862.754   MT  1.00000833   +2 27 28.4
 SV1677;SPC WA N     -   184,158.15  2,456,893.89   sFT  1.00000833   +2 27 28.4
 SV1677;UTM  11      - 5,256,070.482   459,899.507   MT  0.99961976   -0 23 31.1
 SV1677
 SV1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1677!SPC WA N     -   0.99988911  x   1.00000833  =   0.99989744
 SV1677!UTM  11      -   0.99988911  x   0.99961976  =   0.99950891
 SV1677
 SV1677:                Primary Azimuth Mark                     Grid Az
 SV1677:SPC WA N     -  FAIRVIEW                                 296 57 36.8
 SV1677:UTM  11      -  FAIRVIEW                                 299 48 36.3
 SV1677
 SV1677|---------------------------------------------------------------------|
 SV1677| PID    Reference Object                     Distance      Geod. Az  |
 SV1677|                                                           dddmmss.s |
 SV1677| SV1278 FAIRVIEW                            APPROX. 6.1 KM 2992505.2 |
 SV1677|---------------------------------------------------------------------|
 SV1677
 SV1677                          SUPERSEDED SURVEY CONTROL
 SV1677
 SV1677  NAD 83(1986)-  47 27 24.63875(N)    117 31 55.23904(W) AD(       ) 3
 SV1677  NGVD 29 (10/02/90)  724.9    (m)         2378.     (f) VERT ANG       
 SV1677
 SV1677.Superseded values are not recommended for survey control.
 SV1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1677.See file dsdata.txt to determine how the superseded data were derived.
 SV1677
 SV1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5990056070(NAD 83)
 SV1677_MARKER: DS = TRIANGULATION STATION DISK
 SV1677_SETTING: 80 = SET IN A BOULDER
 SV1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1677+STABILITY: SURFACE MOTION
 SV1677
 SV1677  HISTORY     - Date     Condition        Report By
 SV1677  HISTORY     - 1952     MONUMENTED       USGS
 SV1677
 SV1677                          STATION DESCRIPTION
 SV1677
 SV1677'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1677'LOCATED 6 MI W. OF SPANGLE, 2.5 MI SE. OF CHENEY, 0.3 MI SW. OF
 SV1677'RD. FORK.  55 FT. N. OF FENCE LINE, 20 FT. S. OF ROCK LEDGE, 15
 SV1677'FT. E. OF 6-INCH PINE TREE.
 SV1677'
 SV1677'TO REACH FROM CHENEY POST OFFICE, GO 0.1 MI W.  TURN LEFT ON
 SV1677'CHENEY-PLAZA RD. 0.9 MI TO RR. OVERPASS, CONTINUE 2.4 MI TO FENCE
 SV1677'TO W. (ABOUT 0.3 MI S. OF RD. FORK), FOLLOW FENCE LINE ABOUT 0.3
 SV1677'MI W. TO STATION.
 SV1677'
 SV1677'STATION MARK--STANDARD TABLET STAMPED---11-F-77 1952---, CEMENTED
 SV1677'IN ROCK FLUSH WITH GROUND.
 SV1677'
 SV1677'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1678 ***********************************************************************
 SV1678  DESIGNATION -  11 F 78
 SV1678  PID         -  SV1678
 SV1678  STATE/COUNTY-  WA/SPOKANE
 SV1678  USGS QUAD   -  SPANGLE WEST (1980)
 SV1678
 SV1678                         *CURRENT SURVEY CONTROL
 SV1678  ___________________________________________________________________
 SV1678* NAD 83(1991)-  47 25 28.46550(N)    117 24 24.22558(W)     ADJUSTED  
 SV1678* NAVD 88     -       784.4    (meters)    2573.     (feet)  VERTCON   
 SV1678  ___________________________________________________________________
 SV1678  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 SV1678  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 SV1678
 SV1678  HORZ ORDER  -  THIRD
 SV1678
 SV1678.The horizontal coordinates were established by classical geodetic methods
 SV1678.and adjusted by the National Geodetic Survey in December 1991..
 SV1678
 SV1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1678
 SV1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1678
 SV1678.The geoid height was determined by GEOID03.
 SV1678
 SV1678;                    North         East     Units Scale Factor Converg.
 SV1678;SPC WA N     -    52,960.316   758,460.542   MT  1.00001492   +2 33 04.2
 SV1678;SPC WA N     -   173,753.97  2,488,382.63   sFT  1.00001492   +2 33 04.2
 SV1678;UTM  11      - 5,252,427.387   469,323.995   MT  0.99961156   -0 17 58.2
 SV1678
 SV1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1678!SPC WA N     -   0.99987995  x   1.00001492  =   0.99989486
 SV1678!UTM  11      -   0.99987995  x   0.99961156  =   0.99949155
 SV1678
 SV1678:                Primary Azimuth Mark                     Grid Az
 SV1678:SPC WA N     -  PORTLAND SPOKANE AIRWAY BCN 33           214 29 21.8
 SV1678:UTM  11      -  PORTLAND SPOKANE AIRWAY BCN 33           217 20 24.2
 SV1678
 SV1678|---------------------------------------------------------------------|
 SV1678| PID    Reference Object                     Distance      Geod. Az  |
 SV1678|                                                           dddmmss.s |
 SV1678| SV1275 PORTLAND SPOKANE AIRWAY BCN 33      APPROX.11.6 KM 2170226.0 |
 SV1678|---------------------------------------------------------------------|
 SV1678
 SV1678                          SUPERSEDED SURVEY CONTROL
 SV1678
 SV1678  NAD 83(1986)-  47 25 28.47303(N)    117 24 24.21817(W) AD(       ) 3
 SV1678  NGVD 29 (10/02/90)  783.2    (m)         2570.     (f) VERT ANG       
 SV1678
 SV1678.Superseded values are not recommended for survey control.
 SV1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1678.See file dsdata.txt to determine how the superseded data were derived.
 SV1678
 SV1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN6932452427(NAD 83)
 SV1678_MARKER: DS = TRIANGULATION STATION DISK
 SV1678_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1678
 SV1678  HISTORY     - Date     Condition        Report By
 SV1678  HISTORY     - 1952     MONUMENTED       USGS
 SV1678
 SV1678                          STATION DESCRIPTION
 SV1678
 SV1678'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1678'LOCATED 9 MI SE. OF CHENEY, 1.5 MI W. OF SPANGLE.  ON TOP OF
 SV1678'HIGHEST CULTIVATED HILL IN VICINITY.
 SV1678'
 SV1678'TO REACH FROM SPANGLE, TAKE SPANGLE-CHENEY RD. 0.25 MI TO Y-RD.
 SV1678'LEAVE PAVED RD. AND CONTINUE 1 MI W.  WALK ABOUT 1000 FT. S. TO
 SV1678'HIGHEST POINT OF HILL AND STATION.
 SV1678'
 SV1678'STATION MARK--STANDARD TABLET STAMPED---11-F-78 1952---, SET IN
 SV1678'CONCRETE POST 14 INCHES BELOW SURFACE.
 SV1678'
 SV1678'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1679 ***********************************************************************
 SV1679  DESIGNATION -  11 F 79
 SV1679  PID         -  SV1679
 SV1679  STATE/COUNTY-  WA/SPOKANE
 SV1679  USGS QUAD   -  SETTERS (1980)
 SV1679
 SV1679                         *CURRENT SURVEY CONTROL
 SV1679  ___________________________________________________________________
 SV1679* NAD 83(1991)-  47 22 45.96212(N)    117 03 20.91969(W)     ADJUSTED  
 SV1679* NAVD 88     -       910.4    (meters)    2987.     (feet)  VERTCON   
 SV1679  ___________________________________________________________________
 SV1679  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 SV1679  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 SV1679
 SV1679  HORZ ORDER  -  THIRD
 SV1679
 SV1679.The horizontal coordinates were established by classical geodetic methods
 SV1679.and adjusted by the National Geodetic Survey in December 1991..
 SV1679
 SV1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1679
 SV1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1679
 SV1679.The geoid height was determined by GEOID03.
 SV1679
 SV1679;                    North         East     Units Scale Factor Converg.
 SV1679;SPC WA N     -    49,186.547   785,155.446   MT  1.00002467   +2 48 44.8
 SV1679;SPC WA N     -   161,372.86  2,575,964.16   sFT  1.00002467   +2 48 44.8
 SV1679;SPC ID W     -   635,601.430   701,397.791   MT  1.00005277   -0 57 39.5
 SV1679;UTM  11      - 5,247,332.139   495,787.067   MT  0.99960022   -0 02 27.8
 SV1679
 SV1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1679!SPC WA N     -   0.99986013  x   1.00002467  =   0.99988480
 SV1679!SPC ID W     -   0.99986013  x   1.00005277  =   0.99991289
 SV1679!UTM  11      -   0.99986013  x   0.99960022  =   0.99946041
 SV1679
 SV1679:                Primary Azimuth Mark                     Grid Az
 SV1679:SPC WA N     -  F WAVERLY                                222 59 44.5
 SV1679:SPC ID W     -  F WAVERLY                                226 46 08.8
 SV1679:UTM  11      -  F WAVERLY                                225 50 57.1
 SV1679
 SV1679|---------------------------------------------------------------------|
 SV1679| PID    Reference Object                     Distance      Geod. Az  |
 SV1679|                                                           dddmmss.s |
 SV1679| SV1695 F WAVERLY                           APPROX. 8.0 KM 2254829.3 |
 SV1679|---------------------------------------------------------------------|
 SV1679
 SV1679                          SUPERSEDED SURVEY CONTROL
 SV1679
 SV1679  NAD 83(1986)-  47 22 45.96885(N)    117 03 20.91461(W) AD(       ) 3
 SV1679  NGVD 29 (10/02/90)  909.2    (m)         2983.     (f) VERT ANG       
 SV1679
 SV1679.Superseded values are not recommended for survey control.
 SV1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1679.See file dsdata.txt to determine how the superseded data were derived.
 SV1679
 SV1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN9578747332(NAD 83)
 SV1679_MARKER: DS = TRIANGULATION STATION DISK
 SV1679_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1679
 SV1679  HISTORY     - Date     Condition        Report By
 SV1679  HISTORY     - 1952     MONUMENTED       USGS
 SV1679
 SV1679                          STATION DESCRIPTION
 SV1679
 SV1679'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1679'LOCATED 8.5 MI NE. OF LATAH, 6.5 MI SE. OF ROCKFORD, 5.5 MI E. OF
 SV1679'FAIRFIELD.  ON FLAT-TOPPED HILL TIMBERED TO N. AND E.  250 FT. SE.
 SV1679'OF LONE TREE ALONG FENCE LINE, 100 FT. E. OF FENCE LINE.
 SV1679'
 SV1679'TO REACH FROM FAIRFIELD, GO 2.8 MI E. ON GRADED RD. TO Y-FORK.
 SV1679'TAKE LEFT FORK 0.15 MI TO Y-FORK.  TAKE RIGHT FORK 1.1 MI TO
 SV1679'X-RDS., CONTINUE 2.5 MI TO SIDE RD. S. (ID-WA LINE).  GO 1.1 MI S.
 SV1679'TO SIDE RD. W.  GO 0.6 MI W. TO GATE ON RIGHT.  TURN RIGHT AND GO
 SV1679'UP RIDGE TO TOP AND STATION.
 SV1679'
 SV1679'STATION MARK--STANDARD TABLET STAMPED---11-F-79 1952---, SET IN
 SV1679'CONCRETE POST.
 SV1679'
 SV1679'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1680 ***********************************************************************
 SV1680  DESIGNATION -  11 F 80
 SV1680  PID         -  SV1680
 SV1680  STATE/COUNTY-  WA/SPOKANE
 SV1680  USGS QUAD   -  FAIRFIELD (1980)
 SV1680
 SV1680                         *CURRENT SURVEY CONTROL
 SV1680  ___________________________________________________________________
 SV1680* NAD 83(1991)-  47 23 53.44668(N)    117 12 31.38112(W)     ADJUSTED  
 SV1680* NAVD 88     -       806.3    (meters)    2645.     (feet)  VERTCON   
 SV1680  ___________________________________________________________________
 SV1680  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 SV1680  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 SV1680
 SV1680  HORZ ORDER  -  THIRD
 SV1680
 SV1680.The horizontal coordinates were established by classical geodetic methods
 SV1680.and adjusted by the National Geodetic Survey in December 1991..
 SV1680
 SV1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1680
 SV1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1680
 SV1680.The geoid height was determined by GEOID03.
 SV1680
 SV1680;                    North         East     Units Scale Factor Converg.
 SV1680;SPC WA N     -    50,713.281   773,523.559   MT  1.00002055   +2 41 55.0
 SV1680;SPC WA N     -   166,381.82  2,537,801.88   sFT  1.00002055   +2 41 55.0
 SV1680;UTM  11      - 5,249,435.029   484,250.445   MT  0.99960305   -0 09 13.1
 SV1680
 SV1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1680!SPC WA N     -   0.99987647  x   1.00002055  =   0.99989702
 SV1680!UTM  11      -   0.99987647  x   0.99960305  =   0.99947957
 SV1680
 SV1680:                Primary Azimuth Mark                     Grid Az
 SV1680:SPC WA N     -  F FAIRFIELD                              083 58 09.6
 SV1680:UTM  11      -  F FAIRFIELD                              086 49 17.7
 SV1680
 SV1680|---------------------------------------------------------------------|
 SV1680| PID    Reference Object                     Distance      Geod. Az  |
 SV1680|                                                           dddmmss.s |
 SV1680| SV1692 F FAIRFIELD                         APPROX. 5.6 KM 0864004.6 |
 SV1680|---------------------------------------------------------------------|
 SV1680
 SV1680                          SUPERSEDED SURVEY CONTROL
 SV1680
 SV1680  NAD 83(1986)-  47 23 53.45346(N)    117 12 31.37468(W) AD(       ) 3
 SV1680  NGVD 29 (10/02/90)  805.1    (m)         2641.     (f) VERT ANG       
 SV1680
 SV1680.Superseded values are not recommended for survey control.
 SV1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1680.See file dsdata.txt to determine how the superseded data were derived.
 SV1680
 SV1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN8425049435(NAD 83)
 SV1680_MARKER: DS = TRIANGULATION STATION DISK
 SV1680_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1680
 SV1680  HISTORY     - Date     Condition        Report By
 SV1680  HISTORY     - 1952     MONUMENTED       USGS
 SV1680
 SV1680                          STATION DESCRIPTION
 SV1680
 SV1680'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1680'LOCATED 2 MI NW. OF FAIRFIELD.  ABOUT 750 FT. W. OF RR. TRACK, ON
 SV1680'HIGHEST POINT OF CULTIVATED HILL.
 SV1680'
 SV1680'TO REACH FROM FAIRFIELD, GO 0.25 MI N. ALONG FAIRFIELD-ROCKFORD
 SV1680'HWY. TO T-RD. W.  GO 0.5 MI W. TO X-RDS.  GO 0.5 N. TO T-RD.  GO
 SV1680'0.95 MI W. TO RR. TRACK, CONTINUE 0.15 MI W. TO HIGH POINT AND
 SV1680'STATION.
 SV1680'
 SV1680'STATION MARK--STANDARD TABLET STAMPED---11-F-80 1952---, IN
 SV1680'CONCRETE POST 1 FT. BELOW SURFACE.
 SV1680'
 SV1680'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1681 ***********************************************************************
 SV1681  DESIGNATION -  11 F 81
 SV1681  PID         -  SV1681
 SV1681  STATE/COUNTY-  WA/SPOKANE
 SV1681  USGS QUAD   -  SPRING VALLEY (1980)
 SV1681
 SV1681                         *CURRENT SURVEY CONTROL
 SV1681  ___________________________________________________________________
 SV1681* NAD 83(1991)-  47 22 18.61210(N)    117 18 07.24451(W)     ADJUSTED  
 SV1681* NAVD 88     -       789.9    (meters)    2592.     (feet)  VERTCON   
 SV1681  ___________________________________________________________________
 SV1681  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 SV1681  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 SV1681
 SV1681  HORZ ORDER  -  THIRD
 SV1681
 SV1681.The horizontal coordinates were established by classical geodetic methods
 SV1681.and adjusted by the National Geodetic Survey in December 1991..
 SV1681
 SV1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1681
 SV1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1681
 SV1681.The geoid height was determined by GEOID03.
 SV1681
 SV1681;                    North         East     Units Scale Factor Converg.
 SV1681;SPC WA N     -    47,460.200   766,622.588   MT  1.00002637   +2 37 44.9
 SV1681;SPC WA N     -   155,709.01  2,515,160.94   sFT  1.00002637   +2 37 44.9
 SV1681;UTM  11      - 5,246,530.535   477,199.125   MT  0.99960639   -0 13 20.0
 SV1681
 SV1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1681!SPC WA N     -   0.99987907  x   1.00002637  =   0.99990543
 SV1681!UTM  11      -   0.99987907  x   0.99960639  =   0.99948551
 SV1681
 SV1681:                Primary Azimuth Mark                     Grid Az
 SV1681:SPC WA N     -  11 F 86                                  156 06 23.7
 SV1681:UTM  11      -  11 F 86                                  158 57 28.6
 SV1681
 SV1681|---------------------------------------------------------------------|
 SV1681| PID    Reference Object                     Distance      Geod. Az  |
 SV1681|                                                           dddmmss.s |
 SV1681| SV1686 11 F 86                             APPROX. 6.8 KM 1584408.6 |
 SV1681|---------------------------------------------------------------------|
 SV1681
 SV1681                          SUPERSEDED SURVEY CONTROL
 SV1681
 SV1681  NAD 83(1986)-  47 22 18.61960(N)    117 18 07.23684(W) AD(       ) 3
 SV1681  NGVD 29 (10/02/90)  788.7    (m)         2588.     (f) VERT ANG       
 SV1681
 SV1681.Superseded values are not recommended for survey control.
 SV1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1681.See file dsdata.txt to determine how the superseded data were derived.
 SV1681
 SV1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN7719946531(NAD 83)
 SV1681_MARKER: DS = TRIANGULATION STATION DISK
 SV1681_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1681
 SV1681  HISTORY     - Date     Condition        Report By
 SV1681  HISTORY     - 1952     MONUMENTED       USGS
 SV1681
 SV1681                          STATION DESCRIPTION
 SV1681
 SV1681'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1681'LOCATED 9.5 MI SW. OF ROCKFORD, 9 MI NW. OF LATAH, 5.5 MI SE. OF
 SV1681'SPANGLE, 0.2 MI S. OF JOHN RANCH, 0.1 MI W. OF PAVED RD.  ON
 SV1681'HIGHEST POINT OF CULTIVATED HILL.
 SV1681'
 SV1681'TO REACH FROM SPANGLE POST OFFICE, GO 1.2 MI S. ON MAIN RD. TO
 SV1681'PAVED RD. LEFT PAST SCHOOL BLDGS. ON LEFT.  GO 4.4 MI TO JOHN
 SV1681'RANCH (HOUSE ON LEFT SIDE OF RD., LARGE BARN ON RIGHT), CONTINUE
 SV1681'0.2 MI TO TOP OF RISE ON HIGH POINT OF CULTIVATED HILL TO W.
 SV1681'
 SV1681'STATION MARK--STANDARD TABLET STAMPED---11-F-81 1952---, SET IN
 SV1681'CONCRETE POST 12 INCHES BELOW SURFACE.
 SV1681'
 SV1681'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1682 ***********************************************************************
 SV1682  DESIGNATION -  11 F 82
 SV1682  PID         -  SV1682
 SV1682  STATE/COUNTY-  WA/SPOKANE
 SV1682  USGS QUAD   -  CHAPMAN LAKE (1980)
 SV1682
 SV1682                         *CURRENT SURVEY CONTROL
 SV1682  ___________________________________________________________________
 SV1682* NAD 83(1991)-  47 22 02.71948(N)    117 33 26.72242(W)     ADJUSTED  
 SV1682* NAVD 88     -       730.7    (meters)    2397.     (feet)  VERTCON   
 SV1682  ___________________________________________________________________
 SV1682  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 SV1682  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SV1682
 SV1682  HORZ ORDER  -  THIRD
 SV1682
 SV1682.The horizontal coordinates were established by classical geodetic methods
 SV1682.and adjusted by the National Geodetic Survey in December 1991..
 SV1682
 SV1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1682
 SV1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1682
 SV1682.The geoid height was determined by GEOID03.
 SV1682
 SV1682;                    North         East     Units Scale Factor Converg.
 SV1682;SPC WA N     -    46,116.912   747,371.515   MT  1.00002737   +2 26 20.3
 SV1682;SPC WA N     -   151,301.90  2,452,001.38   sFT  1.00002737   +2 26 20.3
 SV1682;UTM  11      - 5,246,146.333   457,913.051   MT  0.99962177   -0 24 36.4
 SV1682
 SV1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1682!SPC WA N     -   0.99988841  x   1.00002737  =   0.99991577
 SV1682!UTM  11      -   0.99988841  x   0.99962177  =   0.99951022
 SV1682
 SV1682:                Primary Azimuth Mark                     Grid Az
 SV1682:SPC WA N     -  TOWER                                    334 40 20.2
 SV1682:UTM  11      -  TOWER                                    337 31 16.9
 SV1682
 SV1682|---------------------------------------------------------------------|
 SV1682| PID    Reference Object                     Distance      Geod. Az  |
 SV1682|                                                           dddmmss.s |
 SV1682| SV1716 TOWER                               APPROX. 7.5 KM 3370640.5 |
 SV1682|---------------------------------------------------------------------|
 SV1682
 SV1682                          SUPERSEDED SURVEY CONTROL
 SV1682
 SV1682  NAD 83(1986)-  47 22 02.72861(N)    117 33 26.71538(W) AD(       ) 3
 SV1682  NGVD 29 (10/02/90)  729.5    (m)         2393.     (f) VERT ANG       
 SV1682
 SV1682.Superseded values are not recommended for survey control.
 SV1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1682.See file dsdata.txt to determine how the superseded data were derived.
 SV1682
 SV1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5791346146(NAD 83)
 SV1682_MARKER: DS = TRIANGULATION STATION DISK
 SV1682_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1682
 SV1682  HISTORY     - Date     Condition        Report By
 SV1682  HISTORY     - 1952     MONUMENTED       USGS
 SV1682
 SV1682                          STATION DESCRIPTION
 SV1682
 SV1682'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1682'LOCATED 7.5 MI S. OF CHENEY, 7.5 MI SW. OF SPANGLE, 0.5 MI E. OF
 SV1682'CHAPMAN LAKE.  ON NORTHWEST END OF LAVA MESA, IN SMALL, GRASSY
 SV1682'CLUMP 3 FT. HIGHER THAN SURROUNDING AREA.
 SV1682'
 SV1682'TO REACH FROM CHENEY POST OFFICE, GO 0.1 MI W. TO CHENEY-PLAZA
 SV1682'RD.  TURN LEFT 8 MI TO SHARP LEFT TURN, CONTINUE 0.5 MI S. TO
 SV1682'SIDE RD. SW.  TURN RIGHT 1.6 MI TO T-RD.  GO 0.5 MI S. TO DIM
 SV1682'X-RDS.  GO 1 MI W. TO RANCH BLDGS., CONTINUE W. CROSSING GRAVELED
 SV1682'RD. THEN CROSS-COUNTRY 0.8 MI SW. TO NORTHWEST END OF LAVA MESA
 SV1682'AND STATION.
 SV1682'
 SV1682'STATION MARK--STANDARD TABLET STAMPED---11-F-82 1952---, SET IN
 SV1682'CONCRETE MONUMENT.
 SV1682'
 SV1682'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1683 ***********************************************************************
 SV1683  DESIGNATION -  11 F 83
 SV1683  PID         -  SV1683
 SV1683  STATE/COUNTY-  WA/SPOKANE
 SV1683  USGS QUAD   -  FISHTRAP LAKE (1981)
 SV1683
 SV1683                         *CURRENT SURVEY CONTROL
 SV1683  ___________________________________________________________________
 SV1683* NAD 83(1991)-  47 20 03.41147(N)    117 45 36.36578(W)     ADJUSTED  
 SV1683* NAVD 88     -       716.9    (meters)    2352.     (feet)  VERTCON   
 SV1683  ___________________________________________________________________
 SV1683  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 SV1683  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 SV1683
 SV1683  HORZ ORDER  -  THIRD
 SV1683
 SV1683.The horizontal coordinates were established by classical geodetic methods
 SV1683.and adjusted by the National Geodetic Survey in December 1991..
 SV1683
 SV1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1683
 SV1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1683
 SV1683.The geoid height was determined by GEOID03.
 SV1683
 SV1683;                    North         East     Units Scale Factor Converg.
 SV1683;SPC WA N     -    41,803.829   732,222.293   MT  1.00003503   +2 17 17.1
 SV1683;SPC WA N     -   137,151.40  2,402,299.31   sFT  1.00003503   +2 17 17.1
 SV1683;UTM  11      - 5,242,592.731   442,574.378   MT  0.99964053   -0 33 32.2
 SV1683
 SV1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1683!SPC WA N     -   0.99989062  x   1.00003503  =   0.99992565
 SV1683!UTM  11      -   0.99989062  x   0.99964053  =   0.99953119
 SV1683
 SV1683:                Primary Azimuth Mark                     Grid Az
 SV1683:SPC WA N     -  11 F 84                                  075 01 32.4
 SV1683:UTM  11      -  11 F 84                                  077 52 21.7
 SV1683
 SV1683|---------------------------------------------------------------------|
 SV1683| PID    Reference Object                     Distance      Geod. Az  |
 SV1683|                                                           dddmmss.s |
 SV1683| SV1684 11 F 84                             APPROX. 6.2 KM 0771849.5 |
 SV1683|---------------------------------------------------------------------|
 SV1683
 SV1683                          SUPERSEDED SURVEY CONTROL
 SV1683
 SV1683  NAD 83(1986)-  47 20 03.42184(N)    117 45 36.35763(W) AD(       ) 3
 SV1683  NGVD 29 (10/02/90)  715.7    (m)         2348.     (f) VERT ANG       
 SV1683
 SV1683.Superseded values are not recommended for survey control.
 SV1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1683.See file dsdata.txt to determine how the superseded data were derived.
 SV1683
 SV1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN4257442593(NAD 83)
 SV1683_MARKER: DS = TRIANGULATION STATION DISK
 SV1683_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1683
 SV1683  HISTORY     - Date     Condition        Report By
 SV1683  HISTORY     - 1952     MONUMENTED       USGS
 SV1683
 SV1683                          STATION DESCRIPTION
 SV1683
 SV1683'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1683'LOCATED 2 MI SW. OF AMBER LAKE.  ON NORTHEAST POINT OF PLATEAU
 SV1683'SURROUNDED BY CULTIVATED LAND.
 SV1683'
 SV1683'TO REACH FROM CHENEY POST OFFICE, GO 2 MI W. TO SIDE RD. LEFT
 SV1683'(BADGER LAKE RD.).  TURN LEFT 1.5 MI TO OVERPASS, GO 1.4 MI TO
 SV1683'SIDE RD. ON LEFT AND SIGN REFUGE HEADQUARTERS, CONTINUE ON MAIN
 SV1683'RD. 5.8 MI TO SIDE RD. LEFT AND SIGN PLAZA 16 MI, KEEP RIGHT
 SV1683'1.5 MI TO SIDE RD. AND SIGN WILLIAMS LAKE RESORT.  TURN RIGHT
 SV1683'3.4 MI TO RESORT ON LEFT, CONTINUE 1.3 MI W. TO T-RD.  TURN LEFT
 SV1683'1.5 MI TO T-RD. AND SIGN AMBER-FISHTRAP.  TURN RIGHT 2.1 MI TO
 SV1683'T-RD. ON LEFT AND SIGN FISHTRAP.  TURN LEFT 0.7 MI TO RR.
 SV1683'X-ING., CONTINUE 0.4 MI TO T-RD. RIGHT, CONTINUE STRAIGHT 0.4 MI
 SV1683'W., ON LEFT ON NORTHEAST POINT OF SHARP RIDGE 200 YARDS DISTANT.
 SV1683'
 SV1683'STATION MARK--STANDARD TABLET STAMPED---11-F-83 1952---, SET IN
 SV1683'CONCRETE POST.
 SV1683'
 SV1683'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1684 ***********************************************************************
 SV1684  DESIGNATION -  11 F 84
 SV1684  PID         -  SV1684
 SV1684  STATE/COUNTY-  WA/SPOKANE
 SV1684  USGS QUAD   -  AMBER (1981)
 SV1684
 SV1684                         *CURRENT SURVEY CONTROL
 SV1684  ___________________________________________________________________
 SV1684* NAD 83(1991)-  47 20 47.11556(N)    117 40 50.06344(W)     ADJUSTED  
 SV1684* NAVD 88     -       754.5    (meters)    2475.     (feet)  VERTCON   
 SV1684  ___________________________________________________________________
 SV1684  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 SV1684  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 SV1684
 SV1684  HORZ ORDER  -  THIRD
 SV1684
 SV1684.The horizontal coordinates were established by classical geodetic methods
 SV1684.and adjusted by the National Geodetic Survey in December 1991..
 SV1684
 SV1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1684
 SV1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1684
 SV1684.The geoid height was determined by GEOID03.
 SV1684
 SV1684;                    North         East     Units Scale Factor Converg.
 SV1684;SPC WA N     -    43,395.525   738,173.090   MT  1.00003219   +2 20 50.3
 SV1684;SPC WA N     -   142,373.48  2,421,822.88   sFT  1.00003219   +2 20 50.3
 SV1684;UTM  11      - 5,243,886.333   448,594.507   MT  0.99963247   -0 30 02.0
 SV1684
 SV1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1684!SPC WA N     -   0.99988471  x   1.00003219  =   0.99991689
 SV1684!UTM  11      -   0.99988471  x   0.99963247  =   0.99951722
 SV1684
 SV1684:                Primary Azimuth Mark                     Grid Az
 SV1684:SPC WA N     -  CORDILL                                  193 41 54.8
 SV1684:UTM  11      -  CORDILL                                  196 32 47.1
 SV1684
 SV1684|---------------------------------------------------------------------|
 SV1684| PID    Reference Object                     Distance      Geod. Az  |
 SV1684|                                                           dddmmss.s |
 SV1684| SV1283 CORDILL                             APPROX.10.9 KM 1960245.1 |
 SV1684|---------------------------------------------------------------------|
 SV1684
 SV1684                          SUPERSEDED SURVEY CONTROL
 SV1684
 SV1684  NAD 83(1986)-  47 20 47.12541(N)    117 40 50.05591(W) AD(       ) 3
 SV1684  NGVD 29 (10/02/90)  753.3    (m)         2471.     (f) VERT ANG       
 SV1684
 SV1684.Superseded values are not recommended for survey control.
 SV1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1684.See file dsdata.txt to determine how the superseded data were derived.
 SV1684
 SV1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN4859543886(NAD 83)
 SV1684_MARKER: DS = TRIANGULATION STATION DISK
 SV1684_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1684
 SV1684  HISTORY     - Date     Condition        Report By
 SV1684  HISTORY     - 1952     MONUMENTED       USGS
 SV1684
 SV1684                          STATION DESCRIPTION
 SV1684
 SV1684'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1684'LOCATED 11.5 MI W. OF PLAZA, 9 MI SW. OF CHENEY, 1 MI N. OF
 SV1684'WILLIAMS LAKE.  4 FT. S. OF SHARP DROPOFF AT EAST END OF CLUMP OF
 SV1684'BRUSH, ON NORTH EDGE OF CULTIVATED FIELD.
 SV1684'
 SV1684'TO REACH FROM CHENEY POST OFFICE, GO 2 MI W. TO BADGER LAKE RD.
 SV1684'TURN LEFT 1.5 MI TO RR. OVERPASS, GO 1.5 MI TO SIDE RD. RIGHT.  GO
 SV1684'1.4 MI TO SIDE RD. LEFT AND SIGN REFUGE HEADQUARTERS, CONTINUE
 SV1684'ON MAIN RD. 5.8 MI TO SIDE RD. LEFT AND SIGN PLAZA 16 MI.  KEEP
 SV1684'RIGHT 1.5 MI TO SIDE RD. AND SIGN WILLIAMS LAKE RESORT.  TURN
 SV1684'RIGHT 3.4 MI PASSING RESORT ON LEFT, CONTINUE 1.3 MI TO T-RD.
 SV1684'TURN RIGHT 1.4 MI TO DRIVEWAY TO E.  GO 0.2 MI E. TO RANCH.  TURN
 SV1684'RIGHT BETWEEN HOUSE AND BARN AND FOLLOW FIELD RD. TO TOP OF RIDGE
 SV1684'AND STATION.
 SV1684'
 SV1684'STATION MARK--STANDARD TABLET STAMPED---11-F-84 1952---, SET IN
 SV1684'CONCRETE POST.
 SV1684'
 SV1684'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1686 ***********************************************************************
 SV1686  DESIGNATION -  11 F 86
 SV1686  PID         -  SV1686
 SV1686  STATE/COUNTY-  WA/SPOKANE
 SV1686  USGS QUAD   -  SPRING VALLEY (1980)
 SV1686
 SV1686                         *CURRENT SURVEY CONTROL
 SV1686  ___________________________________________________________________
 SV1686* NAD 83(1991)-  47 18 51.93855(N)    117 16 08.98697(W)     ADJUSTED  
 SV1686* NAVD 88     -       809.5    (meters)    2656.     (feet)  VERTCON   
 SV1686  ___________________________________________________________________
 SV1686  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 SV1686  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 SV1686
 SV1686  HORZ ORDER  -  THIRD
 SV1686
 SV1686.The horizontal coordinates were established by classical geodetic methods
 SV1686.and adjusted by the National Geodetic Survey in December 1991..
 SV1686
 SV1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1686
 SV1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1686
 SV1686.The geoid height was determined by GEOID03.
 SV1686
 SV1686;                    North         East     Units Scale Factor Converg.
 SV1686;SPC WA N     -    41,198.545   769,396.528   MT  1.00003978   +2 39 13.0
 SV1686;SPC WA N     -   135,165.56  2,524,261.78   sFT  1.00003978   +2 39 13.0
 SV1686;UTM  11      - 5,240,141.372   479,657.089   MT  0.99960509   -0 11 52.3
 SV1686
 SV1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1686!SPC WA N     -   0.99987600  x   1.00003978  =   0.99991577
 SV1686!UTM  11      -   0.99987600  x   0.99960509  =   0.99948114
 SV1686
 SV1686:                Primary Azimuth Mark                     Grid Az
 SV1686:SPC WA N     -  11 F 81                                  336 06 22.6
 SV1686:UTM  11      -  11 F 81                                  338 57 27.9
 SV1686
 SV1686|---------------------------------------------------------------------|
 SV1686| PID    Reference Object                     Distance      Geod. Az  |
 SV1686|                                                           dddmmss.s |
 SV1686| SV1681 11 F 81                             APPROX. 6.8 KM 3384535.6 |
 SV1686|---------------------------------------------------------------------|
 SV1686
 SV1686                          SUPERSEDED SURVEY CONTROL
 SV1686
 SV1686  NAD 83(1986)-  47 18 51.94623(N)    117 16 08.97979(W) AD(       ) 3
 SV1686  NGVD 29 (10/02/90)  808.3    (m)         2652.     (f) VERT ANG       
 SV1686
 SV1686.Superseded values are not recommended for survey control.
 SV1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1686.See file dsdata.txt to determine how the superseded data were derived.
 SV1686
 SV1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN7965740141(NAD 83)
 SV1686_MARKER: DS = TRIANGULATION STATION DISK
 SV1686_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1686
 SV1686  HISTORY     - Date     Condition        Report By
 SV1686  HISTORY     - 1952     MONUMENTED       USGS
 SV1686
 SV1686                          STATION DESCRIPTION
 SV1686
 SV1686'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1686'LOCATED 7 MI SW. OF FAIRFIELD, 5.5 MI NW. OF LATAH, 4.5 MI SE. OF
 SV1686'PLAZA.  ON FLAT-TOPPED HILL AT SOUTH EDGE OF OLD HAYSTACK YARD.
 SV1686'
 SV1686'TO REACH FROM TEKOA POST OFFICE, GO N. ON MAIN STREET.  GO 0.3 MI
 SV1686'W. TO JCT. WITH STATE HWY. 3H AT T-RD.  TURN LEFT FOLLOWING MAIN
 SV1686'RD. 3.1 MI TO T-RD. AT FAIRBANKS.  TURN RIGHT 1.2 MI TO X-RDS.,
 SV1686'CONTINUE STRAIGHT 1.7 MI TO T-RD.  TURN LEFT 1.8 MI TO T-RD. AT
 SV1686'SPRING VALLEY.  TAKE RIGHT FORK 3.5 MI TO X-RDS. AND LARGE
 SV1686'WAREHOUSE.  GO 1.1 MI W. TO FIELD RD. S.  GO 0.3 MI S. TO HIGH
 SV1686'POINT OF HILL AND STATION.
 SV1686'
 SV1686'STATION MARK--STANDARD TABLET STAMPED---11-F-86 1952---, SET IN
 SV1686'CONCRETE POST 12 INCHES BELOW SURFACE.
 SV1686'
 SV1686'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1687 ***********************************************************************
 SV1687  DESIGNATION -  11 F 87
 SV1687  PID         -  SV1687
 SV1687  STATE/COUNTY-  WA/SPOKANE
 SV1687  USGS QUAD   -  PLAZA (1980)
 SV1687
 SV1687                         *CURRENT SURVEY CONTROL
 SV1687  ___________________________________________________________________
 SV1687* NAD 83(1991)-  47 16 41.97836(N)    117 29 45.53213(W)     ADJUSTED  
 SV1687* NAVD 88     -       768.0    (meters)    2520.     (feet)  VERTCON   
 SV1687  ___________________________________________________________________
 SV1687  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 SV1687  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 SV1687
 SV1687  HORZ ORDER  -  THIRD
 SV1687
 SV1687.The horizontal coordinates were established by classical geodetic methods
 SV1687.and adjusted by the National Geodetic Survey in December 1991..
 SV1687
 SV1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1687
 SV1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1687
 SV1687.The geoid height was determined by GEOID03.
 SV1687
 SV1687;                    North         East     Units Scale Factor Converg.
 SV1687;SPC WA N     -    36,419.901   752,437.682   MT  1.00004872   +2 29 05.0
 SV1687;SPC WA N     -   119,487.63  2,468,622.63   sFT  1.00004872   +2 29 05.0
 SV1687;SPC WA S     -   220,522.126   727,226.783   MT  0.99998788   +2 10 55.6
 SV1687;SPC WA S     -   723,496.34  2,385,909.87   sFT  0.99998788   +2 10 55.6
 SV1687;UTM  11      - 5,236,213.649   462,489.045   MT  0.99961729   -0 21 51.8
 SV1687
 SV1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1687!SPC WA N     -   0.99988256  x   1.00004872  =   0.99993127
 SV1687!SPC WA S     -   0.99988256  x   0.99998788  =   0.99987044
 SV1687!UTM  11      -   0.99988256  x   0.99961729  =   0.99949989
 SV1687
 SV1687:                Primary Azimuth Mark                     Grid Az
 SV1687:SPC WA N     -  PLAZA                                    031 49 02.2
 SV1687:SPC WA S     -  PLAZA                                    032 07 11.6
 SV1687:UTM  11      -  PLAZA                                    034 39 59.0
 SV1687
 SV1687|---------------------------------------------------------------------|
 SV1687| PID    Reference Object                     Distance      Geod. Az  |
 SV1687|                                                           dddmmss.s |
 SV1687| SV1707 PLAZA                               APPROX. 6.9 KM 0341807.2 |
 SV1687|---------------------------------------------------------------------|
 SV1687
 SV1687                          SUPERSEDED SURVEY CONTROL
 SV1687
 SV1687  NAD 83(1986)-  47 16 41.98754(N)    117 29 45.52539(W) AD(       ) 3
 SV1687  NGVD 29 (10/02/90)  766.8    (m)         2516.     (f) VERT ANG       
 SV1687
 SV1687.Superseded values are not recommended for survey control.
 SV1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1687.See file dsdata.txt to determine how the superseded data were derived.
 SV1687
 SV1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN6248936214(NAD 83)
 SV1687_MARKER: DS = TRIANGULATION STATION DISK
 SV1687_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1687
 SV1687  HISTORY     - Date     Condition        Report By
 SV1687  HISTORY     - 1952     MONUMENTED       USGS
 SV1687
 SV1687                          STATION DESCRIPTION
 SV1687
 SV1687'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1687'LOCATED 5 MI NW. OF ROSALIA, 5 MI W. OF PLAZA, 0.25 MI W. OF
 SV1687'COUNTY RD.  2 FT. S. OF FENCE LINE, ON HIGHEST POINT ALONG FENCE.
 SV1687'
 SV1687'TO REACH FROM PLAZA POST OFFICE, GO 0.8 MI S. ON U.S. HWY. 195 TO
 SV1687'T-RD. W.  FOLLOW MAIN RD. 5 MI W. TO X-RDS.  GO 1.1 MI S. TO
 SV1687'Y-FORK.  TAKE RIGHT FORK 0.7 MI TO FENCE LINE FROM W. AT CURVE IN
 SV1687'RD.  FOLLOW FENCE LINE ABOUT 0.25 MI W. TO HIGHEST POINT ON RIDGE
 SV1687'AND STATION.
 SV1687'
 SV1687'STATION MARK--STANDARD TABLET STAMPED---11-F-87 1952---, SET IN
 SV1687'CONCRETE POST.
 SV1687'
 SV1687'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1688 ***********************************************************************
 SV1688  DESIGNATION -  11 F 88
 SV1688  PID         -  SV1688
 SV1688  STATE/COUNTY-  WA/WHITMAN
 SV1688  USGS QUAD   -  OAKESDALE (1964)
 SV1688
 SV1688                         *CURRENT SURVEY CONTROL
 SV1688  ___________________________________________________________________
 SV1688* NAD 83(1991)-  47 14 46.48717(N)    117 10 19.36950(W)     ADJUSTED  
 SV1688* NAVD 88     -       813.94   (+/-2cm)    2670.4    (feet)  VERTCON   
 SV1688  ___________________________________________________________________
 SV1688  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 SV1688  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SV1688
 SV1688  HORZ ORDER  -  THIRD
 SV1688  VERT ORDER  -  THIRD ? (See Below)
 SV1688
 SV1688.The horizontal coordinates were established by classical geodetic methods
 SV1688.and adjusted by the National Geodetic Survey in December 1991..
 SV1688
 SV1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1688.The vertical order pertains to the NGVD 29 superseded value.
 SV1688
 SV1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1688
 SV1688.The geoid height was determined by GEOID03.
 SV1688
 SV1688;                    North         East     Units Scale Factor Converg.
 SV1688;SPC WA S     -   217,942.202   751,866.060   MT  0.99998124   +2 25 02.7
 SV1688;SPC WA S     -   715,032.04  2,466,747.23   sFT  0.99998124   +2 25 02.7
 SV1688;SPC WA N     -    33,971.247   777,092.050   MT  1.00005698   +2 43 33.2
 SV1688;SPC WA N     -   111,454.00  2,549,509.50   sFT  1.00005698   +2 43 33.2
 SV1688;UTM  11      - 5,232,543.528   486,980.240   MT  0.99960208   -0 07 34.8
 SV1688
 SV1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1688!SPC WA S     -   0.99987530  x   0.99998124  =   0.99985654
 SV1688!SPC WA N     -   0.99987530  x   1.00005698  =   0.99993227
 SV1688!UTM  11      -   0.99987530  x   0.99960208  =   0.99947743
 SV1688
 SV1688:                Primary Azimuth Mark                     Grid Az
 SV1688:SPC WA S     -  11 F 89                                  081 11 47.4
 SV1688:SPC WA N     -  11 F 89                                  080 53 16.9
 SV1688:UTM  11      -  11 F 89                                  083 44 24.9
 SV1688
 SV1688|---------------------------------------------------------------------|
 SV1688| PID    Reference Object                     Distance      Geod. Az  |
 SV1688|                                                           dddmmss.s |
 SV1688| SV1689 11 F 89                             APPROX. 6.2 KM 0833650.1 |
 SV1688|---------------------------------------------------------------------|
 SV1688
 SV1688                          SUPERSEDED SURVEY CONTROL
 SV1688
 SV1688  NAD 83(1986)-  47 14 46.49504(N)    117 10 19.36417(W) AD(       ) 3
 SV1688  NGVD 29 (10/02/90)  812.78   (m)         2666.6    (f) LEVELING    3  
 SV1688
 SV1688.Superseded values are not recommended for survey control.
 SV1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1688.See file dsdata.txt to determine how the superseded data were derived.
 SV1688
 SV1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN8698032544(NAD 83)
 SV1688_MARKER: DS = TRIANGULATION STATION DISK
 SV1688_SETTING: 0 = UNSPECIFIED SETTING
 SV1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1688
 SV1688  HISTORY     - Date     Condition        Report By
 SV1688  HISTORY     - 1952     MONUMENTED       USGS
 SV1688
 SV1688                          STATION DESCRIPTION
 SV1688
 SV1688'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1688'LOCATED 2.5 MI S. OF LATAH.  150 FT. E. OF SHARP CURVE IN COUNTY
 SV1688'RD., IN CENTER OF NARROW RIDGE IN LINE WITH CENTERLINE RD. TO N.
 SV1688'
 SV1688'TO REACH FROM LATAH POST OFFICE, GO 0.2 MI NW. ALONG MAIN STREET
 SV1688'TO SIDE RD. W.  TURN LEFT AND CROSS RR. TRACKS GOING 0.2 MI TO
 SV1688'SIDE RD. S.  GO 3 MI S. TO SHARP CURVE AS RD. CROSSES RIDGE, GO
 SV1688'150 FT. E. TO CENTER OF RIDGE.
 SV1688'
 SV1688'STATION MARK--STANDARD TABLET STAMPED---11-F-88 1952---, 18 INCHES
 SV1688'BELOW SURFACE.
 SV1688'
 SV1688'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1689 ***********************************************************************
 SV1689  DESIGNATION -  11 F 89
 SV1689  PID         -  SV1689
 SV1689  STATE/COUNTY-  WA/SPOKANE
 SV1689  USGS QUAD   -  TEKOA MOUNTAIN (1980)
 SV1689
 SV1689                         *CURRENT SURVEY CONTROL
 SV1689  ___________________________________________________________________
 SV1689* NAD 83(1991)-  47 15 08.74005(N)    117 05 25.98767(W)     ADJUSTED  
 SV1689* NAVD 88     -      1180.9    (meters)    3874.     (feet)  VERTCON   
 SV1689  ___________________________________________________________________
 SV1689  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 SV1689  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 SV1689
 SV1689  HORZ ORDER  -  THIRD
 SV1689
 SV1689.The horizontal coordinates were established by classical geodetic methods
 SV1689.and adjusted by the National Geodetic Survey in December 1991..
 SV1689
 SV1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1689
 SV1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1689
 SV1689.The geoid height was determined by GEOID03.
 SV1689
 SV1689;                    North         East     Units Scale Factor Converg.
 SV1689;SPC WA N     -    34,954.385   783,221.497   MT  1.00005537   +2 47 11.7
 SV1689;SPC WA N     -   114,679.51  2,569,619.19   sFT  1.00005537   +2 47 11.7
 SV1689;SPC WA S     -   218,892.175   758,000.268   MT  0.99998249   +2 28 35.8
 SV1689;SPC WA S     -   718,148.74  2,486,872.55   sFT  0.99998249   +2 28 35.8
 SV1689;SPC ID W     -   621,527.104   698,531.639   MT  1.00005982   -0 59 04.3
 SV1689;UTM  11      - 5,233,220.092   493,148.213   MT  0.99960058   -0 03 59.4
 SV1689
 SV1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1689!SPC WA N     -   0.99981778  x   1.00005537  =   0.99987314
 SV1689!SPC WA S     -   0.99981778  x   0.99998249  =   0.99980027
 SV1689!SPC ID W     -   0.99981778  x   1.00005982  =   0.99987759
 SV1689!UTM  11      -   0.99981778  x   0.99960058  =   0.99941843
 SV1689
 SV1689:                Primary Azimuth Mark                     Grid Az
 SV1689:SPC WA N     -  11 F 88                                  260 53 13.9
 SV1689:SPC WA S     -  11 F 88                                  261 11 49.8
 SV1689:SPC ID W     -  11 F 88                                  264 39 29.9
 SV1689:UTM  11      -  11 F 88                                  263 44 25.0
 SV1689
 SV1689|---------------------------------------------------------------------|
 SV1689| PID    Reference Object                     Distance      Geod. Az  |
 SV1689|                                                           dddmmss.s |
 SV1689| SV1688 11 F 88                             APPROX. 6.2 KM 2634025.6 |
 SV1689|---------------------------------------------------------------------|
 SV1689
 SV1689                          SUPERSEDED SURVEY CONTROL
 SV1689
 SV1689  NAD 83(1986)-  47 15 08.74776(N)    117 05 25.98233(W) AD(       ) 3
 SV1689  NGVD 29 (10/02/90) 1179.7    (m)         3870.     (f) VERT ANG       
 SV1689
 SV1689.Superseded values are not recommended for survey control.
 SV1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1689.See file dsdata.txt to determine how the superseded data were derived.
 SV1689
 SV1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN9314833220(NAD 83)
 SV1689_MARKER: DS = TRIANGULATION STATION DISK
 SV1689_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1689
 SV1689  HISTORY     - Date     Condition        Report By
 SV1689  HISTORY     - 1952     MONUMENTED       USGS
 SV1689
 SV1689                          STATION DESCRIPTION
 SV1689
 SV1689'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1689'LOCATED 3.5 MI SE. OF LATAH, 1.5 MI N. OF TEKOA.  ON CLEAR PART OF
 SV1689'RIDGE TIMBERED TO N. AND E.
 SV1689'
 SV1689'TO REACH FROM TEKOA, GO N. TO TOP OF RIDGE THAT BEGINS AT NORTH
 SV1689'EDGE OF TOWN.
 SV1689'
 SV1689'STATION MARK--STANDARD TABLET STAMPED---11-F-89 1952---, SET IN
 SV1689'CONCRETE POST.
 SV1689'
 SV1689'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1248 ***********************************************************************
 RZ1248  DESIGNATION -  11 LC
 RZ1248  PID         -  RZ1248
 RZ1248  STATE/COUNTY-  WA/GARFIELD
 RZ1248  USGS QUAD   -  DODGE (1981)
 RZ1248
 RZ1248                         *CURRENT SURVEY CONTROL
 RZ1248  ___________________________________________________________________
 RZ1248* NAD 83(1986)-  46 34 42.     (N)    117 46 34.     (W)     SCALED    
 RZ1248* NAVD 88     -       366.336  (meters)    1201.89   (feet)  POSTED    
 RZ1248  ___________________________________________________________________
 RZ1248  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 RZ1248  DYNAMIC HT  -         366.330 (meters)    1201.87  (feet)  COMP
 RZ1248  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 RZ1248
 RZ1248  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RZ1248
 RZ1248.The horizontal coordinates were scaled from a topographic map and have
 RZ1248.an estimated accuracy of +/- 6 seconds.
 RZ1248
 RZ1248.The orthometric height was determined by differential leveling
 RZ1248.and adjusted by the National Geodetic Survey in 1992..
 RZ1248.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RZ1248.rate of 0.0 thru 1.0 mm/km.
 RZ1248
 RZ1248.The geoid height was determined by GEOID03.
 RZ1248
 RZ1248.The dynamic height is computed by dividing the NAVD 88
 RZ1248.geopotential number by the normal gravity value computed on the
 RZ1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1248.degrees latitude (g = 980.6199 gals.).
 RZ1248
 RZ1248.The modeled gravity was interpolated from observed gravity values.
 RZ1248
 RZ1248;                    North         East    Units  Estimated Accuracy
 RZ1248;SPC WA S     -   141,990.      708,730.      MT  (+/- 180 meters Scaled)
 RZ1248
 RZ1248                          SUPERSEDED SURVEY CONTROL
 RZ1248
 RZ1248  NGVD 29 (??/??/92)  365.358  (m)         1198.68   (f) ADJ UNCH    2 0
 RZ1248
 RZ1248.Superseded values are not recommended for survey control.
 RZ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1248.See file dsdata.txt to determine how the superseded data were derived.
 RZ1248
 RZ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM405586(NAD 83)
 RZ1248_MARKER: DD = SURVEY DISK
 RZ1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1248_STAMPING: 11 LC 1199 1948
 RZ1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1248+STABILITY: SURFACE MOTION
 RZ1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1248+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2003
 RZ1248
 RZ1248  HISTORY     - Date     Condition        Report By
 RZ1248  HISTORY     - 1948     MONUMENTED       USGS
 RZ1248  HISTORY     - 1969     GOOD             USGS
 RZ1248  HISTORY     - 1983     GOOD             NGS
 RZ1248  HISTORY     - 20031221 GOOD             GEOCAC
 RZ1248
 RZ1248                          STATION DESCRIPTION
 RZ1248
 RZ1248'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RZ1248'3.8 MI S FROM CENTRAL FERRY.
 RZ1248'3.8 MILES SOUTH ALONG U.S. HIGHWAY 295 FROM THE SERVICE STATION AT
 RZ1248'CENTRAL FERRY, 0.2 MILE NORTH OF A HIGHWAY GRAVEL BIN, 66 FEET
 RZ1248'SOUTHWEST OF THE CENTER OF A WIRE GATE, 25.7 FEET EAST OF THE CENTER
 RZ1248'LINE OF THE HIGHWAY, 4.5 FEET WEST OF THE FENCE, 1.1 FEET NORTH OF A
 RZ1248'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 RZ1248'OF A CONCRETE POST PROJECTING 1.2 FEET ABOVE THE GROUND.
 RZ1248
 RZ1248                          STATION RECOVERY (1983)
 RZ1248
 RZ1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RZ1248'9.50 KM (5.9 MI) NORTHEAST ALONG STATE HIGHWAY 127 FROM THE JUNCTION
 RZ1248'OF U.S. HIGHWAY 12 AT DODGE TO THE MARK ON THE LEFT AND A DEPARTMENT
 RZ1248'OF TRANSPORTATION GRAVEL STOCK PILE ON THE RIGHT. 03.9 M (26 FT) WEST
 RZ1248'OF THE CENTER OF THE HIGHWAY AT THE NORTH END OF A PARKING AREA.
 RZ1248
 RZ1248                          STATION RECOVERY (2003)
 RZ1248
 RZ1248'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 RZ1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1543 ***********************************************************************
 SY1543  DESIGNATION -  11 WAHC
 SY1543  PID         -  SY1543
 SY1543  STATE/COUNTY-  WA/KING
 SY1543  USGS QUAD   -  POVERTY BAY (1994)
 SY1543
 SY1543                         *CURRENT SURVEY CONTROL
 SY1543  ___________________________________________________________________
 SY1543* NAD 83(1991)-  47 33 17.63213(N)    122 19 07.89885(W)     ADJUSTED  
 SY1543* NAVD 88     -        34.532  (meters)     113.29   (feet)  ADJUSTED  
 SY1543  ___________________________________________________________________
 SY1543  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 SY1543  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SY1543  DYNAMIC HT  -          34.536 (meters)     113.31  (feet)  COMP
 SY1543  MODELED GRAV-     980,729.7   (mgal)                       NAVD 88
 SY1543
 SY1543  HORZ ORDER  -  SECOND
 SY1543  VERT ORDER  -  SECOND    CLASS 0
 SY1543
 SY1543.The horizontal coordinates were established by classical geodetic methods
 SY1543.and adjusted by the National Geodetic Survey in December 1991..
 SY1543
 SY1543.The orthometric height was determined by differential leveling
 SY1543.and adjusted by the National Geodetic Survey in June 1991..
 SY1543
 SY1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1543
 SY1543.The geoid height was determined by GEOID03.
 SY1543
 SY1543.The dynamic height is computed by dividing the NAVD 88
 SY1543.geopotential number by the normal gravity value computed on the
 SY1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1543.degrees latitude (g = 980.6199 gals.).
 SY1543
 SY1543.The modeled gravity was interpolated from observed gravity values.
 SY1543
 SY1543;                    North         East     Units Scale Factor Converg.
 SY1543;SPC WA N     -    62,773.812   388,199.825   MT  0.99999021   -1 06 21.6
 SY1543;SPC WA N     -   205,950.41  1,273,618.93   sFT  0.99999021   -1 06 21.6
 SY1543;UTM  10      - 5,267,055.673   551,245.325   MT  0.99963227   +0 30 09.5
 SY1543
 SY1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1543!SPC WA N     -   0.99999827  x   0.99999021  =   0.99998848
 SY1543!UTM  10      -   0.99999827  x   0.99963227  =   0.99963054
 SY1543
 SY1543                          SUPERSEDED SURVEY CONTROL
 SY1543
 SY1543  NAD 83(1986)-  47 33 17.62605(N)    122 19 07.90566(W) AD(       ) 2
 SY1543  NAD 27      -  47 33 18.27140(N)    122 19 03.45650(W) AD(       ) 2
 SY1543  NGVD 29 (??/??/??)   33.426  (m)          109.67   (f) ADJUSTED    2 0
 SY1543
 SY1543.Superseded values are not recommended for survey control.
 SY1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1543.See file dsdata.txt to determine how the superseded data were derived.
 SY1543
 SY1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5124567056(NAD 83)
 SY1543_MARKER: Z = SEE DESCRIPTION
 SY1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1543+STABILITY: SURFACE MOTION
 SY1543
 SY1543  HISTORY     - Date     Condition        Report By
 SY1543  HISTORY     - UNK      MONUMENTED       WAHC
 SY1543  HISTORY     - 1957     GOOD             WAHC
 SY1543  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY1543  HISTORY     - 1962     MARK NOT FOUND   CGS
 SY1543  HISTORY     - 1965     SEE DESCRIPTION  WAHC
 SY1543
 SY1543                          STATION DESCRIPTION
 SY1543
 SY1543'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION UNK
 SY1543'IN SEATTLE.
 SY1543'AT SEATTLE, KING COUNTY, IN THE SOUTH CENTRAL SECTION, 259.27 FT EAST
 SY1543'OF TRIANGULATION STATION 11, 50 FT EAST OF THE CENTER OF THE INTER-
 SY1543'SECTION OF CORSON AVENUE AND BENNETT STREET, 32 FT NORTH OF A LEAD
 SY1543'PLUG SET IN THE SIDEWALK ON THE SOUTH SIDE OF BENNETT STREET, AND
 SY1543'13.4 FT SOUTH OF THE CEMENT WALK ON THE NORTH SIDE OF BENNETT STREET.
 SY1543'A STEEL PIN CEMENTED IN THE TOP OF A 5 INCH CYLINDRICAL CONCRETE
 SY1543'MONUMENT WHICH IS SET 4 INCHES BELOW THE GRAVELED SURFACE OF
 SY1543'BENNETT STREET.
 SY1543
 SY1543                          STATION RECOVERY (1957)
 SY1543
 SY1543'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY1543'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF SEATTLE NEAR
 SY1543'THE INTERSECTION OF CORSON AVENUE AND BENNETT STREET.
 SY1543'
 SY1543'THE STATION IS A STEEL PIN CEMENTED IN THE TOP OF A 5 INCH
 SY1543'CYLINDRICAL CONCRETE MONUMENT WHICH IS SET 4 INCHES BELOW THE
 SY1543'GRAVELED SURFACE OF BENNETT STREET.  IT IS 259.27 FEET EAST OF
 SY1543'TRIANGULATION STATION NO 11, 50 FEET EAST OF THE CENTER OF THE
 SY1543'INTERSECTION OF CORSON AVENUE AND BENNETT STREET, 32 FEET NORTH
 SY1543'OF A LEAD PLUG SET IN THE SIDEWALK ON THE SOUTH SIDE OF BENNETT
 SY1543'STREET AND 13.4 FEET SOUTH OF THE CEMENT WALK ON THE NORTH SIDE OF
 SY1543'BENNETT STREET.
 SY1543
 SY1543                          STATION RECOVERY (1962)
 SY1543
 SY1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY1543'THE STATION WAS NOT FOUND.  ONLY A SMALL AMOUNT OF DIGGING WAS
 SY1543'DONE, SINCE THE AREA INDICATED BY THE MEASUREMENTS WAS IN THE
 SY1543'STREET.
 SY1543
 SY1543                          STATION RECOVERY (1962)
 SY1543
 SY1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY1543'MARK NOT FOUND.
 SY1543
 SY1543                          STATION RECOVERY (1965)
 SY1543
 SY1543'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1965
 SY1543'STATION DESTROYED, EITHER REMOVED OR COVERED BY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1089 ***********************************************************************
 RC1089  DESIGNATION -  11 WF
 RC1089  PID         -  RC1089
 RC1089  STATE/COUNTY-  WA/KLICKITAT
 RC1089  USGS QUAD   -  GULER MTN (1983)
 RC1089
 RC1089                         *CURRENT SURVEY CONTROL
 RC1089  ___________________________________________________________________
 RC1089* NAD 83(1986)-  45 59 25.     (N)    121 31 07.     (W)     SCALED    
 RC1089* NAVD 88     -       571.490  (meters)    1874.96   (feet)  ADJUSTED  
 RC1089  ___________________________________________________________________
 RC1089  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 RC1089  DYNAMIC HT  -         571.452 (meters)    1874.84  (feet)  COMP
 RC1089  MODELED GRAV-     980,530.1   (mgal)                       NAVD 88
 RC1089
 RC1089  VERT ORDER  -  SECOND    CLASS 0
 RC1089
 RC1089.The horizontal coordinates were scaled from a topographic map and have
 RC1089.an estimated accuracy of +/- 6 seconds.
 RC1089
 RC1089.The orthometric height was determined by differential leveling
 RC1089.and adjusted by the National Geodetic Survey in June 1991..
 RC1089
 RC1089.The geoid height was determined by GEOID03.
 RC1089
 RC1089.The dynamic height is computed by dividing the NAVD 88
 RC1089.geopotential number by the normal gravity value computed on the
 RC1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1089.degrees latitude (g = 980.6199 gals.).
 RC1089
 RC1089.The modeled gravity was interpolated from observed gravity values.
 RC1089
 RC1089;                    North         East    Units  Estimated Accuracy
 RC1089;SPC WA S     -    73,530.      421,090.      MT  (+/- 180 meters Scaled)
 RC1089
 RC1089                          SUPERSEDED SURVEY CONTROL
 RC1089
 RC1089  NGVD 29 (??/??/92)  570.44   (m)         1871.5    (f) COMPUTED    2 0
 RC1089
 RC1089.Superseded values are not recommended for survey control.
 RC1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1089.See file dsdata.txt to determine how the superseded data were derived.
 RC1089
 RC1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR147940(NAD 83)
 RC1089_MARKER: DB = BENCH MARK DISK
 RC1089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1089_SP_SET: BRIDGE
 RC1089_STAMPING: 11 WF 1955 1872
 RC1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1089
 RC1089  HISTORY     - Date     Condition        Report By
 RC1089  HISTORY     - 1955     MONUMENTED       USGS
 RC1089  HISTORY     - 1956     GOOD             NGS
 RC1089  HISTORY     - 1968     GOOD             USGS
 RC1089
 RC1089                          STATION DESCRIPTION
 RC1089
 RC1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1089'1.4 MI SE FROM TROUT LAKE.
 RC1089'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 8-D FROM THE MOUNT ADAMS
 RC1089'RANGER STATION AT TROUT LAKE, IN R10E T6N S23, AT A CONCRETE BRIDGE
 RC1089'OVER A STOCK CROSSING, IN THE TOP OF THE NORTHWEST END OF THE
 RC1089'NORTHEAST CONCRETE CURB, 14 FEET NORTHEAST OF THE CENTER LINE OF THE
 RC1089'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 RC1089
 RC1089                          STATION RECOVERY (1968)
 RC1089
 RC1089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RC1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4291 ***********************************************************************
 RD4291  DESIGNATION -  11000
 RD4291  PID         -  RD4291
 RD4291  STATE/COUNTY-  WA/CLARK
 RD4291  USGS QUAD   -  ORCHARDS (1990)
 RD4291
 RD4291                         *CURRENT SURVEY CONTROL
 RD4291  ___________________________________________________________________
 RD4291* NAD 83(1986)-  45 42 03.     (N)    122 33 09.     (W)     SCALED    
 RD4291* NAVD 88     -        83.845  (meters)     275.08   (feet)  ADJUSTED  
 RD4291  ___________________________________________________________________
 RD4291  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 RD4291  DYNAMIC HT  -          83.845 (meters)     275.08  (feet)  COMP
 RD4291  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 RD4291
 RD4291  VERT ORDER  -  SECOND    CLASS II
 RD4291
 RD4291.The horizontal coordinates were scaled from a topographic map and have
 RD4291.an estimated accuracy of +/- 6 seconds.
 RD4291
 RD4291.The orthometric height was determined by differential leveling
 RD4291.and adjusted by the National Geodetic Survey in April 1995..
 RD4291
 RD4291.The geoid height was determined by GEOID03.
 RD4291
 RD4291.The dynamic height is computed by dividing the NAVD 88
 RD4291.geopotential number by the normal gravity value computed on the
 RD4291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4291.degrees latitude (g = 980.6199 gals.).
 RD4291
 RD4291.The modeled gravity was interpolated from observed gravity values.
 RD4291
 RD4291;                    North         East    Units  Estimated Accuracy
 RD4291;SPC WA S     -    42,930.      340,170.      MT  (+/- 180 meters Scaled)
 RD4291
 RD4291                          SUPERSEDED SURVEY CONTROL
 RD4291
 RD4291  NGVD 29 (03/17/92)   82.794  (m)          271.63   (f) ADJUSTED    2 2
 RD4291
 RD4291.Superseded values are not recommended for survey control.
 RD4291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4291.See file dsdata.txt to determine how the superseded data were derived.
 RD4291
 RD4291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348609(NAD 83)
 RD4291_MARKER: DB = BENCH MARK DISK
 RD4291_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4291_SP_SET: TOP OF CURB
 RD4291_STAMPING: 11000  1990
 RD4291_MARK LOGO: WA-011
 RD4291_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4291+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 RD4291
 RD4291  HISTORY     - Date     Condition        Report By
 RD4291  HISTORY     - 1990     MONUMENTED       WA-011
 RD4291  HISTORY     - 20040311 GOOD             USPSQD
 RD4291  HISTORY     - 20050406 GOOD             USPSQD
 RD4291  HISTORY     - 20050416 GOOD             USPSQD
 RD4291  HISTORY     - 20060523 GOOD             USPSQD
 RD4291
 RD4291                          STATION DESCRIPTION
 RD4291
 RD4291'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4291'IN TOP OF WEST CURB OF N.E. 117TH AVE (SR-503),2.3 MILES NORTH OF
 RD4291'INTERSECTION OF SR-500, FOURTH PLAIN ROAD, AND SR-503, IN FRONT OF
 RD4291'RESIDENCE AT 11000 N.E. 117TH AVENUE, 4 FT (1.2 M) SOUTH OF PROJECTED
 RD4291'SOUTH LINE OF HOUSE,  40.4 FT (12.3 M) NORTHWEST OF POWER POLE NO.
 RD4291'PUD 14274, 27 FEET SOUTH OF SOUTHERLY HIGH POINT OF DRIVEWAY INTO R+R
 RD4291'TRANSFER AND RECYCLINGSET 1 3/4 IN DIAM DOMED BRASS DISK
 RD4291
 RD4291                          STATION RECOVERY (2004)
 RD4291
 RD4291'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4291'RECOVERED IN GOOD CONDITION.
 RD4291
 RD4291                          STATION RECOVERY (2005)
 RD4291
 RD4291'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4291'RECOVERED IN GOOD CONDITION.
 RD4291
 RD4291                          STATION RECOVERY (2005)
 RD4291
 RD4291'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4291'RECOVERED IN GOOD CONDITION.
 RD4291
 RD4291                          STATION RECOVERY (2006)
 RD4291
 RD4291'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0588 ***********************************************************************
 SX0588  DESIGNATION -  1103 T
 SX0588  PID         -  SX0588
 SX0588  STATE/COUNTY-  WA/CHELAN
 SX0588  USGS QUAD   -  PESHASTIN (1989)
 SX0588
 SX0588                         *CURRENT SURVEY CONTROL
 SX0588  ___________________________________________________________________
 SX0588* NAD 83(1986)-  47 33 20.     (N)    120 35 54.     (W)     SCALED    
 SX0588* NAVD 88     -       337.400  (meters)    1106.95   (feet)  ADJUSTED  
 SX0588  ___________________________________________________________________
 SX0588  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 SX0588  DYNAMIC HT  -         337.426 (meters)    1107.04  (feet)  COMP
 SX0588  MODELED GRAV-     980,679.9   (mgal)                       NAVD 88
 SX0588
 SX0588  VERT ORDER  -  FIRST     CLASS II
 SX0588
 SX0588.The horizontal coordinates were scaled from a topographic map and have
 SX0588.an estimated accuracy of +/- 6 seconds.
 SX0588
 SX0588.The orthometric height was determined by differential leveling
 SX0588.and adjusted by the National Geodetic Survey in June 1991..
 SX0588
 SX0588.The geoid height was determined by GEOID03.
 SX0588
 SX0588.The dynamic height is computed by dividing the NAVD 88
 SX0588.geopotential number by the normal gravity value computed on the
 SX0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0588.degrees latitude (g = 980.6199 gals.).
 SX0588
 SX0588.The modeled gravity was interpolated from observed gravity values.
 SX0588
 SX0588;                    North         East    Units  Estimated Accuracy
 SX0588;SPC WA N     -    61,800.      517,690.      MT  (+/- 180 meters Scaled)
 SX0588
 SX0588                          SUPERSEDED SURVEY CONTROL
 SX0588
 SX0588  NGVD 29 (??/??/92)  336.251  (m)         1103.18   (f) ADJ UNCH    1 2
 SX0588
 SX0588.Superseded values are not recommended for survey control.
 SX0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0588.See file dsdata.txt to determine how the superseded data were derived.
 SX0588
 SX0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT806696(NAD 83)
 SX0588_MARKER: P = PIPE CAP
 SX0588_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0588_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0588_STAMPING: 1103 T
 SX0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0588
 SX0588  HISTORY     - Date     Condition        Report By
 SX0588  HISTORY     - UNK      MONUMENTED       USGS
 SX0588  HISTORY     - 1931     GOOD             NGS
 SX0588  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0588
 SX0588                          STATION DESCRIPTION
 SX0588
 SX0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 SX0588'2.7 MI NW FROM DRYDEN.
 SX0588'2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 97 FROM THE GREAT NORTHERN
 SX0588'RAILWAY STATION AT DRYDEN, CHELAN COUNTY, 1.0 MILE SOUTHEAST OF
 SX0588'PESHASTIN, AT THE JUNCTION OF THE ROAD LEADING TO LEAVENWORTH, AT THE
 SX0588'BLEWETT PASS SERVICE STATION IN 1934, 18 FEET SOUTHWEST OF THE
 SX0588'SOUTHWEST CORNER OF THE BUILDING, AND 7 FEET WEST OF THE GASOLINE
 SX0588'PUMPS.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1103 T
 SX0588'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 INCH
 SX0588'ABOVE GROUND.  NOTE-- IT WAS REPORTED IN 1934 THAT THE BENCH MARK IS
 SX0588'WORN BY PASSING TRAFFIC AND IS SLIGHTLY INCLINED.
 SX0588
 SX0588                          STATION RECOVERY (1982)
 SX0588
 SX0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0588'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0233 ***********************************************************************
 SA0233  DESIGNATION -  1106
 SA0233  PID         -  SA0233
 SA0233  STATE/COUNTY-  WA/COLUMBIA
 SA0233  USGS QUAD   -  KELLOGG CREEK (1967)
 SA0233
 SA0233                         *CURRENT SURVEY CONTROL
 SA0233  ___________________________________________________________________
 SA0233* NAD 83(1986)-  46 27 10.     (N)    118 05 10.     (W)     SCALED    
 SA0233* NAVD 88     -       338.174  (meters)    1109.49   (feet)  ADJUSTED  
 SA0233  ___________________________________________________________________
 SA0233  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 SA0233  DYNAMIC HT  -         338.171 (meters)    1109.48  (feet)  COMP
 SA0233  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 SA0233
 SA0233  VERT ORDER  -  SECOND    CLASS 0
 SA0233
 SA0233.The horizontal coordinates were scaled from a topographic map and have
 SA0233.an estimated accuracy of +/- 6 seconds.
 SA0233
 SA0233.The orthometric height was determined by differential leveling
 SA0233.and adjusted by the National Geodetic Survey in June 1991..
 SA0233
 SA0233.The geoid height was determined by GEOID03.
 SA0233
 SA0233.The dynamic height is computed by dividing the NAVD 88
 SA0233.geopotential number by the normal gravity value computed on the
 SA0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0233.degrees latitude (g = 980.6199 gals.).
 SA0233
 SA0233.The modeled gravity was interpolated from observed gravity values.
 SA0233
 SA0233;                    North         East    Units  Estimated Accuracy
 SA0233;SPC WA S     -   127,260.      685,410.      MT  (+/- 180 meters Scaled)
 SA0233
 SA0233                          SUPERSEDED SURVEY CONTROL
 SA0233
 SA0233  NGVD 29 (??/??/92)  337.219  (m)         1106.36   (f) ADJ UNCH    2 0
 SA0233
 SA0233.Superseded values are not recommended for survey control.
 SA0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0233.See file dsdata.txt to determine how the superseded data were derived.
 SA0233
 SA0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM165449(NAD 83)
 SA0233_MARKER: DD = SURVEY DISK
 SA0233_SETTING: 0 = UNSPECIFIED SETTING
 SA0233_STAMPING: 1106 WASH 1915
 SA0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0233
 SA0233  HISTORY     - Date     Condition        Report By
 SA0233  HISTORY     - 1915     MONUMENTED       USGS
 SA0233  HISTORY     - 1936     GOOD             NGS
 SA0233
 SA0233                          STATION DESCRIPTION
 SA0233
 SA0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SA0233'IN RELIEF.
 SA0233'IN THE TOWN OF RELIEF, ALONG OREGON-WASHINGTON RAILROAD AND NAVIGATION
 SA0233'CO. RAILROAD, AT STATION SIGN BOARD.  ABOUT 635 FT. SOUTHEAST OF
 SA0233'RELIEF STATION SIGN BOARD.  210 FT. SOUTHEAST OF SOUTHEAST END OF
 SA0233'WOODEN RAILROAD TRESTLE NO. 88.76.  84 FT. SOUTH OF INTERSECTION OF
 SA0233'CENTERLINES OF PUBLIC ROAD WITH RAILROAD.  35.8 FT. SOUTHWEST OF
 SA0233'CENTERLINE OF OREGON-WASHINGTON RAILROAD AND NAVIGATION CO. RAILROAD.
 SA0233'2.4 FT. NORTH OF WEST CORNER OF RIGHT OF WAY FENCE, IRON POST SET 2
 SA0233'INCHES BELOW LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0605 ***********************************************************************
 SA0605  DESIGNATION -  1109
 SA0605  PID         -  SA0605
 SA0605  STATE/COUNTY-  WA/FRANKLIN
 SA0605  USGS QUAD   -  FRISCHKNECHT (1970)
 SA0605
 SA0605                         *CURRENT SURVEY CONTROL
 SA0605  ___________________________________________________________________
 SA0605* NAD 83(1986)-  46 42 26.     (N)    118 56 21.     (W)     SCALED    
 SA0605* NAVD 88     -       338.849  (meters)    1111.71   (feet)  ADJUSTED  
 SA0605  ___________________________________________________________________
 SA0605  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 SA0605  DYNAMIC HT  -         338.858 (meters)    1111.74  (feet)  COMP
 SA0605  MODELED GRAV-     980,632.5   (mgal)                       NAVD 88
 SA0605
 SA0605  VERT ORDER  -  FIRST     CLASS II
 SA0605
 SA0605.The horizontal coordinates were scaled from a topographic map and have
 SA0605.an estimated accuracy of +/- 6 seconds.
 SA0605
 SA0605.The orthometric height was determined by differential leveling
 SA0605.and adjusted by the National Geodetic Survey in June 1991..
 SA0605
 SA0605.The geoid height was determined by GEOID03.
 SA0605
 SA0605.The dynamic height is computed by dividing the NAVD 88
 SA0605.geopotential number by the normal gravity value computed on the
 SA0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0605.degrees latitude (g = 980.6199 gals.).
 SA0605
 SA0605.The modeled gravity was interpolated from observed gravity values.
 SA0605
 SA0605;                    North         East    Units  Estimated Accuracy
 SA0605;SPC WA S     -   153,890.      619,340.      MT  (+/- 180 meters Scaled)
 SA0605
 SA0605                          SUPERSEDED SURVEY CONTROL
 SA0605
 SA0605  NGVD 29 (??/??/92)  337.739  (m)         1108.07   (f) ADJ UNCH    1 2
 SA0605
 SA0605.Superseded values are not recommended for survey control.
 SA0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0605.See file dsdata.txt to determine how the superseded data were derived.
 SA0605
 SA0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM517744(NAD 83)
 SA0605_MARKER: P = PIPE CAP
 SA0605_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0605_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0605_STAMPING: 1109
 SA0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0605
 SA0605  HISTORY     - Date     Condition        Report By
 SA0605  HISTORY     - UNK      MONUMENTED       USGS
 SA0605  HISTORY     - 1933     GOOD             NGS
 SA0605
 SA0605                          STATION DESCRIPTION
 SA0605
 SA0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SA0605'6.4 MI NW FROM CONNELL.
 SA0605'6.4 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM CONNELL,
 SA0605'FRANKLIN COUNTY, AT MILEAGE 6.4, ABOUT 300 FEET SOUTH OF THE
 SA0605'FRISCHNECHT SIGN, AT A ROAD CROSSING, 50 FEET WEST OF THE CENTERLINE
 SA0605'OF THE TRACK, 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND IN A
 SA0605'FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 SA0605'1109 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2803 ***********************************************************************
 SC2803  DESIGNATION -  1110
 SC2803  PID         -  SC2803
 SC2803  STATE/COUNTY-  WA/THURSTON
 SC2803  USGS QUAD   -  MAYTOWN (1990)
 SC2803
 SC2803                         *CURRENT SURVEY CONTROL
 SC2803  ___________________________________________________________________
 SC2803* NAD 83(1986)-  46 58 17.     (N)    122 54 10.     (W)     SCALED    
 SC2803* NAVD 88     -        63.36   (meters)     207.9    (feet)  N HEIGHT  
 SC2803  ___________________________________________________________________
 SC2803  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SC2803  DYNAMIC HT  -          63.37  (meters)     207.9   (feet)  COMP
 SC2803  MODELED GRAV-     980,806.8   (mgal)                       NAVD 88
 SC2803
 SC2803  VERT ORDER  -  THIRD
 SC2803
 SC2803.This mark is at Olympia Airport (OLM)
 SC2803
 SC2803.The horizontal coordinates were scaled from a topographic map and have
 SC2803.an estimated accuracy of +/- 6 seconds.
 SC2803
 SC2803.The orthometric height was determined by differential leveling
 SC2803.and adjusted by the National Geodetic Survey in October 1996..
 SC2803.The height was determined by precise leveling from only one NSRS
 SC2803.bench mark.  This was not adequate "tie leveling" to NSRS and was
 SC2803.allowed ONLY to validate the GPS-derived height.
 SC2803
 SC2803.The geoid height was determined by GEOID03.
 SC2803
 SC2803.The dynamic height is computed by dividing the NAVD 88
 SC2803.geopotential number by the normal gravity value computed on the
 SC2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC2803.degrees latitude (g = 980.6199 gals.).
 SC2803
 SC2803.The modeled gravity was interpolated from observed gravity values.
 SC2803
 SC2803;                    North         East    Units  Estimated Accuracy
 SC2803;SPC WA S     -   184,860.      317,200.      MT  (+/- 180 meters Scaled)
 SC2803
 SC2803                          SUPERSEDED SURVEY CONTROL
 SC2803
 SC2803  NGVD 29 (??/??/??)   62.33   (m)          204.5    (f) N HEIGHT    3  
 SC2803
 SC2803.Superseded values are not recommended for survey control.
 SC2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2803.See file dsdata.txt to determine how the superseded data were derived.
 SC2803
 SC2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET073019(NAD 83)
 SC2803_MARKER: DD = SURVEY DISK
 SC2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2803_SP_SET: CONCRETE POST
 SC2803_MARK LOGO: NGS   
 SC2803_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2803+STABILITY: SURFACE MOTION
 SC2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2803+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SC2803
 SC2803  HISTORY     - Date     Condition        Report By
 SC2803  HISTORY     - 1989     MONUMENTED       NGS
 SC2803
 SC2803                          STATION DESCRIPTION
 SC2803
 SC2803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SC2803'THE STATION IS LOCATED ABOUT 38.6 KM (24.0 MI) NORTH OF CHEHAIS, 38.6
 SC2803'KM (24.0 MI) EAST OF ELMA, 30.6 KM (19.0 MI) NORTHWEST OF MCKENNA,
 SC2803'2.4 KM (1.5 MI) SOUTH OF TUMWATER ON THE WEST SIDE OF THE OLYMPIA
 SC2803'MUNICIPAL AIRPORT.  AT THE OLYMPIA CALIBRATION BASE LINE.
 SC2803'TO REACH FROM THE JUNCTION OF AIRDUSTRIAL WAY, EXIT 101 AT THE SOUTH
 SC2803'EDGE OF TUMWATER, GO EASTERLY ON AIRDUSTRIAL WAY FOR 1.29 KM
 SC2803'(0.80 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 SC2803'SURFACED ROAD FOR 0.48 KM (0.30 MI) TO A SIDE ROAD LEFT AND A GATE.
 SC2803'PERMISSION FROM THE TOWER MUST BE OBTAINED BEFORE PROCEEDING.  PASS
 SC2803'THROUTH THE GATE AND GO EAST, NORTH AND EAST FOR 0.32 KM (0.20 MI) TO
 SC2803'A TAXIWAY.  TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR 1.29 KM
 SC2803'(0.80 MI) TO THE TOP OF THE RISE AND THE STATION ON THE LEFT.
 SC2803'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 SC2803'WITH THE GROUND SURFACE.  IT IS 27.1 M (88.9 FT) SOUTH OF THE SOUTH
 SC2803'EDGE OF THE EAST-WEST TAXIWAY AND 6.8 M (22.3 FT) EAST-NORTHEAST OF
 SC2803'THE EAST EDGE OF THE NORTH-SOUTH TAXIWAY.N
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0629 ***********************************************************************
 SW0629  DESIGNATION -  1114 T
 SW0629  PID         -  SW0629
 SW0629  STATE/COUNTY-  WA/GRANT
 SW0629  USGS QUAD   -  APPLEDALE (1976)
 SW0629
 SW0629                         *CURRENT SURVEY CONTROL
 SW0629  ___________________________________________________________________
 SW0629* NAD 83(1986)-  47 16 13.     (N)    119 58 05.     (W)     SCALED    
 SW0629* NAVD 88     -       340.573  (meters)    1117.36   (feet)  ADJUSTED  
 SW0629  ___________________________________________________________________
 SW0629  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 SW0629  DYNAMIC HT  -         340.599 (meters)    1117.45  (feet)  COMP
 SW0629  MODELED GRAV-     980,682.1   (mgal)                       NAVD 88
 SW0629
 SW0629  VERT ORDER  -  FIRST     CLASS II
 SW0629
 SW0629.The horizontal coordinates were scaled from a topographic map and have
 SW0629.an estimated accuracy of +/- 6 seconds.
 SW0629
 SW0629.The orthometric height was determined by differential leveling
 SW0629.and adjusted by the National Geodetic Survey in June 1991..
 SW0629
 SW0629.The geoid height was determined by GEOID03.
 SW0629
 SW0629.The dynamic height is computed by dividing the NAVD 88
 SW0629.geopotential number by the normal gravity value computed on the
 SW0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0629.degrees latitude (g = 980.6199 gals.).
 SW0629
 SW0629.The modeled gravity was interpolated from observed gravity values.
 SW0629
 SW0629;                    North         East    Units  Estimated Accuracy
 SW0629;SPC WA S     -   215,440.      540,250.      MT  (+/- 180 meters Scaled)
 SW0629
 SW0629                          SUPERSEDED SURVEY CONTROL
 SW0629
 SW0629  NGVD 29 (??/??/92)  339.414  (m)         1113.56   (f) ADJ UNCH    1 2
 SW0629
 SW0629.Superseded values are not recommended for survey control.
 SW0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0629.See file dsdata.txt to determine how the superseded data were derived.
 SW0629
 SW0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN755394(NAD 83)
 SW0629_MARKER: DD = SURVEY DISK
 SW0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SW0629_SP_SET: FOUNDATION
 SW0629_STAMPING: 1114 T
 SW0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0629
 SW0629  HISTORY     - Date     Condition        Report By
 SW0629  HISTORY     - UNK      MONUMENTED       USGS
 SW0629  HISTORY     - 1948     GOOD             NGS
 SW0629  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0629
 SW0629                          STATION DESCRIPTION
 SW0629
 SW0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SW0629'3.1 MI NE FROM TRINIDAD.
 SW0629'3.1 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM TRINIDAD,
 SW0629'GRANT COUNTY, AT WILLOW SPRINGS, AT MILEAGE 1623.5, 0.2 MILE WEST OF A
 SW0629'U-TURN WHERE THERE IS A ROAD TUNNEL THROUGH A LARGE RAILROAD FILL, AT
 SW0629'THE SOUTHEAST COLUMN OF THE WATER TANK, AND IN THE CONCRETE
 SW0629'FOUNDATION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 SW0629'1114 T.  NOTE-- TANK IS GONE.
 SW0629
 SW0629                          STATION RECOVERY (1968)
 SW0629
 SW0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1537 ***********************************************************************
 SA1537  DESIGNATION -  1115
 SA1537  PID         -  SA1537
 SA1537  STATE/COUNTY-  WA/GRANT
 SA1537  USGS QUAD   -  ROYAL CITY (1986)
 SA1537
 SA1537                         *CURRENT SURVEY CONTROL
 SA1537  ___________________________________________________________________
 SA1537* NAD 83(1986)-  46 55 40.     (N)    119 39 52.     (W)     SCALED    
 SA1537* NAVD 88     -       340.819  (meters)    1118.17   (feet)  ADJUSTED  
 SA1537  ___________________________________________________________________
 SA1537  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SA1537  DYNAMIC HT  -         340.838 (meters)    1118.23  (feet)  COMP
 SA1537  MODELED GRAV-     980,661.5   (mgal)                       NAVD 88
 SA1537
 SA1537  VERT ORDER  -  SECOND    CLASS 0
 SA1537
 SA1537.The horizontal coordinates were scaled from a topographic map and have
 SA1537.an estimated accuracy of +/- 6 seconds.
 SA1537
 SA1537.The orthometric height was determined by differential leveling
 SA1537.and adjusted by the National Geodetic Survey in June 1991..
 SA1537
 SA1537.The geoid height was determined by GEOID03.
 SA1537
 SA1537.The dynamic height is computed by dividing the NAVD 88
 SA1537.geopotential number by the normal gravity value computed on the
 SA1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1537.degrees latitude (g = 980.6199 gals.).
 SA1537
 SA1537.The modeled gravity was interpolated from observed gravity values.
 SA1537
 SA1537;                    North         East    Units  Estimated Accuracy
 SA1537;SPC WA S     -   177,560.      563,630.      MT  (+/- 180 meters Scaled)
 SA1537
 SA1537                          SUPERSEDED SURVEY CONTROL
 SA1537
 SA1537  NGVD 29 (??/??/92)  339.722  (m)         1114.57   (f) ADJ UNCH    2 0
 SA1537
 SA1537.Superseded values are not recommended for survey control.
 SA1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1537.See file dsdata.txt to determine how the superseded data were derived.
 SA1537
 SA1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN971005(NAD 83)
 SA1537_MARKER: P = PIPE CAP
 SA1537_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1537_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1537_STAMPING: 1115 WASH
 SA1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1537
 SA1537  HISTORY     - Date     Condition        Report By
 SA1537  HISTORY     - UNK      MONUMENTED       USGS
 SA1537  HISTORY     - 1959     GOOD             NGS
 SA1537  HISTORY     - 1967     GOOD             NGS
 SA1537
 SA1537                          STATION DESCRIPTION
 SA1537
 SA1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SA1537'10.25 MI W FROM ROYAL CAMP.
 SA1537'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE U. S. BUREAU OF
 SA1537'RECLAMATION OFFICE AT ROYAL CAMP, THENCE 3.6 MILES WEST ALONG 12 ROAD
 SA1537'SW, THENCE 1.0 MILE NORTH ALONG C ROAD SW, THENCE 5.15 MILES WEST
 SA1537'ALONG 11 ROAD SW, AT THE NORTHEAST CORNER OF SECTION 34, 36 FEET
 SA1537'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH GRAVEL
 SA1537'ROAD, 26 FEET SOUTH OF THE CENTER LINE OF 11 ROAD SW, 26 FEET WEST OF
 SA1537'THE CENTER LINE OF THE GRAVEL ROAD, 0.8 FOOT SOUTH OF A WITNESS POST,
 SA1537'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND RIVITED ON TOP OF A 3 1/2-INCH
 SA1537'IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND.
 SA1537
 SA1537                          STATION RECOVERY (1967)
 SA1537
 SA1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0422 ***********************************************************************
 SB0422  DESIGNATION -  1118.9 BOR
 SB0422  PID         -  SB0422
 SB0422  STATE/COUNTY-  WA/YAKIMA
 SB0422  USGS QUAD   -  GRANGER NE (1964)
 SB0422
 SB0422                         *CURRENT SURVEY CONTROL
 SB0422  ___________________________________________________________________
 SB0422* NAD 83(1986)-  46 23 18.     (N)    120 00 46.     (W)     SCALED    
 SB0422* NAVD 88     -       341.980  (meters)    1121.98   (feet)  ADJUSTED  
 SB0422  ___________________________________________________________________
 SB0422  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SB0422  DYNAMIC HT  -         341.984 (meters)    1121.99  (feet)  COMP
 SB0422  MODELED GRAV-     980,617.1   (mgal)                       NAVD 88
 SB0422
 SB0422  VERT ORDER  -  SECOND    CLASS 0
 SB0422
 SB0422.The horizontal coordinates were scaled from a topographic map and have
 SB0422.an estimated accuracy of +/- 6 seconds.
 SB0422
 SB0422.The orthometric height was determined by differential leveling
 SB0422.and adjusted by the National Geodetic Survey in June 1991..
 SB0422
 SB0422.The geoid height was determined by GEOID03.
 SB0422
 SB0422.The dynamic height is computed by dividing the NAVD 88
 SB0422.geopotential number by the normal gravity value computed on the
 SB0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0422.degrees latitude (g = 980.6199 gals.).
 SB0422
 SB0422.The modeled gravity was interpolated from observed gravity values.
 SB0422
 SB0422;                    North         East    Units  Estimated Accuracy
 SB0422;SPC WA S     -   117,380.      537,470.      MT  (+/- 180 meters Scaled)
 SB0422
 SB0422                          SUPERSEDED SURVEY CONTROL
 SB0422
 SB0422  NGVD 29 (??/??/92)  340.921  (m)         1118.51   (f) ADJ UNCH    2 0
 SB0422
 SB0422.Superseded values are not recommended for survey control.
 SB0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0422.See file dsdata.txt to determine how the superseded data were derived.
 SB0422
 SB0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS296415(NAD 83)
 SB0422_MARKER: DD = SURVEY DISK
 SB0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0422_STAMPING: 1118.9
 SB0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0422
 SB0422  HISTORY     - Date     Condition        Report By
 SB0422  HISTORY     - UNK      MONUMENTED       BOR
 SB0422  HISTORY     - 1949     GOOD             NGS
 SB0422
 SB0422                          STATION DESCRIPTION
 SB0422
 SB0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0422'5.7 MI N FROM SUNNYSIDE.
 SB0422'0.9 MILE EAST ALONG THE HANFORD ROAD FROM THE NORTHERN PACIFIC RAILWAY
 SB0422'STATION AT SUNNYSIDE, THENCE 4.0 MILES NORTH ALONG A COUNTY GRAVEL
 SB0422'ROAD, THENCE 0.8 MILE WEST ALONG A DIRT ROAD ON THE SOUTH LEVEE OF
 SB0422'YAKIMA RIDGE CANAL, ON THE EAST SIDE OF A DEEP RAVINE, AT THE EAST END
 SB0422'OF A SIPHON, ABOUT 58 YARDS NORTHWEST OF THE NORTHWEST CORNER OF A
 SB0422'SMALL FARMHOUSE, IN THE TOP OF THE WEST END OF THE NORTH RETAINING
 SB0422'WALL OF THE SIPHON, 1.0 FOOT EAST OF THE NORTHWEST CORNER OF A
 SB0422'HEADWALL, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0423 ***********************************************************************
 SB0423  DESIGNATION -  1119.7 BOR
 SB0423  PID         -  SB0423
 SB0423  STATE/COUNTY-  WA/YAKIMA
 SB0423  USGS QUAD   -  GRANGER NE (1964)
 SB0423
 SB0423                         *CURRENT SURVEY CONTROL
 SB0423  ___________________________________________________________________
 SB0423* NAD 83(1986)-  46 23 20.     (N)    120 00 51.     (W)     SCALED    
 SB0423* NAVD 88     -       342.223  (meters)    1122.78   (feet)  ADJUSTED  
 SB0423  ___________________________________________________________________
 SB0423  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SB0423  DYNAMIC HT  -         342.227 (meters)    1122.79  (feet)  COMP
 SB0423  MODELED GRAV-     980,616.9   (mgal)                       NAVD 88
 SB0423
 SB0423  VERT ORDER  -  SECOND    CLASS 0
 SB0423
 SB0423.The horizontal coordinates were scaled from a topographic map and have
 SB0423.an estimated accuracy of +/- 6 seconds.
 SB0423
 SB0423.The orthometric height was determined by differential leveling
 SB0423.and adjusted by the National Geodetic Survey in June 1991..
 SB0423
 SB0423.The geoid height was determined by GEOID03.
 SB0423
 SB0423.The dynamic height is computed by dividing the NAVD 88
 SB0423.geopotential number by the normal gravity value computed on the
 SB0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0423.degrees latitude (g = 980.6199 gals.).
 SB0423
 SB0423.The modeled gravity was interpolated from observed gravity values.
 SB0423
 SB0423;                    North         East    Units  Estimated Accuracy
 SB0423;SPC WA S     -   117,440.      537,370.      MT  (+/- 180 meters Scaled)
 SB0423
 SB0423                          SUPERSEDED SURVEY CONTROL
 SB0423
 SB0423  NGVD 29 (??/??/92)  341.164  (m)         1119.30   (f) ADJ UNCH    2 0
 SB0423
 SB0423.Superseded values are not recommended for survey control.
 SB0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0423.See file dsdata.txt to determine how the superseded data were derived.
 SB0423
 SB0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS295415(NAD 83)
 SB0423_MARKER: DD = SURVEY DISK
 SB0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0423_SP_SET: SIPHON
 SB0423_STAMPING: 1119.7
 SB0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0423
 SB0423  HISTORY     - Date     Condition        Report By
 SB0423  HISTORY     - UNK      MONUMENTED       BOR
 SB0423  HISTORY     - 1949     GOOD             NGS
 SB0423
 SB0423                          STATION DESCRIPTION
 SB0423
 SB0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0423'5.8 MI N FROM SUNNYSIDE.
 SB0423'0.9 MILE EAST ALONG THE HANFORD ROAD FROM THE NORTHERN PACIFIC RAILWAY
 SB0423'STATION AT SUNNYSIDE, THENCE 4.0 MILES NORTH ALONG A COUNTY GRAVEL
 SB0423'ROAD, THENCE 0.9 MILE WEST ALONG A DIRT ON THE SOUTH LEVEE OF YAKIMA
 SB0423'RIDGE CANAL, 0.3 MILE EAST OF A BRIDGE ACROSS THE CANAL, ON THE WEST
 SB0423'SIDE OF A DEEP RAVINE, AT THE WEST END OF A SIPHON, IN THE TOP OF THE
 SB0423'APPROXIMATE CENTER OF THE WEST HEADWALL, 0.6 FOOT WEST OF A WIRE
 SB0423'FENCE, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4313 ***********************************************************************
 RD4313  DESIGNATION -  11200
 RD4313  PID         -  RD4313
 RD4313  STATE/COUNTY-  WA/CLARK
 RD4313  USGS QUAD   -  ORCHARDS (1990)
 RD4313
 RD4313                         *CURRENT SURVEY CONTROL
 RD4313  ___________________________________________________________________
 RD4313* NAD 83(1986)-  45 41 36.     (N)    122 33 28.     (W)     SCALED    
 RD4313* NAVD 88     -        70.447  (meters)     231.12   (feet)  ADJUSTED  
 RD4313  ___________________________________________________________________
 RD4313  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 RD4313  DYNAMIC HT  -          70.447 (meters)     231.12  (feet)  COMP
 RD4313  MODELED GRAV-     980,619.6   (mgal)                       NAVD 88
 RD4313
 RD4313  VERT ORDER  -  SECOND    CLASS II
 RD4313
 RD4313.The horizontal coordinates were scaled from a topographic map and have
 RD4313.an estimated accuracy of +/- 6 seconds.
 RD4313
 RD4313.The orthometric height was determined by differential leveling
 RD4313.and adjusted by the National Geodetic Survey in April 1995..
 RD4313
 RD4313.The geoid height was determined by GEOID03.
 RD4313
 RD4313.The dynamic height is computed by dividing the NAVD 88
 RD4313.geopotential number by the normal gravity value computed on the
 RD4313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4313.degrees latitude (g = 980.6199 gals.).
 RD4313
 RD4313.The modeled gravity was interpolated from observed gravity values.
 RD4313
 RD4313;                    North         East    Units  Estimated Accuracy
 RD4313;SPC WA S     -    42,110.      339,730.      MT  (+/- 180 meters Scaled)
 RD4313
 RD4313                          SUPERSEDED SURVEY CONTROL
 RD4313
 RD4313  NGVD 29 (03/17/92)   69.395  (m)          227.67   (f) ADJUSTED    2 2
 RD4313
 RD4313.Superseded values are not recommended for survey control.
 RD4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4313.See file dsdata.txt to determine how the superseded data were derived.
 RD4313
 RD4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER344600(NAD 83)
 RD4313_MARKER: DD = SURVEY DISK
 RD4313_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4313_SP_SET: PREFAB CONC. POST IN EARTH
 RD4313_MARK LOGO: WA-011
 RD4313_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4313+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RD4313
 RD4313  HISTORY     - Date     Condition        Report By
 RD4313  HISTORY     - 1950     MONUMENTED       WA-011
 RD4313  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 RD4313  HISTORY     - 20040611 GOOD             USPSQD
 RD4313  HISTORY     - 20050619 GOOD             USPSQD
 RD4313  HISTORY     - 20060718 GOOD             USPSQD
 RD4313
 RD4313                          STATION DESCRIPTION
 RD4313
 RD4313'DESCRIBED BY CLARK COUNTY WASHINGTON 1950
 RD4313'ON APPARENT CENTERLINE OF NE 99TH STREET,AT SW SECTION CORNER OF
 RD4313'SECTION 34 T3N R2E, APPROX. 119.3 FT. WEST TO DRIVEWAY AT 11216 NE
 RD4313'99TH STREET, 131.6 FT. EAST TO THE INTERSECTION OF NE 99TH STREET AND
 RD4313'NE 113TH AVENUE.DATUM POINT IS 3 5/8 INCH BRASS DISK SET IN
 RD4313'CONCRETE SURROUNDED BY MONUMENT CASE.
 RD4313
 RD4313                          STATION RECOVERY (2004)
 RD4313
 RD4313'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD4313'MARK NOT FOUND.
 RD4313
 RD4313                          STATION RECOVERY (2004)
 RD4313
 RD4313'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 RD4313'RECOVERED AS DESCRIBED.
 RD4313
 RD4313                          STATION RECOVERY (2005)
 RD4313
 RD4313'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4313'RECOVERED IN GOOD CONDITION.
 RD4313
 RD4313                          STATION RECOVERY (2006)
 RD4313
 RD4313'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0427 ***********************************************************************
 SB0427  DESIGNATION -  1123.3 BOR
 SB0427  PID         -  SB0427
 SB0427  STATE/COUNTY-  WA/YAKIMA
 SB0427  USGS QUAD   -  GRANGER NE (1964)
 SB0427
 SB0427                         *CURRENT SURVEY CONTROL
 SB0427  ___________________________________________________________________
 SB0427* NAD 83(1986)-  46 23 27.     (N)    120 04 35.     (W)     SCALED    
 SB0427* NAVD 88     -       343.370  (meters)    1126.54   (feet)  ADJUSTED  
 SB0427  ___________________________________________________________________
 SB0427  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SB0427  DYNAMIC HT  -         343.372 (meters)    1126.55  (feet)  COMP
 SB0427  MODELED GRAV-     980,611.7   (mgal)                       NAVD 88
 SB0427
 SB0427  VERT ORDER  -  SECOND    CLASS 0
 SB0427
 SB0427.The horizontal coordinates were scaled from a topographic map and have
 SB0427.an estimated accuracy of +/- 6 seconds.
 SB0427
 SB0427.The orthometric height was determined by differential leveling
 SB0427.and adjusted by the National Geodetic Survey in June 1991..
 SB0427
 SB0427.The geoid height was determined by GEOID03.
 SB0427
 SB0427.The dynamic height is computed by dividing the NAVD 88
 SB0427.geopotential number by the normal gravity value computed on the
 SB0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0427.degrees latitude (g = 980.6199 gals.).
 SB0427
 SB0427.The modeled gravity was interpolated from observed gravity values.
 SB0427
 SB0427;                    North         East    Units  Estimated Accuracy
 SB0427;SPC WA S     -   117,630.      532,580.      MT  (+/- 180 meters Scaled)
 SB0427
 SB0427                          SUPERSEDED SURVEY CONTROL
 SB0427
 SB0427  NGVD 29 (??/??/92)  342.307  (m)         1123.05   (f) ADJ UNCH    2 0
 SB0427
 SB0427.Superseded values are not recommended for survey control.
 SB0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0427.See file dsdata.txt to determine how the superseded data were derived.
 SB0427
 SB0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS247416(NAD 83)
 SB0427_MARKER: DD = SURVEY DISK
 SB0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0427_SP_SET: SIPHON
 SB0427_STAMPING: 1123.3
 SB0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0427
 SB0427  HISTORY     - Date     Condition        Report By
 SB0427  HISTORY     - UNK      MONUMENTED       BOR
 SB0427  HISTORY     - 1949     GOOD             NGS
 SB0427
 SB0427                          STATION DESCRIPTION
 SB0427
 SB0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0427'10.0 MI NW FROM SUNNYSIDE.
 SB0427'0.9 MILE EAST ALONG THE HANFORD ROAD FROM THE NORTHERN PACIFIC RAILWAY
 SB0427'STATION AT SUNNYSIDE, THENCE 4.0 MILES NORTH ALONG A COUNTY GRAVEL
 SB0427'ROAD, THENCE 5.1 MILES WEST ALONG A DIRT ROAD ON THE SOUTH LEVEE OF
 SB0427'YAKIMA RIDGE CANAL, ABOUT 0.2 MILE NORTHWEST OF A FARMHOUSE, ON THE
 SB0427'EAST SIDE OF A DEEP RAVINE, ON THE TOP OF THE APPROXIMATE CENTER OF
 SB0427'THE EAST CONCRETE HEAD WALL OF A SIPHON, 0.7 FOOT EAST OF A WIRE
 SB0427'FENCE, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0109 ***********************************************************************
 SA0109  DESIGNATION -  1124.2
 SA0109  PID         -  SA0109
 SA0109  STATE/COUNTY-  WA/WALLA WALLA
 SA0109  USGS QUAD   -  WALLA WALLA (1978)
 SA0109
 SA0109                         *CURRENT SURVEY CONTROL
 SA0109  ___________________________________________________________________
 SA0109* NAD 83(1998)-  46 06 07.87247(N)    118 17 41.13588(W)     ADJUSTED  
 SA0109* NAVD 88     -       343.534  (meters)    1127.08   (feet)  ADJUSTED  
 SA0109  ___________________________________________________________________
 SA0109  X           -  -2,100,027.783 (meters)                     COMP
 SA0109  Y           -  -3,901,029.498 (meters)                     COMP
 SA0109  Z           -   4,573,363.135 (meters)                     COMP
 SA0109  LAPLACE CORR-          11.08  (seconds)                    DEFLEC99
 SA0109  ELLIP HEIGHT-         323.00  (meters)          (07/02/01) GPS OBS
 SA0109  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 SA0109  DYNAMIC HT  -         343.523 (meters)    1127.04  (feet)  COMP
 SA0109  MODELED GRAV-     980,574.1   (mgal)                       NAVD 88
 SA0109
 SA0109  HORZ ORDER  -  B
 SA0109  VERT ORDER  -  FIRST     CLASS II
 SA0109  ELLP ORDER  -  THIRD     CLASS II
 SA0109
 SA0109.This mark is at Walla Walla Regional Airport (ALW)
 SA0109
 SA0109.The horizontal coordinates were established by GPS observations
 SA0109.and adjusted by the National Geodetic Survey in July 2001..
 SA0109.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA0109.DATUM ITEM on the data sheet items page.
 SA0109
 SA0109.The orthometric height was determined by differential leveling
 SA0109.and adjusted by the National Geodetic Survey in June 1991..
 SA0109
 SA0109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA0109
 SA0109.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA0109
 SA0109.The ellipsoidal height was determined by GPS observations
 SA0109.and is referenced to NAD 83.
 SA0109
 SA0109.The geoid height was determined by GEOID03.
 SA0109
 SA0109.The dynamic height is computed by dividing the NAVD 88
 SA0109.geopotential number by the normal gravity value computed on the
 SA0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0109.degrees latitude (g = 980.6199 gals.).
 SA0109
 SA0109.The modeled gravity was interpolated from observed gravity values.
 SA0109
 SA0109;                    North         East     Units Scale Factor Converg.
 SA0109;SPC WA S     -    87,841.168   670,479.672   MT  0.99994989   +1 36 06.8
 SA0109;SPC WA S     -   288,192.23  2,199,732.06   sFT  0.99994989   +1 36 06.8
 SA0109;UTM  11      - 5,106,216.070   399,928.775   MT  0.99972310   -0 55 59.0
 SA0109
 SA0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA0109!SPC WA S     -   0.99994937  x   0.99994989  =   0.99989926
 SA0109!UTM  11      -   0.99994937  x   0.99972310  =   0.99967248
 SA0109
 SA0109                          SUPERSEDED SURVEY CONTROL
 SA0109
 SA0109  NAD 83(1998)-  46 06 07.87251(N)    118 17 41.13610(W) AD(       ) B
 SA0109  ELLIP H (07/23/97)  323.03   (m)                       GP(       ) 3 1
 SA0109  NAVD 88 (07/23/97)  343.53   (m)         1127.1    (f) LEVELING    3  
 SA0109  NGVD 29 (??/??/92)  342.53   (m)         1123.8    (f) COMPUTED    1 2
 SA0109
 SA0109.Superseded values are not recommended for survey control.
 SA0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0109.See file dsdata.txt to determine how the superseded data were derived.
 SA0109
 SA0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM9992906216(NAD 83)
 SA0109_MARKER: DD = SURVEY DISK
 SA0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0109_SP_SET: SET IN CONCRETE SLAB OF RUNWAY
 SA0109_STAMPING: EL 1124-2
 SA0109_MARK LOGO: USE   
 SA0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA0109+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 SA0109
 SA0109  HISTORY     - Date     Condition        Report By
 SA0109  HISTORY     - UNK      MONUMENTED       USE
 SA0109  HISTORY     - 1964     GOOD             NGS
 SA0109  HISTORY     - 1967     GOOD             NGS
 SA0109  HISTORY     - 1977     GOOD             NGS
 SA0109  HISTORY     - 19960721 GOOD             CHANCE
 SA0109  HISTORY     - 20030905 GOOD             GEOCAC
 SA0109
 SA0109                          STATION DESCRIPTION
 SA0109
 SA0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SA0109'3 MI NE FROM WALLA WALLA.
 SA0109'3 MILES NORTHEAST OF WALLA WALLA, AT THE WALLA WALLA CITY-COUNTY
 SA0109'AIRPORT, AT THE NORTH END OF THE NORTH-SOUTH RUNWAY, CEMENTED IN A
 SA0109'DRILL HOLE AT THE CENTER LINE AND 1 1/2 FEET SOUTH OF THE NORTH END.
 SA0109
 SA0109                          STATION RECOVERY (1967)
 SA0109
 SA0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA0109'RECOVERED IN GOOD CONDITION.
 SA0109
 SA0109                          STATION RECOVERY (1977)
 SA0109
 SA0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 SA0109'RECOVERED IN GOOD CONDITION.
 SA0109
 SA0109                          STATION RECOVERY (1996)
 SA0109
 SA0109'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SA0109'STATION IS LOCATED ABOUT 13 MILES (20.9 KM) SOUTHWEST OF WAITSBURG, 6
 SA0109'MILES (9.7 KM) NORTH OF THE OREGON - WASHINGTON STATE LINE, IN
 SA0109'NORTHEAST WALLA WALLA AT THE WALLA WALLA REGIONAL AIRPORT, LARRY ADAMS
 SA0109'- AIRPORT MANAGER, PHONE 509-529-0843  TO REACH THE STATION FRON THE
 SA0109'JUNCTION OF US HIGHWAY 12 AND -A- STREET IN WALLA WALLA, PROCEED NORTH
 SA0109'AND WEST ON -A- STREET 0.65 MILES (1.05 KM) TO DOUGLAS STREET, TURN
 SA0109'LEFT AND PROCEED WEST ON DOUGLAS STREET TO A GATE ON THE NORTH SIDE OF
 SA0109'THE FIRE STATION, OBTAIN PERMISSION, PASS THROUGH THE GATE AND PROCEED
 SA0109'WEST ON THE RAMP 0.1 MILES (0.2 KM) TO TAXIWAY A, TURN LEFT AND
 SA0109'PROCEED SOUTHWEST ON TAXIWAY A 0.1 MILES (0.2 KM) TO TAXIWAY C, TURN
 SA0109'RIGHT AND PROCEED NORTHWEST ON TAXIWAY C ACROSS RUNWAY 2-20 0.65 MILES
 SA0109'(1.05 KM) TO TAXIWAY G, TURN RIGHT AND PROCEED NORTH ON TAXIWAY G
 SA0109'ACROSS RUNWAY 7-25 0.3 MILES (0.5 KM) TO THE NORTH END OF RUNWAY 16-34
 SA0109'AND THE STATION SET ON CENTERLINE END OF THE RUNWAY  THE STATION IS A
 SA0109'US ARMY ENGINEERS CONTROL STATION DISK SET IN THE CONCRETE RUNWAY, SET
 SA0109'FLUSH WITH THE SURFACE.  THE STATION IS LOCATED 0.5 M (1.6 FT) SOUTH
 SA0109'OF THE NORTH EDGE OF THE RUNWAY, 10.5 M (34.4 FT) SOUTH OF A CONCRETE
 SA0109'UTILITY MARKER, 46.25 M (151.74 FT) EAST OF THE NORTHWEST CORNER OF
 SA0109'THE RUNWAY, 48.9 M (160.4 FT) WEST OF THE ROUND DRAIN INLET AND 100.15
 SA0109'M (328.58 FT) NORTHWEST OF THE NORTH END OF THE TAXIWAY INFORMATION
 SA0109'SIGN
 SA0109
 SA0109                          STATION RECOVERY (2003)
 SA0109
 SA0109'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0109'POST 9 11 ACCESS REQUIRES ESCORT OBTAINABLE FROM AIRPORT
 SA0109'SECURITY(/)FIRE DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0428 ***********************************************************************
 SB0428  DESIGNATION -  1124.3 BOR
 SB0428  PID         -  SB0428
 SB0428  STATE/COUNTY-  WA/YAKIMA
 SB0428  USGS QUAD   -  GRANGER NE (1964)
 SB0428
 SB0428                         *CURRENT SURVEY CONTROL
 SB0428  ___________________________________________________________________
 SB0428* NAD 83(1986)-  46 23 28.     (N)    120 04 40.     (W)     SCALED    
 SB0428* NAVD 88     -       343.670  (meters)    1127.52   (feet)  ADJUSTED  
 SB0428  ___________________________________________________________________
 SB0428  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SB0428  DYNAMIC HT  -         343.672 (meters)    1127.53  (feet)  COMP
 SB0428  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 SB0428
 SB0428  VERT ORDER  -  SECOND    CLASS 0
 SB0428
 SB0428.The horizontal coordinates were scaled from a topographic map and have
 SB0428.an estimated accuracy of +/- 6 seconds.
 SB0428
 SB0428.The orthometric height was determined by differential leveling
 SB0428.and adjusted by the National Geodetic Survey in June 1991..
 SB0428
 SB0428.The geoid height was determined by GEOID03.
 SB0428
 SB0428.The dynamic height is computed by dividing the NAVD 88
 SB0428.geopotential number by the normal gravity value computed on the
 SB0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0428.degrees latitude (g = 980.6199 gals.).
 SB0428
 SB0428.The modeled gravity was interpolated from observed gravity values.
 SB0428
 SB0428;                    North         East    Units  Estimated Accuracy
 SB0428;SPC WA S     -   117,660.      532,470.      MT  (+/- 180 meters Scaled)
 SB0428
 SB0428                          SUPERSEDED SURVEY CONTROL
 SB0428
 SB0428  NGVD 29 (??/??/92)  342.607  (m)         1124.04   (f) ADJ UNCH    2 0
 SB0428
 SB0428.Superseded values are not recommended for survey control.
 SB0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0428.See file dsdata.txt to determine how the superseded data were derived.
 SB0428
 SB0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS246416(NAD 83)
 SB0428_MARKER: DD = SURVEY DISK
 SB0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0428_SP_SET: SIPHON
 SB0428_STAMPING: 1124.3
 SB0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0428
 SB0428  HISTORY     - Date     Condition        Report By
 SB0428  HISTORY     - UNK      MONUMENTED       BOR
 SB0428  HISTORY     - 1949     GOOD             NGS
 SB0428
 SB0428                          STATION DESCRIPTION
 SB0428
 SB0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0428'10.2 MI NW FROM SUNNYSIDE.
 SB0428'0.9 MILE EAST ALONG THE HANFORD ROAD FROM THE NORTHERN PACIFIC RAILWAY
 SB0428'STATION AT SUNNYSIDE, THENCE 4.0 MILES NORTH ALONG A COUNTY GRAVEL
 SB0428'ROAD, THENCE 5.3 MILES WEST ALONG A DIRT ROAD ON THE SOUTH LEVEE OF
 SB0428'YAKIMA RIDGE CANAL, ON THE WEST BANK OF A DEEP RAVINE, AT THE WEST END
 SB0428'OF A SIPHON, IN THE TOP OF THE APPROXIMATE CENTER OF THE WEST CONCRETE
 SB0428'HEAD WALL OF THE SIPHON, AND 0.7 FOOT WEST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0746 ***********************************************************************
 SA0746  DESIGNATION -  1127
 SA0746  PID         -  SA0746
 SA0746  STATE/COUNTY-  WA/GRANT
 SA0746  USGS QUAD   -  ROYAL CAMP (1986)
 SA0746
 SA0746                         *CURRENT SURVEY CONTROL
 SA0746  ___________________________________________________________________
 SA0746* NAD 83(1986)-  46 54 45.     (N)    119 27 08.     (W)     SCALED    
 SA0746* NAVD 88     -       344.405  (meters)    1129.94   (feet)  ADJUSTED  
 SA0746  ___________________________________________________________________
 SA0746  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 SA0746  DYNAMIC HT  -         344.427 (meters)    1130.01  (feet)  COMP
 SA0746  MODELED GRAV-     980,667.4   (mgal)                       NAVD 88
 SA0746
 SA0746  VERT ORDER  -  SECOND    CLASS 0
 SA0746
 SA0746.The horizontal coordinates were scaled from a topographic map and have
 SA0746.an estimated accuracy of +/- 6 seconds.
 SA0746
 SA0746.The orthometric height was determined by differential leveling
 SA0746.and adjusted by the National Geodetic Survey in June 1991..
 SA0746
 SA0746.The geoid height was determined by GEOID03.
 SA0746
 SA0746.The dynamic height is computed by dividing the NAVD 88
 SA0746.geopotential number by the normal gravity value computed on the
 SA0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0746.degrees latitude (g = 980.6199 gals.).
 SA0746
 SA0746.The modeled gravity was interpolated from observed gravity values.
 SA0746
 SA0746;                    North         East    Units  Estimated Accuracy
 SA0746;SPC WA S     -   176,060.      579,810.      MT  (+/- 180 meters Scaled)
 SA0746
 SA0746                          SUPERSEDED SURVEY CONTROL
 SA0746
 SA0746  NGVD 29 (??/??/92)  343.319  (m)         1126.37   (f) ADJ UNCH    2 0
 SA0746
 SA0746.Superseded values are not recommended for survey control.
 SA0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0746.See file dsdata.txt to determine how the superseded data were derived.
 SA0746
 SA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM132983(NAD 83)
 SA0746_MARKER: P = PIPE CAP
 SA0746_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0746_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0746_STAMPING: WASH 1127
 SA0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0746
 SA0746  HISTORY     - Date     Condition        Report By
 SA0746  HISTORY     - UNK      MONUMENTED       USGS
 SA0746  HISTORY     - 1934     GOOD             NGS
 SA0746  HISTORY     - 1967     GOOD             NGS
 SA0746
 SA0746                          STATION DESCRIPTION
 SA0746
 SA0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SA0746'7.0 MI N FROM CORFU.
 SA0746'7.0 MILES NORTH ALONG A COUNTY ROAD FROM CORFU, GRANT COUNTY, 0.2 MILE
 SA0746'WEST OF THE FARMHOUSE OWNED IN 1934 BY E. J. LEWIS, 35 FEET EAST OF
 SA0746'THE CENTERLINE OF THE ROAD, AND 10 FEET EAST OF THE NORTHWEST CORNER
 SA0746'OF A FIELD FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 SA0746'STAMPED WASH 1127 AND RIVETED ON THE TOP OF 3-1/2-INCH IRON PIPE.
 SA0746'NOTE-- DESCRIPTION IS SLIGHTLY OFF THEREFORE IT IS QUESTIONABLE IF
 SA0746'THIS IS THE ACTUAL B.M.
 SA0746
 SA0746                          STATION RECOVERY (1967)
 SA0746
 SA0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0755 ***********************************************************************
 SW0755  DESIGNATION -  1134
 SW0755  PID         -  SW0755
 SW0755  STATE/COUNTY-  WA/GRANT
 SW0755  USGS QUAD   -  WINCHESTER SE (1978)
 SW0755
 SW0755                         *CURRENT SURVEY CONTROL
 SW0755  ___________________________________________________________________
 SW0755* NAD 83(1986)-  47 02 41.     (N)    119 33 26.     (W)     SCALED    
 SW0755* NAVD 88     -       346.580  (meters)    1137.07   (feet)  ADJUSTED  
 SW0755  ___________________________________________________________________
 SW0755  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 SW0755  DYNAMIC HT  -         346.604 (meters)    1137.15  (feet)  COMP
 SW0755  MODELED GRAV-     980,672.2   (mgal)                       NAVD 88
 SW0755
 SW0755  VERT ORDER  -  SECOND    CLASS 0
 SW0755
 SW0755.The horizontal coordinates were scaled from a topographic map and have
 SW0755.an estimated accuracy of +/- 6 seconds.
 SW0755
 SW0755.The orthometric height was determined by differential leveling
 SW0755.and adjusted by the National Geodetic Survey in June 1991..
 SW0755
 SW0755.The geoid height was determined by GEOID03.
 SW0755
 SW0755.The dynamic height is computed by dividing the NAVD 88
 SW0755.geopotential number by the normal gravity value computed on the
 SW0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0755.degrees latitude (g = 980.6199 gals.).
 SW0755
 SW0755.The modeled gravity was interpolated from observed gravity values.
 SW0755
 SW0755;                    North         East    Units  Estimated Accuracy
 SW0755;SPC WA S     -   190,650.      571,640.      MT  (+/- 180 meters Scaled)
 SW0755
 SW0755                          SUPERSEDED SURVEY CONTROL
 SW0755
 SW0755  NGVD 29 (??/??/92)  345.46   (m)         1133.4    (f) COMPUTED    2 0
 SW0755
 SW0755.Superseded values are not recommended for survey control.
 SW0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0755.See file dsdata.txt to determine how the superseded data were derived.
 SW0755
 SW0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN057133(NAD 83)
 SW0755_MARKER: P = PIPE CAP
 SW0755_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0755_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0755_STAMPING: WASH 6 1134
 SW0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0755
 SW0755  HISTORY     - Date     Condition        Report By
 SW0755  HISTORY     - UNK      MONUMENTED       USGS
 SW0755  HISTORY     - 1959     MARK NOT FOUND   NGS
 SW0755
 SW0755                          STATION DESCRIPTION
 SW0755
 SW0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SW0755'8 MI S FROM MORRISON.
 SW0755'8 MILES SOUTH ALONG A ROAD FROM MORRISON, GRANT COUNTY, AT SECTION
 SW0755'CORNERS 16, 15, 22, AND 21, T. 18 N., R. 26 E., AND 8 FEET EAST OF THE
 SW0755'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED WASH 6
 SW0755'1134 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- CONSTR
 SW0755'IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0455 ***********************************************************************
 TR0455  DESIGNATION -  114 + MIDWAY
 TR0455  PID         -  TR0455
 TR0455  STATE/COUNTY-  WA/ISLAND
 TR0455  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0455
 TR0455                         *CURRENT SURVEY CONTROL
 TR0455  ___________________________________________________________________
 TR0455* NAD 83(1986)-  48 17 57.     (N)    122 35 43.     (W)     SCALED    
 TR0455* NAVD 88     -         4.471  (meters)      14.67   (feet)  ADJUSTED  
 TR0455  ___________________________________________________________________
 TR0455  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 TR0455  DYNAMIC HT  -           4.472 (meters)      14.67  (feet)  COMP
 TR0455  MODELED GRAV-     980,841.8   (mgal)                       NAVD 88
 TR0455
 TR0455  VERT ORDER  -  FIRST     CLASS II
 TR0455
 TR0455.This mark is at Oak Harbor Air Park  (76S)
 TR0455
 TR0455.The horizontal coordinates were scaled from a topographic map and have
 TR0455.an estimated accuracy of +/- 6 seconds.
 TR0455
 TR0455.The orthometric height was determined by differential leveling
 TR0455.and adjusted by the National Geodetic Survey in June 1991..
 TR0455
 TR0455.The geoid height was determined by GEOID03.
 TR0455
 TR0455.The dynamic height is computed by dividing the NAVD 88
 TR0455.geopotential number by the normal gravity value computed on the
 TR0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0455.degrees latitude (g = 980.6199 gals.).
 TR0455
 TR0455.The modeled gravity was interpolated from observed gravity values.
 TR0455
 TR0455;                    North         East    Units  Estimated Accuracy
 TR0455;SPC WA N     -   145,940.      369,300.      MT  (+/- 180 meters Scaled)
 TR0455
 TR0455                          SUPERSEDED SURVEY CONTROL
 TR0455
 TR0455  NGVD 29 (??/??/92)    3.328  (m)           10.92   (f) ADJ UNCH    1 2
 TR0455
 TR0455.Superseded values are not recommended for survey control.
 TR0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0455.See file dsdata.txt to determine how the superseded data were derived.
 TR0455
 TR0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU300496(NAD 83)
 TR0455_MARKER: DD = SURVEY DISK
 TR0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0455_STAMPING: 114 - MIDWAY
 TR0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0455+STABILITY: SURFACE MOTION
 TR0455
 TR0455  HISTORY     - Date     Condition        Report By
 TR0455  HISTORY     - UNK      MONUMENTED       DOD
 TR0455  HISTORY     - 1952     GOOD             NGS
 TR0455
 TR0455                          STATION DESCRIPTION
 TR0455
 TR0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0455'2.8 MI E FROM OAK HARBOR.
 TR0455'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0455'THE MAIN GATE OF THE WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0455'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.65 MILE
 TR0455'NORTHEAST ALONG TORPEDO ROAD, THENCE 1.2 MILES EAST ALONG MIDWAY
 TR0455'BLVD., ON THE CENTER LINE OF THE BLVD., ABOUT 125 FEET NORTH OF THE
 TR0455'SHORE LINE OF CRESENT HARBOR, 50.6 FEET SOUTHEAST OF THE SOUTHEAST
 TR0455'CORNER OF BUILDING NO. 37, 29.6 FEET SOUTHEAST OF THE CENTER OF THE
 TR0455'NORTH END OF A 12-INCH CONCRETE PIPE CULVERT, 0.2 FOOT BELOW THE
 TR0455'SURFACE OF THE BLD. AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 TR0455'ENCASED BY A 6-INCH STEEL PIPE WITH A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0375 ***********************************************************************
 SB0375  DESIGNATION -  1145
 SB0375  PID         -  SB0375
 SB0375  STATE/COUNTY-  WA/YAKIMA
 SB0375  USGS QUAD   -  POISEL BUTTE NW (1965)
 SB0375
 SB0375                         *CURRENT SURVEY CONTROL
 SB0375  ___________________________________________________________________
 SB0375* NAD 83(1986)-  46 12 10.     (N)    120 28 30.     (W)     SCALED    
 SB0375* NAVD 88     -       350.030  (meters)    1148.39   (feet)  ADJUSTED  
 SB0375  ___________________________________________________________________
 SB0375  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 SB0375  DYNAMIC HT  -         350.021 (meters)    1148.36  (feet)  COMP
 SB0375  MODELED GRAV-     980,578.5   (mgal)                       NAVD 88
 SB0375
 SB0375  VERT ORDER  -  FIRST     CLASS II
 SB0375
 SB0375.The horizontal coordinates were scaled from a topographic map and have
 SB0375.an estimated accuracy of +/- 6 seconds.
 SB0375
 SB0375.The orthometric height was determined by differential leveling
 SB0375.and adjusted by the National Geodetic Survey in June 1991..
 SB0375
 SB0375.The geoid height was determined by GEOID03.
 SB0375
 SB0375.The dynamic height is computed by dividing the NAVD 88
 SB0375.geopotential number by the normal gravity value computed on the
 SB0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0375.degrees latitude (g = 980.6199 gals.).
 SB0375
 SB0375.The modeled gravity was interpolated from observed gravity values.
 SB0375
 SB0375;                    North         East    Units  Estimated Accuracy
 SB0375;SPC WA S     -    96,640.      501,930.      MT  (+/- 180 meters Scaled)
 SB0375
 SB0375                          SUPERSEDED SURVEY CONTROL
 SB0375
 SB0375  NGVD 29 (??/??/92)  349.004  (m)         1145.02   (f) ADJ UNCH    1 2
 SB0375
 SB0375.Superseded values are not recommended for survey control.
 SB0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0375.See file dsdata.txt to determine how the superseded data were derived.
 SB0375
 SB0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS947196(NAD 83)
 SB0375_MARKER: P = PIPE CAP
 SB0375_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0375_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0375_STAMPING: 1145 1145.155
 SB0375_MARK LOGO: USGS  
 SB0375_PROJECTION: PROJECTING 36 CENTIMETERS
 SB0375_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SB0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0375+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 SB0375
 SB0375  HISTORY     - Date     Condition        Report By
 SB0375  HISTORY     - UNK      MONUMENTED       USGS
 SB0375  HISTORY     - 1935     GOOD             NGS
 SB0375  HISTORY     - 1974     GOOD             WAHC
 SB0375  HISTORY     - 1982     GOOD             NGS
 SB0375  HISTORY     - 19950501 GOOD             WADT
 SB0375
 SB0375                          STATION DESCRIPTION
 SB0375
 SB0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SB0375'17.5 MI SW FROM TOPPENISH.
 SB0375'17.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 97 FROM THE NORTHERN PACIFIC
 SB0375'RAILWAY STATION ST TOPPENISH, YAKIMA COUNTY, 20.0 MILES NORTHEAST OF
 SB0375'THE SUMMIT AT SATUS PASS, 13.1 MILES NORTHEAST OF THE YAKIMA-KLICKITAT
 SB0375'COUNTY LINE, 612 FEET EAST OF THE EAST END OF A WOODEN TRUSS BRIDGE
 SB0375'OVER SATUS CREEK, ON AN EAST-AND-WEST TANGENT, 486 FEET SOUTH OF THE
 SB0375'CENTERLINE OF THE HIGHWAY, ON A BENCH ADJOINING THE OLD HIGHWAY, 15
 SB0375'FEET SOUTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, AND 2 FEET HIGHER
 SB0375'THAN THE OLD HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 SB0375'STAMPED 1145.155 1145 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 SB0375'ENCASED IN CONCRETE AND PROJECTING 10 INCHES ABOVE GROUND.
 SB0375
 SB0375                          STATION RECOVERY (1974)
 SB0375
 SB0375'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1974
 SB0375'RECOVERED IN GOOD CONDITION.
 SB0375
 SB0375                          STATION RECOVERY (1982)
 SB0375
 SB0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0375'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0375'25.0 KM (15.6 MI) SOUTH ALONG US HIGHWAY 97 FROM THE JUNCTION OF STATE
 SB0375'HIGHWAY 22 AT TOPPENISH, THENCE 0.22 KM (0.14 MI) SOUTH ALONG PINE
 SB0375'SPRINGS ROAD, 85.3 METERS (280 FT) NORTHEAST ALONG A TRACK ROAD (OLD
 SB0375'HIGHWAY BED) FROM THE CENTERLINE OF PINE SPRINGS ROAD, 4.5 METERS (15
 SB0375'FT) SOUTHEAST OF THE TRACK ROAD.
 SB0375'THE MARK IS 0.75 METERS  NW FROM A WITNESS POST.
 SB0375'THE MARK IS 0.9 M ABOVE TRACK ROAD.
 SB0375
 SB0375                          STATION RECOVERY (1995)
 SB0375
 SB0375'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SB0375'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0108 ***********************************************************************
 SA0108  DESIGNATION -  1146.32
 SA0108  PID         -  SA0108
 SA0108  STATE/COUNTY-  WA/WALLA WALLA
 SA0108  USGS QUAD   -  WALLA WALLA (1978)
 SA0108
 SA0108                         *CURRENT SURVEY CONTROL
 SA0108  ___________________________________________________________________
 SA0108* NAD 83(1986)-  46 05 02.     (N)    118 17 35.     (W)     SCALED    
 SA0108* NAVD 88     -       350.238  (meters)    1149.07   (feet)  ADJUSTED  
 SA0108  ___________________________________________________________________
 SA0108  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SA0108  DYNAMIC HT  -         350.226 (meters)    1149.03  (feet)  COMP
 SA0108  MODELED GRAV-     980,571.3   (mgal)                       NAVD 88
 SA0108
 SA0108  VERT ORDER  -  FIRST     CLASS II
 SA0108
 SA0108.The horizontal coordinates were scaled from a topographic map and have
 SA0108.an estimated accuracy of +/- 6 seconds.
 SA0108
 SA0108.The orthometric height was determined by differential leveling
 SA0108.and adjusted by the National Geodetic Survey in June 1991..
 SA0108
 SA0108.The geoid height was determined by GEOID03.
 SA0108
 SA0108.The dynamic height is computed by dividing the NAVD 88
 SA0108.geopotential number by the normal gravity value computed on the
 SA0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0108.degrees latitude (g = 980.6199 gals.).
 SA0108
 SA0108.The modeled gravity was interpolated from observed gravity values.
 SA0108
 SA0108;                    North         East    Units  Estimated Accuracy
 SA0108;SPC WA S     -    85,810.      670,670.      MT  (+/- 180 meters Scaled)
 SA0108
 SA0108                          SUPERSEDED SURVEY CONTROL
 SA0108
 SA0108  NGVD 29 (??/??/92)  349.24   (m)         1145.8    (f) COMPUTED    1 2
 SA0108
 SA0108.Superseded values are not recommended for survey control.
 SA0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0108.See file dsdata.txt to determine how the superseded data were derived.
 SA0108
 SA0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM000041(NAD 83)
 SA0108_MARKER: DD = SURVEY DISK
 SA0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0108_SP_SET: PAVEMENT
 SA0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0108
 SA0108  HISTORY     - Date     Condition        Report By
 SA0108  HISTORY     - UNK      MONUMENTED       DOD
 SA0108  HISTORY     - 1964     MARK NOT FOUND   NGS
 SA0108
 SA0108                          STATION DESCRIPTION
 SA0108
 SA0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SA0108'3 MI NE FROM WALLA WALLA.
 SA0108'3 MILES NORTHEAST OF WALLA WALLA, WALLA WALLA COUNTY, AT THE SOUTHWEST
 SA0108'END OF THE NORTHEAST-AND-SOUTHWEST RUNWAY, 120 FEET NORTHEAST OF THE
 SA0108'SOUTHWEST EDGE, AND IN THE CONCRETE PAVEMENT AT THE CENTERLINE OF THE
 SA0108'RUNWAY.  NOTE-- THIS MARK HAS BEEN COVERED BY ABOUT 4 INCHES OF
 SA0108'MACADAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0033 ***********************************************************************
 SB0033  DESIGNATION -  1147 T USGS
 SB0033  PID         -  SB0033
 SB0033  STATE/COUNTY-  WA/YAKIMA
 SB0033  USGS QUAD   -  POMONA (1985)
 SB0033
 SB0033                         *CURRENT SURVEY CONTROL
 SB0033  ___________________________________________________________________
 SB0033* NAD 83(1986)-  46 41 24.     (N)    120 29 18.     (W)     SCALED    
 SB0033* NAVD 88     -       350.812  (meters)    1150.96   (feet)  ADJUSTED  
 SB0033  ___________________________________________________________________
 SB0033  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SB0033  DYNAMIC HT  -         350.815 (meters)    1150.97  (feet)  COMP
 SB0033  MODELED GRAV-     980,612.8   (mgal)                       NAVD 88
 SB0033
 SB0033  VERT ORDER  -  FIRST     CLASS II
 SB0033
 SB0033.The horizontal coordinates were scaled from a topographic map and have
 SB0033.an estimated accuracy of +/- 6 seconds.
 SB0033
 SB0033.The orthometric height was determined by differential leveling
 SB0033.and adjusted by the National Geodetic Survey in June 1991..
 SB0033
 SB0033.The geoid height was determined by GEOID03.
 SB0033
 SB0033.The dynamic height is computed by dividing the NAVD 88
 SB0033.geopotential number by the normal gravity value computed on the
 SB0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0033.degrees latitude (g = 980.6199 gals.).
 SB0033
 SB0033.The modeled gravity was interpolated from observed gravity values.
 SB0033
 SB0033;                    North         East    Units  Estimated Accuracy
 SB0033;SPC WA S     -   150,790.      500,890.      MT  (+/- 180 meters Scaled)
 SB0033
 SB0033                          SUPERSEDED SURVEY CONTROL
 SB0033
 SB0033  NGVD 29 (??/??/92)  349.736  (m)         1147.43   (f) ADJ UNCH    1 2
 SB0033
 SB0033.Superseded values are not recommended for survey control.
 SB0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0033.See file dsdata.txt to determine how the superseded data were derived.
 SB0033
 SB0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS920737(NAD 83)
 SB0033_MARKER: P = PIPE CAP
 SB0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0033_STAMPING: ELEV 1147.681 FT 1147 T
 SB0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0033
 SB0033  HISTORY     - Date     Condition        Report By
 SB0033  HISTORY     - UNK      MONUMENTED       USGS
 SB0033  HISTORY     - 1962     GOOD             NGS
 SB0033  HISTORY     - 1982     MARK NOT FOUND   NGS
 SB0033
 SB0033                          STATION DESCRIPTION
 SB0033
 SB0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0033'3.5 MI NE FROM SELAH.
 SB0033'3.5 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0033'STATION AT SELAH, YAKIMA COUNTY, AT POMONA SIDING, 27 RAILS NORTH OF
 SB0033'SEMAPHORES 966 AND 967, 71 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 SB0033'RAILROAD TELEPHONE BOOTH, 81 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 SB0033'ROAD LEADING EAST, 35 FEET EAST OF A POWER POLE AND 3-1/2 FEET NORTH
 SB0033'OF THE ROW OF POWERLINE POLES, 26 FEET EAST OF A FENCE, 17 FEET
 SB0033'NORTHWEST OF A HAND SWITCH, 15.6 FEET WEST OF THE WEST RAIL, AND 0.3
 SB0033'FOOT BELOW THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 SB0033'CAP, STAMPED ELEV 1147.681 FT 1147 T AND RIVETED ON THE TOP OF A
 SB0033'3-1/2-INCH IRON PIPE.  NOTE-- REACHED FROM THE POMONA TAVERN BY GOING
 SB0033'WEST 0.5 MILE TO A T-INTERSECTION, BEAR RIGHT AND GO WEST ACROSS AN
 SB0033'OPEN SPACE FOR 50 YARDS TO THE RAILROAD TRACKS AND THE MARK ON THE
 SB0033'WEST SIDE OF THE RAILROAD.  A METAL WITNESS POST WAS SET 1 FOOT WEST
 SB0033'OF THE MARK.
 SB0033
 SB0033                          STATION RECOVERY (1982)
 SB0033
 SB0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0033'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0016 ***********************************************************************
 SC0016  DESIGNATION -  1148 USGS
 SC0016  PID         -  SC0016
 SC0016  STATE/COUNTY-  WA/PIERCE
 SC0016  USGS QUAD   -  EATONVILLE (1990)
 SC0016
 SC0016                         *CURRENT SURVEY CONTROL
 SC0016  ___________________________________________________________________
 SC0016* NAD 83(1986)-  46 48 00.     (N)    122 16 32.     (W)     SCALED    
 SC0016* NAVD 88     -       350.696  (meters)    1150.58   (feet)  ADJUSTED  
 SC0016  ___________________________________________________________________
 SC0016  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 SC0016  DYNAMIC HT  -         350.712 (meters)    1150.63  (feet)  COMP
 SC0016  MODELED GRAV-     980,648.3   (mgal)                       NAVD 88
 SC0016
 SC0016  VERT ORDER  -  SECOND    CLASS 0
 SC0016
 SC0016.The horizontal coordinates were scaled from a topographic map and have
 SC0016.an estimated accuracy of +/- 6 seconds.
 SC0016
 SC0016.The orthometric height was determined by differential leveling
 SC0016.and adjusted by the National Geodetic Survey in June 1991..
 SC0016
 SC0016.The geoid height was determined by GEOID03.
 SC0016
 SC0016.The dynamic height is computed by dividing the NAVD 88
 SC0016.geopotential number by the normal gravity value computed on the
 SC0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0016.degrees latitude (g = 980.6199 gals.).
 SC0016
 SC0016.The modeled gravity was interpolated from observed gravity values.
 SC0016
 SC0016;                    North         East    Units  Estimated Accuracy
 SC0016;SPC WA S     -   164,550.      364,480.      MT  (+/- 180 meters Scaled)
 SC0016
 SC0016                          SUPERSEDED SURVEY CONTROL
 SC0016
 SC0016  NGVD 29 (??/??/92)  349.635  (m)         1147.09   (f) ADJ UNCH    2 0
 SC0016
 SC0016.Superseded values are not recommended for survey control.
 SC0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0016.See file dsdata.txt to determine how the superseded data were derived.
 SC0016
 SC0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES552831(NAD 83)
 SC0016_MARKER: P = PIPE CAP
 SC0016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC0016_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SC0016_STAMPING: PRIM TRAV STA NO 2 1916 1148
 SC0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0016
 SC0016  HISTORY     - Date     Condition        Report By
 SC0016  HISTORY     - 1916     MONUMENTED       USGS
 SC0016  HISTORY     - 1934     GOOD             NGS
 SC0016
 SC0016                          STATION DESCRIPTION
 SC0016
 SC0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SC0016'IN ALDER.
 SC0016'AT ALDER, PIERCE COUNTY, ON STATE HIGHWAY 5, 35 FEET WEST OF THE FIRST
 SC0016'ROAD CROSSING WEST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SC0016'RAILROAD STATION, 17 FEET SOUTH OF THE MAIN-LINE TRACK, 2 FEET EAST OF
 SC0016'A POLE, AND 3 FEET WEST OF A WOODEN WALK.  A U.S. GEOLOGICAL SURVEY
 SC0016'STANDARD CAP, STAMPED PRIM TRAV STA NO 2 1916 1148 AND RIVETED ON THE
 SC0016'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4290 ***********************************************************************
 RD4290  DESIGNATION -  11480
 RD4290  PID         -  RD4290
 RD4290  STATE/COUNTY-  WA/CLARK
 RD4290  USGS QUAD   -  ORCHARDS (1990)
 RD4290
 RD4290                         *CURRENT SURVEY CONTROL
 RD4290  ___________________________________________________________________
 RD4290* NAD 83(1986)-  45 42 15.     (N)    122 33 09.     (W)     SCALED    
 RD4290* NAVD 88     -        86.511  (meters)     283.83   (feet)  ADJUSTED  
 RD4290  ___________________________________________________________________
 RD4290  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 RD4290  DYNAMIC HT  -          86.511 (meters)     283.83  (feet)  COMP
 RD4290  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 RD4290
 RD4290  VERT ORDER  -  SECOND    CLASS II
 RD4290
 RD4290.The horizontal coordinates were scaled from a topographic map and have
 RD4290.an estimated accuracy of +/- 6 seconds.
 RD4290
 RD4290.The orthometric height was determined by differential leveling
 RD4290.and adjusted by the National Geodetic Survey in April 1995..
 RD4290
 RD4290.The geoid height was determined by GEOID03.
 RD4290
 RD4290.The dynamic height is computed by dividing the NAVD 88
 RD4290.geopotential number by the normal gravity value computed on the
 RD4290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4290.degrees latitude (g = 980.6199 gals.).
 RD4290
 RD4290.The modeled gravity was interpolated from observed gravity values.
 RD4290
 RD4290;                    North         East    Units  Estimated Accuracy
 RD4290;SPC WA S     -    43,300.      340,170.      MT  (+/- 180 meters Scaled)
 RD4290
 RD4290                          SUPERSEDED SURVEY CONTROL
 RD4290
 RD4290  NGVD 29 (03/17/92)   85.459  (m)          280.38   (f) ADJUSTED    2 2
 RD4290
 RD4290.Superseded values are not recommended for survey control.
 RD4290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4290.See file dsdata.txt to determine how the superseded data were derived.
 RD4290
 RD4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348612(NAD 83)
 RD4290_MARKER: DB = BENCH MARK DISK
 RD4290_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4290_SP_SET: TOP OF CURB
 RD4290_STAMPING: 11480 1990
 RD4290_MARK LOGO: WA-011
 RD4290_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4290+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 RD4290
 RD4290  HISTORY     - Date     Condition        Report By
 RD4290  HISTORY     - 1990     MONUMENTED       WA-011
 RD4290  HISTORY     - 20040311 GOOD             USPSQD
 RD4290  HISTORY     - 20050406 GOOD             USPSQD
 RD4290  HISTORY     - 20050416 GOOD             USPSQD
 RD4290  HISTORY     - 20060523 GOOD             USPSQD
 RD4290
 RD4290                          STATION DESCRIPTION
 RD4290
 RD4290'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4290'IN TOP OF WEST CURB OF N.E. 117TH AVE (SR-503),2.5 MILES NORTH OF
 RD4290'INTERSECTION OF SR-500, FOURTH PLAIN ROAD, AND SR-503, IN FRONT OF
 RD4290'PRAIRIE HIGH SCHOOL, 34 FT (10.4 M) SOUTH OF PROJECTED CENTERLINE OF
 RD4290'NORTHERLY OF 2 DRIVEWAYS INTO BRUSH PRAIRIE CEMETARY, 145 FT
 RD4290'(44.2 M) NORTH OF POWER POLE NO. PUD 14263 AT CHAIN LINK FENCE CORNER
 RD4290'AT SE CORNER OF SCHOOL GROUNDSSET 1 3/4 IN DIAM DOMED BRASS DISK
 RD4290
 RD4290                          STATION RECOVERY (2004)
 RD4290
 RD4290'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4290'RECOVERED IN GOOD CONDITION.
 RD4290
 RD4290                          STATION RECOVERY (2005)
 RD4290
 RD4290'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4290'RECOVERED IN GOOD CONDITION.
 RD4290
 RD4290                          STATION RECOVERY (2005)
 RD4290
 RD4290'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4290'RECOVERED IN GOOD CONDITION.
 RD4290
 RD4290                          STATION RECOVERY (2006)
 RD4290
 RD4290'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4245 ***********************************************************************
 RD4245  DESIGNATION -  11511
 RD4245  PID         -  RD4245
 RD4245  STATE/COUNTY-  WA/CLARK
 RD4245  USGS QUAD   -  MOUNT TABOR (1990)
 RD4245
 RD4245                         *CURRENT SURVEY CONTROL
 RD4245  ___________________________________________________________________
 RD4245* NAD 83(1986)-  45 37 15.     (N)    122 33 16.     (W)     SCALED    
 RD4245* NAVD 88     -        92.414  (meters)     303.19   (feet)  ADJUSTED  
 RD4245  ___________________________________________________________________
 RD4245  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 RD4245  DYNAMIC HT  -          92.414 (meters)     303.19  (feet)  COMP
 RD4245  MODELED GRAV-     980,616.9   (mgal)                       NAVD 88
 RD4245
 RD4245  VERT ORDER  -  SECOND    CLASS II
 RD4245
 RD4245.The horizontal coordinates were scaled from a topographic map and have
 RD4245.an estimated accuracy of +/- 6 seconds.
 RD4245
 RD4245.The orthometric height was determined by differential leveling
 RD4245.and adjusted by the National Geodetic Survey in April 1995..
 RD4245
 RD4245.The geoid height was determined by GEOID03.
 RD4245
 RD4245.The dynamic height is computed by dividing the NAVD 88
 RD4245.geopotential number by the normal gravity value computed on the
 RD4245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4245.degrees latitude (g = 980.6199 gals.).
 RD4245
 RD4245.The modeled gravity was interpolated from observed gravity values.
 RD4245
 RD4245;                    North         East    Units  Estimated Accuracy
 RD4245;SPC WA S     -    34,040.      339,780.      MT  (+/- 180 meters Scaled)
 RD4245
 RD4245                          SUPERSEDED SURVEY CONTROL
 RD4245
 RD4245  NGVD 29 (03/17/92)   91.365  (m)          299.75   (f) ADJUSTED    2 2
 RD4245
 RD4245.Superseded values are not recommended for survey control.
 RD4245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4245.See file dsdata.txt to determine how the superseded data were derived.
 RD4245
 RD4245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER347520(NAD 83)
 RD4245_MARKER: DB = BENCH MARK DISK
 RD4245_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4245_SP_SET: IN CONCRETE CURB
 RD4245_STAMPING: 11511   1989
 RD4245_MARK LOGO: WA-011
 RD4245_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4245+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 RD4245
 RD4245  HISTORY     - Date     Condition        Report By
 RD4245  HISTORY     - 1989     MONUMENTED       WA-011
 RD4245  HISTORY     - 20040311 GOOD             USPSQD
 RD4245  HISTORY     - 20050425 GOOD             USPSQD
 RD4245  HISTORY     - 20060519 GOOD             USPSQD
 RD4245
 RD4245                          STATION DESCRIPTION
 RD4245
 RD4245'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4245'AT INTERSECTION OF SE MILL PLAIN AND CHKALOV, IN SOUTHEAST QUADRANT OF
 RD4245'INTERSECTION, ON SOUTH SIDE OF MILL PLAIN, 54 FT. EAST OF PROJECTED
 RD4245'EAST CURB LINE OF CHKALOV, 21 FT. EAST OF CURB RETURN, 11 FT. WEST OF
 RD4245'NORTHWEST CORNER OF SIGNAL CONTROL BOX, 5.8 FT. SOUTH OF FACE OF
 RD4245'CURB, IN CONCRETE BASE OF LUMINAIRE, SET 2 INCH DOMED BRASS DISK.
 RD4245
 RD4245                          STATION RECOVERY (2004)
 RD4245
 RD4245'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4245'RECOVERED IN GOOD CONDITION.
 RD4245
 RD4245                          STATION RECOVERY (2005)
 RD4245
 RD4245'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4245'RECOVERED IN GOOD CONDITION.
 RD4245
 RD4245                          STATION RECOVERY (2006)
 RD4245
 RD4245'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4242 ***********************************************************************
 RD4242  DESIGNATION -  11601
 RD4242  PID         -  RD4242
 RD4242  STATE/COUNTY-  WA/CLARK
 RD4242  USGS QUAD   -  MOUNT TABOR (1990)
 RD4242
 RD4242                         *CURRENT SURVEY CONTROL
 RD4242  ___________________________________________________________________
 RD4242* NAD 83(1986)-  45 36 52.     (N)    122 33 14.     (W)     SCALED    
 RD4242* NAVD 88     -        93.031  (meters)     305.22   (feet)  ADJUSTED  
 RD4242  ___________________________________________________________________
 RD4242  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 RD4242  DYNAMIC HT  -          93.031 (meters)     305.22  (feet)  COMP
 RD4242  MODELED GRAV-     980,617.4   (mgal)                       NAVD 88
 RD4242
 RD4242  VERT ORDER  -  SECOND    CLASS II
 RD4242
 RD4242.The horizontal coordinates were scaled from a topographic map and have
 RD4242.an estimated accuracy of +/- 6 seconds.
 RD4242
 RD4242.The orthometric height was determined by differential leveling
 RD4242.and adjusted by the National Geodetic Survey in April 1995..
 RD4242
 RD4242.The geoid height was determined by GEOID03.
 RD4242
 RD4242.The dynamic height is computed by dividing the NAVD 88
 RD4242.geopotential number by the normal gravity value computed on the
 RD4242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4242.degrees latitude (g = 980.6199 gals.).
 RD4242
 RD4242.The modeled gravity was interpolated from observed gravity values.
 RD4242
 RD4242;                    North         East    Units  Estimated Accuracy
 RD4242;SPC WA S     -    33,330.      339,810.      MT  (+/- 180 meters Scaled)
 RD4242
 RD4242                          SUPERSEDED SURVEY CONTROL
 RD4242
 RD4242  NGVD 29 (03/17/92)   91.983  (m)          301.78   (f) ADJUSTED    2 2
 RD4242
 RD4242.Superseded values are not recommended for survey control.
 RD4242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4242.See file dsdata.txt to determine how the superseded data were derived.
 RD4242
 RD4242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER347513(NAD 83)
 RD4242_MARKER: DB = BENCH MARK DISK
 RD4242_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD4242_SP_SET: IN SIDEWALK ON ABUTMENT
 RD4242_STAMPING: 11601   1989
 RD4242_MARK LOGO: WA-011
 RD4242_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD4242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4242+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 RD4242
 RD4242  HISTORY     - Date     Condition        Report By
 RD4242  HISTORY     - 1989     MONUMENTED       WA-011
 RD4242  HISTORY     - 20040311 GOOD             USPSQD
 RD4242  HISTORY     - 20050515 GOOD             USPSQD
 RD4242  HISTORY     - 20060519 GOOD             USPSQD
 RD4242
 RD4242                          STATION DESCRIPTION
 RD4242
 RD4242'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4242'EAST OF CITY OF VANCOUVER, AT SOUTHEAST CORNER OF SE 10TH STREET
 RD4242'OVERPASS OVER I-205, JUST WEST OF INTERSECTION OF SE CHKALOV AND
 RD4242'MCGILLIVARY BLVD, IN SOUTH SIDE OF SIDEWALK (SIDEWALK IS TOP OF
 RD4242'BRIDGE ABUTMENT) SET 2 INCH DOMED BRASS DISK.
 RD4242
 RD4242                          STATION RECOVERY (2004)
 RD4242
 RD4242'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4242'RECOVERED IN GOOD CONDITION.
 RD4242
 RD4242                          STATION RECOVERY (2005)
 RD4242
 RD4242'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4242'RECOVERED IN GOOD CONDITION.
 RD4242
 RD4242                          STATION RECOVERY (2006)
 RD4242
 RD4242'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0609 ***********************************************************************
 TP0609  DESIGNATION -  1166
 TP0609  PID         -  TP0609
 TP0609  STATE/COUNTY-  WA/OKANOGAN
 TP0609  USGS QUAD   -  NIGHTHAWK (1981)
 TP0609
 TP0609                         *CURRENT SURVEY CONTROL
 TP0609  ___________________________________________________________________
 TP0609* NAD 83(1986)-  48 55 26.     (N)    119 39 10.     (W)     SCALED    
 TP0609* NAVD 88     -       355.464  (meters)    1166.22   (feet)  ADJUSTED  
 TP0609  ___________________________________________________________________
 TP0609  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 TP0609  DYNAMIC HT  -         355.521 (meters)    1166.41  (feet)  COMP
 TP0609  MODELED GRAV-     980,761.9   (mgal)                       NAVD 88
 TP0609
 TP0609  VERT ORDER  -  SECOND    CLASS 0
 TP0609
 TP0609.The horizontal coordinates were scaled from a topographic map and have
 TP0609.an estimated accuracy of +/- 6 seconds.
 TP0609
 TP0609.The orthometric height was determined by differential leveling
 TP0609.and adjusted by the National Geodetic Survey in June 1991..
 TP0609
 TP0609.The geoid height was determined by GEOID03.
 TP0609
 TP0609.The dynamic height is computed by dividing the NAVD 88
 TP0609.geopotential number by the normal gravity value computed on the
 TP0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0609.degrees latitude (g = 980.6199 gals.).
 TP0609
 TP0609.The modeled gravity was interpolated from observed gravity values.
 TP0609
 TP0609;                    North         East    Units  Estimated Accuracy
 TP0609;SPC WA N     -   214,580.      586,520.      MT  (+/- 180 meters Scaled)
 TP0609
 TP0609                          SUPERSEDED SURVEY CONTROL
 TP0609
 TP0609  NGVD 29 (??/??/92)  354.146  (m)         1161.89   (f) ADJ UNCH    2 0
 TP0609
 TP0609.Superseded values are not recommended for survey control.
 TP0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0609.See file dsdata.txt to determine how the superseded data were derived.
 TP0609
 TP0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ056223(NAD 83)
 TP0609_MARKER: P = PIPE CAP
 TP0609_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TP0609_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TP0609_STAMPING: 1166 T
 TP0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0609
 TP0609  HISTORY     - Date     Condition        Report By
 TP0609  HISTORY     - UNK      MONUMENTED       USGS
 TP0609  HISTORY     - 1946     GOOD             USGS
 TP0609
 TP0609                          STATION DESCRIPTION
 TP0609
 TP0609'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 TP0609'3.0 MI S FROM NIGHTHAWK.
 TP0609'3.0 MILES SOUTH ALONG THE ROAD TO LOOMIS FROM NIGHTHAWK, AT A ROAD,
 TP0609'JUNCTION, 600 FEET EAST OF THE JUNCTION, AND NEAR THE NORTH
 TP0609'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0721 ***********************************************************************
 SA0721  DESIGNATION -  1169
 SA0721  PID         -  SA0721
 SA0721  STATE/COUNTY-  WA/ADAMS
 SA0721  USGS QUAD   -  WARDEN (1978)
 SA0721
 SA0721                         *CURRENT SURVEY CONTROL
 SA0721  ___________________________________________________________________
 SA0721* NAD 83(1986)-  46 54 23.     (N)    119 07 21.     (W)     SCALED    
 SA0721* NAVD 88     -       357.223  (meters)    1171.99   (feet)  ADJUSTED  
 SA0721  ___________________________________________________________________
 SA0721  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 SA0721  DYNAMIC HT  -         357.241 (meters)    1172.05  (feet)  COMP
 SA0721  MODELED GRAV-     980,654.6   (mgal)                       NAVD 88
 SA0721
 SA0721  VERT ORDER  -  SECOND    CLASS 0
 SA0721
 SA0721.The horizontal coordinates were scaled from a topographic map and have
 SA0721.an estimated accuracy of +/- 6 seconds.
 SA0721
 SA0721.The orthometric height was determined by differential leveling
 SA0721.and adjusted by the National Geodetic Survey in June 1991..
 SA0721
 SA0721.The geoid height was determined by GEOID03.
 SA0721
 SA0721.The dynamic height is computed by dividing the NAVD 88
 SA0721.geopotential number by the normal gravity value computed on the
 SA0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0721.degrees latitude (g = 980.6199 gals.).
 SA0721
 SA0721.The modeled gravity was interpolated from observed gravity values.
 SA0721
 SA0721;                    North         East    Units  Estimated Accuracy
 SA0721;SPC WA S     -   175,760.      604,940.      MT  (+/- 180 meters Scaled)
 SA0721
 SA0721                          SUPERSEDED SURVEY CONTROL
 SA0721
 SA0721  NGVD 29 (??/??/92)  356.104  (m)         1168.32   (f) ADJ UNCH    2 0
 SA0721
 SA0721.Superseded values are not recommended for survey control.
 SA0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0721.See file dsdata.txt to determine how the superseded data were derived.
 SA0721
 SA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM383969(NAD 83)
 SA0721_MARKER: DD = SURVEY DISK
 SA0721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0721_SP_SET: CONCRETE BASE
 SA0721_STAMPING: 1169 WASH 1916
 SA0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0721
 SA0721  HISTORY     - Date     Condition        Report By
 SA0721  HISTORY     - 1916     MONUMENTED       USGS
 SA0721
 SA0721                          STATION DESCRIPTION
 SA0721
 SA0721'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 SA0721'6.7 MI SW FROM WARDEN.
 SA0721'IN ADAMS COUNTY, 6.7 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 SA0721'PAUL AND PACIFIC RAILROAD FROM THE STATION AT WARDEN, GRANT CO AT
 SA0721'SEMAPHORE 96.9, IN THE CENTER OF THE NORTHWEST SIDE OF THE CONCRETE
 SA0721'BASE, AND ABOUT 6 INCHES BELOW THE TOP OF THE BLOCK.  A U.S.
 SA0721'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1169 WASH 1916 AND SET
 SA0721'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0206 ***********************************************************************
 SB0206  DESIGNATION -  1171 BOR
 SB0206  PID         -  SB0206
 SB0206  STATE/COUNTY-  WA/YAKIMA
 SB0206  USGS QUAD   -  ELEPHANT MOUNTAIN (1985)
 SB0206
 SB0206                         *CURRENT SURVEY CONTROL
 SB0206  ___________________________________________________________________
 SB0206* NAD 83(1986)-  46 32 24.     (N)    120 18 42.     (W)     SCALED    
 SB0206* NAVD 88     -       358.089  (meters)    1174.83   (feet)  ADJUSTED  
 SB0206  ___________________________________________________________________
 SB0206  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 SB0206  DYNAMIC HT  -         358.084 (meters)    1174.81  (feet)  COMP
 SB0206  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 SB0206
 SB0206  VERT ORDER  -  SECOND    CLASS 0
 SB0206
 SB0206.The horizontal coordinates were scaled from a topographic map and have
 SB0206.an estimated accuracy of +/- 6 seconds.
 SB0206
 SB0206.The orthometric height was determined by differential leveling
 SB0206.and adjusted by the National Geodetic Survey in June 1991..
 SB0206
 SB0206.The geoid height was determined by GEOID03.
 SB0206
 SB0206.The dynamic height is computed by dividing the NAVD 88
 SB0206.geopotential number by the normal gravity value computed on the
 SB0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0206.degrees latitude (g = 980.6199 gals.).
 SB0206
 SB0206.The modeled gravity was interpolated from observed gravity values.
 SB0206
 SB0206;                    North         East    Units  Estimated Accuracy
 SB0206;SPC WA S     -   134,140.      514,450.      MT  (+/- 180 meters Scaled)
 SB0206
 SB0206                          SUPERSEDED SURVEY CONTROL
 SB0206
 SB0206  NGVD 29 (??/??/92)  357.009  (m)         1171.29   (f) ADJ UNCH    2 0
 SB0206
 SB0206.Superseded values are not recommended for survey control.
 SB0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0206.See file dsdata.txt to determine how the superseded data were derived.
 SB0206
 SB0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS061575(NAD 83)
 SB0206_MARKER: DD = SURVEY DISK
 SB0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0206_SP_SET: TUNNEL
 SB0206_STAMPING: 1171.78
 SB0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0206
 SB0206  HISTORY     - Date     Condition        Report By
 SB0206  HISTORY     - UNK      MONUMENTED       BOR
 SB0206  HISTORY     - 1949     GOOD             NGS
 SB0206
 SB0206                          STATION DESCRIPTION
 SB0206
 SB0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0206'3.7 MI E FROM MOXEE CITY.
 SB0206'3.7 MILES EAST ALONG STATE HIGHWAY 11-A FROM THE HIGH SCHOOL AT MOXEE
 SB0206'CITY, 558 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 557 FEET
 SB0206'SOUTHWEST OF THE SOUTHWEST END OF BRIDGE NO. 11A 203 OVER AN
 SB0206'IRRIGATION CANAL, AT AN IRRIGATION CANAL TUNNEL UNDER A DRY WASH, AND
 SB0206'IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0205 ***********************************************************************
 SB0205  DESIGNATION -  1172 BOR
 SB0205  PID         -  SB0205
 SB0205  STATE/COUNTY-  WA/YAKIMA
 SB0205  USGS QUAD   -  ELEPHANT MOUNTAIN (1985)
 SB0205
 SB0205                         *CURRENT SURVEY CONTROL
 SB0205  ___________________________________________________________________
 SB0205* NAD 83(1986)-  46 32 23.     (N)    120 18 42.     (W)     SCALED    
 SB0205* NAVD 88     -       358.211  (meters)    1175.23   (feet)  ADJUSTED  
 SB0205  ___________________________________________________________________
 SB0205  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 SB0205  DYNAMIC HT  -         358.207 (meters)    1175.22  (feet)  COMP
 SB0205  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 SB0205
 SB0205  VERT ORDER  -  SECOND    CLASS 0
 SB0205
 SB0205.The horizontal coordinates were scaled from a topographic map and have
 SB0205.an estimated accuracy of +/- 6 seconds.
 SB0205
 SB0205.The orthometric height was determined by differential leveling
 SB0205.and adjusted by the National Geodetic Survey in June 1991..
 SB0205
 SB0205.The geoid height was determined by GEOID03.
 SB0205
 SB0205.The dynamic height is computed by dividing the NAVD 88
 SB0205.geopotential number by the normal gravity value computed on the
 SB0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0205.degrees latitude (g = 980.6199 gals.).
 SB0205
 SB0205.The modeled gravity was interpolated from observed gravity values.
 SB0205
 SB0205;                    North         East    Units  Estimated Accuracy
 SB0205;SPC WA S     -   134,110.      514,450.      MT  (+/- 180 meters Scaled)
 SB0205
 SB0205                          SUPERSEDED SURVEY CONTROL
 SB0205
 SB0205  NGVD 29 (??/??/92)  357.132  (m)         1171.69   (f) ADJ UNCH    2 0
 SB0205
 SB0205.Superseded values are not recommended for survey control.
 SB0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0205.See file dsdata.txt to determine how the superseded data were derived.
 SB0205
 SB0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS061575(NAD 83)
 SB0205_MARKER: DD = SURVEY DISK
 SB0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0205_SP_SET: TUNNEL
 SB0205_STAMPING: 1172.20
 SB0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0205
 SB0205  HISTORY     - Date     Condition        Report By
 SB0205  HISTORY     - UNK      MONUMENTED       BOR
 SB0205  HISTORY     - 1949     GOOD             NGS
 SB0205  HISTORY     - 1981     GOOD             NGS
 SB0205
 SB0205                          STATION DESCRIPTION
 SB0205
 SB0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0205'3.7 MI E FROM MOXEE CITY.
 SB0205'3.7 MILES EAST ALONG STATE HIGHWAY 11-A FROM THE HIGH SCHOOL AT MOXEE
 SB0205'CITY, 360.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 359 FEET
 SB0205'SOUTHWEST OF THE SOUTHWEST END OF BRIDGE NO. 11A 203 OVER AN
 SB0205'IRRIGATION CANAL, AT AN IRRIGATION CANAL TUNNEL UNDER A DRY WASH, AND
 SB0205'IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHEAST HEAD WALL.
 SB0205
 SB0205                          STATION RECOVERY (1981)
 SB0205
 SB0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SB0205'0.32 KM (0.2 MI) WEST OF THE SCHOOL HOUSE IN MOXEE CITY TO A CROSS
 SB0205'ROAD THENCE LEFT SOUTH FOR 0.48 KM (0.3 MI) TO THE JUNCTION OF STATE
 SB0205'HIGHWAY 24 THENCE LEFT, EAST ALONG STATE HIGHWAY 24 FOR 5.95 KM (3.7
 SB0205'MI) TO A BRIDGE AND THE MARK IN THE HEAD WALL 109.73 M (360 FT) SOUTH
 SB0205'OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4240 ***********************************************************************
 RD4240  DESIGNATION -  11730
 RD4240  PID         -  RD4240
 RD4240  STATE/COUNTY-  WA/CLARK
 RD4240  USGS QUAD   -  MOUNT TABOR (1990)
 RD4240
 RD4240                         *CURRENT SURVEY CONTROL
 RD4240  ___________________________________________________________________
 RD4240* NAD 83(1986)-  45 36 11.     (N)    122 33 03.     (W)     SCALED    
 RD4240* NAVD 88     -        54.047  (meters)     177.32   (feet)  ADJUSTED  
 RD4240  ___________________________________________________________________
 RD4240  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 RD4240  DYNAMIC HT  -          54.047 (meters)     177.32  (feet)  COMP
 RD4240  MODELED GRAV-     980,618.7   (mgal)                       NAVD 88
 RD4240
 RD4240  VERT ORDER  -  SECOND    CLASS II
 RD4240
 RD4240.The horizontal coordinates were scaled from a topographic map and have
 RD4240.an estimated accuracy of +/- 6 seconds.
 RD4240
 RD4240.The orthometric height was determined by differential leveling
 RD4240.and adjusted by the National Geodetic Survey in April 1995..
 RD4240
 RD4240.The geoid height was determined by GEOID03.
 RD4240
 RD4240.The dynamic height is computed by dividing the NAVD 88
 RD4240.geopotential number by the normal gravity value computed on the
 RD4240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4240.degrees latitude (g = 980.6199 gals.).
 RD4240
 RD4240.The modeled gravity was interpolated from observed gravity values.
 RD4240
 RD4240;                    North         East    Units  Estimated Accuracy
 RD4240;SPC WA S     -    32,060.      340,010.      MT  (+/- 180 meters Scaled)
 RD4240
 RD4240                          SUPERSEDED SURVEY CONTROL
 RD4240
 RD4240  NGVD 29 (03/17/92)   52.999  (m)          173.88   (f) ADJUSTED    2 2
 RD4240
 RD4240.Superseded values are not recommended for survey control.
 RD4240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4240.See file dsdata.txt to determine how the superseded data were derived.
 RD4240
 RD4240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER350500(NAD 83)
 RD4240_MARKER: DB = BENCH MARK DISK
 RD4240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RD4240_SP_SET: WINGWALL
 RD4240_STAMPING: 11730   1989
 RD4240_MARK LOGO: WA-011
 RD4240_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RD4240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD4240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4240+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 RD4240
 RD4240  HISTORY     - Date     Condition        Report By
 RD4240  HISTORY     - 1989     MONUMENTED       WA-011
 RD4240  HISTORY     - 20040322 GOOD             USPSQD
 RD4240  HISTORY     - 20050515 GOOD             USPSQD
 RD4240  HISTORY     - 20060519 GOOD             USPSQD
 RD4240
 RD4240                          STATION DESCRIPTION
 RD4240
 RD4240'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4240'EAST OF CITY OF VANCOUVER, ALONG SR 14 (LEWIS AND CLARK HWY), BETWEEN
 RD4240'NORTHBOUND AND SOUTHBOUND LANES OF I-205 OVERPASS, APPROX. 192 FT
 RD4240'(58.5 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF SR 14, ON THE ABUTMENT
 RD4240'SUPPORTING THE PEDESTRIAN ACCESS RAMP TO I-205 BRIDGE, IN TOP OF
 RD4240'EASTERLY CONCRETE WING WALL, SET 2 INCH DOMED BRASS DISK.
 RD4240
 RD4240                          STATION RECOVERY (2004)
 RD4240
 RD4240'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4240'RECOVERED IN GOOD CONDITION.
 RD4240
 RD4240                          STATION RECOVERY (2005)
 RD4240
 RD4240'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4240'RECOVERED IN GOOD CONDITION.
 RD4240
 RD4240                          STATION RECOVERY (2006)
 RD4240
 RD4240'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1674 ***********************************************************************
 SA1674  DESIGNATION -  1174
 SA1674  PID         -  SA1674
 SA1674  STATE/COUNTY-  WA/GRANT
 SA1674  USGS QUAD   -  ROYAL CITY (1986)
 SA1674
 SA1674                         *CURRENT SURVEY CONTROL
 SA1674  ___________________________________________________________________
 SA1674* NAD 83(1986)-  46 55 40.     (N)    119 43 39.     (W)     SCALED    
 SA1674* NAVD 88     -       358.94   (+/-2cm)    1177.6    (feet)  VERTCON   
 SA1674  ___________________________________________________________________
 SA1674  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 SA1674
 SA1674  VERT ORDER  -  ? (See Below)
 SA1674
 SA1674.The horizontal coordinates were scaled from a topographic map and have
 SA1674.an estimated accuracy of +/- 6 seconds.
 SA1674
 SA1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1674.The vertical order pertains to the NGVD 29 superseded value.
 SA1674
 SA1674.The geoid height was determined by GEOID03.
 SA1674
 SA1674;                    North         East    Units  Estimated Accuracy
 SA1674;SPC WA S     -   177,510.      558,830.      MT  (+/- 180 meters Scaled)
 SA1674
 SA1674                          SUPERSEDED SURVEY CONTROL
 SA1674
 SA1674  NGVD 29 (??/??/92)  357.830  (m)         1173.98   (f) ADJ UNCH    ?  
 SA1674
 SA1674.Superseded values are not recommended for survey control.
 SA1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1674.See file dsdata.txt to determine how the superseded data were derived.
 SA1674
 SA1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN923007(NAD 83)
 SA1674_MARKER: P = PIPE CAP
 SA1674_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1674_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1674_STAMPING: WASH 1174 1937
 SA1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1674
 SA1674  HISTORY     - Date     Condition        Report By
 SA1674  HISTORY     - 1937     MONUMENTED       BOR
 SA1674
 SA1674                          STATION DESCRIPTION
 SA1674
 SA1674'DESCRIBED BY US BUREAU OF RECLAMATION 1937
 SA1674'14 MI SE FROM VANTAGE.
 SA1674'IN GRANT COUNTY, 14 MILES SOUTHEAST OF VANTAGE, KITTITAS COUNTY, AND
 SA1674'38 FEET NORTHWEST OF SECTION CORNERS 30, 29, 31, AND 32, T. 17 N., R.
 SA1674'25 E. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED WASH
 SA1674'1174 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1169 ***********************************************************************
 RZ1169  DESIGNATION -  1178
 RZ1169  PID         -  RZ1169
 RZ1169  STATE/COUNTY-  WA/GARFIELD
 RZ1169  USGS QUAD   -  DODGE (1981)
 RZ1169
 RZ1169                         *CURRENT SURVEY CONTROL
 RZ1169  ___________________________________________________________________
 RZ1169* NAD 83(1986)-  46 32 16.     (N)    117 51 24.     (W)     SCALED    
 RZ1169* NAVD 88     -       360.087  (meters)    1181.39   (feet)  ADJUSTED  
 RZ1169  ___________________________________________________________________
 RZ1169  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 RZ1169  DYNAMIC HT  -         360.081 (meters)    1181.37  (feet)  COMP
 RZ1169  MODELED GRAV-     980,589.4   (mgal)                       NAVD 88
 RZ1169
 RZ1169  VERT ORDER  -  FIRST     CLASS I
 RZ1169
 RZ1169.The horizontal coordinates were scaled from a topographic map and have
 RZ1169.an estimated accuracy of +/- 6 seconds.
 RZ1169
 RZ1169.The orthometric height was determined by differential leveling
 RZ1169.and adjusted by the National Geodetic Survey in June 1991..
 RZ1169
 RZ1169.The geoid height was determined by GEOID03.
 RZ1169
 RZ1169.The dynamic height is computed by dividing the NAVD 88
 RZ1169.geopotential number by the normal gravity value computed on the
 RZ1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1169.degrees latitude (g = 980.6199 gals.).
 RZ1169
 RZ1169.The modeled gravity was interpolated from observed gravity values.
 RZ1169
 RZ1169;                    North         East    Units  Estimated Accuracy
 RZ1169;SPC WA S     -   137,270.      702,710.      MT  (+/- 180 meters Scaled)
 RZ1169
 RZ1169                          SUPERSEDED SURVEY CONTROL
 RZ1169
 RZ1169  NGVD 29 (??/??/92)  359.120  (m)         1178.21   (f) ADJ UNCH    1 1
 RZ1169
 RZ1169.Superseded values are not recommended for survey control.
 RZ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1169.See file dsdata.txt to determine how the superseded data were derived.
 RZ1169
 RZ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM343541(NAD 83)
 RZ1169_MARKER: DB = BENCH MARK DISK
 RZ1169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ1169_SP_SET: FOUNDATION
 RZ1169_STAMPING: 1178 WASH 1915
 RZ1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1169
 RZ1169  HISTORY     - Date     Condition        Report By
 RZ1169  HISTORY     - 1915     MONUMENTED       USGS
 RZ1169  HISTORY     - 1968     GOOD             NGS
 RZ1169
 RZ1169                          STATION DESCRIPTION
 RZ1169
 RZ1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1169'21.3 MI NE FROM DAYTON.
 RZ1169'21.3 MILES NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RZ1169'DAYTON, 14.55 MILES NORTHWEST OF POMEROY, IN R40E T12N, SECTION 7, 0.3
 RZ1169'MILE SOUTHEAST OF THE GARFIELD-COLUMBIA COUNTY LINE, ALONG THE UNION
 RZ1169'PACIFIC RAILROAD AT CHARD SIDING, SET VERTICALLY IN THE SOUTHWEST FACE
 RZ1169'OF A 6 1/2- BY 6 1/2-FOOT CONCRETE FOUNDATION WHICH PROJECTS ABOUT 1
 RZ1169'1/2 FEET ABOVE THE GROUND, 199 FEET NORTHEAST AND ACROSS THE TRACKS
 RZ1169'FROM THE CENTER LINE OF THE HIGHWAY, 159 FEET NORTHWEST OF THE CENTER
 RZ1169'LINE OF CHARD ROAD, 11.0 FEET NORTHEAST OF THE EAST CORNER OF A
 RZ1169'RAILROAD BUILDING, 37.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 RZ1169'MAIN TRACK, 3.0 FEET NORTHWEST OF THE SOUTH CORNER OF THE FOUNDATION,
 RZ1169'0.4 FOOT NORTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 RZ1169'HIGHWAY AND TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0908 ***********************************************************************
 SW0908  DESIGNATION -  118 RBR USGS
 SW0908  PID         -  SW0908
 SW0908  STATE/COUNTY-  WA/ADAMS
 SW0908  USGS QUAD   -  REIMAN (1967)
 SW0908
 SW0908                         *CURRENT SURVEY CONTROL
 SW0908  ___________________________________________________________________
 SW0908* NAD 83(1986)-  47 07 51.     (N)    118 39 56.     (W)     SCALED    
 SW0908* NAVD 88     -       549.575  (meters)    1803.06   (feet)  ADJUSTED  
 SW0908  ___________________________________________________________________
 SW0908  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 SW0908  DYNAMIC HT  -         549.602 (meters)    1803.15  (feet)  COMP
 SW0908  MODELED GRAV-     980,645.0   (mgal)                       NAVD 88
 SW0908
 SW0908  VERT ORDER  -  FIRST     CLASS II
 SW0908
 SW0908.The horizontal coordinates were scaled from a topographic map and have
 SW0908.an estimated accuracy of +/- 6 seconds.
 SW0908
 SW0908.The orthometric height was determined by differential leveling
 SW0908.and adjusted by the National Geodetic Survey in June 1991..
 SW0908
 SW0908.The geoid height was determined by GEOID03.
 SW0908
 SW0908.The dynamic height is computed by dividing the NAVD 88
 SW0908.geopotential number by the normal gravity value computed on the
 SW0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0908.degrees latitude (g = 980.6199 gals.).
 SW0908
 SW0908.The modeled gravity was interpolated from observed gravity values.
 SW0908
 SW0908;                    North         East    Units  Estimated Accuracy
 SW0908;SPC WA S     -   201,420.      639,160.      MT  (+/- 180 meters Scaled)
 SW0908
 SW0908                          SUPERSEDED SURVEY CONTROL
 SW0908
 SW0908.No superseded survey control is available for this station.
 SW0908
 SW0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN736210(NAD 83)
 SW0908_MARKER: DB = BENCH MARK DISK
 SW0908_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SW0908_SP_SET: COPPER-CLAD STEEL ROD
 SW0908_STAMPING: 1799 118 RBR 1966
 SW0908_MARK LOGO: USGS  
 SW0908_PROJECTION: FLUSH
 SW0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0908
 SW0908  HISTORY     - Date     Condition        Report By
 SW0908  HISTORY     - 1966     MONUMENTED       USGS
 SW0908  HISTORY     - 1981     GOOD             NGS
 SW0908  HISTORY     - 1982     GOOD             NGS
 SW0908
 SW0908                          STATION DESCRIPTION
 SW0908
 SW0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0908'25.0 KM (15.55 MI) SOUT FROM ODESSA.
 SW0908'25.0 KM (15.55 MI) SOUTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0908'STATE HIGHWAY 28 IN ODESSA, 0.2 KM (0.1 MI) EAST OF HIGWAY MILEPOST
 SW0908'16, AT THE T JUNCTION OF ROSENOFF ROAD, 25.9 METERS (85.0 FT) WEST OF
 SW0908'THE EXTENDED CENTERLINE OF THE HIGHWAY, 7.7 METERS (25.0 FT) NORTH OF
 SW0908'THE CENTERLINE OF THE ROAD, 17.7 METERS (58.0 FT) NORTH ACROSS THE
 SW0908'ROAD FROM A T JUNCTION POWER LINE POLE, 1.9 METERS (6.0 FT) WEST OF A
 SW0908'12 INCH WOODEN POLE SUPPORTING A CABLE BOX NUMBER 117-431.
 SW0908'THE MARK IS 0.1 METERS  S FROM A WITNESS POST.
 SW0908'THE MARK IS 0.5 M ABOVE THE ROAD.
 SW0908
 SW0908                          STATION RECOVERY (1982)
 SW0908
 SW0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0558 ***********************************************************************
 SB0558  DESIGNATION -  1180 T USGS
 SB0558  PID         -  SB0558
 SB0558  STATE/COUNTY-  WA/YAKIMA
 SB0558  USGS QUAD   -  SELAH (1985)
 SB0558
 SB0558                         *CURRENT SURVEY CONTROL
 SB0558  ___________________________________________________________________
 SB0558* NAD 83(1986)-  46 37 40.     (N)    120 34 37.     (W)     SCALED    
 SB0558* NAVD 88     -       356.020  (meters)    1168.04   (feet)  POSTED    
 SB0558  ___________________________________________________________________
 SB0558  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SB0558  DYNAMIC HT  -         356.010 (meters)    1168.01  (feet)  COMP
 SB0558  MODELED GRAV-     980,590.5   (mgal)                       NAVD 88
 SB0558
 SB0558  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0558
 SB0558.The horizontal coordinates were scaled from a topographic map and have
 SB0558.an estimated accuracy of +/- 6 seconds.
 SB0558
 SB0558.The orthometric height was determined by differential leveling
 SB0558.and adjusted by the National Geodetic Survey in 1992..
 SB0558.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0558.rate of 1.1 thru 2.0 mm/km.
 SB0558
 SB0558.The geoid height was determined by GEOID03.
 SB0558
 SB0558.The dynamic height is computed by dividing the NAVD 88
 SB0558.geopotential number by the normal gravity value computed on the
 SB0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0558.degrees latitude (g = 980.6199 gals.).
 SB0558
 SB0558.The modeled gravity was interpolated from observed gravity values.
 SB0558
 SB0558;                    North         East    Units  Estimated Accuracy
 SB0558;SPC WA S     -   143,880.      494,110.      MT  (+/- 180 meters Scaled)
 SB0558
 SB0558                          SUPERSEDED SURVEY CONTROL
 SB0558
 SB0558  NGVD 29 (??/??/92)  354.934  (m)         1164.48   (f) ADJ UNCH    2 0
 SB0558
 SB0558.Superseded values are not recommended for survey control.
 SB0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0558.See file dsdata.txt to determine how the superseded data were derived.
 SB0558
 SB0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS854666(NAD 83)
 SB0558_MARKER: DD = SURVEY DISK
 SB0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0558_SP_SET: ABUTMENT
 SB0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0558
 SB0558  HISTORY     - Date     Condition        Report By
 SB0558  HISTORY     - UNK      MONUMENTED       USGS
 SB0558  HISTORY     - 1969     GOOD             NGS
 SB0558  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SB0558
 SB0558                          STATION DESCRIPTION
 SB0558
 SB0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 SB0558'4.4 MI NW FROM YAKIMA.
 SB0558'THE MARK IS 4.15 MILES NORTHWEST ALONG U.S. HIGHWAY 12 FROM ITS
 SB0558'INTERSECTION WITH U.S. HIGHWAY 97 IN YAKIMA, 0.55 MILE SOUTHEAST OF
 SB0558'THE BRIDGE OVER THE NACHES RIVER, SET IN THE SOUTHEAST ABUTMENT OF A
 SB0558'CONCRETE BRIDGE OVER A LARGE IRRIGATION DITCH, AND AT ABOUT THE SAME
 SB0558'ELEVATION AS THE ROAD.
 SB0558
 SB0558                          STATION RECOVERY (1987)
 SB0558
 SB0558'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SB0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0810 ***********************************************************************
 SY0810  DESIGNATION -  118.5 USGS
 SY0810  PID         -  SY0810
 SY0810  STATE/COUNTY-  WA/MASON
 SY0810  USGS QUAD   -  BELFAIR (1994)
 SY0810
 SY0810                         *CURRENT SURVEY CONTROL
 SY0810  ___________________________________________________________________
 SY0810* NAD 83(1986)-  47 23 41.     (N)    122 49 42.     (W)     SCALED    
 SY0810* NAVD 88     -        37.136  (meters)     121.84   (feet)  POSTED    
 SY0810  ___________________________________________________________________
 SY0810  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 SY0810  DYNAMIC HT  -          37.140 (meters)     121.85  (feet)  COMP
 SY0810  MODELED GRAV-     980,800.7   (mgal)                       NAVD 88
 SY0810
 SY0810  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0810
 SY0810.The horizontal coordinates were scaled from a topographic map and have
 SY0810.an estimated accuracy of +/- 6 seconds.
 SY0810
 SY0810.The orthometric height was determined by differential leveling
 SY0810.and adjusted by the National Geodetic Survey in 1992..
 SY0810.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0810.rate of 0.0 thru 1.0 mm/km.
 SY0810
 SY0810.The geoid height was determined by GEOID03.
 SY0810
 SY0810.The dynamic height is computed by dividing the NAVD 88
 SY0810.geopotential number by the normal gravity value computed on the
 SY0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0810.degrees latitude (g = 980.6199 gals.).
 SY0810
 SY0810.The modeled gravity was interpolated from observed gravity values.
 SY0810
 SY0810;                    North         East    Units  Estimated Accuracy
 SY0810;SPC WA S     -   231,730.      324,250.      MT  (+/- 180 meters Scaled)
 SY0810
 SY0810                          SUPERSEDED SURVEY CONTROL
 SY0810
 SY0810  NGVD 29 (??/??/??)   36.074  (m)          118.35   (f) ADJUSTED    1 2
 SY0810
 SY0810.Superseded values are not recommended for survey control.
 SY0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0810.See file dsdata.txt to determine how the superseded data were derived.
 SY0810
 SY0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET129490(NAD 83)
 SY0810_MARKER: S = SPIKE
 SY0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0810_SP_SET: FIR TREE
 SY0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0810
 SY0810  HISTORY     - Date     Condition        Report By
 SY0810  HISTORY     - UNK      MONUMENTED       USGS
 SY0810  HISTORY     - 1944     GOOD             CGS
 SY0810
 SY0810                          STATION DESCRIPTION
 SY0810
 SY0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0810'0.7 MI N FROM ALLYN.
 SY0810'0.7 MILE NORTH ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT ALLYN,
 SY0810'MASON COUNTY, AT THE JUNCTION OF A SIDE ROAD LEADING NORTHEAST, 25.6
 SY0810'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTHEAST OF THE
 SY0810'CENTERLINE OF THE ROAD, IN THE WEST BASE OF A FIR TREE, AND ABOUT 5
 SY0810'FEET BELOW A TRIANGULAR BLAZE.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0127 ***********************************************************************
 SX0127  DESIGNATION -  1187.92
 SX0127  PID         -  SX0127
 SX0127  STATE/COUNTY-  WA/DOUGLAS
 SX0127  USGS QUAD   -  ROCK ISLAND (1975)
 SX0127
 SX0127                         *CURRENT SURVEY CONTROL
 SX0127  ___________________________________________________________________
 SX0127* NAD 83(1998)-  47 23 35.12857(N)    120 12 40.39606(W)     ADJUSTED  
 SX0127* NAVD 88     -       362.839  (meters)    1190.41   (feet)  ADJUSTED  
 SX0127  ___________________________________________________________________
 SX0127  X           -  -2,176,724.293 (meters)                     COMP
 SX0127  Y           -  -3,738,302.566 (meters)                     COMP
 SX0127  Z           -   4,671,712.008 (meters)                     COMP
 SX0127  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 SX0127  ELLIP HEIGHT-         343.12  (meters)          (07/02/01) GPS OBS
 SX0127  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 SX0127  DYNAMIC HT  -         362.873 (meters)    1190.53  (feet)  COMP
 SX0127  MODELED GRAV-     980,696.9   (mgal)                       NAVD 88
 SX0127
 SX0127  HORZ ORDER  -  B
 SX0127  VERT ORDER  -  FIRST     CLASS II
 SX0127  ELLP ORDER  -  THIRD     CLASS II
 SX0127
 SX0127.This mark is at Pangborn Mem Airport (EAT)
 SX0127
 SX0127.The horizontal coordinates were established by GPS observations
 SX0127.and adjusted by the National Geodetic Survey in July 2001..
 SX0127.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX0127.DATUM ITEM on the data sheet items page.
 SX0127
 SX0127.The orthometric height was determined by differential leveling
 SX0127.and adjusted by the National Geodetic Survey in June 1991..
 SX0127
 SX0127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX0127
 SX0127.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0127
 SX0127.The ellipsoidal height was determined by GPS observations
 SX0127.and is referenced to NAD 83.
 SX0127
 SX0127.The geoid height was determined by GEOID03.
 SX0127
 SX0127.The dynamic height is computed by dividing the NAVD 88
 SX0127.geopotential number by the normal gravity value computed on the
 SX0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0127.degrees latitude (g = 980.6199 gals.).
 SX0127
 SX0127.The modeled gravity was interpolated from observed gravity values.
 SX0127
 SX0127;                    North         East     Units Scale Factor Converg.
 SX0127;SPC WA N     -    43,894.797   546,967.728   MT  1.00002166   +0 27 47.4
 SX0127;SPC WA N     -   144,011.51  1,794,509.95   sFT  1.00002166   +0 27 47.4
 SX0127;UTM  10      - 5,252,619.505   710,451.660   MT  1.00014433   +2 03 12.0
 SX0127
 SX0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0127!SPC WA N     -   0.99994622  x   1.00002166  =   0.99996788
 SX0127!UTM  10      -   0.99994622  x   1.00014433  =   1.00009054
 SX0127
 SX0127                          SUPERSEDED SURVEY CONTROL
 SX0127
 SX0127  NAD 83(1998)-  47 23 35.12827(N)    120 12 40.39728(W) AD(       ) B
 SX0127  ELLIP H (07/23/97)  343.15   (m)                       GP(       ) 3 1
 SX0127  NAD 83(1991)-  47 23 35.12722(N)    120 12 40.39691(W) AD(       ) 1
 SX0127  ELLIP H (12/10/93)  343.24   (m)                       GP(       ) 3 2
 SX0127  NAVD 88 (12/10/93)  362.84   (m)         1190.4    (f) LEVELING    3  
 SX0127  NGVD 29 (??/??/92)  361.709  (m)         1186.71   (f) ADJ UNCH    1 2
 SX0127
 SX0127.Superseded values are not recommended for survey control.
 SX0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0127.See file dsdata.txt to determine how the superseded data were derived.
 SX0127
 SX0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1045252620(NAD 83)
 SX0127_MARKER: DD = SURVEY DISK
 SX0127_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SX0127_SP_SET: SET IN CONCRETE RUNWAY
 SX0127_STAMPING: EL 1187.92 R 1 1+25
 SX0127_MARK LOGO: USE   
 SX0127_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX0127+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1996
 SX0127
 SX0127  HISTORY     - Date     Condition        Report By
 SX0127  HISTORY     - 1953     MONUMENTED       NGS
 SX0127  HISTORY     - 1953     GOOD             NGS
 SX0127  HISTORY     - 19930329 GOOD             DCPW
 SX0127  HISTORY     - 19960731 SEE DESCRIPTION  CHANCE
 SX0127
 SX0127                          STATION DESCRIPTION
 SX0127
 SX0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SX0127'5.3 MI SE FROM WENATCHEE.
 SX0127'AT PANGBORN AIRPORT, 25 FEET NORTH OF THE SOUTH END OF THE
 SX0127'NORTH-AND-SOUTH RUNWAY, ON THE CENTERLINE, AND IN THE TOP OF THE
 SX0127'ASPHALT PAVEMENT.
 SX0127
 SX0127                          STATION RECOVERY (1993)
 SX0127
 SX0127'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX0127'RECOVERED IN GOOD CONDITION.
 SX0127
 SX0127                          STATION RECOVERY (1996)
 SX0127
 SX0127'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SX0127'STATION IS LOCATED ABOUT 33 MILES (53.1 KM) NORTHEAST OF ELLENSBURG,
 SX0127'19 MILES (30.6 KM) NORTHWEST OF QUINCY, 5 MILES (8.0 KM) SOUTHEAST OF
 SX0127'WENATCHEE AT PANGBORN MEMORIAL AIRPORT, ARNIE CLARKE - AIRPORT
 SX0127'MANAGER, PHONE 509-884-2494  TO REACH THE STATION FROM THE JUNCTION OF
 SX0127'STATE HIGHWAY 28 AND STATE HIGHWAY 285 IN EAST WENATCHEE, PROCEED EAST
 SX0127'ON SH 285 (GRANT ROAD) 3.4 MILES (5.5 KM) TO S.  UNION ROAD, TURN
 SX0127'RIGHT AND PROCEED SOUTH ON S.  UNION RD 1.0 MILES (1.6 KM) TO 8TH
 SX0127'STREET SE, TURN LEFT AND PROCEED EAST ON 8TH ST SE 0.3 MILES (0.5 KM)
 SX0127'TO A DIRT ROAD ON THE LEFT LEADING ONTO AIRPORT PROPERTY, TURN LEFT
 SX0127'AND PROCEED NORTHEAST (BEAR LEFT AT FORK IN ROAD) 0.1 MILES (0.2 KM)
 SX0127'TO THE SOUTH END OF AN ABANDONED RUNWAYAND THE STATION ON THE RIGHT ON
 SX0127'THE CENTERLINE OF THE RUNWAY 25 FT (7.6 M) NORTH OF THE SOUTH END OF
 SX0127'THE RUNWAY  THE STATION IS A US ENGINEERS OFFICE SURVEY MARKER DISK
 SX0127'SET IN THE CENTER OF THE CONCRETE RUNWAY, SET FLUSH WITH THE SURFACE.
 SX0127'THE STATION IS LOCATED 22.85 M (74.97 FT) SOUTHWEST OF THE EAST EDGE
 SX0127'OF THE ABANDONED RUNWAY, 22.80 M (74.80 FT) NORTHEAST OF THE WEST EDGE
 SX0127'OF THE ABANDONED RUNWAY, 23.35 M (76.61 FT) WEST OF THE EAST DRAIN
 SX0127'INLET, 23.35 M (76.61 FT) NORTHEAST OF THE WESTERN DRAIN INLET AND 7.4
 SX0127'M (24.3 FT) NORTHWEST OF THE USCGS P-K NAIL AND WASHER IN THE SOUTH
 SX0127'END CENTERLINE OF RUNWAY  NOTE- THE DISK HAS BEEN STRUCK BY A SNOW
 SX0127'PLOW OR OTHER HEAVY OBJECT AND SOME OF THE MARKINGS HAVE BEEN
 SX0127'DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0909 ***********************************************************************
 SW0909  DESIGNATION -  119 RBR USGS
 SW0909  PID         -  SW0909
 SW0909  STATE/COUNTY-  WA/ADAMS
 SW0909  USGS QUAD   -  REIMAN (1967)
 SW0909
 SW0909                         *CURRENT SURVEY CONTROL
 SW0909  ___________________________________________________________________
 SW0909* NAD 83(1986)-  47 07 50.     (N)    118 41 12.     (W)     SCALED    
 SW0909* NAVD 88     -       550.982  (meters)    1807.68   (feet)  ADJUSTED  
 SW0909  ___________________________________________________________________
 SW0909  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 SW0909  DYNAMIC HT  -         551.009 (meters)    1807.77  (feet)  COMP
 SW0909  MODELED GRAV-     980,644.8   (mgal)                       NAVD 88
 SW0909
 SW0909  VERT ORDER  -  FIRST     CLASS II
 SW0909
 SW0909.The horizontal coordinates were scaled from a topographic map and have
 SW0909.an estimated accuracy of +/- 6 seconds.
 SW0909
 SW0909.The orthometric height was determined by differential leveling
 SW0909.and adjusted by the National Geodetic Survey in June 1991..
 SW0909
 SW0909.The geoid height was determined by GEOID03.
 SW0909
 SW0909.The dynamic height is computed by dividing the NAVD 88
 SW0909.geopotential number by the normal gravity value computed on the
 SW0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0909.degrees latitude (g = 980.6199 gals.).
 SW0909
 SW0909.The modeled gravity was interpolated from observed gravity values.
 SW0909
 SW0909;                    North         East    Units  Estimated Accuracy
 SW0909;SPC WA S     -   201,350.      637,560.      MT  (+/- 180 meters Scaled)
 SW0909
 SW0909                          SUPERSEDED SURVEY CONTROL
 SW0909
 SW0909.No superseded survey control is available for this station.
 SW0909
 SW0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN720210(NAD 83)
 SW0909_MARKER: DB = BENCH MARK DISK
 SW0909_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 SW0909_SP_SET: UNSPECIFIED DEEP
 SW0909_STAMPING: 1804 119 RBR 1966
 SW0909_MARK LOGO: USGS  
 SW0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0909+STABILITY: SURFACE MOTION
 SW0909
 SW0909  HISTORY     - Date     Condition        Report By
 SW0909  HISTORY     - 1966     MONUMENTED       USGS
 SW0909  HISTORY     - 1981     GOOD             NGS
 SW0909  HISTORY     - 1982     GOOD             NGS
 SW0909
 SW0909                          STATION DESCRIPTION
 SW0909
 SW0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0909'23.4 KM (14.55 MI) SOUT FROM OVDESSA.
 SW0909'23.4 KM (14.55 MI) SOUTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0909'STATE HIGHWAY 28 IN ODESSA, 0.2 KM (0.1 MI) SOUTH OF HIGHWAY MILEPOST
 SW0909'17, AT THE T JUNCTION OF ROSENOFF ROAD, 7.8 METERS (26.0 FT) WEST OF
 SW0909'THE EXTENDED CENTERLINE OF THE HIGHWAY, 9.8 METERS (32.0 FT) SOUTH OF
 SW0909'THE ROAD, 2.1 METERS (7.0 FT) EAST OF A T JUNCTION POWER LINE POLE.
 SW0909'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 SW0909'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SW0909
 SW0909                          STATION RECOVERY (1982)
 SW0909
 SW0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4289 ***********************************************************************
 RD4289  DESIGNATION -  11902
 RD4289  PID         -  RD4289
 RD4289  STATE/COUNTY-  WA/CLARK
 RD4289  USGS QUAD   -  ORCHARDS (1990)
 RD4289
 RD4289                         *CURRENT SURVEY CONTROL
 RD4289  ___________________________________________________________________
 RD4289* NAD 83(1986)-  45 42 29.     (N)    122 33 09.     (W)     SCALED    
 RD4289* NAVD 88     -        87.502  (meters)     287.08   (feet)  ADJUSTED  
 RD4289  ___________________________________________________________________
 RD4289  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 RD4289  DYNAMIC HT  -          87.502 (meters)     287.08  (feet)  COMP
 RD4289  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 RD4289
 RD4289  VERT ORDER  -  SECOND    CLASS II
 RD4289
 RD4289.The horizontal coordinates were scaled from a topographic map and have
 RD4289.an estimated accuracy of +/- 6 seconds.
 RD4289
 RD4289.The orthometric height was determined by differential leveling
 RD4289.and adjusted by the National Geodetic Survey in April 1995..
 RD4289
 RD4289.The geoid height was determined by GEOID03.
 RD4289
 RD4289.The dynamic height is computed by dividing the NAVD 88
 RD4289.geopotential number by the normal gravity value computed on the
 RD4289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4289.degrees latitude (g = 980.6199 gals.).
 RD4289
 RD4289.The modeled gravity was interpolated from observed gravity values.
 RD4289
 RD4289;                    North         East    Units  Estimated Accuracy
 RD4289;SPC WA S     -    43,730.      340,190.      MT  (+/- 180 meters Scaled)
 RD4289
 RD4289                          SUPERSEDED SURVEY CONTROL
 RD4289
 RD4289  NGVD 29 (03/17/92)   86.450  (m)          283.63   (f) ADJUSTED    2 2
 RD4289
 RD4289.Superseded values are not recommended for survey control.
 RD4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4289.See file dsdata.txt to determine how the superseded data were derived.
 RD4289
 RD4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348617(NAD 83)
 RD4289_MARKER: DB = BENCH MARK DISK
 RD4289_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4289_SP_SET: TOP OF CURB
 RD4289_STAMPING: 11902 1990
 RD4289_MARK LOGO: WA-011
 RD4289_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4289+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 RD4289
 RD4289  HISTORY     - Date     Condition        Report By
 RD4289  HISTORY     - 1990     MONUMENTED       WA-011
 RD4289  HISTORY     - 20040419 GOOD             USPSQD
 RD4289  HISTORY     - 20050426 GOOD             USPSQD
 RD4289  HISTORY     - 20060523 GOOD             USPSQD
 RD4289
 RD4289                          STATION DESCRIPTION
 RD4289
 RD4289'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4289'IN TOP OF WEST CURB OF N.E. 117TH AVE (SR-503),2.8 MILES NORTH OF
 RD4289'INTERSECTION OF SR-500, FOURTH PLAIN ROAD, AND SR-503, IN N.W.
 RD4289'QUADRANT OF INTERSECTION WITH N.E. 119TH STREET, 57 FT (17.4 M) NORTH
 RD4289'OF CENTERLINE 119TH ST, 31.8 FT (9.7 M) NORTH OF POWER POLE NO. PUD
 RD4289'14267SET 1 3/4 IN DIAM DOMED BRASS DISK
 RD4289
 RD4289                          STATION RECOVERY (2004)
 RD4289
 RD4289'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4289'RECOVERED IN GOOD CONDITION.
 RD4289
 RD4289                          STATION RECOVERY (2005)
 RD4289
 RD4289'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4289'RECOVERED IN GOOD CONDITION.
 RD4289
 RD4289                          STATION RECOVERY (2006)
 RD4289
 RD4289'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0106 ***********************************************************************
 SA0106  DESIGNATION -  1191.0
 SA0106  PID         -  SA0106
 SA0106  STATE/COUNTY-  WA/WALLA WALLA
 SA0106  USGS QUAD   -  WALLA WALLA (1978)
 SA0106
 SA0106                         *CURRENT SURVEY CONTROL
 SA0106  ___________________________________________________________________
 SA0106* NAD 83(1986)-  46 05 16.     (N)    118 16 52.     (W)     SCALED    
 SA0106* NAVD 88     -       363.897  (meters)    1193.89   (feet)  ADJUSTED  
 SA0106  ___________________________________________________________________
 SA0106  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 SA0106  DYNAMIC HT  -         363.883 (meters)    1193.84  (feet)  COMP
 SA0106  MODELED GRAV-     980,568.4   (mgal)                       NAVD 88
 SA0106
 SA0106  VERT ORDER  -  FIRST     CLASS II
 SA0106
 SA0106.This mark is at Walla Walla Regional Airport (ALW)
 SA0106
 SA0106.The horizontal coordinates were scaled from a topographic map and have
 SA0106.an estimated accuracy of +/- 6 seconds.
 SA0106
 SA0106.The orthometric height was determined by differential leveling
 SA0106.and adjusted by the National Geodetic Survey in June 1991..
 SA0106
 SA0106.The geoid height was determined by GEOID03.
 SA0106
 SA0106.The dynamic height is computed by dividing the NAVD 88
 SA0106.geopotential number by the normal gravity value computed on the
 SA0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0106.degrees latitude (g = 980.6199 gals.).
 SA0106
 SA0106.The modeled gravity was interpolated from observed gravity values.
 SA0106
 SA0106;                    North         East    Units  Estimated Accuracy
 SA0106;SPC WA S     -    86,270.      671,580.      MT  (+/- 180 meters Scaled)
 SA0106
 SA0106                          SUPERSEDED SURVEY CONTROL
 SA0106
 SA0106  NGVD 29 (??/??/92)  362.90   (m)         1190.6    (f) COMPUTED    1 2
 SA0106
 SA0106.Superseded values are not recommended for survey control.
 SA0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0106.See file dsdata.txt to determine how the superseded data were derived.
 SA0106
 SA0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM009045(NAD 83)
 SA0106_MARKER: DD = SURVEY DISK
 SA0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0106_STAMPING: EL 1191-0 N 53447-37 E 57214-05
 SA0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0106+STABILITY: SURFACE MOTION
 SA0106
 SA0106  HISTORY     - Date     Condition        Report By
 SA0106  HISTORY     - UNK      MONUMENTED       DOD
 SA0106  HISTORY     - 1964     MARK NOT FOUND   NGS
 SA0106  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 SA0106
 SA0106                          STATION DESCRIPTION
 SA0106
 SA0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SA0106'3 MI NE FROM WALLA WALLA.
 SA0106'3 MILES NORTHEAST OF WALLA WALLA, WALLA WALLA COUNTY, AT WALLA WALLA
 SA0106'CITY-COUNTY AIRPORT, 0.35 MILE SOUTH OF THE CONTROL TOWER, AT THE
 SA0106'CENTER OF THE INTERSECTION OF FIRST AND A STREETS, AND 6 INCHES LOWER
 SA0106'THAN THE SURFACE OF THE PAVEMENT.  A CORPS OF ENGINEERS, U.S. ARMY,
 SA0106'STANDARD DISK, STAMPED EL 1191-0 N 53447-37 E 57214-05 AND SET IN THE
 SA0106'TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH AN 8-INCH WELL
 SA0106'COVERED BY A WOODEN CAP.
 SA0106
 SA0106                          STATION RECOVERY (2005)
 SA0106
 SA0106'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0006 ***********************************************************************
 SW0006  DESIGNATION -  1194.771
 SW0006  PID         -  SW0006
 SW0006  STATE/COUNTY-  WA/LINCOLN
 SW0006  USGS QUAD   -  MC COY LAKE (1985)
 SW0006
 SW0006                         *CURRENT SURVEY CONTROL
 SW0006  ___________________________________________________________________
 SW0006* NAD 83(1986)-  47 55 59.     (N)    118 11 29.     (W)     SCALED    
 SW0006* NAVD 88     -       365.795  (meters)    1200.11   (feet)  ADJUSTED  
 SW0006  ___________________________________________________________________
 SW0006  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 SW0006  DYNAMIC HT  -         365.826 (meters)    1200.21  (feet)  COMP
 SW0006  MODELED GRAV-     980,686.5   (mgal)                       NAVD 88
 SW0006
 SW0006  VERT ORDER  -  SECOND    CLASS 0
 SW0006
 SW0006.The horizontal coordinates were scaled from a topographic map and have
 SW0006.an estimated accuracy of +/- 6 seconds.
 SW0006
 SW0006.The orthometric height was determined by differential leveling
 SW0006.and adjusted by the National Geodetic Survey in June 1991..
 SW0006
 SW0006.The geoid height was determined by GEOID03.
 SW0006
 SW0006.The dynamic height is computed by dividing the NAVD 88
 SW0006.geopotential number by the normal gravity value computed on the
 SW0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0006.degrees latitude (g = 980.6199 gals.).
 SW0006
 SW0006.The modeled gravity was interpolated from observed gravity values.
 SW0006
 SW0006;                    North         East    Units  Estimated Accuracy
 SW0006;SPC WA N     -   107,130.      697,360.      MT  (+/- 180 meters Scaled)
 SW0006
 SW0006                          SUPERSEDED SURVEY CONTROL
 SW0006
 SW0006  NGVD 29 (??/??/92)  364.579  (m)         1196.12   (f) ADJ UNCH    2 0
 SW0006
 SW0006.Superseded values are not recommended for survey control.
 SW0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0006.See file dsdata.txt to determine how the superseded data were derived.
 SW0006
 SW0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP110095(NAD 83)
 SW0006_MARKER: DB = BENCH MARK DISK
 SW0006_SETTING: 66 = SET IN ROCK OUTCROP
 SW0006_SP_SET: ROCK CLIFF
 SW0006_STAMPING: U.S.G.S. 1194.771
 SW0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0006+STABILITY: POSITION/ELEVATION WELL
 SW0006
 SW0006  HISTORY     - Date     Condition        Report By
 SW0006  HISTORY     - UNK      MONUMENTED       USGS
 SW0006  HISTORY     - 1934     GOOD             NGS
 SW0006  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0006
 SW0006                          STATION DESCRIPTION
 SW0006
 SW0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0006'13.2 MI S FROM FRUITLAND.
 SW0006'13.2 MI. S. ALONG WASH. STATE HWY. NO. 22 FROM POST OFFICE AT
 SW0006'FRUITLAND.  ALONG THE RIGHT OF WAY OF WASHINGTON STATE HIGHWAY NO. 22.
 SW0006'AT SOUTH EAST END OF DETILLION BRIDGE, 500 FEET SOUTH EAST OF
 SW0006'DETILLION HOUSE, 30 FEET ABOVE HIGHWAY.  NOTE-- BELIEVED UNDER WATER.
 SW0006
 SW0006                          STATION RECOVERY (1966)
 SW0006
 SW0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0615 ***********************************************************************
 TP0615  DESIGNATION -  1197 T
 TP0615  PID         -  TP0615
 TP0615  STATE/COUNTY-  WA/OKANOGAN
 TP0615  USGS QUAD   -  NIGHTHAWK (1981)
 TP0615
 TP0615                         *CURRENT SURVEY CONTROL
 TP0615  ___________________________________________________________________
 TP0615* NAD 83(1986)-  48 59 29.     (N)    119 43 18.     (W)     SCALED    
 TP0615* NAVD 88     -       365.014  (meters)    1197.55   (feet)  ADJUSTED  
 TP0615  ___________________________________________________________________
 TP0615  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 TP0615  DYNAMIC HT  -         365.062 (meters)    1197.71  (feet)  COMP
 TP0615  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 TP0615
 TP0615  VERT ORDER  -  FIRST     CLASS II
 TP0615
 TP0615.The horizontal coordinates were scaled from a topographic map and have
 TP0615.an estimated accuracy of +/- 6 seconds.
 TP0615
 TP0615.The orthometric height was determined by differential leveling
 TP0615.and adjusted by the National Geodetic Survey in June 1991..
 TP0615
 TP0615.The geoid height was determined by GEOID03.
 TP0615
 TP0615.The dynamic height is computed by dividing the NAVD 88
 TP0615.geopotential number by the normal gravity value computed on the
 TP0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0615.degrees latitude (g = 980.6199 gals.).
 TP0615
 TP0615.The modeled gravity was interpolated from observed gravity values.
 TP0615
 TP0615;                    North         East    Units  Estimated Accuracy
 TP0615;SPC WA N     -   222,010.      581,360.      MT  (+/- 180 meters Scaled)
 TP0615
 TP0615                          SUPERSEDED SURVEY CONTROL
 TP0615
 TP0615  NGVD 29 (??/??/92)  363.680  (m)         1193.17   (f) ADJ UNCH    1 2
 TP0615
 TP0615.Superseded values are not recommended for survey control.
 TP0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0615.See file dsdata.txt to determine how the superseded data were derived.
 TP0615
 TP0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ009300(NAD 83)
 TP0615_MARKER: P = PIPE CAP
 TP0615_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TP0615_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TP0615_STAMPING: 1197 T
 TP0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0615
 TP0615  HISTORY     - Date     Condition        Report By
 TP0615  HISTORY     - UNK      MONUMENTED       USGS
 TP0615  HISTORY     - 1946     GOOD             NGS
 TP0615
 TP0615                          STATION DESCRIPTION
 TP0615
 TP0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0615'0.57 MI S FROM CHOPAKA.
 TP0615'0.57 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE WATER TANK
 TP0615'AT CHOPAKA, 375 FEET SOUTHEAST OF AN OLD CEMETERY, 33.7 FEET WEST OF
 TP0615'THE WEST RAIL, 31 FEET EAST OF THE CENTERLINE OF A COUNTY ROAD, 1.9
 TP0615'FEET NORTH OF A WITNESS POST, AND 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0316 ***********************************************************************
 SA0316  DESIGNATION -  119.96 A
 SA0316  PID         -  SA0316
 SA0316  STATE/COUNTY-  WA/WALLA WALLA
 SA0316  USGS QUAD   -  HUMORIST (1992)
 SA0316
 SA0316                         *CURRENT SURVEY CONTROL
 SA0316  ___________________________________________________________________
 SA0316* NAD 83(1986)-  46 09 11.     (N)    118 59 03.     (W)     SCALED    
 SA0316* NAVD 88     -       100.407  (meters)     329.42   (feet)  ADJUSTED  
 SA0316  ___________________________________________________________________
 SA0316  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SA0316  DYNAMIC HT  -         100.410 (meters)     329.43  (feet)  COMP
 SA0316  MODELED GRAV-     980,640.5   (mgal)                       NAVD 88
 SA0316
 SA0316  VERT ORDER  -  FIRST     CLASS II
 SA0316
 SA0316.The horizontal coordinates were scaled from a topographic map and have
 SA0316.an estimated accuracy of +/- 6 seconds.
 SA0316
 SA0316.The orthometric height was determined by differential leveling
 SA0316.and adjusted by the National Geodetic Survey in June 1991..
 SA0316
 SA0316.The geoid height was determined by GEOID03.
 SA0316
 SA0316.The dynamic height is computed by dividing the NAVD 88
 SA0316.geopotential number by the normal gravity value computed on the
 SA0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0316.degrees latitude (g = 980.6199 gals.).
 SA0316
 SA0316.The modeled gravity was interpolated from observed gravity values.
 SA0316
 SA0316;                    North         East    Units  Estimated Accuracy
 SA0316;SPC WA S     -    92,240.      617,080.      MT  (+/- 180 meters Scaled)
 SA0316
 SA0316                          SUPERSEDED SURVEY CONTROL
 SA0316
 SA0316  NGVD 29 (??/??/92)   99.389  (m)          326.08   (f) ADJ UNCH    1 2
 SA0316
 SA0316.Superseded values are not recommended for survey control.
 SA0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0316.See file dsdata.txt to determine how the superseded data were derived.
 SA0316
 SA0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM467129(NAD 83)
 SA0316_MARKER: B = BOLT
 SA0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0316_SP_SET: IRON PIPE
 SA0316_STAMPING: USAE BM 1942 MI 11996 A
 SA0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0316
 SA0316  HISTORY     - Date     Condition        Report By
 SA0316  HISTORY     - 1942     MONUMENTED       DOD
 SA0316  HISTORY     - 1963     MARK NOT FOUND   USGS
 SA0316
 SA0316                          STATION DESCRIPTION
 SA0316
 SA0316'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 SA0316'4.5 MI NW FROM ATTALIA.
 SA0316'4.5 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0316'STATION AT ATTALIA, WALLA WALLA COUNTY, 0.2 MILE SOUTHWEST ACROSS A
 SA0316'SANDY FIELD.  BETWEEN THE ROAD AND COLUMBIA RIVER, 53.6 FEET SOUTHWEST
 SA0316'OF THE CENTERLINE OF THE ROAD PARALLELING THE RIVER, AT A Y-ROAD
 SA0316'JUNCTION, ON THE SOUTHWEST SLOPE OF THE NORTHEAST BANK OF THE RIVER,
 SA0316'AND 43 FEET WEST OF A WHITE WOODEN WITNESS POST.  A COPPER BOLT
 SA0316'THROUGH A WASHER, STAMPED USAE BM 1942 MI 11996 A AND SET IN THE TOP
 SA0316'OF A 2-INCH CONCRETE-FILLED IRON PIPE.  NOTE-- IT WAS REPORTED THAT
 SA0316'THE MARK IS UNDER WATER DUE TO THE MCNARY DAM BACK WATER.  WATER ELEV.
 SA0316'340.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0949 ***********************************************************************
 SX0949  DESIGNATION -  12
 SX0949  PID         -  SX0949
 SX0949  STATE/COUNTY-  WA/CHELAN
 SX0949  USGS QUAD   -  WENATCHEE (1987)
 SX0949
 SX0949                         *CURRENT SURVEY CONTROL
 SX0949  ___________________________________________________________________
 SX0949* NAD 83(1986)-  47 28 24.     (N)    120 19 30.     (W)     SCALED    
 SX0949* NAVD 88     -       208.639  (meters)     684.51   (feet)  ADJUSTED  
 SX0949  ___________________________________________________________________
 SX0949  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 SX0949  DYNAMIC HT  -         208.660 (meters)     684.58  (feet)  COMP
 SX0949  MODELED GRAV-     980,713.1   (mgal)                       NAVD 88
 SX0949
 SX0949  VERT ORDER  -  FIRST     CLASS II
 SX0949
 SX0949.The horizontal coordinates were scaled from a topographic map and have
 SX0949.an estimated accuracy of +/- 6 seconds.
 SX0949
 SX0949.The orthometric height was determined by differential leveling
 SX0949.and adjusted by the National Geodetic Survey in June 1991..
 SX0949
 SX0949.The geoid height was determined by GEOID03.
 SX0949
 SX0949.The dynamic height is computed by dividing the NAVD 88
 SX0949.geopotential number by the normal gravity value computed on the
 SX0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0949.degrees latitude (g = 980.6199 gals.).
 SX0949
 SX0949.The modeled gravity was interpolated from observed gravity values.
 SX0949
 SX0949;                    North         East    Units  Estimated Accuracy
 SX0949;SPC WA N     -    52,750.      538,320.      MT  (+/- 180 meters Scaled)
 SX0949
 SX0949                          SUPERSEDED SURVEY CONTROL
 SX0949
 SX0949.No superseded survey control is available for this station.
 SX0949
 SX0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT015612(NAD 83)
 SX0949_MARKER: DB = BENCH MARK DISK
 SX0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0949_SP_SET: CONCRETE POST
 SX0949_STAMPING: BM 12 EL 680.75
 SX0949_MARK LOGO: WAHC  
 SX0949_PROJECTION: FLUSH
 SX0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0949+STABILITY: SURFACE MOTION
 SX0949
 SX0949  HISTORY     - Date     Condition        Report By
 SX0949  HISTORY     - UNK      MONUMENTED       WAHC
 SX0949  HISTORY     - 1982     GOOD             NGS
 SX0949
 SX0949                          STATION DESCRIPTION
 SX0949
 SX0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0949'1.3 KM (0.8 MI) NORTH FROM WENATCHEE.
 SX0949'1.3 KM (0.8 MI) NORTH ALONG US 97 FROM THE CROSSING OF US HIGHWAY 2 AT
 SX0949'WENATCHEE, IN THE APPROXIMATE CENTER OF A LARGE TRIANGLE FORMED BY US
 SX0949'HIGHWAY 97 ON THE EAST, US HIGHWAY 2 ON THE SOUTH, AND AN EXIT RAMP ON
 SX0949'THE WEST, 64 METERS (210 FT) SOUTHWEST AND ACROSS THE HIGHWAY FROM
 SX0949'MILEPOST 200, 60 METERS (197 FT) SOUTH OF METAL STREET LAMP 1 480 V,
 SX0949'29 METERS (95 FT) NORTH OF THE CENTERLINE OF A CUT-ACROSS RAMP, 28
 SX0949'METERS (92 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES, 24
 SX0949'METERS (79 FT) EAST OF THE CENTERLINE OF THE EXIT RAMP.
 SX0949'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SX0949'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1655 ***********************************************************************
 SA1655  DESIGNATION -  12 13 18
 SA1655  PID         -  SA1655
 SA1655  STATE/COUNTY-  WA/GRANT
 SA1655  USGS QUAD   -  FRENCHMAN HILLS LAKE (1986)
 SA1655
 SA1655                         *CURRENT SURVEY CONTROL
 SA1655  ___________________________________________________________________
 SA1655* NAD 83(1986)-  46 58 19.     (N)    119 37 17.     (W)     SCALED    
 SA1655* NAVD 88     -       363.910  (meters)    1193.93   (feet)  ADJUSTED  
 SA1655  ___________________________________________________________________
 SA1655  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SA1655  DYNAMIC HT  -         363.933 (meters)    1194.00  (feet)  COMP
 SA1655  MODELED GRAV-     980,667.4   (mgal)                       NAVD 88
 SA1655
 SA1655  VERT ORDER  -  SECOND    CLASS 0
 SA1655
 SA1655.The horizontal coordinates were scaled from a topographic map and have
 SA1655.an estimated accuracy of +/- 6 seconds.
 SA1655
 SA1655.The orthometric height was determined by differential leveling
 SA1655.and adjusted by the National Geodetic Survey in June 1991..
 SA1655
 SA1655.The geoid height was determined by GEOID03.
 SA1655
 SA1655.The dynamic height is computed by dividing the NAVD 88
 SA1655.geopotential number by the normal gravity value computed on the
 SA1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1655.degrees latitude (g = 980.6199 gals.).
 SA1655
 SA1655.The modeled gravity was interpolated from observed gravity values.
 SA1655
 SA1655;                    North         East    Units  Estimated Accuracy
 SA1655;SPC WA S     -   182,510.      566,850.      MT  (+/- 180 meters Scaled)
 SA1655
 SA1655                          SUPERSEDED SURVEY CONTROL
 SA1655
 SA1655  NGVD 29 (??/??/92)  362.802  (m)         1190.29   (f) ADJ UNCH    2 0
 SA1655
 SA1655.Superseded values are not recommended for survey control.
 SA1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1655.See file dsdata.txt to determine how the superseded data were derived.
 SA1655
 SA1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN006053(NAD 83)
 SA1655_MARKER: P = PIPE CAP
 SA1655_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1655_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1655_STAMPING: CCT17N S12 S13 R25E R26E S 18 37
 SA1655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1655
 SA1655  HISTORY     - Date     Condition        Report By
 SA1655  HISTORY     - UNK      MONUMENTED       BOR
 SA1655  HISTORY     - 1967     GOOD             NGS
 SA1655
 SA1655                          STATION DESCRIPTION
 SA1655
 SA1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1655'25.8 MI SW FROM MOSES LAKE.
 SA1655'THE MARK IS AT THE SOUTHEAST CORNER OF SECTION 12, TOWNSHIP 17 N,
 SA1655'RANGE 25 E.  1.0 MILE EAST OF THE POWER TRANSMISSION AND BENCH MARK F
 SA1655'384, 250 YARDS SOUTH OF THE MAIN ROAD, 6 YARDS WEST AND 40 YARDS NORTH
 SA1655'OF SOME IRON HANDHOLDS IN THE  NORTH EDGE OF A CONCRETE LINED
 SA1655'IRRIGATION CANAL, 1 FOOT SOUTH OF A 2 FOOT HIGH CONCRETE WITNESS POST,
 SA1655'AND ON LINE WITH THE FENCE LINE ON THE EAST SIDE OF THE ROAD GOING
 SA1655'NORTH FROM THE MAIN ROAD.  STANDARD USBR CAP ON A 1 1/2 PIPE WHICH
 SA1655'PROJECTS 4 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1656 ***********************************************************************
 SA1656  DESIGNATION -  12 7 18
 SA1656  PID         -  SA1656
 SA1656  STATE/COUNTY-  WA/GRANT
 SA1656  USGS QUAD   -  FRENCHMAN HILLS LAKE (1986)
 SA1656
 SA1656                         *CURRENT SURVEY CONTROL
 SA1656  ___________________________________________________________________
 SA1656* NAD 83(1986)-  46 58 18.     (N)    119 37 19.     (W)     SCALED    
 SA1656* NAVD 88     -       360.274  (meters)    1182.00   (feet)  ADJUSTED  
 SA1656  ___________________________________________________________________
 SA1656  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SA1656  DYNAMIC HT  -         360.297 (meters)    1182.07  (feet)  COMP
 SA1656  MODELED GRAV-     980,667.4   (mgal)                       NAVD 88
 SA1656
 SA1656  VERT ORDER  -  SECOND    CLASS 0
 SA1656
 SA1656.The horizontal coordinates were scaled from a topographic map and have
 SA1656.an estimated accuracy of +/- 6 seconds.
 SA1656
 SA1656.The orthometric height was determined by differential leveling
 SA1656.and adjusted by the National Geodetic Survey in June 1991..
 SA1656
 SA1656.The geoid height was determined by GEOID03.
 SA1656
 SA1656.The dynamic height is computed by dividing the NAVD 88
 SA1656.geopotential number by the normal gravity value computed on the
 SA1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1656.degrees latitude (g = 980.6199 gals.).
 SA1656
 SA1656.The modeled gravity was interpolated from observed gravity values.
 SA1656
 SA1656;                    North         East    Units  Estimated Accuracy
 SA1656;SPC WA S     -   182,480.      566,810.      MT  (+/- 180 meters Scaled)
 SA1656
 SA1656                          SUPERSEDED SURVEY CONTROL
 SA1656
 SA1656  NGVD 29 (??/??/92)  359.166  (m)         1178.36   (f) ADJ UNCH    2 0
 SA1656
 SA1656.Superseded values are not recommended for survey control.
 SA1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1656.See file dsdata.txt to determine how the superseded data were derived.
 SA1656
 SA1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN005053(NAD 83)
 SA1656_MARKER: P = PIPE CAP
 SA1656_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1656_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1656_STAMPING: SC T17N S7 S12 S18 R25E R26E 37
 SA1656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1656
 SA1656  HISTORY     - Date     Condition        Report By
 SA1656  HISTORY     - UNK      MONUMENTED       BOR
 SA1656  HISTORY     - 1967     GOOD             NGS
 SA1656
 SA1656                          STATION DESCRIPTION
 SA1656
 SA1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1656'25.8 MI SW FROM MOSES LAKE.
 SA1656'THE MARK IS 119.5 FEET (SLOPE MEASUREMENT) NORTH OF BENCH MARK
 SA1656'12-13-18 (USBR) DESCRIBED ABOVE.  IT MARKS THE SOUTHWEST CORNER OF
 SA1656'SECTION 7, T17N, R26E.  THE MARK IS ABOUT 210 YARDS SOUTH OF THE MAIN
 SA1656'ROAD, 80 YARDS NORTH OF THE NORTH BANK OF A CANAL 1 FOOT SOUTH OF A 2
 SA1656'FOOT HIGH CONCRETE WITNESS POST, AND ON LINE WITH BENCH MARK 12-13-18
 SA1656'(USBR) AND THE FENCE ON THE EAST SIDE OF THE GRAVEL ROAD GOING NORTH
 SA1656'FROM THE MAIN ROAD.  IT IS USBR CAP ON A 1 1/2-INCH PIPE WHICH
 SA1656'PROJECTS 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0720 ***********************************************************************
 SY0720  DESIGNATION -  12 A 22 WAGS
 SY0720  PID         -  SY0720
 SY0720  STATE/COUNTY-  WA/PIERCE
 SY0720  USGS QUAD   -  NISQUALLY (1994)
 SY0720
 SY0720                         *CURRENT SURVEY CONTROL
 SY0720  ___________________________________________________________________
 SY0720* NAD 83(1986)-  47 05 16.     (N)    122 41 24.     (W)     SCALED    
 SY0720* NAVD 88     -        23.599  (meters)      77.42   (feet)  ADJUSTED  
 SY0720  ___________________________________________________________________
 SY0720  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 SY0720  DYNAMIC HT  -          23.603 (meters)      77.44  (feet)  COMP
 SY0720  MODELED GRAV-     980,754.1   (mgal)                       NAVD 88
 SY0720
 SY0720  VERT ORDER  -  FIRST     CLASS II
 SY0720
 SY0720.The horizontal coordinates were scaled from a topographic map and have
 SY0720.an estimated accuracy of +/- 6 seconds.
 SY0720
 SY0720.The orthometric height was determined by differential leveling
 SY0720.and adjusted by the National Geodetic Survey in June 1991..
 SY0720
 SY0720.The geoid height was determined by GEOID03.
 SY0720
 SY0720.The dynamic height is computed by dividing the NAVD 88
 SY0720.geopotential number by the normal gravity value computed on the
 SY0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0720.degrees latitude (g = 980.6199 gals.).
 SY0720
 SY0720.The modeled gravity was interpolated from observed gravity values.
 SY0720
 SY0720;                    North         East    Units  Estimated Accuracy
 SY0720;SPC WA S     -   197,320.      333,740.      MT  (+/- 180 meters Scaled)
 SY0720
 SY0720                          SUPERSEDED SURVEY CONTROL
 SY0720
 SY0720  NGVD 29 (??/??/??)   22.556  (m)           74.00   (f) ADJUSTED    1 2
 SY0720
 SY0720.Superseded values are not recommended for survey control.
 SY0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0720.See file dsdata.txt to determine how the superseded data were derived.
 SY0720
 SY0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET235149(NAD 83)
 SY0720_MARKER: DD = SURVEY DISK
 SY0720_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY0720_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SY0720_STAMPING: 12 A 22
 SY0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0720
 SY0720  HISTORY     - Date     Condition        Report By
 SY0720  HISTORY     - UNK      MONUMENTED       WAGS
 SY0720  HISTORY     - 1944     GOOD             CGS
 SY0720  HISTORY     - 1966     MARK NOT FOUND   CGS
 SY0720  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY0720
 SY0720                          STATION DESCRIPTION
 SY0720
 SY0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0720'1.25 MI N FROM NISQUALLY.
 SY0720'ALONG THE MAIN LINE OF THE NORTHERN PACIFIC RAILWAY, 1.25 MILES NORTH
 SY0720'OF THE STATION AT NISQUALLY, 0.15 MILE NORTH OF WOODEN OVERHEAD
 SY0720'BRIDGE, 210.3 FEET SOUTH OF THE SOUTHEAST CORNER OF SEMAPHORE SIGNAL
 SY0720'TOWER NO. 23.1, 11.5 FEET SOUTHEAST OF TELEGRAPH POLE B, 7.2 FEET
 SY0720'NORTHEAST OF THE HIGHEST POINT ON A LARGE GRANITE BOULDER WHICH IS
 SY0720'LOCATED IN RAILWAY SIDE DITCH, 5.9 FEET WEST OF THE WEST RAIL OF THE
 SY0720'WEST TRACK, NEAR CENTER AND ON OUTSIDE OF CURVE IN RAILWAY, SET IN TOP
 SY0720'OF CONCRETE POST ABOUT 1.0 FOOT BELOW THE RAILS AND COVERED BY DIRT
 SY0720'AND ROCK RAILWAY BALLAST.
 SY0720
 SY0720                          STATION RECOVERY (1966)
 SY0720
 SY0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 SY0720'MARK NOT FOUND.
 SY0720
 SY0720                          STATION RECOVERY (1987)
 SY0720
 SY0720'RECOVERY NOTE BY US POWER SQUADRON 1987 (JK)
 SY0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0736 ***********************************************************************
 SY0736  DESIGNATION -  12 A 25 WAGS
 SY0736  PID         -  SY0736
 SY0736  STATE/COUNTY-  WA/THURSTON
 SY0736  USGS QUAD   -  NISQUALLY (1994)
 SY0736
 SY0736                         *CURRENT SURVEY CONTROL
 SY0736  ___________________________________________________________________
 SY0736* NAD 83(1986)-  47 05 56.     (N)    122 40 53.     (W)     SCALED    
 SY0736* NAVD 88     -        21.615  (meters)      70.92   (feet)  ADJUSTED  
 SY0736  ___________________________________________________________________
 SY0736  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 SY0736  DYNAMIC HT  -          21.618 (meters)      70.93  (feet)  COMP
 SY0736  MODELED GRAV-     980,753.0   (mgal)                       NAVD 88
 SY0736
 SY0736  VERT ORDER  -  FIRST     CLASS II
 SY0736
 SY0736.The horizontal coordinates were scaled from a topographic map and have
 SY0736.an estimated accuracy of +/- 6 seconds.
 SY0736
 SY0736.The orthometric height was determined by differential leveling
 SY0736.and adjusted by the National Geodetic Survey in June 1991..
 SY0736
 SY0736.The geoid height was determined by GEOID03.
 SY0736
 SY0736.The dynamic height is computed by dividing the NAVD 88
 SY0736.geopotential number by the normal gravity value computed on the
 SY0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0736.degrees latitude (g = 980.6199 gals.).
 SY0736
 SY0736.The modeled gravity was interpolated from observed gravity values.
 SY0736
 SY0736;                    North         East    Units  Estimated Accuracy
 SY0736;SPC WA S     -   198,540.      334,430.      MT  (+/- 180 meters Scaled)
 SY0736
 SY0736                          SUPERSEDED SURVEY CONTROL
 SY0736
 SY0736  NGVD 29 (??/??/??)   20.571  (m)           67.49   (f) ADJUSTED    1 2
 SY0736
 SY0736.Superseded values are not recommended for survey control.
 SY0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0736.See file dsdata.txt to determine how the superseded data were derived.
 SY0736
 SY0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET241162(NAD 83)
 SY0736_MARKER: DD = SURVEY DISK
 SY0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0736_SP_SET: SEMAPHORE
 SY0736_STAMPING: 12-A- 25
 SY0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0736
 SY0736  HISTORY     - Date     Condition        Report By
 SY0736  HISTORY     - UNK      MONUMENTED       WAGS
 SY0736  HISTORY     - 1934     GOOD             CGS
 SY0736  HISTORY     - 1973     MARK NOT FOUND   NGS
 SY0736
 SY0736                          STATION DESCRIPTION
 SY0736
 SY0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SY0736'2.1 MI N FROM NISQUALLY.
 SY0736'2.1 MI. N. ALONG N.P. RR. FROM RR. STATION.  ALONG THE RIGHT OF WAY OF
 SY0736'THE NORTHERN PACIFIC RAILROAD, 4 RAIL LENGTHS NORTH OF SEMAPHORE NO.
 SY0736'22.6, AND 6 FEET WEST OF THE WEST TRACK.
 SY0736
 SY0736                          STATION RECOVERY (1973)
 SY0736
 SY0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0695 ***********************************************************************
 TP0695  DESIGNATION -  12 AA
 TP0695  PID         -  TP0695
 TP0695  STATE/COUNTY-  WA/OKANOGAN
 TP0695  USGS QUAD   -  CORRAL BUTTE (1981)
 TP0695
 TP0695                         *CURRENT SURVEY CONTROL
 TP0695  ___________________________________________________________________
 TP0695* NAD 83(1986)-  48 46 15.     (N)    119 55 52.     (W)     SCALED    
 TP0695* NAVD 88     -      1900.522  (meters)    6235.30   (feet)  ADJUSTED  
 TP0695  ___________________________________________________________________
 TP0695  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 TP0695  DYNAMIC HT  -        1900.332 (meters)    6234.67  (feet)  COMP
 TP0695  MODELED GRAV-     980,441.3   (mgal)                       NAVD 88
 TP0695
 TP0695  VERT ORDER  -  SECOND    CLASS 0
 TP0695
 TP0695.The horizontal coordinates were scaled from a topographic map and have
 TP0695.an estimated accuracy of +/- 6 seconds.
 TP0695
 TP0695.The orthometric height was determined by differential leveling
 TP0695.and adjusted by the National Geodetic Survey in June 1991..
 TP0695
 TP0695.The geoid height was determined by GEOID03.
 TP0695
 TP0695.The dynamic height is computed by dividing the NAVD 88
 TP0695.geopotential number by the normal gravity value computed on the
 TP0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0695.degrees latitude (g = 980.6199 gals.).
 TP0695
 TP0695.The modeled gravity was interpolated from observed gravity values.
 TP0695
 TP0695;                    North         East    Units  Estimated Accuracy
 TP0695;SPC WA N     -   197,280.      566,320.      MT  (+/- 180 meters Scaled)
 TP0695
 TP0695                          SUPERSEDED SURVEY CONTROL
 TP0695
 TP0695  NGVD 29 (??/??/92) 1898.995  (m)         6230.29   (f) ADJ UNCH    2 0
 TP0695
 TP0695.Superseded values are not recommended for survey control.
 TP0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0695.See file dsdata.txt to determine how the superseded data were derived.
 TP0695
 TP0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ846061(NAD 83)
 TP0695_MARKER: DD = SURVEY DISK
 TP0695_SETTING: 66 = SET IN ROCK OUTCROP
 TP0695_SP_SET: GRANITE OUTCROP
 TP0695_STAMPING: 12 AA 1954 6230
 TP0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0695+STABILITY: POSITION/ELEVATION WELL
 TP0695
 TP0695  HISTORY     - Date     Condition        Report By
 TP0695  HISTORY     - 1954     MONUMENTED       USGS
 TP0695  HISTORY     - 1959     GOOD             NGS
 TP0695
 TP0695                          STATION DESCRIPTION
 TP0695
 TP0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0695'34.35 MI SW FROM LOOMIS.
 TP0695'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0695'LOOMIS, THENCE 32.2 MILES WEST AND SOUTH ALONG A GRAVEL ROAD, 87 FEET
 TP0695'NORTHEAST OF THE CENTER OF THE CROSSING OF TWENTY MILE CREEK, IN TOP
 TP0695'OF A 3-BY 3-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 TP0695'GROUND, 47 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.1 FEET EAST OF
 TP0695'A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1240 ***********************************************************************
 RZ1240  DESIGNATION -  12 LC
 RZ1240  PID         -  RZ1240
 RZ1240  STATE/COUNTY-  WA/GARFIELD
 RZ1240  USGS QUAD   -  DODGE (1981)
 RZ1240
 RZ1240                         *CURRENT SURVEY CONTROL
 RZ1240  ___________________________________________________________________
 RZ1240* NAD 83(1986)-  46 31 55.     (N)    117 46 58.     (W)     SCALED    
 RZ1240* NAVD 88     -       515.466  (meters)    1691.16   (feet)  POSTED    
 RZ1240  ___________________________________________________________________
 RZ1240  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 RZ1240  DYNAMIC HT  -         515.460 (meters)    1691.14  (feet)  COMP
 RZ1240  MODELED GRAV-     980,588.0   (mgal)                       NAVD 88
 RZ1240
 RZ1240  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RZ1240
 RZ1240.The horizontal coordinates were scaled from a topographic map and have
 RZ1240.an estimated accuracy of +/- 6 seconds.
 RZ1240
 RZ1240.The orthometric height was determined by differential leveling
 RZ1240.and adjusted by the National Geodetic Survey in 1992..
 RZ1240.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RZ1240.rate of 0.0 thru 1.0 mm/km.
 RZ1240
 RZ1240.The geoid height was determined by GEOID03.
 RZ1240
 RZ1240.The dynamic height is computed by dividing the NAVD 88
 RZ1240.geopotential number by the normal gravity value computed on the
 RZ1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1240.degrees latitude (g = 980.6199 gals.).
 RZ1240
 RZ1240.The modeled gravity was interpolated from observed gravity values.
 RZ1240
 RZ1240;                    North         East    Units  Estimated Accuracy
 RZ1240;SPC WA S     -   136,820.      708,400.      MT  (+/- 180 meters Scaled)
 RZ1240
 RZ1240                          SUPERSEDED SURVEY CONTROL
 RZ1240
 RZ1240  NGVD 29 (??/??/92)  514.499  (m)         1687.99   (f) ADJ UNCH    2 0
 RZ1240
 RZ1240.Superseded values are not recommended for survey control.
 RZ1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1240.See file dsdata.txt to determine how the superseded data were derived.
 RZ1240
 RZ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM399534(NAD 83)
 RZ1240_MARKER: DD = SURVEY DISK
 RZ1240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1240_SP_SET: MONUMENT
 RZ1240_STAMPING: 12 LC 1688 1948
 RZ1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1240
 RZ1240  HISTORY     - Date     Condition        Report By
 RZ1240  HISTORY     - 1948     MONUMENTED       USGS
 RZ1240  HISTORY     - 1963     GOOD             NGS
 RZ1240  HISTORY     - 1983     GOOD             NGS
 RZ1240
 RZ1240                          STATION DESCRIPTION
 RZ1240
 RZ1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RZ1240'2.3 MI NE FROM DODGE.
 RZ1240'2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 295 FROM THE JUNCTION OF U.S.
 RZ1240'HIGHWAYS 295 AND 410 AT DODGE, 69 FEET NORTHWEST OF THE CENTER OF U.S.
 RZ1240'HIGHWAY 295, 13 FEET NORTHWEST OF THE CENTER OF AN OLD ROAD BED, 7
 RZ1240'FEET NORTHEAST OF TELEPHONE POLE NO. 1072 AND 0.5 FOOT SOUTHWEST OF A
 RZ1240'METAL WITNESS POST.  THE MONUMENT IS 1 INCH BELOW THE SURFACE OF THE
 RZ1240'GROUND.
 RZ1240
 RZ1240                          STATION RECOVERY (1983)
 RZ1240
 RZ1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RZ1240'3.7 KM (2.3 MI) NORTHEAST ALONG STATE HIGHWAY 127 FROM THE JUNCTION
 RZ1240'OF U.S. HIGHWAY 12 AT DODGE TO THE MARK ON THE LEFT. 21.3 M (70 FT)
 RZ1240'NORTHEAST OF THE CENTER OF THE HIGHWAY, 2.1 M (7 FT) NORTHEAST OF A
 RZ1240'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0228 ***********************************************************************
 SB0228  DESIGNATION -  12 TR USGS
 SB0228  PID         -  SB0228
 SB0228  STATE/COUNTY-  WA/YAKIMA
 SB0228  USGS QUAD   -  BLACK ROCK SPRING (1953)
 SB0228
 SB0228                         *CURRENT SURVEY CONTROL
 SB0228  ___________________________________________________________________
 SB0228* NAD 83(1986)-  46 31 10.     (N)    120 00 08.     (W)     SCALED    
 SB0228* NAVD 88     -       499.725  (meters)    1639.51   (feet)  ADJUSTED  
 SB0228  ___________________________________________________________________
 SB0228  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 SB0228  DYNAMIC HT  -         499.721 (meters)    1639.50  (feet)  COMP
 SB0228  MODELED GRAV-     980,590.1   (mgal)                       NAVD 88
 SB0228
 SB0228  VERT ORDER  -  SECOND    CLASS 0
 SB0228
 SB0228.The horizontal coordinates were scaled from a topographic map and have
 SB0228.an estimated accuracy of +/- 6 seconds.
 SB0228
 SB0228.The orthometric height was determined by differential leveling
 SB0228.and adjusted by the National Geodetic Survey in June 1991..
 SB0228
 SB0228.The geoid height was determined by GEOID03.
 SB0228
 SB0228.The dynamic height is computed by dividing the NAVD 88
 SB0228.geopotential number by the normal gravity value computed on the
 SB0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0228.degrees latitude (g = 980.6199 gals.).
 SB0228
 SB0228.The modeled gravity was interpolated from observed gravity values.
 SB0228
 SB0228;                    North         East    Units  Estimated Accuracy
 SB0228;SPC WA S     -   131,960.      538,190.      MT  (+/- 180 meters Scaled)
 SB0228
 SB0228                          SUPERSEDED SURVEY CONTROL
 SB0228
 SB0228  NGVD 29 (??/??/92)  498.635  (m)         1635.94   (f) ADJ UNCH    2 0
 SB0228
 SB0228.Superseded values are not recommended for survey control.
 SB0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0228.See file dsdata.txt to determine how the superseded data were derived.
 SB0228
 SB0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS299561(NAD 83)
 SB0228_MARKER: DD = SURVEY DISK
 SB0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0228_STAMPING: 12 TR 1636 1936
 SB0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0228+STABILITY: SURFACE MOTION
 SB0228
 SB0228  HISTORY     - Date     Condition        Report By
 SB0228  HISTORY     - 1936     MONUMENTED       USGS
 SB0228  HISTORY     - 1949     GOOD             NGS
 SB0228
 SB0228                          STATION DESCRIPTION
 SB0228
 SB0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0228'8.4 MI E FROM WASHINGTON STATE QUARANTINE STA.
 SB0228'8.4 MILES EAST ALONG STATE HIGHWAY 11-A FROM THE WASHINGTON STATE
 SB0228'QUARANTINE STATION, AT THE MEEBOER RANCH, 221 FEET NORTHEAST OF THE
 SB0228'NORTHEAST CORNER OF THE RANCHHOUSE, 143 FEET SOUTHEAST OF POWER LINE
 SB0228'POLE 1554, 112.0 FEET EAST OF THE NORTHEAST CORNER OF THE YARD FENCE,
 SB0228'66 1/2 FEET EAST OF A TELEPHONE POLE, 47.8 FEET SOUTH OF THE CENTER
 SB0228'LINE OF THE HIGHWAY, 2.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 SB0228'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SB0228'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1357 ***********************************************************************
 SY1357  DESIGNATION -  12 USGS TIDAL MARK
 SY1357  PID         -  SY1357
 SY1357  STATE/COUNTY-  WA/MASON
 SY1357  USGS QUAD   -  SHELTON (1981)
 SY1357
 SY1357                         *CURRENT SURVEY CONTROL
 SY1357  ___________________________________________________________________
 SY1357* NAD 83(1986)-  47 12 55.     (N)    123 06 00.     (W)     SCALED    
 SY1357* NAVD 88     -         6.837  (meters)      22.43   (feet)  POSTED    
 SY1357  ___________________________________________________________________
 SY1357  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SY1357  DYNAMIC HT  -           6.840 (meters)      22.44  (feet)  COMP
 SY1357  MODELED GRAV-     980,812.7   (mgal)                       NAVD 88
 SY1357
 SY1357  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SY1357
 SY1357.The horizontal coordinates were scaled from a topographic map and have
 SY1357.an estimated accuracy of +/- 6 seconds.
 SY1357
 SY1357.The orthometric height was determined by differential leveling
 SY1357.and adjusted by the National Geodetic Survey in 1992..
 SY1357.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SY1357.rate of 2.1 thru 3.0 mm/km.
 SY1357
 SY1357.The geoid height was determined by GEOID03.
 SY1357
 SY1357.The dynamic height is computed by dividing the NAVD 88
 SY1357.geopotential number by the normal gravity value computed on the
 SY1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1357.degrees latitude (g = 980.6199 gals.).
 SY1357
 SY1357.The modeled gravity was interpolated from observed gravity values.
 SY1357
 SY1357;                    North         East    Units  Estimated Accuracy
 SY1357;SPC WA S     -   212,430.      303,090.      MT  (+/- 180 meters Scaled)
 SY1357
 SY1357                          SUPERSEDED SURVEY CONTROL
 SY1357
 SY1357  NGVD 29 (??/??/??)    5.782  (m)           18.97   (f) ADJUSTED    1 2
 SY1357
 SY1357.Superseded values are not recommended for survey control.
 SY1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1357.See file dsdata.txt to determine how the superseded data were derived.
 SY1357
 SY1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT924290(NAD 83)
 SY1357_MARKER: DD = SURVEY DISK
 SY1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1357_STAMPING: USGS 12
 SY1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1357+STABILITY: SURFACE MOTION
 SY1357
 SY1357  HISTORY     - Date     Condition        Report By
 SY1357  HISTORY     - UNK      MONUMENTED       USGS
 SY1357  HISTORY     - 1952     GOOD             CGS
 SY1357  HISTORY     - 1973     MARK NOT FOUND   NGS
 SY1357  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1357  HISTORY     - 20050827 MARK NOT FOUND   USPSQD
 SY1357
 SY1357                          STATION DESCRIPTION
 SY1357
 SY1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SY1357'IN SHELTON.
 SY1357'MARK IS IN NORTHEAST CORNER OF INTERSECTION OF STREETS WHERE HIGHWAY
 SY1357'14A LEADS EAST AND HIGHWAY 101 LEADS WEST.  IT IS 4.5 FEET EAST OF
 SY1357'EAST CURB OF FIRST STREET AND 10.7 FEET NORTH OF NORTH CURB OF PINE
 SY1357'STREET.  MARK IS SET IN TOP OF A SIX INCH DIAMETER CONCRETE POST FLUSH
 SY1357'WITH GROUND SURFACE.
 SY1357
 SY1357                          STATION RECOVERY (1973)
 SY1357
 SY1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY1357'MARK NOT FOUND.
 SY1357
 SY1357                          STATION RECOVERY (1988)
 SY1357
 SY1357'RECOVERY NOTE BY US POWER SQUADRON 1988 (EBO)
 SY1357'MARK NOT FOUND.
 SY1357
 SY1357                          STATION RECOVERY (2005)
 SY1357
 SY1357'RECOVERY NOTE BY US POWER SQUADRON 2005 (EC)
 SY1357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0463 ***********************************************************************
 SY0463  DESIGNATION -  12 WAHC
 SY0463  PID         -  SY0463
 SY0463  STATE/COUNTY-  WA/KING
 SY0463  USGS QUAD   -  POVERTY BAY (1994)
 SY0463
 SY0463                         *CURRENT SURVEY CONTROL
 SY0463  ___________________________________________________________________
 SY0463* NAD 83(1991)-  47 33 04.73937(N)    122 19 00.21530(W)     ADJUSTED  
 SY0463* NAVD 88     -        26.228  (meters)      86.05   (feet)  ADJUSTED  
 SY0463  ___________________________________________________________________
 SY0463  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 SY0463  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 SY0463  DYNAMIC HT  -          26.231 (meters)      86.06  (feet)  COMP
 SY0463  MODELED GRAV-     980,732.1   (mgal)                       NAVD 88
 SY0463
 SY0463  HORZ ORDER  -  SECOND
 SY0463  VERT ORDER  -  SECOND    CLASS 0
 SY0463
 SY0463.The horizontal coordinates were established by classical geodetic methods
 SY0463.and adjusted by the National Geodetic Survey in December 1991..
 SY0463
 SY0463.The orthometric height was determined by differential leveling
 SY0463.and adjusted by the National Geodetic Survey in June 1991..
 SY0463
 SY0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0463
 SY0463.The geoid height was determined by GEOID03.
 SY0463
 SY0463.The dynamic height is computed by dividing the NAVD 88
 SY0463.geopotential number by the normal gravity value computed on the
 SY0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0463.degrees latitude (g = 980.6199 gals.).
 SY0463
 SY0463.The modeled gravity was interpolated from observed gravity values.
 SY0463
 SY0463;                    North         East     Units Scale Factor Converg.
 SY0463;SPC WA N     -    62,372.614   388,352.759   MT  0.99999082   -1 06 15.9
 SY0463;SPC WA N     -   204,634.15  1,274,120.68   sFT  0.99999082   -1 06 15.9
 SY0463;UTM  10      - 5,266,659.068   551,409.402   MT  0.99963248   +0 30 15.1
 SY0463
 SY0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0463!SPC WA N     -   0.99999957  x   0.99999082  =   0.99999039
 SY0463!UTM  10      -   0.99999957  x   0.99963248  =   0.99963205
 SY0463
 SY0463:                Primary Azimuth Mark                     Grid Az
 SY0463:SPC WA N     -  VET                                      027 37 39.0
 SY0463:UTM  10      -  VET                                      026 01 08.0
 SY0463
 SY0463|---------------------------------------------------------------------|
 SY0463| PID    Reference Object                     Distance      Geod. Az  |
 SY0463|                                                           dddmmss.s |
 SY0463| SY4484 VET                                 APPROX. 1.4 KM 0263123.1 |
 SY0463| SY0462 11                                  458.906 METERS 3283327.1 |
 SY0463|---------------------------------------------------------------------|
 SY0463
 SY0463                          SUPERSEDED SURVEY CONTROL
 SY0463
 SY0463  NAD 83(1986)-  47 33 04.73329(N)    122 19 00.22218(W) AD(       ) 2
 SY0463  NAD 27      -  47 33 05.37920(N)    122 18 55.77430(W) AD(       ) 2
 SY0463  NGVD 29 (??/??/??)   25.122  (m)           82.42   (f) ADJUSTED    2 0
 SY0463
 SY0463.Superseded values are not recommended for survey control.
 SY0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0463.See file dsdata.txt to determine how the superseded data were derived.
 SY0463
 SY0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5140966659(NAD 83)
 SY0463_MARKER: Z = SEE DESCRIPTION
 SY0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0463_SP_SET: DRIVEWAY
 SY0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0463
 SY0463  HISTORY     - Date     Condition        Report By
 SY0463  HISTORY     - 1957     MONUMENTED       WAHC
 SY0463  HISTORY     - 1958     GOOD             CGS
 SY0463  HISTORY     - 1962     GOOD             CGS
 SY0463  HISTORY     - 1965     SEE DESCRIPTION  WAHC
 SY0463
 SY0463                          STATION DESCRIPTION
 SY0463
 SY0463'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0463'THE STATION IS IN THE SOUTHERN PART OF SEATTLE JUST WEST OF THE
 SY0463'INTERSECTION OF 13 AVENUE SOUTH AND ORCAS STREET, ABOUT 3 BLOCKS
 SY0463'SOUTHWEST OF THE GROVER CLEVELAND HIGH SCHOOL AND ON A HIGH BANK
 SY0463'ABOVE SEVERAL RAILROAD TRACKS.  THE STATION MARK IS A STEEL PIN
 SY0463'SET FLUSH IN A CONCRETE DRIVEWAY OF A GARAGE AT THE REAR OF A
 SY0463'HOUSE, NUMBER 5721-13 AVENUE SOUTH.  THE PIN IS 15 FEET
 SY0463'SOUTHWEST OF THE NORTHWEST CORNER OF THE GARAGE AND 11.5 FEET
 SY0463'NORTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE.
 SY0463'
 SY0463'TO REACH THE STATION FROM THE INTERSECTION OF AIRPORT WAY AND
 SY0463'LUCILE STREET, GO EAST ON LUCILE STREET TO 13 AVENUE SOUTH.  TURN
 SY0463'RIGHT AND GO SOUTH ON 13 AVENUE TO THE INTERSECTION OF ORCAS
 SY0463'STREET, BOTH THE AVENUE AND THE STREET ARE AT DEAD ENDS AT THIS
 SY0463'POINT.  TURN RIGHT AND GO WEST AND THEN NORTH ON A TRACK ROAD TO
 SY0463'THE REAR OF THE HOUSE AND THE STATION.
 SY0463
 SY0463                          STATION RECOVERY (1958)
 SY0463
 SY0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0463'IN SEATTLE.
 SY0463'AT SEATTLE, KING COUNTY, IN THE SOUTHERN PART, JUST WEST OF THE
 SY0463'INTERSECTION OF 13TH AVENUE SOUTH AND ORCAS STREET, ABOUT 3 BLOCK
 SY0463'SOUTHWEST OF THE GROVER CLEVELAND HIGH SCHOOL, ON A HIGH BANK ABOVE
 SY0463'SEVERAL RAILROAD TRACKS, AT THE REAR OF HOUSE NUMBER 5721-13TH AVENUE
 SY0463'SOUTH, 15 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, 11.5
 SY0463'FEET NORTHWEST OF THE SOUTHWEST CORNER, AND IN THE DRIVEWAY.  A STEEL
 SY0463'PIN SET FLUSH WITH THE CONCRETE.  NOTE-- THIS MARK MAY BE REACHED FROM
 SY0463'THE INTERSECTION OF AIRPORT WAY AND LUCILE STREET, GO EAST ON LUCILE
 SY0463'STREET TO 13TH AVENUE SOUTH.  TURN RIGHT AND GO SOUTH ON 13TH AVENUE
 SY0463'TO THE INTERSECTION OF ORCAS STREET, BOTH THE AVENUE AND THE STREET
 SY0463'ARE AT DEAD ENDS AT THIS POINT.  TURN RIGHT AND GO WEST AND THEN NORTH
 SY0463'ON A TRACK ROAD TO THE REAR OF THE HOUSE AND THE STATION.
 SY0463
 SY0463                          STATION RECOVERY (1962)
 SY0463
 SY0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0463'RECOVERED IN GOOD CONDITION.
 SY0463
 SY0463                          STATION RECOVERY (1965)
 SY0463
 SY0463'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1965
 SY0463'STATION DESTROYED, EITHER REMOVED OR COVERED BY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1706 ***********************************************************************
 RC1706  DESIGNATION -  12 WF
 RC1706  PID         -  RC1706
 RC1706  STATE/COUNTY-  WA/KLICKITAT
 RC1706  USGS QUAD   -  QUIGLEY BUTTE (1983)
 RC1706
 RC1706                         *CURRENT SURVEY CONTROL
 RC1706  ___________________________________________________________________
 RC1706* NAD 83(1986)-  45 57 51.     (N)    121 29 28.     (W)     SCALED    
 RC1706* NAVD 88     -       526.469  (meters)    1727.26   (feet)  ADJUSTED  
 RC1706  ___________________________________________________________________
 RC1706  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 RC1706  DYNAMIC HT  -         526.437 (meters)    1727.15  (feet)  COMP
 RC1706  MODELED GRAV-     980,537.6   (mgal)                       NAVD 88
 RC1706
 RC1706  VERT ORDER  -  SECOND    CLASS 0
 RC1706
 RC1706.The horizontal coordinates were scaled from a topographic map and have
 RC1706.an estimated accuracy of +/- 6 seconds.
 RC1706
 RC1706.The orthometric height was determined by differential leveling
 RC1706.and adjusted by the National Geodetic Survey in June 1991..
 RC1706
 RC1706.The geoid height was determined by GEOID03.
 RC1706
 RC1706.The dynamic height is computed by dividing the NAVD 88
 RC1706.geopotential number by the normal gravity value computed on the
 RC1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1706.degrees latitude (g = 980.6199 gals.).
 RC1706
 RC1706.The modeled gravity was interpolated from observed gravity values.
 RC1706
 RC1706;                    North         East    Units  Estimated Accuracy
 RC1706;SPC WA S     -    70,600.      423,180.      MT  (+/- 180 meters Scaled)
 RC1706
 RC1706                          SUPERSEDED SURVEY CONTROL
 RC1706
 RC1706  NGVD 29 (??/??/92)  525.423  (m)         1723.83   (f) ADJ UNCH    2 0
 RC1706
 RC1706.Superseded values are not recommended for survey control.
 RC1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1706.See file dsdata.txt to determine how the superseded data were derived.
 RC1706
 RC1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR169911(NAD 83)
 RC1706_MARKER: DD = SURVEY DISK
 RC1706_SETTING: 66 = SET IN ROCK OUTCROP
 RC1706_SP_SET: OUTCROP
 RC1706_STAMPING: 12 WF 1955 1724
 RC1706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1706+STABILITY: POSITION/ELEVATION WELL
 RC1706
 RC1706  HISTORY     - Date     Condition        Report By
 RC1706  HISTORY     - 1955     MONUMENTED       USGS
 RC1706  HISTORY     - 1956     GOOD             NGS
 RC1706
 RC1706                          STATION DESCRIPTION
 RC1706
 RC1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1706'3.6 MI SE FROM TROUT LAKE.
 RC1706'3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 8-D FROM THE MOUNT ADAMS
 RC1706'RANGER STATION AT TRUT LAKE, IN T6N R10E S36, ABOUT 500 FEET NORTH OF
 RC1706'A ROCK QUARRY, NEAR THE WEST CORNER OF A FENCE AROUND A HIGHWAY
 RC1706'MATERIAL STOCKPILE, IN THE TOP OF A MOUND OF LAVA OIUTCROP, 65 FEET
 RC1706'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET WEST OF A FENCE
 RC1706'CORNER POST, 9 FEET NORTHWEST OF THE FENCE, AND ABOUT 4 1/2 FEET
 RC1706'HIGHER THAN THE HIGHWAY.  NOTE-- THE NORTHEAST SIDE OF THE OUTCROP IS
 RC1706'MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS U.S.B.M. 1724.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4246 ***********************************************************************
 RD4246  DESIGNATION -  12019
 RD4246  PID         -  RD4246
 RD4246  STATE/COUNTY-  WA/CLARK
 RD4246  USGS QUAD   -  MOUNT TABOR (1990)
 RD4246
 RD4246                         *CURRENT SURVEY CONTROL
 RD4246  ___________________________________________________________________
 RD4246* NAD 83(1986)-  45 37 12.     (N)    122 32 55.     (W)     SCALED    
 RD4246* NAVD 88     -        94.634  (meters)     310.48   (feet)  ADJUSTED  
 RD4246  ___________________________________________________________________
 RD4246  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 RD4246  DYNAMIC HT  -          94.634 (meters)     310.48  (feet)  COMP
 RD4246  MODELED GRAV-     980,615.0   (mgal)                       NAVD 88
 RD4246
 RD4246  VERT ORDER  -  SECOND    CLASS II
 RD4246
 RD4246.The horizontal coordinates were scaled from a topographic map and have
 RD4246.an estimated accuracy of +/- 6 seconds.
 RD4246
 RD4246.The orthometric height was determined by differential leveling
 RD4246.and adjusted by the National Geodetic Survey in April 1995..
 RD4246
 RD4246.The geoid height was determined by GEOID03.
 RD4246
 RD4246.The dynamic height is computed by dividing the NAVD 88
 RD4246.geopotential number by the normal gravity value computed on the
 RD4246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4246.degrees latitude (g = 980.6199 gals.).
 RD4246
 RD4246.The modeled gravity was interpolated from observed gravity values.
 RD4246
 RD4246;                    North         East    Units  Estimated Accuracy
 RD4246;SPC WA S     -    33,940.      340,230.      MT  (+/- 180 meters Scaled)
 RD4246
 RD4246                          SUPERSEDED SURVEY CONTROL
 RD4246
 RD4246  NGVD 29 (03/17/92)   93.585  (m)          307.04   (f) ADJUSTED    2 2
 RD4246
 RD4246.Superseded values are not recommended for survey control.
 RD4246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4246.See file dsdata.txt to determine how the superseded data were derived.
 RD4246
 RD4246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER351519(NAD 83)
 RD4246_MARKER: DB = BENCH MARK DISK
 RD4246_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4246_SP_SET: IN CONCRETE CURB
 RD4246_STAMPING: 12019   1989
 RD4246_MARK LOGO: WA-011
 RD4246_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4246+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 RD4246
 RD4246  HISTORY     - Date     Condition        Report By
 RD4246  HISTORY     - 1989     MONUMENTED       WA-011
 RD4246  HISTORY     - 20040311 MARK NOT FOUND   USPSQD
 RD4246  HISTORY     - 20050515 GOOD             USPSQD
 RD4246  HISTORY     - 20060523 GOOD             USPSQD
 RD4246  HISTORY     - 20060601 GOOD             USPSQD
 RD4246
 RD4246                          STATION DESCRIPTION
 RD4246
 RD4246'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4246'ALONG SE MILL PLAIN BLVD., ON SOUTH SIDE OF ROAD, .48 KM (0.30 MI)
 RD4246'EAST OF INTERSECTION OF MILL PLAIN AND CHKALOV, 82 FT. WEST OF CURB
 RD4246'DROP AT DRIVEWAY TO U.S. BANK BLDG. (12019 MILL PLAIN), 45.5 FT. WEST
 RD4246'OF TELEPHONE RISER NUMBER 12019, 35 FT (10.7 M) WEST OF PUD POLE A22
 RD4246'84 4E 78, IN CONCRETE CURB, SET 2 INCH DOMED BRASS DISK.
 RD4246
 RD4246                          STATION RECOVERY (2004)
 RD4246
 RD4246'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4246'MARK NOT FOUND.
 RD4246
 RD4246                          STATION RECOVERY (2005)
 RD4246
 RD4246'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4246'BANK IS NOW UMPQUA BANK
 RD4246
 RD4246                          STATION RECOVERY (2006)
 RD4246
 RD4246'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4246'RECOVERED IN GOOD CONDITION.
 RD4246
 RD4246                          STATION RECOVERY (2006)
 RD4246
 RD4246'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4246'MARK RECOVERED AS DESCRIBED. 2ND MARK,  ALSO 2IN BRASS DISK,  LOCATED
 RD4246'WITH NO DESCRIPTION IN THE CURB  8 FT 6 IN NW OF THE SAME POWER POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0126 ***********************************************************************
 SX0126  DESIGNATION -  1202.64
 SX0126  PID         -  SX0126
 SX0126  STATE/COUNTY-  WA/DOUGLAS
 SX0126  USGS QUAD   -  ROCK ISLAND (1975)
 SX0126
 SX0126                         *CURRENT SURVEY CONTROL
 SX0126  ___________________________________________________________________
 SX0126* NAD 83(1986)-  47 23 53.     (N)    120 12 53.     (W)     SCALED    
 SX0126* NAVD 88     -       367.333  (meters)    1205.16   (feet)  ADJUSTED  
 SX0126  ___________________________________________________________________
 SX0126  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SX0126  DYNAMIC HT  -         367.369 (meters)    1205.28  (feet)  COMP
 SX0126  MODELED GRAV-     980,700.7   (mgal)                       NAVD 88
 SX0126
 SX0126  VERT ORDER  -  FIRST     CLASS II
 SX0126
 SX0126.This mark is at Pangborn Mem Airport (EAT)
 SX0126
 SX0126.The horizontal coordinates were scaled from a topographic map and have
 SX0126.an estimated accuracy of +/- 6 seconds.
 SX0126
 SX0126.The orthometric height was determined by differential leveling
 SX0126.and adjusted by the National Geodetic Survey in June 1991..
 SX0126
 SX0126.The geoid height was determined by GEOID03.
 SX0126
 SX0126.The dynamic height is computed by dividing the NAVD 88
 SX0126.geopotential number by the normal gravity value computed on the
 SX0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0126.degrees latitude (g = 980.6199 gals.).
 SX0126
 SX0126.The modeled gravity was interpolated from observed gravity values.
 SX0126
 SX0126;                    North         East    Units  Estimated Accuracy
 SX0126;SPC WA N     -    44,450.      546,700.      MT  (+/- 180 meters Scaled)
 SX0126
 SX0126                          SUPERSEDED SURVEY CONTROL
 SX0126
 SX0126  NGVD 29 (??/??/92)  366.204  (m)         1201.45   (f) ADJ UNCH    1 2
 SX0126
 SX0126.Superseded values are not recommended for survey control.
 SX0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0126.See file dsdata.txt to determine how the superseded data were derived.
 SX0126
 SX0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT101531(NAD 83)
 SX0126_MARKER: DD = SURVEY DISK
 SX0126_SETTING: 0 = UNSPECIFIED SETTING
 SX0126_STAMPING: EL 1202.64 R 3 8+45
 SX0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0126
 SX0126  HISTORY     - Date     Condition        Report By
 SX0126  HISTORY     - UNK      MONUMENTED       DOD
 SX0126  HISTORY     - 1953     GOOD             NGS
 SX0126  HISTORY     - 19960801 MARK NOT FOUND   CHANCE
 SX0126
 SX0126                          STATION DESCRIPTION
 SX0126
 SX0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SX0126'5.3 MI SE FROM WENATCHEE.
 SX0126'AT PANGBORN AIRPORT, 25 FEET EAST OF THE WEST END OF THE EAST-AND-WEST
 SX0126'RUNWAY, ON THE CENTERLINE, AND IN THE TOP OF THE ASPHALT PAVEMENT.
 SX0126
 SX0126                          STATION RECOVERY (1996)
 SX0126
 SX0126'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SX0126'THE STATION WAS NOT RECOVERED AUG 1, 1996.  THE MONUMENT LOCATION HAS
 SX0126'BEEN COVERED BY A NEW LAYER OF ASPHALT ON THE RUNWAY.  MONUMENT SEARCH
 SX0126'LASTED 0.25 MAN-HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0012 ***********************************************************************
 SC0012  DESIGNATION -  1210
 SC0012  PID         -  SC0012
 SC0012  STATE/COUNTY-  WA/PIERCE
 SC0012  USGS QUAD   -  ELBE (1993)
 SC0012
 SC0012                         *CURRENT SURVEY CONTROL
 SC0012  ___________________________________________________________________
 SC0012* NAD 83(1986)-  46 45 46.     (N)    122 11 31.     (W)     SCALED    
 SC0012* NAVD 88     -       370.136  (meters)    1214.35   (feet)  ADJUSTED  
 SC0012  ___________________________________________________________________
 SC0012  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 SC0012  DYNAMIC HT  -         370.148 (meters)    1214.39  (feet)  COMP
 SC0012  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 SC0012
 SC0012  VERT ORDER  -  SECOND    CLASS 0
 SC0012
 SC0012.The horizontal coordinates were scaled from a topographic map and have
 SC0012.an estimated accuracy of +/- 6 seconds.
 SC0012
 SC0012.The orthometric height was determined by differential leveling
 SC0012.and adjusted by the National Geodetic Survey in June 1991..
 SC0012
 SC0012.The geoid height was determined by GEOID03.
 SC0012
 SC0012.The dynamic height is computed by dividing the NAVD 88
 SC0012.geopotential number by the normal gravity value computed on the
 SC0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0012.degrees latitude (g = 980.6199 gals.).
 SC0012
 SC0012.The modeled gravity was interpolated from observed gravity values.
 SC0012
 SC0012;                    North         East    Units  Estimated Accuracy
 SC0012;SPC WA S     -   160,270.      370,770.      MT  (+/- 180 meters Scaled)
 SC0012
 SC0012                          SUPERSEDED SURVEY CONTROL
 SC0012
 SC0012  NGVD 29 (??/??/92)  369.071  (m)         1210.86   (f) ADJ UNCH    2 0
 SC0012
 SC0012.Superseded values are not recommended for survey control.
 SC0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0012.See file dsdata.txt to determine how the superseded data were derived.
 SC0012
 SC0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES617791(NAD 83)
 SC0012_MARKER: P = PIPE CAP
 SC0012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC0012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SC0012_STAMPING: 1210 1910
 SC0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0012
 SC0012  HISTORY     - Date     Condition        Report By
 SC0012  HISTORY     - 1910     MONUMENTED       USGS
 SC0012  HISTORY     - 1961     GOOD             NGS
 SC0012
 SC0012                          STATION DESCRIPTION
 SC0012
 SC0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SC0012'IN ELBE.
 SC0012'AT ELBE, PIERCE COUNTY, ON STATE HIGHWAY 5, AT THE CROSSING OF THE
 SC0012'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 5 RAILS NORTH OF
 SC0012'THE RAILROAD STATION, 3-1/4 RAILS NORTH OF RAILROAD MILEPOST 47, 52
 SC0012'FEET EAST OF THE MAIN-LINE TRACK, 54 FEET WEST OF THE CENTERLINE OF
 SC0012'THE HIGHWAY, AND 3 FEET NORTH OF A CROSSING-WARNING SIGN, AND 19 FEET
 SC0012'WEST OF A TELEPHONE POLE.  A U.S.G.S. STANDARD CAP, STAMPED 1210 1910
 SC0012'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0125 ***********************************************************************
 SX0125  DESIGNATION -  1211.61
 SX0125  PID         -  SX0125
 SX0125  STATE/COUNTY-  WA/DOUGLAS
 SX0125  USGS QUAD   -  ROCK ISLAND (1975)
 SX0125
 SX0125                         *CURRENT SURVEY CONTROL
 SX0125  ___________________________________________________________________
 SX0125* NAD 83(1986)-  47 23 54.     (N)    120 12 43.     (W)     SCALED    
 SX0125* NAVD 88     -       370.069  (meters)    1214.13   (feet)  ADJUSTED  
 SX0125  ___________________________________________________________________
 SX0125  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SX0125  DYNAMIC HT  -         370.105 (meters)    1214.25  (feet)  COMP
 SX0125  MODELED GRAV-     980,699.2   (mgal)                       NAVD 88
 SX0125
 SX0125  VERT ORDER  -  FIRST     CLASS II
 SX0125
 SX0125.This mark is at Pangborn Mem Airport (EAT)
 SX0125
 SX0125.The horizontal coordinates were scaled from a topographic map and have
 SX0125.an estimated accuracy of +/- 6 seconds.
 SX0125
 SX0125.The orthometric height was determined by differential leveling
 SX0125.and adjusted by the National Geodetic Survey in June 1991..
 SX0125
 SX0125.The geoid height was determined by GEOID03.
 SX0125
 SX0125.The dynamic height is computed by dividing the NAVD 88
 SX0125.geopotential number by the normal gravity value computed on the
 SX0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0125.degrees latitude (g = 980.6199 gals.).
 SX0125
 SX0125.The modeled gravity was interpolated from observed gravity values.
 SX0125
 SX0125;                    North         East    Units  Estimated Accuracy
 SX0125;SPC WA N     -    44,480.      546,910.      MT  (+/- 180 meters Scaled)
 SX0125
 SX0125                          SUPERSEDED SURVEY CONTROL
 SX0125
 SX0125  NGVD 29 (??/??/92)  368.939  (m)         1210.43   (f) ADJ UNCH    1 2
 SX0125
 SX0125.Superseded values are not recommended for survey control.
 SX0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0125.See file dsdata.txt to determine how the superseded data were derived.
 SX0125
 SX0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT103532(NAD 83)
 SX0125_MARKER: DD = SURVEY DISK
 SX0125_SETTING: 0 = UNSPECIFIED SETTING
 SX0125_STAMPING: EL 1211.61 R 1 21+53 59 R 3 14+8955
 SX0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0125
 SX0125  HISTORY     - Date     Condition        Report By
 SX0125  HISTORY     - UNK      MONUMENTED       DOD
 SX0125  HISTORY     - 1953     GOOD             NGS
 SX0125  HISTORY     - 19960801 MARK NOT FOUND   CHANCE
 SX0125
 SX0125                          STATION DESCRIPTION
 SX0125
 SX0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SX0125'5.3 MI SE FROM WENATCHEE.
 SX0125'AT PANGBORN AIRPORT, AT THE INTERSECTION OF THE CENTERLINES OF THE
 SX0125'NORTH-AND-SOUTH RUNWAY AND THE EAST-AND-WEST RUNWAY, AND IN THE TOP OF
 SX0125'THE ASPHALT PAVEMENT.
 SX0125
 SX0125                          STATION RECOVERY (1996)
 SX0125
 SX0125'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SX0125'THE STATION WAS NOT RECOVERED AUG 1, 1996.  THE MONUMENT LOCATION HAS
 SX0125'BEEN COVERED BY A NEW LAYER OF ASPHALT ON THE RUNWAY.  MONUMENT SEARCH
 SX0125'LASTED 0.25 MAN-HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1213 ***********************************************************************
 SA1213  DESIGNATION -  1213
 SA1213  PID         -  SA1213
 SA1213  STATE/COUNTY-  WA/YAKIMA
 SA1213  USGS QUAD   -  SAGEBRUSH RIDGE (1979)
 SA1213
 SA1213                         *CURRENT SURVEY CONTROL
 SA1213  ___________________________________________________________________
 SA1213* NAD 83(1986)-  46 19 52.     (N)    119 52 24.     (W)     SCALED    
 SA1213* NAVD 88     -       370.471  (meters)    1215.45   (feet)  ADJUSTED  
 SA1213  ___________________________________________________________________
 SA1213  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SA1213  DYNAMIC HT  -         370.477 (meters)    1215.47  (feet)  COMP
 SA1213  MODELED GRAV-     980,619.1   (mgal)                       NAVD 88
 SA1213
 SA1213  VERT ORDER  -  SECOND    CLASS 0
 SA1213
 SA1213.The horizontal coordinates were scaled from a topographic map and have
 SA1213.an estimated accuracy of +/- 6 seconds.
 SA1213
 SA1213.The orthometric height was determined by differential leveling
 SA1213.and adjusted by the National Geodetic Survey in June 1991..
 SA1213
 SA1213.The geoid height was determined by GEOID03.
 SA1213
 SA1213.The dynamic height is computed by dividing the NAVD 88
 SA1213.geopotential number by the normal gravity value computed on the
 SA1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1213.degrees latitude (g = 980.6199 gals.).
 SA1213
 SA1213.The modeled gravity was interpolated from observed gravity values.
 SA1213
 SA1213;                    North         East    Units  Estimated Accuracy
 SA1213;SPC WA S     -   111,090.      548,250.      MT  (+/- 180 meters Scaled)
 SA1213
 SA1213                          SUPERSEDED SURVEY CONTROL
 SA1213
 SA1213  NGVD 29 (??/??/92)  369.415  (m)         1211.99   (f) ADJ UNCH    2 0
 SA1213
 SA1213.Superseded values are not recommended for survey control.
 SA1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1213.See file dsdata.txt to determine how the superseded data were derived.
 SA1213
 SA1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM788348(NAD 83)
 SA1213_MARKER: P = PIPE CAP
 SA1213_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1213_SP_SET: CAP DRIVEN IN THE GROUND
 SA1213_STAMPING: 1213 WASH 1213 1915
 SA1213_MARK LOGO: USGS  
 SA1213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SA1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1213+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1991
 SA1213
 SA1213  HISTORY     - Date     Condition        Report By
 SA1213  HISTORY     - 1915     MONUMENTED       USGS
 SA1213  HISTORY     - 1949     GOOD             NGS
 SA1213  HISTORY     - 19910805 GOOD             WA-077
 SA1213
 SA1213                          STATION DESCRIPTION
 SA1213
 SA1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1213'7.2 MI E FROM SUNNYSIDE.
 SA1213'1.8 MILES NORTHEAST ALONG THE HANFORD ROAD FROM THE NORTHERN PACIFIC
 SA1213'RAILWAY STATION AT SUNNYSIDE, THENCE 5.4 MILES EAST ALONG A COUNTY
 SA1213'ROAD, AT THE YAKIMA-BENTON COUNTY LINE, 0.5 MILES EAST OF A SMALL
 SA1213'BRICK FARMHOUSE, AT THE JUNCTION OF A TRACK ROAD LEADING SOUTH, 107
 SA1213'FEET EAST OF POWER LINE POLE NO. MG/24/2/A, 36 FEET EAST OF THE CENTER
 SA1213'LINE OF THE TRACK ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 SA1213'1.2 FEET NORTH OF A WITNESS POST, A BRONZE CAP RIVETED ON TOP OF A 3
 SA1213'1/2-INCH IRON PIPE.
 SA1213
 SA1213                          STATION RECOVERY (1991)
 SA1213
 SA1213'RECOVERY NOTE BY YAKIMA COUNTY WASHINGTON 1991
 SA1213'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF THE NORTHWEST
 SA1213'QUARTER OF SECTION 30, TOWNSHIP 10 NORTH, RANGE 24 EAST, WILLAMETTE
 SA1213'MERIDIAN.
 SA1213'FROM THE US POST OFFICE AT 116 AVENUE B, GRANDVIEW, WASHINGTON
 SA1213'(98930).  GO NORTH ON AVENUE B FOR 500 FT (152.4 M) TO THE
 SA1213'INTERSECTION OF EAST MAIN (YAKIMA VALLEY HWY).  TURN RIGHT AND GO
 SA1213'EAST-SOUTHEAST ON EAST MAIN STREET (YAKIMA VALLEY HWY) FOR 1.25 MI
 SA1213'(2.01 KM) TO THE INTERSECTION OF MCCREADIE ROAD.  TURN LEFT AND GO
 SA1213'EAST-NORTHEAST ON MCCREADIE ROAD FOR 0.50 MI (0.80 KM) TO THE
 SA1213'INTERSECTON OF NORTH COUNTY LINE ROAD.  TURN LEFT AND GO NORTH ON
 SA1213'NORTH COUNTY LINE ROAD FOR 5.20 MI (8.37 KM) TO THE INTERSECTION OF
 SA1213'SHELLER ROAD AND THE STATION.
 SA1213'THE MARK IS A 4 INCH U.S. GEOLOGICAL SURVEY 1915 BRASS CAP 1.3 FT
 SA1213'(0.4 M) ABOVE SURFACE.  LOCATED 42 FT (12.8 M) EAST OF CENTERLINE OF
 SA1213'NORTH COUNTY LINE ROAD, 35 FT (10.7 M) SOUTH OF CENTERLINE OF SHELLER
 SA1213'ROAD, 4.70 FT (1.43 M) SOUTHWEST OF NAIL IN CORNER FENCE POST, 71.60
 SA1213'FT (21.82 M) SOUTHEAST OF NAIL IN POWER POLE, 61.11 FT (18.63 M)
 SA1213'SOUTHEAST OF 2 1/2 INCH BUREAU OF RECLAMATION 1938 BRASS CAP 1.6 FT
 SA1213'(0.5 M) BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0684 ***********************************************************************
 SA0684  DESIGNATION -  1214 RESET 1959
 SA0684  PID         -  SA0684
 SA0684  STATE/COUNTY-  WA/ADAMS
 SA0684  USGS QUAD   -  BRUCE (1978)
 SA0684
 SA0684                         *CURRENT SURVEY CONTROL
 SA0684  ___________________________________________________________________
 SA0684* NAD 83(1986)-  46 47 42.     (N)    119 01 00.     (W)     SCALED    
 SA0684* NAVD 88     -       371.13   (meters)    1217.6    (feet)  RESET     
 SA0684  ___________________________________________________________________
 SA0684  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 SA0684
 SA0684  VERT ORDER  -  THIRD
 SA0684
 SA0684.The horizontal coordinates were scaled from a topographic map and have
 SA0684.an estimated accuracy of +/- 6 seconds.
 SA0684
 SA0684.The orthometric height was computed from unverified reset data.
 SA0684.No vertical observational check was made to the station.
 SA0684
 SA0684.The geoid height was determined by GEOID03.
 SA0684
 SA0684;                    North         East    Units  Estimated Accuracy
 SA0684;SPC WA S     -   163,530.      613,230.      MT  (+/- 180 meters Scaled)
 SA0684
 SA0684                          SUPERSEDED SURVEY CONTROL
 SA0684
 SA0684  NGVD 29 (??/??/??)  370.01   (m)         1213.9    (f) RESET       3  
 SA0684
 SA0684.Superseded values are not recommended for survey control.
 SA0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0684.See file dsdata.txt to determine how the superseded data were derived.
 SA0684
 SA0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM460843(NAD 83)
 SA0684_MARKER: P = PIPE CAP
 SA0684_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0684_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0684_STAMPING: 1214 RESET 1959
 SA0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0684
 SA0684  HISTORY     - Date     Condition        Report By
 SA0684  HISTORY     - 1959     MONUMENTED       WAHC
 SA0684  HISTORY     - 1960     GOOD             NGS
 SA0684
 SA0684                          STATION DESCRIPTION
 SA0684
 SA0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SA0684'12.9 MI S FROM WEST WARDEN.
 SA0684'THE MARK IS LOCATED ABOUT 12.9 MILES SOUTH ALONG THE NORTHERN PACIFIC
 SA0684'RAILWAY FROM WEST WARDEN, GRANT COUNTY, AT HAMLET SIDING (KOREN), AT
 SA0684'THE NORTH SIDE OF SECTION 14, T15N, R 30 E.  AT TOE OF FILL UNDER
 SA0684'OVERCROSSING OF S.S.H. NO. 7-C OVER THE RAILWAY.  SIX FEET NORTH OF
 SA0684'THE CENTERLINE OF BRIDGE, 39 FEET WEST OF THE CENTERLINE OF THE TRACK,
 SA0684'TWO FEET WEST OF A 4 BY 4 INCH WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0739 ***********************************************************************
 SW0739  DESIGNATION -  1215
 SW0739  PID         -  SW0739
 SW0739  STATE/COUNTY-  WA/GRANT
 SW0739  USGS QUAD   -  WINCHESTER NE (1966)
 SW0739
 SW0739                         *CURRENT SURVEY CONTROL
 SW0739  ___________________________________________________________________
 SW0739* NAD 83(1986)-  47 09 45.     (N)    119 37 07.     (W)     SCALED    
 SW0739* NAVD 88     -       371.33   (+/-2cm)    1218.3    (feet)  VERTCON   
 SW0739  ___________________________________________________________________
 SW0739  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SW0739
 SW0739  VERT ORDER  -  ? (See Below)
 SW0739
 SW0739.The horizontal coordinates were scaled from a topographic map and have
 SW0739.an estimated accuracy of +/- 6 seconds.
 SW0739
 SW0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0739.The vertical order pertains to the NGVD 29 superseded value.
 SW0739
 SW0739.The geoid height was determined by GEOID03.
 SW0739
 SW0739;                    North         East    Units  Estimated Accuracy
 SW0739;SPC WA S     -   203,690.      566,830.      MT  (+/- 180 meters Scaled)
 SW0739
 SW0739                          SUPERSEDED SURVEY CONTROL
 SW0739
 SW0739  NGVD 29 (??/??/92)  370.213  (m)         1214.61   (f) ADJ UNCH    ?  
 SW0739
 SW0739.Superseded values are not recommended for survey control.
 SW0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0739.See file dsdata.txt to determine how the superseded data were derived.
 SW0739
 SW0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN015265(NAD 83)
 SW0739_MARKER: P = PIPE CAP
 SW0739_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0739_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0739_STAMPING: WASH. 1915
 SW0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0739
 SW0739  HISTORY     - Date     Condition        Report By
 SW0739  HISTORY     - 1915     MONUMENTED       BOR
 SW0739  HISTORY     - 1935     GOOD             NGS
 SW0739  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0739
 SW0739                          STATION DESCRIPTION
 SW0739
 SW0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0739'3 MI W FROM MORRISON.
 SW0739'3 MILES WEST ALONG A ROAD FROM MORRISON, GRANT COUNTY, AT CROSSROADS
 SW0739'AND SECTION CORNERS 1, 6, 12, AND 7, T. 19., RS. 25 AND 26 E.  A
 SW0739'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED WASH. 1915
 SW0739'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 SW0739
 SW0739                          STATION RECOVERY (1968)
 SW0739
 SW0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0124 ***********************************************************************
 SX0124  DESIGNATION -  1217.21
 SX0124  PID         -  SX0124
 SX0124  STATE/COUNTY-  WA/DOUGLAS
 SX0124  USGS QUAD   -  ROCK ISLAND (1975)
 SX0124
 SX0124                         *CURRENT SURVEY CONTROL
 SX0124  ___________________________________________________________________
 SX0124* NAD 83(1986)-  47 24 10.     (N)    120 12 47.     (W)     SCALED    
 SX0124* NAVD 88     -       371.776  (meters)    1219.74   (feet)  ADJUSTED  
 SX0124  ___________________________________________________________________
 SX0124  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 SX0124  DYNAMIC HT  -         371.812 (meters)    1219.85  (feet)  COMP
 SX0124  MODELED GRAV-     980,700.6   (mgal)                       NAVD 88
 SX0124
 SX0124  VERT ORDER  -  FIRST     CLASS II
 SX0124
 SX0124.This mark is at Pangborn Mem Airport (EAT)
 SX0124
 SX0124.The horizontal coordinates were scaled from a topographic map and have
 SX0124.an estimated accuracy of +/- 6 seconds.
 SX0124
 SX0124.The orthometric height was determined by differential leveling
 SX0124.and adjusted by the National Geodetic Survey in June 1991..
 SX0124
 SX0124.The geoid height was determined by GEOID03.
 SX0124
 SX0124.The dynamic height is computed by dividing the NAVD 88
 SX0124.geopotential number by the normal gravity value computed on the
 SX0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0124.degrees latitude (g = 980.6199 gals.).
 SX0124
 SX0124.The modeled gravity was interpolated from observed gravity values.
 SX0124
 SX0124;                    North         East    Units  Estimated Accuracy
 SX0124;SPC WA N     -    44,970.      546,820.      MT  (+/- 180 meters Scaled)
 SX0124
 SX0124                          SUPERSEDED SURVEY CONTROL
 SX0124
 SX0124  NGVD 29 (??/??/92)  370.646  (m)         1216.03   (f) ADJ UNCH    1 2
 SX0124
 SX0124.Superseded values are not recommended for survey control.
 SX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0124.See file dsdata.txt to determine how the superseded data were derived.
 SX0124
 SX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT102536(NAD 83)
 SX0124_MARKER: DD = SURVEY DISK
 SX0124_SETTING: 0 = UNSPECIFIED SETTING
 SX0124_STAMPING: EL 1217.21 R 1 37+94 R 2 39+2457
 SX0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0124
 SX0124  HISTORY     - Date     Condition        Report By
 SX0124  HISTORY     - UNK      MONUMENTED       DOD
 SX0124  HISTORY     - 1953     GOOD             NGS
 SX0124  HISTORY     - 1962     GOOD             NGS
 SX0124  HISTORY     - 19960801 MARK NOT FOUND   CHANCE
 SX0124
 SX0124                          STATION DESCRIPTION
 SX0124
 SX0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SX0124'5.3 MI SE FROM WENATCHEE.
 SX0124'AT PANGBORN AIRPORT, AT THE INTERSECTION OF THE CENTERLINES OF THE
 SX0124'NORTH-AND-SOUTH RUNWAY AND THE NORTHWEST-AND-SOUTHEAST RUNWAY, AND IN
 SX0124'THE TOP OF THE ASPHALT PAVEMENT.
 SX0124
 SX0124                          STATION RECOVERY (1962)
 SX0124
 SX0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SX0124'RECOVERED IN GOOD CONDITION.
 SX0124
 SX0124                          STATION RECOVERY (1996)
 SX0124
 SX0124'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SX0124'THE STATION WAS NOT RECOVERED AUG 1, 1996.  THE MONUMENT LOCATION HAS
 SX0124'BEEN COVERED BY A NEW LAYER OF ASPHALT ON THE RUNWAY.  MONUMENT SEARCH
 SX0124'LASTED 0.25 MAN-HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0123 ***********************************************************************
 SX0123  DESIGNATION -  1219.50
 SX0123  PID         -  SX0123
 SX0123  STATE/COUNTY-  WA/DOUGLAS
 SX0123  USGS QUAD   -  ROCK ISLAND (1975)
 SX0123
 SX0123                         *CURRENT SURVEY CONTROL
 SX0123  ___________________________________________________________________
 SX0123* NAD 83(1986)-  47 24 16.     (N)    120 12 49.     (W)     SCALED    
 SX0123* NAVD 88     -       372.478  (meters)    1222.04   (feet)  ADJUSTED  
 SX0123  ___________________________________________________________________
 SX0123  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 SX0123  DYNAMIC HT  -         372.514 (meters)    1222.16  (feet)  COMP
 SX0123  MODELED GRAV-     980,701.1   (mgal)                       NAVD 88
 SX0123
 SX0123  VERT ORDER  -  FIRST     CLASS II
 SX0123
 SX0123.This mark is at Pangborn Mem Airport (EAT)
 SX0123
 SX0123.The horizontal coordinates were scaled from a topographic map and have
 SX0123.an estimated accuracy of +/- 6 seconds.
 SX0123
 SX0123.The orthometric height was determined by differential leveling
 SX0123.and adjusted by the National Geodetic Survey in June 1991..
 SX0123
 SX0123.The geoid height was determined by GEOID03.
 SX0123
 SX0123.The dynamic height is computed by dividing the NAVD 88
 SX0123.geopotential number by the normal gravity value computed on the
 SX0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0123.degrees latitude (g = 980.6199 gals.).
 SX0123
 SX0123.The modeled gravity was interpolated from observed gravity values.
 SX0123
 SX0123;                    North         East    Units  Estimated Accuracy
 SX0123;SPC WA N     -    45,160.      546,780.      MT  (+/- 180 meters Scaled)
 SX0123
 SX0123                          SUPERSEDED SURVEY CONTROL
 SX0123
 SX0123  NGVD 29 (??/??/92)  371.348  (m)         1218.33   (f) ADJ UNCH    1 2
 SX0123
 SX0123.Superseded values are not recommended for survey control.
 SX0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0123.See file dsdata.txt to determine how the superseded data were derived.
 SX0123
 SX0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT102538(NAD 83)
 SX0123_MARKER: DD = SURVEY DISK
 SX0123_SETTING: 0 = UNSPECIFIED SETTING
 SX0123_STAMPING: EL 1219.50 R 1 44.50
 SX0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0123
 SX0123  HISTORY     - Date     Condition        Report By
 SX0123  HISTORY     - UNK      MONUMENTED       DOD
 SX0123  HISTORY     - 1953     GOOD             NGS
 SX0123  HISTORY     - 19960801 MARK NOT FOUND   CHANCE
 SX0123
 SX0123                          STATION DESCRIPTION
 SX0123
 SX0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SX0123'5.3 MI SE FROM WENATCHEE.
 SX0123'AT PANGBORN AIRPORT, 25 FEET SOUTH OF THE NORTH END OF THE
 SX0123'NORTH-AND-SOUTH RUNWAY, ON THE CENTERLINE, AND IN THE TOP OF THE
 SX0123'ASPHALT PAVEMENT.
 SX0123
 SX0123                          STATION RECOVERY (1996)
 SX0123
 SX0123'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SX0123'THE STATION WAS NOT RECOVERED AUG 1, 1996.  THE MONUMENT LOCATION HAS
 SX0123'BEEN COVERED BY A NEW LAYER OF ASPHALT ON THE TAXIWAY.  MONUMENT
 SX0123'SEARCH LASTED 0.25 MAN-HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0128 ***********************************************************************
 SX0128  DESIGNATION -  1221.54
 SX0128  PID         -  SX0128
 SX0128  STATE/COUNTY-  WA/DOUGLAS
 SX0128  USGS QUAD   -  ROCK ISLAND (1975)
 SX0128
 SX0128                         *CURRENT SURVEY CONTROL
 SX0128  ___________________________________________________________________
 SX0128* NAD 83(1986)-  47 23 53.     (N)    120 12 23.     (W)     SCALED    
 SX0128* NAVD 88     -       373.107  (meters)    1224.10   (feet)  ADJUSTED  
 SX0128  ___________________________________________________________________
 SX0128  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SX0128  DYNAMIC HT  -         373.142 (meters)    1224.22  (feet)  COMP
 SX0128  MODELED GRAV-     980,696.0   (mgal)                       NAVD 88
 SX0128
 SX0128  VERT ORDER  -  FIRST     CLASS II
 SX0128
 SX0128.This mark is at Pangborn Mem Airport (EAT)
 SX0128
 SX0128.The horizontal coordinates were scaled from a topographic map and have
 SX0128.an estimated accuracy of +/- 6 seconds.
 SX0128
 SX0128.The orthometric height was determined by differential leveling
 SX0128.and adjusted by the National Geodetic Survey in June 1991..
 SX0128
 SX0128.The geoid height was determined by GEOID03.
 SX0128
 SX0128.The dynamic height is computed by dividing the NAVD 88
 SX0128.geopotential number by the normal gravity value computed on the
 SX0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0128.degrees latitude (g = 980.6199 gals.).
 SX0128
 SX0128.The modeled gravity was interpolated from observed gravity values.
 SX0128
 SX0128;                    North         East    Units  Estimated Accuracy
 SX0128;SPC WA N     -    44,450.      547,330.      MT  (+/- 180 meters Scaled)
 SX0128
 SX0128                          SUPERSEDED SURVEY CONTROL
 SX0128
 SX0128  NGVD 29 (??/??/92)  371.976  (m)         1220.39   (f) ADJ UNCH    1 2
 SX0128
 SX0128.Superseded values are not recommended for survey control.
 SX0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0128.See file dsdata.txt to determine how the superseded data were derived.
 SX0128
 SX0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT107531(NAD 83)
 SX0128_MARKER: DD = SURVEY DISK
 SX0128_SETTING: 0 = UNSPECIFIED SETTING
 SX0128_STAMPING: EL 1221.54 R 2 16+30 R 3 28+70
 SX0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0128
 SX0128  HISTORY     - Date     Condition        Report By
 SX0128  HISTORY     - UNK      MONUMENTED       DOD
 SX0128  HISTORY     - 1953     GOOD             NGS
 SX0128  HISTORY     - 19960801 MARK NOT FOUND   CHANCE
 SX0128
 SX0128                          STATION DESCRIPTION
 SX0128
 SX0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SX0128'5.3 MI SE FROM WENATCHEE.
 SX0128'AT PANGBORN AIRPORT, 0.2 MILE SOUTH OF THE BEACON, AT THE INTERSECTION
 SX0128'OF THE CENTERLINES OF THE EAST-AND-WEST RUNWAY AND THE
 SX0128'NORTHWEST-AND-SOUTHEAST RUNWAY, AND IN THE TOP OF THE ASPHALT
 SX0128'PAVEMENT.
 SX0128
 SX0128                          STATION RECOVERY (1996)
 SX0128
 SX0128'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SX0128'THE STATION WAS NOT RECOVERED AUG 1, 1996.  THE MONUMENT LOCATION HAS
 SX0128'BEEN COVERED BY A NEW LAYER OF ASPHALT ON THE RUNWAY AND THE RUNWAY
 SX0128'HAS BEEN EXTENDED PAST THE ORIGINAL LOCATION.  MONUMENT SEARCH LASTED
 SX0128'0.25 MAN-HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0248 ***********************************************************************
 SA0248  DESIGNATION -  1224
 SA0248  PID         -  SA0248
 SA0248  STATE/COUNTY-  WA/WALLA WALLA
 SA0248  USGS QUAD   -  WAITSBURG (1967)
 SA0248
 SA0248                         *CURRENT SURVEY CONTROL
 SA0248  ___________________________________________________________________
 SA0248* NAD 83(1986)-  46 16 35.     (N)    118 12 05.     (W)     SCALED    
 SA0248* NAVD 88     -       374.125  (meters)    1227.44   (feet)  ADJUSTED  
 SA0248  ___________________________________________________________________
 SA0248  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 SA0248  DYNAMIC HT  -         374.110 (meters)    1227.39  (feet)  COMP
 SA0248  MODELED GRAV-     980,566.4   (mgal)                       NAVD 88
 SA0248
 SA0248  VERT ORDER  -  SECOND    CLASS 0
 SA0248
 SA0248.The horizontal coordinates were scaled from a topographic map and have
 SA0248.an estimated accuracy of +/- 6 seconds.
 SA0248
 SA0248.The orthometric height was determined by differential leveling
 SA0248.and adjusted by the National Geodetic Survey in June 1991..
 SA0248
 SA0248.The geoid height was determined by GEOID03.
 SA0248
 SA0248.The dynamic height is computed by dividing the NAVD 88
 SA0248.geopotential number by the normal gravity value computed on the
 SA0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0248.degrees latitude (g = 980.6199 gals.).
 SA0248
 SA0248.The modeled gravity was interpolated from observed gravity values.
 SA0248
 SA0248;                    North         East    Units  Estimated Accuracy
 SA0248;SPC WA S     -   107,400.      677,130.      MT  (+/- 180 meters Scaled)
 SA0248
 SA0248                          SUPERSEDED SURVEY CONTROL
 SA0248
 SA0248  NGVD 29 (??/??/92)  373.167  (m)         1224.30   (f) ADJ UNCH    2 0
 SA0248
 SA0248.Superseded values are not recommended for survey control.
 SA0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0248.See file dsdata.txt to determine how the superseded data were derived.
 SA0248
 SA0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM074254(NAD 83)
 SA0248_MARKER: P = PIPE CAP
 SA0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0248_STAMPING: 1915 1224 FEET WASH
 SA0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0248
 SA0248  HISTORY     - Date     Condition        Report By
 SA0248  HISTORY     - 1915     MONUMENTED       USGS
 SA0248  HISTORY     - 1952     GOOD             NGS
 SA0248  HISTORY     - 1983     MARK NOT FOUND   NGS
 SA0248  HISTORY     - 20050923 MARK NOT FOUND   GEOCAC
 SA0248
 SA0248                          STATION DESCRIPTION
 SA0248
 SA0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SA0248'2.3 MI W FROM WAITSBURG.
 SA0248'2.3 MILES WEST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 SA0248'WAITSBURG, 68 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD CROSSING,
 SA0248'45.0 FEET NORTH OF THE NORTH RAIL, 2.6 FEET SOUTH OF A FENCE, 1.2 FEET
 SA0248'NORTHEAST OF A WITNESS POST, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 SA0248'IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SA0248
 SA0248                          STATION RECOVERY (1983)
 SA0248
 SA0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SA0248'MARK NOT FOUND.
 SA0248
 SA0248                          STATION RECOVERY (2005)
 SA0248
 SA0248'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0026 ***********************************************************************
 SB0026  DESIGNATION -  1225.74 BOR
 SB0026  PID         -  SB0026
 SB0026  STATE/COUNTY-  WA/KITTITAS
 SB0026  USGS QUAD   -  POMONA (1985)
 SB0026
 SB0026                         *CURRENT SURVEY CONTROL
 SB0026  ___________________________________________________________________
 SB0026* NAD 83(1986)-  46 44 56.     (N)    120 27 55.     (W)     SCALED    
 SB0026* NAVD 88     -       374.616  (meters)    1229.05   (feet)  ADJUSTED  
 SB0026  ___________________________________________________________________
 SB0026  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 SB0026  DYNAMIC HT  -         374.618 (meters)    1229.06  (feet)  COMP
 SB0026  MODELED GRAV-     980,608.0   (mgal)                       NAVD 88
 SB0026
 SB0026  VERT ORDER  -  FIRST     CLASS II
 SB0026
 SB0026.The horizontal coordinates were scaled from a topographic map and have
 SB0026.an estimated accuracy of +/- 6 seconds.
 SB0026
 SB0026.The orthometric height was determined by differential leveling
 SB0026.and adjusted by the National Geodetic Survey in June 1991..
 SB0026
 SB0026.The geoid height was determined by GEOID03.
 SB0026
 SB0026.The dynamic height is computed by dividing the NAVD 88
 SB0026.geopotential number by the normal gravity value computed on the
 SB0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0026.degrees latitude (g = 980.6199 gals.).
 SB0026
 SB0026.The modeled gravity was interpolated from observed gravity values.
 SB0026
 SB0026;                    North         East    Units  Estimated Accuracy
 SB0026;SPC WA S     -   157,340.      502,650.      MT  (+/- 180 meters Scaled)
 SB0026
 SB0026                          SUPERSEDED SURVEY CONTROL
 SB0026
 SB0026  NGVD 29 (??/??/92)  373.532  (m)         1225.50   (f) ADJ UNCH    1 2
 SB0026
 SB0026.Superseded values are not recommended for survey control.
 SB0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0026.See file dsdata.txt to determine how the superseded data were derived.
 SB0026
 SB0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS936803(NAD 83)
 SB0026_MARKER: DD = SURVEY DISK
 SB0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0026_SP_SET: CURB
 SB0026_STAMPING: 1225.74
 SB0026_MARK LOGO: BOR   
 SB0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0026
 SB0026  HISTORY     - Date     Condition        Report By
 SB0026  HISTORY     - UNK      MONUMENTED       BOR
 SB0026  HISTORY     - 1944     GOOD             NGS
 SB0026  HISTORY     - 1982     GOOD             NGS
 SB0026  HISTORY     - 1990     GOOD             USPSQD
 SB0026
 SB0026                          STATION DESCRIPTION
 SB0026
 SB0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SB0026'7.4 MI S FROM WYMER.
 SB0026'7.4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0026'WYMER, KITTITAS COUNTY, AT A U.S. BUREAU OF RECLAMATION DAM ACROSS
 SB0026'YAKIMA RIVER, IN THE TOP OF THE WEST END OF THE CONCRETE CURB ALONG
 SB0026'THE NORTH SIDE OF THE DRIVEWAY ACROSS THE DAM, 3.5 FEET NORTH OF THE
 SB0026'EDGE OF THE CURB, AND 1 FOOT SOUTH OF THE SOUTHEAST CORNER OF A
 SB0026'CONCRETE BUILDING.  A UNITED STATES BUREAU OF RECLAMATION STANDARD
 SB0026'DISK, STAMPED 1225.74.
 SB0026
 SB0026                          STATION RECOVERY (1982)
 SB0026
 SB0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0026'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0026'2.6 KM (1.6 MI) NORTH ALONG NORTH FIRST STREET FROM THE COURTHOUSE AT
 SB0026'YAKIMA, THENCE 7.3 KM (4.55 MI) NORTH ALONG INTERSTATE 82, THENCE 9.85
 SB0026'KM (6.1 MI) NORTH ALONG STATE HIGHWAY 821, THENCE 1.05 KM (0.65 MI)
 SB0026'SOUTHWEST ALONG A DIRT ROAD TO THE ROZA DAM, IN TOP OF THE DAM
 SB0026'STRUCTURE 0.45 METER (1.5 FT) WEST OF THE SOUTH CORNER OF THE EAST
 SB0026'CONCRETE SPILLWAY GATE HOUSE, 1.1 METERS (3.5 FT) NORTH OF THE SOUTH
 SB0026'EDGE OF THE NORTH CURB FOR THE ROAD ACROSS THE DAM.
 SB0026'THE MARK IS ABOVE LEVEL WITH THE NORTH CURB.
 SB0026
 SB0026                          STATION RECOVERY (1990)
 SB0026
 SB0026'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0025 ***********************************************************************
 SB0025  DESIGNATION -  1225.76 BOR
 SB0025  PID         -  SB0025
 SB0025  STATE/COUNTY-  WA/KITTITAS
 SB0025  USGS QUAD   -  POMONA (1985)
 SB0025
 SB0025                         *CURRENT SURVEY CONTROL
 SB0025  ___________________________________________________________________
 SB0025* NAD 83(1986)-  46 44 56.     (N)    120 27 58.     (W)     SCALED    
 SB0025* NAVD 88     -       374.624  (meters)    1229.08   (feet)  ADJUSTED  
 SB0025  ___________________________________________________________________
 SB0025  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 SB0025  DYNAMIC HT  -         374.625 (meters)    1229.08  (feet)  COMP
 SB0025  MODELED GRAV-     980,607.9   (mgal)                       NAVD 88
 SB0025
 SB0025  VERT ORDER  -  FIRST     CLASS II
 SB0025
 SB0025.The horizontal coordinates were scaled from a topographic map and have
 SB0025.an estimated accuracy of +/- 6 seconds.
 SB0025
 SB0025.The orthometric height was determined by differential leveling
 SB0025.and adjusted by the National Geodetic Survey in June 1991..
 SB0025
 SB0025.The geoid height was determined by GEOID03.
 SB0025
 SB0025.The dynamic height is computed by dividing the NAVD 88
 SB0025.geopotential number by the normal gravity value computed on the
 SB0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0025.degrees latitude (g = 980.6199 gals.).
 SB0025
 SB0025.The modeled gravity was interpolated from observed gravity values.
 SB0025
 SB0025;                    North         East    Units  Estimated Accuracy
 SB0025;SPC WA S     -   157,340.      502,590.      MT  (+/- 180 meters Scaled)
 SB0025
 SB0025                          SUPERSEDED SURVEY CONTROL
 SB0025
 SB0025  NGVD 29 (??/??/92)  373.539  (m)         1225.52   (f) ADJ UNCH    1 2
 SB0025
 SB0025.Superseded values are not recommended for survey control.
 SB0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0025.See file dsdata.txt to determine how the superseded data were derived.
 SB0025
 SB0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS935803(NAD 83)
 SB0025_MARKER: DD = SURVEY DISK
 SB0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0025_SP_SET: CURB
 SB0025_STAMPING: 1225.76
 SB0025_MARK LOGO: BOR   
 SB0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0025
 SB0025  HISTORY     - Date     Condition        Report By
 SB0025  HISTORY     - UNK      MONUMENTED       BOR
 SB0025  HISTORY     - 1944     GOOD             NGS
 SB0025  HISTORY     - 1982     GOOD             NGS
 SB0025  HISTORY     - 1990     GOOD             USPSQD
 SB0025
 SB0025                          STATION DESCRIPTION
 SB0025
 SB0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SB0025'7.4 MI S FROM WYMER.
 SB0025'7.4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0025'WYMER, KITTITAS COUNTY, AT A U.S. BUREAU OF RECLAMATION DAM ACROSS
 SB0025'YAKIMA RIVER, AT THE WEST END OF THE DAM, IN THE TOP OF THE CURB ALONG
 SB0025'THE SOUTH SIDE OF THE DRIVEWAY ACROSS THE DAM, AND 80 FEET EAST OF THE
 SB0025'WEST END OF THE DRIVEWAY.  A UNITED STATES BUREAU OF RECLAMATION
 SB0025'STANDARD DISK, STAMPED 1225.76.
 SB0025
 SB0025                          STATION RECOVERY (1982)
 SB0025
 SB0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0025'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0025'2.6 KM (1.6 MI) NORTH ALONG NORTH FIRST STREET FROM THE COURTHOUSE AT
 SB0025'YAKIMA, THENCE 7.3 KM (4.55 MI) NORTH ALONG INTERSTATE 82, THENCE 9.85
 SB0025'KM (6.1 MI) NORTH ALONG STATE HIGHWAY 821, THENCE 1.05 KM (0.65 MI)
 SB0025'SOUTHWEST ALONG A DIRT ROAD TO THE ROZA DAM, IN TOP OF THE DAM
 SB0025'STRUCTURE AT A OVERLOOK ON THE SOUTH SIDE OF THE DAM, AT THE WEST END
 SB0025'OF THE DAM, 0.5 METER (1.5 FT) SOUTH OF THE NORTH EDGE OF THE CURB.
 SB0025'THE MARK IS 0.3 M ABOVE THE ROAD.
 SB0025
 SB0025                          STATION RECOVERY (1990)
 SB0025
 SB0025'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0602 ***********************************************************************
 SA0602  DESIGNATION -  1226
 SA0602  PID         -  SA0602
 SA0602  STATE/COUNTY-  WA/ADAMS
 SA0602  USGS QUAD   -  SHANO (1970)
 SA0602
 SA0602                         *CURRENT SURVEY CONTROL
 SA0602  ___________________________________________________________________
 SA0602* NAD 83(1986)-  46 45 57.     (N)    118 59 24.     (W)     SCALED    
 SA0602* NAVD 88     -       374.539  (meters)    1228.80   (feet)  ADJUSTED  
 SA0602  ___________________________________________________________________
 SA0602  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 SA0602  DYNAMIC HT  -         374.550 (meters)    1228.84  (feet)  COMP
 SA0602  MODELED GRAV-     980,632.6   (mgal)                       NAVD 88
 SA0602
 SA0602  VERT ORDER  -  FIRST     CLASS II
 SA0602
 SA0602.The horizontal coordinates were scaled from a topographic map and have
 SA0602.an estimated accuracy of +/- 6 seconds.
 SA0602
 SA0602.The orthometric height was determined by differential leveling
 SA0602.and adjusted by the National Geodetic Survey in June 1991..
 SA0602
 SA0602.The geoid height was determined by GEOID03.
 SA0602
 SA0602.The dynamic height is computed by dividing the NAVD 88
 SA0602.geopotential number by the normal gravity value computed on the
 SA0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0602.degrees latitude (g = 980.6199 gals.).
 SA0602
 SA0602.The modeled gravity was interpolated from observed gravity values.
 SA0602
 SA0602;                    North         East    Units  Estimated Accuracy
 SA0602;SPC WA S     -   160,330.      615,330.      MT  (+/- 180 meters Scaled)
 SA0602
 SA0602                          SUPERSEDED SURVEY CONTROL
 SA0602
 SA0602  NGVD 29 (??/??/92)  373.421  (m)         1225.13   (f) ADJ UNCH    1 2
 SA0602
 SA0602.Superseded values are not recommended for survey control.
 SA0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0602.See file dsdata.txt to determine how the superseded data were derived.
 SA0602
 SA0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM480810(NAD 83)
 SA0602_MARKER: P = PIPE CAP
 SA0602_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0602_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0602_STAMPING: 1226 WASH 1916
 SA0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0602
 SA0602  HISTORY     - Date     Condition        Report By
 SA0602  HISTORY     - 1916     MONUMENTED       USGS
 SA0602
 SA0602                          STATION DESCRIPTION
 SA0602
 SA0602'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 SA0602'11.1 MI NW FROM CONNELL.
 SA0602'IN ADAMS COUNTY, 11.1 MILES NORTHWEST ALONG THE NORTHERN PACIFIC
 SA0602'RAILWAY FROM CONNELL, FRANKLIN COUNTY, 0.3 MILE NORTHWEST OF SHANO
 SA0602'SIDING, AT A DIRT-ROAD CROSSING, 60 FEET EAST OF THE CENTERLINE OF THE
 SA0602'TRACK, AND 25 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD.  A UNITED
 SA0602'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1226 WASH 1916 AND
 SA0602'RIVETED ON THE TOP OF A 3-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0608 ***********************************************************************
 SW0608  DESIGNATION -  1226
 SW0608  PID         -  SW0608
 SW0608  STATE/COUNTY-  WA/GRANT
 SW0608  USGS QUAD   -  WINCHESTER NE (1966)
 SW0608
 SW0608                         *CURRENT SURVEY CONTROL
 SW0608  ___________________________________________________________________
 SW0608* NAD 83(1986)-  47 07 58.     (N)    119 33 19.     (W)     SCALED    
 SW0608* NAVD 88     -       374.647  (meters)    1229.15   (feet)  ADJUSTED  
 SW0608  ___________________________________________________________________
 SW0608  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SW0608  DYNAMIC HT  -         374.673 (meters)    1229.24  (feet)  COMP
 SW0608  MODELED GRAV-     980,673.4   (mgal)                       NAVD 88
 SW0608
 SW0608  VERT ORDER  -  SECOND    CLASS 0
 SW0608
 SW0608.The horizontal coordinates were scaled from a topographic map and have
 SW0608.an estimated accuracy of +/- 6 seconds.
 SW0608
 SW0608.The orthometric height was determined by differential leveling
 SW0608.and adjusted by the National Geodetic Survey in June 1991..
 SW0608
 SW0608.The geoid height was determined by GEOID03.
 SW0608
 SW0608.The dynamic height is computed by dividing the NAVD 88
 SW0608.geopotential number by the normal gravity value computed on the
 SW0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0608.degrees latitude (g = 980.6199 gals.).
 SW0608
 SW0608.The modeled gravity was interpolated from observed gravity values.
 SW0608
 SW0608;                    North         East    Units  Estimated Accuracy
 SW0608;SPC WA S     -   200,440.      571,670.      MT  (+/- 180 meters Scaled)
 SW0608
 SW0608                          SUPERSEDED SURVEY CONTROL
 SW0608
 SW0608  NGVD 29 (??/??/92)  373.532  (m)         1225.50   (f) ADJ UNCH    2 0
 SW0608
 SW0608.Superseded values are not recommended for survey control.
 SW0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0608.See file dsdata.txt to determine how the superseded data were derived.
 SW0608
 SW0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN062230(NAD 83)
 SW0608_MARKER: P = PIPE CAP
 SW0608_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0608_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0608_STAMPING: WASH 1226 4
 SW0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0608
 SW0608  HISTORY     - Date     Condition        Report By
 SW0608  HISTORY     - UNK      MONUMENTED       USGS
 SW0608  HISTORY     - 1968     GOOD             NGS
 SW0608
 SW0608                          STATION DESCRIPTION
 SW0608
 SW0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0608'12 MI S FROM EPHRATA.
 SW0608'THE MARK IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF COUNTY ROADS
 SW0608'C-NW AND 3-NW, 58 FEET SOUTH-SOUTHWEST OF A POWER POLE AND 12.5 FEET
 SW0608'WEST OF THE LINE OF POWER POLES, 27 FEET EAST OF THE CENTER OF C-NW,
 SW0608'25 FEET SOUTH OF THE CENTER OF 3-NW.  MARK IS A U. S. GEOLOGICAL
 SW0608'SURVEY CAP ON A 3 1/2-INCH PIPE WHICH PROJECTS 1.4 FEET AND LEANS
 SW0608'ABOUT 4 DEGREES TO THE WEST.  NOTE-- THE PIPE SEEMS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0129 ***********************************************************************
 SX0129  DESIGNATION -  1226.97
 SX0129  PID         -  SX0129
 SX0129  STATE/COUNTY-  WA/DOUGLAS
 SX0129  USGS QUAD   -  ROCK ISLAND (1975)
 SX0129
 SX0129                         *CURRENT SURVEY CONTROL
 SX0129  ___________________________________________________________________
 SX0129* NAD 83(1986)-  47 23 43.     (N)    120 12 08.     (W)     SCALED    
 SX0129* NAVD 88     -       374.770  (meters)    1229.56   (feet)  ADJUSTED  
 SX0129  ___________________________________________________________________
 SX0129  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 SX0129  DYNAMIC HT  -         374.804 (meters)    1229.67  (feet)  COMP
 SX0129  MODELED GRAV-     980,692.6   (mgal)                       NAVD 88
 SX0129
 SX0129  VERT ORDER  -  FIRST     CLASS II
 SX0129
 SX0129.This mark is at Pangborn Mem Airport (EAT)
 SX0129
 SX0129.The horizontal coordinates were scaled from a topographic map and have
 SX0129.an estimated accuracy of +/- 6 seconds.
 SX0129
 SX0129.The orthometric height was determined by differential leveling
 SX0129.and adjusted by the National Geodetic Survey in June 1991..
 SX0129
 SX0129.The geoid height was determined by GEOID03.
 SX0129
 SX0129.The dynamic height is computed by dividing the NAVD 88
 SX0129.geopotential number by the normal gravity value computed on the
 SX0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0129.degrees latitude (g = 980.6199 gals.).
 SX0129
 SX0129.The modeled gravity was interpolated from observed gravity values.
 SX0129
 SX0129;                    North         East    Units  Estimated Accuracy
 SX0129;SPC WA N     -    44,140.      547,650.      MT  (+/- 180 meters Scaled)
 SX0129
 SX0129                          SUPERSEDED SURVEY CONTROL
 SX0129
 SX0129  NGVD 29 (??/??/92)  373.636  (m)         1225.84   (f) ADJ UNCH    1 2
 SX0129
 SX0129.Superseded values are not recommended for survey control.
 SX0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0129.See file dsdata.txt to determine how the superseded data were derived.
 SX0129
 SX0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT111528(NAD 83)
 SX0129_MARKER: DD = SURVEY DISK
 SX0129_SETTING: 0 = UNSPECIFIED SETTING
 SX0129_STAMPING: EL 1226.97 R 2 0+25
 SX0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0129
 SX0129  HISTORY     - Date     Condition        Report By
 SX0129  HISTORY     - UNK      MONUMENTED       DOD
 SX0129  HISTORY     - 1953     GOOD             NGS
 SX0129  HISTORY     - 1962     GOOD             NGS
 SX0129
 SX0129                          STATION DESCRIPTION
 SX0129
 SX0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SX0129'5.3 MI SE FROM WENATCHEE.
 SX0129'AT PANGBORN AIRPORT, 25 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 SX0129'NORTHWEST-AND-SOUTHEAST RUNWAY, ON THE CENTERLINE, AND IN THE TOP OF
 SX0129'THE ASPHALT PAVEMENT.
 SX0129
 SX0129                          STATION RECOVERY (1962)
 SX0129
 SX0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SX0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1442 ***********************************************************************
 SA1442  DESIGNATION -  1231
 SA1442  PID         -  SA1442
 SA1442  STATE/COUNTY-  WA/KLICKITAT
 SA1442  USGS QUAD   -  PROSSER SW (1975)
 SA1442
 SA1442                         *CURRENT SURVEY CONTROL
 SA1442  ___________________________________________________________________
 SA1442* NAD 83(1986)-  46 00 41.     (N)    119 56 24.     (W)     SCALED    
 SA1442* NAVD 88     -       376.717  (meters)    1235.95   (feet)  ADJUSTED  
 SA1442  ___________________________________________________________________
 SA1442  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SA1442  DYNAMIC HT  -         376.706 (meters)    1235.91  (feet)  COMP
 SA1442  MODELED GRAV-     980,576.7   (mgal)                       NAVD 88
 SA1442
 SA1442  VERT ORDER  -  SECOND    CLASS 0
 SA1442
 SA1442.The horizontal coordinates were scaled from a topographic map and have
 SA1442.an estimated accuracy of +/- 6 seconds.
 SA1442
 SA1442.The orthometric height was determined by differential leveling
 SA1442.and adjusted by the National Geodetic Survey in June 1991..
 SA1442
 SA1442.The geoid height was determined by GEOID03.
 SA1442
 SA1442.The dynamic height is computed by dividing the NAVD 88
 SA1442.geopotential number by the normal gravity value computed on the
 SA1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1442.degrees latitude (g = 980.6199 gals.).
 SA1442
 SA1442.The modeled gravity was interpolated from observed gravity values.
 SA1442
 SA1442;                    North         East    Units  Estimated Accuracy
 SA1442;SPC WA S     -    75,520.      543,370.      MT  (+/- 180 meters Scaled)
 SA1442
 SA1442                          SUPERSEDED SURVEY CONTROL
 SA1442
 SA1442  NGVD 29 (??/??/92)  375.678  (m)         1232.54   (f) ADJ UNCH    2 0
 SA1442
 SA1442.Superseded values are not recommended for survey control.
 SA1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1442.See file dsdata.txt to determine how the superseded data were derived.
 SA1442
 SA1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL723995(NAD 83)
 SA1442_MARKER: P = PIPE CAP
 SA1442_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SA1442_SP_SET: PREFAB CONC. BLOCK IN CONCRETE
 SA1442_STAMPING: 1231
 SA1442_MARK LOGO: USGS  
 SA1442_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1442
 SA1442  HISTORY     - Date     Condition        Report By
 SA1442  HISTORY     - UNK      MONUMENTED       USGS
 SA1442  HISTORY     - 1944     GOOD             NGS
 SA1442  HISTORY     - 19850719 GOOD             NGS
 SA1442
 SA1442                          STATION DESCRIPTION
 SA1442
 SA1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SA1442'15.6 MI N FROM ALDERDALE.
 SA1442'LOCATED 15.6 MILES NORTH ALONG THE ALDERDALE-MABTON ROAD FROM THE POST
 SA1442'OFFICE AT ALDERDALE, SET AT THE SOUTHEAST CORNER OF AN ABANDONED
 SA1442'SCHOOL BUILDING YARD, 29 FEET NORTH OF CENTERLINE OF MAIN ROAD, 27
 SA1442'FEET EAST OF CENTERLINE OF ROAD NORTH TO THE SCHOOL BUILDING, 1.6 FEET
 SA1442'EAST OF REFERENCE POST.  BENCH MARK CAP RIVETED ON TOP OF 3 1/2-INCH
 SA1442'IRON PIPE AND PROJECTING 1 FOOT ABOVE THE GROUND.
 SA1442
 SA1442                          STATION RECOVERY (1985)
 SA1442
 SA1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 SA1442'RECOVERED IN GOOD CONDITION.  NOTE--THE SCHOOL BUILDING IS NO LONGER
 SA1442'THERE AND THERE IS AN ORCHARD ON THE SOUTH SIDE OF THE ROAD, 5.5 M
 SA1442'(18.0 FT) WEST OF A POWER POLE, 7.6 M (24.9 FT) NORTH OF THE CENTER
 SA1442'OF ALDERDALE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0504 ***********************************************************************
 SW0504  DESIGNATION -  1233 T
 SW0504  PID         -  SW0504
 SW0504  STATE/COUNTY-  WA/GRANT
 SW0504  USGS QUAD   -  SOAP LAKE (1976)
 SW0504
 SW0504                         *CURRENT SURVEY CONTROL
 SW0504  ___________________________________________________________________
 SW0504* NAD 83(1986)-  47 22 40.     (N)    119 27 08.     (W)     SCALED    
 SW0504* NAVD 88     -       376.710  (meters)    1235.92   (feet)  ADJUSTED  
 SW0504  ___________________________________________________________________
 SW0504  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SW0504  DYNAMIC HT  -         376.743 (meters)    1236.03  (feet)  COMP
 SW0504  MODELED GRAV-     980,688.3   (mgal)                       NAVD 88
 SW0504
 SW0504  VERT ORDER  -  FIRST     CLASS II
 SW0504
 SW0504.The horizontal coordinates were scaled from a topographic map and have
 SW0504.an estimated accuracy of +/- 6 seconds.
 SW0504
 SW0504.The orthometric height was determined by differential leveling
 SW0504.and adjusted by the National Geodetic Survey in June 1991..
 SW0504
 SW0504.The geoid height was determined by GEOID03.
 SW0504
 SW0504.The dynamic height is computed by dividing the NAVD 88
 SW0504.geopotential number by the normal gravity value computed on the
 SW0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0504.degrees latitude (g = 980.6199 gals.).
 SW0504
 SW0504.The modeled gravity was interpolated from observed gravity values.
 SW0504
 SW0504;                    North         East    Units  Estimated Accuracy
 SW0504;SPC WA S     -   227,780.      579,130.      MT  (+/- 180 meters Scaled)
 SW0504
 SW0504                          SUPERSEDED SURVEY CONTROL
 SW0504
 SW0504  NGVD 29 (??/??/92)  375.546  (m)         1232.10   (f) ADJ UNCH    1 2
 SW0504
 SW0504.Superseded values are not recommended for survey control.
 SW0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0504.See file dsdata.txt to determine how the superseded data were derived.
 SW0504
 SW0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN148500(NAD 83)
 SW0504_MARKER: P = PIPE CAP
 SW0504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0504_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0504_STAMPING: 1233 T
 SW0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0504
 SW0504  HISTORY     - Date     Condition        Report By
 SW0504  HISTORY     - UNK      MONUMENTED       USGS
 SW0504  HISTORY     - 1968     GOOD             NGS
 SW0504
 SW0504                          STATION DESCRIPTION
 SW0504
 SW0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0504'3.8 MI W FROM ADRIAN.
 SW0504'MARK IS 55 FEET SOUTHEAST OF MILE POST 1593, 35 FEET SOUTHEAST OF
 SW0504'SOUTHEAST RAIL, 27 FEET NORTH OF THE CENTER OF A CATTLE GUARD, 15 FEET
 SW0504'WEST OF POLE NO. A-83, 1 FOOT HIGHER THAN THE TRACK AND 1 FOOT NORTH
 SW0504'OF A METAL WITNESS POST, A USGS CAP ON A 3 1/2 PIPE WHICH PROJECTS 1
 SW0504'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0611 ***********************************************************************
 SW0611  DESIGNATION -  1235
 SW0611  PID         -  SW0611
 SW0611  STATE/COUNTY-  WA/GRANT
 SW0611  USGS QUAD   -  MOSES LAKE NW (1956)
 SW0611
 SW0611                         *CURRENT SURVEY CONTROL
 SW0611  ___________________________________________________________________
 SW0611* NAD 83(1986)-  47 08 00.     (N)    119 29 28.     (W)     SCALED    
 SW0611* NAVD 88     -       377.30   (+/-2cm)    1237.9    (feet)  VERTCON   
 SW0611  ___________________________________________________________________
 SW0611  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SW0611
 SW0611  VERT ORDER  -  ? (See Below)
 SW0611
 SW0611.The horizontal coordinates were scaled from a topographic map and have
 SW0611.an estimated accuracy of +/- 6 seconds.
 SW0611
 SW0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0611.The vertical order pertains to the NGVD 29 superseded value.
 SW0611
 SW0611.The geoid height was determined by GEOID03.
 SW0611
 SW0611;                    North         East    Units  Estimated Accuracy
 SW0611;SPC WA S     -   200,570.      576,540.      MT  (+/- 180 meters Scaled)
 SW0611
 SW0611                          SUPERSEDED SURVEY CONTROL
 SW0611
 SW0611  NGVD 29 (??/??/92)  376.175  (m)         1234.17   (f) ADJ UNCH    ?  
 SW0611
 SW0611.Superseded values are not recommended for survey control.
 SW0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0611.See file dsdata.txt to determine how the superseded data were derived.
 SW0611
 SW0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN110229(NAD 83)
 SW0611_MARKER: P = PIPE CAP
 SW0611_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0611_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0611
 SW0611  HISTORY     - Date     Condition        Report By
 SW0611  HISTORY     - UNK      MONUMENTED       USGS
 SW0611  HISTORY     - 1935     GOOD             NGS
 SW0611
 SW0611                          STATION DESCRIPTION
 SW0611
 SW0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0611'1.75 MI W FROM HIAWATHA SCHOOL.
 SW0611'1.75 MILES WEST ALONG A ROAD FROM THE HIAWATHA SCHOOL, GRANT COUNTY,
 SW0611'AT A ROAD INTERSECTION, AT SECTION CORNERS 13, 18, 19, AND 24, T 19 N,
 SW0611'R 27 AND 26 E.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 SW0611'STAMPED WASH 1235 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0731 ***********************************************************************
 SW0731  DESIGNATION -  1236
 SW0731  PID         -  SW0731
 SW0731  STATE/COUNTY-  WA/GRANT
 SW0731  USGS QUAD   -  QUINCY (1966)
 SW0731
 SW0731                         *CURRENT SURVEY CONTROL
 SW0731  ___________________________________________________________________
 SW0731* NAD 83(1986)-  47 07 54.     (N)    119 51 11.     (W)     SCALED    
 SW0731* NAVD 88     -       377.725  (meters)    1239.25   (feet)  ADJUSTED  
 SW0731  ___________________________________________________________________
 SW0731  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SW0731  DYNAMIC HT  -         377.749 (meters)    1239.33  (feet)  COMP
 SW0731  MODELED GRAV-     980,666.8   (mgal)                       NAVD 88
 SW0731
 SW0731  VERT ORDER  -  SECOND    CLASS 0
 SW0731
 SW0731.The horizontal coordinates were scaled from a topographic map and have
 SW0731.an estimated accuracy of +/- 6 seconds.
 SW0731
 SW0731.The orthometric height was determined by differential leveling
 SW0731.and adjusted by the National Geodetic Survey in June 1991..
 SW0731
 SW0731.The geoid height was determined by GEOID03.
 SW0731
 SW0731.The dynamic height is computed by dividing the NAVD 88
 SW0731.geopotential number by the normal gravity value computed on the
 SW0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0731.degrees latitude (g = 980.6199 gals.).
 SW0731
 SW0731.The modeled gravity was interpolated from observed gravity values.
 SW0731
 SW0731;                    North         East    Units  Estimated Accuracy
 SW0731;SPC WA S     -   200,090.      549,080.      MT  (+/- 180 meters Scaled)
 SW0731
 SW0731                          SUPERSEDED SURVEY CONTROL
 SW0731
 SW0731  NGVD 29 (??/??/92)  376.590  (m)         1235.53   (f) ADJ UNCH    2 0
 SW0731
 SW0731.Superseded values are not recommended for survey control.
 SW0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0731.See file dsdata.txt to determine how the superseded data were derived.
 SW0731
 SW0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN836237(NAD 83)
 SW0731_MARKER: DD = SURVEY DISK
 SW0731_SETTING: 0 = UNSPECIFIED SETTING
 SW0731_STAMPING: U.S.G.S. 1236 WASH. 1916.
 SW0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0731
 SW0731  HISTORY     - Date     Condition        Report By
 SW0731  HISTORY     - 1916     MONUMENTED       USGS
 SW0731  HISTORY     - 1934     GOOD             NGS
 SW0731  HISTORY     - 1967     MARK NOT FOUND   NGS
 SW0731
 SW0731                          STATION DESCRIPTION
 SW0731
 SW0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0731'7.2 MI S FROM QUINCY.
 SW0731'7.2 MI. S. ALONG WASH. STATE HWY. NO. 7 FROM POST OFFICE.  ALONG THE
 SW0731'RIGHT OF WAY OF WASHINGTON STATE HIGHWAY NO. 7.  27 FEET EAST OF THE
 SW0731'CENTER LINE OF HIGHWAY, 4 FEET SOUTH OF TELEGRAPH POLE IN N.W. CORNER
 SW0731'OF SECTION 20.
 SW0731
 SW0731                          STATION RECOVERY (1967)
 SW0731
 SW0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SW0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0008 ***********************************************************************
 SW0008  DESIGNATION -  1239
 SW0008  PID         -  SW0008
 SW0008  STATE/COUNTY-  WA/LINCOLN
 SW0008  USGS QUAD   -  MC COY LAKE (1985)
 SW0008
 SW0008                         *CURRENT SURVEY CONTROL
 SW0008  ___________________________________________________________________
 SW0008* NAD 83(1986)-  47 54 49.     (N)    118 11 11.     (W)     SCALED    
 SW0008* NAVD 88     -       378.336  (meters)    1241.26   (feet)  ADJUSTED  
 SW0008  ___________________________________________________________________
 SW0008  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 SW0008  DYNAMIC HT  -         378.364 (meters)    1241.35  (feet)  COMP
 SW0008  MODELED GRAV-     980,677.1   (mgal)                       NAVD 88
 SW0008
 SW0008  VERT ORDER  -  SECOND    CLASS 0
 SW0008
 SW0008.The horizontal coordinates were scaled from a topographic map and have
 SW0008.an estimated accuracy of +/- 6 seconds.
 SW0008
 SW0008.The orthometric height was determined by differential leveling
 SW0008.and adjusted by the National Geodetic Survey in June 1991..
 SW0008
 SW0008.The geoid height was determined by GEOID03.
 SW0008
 SW0008.The dynamic height is computed by dividing the NAVD 88
 SW0008.geopotential number by the normal gravity value computed on the
 SW0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0008.degrees latitude (g = 980.6199 gals.).
 SW0008
 SW0008.The modeled gravity was interpolated from observed gravity values.
 SW0008
 SW0008;                    North         East    Units  Estimated Accuracy
 SW0008;SPC WA N     -   104,980.      697,810.      MT  (+/- 180 meters Scaled)
 SW0008
 SW0008                          SUPERSEDED SURVEY CONTROL
 SW0008
 SW0008  NGVD 29 (??/??/92)  377.117  (m)         1237.26   (f) ADJ UNCH    2 0
 SW0008
 SW0008.Superseded values are not recommended for survey control.
 SW0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0008.See file dsdata.txt to determine how the superseded data were derived.
 SW0008
 SW0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP113073(NAD 83)
 SW0008_MARKER: DD = SURVEY DISK
 SW0008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0008_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0008_STAMPING: 1239 T
 SW0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0008
 SW0008  HISTORY     - Date     Condition        Report By
 SW0008  HISTORY     - UNK      MONUMENTED       USGS
 SW0008  HISTORY     - 1934     GOOD             NGS
 SW0008  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0008
 SW0008                          STATION DESCRIPTION
 SW0008
 SW0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0008'14.9 MI S FROM FRUITLAND.
 SW0008'14.9 MI. S. ALONG WASH. STATE HWY. NO. 22 FROM POST OFFICE.  ALONG THE
 SW0008'RIGHT OF WAY OF WASHINGTON STATE HWY. NO. 22.  IN WEST END OF BARNYARD
 SW0008'OWNED BY J.E. CLARK, 201 FEET S.W. OF CENTER LINE OF HIGHWAY, 16 FEET
 SW0008'S.E. OF HOUSE.  NOTE-- POSSIBLY UNDER WATER.
 SW0008
 SW0008                          STATION RECOVERY (1966)
 SW0008
 SW0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4288 ***********************************************************************
 RD4288  DESIGNATION -  12404
 RD4288  PID         -  RD4288
 RD4288  STATE/COUNTY-  WA/CLARK
 RD4288  USGS QUAD   -  ORCHARDS (1990)
 RD4288
 RD4288                         *CURRENT SURVEY CONTROL
 RD4288  ___________________________________________________________________
 RD4288* NAD 83(1986)-  45 42 42.     (N)    122 33 09.     (W)     SCALED    
 RD4288* NAVD 88     -        87.096  (meters)     285.75   (feet)  ADJUSTED  
 RD4288  ___________________________________________________________________
 RD4288  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 RD4288  DYNAMIC HT  -          87.096 (meters)     285.75  (feet)  COMP
 RD4288  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 RD4288
 RD4288  VERT ORDER  -  SECOND    CLASS II
 RD4288
 RD4288.The horizontal coordinates were scaled from a topographic map and have
 RD4288.an estimated accuracy of +/- 6 seconds.
 RD4288
 RD4288.The orthometric height was determined by differential leveling
 RD4288.and adjusted by the National Geodetic Survey in April 1995..
 RD4288
 RD4288.The geoid height was determined by GEOID03.
 RD4288
 RD4288.The dynamic height is computed by dividing the NAVD 88
 RD4288.geopotential number by the normal gravity value computed on the
 RD4288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4288.degrees latitude (g = 980.6199 gals.).
 RD4288
 RD4288.The modeled gravity was interpolated from observed gravity values.
 RD4288
 RD4288;                    North         East    Units  Estimated Accuracy
 RD4288;SPC WA S     -    44,130.      340,200.      MT  (+/- 180 meters Scaled)
 RD4288
 RD4288                          SUPERSEDED SURVEY CONTROL
 RD4288
 RD4288  NGVD 29 (03/17/92)   86.044  (m)          282.30   (f) ADJUSTED    2 2
 RD4288
 RD4288.Superseded values are not recommended for survey control.
 RD4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4288.See file dsdata.txt to determine how the superseded data were derived.
 RD4288
 RD4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348621(NAD 83)
 RD4288_MARKER: DB = BENCH MARK DISK
 RD4288_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4288_SP_SET: TOP OF CURB
 RD4288_STAMPING: 12404  1990
 RD4288_MARK LOGO: WA-011
 RD4288_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4288+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 RD4288
 RD4288  HISTORY     - Date     Condition        Report By
 RD4288  HISTORY     - 1990     MONUMENTED       WA-011
 RD4288  HISTORY     - 20040419 GOOD             USPSQD
 RD4288  HISTORY     - 20050426 GOOD             USPSQD
 RD4288  HISTORY     - 20060523 GOOD             USPSQD
 RD4288
 RD4288                          STATION DESCRIPTION
 RD4288
 RD4288'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4288'IN TOP OF WEST CURB OF N.E. 117TH AVE (SR-503),3.0 MILES NORTH OF
 RD4288'INTERSECTION OF SR-500, FOURTH PLAIN ROAD, AND SR-503, IN FRONT OF
 RD4288'RESIDENCE AT 12404 N.E. 117TH AVENUE, 17 FT (5.2 M) NORTH OF
 RD4288'PROJECTED SOUTH LINE OF HOUSE, 79 FT (24.1 M) SOUTH OF POWER POLE NO.
 RD4288'PUD 13787SET 2 1/2 IN DIAM DOMED BRASS DISK
 RD4288
 RD4288                          STATION RECOVERY (2004)
 RD4288
 RD4288'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4288'RECOVERED IN GOOD CONDITION.
 RD4288
 RD4288                          STATION RECOVERY (2005)
 RD4288
 RD4288'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4288'RECOVERED IN GOOD CONDITION.
 RD4288
 RD4288                          STATION RECOVERY (2006)
 RD4288
 RD4288'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0633 ***********************************************************************
 SW0633  DESIGNATION -  1242 T
 SW0633  PID         -  SW0633
 SW0633  STATE/COUNTY-  WA/GRANT
 SW0633  USGS QUAD   -  BABCOCK RIDGE (1966)
 SW0633
 SW0633                         *CURRENT SURVEY CONTROL
 SW0633  ___________________________________________________________________
 SW0633* NAD 83(1986)-  47 14 30.     (N)    119 56 19.     (W)     SCALED    
 SW0633* NAVD 88     -       379.647  (meters)    1245.56   (feet)  ADJUSTED  
 SW0633  ___________________________________________________________________
 SW0633  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 SW0633  DYNAMIC HT  -         379.673 (meters)    1245.64  (feet)  COMP
 SW0633  MODELED GRAV-     980,671.0   (mgal)                       NAVD 88
 SW0633
 SW0633  VERT ORDER  -  FIRST     CLASS II
 SW0633
 SW0633.The horizontal coordinates were scaled from a topographic map and have
 SW0633.an estimated accuracy of +/- 6 seconds.
 SW0633
 SW0633.The orthometric height was determined by differential leveling
 SW0633.and adjusted by the National Geodetic Survey in June 1991..
 SW0633
 SW0633.The geoid height was determined by GEOID03.
 SW0633
 SW0633.The dynamic height is computed by dividing the NAVD 88
 SW0633.geopotential number by the normal gravity value computed on the
 SW0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0633.degrees latitude (g = 980.6199 gals.).
 SW0633
 SW0633.The modeled gravity was interpolated from observed gravity values.
 SW0633
 SW0633;                    North         East    Units  Estimated Accuracy
 SW0633;SPC WA S     -   212,270.      542,500.      MT  (+/- 180 meters Scaled)
 SW0633
 SW0633                          SUPERSEDED SURVEY CONTROL
 SW0633
 SW0633  NGVD 29 (??/??/92)  378.501  (m)         1241.80   (f) ADJ UNCH    1 2
 SW0633
 SW0633.Superseded values are not recommended for survey control.
 SW0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0633.See file dsdata.txt to determine how the superseded data were derived.
 SW0633
 SW0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN776362(NAD 83)
 SW0633_MARKER: P = PIPE CAP
 SW0633_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0633_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0633_STAMPING: 1242 T
 SW0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0633
 SW0633  HISTORY     - Date     Condition        Report By
 SW0633  HISTORY     - UNK      MONUMENTED       USGS
 SW0633  HISTORY     - 1944     GOOD             NGS
 SW0633  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0633
 SW0633                          STATION DESCRIPTION
 SW0633
 SW0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SW0633'4.4 MI W FROM QUINCY.
 SW0633'4.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM QUINCY, GRANT
 SW0633'COUNTY, 0.5 MILE EAST OF CRATER, OPPOSITE MILEPOST 1620, 60 FEET NORTH
 SW0633'OF THE TRACK, AND 10 FEET NORTH OF AN OLD RAILROAD GRADE.  A UNITED
 SW0633'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1242 T AND RIVETED ON
 SW0633'THE TOP OF A 3-INCH IRON PIPE.
 SW0633
 SW0633                          STATION RECOVERY (1968)
 SW0633
 SW0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0676 ***********************************************************************
 SA0676  DESIGNATION -  1242=589
 SA0676  PID         -  SA0676
 SA0676  STATE/COUNTY-  WA/GRANT
 SA0676  USGS QUAD   -  WARDEN (1978)
 SA0676
 SA0676                         *CURRENT SURVEY CONTROL
 SA0676  ___________________________________________________________________
 SA0676* NAD 83(1986)-  46 56 26.     (N)    119 04 12.     (W)     SCALED    
 SA0676* NAVD 88     -       379.436  (meters)    1244.87   (feet)  ADJUSTED  
 SA0676  ___________________________________________________________________
 SA0676  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 SA0676  DYNAMIC HT  -         379.455 (meters)    1244.93  (feet)  COMP
 SA0676  MODELED GRAV-     980,652.2   (mgal)                       NAVD 88
 SA0676
 SA0676  VERT ORDER  -  SECOND    CLASS 0
 SA0676
 SA0676.The horizontal coordinates were scaled from a topographic map and have
 SA0676.an estimated accuracy of +/- 6 seconds.
 SA0676
 SA0676.The orthometric height was determined by differential leveling
 SA0676.and adjusted by the National Geodetic Survey in June 1991..
 SA0676
 SA0676.The geoid height was determined by GEOID03.
 SA0676
 SA0676.The dynamic height is computed by dividing the NAVD 88
 SA0676.geopotential number by the normal gravity value computed on the
 SA0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0676.degrees latitude (g = 980.6199 gals.).
 SA0676
 SA0676.The modeled gravity was interpolated from observed gravity values.
 SA0676
 SA0676;                    North         East    Units  Estimated Accuracy
 SA0676;SPC WA S     -   179,630.      608,870.      MT  (+/- 180 meters Scaled)
 SA0676
 SA0676                          SUPERSEDED SURVEY CONTROL
 SA0676
 SA0676  NGVD 29 (??/??/92)  378.309  (m)         1241.17   (f) ADJ UNCH    2 0
 SA0676
 SA0676.Superseded values are not recommended for survey control.
 SA0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0676.See file dsdata.txt to determine how the superseded data were derived.
 SA0676
 SA0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN424006(NAD 83)
 SA0676_MARKER: P = PIPE CAP
 SA0676_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0676_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0676_STAMPING: WASH-1242-1916
 SA0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0676
 SA0676  HISTORY     - Date     Condition        Report By
 SA0676  HISTORY     - 1916     MONUMENTED       BOR
 SA0676
 SA0676                          STATION DESCRIPTION
 SA0676
 SA0676'DESCRIBED BY US BUREAU OF RECLAMATION 1916
 SA0676'2.3 MI SW FROM WARDEN.
 SA0676'WARDEN, GRANT COUNTY, 2.3 MILES SOUTHWEST OF.  ALONG C.M. AND ST. P.
 SA0676'RAILWAY.  0.3 MILE SOUTH OF OVERHEAD CROSSING.  AT ROAD CROSSING. 100
 SA0676'FEET SOUTHEAST OF TRACK AND 20 FEET SOUTH OF ROAD.  IN FENCE LINE AND
 SA0676'UNDER TRANSMISSION LINE.  A STANDARD U.S.G.S. BRONZE CAP ON IRON PIPE
 SA0676'STAMPED WASH-1242-1916.  PAINTED NO. 589.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0130 ***********************************************************************
 SX0130  DESIGNATION -  1245.84
 SX0130  PID         -  SX0130
 SX0130  STATE/COUNTY-  WA/DOUGLAS
 SX0130  USGS QUAD   -  ROCK ISLAND (1975)
 SX0130
 SX0130                         *CURRENT SURVEY CONTROL
 SX0130  ___________________________________________________________________
 SX0130* NAD 83(1998)-  47 23 54.90763(N)    120 11 50.00915(W)     ADJUSTED  
 SX0130* NAVD 88     -       380.533  (meters)    1248.47   (feet)  ADJUSTED  
 SX0130  ___________________________________________________________________
 SX0130  X           -  -2,175,590.905 (meters)                     COMP
 SX0130  Y           -  -3,738,455.944 (meters)                     COMP
 SX0130  Z           -   4,672,138.566 (meters)                     COMP
 SX0130  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 SX0130  ELLIP HEIGHT-         360.84  (meters)          (09/28/01) GPS OBS
 SX0130  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SX0130  DYNAMIC HT  -         380.566 (meters)    1248.57  (feet)  COMP
 SX0130  MODELED GRAV-     980,690.5   (mgal)                       NAVD 88
 SX0130
 SX0130  HORZ ORDER  -  THIRD
 SX0130  VERT ORDER  -  FIRST     CLASS II
 SX0130  ELLP ORDER  -  FIFTH     CLASS I
 SX0130
 SX0130.This mark is at Pangborn Mem Airport (EAT)
 SX0130
 SX0130.The horizontal coordinates were established by GPS observations
 SX0130.and adjusted by the National Geodetic Survey in September 2001..
 SX0130.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX0130.DATUM ITEM on the data sheet items page.
 SX0130
 SX0130.The orthometric height was determined by differential leveling
 SX0130.and adjusted by the National Geodetic Survey in June 1991..
 SX0130
 SX0130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX0130
 SX0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0130
 SX0130.The ellipsoidal height was determined by GPS observations
 SX0130.and is referenced to NAD 83.
 SX0130
 SX0130.The geoid height was determined by GEOID03.
 SX0130
 SX0130.The dynamic height is computed by dividing the NAVD 88
 SX0130.geopotential number by the normal gravity value computed on the
 SX0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0130.degrees latitude (g = 980.6199 gals.).
 SX0130
 SX0130.The modeled gravity was interpolated from observed gravity values.
 SX0130
 SX0130;                    North         East     Units Scale Factor Converg.
 SX0130;SPC WA N     -    44,514.263   548,019.342   MT  1.00002046   +0 28 24.9
 SX0130;SPC WA N     -   146,043.88  1,797,960.12   sFT  1.00002046   +0 28 24.9
 SX0130;UTM  10      - 5,253,267.997   711,485.808   MT  1.00014969   +2 03 49.8
 SX0130
 SX0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0130!SPC WA N     -   0.99994344  x   1.00002046  =   0.99996390
 SX0130!UTM  10      -   0.99994344  x   1.00014969  =   1.00009313
 SX0130
 SX0130|---------------------------------------------------------------------|
 SX0130| PID    Reference Object                     Distance      Geod. Az  |
 SX0130|                                                           dddmmss.s |
 SX0130| AD9560 WENATCHEE CBL 0                     364.870 METERS 22323     |
 SX0130|---------------------------------------------------------------------|
 SX0130
 SX0130                          SUPERSEDED SURVEY CONTROL
 SX0130
 SX0130  NAD 83(1991)-  47 23 54.90732(N)    120 11 50.01038(W) AD(       ) 3
 SX0130  ELLIP H (12/17/98)  360.87   (m)                       GP(       ) 5 1
 SX0130  NGVD 29 (??/??/92)  379.398  (m)         1244.74   (f) ADJ UNCH    1 2
 SX0130
 SX0130.Superseded values are not recommended for survey control.
 SX0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0130.See file dsdata.txt to determine how the superseded data were derived.
 SX0130
 SX0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1148653268(NAD 83)
 SX0130_MARKER: DD = SURVEY DISK
 SX0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0130_SP_SET: CONCRETE RUNWAY
 SX0130_STAMPING: 1245.84 R3 52+55
 SX0130_MARK LOGO: USE   
 SX0130_PROJECTION: FLUSH
 SX0130_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0130+STABILITY: SURFACE MOTION
 SX0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX0130+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1997
 SX0130
 SX0130  HISTORY     - Date     Condition        Report By
 SX0130  HISTORY     - UNK      MONUMENTED       USE
 SX0130  HISTORY     - 1953     GOOD             NGS
 SX0130  HISTORY     - 1962     GOOD             NGS
 SX0130  HISTORY     - 19960801 GOOD             CHANCE
 SX0130  HISTORY     - 19970811 GOOD             NGS
 SX0130
 SX0130                          STATION DESCRIPTION
 SX0130
 SX0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SX0130'5.1 MI SE FROM WENATCHEE.
 SX0130'AT PANGBORN AIRPORT, 25 FEET WEST OF THE EAST END OF THE EAST-AND-WEST
 SX0130'RUNWAY, ON THE CENTERLINE, AND IN THE TOP OF THE ASPHALT PAVEMENT.
 SX0130
 SX0130                          STATION RECOVERY (1962)
 SX0130
 SX0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SX0130'RECOVERED IN GOOD CONDITION.
 SX0130
 SX0130                          STATION RECOVERY (1996)
 SX0130
 SX0130'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SX0130'STATION IS LOCATED ABOUT 33 MILES (53.1 KM) NORTHEAST OF ELLENSBURG,
 SX0130'19 MILES (30.6 KM) NORTHWEST OF QUINCY, 5 MILES (8.0 KM) SOUTHEAST OF
 SX0130'WENATCHEE AT PANGBORN MEMORIAL AIRPORT, ARNIE CLARKE - AIRPORT
 SX0130'MANAGER, PHONE 509-884-2494  TO REACH THE STATION FROM THE JUNCTION OF
 SX0130'STATE HIGHWAY 28 AND STATE HIGHWAY 285 IN EAST WENATCHEE, PROCEED EAST
 SX0130'ON SH 285 (GRANT ROAD) 3.75 MILES (6.03 KM) TO AIRPORT WAY, TURN RIGHT
 SX0130'AND PROCEED SOUTH ON AIRPORT WAY 0.35 MILES (0.56 KM) TO A ROAD ON THE
 SX0130'RIGHT, TURN RIGHT AND PROCEED WEST 0.05 MILES (0.08 KM) TO A GATE JUST
 SX0130'SOUTH OF THE OLD TOWER BUILDING, OBTAIN PERMISSION, PASS THROUGH THE
 SX0130'GATE AND PROCEED WEST ACROSS THE RAMP 0.1 MILES (0.2 KM) TO TAXIWAY A,
 SX0130'TURN LEFT AND PROCEED SOUTH 0.1 MILES (0.2 KM) TO TAXIWAY F, TURN LEFT
 SX0130'AND PROCEED EAST ON TAXIWAY F 0.4 MILES (0.6 KM) TO THE APPROACH END
 SX0130'OF RUNWAY 25 AND THE STATION IN THE CENTERLINE OF THE RUNWAY 7 M (23.0
 SX0130'FT) WEST OF THE EAST END OF THE RUNWAY  THE STATION IS A US ENGINEERS
 SX0130'OFFICE SRVEY MARK DISK SET IN THE CONCRETE SURFACE OF THE RUNWAY, SET
 SX0130'FLUSH WITH THE PAVED SURFACE. THE STATION IS LOCATED 7.5 M (24.6 FT)
 SX0130'WEST OF A DOUGLAS COUNTY SURVEY CAP ST IN THE CENTERLINE END OF THE
 SX0130'RUNWAY, 27.7 M (90.9 FT) NORTH OF A ROUND DRAIN INLET, 24.0 M (78.7
 SX0130'FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE RUNWAY, 22.85 M (74.97
 SX0130'FT) NORTH OF THE SOUTH EDGE OF THE RUNWAY AND 63.6 M (208.7 FT) SOUTH
 SX0130'OF THE SOUTH EDGE OF A TAXIWAY INFORMATION SIGN
 SX0130
 SX0130                          STATION RECOVERY (1997)
 SX0130
 SX0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 SX0130'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0734 ***********************************************************************
 SW0734  DESIGNATION -  1246
 SW0734  PID         -  SW0734
 SW0734  STATE/COUNTY-  WA/GRANT
 SW0734  USGS QUAD   -  WINCHESTER NE (1966)
 SW0734
 SW0734                         *CURRENT SURVEY CONTROL
 SW0734  ___________________________________________________________________
 SW0734* NAD 83(1986)-  47 10 39.     (N)    119 33 17.     (W)     SCALED    
 SW0734* NAVD 88     -       380.85   (+/-2cm)    1249.5    (feet)  VERTCON   
 SW0734  ___________________________________________________________________
 SW0734  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SW0734
 SW0734  VERT ORDER  -  ? (See Below)
 SW0734
 SW0734.The horizontal coordinates were scaled from a topographic map and have
 SW0734.an estimated accuracy of +/- 6 seconds.
 SW0734
 SW0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0734.The vertical order pertains to the NGVD 29 superseded value.
 SW0734
 SW0734.The geoid height was determined by GEOID03.
 SW0734
 SW0734;                    North         East    Units  Estimated Accuracy
 SW0734;SPC WA S     -   205,420.      571,650.      MT  (+/- 180 meters Scaled)
 SW0734
 SW0734                          SUPERSEDED SURVEY CONTROL
 SW0734
 SW0734  NGVD 29 (??/??/92)  379.723  (m)         1245.81   (f) ADJ UNCH    ?  
 SW0734
 SW0734.Superseded values are not recommended for survey control.
 SW0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0734.See file dsdata.txt to determine how the superseded data were derived.
 SW0734
 SW0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN064280(NAD 83)
 SW0734_MARKER: P = PIPE CAP
 SW0734_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0734_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0734_STAMPING: WASH 1246
 SW0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0734
 SW0734  HISTORY     - Date     Condition        Report By
 SW0734  HISTORY     - UNK      MONUMENTED       USGS
 SW0734  HISTORY     - 1935     GOOD             NGS
 SW0734  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0734
 SW0734                          STATION DESCRIPTION
 SW0734
 SW0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0734'10.0 MI S FROM EPHRATA.
 SW0734'10.0 MILES SOUTH ALONG A ROAD FROM EPHRATA, GRANT COUNTY, AND 10 FEET
 SW0734'EAST OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 SW0734'STAMPED WASH 1246 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 SW0734'NOTE-- PROBABLY DEST BY ROAD CONSTR.
 SW0734
 SW0734                          STATION RECOVERY (1968)
 SW0734
 SW0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0735 ***********************************************************************
 SW0735  DESIGNATION -  1248
 SW0735  PID         -  SW0735
 SW0735  STATE/COUNTY-  WA/GRANT
 SW0735  USGS QUAD   -  WINCHESTER NE (1966)
 SW0735
 SW0735                         *CURRENT SURVEY CONTROL
 SW0735  ___________________________________________________________________
 SW0735* NAD 83(1986)-  47 13 16.     (N)    119 33 16.     (W)     SCALED    
 SW0735* NAVD 88     -       379.93   (+/-2cm)    1246.5    (feet)  VERTCON   
 SW0735  ___________________________________________________________________
 SW0735  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SW0735
 SW0735  VERT ORDER  -  ? (See Below)
 SW0735
 SW0735.The horizontal coordinates were scaled from a topographic map and have
 SW0735.an estimated accuracy of +/- 6 seconds.
 SW0735
 SW0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0735.The vertical order pertains to the NGVD 29 superseded value.
 SW0735
 SW0735.The geoid height was determined by GEOID03.
 SW0735
 SW0735;                    North         East    Units  Estimated Accuracy
 SW0735;SPC WA S     -   210,260.      571,620.      MT  (+/- 180 meters Scaled)
 SW0735
 SW0735                          SUPERSEDED SURVEY CONTROL
 SW0735
 SW0735  NGVD 29 (??/??/92)  378.799  (m)         1242.78   (f) ADJ UNCH    ?  
 SW0735
 SW0735.Superseded values are not recommended for survey control.
 SW0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0735.See file dsdata.txt to determine how the superseded data were derived.
 SW0735
 SW0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN066329(NAD 83)
 SW0735_MARKER: P = PIPE CAP
 SW0735_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0735_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0735_STAMPING: WASH 1248
 SW0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0735
 SW0735  HISTORY     - Date     Condition        Report By
 SW0735  HISTORY     - UNK      MONUMENTED       USGS
 SW0735  HISTORY     - 1935     GOOD             NGS
 SW0735  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0735
 SW0735                          STATION DESCRIPTION
 SW0735
 SW0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0735'6.8 MI S FROM EPHRATA.
 SW0735'6.8 MILES SOUTH ALONG A ROAD FROM EPHRATA, GRANT COUNTY, AT A
 SW0735'POWER-TRANSMISSION LINE CROSSING, AND 120 FEET WEST OF THE ROAD.  A
 SW0735'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED WASH 1248 AND
 SW0735'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 SW0735
 SW0735                          STATION RECOVERY (1968)
 SW0735
 SW0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0061 ***********************************************************************
 SB0061  DESIGNATION -  1248 USGS
 SB0061  PID         -  SB0061
 SB0061  STATE/COUNTY-  WA/KITTITAS
 SB0061  USGS QUAD   -  DORIS (1953)
 SB0061
 SB0061                         *CURRENT SURVEY CONTROL
 SB0061  ___________________________________________________________________
 SB0061* NAD 83(1986)-  46 51 59.     (N)    120 02 21.     (W)     SCALED    
 SB0061* NAVD 88     -       381.482  (meters)    1251.58   (feet)  ADJUSTED  
 SB0061  ___________________________________________________________________
 SB0061  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 SB0061  DYNAMIC HT  -         381.499 (meters)    1251.63  (feet)  COMP
 SB0061  MODELED GRAV-     980,647.3   (mgal)                       NAVD 88
 SB0061
 SB0061  VERT ORDER  -  SECOND    CLASS 0
 SB0061
 SB0061.The horizontal coordinates were scaled from a topographic map and have
 SB0061.an estimated accuracy of +/- 6 seconds.
 SB0061
 SB0061.The orthometric height was determined by differential leveling
 SB0061.and adjusted by the National Geodetic Survey in June 1991..
 SB0061
 SB0061.The geoid height was determined by GEOID03.
 SB0061
 SB0061.The dynamic height is computed by dividing the NAVD 88
 SB0061.geopotential number by the normal gravity value computed on the
 SB0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0061.degrees latitude (g = 980.6199 gals.).
 SB0061
 SB0061.The modeled gravity was interpolated from observed gravity values.
 SB0061
 SB0061;                    North         East    Units  Estimated Accuracy
 SB0061;SPC WA S     -   170,500.      535,130.      MT  (+/- 180 meters Scaled)
 SB0061
 SB0061                          SUPERSEDED SURVEY CONTROL
 SB0061
 SB0061  NGVD 29 (??/??/92)  380.390  (m)         1248.00   (f) ADJ UNCH    2 0
 SB0061
 SB0061.Superseded values are not recommended for survey control.
 SB0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0061.See file dsdata.txt to determine how the superseded data were derived.
 SB0061
 SB0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS256945(NAD 83)
 SB0061_MARKER: Z = SEE DESCRIPTION
 SB0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0061_STAMPING: 1248
 SB0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0061
 SB0061  HISTORY     - Date     Condition        Report By
 SB0061  HISTORY     - UNK      MONUMENTED       USGS
 SB0061  HISTORY     - 1934     GOOD             NGS
 SB0061
 SB0061                          STATION DESCRIPTION
 SB0061
 SB0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SB0061'1.5 MI W FROM DORIS.
 SB0061'1.5 MI. W. ALONG C.M.ST.P. RR. FROM STATION ALONG CHICAGO, MILWAUKEE,
 SB0061'ST. PAUL RAILROAD RIGHT OF WAY, 0.5 MILE WEST OF MILE POST 2032, 21
 SB0061'1/2 RAIL LENGTHS, APPROXIMATELY 236 YARDS WEST OF SEMAPHORE 148.3. 60
 SB0061'FEET WEST OF CROSSING, 20 FEET SOUTH OF TRACK.  IRON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0020 ***********************************************************************
 SB0020  DESIGNATION -  1249 T USGS
 SB0020  PID         -  SB0020
 SB0020  STATE/COUNTY-  WA/KITTITAS
 SB0020  USGS QUAD   -  WYMER (1953)
 SB0020
 SB0020                         *CURRENT SURVEY CONTROL
 SB0020  ___________________________________________________________________
 SB0020* NAD 83(1986)-  46 46 58.     (N)    120 27 22.     (W)     SCALED    
 SB0020* NAVD 88     -       381.830  (meters)    1252.72   (feet)  ADJUSTED  
 SB0020  ___________________________________________________________________
 SB0020  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SB0020  DYNAMIC HT  -         381.834 (meters)    1252.73  (feet)  COMP
 SB0020  MODELED GRAV-     980,612.4   (mgal)                       NAVD 88
 SB0020
 SB0020  VERT ORDER  -  FIRST     CLASS II
 SB0020
 SB0020.The horizontal coordinates were scaled from a topographic map and have
 SB0020.an estimated accuracy of +/- 6 seconds.
 SB0020
 SB0020.The orthometric height was determined by differential leveling
 SB0020.and adjusted by the National Geodetic Survey in June 1991..
 SB0020
 SB0020.The geoid height was determined by GEOID03.
 SB0020
 SB0020.The dynamic height is computed by dividing the NAVD 88
 SB0020.geopotential number by the normal gravity value computed on the
 SB0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0020.degrees latitude (g = 980.6199 gals.).
 SB0020
 SB0020.The modeled gravity was interpolated from observed gravity values.
 SB0020
 SB0020;                    North         East    Units  Estimated Accuracy
 SB0020;SPC WA S     -   161,110.      503,350.      MT  (+/- 180 meters Scaled)
 SB0020
 SB0020                          SUPERSEDED SURVEY CONTROL
 SB0020
 SB0020  NGVD 29 (??/??/92)  380.745  (m)         1249.16   (f) ADJ UNCH    1 2
 SB0020
 SB0020.Superseded values are not recommended for survey control.
 SB0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0020.See file dsdata.txt to determine how the superseded data were derived.
 SB0020
 SB0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS941841(NAD 83)
 SB0020_MARKER: P = PIPE CAP
 SB0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0020_STAMPING: ELEV 1249.368 FT 1249 T
 SB0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0020
 SB0020  HISTORY     - Date     Condition        Report By
 SB0020  HISTORY     - UNK      MONUMENTED       USGS
 SB0020  HISTORY     - 1944     GOOD             NGS
 SB0020
 SB0020                          STATION DESCRIPTION
 SB0020
 SB0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SB0020'4.6 MI S FROM WYMER.
 SB0020'4.6 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0020'WYMER, KITTITAS COUNTY, AT ROZA, 22 FEET SOUTH ACROSS THE TRACK FROM
 SB0020'THE STATION SIGN, 190 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK,
 SB0020'80 FEET NORTH OF THE WEST PROLONGATION OF THE NORTH SIDE OF THE
 SB0020'SECTION HOUSE, AT THE POST OFFICE AND GENERAL STORE, 3 FEET EAST AND 1
 SB0020'FOOT SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING, 2 FEET EAST OF THE
 SB0020'WEST RIGHT-OF-WAY FENCE, 4 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 SB0020'AND 2 FEET BELOW THE LEVEL OF THE TRACK.  A UNITED STATES GEOLOGICAL
 SB0020'SURVEY STANDARD CAP, STAMPED ELEV 1249.368 FT 1249 T AND RIVETED ON
 SB0020'THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING
 SB0020'10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4247 ***********************************************************************
 RD4247  DESIGNATION -  12503
 RD4247  PID         -  RD4247
 RD4247  STATE/COUNTY-  WA/CLARK
 RD4247  USGS QUAD   -  MOUNT TABOR (1990)
 RD4247
 RD4247                         *CURRENT SURVEY CONTROL
 RD4247  ___________________________________________________________________
 RD4247* NAD 83(1986)-  45 37 11.     (N)    122 32 40.     (W)     SCALED    
 RD4247* NAVD 88     -        93.021  (meters)     305.19   (feet)  ADJUSTED  
 RD4247  ___________________________________________________________________
 RD4247  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 RD4247  DYNAMIC HT  -          93.020 (meters)     305.18  (feet)  COMP
 RD4247  MODELED GRAV-     980,613.6   (mgal)                       NAVD 88
 RD4247
 RD4247  VERT ORDER  -  SECOND    CLASS II
 RD4247
 RD4247.The horizontal coordinates were scaled from a topographic map and have
 RD4247.an estimated accuracy of +/- 6 seconds.
 RD4247
 RD4247.The orthometric height was determined by differential leveling
 RD4247.and adjusted by the National Geodetic Survey in April 1995..
 RD4247
 RD4247.The geoid height was determined by GEOID03.
 RD4247
 RD4247.The dynamic height is computed by dividing the NAVD 88
 RD4247.geopotential number by the normal gravity value computed on the
 RD4247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4247.degrees latitude (g = 980.6199 gals.).
 RD4247
 RD4247.The modeled gravity was interpolated from observed gravity values.
 RD4247
 RD4247;                    North         East    Units  Estimated Accuracy
 RD4247;SPC WA S     -    33,900.      340,560.      MT  (+/- 180 meters Scaled)
 RD4247
 RD4247                          SUPERSEDED SURVEY CONTROL
 RD4247
 RD4247  NGVD 29 (03/17/92)   91.972  (m)          301.74   (f) ADJUSTED    2 2
 RD4247
 RD4247.Superseded values are not recommended for survey control.
 RD4247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4247.See file dsdata.txt to determine how the superseded data were derived.
 RD4247
 RD4247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER355518(NAD 83)
 RD4247_MARKER: DB = BENCH MARK DISK
 RD4247_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4247_SP_SET: IN CONCRETE CURB
 RD4247_STAMPING: 12503  1989
 RD4247_MARK LOGO: WA-011
 RD4247_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4247+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 RD4247
 RD4247  HISTORY     - Date     Condition        Report By
 RD4247  HISTORY     - 1989     MONUMENTED       WA-011
 RD4247  HISTORY     - 20040311 POOR             USPSQD
 RD4247  HISTORY     - 20050406 GOOD             USPSQD
 RD4247  HISTORY     - 20050408 GOOD             USPSQD
 RD4247  HISTORY     - 20060409 GOOD             USPSQD
 RD4247
 RD4247                          STATION DESCRIPTION
 RD4247
 RD4247'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4247'ALONG SE MILL PLAIN BLVD., ON SOUTH SIDE OF ROAD, .80 KM (0.50 MI)
 RD4247'EAST OF INTERSECTION OF MILL PLAIN AND CHKALOV, 33 FT. EAST OF CURB
 RD4247'RETURN AT SE 124TH AVENUE, 21.5 FT. WEST OF POWER POLE A22 34 301 62,
 RD4247'IN CONCRETE CURB, SET 2 INCH DOMED BRASS DISK.
 RD4247
 RD4247                          STATION RECOVERY (2004)
 RD4247
 RD4247'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4247'DESIGNATION PARTIALLY SCRAPED AWAY AND DISK IS LOOSE IN CURB.
 RD4247
 RD4247                          STATION RECOVERY (2005)
 RD4247
 RD4247'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4247'RECOVERED IN GOOD CONDITION.
 RD4247
 RD4247                          STATION RECOVERY (2005)
 RD4247
 RD4247'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4247'RECOVERED IN GOOD CONDITION.
 RD4247
 RD4247                          STATION RECOVERY (2006)
 RD4247
 RD4247'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 RD4247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0502 ***********************************************************************
 SW0502  DESIGNATION -  1251 T
 SW0502  PID         -  SW0502
 SW0502  STATE/COUNTY-  WA/GRANT
 SW0502  USGS QUAD   -  GRANT ORCHARDS (1976)
 SW0502
 SW0502                         *CURRENT SURVEY CONTROL
 SW0502  ___________________________________________________________________
 SW0502* NAD 83(1986)-  47 21 04.     (N)    119 30 03.     (W)     SCALED    
 SW0502* NAVD 88     -       382.635  (meters)    1255.36   (feet)  ADJUSTED  
 SW0502  ___________________________________________________________________
 SW0502  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SW0502  DYNAMIC HT  -         382.667 (meters)    1255.47  (feet)  COMP
 SW0502  MODELED GRAV-     980,686.7   (mgal)                       NAVD 88
 SW0502
 SW0502  VERT ORDER  -  FIRST     CLASS II
 SW0502
 SW0502.The horizontal coordinates were scaled from a topographic map and have
 SW0502.an estimated accuracy of +/- 6 seconds.
 SW0502
 SW0502.The orthometric height was determined by differential leveling
 SW0502.and adjusted by the National Geodetic Survey in June 1991..
 SW0502
 SW0502.The geoid height was determined by GEOID03.
 SW0502
 SW0502.The dynamic height is computed by dividing the NAVD 88
 SW0502.geopotential number by the normal gravity value computed on the
 SW0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0502.degrees latitude (g = 980.6199 gals.).
 SW0502
 SW0502.The modeled gravity was interpolated from observed gravity values.
 SW0502
 SW0502;                    North         East    Units  Estimated Accuracy
 SW0502;SPC WA S     -   224,770.      575,490.      MT  (+/- 180 meters Scaled)
 SW0502
 SW0502                          SUPERSEDED SURVEY CONTROL
 SW0502
 SW0502  NGVD 29 (??/??/92)  381.477  (m)         1251.56   (f) ADJ UNCH    1 2
 SW0502
 SW0502.Superseded values are not recommended for survey control.
 SW0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0502.See file dsdata.txt to determine how the superseded data were derived.
 SW0502
 SW0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN111472(NAD 83)
 SW0502_MARKER: P = PIPE CAP
 SW0502_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0502_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0502_STAMPING: 1251 T
 SW0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0502
 SW0502  HISTORY     - Date     Condition        Report By
 SW0502  HISTORY     - UNK      MONUMENTED       USGS
 SW0502  HISTORY     - 1968     GOOD             NGS
 SW0502
 SW0502                          STATION DESCRIPTION
 SW0502
 SW0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0502'3.1 MI NE FROM EPHRATA.
 SW0502'MARK IS ACROSS THE TRACK AND ABOUT 10-FEET NORTHEAST OF MILEPOST 1596,
 SW0502'65-FEET SOUTHEAST OF THE SOUTHEAST RAIL, 27-FEET EAST OF TELEGRAPH
 SW0502'POLE NO. B15, 25 FEET SOUTHEAST OF THE LINE OF POLES AND ABOUT 4-FEET
 SW0502'ABOVE THE TRACK, A U.S.G.S. CAP ON A 3 1/2 PIPE WHICH PROJECTS 1.6
 SW0502'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0536 ***********************************************************************
 SW0536  DESIGNATION -  1252
 SW0536  PID         -  SW0536
 SW0536  STATE/COUNTY-  WA/GRANT
 SW0536  USGS QUAD   -  STRATFORD (1976)
 SW0536
 SW0536                         *CURRENT SURVEY CONTROL
 SW0536  ___________________________________________________________________
 SW0536* NAD 83(1986)-  47 24 42.     (N)    119 20 41.     (W)     SCALED    
 SW0536* NAVD 88     -       382.532  (meters)    1255.02   (feet)  ADJUSTED  
 SW0536  ___________________________________________________________________
 SW0536  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 SW0536  DYNAMIC HT  -         382.562 (meters)    1255.12  (feet)  COMP
 SW0536  MODELED GRAV-     980,681.2   (mgal)                       NAVD 88
 SW0536
 SW0536  VERT ORDER  -  SECOND    CLASS 0
 SW0536
 SW0536.The horizontal coordinates were scaled from a topographic map and have
 SW0536.an estimated accuracy of +/- 6 seconds.
 SW0536
 SW0536.The orthometric height was determined by differential leveling
 SW0536.and adjusted by the National Geodetic Survey in June 1991..
 SW0536
 SW0536.The geoid height was determined by GEOID03.
 SW0536
 SW0536.The dynamic height is computed by dividing the NAVD 88
 SW0536.geopotential number by the normal gravity value computed on the
 SW0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0536.degrees latitude (g = 980.6199 gals.).
 SW0536
 SW0536.The modeled gravity was interpolated from observed gravity values.
 SW0536
 SW0536;                    North         East    Units  Estimated Accuracy
 SW0536;SPC WA S     -   231,660.      587,190.      MT  (+/- 180 meters Scaled)
 SW0536
 SW0536                          SUPERSEDED SURVEY CONTROL
 SW0536
 SW0536  NGVD 29 (??/??/92)  381.368  (m)         1251.20   (f) ADJ UNCH    2 0
 SW0536
 SW0536.Superseded values are not recommended for survey control.
 SW0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0536.See file dsdata.txt to determine how the superseded data were derived.
 SW0536
 SW0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN231535(NAD 83)
 SW0536_MARKER: P = PIPE CAP
 SW0536_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0536_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0536_STAMPING: 1252-T 1934
 SW0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0536
 SW0536  HISTORY     - Date     Condition        Report By
 SW0536  HISTORY     - 1934     MONUMENTED       USGS
 SW0536  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0536
 SW0536                          STATION DESCRIPTION
 SW0536
 SW0536'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 SW0536'2.2 MI E FROM ADRIAN.
 SW0536'2.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SW0536'ADRIAN, 69 YARDS NORTHEAST OF A CROSSING, 31 FEET WEST OF MILEPOST
 SW0536'1587, AND 32 FEET SOUTHEAST OF THE TRACK.  A U.S. GEOLOGICAL SURVEY
 SW0536'STANDARD CAP STAMPED 1252 T AND RIVETED ON THE TOP OF A 3-1/2-INCH
 SW0536'IRON PIPE PROJECTING 9 INCHES ABOVE GROUND.
 SW0536
 SW0536                          STATION RECOVERY (1968)
 SW0536
 SW0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0732 ***********************************************************************
 SW0732  DESIGNATION -  1259
 SW0732  PID         -  SW0732
 SW0732  STATE/COUNTY-  WA/GRANT
 SW0732  USGS QUAD   -  QUINCY (1966)
 SW0732
 SW0732                         *CURRENT SURVEY CONTROL
 SW0732  ___________________________________________________________________
 SW0732* NAD 83(1986)-  47 10 32.     (N)    119 51 13.     (W)     SCALED    
 SW0732* NAVD 88     -       384.890  (meters)    1262.76   (feet)  ADJUSTED  
 SW0732  ___________________________________________________________________
 SW0732  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 SW0732  DYNAMIC HT  -         384.915 (meters)    1262.84  (feet)  COMP
 SW0732  MODELED GRAV-     980,667.5   (mgal)                       NAVD 88
 SW0732
 SW0732  VERT ORDER  -  SECOND    CLASS 0
 SW0732
 SW0732.The horizontal coordinates were scaled from a topographic map and have
 SW0732.an estimated accuracy of +/- 6 seconds.
 SW0732
 SW0732.The orthometric height was determined by differential leveling
 SW0732.and adjusted by the National Geodetic Survey in June 1991..
 SW0732
 SW0732.The geoid height was determined by GEOID03.
 SW0732
 SW0732.The dynamic height is computed by dividing the NAVD 88
 SW0732.geopotential number by the normal gravity value computed on the
 SW0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0732.degrees latitude (g = 980.6199 gals.).
 SW0732
 SW0732.The modeled gravity was interpolated from observed gravity values.
 SW0732
 SW0732;                    North         East    Units  Estimated Accuracy
 SW0732;SPC WA S     -   204,970.      549,000.      MT  (+/- 180 meters Scaled)
 SW0732
 SW0732                          SUPERSEDED SURVEY CONTROL
 SW0732
 SW0732  NGVD 29 (??/??/92)  383.760  (m)         1259.05   (f) ADJ UNCH    2 0
 SW0732
 SW0732.Superseded values are not recommended for survey control.
 SW0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0732.See file dsdata.txt to determine how the superseded data were derived.
 SW0732
 SW0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN837286(NAD 83)
 SW0732_MARKER: DD = SURVEY DISK
 SW0732_SETTING: 0 = UNSPECIFIED SETTING
 SW0732_STAMPING: U.S.G.S. 1259 WASH. 1916
 SW0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0732
 SW0732  HISTORY     - Date     Condition        Report By
 SW0732  HISTORY     - 1916     MONUMENTED       USGS
 SW0732  HISTORY     - 1934     GOOD             NGS
 SW0732  HISTORY     - 1967     MARK NOT FOUND   NGS
 SW0732
 SW0732                          STATION DESCRIPTION
 SW0732
 SW0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0732'4.1 MI S FROM QUINCY.
 SW0732'4.1 MI. S. ALONG WASH. STATE HWY. NO. 7 FROM POST OFFICE ALONG THE
 SW0732'RIGHT OF WAY OF WASHINGTON STATE HIGHWAY NO. 7, 42 FEET WEST OF CENTER
 SW0732'LINE OF HIGHWAY, 2 FEET S.E. OF N.E. FENCE CORNER, 138 YARDS NORTH OF
 SW0732'FARM OWNED BY N.D. JOHNSTON.  NOTE-- ROAD CONSTR IN AREA, LAND
 SW0732'CULTIVATED AND IRRIGATED, BM BELIEVED DESTROYED.
 SW0732
 SW0732                          STATION RECOVERY (1967)
 SW0732
 SW0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SW0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0540 ***********************************************************************
 SW0540  DESIGNATION -  1259
 SW0540  PID         -  SW0540
 SW0540  STATE/COUNTY-  WA/GRANT
 SW0540  USGS QUAD   -  WILSON CREEK NW (1956)
 SW0540
 SW0540                         *CURRENT SURVEY CONTROL
 SW0540  ___________________________________________________________________
 SW0540* NAD 83(1986)-  47 25 57.     (N)    119 13 32.     (W)     SCALED    
 SW0540* NAVD 88     -       384.858  (meters)    1262.65   (feet)  ADJUSTED  
 SW0540  ___________________________________________________________________
 SW0540  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 SW0540  DYNAMIC HT  -         384.884 (meters)    1262.74  (feet)  COMP
 SW0540  MODELED GRAV-     980,669.7   (mgal)                       NAVD 88
 SW0540
 SW0540  VERT ORDER  -  SECOND    CLASS 0
 SW0540
 SW0540.The horizontal coordinates were scaled from a topographic map and have
 SW0540.an estimated accuracy of +/- 6 seconds.
 SW0540
 SW0540.The orthometric height was determined by differential leveling
 SW0540.and adjusted by the National Geodetic Survey in June 1991..
 SW0540
 SW0540.The geoid height was determined by GEOID03.
 SW0540
 SW0540.The dynamic height is computed by dividing the NAVD 88
 SW0540.geopotential number by the normal gravity value computed on the
 SW0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0540.degrees latitude (g = 980.6199 gals.).
 SW0540
 SW0540.The modeled gravity was interpolated from observed gravity values.
 SW0540
 SW0540;                    North         East    Units  Estimated Accuracy
 SW0540;SPC WA S     -   234,110.      596,140.      MT  (+/- 180 meters Scaled)
 SW0540
 SW0540                          SUPERSEDED SURVEY CONTROL
 SW0540
 SW0540  NGVD 29 (??/??/92)  383.688  (m)         1258.82   (f) ADJ UNCH    2 0
 SW0540
 SW0540.Superseded values are not recommended for survey control.
 SW0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0540.See file dsdata.txt to determine how the superseded data were derived.
 SW0540
 SW0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN321556(NAD 83)
 SW0540_MARKER: DD = SURVEY DISK
 SW0540_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0540_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0540_STAMPING: 1259-T
 SW0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0540
 SW0540  HISTORY     - Date     Condition        Report By
 SW0540  HISTORY     - UNK      MONUMENTED       USGS
 SW0540  HISTORY     - 1934     GOOD             NGS
 SW0540  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0540
 SW0540                          STATION DESCRIPTION
 SW0540
 SW0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0540'3.0 MI E FROM STRATFORD.
 SW0540'3.0 MILES EAST ALONG G.N.RR. FROM STATION.  ALONG GREAT NORTHERN
 SW0540'RAILROAD RIGHT OF WAY, 4 RAIL LENGTHS APPROXIMATELY 44 YARDS WEST OF
 SW0540'MILE POST 1581, 24 FEET SOUTH OF TRACK, 25 FEET NORTH OF RIGHT OF WAY
 SW0540'FENCE, ON IRON POST 8 INCHES HIGH.  NOTE-- LAND LEVELING IN AREA, BM
 SW0540'PROBABLY DESTROYED.
 SW0540
 SW0540                          STATION RECOVERY (1968)
 SW0540
 SW0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0647 ***********************************************************************
 SW0647  DESIGNATION -  1261 T
 SW0647  PID         -  SW0647
 SW0647  STATE/COUNTY-  WA/GRANT
 SW0647  USGS QUAD   -  EPHRATA (1978)
 SW0647
 SW0647                         *CURRENT SURVEY CONTROL
 SW0647  ___________________________________________________________________
 SW0647* NAD 83(1986)-  47 16 30.     (N)    119 35 00.     (W)     SCALED    
 SW0647* NAVD 88     -       385.54   (+/-2cm)    1264.9    (feet)  VERTCON   
 SW0647  ___________________________________________________________________
 SW0647  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 SW0647
 SW0647  VERT ORDER  -  ? (See Below)
 SW0647
 SW0647.The horizontal coordinates were scaled from a topographic map and have
 SW0647.an estimated accuracy of +/- 6 seconds.
 SW0647
 SW0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0647.The vertical order pertains to the NGVD 29 superseded value.
 SW0647
 SW0647.The geoid height was determined by GEOID03.
 SW0647
 SW0647;                    North         East    Units  Estimated Accuracy
 SW0647;SPC WA S     -   216,230.      569,360.      MT  (+/- 180 meters Scaled)
 SW0647
 SW0647                          SUPERSEDED SURVEY CONTROL
 SW0647
 SW0647  NGVD 29 (??/??/92)  384.404  (m)         1261.17   (f) ADJ UNCH    ?  
 SW0647
 SW0647.Superseded values are not recommended for survey control.
 SW0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0647.See file dsdata.txt to determine how the superseded data were derived.
 SW0647
 SW0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN046389(NAD 83)
 SW0647_MARKER: P = PIPE CAP
 SW0647_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0647_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0647_STAMPING: 1261 T
 SW0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0647
 SW0647  HISTORY     - Date     Condition        Report By
 SW0647  HISTORY     - UNK      MONUMENTED       USGS
 SW0647  HISTORY     - 1968     GOOD             NGS
 SW0647
 SW0647                          STATION DESCRIPTION
 SW0647
 SW0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0647'3.8 MI SW FROM EPHRATA.
 SW0647'MARK IS 3.8 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM
 SW0647'EPHRATA MARK IS ABOUT 2000 FEET EAST OF MILEPOST 1603, AND ABOUT 390
 SW0647'YARDS WEST OF THE INTERSECTION OF STATE HIGHWAY 28 AND THE RAILROAD
 SW0647'TRACK, 166 YARDS EAST OF THE EAST ONE OF TWO SIGNALS AT THE EAST END
 SW0647'OF A SIDE TRACK, 100 YARDS EAST OF THE WEST END OF A CURVE, 20 YARDS
 SW0647'EAST OF THE EAST END OF A SMALL GRAVEL PIT ON THE SOUTH SIDE OF THE
 SW0647'TRACK.  TEN YARDS NORTH OF AND TWO FEET LOWER THAN THE TRACK, A
 SW0647'GEOLOGICAL SURVEY DISK SET IN A 4X6-FOOT BOULDER WHICH PROJECTS 18 IN.
 SW0647'NOTE-- A 1-INCH PORTION OF THE EAST SIDE OF THE DISK HAS BEEN BROKEN
 SW0647'OFF BUT MARK APPARENTLY IS SOLID AND UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0032 ***********************************************************************
 TP0032  DESIGNATION -  1262
 TP0032  PID         -  TP0032
 TP0032  STATE/COUNTY-  WA/STEVENS
 TP0032  USGS QUAD   -  MARCUS (1979)
 TP0032
 TP0032                         *CURRENT SURVEY CONTROL
 TP0032  ___________________________________________________________________
 TP0032* NAD 83(1986)-  48 39 36.     (N)    118 05 58.     (W)     SCALED    
 TP0032* NAVD 88     -       383.891  (meters)    1259.48   (feet)  ADJUSTED  
 TP0032  ___________________________________________________________________
 TP0032  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 TP0032  DYNAMIC HT  -         383.956 (meters)    1259.70  (feet)  COMP
 TP0032  MODELED GRAV-     980,770.0   (mgal)                       NAVD 88
 TP0032
 TP0032  VERT ORDER  -  FIRST     CLASS II
 TP0032
 TP0032.The horizontal coordinates were scaled from a topographic map and have
 TP0032.an estimated accuracy of +/- 6 seconds.
 TP0032
 TP0032.The orthometric height was determined by differential leveling
 TP0032.and adjusted by the National Geodetic Survey in June 1991..
 TP0032
 TP0032.The geoid height was determined by GEOID03.
 TP0032
 TP0032.The dynamic height is computed by dividing the NAVD 88
 TP0032.geopotential number by the normal gravity value computed on the
 TP0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0032.degrees latitude (g = 980.6199 gals.).
 TP0032
 TP0032.The modeled gravity was interpolated from observed gravity values.
 TP0032
 TP0032;                    North         East    Units  Estimated Accuracy
 TP0032;SPC WA N     -   188,150.      701,360.      MT  (+/- 180 meters Scaled)
 TP0032
 TP0032                          SUPERSEDED SURVEY CONTROL
 TP0032
 TP0032  NGVD 29 (??/??/92)  382.664  (m)         1255.46   (f) ADJ UNCH    1 2
 TP0032
 TP0032.Superseded values are not recommended for survey control.
 TP0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0032.See file dsdata.txt to determine how the superseded data were derived.
 TP0032
 TP0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP190902(NAD 83)
 TP0032_MARKER: P = PIPE CAP
 TP0032_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TP0032_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TP0032_STAMPING: U. S. G. S. 1262
 TP0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0032
 TP0032  HISTORY     - Date     Condition        Report By
 TP0032  HISTORY     - UNK      MONUMENTED       USGS
 TP0032  HISTORY     - 1936     POOR             NGS
 TP0032
 TP0032                          STATION DESCRIPTION
 TP0032
 TP0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 TP0032'IN MARCUS.
 TP0032'IN MARCUS, 130 FEET NW OF MARCUS DEPOT, ABOUT 150 FEET NORTH OF MILE
 TP0032'POST 101, AT EDGE OF SIDE WALK, AT INTERSECTION OF ROAD PARALLELING
 TP0032'TRACK AND ROAD LEADING WEST FROM DEPOT, 35 FEET NORTHEAST OF DWELLING
 TP0032'HOUSE, PROJECTS ABOUT 2 FEET ABOVE GROUND.  STD. US GEOLOGICAL SURVEY
 TP0032'IRON PIPE WITH CAP.  NOTE-- THIS PIPE SHOWS SIGNS OF CORROSION AT
 TP0032'EARTH LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0932 ***********************************************************************
 SB0932  DESIGNATION -  1267 USGS
 SB0932  PID         -  SB0932
 SB0932  STATE/COUNTY-  WA/KITTITAS
 SB0932  USGS QUAD   -  WYMER (1953)
 SB0932
 SB0932                         *CURRENT SURVEY CONTROL
 SB0932  ___________________________________________________________________
 SB0932* NAD 83(1986)-  46 48 07.     (N)    120 27 28.     (W)     SCALED    
 SB0932* NAVD 88     -       387.348  (meters)    1270.82   (feet)  ADJUSTED  
 SB0932  ___________________________________________________________________
 SB0932  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 SB0932  DYNAMIC HT  -         387.353 (meters)    1270.84  (feet)  COMP
 SB0932  MODELED GRAV-     980,618.0   (mgal)                       NAVD 88
 SB0932
 SB0932  VERT ORDER  -  FIRST     CLASS II
 SB0932
 SB0932.The horizontal coordinates were scaled from a topographic map and have
 SB0932.an estimated accuracy of +/- 6 seconds.
 SB0932
 SB0932.The orthometric height was determined by differential leveling
 SB0932.and adjusted by the National Geodetic Survey in June 1991..
 SB0932
 SB0932.The geoid height was determined by GEOID03.
 SB0932
 SB0932.The dynamic height is computed by dividing the NAVD 88
 SB0932.geopotential number by the normal gravity value computed on the
 SB0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0932.degrees latitude (g = 980.6199 gals.).
 SB0932
 SB0932.The modeled gravity was interpolated from observed gravity values.
 SB0932
 SB0932;                    North         East    Units  Estimated Accuracy
 SB0932;SPC WA S     -   163,240.      503,220.      MT  (+/- 180 meters Scaled)
 SB0932
 SB0932                          SUPERSEDED SURVEY CONTROL
 SB0932
 SB0932.No superseded survey control is available for this station.
 SB0932
 SB0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS939862(NAD 83)
 SB0932_MARKER: DB = BENCH MARK DISK
 SB0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0932_SP_SET: CONCRETE POST
 SB0932_STAMPING: 1267 6E 1938
 SB0932_MARK LOGO: USGS  
 SB0932_PROJECTION: PROJECTING 10 CENTIMETERS
 SB0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0932+STABILITY: SURFACE MOTION
 SB0932
 SB0932  HISTORY     - Date     Condition        Report By
 SB0932  HISTORY     - 1938     MONUMENTED       USGS
 SB0932  HISTORY     - 1982     GOOD             NGS
 SB0932  HISTORY     - 1990     GOOD             USPSQD
 SB0932
 SB0932                          STATION DESCRIPTION
 SB0932
 SB0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0932'31.3 KM (19.5 MI) SOUTH FROM ELLENSBURG.
 SB0932'31.3 KM (19.55 MI) SOUTH ALONG STATE HIGHWAY 821 FROM THE COURTHOUSE
 SB0932'AT ELLENSBURG, IN THE EAST END OF A LONG NARROW FLAT AT THE EAST END
 SB0932'OF A HIGHWAY CURVE, 4.5 KM (2.8 MI) NORTH OF THE T JUNCTION OF BURBANK
 SB0932'CREEK RANCH ROAD, 0.85 KM (0.53 MI) NORTH OF MILEPOST 10, 13.0 METERS
 SB0932'(42.5 FT) SOUTH OF THE HIGHWAY, 82.0 METERS (269 FT) EAST ACROSS THE
 SB0932'HIGHWAY FROM THE WEST END OF A CONCRETE POST AND STEEL CABLE GUARD
 SB0932'RAIL.
 SB0932'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 SB0932'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SB0932
 SB0932                          STATION RECOVERY (1990)
 SB0932
 SB0932'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBD)
 SB0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0906 ***********************************************************************
 SY0906  DESIGNATION -  12.7 USGS
 SY0906  PID         -  SY0906
 SY0906  STATE/COUNTY-  WA/KITSAP
 SY0906  USGS QUAD   -  BREMERTON WEST (1981)
 SY0906
 SY0906                         *CURRENT SURVEY CONTROL
 SY0906  ___________________________________________________________________
 SY0906* NAD 83(1986)-  47 33 12.     (N)    122 39 35.     (W)     SCALED    
 SY0906* NAVD 88     -         4.844  (meters)      15.89   (feet)  POSTED    
 SY0906  ___________________________________________________________________
 SY0906  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 SY0906  DYNAMIC HT  -           4.850 (meters)      15.91  (feet)  COMP
 SY0906  MODELED GRAV-     980,818.1   (mgal)                       NAVD 88
 SY0906
 SY0906  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0906
 SY0906.The horizontal coordinates were scaled from a topographic map and have
 SY0906.an estimated accuracy of +/- 6 seconds.
 SY0906
 SY0906.The orthometric height was determined by differential leveling
 SY0906.and adjusted by the National Geodetic Survey in 1992..
 SY0906.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0906.rate of 0.0 thru 1.0 mm/km.
 SY0906
 SY0906.The geoid height was determined by GEOID03.
 SY0906
 SY0906.The dynamic height is computed by dividing the NAVD 88
 SY0906.geopotential number by the normal gravity value computed on the
 SY0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0906.degrees latitude (g = 980.6199 gals.).
 SY0906
 SY0906.The modeled gravity was interpolated from observed gravity values.
 SY0906
 SY0906;                    North         East    Units  Estimated Accuracy
 SY0906;SPC WA N     -    63,150.      362,550.      MT  (+/- 180 meters Scaled)
 SY0906
 SY0906                          SUPERSEDED SURVEY CONTROL
 SY0906
 SY0906  NGVD 29 (??/??/??)    3.780  (m)           12.40   (f) ADJUSTED    1 2
 SY0906
 SY0906.Superseded values are not recommended for survey control.
 SY0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0906.See file dsdata.txt to determine how the superseded data were derived.
 SY0906
 SY0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET256667(NAD 83)
 SY0906_MARKER: S = SPIKE
 SY0906_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0906_SP_SET: FIR TREE
 SY0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0906
 SY0906  HISTORY     - Date     Condition        Report By
 SY0906  HISTORY     - UNK      MONUMENTED       USGS
 SY0906  HISTORY     - 1974     GOOD             NGS
 SY0906  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY0906
 SY0906                          STATION DESCRIPTION
 SY0906
 SY0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY0906'1.2 MI S FROM BREMERTON.
 SY0906'AT BREMERTON, KITSAP COUNTY, 1.2 MILES SOUTH ALONG STATE HIGHWAY 21
 SY0906'FROM THE INTERSECTION OF SIXTH STREET AND CALLOW AVENUE, 0.1 MILE
 SY0906'SOUTHWEST OF THE INTERSECTION OF THE OLD HIGHWAY, 16.3 FEET NORTHEAST
 SY0906'OF THE EAST CORNER OF SMALL RED HOUSE NUMBER 18, 22.8 FEET NORTHWEST
 SY0906'OF THE CENTERLINE OF THE OLD HIGHWAY, AT A DEAD FIR TREE WITH A
 SY0906'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE, IN THE NORTHWEST BASE OF THE
 SY0906'TREE, AND 0.2 FOOT ABOVE THE GROUND.  A RAILROAD SPIKE.
 SY0906
 SY0906                          STATION RECOVERY (2001)
 SY0906
 SY0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY0906'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1363 ***********************************************************************
 SA1363  DESIGNATION -  1270 AZ MK
 SA1363  PID         -  SA1363
 SA1363  STATE/COUNTY-  WA/BENTON
 SA1363  USGS QUAD   -  PROSSER (1965)
 SA1363
 SA1363                         *CURRENT SURVEY CONTROL
 SA1363  ___________________________________________________________________
 SA1363* NAD 83(1986)-  46 08 21.     (N)    119 46 07.     (W)     SCALED    
 SA1363* NAVD 88     -       415.727  (meters)    1363.93   (feet)  ADJUSTED  
 SA1363  ___________________________________________________________________
 SA1363  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SA1363  DYNAMIC HT  -         415.722 (meters)    1363.91  (feet)  COMP
 SA1363  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 SA1363
 SA1363  VERT ORDER  -  SECOND    CLASS 0
 SA1363
 SA1363.The horizontal coordinates were scaled from a topographic map and have
 SA1363.an estimated accuracy of +/- 6 seconds.
 SA1363
 SA1363.The orthometric height was determined by differential leveling
 SA1363.and adjusted by the National Geodetic Survey in June 1991..
 SA1363
 SA1363.The geoid height was determined by GEOID03.
 SA1363
 SA1363.The dynamic height is computed by dividing the NAVD 88
 SA1363.geopotential number by the normal gravity value computed on the
 SA1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1363.degrees latitude (g = 980.6199 gals.).
 SA1363
 SA1363.The modeled gravity was interpolated from observed gravity values.
 SA1363
 SA1363;                    North         East    Units  Estimated Accuracy
 SA1363;SPC WA S     -    89,830.      556,510.      MT  (+/- 180 meters Scaled)
 SA1363
 SA1363                          SUPERSEDED SURVEY CONTROL
 SA1363
 SA1363  NGVD 29 (??/??/92)  414.681  (m)         1360.50   (f) ADJ UNCH    2 0
 SA1363
 SA1363.Superseded values are not recommended for survey control.
 SA1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1363.See file dsdata.txt to determine how the superseded data were derived.
 SA1363
 SA1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM861132(NAD 83)
 SA1363_MARKER: DZ = AZIMUTH MARK DISK
 SA1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1363_STAMPING: USGS BM 1270 1948
 SA1363_MARK LOGO: CGS   
 SA1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1363+STABILITY: SURFACE MOTION
 SA1363
 SA1363  HISTORY     - Date     Condition        Report By
 SA1363  HISTORY     - 1948     MONUMENTED       CGS
 SA1363  HISTORY     - 1950     GOOD             CGS
 SA1363  HISTORY     - 1962     GOOD             CGS
 SA1363  HISTORY     - 1982     GOOD             NGS
 SA1363
 SA1363                          STATION DESCRIPTION
 SA1363
 SA1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1363'5.1 MI S FROM PROSSER.
 SA1363'ABOUT 5.1 MILES SOUTH ALONG KINNEY WAY AND LINCOLN ROAD FROM THE
 SA1363'PROSSER ELEMENTARY SCHOOL, ABOUT 0.9 MILE NORTH OF THE JUNCTION OF
 SA1363'SELLARDS ROAD, 0.15 MILE NORTH OF THE JUNCTION OF A PRIVATE DRIVEWAY
 SA1363'LEADING WEST TO A RANCH HOUSE, 27 1/2 FEET WEST OF THE CENTER LINE OF
 SA1363'THE ROAD, 1.5 FEET NORTH OF A WITNESS POST, 1.3 FEET EAST OF A FENCE,
 SA1363'3.0 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SA1363'PROJECTING 3 INCHES ABOVE THE GROUND.
 SA1363
 SA1363                          STATION RECOVERY (1962)
 SA1363
 SA1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SA1363'RECOVERED IN GOOD CONDITION.
 SA1363
 SA1363                          STATION RECOVERY (1982)
 SA1363
 SA1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA1363'0.64 KM (0.4 MI) SOUTHWEST ALONG SEVENTH STREET FROM THE INTERSECTION
 SA1363'OF BENNETT AVE. AT THE RAILROAD STATION IN PROSSER THENCE LEFT 1.29
 SA1363'KM (0.8 MI) SOUTH ALONG PATTERSON AVE. TO THE JUNCTION OF STATE
 SA1363'HIGHWAY 22 AND 221 THENCE SOUTH ALONG STATE HIGHWAY 221 FOR 20.44 KM
 SA1363'(12.7 MI) TO THE INTERSECTION OF SELLARDS ROAD THENCE RIGHT WEST
 SA1363'ALONG SELLARDS ROAD FOR 12.78 KM (8.0 MI) TO A CROSS ROAD THENCE
 SA1363'RIGHT NORTH FOR 1.45 KM (0.9 MI) TO THE MARK ON THE LEFT 11.3 M (37
 SA1363'FT) WEST OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1365 ***********************************************************************
 SA1365  DESIGNATION -  1270 RESET
 SA1365  PID         -  SA1365
 SA1365  STATE/COUNTY-  WA/BENTON
 SA1365  USGS QUAD   -  PROSSER (1965)
 SA1365
 SA1365                         *CURRENT SURVEY CONTROL
 SA1365  ___________________________________________________________________
 SA1365* NAD 83(1986)-  46 07 36.     (N)    119 46 06.     (W)     SCALED    
 SA1365* NAVD 88     -       387.49   (+/-2cm)    1271.3    (feet)  VERTCON   
 SA1365  ___________________________________________________________________
 SA1365  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SA1365
 SA1365  VERT ORDER  -  THIRD (See Below)
 SA1365
 SA1365.The horizontal coordinates were scaled from a topographic map and have
 SA1365.an estimated accuracy of +/- 6 seconds.
 SA1365
 SA1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1365.The vertical order pertains to the NGVD 29 superseded value.
 SA1365
 SA1365.The geoid height was determined by GEOID03.
 SA1365
 SA1365;                    North         East    Units  Estimated Accuracy
 SA1365;SPC WA S     -    88,440.      556,540.      MT  (+/- 180 meters Scaled)
 SA1365
 SA1365                          SUPERSEDED SURVEY CONTROL
 SA1365
 SA1365  NGVD 29 (??/??/??)  386.44   (m)         1267.8    (f) RESET       3  
 SA1365
 SA1365.Superseded values are not recommended for survey control.
 SA1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1365.See file dsdata.txt to determine how the superseded data were derived.
 SA1365
 SA1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM861118(NAD 83)
 SA1365_MARKER: DD = SURVEY DISK
 SA1365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA1365_SP_SET: FOUNDATION
 SA1365_STAMPING: 1270 USGS 1962
 SA1365_MARK LOGO: CGS   
 SA1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA1365
 SA1365  HISTORY     - Date     Condition        Report By
 SA1365  HISTORY     - 1962     MONUMENTED       LOCENG
 SA1365  HISTORY     - 1982     GOOD             NGS
 SA1365
 SA1365                          STATION DESCRIPTION
 SA1365
 SA1365'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 SA1365'6.0 MI S FROM PROSSER.
 SA1365'ABOUT 6.0 MILES SOUTH ALONG KINNEY WAY AND LINCOLN ROAD FROM THE
 SA1365'PROSSER ELEMENTARY SCHOOL, IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 SA1365'OF LINCOLN ROAD AND SELLARDS ROAD, AND SET IN THE NORTHWEST CORNER OF
 SA1365'THE CONCRETE FOUNDATION FOR THE SCALES WHICH IS ALONG THE NORTH SIDE
 SA1365'OF A LONG METAL QUANSET-HUT TYPE BUILDING, WHICH IS USED FOR A GRAIN
 SA1365'ELEVATOR.
 SA1365
 SA1365                          STATION RECOVERY (1982)
 SA1365
 SA1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA1365'0.64 KM (0.4 MI) SOUTHWEST ALONG SEVENTH STREET FROM THE INTERSECTION
 SA1365'BENNETT AVE. AT THE RAILROAD STATION IN PROSSER THENCE LEFT 1.29 KM
 SA1365'(0.8 MI) SOUTH ALONG PATTERSON AVE. TO THE JUNCTION OF STATE HIGHWAY
 SA1365'22 AND 221 THENCE SOUTH ALONG STATE HIGHWAY 221 FOR 20.44 KM (12.7
 SA1365'MI) TO THE INTERSECTION OF SELLARDS ROAD THENCE RIGHT WEST ALONG
 SA1365'SELLARDS ROAD FOR 12.87 KM (8.0 MI) TO THE MARK ON THE LEFT SET IN A
 SA1365'DRILL HOLE IN THE NORTHWEST CORNER OF THE SCALES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1362 ***********************************************************************
 SA1362  DESIGNATION -  1270 RM 2
 SA1362  PID         -  SA1362
 SA1362  STATE/COUNTY-  WA/BENTON
 SA1362  USGS QUAD   -  PROSSER (1965)
 SA1362
 SA1362                         *CURRENT SURVEY CONTROL
 SA1362  ___________________________________________________________________
 SA1362* NAD 83(1986)-  46 07 36.     (N)    119 46 06.     (W)     SCALED    
 SA1362* NAVD 88     -       387.857  (meters)    1272.49   (feet)  ADJUSTED  
 SA1362  ___________________________________________________________________
 SA1362  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SA1362  DYNAMIC HT  -         387.853 (meters)    1272.48  (feet)  COMP
 SA1362  MODELED GRAV-     980,595.2   (mgal)                       NAVD 88
 SA1362
 SA1362  VERT ORDER  -  SECOND    CLASS 0
 SA1362
 SA1362.The horizontal coordinates were scaled from a topographic map and have
 SA1362.an estimated accuracy of +/- 6 seconds.
 SA1362
 SA1362.The orthometric height was determined by differential leveling
 SA1362.and adjusted by the National Geodetic Survey in June 1991..
 SA1362
 SA1362.The geoid height was determined by GEOID03.
 SA1362
 SA1362.The dynamic height is computed by dividing the NAVD 88
 SA1362.geopotential number by the normal gravity value computed on the
 SA1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1362.degrees latitude (g = 980.6199 gals.).
 SA1362
 SA1362.The modeled gravity was interpolated from observed gravity values.
 SA1362
 SA1362;                    North         East    Units  Estimated Accuracy
 SA1362;SPC WA S     -    88,440.      556,540.      MT  (+/- 180 meters Scaled)
 SA1362
 SA1362                          SUPERSEDED SURVEY CONTROL
 SA1362
 SA1362  NGVD 29 (??/??/92)  386.812  (m)         1269.07   (f) ADJ UNCH    2 0
 SA1362
 SA1362.Superseded values are not recommended for survey control.
 SA1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1362.See file dsdata.txt to determine how the superseded data were derived.
 SA1362
 SA1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM861118(NAD 83)
 SA1362_MARKER: DR = REFERENCE MARK DISK
 SA1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1362_STAMPING: USGS BM 1270 NO 2 1948
 SA1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1362+STABILITY: SURFACE MOTION
 SA1362
 SA1362  HISTORY     - Date     Condition        Report By
 SA1362  HISTORY     - 1948     MONUMENTED       CGS
 SA1362  HISTORY     - 1950     GOOD             NGS
 SA1362  HISTORY     - 1962     MARK NOT FOUND   NGS
 SA1362
 SA1362                          STATION DESCRIPTION
 SA1362
 SA1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SA1362'6.0 MI S FROM PROSSER.
 SA1362'ABOUT 6.0 MILES SOUTH ALONG KINNEY WAY AND LINCOLN ROAD FROM THE
 SA1362'PROSSER ELEMENTARY SCHOOL, AT THE INTERSECTION OF SELLARDS ROAD, AT
 SA1362'THE WEST EDGE OF A CULTIVATED FIELD, 53.4 FEET NORTHWEST OF THE
 SA1362'STATION, 19 1/2 FEET EAST OF LINCOLN ROAD, LEVEL WITH THE ROAD, AND
 SA1362'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SA1362
 SA1362                          STATION RECOVERY (1962)
 SA1362
 SA1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SA1362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4274 ***********************************************************************
 RD4274  DESIGNATION -  12700
 RD4274  PID         -  RD4274
 RD4274  STATE/COUNTY-  WA/CLARK
 RD4274  USGS QUAD   -  BATTLE GROUND (1990)
 RD4274
 RD4274                         *CURRENT SURVEY CONTROL
 RD4274  ___________________________________________________________________
 RD4274* NAD 83(1986)-  45 46 51.     (N)    122 32 32.     (W)     SCALED    
 RD4274* NAVD 88     -        89.710  (meters)     294.32   (feet)  ADJUSTED  
 RD4274  ___________________________________________________________________
 RD4274  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 RD4274  DYNAMIC HT  -          89.710 (meters)     294.32  (feet)  COMP
 RD4274  MODELED GRAV-     980,614.7   (mgal)                       NAVD 88
 RD4274
 RD4274  VERT ORDER  -  SECOND    CLASS II
 RD4274
 RD4274.The horizontal coordinates were scaled from a topographic map and have
 RD4274.an estimated accuracy of +/- 6 seconds.
 RD4274
 RD4274.The orthometric height was determined by differential leveling
 RD4274.and adjusted by the National Geodetic Survey in April 1995..
 RD4274
 RD4274.The geoid height was determined by GEOID03.
 RD4274
 RD4274.The dynamic height is computed by dividing the NAVD 88
 RD4274.geopotential number by the normal gravity value computed on the
 RD4274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4274.degrees latitude (g = 980.6199 gals.).
 RD4274
 RD4274.The modeled gravity was interpolated from observed gravity values.
 RD4274
 RD4274;                    North         East    Units  Estimated Accuracy
 RD4274;SPC WA S     -    51,800.      341,200.      MT  (+/- 180 meters Scaled)
 RD4274
 RD4274                          SUPERSEDED SURVEY CONTROL
 RD4274
 RD4274  NGVD 29 (03/17/92)   88.654  (m)          290.86   (f) ADJUSTED    2 2
 RD4274
 RD4274.Superseded values are not recommended for survey control.
 RD4274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4274.See file dsdata.txt to determine how the superseded data were derived.
 RD4274
 RD4274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER355697(NAD 83)
 RD4274_MARKER: DB = BENCH MARK DISK
 RD4274_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4274_SP_SET: TOP OF CURB
 RD4274_STAMPING: 12700 1990
 RD4274_MARK LOGO: WA-011
 RD4274_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4274+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 RD4274
 RD4274  HISTORY     - Date     Condition        Report By
 RD4274  HISTORY     - 1990     MONUMENTED       WA-011
 RD4274  HISTORY     - 20020317 GOOD             USPSQD
 RD4274  HISTORY     - 20040523 GOOD             USPSQD
 RD4274  HISTORY     - 20050707 GOOD             USPSQD
 RD4274  HISTORY     - 20060806 GOOD             USPSQD
 RD4274
 RD4274                          STATION DESCRIPTION
 RD4274
 RD4274'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4274'IN CITY OF BATTLEGROUND, IN TOP OF NORTH CURB OF W. MAIN STREET (N.E.
 RD4274'219TH ST) IN FRONT OF MAIN POST OFFICE (CONSTRUCTED 1990), 22 FEET
 RD4274'WEST OF CENTERLINE OF DRIVEWAY TO POST OFFICE, 41 FEET EAST OF A
 RD4274'SIDEWALK ENTRANCE TO POST OFFICE.SET 2 1/2 IN DIAM DOMED BRASS
 RD4274'DISK
 RD4274
 RD4274                          STATION RECOVERY (2002)
 RD4274
 RD4274'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RD4274'RECOVERED IN GOOD CONDITION.
 RD4274
 RD4274                          STATION RECOVERY (2004)
 RD4274
 RD4274'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 RD4274'RECOVERED IN GOOD CONDITION.  MARK IS 22 FT. WEST OF THE ONLY MAIN ST.
 RD4274'DRIVEWAY.
 RD4274
 RD4274                          STATION RECOVERY (2005)
 RD4274
 RD4274'RECOVERY NOTE BY US POWER SQUADRON 2005
 RD4274'GOOD CONDITION
 RD4274
 RD4274                          STATION RECOVERY (2006)
 RD4274
 RD4274'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0542 ***********************************************************************
 SW0542  DESIGNATION -  1272
 SW0542  PID         -  SW0542
 SW0542  STATE/COUNTY-  WA/GRANT
 SW0542  USGS QUAD   -  WILSON CREEK NW (1956)
 SW0542
 SW0542                         *CURRENT SURVEY CONTROL
 SW0542  ___________________________________________________________________
 SW0542* NAD 83(1986)-  47 25 29.     (N)    119 09 54.     (W)     SCALED    
 SW0542* NAVD 88     -       388.855  (meters)    1275.77   (feet)  ADJUSTED  
 SW0542  ___________________________________________________________________
 SW0542  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SW0542  DYNAMIC HT  -         388.881 (meters)    1275.85  (feet)  COMP
 SW0542  MODELED GRAV-     980,669.5   (mgal)                       NAVD 88
 SW0542
 SW0542  VERT ORDER  -  SECOND    CLASS 0
 SW0542
 SW0542.The horizontal coordinates were scaled from a topographic map and have
 SW0542.an estimated accuracy of +/- 6 seconds.
 SW0542
 SW0542.The orthometric height was determined by differential leveling
 SW0542.and adjusted by the National Geodetic Survey in June 1991..
 SW0542
 SW0542.The geoid height was determined by GEOID03.
 SW0542
 SW0542.The dynamic height is computed by dividing the NAVD 88
 SW0542.geopotential number by the normal gravity value computed on the
 SW0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0542.degrees latitude (g = 980.6199 gals.).
 SW0542
 SW0542.The modeled gravity was interpolated from observed gravity values.
 SW0542
 SW0542;                    North         East    Units  Estimated Accuracy
 SW0542;SPC WA S     -   233,320.      600,730.      MT  (+/- 180 meters Scaled)
 SW0542
 SW0542                          SUPERSEDED SURVEY CONTROL
 SW0542
 SW0542  NGVD 29 (??/??/92)  387.691  (m)         1271.95   (f) ADJ UNCH    2 0
 SW0542
 SW0542.Superseded values are not recommended for survey control.
 SW0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0542.See file dsdata.txt to determine how the superseded data were derived.
 SW0542
 SW0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN367546(NAD 83)
 SW0542_MARKER: P = PIPE CAP
 SW0542_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0542_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0542_STAMPING: 1272 T
 SW0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0542
 SW0542  HISTORY     - Date     Condition        Report By
 SW0542  HISTORY     - UNK      MONUMENTED       BOR
 SW0542  HISTORY     - 1968     GOOD             NGS
 SW0542
 SW0542                          STATION DESCRIPTION
 SW0542
 SW0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0542'2.0 MI W FROM WILSON CREEK.
 SW0542'MARK IS TWO MILES WEST ALONG RAILROAD FROM WILSON CREEK, ABOUT 302
 SW0542'YARDS WEST OF RAILROAD MILE POST 1578, 75 YARDS EAST OF A ROCK CUT AND
 SW0542'ACROSS THE TRACK FROM A SHORT, 30-FOOT HIGH ROCK CUT.  50 YARDS EAST
 SW0542'OF THE WEST END OF A LONG TANGENT, 33 YARDS EAST OF AN OLD ROAD FILL,
 SW0542'35 FEET NORTH OF THE NORTH RAIL, 15 FEET EAST OF A TELEGRAPH POLE, ONE
 SW0542'FOOT SOUTH OF THE LINE OF POLES, ONE FOOT SOUTH OF A METAL WITNESS
 SW0542'POST.  A USGS BM CAP ON A 3 1/2 INCH PIPE WHICH PROJECTS ONE FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1520 ***********************************************************************
 SA1520  DESIGNATION -  1274
 SA1520  PID         -  SA1520
 SA1520  STATE/COUNTY-  WA/GRANT
 SA1520  USGS QUAD   -  BEVERLY NE (1965)
 SA1520
 SA1520                         *CURRENT SURVEY CONTROL
 SA1520  ___________________________________________________________________
 SA1520* NAD 83(1986)-  46 59 11.     (N)    119 47 29.     (W)     SCALED    
 SA1520* NAVD 88     -       389.354  (meters)    1277.41   (feet)  ADJUSTED  
 SA1520  ___________________________________________________________________
 SA1520  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 SA1520  DYNAMIC HT  -         389.376 (meters)    1277.48  (feet)  COMP
 SA1520  MODELED GRAV-     980,658.9   (mgal)                       NAVD 88
 SA1520
 SA1520  VERT ORDER  -  SECOND    CLASS 0
 SA1520
 SA1520.The horizontal coordinates were scaled from a topographic map and have
 SA1520.an estimated accuracy of +/- 6 seconds.
 SA1520
 SA1520.The orthometric height was determined by differential leveling
 SA1520.and adjusted by the National Geodetic Survey in June 1991..
 SA1520
 SA1520.The geoid height was determined by GEOID03.
 SA1520
 SA1520.The dynamic height is computed by dividing the NAVD 88
 SA1520.geopotential number by the normal gravity value computed on the
 SA1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1520.degrees latitude (g = 980.6199 gals.).
 SA1520
 SA1520.The modeled gravity was interpolated from observed gravity values.
 SA1520
 SA1520;                    North         East    Units  Estimated Accuracy
 SA1520;SPC WA S     -   183,980.      553,900.      MT  (+/- 180 meters Scaled)
 SA1520
 SA1520                          SUPERSEDED SURVEY CONTROL
 SA1520
 SA1520  NGVD 29 (??/??/92)  388.244  (m)         1273.76   (f) ADJ UNCH    2 0
 SA1520
 SA1520.Superseded values are not recommended for survey control.
 SA1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1520.See file dsdata.txt to determine how the superseded data were derived.
 SA1520
 SA1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN877074(NAD 83)
 SA1520_MARKER: P = PIPE CAP
 SA1520_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1520_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1520_STAMPING: WASH1274 28
 SA1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1520
 SA1520  HISTORY     - Date     Condition        Report By
 SA1520  HISTORY     - UNK      MONUMENTED       USGS
 SA1520  HISTORY     - 1967     GOOD             NGS
 SA1520
 SA1520                          STATION DESCRIPTION
 SA1520
 SA1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1520'34.35 MI SW FROM MOSES LAKE.
 SA1520'THE MARK IS IN THE SOUTHWEST CORNER OF SECTION 2, T17N, R24E, 0.45
 SA1520'MILE SOUTH OF THE INTERSECTION OF 6.5 SW AND N SW.  IT IS 77 FEET
 SA1520'NORTHEAST AND ACROSS THE ROAD FROM A POWER POLE, 38 FEET NORTHEAST OF
 SA1520'THE CENTER OF THE INTERSECTION OF THE NORTH ONE OF TWO DRIVEWAYS TO
 SA1520'THE A.L. LIND FARMHOUSE, 27 FEET EAST OF THE CENTER OF COUNTY ROAD N
 SA1520'SW, 1.4 FEET SOUTH OF A 4X4 FT. CONCRETE SECTION CORNER MARK STAMPED
 SA1520'11 10 23 WC 45 FT. AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 SA1520'USGS CAP ON 3 1/2 INCH PIPE PROJECTING 12-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0538 ***********************************************************************
 SW0538  DESIGNATION -  1277
 SW0538  PID         -  SW0538
 SW0538  STATE/COUNTY-  WA/GRANT
 SW0538  USGS QUAD   -  STRATFORD (1976)
 SW0538
 SW0538                         *CURRENT SURVEY CONTROL
 SW0538  ___________________________________________________________________
 SW0538* NAD 83(1986)-  47 25 17.     (N)    119 17 04.     (W)     SCALED    
 SW0538* NAVD 88     -       390.166  (meters)    1280.07   (feet)  ADJUSTED  
 SW0538  ___________________________________________________________________
 SW0538  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 SW0538  DYNAMIC HT  -         390.192 (meters)    1280.15  (feet)  COMP
 SW0538  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 SW0538
 SW0538  VERT ORDER  -  SECOND    CLASS 0
 SW0538
 SW0538.The horizontal coordinates were scaled from a topographic map and have
 SW0538.an estimated accuracy of +/- 6 seconds.
 SW0538
 SW0538.The orthometric height was determined by differential leveling
 SW0538.and adjusted by the National Geodetic Survey in June 1991..
 SW0538
 SW0538.The geoid height was determined by GEOID03.
 SW0538
 SW0538.The dynamic height is computed by dividing the NAVD 88
 SW0538.geopotential number by the normal gravity value computed on the
 SW0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0538.degrees latitude (g = 980.6199 gals.).
 SW0538
 SW0538.The modeled gravity was interpolated from observed gravity values.
 SW0538
 SW0538;                    North         East    Units  Estimated Accuracy
 SW0538;SPC WA S     -   232,810.      591,720.      MT  (+/- 180 meters Scaled)
 SW0538
 SW0538                          SUPERSEDED SURVEY CONTROL
 SW0538
 SW0538  NGVD 29 (??/??/92)  389.001  (m)         1276.25   (f) ADJ UNCH    2 0
 SW0538
 SW0538.Superseded values are not recommended for survey control.
 SW0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0538.See file dsdata.txt to determine how the superseded data were derived.
 SW0538
 SW0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN276545(NAD 83)
 SW0538_MARKER: DD = SURVEY DISK
 SW0538_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0538_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0538_STAMPING: 1277-T
 SW0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0538
 SW0538  HISTORY     - Date     Condition        Report By
 SW0538  HISTORY     - UNK      MONUMENTED       USGS
 SW0538  HISTORY     - 1934     GOOD             NGS
 SW0538  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0538
 SW0538                          STATION DESCRIPTION
 SW0538
 SW0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0538'IN STRATFORD.
 SW0538'ALONG GREAT NORTHERN RAILROAD RIGHT OF WAY, 36 FEET NORTH OF MILE POST
 SW0538'1584, 18 RAIL LENGTHS APPROXIMATELY 198 YARDS WEST OF STATION
 SW0538'BUILDING, 16 FEET SOUTH OF TRACK, ON IRON POST 8 INCHES HIGH.
 SW0538
 SW0538                          STATION RECOVERY (1968)
 SW0538
 SW0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0642 ***********************************************************************
 SW0642  DESIGNATION -  1277 T
 SW0642  PID         -  SW0642
 SW0642  STATE/COUNTY-  WA/GRANT
 SW0642  USGS QUAD   -  WINCHESTER (1966)
 SW0642
 SW0642                         *CURRENT SURVEY CONTROL
 SW0642  ___________________________________________________________________
 SW0642* NAD 83(1986)-  47 14 57.     (N)    119 43 18.     (W)     SCALED    
 SW0642* NAVD 88     -       390.259  (meters)    1280.37   (feet)  ADJUSTED  
 SW0642  ___________________________________________________________________
 SW0642  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 SW0642  DYNAMIC HT  -         390.287 (meters)    1280.47  (feet)  COMP
 SW0642  MODELED GRAV-     980,673.8   (mgal)                       NAVD 88
 SW0642
 SW0642  VERT ORDER  -  FIRST     CLASS II
 SW0642
 SW0642.The horizontal coordinates were scaled from a topographic map and have
 SW0642.an estimated accuracy of +/- 6 seconds.
 SW0642
 SW0642.The orthometric height was determined by differential leveling
 SW0642.and adjusted by the National Geodetic Survey in June 1991..
 SW0642
 SW0642.The geoid height was determined by GEOID03.
 SW0642
 SW0642.The dynamic height is computed by dividing the NAVD 88
 SW0642.geopotential number by the normal gravity value computed on the
 SW0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0642.degrees latitude (g = 980.6199 gals.).
 SW0642
 SW0642.The modeled gravity was interpolated from observed gravity values.
 SW0642
 SW0642;                    North         East    Units  Estimated Accuracy
 SW0642;SPC WA S     -   213,240.      558,920.      MT  (+/- 180 meters Scaled)
 SW0642
 SW0642                          SUPERSEDED SURVEY CONTROL
 SW0642
 SW0642  NGVD 29 (??/??/92)  389.129  (m)         1276.67   (f) ADJ UNCH    1 2
 SW0642
 SW0642.Superseded values are not recommended for survey control.
 SW0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0642.See file dsdata.txt to determine how the superseded data were derived.
 SW0642
 SW0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN940364(NAD 83)
 SW0642_MARKER: DD = SURVEY DISK
 SW0642_SETTING: 80 = SET IN A BOULDER
 SW0642_SP_SET: BOULDER
 SW0642_STAMPING: 1277 T
 SW0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0642+STABILITY: SURFACE MOTION
 SW0642
 SW0642  HISTORY     - Date     Condition        Report By
 SW0642  HISTORY     - UNK      MONUMENTED       USGS
 SW0642  HISTORY     - 1948     GOOD             NGS
 SW0642  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0642
 SW0642                          STATION DESCRIPTION
 SW0642
 SW0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SW0642'IN WINCHESTER.
 SW0642'AT WINCHESTER, GRANT COUNTY, ON THE GREAT NORTHERN RAILWAY, 0.1 MILE
 SW0642'WEST OF THE STATION, 0.1 MILE WEST OF THE POST OFFICE, 0.1 MILE EAST
 SW0642'OF A SIDING SWITCH, AT MILEAGE 1609.4, 75 FEET WEST OF A SECOND SIDING
 SW0642'SWITCH, 20 FEET SOUTH OF THE SIDING TRACK, IN THE TOP OF A GRANITE
 SW0642'BOULDER, AND LEVEL WITH THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 SW0642'STANDARD DISK, STAMPED 1277 T.
 SW0642
 SW0642                          STATION RECOVERY (1968)
 SW0642
 SW0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0144 ***********************************************************************
 SA0144  DESIGNATION -  1278
 SA0144  PID         -  SA0144
 SA0144  STATE/COUNTY-  WA/WALLA WALLA
 SA0144  USGS QUAD   -  WAITSBURG (1967)
 SA0144
 SA0144                         *CURRENT SURVEY CONTROL
 SA0144  ___________________________________________________________________
 SA0144* NAD 83(1986)-  46 16 24.     (N)    118 09 27.     (W)     SCALED    
 SA0144* NAVD 88     -       390.516  (meters)    1281.22   (feet)  ADJUSTED  
 SA0144  ___________________________________________________________________
 SA0144  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 SA0144  DYNAMIC HT  -         390.499 (meters)    1281.16  (feet)  COMP
 SA0144  MODELED GRAV-     980,561.7   (mgal)                       NAVD 88
 SA0144
 SA0144  VERT ORDER  -  FIRST     CLASS II
 SA0144
 SA0144.The horizontal coordinates were scaled from a topographic map and have
 SA0144.an estimated accuracy of +/- 6 seconds.
 SA0144
 SA0144.The orthometric height was determined by differential leveling
 SA0144.and adjusted by the National Geodetic Survey in June 1991..
 SA0144
 SA0144.The geoid height was determined by GEOID03.
 SA0144
 SA0144.The dynamic height is computed by dividing the NAVD 88
 SA0144.geopotential number by the normal gravity value computed on the
 SA0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0144.degrees latitude (g = 980.6199 gals.).
 SA0144
 SA0144.The modeled gravity was interpolated from observed gravity values.
 SA0144
 SA0144;                    North         East    Units  Estimated Accuracy
 SA0144;SPC WA S     -   107,160.      680,520.      MT  (+/- 180 meters Scaled)
 SA0144
 SA0144                          SUPERSEDED SURVEY CONTROL
 SA0144
 SA0144  NGVD 29 (??/??/92)  389.55   (m)         1278.0    (f) COMPUTED    1 2
 SA0144
 SA0144.Superseded values are not recommended for survey control.
 SA0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0144.See file dsdata.txt to determine how the superseded data were derived.
 SA0144
 SA0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM108250(NAD 83)
 SA0144_MARKER: DD = SURVEY DISK
 SA0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0144_SP_SET: PEDESTAL
 SA0144_STAMPING: 1278 WASH 1915
 SA0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0144
 SA0144  HISTORY     - Date     Condition        Report By
 SA0144  HISTORY     - 1915     MONUMENTED       USGS
 SA0144  HISTORY     - 1964     MARK NOT FOUND   NGS
 SA0144  HISTORY     - 20050923 MARK NOT FOUND   GEOCAC
 SA0144
 SA0144                          STATION DESCRIPTION
 SA0144
 SA0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SA0144'IN WAITSBURG.
 SA0144'THE MARK WAS TO HAVE BEEN AT WAITSBURG, WALLA WALLA COUNTY, 600 FEET
 SA0144'WEST OF THE UNION PACIFIC RAILROAD STATION, 62 FEET SOUTH OF THE
 SA0144'CENTER LINE OF THE TRACK, 20 FEET SOUTH OF A WAREHOUSE, AND IN THE TOP
 SA0144'OF A CONCRETE PEDESTAL. A UNITED STATES GEOLOGICAL SURVEY STANDARD
 SA0144'DISK, STAMPED 1278 WASH 1915.
 SA0144
 SA0144                          STATION RECOVERY (2005)
 SA0144
 SA0144'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0245 ***********************************************************************
 SA0245  DESIGNATION -  1280
 SA0245  PID         -  SA0245
 SA0245  STATE/COUNTY-  WA/WALLA WALLA
 SA0245  USGS QUAD   -  WAITSBURG (1967)
 SA0245
 SA0245                         *CURRENT SURVEY CONTROL
 SA0245  ___________________________________________________________________
 SA0245* NAD 83(1986)-  46 16 25.     (N)    118 09 10.     (W)     SCALED    
 SA0245* NAVD 88     -       391.148  (meters)    1283.29   (feet)  ADJUSTED  
 SA0245  ___________________________________________________________________
 SA0245  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 SA0245  DYNAMIC HT  -         391.131 (meters)    1283.24  (feet)  COMP
 SA0245  MODELED GRAV-     980,561.6   (mgal)                       NAVD 88
 SA0245
 SA0245  VERT ORDER  -  SECOND    CLASS 0
 SA0245
 SA0245.The horizontal coordinates were scaled from a topographic map and have
 SA0245.an estimated accuracy of +/- 6 seconds.
 SA0245
 SA0245.The orthometric height was determined by differential leveling
 SA0245.and adjusted by the National Geodetic Survey in June 1991..
 SA0245
 SA0245.The geoid height was determined by GEOID03.
 SA0245
 SA0245.The dynamic height is computed by dividing the NAVD 88
 SA0245.geopotential number by the normal gravity value computed on the
 SA0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0245.degrees latitude (g = 980.6199 gals.).
 SA0245
 SA0245.The modeled gravity was interpolated from observed gravity values.
 SA0245
 SA0245;                    North         East    Units  Estimated Accuracy
 SA0245;SPC WA S     -   107,200.      680,890.      MT  (+/- 180 meters Scaled)
 SA0245
 SA0245                          SUPERSEDED SURVEY CONTROL
 SA0245
 SA0245  NGVD 29 (??/??/92)  390.16   (m)         1280.0    (f) COMPUTED    2 0
 SA0245
 SA0245.Superseded values are not recommended for survey control.
 SA0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0245.See file dsdata.txt to determine how the superseded data were derived.
 SA0245
 SA0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM111250(NAD 83)
 SA0245_MARKER: DD = SURVEY DISK
 SA0245_SETTING: 0 = UNSPECIFIED SETTING
 SA0245_STAMPING: 1280 WASH 1915
 SA0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0245
 SA0245  HISTORY     - Date     Condition        Report By
 SA0245  HISTORY     - 1915     MONUMENTED       USGS
 SA0245  HISTORY     - 1934     GOOD             NGS
 SA0245  HISTORY     - 20050923 MARK NOT FOUND   GEOCAC
 SA0245
 SA0245                          STATION DESCRIPTION
 SA0245
 SA0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SA0245'IN WAITSBURG.
 SA0245'ALONG THE RIGHT OF WAY OF THE OREGON-WASHINGTON RAILROAD AND
 SA0245'NAVIGATION CO. RAILROAD, 65 RAIL LENGTHS, APPROXIMATELY 650 YARDS
 SA0245'NORTHEAST OF THE STATION BUILDING AT WAITSBURG, 1-2 RAIL LENGTH EAST
 SA0245'OF PUBLIC RAILROAD CROSSING, 30 FEET NORTH OF TRACK, 1 1-2 FEET SOUTH
 SA0245'OF FENCE CORNER.
 SA0245
 SA0245                          STATION RECOVERY (2005)
 SA0245
 SA0245'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0736 ***********************************************************************
 SW0736  DESIGNATION -  1283
 SW0736  PID         -  SW0736
 SW0736  STATE/COUNTY-  WA/GRANT
 SW0736  USGS QUAD   -  EPHRATA (1978)
 SW0736
 SW0736                         *CURRENT SURVEY CONTROL
 SW0736  ___________________________________________________________________
 SW0736* NAD 83(1986)-  47 15 55.     (N)    119 33 19.     (W)     SCALED    
 SW0736* NAVD 88     -       391.92   (+/-2cm)    1285.8    (feet)  VERTCON   
 SW0736  ___________________________________________________________________
 SW0736  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 SW0736
 SW0736  VERT ORDER  -  ? (See Below)
 SW0736
 SW0736.The horizontal coordinates were scaled from a topographic map and have
 SW0736.an estimated accuracy of +/- 6 seconds.
 SW0736
 SW0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0736.The vertical order pertains to the NGVD 29 superseded value.
 SW0736
 SW0736.The geoid height was determined by GEOID03.
 SW0736
 SW0736;                    North         East    Units  Estimated Accuracy
 SW0736;SPC WA S     -   215,170.      571,490.      MT  (+/- 180 meters Scaled)
 SW0736
 SW0736                          SUPERSEDED SURVEY CONTROL
 SW0736
 SW0736  NGVD 29 (??/??/92)  390.790  (m)         1282.12   (f) ADJ UNCH    ?  
 SW0736
 SW0736.Superseded values are not recommended for survey control.
 SW0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0736.See file dsdata.txt to determine how the superseded data were derived.
 SW0736
 SW0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN067378(NAD 83)
 SW0736_MARKER: DD = SURVEY DISK
 SW0736_SETTING: 66 = SET IN ROCK OUTCROP
 SW0736_SP_SET: ROCK OUTCROP
 SW0736_STAMPING: 1283 PRIM TRAV STA NO 2 1008 WASH
 SW0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0736+STABILITY: POSITION/ELEVATION WELL
 SW0736
 SW0736  HISTORY     - Date     Condition        Report By
 SW0736  HISTORY     - UNK      MONUMENTED       USGS
 SW0736  HISTORY     - 1968     GOOD             NGS
 SW0736
 SW0736                          STATION DESCRIPTION
 SW0736
 SW0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0736'3.5 MI S FROM EPHRATA.
 SW0736'THE MARK IS 3.5 MILES SOUTH OF EPHRATA, ON MORRISON ROAD, (COUNTY ROAD
 SW0736'C-NW), 1/2 MILE NORTH OF THE POINT WHERE THE ROAD CURVES TO THE RIGHT,
 SW0736'(WEST), 0.1 MILE NORTH OF LAVA-ROCK HILLTOP, 25 YARDS WEST OF THE
 SW0736'CENTER OF THE BLACKTOP ROAD, IN A SLIGHT DEPRESSION, A U. S.
 SW0736'GEOLOGICAL SURVEY DISK SET IN AN 8-FOOT DIAMETER, LONE ROCK OUTCROP
 SW0736'WHICH PROJECTS 2 FEET ABOVE THE GROUND.  THE DISK IS STAMPED 1283 PRIM
 SW0736'TRAV STA NO 2 1008 WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1369 ***********************************************************************
 SY1369  DESIGNATION -  12.9 USGS
 SY1369  PID         -  SY1369
 SY1369  STATE/COUNTY-  WA/MASON
 SY1369  USGS QUAD   -  UNION (1985)
 SY1369
 SY1369                         *CURRENT SURVEY CONTROL
 SY1369  ___________________________________________________________________
 SY1369* NAD 83(1986)-  47 15 29.     (N)    123 01 27.     (W)     SCALED    
 SY1369* NAVD 88     -         4.998  (meters)      16.40   (feet)  POSTED    
 SY1369  ___________________________________________________________________
 SY1369  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 SY1369  DYNAMIC HT  -           5.000 (meters)      16.40  (feet)  COMP
 SY1369  MODELED GRAV-     980,796.2   (mgal)                       NAVD 88
 SY1369
 SY1369  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1369
 SY1369.The horizontal coordinates were scaled from a topographic map and have
 SY1369.an estimated accuracy of +/- 6 seconds.
 SY1369
 SY1369.The orthometric height was determined by differential leveling
 SY1369.and adjusted by the National Geodetic Survey in 1992..
 SY1369.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1369.rate of 0.0 thru 1.0 mm/km.
 SY1369
 SY1369.The geoid height was determined by GEOID03.
 SY1369
 SY1369.The dynamic height is computed by dividing the NAVD 88
 SY1369.geopotential number by the normal gravity value computed on the
 SY1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1369.degrees latitude (g = 980.6199 gals.).
 SY1369
 SY1369.The modeled gravity was interpolated from observed gravity values.
 SY1369
 SY1369;                    North         East    Units  Estimated Accuracy
 SY1369;SPC WA S     -   217,000.      308,980.      MT  (+/- 180 meters Scaled)
 SY1369
 SY1369                          SUPERSEDED SURVEY CONTROL
 SY1369
 SY1369  NGVD 29 (??/??/??)    3.939  (m)           12.92   (f) ADJUSTED    1 2
 SY1369
 SY1369.Superseded values are not recommended for survey control.
 SY1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1369.See file dsdata.txt to determine how the superseded data were derived.
 SY1369
 SY1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT981338(NAD 83)
 SY1369_MARKER: N = NAIL
 SY1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1369_SP_SET: ROOT
 SY1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1369
 SY1369  HISTORY     - Date     Condition        Report By
 SY1369  HISTORY     - UNK      MONUMENTED       USGS
 SY1369  HISTORY     - 1944     GOOD             CGS
 SY1369  HISTORY     - 1988     GOOD             USPSQD
 SY1369  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1369
 SY1369                          STATION DESCRIPTION
 SY1369
 SY1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY1369'5.3 MI NE FROM SHELTON.
 SY1369'5.3 MILES NORTHEAST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY1369'SHELTON, MASON COUNTY, OPPOSITE OAKLAND BAY SCHOOL, 79 FEET SOUTH OF
 SY1369'THE SOUTH CORNER OF THE BUILDING, 38 FEET NORTHEAST OF TELEPHONE POLE
 SY1369'142 R-3, 17.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT A
 SY1369'LARGE FIR TREE WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE, AND IN A
 SY1369'ROOT ON THE NORTH SIDE OF THE TREE.  A UNITED STATES GEOLOGICAL SURVEY
 SY1369'STANDARD COPPER NAIL AND WASHER.
 SY1369
 SY1369                          STATION RECOVERY (1988)
 SY1369
 SY1369'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1369'RECOVERED IN GOOD CONDITION.
 SY1369
 SY1369                          STATION RECOVERY (1988)
 SY1369
 SY1369'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCK)
 SY1369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0641 ***********************************************************************
 SW0641  DESIGNATION -  1291 T
 SW0641  PID         -  SW0641
 SW0641  STATE/COUNTY-  WA/GRANT
 SW0641  USGS QUAD   -  QUINCY (1966)
 SW0641
 SW0641                         *CURRENT SURVEY CONTROL
 SW0641  ___________________________________________________________________
 SW0641* NAD 83(1986)-  47 14 48.     (N)    119 45 09.     (W)     SCALED    
 SW0641* NAVD 88     -       394.608  (meters)    1294.64   (feet)  ADJUSTED  
 SW0641  ___________________________________________________________________
 SW0641  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 SW0641  DYNAMIC HT  -         394.635 (meters)    1294.73  (feet)  COMP
 SW0641  MODELED GRAV-     980,671.1   (mgal)                       NAVD 88
 SW0641
 SW0641  VERT ORDER  -  FIRST     CLASS II
 SW0641
 SW0641.The horizontal coordinates were scaled from a topographic map and have
 SW0641.an estimated accuracy of +/- 6 seconds.
 SW0641
 SW0641.The orthometric height was determined by differential leveling
 SW0641.and adjusted by the National Geodetic Survey in June 1991..
 SW0641
 SW0641.The geoid height was determined by GEOID03.
 SW0641
 SW0641.The dynamic height is computed by dividing the NAVD 88
 SW0641.geopotential number by the normal gravity value computed on the
 SW0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0641.degrees latitude (g = 980.6199 gals.).
 SW0641
 SW0641.The modeled gravity was interpolated from observed gravity values.
 SW0641
 SW0641;                    North         East    Units  Estimated Accuracy
 SW0641;SPC WA S     -   212,940.      556,590.      MT  (+/- 180 meters Scaled)
 SW0641
 SW0641                          SUPERSEDED SURVEY CONTROL
 SW0641
 SW0641  NGVD 29 (??/??/92)  393.475  (m)         1290.93   (f) ADJ UNCH    1 2
 SW0641
 SW0641.Superseded values are not recommended for survey control.
 SW0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0641.See file dsdata.txt to determine how the superseded data were derived.
 SW0641
 SW0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN917362(NAD 83)
 SW0641_MARKER: P = PIPE CAP
 SW0641_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0641_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0641_STAMPING: 1291 T
 SW0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0641
 SW0641  HISTORY     - Date     Condition        Report By
 SW0641  HISTORY     - UNK      MONUMENTED       USGS
 SW0641  HISTORY     - 1948     GOOD             NGS
 SW0641  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0641
 SW0641                          STATION DESCRIPTION
 SW0641
 SW0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SW0641'1.6 MI W FROM WINCHESTER.
 SW0641'1.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM WINCHESTER, GRANT
 SW0641'COUNTY, 0.1 MILE WEST OF A DESERTED FARMHOUSE AND BARN WHICH ARE ABOUT
 SW0641'300 FEET NORTH OF THE TRACK AND OPPOSITE TWO SIGNALS, 45 FEET WEST OF
 SW0641'MILEPOST 1611, AND 35 FEET SOUTH OF THE TRACK.  A UNITED STATES
 SW0641'GEOLOGICAL SURVEY STANDARD CAP STAMPED 1291 T AND RIVETED ON THE TOP
 SW0641'OF A 3-INCH IRON PIPE.  NOTE-- THE MARK IS LEADING SLIGHTLY BUT
 SW0641'APPEARS TO BE SOLID.
 SW0641
 SW0641                          STATION RECOVERY (1968)
 SW0641
 SW0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0239 ***********************************************************************
 SA0239  DESIGNATION -  1296
 SA0239  PID         -  SA0239
 SA0239  STATE/COUNTY-  WA/COLUMBIA
 SA0239  USGS QUAD   -  WAITSBURG (1967)
 SA0239
 SA0239                         *CURRENT SURVEY CONTROL
 SA0239  ___________________________________________________________________
 SA0239* NAD 83(1986)-  46 17 58.     (N)    118 09 44.     (W)     SCALED    
 SA0239* NAVD 88     -       395.953  (meters)    1299.06   (feet)  ADJUSTED  
 SA0239  ___________________________________________________________________
 SA0239  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 SA0239  DYNAMIC HT  -         395.937 (meters)    1299.00  (feet)  COMP
 SA0239  MODELED GRAV-     980,562.1   (mgal)                       NAVD 88
 SA0239
 SA0239  VERT ORDER  -  SECOND    CLASS 0
 SA0239
 SA0239.The horizontal coordinates were scaled from a topographic map and have
 SA0239.an estimated accuracy of +/- 6 seconds.
 SA0239
 SA0239.The orthometric height was determined by differential leveling
 SA0239.and adjusted by the National Geodetic Survey in June 1991..
 SA0239
 SA0239.The geoid height was determined by GEOID03.
 SA0239
 SA0239.The dynamic height is computed by dividing the NAVD 88
 SA0239.geopotential number by the normal gravity value computed on the
 SA0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0239.degrees latitude (g = 980.6199 gals.).
 SA0239
 SA0239.The modeled gravity was interpolated from observed gravity values.
 SA0239
 SA0239;                    North         East    Units  Estimated Accuracy
 SA0239;SPC WA S     -   110,050.      680,070.      MT  (+/- 180 meters Scaled)
 SA0239
 SA0239                          SUPERSEDED SURVEY CONTROL
 SA0239
 SA0239  NGVD 29 (??/??/92)  394.994  (m)         1295.91   (f) ADJ UNCH    2 0
 SA0239
 SA0239.Superseded values are not recommended for survey control.
 SA0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0239.See file dsdata.txt to determine how the superseded data were derived.
 SA0239
 SA0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM104279(NAD 83)
 SA0239_MARKER: DD = SURVEY DISK
 SA0239_SETTING: 0 = UNSPECIFIED SETTING
 SA0239_STAMPING: 1296 WASH 1915
 SA0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0239
 SA0239  HISTORY     - Date     Condition        Report By
 SA0239  HISTORY     - 1915     MONUMENTED       USGS
 SA0239  HISTORY     - 1936     GOOD             NGS
 SA0239
 SA0239                          STATION DESCRIPTION
 SA0239
 SA0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SA0239'IN MENOKEN.
 SA0239'IN THE TOWN OF MENOKEN, ALONG OREGON-WASHINGTON RAILROAD AND
 SA0239'NAVIGATION CO. RAILROAD, AT STATION SIGN BOARD.  ABOUT 150 FT. NORTH
 SA0239'OF MENOKEN STATION SIGN BOARD.  41.2 FT. FT. NORTHWEST OF CENTERLINE
 SA0239'OF MAIN LINE TRACK OF OREGON-WASHINGTON RAILROAD AND NAVIGATION CO.
 SA0239'RAILROAD.  40.5 FT. NORTHEAST OF CENTERLINE OF PUBLIC ROAD CROSSING.
 SA0239'21.8 FT. NORTH OF RAILROAD CROSSING SIGN BOARD.  3.7 FT. SOUTH OF WEST
 SA0239'CORNER OF RIGHT OF WAY FENCE.  A IRON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1282 ***********************************************************************
 RZ1282  DESIGNATION -  13
 RZ1282  PID         -  RZ1282
 RZ1282  STATE/COUNTY-  WA/GARFIELD
 RZ1282  USGS QUAD   -  ALMOTA (1975)
 RZ1282
 RZ1282                         *CURRENT SURVEY CONTROL
 RZ1282  ___________________________________________________________________
 RZ1282* NAD 83(1986)-  46 40 49.     (N)    117 29 59.     (W)     SCALED    
 RZ1282* NAVD 88     -       185.569  (meters)     608.82   (feet)  ADJUSTED  
 RZ1282  ___________________________________________________________________
 RZ1282  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 RZ1282  DYNAMIC HT  -         185.559 (meters)     608.79  (feet)  COMP
 RZ1282  MODELED GRAV-     980,558.4   (mgal)                       NAVD 88
 RZ1282
 RZ1282  VERT ORDER  -  SECOND    CLASS 0
 RZ1282
 RZ1282.The horizontal coordinates were scaled from a topographic map and have
 RZ1282.an estimated accuracy of +/- 6 seconds.
 RZ1282
 RZ1282.The orthometric height was determined by differential leveling
 RZ1282.and adjusted by the National Geodetic Survey in June 1991..
 RZ1282
 RZ1282.The geoid height was determined by GEOID03.
 RZ1282
 RZ1282.The dynamic height is computed by dividing the NAVD 88
 RZ1282.geopotential number by the normal gravity value computed on the
 RZ1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1282.degrees latitude (g = 980.6199 gals.).
 RZ1282
 RZ1282.The modeled gravity was interpolated from observed gravity values.
 RZ1282
 RZ1282;                    North         East    Units  Estimated Accuracy
 RZ1282;SPC WA S     -   154,080.      729,470.      MT  (+/- 180 meters Scaled)
 RZ1282
 RZ1282                          SUPERSEDED SURVEY CONTROL
 RZ1282
 RZ1282  NGVD 29 (??/??/92)  184.560  (m)          605.51   (f) ADJ UNCH    2 0
 RZ1282
 RZ1282.Superseded values are not recommended for survey control.
 RZ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1282.See file dsdata.txt to determine how the superseded data were derived.
 RZ1282
 RZ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM617697(NAD 83)
 RZ1282_MARKER: DD = SURVEY DISK
 RZ1282_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1282_SP_SET: ROCK OUTCROP
 RZ1282_STAMPING: 13 1917
 RZ1282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1282+STABILITY: POSITION/ELEVATION WELL
 RZ1282
 RZ1282  HISTORY     - Date     Condition        Report By
 RZ1282  HISTORY     - 1917     MONUMENTED       DOD
 RZ1282  HISTORY     - 1959     GOOD             NGS
 RZ1282
 RZ1282                          STATION DESCRIPTION
 RZ1282
 RZ1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ1282'23.5 MI NE FROM POMEROY.
 RZ1282'1.7 MILES EAST ALONG U.S. HIGHWAY 410 FROM THE COUNTY COURT HOUSE AT
 RZ1282'POMEROY, THENCE 17.15 MILES NORTH ALONG GOULD CITY-MAYVIEW ROAD,
 RZ1282'THENCE 4.65 MILES NORTHWEST ALONG CASEY CREEK ROAD, NEAR THE NORTHEAST
 RZ1282'END OF A ROCKY BEACH ALONG THE SOUTHEAST BANK OF THE SNAKE RIVER, IN
 RZ1282'TOP OF A 5-BY 6-FOOT ROCK OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE
 RZ1282'THE GROUND, 140 FEET (SLOPE MEASUREMENT) NORTHWEST OF THE CENTER LINE
 RZ1282'OF THE ROAD, ABOUT 110 YARDS NORTH OF THE CENTER OF THE T JUNCTION OF
 RZ1282'LAMBIE GRADE ROAD, ABOUT 100 YARDS NORTH OF AN ABANDONED HOUSE, 161
 RZ1282'FEET (SLOPE MEASUREMENT) WEST OF TELEPHONE POLE C 503 N, ABOUT 100
 RZ1282'FEET NORTHWEST OF THE SOUTHEAST BANK OF THE RIVER, AND ABOUT 24 FEET
 RZ1282'LOWER THAN THE ROAD.  NOTE-- THIS MARK WILL BE COVERED AT HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0836 ***********************************************************************
 SB0836  DESIGNATION -  13 121 BPR
 SB0836  PID         -  SB0836
 SB0836  STATE/COUNTY-  WA/LEWIS
 SB0836  USGS QUAD   -  OHANAPECOSH HOT SPRINGS (1989)
 SB0836
 SB0836                         *CURRENT SURVEY CONTROL
 SB0836  ___________________________________________________________________
 SB0836* NAD 83(1986)-  46 38 57.     (N)    121 36 48.     (W)     SCALED    
 SB0836* NAVD 88     -       374.506  (meters)    1228.69   (feet)  ADJUSTED  
 SB0836  ___________________________________________________________________
 SB0836  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 SB0836  DYNAMIC HT  -         374.500 (meters)    1228.67  (feet)  COMP
 SB0836  MODELED GRAV-     980,589.4   (mgal)                       NAVD 88
 SB0836
 SB0836  VERT ORDER  -  SECOND    CLASS 0
 SB0836
 SB0836.The horizontal coordinates were scaled from a topographic map and have
 SB0836.an estimated accuracy of +/- 6 seconds.
 SB0836
 SB0836.The orthometric height was determined by differential leveling
 SB0836.and adjusted by the National Geodetic Survey in June 1991..
 SB0836
 SB0836.The geoid height was determined by GEOID03.
 SB0836
 SB0836.The dynamic height is computed by dividing the NAVD 88
 SB0836.geopotential number by the normal gravity value computed on the
 SB0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0836.degrees latitude (g = 980.6199 gals.).
 SB0836
 SB0836.The modeled gravity was interpolated from observed gravity values.
 SB0836
 SB0836;                    North         East    Units  Estimated Accuracy
 SB0836;SPC WA S     -   146,860.      414,780.      MT  (+/- 180 meters Scaled)
 SB0836
 SB0836                          SUPERSEDED SURVEY CONTROL
 SB0836
 SB0836  NGVD 29 (??/??/92)  373.404  (m)         1225.08   (f) ADJ UNCH    2 0
 SB0836
 SB0836.Superseded values are not recommended for survey control.
 SB0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0836.See file dsdata.txt to determine how the superseded data were derived.
 SB0836
 SB0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS061671(NAD 83)
 SB0836_MARKER: DD = SURVEY DISK
 SB0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0836_STAMPING: 13-121 1929 1225
 SB0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0836+STABILITY: SURFACE MOTION
 SB0836
 SB0836  HISTORY     - Date     Condition        Report By
 SB0836  HISTORY     - 1929     MONUMENTED       BPR
 SB0836  HISTORY     - 1969     GOOD             NGS
 SB0836
 SB0836                          STATION DESCRIPTION
 SB0836
 SB0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 SB0836'4.2 MI NE FROM PACKWOOD.
 SB0836'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE GRADE SCHOOL AT
 SB0836'PACKWOOD, SET IN THE TOP OF A CONCRETE POST, AT THE NORTHEAST END OF
 SB0836'THE COAL CREEK BRIDGE, 52 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 SB0836'2 FEET EAST OF A REFERENCE POST, AND 1 FOOT NORTH OF THE EDGE OF THE
 SB0836'RIVER BANK.  NOTE-- IT IS IN THE RIGHT-OF-WAY OF NEW ROAD CONSTRUCTION
 SB0836'AND SCHEDULED FOR DESTRUCTION.  A NEW MARK, 219 Z RESET WAS
 SB0836'ESTABLISHED ABOUT 100 YARDS SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0837 ***********************************************************************
 SB0837  DESIGNATION -  13 124 BPR
 SB0837  PID         -  SB0837
 SB0837  STATE/COUNTY-  WA/LEWIS
 SB0837  USGS QUAD   -  OHANAPECOSH HOT SPRINGS (1989)
 SB0837
 SB0837                         *CURRENT SURVEY CONTROL
 SB0837  ___________________________________________________________________
 SB0837* NAD 83(1986)-  46 39 12.     (N)    121 36 13.     (W)     SCALED    
 SB0837* NAVD 88     -       374.818  (meters)    1229.72   (feet)  ADJUSTED  
 SB0837  ___________________________________________________________________
 SB0837  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 SB0837  DYNAMIC HT  -         374.813 (meters)    1229.70  (feet)  COMP
 SB0837  MODELED GRAV-     980,589.9   (mgal)                       NAVD 88
 SB0837
 SB0837  VERT ORDER  -  SECOND    CLASS 0
 SB0837
 SB0837.The horizontal coordinates were scaled from a topographic map and have
 SB0837.an estimated accuracy of +/- 6 seconds.
 SB0837
 SB0837.The orthometric height was determined by differential leveling
 SB0837.and adjusted by the National Geodetic Survey in June 1991..
 SB0837
 SB0837.The geoid height was determined by GEOID03.
 SB0837
 SB0837.The dynamic height is computed by dividing the NAVD 88
 SB0837.geopotential number by the normal gravity value computed on the
 SB0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0837.degrees latitude (g = 980.6199 gals.).
 SB0837
 SB0837.The modeled gravity was interpolated from observed gravity values.
 SB0837
 SB0837;                    North         East    Units  Estimated Accuracy
 SB0837;SPC WA S     -   147,310.      415,530.      MT  (+/- 180 meters Scaled)
 SB0837
 SB0837                          SUPERSEDED SURVEY CONTROL
 SB0837
 SB0837  NGVD 29 (??/??/92)  373.71   (m)         1226.1    (f) COMPUTED    2 0
 SB0837
 SB0837.Superseded values are not recommended for survey control.
 SB0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0837.See file dsdata.txt to determine how the superseded data were derived.
 SB0837
 SB0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS068675(NAD 83)
 SB0837_MARKER: DD = SURVEY DISK
 SB0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0837_STAMPING: 13-124 1929 1226
 SB0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0837+STABILITY: SURFACE MOTION
 SB0837
 SB0837  HISTORY     - Date     Condition        Report By
 SB0837  HISTORY     - 1929     MONUMENTED       BPR
 SB0837  HISTORY     - 1969     GOOD             NGS
 SB0837
 SB0837                          STATION DESCRIPTION
 SB0837
 SB0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 SB0837'4.8 MI NE FROM PACKWOOD.
 SB0837'4.8 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE GRADE SCHOOL AT
 SB0837'PACKWOOD, SET IN THE TOP OF A CONCRETE POST, 0.6 MILE NORTHEAST OF THE
 SB0837'BRIDGE OVER COAL CREEK, 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 SB0837'AT THE NORTH END OF FILL, AND 2 FEET WEST OF A REFERENCE POST. NOTE--
 SB0837'IS IN THE RIGHT OF WAY OF NEW ROAD CONSTRUCTION AND WILL PROBABLY BE
 SB0837'DESTROYED.  A NEW MARK, 13-124 RESET WAS ESTABLISHED 32 YARDS
 SB0837'SOUTHWEST OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0838 ***********************************************************************
 SB0838  DESIGNATION -  13 124 RESET 1969
 SB0838  PID         -  SB0838
 SB0838  STATE/COUNTY-  WA/LEWIS
 SB0838  USGS QUAD   -  OHANAPECOSH HOT SPRINGS (1989)
 SB0838
 SB0838                         *CURRENT SURVEY CONTROL
 SB0838  ___________________________________________________________________
 SB0838* NAD 83(1986)-  46 39 12.     (N)    121 36 13.     (W)     SCALED    
 SB0838* NAVD 88     -       374.49   (meters)    1228.6    (feet)  RESET     
 SB0838  ___________________________________________________________________
 SB0838  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 SB0838
 SB0838  VERT ORDER  -  THIRD
 SB0838
 SB0838.The horizontal coordinates were scaled from a topographic map and have
 SB0838.an estimated accuracy of +/- 6 seconds.
 SB0838
 SB0838.The orthometric height was computed from unverified reset data.
 SB0838.No vertical observational check was made to the station.
 SB0838
 SB0838.The geoid height was determined by GEOID03.
 SB0838
 SB0838;                    North         East    Units  Estimated Accuracy
 SB0838;SPC WA S     -   147,310.      415,530.      MT  (+/- 180 meters Scaled)
 SB0838
 SB0838                          SUPERSEDED SURVEY CONTROL
 SB0838
 SB0838  NGVD 29 (??/??/??)  373.39   (m)         1225.0    (f) RESET       3  
 SB0838
 SB0838.Superseded values are not recommended for survey control.
 SB0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0838.See file dsdata.txt to determine how the superseded data were derived.
 SB0838
 SB0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS068675(NAD 83)
 SB0838_MARKER: DD = SURVEY DISK
 SB0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0838_STAMPING: 13-124 RESET 1969
 SB0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0838+STABILITY: SURFACE MOTION
 SB0838
 SB0838  HISTORY     - Date     Condition        Report By
 SB0838  HISTORY     - 1969     MONUMENTED       CGS
 SB0838
 SB0838                          STATION DESCRIPTION
 SB0838
 SB0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 SB0838'4.75 MI NE FROM PACKWOOD.
 SB0838'THE MARK IS 4.75 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM PACKWOOD,
 SB0838'0.55 MILE NORTHEAST OF THE BRIDGE OVER COAL CREEK, 72 FEET SOUTHEAST
 SB0838'OF THE CENTER OF THE NEW ROAD, 30 YARDS SOUTHWEST OF THE NORTHEAST END
 SB0838'OF A FILL AND SOUTHWEST END OF A CUT.  2 FEET NORTH OF A METAL WITNESS
 SB0838'POST AND ABOUT LEVEL WITH THE ROAD.  THERE ARE TWO LARGE TREES GROWING
 SB0838'ABOUT 4 FEET APART 15 YARDS SOUTHWEST OF THE MARK. TREES ARE ABOUT 4
 SB0838'FEET AND 6 FEET IN DIAMETER.  DISK IS SET IN A ROUND CONCRETE POST
 SB0838'WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0839 ***********************************************************************
 SB0839  DESIGNATION -  13 125 BPR
 SB0839  PID         -  SB0839
 SB0839  STATE/COUNTY-  WA/LEWIS
 SB0839  USGS QUAD   -  OHANAPECOSH HOT SPRINGS (1989)
 SB0839
 SB0839                         *CURRENT SURVEY CONTROL
 SB0839  ___________________________________________________________________
 SB0839* NAD 83(1986)-  46 39 33.     (N)    121 36 03.     (W)     SCALED    
 SB0839* NAVD 88     -       407.865  (meters)    1338.14   (feet)  ADJUSTED  
 SB0839  ___________________________________________________________________
 SB0839  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SB0839  DYNAMIC HT  -         407.860 (meters)    1338.12  (feet)  COMP
 SB0839  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 SB0839
 SB0839  VERT ORDER  -  SECOND    CLASS 0
 SB0839
 SB0839.The horizontal coordinates were scaled from a topographic map and have
 SB0839.an estimated accuracy of +/- 6 seconds.
 SB0839
 SB0839.The orthometric height was determined by differential leveling
 SB0839.and adjusted by the National Geodetic Survey in June 1991..
 SB0839
 SB0839.The geoid height was determined by GEOID03.
 SB0839
 SB0839.The dynamic height is computed by dividing the NAVD 88
 SB0839.geopotential number by the normal gravity value computed on the
 SB0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0839.degrees latitude (g = 980.6199 gals.).
 SB0839
 SB0839.The modeled gravity was interpolated from observed gravity values.
 SB0839
 SB0839;                    North         East    Units  Estimated Accuracy
 SB0839;SPC WA S     -   147,950.      415,750.      MT  (+/- 180 meters Scaled)
 SB0839
 SB0839                          SUPERSEDED SURVEY CONTROL
 SB0839
 SB0839  NGVD 29 (??/??/92)  406.763  (m)         1334.52   (f) ADJ UNCH    2 0
 SB0839
 SB0839.Superseded values are not recommended for survey control.
 SB0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0839.See file dsdata.txt to determine how the superseded data were derived.
 SB0839
 SB0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS070682(NAD 83)
 SB0839_MARKER: DD = SURVEY DISK
 SB0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0839_STAMPING: 13-125 1929 1334
 SB0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0839+STABILITY: SURFACE MOTION
 SB0839
 SB0839  HISTORY     - Date     Condition        Report By
 SB0839  HISTORY     - 1929     MONUMENTED       BPR
 SB0839  HISTORY     - 1969     MARK NOT FOUND   NGS
 SB0839
 SB0839                          STATION DESCRIPTION
 SB0839
 SB0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 SB0839'5.2 MI NE FROM PACKWOOD.
 SB0839'5.2 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE GRADE SCHOOL AT
 SB0839'PACKWOOD, SET IN THE TOP OF A CONCRETE POST, 33 FEET EAST OF THE
 SB0839'CENTERLINE OF THE HIGHWAY, 15 NORTHWEST OF A HIGHWAY POST SCRIBED
 SB0839'1170, 260 FEET SOUTH OF A GRAVEL PILE, AND 6 FEET ABOVE THE HIGHWAY
 SB0839'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0841 ***********************************************************************
 SB0841  DESIGNATION -  13 128 BPR
 SB0841  PID         -  SB0841
 SB0841  STATE/COUNTY-  WA/LEWIS
 SB0841  USGS QUAD   -  OHANAPECOSH HOT SPRINGS (1989)
 SB0841
 SB0841                         *CURRENT SURVEY CONTROL
 SB0841  ___________________________________________________________________
 SB0841* NAD 83(1986)-  46 40 28.     (N)    121 34 39.     (W)     SCALED    
 SB0841* NAVD 88     -       446.857  (meters)    1466.06   (feet)  ADJUSTED  
 SB0841  ___________________________________________________________________
 SB0841  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 SB0841  DYNAMIC HT  -         446.844 (meters)    1466.02  (feet)  COMP
 SB0841  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 SB0841
 SB0841  VERT ORDER  -  SECOND    CLASS 0
 SB0841
 SB0841.The horizontal coordinates were scaled from a topographic map and have
 SB0841.an estimated accuracy of +/- 6 seconds.
 SB0841
 SB0841.The orthometric height was determined by differential leveling
 SB0841.and adjusted by the National Geodetic Survey in June 1991..
 SB0841
 SB0841.The geoid height was determined by GEOID03.
 SB0841
 SB0841.The dynamic height is computed by dividing the NAVD 88
 SB0841.geopotential number by the normal gravity value computed on the
 SB0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0841.degrees latitude (g = 980.6199 gals.).
 SB0841
 SB0841.The modeled gravity was interpolated from observed gravity values.
 SB0841
 SB0841;                    North         East    Units  Estimated Accuracy
 SB0841;SPC WA S     -   149,630.      417,560.      MT  (+/- 180 meters Scaled)
 SB0841
 SB0841                          SUPERSEDED SURVEY CONTROL
 SB0841
 SB0841  NGVD 29 (??/??/92)  445.747  (m)         1462.42   (f) ADJ UNCH    2 0
 SB0841
 SB0841.Superseded values are not recommended for survey control.
 SB0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0841.See file dsdata.txt to determine how the superseded data were derived.
 SB0841
 SB0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS088699(NAD 83)
 SB0841_MARKER: DD = SURVEY DISK
 SB0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0841_STAMPING: 13-128 1929 1462
 SB0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0841+STABILITY: SURFACE MOTION
 SB0841
 SB0841  HISTORY     - Date     Condition        Report By
 SB0841  HISTORY     - 1929     MONUMENTED       BPR
 SB0841  HISTORY     - 1946     GOOD             NGS
 SB0841  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SB0841
 SB0841                          STATION DESCRIPTION
 SB0841
 SB0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0841'6.8 MI NE FROM PACKWOOD.
 SB0841'6.8 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE GRADE SCHOOL AT
 SB0841'PACKWOOD, SET IN A CONCRETE POST, 36 FEET WEST OF THE CENTERLINE OF
 SB0841'THE HIGHWAY, DIRECTLY ACROSS HIGHWAY FROM HIGHWAY POST FHP 13 H, 0.3
 SB0841'MILE SOUTH OF CLEAR FORK CREEK BRIDGE, AND 2 FEET EAST OF A REFERENCE
 SB0841'POST.
 SB0841
 SB0841                          STATION RECOVERY (1989)
 SB0841
 SB0841'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0842 ***********************************************************************
 SB0842  DESIGNATION -  13 129 BPR
 SB0842  PID         -  SB0842
 SB0842  STATE/COUNTY-  WA/LEWIS
 SB0842  USGS QUAD   -  OHANAPECOSH HOT SPRINGS (1989)
 SB0842
 SB0842                         *CURRENT SURVEY CONTROL
 SB0842  ___________________________________________________________________
 SB0842* NAD 83(1986)-  46 40 28.     (N)    121 34 39.     (W)     SCALED    
 SB0842* NAVD 88     -       449.447  (meters)    1474.56   (feet)  ADJUSTED  
 SB0842  ___________________________________________________________________
 SB0842  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 SB0842  DYNAMIC HT  -         449.434 (meters)    1474.52  (feet)  COMP
 SB0842  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 SB0842
 SB0842  VERT ORDER  -  SECOND    CLASS 0
 SB0842
 SB0842.The horizontal coordinates were scaled from a topographic map and have
 SB0842.an estimated accuracy of +/- 6 seconds.
 SB0842
 SB0842.The orthometric height was determined by differential leveling
 SB0842.and adjusted by the National Geodetic Survey in June 1991..
 SB0842
 SB0842.The geoid height was determined by GEOID03.
 SB0842
 SB0842.The dynamic height is computed by dividing the NAVD 88
 SB0842.geopotential number by the normal gravity value computed on the
 SB0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0842.degrees latitude (g = 980.6199 gals.).
 SB0842
 SB0842.The modeled gravity was interpolated from observed gravity values.
 SB0842
 SB0842;                    North         East    Units  Estimated Accuracy
 SB0842;SPC WA S     -   149,630.      417,560.      MT  (+/- 180 meters Scaled)
 SB0842
 SB0842                          SUPERSEDED SURVEY CONTROL
 SB0842
 SB0842  NGVD 29 (??/??/92)  448.337  (m)         1470.92   (f) ADJ UNCH    2 0
 SB0842
 SB0842.Superseded values are not recommended for survey control.
 SB0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0842.See file dsdata.txt to determine how the superseded data were derived.
 SB0842
 SB0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS088699(NAD 83)
 SB0842_MARKER: DD = SURVEY DISK
 SB0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0842_STAMPING: 13-129 1929 1470
 SB0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0842+STABILITY: SURFACE MOTION
 SB0842
 SB0842  HISTORY     - Date     Condition        Report By
 SB0842  HISTORY     - 1929     MONUMENTED       BPR
 SB0842  HISTORY     - 1946     GOOD             NGS
 SB0842  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SB0842
 SB0842                          STATION DESCRIPTION
 SB0842
 SB0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0842'6.8 MI NE FROM PACKWOOD.
 SB0842'6.8 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE GRADE SCHOOL AT
 SB0842'PACKWOOD, 0.3 MILES SOUTH OF THE BRIDGE OVER CLEAR FORK CREEK, SET IN
 SB0842'THE TOP OF A CONCRETE POST, 24 FEET EAST OF THE CENTERLINE OF THE
 SB0842'HIGHWAY, 1 FOOT EAST OF HIGHWAY POST FHP 13 H.
 SB0842
 SB0842                          STATION RECOVERY (1989)
 SB0842
 SB0842'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0790 ***********************************************************************
 SB0790  DESIGNATION -  13 17
 SB0790  PID         -  SB0790
 SB0790  STATE/COUNTY-  WA/LEWIS
 SB0790  USGS QUAD   -  RANDLE (1994)
 SB0790
 SB0790                         *CURRENT SURVEY CONTROL
 SB0790  ___________________________________________________________________
 SB0790* NAD 83(1986)-  46 32 26.     (N)    121 54 34.     (W)     SCALED    
 SB0790* NAVD 88     -       281.899  (meters)     924.86   (feet)  ADJUSTED  
 SB0790  ___________________________________________________________________
 SB0790  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 SB0790  DYNAMIC HT  -         281.901 (meters)     924.87  (feet)  COMP
 SB0790  MODELED GRAV-     980,612.4   (mgal)                       NAVD 88
 SB0790
 SB0790  VERT ORDER  -  SECOND    CLASS 0
 SB0790
 SB0790.The horizontal coordinates were scaled from a topographic map and have
 SB0790.an estimated accuracy of +/- 6 seconds.
 SB0790
 SB0790.The orthometric height was determined by differential leveling
 SB0790.and adjusted by the National Geodetic Survey in June 1991..
 SB0790
 SB0790.The geoid height was determined by GEOID03.
 SB0790
 SB0790.The dynamic height is computed by dividing the NAVD 88
 SB0790.geopotential number by the normal gravity value computed on the
 SB0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0790.degrees latitude (g = 980.6199 gals.).
 SB0790
 SB0790.The modeled gravity was interpolated from observed gravity values.
 SB0790
 SB0790;                    North         East    Units  Estimated Accuracy
 SB0790;SPC WA S     -   135,150.      391,900.      MT  (+/- 180 meters Scaled)
 SB0790
 SB0790                          SUPERSEDED SURVEY CONTROL
 SB0790
 SB0790  NGVD 29 (??/??/92)  280.816  (m)          921.31   (f) ADJ UNCH    2 0
 SB0790
 SB0790.Superseded values are not recommended for survey control.
 SB0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0790.See file dsdata.txt to determine how the superseded data were derived.
 SB0790
 SB0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES836546(NAD 83)
 SB0790_MARKER: DD = SURVEY DISK
 SB0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0790_SP_SET: CONCRETE POST
 SB0790_STAMPING: 13-17 1929 921
 SB0790_MARK LOGO: BOR   
 SB0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0790+STABILITY: SURFACE MOTION
 SB0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0790+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1989
 SB0790
 SB0790  HISTORY     - Date     Condition        Report By
 SB0790  HISTORY     - 1929     MONUMENTED       BOR
 SB0790  HISTORY     - 1946     GOOD             NGS
 SB0790  HISTORY     - 1989     GOOD             USPSQD
 SB0790  HISTORY     - 19890731 GOOD             NGS
 SB0790
 SB0790                          STATION DESCRIPTION
 SB0790
 SB0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0790'2.3 MI E FROM RANDLE.
 SB0790'2.3 MILES EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0790'SET IN THE TOP OF A CONCRETE POST, 62 FEET SOUTHEAST OF THE EAST GATE
 SB0790'OF THE CEMETERY, 40 FEET WEST OF A TELEPHONE POLE, 24 FEET SOUTH OF
 SB0790'THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF WHITE POST SCRIBED FHP
 SB0790'13A ON THE WEST AND FHP 13 B ON THE EAST FACE, 1 FOOT NORTH OF A WHITE
 SB0790'POST SCRIBED 130, AND 1 FOOT NORTH OF A REFERENCE POST.
 SB0790
 SB0790                          STATION RECOVERY (1989)
 SB0790
 SB0790'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0790'RECOVERED IN GOOD CONDITION.
 SB0790
 SB0790                          STATION RECOVERY (1989)
 SB0790
 SB0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SB0790'THE STATION IS LOCATED ABOUT 27.7 KM (17.2 MI) SOUTHWEST OF PACKWOOD,
 SB0790'3.7 KM (2.3 MI) EAST OF RANDLE AND ON RIGHT-OF-WAY FOR A COUNTY ROAD,
 SB0790'THE OLD ALIGNMENT OF US HIGHWAY12.
 SB0790'TO REACH FROM THE POST OFFICE IN RANDLE, GO EAST ON THE SURFACED ROAD,
 SB0790'THE OLD HIGHWAY, FOR 3.70 KM (2.30 MI) TO A CEMETERY ON THE LEFT AND
 SB0790'THE MARK ON THE RIGHT.
 SB0790'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 SB0790'15 CM (6 INCHES) ABOVE THE GROUND SURFACE.  IT IS 18.9 M (62.0 FT)
 SB0790'SOUTHEAST OF THE EAST GATE POST TO A CEMETERY, 7.3 M (24.0 FT) SOUTH
 SB0790'OF THE CENTER OF THE ROAD, AND 0.6 M (2.0 FT) NORTH OF A WITNESS
 SB0790'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0791 ***********************************************************************
 SB0791  DESIGNATION -  13 18
 SB0791  PID         -  SB0791
 SB0791  STATE/COUNTY-  WA/LEWIS
 SB0791  USGS QUAD   -  RANDLE (1994)
 SB0791
 SB0791                         *CURRENT SURVEY CONTROL
 SB0791  ___________________________________________________________________
 SB0791* NAD 83(1986)-  46 32 29.     (N)    121 54 19.     (W)     SCALED    
 SB0791* NAVD 88     -       281.039  (meters)     922.04   (feet)  ADJUSTED  
 SB0791  ___________________________________________________________________
 SB0791  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SB0791  DYNAMIC HT  -         281.040 (meters)     922.05  (feet)  COMP
 SB0791  MODELED GRAV-     980,609.9   (mgal)                       NAVD 88
 SB0791
 SB0791  VERT ORDER  -  SECOND    CLASS 0
 SB0791
 SB0791.The horizontal coordinates were scaled from a topographic map and have
 SB0791.an estimated accuracy of +/- 6 seconds.
 SB0791
 SB0791.The orthometric height was determined by differential leveling
 SB0791.and adjusted by the National Geodetic Survey in June 1991..
 SB0791
 SB0791.The geoid height was determined by GEOID03.
 SB0791
 SB0791.The dynamic height is computed by dividing the NAVD 88
 SB0791.geopotential number by the normal gravity value computed on the
 SB0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0791.degrees latitude (g = 980.6199 gals.).
 SB0791
 SB0791.The modeled gravity was interpolated from observed gravity values.
 SB0791
 SB0791;                    North         East    Units  Estimated Accuracy
 SB0791;SPC WA S     -   135,240.      392,220.      MT  (+/- 180 meters Scaled)
 SB0791
 SB0791                          SUPERSEDED SURVEY CONTROL
 SB0791
 SB0791  NGVD 29 (??/??/92)  279.956  (m)          918.49   (f) ADJ UNCH    2 0
 SB0791
 SB0791.Superseded values are not recommended for survey control.
 SB0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0791.See file dsdata.txt to determine how the superseded data were derived.
 SB0791
 SB0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES839547(NAD 83)
 SB0791_MARKER: DD = SURVEY DISK
 SB0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0791_SP_SET: CONCRETE POST
 SB0791_STAMPING: 13-18 1929
 SB0791_MARK LOGO: BOR   
 SB0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0791+STABILITY: SURFACE MOTION
 SB0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0791+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1989
 SB0791
 SB0791  HISTORY     - Date     Condition        Report By
 SB0791  HISTORY     - 1929     MONUMENTED       BOR
 SB0791  HISTORY     - 1946     GOOD             NGS
 SB0791  HISTORY     - 1989     GOOD             USPSQD
 SB0791  HISTORY     - 19890731 GOOD             NGS
 SB0791
 SB0791                          STATION DESCRIPTION
 SB0791
 SB0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0791'2.5 MI E FROM RANDLE.
 SB0791'2.5 MILES EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0791'SET IN THE TOP OF A CONCRETE POST, 36 FEET EAST OF A DRIVEWAY TO A
 SB0791'WHITE HOUSE, 31 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 16 FEET
 SB0791'EAST OF A TRANSFORMER POWER LINE POLE, AND 1 FOOT SOUTH OF A REFERENCE
 SB0791'POST.
 SB0791
 SB0791                          STATION RECOVERY (1989)
 SB0791
 SB0791'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0791'RECOVERED IN GOOD CONDITION.
 SB0791
 SB0791                          STATION RECOVERY (1989)
 SB0791
 SB0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SB0791'THE STATION IS LOCATED ABOUT 27.5 KM (17.1 MI) SOUTHWEST OF PACKWOOD,
 SB0791'4.0 KM (2.5 MI) EAST OF RANDLE AND ON RIGHT-OF-WAY FOR A COUNTY ROAD,
 SB0791'THE OLD ALIGNMENT OF US HIGHWAY 12.
 SB0791'TO REACH FROM THE POST OFFICE IN RANDLE, GO EAST ON THE SURFACED ROAD,
 SB0791'THE OLD HIGHWAY, FOR 4.02 KM (2.50 MI) TO THE STATION ON THE RIGHT.
 SB0791'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 SB0791'0.30 M (0.98 FT) ABOVE THE GROUND SURFACE.  IT IS 11.0 M (36.1 FT)
 SB0791'EAST OF THE CENTER OF A DRIVEWAY, 10.8 M (35.4 FT) NORTH OF THE CENTER
 SB0791'OF THE ROAD AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0793 ***********************************************************************
 SB0793  DESIGNATION -  13 22
 SB0793  PID         -  SB0793
 SB0793  STATE/COUNTY-  WA/LEWIS
 SB0793  USGS QUAD   -  RANDLE (1994)
 SB0793
 SB0793                         *CURRENT SURVEY CONTROL
 SB0793  ___________________________________________________________________
 SB0793* NAD 83(1991)-  46 32 28.11910(N)    121 53 15.53367(W)     ADJUSTED  
 SB0793* NAVD 88     -       289.467  (meters)     949.69   (feet)  ADJUSTED  
 SB0793  ___________________________________________________________________
 SB0793  LAPLACE CORR-           8.80  (seconds)                    DEFLEC99
 SB0793  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 SB0793  DYNAMIC HT  -         289.467 (meters)     949.69  (feet)  COMP
 SB0793  MODELED GRAV-     980,605.4   (mgal)                       NAVD 88
 SB0793
 SB0793  HORZ ORDER  -  THIRD
 SB0793  VERT ORDER  -  SECOND    CLASS 0
 SB0793
 SB0793.The horizontal coordinates were established by classical geodetic methods
 SB0793.and adjusted by the National Geodetic Survey in December 1991..
 SB0793
 SB0793.The orthometric height was determined by differential leveling
 SB0793.and adjusted by the National Geodetic Survey in June 1991..
 SB0793
 SB0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0793
 SB0793.The geoid height was determined by GEOID03.
 SB0793
 SB0793.The dynamic height is computed by dividing the NAVD 88
 SB0793.geopotential number by the normal gravity value computed on the
 SB0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0793.degrees latitude (g = 980.6199 gals.).
 SB0793
 SB0793.The modeled gravity was interpolated from observed gravity values.
 SB0793
 SB0793;                    North         East     Units Scale Factor Converg.
 SB0793;SPC WA S     -   135,183.957   393,575.448   MT  0.99991489   -1 00 28.7
 SB0793;SPC WA S     -   443,516.03  1,291,255.45   sFT  0.99991489   -1 00 28.7
 SB0793;UTM  10      - 5,154,776.166   585,288.165   MT  0.99968941   +0 48 26.9
 SB0793
 SB0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0793!SPC WA S     -   0.99995781  x   0.99991489  =   0.99987270
 SB0793!UTM  10      -   0.99995781  x   0.99968941  =   0.99964723
 SB0793
 SB0793:                Primary Azimuth Mark                     Grid Az
 SB0793:SPC WA S     -  BURLEY                                   173 43 44.9
 SB0793:UTM  10      -  BURLEY                                   171 54 49.3
 SB0793
 SB0793|---------------------------------------------------------------------|
 SB0793| PID    Reference Object                     Distance      Geod. Az  |
 SB0793|                                                           dddmmss.s |
 SB0793| SB1015 BURLEY                              APPROX.15.0 KM 1724316.2 |
 SB0793| SB1185 13 22 RM 1                           14.265 METERS 18417     |
 SB0793| SB1186 13 22 RM 2                            7.842 METERS 26402     |
 SB0793|---------------------------------------------------------------------|
 SB0793
 SB0793                          SUPERSEDED SURVEY CONTROL
 SB0793
 SB0793  NAD 83(1991)-  46 32 28.12725(N)    121 53 15.52251(W) AD(       ) 3
 SB0793  NAD 83(1986)-  46 32 28.13615(N)    121 53 15.54026(W) AD(       ) 3
 SB0793  NAD 27      -  46 32 28.73600(N)    121 53 11.21200(W) AD(       ) 3
 SB0793  NGVD 29 (??/??/92)  288.381  (m)          946.13   (f) ADJ UNCH    2 0
 SB0793
 SB0793.Superseded values are not recommended for survey control.
 SB0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0793.See file dsdata.txt to determine how the superseded data were derived.
 SB0793
 SB0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES8528854776(NAD 83)
 SB0793_MARKER: DD = SURVEY DISK
 SB0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0793_SP_SET: CONCRETE POST
 SB0793_STAMPING: 13-22 1929 946
 SB0793_MARK LOGO: BPR   
 SB0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0793+STABILITY: SURFACE MOTION
 SB0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0793+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1989
 SB0793
 SB0793  HISTORY     - Date     Condition        Report By
 SB0793  HISTORY     - 1946     MONUMENTED       BPR
 SB0793  HISTORY     - 1946     GOOD             NGS
 SB0793  HISTORY     - 1989     GOOD             USPSQD
 SB0793  HISTORY     - 19890731 GOOD             NGS
 SB0793
 SB0793                          STATION DESCRIPTION
 SB0793
 SB0793'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1946 (JTJ)
 SB0793'THE STATION IS LOCATED ABOUT 3.3 MILES EAST OF HANDLE AND ABOUT
 SB0793'13.0 MILES WEST OF PACKWOOD ON THE NORTH SHOULDER OF STATE HIGHWAY
 SB0793'NO. 5.
 SB0793'
 SB0793'THE STATION MARK IS A DEPT AGRICULTURE BUREAU OF PUBLIC ROADS
 SB0793'SURVEY MARK.  IT IS A BRONZE DISK SET IN AN 8 INCH IRON PIPE FILLED
 SB0793'WITH CEMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 17
 SB0793'FEET NORTH OF THE APPROXIMATE CENTER LINE OF STATE HIGHWAY NO. 5
 SB0793'AND 42 FEET NORTHEAST OF THE NORTHEAST END OF THE BRIDGE.  IT IS
 SB0793'WITNESSED BY A WHITE WITNESS POST.  THE DISK IS STAMPED 946
 SB0793'13 22 1929.
 SB0793'
 SB0793'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A CEMENT
 SB0793'POST WHICH IS FLUSH WITH THE GROUND.  IT IS 18 FEET SOUTH OF THE
 SB0793'CENTER LINE OF STATE HIGHWAY NO. 5 AND 16 FEET EAST OF THE
 SB0793'SOUTHEAST CORNER OF THE BRIDGE.  IT IS STAMPED BPR 13 22 NO 1
 SB0793'1946.
 SB0793'
 SB0793'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN AN 8 X 8
 SB0793'INCH CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS 21.5
 SB0793'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY NO. 5 AND IS 1
 SB0793'FOOT BELOW STATION.  IT IS STAMPED BPR 13 22 NO 2 1946.
 SB0793'
 SB0793'THE SUBSTITUTE STATION IS THE NORTHEAST CORNER OF A WOODEN BRIDGE
 SB0793'ON STATE HIGHWAY NO. 5 AND IS 0.72 METERS BELOW THE STATION.
 SB0793'
 SB0793'TO REACH THE STATION FROM THE RANDLE POST OFFICE GO EAST ON STATE
 SB0793'HIGHWAY NO. 5 FOR 3.55 MILES TO THE STATION ON THE LEFT (NORTH)
 SB0793'SHOULDER OF THE ROAD IMMEDIATELY AFTER CROSSING A SMALL WOODEN
 SB0793'BRIDGE.
 SB0793
 SB0793                          STATION RECOVERY (1946)
 SB0793
 SB0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 SB0793'3.6 MI E FROM RANDLE.
 SB0793'3.6 MILES EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0793'SET IN THE TOP OF A CONCRETE POST, 54 FEET NORTH OF A WOODEN BRIDGE,
 SB0793'22 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET SOUTHEAST
 SB0793'OF A FENCE LINE IN FRONT OF A SMALL RUSTIC HOUSE, AND 2 FEET SOUTHEAST
 SB0793'OF A REFERENCE POST.
 SB0793
 SB0793                          STATION RECOVERY (1989)
 SB0793
 SB0793'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0793'RECOVERED IN GOOD CONDITION.
 SB0793
 SB0793                          STATION RECOVERY (1989)
 SB0793
 SB0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SB0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0794 ***********************************************************************
 SB0794  DESIGNATION -  13 23
 SB0794  PID         -  SB0794
 SB0794  STATE/COUNTY-  WA/LEWIS
 SB0794  USGS QUAD   -  RANDLE (1994)
 SB0794
 SB0794                         *CURRENT SURVEY CONTROL
 SB0794  ___________________________________________________________________
 SB0794* NAD 83(1986)-  46 32 27.     (N)    121 53 14.     (W)     SCALED    
 SB0794* NAVD 88     -       288.279  (meters)     945.80   (feet)  ADJUSTED  
 SB0794  ___________________________________________________________________
 SB0794  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 SB0794  DYNAMIC HT  -         288.278 (meters)     945.79  (feet)  COMP
 SB0794  MODELED GRAV-     980,605.2   (mgal)                       NAVD 88
 SB0794
 SB0794  VERT ORDER  -  SECOND    CLASS 0
 SB0794
 SB0794.The horizontal coordinates were scaled from a topographic map and have
 SB0794.an estimated accuracy of +/- 6 seconds.
 SB0794
 SB0794.The orthometric height was determined by differential leveling
 SB0794.and adjusted by the National Geodetic Survey in June 1991..
 SB0794
 SB0794.The geoid height was determined by GEOID03.
 SB0794
 SB0794.The dynamic height is computed by dividing the NAVD 88
 SB0794.geopotential number by the normal gravity value computed on the
 SB0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0794.degrees latitude (g = 980.6199 gals.).
 SB0794
 SB0794.The modeled gravity was interpolated from observed gravity values.
 SB0794
 SB0794;                    North         East    Units  Estimated Accuracy
 SB0794;SPC WA S     -   135,150.      393,610.      MT  (+/- 180 meters Scaled)
 SB0794
 SB0794                          SUPERSEDED SURVEY CONTROL
 SB0794
 SB0794  NGVD 29 (??/??/92)  287.192  (m)          942.23   (f) ADJ UNCH    2 0
 SB0794
 SB0794.Superseded values are not recommended for survey control.
 SB0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0794.See file dsdata.txt to determine how the superseded data were derived.
 SB0794
 SB0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES853547(NAD 83)
 SB0794_MARKER: DD = SURVEY DISK
 SB0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0794_SP_SET: CONCRETE POST
 SB0794_STAMPING: 13-23 1929
 SB0794_MARK LOGO: BOR   
 SB0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0794+STABILITY: SURFACE MOTION
 SB0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0794+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1989
 SB0794
 SB0794  HISTORY     - Date     Condition        Report By
 SB0794  HISTORY     - 1929     MONUMENTED       BOR
 SB0794  HISTORY     - 1946     GOOD             NGS
 SB0794  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SB0794  HISTORY     - 19890731 MARK NOT FOUND   NGS
 SB0794
 SB0794                          STATION DESCRIPTION
 SB0794
 SB0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0794'3.6 MI NE FROM RANDLE.
 SB0794'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 SB0794'RANDLE, SET IN THE TOP OF A CONCRETE POST, 30 FEET SOUTHEAST OF THE
 SB0794'CENTERLINE OF THE HIGHWAY, 18 FEET NORTHEAST OF A GUY POWER LINE POLE,
 SB0794'54 FEET NORTHEAST OF A WOODEN BRIDGE AND 1 FOOT NORTHWEST OF THE FENCE
 SB0794'LINE.
 SB0794
 SB0794                          STATION RECOVERY (1989)
 SB0794
 SB0794'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0794'MARK NOT FOUND.
 SB0794
 SB0794                          STATION RECOVERY (1989)
 SB0794
 SB0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SB0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0804 ***********************************************************************
 SB0804  DESIGNATION -  13 50
 SB0804  PID         -  SB0804
 SB0804  STATE/COUNTY-  WA/LEWIS
 SB0804  USGS QUAD   -  PURCELL MOUNTAIN (1994)
 SB0804
 SB0804                         *CURRENT SURVEY CONTROL
 SB0804  ___________________________________________________________________
 SB0804* NAD 83(1991)-  46 32 05.69032(N)    121 47 26.41079(W)     ADJUSTED  
 SB0804* NAVD 88     -       289.361  (meters)     949.35   (feet)  ADJUSTED  
 SB0804  ___________________________________________________________________
 SB0804  LAPLACE CORR-           7.05  (seconds)                    DEFLEC99
 SB0804  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 SB0804  DYNAMIC HT  -         289.360 (meters)     949.34  (feet)  COMP
 SB0804  MODELED GRAV-     980,606.3   (mgal)                       NAVD 88
 SB0804
 SB0804  HORZ ORDER  -  THIRD
 SB0804  VERT ORDER  -  SECOND    CLASS 0
 SB0804
 SB0804.The horizontal coordinates were established by classical geodetic methods
 SB0804.and adjusted by the National Geodetic Survey in December 1991..
 SB0804
 SB0804.The orthometric height was determined by differential leveling
 SB0804.and adjusted by the National Geodetic Survey in June 1991..
 SB0804
 SB0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0804
 SB0804.The geoid height was determined by GEOID03.
 SB0804
 SB0804.The dynamic height is computed by dividing the NAVD 88
 SB0804.geopotential number by the normal gravity value computed on the
 SB0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0804.degrees latitude (g = 980.6199 gals.).
 SB0804
 SB0804.The modeled gravity was interpolated from observed gravity values.
 SB0804
 SB0804;                    North         East     Units Scale Factor Converg.
 SB0804;SPC WA S     -   134,365.270   401,001.121   MT  0.99991498   -0 56 15.1
 SB0804;SPC WA S     -   440,830.06  1,315,617.84   sFT  0.99991498   -0 56 15.1
 SB0804;UTM  10      - 5,154,193.256   592,734.427   MT  0.99970570   +0 52 40.0
 SB0804
 SB0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0804!SPC WA S     -   0.99995779  x   0.99991498  =   0.99987277
 SB0804!UTM  10      -   0.99995779  x   0.99970570  =   0.99966350
 SB0804
 SB0804|---------------------------------------------------------------------|
 SB0804| PID    Reference Object                     Distance      Geod. Az  |
 SB0804|                                                           dddmmss.s |
 SB0804| CF4016 13 50 RM 1                                         12757     |
 SB0804| CF4017 13 50 RM 2                            4.473 METERS 20740     |
 SB0804| CF4015 13 50 AZ MK                                        2961530.3 |
 SB0804|---------------------------------------------------------------------|
 SB0804
 SB0804                          SUPERSEDED SURVEY CONTROL
 SB0804
 SB0804  NAD 83(1986)-  46 32 05.70614(N)    121 47 26.41333(W) AD(       ) 3
 SB0804  NAD 27      -  46 32 06.30500(N)    121 47 22.10100(W) AD(       ) 3
 SB0804  NGVD 29 (??/??/92)  288.274  (m)          945.78   (f) ADJ UNCH    2 0
 SB0804
 SB0804.Superseded values are not recommended for survey control.
 SB0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0804.See file dsdata.txt to determine how the superseded data were derived.
 SB0804
 SB0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES9273454193(NAD 83)
 SB0804_MARKER: DD = SURVEY DISK
 SB0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0804_STAMPING: 13-50 1929
 SB0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0804+STABILITY: SURFACE MOTION
 SB0804
 SB0804  HISTORY     - Date     Condition        Report By
 SB0804  HISTORY     - 1946     MONUMENTED       BPR
 SB0804  HISTORY     - 1946     GOOD             NGS
 SB0804
 SB0804                          STATION DESCRIPTION
 SB0804
 SB0804'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1946 (JTJ)
 SB0804'STATION IS ABOUT 8 MILES AIRLINE EAST OF RANDLE, AND 7-1/2 MILES
 SB0804'AIRLINE SOUTHWEST OF PACKWOOD, ON THE EAST SIDE OF STATE HIGHWAY
 SB0804'NO. 5 APPROXIMATELY 330 FEET SOUTHEAST OF THE SOUTH END OF BRIDGE
 SB0804'OVER THE COWLITZ RIVER.  IN THE FENCE LINE ABOUT 27 FEET NORTHEAST
 SB0804'OF THE CENTERLINE OF STATE HIGHWAY NO. 5.
 SB0804'
 SB0804'MARKED WITH A STANDARD BUREAU OF PUBLIC ROADS DISC STAMPED 13-50
 SB0804'1929.  CEMENTED IN CONCRETE CYLINDER PROJECTING 6 INCHES AND 6
 SB0804'INCHES IN DIAMETER.
 SB0804'
 SB0804'REFERENCE MARK NO. 1 IS A STANDARD DISC STAMPED 13-50 BPR NO 1
 SB0804'1946.  PROJECTS 2 INCHES.  IT IS 3 FEET SOUTHWEST OF FENCE LINE,
 SB0804'ABOUT 24 FEET NORTHEAST OF CENTERLINE OF STATE HIGHWAY NO. 5, AND
 SB0804'IS SOUTHEAST OF THE STATION.
 SB0804'
 SB0804'REFERENCE MARK NO. 2 IS A STANDARD DISC STAMPED 13-50 BPR NO 2
 SB0804'1946.  PROJECTS 1 INCH.  IT IS IN THE EAST SHOULDER AND ABOUT 12
 SB0804'FEET FROM THE CENTERLINE OF STATE HIGHWAY NO. 5.  MARK IS SOUTHWEST
 SB0804'OF THE STATION.
 SB0804'
 SB0804'AZIMUTH MARK IS A STANDARD DISC STAMPED 13-50 BPR, NORTHWEST OF
 SB0804'THE STATION ABOUT 0.25 MILE, AND APPROXIMATELY 75 FEET ABOVE THE
 SB0804'STATION.  IT IS APPROXIMATELY 200 YARDS NNW OF BRIDGE OVER THE
 SB0804'COWLITZ RIVER, AND ABOUT 150 FEET NORTH OF STATE HIGHWAY NO. 5.
 SB0804'
 SB0804'PICTURE POINT IS THE INTERSECTION OF THE CENTERLINES OF A FARM
 SB0804'ROAD AND STATE HIGHWAY NO. 5 AT THE SOUTH END OF THE BRIDGE OVER
 SB0804'THE COWLITZ RIVER.
 SB0804'
 SB0804'TO REACH STATION FROM PACKWOOD POST OFFICE.  GO WEST ON STATE
 SB0804'HIGHWAY NO. 5 FOR 8.6 MILES TO STATION ON THE RIGHT.
 SB0804'
 SB0804'TO REACH AZIMUTH MARK FROM THE STATION--GO WEST ON STATE HIGHWAY
 SB0804'NO. 5 TOWARDS RANDLE FOR 0.25 MILE.  THE MARK IS ON THE RIGHT
 SB0804'ABOUT 70 FEET ABOVE THE STOPPING POINT.
 SB0804
 SB0804                          STATION RECOVERY (1946)
 SB0804
 SB0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 SB0804'8.4 MI SW FROM PACKWOOD.
 SB0804'8.4 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE GRADE SCHOOL AT
 SB0804'PACKWOOD, SET IN THE TOP OF A CONCRETE POST, 300 FEET EAST OF A WOODEN
 SB0804'BRIDGE OVER THE COWLITZ RIVER, 29 FEET NORTH OF THE CENTERLINE OF THE
 SB0804'HIGHWAY, ON THE FENCE LINE, AND 2 FEET EAST OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0807 ***********************************************************************
 SB0807  DESIGNATION -  13 58 USDA
 SB0807  PID         -  SB0807
 SB0807  STATE/COUNTY-  WA/LEWIS
 SB0807  USGS QUAD   -  PURCELL MOUNTAIN (1994)
 SB0807
 SB0807                         *CURRENT SURVEY CONTROL
 SB0807  ___________________________________________________________________
 SB0807* NAD 83(1986)-  46 31 54.     (N)    121 46 14.     (W)     SCALED    
 SB0807* NAVD 88     -       291.710  (meters)     957.05   (feet)  ADJUSTED  
 SB0807  ___________________________________________________________________
 SB0807  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 SB0807  DYNAMIC HT  -         291.706 (meters)     957.04  (feet)  COMP
 SB0807  MODELED GRAV-     980,595.2   (mgal)                       NAVD 88
 SB0807
 SB0807  VERT ORDER  -  SECOND    CLASS 0
 SB0807
 SB0807.The horizontal coordinates were scaled from a topographic map and have
 SB0807.an estimated accuracy of +/- 6 seconds.
 SB0807
 SB0807.The orthometric height was determined by differential leveling
 SB0807.and adjusted by the National Geodetic Survey in June 1991..
 SB0807
 SB0807.The geoid height was determined by GEOID03.
 SB0807
 SB0807.The dynamic height is computed by dividing the NAVD 88
 SB0807.geopotential number by the normal gravity value computed on the
 SB0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0807.degrees latitude (g = 980.6199 gals.).
 SB0807
 SB0807.The modeled gravity was interpolated from observed gravity values.
 SB0807
 SB0807;                    North         East    Units  Estimated Accuracy
 SB0807;SPC WA S     -   133,980.      402,540.      MT  (+/- 180 meters Scaled)
 SB0807
 SB0807                          SUPERSEDED SURVEY CONTROL
 SB0807
 SB0807  NGVD 29 (??/??/92)  290.620  (m)          953.48   (f) ADJ UNCH    2 0
 SB0807
 SB0807.Superseded values are not recommended for survey control.
 SB0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0807.See file dsdata.txt to determine how the superseded data were derived.
 SB0807
 SB0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES942538(NAD 83)
 SB0807_MARKER: DD = SURVEY DISK
 SB0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0807_STAMPING: 13-58 1929 953
 SB0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0807+STABILITY: SURFACE MOTION
 SB0807
 SB0807  HISTORY     - Date     Condition        Report By
 SB0807  HISTORY     - 1929     MONUMENTED       USDA
 SB0807  HISTORY     - 1961     MARK NOT FOUND   NGS
 SB0807
 SB0807                          STATION DESCRIPTION
 SB0807
 SB0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0807'7.8 MI SW FROM PACKWOOD.
 SB0807'REACHED FROM THE GRADE SCHOOL AT PACKWOOD GO SOUTHWEST ON STATE
 SB0807'HIGHWAY 5 FOR 7.3 MILES ON THE NEW HIGHWAY, LEAVE THE NEW HIGHWAY AND
 SB0807'TURN LEFT ON THE OLD HIGHWAY FOLLOW THE PAVEMENT FOR 0.5 MILE.  A DISK
 SB0807'SET IN THE TOP OF A CONCRETE POST, 23 FEET WEST OF THE CENTER LINE OF
 SB0807'THE OLD HIGHWAY, 45 FEET NORTH OF THE WEST END OF A CONCRETE CULVERT,
 SB0807'4 FEET EAST OF THE FENCE LINE, 2 FEET NORTH OF A REFERENCE POST.
 SB0807'NOTE-- NEW ROAD WORK BEING DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0811 ***********************************************************************
 SB0811  DESIGNATION -  13 66 BOR
 SB0811  PID         -  SB0811
 SB0811  STATE/COUNTY-  WA/LEWIS
 SB0811  USGS QUAD   -  PURCELL MOUNTAIN (1994)
 SB0811
 SB0811                         *CURRENT SURVEY CONTROL
 SB0811  ___________________________________________________________________
 SB0811* NAD 83(1986)-  46 32 37.     (N)    121 45 04.     (W)     SCALED    
 SB0811* NAVD 88     -       298.909  (meters)     980.67   (feet)  ADJUSTED  
 SB0811  ___________________________________________________________________
 SB0811  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 SB0811  DYNAMIC HT  -         298.903 (meters)     980.65  (feet)  COMP
 SB0811  MODELED GRAV-     980,587.5   (mgal)                       NAVD 88
 SB0811
 SB0811  VERT ORDER  -  SECOND    CLASS 0
 SB0811
 SB0811.The horizontal coordinates were scaled from a topographic map and have
 SB0811.an estimated accuracy of +/- 6 seconds.
 SB0811
 SB0811.The orthometric height was determined by differential leveling
 SB0811.and adjusted by the National Geodetic Survey in June 1991..
 SB0811
 SB0811.The geoid height was determined by GEOID03.
 SB0811
 SB0811.The dynamic height is computed by dividing the NAVD 88
 SB0811.geopotential number by the normal gravity value computed on the
 SB0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0811.degrees latitude (g = 980.6199 gals.).
 SB0811
 SB0811.The modeled gravity was interpolated from observed gravity values.
 SB0811
 SB0811;                    North         East    Units  Estimated Accuracy
 SB0811;SPC WA S     -   135,280.      404,050.      MT  (+/- 180 meters Scaled)
 SB0811
 SB0811                          SUPERSEDED SURVEY CONTROL
 SB0811
 SB0811  NGVD 29 (??/??/92)  297.816  (m)          977.08   (f) ADJ UNCH    2 0
 SB0811
 SB0811.Superseded values are not recommended for survey control.
 SB0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0811.See file dsdata.txt to determine how the superseded data were derived.
 SB0811
 SB0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES957552(NAD 83)
 SB0811_MARKER: DD = SURVEY DISK
 SB0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0811_STAMPING: 13-66 1929
 SB0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0811+STABILITY: SURFACE MOTION
 SB0811
 SB0811  HISTORY     - Date     Condition        Report By
 SB0811  HISTORY     - 1929     MONUMENTED       BOR
 SB0811  HISTORY     - 1961     GOOD             NGS
 SB0811
 SB0811                          STATION DESCRIPTION
 SB0811
 SB0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0811'6.0 MI SW FROM PACKWOOD.
 SB0811'REACHED FROM THE GRADE SCHOOL AT PACKWOOD, GO SOUTHWEST ON STATE
 SB0811'HIGHWAY 5 FOR 6.0 MILES.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 SB0811'POST ABOUT 6-INCHES ABOVE GROUND, 45 FEET NORTH OF A DRIVEWAY TO A
 SB0811'LODGE CONSTRUCTED OF LOGS, 87 FEET SOUTH OF A LARGE POWER POLE THAT IS
 SB0811'GUYED TO THE EAST, 30.5 FEET WEST OF THE CENTER OF THE OLD HIGHWAY,
 SB0811'ABOUT ON THE EAST RIGHT OF WAY LINE ON THE NEW HIGHWAY, 1-FOOT SOUTH
 SB0811'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0816 ***********************************************************************
 SB0816  DESIGNATION -  13 75 BOR
 SB0816  PID         -  SB0816
 SB0816  STATE/COUNTY-  WA/LEWIS
 SB0816  USGS QUAD   -  PACKWOOD (1994)
 SB0816
 SB0816                         *CURRENT SURVEY CONTROL
 SB0816  ___________________________________________________________________
 SB0816* NAD 83(1986)-  46 33 59.     (N)    121 42 46.     (W)     SCALED    
 SB0816* NAVD 88     -       308.820  (meters)    1013.19   (feet)  ADJUSTED  
 SB0816  ___________________________________________________________________
 SB0816  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 SB0816  DYNAMIC HT  -         308.816 (meters)    1013.17  (feet)  COMP
 SB0816  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 SB0816
 SB0816  VERT ORDER  -  SECOND    CLASS 0
 SB0816
 SB0816.The horizontal coordinates were scaled from a topographic map and have
 SB0816.an estimated accuracy of +/- 6 seconds.
 SB0816
 SB0816.The orthometric height was determined by differential leveling
 SB0816.and adjusted by the National Geodetic Survey in June 1991..
 SB0816
 SB0816.The geoid height was determined by GEOID03.
 SB0816
 SB0816.The dynamic height is computed by dividing the NAVD 88
 SB0816.geopotential number by the normal gravity value computed on the
 SB0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0816.degrees latitude (g = 980.6199 gals.).
 SB0816
 SB0816.The modeled gravity was interpolated from observed gravity values.
 SB0816
 SB0816;                    North         East    Units  Estimated Accuracy
 SB0816;SPC WA S     -   137,770.      407,030.      MT  (+/- 180 meters Scaled)
 SB0816
 SB0816                          SUPERSEDED SURVEY CONTROL
 SB0816
 SB0816  NGVD 29 (??/??/92)  307.725  (m)         1009.59   (f) ADJ UNCH    2 0
 SB0816
 SB0816.Superseded values are not recommended for survey control.
 SB0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0816.See file dsdata.txt to determine how the superseded data were derived.
 SB0816
 SB0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES986577(NAD 83)
 SB0816_MARKER: DD = SURVEY DISK
 SB0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0816_STAMPING: 13-75 1929 1009
 SB0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0816+STABILITY: SURFACE MOTION
 SB0816
 SB0816  HISTORY     - Date     Condition        Report By
 SB0816  HISTORY     - 1929     MONUMENTED       BOR
 SB0816  HISTORY     - 1961     GOOD             NGS
 SB0816  HISTORY     - 1989     POOR             USPSQD
 SB0816
 SB0816                          STATION DESCRIPTION
 SB0816
 SB0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0816'3.6 MI SW FROM PACKWOOD.
 SB0816'REACHED FROM THE GRADE SCHOOL AT PACKWOOD GO SOUTHWEST ON THE NEW AND
 SB0816'OLD HIGHWAY STATE HIGHWAY 5 FOR 3.6 MILES, LOCATED 30 FEET WEST OF THE
 SB0816'CENTER OF THE OLD HIGHWAY, 0.1 MILE SOUTH OF THE JUNCTION OF JACKPOT
 SB0816'LAKE ROAD, 164 FEET SOUTH OF THE CENTER OF THE SIDE ROAD LEADING TO
 SB0816'THE LITTLE CAYUSE RANCH, 1-FOOT EAST OF THE FENCE, AND 1-FOOT SOUTH OF
 SB0816'A WITNESS POST.
 SB0816
 SB0816                          STATION RECOVERY (1989)
 SB0816
 SB0816'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0816'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0817 ***********************************************************************
 SB0817  DESIGNATION -  13 77 BOR
 SB0817  PID         -  SB0817
 SB0817  STATE/COUNTY-  WA/LEWIS
 SB0817  USGS QUAD   -  PACKWOOD (1994)
 SB0817
 SB0817                         *CURRENT SURVEY CONTROL
 SB0817  ___________________________________________________________________
 SB0817* NAD 83(1986)-  46 34 15.     (N)    121 42 30.     (W)     SCALED    
 SB0817* NAVD 88     -       308.820  (meters)    1013.19   (feet)  ADJUSTED  
 SB0817  ___________________________________________________________________
 SB0817  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 SB0817  DYNAMIC HT  -         308.817 (meters)    1013.18  (feet)  COMP
 SB0817  MODELED GRAV-     980,598.3   (mgal)                       NAVD 88
 SB0817
 SB0817  VERT ORDER  -  SECOND    CLASS 0
 SB0817
 SB0817.The horizontal coordinates were scaled from a topographic map and have
 SB0817.an estimated accuracy of +/- 6 seconds.
 SB0817
 SB0817.The orthometric height was determined by differential leveling
 SB0817.and adjusted by the National Geodetic Survey in June 1991..
 SB0817
 SB0817.The geoid height was determined by GEOID03.
 SB0817
 SB0817.The dynamic height is computed by dividing the NAVD 88
 SB0817.geopotential number by the normal gravity value computed on the
 SB0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0817.degrees latitude (g = 980.6199 gals.).
 SB0817
 SB0817.The modeled gravity was interpolated from observed gravity values.
 SB0817
 SB0817;                    North         East    Units  Estimated Accuracy
 SB0817;SPC WA S     -   138,260.      407,380.      MT  (+/- 180 meters Scaled)
 SB0817
 SB0817                          SUPERSEDED SURVEY CONTROL
 SB0817
 SB0817  NGVD 29 (??/??/92)  307.726  (m)         1009.60   (f) ADJ UNCH    2 0
 SB0817
 SB0817.Superseded values are not recommended for survey control.
 SB0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0817.See file dsdata.txt to determine how the superseded data were derived.
 SB0817
 SB0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES989582(NAD 83)
 SB0817_MARKER: DD = SURVEY DISK
 SB0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0817_STAMPING: 13-77 1929
 SB0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0817+STABILITY: SURFACE MOTION
 SB0817
 SB0817  HISTORY     - Date     Condition        Report By
 SB0817  HISTORY     - 1929     MONUMENTED       BOR
 SB0817  HISTORY     - 1961     GOOD             NGS
 SB0817  HISTORY     - 1989     GOOD             USPSQD
 SB0817
 SB0817                          STATION DESCRIPTION
 SB0817
 SB0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0817'3.1 MI SW FROM PACKWOOD.
 SB0817'REACHED FROM THE GRADE SCHOOL AT PACKWOOD, GO SOUTHWEST ON NEW STATE
 SB0817'HIGHWAY 5 FOR 2.5 MILES THEN KEEP RIGHT ON THE OLD HIGHWAY, GO 0.6
 SB0817'MILE ON THE OLD HIGHWAY.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 SB0817'POST PROJECTING ABOUT 10-INCHES, 28 FEET WEST OF THE CENTER OF THE OLD
 SB0817'HIGHWAY, 124 FEET NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BRIDGE
 SB0817'OVER DRY CREEK, AND 1-FOOT SOUTH OF A WITNESS POST.  THIS MARK IS
 SB0817'ABOUT 250 FEET SOUTH OF BENCH MARK (217D USAE).
 SB0817
 SB0817                          STATION RECOVERY (1989)
 SB0817
 SB0817'RECOVERY NOTE BY US POWER SQUADRON 1989 (EBR)
 SB0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0819 ***********************************************************************
 SB0819  DESIGNATION -  13 83 BOR
 SB0819  PID         -  SB0819
 SB0819  STATE/COUNTY-  WA/LEWIS
 SB0819  USGS QUAD   -  PACKWOOD (1994)
 SB0819
 SB0819                         *CURRENT SURVEY CONTROL
 SB0819  ___________________________________________________________________
 SB0819* NAD 83(1986)-  46 34 42.     (N)    121 41 20.     (W)     SCALED    
 SB0819* NAVD 88     -       313.353  (meters)    1028.06   (feet)  ADJUSTED  
 SB0819  ___________________________________________________________________
 SB0819  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 SB0819  DYNAMIC HT  -         313.347 (meters)    1028.04  (feet)  COMP
 SB0819  MODELED GRAV-     980,586.3   (mgal)                       NAVD 88
 SB0819
 SB0819  VERT ORDER  -  SECOND    CLASS 0
 SB0819
 SB0819.The horizontal coordinates were scaled from a topographic map and have
 SB0819.an estimated accuracy of +/- 6 seconds.
 SB0819
 SB0819.The orthometric height was determined by differential leveling
 SB0819.and adjusted by the National Geodetic Survey in June 1991..
 SB0819
 SB0819.The geoid height was determined by GEOID03.
 SB0819
 SB0819.The dynamic height is computed by dividing the NAVD 88
 SB0819.geopotential number by the normal gravity value computed on the
 SB0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0819.degrees latitude (g = 980.6199 gals.).
 SB0819
 SB0819.The modeled gravity was interpolated from observed gravity values.
 SB0819
 SB0819;                    North         East    Units  Estimated Accuracy
 SB0819;SPC WA S     -   139,070.      408,880.      MT  (+/- 180 meters Scaled)
 SB0819
 SB0819                          SUPERSEDED SURVEY CONTROL
 SB0819
 SB0819  NGVD 29 (??/??/92)  312.25   (m)         1024.4    (f) COMPUTED    2 0
 SB0819
 SB0819.Superseded values are not recommended for survey control.
 SB0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0819.See file dsdata.txt to determine how the superseded data were derived.
 SB0819
 SB0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS004591(NAD 83)
 SB0819_MARKER: DD = SURVEY DISK
 SB0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0819_STAMPING: 13-83 1929 1024
 SB0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0819+STABILITY: SURFACE MOTION
 SB0819
 SB0819  HISTORY     - Date     Condition        Report By
 SB0819  HISTORY     - 1929     MONUMENTED       BOR
 SB0819  HISTORY     - 1946     GOOD             NGS
 SB0819  HISTORY     - 1961     POOR             USGS
 SB0819
 SB0819                          STATION DESCRIPTION
 SB0819
 SB0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0819'2.1 MI SW FROM PACKWOOD.
 SB0819'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE GRADE SCHOOL AT
 SB0819'PACKWOOD, SET IN THE TOP OF A CONCRETE POST, 56 FEET EAST OF AND
 SB0819'DIRECTLY ACROSS FROM HIGHWAY POST 790, 54 FEET SOUTH OF A TRANSFORMER
 SB0819'POWER LINE POLE, 26 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 3
 SB0819'FEET WEST OF A FENCE LINE.
 SB0819
 SB0819                          STATION RECOVERY (1961)
 SB0819
 SB0819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SB0819'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0820 ***********************************************************************
 SB0820  DESIGNATION -  13 83 RESET 1961
 SB0820  PID         -  SB0820
 SB0820  STATE/COUNTY-  WA/LEWIS
 SB0820  USGS QUAD   -  PACKWOOD (1994)
 SB0820
 SB0820                         *CURRENT SURVEY CONTROL
 SB0820  ___________________________________________________________________
 SB0820* NAD 83(1986)-  46 34 42.     (N)    121 41 22.     (W)     SCALED    
 SB0820* NAVD 88     -       311.55   (meters)    1022.1    (feet)  RESET     
 SB0820  ___________________________________________________________________
 SB0820  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 SB0820
 SB0820  VERT ORDER  -  THIRD
 SB0820
 SB0820.The horizontal coordinates were scaled from a topographic map and have
 SB0820.an estimated accuracy of +/- 6 seconds.
 SB0820
 SB0820.The orthometric height was computed from unverified reset data.
 SB0820.No vertical observational check was made to the station.
 SB0820
 SB0820.The geoid height was determined by GEOID03.
 SB0820
 SB0820;                    North         East    Units  Estimated Accuracy
 SB0820;SPC WA S     -   139,070.      408,840.      MT  (+/- 180 meters Scaled)
 SB0820
 SB0820                          SUPERSEDED SURVEY CONTROL
 SB0820
 SB0820  NGVD 29 (??/??/??)  310.45   (m)         1018.5    (f) RESET       3  
 SB0820
 SB0820.Superseded values are not recommended for survey control.
 SB0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0820.See file dsdata.txt to determine how the superseded data were derived.
 SB0820
 SB0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS004591(NAD 83)
 SB0820_MARKER: DB = BENCH MARK DISK
 SB0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0820_STAMPING: 13-83 RESET 1961
 SB0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0820+STABILITY: SURFACE MOTION
 SB0820
 SB0820  HISTORY     - Date     Condition        Report By
 SB0820  HISTORY     - 1961     MONUMENTED       CGS
 SB0820  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SB0820
 SB0820                          STATION DESCRIPTION
 SB0820
 SB0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SB0820'2.0 MI SW FROM PACKWOOD.
 SB0820'THIS MARK IS LOCATED 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 5.  IT
 SB0820'CAN BE REACHED FROM THE GRADE SCHOOL AT PACKWOOD.  BENCH MARK IS 80
 SB0820'FEET WEST OF THE CENTER OF THE HIGHWAY, ON OR NEAR THE WEST RIGHT OF
 SB0820'WAY LINE OF THE HIGHWAY, 85 YARDS SOUTH OF THE BRIDGE OVER HALL CREEK,
 SB0820'DIRECTLY ACROSS THE HIGHWAY FROM A SMALL BROWN HOUSE COVERED WITH
 SB0820'SHAKES, AND 1 FOOT NORTH OF A METAL REFERENCE POST, AND SET IN THE TOP
 SB0820'OF A CONCRETE POST PROJECTING 8-INCHES.
 SB0820
 SB0820                          STATION RECOVERY (1989)
 SB0820
 SB0820'RECOVERY NOTE BY US POWER SQUADRON 1989 (EBR)
 SB0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0823 ***********************************************************************
 SB0823  DESIGNATION -  13 85 RESET 1961
 SB0823  PID         -  SB0823
 SB0823  STATE/COUNTY-  WA/LEWIS
 SB0823  USGS QUAD   -  PACKWOOD (1994)
 SB0823
 SB0823                         *CURRENT SURVEY CONTROL
 SB0823  ___________________________________________________________________
 SB0823* NAD 83(1986)-  46 34 54.     (N)    121 41 18.     (W)     SCALED    
 SB0823* NAVD 88     -       311.39   (meters)    1021.6    (feet)  RESET     
 SB0823  ___________________________________________________________________
 SB0823  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 SB0823
 SB0823  VERT ORDER  -  THIRD
 SB0823
 SB0823.The horizontal coordinates were scaled from a topographic map and have
 SB0823.an estimated accuracy of +/- 6 seconds.
 SB0823
 SB0823.The orthometric height was computed from unverified reset data.
 SB0823.No vertical observational check was made to the station.
 SB0823
 SB0823.The geoid height was determined by GEOID03.
 SB0823
 SB0823;                    North         East    Units  Estimated Accuracy
 SB0823;SPC WA S     -   139,440.      408,930.      MT  (+/- 180 meters Scaled)
 SB0823
 SB0823                          SUPERSEDED SURVEY CONTROL
 SB0823
 SB0823  NGVD 29 (??/??/??)  310.30   (m)         1018.0    (f) RESET       3  
 SB0823
 SB0823.Superseded values are not recommended for survey control.
 SB0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0823.See file dsdata.txt to determine how the superseded data were derived.
 SB0823
 SB0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS004595(NAD 83)
 SB0823_MARKER: DB = BENCH MARK DISK
 SB0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0823_STAMPING: 13-85 RESET 1961
 SB0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0823+STABILITY: SURFACE MOTION
 SB0823
 SB0823  HISTORY     - Date     Condition        Report By
 SB0823  HISTORY     - 1961     MONUMENTED       CGS
 SB0823
 SB0823                          STATION DESCRIPTION
 SB0823
 SB0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SB0823'1.9 MI SW FROM PACKWOOD.
 SB0823'THIS MARK IS LOCATED 1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 5.  IT
 SB0823'CAN BE REACHED FROM THE GRADE SCHOOL AT PACKWOOD.  BENCH MARK IS ON OR
 SB0823'NEAR THE EAST RIGHT OF WAY FENCE LINE OF THE NEW HIGHWAY, ABOUT IN
 SB0823'LINE WITH THE NEW TELEPHONE POLE LINE, 115 FEET NORTH OF THE CENTER OF
 SB0823'A SIDE ROAD TO MR. JIM STONES PROPERTY AND HOUSE, 58 FEET SOUTH OF
 SB0823'PHONE POLE NO. 730, AND 1-FOOT SOUTH OF A WITNESS POST, AND SET IN THE
 SB0823'TOP OF A CONCRETE POST PROJECTING ABOUT 9-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0787 ***********************************************************************
 SB0787  DESIGNATION -  13 9 BOR
 SB0787  PID         -  SB0787
 SB0787  STATE/COUNTY-  WA/LEWIS
 SB0787  USGS QUAD   -  RANDLE (1994)
 SB0787
 SB0787                         *CURRENT SURVEY CONTROL
 SB0787  ___________________________________________________________________
 SB0787* NAD 83(1986)-  46 32 13.     (N)    121 56 23.     (W)     SCALED    
 SB0787* NAVD 88     -       275.570  (meters)     904.10   (feet)  ADJUSTED  
 SB0787  ___________________________________________________________________
 SB0787  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 SB0787  DYNAMIC HT  -         275.570 (meters)     904.10  (feet)  COMP
 SB0787  MODELED GRAV-     980,608.0   (mgal)                       NAVD 88
 SB0787
 SB0787  VERT ORDER  -  SECOND    CLASS 0
 SB0787
 SB0787.The horizontal coordinates were scaled from a topographic map and have
 SB0787.an estimated accuracy of +/- 6 seconds.
 SB0787
 SB0787.The orthometric height was determined by differential leveling
 SB0787.and adjusted by the National Geodetic Survey in June 1991..
 SB0787
 SB0787.The geoid height was determined by GEOID03.
 SB0787
 SB0787.The dynamic height is computed by dividing the NAVD 88
 SB0787.geopotential number by the normal gravity value computed on the
 SB0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0787.degrees latitude (g = 980.6199 gals.).
 SB0787
 SB0787.The modeled gravity was interpolated from observed gravity values.
 SB0787
 SB0787;                    North         East    Units  Estimated Accuracy
 SB0787;SPC WA S     -   134,790.      389,570.      MT  (+/- 180 meters Scaled)
 SB0787
 SB0787                          SUPERSEDED SURVEY CONTROL
 SB0787
 SB0787  NGVD 29 (??/??/92)  274.487  (m)          900.55   (f) ADJ UNCH    2 0
 SB0787
 SB0787.Superseded values are not recommended for survey control.
 SB0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0787.See file dsdata.txt to determine how the superseded data were derived.
 SB0787
 SB0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES813542(NAD 83)
 SB0787_MARKER: DD = SURVEY DISK
 SB0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0787_STAMPING: 13-9 1929 900
 SB0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0787+STABILITY: SURFACE MOTION
 SB0787
 SB0787  HISTORY     - Date     Condition        Report By
 SB0787  HISTORY     - 1929     MONUMENTED       BOR
 SB0787  HISTORY     - 1961     MARK NOT FOUND   NGS
 SB0787
 SB0787                          STATION DESCRIPTION
 SB0787
 SB0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0787'0.9 MI E FROM RANDLE.
 SB0787'0.9 MILE EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0787'SET IN THE TOP OF A CONCRETE POST, 0.1 MILE WEST OF THE RANDLE RANGER
 SB0787'STATION, 33 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 40 FEET EAST
 SB0787'OF A WOODEN BRIDGE, AND 1 FOOT NORTH OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0826 ***********************************************************************
 SB0826  DESIGNATION -  13 90 BOR
 SB0826  PID         -  SB0826
 SB0826  STATE/COUNTY-  WA/LEWIS
 SB0826  USGS QUAD   -  PACKWOOD (1994)
 SB0826
 SB0826                         *CURRENT SURVEY CONTROL
 SB0826  ___________________________________________________________________
 SB0826* NAD 83(1986)-  46 35 35.     (N)    121 41 00.     (W)     SCALED    
 SB0826* NAVD 88     -       316.066  (meters)    1036.96   (feet)  ADJUSTED  
 SB0826  ___________________________________________________________________
 SB0826  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 SB0826  DYNAMIC HT  -         316.062 (meters)    1036.95  (feet)  COMP
 SB0826  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 SB0826
 SB0826  VERT ORDER  -  SECOND    CLASS 0
 SB0826
 SB0826.The horizontal coordinates were scaled from a topographic map and have
 SB0826.an estimated accuracy of +/- 6 seconds.
 SB0826
 SB0826.The orthometric height was determined by differential leveling
 SB0826.and adjusted by the National Geodetic Survey in June 1991..
 SB0826
 SB0826.The geoid height was determined by GEOID03.
 SB0826
 SB0826.The dynamic height is computed by dividing the NAVD 88
 SB0826.geopotential number by the normal gravity value computed on the
 SB0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0826.degrees latitude (g = 980.6199 gals.).
 SB0826
 SB0826.The modeled gravity was interpolated from observed gravity values.
 SB0826
 SB0826;                    North         East    Units  Estimated Accuracy
 SB0826;SPC WA S     -   140,700.      409,330.      MT  (+/- 180 meters Scaled)
 SB0826
 SB0826                          SUPERSEDED SURVEY CONTROL
 SB0826
 SB0826  NGVD 29 (??/??/92)  314.97   (m)         1033.4    (f) COMPUTED    2 0
 SB0826
 SB0826.Superseded values are not recommended for survey control.
 SB0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0826.See file dsdata.txt to determine how the superseded data were derived.
 SB0826
 SB0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS008607(NAD 83)
 SB0826_MARKER: DD = SURVEY DISK
 SB0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0826_STAMPING: 13-90 1929 1033
 SB0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0826+STABILITY: SURFACE MOTION
 SB0826
 SB0826  HISTORY     - Date     Condition        Report By
 SB0826  HISTORY     - 1929     MONUMENTED       BOR
 SB0826  HISTORY     - 1961     MARK NOT FOUND   NGS
 SB0826
 SB0826                          STATION DESCRIPTION
 SB0826
 SB0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0826'1.0 MI SW FROM PACKWOOD.
 SB0826'1.0 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE GRADE SCHOOL AT
 SB0826'PACKWOOD, SET IN THE TOP OF A CONCRETE POST, 50 FEET EAST OF THE
 SB0826'CENTERLINE OF THE HIGHWAY, 26 FEET NORTHEAST OF A TELEPHONE POLE, ON
 SB0826'TOP OF A BANK, AND 3 FEET WEST OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0029 ***********************************************************************
 SY0029  DESIGNATION -  13 A 13 WAGS
 SY0029  PID         -  SY0029
 SY0029  STATE/COUNTY-  WA/SNOHOMISH
 SY0029  USGS QUAD   -  EVERETT (1973)
 SY0029
 SY0029                         *CURRENT SURVEY CONTROL
 SY0029  ___________________________________________________________________
 SY0029* NAD 83(1986)-  47 56 35.     (N)    122 13 00.     (W)     SCALED    
 SY0029* NAVD 88     -       116.105  (meters)     380.92   (feet)  ADJUSTED  
 SY0029  ___________________________________________________________________
 SY0029  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0029  DYNAMIC HT  -         116.121 (meters)     380.97  (feet)  COMP
 SY0029  MODELED GRAV-     980,755.6   (mgal)                       NAVD 88
 SY0029
 SY0029  VERT ORDER  -  FIRST     CLASS II
 SY0029
 SY0029.The horizontal coordinates were scaled from a topographic map and have
 SY0029.an estimated accuracy of +/- 6 seconds.
 SY0029
 SY0029.The orthometric height was determined by differential leveling
 SY0029.and adjusted by the National Geodetic Survey in June 1991..
 SY0029
 SY0029.The geoid height was determined by GEOID03.
 SY0029
 SY0029.The dynamic height is computed by dividing the NAVD 88
 SY0029.geopotential number by the normal gravity value computed on the
 SY0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0029.degrees latitude (g = 980.6199 gals.).
 SY0029
 SY0029.The modeled gravity was interpolated from observed gravity values.
 SY0029
 SY0029;                    North         East    Units  Estimated Accuracy
 SY0029;SPC WA N     -   105,780.      396,670.      MT  (+/- 180 meters Scaled)
 SY0029
 SY0029                          SUPERSEDED SURVEY CONTROL
 SY0029
 SY0029  NGVD 29 (??/??/??)  114.981  (m)          377.23   (f) ADJUSTED    1 2
 SY0029
 SY0029.Superseded values are not recommended for survey control.
 SY0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0029.See file dsdata.txt to determine how the superseded data were derived.
 SY0029
 SY0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU584102(NAD 83)
 SY0029_MARKER: DD = SURVEY DISK
 SY0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0029_STAMPING: 13A13
 SY0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0029+STABILITY: SURFACE MOTION
 SY0029
 SY0029  HISTORY     - Date     Condition        Report By
 SY0029  HISTORY     - UNK      MONUMENTED       WAGS
 SY0029  HISTORY     - 1947     GOOD             CGS
 SY0029  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0029  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 SY0029  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 SY0029
 SY0029                          STATION DESCRIPTION
 SY0029
 SY0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0029'1.9 MI S FROM EVERETT.
 SY0029'1.9 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE SOUTH JUNIOR HIGH
 SY0029'SCHOOL AT EVERETT, IN THE NARROW DIRT STRIP BETWEEN THE LANES OF THE
 SY0029'HIGHWAY, 52.8 FEET SOUTHWEST OF THE SOUTH END OF THE EAST HEAD WALL OF
 SY0029'A 6- BY 6-FOOT CONCRETE BOX CULVERT, 18 FEET SOUTH OF A T INTERSECTION
 SY0029'OF THE CENTER LINES OF THE HIGHWAY AND A DIRT ROAD LEADING EAST TO A
 SY0029'COUNTRY CLUB, 2.7 FEET EAST OF A MONEL RIVET WHICH IS SET 0.5 FOOT
 SY0029'WEST OF THE EAST EDGE OF THE WEST LANE PAVEMENT, 1.8 FEET WEST OF THE
 SY0029'WEST EDGE OF THE EAST LANE PAVEMENT, 0.4 FOOT BELOW THE PAVEMENT
 SY0029'SURFACE, AND SET IN THE TOP OF A CONCRETE POST.
 SY0029
 SY0029                          STATION RECOVERY (1965)
 SY0029
 SY0029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0029'MARK NOT FOUND.
 SY0029
 SY0029                          STATION RECOVERY (1999)
 SY0029
 SY0029'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0029'MARK NOT FOUND.
 SY0029
 SY0029                          STATION RECOVERY (2004)
 SY0029
 SY0029'RECOVERY NOTE BY US POWER SQUADRON 2004 (SMS)
 SY0029'HIGHWAY HAS BEEN WIDENED.  NO DIRT STRIP IN MIDDLE.  MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0032 ***********************************************************************
 SY0032  DESIGNATION -  13 A 14 WAGS
 SY0032  PID         -  SY0032
 SY0032  STATE/COUNTY-  WA/SNOHOMISH
 SY0032  USGS QUAD   -  EVERETT (1973)
 SY0032
 SY0032                         *CURRENT SURVEY CONTROL
 SY0032  ___________________________________________________________________
 SY0032* NAD 83(1986)-  47 55 47.     (N)    122 13 13.     (W)     SCALED    
 SY0032* NAVD 88     -       154.709  (meters)     507.57   (feet)  ADJUSTED  
 SY0032  ___________________________________________________________________
 SY0032  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0032  DYNAMIC HT  -         154.730 (meters)     507.64  (feet)  COMP
 SY0032  MODELED GRAV-     980,749.0   (mgal)                       NAVD 88
 SY0032
 SY0032  VERT ORDER  -  FIRST     CLASS II
 SY0032
 SY0032.The horizontal coordinates were scaled from a topographic map and have
 SY0032.an estimated accuracy of +/- 6 seconds.
 SY0032
 SY0032.The orthometric height was determined by differential leveling
 SY0032.and adjusted by the National Geodetic Survey in June 1991..
 SY0032
 SY0032.The geoid height was determined by GEOID03.
 SY0032
 SY0032.The dynamic height is computed by dividing the NAVD 88
 SY0032.geopotential number by the normal gravity value computed on the
 SY0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0032.degrees latitude (g = 980.6199 gals.).
 SY0032
 SY0032.The modeled gravity was interpolated from observed gravity values.
 SY0032
 SY0032;                    North         East    Units  Estimated Accuracy
 SY0032;SPC WA N     -   104,300.      396,370.      MT  (+/- 180 meters Scaled)
 SY0032
 SY0032                          SUPERSEDED SURVEY CONTROL
 SY0032
 SY0032  NGVD 29 (??/??/??)  153.584  (m)          503.88   (f) ADJUSTED    1 2
 SY0032
 SY0032.Superseded values are not recommended for survey control.
 SY0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0032.See file dsdata.txt to determine how the superseded data were derived.
 SY0032
 SY0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU582087(NAD 83)
 SY0032_MARKER: DD = SURVEY DISK
 SY0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0032_STAMPING: 13A14
 SY0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0032+STABILITY: SURFACE MOTION
 SY0032
 SY0032  HISTORY     - Date     Condition        Report By
 SY0032  HISTORY     - UNK      MONUMENTED       WAGS
 SY0032  HISTORY     - 1947     GOOD             CGS
 SY0032  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0032  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 SY0032  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 SY0032
 SY0032                          STATION DESCRIPTION
 SY0032
 SY0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0032'2.9 MI S FROM EVERETT.
 SY0032'2.9 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE SOUTH JUNIOR HIGH
 SY0032'SCHOOL AT EVERETT, 34.5 FEET SOUTH OF THE CENTER LINE OF A PAVED
 SY0032'CROSSROAD, 25.0 FEET WEST OF THE NORTHWEST CORNER OF BEVERLY LODGE
 SY0032'CAFE, 8.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN IRON-GRATE
 SY0032'COVER TO A PIPE CULVERT INLET, 3.1 FEET EAST OF A MONEL RIVET WHICH IS
 SY0032'SET 0.5 FOOT WEST OF THE EAST EDGE OF THE EAST LANE PAVEMENT, 0.4 FOOT
 SY0032'UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
 SY0032
 SY0032                          STATION RECOVERY (1965)
 SY0032
 SY0032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0032'MARK NOT FOUND.
 SY0032
 SY0032                          STATION RECOVERY (1999)
 SY0032
 SY0032'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0032'MARK NOT FOUND.
 SY0032
 SY0032                          STATION RECOVERY (2004)
 SY0032
 SY0032'RECOVERY NOTE BY US POWER SQUADRON 2004 (SMS)
 SY0032'BEVERLY LODGE IS NOW A WELLS FARGO BANK.  ENTIRE PARKING LOT HAS BEEN
 SY0032'REPAVED.  HIGHWAY HAS ALSO BEEN WIDENED.  MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0033 ***********************************************************************
 SY0033  DESIGNATION -  13 A 15 WAGS
 SY0033  PID         -  SY0033
 SY0033  STATE/COUNTY-  WA/SNOHOMISH
 SY0033  USGS QUAD   -  EVERETT (1973)
 SY0033
 SY0033                         *CURRENT SURVEY CONTROL
 SY0033  ___________________________________________________________________
 SY0033* NAD 83(1986)-  47 55 22.     (N)    122 13 36.     (W)     SCALED    
 SY0033* NAVD 88     -       176.644  (meters)     579.54   (feet)  ADJUSTED  
 SY0033  ___________________________________________________________________
 SY0033  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0033  DYNAMIC HT  -         176.668 (meters)     579.62  (feet)  COMP
 SY0033  MODELED GRAV-     980,745.7   (mgal)                       NAVD 88
 SY0033
 SY0033  VERT ORDER  -  FIRST     CLASS II
 SY0033
 SY0033.The horizontal coordinates were scaled from a topographic map and have
 SY0033.an estimated accuracy of +/- 6 seconds.
 SY0033
 SY0033.The orthometric height was determined by differential leveling
 SY0033.and adjusted by the National Geodetic Survey in June 1991..
 SY0033
 SY0033.The geoid height was determined by GEOID03.
 SY0033
 SY0033.The dynamic height is computed by dividing the NAVD 88
 SY0033.geopotential number by the normal gravity value computed on the
 SY0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0033.degrees latitude (g = 980.6199 gals.).
 SY0033
 SY0033.The modeled gravity was interpolated from observed gravity values.
 SY0033
 SY0033;                    North         East    Units  Estimated Accuracy
 SY0033;SPC WA N     -   103,540.      395,880.      MT  (+/- 180 meters Scaled)
 SY0033
 SY0033                          SUPERSEDED SURVEY CONTROL
 SY0033
 SY0033  NGVD 29 (??/??/??)  175.519  (m)          575.85   (f) ADJUSTED    1 2
 SY0033
 SY0033.Superseded values are not recommended for survey control.
 SY0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0033.See file dsdata.txt to determine how the superseded data were derived.
 SY0033
 SY0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU577080(NAD 83)
 SY0033_MARKER: DD = SURVEY DISK
 SY0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0033_STAMPING: 13A15
 SY0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0033+STABILITY: SURFACE MOTION
 SY0033
 SY0033  HISTORY     - Date     Condition        Report By
 SY0033  HISTORY     - UNK      MONUMENTED       WAGS
 SY0033  HISTORY     - 1947     GOOD             CGS
 SY0033  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0033  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 SY0033
 SY0033                          STATION DESCRIPTION
 SY0033
 SY0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0033'3.5 MI S FROM EVERETT.
 SY0033'3.5 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE SOUTH JUNIOR HIGH
 SY0033'SCHOOL AT EVERETT, ABOUT 120 YARDS NORTHEAST OF MUKILTEO ROAD, ABOUT
 SY0033'90 YARDS NORTH OF THE NORTH CORNER OF CASINO TAVERN, 56.7 FEET SOUTH
 SY0033'OF TELEPHONE POLE NO. P 47, 51.3 FEET EAST OF THE SOUTHEAST END OF A
 SY0033'WHITE KING SOAP SIGN, IN THE DIRT STRIP BETWEEN THE LANES OF THE
 SY0033'HIGHWAY, 2.5 FEET EAST OF A MONEL RIVET WHICH IS SET 0.5 FOOT WEST OF
 SY0033'THE EAST EDGE OF THE WEST LANE PAVEMENT, 2.0 FEET WEST OF THE WEST
 SY0033'EDGE OF THE EAST LANE PAVEMENT, 0.4 FOOT UNDERGROUND, AND SET IN THE
 SY0033'TOP OF A CONCRETE POST.
 SY0033
 SY0033                          STATION RECOVERY (1965)
 SY0033
 SY0033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0033'MARK NOT FOUND.
 SY0033
 SY0033                          STATION RECOVERY (2004)
 SY0033
 SY0033'RECOVERY NOTE BY US POWER SQUADRON 2004 (SMS)
 SY0033'HIGHWAY HAS BEEN WIDENED AND REPAVED.  NO DIRT STRIP.  MARK NOT FOUND.
 SY0033' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0039 ***********************************************************************
 SY0039  DESIGNATION -  13 A 16 WAGS
 SY0039  PID         -  SY0039
 SY0039  STATE/COUNTY-  WA/SNOHOMISH
 SY0039  USGS QUAD   -  EVERETT (1973)
 SY0039
 SY0039                         *CURRENT SURVEY CONTROL
 SY0039  ___________________________________________________________________
 SY0039* NAD 83(1986)-  47 54 26.     (N)    122 14 30.     (W)     SCALED    
 SY0039* NAVD 88     -       175.499  (meters)     575.78   (feet)  ADJUSTED  
 SY0039  ___________________________________________________________________
 SY0039  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0039  DYNAMIC HT  -         175.523 (meters)     575.86  (feet)  COMP
 SY0039  MODELED GRAV-     980,749.3   (mgal)                       NAVD 88
 SY0039
 SY0039  VERT ORDER  -  FIRST     CLASS II
 SY0039
 SY0039.The horizontal coordinates were scaled from a topographic map and have
 SY0039.an estimated accuracy of +/- 6 seconds.
 SY0039
 SY0039.The orthometric height was determined by differential leveling
 SY0039.and adjusted by the National Geodetic Survey in June 1991..
 SY0039
 SY0039.The geoid height was determined by GEOID03.
 SY0039
 SY0039.The dynamic height is computed by dividing the NAVD 88
 SY0039.geopotential number by the normal gravity value computed on the
 SY0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0039.degrees latitude (g = 980.6199 gals.).
 SY0039
 SY0039.The modeled gravity was interpolated from observed gravity values.
 SY0039
 SY0039;                    North         East    Units  Estimated Accuracy
 SY0039;SPC WA N     -   101,830.      394,730.      MT  (+/- 180 meters Scaled)
 SY0039
 SY0039                          SUPERSEDED SURVEY CONTROL
 SY0039
 SY0039  NGVD 29 (??/??/??)  174.376  (m)          572.10   (f) ADJUSTED    1 2
 SY0039
 SY0039.Superseded values are not recommended for survey control.
 SY0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0039.See file dsdata.txt to determine how the superseded data were derived.
 SY0039
 SY0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU566062(NAD 83)
 SY0039_MARKER: DD = SURVEY DISK
 SY0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0039_STAMPING: 13A16
 SY0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0039+STABILITY: SURFACE MOTION
 SY0039
 SY0039  HISTORY     - Date     Condition        Report By
 SY0039  HISTORY     - UNK      MONUMENTED       WAGS
 SY0039  HISTORY     - 1947     GOOD             CGS
 SY0039  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0039  HISTORY     - 19980215 GOOD             USPSQD
 SY0039  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 SY0039  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 SY0039
 SY0039                          STATION DESCRIPTION
 SY0039
 SY0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0039'4.6 MI S FROM EVERETT.
 SY0039'4.6 MILES SOUTH ALONG U. S. HIGHWAY 99 FROM THE SOUTH JUNIOR HIGH
 SY0039'SCHOOL AT EVERETT, AT AN INTERSECTION OF THE HIGHWAY AND THE DRIVEWAY
 SY0039'ENTRANCE TO KIMBLE MOTEL, ABOUT 135 FEET SOUTH OF A 24-INCH CONCRETE
 SY0039'PIPE CULVERT, 80.5 FEET NORTH OF A TELEPHONE POLE NO. P-76, IN THE
 SY0039'DIRT STRIP BETWEEN THE HIGHWAY PAVEMENT LANES, 2.4 FEET EAST OF A
 SY0039'MONEL RIVET WHICH IS SET 0.5 FOOT WEST OF THE EAST EDGE OF THE WEST
 SY0039'LANE PAVEMENT, 2.2 FEET WEST OF THE WEST EDGE OF THE EAST LANE
 SY0039'PAVEMENT, 0.4 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
 SY0039
 SY0039                          STATION RECOVERY (1965)
 SY0039
 SY0039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0039'MARK NOT FOUND.
 SY0039
 SY0039                          STATION RECOVERY (1998)
 SY0039
 SY0039'RECOVERY NOTE BY US POWER SQUADRON 1998
 SY0039'RECOVERED IN GOOD CONDITION.
 SY0039
 SY0039                          STATION RECOVERY (1999)
 SY0039
 SY0039'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0039'MARK NOT FOUND.
 SY0039
 SY0039                          STATION RECOVERY (2004)
 SY0039
 SY0039'RECOVERY NOTE BY US POWER SQUADRON 2004 (SMS)
 SY0039'HIGHWAY HAS BEEN WIDENED.  NO DIRT STRIP BETWEEN LANES.  MARK NOT
 SY0039'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0042 ***********************************************************************
 SY0042  DESIGNATION -  13 A 17 WAGS
 SY0042  PID         -  SY0042
 SY0042  STATE/COUNTY-  WA/SNOHOMISH
 SY0042  USGS QUAD   -  MUKILTEO (1978)
 SY0042
 SY0042                         *CURRENT SURVEY CONTROL
 SY0042  ___________________________________________________________________
 SY0042* NAD 83(1986)-  47 53 49.     (N)    122 15 04.     (W)     SCALED    
 SY0042* NAVD 88     -       164.199  (meters)     538.71   (feet)  ADJUSTED  
 SY0042  ___________________________________________________________________
 SY0042  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0042  DYNAMIC HT  -         164.223 (meters)     538.79  (feet)  COMP
 SY0042  MODELED GRAV-     980,753.9   (mgal)                       NAVD 88
 SY0042
 SY0042  VERT ORDER  -  FIRST     CLASS II
 SY0042
 SY0042.The horizontal coordinates were scaled from a topographic map and have
 SY0042.an estimated accuracy of +/- 6 seconds.
 SY0042
 SY0042.The orthometric height was determined by differential leveling
 SY0042.and adjusted by the National Geodetic Survey in June 1991..
 SY0042
 SY0042.The geoid height was determined by GEOID03.
 SY0042
 SY0042.The dynamic height is computed by dividing the NAVD 88
 SY0042.geopotential number by the normal gravity value computed on the
 SY0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0042.degrees latitude (g = 980.6199 gals.).
 SY0042
 SY0042.The modeled gravity was interpolated from observed gravity values.
 SY0042
 SY0042;                    North         East    Units  Estimated Accuracy
 SY0042;SPC WA N     -   100,700.      394,000.      MT  (+/- 180 meters Scaled)
 SY0042
 SY0042                          SUPERSEDED SURVEY CONTROL
 SY0042
 SY0042  NGVD 29 (??/??/??)  163.080  (m)          535.04   (f) ADJUSTED    1 2
 SY0042
 SY0042.Superseded values are not recommended for survey control.
 SY0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0042.See file dsdata.txt to determine how the superseded data were derived.
 SY0042
 SY0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU559051(NAD 83)
 SY0042_MARKER: DD = SURVEY DISK
 SY0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0042_STAMPING: 13A17
 SY0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0042+STABILITY: SURFACE MOTION
 SY0042
 SY0042  HISTORY     - Date     Condition        Report By
 SY0042  HISTORY     - UNK      MONUMENTED       WAGS
 SY0042  HISTORY     - 1947     GOOD             CGS
 SY0042  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0042  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 SY0042
 SY0042                          STATION DESCRIPTION
 SY0042
 SY0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0042'5.3 MI S FROM EVERETT.
 SY0042'5.3 MILES SOUTH ALONG U. S. HIGHWAY 99 FROM THE SOUTH JUNIOR HIGH
 SY0042'SCHOOL AT EVERETT, ABOUT 645 FEET NORTH OF THE INTERSECTION OF THE
 SY0042'HIGHWAY AND THE PAINE FIELD ROAD, 58.2 FEET NORTHEAST OF TELEPHONE
 SY0042'POLE P-96, 2.6 FEET EAST OF A MONEL RIVET WHICH IS SET 0.5 FOOT WEST
 SY0042'OF THE EAST EDGE OF THE WEST LANE PAVEMENT, 2.0 FEET WEST OF THE WEST
 SY0042'EDGE OF THE EAST LANE PAVEMENT, IN THE DIRT STRIP BETWEEN THE LANES OF
 SY0042'THE HIGHWAY, 0.4 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE
 SY0042'POST.
 SY0042
 SY0042                          STATION RECOVERY (1965)
 SY0042
 SY0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0042'MARK NOT FOUND.
 SY0042
 SY0042                          STATION RECOVERY (1999)
 SY0042
 SY0042'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0073 ***********************************************************************
 SY0073  DESIGNATION -  13 A 20 WAGS
 SY0073  PID         -  SY0073
 SY0073  STATE/COUNTY-  WA/SNOHOMISH
 SY0073  USGS QUAD   -  EDMONDS EAST (1981)
 SY0073
 SY0073                         *CURRENT SURVEY CONTROL
 SY0073  ___________________________________________________________________
 SY0073* NAD 83(1986)-  47 51 42.     (N)    122 17 02.     (W)     SCALED    
 SY0073* NAVD 88     -       195.068  (meters)     639.99   (feet)  ADJUSTED  
 SY0073  ___________________________________________________________________
 SY0073  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0073  DYNAMIC HT  -         195.099 (meters)     640.09  (feet)  COMP
 SY0073  MODELED GRAV-     980,765.4   (mgal)                       NAVD 88
 SY0073
 SY0073  VERT ORDER  -  FIRST     CLASS II
 SY0073
 SY0073.The horizontal coordinates were scaled from a topographic map and have
 SY0073.an estimated accuracy of +/- 6 seconds.
 SY0073
 SY0073.The orthometric height was determined by differential leveling
 SY0073.and adjusted by the National Geodetic Survey in June 1991..
 SY0073
 SY0073.The geoid height was determined by GEOID03.
 SY0073
 SY0073.The dynamic height is computed by dividing the NAVD 88
 SY0073.geopotential number by the normal gravity value computed on the
 SY0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0073.degrees latitude (g = 980.6199 gals.).
 SY0073
 SY0073.The modeled gravity was interpolated from observed gravity values.
 SY0073
 SY0073;                    North         East    Units  Estimated Accuracy
 SY0073;SPC WA N     -    96,820.      391,470.      MT  (+/- 180 meters Scaled)
 SY0073
 SY0073                          SUPERSEDED SURVEY CONTROL
 SY0073
 SY0073  NGVD 29 (??/??/??)  193.954  (m)          636.33   (f) ADJUSTED    1 2
 SY0073
 SY0073.Superseded values are not recommended for survey control.
 SY0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0073.See file dsdata.txt to determine how the superseded data were derived.
 SY0073
 SY0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU535011(NAD 83)
 SY0073_MARKER: DD = SURVEY DISK
 SY0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0073_STAMPING: 13A20
 SY0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0073+STABILITY: SURFACE MOTION
 SY0073
 SY0073  HISTORY     - Date     Condition        Report By
 SY0073  HISTORY     - UNK      MONUMENTED       WAGS
 SY0073  HISTORY     - 1947     GOOD             CGS
 SY0073  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0073  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 SY0073  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 SY0073
 SY0073                          STATION DESCRIPTION
 SY0073
 SY0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0073'7.4 MI N FROM RICHMONDS HIGHLANDS.
 SY0073'7.4 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT RICHMOND
 SY0073'HIGHLANDS, AND 8.2 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE SOUTH
 SY0073'JUNIOR HIGH SCHOOL AT EVERETT, ABOUT 290 FEET SOUTH OF WINDANDTIDE
 SY0073'REAL ESTATE BUILDING, 60 FEET SOUTH OF A PRIVATE DIRT ROAD LEADING
 SY0073'WEST TO A HOUSE, IN THE DIRT STRIP BETWEEN THE LANES OF THE HIGHWAY,
 SY0073'2.6 FEET EAST OF A MONEL RIVET WHICH IS SET 0.5 FOOT WEST OF THE EAST
 SY0073'EDGE OF THE WEST LANE PAVEMENT, 2.1 FEET EAST OF THE EAST EDGE OF THE
 SY0073'WEST LANE PAVEMENT, 2.1 FEET WEST OF THE WEST EDGE OF THE EAST LANE
 SY0073'PAVEMENT, 0.2 FOOT BELOW THE GROUND, AND SET IN A CONCRETE POST.
 SY0073
 SY0073                          STATION RECOVERY (1965)
 SY0073
 SY0073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0073'MARK NOT FOUND.
 SY0073
 SY0073                          STATION RECOVERY (1999)
 SY0073
 SY0073'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0073'MARK NOT FOUND.
 SY0073
 SY0073                          STATION RECOVERY (2005)
 SY0073
 SY0073'RECOVERY NOTE BY US POWER SQUADRON 2005 (SWW)
 SY0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0082 ***********************************************************************
 SY0082  DESIGNATION -  13 A 21 WAGS
 SY0082  PID         -  SY0082
 SY0082  STATE/COUNTY-  WA/SNOHOMISH
 SY0082  USGS QUAD   -  EDMONDS EAST (1981)
 SY0082
 SY0082                         *CURRENT SURVEY CONTROL
 SY0082  ___________________________________________________________________
 SY0082* NAD 83(1986)-  47 51 22.     (N)    122 17 21.     (W)     SCALED    
 SY0082* NAVD 88     -       185.408  (meters)     608.29   (feet)  ADJUSTED  
 SY0082  ___________________________________________________________________
 SY0082  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0082  DYNAMIC HT  -         185.437 (meters)     608.39  (feet)  COMP
 SY0082  MODELED GRAV-     980,765.2   (mgal)                       NAVD 88
 SY0082
 SY0082  VERT ORDER  -  FIRST     CLASS II
 SY0082
 SY0082.The horizontal coordinates were scaled from a topographic map and have
 SY0082.an estimated accuracy of +/- 6 seconds.
 SY0082
 SY0082.The orthometric height was determined by differential leveling
 SY0082.and adjusted by the National Geodetic Survey in June 1991..
 SY0082
 SY0082.The geoid height was determined by GEOID03.
 SY0082
 SY0082.The dynamic height is computed by dividing the NAVD 88
 SY0082.geopotential number by the normal gravity value computed on the
 SY0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0082.degrees latitude (g = 980.6199 gals.).
 SY0082
 SY0082.The modeled gravity was interpolated from observed gravity values.
 SY0082
 SY0082;                    North         East    Units  Estimated Accuracy
 SY0082;SPC WA N     -    96,210.      391,070.      MT  (+/- 180 meters Scaled)
 SY0082
 SY0082                          SUPERSEDED SURVEY CONTROL
 SY0082
 SY0082  NGVD 29 (??/??/??)  184.295  (m)          604.64   (f) ADJUSTED    1 2
 SY0082
 SY0082.Superseded values are not recommended for survey control.
 SY0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0082.See file dsdata.txt to determine how the superseded data were derived.
 SY0082
 SY0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU531005(NAD 83)
 SY0082_MARKER: DD = SURVEY DISK
 SY0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0082_STAMPING: 13A21
 SY0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0082+STABILITY: SURFACE MOTION
 SY0082
 SY0082  HISTORY     - Date     Condition        Report By
 SY0082  HISTORY     - UNK      MONUMENTED       WAGS
 SY0082  HISTORY     - 1947     GOOD             CGS
 SY0082  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0082  HISTORY     - 20050804 MARK NOT FOUND   GEOCAC
 SY0082
 SY0082                          STATION DESCRIPTION
 SY0082
 SY0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0082'6.9 MI N FROM RICHMOND HIGHLANDS.
 SY0082'6.9 MILES NORTH ALONG U. S. HIGHWAY 99 FROM THE POST OFFICE AT
 SY0082'RICHMOND HIGHLANDS, AT AN INTERSECTION OF THE HIGHWAY AND A PRIVATE
 SY0082'DIRT ROAD LEADING EAST TO A LARGE WHITE HOUSE, ABOUT 486 YARDS SOUTH
 SY0082'OF OAK ROAD LEADING EAST, IN THE DIRT STRIP BETWEEN THE LANES OF THE
 SY0082'PAVEMENT, 2.2 FEET WEST OF THE WEST EDGE OF THE EAST LANE PAVEMENT,
 SY0082'2.1 FEET EAST OF THE EAST EDGE OF THE WEST LANE PAVEMENT, 0.3 FOOT
 SY0082'UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
 SY0082
 SY0082                          STATION RECOVERY (1965)
 SY0082
 SY0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0082'MARK NOT FOUND.
 SY0082
 SY0082                          STATION RECOVERY (2005)
 SY0082
 SY0082'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY0082'AS THERE IS NO LONGER A DIRT STRIP BETWEEN THE HIGHWAY LANES, THIS
 SY0082'MARK IS LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0085 ***********************************************************************
 SY0085  DESIGNATION -  13 A 22 WAGS
 SY0085  PID         -  SY0085
 SY0085  STATE/COUNTY-  WA/SNOHOMISH
 SY0085  USGS QUAD   -  EDMONDS EAST (1981)
 SY0085
 SY0085                         *CURRENT SURVEY CONTROL
 SY0085  ___________________________________________________________________
 SY0085* NAD 83(1986)-  47 51 09.     (N)    122 17 32.     (W)     SCALED    
 SY0085* NAVD 88     -       166.222  (meters)     545.35   (feet)  ADJUSTED  
 SY0085  ___________________________________________________________________
 SY0085  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0085  DYNAMIC HT  -         166.247 (meters)     545.43  (feet)  COMP
 SY0085  MODELED GRAV-     980,765.1   (mgal)                       NAVD 88
 SY0085
 SY0085  VERT ORDER  -  FIRST     CLASS II
 SY0085
 SY0085.The horizontal coordinates were scaled from a topographic map and have
 SY0085.an estimated accuracy of +/- 6 seconds.
 SY0085
 SY0085.The orthometric height was determined by differential leveling
 SY0085.and adjusted by the National Geodetic Survey in June 1991..
 SY0085
 SY0085.The geoid height was determined by GEOID03.
 SY0085
 SY0085.The dynamic height is computed by dividing the NAVD 88
 SY0085.geopotential number by the normal gravity value computed on the
 SY0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0085.degrees latitude (g = 980.6199 gals.).
 SY0085
 SY0085.The modeled gravity was interpolated from observed gravity values.
 SY0085
 SY0085;                    North         East    Units  Estimated Accuracy
 SY0085;SPC WA N     -    95,820.      390,830.      MT  (+/- 180 meters Scaled)
 SY0085
 SY0085                          SUPERSEDED SURVEY CONTROL
 SY0085
 SY0085  NGVD 29 (??/??/??)  165.109  (m)          541.70   (f) ADJUSTED    1 2
 SY0085
 SY0085.Superseded values are not recommended for survey control.
 SY0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0085.See file dsdata.txt to determine how the superseded data were derived.
 SY0085
 SY0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU529001(NAD 83)
 SY0085_MARKER: DD = SURVEY DISK
 SY0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0085_STAMPING: 13A22
 SY0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0085+STABILITY: SURFACE MOTION
 SY0085
 SY0085  HISTORY     - Date     Condition        Report By
 SY0085  HISTORY     - UNK      MONUMENTED       WAGS
 SY0085  HISTORY     - 1947     GOOD             CGS
 SY0085  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0085
 SY0085                          STATION DESCRIPTION
 SY0085
 SY0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0085'6.6 MI N FROM RICHMOND HIGHLANDS.
 SY0085'6.6 MILES NORTH ALONG U. S. HIGHWAY 99 FROM THE POST OFFICE AT
 SY0085'RICHMOND HIGHLANDS, 0.2 MILE NORTH OF KEELERS KORNER SIGNAL SERVICE
 SY0085'STATION, 156 FEET NORTH OF THE INTERSECTION OF CENTER LINES OF THE
 SY0085'HIGHWAY AND CEDAR WAY, 43.4 FEET NORTHEAST OF TELEPHONE POLE P-184,
 SY0085'24.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.4 FEET WEST OF A
 SY0085'MONEL RIVER WHICH IS SET 0.5 FOOT EAST OF THE WEST EDGE OF THE WEST
 SY0085'LANE PAVEMENT, ON THE OUTSIDE OF A CURVE, 0.4 FOOT UNDERGROUND, AND
 SY0085'SET IN THE TOP OF A CONCRETE POST.
 SY0085
 SY0085                          STATION RECOVERY (1965)
 SY0085
 SY0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0088 ***********************************************************************
 SY0088  DESIGNATION -  13 A 23 WAGS
 SY0088  PID         -  SY0088
 SY0088  STATE/COUNTY-  WA/SNOHOMISH
 SY0088  USGS QUAD   -  EDMONDS EAST (1981)
 SY0088
 SY0088                         *CURRENT SURVEY CONTROL
 SY0088  ___________________________________________________________________
 SY0088* NAD 83(1986)-  47 50 33.     (N)    122 17 45.     (W)     SCALED    
 SY0088* NAVD 88     -       131.310  (meters)     430.81   (feet)  ADJUSTED  
 SY0088  ___________________________________________________________________
 SY0088  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SY0088  DYNAMIC HT  -         131.330 (meters)     430.87  (feet)  COMP
 SY0088  MODELED GRAV-     980,764.4   (mgal)                       NAVD 88
 SY0088
 SY0088  VERT ORDER  -  FIRST     CLASS II
 SY0088
 SY0088.The horizontal coordinates were scaled from a topographic map and have
 SY0088.an estimated accuracy of +/- 6 seconds.
 SY0088
 SY0088.The orthometric height was determined by differential leveling
 SY0088.and adjusted by the National Geodetic Survey in June 1991..
 SY0088
 SY0088.The geoid height was determined by GEOID03.
 SY0088
 SY0088.The dynamic height is computed by dividing the NAVD 88
 SY0088.geopotential number by the normal gravity value computed on the
 SY0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0088.degrees latitude (g = 980.6199 gals.).
 SY0088
 SY0088.The modeled gravity was interpolated from observed gravity values.
 SY0088
 SY0088;                    North         East    Units  Estimated Accuracy
 SY0088;SPC WA N     -    94,710.      390,540.      MT  (+/- 180 meters Scaled)
 SY0088
 SY0088                          SUPERSEDED SURVEY CONTROL
 SY0088
 SY0088  NGVD 29 (??/??/??)  130.198  (m)          427.16   (f) ADJUSTED    1 2
 SY0088
 SY0088.Superseded values are not recommended for survey control.
 SY0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0088.See file dsdata.txt to determine how the superseded data were derived.
 SY0088
 SY0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET526990(NAD 83)
 SY0088_MARKER: DD = SURVEY DISK
 SY0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0088_STAMPING: 13A23
 SY0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0088+STABILITY: SURFACE MOTION
 SY0088
 SY0088  HISTORY     - Date     Condition        Report By
 SY0088  HISTORY     - UNK      MONUMENTED       WAGS
 SY0088  HISTORY     - 1947     GOOD             CGS
 SY0088  HISTORY     - 1969     MARK NOT FOUND   CGS
 SY0088
 SY0088                          STATION DESCRIPTION
 SY0088
 SY0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0088'5.9 MI N FROM RICHMOND HIGHLANDS.
 SY0088'5.9 MILES NORTH ALONG U. S. HIGHWAY 99 FROM THE POST OFFICE AT
 SY0088'RICHMOND HIGHLANDS, 0.2 MILE SOUTH OF OWL TAVERN, ON THE OUTSIDE OF A
 SY0088'CURVE, 29 FEET WEST OF CONCRETE HIGHWAY POST T-61, 24.7 FEET EAST OF
 SY0088'THE CENTER LINE OF THE HIGHWAY, 2.5 FEET EAST OF A MONEL RIVET ON THE
 SY0088'EAST EDGE OF THE EAST LANE PAVEMENT, 0.3 FOOT UNDERGROUND, AND SET IN
 SY0088'THE TOP OF A CONCRETE POST.
 SY0088
 SY0088                          STATION RECOVERY (1969)
 SY0088
 SY0088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 SY0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0094 ***********************************************************************
 SY0094  DESIGNATION -  13 A 24 WAGS
 SY0094  PID         -  SY0094
 SY0094  STATE/COUNTY-  WA/SNOHOMISH
 SY0094  USGS QUAD   -  EDMONDS EAST (1981)
 SY0094
 SY0094                         *CURRENT SURVEY CONTROL
 SY0094  ___________________________________________________________________
 SY0094* NAD 83(1986)-  47 49 35.     (N)    122 18 36.     (W)     SCALED    
 SY0094* NAVD 88     -       124.064  (meters)     407.03   (feet)  ADJUSTED  
 SY0094  ___________________________________________________________________
 SY0094  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 SY0094  DYNAMIC HT  -         124.082 (meters)     407.09  (feet)  COMP
 SY0094  MODELED GRAV-     980,763.4   (mgal)                       NAVD 88
 SY0094
 SY0094  VERT ORDER  -  FIRST     CLASS II
 SY0094
 SY0094.The horizontal coordinates were scaled from a topographic map and have
 SY0094.an estimated accuracy of +/- 6 seconds.
 SY0094
 SY0094.The orthometric height was determined by differential leveling
 SY0094.and adjusted by the National Geodetic Survey in June 1991..
 SY0094
 SY0094.The geoid height was determined by GEOID03.
 SY0094
 SY0094.The dynamic height is computed by dividing the NAVD 88
 SY0094.geopotential number by the normal gravity value computed on the
 SY0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0094.degrees latitude (g = 980.6199 gals.).
 SY0094
 SY0094.The modeled gravity was interpolated from observed gravity values.
 SY0094
 SY0094;                    North         East    Units  Estimated Accuracy
 SY0094;SPC WA N     -    92,940.      389,450.      MT  (+/- 180 meters Scaled)
 SY0094
 SY0094                          SUPERSEDED SURVEY CONTROL
 SY0094
 SY0094  NGVD 29 (??/??/??)  122.954  (m)          403.39   (f) ADJUSTED    1 2
 SY0094
 SY0094.Superseded values are not recommended for survey control.
 SY0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0094.See file dsdata.txt to determine how the superseded data were derived.
 SY0094
 SY0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET516972(NAD 83)
 SY0094_MARKER: DD = SURVEY DISK
 SY0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0094_STAMPING: 13A24
 SY0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0094+STABILITY: SURFACE MOTION
 SY0094
 SY0094  HISTORY     - Date     Condition        Report By
 SY0094  HISTORY     - UNK      MONUMENTED       WAGS
 SY0094  HISTORY     - 1947     GOOD             CGS
 SY0094  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0094  HISTORY     - 20050804 MARK NOT FOUND   GEOCAC
 SY0094
 SY0094                          STATION DESCRIPTION
 SY0094
 SY0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0094'4.7 MI N FROM RICHMOND HIGHLANDS.
 SY0094'4.7 MILES NORTH ALONG U. S. HIGHWAY 99 FROM THE POST OFFICE AT
 SY0094'RICHMOND HIGHLANDS, 0.5 MILE NORTH OF EDS MARKET IN LYNNWOOD, 0.5 MILE
 SY0094'SOUTH OF COZY COTTAGE CAFE, ABOUT 112 FEET EAST OF THE NORTHEAST
 SY0094'CORNER OF LYNNWOOD PRODUCE CO., 76 FEET SOUTH OF THE CENTER LINE OF A
 SY0094'PRIVATE ROAD LEADING EAST TO A HOUSE, 67.3 FEET SOUTHEAST OF TELEPHONE
 SY0094'POLE P-230, IN THE DIRT STRIP BETWEEN THE LANES OF THE HIGHWAY, 2.6
 SY0094'FEET EAST OF A MONEL RIVET WHICH IS SET 0.5 FOOT WEST OF THE EAST EDGE
 SY0094'OF THE WEST LANE PAVEMENT, 2.1 FEET WEST OF THE WEST EDGE OF THE EAST
 SY0094'LANE PAVEMENT, ON TOP OF A HILL, 0.2 FOOT UNDERGROUND, AND SET IN THE
 SY0094'TOP OF A CONCRETE POST.
 SY0094
 SY0094                          STATION RECOVERY (1965)
 SY0094
 SY0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0094'MARK NOT FOUND.
 SY0094
 SY0094                          STATION RECOVERY (2005)
 SY0094
 SY0094'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY0094'AS THERE IS NO LONGER A DIRT STRIP BETWEEN THE HIGHWAY LANES, THIS
 SY0094'MARK IS LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0113 ***********************************************************************
 SY0113  DESIGNATION -  13 A 25 WAGS
 SY0113  PID         -  SY0113
 SY0113  STATE/COUNTY-  WA/SNOHOMISH
 SY0113  USGS QUAD   -  EDMONDS EAST (1981)
 SY0113
 SY0113                         *CURRENT SURVEY CONTROL
 SY0113  ___________________________________________________________________
 SY0113* NAD 83(1986)-  47 48 59.     (N)    122 19 08.     (W)     SCALED    
 SY0113* NAVD 88     -       125.473  (meters)     411.66   (feet)  ADJUSTED  
 SY0113  ___________________________________________________________________
 SY0113  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SY0113  DYNAMIC HT  -         125.492 (meters)     411.72  (feet)  COMP
 SY0113  MODELED GRAV-     980,762.9   (mgal)                       NAVD 88
 SY0113
 SY0113  VERT ORDER  -  FIRST     CLASS II
 SY0113
 SY0113.The horizontal coordinates were scaled from a topographic map and have
 SY0113.an estimated accuracy of +/- 6 seconds.
 SY0113
 SY0113.The orthometric height was determined by differential leveling
 SY0113.and adjusted by the National Geodetic Survey in June 1991..
 SY0113
 SY0113.The geoid height was determined by GEOID03.
 SY0113
 SY0113.The dynamic height is computed by dividing the NAVD 88
 SY0113.geopotential number by the normal gravity value computed on the
 SY0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0113.degrees latitude (g = 980.6199 gals.).
 SY0113
 SY0113.The modeled gravity was interpolated from observed gravity values.
 SY0113
 SY0113;                    North         East    Units  Estimated Accuracy
 SY0113;SPC WA N     -    91,840.      388,760.      MT  (+/- 180 meters Scaled)
 SY0113
 SY0113                          SUPERSEDED SURVEY CONTROL
 SY0113
 SY0113  NGVD 29 (??/??/??)  124.365  (m)          408.02   (f) ADJUSTED    1 2
 SY0113
 SY0113.Superseded values are not recommended for survey control.
 SY0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0113.See file dsdata.txt to determine how the superseded data were derived.
 SY0113
 SY0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET509961(NAD 83)
 SY0113_MARKER: DD = SURVEY DISK
 SY0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0113_STAMPING: 13A25
 SY0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0113+STABILITY: SURFACE MOTION
 SY0113
 SY0113  HISTORY     - Date     Condition        Report By
 SY0113  HISTORY     - UNK      MONUMENTED       WAGS
 SY0113  HISTORY     - 1947     GOOD             CGS
 SY0113  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0113  HISTORY     - 20050804 MARK NOT FOUND   GEOCAC
 SY0113
 SY0113                          STATION DESCRIPTION
 SY0113
 SY0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0113'3.9 MI N FROM RICHMOND HIGHLANDS.
 SY0113'3.9 MILES NORTH ALONG U. S. HIGHWAY 99 FROM THE POST OFFICE AT
 SY0113'RICHMOND HIGHLANDS, 0.3 MILE SOUTH OF EDS MARKET IN LYNNWOOD, 0.1 MILE
 SY0113'NORTH OF N. 257TH. STREET, 92.3 FEET SOUTHEAST OF TELEPHONE POLE
 SY0113'P-249, 77 FEET SOUTH OF HILSTAD DRAPERIES BUILDING, IN THE DIRT STRIP
 SY0113'BETWEEN THE LANES OF THE HIGHWAY, 2.5 FEET EAST OF A MONEL RIVET WHICH
 SY0113'IS SET 0.5 FOOT WEST OF THE EAST EDGE OF THE WEST LANE PAVEMENT, 2.1
 SY0113'FEET WEST OF THE WEST EDGE OF THE EAST LANE PAVEMENT, 0.4 FOOT
 SY0113'UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
 SY0113
 SY0113                          STATION RECOVERY (1965)
 SY0113
 SY0113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0113'MARK NOT FOUND.
 SY0113
 SY0113                          STATION RECOVERY (2005)
 SY0113
 SY0113'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY0113'AS THERE IS NO LONGER A DIRT STRIP BETWEEN THE HIGHWAY LANES, THIS
 SY0113'MARK IS LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0114 ***********************************************************************
 SY0114  DESIGNATION -  13 A 26 WAGS
 SY0114  PID         -  SY0114
 SY0114  STATE/COUNTY-  WA/SNOHOMISH
 SY0114  USGS QUAD   -  EDMONDS EAST (1981)
 SY0114
 SY0114                         *CURRENT SURVEY CONTROL
 SY0114  ___________________________________________________________________
 SY0114* NAD 83(1986)-  47 48 37.     (N)    122 19 25.     (W)     SCALED    
 SY0114* NAVD 88     -       127.225  (meters)     417.40   (feet)  ADJUSTED  
 SY0114  ___________________________________________________________________
 SY0114  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SY0114  DYNAMIC HT  -         127.244 (meters)     417.47  (feet)  COMP
 SY0114  MODELED GRAV-     980,762.8   (mgal)                       NAVD 88
 SY0114
 SY0114  VERT ORDER  -  FIRST     CLASS II
 SY0114
 SY0114.The horizontal coordinates were scaled from a topographic map and have
 SY0114.an estimated accuracy of +/- 6 seconds.
 SY0114
 SY0114.The orthometric height was determined by differential leveling
 SY0114.and adjusted by the National Geodetic Survey in June 1991..
 SY0114
 SY0114.The geoid height was determined by GEOID03.
 SY0114
 SY0114.The dynamic height is computed by dividing the NAVD 88
 SY0114.geopotential number by the normal gravity value computed on the
 SY0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0114.degrees latitude (g = 980.6199 gals.).
 SY0114
 SY0114.The modeled gravity was interpolated from observed gravity values.
 SY0114
 SY0114;                    North         East    Units  Estimated Accuracy
 SY0114;SPC WA N     -    91,170.      388,390.      MT  (+/- 180 meters Scaled)
 SY0114
 SY0114                          SUPERSEDED SURVEY CONTROL
 SY0114
 SY0114  NGVD 29 (??/??/??)  126.117  (m)          413.77   (f) ADJUSTED    1 2
 SY0114
 SY0114.Superseded values are not recommended for survey control.
 SY0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0114.See file dsdata.txt to determine how the superseded data were derived.
 SY0114
 SY0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET506954(NAD 83)
 SY0114_MARKER: DD = SURVEY DISK
 SY0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0114_STAMPING: 13A26
 SY0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0114+STABILITY: SURFACE MOTION
 SY0114
 SY0114  HISTORY     - Date     Condition        Report By
 SY0114  HISTORY     - UNK      MONUMENTED       WAGS
 SY0114  HISTORY     - 1947     GOOD             CGS
 SY0114  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0114  HISTORY     - 20050804 MARK NOT FOUND   GEOCAC
 SY0114
 SY0114                          STATION DESCRIPTION
 SY0114
 SY0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0114'3.4 MI N FROM RICHMOND HIGHLANDS.
 SY0114'3.4 MILES NORTH ALONG U. S. HIGHWAY 99 FROM THE POST OFFICE AT
 SY0114'RICHMOND HIGHLANDS, ABOUT 125 FEET NORTH OF THE ENTRANCE TO THE SWISS
 SY0114'CAFE, 52 FEET EAST OF TELEPHONE POLE P-262, 60 FEET NORTH OF THE
 SY0114'INTERSECTION OF CENTER LINES OF THE HIGHWAY AND N. 250TH. STREET, 3.2
 SY0114'FEET NORTH OF A PAVED CROSSING STRIP, IN THE DIRT STRIP BETWEEN THE
 SY0114'LANES OF THE HIGHWAY, 2.5 FEET EAST OF A MONEL RIVET WHICH IS 0.5 FEET
 SY0114'WEST OF THE EAST EDGE OF THE WEST LANE PAVEMENT, 0.4 FOOT UNDERGROUND,
 SY0114'AND SET IN THE TOP OF A CONCRETE POST.
 SY0114
 SY0114                          STATION RECOVERY (1965)
 SY0114
 SY0114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0114'MARK NOT FOUND.
 SY0114
 SY0114                          STATION RECOVERY (2005)
 SY0114
 SY0114'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY0114'AS THERE IS NO LONGER A DIRT STRIP BETWEEN THE HIGHWAY LANES, THIS
 SY0114'MARK IS LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0117 ***********************************************************************
 SY0117  DESIGNATION -  13 A 27 WAGS
 SY0117  PID         -  SY0117
 SY0117  STATE/COUNTY-  WA/SNOHOMISH
 SY0117  USGS QUAD   -  EDMONDS EAST (1981)
 SY0117
 SY0117                         *CURRENT SURVEY CONTROL
 SY0117  ___________________________________________________________________
 SY0117* NAD 83(1986)-  47 47 54.     (N)    122 19 56.     (W)     SCALED    
 SY0117* NAVD 88     -       107.714  (meters)     353.39   (feet)  ADJUSTED  
 SY0117  ___________________________________________________________________
 SY0117  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 SY0117  DYNAMIC HT  -         107.731 (meters)     353.45  (feet)  COMP
 SY0117  MODELED GRAV-     980,763.0   (mgal)                       NAVD 88
 SY0117
 SY0117  VERT ORDER  -  FIRST     CLASS II
 SY0117
 SY0117.The horizontal coordinates were scaled from a topographic map and have
 SY0117.an estimated accuracy of +/- 6 seconds.
 SY0117
 SY0117.The orthometric height was determined by differential leveling
 SY0117.and adjusted by the National Geodetic Survey in June 1991..
 SY0117
 SY0117.The geoid height was determined by GEOID03.
 SY0117
 SY0117.The dynamic height is computed by dividing the NAVD 88
 SY0117.geopotential number by the normal gravity value computed on the
 SY0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0117.degrees latitude (g = 980.6199 gals.).
 SY0117
 SY0117.The modeled gravity was interpolated from observed gravity values.
 SY0117
 SY0117;                    North         East    Units  Estimated Accuracy
 SY0117;SPC WA N     -    89,850.      387,720.      MT  (+/- 180 meters Scaled)
 SY0117
 SY0117                          SUPERSEDED SURVEY CONTROL
 SY0117
 SY0117  NGVD 29 (??/??/??)  106.608  (m)          349.76   (f) ADJUSTED    1 2
 SY0117
 SY0117.Superseded values are not recommended for survey control.
 SY0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0117.See file dsdata.txt to determine how the superseded data were derived.
 SY0117
 SY0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET500941(NAD 83)
 SY0117_MARKER: DD = SURVEY DISK
 SY0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0117_STAMPING: 13A27
 SY0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0117+STABILITY: SURFACE MOTION
 SY0117
 SY0117  HISTORY     - Date     Condition        Report By
 SY0117  HISTORY     - UNK      MONUMENTED       WAGS
 SY0117  HISTORY     - 1947     GOOD             CGS
 SY0117  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0117  HISTORY     - 20050408 MARK NOT FOUND   GEOCAC
 SY0117
 SY0117                          STATION DESCRIPTION
 SY0117
 SY0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0117'2.5 MI N FROM RICHMOND HIGHLANDS.
 SY0117'2.5 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT RICHMOND
 SY0117'HIGHLANDS, 100 FEET SOUTH OF THE SOUTH DRIVE-WAY TO E1 RANCHO NIGHT
 SY0117'CLUB, ABOUT 124 FEET NORTH OF BOBS MARKET, 33 SOUTH OF THE OFFICE OF
 SY0117'ALPINE VILLAGE CABINS, IN THE DIRT STRIP BETWEEN THE LANES OF THE
 SY0117'HIGHWAY, 2.5 FEET EAST OF A MONEL RIVET WHICH IS 0.5 FOOT WEST OF THE
 SY0117'EAST EDGE OF THE WEST LANE PAVEMENT, 2.1 FEET EAST OF THE EAST EDGE OF
 SY0117'THE WEST LANE, 2.1 FEET WEST OF THE WEST EDGE OF THE EAST LANE
 SY0117'PAVEMENT, 0.4 UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
 SY0117
 SY0117                          STATION RECOVERY (1965)
 SY0117
 SY0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0117'MARK NOT FOUND.
 SY0117
 SY0117                          STATION RECOVERY (2005)
 SY0117
 SY0117'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY0117'AS THERE IS NO LONGER A DIRT STRIP BETWEEN THE TRAFFIC LANES, THIS
 SY0117'MARK IS LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0130 ***********************************************************************
 SY0130  DESIGNATION -  13 A 28 WAGS
 SY0130  PID         -  SY0130
 SY0130  STATE/COUNTY-  WA/SNOHOMISH
 SY0130  USGS QUAD   -  EDMONDS EAST (1981)
 SY0130
 SY0130                         *CURRENT SURVEY CONTROL
 SY0130  ___________________________________________________________________
 SY0130* NAD 83(1986)-  47 47 01.     (N)    122 20 34.     (W)     SCALED    
 SY0130* NAVD 88     -       136.974  (meters)     449.39   (feet)  ADJUSTED  
 SY0130  ___________________________________________________________________
 SY0130  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 SY0130  DYNAMIC HT  -         136.995 (meters)     449.46  (feet)  COMP
 SY0130  MODELED GRAV-     980,762.2   (mgal)                       NAVD 88
 SY0130
 SY0130  VERT ORDER  -  FIRST     CLASS II
 SY0130
 SY0130.The horizontal coordinates were scaled from a topographic map and have
 SY0130.an estimated accuracy of +/- 6 seconds.
 SY0130
 SY0130.The orthometric height was determined by differential leveling
 SY0130.and adjusted by the National Geodetic Survey in June 1991..
 SY0130
 SY0130.The geoid height was determined by GEOID03.
 SY0130
 SY0130.The dynamic height is computed by dividing the NAVD 88
 SY0130.geopotential number by the normal gravity value computed on the
 SY0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0130.degrees latitude (g = 980.6199 gals.).
 SY0130
 SY0130.The modeled gravity was interpolated from observed gravity values.
 SY0130
 SY0130;                    North         East    Units  Estimated Accuracy
 SY0130;SPC WA N     -    88,230.      386,900.      MT  (+/- 180 meters Scaled)
 SY0130
 SY0130                          SUPERSEDED SURVEY CONTROL
 SY0130
 SY0130  NGVD 29 (??/??/??)  135.867  (m)          445.76   (f) ADJUSTED    1 2
 SY0130
 SY0130.Superseded values are not recommended for survey control.
 SY0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0130.See file dsdata.txt to determine how the superseded data were derived.
 SY0130
 SY0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET492924(NAD 83)
 SY0130_MARKER: DD = SURVEY DISK
 SY0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0130_STAMPING: 13A28
 SY0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0130+STABILITY: SURFACE MOTION
 SY0130
 SY0130  HISTORY     - Date     Condition        Report By
 SY0130  HISTORY     - UNK      MONUMENTED       WAGS
 SY0130  HISTORY     - 1947     GOOD             CGS
 SY0130  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0130  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 SY0130
 SY0130                          STATION DESCRIPTION
 SY0130
 SY0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0130'1.4 MI N FROM RICHMOND HIGHLANDS.
 SY0130'1.4 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT RICHMOND
 SY0130'HIGHLANDS, ABOUT 80 YARDS NORTH OF THE INTERSECTION OF CENTER LINES OF
 SY0130'THE HIGHWAY AND N. 212TH. STREET, 77 FEET NORTHEAST OF TELEPHONE POLE
 SY0130'P-315, DIRECTLY EAST OF BILL MULLINS CHEVRON SERVICE STATION, IN THE
 SY0130'DIRT STRIP BETWEEN THE LANES OF THE HIGHWAY, 2.5 FEET EAST OF A MONEL
 SY0130'RIVET WHICH IS 0.5 FOOT WEST OF THE EAST EDGE OF THE WEST LANE
 SY0130'PAVEMENT, 2.1 FEET WEST OF THE WEST EDGE OF THE EAST LANE PAVEMENT,
 SY0130'0.4 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST.
 SY0130
 SY0130                          STATION RECOVERY (1965)
 SY0130
 SY0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0130'MARK NOT FOUND.
 SY0130
 SY0130                          STATION RECOVERY (1999)
 SY0130
 SY0130'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0131 ***********************************************************************
 SY0131  DESIGNATION -  13 A 29 WAGS
 SY0131  PID         -  SY0131
 SY0131  STATE/COUNTY-  WA/SNOHOMISH
 SY0131  USGS QUAD   -  EDMONDS EAST (1981)
 SY0131
 SY0131                         *CURRENT SURVEY CONTROL
 SY0131  ___________________________________________________________________
 SY0131* NAD 83(1986)-  47 46 42.     (N)    122 20 46.     (W)     SCALED    
 SY0131* NAVD 88     -       131.575  (meters)     431.68   (feet)  ADJUSTED  
 SY0131  ___________________________________________________________________
 SY0131  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 SY0131  DYNAMIC HT  -         131.595 (meters)     431.74  (feet)  COMP
 SY0131  MODELED GRAV-     980,761.0   (mgal)                       NAVD 88
 SY0131
 SY0131  VERT ORDER  -  FIRST     CLASS II
 SY0131
 SY0131.The horizontal coordinates were scaled from a topographic map and have
 SY0131.an estimated accuracy of +/- 6 seconds.
 SY0131
 SY0131.The orthometric height was determined by differential leveling
 SY0131.and adjusted by the National Geodetic Survey in June 1991..
 SY0131
 SY0131.The geoid height was determined by GEOID03.
 SY0131
 SY0131.The dynamic height is computed by dividing the NAVD 88
 SY0131.geopotential number by the normal gravity value computed on the
 SY0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0131.degrees latitude (g = 980.6199 gals.).
 SY0131
 SY0131.The modeled gravity was interpolated from observed gravity values.
 SY0131
 SY0131;                    North         East    Units  Estimated Accuracy
 SY0131;SPC WA N     -    87,650.      386,640.      MT  (+/- 180 meters Scaled)
 SY0131
 SY0131                          SUPERSEDED SURVEY CONTROL
 SY0131
 SY0131  NGVD 29 (??/??/??)  130.468  (m)          428.04   (f) ADJUSTED    1 2
 SY0131
 SY0131.Superseded values are not recommended for survey control.
 SY0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0131.See file dsdata.txt to determine how the superseded data were derived.
 SY0131
 SY0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET489918(NAD 83)
 SY0131_MARKER: DD = SURVEY DISK
 SY0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0131_STAMPING: 13A29
 SY0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0131+STABILITY: SURFACE MOTION
 SY0131
 SY0131  HISTORY     - Date     Condition        Report By
 SY0131  HISTORY     - UNK      MONUMENTED       WAGS
 SY0131  HISTORY     - 1947     GOOD             CGS
 SY0131  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0131  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 SY0131
 SY0131                          STATION DESCRIPTION
 SY0131
 SY0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0131'1.1 MI N FROM RICHMOND HIGHLANDS.
 SY0131'1.1 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT RICHMOND
 SY0131'HIGHLANDS, 122 YARDS NORTH OF THE INTERSECTION OF U.S. HIGHWAY 99 AND
 SY0131'STATE HIGHWAY 1W, 318 FEET NORTH OF THE SNOHOMISH-KING COUNTY LINE,
 SY0131'10.8 FEET SOUTHEAST OF N. 207TH. STREET SIGN POST, 24.7 FEET WEST OF
 SY0131'THE CENTER LINE OF THE HIGHWAY, 2.2 FEET WEST OF THE WEST EDGE OF THE
 SY0131'WEST LANE PAVEMENT, 0.4 FOOT UNDERGROUND, AND SET IN THE TOP OF A
 SY0131'CONCRETE POST.
 SY0131
 SY0131                          STATION RECOVERY (1965)
 SY0131
 SY0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0131'MARK NOT FOUND.
 SY0131
 SY0131                          STATION RECOVERY (1999)
 SY0131
 SY0131'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0693 ***********************************************************************
 TP0693  DESIGNATION -  13 AA
 TP0693  PID         -  TP0693
 TP0693  STATE/COUNTY-  WA/OKANOGAN
 TP0693  USGS QUAD   -  CORRAL BUTTE (1981)
 TP0693
 TP0693                         *CURRENT SURVEY CONTROL
 TP0693  ___________________________________________________________________
 TP0693* NAD 83(1986)-  48 46 59.     (N)    119 57 01.     (W)     SCALED    
 TP0693* NAVD 88     -      1912.653  (meters)    6275.10   (feet)  ADJUSTED  
 TP0693  ___________________________________________________________________
 TP0693  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TP0693  DYNAMIC HT  -        1912.468 (meters)    6274.49  (feet)  COMP
 TP0693  MODELED GRAV-     980,443.6   (mgal)                       NAVD 88
 TP0693
 TP0693  VERT ORDER  -  SECOND    CLASS 0
 TP0693
 TP0693.The horizontal coordinates were scaled from a topographic map and have
 TP0693.an estimated accuracy of +/- 6 seconds.
 TP0693
 TP0693.The orthometric height was determined by differential leveling
 TP0693.and adjusted by the National Geodetic Survey in June 1991..
 TP0693
 TP0693.The geoid height was determined by GEOID03.
 TP0693
 TP0693.The dynamic height is computed by dividing the NAVD 88
 TP0693.geopotential number by the normal gravity value computed on the
 TP0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0693.degrees latitude (g = 980.6199 gals.).
 TP0693
 TP0693.The modeled gravity was interpolated from observed gravity values.
 TP0693
 TP0693;                    North         East    Units  Estimated Accuracy
 TP0693;SPC WA N     -   198,630.      564,890.      MT  (+/- 180 meters Scaled)
 TP0693
 TP0693                          SUPERSEDED SURVEY CONTROL
 TP0693
 TP0693  NGVD 29 (??/??/92) 1911.128  (m)         6270.09   (f) ADJ UNCH    2 0
 TP0693
 TP0693.Superseded values are not recommended for survey control.
 TP0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0693.See file dsdata.txt to determine how the superseded data were derived.
 TP0693
 TP0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ832075(NAD 83)
 TP0693_MARKER: DD = SURVEY DISK
 TP0693_SETTING: 66 = SET IN ROCK OUTCROP
 TP0693_SP_SET: GRANITE OUTCROP
 TP0693_STAMPING: 13 AA 1954 6269
 TP0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0693+STABILITY: POSITION/ELEVATION WELL
 TP0693
 TP0693  HISTORY     - Date     Condition        Report By
 TP0693  HISTORY     - 1954     MONUMENTED       USGS
 TP0693  HISTORY     - 1959     GOOD             NGS
 TP0693
 TP0693                          STATION DESCRIPTION
 TP0693
 TP0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0693'32.25 MI W FROM LOOMIS.
 TP0693'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0693'LOOMIS, THENCE 30.1 MILES WEST AND SOUTH ALONG A GRAVEL ROAD, IN TOP
 TP0693'OF A 5-BY 5 1/2-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET
 TP0693'ABOVE THE GROUND, IN THE CENTER OF A SWITCHBACK, 37 FEET WEST OF THE
 TP0693'CENTER LINE OF THE UPPER ROAD, 16 FEET EAST OF THE CENTER LINE OF THE
 TP0693'LOWER ROAD, 112 FEET NORTH OF THE CENTER OF THE SWITCHBACK, 89 FEET
 TP0693'NORTH-NORTHEAST AND ACROSS THE ROAD FROM A POST SUPPORTING A NORTH
 TP0693'FORK TWENTY MILE CR. TR. SIGN, 2.7 FEET NORTHEAST OF A WITNESS POST,
 TP0693'AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1236 ***********************************************************************
 RZ1236  DESIGNATION -  13 LC
 RZ1236  PID         -  RZ1236
 RZ1236  STATE/COUNTY-  WA/GARFIELD
 RZ1236  USGS QUAD   -  DODGE (1981)
 RZ1236
 RZ1236                         *CURRENT SURVEY CONTROL
 RZ1236  ___________________________________________________________________
 RZ1236* NAD 83(1986)-  46 31 34.     (N)    117 47 44.     (W)     SCALED    
 RZ1236* NAVD 88     -       504.660  (meters)    1655.71   (feet)  POSTED    
 RZ1236  ___________________________________________________________________
 RZ1236  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 RZ1236  DYNAMIC HT  -         504.650 (meters)    1655.67  (feet)  COMP
 RZ1236  MODELED GRAV-     980,587.0   (mgal)                       NAVD 88
 RZ1236
 RZ1236  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RZ1236
 RZ1236.The horizontal coordinates were scaled from a topographic map and have
 RZ1236.an estimated accuracy of +/- 6 seconds.
 RZ1236
 RZ1236.The orthometric height was determined by differential leveling
 RZ1236.and adjusted by the National Geodetic Survey in 1992..
 RZ1236.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RZ1236.rate of 0.0 thru 1.0 mm/km.
 RZ1236
 RZ1236.The geoid height was determined by GEOID03.
 RZ1236
 RZ1236.The dynamic height is computed by dividing the NAVD 88
 RZ1236.geopotential number by the normal gravity value computed on the
 RZ1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1236.degrees latitude (g = 980.6199 gals.).
 RZ1236
 RZ1236.The modeled gravity was interpolated from observed gravity values.
 RZ1236
 RZ1236;                    North         East    Units  Estimated Accuracy
 RZ1236;SPC WA S     -   136,130.      707,440.      MT  (+/- 180 meters Scaled)
 RZ1236
 RZ1236                          SUPERSEDED SURVEY CONTROL
 RZ1236
 RZ1236  NGVD 29 (??/??/92)  503.697  (m)         1652.55   (f) ADJ UNCH    2 0
 RZ1236
 RZ1236.Superseded values are not recommended for survey control.
 RZ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1236.See file dsdata.txt to determine how the superseded data were derived.
 RZ1236
 RZ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM389528(NAD 83)
 RZ1236_MARKER: DD = SURVEY DISK
 RZ1236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1236_SP_SET: MONUMENT
 RZ1236_STAMPING: 13 LC 1653 1948
 RZ1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1236
 RZ1236  HISTORY     - Date     Condition        Report By
 RZ1236  HISTORY     - 1948     MONUMENTED       USGS
 RZ1236  HISTORY     - 1963     GOOD             NGS
 RZ1236  HISTORY     - 1983     GOOD             NGS
 RZ1236
 RZ1236                          STATION DESCRIPTION
 RZ1236
 RZ1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RZ1236'1.4 MI NE FROM DODGE.
 RZ1236'1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 295 FROM THE JUNCTION OF U.S.
 RZ1236'HIGHWAYS 295 AND 410 AT DODGE AND ACROSS THE HIGHWAY FROM HIGHWAY
 RZ1236'STOCKPILE NO. 5464.  IT IS 70 FEET NORTHWEST OF THE CENTER OF U.S.
 RZ1236'HIGHWAY 295, 8 FEET NORTHEAST OF TELEPHONE POLE NO. 1036, 1 1/2 FEET
 RZ1236'SOUTHEAST OF THE FENCE 0.5 FOOT SOUTH OF A METAL WITNESS POST AND
 RZ1236'ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE MONUMENT PROJECTS 3
 RZ1236'INCHES.
 RZ1236
 RZ1236                          STATION RECOVERY (1983)
 RZ1236
 RZ1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RZ1236'2.25 KM (1.4 MI) NORTHEAST ALONG STATE HIGHWAY 127 FROM THE JUNCTION
 RZ1236'OF U.S. HIGHWAY 12 AT DODGE TO A DEPARTMENT OF TRANSPORTATION GRAVEL
 RZ1236'STOCK PILE ON THE RIGHT AND THE MARK ON THE LEFT, 21.3 M (7 FT)
 RZ1236'NORTHEAST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1102 ***********************************************************************
 TP1102  DESIGNATION -  13 MILE
 TP1102  PID         -  TP1102
 TP1102  STATE/COUNTY-  WA/FERRY
 TP1102  USGS QUAD   -  BEAR MOUNTAIN (1992)
 TP1102
 TP1102                         *CURRENT SURVEY CONTROL
 TP1102  ___________________________________________________________________
 TP1102* NAD 83(1991)-  48 30 31.44281(N)    118 38 32.69460(W)     ADJUSTED  
 TP1102* NAVD 88     -      1490.     (meters)    4888.     (feet)  SCALED    
 TP1102  ___________________________________________________________________
 TP1102  LAPLACE CORR-          10.88  (seconds)                    DEFLEC99
 TP1102  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 TP1102
 TP1102  HORZ ORDER  -  FIRST
 TP1102
 TP1102.The horizontal coordinates were established by classical geodetic methods
 TP1102.and adjusted by the National Geodetic Survey in December 1991..
 TP1102
 TP1102.The orthometric height was scaled from a topographic map.
 TP1102
 TP1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1102
 TP1102.The geoid height was determined by GEOID03.
 TP1102
 TP1102;                    North         East     Units Scale Factor Converg.
 TP1102;SPC WA N     -   170,052.028   661,856.676   MT  0.99996551   +1 37 52.3
 TP1102;SPC WA N     -   557,912.36  2,171,441.44   sFT  0.99996551   +1 37 52.3
 TP1102;UTM  11      - 5,374,148.933   378,694.608   MT  0.99978079   -1 13 49.5
 TP1102
 TP1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1102!SPC WA N     -   0.99976921  x   0.99996551  =   0.99973473
 TP1102!UTM  11      -   0.99976921  x   0.99978079  =   0.99955005
 TP1102
 TP1102:                Primary Azimuth Mark                     Grid Az
 TP1102:SPC WA N     -  COLUMBIA LOOKOUT TOWER USBR              041 55 42.1
 TP1102:UTM  11      -  COLUMBIA LOOKOUT TOWER USBR              044 47 23.9
 TP1102
 TP1102|---------------------------------------------------------------------|
 TP1102| PID    Reference Object                     Distance      Geod. Az  |
 TP1102|                                                           dddmmss.s |
 TP1102| TP0967 COLUMBIA LOOKOUT TOWER USBR         APPROX.17.2 KM 0433334.4 |
 TP1102| CF1830 13 MILE AZ MK                                      0543852.5 |
 TP1102| CF1831 13 MILE RM 1                          5.580 METERS 09232     |
 TP1102| TP1103 13 MILE LOOKOUT HOUSE 1936            4.050 METERS 11643     |
 TP1102| TP1070 CODY                                APPROX.18.7 KM 1843303.0 |
 TP1102| CF1832 13 MILE RM 2                          4.880 METERS 20107     |
 TP1102| TP1104 SHEEP MTN LOOKOUT TOWER             APPROX.13.6 KM 2863559.6 |
 TP1102| TP1117 MT ANNIE LOOKOUT TOWER              APPROX.34.8 KM 2992147.7 |
 TP1102| TP1106 FIR LOOKOUT TOWER                   APPROX.27.8 KM 3090323.8 |
 TP1102| TP1114 MT BONAPARTE LOOKOUT TOWER          APPROX.46.9 KM 3111253.5 |
 TP1102| TP1101 QUARTZ MTN LOOKOUT TOWER            APPROX. 7.1 KM 3431014.4 |
 TP1102|---------------------------------------------------------------------|
 TP1102
 TP1102                          SUPERSEDED SURVEY CONTROL
 TP1102
 TP1102  NAD 83(1986)-  48 30 31.45376(N)    118 38 32.69335(W) AD(       ) 1
 TP1102  NAD 27      -  48 30 31.87100(N)    118 38 28.60700(W) AD(       ) 1
 TP1102
 TP1102.Superseded values are not recommended for survey control.
 TP1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1102.See file dsdata.txt to determine how the superseded data were derived.
 TP1102
 TP1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP7869574149(NAD 83)
 TP1102_MARKER: Z = SEE DESCRIPTION
 TP1102_SETTING: 0 = UNSPECIFIED SETTING
 TP1102
 TP1102  HISTORY     - Date     Condition        Report By
 TP1102  HISTORY     - 1936     MONUMENTED       CGS
 TP1102  HISTORY     - 1945     GOOD             USGS
 TP1102
 TP1102                          STATION DESCRIPTION
 TP1102
 TP1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 TP1102'STATION IS ABOUT 6-1/2 MILES NE OF WEST FORK (AIR LINE) AND ABOUT
 TP1102'10 MILES SE OF REPUBLIC, (AIR LINE) LOCATED ON A BARREN GRASSY TOP,
 TP1102'LOCALLY KNOWN AS THIRTEEN MILE MOUNTAIN, IN THE SE BOUNDARY OF THE
 TP1102'COLEVILLE NATIONAL FOREST, R 33 E, T 35 N, STATION IS 4.05 METERS
 TP1102'E FROM CENTER OF LOOKOUT HOUSE.
 TP1102'
 TP1102'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 TP1102'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCKS.
 TP1102'
 TP1102'COPPER L.O. (AZIMUTH OBJECT) IS ABOUT 16 MILES NNE.  A HIGH BARE
 TP1102'MOUNTAIN WITH HOUSE ON GROUND AND A SMALL CUPOLA ON TOP.
 TP1102'
 TP1102'COLUMBIA L.O. (AZIMUTH OBJECT) IS ABOUT 11 MILES NNE.  A HIGH
 TP1102'BARE MOUNTAIN WITH A SMALL WOOD TOWER.
 TP1102'
 TP1102'AZIMUTH MARK (C. AND G.S.) IS ABOUT 200 YARDS NE OF STATION ON A
 TP1102'LOWER ROCKY RIDGE.
 TP1102'
 TP1102'STATION REACHED FROM REPUBLIC AS FOLLOWS--GO S ON STATE HIGHWAY
 TP1102'4 FOR 6.3 MILES.  TURN LEFT AS PER SIGN 13 MILE LOOKOUT 13 MILES
 TP1102'AND GO 3.3 MILES.  TAKE RIGHT FORK AND GO 1.9 MILES (QUARTZ
 TP1102'MOUNTAIN LOOKOUT ROAD).  KEEP RIGHT FORK AS PER SIGN 13 MILE
 TP1102'LOOKOUT 8 MILES FOR 8.3 MILES TO END OF ROAD, LOOKOUT AND STATION.
 TP1102'GO UP RIDGE (W) FOR 1/4 MILE TO STATION.  A 15-MINUTE PACK.
 TP1102
 TP1102                          STATION RECOVERY (1945)
 TP1102
 TP1102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 TP1102'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 TP1102'
 TP1102'TO REACH FROM REPUBLIC POST OFFICE, DRIVE 6.0 MI S. ON STATE HWY.
 TP1102'4.  TURN LEFT AT SIGN 13 MILE MTN 5.1 MI TO RD. FORK AND SIGN
 TP1102'13 MILE LO, 8 MILES.  TAKE RIGHT FORK 7.9 MI TO END OF RD.  WALK
 TP1102'UP TRAIL SW. ABOUT 0.25 MI TO LO AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1103 ***********************************************************************
 TP1103  DESIGNATION -  13 MILE LOOKOUT HOUSE 1936
 TP1103  PID         -  TP1103
 TP1103  STATE/COUNTY-  WA/FERRY
 TP1103  USGS QUAD   -  BEAR MOUNTAIN (1992)
 TP1103
 TP1103                         *CURRENT SURVEY CONTROL
 TP1103  ___________________________________________________________________
 TP1103* NAD 83(1991)-  48 30 31.38386(N)    118 38 32.51835(W)     ADJUSTED  
 TP1103* NAVD 88     -      1490.     (meters)    4888.     (feet)  SCALED    
 TP1103  ___________________________________________________________________
 TP1103  LAPLACE CORR-          10.88  (seconds)                    DEFLEC99
 TP1103  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 TP1103
 TP1103  HORZ ORDER  -  THIRD
 TP1103
 TP1103.The horizontal coordinates were established by classical geodetic methods
 TP1103.and adjusted by the National Geodetic Survey in December 1991..
 TP1103
 TP1103.The orthometric height was scaled from a topographic map.
 TP1103
 TP1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1103
 TP1103.The geoid height was determined by GEOID03.
 TP1103
 TP1103;                    North         East     Units Scale Factor Converg.
 TP1103;SPC WA N     -   170,050.311   661,860.343   MT  0.99996550   +1 37 52.4
 TP1103;SPC WA N     -   557,906.73  2,171,453.48   sFT  0.99996550   +1 37 52.4
 TP1103;UTM  11      - 5,374,147.036   378,698.185   MT  0.99978078   -1 13 49.3
 TP1103
 TP1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1103!SPC WA N     -   0.99976921  x   0.99996550  =   0.99973472
 TP1103!UTM  11      -   0.99976921  x   0.99978078  =   0.99955004
 TP1103
 TP1103                          SUPERSEDED SURVEY CONTROL
 TP1103
 TP1103  NAD 83(1986)-  48 30 31.39481(N)    118 38 32.51710(W) AD(       ) 4
 TP1103  NAD 27      -  48 30 31.81200(N)    118 38 28.43100(W) AD(       ) 3
 TP1103
 TP1103.Superseded values are not recommended for survey control.
 TP1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1103.See file dsdata.txt to determine how the superseded data were derived.
 TP1103
 TP1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP7869874147(NAD 83)
 TP1103
 TP1103  HISTORY     - Date     Condition        Report By
 TP1103  HISTORY     - 1936     MONUMENTED       CGS
 TP1103
 TP1103                          STATION DESCRIPTION
 TP1103
 TP1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 TP1103'SEE STATION 13 MILE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1360 ***********************************************************************
 TR1360  DESIGNATION -  13 PLUS USN 1952
 TR1360  PID         -  TR1360
 TR1360  STATE/COUNTY-  WA/ISLAND
 TR1360  USGS QUAD   -  OAK HARBOR (1973)
 TR1360
 TR1360                         *CURRENT SURVEY CONTROL
 TR1360  ___________________________________________________________________
 TR1360* NAD 83(1991)-  48 19 46.05188(N)    122 40 09.70542(W)     ADJUSTED  
 TR1360* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 TR1360  ___________________________________________________________________
 TR1360  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 TR1360  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR1360
 TR1360  HORZ ORDER  -  THIRD
 TR1360
 TR1360.The horizontal coordinates were established by classical geodetic methods
 TR1360.and adjusted by the National Geodetic Survey in December 1991..
 TR1360
 TR1360.The orthometric height was scaled from a topographic map.
 TR1360
 TR1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1360
 TR1360.The geoid height was determined by GEOID03.
 TR1360
 TR1360;                    North         East     Units Scale Factor Converg.
 TR1360;SPC WA N     -   149,437.464   363,880.159   MT  0.99994906   -1 22 01.1
 TR1360;SPC WA N     -   490,279.41  1,193,830.15   sFT  0.99994906   -1 22 01.1
 TR1360;UTM  10      - 5,352,972.082   524,506.601   MT  0.99960738   +0 14 49.1
 TR1360
 TR1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1360!SPC WA N     -   1.00000095  x   0.99994906  =   0.99995001
 TR1360!UTM  10      -   1.00000095  x   0.99960738  =   0.99960833
 TR1360
 TR1360:                Primary Azimuth Mark                     Grid Az
 TR1360:SPC WA N     -  SHOP                                     339 26 54.6
 TR1360:UTM  10      -  SHOP                                     337 50 04.4
 TR1360
 TR1360|---------------------------------------------------------------------|
 TR1360| PID    Reference Object                     Distance      Geod. Az  |
 TR1360|                                                           dddmmss.s |
 TR1360| TR0409 SHOP                                APPROX. 1.0 KM 3380453.5 |
 TR1360|---------------------------------------------------------------------|
 TR1360
 TR1360                          SUPERSEDED SURVEY CONTROL
 TR1360
 TR1360  NAD 83(1986)-  48 19 46.05394(N)    122 40 09.70886(W) AD(       ) 3
 TR1360  NAD 27      -  48 19 46.69000(N)    122 40 05.08000(W) AD(       ) 3
 TR1360
 TR1360.Superseded values are not recommended for survey control.
 TR1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1360.See file dsdata.txt to determine how the superseded data were derived.
 TR1360
 TR1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2450752972(NAD 83)
 TR1360
 TR1360  HISTORY     - Date     Condition        Report By
 TR1360  HISTORY     - 1952     MONUMENTED       USN
 TR1360  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1360
 TR1360                          STATION DESCRIPTION
 TR1360
 TR1360'DESCRIBED BY US NAVY 1952 (SBG)
 TR1360'THE STATION IS IN THE CENTERLINE OF LANGLEY BLVD. 0.25 MILE NORTH
 TR1360'OF T JUNCTION OF CLOVER VALLEY ROAD AND LANGLEY BLVD. 12 FT. NORTH
 TR1360'OF CENTERLINE OF T JUNCTION WITH ROAD LEADING WEST TO NEW CLOVER
 TR1360'VALLEY SCHOOL, 20 FT. EAST OF PRIVATE PROPERTY FENCE CORNER AND
 TR1360'IN LINE WITH EAST AND WEST LINE OF FENCE.
 TR1360'
 TR1360'THE MARK IS A BRASS NAVY HUB, NOT STAMPED, ABOUT 2 INCHES IN
 TR1360'DIAMETER, WITH PUNCH MARK IN CENTER, SET IN HOLE FLUSH WITH
 TR1360'CONCRETE PAVEMENT.
 TR1360
 TR1360                          STATION RECOVERY (1960)
 TR1360
 TR1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1360'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 TR1360'THAT THE ROAD HAS BEEN PAVED AND THE MARK IS NOW 2 INCHES BELOW
 TR1360'THE SURFACE OF THE ROAD AND IS ENCLOSED IN A 2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1741 ***********************************************************************
 SA1741  DESIGNATION -  13 TR
 SA1741  PID         -  SA1741
 SA1741  STATE/COUNTY-  WA/YAKIMA
 SA1741  USGS QUAD   -  CAIRN HOPE PEAK (1978)
 SA1741
 SA1741                         *CURRENT SURVEY CONTROL
 SA1741  ___________________________________________________________________
 SA1741* NAD 83(1986)-  46 31 20.     (N)    119 57 29.     (W)     SCALED    
 SA1741* NAVD 88     -       452.572  (meters)    1484.81   (feet)  ADJUSTED  
 SA1741  ___________________________________________________________________
 SA1741  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 SA1741  DYNAMIC HT  -         452.575 (meters)    1484.82  (feet)  COMP
 SA1741  MODELED GRAV-     980,607.3   (mgal)                       NAVD 88
 SA1741
 SA1741  VERT ORDER  -  SECOND    CLASS 0
 SA1741
 SA1741.The horizontal coordinates were scaled from a topographic map and have
 SA1741.an estimated accuracy of +/- 6 seconds.
 SA1741
 SA1741.The orthometric height was determined by differential leveling
 SA1741.and adjusted by the National Geodetic Survey in June 1991..
 SA1741
 SA1741.The geoid height was determined by GEOID03.
 SA1741
 SA1741.The dynamic height is computed by dividing the NAVD 88
 SA1741.geopotential number by the normal gravity value computed on the
 SA1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1741.degrees latitude (g = 980.6199 gals.).
 SA1741
 SA1741.The modeled gravity was interpolated from observed gravity values.
 SA1741
 SA1741;                    North         East    Units  Estimated Accuracy
 SA1741;SPC WA S     -   132,290.      541,580.      MT  (+/- 180 meters Scaled)
 SA1741
 SA1741                          SUPERSEDED SURVEY CONTROL
 SA1741
 SA1741  NGVD 29 (??/??/92)  451.494  (m)         1481.28   (f) ADJ UNCH    2 0
 SA1741
 SA1741.Superseded values are not recommended for survey control.
 SA1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1741.See file dsdata.txt to determine how the superseded data were derived.
 SA1741
 SA1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM731563(NAD 83)
 SA1741_MARKER: DD = SURVEY DISK
 SA1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1741_STAMPING: 13 TR 1482 1936
 SA1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1741+STABILITY: SURFACE MOTION
 SA1741
 SA1741  HISTORY     - Date     Condition        Report By
 SA1741  HISTORY     - 1936     MONUMENTED       USGS
 SA1741  HISTORY     - 1949     GOOD             NGS
 SA1741
 SA1741                          STATION DESCRIPTION
 SA1741
 SA1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1741'7.9 MI NW FROM E ROBERT RANCH.
 SA1741'1.5 MILES WEST ALONG A RANCH ROAD FROM THE E. ROBERT RANCH (FORMER
 SA1741'WAUTOMA POST OFFICE), THENCE 2.4 MILES NORTH ALONG THE
 SA1741'SUNNYSIDE-HANFORD HIGHWAY, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY
 SA1741'11-A, 71 1/2 FEET SOUTH OF A TELEPHONE POLE, 55 FEET EAST OF THE
 SA1741'CENTER OF THE INTERSECTION OF A TRACK ROAD LEADING NORTH, 34.0 FEET
 SA1741'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET NORTHWEST OF A
 SA1741'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SA1741'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1365 ***********************************************************************
 SY1365  DESIGNATION -  13 USGS
 SY1365  PID         -  SY1365
 SY1365  STATE/COUNTY-  WA/MASON
 SY1365  USGS QUAD   -  SHELTON (1981)
 SY1365
 SY1365                         *CURRENT SURVEY CONTROL
 SY1365  ___________________________________________________________________
 SY1365* NAD 83(1986)-  47 14 50.     (N)    123 02 43.     (W)     SCALED    
 SY1365* NAVD 88     -        11.855  (meters)      38.89   (feet)  POSTED    
 SY1365  ___________________________________________________________________
 SY1365  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SY1365  DYNAMIC HT  -          11.860 (meters)      38.91  (feet)  COMP
 SY1365  MODELED GRAV-     980,801.6   (mgal)                       NAVD 88
 SY1365
 SY1365  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1365
 SY1365.The horizontal coordinates were scaled from a topographic map and have
 SY1365.an estimated accuracy of +/- 6 seconds.
 SY1365
 SY1365.The orthometric height was determined by differential leveling
 SY1365.and adjusted by the National Geodetic Survey in 1992..
 SY1365.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1365.rate of 0.0 thru 1.0 mm/km.
 SY1365
 SY1365.The geoid height was determined by GEOID03.
 SY1365
 SY1365.The dynamic height is computed by dividing the NAVD 88
 SY1365.geopotential number by the normal gravity value computed on the
 SY1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1365.degrees latitude (g = 980.6199 gals.).
 SY1365
 SY1365.The modeled gravity was interpolated from observed gravity values.
 SY1365
 SY1365;                    North         East    Units  Estimated Accuracy
 SY1365;SPC WA S     -   215,850.      307,350.      MT  (+/- 180 meters Scaled)
 SY1365
 SY1365                          SUPERSEDED SURVEY CONTROL
 SY1365
 SY1365  NGVD 29 (??/??/??)   10.795  (m)           35.42   (f) ADJUSTED    1 2
 SY1365
 SY1365.Superseded values are not recommended for survey control.
 SY1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1365.See file dsdata.txt to determine how the superseded data were derived.
 SY1365
 SY1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT965326(NAD 83)
 SY1365_MARKER: DD = SURVEY DISK
 SY1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1365_STAMPING: USGS 13
 SY1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1365+STABILITY: SURFACE MOTION
 SY1365
 SY1365  HISTORY     - Date     Condition        Report By
 SY1365  HISTORY     - UNK      MONUMENTED       USGS
 SY1365  HISTORY     - 1958     GOOD             CGS
 SY1365  HISTORY     - 1981     MARK NOT FOUND   NGS
 SY1365  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1365
 SY1365                          STATION DESCRIPTION
 SY1365
 SY1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SY1365'4.1 MI NE FROM SHELTON.
 SY1365'4.1 MILES NORTHEAST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY1365'SHELTON, MASON COUNTY, 147 FEET NORTHEAST OF THE NORTH END OF THE EAST
 SY1365'RAILING OF A BRIDGE OVER JOHNS CREEK, AT THE ENTRANCE TO THE BAYSHORE
 SY1365'GOLF COURSE, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.6
 SY1365'FEET NORTHWEST OF THE CENTER OF A TREE, AND AT THE CENTER OF A SMALL
 SY1365'GRASS ISLAND.  NOTE-- THE MARK IS ALSO 185 FEET NORTHEAST OF THE
 SY1365'CENTERLINE OF THE BRIDGE, AND 176 FEET WEST OF THE EDGE OF THE GRASS
 SY1365'AT THE POINT OF TREE GROWTH.
 SY1365
 SY1365                          STATION RECOVERY (1981)
 SY1365
 SY1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SY1365'MARK NOT FOUND.
 SY1365
 SY1365                          STATION RECOVERY (1988)
 SY1365
 SY1365'RECOVERY NOTE BY US POWER SQUADRON 1988 (EBO)
 SY1365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0464 ***********************************************************************
 SY0464  DESIGNATION -  13 WAHC
 SY0464  PID         -  SY0464
 SY0464  STATE/COUNTY-  WA/KING
 SY0464  USGS QUAD   -  POVERTY BAY (1994)
 SY0464
 SY0464                         *CURRENT SURVEY CONTROL
 SY0464  ___________________________________________________________________
 SY0464* NAD 83(1991)-  47 32 48.81150(N)    122 18 33.32410(W)     ADJUSTED  
 SY0464* NAVD 88     -        19.086  (meters)      62.62   (feet)  ADJUSTED  
 SY0464  ___________________________________________________________________
 SY0464  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 SY0464  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SY0464  DYNAMIC HT  -          19.088 (meters)      62.62  (feet)  COMP
 SY0464  MODELED GRAV-     980,734.2   (mgal)                       NAVD 88
 SY0464
 SY0464  HORZ ORDER  -  SECOND
 SY0464  VERT ORDER  -  SECOND    CLASS 0
 SY0464
 SY0464.The horizontal coordinates were established by classical geodetic methods
 SY0464.and adjusted by the National Geodetic Survey in December 1991..
 SY0464
 SY0464.The orthometric height was determined by differential leveling
 SY0464.and adjusted by the National Geodetic Survey in June 1991..
 SY0464
 SY0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0464
 SY0464.The geoid height was determined by GEOID03.
 SY0464
 SY0464.The dynamic height is computed by dividing the NAVD 88
 SY0464.geopotential number by the normal gravity value computed on the
 SY0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0464.degrees latitude (g = 980.6199 gals.).
 SY0464
 SY0464.The modeled gravity was interpolated from observed gravity values.
 SY0464
 SY0464;                    North         East     Units Scale Factor Converg.
 SY0464;SPC WA N     -    61,869.986   388,905.467   MT  0.99999158   -1 05 55.9
 SY0464;SPC WA N     -   202,985.11  1,275,934.02   sFT  0.99999158   -1 05 55.9
 SY0464;UTM  10      - 5,266,172.328   551,975.799   MT  0.99963320   +0 30 34.8
 SY0464
 SY0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0464!SPC WA N     -   1.00000068  x   0.99999158  =   0.99999226
 SY0464!UTM  10      -   1.00000068  x   0.99963320  =   0.99963388
 SY0464
 SY0464:                Primary Azimuth Mark                     Grid Az
 SY0464:SPC WA N     -  VET                                      003 49 23.1
 SY0464:UTM  10      -  VET                                      002 12 52.4
 SY0464
 SY0464|---------------------------------------------------------------------|
 SY0464| PID    Reference Object                     Distance      Geod. Az  |
 SY0464|                                                           dddmmss.s |
 SY0464| SY4484 VET                                 APPROX. 1.8 KM 0024327.2 |
 SY0464|---------------------------------------------------------------------|
 SY0464
 SY0464                          SUPERSEDED SURVEY CONTROL
 SY0464
 SY0464  NAD 83(1986)-  47 32 48.80535(N)    122 18 33.33108(W) AD(       ) 2
 SY0464  NAD 27      -  47 32 49.45070(N)    122 18 28.88410(W) AD(       ) 2
 SY0464  NGVD 29 (??/??/??)   17.981  (m)           58.99   (f) ADJUSTED    2 0
 SY0464
 SY0464.Superseded values are not recommended for survey control.
 SY0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0464.See file dsdata.txt to determine how the superseded data were derived.
 SY0464
 SY0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5197666172(NAD 83)
 SY0464_MARKER: Z = SEE DESCRIPTION
 SY0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0464+STABILITY: SURFACE MOTION
 SY0464
 SY0464  HISTORY     - Date     Condition        Report By
 SY0464  HISTORY     - 1957     MONUMENTED       WAHC
 SY0464  HISTORY     - 1958     GOOD             CGS
 SY0464  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0464  HISTORY     - 20060727 MARK NOT FOUND   USPSQD
 SY0464
 SY0464                          STATION DESCRIPTION
 SY0464
 SY0464'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0464'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF SEATTLE,
 SY0464'ABOUT 1/2 MILE NORTH OF THE NORTHEAST CORNER OF BOEING FIELD.  IT
 SY0464'IS IN THE APPROXIMATE CENTER OF A TRIANGULAR PLOT OF IDLE GROUND
 SY0464'JUST SOUTH OF GRAHAM STREET AND EAST OF SWIFT AVENUE.
 SY0464'
 SY0464'THE STATION IS A STEEL PIN CEMENTED IN THE TOP OF A 5 INCH
 SY0464'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 SY0464'OF THE GROUND.  IT IS 24 FEET EAST OF A LONE POWER LINE POLE,
 SY0464'NUMBER R. P. 23 DEG.
 SY0464
 SY0464                          STATION RECOVERY (1958)
 SY0464
 SY0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0464'IN SEATTLE.
 SY0464'AT SEATTLE, KING COUNTY, IN THE SOUTH CENTRAL SECTION, ABOUT 1/2 MILE
 SY0464'NORTH OF THE NORTHEAST CORNER OF BOEING FIELD, IN THE APPROXIMATE
 SY0464'CENTER OF A TRIANGULAR PLOT OF IDLE GROUND JUST SOUTH OF GRAHAM STREET
 SY0464'AND EAST OF SWIFT AVENUE, AND 24 FEET EAST OF A LONE POWER POLE NUMBER
 SY0464'R.P. 23.  A STEEL PIN CEMENTED IN THE TOP OF A 5-INCH CYLINDRICAL
 SY0464'CONCRETE MONUMENT FLUSH WITH THE GROUND.  NOTE-- THE MARK IS IN A
 SY0464'BLACKBERRY PATCH ABOUT 135 FEET EAST OF THE CENTER OF SWIFT ST. S.
 SY0464'WHEN STANDING ON THE MARK, THE SOUTH SIDE OF GUY POLE NO. R.P. 23
 SY0464'LINES UP WITH A POWER POLE WITH A TRANSFORMER, ON THE WEST SIDE OF
 SY0464'SWIFT ST.
 SY0464
 SY0464                          STATION RECOVERY (1962)
 SY0464
 SY0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0464'THE MARK WAS RECOVERED AS DESCRIBED, EXCEPT THAT POLE NO. R.P. 23
 SY0464'IS A GUY POLE FOR THE POWER LINE.  THE FOLLOWING ADDITIONAL
 SY0464'INFORMATION WILL BE HELPFUL IN RECOVERING THE STATION.  THE MARK IS
 SY0464'IN A BLACKBERRY PATCH ABOUT 135 FEET EAST OF THE CENTER OF SWIFT
 SY0464'ST. S.  WHEN STANDING ON THE MARK, THE SOUTH SIDE OF GUY POLE
 SY0464'NO. R.P. 23 LINES UP WITH A POWER POLE WITH A TRANSFORMER, ON
 SY0464'THE WEST SIDE OF SWIFT ST.
 SY0464
 SY0464                          STATION RECOVERY (2006)
 SY0464
 SY0464'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1087 ***********************************************************************
 RC1087  DESIGNATION -  13 WF
 RC1087  PID         -  RC1087
 RC1087  STATE/COUNTY-  WA/KLICKITAT
 RC1087  USGS QUAD   -  QUIGLEY BUTTE (1983)
 RC1087
 RC1087                         *CURRENT SURVEY CONTROL
 RC1087  ___________________________________________________________________
 RC1087* NAD 83(1986)-  45 56 30.     (N)    121 29 34.     (W)     SCALED    
 RC1087* NAVD 88     -       459.111  (meters)    1506.27   (feet)  ADJUSTED  
 RC1087  ___________________________________________________________________
 RC1087  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 RC1087  DYNAMIC HT  -         459.082 (meters)    1506.17  (feet)  COMP
 RC1087  MODELED GRAV-     980,539.7   (mgal)                       NAVD 88
 RC1087
 RC1087  VERT ORDER  -  SECOND    CLASS 0
 RC1087
 RC1087.The horizontal coordinates were scaled from a topographic map and have
 RC1087.an estimated accuracy of +/- 6 seconds.
 RC1087
 RC1087.The orthometric height was determined by differential leveling
 RC1087.and adjusted by the National Geodetic Survey in June 1991..
 RC1087
 RC1087.The geoid height was determined by GEOID03.
 RC1087
 RC1087.The dynamic height is computed by dividing the NAVD 88
 RC1087.geopotential number by the normal gravity value computed on the
 RC1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1087.degrees latitude (g = 980.6199 gals.).
 RC1087
 RC1087.The modeled gravity was interpolated from observed gravity values.
 RC1087
 RC1087;                    North         East    Units  Estimated Accuracy
 RC1087;SPC WA S     -    68,100.      423,020.      MT  (+/- 180 meters Scaled)
 RC1087
 RC1087                          SUPERSEDED SURVEY CONTROL
 RC1087
 RC1087  NGVD 29 (??/??/92)  458.064  (m)         1502.83   (f) ADJ UNCH    2 0
 RC1087
 RC1087.Superseded values are not recommended for survey control.
 RC1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1087.See file dsdata.txt to determine how the superseded data were derived.
 RC1087
 RC1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR168886(NAD 83)
 RC1087_MARKER: DD = SURVEY DISK
 RC1087_SETTING: 66 = SET IN ROCK OUTCROP
 RC1087_SP_SET: ROCK OUTCROP
 RC1087_STAMPING: 13 WF 1955 1503
 RC1087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1087+STABILITY: POSITION/ELEVATION WELL
 RC1087
 RC1087  HISTORY     - Date     Condition        Report By
 RC1087  HISTORY     - 1955     MONUMENTED       USGS
 RC1087  HISTORY     - 1968     GOOD             NGS
 RC1087
 RC1087                          STATION DESCRIPTION
 RC1087
 RC1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1087'5.25 MI SE FROM TROUT LAKE.
 RC1087'MARK IS NEAR THE NORTH SIDE OF SEC 12, T 5 N, R 10 E.  5.25 MILES
 RC1087'SOUTHEAST ALONG STATE HIGHWAY 141 FROM THE MOUNT ADAMS RANGER STATION
 RC1087'IN TROUT LAKE.  35 YARDS SOUTH OF A GRAVEL ROAD GOING EAST.  48 FEET
 RC1087'WEST OF THE INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND A ROAD
 RC1087'GOING SOUTHWEST.  A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN A
 RC1087'LAVA OUTCROP WHICH PROJECTS ABOUT 6 INCHES AND IS THREE FEET LOWER
 RC1087'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1628 ***********************************************************************
 SW1628  DESIGNATION -  13 WKP
 SW1628  PID         -  SW1628
 SW1628  STATE/COUNTY-  WA/DOUGLAS
 SW1628  USGS QUAD   -  PALISADES (1966)
 SW1628
 SW1628                         *CURRENT SURVEY CONTROL
 SW1628  ___________________________________________________________________
 SW1628* NAD 83(1998)-  47 24 39.48555(N)    119 55 13.26977(W)     ADJUSTED  
 SW1628* NAVD 88     -       308.1    (meters)    1011.     (feet)  GPS OBS   
 SW1628  ___________________________________________________________________
 SW1628  X           -  -2,156,970.104 (meters)                     COMP
 SW1628  Y           -  -3,748,004.446 (meters)                     COMP
 SW1628  Z           -   4,673,016.990 (meters)                     COMP
 SW1628  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 SW1628  ELLIP HEIGHT-         288.31  (meters)          (07/05/01) GPS OBS
 SW1628  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 SW1628
 SW1628  HORZ ORDER  -  FIRST
 SW1628  ELLP ORDER  -  FOURTH    CLASS II
 SW1628
 SW1628.The horizontal coordinates were established by GPS observations
 SW1628.and adjusted by the National Geodetic Survey in July 2001..
 SW1628.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1628.DATUM ITEM on the data sheet items page.
 SW1628
 SW1628.The orthometric height was determined by GPS observations and a
 SW1628.high-resolution geoid model.
 SW1628
 SW1628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1628
 SW1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1628
 SW1628.The ellipsoidal height was determined by GPS observations
 SW1628.and is referenced to NAD 83.
 SW1628
 SW1628.The geoid height was determined by GEOID03.
 SW1628
 SW1628;                    North         East     Units Scale Factor Converg.
 SW1628;SPC WA N     -    46,101.251   568,903.033   MT  1.00001780   +0 40 47.0
 SW1628;SPC WA N     -   151,250.52  1,866,476.03   sFT  1.00001780   +0 40 47.0
 SW1628;UTM  11      - 5,254,970.400   279,694.582   MT  1.00019649   -2 09 03.2
 SW1628;UTM  10      - 5,255,434.025   732,321.332   MT  1.00026334   +2 16 06.0
 SW1628
 SW1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1628!SPC WA N     -   0.99995481  x   1.00001780  =   0.99997261
 SW1628!UTM  11      -   0.99995481  x   1.00019649  =   1.00015129
 SW1628!UTM  10      -   0.99995481  x   1.00026334  =   1.00021814
 SW1628
 SW1628                          SUPERSEDED SURVEY CONTROL
 SW1628
 SW1628  NAD 83(1991)-  47 24 39.48432(N)    119 55 13.27016(W) AD(       ) 1
 SW1628  ELLIP H (01/21/94)  288.43   (m)                       GP(       ) 4 1
 SW1628
 SW1628.Superseded values are not recommended for survey control.
 SW1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1628.See file dsdata.txt to determine how the superseded data were derived.
 SW1628
 SW1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN7969554970(NAD 83)
 SW1628_MARKER: DB = BENCH MARK DISK
 SW1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1628_SP_SET: CONCRETE POST
 SW1628_STAMPING: 13 WKP 1965 1007 30 EN BN
 SW1628_MARK LOGO: USGS  
 SW1628_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1628+STABILITY: POSITION/ELEVATION WELL
 SW1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1628+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1993
 SW1628
 SW1628  HISTORY     - Date     Condition        Report By
 SW1628  HISTORY     - 1965     MONUMENTED       USGS
 SW1628  HISTORY     - 19930503 GOOD             DCPW
 SW1628
 SW1628                          STATION DESCRIPTION
 SW1628
 SW1628'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1628'THE STATION IS APPROXIMATELY 1 MI (1.6 KM) SW OF PALISADES, WA, 10.5
 SW1628'MI (16.9 KM) NE OF ROCK ISLAND, WA, AND 13.5 MI (21.7 KM) NNE OF
 SW1628'TRINIDAD, WA, IN THE SE 1/4 OF SECTION 10, T22N, R23E, DOUGLAS
 SW1628'COUNTY, WA.
 SW1628'TO REACH STATION FROM THE POST OFFICE IN PALISADES, WA, DRIVE SW ALONG
 SW1628'THE PALISADE ROAD 0.60 MI (0.97 KM) TO THE STATION 32 FT (9.8 M) WEST
 SW1628'OF CENTERLINE, 2.9 FT (0.9 M) EAST OF A BARBED WIRE AND STEEL POST
 SW1628'FENCE CORNER, AND 2.0 FT (0.6 M) EAST OF A STEEL POST WITH A WITNESS
 SW1628'SIGN. STATION IS ALSO 10.73 MI (17.27 KM) NE ALONG THE PALISADES ROAD
 SW1628'FROM THE INTERSECTION OF HIGHWAY 28.
 SW1628'THE STATION IS A 3.5 INCH USGS ALUMINUM CAP STAMPED -13 WKP 1965 1007
 SW1628'30 EN BN- SET IN THE TOP OF A 0.7 FT (0.2 M) BY 0.7 FT (0.2 M) SQUARE
 SW1628'CONCRETE POST, PROJECTING 0.2 FT (0.1 M) ABOVE THE SURROUNDING DIRT
 SW1628'SURFACE.
 SW1628'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1628'DESCRIBED BY KEVIN TAYLOR AND SCOTT HANSEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0165 ***********************************************************************
 SD0165  DESIGNATION -  13+00 USE
 SD0165  PID         -  SD0165
 SD0165  STATE/COUNTY-  WA/CLALLAM
 SD0165  USGS QUAD   -  LA PUSH (1982)
 SD0165
 SD0165                         *CURRENT SURVEY CONTROL
 SD0165  ___________________________________________________________________
 SD0165* NAD 83(1986)-  47 54 35.     (N)    124 38 31.     (W)     SCALED    
 SD0165* NAVD 88     -         4.908  (meters)      16.10   (feet)  ADJUSTED  
 SD0165  ___________________________________________________________________
 SD0165  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SD0165  DYNAMIC HT  -           4.909 (meters)      16.11  (feet)  COMP
 SD0165  MODELED GRAV-     980,828.9   (mgal)                       NAVD 88
 SD0165
 SD0165  VERT ORDER  -  SECOND    CLASS I
 SD0165
 SD0165.The horizontal coordinates were scaled from a topographic map and have
 SD0165.an estimated accuracy of +/- 6 seconds.
 SD0165
 SD0165.The orthometric height was determined by differential leveling
 SD0165.and adjusted by the National Geodetic Survey in June 1991..
 SD0165
 SD0165.The geoid height was determined by GEOID03.
 SD0165
 SD0165.The dynamic height is computed by dividing the NAVD 88
 SD0165.geopotential number by the normal gravity value computed on the
 SD0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0165.degrees latitude (g = 980.6199 gals.).
 SD0165
 SD0165.The modeled gravity was interpolated from observed gravity values.
 SD0165
 SD0165;                    North         East    Units  Estimated Accuracy
 SD0165;SPC WA N     -   108,190.      215,420.      MT  (+/- 180 meters Scaled)
 SD0165
 SD0165                          SUPERSEDED SURVEY CONTROL
 SD0165
 SD0165  NGVD 29 (??/??/92)    3.813  (m)           12.51   (f) ADJ UNCH    2 1
 SD0165
 SD0165.Superseded values are not recommended for survey control.
 SD0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0165.See file dsdata.txt to determine how the superseded data were derived.
 SD0165
 SD0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU773075(NAD 83)
 SD0165_MARKER: N = NAIL
 SD0165_SETTING: 0 = UNSPECIFIED SETTING
 SD0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0165
 SD0165  HISTORY     - Date     Condition        Report By
 SD0165  HISTORY     - UNK      MONUMENTED       USE
 SD0165  HISTORY     - 1977     GOOD             NGS
 SD0165
 SD0165                          STATION DESCRIPTION
 SD0165
 SD0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0165'LA PUSH.
 SD0165'AT LAPUSH, ACROSS THE QUILLAUTE RIVER FROM THE U.S. COAST GUARD
 SD0165'STATION AND AT THE SOUTH END OF THE BREAKWATER. A NAIL IN A 5 FT
 SD0165'DIAMETER LOG PARTIALLY BURIED IN THE SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4287 ***********************************************************************
 RD4287  DESIGNATION -  13010
 RD4287  PID         -  RD4287
 RD4287  STATE/COUNTY-  WA/CLARK
 RD4287  USGS QUAD   -  ORCHARDS (1990)
 RD4287
 RD4287                         *CURRENT SURVEY CONTROL
 RD4287  ___________________________________________________________________
 RD4287* NAD 83(1986)-  45 42 58.     (N)    122 33 09.     (W)     SCALED    
 RD4287* NAVD 88     -        87.321  (meters)     286.49   (feet)  ADJUSTED  
 RD4287  ___________________________________________________________________
 RD4287  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RD4287  DYNAMIC HT  -          87.321 (meters)     286.49  (feet)  COMP
 RD4287  MODELED GRAV-     980,619.1   (mgal)                       NAVD 88
 RD4287
 RD4287  VERT ORDER  -  SECOND    CLASS II
 RD4287
 RD4287.The horizontal coordinates were scaled from a topographic map and have
 RD4287.an estimated accuracy of +/- 6 seconds.
 RD4287
 RD4287.The orthometric height was determined by differential leveling
 RD4287.and adjusted by the National Geodetic Survey in April 1995..
 RD4287
 RD4287.The geoid height was determined by GEOID03.
 RD4287
 RD4287.The dynamic height is computed by dividing the NAVD 88
 RD4287.geopotential number by the normal gravity value computed on the
 RD4287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4287.degrees latitude (g = 980.6199 gals.).
 RD4287
 RD4287.The modeled gravity was interpolated from observed gravity values.
 RD4287
 RD4287;                    North         East    Units  Estimated Accuracy
 RD4287;SPC WA S     -    44,630.      340,210.      MT  (+/- 180 meters Scaled)
 RD4287
 RD4287                          SUPERSEDED SURVEY CONTROL
 RD4287
 RD4287  NGVD 29 (03/17/92)   86.269  (m)          283.03   (f) ADJUSTED    2 2
 RD4287
 RD4287.Superseded values are not recommended for survey control.
 RD4287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4287.See file dsdata.txt to determine how the superseded data were derived.
 RD4287
 RD4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348626(NAD 83)
 RD4287_MARKER: DB = BENCH MARK DISK
 RD4287_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4287_SP_SET: TOP OF CURB
 RD4287_STAMPING: 13010  1990
 RD4287_MARK LOGO: WA-011
 RD4287_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4287+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 RD4287
 RD4287  HISTORY     - Date     Condition        Report By
 RD4287  HISTORY     - 1990     MONUMENTED       WA-011
 RD4287  HISTORY     - 20040419 GOOD             USPSQD
 RD4287  HISTORY     - 20050426 GOOD             USPSQD
 RD4287  HISTORY     - 20060523 GOOD             USPSQD
 RD4287
 RD4287                          STATION DESCRIPTION
 RD4287
 RD4287'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4287'IN TOP OF WEST CURB OF N.E. 117TH AVE (SR-503),3.3 MILES NORTH OF
 RD4287'INTERSECTION OF SR-500, FOURTH PLAIN ROAD, AND SR-503, IN FRONT OF
 RD4287'DUPLEX AT 13008 AND 13010 N.E. 117TH AVENUE, 37.5 FT (11.4 M) NORTH
 RD4287'OF PROJECTED SOUTH LINE OF DUPLEX, 62 FT (18.9 M) SOUTH OF POWER POLE
 RD4287'NO. PUD 13801SET 2 1/2 IN DIAM DOMED BRASS DISK
 RD4287
 RD4287                          STATION RECOVERY (2004)
 RD4287
 RD4287'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4287'RECOVERED IN GOOD CONDITION.
 RD4287
 RD4287                          STATION RECOVERY (2005)
 RD4287
 RD4287'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4287'RECOVERED IN GOOD CONDITION.
 RD4287
 RD4287                          STATION RECOVERY (2006)
 RD4287
 RD4287'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4248 ***********************************************************************
 RD4248  DESIGNATION -  13031
 RD4248  PID         -  RD4248
 RD4248  STATE/COUNTY-  WA/CLARK
 RD4248  USGS QUAD   -  MOUNT TABOR (1990)
 RD4248
 RD4248                         *CURRENT SURVEY CONTROL
 RD4248  ___________________________________________________________________
 RD4248* NAD 83(1986)-  45 37 09.     (N)    122 32 18.     (W)     SCALED    
 RD4248* NAVD 88     -        93.487  (meters)     306.72   (feet)  ADJUSTED  
 RD4248  ___________________________________________________________________
 RD4248  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD4248  DYNAMIC HT  -          93.487 (meters)     306.72  (feet)  COMP
 RD4248  MODELED GRAV-     980,613.8   (mgal)                       NAVD 88
 RD4248
 RD4248  VERT ORDER  -  SECOND    CLASS II
 RD4248
 RD4248.The horizontal coordinates were scaled from a topographic map and have
 RD4248.an estimated accuracy of +/- 6 seconds.
 RD4248
 RD4248.The orthometric height was determined by differential leveling
 RD4248.and adjusted by the National Geodetic Survey in April 1995..
 RD4248
 RD4248.The geoid height was determined by GEOID03.
 RD4248
 RD4248.The dynamic height is computed by dividing the NAVD 88
 RD4248.geopotential number by the normal gravity value computed on the
 RD4248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4248.degrees latitude (g = 980.6199 gals.).
 RD4248
 RD4248.The modeled gravity was interpolated from observed gravity values.
 RD4248
 RD4248;                    North         East    Units  Estimated Accuracy
 RD4248;SPC WA S     -    33,830.      341,030.      MT  (+/- 180 meters Scaled)
 RD4248
 RD4248                          SUPERSEDED SURVEY CONTROL
 RD4248
 RD4248  NGVD 29 (03/17/92)   92.439  (m)          303.28   (f) ADJUSTED    2 2
 RD4248
 RD4248.Superseded values are not recommended for survey control.
 RD4248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4248.See file dsdata.txt to determine how the superseded data were derived.
 RD4248
 RD4248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER359518(NAD 83)
 RD4248_MARKER: DB = BENCH MARK DISK
 RD4248_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4248_SP_SET: IN CONCRETE CURB
 RD4248_STAMPING: 13031  1989
 RD4248_MARK LOGO: WA-011
 RD4248_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4248+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 RD4248
 RD4248  HISTORY     - Date     Condition        Report By
 RD4248  HISTORY     - 1989     MONUMENTED       WA-011
 RD4248  HISTORY     - 20040311 GOOD             USPSQD
 RD4248  HISTORY     - 20050425 GOOD             USPSQD
 RD4248  HISTORY     - 20060519 GOOD             USPSQD
 RD4248
 RD4248                          STATION DESCRIPTION
 RD4248
 RD4248'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4248'ALONG SE MILL PLAIN BLVD, ON SOUTH SIDE OF ROAD, 1.28 KM (0.80 MI)
 RD4248'EAST OF INTERSECTION OF MILL PLAIN AND CHKALOV, APPROX. 180 FT. WEST
 RD4248'OF CURB RETURN AT SE 131ST AVENUE, 36.5 FT. NORTH OF NORTHWEST CORNER
 RD4248'OF CASCADE PARK MEDICAL GROUP BLDG.(BRICK), 32.4 FT. EAST OF FIRE
 RD4248'HYDRANT, 27 FT (8.2 M) NORTHEAST OF NORTHEAST CORNER OF TELEPHONE
 RD4248'PEDESTAL, IN CONCRETE CURB, SET 2 INCH DOMED BRASS DISK.
 RD4248
 RD4248                          STATION RECOVERY (2004)
 RD4248
 RD4248'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4248'RECOVERED IN GOOD CONDITION.
 RD4248
 RD4248                          STATION RECOVERY (2005)
 RD4248
 RD4248'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4248'RECOVERED IN GOOD CONDITION.
 RD4248
 RD4248                          STATION RECOVERY (2006)
 RD4248
 RD4248'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0585 ***********************************************************************
 TR0585  DESIGNATION -  130.87
 TR0585  PID         -  TR0585
 TR0585  STATE/COUNTY-  WA/JEFFERSON
 TR0585  USGS QUAD   -  NORDLAND (1973)
 TR0585
 TR0585                         *CURRENT SURVEY CONTROL
 TR0585  ___________________________________________________________________
 TR0585* NAD 83(1986)-  48 03 24.     (N)    122 44 07.     (W)     SCALED    
 TR0585* NAVD 88     -        39.300  (meters)     128.94   (feet)  ADJUSTED  
 TR0585  ___________________________________________________________________
 TR0585  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 TR0585  DYNAMIC HT  -          39.309 (meters)     128.97  (feet)  COMP
 TR0585  MODELED GRAV-     980,852.2   (mgal)                       NAVD 88
 TR0585
 TR0585  VERT ORDER  -  FIRST     CLASS II
 TR0585
 TR0585.The horizontal coordinates were scaled from a topographic map and have
 TR0585.an estimated accuracy of +/- 6 seconds.
 TR0585
 TR0585.The orthometric height was determined by differential leveling
 TR0585.and adjusted by the National Geodetic Survey in June 1991..
 TR0585
 TR0585.The geoid height was determined by GEOID03.
 TR0585
 TR0585.The dynamic height is computed by dividing the NAVD 88
 TR0585.geopotential number by the normal gravity value computed on the
 TR0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0585.degrees latitude (g = 980.6199 gals.).
 TR0585
 TR0585.The modeled gravity was interpolated from observed gravity values.
 TR0585
 TR0585;                    North         East    Units  Estimated Accuracy
 TR0585;SPC WA N     -   119,230.      358,250.      MT  (+/- 180 meters Scaled)
 TR0585
 TR0585                          SUPERSEDED SURVEY CONTROL
 TR0585
 TR0585  NGVD 29 (??/??/92)   38.177  (m)          125.25   (f) ADJ UNCH    1 2
 TR0585
 TR0585.Superseded values are not recommended for survey control.
 TR0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0585.See file dsdata.txt to determine how the superseded data were derived.
 TR0585
 TR0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU197226(NAD 83)
 TR0585_MARKER: DD = SURVEY DISK
 TR0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0585_STAMPING: ELV. 130.87 M.L.L.W. AUSTIN CO.
 TR0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0585+STABILITY: SURFACE MOTION
 TR0585
 TR0585  HISTORY     - Date     Condition        Report By
 TR0585  HISTORY     - UNK      MONUMENTED       LOCENG
 TR0585  HISTORY     - 1944     GOOD             NGS
 TR0585
 TR0585                          STATION DESCRIPTION
 TR0585
 TR0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TR0585'IN INDIAN ISLAND.
 TR0585'IN THE U.S. NAVAL MAGAZINE RESERVATION ON INDIAN ISLAND, ABOUT 300.0
 TR0585'FEET NORTH OF THE ADMINISTRATION BUILDING, AT BUILDING NO. 70 (FIRE
 TR0585'STATION), 77.0 FEET EAST OF CENTER-LINE OF ROAD LEADING IN FRONT OF
 TR0585'ADMINISTRATION BUILDING, 38.7 FEET NORTH OF SOUTHWEST CORNER OF FIRE
 TR0585'STATION, 13.9 FEET EAST OF THE SOUTHWEST CORNER OF FIRE TRUCK GARAGE
 TR0585'EXTENSION TO THE BUILDING, 4.1 FEET NORTH OF NORTH EDGE OF DOOR TO
 TR0585'BOILER ROOM, IN CORNER WHERE THE FIRE TRUCK GARAGE JOINS THE MAIN
 TR0585'BUILDING, SET IN TOP OF CONCRETE POST PROJECTING 1.0 INCH ABOVE THE
 TR0585'GROUND.  STAMPED-- ELV. 130.87 M.L.L.W. AUSTIN CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1032 ***********************************************************************
 SW1032  DESIGNATION -  131 FMK USGS
 SW1032  PID         -  SW1032
 SW1032  STATE/COUNTY-  WA/CHELAN
 SW1032  USGS QUAD   -  CHELAN FALLS (1981)
 SW1032
 SW1032                         *CURRENT SURVEY CONTROL
 SW1032  ___________________________________________________________________
 SW1032* NAD 83(1986)-  47 50 40.     (N)    119 58 24.     (W)     SCALED    
 SW1032* NAVD 88     -       429.236  (meters)    1408.25   (feet)  ADJUSTED  
 SW1032  ___________________________________________________________________
 SW1032  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SW1032  DYNAMIC HT  -         429.292 (meters)    1408.44  (feet)  COMP
 SW1032  MODELED GRAV-     980,731.0   (mgal)                       NAVD 88
 SW1032
 SW1032  VERT ORDER  -  FIRST     CLASS II
 SW1032
 SW1032.The horizontal coordinates were scaled from a topographic map and have
 SW1032.an estimated accuracy of +/- 6 seconds.
 SW1032
 SW1032.The orthometric height was determined by differential leveling
 SW1032.and adjusted by the National Geodetic Survey in June 1991..
 SW1032
 SW1032.The geoid height was determined by GEOID03.
 SW1032
 SW1032.The dynamic height is computed by dividing the NAVD 88
 SW1032.geopotential number by the normal gravity value computed on the
 SW1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW1032.degrees latitude (g = 980.6199 gals.).
 SW1032
 SW1032.The modeled gravity was interpolated from observed gravity values.
 SW1032
 SW1032;                    North         East    Units  Estimated Accuracy
 SW1032;SPC WA N     -    94,250.      564,370.      MT  (+/- 180 meters Scaled)
 SW1032
 SW1032                          SUPERSEDED SURVEY CONTROL
 SW1032
 SW1032.No superseded survey control is available for this station.
 SW1032
 SW1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP775032(NAD 83)
 SW1032_MARKER: DB = BENCH MARK DISK
 SW1032_SETTING: 80 = SET IN A BOULDER
 SW1032_SP_SET: BOULDER
 SW1032_STAMPING: 131 FMK 1967
 SW1032_MARK LOGO: USGS  
 SW1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1032+STABILITY: SURFACE MOTION
 SW1032
 SW1032  HISTORY     - Date     Condition        Report By
 SW1032  HISTORY     - 1967     MONUMENTED       USGS
 SW1032  HISTORY     - 1982     GOOD             NGS
 SW1032
 SW1032                          STATION DESCRIPTION
 SW1032
 SW1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SW1032'6.0 KM (3.7 MI) NORTH FROM CHELAN FALLS.
 SW1032'6.0 KM (3.7 MI) NORTH ALONG STATE HIGHWAY 151 FROM THE POST OFFICE IN
 SW1032'CHELAN FALLS, AT THE SOUTHWEST CORNER OF THE T JUNCTION OF US HIGHWAY
 SW1032'97, IN TOP OF A 10 BY 12 FOOT BOULDER, 0.8 KM (0.5 MI) NORTH OF
 SW1032'MILEPOST 24, 14.9 METERS (49 FT) SOUTHWEST OF THE CENTERLINE OF THE
 SW1032'STATE HIGHWAY, 20.2 METERS (66 FT) SOUTHEAST OF THE CENTERLINE OF THE
 SW1032'US HIGHWAY, 14.3 METERS (47 FT) NORTHWEST OF THE NORTHWEST END OF THE
 SW1032'WEST STEEL GUARD RAIL.
 SW1032'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 SW1032'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4309 ***********************************************************************
 RD4309  DESIGNATION -  1313
 RD4309  PID         -  RD4309
 RD4309  STATE/COUNTY-  WA/CLARK
 RD4309  USGS QUAD   -  ORCHARDS (1990)
 RD4309
 RD4309                         *CURRENT SURVEY CONTROL
 RD4309  ___________________________________________________________________
 RD4309* NAD 83(1986)-  45 37 54.     (N)    122 33 27.     (W)     SCALED    
 RD4309* NAVD 88     -        95.941  (meters)     314.77   (feet)  ADJUSTED  
 RD4309  ___________________________________________________________________
 RD4309  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD4309  DYNAMIC HT  -          95.941 (meters)     314.77  (feet)  COMP
 RD4309  MODELED GRAV-     980,617.7   (mgal)                       NAVD 88
 RD4309
 RD4309  VERT ORDER  -  SECOND    CLASS II
 RD4309
 RD4309.The horizontal coordinates were scaled from a topographic map and have
 RD4309.an estimated accuracy of +/- 6 seconds.
 RD4309
 RD4309.The orthometric height was determined by differential leveling
 RD4309.and adjusted by the National Geodetic Survey in April 1995..
 RD4309
 RD4309.The geoid height was determined by GEOID03.
 RD4309
 RD4309.The dynamic height is computed by dividing the NAVD 88
 RD4309.geopotential number by the normal gravity value computed on the
 RD4309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4309.degrees latitude (g = 980.6199 gals.).
 RD4309
 RD4309.The modeled gravity was interpolated from observed gravity values.
 RD4309
 RD4309;                    North         East    Units  Estimated Accuracy
 RD4309;SPC WA S     -    35,250.      339,580.      MT  (+/- 180 meters Scaled)
 RD4309
 RD4309                          SUPERSEDED SURVEY CONTROL
 RD4309
 RD4309  NGVD 29 (03/17/92)   94.893  (m)          311.33   (f) ADJUSTED    2 2
 RD4309
 RD4309.Superseded values are not recommended for survey control.
 RD4309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4309.See file dsdata.txt to determine how the superseded data were derived.
 RD4309
 RD4309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER344532(NAD 83)
 RD4309_MARKER: DB = BENCH MARK DISK
 RD4309_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4309_SP_SET: TOP OF CURB
 RD4309_STAMPING: 1313 1990
 RD4309_MARK LOGO: WA-011
 RD4309_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4309+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 RD4309
 RD4309  HISTORY     - Date     Condition        Report By
 RD4309  HISTORY     - 1990     MONUMENTED       WA-011
 RD4309  HISTORY     - 20040311 GOOD             USPSQD
 RD4309  HISTORY     - 20050425 GOOD             USPSQD
 RD4309  HISTORY     - 20060523 GOOD             USPSQD
 RD4309
 RD4309                          STATION DESCRIPTION
 RD4309
 RD4309'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4309'IN TOP OF EAST CURB OF N.E. 112TH AVE.,0.8 MILES NORTH OF INTERSECTION
 RD4309'WITH S.E. MILL PLAIN ROAD, NEAR THE INTERSECTION WITH N.E. 14TH
 RD4309'STREET, 63.0 FT (19.2 M) SOUTH OF CENTERLINE OF 14TH STREET, 62.2 FT
 RD4309'(19.0 M) SOUTH OF POWER POLE NO. A22 27 14325 1968 AT NORTH LINE OF
 RD4309'EVERGREEN CEMETARY, 173.0 FT (52.7 M) NORTH OF POWER POLE NO. A22 27
 RD4309'14326 1968SET 2 IN DIAM DOMED BRASS DISK
 RD4309
 RD4309                          STATION RECOVERY (2004)
 RD4309
 RD4309'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4309'RECOVERED IN GOOD CONDITION.
 RD4309
 RD4309                          STATION RECOVERY (2005)
 RD4309
 RD4309'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4309'RECOVERED IN GOOD CONDITION.
 RD4309
 RD4309                          STATION RECOVERY (2006)
 RD4309
 RD4309'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1034 ***********************************************************************
 SW1034  DESIGNATION -  132 FMK USGS
 SW1034  PID         -  SW1034
 SW1034  STATE/COUNTY-  WA/CHELAN
 SW1034  USGS QUAD   -  CHELAN FALLS (1981)
 SW1034
 SW1034                         *CURRENT SURVEY CONTROL
 SW1034  ___________________________________________________________________
 SW1034* NAD 83(1986)-  47 51 24.     (N)    119 57 28.     (W)     SCALED    
 SW1034* NAVD 88     -       391.045  (meters)    1282.95   (feet)  ADJUSTED  
 SW1034  ___________________________________________________________________
 SW1034  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SW1034  DYNAMIC HT  -         391.096 (meters)    1283.12  (feet)  COMP
 SW1034  MODELED GRAV-     980,733.0   (mgal)                       NAVD 88
 SW1034
 SW1034  VERT ORDER  -  FIRST     CLASS II
 SW1034
 SW1034.The horizontal coordinates were scaled from a topographic map and have
 SW1034.an estimated accuracy of +/- 6 seconds.
 SW1034
 SW1034.The orthometric height was determined by differential leveling
 SW1034.and adjusted by the National Geodetic Survey in June 1991..
 SW1034
 SW1034.The geoid height was determined by GEOID03.
 SW1034
 SW1034.The dynamic height is computed by dividing the NAVD 88
 SW1034.geopotential number by the normal gravity value computed on the
 SW1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW1034.degrees latitude (g = 980.6199 gals.).
 SW1034
 SW1034.The modeled gravity was interpolated from observed gravity values.
 SW1034
 SW1034;                    North         East    Units  Estimated Accuracy
 SW1034;SPC WA N     -    95,620.      565,520.      MT  (+/- 180 meters Scaled)
 SW1034
 SW1034                          SUPERSEDED SURVEY CONTROL
 SW1034
 SW1034.No superseded survey control is available for this station.
 SW1034
 SW1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP787046(NAD 83)
 SW1034_MARKER: DB = BENCH MARK DISK
 SW1034_SETTING: 66 = SET IN ROCK OUTCROP
 SW1034_SP_SET: ROCK OUTCROP
 SW1034_STAMPING: 132 FMK 1967
 SW1034_MARK LOGO: USGS  
 SW1034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1034+STABILITY: POSITION/ELEVATION WELL
 SW1034
 SW1034  HISTORY     - Date     Condition        Report By
 SW1034  HISTORY     - 1967     MONUMENTED       USGS
 SW1034  HISTORY     - 1982     GOOD             NGS
 SW1034
 SW1034                          STATION DESCRIPTION
 SW1034
 SW1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SW1034'7.7 KM (4.8 MI) NE FROM CHELAN FALLS.
 SW1034'6.0 KM (3.7 MI) NORTH ALONG STATE HIGHWAY 151 FROM THE POST OFFICE IN
 SW1034'CHELAN FALLS, THENCE 1.8 KM (1.1 MI) NORTHEAST ALONG US HIGHWAY 97, IN
 SW1034'TOP OF A SMALL LEDGE IN AN OUTCROP, AT THE APPROXIMATE CENTER OF THE
 SW1034'BASE OF A SMALL ROCKY KNOLL FORMED BY A HIGHWAY CUT, 0.5 KM (0.3 MI)
 SW1034'NORTHEAST OF MILEPOST 237, 9.4 METERS (30.8 FT) EAST OF THE CENTERLINE
 SW1034'OF THE HIGHWAY, 33.5 METERS (110 FT) SOUTH OF THE NORTH END OF THE
 SW1034'KNOLL, 50.6 METERS (166 FT) NORTH OF THE NORTH END OF A LONG STEEL
 SW1034'GUARD RAIL.
 SW1034'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SW1034'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4275 ***********************************************************************
 RD4275  DESIGNATION -  13200
 RD4275  PID         -  RD4275
 RD4275  STATE/COUNTY-  WA/CLARK
 RD4275  USGS QUAD   -  BATTLE GROUND (1990)
 RD4275
 RD4275                         *CURRENT SURVEY CONTROL
 RD4275  ___________________________________________________________________
 RD4275* NAD 83(1986)-  45 46 51.     (N)    122 32 13.     (W)     SCALED    
 RD4275* NAVD 88     -        90.082  (meters)     295.54   (feet)  ADJUSTED  
 RD4275  ___________________________________________________________________
 RD4275  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 RD4275  DYNAMIC HT  -          90.081 (meters)     295.54  (feet)  COMP
 RD4275  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 RD4275
 RD4275  VERT ORDER  -  SECOND    CLASS II
 RD4275
 RD4275.The horizontal coordinates were scaled from a topographic map and have
 RD4275.an estimated accuracy of +/- 6 seconds.
 RD4275
 RD4275.The orthometric height was determined by differential leveling
 RD4275.and adjusted by the National Geodetic Survey in April 1995..
 RD4275
 RD4275.The geoid height was determined by GEOID03.
 RD4275
 RD4275.The dynamic height is computed by dividing the NAVD 88
 RD4275.geopotential number by the normal gravity value computed on the
 RD4275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4275.degrees latitude (g = 980.6199 gals.).
 RD4275
 RD4275.The modeled gravity was interpolated from observed gravity values.
 RD4275
 RD4275;                    North         East    Units  Estimated Accuracy
 RD4275;SPC WA S     -    51,790.      341,610.      MT  (+/- 180 meters Scaled)
 RD4275
 RD4275                          SUPERSEDED SURVEY CONTROL
 RD4275
 RD4275  NGVD 29 (03/17/92)   89.026  (m)          292.08   (f) ADJUSTED    2 2
 RD4275
 RD4275.Superseded values are not recommended for survey control.
 RD4275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4275.See file dsdata.txt to determine how the superseded data were derived.
 RD4275
 RD4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER359698(NAD 83)
 RD4275_MARKER: DB = BENCH MARK DISK
 RD4275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD4275_SP_SET: SIGNAL POLE BASE
 RD4275_STAMPING: 13200 1990
 RD4275_MARK LOGO: WA-011
 RD4275_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4275+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 RD4275
 RD4275  HISTORY     - Date     Condition        Report By
 RD4275  HISTORY     - 1990     MONUMENTED       WA-011
 RD4275  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 RD4275  HISTORY     - 20040523 GOOD             USPSQD
 RD4275  HISTORY     - 20050707 GOOD             USPSQD
 RD4275  HISTORY     - 20060808 MARK NOT FOUND   USPSQD
 RD4275  HISTORY     - 20060809 GOOD             USPSQD
 RD4275
 RD4275                          STATION DESCRIPTION
 RD4275
 RD4275'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4275'IN CITY OF BATTLEGROUND, AT THE NORTHEAST CORNER OF THE INTERSECTION
 RD4275'OF W. MAIN STREET (N.E. 219TH ST) WITH PARKWAY STREET (N.E. 132ND
 RD4275'AVE.)IN S.W. CORNER OF CONCRETE TRAFFIC SIGNAL POLE BASE 4 FT
 RD4275'(1.2 M) N.W.(MEASURED RADIALLY) FROM THE FACE OF CURB, 17 FT (5.2 M)
 RD4275'S.W. OF THE S.W. CORNER OF A BRICK BUILDINGSET 2 1/2 IN DIAM DOMED
 RD4275'BRASS DISK
 RD4275
 RD4275                          STATION RECOVERY (2002)
 RD4275
 RD4275'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RD4275'MARK NOT FOUND.
 RD4275
 RD4275                          STATION RECOVERY (2004)
 RD4275
 RD4275'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 RD4275'RECOVERED AS DESCRIBED.
 RD4275
 RD4275                          STATION RECOVERY (2005)
 RD4275
 RD4275'RECOVERY NOTE BY US POWER SQUADRON 2005
 RD4275'GOOD CONDITION
 RD4275
 RD4275                          STATION RECOVERY (2006)
 RD4275
 RD4275'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4275'TRAFFIC SIGNAL BASE HAS BEEN REPLACED AND MOVED SE 4 FT. OUTLINE OF
 RD4275'OLD BASE STILL VISABLE BUT THE DISK IS GONE.
 RD4275
 RD4275                          STATION RECOVERY (2006)
 RD4275
 RD4275'RECOVERY NOTE BY US POWER SQUADRON 2006
 RD4275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0875 ***********************************************************************
 RZ0875  DESIGNATION -  1322
 RZ0875  PID         -  RZ0875
 RZ0875  STATE/COUNTY-  WA/GARFIELD
 RZ0875  USGS QUAD   -  STEMBER CREEK (1971)
 RZ0875
 RZ0875                         *CURRENT SURVEY CONTROL
 RZ0875  ___________________________________________________________________
 RZ0875* NAD 83(1986)-  46 26 02.     (N)    117 19 15.     (W)     SCALED    
 RZ0875* NAVD 88     -       403.917  (meters)    1325.18   (feet)  ADJUSTED  
 RZ0875  ___________________________________________________________________
 RZ0875  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 RZ0875  DYNAMIC HT  -         403.907 (meters)    1325.15  (feet)  COMP
 RZ0875  MODELED GRAV-     980,577.0   (mgal)                       NAVD 88
 RZ0875
 RZ0875  VERT ORDER  -  FIRST     CLASS I
 RZ0875
 RZ0875.The horizontal coordinates were scaled from a topographic map and have
 RZ0875.an estimated accuracy of +/- 6 seconds.
 RZ0875
 RZ0875.The orthometric height was determined by differential leveling
 RZ0875.and adjusted by the National Geodetic Survey in June 1991..
 RZ0875
 RZ0875.The geoid height was determined by GEOID03.
 RZ0875
 RZ0875.The dynamic height is computed by dividing the NAVD 88
 RZ0875.geopotential number by the normal gravity value computed on the
 RZ0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0875.degrees latitude (g = 980.6199 gals.).
 RZ0875
 RZ0875.The modeled gravity was interpolated from observed gravity values.
 RZ0875
 RZ0875;                    North         East    Units  Estimated Accuracy
 RZ0875;SPC WA S     -   127,250.      744,250.      MT  (+/- 180 meters Scaled)
 RZ0875
 RZ0875                          SUPERSEDED SURVEY CONTROL
 RZ0875
 RZ0875  NGVD 29 (??/??/92)  402.924  (m)         1321.93   (f) ADJ UNCH    1 1
 RZ0875
 RZ0875.Superseded values are not recommended for survey control.
 RZ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0875.See file dsdata.txt to determine how the superseded data were derived.
 RZ0875
 RZ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM753423(NAD 83)
 RZ0875_MARKER: P = PIPE CAP
 RZ0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0875_STAMPING: 1322 S
 RZ0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0875+STABILITY: SURFACE MOTION
 RZ0875
 RZ0875  HISTORY     - Date     Condition        Report By
 RZ0875  HISTORY     - UNK      MONUMENTED       USGS
 RZ0875  HISTORY     - 1968     GOOD             NGS
 RZ0875
 RZ0875                          STATION DESCRIPTION
 RZ0875
 RZ0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ0875'15.2 MI E FROM POMEROY.
 RZ0875'15.2 MILES EAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT POMEROY,
 RZ0875'0.25 MILE SOUTHEAST OF A CONCRETE BRIDGE OVER STEMBER CREEK, 353 FEET
 RZ0875'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 59 FEET NORTHWEST OF THE
 RZ0875'CENTER LINE OF A DRIVEWAY TO A HOUSE, 27.8 FEET NORTHEAST EAST OF THE
 RZ0875'EAST CORNER OF THE HOUSE, 5 FEET SOUTHEAST OF A TELEPHONE POLE WITH A
 RZ0875'GUY WIRE, 124 FEET NORTHEAST OF A FENCE, 58 FEET NORTHWEST OF THE
 RZ0875'NORTHWEST END OF A GATE, 1.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 RZ0875'14 FEET LOWER THAN THE HIGHWAY, AND ON THE TOP OF AN IRON PIPE ENCASED
 RZ0875'IN CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0778 ***********************************************************************
 SW0778  DESIGNATION -  1323
 SW0778  PID         -  SW0778
 SW0778  STATE/COUNTY-  WA/GRANT
 SW0778  USGS QUAD   -  GEORGE (1978)
 SW0778
 SW0778                         *CURRENT SURVEY CONTROL
 SW0778  ___________________________________________________________________
 SW0778* NAD 83(1986)-  47 00 02.     (N)    119 51 20.     (W)     SCALED    
 SW0778* NAVD 88     -       404.343  (meters)    1326.58   (feet)  ADJUSTED  
 SW0778  ___________________________________________________________________
 SW0778  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SW0778  DYNAMIC HT  -         404.366 (meters)    1326.66  (feet)  COMP
 SW0778  MODELED GRAV-     980,659.5   (mgal)                       NAVD 88
 SW0778
 SW0778  VERT ORDER  -  SECOND    CLASS 0
 SW0778
 SW0778.The horizontal coordinates were scaled from a topographic map and have
 SW0778.an estimated accuracy of +/- 6 seconds.
 SW0778
 SW0778.The orthometric height was determined by differential leveling
 SW0778.and adjusted by the National Geodetic Survey in June 1991..
 SW0778
 SW0778.The geoid height was determined by GEOID03.
 SW0778
 SW0778.The dynamic height is computed by dividing the NAVD 88
 SW0778.geopotential number by the normal gravity value computed on the
 SW0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0778.degrees latitude (g = 980.6199 gals.).
 SW0778
 SW0778.The modeled gravity was interpolated from observed gravity values.
 SW0778
 SW0778;                    North         East    Units  Estimated Accuracy
 SW0778;SPC WA S     -   185,520.      549,010.      MT  (+/- 180 meters Scaled)
 SW0778
 SW0778                          SUPERSEDED SURVEY CONTROL
 SW0778
 SW0778  NGVD 29 (??/??/92)  403.210  (m)         1322.86   (f) ADJ UNCH    2 0
 SW0778
 SW0778.Superseded values are not recommended for survey control.
 SW0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0778.See file dsdata.txt to determine how the superseded data were derived.
 SW0778
 SW0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN829091(NAD 83)
 SW0778_MARKER: P = PIPE CAP
 SW0778_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0778_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0778_STAMPING: 1323
 SW0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0778
 SW0778  HISTORY     - Date     Condition        Report By
 SW0778  HISTORY     - UNK      MONUMENTED       USGS
 SW0778  HISTORY     - 1958     GOOD             NGS
 SW0778  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0778
 SW0778                          STATION DESCRIPTION
 SW0778
 SW0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SW0778'6.9 MI SE FROM BURKE.
 SW0778'0.9 MILE EAST AND 6.0 MILES SOUTH ALONG A COUNTY ROAD FROM BURKE,
 SW0778'GRANT COUNTY, AT THE CORNER COMMON TO SECTIONS 31 AND 32, T 18 N, AND
 SW0778'5 AND 6, T 17 N, R 24 E, AT A ROAD LEADING TO THE FARM OWNED IN 1934
 SW0778'BY AUGUST KOSKA, ON THE SOUTHWEST CORNER OF AN ABANDONED CURVE, 46
 SW0778'YARDS SOUTHWEST OF THE NEW GRAVEL ROAD, AND 22 FEET EAST OF THE
 SW0778'CENTERLINE OF THE OLD ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 SW0778'STANDARD CAP, STAMPED 1323 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 SW0778'PIPE.
 SW0778
 SW0778                          STATION RECOVERY (1968)
 SW0778
 SW0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0477 ***********************************************************************
 TO0477  DESIGNATION -  1325
 TO0477  PID         -  TO0477
 TO0477  STATE/COUNTY-  WA/STEVENS
 TO0477  USGS QUAD   -  NORTHPORT (1992)
 TO0477
 TO0477                         *CURRENT SURVEY CONTROL
 TO0477  ___________________________________________________________________
 TO0477* NAD 83(1986)-  48 53 50.     (N)    117 48 51.     (W)     SCALED    
 TO0477* NAVD 88     -       402.993  (meters)    1322.15   (feet)  ADJUSTED  
 TO0477  ___________________________________________________________________
 TO0477  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 TO0477  DYNAMIC HT  -         403.062 (meters)    1322.38  (feet)  COMP
 TO0477  MODELED GRAV-     980,769.8   (mgal)                       NAVD 88
 TO0477
 TO0477  VERT ORDER  -  FIRST     CLASS II
 TO0477
 TO0477.The horizontal coordinates were scaled from a topographic map and have
 TO0477.an estimated accuracy of +/- 6 seconds.
 TO0477
 TO0477.The orthometric height was determined by differential leveling
 TO0477.and adjusted by the National Geodetic Survey in June 1991..
 TO0477
 TO0477.The geoid height was determined by GEOID03.
 TO0477
 TO0477.The dynamic height is computed by dividing the NAVD 88
 TO0477.geopotential number by the normal gravity value computed on the
 TO0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0477.degrees latitude (g = 980.6199 gals.).
 TO0477
 TO0477.The modeled gravity was interpolated from observed gravity values.
 TO0477
 TO0477;                    North         East    Units  Estimated Accuracy
 TO0477;SPC WA N     -   215,290.      721,320.      MT  (+/- 180 meters Scaled)
 TO0477
 TO0477                          SUPERSEDED SURVEY CONTROL
 TO0477
 TO0477  NGVD 29 (??/??/92)  401.75   (m)         1318.1    (f) COMPUTED    1 2
 TO0477
 TO0477.Superseded values are not recommended for survey control.
 TO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0477.See file dsdata.txt to determine how the superseded data were derived.
 TO0477
 TO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ403163(NAD 83)
 TO0477_MARKER: DD = SURVEY DISK
 TO0477_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TO0477_SP_SET: BOULDER
 TO0477_STAMPING: 1325
 TO0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0477
 TO0477  HISTORY     - Date     Condition        Report By
 TO0477  HISTORY     - UNK      MONUMENTED       USGS
 TO0477  HISTORY     - 1947     GOOD             NGS
 TO0477
 TO0477                          STATION DESCRIPTION
 TO0477
 TO0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 TO0477'2.3 MI S FROM NORTHPORT.
 TO0477'ALONG THE GREAT NORTHERN RAILROAD, 12 FEET WEST OF TRACK CENTERLINE,
 TO0477'12 FEET NORTHEAST OF MILE POLE 127, LEVEL WITH TRACK IN BOULDER.
 TO0477'WITNESS POST SET.  A DISK SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0161 ***********************************************************************
 SC0161  DESIGNATION -  13.252 C OF L
 SC0161  PID         -  SC0161
 SC0161  STATE/COUNTY-  WA/COWLITZ
 SC0161  USGS QUAD   -  KELSO (1990)
 SC0161
 SC0161                         *CURRENT SURVEY CONTROL
 SC0161  ___________________________________________________________________
 SC0161* NAD 83(1986)-  46 07 34.     (N)    122 56 19.     (W)     SCALED    
 SC0161* NAVD 88     -         4.803  (meters)      15.76   (feet)  ADJUSTED  
 SC0161  ___________________________________________________________________
 SC0161  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SC0161  DYNAMIC HT  -           4.804 (meters)      15.76  (feet)  COMP
 SC0161  MODELED GRAV-     980,701.8   (mgal)                       NAVD 88
 SC0161
 SC0161  VERT ORDER  -  FIRST     CLASS II
 SC0161
 SC0161.The horizontal coordinates were scaled from a topographic map and have
 SC0161.an estimated accuracy of +/- 6 seconds.
 SC0161
 SC0161.The orthometric height was determined by differential leveling
 SC0161.and adjusted by the National Geodetic Survey in June 1991..
 SC0161.WARNING-Repeat measurements at this control monument indicate possible
 SC0161.vertical movement.
 SC0161
 SC0161.The geoid height was determined by GEOID03.
 SC0161
 SC0161.The dynamic height is computed by dividing the NAVD 88
 SC0161.geopotential number by the normal gravity value computed on the
 SC0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0161.degrees latitude (g = 980.6199 gals.).
 SC0161
 SC0161.The modeled gravity was interpolated from observed gravity values.
 SC0161
 SC0161;                    North         East    Units  Estimated Accuracy
 SC0161;SPC WA S     -    91,030.      311,570.      MT  (+/- 180 meters Scaled)
 SC0161
 SC0161                          SUPERSEDED SURVEY CONTROL
 SC0161
 SC0161  NGVD 29 (??/??/92)    3.80   (m)           12.5    (f) COMPUTED    1 2
 SC0161
 SC0161.Superseded values are not recommended for survey control.
 SC0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0161.See file dsdata.txt to determine how the superseded data were derived.
 SC0161
 SC0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES047080(NAD 83)
 SC0161_MARKER: DD = SURVEY DISK
 SC0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0161_STAMPING: 13.252
 SC0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0161+STABILITY: SURFACE MOTION
 SC0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0161+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2006
 SC0161
 SC0161  HISTORY     - Date     Condition        Report By
 SC0161  HISTORY     - UNK      MONUMENTED       LOCENG
 SC0161  HISTORY     - 1962     GOOD             NGS
 SC0161  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0161  HISTORY     - 20050928 GOOD             USPSQD
 SC0161  HISTORY     - 20060225 GOOD             USPSQD
 SC0161
 SC0161                          STATION DESCRIPTION
 SC0161
 SC0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0161'IN LONGVIEW.
 SC0161'AT THE CENTER OF THE INTERSECTION OF COMMERCE AVENUE AND COLORADO
 SC0161'STREET.  SET IN A WELL UNDER A METAL COVER.
 SC0161
 SC0161                          STATION RECOVERY (1989)
 SC0161
 SC0161'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0161'MARK NOT FOUND.
 SC0161
 SC0161                          STATION RECOVERY (2005)
 SC0161
 SC0161'RECOVERY NOTE BY US POWER SQUADRON 2005
 SC0161'COLORADO ST HAS BEEN RENAMED TENNANT WAY AND WIDENED TO 4 LANES. THE
 SC0161'MARK AND WELL ARE NOW IN THE WEST BOUND LANES OF TENNENT WAY
 SC0161
 SC0161                          STATION RECOVERY (2006)
 SC0161
 SC0161'RECOVERY NOTE BY US POWER SQUADRON 2006
 SC0161'COLORADO STREET NOW CALLED TENNANT WAY. IN THE CENTER OF THE 2 WEST
 SC0161'BOUND LANES OF TENNANT WAY. THIS IS A BUSY STREET AND CARE MUST BE
 SC0161'USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0162 ***********************************************************************
 SC0162  DESIGNATION -  13.252 RESET
 SC0162  PID         -  SC0162
 SC0162  STATE/COUNTY-  WA/COWLITZ
 SC0162  USGS QUAD   -  KELSO (1990)
 SC0162
 SC0162                         *CURRENT SURVEY CONTROL
 SC0162  ___________________________________________________________________
 SC0162* NAD 83(1986)-  46 07 34.     (N)    122 56 19.     (W)     SCALED    
 SC0162* NAVD 88     -         4.886  (meters)      16.03   (feet)  ADJUSTED  
 SC0162  ___________________________________________________________________
 SC0162  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SC0162  DYNAMIC HT  -           4.886 (meters)      16.03  (feet)  COMP
 SC0162  MODELED GRAV-     980,701.8   (mgal)                       NAVD 88
 SC0162
 SC0162  VERT ORDER  -  FIRST     CLASS II
 SC0162
 SC0162.The horizontal coordinates were scaled from a topographic map and have
 SC0162.an estimated accuracy of +/- 6 seconds.
 SC0162
 SC0162.The orthometric height was determined by differential leveling
 SC0162.and adjusted by the National Geodetic Survey in June 1991..
 SC0162
 SC0162.The geoid height was determined by GEOID03.
 SC0162
 SC0162.The dynamic height is computed by dividing the NAVD 88
 SC0162.geopotential number by the normal gravity value computed on the
 SC0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0162.degrees latitude (g = 980.6199 gals.).
 SC0162
 SC0162.The modeled gravity was interpolated from observed gravity values.
 SC0162
 SC0162;                    North         East    Units  Estimated Accuracy
 SC0162;SPC WA S     -    91,030.      311,570.      MT  (+/- 180 meters Scaled)
 SC0162
 SC0162                          SUPERSEDED SURVEY CONTROL
 SC0162
 SC0162  NGVD 29 (??/??/??)    3.89   (m)           12.8    (f) RESET       3  
 SC0162
 SC0162.Superseded values are not recommended for survey control.
 SC0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0162.See file dsdata.txt to determine how the superseded data were derived.
 SC0162
 SC0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES047080(NAD 83)
 SC0162_MARKER: DB = BENCH MARK DISK
 SC0162_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC0162_SP_SET: CURB
 SC0162_STAMPING: 13.252 C OF L RESET 1962
 SC0162_MARK LOGO: CGS   
 SC0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0162+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 SC0162
 SC0162  HISTORY     - Date     Condition        Report By
 SC0162  HISTORY     - 1962     MONUMENTED       CGS
 SC0162  HISTORY     - 1987     GOOD             NGS
 SC0162  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0162  HISTORY     - 20040719 GOOD             USPSQD
 SC0162  HISTORY     - 20050928 GOOD             USPSQD
 SC0162
 SC0162                          STATION DESCRIPTION
 SC0162
 SC0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SC0162'IN LONGVIEW.
 SC0162'THIS MARK IS LOCATED ON THE EAST SIDE OF COMMERCE AVENUE, ABOUT HALF
 SC0162'WAY BETWEEN COLORADO STREET AND CALIFORNIA STREET, 40 FEET WEST OF THE
 SC0162'WEST END OF THE ANDREA MOTEL BUILDING, 30 FEET EAST OF THE CENTERLINE
 SC0162'OF COMMERCE AVENUE, 2 FEET NORTHWEST OF A POWER LINE POLE, THE FIRST
 SC0162'POWER LINE POLE NORTH OF CALIFORNIA STREET, AND SET IN THE TOP OF A
 SC0162'CONCRETE CURB, WHICH IS ABOUT 6 INCHES ABOVE THE PAVEMENT OF COMMERCE
 SC0162'AVENUE.
 SC0162
 SC0162                          STATION RECOVERY (1987)
 SC0162
 SC0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0162'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTON FOLLOWS.  IN LONGVIEW,
 SC0162'AT THE INTERSECTION OF COMMERCE AVENUE AND CALIFORNIA STREET, IN THE
 SC0162'SOUTHEAST CONCRETE CURB OF COMMERCE AVENUE, 78.0 M (255.9 FT)
 SC0162'NORTHEAST OF THE CENTERLINE OF THE STREET, 9.2 M (30.2 FT) SOUTHEAST
 SC0162'OF THE CENTERLINE OF THE AVENUE, AND 1.9 M (6.2 FT) NORTH OF A
 SC0162'UTILITY POLE.
 SC0162'THE MARK IS 0.1 M ABOVE THE AVENUE.
 SC0162
 SC0162                          STATION RECOVERY (1989)
 SC0162
 SC0162'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0162'MARK NOT FOUND.
 SC0162
 SC0162                          STATION RECOVERY (2004)
 SC0162
 SC0162'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC0162'COLORADO ST IS NOW CALLED TENNANT WAY. THE ANDREA MOTEL HAS BEEN
 SC0162'REPLACED BY A LUMBERMANS BUILDING SUPPLY. A WITNESS SIGN HAS BEEN
 SC0162'ADDED TO THE POWER POLE 6 FT SOUTH OF THE DISK.
 SC0162
 SC0162                          STATION RECOVERY (2005)
 SC0162
 SC0162'RECOVERY NOTE BY US POWER SQUADRON 2005
 SC0162'COLORADO ST HAS BEEN RENAMED TENNANT WAY. ALL OTHER DESCRIPTIONS ARE
 SC0162'USABLE TO LOCATE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0471 ***********************************************************************
 TO0471  DESIGNATION -  1329
 TO0471  PID         -  TO0471
 TO0471  STATE/COUNTY-  WA/STEVENS
 TO0471  USGS QUAD   -  BOUNDARY (1992)
 TO0471
 TO0471                         *CURRENT SURVEY CONTROL
 TO0471  ___________________________________________________________________
 TO0471* NAD 83(1986)-  48 56 14.     (N)    117 44 24.     (W)     SCALED    
 TO0471* NAVD 88     -       404.054  (meters)    1325.63   (feet)  ADJUSTED  
 TO0471  ___________________________________________________________________
 TO0471  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TO0471  DYNAMIC HT  -         404.122 (meters)    1325.86  (feet)  COMP
 TO0471  MODELED GRAV-     980,769.0   (mgal)                       NAVD 88
 TO0471
 TO0471  VERT ORDER  -  FIRST     CLASS II
 TO0471
 TO0471.The horizontal coordinates were scaled from a topographic map and have
 TO0471.an estimated accuracy of +/- 6 seconds.
 TO0471
 TO0471.The orthometric height was determined by differential leveling
 TO0471.and adjusted by the National Geodetic Survey in June 1991..
 TO0471
 TO0471.The geoid height was determined by GEOID03.
 TO0471
 TO0471.The dynamic height is computed by dividing the NAVD 88
 TO0471.geopotential number by the normal gravity value computed on the
 TO0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0471.degrees latitude (g = 980.6199 gals.).
 TO0471
 TO0471.The modeled gravity was interpolated from observed gravity values.
 TO0471
 TO0471;                    North         East    Units  Estimated Accuracy
 TO0471;SPC WA N     -   219,950.      726,580.      MT  (+/- 180 meters Scaled)
 TO0471
 TO0471                          SUPERSEDED SURVEY CONTROL
 TO0471
 TO0471  NGVD 29 (??/??/92)  402.815  (m)         1321.57   (f) ADJ UNCH    1 2
 TO0471
 TO0471.Superseded values are not recommended for survey control.
 TO0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0471.See file dsdata.txt to determine how the superseded data were derived.
 TO0471
 TO0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ458207(NAD 83)
 TO0471_MARKER: DB = BENCH MARK DISK
 TO0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0471_STAMPING: 1329
 TO0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0471+STABILITY: SURFACE MOTION
 TO0471
 TO0471  HISTORY     - Date     Condition        Report By
 TO0471  HISTORY     - UNK      MONUMENTED       USGS
 TO0471  HISTORY     - 1948     GOOD             NGS
 TO0471
 TO0471                          STATION DESCRIPTION
 TO0471
 TO0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TO0471'2.45 MI N FROM NORTHPORT.
 TO0471'.25 MILE SOUTH OF MILE POLE 123, 27 FEET WEST OF TRACK CENTERLINE, 50
 TO0471'FEET WEST OF WOOD FENCE, PIPE PROTRUDES 6 INCHES ABOVE GROUND.  A DISK
 TO0471'SET IN A CONCRETE POST.  NOTE-- INCLINED-POSSIBLY DISTRUBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2733 ***********************************************************************
 SY2733  DESIGNATION -  13.3
 SY2733  PID         -  SY2733
 SY2733  STATE/COUNTY-  WA/PIERCE
 SY2733  USGS QUAD   -  TACOMA NORTH (1994)
 SY2733
 SY2733                         *CURRENT SURVEY CONTROL
 SY2733  ___________________________________________________________________
 SY2733* NAD 83(1991)-  47 17 36.15939(N)    122 29 42.41805(W)     ADJUSTED  
 SY2733* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY2733  ___________________________________________________________________
 SY2733  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 SY2733  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2733
 SY2733  HORZ ORDER  -  THIRD
 SY2733
 SY2733.The horizontal coordinates were established by classical geodetic methods
 SY2733.and adjusted by the National Geodetic Survey in December 1991..
 SY2733
 SY2733.The orthometric height was scaled from a topographic map.
 SY2733
 SY2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2733
 SY2733.The geoid height was determined by GEOID03.
 SY2733
 SY2733;                    North         East     Units Scale Factor Converg.
 SY2733;SPC WA S     -   219,776.282   349,109.484   MT  0.99999110   -1 26 57.3
 SY2733;SPC WA S     -   721,049.35  1,145,370.03   sFT  0.99999110   -1 26 57.3
 SY2733;SPC WA N     -    33,975.791   374,309.063   MT  1.00004494   -1 14 14.0
 SY2733;SPC WA N     -   111,468.91  1,228,045.65   sFT  1.00004494   -1 14 14.0
 SY2733;UTM  10      - 5,237,890.532   538,173.435   MT  0.99961791   +0 22 15.6
 SY2733
 SY2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2733!SPC WA S     -   1.00000338  x   0.99999110  =   0.99999448
 SY2733!SPC WA N     -   1.00000338  x   1.00004494  =   1.00004832
 SY2733!UTM  10      -   1.00000338  x   0.99961791  =   0.99962129
 SY2733
 SY2733                          SUPERSEDED SURVEY CONTROL
 SY2733
 SY2733  NAD 83(1986)-  47 17 36.15354(N)    122 29 42.43218(W) AD(       ) 3
 SY2733  NAD 27      -  47 17 36.79700(N)    122 29 37.98300(W) AD(       ) 3
 SY2733
 SY2733.Superseded values are not recommended for survey control.
 SY2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2733.See file dsdata.txt to determine how the superseded data were derived.
 SY2733
 SY2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3817337891(NAD 83)
 SY2733
 SY2733  HISTORY     - Date     Condition        Report By
 SY2733  HISTORY     - 1952     MONUMENTED       CGS
 SY2733  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY2733
 SY2733                          STATION DESCRIPTION
 SY2733
 SY2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JS)
 SY2733'SEE STATION TARGET.
 SY2733
 SY2733                          STATION RECOVERY (1965)
 SY2733
 SY2733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY2733'THE WHARF BURNED AND THE STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0467 ***********************************************************************
 TO0467  DESIGNATION -  1338
 TO0467  PID         -  TO0467
 TO0467  STATE/COUNTY-  WA/STEVENS
 TO0467  USGS QUAD   -  BOUNDARY (1992)
 TO0467
 TO0467                         *CURRENT SURVEY CONTROL
 TO0467  ___________________________________________________________________
 TO0467* NAD 83(1986)-  48 57 45.     (N)    117 40 17.     (W)     SCALED    
 TO0467* NAVD 88     -       406.882  (meters)    1334.91   (feet)  ADJUSTED  
 TO0467  ___________________________________________________________________
 TO0467  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 TO0467  DYNAMIC HT  -         406.956 (meters)    1335.15  (feet)  COMP
 TO0467  MODELED GRAV-     980,779.5   (mgal)                       NAVD 88
 TO0467
 TO0467  VERT ORDER  -  FIRST     CLASS II
 TO0467
 TO0467.The horizontal coordinates were scaled from a topographic map and have
 TO0467.an estimated accuracy of +/- 6 seconds.
 TO0467
 TO0467.The orthometric height was determined by differential leveling
 TO0467.and adjusted by the National Geodetic Survey in June 1991..
 TO0467
 TO0467.The geoid height was determined by GEOID03.
 TO0467
 TO0467.The dynamic height is computed by dividing the NAVD 88
 TO0467.geopotential number by the normal gravity value computed on the
 TO0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0467.degrees latitude (g = 980.6199 gals.).
 TO0467
 TO0467.The modeled gravity was interpolated from observed gravity values.
 TO0467
 TO0467;                    North         East    Units  Estimated Accuracy
 TO0467;SPC WA N     -   222,970.      731,490.      MT  (+/- 180 meters Scaled)
 TO0467
 TO0467                          SUPERSEDED SURVEY CONTROL
 TO0467
 TO0467  NGVD 29 (??/??/92)  405.649  (m)         1330.87   (f) ADJ UNCH    1 2
 TO0467
 TO0467.Superseded values are not recommended for survey control.
 TO0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0467.See file dsdata.txt to determine how the superseded data were derived.
 TO0467
 TO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ508235(NAD 83)
 TO0467_MARKER: DB = BENCH MARK DISK
 TO0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0467_SP_SET: MILE POLE
 TO0467_STAMPING: 1338 1942
 TO0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0467
 TO0467  HISTORY     - Date     Condition        Report By
 TO0467  HISTORY     - 1942     MONUMENTED       USGS
 TO0467
 TO0467                          STATION DESCRIPTION
 TO0467
 TO0467'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 TO0467'4.15 MI S FROM WANETA, CD.
 TO0467'ALONG THE GREAT NORTHERN RAILROAD, AT MILE POLE 136, 18 FEET NORTH OF
 TO0467'TRACK CENTERLINE, WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4249 ***********************************************************************
 RD4249  DESIGNATION -  13411
 RD4249  PID         -  RD4249
 RD4249  STATE/COUNTY-  WA/CLARK
 RD4249  USGS QUAD   -  MOUNT TABOR (1990)
 RD4249
 RD4249                         *CURRENT SURVEY CONTROL
 RD4249  ___________________________________________________________________
 RD4249* NAD 83(1986)-  45 37 07.     (N)    122 32 02.     (W)     SCALED    
 RD4249* NAVD 88     -        94.820  (meters)     311.09   (feet)  ADJUSTED  
 RD4249  ___________________________________________________________________
 RD4249  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD4249  DYNAMIC HT  -          94.820 (meters)     311.09  (feet)  COMP
 RD4249  MODELED GRAV-     980,613.9   (mgal)                       NAVD 88
 RD4249
 RD4249  VERT ORDER  -  SECOND    CLASS II
 RD4249
 RD4249.The horizontal coordinates were scaled from a topographic map and have
 RD4249.an estimated accuracy of +/- 6 seconds.
 RD4249
 RD4249.The orthometric height was determined by differential leveling
 RD4249.and adjusted by the National Geodetic Survey in April 1995..
 RD4249
 RD4249.The geoid height was determined by GEOID03.
 RD4249
 RD4249.The dynamic height is computed by dividing the NAVD 88
 RD4249.geopotential number by the normal gravity value computed on the
 RD4249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4249.degrees latitude (g = 980.6199 gals.).
 RD4249
 RD4249.The modeled gravity was interpolated from observed gravity values.
 RD4249
 RD4249;                    North         East    Units  Estimated Accuracy
 RD4249;SPC WA S     -    33,750.      341,380.      MT  (+/- 180 meters Scaled)
 RD4249
 RD4249                          SUPERSEDED SURVEY CONTROL
 RD4249
 RD4249  NGVD 29 (03/17/92)   93.771  (m)          307.65   (f) ADJUSTED    2 2
 RD4249
 RD4249.Superseded values are not recommended for survey control.
 RD4249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4249.See file dsdata.txt to determine how the superseded data were derived.
 RD4249
 RD4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER363517(NAD 83)
 RD4249_MARKER: DB = BENCH MARK DISK
 RD4249_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4249_SP_SET: IN CONCRETE CURB
 RD4249_STAMPING: 13411  1989
 RD4249_MARK LOGO: WA-011
 RD4249_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4249+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 RD4249
 RD4249  HISTORY     - Date     Condition        Report By
 RD4249  HISTORY     - 1989     MONUMENTED       WA-011
 RD4249  HISTORY     - 20040311 GOOD             USPSQD
 RD4249  HISTORY     - 20050425 GOOD             USPSQD
 RD4249  HISTORY     - 20060519 GOOD             USPSQD
 RD4249
 RD4249                          STATION DESCRIPTION
 RD4249
 RD4249'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4249'ALONG SE MILL PLAIN BLVD., ON SOUTH SIDE OF ROAD, APPROX. 1.6 KM
 RD4249'(1.0 MI) EAST OF INTERSECTION OF MILL PLAIN AND CHKALOV, 32 FT.
 RD4249'NORTHEAST OF NORTHWEST CORNER OF LARSON BAKERY-UNITED PROPERTY BLDG.
 RD4249'(CONCRETE BLOCK), 28 FT. EAST OF CURB DROP AT EAST EDGE OF DRIVEWAY TO
 RD4249'WEST OF SAME BLDG., IN CONCRETE CURB, SET 2 INCH DOMED BRASS DISK.
 RD4249
 RD4249                          STATION RECOVERY (2004)
 RD4249
 RD4249'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4249'RECOVERED IN GOOD CONDITION.
 RD4249
 RD4249                          STATION RECOVERY (2005)
 RD4249
 RD4249'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4249'RECOVERED IN GOOD CONDITION.
 RD4249
 RD4249                          STATION RECOVERY (2006)
 RD4249
 RD4249'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0078 ***********************************************************************
 TP0078  DESIGNATION -  1349
 TP0078  PID         -  TP0078
 TP0078  STATE/COUNTY-  WA/STEVENS
 TP0078  USGS QUAD   -  MARCUS (1979)
 TP0078
 TP0078                         *CURRENT SURVEY CONTROL
 TP0078  ___________________________________________________________________
 TP0078* NAD 83(1986)-  48 43 05.     (N)    118 01 55.     (W)     SCALED    
 TP0078* NAVD 88     -       410.171  (meters)    1345.70   (feet)  ADJUSTED  
 TP0078  ___________________________________________________________________
 TP0078  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TP0078  DYNAMIC HT  -         410.243 (meters)    1345.94  (feet)  COMP
 TP0078  MODELED GRAV-     980,774.7   (mgal)                       NAVD 88
 TP0078
 TP0078  VERT ORDER  -  FIRST     CLASS II
 TP0078
 TP0078.The horizontal coordinates were scaled from a topographic map and have
 TP0078.an estimated accuracy of +/- 6 seconds.
 TP0078
 TP0078.The orthometric height was determined by differential leveling
 TP0078.and adjusted by the National Geodetic Survey in June 1991..
 TP0078
 TP0078.The geoid height was determined by GEOID03.
 TP0078
 TP0078.The dynamic height is computed by dividing the NAVD 88
 TP0078.geopotential number by the normal gravity value computed on the
 TP0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0078.degrees latitude (g = 980.6199 gals.).
 TP0078
 TP0078.The modeled gravity was interpolated from observed gravity values.
 TP0078
 TP0078;                    North         East    Units  Estimated Accuracy
 TP0078;SPC WA N     -   194,780.      706,090.      MT  (+/- 180 meters Scaled)
 TP0078
 TP0078                          SUPERSEDED SURVEY CONTROL
 TP0078
 TP0078  NGVD 29 (??/??/92)  408.939  (m)         1341.66   (f) ADJ UNCH    1 2
 TP0078
 TP0078.Superseded values are not recommended for survey control.
 TP0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0078.See file dsdata.txt to determine how the superseded data were derived.
 TP0078
 TP0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP240966(NAD 83)
 TP0078_MARKER: DD = SURVEY DISK
 TP0078_SETTING: 0 = UNSPECIFIED SETTING
 TP0078_STAMPING: 1349
 TP0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0078
 TP0078  HISTORY     - Date     Condition        Report By
 TP0078  HISTORY     - UNK      MONUMENTED       USGS
 TP0078  HISTORY     - 1947     GOOD             NGS
 TP0078
 TP0078                          STATION DESCRIPTION
 TP0078
 TP0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 TP0078'10.69 MI N FROM KETTLE FALLS.
 TP0078'LOCATED ALONG GREAT NORTHERN RAILROAD, .30 MILE SOUTH OF MILE POST
 TP0078'107, 67 FEET WEST OF POINT WHERE RANCH ROAD CROSSES RAILROAD, 42 FEET
 TP0078'SOUTHWEST OF SOUTHWEST RAIL, 25 FEET NORTHWEST OF RANCH ROAD
 TP0078'CENTERLINE, WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0008 ***********************************************************************
 SB0008  DESIGNATION -  1350 T USGS
 SB0008  PID         -  SB0008
 SB0008  STATE/COUNTY-  WA/KITTITAS
 SB0008  USGS QUAD   -  WYMER (1953)
 SB0008
 SB0008                         *CURRENT SURVEY CONTROL
 SB0008  ___________________________________________________________________
 SB0008* NAD 83(1986)-  46 51 46.     (N)    120 28 48.     (W)     SCALED    
 SB0008* NAVD 88     -       412.534  (meters)    1353.46   (feet)  ADJUSTED  
 SB0008  ___________________________________________________________________
 SB0008  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 SB0008  DYNAMIC HT  -         412.538 (meters)    1353.47  (feet)  COMP
 SB0008  MODELED GRAV-     980,612.0   (mgal)                       NAVD 88
 SB0008
 SB0008  VERT ORDER  -  FIRST     CLASS II
 SB0008
 SB0008.The horizontal coordinates were scaled from a topographic map and have
 SB0008.an estimated accuracy of +/- 6 seconds.
 SB0008
 SB0008.The orthometric height was determined by differential leveling
 SB0008.and adjusted by the National Geodetic Survey in June 1991..
 SB0008
 SB0008.The geoid height was determined by GEOID03.
 SB0008
 SB0008.The dynamic height is computed by dividing the NAVD 88
 SB0008.geopotential number by the normal gravity value computed on the
 SB0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0008.degrees latitude (g = 980.6199 gals.).
 SB0008
 SB0008.The modeled gravity was interpolated from observed gravity values.
 SB0008
 SB0008;                    North         East    Units  Estimated Accuracy
 SB0008;SPC WA S     -   170,000.      501,530.      MT  (+/- 180 meters Scaled)
 SB0008
 SB0008                          SUPERSEDED SURVEY CONTROL
 SB0008
 SB0008  NGVD 29 (??/??/92)  411.438  (m)         1349.86   (f) ADJ UNCH    1 2
 SB0008
 SB0008.Superseded values are not recommended for survey control.
 SB0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0008.See file dsdata.txt to determine how the superseded data were derived.
 SB0008
 SB0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS920929(NAD 83)
 SB0008_MARKER: P = PIPE CAP
 SB0008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0008_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0008_STAMPING: ELEV 1350.112 FT 1350 T
 SB0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0008
 SB0008  HISTORY     - Date     Condition        Report By
 SB0008  HISTORY     - UNK      MONUMENTED       USGS
 SB0008  HISTORY     - 1944     GOOD             NGS
 SB0008
 SB0008                          STATION DESCRIPTION
 SB0008
 SB0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SB0008'4.1 MI N FROM WYMER.
 SB0008'4.1 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0008'WYMER, KITTITAS COUNTY, 9 RAILS SOUTH OF THE STATION SIGN AT UMTANUM,
 SB0008'53.6 FEET NORTH OF THE THIRD POLE SOUTH OF THE SIGNPOST, 39.6 FEET
 SB0008'WEST OF THE WEST RAIL OF THE MAIN TRACK, AND 18.8 FEET EAST OF THE
 SB0008'NORTH GATEPOST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 SB0008'STAMPED ELEV 1350.112 FT 1350 T AND RIVETED ON THE TOP OF A 3-1/2-INCH
 SB0008'IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0548 ***********************************************************************
 SW0548  DESIGNATION -  1351
 SW0548  PID         -  SW0548
 SW0548  STATE/COUNTY-  WA/GRANT
 SW0548  USGS QUAD   -  SOAP LAKE (1976)
 SW0548
 SW0548                         *CURRENT SURVEY CONTROL
 SW0548  ___________________________________________________________________
 SW0548* NAD 83(1986)-  47 25 55.     (N)    119 23 30.     (W)     SCALED    
 SW0548* NAVD 88     -       412.607  (meters)    1353.69   (feet)  ADJUSTED  
 SW0548  ___________________________________________________________________
 SW0548  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 SW0548  DYNAMIC HT  -         412.643 (meters)    1353.81  (feet)  COMP
 SW0548  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 SW0548
 SW0548  VERT ORDER  -  SECOND    CLASS 0
 SW0548
 SW0548.The horizontal coordinates were scaled from a topographic map and have
 SW0548.an estimated accuracy of +/- 6 seconds.
 SW0548
 SW0548.The orthometric height was determined by differential leveling
 SW0548.and adjusted by the National Geodetic Survey in June 1991..
 SW0548
 SW0548.The geoid height was determined by GEOID03.
 SW0548
 SW0548.The dynamic height is computed by dividing the NAVD 88
 SW0548.geopotential number by the normal gravity value computed on the
 SW0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0548.degrees latitude (g = 980.6199 gals.).
 SW0548
 SW0548.The modeled gravity was interpolated from observed gravity values.
 SW0548
 SW0548;                    North         East    Units  Estimated Accuracy
 SW0548;SPC WA S     -   233,860.      583,610.      MT  (+/- 180 meters Scaled)
 SW0548
 SW0548                          SUPERSEDED SURVEY CONTROL
 SW0548
 SW0548  NGVD 29 (??/??/92)  411.443  (m)         1349.88   (f) ADJ UNCH    2 0
 SW0548
 SW0548.Superseded values are not recommended for survey control.
 SW0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0548.See file dsdata.txt to determine how the superseded data were derived.
 SW0548
 SW0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN196559(NAD 83)
 SW0548_MARKER: P = PIPE CAP
 SW0548_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0548_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0548_STAMPING: 1351 T
 SW0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0548
 SW0548  HISTORY     - Date     Condition        Report By
 SW0548  HISTORY     - UNK      MONUMENTED       CGS
 SW0548  HISTORY     - 1968     GOOD             NGS
 SW0548
 SW0548                          STATION DESCRIPTION
 SW0548
 SW0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0548'3.4 MI N FROM ADRIAN.
 SW0548'MARK IS 1.35 MILES BY ROAD, NORTH OF THE INTERSECTION OF THE RAILROAD
 SW0548'AND STATE HIGHWAY 28, NEAR THE NORTH END OF A CURVE, AT THE NORTH END
 SW0548'OF A CUT, 75 FEET SOUTHWEST OF THE SOUTH END OF A 4-FOOT HIGH, 10-YARD
 SW0548'LONG RIDGE OF DIRT ON THE EAST SIDE OF THE TRACKS, 26 FEET EAST OF THE
 SW0548'CENTER OF THE ROAD, 20.5 FEET WEST OF THE WEST RAIL, 2 FEET HIGHER
 SW0548'THAN THE ROAD, 1 FOOT HIGHER THAN THE RAILROAD, A U.S. GEOLOGICAL
 SW0548'SURVEY B.M. CAP FASTENED TO A 3 1/2-INCH PIPE WHICH PROJECTS 1.4 FEET.
 SW0548'THE PIPE LEANS ABOUT 5 DEGREES TO THE SOUTHEAST. NOTE-- LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4286 ***********************************************************************
 RD4286  DESIGNATION -  13512
 RD4286  PID         -  RD4286
 RD4286  STATE/COUNTY-  WA/CLARK
 RD4286  USGS QUAD   -  ORCHARDS (1990)
 RD4286
 RD4286                         *CURRENT SURVEY CONTROL
 RD4286  ___________________________________________________________________
 RD4286* NAD 83(1986)-  45 43 12.     (N)    122 33 09.     (W)     SCALED    
 RD4286* NAVD 88     -        88.573  (meters)     290.59   (feet)  ADJUSTED  
 RD4286  ___________________________________________________________________
 RD4286  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RD4286  DYNAMIC HT  -          88.573 (meters)     290.59  (feet)  COMP
 RD4286  MODELED GRAV-     980,619.0   (mgal)                       NAVD 88
 RD4286
 RD4286  VERT ORDER  -  SECOND    CLASS II
 RD4286
 RD4286.The horizontal coordinates were scaled from a topographic map and have
 RD4286.an estimated accuracy of +/- 6 seconds.
 RD4286
 RD4286.The orthometric height was determined by differential leveling
 RD4286.and adjusted by the National Geodetic Survey in April 1995..
 RD4286
 RD4286.The geoid height was determined by GEOID03.
 RD4286
 RD4286.The dynamic height is computed by dividing the NAVD 88
 RD4286.geopotential number by the normal gravity value computed on the
 RD4286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4286.degrees latitude (g = 980.6199 gals.).
 RD4286
 RD4286.The modeled gravity was interpolated from observed gravity values.
 RD4286
 RD4286;                    North         East    Units  Estimated Accuracy
 RD4286;SPC WA S     -    45,060.      340,220.      MT  (+/- 180 meters Scaled)
 RD4286
 RD4286                          SUPERSEDED SURVEY CONTROL
 RD4286
 RD4286  NGVD 29 (03/17/92)   87.521  (m)          287.14   (f) ADJUSTED    2 2
 RD4286
 RD4286.Superseded values are not recommended for survey control.
 RD4286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4286.See file dsdata.txt to determine how the superseded data were derived.
 RD4286
 RD4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348630(NAD 83)
 RD4286_MARKER: DB = BENCH MARK DISK
 RD4286_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4286_SP_SET: TOP OF CURB
 RD4286_STAMPING: 13512  1990
 RD4286_MARK LOGO: WA-011
 RD4286_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4286+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 RD4286
 RD4286  HISTORY     - Date     Condition        Report By
 RD4286  HISTORY     - 1990     MONUMENTED       WA-011
 RD4286  HISTORY     - 20040419 GOOD             USPSQD
 RD4286  HISTORY     - 20050426 GOOD             USPSQD
 RD4286  HISTORY     - 20060523 GOOD             USPSQD
 RD4286
 RD4286                          STATION DESCRIPTION
 RD4286
 RD4286'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4286'IN TOP OF WEST CURB OF N.E. 117TH AVE (SR-503), 3.6 MILES NORTH OF
 RD4286'INTERSECTION OF SR-500, FOURTH PLAIN ROAD, AND SR-503, IN FRONT OF
 RD4286'RESIDENCE (MOBILE HOME) AT 13512 N.E. 117TH AVENUE, 45.5 FT (13.9 M)
 RD4286'NORTH OF POWER POLE NO. PUD 13795SET 2 1/2 IN DIAM DOMED BRASS
 RD4286'DISK
 RD4286
 RD4286                          STATION RECOVERY (2004)
 RD4286
 RD4286'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4286'RECOVERED IN GOOD CONDITION.
 RD4286
 RD4286                          STATION RECOVERY (2005)
 RD4286
 RD4286'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4286'RECOVERED IN GOOD CONDITION.
 RD4286
 RD4286                          STATION RECOVERY (2006)
 RD4286
 RD4286'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0463 ***********************************************************************
 TO0463  DESIGNATION -  1356
 TO0463  PID         -  TO0463
 TO0463  STATE/COUNTY-  WA/STEVENS
 TO0463  USGS QUAD   -  
 TO0463
 TO0463                         *CURRENT SURVEY CONTROL
 TO0463  ___________________________________________________________________
 TO0463* NAD 83(1986)-  49 00 02.     (N)    117 37 40.     (W)     SCALED    
 TO0463* NAVD 88     -       412.510  (meters)    1353.38   (feet)  ADJUSTED  
 TO0463  ___________________________________________________________________
 TO0463  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 TO0463  DYNAMIC HT  -         412.583 (meters)    1353.62  (feet)  COMP
 TO0463  MODELED GRAV-     980,774.7   (mgal)                       NAVD 88
 TO0463
 TO0463  VERT ORDER  -  FIRST     CLASS II
 TO0463
 TO0463.The horizontal coordinates were scaled from a topographic map and have
 TO0463.an estimated accuracy of +/- 6 seconds.
 TO0463
 TO0463.The orthometric height was determined by differential leveling
 TO0463.and adjusted by the National Geodetic Survey in June 1991..
 TO0463
 TO0463.The geoid height was determined by GEOID03.
 TO0463
 TO0463.The dynamic height is computed by dividing the NAVD 88
 TO0463.geopotential number by the normal gravity value computed on the
 TO0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0463.degrees latitude (g = 980.6199 gals.).
 TO0463
 TO0463.The modeled gravity was interpolated from observed gravity values.
 TO0463
 TO0463;                    North         East    Units  Estimated Accuracy
 TO0463;SPC WA N     -   227,330.      734,500.      MT  (+/- 180 meters Scaled)
 TO0463
 TO0463                          SUPERSEDED SURVEY CONTROL
 TO0463
 TO0463  NGVD 29 (??/??/92)  411.274  (m)         1349.32   (f) ADJ UNCH    1 2
 TO0463
 TO0463.Superseded values are not recommended for survey control.
 TO0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0463.See file dsdata.txt to determine how the superseded data were derived.
 TO0463
 TO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ540277(NAD 83)
 TO0463_MARKER: P = PIPE CAP
 TO0463_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0463_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TO0463_STAMPING: 1356
 TO0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0463
 TO0463  HISTORY     - Date     Condition        Report By
 TO0463  HISTORY     - UNK      MONUMENTED       USGS
 TO0463  HISTORY     - 1947     GOOD             CGS
 TO0463
 TO0463                          STATION DESCRIPTION
 TO0463
 TO0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 TO0463'1.4 MI S FROM WANETA, CD.
 TO0463'ALONG THE GREAT NORTHERN RAILWAY, 9 FEET WEST OF TRACK, 1 FOOT BELOW
 TO0463'TRACK LEVEL 0.2 MILE NORTH OF WOOD RR TRESTLE, WITNESS POST SET.  5
 TO0463'FEET EAST OF INTERNATIONAL BOUNDARY MONUMENT NO. 181, MARK PROJECTS 1
 TO0463'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0622 ***********************************************************************
 TR0622  DESIGNATION -  1358 J
 TR0622  PID         -  TR0622
 TR0622  STATE/COUNTY-  WA/WHATCOM
 TR0622  USGS QUAD   -  
 TR0622
 TR0622                         *CURRENT SURVEY CONTROL
 TR0622  ___________________________________________________________________
 TR0622* NAD 83(1986)-  49 00 07.     (N)    122 45 27.     (W)     SCALED    
 TR0622* NAVD 88     -         8.805  (meters)      28.89   (feet)  ADJUSTED  
 TR0622  ___________________________________________________________________
 TR0622  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 TR0622  DYNAMIC HT  -           8.808 (meters)      28.90  (feet)  COMP
 TR0622  MODELED GRAV-     980,915.6   (mgal)                       NAVD 88
 TR0622
 TR0622  VERT ORDER  -  FIRST     CLASS I
 TR0622
 TR0622.The horizontal coordinates were scaled from a topographic map and have
 TR0622.an estimated accuracy of +/- 6 seconds.
 TR0622
 TR0622.The orthometric height was determined by differential leveling
 TR0622.and adjusted by the National Geodetic Survey in June 1991..
 TR0622
 TR0622.The geoid height was determined by GEOID03.
 TR0622
 TR0622.The dynamic height is computed by dividing the NAVD 88
 TR0622.geopotential number by the normal gravity value computed on the
 TR0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0622.degrees latitude (g = 980.6199 gals.).
 TR0622
 TR0622.The modeled gravity was interpolated from observed gravity values.
 TR0622
 TR0622;                    North         East    Units  Estimated Accuracy
 TR0622;SPC WA N     -   224,360.      359,220.      MT  (+/- 180 meters Scaled)
 TR0622
 TR0622                          SUPERSEDED SURVEY CONTROL
 TR0622
 TR0622  NGVD 29 (??/??/92)    7.574  (m)           24.85   (f) ADJ UNCH    1 1
 TR0622
 TR0622.Superseded values are not recommended for survey control.
 TR0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0622.See file dsdata.txt to determine how the superseded data were derived.
 TR0622
 TR0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV177277(NAD 83)
 TR0622_MARKER: DD = SURVEY DISK
 TR0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0622_SP_SET: CONCRETE BASE
 TR0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0622
 TR0622  HISTORY     - Date     Condition        Report By
 TR0622  HISTORY     - UNK      MONUMENTED       GSC
 TR0622  HISTORY     - 1973     GOOD             NGS
 TR0622  HISTORY     - 1988     GOOD             USPSQD
 TR0622
 TR0622                          STATION DESCRIPTION
 TR0622
 TR0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0622'IN BLAINE.
 TR0622'AT BLAINE, AT THE INTERNATIONAL BOUNDARY, 0.15 MILE NORTH OF THE U.S.
 TR0622'CUSTOMS AND IMIGRATION INSPECTION STATION, SET VERTICALLY IN THE NORTH
 TR0622'FACE OF THE NORTHWEST CONCRETE BASE FOR A LEG OF A LIGHT TOWER ON THE
 TR0622'BOUNDARY, 33 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND LANES OF
 TR0622'THE HIGHWAY, 11 FEET NORTHWEST OF BENCH MARK A 454, AND ABOUT 0.4 FOOT
 TR0622'ABOVE THE GROUND.
 TR0622
 TR0622                          STATION RECOVERY (1988)
 TR0622
 TR0622'RECOVERY NOTE BY US POWER SQUADRON 1988 (SG)
 TR0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0161 ***********************************************************************
 SA0161  DESIGNATION -  1361
 SA0161  PID         -  SA0161
 SA0161  STATE/COUNTY-  WA/COLUMBIA
 SA0161  USGS QUAD   -  HUNTSVILLE (1967)
 SA0161
 SA0161                         *CURRENT SURVEY CONTROL
 SA0161  ___________________________________________________________________
 SA0161* NAD 83(1986)-  46 17 20.     (N)    118 05 39.     (W)     SCALED    
 SA0161* NAVD 88     -       415.752  (meters)    1364.01   (feet)  POSTED    
 SA0161  ___________________________________________________________________
 SA0161  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 SA0161  DYNAMIC HT  -         415.730 (meters)    1363.94  (feet)  COMP
 SA0161  MODELED GRAV-     980,552.3   (mgal)                       NAVD 88
 SA0161
 SA0161  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SA0161
 SA0161.The horizontal coordinates were scaled from a topographic map and have
 SA0161.an estimated accuracy of +/- 6 seconds.
 SA0161
 SA0161.The orthometric height was determined by differential leveling
 SA0161.and adjusted by the National Geodetic Survey in 1992..
 SA0161.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SA0161.rate of 1.1 thru 2.0 mm/km.
 SA0161
 SA0161.The geoid height was determined by GEOID03.
 SA0161
 SA0161.The dynamic height is computed by dividing the NAVD 88
 SA0161.geopotential number by the normal gravity value computed on the
 SA0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0161.degrees latitude (g = 980.6199 gals.).
 SA0161
 SA0161.The modeled gravity was interpolated from observed gravity values.
 SA0161
 SA0161;                    North         East    Units  Estimated Accuracy
 SA0161;SPC WA S     -   109,040.      685,350.      MT  (+/- 180 meters Scaled)
 SA0161
 SA0161                          SUPERSEDED SURVEY CONTROL
 SA0161
 SA0161  NGVD 29 (??/??/92)  414.76   (m)         1360.8    (f) COMPUTED    1 2
 SA0161
 SA0161.Superseded values are not recommended for survey control.
 SA0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0161.See file dsdata.txt to determine how the superseded data were derived.
 SA0161
 SA0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM157267(NAD 83)
 SA0161_MARKER: DD = SURVEY DISK
 SA0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0161_SP_SET: CULVERT
 SA0161_STAMPING: 1361 1926
 SA0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0161
 SA0161  HISTORY     - Date     Condition        Report By
 SA0161  HISTORY     - 1926     MONUMENTED       PG+E
 SA0161  HISTORY     - 1964     MARK NOT FOUND   NGS
 SA0161  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA0161
 SA0161                          STATION DESCRIPTION
 SA0161
 SA0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SA0161'3.7 MI NE FROM WAITSBURG.
 SA0161'IT WAS TO HAVE BEEN 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 410 FROM
 SA0161'THE UNION PACIFIC RAILROAD STATION AT WAITSBURG, WALLA WALLA COUNTY,
 SA0161'AT A CONCRETE CULVERT, UNDER THE HIGHWAY, AT THE SOUTHEAST CORNER OF
 SA0161'THE NORTH WALL IN THE CONCRETE PAVEMENT, AND 6 INCHES EAST OF THE
 SA0161'SOUTHEAST CORNER OF THE CURB.  A PACIFIC POWER AND LIGHT CO. STANDARD
 SA0161'DISK, STAMPED 1361 1926.  NOTE-- THIS IS NOT THE ORIGINAL CULVERT AND
 SA0161'THE DISK MAY HAVE BEEN DESTROYED.
 SA0161
 SA0161                          STATION RECOVERY (1967)
 SA0161
 SA0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0538 ***********************************************************************
 SA0538  DESIGNATION -  1362 T
 SA0538  PID         -  SA0538
 SA0538  STATE/COUNTY-  WA/ADAMS
 SA0538  USGS QUAD   -  LIND (1970)
 SA0538
 SA0538                         *CURRENT SURVEY CONTROL
 SA0538  ___________________________________________________________________
 SA0538* NAD 83(1986)-  46 58 13.     (N)    118 36 54.     (W)     SCALED    
 SA0538* NAVD 88     -       415.788  (meters)    1364.13   (feet)  ADJUSTED  
 SA0538  ___________________________________________________________________
 SA0538  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SA0538  DYNAMIC HT  -         415.808 (meters)    1364.20  (feet)  COMP
 SA0538  MODELED GRAV-     980,648.8   (mgal)                       NAVD 88
 SA0538
 SA0538  VERT ORDER  -  FIRST     CLASS II
 SA0538
 SA0538.The horizontal coordinates were scaled from a topographic map and have
 SA0538.an estimated accuracy of +/- 6 seconds.
 SA0538
 SA0538.The orthometric height was determined by differential leveling
 SA0538.and adjusted by the National Geodetic Survey in June 1991..
 SA0538
 SA0538.The geoid height was determined by GEOID03.
 SA0538
 SA0538.The dynamic height is computed by dividing the NAVD 88
 SA0538.geopotential number by the normal gravity value computed on the
 SA0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0538.degrees latitude (g = 980.6199 gals.).
 SA0538
 SA0538.The modeled gravity was interpolated from observed gravity values.
 SA0538
 SA0538;                    North         East    Units  Estimated Accuracy
 SA0538;SPC WA S     -   183,660.      643,420.      MT  (+/- 180 meters Scaled)
 SA0538
 SA0538                          SUPERSEDED SURVEY CONTROL
 SA0538
 SA0538  NGVD 29 (??/??/92)  414.674  (m)         1360.48   (f) ADJ UNCH    1 2
 SA0538
 SA0538.Superseded values are not recommended for survey control.
 SA0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0538.See file dsdata.txt to determine how the superseded data were derived.
 SA0538
 SA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN771031(NAD 83)
 SA0538_MARKER: P = PIPE CAP
 SA0538_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0538_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0538
 SA0538  HISTORY     - Date     Condition        Report By
 SA0538  HISTORY     - UNK      MONUMENTED       USGS
 SA0538  HISTORY     - 1944     GOOD             NGS
 SA0538
 SA0538                          STATION DESCRIPTION
 SA0538
 SA0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SA0538'IN LIND.
 SA0538'AT LIND, AT THE NORTHERN PACIFIC RAILWAY WATER TANK, ABOUT 250 FEET
 SA0538'SOUTHEAST OF THE STATION, 60 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 SA0538'TRACK, 5 FEET SOUTH OF THE SOUTHEAST LEG OF THE WATER TANK, PROJECTING
 SA0538'1.2 FEET.  A BRONZE CAP ON THE TOP OF A 3 1/2 INCH IRON PIPE. NOTE--
 SA0538'USE ELEVATION WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1177 ***********************************************************************
 RZ1177  DESIGNATION -  1366
 RZ1177  PID         -  RZ1177
 RZ1177  STATE/COUNTY-  WA/GARFIELD
 RZ1177  USGS QUAD   -  DODGE (1981)
 RZ1177
 RZ1177                         *CURRENT SURVEY CONTROL
 RZ1177  ___________________________________________________________________
 RZ1177* NAD 83(1986)-  46 30 07.     (N)    117 46 35.     (W)     SCALED    
 RZ1177* NAVD 88     -       417.291  (meters)    1369.06   (feet)  ADJUSTED  
 RZ1177  ___________________________________________________________________
 RZ1177  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 RZ1177  DYNAMIC HT  -         417.281 (meters)    1369.03  (feet)  COMP
 RZ1177  MODELED GRAV-     980,578.3   (mgal)                       NAVD 88
 RZ1177
 RZ1177  VERT ORDER  -  FIRST     CLASS I
 RZ1177
 RZ1177.The horizontal coordinates were scaled from a topographic map and have
 RZ1177.an estimated accuracy of +/- 6 seconds.
 RZ1177
 RZ1177.The orthometric height was determined by differential leveling
 RZ1177.and adjusted by the National Geodetic Survey in June 1991..
 RZ1177.WARNING-Repeat measurements at this control monument indicate possible
 RZ1177.vertical movement.
 RZ1177
 RZ1177.The geoid height was determined by GEOID03.
 RZ1177
 RZ1177.The dynamic height is computed by dividing the NAVD 88
 RZ1177.geopotential number by the normal gravity value computed on the
 RZ1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1177.degrees latitude (g = 980.6199 gals.).
 RZ1177
 RZ1177.The modeled gravity was interpolated from observed gravity values.
 RZ1177
 RZ1177;                    North         East    Units  Estimated Accuracy
 RZ1177;SPC WA S     -   133,500.      709,010.      MT  (+/- 180 meters Scaled)
 RZ1177
 RZ1177                          SUPERSEDED SURVEY CONTROL
 RZ1177
 RZ1177  NGVD 29 (??/??/92)  416.318  (m)         1365.87   (f) ADJ UNCH    1 1
 RZ1177
 RZ1177.Superseded values are not recommended for survey control.
 RZ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1177.See file dsdata.txt to determine how the superseded data were derived.
 RZ1177
 RZ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM404501(NAD 83)
 RZ1177_MARKER: DD = SURVEY DISK
 RZ1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1177_STAMPING: 1366 WASH 1915
 RZ1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1177+STABILITY: SURFACE MOTION
 RZ1177
 RZ1177  HISTORY     - Date     Condition        Report By
 RZ1177  HISTORY     - 1915     MONUMENTED       USGS
 RZ1177  HISTORY     - 1968     GOOD             NGS
 RZ1177
 RZ1177                          STATION DESCRIPTION
 RZ1177
 RZ1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1177'9.8 MI NW FROM POMEROY.
 RZ1177'9.8 MILES NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RZ1177'POMEROY, 0.3 MILE NORTHWEST OF MILEPOST 394, AT UNION PACIFIC RAILROAD
 RZ1177'HOUSER SIDING AND POMEROY GRAIN GROWERS INC. ELEVATOR, 170 FEET
 RZ1177'SOUTHWEST AND ACROSS THE TRACKS FROM THE CENTER LINE OF THE HIGHWAY,
 RZ1177'45.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 77.0 FEET
 RZ1177'SOUTH-SOUTHWEST OF THE WEST CORNER OF THE GRAIN ELEVATOR, 47 1/2 FEET
 RZ1177'SOUTHEAST OF POWER POLE 231101 WITH TWO TRANSFORMERS, 49 FEET WEST OF
 RZ1177'HOUSER SIDING SIGN, 0.5 FOOT NORTHEAST OF A FENCE, 1.0 NORTHWEST OF A
 RZ1177'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 RZ1177'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4276 ***********************************************************************
 RD4276  DESIGNATION -  13701
 RD4276  PID         -  RD4276
 RD4276  STATE/COUNTY-  WA/CLARK
 RD4276  USGS QUAD   -  BATTLE GROUND (1990)
 RD4276
 RD4276                         *CURRENT SURVEY CONTROL
 RD4276  ___________________________________________________________________
 RD4276* NAD 83(1986)-  45 46 51.     (N)    122 32 01.     (W)     SCALED    
 RD4276* NAVD 88     -        89.740  (meters)     294.42   (feet)  ADJUSTED  
 RD4276  ___________________________________________________________________
 RD4276  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 RD4276  DYNAMIC HT  -          89.740 (meters)     294.42  (feet)  COMP
 RD4276  MODELED GRAV-     980,613.8   (mgal)                       NAVD 88
 RD4276
 RD4276  VERT ORDER  -  SECOND    CLASS II
 RD4276
 RD4276.The horizontal coordinates were scaled from a topographic map and have
 RD4276.an estimated accuracy of +/- 6 seconds.
 RD4276
 RD4276.The orthometric height was determined by differential leveling
 RD4276.and adjusted by the National Geodetic Survey in April 1995..
 RD4276
 RD4276.The geoid height was determined by GEOID03.
 RD4276
 RD4276.The dynamic height is computed by dividing the NAVD 88
 RD4276.geopotential number by the normal gravity value computed on the
 RD4276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4276.degrees latitude (g = 980.6199 gals.).
 RD4276
 RD4276.The modeled gravity was interpolated from observed gravity values.
 RD4276
 RD4276;                    North         East    Units  Estimated Accuracy
 RD4276;SPC WA S     -    51,780.      341,870.      MT  (+/- 180 meters Scaled)
 RD4276
 RD4276                          SUPERSEDED SURVEY CONTROL
 RD4276
 RD4276  NGVD 29 (03/17/92)   88.685  (m)          290.96   (f) ADJUSTED    2 2
 RD4276
 RD4276.Superseded values are not recommended for survey control.
 RD4276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4276.See file dsdata.txt to determine how the superseded data were derived.
 RD4276
 RD4276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER362698(NAD 83)
 RD4276_MARKER: DB = BENCH MARK DISK
 RD4276_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4276_SP_SET: TOP OF CURB
 RD4276_STAMPING: 13701 1990
 RD4276_MARK LOGO: WA-011
 RD4276_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4276
 RD4276  HISTORY     - Date     Condition        Report By
 RD4276  HISTORY     - 1990     MONUMENTED       WA-011
 RD4276  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 RD4276
 RD4276                          STATION DESCRIPTION
 RD4276
 RD4276'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4276'IN CITY OF BATTLE GROUND IN TOP OF SOUTH CURB OF E. MAIN STREET (N.E.
 RD4276'219TH ST) 50 FT (15.2 M) EAST OF THE CENTERLINE OF DOGWOOD AVE.SET 2
 RD4276'1/2 IN DIAM DOMED BRASS DISK
 RD4276
 RD4276                          STATION RECOVERY (2002)
 RD4276
 RD4276'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RD4276'DOGWOOD AVENUE IS NOW SE 4TH AVENUE. FOUND HOLE IN CURB, BRASS DISC
 RD4276'MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0788 ***********************************************************************
 SX0788  DESIGNATION -  1373
 SX0788  PID         -  SX0788
 SX0788  STATE/COUNTY-  WA/KING
 SX0788  USGS QUAD   -  NAGROM (1986)
 SX0788
 SX0788                         *CURRENT SURVEY CONTROL
 SX0788  ___________________________________________________________________
 SX0788* NAD 83(1986)-  47 13 29.     (N)    121 36 30.     (W)     SCALED    
 SX0788* NAVD 88     -       419.613  (meters)    1376.68   (feet)  ADJUSTED  
 SX0788  ___________________________________________________________________
 SX0788  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 SX0788  DYNAMIC HT  -         419.620 (meters)    1376.70  (feet)  COMP
 SX0788  MODELED GRAV-     980,618.2   (mgal)                       NAVD 88
 SX0788
 SX0788  VERT ORDER  -  FIRST     CLASS II
 SX0788
 SX0788.The horizontal coordinates were scaled from a topographic map and have
 SX0788.an estimated accuracy of +/- 6 seconds.
 SX0788
 SX0788.The orthometric height was determined by differential leveling
 SX0788.and adjusted by the National Geodetic Survey in June 1991..
 SX0788
 SX0788.The geoid height was determined by GEOID03.
 SX0788
 SX0788.The dynamic height is computed by dividing the NAVD 88
 SX0788.geopotential number by the normal gravity value computed on the
 SX0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0788.degrees latitude (g = 980.6199 gals.).
 SX0788
 SX0788.The modeled gravity was interpolated from observed gravity values.
 SX0788
 SX0788;                    North         East    Units  Estimated Accuracy
 SX0788;SPC WA N     -    25,280.      441,300.      MT  (+/- 180 meters Scaled)
 SX0788
 SX0788                          SUPERSEDED SURVEY CONTROL
 SX0788
 SX0788  NGVD 29 (??/??/92)  418.470  (m)         1372.93   (f) ADJ UNCH    1 2
 SX0788
 SX0788.Superseded values are not recommended for survey control.
 SX0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0788.See file dsdata.txt to determine how the superseded data were derived.
 SX0788
 SX0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT053310(NAD 83)
 SX0788_MARKER: N = NAIL
 SX0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0788_SP_SET: ABUTMENT
 SX0788_MARK LOGO: USGS  
 SX0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0788
 SX0788  HISTORY     - Date     Condition        Report By
 SX0788  HISTORY     - UNK      MONUMENTED       USGS
 SX0788  HISTORY     - 1944     GOOD             NGS
 SX0788  HISTORY     - 1982     GOOD             NGS
 SX0788
 SX0788                          STATION DESCRIPTION
 SX0788
 SX0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX0788'1.2 MI SE FROM MAYWOOD.
 SX0788'1.2 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0788'STATION AT MAYWOOD, KING COUNTY, 0.3 MILE SOUTHEAST OF MILEPOST 66, AT
 SX0788'STEEL GIRDER BRIDGE NO. 65 OVER SMAY CREEK, IN THE NORTHEAST CORNER OF
 SX0788'THE NORTHWEST ABUTMENT, 7.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 0.5
 SX0788'FOOT NORTHWEST OF THE SOUTHEAST EDGE OF THE ABUTMENT, AND 0.2 FOOT
 SX0788'SOUTHWEST OF THE NORTHEAST END.  A UNITED STATES GEOLOGICAL SURVEY
 SX0788'STANDARD COPPER NAIL AND WASHER.
 SX0788
 SX0788                          STATION RECOVERY (1982)
 SX0788
 SX0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0788'10.9 KM (6.8 MI) WEST ALONG SERVICE ROAD 212 FROM THE SCHOOL IN
 SX0788'LESTER, THENCE 0.1 KM (0.05 MI) WEST ALONG SERVICE ROAD 5530, THENCE
 SX0788'0.3 KM (0.2 MI) SOUTHWEST ALONG A DIRT ROAD, THENCE 0.5 KM (0.3 MI)
 SX0788'SSUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD, AT BRIDGE 65 OVER THE
 SX0788'SMAY RIVER, IN TOP OF THE NORTHWEST ABUTMENT, AND 0.1 METER (0.2 FT)
 SX0788'SOUTHWEST OF THE NORTHEAST END, 2.3 METERS (7.8 FT) NORTHEAST OF THE
 SX0788'NORTHEAST RAIL.
 SX0788'THE MARK IS 0.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1084 ***********************************************************************
 RC1084  DESIGNATION -  1375.9
 RC1084  PID         -  RC1084
 RC1084  STATE/COUNTY-  WA/KLICKITAT
 RC1084  USGS QUAD   -  QUIGLEY BUTTE (1983)
 RC1084
 RC1084                         *CURRENT SURVEY CONTROL
 RC1084  ___________________________________________________________________
 RC1084* NAD 83(1986)-  45 54 59.     (N)    121 29 56.     (W)     SCALED    
 RC1084* NAVD 88     -       420.249  (meters)    1378.77   (feet)  ADJUSTED  
 RC1084  ___________________________________________________________________
 RC1084  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 RC1084  DYNAMIC HT  -         420.228 (meters)    1378.70  (feet)  COMP
 RC1084  MODELED GRAV-     980,552.2   (mgal)                       NAVD 88
 RC1084
 RC1084  VERT ORDER  -  SECOND    CLASS 0
 RC1084
 RC1084.The horizontal coordinates were scaled from a topographic map and have
 RC1084.an estimated accuracy of +/- 6 seconds.
 RC1084
 RC1084.The orthometric height was determined by differential leveling
 RC1084.and adjusted by the National Geodetic Survey in June 1991..
 RC1084
 RC1084.The geoid height was determined by GEOID03.
 RC1084
 RC1084.The dynamic height is computed by dividing the NAVD 88
 RC1084.geopotential number by the normal gravity value computed on the
 RC1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1084.degrees latitude (g = 980.6199 gals.).
 RC1084
 RC1084.The modeled gravity was interpolated from observed gravity values.
 RC1084
 RC1084;                    North         East    Units  Estimated Accuracy
 RC1084;SPC WA S     -    65,300.      422,510.      MT  (+/- 180 meters Scaled)
 RC1084
 RC1084                          SUPERSEDED SURVEY CONTROL
 RC1084
 RC1084  NGVD 29 (??/??/92)  419.212  (m)         1375.36   (f) ADJ UNCH    2 0
 RC1084
 RC1084.Superseded values are not recommended for survey control.
 RC1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1084.See file dsdata.txt to determine how the superseded data were derived.
 RC1084
 RC1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR164858(NAD 83)
 RC1084_MARKER: O = CHISELED CIRCLE
 RC1084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1084_SP_SET: BRIDGE
 RC1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1084
 RC1084  HISTORY     - Date     Condition        Report By
 RC1084  HISTORY     - UNK      MONUMENTED       USGS
 RC1084  HISTORY     - 1968     GOOD             NGS
 RC1084
 RC1084                          STATION DESCRIPTION
 RC1084
 RC1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1084'7.0 MI S FROM TROUT LAKE.
 RC1084'THE MARK IS IN SEC 13, T5N, R10E.  IT IS 7.0 MILES SOUTHEAST ALONG
 RC1084'STATE HIGHWAY 141 FROM THE MOUNT ADAMS RANGER STATION AT TROUT LAKE.
 RC1084'AT AN 18-FOOT LONG CONCRETE HEADWALL OF A SMALL BRIDGE.  THE HIGH
 RC1084'POINT IN A CHISELED CIRCLE AT THE SOUTH END OF THE WEST HEADWALL.
 RC1084'THREE INCHES SOUTHWEST OF THE 1 IN THE BLACK NUMBERS 1375.9 WHICH ARE
 RC1084'ON THE SOUTH END OF THE HEADWALL.  MARK IS ABOUT LEVEL WITH THE
 RC1084'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4277 ***********************************************************************
 RD4277  DESIGNATION -  13971
 RD4277  PID         -  RD4277
 RD4277  STATE/COUNTY-  WA/CLARK
 RD4277  USGS QUAD   -  BATTLE GROUND (1990)
 RD4277
 RD4277                         *CURRENT SURVEY CONTROL
 RD4277  ___________________________________________________________________
 RD4277* NAD 83(1986)-  45 46 51.     (N)    122 31 45.     (W)     SCALED    
 RD4277* NAVD 88     -        90.963  (meters)     298.43   (feet)  ADJUSTED  
 RD4277  ___________________________________________________________________
 RD4277  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 RD4277  DYNAMIC HT  -          90.963 (meters)     298.43  (feet)  COMP
 RD4277  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 RD4277
 RD4277  VERT ORDER  -  SECOND    CLASS II
 RD4277
 RD4277.The horizontal coordinates were scaled from a topographic map and have
 RD4277.an estimated accuracy of +/- 6 seconds.
 RD4277
 RD4277.The orthometric height was determined by differential leveling
 RD4277.and adjusted by the National Geodetic Survey in April 1995..
 RD4277
 RD4277.The geoid height was determined by GEOID03.
 RD4277
 RD4277.The dynamic height is computed by dividing the NAVD 88
 RD4277.geopotential number by the normal gravity value computed on the
 RD4277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4277.degrees latitude (g = 980.6199 gals.).
 RD4277
 RD4277.The modeled gravity was interpolated from observed gravity values.
 RD4277
 RD4277;                    North         East    Units  Estimated Accuracy
 RD4277;SPC WA S     -    51,770.      342,210.      MT  (+/- 180 meters Scaled)
 RD4277
 RD4277                          SUPERSEDED SURVEY CONTROL
 RD4277
 RD4277  NGVD 29 (03/17/92)   89.907  (m)          294.97   (f) ADJUSTED    2 2
 RD4277
 RD4277.Superseded values are not recommended for survey control.
 RD4277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4277.See file dsdata.txt to determine how the superseded data were derived.
 RD4277
 RD4277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER366698(NAD 83)
 RD4277_MARKER: DB = BENCH MARK DISK
 RD4277_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4277_SP_SET: TOP OF CURB
 RD4277_STAMPING: 13971 1990
 RD4277_MARK LOGO: WA-011
 RD4277_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4277+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 RD4277
 RD4277  HISTORY     - Date     Condition        Report By
 RD4277  HISTORY     - 1990     MONUMENTED       WA-011
 RD4277  HISTORY     - 20020317 GOOD             USPSQD
 RD4277  HISTORY     - 20050416 GOOD             USPSQD
 RD4277  HISTORY     - 20060806 GOOD             USPSQD
 RD4277
 RD4277                          STATION DESCRIPTION
 RD4277
 RD4277'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4277'IN CITY OF BATTLEGROUND, IN TOP OF SOUTH CURB OF E. MAIN STREET (N.E.
 RD4277'219TH ST) 75 FT (22.9 M) EAST OF THE CENTERLINE OF N. GRACE AVENUE,
 RD4277'82 FT (25.0 M) WEST OF THE CENTERLINE OF S. GRACE AVENUE, JUST WEST
 RD4277'OF THE INTERSECTION OF E. MAIN STREET WITH THE CHELATCHIE PRAIRIE
 RD4277'RAILROADSET 2 1/2 IN DIAM DOMED BRASS DISK
 RD4277
 RD4277                          STATION RECOVERY (2002)
 RD4277
 RD4277'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RD4277'RECOVERED IN GOOD CONDITION.
 RD4277
 RD4277                          STATION RECOVERY (2005)
 RD4277
 RD4277'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4277'RECOVERED IN GOOD CONDITION.
 RD4277
 RD4277                          STATION RECOVERY (2006)
 RD4277
 RD4277'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0690 ***********************************************************************
 TP0690  DESIGNATION -  14 AA
 TP0690  PID         -  TP0690
 TP0690  STATE/COUNTY-  WA/OKANOGAN
 TP0690  USGS QUAD   -  CORRAL BUTTE (1981)
 TP0690
 TP0690                         *CURRENT SURVEY CONTROL
 TP0690  ___________________________________________________________________
 TP0690* NAD 83(1986)-  48 48 17.     (N)    119 57 37.     (W)     SCALED    
 TP0690* NAVD 88     -      1834.007  (meters)    6017.07   (feet)  ADJUSTED  
 TP0690  ___________________________________________________________________
 TP0690  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TP0690  DYNAMIC HT  -        1833.855 (meters)    6016.57  (feet)  COMP
 TP0690  MODELED GRAV-     980,460.6   (mgal)                       NAVD 88
 TP0690
 TP0690  VERT ORDER  -  SECOND    CLASS 0
 TP0690
 TP0690.The horizontal coordinates were scaled from a topographic map and have
 TP0690.an estimated accuracy of +/- 6 seconds.
 TP0690
 TP0690.The orthometric height was determined by differential leveling
 TP0690.and adjusted by the National Geodetic Survey in June 1991..
 TP0690
 TP0690.The geoid height was determined by GEOID03.
 TP0690
 TP0690.The dynamic height is computed by dividing the NAVD 88
 TP0690.geopotential number by the normal gravity value computed on the
 TP0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0690.degrees latitude (g = 980.6199 gals.).
 TP0690
 TP0690.The modeled gravity was interpolated from observed gravity values.
 TP0690
 TP0690;                    North         East    Units  Estimated Accuracy
 TP0690;SPC WA N     -   201,030.      564,130.      MT  (+/- 180 meters Scaled)
 TP0690
 TP0690                          SUPERSEDED SURVEY CONTROL
 TP0690
 TP0690  NGVD 29 (??/??/92) 1832.499  (m)         6012.12   (f) ADJ UNCH    2 0
 TP0690
 TP0690.Superseded values are not recommended for survey control.
 TP0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0690.See file dsdata.txt to determine how the superseded data were derived.
 TP0690
 TP0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ826099(NAD 83)
 TP0690_MARKER: DD = SURVEY DISK
 TP0690_SETTING: 66 = SET IN ROCK OUTCROP
 TP0690_SP_SET: GRANITE OUTCROP
 TP0690_STAMPING: 14 AA 1954 6012
 TP0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0690+STABILITY: POSITION/ELEVATION WELL
 TP0690
 TP0690  HISTORY     - Date     Condition        Report By
 TP0690  HISTORY     - 1954     MONUMENTED       USGS
 TP0690  HISTORY     - 1959     GOOD             NGS
 TP0690
 TP0690                          STATION DESCRIPTION
 TP0690
 TP0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0690'30.2 MI W FROM LOOMIS.
 TP0690'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0690'LOOMIS, THENCE 28.05 MILES WEST AND SOUTH ALONG A GRAVEL ROAD, 0.12
 TP0690'MILE NORTH OF AN 18-INCH PIPE CULVERT UNDER THE ROAD, IN TOP OF A
 TP0690'MASSIVE GRANITE OUTCROP WHICH PROJECT ABOUT 6 FEET ABOVE THE GROUND,
 TP0690'27 FEET (SLOPE MEASUREMENT) WEST OF THE CENTER LINE OF THE ROAD, 6.2
 TP0690'FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 20 FEET HIGHER THAN THE
 TP0690'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0396 ***********************************************************************
 SB0396  DESIGNATION -  1/4 CORNER RM USGLO
 SB0396  PID         -  SB0396
 SB0396  STATE/COUNTY-  WA/YAKIMA
 SB0396  USGS QUAD   -  WAPATO (1985)
 SB0396
 SB0396                         *CURRENT SURVEY CONTROL
 SB0396  ___________________________________________________________________
 SB0396* NAD 83(1986)-  46 22 31.     (N)    120 26 58.     (W)     SCALED    
 SB0396* NAVD 88     -       244.373  (meters)     801.75   (feet)  ADJUSTED  
 SB0396  ___________________________________________________________________
 SB0396  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SB0396  DYNAMIC HT  -         244.373 (meters)     801.75  (feet)  COMP
 SB0396  MODELED GRAV-     980,608.8   (mgal)                       NAVD 88
 SB0396
 SB0396  VERT ORDER  -  SECOND    CLASS 0
 SB0396
 SB0396.The horizontal coordinates were scaled from a topographic map and have
 SB0396.an estimated accuracy of +/- 6 seconds.
 SB0396
 SB0396.The orthometric height was determined by differential leveling
 SB0396.and adjusted by the National Geodetic Survey in June 1991..
 SB0396
 SB0396.The geoid height was determined by GEOID03.
 SB0396
 SB0396.The dynamic height is computed by dividing the NAVD 88
 SB0396.geopotential number by the normal gravity value computed on the
 SB0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0396.degrees latitude (g = 980.6199 gals.).
 SB0396
 SB0396.The modeled gravity was interpolated from observed gravity values.
 SB0396
 SB0396;                    North         East    Units  Estimated Accuracy
 SB0396;SPC WA S     -   115,810.      503,890.      MT  (+/- 180 meters Scaled)
 SB0396
 SB0396                          SUPERSEDED SURVEY CONTROL
 SB0396
 SB0396  NGVD 29 (??/??/92)  243.328  (m)          798.32   (f) ADJ UNCH    2 0
 SB0396
 SB0396.Superseded values are not recommended for survey control.
 SB0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0396.See file dsdata.txt to determine how the superseded data were derived.
 SB0396
 SB0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS961389(NAD 83)
 SB0396_MARKER: DD = SURVEY DISK
 SB0396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0396_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0396_STAMPING: W C S4 1/4 CORNER 45 S9 IKE SOUTH
 SB0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0396
 SB0396  HISTORY     - Date     Condition        Report By
 SB0396  HISTORY     - UNK      MONUMENTED       USGLO
 SB0396  HISTORY     - 1961     MARK NOT FOUND   NGS
 SB0396  HISTORY     - 1982     MARK NOT FOUND   NGS
 SB0396
 SB0396                          STATION DESCRIPTION
 SB0396
 SB0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0396'6.3 MI S FROM WAPATO.
 SB0396'4.8 MILES SOUTH ALONG SOUTH WAPATO ROAD FROM THE WAPATO INDIAN
 SB0396'IRRIGATION OFFICE AT WAPATO, THENCE 1.5 MILES WEST ALONG STATE HIGHWAY
 SB0396'3B.  A U.S. GLO BRONZE CAP RIVETED ON TOP OF 1 1/2 INCH IRON PIPE
 SB0396'PROJECTING 6 INCHES ABOVE THE GROUND, 146 FEET WEST OF THE GRAVELED
 SB0396'ROAD LEADING SOUTH, 30 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 SB0396'HIGHWAY, 60 FEET WEST OF A POWER LINE POLE, 1 1/2 FEET EAST OF A WHITE
 SB0396'WITNESS POST, AND 1/2 FOOT NORTHEAST OF A FENCE CORNER POST.
 SB0396
 SB0396                          STATION RECOVERY (1982)
 SB0396
 SB0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0396'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1563 ***********************************************************************
 SA1563  DESIGNATION -  1/4 S 28 S 23 USBR
 SA1563  PID         -  SA1563
 SA1563  STATE/COUNTY-  WA/GRANT
 SA1563  USGS QUAD   -  BEVERLY (1965)
 SA1563
 SA1563                         *CURRENT SURVEY CONTROL
 SA1563  ___________________________________________________________________
 SA1563* NAD 83(1986)-  46 45 07.     (N)    119 57 00.     (W)     SCALED    
 SA1563* NAVD 88     -       153.357  (meters)     503.14   (feet)  ADJUSTED  
 SA1563  ___________________________________________________________________
 SA1563  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 SA1563  DYNAMIC HT  -         153.367 (meters)     503.17  (feet)  COMP
 SA1563  MODELED GRAV-     980,677.5   (mgal)                       NAVD 88
 SA1563
 SA1563  VERT ORDER  -  SECOND    CLASS 0
 SA1563
 SA1563.The horizontal coordinates were scaled from a topographic map and have
 SA1563.an estimated accuracy of +/- 6 seconds.
 SA1563
 SA1563.The orthometric height was determined by differential leveling
 SA1563.and adjusted by the National Geodetic Survey in June 1991..
 SA1563
 SA1563.The geoid height was determined by GEOID03.
 SA1563
 SA1563.The dynamic height is computed by dividing the NAVD 88
 SA1563.geopotential number by the normal gravity value computed on the
 SA1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1563.degrees latitude (g = 980.6199 gals.).
 SA1563
 SA1563.The modeled gravity was interpolated from observed gravity values.
 SA1563
 SA1563;                    North         East    Units  Estimated Accuracy
 SA1563;SPC WA S     -   157,830.      542,020.      MT  (+/- 180 meters Scaled)
 SA1563
 SA1563                          SUPERSEDED SURVEY CONTROL
 SA1563
 SA1563  NGVD 29 (??/??/92)  152.28   (m)          499.6    (f) COMPUTED    2 0
 SA1563
 SA1563.Superseded values are not recommended for survey control.
 SA1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1563.See file dsdata.txt to determine how the superseded data were derived.
 SA1563
 SA1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM746818(NAD 83)
 SA1563_MARKER: DD = SURVEY DISK
 SA1563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1563_SP_SET: PIPE
 SA1563_STAMPING: T 15 N R23E S 33 S34 S4 S3 T14 N39
 SA1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1563
 SA1563  HISTORY     - Date     Condition        Report By
 SA1563  HISTORY     - UNK      MONUMENTED       BOR
 SA1563  HISTORY     - 1967     GOOD             NGS
 SA1563
 SA1563                          STATION DESCRIPTION
 SA1563
 SA1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1563'1.6 MI W FROM MATTAWA.
 SA1563'THIS IS THE SECTION CORNER MARK AT THE NORTHEAST CORNER OF SECTION 4,
 SA1563'T14N, R23E, AND IT IS 132 FEET NORTHEAST OF D 303 DESCRIBED BELOW, 52
 SA1563'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 52 FEET NORTHWEST OF
 SA1563'A POWER POLE WITH LINES RUNNING SOUTH AND EAST AND ON LINE WITH THE
 SA1563'SOUTH EDGE OF THE GRAVEL ROAD GOING EAST.  IT IS A BUREAU OF
 SA1563'RECLAMATION SECTION CORNER DISK RIVETED TO THE TOP OF A 1 1/2-INCH
 SA1563'PIPE WHICH PROJECTS 0.8 FOOT.  REACHED FROM MATTAWA BY GOING WEST 0.6
 SA1563'MILE TO STATE HIGHWAY 243, CONTINUE WEST ON THE GRAVEL ROAD 1.0 MILE
 SA1563'TO A T-INTERSECTION AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1555 ***********************************************************************
 SA1555  DESIGNATION -  1/4 S 34 S 3
 SA1555  PID         -  SA1555
 SA1555  STATE/COUNTY-  WA/GRANT
 SA1555  USGS QUAD   -  BEVERLY (1965)
 SA1555
 SA1555                         *CURRENT SURVEY CONTROL
 SA1555  ___________________________________________________________________
 SA1555* NAD 83(1986)-  46 49 32.     (N)    119 55 46.     (W)     SCALED    
 SA1555* NAVD 88     -       162.412  (meters)     532.85   (feet)  ADJUSTED  
 SA1555  ___________________________________________________________________
 SA1555  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 SA1555  DYNAMIC HT  -         162.424 (meters)     532.89  (feet)  COMP
 SA1555  MODELED GRAV-     980,685.3   (mgal)                       NAVD 88
 SA1555
 SA1555  VERT ORDER  -  SECOND    CLASS 0
 SA1555
 SA1555.The horizontal coordinates were scaled from a topographic map and have
 SA1555.an estimated accuracy of +/- 6 seconds.
 SA1555
 SA1555.The orthometric height was determined by differential leveling
 SA1555.and adjusted by the National Geodetic Survey in June 1991..
 SA1555
 SA1555.The geoid height was determined by GEOID03.
 SA1555
 SA1555.The dynamic height is computed by dividing the NAVD 88
 SA1555.geopotential number by the normal gravity value computed on the
 SA1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1555.degrees latitude (g = 980.6199 gals.).
 SA1555
 SA1555.The modeled gravity was interpolated from observed gravity values.
 SA1555
 SA1555;                    North         East    Units  Estimated Accuracy
 SA1555;SPC WA S     -   166,020.      543,530.      MT  (+/- 180 meters Scaled)
 SA1555
 SA1555                          SUPERSEDED SURVEY CONTROL
 SA1555
 SA1555  NGVD 29 (??/??/92)  161.33   (m)          529.3    (f) COMPUTED    2 0
 SA1555
 SA1555.Superseded values are not recommended for survey control.
 SA1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1555.See file dsdata.txt to determine how the superseded data were derived.
 SA1555
 SA1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM765899(NAD 83)
 SA1555_MARKER: P = PIPE CAP
 SA1555_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1555_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1555_STAMPING: 1/4 S34 S3 38
 SA1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1555
 SA1555  HISTORY     - Date     Condition        Report By
 SA1555  HISTORY     - UNK      MONUMENTED       BOR
 SA1555  HISTORY     - 1946     GOOD             NGS
 SA1555  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA1555
 SA1555                          STATION DESCRIPTION
 SA1555
 SA1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SA1555'0.8 MI S FROM BEVERLY.
 SA1555'ALONG BEVERLY-WAHLUKE GRAVEL ROAD WHICH FOLLOWS THE COLUMBIA RIVER,
 SA1555'0.8 MILES SOUTH OF THE RAILROAD HOTEL AT BEVERLY, ON OUTSIDE OF SHARP
 SA1555'TURN OF OLD ROAD (NEW ROAD MAKES LONGER TURN INSIDE OF SHARP TURN OF
 SA1555'OLD ROAD), 26.0 FEET SOUTHWEST OF CENTER OF OLD ROAD AT CENTER OF
 SA1555'SHARP TURN, 4.5 FEET WEST OF POWER POLE AT MOST WESTERLY TURN IN THE
 SA1555'POWER LINE, 0.7 FEET SOUTH OF REFERENCE POST, A U.S. BUREAU OF
 SA1555'RECLAMATION BRONZE CAP RIVETED ON TOP OF A 3/4 INCH GALVANIZED PIPE
 SA1555'ABOUT 1.5 FOOT BELOW ROAD AND PROJECTING 0.3 ABOVE THE GROUND.
 SA1555
 SA1555                          STATION RECOVERY (1967)
 SA1555
 SA1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0630 ***********************************************************************
 SB0630  DESIGNATION -  1/4 SEC COR USGLO
 SB0630  PID         -  SB0630
 SB0630  STATE/COUNTY-  WA/KLICKITAT
 SB0630  USGS QUAD   -  OUTLET FALLS (1970)
 SB0630
 SB0630                         *CURRENT SURVEY CONTROL
 SB0630  ___________________________________________________________________
 SB0630* NAD 83(1986)-  46 00 56.     (N)    121 13 47.     (W)     SCALED    
 SB0630* NAVD 88     -       552.046  (meters)    1811.17   (feet)  ADJUSTED  
 SB0630  ___________________________________________________________________
 SB0630  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SB0630  DYNAMIC HT  -         552.001 (meters)    1811.02  (feet)  COMP
 SB0630  MODELED GRAV-     980,517.2   (mgal)                       NAVD 88
 SB0630
 SB0630  VERT ORDER  -  SECOND    CLASS 0
 SB0630
 SB0630.The horizontal coordinates were scaled from a topographic map and have
 SB0630.an estimated accuracy of +/- 6 seconds.
 SB0630
 SB0630.The orthometric height was determined by differential leveling
 SB0630.and adjusted by the National Geodetic Survey in June 1991..
 SB0630
 SB0630.The geoid height was determined by GEOID03.
 SB0630
 SB0630.The dynamic height is computed by dividing the NAVD 88
 SB0630.geopotential number by the normal gravity value computed on the
 SB0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0630.degrees latitude (g = 980.6199 gals.).
 SB0630
 SB0630.The modeled gravity was interpolated from observed gravity values.
 SB0630
 SB0630;                    North         East    Units  Estimated Accuracy
 SB0630;SPC WA S     -    76,090.      443,490.      MT  (+/- 180 meters Scaled)
 SB0630
 SB0630                          SUPERSEDED SURVEY CONTROL
 SB0630
 SB0630  NGVD 29 (??/??/92)  550.93   (m)         1807.5    (f) COMPUTED    2 0
 SB0630
 SB0630.Superseded values are not recommended for survey control.
 SB0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0630.See file dsdata.txt to determine how the superseded data were derived.
 SB0630
 SB0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR370972(NAD 83)
 SB0630_MARKER: P = PIPE CAP
 SB0630_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0630_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0630_STAMPING: 1920 1/4 S7/S18
 SB0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0630
 SB0630  HISTORY     - Date     Condition        Report By
 SB0630  HISTORY     - 1920     MONUMENTED       USGLO
 SB0630  HISTORY     - 1946     GOOD             NGS
 SB0630
 SB0630                          STATION DESCRIPTION
 SB0630
 SB0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0630'2.8 MI E FROM GLENWOOD.
 SB0630'0.7 MILE SOUTHEAST ALONG AN OILED COUNTY ROAD FROM THE SCHOOL AT
 SB0630'GLENWOOD, 2.1 MILES EAST ALONG THE GOLDENDALE ROAD, A CAP ON TOP OF AN
 SB0630'IRON PIPE, 22 FEET NORTH OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1743 ***********************************************************************
 SA1743  DESIGNATION -  14 TR
 SA1743  PID         -  SA1743
 SA1743  STATE/COUNTY-  WA/YAKIMA
 SA1743  USGS QUAD   -  CAIRN HOPE PEAK (1978)
 SA1743
 SA1743                         *CURRENT SURVEY CONTROL
 SA1743  ___________________________________________________________________
 SA1743* NAD 83(1986)-  46 31 55.     (N)    119 55 36.     (W)     SCALED    
 SA1743* NAVD 88     -       430.502  (meters)    1412.41   (feet)  ADJUSTED  
 SA1743  ___________________________________________________________________
 SA1743  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SA1743  DYNAMIC HT  -         430.504 (meters)    1412.41  (feet)  COMP
 SA1743  MODELED GRAV-     980,606.0   (mgal)                       NAVD 88
 SA1743
 SA1743  VERT ORDER  -  SECOND    CLASS 0
 SA1743
 SA1743.The horizontal coordinates were scaled from a topographic map and have
 SA1743.an estimated accuracy of +/- 6 seconds.
 SA1743
 SA1743.The orthometric height was determined by differential leveling
 SA1743.and adjusted by the National Geodetic Survey in June 1991..
 SA1743
 SA1743.The geoid height was determined by GEOID03.
 SA1743
 SA1743.The dynamic height is computed by dividing the NAVD 88
 SA1743.geopotential number by the normal gravity value computed on the
 SA1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1743.degrees latitude (g = 980.6199 gals.).
 SA1743
 SA1743.The modeled gravity was interpolated from observed gravity values.
 SA1743
 SA1743;                    North         East    Units  Estimated Accuracy
 SA1743;SPC WA S     -   133,390.      543,980.      MT  (+/- 180 meters Scaled)
 SA1743
 SA1743                          SUPERSEDED SURVEY CONTROL
 SA1743
 SA1743  NGVD 29 (??/??/92)  429.424  (m)         1408.87   (f) ADJ UNCH    2 0
 SA1743
 SA1743.Superseded values are not recommended for survey control.
 SA1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1743.See file dsdata.txt to determine how the superseded data were derived.
 SA1743
 SA1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM755573(NAD 83)
 SA1743_MARKER: DD = SURVEY DISK
 SA1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1743_STAMPING: 14 TR 1409 1936
 SA1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1743+STABILITY: SURFACE MOTION
 SA1743
 SA1743  HISTORY     - Date     Condition        Report By
 SA1743  HISTORY     - 1936     MONUMENTED       USGS
 SA1743  HISTORY     - 1949     GOOD             NGS
 SA1743
 SA1743                          STATION DESCRIPTION
 SA1743
 SA1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1743'6.2 MI NW FROM E ROBERT RANCH.
 SA1743'1.5 MILES WEST ALONG A RANCH ROAD FROM THE E. ROBERT RANCH (FORMER
 SA1743'WAUTOMA POST OFFICE), THENCE 2.4 MILES NORTH ALONG THE
 SA1743'SUNNYSIDE-HANFORD HIGHWAY, THENCE 2.3 MILES WEST ALONG STATE HIGHWAY
 SA1743'11-A, AT THE JUNCTION OF A TRACK ROAD LEADING NORTHWEST, 58 FEET
 SA1743'SOUTHWEST OF THE CENTER LINE OF THE TRACK ROAD, 49.8 FEET NORTHWEST OF
 SA1743'THE CENTER LINE OF THE HIGHWAY, 11 1/2 FEET NORTH OF A TELEPHONE POLE,
 SA1743'2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 SA1743'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SA1743'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1374 ***********************************************************************
 SY1374  DESIGNATION -  14 USGS
 SY1374  PID         -  SY1374
 SY1374  STATE/COUNTY-  WA/MASON
 SY1374  USGS QUAD   -  UNION (1985)
 SY1374
 SY1374                         *CURRENT SURVEY CONTROL
 SY1374  ___________________________________________________________________
 SY1374* NAD 83(1986)-  47 15 55.     (N)    123 00 11.     (W)     SCALED    
 SY1374* NAVD 88     -        12.203  (meters)      40.04   (feet)  POSTED    
 SY1374  ___________________________________________________________________
 SY1374  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 SY1374  DYNAMIC HT  -          12.210 (meters)      40.06  (feet)  COMP
 SY1374  MODELED GRAV-     980,794.3   (mgal)                       NAVD 88
 SY1374
 SY1374  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1374
 SY1374.The horizontal coordinates were scaled from a topographic map and have
 SY1374.an estimated accuracy of +/- 6 seconds.
 SY1374
 SY1374.The orthometric height was determined by differential leveling
 SY1374.and adjusted by the National Geodetic Survey in 1992..
 SY1374.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1374.rate of 0.0 thru 1.0 mm/km.
 SY1374
 SY1374.The geoid height was determined by GEOID03.
 SY1374
 SY1374.The dynamic height is computed by dividing the NAVD 88
 SY1374.geopotential number by the normal gravity value computed on the
 SY1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1374.degrees latitude (g = 980.6199 gals.).
 SY1374
 SY1374.The modeled gravity was interpolated from observed gravity values.
 SY1374
 SY1374;                    North         East    Units  Estimated Accuracy
 SY1374;SPC WA S     -   217,750.      310,610.      MT  (+/- 180 meters Scaled)
 SY1374
 SY1374                          SUPERSEDED SURVEY CONTROL
 SY1374
 SY1374  NGVD 29 (??/??/??)   11.144  (m)           36.56   (f) ADJUSTED    1 2
 SY1374
 SY1374.Superseded values are not recommended for survey control.
 SY1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1374.See file dsdata.txt to determine how the superseded data were derived.
 SY1374
 SY1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT997346(NAD 83)
 SY1374_MARKER: DD = SURVEY DISK
 SY1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1374_STAMPING: USGS 14
 SY1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1374+STABILITY: SURFACE MOTION
 SY1374
 SY1374  HISTORY     - Date     Condition        Report By
 SY1374  HISTORY     - UNK      MONUMENTED       USGS
 SY1374  HISTORY     - 1944     GOOD             CGS
 SY1374  HISTORY     - 1968     GOOD             CGS
 SY1374  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY1374  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1374
 SY1374                          STATION DESCRIPTION
 SY1374
 SY1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY1374'6.5 MI NE FROM SHELTON.
 SY1374'6.5 MILES NORTHEAST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY1374'SHELTON, MASON COUNTY, AT THE Y-JUNCTION OF A PAVED ROAD LEADING EAST
 SY1374'TO LAKE SPENCER, 29.5 FEET NORTH OF THE CENTERLINE OF THE LAKE SPENCER
 SY1374'ROAD, 24.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.5 FEET
 SY1374'EAST OF TELEPHONE POLE B 175 AND 1.7 FEET NORTHEAST OF A WHITE WOODEN
 SY1374'WITNESS POST.  A BRASS DISK STAMPED USGS 14 AND SET IN THE TOP OF A
 SY1374'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- IT IS IN THE
 SY1374'WAY OF ROAD CONSTRUCTION AND WILL VERY LIKLEY BE DESTROYED IN THE VERY
 SY1374'NEAR FUTURE.
 SY1374
 SY1374                          STATION RECOVERY (1968)
 SY1374
 SY1374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 SY1374'RECOVERED IN GOOD CONDITION.
 SY1374
 SY1374                          STATION RECOVERY (1987)
 SY1374
 SY1374'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1374'MARK NOT FOUND.
 SY1374
 SY1374                          STATION RECOVERY (1988)
 SY1374
 SY1374'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCK)
 SY1374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1375 ***********************************************************************
 SY1375  DESIGNATION -  14 USGS RESET 1968
 SY1375  PID         -  SY1375
 SY1375  STATE/COUNTY-  WA/MASON
 SY1375  USGS QUAD   -  UNION (1985)
 SY1375
 SY1375                         *CURRENT SURVEY CONTROL
 SY1375  ___________________________________________________________________
 SY1375* NAD 83(1986)-  47 15 56.     (N)    123 00 15.     (W)     SCALED    
 SY1375* NAVD 88     -        10.27   (+/-2cm)      33.7    (feet)  VERTCON   
 SY1375  ___________________________________________________________________
 SY1375  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 SY1375
 SY1375  VERT ORDER  -  THIRD (See Below)
 SY1375
 SY1375.The horizontal coordinates were scaled from a topographic map and have
 SY1375.an estimated accuracy of +/- 6 seconds.
 SY1375
 SY1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1375.The vertical order pertains to the NGVD 29 superseded value.
 SY1375
 SY1375.The geoid height was determined by GEOID03.
 SY1375
 SY1375;                    North         East    Units  Estimated Accuracy
 SY1375;SPC WA S     -   217,780.      310,520.      MT  (+/- 180 meters Scaled)
 SY1375
 SY1375                          SUPERSEDED SURVEY CONTROL
 SY1375
 SY1375  NGVD 29 (??/??/??)    9.21   (m)           30.2    (f) RESET       3  
 SY1375
 SY1375.Superseded values are not recommended for survey control.
 SY1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1375.See file dsdata.txt to determine how the superseded data were derived.
 SY1375
 SY1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT996346(NAD 83)
 SY1375_MARKER: DD = SURVEY DISK
 SY1375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1375_SP_SET: BRIDGE GUARDRAIL
 SY1375_STAMPING: 14 USGS RESET
 SY1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1375+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 SY1375
 SY1375  HISTORY     - Date     Condition        Report By
 SY1375  HISTORY     - UNK      MONUMENTED       CGS
 SY1375  HISTORY     - 1968     GOOD             CGS
 SY1375  HISTORY     - 1987     GOOD             USPSQD
 SY1375  HISTORY     - 1988     GOOD             USPSQD
 SY1375  HISTORY     - 1988     GOOD             USPSQD
 SY1375  HISTORY     - 1989     GOOD             USPSQD
 SY1375  HISTORY     - 20021010 GOOD             USPSQD
 SY1375  HISTORY     - 20050827 MARK NOT FOUND   USPSQD
 SY1375  HISTORY     - 20060804 POOR             USPSQD
 SY1375
 SY1375                          STATION DESCRIPTION
 SY1375
 SY1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SY1375'6.5 MI NE FROM SHELTON.
 SY1375'6.1 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION OF
 SY1375'STATE HIGHWAY 3 AND U. S. HIGHWAY 101 IN SHELTON, (WHICH IS AT THE
 SY1375'INTERSECTION OF FIRST AND PINE STREETS, AND STATE HIGHWAY 3 GOES EAST
 SY1375'ON PINE ST.), TO THE BRIDGE OVER DEER CREEK AND THE MARK ON THE LEFT,
 SY1375'SET IN THE TOP OF THE NORTH GUARDRAIL ON THE CONCRETE BRIDGE.  MARK IS
 SY1375'3.4 FEET ABOVE THE ROAD SURFACE AND 2.2 FEET WEST OF THE EAST END OF
 SY1375'THE GUARDRAIL.
 SY1375
 SY1375                          STATION RECOVERY (1987)
 SY1375
 SY1375'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1375'RECOVERED IN GOOD CONDITION.
 SY1375
 SY1375                          STATION RECOVERY (1988)
 SY1375
 SY1375'RECOVERY NOTE BY US POWER SQUADRON 1988 (EBO)
 SY1375'RECOVERED IN GOOD CONDITION.
 SY1375
 SY1375                          STATION RECOVERY (1988)
 SY1375
 SY1375'RECOVERY NOTE BY US POWER SQUADRON 1988 (GTW)
 SY1375'RECOVERED IN GOOD CONDITION.
 SY1375
 SY1375                          STATION RECOVERY (1989)
 SY1375
 SY1375'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1375'RECOVERED IN GOOD CONDITION.
 SY1375
 SY1375                          STATION RECOVERY (2002)
 SY1375
 SY1375'RECOVERY NOTE BY US POWER SQUADRON 2002 (PCL)
 SY1375'RECOVERED AS DESCRIBED
 SY1375
 SY1375                          STATION RECOVERY (2005)
 SY1375
 SY1375'RECOVERY NOTE BY US POWER SQUADRON 2005 (EC)
 SY1375'MARK NOT FOUND.
 SY1375
 SY1375                          STATION RECOVERY (2006)
 SY1375
 SY1375'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SY1375'LOCATION DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS. US101
 SY1375'NO LONGER RUNS THROUGH SHELTON, IT IS LOCATED VIA THE BYPASS.
 SY1375' 
 SY1375'GO EAST ON PINE STREET FROM 1ST STREET, SR3 WILL JOIN PINE STREET ONE
 SY1375'BLOCK EAST.
 SY1375' 
 SY1375'RECOVERY IS MARKED POOR BECAUSE THE STAMPING ON THE STATION MARK
 SY1375'INCLUDES THE DATE 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0465 ***********************************************************************
 SY0465  DESIGNATION -  14 WAHC
 SY0465  PID         -  SY0465
 SY0465  STATE/COUNTY-  WA/KING
 SY0465  USGS QUAD   -  POVERTY BAY (1994)
 SY0465
 SY0465                         *CURRENT SURVEY CONTROL
 SY0465  ___________________________________________________________________
 SY0465* NAD 83(1991)-  47 32 27.66904(N)    122 18 13.66308(W)     ADJUSTED  
 SY0465* NAVD 88     -         7.310  (meters)      23.98   (feet)  ADJUSTED  
 SY0465  ___________________________________________________________________
 SY0465  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 SY0465  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SY0465  DYNAMIC HT  -           7.311 (meters)      23.99  (feet)  COMP
 SY0465  MODELED GRAV-     980,738.9   (mgal)                       NAVD 88
 SY0465
 SY0465  HORZ ORDER  -  SECOND
 SY0465  VERT ORDER  -  SECOND    CLASS 0
 SY0465
 SY0465.The horizontal coordinates were established by classical geodetic methods
 SY0465.and adjusted by the National Geodetic Survey in December 1991..
 SY0465
 SY0465.The orthometric height was determined by differential leveling
 SY0465.and adjusted by the National Geodetic Survey in June 1991..
 SY0465
 SY0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0465
 SY0465.The geoid height was determined by GEOID03.
 SY0465
 SY0465.The dynamic height is computed by dividing the NAVD 88
 SY0465.geopotential number by the normal gravity value computed on the
 SY0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0465.degrees latitude (g = 980.6199 gals.).
 SY0465
 SY0465.The modeled gravity was interpolated from observed gravity values.
 SY0465
 SY0465;                    North         East     Units Scale Factor Converg.
 SY0465;SPC WA N     -    61,209.283   389,304.027   MT  0.99999260   -1 05 41.2
 SY0465;SPC WA N     -   200,817.46  1,277,241.63   sFT  0.99999260   -1 05 41.2
 SY0465;UTM  10      - 5,265,523.306   552,392.598   MT  0.99963373   +0 30 49.1
 SY0465
 SY0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0465!SPC WA N     -   1.00000252  x   0.99999260  =   0.99999512
 SY0465!UTM  10      -   1.00000252  x   0.99963373  =   0.99963625
 SY0465
 SY0465|---------------------------------------------------------------------|
 SY0465| PID    Reference Object                     Distance      Geod. Az  |
 SY0465|                                                           dddmmss.s |
 SY0465| SY0466 15 WAHC                             243.636 METERS 12618     |
 SY0465| SY4418 ABOE 1957                           APPROX. 1.1 KM 2140145.5 |
 SY0465|---------------------------------------------------------------------|
 SY0465
 SY0465                          SUPERSEDED SURVEY CONTROL
 SY0465
 SY0465  NAD 83(1986)-  47 32 27.66283(N)    122 18 13.67018(W) AD(       ) 2
 SY0465  NAD 27      -  47 32 28.30780(N)    122 18 09.22360(W) AD(       ) 2
 SY0465  NGVD 29 (??/??/??)    6.205  (m)           20.36   (f) ADJUSTED    2 0
 SY0465
 SY0465.Superseded values are not recommended for survey control.
 SY0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0465.See file dsdata.txt to determine how the superseded data were derived.
 SY0465
 SY0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5239365523(NAD 83)
 SY0465_MARKER: Z = SEE DESCRIPTION
 SY0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0465+STABILITY: SURFACE MOTION
 SY0465
 SY0465  HISTORY     - Date     Condition        Report By
 SY0465  HISTORY     - 1957     MONUMENTED       WAHC
 SY0465  HISTORY     - 1958     GOOD             CGS
 SY0465  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0465  HISTORY     - 1962     MARK NOT FOUND   CGS
 SY0465  HISTORY     - 1976     GOOD             LOCSUR
 SY0465  HISTORY     - 20060427 MARK NOT FOUND   USPSQD
 SY0465
 SY0465                          STATION DESCRIPTION
 SY0465
 SY0465'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0465'THE STATION IS IN THE SOUTHERLY PART OF SEATTLE ON THE PROPERTY OF
 SY0465'MR. MAX MONTOYA, IN A RUN-DOWN ORCHARD NOW USED FOR GRAZING.  IT IS
 SY0465'560 FEET SOUTH OF A LARGE METAL BUILDING OF THE SIERRA DRAWN STEEL
 SY0465'CORPORATION, 295 FEET EAST OF A WIRE GATE IN A NORTH-SOUTH FENCE
 SY0465'FRONTING THE PROPERTY AND AT THE FOOT OF A STEEP WOODED
 SY0465'HILL.  STATION MARK IS A STEEL PIN SET IN A 6-INCH ROUND
 SY0465'CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 SY0465'
 SY0465'REACHED FROM ALBRO PLACE VIADUCT BY GOING SOUTH ON AIRPORT WAY
 SY0465'FOR 0.5 MILE TO THE SECOND STREET ON THE LEFT, TURNING LEFT AND
 SY0465'FOLLOWING THIS UN-NAMED WAY SOUTHWARD ALONG THE EAST SIDE OF THE
 SY0465'RAILROAD TRACKS FOR 0.1 MILE TO THE WIRE GATE ON THE LEFT.  TURN
 SY0465'LEFT THROUGH THE GATE AND GO EAST FOR 295 FEET TO THE STATION.
 SY0465
 SY0465                          STATION RECOVERY (1958)
 SY0465
 SY0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0465'IN SEATTLE.
 SY0465'AT SEATTLE, KING COUNTY, IN THE SOUTHERN PART, ON THE PROPERTY OF MR.
 SY0465'MAX MONTOYA, IN A RUN-DOWN ORCHARD NOW USED FOR GRAZING, 560 FEET
 SY0465'SOUTH OF A LARGE METAL BUILDING OF THE SIERRA DRAWN STEEL CORPORATION,
 SY0465'295 FEET EAST OF A WIRE GATE IN A NORTH-SOUTH FENCE FRONTING THE
 SY0465'PROPERTY, AND AT THE FOOT OF A STEEP WOODED HILL.  A STEEL PIN SET IN
 SY0465'A 6-INCH ROUND CONCRETE MONUMENT PROJECTING ONE INCH ABOVE GROUND.
 SY0465'NOTE-- THIS MARK MAY BE REACHED FROM ALBRO PLACE VIADUCT BY GOING
 SY0465'SOUTH ON AIRPORT WAY FOR 0.5 MILE TO THE SECOND STREET ON THE LEFT,
 SY0465'TURNING LEFT AND FOLLOWING THIS UN-NAMED WAY SOUTHWARD ALONG THE EAST
 SY0465'SIDE OF THE RAILROAD TRACKS FOR 0.1 MILE TO THE WIRE GATE ON THE LEFT.
 SY0465'TUREN LEFT THROUGH THE GATE AND GO EAST FOR 295 FEET TO THE STATION.
 SY0465'NOTE-- THE AREA WAS VISITED, THE ORCHARD HAS GROWN UP TO BRUSH, BUT
 SY0465'THE MARK MAY BE IN THE RELATIVELY CLEAR AREA BEHIND THE ORCHARD.
 SY0465'UNLESS THE SEARCHER WAS VERY LUCKY, A CONSIDERABLE AMOUNT OF TIME
 SY0465'WOULD BE REQUIRE TO FIND THE MARK.
 SY0465
 SY0465                          STATION RECOVERY (1962)
 SY0465
 SY0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0465'THE AREA WAS VISITED, THE ORCHARD HAS BROWN UP TO BRUSH, BUT THE
 SY0465'MARK MAY BE IN THE RELATIVELY CLEAR AREA BEHIND THE ORCHARD.  UNLESS
 SY0465'THE SEARCHER WAS VERY LUCKY, A CONSIDERABLE AMOUNT OF TIME WOULD
 SY0465'BE REQUIRED TO FIND THE MARK.  CLEARING WOULD BE NECESSARY TO
 SY0465'CHECK THE TWO LONG DISTANCES GIVEN AND THE WIRE GATE IS GONE, SO
 SY0465'THIS DISTANCE WOULD ONLY BE APPROXIMATE.
 SY0465
 SY0465                          STATION RECOVERY (1962)
 SY0465
 SY0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0465'MARK NOT FOUND.
 SY0465
 SY0465                          STATION RECOVERY (1976)
 SY0465
 SY0465'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 SY0465'RECOVERED IN GOOD CONDITION.
 SY0465
 SY0465                          STATION RECOVERY (2006)
 SY0465
 SY0465'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1083 ***********************************************************************
 RC1083  DESIGNATION -  14 WF
 RC1083  PID         -  RC1083
 RC1083  STATE/COUNTY-  WA/KLICKITAT
 RC1083  USGS QUAD   -  GULER MTN (1983)
 RC1083
 RC1083                         *CURRENT SURVEY CONTROL
 RC1083  ___________________________________________________________________
 RC1083* NAD 83(1986)-  45 54 43.     (N)    121 30 04.     (W)     SCALED    
 RC1083* NAVD 88     -       413.857  (meters)    1357.80   (feet)  ADJUSTED  
 RC1083  ___________________________________________________________________
 RC1083  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 RC1083  DYNAMIC HT  -         413.837 (meters)    1357.73  (feet)  COMP
 RC1083  MODELED GRAV-     980,553.9   (mgal)                       NAVD 88
 RC1083
 RC1083  VERT ORDER  -  SECOND    CLASS 0
 RC1083
 RC1083.The horizontal coordinates were scaled from a topographic map and have
 RC1083.an estimated accuracy of +/- 6 seconds.
 RC1083
 RC1083.The orthometric height was determined by differential leveling
 RC1083.and adjusted by the National Geodetic Survey in June 1991..
 RC1083
 RC1083.The geoid height was determined by GEOID03.
 RC1083
 RC1083.The dynamic height is computed by dividing the NAVD 88
 RC1083.geopotential number by the normal gravity value computed on the
 RC1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1083.degrees latitude (g = 980.6199 gals.).
 RC1083
 RC1083.The modeled gravity was interpolated from observed gravity values.
 RC1083
 RC1083;                    North         East    Units  Estimated Accuracy
 RC1083;SPC WA S     -    64,810.      422,330.      MT  (+/- 180 meters Scaled)
 RC1083
 RC1083                          SUPERSEDED SURVEY CONTROL
 RC1083
 RC1083  NGVD 29 (??/??/92)  412.82   (m)         1354.4    (f) COMPUTED    2 0
 RC1083
 RC1083.Superseded values are not recommended for survey control.
 RC1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1083.See file dsdata.txt to determine how the superseded data were derived.
 RC1083
 RC1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR162853(NAD 83)
 RC1083_MARKER: DD = SURVEY DISK
 RC1083_SETTING: 66 = SET IN ROCK OUTCROP
 RC1083_SP_SET: ROCK OUTCROP
 RC1083_STAMPING: 14 WF 1955 1355
 RC1083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1083+STABILITY: POSITION/ELEVATION WELL
 RC1083
 RC1083  HISTORY     - Date     Condition        Report By
 RC1083  HISTORY     - 1955     MONUMENTED       USGS
 RC1083  HISTORY     - 1968     GOOD             NGS
 RC1083
 RC1083                          STATION DESCRIPTION
 RC1083
 RC1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1083'7.35 MI S FROM TROUT LAKE.
 RC1083'MARK IS IN SEC 24, T 5 N, R 10 E.  7.35 MILES SOUTH ALONG STATE
 RC1083'HIGHWAY 141 FROM THE MOUNT ADAMS RANGER STATION AT TROUT LAKE.  AT THE
 RC1083'INTERSECTION OF CARR ROAD WHICH GOES WEST.  IT IS 33 FEET EAST OF AND
 RC1083'3 FEET LOWER THAN THE CENTERLINE OF THE HIGHWAY AND DIRECTLY ACROSS
 RC1083'THE HIGHWAY FROM THE NORTH EDGE OF CARR ROAD.  U.S. GEOLOGICAL SURVEY
 RC1083'BENCH MARK DISK SET IN A 2-FOOT WIDE SHELF AT THE BASE OF A 25-FOOT
 RC1083'LONG, 10-FOOT HIGH LAVA OUTCROP.  THE LETTERS BM ARE PAINTED IN WHITE
 RC1083'ON THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0055 ***********************************************************************
 TP0055  DESIGNATION -  1423
 TP0055  PID         -  TP0055
 TP0055  STATE/COUNTY-  WA/STEVENS
 TP0055  USGS QUAD   -  MARCUS (1979)
 TP0055
 TP0055                         *CURRENT SURVEY CONTROL
 TP0055  ___________________________________________________________________
 TP0055* NAD 83(1986)-  48 37 38.     (N)    118 04 18.     (W)     SCALED    
 TP0055* NAVD 88     -       432.873  (meters)    1420.18   (feet)  ADJUSTED  
 TP0055  ___________________________________________________________________
 TP0055  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 TP0055  DYNAMIC HT  -         432.939 (meters)    1420.40  (feet)  COMP
 TP0055  MODELED GRAV-     980,751.2   (mgal)                       NAVD 88
 TP0055
 TP0055  VERT ORDER  -  FIRST     CLASS II
 TP0055
 TP0055.The horizontal coordinates were scaled from a topographic map and have
 TP0055.an estimated accuracy of +/- 6 seconds.
 TP0055
 TP0055.The orthometric height was determined by differential leveling
 TP0055.and adjusted by the National Geodetic Survey in June 1991..
 TP0055
 TP0055.The geoid height was determined by GEOID03.
 TP0055
 TP0055.The dynamic height is computed by dividing the NAVD 88
 TP0055.geopotential number by the normal gravity value computed on the
 TP0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0055.degrees latitude (g = 980.6199 gals.).
 TP0055
 TP0055.The modeled gravity was interpolated from observed gravity values.
 TP0055
 TP0055;                    North         East    Units  Estimated Accuracy
 TP0055;SPC WA N     -   184,580.      703,530.      MT  (+/- 180 meters Scaled)
 TP0055
 TP0055                          SUPERSEDED SURVEY CONTROL
 TP0055
 TP0055  NGVD 29 (??/??/92)  431.636  (m)         1416.13   (f) ADJ UNCH    1 2
 TP0055
 TP0055.Superseded values are not recommended for survey control.
 TP0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0055.See file dsdata.txt to determine how the superseded data were derived.
 TP0055
 TP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP210865(NAD 83)
 TP0055_MARKER: P = PIPE CAP
 TP0055_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TP0055_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TP0055_STAMPING: 1423
 TP0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0055
 TP0055  HISTORY     - Date     Condition        Report By
 TP0055  HISTORY     - UNK      MONUMENTED       USGS
 TP0055  HISTORY     - 1942     GOOD             LOCENG
 TP0055
 TP0055                          STATION DESCRIPTION
 TP0055
 TP0055'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 TP0055'2.5 MI N FROM KETTLE FALLS.
 TP0055'LOCATED 2.5 MILES NORTH OF KETTLE FALLS, ALONG OLD ABANDONED GREAT
 TP0055'NORTHERN RAILROAD BED AT SOUTH END OF FORMER TRESTLE ACROSS SMALL
 TP0055'RAVINE, 3 FEET ABOVE RAILROAD BED, 60 FEET EAST OF CENTER OF RAILROAD
 TP0055'BED, ABOUT 720 FEET SOUTH OF POINT WHERE ROAD CROSSES RAILROAD BED,
 TP0055'SURROUNDED BY A SMALL GROVE OF TREES AND BRUSH, A U.S.G.S. BRONZE CAP
 TP0055'SET ON TOP OF IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0488 ***********************************************************************
 TO0488  DESIGNATION -  1427
 TO0488  PID         -  TO0488
 TO0488  STATE/COUNTY-  WA/STEVENS
 TO0488  USGS QUAD   -  CHINA BEND (1969)
 TO0488
 TO0488                         *CURRENT SURVEY CONTROL
 TO0488  ___________________________________________________________________
 TO0488* NAD 83(1986)-  48 49 11.     (N)    117 55 14.     (W)     SCALED    
 TO0488* NAVD 88     -       434.113  (meters)    1424.25   (feet)  ADJUSTED  
 TO0488  ___________________________________________________________________
 TO0488  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TO0488  DYNAMIC HT  -         434.185 (meters)    1424.49  (feet)  COMP
 TO0488  MODELED GRAV-     980,763.8   (mgal)                       NAVD 88
 TO0488
 TO0488  VERT ORDER  -  FIRST     CLASS II
 TO0488
 TO0488.The horizontal coordinates were scaled from a topographic map and have
 TO0488.an estimated accuracy of +/- 6 seconds.
 TO0488
 TO0488.The orthometric height was determined by differential leveling
 TO0488.and adjusted by the National Geodetic Survey in June 1991..
 TO0488
 TO0488.The geoid height was determined by GEOID03.
 TO0488
 TO0488.The dynamic height is computed by dividing the NAVD 88
 TO0488.geopotential number by the normal gravity value computed on the
 TO0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0488.degrees latitude (g = 980.6199 gals.).
 TO0488
 TO0488.The modeled gravity was interpolated from observed gravity values.
 TO0488
 TO0488;                    North         East    Units  Estimated Accuracy
 TO0488;SPC WA N     -   206,380.      713,850.      MT  (+/- 180 meters Scaled)
 TO0488
 TO0488                          SUPERSEDED SURVEY CONTROL
 TO0488
 TO0488  NGVD 29 (??/??/92)  432.875  (m)         1420.19   (f) ADJ UNCH    1 2
 TO0488
 TO0488.Superseded values are not recommended for survey control.
 TO0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0488.See file dsdata.txt to determine how the superseded data were derived.
 TO0488
 TO0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ324078(NAD 83)
 TO0488_MARKER: DD = SURVEY DISK
 TO0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0488_STAMPING: 1427
 TO0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0488+STABILITY: SURFACE MOTION
 TO0488
 TO0488  HISTORY     - Date     Condition        Report By
 TO0488  HISTORY     - UNK      MONUMENTED       USGS
 TO0488  HISTORY     - 1947     GOOD             NGS
 TO0488
 TO0488                          STATION DESCRIPTION
 TO0488
 TO0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 TO0488'10.3 MI S FROM NORTHPORT.
 TO0488'ALONG THE GREAT NORTHERN RAILROAD, AT MILE POLE 119, 24 FEET WEST OF
 TO0488'TRACK CENTERLINE, 53 FEET WEST OF CENTERLINE OF HIGHWAY AT POINT WHERE
 TO0488'DIRT ROAD TURNS OFF.  2 FEET BELOW TRACK LEVEL.  WITNESS POST SET. A
 TO0488'DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0420 ***********************************************************************
 SW0420  DESIGNATION -  1427 BOR
 SW0420  PID         -  SW0420
 SW0420  STATE/COUNTY-  WA/GRANT
 SW0420  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW0420
 SW0420                         *CURRENT SURVEY CONTROL
 SW0420  ___________________________________________________________________
 SW0420* NAD 83(1986)-  47 56 50.     (N)    118 59 44.     (W)     SCALED    
 SW0420* NAVD 88     -       435.966  (meters)    1430.33   (feet)  ADJUSTED  
 SW0420  ___________________________________________________________________
 SW0420  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SW0420  DYNAMIC HT  -         436.009 (meters)    1430.47  (feet)  COMP
 SW0420  MODELED GRAV-     980,698.1   (mgal)                       NAVD 88
 SW0420
 SW0420  VERT ORDER  -  FIRST     CLASS II
 SW0420
 SW0420.The horizontal coordinates were scaled from a topographic map and have
 SW0420.an estimated accuracy of +/- 6 seconds.
 SW0420
 SW0420.The orthometric height was determined by differential leveling
 SW0420.and adjusted by the National Geodetic Survey in June 1991..
 SW0420
 SW0420.The geoid height was determined by GEOID03.
 SW0420
 SW0420.The dynamic height is computed by dividing the NAVD 88
 SW0420.geopotential number by the normal gravity value computed on the
 SW0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0420.degrees latitude (g = 980.6199 gals.).
 SW0420
 SW0420.The modeled gravity was interpolated from observed gravity values.
 SW0420
 SW0420;                    North         East    Units  Estimated Accuracy
 SW0420;SPC WA S     -   291,640.      612,400.      MT  (+/- 180 meters Scaled)
 SW0420
 SW0420                          SUPERSEDED SURVEY CONTROL
 SW0420
 SW0420  NGVD 29 (??/??/92)  434.768  (m)         1426.40   (f) ADJ UNCH    1 2
 SW0420
 SW0420.Superseded values are not recommended for survey control.
 SW0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0420.See file dsdata.txt to determine how the superseded data were derived.
 SW0420
 SW0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP509123(NAD 83)
 SW0420_MARKER: DS = TRIANGULATION STATION DISK
 SW0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0420_SP_SET: CULVERT
 SW0420_STAMPING: T 28 N R 30 E SEC COR 2/1 OVER 11/12
 SW0420_MARK LOGO: BOR   
 SW0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0420
 SW0420  HISTORY     - Date     Condition        Report By
 SW0420  HISTORY     - UNK      MONUMENTED       BOR
 SW0420  HISTORY     - 1935     GOOD             NGS
 SW0420  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0420  HISTORY     - 1981     GOOD             NGS
 SW0420
 SW0420                          STATION DESCRIPTION
 SW0420
 SW0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0420'19.7 MI N FROM ALMIRA.
 SW0420'19.7 MI. NORTH ALONG COUNTY ROAD FROM N.P.R.R. STATION 1.4 MI. SW. AND
 SW0420'ADMINISTRATION BLDG. AT ADMINISTRATION CITY ALONG THE RIGHT OF WAY OF
 SW0420'A COUNTY ROAD FROM ALMIRA TO THE GRAND COULEE DAM, 1.2 MILES SOUTH OF
 SW0420'COULEE DAM POST OFFICE (TEMPORARY), AT THE CORNER TO SECTIONS 1, 2, 11
 SW0420'AND 12, T. 28 N., R. 30 E., AT THE SOUTH END OF A ROCK CUT, 12 YARDS
 SW0420'NORTH OF A CULVERT UNDER THE ROAD, 2-1/2 RAIL LENGTHS SOUTH OF A SMALL
 SW0420'RAILROAD SWITCH STAND, 10-1/2 FEET WEST OF THE CENTER LINE OF THE
 SW0420'RAILROAD, 35 FEET WEST OF THE CENTER LINE OF THE ROAD AND ABOUT 2 FEET
 SW0420'BELOW THE GRADE OF THE RAILROAD.
 SW0420
 SW0420                          STATION RECOVERY (1966)
 SW0420
 SW0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0420'MARK NOT FOUND.
 SW0420
 SW0420                          STATION RECOVERY (1981)
 SW0420
 SW0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0420'0.5 KM (0.3 MI) SOUTH ALONG STATE HIGHWAY 155 FROM THE WEST END OF THE
 SW0420'GRAND COULEE DAM IN GRAND COULEE, THENCE 0.55 KM (0.35 MI) SOUTHWEST
 SW0420'ALONG THE PAVED ROAD THROUGH THE BUREAU OF RECLAMATION PROJECT AND
 SW0420'WAREHOUSE YARD, 0.5 KM (0.3 MI) SOUTHWEST OF THE BUREAU OF RECLAMATION
 SW0420'PROJECT OFFICE, 0.2 KM (0.1 MI) NORTHWEST ACROSS COUNTRY FROM STATE
 SW0420'HIGHWAY 155, 10.7 METERS (35 FT) NORTHWEST OF THE CENTERLINE OF THE
 SW0420'ROAD, 85 METERS (279 FT) NORTHEAST OF THE NORTHWEST END OF A
 SW0420'CHAIN-LINK FENCE, 24.8 METERS (81.5 FT) SOUTHWEST OF THE CENTER OF AN
 SW0420'OUTCROP WHICH IS ON TOP OF A BEDROCK CUT
 SW0420'THE MARK IS 0.4 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4278 ***********************************************************************
 RD4278  DESIGNATION -  14401
 RD4278  PID         -  RD4278
 RD4278  STATE/COUNTY-  WA/CLARK
 RD4278  USGS QUAD   -  BATTLE GROUND (1990)
 RD4278
 RD4278                         *CURRENT SURVEY CONTROL
 RD4278  ___________________________________________________________________
 RD4278* NAD 83(1986)-  45 46 24.     (N)    122 31 31.     (W)     SCALED    
 RD4278* NAVD 88     -        89.145  (meters)     292.47   (feet)  ADJUSTED  
 RD4278  ___________________________________________________________________
 RD4278  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 RD4278  DYNAMIC HT  -          89.145 (meters)     292.47  (feet)  COMP
 RD4278  MODELED GRAV-     980,613.8   (mgal)                       NAVD 88
 RD4278
 RD4278  VERT ORDER  -  SECOND    CLASS II
 RD4278
 RD4278.The horizontal coordinates were scaled from a topographic map and have
 RD4278.an estimated accuracy of +/- 6 seconds.
 RD4278
 RD4278.The orthometric height was determined by differential leveling
 RD4278.and adjusted by the National Geodetic Survey in April 1995..
 RD4278
 RD4278.The geoid height was determined by GEOID03.
 RD4278
 RD4278.The dynamic height is computed by dividing the NAVD 88
 RD4278.geopotential number by the normal gravity value computed on the
 RD4278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4278.degrees latitude (g = 980.6199 gals.).
 RD4278
 RD4278.The modeled gravity was interpolated from observed gravity values.
 RD4278
 RD4278;                    North         East    Units  Estimated Accuracy
 RD4278;SPC WA S     -    50,930.      342,490.      MT  (+/- 180 meters Scaled)
 RD4278
 RD4278                          SUPERSEDED SURVEY CONTROL
 RD4278
 RD4278  NGVD 29 (03/17/92)   88.090  (m)          289.01   (f) ADJUSTED    2 2
 RD4278
 RD4278.Superseded values are not recommended for survey control.
 RD4278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4278.See file dsdata.txt to determine how the superseded data were derived.
 RD4278
 RD4278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER369689(NAD 83)
 RD4278_MARKER: DB = BENCH MARK DISK
 RD4278_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4278_SP_SET: PREFAB CONC. POST IN CONCRETE
 RD4278_STAMPING: 14401 1990
 RD4278_MARK LOGO: WA-011
 RD4278_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4278+STABILITY: SURFACE MOTION
 RD4278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4278+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2004
 RD4278
 RD4278  HISTORY     - Date     Condition        Report By
 RD4278  HISTORY     - 1990     MONUMENTED       WA-011
 RD4278  HISTORY     - 20020324 MARK NOT FOUND   USPSQD
 RD4278  HISTORY     - 20040523 GOOD             USPSQD
 RD4278  HISTORY     - 20060808 MARK NOT FOUND   USPSQD
 RD4278
 RD4278                          STATION DESCRIPTION
 RD4278
 RD4278'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4278'IN CITY OF BATTLEGROUND, IN THE SOUTHEAST CORNER OF THE INTERSECTION
 RD4278'OF WILSON DRIVE (PRIVATE GRAVEL ROAD) WITH THE CHELATCHIE PRAIRIE
 RD4278'RAILROAD, 0.8 KM (0.5 MI) SOUTH OF THE RAILROAD CROSSING AT E. MAIN
 RD4278'STREET (N.E. 219TH ST), 25.5 FT (7.8 M) EAST OF THE CENTERLINE OF THE
 RD4278'TRACKS, 20 FT (6.1 M) SOUTH OF  CENTERLINE OF WILSON DRIVE, 47 FT
 RD4278'(14.3 M) SOUTHWEST OF POWER POLE NO. 32 2 60 16287SET 2 1/2 IN DIAM
 RD4278'DOMED BRASS DISK IN IRON PIPE CAST INTO TOP OF ROUND CONCRETE
 RD4278'MONUMENT SET IN MASS OF CONCRETE, WITH STEEL POST AND SIGN BY THE
 RD4278'POINT.
 RD4278
 RD4278                          STATION RECOVERY (2002)
 RD4278
 RD4278'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RD4278'MARK NOT FOUND.
 RD4278
 RD4278                          STATION RECOVERY (2004)
 RD4278
 RD4278'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 RD4278'MARK IS POSSIBLY IN NEW LOCATION.  MARK IS STAMPED 'CLARK CO. 14401
 RD4278'RESET 1991 BENCH MARK'. LOCATION IS 56 FT. SOUTH OF SE 10TH WAY
 RD4278'CENTERLINE (STILL GRAVEL), 102 FT. EAST OF EASTERLY RAILROAD TRACKS,
 RD4278'75 FT. SOUTHEAST OF THE PUD POWER POLE NUMBER 60-16287 (A RECENT
 RD4278'REPLACEMENT POLE).
 RD4278
 RD4278                          STATION RECOVERY (2006)
 RD4278
 RD4278'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4278'ORIGINAL DESCRIPTION NOW PUTS THIS MARK IN THE MIDDLE OF A WATER
 RD4278'RECOVERY POND. 2004 RECOVERY SOULD NOT BE USED AS IT IS LISTED AS A
 RD4278'RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0485 ***********************************************************************
 TO0485  DESIGNATION -  1442
 TO0485  PID         -  TO0485
 TO0485  STATE/COUNTY-  WA/STEVENS
 TO0485  USGS QUAD   -  CHINA BEND (1969)
 TO0485
 TO0485                         *CURRENT SURVEY CONTROL
 TO0485  ___________________________________________________________________
 TO0485* NAD 83(1986)-  48 51 21.     (N)    117 53 27.     (W)     SCALED    
 TO0485* NAVD 88     -       438.413  (meters)    1438.36   (feet)  ADJUSTED  
 TO0485  ___________________________________________________________________
 TO0485  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 TO0485  DYNAMIC HT  -         438.486 (meters)    1438.60  (feet)  COMP
 TO0485  MODELED GRAV-     980,765.1   (mgal)                       NAVD 88
 TO0485
 TO0485  VERT ORDER  -  FIRST     CLASS II
 TO0485
 TO0485.The horizontal coordinates were scaled from a topographic map and have
 TO0485.an estimated accuracy of +/- 6 seconds.
 TO0485
 TO0485.The orthometric height was determined by differential leveling
 TO0485.and adjusted by the National Geodetic Survey in June 1991..
 TO0485
 TO0485.The geoid height was determined by GEOID03.
 TO0485
 TO0485.The dynamic height is computed by dividing the NAVD 88
 TO0485.geopotential number by the normal gravity value computed on the
 TO0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0485.degrees latitude (g = 980.6199 gals.).
 TO0485
 TO0485.The modeled gravity was interpolated from observed gravity values.
 TO0485
 TO0485;                    North         East    Units  Estimated Accuracy
 TO0485;SPC WA N     -   210,470.      715,880.      MT  (+/- 180 meters Scaled)
 TO0485
 TO0485                          SUPERSEDED SURVEY CONTROL
 TO0485
 TO0485  NGVD 29 (??/??/92)  437.174  (m)         1434.30   (f) ADJ UNCH    1 2
 TO0485
 TO0485.Superseded values are not recommended for survey control.
 TO0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0485.See file dsdata.txt to determine how the superseded data were derived.
 TO0485
 TO0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ346118(NAD 83)
 TO0485_MARKER: P = PIPE CAP
 TO0485_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0485_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TO0485_STAMPING: 1442
 TO0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0485
 TO0485  HISTORY     - Date     Condition        Report By
 TO0485  HISTORY     - UNK      MONUMENTED       USGS
 TO0485  HISTORY     - 1948     GOOD             NGS
 TO0485
 TO0485                          STATION DESCRIPTION
 TO0485
 TO0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TO0485'7.3 MI S FROM NORTHPORT.
 TO0485'ALONG THE GREAT NORTHERN RAILROAD, 2 POLES NORTH OF MILE POLE 122, 26
 TO0485'FEET WEST OF TRACK CENTER LINE, LEVEL WITH TRACK, PIPE PROTRUDES 1
 TO0485'FOOT ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1243 ***********************************************************************
 RZ1243  DESIGNATION -  1444.279
 RZ1243  PID         -  RZ1243
 RZ1243  STATE/COUNTY-  WA/GARFIELD
 RZ1243  USGS QUAD   -  DODGE (1981)
 RZ1243
 RZ1243                         *CURRENT SURVEY CONTROL
 RZ1243  ___________________________________________________________________
 RZ1243* NAD 83(1986)-  46 32 38.     (N)    117 46 29.     (W)     SCALED    
 RZ1243* NAVD 88     -       441.122  (meters)    1447.25   (feet)  POSTED    
 RZ1243  ___________________________________________________________________
 RZ1243  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 RZ1243  DYNAMIC HT  -         441.120 (meters)    1447.24  (feet)  COMP
 RZ1243  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 RZ1243
 RZ1243  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RZ1243
 RZ1243.The horizontal coordinates were scaled from a topographic map and have
 RZ1243.an estimated accuracy of +/- 6 seconds.
 RZ1243
 RZ1243.The orthometric height was determined by differential leveling
 RZ1243.and adjusted by the National Geodetic Survey in 1992..
 RZ1243.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RZ1243.rate of 0.0 thru 1.0 mm/km.
 RZ1243
 RZ1243.The geoid height was determined by GEOID03.
 RZ1243
 RZ1243.The dynamic height is computed by dividing the NAVD 88
 RZ1243.geopotential number by the normal gravity value computed on the
 RZ1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1243.degrees latitude (g = 980.6199 gals.).
 RZ1243
 RZ1243.The modeled gravity was interpolated from observed gravity values.
 RZ1243
 RZ1243;                    North         East    Units  Estimated Accuracy
 RZ1243;SPC WA S     -   138,160.      708,970.      MT  (+/- 180 meters Scaled)
 RZ1243
 RZ1243                          SUPERSEDED SURVEY CONTROL
 RZ1243
 RZ1243  NGVD 29 (??/??/92)  440.152  (m)         1444.07   (f) ADJ UNCH    2 0
 RZ1243
 RZ1243.Superseded values are not recommended for survey control.
 RZ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1243.See file dsdata.txt to determine how the superseded data were derived.
 RZ1243
 RZ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM406547(NAD 83)
 RZ1243_MARKER: Q = CHISELED SQUARE
 RZ1243_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1243_SP_SET: ROCK CUT
 RZ1243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1243+STABILITY: POSITION/ELEVATION WELL
 RZ1243
 RZ1243  HISTORY     - Date     Condition        Report By
 RZ1243  HISTORY     - UNK      MONUMENTED       USGS
 RZ1243  HISTORY     - 1952     GOOD             NGS
 RZ1243
 RZ1243                          STATION DESCRIPTION
 RZ1243
 RZ1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ1243'3.8 MI NE FROM DODGE.
 RZ1243'3.8 MILES NORTHEAST ALONG U. S. HIGHWAY 295 FROM THE SERVICE STATION
 RZ1243'AT DODGE, A SQUARE CHISELED IN THE TOP OF THE ROCK FACING OF A CUT,
 RZ1243'93.0 FEET NORTHWEST OF BENCH MARK D 342, 16.8 FEET NORTHEAST OF THE
 RZ1243'CENTER LINE OF THE HIGHWAY, 0.8 FOOT NORTHEAST OF THE SOUTHWEST EDGE
 RZ1243'OF THE ROCK, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4251 ***********************************************************************
 RD4251  DESIGNATION -  14501
 RD4251  PID         -  RD4251
 RD4251  STATE/COUNTY-  WA/CLARK
 RD4251  USGS QUAD   -  MOUNT TABOR (1990)
 RD4251
 RD4251                         *CURRENT SURVEY CONTROL
 RD4251  ___________________________________________________________________
 RD4251* NAD 83(1986)-  45 37 02.     (N)    122 31 22.     (W)     SCALED    
 RD4251* NAVD 88     -        93.428  (meters)     306.52   (feet)  ADJUSTED  
 RD4251  ___________________________________________________________________
 RD4251  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 RD4251  DYNAMIC HT  -          93.427 (meters)     306.52  (feet)  COMP
 RD4251  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 RD4251
 RD4251  VERT ORDER  -  SECOND    CLASS II
 RD4251
 RD4251.The horizontal coordinates were scaled from a topographic map and have
 RD4251.an estimated accuracy of +/- 6 seconds.
 RD4251
 RD4251.The orthometric height was determined by differential leveling
 RD4251.and adjusted by the National Geodetic Survey in April 1995..
 RD4251
 RD4251.The geoid height was determined by GEOID03.
 RD4251
 RD4251.The dynamic height is computed by dividing the NAVD 88
 RD4251.geopotential number by the normal gravity value computed on the
 RD4251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4251.degrees latitude (g = 980.6199 gals.).
 RD4251
 RD4251.The modeled gravity was interpolated from observed gravity values.
 RD4251
 RD4251;                    North         East    Units  Estimated Accuracy
 RD4251;SPC WA S     -    33,580.      342,240.      MT  (+/- 180 meters Scaled)
 RD4251
 RD4251                          SUPERSEDED SURVEY CONTROL
 RD4251
 RD4251  NGVD 29 (03/17/92)   92.379  (m)          303.08   (f) ADJUSTED    2 2
 RD4251
 RD4251.Superseded values are not recommended for survey control.
 RD4251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4251.See file dsdata.txt to determine how the superseded data were derived.
 RD4251
 RD4251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER372516(NAD 83)
 RD4251_MARKER: DB = BENCH MARK DISK
 RD4251_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4251_SP_SET: IN CONCRETE CURB
 RD4251_STAMPING: 14501  1989
 RD4251_MARK LOGO: WA-011
 RD4251_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4251+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 RD4251
 RD4251  HISTORY     - Date     Condition        Report By
 RD4251  HISTORY     - 1989     MONUMENTED       WA-011
 RD4251  HISTORY     - 20040313 GOOD             USPSQD
 RD4251  HISTORY     - 20050317 GOOD             USPSQD
 RD4251  HISTORY     - 20060401 GOOD             USPSQD
 RD4251  HISTORY     - 20060421 GOOD             USPSQD
 RD4251
 RD4251                          STATION DESCRIPTION
 RD4251
 RD4251'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4251'ALONG SE MILL PLAIN, ON SOUTH SIDE OF ROAD, APPROX. 2.48 KM (1.54 MI)
 RD4251'EAST OF INTERSECTION OF MILL PLAIN AND CHKALOV, APPROX. 200 FT. WEST
 RD4251'OF HEARTHWOOD BLVD., 45 FT. NORTHWEST OF NORTHWEST CORNER OF DOMINOS
 RD4251'PIZZA BLDG.(CONCRETE BLOCK), 16 FT. EAST OF CURB DROP AT DRIVEWAY TO
 RD4251'WEST OF BUILDING, APPROX. 125 FT. WEST OF POLE NUMBER A22 35 277, IN
 RD4251'CONCRETE CURB, SET 2 INCH DOMED BRASS DISK.
 RD4251
 RD4251                          STATION RECOVERY (2004)
 RD4251
 RD4251'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4251'RECOVERED IN GOOD CONDITION.
 RD4251
 RD4251                          STATION RECOVERY (2005)
 RD4251
 RD4251'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4251'RECOVERED IN GOOD CONDITION.
 RD4251
 RD4251                          STATION RECOVERY (2006)
 RD4251
 RD4251'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 RD4251'RECOVERED IN GOOD CONDITION.
 RD4251
 RD4251                          STATION RECOVERY (2006)
 RD4251
 RD4251'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 RD4251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0547 ***********************************************************************
 SB0547  DESIGNATION -  1453 USGS
 SB0547  PID         -  SB0547
 SB0547  STATE/COUNTY-  WA/KITTITAS
 SB0547  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 SB0547
 SB0547                         *CURRENT SURVEY CONTROL
 SB0547  ___________________________________________________________________
 SB0547* NAD 83(1986)-  46 56 51.     (N)    120 31 23.     (W)     SCALED    
 SB0547* NAVD 88     -       443.875  (meters)    1456.28   (feet)  ADJUSTED  
 SB0547  ___________________________________________________________________
 SB0547  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 SB0547  DYNAMIC HT  -         443.877 (meters)    1456.29  (feet)  COMP
 SB0547  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 SB0547
 SB0547  VERT ORDER  -  FIRST     CLASS II
 SB0547
 SB0547.The horizontal coordinates were scaled from a topographic map and have
 SB0547.an estimated accuracy of +/- 6 seconds.
 SB0547
 SB0547.The orthometric height was determined by differential leveling
 SB0547.and adjusted by the National Geodetic Survey in June 1991..
 SB0547
 SB0547.The geoid height was determined by GEOID03.
 SB0547
 SB0547.The dynamic height is computed by dividing the NAVD 88
 SB0547.geopotential number by the normal gravity value computed on the
 SB0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0547.degrees latitude (g = 980.6199 gals.).
 SB0547
 SB0547.The modeled gravity was interpolated from observed gravity values.
 SB0547
 SB0547;                    North         East    Units  Estimated Accuracy
 SB0547;SPC WA S     -   179,420.      498,250.      MT  (+/- 180 meters Scaled)
 SB0547
 SB0547                          SUPERSEDED SURVEY CONTROL
 SB0547
 SB0547.No superseded survey control is available for this station.
 SB0547
 SB0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT884023(NAD 83)
 SB0547_MARKER: B = BOLT
 SB0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0547_SP_SET: ABUTMENT
 SB0547_STAMPING: 1453
 SB0547_MARK LOGO: USGS  
 SB0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0547
 SB0547  HISTORY     - Date     Condition        Report By
 SB0547  HISTORY     - UNK      MONUMENTED       USGS
 SB0547  HISTORY     - 1944     GOOD             NGS
 SB0547  HISTORY     - 1982     GOOD             NGS
 SB0547  HISTORY     - 1990     GOOD             USPSQD
 SB0547
 SB0547                          STATION DESCRIPTION
 SB0547
 SB0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SB0547'3.6 MI S FROM ELLENSBURG.
 SB0547'3.6 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0547'ELLENSBURG, KITTITAS COUNTY, 0.4 MILE NORTH OF MILEPOST 123, AT
 SB0547'CONCRETE BALLAST DECK BRIDGE NO. 123, ON THE EAST END OF THE CONCRETE
 SB0547'BACKWALL OF THE NORTH ABUTMENT, 6.3 FEET EAST OF THE EAST RAIL WHICH
 SB0547'IS PAINTED US 1452.8 BM, 0.8 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF
 SB0547'THE BACKWALL, AND 3 INCHES BELOW THE LEVEL OF THE TRACK.  THE HEAD OF
 SB0547'AN IRON BOLT, STAMPED 1453.
 SB0547
 SB0547                          STATION RECOVERY (1982)
 SB0547
 SB0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0547'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0547'5.85 KM (3.6 MI) SOUTH ALONG STATE HIGHWAY 821 FROM THE COURTHOUSE AT
 SB0547'ELLENSBURG, BENCH MARK IS A SQUARE HEAD IRON BOLT IN TOP OF THE EAST
 SB0547'CORNER OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF A SMALL
 SB0547'BURLINGTON NORTHERN CONCRETE BRIDGE 123, 1.3 KM (0.8 MI) SOUTHEAST OF
 SB0547'THE T JUNCTION OF TJOSSEM ROAD, 1.0 KM (0.6 MI) NORTHWEST OF THE
 SB0547'INTERSECTION OF RINGER ROAD SOUTH AND WOODHOUSE ROAD NORTH, 49.2
 SB0547'METERS (161.5 FT) SOUTHWEST OF THE HIGHWAY, 2.0 METERS (6.5 FT)
 SB0547'NORTHEAST OF THE NORTHEAST RAIL.
 SB0547'THE MARK IS 0.3 M BELOW THE TRACKS.
 SB0547
 SB0547                          STATION RECOVERY (1990)
 SB0547
 SB0547'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBD)
 SB0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1086 ***********************************************************************
 RC1086  DESIGNATION -  1455.2
 RC1086  PID         -  RC1086
 RC1086  STATE/COUNTY-  WA/KLICKITAT
 RC1086  USGS QUAD   -  QUIGLEY BUTTE (1983)
 RC1086
 RC1086                         *CURRENT SURVEY CONTROL
 RC1086  ___________________________________________________________________
 RC1086* NAD 83(1986)-  45 55 52.     (N)    121 29 35.     (W)     SCALED    
 RC1086* NAVD 88     -       444.428  (meters)    1458.09   (feet)  ADJUSTED  
 RC1086  ___________________________________________________________________
 RC1086  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 RC1086  DYNAMIC HT  -         444.404 (meters)    1458.02  (feet)  COMP
 RC1086  MODELED GRAV-     980,547.2   (mgal)                       NAVD 88
 RC1086
 RC1086  VERT ORDER  -  SECOND    CLASS 0
 RC1086
 RC1086.The horizontal coordinates were scaled from a topographic map and have
 RC1086.an estimated accuracy of +/- 6 seconds.
 RC1086
 RC1086.The orthometric height was determined by differential leveling
 RC1086.and adjusted by the National Geodetic Survey in June 1991..
 RC1086
 RC1086.The geoid height was determined by GEOID03.
 RC1086
 RC1086.The dynamic height is computed by dividing the NAVD 88
 RC1086.geopotential number by the normal gravity value computed on the
 RC1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1086.degrees latitude (g = 980.6199 gals.).
 RC1086
 RC1086.The modeled gravity was interpolated from observed gravity values.
 RC1086
 RC1086;                    North         East    Units  Estimated Accuracy
 RC1086;SPC WA S     -    66,930.      422,980.      MT  (+/- 180 meters Scaled)
 RC1086
 RC1086                          SUPERSEDED SURVEY CONTROL
 RC1086
 RC1086  NGVD 29 (??/??/92)  443.387  (m)         1454.68   (f) ADJ UNCH    2 0
 RC1086
 RC1086.Superseded values are not recommended for survey control.
 RC1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1086.See file dsdata.txt to determine how the superseded data were derived.
 RC1086
 RC1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR168874(NAD 83)
 RC1086_MARKER: Q = CHISELED SQUARE
 RC1086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1086_SP_SET: CULVERT
 RC1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1086
 RC1086  HISTORY     - Date     Condition        Report By
 RC1086  HISTORY     - UNK      MONUMENTED       USGS
 RC1086  HISTORY     - 1956     GOOD             NGS
 RC1086  HISTORY     - 1968     GOOD             USGS
 RC1086
 RC1086                          STATION DESCRIPTION
 RC1086
 RC1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1086'6.0 MI S FROM TROUT LAKE.
 RC1086'6.0 MILES SOUTH ALONG STATE HIGHWAY 8-D FROM THE MOUNT ADAMS RANGER
 RC1086'STATION AT TROUT LAKE, IN R10E T5N S13, AT A 3- BY 3-FOOT CONCRETE BOX
 RC1086'CULVERT OVER A SMALL CREEK, IN THE TOP OF THE NORTH END OF THE EAST
 RC1086'CONCRETE HEAD WALL, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 RC1086'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND MARKED BY THE BLACK PAINTED
 RC1086'NUMBERS 1455.2.
 RC1086
 RC1086                          STATION RECOVERY (1968)
 RC1086
 RC1086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RC1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0677 ***********************************************************************
 TR0677  DESIGNATION -  145.53
 TR0677  PID         -  TR0677
 TR0677  STATE/COUNTY-  WA/WHATCOM
 TR0677  USGS QUAD   -  FERNDALE (1994)
 TR0677
 TR0677                         *CURRENT SURVEY CONTROL
 TR0677  ___________________________________________________________________
 TR0677* NAD 83(1986)-  48 48 04.     (N)    122 32 36.     (W)     SCALED    
 TR0677* NAVD 88     -        45.597  (meters)     149.60   (feet)  POSTED    
 TR0677  ___________________________________________________________________
 TR0677  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TR0677  DYNAMIC HT  -          45.610 (meters)     149.64  (feet)  COMP
 TR0677  MODELED GRAV-     980,880.9   (mgal)                       NAVD 88
 TR0677
 TR0677  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 TR0677
 TR0677.This mark is at Bellingham Intl Airport (BLI)
 TR0677
 TR0677.The horizontal coordinates were scaled from a topographic map and have
 TR0677.an estimated accuracy of +/- 6 seconds.
 TR0677
 TR0677.The orthometric height was determined by differential leveling
 TR0677.and adjusted by the National Geodetic Survey in 1992..
 TR0677.No vertical observational check was made to the station.
 TR0677.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TR0677.was located on a no-check spur therefore a value was not computed.
 TR0677
 TR0677.The geoid height was determined by GEOID03.
 TR0677
 TR0677.The dynamic height is computed by dividing the NAVD 88
 TR0677.geopotential number by the normal gravity value computed on the
 TR0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0677.degrees latitude (g = 980.6199 gals.).
 TR0677
 TR0677.The modeled gravity was interpolated from observed gravity values.
 TR0677
 TR0677;                    North         East    Units  Estimated Accuracy
 TR0677;SPC WA N     -   201,660.      374,390.      MT  (+/- 180 meters Scaled)
 TR0677
 TR0677                          SUPERSEDED SURVEY CONTROL
 TR0677
 TR0677  NGVD 29 (??/??/92)   44.390  (m)          145.64   (f) ADJ UNCH    1 2
 TR0677
 TR0677.Superseded values are not recommended for survey control.
 TR0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0677.See file dsdata.txt to determine how the superseded data were derived.
 TR0677
 TR0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV335054(NAD 83)
 TR0677_MARKER: DB = BENCH MARK DISK
 TR0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0677+STABILITY: SURFACE MOTION
 TR0677
 TR0677  HISTORY     - Date     Condition        Report By
 TR0677  HISTORY     - UNK      MONUMENTED       DOD
 TR0677  HISTORY     - 1952     GOOD             NGS
 TR0677
 TR0677                          STATION DESCRIPTION
 TR0677
 TR0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0677'IN BELLINGHAM AIRPORT.
 TR0677'AT THE BELLINGHAM MUNICIPAL AIRPORT, AT THE NORTHWEST END OF THE
 TR0677'NORTHWEST-SOUTHEAST RUNWAY, THE TOP OF A 8- X 10-INCH COPPER PLAQUE
 TR0677'INSCRIBED BUILT BY WORKS PROGRESS ADMINISTRATION 1939-1940 FLUSH WITH
 TR0677'THE RUNWAY SURFACE, 22 FEET NORTHEAST OF THE CENTER LINE OF THE
 TR0677'RUNWAY, 1.0 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE RUNWAY. NOTE--
 TR0677'ROD WAS HELD ON THE DASH BETWEEN THE NUMBERS 1939 - 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4279 ***********************************************************************
 RD4279  DESIGNATION -  14601
 RD4279  PID         -  RD4279
 RD4279  STATE/COUNTY-  WA/CLARK
 RD4279  USGS QUAD   -  BATTLE GROUND (1990)
 RD4279
 RD4279                         *CURRENT SURVEY CONTROL
 RD4279  ___________________________________________________________________
 RD4279* NAD 83(1986)-  45 45 58.     (N)    122 31 23.     (W)     SCALED    
 RD4279* NAVD 88     -        84.988  (meters)     278.83   (feet)  ADJUSTED  
 RD4279  ___________________________________________________________________
 RD4279  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 RD4279  DYNAMIC HT  -          84.988 (meters)     278.83  (feet)  COMP
 RD4279  MODELED GRAV-     980,614.3   (mgal)                       NAVD 88
 RD4279
 RD4279  VERT ORDER  -  SECOND    CLASS II
 RD4279
 RD4279.The horizontal coordinates were scaled from a topographic map and have
 RD4279.an estimated accuracy of +/- 6 seconds.
 RD4279
 RD4279.The orthometric height was determined by differential leveling
 RD4279.and adjusted by the National Geodetic Survey in April 1995..
 RD4279
 RD4279.The geoid height was determined by GEOID03.
 RD4279
 RD4279.The dynamic height is computed by dividing the NAVD 88
 RD4279.geopotential number by the normal gravity value computed on the
 RD4279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4279.degrees latitude (g = 980.6199 gals.).
 RD4279
 RD4279.The modeled gravity was interpolated from observed gravity values.
 RD4279
 RD4279;                    North         East    Units  Estimated Accuracy
 RD4279;SPC WA S     -    50,120.      342,640.      MT  (+/- 180 meters Scaled)
 RD4279
 RD4279                          SUPERSEDED SURVEY CONTROL
 RD4279
 RD4279  NGVD 29 (03/17/92)   83.933  (m)          275.37   (f) ADJUSTED    2 2
 RD4279
 RD4279.Superseded values are not recommended for survey control.
 RD4279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4279.See file dsdata.txt to determine how the superseded data were derived.
 RD4279
 RD4279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER370681(NAD 83)
 RD4279_MARKER: DB = BENCH MARK DISK
 RD4279_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4279_SP_SET: PREFAB CONC. POST IN CONCRETE
 RD4279_STAMPING: 14601  1990
 RD4279_MARK LOGO: WA-011
 RD4279_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4279+STABILITY: SURFACE MOTION
 RD4279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4279+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 RD4279
 RD4279  HISTORY     - Date     Condition        Report By
 RD4279  HISTORY     - 1990     MONUMENTED       WA-011
 RD4279  HISTORY     - 20020324 GOOD             USPSQD
 RD4279  HISTORY     - 20050707 GOOD             USPSQD
 RD4279  HISTORY     - 20060808 GOOD             USPSQD
 RD4279  HISTORY     - 20060809 GOOD             USPSQD
 RD4279
 RD4279                          STATION DESCRIPTION
 RD4279
 RD4279'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4279'1 MILE SOUTH OF THE CITY OF BATTLEGROUND, IN THE SOUTHWEST CORNER OF
 RD4279'THE INTERSECTION OF N.E. 199TH STREET WITH THE CHELATCHIE PRAIRIE
 RD4279'RAILROAD, 21 FT (6.4 M) WEST OF CENTERLINE OF TRACKS, 48 FT (14.6 M)
 RD4279'SOUTH OF THE CENTERLINE OF 199TH STSET 2 1/2 IN DIAM DOMED BRASS
 RD4279'DISK IN IRON PIPE CAST INTO TOP OF ROUND CONCRETE MONUMENT SET IN
 RD4279'MASS OF CONCRETE. SET STEEL POST WITH SIGN BY THE POINT
 RD4279
 RD4279                          STATION RECOVERY (2002)
 RD4279
 RD4279'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RD4279'RECOVERED IN GOOD CONDITION.
 RD4279
 RD4279                          STATION RECOVERY (2005)
 RD4279
 RD4279'RECOVERY NOTE BY US POWER SQUADRON 2005
 RD4279'COVERED WITH WEEDS NEXT TO METAL STAKE
 RD4279
 RD4279                          STATION RECOVERY (2006)
 RD4279
 RD4279'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4279'RECOVERED IN GOOD CONDITION.
 RD4279
 RD4279                          STATION RECOVERY (2006)
 RD4279
 RD4279'RECOVERY NOTE BY US POWER SQUADRON 2006
 RD4279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0215 ***********************************************************************
 SB0215  DESIGNATION -  1472.6 USGS
 SB0215  PID         -  SB0215
 SB0215  STATE/COUNTY-  WA/YAKIMA
 SB0215  USGS QUAD   -  BLACK ROCK SPRING SW (1975)
 SB0215
 SB0215                         *CURRENT SURVEY CONTROL
 SB0215  ___________________________________________________________________
 SB0215* NAD 83(1986)-  46 30 19.     (N)    120 11 18.     (W)     SCALED    
 SB0215* NAVD 88     -       449.859  (meters)    1475.91   (feet)  ADJUSTED  
 SB0215  ___________________________________________________________________
 SB0215  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SB0215  DYNAMIC HT  -         449.851 (meters)    1475.89  (feet)  COMP
 SB0215  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 SB0215
 SB0215  VERT ORDER  -  SECOND    CLASS 0
 SB0215
 SB0215.The horizontal coordinates were scaled from a topographic map and have
 SB0215.an estimated accuracy of +/- 6 seconds.
 SB0215
 SB0215.The orthometric height was determined by differential leveling
 SB0215.and adjusted by the National Geodetic Survey in June 1991..
 SB0215
 SB0215.The geoid height was determined by GEOID03.
 SB0215
 SB0215.The dynamic height is computed by dividing the NAVD 88
 SB0215.geopotential number by the normal gravity value computed on the
 SB0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0215.degrees latitude (g = 980.6199 gals.).
 SB0215
 SB0215.The modeled gravity was interpolated from observed gravity values.
 SB0215
 SB0215;                    North         East    Units  Estimated Accuracy
 SB0215;SPC WA S     -   130,310.      523,920.      MT  (+/- 180 meters Scaled)
 SB0215
 SB0215                          SUPERSEDED SURVEY CONTROL
 SB0215
 SB0215  NGVD 29 (??/??/92)  448.768  (m)         1472.33   (f) ADJ UNCH    2 0
 SB0215
 SB0215.Superseded values are not recommended for survey control.
 SB0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0215.See file dsdata.txt to determine how the superseded data were derived.
 SB0215
 SB0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS157540(NAD 83)
 SB0215_MARKER: Q = CHISELED SQUARE
 SB0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0215_SP_SET: FOUNDATION
 SB0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0215
 SB0215  HISTORY     - Date     Condition        Report By
 SB0215  HISTORY     - UNK      MONUMENTED       USGS
 SB0215  HISTORY     - 1949     GOOD             NGS
 SB0215
 SB0215                          STATION DESCRIPTION
 SB0215
 SB0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0215'1.0 MI W FROM WASHINGTON STATE QUARANTINE STA.
 SB0215'1.0 MILE WEST ALONG STATE HIGHWAY 11-A FROM THE WASHINGTON STATE
 SB0215'QUARANTINE STATION, ON THE OUTSIDE OF A CURVE, 190 FEET SOUTH OF THE
 SB0215'CENTER LINE OF THE HIGHWAY, 12 1/2 FEET SOUTHEAST OF A POLE, ON THE
 SB0215'NORTHEAST CORNER OF THE FORMER CONCRETE FOUNDATION FOR A HOUSE, 1.5
 SB0215'FEET ABOVE THE GROUND, AND MARKED BY THE WHITE PAINTED LETTERS U S
 SB0215'1472.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0546 ***********************************************************************
 SA0546  DESIGNATION -  1476 T
 SA0546  PID         -  SA0546
 SA0546  STATE/COUNTY-  WA/ADAMS
 SA0546  USGS QUAD   -  PROVIDENCE (1970)
 SA0546
 SA0546                         *CURRENT SURVEY CONTROL
 SA0546  ___________________________________________________________________
 SA0546* NAD 83(1986)-  46 56 13.     (N)    118 42 39.     (W)     SCALED    
 SA0546* NAVD 88     -       450.841  (meters)    1479.13   (feet)  ADJUSTED  
 SA0546  ___________________________________________________________________
 SA0546  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 SA0546  DYNAMIC HT  -         450.859 (meters)    1479.19  (feet)  COMP
 SA0546  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 SA0546
 SA0546  VERT ORDER  -  FIRST     CLASS II
 SA0546
 SA0546.The horizontal coordinates were scaled from a topographic map and have
 SA0546.an estimated accuracy of +/- 6 seconds.
 SA0546
 SA0546.The orthometric height was determined by differential leveling
 SA0546.and adjusted by the National Geodetic Survey in June 1991..
 SA0546
 SA0546.The geoid height was determined by GEOID03.
 SA0546
 SA0546.The dynamic height is computed by dividing the NAVD 88
 SA0546.geopotential number by the normal gravity value computed on the
 SA0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0546.degrees latitude (g = 980.6199 gals.).
 SA0546
 SA0546.The modeled gravity was interpolated from observed gravity values.
 SA0546
 SA0546;                    North         East    Units  Estimated Accuracy
 SA0546;SPC WA S     -   179,790.      636,220.      MT  (+/- 180 meters Scaled)
 SA0546
 SA0546                          SUPERSEDED SURVEY CONTROL
 SA0546
 SA0546  NGVD 29 (??/??/92)  449.725  (m)         1475.47   (f) ADJ UNCH    1 2
 SA0546
 SA0546.Superseded values are not recommended for survey control.
 SA0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0546.See file dsdata.txt to determine how the superseded data were derived.
 SA0546
 SA0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM697995(NAD 83)
 SA0546_MARKER: P = PIPE CAP
 SA0546_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0546_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0546_STAMPING: 1476 T
 SA0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0546
 SA0546  HISTORY     - Date     Condition        Report By
 SA0546  HISTORY     - UNK      MONUMENTED       USGS
 SA0546  HISTORY     - 1944     GOOD             NGS
 SA0546
 SA0546                          STATION DESCRIPTION
 SA0546
 SA0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SA0546'5.9 MI SW FROM LIND.
 SA0546'5.9 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0546'STATION AT LIND, 300 FEET SOUTH OF BLOCK SIGNAL 875, 39.7 FEET EAST OF
 SA0546'THE EAST RAIL, AND 1 FOOT LOWER THAN THE TRACK.  RIVETED ON THE TOP OF
 SA0546'A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0543 ***********************************************************************
 SB0543  DESIGNATION -  1477 USGS
 SB0543  PID         -  SB0543
 SB0543  STATE/COUNTY-  WA/KITTITAS
 SB0543  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 SB0543
 SB0543                         *CURRENT SURVEY CONTROL
 SB0543  ___________________________________________________________________
 SB0543* NAD 83(1986)-  46 58 06.     (N)    120 32 15.     (W)     SCALED    
 SB0543* NAVD 88     -       451.267  (meters)    1480.53   (feet)  ADJUSTED  
 SB0543  ___________________________________________________________________
 SB0543  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SB0543  DYNAMIC HT  -         451.268 (meters)    1480.54  (feet)  COMP
 SB0543  MODELED GRAV-     980,603.6   (mgal)                       NAVD 88
 SB0543
 SB0543  VERT ORDER  -  FIRST     CLASS II
 SB0543
 SB0543.The horizontal coordinates were scaled from a topographic map and have
 SB0543.an estimated accuracy of +/- 6 seconds.
 SB0543
 SB0543.The orthometric height was determined by differential leveling
 SB0543.and adjusted by the National Geodetic Survey in June 1991..
 SB0543
 SB0543.The geoid height was determined by GEOID03.
 SB0543
 SB0543.The dynamic height is computed by dividing the NAVD 88
 SB0543.geopotential number by the normal gravity value computed on the
 SB0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0543.degrees latitude (g = 980.6199 gals.).
 SB0543
 SB0543.The modeled gravity was interpolated from observed gravity values.
 SB0543
 SB0543;                    North         East    Units  Estimated Accuracy
 SB0543;SPC WA S     -   181,730.      497,150.      MT  (+/- 180 meters Scaled)
 SB0543
 SB0543                          SUPERSEDED SURVEY CONTROL
 SB0543
 SB0543  NGVD 29 (??/??/92)  450.157  (m)         1476.89   (f) ADJ UNCH    1 2
 SB0543
 SB0543.Superseded values are not recommended for survey control.
 SB0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0543.See file dsdata.txt to determine how the superseded data were derived.
 SB0543
 SB0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT873045(NAD 83)
 SB0543_MARKER: Z = SEE DESCRIPTION
 SB0543_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0543_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0543
 SB0543  HISTORY     - Date     Condition        Report By
 SB0543  HISTORY     - UNK      MONUMENTED       USGS
 SB0543  HISTORY     - 1944     GOOD             NGS
 SB0543  HISTORY     - 1982     POOR             NGS
 SB0543  HISTORY     - 1990     POOR             USPSQD
 SB0543
 SB0543                          STATION DESCRIPTION
 SB0543
 SB0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SB0543'2.0 MI S FROM ELLENSBURG.
 SB0543'2.0 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0543'ELLENSBURG, KITTITAS COUNTY, AT MILEPOST 125, AT BRIDGE NO. 124.2, IN
 SB0543'THE TOP OF THE EAST END OF THE CONCRETE BACKWALL FOR THE NORTH
 SB0543'ABUTMENT, 5.8 FEET EAST OF THE EAST RAIL, 1 FOOT WEST OF THE EAST END
 SB0543'OF THE BACKWALL, 0.3 FOOT WEST OF BENCH MARK N 246 DESCRIBED ABOVE,
 SB0543'AND 0.5 FOOT BELOW THE LEVEL OF THE TRACK.  THE TOP OF A 1/2-INCH IRON
 SB0543'PIPE.  NOTE-- IT WAS REPORTED IN JULY 1944 THAT THE EAST BALLAST
 SB0543'RETAINING WALL OF THE BRIDGE IS PAINTED US 1477.0 BM.
 SB0543
 SB0543                          STATION RECOVERY (1982)
 SB0543
 SB0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0543'RECOVERED IN POOR CONDITION.  NOTE--1/2 INCH IRON PIPE.
 SB0543
 SB0543                          STATION RECOVERY (1990)
 SB0543
 SB0543'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBD)
 SB0543'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1274 ***********************************************************************
 SA1274  DESIGNATION -  1479
 SA1274  PID         -  SA1274
 SA1274  STATE/COUNTY-  WA/BENTON
 SA1274  USGS QUAD   -  SNIVELY BASIN (1974)
 SA1274
 SA1274                         *CURRENT SURVEY CONTROL
 SA1274  ___________________________________________________________________
 SA1274* NAD 83(1986)-  46 27 07.     (N)    119 42 51.     (W)     SCALED    
 SA1274* NAVD 88     -       451.671  (meters)    1481.86   (feet)  ADJUSTED  
 SA1274  ___________________________________________________________________
 SA1274  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 SA1274  DYNAMIC HT  -         451.653 (meters)    1481.80  (feet)  COMP
 SA1274  MODELED GRAV-     980,561.5   (mgal)                       NAVD 88
 SA1274
 SA1274  VERT ORDER  -  SECOND    CLASS 0
 SA1274
 SA1274.The horizontal coordinates were scaled from a topographic map and have
 SA1274.an estimated accuracy of +/- 6 seconds.
 SA1274
 SA1274.The orthometric height was determined by differential leveling
 SA1274.and adjusted by the National Geodetic Survey in June 1991..
 SA1274
 SA1274.The geoid height was determined by GEOID03.
 SA1274
 SA1274.The dynamic height is computed by dividing the NAVD 88
 SA1274.geopotential number by the normal gravity value computed on the
 SA1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1274.degrees latitude (g = 980.6199 gals.).
 SA1274
 SA1274.The modeled gravity was interpolated from observed gravity values.
 SA1274
 SA1274;                    North         East    Units  Estimated Accuracy
 SA1274;SPC WA S     -   124,630.      560,370.      MT  (+/- 180 meters Scaled)
 SA1274
 SA1274                          SUPERSEDED SURVEY CONTROL
 SA1274
 SA1274  NGVD 29 (??/??/92)  450.584  (m)         1478.29   (f) ADJ UNCH    2 0
 SA1274
 SA1274.Superseded values are not recommended for survey control.
 SA1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1274.See file dsdata.txt to determine how the superseded data were derived.
 SA1274
 SA1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM915478(NAD 83)
 SA1274_MARKER: P = PIPE CAP
 SA1274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1274_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1274_STAMPING: 1479 WASH 1915
 SA1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1274
 SA1274  HISTORY     - Date     Condition        Report By
 SA1274  HISTORY     - 1915     MONUMENTED       USGS
 SA1274  HISTORY     - 1949     GOOD             NGS
 SA1274
 SA1274                          STATION DESCRIPTION
 SA1274
 SA1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1274'5.6 MI SW FROM BENSON RANCH.
 SA1274'5.6 MILES SOUTHWEST ALONG A COUNTY GRADED ROAD FROM BENSON RANCH, AT
 SA1274'THE FORMER SITE OF THE SNIVELY RANCH, 51.5 FEET SOUTHWEST OF THE
 SA1274'SOUTHWEST CORNER OF THE ROCK AND CONCRETE BASEMENT OF THE HOUSE, 24
 SA1274'FEET EAST OF THE CENTER LINE OF THE ROAD, 22 1/2 FEET SOUTHWEST OF A
 SA1274'36-INCH BURNT DEAD TREE, 13.5 FEET EAST OF A MESH WIRE FENCE, 1.6 FEET
 SA1274'WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND RIVETED
 SA1274'ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4285 ***********************************************************************
 RD4285  DESIGNATION -  14811
 RD4285  PID         -  RD4285
 RD4285  STATE/COUNTY-  WA/CLARK
 RD4285  USGS QUAD   -  ORCHARDS (1990)
 RD4285
 RD4285                         *CURRENT SURVEY CONTROL
 RD4285  ___________________________________________________________________
 RD4285* NAD 83(1986)-  45 43 44.     (N)    122 33 06.     (W)     SCALED    
 RD4285* NAVD 88     -        91.022  (meters)     298.63   (feet)  ADJUSTED  
 RD4285  ___________________________________________________________________
 RD4285  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 RD4285  DYNAMIC HT  -          91.022 (meters)     298.63  (feet)  COMP
 RD4285  MODELED GRAV-     980,618.7   (mgal)                       NAVD 88
 RD4285
 RD4285  VERT ORDER  -  SECOND    CLASS II
 RD4285
 RD4285.The horizontal coordinates were scaled from a topographic map and have
 RD4285.an estimated accuracy of +/- 6 seconds.
 RD4285
 RD4285.The orthometric height was determined by differential leveling
 RD4285.and adjusted by the National Geodetic Survey in April 1995..
 RD4285
 RD4285.The geoid height was determined by GEOID03.
 RD4285
 RD4285.The dynamic height is computed by dividing the NAVD 88
 RD4285.geopotential number by the normal gravity value computed on the
 RD4285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4285.degrees latitude (g = 980.6199 gals.).
 RD4285
 RD4285.The modeled gravity was interpolated from observed gravity values.
 RD4285
 RD4285;                    North         East    Units  Estimated Accuracy
 RD4285;SPC WA S     -    46,040.      340,310.      MT  (+/- 180 meters Scaled)
 RD4285
 RD4285                          SUPERSEDED SURVEY CONTROL
 RD4285
 RD4285  NGVD 29 (03/17/92)   89.969  (m)          295.17   (f) ADJUSTED    2 2
 RD4285
 RD4285.Superseded values are not recommended for survey control.
 RD4285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4285.See file dsdata.txt to determine how the superseded data were derived.
 RD4285
 RD4285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348640(NAD 83)
 RD4285_MARKER: DB = BENCH MARK DISK
 RD4285_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4285_SP_SET: PREFAB CONC. POST IN CONCRETE
 RD4285_STAMPING: BENCH MARK 14811  1990
 RD4285_MARK LOGO: WADT  
 RD4285_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4285+STABILITY: SURFACE MOTION
 RD4285
 RD4285  HISTORY     - Date     Condition        Report By
 RD4285  HISTORY     - 1990     MONUMENTED       WA-011
 RD4285  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 RD4285
 RD4285                          STATION DESCRIPTION
 RD4285
 RD4285'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4285'ON EAST SIDE OF N.E. 117TH AVENUE (NEAR TRANSISTION TO N.E. CAPLES
 RD4285'ROAD) 0.5 MILES SOUTH OF BRUSH PRAIRIE, 27.5 FT (8.4 M) SOUTHEASTERLY
 RD4285'OF CENTERLINE, 69 FT (21.0 M) SOUTHWESTERLY ALONG N.E. 117TH AVE.
 RD4285'FROM THE INTERSECTION WITH N.E. 149TH STREET, 97.5 FT (29.7 M)
 RD4285'NORTHEASTERLY OF POWER POLE NO. A32 22 60 15453, 1.5 FT (0.5 M)
 RD4285'NORTHEASTERLY OF A WOOD FENCE.DATUM POINT IS TOP OF 3/8 IN DIAM.
 RD4285'DOMED BRASS SCREW SET INTO TOP CENTER OF FLAT BRASS DISK CAST INTO
 RD4285'ROUND CONCRETE MONUMENT SET IN MASS OF CONCRETE. SET STEEL POST WITH
 RD4285'SIGN BY THE POINT
 RD4285
 RD4285                          STATION RECOVERY (2004)
 RD4285
 RD4285'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD4285'ROAD WIDENED AND A TURN LANE ADDED PUTTIN THE LOCATION OF THE MARK IN
 RD4285'THE STREET. A THROUGH SEARCH OF THE AREA MADE BUT THE STATION COULD
 RD4285'NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4252 ***********************************************************************
 RD4252  DESIGNATION -  14851
 RD4252  PID         -  RD4252
 RD4252  STATE/COUNTY-  WA/CLARK
 RD4252  USGS QUAD   -  MOUNT TABOR (1990)
 RD4252
 RD4252                         *CURRENT SURVEY CONTROL
 RD4252  ___________________________________________________________________
 RD4252* NAD 83(1986)-  45 37 02.     (N)    122 31 16.     (W)     SCALED    
 RD4252* NAVD 88     -        94.038  (meters)     308.52   (feet)  ADJUSTED  
 RD4252  ___________________________________________________________________
 RD4252  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 RD4252  DYNAMIC HT  -          94.038 (meters)     308.52  (feet)  COMP
 RD4252  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 RD4252
 RD4252  VERT ORDER  -  SECOND    CLASS II
 RD4252
 RD4252.The horizontal coordinates were scaled from a topographic map and have
 RD4252.an estimated accuracy of +/- 6 seconds.
 RD4252
 RD4252.The orthometric height was determined by differential leveling
 RD4252.and adjusted by the National Geodetic Survey in April 1995..
 RD4252
 RD4252.The geoid height was determined by GEOID03.
 RD4252
 RD4252.The dynamic height is computed by dividing the NAVD 88
 RD4252.geopotential number by the normal gravity value computed on the
 RD4252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4252.degrees latitude (g = 980.6199 gals.).
 RD4252
 RD4252.The modeled gravity was interpolated from observed gravity values.
 RD4252
 RD4252;                    North         East    Units  Estimated Accuracy
 RD4252;SPC WA S     -    33,580.      342,370.      MT  (+/- 180 meters Scaled)
 RD4252
 RD4252                          SUPERSEDED SURVEY CONTROL
 RD4252
 RD4252  NGVD 29 (03/17/92)   92.990  (m)          305.08   (f) ADJUSTED    2 2
 RD4252
 RD4252.Superseded values are not recommended for survey control.
 RD4252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4252.See file dsdata.txt to determine how the superseded data were derived.
 RD4252
 RD4252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER373516(NAD 83)
 RD4252_MARKER: DB = BENCH MARK DISK
 RD4252_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4252_SP_SET: IN CONCRETE CURB
 RD4252_STAMPING: 14851 1989
 RD4252_MARK LOGO: WA-011
 RD4252_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4252+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 RD4252
 RD4252  HISTORY     - Date     Condition        Report By
 RD4252  HISTORY     - 1989     MONUMENTED       WA-011
 RD4252  HISTORY     - 20040313 GOOD             USPSQD
 RD4252  HISTORY     - 20050317 GOOD             USPSQD
 RD4252  HISTORY     - 20060401 GOOD             USPSQD
 RD4252  HISTORY     - 20060421 GOOD             USPSQD
 RD4252
 RD4252                          STATION DESCRIPTION
 RD4252
 RD4252'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4252'ALONG SE MILL PLAIN, ON SOUTH SIDE OF ROAD, APPROX. 2.64 KM (1.64 MI)
 RD4252'EAST OF INTERSECTION OF MILL PLAIN AND CHKALOV, APPROX. 145 FT. EAST
 RD4252'OF PROJECTED CENTERLINE OF SE 148TH AVENUE, 115 FT. EAST OF POWER
 RD4252'POLE (NO NUMBERS), IN CONCRETE CURB, SET 2 INCH DOMED BRASS DISK.
 RD4252
 RD4252                          STATION RECOVERY (2004)
 RD4252
 RD4252'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4252'RECOVERED IN GOOD CONDITION.
 RD4252
 RD4252                          STATION RECOVERY (2005)
 RD4252
 RD4252'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4252'RECOVERED IN GOOD CONDITION.
 RD4252
 RD4252                          STATION RECOVERY (2006)
 RD4252
 RD4252'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 RD4252'RECOVERED IN GOOD CONDITION.
 RD4252
 RD4252                          STATION RECOVERY (2006)
 RD4252
 RD4252'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 RD4252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI2201 ***********************************************************************
 AI2201  DESIGNATION -  149 FMK
 AI2201  PID         -  AI2201
 AI2201  STATE/COUNTY-  WA/CHELAN
 AI2201  USGS QUAD   -  TYEE MTN (1987)
 AI2201
 AI2201                         *CURRENT SURVEY CONTROL
 AI2201  ___________________________________________________________________
 AI2201* NAD 83(1998)-  47 47 50.39009(N)    120 24 02.60313(W)     ADJUSTED  
 AI2201* NAVD 88     -       483.6    (meters)    1587.     (feet)  GPS OBS   
 AI2201  ___________________________________________________________________
 AI2201  X           -  -2,172,323.091 (meters)                     COMP
 AI2201  Y           -  -3,702,528.007 (meters)                     COMP
 AI2201  Z           -   4,702,112.694 (meters)                     COMP
 AI2201  LAPLACE CORR-          -8.97  (seconds)                    DEFLEC99
 AI2201  ELLIP HEIGHT-         465.00  (meters)          (03/21/00) GPS OBS
 AI2201  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 AI2201
 AI2201  HORZ ORDER  -  A
 AI2201  ELLP ORDER  -  THIRD     CLASS II
 AI2201
 AI2201.The horizontal coordinates were established by GPS observations
 AI2201.and adjusted by the National Geodetic Survey in March 2000..
 AI2201.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI2201.DATUM ITEM on the data sheet items page.
 AI2201
 AI2201.The orthometric height was determined by GPS observations and a
 AI2201.high-resolution geoid model.
 AI2201
 AI2201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2201
 AI2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2201
 AI2201.The ellipsoidal height was determined by GPS observations
 AI2201.and is referenced to NAD 83.
 AI2201
 AI2201.The geoid height was determined by GEOID03.
 AI2201
 AI2201;                    North         East     Units Scale Factor Converg.
 AI2201;SPC WA N     -    88,739.715   532,408.396   MT  0.99995783   +0 19 19.5
 AI2201;SPC WA N     -   291,140.21  1,746,743.21   sFT  0.99995783   +0 19 19.5
 AI2201;UTM  10      - 5,297,046.459   694,646.131   MT  1.00006559   +1 55 33.9
 AI2201
 AI2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2201!SPC WA N     -   0.99992712  x   0.99995783  =   0.99988496
 AI2201!UTM  10      -   0.99992712  x   1.00006559  =   0.99999271
 AI2201
 AI2201                          SUPERSEDED SURVEY CONTROL
 AI2201
 AI2201  NAD 83(1991)-  47 47 50.38871(N)    120 24 02.60362(W) AD(       ) B
 AI2201  ELLIP H (11/01/99)  465.15   (m)                       GP(       ) 4 1
 AI2201
 AI2201.Superseded values are not recommended for survey control.
 AI2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2201.See file dsdata.txt to determine how the superseded data were derived.
 AI2201
 AI2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9464697046(NAD 83)
 AI2201_MARKER: DD = SURVEY DISK
 AI2201_SETTING: 66 = SET IN ROCK OUTCROP
 AI2201_STAMPING: 149 FMK 1967
 AI2201_MARK LOGO: USGS  
 AI2201_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI2201+STABILITY: POSITION/ELEVATION WELL
 AI2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2201+SATELLITE: SATELLITE OBSERVATIONS - 1967
 AI2201
 AI2201  HISTORY     - Date     Condition        Report By
 AI2201  HISTORY     - 1967     MONUMENTED       USGS
 AI2201
 AI2201                          STATION DESCRIPTION
 AI2201
 AI2201'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AI2201'THE STATION IS LOCATED 30 MI (48.3 KM) SOUTHWEST OF CHELAN AND 5 MI
 AI2201'(8.0 KM) NORTH OF ARDENVOIR.  TO REACH FROM THE POST OFFICE IN
 AI2201'ARDENVOIR, GO NORTHERLY ON ENTIAT RIVER ROAD FOR 5.3 MI (8.5 KM) TO
 AI2201'THE STATION ON THE RIGHT OPPOSITE A DRIVEWAY TO A HOUSE WITH A GARAGE.
 AI2201'IT IS, 35 FT (10.7 M) NORTHEAST OF THE CENTERLINE OF THE ROAD, 19 FT
 AI2201'(5.8 M) NORTH-NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND 1.5 FT
 AI2201'(0.5 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4282 ***********************************************************************
 RD4282  DESIGNATION -  14901
 RD4282  PID         -  RD4282
 RD4282  STATE/COUNTY-  WA/CLARK
 RD4282  USGS QUAD   -  ORCHARDS (1990)
 RD4282
 RD4282                         *CURRENT SURVEY CONTROL
 RD4282  ___________________________________________________________________
 RD4282* NAD 83(1986)-  45 44 48.     (N)    122 31 06.     (W)     SCALED    
 RD4282* NAVD 88     -        94.008  (meters)     308.42   (feet)  ADJUSTED  
 RD4282  ___________________________________________________________________
 RD4282  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 RD4282  DYNAMIC HT  -          94.008 (meters)     308.42  (feet)  COMP
 RD4282  MODELED GRAV-     980,615.3   (mgal)                       NAVD 88
 RD4282
 RD4282  VERT ORDER  -  SECOND    CLASS II
 RD4282
 RD4282.The horizontal coordinates were scaled from a topographic map and have
 RD4282.an estimated accuracy of +/- 6 seconds.
 RD4282
 RD4282.The orthometric height was determined by differential leveling
 RD4282.and adjusted by the National Geodetic Survey in April 1995..
 RD4282
 RD4282.The geoid height was determined by GEOID03.
 RD4282
 RD4282.The dynamic height is computed by dividing the NAVD 88
 RD4282.geopotential number by the normal gravity value computed on the
 RD4282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4282.degrees latitude (g = 980.6199 gals.).
 RD4282
 RD4282.The modeled gravity was interpolated from observed gravity values.
 RD4282
 RD4282;                    North         East    Units  Estimated Accuracy
 RD4282;SPC WA S     -    47,950.      342,960.      MT  (+/- 180 meters Scaled)
 RD4282
 RD4282                          SUPERSEDED SURVEY CONTROL
 RD4282
 RD4282  NGVD 29 (03/17/92)   92.954  (m)          304.97   (f) ADJUSTED    2 2
 RD4282
 RD4282.Superseded values are not recommended for survey control.
 RD4282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4282.See file dsdata.txt to determine how the superseded data were derived.
 RD4282
 RD4282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER374660(NAD 83)
 RD4282_MARKER: DB = BENCH MARK DISK
 RD4282_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4282_SP_SET: PREFAB CONC. POST IN CONCRETE
 RD4282_STAMPING: 14901  1990
 RD4282_MARK LOGO: WA-011
 RD4282_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4282+STABILITY: SURFACE MOTION
 RD4282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4282+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RD4282
 RD4282  HISTORY     - Date     Condition        Report By
 RD4282  HISTORY     - 1990     MONUMENTED       WA-011
 RD4282  HISTORY     - 20040604 GOOD             USPSQD
 RD4282  HISTORY     - 20050503 GOOD             USPSQD
 RD4282  HISTORY     - 20060718 GOOD             USPSQD
 RD4282
 RD4282                          STATION DESCRIPTION
 RD4282
 RD4282'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4282'ALONG THE THE CHELATCHIE PRAIRIE RAILROAD 2.5 MILES SOUTH OF THE CITY
 RD4282'OF BATTLEGROUND, IN THE SOUTHWEST CORNER OF THE CROSSING AT N.E.
 RD4282'CEDARS VIEW DR. (PRIVATE GRAVEL ROAD) 31 FT (9.4 M) WEST OF
 RD4282'CENTERLINE OF TRACKS, 16 FT (4.9 M) SOUTH OF THE CENTERLINE OF THE
 RD4282'DRIVE, 25 FT (7.6 M) EAST OF A FENCESET 2 1/2 IN DIAM DOMED BRASS
 RD4282'DISK IN IRON PIPE CAST INTO TOP OF ROUND CONCRETE MONUMENT SET IN
 RD4282'MASS OF CONCRETE. SET STEEL POST WITH SIGN BY THE POINT
 RD4282
 RD4282                          STATION RECOVERY (2004)
 RD4282
 RD4282'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4282'RECOVERED IN GOOD CONDITION.
 RD4282
 RD4282                          STATION RECOVERY (2005)
 RD4282
 RD4282'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4282'RECOVERED IN GOOD CONDITION.
 RD4282
 RD4282                          STATION RECOVERY (2006)
 RD4282
 RD4282'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3442 ***********************************************************************
 SY3442  DESIGNATION -  15
 SY3442  PID         -  SY3442
 SY3442  STATE/COUNTY-  WA/MASON
 SY3442  USGS QUAD   -  MASON LAKE (1994)
 SY3442
 SY3442                         *CURRENT SURVEY CONTROL
 SY3442  ___________________________________________________________________
 SY3442* NAD 83(1991)-  47 15 00.46722(N)    122 55 39.66581(W)     ADJUSTED  
 SY3442* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY3442  ___________________________________________________________________
 SY3442  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 SY3442  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 SY3442
 SY3442  HORZ ORDER  -  THIRD
 SY3442
 SY3442.The horizontal coordinates were established by classical geodetic methods
 SY3442.and adjusted by the National Geodetic Survey in December 1991..
 SY3442
 SY3442.The orthometric height was scaled from a topographic map.
 SY3442
 SY3442.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3442
 SY3442.The geoid height was determined by GEOID03.
 SY3442
 SY3442;                    North         East     Units Scale Factor Converg.
 SY3442;SPC WA S     -   215,887.681   316,255.779   MT  0.99998203   -1 45 48.5
 SY3442;SPC WA S     -   708,291.50  1,037,582.50   sFT  0.99998203   -1 45 48.5
 SY3442;UTM  10      - 5,232,963.271   505,472.083   MT  0.99960037   +0 03 11.2
 SY3442
 SY3442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3442!SPC WA S     -   1.00000298  x   0.99998203  =   0.99998501
 SY3442!UTM  10      -   1.00000298  x   0.99960037  =   0.99960335
 SY3442
 SY3442:                Primary Azimuth Mark                     Grid Az
 SY3442:SPC WA S     -  ROST                                     047 55 16.0
 SY3442:UTM  10      -  ROST                                     046 06 16.3
 SY3442
 SY3442|---------------------------------------------------------------------|
 SY3442| PID    Reference Object                     Distance      Geod. Az  |
 SY3442|                                                           dddmmss.s |
 SY3442| SY3436 ROST                                APPROX. 1.0 KM 0460927.5 |
 SY3442| CE3301 15 RM 1                              14.097 METERS 20104     |
 SY3442| CE3302 15 RM 2                               8.688 METERS 32905     |
 SY3442|---------------------------------------------------------------------|
 SY3442
 SY3442                          SUPERSEDED SURVEY CONTROL
 SY3442
 SY3442  NAD 83(1986)-  47 15 00.46465(N)    122 55 39.67332(W) AD(       ) 3
 SY3442  NAD 27      -  47 15 01.12100(N)    122 55 35.17500(W) AD(       ) 3
 SY3442
 SY3442.Superseded values are not recommended for survey control.
 SY3442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3442.See file dsdata.txt to determine how the superseded data were derived.
 SY3442
 SY3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0547232963(NAD 83)
 SY3442
 SY3442  HISTORY     - Date     Condition        Report By
 SY3442  HISTORY     - 1936     MONUMENTED       USGS
 SY3442  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3442
 SY3442                          STATION DESCRIPTION
 SY3442
 SY3442'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (GCJ)
 SY3442'ON THE W SIDE OF PICKERING PASSAGE, 90 METERS S OF TIP OF SMALL
 SY3442'POINT.  THIS POINT IS AT S SIDE OF SMALL COVE WITH FERRY LANDING,
 SY3442'1.5 MILES (NAUTICAL) N OF THE N END OF SQUAXIN ISLAND.  IT IS A
 SY3442'U.S. GEOLOGICAL SURVEY MARK, STAMPED U.S.G.S. 15, 5 YARDS OUT
 SY3442'FROM THE BANK AT THE HIGH-WATER LINE.
 SY3442'
 SY3442'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE DISKS SET
 SY3442'IN CONCRETE, AS DESCRIBED IN NOTE 11A.
 SY3442'
 SY3442'REFERENCE MARK NO. 1 IS S OF THE STATION.
 SY3442'
 SY3442'REFERENCE MARK NO. 2 IS NW OF THE STATION.
 SY3442
 SY3442                          STATION RECOVERY (1967)
 SY3442
 SY3442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3442'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED IN
 SY3442'GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 SY3442'
 SY3442'THE STATION IS ABOUT 9 MILES EAST-NORTHEAST OF SHELTON, 1-1/2
 SY3442'MILES NORTH OF THE NORTH END OF SQUAXIN ISLAND, ON A BULGE IN THE
 SY3442'WESTERN SHORELINE OF PICKERING PASSAGE AND 0.15 MILE SOUTH OF
 SY3442'THE FERRY DOCK.
 SY3442'
 SY3442'THE STATION MARK IS A SMALL, 2-INCH DIAMETER DISK STAMPED
 SY3442'U.S.G.S. 15, SET IN THE TOP OF A CONICAL SHAPED CONCRETE POST WHICH
 SY3442'PROJECTS 1 FOOT AND IS 6 INCHES IN DIAMETER AT THE TOP.  THE MARK
 SY3442'IS 68 FEET NORTH OF THE NORTH SIDE OF A DOCK AND 21 FEET EAST OF A
 SY3442'BANK AT THE HIGH WATER LINE.
 SY3442'
 SY3442'REFERENCE MARK NO. 1, STAMPED USGS 15 NO 1 1936, IS A STANDARD
 SY3442'DISK SET IN A CONCRETE POST 10 INCHES BELOW THE SURFACE OF THE
 SY3442'BEACH, UNDER THE EAST SIDE OF A LOG THAT IS FASTENED TO THE BANK
 SY3442'BY CABLE, 27.5 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE
 SY3442'DOCK, 25 FEET NORTH OF THE NORTH SIDE OF THE DOCK, 21 FEET NORTH
 SY3442'OF THE SOUTH END OF THE LOG AND 5 FEET EAST OF THE BANK AT THE
 SY3442'HIGH WATER LINE.
 SY3442'
 SY3442'REFERENCE MARK NO. 2, STAMPED USGS 15 NO 1 1936, IS A STANDARD
 SY3442'DISK SET IN A SQUARE CONCRETE POST 4 INCHES BELOW THE SAND ON THE
 SY3442'BEACH.  IT IS 67.7 FEET NORTH OF REFERENCE MARK NO. 1, 14 FEET
 SY3442'SOUTHEAST OF THE EAST EDGE OF A CLUMP OF 6 TREES ON THE TOP EDGE
 SY3442'OF THE 6-FOOT BANK, 10 FEET NORTH OF THE NORTH EDGE OF A LINE OF
 SY3442'GREASEWOOD TREES AT THE BOTTOM OF THE BANK, 9 FEET NORTHEAST OF
 SY3442'A LARGE, CURVED STUMP WHICH PROJECTS OUT OF THE BANK AND 6 FEET
 SY3442'EAST OF THE BANK AT THE HIGH WATER LINE.
 SY3442'
 SY3442'TO REACH FROM THE INTERSECTION OF FIRST STREET AND RAILROAD
 SY3442'AVENUE IN SHELTON, GO NORTH ON FIRST STREET FOR 0.15 MILE TO PINE,
 SY3442'TURN RIGHT ON PINE AND GO NORTHEAST ON STATE HIGHWAY 3 FOR 6.3
 SY3442'MILES TO A BLACKTOP ROAD RIGHT, CONTINUE NORTHEAST ON STATE HIGHWAY
 SY3442'3 FOR 1.8 MILES TO A Y, KEEP RIGHT FORK, (PICKERING ROAD) FOR 1.4
 SY3442'MILES TO A Y, KEEP LEFT FORK 1.85 MILES TO THE HARTSTENE FERRY
 SY3442'DOCK, CONTINUE SOUTH 0.15 MILE TO A DRIVEWAY ON THE LEFT AT
 SY3442'THE SOUTHERN END OF THE SMALL BAY, TURN LEFT 0.05 MILE TO END OF
 SY3442'DRIVEWAY, WALK EAST 30 YARDS TO HOUSE, CONTINUE EAST ABOUT 30
 SY3442'YARDS TO THE DOCK AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0686 ***********************************************************************
 TP0686  DESIGNATION -  15 AA
 TP0686  PID         -  TP0686
 TP0686  STATE/COUNTY-  WA/OKANOGAN
 TP0686  USGS QUAD   -  CORRAL BUTTE (1981)
 TP0686
 TP0686                         *CURRENT SURVEY CONTROL
 TP0686  ___________________________________________________________________
 TP0686* NAD 83(1986)-  48 49 18.     (N)    119 56 18.     (W)     SCALED    
 TP0686* NAVD 88     -      1974.241  (meters)    6477.16   (feet)  ADJUSTED  
 TP0686  ___________________________________________________________________
 TP0686  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TP0686  DYNAMIC HT  -        1974.026 (meters)    6476.45  (feet)  COMP
 TP0686  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 TP0686
 TP0686  VERT ORDER  -  SECOND    CLASS 0
 TP0686
 TP0686.The horizontal coordinates were scaled from a topographic map and have
 TP0686.an estimated accuracy of +/- 6 seconds.
 TP0686
 TP0686.The orthometric height was determined by differential leveling
 TP0686.and adjusted by the National Geodetic Survey in June 1991..
 TP0686
 TP0686.The geoid height was determined by GEOID03.
 TP0686
 TP0686.The dynamic height is computed by dividing the NAVD 88
 TP0686.geopotential number by the normal gravity value computed on the
 TP0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0686.degrees latitude (g = 980.6199 gals.).
 TP0686
 TP0686.The modeled gravity was interpolated from observed gravity values.
 TP0686
 TP0686;                    North         East    Units  Estimated Accuracy
 TP0686;SPC WA N     -   202,930.      565,720.      MT  (+/- 180 meters Scaled)
 TP0686
 TP0686                          SUPERSEDED SURVEY CONTROL
 TP0686
 TP0686  NGVD 29 (??/??/92) 1972.692  (m)         6472.07   (f) ADJ UNCH    2 0
 TP0686
 TP0686.Superseded values are not recommended for survey control.
 TP0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0686.See file dsdata.txt to determine how the superseded data were derived.
 TP0686
 TP0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ843117(NAD 83)
 TP0686_MARKER: DD = SURVEY DISK
 TP0686_SETTING: 66 = SET IN ROCK OUTCROP
 TP0686_SP_SET: GRANITE OUTCROP
 TP0686_STAMPING: 15 AA 1954 6472
 TP0686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0686+STABILITY: POSITION/ELEVATION WELL
 TP0686
 TP0686  HISTORY     - Date     Condition        Report By
 TP0686  HISTORY     - 1954     MONUMENTED       USGS
 TP0686  HISTORY     - 1959     GOOD             NGS
 TP0686
 TP0686                          STATION DESCRIPTION
 TP0686
 TP0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0686'27.7 MI W FROM LOOMIS.
 TP0686'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0686'LOOMIS, THENCE 25.55 MILES WEST AND SOUTH ALONG A GRAVEL ROAD, 229
 TP0686'FEET SOUTHEAST OF THE CENTER OF THE T JUNCTION OF A DIRT ROAD LEADING
 TP0686'TO CORRAL BUTTE LOOKOUT, IN TOP OF A 9-BY 11-FOOT GRANITE OUTCROP
 TP0686'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 25 FEET EAST-NORTHEAST
 TP0686'OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A WITNESS POST, AND
 TP0686'ABOUT 7 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0181 ***********************************************************************
 SB0181  DESIGNATION -  15 TR USGS
 SB0181  PID         -  SB0181
 SB0181  STATE/COUNTY-  WA/YAKIMA
 SB0181  USGS QUAD   -  BLACK ROCK SPRING SW (1975)
 SB0181
 SB0181                         *CURRENT SURVEY CONTROL
 SB0181  ___________________________________________________________________
 SB0181* NAD 83(1986)-  46 32 15.     (N)    120 15 00.     (W)     SCALED    
 SB0181* NAVD 88     -       461.860  (meters)    1515.29   (feet)  ADJUSTED  
 SB0181  ___________________________________________________________________
 SB0181  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SB0181  DYNAMIC HT  -         461.854 (meters)    1515.27  (feet)  COMP
 SB0181  MODELED GRAV-     980,587.1   (mgal)                       NAVD 88
 SB0181
 SB0181  VERT ORDER  -  SECOND    CLASS 0
 SB0181
 SB0181.The horizontal coordinates were scaled from a topographic map and have
 SB0181.an estimated accuracy of +/- 6 seconds.
 SB0181
 SB0181.The orthometric height was determined by differential leveling
 SB0181.and adjusted by the National Geodetic Survey in June 1991..
 SB0181
 SB0181.The geoid height was determined by GEOID03.
 SB0181
 SB0181.The dynamic height is computed by dividing the NAVD 88
 SB0181.geopotential number by the normal gravity value computed on the
 SB0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0181.degrees latitude (g = 980.6199 gals.).
 SB0181
 SB0181.The modeled gravity was interpolated from observed gravity values.
 SB0181
 SB0181;                    North         East    Units  Estimated Accuracy
 SB0181;SPC WA S     -   133,870.      519,180.      MT  (+/- 180 meters Scaled)
 SB0181
 SB0181                          SUPERSEDED SURVEY CONTROL
 SB0181
 SB0181  NGVD 29 (??/??/92)  460.772  (m)         1511.72   (f) ADJ UNCH    2 0
 SB0181
 SB0181.Superseded values are not recommended for survey control.
 SB0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0181.See file dsdata.txt to determine how the superseded data were derived.
 SB0181
 SB0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS108574(NAD 83)
 SB0181_MARKER: DD = SURVEY DISK
 SB0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0181_STAMPING: 15 TR 1512 1936
 SB0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0181+STABILITY: SURFACE MOTION
 SB0181
 SB0181  HISTORY     - Date     Condition        Report By
 SB0181  HISTORY     - 1936     MONUMENTED       USGS
 SB0181  HISTORY     - 1949     GOOD             NGS
 SB0181
 SB0181                          STATION DESCRIPTION
 SB0181
 SB0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0181'7.7 MI E FROM MOXEE CITY.
 SB0181'6.8 MILES EAST ALONG STATE HIGHWAY 11A FROM THE SCHOOL AT MOXEE CITY,
 SB0181'THENCE 0.9 MILE NORTH ALONG A TRACK ROAD, 0.2 MILE SOUTH OF A POINT
 SB0181'WHERE A DOUBLE POLE POWER LINE CROSSES THE ROAD, ON TOP OF THE FIRST
 SB0181'PROMINENT RIDGE NORTH OF THE HIGHWAY, ABOUT 53 YARDS SOUTH OF THE
 SB0181'CENTER OF A JUNCTION, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SB0181'ROAD, 1.9 FET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 SB0181'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 SB0181'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0466 ***********************************************************************
 SY0466  DESIGNATION -  15 WAHC
 SY0466  PID         -  SY0466
 SY0466  STATE/COUNTY-  WA/KING
 SY0466  USGS QUAD   -  POVERTY BAY (1994)
 SY0466
 SY0466                         *CURRENT SURVEY CONTROL
 SY0466  ___________________________________________________________________
 SY0466* NAD 83(1991)-  47 32 22.99812(N)    122 18 04.27459(W)     ADJUSTED  
 SY0466* NAVD 88     -        50.275  (meters)     164.94   (feet)  ADJUSTED  
 SY0466  ___________________________________________________________________
 SY0466  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 SY0466  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SY0466  DYNAMIC HT  -          50.281 (meters)     164.96  (feet)  COMP
 SY0466  MODELED GRAV-     980,739.7   (mgal)                       NAVD 88
 SY0466
 SY0466  HORZ ORDER  -  SECOND
 SY0466  VERT ORDER  -  SECOND    CLASS 0
 SY0466
 SY0466.The horizontal coordinates were established by classical geodetic methods
 SY0466.and adjusted by the National Geodetic Survey in December 1991..
 SY0466
 SY0466.The orthometric height was determined by differential leveling
 SY0466.and adjusted by the National Geodetic Survey in June 1991..
 SY0466
 SY0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0466
 SY0466.The geoid height was determined by GEOID03.
 SY0466
 SY0466.The dynamic height is computed by dividing the NAVD 88
 SY0466.geopotential number by the normal gravity value computed on the
 SY0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0466.degrees latitude (g = 980.6199 gals.).
 SY0466
 SY0466.The modeled gravity was interpolated from observed gravity values.
 SY0466
 SY0466;                    North         East     Units Scale Factor Converg.
 SY0466;SPC WA N     -    61,061.307   389,497.575   MT  0.99999283   -1 05 34.2
 SY0466;SPC WA N     -   200,331.97  1,277,876.63   sFT  0.99999283   -1 05 34.2
 SY0466;UTM  10      - 5,265,380.872   552,590.152   MT  0.99963399   +0 30 56.0
 SY0466
 SY0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0466!SPC WA N     -   0.99999579  x   0.99999283  =   0.99998862
 SY0466!UTM  10      -   0.99999579  x   0.99963399  =   0.99962978
 SY0466
 SY0466|---------------------------------------------------------------------|
 SY0466| PID    Reference Object                     Distance      Geod. Az  |
 SY0466|                                                           dddmmss.s |
 SY0466| SY0467 16 WAHC                              59.387 METERS 20327     |
 SY0466| SY4418 ABOE 1957                           APPROX. 1.1 KM 2262055.9 |
 SY0466| SY0465 14 WAHC                             243.636 METERS 30618     |
 SY0466|---------------------------------------------------------------------|
 SY0466
 SY0466                          SUPERSEDED SURVEY CONTROL
 SY0466
 SY0466  NAD 83(1986)-  47 32 22.99189(N)    122 18 04.28173(W) AD(       ) 2
 SY0466  NAD 27      -  47 32 23.63640(N)    122 17 59.83500(W) AD(       ) 2
 SY0466  NGVD 29 (??/??/??)   49.172  (m)          161.33   (f) ADJUSTED    2 0
 SY0466
 SY0466.Superseded values are not recommended for survey control.
 SY0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0466.See file dsdata.txt to determine how the superseded data were derived.
 SY0466
 SY0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5259065381(NAD 83)
 SY0466_MARKER: Z = SEE DESCRIPTION
 SY0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0466+STABILITY: SURFACE MOTION
 SY0466
 SY0466  HISTORY     - Date     Condition        Report By
 SY0466  HISTORY     - 1957     MONUMENTED       WAHC
 SY0466  HISTORY     - 1958     GOOD             CGS
 SY0466  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0466  HISTORY     - 1962     GOOD             CGS
 SY0466  HISTORY     - 20060727 MARK NOT FOUND   USPSQD
 SY0466
 SY0466                          STATION DESCRIPTION
 SY0466
 SY0466'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0466'THE STATION IS IN THE SOUTHERN PART OF SEATTLE JUST NORTH OF A
 SY0466'DRIVEWAY AT HOUSE NUMBER 7017 ALADDIN WAY.  THE STATION MARK IS
 SY0466'A STEEL PIN SET IN A 6-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 SY0466'WITH THE GROUND.  IT IS ABOUT 125 FEET WEST OF THE JUNCTION OF
 SY0466'SWIFT AVENUE AND ALADDIN WAY, 69 FEET NORTHWEST OF A UTILITY POLE
 SY0466'AT THE CORNER OF A DRIVEWAY, AND 60 FEET NORTH OF THE NORTHWEST
 SY0466'CORNER OF THE DWELLING.
 SY0466'
 SY0466'A TRAVERSE CONNECTION WAS MADE TO NO 16 (WSF), A MARK CONSISTING
 SY0466'OF A STEEL PIN SET IN A 6-INCH ROUND CONCRETE MONUMENT THAT IS
 SY0466'FLUSH WITH THE GROUND.
 SY0466
 SY0466                          STATION RECOVERY (1958)
 SY0466
 SY0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0466'IN SEATTLE.
 SY0466'AT SEATTLE, KING COUNTY, IN THE SOUTHERN PART, 125 FEET WEST OF THE
 SY0466'INTERSECTION OF SWIFT AVENUE AND ALADDIN WAY, 69 FEET NORTHWEST OF A
 SY0466'UTILITY POLE AT THE CORNER OF A DRIVEWAY, 60 FEET NORTH OF THE
 SY0466'NORTHWEST CORNER OF THE DWELLING AT 7017 ALADDIN WAY.  A STEEL PIN SET
 SY0466'IN A 6-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. NOTE-- A
 SY0466'METAL WITNESS POST WAS SET 6 INCHES NORTH OF THE MARK.
 SY0466
 SY0466                          STATION RECOVERY (1962)
 SY0466
 SY0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0466'THE STATION WAS RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS
 SY0466'SET 6 INCHES NORTH OF THE MARK.
 SY0466
 SY0466                          STATION RECOVERY (1962)
 SY0466
 SY0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0466'RECOVERED IN GOOD CONDITION.
 SY0466
 SY0466                          STATION RECOVERY (2006)
 SY0466
 SY0466'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1703 ***********************************************************************
 RC1703  DESIGNATION -  15 WF
 RC1703  PID         -  RC1703
 RC1703  STATE/COUNTY-  WA/KLICKITAT
 RC1703  USGS QUAD   -  GULER MTN (1983)
 RC1703
 RC1703                         *CURRENT SURVEY CONTROL
 RC1703  ___________________________________________________________________
 RC1703* NAD 83(1986)-  45 53 18.     (N)    121 31 08.     (W)     SCALED    
 RC1703* NAVD 88     -       329.645  (meters)    1081.51   (feet)  ADJUSTED  
 RC1703  ___________________________________________________________________
 RC1703  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 RC1703  DYNAMIC HT  -         329.632 (meters)    1081.47  (feet)  COMP
 RC1703  MODELED GRAV-     980,567.8   (mgal)                       NAVD 88
 RC1703
 RC1703  VERT ORDER  -  SECOND    CLASS 0
 RC1703
 RC1703.The horizontal coordinates were scaled from a topographic map and have
 RC1703.an estimated accuracy of +/- 6 seconds.
 RC1703
 RC1703.The orthometric height was determined by differential leveling
 RC1703.and adjusted by the National Geodetic Survey in June 1991..
 RC1703
 RC1703.The geoid height was determined by GEOID03.
 RC1703
 RC1703.The dynamic height is computed by dividing the NAVD 88
 RC1703.geopotential number by the normal gravity value computed on the
 RC1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1703.degrees latitude (g = 980.6199 gals.).
 RC1703
 RC1703.The modeled gravity was interpolated from observed gravity values.
 RC1703
 RC1703;                    North         East    Units  Estimated Accuracy
 RC1703;SPC WA S     -    62,200.      420,920.      MT  (+/- 180 meters Scaled)
 RC1703
 RC1703                          SUPERSEDED SURVEY CONTROL
 RC1703
 RC1703  NGVD 29 (??/??/92)  328.613  (m)         1078.12   (f) ADJ UNCH    2 0
 RC1703
 RC1703.Superseded values are not recommended for survey control.
 RC1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1703.See file dsdata.txt to determine how the superseded data were derived.
 RC1703
 RC1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR149827(NAD 83)
 RC1703_MARKER: DD = SURVEY DISK
 RC1703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1703_SP_SET: CULVERT
 RC1703_STAMPING: 15 WF 1955 1079
 RC1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1703
 RC1703  HISTORY     - Date     Condition        Report By
 RC1703  HISTORY     - 1955     MONUMENTED       USGS
 RC1703  HISTORY     - 1956     GOOD             NGS
 RC1703  HISTORY     - 1968     GOOD             NGS
 RC1703
 RC1703                          STATION DESCRIPTION
 RC1703
 RC1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1703'6.6 MI N FROM HUSUM.
 RC1703'6.6 MILES NORTH ALONG STATE HIGHWAY 8-D FROM THE STEEL AND CONCRETE
 RC1703'BRIDGE OVER WHITE SALMON RIVER AT HUSUM, IN R10E T5N S26, ABOUT 51
 RC1703'YARDS NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE SCHUH AND
 RC1703'TUBBS RESIDENCE AT A DRY CREEK, AT A 6- BY 8-FOOT CONCRETE BOX
 RC1703'CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL,
 RC1703'21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET LOWER
 RC1703'THAN THE HIGHWAY.
 RC1703
 RC1703                          STATION RECOVERY (1968)
 RC1703
 RC1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0457 ***********************************************************************
 SW0457  DESIGNATION -  1501
 SW0457  PID         -  SW0457
 SW0457  STATE/COUNTY-  WA/GRANT
 SW0457  USGS QUAD   -  COULEE CITY (1965)
 SW0457
 SW0457                         *CURRENT SURVEY CONTROL
 SW0457  ___________________________________________________________________
 SW0457* NAD 83(1986)-  47 30 37.     (N)    119 18 04.     (W)     SCALED    
 SW0457* NAVD 88     -       458.142  (meters)    1503.09   (feet)  ADJUSTED  
 SW0457  ___________________________________________________________________
 SW0457  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 SW0457  DYNAMIC HT  -         458.173 (meters)    1503.19  (feet)  COMP
 SW0457  MODELED GRAV-     980,667.3   (mgal)                       NAVD 88
 SW0457
 SW0457  VERT ORDER  -  SECOND    CLASS 0
 SW0457
 SW0457.The horizontal coordinates were scaled from a topographic map and have
 SW0457.an estimated accuracy of +/- 6 seconds.
 SW0457
 SW0457.The orthometric height was determined by differential leveling
 SW0457.and adjusted by the National Geodetic Survey in June 1991..
 SW0457
 SW0457.The geoid height was determined by GEOID03.
 SW0457
 SW0457.The dynamic height is computed by dividing the NAVD 88
 SW0457.geopotential number by the normal gravity value computed on the
 SW0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0457.degrees latitude (g = 980.6199 gals.).
 SW0457
 SW0457.The modeled gravity was interpolated from observed gravity values.
 SW0457
 SW0457;                    North         East    Units  Estimated Accuracy
 SW0457;SPC WA S     -   242,670.      590,310.      MT  (+/- 180 meters Scaled)
 SW0457
 SW0457                          SUPERSEDED SURVEY CONTROL
 SW0457
 SW0457  NGVD 29 (??/??/92)  456.974  (m)         1499.26   (f) ADJ UNCH    2 0
 SW0457
 SW0457.Superseded values are not recommended for survey control.
 SW0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0457.See file dsdata.txt to determine how the superseded data were derived.
 SW0457
 SW0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN267644(NAD 83)
 SW0457_MARKER: Q = CHISELED SQUARE
 SW0457_SETTING: 66 = SET IN ROCK OUTCROP
 SW0457_SP_SET: LAVA OUTCROP
 SW0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0457+STABILITY: POSITION/ELEVATION WELL
 SW0457
 SW0457  HISTORY     - Date     Condition        Report By
 SW0457  HISTORY     - UNK      MONUMENTED       USGS
 SW0457  HISTORY     - 1934     GOOD             NGS
 SW0457  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0457
 SW0457                          STATION DESCRIPTION
 SW0457
 SW0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0457'9.9 MI S FROM COULEE CITY.
 SW0457'9.9 MI. S. ALONG THE N.P. RR. FROM RR STATION.  ALONG THE RIGHT OF WAY
 SW0457'OF THE NORTHERN PACIFIC RAILROAD, 41 FEET WEST OF THE TRACK, SET ON
 SW0457'TOP OF LAVA OUT CROP ROCK.
 SW0457
 SW0457                          STATION RECOVERY (1968)
 SW0457
 SW0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB4997 ***********************************************************************
 AB4997  DESIGNATION -  15020 1
 AB4997  PID         -  AB4997
 AB4997  STATE/COUNTY-  WA/ISLAND
 AB4997  USGS QUAD   -  FREELAND (1978)
 AB4997
 AB4997                         *CURRENT SURVEY CONTROL
 AB4997  ___________________________________________________________________
 AB4997* NAD 83(1986)-  48 01 33.     (N)    122 33 42.     (W)     SCALED    
 AB4997* NAVD 88     -        62.26   (meters)     204.3    (feet)  RESET     
 AB4997  ___________________________________________________________________
 AB4997  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AB4997
 AB4997  VERT ORDER  -  THIRD
 AB4997
 AB4997.The horizontal coordinates were scaled from a topographic map and have
 AB4997.an estimated accuracy of +/- 6 seconds.
 AB4997
 AB4997.The orthometric height was computed from unverified reset data.
 AB4997
 AB4997.The geoid height was determined by GEOID03.
 AB4997
 AB4997;                    North         East    Units  Estimated Accuracy
 AB4997;SPC WA N     -   115,500.      371,110.      MT  (+/- 180 meters Scaled)
 AB4997
 AB4997                          SUPERSEDED SURVEY CONTROL
 AB4997
 AB4997.No superseded survey control is available for this station.
 AB4997
 AB4997_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU326192(NAD 83)
 AB4997_MARKER: DB = BENCH MARK DISK
 AB4997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4997_STAMPING: BM 15020-1 1994
 AB4997_MARK LOGO: WADT  
 AB4997_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4997+STABILITY: SURFACE MOTION
 AB4997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4997+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4997
 AB4997  HISTORY     - Date     Condition        Report By
 AB4997  HISTORY     - 1994     MONUMENTED       WADT
 AB4997
 AB4997                          STATION DESCRIPTION
 AB4997
 AB4997'DESCRIBED BY WA DEPT OF TRANSP 1994 (KW)
 AB4997'STATION IS LOCATED APPROXIMATELY 5.3 MILES SOUTHEAST OF GREENBANK, 2.0
 AB4997'MILES NORTHWEST OF FREELAND. TO REACH THE STATION FROM THE POST OFFICE
 AB4997'IN GREENBANK, GO SOUTHEAST 5.3 MILES ALONG SR525 TO A FORMER GRAVEL
 AB4997'PIT ON LEFT AND A CUT BANK ON RIGHT AND MARK, 20.4 M (66.9 FT)
 AB4997'SOUTHWEST OF CENTERLINE OF SR525, 49.6M NORTHWEST OF A POWER POLE NO.
 AB4997'437838/157800, 1.4 M (4.6 FT) NORTHEAST OF A WITNESS POST, 9.0 M (29.5
 AB4997'FT) NORTHEAST OF A OLD GROWTH STUMP (80 CM DIA.), 57.0 M (187.0 FT)
 AB4997'SOUTHEAST OF A POWER POLE WITH 4 GUY WIRES NO. 437858/157787, 28.2 M
 AB4997'(92.5 FT) SOUTHWEST OF THE SOUTH END OF BEAM GUARD RAIL FOR WEST BOUND
 AB4997'LANES OF SR525, SET ON TOP OF A CUT SLOPE BANK APPROXIMATELY 13 M
 AB4997'(42.7 FT) HIGHER THAN HIGHWAY, ON TOP OF A CONCRETE MONUMENT
 AB4997'PROJECTING 18 CM FROM GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB4998 ***********************************************************************
 AB4998  DESIGNATION -  15020 2
 AB4998  PID         -  AB4998
 AB4998  STATE/COUNTY-  WA/ISLAND
 AB4998  USGS QUAD   -  FREELAND (1978)
 AB4998
 AB4998                         *CURRENT SURVEY CONTROL
 AB4998  ___________________________________________________________________
 AB4998* NAD 83(1986)-  48 02 13.     (N)    122 33 57.     (W)     SCALED    
 AB4998* NAVD 88     -        67.28   (meters)     220.7    (feet)  RESET     
 AB4998  ___________________________________________________________________
 AB4998  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AB4998
 AB4998  VERT ORDER  -  THIRD
 AB4998
 AB4998.The horizontal coordinates were scaled from a topographic map and have
 AB4998.an estimated accuracy of +/- 6 seconds.
 AB4998
 AB4998.The orthometric height was computed from unverified reset data.
 AB4998
 AB4998.The geoid height was determined by GEOID03.
 AB4998
 AB4998;                    North         East    Units  Estimated Accuracy
 AB4998;SPC WA N     -   116,740.      370,820.      MT  (+/- 180 meters Scaled)
 AB4998
 AB4998                          SUPERSEDED SURVEY CONTROL
 AB4998
 AB4998.No superseded survey control is available for this station.
 AB4998
 AB4998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU323204(NAD 83)
 AB4998_MARKER: DB = BENCH MARK DISK
 AB4998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4998_STAMPING: BM 15020-2 1994
 AB4998_MARK LOGO: WADT  
 AB4998_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4998+STABILITY: SURFACE MOTION
 AB4998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4998+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4998
 AB4998  HISTORY     - Date     Condition        Report By
 AB4998  HISTORY     - 1994     MONUMENTED       WADT
 AB4998
 AB4998                          STATION DESCRIPTION
 AB4998
 AB4998'DESCRIBED BY WA DEPT OF TRANSP 1994 (KW)
 AB4998'STATION IS LOCATED APPROXIMATELY 4.3 MILES SOUTHEAST OF GREENBANK, 3.0
 AB4998'MILES NORTHWEST OF FREELAND. TO REACH THE STATON FROM THE POST OFFICE
 AB4998'IN GREENBANK, GO SOUTHEAST 4.3 MILES ALONG SR525 TO A T-INTERSECTION
 AB4998'OF SR525 AND MUTINY BAY RD. AND MARK.  IT IS LOCATED IN THE NORTHWEST
 AB4998'QUADRANT OF THE INTERSECTION, 46.0 M (150.9 FT) NORTHWEST OF
 AB4998'CENTERLINE OF MUTINY BAY RD., 2.0 M (6.6 FT) NORTHWEST OF A WITNESS
 AB4998'POST, 65.7 M (215.6 FT) NORTHEAST OF THE NORTH END OF BEAM GUARD RAIL
 AB4998'FOR MUTINY BAY RD. 1.8 M (5.9 FT) NORTHEAST OF POWER POLE NO.
 AB4998'438284/151688 AND A WITNESS POST, 89.1 M (292.3 FT) SOUTHEAST OF A
 AB4998'POWER POLE NO.438298/157683, SET IN THE TOP OF A CONCRETE MONUMENT,
 AB4998'RECESSED 5 CM FROM GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB4999 ***********************************************************************
 AB4999  DESIGNATION -  15020 3
 AB4999  PID         -  AB4999
 AB4999  STATE/COUNTY-  WA/ISLAND
 AB4999  USGS QUAD   -  FREELAND (1978)
 AB4999
 AB4999                         *CURRENT SURVEY CONTROL
 AB4999  ___________________________________________________________________
 AB4999* NAD 83(1986)-  48 03 00.     (N)    122 34 03.     (W)     SCALED    
 AB4999* NAVD 88     -        86.53   (meters)     283.9    (feet)  RESET     
 AB4999  ___________________________________________________________________
 AB4999  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AB4999
 AB4999  VERT ORDER  -  THIRD
 AB4999
 AB4999.The horizontal coordinates were scaled from a topographic map and have
 AB4999.an estimated accuracy of +/- 6 seconds.
 AB4999
 AB4999.The orthometric height was computed from unverified reset data.
 AB4999
 AB4999.The geoid height was determined by GEOID03.
 AB4999
 AB4999;                    North         East    Units  Estimated Accuracy
 AB4999;SPC WA N     -   118,200.      370,730.      MT  (+/- 180 meters Scaled)
 AB4999
 AB4999                          SUPERSEDED SURVEY CONTROL
 AB4999
 AB4999.No superseded survey control is available for this station.
 AB4999
 AB4999_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU322219(NAD 83)
 AB4999_MARKER: DB = BENCH MARK DISK
 AB4999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4999_STAMPING: BM 15020-3 1994
 AB4999_MARK LOGO: WADT  
 AB4999_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4999+STABILITY: SURFACE MOTION
 AB4999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4999+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4999
 AB4999  HISTORY     - Date     Condition        Report By
 AB4999  HISTORY     - 1994     MONUMENTED       WADT
 AB4999
 AB4999                          STATION DESCRIPTION
 AB4999
 AB4999'DESCRIBED BY WA DEPT OF TRANSP 1994 (KW)
 AB4999'STATION IS LOCATED APPROXIMATELY 3.3 MILES SOUTHEAST OF GREENBANK, 4.0
 AB4999'MILES NORTHWEST OF FREELAND. TO REACH THE STATION FROM THE POST OFFICE
 AB4999'AT GREENBANK, GO SOUTH 3.3 MILES ALONG SR525 TO MARK ON LEFT.  IT IS
 AB4999'1.3 M (4.3 FT) SOUTHWEST OF A WITNESS POST, 1.1 M (3.6 FT) NORTHEAST
 AB4999'OF A WITNESS POST, 35.0 M (114.8 FT) NORTHEAST OF A POWER POLE NO.
 AB4999'438863/157629, 1.9 M (6.2 FT) NORTHEAST OF THE NORTH END OF BEAM GUARD
 AB4999'RAIL, 11.3 M (37.1 FT) NORTHEAST OF CENTERLINE OF SR525, 30.6 M (100.4
 AB4999'FT) SOUTHEAST OF A RAILROAD SPIKE DRIVEN INTO THE CENTER OF A ASPHALT
 AB4999'PAVED DRIVEWAY PULLOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1216 ***********************************************************************
 SA1216  DESIGNATION -  1510
 SA1216  PID         -  SA1216
 SA1216  STATE/COUNTY-  WA/YAKIMA
 SA1216  USGS QUAD   -  SAGEBRUSH RIDGE (1979)
 SA1216
 SA1216                         *CURRENT SURVEY CONTROL
 SA1216  ___________________________________________________________________
 SA1216* NAD 83(1986)-  46 19 52.     (N)    119 48 38.     (W)     SCALED    
 SA1216* NAVD 88     -       461.185  (meters)    1513.07   (feet)  ADJUSTED  
 SA1216  ___________________________________________________________________
 SA1216  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 SA1216  DYNAMIC HT  -         461.184 (meters)    1513.07  (feet)  COMP
 SA1216  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 SA1216
 SA1216  VERT ORDER  -  SECOND    CLASS 0
 SA1216
 SA1216.The horizontal coordinates were scaled from a topographic map and have
 SA1216.an estimated accuracy of +/- 6 seconds.
 SA1216
 SA1216.The orthometric height was determined by differential leveling
 SA1216.and adjusted by the National Geodetic Survey in June 1991..
 SA1216
 SA1216.The geoid height was determined by GEOID03.
 SA1216
 SA1216.The dynamic height is computed by dividing the NAVD 88
 SA1216.geopotential number by the normal gravity value computed on the
 SA1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1216.degrees latitude (g = 980.6199 gals.).
 SA1216
 SA1216.The modeled gravity was interpolated from observed gravity values.
 SA1216
 SA1216;                    North         East    Units  Estimated Accuracy
 SA1216;SPC WA S     -   111,130.      553,080.      MT  (+/- 180 meters Scaled)
 SA1216
 SA1216                          SUPERSEDED SURVEY CONTROL
 SA1216
 SA1216  NGVD 29 (??/??/92)  460.125  (m)         1509.59   (f) ADJ UNCH    2 0
 SA1216
 SA1216.Superseded values are not recommended for survey control.
 SA1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1216.See file dsdata.txt to determine how the superseded data were derived.
 SA1216
 SA1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM836346(NAD 83)
 SA1216_MARKER: P = PIPE CAP
 SA1216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1216_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1216_STAMPING: 1510 WASH 1510 1915
 SA1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1216
 SA1216  HISTORY     - Date     Condition        Report By
 SA1216  HISTORY     - 1915     MONUMENTED       USGS
 SA1216  HISTORY     - 1949     GOOD             NGS
 SA1216
 SA1216                          STATION DESCRIPTION
 SA1216
 SA1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1216'10.3 MI E FROM SUNNYSIDE.
 SA1216'1.8 MILES NORTHEAST ALONG THE HANFORD ROAD FROM THE NORTHERN PACIFIC
 SA1216'RAILWAY STATION AT SUNNYSIDE, THENCE 8.5 MILES EAST ALONG A COUNTY
 SA1216'ROAD, AT THE INTERSECTION OF MISSIMER ROAD AND LINE NO. 3 OF THIS
 SA1216'AREA, ABOUT 70 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE ANDERSON
 SA1216'RANCHHOUSE, 26 FEET NORTH OF THE CENTER LINE OF THE COUNTY ROAD, 23
 SA1216'FEET EAST OF THE CENTER LINE OF MISSIMER ROAD, 2.3 FEET NORTHEAST OF A
 SA1216'WITNESS POST, RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.2
 SA1216'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0062 ***********************************************************************
 SB0062  DESIGNATION -  1511 USGS
 SB0062  PID         -  SB0062
 SB0062  STATE/COUNTY-  WA/KITTITAS
 SB0062  USGS QUAD   -  DORIS (1953)
 SB0062
 SB0062                         *CURRENT SURVEY CONTROL
 SB0062  ___________________________________________________________________
 SB0062* NAD 83(1986)-  46 51 37.     (N)    120 04 36.     (W)     SCALED    
 SB0062* NAVD 88     -       461.799  (meters)    1515.09   (feet)  ADJUSTED  
 SB0062  ___________________________________________________________________
 SB0062  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 SB0062  DYNAMIC HT  -         461.810 (meters)    1515.12  (feet)  COMP
 SB0062  MODELED GRAV-     980,624.3   (mgal)                       NAVD 88
 SB0062
 SB0062  VERT ORDER  -  SECOND    CLASS 0
 SB0062
 SB0062.The horizontal coordinates were scaled from a topographic map and have
 SB0062.an estimated accuracy of +/- 6 seconds.
 SB0062
 SB0062.The orthometric height was determined by differential leveling
 SB0062.and adjusted by the National Geodetic Survey in June 1991..
 SB0062
 SB0062.The geoid height was determined by GEOID03.
 SB0062
 SB0062.The dynamic height is computed by dividing the NAVD 88
 SB0062.geopotential number by the normal gravity value computed on the
 SB0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0062.degrees latitude (g = 980.6199 gals.).
 SB0062
 SB0062.The modeled gravity was interpolated from observed gravity values.
 SB0062
 SB0062;                    North         East    Units  Estimated Accuracy
 SB0062;SPC WA S     -   169,810.      532,280.      MT  (+/- 180 meters Scaled)
 SB0062
 SB0062                          SUPERSEDED SURVEY CONTROL
 SB0062
 SB0062  NGVD 29 (??/??/92)  460.689  (m)         1511.44   (f) ADJ UNCH    2 0
 SB0062
 SB0062.Superseded values are not recommended for survey control.
 SB0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0062.See file dsdata.txt to determine how the superseded data were derived.
 SB0062
 SB0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS228937(NAD 83)
 SB0062_MARKER: DD = SURVEY DISK
 SB0062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0062_STAMPING: 1511
 SB0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0062
 SB0062  HISTORY     - Date     Condition        Report By
 SB0062  HISTORY     - UNK      MONUMENTED       USGS
 SB0062  HISTORY     - 1934     GOOD             NGS
 SB0062
 SB0062                          STATION DESCRIPTION
 SB0062
 SB0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SB0062'2.1 MI E FROM RYE.
 SB0062'2.1 MI. EAST ALONG C. M. ST. P AND P. RR FROM RR STATION ALONG THE
 SB0062'RIGHT OF WAY OF THE CHICAGO.  MILWAUKEE, ST. PAUL AND PACIFIC
 SB0062'RAILROAD, 18 1/2 RAIL LENGTHS, EAST OF WOODEN TRESTLE NO. EE 282, 20
 SB0062'FEET SOUTH OF TRACK, SET ON TOP OF IRON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4281 ***********************************************************************
 RD4281  DESIGNATION -  15182
 RD4281  PID         -  RD4281
 RD4281  STATE/COUNTY-  WA/CLARK
 RD4281  USGS QUAD   -  BATTLE GROUND (1990)
 RD4281
 RD4281                         *CURRENT SURVEY CONTROL
 RD4281  ___________________________________________________________________
 RD4281* NAD 83(1986)-  45 45 11.     (N)    122 30 59.     (W)     SCALED    
 RD4281* NAVD 88     -        89.795  (meters)     294.60   (feet)  ADJUSTED  
 RD4281  ___________________________________________________________________
 RD4281  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 RD4281  DYNAMIC HT  -          89.795 (meters)     294.60  (feet)  COMP
 RD4281  MODELED GRAV-     980,614.8   (mgal)                       NAVD 88
 RD4281
 RD4281  VERT ORDER  -  SECOND    CLASS II
 RD4281
 RD4281.The horizontal coordinates were scaled from a topographic map and have
 RD4281.an estimated accuracy of +/- 6 seconds.
 RD4281
 RD4281.The orthometric height was determined by differential leveling
 RD4281.and adjusted by the National Geodetic Survey in April 1995..
 RD4281
 RD4281.The geoid height was determined by GEOID03.
 RD4281
 RD4281.The dynamic height is computed by dividing the NAVD 88
 RD4281.geopotential number by the normal gravity value computed on the
 RD4281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4281.degrees latitude (g = 980.6199 gals.).
 RD4281
 RD4281.The modeled gravity was interpolated from observed gravity values.
 RD4281
 RD4281;                    North         East    Units  Estimated Accuracy
 RD4281;SPC WA S     -    48,660.      343,130.      MT  (+/- 180 meters Scaled)
 RD4281
 RD4281                          SUPERSEDED SURVEY CONTROL
 RD4281
 RD4281  NGVD 29 (03/17/92)   88.741  (m)          291.14   (f) ADJUSTED    2 2
 RD4281
 RD4281.Superseded values are not recommended for survey control.
 RD4281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4281.See file dsdata.txt to determine how the superseded data were derived.
 RD4281
 RD4281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER376667(NAD 83)
 RD4281_MARKER: DB = BENCH MARK DISK
 RD4281_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4281_SP_SET: PREFAB CONC. POST IN CONCRETE
 RD4281_STAMPING: 15182  1990
 RD4281_MARK LOGO: WA-011
 RD4281_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4281+STABILITY: SURFACE MOTION
 RD4281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4281+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 RD4281
 RD4281  HISTORY     - Date     Condition        Report By
 RD4281  HISTORY     - 1990     MONUMENTED       WA-011
 RD4281  HISTORY     - 20020324 GOOD             USPSQD
 RD4281  HISTORY     - 20050406 GOOD             USPSQD
 RD4281  HISTORY     - 20050416 GOOD             USPSQD
 RD4281  HISTORY     - 20060806 GOOD             USPSQD
 RD4281
 RD4281                          STATION DESCRIPTION
 RD4281
 RD4281'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4281'ALONG THE CHELATCHIE PRAIRIE RAILROAD 2 MILES SOUTH OF THE CITY OF
 RD4281'BATTLEGROUND, IN THE NORTHEAST CORNER OF THE CROSSING AT N.E. 181ST
 RD4281'STREET (NEAR INTERSECTION OF 181ST ST AND N.E. 152ND AVE., NEAR
 RD4281'CEDARS GOLF COURSE CLUBHOUSE), 17.5 FT (5.3 M) EAST OF CENTERLINE OF
 RD4281'TRACKS, 48 FT (14.6 M) NORTH OF THE CENTERLINE OF 181ST ST, 45 FT
 RD4281'(13.7 M) WEST OF CENTERLINE 152ND AVESET 2 1/2 IN DIAM DOMED BRASS
 RD4281'DISK IN IRON PIPE CAST INTO TOP OF ROUND CONCRETE MONUMENT SET IN
 RD4281'MASS OF CONCRETE. SET STEEL POST WITH SIGN BY THE POINT
 RD4281
 RD4281                          STATION RECOVERY (2002)
 RD4281
 RD4281'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RD4281'RECOVERED IN GOOD CONDITION.
 RD4281
 RD4281                          STATION RECOVERY (2005)
 RD4281
 RD4281'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4281'RECOVERED IN GOOD CONDITION.
 RD4281
 RD4281                          STATION RECOVERY (2005)
 RD4281
 RD4281'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4281'RECOVERED IN GOOD CONDITION.
 RD4281
 RD4281                          STATION RECOVERY (2006)
 RD4281
 RD4281'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4256 ***********************************************************************
 RD4256  DESIGNATION -  152
 RD4256  PID         -  RD4256
 RD4256  STATE/COUNTY-  WA/CLARK
 RD4256  USGS QUAD   -  MOUNT TABOR (1990)
 RD4256
 RD4256                         *CURRENT SURVEY CONTROL
 RD4256  ___________________________________________________________________
 RD4256* NAD 83(1986)-  45 37 15.     (N)    122 30 15.     (W)     SCALED    
 RD4256* NAVD 88     -        89.535  (meters)     293.75   (feet)  ADJUSTED  
 RD4256  ___________________________________________________________________
 RD4256  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 RD4256  DYNAMIC HT  -          89.534 (meters)     293.75  (feet)  COMP
 RD4256  MODELED GRAV-     980,614.0   (mgal)                       NAVD 88
 RD4256
 RD4256  VERT ORDER  -  SECOND    CLASS II
 RD4256
 RD4256.The horizontal coordinates were scaled from a topographic map and have
 RD4256.an estimated accuracy of +/- 6 seconds.
 RD4256
 RD4256.The orthometric height was determined by differential leveling
 RD4256.and adjusted by the National Geodetic Survey in April 1995..
 RD4256
 RD4256.The geoid height was determined by GEOID03.
 RD4256
 RD4256.The dynamic height is computed by dividing the NAVD 88
 RD4256.geopotential number by the normal gravity value computed on the
 RD4256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4256.degrees latitude (g = 980.6199 gals.).
 RD4256
 RD4256.The modeled gravity was interpolated from observed gravity values.
 RD4256
 RD4256;                    North         East    Units  Estimated Accuracy
 RD4256;SPC WA S     -    33,940.      343,700.      MT  (+/- 180 meters Scaled)
 RD4256
 RD4256                          SUPERSEDED SURVEY CONTROL
 RD4256
 RD4256  NGVD 29 (03/17/92)   88.486  (m)          290.31   (f) ADJUSTED    2 2
 RD4256
 RD4256.Superseded values are not recommended for survey control.
 RD4256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4256.See file dsdata.txt to determine how the superseded data were derived.
 RD4256
 RD4256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER386520(NAD 83)
 RD4256_MARKER: DB = BENCH MARK DISK
 RD4256_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4256_SP_SET: IN CONCRETE CURB
 RD4256_STAMPING: 152  1989
 RD4256_MARK LOGO: WA-011
 RD4256_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4256+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 RD4256
 RD4256  HISTORY     - Date     Condition        Report By
 RD4256  HISTORY     - 1989     MONUMENTED       WA-011
 RD4256  HISTORY     - 20040612 GOOD             USPSQD
 RD4256  HISTORY     - 20060401 GOOD             USPSQD
 RD4256  HISTORY     - 20060421 GOOD             USPSQD
 RD4256
 RD4256                          STATION DESCRIPTION
 RD4256
 RD4256'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4256'AT INTERSECTION OF SE 164TH AVENUE AND SE 1ST STREET, NEAR SOUTHWEST
 RD4256'QUADRANT OF INTERSECTION, APPROX. 95 FT. SOUTH OF CENTERLINE OF SE
 RD4256'1ST STREET, 10 FT. NORTHEAST OF POWER POLE PUD 49547 83, IN CONCRETE
 RD4256'CURB, SET 2 INCH DOMED BRASS DISK.
 RD4256
 RD4256                          STATION RECOVERY (2004)
 RD4256
 RD4256'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4256'RECOVERED IN GOOD CONDITION.
 RD4256
 RD4256                          STATION RECOVERY (2006)
 RD4256
 RD4256'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 RD4256'RECOVERED IN GOOD CONDITION.
 RD4256
 RD4256                          STATION RECOVERY (2006)
 RD4256
 RD4256'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 RD4256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0455 ***********************************************************************
 SW0455  DESIGNATION -  1522 T
 SW0455  PID         -  SW0455
 SW0455  STATE/COUNTY-  WA/GRANT
 SW0455  USGS QUAD   -  COULEE CITY (1965)
 SW0455
 SW0455                         *CURRENT SURVEY CONTROL
 SW0455  ___________________________________________________________________
 SW0455* NAD 83(1986)-  47 30 01.     (N)    119 19 50.     (W)     SCALED    
 SW0455* NAVD 88     -       464.64   (+/-2cm)    1524.4    (feet)  VERTCON   
 SW0455  ___________________________________________________________________
 SW0455  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 SW0455
 SW0455  VERT ORDER  -  ? (See Below)
 SW0455
 SW0455.The horizontal coordinates were scaled from a topographic map and have
 SW0455.an estimated accuracy of +/- 6 seconds.
 SW0455
 SW0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0455.The vertical order pertains to the NGVD 29 superseded value.
 SW0455
 SW0455.The geoid height was determined by GEOID03.
 SW0455
 SW0455;                    North         East    Units  Estimated Accuracy
 SW0455;SPC WA S     -   241,520.      588,110.      MT  (+/- 180 meters Scaled)
 SW0455
 SW0455                          SUPERSEDED SURVEY CONTROL
 SW0455
 SW0455  NGVD 29 (??/??/92)  463.470  (m)         1520.57   (f) ADJ UNCH    ?  
 SW0455
 SW0455.Superseded values are not recommended for survey control.
 SW0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0455.See file dsdata.txt to determine how the superseded data were derived.
 SW0455
 SW0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN244633(NAD 83)
 SW0455_MARKER: P = PIPE CAP
 SW0455_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0455_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0455_STAMPING: 1522 T
 SW0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0455
 SW0455  HISTORY     - Date     Condition        Report By
 SW0455  HISTORY     - UNK      MONUMENTED       USGS
 SW0455  HISTORY     - 1935     GOOD             NGS
 SW0455
 SW0455                          STATION DESCRIPTION
 SW0455
 SW0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0455'IN SUNBATH.
 SW0455'AT SUNBATH, GRANT COUNTY, ON THE NORTHERN PACIFIC RAILWAY
 SW0455'RIGHT-OF-WAY, ABOUT 400 FEET SOUTH OF THE SECTION HOUSE, AND 30 FEET
 SW0455'WEST OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 SW0455'STAMPED 1522 T AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0265 ***********************************************************************
 SY0265  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0265  DESIGNATION -  15.33 USE
 SY0265  PID         -  SY0265
 SY0265  STATE/COUNTY-  WA/KING
 SY0265  USGS QUAD   -  POVERTY BAY (1994)
 SY0265
 SY0265                         *CURRENT SURVEY CONTROL
 SY0265  ___________________________________________________________________
 SY0265* NAD 83(1986)-  47 34 15.     (N)    122 20 45.     (W)     SCALED    
 SY0265* NAVD 88     -         3.657  (meters)      12.00   (feet)  ADJUSTED  
 SY0265  ___________________________________________________________________
 SY0265  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 SY0265  DYNAMIC HT  -           3.658 (meters)      12.00  (feet)  COMP
 SY0265  MODELED GRAV-     980,732.3   (mgal)                       NAVD 88
 SY0265
 SY0265  VERT ORDER  -  SECOND    CLASS 0
 SY0265
 SY0265.The horizontal coordinates were scaled from a topographic map and have
 SY0265.an estimated accuracy of +/- 6 seconds.
 SY0265
 SY0265.The orthometric height was determined by differential leveling
 SY0265.and adjusted by the National Geodetic Survey in June 1991..
 SY0265
 SY0265.This Tidal Bench Mark is designated as VM 14831
 SY0265.by the Center for Operational Oceanographic Products and Services.
 SY0265
 SY0265.The geoid height was determined by GEOID03.
 SY0265
 SY0265.The dynamic height is computed by dividing the NAVD 88
 SY0265.geopotential number by the normal gravity value computed on the
 SY0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0265.degrees latitude (g = 980.6199 gals.).
 SY0265
 SY0265.The modeled gravity was interpolated from observed gravity values.
 SY0265
 SY0265;                    North         East    Units  Estimated Accuracy
 SY0265;SPC WA N     -    64,590.      386,210.      MT  (+/- 180 meters Scaled)
 SY0265
 SY0265                          SUPERSEDED SURVEY CONTROL
 SY0265
 SY0265  NGVD 29 (??/??/??)    2.567  (m)            8.42   (f) ADJUSTED    2 0
 SY0265
 SY0265.Superseded values are not recommended for survey control.
 SY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0265.See file dsdata.txt to determine how the superseded data were derived.
 SY0265
 SY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET492688(NAD 83)
 SY0265_MARKER: DD = SURVEY DISK
 SY0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0265_SP_SET: PIER
 SY0265_STAMPING: 15.33
 SY0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0265
 SY0265  HISTORY     - Date     Condition        Report By
 SY0265  HISTORY     - UNK      MONUMENTED       USE
 SY0265  HISTORY     - 1975     GOOD             NGS
 SY0265
 SY0265                          STATION DESCRIPTION
 SY0265
 SY0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 SY0265'IN SEATTLE.
 SY0265'LOCATED AT THE SOUTH END OF HARBOR ISLAND, ON TOP OF THE SOUTH SIDE OF
 SY0265'THE WESTERLY ONE OF TWO CONCRETE PIERS THAT SUPPORT THE BURLINGTON
 SY0265'NORTHERN RAILROAD BRIDGE OVER THE DUWAMISH RIVER, WEST WATERWAY.  3.6
 SY0265'FEET WEST OF THE SOUTHEAST CORNER OF THE PIER AND 0.9 FEET NORTH OF
 SY0265'THE SOUTH EDGE OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4253 ***********************************************************************
 RD4253  DESIGNATION -  15451
 RD4253  PID         -  RD4253
 RD4253  STATE/COUNTY-  WA/CLARK
 RD4253  USGS QUAD   -  MOUNT TABOR (1990)
 RD4253
 RD4253                         *CURRENT SURVEY CONTROL
 RD4253  ___________________________________________________________________
 RD4253* NAD 83(1986)-  45 37 00.     (N)    122 31 01.     (W)     SCALED    
 RD4253* NAVD 88     -        94.596  (meters)     310.35   (feet)  ADJUSTED  
 RD4253  ___________________________________________________________________
 RD4253  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 RD4253  DYNAMIC HT  -          94.596 (meters)     310.35  (feet)  COMP
 RD4253  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 RD4253
 RD4253  VERT ORDER  -  SECOND    CLASS II
 RD4253
 RD4253.The horizontal coordinates were scaled from a topographic map and have
 RD4253.an estimated accuracy of +/- 6 seconds.
 RD4253
 RD4253.The orthometric height was determined by differential leveling
 RD4253.and adjusted by the National Geodetic Survey in April 1995..
 RD4253
 RD4253.The geoid height was determined by GEOID03.
 RD4253
 RD4253.The dynamic height is computed by dividing the NAVD 88
 RD4253.geopotential number by the normal gravity value computed on the
 RD4253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4253.degrees latitude (g = 980.6199 gals.).
 RD4253
 RD4253.The modeled gravity was interpolated from observed gravity values.
 RD4253
 RD4253;                    North         East    Units  Estimated Accuracy
 RD4253;SPC WA S     -    33,500.      342,690.      MT  (+/- 180 meters Scaled)
 RD4253
 RD4253                          SUPERSEDED SURVEY CONTROL
 RD4253
 RD4253  NGVD 29 (03/17/92)   93.548  (m)          306.92   (f) ADJUSTED    2 2
 RD4253
 RD4253.Superseded values are not recommended for survey control.
 RD4253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4253.See file dsdata.txt to determine how the superseded data were derived.
 RD4253
 RD4253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER376515(NAD 83)
 RD4253_MARKER: DB = BENCH MARK DISK
 RD4253_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4253_SP_SET: IN CONCRETE CURB
 RD4253_STAMPING: 15451  1989
 RD4253_MARK LOGO: WA-011
 RD4253_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4253+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 RD4253
 RD4253  HISTORY     - Date     Condition        Report By
 RD4253  HISTORY     - 1989     MONUMENTED       WA-011
 RD4253  HISTORY     - 20040313 GOOD             USPSQD
 RD4253  HISTORY     - 20050317 GOOD             USPSQD
 RD4253  HISTORY     - 20060401 GOOD             USPSQD
 RD4253  HISTORY     - 20060421 GOOD             USPSQD
 RD4253
 RD4253                          STATION DESCRIPTION
 RD4253
 RD4253'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4253'ALONG SE MILL PLAIN, ON SOUTH SIDE OF ROAD, APPROX. 2.96 KM (1.84 MI)
 RD4253'EAST OF INTERSECTION OF MILL PLAIN AND CHKALOV, APPROX. 185 FT. WEST
 RD4253'OF CENTERLINE OF SE 155TH AVENUE, 34 FT. EAST OF WATER METER, 56 FT.
 RD4253'EAST OF POWER POLE NUMBER 22 36 4 265 84., 37 FT. WEST OF CURB DROP
 RD4253'AT DRIVEWAY, IN CONCRETE CURB, SET 2 INCH DOMED BRASS DISK.
 RD4253
 RD4253                          STATION RECOVERY (2004)
 RD4253
 RD4253'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4253'RECOVERED IN GOOD CONDITION.
 RD4253
 RD4253                          STATION RECOVERY (2005)
 RD4253
 RD4253'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4253'RECOVERED IN GOOD CONDITION.
 RD4253
 RD4253                          STATION RECOVERY (2006)
 RD4253
 RD4253'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 RD4253'RECOVERED IN GOOD CONDITION.
 RD4253
 RD4253                          STATION RECOVERY (2006)
 RD4253
 RD4253'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 RD4253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0505 ***********************************************************************
 SX0505  DESIGNATION -  1548
 SX0505  PID         -  SX0505
 SX0505  STATE/COUNTY-  WA/KITTITAS
 SX0505  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX0505
 SX0505                         *CURRENT SURVEY CONTROL
 SX0505  ___________________________________________________________________
 SX0505* NAD 83(1986)-  47 00 55.     (N)    120 34 59.     (W)     SCALED    
 SX0505* NAVD 88     -       472.920  (meters)    1551.57   (feet)  ADJUSTED  
 SX0505  ___________________________________________________________________
 SX0505  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 SX0505  DYNAMIC HT  -         472.925 (meters)    1551.59  (feet)  COMP
 SX0505  MODELED GRAV-     980,609.2   (mgal)                       NAVD 88
 SX0505
 SX0505  VERT ORDER  -  FIRST     CLASS II
 SX0505
 SX0505.The horizontal coordinates were scaled from a topographic map and have
 SX0505.an estimated accuracy of +/- 6 seconds.
 SX0505
 SX0505.The orthometric height was determined by differential leveling
 SX0505.and adjusted by the National Geodetic Survey in June 1991..
 SX0505
 SX0505.The geoid height was determined by GEOID03.
 SX0505
 SX0505.The dynamic height is computed by dividing the NAVD 88
 SX0505.geopotential number by the normal gravity value computed on the
 SX0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0505.degrees latitude (g = 980.6199 gals.).
 SX0505
 SX0505.The modeled gravity was interpolated from observed gravity values.
 SX0505
 SX0505;                    North         East    Units  Estimated Accuracy
 SX0505;SPC WA S     -   186,960.      493,690.      MT  (+/- 180 meters Scaled)
 SX0505
 SX0505                          SUPERSEDED SURVEY CONTROL
 SX0505
 SX0505  NGVD 29 (??/??/92)  471.819  (m)         1547.96   (f) ADJ UNCH    1 2
 SX0505
 SX0505.Superseded values are not recommended for survey control.
 SX0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0505.See file dsdata.txt to determine how the superseded data were derived.
 SX0505
 SX0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT836096(NAD 83)
 SX0505_MARKER: Q = CHISELED SQUARE
 SX0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0505_SP_SET: ABUTMENT
 SX0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0505
 SX0505  HISTORY     - Date     Condition        Report By
 SX0505  HISTORY     - UNK      MONUMENTED       USGS
 SX0505  HISTORY     - 1949     GOOD             NGS
 SX0505  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SX0505  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SX0505
 SX0505                          STATION DESCRIPTION
 SX0505
 SX0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0505'1.9 MI NW FROM ELLENSBURG.
 SX0505'1.9 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0505'STATION AT ELLENSBURG, KITTITAS COUNTY, 150 FEET SOUTHEAST OF
 SX0505'SEMAPHORE 1.9, 6.1 FEET NORTHEAST OF THE NORTHEAST RAIL, AT BRIDGE NO.
 SX0505'1.1 OVER AN IRRIGATION CANAL, ON THE TOP OF THE NORTHEAST END OF THE
 SX0505'NORTHWEST ABUTMENT, 0.7 FOOT WEST OF THE EAST CORNER OF THE ABUTMENT,
 SX0505'NEAR THE INSCRIPTION US 1548.1 BM PAINTED ON THE WOODENODEN CURBING OF
 SX0505'THE BRIDGE, AND 0.9 FOOT BELOW THE BASE OF THE RAIL.  THE HIGH POINT
 SX0505'WITHIN A 1-1/2- BY 1-1/2-INCH CHISELED SQUARE.  NOTE-- DO NOT CONFUSE
 SX0505'WITH A CHISELED CROSS 2 INCHES TO THE EAST.
 SX0505
 SX0505                          STATION RECOVERY (1983)
 SX0505
 SX0505'RECOVERY NOTE BY US POWER SQUADRON 1983
 SX0505'1.9 MILES NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 SX0505'STATION AT ELLENSBURG, AT BRIDGE NO. 1.1 OVER AN IRRIGATION CANAL,
 SX0505'6.1 FEET NORTHEAST OF THE NORTHEAST OF THE NORTHEAST RAIL 2.0 FEET
 SX0505'BELOW THE BASE OF THE RAIL, A CHISELED SQUARE ON THE TOP OF THE
 SX0505'NORTHEAST END OF THE SOUTH EAST ABUTMENT. THE TRACK LEVEL HAS BEEN
 SX0505'RAISED SINCE THE JULY 1949 DESCRIPTION, AND 1.5 FEET OF CONCRETE HAS
 SX0505'BEEN PLACED ON TOP OF THE OLD ABUTMENT, BUT IS BROKEN AWAY AT
 SX0505
 SX0505                          STATION RECOVERY (2001)
 SX0505
 SX0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SX0505'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0802 ***********************************************************************
 SY0802  DESIGNATION -  15.5 USGS
 SY0802  PID         -  SY0802
 SY0802  STATE/COUNTY-  WA/MASON
 SY0802  USGS QUAD   -  BELFAIR (1994)
 SY0802
 SY0802                         *CURRENT SURVEY CONTROL
 SY0802  ___________________________________________________________________
 SY0802* NAD 83(1986)-  47 22 31.     (N)    122 50 06.     (W)     SCALED    
 SY0802* NAVD 88     -         5.750  (meters)      18.86   (feet)  POSTED    
 SY0802  ___________________________________________________________________
 SY0802  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 SY0802  DYNAMIC HT  -           5.750 (meters)      18.86  (feet)  COMP
 SY0802  MODELED GRAV-     980,789.7   (mgal)                       NAVD 88
 SY0802
 SY0802  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0802
 SY0802.The horizontal coordinates were scaled from a topographic map and have
 SY0802.an estimated accuracy of +/- 6 seconds.
 SY0802
 SY0802.The orthometric height was determined by differential leveling
 SY0802.and adjusted by the National Geodetic Survey in 1992..
 SY0802.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0802.rate of 0.0 thru 1.0 mm/km.
 SY0802
 SY0802.The geoid height was determined by GEOID03.
 SY0802
 SY0802.The dynamic height is computed by dividing the NAVD 88
 SY0802.geopotential number by the normal gravity value computed on the
 SY0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0802.degrees latitude (g = 980.6199 gals.).
 SY0802
 SY0802.The modeled gravity was interpolated from observed gravity values.
 SY0802
 SY0802;                    North         East    Units  Estimated Accuracy
 SY0802;SPC WA S     -   229,580.      323,680.      MT  (+/- 180 meters Scaled)
 SY0802
 SY0802                          SUPERSEDED SURVEY CONTROL
 SY0802
 SY0802  NGVD 29 (??/??/??)    4.688  (m)           15.38   (f) ADJUSTED    1 2
 SY0802
 SY0802.Superseded values are not recommended for survey control.
 SY0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0802.See file dsdata.txt to determine how the superseded data were derived.
 SY0802
 SY0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET124468(NAD 83)
 SY0802_MARKER: S = SPIKE
 SY0802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0802_SP_SET: BRIDGE
 SY0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0802
 SY0802  HISTORY     - Date     Condition        Report By
 SY0802  HISTORY     - UNK      MONUMENTED       USGS
 SY0802  HISTORY     - 1944     GOOD             CGS
 SY0802
 SY0802                          STATION DESCRIPTION
 SY0802
 SY0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0802'0.7 MI SW FROM ALLYN.
 SY0802'0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY0802'ALLYN, MASON COUNTY, ABOUT 200 FEET NORTHEAST OF A WOODEN BRIDGE, AT
 SY0802'THE JUNCTION OF A SIDE ROAD LEADING NORTHWEST, 35 FEET NORTHEAST OF
 SY0802'THE CENTERLINE OF THE ROAD, 35 FEET NORTHWEST OF THE CENTERLINE OF THE
 SY0802'HIGHWAY, IN THE NORTHWEST SIDE OF THE BASE OF A POLE, AND 0.2 FOOT
 SY0802'ABOVE THE GROUND.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0013 ***********************************************************************
 SW0013  DESIGNATION -  1553
 SW0013  PID         -  SW0013
 SW0013  STATE/COUNTY-  WA/LINCOLN
 SW0013  USGS QUAD   -  INKSTER LAKE (1985)
 SW0013
 SW0013                         *CURRENT SURVEY CONTROL
 SW0013  ___________________________________________________________________
 SW0013* NAD 83(1986)-  47 51 12.     (N)    118 09 03.     (W)     SCALED    
 SW0013* NAVD 88     -       474.176  (meters)    1555.69   (feet)  ADJUSTED  
 SW0013  ___________________________________________________________________
 SW0013  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SW0013  DYNAMIC HT  -         474.213 (meters)    1555.81  (feet)  COMP
 SW0013  MODELED GRAV-     980,676.8   (mgal)                       NAVD 88
 SW0013
 SW0013  VERT ORDER  -  SECOND    CLASS 0
 SW0013
 SW0013.The horizontal coordinates were scaled from a topographic map and have
 SW0013.an estimated accuracy of +/- 6 seconds.
 SW0013
 SW0013.The orthometric height was determined by differential leveling
 SW0013.and adjusted by the National Geodetic Survey in June 1991..
 SW0013
 SW0013.The geoid height was determined by GEOID03.
 SW0013
 SW0013.The dynamic height is computed by dividing the NAVD 88
 SW0013.geopotential number by the normal gravity value computed on the
 SW0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0013.degrees latitude (g = 980.6199 gals.).
 SW0013
 SW0013.The modeled gravity was interpolated from observed gravity values.
 SW0013
 SW0013;                    North         East    Units  Estimated Accuracy
 SW0013;SPC WA N     -    98,370.      700,700.      MT  (+/- 180 meters Scaled)
 SW0013
 SW0013                          SUPERSEDED SURVEY CONTROL
 SW0013
 SW0013  NGVD 29 (??/??/92)  472.965  (m)         1551.72   (f) ADJ UNCH    2 0
 SW0013
 SW0013.Superseded values are not recommended for survey control.
 SW0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0013.See file dsdata.txt to determine how the superseded data were derived.
 SW0013
 SW0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP139006(NAD 83)
 SW0013_MARKER: DB = BENCH MARK DISK
 SW0013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0013_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0013_STAMPING: 1553
 SW0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0013
 SW0013  HISTORY     - Date     Condition        Report By
 SW0013  HISTORY     - UNK      MONUMENTED       USGS
 SW0013  HISTORY     - 1948     GOOD             NGS
 SW0013  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0013  HISTORY     - 1982     MARK NOT FOUND   USGS
 SW0013
 SW0013                          STATION DESCRIPTION
 SW0013
 SW0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SW0013'15.4 MI N FROM DAVENPORT.
 SW0013'FROM THE CITY LIMITS OF DAVENPORT PROCEED NORTH ON STATE HIGHWAY NO.
 SW0013'22 FOR 12.8 MILES TO A ROAD JUNCTION, THENCE BEAR RIGHT ON GRAVEL
 SW0013'ROAD, WHICH IS ORIGINAL HIGHWAY NO. 22, FOR 2.5 MILES TO A FARM ROAD
 SW0013'ON THE RIGHT, WHICH IS THE OLD ABANDONED STATE HIGHWAY NO. 22. THENCE
 SW0013'FOR 0.2 MILE ALONG THIS FARM ROAD TO A SLIM Y CONNECTION WITH ANOTHER
 SW0013'FARM ROAD.  THE MARK IS MIDWAY BETWEEN THE TWO FARM ROADS. THE MARK IS
 SW0013'500 FT EAST OF THE MAIN ROAD 20 FT. EAST OF ABANDONED HIGHWAY, AND 21
 SW0013'FEET WEST OF FARM ROAD, 50 FEET SOUTH OF JUNCTION OF ABANDONED HIGHWAY
 SW0013'AND FARM ROAD.  0.2 MILE NORTH OF BARN.  NOTE-- THE DETILLION BRIDGE
 SW0013'SIGN IS GONE.  THE MARK IS A BRASS CAP ON A 3 1/2 INCH IRON PIPE
 SW0013'PROJECTING ABOUT 1 FOOT.
 SW0013
 SW0013                          STATION RECOVERY (1966)
 SW0013
 SW0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0013'MARK NOT FOUND.
 SW0013
 SW0013                          STATION RECOVERY (1982)
 SW0013
 SW0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SW0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0500 ***********************************************************************
 SX0500  DESIGNATION -  1559 T=TT 9 RS
 SX0500  PID         -  SX0500
 SX0500  STATE/COUNTY-  WA/KITTITAS
 SX0500  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX0500
 SX0500                         *CURRENT SURVEY CONTROL
 SX0500  ___________________________________________________________________
 SX0500* NAD 83(1986)-  47 01 15.     (N)    120 35 31.     (W)     SCALED    
 SX0500* NAVD 88     -       476.158  (meters)    1562.19   (feet)  ADJUSTED  
 SX0500  ___________________________________________________________________
 SX0500  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 SX0500  DYNAMIC HT  -         476.163 (meters)    1562.21  (feet)  COMP
 SX0500  MODELED GRAV-     980,609.4   (mgal)                       NAVD 88
 SX0500
 SX0500  VERT ORDER  -  FIRST     CLASS II
 SX0500
 SX0500.The horizontal coordinates were scaled from a topographic map and have
 SX0500.an estimated accuracy of +/- 6 seconds.
 SX0500
 SX0500.The orthometric height was determined by differential leveling
 SX0500.and adjusted by the National Geodetic Survey in June 1991..
 SX0500
 SX0500.The geoid height was determined by GEOID03.
 SX0500
 SX0500.The dynamic height is computed by dividing the NAVD 88
 SX0500.geopotential number by the normal gravity value computed on the
 SX0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0500.degrees latitude (g = 980.6199 gals.).
 SX0500
 SX0500.The modeled gravity was interpolated from observed gravity values.
 SX0500
 SX0500;                    North         East    Units  Estimated Accuracy
 SX0500;SPC WA S     -   187,570.      493,010.      MT  (+/- 180 meters Scaled)
 SX0500
 SX0500                          SUPERSEDED SURVEY CONTROL
 SX0500
 SX0500  NGVD 29 (??/??/92)  475.056  (m)         1558.58   (f) ADJ UNCH    1 2
 SX0500
 SX0500.Superseded values are not recommended for survey control.
 SX0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0500.See file dsdata.txt to determine how the superseded data were derived.
 SX0500
 SX0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT829102(NAD 83)
 SX0500_MARKER: DD = SURVEY DISK
 SX0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0500_SP_SET: CONCRETE BASE
 SX0500_STAMPING: 1559 T TT 9 RS 1935
 SX0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0500
 SX0500  HISTORY     - Date     Condition        Report By
 SX0500  HISTORY     - 1935     MONUMENTED       USGS
 SX0500  HISTORY     - 1958     GOOD             NGS
 SX0500  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0500  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SX0500
 SX0500                          STATION DESCRIPTION
 SX0500
 SX0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SX0500'2.6 MI NW FROM ELLENSBURG.
 SX0500'2.6 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0500'STATION AT ELLENSBURG, KITTITAS COUNTY, AT A PAVED ROAD CROSSING, 35.6
 SX0500'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 18 FEET SOUTHEAST OF THE CENTER
 SX0500'OF THE ROAD, AT A POWER-TRANSMISSION LINE POLE, IN THE EAST CORNER OF
 SX0500'THE CONCRETE BASE, 1 FOOT EAST OF THE POLE, AND 1 FOOT EAST OF A WHITE
 SX0500'WITNESS POST.
 SX0500
 SX0500                          STATION RECOVERY (1982)
 SX0500
 SX0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0500'NOT RECOVERED.
 SX0500
 SX0500                          STATION RECOVERY (2001)
 SX0500
 SX0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SX0500'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0460 ***********************************************************************
 TR0460  DESIGNATION -  156 + MIDWAY
 TR0460  PID         -  TR0460
 TR0460  STATE/COUNTY-  WA/ISLAND
 TR0460  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0460
 TR0460                         *CURRENT SURVEY CONTROL
 TR0460  ___________________________________________________________________
 TR0460* NAD 83(1986)-  48 17 48.     (N)    122 34 43.     (W)     SCALED    
 TR0460* NAVD 88     -        22.250  (meters)      73.00   (feet)  ADJUSTED  
 TR0460  ___________________________________________________________________
 TR0460  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 TR0460  DYNAMIC HT  -          22.255 (meters)      73.01  (feet)  COMP
 TR0460  MODELED GRAV-     980,833.8   (mgal)                       NAVD 88
 TR0460
 TR0460  VERT ORDER  -  FIRST     CLASS II
 TR0460
 TR0460.The horizontal coordinates were scaled from a topographic map and have
 TR0460.an estimated accuracy of +/- 6 seconds.
 TR0460
 TR0460.The orthometric height was determined by differential leveling
 TR0460.and adjusted by the National Geodetic Survey in June 1991..
 TR0460
 TR0460.The geoid height was determined by GEOID03.
 TR0460
 TR0460.The dynamic height is computed by dividing the NAVD 88
 TR0460.geopotential number by the normal gravity value computed on the
 TR0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0460.degrees latitude (g = 980.6199 gals.).
 TR0460
 TR0460.The modeled gravity was interpolated from observed gravity values.
 TR0460
 TR0460;                    North         East    Units  Estimated Accuracy
 TR0460;SPC WA N     -   145,640.      370,520.      MT  (+/- 180 meters Scaled)
 TR0460
 TR0460                          SUPERSEDED SURVEY CONTROL
 TR0460
 TR0460  NGVD 29 (??/??/92)   21.106  (m)           69.25   (f) ADJ UNCH    1 2
 TR0460
 TR0460.Superseded values are not recommended for survey control.
 TR0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0460.See file dsdata.txt to determine how the superseded data were derived.
 TR0460
 TR0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU312493(NAD 83)
 TR0460_MARKER: DD = SURVEY DISK
 TR0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0460_STAMPING: 156 + MIDWAY
 TR0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0460+STABILITY: SURFACE MOTION
 TR0460
 TR0460  HISTORY     - Date     Condition        Report By
 TR0460  HISTORY     - UNK      MONUMENTED       DOD
 TR0460  HISTORY     - 1952     GOOD             NGS
 TR0460  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0460
 TR0460                          STATION DESCRIPTION
 TR0460
 TR0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0460'3.6 MI E FROM OAK HARBOR.
 TR0460'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0460'THE MAIN GATE OF THE WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0460'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.6 MILE
 TR0460'NORTHEAST ALONG TORPEDO ROAD, THENCE 2.0 MILES EAST ALONG MIDWAY
 TR0460'BOULEVARD, AT THE T JUNCTION OF A GRAVEL ROAD LEADING NORTH, IN THE
 TR0460'NORTH EDGE OF THE BOULEVARD, 135.0 FEET EAST OF THE APPROXIMATE CENTER
 TR0460'OF THE JUNCTION, 20 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 17 1/2
 TR0460'FEET SOUTH OF THE APPROXIMATE CENTER OF THE NORTH DITCH OF THE
 TR0460'BOULEVARD, 8.0 FEET NORTH OF THE CENTER LINE OF THE BOULEVARD, 0.3
 TR0460'FOOT BELOW THE SURFACE OF THE GROUND, AND SET IN THE TOP OF A CONCRETE
 TR0460'POST WHICH IS ENCASED BY A 6-INCH STEEL PIPE WITH A CAST IRON COVER.
 TR0460
 TR0460                          STATION RECOVERY (1973)
 TR0460
 TR0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0428 ***********************************************************************
 TR0428  DESIGNATION -  156 + TORPEDO
 TR0428  PID         -  TR0428
 TR0428  STATE/COUNTY-  WA/ISLAND
 TR0428  USGS QUAD   -  OAK HARBOR (1973)
 TR0428
 TR0428                         *CURRENT SURVEY CONTROL
 TR0428  ___________________________________________________________________
 TR0428* NAD 83(1986)-  48 18 14.     (N)    122 37 38.     (W)     SCALED    
 TR0428* NAVD 88     -        21.791  (meters)      71.49   (feet)  ADJUSTED  
 TR0428  ___________________________________________________________________
 TR0428  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 TR0428  DYNAMIC HT  -          21.796 (meters)      71.51  (feet)  COMP
 TR0428  MODELED GRAV-     980,846.6   (mgal)                       NAVD 88
 TR0428
 TR0428  VERT ORDER  -  FIRST     CLASS II
 TR0428
 TR0428.This mark is at Oak Harbor Air Park  (76S)
 TR0428
 TR0428.The horizontal coordinates were scaled from a topographic map and have
 TR0428.an estimated accuracy of +/- 6 seconds.
 TR0428
 TR0428.The orthometric height was determined by differential leveling
 TR0428.and adjusted by the National Geodetic Survey in June 1991..
 TR0428
 TR0428.The geoid height was determined by GEOID03.
 TR0428
 TR0428.The dynamic height is computed by dividing the NAVD 88
 TR0428.geopotential number by the normal gravity value computed on the
 TR0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0428.degrees latitude (g = 980.6199 gals.).
 TR0428
 TR0428.The modeled gravity was interpolated from observed gravity values.
 TR0428
 TR0428;                    North         East    Units  Estimated Accuracy
 TR0428;SPC WA N     -   146,520.      366,940.      MT  (+/- 180 meters Scaled)
 TR0428
 TR0428                          SUPERSEDED SURVEY CONTROL
 TR0428
 TR0428  NGVD 29 (??/??/92)   20.646  (m)           67.74   (f) ADJ UNCH    1 2
 TR0428
 TR0428.Superseded values are not recommended for survey control.
 TR0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0428.See file dsdata.txt to determine how the superseded data were derived.
 TR0428
 TR0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU276501(NAD 83)
 TR0428_MARKER: DD = SURVEY DISK
 TR0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0428_STAMPING: 156 + TORPEDO
 TR0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0428+STABILITY: SURFACE MOTION
 TR0428
 TR0428  HISTORY     - Date     Condition        Report By
 TR0428  HISTORY     - UNK      MONUMENTED       DOD
 TR0428  HISTORY     - 1952     GOOD             NGS
 TR0428
 TR0428                          STATION DESCRIPTION
 TR0428
 TR0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0428'2.25 MI NE FROM OAK HARBOR.
 TR0428'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0428'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0428'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 1.3 MILES
 TR0428'NORTHEAST ALONG TORPEDO ROAD, IN THE CENTER OF THE ROAD, 45 1/2 FEET
 TR0428'WEST OF A POWER LINE POLE, 25 1/2 FEET EAST OF A 3-FOOT-HIGH CUT, 3
 TR0428'FEET WEST OF THE YELLOW PAINTED CENTER LINE OF THE ROAD, ABOUT 0.3
 TR0428'FOOT BELOW THE SURFACE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TR0428'POST WHICH IS ENCASED BY A 6-INCH STEEL PIPE WITH A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0459 ***********************************************************************
 SW0459  DESIGNATION -  1567
 SW0459  PID         -  SW0459
 SW0459  STATE/COUNTY-  WA/GRANT
 SW0459  USGS QUAD   -  COULEE CITY (1965)
 SW0459
 SW0459                         *CURRENT SURVEY CONTROL
 SW0459  ___________________________________________________________________
 SW0459* NAD 83(1986)-  47 32 27.     (N)    119 16 22.     (W)     SCALED    
 SW0459* NAVD 88     -       478.190  (meters)    1568.86   (feet)  ADJUSTED  
 SW0459  ___________________________________________________________________
 SW0459  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 SW0459  DYNAMIC HT  -         478.227 (meters)    1568.98  (feet)  COMP
 SW0459  MODELED GRAV-     980,674.1   (mgal)                       NAVD 88
 SW0459
 SW0459  VERT ORDER  -  SECOND    CLASS 0
 SW0459
 SW0459.The horizontal coordinates were scaled from a topographic map and have
 SW0459.an estimated accuracy of +/- 6 seconds.
 SW0459
 SW0459.The orthometric height was determined by differential leveling
 SW0459.and adjusted by the National Geodetic Survey in June 1991..
 SW0459
 SW0459.The geoid height was determined by GEOID03.
 SW0459
 SW0459.The dynamic height is computed by dividing the NAVD 88
 SW0459.geopotential number by the normal gravity value computed on the
 SW0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0459.degrees latitude (g = 980.6199 gals.).
 SW0459
 SW0459.The modeled gravity was interpolated from observed gravity values.
 SW0459
 SW0459;                    North         East    Units  Estimated Accuracy
 SW0459;SPC WA S     -   246,100.      592,390.      MT  (+/- 180 meters Scaled)
 SW0459
 SW0459                          SUPERSEDED SURVEY CONTROL
 SW0459
 SW0459  NGVD 29 (??/??/92)  477.025  (m)         1565.04   (f) ADJ UNCH    2 0
 SW0459
 SW0459.Superseded values are not recommended for survey control.
 SW0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0459.See file dsdata.txt to determine how the superseded data were derived.
 SW0459
 SW0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN289677(NAD 83)
 SW0459_MARKER: DD = SURVEY DISK
 SW0459_SETTING: 66 = SET IN ROCK OUTCROP
 SW0459_SP_SET: LAVA OUTCROP
 SW0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0459+STABILITY: POSITION/ELEVATION WELL
 SW0459
 SW0459  HISTORY     - Date     Condition        Report By
 SW0459  HISTORY     - UNK      MONUMENTED       USGS
 SW0459  HISTORY     - 1934     GOOD             NGS
 SW0459
 SW0459                          STATION DESCRIPTION
 SW0459
 SW0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0459'7.4 MI S FROM COULEE CITY.
 SW0459'7.4. MI. S. ALONG THE N.P. RR. FROM RR. STATION.  ALONG THE RIGHT OF
 SW0459'WAY OF THE NORTHERN PACIFIC RAILROAD.  40 FEET NORTH OF THE TRACK, 24
 SW0459'RAIL LENGTHS NORTHWEST OF BRIDGE MARKED (112), AND SET IN LAVA OUT
 SW0459'CROP ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1124 ***********************************************************************
 RZ1124  DESIGNATION -  1567
 RZ1124  PID         -  RZ1124
 RZ1124  STATE/COUNTY-  WA/GARFIELD
 RZ1124  USGS QUAD   -  ZUMWALT (1967)
 RZ1124
 RZ1124                         *CURRENT SURVEY CONTROL
 RZ1124  ___________________________________________________________________
 RZ1124* NAD 83(1986)-  46 27 52.     (N)    117 42 20.     (W)     SCALED    
 RZ1124* NAVD 88     -       478.502  (meters)    1569.89   (feet)  ADJUSTED  
 RZ1124  ___________________________________________________________________
 RZ1124  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 RZ1124  DYNAMIC HT  -         478.482 (meters)    1569.82  (feet)  COMP
 RZ1124  MODELED GRAV-     980,559.7   (mgal)                       NAVD 88
 RZ1124
 RZ1124  VERT ORDER  -  FIRST     CLASS I
 RZ1124
 RZ1124.The horizontal coordinates were scaled from a topographic map and have
 RZ1124.an estimated accuracy of +/- 6 seconds.
 RZ1124
 RZ1124.The orthometric height was determined by differential leveling
 RZ1124.and adjusted by the National Geodetic Survey in June 1991..
 RZ1124.WARNING-Repeat measurements at this control monument indicate possible
 RZ1124.vertical movement.
 RZ1124
 RZ1124.The geoid height was determined by GEOID03.
 RZ1124
 RZ1124.The dynamic height is computed by dividing the NAVD 88
 RZ1124.geopotential number by the normal gravity value computed on the
 RZ1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1124.degrees latitude (g = 980.6199 gals.).
 RZ1124
 RZ1124.The modeled gravity was interpolated from observed gravity values.
 RZ1124
 RZ1124;                    North         East    Units  Estimated Accuracy
 RZ1124;SPC WA S     -   129,520.      714,590.      MT  (+/- 180 meters Scaled)
 RZ1124
 RZ1124                          SUPERSEDED SURVEY CONTROL
 RZ1124
 RZ1124  NGVD 29 (??/??/92)  477.516  (m)         1566.65   (f) ADJ UNCH    1 1
 RZ1124
 RZ1124.Superseded values are not recommended for survey control.
 RZ1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1124.See file dsdata.txt to determine how the superseded data were derived.
 RZ1124
 RZ1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM458458(NAD 83)
 RZ1124_MARKER: P = PIPE CAP
 RZ1124_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RZ1124_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RZ1124_STAMPING: 1567 WASH 1915
 RZ1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1124
 RZ1124  HISTORY     - Date     Condition        Report By
 RZ1124  HISTORY     - 1915     MONUMENTED       USGS
 RZ1124  HISTORY     - 1968     GOOD             NGS
 RZ1124
 RZ1124                          STATION DESCRIPTION
 RZ1124
 RZ1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1124'5.45 MI W FROM POMEROY.
 RZ1124'5.45 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT POMEROY,
 RZ1124'0.05 MILE SOUTHEAST OF MILEPOST 398, AT THE JUNCTION OF STATE HIGHWAY
 RZ1124'126, 75 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 12, 30 FEET
 RZ1124'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 126, 35.0 FEET NORTHEAST
 RZ1124'OF THE NORTHEAST RAIL OF THE UNION PACIFIC RAILROAD, 12 FEET SOUTH OF
 RZ1124'A FENCE CORNER, 0.9 FOOT NORTH OF THE NORTH ONE OF TWO SIGN POST, 0.6
 RZ1124'FOOT SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE STATE HIGHWAY,
 RZ1124'AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT
 RZ1124'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0497 ***********************************************************************
 SX0497  DESIGNATION -  1571
 SX0497  PID         -  SX0497
 SX0497  STATE/COUNTY-  WA/KITTITAS
 SX0497  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX0497
 SX0497                         *CURRENT SURVEY CONTROL
 SX0497  ___________________________________________________________________
 SX0497* NAD 83(1986)-  47 01 43.     (N)    120 36 11.     (W)     SCALED    
 SX0497* NAVD 88     -       479.880  (meters)    1574.41   (feet)  ADJUSTED  
 SX0497  ___________________________________________________________________
 SX0497  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 SX0497  DYNAMIC HT  -         479.885 (meters)    1574.42  (feet)  COMP
 SX0497  MODELED GRAV-     980,609.4   (mgal)                       NAVD 88
 SX0497
 SX0497  VERT ORDER  -  FIRST     CLASS II
 SX0497
 SX0497.The horizontal coordinates were scaled from a topographic map and have
 SX0497.an estimated accuracy of +/- 6 seconds.
 SX0497
 SX0497.The orthometric height was determined by differential leveling
 SX0497.and adjusted by the National Geodetic Survey in June 1991..
 SX0497.WARNING-Repeat measurements at this control monument indicate possible
 SX0497.vertical movement.
 SX0497
 SX0497.The geoid height was determined by GEOID03.
 SX0497
 SX0497.The dynamic height is computed by dividing the NAVD 88
 SX0497.geopotential number by the normal gravity value computed on the
 SX0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0497.degrees latitude (g = 980.6199 gals.).
 SX0497
 SX0497.The modeled gravity was interpolated from observed gravity values.
 SX0497
 SX0497;                    North         East    Units  Estimated Accuracy
 SX0497;SPC WA S     -   188,440.      492,170.      MT  (+/- 180 meters Scaled)
 SX0497
 SX0497                          SUPERSEDED SURVEY CONTROL
 SX0497
 SX0497  NGVD 29 (??/??/92)  478.771  (m)         1570.77   (f) ADJ UNCH    1 2
 SX0497
 SX0497.Superseded values are not recommended for survey control.
 SX0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0497.See file dsdata.txt to determine how the superseded data were derived.
 SX0497
 SX0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT821111(NAD 83)
 SX0497_MARKER: Q = CHISELED SQUARE
 SX0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0497_SP_SET: CULVERT
 SX0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0497
 SX0497  HISTORY     - Date     Condition        Report By
 SX0497  HISTORY     - UNK      MONUMENTED       USGS
 SX0497  HISTORY     - 1958     GOOD             NGS
 SX0497  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0497  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SX0497
 SX0497                          STATION DESCRIPTION
 SX0497
 SX0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SX0497'3.3 MI NW FROM ELLENSBURG.
 SX0497'3.3 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0497'STATION AT ELLENSBURG, KITTITAS COUNTY, 0.2 MILE SOUTHEAST OF THE
 SX0497'SHOSKIN SIDING SIGN, AT MILEAGE 3.35, AT A DIRT-ROAD CROSSING, 39 FEET
 SX0497'SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD, 25.1 FEET NORTHEAST OF
 SX0497'THE NORTHEAST RAIL OF THE MAIN TRACK, 10.8 FEET NORTHEAST OF THE
 SX0497'NORTHEAST RAIL OF THE SIDETRACK, ON THE TOP OF THE NORTHEAST END OF A
 SX0497'CONCRETE-PIPE CULVERT ON AN IRRIGATION DITCH UNDER THE TRACK, 0.2 FOOT
 SX0497'SOUTHWEST OF THE NORTHEAST END OF THE PIPE, NEAR THE PAINTED FIGURES
 SX0497'1571 AND 2 FEET BELOW THE LEVEL OF THE TRACK. THE HIGH POINT WITHIN A
 SX0497'1- BY 1-INCH CHISELED SQUARE.
 SX0497
 SX0497                          STATION RECOVERY (1982)
 SX0497
 SX0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0497'NOT RECOVERED.
 SX0497
 SX0497                          STATION RECOVERY (2001)
 SX0497
 SX0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SX0497'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0578 ***********************************************************************
 SX0578  DESIGNATION -  1571 T
 SX0578  PID         -  SX0578
 SX0578  STATE/COUNTY-  WA/KITTITAS
 SX0578  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX0578
 SX0578                         *CURRENT SURVEY CONTROL
 SX0578  ___________________________________________________________________
 SX0578* NAD 83(1986)-  47 00 00.     (N)    120 32 34.     (W)     SCALED    
 SX0578* NAVD 88     -       480.058  (meters)    1574.99   (feet)  ADJUSTED  
 SX0578  ___________________________________________________________________
 SX0578  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SX0578  DYNAMIC HT  -         480.061 (meters)    1575.00  (feet)  COMP
 SX0578  MODELED GRAV-     980,605.8   (mgal)                       NAVD 88
 SX0578
 SX0578  VERT ORDER  -  FIRST     CLASS II
 SX0578
 SX0578.The horizontal coordinates were scaled from a topographic map and have
 SX0578.an estimated accuracy of +/- 6 seconds.
 SX0578
 SX0578.The orthometric height was determined by differential leveling
 SX0578.and adjusted by the National Geodetic Survey in June 1991..
 SX0578
 SX0578.The geoid height was determined by GEOID03.
 SX0578
 SX0578.The dynamic height is computed by dividing the NAVD 88
 SX0578.geopotential number by the normal gravity value computed on the
 SX0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0578.degrees latitude (g = 980.6199 gals.).
 SX0578
 SX0578.The modeled gravity was interpolated from observed gravity values.
 SX0578
 SX0578;                    North         East    Units  Estimated Accuracy
 SX0578;SPC WA S     -   185,250.      496,750.      MT  (+/- 180 meters Scaled)
 SX0578
 SX0578                          SUPERSEDED SURVEY CONTROL
 SX0578
 SX0578  NGVD 29 (??/??/92)  478.942  (m)         1571.33   (f) ADJ UNCH    1 2
 SX0578
 SX0578.Superseded values are not recommended for survey control.
 SX0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0578.See file dsdata.txt to determine how the superseded data were derived.
 SX0578
 SX0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT868080(NAD 83)
 SX0578_MARKER: DB = BENCH MARK DISK
 SX0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0578_SP_SET: COPING STONE
 SX0578_STAMPING: 1571.506 1571 T
 SX0578_MARK LOGO: USGS  
 SX0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX0578+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2000
 SX0578
 SX0578  HISTORY     - Date     Condition        Report By
 SX0578  HISTORY     - UNK      MONUMENTED       USGS
 SX0578  HISTORY     - 1947     GOOD             NGS
 SX0578  HISTORY     - 1982     GOOD             NGS
 SX0578  HISTORY     - 1988     POOR             USPSQD
 SX0578  HISTORY     - 1989     GOOD             USPSQD
 SX0578  HISTORY     - 20000117 GOOD             NGS
 SX0578
 SX0578                          STATION DESCRIPTION
 SX0578
 SX0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SX0578'IN ELLENSBURG.
 SX0578'AT ELLENSBURG, KITTITAS COUNTY, AT THE NORTHEAST CORNER OF THE
 SX0578'INTERSECTION OF D STREET AND EAST EIGHTH STREET, 112 FEET NORTH OF THE
 SX0578'NORTH CURB OF EAST EIGHT STREET, 55 FEET EAST OF THE EAST CURB OF D
 SX0578'STREET, ON THE CAMPUS OF THE CENTRAL WASHINGTON COLLEGE OF EDUCATION,
 SX0578'15 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE LIBRARY BUILDING, AND
 SX0578'IN THE TOP OF THE COPING STONE FORMING THE TOP OF A BRICK PIER STAMPED
 SX0578'1571 T (THE COPING STONE BEARS THE LETTERS ASTR PIER USGS CHISELED ON
 SX0578'THE TOP).  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 SX0578'ELEV 1571.506 FT 1571 T.
 SX0578
 SX0578                          STATION RECOVERY (1982)
 SX0578
 SX0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0578'RECOVERED IN GOOD CONDITION.
 SX0578
 SX0578                          STATION RECOVERY (1988)
 SX0578
 SX0578'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0578'MARK RECOVERED IN POOR CONDITION.
 SX0578
 SX0578                          STATION RECOVERY (1989)
 SX0578
 SX0578'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 SX0578'RECOVERED IN GOOD CONDITION.
 SX0578
 SX0578                          STATION RECOVERY (2000)
 SX0578
 SX0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 SX0578'IN ELLENSBURG, AT THE INTERSECTION OF 8TH AVENUE AND D STREET, IN TOP
 SX0578'OF A COPING STONE FORMING THE TOP OF A BRICK PIER, 46.2 M (151.6 FT)
 SX0578'NORTH OF THE AVENUE CENTERLINE, 20.8 M (68.2 FT) EAST OF THE STREET
 SX0578'CENTERLINE, 4.6 M (15.1 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 SX0578'SHAW-SMYSER HALL (OLD LIBRARY) , 1.6 M (5.2 FT) ABOVE THE LEVEL OF THE
 SX0578'STREET, AND THE COPING STONE PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND
 SX0578'SURFACE.  NOTE--THE MONUMENT IS ON THE PROPERTY OF CENTRAL WASHINGTON
 SX0578'UNIVERSITY, 400 EAST 8TH AVENUE, ELLENSBURG, WA 98926, TELEPHONE (509)
 SX0578'963-1792.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4254 ***********************************************************************
 RD4254  DESIGNATION -  15801
 RD4254  PID         -  RD4254
 RD4254  STATE/COUNTY-  WA/CLARK
 RD4254  USGS QUAD   -  MOUNT TABOR (1990)
 RD4254
 RD4254                         *CURRENT SURVEY CONTROL
 RD4254  ___________________________________________________________________
 RD4254* NAD 83(1986)-  45 36 58.     (N)    122 30 41.     (W)     SCALED    
 RD4254* NAVD 88     -        89.894  (meters)     294.93   (feet)  ADJUSTED  
 RD4254  ___________________________________________________________________
 RD4254  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 RD4254  DYNAMIC HT  -          89.894 (meters)     294.93  (feet)  COMP
 RD4254  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 RD4254
 RD4254  VERT ORDER  -  SECOND    CLASS II
 RD4254
 RD4254.The horizontal coordinates were scaled from a topographic map and have
 RD4254.an estimated accuracy of +/- 6 seconds.
 RD4254
 RD4254.The orthometric height was determined by differential leveling
 RD4254.and adjusted by the National Geodetic Survey in April 1995..
 RD4254
 RD4254.The geoid height was determined by GEOID03.
 RD4254
 RD4254.The dynamic height is computed by dividing the NAVD 88
 RD4254.geopotential number by the normal gravity value computed on the
 RD4254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4254.degrees latitude (g = 980.6199 gals.).
 RD4254
 RD4254.The modeled gravity was interpolated from observed gravity values.
 RD4254
 RD4254;                    North         East    Units  Estimated Accuracy
 RD4254;SPC WA S     -    33,430.      343,130.      MT  (+/- 180 meters Scaled)
 RD4254
 RD4254                          SUPERSEDED SURVEY CONTROL
 RD4254
 RD4254  NGVD 29 (03/17/92)   88.846  (m)          291.49   (f) ADJUSTED    2 2
 RD4254
 RD4254.Superseded values are not recommended for survey control.
 RD4254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4254.See file dsdata.txt to determine how the superseded data were derived.
 RD4254
 RD4254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER380515(NAD 83)
 RD4254_MARKER: DB = BENCH MARK DISK
 RD4254_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4254_SP_SET: IN CONCRETE CURB
 RD4254_STAMPING: 15801 1989
 RD4254_MARK LOGO: WA-011
 RD4254_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4254+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 RD4254
 RD4254  HISTORY     - Date     Condition        Report By
 RD4254  HISTORY     - 1989     MONUMENTED       WA-011
 RD4254  HISTORY     - 20040313 GOOD             USPSQD
 RD4254  HISTORY     - 20050317 GOOD             USPSQD
 RD4254  HISTORY     - 20060401 GOOD             USPSQD
 RD4254  HISTORY     - 20060421 GOOD             USPSQD
 RD4254
 RD4254                          STATION DESCRIPTION
 RD4254
 RD4254'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4254'ALONG SE MILL PLAIN, APPROX. 3.44 KM (2.14 MI) EAST OF INTERSECTION OF
 RD4254'MILL PLAIN AND CHKALOV, ON SOUTH SIDE OF ROAD, APPROX. 290 FT. EAST
 RD4254'OF CENTERLINE OF SE 157TH AVENUE, 5.5 FT. NORTH OF POWER POLE (NO
 RD4254'NUMBERS), 20 FT. NORTH OF TELEPHONE BOX, SET 2 INCH DOMED BRASS DISK.
 RD4254
 RD4254                          STATION RECOVERY (2004)
 RD4254
 RD4254'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4254'RECOVERED IN GOOD CONDITION.
 RD4254
 RD4254                          STATION RECOVERY (2005)
 RD4254
 RD4254'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4254'RECOVERED IN GOOD CONDITION.
 RD4254
 RD4254                          STATION RECOVERY (2006)
 RD4254
 RD4254'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 RD4254'RECOVERED IN GOOD CONDITION.
 RD4254
 RD4254                          STATION RECOVERY (2006)
 RD4254
 RD4254'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 RD4254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4284 ***********************************************************************
 RD4284  DESIGNATION -  15802
 RD4284  PID         -  RD4284
 RD4284  STATE/COUNTY-  WA/CLARK
 RD4284  USGS QUAD   -  ORCHARDS (1990)
 RD4284
 RD4284                         *CURRENT SURVEY CONTROL
 RD4284  ___________________________________________________________________
 RD4284* NAD 83(1986)-  45 44 10.     (N)    122 31 55.     (W)     SCALED    
 RD4284* NAVD 88     -        88.886  (meters)     291.62   (feet)  ADJUSTED  
 RD4284  ___________________________________________________________________
 RD4284  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 RD4284  DYNAMIC HT  -          88.886 (meters)     291.62  (feet)  COMP
 RD4284  MODELED GRAV-     980,616.9   (mgal)                       NAVD 88
 RD4284
 RD4284  VERT ORDER  -  SECOND    CLASS II
 RD4284
 RD4284.The horizontal coordinates were scaled from a topographic map and have
 RD4284.an estimated accuracy of +/- 6 seconds.
 RD4284
 RD4284.The orthometric height was determined by differential leveling
 RD4284.and adjusted by the National Geodetic Survey in April 1995..
 RD4284
 RD4284.The geoid height was determined by GEOID03.
 RD4284
 RD4284.The dynamic height is computed by dividing the NAVD 88
 RD4284.geopotential number by the normal gravity value computed on the
 RD4284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4284.degrees latitude (g = 980.6199 gals.).
 RD4284
 RD4284.The modeled gravity was interpolated from observed gravity values.
 RD4284
 RD4284;                    North         East    Units  Estimated Accuracy
 RD4284;SPC WA S     -    46,810.      341,870.      MT  (+/- 180 meters Scaled)
 RD4284
 RD4284                          SUPERSEDED SURVEY CONTROL
 RD4284
 RD4284  NGVD 29 (03/17/92)   87.833  (m)          288.17   (f) ADJUSTED    2 2
 RD4284
 RD4284.Superseded values are not recommended for survey control.
 RD4284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4284.See file dsdata.txt to determine how the superseded data were derived.
 RD4284
 RD4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER364648(NAD 83)
 RD4284_MARKER: DB = BENCH MARK DISK
 RD4284_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4284_SP_SET: PREFAB CONC. POST IN CONCRETE
 RD4284_STAMPING: 15802  1990
 RD4284_MARK LOGO: WA-011
 RD4284_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4284+STABILITY: SURFACE MOTION
 RD4284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4284+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 RD4284
 RD4284  HISTORY     - Date     Condition        Report By
 RD4284  HISTORY     - 1990     MONUMENTED       WA-011
 RD4284  HISTORY     - 20040604 GOOD             USPSQD
 RD4284  HISTORY     - 20060330 GOOD             USPSQD
 RD4284
 RD4284                          STATION DESCRIPTION
 RD4284
 RD4284'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4284'ALONG THE THE CHELATCHIE PRAIRIE RAILROAD 3 MILES SOUTH OF THE CITY OF
 RD4284'BATTLEGROUND, IN THE SOUTHWEST CORNER OF THE CROSSING AT N.E. 137TH
 RD4284'AVE. APPROX 300 FT (91.4 M) SOUTH OF THE INTERSECTION OF 137TH AVE
 RD4284'AND 159TH ST.,  49.5 FT (15.1 M) SOUTHEASTERLY OF CENTERLINE OF
 RD4284'TRACKS, 28.5 FT (8.7 M) WEST OF THE CENTERLINE OF 137TH AVE., 2 FT
 RD4284'(0.6 M) NORTH OF A FENCE, 13.5 FT (4.1 M) WEST OF THE FENCE
 RD4284'CORNERSET 2 1/2 IN DIAM DOMED BRASS DISK IN IRON PIPE CAST INTO TOP
 RD4284'OF ROUND CONCRETE MONUMENT SET IN MASS OF CONCRETE. SET STEEL POST
 RD4284'WITH SIGN BY THE POINT
 RD4284
 RD4284                          STATION RECOVERY (2004)
 RD4284
 RD4284'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD4284'RECOVERED IN GOOD CONDITION.
 RD4284
 RD4284                          STATION RECOVERY (2006)
 RD4284
 RD4284'RECOVERY NOTE BY US POWER SQUADRON 2006 (GDH)
 RD4284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0508 ***********************************************************************
 TO0508  DESIGNATION -  1582 S
 TO0508  PID         -  TO0508
 TO0508  STATE/COUNTY-  WA/STEVENS
 TO0508  USGS QUAD   -  COLVILLE (1992)
 TO0508
 TO0508                         *CURRENT SURVEY CONTROL
 TO0508  ___________________________________________________________________
 TO0508* NAD 83(1986)-  48 32 41.     (N)    117 54 47.     (W)     SCALED    
 TO0508* NAVD 88     -       481.122  (meters)    1578.48   (feet)  ADJUSTED  
 TO0508  ___________________________________________________________________
 TO0508  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 TO0508  DYNAMIC HT  -         481.188 (meters)    1578.70  (feet)  COMP
 TO0508  MODELED GRAV-     980,733.0   (mgal)                       NAVD 88
 TO0508
 TO0508  VERT ORDER  -  FIRST     CLASS II
 TO0508
 TO0508.The horizontal coordinates were scaled from a topographic map and have
 TO0508.an estimated accuracy of +/- 6 seconds.
 TO0508
 TO0508.The orthometric height was determined by differential leveling
 TO0508.and adjusted by the National Geodetic Survey in June 1991..
 TO0508
 TO0508.The geoid height was determined by GEOID03.
 TO0508
 TO0508.The dynamic height is computed by dividing the NAVD 88
 TO0508.geopotential number by the normal gravity value computed on the
 TO0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0508.degrees latitude (g = 980.6199 gals.).
 TO0508
 TO0508.The modeled gravity was interpolated from observed gravity values.
 TO0508
 TO0508;                    North         East    Units  Estimated Accuracy
 TO0508;SPC WA N     -   175,840.      715,570.      MT  (+/- 180 meters Scaled)
 TO0508
 TO0508                          SUPERSEDED SURVEY CONTROL
 TO0508
 TO0508  NGVD 29 (??/??/92)  479.898  (m)         1574.47   (f) ADJ UNCH    1 2
 TO0508
 TO0508.Superseded values are not recommended for survey control.
 TO0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0508.See file dsdata.txt to determine how the superseded data were derived.
 TO0508
 TO0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP326772(NAD 83)
 TO0508_MARKER: DD = SURVEY DISK
 TO0508_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0508_SP_SET: METAL PIPE IMBEDDED IN GROUND
 TO0508_STAMPING: 1582 S
 TO0508_MARK LOGO: USGS  
 TO0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TO0508+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2003
 TO0508
 TO0508  HISTORY     - Date     Condition        Report By
 TO0508  HISTORY     - UNK      MONUMENTED       USGS
 TO0508  HISTORY     - 1936     GOOD             NGS
 TO0508  HISTORY     - 19891201 GOOD             NGS
 TO0508  HISTORY     - 20030530 GOOD             USPSQD
 TO0508
 TO0508                          STATION DESCRIPTION
 TO0508
 TO0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 TO0508'IN COLVILLE.
 TO0508'AT THE GREAT NORTHERN RAILWAY DEPOT, IN COLVILLE, 200 FEET NORTHWEST
 TO0508'OF COLVILLE FLOUR MILL, 103 FEET NORTH OF ROAD WHICH CROSSES TRACK, 45
 TO0508'FEET WEST OF CENTERLINE OF TRACK, 20 FEET EAST OF CENTERLINE OF ROAD
 TO0508'PARALLELING TRACK, DIRECTLY IN FRONT OF TICKET OFFICE, FLUSH WITH
 TO0508'GROUND SURFACE.
 TO0508
 TO0508                          STATION RECOVERY (1989)
 TO0508
 TO0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TO0508'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) SOUTHWEST OF TIGER,
 TO0508'35.4 KM (22.0 MI) NORTHWEST OF CHEWLAH, 35.4 KM (22.0 MI) NORTHEAST
 TO0508'OF INCHELIUM AT THE COLVILLE BURLINGTON-NORTHERN RAILRAOD STATION AND
 TO0508'ON RAILROAD RIGHT-OF-WAY.
 TO0508'TO REACH FROM THE POST OFFICE IN COLVILLE AT THE INTERSECTION OF OAK
 TO0508'AND ASTOR STREETS, GO NORTH ON OAK STREET FOR 0.16 KM (0.10 MI) TO A
 TO0508'CROSS ROAD.  TURN LEFT AND GO WEST ON FIRST STREET FOR 0.16 KM
 TO0508'(0.10 MI) TO THE INTERSECTION OF MAIN STREET, US HIGHWAY 395.
 TO0508'CONTINUE WEST ON  FIRST STREET 0.64 KM (0.40 MI) TO THE RAILROAD
 TO0508'CROSSING AND THE STATION ON THE RIGHT ON THE WEST SIDE OF THE TRACKS.
 TO0508'MARK IS FASTENED TO THE TOP FOF A 3-1/2 INCH IRON PIPE THAT IS
 TO0508'RECESSED 15 CM (6 INCHES) BELOW THE GROUND SURFACE. IT IS 31.4 M
 TO0508'(103.0 FT) NORTH OF THE CENTER OF AN EAST-WEST STREET, 13.7 M
 TO0508'(44.9 FT) WEST OF THE CEMNTER OF THE MAIN LINE RAILROAD TRACKS, 6.1 M
 TO0508'(20.0 FT) EAST OF THE CENTER OF A NORTH-SOUTH STREET AND 0.6 M
 TO0508'(2.0 FT)  SOUTH OF A WITNESS POST.
 TO0508
 TO0508                          STATION RECOVERY (2003)
 TO0508
 TO0508'RECOVERY NOTE BY US POWER SQUADRON 2003 (JER)
 TO0508'RECOVERY BY THREE USPS MEMBERS (SHARED EQUALLY)-
 TO0508'JAMES E. ROEBER (C028220)
 TO0508'JEAN C. ROEBER (E062706)
 TO0508'JOHN L. WHITEHILL (E108128)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0495 ***********************************************************************
 SX0495  DESIGNATION -  1582.2
 SX0495  PID         -  SX0495
 SX0495  STATE/COUNTY-  WA/KITTITAS
 SX0495  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX0495
 SX0495                         *CURRENT SURVEY CONTROL
 SX0495  ___________________________________________________________________
 SX0495* NAD 83(1986)-  47 02 08.     (N)    120 36 48.     (W)     SCALED    
 SX0495* NAVD 88     -       483.293  (meters)    1585.60   (feet)  ADJUSTED  
 SX0495  ___________________________________________________________________
 SX0495  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 SX0495  DYNAMIC HT  -         483.298 (meters)    1585.62  (feet)  COMP
 SX0495  MODELED GRAV-     980,609.0   (mgal)                       NAVD 88
 SX0495
 SX0495  VERT ORDER  -  FIRST     CLASS II
 SX0495
 SX0495.The horizontal coordinates were scaled from a topographic map and have
 SX0495.an estimated accuracy of +/- 6 seconds.
 SX0495
 SX0495.The orthometric height was determined by differential leveling
 SX0495.and adjusted by the National Geodetic Survey in June 1991..
 SX0495
 SX0495.The geoid height was determined by GEOID03.
 SX0495
 SX0495.The dynamic height is computed by dividing the NAVD 88
 SX0495.geopotential number by the normal gravity value computed on the
 SX0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0495.degrees latitude (g = 980.6199 gals.).
 SX0495
 SX0495.The modeled gravity was interpolated from observed gravity values.
 SX0495
 SX0495;                    North         East    Units  Estimated Accuracy
 SX0495;SPC WA S     -   189,210.      491,390.      MT  (+/- 180 meters Scaled)
 SX0495
 SX0495                          SUPERSEDED SURVEY CONTROL
 SX0495
 SX0495  NGVD 29 (??/??/92)  482.185  (m)         1581.97   (f) ADJ UNCH    1 2
 SX0495
 SX0495.Superseded values are not recommended for survey control.
 SX0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0495.See file dsdata.txt to determine how the superseded data were derived.
 SX0495
 SX0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT813118(NAD 83)
 SX0495_MARKER: Q = CHISELED SQUARE
 SX0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0495_SP_SET: ABUTMENT
 SX0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0495
 SX0495  HISTORY     - Date     Condition        Report By
 SX0495  HISTORY     - UNK      MONUMENTED       USGS
 SX0495  HISTORY     - 1958     GOOD             NGS
 SX0495  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SX0495
 SX0495                          STATION DESCRIPTION
 SX0495
 SX0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SX0495'4.0 MI NW FROM ELLENSBURG.
 SX0495'4.0 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0495'STATION AT ELLENSBURG, KITTITAS COUNTY, 3.7 MILES SOUTHEAST OF THE
 SX0495'STATION AT THORP, 4-3/4 RAILS NORTHWEST OF MILEPOST 4, AT BRIDGE NO.
 SX0495'4, ON THE TOP OF THE NORTHEAST CORNER OF THE NORTHWEST ABUTMENT, 4.4
 SX0495'FEET NORTHEAST OF THE NORTHEAST RAIL, AND LEVEL WITH THE TRACK.  A
 SX0495'CHISELED SQUARE.
 SX0495
 SX0495                          STATION RECOVERY (2001)
 SX0495
 SX0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SX0495'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0468 ***********************************************************************
 SW0468  DESIGNATION -  1584
 SW0468  PID         -  SW0468
 SW0468  STATE/COUNTY-  WA/GRANT
 SW0468  USGS QUAD   -  COULEE CITY (1965)
 SW0468
 SW0468                         *CURRENT SURVEY CONTROL
 SW0468  ___________________________________________________________________
 SW0468* NAD 83(1986)-  47 36 40.     (N)    119 17 45.     (W)     SCALED    
 SW0468* NAVD 88     -       483.278  (meters)    1585.55   (feet)  ADJUSTED  
 SW0468  ___________________________________________________________________
 SW0468  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 SW0468  DYNAMIC HT  -         483.320 (meters)    1585.69  (feet)  COMP
 SW0468  MODELED GRAV-     980,685.2   (mgal)                       NAVD 88
 SW0468
 SW0468  VERT ORDER  -  SECOND    CLASS 0
 SW0468
 SW0468.The horizontal coordinates were scaled from a topographic map and have
 SW0468.an estimated accuracy of +/- 6 seconds.
 SW0468
 SW0468.The orthometric height was determined by differential leveling
 SW0468.and adjusted by the National Geodetic Survey in June 1991..
 SW0468.WARNING-Repeat measurements at this control monument indicate possible
 SW0468.vertical movement.
 SW0468
 SW0468.The geoid height was determined by GEOID03.
 SW0468
 SW0468.The dynamic height is computed by dividing the NAVD 88
 SW0468.geopotential number by the normal gravity value computed on the
 SW0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0468.degrees latitude (g = 980.6199 gals.).
 SW0468
 SW0468.The modeled gravity was interpolated from observed gravity values.
 SW0468
 SW0468;                    North         East    Units  Estimated Accuracy
 SW0468;SPC WA S     -   253,890.      590,540.      MT  (+/- 180 meters Scaled)
 SW0468
 SW0468                          SUPERSEDED SURVEY CONTROL
 SW0468
 SW0468  NGVD 29 (??/??/92)  482.130  (m)         1581.79   (f) ADJ UNCH    2 0
 SW0468
 SW0468.Superseded values are not recommended for survey control.
 SW0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0468.See file dsdata.txt to determine how the superseded data were derived.
 SW0468
 SW0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN274756(NAD 83)
 SW0468_MARKER: P = PIPE CAP
 SW0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0468_STAMPING: 1584 T
 SW0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0468+STABILITY: SURFACE MOTION
 SW0468
 SW0468  HISTORY     - Date     Condition        Report By
 SW0468  HISTORY     - UNK      MONUMENTED       USGS
 SW0468  HISTORY     - 1968     GOOD             NGS
 SW0468
 SW0468                          STATION DESCRIPTION
 SW0468
 SW0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0468'IN COULEE CITY.
 SW0468'THE MARK IS 25 YARDS WEST OF THE INTERSECTION OF 6TH AND MAIN STREET
 SW0468'IN COULEE CITY, 21 FEET SOUTHEAST OF THE SOUTH CORNER OF THE DEPOT, 15
 SW0468'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 14 FEET SOUTH
 SW0468'OF THE PROJECTED CENTERLINE OF MAIN STREET, AND SET IN A CONCRETE POST
 SW0468'WHICH PROJECTS 4 INCHES.  NOTE-- (ALTHOUGH THE MARK IS NOW FLUSH WITH
 SW0468'THE CONCRETE, IT LOOKS MORE LIKE A CAP THAN A DISK, AND IS PROBABLY ON
 SW0468'A PIPE AND THE CONCRETE POST HAS BEEN PUT AROUND IT FOR REINFORCING,
 SW0468'SINCE IT IS IN A RATHER VULNERABLE LOCATION.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0125 ***********************************************************************
 SA0125  DESIGNATION -  1587
 SA0125  PID         -  SA0125
 SA0125  STATE/COUNTY-  WA/WALLA WALLA
 SA0125  USGS QUAD   -  DIXIE (1976)
 SA0125
 SA0125                         *CURRENT SURVEY CONTROL
 SA0125  ___________________________________________________________________
 SA0125* NAD 83(1986)-  46 08 13.     (N)    118 09 25.     (W)     SCALED    
 SA0125* NAVD 88     -       485.049  (meters)    1591.36   (feet)  ADJUSTED  
 SA0125  ___________________________________________________________________
 SA0125  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 SA0125  DYNAMIC HT  -         485.018 (meters)    1591.26  (feet)  COMP
 SA0125  MODELED GRAV-     980,536.9   (mgal)                       NAVD 88
 SA0125
 SA0125  VERT ORDER  -  FIRST     CLASS I
 SA0125
 SA0125.The horizontal coordinates were scaled from a topographic map and have
 SA0125.an estimated accuracy of +/- 6 seconds.
 SA0125
 SA0125.The orthometric height was determined by differential leveling
 SA0125.and adjusted by the National Geodetic Survey in June 1991..
 SA0125
 SA0125.The geoid height was determined by GEOID03.
 SA0125
 SA0125.The dynamic height is computed by dividing the NAVD 88
 SA0125.geopotential number by the normal gravity value computed on the
 SA0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0125.degrees latitude (g = 980.6199 gals.).
 SA0125
 SA0125.The modeled gravity was interpolated from observed gravity values.
 SA0125
 SA0125;                    North         East    Units  Estimated Accuracy
 SA0125;SPC WA S     -    92,010.      681,020.      MT  (+/- 180 meters Scaled)
 SA0125
 SA0125                          SUPERSEDED SURVEY CONTROL
 SA0125
 SA0125  NGVD 29 (??/??/92)  484.042  (m)         1588.06   (f) ADJ UNCH    1 1
 SA0125
 SA0125.Superseded values are not recommended for survey control.
 SA0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0125.See file dsdata.txt to determine how the superseded data were derived.
 SA0125
 SA0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM106099(NAD 83)
 SA0125_MARKER: P = PIPE CAP
 SA0125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0125_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0125_STAMPING: 1587 WASH 1915
 SA0125_MARK LOGO: USGS  
 SA0125_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0125
 SA0125  HISTORY     - Date     Condition        Report By
 SA0125  HISTORY     - 1915     MONUMENTED       USGS
 SA0125  HISTORY     - 1968     GOOD             NGS
 SA0125  HISTORY     - 19850716 GOOD             NGS
 SA0125  HISTORY     - 20031115 GOOD             GEOCAC
 SA0125
 SA0125                          STATION DESCRIPTION
 SA0125
 SA0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0125'0.25 MI SW FROM DIXIE.
 SA0125'0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE POST OFFICE AT
 SA0125'DIXIE, THENCE 0.15 MILE SOUTHEAST ALONG GILLIAM STREET, IN R37E T8N,
 SA0125'SECTION 26, AT THE CROSSING OF THE NORTHERN PACIFIC RAILWAY, 49 FEET
 SA0125'WEST OF THE CENTER OF THE CROSSING, 33 FEET SOUTHWEST OF THE CENTER
 SA0125'LINE OF THE STREET, 123 FEET WEST AND ACROSS THE STREET FROM DIXIE
 SA0125'SIDING SIGN, 52 FEET WEST OF RAILROAD MILEPOST 75, 47 FEET WEST AND
 SA0125'ACROSS THE STREET FROM A TELEPHONE POLE, 45.0 FEET NORTHWEST OF THE
 SA0125'NORTHWEST RAIL, 15.0 FEET SOUTHWEST OF A FENCE CORNER, 2 1/2 FEET
 SA0125'SOUTHEAST OF A FENCE, 1.0 FOOT NORTHEAST OF A WITNESS POST, ABOUT 3
 SA0125'FEET LOWER THAN THE STREET, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 SA0125'IRON PIPE ENCASED IN A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 SA0125'GROUND.
 SA0125
 SA0125                          STATION RECOVERY (1985)
 SA0125
 SA0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 SA0125'RECOVERED IN GOOD CONDITION.
 SA0125
 SA0125                          STATION RECOVERY (2003)
 SA0125
 SA0125'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4072 ***********************************************************************
 SY4072  DESIGNATION -  15TH AVENUE BRIDGE
 SY4072  PID         -  SY4072
 SY4072  STATE/COUNTY-  WA/KING
 SY4072  USGS QUAD   -  
 SY4072
 SY4072                         *CURRENT SURVEY CONTROL
 SY4072  ___________________________________________________________________
 SY4072* NAD 83(1991)-  47 39 36.72308(N)    122 22 33.97591(W)     ADJUSTED  
 SY4072* NAVD 88     -        21.2    (meters)      70.     (feet)  VERTCON   
 SY4072  ___________________________________________________________________
 SY4072  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 SY4072  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SY4072
 SY4072  HORZ ORDER  -  SECOND
 SY4072
 SY4072.The horizontal coordinates were established by classical geodetic methods
 SY4072.and adjusted by the National Geodetic Survey in December 1991..
 SY4072
 SY4072.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4072
 SY4072.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4072
 SY4072.The geoid height was determined by GEOID03.
 SY4072
 SY4072;                    North         East     Units Scale Factor Converg.
 SY4072;SPC WA N     -    74,563.885   384,126.951   MT  0.99997397   -1 08 55.0
 SY4072;SPC WA N     -   244,631.68  1,260,256.51   sFT  0.99997397   -1 08 55.0
 SY4072;UTM  10      - 5,278,722.608   546,844.511   MT  0.99962697   +0 27 40.2
 SY4072
 SY4072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4072!SPC WA N     -   1.00000039  x   0.99997397  =   0.99997436
 SY4072!UTM  10      -   1.00000039  x   0.99962697  =   0.99962736
 SY4072
 SY4072|---------------------------------------------------------------------|
 SY4072| PID    Reference Object                     Distance      Geod. Az  |
 SY4072|                                                           dddmmss.s |
 SY4072| SY4033 SEATTLE CEDAR SHINGLE MILL STK       67.962 METERS 00724     |
 SY4072| SY3963 FREMONT                             APPROX. 1.4 KM 1114841.1 |
 SY4072| SY3827 NORTH POWER TOWER EAST LIGHT        APPROX. 1.4 KM 1232728.1 |
 SY4072| SY3826 NORTH POWER TOWER WEST LIGHT        APPROX. 1.4 KM 1232936.1 |
 SY4072| SY3999 PUGET SOUND N POWER TOWER CENTER LI APPROX. 2.0 KM 1240922.2 |
 SY4072| SY4112 SOUTH POWER TOWER EAST LIGHT        APPROX. 1.5 KM 1274952.8 |
 SY4072| SY4111 SOUTH POWER TOWER WEST LIGHT        APPROX. 1.5 KM 1275209.1 |
 SY4072| SY3973 PUGET SOUND S POWER TOWER CENTER LI APPROX. 2.0 KM 1280614.0 |
 SY4072| SY4023 BOLCOM CANAL LUMBER CO TANK         APPROX. 0.6 KM 1485644.9 |
 SY4072| SY4019 AIRCRAFT PLYWOOD CORP TANK          APPROX. 0.6 KM 1692615.1 |
 SY4072| CF7092 15TH AVENUE BRIDGE RM 1              11.644 METERS 17905     |
 SY4072| CF7093 15TH AVENUE BRIDGE RM 2              15.444 METERS 27005     |
 SY4072| SY4721 MILL BRICK STACK MALTESE CROSS      366.045 METERS 30241     |
 SY4072| SY4675 SEATTLE HALIBUT OIL COMPANY BRICK S 103.400 METERS 33813     |
 SY4072|---------------------------------------------------------------------|
 SY4072
 SY4072                          SUPERSEDED SURVEY CONTROL
 SY4072
 SY4072  NAD 83(1986)-  47 39 36.71697(N)    122 22 33.98078(W) AD(       ) 2
 SY4072  NAD 27      -  47 39 37.36500(N)    122 22 29.52400(W) AD(       ) 2
 SY4072  NGVD 29 (07/19/86)   20.1    (m)           66.     (f) VERT ANG       
 SY4072
 SY4072.Superseded values are not recommended for survey control.
 SY4072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4072.See file dsdata.txt to determine how the superseded data were derived.
 SY4072
 SY4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4684578723(NAD 83)
 SY4072_MARKER: DS = TRIANGULATION STATION DISK
 SY4072_SETTING: 0 = UNSPECIFIED SETTING
 SY4072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4072+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 SY4072
 SY4072  HISTORY     - Date     Condition        Report By
 SY4072  HISTORY     - 1934     MONUMENTED       WAGS
 SY4072  HISTORY     - 1952     GOOD             CGS
 SY4072  HISTORY     - 1953     GOOD             CGS
 SY4072  HISTORY     - 1967     GOOD             CGS
 SY4072  HISTORY     - 1977     GOOD             NOS
 SY4072  HISTORY     - 1977     GOOD             NGS
 SY4072  HISTORY     - 1983     GOOD             USPSQD
 SY4072  HISTORY     - 20040915 GOOD             LOCSUR
 SY4072  HISTORY     - 20060606 GOOD             USPSQD
 SY4072
 SY4072                          STATION DESCRIPTION
 SY4072
 SY4072'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1934
 SY4072'THIS STATION IS A STANDARD BRASS DISK SET IN A DRILL HOLE IN THE
 SY4072'CONCRETE SIDEWALK AT THE NE CORNER OF FIFTEENTH AVENUE BRIDGE, ALSO
 SY4072'KNOWN AS THE BALLARD BRIDGE, AND SOMETIMES AS THE KEY BRIDGE.
 SY4072'
 SY4072'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 SY4072'CONCRETE SIDEWALK JUST S AND ON THE SAME SIDE OF THE BRIDGE AS THE
 SY4072'STATION.
 SY4072'
 SY4072'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 SY4072'CONCRETE SIDEWALK W OF THE STATION, NEARLY OPPOSITE, ON THE
 SY4072'OPPOSITE SIDE OF THE BRIDGE.  THE CENTER WAS PLACED OVER THE E END
 SY4072'OF THE PIER AT THE N END OF THE LIFT SPAN IN THE SIDEWALK UNDER THE
 SY4072'CONTROL TOWER.
 SY4072
 SY4072                          STATION RECOVERY (1952)
 SY4072
 SY4072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4072'THE MARKS ARE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION ADEQUATE.
 SY4072'R. M. 2 IS NEARLY AGAINST THE FOOT OF THE METAL BOX OPERATION THE
 SY4072'GUARD.
 SY4072
 SY4072                          STATION RECOVERY (1953)
 SY4072
 SY4072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4072'THIS STATION WAS RECOVERED IN GOOD CONDITION AND IS ADEQUATELY
 SY4072'DESCRIBED.  SOME DIFFICULTY WAS ENCOUNTERED IN SETTING UP OVER THE
 SY4072'MARK SINCE THE DISC IS VERY NEAR THE GUARD RAIL ON THE BRIDGE.
 SY4072
 SY4072                          STATION RECOVERY (1967)
 SY4072
 SY4072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CMB)
 SY4072'FIFTEENTH AVE BRIDGE 1934 GOOD
 SY4072'
 SY4072'RM 1 GOOD
 SY4072'
 SY4072'RM 2 GOOD STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 SY4072
 SY4072                          STATION RECOVERY (1977)
 SY4072
 SY4072'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY4072'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN
 SY4072'GOOD CONDITION.
 SY4072'
 SY4072'HEIGHT OF THE TARGET WAS 1.5 METERS.
 SY4072
 SY4072                          STATION RECOVERY (1977)
 SY4072
 SY4072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SY4072'NO OBSERVATIONS MADE DURING THIS VISIT.
 SY4072'
 SY4072'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SY4072'CONDITION.
 SY4072'
 SY4072'THE STATION IS LOCATED IN THE NORTHWESTERN PART OF SEATTLE, AT ABOUT
 SY4072'THE 4300 BLOCK ON 15TH AVENUE NW, ON THE BRIDGE OVER SALMON BAY,
 SY4072'NEAR THE WESTERN END OF THE LAKE WASHINGTON SHIP CANAL.  THIS
 SY4072'BRIDGE IS ALSO KNOWN AS THE BALLARD BRIDGE.
 SY4072'
 SY4072'THE STATION MARK, STAMPED FIFTEENTH AVE BRIDGE 1934, IS A STANDARD
 SY4072'DISK SET IN THE CONCRETE SIDEWALK ALONG THE EAST SIDE OF THE BRIDGE,
 SY4072'ON THE NORTH SIDE OF THE DRAWSPAN, 6 FEET EAST OF THE TRAFFIC
 SY4072'CONTROL ARM AND 16 INCHES WEST OF THE EAST EDGE OF THE SIDEWALK.
 SY4072'
 SY4072'REFERENCE MARK NO. 1, STAMPED R M 1 IS A STANDARD DISK SET IN THE
 SY4072'CONCRETE SIDEWALK 38.20 FEET SOUTH OF THE STATION, 2-1/2 FEET NORTH
 SY4072'OF THE NORTH END OF THE RAISABLE PORTION OF THE BRIDGE AND 9 INCHES
 SY4072'WEST OF THE EAST EDGE OF THE SIDEWALK.
 SY4072'
 SY4072'REFERENCE MARK NO. 2, STAMPED R M 2, IS A STANDARD DISK SET IN THE
 SY4072'SIDEWALK ALONG THE WEST SIDE OF THE BRIDGE, 50.67 FEET WEST OF THE
 SY4072'STATION, AT THE NORTH EDGE OF THE TRAFFIC CONTROL ARM AND 14 INCHES
 SY4072'WEST OF THE CURB BETWEEN THE ROADWAY AND SIDEWALK.
 SY4072'
 SY4072'THE METAL GUARDRAIL ALONG THE SIDEWALK IS NEAR ENOUGH THE STATION
 SY4072'MARK TO PRESENT SOMETHING OF A PROBLEM WHEN SETTING AN INSTRUMENT
 SY4072'OVER THE STATION MARK.  TRAFFIC ON THE BRIDGE WOULD BE CLASSIFIED
 SY4072'AS HEAVY DURING MOST HOURS OF THE DAY.  STATION SHOULD PROVIDE A
 SY4072'GOOD AZIMUTH FROM MOST POINTS ALONG THE BAY.
 SY4072'
 SY4072'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SEATTLE.
 SY4072
 SY4072                          STATION RECOVERY (1983)
 SY4072
 SY4072'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4072'FIFTEENTH AVE. BRIDGE 1934 RECOVERED GOOD.
 SY4072'
 SY4072'RECOVERED AS DESCRIBED ALSO RM 1 AND 2.
 SY4072
 SY4072                          STATION RECOVERY (2004)
 SY4072
 SY4072'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RDH)
 SY4072'DESCRIPTION ADEQUATE WITH ONE ADDENDUM.  THIS BRIDGE WAS BUILT IN
 SY4072'1917. THE
 SY4072'1934 DESCRIPTION DESCRIBED THE STATION AS BEING LOCATED UNDERNEATH A
 SY4072' 
 SY4072'CONTROL TOWER. IN 1967 THE BRIDGE TOWER DESIGN WAS CHANGED FOR SEISMIC
 SY4072' 
 SY4072'SAFETY REASONS. TODAY ONLY ONE CONTROL TOWER EXISTS AND IS LOCATED IN
 SY4072'THE
 SY4072'SOUTHEAST CORNER OF THE DRAW SPAN.  THE STATION WOULD BE DIFFICULT TO
 SY4072'OCCUPY
 SY4072'DUE TO THE PROXIMILY OF THE GUARD RAILINGS AND MAY BE BEST OCCUPIED
 SY4072'ECCENTRICALLY. THE STATION IS SUITABLE FOR GPS OBSERVATIONS. RM 1 AND
 SY4072'RM 2 WERE
 SY4072'ALSO RECOVERED IN GOOD CONDITION.
 SY4072
 SY4072                          STATION RECOVERY (2006)
 SY4072
 SY4072'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY4072'STATION AND ALL REFERENCE MARKS RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0683 ***********************************************************************
 TP0683  DESIGNATION -  16 AA
 TP0683  PID         -  TP0683
 TP0683  STATE/COUNTY-  WA/OKANOGAN
 TP0683  USGS QUAD   -  CORRAL BUTTE (1981)
 TP0683
 TP0683                         *CURRENT SURVEY CONTROL
 TP0683  ___________________________________________________________________
 TP0683* NAD 83(1986)-  48 50 38.     (N)    119 57 11.     (W)     SCALED    
 TP0683* NAVD 88     -      1829.101  (meters)    6000.98   (feet)  ADJUSTED  
 TP0683  ___________________________________________________________________
 TP0683  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 TP0683  DYNAMIC HT  -        1828.944 (meters)    6000.46  (feet)  COMP
 TP0683  MODELED GRAV-     980,457.9   (mgal)                       NAVD 88
 TP0683
 TP0683  VERT ORDER  -  SECOND    CLASS 0
 TP0683
 TP0683.The horizontal coordinates were scaled from a topographic map and have
 TP0683.an estimated accuracy of +/- 6 seconds.
 TP0683
 TP0683.The orthometric height was determined by differential leveling
 TP0683.and adjusted by the National Geodetic Survey in June 1991..
 TP0683
 TP0683.The geoid height was determined by GEOID03.
 TP0683
 TP0683.The dynamic height is computed by dividing the NAVD 88
 TP0683.geopotential number by the normal gravity value computed on the
 TP0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0683.degrees latitude (g = 980.6199 gals.).
 TP0683
 TP0683.The modeled gravity was interpolated from observed gravity values.
 TP0683
 TP0683;                    North         East    Units  Estimated Accuracy
 TP0683;SPC WA N     -   205,390.      564,610.      MT  (+/- 180 meters Scaled)
 TP0683
 TP0683                          SUPERSEDED SURVEY CONTROL
 TP0683
 TP0683  NGVD 29 (??/??/92) 1827.581  (m)         5995.99   (f) ADJ UNCH    2 0
 TP0683
 TP0683.Superseded values are not recommended for survey control.
 TP0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0683.See file dsdata.txt to determine how the superseded data were derived.
 TP0683
 TP0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ833143(NAD 83)
 TP0683_MARKER: DD = SURVEY DISK
 TP0683_SETTING: 66 = SET IN ROCK OUTCROP
 TP0683_SP_SET: ROCK OUTCROP
 TP0683_STAMPING: 16 AA 1954 5996
 TP0683_MARK LOGO: USGS  
 TP0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0683+STABILITY: POSITION/ELEVATION WELL
 TP0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP0683+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1987
 TP0683
 TP0683  HISTORY     - Date     Condition        Report By
 TP0683  HISTORY     - 1954     MONUMENTED       USGS
 TP0683  HISTORY     - 1959     GOOD             NGS
 TP0683  HISTORY     - 19870816 GOOD             NGS
 TP0683
 TP0683                          STATION DESCRIPTION
 TP0683
 TP0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0683'25.35 MI W FROM LOOMIS.
 TP0683'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0683'LOOMIS, THENCE 23.2 MILES WEST AND SOUTH ALONG A GRAVEL ROAD, AT A
 TP0683'SWITCHBACK, IN TOP OF A LARGE GRANITE OUTCROP WHICH PROJECTS ABOUT 3
 TP0683'FEET ABOVE THE GROUND, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 TP0683'30 FEET NORTH OF THE CENTER OF THE SWITCHBACK, 3.0 FEET EAST OF A
 TP0683'WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
 TP0683
 TP0683                          STATION RECOVERY (1987)
 TP0683
 TP0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 TP0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1409 ***********************************************************************
 TP1409  DESIGNATION -  16 AA RESET
 TP1409  PID         -  TP1409
 TP1409  STATE/COUNTY-  WA/OKANOGAN
 TP1409  USGS QUAD   -  CORRAL BUTTE (1981)
 TP1409
 TP1409                         *CURRENT SURVEY CONTROL
 TP1409  ___________________________________________________________________
 TP1409* NAD 83(1986)-  48 50 38.     (N)    119 57 11.     (W)     SCALED    
 TP1409* NAVD 88     -      1827.03   (meters)    5994.2    (feet)  RESET     
 TP1409  ___________________________________________________________________
 TP1409  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 TP1409
 TP1409  VERT ORDER  -  THIRD
 TP1409
 TP1409.The horizontal coordinates were scaled from a topographic map and have
 TP1409.an estimated accuracy of +/- 6 seconds.
 TP1409
 TP1409.The orthometric height was computed from unverified reset data.
 TP1409.No vertical observational check was made to the station.
 TP1409
 TP1409.The geoid height was determined by GEOID03.
 TP1409
 TP1409;                    North         East    Units  Estimated Accuracy
 TP1409;SPC WA N     -   205,390.      564,610.      MT  (+/- 180 meters Scaled)
 TP1409
 TP1409                          SUPERSEDED SURVEY CONTROL
 TP1409
 TP1409  NGVD 29 (12/17/02) 1825.51   (m)         5989.2    (f) RESET       3  
 TP1409
 TP1409.Superseded values are not recommended for survey control.
 TP1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1409.See file dsdata.txt to determine how the superseded data were derived.
 TP1409
 TP1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ833143(NAD 83)
 TP1409_MARKER: DV = VERTICAL CONTROL DISK
 TP1409_SETTING: 66 = SET IN ROCK OUTCROP
 TP1409_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TP1409_STAMPING: 16AA RESET 1987
 TP1409_MARK LOGO: NGS   
 TP1409_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP1409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1409+STABILITY: POSITION/ELEVATION WELL
 TP1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP1409+SATELLITE: SATELLITE OBSERVATIONS - 1987
 TP1409
 TP1409  HISTORY     - Date     Condition        Report By
 TP1409  HISTORY     - 1987     MONUMENTED       NGS
 TP1409
 TP1409                          STATION DESCRIPTION
 TP1409
 TP1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 TP1409'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI) NORTHWEST OF
 TP1409'CONCONULLY, 25.7 KM (16.0 MI) SOUTHWEST OF NIGHT HAWK, 25.7 KM
 TP1409'(16.0 MI) WEST OF LOOMIS AND ON US FOREST SERVICE ROAD RIGHT-OF-WAY.
 TP1409'TO REACH FROM THE US FOREST SERVICE WORK CENTER IN LOOMIS, GO NORTH ON
 TP1409'THE SURFACED ROAD FOR 3.38 KM (2.10 MI) TO A SIDE ROAD LEFT.  TURN
 TP1409'LEFT AND GO SOUTH AND WEST ON US FOREST SERVICE RAOD NIUMBER 39 FOR
 TP1409'36.05 KM (22.40 MI) TO THE CROSSING OF WILD HORSE CREEK.  CONTINUE
 TP1409'AHEAD ON US FOREST SERVICE RAOD NUMBER 39 FOR 1.29 KM (0.80 MI) TO
 TP1409'THE STATION ON THE LEFT,  IN OUTCROPPING BEDROCK ON THE OUTSIDE
 TP1409'OF THE SWITCH BACK.  IT IS 6.1 M (20.0 FT) NORTH OF THE CENTER OF THE
 TP1409'ROADWAY AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0230 ***********************************************************************
 SB0230  DESIGNATION -  16 E USGS
 SB0230  PID         -  SB0230
 SB0230  STATE/COUNTY-  WA/KITTITAS
 SB0230  USGS QUAD   -  EAST KITTITAS (1953)
 SB0230
 SB0230                         *CURRENT SURVEY CONTROL
 SB0230  ___________________________________________________________________
 SB0230* NAD 83(1986)-  46 59 05.     (N)    120 19 53.     (W)     SCALED    
 SB0230* NAVD 88     -       582.737  (meters)    1911.86   (feet)  ADJUSTED  
 SB0230  ___________________________________________________________________
 SB0230  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 SB0230  DYNAMIC HT  -         582.734 (meters)    1911.85  (feet)  COMP
 SB0230  MODELED GRAV-     980,589.8   (mgal)                       NAVD 88
 SB0230
 SB0230  VERT ORDER  -  SECOND    CLASS 0
 SB0230
 SB0230.The horizontal coordinates were scaled from a topographic map and have
 SB0230.an estimated accuracy of +/- 6 seconds.
 SB0230
 SB0230.The orthometric height was determined by differential leveling
 SB0230.and adjusted by the National Geodetic Survey in June 1991..
 SB0230
 SB0230.The geoid height was determined by GEOID03.
 SB0230
 SB0230.The dynamic height is computed by dividing the NAVD 88
 SB0230.geopotential number by the normal gravity value computed on the
 SB0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0230.degrees latitude (g = 980.6199 gals.).
 SB0230
 SB0230.The modeled gravity was interpolated from observed gravity values.
 SB0230
 SB0230;                    North         East    Units  Estimated Accuracy
 SB0230;SPC WA S     -   183,570.      512,830.      MT  (+/- 180 meters Scaled)
 SB0230
 SB0230                          SUPERSEDED SURVEY CONTROL
 SB0230
 SB0230  NGVD 29 (??/??/92)  581.607  (m)         1908.16   (f) ADJ UNCH    2 0
 SB0230
 SB0230.Superseded values are not recommended for survey control.
 SB0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0230.See file dsdata.txt to determine how the superseded data were derived.
 SB0230
 SB0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT029069(NAD 83)
 SB0230_MARKER: DD = SURVEY DISK
 SB0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0230_STAMPING: 1908 16 E 1938
 SB0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0230+STABILITY: SURFACE MOTION
 SB0230
 SB0230  HISTORY     - Date     Condition        Report By
 SB0230  HISTORY     - 1938     MONUMENTED       USGS
 SB0230  HISTORY     - 1947     GOOD             NGS
 SB0230
 SB0230                          STATION DESCRIPTION
 SB0230
 SB0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0230'1.9 MI NE FROM EAST KITTITAS.
 SB0230'1.9 MILES NORTHEAST ALONG PARK CREEK ROAD FROM THE CHICAGO, MILWAUKEE,
 SB0230'ST. PAUL AND PACIFIC RAILROAD STATION AT EAST KITTITAS, ABOUT 30 YARDS
 SB0230'WEST OF THE INTERSECTION OF PARK CREEK ROAD AND A DIRT ROAD LEADING
 SB0230'EAST TO BOYLSTON, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT
 SB0230'3 FEET ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SB0230'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0184 ***********************************************************************
 SB0184  DESIGNATION -  16 TR USGS
 SB0184  PID         -  SB0184
 SB0184  STATE/COUNTY-  WA/YAKIMA
 SB0184  USGS QUAD   -  BLACK ROCK SPRING SW (1975)
 SB0184
 SB0184                         *CURRENT SURVEY CONTROL
 SB0184  ___________________________________________________________________
 SB0184* NAD 83(1986)-  46 33 40.     (N)    120 14 13.     (W)     SCALED    
 SB0184* NAVD 88     -       562.277  (meters)    1844.74   (feet)  ADJUSTED  
 SB0184  ___________________________________________________________________
 SB0184  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 SB0184  DYNAMIC HT  -         562.259 (meters)    1844.68  (feet)  COMP
 SB0184  MODELED GRAV-     980,565.2   (mgal)                       NAVD 88
 SB0184
 SB0184  VERT ORDER  -  SECOND    CLASS 0
 SB0184
 SB0184.The horizontal coordinates were scaled from a topographic map and have
 SB0184.an estimated accuracy of +/- 6 seconds.
 SB0184
 SB0184.The orthometric height was determined by differential leveling
 SB0184.and adjusted by the National Geodetic Survey in June 1991..
 SB0184
 SB0184.The geoid height was determined by GEOID03.
 SB0184
 SB0184.The dynamic height is computed by dividing the NAVD 88
 SB0184.geopotential number by the normal gravity value computed on the
 SB0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0184.degrees latitude (g = 980.6199 gals.).
 SB0184
 SB0184.The modeled gravity was interpolated from observed gravity values.
 SB0184
 SB0184;                    North         East    Units  Estimated Accuracy
 SB0184;SPC WA S     -   136,500.      520,170.      MT  (+/- 180 meters Scaled)
 SB0184
 SB0184                          SUPERSEDED SURVEY CONTROL
 SB0184
 SB0184  NGVD 29 (??/??/92)  561.179  (m)         1841.13   (f) ADJ UNCH    2 0
 SB0184
 SB0184.Superseded values are not recommended for survey control.
 SB0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0184.See file dsdata.txt to determine how the superseded data were derived.
 SB0184
 SB0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS117601(NAD 83)
 SB0184_MARKER: DD = SURVEY DISK
 SB0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0184_SP_SET: CONCRETE POST
 SB0184_STAMPING: 16 TR 1841 1936
 SB0184_MARK LOGO: USGS  
 SB0184_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0184+STABILITY: SURFACE MOTION
 SB0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0184+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1991
 SB0184
 SB0184  HISTORY     - Date     Condition        Report By
 SB0184  HISTORY     - 1936     MONUMENTED       USGS
 SB0184  HISTORY     - 1949     GOOD             NGS
 SB0184  HISTORY     - 19911015 GOOD             WA-077
 SB0184
 SB0184                          STATION DESCRIPTION
 SB0184
 SB0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0184'9.7 MI E FROM MOXEE CITY.
 SB0184'6.8 MILES EAST ALONG STATE HIGHWAY 11A FROM THE SCHOOL AT MOXEE CITY,
 SB0184'THENCE 2.9 MILES NORTH ALONG A TRACK ROAD, ON THE INSIDE OF A CURVE,
 SB0184'AT THE SOUTHEAST SLOPE OF A HILL, ABOUT 163 YARDS NORTHWEST OF THE
 SB0184'JUNCTION OF TWO CREEKS, ABOUT 93 YARDS SOUTH OF A SMALL WASH, 16 FEET
 SB0184'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A WITNESS
 SB0184'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SB0184'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SB0184
 SB0184                          STATION RECOVERY (1991)
 SB0184
 SB0184'RECOVERY NOTE BY YAKIMA COUNTY WASHINGTON 1991
 SB0184'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 6, TOWNSHIP
 SB0184'12 NORTH, RANGE 21 EAST, WILLAMETTE MERIDIAN.
 SB0184'FROM THE US POST OFFICE AT SOUTHEAST CORNER OF SOUTH RIVARD ROAD AND
 SB0184'EAST SEATTLE AVENUE, MOXEE, WASHINGTON (98936).  GO SOUTH ON SOUTH
 SB0184'RIVARD ROAD FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH STATE HWY
 SB0184'24.  TURN LEFT ON STATE HWY 24 AND HEAD EASTERLY FOR 6.85 MI
 SB0184'(11.02 KM) TO THE INTERSECTION WITH DESMARAIS CUTOFF ROAD.  TURN LEFT
 SB0184'ON GRAVEL/DIRT ROAD ON THE WEST SIDE OF A FENCE AND HEAD NORTH FOR
 SB0184'1.35 MI (2.17 KM) TO DIRT TRAIL TO THE RIGHT.  TURN RIGHT ON 10 FT
 SB0184'(3.0 M) WIDE DIRT TRAIL AND HEAD NORTHEASTERLY FOR 1.45 MI (2.33 KM)
 SB0184'TO THE STATION.
 SB0184'THE MARK IS A 3 1/2 INCH BRASS CAP IN 12 INCH DIAMETER CONCRETE MONUME
 SB0184'0.6 FT (0.2 M) ABOVE GROUND.  LOCATED 25 FT (7.6 M) SOUTHWEST OF
 SB0184'CENTERLINE OF 10 FT (3.0 M) WIDE DIRT TRAIL, 0.6 FT (0.2 M) SOUTHEAST
 SB0184'OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0467 ***********************************************************************
 SY0467  DESIGNATION -  16 WAHC
 SY0467  PID         -  SY0467
 SY0467  STATE/COUNTY-  WA/KING
 SY0467  USGS QUAD   -  POVERTY BAY (1994)
 SY0467
 SY0467                         *CURRENT SURVEY CONTROL
 SY0467  ___________________________________________________________________
 SY0467* NAD 83(1991)-  47 32 21.23402(N)    122 18 05.40464(W)     ADJUSTED  
 SY0467* NAVD 88     -        40.718  (meters)     133.59   (feet)  ADJUSTED  
 SY0467  ___________________________________________________________________
 SY0467  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 SY0467  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 SY0467  DYNAMIC HT  -          40.723 (meters)     133.61  (feet)  COMP
 SY0467  MODELED GRAV-     980,740.1   (mgal)                       NAVD 88
 SY0467
 SY0467  HORZ ORDER  -  SECOND
 SY0467  VERT ORDER  -  SECOND    CLASS 0
 SY0467
 SY0467.The horizontal coordinates were established by classical geodetic methods
 SY0467.and adjusted by the National Geodetic Survey in December 1991..
 SY0467
 SY0467.The orthometric height was determined by differential leveling
 SY0467.and adjusted by the National Geodetic Survey in June 1991..
 SY0467
 SY0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0467
 SY0467.The geoid height was determined by GEOID03.
 SY0467
 SY0467.The dynamic height is computed by dividing the NAVD 88
 SY0467.geopotential number by the normal gravity value computed on the
 SY0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0467.degrees latitude (g = 980.6199 gals.).
 SY0467
 SY0467.The modeled gravity was interpolated from observed gravity values.
 SY0467
 SY0467;                    North         East     Units Scale Factor Converg.
 SY0467;SPC WA N     -    61,007.286   389,472.908   MT  0.99999291   -1 05 35.1
 SY0467;SPC WA N     -   200,154.74  1,277,795.70   sFT  0.99999291   -1 05 35.1
 SY0467;UTM  10      - 5,265,326.199   552,567.019   MT  0.99963396   +0 30 55.2
 SY0467
 SY0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0467!SPC WA N     -   0.99999728  x   0.99999291  =   0.99999019
 SY0467!UTM  10      -   0.99999728  x   0.99963396  =   0.99963125
 SY0467
 SY0467                          SUPERSEDED SURVEY CONTROL
 SY0467
 SY0467  NAD 83(1986)-  47 32 21.22782(N)    122 18 05.41177(W) AD(       ) 2
 SY0467  NAD 27      -  47 32 21.87230(N)    122 18 00.96510(W) AD(       ) 2
 SY0467  NGVD 29 (??/??/??)   39.615  (m)          129.97   (f) ADJUSTED    2 0
 SY0467
 SY0467.Superseded values are not recommended for survey control.
 SY0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0467.See file dsdata.txt to determine how the superseded data were derived.
 SY0467
 SY0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5256765326(NAD 83)
 SY0467_MARKER: Z = SEE DESCRIPTION
 SY0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0467_SP_SET: GROUND.
 SY0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0467
 SY0467  HISTORY     - Date     Condition        Report By
 SY0467  HISTORY     - 1957     MONUMENTED       WAHC
 SY0467  HISTORY     - 1958     GOOD             CGS
 SY0467  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0467  HISTORY     - 1962     GOOD             CGS
 SY0467  HISTORY     - 20060727 MARK NOT FOUND   USPSQD
 SY0467
 SY0467                          STATION DESCRIPTION
 SY0467
 SY0467'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0467'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF SEATTLE, ON
 SY0467'THE WEST SLOPE OF BEACON HILL AND NEAR THE INTERSECTION OF SWIFT
 SY0467'AVENUE AND ALLADIN WAY.
 SY0467'
 SY0467'THE STATION IS A STEEL PIN, ABOUT 1 INCH IN DIAMETER, CEMENTED
 SY0467'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS SET AT THE WEST EDGE
 SY0467'OF A LAWN ON THE SOUTH SIDE OF HOUSE NUMBER, 7019 ALLADIN WAY.  THE
 SY0467'MARK IS 28 FEET SOUTHWEST OF THE SOUTHEAST CORNER AND 21 FEET
 SY0467'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE.
 SY0467'
 SY0467'A TRAVERSE CONNECTION WAS MADE TO NO 15 (WSF), A MARK CONSISTING
 SY0467'OF A STEEL PIN SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 SY0467'IS 6 INCHES IN DIAMETER AND FLUSH WITH THE SURFACE OF THE
 SY0467'GROUND.  IT IS 59.387 METERS (194.84 FEET) NORTHEAST OF NO 16
 SY0467'(WSF).
 SY0467
 SY0467                          STATION RECOVERY (1958)
 SY0467
 SY0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0467'IN SEATTLE.
 SY0467'AT SEATTLE, KING COUNTY, IN THE SOUTH CENTRAL SECTION, ON THE WEST
 SY0467'SLOPE OF BEACON HILL, NEAR THE INTERSECTION OF SWIFT AVENUE AND
 SY0467'ALADDIN WAY, 194.84 FEET NORTHEAST OF NO. 16 (WSF), 28 FEET SOUTHWEST
 SY0467'OF THE SOUTHEAST CORNER OF THE HOUSE, AND 21 FEET SOUTH OF THE
 SY0467'SOUTHWEST CORNER.  A STEEL PIN, ABOUT 1-INCH IN DIAMETER, CEMENTED
 SY0467'FLUSH WITH THE GROUND. NOTE-- THIS MARK IS 194.84 FEET SOUTHWEST OF
 SY0467'NO. 15 (WSF) AS STATED.
 SY0467
 SY0467                          STATION RECOVERY (1962)
 SY0467
 SY0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0467'THE STATION WAS RECOVERED AS DESCRIBED.
 SY0467
 SY0467                          STATION RECOVERY (1962)
 SY0467
 SY0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0467'RECOVERED IN GOOD CONDITION.
 SY0467
 SY0467                          STATION RECOVERY (2006)
 SY0467
 SY0467'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1699 ***********************************************************************
 RC1699  DESIGNATION -  16 WF
 RC1699  PID         -  RC1699
 RC1699  STATE/COUNTY-  WA/KLICKITAT
 RC1699  USGS QUAD   -  NORTHWESTERN LAKE (1994)
 RC1699
 RC1699                         *CURRENT SURVEY CONTROL
 RC1699  ___________________________________________________________________
 RC1699* NAD 83(1986)-  45 51 00.     (N)    121 30 33.     (W)     SCALED    
 RC1699* NAVD 88     -       219.575  (meters)     720.39   (feet)  ADJUSTED  
 RC1699  ___________________________________________________________________
 RC1699  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 RC1699  DYNAMIC HT  -         219.569 (meters)     720.37  (feet)  COMP
 RC1699  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 RC1699
 RC1699  VERT ORDER  -  SECOND    CLASS 0
 RC1699
 RC1699.The horizontal coordinates were scaled from a topographic map and have
 RC1699.an estimated accuracy of +/- 6 seconds.
 RC1699
 RC1699.The orthometric height was determined by differential leveling
 RC1699.and adjusted by the National Geodetic Survey in June 1991..
 RC1699
 RC1699.The geoid height was determined by GEOID03.
 RC1699
 RC1699.The dynamic height is computed by dividing the NAVD 88
 RC1699.geopotential number by the normal gravity value computed on the
 RC1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1699.degrees latitude (g = 980.6199 gals.).
 RC1699
 RC1699.The modeled gravity was interpolated from observed gravity values.
 RC1699
 RC1699;                    North         East    Units  Estimated Accuracy
 RC1699;SPC WA S     -    57,930.      421,620.      MT  (+/- 180 meters Scaled)
 RC1699
 RC1699                          SUPERSEDED SURVEY CONTROL
 RC1699
 RC1699  NGVD 29 (??/??/92)  218.546  (m)          717.01   (f) ADJ UNCH    2 0
 RC1699
 RC1699.Superseded values are not recommended for survey control.
 RC1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1699.See file dsdata.txt to determine how the superseded data were derived.
 RC1699
 RC1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR157784(NAD 83)
 RC1699_MARKER: DD = SURVEY DISK
 RC1699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1699_STAMPING: 16 WF 1955 717
 RC1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC1699+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2005
 RC1699
 RC1699  HISTORY     - Date     Condition        Report By
 RC1699  HISTORY     - 1955     MONUMENTED       USGS
 RC1699  HISTORY     - 1956     GOOD             NGS
 RC1699  HISTORY     - 1968     GOOD             NGS
 RC1699  HISTORY     - 1989     GOOD             USPSQD
 RC1699  HISTORY     - 20050313 GOOD             USPSQD
 RC1699
 RC1699                          STATION DESCRIPTION
 RC1699
 RC1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1699'3.8 MI N FROM HUSUM.
 RC1699'3.8 MILES NORTH ALONG STATE HIGHWAY 8-D FROM THE STEEL AND CONCRETE
 RC1699'BRIDGE OVER WHITE SALMON RIVER AT HUSUM IN T4N R10E S11, AT THE T
 RC1699'JUNCTION OF AN ASPHALT ROAD LEADING NORTHEAST TO GLENWOOD, AT THE
 RC1699'SOUTH CORNER OF A LOG HOUSE AND TAVERN, IN THE TOP OF THE SOUTH CORNER
 RC1699'OF A LAVA ROCK MASONRY WALK, 58 FEET NORTHEAST OF THE CENTER LINE OF
 RC1699'THE HIGHWAY, 52 FEET NORTHWEST OF THE CENTER LINE OF THE ASPHALT ROAD,
 RC1699'AND ABOUT LEVEL WITH THE HIGHWAY.
 RC1699
 RC1699                          STATION RECOVERY (1968)
 RC1699
 RC1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC1699'RECOVERED IN GOOD CONDITION.
 RC1699
 RC1699                          STATION RECOVERY (1989)
 RC1699
 RC1699'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 RC1699'RECOVERED IN GOOD CONDITION.
 RC1699
 RC1699                          STATION RECOVERY (2005)
 RC1699
 RC1699'RECOVERY NOTE BY US POWER SQUADRON 2005 (JKK)
 RC1699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4263 ***********************************************************************
 RD4263  DESIGNATION -  1602
 RD4263  PID         -  RD4263
 RD4263  STATE/COUNTY-  WA/CLARK
 RD4263  USGS QUAD   -  ORCHARDS (1990)
 RD4263
 RD4263                         *CURRENT SURVEY CONTROL
 RD4263  ___________________________________________________________________
 RD4263* NAD 83(1986)-  45 38 04.     (N)    122 30 23.     (W)     SCALED    
 RD4263* NAVD 88     -        94.546  (meters)     310.19   (feet)  ADJUSTED  
 RD4263  ___________________________________________________________________
 RD4263  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 RD4263  DYNAMIC HT  -          94.546 (meters)     310.19  (feet)  COMP
 RD4263  MODELED GRAV-     980,613.9   (mgal)                       NAVD 88
 RD4263
 RD4263  VERT ORDER  -  SECOND    CLASS II
 RD4263
 RD4263.The horizontal coordinates were scaled from a topographic map and have
 RD4263.an estimated accuracy of +/- 6 seconds.
 RD4263
 RD4263.The orthometric height was determined by differential leveling
 RD4263.and adjusted by the National Geodetic Survey in April 1995..
 RD4263
 RD4263.The geoid height was determined by GEOID03.
 RD4263
 RD4263.The dynamic height is computed by dividing the NAVD 88
 RD4263.geopotential number by the normal gravity value computed on the
 RD4263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4263.degrees latitude (g = 980.6199 gals.).
 RD4263
 RD4263.The modeled gravity was interpolated from observed gravity values.
 RD4263
 RD4263;                    North         East    Units  Estimated Accuracy
 RD4263;SPC WA S     -    35,460.      343,570.      MT  (+/- 180 meters Scaled)
 RD4263
 RD4263                          SUPERSEDED SURVEY CONTROL
 RD4263
 RD4263  NGVD 29 (03/17/92)   93.497  (m)          306.75   (f) ADJUSTED    2 2
 RD4263
 RD4263.Superseded values are not recommended for survey control.
 RD4263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4263.See file dsdata.txt to determine how the superseded data were derived.
 RD4263
 RD4263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER384535(NAD 83)
 RD4263_MARKER: DD = SURVEY DISK
 RD4263_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4263_SP_SET: IN CONCRETE CURB
 RD4263_STAMPING: 1602 1989
 RD4263_MARK LOGO: WA-011
 RD4263_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4263+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 RD4263
 RD4263  HISTORY     - Date     Condition        Report By
 RD4263  HISTORY     - 1989     MONUMENTED       WA-011
 RD4263  HISTORY     - 20040420 GOOD             USPSQD
 RD4263  HISTORY     - 20050429 GOOD             USPSQD
 RD4263  HISTORY     - 20060530 GOOD             USPSQD
 RD4263
 RD4263                          STATION DESCRIPTION
 RD4263
 RD4263'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4263'EAST OF CITY OF VANCOUVER, NEAR INTERSECTION OF NE 162ND AVENUE AND NE
 RD4263'15TH STREET, 270 FT. NORTH OF NORTH CURB LINE OF NE 15TH STREET, 72.6
 RD4263'FT. SOUTH OF NORTH END OF BRICK WALL ALONG SCOTT S LANDING
 RD4263'SUBDIVISION, 44 FT. WEST OF APPARENT CENTERLINE OF NE 162ND AVENUE,
 RD4263'SET 2 INCH DIAM. DOMED BRASS DISK.
 RD4263
 RD4263                          STATION RECOVERY (2004)
 RD4263
 RD4263'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4263'RECOVERED IN GOOD CONDITION.
 RD4263
 RD4263                          STATION RECOVERY (2005)
 RD4263
 RD4263'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4263'RECOVERED IN GOOD CONDITION.
 RD4263
 RD4263                          STATION RECOVERY (2006)
 RD4263
 RD4263'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0085 ***********************************************************************
 SB0085  DESIGNATION -  1608 USGS
 SB0085  PID         -  SB0085
 SB0085  STATE/COUNTY-  WA/KITTITAS
 SB0085  USGS QUAD   -  KITTITAS (1978)
 SB0085
 SB0085                         *CURRENT SURVEY CONTROL
 SB0085  ___________________________________________________________________
 SB0085* NAD 83(1986)-  46 59 43.     (N)    120 29 52.     (W)     SCALED    
 SB0085* NAVD 88     -       491.263  (meters)    1611.75   (feet)  ADJUSTED  
 SB0085  ___________________________________________________________________
 SB0085  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 SB0085  DYNAMIC HT  -         491.263 (meters)    1611.75  (feet)  COMP
 SB0085  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 SB0085
 SB0085  VERT ORDER  -  SECOND    CLASS 0
 SB0085
 SB0085.The horizontal coordinates were scaled from a topographic map and have
 SB0085.an estimated accuracy of +/- 6 seconds.
 SB0085
 SB0085.The orthometric height was determined by differential leveling
 SB0085.and adjusted by the National Geodetic Survey in June 1991..
 SB0085
 SB0085.The geoid height was determined by GEOID03.
 SB0085
 SB0085.The dynamic height is computed by dividing the NAVD 88
 SB0085.geopotential number by the normal gravity value computed on the
 SB0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0085.degrees latitude (g = 980.6199 gals.).
 SB0085
 SB0085.The modeled gravity was interpolated from observed gravity values.
 SB0085
 SB0085;                    North         East    Units  Estimated Accuracy
 SB0085;SPC WA S     -   184,730.      500,170.      MT  (+/- 180 meters Scaled)
 SB0085
 SB0085                          SUPERSEDED SURVEY CONTROL
 SB0085
 SB0085  NGVD 29 (??/??/92)  490.147  (m)         1608.09   (f) ADJ UNCH    2 0
 SB0085
 SB0085.Superseded values are not recommended for survey control.
 SB0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0085.See file dsdata.txt to determine how the superseded data were derived.
 SB0085
 SB0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT902076(NAD 83)
 SB0085_MARKER: DD = SURVEY DISK
 SB0085_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0085_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0085_STAMPING: 1608 WASH
 SB0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0085
 SB0085  HISTORY     - Date     Condition        Report By
 SB0085  HISTORY     - UNK      MONUMENTED       USGS
 SB0085  HISTORY     - 1934     GOOD             NGS
 SB0085  HISTORY     - 1982     MARK NOT FOUND   NGS
 SB0085
 SB0085                          STATION DESCRIPTION
 SB0085
 SB0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SB0085'2.0 MI E FROM ELLENSBURG.
 SB0085'2.0 MI. EAST ALONG C.M.ST. P. AND P. RR FROM N. CHESTNUT ST. OVERPASS
 SB0085'ALONG THE RIGHT OF WAY OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0085'RAILROAD, 2 RAIL LENGTHS, APPROXIMATELY 22 YARDS WEST OF MILE POST
 SB0085'2058, 30 FEET WEST OF RAILROAD CROSSING, 18 FEET SOUTH OF TRACK, 2
 SB0085'FEET EAST OF RIGHT OF WAY FENCE, SET ON TOP OF IRON POST, 9 INCHES
 SB0085'HIGH.
 SB0085
 SB0085                          STATION RECOVERY (1982)
 SB0085
 SB0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0085'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4262 ***********************************************************************
 RD4262  DESIGNATION -  16108
 RD4262  PID         -  RD4262
 RD4262  STATE/COUNTY-  WA/CLARK
 RD4262  USGS QUAD   -  ORCHARDS (1990)
 RD4262
 RD4262                         *CURRENT SURVEY CONTROL
 RD4262  ___________________________________________________________________
 RD4262* NAD 83(1986)-  45 37 36.     (N)    122 30 22.     (W)     SCALED    
 RD4262* NAVD 88     -        91.509  (meters)     300.23   (feet)  ADJUSTED  
 RD4262  ___________________________________________________________________
 RD4262  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 RD4262  DYNAMIC HT  -          91.509 (meters)     300.23  (feet)  COMP
 RD4262  MODELED GRAV-     980,613.9   (mgal)                       NAVD 88
 RD4262
 RD4262  VERT ORDER  -  SECOND    CLASS II
 RD4262
 RD4262.The horizontal coordinates were scaled from a topographic map and have
 RD4262.an estimated accuracy of +/- 6 seconds.
 RD4262
 RD4262.The orthometric height was determined by differential leveling
 RD4262.and adjusted by the National Geodetic Survey in April 1995..
 RD4262
 RD4262.The geoid height was determined by GEOID03.
 RD4262
 RD4262.The dynamic height is computed by dividing the NAVD 88
 RD4262.geopotential number by the normal gravity value computed on the
 RD4262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4262.degrees latitude (g = 980.6199 gals.).
 RD4262
 RD4262.The modeled gravity was interpolated from observed gravity values.
 RD4262
 RD4262;                    North         East    Units  Estimated Accuracy
 RD4262;SPC WA S     -    34,590.      343,570.      MT  (+/- 180 meters Scaled)
 RD4262
 RD4262                          SUPERSEDED SURVEY CONTROL
 RD4262
 RD4262  NGVD 29 (03/17/92)   90.460  (m)          296.78   (f) ADJUSTED    2 2
 RD4262
 RD4262.Superseded values are not recommended for survey control.
 RD4262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4262.See file dsdata.txt to determine how the superseded data were derived.
 RD4262
 RD4262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER384526(NAD 83)
 RD4262_MARKER: DD = SURVEY DISK
 RD4262_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4262_SP_SET: TOP OF CURB
 RD4262_STAMPING: 16108 1989
 RD4262_MARK LOGO: WA-011
 RD4262_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4262+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 RD4262
 RD4262  HISTORY     - Date     Condition        Report By
 RD4262  HISTORY     - 1989     MONUMENTED       WA-011
 RD4262  HISTORY     - 20040420 GOOD             USPSQD
 RD4262  HISTORY     - 20050429 GOOD             USPSQD
 RD4262  HISTORY     - 20060530 GOOD             USPSQD
 RD4262
 RD4262                          STATION DESCRIPTION
 RD4262
 RD4262'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4262'EAST OF CITY OF VANCOUVER, AT INTERSECTION OF NE 162ND AVENUE AND NE
 RD4262'7TH STREET, IN NORTH CURB OF NE 7TH STREET, 83 FT. WEST OF APPARENT
 RD4262'CENTERLINE OF NE 162ND AVENUE, 21 FT. WEST OF CURB RETURN, SET 2
 RD4262'INCH DIAMETER DOMED BRASS DISK.
 RD4262
 RD4262                          STATION RECOVERY (2004)
 RD4262
 RD4262'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4262'RECOVERED IN GOOD CONDITION.
 RD4262
 RD4262                          STATION RECOVERY (2005)
 RD4262
 RD4262'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4262'RECOVERED IN GOOD CONDITION.
 RD4262
 RD4262                          STATION RECOVERY (2006)
 RD4262
 RD4262'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1088 ***********************************************************************
 RZ1088  DESIGNATION -  1612
 RZ1088  PID         -  RZ1088
 RZ1088  STATE/COUNTY-  WA/COLUMBIA
 RZ1088  USGS QUAD   -  DAYTON (1967)
 RZ1088
 RZ1088                         *CURRENT SURVEY CONTROL
 RZ1088  ___________________________________________________________________
 RZ1088* NAD 83(1986)-  46 19 16.     (N)    117 58 40.     (W)     SCALED    
 RZ1088* NAVD 88     -       492.529  (meters)    1615.91   (feet)  ADJUSTED  
 RZ1088  ___________________________________________________________________
 RZ1088  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 RZ1088  DYNAMIC HT  -         492.501 (meters)    1615.81  (feet)  COMP
 RZ1088  MODELED GRAV-     980,542.9   (mgal)                       NAVD 88
 RZ1088
 RZ1088  VERT ORDER  -  FIRST     CLASS I
 RZ1088
 RZ1088.The horizontal coordinates were scaled from a topographic map and have
 RZ1088.an estimated accuracy of +/- 6 seconds.
 RZ1088
 RZ1088.The orthometric height was determined by differential leveling
 RZ1088.and adjusted by the National Geodetic Survey in June 1991..
 RZ1088
 RZ1088.The geoid height was determined by GEOID03.
 RZ1088
 RZ1088.The dynamic height is computed by dividing the NAVD 88
 RZ1088.geopotential number by the normal gravity value computed on the
 RZ1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1088.degrees latitude (g = 980.6199 gals.).
 RZ1088
 RZ1088.The modeled gravity was interpolated from observed gravity values.
 RZ1088
 RZ1088;                    North         East    Units  Estimated Accuracy
 RZ1088;SPC WA S     -   112,900.      694,200.      MT  (+/- 180 meters Scaled)
 RZ1088
 RZ1088                          SUPERSEDED SURVEY CONTROL
 RZ1088
 RZ1088  NGVD 29 (??/??/92)  491.535  (m)         1612.64   (f) ADJ UNCH    1 1
 RZ1088
 RZ1088.Superseded values are not recommended for survey control.
 RZ1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1088.See file dsdata.txt to determine how the superseded data were derived.
 RZ1088
 RZ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM247301(NAD 83)
 RZ1088_MARKER: DD = SURVEY DISK
 RZ1088_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RZ1088_SP_SET: DRILL HOLE IN A RETAINING WALL
 RZ1088_STAMPING: 1612 1926
 RZ1088_MARK LOGO: PP+L  
 RZ1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1088+STABILITY: SURFACE MOTION
 RZ1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1088+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1989
 RZ1088
 RZ1088  HISTORY     - Date     Condition        Report By
 RZ1088  HISTORY     - 1926     MONUMENTED       PG+E
 RZ1088  HISTORY     - 1968     GOOD             NGS
 RZ1088  HISTORY     - 19890518 GOOD             NGS
 RZ1088  HISTORY     - 20050521 MARK NOT FOUND   GEOCAC
 RZ1088
 RZ1088                          STATION DESCRIPTION
 RZ1088
 RZ1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1088'IN DAYTON.
 RZ1088'AT DAYTON, AT THE WEST CORNER OF THE INTERSECTION OF U.S. HIGHWAY 12
 RZ1088'(MAIN STREET) AND THIRD STREET, IN R39E T10N, SECTION 26, AT THE EAST
 RZ1088'CORNER OF THE COLUMBIA COUNTY COURTHOUSE YARD, IN THE TOP AND 7.1 FEET
 RZ1088'SOUTHWEST OF THE NORTHEAST END OF A CONCRETE RETAINING WALL ALONG THE
 RZ1088'SOUTHEAST SIDE OF THE GROUNDS, 14.1 FEET NORTHWEST OF THE NORTHWEST
 RZ1088'CURB OF THE HIGHWAY, 31.3 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 RZ1088'THIRD STREET, AND ABOUT 1 1/2 FEET HIGHER THAN THE STREET.
 RZ1088
 RZ1088                          STATION RECOVERY (1989)
 RZ1088
 RZ1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RZ1088'THE STATION IS LOCATED AT THE COURTHOUSE IN DAYTON, AT THE
 RZ1088'INTERSECTION OF MAIN STREET AND THIRD STREET.
 RZ1088'THE STATION IS AT THE COURTHOUSE IN DAYTON.
 RZ1088'THE MARK IS SET IN A DRILL HOLE IN THE LOW RETAINING WALL AROUND THE
 RZ1088'COURTHOUSE LAWN.  IT IS 9.4 M (30.8 FT) SOUTHWEST OF THE SOUTHWEST
 RZ1088'CURB OF THIRD STREET, 4.3 M (14.1 FT) NORTHWEST OF THE NORTHWEST CURB
 RZ1088'OF MAIN STREET, 2.1 M (6.9 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 RZ1088'RETAINING WALL AND ABOUT 0.46 M (1.51 FT) ABOVE THE LEVEL OF THE
 RZ1088'STREET.
 RZ1088
 RZ1088                          STATION RECOVERY (2005)
 RZ1088
 RZ1088'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 RZ1088'DISK NOT FOUND. RETAINING WALL HAS BEEN REPLACED DURING COURT HOUSE
 RZ1088'RENOVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0209 ***********************************************************************
 TQ0209  DESIGNATION -  1614 98
 TQ0209  PID         -  TQ0209
 TQ0209  STATE/COUNTY-  WA/WHATCOM
 TQ0209  USGS QUAD   -  ROSS DAM (1971)
 TQ0209
 TQ0209                         *CURRENT SURVEY CONTROL
 TQ0209  ___________________________________________________________________
 TQ0209* NAD 83(1986)-  48 43 51.     (N)    121 04 00.     (W)     SCALED    
 TQ0209* NAVD 88     -       493.925  (meters)    1620.49   (feet)  ADJUSTED  
 TQ0209  ___________________________________________________________________
 TQ0209  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 TQ0209  DYNAMIC HT  -         493.984 (meters)    1620.68  (feet)  COMP
 TQ0209  MODELED GRAV-     980,715.4   (mgal)                       NAVD 88
 TQ0209
 TQ0209  VERT ORDER  -  FIRST     CLASS II
 TQ0209
 TQ0209.The horizontal coordinates were scaled from a topographic map and have
 TQ0209.an estimated accuracy of +/- 6 seconds.
 TQ0209
 TQ0209.The orthometric height was determined by differential leveling
 TQ0209.and adjusted by the National Geodetic Survey in June 1991..
 TQ0209
 TQ0209.The geoid height was determined by GEOID03.
 TQ0209
 TQ0209.The dynamic height is computed by dividing the NAVD 88
 TQ0209.geopotential number by the normal gravity value computed on the
 TQ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0209.degrees latitude (g = 980.6199 gals.).
 TQ0209
 TQ0209.The modeled gravity was interpolated from observed gravity values.
 TQ0209
 TQ0209;                    North         East    Units  Estimated Accuracy
 TQ0209;SPC WA N     -   192,470.      482,840.      MT  (+/- 180 meters Scaled)
 TQ0209
 TQ0209                          SUPERSEDED SURVEY CONTROL
 TQ0209
 TQ0209  NGVD 29 (??/??/92)  492.70   (m)         1616.5    (f) COMPUTED    1 2
 TQ0209
 TQ0209.Superseded values are not recommended for survey control.
 TQ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0209.See file dsdata.txt to determine how the superseded data were derived.
 TQ0209
 TQ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU421993(NAD 83)
 TQ0209_MARKER: DD = SURVEY DISK
 TQ0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TQ0209_SP_SET: CONCRETE DOCK
 TQ0209_STAMPING: 1614.98
 TQ0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0209
 TQ0209  HISTORY     - Date     Condition        Report By
 TQ0209  HISTORY     - UNK      MONUMENTED
 TQ0209  HISTORY     - 1958     GOOD             NGS
 TQ0209
 TQ0209                          STATION DESCRIPTION
 TQ0209
 TQ0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0209'IN ROSS DAM.
 TQ0209'AT ROSS DAM, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE DOCK
 TQ0209'FOR THE CABLE LIFT, 4.8 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 TQ0209'DOCK, 3.3 FEET NORTHEAST OF THE SOUTHWEST EDGE, AND LEVEL WITH THE TOP
 TQ0209'OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0467 ***********************************************************************
 SW0467  DESIGNATION -  1617
 SW0467  PID         -  SW0467
 SW0467  STATE/COUNTY-  WA/GRANT
 SW0467  USGS QUAD   -  COULEE CITY (1965)
 SW0467
 SW0467                         *CURRENT SURVEY CONTROL
 SW0467  ___________________________________________________________________
 SW0467* NAD 83(1986)-  47 36 14.     (N)    119 17 02.     (W)     SCALED    
 SW0467* NAVD 88     -       494.108  (meters)    1621.09   (feet)  ADJUSTED  
 SW0467  ___________________________________________________________________
 SW0467  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 SW0467  DYNAMIC HT  -         494.151 (meters)    1621.23  (feet)  COMP
 SW0467  MODELED GRAV-     980,683.9   (mgal)                       NAVD 88
 SW0467
 SW0467  VERT ORDER  -  SECOND    CLASS 0
 SW0467
 SW0467.The horizontal coordinates were scaled from a topographic map and have
 SW0467.an estimated accuracy of +/- 6 seconds.
 SW0467
 SW0467.The orthometric height was determined by differential leveling
 SW0467.and adjusted by the National Geodetic Survey in June 1991..
 SW0467
 SW0467.The geoid height was determined by GEOID03.
 SW0467
 SW0467.The dynamic height is computed by dividing the NAVD 88
 SW0467.geopotential number by the normal gravity value computed on the
 SW0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0467.degrees latitude (g = 980.6199 gals.).
 SW0467
 SW0467.The modeled gravity was interpolated from observed gravity values.
 SW0467
 SW0467;                    North         East    Units  Estimated Accuracy
 SW0467;SPC WA S     -   253,100.      591,450.      MT  (+/- 180 meters Scaled)
 SW0467
 SW0467                          SUPERSEDED SURVEY CONTROL
 SW0467
 SW0467  NGVD 29 (??/??/92)  492.947  (m)         1617.28   (f) ADJ UNCH    2 0
 SW0467
 SW0467.Superseded values are not recommended for survey control.
 SW0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0467.See file dsdata.txt to determine how the superseded data were derived.
 SW0467
 SW0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN283748(NAD 83)
 SW0467_MARKER: N = NAIL
 SW0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0467_SP_SET: POST
 SW0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0467
 SW0467  HISTORY     - Date     Condition        Report By
 SW0467  HISTORY     - UNK      MONUMENTED       USGS
 SW0467  HISTORY     - 1934     GOOD             NGS
 SW0467  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0467
 SW0467                          STATION DESCRIPTION
 SW0467
 SW0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0467'0.8 MI NE FROM COULEE CITY.
 SW0467'0.8 MI. N.E. ALONG THE N.P.RR. FROM RR. STATION.  ALONG THE RIGHT OF
 SW0467'WAY OF THE NORTHERN PACIFIC RAILROAD.  36 FEET SOUTH OF GRANT COUNTY
 SW0467'ROAD TO SOAP LAKE, 40 FEET WEST OF THE TRACK, 45 FEET SOUTHWEST OF
 SW0467'RAILROAD CROSSING SIGN, 1 FOOT SOUTH OF A TELEPHONE POLE, AND 50 FEET
 SW0467'SOUTHWEST OF RAILROAD CROSSING.
 SW0467
 SW0467                          STATION RECOVERY (1968)
 SW0467
 SW0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0061 ***********************************************************************
 TQ0061  DESIGNATION -  1619 T
 TQ0061  PID         -  TQ0061
 TQ0061  STATE/COUNTY-  WA/OKANOGAN
 TQ0061  USGS QUAD   -  TWISP EAST (1969)
 TQ0061
 TQ0061                         *CURRENT SURVEY CONTROL
 TQ0061  ___________________________________________________________________
 TQ0061* NAD 83(1986)-  48 21 58.     (N)    120 07 26.     (W)     SCALED    
 TQ0061* NAVD 88     -       493.149  (meters)    1617.94   (feet)  ADJUSTED  
 TQ0061  ___________________________________________________________________
 TQ0061  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 TQ0061  DYNAMIC HT  -         493.209 (meters)    1618.14  (feet)  COMP
 TQ0061  MODELED GRAV-     980,717.4   (mgal)                       NAVD 88
 TQ0061
 TQ0061  VERT ORDER  -  FIRST     CLASS II
 TQ0061
 TQ0061.The horizontal coordinates were scaled from a topographic map and have
 TQ0061.an estimated accuracy of +/- 6 seconds.
 TQ0061
 TQ0061.The orthometric height was determined by differential leveling
 TQ0061.and adjusted by the National Geodetic Survey in June 1991..
 TQ0061
 TQ0061.The geoid height was determined by GEOID03.
 TQ0061
 TQ0061.The dynamic height is computed by dividing the NAVD 88
 TQ0061.geopotential number by the normal gravity value computed on the
 TQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0061.degrees latitude (g = 980.6199 gals.).
 TQ0061
 TQ0061.The modeled gravity was interpolated from observed gravity values.
 TQ0061
 TQ0061;                    North         East    Units  Estimated Accuracy
 TQ0061;SPC WA N     -   152,130.      552,560.      MT  (+/- 180 meters Scaled)
 TQ0061
 TQ0061                          SUPERSEDED SURVEY CONTROL
 TQ0061
 TQ0061  NGVD 29 (??/??/92)  491.92   (m)         1613.9    (f) COMPUTED    1 2
 TQ0061
 TQ0061.Superseded values are not recommended for survey control.
 TQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0061.See file dsdata.txt to determine how the superseded data were derived.
 TQ0061
 TQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU130609(NAD 83)
 TQ0061_MARKER: P = PIPE CAP
 TQ0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TQ0061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TQ0061_STAMPING: 1619 T
 TQ0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0061
 TQ0061  HISTORY     - Date     Condition        Report By
 TQ0061  HISTORY     - UNK      MONUMENTED       USGS
 TQ0061  HISTORY     - 1958     GOOD             NGS
 TQ0061  HISTORY     - 1982     MARK NOT FOUND   NGS
 TQ0061
 TQ0061                          STATION DESCRIPTION
 TQ0061
 TQ0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0061'IN TWISP.
 TQ0061'AT TWISP, 0.15 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE SCHOOL,
 TQ0061'THENCE 0.1 MILE WEST, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 TQ0061'JOHNSON AND BURGARS STREETS, 30 WEST OF THE CENTER LINE OF JOHNSON
 TQ0061'STREET, 33 FEET SOUTH OF THE CENTER LINE OF BURGARS STREET, 43 FEET
 TQ0061'SOUTHWEST OF THE CENTER OF THE INTERSECTION, 68 FEET SOUTHWEST AND
 TQ0061'ACROSS THE INTERSECTION FROM A COMBINATION POWER AND LIGHT POLE, 1
 TQ0061'FOOT SOUTH OF THE NORTHEAST CORNER POST OF FENCE AROUND A GARDEN,
 TQ0061'ABOUT LEVEL WITH THE STREET, A CAP ON AN IRON PIPE PROJECTING 10
 TQ0061'INCHES.
 TQ0061
 TQ0061                          STATION RECOVERY (1982)
 TQ0061
 TQ0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0061'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4318 ***********************************************************************
 RD4318  DESIGNATION -  1620
 RD4318  PID         -  RD4318
 RD4318  STATE/COUNTY-  WA/CLARK
 RD4318  USGS QUAD   -  VANCOUVER (1990)
 RD4318
 RD4318                         *CURRENT SURVEY CONTROL
 RD4318  ___________________________________________________________________
 RD4318* NAD 83(1986)-  45 38 00.     (N)    122 41 23.     (W)     SCALED    
 RD4318* NAVD 88     -        11.11   (meters)      36.5    (feet)  N HEIGHT  
 RD4318  ___________________________________________________________________
 RD4318  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD4318  DYNAMIC HT  -          11.11  (meters)      36.5   (feet)  COMP
 RD4318  MODELED GRAV-     980,626.4   (mgal)                       NAVD 88
 RD4318
 RD4318  VERT ORDER  -  THIRD
 RD4318
 RD4318.The horizontal coordinates were scaled from a topographic map and have
 RD4318.an estimated accuracy of +/- 6 seconds.
 RD4318
 RD4318.The orthometric height was determined by differential leveling
 RD4318.and adjusted by the National Geodetic Survey in October 1996..
 RD4318.The height was determined by precise leveling from only one NSRS
 RD4318.bench mark.  This was not adequate "tie leveling" to NSRS and was
 RD4318.allowed ONLY to validate the GPS-derived height.
 RD4318
 RD4318.The geoid height was determined by GEOID03.
 RD4318
 RD4318.The dynamic height is computed by dividing the NAVD 88
 RD4318.geopotential number by the normal gravity value computed on the
 RD4318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4318.degrees latitude (g = 980.6199 gals.).
 RD4318
 RD4318.The modeled gravity was interpolated from observed gravity values.
 RD4318
 RD4318;                    North         East    Units  Estimated Accuracy
 RD4318;SPC WA S     -    35,720.      329,270.      MT  (+/- 180 meters Scaled)
 RD4318
 RD4318                          SUPERSEDED SURVEY CONTROL
 RD4318
 RD4318.No superseded survey control is available for this station.
 RD4318
 RD4318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER241533(NAD 83)
 RD4318_MARKER: DB = BENCH MARK DISK
 RD4318_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4318_SP_SET: BRASS DISK IN CONCRETE CURB
 RD4318_STAMPING: BM 1620 1989
 RD4318_MARK LOGO: WADT  
 RD4318_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4318+SATELLITE: SATELLITE OBSERVATIONS - 1989
 RD4318
 RD4318  HISTORY     - Date     Condition        Report By
 RD4318  HISTORY     - 1989     MONUMENTED       WA-011
 RD4318  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 RD4318
 RD4318                          STATION DESCRIPTION
 RD4318
 RD4318'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4318'IN CITY OF VANCOUVER, ON WEST SIDE OF SIMPSON STREET, APPROX. 130 FT
 RD4318'(39.6 M) NORTH OF NORTH EDGE OF 16TH STREET, APPROX. 1.44 KM
 RD4318'(0.89 MI) SE OF INTERSECTION OF LOWER RIVER ROAD WITH WEST 26TH
 RD4318'STREET, 13 FT (4.0 M) EAST OF 6 FT (1.8 M) HIGH CHAIN LINK FENCE WITH
 RD4318'3 STRAND BARBED WIRE, 61.4 FT (18.7 M) NORTH OF NORTHERLY OF 2 GATE
 RD4318'POSTS IN CHAIN LINK FENCE, 45.5 FT (13.9 M) NW OF POWER POLE NUMBER
 RD4318'1605, IN TOP OF CONCRETE CURB, SET 2 INCH DOMED BRASS DISK.
 RD4318
 RD4318                          STATION RECOVERY (2004)
 RD4318
 RD4318'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD4318'A NEW 4 LANE OVERPASS OVER THE RR BUILT AT THIS LOCATION. SIMPSON ST.
 RD4318'COMPLETELY GONE AT THIS POINT. USING THESE COORDINATES OBSERVER WAS
 RD4318'STANDING ON THE NEW OVERPASS. THIS STATION SHOULD BE CONSIDERED LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4283 ***********************************************************************
 RD4283  DESIGNATION -  16211
 RD4283  PID         -  RD4283
 RD4283  STATE/COUNTY-  WA/CLARK
 RD4283  USGS QUAD   -  ORCHARDS (1990)
 RD4283
 RD4283                         *CURRENT SURVEY CONTROL
 RD4283  ___________________________________________________________________
 RD4283* NAD 83(1986)-  45 44 25.     (N)    122 31 35.     (W)     SCALED    
 RD4283* NAVD 88     -        92.197  (meters)     302.48   (feet)  ADJUSTED  
 RD4283  ___________________________________________________________________
 RD4283  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 RD4283  DYNAMIC HT  -          92.197 (meters)     302.48  (feet)  COMP
 RD4283  MODELED GRAV-     980,616.3   (mgal)                       NAVD 88
 RD4283
 RD4283  VERT ORDER  -  SECOND    CLASS II
 RD4283
 RD4283.The horizontal coordinates were scaled from a topographic map and have
 RD4283.an estimated accuracy of +/- 6 seconds.
 RD4283
 RD4283.The orthometric height was determined by differential leveling
 RD4283.and adjusted by the National Geodetic Survey in April 1995..
 RD4283
 RD4283.The geoid height was determined by GEOID03.
 RD4283
 RD4283.The dynamic height is computed by dividing the NAVD 88
 RD4283.geopotential number by the normal gravity value computed on the
 RD4283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4283.degrees latitude (g = 980.6199 gals.).
 RD4283
 RD4283.The modeled gravity was interpolated from observed gravity values.
 RD4283
 RD4283;                    North         East    Units  Estimated Accuracy
 RD4283;SPC WA S     -    47,260.      342,310.      MT  (+/- 180 meters Scaled)
 RD4283
 RD4283                          SUPERSEDED SURVEY CONTROL
 RD4283
 RD4283  NGVD 29 (03/17/92)   91.143  (m)          299.02   (f) ADJUSTED    2 2
 RD4283
 RD4283.Superseded values are not recommended for survey control.
 RD4283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4283.See file dsdata.txt to determine how the superseded data were derived.
 RD4283
 RD4283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER368653(NAD 83)
 RD4283_MARKER: DB = BENCH MARK DISK
 RD4283_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4283_SP_SET: PREFAB CONC. POST IN CONCRETE
 RD4283_STAMPING: 16211  1990
 RD4283_MARK LOGO: WA-011
 RD4283_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4283+STABILITY: SURFACE MOTION
 RD4283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4283+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RD4283
 RD4283  HISTORY     - Date     Condition        Report By
 RD4283  HISTORY     - 1990     MONUMENTED       WA-011
 RD4283  HISTORY     - 20040604 GOOD             USPSQD
 RD4283  HISTORY     - 20050503 GOOD             USPSQD
 RD4283  HISTORY     - 20060718 GOOD             USPSQD
 RD4283
 RD4283                          STATION DESCRIPTION
 RD4283
 RD4283'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4283'ALONG THE THE CHELATCHIE PRAIRIE RAILROAD 3 MILES SOUTH OF THE CITY OF
 RD4283'BATTLEGROUND, IN THE NORTHEAST CORNER OF THE CROSSING AT N.E. 142ND
 RD4283'AVE. 27.5 FT (8.4 M) NORTHWESTERLY OF CENTERLINE OF TRACKS, 43 FT
 RD4283'(13.1 M) EAST OF THE CENTERLINE OF 142ND AVE., 2 FT (0.6 M) SOUTH OF
 RD4283'A FENCE, 9 FT (2.7 M) EAST OF THE FENCE CORNERSET 2 1/2 IN DIAM
 RD4283'DOMED BRASS DISK IN IRON PIPE CAST INTO TOP OF ROUND CONCRETE
 RD4283'MONUMENT SET IN MASS OF CONCRETE. SET STEEL POST WITH SIGN BY THE
 RD4283'POINT
 RD4283
 RD4283                          STATION RECOVERY (2004)
 RD4283
 RD4283'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD4283'RECOVERED IN GOOD CONDITION.
 RD4283
 RD4283                          STATION RECOVERY (2005)
 RD4283
 RD4283'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4283'MARK IS BEHIND THE SIGNAL CONTROL BOX FOR THE RAILROAD CROSSING SIGNAL
 RD4283' 
 RD4283
 RD4283                          STATION RECOVERY (2006)
 RD4283
 RD4283'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0798 ***********************************************************************
 SY0798  DESIGNATION -  162.6 USGS
 SY0798  PID         -  SY0798
 SY0798  STATE/COUNTY-  WA/MASON
 SY0798  USGS QUAD   -  VAUGHN (1994)
 SY0798
 SY0798                         *CURRENT SURVEY CONTROL
 SY0798  ___________________________________________________________________
 SY0798* NAD 83(1986)-  47 20 57.     (N)    122 51 06.     (W)     SCALED    
 SY0798* NAVD 88     -        50.586  (meters)     165.96   (feet)  POSTED    
 SY0798  ___________________________________________________________________
 SY0798  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 SY0798  DYNAMIC HT  -          50.590 (meters)     165.98  (feet)  COMP
 SY0798  MODELED GRAV-     980,774.4   (mgal)                       NAVD 88
 SY0798
 SY0798  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0798
 SY0798.The horizontal coordinates were scaled from a topographic map and have
 SY0798.an estimated accuracy of +/- 6 seconds.
 SY0798
 SY0798.The orthometric height was determined by differential leveling
 SY0798.and adjusted by the National Geodetic Survey in 1992..
 SY0798.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0798.rate of 0.0 thru 1.0 mm/km.
 SY0798
 SY0798.The geoid height was determined by GEOID03.
 SY0798
 SY0798.The dynamic height is computed by dividing the NAVD 88
 SY0798.geopotential number by the normal gravity value computed on the
 SY0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0798.degrees latitude (g = 980.6199 gals.).
 SY0798
 SY0798.The modeled gravity was interpolated from observed gravity values.
 SY0798
 SY0798;                    North         East    Units  Estimated Accuracy
 SY0798;SPC WA S     -   226,720.      322,340.      MT  (+/- 180 meters Scaled)
 SY0798
 SY0798                          SUPERSEDED SURVEY CONTROL
 SY0798
 SY0798  NGVD 29 (??/??/??)   49.523  (m)          162.48   (f) ADJUSTED    1 2
 SY0798
 SY0798.Superseded values are not recommended for survey control.
 SY0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0798.See file dsdata.txt to determine how the superseded data were derived.
 SY0798
 SY0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET112439(NAD 83)
 SY0798_MARKER: Q = CHISELED SQUARE
 SY0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0798_SP_SET: CULVERT
 SY0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0798
 SY0798  HISTORY     - Date     Condition        Report By
 SY0798  HISTORY     - UNK      MONUMENTED       USGS
 SY0798  HISTORY     - 1944     GOOD             CGS
 SY0798
 SY0798                          STATION DESCRIPTION
 SY0798
 SY0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0798'2.7 MI SW FROM ALLYN.
 SY0798'2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY0798'ALLYN, MASON COUNTY, ON THE OUTSIDE OF A CURVE, AT AN 18-INCH
 SY0798'CONCRETE-PIPE CULVERT, ON THE TOP OF THE PIPE, 0.8 FOOT NORTHWEST OF
 SY0798'THE SOUTHEAST END, 18.6 FEET SOUTHEAST OF THE CENTERLINE OF THE
 SY0798'HIGHWAY, AND ABOUT 2-1/2 FEET LOWER THAN THE HIGHWAY.  A CHISELED
 SY0798'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0065 ***********************************************************************
 TP0065  DESIGNATION -  1632 S
 TP0065  PID         -  TP0065
 TP0065  STATE/COUNTY-  WA/STEVENS
 TP0065  USGS QUAD   -  KETTLE FALLS (1969)
 TP0065
 TP0065                         *CURRENT SURVEY CONTROL
 TP0065  ___________________________________________________________________
 TP0065* NAD 83(1986)-  48 36 38.     (N)    118 03 24.     (W)     SCALED    
 TP0065* NAVD 88     -       496.541  (meters)    1629.07   (feet)  ADJUSTED  
 TP0065  ___________________________________________________________________
 TP0065  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 TP0065  DYNAMIC HT  -         496.613 (meters)    1629.30  (feet)  COMP
 TP0065  MODELED GRAV-     980,742.0   (mgal)                       NAVD 88
 TP0065
 TP0065  VERT ORDER  -  SECOND    CLASS 0
 TP0065
 TP0065.The horizontal coordinates were scaled from a topographic map and have
 TP0065.an estimated accuracy of +/- 6 seconds.
 TP0065
 TP0065.The orthometric height was determined by differential leveling
 TP0065.and adjusted by the National Geodetic Survey in June 1991..
 TP0065
 TP0065.The geoid height was determined by GEOID03.
 TP0065
 TP0065.The dynamic height is computed by dividing the NAVD 88
 TP0065.geopotential number by the normal gravity value computed on the
 TP0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0065.degrees latitude (g = 980.6199 gals.).
 TP0065
 TP0065.The modeled gravity was interpolated from observed gravity values.
 TP0065
 TP0065;                    North         East    Units  Estimated Accuracy
 TP0065;SPC WA N     -   182,760.      704,700.      MT  (+/- 180 meters Scaled)
 TP0065
 TP0065                          SUPERSEDED SURVEY CONTROL
 TP0065
 TP0065  NGVD 29 (??/??/92)  495.299  (m)         1624.99   (f) ADJ UNCH    2 0
 TP0065
 TP0065.Superseded values are not recommended for survey control.
 TP0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0065.See file dsdata.txt to determine how the superseded data were derived.
 TP0065
 TP0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP221847(NAD 83)
 TP0065_MARKER: P = PIPE CAP
 TP0065_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TP0065_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TP0065_STAMPING: U.S.G.S. 1632-S
 TP0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0065
 TP0065  HISTORY     - Date     Condition        Report By
 TP0065  HISTORY     - UNK      MONUMENTED       USGS
 TP0065  HISTORY     - 1936     GOOD             NGS
 TP0065
 TP0065                          STATION DESCRIPTION
 TP0065
 TP0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 TP0065'IN MEYERS FALLS.
 TP0065'AT MEYERS FALLS, 150 FEET NORTH OF MAIN TRACK, 30 FEET NORTH OF SIDE
 TP0065'TRACK TO PACKING HOUSE, 125 FEET NORTHWEST OF NORTHEAST CORNER OF
 TP0065'DEPOT, 15 FEET EAST OF EAST END OF PACKING HOUSE, TOP OF PIPE IS QUITE
 TP0065'BADLY BATTERED AND PIPE IS LOOSE IN GROUND. STD. U.S.G.S. IRON PIPE
 TP0065'WITH CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0477 ***********************************************************************
 SX0477  DESIGNATION -  1634 T
 SX0477  PID         -  SX0477
 SX0477  STATE/COUNTY-  WA/KITTITAS
 SX0477  USGS QUAD   -  THORP (1978)
 SX0477
 SX0477                         *CURRENT SURVEY CONTROL
 SX0477  ___________________________________________________________________
 SX0477* NAD 83(1986)-  47 04 08.     (N)    120 40 19.     (W)     SCALED    
 SX0477* NAVD 88     -       499.318  (meters)    1638.18   (feet)  ADJUSTED  
 SX0477  ___________________________________________________________________
 SX0477  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 SX0477  DYNAMIC HT  -         499.319 (meters)    1638.18  (feet)  COMP
 SX0477  MODELED GRAV-     980,601.0   (mgal)                       NAVD 88
 SX0477
 SX0477  VERT ORDER  -  FIRST     CLASS II
 SX0477
 SX0477.The horizontal coordinates were scaled from a topographic map and have
 SX0477.an estimated accuracy of +/- 6 seconds.
 SX0477
 SX0477.The orthometric height was determined by differential leveling
 SX0477.and adjusted by the National Geodetic Survey in June 1991..
 SX0477
 SX0477.The geoid height was determined by GEOID03.
 SX0477
 SX0477.The dynamic height is computed by dividing the NAVD 88
 SX0477.geopotential number by the normal gravity value computed on the
 SX0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0477.degrees latitude (g = 980.6199 gals.).
 SX0477
 SX0477.The modeled gravity was interpolated from observed gravity values.
 SX0477
 SX0477;                    North         East    Units  Estimated Accuracy
 SX0477;SPC WA S     -   192,930.      486,940.      MT  (+/- 180 meters Scaled)
 SX0477
 SX0477                          SUPERSEDED SURVEY CONTROL
 SX0477
 SX0477  NGVD 29 (??/??/92)  498.201  (m)         1634.51   (f) ADJ UNCH    1 2
 SX0477
 SX0477.Superseded values are not recommended for survey control.
 SX0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0477.See file dsdata.txt to determine how the superseded data were derived.
 SX0477
 SX0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT767154(NAD 83)
 SX0477_MARKER: P = PIPE CAP
 SX0477_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0477_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0477_STAMPING: ELEV 1936.245 FT 1634 T
 SX0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0477
 SX0477  HISTORY     - Date     Condition        Report By
 SX0477  HISTORY     - UNK      MONUMENTED       USGS
 SX0477  HISTORY     - 1944     GOOD             NGS
 SX0477  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0477
 SX0477                          STATION DESCRIPTION
 SX0477
 SX0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX0477'IN THORP.
 SX0477'AT THORP, KITTITAS COUNTY, 300 FEET WEST OF THE NORTHERN PACIFIC
 SX0477'RAILWAY STATION, AT THE INTERSECTION OF RAILROAD STREET AND THIRD
 SX0477'STREET, 37 FEET SOUTHWEST OF THE CENTERLINE OF RAILROAD STREET, 26
 SX0477'FEET SOUTHEAST OF THE CENTERLINE OF THIRD STREET, AND 0.8 FOOT
 SX0477'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL
 SX0477'SURVEY STANDARD CAP, STAMPED ELEV 1936.245 FT 1634 T AND RIVETED ON
 SX0477'THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE GROUND.
 SX0477'NOTE-- IT WAS REPORTED IN JUNE 1944 THAT PART OF THE NORTHWEST RIM OF
 SX0477'THE CAP HAS BROKEN OFF.
 SX0477
 SX0477                          STATION RECOVERY (1982)
 SX0477
 SX0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0477'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4255 ***********************************************************************
 RD4255  DESIGNATION -  16391
 RD4255  PID         -  RD4255
 RD4255  STATE/COUNTY-  WA/CLARK
 RD4255  USGS QUAD   -  MOUNT TABOR (1990)
 RD4255
 RD4255                         *CURRENT SURVEY CONTROL
 RD4255  ___________________________________________________________________
 RD4255* NAD 83(1986)-  45 36 55.     (N)    122 30 15.     (W)     SCALED    
 RD4255* NAVD 88     -        89.087  (meters)     292.28   (feet)  ADJUSTED  
 RD4255  ___________________________________________________________________
 RD4255  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 RD4255  DYNAMIC HT  -          89.087 (meters)     292.28  (feet)  COMP
 RD4255  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 RD4255
 RD4255  VERT ORDER  -  SECOND    CLASS II
 RD4255
 RD4255.The horizontal coordinates were scaled from a topographic map and have
 RD4255.an estimated accuracy of +/- 6 seconds.
 RD4255
 RD4255.The orthometric height was determined by differential leveling
 RD4255.and adjusted by the National Geodetic Survey in April 1995..
 RD4255
 RD4255.The geoid height was determined by GEOID03.
 RD4255
 RD4255.The dynamic height is computed by dividing the NAVD 88
 RD4255.geopotential number by the normal gravity value computed on the
 RD4255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4255.degrees latitude (g = 980.6199 gals.).
 RD4255
 RD4255.The modeled gravity was interpolated from observed gravity values.
 RD4255
 RD4255;                    North         East    Units  Estimated Accuracy
 RD4255;SPC WA S     -    33,330.      343,690.      MT  (+/- 180 meters Scaled)
 RD4255
 RD4255                          SUPERSEDED SURVEY CONTROL
 RD4255
 RD4255  NGVD 29 (03/17/92)   88.039  (m)          288.84   (f) ADJUSTED    2 2
 RD4255
 RD4255.Superseded values are not recommended for survey control.
 RD4255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4255.See file dsdata.txt to determine how the superseded data were derived.
 RD4255
 RD4255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER386514(NAD 83)
 RD4255_MARKER: DB = BENCH MARK DISK
 RD4255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD4255_SP_SET: IN CONCRETE BASE OF SIGNAL POL
 RD4255_STAMPING: 16391  1989
 RD4255_MARK LOGO: WA-011
 RD4255_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RD4255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4255
 RD4255  HISTORY     - Date     Condition        Report By
 RD4255  HISTORY     - 1989     MONUMENTED       WA-011
 RD4255  HISTORY     - 20040313 MARK NOT FOUND   USPSQD
 RD4255
 RD4255                          STATION DESCRIPTION
 RD4255
 RD4255'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4255'AT INTERSECTION OF SE MILL PLAIN AND 164TH AVENUE, IN SOUTHWEST
 RD4255'QUADRANT, ON NORTH SIDE OF CONCRETE BASE OF SIGNAL/LUMINAIRE POLE,
 RD4255'SET 2 INCH DOMED BRASS DISK.
 RD4255
 RD4255                          STATION RECOVERY (2004)
 RD4255
 RD4255'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0139 ***********************************************************************
 SW0139  DESIGNATION -  1645 T
 SW0139  PID         -  SW0139
 SW0139  STATE/COUNTY-  WA/ADAMS
 SW0139  USGS QUAD   -  RITZVILLE SW (1982)
 SW0139
 SW0139                         *CURRENT SURVEY CONTROL
 SW0139  ___________________________________________________________________
 SW0139* NAD 83(1986)-  47 03 10.     (N)    118 25 59.     (W)     SCALED    
 SW0139* NAVD 88     -       502.331  (meters)    1648.06   (feet)  ADJUSTED  
 SW0139  ___________________________________________________________________
 SW0139  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 SW0139  DYNAMIC HT  -         502.347 (meters)    1648.12  (feet)  COMP
 SW0139  MODELED GRAV-     980,628.4   (mgal)                       NAVD 88
 SW0139
 SW0139  VERT ORDER  -  FIRST     CLASS II
 SW0139
 SW0139.The horizontal coordinates were scaled from a topographic map and have
 SW0139.an estimated accuracy of +/- 6 seconds.
 SW0139
 SW0139.The orthometric height was determined by differential leveling
 SW0139.and adjusted by the National Geodetic Survey in June 1991..
 SW0139
 SW0139.The geoid height was determined by GEOID03.
 SW0139
 SW0139.The dynamic height is computed by dividing the NAVD 88
 SW0139.geopotential number by the normal gravity value computed on the
 SW0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0139.degrees latitude (g = 980.6199 gals.).
 SW0139
 SW0139.The modeled gravity was interpolated from observed gravity values.
 SW0139
 SW0139;                    North         East    Units  Estimated Accuracy
 SW0139;SPC WA S     -   193,180.      657,020.      MT  (+/- 180 meters Scaled)
 SW0139
 SW0139                          SUPERSEDED SURVEY CONTROL
 SW0139
 SW0139  NGVD 29 (??/??/92)  501.192  (m)         1644.33   (f) ADJ UNCH    1 2
 SW0139
 SW0139.Superseded values are not recommended for survey control.
 SW0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0139.See file dsdata.txt to determine how the superseded data were derived.
 SW0139
 SW0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN911120(NAD 83)
 SW0139_MARKER: P = PIPE CAP
 SW0139_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0139_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0139_STAMPING: 1645 T
 SW0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0139
 SW0139  HISTORY     - Date     Condition        Report By
 SW0139  HISTORY     - UNK      MONUMENTED       USGS
 SW0139  HISTORY     - 1944     GOOD             NGS
 SW0139
 SW0139                          STATION DESCRIPTION
 SW0139
 SW0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SW0139'6.1 MI SW FROM RITZVILLE.
 SW0139'6.1 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SW0139'STATION AT RITZVILLE, AT MILEAGE 70.85, 310 FEET WEST OF BLOCK SIGNAL
 SW0139'70.8, 280 FEET NORTHWEST OF THE NORTHEAST END OF BRIDGE NUMBER 70, 56
 SW0139'FEET NORTHWEST OF THE NORTHWEST RAIL, LEVEL WITH THE RAIL.  A U.S.G.S.
 SW0139'BRASS CAP ON THE TOP OF A 3 1/2 INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0076 ***********************************************************************
 SB0076  DESIGNATION -  1646 USGS
 SB0076  PID         -  SB0076
 SB0076  STATE/COUNTY-  WA/KITTITAS
 SB0076  USGS QUAD   -  KITTITAS (1978)
 SB0076
 SB0076                         *CURRENT SURVEY CONTROL
 SB0076  ___________________________________________________________________
 SB0076* NAD 83(1986)-  46 58 55.     (N)    120 25 00.     (W)     SCALED    
 SB0076* NAVD 88     -       503.041  (meters)    1650.39   (feet)  ADJUSTED  
 SB0076  ___________________________________________________________________
 SB0076  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 SB0076  DYNAMIC HT  -         503.041 (meters)    1650.39  (feet)  COMP
 SB0076  MODELED GRAV-     980,598.7   (mgal)                       NAVD 88
 SB0076
 SB0076  VERT ORDER  -  SECOND    CLASS 0
 SB0076
 SB0076.The horizontal coordinates were scaled from a topographic map and have
 SB0076.an estimated accuracy of +/- 6 seconds.
 SB0076
 SB0076.The orthometric height was determined by differential leveling
 SB0076.and adjusted by the National Geodetic Survey in June 1991..
 SB0076.WARNING-Repeat measurements at this control monument indicate possible
 SB0076.vertical movement.
 SB0076
 SB0076.The geoid height was determined by GEOID03.
 SB0076
 SB0076.The dynamic height is computed by dividing the NAVD 88
 SB0076.geopotential number by the normal gravity value computed on the
 SB0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0076.degrees latitude (g = 980.6199 gals.).
 SB0076
 SB0076.The modeled gravity was interpolated from observed gravity values.
 SB0076
 SB0076;                    North         East    Units  Estimated Accuracy
 SB0076;SPC WA S     -   183,250.      506,340.      MT  (+/- 180 meters Scaled)
 SB0076
 SB0076                          SUPERSEDED SURVEY CONTROL
 SB0076
 SB0076  NGVD 29 (??/??/92)  501.922  (m)         1646.72   (f) ADJ UNCH    2 0
 SB0076
 SB0076.Superseded values are not recommended for survey control.
 SB0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0076.See file dsdata.txt to determine how the superseded data were derived.
 SB0076
 SB0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT964063(NAD 83)
 SB0076_MARKER: DD = SURVEY DISK
 SB0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0076_SP_SET: FOUNDATION
 SB0076_STAMPING: 1646 WASH
 SB0076_MARK LOGO: USGS  
 SB0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0076
 SB0076  HISTORY     - Date     Condition        Report By
 SB0076  HISTORY     - UNK      MONUMENTED       USGS
 SB0076  HISTORY     - 1934     GOOD             NGS
 SB0076  HISTORY     - 1982     GOOD             NGS
 SB0076  HISTORY     - 1989     GOOD             USPSQD
 SB0076
 SB0076                          STATION DESCRIPTION
 SB0076
 SB0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SB0076'IN KITTITAS.
 SB0076'ALONG THE RIGHT OF WAY OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0076'RAILROAD, 10 1-4 RAIL LENGTHS, APROXIMATELY 113 YARDS WEST OF MILE
 SB0076'POST 2054, 9 3-4 RAIL LENGTHS EAST OF THE STATION BUILDING AT
 SB0076'KITTITAS, 37 FEET EAST OF CROSSING, 9 FEET NORTH OF MAIN LINE TRACK,
 SB0076'SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHWESTERNLY OF TWO
 SB0076'CONCRETE BLOCK FOUNDATIONS OF ABANDONED RAILROAD WATER TANK, 12 INCHES
 SB0076'BELOW TOP OF BLOCK.
 SB0076
 SB0076                          STATION RECOVERY (1982)
 SB0076
 SB0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0076'RECOVERED IN GOOD CONDITION.
 SB0076
 SB0076                          STATION RECOVERY (1989)
 SB0076
 SB0076'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 SB0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1237 ***********************************************************************
 RZ1237  DESIGNATION -  1650.752
 RZ1237  PID         -  RZ1237
 RZ1237  STATE/COUNTY-  WA/GARFIELD
 RZ1237  USGS QUAD   -  DODGE (1981)
 RZ1237
 RZ1237                         *CURRENT SURVEY CONTROL
 RZ1237  ___________________________________________________________________
 RZ1237* NAD 83(1986)-  46 31 33.     (N)    117 47 42.     (W)     SCALED    
 RZ1237* NAVD 88     -       503.988  (meters)    1653.50   (feet)  POSTED    
 RZ1237  ___________________________________________________________________
 RZ1237  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 RZ1237  DYNAMIC HT  -         503.980 (meters)    1653.47  (feet)  COMP
 RZ1237  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 RZ1237
 RZ1237  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RZ1237
 RZ1237.The horizontal coordinates were scaled from a topographic map and have
 RZ1237.an estimated accuracy of +/- 6 seconds.
 RZ1237
 RZ1237.The orthometric height was determined by differential leveling
 RZ1237.and adjusted by the National Geodetic Survey in 1992..
 RZ1237.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RZ1237.rate of 0.0 thru 1.0 mm/km.
 RZ1237
 RZ1237.The geoid height was determined by GEOID03.
 RZ1237
 RZ1237.The dynamic height is computed by dividing the NAVD 88
 RZ1237.geopotential number by the normal gravity value computed on the
 RZ1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1237.degrees latitude (g = 980.6199 gals.).
 RZ1237
 RZ1237.The modeled gravity was interpolated from observed gravity values.
 RZ1237
 RZ1237;                    North         East    Units  Estimated Accuracy
 RZ1237;SPC WA S     -   136,100.      707,490.      MT  (+/- 180 meters Scaled)
 RZ1237
 RZ1237                          SUPERSEDED SURVEY CONTROL
 RZ1237
 RZ1237  NGVD 29 (??/??/92)  503.025  (m)         1650.34   (f) ADJ UNCH    2 0
 RZ1237
 RZ1237.Superseded values are not recommended for survey control.
 RZ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1237.See file dsdata.txt to determine how the superseded data were derived.
 RZ1237
 RZ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM390527(NAD 83)
 RZ1237_MARKER: Z = SEE DESCRIPTION
 RZ1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1237_SP_SET: SPIKE IN POLE
 RZ1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1237
 RZ1237  HISTORY     - Date     Condition        Report By
 RZ1237  HISTORY     - UNK      MONUMENTED       USGS
 RZ1237  HISTORY     - 1952     GOOD             NGS
 RZ1237
 RZ1237                          STATION DESCRIPTION
 RZ1237
 RZ1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ1237'1.5 MI NE FROM DODGE.
 RZ1237'1.5 MILES NORTHEAST ALONG U. S. HIGHWAY 295 FROM THE SERVICE STATION
 RZ1237'AT DODGE, AT THE SUMMIT OF A HILL, ON TOP OF THE NORTH BANK OF A CUT,
 RZ1237'70.0 FEET EAST OF BENCH MARK 13 L C, 26.3 FEET NORTH OF THE CENTER
 RZ1237'LINE OF THE HIGHWAY, 1.5 FEET SOUTH OF A FENCE, ABOUT 3 FEET HIGHER
 RZ1237'THAN THE HIGHWAY, AND DRIVEN IN THE BASE OF TELEPHONE POLE NO. 1037.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0468 ***********************************************************************
 SX0468  DESIGNATION -  1658 T
 SX0468  PID         -  SX0468
 SX0468  STATE/COUNTY-  WA/KITTITAS
 SX0468  USGS QUAD   -  THORP (1978)
 SX0468
 SX0468                         *CURRENT SURVEY CONTROL
 SX0468  ___________________________________________________________________
 SX0468* NAD 83(1986)-  47 05 14.     (N)    120 41 29.     (W)     SCALED    
 SX0468* NAVD 88     -       506.785  (meters)    1662.68   (feet)  ADJUSTED  
 SX0468  ___________________________________________________________________
 SX0468  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 SX0468  DYNAMIC HT  -         506.783 (meters)    1662.67  (feet)  COMP
 SX0468  MODELED GRAV-     980,595.0   (mgal)                       NAVD 88
 SX0468
 SX0468  VERT ORDER  -  FIRST     CLASS II
 SX0468
 SX0468.The horizontal coordinates were scaled from a topographic map and have
 SX0468.an estimated accuracy of +/- 6 seconds.
 SX0468
 SX0468.The orthometric height was determined by differential leveling
 SX0468.and adjusted by the National Geodetic Survey in June 1991..
 SX0468
 SX0468.The geoid height was determined by GEOID03.
 SX0468
 SX0468.The dynamic height is computed by dividing the NAVD 88
 SX0468.geopotential number by the normal gravity value computed on the
 SX0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0468.degrees latitude (g = 980.6199 gals.).
 SX0468
 SX0468.The modeled gravity was interpolated from observed gravity values.
 SX0468
 SX0468;                    North         East    Units  Estimated Accuracy
 SX0468;SPC WA S     -   194,970.      485,470.      MT  (+/- 180 meters Scaled)
 SX0468
 SX0468                          SUPERSEDED SURVEY CONTROL
 SX0468
 SX0468  NGVD 29 (??/??/92)  505.66   (m)         1659.0    (f) COMPUTED    1 2
 SX0468
 SX0468.Superseded values are not recommended for survey control.
 SX0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0468.See file dsdata.txt to determine how the superseded data were derived.
 SX0468
 SX0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT752174(NAD 83)
 SX0468_MARKER: P = PIPE CAP
 SX0468_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0468_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0468_STAMPING: 1658 T ELEV 1658.999 FT
 SX0468_MARK LOGO: USGS  
 SX0468_PROJECTION: PROJECTING 10 CENTIMETERS
 SX0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0468
 SX0468  HISTORY     - Date     Condition        Report By
 SX0468  HISTORY     - UNK      MONUMENTED       USGS
 SX0468  HISTORY     - 1944     GOOD             NGS
 SX0468  HISTORY     - 1982     GOOD             NGS
 SX0468  HISTORY     - 1987     GOOD             USPSQD
 SX0468
 SX0468                          STATION DESCRIPTION
 SX0468
 SX0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX0468'1.4 MI NW FROM THORP.
 SX0468'1.4 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0468'STATION AT THORP, SET NEAR THE CROSSING OF THE PUBLIC ROAD AND THE
 SX0468'TRACKS, ABOUT 200 FEET NORTH OF THE CROSSING, ABOUT 150 FEET NORTHEAST
 SX0468'OF THE TRACK, 29 FEET WEST OF THE CENTER-LINE OF THE ROAD, 4.2 FEET
 SX0468'NORTH OF THE CORNER FENCE POST, 1.1 FEET EAST OF THE FENCE, 1.9 FEET
 SX0468'SOUTH OF REFERENCE POST.  BENCH MARK CAP RIVETED ON TOP OF A 3
 SX0468'1/2-INCH IRON PIPE AND PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 SX0468
 SX0468                          STATION RECOVERY (1982)
 SX0468
 SX0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0468'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SX0468'2.55 KM (1.6 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SX0468'THE CROSSING AT SECOND STREET IN THORP, ON THE NORTH CORNER OF THE
 SX0468'INTERSECTION OF THORP HIGHWAY, 8.8 METERS (29 FT) WEST OF THE HIGHWAY,
 SX0468'45.6 METERS (150 FT) NORTHEAST OF THE NORTHEAST RAIL, 1.2 METERS (4
 SX0468'FT) NORTH OF A FENCE CORNER POST, 0.3 METER (1 FT) WEST OF A FENCE.
 SX0468'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 SX0468'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 SX0468
 SX0468                          STATION RECOVERY (1987)
 SX0468
 SX0468'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0469 ***********************************************************************
 SX0469  DESIGNATION -  1658 T RESET 1958
 SX0469  PID         -  SX0469
 SX0469  STATE/COUNTY-  WA/KITTITAS
 SX0469  USGS QUAD   -  THORP (1978)
 SX0469
 SX0469                         *CURRENT SURVEY CONTROL
 SX0469  ___________________________________________________________________
 SX0469* NAD 83(1986)-  47 05 13.     (N)    120 41 29.     (W)     SCALED    
 SX0469* NAVD 88     -       506.78   (+/-2cm)    1662.7    (feet)  VERTCON   
 SX0469  ___________________________________________________________________
 SX0469  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 SX0469
 SX0469  VERT ORDER  -  ? (See Below)
 SX0469
 SX0469.The horizontal coordinates were scaled from a topographic map and have
 SX0469.an estimated accuracy of +/- 6 seconds.
 SX0469
 SX0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0469.The vertical order pertains to the NGVD 29 superseded value.
 SX0469
 SX0469.The geoid height was determined by GEOID03.
 SX0469
 SX0469;                    North         East    Units  Estimated Accuracy
 SX0469;SPC WA S     -   194,940.      485,470.      MT  (+/- 180 meters Scaled)
 SX0469
 SX0469                          SUPERSEDED SURVEY CONTROL
 SX0469
 SX0469  NGVD 29 (??/??/92)  505.662  (m)         1658.99   (f) ADJ UNCH    ?  
 SX0469
 SX0469.Superseded values are not recommended for survey control.
 SX0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0469.See file dsdata.txt to determine how the superseded data were derived.
 SX0469
 SX0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT752174(NAD 83)
 SX0469_MARKER: P = PIPE CAP
 SX0469_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0469_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0469_STAMPING: ELEV 1658.999 FT 1658 T
 SX0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0469
 SX0469  HISTORY     - Date     Condition        Report By
 SX0469  HISTORY     - UNK      MONUMENTED       USGS
 SX0469  HISTORY     - 1958     GOOD             NGS
 SX0469
 SX0469                          STATION DESCRIPTION
 SX0469
 SX0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SX0469'1.4 MI NW FROM THORP.
 SX0469'1.4 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0469'STATION AT THORP, KITTITAS COUNTY, 200 FEET NORTH OF A ROAD CROSSING,
 SX0469'150 FEET NORTHEAST OF THE NORTHEAST RAIL, 29 FEET WEST OF THE
 SX0469'CENTERLINE OF THE ROAD, 4.2 FEET NORTH OF FENCE CORNER, 1.1 FEET EAST
 SX0469'OF THE FENCE, AND 1.9 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 SX0469'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED ELEV 1658.999 FT
 SX0469'1658 T AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 0.5
 SX0469'FOOT ABOVE GROUND.  NOTE-- IT WAS REPORTED IN 1933 THAT THIS MARK HAS
 SX0469'BEEN MOVED BY THE KITTITAS COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0163 ***********************************************************************
 SC0163  DESIGNATION -  16.590
 SC0163  PID         -  SC0163
 SC0163  STATE/COUNTY-  WA/COWLITZ
 SC0163  USGS QUAD   -  KELSO (1990)
 SC0163
 SC0163                         *CURRENT SURVEY CONTROL
 SC0163  ___________________________________________________________________
 SC0163* NAD 83(1986)-  46 08 08.     (N)    122 56 03.     (W)     SCALED    
 SC0163* NAVD 88     -         5.888  (meters)      19.32   (feet)  ADJUSTED  
 SC0163  ___________________________________________________________________
 SC0163  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SC0163  DYNAMIC HT  -           5.888 (meters)      19.32  (feet)  COMP
 SC0163  MODELED GRAV-     980,706.9   (mgal)                       NAVD 88
 SC0163
 SC0163  VERT ORDER  -  FIRST     CLASS II
 SC0163
 SC0163.The horizontal coordinates were scaled from a topographic map and have
 SC0163.an estimated accuracy of +/- 6 seconds.
 SC0163
 SC0163.The orthometric height was determined by differential leveling
 SC0163.and adjusted by the National Geodetic Survey in June 1991..
 SC0163
 SC0163.The geoid height was determined by GEOID03.
 SC0163
 SC0163.The dynamic height is computed by dividing the NAVD 88
 SC0163.geopotential number by the normal gravity value computed on the
 SC0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0163.degrees latitude (g = 980.6199 gals.).
 SC0163
 SC0163.The modeled gravity was interpolated from observed gravity values.
 SC0163
 SC0163;                    North         East    Units  Estimated Accuracy
 SC0163;SPC WA S     -    92,070.      311,940.      MT  (+/- 180 meters Scaled)
 SC0163
 SC0163                          SUPERSEDED SURVEY CONTROL
 SC0163
 SC0163  NGVD 29 (??/??/92)    4.895  (m)           16.06   (f) ADJ UNCH    1 2
 SC0163
 SC0163.Superseded values are not recommended for survey control.
 SC0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0163.See file dsdata.txt to determine how the superseded data were derived.
 SC0163
 SC0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES050091(NAD 83)
 SC0163_MARKER: DD = SURVEY DISK
 SC0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0163_SP_SET: CONCRETE POST
 SC0163_STAMPING: ELEV. 16.590 CBM
 SC0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0163+STABILITY: SURFACE MOTION
 SC0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0163+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 SC0163
 SC0163  HISTORY     - Date     Condition        Report By
 SC0163  HISTORY     - UNK      MONUMENTED       LOCENG
 SC0163  HISTORY     - 1962     GOOD             NGS
 SC0163  HISTORY     - 1987     GOOD             NGS
 SC0163  HISTORY     - 1989     GOOD             USPSQD
 SC0163  HISTORY     - 20040504 GOOD             USPSQD
 SC0163  HISTORY     - 20060801 GOOD             USPSQD
 SC0163
 SC0163                          STATION DESCRIPTION
 SC0163
 SC0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0163'IN LONGVIEW.
 SC0163'AT THE CENTER OF THE INTERSECTION OF COMMERCE AVENUE AND HEMLOCK
 SC0163'STREET, ENCASED IN AN IRON BOX UNDER AN IRON COVER.
 SC0163
 SC0163                          STATION RECOVERY (1987)
 SC0163
 SC0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0163'RECOVERED IN GOOD CONDITION.
 SC0163
 SC0163                          STATION RECOVERY (1989)
 SC0163
 SC0163'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0163'RECOVERED IN GOOD CONDITION.
 SC0163
 SC0163                          STATION RECOVERY (2004)
 SC0163
 SC0163'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC0163'RECOVERED IN GOOD CONDITION.
 SC0163
 SC0163                          STATION RECOVERY (2006)
 SC0163
 SC0163'RECOVERY NOTE BY US POWER SQUADRON 2006 (CJ)
 SC0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0442 ***********************************************************************
 TO0442  DESIGNATION -  1668 S
 TO0442  PID         -  TO0442
 TO0442  STATE/COUNTY-  WA/STEVENS
 TO0442  USGS QUAD   -  CHEWELAH (1992)
 TO0442
 TO0442                         *CURRENT SURVEY CONTROL
 TO0442  ___________________________________________________________________
 TO0442* NAD 83(1986)-  48 16 26.     (N)    117 42 56.     (W)     SCALED    
 TO0442* NAVD 88     -       508.575  (meters)    1668.55   (feet)  ADJUSTED  
 TO0442  ___________________________________________________________________
 TO0442  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 TO0442  DYNAMIC HT  -         508.635 (meters)    1668.75  (feet)  COMP
 TO0442  MODELED GRAV-     980,712.5   (mgal)                       NAVD 88
 TO0442
 TO0442  VERT ORDER  -  FIRST     CLASS II
 TO0442
 TO0442.The horizontal coordinates were scaled from a topographic map and have
 TO0442.an estimated accuracy of +/- 6 seconds.
 TO0442
 TO0442.The orthometric height was determined by differential leveling
 TO0442.and adjusted by the National Geodetic Survey in June 1991..
 TO0442
 TO0442.The geoid height was determined by GEOID03.
 TO0442
 TO0442.The dynamic height is computed by dividing the NAVD 88
 TO0442.geopotential number by the normal gravity value computed on the
 TO0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0442.degrees latitude (g = 980.6199 gals.).
 TO0442
 TO0442.The modeled gravity was interpolated from observed gravity values.
 TO0442
 TO0442;                    North         East    Units  Estimated Accuracy
 TO0442;SPC WA N     -   146,320.      731,360.      MT  (+/- 180 meters Scaled)
 TO0442
 TO0442                          SUPERSEDED SURVEY CONTROL
 TO0442
 TO0442  NGVD 29 (??/??/92)  507.362  (m)         1664.57   (f) ADJ UNCH    1 2
 TO0442
 TO0442.Superseded values are not recommended for survey control.
 TO0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0442.See file dsdata.txt to determine how the superseded data were derived.
 TO0442
 TO0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP469469(NAD 83)
 TO0442_MARKER: P = PIPE CAP
 TO0442_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0442_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TO0442_STAMPING: 1668 S
 TO0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0442
 TO0442  HISTORY     - Date     Condition        Report By
 TO0442  HISTORY     - UNK      MONUMENTED       USGS
 TO0442  HISTORY     - 1931     GOOD             NGS
 TO0442  HISTORY     - 1936     MARK NOT FOUND   USGS
 TO0442  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 TO0442
 TO0442                          STATION DESCRIPTION
 TO0442
 TO0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 TO0442'IN CHEWELAH.
 TO0442'IN CHEWELAH, ABOUT 100 YARDS NORTH OF CHEWELAH DEPOT, OF G.N.R.R., 7
 TO0442'FEET EAST OF EAST TRACK, 40 FEET WEST OF U.S. HIWAY NO. 395, EAST
 TO0442'ACROSS TRACKS FROM MORRIS LUMBER CO. YARD.  TOP OF PIPE FLUSH WITH
 TO0442'CINDERS AND MAY EASILY BECOME COVERED IN FUTURE.  APPARENTLY IN GOOD
 TO0442'CONDITION.  NOTE-- CROSS-TIES STACKED OVER POINT.
 TO0442
 TO0442                          STATION RECOVERY (1936)
 TO0442
 TO0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 TO0442'MARK NOT FOUND.
 TO0442
 TO0442                          STATION RECOVERY (2003)
 TO0442
 TO0442'RECOVERY NOTE BY US POWER SQUADRON 2003 (JER)
 TO0442'RECOVERY BY THREE USPS MEMBERS (SHARED EQUALLY)-
 TO0442'JAMES E. ROEBER (C028220)
 TO0442'JEAN C. ROEBER (E062706)
 TO0442'JOHN L. WHITEHILL (E108128)
 TO0442' 
 TO0442'CHEWELAH DEPOT AND MORRIS LUMBER CO. YARD (REFERENCED ON DATA SHEET)
 TO0442'NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0448 ***********************************************************************
 TO0448  DESIGNATION -  1670 S
 TO0448  PID         -  TO0448
 TO0448  STATE/COUNTY-  WA/STEVENS
 TO0448  USGS QUAD   -  VALLEY (1992)
 TO0448
 TO0448                         *CURRENT SURVEY CONTROL
 TO0448  ___________________________________________________________________
 TO0448* NAD 83(1986)-  48 10 30.     (N)    117 43 37.     (W)     SCALED    
 TO0448* NAVD 88     -       509.100  (meters)    1670.27   (feet)  ADJUSTED  
 TO0448  ___________________________________________________________________
 TO0448  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 TO0448  DYNAMIC HT  -         509.156 (meters)    1670.46  (feet)  COMP
 TO0448  MODELED GRAV-     980,705.5   (mgal)                       NAVD 88
 TO0448
 TO0448  VERT ORDER  -  FIRST     CLASS II
 TO0448
 TO0448.The horizontal coordinates were scaled from a topographic map and have
 TO0448.an estimated accuracy of +/- 6 seconds.
 TO0448
 TO0448.The orthometric height was determined by differential leveling
 TO0448.and adjusted by the National Geodetic Survey in June 1991..
 TO0448
 TO0448.The geoid height was determined by GEOID03.
 TO0448
 TO0448.The dynamic height is computed by dividing the NAVD 88
 TO0448.geopotential number by the normal gravity value computed on the
 TO0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0448.degrees latitude (g = 980.6199 gals.).
 TO0448
 TO0448.The modeled gravity was interpolated from observed gravity values.
 TO0448
 TO0448;                    North         East    Units  Estimated Accuracy
 TO0448;SPC WA N     -   135,300.      730,950.      MT  (+/- 180 meters Scaled)
 TO0448
 TO0448                          SUPERSEDED SURVEY CONTROL
 TO0448
 TO0448  NGVD 29 (??/??/92)  507.898  (m)         1666.33   (f) ADJ UNCH    1 2
 TO0448
 TO0448.Superseded values are not recommended for survey control.
 TO0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0448.See file dsdata.txt to determine how the superseded data were derived.
 TO0448
 TO0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP459360(NAD 83)
 TO0448_MARKER: P = PIPE CAP
 TO0448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0448_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TO0448_STAMPING: 1670 S
 TO0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0448
 TO0448  HISTORY     - Date     Condition        Report By
 TO0448  HISTORY     - UNK      MONUMENTED       USGS
 TO0448  HISTORY     - 1936     GOOD             NGS
 TO0448
 TO0448                          STATION DESCRIPTION
 TO0448
 TO0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 TO0448'IN VALLEY DEPOT.
 TO0448'AT VALLEY DEPOT, ON G.N.R.R., 135 FEET SOUTH OF VALLEY DEPOT, 40 FEET
 TO0448'WEST OF TRACK, ABOUT ON POLE LINE, 30 FEET SOUTH OF ROAD CROSSING
 TO0448'TRACKS, 6 FEET E OF DWELLING HOUSE, PROJECTS ONE FOOT ABOVE GROUND.
 TO0448'U.S.G.S. STANDARD IRON PIPE WITH CAP.  NOTE-- STAMPING UNREADIBLE FROM
 TO0448'SCARRING.  PIPE APPEARS IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0064 ***********************************************************************
 SW0064  DESIGNATION -  1672
 SW0064  PID         -  SW0064
 SW0064  STATE/COUNTY-  WA/LINCOLN
 SW0064  USGS QUAD   -  FORT SPOKANE (1985)
 SW0064
 SW0064                         *CURRENT SURVEY CONTROL
 SW0064  ___________________________________________________________________
 SW0064* NAD 83(1986)-  47 54 04.     (N)    118 18 02.     (W)     SCALED    
 SW0064* NAVD 88     -       510.56   (+/-2cm)    1675.1    (feet)  VERTCON   
 SW0064  ___________________________________________________________________
 SW0064  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 SW0064
 SW0064  VERT ORDER  -  ? (See Below)
 SW0064
 SW0064.The horizontal coordinates were scaled from a topographic map and have
 SW0064.an estimated accuracy of +/- 6 seconds.
 SW0064
 SW0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0064.The vertical order pertains to the NGVD 29 superseded value.
 SW0064
 SW0064.The geoid height was determined by GEOID03.
 SW0064
 SW0064;                    North         East    Units  Estimated Accuracy
 SW0064;SPC WA N     -   103,300.      689,330.      MT  (+/- 180 meters Scaled)
 SW0064
 SW0064                          SUPERSEDED SURVEY CONTROL
 SW0064
 SW0064  NGVD 29 (??/??/92)  509.356  (m)         1671.11   (f) ADJ UNCH    ?  
 SW0064
 SW0064.Superseded values are not recommended for survey control.
 SW0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0064.See file dsdata.txt to determine how the superseded data were derived.
 SW0064
 SW0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP028061(NAD 83)
 SW0064_MARKER: P = PIPE CAP
 SW0064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0064_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0064_STAMPING: 1672
 SW0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0064
 SW0064  HISTORY     - Date     Condition        Report By
 SW0064  HISTORY     - UNK      MONUMENTED       USGS
 SW0064  HISTORY     - 1940     GOOD             NGS
 SW0064  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0064
 SW0064                          STATION DESCRIPTION
 SW0064
 SW0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SW0064'11.0 MI NW FROM NORTH STAR GRANGE.
 SW0064'ABOUT 11.0 MILES NORTHWEST ALONG A ROAD FROM NORTH STAR GRANGE,
 SW0064'LINCOLN COUNTY, ABOUT 0.7 MILE SOUTHEAST OF THE MAIN ENTRANCE TO FORT
 SW0064'SPOKANE, ABOUT 300 FEET EAST OF A CURVE SIGN ON THE SOUTH SIDE OF THE
 SW0064'ROAD, AT THE POINT WHERE THE ROAD MAKES A SHORT STEEP DESCENT, ABOUT
 SW0064'125 FEET WEST OF TWO 10-INCH PINE TREES ABOUT 10 FEET APART, 50 FEET
 SW0064'NORTH OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A UNITED
 SW0064'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1672 AND RIVETED ON THE
 SW0064'TOP OF A 3-1/2 INCH IRON PIPE.
 SW0064
 SW0064                          STATION RECOVERY (1966)
 SW0064
 SW0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0461 ***********************************************************************
 SW0461  DESIGNATION -  1676
 SW0461  PID         -  SW0461
 SW0461  STATE/COUNTY-  WA/GRANT
 SW0461  USGS QUAD   -  COULEE CITY (1965)
 SW0461
 SW0461                         *CURRENT SURVEY CONTROL
 SW0461  ___________________________________________________________________
 SW0461* NAD 83(1986)-  47 33 52.     (N)    119 17 47.     (W)     SCALED    
 SW0461* NAVD 88     -       511.561  (meters)    1678.35   (feet)  ADJUSTED  
 SW0461  ___________________________________________________________________
 SW0461  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 SW0461  DYNAMIC HT  -         511.603 (meters)    1678.48  (feet)  COMP
 SW0461  MODELED GRAV-     980,679.5   (mgal)                       NAVD 88
 SW0461
 SW0461  VERT ORDER  -  SECOND    CLASS 0
 SW0461
 SW0461.The horizontal coordinates were scaled from a topographic map and have
 SW0461.an estimated accuracy of +/- 6 seconds.
 SW0461
 SW0461.The orthometric height was determined by differential leveling
 SW0461.and adjusted by the National Geodetic Survey in June 1991..
 SW0461
 SW0461.The geoid height was determined by GEOID03.
 SW0461
 SW0461.The dynamic height is computed by dividing the NAVD 88
 SW0461.geopotential number by the normal gravity value computed on the
 SW0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0461.degrees latitude (g = 980.6199 gals.).
 SW0461
 SW0461.The modeled gravity was interpolated from observed gravity values.
 SW0461
 SW0461;                    North         East    Units  Estimated Accuracy
 SW0461;SPC WA S     -   248,700.      590,580.      MT  (+/- 180 meters Scaled)
 SW0461
 SW0461                          SUPERSEDED SURVEY CONTROL
 SW0461
 SW0461  NGVD 29 (??/??/92)  510.395  (m)         1674.52   (f) ADJ UNCH    2 0
 SW0461
 SW0461.Superseded values are not recommended for survey control.
 SW0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0461.See file dsdata.txt to determine how the superseded data were derived.
 SW0461
 SW0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN272704(NAD 83)
 SW0461_MARKER: Q = CHISELED SQUARE
 SW0461_SETTING: 0 = UNSPECIFIED SETTING
 SW0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0461
 SW0461  HISTORY     - Date     Condition        Report By
 SW0461  HISTORY     - UNK      MONUMENTED       USGS
 SW0461  HISTORY     - 1934     GOOD             NGS
 SW0461  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0461
 SW0461                          STATION DESCRIPTION
 SW0461
 SW0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0461'5.2 MI SE FROM COULEE CITY.
 SW0461'5.2 MI. SE ALONG THE N.P. RR. FROM RR. STATION.  ALONG THE RIGHT OF
 SW0461'WAY OF THE NORTHERN PACIFIC RAILROAD, 92 RAIL LENGTHS (APPROXIMATELY
 SW0461'920 YARDS) NORTH WEST OF MILE POST 111, AND 22 FEET SOUTH WEST OF THE
 SW0461'TRACK.
 SW0461
 SW0461                          STATION RECOVERY (1968)
 SW0461
 SW0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0092 ***********************************************************************
 SB0092  DESIGNATION -  1679 BOR
 SB0092  PID         -  SB0092
 SB0092  STATE/COUNTY-  WA/KITTITAS
 SB0092  USGS QUAD   -  EAST KITTITAS (1953)
 SB0092
 SB0092                         *CURRENT SURVEY CONTROL
 SB0092  ___________________________________________________________________
 SB0092* NAD 83(1986)-  46 54 42.     (N)    120 22 10.     (W)     SCALED    
 SB0092* NAVD 88     -       512.909  (meters)    1682.77   (feet)  ADJUSTED  
 SB0092  ___________________________________________________________________
 SB0092  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 SB0092  DYNAMIC HT  -         512.907 (meters)    1682.76  (feet)  COMP
 SB0092  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 SB0092
 SB0092  VERT ORDER  -  SECOND    CLASS 0
 SB0092
 SB0092.The horizontal coordinates were scaled from a topographic map and have
 SB0092.an estimated accuracy of +/- 6 seconds.
 SB0092
 SB0092.The orthometric height was determined by differential leveling
 SB0092.and adjusted by the National Geodetic Survey in June 1991..
 SB0092
 SB0092.The geoid height was determined by GEOID03.
 SB0092
 SB0092.The dynamic height is computed by dividing the NAVD 88
 SB0092.geopotential number by the normal gravity value computed on the
 SB0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0092.degrees latitude (g = 980.6199 gals.).
 SB0092
 SB0092.The modeled gravity was interpolated from observed gravity values.
 SB0092
 SB0092;                    North         East    Units  Estimated Accuracy
 SB0092;SPC WA S     -   175,440.      509,950.      MT  (+/- 180 meters Scaled)
 SB0092
 SB0092                          SUPERSEDED SURVEY CONTROL
 SB0092
 SB0092  NGVD 29 (??/??/92)  511.790  (m)         1679.10   (f) ADJ UNCH    2 0
 SB0092
 SB0092.Superseded values are not recommended for survey control.
 SB0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0092.See file dsdata.txt to determine how the superseded data were derived.
 SB0092
 SB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS003987(NAD 83)
 SB0092_MARKER: DD = SURVEY DISK
 SB0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0092_SP_SET: BRIDGE
 SB0092_STAMPING: 1679
 SB0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0092
 SB0092  HISTORY     - Date     Condition        Report By
 SB0092  HISTORY     - UNK      MONUMENTED       BOR
 SB0092  HISTORY     - 1947     GOOD             NGS
 SB0092  HISTORY     - 1989     GOOD             USPSQD
 SB0092
 SB0092                          STATION DESCRIPTION
 SB0092
 SB0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0092'4.7 MI S FROM EAST KITTITAS.
 SB0092'3.6 MILES SOUTH ALONG A COUNTY GRAVEL ROAD FROM THE CHICAGO,
 SB0092'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT EAST KITTITAS,
 SB0092'THENCE 1.1 MILES SOUTH ALONG BADGER ROAD, AT THE CROSSING OF AN
 SB0092'EAST-WEST ROAD, SET IN THE CENTER AND TOP OF THE NORTH CONCRETE
 SB0092'HEADWALL OF A CONCRETE BRIDGE OVER AN IRRIGATION CANAL, AND 1.7 FOOT
 SB0092'ABOVE THE PAVEMENT.
 SB0092
 SB0092                          STATION RECOVERY (1989)
 SB0092
 SB0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SB0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1241 ***********************************************************************
 RZ1241  DESIGNATION -  1683.907
 RZ1241  PID         -  RZ1241
 RZ1241  STATE/COUNTY-  WA/GARFIELD
 RZ1241  USGS QUAD   -  DODGE (1981)
 RZ1241
 RZ1241                         *CURRENT SURVEY CONTROL
 RZ1241  ___________________________________________________________________
 RZ1241* NAD 83(1986)-  46 31 56.     (N)    117 46 56.     (W)     SCALED    
 RZ1241* NAVD 88     -       514.144  (meters)    1686.82   (feet)  POSTED    
 RZ1241  ___________________________________________________________________
 RZ1241  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 RZ1241  DYNAMIC HT  -         514.140 (meters)    1686.81  (feet)  COMP
 RZ1241  MODELED GRAV-     980,588.0   (mgal)                       NAVD 88
 RZ1241
 RZ1241  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RZ1241
 RZ1241.The horizontal coordinates were scaled from a topographic map and have
 RZ1241.an estimated accuracy of +/- 6 seconds.
 RZ1241
 RZ1241.The orthometric height was determined by differential leveling
 RZ1241.and adjusted by the National Geodetic Survey in 1992..
 RZ1241.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RZ1241.rate of 0.0 thru 1.0 mm/km.
 RZ1241
 RZ1241.The geoid height was determined by GEOID03.
 RZ1241
 RZ1241.The dynamic height is computed by dividing the NAVD 88
 RZ1241.geopotential number by the normal gravity value computed on the
 RZ1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1241.degrees latitude (g = 980.6199 gals.).
 RZ1241
 RZ1241.The modeled gravity was interpolated from observed gravity values.
 RZ1241
 RZ1241;                    North         East    Units  Estimated Accuracy
 RZ1241;SPC WA S     -   136,850.      708,440.      MT  (+/- 180 meters Scaled)
 RZ1241
 RZ1241                          SUPERSEDED SURVEY CONTROL
 RZ1241
 RZ1241  NGVD 29 (??/??/92)  513.178  (m)         1683.65   (f) ADJ UNCH    2 0
 RZ1241
 RZ1241.Superseded values are not recommended for survey control.
 RZ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1241.See file dsdata.txt to determine how the superseded data were derived.
 RZ1241
 RZ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM400534(NAD 83)
 RZ1241_MARKER: S = SPIKE
 RZ1241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1241_SP_SET: SPIKE IN POLE
 RZ1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1241
 RZ1241  HISTORY     - Date     Condition        Report By
 RZ1241  HISTORY     - UNK      MONUMENTED       USGS
 RZ1241  HISTORY     - 1952     GOOD             NGS
 RZ1241
 RZ1241                          STATION DESCRIPTION
 RZ1241
 RZ1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ1241'2.8 MI NE FROM DODGE.
 RZ1241'2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 295 FROM THE SERVICE STATION AT
 RZ1241'DODGE, NEAR THE SUMMIT OF A HILL, 117 FEET NORTHEAST OF BENCH MARK 12
 RZ1241'LC (U.S.G.S.), 71 FEET SOUTHWEST OF THE CENTER OF THE T JUNCTION OF
 RZ1241'THE KUHL RIDGE ROAD LEADING SOUTHEAST, 24.5 FEET NORTHWEST OF THE
 RZ1241'CENTER LINE OF THE HIGHWAY, 5.0 FEET SOUTHEAST OF A FENCE, ABOUT 1
 RZ1241'FOOT HIGHER THAN THE HIGHWAY, A SPIKE DRIVEN IN THE BASE OF TELEPHONE
 RZ1241'POLE NO. 1073.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1357 ***********************************************************************
 SA1357  DESIGNATION -  1689 WASH
 SA1357  PID         -  SA1357
 SA1357  STATE/COUNTY-  WA/BENTON
 SA1357  USGS QUAD   -  PROSSER (1965)
 SA1357
 SA1357                         *CURRENT SURVEY CONTROL
 SA1357  ___________________________________________________________________
 SA1357* NAD 83(1991)-  46 07 38.96446(N)    119 51 55.45098(W)     ADJUSTED  
 SA1357* NAVD 88     -       515.554  (meters)    1691.45   (feet)  ADJUSTED  
 SA1357  ___________________________________________________________________
 SA1357  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 SA1357  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SA1357  DYNAMIC HT  -         515.544 (meters)    1691.41  (feet)  COMP
 SA1357  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 SA1357
 SA1357  HORZ ORDER  -  THIRD
 SA1357  VERT ORDER  -  SECOND    CLASS 0
 SA1357
 SA1357.The horizontal coordinates were established by classical geodetic methods
 SA1357.and adjusted by the National Geodetic Survey in December 1991..
 SA1357.No horizontal observational check was made to the station.
 SA1357
 SA1357.The orthometric height was determined by differential leveling
 SA1357.and adjusted by the National Geodetic Survey in June 1991..
 SA1357
 SA1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1357
 SA1357.The geoid height was determined by GEOID03.
 SA1357
 SA1357.The dynamic height is computed by dividing the NAVD 88
 SA1357.geopotential number by the normal gravity value computed on the
 SA1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1357.degrees latitude (g = 980.6199 gals.).
 SA1357
 SA1357.The modeled gravity was interpolated from observed gravity values.
 SA1357
 SA1357;                    North         East     Units Scale Factor Converg.
 SA1357;SPC WA S     -    88,467.566   549,041.786   MT  0.99994630   +0 27 39.5
 SA1357;SPC WA S     -   290,247.34  1,801,314.59   sFT  0.99994630   +0 27 39.5
 SA1357;UTM  11      - 5,112,204.564   278,638.870   MT  1.00020241   -2 03 59.2
 SA1357
 SA1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1357!SPC WA S     -   0.99992252  x   0.99994630  =   0.99986882
 SA1357!UTM  11      -   0.99992252  x   1.00020241  =   1.00012491
 SA1357
 SA1357                          SUPERSEDED SURVEY CONTROL
 SA1357
 SA1357  NAD 83(1991)-  46 07 38.96851(N)    119 51 55.45284(W) AD(       ) 3
 SA1357  NAD 83(1986)-  46 07 38.97372(N)    119 51 55.44208(W) AD(       ) 3
 SA1357  NAD 27      -  46 07 39.49267(N)    119 51 51.32008(W) AD(       ) 3
 SA1357  NGVD 29 (??/??/92)  514.506  (m)         1688.01   (f) ADJ UNCH    2 0
 SA1357
 SA1357.Superseded values are not recommended for survey control.
 SA1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1357.See file dsdata.txt to determine how the superseded data were derived.
 SA1357
 SA1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM7863912205(NAD 83)
 SA1357_MARKER: P = PIPE CAP
 SA1357_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1357_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1357_STAMPING: 1689 WASH 1915
 SA1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1357
 SA1357  HISTORY     - Date     Condition        Report By
 SA1357  HISTORY     - 1915     MONUMENTED       USGS
 SA1357  HISTORY     - 1950     GOOD             NGS
 SA1357
 SA1357                          STATION DESCRIPTION
 SA1357
 SA1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SA1357'10.9 MI SW FROM PROSSER.
 SA1357'ABOUT 6.0 MILES SOUTH ALONG KINNEY WAY AND LINCOLN ROAD FROM THE
 SA1357'PROSSER ELEMENTARY SCHOOL, THENCE 4.9 MILES WEST ALONG SELLARDS ROAD,
 SA1357'25.0 FEET EAST OF THE BENTON - YAKIMA COUNTY LINE, 20.0 FEET NORTH OF
 SA1357'THE CENTER LINE OF THE ROAD, 16.4 FEET SOUTHEAST OF A POWER LINE POLE,
 SA1357'2.4 FEET SOUTH OF A WITNESS POST, 1 1/2 FEET HIGHER THAN THE ROAD, AND
 SA1357'RIVETED ON TOP OF AN IRON PIPE PROJECTING 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0464 ***********************************************************************
 SW0464  DESIGNATION -  169.30
 SW0464  PID         -  SW0464
 SW0464  STATE/COUNTY-  WA/GRANT
 SW0464  USGS QUAD   -  COULEE CITY (1965)
 SW0464
 SW0464                         *CURRENT SURVEY CONTROL
 SW0464  ___________________________________________________________________
 SW0464* NAD 83(1986)-  47 36 58.     (N)    119 15 48.     (W)     SCALED    
 SW0464* NAVD 88     -       516.48   (+/-2cm)    1694.5    (feet)  VERTCON   
 SW0464  ___________________________________________________________________
 SW0464  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 SW0464
 SW0464  VERT ORDER  -  ? (See Below)
 SW0464
 SW0464.The horizontal coordinates were scaled from a topographic map and have
 SW0464.an estimated accuracy of +/- 6 seconds.
 SW0464
 SW0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0464.The vertical order pertains to the NGVD 29 superseded value.
 SW0464
 SW0464.The geoid height was determined by GEOID03.
 SW0464
 SW0464;                    North         East    Units  Estimated Accuracy
 SW0464;SPC WA S     -   254,480.      592,970.      MT  (+/- 180 meters Scaled)
 SW0464
 SW0464                          SUPERSEDED SURVEY CONTROL
 SW0464
 SW0464  NGVD 29 (??/??/92)  515.313  (m)         1690.66   (f) ADJ UNCH    ?  
 SW0464
 SW0464.Superseded values are not recommended for survey control.
 SW0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0464.See file dsdata.txt to determine how the superseded data were derived.
 SW0464
 SW0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN299761(NAD 83)
 SW0464_MARKER: Q = CHISELED SQUARE
 SW0464_SETTING: 66 = SET IN ROCK OUTCROP
 SW0464_SP_SET: ROCK
 SW0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0464+STABILITY: POSITION/ELEVATION WELL
 SW0464
 SW0464  HISTORY     - Date     Condition        Report By
 SW0464  HISTORY     - UNK      MONUMENTED       USGS
 SW0464  HISTORY     - 1934     GOOD             NGS
 SW0464  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0464
 SW0464                          STATION DESCRIPTION
 SW0464
 SW0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0464'1.8 MI NW FROM COULEE CITY.
 SW0464'1.8 MI. EAST OF COULEE CITY ALONG N.P.R.R. ALONG RIGHT OF WAY OF THE
 SW0464'NORTHERN PACIFIC R.R.  COULEE CITY, 1.8 MILES NORTHWEST OF, 400 FEET
 SW0464'NORTHWEST OF SWITCH, 25 FEET SOUTHWEST OF TRACK, 2 FEET ABOVE GROUND,
 SW0464'ON NORTH END OF LARGE LAVA OUTCROP.  CHISELED SQUARE, TELEPHONE POLE
 SW0464'50 FEET NORTH PAINTED U.S.B.M. 1693.0.
 SW0464
 SW0464                          STATION RECOVERY (1968)
 SW0464
 SW0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0446 ***********************************************************************
 TR0446  DESIGNATION -  17
 TR0446  PID         -  TR0446
 TR0446  STATE/COUNTY-  WA/ISLAND
 TR0446  USGS QUAD   -  OAK HARBOR (1973)
 TR0446
 TR0446                         *CURRENT SURVEY CONTROL
 TR0446  ___________________________________________________________________
 TR0446* NAD 83(1986)-  48 16 25.     (N)    122 37 45.     (W)     SCALED    
 TR0446* NAVD 88     -        17.835  (meters)      58.51   (feet)  ADJUSTED  
 TR0446  ___________________________________________________________________
 TR0446  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 TR0446  DYNAMIC HT  -          17.839 (meters)      58.53  (feet)  COMP
 TR0446  MODELED GRAV-     980,835.4   (mgal)                       NAVD 88
 TR0446
 TR0446  VERT ORDER  -  FIRST     CLASS II
 TR0446
 TR0446.This mark is at Oak Harbor Air Park  (76S)
 TR0446
 TR0446.The horizontal coordinates were scaled from a topographic map and have
 TR0446.an estimated accuracy of +/- 6 seconds.
 TR0446
 TR0446.The orthometric height was determined by differential leveling
 TR0446.and adjusted by the National Geodetic Survey in June 1991..
 TR0446
 TR0446.The geoid height was determined by GEOID03.
 TR0446
 TR0446.The dynamic height is computed by dividing the NAVD 88
 TR0446.geopotential number by the normal gravity value computed on the
 TR0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0446.degrees latitude (g = 980.6199 gals.).
 TR0446
 TR0446.The modeled gravity was interpolated from observed gravity values.
 TR0446
 TR0446;                    North         East    Units  Estimated Accuracy
 TR0446;SPC WA N     -   143,160.      366,720.      MT  (+/- 180 meters Scaled)
 TR0446
 TR0446                          SUPERSEDED SURVEY CONTROL
 TR0446
 TR0446  NGVD 29 (??/??/92)   16.691  (m)           54.76   (f) ADJ UNCH    1 2
 TR0446
 TR0446.Superseded values are not recommended for survey control.
 TR0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0446.See file dsdata.txt to determine how the superseded data were derived.
 TR0446
 TR0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU275467(NAD 83)
 TR0446_MARKER: B = BOLT
 TR0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0446+STABILITY: SURFACE MOTION
 TR0446
 TR0446  HISTORY     - Date     Condition        Report By
 TR0446  HISTORY     - UNK      MONUMENTED       DOD
 TR0446  HISTORY     - 1952     GOOD             NGS
 TR0446  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0446
 TR0446                          STATION DESCRIPTION
 TR0446
 TR0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0446'2.0 MI SE FROM OAK HARBOR.
 TR0446'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0446'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0446'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.25 MILE SOUTH
 TR0446'ALONG CORAL SEA AVENUE, THENCE 0.8 MILE SOUTHWEST ALONG THE SOUTHWEST
 TR0446'FORK OF CORAL SEA AVENUE, 154 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 TR0446'LARGE LUMBER-STORAGE BARN, 8 1/2 FEET WEST OF THE CENTER LINE OF THE
 TR0446'AVENUE, 7 FEET EAST OF THE CENTER OF THE WEST DITCH OF THE AVENUE, 0.5
 TR0446'FOOT BELOW THE AVENUE SURFACE, AND SET IN THE TOP OF A CONCRETE POST
 TR0446'WHICH IS ENCASED BY A 6-INCH STEEL PIPE WITH A CAST IRON COVER.
 TR0446
 TR0446                          STATION RECOVERY (1973)
 TR0446
 TR0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0680 ***********************************************************************
 TP0680  DESIGNATION -  17 AA
 TP0680  PID         -  TP0680
 TP0680  STATE/COUNTY-  WA/OKANOGAN
 TP0680  USGS QUAD   -  CORRAL BUTTE (1981)
 TP0680
 TP0680                         *CURRENT SURVEY CONTROL
 TP0680  ___________________________________________________________________
 TP0680* NAD 83(1986)-  48 51 06.     (N)    119 55 54.     (W)     SCALED    
 TP0680* NAVD 88     -      1670.622  (meters)    5481.03   (feet)  ADJUSTED  
 TP0680  ___________________________________________________________________
 TP0680  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 TP0680  DYNAMIC HT  -        1670.523 (meters)    5480.71  (feet)  COMP
 TP0680  MODELED GRAV-     980,491.2   (mgal)                       NAVD 88
 TP0680
 TP0680  VERT ORDER  -  SECOND    CLASS 0
 TP0680
 TP0680.The horizontal coordinates were scaled from a topographic map and have
 TP0680.an estimated accuracy of +/- 6 seconds.
 TP0680
 TP0680.The orthometric height was determined by differential leveling
 TP0680.and adjusted by the National Geodetic Survey in June 1991..
 TP0680
 TP0680.The geoid height was determined by GEOID03.
 TP0680
 TP0680.The dynamic height is computed by dividing the NAVD 88
 TP0680.geopotential number by the normal gravity value computed on the
 TP0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0680.degrees latitude (g = 980.6199 gals.).
 TP0680
 TP0680.The modeled gravity was interpolated from observed gravity values.
 TP0680
 TP0680;                    North         East    Units  Estimated Accuracy
 TP0680;SPC WA N     -   206,270.      566,170.      MT  (+/- 180 meters Scaled)
 TP0680
 TP0680                          SUPERSEDED SURVEY CONTROL
 TP0680
 TP0680  NGVD 29 (??/??/92) 1669.137  (m)         5476.16   (f) ADJ UNCH    2 0
 TP0680
 TP0680.Superseded values are not recommended for survey control.
 TP0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0680.See file dsdata.txt to determine how the superseded data were derived.
 TP0680
 TP0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ849151(NAD 83)
 TP0680_MARKER: DD = SURVEY DISK
 TP0680_SETTING: 66 = SET IN ROCK OUTCROP
 TP0680_SP_SET: GRANITE OUTCROP
 TP0680_STAMPING: 17 AA 1954 5476
 TP0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0680+STABILITY: POSITION/ELEVATION WELL
 TP0680
 TP0680  HISTORY     - Date     Condition        Report By
 TP0680  HISTORY     - 1954     MONUMENTED       USGS
 TP0680  HISTORY     - 1959     GOOD             NGS
 TP0680
 TP0680                          STATION DESCRIPTION
 TP0680
 TP0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0680'22.7 MI W FROM LOOMIS.
 TP0680'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0680'LOOMIS, THENCE 20.55 MILES WEST ALONG A GRAVEL ROAD, IN TOP OF A 6-BY
 TP0680'11-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND,
 TP0680'61 FEET (SLOPE MEASUREMENT) SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 TP0680'ROAD, 114 FEET WEST-SOUTHWEST OF THE SOUTH END OF A 12-INCH PIPE
 TP0680'CULVERT UNDER THE ROAD, 40 FEET NORTH-NORTHEAST OF THE NORTH EDGE OF A
 TP0680'SWAMP, 6.4 FEET SOUTH OF A WITNESS POST, AND ABOUT 20 FEET LOWER THAN
 TP0680'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0468 ***********************************************************************
 SY0468  DESIGNATION -  17 WAHC
 SY0468  PID         -  SY0468
 SY0468  STATE/COUNTY-  WA/KING
 SY0468  USGS QUAD   -  POVERTY BAY (1994)
 SY0468
 SY0468                         *CURRENT SURVEY CONTROL
 SY0468  ___________________________________________________________________
 SY0468* NAD 83(1991)-  47 31 59.00111(N)    122 17 42.48593(W)     ADJUSTED  
 SY0468* NAVD 88     -        36.456  (meters)     119.61   (feet)  ADJUSTED  
 SY0468  ___________________________________________________________________
 SY0468  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 SY0468  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 SY0468  DYNAMIC HT  -          36.460 (meters)     119.62  (feet)  COMP
 SY0468  MODELED GRAV-     980,745.0   (mgal)                       NAVD 88
 SY0468
 SY0468  HORZ ORDER  -  SECOND
 SY0468  VERT ORDER  -  SECOND    CLASS 0
 SY0468
 SY0468.The horizontal coordinates were established by classical geodetic methods
 SY0468.and adjusted by the National Geodetic Survey in December 1991..
 SY0468
 SY0468.The orthometric height was determined by differential leveling
 SY0468.and adjusted by the National Geodetic Survey in June 1991..
 SY0468
 SY0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0468
 SY0468.The geoid height was determined by GEOID03.
 SY0468
 SY0468.The dynamic height is computed by dividing the NAVD 88
 SY0468.geopotential number by the normal gravity value computed on the
 SY0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0468.degrees latitude (g = 980.6199 gals.).
 SY0468
 SY0468.The modeled gravity was interpolated from observed gravity values.
 SY0468
 SY0468;                    North         East     Units Scale Factor Converg.
 SY0468;SPC WA N     -    60,311.656   389,939.078   MT  0.99999400   -1 05 18.0
 SY0468;SPC WA N     -   197,872.49  1,279,325.13   sFT  0.99999400   -1 05 18.0
 SY0468;UTM  10      - 5,264,644.173   553,052.356   MT  0.99963459   +0 31 11.9
 SY0468
 SY0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0468!SPC WA N     -   0.99999795  x   0.99999400  =   0.99999195
 SY0468!UTM  10      -   0.99999795  x   0.99963459  =   0.99963254
 SY0468
 SY0468                          SUPERSEDED SURVEY CONTROL
 SY0468
 SY0468  NAD 83(1986)-  47 31 58.99484(N)    122 17 42.49326(W) AD(       ) 2
 SY0468  NAD 27      -  47 31 59.64000(N)    122 17 38.04700(W) AD(       ) 2
 SY0468  NGVD 29 (??/??/??)   35.354  (m)          115.99   (f) ADJUSTED    2 0
 SY0468
 SY0468.Superseded values are not recommended for survey control.
 SY0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0468.See file dsdata.txt to determine how the superseded data were derived.
 SY0468
 SY0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5305264644(NAD 83)
 SY0468_MARKER: Z = SEE DESCRIPTION
 SY0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0468_SP_SET: GROUND.
 SY0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0468
 SY0468  HISTORY     - Date     Condition        Report By
 SY0468  HISTORY     - 1957     MONUMENTED       WAHC
 SY0468  HISTORY     - 1958     GOOD             CGS
 SY0468  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0468  HISTORY     - 1962     MARK NOT FOUND   CGS
 SY0468
 SY0468                          STATION DESCRIPTION
 SY0468
 SY0468'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0468'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF SEATTLE, ON
 SY0468'THE WEST SLOPE OF BEACON HILL AND JUST WEST OF THE INTERSECTION OF
 SY0468'MILITARY ROAD AND PORTLAND STREET.
 SY0468'
 SY0468'THE STATION IS A STEEL PIN ABOUT 1 INCH IN DIAMETER, CEMENTED
 SY0468'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS AT THE
 SY0468'EAST EDGE OF THE DRIVEWAY OF RESIDENCE NUMBER 7750 PORTLAND STREET,
 SY0468'28 FEET WEST OF A POWER POLE AND 12 FEET SOUTH OF THE CENTER OF
 SY0468'PORTLAND STREET.
 SY0468'
 SY0468'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RAIL
 SY0468'1956.  IT IS 75.568 METERS (247.93 FEET) WEST OF THE STATION.
 SY0468
 SY0468                          STATION RECOVERY (1958)
 SY0468
 SY0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0468'IN SEATTLE.
 SY0468'AT SEATTLE, KING COUNTY, IN THE SOUTH CENTRAL SECTION, ON THE WEST
 SY0468'SLOPE OF BEACH HILL, 247.93 FEET WEST OF TRIANGULATION STATION RAIL,
 SY0468'JUST WEST OF THE INTERSECTION OF MILITARY ROAD AND PORTLAND STREET, AT
 SY0468'THE EAST EDGE OF THE DRIVEWAY OF RESIDENCE NUMBER 7550 PORTLAND
 SY0468'STREET, 28 FEET WEST OF A POWER POLE, AND 12 FEET SOUTH OF THE
 SY0468'CENTERLINE OF PORLAND STREET.  A STEEL PIN ABOUT 1-INCH IN DIAMETER,
 SY0468'CEMENTED 2 INCHES BELOW THE SURFACE OF THE GROUND.  NOTE-- THERE WASNT
 SY0468'AN ADDRESS OF 7750 PORTLAND STREET IN THE VICINITY OF THE INTERSECTION
 SY0468'MENTIONED.  THE INTERSECTION OF MILITARY ROAD AND PORTLAND STREET IS
 SY0468'ABOUT 200 FEET EAST OF TRIANGULATION STATION RAIL, AND IT IS
 SY0468'CONSIDERED POSSIBLE THAT THIS STATION IS SUPPOSED TO BE 95.12 FEET
 SY0468'EAST OF RAIL, WHILE NO 18 (WSF) SHOULD BE 247.93 FEET EAST OF RAIL
 SY0468'(NOT WEST), SINCE NO 18 IS SUPPOSED TO BE IN THE SOUTHEAST CORNER OF
 SY0468'THE INTERSECTION AND NO. 17 IS JUST WEST OF THE INTERSECTION.
 SY0468
 SY0468                          STATION RECOVERY (1962)
 SY0468
 SY0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0468'THE STATION WAS NOT FOUND.  NOR WAS THERE AN ADDRESS OF 7750
 SY0468'PORTLAND STREET FOUND IN THE VICINITY OF THE INTERSECTION MENTIONED.
 SY0468
 SY0468                          STATION RECOVERY (1962)
 SY0468
 SY0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1081 ***********************************************************************
 RC1081  DESIGNATION -  17 WF
 RC1081  PID         -  RC1081
 RC1081  STATE/COUNTY-  WA/KLICKITAT
 RC1081  USGS QUAD   -  HUSUM (1994)
 RC1081
 RC1081                         *CURRENT SURVEY CONTROL
 RC1081  ___________________________________________________________________
 RC1081* NAD 83(1986)-  45 49 22.     (N)    121 29 21.     (W)     SCALED    
 RC1081* NAVD 88     -       168.094  (meters)     551.49   (feet)  ADJUSTED  
 RC1081  ___________________________________________________________________
 RC1081  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 RC1081  DYNAMIC HT  -         168.090 (meters)     551.48  (feet)  COMP
 RC1081  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 RC1081
 RC1081  VERT ORDER  -  SECOND    CLASS 0
 RC1081
 RC1081.The horizontal coordinates were scaled from a topographic map and have
 RC1081.an estimated accuracy of +/- 6 seconds.
 RC1081
 RC1081.The orthometric height was determined by differential leveling
 RC1081.and adjusted by the National Geodetic Survey in June 1991..
 RC1081
 RC1081.The geoid height was determined by GEOID03.
 RC1081
 RC1081.The dynamic height is computed by dividing the NAVD 88
 RC1081.geopotential number by the normal gravity value computed on the
 RC1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1081.degrees latitude (g = 980.6199 gals.).
 RC1081
 RC1081.The modeled gravity was interpolated from observed gravity values.
 RC1081
 RC1081;                    North         East    Units  Estimated Accuracy
 RC1081;SPC WA S     -    54,880.      423,130.      MT  (+/- 180 meters Scaled)
 RC1081
 RC1081                          SUPERSEDED SURVEY CONTROL
 RC1081
 RC1081  NGVD 29 (??/??/92)  167.068  (m)          548.12   (f) ADJ UNCH    2 0
 RC1081
 RC1081.Superseded values are not recommended for survey control.
 RC1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1081.See file dsdata.txt to determine how the superseded data were derived.
 RC1081
 RC1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR173754(NAD 83)
 RC1081_MARKER: DD = SURVEY DISK
 RC1081_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RC1081_SP_SET: UNSPEC ROCK
 RC1081_STAMPING: 17 WF 1955 549
 RC1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1081
 RC1081  HISTORY     - Date     Condition        Report By
 RC1081  HISTORY     - 1955     MONUMENTED       USGS
 RC1081  HISTORY     - 1968     GOOD             NGS
 RC1081
 RC1081                          STATION DESCRIPTION
 RC1081
 RC1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1081'1.7 MI N FROM HUSUM.
 RC1081'THE MARK IS IN SEC 24, T 4 N, R 10 E.  1.7 MILES NORTH ALONG STATE
 RC1081'HIGHWAY 141 FROM THE BRIDGE OVER WHITE SALMON RIVER AT HUSUM.  AND ON
 RC1081'LINE WITH THE PROJECTED CENTER LINE OF THE DRIVEWAY GOING EAST TO
 RC1081'JONESS SUNNY 4 RANCH.  IT IS 38 FEET WEST OF THE CENTER OF HIGHWAY
 RC1081'141.  26 FEET NORTHWEST OF THE NORTH END OF A PIPE UNDER A FIELD
 RC1081'ENTRANCE ROAD.  6 FEET NORTH-NORTHEAST OF A GUYED POLE.  2 FEET HIGHER
 RC1081'THAN THE HIGHWAY AND ONE FOOT EAST OF A FENCE.  IT IS A U.S.
 RC1081'GEOLOGICAL SURVEY BENCH MARK DISK, SET IN A BURIED LAVA ROCK WHICH IS
 RC1081'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1220 ***********************************************************************
 SA1220  DESIGNATION -  1703
 SA1220  PID         -  SA1220
 SA1220  STATE/COUNTY-  WA/BENTON
 SA1220  USGS QUAD   -  SNIPES CREEK (1977)
 SA1220
 SA1220                         *CURRENT SURVEY CONTROL
 SA1220  ___________________________________________________________________
 SA1220* NAD 83(1986)-  46 19 54.     (N)    119 44 45.     (W)     SCALED    
 SA1220* NAVD 88     -       519.986  (meters)    1705.99   (feet)  ADJUSTED  
 SA1220  ___________________________________________________________________
 SA1220  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SA1220  DYNAMIC HT  -         519.981 (meters)    1705.97  (feet)  COMP
 SA1220  MODELED GRAV-     980,588.1   (mgal)                       NAVD 88
 SA1220
 SA1220  VERT ORDER  -  SECOND    CLASS 0
 SA1220
 SA1220.The horizontal coordinates were scaled from a topographic map and have
 SA1220.an estimated accuracy of +/- 6 seconds.
 SA1220
 SA1220.The orthometric height was determined by differential leveling
 SA1220.and adjusted by the National Geodetic Survey in June 1991..
 SA1220
 SA1220.The geoid height was determined by GEOID03.
 SA1220
 SA1220.The dynamic height is computed by dividing the NAVD 88
 SA1220.geopotential number by the normal gravity value computed on the
 SA1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1220.degrees latitude (g = 980.6199 gals.).
 SA1220
 SA1220.The modeled gravity was interpolated from observed gravity values.
 SA1220
 SA1220;                    North         East    Units  Estimated Accuracy
 SA1220;SPC WA S     -   111,240.      558,070.      MT  (+/- 180 meters Scaled)
 SA1220
 SA1220                          SUPERSEDED SURVEY CONTROL
 SA1220
 SA1220  NGVD 29 (??/??/92)  518.920  (m)         1702.49   (f) ADJ UNCH    2 0
 SA1220
 SA1220.Superseded values are not recommended for survey control.
 SA1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1220.See file dsdata.txt to determine how the superseded data were derived.
 SA1220
 SA1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM886345(NAD 83)
 SA1220_MARKER: P = PIPE CAP
 SA1220_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1220_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1220_STAMPING: 1703 WASH 1915
 SA1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1220
 SA1220  HISTORY     - Date     Condition        Report By
 SA1220  HISTORY     - 1915     MONUMENTED       USGS
 SA1220  HISTORY     - 1949     GOOD             NGS
 SA1220
 SA1220                          STATION DESCRIPTION
 SA1220
 SA1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1220'9.1 MI N FROM WHITSTRAN.
 SA1220'7.0 MILES NORTH ALONG A COUNTY ROAD FROM THE GRAMMAR SCHOOL AT
 SA1220'WHITSTRAN, THENCE 2.1 MILES WEST ALONG A COUNTY ROAD, 13.7 MILES EAST
 SA1220'OF SUNNYSIDE, AT A CROSSROAD INTERSECTION AND A POINT WHERE THE PAVED
 SA1220'ROAD MAKES A RIGHT ANGLE TURN, 222 FEET SOUTHWEST OF THE SOUTHWEST
 SA1220'CORNER OF THE RATTLESNAKE GRANGE HALL, 35 FEET EAST OF THE CENTER LINE
 SA1220'OF THE DIRT ROAD LEADING NORTH, 34 FEET NORTH OF THE CENTER LINE OF
 SA1220'THE PAVED ROAD, 9 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 1.5 FEET
 SA1220'SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, RIVETED ON
 SA1220'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0429 ***********************************************************************
 TR0429  DESIGNATION -  171 + TORPEDO
 TR0429  PID         -  TR0429
 TR0429  STATE/COUNTY-  WA/ISLAND
 TR0429  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0429
 TR0429                         *CURRENT SURVEY CONTROL
 TR0429  ___________________________________________________________________
 TR0429* NAD 83(1986)-  48 18 02.     (N)    122 37 28.     (W)     SCALED    
 TR0429* NAVD 88     -        15.845  (meters)      51.98   (feet)  ADJUSTED  
 TR0429  ___________________________________________________________________
 TR0429  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 TR0429  DYNAMIC HT  -          15.848 (meters)      51.99  (feet)  COMP
 TR0429  MODELED GRAV-     980,845.3   (mgal)                       NAVD 88
 TR0429
 TR0429  VERT ORDER  -  FIRST     CLASS II
 TR0429
 TR0429.This mark is at Oak Harbor Air Park  (76S)
 TR0429
 TR0429.The horizontal coordinates were scaled from a topographic map and have
 TR0429.an estimated accuracy of +/- 6 seconds.
 TR0429
 TR0429.The orthometric height was determined by differential leveling
 TR0429.and adjusted by the National Geodetic Survey in June 1991..
 TR0429
 TR0429.The geoid height was determined by GEOID03.
 TR0429
 TR0429.The dynamic height is computed by dividing the NAVD 88
 TR0429.geopotential number by the normal gravity value computed on the
 TR0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0429.degrees latitude (g = 980.6199 gals.).
 TR0429
 TR0429.The modeled gravity was interpolated from observed gravity values.
 TR0429
 TR0429;                    North         East    Units  Estimated Accuracy
 TR0429;SPC WA N     -   146,150.      367,140.      MT  (+/- 180 meters Scaled)
 TR0429
 TR0429                          SUPERSEDED SURVEY CONTROL
 TR0429
 TR0429  NGVD 29 (??/??/92)   14.700  (m)           48.23   (f) ADJ UNCH    1 2
 TR0429
 TR0429.Superseded values are not recommended for survey control.
 TR0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0429.See file dsdata.txt to determine how the superseded data were derived.
 TR0429
 TR0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU278497(NAD 83)
 TR0429_MARKER: DD = SURVEY DISK
 TR0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0429_STAMPING: 171 + TORPEDO
 TR0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0429+STABILITY: SURFACE MOTION
 TR0429
 TR0429  HISTORY     - Date     Condition        Report By
 TR0429  HISTORY     - UNK      MONUMENTED       DOD
 TR0429  HISTORY     - 1952     GOOD             NGS
 TR0429  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0429
 TR0429                          STATION DESCRIPTION
 TR0429
 TR0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0429'1.95 MI E FROM OAK HARBOR.
 TR0429'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0429'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0429'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 1.0 MILE
 TR0429'NORTHEAST ALONG TORPEDO ROAD, IN THE CENTER LINE OF THE ROAD, IN THE
 TR0429'CENTER OF THE YELLOW PAINTED CENTER LINE STRIPE, 35 FEET EAST OF A
 TR0429'5-FOOT-HIGH CUT, 40.1 FEET WEST OF A 3-FOOT-HIGH BARBED-WIRE FENCE,
 TR0429'0.3 FOOT BELOW THE SURFACE OF THE ROAD, AND SET IN THE TOP OF A
 TR0429'CONCRETE POST WHICH IS ENCASED BY A 6-INCH STEEL PIPE WITH A CAST IRON
 TR0429'COVER.
 TR0429
 TR0429                          STATION RECOVERY (1973)
 TR0429
 TR0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0462 ***********************************************************************
 SW0462  DESIGNATION -  1711
 SW0462  PID         -  SW0462
 SW0462  STATE/COUNTY-  WA/GRANT
 SW0462  USGS QUAD   -  COULEE CITY (1965)
 SW0462
 SW0462                         *CURRENT SURVEY CONTROL
 SW0462  ___________________________________________________________________
 SW0462* NAD 83(1986)-  47 35 51.     (N)    119 16 28.     (W)     SCALED    
 SW0462* NAVD 88     -       522.288  (meters)    1713.54   (feet)  ADJUSTED  
 SW0462  ___________________________________________________________________
 SW0462  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 SW0462  DYNAMIC HT  -         522.333 (meters)    1713.69  (feet)  COMP
 SW0462  MODELED GRAV-     980,682.6   (mgal)                       NAVD 88
 SW0462
 SW0462  VERT ORDER  -  SECOND    CLASS 0
 SW0462
 SW0462.The horizontal coordinates were scaled from a topographic map and have
 SW0462.an estimated accuracy of +/- 6 seconds.
 SW0462
 SW0462.The orthometric height was determined by differential leveling
 SW0462.and adjusted by the National Geodetic Survey in June 1991..
 SW0462
 SW0462.The geoid height was determined by GEOID03.
 SW0462
 SW0462.The dynamic height is computed by dividing the NAVD 88
 SW0462.geopotential number by the normal gravity value computed on the
 SW0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0462.degrees latitude (g = 980.6199 gals.).
 SW0462
 SW0462.The modeled gravity was interpolated from observed gravity values.
 SW0462
 SW0462;                    North         East    Units  Estimated Accuracy
 SW0462;SPC WA S     -   252,400.      592,170.      MT  (+/- 180 meters Scaled)
 SW0462
 SW0462                          SUPERSEDED SURVEY CONTROL
 SW0462
 SW0462  NGVD 29 (??/??/92)  521.122  (m)         1709.71   (f) ADJ UNCH    2 0
 SW0462
 SW0462.Superseded values are not recommended for survey control.
 SW0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0462.See file dsdata.txt to determine how the superseded data were derived.
 SW0462
 SW0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN290740(NAD 83)
 SW0462_MARKER: P = PIPE CAP
 SW0462_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0462_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0462_STAMPING: 1711 T
 SW0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0462
 SW0462  HISTORY     - Date     Condition        Report By
 SW0462  HISTORY     - UNK      MONUMENTED       USGS
 SW0462  HISTORY     - 1968     GOOD             NGS
 SW0462
 SW0462                          STATION DESCRIPTION
 SW0462
 SW0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0462'2.7 MI SE FROM COULEE CITY.
 SW0462'REACHED FROM COULEE CITY BY GOING SOUTHERLY ALONG THE BLACKTOP ROAD TO
 SW0462'SOAP LAKE FOR ABOUT 1/2 MILE TO A RAILROAD CROSSING, CONTINUE 0.9 MILE
 SW0462'TO A SECOND RAILROAD CROSSING, TURN LEFT AND FOLLOW A TRACK ROAD
 SW0462'NORTHERLY ALONG THE EAST SIDE OF THE TRACK FOR 0.3 MILE TO POINT WHERE
 SW0462'THE ROAD CROSSES THE RAILROAD AND THE MARK 59 FEET NORTH OF THIS
 SW0462'INTERSECTION AND 16.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD. MARK
 SW0462'IS 80 YARDS SOUTH OF WHAT APPEARS FROM A DISTANCE TO BE ONE LARGE,
 SW0462'SPREAD-OUT TREE, BUT IS ACTUALLY SEVERAL TREES GROWING FROM TWO
 SW0462'STUMPS, 29 RAILS NORTH OF A POWER TRANSMISSION LINE CROSSING, 15 FEET
 SW0462'NORTHEAST OF A TELEGRAPH POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, A
 SW0462'U. S. GEOLOGICAL SURVEY B. M. CAP FASTENED TO A 3 1/2-INCH PIPE WHICH
 SW0462'PROJECTS 10 INCHES ON THE SOUTHEAST EDGE OF A SLIGHT RISE AND ABOUT 2
 SW0462'FEET ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1130 ***********************************************************************
 RZ1130  DESIGNATION -  1713
 RZ1130  PID         -  RZ1130
 RZ1130  STATE/COUNTY-  WA/GARFIELD
 RZ1130  USGS QUAD   -  ZUMWALT (1967)
 RZ1130
 RZ1130                         *CURRENT SURVEY CONTROL
 RZ1130  ___________________________________________________________________
 RZ1130* NAD 83(1986)-  46 28 27.     (N)    117 39 05.     (W)     SCALED    
 RZ1130* NAVD 88     -       523.014  (meters)    1715.92   (feet)  ADJUSTED  
 RZ1130  ___________________________________________________________________
 RZ1130  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 RZ1130  DYNAMIC HT  -         522.989 (meters)    1715.84  (feet)  COMP
 RZ1130  MODELED GRAV-     980,551.5   (mgal)                       NAVD 88
 RZ1130
 RZ1130  VERT ORDER  -  FIRST     CLASS I
 RZ1130
 RZ1130.The horizontal coordinates were scaled from a topographic map and have
 RZ1130.an estimated accuracy of +/- 6 seconds.
 RZ1130
 RZ1130.The orthometric height was determined by differential leveling
 RZ1130.and adjusted by the National Geodetic Survey in June 1991..
 RZ1130.WARNING-Repeat measurements at this control monument indicate possible
 RZ1130.vertical movement.
 RZ1130
 RZ1130.The geoid height was determined by GEOID03.
 RZ1130
 RZ1130.The dynamic height is computed by dividing the NAVD 88
 RZ1130.geopotential number by the normal gravity value computed on the
 RZ1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1130.degrees latitude (g = 980.6199 gals.).
 RZ1130
 RZ1130.The modeled gravity was interpolated from observed gravity values.
 RZ1130
 RZ1130;                    North         East    Units  Estimated Accuracy
 RZ1130;SPC WA S     -   130,750.      718,700.      MT  (+/- 180 meters Scaled)
 RZ1130
 RZ1130                          SUPERSEDED SURVEY CONTROL
 RZ1130
 RZ1130  NGVD 29 (??/??/92)  522.022  (m)         1712.67   (f) ADJ UNCH    1 1
 RZ1130
 RZ1130.Superseded values are not recommended for survey control.
 RZ1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1130.See file dsdata.txt to determine how the superseded data were derived.
 RZ1130
 RZ1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM499469(NAD 83)
 RZ1130_MARKER: P = PIPE CAP
 RZ1130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RZ1130_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RZ1130_STAMPING: 1713 WASH 1915
 RZ1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1130
 RZ1130  HISTORY     - Date     Condition        Report By
 RZ1130  HISTORY     - 1915     MONUMENTED       USGS
 RZ1130  HISTORY     - 1968     GOOD             NGS
 RZ1130
 RZ1130                          STATION DESCRIPTION
 RZ1130
 RZ1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1130'2.85 MI W FROM POMEROY.
 RZ1130'2.6 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT POMEROY,
 RZ1130'THENCE 0.25 MILE SOUTH ALONG A DRIVEWAY AND TRACK ROAD, 0.1 MILE SOUTH
 RZ1130'OF THE CROSSING OF A CREEK, ALONG THE UNION PACIFIC RAILROAD, AT A
 RZ1130'PRIVATE ROAD CROSSING, 47.1 FEET SOUTH OF THE SOUTH RAIL, 95 FEET WEST
 RZ1130'OF POWER POLE 351203, 2 FEET EAST OF THE EAST END OF A STEEL GATE, 1.1
 RZ1130'FEET NORTH OF A FENCE, 0.9 FOOT WEST OF A WITNESS POST, ABOUT 3 FEET
 RZ1130'LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 RZ1130'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4257 ***********************************************************************
 RD4257  DESIGNATION -  17191
 RD4257  PID         -  RD4257
 RD4257  STATE/COUNTY-  WA/CLARK
 RD4257  USGS QUAD   -  CAMAS (1993)
 RD4257
 RD4257                         *CURRENT SURVEY CONTROL
 RD4257  ___________________________________________________________________
 RD4257* NAD 83(1986)-  45 37 16.     (N)    122 29 44.     (W)     SCALED    
 RD4257* NAVD 88     -        89.416  (meters)     293.36   (feet)  ADJUSTED  
 RD4257  ___________________________________________________________________
 RD4257  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 RD4257  DYNAMIC HT  -          89.416 (meters)     293.36  (feet)  COMP
 RD4257  MODELED GRAV-     980,614.3   (mgal)                       NAVD 88
 RD4257
 RD4257  VERT ORDER  -  SECOND    CLASS II
 RD4257
 RD4257.The horizontal coordinates were scaled from a topographic map and have
 RD4257.an estimated accuracy of +/- 6 seconds.
 RD4257
 RD4257.The orthometric height was determined by differential leveling
 RD4257.and adjusted by the National Geodetic Survey in April 1995..
 RD4257
 RD4257.The geoid height was determined by GEOID03.
 RD4257
 RD4257.The dynamic height is computed by dividing the NAVD 88
 RD4257.geopotential number by the normal gravity value computed on the
 RD4257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4257.degrees latitude (g = 980.6199 gals.).
 RD4257
 RD4257.The modeled gravity was interpolated from observed gravity values.
 RD4257
 RD4257;                    North         East    Units  Estimated Accuracy
 RD4257;SPC WA S     -    33,960.      344,370.      MT  (+/- 180 meters Scaled)
 RD4257
 RD4257                          SUPERSEDED SURVEY CONTROL
 RD4257
 RD4257  NGVD 29 (03/17/92)   88.368  (m)          289.92   (f) ADJUSTED    2 2
 RD4257
 RD4257.Superseded values are not recommended for survey control.
 RD4257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4257.See file dsdata.txt to determine how the superseded data were derived.
 RD4257
 RD4257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER393520(NAD 83)
 RD4257_MARKER: DB = BENCH MARK DISK
 RD4257_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4257_SP_SET: PREFAB CONC. POST IN EARTH
 RD4257_STAMPING: 17191  1989
 RD4257_MARK LOGO: WA-011
 RD4257_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4257
 RD4257  HISTORY     - Date     Condition        Report By
 RD4257  HISTORY     - 1989     MONUMENTED       WA-011
 RD4257  HISTORY     - 20040402 MARK NOT FOUND   USPSQD
 RD4257
 RD4257                          STATION DESCRIPTION
 RD4257
 RD4257'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4257'IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF SE 172ND AVENUE AND
 RD4257'SE 1ST STREET, 65.8 FT. WEST OF CENTERLINE OF 172ND AVENUE, 40 FT.
 RD4257'SOUTH OF CENTERLINE OF SE 1ST STREET, SET 2 INCH DOMED BRASS DISK IN
 RD4257'CONCRETE MONUMENT.
 RD4257
 RD4257                          STATION RECOVERY (2004)
 RD4257
 RD4257'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4257'A VERY LARGE POWER POLE, 6 FOOT DIAMENTER BASE FOUNDATION IS EXACTLY
 RD4257'WHERE DISK SHOULD BE FOUND, CONSIDER THIS STATION LOST. VERIFIED WITH
 RD4257'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0785 ***********************************************************************
 RC0785  DESIGNATION -  172
 RC0785  PID         -  RC0785
 RC0785  STATE/COUNTY-  WA/KLICKITAT
 RC0785  USGS QUAD   -  WISHRAM (1994)
 RC0785
 RC0785                         *CURRENT SURVEY CONTROL
 RC0785  ___________________________________________________________________
 RC0785* NAD 83(1986)-  45 39 26.     (N)    120 57 58.     (W)     SCALED    
 RC0785* NAVD 88     -        53.444  (meters)     175.34   (feet)  ADJUSTED  
 RC0785  ___________________________________________________________________
 RC0785  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC0785  DYNAMIC HT  -          53.443 (meters)     175.34  (feet)  COMP
 RC0785  MODELED GRAV-     980,602.5   (mgal)                       NAVD 88
 RC0785
 RC0785  VERT ORDER  -  FIRST     CLASS I
 RC0785
 RC0785.The horizontal coordinates were scaled from a topographic map and have
 RC0785.an estimated accuracy of +/- 6 seconds.
 RC0785
 RC0785.The orthometric height was determined by differential leveling
 RC0785.and adjusted by the National Geodetic Survey in June 1991..
 RC0785
 RC0785.The geoid height was determined by GEOID03.
 RC0785
 RC0785.The dynamic height is computed by dividing the NAVD 88
 RC0785.geopotential number by the normal gravity value computed on the
 RC0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0785.degrees latitude (g = 980.6199 gals.).
 RC0785
 RC0785.The modeled gravity was interpolated from observed gravity values.
 RC0785
 RC0785;                    North         East    Units  Estimated Accuracy
 RC0785;SPC WA S     -    36,110.      463,670.      MT  (+/- 180 meters Scaled)
 RC0785
 RC0785                          SUPERSEDED SURVEY CONTROL
 RC0785
 RC0785  NGVD 29 (??/??/92)   52.449  (m)          172.08   (f) ADJ UNCH    1 1
 RC0785
 RC0785.Superseded values are not recommended for survey control.
 RC0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0785.See file dsdata.txt to determine how the superseded data were derived.
 RC0785
 RC0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR584579(NAD 83)
 RC0785_MARKER: DB = BENCH MARK DISK
 RC0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0785_SP_SET: SIDEWALK
 RC0785_STAMPING: 172 19
 RC0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0785
 RC0785  HISTORY     - Date     Condition        Report By
 RC0785  HISTORY     - UNK      MONUMENTED       PG+E
 RC0785  HISTORY     - 1968     GOOD             NGS
 RC0785
 RC0785                          STATION DESCRIPTION
 RC0785
 RC0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0785'IN WISHRAM.
 RC0785'AT WISHRAM, ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY, IN R15E
 RC0785'T2N, SECTION 17, 1.2 FEET SOUTHEAST OF THE EAST CORNER OF THE RAILWAY
 RC0785'STATION, IN THE TOP OF THE CONCRETE SIDEWALK, 21.3 FEET NORTHWEST OF
 RC0785'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 5 FEET NORTHEAST OF THE
 RC0785'CENTER OF THE DOOR TO WAITING ROOM, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1352 ***********************************************************************
 SA1352  DESIGNATION -  1726
 SA1352  PID         -  SA1352
 SA1352  STATE/COUNTY-  WA/YAKIMA
 SA1352  USGS QUAD   -  MABTON EAST (1965)
 SA1352
 SA1352                         *CURRENT SURVEY CONTROL
 SA1352  ___________________________________________________________________
 SA1352* NAD 83(1986)-  46 07 38.     (N)    119 58 13.     (W)     SCALED    
 SA1352* NAVD 88     -       526.884  (meters)    1728.62   (feet)  ADJUSTED  
 SA1352  ___________________________________________________________________
 SA1352  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SA1352  DYNAMIC HT  -         526.862 (meters)    1728.55  (feet)  COMP
 SA1352  MODELED GRAV-     980,556.1   (mgal)                       NAVD 88
 SA1352
 SA1352  VERT ORDER  -  SECOND    CLASS 0
 SA1352
 SA1352.The horizontal coordinates were scaled from a topographic map and have
 SA1352.an estimated accuracy of +/- 6 seconds.
 SA1352
 SA1352.The orthometric height was determined by differential leveling
 SA1352.and adjusted by the National Geodetic Survey in June 1991..
 SA1352
 SA1352.The geoid height was determined by GEOID03.
 SA1352
 SA1352.The dynamic height is computed by dividing the NAVD 88
 SA1352.geopotential number by the normal gravity value computed on the
 SA1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1352.degrees latitude (g = 980.6199 gals.).
 SA1352
 SA1352.The modeled gravity was interpolated from observed gravity values.
 SA1352
 SA1352;                    North         East    Units  Estimated Accuracy
 SA1352;SPC WA S     -    88,380.      540,940.      MT  (+/- 180 meters Scaled)
 SA1352
 SA1352                          SUPERSEDED SURVEY CONTROL
 SA1352
 SA1352  NGVD 29 (??/??/92)  525.818  (m)         1725.12   (f) ADJ UNCH    2 0
 SA1352
 SA1352.Superseded values are not recommended for survey control.
 SA1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1352.See file dsdata.txt to determine how the superseded data were derived.
 SA1352
 SA1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM705124(NAD 83)
 SA1352_MARKER: P = PIPE CAP
 SA1352_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1352_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1352_STAMPING: 1726 WASH 1915
 SA1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1352
 SA1352  HISTORY     - Date     Condition        Report By
 SA1352  HISTORY     - 1915     MONUMENTED       USGS
 SA1352  HISTORY     - 1950     GOOD             NGS
 SA1352
 SA1352                          STATION DESCRIPTION
 SA1352
 SA1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SA1352'9.4 MI SE FROM MABTON.
 SA1352'ABOUT 7.2 MILES SOUTH ALONG THE MABTON-BICKLETON ROAD FROM THE
 SA1352'NORTHERN PACIFIC RAILROAD STATION AT MABTON, THENCE 2.2 MILES EAST
 SA1352'ALONG A GRAVEL ROAD, AT A FENCE CORNER, 99.0 FEET EAST OF THE
 SA1352'APPROXIMATE CENTER OF A SMALL GULLEY, 67.6 FEET NORTHWEST OF AND
 SA1352'ACROSS THE ROAD FROM A CORNER FENCE POST, 27.5 FEET NORTH OF THE
 SA1352'CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A WITNESS POST, 2.0 FEET
 SA1352'HIGHER THAN THE ROAD, AND RIVETED ON TOP OF AN IRON PIPE PROJECTING 8
 SA1352'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0740 ***********************************************************************
 SV0740  DESIGNATION -  1745 S USGS
 SV0740  PID         -  SV0740
 SV0740  STATE/COUNTY-  WA/SPOKANE
 SV0740  USGS QUAD   -  MEAD (1986)
 SV0740
 SV0740                         *CURRENT SURVEY CONTROL
 SV0740  ___________________________________________________________________
 SV0740* NAD 83(1986)-  47 51 59.     (N)    117 22 27.     (W)     SCALED    
 SV0740* NAVD 88     -       532.282  (meters)    1746.33   (feet)  ADJUSTED  
 SV0740  ___________________________________________________________________
 SV0740  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SV0740  DYNAMIC HT  -         532.327 (meters)    1746.48  (feet)  COMP
 SV0740  MODELED GRAV-     980,680.3   (mgal)                       NAVD 88
 SV0740
 SV0740  VERT ORDER  -  FIRST     CLASS II
 SV0740
 SV0740.The horizontal coordinates were scaled from a topographic map and have
 SV0740.an estimated accuracy of +/- 6 seconds.
 SV0740
 SV0740.The orthometric height was determined by differential leveling
 SV0740.and adjusted by the National Geodetic Survey in June 1991..
 SV0740
 SV0740.The geoid height was determined by GEOID03.
 SV0740
 SV0740.The dynamic height is computed by dividing the NAVD 88
 SV0740.geopotential number by the normal gravity value computed on the
 SV0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0740.degrees latitude (g = 980.6199 gals.).
 SV0740
 SV0740.The modeled gravity was interpolated from observed gravity values.
 SV0740
 SV0740;                    North         East    Units  Estimated Accuracy
 SV0740;SPC WA N     -   102,140.      758,710.      MT  (+/- 180 meters Scaled)
 SV0740
 SV0740                          SUPERSEDED SURVEY CONTROL
 SV0740
 SV0740  NGVD 29 (??/??/92)  531.12   (m)         1742.5    (f) COMPUTED    1 2
 SV0740
 SV0740.Superseded values are not recommended for survey control.
 SV0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0740.See file dsdata.txt to determine how the superseded data were derived.
 SV0740
 SV0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP720015(NAD 83)
 SV0740_MARKER: P = PIPE CAP
 SV0740_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0740_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0740_STAMPING: 1745 S
 SV0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0740
 SV0740  HISTORY     - Date     Condition        Report By
 SV0740  HISTORY     - UNK      MONUMENTED       USGS
 SV0740  HISTORY     - 1965     GOOD             NGS
 SV0740
 SV0740                          STATION DESCRIPTION
 SV0740
 SV0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0740'3.6 MI NW FROM DEAN.
 SV0740'THE MARK WAS RECOVERED BUT THE STATION SIGN, THE STATION, THE ONE
 SV0740'STORY BROWN HOUSE AND THE WITNESS POST WERE GONE.  A METAL WITNESS
 SV0740'POST WAS SET 1 FOOT WEST OF THE MARK.  REACHED FROM THE MAIN
 SV0740'INTERSECTION IN CHATTAROY BY GOING WEST 0.15 MILE, TURN LEFT AND GO
 SV0740'SOUTHWEST ON CRESCENT ROAD FOR 1.1 MILES, THEN SOUTH FOR 0.85 MILE TO
 SV0740'THE RAILROAD TRACK, TURN SOUTH ALONG THE WEST SIDE OF THE TRACK FOR
 SV0740'0.15 MILE TO THE MARK ON THE LEFT, 35 YARDS WEST OF THE RAILROAD
 SV0740'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0646 ***********************************************************************
 TP0646  DESIGNATION -  1764.0
 TP0646  PID         -  TP0646
 TP0646  STATE/COUNTY-  WA/OKANOGAN
 TP0646  USGS QUAD   -  LOOMIS (1982)
 TP0646
 TP0646                         *CURRENT SURVEY CONTROL
 TP0646  ___________________________________________________________________
 TP0646* NAD 83(1986)-  48 49 58.     (N)    119 41 28.     (W)     SCALED    
 TP0646* NAVD 88     -       538.927  (meters)    1768.13   (feet)  ADJUSTED  
 TP0646  ___________________________________________________________________
 TP0646  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 TP0646  DYNAMIC HT  -         538.992 (meters)    1768.34  (feet)  COMP
 TP0646  MODELED GRAV-     980,714.4   (mgal)                       NAVD 88
 TP0646
 TP0646  VERT ORDER  -  SECOND    CLASS 0
 TP0646
 TP0646.The horizontal coordinates were scaled from a topographic map and have
 TP0646.an estimated accuracy of +/- 6 seconds.
 TP0646
 TP0646.The orthometric height was determined by differential leveling
 TP0646.and adjusted by the National Geodetic Survey in June 1991..
 TP0646
 TP0646.The geoid height was determined by GEOID03.
 TP0646
 TP0646.The dynamic height is computed by dividing the NAVD 88
 TP0646.geopotential number by the normal gravity value computed on the
 TP0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0646.degrees latitude (g = 980.6199 gals.).
 TP0646
 TP0646.The modeled gravity was interpolated from observed gravity values.
 TP0646
 TP0646;                    North         East    Units  Estimated Accuracy
 TP0646;SPC WA N     -   204,410.      583,860.      MT  (+/- 180 meters Scaled)
 TP0646
 TP0646                          SUPERSEDED SURVEY CONTROL
 TP0646
 TP0646  NGVD 29 (??/??/92)  537.600  (m)         1763.78   (f) ADJ UNCH    2 0
 TP0646
 TP0646.Superseded values are not recommended for survey control.
 TP0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0646.See file dsdata.txt to determine how the superseded data were derived.
 TP0646
 TP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ025123(NAD 83)
 TP0646_MARKER: Q = CHISELED SQUARE
 TP0646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0646_SP_SET: BRIDGE CURB
 TP0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0646
 TP0646  HISTORY     - Date     Condition        Report By
 TP0646  HISTORY     - UNK      MONUMENTED       USGS
 TP0646  HISTORY     - 1959     GOOD             NGS
 TP0646
 TP0646                          STATION DESCRIPTION
 TP0646
 TP0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0646'5.55 MI NW FROM LOOMIS.
 TP0646'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0646'LOOMIS, THENCE 3.4 MILES WEST ALONG A GRAVEL ROAD, ON TOP OF THE EAST
 TP0646'END OF THE NORTH CONCRETE CURB OF A CONCRETE BRIDGE OVER TOATS COULEE
 TP0646'CREEK, 7 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.7 FOOT WEST
 TP0646'OF THE EAST END OF THE CURB, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 TP0646'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0047 ***********************************************************************
 TQ0047  DESIGNATION -  1765 T
 TQ0047  PID         -  TQ0047
 TQ0047  STATE/COUNTY-  WA/OKANOGAN
 TQ0047  USGS QUAD   -  WINTHROP (1969)
 TQ0047
 TQ0047                         *CURRENT SURVEY CONTROL
 TQ0047  ___________________________________________________________________
 TQ0047* NAD 83(1986)-  48 28 37.     (N)    120 11 00.     (W)     SCALED    
 TQ0047* NAVD 88     -       537.823  (meters)    1764.51   (feet)  ADJUSTED  
 TQ0047  ___________________________________________________________________
 TQ0047  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 TQ0047  DYNAMIC HT  -         537.882 (meters)    1764.70  (feet)  COMP
 TQ0047  MODELED GRAV-     980,705.0   (mgal)                       NAVD 88
 TQ0047
 TQ0047  VERT ORDER  -  FIRST     CLASS II
 TQ0047
 TQ0047.The horizontal coordinates were scaled from a topographic map and have
 TQ0047.an estimated accuracy of +/- 6 seconds.
 TQ0047
 TQ0047.The orthometric height was determined by differential leveling
 TQ0047.and adjusted by the National Geodetic Survey in June 1991..
 TQ0047.WARNING-Repeat measurements at this control monument indicate possible
 TQ0047.vertical movement.
 TQ0047
 TQ0047.The geoid height was determined by GEOID03.
 TQ0047
 TQ0047.The dynamic height is computed by dividing the NAVD 88
 TQ0047.geopotential number by the normal gravity value computed on the
 TQ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0047.degrees latitude (g = 980.6199 gals.).
 TQ0047
 TQ0047.The modeled gravity was interpolated from observed gravity values.
 TQ0047
 TQ0047;                    North         East    Units  Estimated Accuracy
 TQ0047;SPC WA N     -   164,420.      548,060.      MT  (+/- 180 meters Scaled)
 TQ0047
 TQ0047                          SUPERSEDED SURVEY CONTROL
 TQ0047
 TQ0047  NGVD 29 (??/??/92)  536.59   (m)         1760.5    (f) COMPUTED    1 2
 TQ0047
 TQ0047.Superseded values are not recommended for survey control.
 TQ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0047.See file dsdata.txt to determine how the superseded data were derived.
 TQ0047
 TQ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU081731(NAD 83)
 TQ0047_MARKER: P = PIPE CAP
 TQ0047_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TQ0047_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TQ0047_STAMPING: 1765 T T
 TQ0047_MARK LOGO: USGS  
 TQ0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0047
 TQ0047  HISTORY     - Date     Condition        Report By
 TQ0047  HISTORY     - UNK      MONUMENTED       USGS
 TQ0047  HISTORY     - 1958     GOOD             NGS
 TQ0047  HISTORY     - 1982     POOR             NGS
 TQ0047
 TQ0047                          STATION DESCRIPTION
 TQ0047
 TQ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0047'IN WINTHROP.
 TQ0047'AT WINTHROP, ALONG STATE HIGHWAY 16, 0.1 MILE EAST OF THE UPPER BRIDGE
 TQ0047'OVER THE METHOW RIVER, 26 FEET SOUTH OF THE CENTER LINE OF THE
 TQ0047'HIGHWAY, 35 1/2 FEET EAST OF THE NORTHEAST CORNER OF THE OKANOGAN
 TQ0047'COUNTY ELECTRIC COOPERATIVE BUILDING, 35 FEET WEST OF THE WEST END OF
 TQ0047'A CONCRETE FENCE THAT IS IN FRONT OF A SMALL GREEN HOUSE, ABOUT LEVEL
 TQ0047'WITH THE HIGHWAY, A CAP ON A 3-INCH IRON PIPE PROJECTING ABOUT 5
 TQ0047'INCHES.  NOTE-- THIS MARK HAS BEEN DISTURBED AND IS LEANING TO THE
 TQ0047'NORTHEAST.  THE POINT LEVELED TOO IN 1958 WAS HIGHEST POINT ON THE
 TQ0047'NORTHWEST EDGE OF THE CAP.
 TQ0047
 TQ0047                          STATION RECOVERY (1982)
 TQ0047
 TQ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0047'RECOVERED IN POOR CONDITION, THE MARK IS IN A DRIVEWAY, NOT LEVELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0073 ***********************************************************************
 SB0073  DESIGNATION -  1777 USGS
 SB0073  PID         -  SB0073
 SB0073  STATE/COUNTY-  WA/KITTITAS
 SB0073  USGS QUAD   -  EAST KITTITAS (1953)
 SB0073
 SB0073                         *CURRENT SURVEY CONTROL
 SB0073  ___________________________________________________________________
 SB0073* NAD 83(1986)-  46 58 26.     (N)    120 22 09.     (W)     SCALED    
 SB0073* NAVD 88     -       542.722  (meters)    1780.58   (feet)  ADJUSTED  
 SB0073  ___________________________________________________________________
 SB0073  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 SB0073  DYNAMIC HT  -         542.721 (meters)    1780.58  (feet)  COMP
 SB0073  MODELED GRAV-     980,596.3   (mgal)                       NAVD 88
 SB0073
 SB0073  VERT ORDER  -  SECOND    CLASS 0
 SB0073
 SB0073.The horizontal coordinates were scaled from a topographic map and have
 SB0073.an estimated accuracy of +/- 6 seconds.
 SB0073
 SB0073.The orthometric height was determined by differential leveling
 SB0073.and adjusted by the National Geodetic Survey in June 1991..
 SB0073
 SB0073.The geoid height was determined by GEOID03.
 SB0073
 SB0073.The dynamic height is computed by dividing the NAVD 88
 SB0073.geopotential number by the normal gravity value computed on the
 SB0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0073.degrees latitude (g = 980.6199 gals.).
 SB0073
 SB0073.The modeled gravity was interpolated from observed gravity values.
 SB0073
 SB0073;                    North         East    Units  Estimated Accuracy
 SB0073;SPC WA S     -   182,360.      509,960.      MT  (+/- 180 meters Scaled)
 SB0073
 SB0073                          SUPERSEDED SURVEY CONTROL
 SB0073
 SB0073  NGVD 29 (??/??/92)  541.597  (m)         1776.89   (f) ADJ UNCH    2 0
 SB0073
 SB0073.Superseded values are not recommended for survey control.
 SB0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0073.See file dsdata.txt to determine how the superseded data were derived.
 SB0073
 SB0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT001056(NAD 83)
 SB0073_MARKER: DD = SURVEY DISK
 SB0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0073_STAMPING: WASH 1777
 SB0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0073+STABILITY: SURFACE MOTION
 SB0073
 SB0073  HISTORY     - Date     Condition        Report By
 SB0073  HISTORY     - UNK      MONUMENTED       USGS
 SB0073  HISTORY     - 1947     GOOD             NGS
 SB0073
 SB0073                          STATION DESCRIPTION
 SB0073
 SB0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0073'IN EAST KITTITAS.
 SB0073'15 RAILS WEST OF THE NORTHWEST CORNER OF THE CHICAGO, MILWAUKEE, ST.
 SB0073'PAUL AND PACIFIC RAILROAD STATION AT EAST KITTITAS, 46 FEET SOUTH OF
 SB0073'THE SOUTH RAIL OF THE MAIN TRACK, AND SET IN THE TOP OF A CONCRETE
 SB0073'POST PROJECTING 0.9 FOOT ABOVE THE GROUND.  WITNESS POST SET 2.5 FEET
 SB0073'SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0166 ***********************************************************************
 SC0166  DESIGNATION -  17.837
 SC0166  PID         -  SC0166
 SC0166  STATE/COUNTY-  WA/COWLITZ
 SC0166  USGS QUAD   -  KELSO (1990)
 SC0166
 SC0166                         *CURRENT SURVEY CONTROL
 SC0166  ___________________________________________________________________
 SC0166* NAD 83(1986)-  46 08 48.     (N)    122 55 41.     (W)     SCALED    
 SC0166* NAVD 88     -         6.671  (meters)      21.89   (feet)  POSTED    
 SC0166  ___________________________________________________________________
 SC0166  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SC0166  DYNAMIC HT  -           6.670 (meters)      21.88  (feet)  COMP
 SC0166  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 SC0166
 SC0166  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 SC0166
 SC0166.The horizontal coordinates were scaled from a topographic map and have
 SC0166.an estimated accuracy of +/- 6 seconds.
 SC0166
 SC0166.The orthometric height was determined by differential leveling
 SC0166.and adjusted by the National Geodetic Survey in 1992..
 SC0166.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 SC0166.rate greater than 8.0 mm/km.
 SC0166
 SC0166.The geoid height was determined by GEOID03.
 SC0166
 SC0166.The dynamic height is computed by dividing the NAVD 88
 SC0166.geopotential number by the normal gravity value computed on the
 SC0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0166.degrees latitude (g = 980.6199 gals.).
 SC0166
 SC0166.The modeled gravity was interpolated from observed gravity values.
 SC0166
 SC0166;                    North         East    Units  Estimated Accuracy
 SC0166;SPC WA S     -    93,290.      312,450.      MT  (+/- 180 meters Scaled)
 SC0166
 SC0166                          SUPERSEDED SURVEY CONTROL
 SC0166
 SC0166  NGVD 29 (??/??/92)    5.703  (m)           18.71   (f) ADJ UNCH    1 2
 SC0166
 SC0166.Superseded values are not recommended for survey control.
 SC0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0166.See file dsdata.txt to determine how the superseded data were derived.
 SC0166
 SC0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES055103(NAD 83)
 SC0166_MARKER: Q = CHISELED SQUARE
 SC0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0166_SP_SET: CURB
 SC0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0166
 SC0166  HISTORY     - Date     Condition        Report By
 SC0166  HISTORY     - UNK      MONUMENTED       USGS
 SC0166  HISTORY     - 1962     MARK NOT FOUND   NGS
 SC0166  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0166
 SC0166                          STATION DESCRIPTION
 SC0166
 SC0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0166'IN LONGVIEW.
 SC0166'WAS AT THE INTERSECTION OF OCEAN BEACH HIGHWAY AND EIGHTH AVENUE,
 SC0166'ABOUT 200 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CATHOLIC SCHOOL.
 SC0166
 SC0166                          STATION RECOVERY (1989)
 SC0166
 SC0166'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0734 ***********************************************************************
 SX0734  DESIGNATION -  1784
 SX0734  PID         -  SX0734
 SX0734  STATE/COUNTY-  WA/KING
 SX0734  USGS QUAD   -  LESTER (1989)
 SX0734
 SX0734                         *CURRENT SURVEY CONTROL
 SX0734  ___________________________________________________________________
 SX0734* NAD 83(1986)-  47 12 44.     (N)    121 25 58.     (W)     SCALED    
 SX0734* NAVD 88     -       545.123  (meters)    1788.46   (feet)  ADJUSTED  
 SX0734  ___________________________________________________________________
 SX0734  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 SX0734  DYNAMIC HT  -         545.114 (meters)    1788.43  (feet)  COMP
 SX0734  MODELED GRAV-     980,580.6   (mgal)                       NAVD 88
 SX0734
 SX0734  VERT ORDER  -  SECOND    CLASS 0
 SX0734
 SX0734.The horizontal coordinates were scaled from a topographic map and have
 SX0734.an estimated accuracy of +/- 6 seconds.
 SX0734
 SX0734.The orthometric height was determined by differential leveling
 SX0734.and adjusted by the National Geodetic Survey in June 1991..
 SX0734
 SX0734.The geoid height was determined by GEOID03.
 SX0734
 SX0734.The dynamic height is computed by dividing the NAVD 88
 SX0734.geopotential number by the normal gravity value computed on the
 SX0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0734.degrees latitude (g = 980.6199 gals.).
 SX0734
 SX0734.The modeled gravity was interpolated from observed gravity values.
 SX0734
 SX0734;                    North         East    Units  Estimated Accuracy
 SX0734;SPC WA N     -    23,770.      454,590.      MT  (+/- 180 meters Scaled)
 SX0734
 SX0734                          SUPERSEDED SURVEY CONTROL
 SX0734
 SX0734  NGVD 29 (??/??/92)  543.951  (m)         1784.61   (f) ADJ UNCH    2 0
 SX0734
 SX0734.Superseded values are not recommended for survey control.
 SX0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0734.See file dsdata.txt to determine how the superseded data were derived.
 SX0734
 SX0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT186299(NAD 83)
 SX0734_MARKER: N = NAIL
 SX0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0734_SP_SET: CONCRETE BASE
 SX0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0734
 SX0734  HISTORY     - Date     Condition        Report By
 SX0734  HISTORY     - UNK      MONUMENTED       USGS
 SX0734  HISTORY     - 1946     GOOD             NGS
 SX0734
 SX0734                          STATION DESCRIPTION
 SX0734
 SX0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SX0734'3.3 MI NE FROM LESTER.
 SX0734'3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0734'STATION AT LESTER, ON THE NORTH SIDE OF THE GREEN RIVER AND IN THE
 SX0734'WEST SIDE OF A CONCRETE BASE SUPPORTING ONE OF THE STEEL LEGS OF THE
 SX0734'LARGE STEEL BRIDGE OF THE NORTHERN PACIFIC RAILROAD OVER THE GREEN
 SX0734'RIVER, 16 FEET SOUTH OF THE CENTER LINE OF THE NACHES FOREST SERVICE
 SX0734'ROAD, ABOUT 1 FOOT HIGHER THAN THE SURFACE OF THE ROAD.  A U.S.G.S.
 SX0734'COPPER NAIL AND WASHER CEMENTED IN A CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1355 ***********************************************************************
 SA1355  DESIGNATION -  1789
 SA1355  PID         -  SA1355
 SA1355  STATE/COUNTY-  WA/YAKIMA
 SA1355  USGS QUAD   -  MABTON EAST (1965)
 SA1355
 SA1355                         *CURRENT SURVEY CONTROL
 SA1355  ___________________________________________________________________
 SA1355* NAD 83(1986)-  46 07 37.     (N)    119 54 26.     (W)     SCALED    
 SA1355* NAVD 88     -       531.037  (meters)    1742.24   (feet)  ADJUSTED  
 SA1355  ___________________________________________________________________
 SA1355  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 SA1355  DYNAMIC HT  -         531.027 (meters)    1742.21  (feet)  COMP
 SA1355  MODELED GRAV-     980,580.2   (mgal)                       NAVD 88
 SA1355
 SA1355  VERT ORDER  -  SECOND    CLASS 0
 SA1355
 SA1355.The horizontal coordinates were scaled from a topographic map and have
 SA1355.an estimated accuracy of +/- 6 seconds.
 SA1355
 SA1355.The orthometric height was determined by differential leveling
 SA1355.and adjusted by the National Geodetic Survey in June 1991..
 SA1355
 SA1355.The geoid height was determined by GEOID03.
 SA1355
 SA1355.The dynamic height is computed by dividing the NAVD 88
 SA1355.geopotential number by the normal gravity value computed on the
 SA1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1355.degrees latitude (g = 980.6199 gals.).
 SA1355
 SA1355.The modeled gravity was interpolated from observed gravity values.
 SA1355
 SA1355;                    North         East    Units  Estimated Accuracy
 SA1355;SPC WA S     -    88,380.      545,810.      MT  (+/- 180 meters Scaled)
 SA1355
 SA1355                          SUPERSEDED SURVEY CONTROL
 SA1355
 SA1355  NGVD 29 (??/??/92)  529.987  (m)         1738.80   (f) ADJ UNCH    2 0
 SA1355
 SA1355.Superseded values are not recommended for survey control.
 SA1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1355.See file dsdata.txt to determine how the superseded data were derived.
 SA1355
 SA1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM754122(NAD 83)
 SA1355_MARKER: P = PIPE CAP
 SA1355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1355_STAMPING: 1789 WASH 1915
 SA1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1355
 SA1355  HISTORY     - Date     Condition        Report By
 SA1355  HISTORY     - 1915     MONUMENTED       USGS
 SA1355  HISTORY     - 1950     GOOD             NGS
 SA1355
 SA1355                          STATION DESCRIPTION
 SA1355
 SA1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SA1355'12.5 MI SE FROM MABTON.
 SA1355'ABOUT 7.2 MILES SOUTH ALONG THE MABTON-BICKLETON ROAD FROM THE
 SA1355'NORTHERN PACIFIC RAILROAD STATION AT MABTON, THENCE 5.3 MILES EAST
 SA1355'ALONG A GRAVEL ROAD, AT THE OLD MAST SCHOOL, AT A T ROAD JUNCTION
 SA1355'LEADING SOUTH TO A RANCH HOUSE, ABOUT 0.1 MILE NORTH OF A LARGE RANCH
 SA1355'HOUSE, 188.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 SA1355'HOUSE, 51.8 FEET SOUTH OF A POWER LINE POLE, 41.0 FEET WEST OF THE
 SA1355'CENTER LINE OF THE T JUNCTION, 21.5 FEET SOUTH OF THE CENTER LINE OF
 SA1355'THE EAST-WEST ROAD, 1.1 FEET NORTHWEST OF A WITNESS POST, 2.0 FEET
 SA1355'HIGHER THAN THE ROAD, AND RIVETED ON TOP OF AN IRON PIPE PROJECTING
 SA1355'1.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4308 ***********************************************************************
 RD4308  DESIGNATION -  1791
 RD4308  PID         -  RD4308
 RD4308  STATE/COUNTY-  WA/CLARK
 RD4308  USGS QUAD   -  ORCHARDS (1990)
 RD4308
 RD4308                         *CURRENT SURVEY CONTROL
 RD4308  ___________________________________________________________________
 RD4308* NAD 83(1986)-  45 38 07.     (N)    122 33 27.     (W)     SCALED    
 RD4308* NAVD 88     -        83.416  (meters)     273.67   (feet)  ADJUSTED  
 RD4308  ___________________________________________________________________
 RD4308  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD4308  DYNAMIC HT  -          83.416 (meters)     273.67  (feet)  COMP
 RD4308  MODELED GRAV-     980,617.8   (mgal)                       NAVD 88
 RD4308
 RD4308  VERT ORDER  -  SECOND    CLASS II
 RD4308
 RD4308.The horizontal coordinates were scaled from a topographic map and have
 RD4308.an estimated accuracy of +/- 6 seconds.
 RD4308
 RD4308.The orthometric height was determined by differential leveling
 RD4308.and adjusted by the National Geodetic Survey in April 1995..
 RD4308
 RD4308.The geoid height was determined by GEOID03.
 RD4308
 RD4308.The dynamic height is computed by dividing the NAVD 88
 RD4308.geopotential number by the normal gravity value computed on the
 RD4308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4308.degrees latitude (g = 980.6199 gals.).
 RD4308
 RD4308.The modeled gravity was interpolated from observed gravity values.
 RD4308
 RD4308;                    North         East    Units  Estimated Accuracy
 RD4308;SPC WA S     -    35,650.      339,590.      MT  (+/- 180 meters Scaled)
 RD4308
 RD4308                          SUPERSEDED SURVEY CONTROL
 RD4308
 RD4308  NGVD 29 (03/17/92)   82.367  (m)          270.23   (f) ADJUSTED    2 2
 RD4308
 RD4308.Superseded values are not recommended for survey control.
 RD4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4308.See file dsdata.txt to determine how the superseded data were derived.
 RD4308
 RD4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER344536(NAD 83)
 RD4308_MARKER: DB = BENCH MARK DISK
 RD4308_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4308_SP_SET: TOP OF CURB
 RD4308_STAMPING: 1791  1990
 RD4308_MARK LOGO: WA-011
 RD4308_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4308+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 RD4308
 RD4308  HISTORY     - Date     Condition        Report By
 RD4308  HISTORY     - 1990     MONUMENTED       WA-011
 RD4308  HISTORY     - 20040311 MARK NOT FOUND   USPSQD
 RD4308  HISTORY     - 20060601 GOOD             USPSQD
 RD4308
 RD4308                          STATION DESCRIPTION
 RD4308
 RD4308'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4308'IN TOP OF EAST CURB OF N.E. 112TH AVE.,1.1 MILES NORTH OF INTERSECTION
 RD4308'WITH S.E. MILL PLAIN ROAD, IN THE SOUTHEAST QUADRANT OF INTERSECTION
 RD4308'WITH N.E. 18TH STREET, 33.4 FT (10.2 M) SOUTH OF CENTERLINE OF 18TH
 RD4308'STREET, 8.4 FT (2.6 M) WEST  OF SIGNAL POLE, 7.4 FT (2.3 M) NORTHWEST
 RD4308'OF POWER POLE NO. A22 27 3693 1968SET 2 IN DIAM DOMED BRASS DISK
 RD4308
 RD4308                          STATION RECOVERY (2004)
 RD4308
 RD4308'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4308'MARK NOT FOUND.
 RD4308
 RD4308                          STATION RECOVERY (2006)
 RD4308
 RD4308'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0133 ***********************************************************************
 SW0133  DESIGNATION -  1798 T
 SW0133  PID         -  SW0133
 SW0133  STATE/COUNTY-  WA/ADAMS
 SW0133  USGS QUAD   -  RITZVILLE SW (1982)
 SW0133
 SW0133                         *CURRENT SURVEY CONTROL
 SW0133  ___________________________________________________________________
 SW0133* NAD 83(1986)-  47 06 51.     (N)    118 23 43.     (W)     SCALED    
 SW0133* NAVD 88     -       548.792  (meters)    1800.50   (feet)  ADJUSTED  
 SW0133  ___________________________________________________________________
 SW0133  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 SW0133  DYNAMIC HT  -         548.811 (meters)    1800.56  (feet)  COMP
 SW0133  MODELED GRAV-     980,631.1   (mgal)                       NAVD 88
 SW0133
 SW0133  VERT ORDER  -  FIRST     CLASS II
 SW0133
 SW0133.The horizontal coordinates were scaled from a topographic map and have
 SW0133.an estimated accuracy of +/- 6 seconds.
 SW0133
 SW0133.The orthometric height was determined by differential leveling
 SW0133.and adjusted by the National Geodetic Survey in June 1991..
 SW0133
 SW0133.The geoid height was determined by GEOID03.
 SW0133
 SW0133.The dynamic height is computed by dividing the NAVD 88
 SW0133.geopotential number by the normal gravity value computed on the
 SW0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0133.degrees latitude (g = 980.6199 gals.).
 SW0133
 SW0133.The modeled gravity was interpolated from observed gravity values.
 SW0133
 SW0133;                    North         East    Units  Estimated Accuracy
 SW0133;SPC WA S     -   200,080.      659,710.      MT  (+/- 180 meters Scaled)
 SW0133
 SW0133                          SUPERSEDED SURVEY CONTROL
 SW0133
 SW0133  NGVD 29 (??/??/92)  547.644  (m)         1796.73   (f) ADJ UNCH    1 2
 SW0133
 SW0133.Superseded values are not recommended for survey control.
 SW0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0133.See file dsdata.txt to determine how the superseded data were derived.
 SW0133
 SW0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN941187(NAD 83)
 SW0133_MARKER: P = PIPE CAP
 SW0133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0133_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0133_STAMPING: 1798 T
 SW0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0133
 SW0133  HISTORY     - Date     Condition        Report By
 SW0133  HISTORY     - UNK      MONUMENTED       USGS
 SW0133  HISTORY     - 1944     GOOD             NGS
 SW0133  HISTORY     - 1956     GOOD             NGS
 SW0133
 SW0133                          STATION DESCRIPTION
 SW0133
 SW0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SW0133'1.2 MI SW FROM RITZVILLE.
 SW0133'1.2 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SW0133'STATION AT RITZVILLE, 59 FEET SOUTHWEST OF THE SOUTH END OF THE
 SW0133'RAILROAD BRIDGE OVER HIGHWAY 10, 48 FEET EAST OF THE EAST RAIL, 3 FEET
 SW0133'NORTH OF A REFERENCE POST.  A U.S.G.S. BRONZE CAP ON THE TOP OF A 3
 SW0133'1/2 INCH IRON PIPE.
 SW0133
 SW0133                          STATION RECOVERY (1956)
 SW0133
 SW0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SW0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1296 ***********************************************************************
 RZ1296  DESIGNATION -  1798.507
 RZ1296  PID         -  RZ1296
 RZ1296  STATE/COUNTY-  WA/GARFIELD
 RZ1296  USGS QUAD   -  GOULD CITY (1981)
 RZ1296
 RZ1296                         *CURRENT SURVEY CONTROL
 RZ1296  ___________________________________________________________________
 RZ1296* NAD 83(1986)-  46 32 00.     (N)    117 33 42.     (W)     SCALED    
 RZ1296* NAVD 88     -       549.119  (meters)    1801.57   (feet)  ADJUSTED  
 RZ1296  ___________________________________________________________________
 RZ1296  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 RZ1296  DYNAMIC HT  -         549.102 (meters)    1801.51  (feet)  COMP
 RZ1296  MODELED GRAV-     980,566.1   (mgal)                       NAVD 88
 RZ1296
 RZ1296  VERT ORDER  -  SECOND    CLASS 0
 RZ1296
 RZ1296.The horizontal coordinates were scaled from a topographic map and have
 RZ1296.an estimated accuracy of +/- 6 seconds.
 RZ1296
 RZ1296.The orthometric height was determined by differential leveling
 RZ1296.and adjusted by the National Geodetic Survey in June 1991..
 RZ1296
 RZ1296.The geoid height was determined by GEOID03.
 RZ1296
 RZ1296.The dynamic height is computed by dividing the NAVD 88
 RZ1296.geopotential number by the normal gravity value computed on the
 RZ1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1296.degrees latitude (g = 980.6199 gals.).
 RZ1296
 RZ1296.The modeled gravity was interpolated from observed gravity values.
 RZ1296
 RZ1296;                    North         East    Units  Estimated Accuracy
 RZ1296;SPC WA S     -   137,580.      725,350.      MT  (+/- 180 meters Scaled)
 RZ1296
 RZ1296                          SUPERSEDED SURVEY CONTROL
 RZ1296
 RZ1296  NGVD 29 (??/??/92)  548.143  (m)         1798.37   (f) ADJ UNCH    2 0
 RZ1296
 RZ1296.Superseded values are not recommended for survey control.
 RZ1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1296.See file dsdata.txt to determine how the superseded data were derived.
 RZ1296
 RZ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM569534(NAD 83)
 RZ1296_MARKER: Q = CHISELED SQUARE
 RZ1296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1296_SP_SET: CULVERT
 RZ1296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1296
 RZ1296  HISTORY     - Date     Condition        Report By
 RZ1296  HISTORY     - UNK      MONUMENTED       USGS
 RZ1296  HISTORY     - 1959     GOOD             NGS
 RZ1296
 RZ1296                          STATION DESCRIPTION
 RZ1296
 RZ1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ1296'6.7 MI N FROM POMEROY.
 RZ1296'1.7 MILES EAST ALONG U. S. HIGHWAY 410 FROM THE COURTHOUSE AT POMEROY,
 RZ1296'THENCE 5.0 MILES NORTH ALONG GOULD CITY-MAYVIEW ROAD, ON THE OUTSIDE
 RZ1296'OF A COURVE, AT A 6- BY 6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 RZ1296'WEST END OF THE NORTH CONCRETE HEADWALL, 15 FEET NORTH OF THE CENTER
 RZ1296'LINE OF THE ROAD, AND ABOUT 1 FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0410 ***********************************************************************
 TR0410  DESIGNATION -  18
 TR0410  PID         -  TR0410
 TR0410  STATE/COUNTY-  WA/ISLAND
 TR0410  USGS QUAD   -  OAK HARBOR (1973)
 TR0410
 TR0410                         *CURRENT SURVEY CONTROL
 TR0410  ___________________________________________________________________
 TR0410* NAD 83(1986)-  48 20 18.     (N)    122 40 09.     (W)     SCALED    
 TR0410* NAVD 88     -        13.817  (meters)      45.33   (feet)  ADJUSTED  
 TR0410  ___________________________________________________________________
 TR0410  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR0410  DYNAMIC HT  -          13.820 (meters)      45.34  (feet)  COMP
 TR0410  MODELED GRAV-     980,860.3   (mgal)                       NAVD 88
 TR0410
 TR0410  VERT ORDER  -  FIRST     CLASS II
 TR0410
 TR0410.The horizontal coordinates were scaled from a topographic map and have
 TR0410.an estimated accuracy of +/- 6 seconds.
 TR0410
 TR0410.The orthometric height was determined by differential leveling
 TR0410.and adjusted by the National Geodetic Survey in June 1991..
 TR0410
 TR0410.The geoid height was determined by GEOID03.
 TR0410
 TR0410.The dynamic height is computed by dividing the NAVD 88
 TR0410.geopotential number by the normal gravity value computed on the
 TR0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0410.degrees latitude (g = 980.6199 gals.).
 TR0410
 TR0410.The modeled gravity was interpolated from observed gravity values.
 TR0410
 TR0410;                    North         East    Units  Estimated Accuracy
 TR0410;SPC WA N     -   150,420.      363,920.      MT  (+/- 180 meters Scaled)
 TR0410
 TR0410                          SUPERSEDED SURVEY CONTROL
 TR0410
 TR0410  NGVD 29 (??/??/92)   12.67   (m)           41.6    (f) COMPUTED    1 2
 TR0410
 TR0410.Superseded values are not recommended for survey control.
 TR0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0410.See file dsdata.txt to determine how the superseded data were derived.
 TR0410
 TR0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU245539(NAD 83)
 TR0410_MARKER: Z = SEE DESCRIPTION
 TR0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0410_STAMPING: 18
 TR0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0410+STABILITY: SURFACE MOTION
 TR0410
 TR0410  HISTORY     - Date     Condition        Report By
 TR0410  HISTORY     - UNK      MONUMENTED       DOD
 TR0410  HISTORY     - 1952     GOOD             NGS
 TR0410  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0410
 TR0410                          STATION DESCRIPTION
 TR0410
 TR0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0410'4.9 MI NW FROM OAK HARBOR.
 TR0410'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0410'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.9 MILE WEST
 TR0410'ALONG TORPEDO ROAD, THENCE 0.1 MILE NORTH ALONG LANGLEY BLVD., AT AULT
 TR0410'FIELD, AT THE T JUNCTION OF YORKTOWN STREET, 144.2 FEET NORTHWEST OF
 TR0410'THE NORTHWEST CORNER OF THE AULT FIELD INFIRMARY, 37.5 FEET WEST OF
 TR0410'THE NORTHWEST CORNER OF A 11- BY 12-FOOT CONCRETE HOUSING FOR AN UNDER
 TR0410'GROUND STEAM PIPE VALVE, 28 1/2 FEET SOUTHWEST OF A POWER LINE POLE
 TR0410'WITH A GUY WIRE, IN LINE WITH THE CENTER LINE OF YORKTOWN STREET, 16.3
 TR0410'FEET EAST OF THE CENTER LINE OF THE BLVD., 0.5 FOOT LOWER THAN THE
 TR0410'SURFACE OF THE GROUND, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 TR0410'ENCASED BY A 6-INCH STEEL PIPE WITH A CAST IRON COVER. NOTE-- HOUSING
 TR0410'DEVELOPMENT OCCUPYING AREA.
 TR0410
 TR0410                          STATION RECOVERY (1973)
 TR0410
 TR0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0445 ***********************************************************************
 TR0445  DESIGNATION -  18
 TR0445  PID         -  TR0445
 TR0445  STATE/COUNTY-  WA/ISLAND
 TR0445  USGS QUAD   -  OAK HARBOR (1973)
 TR0445
 TR0445                         *CURRENT SURVEY CONTROL
 TR0445  ___________________________________________________________________
 TR0445* NAD 83(1986)-  48 16 29.     (N)    122 37 51.     (W)     SCALED    
 TR0445* NAVD 88     -        21.848  (meters)      71.68   (feet)  ADJUSTED  
 TR0445  ___________________________________________________________________
 TR0445  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 TR0445  DYNAMIC HT  -          21.853 (meters)      71.70  (feet)  COMP
 TR0445  MODELED GRAV-     980,835.7   (mgal)                       NAVD 88
 TR0445
 TR0445  VERT ORDER  -  FIRST     CLASS II
 TR0445
 TR0445.This mark is at Oak Harbor Air Park  (76S)
 TR0445
 TR0445.The horizontal coordinates were scaled from a topographic map and have
 TR0445.an estimated accuracy of +/- 6 seconds.
 TR0445
 TR0445.The orthometric height was determined by differential leveling
 TR0445.and adjusted by the National Geodetic Survey in June 1991..
 TR0445
 TR0445.The geoid height was determined by GEOID03.
 TR0445
 TR0445.The dynamic height is computed by dividing the NAVD 88
 TR0445.geopotential number by the normal gravity value computed on the
 TR0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0445.degrees latitude (g = 980.6199 gals.).
 TR0445
 TR0445.The modeled gravity was interpolated from observed gravity values.
 TR0445
 TR0445;                    North         East    Units  Estimated Accuracy
 TR0445;SPC WA N     -   143,290.      366,590.      MT  (+/- 180 meters Scaled)
 TR0445
 TR0445                          SUPERSEDED SURVEY CONTROL
 TR0445
 TR0445  NGVD 29 (??/??/92)   20.70   (m)           67.9    (f) COMPUTED    1 2
 TR0445
 TR0445.Superseded values are not recommended for survey control.
 TR0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0445.See file dsdata.txt to determine how the superseded data were derived.
 TR0445
 TR0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU273469(NAD 83)
 TR0445_MARKER: Z = SEE DESCRIPTION
 TR0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0445+STABILITY: SURFACE MOTION
 TR0445
 TR0445  HISTORY     - Date     Condition        Report By
 TR0445  HISTORY     - UNK      MONUMENTED       DOD
 TR0445  HISTORY     - 1952     GOOD             NGS
 TR0445  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0445
 TR0445                          STATION DESCRIPTION
 TR0445
 TR0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0445'1.9 MI SE FROM OAK HARBOR.
 TR0445'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0445'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0445'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.25 MILE SOUTH
 TR0445'ALONG CORAL SEA AVENUE, THENCE 0.7 MILE SOUTHWEST ALONG THE SOUTHWEST
 TR0445'FORK OF CORAL SEA AVENUE, 8 FEET SOUTH OF THE CENTER OF THE JUNCTION
 TR0445'OF A PRIVATE DRIVEWAY LEADING EAST, ON THE CENTER LINE OF THE AVENUE,
 TR0445'81.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE HOUSE, 42 1/2
 TR0445'FEET SOUTHEAST OF A POWER LINE POLE, 23.2 FEET WEST OF THE SOUTHWEST
 TR0445'CORNER OF A WHITE PICKET FENCE, 0.5 FOOT BELOW THE AVENUE SURFACE, AND
 TR0445'SET IN THE TOP OF A CONCRETE POST WHICH IS ENCASED IN A 6-INCH STEEL
 TR0445'PIPE WITH A CAST IRON COVER.
 TR0445
 TR0445                          STATION RECOVERY (1973)
 TR0445
 TR0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0678 ***********************************************************************
 TP0678  DESIGNATION -  18 AA
 TP0678  PID         -  TP0678
 TP0678  STATE/COUNTY-  WA/OKANOGAN
 TP0678  USGS QUAD   -  CORRAL BUTTE (1981)
 TP0678
 TP0678                         *CURRENT SURVEY CONTROL
 TP0678  ___________________________________________________________________
 TP0678* NAD 83(1986)-  48 51 49.     (N)    119 53 55.     (W)     SCALED    
 TP0678* NAVD 88     -      1617.506  (meters)    5306.77   (feet)  ADJUSTED  
 TP0678  ___________________________________________________________________
 TP0678  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 TP0678  DYNAMIC HT  -        1617.439 (meters)    5306.55  (feet)  COMP
 TP0678  MODELED GRAV-     980,510.6   (mgal)                       NAVD 88
 TP0678
 TP0678  VERT ORDER  -  SECOND    CLASS 0
 TP0678
 TP0678.The horizontal coordinates were scaled from a topographic map and have
 TP0678.an estimated accuracy of +/- 6 seconds.
 TP0678
 TP0678.The orthometric height was determined by differential leveling
 TP0678.and adjusted by the National Geodetic Survey in June 1991..
 TP0678
 TP0678.The geoid height was determined by GEOID03.
 TP0678
 TP0678.The dynamic height is computed by dividing the NAVD 88
 TP0678.geopotential number by the normal gravity value computed on the
 TP0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0678.degrees latitude (g = 980.6199 gals.).
 TP0678
 TP0678.The modeled gravity was interpolated from observed gravity values.
 TP0678
 TP0678;                    North         East    Units  Estimated Accuracy
 TP0678;SPC WA N     -   207,630.      568,580.      MT  (+/- 180 meters Scaled)
 TP0678
 TP0678                          SUPERSEDED SURVEY CONTROL
 TP0678
 TP0678  NGVD 29 (??/??/92) 1616.045  (m)         5301.97   (f) ADJ UNCH    2 0
 TP0678
 TP0678.Superseded values are not recommended for survey control.
 TP0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0678.See file dsdata.txt to determine how the superseded data were derived.
 TP0678
 TP0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ874163(NAD 83)
 TP0678_MARKER: DD = SURVEY DISK
 TP0678_SETTING: 66 = SET IN ROCK OUTCROP
 TP0678_SP_SET: GRANITE OUTCROP
 TP0678_STAMPING: 18 AA 1954 5302
 TP0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0678+STABILITY: POSITION/ELEVATION WELL
 TP0678
 TP0678  HISTORY     - Date     Condition        Report By
 TP0678  HISTORY     - 1954     MONUMENTED       USGS
 TP0678  HISTORY     - 1959     GOOD             NGS
 TP0678
 TP0678                          STATION DESCRIPTION
 TP0678
 TP0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0678'20.55 MI W FROM LOOMIS.
 TP0678'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0678'LOOMIS, THENCE 18.4 MILES WEST ALONG A GRAVEL ROAD, 0.15 MILE WEST OF
 TP0678'A CATTLEGUARD, ON THE OUTSIDE OF A CURVE, IN TOP OF A 12-BY 12-FOOT
 TP0678'GRANITE OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 44
 TP0678'FEET (SLOPE MEASUREMENT) SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 TP0678'ROAD, 2.8 FEET EAST OF A WITNESS POST, AND ABOUT 10 FEET LOWER THAN
 TP0678'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0131 ***********************************************************************
 TR0131  DESIGNATION -  18 ARS
 TR0131  PID         -  TR0131
 TR0131  STATE/COUNTY-  WA/SKAGIT
 TR0131  USGS QUAD   -  CONWAY (1981)
 TR0131
 TR0131                         *CURRENT SURVEY CONTROL
 TR0131  ___________________________________________________________________
 TR0131* NAD 83(1986)-  48 18 29.     (N)    122 20 56.     (W)     SCALED    
 TR0131* NAVD 88     -         3.280  (meters)      10.76   (feet)  ADJUSTED  
 TR0131  ___________________________________________________________________
 TR0131  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 TR0131  DYNAMIC HT  -           3.281 (meters)      10.76  (feet)  COMP
 TR0131  MODELED GRAV-     980,831.6   (mgal)                       NAVD 88
 TR0131
 TR0131  VERT ORDER  -  FIRST     CLASS I
 TR0131
 TR0131.The horizontal coordinates were scaled from a topographic map and have
 TR0131.an estimated accuracy of +/- 6 seconds.
 TR0131
 TR0131.The orthometric height was determined by differential leveling
 TR0131.and adjusted by the National Geodetic Survey in June 1991..
 TR0131
 TR0131.The geoid height was determined by GEOID03.
 TR0131
 TR0131.The dynamic height is computed by dividing the NAVD 88
 TR0131.geopotential number by the normal gravity value computed on the
 TR0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0131.degrees latitude (g = 980.6199 gals.).
 TR0131
 TR0131.The modeled gravity was interpolated from observed gravity values.
 TR0131
 TR0131;                    North         East    Units  Estimated Accuracy
 TR0131;SPC WA N     -   146,540.      387,590.      MT  (+/- 180 meters Scaled)
 TR0131
 TR0131                          SUPERSEDED SURVEY CONTROL
 TR0131
 TR0131  NGVD 29 (??/??/92)    2.133  (m)            7.00   (f) ADJ UNCH    1 1
 TR0131
 TR0131.Superseded values are not recommended for survey control.
 TR0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0131.See file dsdata.txt to determine how the superseded data were derived.
 TR0131
 TR0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU482507(NAD 83)
 TR0131_MARKER: DD = SURVEY DISK
 TR0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0131_STAMPING: 18 ARS 7 1940
 TR0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0131+STABILITY: SURFACE MOTION
 TR0131
 TR0131  HISTORY     - Date     Condition        Report By
 TR0131  HISTORY     - 1940     MONUMENTED       USGS
 TR0131  HISTORY     - 1973     GOOD             NGS
 TR0131
 TR0131                          STATION DESCRIPTION
 TR0131
 TR0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0131'2.25 MI S FROM CONWAY.
 TR0131'2.25 MILES SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0131'CROSSING OF SPRUCE STREET AT CONWAY, AT MILLTOWN, AT THE CROSSING OF A
 TR0131'GRAVELED ROAD, 68.1 FEET EAST OF THE EAST RAIL, 18 FEET WEST OF CENTER
 TR0131'LINE OF STATE HIGHWAY 530, 35 FEET SOUTH OF THE CENTER LINE OF THE
 TR0131'ROAD, 43 1/2 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 TR0131'MILLTOWN ROAD, 6.5 FEET SOUTH OF THE SOUTH END OF THE WEST CONCRETE
 TR0131'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 16 1/2 FEET EAST-SOUTHEAST OF
 TR0131'POWER POLE 4532, 1.1 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A
 TR0131'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND, ABOUT 4 FEET LOWER
 TR0131'THAN THE RAILROAD, AND ABOUT LEVEL WITH THE HIGHWAY. SEC 31, T 33N, R
 TR0131'4E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0135 ***********************************************************************
 TR0135  DESIGNATION -  18 R S
 TR0135  PID         -  TR0135
 TR0135  STATE/COUNTY-  WA/SNOHOMISH
 TR0135  USGS QUAD   -  CONWAY (1981)
 TR0135
 TR0135                         *CURRENT SURVEY CONTROL
 TR0135  ___________________________________________________________________
 TR0135* NAD 83(1986)-  48 16 32.     (N)    122 21 46.     (W)     SCALED    
 TR0135* NAVD 88     -         3.945  (meters)      12.94   (feet)  ADJUSTED  
 TR0135  ___________________________________________________________________
 TR0135  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 TR0135  DYNAMIC HT  -           3.946 (meters)      12.95  (feet)  COMP
 TR0135  MODELED GRAV-     980,820.5   (mgal)                       NAVD 88
 TR0135
 TR0135  VERT ORDER  -  FIRST     CLASS II
 TR0135
 TR0135.The horizontal coordinates were scaled from a topographic map and have
 TR0135.an estimated accuracy of +/- 6 seconds.
 TR0135
 TR0135.The orthometric height was determined by differential leveling
 TR0135.and adjusted by the National Geodetic Survey in June 1991..
 TR0135
 TR0135.The geoid height was determined by GEOID03.
 TR0135
 TR0135.The dynamic height is computed by dividing the NAVD 88
 TR0135.geopotential number by the normal gravity value computed on the
 TR0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0135.degrees latitude (g = 980.6199 gals.).
 TR0135
 TR0135.The modeled gravity was interpolated from observed gravity values.
 TR0135
 TR0135;                    North         East    Units  Estimated Accuracy
 TR0135;SPC WA N     -   142,950.      386,490.      MT  (+/- 180 meters Scaled)
 TR0135
 TR0135                          SUPERSEDED SURVEY CONTROL
 TR0135
 TR0135  NGVD 29 (??/??/92)    2.83   (m)            9.3    (f) COMPUTED    1 2
 TR0135
 TR0135.Superseded values are not recommended for survey control.
 TR0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0135.See file dsdata.txt to determine how the superseded data were derived.
 TR0135
 TR0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU472471(NAD 83)
 TR0135_MARKER: DD = SURVEY DISK
 TR0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0135_STAMPING: 18 R S 9 1940
 TR0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0135+STABILITY: SURFACE MOTION
 TR0135
 TR0135  HISTORY     - Date     Condition        Report By
 TR0135  HISTORY     - 1940     MONUMENTED       USGS
 TR0135  HISTORY     - 1952     GOOD             NGS
 TR0135  HISTORY     - 1973     MARK NOT FOUND   NGS
 TR0135  HISTORY     - 19910721 MARK NOT FOUND   USPSQD
 TR0135  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR0135
 TR0135                          STATION DESCRIPTION
 TR0135
 TR0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0135'2.5 MI N FROM STANWOOD.
 TR0135'2.5 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TR0135'STANWOOD, 0.1 MILE SOUTH OF MILEPOLE 58, 106.6 FEET WEST OF THE
 TR0135'NORTHWEST CORNER OF THE STANWOOD WATER COMPANY PUMPHOUSE, 96 1/2 FEET
 TR0135'EAST OF THE CENTER OF A CONCRETE HIGHWAY CROSSING, 14.0 FEET EAST OF
 TR0135'THE CENTER LINE OF STATE HIGHWAY 1E, 3.0 FEET SOUTH OF THE NORTH END
 TR0135'OF A HIGHWAY GUARD RAIL, 1.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 TR0135'WITH THE TRACK AND HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TR0135'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 TR0135
 TR0135                          STATION RECOVERY (1973)
 TR0135
 TR0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TR0135'MARK NOT FOUND.
 TR0135
 TR0135                          STATION RECOVERY (1991)
 TR0135
 TR0135'RECOVERY NOTE BY US POWER SQUADRON 1991 (TAT)
 TR0135'MARK NOT FOUND.
 TR0135
 TR0135                          STATION RECOVERY (2001)
 TR0135
 TR0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0135'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0469 ***********************************************************************
 SY0469  DESIGNATION -  18 WAHC
 SY0469  PID         -  SY0469
 SY0469  STATE/COUNTY-  WA/KING
 SY0469  USGS QUAD   -  POVERTY BAY (1994)
 SY0469
 SY0469                         *CURRENT SURVEY CONTROL
 SY0469  ___________________________________________________________________
 SY0469* NAD 83(1991)-  47 31 59.01986(N)    122 17 44.74203(W)     ADJUSTED  
 SY0469* NAVD 88     -        33.713  (meters)     110.61   (feet)  ADJUSTED  
 SY0469  ___________________________________________________________________
 SY0469  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 SY0469  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 SY0469  DYNAMIC HT  -          33.717 (meters)     110.62  (feet)  COMP
 SY0469  MODELED GRAV-     980,744.9   (mgal)                       NAVD 88
 SY0469
 SY0469  HORZ ORDER  -  SECOND
 SY0469  VERT ORDER  -  SECOND    CLASS 0
 SY0469
 SY0469.The horizontal coordinates were established by classical geodetic methods
 SY0469.and adjusted by the National Geodetic Survey in December 1991..
 SY0469
 SY0469.The orthometric height was determined by differential leveling
 SY0469.and adjusted by the National Geodetic Survey in June 1991..
 SY0469
 SY0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0469
 SY0469.The geoid height was determined by GEOID03.
 SY0469
 SY0469.The dynamic height is computed by dividing the NAVD 88
 SY0469.geopotential number by the normal gravity value computed on the
 SY0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0469.degrees latitude (g = 980.6199 gals.).
 SY0469
 SY0469.The modeled gravity was interpolated from observed gravity values.
 SY0469
 SY0469;                    North         East     Units Scale Factor Converg.
 SY0469;SPC WA N     -    60,313.132   389,891.910   MT  0.99999400   -1 05 19.7
 SY0469;SPC WA N     -   197,877.33  1,279,170.37   sFT  0.99999400   -1 05 19.7
 SY0469;UTM  10      - 5,264,644.324   553,005.182   MT  0.99963453   +0 31 10.2
 SY0469
 SY0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0469!SPC WA N     -   0.99999838  x   0.99999400  =   0.99999238
 SY0469!UTM  10      -   0.99999838  x   0.99963453  =   0.99963291
 SY0469
 SY0469                          SUPERSEDED SURVEY CONTROL
 SY0469
 SY0469  NAD 83(1986)-  47 31 59.01360(N)    122 17 44.74934(W) AD(       ) 2
 SY0469  NAD 27      -  47 31 59.65800(N)    122 17 40.30300(W) AD(       ) 2
 SY0469  NGVD 29 (??/??/??)   32.611  (m)          106.99   (f) ADJUSTED    2 0
 SY0469
 SY0469.Superseded values are not recommended for survey control.
 SY0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0469.See file dsdata.txt to determine how the superseded data were derived.
 SY0469
 SY0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5300564644(NAD 83)
 SY0469_MARKER: Z = SEE DESCRIPTION
 SY0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0469+STABILITY: SURFACE MOTION
 SY0469
 SY0469  HISTORY     - Date     Condition        Report By
 SY0469  HISTORY     - 1957     MONUMENTED       WAHC
 SY0469  HISTORY     - 1958     GOOD             CGS
 SY0469  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0469  HISTORY     - 1962     MARK NOT FOUND   CGS
 SY0469
 SY0469                          STATION DESCRIPTION
 SY0469
 SY0469'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0469'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF SEATTLE,
 SY0469'ON THE WEST SLOPE OF BEACON HILL AND IN THE SOUTHEAST CORNER OF
 SY0469'THE INTERSECTION OF MILITARY ROAD AND PORTLAND STREET.
 SY0469'
 SY0469'THE STATION IS A STEEL PIN SET IN THE TOP OF A ROUND CONCRETE
 SY0469'POST WHICH IS ABOUT 4 INCHES IN DIAMETER AND PROJECTING 4 INCHES
 SY0469'ABOVE THE SURFACE OF THE GROUND.  IT IS 26 FEET SOUTHEAST OF THE
 SY0469'INTERSECTION, 13 FEET SOUTH OF THE CENTER OF PORTLAND STREET AND
 SY0469'3 FEET NORTHEAST OF A POWER POLE.
 SY0469'
 SY0469'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RAIL
 SY0469'1956.  IT IS 28.994 METERS (95.12 FEET) WEST OF THE STATION.
 SY0469
 SY0469                          STATION RECOVERY (1958)
 SY0469
 SY0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0469'IN SEATTLE.
 SY0469'AT SEATTLE, KING COUNTY, IN THE SOUTH CENTRAL SECTION, ON THE WEST
 SY0469'SLOPE OF BEACON HILL, 95.12 FEET WEST OF TRAINGULATION STATION RAIL,
 SY0469'IN THE SOUTHEAST CORNER OF INTERSECTION OF MILITARY ROAD AND PORTLAND
 SY0469'STREET, 26 FEET SOUTHEAST OF THE INTERSECTION, 13 FEET SOUTH OF THE
 SY0469'CENTERLINE OF PORTLAND STREET, AND 3 FEET NORTHEAST OF A POWER POLE. A
 SY0469'STEEL PIN SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 4 INCHES IN
 SY0469'DIAMETER AND PROJECTING 4 INCHES ABOVE THE GROUND.
 SY0469
 SY0469                          STATION RECOVERY (1962)
 SY0469
 SY0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0469'A SEARCH WAS MADE FOR THE MARK AND IT APPARENTLY HAS BEEN DESTROYED.
 SY0469
 SY0469                          STATION RECOVERY (1962)
 SY0469
 SY0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1077 ***********************************************************************
 RC1077  DESIGNATION -  18 WF
 RC1077  PID         -  RC1077
 RC1077  STATE/COUNTY-  WA/KLICKITAT
 RC1077  USGS QUAD   -  HUSUM (1994)
 RC1077
 RC1077                         *CURRENT SURVEY CONTROL
 RC1077  ___________________________________________________________________
 RC1077* NAD 83(1986)-  45 47 47.     (N)    121 29 08.     (W)     SCALED    
 RC1077* NAVD 88     -       118.951  (meters)     390.26   (feet)  ADJUSTED  
 RC1077  ___________________________________________________________________
 RC1077  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 RC1077  DYNAMIC HT  -         118.948 (meters)     390.25  (feet)  COMP
 RC1077  MODELED GRAV-     980,596.2   (mgal)                       NAVD 88
 RC1077
 RC1077  VERT ORDER  -  SECOND    CLASS 0
 RC1077
 RC1077.The horizontal coordinates were scaled from a topographic map and have
 RC1077.an estimated accuracy of +/- 6 seconds.
 RC1077
 RC1077.The orthometric height was determined by differential leveling
 RC1077.and adjusted by the National Geodetic Survey in June 1991..
 RC1077
 RC1077.The geoid height was determined by GEOID03.
 RC1077
 RC1077.The dynamic height is computed by dividing the NAVD 88
 RC1077.geopotential number by the normal gravity value computed on the
 RC1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1077.degrees latitude (g = 980.6199 gals.).
 RC1077
 RC1077.The modeled gravity was interpolated from observed gravity values.
 RC1077
 RC1077;                    North         East    Units  Estimated Accuracy
 RC1077;SPC WA S     -    51,950.      423,380.      MT  (+/- 180 meters Scaled)
 RC1077
 RC1077                          SUPERSEDED SURVEY CONTROL
 RC1077
 RC1077  NGVD 29 (??/??/92)  117.926  (m)          386.90   (f) ADJ UNCH    2 0
 RC1077
 RC1077.Superseded values are not recommended for survey control.
 RC1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1077.See file dsdata.txt to determine how the superseded data were derived.
 RC1077
 RC1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR176725(NAD 83)
 RC1077_MARKER: DD = SURVEY DISK
 RC1077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1077_SP_SET: BRIDGE
 RC1077_STAMPING: 18 WF 1955 387
 RC1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1077
 RC1077  HISTORY     - Date     Condition        Report By
 RC1077  HISTORY     - 1955     MONUMENTED       USGS
 RC1077  HISTORY     - 1956     GOOD             NGS
 RC1077  HISTORY     - 1968     GOOD             USGS
 RC1077  HISTORY     - 1987     GOOD             USPSQD
 RC1077
 RC1077                          STATION DESCRIPTION
 RC1077
 RC1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1077'IN HUSUM.
 RC1077'AT HUSUM, IN T4N R11E S31, ALONG STATE HIGHWAY 8-D, 143.3 FEET
 RC1077'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE OVER
 RC1077'RATTLESNAKE CREEK, IN THE WEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 RC1077'BRIDGE OVER RATTLESNAKE CREEK, IN THE TOP OF A HUGE BOULDER WHICH
 RC1077'PROJECTS 4-FOOT ABOVE THE GROUND, 78 1/2 FEET WEST OF THE CENTER LINE
 RC1077'OF THE HIGHWAY, 22 1/2 FEET NORTHWEST OF THE CENTER LINE OF AN
 RC1077'ABANDONED PAVED ROAD, ABOUT LEVEL WITH THE HIGHWAY, AND MARKED BY
 RC1077'WHITE PAINTED LETTERS USBM.
 RC1077
 RC1077                          STATION RECOVERY (1968)
 RC1077
 RC1077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RC1077'RECOVERED IN GOOD CONDITION.
 RC1077
 RC1077                          STATION RECOVERY (1987)
 RC1077
 RC1077'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0222 ***********************************************************************
 SB0222  DESIGNATION -  1803 USGS
 SB0222  PID         -  SB0222
 SB0222  STATE/COUNTY-  WA/YAKIMA
 SB0222  USGS QUAD   -  BLACK ROCK SPRING (1953)
 SB0222
 SB0222                         *CURRENT SURVEY CONTROL
 SB0222  ___________________________________________________________________
 SB0222* NAD 83(1986)-  46 30 16.     (N)    120 05 47.     (W)     SCALED    
 SB0222* NAVD 88     -       550.686  (meters)    1806.71   (feet)  ADJUSTED  
 SB0222  ___________________________________________________________________
 SB0222  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 SB0222  DYNAMIC HT  -         550.672 (meters)    1806.66  (feet)  COMP
 SB0222  MODELED GRAV-     980,572.1   (mgal)                       NAVD 88
 SB0222
 SB0222  VERT ORDER  -  SECOND    CLASS 0
 SB0222
 SB0222.The horizontal coordinates were scaled from a topographic map and have
 SB0222.an estimated accuracy of +/- 6 seconds.
 SB0222
 SB0222.The orthometric height was determined by differential leveling
 SB0222.and adjusted by the National Geodetic Survey in June 1991..
 SB0222
 SB0222.The geoid height was determined by GEOID03.
 SB0222
 SB0222.The dynamic height is computed by dividing the NAVD 88
 SB0222.geopotential number by the normal gravity value computed on the
 SB0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0222.degrees latitude (g = 980.6199 gals.).
 SB0222
 SB0222.The modeled gravity was interpolated from observed gravity values.
 SB0222
 SB0222;                    North         East    Units  Estimated Accuracy
 SB0222;SPC WA S     -   130,250.      530,980.      MT  (+/- 180 meters Scaled)
 SB0222
 SB0222                          SUPERSEDED SURVEY CONTROL
 SB0222
 SB0222  NGVD 29 (??/??/92)  549.582  (m)         1803.09   (f) ADJ UNCH    2 0
 SB0222
 SB0222.Superseded values are not recommended for survey control.
 SB0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0222.See file dsdata.txt to determine how the superseded data were derived.
 SB0222
 SB0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS227541(NAD 83)
 SB0222_MARKER: DD = SURVEY DISK
 SB0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0222_STAMPING: 1803
 SB0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0222+STABILITY: SURFACE MOTION
 SB0222
 SB0222  HISTORY     - Date     Condition        Report By
 SB0222  HISTORY     - UNK      MONUMENTED       USGS
 SB0222  HISTORY     - 1949     GOOD             NGS
 SB0222
 SB0222                          STATION DESCRIPTION
 SB0222
 SB0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0222'3.6 MI E FROM WASHINGTON STATE QUARANTINE STA.
 SB0222'3.6 MILES EAST ALONG STATE HIGHWAY 11-A FROM THE WASHINGTON STATE
 SB0222'QUARANTINE STATION, AT THE TOP OF A SMALL HILL, 298 FEET EAST OF THE
 SB0222'EAST END OF A BRIDGE, 275 FEET SOUTH OF POWER LINE POLE 1679, 93.0
 SB0222'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 48 1/2 FEET NORTHEAST OF
 SB0222'A TELEPHONE POLE, ABOUT 15 FEET HIGHER THAN THE HIGHWAY, 2.4 FEET
 SB0222'SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SB0222'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0438 ***********************************************************************
 SW0438  DESIGNATION -  1819
 SW0438  PID         -  SW0438
 SW0438  STATE/COUNTY-  WA/GRANT
 SW0438  USGS QUAD   -  HARTLINE NW (1968)
 SW0438
 SW0438                         *CURRENT SURVEY CONTROL
 SW0438  ___________________________________________________________________
 SW0438* NAD 83(1986)-  47 39 38.     (N)    119 12 39.     (W)     SCALED    
 SW0438* NAVD 88     -       555.418  (meters)    1822.23   (feet)  ADJUSTED  
 SW0438  ___________________________________________________________________
 SW0438  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 SW0438  DYNAMIC HT  -         555.462 (meters)    1822.38  (feet)  COMP
 SW0438  MODELED GRAV-     980,673.9   (mgal)                       NAVD 88
 SW0438
 SW0438  VERT ORDER  -  SECOND    CLASS 0
 SW0438
 SW0438.The horizontal coordinates were scaled from a topographic map and have
 SW0438.an estimated accuracy of +/- 6 seconds.
 SW0438
 SW0438.The orthometric height was determined by differential leveling
 SW0438.and adjusted by the National Geodetic Survey in June 1991..
 SW0438
 SW0438.The geoid height was determined by GEOID03.
 SW0438
 SW0438.The dynamic height is computed by dividing the NAVD 88
 SW0438.geopotential number by the normal gravity value computed on the
 SW0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0438.degrees latitude (g = 980.6199 gals.).
 SW0438
 SW0438.The modeled gravity was interpolated from observed gravity values.
 SW0438
 SW0438;                    North         East    Units  Estimated Accuracy
 SW0438;SPC WA S     -   259,480.      596,840.      MT  (+/- 180 meters Scaled)
 SW0438
 SW0438                          SUPERSEDED SURVEY CONTROL
 SW0438
 SW0438  NGVD 29 (??/??/92)  554.240  (m)         1818.37   (f) ADJ UNCH    2 0
 SW0438
 SW0438.Superseded values are not recommended for survey control.
 SW0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0438.See file dsdata.txt to determine how the superseded data were derived.
 SW0438
 SW0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN340809(NAD 83)
 SW0438_MARKER: P = PIPE CAP
 SW0438_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0438_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0438_STAMPING: 1819 T
 SW0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0438
 SW0438  HISTORY     - Date     Condition        Report By
 SW0438  HISTORY     - UNK      MONUMENTED       USGS
 SW0438  HISTORY     - 1966     GOOD             NGS
 SW0438
 SW0438                          STATION DESCRIPTION
 SW0438
 SW0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0438'4.0 MI NE FROM ODAIR.
 SW0438'REACHED FROM THE INTERSECTION OF U. S. HIGHWAY 2 AND A STREET, AT THE
 SW0438'SOUTHEAST CORNER OF THE SCHOOL GROUNDS AT HARTLINE, BY GOING WEST ON
 SW0438'U. S. HIGHWAY 2 FOR 5.2 MILES TO RAILROAD MILEPOST 102 ON THE LEFT AND
 SW0438'THE MARK ON THE LEFT, 0.05 MILE EAST OF HIGHWAY MILEPOST 120 AND 0.95
 SW0438'MILE WEST OF POINT WHERE THE HIGHWAY CROSSES THE RAILROAD.  A METAL
 SW0438'WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4243 ***********************************************************************
 RD4243  DESIGNATION -  18220
 RD4243  PID         -  RD4243
 RD4243  STATE/COUNTY-  WA/CLARK
 RD4243  USGS QUAD   -  CAMAS (1993)
 RD4243
 RD4243                         *CURRENT SURVEY CONTROL
 RD4243  ___________________________________________________________________
 RD4243* NAD 83(1986)-  45 37 17.     (N)    122 29 06.     (W)     SCALED    
 RD4243* NAVD 88     -        87.643  (meters)     287.54   (feet)  ADJUSTED  
 RD4243  ___________________________________________________________________
 RD4243  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 RD4243  DYNAMIC HT  -          87.643 (meters)     287.54  (feet)  COMP
 RD4243  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 RD4243
 RD4243  VERT ORDER  -  SECOND    CLASS II
 RD4243
 RD4243.The horizontal coordinates were scaled from a topographic map and have
 RD4243.an estimated accuracy of +/- 6 seconds.
 RD4243
 RD4243.The orthometric height was determined by differential leveling
 RD4243.and adjusted by the National Geodetic Survey in April 1995..
 RD4243
 RD4243.The geoid height was determined by GEOID03.
 RD4243
 RD4243.The dynamic height is computed by dividing the NAVD 88
 RD4243.geopotential number by the normal gravity value computed on the
 RD4243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4243.degrees latitude (g = 980.6199 gals.).
 RD4243
 RD4243.The modeled gravity was interpolated from observed gravity values.
 RD4243
 RD4243;                    North         East    Units  Estimated Accuracy
 RD4243;SPC WA S     -    33,970.      345,200.      MT  (+/- 180 meters Scaled)
 RD4243
 RD4243                          SUPERSEDED SURVEY CONTROL
 RD4243
 RD4243  NGVD 29 (03/17/92)   86.594  (m)          284.10   (f) ADJUSTED    2 2
 RD4243
 RD4243.Superseded values are not recommended for survey control.
 RD4243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4243.See file dsdata.txt to determine how the superseded data were derived.
 RD4243
 RD4243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER401521(NAD 83)
 RD4243_MARKER: DB = BENCH MARK DISK
 RD4243_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4243_SP_SET: PREFAB CONC. POST IN EARTH
 RD4243_STAMPING: 18220   1989
 RD4243_MARK LOGO: WA-011
 RD4243_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4243
 RD4243  HISTORY     - Date     Condition        Report By
 RD4243  HISTORY     - 1989     MONUMENTED       WA-011
 RD4243  HISTORY     - 20060225 MARK NOT FOUND   USPSQD
 RD4243
 RD4243                          STATION DESCRIPTION
 RD4243
 RD4243'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4243'0.9 KM (0.6 MI) EAST OF INTERSECTION OF SE 1ST STREET AND SE 172ND
 RD4243'AVENUE, 223 FEET EAST OF BOXED MONUMENT AT SOUTH 1/4 CORNER, SECTION
 RD4243'30, T2N, R3E, WILLIAMETTE MERIDIAN., NEAR NORTH RIGHT OF WAY LINE OF
 RD4243'SE 1ST STREET, 26.8 FT (8.2 M) NORTH OF SE 1ST STREET CENTERLINE,
 RD4243'61.8 FT (18.8 M) NW OF TELEPHONE POLE NUMBER 18102, SET 2 INCH DOMED
 RD4243'BRASS DISK IN CONCRETE MONUMENT.
 RD4243
 RD4243                          STATION RECOVERY (2006)
 RD4243
 RD4243'RECOVERY NOTE BY US POWER SQUADRON 2006
 RD4243'TELE POLE REPLACED. BOXED MONUMENT GONE. UNDERGROUND UTILITIES HAVE
 RD4243'BEEN INSTALLED THIS AREA SINCE LAST REPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0434 ***********************************************************************
 SX0434  DESIGNATION -  1838 T
 SX0434  PID         -  SX0434
 SX0434  STATE/COUNTY-  WA/KITTITAS
 SX0434  USGS QUAD   -  TEANAWAY (1985)
 SX0434
 SX0434                         *CURRENT SURVEY CONTROL
 SX0434  ___________________________________________________________________
 SX0434* NAD 83(1986)-  47 10 25.     (N)    120 51 24.     (W)     SCALED    
 SX0434* NAVD 88     -       561.410  (meters)    1841.89   (feet)  ADJUSTED  
 SX0434  ___________________________________________________________________
 SX0434  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 SX0434  DYNAMIC HT  -         561.417 (meters)    1841.92  (feet)  COMP
 SX0434  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 SX0434
 SX0434  VERT ORDER  -  FIRST     CLASS II
 SX0434
 SX0434.The horizontal coordinates were scaled from a topographic map and have
 SX0434.an estimated accuracy of +/- 6 seconds.
 SX0434
 SX0434.The orthometric height was determined by differential leveling
 SX0434.and adjusted by the National Geodetic Survey in June 1991..
 SX0434
 SX0434.The geoid height was determined by GEOID03.
 SX0434
 SX0434.The dynamic height is computed by dividing the NAVD 88
 SX0434.geopotential number by the normal gravity value computed on the
 SX0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0434.degrees latitude (g = 980.6199 gals.).
 SX0434
 SX0434.The modeled gravity was interpolated from observed gravity values.
 SX0434
 SX0434;                    North         East    Units  Estimated Accuracy
 SX0434;SPC WA S     -   204,610.      472,960.      MT  (+/- 180 meters Scaled)
 SX0434
 SX0434                          SUPERSEDED SURVEY CONTROL
 SX0434
 SX0434  NGVD 29 (??/??/92)  560.273  (m)         1838.16   (f) ADJ UNCH    1 2
 SX0434
 SX0434.Superseded values are not recommended for survey control.
 SX0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0434.See file dsdata.txt to determine how the superseded data were derived.
 SX0434
 SX0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT624266(NAD 83)
 SX0434_MARKER: P = PIPE CAP
 SX0434_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0434_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0434_STAMPING: ELEV 1838.339 FT 1838 T
 SX0434_MARK LOGO: USGS  
 SX0434_PROJECTION: PROJECTING 10 CENTIMETERS
 SX0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0434
 SX0434  HISTORY     - Date     Condition        Report By
 SX0434  HISTORY     - UNK      MONUMENTED       USGS
 SX0434  HISTORY     - 1958     GOOD             NGS
 SX0434  HISTORY     - 1982     GOOD             NGS
 SX0434  HISTORY     - 1982     GOOD             NGS
 SX0434  HISTORY     - 1988     GOOD             USPSQD
 SX0434  HISTORY     - 1989     GOOD             USPSQD
 SX0434
 SX0434                          STATION DESCRIPTION
 SX0434
 SX0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SX0434'4.0 MI SE FROM CLE ELUM.
 SX0434'4.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0434'STATION AT CLE ELUM, KITTITAS COUNTY, 36 RAILS SOUTHEAST OF MILEPOST
 SX0434'21 AND THE STATION SIGN AT TEANAWAY, 90 FEET NORTHEAST OF THE
 SX0434'CENTERLINE OF THE TRACK, 75 FEET SOUTHEAST OF THE CENTERLINE OF A
 SX0434'PRIVATE ROAD WHICH CROSSES THE TRACKS, SOUTHWEST ACROSS THE TRACK FROM
 SX0434'THE JUNCTION OF U.S. HIGHWAYS 10 AND 97, 10 FEET SOUTHWEST OF THE
 SX0434'HIGHWAY RIGHT-OF-WAY FENCE, AND 2 FEET SOUTHEAST OF A WHITE WOODEN
 SX0434'WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 SX0434'ELEV 1838.339 FT 1838 T AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 SX0434'PIPE ENCASED IN CONCRETE AND PROJECTING 1 FOOT ABOVE GROUND.
 SX0434
 SX0434                          STATION RECOVERY (1982)
 SX0434
 SX0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0434'6.3 KM (3.9 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0434'CLE ELUM, 4 METERS (13 FT) SOUTHWEST OF A POWER LINE JUNCTION POLE,
 SX0434'0.2 KM (0.1 MI) WEST OF THE WEST JUNCTION OF A TRIANGLE FORMED BY US
 SX0434'HIGHWAY 10 AND STATE 970, 0.5 KM (0.3 MI) EAST OF RAILROAD MILEPOST
 SX0434'21, 38 METERS (124 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13 METERS (42
 SX0434'FT) EAST OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTH ACROSS THE
 SX0434'TRACKS TO A FISHING ACCESS, 29 METERS (95.0 FT) NORTH OF THE NORTH
 SX0434'RAIL, 0.6 KM (0.4 MI) WEST OF MILEPOST 3.
 SX0434'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SX0434'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SX0434
 SX0434                          STATION RECOVERY (1982)
 SX0434
 SX0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0434'RECOVERED IN GOOD CONDITION.
 SX0434
 SX0434                          STATION RECOVERY (1988)
 SX0434
 SX0434'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 SX0434'RECOVERED IN GOOD CONDITION.
 SX0434
 SX0434                          STATION RECOVERY (1989)
 SX0434
 SX0434'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SX0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0122 ***********************************************************************
 SW0122  DESIGNATION -  1848 T
 SW0122  PID         -  SW0122
 SW0122  STATE/COUNTY-  WA/ADAMS
 SW0122  USGS QUAD   -  RITZVILLE NE (1967)
 SW0122
 SW0122                         *CURRENT SURVEY CONTROL
 SW0122  ___________________________________________________________________
 SW0122* NAD 83(1986)-  47 09 46.     (N)    118 18 59.     (W)     SCALED    
 SW0122* NAVD 88     -       564.378  (meters)    1851.63   (feet)  ADJUSTED  
 SW0122  ___________________________________________________________________
 SW0122  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 SW0122  DYNAMIC HT  -         564.398 (meters)    1851.70  (feet)  COMP
 SW0122  MODELED GRAV-     980,630.9   (mgal)                       NAVD 88
 SW0122
 SW0122  VERT ORDER  -  FIRST     CLASS II
 SW0122
 SW0122.The horizontal coordinates were scaled from a topographic map and have
 SW0122.an estimated accuracy of +/- 6 seconds.
 SW0122
 SW0122.The orthometric height was determined by differential leveling
 SW0122.and adjusted by the National Geodetic Survey in June 1991..
 SW0122
 SW0122.The geoid height was determined by GEOID03.
 SW0122
 SW0122.The dynamic height is computed by dividing the NAVD 88
 SW0122.geopotential number by the normal gravity value computed on the
 SW0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0122.degrees latitude (g = 980.6199 gals.).
 SW0122
 SW0122.The modeled gravity was interpolated from observed gravity values.
 SW0122
 SW0122;                    North         East    Units  Estimated Accuracy
 SW0122;SPC WA S     -   205,640.      665,550.      MT  (+/- 180 meters Scaled)
 SW0122
 SW0122                          SUPERSEDED SURVEY CONTROL
 SW0122
 SW0122  NGVD 29 (??/??/92)  563.227  (m)         1847.85   (f) ADJ UNCH    1 2
 SW0122
 SW0122.Superseded values are not recommended for survey control.
 SW0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0122.See file dsdata.txt to determine how the superseded data were derived.
 SW0122
 SW0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN002240(NAD 83)
 SW0122_MARKER: P = PIPE CAP
 SW0122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0122_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0122_STAMPING: 1848 T
 SW0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0122
 SW0122  HISTORY     - Date     Condition        Report By
 SW0122  HISTORY     - UNK      MONUMENTED       USGS
 SW0122  HISTORY     - 1944     GOOD             NGS
 SW0122  HISTORY     - 1967     MARK NOT FOUND   USGS
 SW0122
 SW0122                          STATION DESCRIPTION
 SW0122
 SW0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SW0122'4.0 MI NE FROM RITZVILLE.
 SW0122'4.0 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SW0122'STATION AT RITZVILLE, AT RAILROAD MILEAGE 60.8, 50 FEET NORTHWEST OF
 SW0122'THE NORTHWEST RAIL, 3 FEET LOWER THAN THE RAIL.  A U.S.G.S. BRONZE CAP
 SW0122'ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 SW0122
 SW0122                          STATION RECOVERY (1967)
 SW0122
 SW0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SW0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0786 ***********************************************************************
 SY0786  DESIGNATION -  184.8 USGS
 SY0786  PID         -  SY0786
 SY0786  STATE/COUNTY-  WA/MASON
 SY0786  USGS QUAD   -  MASON LAKE (1994)
 SY0786
 SY0786                         *CURRENT SURVEY CONTROL
 SY0786  ___________________________________________________________________
 SY0786* NAD 83(1986)-  47 17 14.     (N)    122 56 36.     (W)     SCALED    
 SY0786* NAVD 88     -        57.406  (meters)     188.34   (feet)  POSTED    
 SY0786  ___________________________________________________________________
 SY0786  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 SY0786  DYNAMIC HT  -          57.420 (meters)     188.39  (feet)  COMP
 SY0786  MODELED GRAV-     980,778.6   (mgal)                       NAVD 88
 SY0786
 SY0786  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0786
 SY0786.The horizontal coordinates were scaled from a topographic map and have
 SY0786.an estimated accuracy of +/- 6 seconds.
 SY0786
 SY0786.The orthometric height was determined by differential leveling
 SY0786.and adjusted by the National Geodetic Survey in 1992..
 SY0786.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0786.rate of 0.0 thru 1.0 mm/km.
 SY0786
 SY0786.The geoid height was determined by GEOID03.
 SY0786
 SY0786.The dynamic height is computed by dividing the NAVD 88
 SY0786.geopotential number by the normal gravity value computed on the
 SY0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0786.degrees latitude (g = 980.6199 gals.).
 SY0786
 SY0786.The modeled gravity was interpolated from observed gravity values.
 SY0786
 SY0786;                    North         East    Units  Estimated Accuracy
 SY0786;SPC WA S     -   220,050.      315,200.      MT  (+/- 180 meters Scaled)
 SY0786
 SY0786                          SUPERSEDED SURVEY CONTROL
 SY0786
 SY0786  NGVD 29 (??/??/??)   56.344  (m)          184.86   (f) ADJUSTED    1 2
 SY0786
 SY0786.Superseded values are not recommended for survey control.
 SY0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0786.See file dsdata.txt to determine how the superseded data were derived.
 SY0786
 SY0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET042370(NAD 83)
 SY0786_MARKER: N = NAIL
 SY0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0786_SP_SET: FIR TREE
 SY0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0786
 SY0786  HISTORY     - Date     Condition        Report By
 SY0786  HISTORY     - UNK      MONUMENTED       USGS
 SY0786  HISTORY     - 1944     GOOD             CGS
 SY0786
 SY0786                          STATION DESCRIPTION
 SY0786
 SY0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0786'9.2 MI SW FROM ALLYN.
 SY0786'9.2 MILES SOUTHWEST ALONG STAGE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY0786'ALLYN, MASON COUNTY, AT THE JUNCTION OF A ROAD LEADING EAST TO WALKERS
 SY0786'LANDING, 53.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 28 FEET
 SY0786'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 45.6 FEET NORTHEAST OF
 SY0786'TELEPHONE POLE 266, AT THE WEST SIDE OF A LEANING 24-INCH FIR TREE,
 SY0786'AND IN THE ROOT BELOW A TRIANGULAR BLAZE.  A UNITED STATE GEOLOGICAL
 SY0786'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0431 ***********************************************************************
 SA0431  DESIGNATION -  185
 SA0431  PID         -  SA0431
 SA0431  STATE/COUNTY-  WA/FRANKLIN
 SA0431  USGS QUAD   -  LEVEY SW (1991)
 SA0431
 SA0431                         *CURRENT SURVEY CONTROL
 SA0431  ___________________________________________________________________
 SA0431* NAD 83(1986)-  46 15 00.     (N)    118 53 53.     (W)     SCALED    
 SA0431* NAVD 88     -       139.833  (meters)     458.77   (feet)  ADJUSTED  
 SA0431  ___________________________________________________________________
 SA0431  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SA0431  DYNAMIC HT  -         139.834 (meters)     458.77  (feet)  COMP
 SA0431  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 SA0431
 SA0431  VERT ORDER  -  SECOND    CLASS 0
 SA0431
 SA0431.The horizontal coordinates were scaled from a topographic map and have
 SA0431.an estimated accuracy of +/- 6 seconds.
 SA0431
 SA0431.The orthometric height was determined by differential leveling
 SA0431.and adjusted by the National Geodetic Survey in June 1991..
 SA0431
 SA0431.The geoid height was determined by GEOID03.
 SA0431
 SA0431.The dynamic height is computed by dividing the NAVD 88
 SA0431.geopotential number by the normal gravity value computed on the
 SA0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0431.degrees latitude (g = 980.6199 gals.).
 SA0431
 SA0431.The modeled gravity was interpolated from observed gravity values.
 SA0431
 SA0431;                    North         East    Units  Estimated Accuracy
 SA0431;SPC WA S     -   103,140.      623,520.      MT  (+/- 180 meters Scaled)
 SA0431
 SA0431                          SUPERSEDED SURVEY CONTROL
 SA0431
 SA0431  NGVD 29 (??/??/92)  138.810  (m)          455.41   (f) ADJ UNCH    2 0
 SA0431
 SA0431.Superseded values are not recommended for survey control.
 SA0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0431.See file dsdata.txt to determine how the superseded data were derived.
 SA0431
 SA0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM536235(NAD 83)
 SA0431_MARKER: DD = SURVEY DISK
 SA0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0431_STAMPING: 185 1948
 SA0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0431+STABILITY: SURFACE MOTION
 SA0431
 SA0431  HISTORY     - Date     Condition        Report By
 SA0431  HISTORY     - 1948     MONUMENTED       DOD
 SA0431  HISTORY     - 1961     GOOD             NGS
 SA0431  HISTORY     - 1964     GOOD             USGS
 SA0431
 SA0431                          STATION DESCRIPTION
 SA0431
 SA0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0431'10.4 MI NE FROM PASCO.
 SA0431'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 SA0431'PASCO, THENCE 6.75 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND
 SA0431'SEATTLE RAILWAY, AT A CUT, ABOUT 200 FEET SOUTHEAST OF THE NEW TRACK,
 SA0431'52 FEET SOUTHEAST OF THE CENTER OF THE RAILROAD BED, 3.4 FEET
 SA0431'NORTHWEST OF A FENCE, 3.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 25
 SA0431'FEET HIGHER THAN THE RAILROAD BED, AND SET IN THE TOP OF A CONCRETE
 SA0431'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SA0431
 SA0431                          STATION RECOVERY (1964)
 SA0431
 SA0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SA0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0164 ***********************************************************************
 SC0164  DESIGNATION -  18.610
 SC0164  PID         -  SC0164
 SC0164  STATE/COUNTY-  WA/COWLITZ
 SC0164  USGS QUAD   -  KELSO (1990)
 SC0164
 SC0164                         *CURRENT SURVEY CONTROL
 SC0164  ___________________________________________________________________
 SC0164* NAD 83(1986)-  46 08 13.     (N)    122 56 03.     (W)     SCALED    
 SC0164* NAVD 88     -         6.505  (meters)      21.34   (feet)  ADJUSTED  
 SC0164  ___________________________________________________________________
 SC0164  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SC0164  DYNAMIC HT  -           6.506 (meters)      21.35  (feet)  COMP
 SC0164  MODELED GRAV-     980,707.4   (mgal)                       NAVD 88
 SC0164
 SC0164  VERT ORDER  -  FIRST     CLASS II
 SC0164
 SC0164.The horizontal coordinates were scaled from a topographic map and have
 SC0164.an estimated accuracy of +/- 6 seconds.
 SC0164
 SC0164.The orthometric height was determined by differential leveling
 SC0164.and adjusted by the National Geodetic Survey in June 1991..
 SC0164
 SC0164.The geoid height was determined by GEOID03.
 SC0164
 SC0164.The dynamic height is computed by dividing the NAVD 88
 SC0164.geopotential number by the normal gravity value computed on the
 SC0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0164.degrees latitude (g = 980.6199 gals.).
 SC0164
 SC0164.The modeled gravity was interpolated from observed gravity values.
 SC0164
 SC0164;                    North         East    Units  Estimated Accuracy
 SC0164;SPC WA S     -    92,220.      311,950.      MT  (+/- 180 meters Scaled)
 SC0164
 SC0164                          SUPERSEDED SURVEY CONTROL
 SC0164
 SC0164  NGVD 29 (??/??/92)    5.511  (m)           18.08   (f) ADJ UNCH    1 2
 SC0164
 SC0164.Superseded values are not recommended for survey control.
 SC0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0164.See file dsdata.txt to determine how the superseded data were derived.
 SC0164
 SC0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES050092(NAD 83)
 SC0164_MARKER: DD = SURVEY DISK
 SC0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0164_SP_SET: CONCRETE POST
 SC0164_STAMPING: ELEV 18.610 CBM
 SC0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0164+STABILITY: SURFACE MOTION
 SC0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0164+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 SC0164
 SC0164  HISTORY     - Date     Condition        Report By
 SC0164  HISTORY     - UNK      MONUMENTED       LOCENG
 SC0164  HISTORY     - 1972     GOOD             NGS
 SC0164  HISTORY     - 1987     GOOD             NGS
 SC0164  HISTORY     - 1989     GOOD             USPSQD
 SC0164  HISTORY     - 20040504 GOOD             USPSQD
 SC0164  HISTORY     - 20060801 GOOD             USPSQD
 SC0164
 SC0164                          STATION DESCRIPTION
 SC0164
 SC0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SC0164'IN LONGVIEW.
 SC0164'AT THE CENTER OF THE INTERSECTION OF COMMERCE AVENUE AND HUDSON
 SC0164'STREET, ENCASED IN AN IRON BOX UNDER A METAL COVER.
 SC0164
 SC0164                          STATION RECOVERY (1987)
 SC0164
 SC0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0164'RECOVERED IN GOOD CONDITION.
 SC0164
 SC0164                          STATION RECOVERY (1989)
 SC0164
 SC0164'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0164'RECOVERED IN GOOD CONDITION.
 SC0164
 SC0164                          STATION RECOVERY (2004)
 SC0164
 SC0164'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC0164'METAL COVER MISSING
 SC0164
 SC0164                          STATION RECOVERY (2006)
 SC0164
 SC0164'RECOVERY NOTE BY US POWER SQUADRON 2006 (CJ)
 SC0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1890 ***********************************************************************
 RZ1890  DESIGNATION -  1863 RESET
 RZ1890  PID         -  RZ1890
 RZ1890  STATE/COUNTY-  WA/GARFIELD
 RZ1890  USGS QUAD   -  POMEROY (1967)
 RZ1890
 RZ1890                         *CURRENT SURVEY CONTROL
 RZ1890  ___________________________________________________________________
 RZ1890* NAD 83(1986)-  46 28 30.     (N)    117 36 10.     (W)     SCALED    
 RZ1890* NAVD 88     -       568.79   (meters)    1866.1    (feet)  RESET     
 RZ1890  ___________________________________________________________________
 RZ1890  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 RZ1890
 RZ1890  VERT ORDER  -  THIRD
 RZ1890
 RZ1890.The horizontal coordinates were scaled from a topographic map and have
 RZ1890.an estimated accuracy of +/- 6 seconds.
 RZ1890
 RZ1890.The orthometric height was computed from unverified reset data.
 RZ1890
 RZ1890.The geoid height was determined by GEOID03.
 RZ1890
 RZ1890;                    North         East    Units  Estimated Accuracy
 RZ1890;SPC WA S     -   130,980.      722,430.      MT  (+/- 180 meters Scaled)
 RZ1890
 RZ1890                          SUPERSEDED SURVEY CONTROL
 RZ1890
 RZ1890.No superseded survey control is available for this station.
 RZ1890
 RZ1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM537470(NAD 83)
 RZ1890_MARKER: DB = BENCH MARK DISK
 RZ1890_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RZ1890_SP_SET: DRILL HOLE IN RETAINING WALL
 RZ1890_STAMPING: 1863 RESET 1979
 RZ1890_MARK LOGO: USGS  
 RZ1890_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1890+STABILITY: SURFACE MOTION
 RZ1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RZ1890+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1989
 RZ1890
 RZ1890  HISTORY     - Date     Condition        Report By
 RZ1890  HISTORY     - 1979     MONUMENTED       USGS
 RZ1890  HISTORY     - 19890517 GOOD             NGS
 RZ1890
 RZ1890                          STATION DESCRIPTION
 RZ1890
 RZ1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 RZ1890'THE STATION IS LOCATED IN THE CITY OF POMEROY, AT THE EAST EDGE OF THE
 RZ1890'COURTHOUSE.
 RZ1890'THE STATION IS LOCATED AT THE COURTHOUSE IN POMEROY.
 RZ1890'THE MARK IS SET IN A DRILL HOLE IN A LOW RETAINING WALL ALONG THE EAST
 RZ1890'SIDE OF THE COURTHOUSE LAWN.  IT IS 7.3 M (24.0 FT) WEST OF THE
 RZ1890'CENTER OF EIGHTH STREET, 2.1 M (6.9 FT) NORTHEAST OF THE FLAG POLE
 RZ1890'AND 3.6 M (11.8 FT) SOUTH OF THE NORTH END OF THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1136 ***********************************************************************
 RZ1136  DESIGNATION -  1863 RESET 1968
 RZ1136  PID         -  RZ1136
 RZ1136  STATE/COUNTY-  WA/GARFIELD
 RZ1136  USGS QUAD   -  POMEROY (1967)
 RZ1136
 RZ1136                         *CURRENT SURVEY CONTROL
 RZ1136  ___________________________________________________________________
 RZ1136* NAD 83(1986)-  46 28 28.     (N)    117 36 00.     (W)     SCALED    
 RZ1136* NAVD 88     -       568.781  (meters)    1866.08   (feet)  ADJUSTED  
 RZ1136  ___________________________________________________________________
 RZ1136  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 RZ1136  DYNAMIC HT  -         568.754 (meters)    1865.99  (feet)  COMP
 RZ1136  MODELED GRAV-     980,549.6   (mgal)                       NAVD 88
 RZ1136
 RZ1136  VERT ORDER  -  FIRST     CLASS I
 RZ1136
 RZ1136.The horizontal coordinates were scaled from a topographic map and have
 RZ1136.an estimated accuracy of +/- 6 seconds.
 RZ1136
 RZ1136.The orthometric height was determined by differential leveling
 RZ1136.and adjusted by the National Geodetic Survey in June 1991..
 RZ1136
 RZ1136.The geoid height was determined by GEOID03.
 RZ1136
 RZ1136.The dynamic height is computed by dividing the NAVD 88
 RZ1136.geopotential number by the normal gravity value computed on the
 RZ1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1136.degrees latitude (g = 980.6199 gals.).
 RZ1136
 RZ1136.The modeled gravity was interpolated from observed gravity values.
 RZ1136
 RZ1136;                    North         East    Units  Estimated Accuracy
 RZ1136;SPC WA S     -   130,930.      722,650.      MT  (+/- 180 meters Scaled)
 RZ1136
 RZ1136                          SUPERSEDED SURVEY CONTROL
 RZ1136
 RZ1136  NGVD 29 (??/??/92)  567.79   (m)         1862.8    (f) COMPUTED    1 1
 RZ1136
 RZ1136.Superseded values are not recommended for survey control.
 RZ1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1136.See file dsdata.txt to determine how the superseded data were derived.
 RZ1136
 RZ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM539469(NAD 83)
 RZ1136_MARKER: DD = SURVEY DISK
 RZ1136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1136_SP_SET: CULVERT
 RZ1136_STAMPING: 1863 1915 WASH
 RZ1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1136
 RZ1136  HISTORY     - Date     Condition        Report By
 RZ1136  HISTORY     - 1915     MONUMENTED       USGS
 RZ1136  HISTORY     - 1968     GOOD             NGS
 RZ1136
 RZ1136                          STATION DESCRIPTION
 RZ1136
 RZ1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1136'IN POMEROY.
 RZ1136'AT POMEROY, AT THE NORTHWEST CORNER OF THE JUNCTION OF U.S. HIGHWAY 12
 RZ1136'(MAIN STREET) AND EIGHTH STREET, AT THE COURTHOUSE, IN THE TOP OF THE
 RZ1136'EAST CONCRETE RETAINING WALL AROUND THE LAWN, 16.0 FEET SOUTH OF THE
 RZ1136'NORTH END OF THE WALL, 29.8 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 RZ1136'COURTHOUSE, 9.5 FEET WEST OF THE WEST CURB OF THE STREET, 93.5 FEET
 RZ1136'NORTH OF THE NORTH CURB OF THE HIGHWAY, AND ABOUT 1 1/2 FEET HIGHER
 RZ1136'THAN THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4280 ***********************************************************************
 RD4280  DESIGNATION -  18810
 RD4280  PID         -  RD4280
 RD4280  STATE/COUNTY-  WA/CLARK
 RD4280  USGS QUAD   -  BATTLE GROUND (1990)
 RD4280
 RD4280                         *CURRENT SURVEY CONTROL
 RD4280  ___________________________________________________________________
 RD4280* NAD 83(1986)-  45 45 31.     (N)    122 31 10.     (W)     SCALED    
 RD4280* NAVD 88     -        82.094  (meters)     269.34   (feet)  ADJUSTED  
 RD4280  ___________________________________________________________________
 RD4280  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 RD4280  DYNAMIC HT  -          82.094 (meters)     269.34  (feet)  COMP
 RD4280  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 RD4280
 RD4280  VERT ORDER  -  SECOND    CLASS II
 RD4280
 RD4280.The horizontal coordinates were scaled from a topographic map and have
 RD4280.an estimated accuracy of +/- 6 seconds.
 RD4280
 RD4280.The orthometric height was determined by differential leveling
 RD4280.and adjusted by the National Geodetic Survey in April 1995..
 RD4280
 RD4280.The geoid height was determined by GEOID03.
 RD4280
 RD4280.The dynamic height is computed by dividing the NAVD 88
 RD4280.geopotential number by the normal gravity value computed on the
 RD4280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4280.degrees latitude (g = 980.6199 gals.).
 RD4280
 RD4280.The modeled gravity was interpolated from observed gravity values.
 RD4280
 RD4280;                    North         East    Units  Estimated Accuracy
 RD4280;SPC WA S     -    49,280.      342,900.      MT  (+/- 180 meters Scaled)
 RD4280
 RD4280                          SUPERSEDED SURVEY CONTROL
 RD4280
 RD4280  NGVD 29 (03/17/92)   81.039  (m)          265.88   (f) ADJUSTED    2 2
 RD4280
 RD4280.Superseded values are not recommended for survey control.
 RD4280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4280.See file dsdata.txt to determine how the superseded data were derived.
 RD4280
 RD4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER373673(NAD 83)
 RD4280_MARKER: DB = BENCH MARK DISK
 RD4280_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4280_SP_SET: PREFAB CONC. POST IN CONCRETE
 RD4280_STAMPING: 18810  1990
 RD4280_MARK LOGO: WA-011
 RD4280_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4280+STABILITY: SURFACE MOTION
 RD4280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4280+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 RD4280
 RD4280  HISTORY     - Date     Condition        Report By
 RD4280  HISTORY     - 1990     MONUMENTED       WA-011
 RD4280  HISTORY     - 20020324 GOOD             USPSQD
 RD4280  HISTORY     - 20060330 GOOD             USPSQD
 RD4280
 RD4280                          STATION DESCRIPTION
 RD4280
 RD4280'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4280'ALONG THE CHELATCHIE PRAIRIE RAILROAD 1.5 MILES SOUTH OF THE CITY OF
 RD4280'BATTLEGROUND, APPROX. 339 FT (103.3 M) NORTH OF THE NORTHERLY
 RD4280'ABUTMENT OF THE RAILROAD BRIDGE OVER SALMON CREEK, APPROX. 190 FT
 RD4280'(57.9 M) EASTERLY OF THE EAST END OF N.E. CEDARS DRIVE, 36.6 FT
 RD4280'(11.2 M) EASTERLY OF THE CENTERLINE OF THE TRACKS, 1.5 FT (0.5 M)
 RD4280'WESTERLY OF BARBED WIRE FENCESET 2 1/2 IN DIAM DOMED BRASS DISK IN
 RD4280'IRON PIPE CAST INTO TOP OF ROUND CONCRETE MONUMENT SET IN MASS OF
 RD4280'CONCRETE. SET STEEL POST WITH SIGN BY THE POINT
 RD4280
 RD4280                          STATION RECOVERY (2002)
 RD4280
 RD4280'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RD4280'RECOVERED IN GOOD CONDITION.
 RD4280
 RD4280                          STATION RECOVERY (2006)
 RD4280
 RD4280'RECOVERY NOTE BY US POWER SQUADRON 2006 (GDH)
 RD4280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1610 ***********************************************************************
 SX1610  CBN         -  This is a Cooperative Base Network Control Station.
 SX1610  DESIGNATION -  1882 T
 SX1610  PID         -  SX1610
 SX1610  STATE/COUNTY-  WA/CHELAN
 SX1610  USGS QUAD   -  PLAIN (1987)
 SX1610
 SX1610                         *CURRENT SURVEY CONTROL
 SX1610  ___________________________________________________________________
 SX1610* NAD 83(1998)-  47 45 51.72054(N)    120 39 22.55369(W)     ADJUSTED  
 SX1610* NAVD 88     -       573.     (meters)    1880.     (feet)  SCALED    
 SX1610  ___________________________________________________________________
 SX1610  X           -  -2,190,229.970 (meters)                     COMP
 SX1610  Y           -  -3,695,189.992 (meters)                     COMP
 SX1610  Z           -   4,699,716.652 (meters)                     COMP
 SX1610  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 SX1610  ELLIP HEIGHT-         555.46  (meters)          (07/03/01) GPS OBS
 SX1610  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 SX1610
 SX1610  HORZ ORDER  -  B
 SX1610  ELLP ORDER  -  FIFTH     CLASS I
 SX1610
 SX1610.The horizontal coordinates were established by GPS observations
 SX1610.and adjusted by the National Geodetic Survey in July 2001..
 SX1610.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1610.DATUM ITEM on the data sheet items page.
 SX1610
 SX1610.The orthometric height was scaled from a topographic map.
 SX1610
 SX1610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1610
 SX1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1610
 SX1610.The ellipsoidal height was determined by GPS observations
 SX1610.and is referenced to NAD 83.
 SX1610
 SX1610.The geoid height was determined by GEOID03.
 SX1610
 SX1610;                    North         East     Units Scale Factor Converg.
 SX1610;SPC WA N     -    84,998.931   513,273.326   MT  0.99996119   +0 07 54.6
 SX1610;SPC WA N     -   278,867.33  1,683,964.24   sFT  0.99996119   +0 07 54.6
 SX1610;UTM  10      - 5,292,771.285   675,622.081   MT  0.99997902   +1 44 08.6
 SX1610
 SX1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1610!SPC WA N     -   0.99991295  x   0.99996119  =   0.99987414
 SX1610!UTM  10      -   0.99991295  x   0.99997902  =   0.99989197
 SX1610
 SX1610                          SUPERSEDED SURVEY CONTROL
 SX1610
 SX1610  NAD 83(1991)-  47 45 51.71888(N)    120 39 22.55588(W) AD(       ) B
 SX1610  ELLIP H (05/29/91)  555.64   (m)                       GP(       ) 4 1
 SX1610
 SX1610.Superseded values are not recommended for survey control.
 SX1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1610.See file dsdata.txt to determine how the superseded data were derived.
 SX1610
 SX1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7562292771(NAD 83)
 SX1610_MARKER: DB = BENCH MARK DISK
 SX1610_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX1610_SP_SET: METAL PIPE IN CONCRETE
 SX1610_STAMPING: 1882 T
 SX1610_MARK LOGO: USGS  
 SX1610_MAGNETIC: P = MARKER IS A STEEL PIPE
 SX1610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1610+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1990
 SX1610
 SX1610  HISTORY     - Date     Condition        Report By
 SX1610  HISTORY     - UNK      MONUMENTED       USGS
 SX1610  HISTORY     - 19891121 GOOD             NGS
 SX1610  HISTORY     - 19900919 GOOD
 SX1610  HISTORY     - 20010618 MARK NOT FOUND   USPSQD
 SX1610
 SX1610                          STATION DESCRIPTION
 SX1610
 SX1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SX1610'THE STATION IS LOCATED ABOUT 53.1 KM (33.0 MI) EAST OF SKYKOMISH, 38.6
 SX1610'KM (24.0 MI) SOUTHWEST OF MANSON, 22.5 KM (14.0 MI) NORTH OF
 SX1610'PESHASTIN, AT PLAIN AND ON RIGHT-OF-WAY FOR STATE ROUTE 209.
 SX1610'TO REACH FROM THE STORE IN PLAIN, GO WEST ON STATE ROUTE 209 FOR 0.64
 SX1610'KM (0.40 MI) TO A FORK AND THE STATION ON THE RIGHT.
 SX1610'THE MARK IS FASTENED TO THE TOP OF A 4-INCH IRON PIPE THAT HAS BEEN
 SX1610'REENFORCED WITH CONCRETE AND PROJECTS 0.46 M (1.51 FT) ABOVE THE
 SX1610'GROUND SURFACE.  IT IS 30.1 M (98.8 FT) NORTHEAST OF THE NORTHEAST
 SX1610'CORNER OF A BARN, 24.7 M (81.0 FT) WEST OF THE CENTER OF STATE ROUTE
 SX1610'209, 8.4 M (27.6 FT) NORTHWEST OF A TELEPHONE BOX, 2.4 M (7.9 FT)
 SX1610'SOUTHEAST OF A HIGHWAY SIGN, 2.2 M (7.2 FT) NORTHWEST OF A SIGN, ROUTE
 SX1610'209, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 SX1610
 SX1610                          STATION RECOVERY (1990)
 SX1610
 SX1610'RECOVERED 1990
 SX1610'RECOVERED IN GOOD CONDITION.
 SX1610
 SX1610                          STATION RECOVERY (2001)
 SX1610
 SX1610'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAA)
 SX1610'SEARCHED LOCATION BUT COULD NOT FIND.  LOCAL PEOPLE SAID THAT A LARGE
 SX1610'TRUCK OVERRAN IT AND THE MARK AND PIPE LAID TOPSY-TURVEY FOR LONG TIME
 SX1610'AND SOMEONE FINALLY PICKED IT UP--CLEANED UP--AND LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AE1857 ***********************************************************************
 AE1857  FBN         -  This is a Federal Base Network Control Station.
 AE1857  DESIGNATION -  1882 T RESET
 AE1857  PID         -  AE1857
 AE1857  STATE/COUNTY-  WA/CHELAN
 AE1857  USGS QUAD   -  PLAIN (1987)
 AE1857
 AE1857                         *CURRENT SURVEY CONTROL
 AE1857  ___________________________________________________________________
 AE1857* NAD 83(1998)-  47 46 04.73497(N)    120 39 53.83315(W)     ADJUSTED  
 AE1857* NAVD 88     -       567.3    (meters)    1861.     (feet)  GPS OBS   
 AE1857  ___________________________________________________________________
 AE1857  X           -  -2,190,636.171 (meters)                     COMP
 AE1857  Y           -  -3,694,597.845 (meters)                     COMP
 AE1857  Z           -   4,699,981.792 (meters)                     COMP
 AE1857  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AE1857  ELLIP HEIGHT-         548.63  (meters)          (03/21/00) GPS OBS
 AE1857  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 AE1857
 AE1857  HORZ ORDER  -  A
 AE1857  ELLP ORDER  -  THIRD     CLASS II
 AE1857
 AE1857.The horizontal coordinates were established by GPS observations
 AE1857.and adjusted by the National Geodetic Survey in March 2000..
 AE1857.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AE1857.DATUM ITEM on the data sheet items page.
 AE1857
 AE1857.The orthometric height was determined by GPS observations and a
 AE1857.high-resolution geoid model.
 AE1857
 AE1857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1857
 AE1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1857
 AE1857.The ellipsoidal height was determined by GPS observations
 AE1857.and is referenced to NAD 83.
 AE1857
 AE1857.The geoid height was determined by GEOID03.
 AE1857
 AE1857;                    North         East     Units Scale Factor Converg.
 AE1857;SPC WA N     -    85,399.403   512,621.126   MT  0.99996081   +0 07 31.3
 AE1857;SPC WA N     -   280,181.21  1,681,824.48   sFT  0.99996081   +0 07 31.3
 AE1857;UTM  10      - 5,293,153.351   674,958.916   MT  0.99997616   +1 43 45.7
 AE1857
 AE1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1857!SPC WA N     -   0.99991402  x   0.99996081  =   0.99987483
 AE1857!UTM  10      -   0.99991402  x   0.99997616  =   0.99989018
 AE1857
 AE1857                          SUPERSEDED SURVEY CONTROL
 AE1857
 AE1857  ELLIP H (11/01/99)  548.78   (m)                       GP(       ) 4 1
 AE1857  NAD 83(1991)-  47 46 04.73473(N)    120 39 53.83417(W) AD(       ) A
 AE1857  ELLIP H (07/24/97)  548.63   (m)                       GP(       ) 1 1
 AE1857
 AE1857.Superseded values are not recommended for survey control.
 AE1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1857.See file dsdata.txt to determine how the superseded data were derived.
 AE1857
 AE1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7495993153(NAD 83)
 AE1857_MARKER: DD = SURVEY DISK
 AE1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1857_STAMPING: 1882T RESET 1996
 AE1857_MARK LOGO: WADT  
 AE1857_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1857+STABILITY: SURFACE MOTION
 AE1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1857+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 AE1857
 AE1857  HISTORY     - Date     Condition        Report By
 AE1857  HISTORY     - 1996     MONUMENTED       WADT
 AE1857  HISTORY     - 19981002 GOOD             NGS
 AE1857  HISTORY     - 20010618 MARK NOT FOUND   USPSQD
 AE1857  HISTORY     - 20010627 GOOD             WADT
 AE1857
 AE1857                          STATION DESCRIPTION
 AE1857
 AE1857'DESCRIBED BY WA DEPT OF TRANSP 1996
 AE1857'DESCRIBED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (19960. THE
 AE1857'STATION IS LOCATED APPROXIMATELY 25.2 KM (15.65 MI) EAST OF STEVENS
 AE1857'PASS, 19 KM (11.80 MI) NORTH OF LEAVENWORTH, AND 0.7 KM (0.45 MI)
 AE1857'NORTHWEST OF PLAIN.  TO REACH THE STATION FROM US ROUTE 2 AND STATE
 AE1857'ROUTE 207, APPROXIMATELY 24 KM (14.90 MI) NORTH OF LEAVENWORTH, GO
 AE1857'NORTH 3.9 KM (2.40 MI) ALONG STATE ROUTE 207 TO COUNTY ROAD (BEAVER
 AE1857'VALLEY ROAD) , TURN RIGHT AND GO EAST 7.6 KM (4.70 MI) ALONG BEAVER
 AE1857'VALLEY ROAD TO THE INTERSECTION OF RIVER ROAD AND STATION.  THE
 AE1857'STATION MARK IS A WASHINGTON STATE DEPARTMENT OF TRANSPORTATION BRASS
 AE1857'DISK STAMPED .  .  .  1882T RESET 1996 .  .  . SET IN THE TOP OF A
 AE1857'ROUND CONCRETE MONUMENT, WITHIN A WSDOT MONUMENT CASE AND COVER, AND
 AE1857'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 140.3 M (460.3 FT)
 AE1857'NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE OVER THE WENATCHEE
 AE1857'RIVER,84.8 M SOUTHEAST OF THE SOUTHWEST CORNER OF THE FIRE STATION,
 AE1857'25.7 M (84.3 FT) SOUTHEAST OF THE ROAD INTERSECTION, 1.2 M (3.9 FT)
 AE1857'SSOUTHWEST OF A WITNESS POST AND 1.2 M (3.9 FT) NORTHWEST OF A SECOND
 AE1857'WITNESS POST.
 AE1857
 AE1857                          STATION RECOVERY (1998)
 AE1857
 AE1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AE1857'STATION IS LOCATED APPROXIMATELY 25.2 KM (15.65 MI) EAST OF STEVENS
 AE1857'PASS, 19 KM (11.80 MI) NORTH OF LEAVENWORTH, AND 0.7 KM (0.45 MI)
 AE1857'NORTHWEST OF PLAIN.  TO REACH THE STATION FROM US ROUTE 2 AND STATE
 AE1857'ROUTE 207, APPROXIMATELY 24 KM (14.90 MI) NORTH OF LEAVENWORTH, GO
 AE1857'NORTH 3.9 KM (2.40 MI) ALONG STATE ROUTE 207 TO COUNTY ROAD (BEAVER
 AE1857'VALLEY ROAD) , TURN RIGHT AND GO EAST 7.6 KM (4.70 MI) ALONG BEAVER
 AE1857'VALLEY ROAD TO THE INTERSECTION OF RIVER ROAD AND STATION.  THE
 AE1857'STATION MARK IS A WASHINGTON STATE DEPARTMENT OF TRANSPORTATION BRASS
 AE1857'DISK STAMPED .  .  .  1882T RESET 1996 .  .  .  SET IN THE TOP OF A
 AE1857'ROUND CONCRETE MONUMENT, WITHIN A WSDOT MONUMENT CASE AND COVER, AND
 AE1857'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 140.3 M (460.3 FT)
 AE1857'NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE OVER THE WENATCHEE
 AE1857'RIVER,84.8 M SOUTHEAST OF THE SOUTHWEST CORNER OF THE FIRE STATION,
 AE1857'25.7 M (84.3 FT) SOUTHEAST OF THE ROAD INTERSECTION, 1.2 M (3.9 FT)
 AE1857'SSOUTHWEST OF A WITNESS POST AND 1.2 M (3.9 FT) NORTHWEST OF A SECOND
 AE1857'WITNESS POST.
 AE1857
 AE1857                          STATION RECOVERY (2001)
 AE1857
 AE1857'RECOVERY NOTE BY US POWER SQUADRON 2001 (CBA)
 AE1857'LOCATION FOUND ALONG WITH THREE STATE OF WASH. TRANSPORTATION
 AE1857'DEPT.(NOT TWO AS INDICATED PREVIOUSLY).  BUT THE ENTIRE MONUMENT CASE
 AE1857'AND COVER PLUS CONCRETE PLUS MARK HAD BEEN DUG UP LEAVING A THREE FOOT
 AE1857'DEEP HOLE. I NOTIFIED WASH. DEPT OF TRANSPORTATION.
 AE1857
 AE1857                          STATION RECOVERY (2001)
 AE1857
 AE1857'RECOVERY NOTE BY WA DEPT OF TRANSP 2001 (DG)
 AE1857'THIS STATION WAS REPORTED AS DESTROYED. IT IS STILL IN PLACE, WITHOUT
 AE1857'A MONUMENT CASE. THE MONUMENT CASE WILL BE REPLACED IN THE NEAR
 AE1857'FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0705 ***********************************************************************
 SV0705  DESIGNATION -  1883.02
 SV0705  PID         -  SV0705
 SV0705  STATE/COUNTY-  WA/SPOKANE
 SV0705  USGS QUAD   -  SPOKANE NW (1986)
 SV0705
 SV0705                         *CURRENT SURVEY CONTROL
 SV0705  ___________________________________________________________________
 SV0705* NAD 83(1986)-  47 38 58.     (N)    117 27 00.     (W)     SCALED    
 SV0705* NAVD 88     -       569.946  (meters)    1869.90   (feet)  ADJUSTED  
 SV0705  ___________________________________________________________________
 SV0705  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 SV0705  DYNAMIC HT  -         569.979 (meters)    1870.01  (feet)  COMP
 SV0705  MODELED GRAV-     980,651.9   (mgal)                       NAVD 88
 SV0705
 SV0705  VERT ORDER  -  FIRST     CLASS II
 SV0705
 SV0705.The horizontal coordinates were scaled from a topographic map and have
 SV0705.an estimated accuracy of +/- 6 seconds.
 SV0705
 SV0705.The orthometric height was determined by differential leveling
 SV0705.and adjusted by the National Geodetic Survey in June 1991..
 SV0705.WARNING-Repeat measurements at this control monument indicate possible
 SV0705.vertical movement.
 SV0705
 SV0705.The geoid height was determined by GEOID03.
 SV0705
 SV0705.The dynamic height is computed by dividing the NAVD 88
 SV0705.geopotential number by the normal gravity value computed on the
 SV0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0705.degrees latitude (g = 980.6199 gals.).
 SV0705
 SV0705.The modeled gravity was interpolated from observed gravity values.
 SV0705
 SV0705;                    North         East    Units  Estimated Accuracy
 SV0705;SPC WA N     -    77,790.      754,100.      MT  (+/- 180 meters Scaled)
 SV0705
 SV0705                          SUPERSEDED SURVEY CONTROL
 SV0705
 SV0705  NGVD 29 (??/??/92)  568.790  (m)         1866.11   (f) ADJ UNCH    1 2
 SV0705
 SV0705.Superseded values are not recommended for survey control.
 SV0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0705.See file dsdata.txt to determine how the superseded data were derived.
 SV0705
 SV0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN662774(NAD 83)
 SV0705_MARKER: DD = SURVEY DISK
 SV0705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0705_SP_SET: BRIDGE
 SV0705_STAMPING: 1883.02
 SV0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0705
 SV0705  HISTORY     - Date     Condition        Report By
 SV0705  HISTORY     - UNK      MONUMENTED       LOCENG
 SV0705  HISTORY     - 1965     GOOD             NGS
 SV0705  HISTORY     - 1981     GOOD             NGS
 SV0705
 SV0705                          STATION DESCRIPTION
 SV0705
 SV0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0705'IN SPOKANE.
 SV0705'AT SPOKANE, SPOKANE COUNTY, ON U.S. HIGHWAY 10, AT LATAH BRIDGE, IN
 SV0705'THE TOP OF THE CONCRETE RAILING AT THE NORTHWEST END, 31.7 FEET NORTH
 SV0705'OF THE CENTER LINE OF THE HIGHWAY, AND 3.8 FEET HIGHER THAN THE
 SV0705'STREET.  A CITY OF SPOKANE STANDARD DISK, STAMPED 1883.02.  NOTE-- IT
 SV0705'IS IN THE TOP OF THE NORTH GUARDRAIL AT THE WESTERN END OF LATAH
 SV0705'BRIDGE, 1 FOOT EAST OF THE WEST END OF THE GUARDRAIL AND 8 YARDS EAST
 SV0705'OF THE BUILDING AT 2608 SUNSET BLVD.
 SV0705
 SV0705                          STATION RECOVERY (1981)
 SV0705
 SV0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SV0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0102 ***********************************************************************
 SW0102  DESIGNATION -  1897 T
 SW0102  PID         -  SW0102
 SW0102  STATE/COUNTY-  WA/LINCOLN
 SW0102  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW0102
 SW0102                         *CURRENT SURVEY CONTROL
 SW0102  ___________________________________________________________________
 SW0102* NAD 83(1986)-  47 16 39.     (N)    118 03 02.     (W)     SCALED    
 SW0102* NAVD 88     -       579.059  (meters)    1899.80   (feet)  ADJUSTED  
 SW0102  ___________________________________________________________________
 SW0102  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SW0102  DYNAMIC HT  -         579.083 (meters)    1899.87  (feet)  COMP
 SW0102  MODELED GRAV-     980,635.9   (mgal)                       NAVD 88
 SW0102
 SW0102  VERT ORDER  -  FIRST     CLASS II
 SW0102
 SW0102.The horizontal coordinates were scaled from a topographic map and have
 SW0102.an estimated accuracy of +/- 6 seconds.
 SW0102
 SW0102.The orthometric height was determined by differential leveling
 SW0102.and adjusted by the National Geodetic Survey in June 1991..
 SW0102
 SW0102.The geoid height was determined by GEOID03.
 SW0102
 SW0102.The dynamic height is computed by dividing the NAVD 88
 SW0102.geopotential number by the normal gravity value computed on the
 SW0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0102.degrees latitude (g = 980.6199 gals.).
 SW0102
 SW0102.The modeled gravity was interpolated from observed gravity values.
 SW0102
 SW0102;                    North         East    Units  Estimated Accuracy
 SW0102;SPC WA N     -    34,660.      710,510.      MT  (+/- 180 meters Scaled)
 SW0102
 SW0102                          SUPERSEDED SURVEY CONTROL
 SW0102
 SW0102  NGVD 29 (??/??/92)  577.906  (m)         1896.01   (f) ADJ UNCH    1 2
 SW0102
 SW0102.Superseded values are not recommended for survey control.
 SW0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0102.See file dsdata.txt to determine how the superseded data were derived.
 SW0102
 SW0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN205365(NAD 83)
 SW0102_MARKER: P = PIPE CAP
 SW0102_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0102_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0102_STAMPING: 1897 T
 SW0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0102
 SW0102  HISTORY     - Date     Condition        Report By
 SW0102  HISTORY     - UNK      MONUMENTED       USGS
 SW0102  HISTORY     - 1965     MARK NOT FOUND   NGS
 SW0102
 SW0102                          STATION DESCRIPTION
 SW0102
 SW0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SW0102'4.3 MI W FROM SPRAGUE.
 SW0102'4.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SW0102'STATION AT SPRAGUE, LINCOLN COUNTY, ABOUT 250 FEET NORTHEAST OF THE
 SW0102'STATION SIGN AT CONCORD, 39.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 SW0102'THE MAIN TRACK, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND
 SW0102'ABOUT 6 FEET HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 SW0102'STANDARD CAP, STAMPED 1897 T AND RIVETED ON THE TOP OF A 3-1/2-INCH
 SW0102'IRON PIPE.  NOTE-- THE STATION SIGN AT CONCORD IS GONE, BUT IN THIS
 SW0102'GENERAL VICINITY THE CENTER OF THE BLADED FIREBREAK ALONG THE TRACK IS
 SW0102'40 FEET NORTHWEST OF THE NORTHWEST RAIL.  THE MARK WAS 39.5 FEET NORTH
 SW0102'OF THE NORTHWEST RAIL, AND IT IS DOUBTFUL IF IT SURVIVED THE BLADING
 SW0102'OF THE FIREBREAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0105 ***********************************************************************
 TQ0105  DESIGNATION -  1899
 TQ0105  PID         -  TQ0105
 TQ0105  STATE/COUNTY-  WA/WHATCOM
 TQ0105  USGS QUAD   -  CRATER MOUNTAIN (1973)
 TQ0105
 TQ0105                         *CURRENT SURVEY CONTROL
 TQ0105  ___________________________________________________________________
 TQ0105* NAD 83(1986)-  48 42 28.     (N)    120 54 59.     (W)     SCALED    
 TQ0105* NAVD 88     -       580.819  (meters)    1905.57   (feet)  ADJUSTED  
 TQ0105  ___________________________________________________________________
 TQ0105  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TQ0105  DYNAMIC HT  -         580.864 (meters)    1905.72  (feet)  COMP
 TQ0105  MODELED GRAV-     980,671.6   (mgal)                       NAVD 88
 TQ0105
 TQ0105  VERT ORDER  -  FIRST     CLASS II
 TQ0105
 TQ0105.The horizontal coordinates were scaled from a topographic map and have
 TQ0105.an estimated accuracy of +/- 6 seconds.
 TQ0105
 TQ0105.The orthometric height was determined by differential leveling
 TQ0105.and adjusted by the National Geodetic Survey in June 1991..
 TQ0105
 TQ0105.The geoid height was determined by GEOID03.
 TQ0105
 TQ0105.The dynamic height is computed by dividing the NAVD 88
 TQ0105.geopotential number by the normal gravity value computed on the
 TQ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0105.degrees latitude (g = 980.6199 gals.).
 TQ0105
 TQ0105.The modeled gravity was interpolated from observed gravity values.
 TQ0105
 TQ0105;                    North         East    Units  Estimated Accuracy
 TQ0105;SPC WA N     -   189,890.      493,890.      MT  (+/- 180 meters Scaled)
 TQ0105
 TQ0105                          SUPERSEDED SURVEY CONTROL
 TQ0105
 TQ0105  NGVD 29 (??/??/92)  579.566  (m)         1901.46   (f) ADJ UNCH    1 2
 TQ0105
 TQ0105.Superseded values are not recommended for survey control.
 TQ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0105.See file dsdata.txt to determine how the superseded data were derived.
 TQ0105
 TQ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU532970(NAD 83)
 TQ0105_MARKER: DD = SURVEY DISK
 TQ0105_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0105_SP_SET: ROCK OUTCROP
 TQ0105_STAMPING: 1899
 TQ0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0105+STABILITY: POSITION/ELEVATION WELL
 TQ0105
 TQ0105  HISTORY     - Date     Condition        Report By
 TQ0105  HISTORY     - UNK      MONUMENTED       USGS
 TQ0105  HISTORY     - 1958     GOOD             NGS
 TQ0105
 TQ0105                          STATION DESCRIPTION
 TQ0105
 TQ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0105'8.55 MI SW FROM CHANCELLOR.
 TQ0105'8.55 MILES SOUTHWEST ALONG RUBY CREEK TRAIL FROM THE CONFLUENCE OF
 TQ0105'SLATE AND CANYON CREEKS AT CHANCELLOR, WEST AND ACROSS RUBY CREEK FROM
 TQ0105'GRANITE GUARD STATION, ABOUT 56 FEET SOUTH OF BENCH MARK J 370, IN THE
 TQ0105'TOP OF A LARGE SLOPING OUTCROP, 4 FEET WEST OF THE CENTER OF THE
 TQ0105'TRAIL, 48 FEET SOUTH OF THE WEST END OF A LOG BRIDGE OVER RUBY CREEK,
 TQ0105'AND ABOUT 7 FEET HIGHER THAN THE TRAIL.  NOTE-- THIS MARK IS SET AT
 TQ0105'APPROXIMATELY A 45 DEGREE ANGLE, THE LEVEL ROD WAS HELD ON THE CENTER
 TQ0105'MARK OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0874 ***********************************************************************
 SV0874  DESIGNATION -  1899 USGS
 SV0874  PID         -  SV0874
 SV0874  STATE/COUNTY-  WA/LINCOLN
 SV0874  USGS QUAD   -  SPRAGUE (1981)
 SV0874
 SV0874                         *CURRENT SURVEY CONTROL
 SV0874  ___________________________________________________________________
 SV0874* NAD 83(1986)-  47 18 01.     (N)    117 58 38.     (W)     SCALED    
 SV0874* NAVD 88     -       579.542  (meters)    1901.38   (feet)  ADJUSTED  
 SV0874  ___________________________________________________________________
 SV0874  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 SV0874  DYNAMIC HT  -         579.567 (meters)    1901.46  (feet)  COMP
 SV0874  MODELED GRAV-     980,638.2   (mgal)                       NAVD 88
 SV0874
 SV0874  VERT ORDER  -  FIRST     CLASS II
 SV0874
 SV0874.The horizontal coordinates were scaled from a topographic map and have
 SV0874.an estimated accuracy of +/- 6 seconds.
 SV0874
 SV0874.The orthometric height was determined by differential leveling
 SV0874.and adjusted by the National Geodetic Survey in June 1991..
 SV0874
 SV0874.The geoid height was determined by GEOID03.
 SV0874
 SV0874.The dynamic height is computed by dividing the NAVD 88
 SV0874.geopotential number by the normal gravity value computed on the
 SV0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0874.degrees latitude (g = 980.6199 gals.).
 SV0874
 SV0874.The modeled gravity was interpolated from observed gravity values.
 SV0874
 SV0874;                    North         East    Units  Estimated Accuracy
 SV0874;SPC WA N     -    37,390.      715,960.      MT  (+/- 180 meters Scaled)
 SV0874
 SV0874                          SUPERSEDED SURVEY CONTROL
 SV0874
 SV0874  NGVD 29 (??/??/92)  578.382  (m)         1897.57   (f) ADJ UNCH    1 2
 SV0874
 SV0874.Superseded values are not recommended for survey control.
 SV0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0874.See file dsdata.txt to determine how the superseded data were derived.
 SV0874
 SV0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN261389(NAD 83)
 SV0874_MARKER: DD = SURVEY DISK
 SV0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0874_SP_SET: WALL
 SV0874_STAMPING: 1899 T
 SV0874_MARK LOGO: USGS  
 SV0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0874
 SV0874  HISTORY     - Date     Condition        Report By
 SV0874  HISTORY     - UNK      MONUMENTED       USGS
 SV0874  HISTORY     - 1966     GOOD             NGS
 SV0874  HISTORY     - 1981     MARK NOT FOUND   NGS
 SV0874
 SV0874                          STATION DESCRIPTION
 SV0874
 SV0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SV0874'IN SPRAGUE.
 SV0874'THE MARK IS IN THE NORTHEAST ANGLE OF THE INTERSECTION OF C STREET AND
 SV0874'U.S. HIGHWAY 10.  IT IS IN THE WEST WALL OF A BUILDING OCCUPIED BY AN
 SV0874'INSURANCE AND REAL ESTATE COMPANY.  THIS BUILDING HAS A 45-DEGREE
 SV0874'SOUTHWEST CORNER AND THE MARK IS 1 FOOT NORTH OF THE CORNER, 18 FEET
 SV0874'NORTH OF THE CURB ALONG U. S. HIGHWAY 10 AND 10 FEET EAST OF THE CURB
 SV0874'ALONG C STREET.  MARK IS ABOUT 2 FEET ABOVE THE SIDEWALK.
 SV0874
 SV0874                          STATION RECOVERY (1981)
 SV0874
 SV0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SV0874'NEW CONSTRUCTION, MARK BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0675 ***********************************************************************
 TP0675  DESIGNATION -  19 AA
 TP0675  PID         -  TP0675
 TP0675  STATE/COUNTY-  WA/OKANOGAN
 TP0675  USGS QUAD   -  CORRAL BUTTE (1981)
 TP0675
 TP0675                         *CURRENT SURVEY CONTROL
 TP0675  ___________________________________________________________________
 TP0675* NAD 83(1986)-  48 52 10.     (N)    119 52 51.     (W)     SCALED    
 TP0675* NAVD 88     -      1487.185  (meters)    4879.21   (feet)  ADJUSTED  
 TP0675  ___________________________________________________________________
 TP0675  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TP0675  DYNAMIC HT  -        1487.154 (meters)    4879.10  (feet)  COMP
 TP0675  MODELED GRAV-     980,536.3   (mgal)                       NAVD 88
 TP0675
 TP0675  VERT ORDER  -  SECOND    CLASS 0
 TP0675
 TP0675.The horizontal coordinates were scaled from a topographic map and have
 TP0675.an estimated accuracy of +/- 6 seconds.
 TP0675
 TP0675.The orthometric height was determined by differential leveling
 TP0675.and adjusted by the National Geodetic Survey in June 1991..
 TP0675
 TP0675.The geoid height was determined by GEOID03.
 TP0675
 TP0675.The dynamic height is computed by dividing the NAVD 88
 TP0675.geopotential number by the normal gravity value computed on the
 TP0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0675.degrees latitude (g = 980.6199 gals.).
 TP0675
 TP0675.The modeled gravity was interpolated from observed gravity values.
 TP0675
 TP0675;                    North         East    Units  Estimated Accuracy
 TP0675;SPC WA N     -   208,290.      569,880.      MT  (+/- 180 meters Scaled)
 TP0675
 TP0675                          SUPERSEDED SURVEY CONTROL
 TP0675
 TP0675  NGVD 29 (??/??/92) 1485.748  (m)         4874.49   (f) ADJ UNCH    2 0
 TP0675
 TP0675.Superseded values are not recommended for survey control.
 TP0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0675.See file dsdata.txt to determine how the superseded data were derived.
 TP0675
 TP0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ887169(NAD 83)
 TP0675_MARKER: DD = SURVEY DISK
 TP0675_SETTING: 66 = SET IN ROCK OUTCROP
 TP0675_SP_SET: GRANITE OUTCROP
 TP0675_STAMPING: 19 AA 1954 4874
 TP0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0675+STABILITY: POSITION/ELEVATION WELL
 TP0675
 TP0675  HISTORY     - Date     Condition        Report By
 TP0675  HISTORY     - 1954     MONUMENTED       USGS
 TP0675  HISTORY     - 1959     GOOD             NGS
 TP0675
 TP0675                          STATION DESCRIPTION
 TP0675
 TP0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0675'18.55 MI W FROM LOOMIS.
 TP0675'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0675'LOOMIS, THENCE 16.4 MILES WEST ALONG A GRAVEL ROAD, AT 4 POINT CAMP,
 TP0675'IN TOP OF A 3-BY 4-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 1.0 FOOT
 TP0675'ABOVE THE GROUND, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 66
 TP0675'FEET NORTHEAST OF THE CENTER OF THE T JUNCTION OF THE ROAD LEADING
 TP0675'NORTH TO 4 POINT CABIN, 58 FEET EAST OF THE CENTER LINE OF THE ROAD
 TP0675'NORTH, 1.4 FEET NORTH-NORTHEAST OF A WITNESS POST, AND ABOUT 3 FEET
 TP0675'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0071 ***********************************************************************
 TR0071  DESIGNATION -  19 B
 TR0071  PID         -  TR0071
 TR0071  STATE/COUNTY-  WA/SKAGIT
 TR0071  USGS QUAD   -  BOW (1994)
 TR0071
 TR0071                         *CURRENT SURVEY CONTROL
 TR0071  ___________________________________________________________________
 TR0071* NAD 83(1986)-  48 32 04.     (N)    122 22 36.     (W)     SCALED    
 TR0071* NAVD 88     -         7.265  (meters)      23.84   (feet)  ADJUSTED  
 TR0071  ___________________________________________________________________
 TR0071  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 TR0071  DYNAMIC HT  -           7.267 (meters)      23.84  (feet)  COMP
 TR0071  MODELED GRAV-     980,862.7   (mgal)                       NAVD 88
 TR0071
 TR0071  VERT ORDER  -  FIRST     CLASS II
 TR0071
 TR0071.The horizontal coordinates were scaled from a topographic map and have
 TR0071.an estimated accuracy of +/- 6 seconds.
 TR0071
 TR0071.The orthometric height was determined by differential leveling
 TR0071.and adjusted by the National Geodetic Survey in June 1991..
 TR0071
 TR0071.The geoid height was determined by GEOID03.
 TR0071
 TR0071.The dynamic height is computed by dividing the NAVD 88
 TR0071.geopotential number by the normal gravity value computed on the
 TR0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0071.degrees latitude (g = 980.6199 gals.).
 TR0071
 TR0071.The modeled gravity was interpolated from observed gravity values.
 TR0071
 TR0071;                    North         East    Units  Estimated Accuracy
 TR0071;SPC WA N     -   171,750.      386,030.      MT  (+/- 180 meters Scaled)
 TR0071
 TR0071                          SUPERSEDED SURVEY CONTROL
 TR0071
 TR0071.No superseded survey control is available for this station.
 TR0071
 TR0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU460758(NAD 83)
 TR0071_MARKER: P = PIPE CAP
 TR0071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TR0071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TR0071_STAMPING: 19 B 19.977 FT.
 TR0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0071
 TR0071  HISTORY     - Date     Condition        Report By
 TR0071  HISTORY     - UNK      MONUMENTED       USGS
 TR0071  HISTORY     - 1935     GOOD             NGS
 TR0071  HISTORY     - 1950     MARK NOT FOUND   NGS
 TR0071
 TR0071                          STATION DESCRIPTION
 TR0071
 TR0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TR0071'IN BURLINGTON.
 TR0071'ABOUT 2 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TR0071'STATION AT BOW, SKAGIT COUNTY, ON A TANGENT BEARING NORTHWEST AND
 TR0071'SOUTHEAST, AT A COUNTY ROAD WHICH CROSSES THE TRACK AND BEARS EAST AND
 TR0071'WEST, 50 FEET SOUTHWEST OF THE CENTER OF THE TRACK, 65 FEET WEST ALONG
 TR0071'THE ROAD FROM THE CENTER OF THE RAILROAD CROSSING, 13 FEET SOUTH OF
 TR0071'THE CENTER OF THE COUNTY ROAD, AND AT A FENCE LINE.  A UNITED STATE
 TR0071'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 19 B, AND RIVETED ON THE TOP
 TR0071'OF A 3 1/2 INCH IRON PIPE PROJECTING 7 INCHES ABOVE THE GROUND WHICH
 TR0071'IS LEVEL WITH THE ROAD AND 4 FEET BELOW THE LEVEL OF THE TRACK.
 TR0071
 TR0071                          STATION RECOVERY (1950)
 TR0071
 TR0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 TR0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0237 ***********************************************************************
 SB0237  DESIGNATION -  19 E USGS
 SB0237  PID         -  SB0237
 SB0237  STATE/COUNTY-  WA/KITTITAS
 SB0237  USGS QUAD   -  BOYLSTON (1953)
 SB0237
 SB0237                         *CURRENT SURVEY CONTROL
 SB0237  ___________________________________________________________________
 SB0237* NAD 83(1998)-  46 58 25.91312(N)    120 12 26.50859(W)     ADJUSTED  
 SB0237* NAVD 88     -       802.041  (meters)    2631.36   (feet)  ADJUSTED  
 SB0237  ___________________________________________________________________
 SB0237  X           -  -2,193,825.134 (meters)                     COMP
 SB0237  Y           -  -3,768,254.949 (meters)                     COMP
 SB0237  Z           -   4,640,354.314 (meters)                     COMP
 SB0237  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 SB0237  ELLIP HEIGHT-         781.81  (meters)          (07/05/01) GPS OBS
 SB0237  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 SB0237  DYNAMIC HT  -         802.019 (meters)    2631.29  (feet)  COMP
 SB0237  MODELED GRAV-     980,559.1   (mgal)                       NAVD 88
 SB0237
 SB0237  HORZ ORDER  -  FIRST
 SB0237  VERT ORDER  -  SECOND    CLASS 0
 SB0237  ELLP ORDER  -  FOURTH    CLASS II
 SB0237
 SB0237.The horizontal coordinates were established by GPS observations
 SB0237.and adjusted by the National Geodetic Survey in July 2001..
 SB0237.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB0237.DATUM ITEM on the data sheet items page.
 SB0237
 SB0237.The orthometric height was determined by differential leveling
 SB0237.and adjusted by the National Geodetic Survey in June 1991..
 SB0237.WARNING-GPS observations at this control monument resulted in a GPS
 SB0237.derived orthometric height which differed from the leveled height by
 SB0237.more than one decimeter (0.1 meter).
 SB0237
 SB0237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB0237
 SB0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0237
 SB0237.The ellipsoidal height was determined by GPS observations
 SB0237.and is referenced to NAD 83.
 SB0237
 SB0237.The geoid height was determined by GEOID03.
 SB0237
 SB0237.The dynamic height is computed by dividing the NAVD 88
 SB0237.geopotential number by the normal gravity value computed on the
 SB0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0237.degrees latitude (g = 980.6199 gals.).
 SB0237
 SB0237.The modeled gravity was interpolated from observed gravity values.
 SB0237
 SB0237;                    North         East     Units Scale Factor Converg.
 SB0237;SPC WA S     -   182,389.180   522,266.171   MT  0.99993760   +0 12 45.3
 SB0237;SPC WA S     -   598,388.50  1,713,468.26   sFT  0.99993760   +0 12 45.3
 SB0237;UTM  10      - 5,206,045.496   712,409.607   MT  1.00015456   +2 02 32.3
 SB0237
 SB0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0237!SPC WA S     -   0.99987747  x   0.99993760  =   0.99981507
 SB0237!UTM  10      -   0.99987747  x   1.00015456  =   1.00003201
 SB0237
 SB0237                          SUPERSEDED SURVEY CONTROL
 SB0237
 SB0237  NAD 83(1991)-  46 58 25.91226(N)    120 12 26.50723(W) AD(       ) 1
 SB0237  ELLIP H (06/21/95)  781.92   (m)                       GP(       ) 4 2
 SB0237  NAVD 88 (12/18/95)  802.04   (m)         2631.4    (f) LEVELING    3  
 SB0237  NGVD 29 (??/??/92)  800.893  (m)         2627.60   (f) ADJ UNCH    2 0
 SB0237
 SB0237.Superseded values are not recommended for survey control.
 SB0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0237.See file dsdata.txt to determine how the superseded data were derived.
 SB0237
 SB0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1241006045(NAD 83)
 SB0237_MARKER: DD = SURVEY DISK
 SB0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0237_STAMPING: 2628 19 E 1938
 SB0237_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SB0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0237+STABILITY: SURFACE MOTION
 SB0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0237+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1993
 SB0237
 SB0237  HISTORY     - Date     Condition        Report By
 SB0237  HISTORY     - 1938     MONUMENTED       USGS
 SB0237  HISTORY     - 1947     GOOD             NGS
 SB0237  HISTORY     - 1957     GOOD             NGS
 SB0237  HISTORY     - 19931212 GOOD             MSI
 SB0237
 SB0237                          STATION DESCRIPTION
 SB0237
 SB0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0237'9.5 MI E FROM EAST KITTITAS.
 SB0237'4.1 MILES EAST ALONG KITTITAS ROAD FROM THE CHICAGO, MILWAUKEE, ST.
 SB0237'PAUL AND PACIFIC RAILROAD STATION AT EAST KITTITAS, THENCE 1.6 MILES
 SB0237'EAST ALONG BENTLEY ROAD, THENCE 2.5 MILES EAST ALONG THE OLD HIGHWAY,
 SB0237'THENCE 1.3 MILES EAST ALONG U.S. HIGHWAY 10, AT THE TOP OF A LONG
 SB0237'GRADE, 55 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET SOUTH
 SB0237'OF A WIRE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SB0237'FOOT ABOVE THE GROUND.  WITNESS POST SET 2.9 FEET WEST OF THE MARK.
 SB0237
 SB0237                          STATION RECOVERY (1957)
 SB0237
 SB0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 SB0237'RECOVERED IN GOOD CONDITION.
 SB0237
 SB0237                          STATION RECOVERY (1993)
 SB0237
 SB0237'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SB0237'RECOVERED AS DESCRIBED. ADDITIONAL TIES INCLUDE - 57.0 FT (17.4 M)
 SB0237'EAST OF CENTERLINE OF GRAVEL ROAD, 51.0 FT (15.5 M) NORTH OF
 SB0237'CENTERLINE OF VANTAGE HIGHWAY (U.S. 10), AND 1.5 FT (0.5 M) SOUTH OF
 SB0237'CARSONITE WITNESS POST. FROM THE INTERSECTION OF VANTAGE HIGHWAY AND
 SB0237'NO. 81 ROAD PROCEED EAST 10.6 MI (17.1 KM) TO THE STATION ON THE LEFT
 SB0237'AND THE TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0619 ***********************************************************************
 TR0619  DESIGNATION -  19 J
 TR0619  PID         -  TR0619
 TR0619  STATE/COUNTY-  WA/WHATCOM
 TR0619  USGS QUAD   -  
 TR0619
 TR0619                         *CURRENT SURVEY CONTROL
 TR0619  ___________________________________________________________________
 TR0619* NAD 83(1986)-  49 00 07.     (N)    122 45 27.     (W)     SCALED    
 TR0619* NAVD 88     -         6.827  (meters)      22.40   (feet)  POSTED    
 TR0619  ___________________________________________________________________
 TR0619  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 TR0619  DYNAMIC HT  -           6.830 (meters)      22.41  (feet)  COMP
 TR0619  MODELED GRAV-     980,915.6   (mgal)                       NAVD 88
 TR0619
 TR0619  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TR0619
 TR0619.The horizontal coordinates were scaled from a topographic map and have
 TR0619.an estimated accuracy of +/- 6 seconds.
 TR0619
 TR0619.The orthometric height was determined by differential leveling
 TR0619.and adjusted by the National Geodetic Survey in 1992..
 TR0619.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TR0619.rate of 1.1 thru 2.0 mm/km.
 TR0619
 TR0619.The geoid height was determined by GEOID03.
 TR0619
 TR0619.The dynamic height is computed by dividing the NAVD 88
 TR0619.geopotential number by the normal gravity value computed on the
 TR0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0619.degrees latitude (g = 980.6199 gals.).
 TR0619
 TR0619.The modeled gravity was interpolated from observed gravity values.
 TR0619
 TR0619;                    North         East    Units  Estimated Accuracy
 TR0619;SPC WA N     -   224,360.      359,220.      MT  (+/- 180 meters Scaled)
 TR0619
 TR0619                          SUPERSEDED SURVEY CONTROL
 TR0619
 TR0619  NGVD 29 (??/??/92)    5.596  (m)           18.36   (f) ADJ UNCH    1 2
 TR0619
 TR0619.Superseded values are not recommended for survey control.
 TR0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0619.See file dsdata.txt to determine how the superseded data were derived.
 TR0619
 TR0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV177277(NAD 83)
 TR0619_MARKER: B = BOLT
 TR0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0619_STAMPING: GSC BM 19 J
 TR0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0619+STABILITY: SURFACE MOTION
 TR0619
 TR0619  HISTORY     - Date     Condition        Report By
 TR0619  HISTORY     - UNK      MONUMENTED       GSC
 TR0619  HISTORY     - 1952     GOOD             NGS
 TR0619  HISTORY     - 1973     MARK NOT FOUND   NGS
 TR0619
 TR0619                          STATION DESCRIPTION
 TR0619
 TR0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0619'0.2 MI N FROM BLAINE.
 TR0619'AT THE INTERNATIONAL BOUNDRY LINE OF THE UNITED STATES AND CANADA, 0.5
 TR0619'MILE NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TR0619'BLAINE, 60.5 FEET WEST OF THE CENTER LINE OF THE BLUE STAR MEMORIAL
 TR0619'HIGHWAY (HIGHWAY 99), 37.5 FEET EAST OF THE EAST RAIL OF THE MAIN
 TR0619'TRACK, 7.0 FEET WEST OF BOUNDRY MONUMENT NO. 5, ABOUT 2 FEET LOWER
 TR0619'THAN THE TRACK, SET VERTICALLY IN THE TOP OF THE NORTH SIDE OF A
 TR0619'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE TOP OF THE POST
 TR0619'APPEARS TO HAVE BEEN BROKEN OFF, SAME CONDITION WAS REPORTED IN 1926,
 TR0619'TAPE HELD ON LINE IN CENTER OF BOLT.
 TR0619
 TR0619                          STATION RECOVERY (1973)
 TR0619
 TR0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TR0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0381 ***********************************************************************
 TO0381  DESIGNATION -  19 M
 TO0381  PID         -  TO0381
 TO0381  STATE/COUNTY-  WA/PEND OREILLE
 TO0381  USGS QUAD   -  CUSICK (1992)
 TO0381
 TO0381                         *CURRENT SURVEY CONTROL
 TO0381  ___________________________________________________________________
 TO0381* NAD 83(1986)-  48 18 47.     (N)    117 16 52.     (W)     SCALED    
 TO0381* NAVD 88     -       626.472  (meters)    2055.35   (feet)  POSTED    
 TO0381  ___________________________________________________________________
 TO0381  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 TO0381  DYNAMIC HT  -         626.540 (meters)    2055.57  (feet)  COMP
 TO0381  MODELED GRAV-     980,694.4   (mgal)                       NAVD 88
 TO0381
 TO0381  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TO0381
 TO0381.The horizontal coordinates were scaled from a topographic map and have
 TO0381.an estimated accuracy of +/- 6 seconds.
 TO0381
 TO0381.The orthometric height was determined by differential leveling
 TO0381.and adjusted by the National Geodetic Survey in 1992..
 TO0381.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TO0381.rate of 1.1 thru 2.0 mm/km.
 TO0381
 TO0381.The geoid height was determined by GEOID03.
 TO0381
 TO0381.The dynamic height is computed by dividing the NAVD 88
 TO0381.geopotential number by the normal gravity value computed on the
 TO0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0381.degrees latitude (g = 980.6199 gals.).
 TO0381
 TO0381.The modeled gravity was interpolated from observed gravity values.
 TO0381
 TO0381;                    North         East    Units  Estimated Accuracy
 TO0381;SPC WA N     -   152,070.      763,370.      MT  (+/- 180 meters Scaled)
 TO0381
 TO0381                          SUPERSEDED SURVEY CONTROL
 TO0381
 TO0381  NGVD 29 (??/??/92)  625.298  (m)         2051.50   (f) ADJ UNCH    1 2
 TO0381
 TO0381.Superseded values are not recommended for survey control.
 TO0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0381.See file dsdata.txt to determine how the superseded data were derived.
 TO0381
 TO0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP791511(NAD 83)
 TO0381_MARKER: DD = SURVEY DISK
 TO0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0381_STAMPING: 19 M 2052 1935
 TO0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0381+STABILITY: SURFACE MOTION
 TO0381
 TO0381  HISTORY     - Date     Condition        Report By
 TO0381  HISTORY     - 1935     MONUMENTED       USGS
 TO0381  HISTORY     - 1942     GOOD             NGS
 TO0381
 TO0381                          STATION DESCRIPTION
 TO0381
 TO0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0381'IN USK.
 TO0381'AT USK, 126 FEET NORTH OF THE USK STATION, 84 FEET EAST OF TRACK, 54
 TO0381'FEET SOUTH OF HIGHWAY.  WITNESS POST SET.  A DISK SET IN A CONCRETE
 TO0381'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0165 ***********************************************************************
 TR0165  DESIGNATION -  19 RS
 TR0165  PID         -  TR0165
 TR0165  STATE/COUNTY-  WA/SNOHOMISH
 TR0165  USGS QUAD   -  ARLINGTON WEST (1981)
 TR0165
 TR0165                         *CURRENT SURVEY CONTROL
 TR0165  ___________________________________________________________________
 TR0165* NAD 83(1986)-  48 10 55.     (N)    122 14 03.     (W)     SCALED    
 TR0165* NAVD 88     -        21.522  (meters)      70.61   (feet)  ADJUSTED  
 TR0165  ___________________________________________________________________
 TR0165  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 TR0165  DYNAMIC HT  -          21.526 (meters)      70.62  (feet)  COMP
 TR0165  MODELED GRAV-     980,787.1   (mgal)                       NAVD 88
 TR0165
 TR0165  VERT ORDER  -  FIRST     CLASS I
 TR0165
 TR0165.The horizontal coordinates were scaled from a topographic map and have
 TR0165.an estimated accuracy of +/- 6 seconds.
 TR0165
 TR0165.The orthometric height was determined by differential leveling
 TR0165.and adjusted by the National Geodetic Survey in June 1991..
 TR0165.WARNING-Repeat measurements at this control monument indicate possible
 TR0165.vertical movement.
 TR0165
 TR0165.The geoid height was determined by GEOID03.
 TR0165
 TR0165.The dynamic height is computed by dividing the NAVD 88
 TR0165.geopotential number by the normal gravity value computed on the
 TR0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0165.degrees latitude (g = 980.6199 gals.).
 TR0165
 TR0165.The modeled gravity was interpolated from observed gravity values.
 TR0165
 TR0165;                    North         East    Units  Estimated Accuracy
 TR0165;SPC WA N     -   132,360.      395,840.      MT  (+/- 180 meters Scaled)
 TR0165
 TR0165                          SUPERSEDED SURVEY CONTROL
 TR0165
 TR0165  NGVD 29 (??/??/92)   20.383  (m)           66.87   (f) ADJ UNCH    1 1
 TR0165
 TR0165.Superseded values are not recommended for survey control.
 TR0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0165.See file dsdata.txt to determine how the superseded data were derived.
 TR0165
 TR0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU569368(NAD 83)
 TR0165_MARKER: DD = SURVEY DISK
 TR0165_SETTING: 80 = SET IN A BOULDER
 TR0165_SP_SET: BOULDER
 TR0165_STAMPING: 19 RS 6 7 1940
 TR0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0165+STABILITY: SURFACE MOTION
 TR0165
 TR0165  HISTORY     - Date     Condition        Report By
 TR0165  HISTORY     - 1940     MONUMENTED       USGS
 TR0165  HISTORY     - 1973     GOOD             NGS
 TR0165  HISTORY     - 1984     GOOD             USPSQD
 TR0165  HISTORY     - 19910630 GOOD             USPSQD
 TR0165
 TR0165                          STATION DESCRIPTION
 TR0165
 TR0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0165'1.55 MI SE FROM SILVANA.
 TR0165'1.55 MILES SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0165'CROSSING OF MAIN STREET AT SILVANA, AT THE CROSSING 2B48.4 OF SILL
 TR0165'ROAD (3RD AVENUE NORTHWEST), SET IN THE TOP OF A 3- BY 4- FOOT
 TR0165'EMBEDDED BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, 30.0 FEET
 TR0165'SOUTHWEST OF THE SOUTHWEST RAIL, 27 1/2 FEET WEST OF THE CENTER LINE
 TR0165'OF THE ROAD, 5 FEET SOUTHEAST OF TELEPHONE POLE E38, 6.9 FEET
 TR0165'SOUTHEAST OF BENCH MARK Y 456, 25 FEET NORTH OF POWER POLE XCC 25, 13
 TR0165'FEET SOUTHWEST OF TELEPHONE CABLE SPLICE BOX, AND ABOUT 1 FOOT HIGHER
 TR0165'THAN THE TRACK.  SEC 12, T 31N, R 4E.
 TR0165
 TR0165                          STATION RECOVERY (1984)
 TR0165
 TR0165'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0165'RECOVERED IN GOOD CONDITION.
 TR0165
 TR0165                          STATION RECOVERY (1991)
 TR0165
 TR0165'RECOVERY NOTE BY US POWER SQUADRON 1991 (TAT)
 TR0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0473 ***********************************************************************
 SY0473  DESIGNATION -  19 WAHC
 SY0473  PID         -  SY0473
 SY0473  STATE/COUNTY-  WA/KING
 SY0473  USGS QUAD   -  POVERTY BAY (1994)
 SY0473
 SY0473                         *CURRENT SURVEY CONTROL
 SY0473  ___________________________________________________________________
 SY0473* NAD 83(1991)-  47 31 26.37661(N)    122 17 29.60350(W)     ADJUSTED  
 SY0473* NAVD 88     -         4.581  (meters)      15.03   (feet)  POSTED    
 SY0473  ___________________________________________________________________
 SY0473  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 SY0473  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SY0473  DYNAMIC HT  -           4.580 (meters)      15.03  (feet)  COMP
 SY0473  MODELED GRAV-     980,755.5   (mgal)                       NAVD 88
 SY0473
 SY0473  HORZ ORDER  -  SECOND
 SY0473  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 SY0473
 SY0473.The horizontal coordinates were established by classical geodetic methods
 SY0473.and adjusted by the National Geodetic Survey in December 1991..
 SY0473
 SY0473.The orthometric height was determined by differential leveling
 SY0473.and adjusted by the National Geodetic Survey in 1992..
 SY0473.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 SY0473.rate of 4.1 thru 8.0 mm/km.
 SY0473
 SY0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0473
 SY0473.The geoid height was determined by GEOID03.
 SY0473
 SY0473.The dynamic height is computed by dividing the NAVD 88
 SY0473.geopotential number by the normal gravity value computed on the
 SY0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0473.degrees latitude (g = 980.6199 gals.).
 SY0473
 SY0473.The modeled gravity was interpolated from observed gravity values.
 SY0473
 SY0473;                    North         East     Units Scale Factor Converg.
 SY0473;SPC WA N     -    59,299.167   390,189.382   MT  0.99999561   -1 05 08.4
 SY0473;SPC WA N     -   194,550.68  1,280,146.33   sFT  0.99999561   -1 05 08.4
 SY0473;UTM  10      - 5,263,639.470   553,330.877   MT  0.99963495   +0 31 21.1
 SY0473
 SY0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0473!SPC WA N     -   1.00000293  x   0.99999561  =   0.99999854
 SY0473!UTM  10      -   1.00000293  x   0.99963495  =   0.99963788
 SY0473
 SY0473:                Primary Azimuth Mark                     Grid Az
 SY0473:SPC WA N     -  RESERVOIR                                271 24 17.2
 SY0473:UTM  10      -  RESERVOIR                                269 47 47.7
 SY0473
 SY0473|---------------------------------------------------------------------|
 SY0473| PID    Reference Object                     Distance      Geod. Az  |
 SY0473|                                                           dddmmss.s |
 SY0473| SY4281 RESERVOIR                           APPROX. 3.8 KM 2701908.8 |
 SY0473|---------------------------------------------------------------------|
 SY0473
 SY0473                          SUPERSEDED SURVEY CONTROL
 SY0473
 SY0473  NAD 83(1986)-  47 31 26.37033(N)    122 17 29.61101(W) AD(       ) 2
 SY0473  NAD 27      -  47 31 27.01470(N)    122 17 25.16620(W) AD(       ) 2
 SY0473  NGVD 29 (??/??/??)    3.497  (m)           11.47   (f) ADJUSTED    2 0
 SY0473
 SY0473.Superseded values are not recommended for survey control.
 SY0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0473.See file dsdata.txt to determine how the superseded data were derived.
 SY0473
 SY0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5333163639(NAD 83)
 SY0473_MARKER: Z = SEE DESCRIPTION
 SY0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0473+STABILITY: SURFACE MOTION
 SY0473
 SY0473  HISTORY     - Date     Condition        Report By
 SY0473  HISTORY     - 1957     MONUMENTED       WAHC
 SY0473  HISTORY     - 1958     GOOD             CGS
 SY0473  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0473  HISTORY     - 1962     GOOD             CGS
 SY0473
 SY0473                          STATION DESCRIPTION
 SY0473
 SY0473'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0473'THE STATION IS IN THE SOUTHERLY PART OF SEATTLE IN A SMALL, FLAT,
 SY0473'GRASSY PASTURE, EAST OF THE RAILROAD TRACKS, AND SOUTH OF TRENTON
 SY0473'STREET.  THE STATION MARK IS A STEEL PIN SET IN A 6-INCH ROUND
 SY0473'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT 300
 SY0473'FEET EAST OF THE RAILROAD TRACKS, 220 FEET SOUTH OF TRENTON
 SY0473'STREET, AND 25 FEET WEST OF A DENSE BLACKBERRY THICKET.
 SY0473'
 SY0473'REACHED FROM AIRPORT WAY AT TRENTON STREET BY GOING EASTERLY ON
 SY0473'TRENTON STREET, CROSSING THE RAILROAD TRACKS AND CONTINUING
 SY0473'ABOUT 300 FEET TO A GATE IN THE FENCE ON THE RIGHT, OPPOSITE A
 SY0473'LARGE SAWDUST PILE ON THE LEFT.  GO RIGHT, THROUGH THE GATE, AND
 SY0473'FOLLOW THE EDGE OF THE BRIAR-PATCH SOUTHWARD FOR ABOUT 220 FEET
 SY0473'TO THE HUB.
 SY0473
 SY0473                          STATION RECOVERY (1958)
 SY0473
 SY0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0473'IN SEATTLE.
 SY0473'AT SEATTLE, KING COUNTY, IN THE SOUTHERN PART, IN A SMALL, FLAT GRASSY
 SY0473'PASTURE, ABOUT 300 FEET EAST OF THE RAILROAD TRACKS, 220 FEET SOUTH OF
 SY0473'TRENTON STREET, AND 25 FEET WEST OF A DENSE BLACKBERRY THICKET. A
 SY0473'STEEL PIN SET IN A 6-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE
 SY0473'GROUND.  NOTE-- THIS MARK MAY BE REACHED FROM AIRPORT WAY AT TRENTON
 SY0473'STREET BY GOING EASTERLY ON TRENTON STREET, CROSSING THE RAILROAD
 SY0473'TRACKS AND CONTINUING ABOUT 300 FEET TO A GATE IN THE FENCE ON THE
 SY0473'RIGHT, OPPOSITE A LARGE SAWDUST PILE ON THE LEFT.  GO RIGHT, THROUGH
 SY0473'THE GATE, AND FOLLOW THE EDGE OF THE BRIAR-PATCH SOUTHWARD FOR ABOUT
 SY0473'220 FEET TO THE HUB.  NOTE-- THE GATE AND FENCE MENTIONED IN THE
 SY0473'DIRECTIONS TO REACH THE STATION HAVE BEEN REMOVED.  THE MARK IS 205
 SY0473'FEET EAST OF POWER POLE NO. 6/8 AND 108 FEET EAST-SOUTHEAST OF A FENCE
 SY0473'CORNER.  THERE IS AN ELEVATED WATER TANK ABOUT 1/2 MILE WEST WHICH IS
 SY0473'ON TANGENT WITH POWER POLE NO. 6/8.
 SY0473
 SY0473                          STATION RECOVERY (1962)
 SY0473
 SY0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0473'THE GATE AND FENCE MENTIONED IN THE DIRECTIONS TO REACH THE STATION
 SY0473'HAVE BEEN REMOVED.  THE FOLLOWING INFORMATION WILL HELP FIND THE
 SY0473'MARK.
 SY0473'
 SY0473'THE STATION IS 205 FEET EAST OF POWER POLE NO. 6/8 AND 108 FEET
 SY0473'EAST-SOUTHEAST OF A FENCE CORNER.  THERE IS AN ELEVATED WATER TANK
 SY0473'ABOUT 1/2 MILE WEST WHICH IS ON TANGENT WITH POWER POLE NO. 6/8
 SY0473'WHEN ONE STANDS 3-1/2 FEET NORTH OF THE MARK.
 SY0473
 SY0473                          STATION RECOVERY (1962)
 SY0473
 SY0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0431 ***********************************************************************
 TR0431  DESIGNATION -  190 + TORPEDO
 TR0431  PID         -  TR0431
 TR0431  STATE/COUNTY-  WA/ISLAND
 TR0431  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0431
 TR0431                         *CURRENT SURVEY CONTROL
 TR0431  ___________________________________________________________________
 TR0431* NAD 83(1986)-  48 17 45.     (N)    122 37 12.     (W)     SCALED    
 TR0431* NAVD 88     -         3.102  (meters)      10.18   (feet)  ADJUSTED  
 TR0431  ___________________________________________________________________
 TR0431  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 TR0431  DYNAMIC HT  -           3.103 (meters)      10.18  (feet)  COMP
 TR0431  MODELED GRAV-     980,843.3   (mgal)                       NAVD 88
 TR0431
 TR0431  VERT ORDER  -  FIRST     CLASS II
 TR0431
 TR0431.This mark is at Oak Harbor Air Park  (76S)
 TR0431
 TR0431.The horizontal coordinates were scaled from a topographic map and have
 TR0431.an estimated accuracy of +/- 6 seconds.
 TR0431
 TR0431.The orthometric height was determined by differential leveling
 TR0431.and adjusted by the National Geodetic Survey in June 1991..
 TR0431
 TR0431.The geoid height was determined by GEOID03.
 TR0431
 TR0431.The dynamic height is computed by dividing the NAVD 88
 TR0431.geopotential number by the normal gravity value computed on the
 TR0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0431.degrees latitude (g = 980.6199 gals.).
 TR0431
 TR0431.The modeled gravity was interpolated from observed gravity values.
 TR0431
 TR0431;                    North         East    Units  Estimated Accuracy
 TR0431;SPC WA N     -   145,610.      367,450.      MT  (+/- 180 meters Scaled)
 TR0431
 TR0431                          SUPERSEDED SURVEY CONTROL
 TR0431
 TR0431  NGVD 29 (??/??/92)    1.958  (m)            6.42   (f) ADJ UNCH    1 2
 TR0431
 TR0431.Superseded values are not recommended for survey control.
 TR0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0431.See file dsdata.txt to determine how the superseded data were derived.
 TR0431
 TR0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU281492(NAD 83)
 TR0431_MARKER: DD = SURVEY DISK
 TR0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0431_STAMPING: 190 + TORPEDO
 TR0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0431+STABILITY: SURFACE MOTION
 TR0431
 TR0431  HISTORY     - Date     Condition        Report By
 TR0431  HISTORY     - UNK      MONUMENTED       DOD
 TR0431  HISTORY     - 1952     GOOD             NGS
 TR0431
 TR0431                          STATION DESCRIPTION
 TR0431
 TR0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0431'1.6 MI E FROM OAK HARBOR.
 TR0431'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0431'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0431'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.65 MILE
 TR0431'NORTHEAST ALONG TORPEDO ROAD, AT THE INTERSECTION OF MIDWAY BLVD., 175
 TR0431'FEET EAST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 37 1/2 FEET
 TR0431'EAST OF A POWER LINE AND TELEPHONE POLE PAINTED ORANGE AND WHITE, 30.0
 TR0431'FEET SOUTH OF THE CENTER LINE OF MIDWAY BLVD., 12 FEET NORTHEAST OF
 TR0431'THE CENTER LINE OF A GRAVEL DRIVE LEADING SOUTHEAST TO THE NAVAL AIR
 TR0431'STATION SUPPLY SALVAGE YARD, ABOUT LEVEL WITH THE BLVD., AND SET IN
 TR0431'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0236 ***********************************************************************
 SA0236  DESIGNATION -  1900
 SA0236  PID         -  SA0236
 SA0236  STATE/COUNTY-  WA/COLUMBIA
 SA0236  USGS QUAD   -  KELLOGG CREEK (1967)
 SA0236
 SA0236                         *CURRENT SURVEY CONTROL
 SA0236  ___________________________________________________________________
 SA0236* NAD 83(1986)-  46 23 11.     (N)    118 06 42.     (W)     SCALED    
 SA0236* NAVD 88     -       580.018  (meters)    1902.94   (feet)  ADJUSTED  
 SA0236  ___________________________________________________________________
 SA0236  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 SA0236  DYNAMIC HT  -         580.002 (meters)    1902.89  (feet)  COMP
 SA0236  MODELED GRAV-     980,569.1   (mgal)                       NAVD 88
 SA0236
 SA0236  VERT ORDER  -  SECOND    CLASS 0
 SA0236
 SA0236.The horizontal coordinates were scaled from a topographic map and have
 SA0236.an estimated accuracy of +/- 6 seconds.
 SA0236
 SA0236.The orthometric height was determined by differential leveling
 SA0236.and adjusted by the National Geodetic Survey in June 1991..
 SA0236
 SA0236.The geoid height was determined by GEOID03.
 SA0236
 SA0236.The dynamic height is computed by dividing the NAVD 88
 SA0236.geopotential number by the normal gravity value computed on the
 SA0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0236.degrees latitude (g = 980.6199 gals.).
 SA0236
 SA0236.The modeled gravity was interpolated from observed gravity values.
 SA0236
 SA0236;                    North         East    Units  Estimated Accuracy
 SA0236;SPC WA S     -   119,830.      683,670.      MT  (+/- 180 meters Scaled)
 SA0236
 SA0236                          SUPERSEDED SURVEY CONTROL
 SA0236
 SA0236  NGVD 29 (??/??/92)  579.042  (m)         1899.74   (f) ADJ UNCH    2 0
 SA0236
 SA0236.Superseded values are not recommended for survey control.
 SA0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0236.See file dsdata.txt to determine how the superseded data were derived.
 SA0236
 SA0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM145375(NAD 83)
 SA0236_MARKER: DD = SURVEY DISK
 SA0236_SETTING: 0 = UNSPECIFIED SETTING
 SA0236_STAMPING: 1900 WASH 1915
 SA0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0236
 SA0236  HISTORY     - Date     Condition        Report By
 SA0236  HISTORY     - 1915     MONUMENTED       USGS
 SA0236  HISTORY     - 1936     GOOD             NGS
 SA0236
 SA0236                          STATION DESCRIPTION
 SA0236
 SA0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SA0236'IN ALTO.
 SA0236'IN THE TOWN OF ALTO, ALONG OREGON-WASHINGTON RAILROAD AND NAVIGATION
 SA0236'CO. RAILROAD, AT STATION SIGN BOARD.  ABOUT 735 FT. SOUTH OF STATION
 SA0236'SIGN BOARD.  138 FT. SOUTH OF SOUTH END OF WAREHOUSE.  85 FT.
 SA0236'SOUTHEAST OF INTERSECTION OF CENTERLINES DIRT ROAD CROSSING WITH MAIN
 SA0236'LINE TRACK OF RAILROAD.  68.5 FT. EAST OF CENTERLINE OF MAIN LINE
 SA0236'TRACK OF OREGON-WASHINGTON RAILROAD AND NAVIGATION CO. RAILROAD.  6.2
 SA0236'FT. NORTH OF MILE POLE 83.  A IRON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0446 ***********************************************************************
 SX0446  DESIGNATION -  19.10
 SX0446  PID         -  SX0446
 SX0446  STATE/COUNTY-  WA/KITTITAS
 SX0446  USGS QUAD   -  TEANAWAY (1985)
 SX0446
 SX0446                         *CURRENT SURVEY CONTROL
 SX0446  ___________________________________________________________________
 SX0446* NAD 83(1991)-  47 09 04.93795(N)    120 48 16.63885(W)     ADJUSTED  
 SX0446* NAVD 88     -       555.150  (meters)    1821.35   (feet)  ADJUSTED  
 SX0446  ___________________________________________________________________
 SX0446  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 SX0446  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 SX0446  DYNAMIC HT  -         555.152 (meters)    1821.36  (feet)  COMP
 SX0446  MODELED GRAV-     980,601.2   (mgal)                       NAVD 88
 SX0446
 SX0446  HORZ ORDER  -  SECOND
 SX0446  VERT ORDER  -  FIRST     CLASS II
 SX0446
 SX0446.The horizontal coordinates were established by classical geodetic methods
 SX0446.and adjusted by the National Geodetic Survey in December 1991..
 SX0446
 SX0446.The orthometric height was determined by differential leveling
 SX0446.and adjusted by the National Geodetic Survey in June 1991..
 SX0446.WARNING-Repeat measurements at this control monument indicate possible
 SX0446.vertical movement.
 SX0446
 SX0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0446
 SX0446.The geoid height was determined by GEOID03.
 SX0446
 SX0446.The dynamic height is computed by dividing the NAVD 88
 SX0446.geopotential number by the normal gravity value computed on the
 SX0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0446.degrees latitude (g = 980.6199 gals.).
 SX0446
 SX0446.The modeled gravity was interpolated from observed gravity values.
 SX0446
 SX0446;                    North         East     Units Scale Factor Converg.
 SX0446;SPC WA S     -   202,125.301   476,898.094   MT  0.99996346   -0 13 16.6
 SX0446;SPC WA S     -   663,139.43  1,564,623.16   sFT  0.99996346   -0 13 16.6
 SX0446;UTM  10      - 5,224,323.937   666,429.907   MT  0.99994043   +1 36 35.7
 SX0446
 SX0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0446!SPC WA S     -   0.99991604  x   0.99996346  =   0.99987950
 SX0446!UTM  10      -   0.99991604  x   0.99994043  =   0.99985647
 SX0446
 SX0446                          SUPERSEDED SURVEY CONTROL
 SX0446
 SX0446  NAD 83(1986)-  47 09 04.94133(N)    120 48 16.62315(W) AD(       ) 2
 SX0446  NAD 27      -  47 09 05.50100(N)    120 48 12.33750(W) AD(       ) 2
 SX0446  NGVD 29 (??/??/92)  554.010  (m)         1817.61   (f) ADJ UNCH    1 2
 SX0446
 SX0446.Superseded values are not recommended for survey control.
 SX0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0446.See file dsdata.txt to determine how the superseded data were derived.
 SX0446
 SX0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6643024324(NAD 83)
 SX0446_MARKER: DD = SURVEY DISK
 SX0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0446_SP_SET: MONUMENT
 SX0446_STAMPING: BM 19.10
 SX0446_MARK LOGO: WAHC  
 SX0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0446
 SX0446  HISTORY     - Date     Condition        Report By
 SX0446  HISTORY     - 1958     MONUMENTED       WAHC
 SX0446  HISTORY     - 1958     GOOD             NGS
 SX0446  HISTORY     - 1982     GOOD             NGS
 SX0446  HISTORY     - 1989     GOOD             USPSQD
 SX0446
 SX0446                          STATION DESCRIPTION
 SX0446
 SX0446'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1958
 SX0446'SEE STATION BRISTOL
 SX0446
 SX0446                          STATION RECOVERY (1958)
 SX0446
 SX0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 SX0446'7.4 MI SE FROM CLE ELUM.
 SX0446'7.4 MILES EAST AND SOUTHEAST ALONG U.S. HIGHWAY 10 FROM THE
 SX0446'INTERSECTION 1 BLOCK SOUTH OF THE POST OFFICE IN CLE ELUM, 95 FEET
 SX0446'NORTH OF THE NORTH RAIL OF THE NORTHERN PACIFIC RAILROAD TRACK, 38
 SX0446'FEET SOUTH OF THE CENTER OF THE HIGHWAY, SET IN THE  TOP OF AN 8 INCH
 SX0446'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 SX0446
 SX0446                          STATION RECOVERY (1982)
 SX0446
 SX0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0446'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SX0446'11.5 KM (7.2 MI) SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 SX0446'IN CLE ELUM, 0.9 KM (0.55 MI) NORTHWEST OF MILEPOST 92, 0.19 KM (0.1
 SX0446'MI) SOUTHEAST OF THE SOUTH ONE OF FOUR HIGH TENSION POWER LINES
 SX0446'CROSSING THE HIGHWAY. 13.7 METERS (45 FT) SOUTHWEST OF THE HIGHWAY,
 SX0446'48.9 METERS (160.5 FT) SOUTHEAST OF BRISTOL REFERENCE MARK NUMBER 1,
 SX0446'42.3 METERS (138.5 FT) SOUTHEAST OF TRIANGULATION STATION BRISTOL,
 SX0446'26.8 METERS (88 FT) NORTHEAST OF THE NORTHEAST RAIL.
 SX0446'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 SX0446'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 SX0446
 SX0446                          STATION RECOVERY (1989)
 SX0446
 SX0446'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 SX0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0441 ***********************************************************************
 SW0441  DESIGNATION -  1910 T
 SW0441  PID         -  SW0441
 SW0441  STATE/COUNTY-  WA/GRANT
 SW0441  USGS QUAD   -  HARTLINE (1968)
 SW0441
 SW0441                         *CURRENT SURVEY CONTROL
 SW0441  ___________________________________________________________________
 SW0441* NAD 83(1986)-  47 41 21.     (N)    119 06 28.     (W)     SCALED    
 SW0441* NAVD 88     -       583.207  (meters)    1913.40   (feet)  ADJUSTED  
 SW0441  ___________________________________________________________________
 SW0441  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 SW0441  DYNAMIC HT  -         583.244 (meters)    1913.53  (feet)  COMP
 SW0441  MODELED GRAV-     980,657.7   (mgal)                       NAVD 88
 SW0441
 SW0441  VERT ORDER  -  SECOND    CLASS 0
 SW0441
 SW0441.The horizontal coordinates were scaled from a topographic map and have
 SW0441.an estimated accuracy of +/- 6 seconds.
 SW0441
 SW0441.The orthometric height was determined by differential leveling
 SW0441.and adjusted by the National Geodetic Survey in June 1991..
 SW0441
 SW0441.The geoid height was determined by GEOID03.
 SW0441
 SW0441.The dynamic height is computed by dividing the NAVD 88
 SW0441.geopotential number by the normal gravity value computed on the
 SW0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0441.degrees latitude (g = 980.6199 gals.).
 SW0441
 SW0441.The modeled gravity was interpolated from observed gravity values.
 SW0441
 SW0441;                    North         East    Units  Estimated Accuracy
 SW0441;SPC WA S     -   262,800.      604,520.      MT  (+/- 180 meters Scaled)
 SW0441
 SW0441                          SUPERSEDED SURVEY CONTROL
 SW0441
 SW0441  NGVD 29 (??/??/92)  582.022  (m)         1909.52   (f) ADJ UNCH    2 0
 SW0441
 SW0441.Superseded values are not recommended for survey control.
 SW0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0441.See file dsdata.txt to determine how the superseded data were derived.
 SW0441
 SW0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN418839(NAD 83)
 SW0441_MARKER: P = PIPE CAP
 SW0441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0441_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0441_STAMPING: 1910 T
 SW0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0441
 SW0441  HISTORY     - Date     Condition        Report By
 SW0441  HISTORY     - UNK      MONUMENTED       USGS
 SW0441  HISTORY     - 1937     GOOD             NGS
 SW0441  HISTORY     - 1968     MARK NOT FOUND   USGS
 SW0441
 SW0441                          STATION DESCRIPTION
 SW0441
 SW0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 SW0441'IN HARTLINE.
 SW0441'AT HARTLINE, GRANT COUNTY, 80 YARDS EAST OF THE NORTHERN PACIFIC
 SW0441'RAILWAY STATION, 150 FEET EAST OF A PUBLIC CROSSING, 26 1/2 FEET EAST
 SW0441'OF THE EAST OF THE EAST END OF A WOODEN LOADING PLATFORM, AND 34 FEET
 SW0441'NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A U. S. GEOLOGICAL SURVEY
 SW0441'STANDARD CAP, STAMPED 1910 T AND RIVETED ON THE TOP OF A 3 1/2 INCH
 SW0441'IRON PIPE PROJECTING 17 INCHES ABOVE GROUND.
 SW0441
 SW0441                          STATION RECOVERY (1968)
 SW0441
 SW0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 SW0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0457 ***********************************************************************
 SX0457  DESIGNATION -  19.14
 SX0457  PID         -  SX0457
 SX0457  STATE/COUNTY-  WA/KITTITAS
 SX0457  USGS QUAD   -  THORP (1978)
 SX0457
 SX0457                         *CURRENT SURVEY CONTROL
 SX0457  ___________________________________________________________________
 SX0457* NAD 83(1986)-  47 07 02.     (N)    120 43 08.     (W)     SCALED    
 SX0457* NAVD 88     -       570.915  (meters)    1873.08   (feet)  ADJUSTED  
 SX0457  ___________________________________________________________________
 SX0457  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 SX0457  DYNAMIC HT  -         570.909 (meters)    1873.06  (feet)  COMP
 SX0457  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 SX0457
 SX0457  VERT ORDER  -  SECOND    CLASS 0
 SX0457
 SX0457.The horizontal coordinates were scaled from a topographic map and have
 SX0457.an estimated accuracy of +/- 6 seconds.
 SX0457
 SX0457.The orthometric height was determined by differential leveling
 SX0457.and adjusted by the National Geodetic Survey in June 1991..
 SX0457
 SX0457.The geoid height was determined by GEOID03.
 SX0457
 SX0457.The dynamic height is computed by dividing the NAVD 88
 SX0457.geopotential number by the normal gravity value computed on the
 SX0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0457.degrees latitude (g = 980.6199 gals.).
 SX0457
 SX0457.The modeled gravity was interpolated from observed gravity values.
 SX0457
 SX0457;                    North         East    Units  Estimated Accuracy
 SX0457;SPC WA S     -   198,310.      483,390.      MT  (+/- 180 meters Scaled)
 SX0457
 SX0457                          SUPERSEDED SURVEY CONTROL
 SX0457
 SX0457  NGVD 29 (??/??/92)  569.786  (m)         1869.37   (f) ADJ UNCH    2 0
 SX0457
 SX0457.Superseded values are not recommended for survey control.
 SX0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0457.See file dsdata.txt to determine how the superseded data were derived.
 SX0457
 SX0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT730207(NAD 83)
 SX0457_MARKER: DD = SURVEY DISK
 SX0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0457_STAMPING: BM 19.14
 SX0457_MARK LOGO: WAHC  
 SX0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0457+STABILITY: SURFACE MOTION
 SX0457
 SX0457  HISTORY     - Date     Condition        Report By
 SX0457  HISTORY     - UNK      MONUMENTED       WAHC
 SX0457  HISTORY     - 1958     GOOD             NGS
 SX0457  HISTORY     - 1982     POOR             NGS
 SX0457
 SX0457                          STATION DESCRIPTION
 SX0457
 SX0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SX0457'12.2 MI NW FROM ELLENSBURG.
 SX0457'12.2 MILES WEST AND NORTHWEST FROM THE JUNCTION OF U.S. HIGHWAYS 97
 SX0457'AND 10, 3 BLOCKS NORTH OF THE COURTHOUSE, IN ELLENSBURG, 77 FEET SOUTH
 SX0457'OF THE CENTER OF THE HIGHWAY, 51 FEET EAST OF A TRACK ROAD LEADING
 SX0457'INTO A FIELD, 38 FEET NORTH OF A FENCE CORNER, SET IN THE TOP OF A
 SX0457'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 SX0457
 SX0457                          STATION RECOVERY (1982)
 SX0457
 SX0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0457'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0130 ***********************************************************************
 SA0130  DESIGNATION -  1914
 SA0130  PID         -  SA0130
 SA0130  STATE/COUNTY-  WA/WALLA WALLA
 SA0130  USGS QUAD   -  DIXIE (1976)
 SA0130
 SA0130                         *CURRENT SURVEY CONTROL
 SA0130  ___________________________________________________________________
 SA0130* NAD 83(1986)-  46 09 54.     (N)    118 07 48.     (W)     SCALED    
 SA0130* NAVD 88     -       584.352  (meters)    1917.16   (feet)  ADJUSTED  
 SA0130  ___________________________________________________________________
 SA0130  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 SA0130  DYNAMIC HT  -         584.303 (meters)    1917.00  (feet)  COMP
 SA0130  MODELED GRAV-     980,512.9   (mgal)                       NAVD 88
 SA0130
 SA0130  VERT ORDER  -  FIRST     CLASS I
 SA0130
 SA0130.The horizontal coordinates were scaled from a topographic map and have
 SA0130.an estimated accuracy of +/- 6 seconds.
 SA0130
 SA0130.The orthometric height was determined by differential leveling
 SA0130.and adjusted by the National Geodetic Survey in June 1991..
 SA0130
 SA0130.The geoid height was determined by GEOID03.
 SA0130
 SA0130.The dynamic height is computed by dividing the NAVD 88
 SA0130.geopotential number by the normal gravity value computed on the
 SA0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0130.degrees latitude (g = 980.6199 gals.).
 SA0130
 SA0130.The modeled gravity was interpolated from observed gravity values.
 SA0130
 SA0130;                    North         East    Units  Estimated Accuracy
 SA0130;SPC WA S     -    95,190.      683,000.      MT  (+/- 180 meters Scaled)
 SA0130
 SA0130                          SUPERSEDED SURVEY CONTROL
 SA0130
 SA0130  NGVD 29 (??/??/92)  583.334  (m)         1913.82   (f) ADJ UNCH    1 1
 SA0130
 SA0130.Superseded values are not recommended for survey control.
 SA0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0130.See file dsdata.txt to determine how the superseded data were derived.
 SA0130
 SA0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM127130(NAD 83)
 SA0130_MARKER: P = PIPE CAP
 SA0130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0130_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0130_STAMPING: 1914 WASH 1915
 SA0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0130
 SA0130  HISTORY     - Date     Condition        Report By
 SA0130  HISTORY     - 1915     MONUMENTED       USGS
 SA0130  HISTORY     - 1968     GOOD             NGS
 SA0130  HISTORY     - 1982     GOOD             NGS
 SA0130  HISTORY     - 20031115 GOOD             GEOCAC
 SA0130
 SA0130                          STATION DESCRIPTION
 SA0130
 SA0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0130'2.3 MI N FROM DIXIE.
 SA0130'2.3 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE POST OFFICE AT DIXIE,
 SA0130'IN R37E T8N, SECTION 24, 0.1 MILE NORTH OF MILEPOST 350, AT THE
 SA0130'JUNCTION OF AN ASPHALT ROAD EAST, 183 FEET EAST OF THE CENTER LINE OF
 SA0130'THE HIGHWAY, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 34.0 FEET
 SA0130'EAST OF THE EAST RAIL OF NORTHERN PACIFIC RAILWAY, 14 FEET WEST OF
 SA0130'TELEPHONE POLE V36 E200N57E1 WITH A GUY WIRE, 130.8 FEET SOUTHEAST OF
 SA0130'THE SOUTHEAST CORNER OF MINNICK GRAIN ELEVATOR, 2.0 FEET EAST OF A
 SA0130'GUY-WIRE ANCHOR, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 1/2 FOOT
 SA0130'HIGHER THAN THE ROAD, AND SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 SA0130'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 SA0130
 SA0130                          STATION RECOVERY (1982)
 SA0130
 SA0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA0130'RECOVERED IN GOOD CONDITION.
 SA0130
 SA0130                          STATION RECOVERY (2003)
 SA0130
 SA0130'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0756 ***********************************************************************
 SV0756  DESIGNATION -  1914 T USGS
 SV0756  PID         -  SV0756
 SV0756  STATE/COUNTY-  WA/SPOKANE
 SV0756  USGS QUAD   -  SPOKANE NW (1986)
 SV0756
 SV0756                         *CURRENT SURVEY CONTROL
 SV0756  ___________________________________________________________________
 SV0756* NAD 83(1986)-  47 39 37.     (N)    117 24 54.     (W)     SCALED    
 SV0756* NAVD 88     -       583.587  (meters)    1914.65   (feet)  POSTED    
 SV0756  ___________________________________________________________________
 SV0756  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SV0756  DYNAMIC HT  -         583.620 (meters)    1914.76  (feet)  COMP
 SV0756  MODELED GRAV-     980,657.0   (mgal)                       NAVD 88
 SV0756
 SV0756  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 SV0756
 SV0756.The horizontal coordinates were scaled from a topographic map and have
 SV0756.an estimated accuracy of +/- 6 seconds.
 SV0756
 SV0756.The orthometric height was determined by differential leveling
 SV0756.and adjusted by the National Geodetic Survey in 1992..
 SV0756.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 SV0756.rate of 3.1 thru 4.0 mm/km.
 SV0756.WARNING-Repeat measurements at this control monument indicate possible
 SV0756.vertical movement.
 SV0756
 SV0756.The geoid height was determined by GEOID03.
 SV0756
 SV0756.The dynamic height is computed by dividing the NAVD 88
 SV0756.geopotential number by the normal gravity value computed on the
 SV0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0756.degrees latitude (g = 980.6199 gals.).
 SV0756
 SV0756.The modeled gravity was interpolated from observed gravity values.
 SV0756
 SV0756;                    North         East    Units  Estimated Accuracy
 SV0756;SPC WA N     -    79,110.      756,670.      MT  (+/- 180 meters Scaled)
 SV0756
 SV0756                          SUPERSEDED SURVEY CONTROL
 SV0756
 SV0756  NGVD 29 (??/??/92)  582.43   (m)         1910.9    (f) COMPUTED    1 2
 SV0756
 SV0756.Superseded values are not recommended for survey control.
 SV0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0756.See file dsdata.txt to determine how the superseded data were derived.
 SV0756
 SV0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN688786(NAD 83)
 SV0756_MARKER: DB = BENCH MARK DISK
 SV0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0756_SP_SET: FOUNDATION
 SV0756_STAMPING: 1914 T
 SV0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0756
 SV0756  HISTORY     - Date     Condition        Report By
 SV0756  HISTORY     - UNK      MONUMENTED       USGS
 SV0756  HISTORY     - 1931     GOOD             NGS
 SV0756  HISTORY     - 1965     GOOD             NGS
 SV0756  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0756  HISTORY     - 1981     MARK NOT FOUND   NGS
 SV0756
 SV0756                          STATION DESCRIPTION
 SV0756
 SV0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 SV0756'IN SPOKANE.
 SV0756'AT SPOKANE, IN SOUTHEAST CORNER OF BRICK WALL OF MAIN BUILDING OF
 SV0756'NORTHERN PACIFIC DEPOT, IN SECOND COURSE OF BRICK ABOVE STONE
 SV0756'FOUNDATION, FOURTH ROW WEST FROM CORNER.
 SV0756
 SV0756                          STATION RECOVERY (1965)
 SV0756
 SV0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0756'RECOVERED IN GOOD CONDITION.
 SV0756
 SV0756                          STATION RECOVERY (1980)
 SV0756
 SV0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0756'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
 SV0756
 SV0756                          STATION RECOVERY (1981)
 SV0756
 SV0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SV0756'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0378 ***********************************************************************
 SW0378  DESIGNATION -  1916 RESET 1940
 SW0378  PID         -  SW0378
 SW0378  STATE/COUNTY-  WA/LINCOLN
 SW0378  USGS QUAD   -  ALMIRA (1969)
 SW0378
 SW0378                         *CURRENT SURVEY CONTROL
 SW0378  ___________________________________________________________________
 SW0378* NAD 83(1986)-  47 42 43.     (N)    118 56 18.     (W)     SCALED    
 SW0378* NAVD 88     -       584.98   (+/-2cm)    1919.2    (feet)  VERTCON   
 SW0378  ___________________________________________________________________
 SW0378  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 SW0378
 SW0378  VERT ORDER  -  ? (See Below)
 SW0378
 SW0378.The horizontal coordinates were scaled from a topographic map and have
 SW0378.an estimated accuracy of +/- 6 seconds.
 SW0378
 SW0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0378.The vertical order pertains to the NGVD 29 superseded value.
 SW0378
 SW0378.The geoid height was determined by GEOID03.
 SW0378
 SW0378;                    North         East    Units  Estimated Accuracy
 SW0378;SPC WA N     -    80,910.      642,180.      MT  (+/- 180 meters Scaled)
 SW0378
 SW0378                          SUPERSEDED SURVEY CONTROL
 SW0378
 SW0378  NGVD 29 (??/??/92)  583.797  (m)         1915.34   (f) ADJ UNCH    ?  
 SW0378
 SW0378.Superseded values are not recommended for survey control.
 SW0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0378.See file dsdata.txt to determine how the superseded data were derived.
 SW0378
 SW0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN546861(NAD 83)
 SW0378_MARKER: DD = SURVEY DISK
 SW0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0378_STAMPING: 1916 1940
 SW0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0378+STABILITY: SURFACE MOTION
 SW0378
 SW0378  HISTORY     - Date     Condition        Report By
 SW0378  HISTORY     - 1940     MONUMENTED       BOR
 SW0378  HISTORY     - 1966     GOOD             NGS
 SW0378
 SW0378                          STATION DESCRIPTION
 SW0378
 SW0378'DESCRIBED BY US BUREAU OF RECLAMATION 1940
 SW0378'IN ALMIRA.
 SW0378'AT ALMIRA, LINCOLN COUNTY, 53 FEET WEST OF THE NORTHERN PACIFIC
 SW0378'RAILWAY STATION, 38 FEET WEST OF THE STATION PLATFORM, 1 FOOT SOUTH OF
 SW0378'THE WEST END OF THE WOODEN GUARD RAIL OF THE PLATFORM, 17 FEET SOUTH
 SW0378'OF THE CENTERLINE OF THE TRACK, AND 3.3 FEET SOUTHWEST OF LIGHT POLE.
 SW0378'A U.S. BUREAU OF RECLAMATION STANDARD DISK, STAMPED 1916 AND SET IN
 SW0378'THE TOP OF A CONCRETE POST.
 SW0378
 SW0378                          STATION RECOVERY (1966)
 SW0378
 SW0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0687 ***********************************************************************
 SV0687  DESIGNATION -  1916.25
 SV0687  PID         -  SV0687
 SV0687  STATE/COUNTY-  WA/SPOKANE
 SV0687  USGS QUAD   -  SPOKANE NW (1986)
 SV0687
 SV0687                         *CURRENT SURVEY CONTROL
 SV0687  ___________________________________________________________________
 SV0687* NAD 83(1986)-  47 39 37.     (N)    117 24 40.     (W)     SCALED    
 SV0687* NAVD 88     -       580.077  (meters)    1903.14   (feet)  POSTED    
 SV0687  ___________________________________________________________________
 SV0687  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SV0687  DYNAMIC HT  -         580.110 (meters)    1903.24  (feet)  COMP
 SV0687  MODELED GRAV-     980,656.5   (mgal)                       NAVD 88
 SV0687
 SV0687  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 SV0687
 SV0687.The horizontal coordinates were scaled from a topographic map and have
 SV0687.an estimated accuracy of +/- 6 seconds.
 SV0687
 SV0687.The orthometric height was determined by differential leveling
 SV0687.and adjusted by the National Geodetic Survey in 1992..
 SV0687.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 SV0687.rate of 3.1 thru 4.0 mm/km.
 SV0687
 SV0687.The geoid height was determined by GEOID03.
 SV0687
 SV0687.The dynamic height is computed by dividing the NAVD 88
 SV0687.geopotential number by the normal gravity value computed on the
 SV0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0687.degrees latitude (g = 980.6199 gals.).
 SV0687
 SV0687.The modeled gravity was interpolated from observed gravity values.
 SV0687
 SV0687;                    North         East    Units  Estimated Accuracy
 SV0687;SPC WA N     -    79,130.      756,970.      MT  (+/- 180 meters Scaled)
 SV0687
 SV0687                          SUPERSEDED SURVEY CONTROL
 SV0687
 SV0687  NGVD 29 (??/??/92)  578.922  (m)         1899.35   (f) ADJ UNCH    1 2
 SV0687
 SV0687.Superseded values are not recommended for survey control.
 SV0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0687.See file dsdata.txt to determine how the superseded data were derived.
 SV0687
 SV0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN691786(NAD 83)
 SV0687_MARKER: DD = SURVEY DISK
 SV0687_SETTING: 0 = UNSPECIFIED SETTING
 SV0687_STAMPING: 1916.25
 SV0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0687
 SV0687  HISTORY     - Date     Condition        Report By
 SV0687  HISTORY     - UNK      MONUMENTED       LOCENG
 SV0687  HISTORY     - 1965     GOOD             NGS
 SV0687  HISTORY     - 1973     MARK NOT FOUND   USGS
 SV0687
 SV0687                          STATION DESCRIPTION
 SV0687
 SV0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0687'IN SPOKANE.
 SV0687'AT SPOKANE, SPOKANE COUNTY, ABOUT 0.25 MILE NORTH ALONG DIVISION
 SV0687'STREET FROM THE NORTHERN PACIFIC RAILWAY OVERPASS, AT THE NORTHWEST
 SV0687'CORNER OF THE INTERSECTION OF TRENT AVENUE, AT THE INTERSECTION OF A
 SV0687'RETAINING WALL ALONG THE NORTH SIDE OF TRENT AVENUE AND THE SOUTHWEST
 SV0687'WING WALL OF THE DIVISION STREET BRIDGE OVER THE UNION PACIFIC
 SV0687'RAILROAD, IN THE TOP OF THE CONCRETE WALL, 11.2 FEET WEST OF THE WEST
 SV0687'CURB OF DIVISION STREET, 0.2 FOOT NORTH OF THE NORTH CURB OF TRENT
 SV0687'AVENUE, AND ABOUT LEVEL WITH THE SIDEWALK.  A CITY OF SPOKANE STANDARD
 SV0687'DISK, STAMPED 1916.25.  NOTE-- THE INTERSECTION MAY HAVE BEEN WIDENED
 SV0687'TO MAKE MORE OF A CURVE FOR TRAFFIC.
 SV0687
 SV0687                          STATION RECOVERY (1973)
 SV0687
 SV0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0472 ***********************************************************************
 SX0472  DESIGNATION -  19.17
 SX0472  PID         -  SX0472
 SX0472  STATE/COUNTY-  WA/KITTITAS
 SX0472  USGS QUAD   -  THORP (1978)
 SX0472
 SX0472                         *CURRENT SURVEY CONTROL
 SX0472  ___________________________________________________________________
 SX0472* NAD 83(1986)-  47 05 00.     (N)    120 40 22.     (W)     SCALED    
 SX0472* NAVD 88     -       508.550  (meters)    1668.47   (feet)  ADJUSTED  
 SX0472  ___________________________________________________________________
 SX0472  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 SX0472  DYNAMIC HT  -         508.550 (meters)    1668.47  (feet)  COMP
 SX0472  MODELED GRAV-     980,598.1   (mgal)                       NAVD 88
 SX0472
 SX0472  VERT ORDER  -  FIRST     CLASS II
 SX0472
 SX0472.The horizontal coordinates were scaled from a topographic map and have
 SX0472.an estimated accuracy of +/- 6 seconds.
 SX0472
 SX0472.The orthometric height was determined by differential leveling
 SX0472.and adjusted by the National Geodetic Survey in June 1991..
 SX0472.WARNING-Repeat measurements at this control monument indicate possible
 SX0472.vertical movement.
 SX0472
 SX0472.The geoid height was determined by GEOID03.
 SX0472
 SX0472.The dynamic height is computed by dividing the NAVD 88
 SX0472.geopotential number by the normal gravity value computed on the
 SX0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0472.degrees latitude (g = 980.6199 gals.).
 SX0472
 SX0472.The modeled gravity was interpolated from observed gravity values.
 SX0472
 SX0472;                    North         East    Units  Estimated Accuracy
 SX0472;SPC WA S     -   194,530.      486,880.      MT  (+/- 180 meters Scaled)
 SX0472
 SX0472                          SUPERSEDED SURVEY CONTROL
 SX0472
 SX0472  NGVD 29 (??/??/92)  507.421  (m)         1664.76   (f) ADJ UNCH    1 2
 SX0472
 SX0472.Superseded values are not recommended for survey control.
 SX0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0472.See file dsdata.txt to determine how the superseded data were derived.
 SX0472
 SX0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT766170(NAD 83)
 SX0472_MARKER: DD = SURVEY DISK
 SX0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0472_STAMPING: BM 19.17
 SX0472_MARK LOGO: WAHC  
 SX0472_PROJECTION: PROJECTING 10 CENTIMETERS
 SX0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0472+STABILITY: SURFACE MOTION
 SX0472
 SX0472  HISTORY     - Date     Condition        Report By
 SX0472  HISTORY     - UNK      MONUMENTED       WAHC
 SX0472  HISTORY     - 1958     GOOD             NGS
 SX0472  HISTORY     - 1982     GOOD             NGS
 SX0472  HISTORY     - 1987     GOOD             USPSQD
 SX0472  HISTORY     - 1989     GOOD             USPSQD
 SX0472  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SX0472
 SX0472                          STATION DESCRIPTION
 SX0472
 SX0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SX0472'8.3 MI NW FROM ELLENSBURG.
 SX0472'8.3 MILES WEST AND NORTHWEST FROM THE JUNCTION OF U.S. HIGHWAYS 97 AND
 SX0472'10, 30 BLOCKS NORTH OF THE COURTHOUSE, IN ELLENSBURG, ABOUT 0.1 MILE
 SX0472'SOUTHEAST OF CLARKS SERVICE STATION, 53.0 FEET NORTH OF THE CENTER OF
 SX0472'THE HIGHWAY, 28.0 FEET WEST OF A FENCE CORNER, 1.7 SOUTH OF THE FENCE,
 SX0472'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 SX0472
 SX0472                          STATION RECOVERY (1982)
 SX0472
 SX0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0472'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SX0472'0.3 KM (0.2 MI) NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT
 SX0472'ELLENSBURG, THENCE 2.5 KM (1.55 MI) NORTHWEST ALONG EIGHTH AVENUE,
 SX0472'THENCE 10.85 KM (6.8 MI) NORTHWEST ALONG STATE HIGHWAY 10, 0.16 KM
 SX0472'(0.1 MI) SOUTHEAST OF A GAS STATION AND MOTEL, 16.2 METERS (53 FT)
 SX0472'NORTHEAST OF THE HIGHWAY, 38.7 METERS (127 FT) EAST ACROSS THE HIGHWAY
 SX0472'FROM MILEPOST 100, 15.3 METERS (50.5 FT) NORTHWEST OF A UTILITY POLE
 SX0472'AND A GUY WIRE CROSSING THE HIGHWAY, 8.5 METERS (28 FT) NORTHWEST OF A
 SX0472'FENCE CORNER POST, 0.5 METER (1.7 FT) SOUTHWEST OF A FENCE.
 SX0472'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 SX0472'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 SX0472
 SX0472                          STATION RECOVERY (1987)
 SX0472
 SX0472'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX0472'RECOVERED IN GOOD CONDITION.
 SX0472
 SX0472                          STATION RECOVERY (1989)
 SX0472
 SX0472'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SX0472'RECOVERED IN GOOD CONDITION.
 SX0472
 SX0472                          STATION RECOVERY (2001)
 SX0472
 SX0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SX0472'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1042 ***********************************************************************
 SX1042  DESIGNATION -  19.19
 SX1042  PID         -  SX1042
 SX1042  STATE/COUNTY-  WA/KITTITAS
 SX1042  USGS QUAD   -  THORP (1978)
 SX1042
 SX1042                         *CURRENT SURVEY CONTROL
 SX1042  ___________________________________________________________________
 SX1042* NAD 83(1986)-  47 03 51.     (N)    120 39 01.     (W)     SCALED    
 SX1042* NAVD 88     -       496.296  (meters)    1628.26   (feet)  ADJUSTED  
 SX1042  ___________________________________________________________________
 SX1042  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 SX1042  DYNAMIC HT  -         496.299 (meters)    1628.27  (feet)  COMP
 SX1042  MODELED GRAV-     980,606.7   (mgal)                       NAVD 88
 SX1042
 SX1042  VERT ORDER  -  FIRST     CLASS II
 SX1042
 SX1042.The horizontal coordinates were scaled from a topographic map and have
 SX1042.an estimated accuracy of +/- 6 seconds.
 SX1042
 SX1042.The orthometric height was determined by differential leveling
 SX1042.and adjusted by the National Geodetic Survey in June 1991..
 SX1042
 SX1042.The geoid height was determined by GEOID03.
 SX1042
 SX1042.The dynamic height is computed by dividing the NAVD 88
 SX1042.geopotential number by the normal gravity value computed on the
 SX1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1042.degrees latitude (g = 980.6199 gals.).
 SX1042
 SX1042.The modeled gravity was interpolated from observed gravity values.
 SX1042
 SX1042;                    North         East    Units  Estimated Accuracy
 SX1042;SPC WA S     -   192,400.      488,590.      MT  (+/- 180 meters Scaled)
 SX1042
 SX1042                          SUPERSEDED SURVEY CONTROL
 SX1042
 SX1042.No superseded survey control is available for this station.
 SX1042
 SX1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT784149(NAD 83)
 SX1042_MARKER: DB = BENCH MARK DISK
 SX1042_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SX1042_SP_SET: BRIDGE
 SX1042_STAMPING: BM 19.19
 SX1042_MARK LOGO: WAHC  
 SX1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1042+STABILITY: SURFACE MOTION
 SX1042
 SX1042  HISTORY     - Date     Condition        Report By
 SX1042  HISTORY     - UNK      MONUMENTED       WAHC
 SX1042  HISTORY     - 1982     GOOD             NGS
 SX1042  HISTORY     - 1987     GOOD             USPSQD
 SX1042  HISTORY     - 1989     GOOD             USPSQD
 SX1042  HISTORY     - 20010331 GOOD             NGS
 SX1042
 SX1042                          STATION DESCRIPTION
 SX1042
 SX1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX1042'11.1 KM (6.9 MI) NW FROM ELLENSBURG.
 SX1042'0.3 KM (0.2 MI) NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT
 SX1042'ELLENSBURG, THENCE 2.5 KM (1.55 MI) NORTHWEST ALONG EIGHTH AVENUE,
 SX1042'THENCE 8.35 KM (5.15 MI) NORTHWEST ALONG STATE HIGHWAY 10, IN TOP OF
 SX1042'THE SOUTHEAST END OF THE NORTHEAST CONCRETE GUARD RAIL OF A SMALL
 SX1042'BRIDGE OVER A CANAL, 4.5 METERS (15 FT) NORTHEAST OF THE HIGHWAY.
 SX1042'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 SX1042
 SX1042                          STATION RECOVERY (1987)
 SX1042
 SX1042'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX1042'RECOVERED IN GOOD CONDITION.
 SX1042
 SX1042                          STATION RECOVERY (1989)
 SX1042
 SX1042'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 SX1042'RECOVERED IN GOOD CONDITION.
 SX1042
 SX1042                          STATION RECOVERY (2001)
 SX1042
 SX1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SX1042'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0504 ***********************************************************************
 SX0504  DESIGNATION -  19.22
 SX0504  PID         -  SX0504
 SX0504  STATE/COUNTY-  WA/KITTITAS
 SX0504  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX0504
 SX0504                         *CURRENT SURVEY CONTROL
 SX0504  ___________________________________________________________________
 SX0504* NAD 83(1986)-  47 00 58.     (N)    120 35 10.     (W)     SCALED    
 SX0504* NAVD 88     -       474.651  (meters)    1557.25   (feet)  ADJUSTED  
 SX0504  ___________________________________________________________________
 SX0504  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 SX0504  DYNAMIC HT  -         474.655 (meters)    1557.26  (feet)  COMP
 SX0504  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 SX0504
 SX0504  VERT ORDER  -  FIRST     CLASS II
 SX0504
 SX0504.The horizontal coordinates were scaled from a topographic map and have
 SX0504.an estimated accuracy of +/- 6 seconds.
 SX0504
 SX0504.The orthometric height was determined by differential leveling
 SX0504.and adjusted by the National Geodetic Survey in June 1991..
 SX0504
 SX0504.The geoid height was determined by GEOID03.
 SX0504
 SX0504.The dynamic height is computed by dividing the NAVD 88
 SX0504.geopotential number by the normal gravity value computed on the
 SX0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0504.degrees latitude (g = 980.6199 gals.).
 SX0504
 SX0504.The modeled gravity was interpolated from observed gravity values.
 SX0504
 SX0504;                    North         East    Units  Estimated Accuracy
 SX0504;SPC WA S     -   187,050.      493,450.      MT  (+/- 180 meters Scaled)
 SX0504
 SX0504                          SUPERSEDED SURVEY CONTROL
 SX0504
 SX0504  NGVD 29 (??/??/92)  473.552  (m)         1553.65   (f) ADJ UNCH    1 2
 SX0504
 SX0504.Superseded values are not recommended for survey control.
 SX0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0504.See file dsdata.txt to determine how the superseded data were derived.
 SX0504
 SX0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT834097(NAD 83)
 SX0504_MARKER: DD = SURVEY DISK
 SX0504_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SX0504_SP_SET: CULVERT HEADWALL
 SX0504_STAMPING: BM 19.22
 SX0504_MARK LOGO: CGS   
 SX0504_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0504+STABILITY: SURFACE MOTION
 SX0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX0504+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2000
 SX0504
 SX0504  HISTORY     - Date     Condition        Report By
 SX0504  HISTORY     - UNK      MONUMENTED       WAHC
 SX0504  HISTORY     - 1958     GOOD             NGS
 SX0504  HISTORY     - 1982     GOOD             NGS
 SX0504  HISTORY     - 1987     GOOD             USPSQD
 SX0504  HISTORY     - 1989     GOOD             USPSQD
 SX0504  HISTORY     - 20000117 GOOD             NGS
 SX0504  HISTORY     - 20010331 GOOD             NGS
 SX0504
 SX0504                          STATION DESCRIPTION
 SX0504
 SX0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SX0504'2.2 MI W FROM ELLENSBURG.
 SX0504'2.2 MILES WEST AND NORTHWEST FROM THE JUNCTION OF U.S. HIGHWAYS 97 AND
 SX0504'10, 3 BLOCKS NORTH OF THE COURTHOUSE, IN ELLENSBURG, CEMENTED IN A
 SX0504'DRILL HOLE IN A CONCRETE BRIDGE ON THE NORTHERN PACIFIC RAILROAD, 8.6
 SX0504'FEET NORTH OF THE NORTH RAIL, 1.2 FEET WEST OF THE EAST END OF THE
 SX0504'NORTH ABUTMENT.
 SX0504
 SX0504                          STATION RECOVERY (1982)
 SX0504
 SX0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0504'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SX0504'0.3 KM (0.2 MI) NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT
 SX0504'ELLENSBURG, THENCE 2.5 KM (1.55 MI) NORTHWEST ALONG EIGHTH AVENUE,
 SX0504'THENCE 1.0 KM (0.6 MI) NORTHWEST ALONG STATE HIGHWAY 10, IN TOP OF THE
 SX0504'SOUTHEAST END OF THE NORTHEAST HEADWALL FOR A BRIDGE OVER REECER
 SX0504'CREEK, 36.1 METERS (118.5 FT) SOUTHWEST OF THE HIGHWAY, 2.6 METERS
 SX0504'(8.5 FT) NORTHEAST OF THE NORTHEAST RAIL.
 SX0504'THE MARK IS 0.4 M BELOW THE TRACKS.
 SX0504
 SX0504                          STATION RECOVERY (1987)
 SX0504
 SX0504'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX0504'RECOVERED IN GOOD CONDITION.
 SX0504
 SX0504                          STATION RECOVERY (1989)
 SX0504
 SX0504'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 SX0504'RECOVERED IN GOOD CONDITION.
 SX0504
 SX0504                          STATION RECOVERY (2000)
 SX0504
 SX0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 SX0504'0.3 KM (0.20 MI) NORTHERLY ALONG MAIN STREET FROM THE COUNTY
 SX0504'COURTHOUSE IN ELLENSBURG, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG 8TH
 SX0504'AVENUE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG REECER CREEK ROAD,
 SX0504'THENCE 0.9 KM (0.55 MI) NORTHWESTERLY ALONG DRY CREEK CONNECTION ROAD,
 SX0504'IN TOP OF AND 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 SX0504'NORTHEAST CONCRETE HEADWALL OF A DOUBLE CULVERT UNDER THE BNSF
 SX0504'RAILROAD, 36.1 M (118.4 FT) SOUTHWEST OF THE ROAD CENTERLINE, 2.6 M
 SX0504'(8.5 FT) NORTHEAST OF THE NEAR RAIL, AND 0.4 M (1.3 FT) BELOW THE
 SX0504'LEVEL OF THE TRACKS.  NOTE--THE MONUMENT IS ON THE ROAD AND THE
 SX0504'RAILROAD RIGHT-OF-WAY.
 SX0504
 SX0504                          STATION RECOVERY (2001)
 SX0504
 SX0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SX0504'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0064 ***********************************************************************
 SB0064  DESIGNATION -  1924 USGS
 SB0064  PID         -  SB0064
 SB0064  STATE/COUNTY-  WA/KITTITAS
 SB0064  USGS QUAD   -  BOYLSTON (1953)
 SB0064
 SB0064                         *CURRENT SURVEY CONTROL
 SB0064  ___________________________________________________________________
 SB0064* NAD 83(1986)-  46 52 39.     (N)    120 08 44.     (W)     SCALED    
 SB0064* NAVD 88     -       587.485  (meters)    1927.44   (feet)  ADJUSTED  
 SB0064  ___________________________________________________________________
 SB0064  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SB0064  DYNAMIC HT  -         587.474 (meters)    1927.40  (feet)  COMP
 SB0064  MODELED GRAV-     980,577.1   (mgal)                       NAVD 88
 SB0064
 SB0064  VERT ORDER  -  SECOND    CLASS 0
 SB0064
 SB0064.The horizontal coordinates were scaled from a topographic map and have
 SB0064.an estimated accuracy of +/- 6 seconds.
 SB0064
 SB0064.The orthometric height was determined by differential leveling
 SB0064.and adjusted by the National Geodetic Survey in June 1991..
 SB0064
 SB0064.The geoid height was determined by GEOID03.
 SB0064
 SB0064.The dynamic height is computed by dividing the NAVD 88
 SB0064.geopotential number by the normal gravity value computed on the
 SB0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0064.degrees latitude (g = 980.6199 gals.).
 SB0064
 SB0064.The modeled gravity was interpolated from observed gravity values.
 SB0064
 SB0064;                    North         East    Units  Estimated Accuracy
 SB0064;SPC WA S     -   171,700.      527,020.      MT  (+/- 180 meters Scaled)
 SB0064
 SB0064                          SUPERSEDED SURVEY CONTROL
 SB0064
 SB0064  NGVD 29 (??/??/92)  586.341  (m)         1923.69   (f) ADJ UNCH    2 0
 SB0064
 SB0064.Superseded values are not recommended for survey control.
 SB0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0064.See file dsdata.txt to determine how the superseded data were derived.
 SB0064
 SB0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS175955(NAD 83)
 SB0064_MARKER: DD = SURVEY DISK
 SB0064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0064_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0064_STAMPING: 1924
 SB0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0064
 SB0064  HISTORY     - Date     Condition        Report By
 SB0064  HISTORY     - UNK      MONUMENTED       USGS
 SB0064  HISTORY     - 1934     GOOD             NGS
 SB0064
 SB0064                          STATION DESCRIPTION
 SB0064
 SB0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SB0064'1.4 MI W FROM RYE.
 SB0064'1.4 MI. WEST ALONG C.M.ST.P.AND P. RR FROM RR STATION ALONG THE RIGHT
 SB0064'OF WAY OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 66
 SB0064'RAILLENGTHS, APPROXIMATELY 725 YARDS WEST OF MILE POST 2038, 21 1-4
 SB0064'RAIL LENGTHS WEST OF WOODEN TRESTLE NO. EE 296 13, AT EAST END OF ROCK
 SB0064'CUT, 16 FEET NORTH OF TRACK, SET ON TOP OF IRON POST, 6 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0418 ***********************************************************************
 TP0418  DESIGNATION -  193 11
 TP0418  PID         -  TP0418
 TP0418  STATE/COUNTY-  WA/OKANOGAN
 TP0418  USGS QUAD   -  MT ANNIE (1988)
 TP0418
 TP0418                         *CURRENT SURVEY CONTROL
 TP0418  ___________________________________________________________________
 TP0418* NAD 83(1986)-  48 42 59.     (N)    119 04 22.     (W)     SCALED    
 TP0418* NAVD 88     -      1065.74   (+/-2cm)    3496.5    (feet)  VERTCON   
 TP0418  ___________________________________________________________________
 TP0418  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 TP0418
 TP0418  VERT ORDER  -  ? (See Below)
 TP0418
 TP0418.The horizontal coordinates were scaled from a topographic map and have
 TP0418.an estimated accuracy of +/- 6 seconds.
 TP0418
 TP0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0418.The vertical order pertains to the NGVD 29 superseded value.
 TP0418
 TP0418.The geoid height was determined by GEOID03.
 TP0418
 TP0418;                    North         East    Units  Estimated Accuracy
 TP0418;SPC WA N     -   192,320.      629,540.      MT  (+/- 180 meters Scaled)
 TP0418
 TP0418                          SUPERSEDED SURVEY CONTROL
 TP0418
 TP0418  NGVD 29 (??/??/92) 1064.384  (m)         3492.07   (f) ADJ UNCH    ?  
 TP0418
 TP0418.Superseded values are not recommended for survey control.
 TP0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0418.See file dsdata.txt to determine how the superseded data were derived.
 TP0418
 TP0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP475980(NAD 83)
 TP0418_MARKER: DD = SURVEY DISK
 TP0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0418_SP_SET: CONCRETE POST
 TP0418_STAMPING: 193 11 1928
 TP0418_MARK LOGO: BPR   
 TP0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0418+STABILITY: SURFACE MOTION
 TP0418
 TP0418  HISTORY     - Date     Condition        Report By
 TP0418  HISTORY     - 1928     MONUMENTED       BPR
 TP0418  HISTORY     - 19860719 GOOD             NGS
 TP0418  HISTORY     - 19870530 GOOD             USGS
 TP0418
 TP0418                          STATION DESCRIPTION
 TP0418
 TP0418'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 TP0418'20.1 MI W FROM REPUBLIC.
 TP0418'IN OKANOGAN COUNTY, ABOUT 20.1 MILES WEST ALONG STATE HIGHWAY 4 FROM
 TP0418'THE POST OFFICE AT REPUBLIC, FERRY COUNTY, ABOUT 200 FEET EAST OF
 TP0418'HIGHWAY GUARDRAIL 21/01, 30 FEET WEST OF HIGHWAY MILEPOST 135, AND 30
 TP0418'FEET SOUTH OF THE HIGHWAY.  A BUREAU OF PUBLIC ROADS STANDARD DISK,
 TP0418'STAMPED 193 11 1928 AND SET IN THE TOP OF A CONCRETE POST.
 TP0418
 TP0418                          STATION RECOVERY (1986)
 TP0418
 TP0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 TP0418'RECOVERED IN GOOD CONDITION.  NOTE--4.67 KM WEST ALONG STATE HIGHWAY
 TP0418'20 FROM THE POST OFFICE IN WAUCONDA TO THE MARK ON THE LEFT, 9.1 M
 TP0418'(29.9 FT) SOUTH OF THE CENTER OF THE HIGHWAY.
 TP0418
 TP0418                          STATION RECOVERY (1987)
 TP0418
 TP0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987
 TP0418'2.8 MILES (4.5 KM) WEST OF WAUCONDA, ALONG STATE HIGHWAY 20, ABOUT 0.5
 TP0418'MILES (0.8 KM) EAST OF BONAPARTE LAKE ROAD, IN THE SW 1/4 OF SEC. 8,
 TP0418'T-37 N. R-30 E, 80 FEET (24.4 M) WEST OF A N-S FENCE, 35 FEET
 TP0418'(10.7 M) SOUTH OF HIGHWAY, 17 FEET (5.2 M) EAST OF A POWERPOLE, 65
 TP0418'FEET (19.8 M) SOUTH AND ACROSS THE HIGHWAY FROM BM 193 12 1928, IN A
 TP0418'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0419 ***********************************************************************
 TP0419  DESIGNATION -  193 18
 TP0419  PID         -  TP0419
 TP0419  STATE/COUNTY-  WA/OKANOGAN
 TP0419  USGS QUAD   -  MT ANNIE (1988)
 TP0419
 TP0419                         *CURRENT SURVEY CONTROL
 TP0419  ___________________________________________________________________
 TP0419* NAD 83(1991)-  48 43 19.05422(N)    119 02 40.20236(W)     ADJUSTED  
 TP0419* NAVD 88     -      1077.98   (+/-2cm)    3536.7    (feet)  VERTCON   
 TP0419  ___________________________________________________________________
 TP0419  X           -  -2,047,025.148 (meters)                     COMP
 TP0419  Y           -  -3,686,176.261 (meters)                     COMP
 TP0419  Z           -   4,771,014.076 (meters)                     COMP
 TP0419  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 TP0419  ELLIP HEIGHT-        1060.86  (meters)          (12/09/91) GPS OBS
 TP0419  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 TP0419
 TP0419  HORZ ORDER  -  FIRST
 TP0419  VERT ORDER  -  ? (See Below)
 TP0419  ELLP ORDER  -  FOURTH    CLASS I
 TP0419
 TP0419.The horizontal coordinates were established by GPS observations
 TP0419.and adjusted by the National Geodetic Survey in December 1991..
 TP0419
 TP0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0419.The vertical order pertains to the NGVD 29 superseded value.
 TP0419
 TP0419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TP0419
 TP0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0419
 TP0419.The ellipsoidal height was determined by GPS observations
 TP0419.and is referenced to NAD 83.
 TP0419
 TP0419.The geoid height was determined by GEOID03.
 TP0419
 TP0419;                    North         East     Units Scale Factor Converg.
 TP0419;SPC WA N     -   192,988.220   631,606.988   MT  0.99999788   +1 19 54.6
 TP0419;SPC WA N     -   633,162.19  2,072,197.26   sFT  0.99999788   +1 19 54.6
 TP0419;UTM  11      - 5,398,564.647   349,633.560   MT  0.99987778   -1 32 12.3
 TP0419
 TP0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0419!SPC WA N     -   0.99983377  x   0.99999788  =   0.99983165
 TP0419!UTM  11      -   0.99983377  x   0.99987778  =   0.99971157
 TP0419
 TP0419                          SUPERSEDED SURVEY CONTROL
 TP0419
 TP0419  NAD 83(1986)-  48 43 19.05686(N)    119 02 40.19681(W) AD(       ) 1
 TP0419  NAD 27      -  48 43 19.48672(N)    119 02 36.02637(W) AD(       ) 1
 TP0419  NGVD 29 (??/??/92) 1076.620  (m)         3532.21   (f) ADJ UNCH    ?  
 TP0419
 TP0419.Superseded values are not recommended for survey control.
 TP0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0419.See file dsdata.txt to determine how the superseded data were derived.
 TP0419
 TP0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP4963498565(NAD 83)
 TP0419_MARKER: DB = BENCH MARK DISK
 TP0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0419_SP_SET: CONCRETE POST
 TP0419_STAMPING: 193 18 1928
 TP0419_MARK LOGO: BPR   
 TP0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0419+STABILITY: SURFACE MOTION
 TP0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP0419+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1986
 TP0419
 TP0419  HISTORY     - Date     Condition        Report By
 TP0419  HISTORY     - 1928     MONUMENTED       BPR
 TP0419  HISTORY     - 1986     GOOD             BPR
 TP0419  HISTORY     - 19860715 GOOD             NGS
 TP0419
 TP0419                          STATION DESCRIPTION
 TP0419
 TP0419'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 TP0419'18.7 MI W FROM REPUBLIC.
 TP0419'IN OKANOGAN COUNTY, ABOUT 18.7 MILES WEST ALONG STATE HIGHWAY 4 FROM
 TP0419'THE POST OFFICE AT REPUBLIC, FERRY COUNTY, ABOUT 170 FEET EAST OF A
 TP0419'T-FENCE LEADING NORTH, 75 FEET WEST OF THE WEST END OF A SMALL THROUGH
 TP0419'CUT, 40 FEET NORTH OF THE HIGHWAY, AND 2 FEET NORTH OF THE
 TP0419'RIGHT-OF-WAY FENCE.  A BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED
 TP0419'193 18 1928 AND SET IN THE TOP OF A CONCRETE POST.
 TP0419
 TP0419                          STATION RECOVERY (1986)
 TP0419
 TP0419'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1986 (DAW)
 TP0419'THE STATION IS LOCATED ABOUT 27.4 KM (17 MI) EAST OF TONASKET,
 TP0419'17.7 KM (11 MI) NORTH OF AENAES, 2.4 KM (1.5 MI) WEST OF WAUCONDA,
 TP0419'IN THE NORTHEAST 1/4 OF SEC 9, T37N R30E AND ON THE NORTH
 TP0419'RIGHT-OF-WAY OF STATE HIGHWAY 20.
 TP0419'
 TP0419'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN WAUCONDA GO
 TP0419'WEST ON STATE HIGHWAY 20 FOR 2.4 KM (1.5 MI) TO THE STATION ON THE
 TP0419'RIGHT AT THE TOE OF THE FILL.
 TP0419'
 TP0419'THE STATION MARK IS A STANDARD BUREAU OF PUBLIC ROADS DISK STAMPED---
 TP0419'---193 18 1928---SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 TP0419'30 CM (12 INCHES) IN DIAMETER AND PROJECTS 20 CM (8 INCHES) ABOVE
 TP0419'THE GROUND SURFACE.  IT IS 12.2 M (40 FT) NORTH OF THE CENTER OF
 TP0419'STATE HIGHWAY 20, 1.5 M (5 FT) SOUTH OF THE RIGHT-OF-WAY FENCE AND
 TP0419'0.6 M (2 FT) WEST OF A WITNESS POST.
 TP0419'
 TP0419'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TP0419'
 TP0419'DESCRIBED BY DA WEGENAST.
 TP0419
 TP0419                          STATION RECOVERY (1986)
 TP0419
 TP0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 TP0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0421 ***********************************************************************
 TP0421  DESIGNATION -  193 27
 TP0421  PID         -  TP0421
 TP0421  STATE/COUNTY-  WA/OKANOGAN
 TP0421  USGS QUAD   -  MT ANNIE (1988)
 TP0421
 TP0421                         *CURRENT SURVEY CONTROL
 TP0421  ___________________________________________________________________
 TP0421* NAD 83(1986)-  48 43 44.     (N)    119 00 30.     (W)     SCALED    
 TP0421* NAVD 88     -      1101.21   (+/-2cm)    3612.9    (feet)  VERTCON   
 TP0421  ___________________________________________________________________
 TP0421  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 TP0421
 TP0421  VERT ORDER  -  ? (See Below)
 TP0421
 TP0421.The horizontal coordinates were scaled from a topographic map and have
 TP0421.an estimated accuracy of +/- 6 seconds.
 TP0421
 TP0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0421.The vertical order pertains to the NGVD 29 superseded value.
 TP0421
 TP0421.The geoid height was determined by GEOID03.
 TP0421
 TP0421;                    North         East    Units  Estimated Accuracy
 TP0421;SPC WA N     -   193,820.      634,250.      MT  (+/- 180 meters Scaled)
 TP0421
 TP0421                          SUPERSEDED SURVEY CONTROL
 TP0421
 TP0421  NGVD 29 (??/??/92) 1099.856  (m)         3608.44   (f) ADJ UNCH    ?  
 TP0421
 TP0421.Superseded values are not recommended for survey control.
 TP0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0421.See file dsdata.txt to determine how the superseded data were derived.
 TP0421
 TP0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP523992(NAD 83)
 TP0421_MARKER: DD = SURVEY DISK
 TP0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0421_STAMPING: 193 27 1928
 TP0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0421+STABILITY: SURFACE MOTION
 TP0421
 TP0421  HISTORY     - Date     Condition        Report By
 TP0421  HISTORY     - 1928     MONUMENTED       BPR
 TP0421  HISTORY     - 19850530 MARK NOT FOUND   USGS
 TP0421
 TP0421                          STATION DESCRIPTION
 TP0421
 TP0421'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 TP0421'16.9 MI W FROM REPUBLIC.
 TP0421'IN OKANOGAN COUNTY, ABOUT 16.9 MILES WEST ALONG STATE HIGHWAY 4 FROM
 TP0421'THE POST OFFICE AT REPUBLIC, FERRY COUNTY, 60 FEET SOUTHEAST OF A
 TP0421'LARGE 4-FOOT PINE TREE, 30 FEET SOUTH OF THE HIGHWAY, AND 10 FEET
 TP0421'NORTH OF A 2-WIRE POLE.  A BUREAU OF PUBLIC ROADS STANDARD DISK,
 TP0421'STAMPED 193 27 1928 AND SET IN THE TOP OF A CONCRETE POST.
 TP0421
 TP0421                          STATION RECOVERY (1985)
 TP0421
 TP0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 TP0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0312 ***********************************************************************
 TP0312  DESIGNATION -  193 58
 TP0312  PID         -  TP0312
 TP0312  STATE/COUNTY-  WA/OKANOGAN
 TP0312  USGS QUAD   -  WAUCONDA SUMMIT (1988)
 TP0312
 TP0312                         *CURRENT SURVEY CONTROL
 TP0312  ___________________________________________________________________
 TP0312* NAD 83(1986)-  48 43 34.     (N)    118 59 08.     (W)     SCALED    
 TP0312* NAVD 88     -      1275.36   (+/-2cm)    4184.2    (feet)  VERTCON   
 TP0312  ___________________________________________________________________
 TP0312  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 TP0312
 TP0312  VERT ORDER  -  ? (See Below)
 TP0312
 TP0312.The horizontal coordinates were scaled from a topographic map and have
 TP0312.an estimated accuracy of +/- 6 seconds.
 TP0312
 TP0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0312.The vertical order pertains to the NGVD 29 superseded value.
 TP0312
 TP0312.The geoid height was determined by GEOID03.
 TP0312
 TP0312;                    North         East    Units  Estimated Accuracy
 TP0312;SPC WA N     -   193,550.      635,930.      MT  (+/- 180 meters Scaled)
 TP0312
 TP0312                          SUPERSEDED SURVEY CONTROL
 TP0312
 TP0312  NGVD 29 (??/??/92) 1273.999  (m)         4179.78   (f) ADJ UNCH    ?  
 TP0312
 TP0312.Superseded values are not recommended for survey control.
 TP0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0312.See file dsdata.txt to determine how the superseded data were derived.
 TP0312
 TP0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP539989(NAD 83)
 TP0312_MARKER: DD = SURVEY DISK
 TP0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0312_SP_SET: CONCRETE POST
 TP0312_STAMPING: 193 58
 TP0312_MARK LOGO: BPR   
 TP0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0312+STABILITY: SURFACE MOTION
 TP0312
 TP0312  HISTORY     - Date     Condition        Report By
 TP0312  HISTORY     - UNK      MONUMENTED       BPR
 TP0312  HISTORY     - 1940     GOOD             BOR
 TP0312  HISTORY     - 19821125 GOOD             NGS
 TP0312
 TP0312                          STATION DESCRIPTION
 TP0312
 TP0312'DESCRIBED BY US BUREAU OF RECLAMATION 1940
 TP0312'14.3 MI W FROM REPUBLIC.
 TP0312'IN OKANOGAN COUNTY, ABOUT 14.3 MILES WEST ALONG STATE HIGHWAY 4 FROM
 TP0312'THE POST OFFICE AT REPUBLIC, FERRY COUNTY, ABOUT 150 FEET EAST OF A
 TP0312'NORTH SIDE HILL CUT IN THE HIGHWAY, 60 FEET NORTH OF A ROCK OUTCROP ON
 TP0312'THE SOUTH SIDE OF THE HIGHWAY, 40 FEET NORTH OF THE HIGHWAY, 6 FEET
 TP0312'NORTH OF TWO DEAD PINE TREES, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.
 TP0312'A BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 193 58 AND SET IN THE
 TP0312'TOP OF A CONCRETE POST.
 TP0312
 TP0312                          STATION RECOVERY (1982)
 TP0312
 TP0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0312'23.01 KM (14.30 MI) WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 TP0312'IN REPUBLIC TO A DEEP CUT AND THE MARK JUST EAST OF THE CUT 12.2 M
 TP0312'(40.0 FT) NORTH OF THE CENTER OF THE HIGHWAY, 3.6 M (11.8 FT)
 TP0312'NORTHWEST OF A SMALL CREEK.  MARK WAS RECOVERED IN FAIR CONDITION, BUT
 TP0312'FROST MAY HAVE CHANGED THE ELEVATION SINCE 1940.  USE THIS MARK WITH
 TP0312'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1420 ***********************************************************************
 TP1420  DESIGNATION -  193 58 RESET
 TP1420  PID         -  TP1420
 TP1420  STATE/COUNTY-  WA/OKANOGAN
 TP1420  USGS QUAD   -  WAUCONDA SUMMIT (1988)
 TP1420
 TP1420                         *CURRENT SURVEY CONTROL
 TP1420  ___________________________________________________________________
 TP1420* NAD 83(1986)-  48 43 34.     (N)    118 59 08.     (W)     SCALED    
 TP1420* NAVD 88     -      1277.92   (+/-2cm)    4192.6    (feet)  VERTCON   
 TP1420  ___________________________________________________________________
 TP1420  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 TP1420
 TP1420  VERT ORDER  -  THIRD (See Below)
 TP1420
 TP1420.The horizontal coordinates were scaled from a topographic map and have
 TP1420.an estimated accuracy of +/- 6 seconds.
 TP1420
 TP1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1420.The vertical order pertains to the NGVD 29 superseded value.
 TP1420
 TP1420.The geoid height was determined by GEOID03.
 TP1420
 TP1420;                    North         East    Units  Estimated Accuracy
 TP1420;SPC WA N     -   193,550.      635,930.      MT  (+/- 180 meters Scaled)
 TP1420
 TP1420                          SUPERSEDED SURVEY CONTROL
 TP1420
 TP1420  NGVD 29 (12/17/02) 1276.56   (m)         4188.2    (f) RESET       3  
 TP1420
 TP1420.Superseded values are not recommended for survey control.
 TP1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1420.See file dsdata.txt to determine how the superseded data were derived.
 TP1420
 TP1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP539989(NAD 83)
 TP1420_MARKER: DB = BENCH MARK DISK
 TP1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1420_SP_SET: CONCRETE POST
 TP1420_STAMPING: 193 58 RESET 1982
 TP1420_MARK LOGO: NGS   
 TP1420_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1420+STABILITY: SURFACE MOTION
 TP1420
 TP1420  HISTORY     - Date     Condition        Report By
 TP1420  HISTORY     - 1982     MONUMENTED       NGS
 TP1420
 TP1420                          STATION DESCRIPTION
 TP1420
 TP1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TP1420'23.01 KM (14.30 MI) WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 TP1420'IN REPUBLIC TO THE MARK, 0.6 M (2.0 FT) SOUTH OF THE NORTH
 TP1420'RIGHT-OF-WAY LINE OF THE NEW ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0109 ***********************************************************************
 SW0109  DESIGNATION -  1937 T
 SW0109  PID         -  SW0109
 SW0109  STATE/COUNTY-  WA/ADAMS
 SW0109  USGS QUAD   -  KARAKUL HILLS (1982)
 SW0109
 SW0109                         *CURRENT SURVEY CONTROL
 SW0109  ___________________________________________________________________
 SW0109* NAD 83(1986)-  47 14 29.     (N)    118 09 07.     (W)     SCALED    
 SW0109* NAVD 88     -       591.143  (meters)    1939.44   (feet)  ADJUSTED  
 SW0109  ___________________________________________________________________
 SW0109  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 SW0109  DYNAMIC HT  -         591.165 (meters)    1939.51  (feet)  COMP
 SW0109  MODELED GRAV-     980,632.1   (mgal)                       NAVD 88
 SW0109
 SW0109  VERT ORDER  -  FIRST     CLASS II
 SW0109
 SW0109.The horizontal coordinates were scaled from a topographic map and have
 SW0109.an estimated accuracy of +/- 6 seconds.
 SW0109
 SW0109.The orthometric height was determined by differential leveling
 SW0109.and adjusted by the National Geodetic Survey in June 1991..
 SW0109
 SW0109.The geoid height was determined by GEOID03.
 SW0109
 SW0109.The dynamic height is computed by dividing the NAVD 88
 SW0109.geopotential number by the normal gravity value computed on the
 SW0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0109.degrees latitude (g = 980.6199 gals.).
 SW0109
 SW0109.The modeled gravity was interpolated from observed gravity values.
 SW0109
 SW0109;                    North         East    Units  Estimated Accuracy
 SW0109;SPC WA S     -   214,730.      677,750.      MT  (+/- 180 meters Scaled)
 SW0109
 SW0109                          SUPERSEDED SURVEY CONTROL
 SW0109
 SW0109  NGVD 29 (??/??/92)  589.987  (m)         1935.65   (f) ADJ UNCH    1 2
 SW0109
 SW0109.Superseded values are not recommended for survey control.
 SW0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0109.See file dsdata.txt to determine how the superseded data were derived.
 SW0109
 SW0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN128326(NAD 83)
 SW0109_MARKER: DD = SURVEY DISK
 SW0109_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0109_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0109_STAMPING: 1937 T
 SW0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0109
 SW0109  HISTORY     - Date     Condition        Report By
 SW0109  HISTORY     - UNK      MONUMENTED       USGS
 SW0109  HISTORY     - 1944     GOOD             NGS
 SW0109  HISTORY     - 1956     GOOD             NGS
 SW0109
 SW0109                          STATION DESCRIPTION
 SW0109
 SW0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SW0109'IN KEYSTONE.
 SW0109'ALONG THE NORTHERN PACIFIC RAILWAY, AT KEYSTONE, DIRECTLY ACROSS THE
 SW0109'TRACK FROM THE STATION SIGN POST, 60 FEET NORTHWEST OF THE NORTHWEST
 SW0109'RAIL OF THE MAIN TRACK, 3 FEET ABOVE THE MAIN TRACK, A U.S.G.S. BRONZE
 SW0109'DISK ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 SW0109
 SW0109                          STATION RECOVERY (1956)
 SW0109
 SW0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SW0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0117 ***********************************************************************
 SW0117  DESIGNATION -  1944 T
 SW0117  PID         -  SW0117
 SW0117  STATE/COUNTY-  WA/ADAMS
 SW0117  USGS QUAD   -  RITZVILLE NE (1967)
 SW0117
 SW0117                         *CURRENT SURVEY CONTROL
 SW0117  ___________________________________________________________________
 SW0117* NAD 83(1986)-  47 12 35.     (N)    118 16 14.     (W)     SCALED    
 SW0117* NAVD 88     -       593.206  (meters)    1946.21   (feet)  ADJUSTED  
 SW0117  ___________________________________________________________________
 SW0117  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 SW0117  DYNAMIC HT  -         593.229 (meters)    1946.29  (feet)  COMP
 SW0117  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 SW0117
 SW0117  VERT ORDER  -  FIRST     CLASS II
 SW0117
 SW0117.The horizontal coordinates were scaled from a topographic map and have
 SW0117.an estimated accuracy of +/- 6 seconds.
 SW0117
 SW0117.The orthometric height was determined by differential leveling
 SW0117.and adjusted by the National Geodetic Survey in June 1991..
 SW0117
 SW0117.The geoid height was determined by GEOID03.
 SW0117
 SW0117.The dynamic height is computed by dividing the NAVD 88
 SW0117.geopotential number by the normal gravity value computed on the
 SW0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0117.degrees latitude (g = 980.6199 gals.).
 SW0117
 SW0117.The modeled gravity was interpolated from observed gravity values.
 SW0117
 SW0117;                    North         East    Units  Estimated Accuracy
 SW0117;SPC WA S     -   210,950.      668,870.      MT  (+/- 180 meters Scaled)
 SW0117
 SW0117                          SUPERSEDED SURVEY CONTROL
 SW0117
 SW0117  NGVD 29 (??/??/92)  592.051  (m)         1942.42   (f) ADJ UNCH    1 2
 SW0117
 SW0117.Superseded values are not recommended for survey control.
 SW0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0117.See file dsdata.txt to determine how the superseded data were derived.
 SW0117
 SW0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN037292(NAD 83)
 SW0117_MARKER: P = PIPE CAP
 SW0117_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0117_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0117_STAMPING: 1944 T
 SW0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0117
 SW0117  HISTORY     - Date     Condition        Report By
 SW0117  HISTORY     - UNK      MONUMENTED       USGS
 SW0117  HISTORY     - 1944     GOOD             NGS
 SW0117  HISTORY     - 1967     MARK NOT FOUND   USGS
 SW0117
 SW0117                          STATION DESCRIPTION
 SW0117
 SW0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SW0117'7.9 MI NE FROM RITZVILLE.
 SW0117'7.9 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SW0117'STATION AT RITZVILLE, AT TOKIO, DIRECTLY ACROSS THE TRACK FROM THE
 SW0117'RITZVILLE MILLING COMPANY ELEVATOR, 0.3 MILE SOUTHWEST OF THE TOKIO
 SW0117'STATION SIGN POST, 120 FEET NORTHWEST OF THE MAIN TRACK.  A U.S.G.S.
 SW0117'BRONZE CAP ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 SW0117
 SW0117                          STATION RECOVERY (1967)
 SW0117
 SW0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SW0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0165 ***********************************************************************
 SC0165  DESIGNATION -  19.503
 SC0165  PID         -  SC0165
 SC0165  STATE/COUNTY-  WA/COWLITZ
 SC0165  USGS QUAD   -  KELSO (1990)
 SC0165
 SC0165                         *CURRENT SURVEY CONTROL
 SC0165  ___________________________________________________________________
 SC0165* NAD 83(1986)-  46 08 17.     (N)    122 56 01.     (W)     SCALED    
 SC0165* NAVD 88     -         6.771  (meters)      22.21   (feet)  ADJUSTED  
 SC0165  ___________________________________________________________________
 SC0165  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SC0165  DYNAMIC HT  -           6.772 (meters)      22.22  (feet)  COMP
 SC0165  MODELED GRAV-     980,707.7   (mgal)                       NAVD 88
 SC0165
 SC0165  VERT ORDER  -  FIRST     CLASS II
 SC0165
 SC0165.The horizontal coordinates were scaled from a topographic map and have
 SC0165.an estimated accuracy of +/- 6 seconds.
 SC0165
 SC0165.The orthometric height was determined by differential leveling
 SC0165.and adjusted by the National Geodetic Survey in June 1991..
 SC0165
 SC0165.The geoid height was determined by GEOID03.
 SC0165
 SC0165.The dynamic height is computed by dividing the NAVD 88
 SC0165.geopotential number by the normal gravity value computed on the
 SC0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0165.degrees latitude (g = 980.6199 gals.).
 SC0165
 SC0165.The modeled gravity was interpolated from observed gravity values.
 SC0165
 SC0165;                    North         East    Units  Estimated Accuracy
 SC0165;SPC WA S     -    92,350.      311,990.      MT  (+/- 180 meters Scaled)
 SC0165
 SC0165                          SUPERSEDED SURVEY CONTROL
 SC0165
 SC0165  NGVD 29 (??/??/92)    5.782  (m)           18.97   (f) ADJ UNCH    1 2
 SC0165
 SC0165.Superseded values are not recommended for survey control.
 SC0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0165.See file dsdata.txt to determine how the superseded data were derived.
 SC0165
 SC0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES051093(NAD 83)
 SC0165_MARKER: DD = SURVEY DISK
 SC0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0165_SP_SET: CONCRETE POST
 SC0165_STAMPING: ELEV 19.503 CBM
 SC0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0165+STABILITY: SURFACE MOTION
 SC0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0165+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 SC0165
 SC0165  HISTORY     - Date     Condition        Report By
 SC0165  HISTORY     - UNK      MONUMENTED       LOCENG
 SC0165  HISTORY     - 1962     GOOD             NGS
 SC0165  HISTORY     - 1987     GOOD             NGS
 SC0165  HISTORY     - 1989     GOOD             USPSQD
 SC0165  HISTORY     - 20040504 GOOD             USPSQD
 SC0165  HISTORY     - 20060801 GOOD             USPSQD
 SC0165
 SC0165                          STATION DESCRIPTION
 SC0165
 SC0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0165'IN LONGVIEW.
 SC0165'AT THE CENTER OF THE INTERSECTION OF COMMERCE AVENUE AND BROADWAY,
 SC0165'ENCASED IN AN IRON BOX, AND UNDER A METAL COVER.
 SC0165
 SC0165                          STATION RECOVERY (1987)
 SC0165
 SC0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0165'RECOVERED IN GOOD CONDITION.
 SC0165
 SC0165                          STATION RECOVERY (1989)
 SC0165
 SC0165'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0165'RECOVERED IN GOOD CONDITION.
 SC0165
 SC0165                          STATION RECOVERY (2004)
 SC0165
 SC0165'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC0165'METAL COVER MISSING
 SC0165
 SC0165                          STATION RECOVERY (2006)
 SC0165
 SC0165'RECOVERY NOTE BY US POWER SQUADRON 2006 (CJ)
 SC0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0433 ***********************************************************************
 SX0433  DESIGNATION -  19.6
 SX0433  PID         -  SX0433
 SX0433  STATE/COUNTY-  WA/KITTITAS
 SX0433  USGS QUAD   -  TEANAWAY (1985)
 SX0433
 SX0433                         *CURRENT SURVEY CONTROL
 SX0433  ___________________________________________________________________
 SX0433* NAD 83(1991)-  47 10 44.79731(N)    120 52 18.06913(W)     ADJUSTED  
 SX0433* NAVD 88     -       564.915  (meters)    1853.39   (feet)  ADJUSTED  
 SX0433  ___________________________________________________________________
 SX0433  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 SX0433  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 SX0433  DYNAMIC HT  -         564.924 (meters)    1853.42  (feet)  COMP
 SX0433  MODELED GRAV-     980,612.1   (mgal)                       NAVD 88
 SX0433
 SX0433  HORZ ORDER  -  SECOND
 SX0433  VERT ORDER  -  FIRST     CLASS II
 SX0433
 SX0433.The horizontal coordinates were established by classical geodetic methods
 SX0433.and adjusted by the National Geodetic Survey in December 1991..
 SX0433
 SX0433.The orthometric height was determined by differential leveling
 SX0433.and adjusted by the National Geodetic Survey in June 1991..
 SX0433
 SX0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0433
 SX0433.The geoid height was determined by GEOID03.
 SX0433
 SX0433.The dynamic height is computed by dividing the NAVD 88
 SX0433.geopotential number by the normal gravity value computed on the
 SX0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0433.degrees latitude (g = 980.6199 gals.).
 SX0433
 SX0433.The modeled gravity was interpolated from observed gravity values.
 SX0433
 SX0433;                    North         East     Units Scale Factor Converg.
 SX0433;SPC WA S     -   205,230.792   471,826.664   MT  0.99996837   -0 16 12.0
 SX0433;SPC WA S     -   673,328.02  1,547,984.65   sFT  0.99996837   -0 16 12.0
 SX0433;UTM  10      - 5,227,265.668   661,262.011   MT  0.99991961   +1 33 41.1
 SX0433
 SX0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0433!SPC WA S     -   0.99991449  x   0.99996837  =   0.99988286
 SX0433!UTM  10      -   0.99991449  x   0.99991961  =   0.99983410
 SX0433
 SX0433                          SUPERSEDED SURVEY CONTROL
 SX0433
 SX0433  NAD 83(1986)-  47 10 44.80169(N)    120 52 18.05420(W) AD(       ) 2
 SX0433  NAD 27      -  47 10 45.36500(N)    120 52 13.76680(W) AD(       ) 2
 SX0433  NGVD 29 (??/??/92)  563.775  (m)         1849.65   (f) ADJ UNCH    1 2
 SX0433
 SX0433.Superseded values are not recommended for survey control.
 SX0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0433.See file dsdata.txt to determine how the superseded data were derived.
 SX0433
 SX0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6126227266(NAD 83)
 SX0433_MARKER: DD = SURVEY DISK
 SX0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0433_STAMPING: BM 19.6
 SX0433_MARK LOGO: WAHC  
 SX0433_PROJECTION: PROJECTING 10 CENTIMETERS
 SX0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0433+STABILITY: SURFACE MOTION
 SX0433
 SX0433  HISTORY     - Date     Condition        Report By
 SX0433  HISTORY     - 1958     MONUMENTED       WAHC
 SX0433  HISTORY     - 1958     GOOD             NGS
 SX0433  HISTORY     - 1982     GOOD             NGS
 SX0433  HISTORY     - 1982     GOOD             NGS
 SX0433  HISTORY     - 1987     GOOD             USPSQD
 SX0433
 SX0433                          STATION DESCRIPTION
 SX0433
 SX0433'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1958
 SX0433'SEE STATION PACIFIC
 SX0433
 SX0433                          STATION RECOVERY (1958)
 SX0433
 SX0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 SX0433'3.4 MI E FROM CLE ELUM.
 SX0433'3.4 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE INTERSECTION 1 BLOCK
 SX0433'SOUTH OF THE POST OFFICE IN CLE ELUM, 104 FEET WEST OF A POWERLINE
 SX0433'POLE, 44 FEET SOUTH OF THE CENTER OF THE HIGHWAY, SET IN THE TOP OF A
 SX0433'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 SX0433
 SX0433                          STATION RECOVERY (1982)
 SX0433
 SX0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0433'5.0 KM (3.1 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE IN
 SX0433'CLE ELUM, AT THE EAST END OF A SMALL GROVE OF BIRCH TREES, 0.3 KM (0.2
 SX0433'MI) EAST OF RAILROAD SEMIPHORE 217, 0.3 KM (0.2 MI) WEST OF HIGHWAY
 SX0433'MILEPOST 2, 19 METERS (62 FT) NORTH OF A LONE PONDEROSA PINE WITH A
 SX0433'SPLIT TRUNK, 14 METERS (46 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 SX0433'37 METERS (121 FT) NORTH OF THE NORTH RAIL, 12.0 METERS (39 FT) NORTH
 SX0433'OF THE CENTERLINE OF A TRACK ROAD, 1.5 METERS (4.5 FT) NORTH OF A
 SX0433'POINT DIRECTLY UNDER A POWER LINE, 36.0 METERS (118 FT) NORTHEAST OF
 SX0433'THE STATION.
 SX0433'THE MARK IS 38.0 METERS  NE FROM A WITNESS POST.
 SX0433'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SX0433
 SX0433                          STATION RECOVERY (1982)
 SX0433
 SX0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0433'RECOVERED IN GOOD CONDITION.
 SX0433
 SX0433                          STATION RECOVERY (1987)
 SX0433
 SX0433'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SX0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0659 ***********************************************************************
 RZ0659  DESIGNATION -  1965 S
 RZ0659  PID         -  RZ0659
 RZ0659  STATE/COUNTY-  WA/WHITMAN
 RZ0659  USGS QUAD   -  COLFAX NORTH (1964)
 RZ0659
 RZ0659                         *CURRENT SURVEY CONTROL
 RZ0659  ___________________________________________________________________
 RZ0659* NAD 83(1986)-  46 53 02.     (N)    117 21 51.     (W)     SCALED    
 RZ0659* NAVD 88     -       599.051  (meters)    1965.39   (feet)  ADJUSTED  
 RZ0659  ___________________________________________________________________
 RZ0659  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 RZ0659  DYNAMIC HT  -         599.032 (meters)    1965.32  (feet)  COMP
 RZ0659  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 RZ0659
 RZ0659  VERT ORDER  -  SECOND    CLASS 0
 RZ0659
 RZ0659.The horizontal coordinates were scaled from a topographic map and have
 RZ0659.an estimated accuracy of +/- 6 seconds.
 RZ0659
 RZ0659.The orthometric height was determined by differential leveling
 RZ0659.and adjusted by the National Geodetic Survey in June 1991..
 RZ0659
 RZ0659.The geoid height was determined by GEOID03.
 RZ0659
 RZ0659.The dynamic height is computed by dividing the NAVD 88
 RZ0659.geopotential number by the normal gravity value computed on the
 RZ0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0659.degrees latitude (g = 980.6199 gals.).
 RZ0659
 RZ0659.The modeled gravity was interpolated from observed gravity values.
 RZ0659
 RZ0659;                    North         East    Units  Estimated Accuracy
 RZ0659;SPC WA S     -   177,100.      738,940.      MT  (+/- 180 meters Scaled)
 RZ0659
 RZ0659                          SUPERSEDED SURVEY CONTROL
 RZ0659
 RZ0659  NGVD 29 (??/??/92)  597.999  (m)         1961.94   (f) ADJ UNCH    2 0
 RZ0659
 RZ0659.Superseded values are not recommended for survey control.
 RZ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0659.See file dsdata.txt to determine how the superseded data were derived.
 RZ0659
 RZ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM722923(NAD 83)
 RZ0659_MARKER: DD = SURVEY DISK
 RZ0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0659_SP_SET: TILE
 RZ0659_STAMPING: U.S.G.S. 1965 S
 RZ0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0659
 RZ0659  HISTORY     - Date     Condition        Report By
 RZ0659  HISTORY     - UNK      MONUMENTED       USGS
 RZ0659  HISTORY     - 1937     GOOD             NGS
 RZ0659  HISTORY     - 1965     GOOD             NGS
 RZ0659
 RZ0659                          STATION DESCRIPTION
 RZ0659
 RZ0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RZ0659'IN COLFAX.
 RZ0659'IN THE SOUTHWEST CORNER OF THE COURT HOUSE LAWN, 3.7 FEET NORTH OF THE
 RZ0659'SIDEWALK ON ISLAND ST, 31.3 EAST OF THE SIDEWALK ON MAIN ST, 14 INCHES
 RZ0659'BELOW THE SURFACE OF THE GROUND, THE DISC REACHED THROUGH A CONCRETE
 RZ0659'TILE.
 RZ0659
 RZ0659                          STATION RECOVERY (1965)
 RZ0659
 RZ0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 RZ0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0733 ***********************************************************************
 SA0733  DESIGNATION -  1981
 SA0733  PID         -  SA0733
 SA0733  STATE/COUNTY-  WA/GRANT
 SA0733  USGS QUAD   -  CORFU (1986)
 SA0733
 SA0733                         *CURRENT SURVEY CONTROL
 SA0733  ___________________________________________________________________
 SA0733* NAD 83(1986)-  46 47 51.     (N)    119 29 16.     (W)     SCALED    
 SA0733* NAVD 88     -       604.789  (meters)    1984.21   (feet)  ADJUSTED  
 SA0733  ___________________________________________________________________
 SA0733  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SA0733  DYNAMIC HT  -         604.845 (meters)    1984.40  (feet)  COMP
 SA0733  MODELED GRAV-     980,685.1   (mgal)                       NAVD 88
 SA0733
 SA0733  VERT ORDER  -  SECOND    CLASS 0
 SA0733
 SA0733.The horizontal coordinates were scaled from a topographic map and have
 SA0733.an estimated accuracy of +/- 6 seconds.
 SA0733
 SA0733.The orthometric height was determined by differential leveling
 SA0733.and adjusted by the National Geodetic Survey in June 1991..
 SA0733
 SA0733.The geoid height was determined by GEOID03.
 SA0733
 SA0733.The dynamic height is computed by dividing the NAVD 88
 SA0733.geopotential number by the normal gravity value computed on the
 SA0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0733.degrees latitude (g = 980.6199 gals.).
 SA0733
 SA0733.The modeled gravity was interpolated from observed gravity values.
 SA0733
 SA0733;                    North         East    Units  Estimated Accuracy
 SA0733;SPC WA S     -   163,240.      577,270.      MT  (+/- 180 meters Scaled)
 SA0733
 SA0733                          SUPERSEDED SURVEY CONTROL
 SA0733
 SA0733  NGVD 29 (??/??/92)  603.734  (m)         1980.75   (f) ADJ UNCH    2 0
 SA0733
 SA0733.Superseded values are not recommended for survey control.
 SA0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0733.See file dsdata.txt to determine how the superseded data were derived.
 SA0733
 SA0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM101856(NAD 83)
 SA0733_MARKER: P = PIPE CAP
 SA0733_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0733_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0733_STAMPING: 1981 WASH 1916
 SA0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0733
 SA0733  HISTORY     - Date     Condition        Report By
 SA0733  HISTORY     - 1916     MONUMENTED       USGS
 SA0733  HISTORY     - 1967     GOOD             NGS
 SA0733
 SA0733                          STATION DESCRIPTION
 SA0733
 SA0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA0733'3.1 MI SW FROM CORFU.
 SA0733'REACHED FROM THE RAILROAD CROSSING IN CORFU (BM 750 (USGS)) BY
 SA0733'FOLLOWING THE WINDING ROAD SOUTHERLY UP THE MOUNTAIN FOR 2.8 MILES TO
 SA0733'A FORK, KEEP RIGHT 0.25 MILE TO A REVERSE Y, CONTINUE WESTERLY 0.65
 SA0733'MILE TO A FORK IN A SADDLE AND THE MARK 14 YARDS SOUTH OF THE FORK, AT
 SA0733'THE SOUTHEASTERN SIDE OF A FLAT AREA.  THERE IS A SMALL PEAK ABOUT 75
 SA0733'YARDS SOUTH OF THE MARK AND ANOTHER PEAK 150 YARDS TO THE WEST. THE
 SA0733'MARK IS A U. S. GEOLOGICAL SURVEY CAP ON A PIPE PROJECTING 14 INCHES.
 SA0733'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.  MARK IS ABOUT
 SA0733'0.2 MILE NORTH OF THE SOUTH SIDE OF SECTION 7, T15N, R27E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0297 ***********************************************************************
 SY0297  DESIGNATION -  19.92
 SY0297  PID         -  SY0297
 SY0297  STATE/COUNTY-  WA/KING
 SY0297  USGS QUAD   -  
 SY0297
 SY0297                         *CURRENT SURVEY CONTROL
 SY0297  ___________________________________________________________________
 SY0297* NAD 83(1986)-  47 37 59.     (N)    122 22 41.     (W)     SCALED    
 SY0297* NAVD 88     -         5.178  (meters)      16.99   (feet)  ADJUSTED  
 SY0297  ___________________________________________________________________
 SY0297  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY0297  DYNAMIC HT  -           5.179 (meters)      16.99  (feet)  COMP
 SY0297  MODELED GRAV-     980,718.4   (mgal)                       NAVD 88
 SY0297
 SY0297  VERT ORDER  -  FIRST     CLASS II
 SY0297
 SY0297.The horizontal coordinates were scaled from a topographic map and have
 SY0297.an estimated accuracy of +/- 6 seconds.
 SY0297
 SY0297.The orthometric height was determined by differential leveling
 SY0297.and adjusted by the National Geodetic Survey in June 1991..
 SY0297
 SY0297.The geoid height was determined by GEOID03.
 SY0297
 SY0297.The dynamic height is computed by dividing the NAVD 88
 SY0297.geopotential number by the normal gravity value computed on the
 SY0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0297.degrees latitude (g = 980.6199 gals.).
 SY0297
 SY0297.The modeled gravity was interpolated from observed gravity values.
 SY0297
 SY0297;                    North         East    Units  Estimated Accuracy
 SY0297;SPC WA N     -    71,550.      383,920.      MT  (+/- 180 meters Scaled)
 SY0297
 SY0297                          SUPERSEDED SURVEY CONTROL
 SY0297
 SY0297  NGVD 29 (??/??/??)    4.092  (m)           13.43   (f) ADJUSTED    1 2
 SY0297
 SY0297.Superseded values are not recommended for survey control.
 SY0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0297.See file dsdata.txt to determine how the superseded data were derived.
 SY0297
 SY0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET467757(NAD 83)
 SY0297_MARKER: DB = BENCH MARK DISK
 SY0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0297_SP_SET: BASE
 SY0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0297
 SY0297  HISTORY     - Date     Condition        Report By
 SY0297  HISTORY     - UNK      MONUMENTED       RBNF
 SY0297  HISTORY     - 1965     GOOD             CGS
 SY0297  HISTORY     - 1973     MARK NOT FOUND   NGS
 SY0297  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY0297
 SY0297                          STATION DESCRIPTION
 SY0297
 SY0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0297'IN SEATTLE.
 SY0297'AT SEATTLE, 2.7 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM
 SY0297'A DRAWBRIDGE OVER SALMON BAY WATERWAY, AT WEST GARFIELD STREET BRIDGE
 SY0297'OVER THE RAILROAD YARDS, THE TOP OF AN ANCHOR BOLT AT THE NORTH CORNER
 SY0297'OF THE CONCRETE BASE FOR STEEL PIER OF BRIDGE, 45 FEET NORTHWEST OF
 SY0297'THE SOUTHEASTERN-MOST STEEL PIER FOR BRIDGE, 45 FEET NORTHWEST OF
 SY0297'BENCH MARK 23 A 2 (WASH. GEOD.S.), 6.0 FEET SOUTHWEST OF THE SOUTHWEST
 SY0297'RAIL, 15.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND
 SY0297'ABOUT LEVEL WITH THE TRACKS.
 SY0297
 SY0297                          STATION RECOVERY (1973)
 SY0297
 SY0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0297'MARK NOT FOUND.
 SY0297
 SY0297                          STATION RECOVERY (2002)
 SY0297
 SY0297'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0677 ***********************************************************************
 SV0677  DESIGNATION -  1993.420
 SV0677  PID         -  SV0677
 SV0677  STATE/COUNTY-  WA/SPOKANE
 SV0677  USGS QUAD   -  SPOKANE NE (1986)
 SV0677
 SV0677                         *CURRENT SURVEY CONTROL
 SV0677  ___________________________________________________________________
 SV0677* NAD 83(1986)-  47 40 49.     (N)    117 19 11.     (W)     SCALED    
 SV0677* NAVD 88     -       603.597  (meters)    1980.30   (feet)  ADJUSTED  
 SV0677  ___________________________________________________________________
 SV0677  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SV0677  DYNAMIC HT  -         603.637 (meters)    1980.43  (feet)  COMP
 SV0677  MODELED GRAV-     980,658.6   (mgal)                       NAVD 88
 SV0677
 SV0677  VERT ORDER  -  FIRST     CLASS II
 SV0677
 SV0677.The horizontal coordinates were scaled from a topographic map and have
 SV0677.an estimated accuracy of +/- 6 seconds.
 SV0677
 SV0677.The orthometric height was determined by differential leveling
 SV0677.and adjusted by the National Geodetic Survey in June 1991..
 SV0677
 SV0677.The geoid height was determined by GEOID03.
 SV0677
 SV0677.The dynamic height is computed by dividing the NAVD 88
 SV0677.geopotential number by the normal gravity value computed on the
 SV0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0677.degrees latitude (g = 980.6199 gals.).
 SV0677
 SV0677.The modeled gravity was interpolated from observed gravity values.
 SV0677
 SV0677;                    North         East    Units  Estimated Accuracy
 SV0677;SPC WA N     -    81,660.      763,720.      MT  (+/- 180 meters Scaled)
 SV0677
 SV0677                          SUPERSEDED SURVEY CONTROL
 SV0677
 SV0677  NGVD 29 (??/??/92)  602.444  (m)         1976.52   (f) ADJ UNCH    1 2
 SV0677
 SV0677.Superseded values are not recommended for survey control.
 SV0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0677.See file dsdata.txt to determine how the superseded data were derived.
 SV0677
 SV0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN760808(NAD 83)
 SV0677_MARKER: DD = SURVEY DISK
 SV0677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0677_SP_SET: PARAPET WALL
 SV0677_STAMPING: 1993.420
 SV0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0677
 SV0677  HISTORY     - Date     Condition        Report By
 SV0677  HISTORY     - UNK      MONUMENTED       LOCENG
 SV0677  HISTORY     - 1965     GOOD             NGS
 SV0677  HISTORY     - 1973     GOOD             NGS
 SV0677  HISTORY     - 19960725 MARK NOT FOUND   CHANCE
 SV0677
 SV0677                          STATION DESCRIPTION
 SV0677
 SV0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0677'IN SPOKANE.
 SV0677'AT SPOKANE, SPOKANE COUNTY, AT FELTS FIELD, AT THE ADMINISTRATION
 SV0677'BUILDING, IN THE TOP OF THE SOUTH CONCRETE PARAPET WALL AROUND AN 8-
 SV0677'BY 10-FOOT PENTHOUSE ON THE ROOF, AND 28 FEET EAST OF THE WIND-SPEED
 SV0677'INDICATOR.  A CITY OF SPOKANE STANDARD DISK, STAMPED 1993.420. NOTE--
 SV0677'AN 8 X 10 - FOOT CONCRETE SLAB IN THE CENTER OF THE EAST SIDE OF THE
 SV0677'TOP OF THE ADMINISTRATION BUILDING, 2 FEET EAST OF A 30-INCH HIGH WALL
 SV0677'AND ABOUT 5 FEET ABOVE THE LOWER PORT OF THE ROOF.
 SV0677
 SV0677                          STATION RECOVERY (1973)
 SV0677
 SV0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SV0677'RECOVERED IN GOOD CONDITION.
 SV0677
 SV0677                          STATION RECOVERY (1996)
 SV0677
 SV0677'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SV0677'THE STATION WAS NOT RECOVERED JULY 25, 1996.  THE STATION LOCATION HAS
 SV0677'BEEN COVERED BY NEW RAIN GUTTERS AND TAR.  STATION IS PROBABLY STILL
 SV0677'INTACT BUT IS CURRENTLY NOT ACCESSIBLE.  MONUMENT SEARCH LASTED 0.5
 SV0677'MAN-HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DI0634 ***********************************************************************
 DI0634  SACS        -  This is a Secondary Airport Control Station.
 DI0634  DESIGNATION -  1S5 B
 DI0634  PID         -  DI0634
 DI0634  STATE/COUNTY-  WA/YAKIMA
 DI0634  USGS QUAD   -  GRANDVIEW (1978)
 DI0634
 DI0634                         *CURRENT SURVEY CONTROL
 DI0634  ___________________________________________________________________
 DI0634* NAD 83(1998)-  46 19 34.98352(N)    119 58 38.27534(W)     ADJUSTED  
 DI0634* NAVD 88     -       226.92   (meters)     744.5    (feet)  GPS OBS   
 DI0634  ___________________________________________________________________
 DI0634  X           -  -2,204,632.570 (meters)                     COMP
 DI0634  Y           -  -3,822,032.033 (meters)                     COMP
 DI0634  Z           -   4,590,523.367 (meters)                     COMP
 DI0634  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 DI0634  ELLIP HEIGHT-         205.62  (meters)          (06/13/06) GPS OBS
 DI0634  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 DI0634
 DI0634  HORZ ORDER  -  FIRST
 DI0634  ELLP ORDER  -  FIFTH     CLASS II
 DI0634
 DI0634.This mark is at Sunnyside Municipal Airport (1S5)
 DI0634
 DI0634.The horizontal coordinates were established by GPS observations
 DI0634.and adjusted by the DAVID EVANS + ASSOC in June 2006..
 DI0634.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DI0634.DATUM ITEM on the data sheet items page.
 DI0634
 DI0634.The orthometric height was determined by GPS observations and a
 DI0634.high-resolution geoid model.
 DI0634
 DI0634.GPS derived orthometric heights for airport stations designated as
 DI0634.PACS or SACS are published to 2 decimal places.  This maintains
 DI0634.centimeter relative accuracy between the PACS and SACS.  It does
 DI0634.not indicate centimeter accuracy relative to other marks which are
 DI0634.part of the NAVD 88 network.
 DI0634
 DI0634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0634
 DI0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0634
 DI0634.The ellipsoidal height was determined by GPS observations
 DI0634.and is referenced to NAD 83.
 DI0634
 DI0634.The geoid height was determined by GEOID03.
 DI0634
 DI0634;                    North         East     Units Scale Factor Converg.
 DI0634;SPC WA S     -   110,510.428   540,248.110   MT  0.99992474   +0 22 46.9
 DI0634;SPC WA S     -   362,566.30  1,772,464.01   sFT  0.99992474   +0 22 46.9
 DI0634;UTM  11      - 5,134,620.695   270,824.805   MT  1.00024566   -2 09 15.7
 DI0634;UTM  10      - 5,134,753.164   732,669.876   MT  1.00026550   +2 11 14.1
 DI0634
 DI0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0634!SPC WA S     -   0.99996777  x   0.99992474  =   0.99989251
 DI0634!UTM  11      -   0.99996777  x   1.00024566  =   1.00021342
 DI0634!UTM  10      -   0.99996777  x   1.00026550  =   1.00023326
 DI0634
 DI0634                          SUPERSEDED SURVEY CONTROL
 DI0634
 DI0634.No superseded survey control is available for this station.
 DI0634
 DI0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM7082534621(NAD 83)
 DI0634_MARKER: DH = HORIZONTAL CONTROL DISK
 DI0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0634_STAMPING: 1S5 B 2006
 DI0634_MARK LOGO: NGS   
 DI0634_PROJECTION: FLUSH
 DI0634_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0634+STABILITY: SURFACE MOTION
 DI0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0634+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DI0634
 DI0634  HISTORY     - Date     Condition        Report By
 DI0634  HISTORY     - 20060324 MONUMENTED       EVANS
 DI0634
 DI0634                          STATION DESCRIPTION
 DI0634
 DI0634'DESCRIBED BY DAVID EVANS + ASSOC 2006 (GED)
 DI0634'THE STATION IS LOCATED AT SUNNYSIDE MUNICIPAL AIRPORT.
 DI0634' 
 DI0634'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 241 AND
 DI0634'EDISON ROAD, GO  EASTERLY ALONG EDISON ROAD 0.6 KM (0.35 MI) TO THE
 DI0634'ENTRANCE TO SUNNYSIE MUNICPAL  AIRPORT. TURN LEFT INTO AIROPRT AND GO
 DI0634'NORTH FOR 0.32 KM (0.20 MI) TO THE TAXIWAY. TURN  LEFT ONTO THE
 DI0634'TAXIWAY AND GO 0.48 KM (0.30 MI) TO THE STATION ON THE LEFT.
 DI0634' 
 DI0634'THE STATION IS 76 M (250 FT) SOUTHEASTERLY OF THE SOUTHWEST CORNER OF
 DI0634'THE RUNWAY, 62.8  M (206 FT) SOUTHERLY OF THE SOUTHERLY RUNWAY END
 DI0634'INDICATOR LIGHT (REIL) AND 14.5 M (47.7  FT) SOUTHEASTERLY OF THE
 DI0634'WINDSOCK. THE STATION IS A 3 INCH BRASS DISK SET IN CONCRETE  AND
 DI0634'STAMPED 1S5 B 2006.
 DI0634' 
 DI0634'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DI0631 ***********************************************************************
 DI0631  SACS        -  This is a Secondary Airport Control Station.
 DI0631  DESIGNATION -  1S5 C
 DI0631  PID         -  DI0631
 DI0631  STATE/COUNTY-  WA/YAKIMA
 DI0631  USGS QUAD   -  GRANDVIEW (1978)
 DI0631
 DI0631                         *CURRENT SURVEY CONTROL
 DI0631  ___________________________________________________________________
 DI0631* NAD 83(1998)-  46 19 35.02284(N)    119 57 51.85600(W)     ADJUSTED  
 DI0631* NAVD 88     -       232.86   (meters)     764.0    (feet)  GPS OBS   
 DI0631  ___________________________________________________________________
 DI0631  X           -  -2,203,773.990 (meters)                     COMP
 DI0631  Y           -  -3,822,530.882 (meters)                     COMP
 DI0631  Z           -   4,590,528.509 (meters)                     COMP
 DI0631  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 DI0631  ELLIP HEIGHT-         211.57  (meters)          (06/13/06) GPS OBS
 DI0631  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 DI0631
 DI0631  HORZ ORDER  -  FIRST
 DI0631  ELLP ORDER  -  FIFTH     CLASS II
 DI0631
 DI0631.This mark is at Sunnyside Municipal Airport (1S5)
 DI0631
 DI0631.The horizontal coordinates were established by GPS observations
 DI0631.and adjusted by the DAVID EVANS + ASSOC in June 2006..
 DI0631.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DI0631.DATUM ITEM on the data sheet items page.
 DI0631
 DI0631.The orthometric height was determined by GPS observations and a
 DI0631.high-resolution geoid model.
 DI0631
 DI0631.GPS derived orthometric heights for airport stations designated as
 DI0631.PACS or SACS are published to 2 decimal places.  This maintains
 DI0631.centimeter relative accuracy between the PACS and SACS.  It does
 DI0631.not indicate centimeter accuracy relative to other marks which are
 DI0631.part of the NAVD 88 network.
 DI0631
 DI0631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0631
 DI0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0631
 DI0631.The ellipsoidal height was determined by GPS observations
 DI0631.and is referenced to NAD 83.
 DI0631
 DI0631.The geoid height was determined by GEOID03.
 DI0631
 DI0631;                    North         East     Units Scale Factor Converg.
 DI0631;SPC WA S     -   110,518.303   541,240.948   MT  0.99992474   +0 23 20.6
 DI0631;SPC WA S     -   362,592.13  1,775,721.34   sFT  0.99992474   +0 23 20.6
 DI0631;UTM  11      - 5,134,584.654   271,817.336   MT  1.00024008   -2 08 42.1
 DI0631;UTM  10      - 5,134,792.365   733,662.312   MT  1.00027119   +2 11 47.7
 DI0631
 DI0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0631!SPC WA S     -   0.99996683  x   0.99992474  =   0.99989158
 DI0631!UTM  11      -   0.99996683  x   1.00024008  =   1.00020691
 DI0631!UTM  10      -   0.99996683  x   1.00027119  =   1.00023802
 DI0631
 DI0631                          SUPERSEDED SURVEY CONTROL
 DI0631
 DI0631.No superseded survey control is available for this station.
 DI0631
 DI0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM7181734585(NAD 83)
 DI0631_MARKER: DH = HORIZONTAL CONTROL DISK
 DI0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0631_STAMPING: 1S5 C 2006
 DI0631_MARK LOGO: NGS   
 DI0631_PROJECTION: FLUSH
 DI0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0631+STABILITY: SURFACE MOTION
 DI0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0631+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 DI0631
 DI0631  HISTORY     - Date     Condition        Report By
 DI0631  HISTORY     - 20060324 MONUMENTED       EVANS
 DI0631
 DI0631                          STATION DESCRIPTION
 DI0631
 DI0631'DESCRIBED BY DAVID EVANS + ASSOC 2006 (GED)
 DI0631'THE STATION IS LOCATED AT SUNNYSIDE MUNICIPAL AIRPORT.
 DI0631' 
 DI0631'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 241 AND
 DI0631'EDISON ROAD, GO  EASTERLY ALONG EDISON ROAD 0.6 KM (0.35 MI) TO THE
 DI0631'ENTRANCE TO SUNNYSIE MUNICPAL  AIRPORT. TURN LEFT INTO AIROPRT AND GO
 DI0631'NORTH FOR 0.32 KM (0.20 MI) TO THE TAXIWAY. TURN  RIGHT ONTO THE
 DI0631'TAXIWAY AND GO 0.51 KM (0.32 MI) TO THE STATION ON THE RIGHT.
 DI0631' 
 DI0631'THE STATION IS 64 M (209 FT) SOUTHERLY OF THE SOUTH EDGE OF THE RUNWAY
 DI0631'AND 83 M (270 FT)  SOUTHWESTERLY OF THE SOUTHERLY RUNWAY END INDICATOR
 DI0631'LIGHT (REIL). THE STATION IS A 3  INCH BRASS DISK SET IN CONCRETE AND
 DI0631'STAMPED 1S5 C 2006.
 DI0631' 
 DI0631'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0308 ***********************************************************************
 SC0308  DESIGNATION -  2
 SC0308  PID         -  SC0308
 SC0308  STATE/COUNTY-  WA/WAHKIAKUM
 SC0308  USGS QUAD   -  OAK POINT (1985)
 SC0308
 SC0308                         *CURRENT SURVEY CONTROL
 SC0308  ___________________________________________________________________
 SC0308* NAD 83(1986)-  46 10 09.     (N)    123 14 03.     (W)     SCALED    
 SC0308* NAVD 88     -        11.685  (meters)      38.34   (feet)  ADJUSTED  
 SC0308  ___________________________________________________________________
 SC0308  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 SC0308  DYNAMIC HT  -          11.687 (meters)      38.34  (feet)  COMP
 SC0308  MODELED GRAV-     980,754.8   (mgal)                       NAVD 88
 SC0308
 SC0308  VERT ORDER  -  FIRST     CLASS II
 SC0308
 SC0308.The horizontal coordinates were scaled from a topographic map and have
 SC0308.an estimated accuracy of +/- 6 seconds.
 SC0308
 SC0308.The orthometric height was determined by differential leveling
 SC0308.and adjusted by the National Geodetic Survey in June 1991..
 SC0308
 SC0308.The geoid height was determined by GEOID03.
 SC0308
 SC0308.The dynamic height is computed by dividing the NAVD 88
 SC0308.geopotential number by the normal gravity value computed on the
 SC0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0308.degrees latitude (g = 980.6199 gals.).
 SC0308
 SC0308.The modeled gravity was interpolated from observed gravity values.
 SC0308
 SC0308;                    North         East    Units  Estimated Accuracy
 SC0308;SPC WA S     -    96,560.      288,900.      MT  (+/- 180 meters Scaled)
 SC0308
 SC0308                          SUPERSEDED SURVEY CONTROL
 SC0308
 SC0308  NGVD 29 (??/??/92)   10.750  (m)           35.27   (f) ADJ UNCH    1 2
 SC0308
 SC0308.Superseded values are not recommended for survey control.
 SC0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0308.See file dsdata.txt to determine how the superseded data were derived.
 SC0308
 SC0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS819128(NAD 83)
 SC0308_MARKER: DB = BENCH MARK DISK
 SC0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0308_SP_SET: RETAINING WALL
 SC0308_STAMPING: NO 2 1940
 SC0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0308
 SC0308  HISTORY     - Date     Condition        Report By
 SC0308  HISTORY     - 1940     MONUMENTED       CGS
 SC0308  HISTORY     - 1942     GOOD             NGS
 SC0308
 SC0308                          STATION DESCRIPTION
 SC0308
 SC0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 SC0308'3 MI SW FROM OAK POINT.
 SC0308'A STANDARD DISC, STAMPED NO 2 1940, SET HORIZONTALLY IN THE TOP OF A
 SC0308'RETAINING WALL FOR THE LAWN, NEAR THE SOUTHWEST CORNER OF THE
 SC0308'RESIDENCE OF THE SUPERINTENDENT OF THE CANNERY AT EAGLE CLIFF.  17.4
 SC0308'FEET WEST OF THE S.W. CORNER OF THE RESIDENCE.  38 FEET FROM WEST END
 SC0308'OF WALL AND AT THE TURN OF THE WALL WHERE IT RUNS SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1082 ***********************************************************************
 RC1082  DESIGNATION -  2
 RC1082  PID         -  RC1082
 RC1082  STATE/COUNTY-  WA/KLICKITAT
 RC1082  USGS QUAD   -  QUIGLEY BUTTE (1983)
 RC1082
 RC1082                         *CURRENT SURVEY CONTROL
 RC1082  ___________________________________________________________________
 RC1082* NAD 83(1986)-  45 54 41.     (N)    121 30 02.     (W)     SCALED    
 RC1082* NAVD 88     -       413.277  (meters)    1355.89   (feet)  ADJUSTED  
 RC1082  ___________________________________________________________________
 RC1082  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 RC1082  DYNAMIC HT  -         413.257 (meters)    1355.83  (feet)  COMP
 RC1082  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 RC1082
 RC1082  VERT ORDER  -  SECOND    CLASS 0
 RC1082
 RC1082.The horizontal coordinates were scaled from a topographic map and have
 RC1082.an estimated accuracy of +/- 6 seconds.
 RC1082
 RC1082.The orthometric height was determined by differential leveling
 RC1082.and adjusted by the National Geodetic Survey in June 1991..
 RC1082
 RC1082.The geoid height was determined by GEOID03.
 RC1082
 RC1082.The dynamic height is computed by dividing the NAVD 88
 RC1082.geopotential number by the normal gravity value computed on the
 RC1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1082.degrees latitude (g = 980.6199 gals.).
 RC1082
 RC1082.The modeled gravity was interpolated from observed gravity values.
 RC1082
 RC1082;                    North         East    Units  Estimated Accuracy
 RC1082;SPC WA S     -    64,740.      422,370.      MT  (+/- 180 meters Scaled)
 RC1082
 RC1082                          SUPERSEDED SURVEY CONTROL
 RC1082
 RC1082  NGVD 29 (??/??/92)  412.24   (m)         1352.5    (f) COMPUTED    2 0
 RC1082
 RC1082.Superseded values are not recommended for survey control.
 RC1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1082.See file dsdata.txt to determine how the superseded data were derived.
 RC1082
 RC1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR162852(NAD 83)
 RC1082_MARKER: DD = SURVEY DISK
 RC1082_SETTING: 66 = SET IN ROCK OUTCROP
 RC1082_SP_SET: ROCK OUTCROP
 RC1082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1082+STABILITY: POSITION/ELEVATION WELL
 RC1082
 RC1082  HISTORY     - Date     Condition        Report By
 RC1082  HISTORY     - UNK      MONUMENTED       BPR
 RC1082  HISTORY     - 1968     GOOD             NGS
 RC1082
 RC1082                          STATION DESCRIPTION
 RC1082
 RC1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1082'7.35 MI S FROM TROUT LAKE.
 RC1082'MARK IS 7.3 MILES SOUTH ALONG STATE HIGHWAY 141 FROM MOUNT ADAMS
 RC1082'RANGER STATION AT TROUT LAKE.  IT IS 30 YARDS SOUTH OF THE
 RC1082'INTERSECTION OF CARR ROAD.  80 FEET SOUTH OF THE LARGE LAVA OUTCROP
 RC1082'WHICH HOLDS BM 14 WF.  47 FEET EAST OF AND THREE FEET LOWER THAN THE
 RC1082'CENTER OF THE HIGHWAY.  49 FEET SOUTH-SOUTHEAST OF A POWER POLE.  10
 RC1082'FEET EAST OF THE LINE OF POWER POLES TO THE NORTH AND IN A FLAT,
 RC1082'GRASSY AREA.  IT IS A U.S. DEPARTMENT OF AGRICULTURE, BUREAU OF PUBLIC
 RC1082'ROADS DISK, WITH NO STAMPING, SET IN A 12-INCH SQUARE CONCRETE POST
 RC1082'WHICH PROJECTS THREE INCHES.  A METAL WITNESS POST WAS SET ONE FOOT
 RC1082'EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0107 ***********************************************************************
 RD0107  DESIGNATION -  2
 RD0107  PID         -  RD0107
 RD0107  STATE/COUNTY-  WA/SKAMANIA
 RD0107  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0107
 RD0107                         *CURRENT SURVEY CONTROL
 RD0107  ___________________________________________________________________
 RD0107* NAD 83(1986)-  45 35 19.     (N)    122 08 51.     (W)     SCALED    
 RD0107* NAVD 88     -        18.357  (meters)      60.23   (feet)  POSTED    
 RD0107  ___________________________________________________________________
 RD0107  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 RD0107  DYNAMIC HT  -          18.360 (meters)      60.24  (feet)  COMP
 RD0107  MODELED GRAV-     980,592.0   (mgal)                       NAVD 88
 RD0107
 RD0107  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0107
 RD0107.The horizontal coordinates were scaled from a topographic map and have
 RD0107.an estimated accuracy of +/- 6 seconds.
 RD0107
 RD0107.The orthometric height was determined by differential leveling
 RD0107.and adjusted by the National Geodetic Survey in 1992..
 RD0107.No vertical observational check was made to the station.
 RD0107.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0107.was located on a no-check spur therefore a value was not computed.
 RD0107
 RD0107.The geoid height was determined by GEOID03.
 RD0107
 RD0107.The dynamic height is computed by dividing the NAVD 88
 RD0107.geopotential number by the normal gravity value computed on the
 RD0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0107.degrees latitude (g = 980.6199 gals.).
 RD0107
 RD0107.The modeled gravity was interpolated from observed gravity values.
 RD0107
 RD0107;                    North         East    Units  Estimated Accuracy
 RD0107;SPC WA S     -    29,720.      371,440.      MT  (+/- 180 meters Scaled)
 RD0107
 RD0107                          SUPERSEDED SURVEY CONTROL
 RD0107
 RD0107  NGVD 29 (??/??/92)   17.33   (m)           56.9    (f) COMPUTED    1 2
 RD0107
 RD0107.Superseded values are not recommended for survey control.
 RD0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0107.See file dsdata.txt to determine how the superseded data were derived.
 RD0107
 RD0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER664486(NAD 83)
 RD0107_MARKER: DJ = TIDAL STATION DISK
 RD0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0107_SP_SET: RETAINING WALL
 RD0107_STAMPING: 2 1940
 RD0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0107
 RD0107  HISTORY     - Date     Condition        Report By
 RD0107  HISTORY     - 1940     MONUMENTED       CGS
 RD0107  HISTORY     - 1941     GOOD             NGS
 RD0107  HISTORY     - 1990     GOOD             USPSQD
 RD0107
 RD0107                          STATION DESCRIPTION
 RD0107
 RD0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0107'IN PRINDLE.
 RD0107'IN THE TOP OF THE NORTH END OF THE BRICK RETAINING WALL AROUND THE
 RD0107'LAWN OF E.C. SWIGERT SUMMER HOME, 7 FEET WEST OF THE SOUTHWEST CORNER
 RD0107'OF HOUSE.
 RD0107
 RD0107                          STATION RECOVERY (1990)
 RD0107
 RD0107'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0607 ***********************************************************************
 RD0607  DESIGNATION -  2
 RD0607  PID         -  RD0607
 RD0607  STATE/COUNTY-  WA/CLARK
 RD0607  USGS QUAD   -  MOUNT TABOR (1990)
 RD0607
 RD0607                         *CURRENT SURVEY CONTROL
 RD0607  ___________________________________________________________________
 RD0607* NAD 83(1986)-  45 36 03.     (N)    122 33 30.     (W)     SCALED    
 RD0607* NAVD 88     -        16.185  (meters)      53.10   (feet)  POSTED    
 RD0607  ___________________________________________________________________
 RD0607  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD0607  DYNAMIC HT  -          16.180 (meters)      53.08  (feet)  COMP
 RD0607  MODELED GRAV-     980,621.1   (mgal)                       NAVD 88
 RD0607
 RD0607  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0607
 RD0607.The horizontal coordinates were scaled from a topographic map and have
 RD0607.an estimated accuracy of +/- 6 seconds.
 RD0607
 RD0607.The orthometric height was determined by differential leveling
 RD0607.and adjusted by the National Geodetic Survey in 1992..
 RD0607.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0607.rate of 0.0 thru 1.0 mm/km.
 RD0607
 RD0607.The geoid height was determined by GEOID03.
 RD0607
 RD0607.The dynamic height is computed by dividing the NAVD 88
 RD0607.geopotential number by the normal gravity value computed on the
 RD0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0607.degrees latitude (g = 980.6199 gals.).
 RD0607
 RD0607.The modeled gravity was interpolated from observed gravity values.
 RD0607
 RD0607;                    North         East    Units  Estimated Accuracy
 RD0607;SPC WA S     -    31,830.      339,420.      MT  (+/- 180 meters Scaled)
 RD0607
 RD0607                          SUPERSEDED SURVEY CONTROL
 RD0607
 RD0607  NGVD 29 (??/??/92)   15.136  (m)           49.66   (f) ADJ UNCH    1 2
 RD0607
 RD0607.Superseded values are not recommended for survey control.
 RD0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0607.See file dsdata.txt to determine how the superseded data were derived.
 RD0607
 RD0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER344497(NAD 83)
 RD0607_MARKER: DB = BENCH MARK DISK
 RD0607_SETTING: 0 = UNSPECIFIED SETTING
 RD0607_STAMPING: NO 2 1940
 RD0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0607
 RD0607  HISTORY     - Date     Condition        Report By
 RD0607  HISTORY     - 1940     MONUMENTED       CGS
 RD0607  HISTORY     - 1942     GOOD             NGS
 RD0607  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 RD0607
 RD0607                          STATION DESCRIPTION
 RD0607
 RD0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD0607'IN ELLSWORTH.
 RD0607'A STANDARD DISC, STAMPED NO 2 1940, SET IN THE TOP OF A CONCRETE
 RD0607'MONUMENT, FLUSH WITH THE GROUND, 63 1/2 FEET NORTH BY WEST OF THE
 RD0607'SOUTHWEST CORNER OF THE ELLSWORTH CANNERY OFFICE.  51 1/2 FEET SOUTH
 RD0607'SOUTHWEST OF THE CENTERLINE OF THE SPOKANE, PORTLAND AND SEATTLE
 RD0607'RAILROAD TRACKS.  16 FEET EAST BY SOUTH OF THE CENTERLINE OF THE ROAD
 RD0607'INTO THE CANNERY.  AND 2 FEET SOUTH SOUTHWEST OF THE BASE OF AN
 RD0607'ELECTRIC POWER LINE POLE.
 RD0607
 RD0607                          STATION RECOVERY (2004)
 RD0607
 RD0607'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0607'THE AREA IS NOW OCCUPIED BY A HOUSE AND BELOW GRADE DRIVEWAY BUILT
 RD0607'ABOUT 15 YEAR AGO. MONUMENT SHOULD BE COMSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0315 ***********************************************************************
 SC0315  DESIGNATION -  2
 SC0315  PID         -  SC0315
 SC0315  STATE/COUNTY-  WA/WAHKIAKUM
 SC0315  USGS QUAD   -  NASSA POINT (1985)
 SC0315
 SC0315                         *CURRENT SURVEY CONTROL
 SC0315  ___________________________________________________________________
 SC0315* NAD 83(1986)-  46 09 07.     (N)    123 17 40.     (W)     SCALED    
 SC0315* NAVD 88     -         3.737  (meters)      12.26   (feet)  ADJUSTED  
 SC0315  ___________________________________________________________________
 SC0315  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 SC0315  DYNAMIC HT  -           3.738 (meters)      12.26  (feet)  COMP
 SC0315  MODELED GRAV-     980,761.3   (mgal)                       NAVD 88
 SC0315
 SC0315  VERT ORDER  -  FIRST     CLASS II
 SC0315
 SC0315.The horizontal coordinates were scaled from a topographic map and have
 SC0315.an estimated accuracy of +/- 6 seconds.
 SC0315
 SC0315.The orthometric height was determined by differential leveling
 SC0315.and adjusted by the National Geodetic Survey in June 1991..
 SC0315
 SC0315.The geoid height was determined by GEOID03.
 SC0315
 SC0315.The dynamic height is computed by dividing the NAVD 88
 SC0315.geopotential number by the normal gravity value computed on the
 SC0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0315.degrees latitude (g = 980.6199 gals.).
 SC0315
 SC0315.The modeled gravity was interpolated from observed gravity values.
 SC0315
 SC0315;                    North         East    Units  Estimated Accuracy
 SC0315;SPC WA S     -    94,810.      284,180.      MT  (+/- 180 meters Scaled)
 SC0315
 SC0315                          SUPERSEDED SURVEY CONTROL
 SC0315
 SC0315  NGVD 29 (??/??/92)    2.800  (m)            9.19   (f) ADJ UNCH    1 2
 SC0315
 SC0315.Superseded values are not recommended for survey control.
 SC0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0315.See file dsdata.txt to determine how the superseded data were derived.
 SC0315
 SC0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS772109(NAD 83)
 SC0315_MARKER: DJ = TIDAL STATION DISK
 SC0315_SETTING: 80 = SET IN A BOULDER
 SC0315_SP_SET: BOULDER
 SC0315_STAMPING: 2 1937
 SC0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0315+STABILITY: SURFACE MOTION
 SC0315
 SC0315  HISTORY     - Date     Condition        Report By
 SC0315  HISTORY     - 1937     MONUMENTED       CGS
 SC0315  HISTORY     - 1942     GOOD             NGS
 SC0315  HISTORY     - 1945     GOOD             NGS
 SC0315
 SC0315                          STATION DESCRIPTION
 SC0315
 SC0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 SC0315'6.1 MI E FROM CATHLAMET.
 SC0315'ABOUT 1000 FEET WEST OF CAPE HORN, 135 FEET EAST OF AN ABANDONED SMALL
 SC0315'BOAT LANDING, IN A NEARLY VERTICAL FACE OF A LARGE BOULDER AT THE BASE
 SC0315'OF THE BLUFF.
 SC0315
 SC0315                          STATION RECOVERY (1945)
 SC0315
 SC0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 SC0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0320 ***********************************************************************
 SY0320  DESIGNATION -  2 A 1 WAGS
 SY0320  PID         -  SY0320
 SY0320  STATE/COUNTY-  WA/KING
 SY0320  USGS QUAD   -  
 SY0320
 SY0320                         *CURRENT SURVEY CONTROL
 SY0320  ___________________________________________________________________
 SY0320* NAD 83(1986)-  47 41 46.     (N)    122 22 21.     (W)     SCALED    
 SY0320* NAVD 88     -       109.886  (meters)     360.52   (feet)  ADJUSTED  
 SY0320  ___________________________________________________________________
 SY0320  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY0320  DYNAMIC HT  -         109.899 (meters)     360.56  (feet)  COMP
 SY0320  MODELED GRAV-     980,729.9   (mgal)                       NAVD 88
 SY0320
 SY0320  VERT ORDER  -  FIRST     CLASS I
 SY0320
 SY0320.The horizontal coordinates were scaled from a topographic map and have
 SY0320.an estimated accuracy of +/- 6 seconds.
 SY0320
 SY0320.The orthometric height was determined by differential leveling
 SY0320.and adjusted by the National Geodetic Survey in June 1991..
 SY0320
 SY0320.The geoid height was determined by GEOID03.
 SY0320
 SY0320.The dynamic height is computed by dividing the NAVD 88
 SY0320.geopotential number by the normal gravity value computed on the
 SY0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0320.degrees latitude (g = 980.6199 gals.).
 SY0320
 SY0320.The modeled gravity was interpolated from observed gravity values.
 SY0320
 SY0320;                    North         East    Units  Estimated Accuracy
 SY0320;SPC WA N     -    78,550.      384,480.      MT  (+/- 180 meters Scaled)
 SY0320
 SY0320                          SUPERSEDED SURVEY CONTROL
 SY0320
 SY0320  NGVD 29 (??/??/??)  108.798  (m)          356.95   (f) ADJUSTED    1 1
 SY0320
 SY0320.Superseded values are not recommended for survey control.
 SY0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0320.See file dsdata.txt to determine how the superseded data were derived.
 SY0320
 SY0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET470827(NAD 83)
 SY0320_MARKER: Z = SEE DESCRIPTION
 SY0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0320+STABILITY: SURFACE MOTION
 SY0320
 SY0320  HISTORY     - Date     Condition        Report By
 SY0320  HISTORY     - UNK      MONUMENTED       WAGS
 SY0320  HISTORY     - 1973     GOOD             NGS
 SY0320  HISTORY     - 1983     GOOD             USPSQD
 SY0320  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY0320
 SY0320                          STATION DESCRIPTION
 SY0320
 SY0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0320'IN SEATTLE.
 SY0320'AT THE NORTHWEST CORNER OF THE INTERSECTION OF HOLMAN ROAD NW AND 13TH
 SY0320'AVENUE NW IN THE SOUTHEAST CORNER OF THE CROWN HILL SCHOOL YARD, 57
 SY0320'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 21 FEET WEST OF THE
 SY0320'CENTERLINE OF THE AVENUE, 32 FEET EAST OF THE BOTTOM STEP OF A
 SY0320'CONCRETE PEDESTRIAN OVERPASS, ABOUT 4 1/2 FEET HIGHER THAN THE ROAD,
 SY0320'A COPPER PLUG SET IN A CONCRETE POST 0.2 FEET HIGHER THAN THE GROUND.
 SY0320'1/4, SEC 36, T26N, R 3E.
 SY0320
 SY0320                          STATION RECOVERY (1983)
 SY0320
 SY0320'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0320'RECOVERED IN GOOD CONDITION.
 SY0320
 SY0320                          STATION RECOVERY (2001)
 SY0320
 SY0320'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0134 ***********************************************************************
 SY0134  DESIGNATION -  2 A 10 S 1 WAGS
 SY0134  PID         -  SY0134
 SY0134  STATE/COUNTY-  WA/KING
 SY0134  USGS QUAD   -  EDMONDS EAST (1981)
 SY0134
 SY0134                         *CURRENT SURVEY CONTROL
 SY0134  ___________________________________________________________________
 SY0134* NAD 83(1986)-  47 46 13.     (N)    122 20 46.     (W)     SCALED    
 SY0134* NAVD 88     -       133.445  (meters)     437.81   (feet)  ADJUSTED  
 SY0134  ___________________________________________________________________
 SY0134  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SY0134  DYNAMIC HT  -         133.464 (meters)     437.87  (feet)  COMP
 SY0134  MODELED GRAV-     980,756.7   (mgal)                       NAVD 88
 SY0134
 SY0134  VERT ORDER  -  FIRST     CLASS I
 SY0134
 SY0134.The horizontal coordinates were scaled from a topographic map and have
 SY0134.an estimated accuracy of +/- 6 seconds.
 SY0134
 SY0134.The orthometric height was determined by differential leveling
 SY0134.and adjusted by the National Geodetic Survey in June 1991..
 SY0134
 SY0134.The geoid height was determined by GEOID03.
 SY0134
 SY0134.The dynamic height is computed by dividing the NAVD 88
 SY0134.geopotential number by the normal gravity value computed on the
 SY0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0134.degrees latitude (g = 980.6199 gals.).
 SY0134
 SY0134.The modeled gravity was interpolated from observed gravity values.
 SY0134
 SY0134;                    North         East    Units  Estimated Accuracy
 SY0134;SPC WA N     -    86,760.      386,620.      MT  (+/- 180 meters Scaled)
 SY0134
 SY0134                          SUPERSEDED SURVEY CONTROL
 SY0134
 SY0134  NGVD 29 (??/??/??)  132.348  (m)          434.21   (f) ADJUSTED    1 1
 SY0134
 SY0134.Superseded values are not recommended for survey control.
 SY0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0134.See file dsdata.txt to determine how the superseded data were derived.
 SY0134
 SY0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET489909(NAD 83)
 SY0134_MARKER: DD = SURVEY DISK
 SY0134_SETTING: 0 = UNSPECIFIED SETTING
 SY0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0134
 SY0134  HISTORY     - Date     Condition        Report By
 SY0134  HISTORY     - UNK      MONUMENTED       WAGS
 SY0134  HISTORY     - 1973     GOOD             NGS
 SY0134  HISTORY     - 1983     GOOD             USPSQD
 SY0134  HISTORY     - 20010421 POOR             USPSQD
 SY0134
 SY0134                          STATION DESCRIPTION
 SY0134
 SY0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0134'1.05 MI N FROM RICHMOND HIGHLANDS.
 SY0134'1.05 MILES NORTH ALONG AURORA AVENUE NORTH (STATE HIGHWAY 99) FROM THE
 SY0134'INTERSECTION OF NORTH 175TH STREET AT RICHMOND HIGHLANDS, AT THE
 SY0134'INTERSECTION OF NORTH 195TH STREET - FIRLANDS WAY AND ECHO LAKE PLACE,
 SY0134'IN THE TOP AND AT THE SOUTHWEST END OF A RETAINING WALL AT THE
 SY0134'SOUTHEAST CORNER OF JOES TAVERN, 7 FEET SOUTHWEST OF THE SOUTHEAST
 SY0134'CORNER OF THE TAVERN, 38 FEET EAST OF THE CENTER LINE OF THE EAST
 SY0134'LANES OF THE AVENUE, 16 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 SY0134'PLACE, 1.8 FEET NORTHWEST OF A STOP RIGHT TURN ONLY SIGN, ABOUT LEVEL
 SY0134'WITH THE AVENUE, AND ABOUT 0.3 FOOT HIGHER THAN THE GROUND.  1/4, SEC
 SY0134'6, T 26N, R 4E.
 SY0134
 SY0134                          STATION RECOVERY (1983)
 SY0134
 SY0134'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0134'RECOVERED IN GOOD CONDITION.
 SY0134
 SY0134                          STATION RECOVERY (2001)
 SY0134
 SY0134'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0134'THE DISK IS MISSING, ONLY THE PIN REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0135 ***********************************************************************
 SY0135  DESIGNATION -  2 A 10 WAGS
 SY0135  PID         -  SY0135
 SY0135  STATE/COUNTY-  WA/KING
 SY0135  USGS QUAD   -  EDMONDS EAST (1981)
 SY0135
 SY0135                         *CURRENT SURVEY CONTROL
 SY0135  ___________________________________________________________________
 SY0135* NAD 83(1986)-  47 45 48.     (N)    122 20 46.     (W)     SCALED    
 SY0135* NAVD 88     -       145.901  (meters)     478.68   (feet)  POSTED    
 SY0135  ___________________________________________________________________
 SY0135  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 SY0135  DYNAMIC HT  -         145.920 (meters)     478.74  (feet)  COMP
 SY0135  MODELED GRAV-     980,752.5   (mgal)                       NAVD 88
 SY0135
 SY0135  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 SY0135
 SY0135.The horizontal coordinates were scaled from a topographic map and have
 SY0135.an estimated accuracy of +/- 6 seconds.
 SY0135
 SY0135.The orthometric height was determined by differential leveling
 SY0135.and adjusted by the National Geodetic Survey in 1992..
 SY0135.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 SY0135.rate of 3.1 thru 4.0 mm/km.
 SY0135
 SY0135.The geoid height was determined by GEOID03.
 SY0135
 SY0135.The dynamic height is computed by dividing the NAVD 88
 SY0135.geopotential number by the normal gravity value computed on the
 SY0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0135.degrees latitude (g = 980.6199 gals.).
 SY0135
 SY0135.The modeled gravity was interpolated from observed gravity values.
 SY0135
 SY0135;                    North         East    Units  Estimated Accuracy
 SY0135;SPC WA N     -    85,980.      386,610.      MT  (+/- 180 meters Scaled)
 SY0135
 SY0135                          SUPERSEDED SURVEY CONTROL
 SY0135
 SY0135  NGVD 29 (??/??/??)  144.796  (m)          475.05   (f) ADJUSTED    1 2
 SY0135
 SY0135.Superseded values are not recommended for survey control.
 SY0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0135.See file dsdata.txt to determine how the superseded data were derived.
 SY0135
 SY0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET490902(NAD 83)
 SY0135_MARKER: DB = BENCH MARK DISK
 SY0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0135+STABILITY: SURFACE MOTION
 SY0135
 SY0135  HISTORY     - Date     Condition        Report By
 SY0135  HISTORY     - UNK      MONUMENTED       CGS
 SY0135  HISTORY     - 1947     GOOD             CGS
 SY0135  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0135  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY0135
 SY0135                          STATION DESCRIPTION
 SY0135
 SY0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0135'IN RICHMOND HIGHLANDS.
 SY0135'AT RICHMOND HIGHLANDS, ABOUT 50 YARDS SOUTHEAST OF THE POST OFFICE,
 SY0135'75.2 FEET NORTH OF THE CENTER LINE OF 185TH. STREET, 43.0 FEET SOUTH
 SY0135'OF A TELEPHONE POLE, 42.8 FEET WEST OF THE CENTER LINE OF AURORA
 SY0135'AVENUE (U.S. HIGHWAY 99), 22.8 FEET NORTHWEST OF THE CENTER LINE OF
 SY0135'FIRLAND WAY, 10.2 FEET NORTH OF THE ROUNDING CURB AT THE INTERSECTION,
 SY0135'NOT STAMPED, AND SET IN THE TOP OF A CONCRETE POST 0.8 FOOT
 SY0135'UNDERGROUND.
 SY0135
 SY0135                          STATION RECOVERY (1965)
 SY0135
 SY0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0135'MARK NOT FOUND.
 SY0135
 SY0135                          STATION RECOVERY (2001)
 SY0135
 SY0135'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0132 ***********************************************************************
 SY0132  DESIGNATION -  2 A 11 S 1 WAGS
 SY0132  PID         -  SY0132
 SY0132  STATE/COUNTY-  WA/KING
 SY0132  USGS QUAD   -  EDMONDS EAST (1981)
 SY0132
 SY0132                         *CURRENT SURVEY CONTROL
 SY0132  ___________________________________________________________________
 SY0132* NAD 83(1986)-  47 46 38.     (N)    122 20 46.     (W)     SCALED    
 SY0132* NAVD 88     -       126.621  (meters)     415.42   (feet)  ADJUSTED  
 SY0132  ___________________________________________________________________
 SY0132  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 SY0132  DYNAMIC HT  -         126.640 (meters)     415.48  (feet)  COMP
 SY0132  MODELED GRAV-     980,760.4   (mgal)                       NAVD 88
 SY0132
 SY0132  VERT ORDER  -  FIRST     CLASS II
 SY0132
 SY0132.The horizontal coordinates were scaled from a topographic map and have
 SY0132.an estimated accuracy of +/- 6 seconds.
 SY0132
 SY0132.The orthometric height was determined by differential leveling
 SY0132.and adjusted by the National Geodetic Survey in June 1991..
 SY0132
 SY0132.The geoid height was determined by GEOID03.
 SY0132
 SY0132.The dynamic height is computed by dividing the NAVD 88
 SY0132.geopotential number by the normal gravity value computed on the
 SY0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0132.degrees latitude (g = 980.6199 gals.).
 SY0132
 SY0132.The modeled gravity was interpolated from observed gravity values.
 SY0132
 SY0132;                    North         East    Units  Estimated Accuracy
 SY0132;SPC WA N     -    87,530.      386,640.      MT  (+/- 180 meters Scaled)
 SY0132
 SY0132                          SUPERSEDED SURVEY CONTROL
 SY0132
 SY0132  NGVD 29 (??/??/??)  125.513  (m)          411.79   (f) ADJUSTED    1 2
 SY0132
 SY0132.Superseded values are not recommended for survey control.
 SY0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0132.See file dsdata.txt to determine how the superseded data were derived.
 SY0132
 SY0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET489917(NAD 83)
 SY0132_MARKER: DD = SURVEY DISK
 SY0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0132_SP_SET: BASE OF GAS PUMPS
 SY0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0132
 SY0132  HISTORY     - Date     Condition        Report By
 SY0132  HISTORY     - UNK      MONUMENTED       WAGS
 SY0132  HISTORY     - 1947     GOOD             CGS
 SY0132  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0132  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY0132
 SY0132                          STATION DESCRIPTION
 SY0132
 SY0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0132'1.0 MI N FROM RICHMOND HIGHLANDS.
 SY0132'1.0 MILE NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT RICHMOND
 SY0132'HIGHLANDS, AT THE SNOHOMISH AND KING COUNTY LINE, BETWEEN THE
 SY0132'INTERSECTIONS OF U.S. HIGHWAY 99 AND 2 B. HIGHWAY AND HIGHWAY 99 AND 1
 SY0132'W. HIGHWAY, SET IN THE BASE OF THE SOUTH END OF THE GASOLINE PUMPS OF
 SY0132'SNO.-KING TEXACO SERVICE STATION.
 SY0132
 SY0132                          STATION RECOVERY (1965)
 SY0132
 SY0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0132'MARK NOT FOUND.
 SY0132
 SY0132                          STATION RECOVERY (2001)
 SY0132
 SY0132'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0119 ***********************************************************************
 SY0119  DESIGNATION -  2 A 14 WAGS
 SY0119  PID         -  SY0119
 SY0119  STATE/COUNTY-  WA/SNOHOMISH
 SY0119  USGS QUAD   -  EDMONDS EAST (1981)
 SY0119
 SY0119                         *CURRENT SURVEY CONTROL
 SY0119  ___________________________________________________________________
 SY0119* NAD 83(1986)-  47 47 57.     (N)    122 20 27.     (W)     SCALED    
 SY0119* NAVD 88     -       126.762  (meters)     415.88   (feet)  ADJUSTED  
 SY0119  ___________________________________________________________________
 SY0119  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 SY0119  DYNAMIC HT  -         126.782 (meters)     415.95  (feet)  COMP
 SY0119  MODELED GRAV-     980,766.0   (mgal)                       NAVD 88
 SY0119
 SY0119  VERT ORDER  -  FIRST     CLASS II
 SY0119
 SY0119.The horizontal coordinates were scaled from a topographic map and have
 SY0119.an estimated accuracy of +/- 6 seconds.
 SY0119
 SY0119.The orthometric height was determined by differential leveling
 SY0119.and adjusted by the National Geodetic Survey in June 1991..
 SY0119
 SY0119.The geoid height was determined by GEOID03.
 SY0119
 SY0119.The dynamic height is computed by dividing the NAVD 88
 SY0119.geopotential number by the normal gravity value computed on the
 SY0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0119.degrees latitude (g = 980.6199 gals.).
 SY0119
 SY0119.The modeled gravity was interpolated from observed gravity values.
 SY0119
 SY0119;                    North         East    Units  Estimated Accuracy
 SY0119;SPC WA N     -    89,960.      387,080.      MT  (+/- 180 meters Scaled)
 SY0119
 SY0119                          SUPERSEDED SURVEY CONTROL
 SY0119
 SY0119  NGVD 29 (??/??/??)  125.656  (m)          412.26   (f) ADJUSTED    1 2
 SY0119
 SY0119.Superseded values are not recommended for survey control.
 SY0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0119.See file dsdata.txt to determine how the superseded data were derived.
 SY0119
 SY0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET493941(NAD 83)
 SY0119_MARKER: DD = SURVEY DISK
 SY0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0119_STAMPING: 2A14
 SY0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0119+STABILITY: SURFACE MOTION
 SY0119
 SY0119  HISTORY     - Date     Condition        Report By
 SY0119  HISTORY     - UNK      MONUMENTED       WAGS
 SY0119  HISTORY     - 1947     GOOD             CGS
 SY0119  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0119
 SY0119                          STATION DESCRIPTION
 SY0119
 SY0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0119'2.7 MI E FROM EDMONDS.
 SY0119'0.6 MILE SOUTH ALONG FIFTH AVENUE FROM THE PUBLIC LIBRARY AT EDMONDS,
 SY0119'THENCE 0.1 MILE EAST ALONG SOUTH CITY LIMITS STREET, THENCE 0.3 MILE
 SY0119'SOUTH ALONG 6TH. AVENUE, THENCE 1.7 MILES EAST ALONG N. 235TH STREET,
 SY0119'0.4 MILE WEST OF THE INTERSECTION OF N. 235TH. STREET AND U. S.
 SY0119'HIGHWAY 99, 95 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL FRAME
 SY0119'HOUSE, 45.3 FEET WEST OF POWER POLE EB-27-EBC, 44 FEET SOUTHWEST OF
 SY0119'THE INTERSECTION OF CENTER LINES OF N. 235TH. STREET AND A PRIVATE
 SY0119'DRIVE LEADING NORTH TO A WHITE HOUSE, 21 FEET SOUTH OF THE CENTER LINE
 SY0119'OF N. 235TH. STREET, 11.2 FEET NORTH OF A TELEPHONE POLE, AND SET IN
 SY0119'THE TOP OF A CONCRETE POST 0.5 FOOT UNDERGROUND.
 SY0119
 SY0119                          STATION RECOVERY (1965)
 SY0119
 SY0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0120 ***********************************************************************
 SY0120  DESIGNATION -  2 A 16 WAGS
 SY0120  PID         -  SY0120
 SY0120  STATE/COUNTY-  WA/SNOHOMISH
 SY0120  USGS QUAD   -  EDMONDS EAST (1981)
 SY0120
 SY0120                         *CURRENT SURVEY CONTROL
 SY0120  ___________________________________________________________________
 SY0120* NAD 83(1986)-  47 47 57.     (N)    122 21 12.     (W)     SCALED    
 SY0120* NAVD 88     -       134.103  (meters)     439.97   (feet)  ADJUSTED  
 SY0120  ___________________________________________________________________
 SY0120  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SY0120  DYNAMIC HT  -         134.125 (meters)     440.04  (feet)  COMP
 SY0120  MODELED GRAV-     980,773.0   (mgal)                       NAVD 88
 SY0120
 SY0120  VERT ORDER  -  FIRST     CLASS II
 SY0120
 SY0120.The horizontal coordinates were scaled from a topographic map and have
 SY0120.an estimated accuracy of +/- 6 seconds.
 SY0120
 SY0120.The orthometric height was determined by differential leveling
 SY0120.and adjusted by the National Geodetic Survey in June 1991..
 SY0120
 SY0120.The geoid height was determined by GEOID03.
 SY0120
 SY0120.The dynamic height is computed by dividing the NAVD 88
 SY0120.geopotential number by the normal gravity value computed on the
 SY0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0120.degrees latitude (g = 980.6199 gals.).
 SY0120
 SY0120.The modeled gravity was interpolated from observed gravity values.
 SY0120
 SY0120;                    North         East    Units  Estimated Accuracy
 SY0120;SPC WA N     -    89,980.      386,140.      MT  (+/- 180 meters Scaled)
 SY0120
 SY0120                          SUPERSEDED SURVEY CONTROL
 SY0120
 SY0120  NGVD 29 (??/??/??)  132.998  (m)          436.34   (f) ADJUSTED    1 2
 SY0120
 SY0120.Superseded values are not recommended for survey control.
 SY0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0120.See file dsdata.txt to determine how the superseded data were derived.
 SY0120
 SY0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET484941(NAD 83)
 SY0120_MARKER: DD = SURVEY DISK
 SY0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0120_STAMPING: 2A16
 SY0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0120+STABILITY: SURFACE MOTION
 SY0120
 SY0120  HISTORY     - Date     Condition        Report By
 SY0120  HISTORY     - UNK      MONUMENTED       WAGS
 SY0120  HISTORY     - 1947     GOOD             CGS
 SY0120  HISTORY     - 1965     POOR             CGS
 SY0120
 SY0120                          STATION DESCRIPTION
 SY0120
 SY0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0120'2.1 MI SE FROM EDMONDS.
 SY0120'0.6 MILE SOUTH ALONG FIFTH AVENUE FROM THE PUBLIC LIBRARY AT EDMONDS,
 SY0120'THENCE 0.1 MILE EAST ALONG SOUTH CITY LIMITS STREET, THENCE 0.3 MILE
 SY0120'SOUTH ALONG SIXTH AVENUE, THENCE 1.1 MILES EAST ALONG N. 235TH.
 SY0120'STREET, 103 FEET SOUTHWEST OF THE INTERSECTION OF CENTER LINES OF N.
 SY0120'235TH. STREET AND A PRIVATE ROAD LEADING SOUTH TO A HOUSE, 73.9 FEET
 SY0120'SOUTHEAST OF AND ACROSS THE ROAD FROM 3-FOOT STUMP WHICH STANDS 7 FEET
 SY0120'HIGH, 26 FEET SOUTH OF THE CENTER LINE OF THE STREET, 24.8 FEET
 SY0120'NORTHEAST OF A 14-INCH TRIANGLE-BLAZED FIR TREE, 13 FEET SOUTH OF THE
 SY0120'TOP OF THE SOUTH CUT BANK OF THE STREET, 0.5 FOOT UNDERGROUND, AND SET
 SY0120'IN THE TOP OF A CONCRETE POST.  WITNESS POST SET 2.2 FEET EAST OF THE
 SY0120'MARK.
 SY0120
 SY0120                          STATION RECOVERY (1965)
 SY0120
 SY0120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0120'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0121 ***********************************************************************
 SY0121  DESIGNATION -  2 A 17 WAGS
 SY0121  PID         -  SY0121
 SY0121  STATE/COUNTY-  WA/SNOHOMISH
 SY0121  USGS QUAD   -  EDMONDS EAST (1981)
 SY0121
 SY0121                         *CURRENT SURVEY CONTROL
 SY0121  ___________________________________________________________________
 SY0121* NAD 83(1986)-  47 47 58.     (N)    122 21 53.     (W)     SCALED    
 SY0121* NAVD 88     -       113.519  (meters)     372.44   (feet)  ADJUSTED  
 SY0121  ___________________________________________________________________
 SY0121  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY0121  DYNAMIC HT  -         113.538 (meters)     372.50  (feet)  COMP
 SY0121  MODELED GRAV-     980,781.3   (mgal)                       NAVD 88
 SY0121
 SY0121  VERT ORDER  -  FIRST     CLASS II
 SY0121
 SY0121.The horizontal coordinates were scaled from a topographic map and have
 SY0121.an estimated accuracy of +/- 6 seconds.
 SY0121
 SY0121.The orthometric height was determined by differential leveling
 SY0121.and adjusted by the National Geodetic Survey in June 1991..
 SY0121
 SY0121.The geoid height was determined by GEOID03.
 SY0121
 SY0121.The dynamic height is computed by dividing the NAVD 88
 SY0121.geopotential number by the normal gravity value computed on the
 SY0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0121.degrees latitude (g = 980.6199 gals.).
 SY0121
 SY0121.The modeled gravity was interpolated from observed gravity values.
 SY0121
 SY0121;                    North         East    Units  Estimated Accuracy
 SY0121;SPC WA N     -    90,030.      385,290.      MT  (+/- 180 meters Scaled)
 SY0121
 SY0121                          SUPERSEDED SURVEY CONTROL
 SY0121
 SY0121  NGVD 29 (??/??/??)  112.416  (m)          368.82   (f) ADJUSTED    1 2
 SY0121
 SY0121.Superseded values are not recommended for survey control.
 SY0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0121.See file dsdata.txt to determine how the superseded data were derived.
 SY0121
 SY0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET475942(NAD 83)
 SY0121_MARKER: DD = SURVEY DISK
 SY0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0121_STAMPING: 2A17
 SY0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0121+STABILITY: SURFACE MOTION
 SY0121
 SY0121  HISTORY     - Date     Condition        Report By
 SY0121  HISTORY     - UNK      MONUMENTED       WAGS
 SY0121  HISTORY     - 1947     GOOD             CGS
 SY0121  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0121  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 SY0121
 SY0121                          STATION DESCRIPTION
 SY0121
 SY0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0121'1.5 MI SE FROM EDMONDS.
 SY0121'0.6 MILE SOUTH ALONG FIFTH AVENUE FROM THE PUBLIC LIBRARY AT EDMONDS,
 SY0121'THENCE 0.1 MILE EAST ALONG SOUTH CITY LIMITS STREET, THENCE 0.3 MILE
 SY0121'SOUTH ALONG SIXTH AVENUE, THENCE 0.5 MILE EAST ALONG N. 235TH. STREET,
 SY0121'118 FEET WEST OF THE INTERSECTION OF CENTER LINES OF N. 235TH. STREET
 SY0121'AND A GRAVEL CROSSROAD, 85.5 FEET WEST OF A TELEPHONE POLE, 41.6 FEET
 SY0121'NORTH OF AND ACROSS THE STREET FROM A WIRE FENCE, 11 FEET NORTH OF THE
 SY0121'CENTER LINE OF THE STREET, AND SET IN THE TOP OF A CONCRETE POST, IN
 SY0121'THE DITCH LINE, AND 0.7 FOOT UNDERGROUND.
 SY0121
 SY0121                          STATION RECOVERY (1965)
 SY0121
 SY0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0121'MARK NOT FOUND.
 SY0121
 SY0121                          STATION RECOVERY (1999)
 SY0121
 SY0121'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0122 ***********************************************************************
 SY0122  DESIGNATION -  2 A 18 WAGS
 SY0122  PID         -  SY0122
 SY0122  STATE/COUNTY-  WA/SNOHOMISH
 SY0122  USGS QUAD   -  EDMONDS EAST (1981)
 SY0122
 SY0122                         *CURRENT SURVEY CONTROL
 SY0122  ___________________________________________________________________
 SY0122* NAD 83(1986)-  47 47 57.     (N)    122 22 24.     (W)     SCALED    
 SY0122* NAVD 88     -        67.952  (meters)     222.94   (feet)  ADJUSTED  
 SY0122  ___________________________________________________________________
 SY0122  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY0122  DYNAMIC HT  -          67.963 (meters)     222.98  (feet)  COMP
 SY0122  MODELED GRAV-     980,787.0   (mgal)                       NAVD 88
 SY0122
 SY0122  VERT ORDER  -  FIRST     CLASS I
 SY0122
 SY0122.The horizontal coordinates were scaled from a topographic map and have
 SY0122.an estimated accuracy of +/- 6 seconds.
 SY0122
 SY0122.The orthometric height was determined by differential leveling
 SY0122.and adjusted by the National Geodetic Survey in June 1991..
 SY0122
 SY0122.The geoid height was determined by GEOID03.
 SY0122
 SY0122.The dynamic height is computed by dividing the NAVD 88
 SY0122.geopotential number by the normal gravity value computed on the
 SY0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0122.degrees latitude (g = 980.6199 gals.).
 SY0122
 SY0122.The modeled gravity was interpolated from observed gravity values.
 SY0122
 SY0122;                    North         East    Units  Estimated Accuracy
 SY0122;SPC WA N     -    90,010.      384,640.      MT  (+/- 180 meters Scaled)
 SY0122
 SY0122                          SUPERSEDED SURVEY CONTROL
 SY0122
 SY0122  NGVD 29 (??/??/??)   66.854  (m)          219.34   (f) ADJUSTED    1 1
 SY0122
 SY0122.Superseded values are not recommended for survey control.
 SY0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0122.See file dsdata.txt to determine how the superseded data were derived.
 SY0122
 SY0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET469941(NAD 83)
 SY0122_MARKER: DD = SURVEY DISK
 SY0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0122_STAMPING: 2 A 18
 SY0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0122+STABILITY: SURFACE MOTION
 SY0122
 SY0122  HISTORY     - Date     Condition        Report By
 SY0122  HISTORY     - UNK      MONUMENTED       WAGS
 SY0122  HISTORY     - 1973     GOOD             NGS
 SY0122
 SY0122                          STATION DESCRIPTION
 SY0122
 SY0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0122'5.2 MI N FROM RICHMOND HIGHLANDS.
 SY0122'1.5 MILES NORTH ALONG AURORA AVENUE NORTH (STATE HIGHWAY 99) FROM THE
 SY0122'INTERSECTION OF NORTH 175TH STREET AT RICHMOND HIGHLANDS, THENCE 1.7
 SY0122'MILES NORTH ALONG STATE HIGHWAY 99, THENCE 2.0 MILES WEST ALONG 220TH
 SY0122'STREET SOUTHWEST, ALSO 0.5 MILE SOUTH ALONG 5TH AVENUE FROM THE
 SY0122'INTERSECTION OF MAIN STREET AT EDMONDS, THENCE 0.15 MILE EAST ALONG
 SY0122'PINE STREET, THENCE 0.25 MILE SOUTH ALONG A AVENUE, AT THE JUNCTION OF
 SY0122'ELM STREET, 17 1/2 FEET SOUTH OF THE CENTER LINE OF ELM STREET, 4.0
 SY0122'FEET EAST OF THE EXTENDED CENTER LINE OF A AVENUE, 8.0 FEET WEST OF
 SY0122'THE CENTER LINE OF A GRAVEL DRIVE, 48.4 FEET SOUTHWEST OF FIRE HYDRANT
 SY0122'74, 10.0 FEET NORTH OF THE NORTH END OF A ROCK RETAINING WALL FOR THE
 SY0122'DRIVE, SET IN THE TOP OF A CONCRETE POST 1.2 FEET UNDERGROUND. 1/4,
 SY0122'SEC 25, T 27N, R 3E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0325 ***********************************************************************
 SY0325  DESIGNATION -  2 A 3 S 1 WAGS
 SY0325  PID         -  SY0325
 SY0325  STATE/COUNTY-  WA/KING
 SY0325  USGS QUAD   -  
 SY0325
 SY0325                         *CURRENT SURVEY CONTROL
 SY0325  ___________________________________________________________________
 SY0325* NAD 83(1986)-  47 42 27.     (N)    122 21 18.     (W)     SCALED    
 SY0325* NAVD 88     -       121.731  (meters)     399.38   (feet)  ADJUSTED  
 SY0325  ___________________________________________________________________
 SY0325  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY0325  DYNAMIC HT  -         121.745 (meters)     399.43  (feet)  COMP
 SY0325  MODELED GRAV-     980,727.2   (mgal)                       NAVD 88
 SY0325
 SY0325  VERT ORDER  -  FIRST     CLASS I
 SY0325
 SY0325.The horizontal coordinates were scaled from a topographic map and have
 SY0325.an estimated accuracy of +/- 6 seconds.
 SY0325
 SY0325.The orthometric height was determined by differential leveling
 SY0325.and adjusted by the National Geodetic Survey in June 1991..
 SY0325
 SY0325.The geoid height was determined by GEOID03.
 SY0325
 SY0325.The dynamic height is computed by dividing the NAVD 88
 SY0325.geopotential number by the normal gravity value computed on the
 SY0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0325.degrees latitude (g = 980.6199 gals.).
 SY0325
 SY0325.The modeled gravity was interpolated from observed gravity values.
 SY0325
 SY0325;                    North         East    Units  Estimated Accuracy
 SY0325;SPC WA N     -    79,790.      385,820.      MT  (+/- 180 meters Scaled)
 SY0325
 SY0325                          SUPERSEDED SURVEY CONTROL
 SY0325
 SY0325  NGVD 29 (??/??/??)  120.642  (m)          395.81   (f) ADJUSTED    1 1
 SY0325
 SY0325.Superseded values are not recommended for survey control.
 SY0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0325.See file dsdata.txt to determine how the superseded data were derived.
 SY0325
 SY0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET483839(NAD 83)
 SY0325_MARKER: DD = SURVEY DISK
 SY0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0325+STABILITY: SURFACE MOTION
 SY0325
 SY0325  HISTORY     - Date     Condition        Report By
 SY0325  HISTORY     - UNK      MONUMENTED       WAGS
 SY0325  HISTORY     - 1973     GOOD             NGS
 SY0325  HISTORY     - 20010421 POOR             USPSQD
 SY0325
 SY0325                          STATION DESCRIPTION
 SY0325
 SY0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0325'IN SEATTLE.
 SY0325'0.2 MILE NORTH FROM THE CROSSING OF HOLMAN ROAD N, GREENWOOD AVENUE N
 SY0325'AND N 105TH STREET, ALONG GREENWOOD AVENUE N ABOUT MIDWAY BETWEEN N
 SY0325'107TH AND N 110TH STREETS, 34.8 FEET EAST OF THE CENTERLINE OF THE
 SY0325'EAST LANES OF THE AVENUE, 1.7 FEET NORTHWEST OF THE NORTHWEST CORNER
 SY0325'OF A BRICK DRIVEWAY POST, 7.4 FEET NORTH OF THE NORTH EDGE OF A
 SY0325'DRIVEWAY LEADING TO 10734 GREENWOOD AVENUE N, ABOUT 1 1/2 FEET HIGHER
 SY0325'THAN THE AVENUE, SET IN A CONCRETE POST 0.4 FOOT UNDERGROUND.  1/4,
 SY0325'SEC 30, T 26N, R 4E.
 SY0325
 SY0325                          STATION RECOVERY (2001)
 SY0325
 SY0325'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0325'FOUND AS DESCRIBED, EXCEPT ONLY THE PIN REMAINED, THE DISK WAS
 SY0325'MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0145 ***********************************************************************
 SY0145  DESIGNATION -  2 A 8 WAGS
 SY0145  PID         -  SY0145
 SY0145  STATE/COUNTY-  WA/KING
 SY0145  USGS QUAD   -  
 SY0145
 SY0145                         *CURRENT SURVEY CONTROL
 SY0145  ___________________________________________________________________
 SY0145* NAD 83(1986)-  47 43 56.     (N)    122 20 42.     (W)     SCALED    
 SY0145* NAVD 88     -       147.500  (meters)     483.92   (feet)  POSTED    
 SY0145  ___________________________________________________________________
 SY0145  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 SY0145  DYNAMIC HT  -         147.520 (meters)     483.99  (feet)  COMP
 SY0145  MODELED GRAV-     980,730.1   (mgal)                       NAVD 88
 SY0145
 SY0145  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SY0145
 SY0145.The horizontal coordinates were scaled from a topographic map and have
 SY0145.an estimated accuracy of +/- 6 seconds.
 SY0145
 SY0145.The orthometric height was determined by differential leveling
 SY0145.and adjusted by the National Geodetic Survey in 1992..
 SY0145.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SY0145.rate of 2.1 thru 3.0 mm/km.
 SY0145
 SY0145.The geoid height was determined by GEOID03.
 SY0145
 SY0145.The dynamic height is computed by dividing the NAVD 88
 SY0145.geopotential number by the normal gravity value computed on the
 SY0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0145.degrees latitude (g = 980.6199 gals.).
 SY0145
 SY0145.The modeled gravity was interpolated from observed gravity values.
 SY0145
 SY0145;                    North         East    Units  Estimated Accuracy
 SY0145;SPC WA N     -    82,520.      386,620.      MT  (+/- 180 meters Scaled)
 SY0145
 SY0145                          SUPERSEDED SURVEY CONTROL
 SY0145
 SY0145  NGVD 29 (??/??/??)  146.387  (m)          480.27   (f) ADJUSTED    1 2
 SY0145
 SY0145.Superseded values are not recommended for survey control.
 SY0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0145.See file dsdata.txt to determine how the superseded data were derived.
 SY0145
 SY0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET491867(NAD 83)
 SY0145_MARKER: DD = SURVEY DISK
 SY0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0145+STABILITY: SURFACE MOTION
 SY0145
 SY0145  HISTORY     - Date     Condition        Report By
 SY0145  HISTORY     - UNK      MONUMENTED       WAGS
 SY0145  HISTORY     - 1947     GOOD             CGS
 SY0145  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0145  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY0145
 SY0145                          STATION DESCRIPTION
 SY0145
 SY0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0145'2.1 MI S FROM RICHMOND HIGHLANDS.
 SY0145'2.1 MILES SOUTH ALONG U.S. HIGHWAY 99 (AURORA AVENUE) FROM THE POST
 SY0145'OFFICE AT RICHMOND HIGHLANDS, AT AN INTERSECTION OF THE HIGHWAY AND
 SY0145'143RD. STREET, 26.2 FEET SOUTH OF THE CENTER LINE OF 143RD. STREET,
 SY0145'17.8 FEET SOUTHWEST OF A TELEPHONE POLE, 1.4 FEET EAST OF THE EAST
 SY0145'EDGE OF THE HIGHWAY PAVEMENT, 0.6 FOOT BELOW THE SURFACE OF THE
 SY0145'PAVEMENT, AND SET IN THE TOP OF A CONCRETE POST.
 SY0145
 SY0145                          STATION RECOVERY (1965)
 SY0145
 SY0145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0145'MARK NOT FOUND.
 SY0145
 SY0145                          STATION RECOVERY (2001)
 SY0145
 SY0145'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0138 ***********************************************************************
 SY0138  DESIGNATION -  2 A 9 S 1 WAGS
 SY0138  PID         -  SY0138
 SY0138  STATE/COUNTY-  WA/KING
 SY0138  USGS QUAD   -  EDMONDS EAST (1981)
 SY0138
 SY0138                         *CURRENT SURVEY CONTROL
 SY0138  ___________________________________________________________________
 SY0138* NAD 83(1986)-  47 45 34.     (N)    122 20 47.     (W)     SCALED    
 SY0138* NAVD 88     -       146.210  (meters)     479.69   (feet)  ADJUSTED  
 SY0138  ___________________________________________________________________
 SY0138  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SY0138  DYNAMIC HT  -         146.231 (meters)     479.76  (feet)  COMP
 SY0138  MODELED GRAV-     980,750.0   (mgal)                       NAVD 88
 SY0138
 SY0138  VERT ORDER  -  FIRST     CLASS I
 SY0138
 SY0138.The horizontal coordinates were scaled from a topographic map and have
 SY0138.an estimated accuracy of +/- 6 seconds.
 SY0138
 SY0138.The orthometric height was determined by differential leveling
 SY0138.and adjusted by the National Geodetic Survey in June 1991..
 SY0138
 SY0138.The geoid height was determined by GEOID03.
 SY0138
 SY0138.The dynamic height is computed by dividing the NAVD 88
 SY0138.geopotential number by the normal gravity value computed on the
 SY0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0138.degrees latitude (g = 980.6199 gals.).
 SY0138
 SY0138.The modeled gravity was interpolated from observed gravity values.
 SY0138
 SY0138;                    North         East    Units  Estimated Accuracy
 SY0138;SPC WA N     -    85,550.      386,580.      MT  (+/- 180 meters Scaled)
 SY0138
 SY0138                          SUPERSEDED SURVEY CONTROL
 SY0138
 SY0138  NGVD 29 (??/??/??)  145.116  (m)          476.10   (f) ADJUSTED    1 1
 SY0138
 SY0138.Superseded values are not recommended for survey control.
 SY0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0138.See file dsdata.txt to determine how the superseded data were derived.
 SY0138
 SY0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET489897(NAD 83)
 SY0138_MARKER: R = RIVET
 SY0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0138_SP_SET: FOUNDATION
 SY0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0138
 SY0138  HISTORY     - Date     Condition        Report By
 SY0138  HISTORY     - UNK      MONUMENTED       WAGS
 SY0138  HISTORY     - 1973     GOOD             NGS
 SY0138  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY0138  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY0138
 SY0138                          STATION DESCRIPTION
 SY0138
 SY0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0138'0.25 MI N FROM RICHMOND HIGHLANDS.
 SY0138'0.25 MILE NORTH ALONG AURORA AVENUE NORTH (STATE HIGHWAY 99) FROM THE
 SY0138'INTERSECTION OF NORTH 175TH STREET AT RICHMOND HIGHLANDS, 0.3 MILE
 SY0138'SOUTH OF THE INTERSECTION OF NORTH 185TH STREET, AT THE JUNCTION OF
 SY0138'NORTH 180TH STREET, IN THE TOP AND AT THE NORTHEAST CORNER OF THE
 SY0138'NORTH END OF THE CONCRETE FOUNDATION OF AN ISLAND FOR GAS PUMPS, THE
 SY0138'STATION IS NOT IN OPERATION AT THIS TIME, AT 17859 AURORA AVENUE
 SY0138'NORTH, 33 1/2 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF THE
 SY0138'AVENUE, 123 FEET NORTH OF THE NORTH DRIVE TO RONALD UNITED METHODIST
 SY0138'CHURCH, 50 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE STREET, 16
 SY0138'1/2 FEET EAST OF THE NORTHEAST CORNER OF A BUILDING AT 17859 AURORA
 SY0138'AVENUE NORTH, ABOUT 1 FOOT HIGHER THAN THE AVENUE, AND ABOUT 1/2 FOOT
 SY0138'HIGHER THAN THE GROUND.  1/4, SEC 7, T 26N, R 4E.
 SY0138
 SY0138                          STATION RECOVERY (1983)
 SY0138
 SY0138'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0138'MARK NOT FOUND.
 SY0138
 SY0138                          STATION RECOVERY (2001)
 SY0138
 SY0138'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0140 ***********************************************************************
 SY0140  DESIGNATION -  2 A 9 WAGS
 SY0140  PID         -  SY0140
 SY0140  STATE/COUNTY-  WA/KING
 SY0140  USGS QUAD   -  EDMONDS EAST (1981)
 SY0140
 SY0140                         *CURRENT SURVEY CONTROL
 SY0140  ___________________________________________________________________
 SY0140* NAD 83(1986)-  47 45 08.     (N)    122 20 44.     (W)     SCALED    
 SY0140* NAVD 88     -       142.405  (meters)     467.21   (feet)  POSTED    
 SY0140  ___________________________________________________________________
 SY0140  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 SY0140  DYNAMIC HT  -         142.420 (meters)     467.26  (feet)  COMP
 SY0140  MODELED GRAV-     980,744.8   (mgal)                       NAVD 88
 SY0140
 SY0140  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SY0140
 SY0140.The horizontal coordinates were scaled from a topographic map and have
 SY0140.an estimated accuracy of +/- 6 seconds.
 SY0140
 SY0140.The orthometric height was determined by differential leveling
 SY0140.and adjusted by the National Geodetic Survey in 1992..
 SY0140.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SY0140.rate of 2.1 thru 3.0 mm/km.
 SY0140
 SY0140.The geoid height was determined by GEOID03.
 SY0140
 SY0140.The dynamic height is computed by dividing the NAVD 88
 SY0140.geopotential number by the normal gravity value computed on the
 SY0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0140.degrees latitude (g = 980.6199 gals.).
 SY0140
 SY0140.The modeled gravity was interpolated from observed gravity values.
 SY0140
 SY0140;                    North         East    Units  Estimated Accuracy
 SY0140;SPC WA N     -    84,750.      386,620.      MT  (+/- 180 meters Scaled)
 SY0140
 SY0140                          SUPERSEDED SURVEY CONTROL
 SY0140
 SY0140  NGVD 29 (??/??/??)  141.299  (m)          463.58   (f) ADJUSTED    1 2
 SY0140
 SY0140.Superseded values are not recommended for survey control.
 SY0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0140.See file dsdata.txt to determine how the superseded data were derived.
 SY0140
 SY0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET490889(NAD 83)
 SY0140_MARKER: DD = SURVEY DISK
 SY0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0140_STAMPING: 2 A 9
 SY0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0140+STABILITY: SURFACE MOTION
 SY0140
 SY0140  HISTORY     - Date     Condition        Report By
 SY0140  HISTORY     - UNK      MONUMENTED       WAGS
 SY0140  HISTORY     - 1947     GOOD             CGS
 SY0140  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0140  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY0140
 SY0140                          STATION DESCRIPTION
 SY0140
 SY0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0140'0.8 MI S FROM RICHMOND HIGHLANDS.
 SY0140'0.8 MILE SOUTH ALONG U.S. HIGHWAY 99 (AURORA AVENUE) FROM THE POST
 SY0140'OFFICE AT RICHMOND HIGHLANDS, AT AN INTERSECTION OF THE HIGHWAY AND
 SY0140'170TH. STREET, 78.2 FEET SOUTH OF THE CENTER OF A FIRE HYDRANT IN THE
 SY0140'CENTER OF 170TH. STREET, 48.0 FEET NORTHWEST OF THE SOUTHWEST CORNER
 SY0140'OF THE NEW BUILDING OF J.C. BOOKEY SUPPLY, 1.5 FEET EAST OF THE EAST
 SY0140'EDGE OF THE 44-FOOT PAVEMENT OF THE HIGHWAY, 1.6 FEET EAST OF THE EAST
 SY0140'END OF A CHISELED ARROW ON THE PAVEMENT, 0.7 FOOT BELOW THE SURFACE OF
 SY0140'THE PAVEMENT, AND SET IN THE TOP OF A CONCRETE POST.
 SY0140
 SY0140                          STATION RECOVERY (1965)
 SY0140
 SY0140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0140'MARK NOT FOUND.
 SY0140
 SY0140                          STATION RECOVERY (2001)
 SY0140
 SY0140'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0728 ***********************************************************************
 TP0728  DESIGNATION -  2 AA
 TP0728  PID         -  TP0728
 TP0728  STATE/COUNTY-  WA/OKANOGAN
 TP0728  USGS QUAD   -  CONCONULLY WEST (1989)
 TP0728
 TP0728                         *CURRENT SURVEY CONTROL
 TP0728  ___________________________________________________________________
 TP0728* NAD 83(1986)-  48 35 30.     (N)    119 45 54.     (W)     SCALED    
 TP0728* NAVD 88     -       878.134  (meters)    2881.01   (feet)  ADJUSTED  
 TP0728  ___________________________________________________________________
 TP0728  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 TP0728  DYNAMIC HT  -         878.183 (meters)    2881.17  (feet)  COMP
 TP0728  MODELED GRAV-     980,638.1   (mgal)                       NAVD 88
 TP0728
 TP0728  VERT ORDER  -  SECOND    CLASS 0
 TP0728
 TP0728.The horizontal coordinates were scaled from a topographic map and have
 TP0728.an estimated accuracy of +/- 6 seconds.
 TP0728
 TP0728.The orthometric height was determined by differential leveling
 TP0728.and adjusted by the National Geodetic Survey in June 1991..
 TP0728
 TP0728.The geoid height was determined by GEOID03.
 TP0728
 TP0728.The dynamic height is computed by dividing the NAVD 88
 TP0728.geopotential number by the normal gravity value computed on the
 TP0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0728.degrees latitude (g = 980.6199 gals.).
 TP0728
 TP0728.The modeled gravity was interpolated from observed gravity values.
 TP0728
 TP0728;                    North         East    Units  Estimated Accuracy
 TP0728;SPC WA N     -   177,520.      578,810.      MT  (+/- 180 meters Scaled)
 TP0728
 TP0728                          SUPERSEDED SURVEY CONTROL
 TP0728
 TP0728  NGVD 29 (??/??/92)  876.781  (m)         2876.57   (f) ADJ UNCH    2 0
 TP0728
 TP0728.Superseded values are not recommended for survey control.
 TP0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0728.See file dsdata.txt to determine how the superseded data were derived.
 TP0728
 TP0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP961857(NAD 83)
 TP0728_MARKER: DD = SURVEY DISK
 TP0728_SETTING: 66 = SET IN ROCK OUTCROP
 TP0728_SP_SET: GRANITE OUTCROP
 TP0728_STAMPING: 2 AA 1954 2876
 TP0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0728+STABILITY: POSITION/ELEVATION WELL
 TP0728
 TP0728  HISTORY     - Date     Condition        Report By
 TP0728  HISTORY     - 1954     MONUMENTED       USGS
 TP0728  HISTORY     - 1959     GOOD             NGS
 TP0728
 TP0728                          STATION DESCRIPTION
 TP0728
 TP0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0728'2.35 MI NW FROM CONCONULLY.
 TP0728'2.35 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0728'CONCONULLY, 0.17 MILE SOUTHEAST OF THE JUNCTION OF A TRACK ROAD
 TP0728'LEADING NORTHWEST TO ORIOLE CAMP GROUND, ON THE SOUTHWEST SLOPE OF A
 TP0728'HILL, IN TOP OF A 3-BY 5-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 1
 TP0728'1/2 FEET ABOVE THE GROUND, 256 FEET NORTHEAST OF THE CENTER LINE OF
 TP0728'THE ROAD, 2.8 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 14 FEET
 TP0728'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1298 ***********************************************************************
 RZ1298  DESIGNATION -  2 LC
 RZ1298  PID         -  RZ1298
 RZ1298  STATE/COUNTY-  WA/GARFIELD
 RZ1298  USGS QUAD   -  GOULD CITY (1981)
 RZ1298
 RZ1298                         *CURRENT SURVEY CONTROL
 RZ1298  ___________________________________________________________________
 RZ1298* NAD 83(1986)-  46 31 13.     (N)    117 34 12.     (W)     SCALED    
 RZ1298* NAVD 88     -       653.677  (meters)    2144.61   (feet)  ADJUSTED  
 RZ1298  ___________________________________________________________________
 RZ1298  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 RZ1298  DYNAMIC HT  -         653.658 (meters)    2144.54  (feet)  COMP
 RZ1298  MODELED GRAV-     980,563.7   (mgal)                       NAVD 88
 RZ1298
 RZ1298  VERT ORDER  -  SECOND    CLASS 0
 RZ1298
 RZ1298.The horizontal coordinates were scaled from a topographic map and have
 RZ1298.an estimated accuracy of +/- 6 seconds.
 RZ1298
 RZ1298.The orthometric height was determined by differential leveling
 RZ1298.and adjusted by the National Geodetic Survey in June 1991..
 RZ1298
 RZ1298.The geoid height was determined by GEOID03.
 RZ1298
 RZ1298.The dynamic height is computed by dividing the NAVD 88
 RZ1298.geopotential number by the normal gravity value computed on the
 RZ1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1298.degrees latitude (g = 980.6199 gals.).
 RZ1298
 RZ1298.The modeled gravity was interpolated from observed gravity values.
 RZ1298
 RZ1298;                    North         East    Units  Estimated Accuracy
 RZ1298;SPC WA S     -   136,100.      724,760.      MT  (+/- 180 meters Scaled)
 RZ1298
 RZ1298                          SUPERSEDED SURVEY CONTROL
 RZ1298
 RZ1298  NGVD 29 (??/??/92)  652.698  (m)         2141.39   (f) ADJ UNCH    2 0
 RZ1298
 RZ1298.Superseded values are not recommended for survey control.
 RZ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1298.See file dsdata.txt to determine how the superseded data were derived.
 RZ1298
 RZ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM562520(NAD 83)
 RZ1298_MARKER: DD = SURVEY DISK
 RZ1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1298_STAMPING: 2142 2 LC 1948
 RZ1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1298+STABILITY: SURFACE MOTION
 RZ1298
 RZ1298  HISTORY     - Date     Condition        Report By
 RZ1298  HISTORY     - 1948     MONUMENTED       USGS
 RZ1298  HISTORY     - 1959     GOOD             NGS
 RZ1298
 RZ1298                          STATION DESCRIPTION
 RZ1298
 RZ1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ1298'5.4 MI NE FROM POMEROY.
 RZ1298'1.7 MILES EAST ALONG U. S. HIGHWAY 410 FROM THE COURTHOUSE AT POMEROY,
 RZ1298'THENCE 3.7 MILES NORTH ALONG GOULD CITY-MAYVIEW ROAD, AT THE CREST OF
 RZ1298'A HILL, AT THE SOUTHWEST SIDE OF A CULTIVATED FIELD, 91 FEET SOUTHEAST
 RZ1298'OF THE CENTER LINE OF A FARM ROAD LEADING NORTHEAST INTO THE FIELD, 33
 RZ1298'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 4.7 FEET SOUTHWEST OF A
 RZ1298'FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 RZ1298'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 RZ1298'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0044 ***********************************************************************
 TQ0044  DESIGNATION -  2 M
 TQ0044  PID         -  TQ0044
 TQ0044  STATE/COUNTY-  WA/OKANOGAN
 TQ0044  USGS QUAD   -  WINTHROP (1969)
 TQ0044
 TQ0044                         *CURRENT SURVEY CONTROL
 TQ0044  ___________________________________________________________________
 TQ0044* NAD 83(1986)-  48 28 38.     (N)    120 11 12.     (W)     SCALED    
 TQ0044* NAVD 88     -       538.157  (meters)    1765.60   (feet)  ADJUSTED  
 TQ0044  ___________________________________________________________________
 TQ0044  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 TQ0044  DYNAMIC HT  -         538.216 (meters)    1765.80  (feet)  COMP
 TQ0044  MODELED GRAV-     980,704.7   (mgal)                       NAVD 88
 TQ0044
 TQ0044  VERT ORDER  -  FIRST     CLASS II
 TQ0044
 TQ0044.The horizontal coordinates were scaled from a topographic map and have
 TQ0044.an estimated accuracy of +/- 6 seconds.
 TQ0044
 TQ0044.The orthometric height was determined by differential leveling
 TQ0044.and adjusted by the National Geodetic Survey in June 1991..
 TQ0044.WARNING-Repeat measurements at this control monument indicate possible
 TQ0044.vertical movement.
 TQ0044
 TQ0044.The geoid height was determined by GEOID03.
 TQ0044
 TQ0044.The dynamic height is computed by dividing the NAVD 88
 TQ0044.geopotential number by the normal gravity value computed on the
 TQ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0044.degrees latitude (g = 980.6199 gals.).
 TQ0044
 TQ0044.The modeled gravity was interpolated from observed gravity values.
 TQ0044
 TQ0044;                    North         East    Units  Estimated Accuracy
 TQ0044;SPC WA N     -   164,450.      547,810.      MT  (+/- 180 meters Scaled)
 TQ0044
 TQ0044                          SUPERSEDED SURVEY CONTROL
 TQ0044
 TQ0044.No superseded survey control is available for this station.
 TQ0044
 TQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU079731(NAD 83)
 TQ0044_MARKER: DD = SURVEY DISK
 TQ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0044_STAMPING: 1767 2 M 1934
 TQ0044_MARK LOGO: USGS  
 TQ0044_PROJECTION: PROJECTING 3 CENTIMETERS
 TQ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0044+STABILITY: SURFACE MOTION
 TQ0044
 TQ0044  HISTORY     - Date     Condition        Report By
 TQ0044  HISTORY     - 1934     MONUMENTED       USGS
 TQ0044  HISTORY     - 1958     GOOD             NGS
 TQ0044  HISTORY     - 1982     GOOD             NGS
 TQ0044
 TQ0044                          STATION DESCRIPTION
 TQ0044
 TQ0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0044'IN WINTHROP.
 TQ0044'AT WINTHROP, ALONG STATE HIGHWAY 16, ON THE LAWN OF THE WINTHROP
 TQ0044'RANGER STATION, 105 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE
 TQ0044'BRIDGE DECK OF THE UPPER BRIDGE OVER THE METHOW RIVER, 41 FEET
 TQ0044'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 51 FEET NORTH OF THE
 TQ0044'NORTH CORNER OF THE FOREST SERVICE GARAGE, 18 FEET EAST OF A FIRE
 TQ0044'HYDRANT, 2.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FOURTH
 TQ0044'STONE FENCE POST WEST OF THE ENTRANCE TO THE RANGER STATION, ABOUT 2
 TQ0044'FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 TQ0044'PROJECTING 3 INCHES.
 TQ0044
 TQ0044                          STATION RECOVERY (1982)
 TQ0044
 TQ0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0044'RECOVERED IN GOOD CONDITION. NOTE--HIGHWAY 16 IS NOW HIGHWAY 20.
 TQ0044'THE MARK IS 0.8 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4210 ***********************************************************************
 RD4210  DESIGNATION -  2 N 3 E 35
 RD4210  PID         -  RD4210
 RD4210  STATE/COUNTY-  WA/CLARK
 RD4210  USGS QUAD   -  CAMAS (1993)
 RD4210
 RD4210                         *CURRENT SURVEY CONTROL
 RD4210  ___________________________________________________________________
 RD4210* NAD 83(1998)-  45 36 41.02155(N)    122 24 29.44432(W)     ADJUSTED  
 RD4210* NAVD 88     -        75.3    (meters)     247.     (feet)  VERTCON   
 RD4210  ___________________________________________________________________
 RD4210  X           -  -2,395,322.847 (meters)                     COMP
 RD4210  Y           -  -3,773,234.173 (meters)                     COMP
 RD4210  Z           -   4,535,176.166 (meters)                     COMP
 RD4210  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 RD4210  ELLIP HEIGHT-          52.88  (meters)          (06/26/02) GPS OBS
 RD4210  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 RD4210
 RD4210  HORZ ORDER  -  SECOND
 RD4210  ELLP ORDER  -  FOURTH    CLASS I
 RD4210
 RD4210.The horizontal coordinates were established by GPS observations
 RD4210.and adjusted by the National Geodetic Survey in June 2002..
 RD4210.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RD4210.DATUM ITEM on the data sheet items page.
 RD4210
 RD4210.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4210
 RD4210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD4210
 RD4210.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4210
 RD4210.The ellipsoidal height was determined by GPS observations
 RD4210.and is referenced to NAD 83.
 RD4210
 RD4210.The geoid height was determined by GEOID03.
 RD4210
 RD4210;                    North         East     Units Scale Factor Converg.
 RD4210;SPC WA S     -    32,707.640   351,160.733   MT  1.00005768   -1 23 09.9
 RD4210;SPC WA S     -   107,308.32  1,152,099.84   sFT  1.00005768   -1 23 09.9
 RD4210;SPC OR N     -   217,861.579 2,351,179.889   MT  0.99992440   -1 21 11.7
 RD4210;SPC OR N     -   714,768.96  7,713,844.78   iFT  0.99992440   -1 21 11.7
 RD4210;UTM  10      - 5,051,042.585   546,145.803   MT  0.99962618   +0 25 22.5
 RD4210
 RD4210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4210!SPC WA S     -   0.99999171  x   1.00005768  =   1.00004939
 RD4210!SPC OR N     -   0.99999171  x   0.99992440  =   0.99991611
 RD4210!UTM  10      -   0.99999171  x   0.99962618  =   0.99961789
 RD4210
 RD4210                          SUPERSEDED SURVEY CONTROL
 RD4210
 RD4210  NAD 83(1991)-  45 36 41.01881(N)    122 24 29.44432(W) AD(       ) 2
 RD4210  NAD 83(1991)-  45 36 41.01881(N)    122 24 29.44432(W) AD(       ) 2
 RD4210  ELLIP H (10/15/91)   53.06   (m)                       GP(       ) 4 1
 RD4210  NAD 83(1986)-  45 36 41.03447(N)    122 24 29.44525(W) AD(       ) 2
 RD4210  NGVD 29 (08/07/90)   74.3    (m)          244.     (f) GPS OBS        
 RD4210
 RD4210.Superseded values are not recommended for survey control.
 RD4210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4210.See file dsdata.txt to determine how the superseded data were derived.
 RD4210
 RD4210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4614651043(NAD 83)
 RD4210_MARKER: DD = SURVEY DISK
 RD4210_SETTING: 0 = UNSPECIFIED SETTING
 RD4210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RD4210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4210+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RD4210
 RD4210  HISTORY     - Date     Condition        Report By
 RD4210  HISTORY     - 1987     MONUMENTED       USFS
 RD4210  HISTORY     - 20040705 MARK NOT FOUND   USPSQD
 RD4210
 RD4210                          STATION DESCRIPTION
 RD4210
 RD4210'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RD4210'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF PORTLAND, 9 MILES
 RD4210'EAST OF VANCOUVER AND 2 MILES NORTH OF CAMAS ALONG A STATE HIGHWAY
 RD4210'RIGHT OF WAY.
 RD4210'
 RD4210'TO REACH THE STATION FROM MILEPOST 14.5 OF WASHINGTON STATE HIGHWAY 14
 RD4210'IN CAMAS GO NORTHERLY ON STATE HIGHWAY 500 FOR 1.1 MILE TO A TRAFFIC
 RD4210'LIGHT. TURN RIGHT AND GO 0.15 MILE TO THE NEXT LIGHT, TURN LEFT AND GO
 RD4210'0.35 MILE TO A STOP SIGN.  TURN RIGHT AND GO 1.4 MILES TO A SIDE ROAD
 RD4210'LEFT(SE LEADBETTER RD.).  THE MONUMENT IS NEAR THE SW CORNER OF THIS
 RD4210'INTERSECTION.
 RD4210'
 RD4210'THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM SURVEY DISK STAMPED---
 RD4210'---USDA-FS GPS 2N3E35 1987---SET ON THE TOP OF A 2-1/2 INCH BY 30
 RD4210'INCH LONG PIPE MONUMENT CENTERED OVER THE TOP OF A 5-1/2 FOOT LONG
 RD4210'STEEL FENCE POST DRIVEN IN THE GROUND. THE PIPE MONUMENT IS
 RD4210'SURROUNDED BY CONCRETE.  IT IS 66.5 FEET SOUTHEAST OF  POLE 24035,
 RD4210'26.1 FEET WEST NORTHWEST OF AN ORANGE SPIKE DRIVEN IN THE BACK OF A
 RD4210'GUARD RAIL POST AND 1.2 FEET WEST OF AN ORANGE FLEXIBLE WITNESS POST.
 RD4210'THE MONUMENT IS FLUSH WITH THE GROUND. NO REFEREENCE MARKS WERE SET.
 RD4210'
 RD4210'THIS STATION SUITABLE FOR GPS SURVEYS.
 RD4210
 RD4210                          STATION RECOVERY (2004)
 RD4210
 RD4210'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0185 ***********************************************************************
 TR0185  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0185  DESIGNATION -  2 RS
 TR0185  PID         -  TR0185
 TR0185  STATE/COUNTY-  WA/SNOHOMISH
 TR0185  USGS QUAD   -  MARYSVILLE (1956)
 TR0185
 TR0185                         *CURRENT SURVEY CONTROL
 TR0185  ___________________________________________________________________
 TR0185* NAD 83(1986)-  48 03 09.     (N)    122 10 42.     (W)     SCALED    
 TR0185* NAVD 88     -         6.487  (meters)      21.28   (feet)  ADJUSTED  
 TR0185  ___________________________________________________________________
 TR0185  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 TR0185  DYNAMIC HT  -           6.488 (meters)      21.29  (feet)  COMP
 TR0185  MODELED GRAV-     980,768.8   (mgal)                       NAVD 88
 TR0185
 TR0185  VERT ORDER  -  FIRST     CLASS I
 TR0185
 TR0185.The horizontal coordinates were scaled from a topographic map and have
 TR0185.an estimated accuracy of +/- 6 seconds.
 TR0185
 TR0185.The orthometric height was determined by differential leveling
 TR0185.and adjusted by the National Geodetic Survey in June 1991..
 TR0185
 TR0185.This Tidal Bench Mark is designated as VM 9206
 TR0185.by the Center for Operational Oceanographic Products and Services.
 TR0185
 TR0185.The geoid height was determined by GEOID03.
 TR0185
 TR0185.The dynamic height is computed by dividing the NAVD 88
 TR0185.geopotential number by the normal gravity value computed on the
 TR0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0185.degrees latitude (g = 980.6199 gals.).
 TR0185
 TR0185.The modeled gravity was interpolated from observed gravity values.
 TR0185
 TR0185;                    North         East    Units  Estimated Accuracy
 TR0185;SPC WA N     -   117,900.      399,740.      MT  (+/- 180 meters Scaled)
 TR0185
 TR0185                          SUPERSEDED SURVEY CONTROL
 TR0185
 TR0185  NGVD 29 (??/??/92)    5.356  (m)           17.57   (f) ADJ UNCH    1 1
 TR0185
 TR0185.Superseded values are not recommended for survey control.
 TR0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0185.See file dsdata.txt to determine how the superseded data were derived.
 TR0185
 TR0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU612224(NAD 83)
 TR0185_MARKER: DD = SURVEY DISK
 TR0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0185_STAMPING: 2 RS 17.5 1940
 TR0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0185+STABILITY: SURFACE MOTION
 TR0185
 TR0185  HISTORY     - Date     Condition        Report By
 TR0185  HISTORY     - 1940     MONUMENTED       USGS
 TR0185  HISTORY     - 1973     GOOD             NGS
 TR0185  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 TR0185  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 TR0185
 TR0185                          STATION DESCRIPTION
 TR0185
 TR0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0185'IN MARYSVILLE.
 TR0185'AT MARYSVILLE, AT THE SOUTHWEST CORNER OF THE JUNCTION OF 5TH STREET
 TR0185'AND DELTA AVENUE, 40.0 FEET WEST OF THE WEST CURB OF THE AVENUE, 23.0
 TR0185'FEET SOUTH OF THE SOUTH CURB OF THE STREET, 8.2 FEET NORTHWEST OF THE
 TR0185'NORTHEAST CORNER OF A RESIDENCE AT 1328 5TH STREET, 5.7 FEET NORTH OF
 TR0185'THE NORTH FACE OF THE CONCRETE HOUSE FOUNDATION, 4.9 FEET EAST OF THE
 TR0185'NORTHEAST CORNER OF THE PORCH, SET IN THE TOP OF A CONCRETE POST
 TR0185'PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT 1/2 FOOT HIGHER THAN
 TR0185'THE AVENUE.  SEC 28, T 30N, R 5E.
 TR0185
 TR0185                          STATION RECOVERY (1983)
 TR0185
 TR0185'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TR0185'MARK NOT FOUND.
 TR0185
 TR0185                          STATION RECOVERY (1991)
 TR0185
 TR0185'RECOVERY NOTE BY US POWER SQUADRON 1991 (TAT)
 TR0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0968 ***********************************************************************
 SY0968  DESIGNATION -  2 USN
 SY0968  PID         -  SY0968
 SY0968  STATE/COUNTY-  WA/KITSAP
 SY0968  USGS QUAD   -  SUQUAMISH (1981)
 SY0968
 SY0968                         *CURRENT SURVEY CONTROL
 SY0968  ___________________________________________________________________
 SY0968* NAD 83(1986)-  47 42 08.     (N)    122 37 11.     (W)     SCALED    
 SY0968* NAVD 88     -        11.571  (meters)      37.96   (feet)  POSTED    
 SY0968  ___________________________________________________________________
 SY0968  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SY0968  DYNAMIC HT  -          11.570 (meters)      37.96  (feet)  COMP
 SY0968  MODELED GRAV-     980,772.7   (mgal)                       NAVD 88
 SY0968
 SY0968  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0968
 SY0968.The horizontal coordinates were scaled from a topographic map and have
 SY0968.an estimated accuracy of +/- 6 seconds.
 SY0968
 SY0968.The orthometric height was determined by differential leveling
 SY0968.and adjusted by the National Geodetic Survey in 1992..
 SY0968.No vertical observational check was made to the station.
 SY0968.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0968.was located on a no-check spur therefore a value was not computed.
 SY0968
 SY0968.The geoid height was determined by GEOID03.
 SY0968
 SY0968.The dynamic height is computed by dividing the NAVD 88
 SY0968.geopotential number by the normal gravity value computed on the
 SY0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0968.degrees latitude (g = 980.6199 gals.).
 SY0968
 SY0968.The modeled gravity was interpolated from observed gravity values.
 SY0968
 SY0968;                    North         East    Units  Estimated Accuracy
 SY0968;SPC WA N     -    79,630.      365,940.      MT  (+/- 180 meters Scaled)
 SY0968
 SY0968                          SUPERSEDED SURVEY CONTROL
 SY0968
 SY0968  NGVD 29 (??/??/??)   10.496  (m)           34.44   (f) ADJUSTED    1 2
 SY0968
 SY0968.Superseded values are not recommended for survey control.
 SY0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0968.See file dsdata.txt to determine how the superseded data were derived.
 SY0968
 SY0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET285832(NAD 83)
 SY0968_MARKER: B = BOLT
 SY0968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0968_SP_SET: MANHOLE
 SY0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0968
 SY0968  HISTORY     - Date     Condition        Report By
 SY0968  HISTORY     - UNK      MONUMENTED       DOD
 SY0968  HISTORY     - 1944     GOOD             CGS
 SY0968
 SY0968                          STATION DESCRIPTION
 SY0968
 SY0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0968'IN KEYPORT.
 SY0968'AT KEYPORT, KITSAP COUNTY, AT THE NAVAL TORPEDO STATION, AT THE
 SY0968'INTERSECTION OF THE CENTERLINES OF FIRST STREET, C STREET, AND PIER 2,
 SY0968'AND IN A MANHOLE.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB7614 ***********************************************************************
 AB7614  DESIGNATION -  2 W 27
 AB7614  PID         -  AB7614
 AB7614  STATE/COUNTY-  WA/BENTON
 AB7614  USGS QUAD   -  GABLE BUTTE (1986)
 AB7614
 AB7614                         *CURRENT SURVEY CONTROL
 AB7614  ___________________________________________________________________
 AB7614* NAD 83(1986)-  46 33 13.     (N)    119 37 05.     (W)     SCALED    
 AB7614* NAVD 88     -       219.661  (meters)     720.67   (feet)  ADJUSTED  
 AB7614  ___________________________________________________________________
 AB7614  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB7614  DYNAMIC HT  -         219.675 (meters)     720.72  (feet)  COMP
 AB7614  MODELED GRAV-     980,675.2   (mgal)                       NAVD 88
 AB7614
 AB7614  VERT ORDER  -  SECOND    CLASS II
 AB7614
 AB7614.The horizontal coordinates were scaled from a topographic map and have
 AB7614.an estimated accuracy of +/- 6 seconds.
 AB7614
 AB7614.The orthometric height was determined by differential leveling
 AB7614.and adjusted by the National Geodetic Survey in January 1997..
 AB7614
 AB7614.The geoid height was determined by GEOID03.
 AB7614
 AB7614.The dynamic height is computed by dividing the NAVD 88
 AB7614.geopotential number by the normal gravity value computed on the
 AB7614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7614.degrees latitude (g = 980.6199 gals.).
 AB7614
 AB7614.The modeled gravity was interpolated from observed gravity values.
 AB7614
 AB7614;                    North         East    Units  Estimated Accuracy
 AB7614;SPC WA S     -   136,010.      567,630.      MT  (+/- 180 meters Scaled)
 AB7614
 AB7614                          SUPERSEDED SURVEY CONTROL
 AB7614
 AB7614.No superseded survey control is available for this station.
 AB7614
 AB7614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM993588(NAD 83)
 AB7614_MARKER: DD = SURVEY DISK
 AB7614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7614_STAMPING: 2W-27
 AB7614_MARK LOGO: NONE  
 AB7614_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7614+STABILITY: SURFACE MOTION
 AB7614
 AB7614  HISTORY     - Date     Condition        Report By
 AB7614  HISTORY     - UNK      MONUMENTED       RBNF
 AB7614  HISTORY     - 19930122 GOOD             CHANCE
 AB7614
 AB7614                          STATION DESCRIPTION
 AB7614
 AB7614'DESCRIBED BY JE CHANCE AND ASSOCIATES 1993 (SDC)
 AB7614'THE STATION IS APPROXIMATELY 26 MI (41.84 KM) NORTHWEST OF RICHLAND,
 AB7614'WA. TO REACH THE STATION FROM THE YAKIMA BARRICADE AT THE WEST
 AB7614'ENTRANCE OF THE HANFORD RESERVATION, PROCEED EAST ON RTE. 11 FOR 5.7
 AB7614'MI (9.17 KM) TO RTE. 3, TURN RIGHT AND PROCEED SOUTH 1.6 MI (2.57 KM)
 AB7614'TO 200 WEST SECURITY GATE AND 20TH STREET, TURN RIGHT AND PROCEED WEST
 AB7614'THROUGH SECURITY GATE FOR 0.4 MI (0.64 KM) TO AN INTERSECTION WITH
 AB7614'BELOIT AVENUE, AND THE STATION AT THE NORTHWEST CORNER OF THE
 AB7614'INTERSECTION,  90 FT (27.43 M) WEST OF THE WEST EDGE OF BELOIT AVENUE,
 AB7614'40.0 FT (12.19 M) NORTH OF THE NORTH EDGE OF 23RD STREET, 33 FT (10.06
 AB7614'M) EAST OF POWER POLE 8EX272, AND 1.6 FT (0.49 M) WEST OF A CARSONITE
 AB7614'WITNESS POST, AND STATION PROJECTS 0.3 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB7616 ***********************************************************************
 AB7616  DESIGNATION -  2 W 38
 AB7616  PID         -  AB7616
 AB7616  STATE/COUNTY-  WA/BENTON
 AB7616  USGS QUAD   -  RIVERLAND (1986)
 AB7616
 AB7616                         *CURRENT SURVEY CONTROL
 AB7616  ___________________________________________________________________
 AB7616* NAD 83(1986)-  46 32 37.     (N)    119 38 20.     (W)     SCALED    
 AB7616* NAVD 88     -       203.278  (meters)     666.92   (feet)  ADJUSTED  
 AB7616  ___________________________________________________________________
 AB7616  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB7616  DYNAMIC HT  -         203.290 (meters)     666.96  (feet)  COMP
 AB7616  MODELED GRAV-     980,667.9   (mgal)                       NAVD 88
 AB7616
 AB7616  VERT ORDER  -  SECOND    CLASS II
 AB7616
 AB7616.The horizontal coordinates were scaled from a topographic map and have
 AB7616.an estimated accuracy of +/- 6 seconds.
 AB7616
 AB7616.The orthometric height was determined by differential leveling
 AB7616.and adjusted by the National Geodetic Survey in January 1997..
 AB7616
 AB7616.The geoid height was determined by GEOID03.
 AB7616
 AB7616.The dynamic height is computed by dividing the NAVD 88
 AB7616.geopotential number by the normal gravity value computed on the
 AB7616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7616.degrees latitude (g = 980.6199 gals.).
 AB7616
 AB7616.The modeled gravity was interpolated from observed gravity values.
 AB7616
 AB7616;                    North         East    Units  Estimated Accuracy
 AB7616;SPC WA S     -   134,880.      566,040.      MT  (+/- 180 meters Scaled)
 AB7616
 AB7616                          SUPERSEDED SURVEY CONTROL
 AB7616
 AB7616.No superseded survey control is available for this station.
 AB7616
 AB7616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM976578(NAD 83)
 AB7616_MARKER: DB = BENCH MARK DISK
 AB7616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7616_STAMPING: 2W-38
 AB7616_MARK LOGO: NONE  
 AB7616_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7616+STABILITY: SURFACE MOTION
 AB7616
 AB7616  HISTORY     - Date     Condition        Report By
 AB7616  HISTORY     - UNK      MONUMENTED       RBNF
 AB7616  HISTORY     - 19930122 GOOD             CHANCE
 AB7616
 AB7616                          STATION DESCRIPTION
 AB7616
 AB7616'DESCRIBED BY JE CHANCE AND ASSOCIATES 1993 (SDC)
 AB7616'THE STATION IS APPROXIMATELY 27 MI (43.45 KM) NORTHWEST OF RICHLAND,
 AB7616'WA. TO REACH THE STATION FROM THE YAKIMA BARRICADE AT THE WEST
 AB7616'ENTRANCE OF THE HANFORD RESERVATION, PROCEED EAST ON RTE. 11 FOR 5.7
 AB7616'MI (9.17 KM) TO RTE. 3, TURN RIGHT AND PROCEED SOUTH 1.6 MI (2.57 KM)
 AB7616'TO 200 WEST SECURITY GATE, AND 20TH STREET, TURN RIGHT AND PROCEED
 AB7616'WEST THROUGH SECURITY GATE 0.4 MI (0.64 KM) TO THE INTERSECTION WITH
 AB7616'BELOIT AVENUE, TURN LEFT AND PROCEED SOUTH ON BELOIT AVENUE FOR 0.6 MI
 AB7616'(0.97 KM) TO THE INTERSECTION WITH 16TH STREET, TURN RIGHT ON 16TH
 AB7616'STREET AND PROCEED WEST 1.0 MI (1.61 KM) TO THE INTERSECTION WITH
 AB7616'DAYTON AVENUE AND THE STATION ON LEFT, IN THE SOUTHEAST CORNER OF THE
 AB7616'INTERSECTION,  141.0 FT (42.98 M) SOUTH OF THE SOUTH EDGE OF 16TH
 AB7616'STREET, 134 FT (40.84 M) EAST OF THE EAST EDGE OF DAYTON AVENUE AND
 AB7616'2.8 FT (0.85 M) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB7615 ***********************************************************************
 AB7615  DESIGNATION -  2 W 43
 AB7615  PID         -  AB7615
 AB7615  STATE/COUNTY-  WA/BENTON
 AB7615  USGS QUAD   -  GABLE BUTTE (1986)
 AB7615
 AB7615                         *CURRENT SURVEY CONTROL
 AB7615  ___________________________________________________________________
 AB7615* NAD 83(1986)-  46 32 37.     (N)    119 37 05.     (W)     SCALED    
 AB7615* NAVD 88     -       213.065  (meters)     699.03   (feet)  ADJUSTED  
 AB7615  ___________________________________________________________________
 AB7615  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB7615  DYNAMIC HT  -         213.079 (meters)     699.08  (feet)  COMP
 AB7615  MODELED GRAV-     980,673.4   (mgal)                       NAVD 88
 AB7615
 AB7615  VERT ORDER  -  SECOND    CLASS II
 AB7615
 AB7615.The horizontal coordinates were scaled from a topographic map and have
 AB7615.an estimated accuracy of +/- 6 seconds.
 AB7615
 AB7615.The orthometric height was determined by differential leveling
 AB7615.and adjusted by the National Geodetic Survey in January 1997..
 AB7615
 AB7615.The geoid height was determined by GEOID03.
 AB7615
 AB7615.The dynamic height is computed by dividing the NAVD 88
 AB7615.geopotential number by the normal gravity value computed on the
 AB7615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7615.degrees latitude (g = 980.6199 gals.).
 AB7615
 AB7615.The modeled gravity was interpolated from observed gravity values.
 AB7615
 AB7615;                    North         East    Units  Estimated Accuracy
 AB7615;SPC WA S     -   134,900.      567,640.      MT  (+/- 180 meters Scaled)
 AB7615
 AB7615                          SUPERSEDED SURVEY CONTROL
 AB7615
 AB7615.No superseded survey control is available for this station.
 AB7615
 AB7615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM992577(NAD 83)
 AB7615_MARKER: DD = SURVEY DISK
 AB7615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7615_STAMPING: 2W-43
 AB7615_MARK LOGO: NONE  
 AB7615_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7615+STABILITY: SURFACE MOTION
 AB7615
 AB7615  HISTORY     - Date     Condition        Report By
 AB7615  HISTORY     - UNK      MONUMENTED       RBNF
 AB7615  HISTORY     - 19930122 GOOD             CHANCE
 AB7615
 AB7615                          STATION DESCRIPTION
 AB7615
 AB7615'DESCRIBED BY JE CHANCE AND ASSOCIATES 1993 (SDC)
 AB7615'THE STATION IS LOCATED APPROXIMATELY 26 MI (41.84 KM) NORTHWEST OF
 AB7615'RICHLAND, WA. TO REACH THE STATION FROM THE YAKIMA BARRICADE AT THE
 AB7615'WEST ENTRANCE OF THE HANFORD RESRVATION, PROCEED EAST ON RTE. 11 FOR
 AB7615'5.7 MI (9.17 KM) TO RTE. 3, TURN RIGHT AND PROCEED SOUTH 1.6 MI (2.57
 AB7615'KM) TO 200 WEST SECURITY GATE AND 20TH STREET, TURN RIGHT AND PROCEED
 AB7615'WEST THROUGH SECURITY GATE 0.4 MI (0.64 KM) TO THE INTERSECTION WITH
 AB7615'BELOIT AVENUE , TURN LEFT AND PROCEED SOUTH ON BELOIT AVENUE FOR 0.6
 AB7615'MI (0.97 KM) TO THE INTERSECTION WITH 16TH STREET, AND THE STATION
 AB7615'LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION. THE STATION IS
 AB7615'139.0 FT (42.37 M) SOUTH OF THE SOUTH EDGE OF 16TH STREET, 91.4 FT
 AB7615'(27.86 M) WEST OF THE WEST EDGE OF BELOIT AVENUE, 2.4 FT (0.73 M)
 AB7615'NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND 2.2 FT (0.67 M)
 AB7615'NORTH-NORTHWEST OF A STEEL FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0451 ***********************************************************************
 SY0451  DESIGNATION -  2 WAHC
 SY0451  PID         -  SY0451
 SY0451  STATE/COUNTY-  WA/KING
 SY0451  USGS QUAD   -  POVERTY BAY (1994)
 SY0451
 SY0451                         *CURRENT SURVEY CONTROL
 SY0451  ___________________________________________________________________
 SY0451* NAD 83(1991)-  47 35 28.55068(N)    122 19 16.67775(W)     ADJUSTED  
 SY0451* NAVD 88     -        22.093  (meters)      72.48   (feet)  ADJUSTED  
 SY0451  ___________________________________________________________________
 SY0451  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 SY0451  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY0451  DYNAMIC HT  -          22.096 (meters)      72.49  (feet)  COMP
 SY0451  MODELED GRAV-     980,717.9   (mgal)                       NAVD 88
 SY0451
 SY0451  HORZ ORDER  -  SECOND
 SY0451  VERT ORDER  -  SECOND    CLASS 0
 SY0451
 SY0451.The horizontal coordinates were established by classical geodetic methods
 SY0451.and adjusted by the National Geodetic Survey in December 1991..
 SY0451
 SY0451.The orthometric height was determined by differential leveling
 SY0451.and adjusted by the National Geodetic Survey in June 1991..
 SY0451
 SY0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0451
 SY0451.The geoid height was determined by GEOID03.
 SY0451
 SY0451.The dynamic height is computed by dividing the NAVD 88
 SY0451.geopotential number by the normal gravity value computed on the
 SY0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0451.degrees latitude (g = 980.6199 gals.).
 SY0451
 SY0451.The modeled gravity was interpolated from observed gravity values.
 SY0451
 SY0451;                    North         East     Units Scale Factor Converg.
 SY0451;SPC WA N     -    66,819.824   388,094.493   MT  0.99998423   -1 06 28.2
 SY0451;SPC WA N     -   219,224.71  1,273,273.35   sFT  0.99998423   -1 06 28.2
 SY0451;UTM  10      - 5,271,095.698   551,026.519   MT  0.99963200   +0 30 04.1
 SY0451
 SY0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0451!SPC WA N     -   1.00000024  x   0.99998423  =   0.99998447
 SY0451!UTM  10      -   1.00000024  x   0.99963200  =   0.99963224
 SY0451
 SY0451:                Primary Azimuth Mark                     Grid Az
 SY0451:SPC WA N     -  MARINE 1933                              068 36 14.8
 SY0451:UTM  10      -  MARINE 1933                              066 59 42.5
 SY0451
 SY0451|---------------------------------------------------------------------|
 SY0451| PID    Reference Object                     Distance      Geod. Az  |
 SY0451|                                                           dddmmss.s |
 SY0451| SY4472 MARINE 1933                         432.202 METERS 0672946.6 |
 SY0451| SY0450 3 WAHC                              396.252 METERS 16918     |
 SY0451|---------------------------------------------------------------------|
 SY0451
 SY0451                          SUPERSEDED SURVEY CONTROL
 SY0451
 SY0451  NAD 83(1986)-  47 35 28.54452(N)    122 19 16.68377(W) AD(       ) 2
 SY0451  NAD 27      -  47 35 29.19010(N)    122 19 12.22970(W) AD(       ) 2
 SY0451  NGVD 29 (??/??/??)   20.980  (m)           68.83   (f) ADJUSTED    2 0
 SY0451
 SY0451.Superseded values are not recommended for survey control.
 SY0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0451.See file dsdata.txt to determine how the superseded data were derived.
 SY0451
 SY0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5102771096(NAD 83)
 SY0451_MARKER: DD = SURVEY DISK
 SY0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0451+STABILITY: SURFACE MOTION
 SY0451
 SY0451  HISTORY     - Date     Condition        Report By
 SY0451  HISTORY     - 1957     MONUMENTED       WAHC
 SY0451  HISTORY     - 1958     GOOD             CGS
 SY0451  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0451  HISTORY     - 1962     GOOD             CGS
 SY0451
 SY0451                          STATION DESCRIPTION
 SY0451
 SY0451'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0451'THE STATION IS IN THE SOUTHERN PART OF SEATTLE ON THE WEST SIDE
 SY0451'OF 9TH AVENUE SOUTH.  THE STATION MARK IS AN IRON PIN SET IN A
 SY0451'6-INCH ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE SURFACE
 SY0451'OF THE GROUND.  IT IS IN THE SOUTH EDGE OF A FLOWER-BED, 25 FEET
 SY0451'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 23.8 FEET SOUTHWEST
 SY0451'OF A UTILITY POLE THAT IS MARKED AS A REFERENCE POINT, AND 12
 SY0451'FEET WEST OF THE WEST EDGE OF 9TH AVENUE SOUTH.
 SY0451'
 SY0451'REACHED FROM THE JUNCTION OF DEARBORN STREET AND 9TH AVENUE SOUTH
 SY0451'BY GOING SOUTH ON 9TH AVENUE SOUTH FOR 0.3 MILE.
 SY0451
 SY0451                          STATION RECOVERY (1958)
 SY0451
 SY0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0451'IN SEATTLE.
 SY0451'AT SEATTLE, KING COUNTY, IN THE SOUTHERN PART, ON THE WEST SIDE OF 9TH
 SY0451'AVENUE SOUTH, 25 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 SY0451'23.8 FEET SOUTHWEST OF A UTILITY POLE THAT IS MARKED AS A REFERENCE
 SY0451'POINT, 12 FEET WEST OF THE WEST EDGE OF 9TH AVENUE SOUTH, AND IN THE
 SY0451'SOUTH EDGE OF A FLOWER-BED.  AN IRON PIN SET IN A 6-INCH ROUND
 SY0451'CONCRETE MONUMENT, 2 INCHES BELOW THE SURFACE OF THE GROUND. NOTE--
 SY0451'THIS MARK MAY BE REACHED FROM THE JUNCTION OF DEARBORN STREET AND 9TH
 SY0451'AVENUE SOUTH BY GOING 0.3 MILE SOUTH ALONG 9TH AVENUE SOUTH. NOTE-- IT
 SY0451'IS NEAR THE NORTHEAST CORNER OF LOT NO. 1315 9TH AVE. S., 18.8 FEET
 SY0451'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF WHAT WAS A CONCRETE DRIVEWAY
 SY0451'AND 13.5 FEET EAST OF AN APPLE TREE.
 SY0451
 SY0451                          STATION RECOVERY (1962)
 SY0451
 SY0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0451'THE FOLLOWING ADDITIONAL INFORMATION MAY BE HELPFUL.  IT IS NEAR
 SY0451'THE NORTHEAST CORNER OF LOT NO. 1315 9TH AVE. S., 18.8 FEET
 SY0451'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF WHAT WAS A CONCRETE
 SY0451'DRIVEWAY AND 13.5 FEET EAST OF AN APPLE TREE.
 SY0451
 SY0451                          STATION RECOVERY (1962)
 SY0451
 SY0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0444 ***********************************************************************
 TR0444  DESIGNATION -  20
 TR0444  PID         -  TR0444
 TR0444  STATE/COUNTY-  WA/ISLAND
 TR0444  USGS QUAD   -  OAK HARBOR (1973)
 TR0444
 TR0444                         *CURRENT SURVEY CONTROL
 TR0444  ___________________________________________________________________
 TR0444* NAD 83(1986)-  48 16 52.     (N)    122 37 51.     (W)     SCALED    
 TR0444* NAVD 88     -        11.989  (meters)      39.33   (feet)  ADJUSTED  
 TR0444  ___________________________________________________________________
 TR0444  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 TR0444  DYNAMIC HT  -          11.992 (meters)      39.34  (feet)  COMP
 TR0444  MODELED GRAV-     980,837.7   (mgal)                       NAVD 88
 TR0444
 TR0444  VERT ORDER  -  FIRST     CLASS II
 TR0444
 TR0444.This mark is at Oak Harbor Air Park  (76S)
 TR0444
 TR0444.The horizontal coordinates were scaled from a topographic map and have
 TR0444.an estimated accuracy of +/- 6 seconds.
 TR0444
 TR0444.The orthometric height was determined by differential leveling
 TR0444.and adjusted by the National Geodetic Survey in June 1991..
 TR0444
 TR0444.The geoid height was determined by GEOID03.
 TR0444
 TR0444.The dynamic height is computed by dividing the NAVD 88
 TR0444.geopotential number by the normal gravity value computed on the
 TR0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0444.degrees latitude (g = 980.6199 gals.).
 TR0444
 TR0444.The modeled gravity was interpolated from observed gravity values.
 TR0444
 TR0444;                    North         East    Units  Estimated Accuracy
 TR0444;SPC WA N     -   144,000.      366,610.      MT  (+/- 180 meters Scaled)
 TR0444
 TR0444                          SUPERSEDED SURVEY CONTROL
 TR0444
 TR0444  NGVD 29 (??/??/92)   10.844  (m)           35.58   (f) ADJ UNCH    1 2
 TR0444
 TR0444.Superseded values are not recommended for survey control.
 TR0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0444.See file dsdata.txt to determine how the superseded data were derived.
 TR0444
 TR0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU273476(NAD 83)
 TR0444_MARKER: B = BOLT
 TR0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0444_STAMPING: 20
 TR0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0444+STABILITY: SURFACE MOTION
 TR0444
 TR0444  HISTORY     - Date     Condition        Report By
 TR0444  HISTORY     - UNK      MONUMENTED       DOD
 TR0444  HISTORY     - 1952     GOOD             NGS
 TR0444  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0444
 TR0444                          STATION DESCRIPTION
 TR0444
 TR0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0444'1.4 MI SE FROM OAK HARBOR.
 TR0444'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0444'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0444'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.25 MILE SOUTH
 TR0444'ALONG CORAL SEA AVENUE, THENCE 0.2 MILE SOUTHWEST ALONG THE SOUTHWEST
 TR0444'FORK OF CORAL SEA AVENUE, AT THE Y JUNCTION OF A GRAVELED ROAD LEADING
 TR0444'NORTH, 49.6 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A 3-FOOT
 TR0444'CONCRETE PIPE PROJECTING 1 1/2 FEET ABOVE THE GROUND, 39.0 FEET
 TR0444'SOUTHWEST OF THE CENTER OF THE JUNCTION, 23 FEET WEST OF THE CENTER
 TR0444'LINE OF THE ROAD, 8 FEET NORTH OF A SIGN READING SPEED LIMIT 25 MILES,
 TR0444'0.8 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 TR0444'ENCASED IN A 6-INCH STEEL PIPE WITH A CAST IRON COVER.
 TR0444
 TR0444                          STATION RECOVERY (1973)
 TR0444
 TR0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0268 ***********************************************************************
 TP0268  DESIGNATION -  20 10
 TP0268  PID         -  TP0268
 TP0268  STATE/COUNTY-  WA/FERRY
 TP0268  USGS QUAD   -  REPUBLIC (1992)
 TP0268
 TP0268                         *CURRENT SURVEY CONTROL
 TP0268  ___________________________________________________________________
 TP0268* NAD 83(1986)-  48 38 50.     (N)    118 41 03.     (W)     SCALED    
 TP0268* NAVD 88     -       753.225  (meters)    2471.21   (feet)  ADJUSTED  
 TP0268  ___________________________________________________________________
 TP0268  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 TP0268  DYNAMIC HT  -         753.294 (meters)    2471.43  (feet)  COMP
 TP0268  MODELED GRAV-     980,677.6   (mgal)                       NAVD 88
 TP0268
 TP0268  VERT ORDER  -  FIRST     CLASS II
 TP0268
 TP0268.The horizontal coordinates were scaled from a topographic map and have
 TP0268.an estimated accuracy of +/- 6 seconds.
 TP0268
 TP0268.The orthometric height was determined by differential leveling
 TP0268.and adjusted by the National Geodetic Survey in June 1991..
 TP0268
 TP0268.The geoid height was determined by GEOID03.
 TP0268
 TP0268.The dynamic height is computed by dividing the NAVD 88
 TP0268.geopotential number by the normal gravity value computed on the
 TP0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0268.degrees latitude (g = 980.6199 gals.).
 TP0268
 TP0268.The modeled gravity was interpolated from observed gravity values.
 TP0268
 TP0268;                    North         East    Units  Estimated Accuracy
 TP0268;SPC WA N     -   185,360.      658,340.      MT  (+/- 180 meters Scaled)
 TP0268
 TP0268                          SUPERSEDED SURVEY CONTROL
 TP0268
 TP0268  NGVD 29 (??/??/92)  751.942  (m)         2467.00   (f) ADJ UNCH    1 2
 TP0268
 TP0268.Superseded values are not recommended for survey control.
 TP0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0268.See file dsdata.txt to determine how the superseded data were derived.
 TP0268
 TP0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP759896(NAD 83)
 TP0268_MARKER: DD = SURVEY DISK
 TP0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0268_STAMPING: 2469 20-10 1934
 TP0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0268+STABILITY: SURFACE MOTION
 TP0268
 TP0268  HISTORY     - Date     Condition        Report By
 TP0268  HISTORY     - 1934     MONUMENTED       BPR
 TP0268  HISTORY     - 1946     GOOD             NGS
 TP0268
 TP0268                          STATION DESCRIPTION
 TP0268
 TP0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0268'3.3 MI SE FROM REPUBLIC.
 TP0268'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  0.2 MILE SOUTH
 TP0268'ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0268'80.0 FEET SOUTH OF THE WEST END OF A CORRUGATED STEEL CULVERT WITH A
 TP0268'STONE HEADWALL ON THE EAST END, 50.0 FEET SOUTH OF HIGHWAY STATION
 TP0268'POST NO.30, 40.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 10.0 FEET
 TP0268'EAST OF A WIRE FENCE, 1.6 FEET EAST OF A WITNESS POST, A DISK IN TOP
 TP0268'OF A CONCRETE POST, PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT
 TP0268'6.0 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0269 ***********************************************************************
 TP0269  DESIGNATION -  20 11
 TP0269  PID         -  TP0269
 TP0269  STATE/COUNTY-  WA/FERRY
 TP0269  USGS QUAD   -  REPUBLIC (1992)
 TP0269
 TP0269                         *CURRENT SURVEY CONTROL
 TP0269  ___________________________________________________________________
 TP0269* NAD 83(1986)-  48 38 38.     (N)    118 41 05.     (W)     SCALED    
 TP0269* NAVD 88     -       765.039  (meters)    2509.97   (feet)  ADJUSTED  
 TP0269  ___________________________________________________________________
 TP0269  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 TP0269  DYNAMIC HT  -         765.108 (meters)    2510.19  (feet)  COMP
 TP0269  MODELED GRAV-     980,676.4   (mgal)                       NAVD 88
 TP0269
 TP0269  VERT ORDER  -  FIRST     CLASS II
 TP0269
 TP0269.The horizontal coordinates were scaled from a topographic map and have
 TP0269.an estimated accuracy of +/- 6 seconds.
 TP0269
 TP0269.The orthometric height was determined by differential leveling
 TP0269.and adjusted by the National Geodetic Survey in June 1991..
 TP0269
 TP0269.The geoid height was determined by GEOID03.
 TP0269
 TP0269.The dynamic height is computed by dividing the NAVD 88
 TP0269.geopotential number by the normal gravity value computed on the
 TP0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0269.degrees latitude (g = 980.6199 gals.).
 TP0269
 TP0269.The modeled gravity was interpolated from observed gravity values.
 TP0269
 TP0269;                    North         East    Units  Estimated Accuracy
 TP0269;SPC WA N     -   184,990.      658,310.      MT  (+/- 180 meters Scaled)
 TP0269
 TP0269                          SUPERSEDED SURVEY CONTROL
 TP0269
 TP0269  NGVD 29 (??/??/92)  763.755  (m)         2505.75   (f) ADJ UNCH    1 2
 TP0269
 TP0269.Superseded values are not recommended for survey control.
 TP0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0269.See file dsdata.txt to determine how the superseded data were derived.
 TP0269
 TP0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP759892(NAD 83)
 TP0269_MARKER: DD = SURVEY DISK
 TP0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0269_STAMPING: 2508 20-11 1934
 TP0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0269+STABILITY: SURFACE MOTION
 TP0269
 TP0269  HISTORY     - Date     Condition        Report By
 TP0269  HISTORY     - 1934     MONUMENTED       BPR
 TP0269  HISTORY     - 1946     GOOD             NGS
 TP0269
 TP0269                          STATION DESCRIPTION
 TP0269
 TP0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0269'3.55 MI SE FROM REPUBLIC.
 TP0269'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  0.45 MILE SOUTH
 TP0269'ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0269'AT THE BOTTOM OF A HIGH FILL AND ACROSS THE ROAD FROM THE NORTHWEST
 TP0269'END OF A ROCK CUT, ABOUT 230.0 FEET NORTHWEST OF A FRAME HOUSE, 50.0
 TP0269'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 27.0 FEET NORTHEAST OF A
 TP0269'WIRE FENCE, 13.5 FEET NORTHEAST OF A PINE TREE WITH A TRIANGULAR
 TP0269'BLAZE, A DISK IN TOP OF A CONCRETE POST, PROJECTING 0.2 FOOT ABOVE THE
 TP0269'GROUND, AND ABOUT 18.0 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0270 ***********************************************************************
 TP0270  DESIGNATION -  20 12
 TP0270  PID         -  TP0270
 TP0270  STATE/COUNTY-  WA/FERRY
 TP0270  USGS QUAD   -  REPUBLIC (1992)
 TP0270
 TP0270                         *CURRENT SURVEY CONTROL
 TP0270  ___________________________________________________________________
 TP0270* NAD 83(1986)-  48 38 38.     (N)    118 41 06.     (W)     SCALED    
 TP0270* NAVD 88     -       764.526  (meters)    2508.28   (feet)  ADJUSTED  
 TP0270  ___________________________________________________________________
 TP0270  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 TP0270  DYNAMIC HT  -         764.595 (meters)    2508.51  (feet)  COMP
 TP0270  MODELED GRAV-     980,676.5   (mgal)                       NAVD 88
 TP0270
 TP0270  VERT ORDER  -  FIRST     CLASS II
 TP0270
 TP0270.The horizontal coordinates were scaled from a topographic map and have
 TP0270.an estimated accuracy of +/- 6 seconds.
 TP0270
 TP0270.The orthometric height was determined by differential leveling
 TP0270.and adjusted by the National Geodetic Survey in June 1991..
 TP0270
 TP0270.The geoid height was determined by GEOID03.
 TP0270
 TP0270.The dynamic height is computed by dividing the NAVD 88
 TP0270.geopotential number by the normal gravity value computed on the
 TP0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0270.degrees latitude (g = 980.6199 gals.).
 TP0270
 TP0270.The modeled gravity was interpolated from observed gravity values.
 TP0270
 TP0270;                    North         East    Units  Estimated Accuracy
 TP0270;SPC WA N     -   184,990.      658,290.      MT  (+/- 180 meters Scaled)
 TP0270
 TP0270                          SUPERSEDED SURVEY CONTROL
 TP0270
 TP0270  NGVD 29 (??/??/92)  763.242  (m)         2504.07   (f) ADJ UNCH    1 2
 TP0270
 TP0270.Superseded values are not recommended for survey control.
 TP0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0270.See file dsdata.txt to determine how the superseded data were derived.
 TP0270
 TP0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP758892(NAD 83)
 TP0270_MARKER: DD = SURVEY DISK
 TP0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0270_STAMPING: 2506 20-12 1934
 TP0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0270+STABILITY: SURFACE MOTION
 TP0270
 TP0270  HISTORY     - Date     Condition        Report By
 TP0270  HISTORY     - 1934     MONUMENTED       BPR
 TP0270  HISTORY     - 1946     GOOD             NGS
 TP0270
 TP0270                          STATION DESCRIPTION
 TP0270
 TP0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0270'3.55 MI SE FROM REPUBLIC.
 TP0270'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  0.45 MILE SOUTH
 TP0270'ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0270'AT THE BOTTOM OF A HIGH FILL AND ACROSS THE ROAD FROM THE NORTHWEST
 TP0270'END OF A ROCK CUT, ABOUT 230.0 FEET NORTHWEST OF A FRAME HOUSE, 60.0
 TP0270'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 17.0 FEET NORTHEAST OF A
 TP0270'WIRE FENCE, 3.5 FEET NORTHEAST OF A PINE TREE WITH A TRIANGULAR BLAZE,
 TP0270'A DISK IN TOP OF A CONCRETE POST, PROJECTING 0.2 FOOT ABOVE THE
 TP0270'GROUND, AND ABOUT 18.0 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0272 ***********************************************************************
 TP0272  DESIGNATION -  20 15
 TP0272  PID         -  TP0272
 TP0272  STATE/COUNTY-  WA/FERRY
 TP0272  USGS QUAD   -  REPUBLIC (1992)
 TP0272
 TP0272                         *CURRENT SURVEY CONTROL
 TP0272  ___________________________________________________________________
 TP0272* NAD 83(1986)-  48 38 09.     (N)    118 40 36.     (W)     SCALED    
 TP0272* NAVD 88     -       827.163  (meters)    2713.78   (feet)  ADJUSTED  
 TP0272  ___________________________________________________________________
 TP0272  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TP0272  DYNAMIC HT  -         827.236 (meters)    2714.02  (feet)  COMP
 TP0272  MODELED GRAV-     980,671.7   (mgal)                       NAVD 88
 TP0272
 TP0272  VERT ORDER  -  FIRST     CLASS II
 TP0272
 TP0272.The horizontal coordinates were scaled from a topographic map and have
 TP0272.an estimated accuracy of +/- 6 seconds.
 TP0272
 TP0272.The orthometric height was determined by differential leveling
 TP0272.and adjusted by the National Geodetic Survey in June 1991..
 TP0272
 TP0272.The geoid height was determined by GEOID03.
 TP0272
 TP0272.The dynamic height is computed by dividing the NAVD 88
 TP0272.geopotential number by the normal gravity value computed on the
 TP0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0272.degrees latitude (g = 980.6199 gals.).
 TP0272
 TP0272.The modeled gravity was interpolated from observed gravity values.
 TP0272
 TP0272;                    North         East    Units  Estimated Accuracy
 TP0272;SPC WA N     -   184,110.      658,930.      MT  (+/- 180 meters Scaled)
 TP0272
 TP0272                          SUPERSEDED SURVEY CONTROL
 TP0272
 TP0272  NGVD 29 (??/??/92)  825.880  (m)         2709.57   (f) ADJ UNCH    1 2
 TP0272
 TP0272.Superseded values are not recommended for survey control.
 TP0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0272.See file dsdata.txt to determine how the superseded data were derived.
 TP0272
 TP0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP764883(NAD 83)
 TP0272_MARKER: DD = SURVEY DISK
 TP0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0272_STAMPING: 20-15 1934
 TP0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0272+STABILITY: SURFACE MOTION
 TP0272
 TP0272  HISTORY     - Date     Condition        Report By
 TP0272  HISTORY     - 1934     MONUMENTED       BPR
 TP0272  HISTORY     - 1946     GOOD             NGS
 TP0272
 TP0272                          STATION DESCRIPTION
 TP0272
 TP0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0272'4.25 MI SE FROM REPUBLIC.
 TP0272'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  1.15 MILES SOUTH
 TP0272'ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0272'ABOUT 175.0 FEET NORTH OF A 24-INCH CORRUGATED STEEL CULVERT WITH A
 TP0272'STONE HEADWALL, 130.0 FEET NORTH OF HIGHWAY STATION POST NO.80, 40.0
 TP0272'FEET EAST OF THE CENTERLINE OF THE ROAD, 2.0 FEET WEST OF A WITNESS
 TP0272'POST, A DISK IN TOP OF A CONCRETE POST, PROJECTING 0.2 FOOT ABOVE THE
 TP0272'GROUND, AND ABOUT 14.0 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0271 ***********************************************************************
 TP0271  DESIGNATION -  20 16
 TP0271  PID         -  TP0271
 TP0271  STATE/COUNTY-  WA/FERRY
 TP0271  USGS QUAD   -  REPUBLIC (1992)
 TP0271
 TP0271                         *CURRENT SURVEY CONTROL
 TP0271  ___________________________________________________________________
 TP0271* NAD 83(1986)-  48 38 09.     (N)    118 40 39.     (W)     SCALED    
 TP0271* NAVD 88     -       818.915  (meters)    2686.72   (feet)  ADJUSTED  
 TP0271  ___________________________________________________________________
 TP0271  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TP0271  DYNAMIC HT  -         818.988 (meters)    2686.96  (feet)  COMP
 TP0271  MODELED GRAV-     980,671.9   (mgal)                       NAVD 88
 TP0271
 TP0271  VERT ORDER  -  FIRST     CLASS II
 TP0271
 TP0271.The horizontal coordinates were scaled from a topographic map and have
 TP0271.an estimated accuracy of +/- 6 seconds.
 TP0271
 TP0271.The orthometric height was determined by differential leveling
 TP0271.and adjusted by the National Geodetic Survey in June 1991..
 TP0271
 TP0271.The geoid height was determined by GEOID03.
 TP0271
 TP0271.The dynamic height is computed by dividing the NAVD 88
 TP0271.geopotential number by the normal gravity value computed on the
 TP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0271.degrees latitude (g = 980.6199 gals.).
 TP0271
 TP0271.The modeled gravity was interpolated from observed gravity values.
 TP0271
 TP0271;                    North         East    Units  Estimated Accuracy
 TP0271;SPC WA N     -   184,110.      658,870.      MT  (+/- 180 meters Scaled)
 TP0271
 TP0271                          SUPERSEDED SURVEY CONTROL
 TP0271
 TP0271  NGVD 29 (??/??/92)  817.632  (m)         2682.51   (f) ADJ UNCH    1 2
 TP0271
 TP0271.Superseded values are not recommended for survey control.
 TP0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0271.See file dsdata.txt to determine how the superseded data were derived.
 TP0271
 TP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP764883(NAD 83)
 TP0271_MARKER: DD = SURVEY DISK
 TP0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0271_STAMPING: 2684 20-16 1934
 TP0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0271+STABILITY: SURFACE MOTION
 TP0271
 TP0271  HISTORY     - Date     Condition        Report By
 TP0271  HISTORY     - 1934     MONUMENTED       BPR
 TP0271  HISTORY     - 1946     GOOD             NGS
 TP0271
 TP0271                          STATION DESCRIPTION
 TP0271
 TP0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0271'4.25 MI SE FROM REPUBLIC.
 TP0271'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  1.15 MILES SOUTH
 TP0271'ALONG REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0271'ABOUT 150.0 FEET SOUTH OF THE SOUTH END OF A CUT, 130.0 FEET SOUTH OF
 TP0271'THE MOST SOUTHERLY OF THREE PINE TREES, 130.0 FEET NORTH OF HIGHWAY
 TP0271'STATION POST NO.80, 60.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.5
 TP0271'FEET EAST OF A WITNESS POST, A DISK IN TOP OF A CONCRETE POST,
 TP0271'PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT 10.0 FEET LOWER THAN
 TP0271'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0273 ***********************************************************************
 TP0273  DESIGNATION -  20 16.5
 TP0273  PID         -  TP0273
 TP0273  STATE/COUNTY-  WA/FERRY
 TP0273  USGS QUAD   -  REPUBLIC (1992)
 TP0273
 TP0273                         *CURRENT SURVEY CONTROL
 TP0273  ___________________________________________________________________
 TP0273* NAD 83(1986)-  48 37 53.     (N)    118 40 37.     (W)     SCALED    
 TP0273* NAVD 88     -       816.373  (meters)    2678.38   (feet)  ADJUSTED  
 TP0273  ___________________________________________________________________
 TP0273  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TP0273  DYNAMIC HT  -         816.444 (meters)    2678.62  (feet)  COMP
 TP0273  MODELED GRAV-     980,669.9   (mgal)                       NAVD 88
 TP0273
 TP0273  VERT ORDER  -  FIRST     CLASS II
 TP0273
 TP0273.The horizontal coordinates were scaled from a topographic map and have
 TP0273.an estimated accuracy of +/- 6 seconds.
 TP0273
 TP0273.The orthometric height was determined by differential leveling
 TP0273.and adjusted by the National Geodetic Survey in June 1991..
 TP0273
 TP0273.The geoid height was determined by GEOID03.
 TP0273
 TP0273.The dynamic height is computed by dividing the NAVD 88
 TP0273.geopotential number by the normal gravity value computed on the
 TP0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0273.degrees latitude (g = 980.6199 gals.).
 TP0273
 TP0273.The modeled gravity was interpolated from observed gravity values.
 TP0273
 TP0273;                    North         East    Units  Estimated Accuracy
 TP0273;SPC WA N     -   183,610.      658,920.      MT  (+/- 180 meters Scaled)
 TP0273
 TP0273                          SUPERSEDED SURVEY CONTROL
 TP0273
 TP0273  NGVD 29 (??/??/92)  815.088  (m)         2674.17   (f) ADJ UNCH    1 2
 TP0273
 TP0273.Superseded values are not recommended for survey control.
 TP0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0273.See file dsdata.txt to determine how the superseded data were derived.
 TP0273
 TP0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP764878(NAD 83)
 TP0273_MARKER: DD = SURVEY DISK
 TP0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0273_SP_SET: CULVERT
 TP0273_STAMPING: 2676 20-16.5 1934
 TP0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0273
 TP0273  HISTORY     - Date     Condition        Report By
 TP0273  HISTORY     - 1934     MONUMENTED       BPR
 TP0273  HISTORY     - 1946     GOOD             NGS
 TP0273
 TP0273                          STATION DESCRIPTION
 TP0273
 TP0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0273'4.55 MI SE FROM REPUBLIC.
 TP0273'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  1.45 MILES SOUTH
 TP0273'ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0273'IN TOP OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT, 22.0 FEET WEST
 TP0273'OF THE CENTERLINE OF THE ROAD, 4.2 FEET NORTH OF THE SOUTH END OF THE
 TP0273'HEADWALL, AND ABOUT 3.0 FEET LOWER THAN THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0275 ***********************************************************************
 TP0275  DESIGNATION -  20 17
 TP0275  PID         -  TP0275
 TP0275  STATE/COUNTY-  WA/FERRY
 TP0275  USGS QUAD   -  REPUBLIC (1992)
 TP0275
 TP0275                         *CURRENT SURVEY CONTROL
 TP0275  ___________________________________________________________________
 TP0275* NAD 83(1986)-  48 37 48.     (N)    118 40 37.     (W)     SCALED    
 TP0275* NAVD 88     -       821.429  (meters)    2694.97   (feet)  ADJUSTED  
 TP0275  ___________________________________________________________________
 TP0275  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TP0275  DYNAMIC HT  -         821.499 (meters)    2695.20  (feet)  COMP
 TP0275  MODELED GRAV-     980,669.3   (mgal)                       NAVD 88
 TP0275
 TP0275  VERT ORDER  -  FIRST     CLASS II
 TP0275
 TP0275.The horizontal coordinates were scaled from a topographic map and have
 TP0275.an estimated accuracy of +/- 6 seconds.
 TP0275
 TP0275.The orthometric height was determined by differential leveling
 TP0275.and adjusted by the National Geodetic Survey in June 1991..
 TP0275
 TP0275.The geoid height was determined by GEOID03.
 TP0275
 TP0275.The dynamic height is computed by dividing the NAVD 88
 TP0275.geopotential number by the normal gravity value computed on the
 TP0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0275.degrees latitude (g = 980.6199 gals.).
 TP0275
 TP0275.The modeled gravity was interpolated from observed gravity values.
 TP0275
 TP0275;                    North         East    Units  Estimated Accuracy
 TP0275;SPC WA N     -   183,460.      658,930.      MT  (+/- 180 meters Scaled)
 TP0275
 TP0275                          SUPERSEDED SURVEY CONTROL
 TP0275
 TP0275  NGVD 29 (??/??/92)  820.143  (m)         2690.75   (f) ADJ UNCH    1 2
 TP0275
 TP0275.Superseded values are not recommended for survey control.
 TP0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0275.See file dsdata.txt to determine how the superseded data were derived.
 TP0275
 TP0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP764876(NAD 83)
 TP0275_MARKER: DD = SURVEY DISK
 TP0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0275_STAMPING: 2693 20-17 1934
 TP0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0275+STABILITY: SURFACE MOTION
 TP0275
 TP0275  HISTORY     - Date     Condition        Report By
 TP0275  HISTORY     - 1934     MONUMENTED       BPR
 TP0275  HISTORY     - 1946     GOOD             NGS
 TP0275
 TP0275                          STATION DESCRIPTION
 TP0275
 TP0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0275'4.65 MI SE FROM REPUBLIC.
 TP0275'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  1.55 MILES SOUTH
 TP0275'ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0275'85.0 FEET NORTHWEST OF THE WEST END OF A CONCRETE DAM ACROSS OBRIEN
 TP0275'CREEK, 40.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 45.0 FEET NORTH
 TP0275'OF THE CENTERLINE OF A WOODS ROAD LEADING WEST, 1.4 FEET EAST OF A
 TP0275'WITNESS POST, A DISK IN TOP OF A CONCRETE POST, PROJECTING 0.4 FOOT
 TP0275'ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0274 ***********************************************************************
 TP0274  DESIGNATION -  20 18
 TP0274  PID         -  TP0274
 TP0274  STATE/COUNTY-  WA/FERRY
 TP0274  USGS QUAD   -  REPUBLIC (1992)
 TP0274
 TP0274                         *CURRENT SURVEY CONTROL
 TP0274  ___________________________________________________________________
 TP0274* NAD 83(1986)-  48 37 49.     (N)    118 40 32.     (W)     SCALED    
 TP0274* NAVD 88     -       820.667  (meters)    2692.47   (feet)  ADJUSTED  
 TP0274  ___________________________________________________________________
 TP0274  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TP0274  DYNAMIC HT  -         820.737 (meters)    2692.70  (feet)  COMP
 TP0274  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 TP0274
 TP0274  VERT ORDER  -  FIRST     CLASS II
 TP0274
 TP0274.The horizontal coordinates were scaled from a topographic map and have
 TP0274.an estimated accuracy of +/- 6 seconds.
 TP0274
 TP0274.The orthometric height was determined by differential leveling
 TP0274.and adjusted by the National Geodetic Survey in June 1991..
 TP0274
 TP0274.The geoid height was determined by GEOID03.
 TP0274
 TP0274.The dynamic height is computed by dividing the NAVD 88
 TP0274.geopotential number by the normal gravity value computed on the
 TP0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0274.degrees latitude (g = 980.6199 gals.).
 TP0274
 TP0274.The modeled gravity was interpolated from observed gravity values.
 TP0274
 TP0274;                    North         East    Units  Estimated Accuracy
 TP0274;SPC WA N     -   183,490.      659,030.      MT  (+/- 180 meters Scaled)
 TP0274
 TP0274                          SUPERSEDED SURVEY CONTROL
 TP0274
 TP0274  NGVD 29 (??/??/92)  819.381  (m)         2688.25   (f) ADJ UNCH    1 2
 TP0274
 TP0274.Superseded values are not recommended for survey control.
 TP0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0274.See file dsdata.txt to determine how the superseded data were derived.
 TP0274
 TP0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP765877(NAD 83)
 TP0274_MARKER: DD = SURVEY DISK
 TP0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0274_STAMPING: 2690 20-18 1934
 TP0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0274+STABILITY: SURFACE MOTION
 TP0274
 TP0274  HISTORY     - Date     Condition        Report By
 TP0274  HISTORY     - 1934     MONUMENTED       BPR
 TP0274  HISTORY     - 1946     GOOD             NGS
 TP0274
 TP0274                          STATION DESCRIPTION
 TP0274
 TP0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0274'4.65 MI SE FROM REPUBLIC.
 TP0274'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  1.55 MILES SOUTH
 TP0274'ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0274'60.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 45.0 FEET NORTH OF A
 TP0274'CONCRETE DAM ACROSS OBRIEN CREEK, 17.1 FEET EAST OF A WIRE FENCE, 1.0
 TP0274'FOOT SOUTH OF A WITNESS POST, A DISK IN TOP OF A CONCRETE POST,
 TP0274'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT 2.0 FEET LOWER THAN
 TP0274'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0276 ***********************************************************************
 TP0276  DESIGNATION -  20 20
 TP0276  PID         -  TP0276
 TP0276  STATE/COUNTY-  WA/FERRY
 TP0276  USGS QUAD   -  REPUBLIC (1992)
 TP0276
 TP0276                         *CURRENT SURVEY CONTROL
 TP0276  ___________________________________________________________________
 TP0276* NAD 83(1986)-  48 37 31.     (N)    118 40 30.     (W)     SCALED    
 TP0276* NAVD 88     -       830.097  (meters)    2723.41   (feet)  ADJUSTED  
 TP0276  ___________________________________________________________________
 TP0276  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TP0276  DYNAMIC HT  -         830.166 (meters)    2723.64  (feet)  COMP
 TP0276  MODELED GRAV-     980,666.7   (mgal)                       NAVD 88
 TP0276
 TP0276  VERT ORDER  -  FIRST     CLASS II
 TP0276
 TP0276.The horizontal coordinates were scaled from a topographic map and have
 TP0276.an estimated accuracy of +/- 6 seconds.
 TP0276
 TP0276.The orthometric height was determined by differential leveling
 TP0276.and adjusted by the National Geodetic Survey in June 1991..
 TP0276
 TP0276.The geoid height was determined by GEOID03.
 TP0276
 TP0276.The dynamic height is computed by dividing the NAVD 88
 TP0276.geopotential number by the normal gravity value computed on the
 TP0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0276.degrees latitude (g = 980.6199 gals.).
 TP0276
 TP0276.The modeled gravity was interpolated from observed gravity values.
 TP0276
 TP0276;                    North         East    Units  Estimated Accuracy
 TP0276;SPC WA N     -   182,940.      659,090.      MT  (+/- 180 meters Scaled)
 TP0276
 TP0276                          SUPERSEDED SURVEY CONTROL
 TP0276
 TP0276  NGVD 29 (??/??/92)  828.810  (m)         2719.19   (f) ADJ UNCH    1 2
 TP0276
 TP0276.Superseded values are not recommended for survey control.
 TP0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0276.See file dsdata.txt to determine how the superseded data were derived.
 TP0276
 TP0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP765871(NAD 83)
 TP0276_MARKER: DD = SURVEY DISK
 TP0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0276_STAMPING: 3721 20-20 1934
 TP0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0276+STABILITY: SURFACE MOTION
 TP0276
 TP0276  HISTORY     - Date     Condition        Report By
 TP0276  HISTORY     - 1934     MONUMENTED       BPR
 TP0276  HISTORY     - 1946     GOOD             NGS
 TP0276
 TP0276                          STATION DESCRIPTION
 TP0276
 TP0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0276'5.0 MI SE FROM REPUBLIC.
 TP0276'3.1 MILES EAST ALONG STATE HIGHWAY NO. 4 A, THENCE.  1.9 MILES SOUTH
 TP0276'ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0276'0.25 MILES SOUTHEAST OF THE JUNCTION WITH THE BERGH ROAD, 43.0 FEET
 TP0276'NORTHWEST OF HIGHWAY STATION POST NO.120, 40.0 FEET SOUTHWEST OF THE
 TP0276'CENTERLINE OF THE ROAD, 1.5 FEET NORTHEAST OF A WITNESS POST, A DISK
 TP0276'IN TOP OF A CONCRETE POST, PROJECTING 0.5 FOOT ABOVE THE GROUND, AND
 TP0276'ABOUT 3.0 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0277 ***********************************************************************
 TP0277  DESIGNATION -  20 20.5
 TP0277  PID         -  TP0277
 TP0277  STATE/COUNTY-  WA/FERRY
 TP0277  USGS QUAD   -  BEAR MOUNTAIN (1992)
 TP0277
 TP0277                         *CURRENT SURVEY CONTROL
 TP0277  ___________________________________________________________________
 TP0277* NAD 83(1986)-  48 37 04.     (N)    118 40 06.     (W)     SCALED    
 TP0277* NAVD 88     -       848.587  (meters)    2784.07   (feet)  ADJUSTED  
 TP0277  ___________________________________________________________________
 TP0277  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 TP0277  DYNAMIC HT  -         848.654 (meters)    2784.29  (feet)  COMP
 TP0277  MODELED GRAV-     980,660.5   (mgal)                       NAVD 88
 TP0277
 TP0277  VERT ORDER  -  FIRST     CLASS II
 TP0277
 TP0277.The horizontal coordinates were scaled from a topographic map and have
 TP0277.an estimated accuracy of +/- 6 seconds.
 TP0277
 TP0277.The orthometric height was determined by differential leveling
 TP0277.and adjusted by the National Geodetic Survey in June 1991..
 TP0277
 TP0277.The geoid height was determined by GEOID03.
 TP0277
 TP0277.The dynamic height is computed by dividing the NAVD 88
 TP0277.geopotential number by the normal gravity value computed on the
 TP0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0277.degrees latitude (g = 980.6199 gals.).
 TP0277
 TP0277.The modeled gravity was interpolated from observed gravity values.
 TP0277
 TP0277;                    North         East    Units  Estimated Accuracy
 TP0277;SPC WA N     -   182,120.      659,600.      MT  (+/- 180 meters Scaled)
 TP0277
 TP0277                          SUPERSEDED SURVEY CONTROL
 TP0277
 TP0277  NGVD 29 (??/??/92)  847.296  (m)         2779.84   (f) ADJ UNCH    1 2
 TP0277
 TP0277.Superseded values are not recommended for survey control.
 TP0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0277.See file dsdata.txt to determine how the superseded data were derived.
 TP0277
 TP0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP770863(NAD 83)
 TP0277_MARKER: DD = SURVEY DISK
 TP0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0277_SP_SET: CULVERT
 TP0277_STAMPING: 2782 20-20.5 1934
 TP0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0277
 TP0277  HISTORY     - Date     Condition        Report By
 TP0277  HISTORY     - 1934     MONUMENTED       BPR
 TP0277  HISTORY     - 1946     GOOD             NGS
 TP0277
 TP0277                          STATION DESCRIPTION
 TP0277
 TP0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0277'5.6 MI SE FROM REPUBLIC.
 TP0277'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  2.5 MILES SOUTH
 TP0277'ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0277'AT THE JUNCTION WITH THE HADLEY-SHOPH ROAD, IN TOP OF THE SOUTHWEST
 TP0277'HEADWALL OF A CONCRETE BOX CULVERT, 20.0 FEET SOUTHWEST OF THE
 TP0277'CENTERLINE OF THE ROAD, 4.3 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 TP0277'HEADWALL, AND ABOUT 3.0 FEET LOWER THAN THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0278 ***********************************************************************
 TP0278  DESIGNATION -  20 21
 TP0278  PID         -  TP0278
 TP0278  STATE/COUNTY-  WA/FERRY
 TP0278  USGS QUAD   -  BEAR MOUNTAIN (1992)
 TP0278
 TP0278                         *CURRENT SURVEY CONTROL
 TP0278  ___________________________________________________________________
 TP0278* NAD 83(1986)-  48 36 46.     (N)    118 39 51.     (W)     SCALED    
 TP0278* NAVD 88     -       860.924  (meters)    2824.55   (feet)  ADJUSTED  
 TP0278  ___________________________________________________________________
 TP0278  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 TP0278  DYNAMIC HT  -         860.988 (meters)    2824.76  (feet)  COMP
 TP0278  MODELED GRAV-     980,656.0   (mgal)                       NAVD 88
 TP0278
 TP0278  VERT ORDER  -  FIRST     CLASS II
 TP0278
 TP0278.The horizontal coordinates were scaled from a topographic map and have
 TP0278.an estimated accuracy of +/- 6 seconds.
 TP0278
 TP0278.The orthometric height was determined by differential leveling
 TP0278.and adjusted by the National Geodetic Survey in June 1991..
 TP0278
 TP0278.The geoid height was determined by GEOID03.
 TP0278
 TP0278.The dynamic height is computed by dividing the NAVD 88
 TP0278.geopotential number by the normal gravity value computed on the
 TP0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0278.degrees latitude (g = 980.6199 gals.).
 TP0278
 TP0278.The modeled gravity was interpolated from observed gravity values.
 TP0278
 TP0278;                    North         East    Units  Estimated Accuracy
 TP0278;SPC WA N     -   181,570.      659,920.      MT  (+/- 180 meters Scaled)
 TP0278
 TP0278                          SUPERSEDED SURVEY CONTROL
 TP0278
 TP0278  NGVD 29 (??/??/92)  859.629  (m)         2820.30   (f) ADJ UNCH    1 2
 TP0278
 TP0278.Superseded values are not recommended for survey control.
 TP0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0278.See file dsdata.txt to determine how the superseded data were derived.
 TP0278
 TP0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP773857(NAD 83)
 TP0278_MARKER: DD = SURVEY DISK
 TP0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0278_STAMPING: 2822 20-21 1934
 TP0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0278+STABILITY: SURFACE MOTION
 TP0278
 TP0278  HISTORY     - Date     Condition        Report By
 TP0278  HISTORY     - 1934     MONUMENTED       BPR
 TP0278  HISTORY     - 1946     GOOD             NGS
 TP0278
 TP0278                          STATION DESCRIPTION
 TP0278
 TP0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0278'6.0 MI SE FROM REPUBLIC.
 TP0278'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  2.9 MILES SOUTH
 TP0278'ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0278'1.45 MILES NORTH OF THE JUNCTION WITH THE HALL CREEK ROAD, AT THE
 TP0278'SOUTHEAST END OF A CUT, 50.0 FEET SOUTHEAST OF HIGHWAY STATION POST
 TP0278'NO.170, 40.0 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1.7 FEET
 TP0278'NORTHEAST OF A WITNESS POST, A DISK IN TOP OF A CONCRETE POST,
 TP0278'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 2.0 FEET HIGHER THAN
 TP0278'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0279 ***********************************************************************
 TP0279  DESIGNATION -  20 22
 TP0279  PID         -  TP0279
 TP0279  STATE/COUNTY-  WA/FERRY
 TP0279  USGS QUAD   -  BEAR MOUNTAIN (1992)
 TP0279
 TP0279                         *CURRENT SURVEY CONTROL
 TP0279  ___________________________________________________________________
 TP0279* NAD 83(1986)-  48 36 48.     (N)    118 39 47.     (W)     SCALED    
 TP0279* NAVD 88     -       857.315  (meters)    2812.71   (feet)  ADJUSTED  
 TP0279  ___________________________________________________________________
 TP0279  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 TP0279  DYNAMIC HT  -         857.378 (meters)    2812.91  (feet)  COMP
 TP0279  MODELED GRAV-     980,655.8   (mgal)                       NAVD 88
 TP0279
 TP0279  VERT ORDER  -  FIRST     CLASS II
 TP0279
 TP0279.The horizontal coordinates were scaled from a topographic map and have
 TP0279.an estimated accuracy of +/- 6 seconds.
 TP0279
 TP0279.The orthometric height was determined by differential leveling
 TP0279.and adjusted by the National Geodetic Survey in June 1991..
 TP0279
 TP0279.The geoid height was determined by GEOID03.
 TP0279
 TP0279.The dynamic height is computed by dividing the NAVD 88
 TP0279.geopotential number by the normal gravity value computed on the
 TP0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0279.degrees latitude (g = 980.6199 gals.).
 TP0279
 TP0279.The modeled gravity was interpolated from observed gravity values.
 TP0279
 TP0279;                    North         East    Units  Estimated Accuracy
 TP0279;SPC WA N     -   181,640.      660,000.      MT  (+/- 180 meters Scaled)
 TP0279
 TP0279                          SUPERSEDED SURVEY CONTROL
 TP0279
 TP0279  NGVD 29 (??/??/92)  856.020  (m)         2808.46   (f) ADJ UNCH    1 2
 TP0279
 TP0279.Superseded values are not recommended for survey control.
 TP0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0279.See file dsdata.txt to determine how the superseded data were derived.
 TP0279
 TP0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP774858(NAD 83)
 TP0279_MARKER: DD = SURVEY DISK
 TP0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0279_STAMPING: 2810 20-22 1934
 TP0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0279+STABILITY: SURFACE MOTION
 TP0279
 TP0279  HISTORY     - Date     Condition        Report By
 TP0279  HISTORY     - 1934     MONUMENTED       BPR
 TP0279  HISTORY     - 1946     GOOD             NGS
 TP0279
 TP0279                          STATION DESCRIPTION
 TP0279
 TP0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0279'6.0 MI SE FROM REPUBLIC.
 TP0279'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  2.9 MILES SOUTH
 TP0279'ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0279'1.45 MILES NORTH OF THE JUNCTION WITH THE HALL CREEK ROAD, 40.0 FEET
 TP0279'NORTHEAST OF THE CENTERLINE OF THE ROAD, 14.6 FEET NORTHEAST OF A WIRE
 TP0279'FENCE, 1.5 FEET NORTHEAST OF A WITNESS POST, A DISK IN TOP OF A
 TP0279'CONCRETE POST, PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT 5.0
 TP0279'FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0280 ***********************************************************************
 TP0280  DESIGNATION -  20 24
 TP0280  PID         -  TP0280
 TP0280  STATE/COUNTY-  WA/FERRY
 TP0280  USGS QUAD   -  BEAR MOUNTAIN (1992)
 TP0280
 TP0280                         *CURRENT SURVEY CONTROL
 TP0280  ___________________________________________________________________
 TP0280* NAD 83(1986)-  48 36 40.     (N)    118 39 45.     (W)     SCALED    
 TP0280* NAVD 88     -       864.306  (meters)    2835.64   (feet)  ADJUSTED  
 TP0280  ___________________________________________________________________
 TP0280  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 TP0280  DYNAMIC HT  -         864.370 (meters)    2835.85  (feet)  COMP
 TP0280  MODELED GRAV-     980,655.0   (mgal)                       NAVD 88
 TP0280
 TP0280  VERT ORDER  -  FIRST     CLASS II
 TP0280
 TP0280.The horizontal coordinates were scaled from a topographic map and have
 TP0280.an estimated accuracy of +/- 6 seconds.
 TP0280
 TP0280.The orthometric height was determined by differential leveling
 TP0280.and adjusted by the National Geodetic Survey in June 1991..
 TP0280
 TP0280.The geoid height was determined by GEOID03.
 TP0280
 TP0280.The dynamic height is computed by dividing the NAVD 88
 TP0280.geopotential number by the normal gravity value computed on the
 TP0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0280.degrees latitude (g = 980.6199 gals.).
 TP0280
 TP0280.The modeled gravity was interpolated from observed gravity values.
 TP0280
 TP0280;                    North         East    Units  Estimated Accuracy
 TP0280;SPC WA N     -   181,390.      660,050.      MT  (+/- 180 meters Scaled)
 TP0280
 TP0280                          SUPERSEDED SURVEY CONTROL
 TP0280
 TP0280  NGVD 29 (??/??/92)  863.010  (m)         2831.39   (f) ADJ UNCH    1 2
 TP0280
 TP0280.Superseded values are not recommended for survey control.
 TP0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0280.See file dsdata.txt to determine how the superseded data were derived.
 TP0280
 TP0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP774855(NAD 83)
 TP0280_MARKER: DD = SURVEY DISK
 TP0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0280_STAMPING: 2833 20-24 1934
 TP0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0280+STABILITY: SURFACE MOTION
 TP0280
 TP0280  HISTORY     - Date     Condition        Report By
 TP0280  HISTORY     - 1934     MONUMENTED       BPR
 TP0280  HISTORY     - 1946     GOOD             NGS
 TP0280
 TP0280                          STATION DESCRIPTION
 TP0280
 TP0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0280'6.1 MI SE FROM REPUBLIC.
 TP0280'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  3.0 MILES SOUTH
 TP0280'ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0280'AT A PRIVATE ROAD LEADING SOUTHWEST, 45.0 FEET SOUTHWEST OF THE
 TP0280'CENTERLINE OF THE MAIN ROAD, 25.0 FEET SOUTHWEST OF THE SOUTHEAST END
 TP0280'OF A CULVERT UNDER THE PRIVATE ROAD, 8.0 FEET SOUTHEAST OF THE
 TP0280'CENTERLINE OF THE PRIVATE ROAD, 2.0 FEET NORTHWEST OF A WITNESS POST,
 TP0280'A DISK IN TOP OF A CONCRETE POST, PROJECTING 0.6 FOOT ABOVE THE
 TP0280'GROUND, AND ABOUT 2.0 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0281 ***********************************************************************
 TP0281  DESIGNATION -  20 25
 TP0281  PID         -  TP0281
 TP0281  STATE/COUNTY-  WA/FERRY
 TP0281  USGS QUAD   -  BEAR MOUNTAIN (1992)
 TP0281
 TP0281                         *CURRENT SURVEY CONTROL
 TP0281  ___________________________________________________________________
 TP0281* NAD 83(1986)-  48 36 00.     (N)    118 39 10.     (W)     SCALED    
 TP0281* NAVD 88     -       890.774  (meters)    2922.48   (feet)  ADJUSTED  
 TP0281  ___________________________________________________________________
 TP0281  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 TP0281  DYNAMIC HT  -         890.834 (meters)    2922.68  (feet)  COMP
 TP0281  MODELED GRAV-     980,648.3   (mgal)                       NAVD 88
 TP0281
 TP0281  VERT ORDER  -  FIRST     CLASS II
 TP0281
 TP0281.The horizontal coordinates were scaled from a topographic map and have
 TP0281.an estimated accuracy of +/- 6 seconds.
 TP0281
 TP0281.The orthometric height was determined by differential leveling
 TP0281.and adjusted by the National Geodetic Survey in June 1991..
 TP0281
 TP0281.The geoid height was determined by GEOID03.
 TP0281
 TP0281.The dynamic height is computed by dividing the NAVD 88
 TP0281.geopotential number by the normal gravity value computed on the
 TP0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0281.degrees latitude (g = 980.6199 gals.).
 TP0281
 TP0281.The modeled gravity was interpolated from observed gravity values.
 TP0281
 TP0281;                    North         East    Units  Estimated Accuracy
 TP0281;SPC WA N     -   180,180.      660,800.      MT  (+/- 180 meters Scaled)
 TP0281
 TP0281                          SUPERSEDED SURVEY CONTROL
 TP0281
 TP0281  NGVD 29 (??/??/92)  889.474  (m)         2918.22   (f) ADJ UNCH    1 2
 TP0281
 TP0281.Superseded values are not recommended for survey control.
 TP0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0281.See file dsdata.txt to determine how the superseded data were derived.
 TP0281
 TP0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP781843(NAD 83)
 TP0281_MARKER: DD = SURVEY DISK
 TP0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0281_STAMPING: 2920 20-25 1934
 TP0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0281+STABILITY: SURFACE MOTION
 TP0281
 TP0281  HISTORY     - Date     Condition        Report By
 TP0281  HISTORY     - 1934     MONUMENTED       BPR
 TP0281  HISTORY     - 1946     GOOD             NGS
 TP0281
 TP0281                          STATION DESCRIPTION
 TP0281
 TP0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0281'7.0 MI SE FROM REPUBLIC.
 TP0281'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  3.9 MILES
 TP0281'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0281'REPUBLIC, 0.45 MILE WEST OF THE JUNCTION WITH THE HALL CREEK ROAD, AT
 TP0281'THE NORTHWEST END OF A LONG CURVE, 40.0 FEET SOUTHWEST OF THE
 TP0281'CENTERLINE OF THE ROAD, 11.0 FEET SOUTH OF A 36-INCH PINE TREE WITH A
 TP0281'LONG BLAZE, 9.2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 1.0 FOOT
 TP0281'EAST OF A WITNESS POST, A DISK IN TOP OF A CONCRETE POST, PROJECTING
 TP0281'0.2 FOOT ABOVE THE GROUND, AND ABOUT 3.0 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0282 ***********************************************************************
 TP0282  DESIGNATION -  20 26.5
 TP0282  PID         -  TP0282
 TP0282  STATE/COUNTY-  WA/FERRY
 TP0282  USGS QUAD   -  BEAR MOUNTAIN (1992)
 TP0282
 TP0282                         *CURRENT SURVEY CONTROL
 TP0282  ___________________________________________________________________
 TP0282* NAD 83(1986)-  48 35 52.     (N)    118 38 50.     (W)     SCALED    
 TP0282* NAVD 88     -       901.046  (meters)    2956.18   (feet)  ADJUSTED  
 TP0282  ___________________________________________________________________
 TP0282  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 TP0282  DYNAMIC HT  -         901.104 (meters)    2956.37  (feet)  COMP
 TP0282  MODELED GRAV-     980,645.0   (mgal)                       NAVD 88
 TP0282
 TP0282  VERT ORDER  -  FIRST     CLASS II
 TP0282
 TP0282.The horizontal coordinates were scaled from a topographic map and have
 TP0282.an estimated accuracy of +/- 6 seconds.
 TP0282
 TP0282.The orthometric height was determined by differential leveling
 TP0282.and adjusted by the National Geodetic Survey in June 1991..
 TP0282
 TP0282.The geoid height was determined by GEOID03.
 TP0282
 TP0282.The dynamic height is computed by dividing the NAVD 88
 TP0282.geopotential number by the normal gravity value computed on the
 TP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0282.degrees latitude (g = 980.6199 gals.).
 TP0282
 TP0282.The modeled gravity was interpolated from observed gravity values.
 TP0282
 TP0282;                    North         East    Units  Estimated Accuracy
 TP0282;SPC WA N     -   179,940.      661,220.      MT  (+/- 180 meters Scaled)
 TP0282
 TP0282                          SUPERSEDED SURVEY CONTROL
 TP0282
 TP0282  NGVD 29 (??/??/92)  899.744  (m)         2951.91   (f) ADJ UNCH    1 2
 TP0282
 TP0282.Superseded values are not recommended for survey control.
 TP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0282.See file dsdata.txt to determine how the superseded data were derived.
 TP0282
 TP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP785840(NAD 83)
 TP0282_MARKER: DD = SURVEY DISK
 TP0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0282_SP_SET: CULVERT
 TP0282_STAMPING: 2954 20-26.5 1934
 TP0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0282
 TP0282  HISTORY     - Date     Condition        Report By
 TP0282  HISTORY     - 1934     MONUMENTED       BPR
 TP0282  HISTORY     - 1946     GOOD             NGS
 TP0282
 TP0282                          STATION DESCRIPTION
 TP0282
 TP0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0282'7.2 MI E FROM REPUBLIC.
 TP0282'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  4.1 MILES
 TP0282'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0282'REPUBLIC, 0.25 MILE WEST OF THE JUNCTION WITH THE HALL CREEK ROAD, IN
 TP0282'TOP AND ABOUT THE CENTER OF THE CONCRETE HEADWALL OF A BOX CULVERT
 TP0282'OVER OBRIEN CREEK, 20.0 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 TP0282'AND ABOUT 3.0 FEET LOWER THAN THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0284 ***********************************************************************
 TP0284  DESIGNATION -  20 27
 TP0284  PID         -  TP0284
 TP0284  STATE/COUNTY-  WA/FERRY
 TP0284  USGS QUAD   -  BEAR MOUNTAIN (1992)
 TP0284
 TP0284                         *CURRENT SURVEY CONTROL
 TP0284  ___________________________________________________________________
 TP0284* NAD 83(1986)-  48 35 51.     (N)    118 38 50.     (W)     SCALED    
 TP0284* NAVD 88     -       907.865  (meters)    2978.55   (feet)  ADJUSTED  
 TP0284  ___________________________________________________________________
 TP0284  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 TP0284  DYNAMIC HT  -         907.924 (meters)    2978.75  (feet)  COMP
 TP0284  MODELED GRAV-     980,645.0   (mgal)                       NAVD 88
 TP0284
 TP0284  VERT ORDER  -  FIRST     CLASS II
 TP0284
 TP0284.The horizontal coordinates were scaled from a topographic map and have
 TP0284.an estimated accuracy of +/- 6 seconds.
 TP0284
 TP0284.The orthometric height was determined by differential leveling
 TP0284.and adjusted by the National Geodetic Survey in June 1991..
 TP0284
 TP0284.The geoid height was determined by GEOID03.
 TP0284
 TP0284.The dynamic height is computed by dividing the NAVD 88
 TP0284.geopotential number by the normal gravity value computed on the
 TP0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0284.degrees latitude (g = 980.6199 gals.).
 TP0284
 TP0284.The modeled gravity was interpolated from observed gravity values.
 TP0284
 TP0284;                    North         East    Units  Estimated Accuracy
 TP0284;SPC WA N     -   179,910.      661,220.      MT  (+/- 180 meters Scaled)
 TP0284
 TP0284                          SUPERSEDED SURVEY CONTROL
 TP0284
 TP0284  NGVD 29 (??/??/92)  906.563  (m)         2974.28   (f) ADJ UNCH    1 2
 TP0284
 TP0284.Superseded values are not recommended for survey control.
 TP0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0284.See file dsdata.txt to determine how the superseded data were derived.
 TP0284
 TP0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP785840(NAD 83)
 TP0284_MARKER: DD = SURVEY DISK
 TP0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0284_STAMPING: 2976 20-27 1934
 TP0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0284+STABILITY: SURFACE MOTION
 TP0284
 TP0284  HISTORY     - Date     Condition        Report By
 TP0284  HISTORY     - 1934     MONUMENTED       BPR
 TP0284  HISTORY     - 1946     GOOD             NGS
 TP0284
 TP0284                          STATION DESCRIPTION
 TP0284
 TP0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0284'7.3 MI E FROM REPUBLIC.
 TP0284'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  4.2 MILES
 TP0284'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0284'REPUBLIC, 0.15 MILE WEST OF THE JUNCTION WITH THE HALL CREEK ROAD, AT
 TP0284'THE EAST END OF A LONG CURVE, 85.0 FEET WEST OF THE CENTERLINE OF A
 TP0284'DRIVE-WAY LEADING NORTH TO A FARM HOUSE, 40.0 FEET NORTH OF THE
 TP0284'CENTERLINE OF THE ROAD, 14.6 FEET NORTH OF A PLANK FENCE, 1.5 FEET
 TP0284'SOUTH OF A WITNESS POST, A DISK IN TOP OF A CONCRETE POST, FLUSH WITH
 TP0284'THE GROUND, AND ABOUT 5.0 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0283 ***********************************************************************
 TP0283  DESIGNATION -  20 28
 TP0283  PID         -  TP0283
 TP0283  STATE/COUNTY-  WA/FERRY
 TP0283  USGS QUAD   -  BEAR MOUNTAIN (1992)
 TP0283
 TP0283                         *CURRENT SURVEY CONTROL
 TP0283  ___________________________________________________________________
 TP0283* NAD 83(1986)-  48 35 54.     (N)    118 38 48.     (W)     SCALED    
 TP0283* NAVD 88     -       908.066  (meters)    2979.21   (feet)  ADJUSTED  
 TP0283  ___________________________________________________________________
 TP0283  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 TP0283  DYNAMIC HT  -         908.125 (meters)    2979.41  (feet)  COMP
 TP0283  MODELED GRAV-     980,644.9   (mgal)                       NAVD 88
 TP0283
 TP0283  VERT ORDER  -  FIRST     CLASS II
 TP0283
 TP0283.The horizontal coordinates were scaled from a topographic map and have
 TP0283.an estimated accuracy of +/- 6 seconds.
 TP0283
 TP0283.The orthometric height was determined by differential leveling
 TP0283.and adjusted by the National Geodetic Survey in June 1991..
 TP0283
 TP0283.The geoid height was determined by GEOID03.
 TP0283
 TP0283.The dynamic height is computed by dividing the NAVD 88
 TP0283.geopotential number by the normal gravity value computed on the
 TP0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0283.degrees latitude (g = 980.6199 gals.).
 TP0283
 TP0283.The modeled gravity was interpolated from observed gravity values.
 TP0283
 TP0283;                    North         East    Units  Estimated Accuracy
 TP0283;SPC WA N     -   180,000.      661,260.      MT  (+/- 180 meters Scaled)
 TP0283
 TP0283                          SUPERSEDED SURVEY CONTROL
 TP0283
 TP0283  NGVD 29 (??/??/92)  906.764  (m)         2974.94   (f) ADJ UNCH    1 2
 TP0283
 TP0283.Superseded values are not recommended for survey control.
 TP0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0283.See file dsdata.txt to determine how the superseded data were derived.
 TP0283
 TP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP785841(NAD 83)
 TP0283_MARKER: DD = SURVEY DISK
 TP0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0283_STAMPING: 2977 20-28 1934
 TP0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0283+STABILITY: SURFACE MOTION
 TP0283
 TP0283  HISTORY     - Date     Condition        Report By
 TP0283  HISTORY     - 1934     MONUMENTED       BPR
 TP0283  HISTORY     - 1946     GOOD             NGS
 TP0283
 TP0283                          STATION DESCRIPTION
 TP0283
 TP0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0283'7.3 MI E FROM REPUBLIC.
 TP0283'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  4.2 MILES
 TP0283'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0283'REPUBLIC, 0.15 MILE WEST OF THE JUNCTION WITH THE HALL CREEK ROAD, AT
 TP0283'THE EAST END OF A LONG CURVE, 85.0 FEET WEST OF THE CENTERLINE OF A
 TP0283'DRIVE-WAY LEADING NORTH TO A FARM HOUSE, 40.0 FEET SOUTH OF THE
 TP0283'CENTERLINE OF THE ROAD, 3.7 FEET SOUTH OF A WIRE FENCE, 1.5 FEET NORTH
 TP0283'OF A WITNESS POST, A DISK IN TOP OF A CONCRETE POST, PROJECTING 0.4
 TP0283'FOOT ABOVE THE GROUND, AND ABOUT 5.0 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0285 ***********************************************************************
 TP0285  DESIGNATION -  20 28.5
 TP0285  PID         -  TP0285
 TP0285  STATE/COUNTY-  WA/FERRY
 TP0285  USGS QUAD   -  BEAR MOUNTAIN (1992)
 TP0285
 TP0285                         *CURRENT SURVEY CONTROL
 TP0285  ___________________________________________________________________
 TP0285* NAD 83(1986)-  48 35 46.     (N)    118 38 05.     (W)     SCALED    
 TP0285* NAVD 88     -       939.000  (meters)    3080.70   (feet)  ADJUSTED  
 TP0285  ___________________________________________________________________
 TP0285  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 TP0285  DYNAMIC HT  -         939.055 (meters)    3080.88  (feet)  COMP
 TP0285  MODELED GRAV-     980,637.7   (mgal)                       NAVD 88
 TP0285
 TP0285  VERT ORDER  -  FIRST     CLASS II
 TP0285
 TP0285.The horizontal coordinates were scaled from a topographic map and have
 TP0285.an estimated accuracy of +/- 6 seconds.
 TP0285
 TP0285.The orthometric height was determined by differential leveling
 TP0285.and adjusted by the National Geodetic Survey in June 1991..
 TP0285
 TP0285.The geoid height was determined by GEOID03.
 TP0285
 TP0285.The dynamic height is computed by dividing the NAVD 88
 TP0285.geopotential number by the normal gravity value computed on the
 TP0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0285.degrees latitude (g = 980.6199 gals.).
 TP0285
 TP0285.The modeled gravity was interpolated from observed gravity values.
 TP0285
 TP0285;                    North         East    Units  Estimated Accuracy
 TP0285;SPC WA N     -   179,780.      662,150.      MT  (+/- 180 meters Scaled)
 TP0285
 TP0285                          SUPERSEDED SURVEY CONTROL
 TP0285
 TP0285  NGVD 29 (??/??/92)  937.693  (m)         3076.41   (f) ADJ UNCH    1 2
 TP0285
 TP0285.Superseded values are not recommended for survey control.
 TP0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0285.See file dsdata.txt to determine how the superseded data were derived.
 TP0285
 TP0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP794838(NAD 83)
 TP0285_MARKER: DD = SURVEY DISK
 TP0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0285_SP_SET: CULVERT
 TP0285_STAMPING: 3078 20-28.5 1934
 TP0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0285
 TP0285  HISTORY     - Date     Condition        Report By
 TP0285  HISTORY     - 1934     MONUMENTED       BPR
 TP0285  HISTORY     - 1946     GOOD             NGS
 TP0285
 TP0285                          STATION DESCRIPTION
 TP0285
 TP0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0285'7.8 MI E FROM REPUBLIC.
 TP0285'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  4.7 MILES
 TP0285'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0285'REPUBLIC, 0.35 MILES EAST OF THE JUNCTION WITH THE HALL CREEK ROAD, IN
 TP0285'TOP OF THE SOUTH CONCRETE HEADWALL OF A CONCRETE BOX CULVERT, 20.0
 TP0285'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.6 FEET WEST OF THE EAST
 TP0285'END OF THE HEADWALL, AND ABOUT 4.0 FEET LOWER THAN THE SURFACE OF THE
 TP0285'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0286 ***********************************************************************
 TP0286  DESIGNATION -  20 29
 TP0286  PID         -  TP0286
 TP0286  STATE/COUNTY-  WA/FERRY
 TP0286  USGS QUAD   -  BEAR MOUNTAIN (1992)
 TP0286
 TP0286                         *CURRENT SURVEY CONTROL
 TP0286  ___________________________________________________________________
 TP0286* NAD 83(1986)-  48 35 44.     (N)    118 37 54.     (W)     SCALED    
 TP0286* NAVD 88     -       948.868  (meters)    3113.08   (feet)  ADJUSTED  
 TP0286  ___________________________________________________________________
 TP0286  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 TP0286  DYNAMIC HT  -         948.923 (meters)    3113.26  (feet)  COMP
 TP0286  MODELED GRAV-     980,635.8   (mgal)                       NAVD 88
 TP0286
 TP0286  VERT ORDER  -  FIRST     CLASS II
 TP0286
 TP0286.The horizontal coordinates were scaled from a topographic map and have
 TP0286.an estimated accuracy of +/- 6 seconds.
 TP0286
 TP0286.The orthometric height was determined by differential leveling
 TP0286.and adjusted by the National Geodetic Survey in June 1991..
 TP0286
 TP0286.The geoid height was determined by GEOID03.
 TP0286
 TP0286.The dynamic height is computed by dividing the NAVD 88
 TP0286.geopotential number by the normal gravity value computed on the
 TP0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0286.degrees latitude (g = 980.6199 gals.).
 TP0286
 TP0286.The modeled gravity was interpolated from observed gravity values.
 TP0286
 TP0286;                    North         East    Units  Estimated Accuracy
 TP0286;SPC WA N     -   179,730.      662,370.      MT  (+/- 180 meters Scaled)
 TP0286
 TP0286                          SUPERSEDED SURVEY CONTROL
 TP0286
 TP0286  NGVD 29 (??/??/92)  947.561  (m)         3108.79   (f) ADJ UNCH    1 2
 TP0286
 TP0286.Superseded values are not recommended for survey control.
 TP0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0286.See file dsdata.txt to determine how the superseded data were derived.
 TP0286
 TP0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP796837(NAD 83)
 TP0286_MARKER: DD = SURVEY DISK
 TP0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0286_STAMPING: 3111 20-29 1934
 TP0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0286+STABILITY: SURFACE MOTION
 TP0286
 TP0286  HISTORY     - Date     Condition        Report By
 TP0286  HISTORY     - 1934     MONUMENTED       BPR
 TP0286  HISTORY     - 1946     GOOD             NGS
 TP0286
 TP0286                          STATION DESCRIPTION
 TP0286
 TP0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0286'7.95 MI E FROM REPUBLIC.
 TP0286'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  4.85 MILES
 TP0286'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0286'REPUBLIC, 0.5 MILE EAST OF THE JUNCTION WITH THE HALL CREEK ROAD, 90.0
 TP0286'FEET EAST OF A CONCRETE BOX CULVERT, 66.0 FEET SOUTH OF THE CENTERLINE
 TP0286'OF THE ROAD, 45.0 FEET NORTH OF A HUGE BOULDER, 32.0 FEET NORTHWEST OF
 TP0286'A PINE TREE WITH A TRIANGULAR BLAZE, ABOUT 4.0 FEET SOUTH OF THE SOUTH
 TP0286'BANK OF A CREEK, A DISK IN TOP OF A CONCRETE POST, FLUSH WITH THE
 TP0286'GROUND, AND ABOUT 10.0 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0287 ***********************************************************************
 TP0287  DESIGNATION -  20 31
 TP0287  PID         -  TP0287
 TP0287  STATE/COUNTY-  WA/FERRY
 TP0287  USGS QUAD   -  BEAR MOUNTAIN (1992)
 TP0287
 TP0287                         *CURRENT SURVEY CONTROL
 TP0287  ___________________________________________________________________
 TP0287* NAD 83(1986)-  48 35 51.     (N)    118 37 47.     (W)     SCALED    
 TP0287* NAVD 88     -       970.145  (meters)    3182.88   (feet)  ADJUSTED  
 TP0287  ___________________________________________________________________
 TP0287  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 TP0287  DYNAMIC HT  -         970.201 (meters)    3183.07  (feet)  COMP
 TP0287  MODELED GRAV-     980,635.2   (mgal)                       NAVD 88
 TP0287
 TP0287  VERT ORDER  -  FIRST     CLASS II
 TP0287
 TP0287.The horizontal coordinates were scaled from a topographic map and have
 TP0287.an estimated accuracy of +/- 6 seconds.
 TP0287
 TP0287.The orthometric height was determined by differential leveling
 TP0287.and adjusted by the National Geodetic Survey in June 1991..
 TP0287
 TP0287.The geoid height was determined by GEOID03.
 TP0287
 TP0287.The dynamic height is computed by dividing the NAVD 88
 TP0287.geopotential number by the normal gravity value computed on the
 TP0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0287.degrees latitude (g = 980.6199 gals.).
 TP0287
 TP0287.The modeled gravity was interpolated from observed gravity values.
 TP0287
 TP0287;                    North         East    Units  Estimated Accuracy
 TP0287;SPC WA N     -   179,950.      662,510.      MT  (+/- 180 meters Scaled)
 TP0287
 TP0287                          SUPERSEDED SURVEY CONTROL
 TP0287
 TP0287  NGVD 29 (??/??/92)  968.839  (m)         3178.60   (f) ADJ UNCH    1 2
 TP0287
 TP0287.Superseded values are not recommended for survey control.
 TP0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0287.See file dsdata.txt to determine how the superseded data were derived.
 TP0287
 TP0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP798839(NAD 83)
 TP0287_MARKER: DD = SURVEY DISK
 TP0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0287_STAMPING: 3181 20-31 1934
 TP0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0287+STABILITY: SURFACE MOTION
 TP0287
 TP0287  HISTORY     - Date     Condition        Report By
 TP0287  HISTORY     - 1934     MONUMENTED       BPR
 TP0287  HISTORY     - 1946     GOOD             NGS
 TP0287
 TP0287                          STATION DESCRIPTION
 TP0287
 TP0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0287'8.1 MI E FROM REPUBLIC.
 TP0287'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  5.0 MILES
 TP0287'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0287'REPUBLIC, 0.65 MILE EAST OF THE JUNCTION WITH THE HALL CREEK ROAD,
 TP0287'70.0 FEET WEST OF HIGHWAY MARKER F.H.P. 20-A, 66.0 FEET NORTHWEST OF
 TP0287'THE CENTERLINE OF THE ROAD, 42.0 FEET SOUTHWEST OF HIGHWAY STATION
 TP0287'POST NO. 283+50, 2.0 FEET SOUTHEAST OF A WITNESS POST, A DISK IN TOP
 TP0287'OF A CONCRETE POST, FLUSH WITH THE GROUND, AND ABOUT 15.0 FEET HIGHER
 TP0287'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0288 ***********************************************************************
 TP0288  DESIGNATION -  20 40
 TP0288  PID         -  TP0288
 TP0288  STATE/COUNTY-  WA/FERRY
 TP0288  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0288
 TP0288                         *CURRENT SURVEY CONTROL
 TP0288  ___________________________________________________________________
 TP0288* NAD 83(1986)-  48 36 02.     (N)    118 37 03.     (W)     SCALED    
 TP0288* NAVD 88     -      1022.174  (meters)    3353.58   (feet)  ADJUSTED  
 TP0288  ___________________________________________________________________
 TP0288  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 TP0288  DYNAMIC HT  -        1022.228 (meters)    3353.76  (feet)  COMP
 TP0288  MODELED GRAV-     980,628.1   (mgal)                       NAVD 88
 TP0288
 TP0288  VERT ORDER  -  FIRST     CLASS II
 TP0288
 TP0288.The horizontal coordinates were scaled from a topographic map and have
 TP0288.an estimated accuracy of +/- 6 seconds.
 TP0288
 TP0288.The orthometric height was determined by differential leveling
 TP0288.and adjusted by the National Geodetic Survey in June 1991..
 TP0288
 TP0288.The geoid height was determined by GEOID03.
 TP0288
 TP0288.The dynamic height is computed by dividing the NAVD 88
 TP0288.geopotential number by the normal gravity value computed on the
 TP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0288.degrees latitude (g = 980.6199 gals.).
 TP0288
 TP0288.The modeled gravity was interpolated from observed gravity values.
 TP0288
 TP0288;                    North         East    Units  Estimated Accuracy
 TP0288;SPC WA N     -   180,310.      663,400.      MT  (+/- 180 meters Scaled)
 TP0288
 TP0288                          SUPERSEDED SURVEY CONTROL
 TP0288
 TP0288  NGVD 29 (??/??/92) 1020.864  (m)         3349.28   (f) ADJ UNCH    1 2
 TP0288
 TP0288.Superseded values are not recommended for survey control.
 TP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0288.See file dsdata.txt to determine how the superseded data were derived.
 TP0288
 TP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP807843(NAD 83)
 TP0288_MARKER: DD = SURVEY DISK
 TP0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0288_STAMPING: 3351 20-40 1934
 TP0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0288+STABILITY: SURFACE MOTION
 TP0288
 TP0288  HISTORY     - Date     Condition        Report By
 TP0288  HISTORY     - 1934     MONUMENTED       BPR
 TP0288  HISTORY     - 1946     GOOD             NGS
 TP0288
 TP0288                          STATION DESCRIPTION
 TP0288
 TP0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0288'8.7 MI E FROM REPUBLIC.
 TP0288'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  5.6 MILES
 TP0288'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0288'REPUBLIC, 1.25 MILES EAST OF THE JUNCTION WITH THE HALL CREEK ROAD, AT
 TP0288'A DEEP CUT, ON THE SOUTHEAST EDGE OF A SLOPE, 250.0 FEET NORTHEAST OF
 TP0288'A 24-INCH CORRUGATED STEEL CULVERT WITH STONE HEADWALLS, ABOUT 100.0
 TP0288'FEET NORTHEAST OF A LARGE BOULDER, 60.0 FEET SOUTHEAST OF THE
 TP0288'CENTERLINE OF THE ROAD, 4.0 FEET SOUTHEAST OF A WITNESS POST, A DISK
 TP0288'IN TOP OF A CONCRETE POST, PROJECTING 0.3 FOOT ABOVE THE GROUND, AND
 TP0288'ABOUT 8.0 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0289 ***********************************************************************
 TP0289  DESIGNATION -  20 42
 TP0289  PID         -  TP0289
 TP0289  STATE/COUNTY-  WA/FERRY
 TP0289  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0289
 TP0289                         *CURRENT SURVEY CONTROL
 TP0289  ___________________________________________________________________
 TP0289* NAD 83(1986)-  48 36 08.     (N)    118 36 40.     (W)     SCALED    
 TP0289* NAVD 88     -      1046.615  (meters)    3433.77   (feet)  ADJUSTED  
 TP0289  ___________________________________________________________________
 TP0289  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TP0289  DYNAMIC HT  -        1046.667 (meters)    3433.94  (feet)  COMP
 TP0289  MODELED GRAV-     980,624.0   (mgal)                       NAVD 88
 TP0289
 TP0289  VERT ORDER  -  FIRST     CLASS II
 TP0289
 TP0289.The horizontal coordinates were scaled from a topographic map and have
 TP0289.an estimated accuracy of +/- 6 seconds.
 TP0289
 TP0289.The orthometric height was determined by differential leveling
 TP0289.and adjusted by the National Geodetic Survey in June 1991..
 TP0289
 TP0289.The geoid height was determined by GEOID03.
 TP0289
 TP0289.The dynamic height is computed by dividing the NAVD 88
 TP0289.geopotential number by the normal gravity value computed on the
 TP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0289.degrees latitude (g = 980.6199 gals.).
 TP0289
 TP0289.The modeled gravity was interpolated from observed gravity values.
 TP0289
 TP0289;                    North         East    Units  Estimated Accuracy
 TP0289;SPC WA N     -   180,510.      663,870.      MT  (+/- 180 meters Scaled)
 TP0289
 TP0289                          SUPERSEDED SURVEY CONTROL
 TP0289
 TP0289  NGVD 29 (??/??/92) 1045.302  (m)         3429.46   (f) ADJ UNCH    1 2
 TP0289
 TP0289.Superseded values are not recommended for survey control.
 TP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0289.See file dsdata.txt to determine how the superseded data were derived.
 TP0289
 TP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP812844(NAD 83)
 TP0289_MARKER: DD = SURVEY DISK
 TP0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0289_STAMPING: 3431 20-42 1934
 TP0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0289+STABILITY: SURFACE MOTION
 TP0289
 TP0289  HISTORY     - Date     Condition        Report By
 TP0289  HISTORY     - 1934     MONUMENTED       BPR
 TP0289  HISTORY     - 1946     GOOD             NGS
 TP0289
 TP0289                          STATION DESCRIPTION
 TP0289
 TP0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0289'9.05 MI E FROM REPUBLIC.
 TP0289'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  5.95 MILES
 TP0289'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0289'REPUBLIC, 1.6 MILES EAST OF THE JUNCTION WITH THE HALL CREEK ROAD,
 TP0289'ABOUT 0.2 MILES WEST OF A TWO STORY FRAME HOUSE, ON THE EAST SIDE OF A
 TP0289'DRAW, 60.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 13.0 FEET NORTH
 TP0289'OF AN 18-INCH PINE TREE, 1.4 FEET SOUTH OF A WITNESS POST, A DISK IN
 TP0289'TOP OF A CONCRETE POST, PROJECTING 0.4 FOOT ABOVE THE GROUND, AND
 TP0289'ABOUT 3.0 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0291 ***********************************************************************
 TP0291  DESIGNATION -  20 48
 TP0291  PID         -  TP0291
 TP0291  STATE/COUNTY-  WA/FERRY
 TP0291  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0291
 TP0291                         *CURRENT SURVEY CONTROL
 TP0291  ___________________________________________________________________
 TP0291* NAD 83(1986)-  48 36 14.     (N)    118 36 28.     (W)     SCALED    
 TP0291* NAVD 88     -      1049.073  (meters)    3441.83   (feet)  ADJUSTED  
 TP0291  ___________________________________________________________________
 TP0291  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 TP0291  DYNAMIC HT  -        1049.122 (meters)    3441.99  (feet)  COMP
 TP0291  MODELED GRAV-     980,621.9   (mgal)                       NAVD 88
 TP0291
 TP0291  VERT ORDER  -  FIRST     CLASS II
 TP0291
 TP0291.The horizontal coordinates were scaled from a topographic map and have
 TP0291.an estimated accuracy of +/- 6 seconds.
 TP0291
 TP0291.The orthometric height was determined by differential leveling
 TP0291.and adjusted by the National Geodetic Survey in June 1991..
 TP0291
 TP0291.The geoid height was determined by GEOID03.
 TP0291
 TP0291.The dynamic height is computed by dividing the NAVD 88
 TP0291.geopotential number by the normal gravity value computed on the
 TP0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0291.degrees latitude (g = 980.6199 gals.).
 TP0291
 TP0291.The modeled gravity was interpolated from observed gravity values.
 TP0291
 TP0291;                    North         East    Units  Estimated Accuracy
 TP0291;SPC WA N     -   180,700.      664,110.      MT  (+/- 180 meters Scaled)
 TP0291
 TP0291                          SUPERSEDED SURVEY CONTROL
 TP0291
 TP0291  NGVD 29 (??/??/92) 1047.758  (m)         3437.52   (f) ADJ UNCH    1 2
 TP0291
 TP0291.Superseded values are not recommended for survey control.
 TP0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0291.See file dsdata.txt to determine how the superseded data were derived.
 TP0291
 TP0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP814846(NAD 83)
 TP0291_MARKER: DD = SURVEY DISK
 TP0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0291_STAMPING: 3440 20-48 1934
 TP0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0291+STABILITY: SURFACE MOTION
 TP0291
 TP0291  HISTORY     - Date     Condition        Report By
 TP0291  HISTORY     - 1934     MONUMENTED       BPR
 TP0291  HISTORY     - 1946     GOOD             NGS
 TP0291
 TP0291                          STATION DESCRIPTION
 TP0291
 TP0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0291'9.2 MI E FROM REPUBLIC.
 TP0291'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  6.1 MILES
 TP0291'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0291'REPUBLIC, 0.5 MILE WEST OF THE JUNCTION WITH THE WALKER ROAD, ABOUT
 TP0291'400.0 FEET SOUTH OF A TWO STORY FRAME HOUSE, 80.0 FEET SOUTHEAST OF
 TP0291'THE CENTERLINE OF THE ROAD, 42.0 FEET SOUTHEAST OF THE BANK OF OBRIEN
 TP0291'CREEK, 2.2 FEET SOUTHWEST OF A WITNESS POST, A DISK IN TOP OF A
 TP0291'CONCRETE POST, PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 5.0
 TP0291'FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0290 ***********************************************************************
 TP0290  DESIGNATION -  20 49
 TP0290  PID         -  TP0290
 TP0290  STATE/COUNTY-  WA/FERRY
 TP0290  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0290
 TP0290                         *CURRENT SURVEY CONTROL
 TP0290  ___________________________________________________________________
 TP0290* NAD 83(1986)-  48 36 11.     (N)    118 36 27.     (W)     SCALED    
 TP0290* NAVD 88     -      1050.684  (meters)    3447.12   (feet)  ADJUSTED  
 TP0290  ___________________________________________________________________
 TP0290  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 TP0290  DYNAMIC HT  -        1050.733 (meters)    3447.28  (feet)  COMP
 TP0290  MODELED GRAV-     980,621.5   (mgal)                       NAVD 88
 TP0290
 TP0290  VERT ORDER  -  FIRST     CLASS II
 TP0290
 TP0290.The horizontal coordinates were scaled from a topographic map and have
 TP0290.an estimated accuracy of +/- 6 seconds.
 TP0290
 TP0290.The orthometric height was determined by differential leveling
 TP0290.and adjusted by the National Geodetic Survey in June 1991..
 TP0290
 TP0290.The geoid height was determined by GEOID03.
 TP0290
 TP0290.The dynamic height is computed by dividing the NAVD 88
 TP0290.geopotential number by the normal gravity value computed on the
 TP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0290.degrees latitude (g = 980.6199 gals.).
 TP0290
 TP0290.The modeled gravity was interpolated from observed gravity values.
 TP0290
 TP0290;                    North         East    Units  Estimated Accuracy
 TP0290;SPC WA N     -   180,610.      664,130.      MT  (+/- 180 meters Scaled)
 TP0290
 TP0290                          SUPERSEDED SURVEY CONTROL
 TP0290
 TP0290  NGVD 29 (??/??/92) 1049.369  (m)         3442.80   (f) ADJ UNCH    1 2
 TP0290
 TP0290.Superseded values are not recommended for survey control.
 TP0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0290.See file dsdata.txt to determine how the superseded data were derived.
 TP0290
 TP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP814845(NAD 83)
 TP0290_MARKER: DD = SURVEY DISK
 TP0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0290_STAMPING: 3445 20-49 1934
 TP0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0290+STABILITY: SURFACE MOTION
 TP0290
 TP0290  HISTORY     - Date     Condition        Report By
 TP0290  HISTORY     - 1934     MONUMENTED       BPR
 TP0290  HISTORY     - 1946     GOOD             NGS
 TP0290
 TP0290                          STATION DESCRIPTION
 TP0290
 TP0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0290'9.2 MI E FROM REPUBLIC.
 TP0290'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  6.1 MILES
 TP0290'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0290'REPUBLIC, 0.5 MILE WEST OF THE JUNCTION WITH THE WALKER ROAD, ABOUT
 TP0290'300.0 FEET SOUTH OF A TWO STORY FRAME HOUSE, 50.0 FEET NORTHWEST OF
 TP0290'THE CENTERLINE OF THE ROAD, 36.0 FEET NORTHEAST OF THE CENTERLINE OF A
 TP0290'DRIVE-WAY LEADING TO THE HOUSE, 26.0 FEET NORTH OF A 10-INCH PINE
 TP0290'TREE, 1.2 FEET SOUTHEAST OF A WITNESS POST, A DISK IN TOP OF A
 TP0290'CONCRETE POST, PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 TP0290'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0292 ***********************************************************************
 TP0292  DESIGNATION -  20 51
 TP0292  PID         -  TP0292
 TP0292  STATE/COUNTY-  WA/FERRY
 TP0292  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0292
 TP0292                         *CURRENT SURVEY CONTROL
 TP0292  ___________________________________________________________________
 TP0292* NAD 83(1986)-  48 36 13.     (N)    118 36 23.     (W)     SCALED    
 TP0292* NAVD 88     -      1055.694  (meters)    3463.56   (feet)  ADJUSTED  
 TP0292  ___________________________________________________________________
 TP0292  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 TP0292  DYNAMIC HT  -        1055.743 (meters)    3463.72  (feet)  COMP
 TP0292  MODELED GRAV-     980,620.7   (mgal)                       NAVD 88
 TP0292
 TP0292  VERT ORDER  -  FIRST     CLASS II
 TP0292
 TP0292.The horizontal coordinates were scaled from a topographic map and have
 TP0292.an estimated accuracy of +/- 6 seconds.
 TP0292
 TP0292.The orthometric height was determined by differential leveling
 TP0292.and adjusted by the National Geodetic Survey in June 1991..
 TP0292
 TP0292.The geoid height was determined by GEOID03.
 TP0292
 TP0292.The dynamic height is computed by dividing the NAVD 88
 TP0292.geopotential number by the normal gravity value computed on the
 TP0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0292.degrees latitude (g = 980.6199 gals.).
 TP0292
 TP0292.The modeled gravity was interpolated from observed gravity values.
 TP0292
 TP0292;                    North         East    Units  Estimated Accuracy
 TP0292;SPC WA N     -   180,670.      664,210.      MT  (+/- 180 meters Scaled)
 TP0292
 TP0292                          SUPERSEDED SURVEY CONTROL
 TP0292
 TP0292  NGVD 29 (??/??/92) 1054.379  (m)         3459.24   (f) ADJ UNCH    1 2
 TP0292
 TP0292.Superseded values are not recommended for survey control.
 TP0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0292.See file dsdata.txt to determine how the superseded data were derived.
 TP0292
 TP0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP815846(NAD 83)
 TP0292_MARKER: DD = SURVEY DISK
 TP0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0292_STAMPING: 3461 20-51 1934
 TP0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0292+STABILITY: SURFACE MOTION
 TP0292
 TP0292  HISTORY     - Date     Condition        Report By
 TP0292  HISTORY     - 1934     MONUMENTED       BPR
 TP0292  HISTORY     - 1946     GOOD             NGS
 TP0292
 TP0292                          STATION DESCRIPTION
 TP0292
 TP0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0292'9.3 MI E FROM REPUBLIC.
 TP0292'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  6.2 MILES
 TP0292'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0292'REPUBLIC, 0.4 MILE WEST OF THE JUNCTION WITH THE WALKER ROAD, 60.0
 TP0292'FEET WEST OF A 24-INCH CORRUGATED STEEL CULVERT WITH STONE HEADWALL ON
 TP0292'THE NORTH END, 60.0 FEET NORTH OF A SMALL STREAM, 40.0 FEET SOUTH OF
 TP0292'THE CENTERLINE OF THE ROAD, 1.3 FEET NORTH OF A WITNESS POST, A DISK
 TP0292'IN TOP OF A CONCRETE POST, PROJECTING 0.5 FOOT ABOVE THE GROUND, AND
 TP0292'ABOUT 2.0 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0293 ***********************************************************************
 TP0293  DESIGNATION -  20 54
 TP0293  PID         -  TP0293
 TP0293  STATE/COUNTY-  WA/FERRY
 TP0293  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0293
 TP0293                         *CURRENT SURVEY CONTROL
 TP0293  ___________________________________________________________________
 TP0293* NAD 83(1986)-  48 36 14.     (N)    118 36 14.     (W)     SCALED    
 TP0293* NAVD 88     -      1061.033  (meters)    3481.07   (feet)  ADJUSTED  
 TP0293  ___________________________________________________________________
 TP0293  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 TP0293  DYNAMIC HT  -        1061.080 (meters)    3481.23  (feet)  COMP
 TP0293  MODELED GRAV-     980,618.8   (mgal)                       NAVD 88
 TP0293
 TP0293  VERT ORDER  -  FIRST     CLASS II
 TP0293
 TP0293.The horizontal coordinates were scaled from a topographic map and have
 TP0293.an estimated accuracy of +/- 6 seconds.
 TP0293
 TP0293.The orthometric height was determined by differential leveling
 TP0293.and adjusted by the National Geodetic Survey in June 1991..
 TP0293
 TP0293.The geoid height was determined by GEOID03.
 TP0293
 TP0293.The dynamic height is computed by dividing the NAVD 88
 TP0293.geopotential number by the normal gravity value computed on the
 TP0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0293.degrees latitude (g = 980.6199 gals.).
 TP0293
 TP0293.The modeled gravity was interpolated from observed gravity values.
 TP0293
 TP0293;                    North         East    Units  Estimated Accuracy
 TP0293;SPC WA N     -   180,710.      664,400.      MT  (+/- 180 meters Scaled)
 TP0293
 TP0293                          SUPERSEDED SURVEY CONTROL
 TP0293
 TP0293  NGVD 29 (??/??/92) 1059.716  (m)         3476.75   (f) ADJ UNCH    1 2
 TP0293
 TP0293.Superseded values are not recommended for survey control.
 TP0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0293.See file dsdata.txt to determine how the superseded data were derived.
 TP0293
 TP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP817846(NAD 83)
 TP0293_MARKER: DD = SURVEY DISK
 TP0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0293_STAMPING: 3479 20-54 1934
 TP0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0293+STABILITY: SURFACE MOTION
 TP0293
 TP0293  HISTORY     - Date     Condition        Report By
 TP0293  HISTORY     - 1934     MONUMENTED       BPR
 TP0293  HISTORY     - 1946     GOOD             NGS
 TP0293
 TP0293                          STATION DESCRIPTION
 TP0293
 TP0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0293'9.4 MI E FROM REPUBLIC.
 TP0293'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  6.3 MILES
 TP0293'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0293'REPUBLIC, 0.3 MILE WEST OF THE JUNCTION WITH THE WALKER ROAD, ABOUT
 TP0293'275.0 FEET EAST OF A 24-INCH CORRUGATED STEEL CULVERT WITH A STONE
 TP0293'HEADWALL ON THE NORTH END, 40.0 FEET SOUTH OF THE CENTERLINE OF THE
 TP0293'ROAD, 2.0 FEET NORTH OF A WITNESS POST, A DISK IN TOP OF A CONCRETE
 TP0293'POST, PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 5.0 FEET HIGHER
 TP0293'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0294 ***********************************************************************
 TP0294  DESIGNATION -  20 56
 TP0294  PID         -  TP0294
 TP0294  STATE/COUNTY-  WA/FERRY
 TP0294  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0294
 TP0294                         *CURRENT SURVEY CONTROL
 TP0294  ___________________________________________________________________
 TP0294* NAD 83(1986)-  48 36 16.     (N)    118 36 09.     (W)     SCALED    
 TP0294* NAVD 88     -      1066.734  (meters)    3499.78   (feet)  ADJUSTED  
 TP0294  ___________________________________________________________________
 TP0294  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 TP0294  DYNAMIC HT  -        1066.781 (meters)    3499.93  (feet)  COMP
 TP0294  MODELED GRAV-     980,617.8   (mgal)                       NAVD 88
 TP0294
 TP0294  VERT ORDER  -  FIRST     CLASS II
 TP0294
 TP0294.The horizontal coordinates were scaled from a topographic map and have
 TP0294.an estimated accuracy of +/- 6 seconds.
 TP0294
 TP0294.The orthometric height was determined by differential leveling
 TP0294.and adjusted by the National Geodetic Survey in June 1991..
 TP0294
 TP0294.The geoid height was determined by GEOID03.
 TP0294
 TP0294.The dynamic height is computed by dividing the NAVD 88
 TP0294.geopotential number by the normal gravity value computed on the
 TP0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0294.degrees latitude (g = 980.6199 gals.).
 TP0294
 TP0294.The modeled gravity was interpolated from observed gravity values.
 TP0294
 TP0294;                    North         East    Units  Estimated Accuracy
 TP0294;SPC WA N     -   180,780.      664,500.      MT  (+/- 180 meters Scaled)
 TP0294
 TP0294                          SUPERSEDED SURVEY CONTROL
 TP0294
 TP0294  NGVD 29 (??/??/92) 1065.416  (m)         3495.45   (f) ADJ UNCH    1 2
 TP0294
 TP0294.Superseded values are not recommended for survey control.
 TP0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0294.See file dsdata.txt to determine how the superseded data were derived.
 TP0294
 TP0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP818847(NAD 83)
 TP0294_MARKER: DD = SURVEY DISK
 TP0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0294_STAMPING: 3497 20-56 1934
 TP0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0294+STABILITY: SURFACE MOTION
 TP0294
 TP0294  HISTORY     - Date     Condition        Report By
 TP0294  HISTORY     - 1934     MONUMENTED       BPR
 TP0294  HISTORY     - 1946     GOOD             NGS
 TP0294
 TP0294                          STATION DESCRIPTION
 TP0294
 TP0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0294'9.55 MI E FROM REPUBLIC.
 TP0294'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  6.45 MILES
 TP0294'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0294'REPUBLIC, ABOUT 0.1 MILE WEST OF THE JUNCTION WITH THE WALKER ROAD, AT
 TP0294'THE JUNCTION WITH THE SPUR ROAD, ABOUT 110.0 FEET SOUTHEAST OF A FARM
 TP0294'HOUSE, 40.0 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 25.0 FEET
 TP0294'SOUTHWEST OF THE CENTERLINE OF A DRIVE-WAY LEADING TO THE HOUSE, 2.0
 TP0294'FEET SOUTHWEST OF A WITNESS POST, A DISK IN TOP OF A CONCRETE POST,
 TP0294'PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT 3.0 FEET HIGHER THAN
 TP0294'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0295 ***********************************************************************
 TP0295  DESIGNATION -  20 57
 TP0295  PID         -  TP0295
 TP0295  STATE/COUNTY-  WA/FERRY
 TP0295  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0295
 TP0295                         *CURRENT SURVEY CONTROL
 TP0295  ___________________________________________________________________
 TP0295* NAD 83(1986)-  48 36 29.     (N)    118 35 34.     (W)     SCALED    
 TP0295* NAVD 88     -      1078.785  (meters)    3539.31   (feet)  ADJUSTED  
 TP0295  ___________________________________________________________________
 TP0295  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TP0295  DYNAMIC HT  -        1078.829 (meters)    3539.46  (feet)  COMP
 TP0295  MODELED GRAV-     980,614.2   (mgal)                       NAVD 88
 TP0295
 TP0295  VERT ORDER  -  FIRST     CLASS II
 TP0295
 TP0295.The horizontal coordinates were scaled from a topographic map and have
 TP0295.an estimated accuracy of +/- 6 seconds.
 TP0295
 TP0295.The orthometric height was determined by differential leveling
 TP0295.and adjusted by the National Geodetic Survey in June 1991..
 TP0295
 TP0295.The geoid height was determined by GEOID03.
 TP0295
 TP0295.The dynamic height is computed by dividing the NAVD 88
 TP0295.geopotential number by the normal gravity value computed on the
 TP0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0295.degrees latitude (g = 980.6199 gals.).
 TP0295
 TP0295.The modeled gravity was interpolated from observed gravity values.
 TP0295
 TP0295;                    North         East    Units  Estimated Accuracy
 TP0295;SPC WA N     -   181,200.      665,200.      MT  (+/- 180 meters Scaled)
 TP0295
 TP0295                          SUPERSEDED SURVEY CONTROL
 TP0295
 TP0295  NGVD 29 (??/??/92) 1077.463  (m)         3534.98   (f) ADJ UNCH    1 2
 TP0295
 TP0295.Superseded values are not recommended for survey control.
 TP0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0295.See file dsdata.txt to determine how the superseded data were derived.
 TP0295
 TP0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP825851(NAD 83)
 TP0295_MARKER: DD = SURVEY DISK
 TP0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0295_STAMPING: 3537 20-57 1934
 TP0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0295+STABILITY: SURFACE MOTION
 TP0295
 TP0295  HISTORY     - Date     Condition        Report By
 TP0295  HISTORY     - 1934     MONUMENTED       BPR
 TP0295  HISTORY     - 1946     GOOD             NGS
 TP0295
 TP0295                          STATION DESCRIPTION
 TP0295
 TP0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0295'10.0 MI E FROM REPUBLIC.
 TP0295'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  6.9 MILES
 TP0295'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0295'REPUBLIC, 0.4 MILE EAST OF THE JUNCTION WITH THE WALKER ROAD, AT THE
 TP0295'JUNCTION WITH A PRIVATE ROAD LEADING NORTHEAST TO A FARM HOUSE, ABOUT
 TP0295'75.0 FEET NORTHWEST OF THE CENTERLINE OF THE REPUBLIC-KETTLE FALLS
 TP0295'ROAD, ABOUT 40.0 FEET NORTHWEST OF THE CENTERLINE OF THE PRIVATE ROAD,
 TP0295'4.0 FEET NORTHWEST OF A WIRE FENCE, 4.5 FEET NORTHWEST OF A WITNESS
 TP0295'POST, A DISK IN TOP OF A CONCRETE POST, PROJECTING 0.4 FOOT ABOVE THE
 TP0295'GROUND, AND ABOUT 15.0 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0296 ***********************************************************************
 TP0296  DESIGNATION -  20 59
 TP0296  PID         -  TP0296
 TP0296  STATE/COUNTY-  WA/FERRY
 TP0296  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0296
 TP0296                         *CURRENT SURVEY CONTROL
 TP0296  ___________________________________________________________________
 TP0296* NAD 83(1986)-  48 36 36.     (N)    118 35 21.     (W)     SCALED    
 TP0296* NAVD 88     -      1099.103  (meters)    3605.97   (feet)  ADJUSTED  
 TP0296  ___________________________________________________________________
 TP0296  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TP0296  DYNAMIC HT  -        1099.147 (meters)    3606.12  (feet)  COMP
 TP0296  MODELED GRAV-     980,612.7   (mgal)                       NAVD 88
 TP0296
 TP0296  VERT ORDER  -  FIRST     CLASS II
 TP0296
 TP0296.The horizontal coordinates were scaled from a topographic map and have
 TP0296.an estimated accuracy of +/- 6 seconds.
 TP0296
 TP0296.The orthometric height was determined by differential leveling
 TP0296.and adjusted by the National Geodetic Survey in June 1991..
 TP0296
 TP0296.The geoid height was determined by GEOID03.
 TP0296
 TP0296.The dynamic height is computed by dividing the NAVD 88
 TP0296.geopotential number by the normal gravity value computed on the
 TP0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0296.degrees latitude (g = 980.6199 gals.).
 TP0296
 TP0296.The modeled gravity was interpolated from observed gravity values.
 TP0296
 TP0296;                    North         East    Units  Estimated Accuracy
 TP0296;SPC WA N     -   181,420.      665,460.      MT  (+/- 180 meters Scaled)
 TP0296
 TP0296                          SUPERSEDED SURVEY CONTROL
 TP0296
 TP0296  NGVD 29 (??/??/92) 1097.781  (m)         3601.64   (f) ADJ UNCH    1 2
 TP0296
 TP0296.Superseded values are not recommended for survey control.
 TP0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0296.See file dsdata.txt to determine how the superseded data were derived.
 TP0296
 TP0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP828853(NAD 83)
 TP0296_MARKER: DD = SURVEY DISK
 TP0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0296_STAMPING: 3604 20-59 1934
 TP0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0296+STABILITY: SURFACE MOTION
 TP0296
 TP0296  HISTORY     - Date     Condition        Report By
 TP0296  HISTORY     - 1934     MONUMENTED       BPR
 TP0296  HISTORY     - 1946     GOOD             NGS
 TP0296
 TP0296                          STATION DESCRIPTION
 TP0296
 TP0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0296'10.2 MI E FROM REPUBLIC.
 TP0296'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  7.1 MILES
 TP0296'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0296'REPUBLIC, 0.6 MILE EAST OF THE JUNCTION WITH THE WALKER ROAD, AT THE
 TP0296'JUNCTION WITH CALIFORNIA MINE ROAD, AT THE SOUTHWEST END OF A DEEP
 TP0296'CUT, 70.0 FEET SOUTHEAST OF THE CENTERLINE OF THE REPUBLIC-KETTLE
 TP0296'FALLS ROAD, 18.0 FEET EAST OF THE SOUTHWEST END OF A CULVERT, 7.0 FEET
 TP0296'SOUTHWEST OF THE CENTERLINE OF THE CALIFORNIA MINE ROAD, 2.4 FEET
 TP0296'NORTHWEST OF A WITNESS POST, A DISK IN TOP OF A CONCRETE POST,
 TP0296'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0264 ***********************************************************************
 TP0264  DESIGNATION -  20 6
 TP0264  PID         -  TP0264
 TP0264  STATE/COUNTY-  WA/FERRY
 TP0264  USGS QUAD   -  REPUBLIC (1992)
 TP0264
 TP0264                         *CURRENT SURVEY CONTROL
 TP0264  ___________________________________________________________________
 TP0264* NAD 83(1986)-  48 39 01.     (N)    118 40 59.     (W)     SCALED    
 TP0264* NAVD 88     -       724.429  (meters)    2376.73   (feet)  ADJUSTED  
 TP0264  ___________________________________________________________________
 TP0264  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TP0264  DYNAMIC HT  -         724.495 (meters)    2376.95  (feet)  COMP
 TP0264  MODELED GRAV-     980,678.7   (mgal)                       NAVD 88
 TP0264
 TP0264  VERT ORDER  -  FIRST     CLASS II
 TP0264
 TP0264.The horizontal coordinates were scaled from a topographic map and have
 TP0264.an estimated accuracy of +/- 6 seconds.
 TP0264
 TP0264.The orthometric height was determined by differential leveling
 TP0264.and adjusted by the National Geodetic Survey in June 1991..
 TP0264
 TP0264.The geoid height was determined by GEOID03.
 TP0264
 TP0264.The dynamic height is computed by dividing the NAVD 88
 TP0264.geopotential number by the normal gravity value computed on the
 TP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0264.degrees latitude (g = 980.6199 gals.).
 TP0264
 TP0264.The modeled gravity was interpolated from observed gravity values.
 TP0264
 TP0264;                    North         East    Units  Estimated Accuracy
 TP0264;SPC WA N     -   185,700.      658,420.      MT  (+/- 180 meters Scaled)
 TP0264
 TP0264                          SUPERSEDED SURVEY CONTROL
 TP0264
 TP0264  NGVD 29 (??/??/92)  723.145  (m)         2372.52   (f) ADJ UNCH    1 2
 TP0264
 TP0264.Superseded values are not recommended for survey control.
 TP0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0264.See file dsdata.txt to determine how the superseded data were derived.
 TP0264
 TP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP760899(NAD 83)
 TP0264_MARKER: DD = SURVEY DISK
 TP0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0264_STAMPING: 2374 20-6 1934
 TP0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0264+STABILITY: SURFACE MOTION
 TP0264
 TP0264  HISTORY     - Date     Condition        Report By
 TP0264  HISTORY     - 1934     MONUMENTED       BPR
 TP0264  HISTORY     - 1946     GOOD             NGS
 TP0264
 TP0264                          STATION DESCRIPTION
 TP0264
 TP0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0264'3.0 MI E FROM REPUBLIC.
 TP0264'3.0 MILES EAST ALONG STATE HIGHWAY NO.4 A FROM THE POST OFFICE AT
 TP0264'REPUBLIC, 0.1 MILE WEST OF THE JUNCTION OF THE REPUBLIC-KETTLE FALLS
 TP0264'ROAD AND HIGHWAY NO.4 A, 0.15 MILE EAST OF THE ROAD LEADING SOUTH TO
 TP0264'THE CREAMERY, 180.0 FEET WEST OF THE WEST END OF A CUT, 175.0 FEET
 TP0264'EAST OF HIGHWAY MARKER F.H.P. 20-A, 50.0 FEET SOUTH OF CENTERLINE OF
 TP0264'THE HIGHWAY, 1.8 FEET WEST OF A WITNESS POST, A BRONZE DISK IN TOP OF
 TP0264'A CONCRETE POST, PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 3.0
 TP0264'FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0297 ***********************************************************************
 TP0297  DESIGNATION -  20 64
 TP0297  PID         -  TP0297
 TP0297  STATE/COUNTY-  WA/FERRY
 TP0297  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0297
 TP0297                         *CURRENT SURVEY CONTROL
 TP0297  ___________________________________________________________________
 TP0297* NAD 83(1986)-  48 36 44.     (N)    118 35 11.     (W)     SCALED    
 TP0297* NAVD 88     -      1118.436  (meters)    3669.40   (feet)  ADJUSTED  
 TP0297  ___________________________________________________________________
 TP0297  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 TP0297  DYNAMIC HT  -        1118.480 (meters)    3669.55  (feet)  COMP
 TP0297  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 TP0297
 TP0297  VERT ORDER  -  FIRST     CLASS II
 TP0297
 TP0297.The horizontal coordinates were scaled from a topographic map and have
 TP0297.an estimated accuracy of +/- 6 seconds.
 TP0297
 TP0297.The orthometric height was determined by differential leveling
 TP0297.and adjusted by the National Geodetic Survey in June 1991..
 TP0297
 TP0297.The geoid height was determined by GEOID03.
 TP0297
 TP0297.The dynamic height is computed by dividing the NAVD 88
 TP0297.geopotential number by the normal gravity value computed on the
 TP0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0297.degrees latitude (g = 980.6199 gals.).
 TP0297
 TP0297.The modeled gravity was interpolated from observed gravity values.
 TP0297
 TP0297;                    North         East    Units  Estimated Accuracy
 TP0297;SPC WA N     -   181,670.      665,660.      MT  (+/- 180 meters Scaled)
 TP0297
 TP0297                          SUPERSEDED SURVEY CONTROL
 TP0297
 TP0297  NGVD 29 (??/??/92) 1117.113  (m)         3665.06   (f) ADJ UNCH    1 2
 TP0297
 TP0297.Superseded values are not recommended for survey control.
 TP0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0297.See file dsdata.txt to determine how the superseded data were derived.
 TP0297
 TP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP830855(NAD 83)
 TP0297_MARKER: DD = SURVEY DISK
 TP0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0297_STAMPING: 3667 20-64 1934
 TP0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0297+STABILITY: SURFACE MOTION
 TP0297
 TP0297  HISTORY     - Date     Condition        Report By
 TP0297  HISTORY     - 1934     MONUMENTED       BPR
 TP0297  HISTORY     - 1946     GOOD             NGS
 TP0297
 TP0297                          STATION DESCRIPTION
 TP0297
 TP0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0297'10.45 MI E FROM REPUBLIC.
 TP0297'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  7.35 MILES
 TP0297'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0297'REPUBLIC, 0.85 MILES EAST OF THE JUNCTION WITH THE WALKER ROAD, 0.2
 TP0297'MILE EAST OF THE CALIFORNIA MINE ROAD, 42.0 FEET NORTHEAST OF ENTERING
 TP0297'COLVILLE NATIONAL FOREST SIGN, 45.0 FEET NORTH OF THE CENTERLINE OF
 TP0297'THE ROAD, 21.0 FEET SOUTHEAST OF A PINE TREE WITH A TRIANGULAR BLAZE,
 TP0297'1.8 FEET SOUTH OF A WITNESS POST, A DISK IN TOP OF A CONCRETE POST,
 TP0297'PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT 7.0 FEET LOWER THAN
 TP0297'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0298 ***********************************************************************
 TP0298  DESIGNATION -  20 68
 TP0298  PID         -  TP0298
 TP0298  STATE/COUNTY-  WA/FERRY
 TP0298  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0298
 TP0298                         *CURRENT SURVEY CONTROL
 TP0298  ___________________________________________________________________
 TP0298* NAD 83(1986)-  48 36 47.     (N)    118 34 46.     (W)     SCALED    
 TP0298* NAVD 88     -      1150.163  (meters)    3773.49   (feet)  ADJUSTED  
 TP0298  ___________________________________________________________________
 TP0298  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 TP0298  DYNAMIC HT  -        1150.205 (meters)    3773.63  (feet)  COMP
 TP0298  MODELED GRAV-     980,607.2   (mgal)                       NAVD 88
 TP0298
 TP0298  VERT ORDER  -  FIRST     CLASS II
 TP0298
 TP0298.The horizontal coordinates were scaled from a topographic map and have
 TP0298.an estimated accuracy of +/- 6 seconds.
 TP0298
 TP0298.The orthometric height was determined by differential leveling
 TP0298.and adjusted by the National Geodetic Survey in June 1991..
 TP0298
 TP0298.The geoid height was determined by GEOID03.
 TP0298
 TP0298.The dynamic height is computed by dividing the NAVD 88
 TP0298.geopotential number by the normal gravity value computed on the
 TP0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0298.degrees latitude (g = 980.6199 gals.).
 TP0298
 TP0298.The modeled gravity was interpolated from observed gravity values.
 TP0298
 TP0298;                    North         East    Units  Estimated Accuracy
 TP0298;SPC WA N     -   181,780.      666,170.      MT  (+/- 180 meters Scaled)
 TP0298
 TP0298                          SUPERSEDED SURVEY CONTROL
 TP0298
 TP0298  NGVD 29 (??/??/92) 1148.838  (m)         3769.15   (f) ADJ UNCH    1 2
 TP0298
 TP0298.Superseded values are not recommended for survey control.
 TP0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0298.See file dsdata.txt to determine how the superseded data were derived.
 TP0298
 TP0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP835856(NAD 83)
 TP0298_MARKER: DD = SURVEY DISK
 TP0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0298_STAMPING: 3771 20-68 1934
 TP0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0298+STABILITY: SURFACE MOTION
 TP0298
 TP0298  HISTORY     - Date     Condition        Report By
 TP0298  HISTORY     - 1934     MONUMENTED       BPR
 TP0298  HISTORY     - 1946     GOOD             NGS
 TP0298
 TP0298                          STATION DESCRIPTION
 TP0298
 TP0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0298'10.85 MI E FROM REPUBLIC.
 TP0298'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  7.75 MILES
 TP0298'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0298'REPUBLIC, 1.25 MILES EAST OF THE JUNCTION WITH THE WALKER ROAD, 155.0
 TP0298'FEET WEST OF A 24-INCH CORRUGATED STEEL CULVERT WITH CONCRETE
 TP0298'HEADWALLS, 78.0 FEET WEST OF THE EAST END OF A SMALL FILL, 66.0 FEET
 TP0298'NORTH OF THE CENTERLINE OF THE ROAD, 42.0 FEET NORTHWEST OF A PINE
 TP0298'TREE WITH A TRIANGULAR BLAZE, 1.4 FEET SOUTH OF A WITNESS POST, A DISK
 TP0298'IN TOP OF A CONCRETE POST, PROJECTING 0.3 FOOT ABOVE THE GROUND, AND
 TP0298'ABOUT 10.0 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0266 ***********************************************************************
 TP0266  DESIGNATION -  20 7
 TP0266  PID         -  TP0266
 TP0266  STATE/COUNTY-  WA/FERRY
 TP0266  USGS QUAD   -  REPUBLIC (1992)
 TP0266
 TP0266                         *CURRENT SURVEY CONTROL
 TP0266  ___________________________________________________________________
 TP0266* NAD 83(1986)-  48 39 02.     (N)    118 40 58.     (W)     SCALED    
 TP0266* NAVD 88     -       750.801  (meters)    2463.25   (feet)  ADJUSTED  
 TP0266  ___________________________________________________________________
 TP0266  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TP0266  DYNAMIC HT  -         750.871 (meters)    2463.48  (feet)  COMP
 TP0266  MODELED GRAV-     980,678.8   (mgal)                       NAVD 88
 TP0266
 TP0266  VERT ORDER  -  FIRST     CLASS II
 TP0266
 TP0266.The horizontal coordinates were scaled from a topographic map and have
 TP0266.an estimated accuracy of +/- 6 seconds.
 TP0266
 TP0266.The orthometric height was determined by differential leveling
 TP0266.and adjusted by the National Geodetic Survey in June 1991..
 TP0266
 TP0266.The geoid height was determined by GEOID03.
 TP0266
 TP0266.The dynamic height is computed by dividing the NAVD 88
 TP0266.geopotential number by the normal gravity value computed on the
 TP0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0266.degrees latitude (g = 980.6199 gals.).
 TP0266
 TP0266.The modeled gravity was interpolated from observed gravity values.
 TP0266
 TP0266;                    North         East    Units  Estimated Accuracy
 TP0266;SPC WA N     -   185,730.      658,440.      MT  (+/- 180 meters Scaled)
 TP0266
 TP0266                          SUPERSEDED SURVEY CONTROL
 TP0266
 TP0266  NGVD 29 (??/??/92)  749.518  (m)         2459.04   (f) ADJ UNCH    1 2
 TP0266
 TP0266.Superseded values are not recommended for survey control.
 TP0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0266.See file dsdata.txt to determine how the superseded data were derived.
 TP0266
 TP0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP760899(NAD 83)
 TP0266_MARKER: DD = SURVEY DISK
 TP0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0266_STAMPING: 2461 20-7 1934
 TP0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0266+STABILITY: SURFACE MOTION
 TP0266
 TP0266  HISTORY     - Date     Condition        Report By
 TP0266  HISTORY     - 1934     MONUMENTED       BPR
 TP0266  HISTORY     - 1946     GOOD             NGS
 TP0266
 TP0266                          STATION DESCRIPTION
 TP0266
 TP0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0266'3.2 MI SE FROM REPUBLIC.
 TP0266'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  0.1 MILE SOUTH
 TP0266'ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0266'ABOUT 100.0 FEET SOUTH OF THE NORTH END OF A CUT, 40.0 FEET WEST OF
 TP0266'THE CENTERLINE OF THE ROAD, 3.1 FEET EAST OF A PINE TREE WITH A
 TP0266'TRIANGULAR BLAZE, A DISK IN TOP OF A CONCRETE POST, PROJECTING 0.4
 TP0266'FOOT ABOVE THE GROUND, AND ABOUT 10.0 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0299 ***********************************************************************
 TP0299  DESIGNATION -  20 72
 TP0299  PID         -  TP0299
 TP0299  STATE/COUNTY-  WA/FERRY
 TP0299  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0299
 TP0299                         *CURRENT SURVEY CONTROL
 TP0299  ___________________________________________________________________
 TP0299* NAD 83(1986)-  48 36 45.     (N)    118 34 33.     (W)     SCALED    
 TP0299* NAVD 88     -      1162.673  (meters)    3814.54   (feet)  ADJUSTED  
 TP0299  ___________________________________________________________________
 TP0299  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TP0299  DYNAMIC HT  -        1162.714 (meters)    3814.67  (feet)  COMP
 TP0299  MODELED GRAV-     980,604.7   (mgal)                       NAVD 88
 TP0299
 TP0299  VERT ORDER  -  FIRST     CLASS II
 TP0299
 TP0299.The horizontal coordinates were scaled from a topographic map and have
 TP0299.an estimated accuracy of +/- 6 seconds.
 TP0299
 TP0299.The orthometric height was determined by differential leveling
 TP0299.and adjusted by the National Geodetic Survey in June 1991..
 TP0299
 TP0299.The geoid height was determined by GEOID03.
 TP0299
 TP0299.The dynamic height is computed by dividing the NAVD 88
 TP0299.geopotential number by the normal gravity value computed on the
 TP0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0299.degrees latitude (g = 980.6199 gals.).
 TP0299
 TP0299.The modeled gravity was interpolated from observed gravity values.
 TP0299
 TP0299;                    North         East    Units  Estimated Accuracy
 TP0299;SPC WA N     -   181,730.      666,440.      MT  (+/- 180 meters Scaled)
 TP0299
 TP0299                          SUPERSEDED SURVEY CONTROL
 TP0299
 TP0299  NGVD 29 (??/??/92) 1161.346  (m)         3810.18   (f) ADJ UNCH    1 2
 TP0299
 TP0299.Superseded values are not recommended for survey control.
 TP0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0299.See file dsdata.txt to determine how the superseded data were derived.
 TP0299
 TP0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP838855(NAD 83)
 TP0299_MARKER: DD = SURVEY DISK
 TP0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0299_STAMPING: 3812 20-72 1934
 TP0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0299+STABILITY: SURFACE MOTION
 TP0299
 TP0299  HISTORY     - Date     Condition        Report By
 TP0299  HISTORY     - 1934     MONUMENTED       BPR
 TP0299  HISTORY     - 1946     GOOD             NGS
 TP0299
 TP0299                          STATION DESCRIPTION
 TP0299
 TP0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0299'11.0 MI E FROM REPUBLIC.
 TP0299'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  7.9 MILES
 TP0299'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0299'REPUBLIC, 1.4 MILES EAST OF THE JUNCTION WITH THE WALKER ROAD, 310.0
 TP0299'FEET WEST OF A CONCRETE CULVERT UNDER A HIGH FILL, 126.0 FEET EAST OF
 TP0299'THE EAST END OF A SMALL CUT, 40.0 FEET NORTHEAST OF THE CENTERLINE OF
 TP0299'THE ROAD, 9.0 FEET WEST OF A PINE TREE WITH A TRIANGULAR BLAZE, 1.5
 TP0299'FEET SOUTHWEST OF A WITNESS POST, A DISK IN TOP OF A CONCRETE POST,
 TP0299'PROJECTING 0.7 FOOT ABOVE THE GROUND, AND ABOUT 8.0 FEET LOWER THAN
 TP0299'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0300 ***********************************************************************
 TP0300  DESIGNATION -  20 73
 TP0300  PID         -  TP0300
 TP0300  STATE/COUNTY-  WA/FERRY
 TP0300  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0300
 TP0300                         *CURRENT SURVEY CONTROL
 TP0300  ___________________________________________________________________
 TP0300* NAD 83(1986)-  48 36 57.     (N)    118 34 05.     (W)     SCALED    
 TP0300* NAVD 88     -      1194.773  (meters)    3919.85   (feet)  ADJUSTED  
 TP0300  ___________________________________________________________________
 TP0300  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TP0300  DYNAMIC HT  -        1194.810 (meters)    3919.97  (feet)  COMP
 TP0300  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 TP0300
 TP0300  VERT ORDER  -  FIRST     CLASS II
 TP0300
 TP0300.The horizontal coordinates were scaled from a topographic map and have
 TP0300.an estimated accuracy of +/- 6 seconds.
 TP0300
 TP0300.The orthometric height was determined by differential leveling
 TP0300.and adjusted by the National Geodetic Survey in June 1991..
 TP0300
 TP0300.The geoid height was determined by GEOID03.
 TP0300
 TP0300.The dynamic height is computed by dividing the NAVD 88
 TP0300.geopotential number by the normal gravity value computed on the
 TP0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0300.degrees latitude (g = 980.6199 gals.).
 TP0300
 TP0300.The modeled gravity was interpolated from observed gravity values.
 TP0300
 TP0300;                    North         East    Units  Estimated Accuracy
 TP0300;SPC WA N     -   182,120.      667,000.      MT  (+/- 180 meters Scaled)
 TP0300
 TP0300                          SUPERSEDED SURVEY CONTROL
 TP0300
 TP0300  NGVD 29 (??/??/92) 1193.442  (m)         3915.48   (f) ADJ UNCH    1 2
 TP0300
 TP0300.Superseded values are not recommended for survey control.
 TP0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0300.See file dsdata.txt to determine how the superseded data were derived.
 TP0300
 TP0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP844859(NAD 83)
 TP0300_MARKER: DD = SURVEY DISK
 TP0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0300_STAMPING: 3918 20-73 1937
 TP0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0300+STABILITY: SURFACE MOTION
 TP0300
 TP0300  HISTORY     - Date     Condition        Report By
 TP0300  HISTORY     - 1937     MONUMENTED       BPR
 TP0300  HISTORY     - 1946     GOOD             NGS
 TP0300
 TP0300                          STATION DESCRIPTION
 TP0300
 TP0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0300'11.35 MI E FROM REPUBLIC.
 TP0300'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  8.25 MILES
 TP0300'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0300'REPUBLIC, 1.75 MILES EAST OF THE JUNCTION WITH THE WALKER ROAD, ABOUT
 TP0300'THE CENTER OF A HIGH FILL, ABOUT 180.0 FEET SOUTHWEST OF THE SOUTHWEST
 TP0300'END OF A DEEP ROCK CUT, 53.0 FEET SOUTHEAST OF THE CENTERLINE OF THE
 TP0300'ROAD, 15.5 WEST OF A 42-INCH PINE TREE, 1.1 FEET NORTHWEST OF A
 TP0300'WITNESS POST, A DISK IN TOP OF A CONCRETE POST, PROJECTING 0.3 FOOT
 TP0300'ABOVE THE GROUND, AND ABOUT 7.0 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0301 ***********************************************************************
 TP0301  DESIGNATION -  20 74
 TP0301  PID         -  TP0301
 TP0301  STATE/COUNTY-  WA/FERRY
 TP0301  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0301
 TP0301                         *CURRENT SURVEY CONTROL
 TP0301  ___________________________________________________________________
 TP0301* NAD 83(1986)-  48 36 50.     (N)    118 33 49.     (W)     SCALED    
 TP0301* NAVD 88     -      1232.997  (meters)    4045.26   (feet)  ADJUSTED  
 TP0301  ___________________________________________________________________
 TP0301  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 TP0301  DYNAMIC HT  -        1233.033 (meters)    4045.38  (feet)  COMP
 TP0301  MODELED GRAV-     980,595.8   (mgal)                       NAVD 88
 TP0301
 TP0301  VERT ORDER  -  FIRST     CLASS II
 TP0301
 TP0301.The horizontal coordinates were scaled from a topographic map and have
 TP0301.an estimated accuracy of +/- 6 seconds.
 TP0301
 TP0301.The orthometric height was determined by differential leveling
 TP0301.and adjusted by the National Geodetic Survey in June 1991..
 TP0301
 TP0301.The geoid height was determined by GEOID03.
 TP0301
 TP0301.The dynamic height is computed by dividing the NAVD 88
 TP0301.geopotential number by the normal gravity value computed on the
 TP0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0301.degrees latitude (g = 980.6199 gals.).
 TP0301
 TP0301.The modeled gravity was interpolated from observed gravity values.
 TP0301
 TP0301;                    North         East    Units  Estimated Accuracy
 TP0301;SPC WA N     -   181,910.      667,330.      MT  (+/- 180 meters Scaled)
 TP0301
 TP0301                          SUPERSEDED SURVEY CONTROL
 TP0301
 TP0301  NGVD 29 (??/??/92) 1231.665  (m)         4040.89   (f) ADJ UNCH    1 2
 TP0301
 TP0301.Superseded values are not recommended for survey control.
 TP0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0301.See file dsdata.txt to determine how the superseded data were derived.
 TP0301
 TP0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP847857(NAD 83)
 TP0301_MARKER: DD = SURVEY DISK
 TP0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0301_STAMPING: 4043 20-74 1937
 TP0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0301+STABILITY: SURFACE MOTION
 TP0301
 TP0301  HISTORY     - Date     Condition        Report By
 TP0301  HISTORY     - 1937     MONUMENTED       BPR
 TP0301  HISTORY     - 1946     GOOD             NGS
 TP0301
 TP0301                          STATION DESCRIPTION
 TP0301
 TP0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0301'11.75 MI E FROM REPUBLIC.
 TP0301'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  8.65 MILES
 TP0301'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0301'REPUBLIC, 2.15 MILES EAST OF THE JUNCTION WITH THE WALKER ROAD, ON THE
 TP0301'WEST SLOPE OF A HILL, AT THE WEST END OF A CUT AND THE EAST END OF A
 TP0301'SHORT HIGH FILL, 165.0 FEET EAST OF A 42-INCH CONCRETE CULVERT WITH
 TP0301'ROCK HEADWALLS, 93.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.0
 TP0301'FOOT NORTHWEST OF A WITNESS POST, A DISK IN TOP OF A CONCRETE POST,
 TP0301'PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT 15.0 FEET HIGHER THAN
 TP0301'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0303 ***********************************************************************
 TP0303  DESIGNATION -  20 75
 TP0303  PID         -  TP0303
 TP0303  STATE/COUNTY-  WA/FERRY
 TP0303  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0303
 TP0303                         *CURRENT SURVEY CONTROL
 TP0303  ___________________________________________________________________
 TP0303* NAD 83(1986)-  48 36 49.     (N)    118 33 38.     (W)     SCALED    
 TP0303* NAVD 88     -      1251.818  (meters)    4107.01   (feet)  ADJUSTED  
 TP0303  ___________________________________________________________________
 TP0303  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TP0303  DYNAMIC HT  -        1251.852 (meters)    4107.12  (feet)  COMP
 TP0303  MODELED GRAV-     980,593.4   (mgal)                       NAVD 88
 TP0303
 TP0303  VERT ORDER  -  FIRST     CLASS II
 TP0303
 TP0303.The horizontal coordinates were scaled from a topographic map and have
 TP0303.an estimated accuracy of +/- 6 seconds.
 TP0303
 TP0303.The orthometric height was determined by differential leveling
 TP0303.and adjusted by the National Geodetic Survey in June 1991..
 TP0303
 TP0303.The geoid height was determined by GEOID03.
 TP0303
 TP0303.The dynamic height is computed by dividing the NAVD 88
 TP0303.geopotential number by the normal gravity value computed on the
 TP0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0303.degrees latitude (g = 980.6199 gals.).
 TP0303
 TP0303.The modeled gravity was interpolated from observed gravity values.
 TP0303
 TP0303;                    North         East    Units  Estimated Accuracy
 TP0303;SPC WA N     -   181,880.      667,560.      MT  (+/- 180 meters Scaled)
 TP0303
 TP0303                          SUPERSEDED SURVEY CONTROL
 TP0303
 TP0303  NGVD 29 (??/??/92) 1250.485  (m)         4102.63   (f) ADJ UNCH    1 2
 TP0303
 TP0303.Superseded values are not recommended for survey control.
 TP0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0303.See file dsdata.txt to determine how the superseded data were derived.
 TP0303
 TP0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP849856(NAD 83)
 TP0303_MARKER: DD = SURVEY DISK
 TP0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0303_STAMPING: 4105 20-75 1937
 TP0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0303+STABILITY: SURFACE MOTION
 TP0303
 TP0303  HISTORY     - Date     Condition        Report By
 TP0303  HISTORY     - 1937     MONUMENTED       BPR
 TP0303  HISTORY     - 1946     GOOD             NGS
 TP0303
 TP0303                          STATION DESCRIPTION
 TP0303
 TP0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0303'11.95 MI E FROM REPUBLIC.
 TP0303'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  8.85 MILES
 TP0303'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0303'REPUBLIC, ON TOP OF A HIGH ROCK CUT, ABOUT 225.0 FEET EAST OF A
 TP0303'24-INCH CORRUGATED STEEL CULVERT WITH ROCK HEADWALLS, 60.0 FEET SOUTH
 TP0303'OF THE CENTERLINE OF THE ROAD, 1.2 FEET NORTH OF A WITNESS POST, A
 TP0303'DISK IN TOP OF A CONCRETE POST, PROJECTING 0.4 FOOT ABOVE THE GROUND,
 TP0303'AND ABOUT 20.0 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0302 ***********************************************************************
 TP0302  DESIGNATION -  20 76
 TP0302  PID         -  TP0302
 TP0302  STATE/COUNTY-  WA/FERRY
 TP0302  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0302
 TP0302                         *CURRENT SURVEY CONTROL
 TP0302  ___________________________________________________________________
 TP0302* NAD 83(1986)-  48 36 49.     (N)    118 33 34.     (W)     SCALED    
 TP0302* NAVD 88     -      1248.925  (meters)    4097.51   (feet)  ADJUSTED  
 TP0302  ___________________________________________________________________
 TP0302  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TP0302  DYNAMIC HT  -        1248.957 (meters)    4097.62  (feet)  COMP
 TP0302  MODELED GRAV-     980,592.5   (mgal)                       NAVD 88
 TP0302
 TP0302  VERT ORDER  -  FIRST     CLASS II
 TP0302
 TP0302.The horizontal coordinates were scaled from a topographic map and have
 TP0302.an estimated accuracy of +/- 6 seconds.
 TP0302
 TP0302.The orthometric height was determined by differential leveling
 TP0302.and adjusted by the National Geodetic Survey in June 1991..
 TP0302
 TP0302.The geoid height was determined by GEOID03.
 TP0302
 TP0302.The dynamic height is computed by dividing the NAVD 88
 TP0302.geopotential number by the normal gravity value computed on the
 TP0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0302.degrees latitude (g = 980.6199 gals.).
 TP0302
 TP0302.The modeled gravity was interpolated from observed gravity values.
 TP0302
 TP0302;                    North         East    Units  Estimated Accuracy
 TP0302;SPC WA N     -   181,890.      667,640.      MT  (+/- 180 meters Scaled)
 TP0302
 TP0302                          SUPERSEDED SURVEY CONTROL
 TP0302
 TP0302  NGVD 29 (??/??/92) 1247.590  (m)         4093.13   (f) ADJ UNCH    1 2
 TP0302
 TP0302.Superseded values are not recommended for survey control.
 TP0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0302.See file dsdata.txt to determine how the superseded data were derived.
 TP0302
 TP0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP850856(NAD 83)
 TP0302_MARKER: DD = SURVEY DISK
 TP0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0302_STAMPING: 4095 20-76 1940
 TP0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0302+STABILITY: SURFACE MOTION
 TP0302
 TP0302  HISTORY     - Date     Condition        Report By
 TP0302  HISTORY     - 1940     MONUMENTED       BPR
 TP0302  HISTORY     - 1946     GOOD             NGS
 TP0302
 TP0302                          STATION DESCRIPTION
 TP0302
 TP0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0302'12.0 MI E FROM REPUBLIC.
 TP0302'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  8.9 MILES
 TP0302'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0302'REPUBLIC, AT A SHORT FILL, 74.0 FEET SOUTH OF HIGHWAY MARKER POST
 TP0302'F.H.P. 20-D 20-F, ABOUT 45.0 FEET SOUTHWEST OF THE WEST END OF A CUT
 TP0302'AND HIGHWAY STATION POST NO.490, 55.0 FEET SOUTH OF THE CENTERLINE OF
 TP0302'THE ROAD, 20.4 FEET SOUTH OF THE SOUTH END OF A 24-INCH CONCRETE
 TP0302'CULVERT, 1.2 FEET NORTH OF A WITNESS POST, A DISK IN TOP OF A CONCRETE
 TP0302'POST, PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT 10.0 FEET LOWER
 TP0302'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0304 ***********************************************************************
 TP0304  DESIGNATION -  20 77
 TP0304  PID         -  TP0304
 TP0304  STATE/COUNTY-  WA/FERRY
 TP0304  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0304
 TP0304                         *CURRENT SURVEY CONTROL
 TP0304  ___________________________________________________________________
 TP0304* NAD 83(1986)-  48 36 46.     (N)    118 33 06.     (W)     SCALED    
 TP0304* NAVD 88     -      1282.092  (meters)    4206.33   (feet)  ADJUSTED  
 TP0304  ___________________________________________________________________
 TP0304  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 TP0304  DYNAMIC HT  -        1282.119 (meters)    4206.42  (feet)  COMP
 TP0304  MODELED GRAV-     980,586.3   (mgal)                       NAVD 88
 TP0304
 TP0304  VERT ORDER  -  FIRST     CLASS II
 TP0304
 TP0304.The horizontal coordinates were scaled from a topographic map and have
 TP0304.an estimated accuracy of +/- 6 seconds.
 TP0304
 TP0304.The orthometric height was determined by differential leveling
 TP0304.and adjusted by the National Geodetic Survey in June 1991..
 TP0304
 TP0304.The geoid height was determined by GEOID03.
 TP0304
 TP0304.The dynamic height is computed by dividing the NAVD 88
 TP0304.geopotential number by the normal gravity value computed on the
 TP0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0304.degrees latitude (g = 980.6199 gals.).
 TP0304
 TP0304.The modeled gravity was interpolated from observed gravity values.
 TP0304
 TP0304;                    North         East    Units  Estimated Accuracy
 TP0304;SPC WA N     -   181,810.      668,220.      MT  (+/- 180 meters Scaled)
 TP0304
 TP0304                          SUPERSEDED SURVEY CONTROL
 TP0304
 TP0304  NGVD 29 (??/??/92) 1280.753  (m)         4201.94   (f) ADJ UNCH    1 2
 TP0304
 TP0304.Superseded values are not recommended for survey control.
 TP0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0304.See file dsdata.txt to determine how the superseded data were derived.
 TP0304
 TP0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP856855(NAD 83)
 TP0304_MARKER: DD = SURVEY DISK
 TP0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0304_STAMPING: 4204 20-77 1938
 TP0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0304+STABILITY: SURFACE MOTION
 TP0304
 TP0304  HISTORY     - Date     Condition        Report By
 TP0304  HISTORY     - 1938     MONUMENTED       BPR
 TP0304  HISTORY     - 1946     GOOD             NGS
 TP0304
 TP0304                          STATION DESCRIPTION
 TP0304
 TP0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0304'12.4 MI E FROM REPUBLIC.
 TP0304'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  9.3 MILES
 TP0304'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0304'REPUBLIC, ABOUT 35.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A CUT,
 TP0304'32.0 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 31.6 FEET SOUTH OF
 TP0304'THE SOUTHWEST END OF A 24-INCH CORRUGATED STEEL CULVERT WITH ROCK
 TP0304'HEADWALLS, 0.9 FOOT NORTHEAST OF A WITNESS POST, A DISK IN TOP OF A
 TP0304'CONCRETE POST, PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 TP0304'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0306 ***********************************************************************
 TP0306  DESIGNATION -  20 78
 TP0306  PID         -  TP0306
 TP0306  STATE/COUNTY-  WA/FERRY
 TP0306  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0306
 TP0306                         *CURRENT SURVEY CONTROL
 TP0306  ___________________________________________________________________
 TP0306* NAD 83(1986)-  48 36 17.     (N)    118 32 12.     (W)     SCALED    
 TP0306* NAVD 88     -      1364.488  (meters)    4476.66   (feet)  ADJUSTED  
 TP0306  ___________________________________________________________________
 TP0306  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TP0306  DYNAMIC HT  -        1364.500 (meters)    4476.70  (feet)  COMP
 TP0306  MODELED GRAV-     980,570.8   (mgal)                       NAVD 88
 TP0306
 TP0306  VERT ORDER  -  FIRST     CLASS II
 TP0306
 TP0306.The horizontal coordinates were scaled from a topographic map and have
 TP0306.an estimated accuracy of +/- 6 seconds.
 TP0306
 TP0306.The orthometric height was determined by differential leveling
 TP0306.and adjusted by the National Geodetic Survey in June 1991..
 TP0306
 TP0306.The geoid height was determined by GEOID03.
 TP0306
 TP0306.The dynamic height is computed by dividing the NAVD 88
 TP0306.geopotential number by the normal gravity value computed on the
 TP0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0306.degrees latitude (g = 980.6199 gals.).
 TP0306
 TP0306.The modeled gravity was interpolated from observed gravity values.
 TP0306
 TP0306;                    North         East    Units  Estimated Accuracy
 TP0306;SPC WA N     -   180,950.      669,350.      MT  (+/- 180 meters Scaled)
 TP0306
 TP0306                          SUPERSEDED SURVEY CONTROL
 TP0306
 TP0306  NGVD 29 (??/??/92) 1363.136  (m)         4472.22   (f) ADJ UNCH    1 2
 TP0306
 TP0306.Superseded values are not recommended for survey control.
 TP0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0306.See file dsdata.txt to determine how the superseded data were derived.
 TP0306
 TP0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP867846(NAD 83)
 TP0306_MARKER: DD = SURVEY DISK
 TP0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0306_STAMPING: 4474 20-78 1938
 TP0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0306+STABILITY: SURFACE MOTION
 TP0306
 TP0306  HISTORY     - Date     Condition        Report By
 TP0306  HISTORY     - 1938     MONUMENTED       BPR
 TP0306  HISTORY     - 1946     GOOD             NGS
 TP0306
 TP0306                          STATION DESCRIPTION
 TP0306
 TP0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0306'13.4 MI E FROM REPUBLIC.
 TP0306'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  10.3 MILES
 TP0306'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0306'REPUBLIC, ABOUT 345.0 FEET NORTHWEST OF A 24-INCH CORRUGATED STEEL
 TP0306'CULVERT UNDER A HIGH FILL, 29.0 FEET EAST OF THE CENTERLINE OF THE
 TP0306'ROAD, 15.7 FEET WEST OF A PINE TREE WITH A TRIANGULAR BLAZE, 1.7 FEET
 TP0306'WEST OF A WITNESS POST, A DISK IN TOP OF A CONCRETE POST, PROJECTING
 TP0306'0.3 FOOT ABOVE THE GROUND, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0307 ***********************************************************************
 TP0307  DESIGNATION -  20 79
 TP0307  PID         -  TP0307
 TP0307  STATE/COUNTY-  WA/FERRY
 TP0307  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0307
 TP0307                         *CURRENT SURVEY CONTROL
 TP0307  ___________________________________________________________________
 TP0307* NAD 83(1986)-  48 35 42.     (N)    118 31 19.     (W)     SCALED    
 TP0307* NAVD 88     -      1426.930  (meters)    4681.52   (feet)  ADJUSTED  
 TP0307  ___________________________________________________________________
 TP0307  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 TP0307  DYNAMIC HT  -        1426.921 (meters)    4681.49  (feet)  COMP
 TP0307  MODELED GRAV-     980,553.7   (mgal)                       NAVD 88
 TP0307
 TP0307  VERT ORDER  -  FIRST     CLASS II
 TP0307
 TP0307.The horizontal coordinates were scaled from a topographic map and have
 TP0307.an estimated accuracy of +/- 6 seconds.
 TP0307
 TP0307.The orthometric height was determined by differential leveling
 TP0307.and adjusted by the National Geodetic Survey in June 1991..
 TP0307
 TP0307.The geoid height was determined by GEOID03.
 TP0307
 TP0307.The dynamic height is computed by dividing the NAVD 88
 TP0307.geopotential number by the normal gravity value computed on the
 TP0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0307.degrees latitude (g = 980.6199 gals.).
 TP0307
 TP0307.The modeled gravity was interpolated from observed gravity values.
 TP0307
 TP0307;                    North         East    Units  Estimated Accuracy
 TP0307;SPC WA N     -   179,900.      670,470.      MT  (+/- 180 meters Scaled)
 TP0307
 TP0307                          SUPERSEDED SURVEY CONTROL
 TP0307
 TP0307  NGVD 29 (??/??/92) 1425.560  (m)         4677.02   (f) ADJ UNCH    1 2
 TP0307
 TP0307.Superseded values are not recommended for survey control.
 TP0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0307.See file dsdata.txt to determine how the superseded data were derived.
 TP0307
 TP0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP877835(NAD 83)
 TP0307_MARKER: DD = SURVEY DISK
 TP0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0307_STAMPING: 4679 20-79 1940
 TP0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0307+STABILITY: SURFACE MOTION
 TP0307
 TP0307  HISTORY     - Date     Condition        Report By
 TP0307  HISTORY     - 1940     MONUMENTED       BPR
 TP0307  HISTORY     - 1946     GOOD             NGS
 TP0307
 TP0307                          STATION DESCRIPTION
 TP0307
 TP0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0307'14.2 MI E FROM REPUBLIC.
 TP0307'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  11.1 MILES
 TP0307'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0307'REPUBLIC, 3.1 MILES WEST OF THE SUMMIT OF SHERMAN CREEK PASS, ABOUT
 TP0307'110.0 FEET WEST OF THE WEST END OF A ROCK CUT, 80.0 FEET EAST OF A
 TP0307'24-INCH CORRUGATED STEEL CULVERT UNDER A HIGH FILL, 80.0 FEET SOUTH OF
 TP0307'HIGHWAY MARKER F.H.P. 20-F 20-G, 60.0 FEET SOUTH OF THE CENTERLINE OF
 TP0307'THE ROAD, 1.9 FEET NORTHEAST OF AN ASPEN TREE WITH A TRIANGULAR BLAZE,
 TP0307'1.0 FOOT NORTH OF A WITNESS POST, A DISK IN TOP OF A CONCRETE POST,
 TP0307'AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0308 ***********************************************************************
 TP0308  DESIGNATION -  20 80
 TP0308  PID         -  TP0308
 TP0308  STATE/COUNTY-  WA/FERRY
 TP0308  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0308
 TP0308                         *CURRENT SURVEY CONTROL
 TP0308  ___________________________________________________________________
 TP0308* NAD 83(1986)-  48 35 53.     (N)    118 30 35.     (W)     SCALED    
 TP0308* NAVD 88     -      1507.958  (meters)    4947.36   (feet)  ADJUSTED  
 TP0308  ___________________________________________________________________
 TP0308  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 TP0308  DYNAMIC HT  -        1507.929 (meters)    4947.26  (feet)  COMP
 TP0308  MODELED GRAV-     980,536.9   (mgal)                       NAVD 88
 TP0308
 TP0308  VERT ORDER  -  FIRST     CLASS II
 TP0308
 TP0308.The horizontal coordinates were scaled from a topographic map and have
 TP0308.an estimated accuracy of +/- 6 seconds.
 TP0308
 TP0308.The orthometric height was determined by differential leveling
 TP0308.and adjusted by the National Geodetic Survey in June 1991..
 TP0308
 TP0308.The geoid height was determined by GEOID03.
 TP0308
 TP0308.The dynamic height is computed by dividing the NAVD 88
 TP0308.geopotential number by the normal gravity value computed on the
 TP0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0308.degrees latitude (g = 980.6199 gals.).
 TP0308
 TP0308.The modeled gravity was interpolated from observed gravity values.
 TP0308
 TP0308;                    North         East    Units  Estimated Accuracy
 TP0308;SPC WA N     -   180,270.      671,360.      MT  (+/- 180 meters Scaled)
 TP0308
 TP0308                          SUPERSEDED SURVEY CONTROL
 TP0308
 TP0308  NGVD 29 (??/??/92) 1506.575  (m)         4942.82   (f) ADJ UNCH    1 2
 TP0308
 TP0308.Superseded values are not recommended for survey control.
 TP0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0308.See file dsdata.txt to determine how the superseded data were derived.
 TP0308
 TP0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP886838(NAD 83)
 TP0308_MARKER: DD = SURVEY DISK
 TP0308_SETTING: 80 = SET IN A BOULDER
 TP0308_SP_SET: BOULDER
 TP0308_STAMPING: 4945 20-80 1940
 TP0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0308+STABILITY: SURFACE MOTION
 TP0308
 TP0308  HISTORY     - Date     Condition        Report By
 TP0308  HISTORY     - 1940     MONUMENTED       BPR
 TP0308  HISTORY     - 1946     GOOD             NGS
 TP0308
 TP0308                          STATION DESCRIPTION
 TP0308
 TP0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0308'15.2 MI E FROM REPUBLIC.
 TP0308'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  12.1 MILES
 TP0308'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0308'REPUBLIC, 2.2 MILES WEST OF THE SUMMIT OF THE SHERMAN CREEK PASS, AT
 TP0308'THE SOUTHEAST END OF A DEEP CUT AND THE NORTHWEST END OF A HIGH FILL,
 TP0308'ABOUT 280.0 FEET NORTH OF A 42-INCH CORRUGATED STEEL CULVERT AT OBRIEN
 TP0308'CREEK, 34.0 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 10.5 FEET
 TP0308'SOUTHEAST OF A PINE TREE WITH A TRIANGULAR BLAZE, 2.2 FEET SOUTHWEST
 TP0308'OF A WITNESS POST, A DISK IN TOP OF A BOULDER, AND ABOUT LEVEL WITH
 TP0308'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0267 ***********************************************************************
 TP0267  DESIGNATION -  20 9
 TP0267  PID         -  TP0267
 TP0267  STATE/COUNTY-  WA/FERRY
 TP0267  USGS QUAD   -  REPUBLIC (1992)
 TP0267
 TP0267                         *CURRENT SURVEY CONTROL
 TP0267  ___________________________________________________________________
 TP0267* NAD 83(1986)-  48 38 51.     (N)    118 41 02.     (W)     SCALED    
 TP0267* NAVD 88     -       753.690  (meters)    2472.73   (feet)  ADJUSTED  
 TP0267  ___________________________________________________________________
 TP0267  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TP0267  DYNAMIC HT  -         753.759 (meters)    2472.96  (feet)  COMP
 TP0267  MODELED GRAV-     980,677.7   (mgal)                       NAVD 88
 TP0267
 TP0267  VERT ORDER  -  FIRST     CLASS II
 TP0267
 TP0267.The horizontal coordinates were scaled from a topographic map and have
 TP0267.an estimated accuracy of +/- 6 seconds.
 TP0267
 TP0267.The orthometric height was determined by differential leveling
 TP0267.and adjusted by the National Geodetic Survey in June 1991..
 TP0267
 TP0267.The geoid height was determined by GEOID03.
 TP0267
 TP0267.The dynamic height is computed by dividing the NAVD 88
 TP0267.geopotential number by the normal gravity value computed on the
 TP0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0267.degrees latitude (g = 980.6199 gals.).
 TP0267
 TP0267.The modeled gravity was interpolated from observed gravity values.
 TP0267
 TP0267;                    North         East    Units  Estimated Accuracy
 TP0267;SPC WA N     -   185,390.      658,360.      MT  (+/- 180 meters Scaled)
 TP0267
 TP0267                          SUPERSEDED SURVEY CONTROL
 TP0267
 TP0267  NGVD 29 (??/??/92)  752.406  (m)         2468.52   (f) ADJ UNCH    1 2
 TP0267
 TP0267.Superseded values are not recommended for survey control.
 TP0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0267.See file dsdata.txt to determine how the superseded data were derived.
 TP0267
 TP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP759896(NAD 83)
 TP0267_MARKER: DD = SURVEY DISK
 TP0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0267_STAMPING: 2470 20-9 1934
 TP0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0267+STABILITY: SURFACE MOTION
 TP0267
 TP0267  HISTORY     - Date     Condition        Report By
 TP0267  HISTORY     - 1934     MONUMENTED       BPR
 TP0267  HISTORY     - 1946     GOOD             NGS
 TP0267
 TP0267                          STATION DESCRIPTION
 TP0267
 TP0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0267'3.3 MI SE FROM REPUBLIC.
 TP0267'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  0.2 MILE SOUTH
 TP0267'ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT REPUBLIC,
 TP0267'80.0 FEET SOUTH OF THE EAST END OF A CORRUGATED STEEL CULVERT WITH A
 TP0267'STONE HEADWALL ON THE EAST END, 50.0 FEET SOUTH OF HIGHWAY STATION
 TP0267'POST NO.30, 40.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.8 FEET
 TP0267'WEST OF A WITNESS POST, A DISK IN TOP OF A CONCRETE POST, PROJECTING
 TP0267'0.2 FOOT ABOVE THE GROUND, AND ABOUT 4.0 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0671 ***********************************************************************
 TP0671  DESIGNATION -  20 AA
 TP0671  PID         -  TP0671
 TP0671  STATE/COUNTY-  WA/OKANOGAN
 TP0671  USGS QUAD   -  DUNCAN RIDGE (1981)
 TP0671
 TP0671                         *CURRENT SURVEY CONTROL
 TP0671  ___________________________________________________________________
 TP0671* NAD 83(1986)-  48 51 39.     (N)    119 49 55.     (W)     SCALED    
 TP0671* NAVD 88     -      1476.707  (meters)    4844.83   (feet)  ADJUSTED  
 TP0671  ___________________________________________________________________
 TP0671  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 TP0671  DYNAMIC HT  -        1476.684 (meters)    4844.75  (feet)  COMP
 TP0671  MODELED GRAV-     980,542.2   (mgal)                       NAVD 88
 TP0671
 TP0671  VERT ORDER  -  SECOND    CLASS 0
 TP0671
 TP0671.The horizontal coordinates were scaled from a topographic map and have
 TP0671.an estimated accuracy of +/- 6 seconds.
 TP0671
 TP0671.The orthometric height was determined by differential leveling
 TP0671.and adjusted by the National Geodetic Survey in June 1991..
 TP0671
 TP0671.The geoid height was determined by GEOID03.
 TP0671
 TP0671.The dynamic height is computed by dividing the NAVD 88
 TP0671.geopotential number by the normal gravity value computed on the
 TP0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0671.degrees latitude (g = 980.6199 gals.).
 TP0671
 TP0671.The modeled gravity was interpolated from observed gravity values.
 TP0671
 TP0671;                    North         East    Units  Estimated Accuracy
 TP0671;SPC WA N     -   207,380.      573,480.      MT  (+/- 180 meters Scaled)
 TP0671
 TP0671                          SUPERSEDED SURVEY CONTROL
 TP0671
 TP0671  NGVD 29 (??/??/92) 1475.278  (m)         4840.14   (f) ADJ UNCH    2 0
 TP0671
 TP0671.Superseded values are not recommended for survey control.
 TP0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0671.See file dsdata.txt to determine how the superseded data were derived.
 TP0671
 TP0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ922158(NAD 83)
 TP0671_MARKER: DD = SURVEY DISK
 TP0671_SETTING: 66 = SET IN ROCK OUTCROP
 TP0671_SP_SET: GRANITE OUTCROP
 TP0671_STAMPING: 20 AA 1954 4840
 TP0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0671+STABILITY: POSITION/ELEVATION WELL
 TP0671
 TP0671  HISTORY     - Date     Condition        Report By
 TP0671  HISTORY     - 1954     MONUMENTED       USGS
 TP0671  HISTORY     - 1959     GOOD             NGS
 TP0671  HISTORY     - 1970     GOOD             NGS
 TP0671
 TP0671                          STATION DESCRIPTION
 TP0671
 TP0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0671'16.15 MI W FROM LOOMIS.
 TP0671'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0671'LOOMIS, THENCE 14.0 MILES WEST ALONG A GRAVEL ROAD, AT THE EAST END
 TP0671'AND ON THE OUTSIDE OF A CURVE, IN TOP OF AN 8-BY 12-FOOT GRANITE
 TP0671'OUTCROP WHICH PROJECTS ABOUT 5 FEET ABOVE THE GROUND, 38 FEET SOUTH OF
 TP0671'THE CENTER LINE OF THE ROAD, 59 FEET SOUTHWEST OF THE SOUTH END OF A
 TP0671'12-INCH PIPE CULVERT UNDER THE ROAD, 9.0 FEET SOUTH-SOUTHWEST OF A
 TP0671'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  NOTE-- CONSTR OF
 TP0671'ROAD PLANNED, BM RESET.
 TP0671
 TP0671                          STATION RECOVERY (1970)
 TP0671
 TP0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 TP0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0672 ***********************************************************************
 TP0672  DESIGNATION -  20 AA RESET 1970
 TP0672  PID         -  TP0672
 TP0672  STATE/COUNTY-  WA/OKANOGAN
 TP0672  USGS QUAD   -  DUNCAN RIDGE (1981)
 TP0672
 TP0672                         *CURRENT SURVEY CONTROL
 TP0672  ___________________________________________________________________
 TP0672* NAD 83(1986)-  48 51 39.     (N)    119 49 55.     (W)     SCALED    
 TP0672* NAVD 88     -      1470.87   (+/-2cm)    4825.7    (feet)  VERTCON   
 TP0672  ___________________________________________________________________
 TP0672  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 TP0672
 TP0672  VERT ORDER  -  THIRD (See Below)
 TP0672
 TP0672.The horizontal coordinates were scaled from a topographic map and have
 TP0672.an estimated accuracy of +/- 6 seconds.
 TP0672
 TP0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0672.The vertical order pertains to the NGVD 29 superseded value.
 TP0672
 TP0672.The geoid height was determined by GEOID03.
 TP0672
 TP0672;                    North         East    Units  Estimated Accuracy
 TP0672;SPC WA N     -   207,380.      573,480.      MT  (+/- 180 meters Scaled)
 TP0672
 TP0672                          SUPERSEDED SURVEY CONTROL
 TP0672
 TP0672  NGVD 29 (12/17/02) 1469.45   (m)         4821.0    (f) RESET       3  
 TP0672
 TP0672.Superseded values are not recommended for survey control.
 TP0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0672.See file dsdata.txt to determine how the superseded data were derived.
 TP0672
 TP0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ922158(NAD 83)
 TP0672_MARKER: DD = SURVEY DISK
 TP0672_SETTING: 80 = SET IN A BOULDER
 TP0672_STAMPING: 20 AA RESET 1970
 TP0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0672+STABILITY: SURFACE MOTION
 TP0672
 TP0672  HISTORY     - Date     Condition        Report By
 TP0672  HISTORY     - 1970     MONUMENTED       NGS
 TP0672  HISTORY     - 1976     GOOD             USGS
 TP0672
 TP0672                          STATION DESCRIPTION
 TP0672
 TP0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 TP0672'16.15 MI W FROM LOOMIS.
 TP0672'THE MARK IS ON TOATS COULEE ROAD, ABOUT 500 FEET EAST OF A ROAD FORK
 TP0672'AND SIGN IRON GATE 9 HORSESHOE BASIN 13, 60 FEET SOUTH OF THE CENTER
 TP0672'OF THE ROAD, 10 FEET EAST OF THE CENTER OF A CREEK BED, ABOUT 20 FEET
 TP0672'LOWER THAN THE ROAD, A STANDARD DISK SET IN A 4X6-FOOT BOULDER WHICH
 TP0672'PROJECTS 2 FEET.  IT IS NEAR THE SOUTHEAST CORNER OF SECTION 20, T 39
 TP0672'N, R 24 E.  NOTE-- REACHED FROM THE ROAD INTERSECTION AT THE WEST EDGE
 TP0672'OF LOOMIS BY GOING NORTH ON THE BLACKTOP ROAD FOR 2.3 MILES TO A T
 TP0672'ROAD, TURN LEFT AND FOLLOW THE MAIN ROAD WESTERLY 8.3 MILES TOWARDS
 TP0672'TOATS COULEE TO NORTH FORK CAMP.  CONTINUE 4.3 MILES TO V 393 RESET
 TP0672'1965 ON THE LEFT, CONTINUE 0.3 MILE TO THE OKANOGAN NATIONAL FOREST
 TP0672'BOUNDARY, CONTINUE WESTERLY 0.65 MILE TO A SMALL CREEK AND THE MARK ON
 TP0672'THE LEFT.
 TP0672
 TP0672                          STATION RECOVERY (1976)
 TP0672
 TP0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TP0672'THE MARK IS ON TOATS COULEE ROAD, ABOUT 500 FT E. OF A ROAD FORK AND
 TP0672'SIGN 'HORSESHOE BASIN 13' 68 FT S. OF THE CENTER OF THE ROAD, 10 FT
 TP0672'E. OF THE CENTER OF A CREEK BED, ABOUT 13.6 FT LOWER THAN THE ROAD, A
 TP0672'STANDARD DISK SET IN A 4 X 6 FT BOULDER WHICH PROJECTS 2 FT. IT IS
 TP0672'NEAR THE SE. CORNER OF SEC 20, T 39 N, R 24 E. REACHED FROM THE ROAD
 TP0672'INTERSECTION AT THE W. END OF LOOMIS BY GOING N. ON THE BLACKTOP ROAD
 TP0672'FOR 2.3 MI TO A "T" ROAD, TURN LEFT AND FOLLOW THE MAIN ROAD W. 8.3
 TP0672'MI TOWARDS TOATS COULEE TO NORTH FORK CAMP, CONTINUE 4.3 MI TO V 393
 TP0672'RESET 1965 ON THE LEFT, CONTINUE 0.95 MI TO A SMALL CREEK AND THE
 TP0672'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0634 ***********************************************************************
 RD0634  DESIGNATION -  20 B 13
 RD0634  PID         -  RD0634
 RD0634  STATE/COUNTY-  WA/CLARK
 RD0634  USGS QUAD   -  RIDGEFIELD (1990)
 RD0634
 RD0634                         *CURRENT SURVEY CONTROL
 RD0634  ___________________________________________________________________
 RD0634* NAD 83(1986)-  45 45 12.     (N)    122 44 38.     (W)     SCALED    
 RD0634* NAVD 88     -         6.924  (meters)      22.72   (feet)  ADJUSTED  
 RD0634  ___________________________________________________________________
 RD0634  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 RD0634  DYNAMIC HT  -           6.924 (meters)      22.72  (feet)  COMP
 RD0634  MODELED GRAV-     980,633.6   (mgal)                       NAVD 88
 RD0634
 RD0634  VERT ORDER  -  FIRST     CLASS II
 RD0634
 RD0634.The horizontal coordinates were scaled from a topographic map and have
 RD0634.an estimated accuracy of +/- 6 seconds.
 RD0634
 RD0634.The orthometric height was determined by differential leveling
 RD0634.and adjusted by the National Geodetic Survey in June 1991..
 RD0634
 RD0634.The geoid height was determined by GEOID03.
 RD0634
 RD0634.The dynamic height is computed by dividing the NAVD 88
 RD0634.geopotential number by the normal gravity value computed on the
 RD0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0634.degrees latitude (g = 980.6199 gals.).
 RD0634
 RD0634.The modeled gravity was interpolated from observed gravity values.
 RD0634
 RD0634;                    North         East    Units  Estimated Accuracy
 RD0634;SPC WA S     -    49,170.      325,430.      MT  (+/- 180 meters Scaled)
 RD0634
 RD0634                          SUPERSEDED SURVEY CONTROL
 RD0634
 RD0634  NGVD 29 (??/??/92)    5.959  (m)           19.55   (f) ADJ UNCH    1 2
 RD0634
 RD0634.Superseded values are not recommended for survey control.
 RD0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0634.See file dsdata.txt to determine how the superseded data were derived.
 RD0634
 RD0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER199666(NAD 83)
 RD0634_MARKER: DD = SURVEY DISK
 RD0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0634_SP_SET: CULVERT
 RD0634_STAMPING: 1914 20 B 13
 RD0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0634
 RD0634  HISTORY     - Date     Condition        Report By
 RD0634  HISTORY     - 1914     MONUMENTED       USGS
 RD0634  HISTORY     - 1935     GOOD             NGS
 RD0634  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 RD0634
 RD0634                          STATION DESCRIPTION
 RD0634
 RD0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0634'5 MI S FROM RIDGEFIELD.
 RD0634'ABOUT 5 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RD0634'RIDGEFIELD, CLARK COUNTY, ABOUT 13 RAIL LENGTHS NORTH OF OLD STATION
 RD0634'SITE AT KNAPP, ABOUT 9 1/2 RAIL LENGTHS NORTH OF SWITCH TO THE SIDE
 RD0634'TRACK AT KNAPP, ON THE OUTSIDE OF A LONG CURVE, 38 FEET WEST OF THE
 RD0634'CENTER OF THE WEST DOUBLE TRACK, AND IN THE TOP OF THE SOUTH END OF
 RD0634'THE WEST ENDWALL OF THE CONCRETE CULVERT UNDER THE TRACKS AT WHIPPLE
 RD0634'CREEK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1914
 RD0634'20 B 13, AND SET ABOUT 20 FEET BELOW THE TRACK LEVEL.
 RD0634
 RD0634                          STATION RECOVERY (2005)
 RD0634
 RD0634'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD0634'ABOUT 5 FT OF CONCRETE HAS BEEN ADDED TO THE TOP OF THIS CULVERT SO
 RD0634'THE TRACKS COULD BE RAISED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0242 ***********************************************************************
 SB0242  DESIGNATION -  20 E USGS
 SB0242  PID         -  SB0242
 SB0242  STATE/COUNTY-  WA/KITTITAS
 SB0242  USGS QUAD   -  BOYLSTON (1953)
 SB0242
 SB0242                         *CURRENT SURVEY CONTROL
 SB0242  ___________________________________________________________________
 SB0242* NAD 83(1986)-  46 57 54.     (N)    120 10 06.     (W)     SCALED    
 SB0242* NAVD 88     -       701.109  (meters)    2300.22   (feet)  ADJUSTED  
 SB0242  ___________________________________________________________________
 SB0242  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 SB0242  DYNAMIC HT  -         701.094 (meters)    2300.17  (feet)  COMP
 SB0242  MODELED GRAV-     980,568.7   (mgal)                       NAVD 88
 SB0242
 SB0242  VERT ORDER  -  SECOND    CLASS 0
 SB0242
 SB0242.The horizontal coordinates were scaled from a topographic map and have
 SB0242.an estimated accuracy of +/- 6 seconds.
 SB0242
 SB0242.The orthometric height was determined by differential leveling
 SB0242.and adjusted by the National Geodetic Survey in June 1991..
 SB0242
 SB0242.The geoid height was determined by GEOID03.
 SB0242
 SB0242.The dynamic height is computed by dividing the NAVD 88
 SB0242.geopotential number by the normal gravity value computed on the
 SB0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0242.degrees latitude (g = 980.6199 gals.).
 SB0242
 SB0242.The modeled gravity was interpolated from observed gravity values.
 SB0242
 SB0242;                    North         East    Units  Estimated Accuracy
 SB0242;SPC WA S     -   181,420.      525,240.      MT  (+/- 180 meters Scaled)
 SB0242
 SB0242                          SUPERSEDED SURVEY CONTROL
 SB0242
 SB0242  NGVD 29 (??/??/92)  699.971  (m)         2296.49   (f) ADJ UNCH    2 0
 SB0242
 SB0242.Superseded values are not recommended for survey control.
 SB0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0242.See file dsdata.txt to determine how the superseded data were derived.
 SB0242
 SB0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT154051(NAD 83)
 SB0242_MARKER: DD = SURVEY DISK
 SB0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0242_STAMPING: 2297 20E 1938
 SB0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0242+STABILITY: SURFACE MOTION
 SB0242
 SB0242  HISTORY     - Date     Condition        Report By
 SB0242  HISTORY     - 1938     MONUMENTED       USGS
 SB0242  HISTORY     - 1947     GOOD             NGS
 SB0242  HISTORY     - 1957     GOOD             NGS
 SB0242
 SB0242                          STATION DESCRIPTION
 SB0242
 SB0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0242'10.2 MI W FROM VANTAGE.
 SB0242'10.2 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE WEST END OF VANTAGE
 SB0242'BRIDGE OVER THE COLUMBIA RIVER AT VANTAGE, 11.3 MILES EAST OF EAST
 SB0242'KITTITAS, 0.2 MILE EAST OF AN ABANDONDED SMALL FRAME HOUSE, AT THE
 SB0242'EAST END OF A SMALL DUGWAY, 57 FEET SOUTH OF THE CENTER LINE OF THE
 SB0242'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SB0242'ABOVE THE GROUND.  WITNESS POST SET 2.0 FEET EAST OF THE MARK.
 SB0242
 SB0242                          STATION RECOVERY (1957)
 SB0242
 SB0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 SB0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0474 ***********************************************************************
 SY0474  DESIGNATION -  20 WAHC
 SY0474  PID         -  SY0474
 SY0474  STATE/COUNTY-  WA/KING
 SY0474  USGS QUAD   -  POVERTY BAY (1994)
 SY0474
 SY0474                         *CURRENT SURVEY CONTROL
 SY0474  ___________________________________________________________________
 SY0474* NAD 83(1991)-  47 30 52.36829(N)    122 17 12.63697(W)     ADJUSTED  
 SY0474* NAVD 88     -         4.585  (meters)      15.04   (feet)  ADJUSTED  
 SY0474  ___________________________________________________________________
 SY0474  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 SY0474  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 SY0474  DYNAMIC HT  -           4.585 (meters)      15.04  (feet)  COMP
 SY0474  MODELED GRAV-     980,766.2   (mgal)                       NAVD 88
 SY0474
 SY0474  HORZ ORDER  -  SECOND
 SY0474  VERT ORDER  -  SECOND    CLASS 0
 SY0474
 SY0474.The horizontal coordinates were established by classical geodetic methods
 SY0474.and adjusted by the National Geodetic Survey in December 1991..
 SY0474
 SY0474.The orthometric height was determined by differential leveling
 SY0474.and adjusted by the National Geodetic Survey in June 1991..
 SY0474
 SY0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0474
 SY0474.The geoid height was determined by GEOID03.
 SY0474
 SY0474.The dynamic height is computed by dividing the NAVD 88
 SY0474.geopotential number by the normal gravity value computed on the
 SY0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0474.degrees latitude (g = 980.6199 gals.).
 SY0474
 SY0474.The modeled gravity was interpolated from observed gravity values.
 SY0474
 SY0474;                    North         East     Units Scale Factor Converg.
 SY0474;SPC WA N     -    58,242.345   390,524.407   MT  0.99999732   -1 04 55.8
 SY0474;SPC WA N     -   191,083.43  1,281,245.49   sFT  0.99999732   -1 04 55.8
 SY0474;UTM  10      - 5,262,592.844   553,695.297   MT  0.99963543   +0 31 33.3
 SY0474
 SY0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0474!SPC WA N     -   1.00000292  x   0.99999732  =   1.00000024
 SY0474!UTM  10      -   1.00000292  x   0.99963543  =   0.99963835
 SY0474
 SY0474:                Primary Azimuth Mark                     Grid Az
 SY0474:SPC WA N     -  DUMP                                     185 07 26.7
 SY0474:UTM  10      -  DUMP                                     183 30 57.6
 SY0474
 SY0474|---------------------------------------------------------------------|
 SY0474| PID    Reference Object                     Distance      Geod. Az  |
 SY0474|                                                           dddmmss.s |
 SY0474| SY4302 DUMP                                APPROX. 1.0 KM 1840230.9 |
 SY0474| SY4353 F BOEING 1953                       398.690 METERS 29532     |
 SY0474|---------------------------------------------------------------------|
 SY0474
 SY0474                          SUPERSEDED SURVEY CONTROL
 SY0474
 SY0474  NAD 83(1986)-  47 30 52.36191(N)    122 17 12.64479(W) AD(       ) 2
 SY0474  NAD 27      -  47 30 53.00570(N)    122 17 08.20060(W) AD(       ) 2
 SY0474  NGVD 29 (??/??/??)    3.509  (m)           11.51   (f) ADJUSTED    2 0
 SY0474
 SY0474.Superseded values are not recommended for survey control.
 SY0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0474.See file dsdata.txt to determine how the superseded data were derived.
 SY0474
 SY0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5369562593(NAD 83)
 SY0474_MARKER: Z = SEE DESCRIPTION
 SY0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0474+STABILITY: SURFACE MOTION
 SY0474
 SY0474  HISTORY     - Date     Condition        Report By
 SY0474  HISTORY     - 1957     MONUMENTED       WAHC
 SY0474  HISTORY     - 1958     GOOD             CGS
 SY0474  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0474  HISTORY     - 1962     MARK NOT FOUND   CGS
 SY0474
 SY0474                          STATION DESCRIPTION
 SY0474
 SY0474'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0474'THE STATION IS IN THE SOUTHERLY PART OF SEATTLE, IN FLAT, SWAMPY
 SY0474'LAND THAT IS OVERGROWN WITH TALL BRUSH, ON THE EAST SIDE OF THE
 SY0474'RAILROAD TRACKS.  THE STATION MARK IS ABOUT 250 FEET EAST OF THE
 SY0474'RAILROAD TRACKS, AND ABOUT 250 FEET SOUTHWEST OF THE END JUNCTION
 SY0474'OF PERRY STREET AND 37TH AVENUE SOUTH, AND CONSISTS OF A STEEL
 SY0474'PIN SET IN A 6-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2
 SY0474'INCHES.
 SY0474'
 SY0474'THE STATION MAY BE REACHED FROM EMPIRE WAY AT HENDERSON STREET
 SY0474'BY GOING WEST ON HENDERSON STREET TO KARKEEK DRIVE, FOLLOWING
 SY0474'KARKEEK SOUTHWARD UP THE WINDING GRADE TO BURNS STREET, GO LEFT ON
 SY0474'BURNS ONE BLOCK TO 41ST AVENUE SOUTH, TURN RIGHT ON 41ST AVENUE
 SY0474'SOUTH TO PERRY STREET, TURN RIGHT ON PERRY STREET AND FOLLOW IT
 SY0474'DOWNGRADE TO ITS END AT THE SWAMP.  THERE IS A TRACK ROAD INTO
 SY0474'THE SWAMP ENDING AT THE STATION MARK THAT MAY BE FOLLOWED BY A
 SY0474'4-WHEEL DRIVE VEHICLE.
 SY0474
 SY0474                          STATION RECOVERY (1958)
 SY0474
 SY0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0474'IN SEATTLE.
 SY0474'AT SEATTLE, KING COUNTY, IN THE SOUTHERN PART, ABOUT 250 FEET EAST OF
 SY0474'THE RAILROAD TRACKS, AND 250 FEET SOUTHWEST OF THE END JUNCTION OF
 SY0474'PERRY STREET AND 37TH AVENUE SOUTH, AND IN FLAT SWAMPY LAND OVERGROWN
 SY0474'WITH TALL BRUSH.  A STEEL PIN SET IN A 6-INCH ROUND CONCRETE MONUMENT
 SY0474'PROJECTING 2-INCHES ABOVE GROUND.  NOTE-- THIS MARK MAY BE REACHED
 SY0474'FROM EMPIRE WAY AT HENDERSON STREET BY GOING WEST ON HENDERSON STREET
 SY0474'TO KARKEEK DRIVE, FOLLOWING KARKEEK SOUTHWARD UP THE WINDING GRADE OF
 SY0474'BURNS STREET, GO LEFT ON BURNS ONE BLOCK TO 41ST AVENUE SOUTH, TURN
 SY0474'RIGHT ON 41ST AVENUE SOUTH TO PERRY STREET, TURN RIGHT ON PERRY STREET
 SY0474'AND FOLLOW IT DOWNGRADE TO ITS END AT THE SWAMP.  THERE IS A TRACK
 SY0474'ROAD INTO THE SWAMP ENDING AT THE STATION MARK THAT MAY BE FOLLOWED BY
 SY0474'A 4-WHEEL DRIVE VEHICLE.  NOTE-- TRACK ROAD HAS GROWN OVER WITH BRUSH.
 SY0474
 SY0474                          STATION RECOVERY (1962)
 SY0474
 SY0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0474'THE TRACK ROAD HAS GROWN OVER WITH BRUSH AND THE MARK WAS NOT
 SY0474'FOUND.  HOWEVER, IT IS PROBABLY STILL IN TACT.
 SY0474
 SY0474                          STATION RECOVERY (1962)
 SY0474
 SY0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1629 ***********************************************************************
 SW1629  DESIGNATION -  20 WKP
 SW1629  PID         -  SW1629
 SW1629  STATE/COUNTY-  WA/DOUGLAS
 SW1629  USGS QUAD   -  RATTLESNAKE SPRINGS (1966)
 SW1629
 SW1629                         *CURRENT SURVEY CONTROL
 SW1629  ___________________________________________________________________
 SW1629* NAD 83(1998)-  47 26 30.21044(N)    119 49 28.74239(W)     ADJUSTED  
 SW1629* NAVD 88     -       323.7    (meters)    1062.     (feet)  GPS OBS   
 SW1629  ___________________________________________________________________
 SW1629  X           -  -2,149,459.526 (meters)                     COMP
 SW1629  Y           -  -3,749,426.439 (meters)                     COMP
 SW1629  Z           -   4,675,342.009 (meters)                     COMP
 SW1629  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 SW1629  ELLIP HEIGHT-         303.89  (meters)          (07/05/01) GPS OBS
 SW1629  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 SW1629
 SW1629  HORZ ORDER  -  FIRST
 SW1629  ELLP ORDER  -  FOURTH    CLASS II
 SW1629
 SW1629.The horizontal coordinates were established by GPS observations
 SW1629.and adjusted by the National Geodetic Survey in July 2001..
 SW1629.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1629.DATUM ITEM on the data sheet items page.
 SW1629
 SW1629.The orthometric height was determined by GPS observations and a
 SW1629.high-resolution geoid model.
 SW1629
 SW1629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1629
 SW1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1629
 SW1629.The ellipsoidal height was determined by GPS observations
 SW1629.and is referenced to NAD 83.
 SW1629
 SW1629.The geoid height was determined by GEOID03.
 SW1629
 SW1629;                    North         East     Units Scale Factor Converg.
 SW1629;SPC WA N     -    49,610.712   576,080.494   MT  1.00001138   +0 45 03.5
 SW1629;SPC WA N     -   162,764.48  1,890,024.09   sFT  1.00001138   +0 45 03.5
 SW1629;UTM  11      - 5,258,121.529   287,037.835   MT  1.00015738   -2 04 53.0
 SW1629
 SW1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1629!SPC WA N     -   0.99995237  x   1.00001138  =   0.99996375
 SW1629!UTM  11      -   0.99995237  x   1.00015738  =   1.00010974
 SW1629
 SW1629                          SUPERSEDED SURVEY CONTROL
 SW1629
 SW1629  NAD 83(1991)-  47 26 30.20926(N)    119 49 28.74280(W) AD(       ) 1
 SW1629  ELLIP H (01/21/94)  304.01   (m)                       GP(       ) 4 1
 SW1629
 SW1629.Superseded values are not recommended for survey control.
 SW1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1629.See file dsdata.txt to determine how the superseded data were derived.
 SW1629
 SW1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN8703858122(NAD 83)
 SW1629_MARKER: DT = TOPOGRAPHIC STATION DISK
 SW1629_SETTING: 80 = SET IN A BOULDER
 SW1629_SP_SET: BOULDER
 SW1629_STAMPING: 20 WKP 1965 1059 30 EN BN
 SW1629_MARK LOGO: USGS  
 SW1629_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1629+STABILITY: POSITION/ELEVATION WELL
 SW1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1629+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1993
 SW1629
 SW1629  HISTORY     - Date     Condition        Report By
 SW1629  HISTORY     - 1965     MONUMENTED       USGS
 SW1629  HISTORY     - 19930503 GOOD             DCPW
 SW1629
 SW1629                          STATION DESCRIPTION
 SW1629
 SW1629'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1629'THE STATION IS APPROXIMATELY 5 MI (8.0 KM) ENE OF PALISADES, WA, 17.5
 SW1629'MI (28.2 KM) SOUTH OF WITHROW, WA, AND 27 MI (43.5 KM) SW OF COULEE
 SW1629'CITY, WA, IN THE SW 1/4 OF SECTION 33, T23N, R24E, WM, DOUGLAS
 SW1629'COUNTY, WA.
 SW1629'TO REACH STATION FROM THE POST OFFICE IN PALISADES, WA, DRIVE NORTH
 SW1629'AND EAST ALONG PALISADES ROAD, AN ASPHALT AND IMPROVED GRAVEL ROAD,
 SW1629'FOR 5.89 MI (9.48 KM) TO STATION 35.6 FT (10.9 M) SOUTH OF CENTERLINE
 SW1629'OF ROAD, 3.1 FT (0.9 M) WEST OF THE SOUTH END OF A CATTLE CHUTE, AND
 SW1629'6.0 FT (1.8 M) S20E FROM A STEEL POST WITH A WITNESS SIGN.
 SW1629'THE STATION IS A 3.5 INCH USGS ALUMINUM CAP STAMPED -20 WKP 1965 1059
 SW1629'30 EN BN- SET IN THE TOP OF A 9 FT (2.7 M) BY 3 FT (0.9 M) BY 3.5 FT
 SW1629'(1.1 M) HIGH EXPOSED BASALT BOULDER.
 SW1629'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1629'DESCRIBED BY KEVIN TAYLOR AND SCOTT HANSEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0432 ***********************************************************************
 TR0432  DESIGNATION -  200 + TORPEDO
 TR0432  PID         -  TR0432
 TR0432  STATE/COUNTY-  WA/ISLAND
 TR0432  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0432
 TR0432                         *CURRENT SURVEY CONTROL
 TR0432  ___________________________________________________________________
 TR0432* NAD 83(1986)-  48 17 36.     (N)    122 37 19.     (W)     SCALED    
 TR0432* NAVD 88     -         4.263  (meters)      13.99   (feet)  ADJUSTED  
 TR0432  ___________________________________________________________________
 TR0432  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 TR0432  DYNAMIC HT  -           4.264 (meters)      13.99  (feet)  COMP
 TR0432  MODELED GRAV-     980,842.3   (mgal)                       NAVD 88
 TR0432
 TR0432  VERT ORDER  -  FIRST     CLASS II
 TR0432
 TR0432.This mark is at Oak Harbor Air Park  (76S)
 TR0432
 TR0432.The horizontal coordinates were scaled from a topographic map and have
 TR0432.an estimated accuracy of +/- 6 seconds.
 TR0432
 TR0432.The orthometric height was determined by differential leveling
 TR0432.and adjusted by the National Geodetic Survey in June 1991..
 TR0432
 TR0432.The geoid height was determined by GEOID03.
 TR0432
 TR0432.The dynamic height is computed by dividing the NAVD 88
 TR0432.geopotential number by the normal gravity value computed on the
 TR0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0432.degrees latitude (g = 980.6199 gals.).
 TR0432
 TR0432.The modeled gravity was interpolated from observed gravity values.
 TR0432
 TR0432;                    North         East    Units  Estimated Accuracy
 TR0432;SPC WA N     -   145,340.      367,300.      MT  (+/- 180 meters Scaled)
 TR0432
 TR0432                          SUPERSEDED SURVEY CONTROL
 TR0432
 TR0432  NGVD 29 (??/??/92)    3.119  (m)           10.23   (f) ADJ UNCH    1 2
 TR0432
 TR0432.Superseded values are not recommended for survey control.
 TR0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0432.See file dsdata.txt to determine how the superseded data were derived.
 TR0432
 TR0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU280489(NAD 83)
 TR0432_MARKER: DD = SURVEY DISK
 TR0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0432_STAMPING: 200 + TORPEDO
 TR0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0432+STABILITY: SURFACE MOTION
 TR0432
 TR0432  HISTORY     - Date     Condition        Report By
 TR0432  HISTORY     - UNK      MONUMENTED       DOD
 TR0432  HISTORY     - 1952     GOOD             NGS
 TR0432
 TR0432                          STATION DESCRIPTION
 TR0432
 TR0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0432'1.4 MI E FROM OAK HARBOR.
 TR0432'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0432'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0432'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.45 MILE
 TR0432'NORTHEAST ALONG TORPEDO ROAD, AT THE Y JUNCTION OF AN ASPHALT ROAD
 TR0432'LEADING NORTHEAST, IN THE PAVEMENT OF TORPEDO ROAD, 100 FEET NORTHEAST
 TR0432'OF THE APPROXIMATE CENTER OF THE JUNCTION, 90 FEET NORTHWEST OF THE
 TR0432'TOP OF A 4-FOOT-HIGH LEVEE ALONG THE NORTHWEST SHORE OF CRESCENT
 TR0432'HARBOR, 1.6 FEET WEST OF THE CENTER OF THE YELLOW PAINTED CENTER-LINE
 TR0432'STRIPE OF THE ROAD, 0.2 FOOT BELOW THE SURFACE OF THE ROAD, AND SET IN
 TR0432'THE TOP OF A CONCRETE POST WHICH IS ENCASED BY A 6-INCH STEEL PIPE
 TR0432'WITH A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4241 ***********************************************************************
 RD4241  DESIGNATION -  2000
 RD4241  PID         -  RD4241
 RD4241  STATE/COUNTY-  WA/CLARK
 RD4241  USGS QUAD   -  MOUNT TABOR (1990)
 RD4241
 RD4241                         *CURRENT SURVEY CONTROL
 RD4241  ___________________________________________________________________
 RD4241* NAD 83(1986)-  45 36 22.     (N)    122 32 57.     (W)     SCALED    
 RD4241* NAVD 88     -        60.473  (meters)     198.40   (feet)  ADJUSTED  
 RD4241  ___________________________________________________________________
 RD4241  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 RD4241  DYNAMIC HT  -          60.473 (meters)     198.40  (feet)  COMP
 RD4241  MODELED GRAV-     980,617.7   (mgal)                       NAVD 88
 RD4241
 RD4241  VERT ORDER  -  SECOND    CLASS II
 RD4241
 RD4241.The horizontal coordinates were scaled from a topographic map and have
 RD4241.an estimated accuracy of +/- 6 seconds.
 RD4241
 RD4241.The orthometric height was determined by differential leveling
 RD4241.and adjusted by the National Geodetic Survey in April 1995..
 RD4241
 RD4241.The geoid height was determined by GEOID03.
 RD4241
 RD4241.The dynamic height is computed by dividing the NAVD 88
 RD4241.geopotential number by the normal gravity value computed on the
 RD4241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4241.degrees latitude (g = 980.6199 gals.).
 RD4241
 RD4241.The modeled gravity was interpolated from observed gravity values.
 RD4241
 RD4241;                    North         East    Units  Estimated Accuracy
 RD4241;SPC WA S     -    32,400.      340,150.      MT  (+/- 180 meters Scaled)
 RD4241
 RD4241                          SUPERSEDED SURVEY CONTROL
 RD4241
 RD4241  NGVD 29 (03/17/92)   59.425  (m)          194.96   (f) ADJUSTED    2 2
 RD4241
 RD4241.Superseded values are not recommended for survey control.
 RD4241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4241.See file dsdata.txt to determine how the superseded data were derived.
 RD4241
 RD4241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER351503(NAD 83)
 RD4241_MARKER: DB = BENCH MARK DISK
 RD4241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD4241_SP_SET: IN CONCRETE BASE OF LUMINAIRE
 RD4241_STAMPING: 2000  1989
 RD4241_MARK LOGO: WA-011
 RD4241_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RD4241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4241+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RD4241
 RD4241  HISTORY     - Date     Condition        Report By
 RD4241  HISTORY     - 1989     MONUMENTED       WA-011
 RD4241  HISTORY     - 20040601 GOOD             USPSQD
 RD4241  HISTORY     - 20050712 GOOD             USPSQD
 RD4241  HISTORY     - 20060718 GOOD             USPSQD
 RD4241
 RD4241                          STATION DESCRIPTION
 RD4241
 RD4241'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4241'EAST OF CITY OF VANCOUVER, NEAR INTERSECTION OF I-205 AND SR 14 (LEWIS
 RD4241'AND CLARK HIGHWAY), ALONG THE ON RAMP FROM WEST BOUND SR 14 TO I-205
 RD4241'NORTHBOUND, APPROX. 0.35 MILES SOUTH OF POINT WHERE ON RAMP MERGES
 RD4241'WITH NORTHBOUND I-205, APPROX. 40 FT (12.2 M) EAST OF EDGE OF
 RD4241'PAVEMENT, IN SOUTHWEST CORNER OF CONCRETE FOUNDATION OF LARGE
 RD4241'LUMINAIRE, SET 2 INCH DOMED BRASS DISK.
 RD4241
 RD4241                          STATION RECOVERY (2004)
 RD4241
 RD4241'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4241'RECOVERED IN GOOD CONDITION.
 RD4241
 RD4241                          STATION RECOVERY (2005)
 RD4241
 RD4241'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4241'STATION IS .5 MILES NORTH FROM WHERE RAMP LEAVES HWY 14, AND THE LIGHT
 RD4241'STANDARD HAS FOUR LAMPS, IS NUMBERED 22.
 RD4241
 RD4241                          STATION RECOVERY (2006)
 RD4241
 RD4241'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0776 ***********************************************************************
 SV0776  DESIGNATION -  2011 S USGS
 SV0776  PID         -  SV0776
 SV0776  STATE/COUNTY-  WA/SPOKANE
 SV0776  USGS QUAD   -  FREEMAN (1973)
 SV0776
 SV0776                         *CURRENT SURVEY CONTROL
 SV0776  ___________________________________________________________________
 SV0776* NAD 83(1986)-  47 37 01.     (N)    117 15 03.     (W)     SCALED    
 SV0776* NAVD 88     -       613.243  (meters)    2011.95   (feet)  ADJUSTED  
 SV0776  ___________________________________________________________________
 SV0776  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 SV0776  DYNAMIC HT  -         613.268 (meters)    2012.03  (feet)  COMP
 SV0776  MODELED GRAV-     980,633.1   (mgal)                       NAVD 88
 SV0776
 SV0776  VERT ORDER  -  FIRST     CLASS II
 SV0776
 SV0776.The horizontal coordinates were scaled from a topographic map and have
 SV0776.an estimated accuracy of +/- 6 seconds.
 SV0776
 SV0776.The orthometric height was determined by differential leveling
 SV0776.and adjusted by the National Geodetic Survey in June 1991..
 SV0776.WARNING-Repeat measurements at this control monument indicate possible
 SV0776.vertical movement.
 SV0776
 SV0776.The geoid height was determined by GEOID03.
 SV0776
 SV0776.The dynamic height is computed by dividing the NAVD 88
 SV0776.geopotential number by the normal gravity value computed on the
 SV0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0776.degrees latitude (g = 980.6199 gals.).
 SV0776
 SV0776.The modeled gravity was interpolated from observed gravity values.
 SV0776
 SV0776;                    North         East    Units  Estimated Accuracy
 SV0776;SPC WA N     -    74,860.      769,220.      MT  (+/- 180 meters Scaled)
 SV0776
 SV0776                          SUPERSEDED SURVEY CONTROL
 SV0776
 SV0776  NGVD 29 (??/??/92)  612.076  (m)         2008.12   (f) ADJ UNCH    1 2
 SV0776
 SV0776.Superseded values are not recommended for survey control.
 SV0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0776.See file dsdata.txt to determine how the superseded data were derived.
 SV0776
 SV0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN811737(NAD 83)
 SV0776_MARKER: P = PIPE CAP
 SV0776_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0776_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0776_STAMPING: 2011 (U.S.G.S.)
 SV0776_MARK LOGO: USGS  
 SV0776_PROJECTION: PROJECTING 5 CENTIMETERS
 SV0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0776
 SV0776  HISTORY     - Date     Condition        Report By
 SV0776  HISTORY     - UNK      MONUMENTED       USGS
 SV0776  HISTORY     - 1965     GOOD             NGS
 SV0776  HISTORY     - 1973     MARK NOT FOUND   USGS
 SV0776  HISTORY     - 1980     GOOD             NGS
 SV0776
 SV0776                          STATION DESCRIPTION
 SV0776
 SV0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0776'3.2 MI S FROM DISHMAN.
 SV0776'REACHED FROM THE INTERSECTION OF SPRAGUE AVE. AND THE DISHMAN-MICA
 SV0776'ROAD, ONE BLOCK EAST OF THE RAILROAD DEPOT IN DISHMAN, BY GOING SOUTH
 SV0776'ON THE DISHMAN-MICA ROAD FOR 3.2 MILES TO A SIDE ROAD RIGHT AND THE
 SV0776'CHESTER STORE IN THE SOUTHWEST ANGLE OF THE INTERSECTION AND THE MARK
 SV0776'53 YARDS SOUTH-SOUTHWEST OF THE PUMP ISLAND IN FRONT OF THE STORE.
 SV0776'(DIRECTIONS ARE WRITTEN ASSUMING THE HIGHWAY TO RUN EAST-WEST AND THE
 SV0776'SIDE ROAD SOUTH).  THE MARK IS 127 FEET NORTH OF THE INTERSECTION OF
 SV0776'THE SIDE ROAD AND THE MAIN TRACK OF THE RAILROAD, 25 FEET WEST OF THE
 SV0776'CENTER OF THE SIDE ROAD, 7 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A
 SV0776'TRANSFORMER (NO. A 52A) AND THE PIPE PROJECTS 6 INCHES ABOVE THE
 SV0776'GROUND.  NOTE--RR STATION AND P.O. HAVE BEEN REMOVED.
 SV0776
 SV0776                          STATION RECOVERY (1973)
 SV0776
 SV0776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV0776'MARK NOT FOUND.
 SV0776
 SV0776                          STATION RECOVERY (1980)
 SV0776
 SV0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0776'9.9 KILOMETERS (6.15 MILES) EAST ALONG SPRAGUE AVENUE FROM THE
 SV0776'BURLINGTON NORTHERN RAILWAY OVERPASS IN SPOKANE, THENCE 5.1 KILOMETERS
 SV0776'(3.15 MILES) SOUTH ALONG DISHMAN ROAD, AT THE JUNCTION OF SANDS ROAD,
 SV0776'85.0 METERS (279 FEET) SOUTHWEST OF THE CENTERLINE OF DISHMAN ROAD,
 SV0776'35.2 METERS (115 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE UNION
 SV0776'PACIFIC RAILWAY TRACKS, 9.6 METERS (31.5 FEET) WEST OF THE CENTERLINE
 SV0776'OF SANDS ROAD, 2.7 METERS (9.0 FEET) SOUTH OF POWER LINE POLE NUMBER
 SV0776'A 52 A WITH ONE TRANSFORMER.
 SV0776'THE MARK IS 2.7 METERS  S FROM A WITNESS POST.
 SV0776'THE MARK IS ABOVE LEVEL WITH SANDS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0682 ***********************************************************************
 SX0682  DESIGNATION -  2030 T
 SX0682  PID         -  SX0682
 SX0682  STATE/COUNTY-  WA/KITTITAS
 SX0682  USGS QUAD   -  RONALD (1989)
 SX0682
 SX0682                         *CURRENT SURVEY CONTROL
 SX0682  ___________________________________________________________________
 SX0682* NAD 83(1986)-  47 11 39.     (N)    121 03 21.     (W)     SCALED    
 SX0682* NAVD 88     -       620.302  (meters)    2035.11   (feet)  ADJUSTED  
 SX0682  ___________________________________________________________________
 SX0682  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 SX0682  DYNAMIC HT  -         620.302 (meters)    2035.11  (feet)  COMP
 SX0682  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 SX0682
 SX0682  VERT ORDER  -  FIRST     CLASS II
 SX0682
 SX0682.The horizontal coordinates were scaled from a topographic map and have
 SX0682.an estimated accuracy of +/- 6 seconds.
 SX0682
 SX0682.The orthometric height was determined by differential leveling
 SX0682.and adjusted by the National Geodetic Survey in June 1991..
 SX0682.WARNING-Repeat measurements at this control monument indicate possible
 SX0682.vertical movement.
 SX0682
 SX0682.The geoid height was determined by GEOID03.
 SX0682
 SX0682.The dynamic height is computed by dividing the NAVD 88
 SX0682.geopotential number by the normal gravity value computed on the
 SX0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0682.degrees latitude (g = 980.6199 gals.).
 SX0682
 SX0682.The modeled gravity was interpolated from observed gravity values.
 SX0682
 SX0682;                    North         East    Units  Estimated Accuracy
 SX0682;SPC WA S     -   206,990.      457,880.      MT  (+/- 180 meters Scaled)
 SX0682
 SX0682                          SUPERSEDED SURVEY CONTROL
 SX0682
 SX0682  NGVD 29 (??/??/92)  619.145  (m)         2031.31   (f) ADJ UNCH    1 2
 SX0682
 SX0682.Superseded values are not recommended for survey control.
 SX0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0682.See file dsdata.txt to determine how the superseded data were derived.
 SX0682
 SX0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT472285(NAD 83)
 SX0682_MARKER: P = PIPE CAP
 SX0682_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0682_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0682_STAMPING: 2031.417 FT 2030 T
 SX0682_MARK LOGO: USGS  
 SX0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0682
 SX0682  HISTORY     - Date     Condition        Report By
 SX0682  HISTORY     - UNK      MONUMENTED       USGS
 SX0682  HISTORY     - 1958     GOOD             NGS
 SX0682  HISTORY     - 1982     GOOD             NGS
 SX0682  HISTORY     - 1988     GOOD             USPSQD
 SX0682
 SX0682                          STATION DESCRIPTION
 SX0682
 SX0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SX0682'6.1 MI W FROM CLE ELUM.
 SX0682'6.1 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SX0682'CLE ELUM, KITTITAS COUNTY, AT NELSON, 14-1/2 RAILS NORTHWEST OF THE
 SX0682'STATION, 17 RAILS NORTHWEST OF A ROAD CROSSING, 177 FEET SOUTHWEST OF
 SX0682'THE CENTERLINE OF THE MAIN TRACK, 75 FEET NORTHEAST OF THE CENTERLINE
 SX0682'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACK, NEAR
 SX0682'THE SECTION HOUSE, 72 FEET SOUTHWEST OF THE NORTHWEST PROLONGATION OF
 SX0682'THE SOUTHWEST END, 33 FEET NORTHWEST OF THE SOUTHWEST PROLONGATION OF
 SX0682'THE NORTHWEST SIDE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 SX0682'AND 3 FEET BELOW THE LEVEL OF THE TRACK.  A UNITED STATES GEOLOGICAL
 SX0682'SURVEY STANDARD CAP, STAMPED 2031.417 FT 2030 T AND RIVETED ON THE TOP
 SX0682'OF A 3-1/2 INCH IRON PIPE PROJECTING 10 INCHES ABOVE GROUND.
 SX0682
 SX0682                          STATION RECOVERY (1982)
 SX0682
 SX0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0682'1.9 KM (1.2 MI) WEST ALONG STATE HIGHWAY 903 FROM THE POST OFFICE IN
 SX0682'CEL ELUM, THENCE 8.4 KM (5.2 MI) WEST ALONG INTERSTATE HIGHWAY 90,
 SX0682'10.5 KM (6.3 MI) EAST OF EASTON, 0.2 KM (0.1 MI) NORTHWEST OF THE
 SX0682'EAST NELSON SIDING ROAD EXIT 78, BETWEEN THE NORTHERN PACIFIC AND THE
 SX0682'ABANDON CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD BED, 22.9
 SX0682'METERS (75 FT) NORTHEAST OF THE CENTER OF THE OLD RAILROAD BED, 53.5
 SX0682'METERS (175 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE NORTHERN
 SX0682'PACIFIC RAILROAD.
 SX0682'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 SX0682'THE MARK IS 1.0 M BELOW THE RAILS.
 SX0682
 SX0682                          STATION RECOVERY (1988)
 SX0682
 SX0682'RECOVERY NOTE BY US POWER SQUADRON 1988 (CC)
 SX0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0166 ***********************************************************************
 SX0166  DESIGNATION -  2031
 SX0166  PID         -  SX0166
 SX0166  STATE/COUNTY-  WA/KITTITAS
 SX0166  USGS QUAD   -  COLOCKUM PASS SW (1983)
 SX0166
 SX0166                         *CURRENT SURVEY CONTROL
 SX0166  ___________________________________________________________________
 SX0166* NAD 83(1986)-  47 02 42.     (N)    120 23 27.     (W)     SCALED    
 SX0166* NAVD 88     -       620.349  (meters)    2035.26   (feet)  ADJUSTED  
 SX0166  ___________________________________________________________________
 SX0166  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 SX0166  DYNAMIC HT  -         620.346 (meters)    2035.25  (feet)  COMP
 SX0166  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 SX0166
 SX0166  VERT ORDER  -  SECOND    CLASS 0
 SX0166
 SX0166.The horizontal coordinates were scaled from a topographic map and have
 SX0166.an estimated accuracy of +/- 6 seconds.
 SX0166
 SX0166.The orthometric height was determined by differential leveling
 SX0166.and adjusted by the National Geodetic Survey in June 1991..
 SX0166.WARNING-Repeat measurements at this control monument indicate possible
 SX0166.vertical movement.
 SX0166
 SX0166.The geoid height was determined by GEOID03.
 SX0166
 SX0166.The dynamic height is computed by dividing the NAVD 88
 SX0166.geopotential number by the normal gravity value computed on the
 SX0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0166.degrees latitude (g = 980.6199 gals.).
 SX0166
 SX0166.The modeled gravity was interpolated from observed gravity values.
 SX0166
 SX0166;                    North         East    Units  Estimated Accuracy
 SX0166;SPC WA S     -   190,260.      508,300.      MT  (+/- 180 meters Scaled)
 SX0166
 SX0166                          SUPERSEDED SURVEY CONTROL
 SX0166
 SX0166  NGVD 29 (??/??/92)  619.219  (m)         2031.55   (f) ADJ UNCH    2 0
 SX0166
 SX0166.Superseded values are not recommended for survey control.
 SX0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0166.See file dsdata.txt to determine how the superseded data were derived.
 SX0166
 SX0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT981134(NAD 83)
 SX0166_MARKER: P = PIPE CAP
 SX0166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0166_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0166_STAMPING: WASH 2031
 SX0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0166
 SX0166  HISTORY     - Date     Condition        Report By
 SX0166  HISTORY     - UNK      MONUMENTED       USGS
 SX0166  HISTORY     - 1949     GOOD             NGS
 SX0166
 SX0166                          STATION DESCRIPTION
 SX0166
 SX0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0166'10.1 MI NE FROM ELLENSBURG.
 SX0166'10.1 MILES NORTHEAST ALONG THE COLUCKUM PASS ROAD FROM THE POST OFFICE
 SX0166'AT ELLENSBURG, 2.1 MILES EAST OF FAIRVIEW HALL, AT THE T JUNCTION OF A
 SX0166'GRAVEL ROAD LEADING SOUTH, 25 FEET SOUTH OF THE CENTER LINE OF THE
 SX0166'ROAD, 21 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 11.3 FEET
 SX0166'EAST OF THE NORTHEAST CORNER OF THE HEAD WALL OF AN IRRIGATION SIPHON,
 SX0166'4.4 FEET NORTHEAST OF A POWER LINE POLE, 2 FEET NORTH OF A WITNESS
 SX0166'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND RIVETED ON TOP OF A 3
 SX0166'1/2-INCH IRON PIPE WHICH IS ENCASED IN CONCRETE AND PROJECTS 1.0 FOOT
 SX0166'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0133 ***********************************************************************
 SC0133  DESIGNATION -  206
 SC0133  PID         -  SC0133
 SC0133  STATE/COUNTY-  WA/COWLITZ
 SC0133  USGS QUAD   -  WINLOCK (1993)
 SC0133
 SC0133                         *CURRENT SURVEY CONTROL
 SC0133  ___________________________________________________________________
 SC0133* NAD 83(1986)-  46 26 48.     (N)    122 57 33.     (W)     SCALED    
 SC0133* NAVD 88     -        63.768  (meters)     209.21   (feet)  POSTED    
 SC0133  ___________________________________________________________________
 SC0133  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SC0133  DYNAMIC HT  -          63.770 (meters)     209.22  (feet)  COMP
 SC0133  MODELED GRAV-     980,704.7   (mgal)                       NAVD 88
 SC0133
 SC0133  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SC0133
 SC0133.The horizontal coordinates were scaled from a topographic map and have
 SC0133.an estimated accuracy of +/- 6 seconds.
 SC0133
 SC0133.The orthometric height was determined by differential leveling
 SC0133.and adjusted by the National Geodetic Survey in 1992..
 SC0133.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SC0133.rate of 0.0 thru 1.0 mm/km.
 SC0133
 SC0133.The geoid height was determined by GEOID03.
 SC0133
 SC0133.The dynamic height is computed by dividing the NAVD 88
 SC0133.geopotential number by the normal gravity value computed on the
 SC0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0133.degrees latitude (g = 980.6199 gals.).
 SC0133
 SC0133.The modeled gravity was interpolated from observed gravity values.
 SC0133
 SC0133;                    North         East    Units  Estimated Accuracy
 SC0133;SPC WA S     -   126,690.      311,090.      MT  (+/- 180 meters Scaled)
 SC0133
 SC0133                          SUPERSEDED SURVEY CONTROL
 SC0133
 SC0133  NGVD 29 (??/??/92)   62.760  (m)          205.91   (f) ADJ UNCH    1 2
 SC0133
 SC0133.Superseded values are not recommended for survey control.
 SC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0133.See file dsdata.txt to determine how the superseded data were derived.
 SC0133
 SC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES031436(NAD 83)
 SC0133_MARKER: P = PIPE CAP
 SC0133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC0133_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SC0133_STAMPING: WASH 206 ELEV 205.462 FT 1913
 SC0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0133
 SC0133  HISTORY     - Date     Condition        Report By
 SC0133  HISTORY     - 1913     MONUMENTED       USGS
 SC0133  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0133
 SC0133                          STATION DESCRIPTION
 SC0133
 SC0133'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 SC0133'3.25 MI S FROM WINLOCK.
 SC0133'3 1/4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM WINLOCK,
 SC0133'LEWIS COUNTY, AT A ROAD CROSSING, 18 FEET WEST OF THE CENTER LINE OF
 SC0133'THE WEST DOUBLE TRACK, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5
 SC0133'FEET WEST OF A CROSSING--WARNING SIGN, AT A DUMPING GROUND, AND ABOUT
 SC0133'3 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 SC0133'STANDARD CAP, STAMPED WASH 206 ELEV 205.462 FT 1913 AND RIVETED ON THE
 SC0133'TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
 SC0133
 SC0133                          STATION RECOVERY (1987)
 SC0133
 SC0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0133'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0341 ***********************************************************************
 TO0341  DESIGNATION -  2061 22 2 BPR
 TO0341  PID         -  TO0341
 TO0341  STATE/COUNTY-  WA/PEND OREILLE
 TO0341  USGS QUAD   -  METALINE FALLS (1992)
 TO0341
 TO0341                         *CURRENT SURVEY CONTROL
 TO0341  ___________________________________________________________________
 TO0341* NAD 83(1986)-  48 51 52.     (N)    117 22 22.     (W)     SCALED    
 TO0341* NAVD 88     -       629.889  (meters)    2066.56   (feet)  POSTED    
 TO0341  ___________________________________________________________________
 TO0341  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 TO0341  DYNAMIC HT  -         629.970 (meters)    2066.83  (feet)  COMP
 TO0341  MODELED GRAV-     980,716.7   (mgal)                       NAVD 88
 TO0341
 TO0341  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TO0341
 TO0341.The horizontal coordinates were scaled from a topographic map and have
 TO0341.an estimated accuracy of +/- 6 seconds.
 TO0341
 TO0341.The orthometric height was determined by differential leveling
 TO0341.and adjusted by the National Geodetic Survey in 1992..
 TO0341.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TO0341.rate of 1.1 thru 2.0 mm/km.
 TO0341
 TO0341.The geoid height was determined by GEOID03.
 TO0341
 TO0341.The dynamic height is computed by dividing the NAVD 88
 TO0341.geopotential number by the normal gravity value computed on the
 TO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0341.degrees latitude (g = 980.6199 gals.).
 TO0341
 TO0341.The modeled gravity was interpolated from observed gravity values.
 TO0341
 TO0341;                    North         East    Units  Estimated Accuracy
 TO0341;SPC WA N     -   213,010.      753,820.      MT  (+/- 180 meters Scaled)
 TO0341
 TO0341                          SUPERSEDED SURVEY CONTROL
 TO0341
 TO0341  NGVD 29 (??/??/92)  628.668  (m)         2062.55   (f) ADJ UNCH    1 2
 TO0341
 TO0341.Superseded values are not recommended for survey control.
 TO0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0341.See file dsdata.txt to determine how the superseded data were derived.
 TO0341
 TO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ726124(NAD 83)
 TO0341_MARKER: DD = SURVEY DISK
 TO0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0341_STAMPING: 2061 22-2 1930
 TO0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0341+STABILITY: SURFACE MOTION
 TO0341
 TO0341  HISTORY     - Date     Condition        Report By
 TO0341  HISTORY     - 1930     MONUMENTED       BPR
 TO0341  HISTORY     - 1942     GOOD             NGS
 TO0341  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0341
 TO0341                          STATION DESCRIPTION
 TO0341
 TO0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0341'0.2 MI W FROM METALINE FALLS.
 TO0341'0.2 MI. W. OF P.O. LOCATED ALONG WASHINGTON STATE HIGHWAY NO. 6, 124
 TO0341'FEET EAST OF STEEL HIGHWAY BRIDGE OVER PEND OREILLE RIVER, 114 FEET
 TO0341'NORTHEAST OF INTERSECTION OF HIGHWAY AND ROAD LEADING TO CITY CENTER,
 TO0341'39 FEET SOUTH OF FIRE PLUG, 21 FEET SOUTHEAST OF HIGHWAY CENTERLINE. A
 TO0341'DISK SET IN A CONCRETE POST.
 TO0341
 TO0341                          STATION RECOVERY (1980)
 TO0341
 TO0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0341'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0344 ***********************************************************************
 SX0344  DESIGNATION -  2064.19
 SX0344  PID         -  SX0344
 SX0344  STATE/COUNTY-  WA/KITTITAS
 SX0344  USGS QUAD   -  COLOCKUM PASS SW (1983)
 SX0344
 SX0344                         *CURRENT SURVEY CONTROL
 SX0344  ___________________________________________________________________
 SX0344* NAD 83(1986)-  47 04 34.     (N)    120 26 07.     (W)     SCALED    
 SX0344* NAVD 88     -       630.265  (meters)    2067.79   (feet)  ADJUSTED  
 SX0344  ___________________________________________________________________
 SX0344  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 SX0344  DYNAMIC HT  -         630.260 (meters)    2067.78  (feet)  COMP
 SX0344  MODELED GRAV-     980,585.9   (mgal)                       NAVD 88
 SX0344
 SX0344  VERT ORDER  -  SECOND    CLASS 0
 SX0344
 SX0344.The horizontal coordinates were scaled from a topographic map and have
 SX0344.an estimated accuracy of +/- 6 seconds.
 SX0344
 SX0344.The orthometric height was determined by differential leveling
 SX0344.and adjusted by the National Geodetic Survey in June 1991..
 SX0344
 SX0344.The geoid height was determined by GEOID03.
 SX0344
 SX0344.The dynamic height is computed by dividing the NAVD 88
 SX0344.geopotential number by the normal gravity value computed on the
 SX0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0344.degrees latitude (g = 980.6199 gals.).
 SX0344
 SX0344.The modeled gravity was interpolated from observed gravity values.
 SX0344
 SX0344;                    North         East    Units  Estimated Accuracy
 SX0344;SPC WA S     -   193,720.      504,920.      MT  (+/- 180 meters Scaled)
 SX0344
 SX0344                          SUPERSEDED SURVEY CONTROL
 SX0344
 SX0344  NGVD 29 (??/??/92)  629.126  (m)         2064.06   (f) ADJ UNCH    2 0
 SX0344
 SX0344.Superseded values are not recommended for survey control.
 SX0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0344.See file dsdata.txt to determine how the superseded data were derived.
 SX0344
 SX0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT947168(NAD 83)
 SX0344_MARKER: DD = SURVEY DISK
 SX0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0344_SP_SET: ABUTMENT
 SX0344_STAMPING: 2064.19
 SX0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0344
 SX0344  HISTORY     - Date     Condition        Report By
 SX0344  HISTORY     - UNK      MONUMENTED       BOR
 SX0344  HISTORY     - 1949     GOOD             NGS
 SX0344
 SX0344                          STATION DESCRIPTION
 SX0344
 SX0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0344'10.3 MI NE FROM ELLENSBURG.
 SX0344'8.0 MILES NORTHEAST ALONG THE COLUCKUM PASS ROAD FROM THE POST OFFICE
 SX0344'AT ELLENSBURG, THENCE 2.3 MILES NORTH ALONG FAIRVIEW ROAD, AT A BRIDGE
 SX0344'OVER HIGH LINE CANAL, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 SX0344'ABUTMENT, 11.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 11 FEET
 SX0344'NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD, AND ABOUT LEVEL
 SX0344'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0381 ***********************************************************************
 SW0381  DESIGNATION -  2069
 SW0381  PID         -  SW0381
 SW0381  STATE/COUNTY-  WA/LINCOLN
 SW0381  USGS QUAD   -  GOVAN (1969)
 SW0381
 SW0381                         *CURRENT SURVEY CONTROL
 SW0381  ___________________________________________________________________
 SW0381* NAD 83(1986)-  47 44 16.     (N)    118 49 13.     (W)     SCALED    
 SW0381* NAVD 88     -       631.754  (meters)    2072.68   (feet)  ADJUSTED  
 SW0381  ___________________________________________________________________
 SW0381  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 SW0381  DYNAMIC HT  -         631.788 (meters)    2072.79  (feet)  COMP
 SW0381  MODELED GRAV-     980,645.8   (mgal)                       NAVD 88
 SW0381
 SW0381  VERT ORDER  -  SECOND    CLASS 0
 SW0381
 SW0381.The horizontal coordinates were scaled from a topographic map and have
 SW0381.an estimated accuracy of +/- 6 seconds.
 SW0381
 SW0381.The orthometric height was determined by differential leveling
 SW0381.and adjusted by the National Geodetic Survey in June 1991..
 SW0381
 SW0381.The geoid height was determined by GEOID03.
 SW0381
 SW0381.The dynamic height is computed by dividing the NAVD 88
 SW0381.geopotential number by the normal gravity value computed on the
 SW0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0381.degrees latitude (g = 980.6199 gals.).
 SW0381
 SW0381.The modeled gravity was interpolated from observed gravity values.
 SW0381
 SW0381;                    North         East    Units  Estimated Accuracy
 SW0381;SPC WA N     -    84,000.      650,960.      MT  (+/- 180 meters Scaled)
 SW0381
 SW0381                          SUPERSEDED SURVEY CONTROL
 SW0381
 SW0381  NGVD 29 (??/??/92)  630.537  (m)         2068.69   (f) ADJ UNCH    2 0
 SW0381
 SW0381.Superseded values are not recommended for survey control.
 SW0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0381.See file dsdata.txt to determine how the superseded data were derived.
 SW0381
 SW0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN635887(NAD 83)
 SW0381_MARKER: DD = SURVEY DISK
 SW0381_SETTING: 0 = UNSPECIFIED SETTING
 SW0381_STAMPING: 2069 T
 SW0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0381
 SW0381  HISTORY     - Date     Condition        Report By
 SW0381  HISTORY     - UNK      MONUMENTED       USGS
 SW0381  HISTORY     - 1966     GOOD             NGS
 SW0381
 SW0381                          STATION DESCRIPTION
 SW0381
 SW0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0381'IN GOVAN.
 SW0381'THE RAILWAY STATION IS GONE, THE MARK IS 63.5 FEET SOUTH OF THE
 SW0381'SOUTHWEST CORNER OF THE MIDDLE ONE OF THREE GRAIN ELEVATORS, AND 20
 SW0381'FEET EAST OF THE PROJECTED WEST SIDE OF THE CORRUGATED METAL SECTION
 SW0381'OF THIS ELEVATOR, AND ABOUT LEVEL WITH THE TRACKS.  A METAL WITNESS
 SW0381'POST WAS SET 6 INCHES NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0517 ***********************************************************************
 SX0517  DESIGNATION -  2073.01
 SX0517  PID         -  SX0517
 SX0517  STATE/COUNTY-  WA/KITTITAS
 SX0517  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX0517
 SX0517                         *CURRENT SURVEY CONTROL
 SX0517  ___________________________________________________________________
 SX0517* NAD 83(1986)-  47 06 26.     (N)    120 33 38.     (W)     SCALED    
 SX0517* NAVD 88     -       633.280  (meters)    2077.69   (feet)  ADJUSTED  
 SX0517  ___________________________________________________________________
 SX0517  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 SX0517  DYNAMIC HT  -         633.275 (meters)    2077.67  (feet)  COMP
 SX0517  MODELED GRAV-     980,585.9   (mgal)                       NAVD 88
 SX0517
 SX0517  VERT ORDER  -  SECOND    CLASS 0
 SX0517
 SX0517.The horizontal coordinates were scaled from a topographic map and have
 SX0517.an estimated accuracy of +/- 6 seconds.
 SX0517
 SX0517.The orthometric height was determined by differential leveling
 SX0517.and adjusted by the National Geodetic Survey in June 1991..
 SX0517
 SX0517.The geoid height was determined by GEOID03.
 SX0517
 SX0517.The dynamic height is computed by dividing the NAVD 88
 SX0517.geopotential number by the normal gravity value computed on the
 SX0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0517.degrees latitude (g = 980.6199 gals.).
 SX0517
 SX0517.The modeled gravity was interpolated from observed gravity values.
 SX0517
 SX0517;                    North         East    Units  Estimated Accuracy
 SX0517;SPC WA S     -   197,170.      495,400.      MT  (+/- 180 meters Scaled)
 SX0517
 SX0517                          SUPERSEDED SURVEY CONTROL
 SX0517
 SX0517  NGVD 29 (??/??/92)  632.136  (m)         2073.93   (f) ADJ UNCH    2 0
 SX0517
 SX0517.Superseded values are not recommended for survey control.
 SX0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0517.See file dsdata.txt to determine how the superseded data were derived.
 SX0517
 SX0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT850199(NAD 83)
 SX0517_MARKER: DD = SURVEY DISK
 SX0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0517_SP_SET: ABUTMENT
 SX0517_STAMPING: 2073.01
 SX0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0517
 SX0517  HISTORY     - Date     Condition        Report By
 SX0517  HISTORY     - UNK      MONUMENTED       BOR
 SX0517  HISTORY     - 1949     GOOD             NGS
 SX0517  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0517
 SX0517                          STATION DESCRIPTION
 SX0517
 SX0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0517'8.6 MI N FROM ELLENSBURG.
 SX0517'1.3 MILES WEST ALONG DRY CREEK ROAD FROM THE CHICAGO, MILWAUKEE, ST.
 SX0517'PAUL AND PACIFIC RAILROAD STATION AT ELLENSBURG, THENCE 4.7 MILES
 SX0517'NORTH ALONG RESSER CREEK ROAD, THENCE 2.6 MILES NORTH ALONG A COUNTY
 SX0517'ROAD, AT A WOODEN BRIDGE OVER HIGH LINE CANAL, IN THE TOP OF THE WEST
 SX0517'END OF THE SOUTH CONCRETE ABUTMENT, 12 FEET WEST OF THE CENTER LINE OF
 SX0517'THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 SX0517
 SX0517                          STATION RECOVERY (1982)
 SX0517
 SX0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0517'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1936 ***********************************************************************
 SA1936  DESIGNATION -  2078
 SA1936  PID         -  SA1936
 SA1936  STATE/COUNTY-  WA/WALLA WALLA
 SA1936  USGS QUAD   -  PRESCOTT (1967)
 SA1936
 SA1936                         *CURRENT SURVEY CONTROL
 SA1936  ___________________________________________________________________
 SA1936* NAD 83(1991)-  46 21 09.64423(N)    118 17 53.46481(W)     ADJUSTED  
 SA1936* NAVD 88     -       631.     (meters)    2070.     (feet)  SCALED    
 SA1936  ___________________________________________________________________
 SA1936  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 SA1936  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 SA1936
 SA1936  HORZ ORDER  -  SECOND
 SA1936
 SA1936.The horizontal coordinates were established by classical geodetic methods
 SA1936.and adjusted by the National Geodetic Survey in December 1991..
 SA1936
 SA1936.The orthometric height was scaled from a topographic map.
 SA1936
 SA1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1936
 SA1936.The geoid height was determined by GEOID03.
 SA1936
 SA1936;                    North         East     Units Scale Factor Converg.
 SA1936;SPC WA S     -   115,664.755   669,437.895   MT  0.99992279   +1 35 57.8
 SA1936;SPC WA S     -   379,476.78  2,196,314.16   sFT  0.99992279   +1 35 57.8
 SA1936;UTM  11      - 5,134,052.600   400,119.520   MT  0.99972263   -0 56 22.0
 SA1936
 SA1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1936!SPC WA S     -   0.99990434  x   0.99992279  =   0.99982714
 SA1936!UTM  11      -   0.99990434  x   0.99972263  =   0.99962700
 SA1936
 SA1936                          SUPERSEDED SURVEY CONTROL
 SA1936
 SA1936  NAD 83(1991)-  46 21 09.64588(N)    118 17 53.46612(W) AD(       ) 2
 SA1936  NAD 83(1986)-  46 21 09.65114(N)    118 17 53.45776(W) AD(       ) 2
 SA1936  NAD 27      -  46 21 10.15455(N)    118 17 49.58526(W) AD(       ) 2
 SA1936
 SA1936.Superseded values are not recommended for survey control.
 SA1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1936.See file dsdata.txt to determine how the superseded data were derived.
 SA1936
 SA1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0012034053(NAD 83)
 SA1936
 SA1936  HISTORY     - Date     Condition        Report By
 SA1936  HISTORY     - 1964     MONUMENTED       CGS
 SA1936  HISTORY     - 20050319 GOOD             GEOCAC
 SA1936
 SA1936                          STATION DESCRIPTION
 SA1936
 SA1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 SA1936'THE STATION IS LOCATED ABOUT 19-1/2 MILES NORTH OF WALLA WALLA, 9
 SA1936'MILES NORTHWEST OF WAITSBURG, 3-3/4 MILES NORTH OF PRESCOTT, 1/2
 SA1936'MILE EAST OF SKYROCKET ROAD, IN A SADDLE WHERE AN EAST-WEST FENCE
 SA1936'CROSSES A NORTH-SOUTH RIDGE, 6.0 FEET EAST OF A WITNESS POST, 4.0
 SA1936'FEET WEST OF THE WEST END OF A WIRE GATE AND 0.9 FEET NORTH OF THE
 SA1936'EAST-WEST FENCE.
 SA1936'
 SA1936'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PRESCOTT,
 SA1936'DISTANCE BEING 10.26 FEET, 3.126 METERS, EAST OF STATION PRESCOTT.
 SA1936'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED 2078,
 SA1936'RIVETED TO THE TOP OF A 3 INCH GALVANIZED PIPE THAT PROJECTS 10
 SA1936'INCHES ABOVE THE GROUND.
 SA1936
 SA1936                          STATION RECOVERY (2005)
 SA1936
 SA1936'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA1936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0453 ***********************************************************************
 TO0453  DESIGNATION -  2086 S
 TO0453  PID         -  TO0453
 TO0453  STATE/COUNTY-  WA/STEVENS
 TO0453  USGS QUAD   -  SPRINGDALE (1980)
 TO0453
 TO0453                         *CURRENT SURVEY CONTROL
 TO0453  ___________________________________________________________________
 TO0453* NAD 83(1986)-  48 03 25.     (N)    117 44 29.     (W)     SCALED    
 TO0453* NAVD 88     -       636.045  (meters)    2086.76   (feet)  ADJUSTED  
 TO0453  ___________________________________________________________________
 TO0453  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 TO0453  DYNAMIC HT  -         636.097 (meters)    2086.93  (feet)  COMP
 TO0453  MODELED GRAV-     980,672.7   (mgal)                       NAVD 88
 TO0453
 TO0453  VERT ORDER  -  FIRST     CLASS II
 TO0453
 TO0453.The horizontal coordinates were scaled from a topographic map and have
 TO0453.an estimated accuracy of +/- 6 seconds.
 TO0453
 TO0453.The orthometric height was determined by differential leveling
 TO0453.and adjusted by the National Geodetic Survey in June 1991..
 TO0453.WARNING-Repeat measurements at this control monument indicate possible
 TO0453.vertical movement.
 TO0453
 TO0453.The geoid height was determined by GEOID03.
 TO0453
 TO0453.The dynamic height is computed by dividing the NAVD 88
 TO0453.geopotential number by the normal gravity value computed on the
 TO0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0453.degrees latitude (g = 980.6199 gals.).
 TO0453
 TO0453.The modeled gravity was interpolated from observed gravity values.
 TO0453
 TO0453;                    North         East    Units  Estimated Accuracy
 TO0453;SPC WA N     -   122,140.      730,410.      MT  (+/- 180 meters Scaled)
 TO0453
 TO0453                          SUPERSEDED SURVEY CONTROL
 TO0453
 TO0453  NGVD 29 (??/??/92)  634.828  (m)         2082.76   (f) ADJ UNCH    1 2
 TO0453
 TO0453.Superseded values are not recommended for survey control.
 TO0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0453.See file dsdata.txt to determine how the superseded data were derived.
 TO0453
 TO0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP447228(NAD 83)
 TO0453_MARKER: DB = BENCH MARK DISK
 TO0453_SETTING: 0 = UNSPECIFIED SETTING
 TO0453_STAMPING: 2086 S
 TO0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0453
 TO0453  HISTORY     - Date     Condition        Report By
 TO0453  HISTORY     - UNK      MONUMENTED       USGS
 TO0453  HISTORY     - 1936     GOOD             NGS
 TO0453  HISTORY     - 1939     GOOD             BOR
 TO0453
 TO0453                          STATION DESCRIPTION
 TO0453
 TO0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 TO0453'IN SPRINGDALE.
 TO0453'AT SPRINGDALE AT THE GREAT NORTHERN DEPOT, 80 FEET SOUTH OF ROAD
 TO0453'CROSSING, 20 FEET NORTHWEST OF CORNER OF DEPOT, 24 FEET WEST OF
 TO0453'CENTERLINE OF TRACK.  NOTE-- BUT LEANING SLIGHTLY.  NOTE-- NO PLATFORM
 TO0453'AT STATION.
 TO0453
 TO0453                          STATION RECOVERY (1939)
 TO0453
 TO0453'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1939
 TO0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0730 ***********************************************************************
 SX0730  DESIGNATION -  2096
 SX0730  PID         -  SX0730
 SX0730  STATE/COUNTY-  WA/KING
 SX0730  USGS QUAD   -  LESTER (1989)
 SX0730
 SX0730                         *CURRENT SURVEY CONTROL
 SX0730  ___________________________________________________________________
 SX0730* NAD 83(1986)-  47 10 42.     (N)    121 23 31.     (W)     SCALED    
 SX0730* NAVD 88     -       639.975  (meters)    2099.65   (feet)  ADJUSTED  
 SX0730  ___________________________________________________________________
 SX0730  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 SX0730  DYNAMIC HT  -         639.948 (meters)    2099.56  (feet)  COMP
 SX0730  MODELED GRAV-     980,552.0   (mgal)                       NAVD 88
 SX0730
 SX0730  VERT ORDER  -  SECOND    CLASS 0
 SX0730
 SX0730.The horizontal coordinates were scaled from a topographic map and have
 SX0730.an estimated accuracy of +/- 6 seconds.
 SX0730
 SX0730.The orthometric height was determined by differential leveling
 SX0730.and adjusted by the National Geodetic Survey in June 1991..
 SX0730
 SX0730.The geoid height was determined by GEOID03.
 SX0730
 SX0730.The dynamic height is computed by dividing the NAVD 88
 SX0730.geopotential number by the normal gravity value computed on the
 SX0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0730.degrees latitude (g = 980.6199 gals.).
 SX0730
 SX0730.The modeled gravity was interpolated from observed gravity values.
 SX0730
 SX0730;                    North         East    Units  Estimated Accuracy
 SX0730;SPC WA N     -    19,980.      457,650.      MT  (+/- 180 meters Scaled)
 SX0730
 SX0730                          SUPERSEDED SURVEY CONTROL
 SX0730
 SX0730  NGVD 29 (??/??/92)  638.793  (m)         2095.77   (f) ADJ UNCH    2 0
 SX0730
 SX0730.Superseded values are not recommended for survey control.
 SX0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0730.See file dsdata.txt to determine how the superseded data were derived.
 SX0730
 SX0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT218262(NAD 83)
 SX0730_MARKER: N = NAIL
 SX0730_SETTING: 66 = SET IN ROCK OUTCROP
 SX0730_SP_SET: ROCK OUTCROP
 SX0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0730+STABILITY: POSITION/ELEVATION WELL
 SX0730
 SX0730  HISTORY     - Date     Condition        Report By
 SX0730  HISTORY     - UNK      MONUMENTED       USGS
 SX0730  HISTORY     - 1946     GOOD             NGS
 SX0730
 SX0730                          STATION DESCRIPTION
 SX0730
 SX0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SX0730'7.0 MI SW FROM LESTER.
 SX0730'3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0730'STATION AT LESTER, THENCE 3.7 MILES SOUTHWEST ALONG THE NACHES FOREST
 SX0730'SERVICE ROAD, AT A SMALL WOODEN BRIDGE OVER A SMALL CREEK, 17 FEET
 SX0730'WEST OF THE CENTER LINE OF THE ROAD, 13 FEET WEST OF THE NORTHWEST
 SX0730'ABUTMENT OF THE WOODEN BRIDGE, A U. S. G. S. COPPER NAIL AND WASHER
 SX0730'CEMENTED IN TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 0.6 FOOT ABOVE
 SX0730'THE ROAD LEVEL AND THE BRIDGE ABUTMENT.  A LARGE PTBM 2096 PAINTED ON
 SX0730'THE EAST SIDE OF THE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0664 ***********************************************************************
 TP0664  DESIGNATION -  21 AA
 TP0664  PID         -  TP0664
 TP0664  STATE/COUNTY-  WA/OKANOGAN
 TP0664  USGS QUAD   -  DUNCAN RIDGE (1981)
 TP0664
 TP0664                         *CURRENT SURVEY CONTROL
 TP0664  ___________________________________________________________________
 TP0664* NAD 83(1986)-  48 50 52.     (N)    119 47 27.     (W)     SCALED    
 TP0664* NAVD 88     -      1373.761  (meters)    4507.08   (feet)  ADJUSTED  
 TP0664  ___________________________________________________________________
 TP0664  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TP0664  DYNAMIC HT  -        1373.769 (meters)    4507.11  (feet)  COMP
 TP0664  MODELED GRAV-     980,566.8   (mgal)                       NAVD 88
 TP0664
 TP0664  VERT ORDER  -  SECOND    CLASS 0
 TP0664
 TP0664.The horizontal coordinates were scaled from a topographic map and have
 TP0664.an estimated accuracy of +/- 6 seconds.
 TP0664
 TP0664.The orthometric height was determined by differential leveling
 TP0664.and adjusted by the National Geodetic Survey in June 1991..
 TP0664
 TP0664.The geoid height was determined by GEOID03.
 TP0664
 TP0664.The dynamic height is computed by dividing the NAVD 88
 TP0664.geopotential number by the normal gravity value computed on the
 TP0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0664.degrees latitude (g = 980.6199 gals.).
 TP0664
 TP0664.The modeled gravity was interpolated from observed gravity values.
 TP0664
 TP0664;                    North         East    Units  Estimated Accuracy
 TP0664;SPC WA N     -   205,970.      576,510.      MT  (+/- 180 meters Scaled)
 TP0664
 TP0664                          SUPERSEDED SURVEY CONTROL
 TP0664
 TP0664  NGVD 29 (??/??/92) 1372.360  (m)         4502.48   (f) ADJ UNCH    2 0
 TP0664
 TP0664.Superseded values are not recommended for survey control.
 TP0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0664.See file dsdata.txt to determine how the superseded data were derived.
 TP0664
 TP0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ952142(NAD 83)
 TP0664_MARKER: DD = SURVEY DISK
 TP0664_SETTING: 66 = SET IN ROCK OUTCROP
 TP0664_SP_SET: GRANITE OUTCROP
 TP0664_STAMPING: 21 AA 1954 4502
 TP0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0664+STABILITY: POSITION/ELEVATION WELL
 TP0664
 TP0664  HISTORY     - Date     Condition        Report By
 TP0664  HISTORY     - 1954     MONUMENTED       USGS
 TP0664  HISTORY     - 1959     GOOD             NGS
 TP0664  HISTORY     - 1965     GOOD             NGS
 TP0664
 TP0664                          STATION DESCRIPTION
 TP0664
 TP0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0664'13.85 MI W FROM LOOMIS.
 TP0664'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0664'LOOMIS, THENCE 11.7 MILES WEST ALONG A GRAVEL ROAD, 0.1 MILE SOUTHEAST
 TP0664'OF THE JUNCTION OF A TRACK ROAD NORTHWEST, IN TOP OF A 1-BY 5-FOOT
 TP0664'GRANITE OUTCROP WHICH PROJECTS 2 FEET ABOVE THE GROUND, 22 FEET
 TP0664'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A WITNESS
 TP0664'POST, AND ABOUT 7 FEET HIGHER THAN THE ROAD.  NOTE-- RD WAS TO BE
 TP0664'WIDENED THUS EITHER DISTURBING OR DESTROYING THE MARK.
 TP0664
 TP0664                          STATION RECOVERY (1965)
 TP0664
 TP0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 TP0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0244 ***********************************************************************
 SB0244  DESIGNATION -  21 E USGS
 SB0244  PID         -  SB0244
 SB0244  STATE/COUNTY-  WA/KITTITAS
 SB0244  USGS QUAD   -  BOYLSTON (1953)
 SB0244
 SB0244                         *CURRENT SURVEY CONTROL
 SB0244  ___________________________________________________________________
 SB0244* NAD 83(1998)-  46 57 28.53497(N)    120 07 42.00186(W)     ADJUSTED  
 SB0244* NAVD 88     -       624.466  (meters)    2048.77   (feet)  ADJUSTED  
 SB0244  ___________________________________________________________________
 SB0244  X           -  -2,189,214.641 (meters)                     COMP
 SB0244  Y           -  -3,772,292.720 (meters)                     COMP
 SB0244  Z           -   4,639,015.035 (meters)                     COMP
 SB0244  LAPLACE CORR-          -6.85  (seconds)                    DEFLEC99
 SB0244  ELLIP HEIGHT-         604.01  (meters)          (07/05/01) GPS OBS
 SB0244  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 SB0244  DYNAMIC HT  -         624.465 (meters)    2048.77  (feet)  COMP
 SB0244  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 SB0244
 SB0244  HORZ ORDER  -  FIRST
 SB0244  VERT ORDER  -  SECOND    CLASS 0
 SB0244  ELLP ORDER  -  FOURTH    CLASS II
 SB0244
 SB0244.The horizontal coordinates were established by GPS observations
 SB0244.and adjusted by the National Geodetic Survey in July 2001..
 SB0244.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB0244.DATUM ITEM on the data sheet items page.
 SB0244
 SB0244.The orthometric height was determined by differential leveling
 SB0244.and adjusted by the National Geodetic Survey in June 1991..
 SB0244.WARNING-GPS observations at this control monument resulted in a GPS
 SB0244.derived orthometric height which differed from the leveled height by
 SB0244.more than one decimeter (0.1 meter).
 SB0244
 SB0244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB0244
 SB0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0244
 SB0244.The ellipsoidal height was determined by GPS observations
 SB0244.and is referenced to NAD 83.
 SB0244
 SB0244.The geoid height was determined by GEOID03.
 SB0244
 SB0244.The dynamic height is computed by dividing the NAVD 88
 SB0244.geopotential number by the normal gravity value computed on the
 SB0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0244.degrees latitude (g = 980.6199 gals.).
 SB0244
 SB0244.The modeled gravity was interpolated from observed gravity values.
 SB0244
 SB0244;                    North         East     Units Scale Factor Converg.
 SB0244;SPC WA S     -   180,642.762   528,287.700   MT  0.99993575   +0 16 11.9
 SB0244;SPC WA S     -   592,658.79  1,733,223.90   sFT  0.99993575   +0 16 11.9
 SB0244;UTM  10      - 5,204,491.862   718,485.246   MT  1.00018674   +2 05 58.5
 SB0244
 SB0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0244!SPC WA S     -   0.99990533  x   0.99993575  =   0.99984109
 SB0244!UTM  10      -   0.99990533  x   1.00018674  =   1.00009205
 SB0244
 SB0244                          SUPERSEDED SURVEY CONTROL
 SB0244
 SB0244  NAD 83(1991)-  46 57 28.53396(N)    120 07 42.00088(W) AD(       ) 1
 SB0244  ELLIP H (06/21/95)  604.12   (m)                       GP(       ) 4 2
 SB0244  NAVD 88 (12/18/95)  624.47   (m)         2048.8    (f) LEVELING    3  
 SB0244  NGVD 29 (??/??/92)  623.343  (m)         2045.08   (f) ADJ UNCH    2 0
 SB0244
 SB0244.Superseded values are not recommended for survey control.
 SB0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0244.See file dsdata.txt to determine how the superseded data were derived.
 SB0244
 SB0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1848504492(NAD 83)
 SB0244_MARKER: DD = SURVEY DISK
 SB0244_SETTING: 80 = SET IN A BOULDER
 SB0244_SP_SET: BOULDER
 SB0244_STAMPING: 2045 21 E 1938
 SB0244_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SB0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0244+STABILITY: SURFACE MOTION
 SB0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0244+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1993
 SB0244
 SB0244  HISTORY     - Date     Condition        Report By
 SB0244  HISTORY     - 1938     MONUMENTED       USGS
 SB0244  HISTORY     - 1947     GOOD             NGS
 SB0244  HISTORY     - 1957     GOOD             NGS
 SB0244  HISTORY     - 19931212 GOOD             MSI
 SB0244
 SB0244                          STATION DESCRIPTION
 SB0244
 SB0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0244'8.2 MI W FROM VANTAGE.
 SB0244'8.2 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE WEST END OF VANTAGE
 SB0244'BRIDGE OVER THE COLUMBIA RIVER AT VANTAGE, ABOUT 85 YARDS NORTHEAST OF
 SB0244'A TRACK ROAD LEADING SOUTH, 50 FEET NORTH OF THE CENTER LINE OF THE
 SB0244'HIGHWAY, 20 FEET EAST OF A ROCK FILLED FENCE, 3.0 FEET SOUTH OF A BARB
 SB0244'WIRE FENCE, ABOUT 2 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP OF A
 SB0244'SMALL OUTCROPPING BOULDER.  WITNESS POST SET 3.0 FEET EAST OF THE
 SB0244'MARK.
 SB0244
 SB0244                          STATION RECOVERY (1957)
 SB0244
 SB0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 SB0244'RECOVERED IN GOOD CONDITION.
 SB0244
 SB0244                          STATION RECOVERY (1993)
 SB0244
 SB0244'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SB0244'RECOVERED AS DESCRIBED. ADDITIONAL TIES INCLUDE - 6.5 FT (2.0 M) SOUTH
 SB0244'OF FENCE LINE, 48.5 FT (14.8 M) NORTH OF CENTERLINE OF VANTAGE HIGHWAY
 SB0244'(U.S. 10), AND 2.5 FT (0.8 M) WEST OF CARSONITE WITNESS POST. 14.7 MI
 SB0244'(23.7 KM) EAST ON VANTAGE HIGHWAY FROM N0. 81 ROAD, AND 0.4 MI (0.6
 SB0244'KM) WEST OF END OF WESTBOUND PASSING LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1383 ***********************************************************************
 TP1383  DESIGNATION -  21 MILE
 TP1383  PID         -  TP1383
 TP1383  STATE/COUNTY-  WA/FERRY
 TP1383  USGS QUAD   -  THIRTEENMILE CREEK (1992)
 TP1383
 TP1383                         *CURRENT SURVEY CONTROL
 TP1383  ___________________________________________________________________
 TP1383* NAD 83(1991)-  48 22 57.52061(N)    118 38 21.96762(W)     ADJUSTED  
 TP1383* NAVD 88     -      1415.     (meters)    4642.     (feet)  SCALED    
 TP1383  ___________________________________________________________________
 TP1383  LAPLACE CORR-           8.36  (seconds)                    DEFLEC99
 TP1383  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 TP1383
 TP1383  HORZ ORDER  -  THIRD
 TP1383
 TP1383.The horizontal coordinates were established by classical geodetic methods
 TP1383.and adjusted by the National Geodetic Survey in December 1991..
 TP1383
 TP1383.The orthometric height was scaled from a topographic map.
 TP1383
 TP1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1383
 TP1383.The geoid height was determined by GEOID03.
 TP1383
 TP1383;                    North         East     Units Scale Factor Converg.
 TP1383;SPC WA N     -   156,043.549   662,476.390   MT  0.99995291   +1 38 00.2
 TP1383;SPC WA N     -   511,952.88  2,173,474.62   sFT  0.99995291   +1 38 00.2
 TP1383;UTM  11      - 5,360,129.477   378,614.506   MT  0.99978104   -1 13 32.8
 TP1383
 TP1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1383!SPC WA N     -   0.99978102  x   0.99995291  =   0.99973394
 TP1383!UTM  11      -   0.99978102  x   0.99978104  =   0.99956211
 TP1383
 TP1383:                Primary Azimuth Mark                     Grid Az
 TP1383:SPC WA N     -  CODY                                     198 42 13.2
 TP1383:UTM  11      -  CODY                                     201 33 46.2
 TP1383
 TP1383|---------------------------------------------------------------------|
 TP1383| PID    Reference Object                     Distance      Geod. Az  |
 TP1383|                                                           dddmmss.s |
 TP1383| TP1070 CODY                                APPROX. 4.9 KM 2002013.4 |
 TP1383| CS4858 21 MILE RM 1                          2.941 METERS 20020     |
 TP1383| CS4857 21 MILE RM 2                          4.039 METERS 35920     |
 TP1383|---------------------------------------------------------------------|
 TP1383
 TP1383                          SUPERSEDED SURVEY CONTROL
 TP1383
 TP1383  NAD 83(1986)-  48 22 57.53036(N)    118 38 21.96529(W) AD(       ) 3
 TP1383
 TP1383.Superseded values are not recommended for survey control.
 TP1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1383.See file dsdata.txt to determine how the superseded data were derived.
 TP1383
 TP1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP7861560129(NAD 83)
 TP1383_MARKER: DS = TRIANGULATION STATION DISK
 TP1383_SETTING: 66 = SET IN ROCK OUTCROP
 TP1383_SP_SET: SET IN BEDROCK
 TP1383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1383+STABILITY: POSITION/ELEVATION WELL
 TP1383
 TP1383  HISTORY     - Date     Condition        Report By
 TP1383  HISTORY     - 1945     MONUMENTED       USGS
 TP1383
 TP1383                          STATION DESCRIPTION
 TP1383
 TP1383'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 TP1383'NOT OCCUPIED.
 TP1383'
 TP1383'LOCATED ABOUT 6 MI S. AND 5 MI E. OF WEST FORK SETTLEMENT.  ON
 TP1383'SPARSLEY-TIMBERED TOP, HIGHEST POINT BETWEEN TWENTYONEMILE AND
 TP1383'TWENTYTHREEMILE CREEKS.
 TP1383'
 TP1383'TO REACH FROM REPUBLIC POST OFFICE, DRIVE 20.0 MI S. ON STATE
 TP1383'HWY. 4.  TURN LEFT 7.35 MI ON TWENTYONEMILE RD. TO SADDLE.  GO ON
 TP1383'FOOT 1.5 MI SW. ALONG RIDGE TO HIGHEST POINT AND STATION.
 TP1383'
 TP1383'STATION MARK--STANDARD TABLET STAMPED---21 MILE 1945---, CEMENTED
 TP1383'IN SOLID ROCK.
 TP1383'
 TP1383'RM 1--CHISELED CROSS IN ROCK.
 TP1383'
 TP1383'RM 2--CHISELED CROSS IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0672 ***********************************************************************
 SX0672  DESIGNATION -  2103 T
 SX0672  PID         -  SX0672
 SX0672  STATE/COUNTY-  WA/KITTITAS
 SX0672  USGS QUAD   -  RONALD (1989)
 SX0672
 SX0672                         *CURRENT SURVEY CONTROL
 SX0672  ___________________________________________________________________
 SX0672* NAD 83(1986)-  47 12 47.     (N)    121 06 40.     (W)     SCALED    
 SX0672* NAVD 88     -       642.638  (meters)    2108.39   (feet)  ADJUSTED  
 SX0672  ___________________________________________________________________
 SX0672  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 SX0672  DYNAMIC HT  -         642.636 (meters)    2108.38  (feet)  COMP
 SX0672  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 SX0672
 SX0672  VERT ORDER  -  FIRST     CLASS II
 SX0672
 SX0672.The horizontal coordinates were scaled from a topographic map and have
 SX0672.an estimated accuracy of +/- 6 seconds.
 SX0672
 SX0672.The orthometric height was determined by differential leveling
 SX0672.and adjusted by the National Geodetic Survey in June 1991..
 SX0672.WARNING-Repeat measurements at this control monument indicate possible
 SX0672.vertical movement.
 SX0672
 SX0672.The geoid height was determined by GEOID03.
 SX0672
 SX0672.The dynamic height is computed by dividing the NAVD 88
 SX0672.geopotential number by the normal gravity value computed on the
 SX0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0672.degrees latitude (g = 980.6199 gals.).
 SX0672
 SX0672.The modeled gravity was interpolated from observed gravity values.
 SX0672
 SX0672;                    North         East    Units  Estimated Accuracy
 SX0672;SPC WA S     -   209,120.      453,710.      MT  (+/- 180 meters Scaled)
 SX0672
 SX0672                          SUPERSEDED SURVEY CONTROL
 SX0672
 SX0672  NGVD 29 (??/??/92)  641.472  (m)         2104.56   (f) ADJ UNCH    1 2
 SX0672
 SX0672.Superseded values are not recommended for survey control.
 SX0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0672.See file dsdata.txt to determine how the superseded data were derived.
 SX0672
 SX0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT430305(NAD 83)
 SX0672_MARKER: P = PIPE CAP
 SX0672_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0672_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0672_MARK LOGO: USGS  
 SX0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0672
 SX0672  HISTORY     - Date     Condition        Report By
 SX0672  HISTORY     - UNK      MONUMENTED       USGS
 SX0672  HISTORY     - 1958     GOOD             NGS
 SX0672  HISTORY     - 1982     GOOD             NGS
 SX0672  HISTORY     - 1988     GOOD             USPSQD
 SX0672
 SX0672                          STATION DESCRIPTION
 SX0672
 SX0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SX0672'3.6 MI SE FROM EASTON.
 SX0672'3.6 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0672'STATION AT EASTON, KITTITAS COUNTY, 3-1/2 RAILS WEST OF THE STATION
 SX0672'SIGN AT TALMAGE, MIDWAY BETWEEN THE ROAD CROSSING AND BRIDGE NO. 34.1,
 SX0672'38.4 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 27.5 FEET SOUTH
 SX0672'OF THE RIGHT-OF-WAY FENCE, AND 1.3 FEET EAST OF A WHITE WOODEN WITNESS
 SX0672'POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2103 T
 SX0672'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE
 SX0672'GROUND.  NOTE-- IT WAS REPORTED IN JULY 1944 THAT THIS PIPE IS
 SX0672'SLIGHTLY LOOSE IN THE GROUND.  THE TOP OF THE CAP HAS BEEN HIT AND A
 SX0672'SMALL GROOVE CUT ON IT LEAVING A HOLE.
 SX0672
 SX0672                          STATION RECOVERY (1982)
 SX0672
 SX0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0672'5.5 KM (3.4 MI) EAST ALONG INTERSTATE HIGHWAY 90 FROM THE POST OFFICE
 SX0672'IN EASTON, MIDWAY BETWEEN THE NORTHERN PACIFIC RAILROAD BRIDGE 34.1
 SX0672'AND HIGHWAY MILEPOST 75, 37.8 METERS (124 FT) SOUTH OF THE CENTERLINE
 SX0672'OF THE EAST BOUND TRAFFIC LANES, 11.5 METERS (37.7 FT) NORTH OF THE
 SX0672'NORTH RAIL, 107.0 METERS (352 FT) EAST OF BENCH MARK S 247, 23.3
 SX0672'METERS (76.4 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 SX0672'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 SX0672'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SX0672
 SX0672                          STATION RECOVERY (1988)
 SX0672
 SX0672'RECOVERY NOTE BY US POWER SQUADRON 1988 (CC)
 SX0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0748 ***********************************************************************
 SB0748  DESIGNATION -  2108
 SB0748  PID         -  SB0748
 SB0748  STATE/COUNTY-  WA/SKAMANIA
 SB0748  USGS QUAD   -  EAST CANYON RIDGE (1994)
 SB0748
 SB0748                         *CURRENT SURVEY CONTROL
 SB0748  ___________________________________________________________________
 SB0748* NAD 83(1986)-  46 21 14.     (N)    121 42 11.     (W)     SCALED    
 SB0748* NAVD 88     -       646.298  (meters)    2120.40   (feet)  ADJUSTED  
 SB0748  ___________________________________________________________________
 SB0748  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 SB0748  DYNAMIC HT  -         646.243 (meters)    2120.22  (feet)  COMP
 SB0748  MODELED GRAV-     980,510.1   (mgal)                       NAVD 88
 SB0748
 SB0748  VERT ORDER  -  SECOND    CLASS 0
 SB0748
 SB0748.The horizontal coordinates were scaled from a topographic map and have
 SB0748.an estimated accuracy of +/- 6 seconds.
 SB0748
 SB0748.The orthometric height was determined by differential leveling
 SB0748.and adjusted by the National Geodetic Survey in June 1991..
 SB0748
 SB0748.The geoid height was determined by GEOID03.
 SB0748
 SB0748.The dynamic height is computed by dividing the NAVD 88
 SB0748.geopotential number by the normal gravity value computed on the
 SB0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0748.degrees latitude (g = 980.6199 gals.).
 SB0748
 SB0748.The modeled gravity was interpolated from observed gravity values.
 SB0748
 SB0748;                    North         East    Units  Estimated Accuracy
 SB0748;SPC WA S     -   114,140.      407,410.      MT  (+/- 180 meters Scaled)
 SB0748
 SB0748                          SUPERSEDED SURVEY CONTROL
 SB0748
 SB0748  NGVD 29 (??/??/92)  645.175  (m)         2116.71   (f) ADJ UNCH    2 0
 SB0748
 SB0748.Superseded values are not recommended for survey control.
 SB0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0748.See file dsdata.txt to determine how the superseded data were derived.
 SB0748
 SB0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES997341(NAD 83)
 SB0748_MARKER: N = NAIL
 SB0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0748_SP_SET: TREE
 SB0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0748
 SB0748  HISTORY     - Date     Condition        Report By
 SB0748  HISTORY     - UNK      MONUMENTED       CGS
 SB0748  HISTORY     - 1946     GOOD             NGS
 SB0748  HISTORY     - 1970     MARK NOT FOUND   USGS
 SB0748
 SB0748                          STATION DESCRIPTION
 SB0748
 SB0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0748'22.7 MI SE FROM RANDLE.
 SB0748'0.1 MILE EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0748'THENCE 9.3 MILES SOUTHEAST ALONG THE RANDLE-CISPUS COUNTY ROAD, THENCE
 SB0748'13.3 MILES SOUTHEAST ALONG THE TROUT LAKE FOREST SERVICE ROAD, 22 FEET
 SB0748'NORTHWEST OF THE CENTER OF THE NORTHEAST END OF A LOG CULVERT OVER
 SB0748'BUCK CREEK, AND 19 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD. A
 SB0748'COPPER NAIL AND WASHER IN THE SOUTH ROOT OF A 30-INCH DEAD FIR TREE.
 SB0748
 SB0748                          STATION RECOVERY (1970)
 SB0748
 SB0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SB0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0719 ***********************************************************************
 SV0719  DESIGNATION -  2117 S
 SV0719  PID         -  SV0719
 SV0719  STATE/COUNTY-  WA/STEVENS
 SV0719  USGS QUAD   -  DEER PARK (1973)
 SV0719
 SV0719                         *CURRENT SURVEY CONTROL
 SV0719  ___________________________________________________________________
 SV0719* NAD 83(1986)-  47 57 11.     (N)    117 28 28.     (W)     SCALED    
 SV0719* NAVD 88     -       645.662  (meters)    2118.31   (feet)  ADJUSTED  
 SV0719  ___________________________________________________________________
 SV0719  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SV0719  DYNAMIC HT  -         645.713 (meters)    2118.48  (feet)  COMP
 SV0719  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 SV0719
 SV0719  VERT ORDER  -  FIRST     CLASS II
 SV0719
 SV0719.The horizontal coordinates were scaled from a topographic map and have
 SV0719.an estimated accuracy of +/- 6 seconds.
 SV0719
 SV0719.The orthometric height was determined by differential leveling
 SV0719.and adjusted by the National Geodetic Survey in June 1991..
 SV0719.WARNING-Repeat measurements at this control monument indicate possible
 SV0719.vertical movement.
 SV0719
 SV0719.The geoid height was determined by GEOID03.
 SV0719
 SV0719.The dynamic height is computed by dividing the NAVD 88
 SV0719.geopotential number by the normal gravity value computed on the
 SV0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0719.degrees latitude (g = 980.6199 gals.).
 SV0719
 SV0719.The modeled gravity was interpolated from observed gravity values.
 SV0719
 SV0719;                    North         East    Units  Estimated Accuracy
 SV0719;SPC WA N     -   111,440.      750,790.      MT  (+/- 180 meters Scaled)
 SV0719
 SV0719                          SUPERSEDED SURVEY CONTROL
 SV0719
 SV0719  NGVD 29 (??/??/92)  644.474  (m)         2114.41   (f) ADJ UNCH    1 2
 SV0719
 SV0719.Superseded values are not recommended for survey control.
 SV0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0719.See file dsdata.txt to determine how the superseded data were derived.
 SV0719
 SV0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP645111(NAD 83)
 SV0719_MARKER: DB = BENCH MARK DISK
 SV0719_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0719_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0719_STAMPING: 2117-S
 SV0719_MARK LOGO: NGS   
 SV0719_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SV0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0719
 SV0719  HISTORY     - Date     Condition        Report By
 SV0719  HISTORY     - UNK      MONUMENTED       CGS
 SV0719  HISTORY     - 1931     GOOD             NGS
 SV0719  HISTORY     - 1965     GOOD             NGS
 SV0719  HISTORY     - 19960502 GOOD             WADT
 SV0719
 SV0719                          STATION DESCRIPTION
 SV0719
 SV0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 SV0719'IN DEER PARK.
 SV0719'AT DEER PARK, 3 FEET NORTHWEST OF NORTHWEST CORNER OF THE OLSON
 SV0719'BUILDING, ON THE CORNER OF MAIN AND CRAWFORD STREETS, TABLET IS 6
 SV0719'INCHES BELOW SURFACE OF SIDEWALK INCLOSED BY A 3 INCH CAST IRON PIPE
 SV0719'WITH COVER.  UNABLE TO ASCERTAIN CHARACTER OF MARK.  NOTE-- STAMPING
 SV0719'OBLITERATED.
 SV0719
 SV0719                          STATION RECOVERY (1965)
 SV0719
 SV0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0719'RECOVERED IN GOOD CONDITION.
 SV0719
 SV0719                          STATION RECOVERY (1996)
 SV0719
 SV0719'RECOVERY NOTE BY WA DEPT OF TRANSP 1996 (PW)
 SV0719'RECOVERED IN GOOD CONDITION. CONSTRUCTION WILL BE DESTROYING THE MARK,
 SV0719'SO A RESET WAS SET NEAR THE MARK.  RESET WAS STAMPED BY WADT FIELD
 SV0719'CREW AS BM32395-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0433 ***********************************************************************
 TR0433  DESIGNATION -  212 + TORPEDO
 TR0433  PID         -  TR0433
 TR0433  STATE/COUNTY-  WA/ISLAND
 TR0433  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0433
 TR0433                         *CURRENT SURVEY CONTROL
 TR0433  ___________________________________________________________________
 TR0433* NAD 83(1986)-  48 17 27.     (N)    122 37 30.     (W)     SCALED    
 TR0433* NAVD 88     -         4.774  (meters)      15.66   (feet)  ADJUSTED  
 TR0433  ___________________________________________________________________
 TR0433  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 TR0433  DYNAMIC HT  -           4.775 (meters)      15.67  (feet)  COMP
 TR0433  MODELED GRAV-     980,841.3   (mgal)                       NAVD 88
 TR0433
 TR0433  VERT ORDER  -  FIRST     CLASS II
 TR0433
 TR0433.This mark is at Oak Harbor Air Park  (76S)
 TR0433
 TR0433.The horizontal coordinates were scaled from a topographic map and have
 TR0433.an estimated accuracy of +/- 6 seconds.
 TR0433
 TR0433.The orthometric height was determined by differential leveling
 TR0433.and adjusted by the National Geodetic Survey in June 1991..
 TR0433
 TR0433.The geoid height was determined by GEOID03.
 TR0433
 TR0433.The dynamic height is computed by dividing the NAVD 88
 TR0433.geopotential number by the normal gravity value computed on the
 TR0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0433.degrees latitude (g = 980.6199 gals.).
 TR0433
 TR0433.The modeled gravity was interpolated from observed gravity values.
 TR0433
 TR0433;                    North         East    Units  Estimated Accuracy
 TR0433;SPC WA N     -   145,070.      367,070.      MT  (+/- 180 meters Scaled)
 TR0433
 TR0433                          SUPERSEDED SURVEY CONTROL
 TR0433
 TR0433  NGVD 29 (??/??/92)    3.630  (m)           11.91   (f) ADJ UNCH    1 2
 TR0433
 TR0433.Superseded values are not recommended for survey control.
 TR0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0433.See file dsdata.txt to determine how the superseded data were derived.
 TR0433
 TR0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU278486(NAD 83)
 TR0433_MARKER: DD = SURVEY DISK
 TR0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0433_STAMPING: 212 + TORPEDO
 TR0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0433+STABILITY: SURFACE MOTION
 TR0433
 TR0433  HISTORY     - Date     Condition        Report By
 TR0433  HISTORY     - UNK      MONUMENTED       DOD
 TR0433  HISTORY     - 1952     GOOD             NGS
 TR0433
 TR0433                          STATION DESCRIPTION
 TR0433
 TR0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0433'1.2 MI E FROM OAK HARBOR.
 TR0433'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0433'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0433'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.25 MILE
 TR0433'NORTHEAST ALONG TORPEDO ROAD, NEAR THE CENTER OF THE ROAD, ON THE
 TR0433'NORTHWEST SHORE OF CRESCENT HARBOR, 37 FEET NORTHWEST OF AND ABOUT 7
 TR0433'FEET HIGHER THAN THE HIGH-WATER LINE OF THE HARBOR, 32 FEET SOUTHEAST
 TR0433'OF THE FOOT OF A 60-FOOT-HIGH DIRT BLUFF, 1.0 FOOT SOUTHEAST OF THE
 TR0433'CENTER OF THE YELLOW PAINTED CENTER-LINE STRIPE, 0.2 FOOT BELOW THE
 TR0433'SURFACE OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 TR0433'ENCASED IN A STEEL PIPE (6-INCH) WITH A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0343 ***********************************************************************
 TO0343  DESIGNATION -  2121 22 13
 TO0343  PID         -  TO0343
 TO0343  STATE/COUNTY-  WA/PEND OREILLE
 TO0343  USGS QUAD   -  METALINE FALLS (1992)
 TO0343
 TO0343                         *CURRENT SURVEY CONTROL
 TO0343  ___________________________________________________________________
 TO0343* NAD 83(1986)-  48 51 46.     (N)    117 21 45.     (W)     SCALED    
 TO0343* NAVD 88     -       648.128  (meters)    2126.40   (feet)  POSTED    
 TO0343  ___________________________________________________________________
 TO0343  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 TO0343  DYNAMIC HT  -         648.210 (meters)    2126.67  (feet)  COMP
 TO0343  MODELED GRAV-     980,716.1   (mgal)                       NAVD 88
 TO0343
 TO0343  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TO0343
 TO0343.The horizontal coordinates were scaled from a topographic map and have
 TO0343.an estimated accuracy of +/- 6 seconds.
 TO0343
 TO0343.The orthometric height was determined by differential leveling
 TO0343.and adjusted by the National Geodetic Survey in 1992..
 TO0343.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TO0343.rate of 0.0 thru 1.0 mm/km.
 TO0343
 TO0343.The geoid height was determined by GEOID03.
 TO0343
 TO0343.The dynamic height is computed by dividing the NAVD 88
 TO0343.geopotential number by the normal gravity value computed on the
 TO0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0343.degrees latitude (g = 980.6199 gals.).
 TO0343
 TO0343.The modeled gravity was interpolated from observed gravity values.
 TO0343
 TO0343;                    North         East    Units  Estimated Accuracy
 TO0343;SPC WA N     -   212,860.      754,590.      MT  (+/- 180 meters Scaled)
 TO0343
 TO0343                          SUPERSEDED SURVEY CONTROL
 TO0343
 TO0343  NGVD 29 (??/??/92)  646.906  (m)         2122.39   (f) ADJ UNCH    1 2
 TO0343
 TO0343.Superseded values are not recommended for survey control.
 TO0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0343.See file dsdata.txt to determine how the superseded data were derived.
 TO0343
 TO0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ734122(NAD 83)
 TO0343_MARKER: DB = BENCH MARK DISK
 TO0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0343_STAMPING: 2121 22-13 1930
 TO0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0343+STABILITY: SURFACE MOTION
 TO0343
 TO0343  HISTORY     - Date     Condition        Report By
 TO0343  HISTORY     - 1930     MONUMENTED       BOR
 TO0343  HISTORY     - 1942     GOOD             NGS
 TO0343  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0343
 TO0343                          STATION DESCRIPTION
 TO0343
 TO0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0343'0.7 MI N FROM METALINE FALLS.
 TO0343'0.7 MI. N. OF P.O. LOCATED ALONG WASHINGTON STATE HIGHWAY NO. 6, 0.2
 TO0343'MILE NORTH OF CONCRETE BRIDGE, 15 FEET WEST OF ROAD CENTERLINE, 0.2
 TO0343'MILE NORTH OF LEHIGH CEMENT COMPANY POWER PLANT ON SULLIVAN CREEK,
 TO0343'WITNESS POST SET.  A DISK SET IN A CONCRETE POST.
 TO0343
 TO0343                          STATION RECOVERY (1967)
 TO0343
 TO0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1148 ***********************************************************************
 RZ1148  DESIGNATION -  2129.192
 RZ1148  PID         -  RZ1148
 RZ1148  STATE/COUNTY-  WA/GARFIELD
 RZ1148  USGS QUAD   -  POMEROY (1967)
 RZ1148
 RZ1148                         *CURRENT SURVEY CONTROL
 RZ1148  ___________________________________________________________________
 RZ1148* NAD 83(1986)-  46 29 55.     (N)    117 33 42.     (W)     SCALED    
 RZ1148* NAVD 88     -       649.877  (meters)    2132.14   (feet)  ADJUSTED  
 RZ1148  ___________________________________________________________________
 RZ1148  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 RZ1148  DYNAMIC HT  -         649.851 (meters)    2132.05  (feet)  COMP
 RZ1148  MODELED GRAV-     980,553.3   (mgal)                       NAVD 88
 RZ1148
 RZ1148  VERT ORDER  -  SECOND    CLASS 0
 RZ1148
 RZ1148.The horizontal coordinates were scaled from a topographic map and have
 RZ1148.an estimated accuracy of +/- 6 seconds.
 RZ1148
 RZ1148.The orthometric height was determined by differential leveling
 RZ1148.and adjusted by the National Geodetic Survey in June 1991..
 RZ1148.WARNING-Repeat measurements at this control monument indicate possible
 RZ1148.vertical movement.
 RZ1148
 RZ1148.The geoid height was determined by GEOID03.
 RZ1148
 RZ1148.The dynamic height is computed by dividing the NAVD 88
 RZ1148.geopotential number by the normal gravity value computed on the
 RZ1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1148.degrees latitude (g = 980.6199 gals.).
 RZ1148
 RZ1148.The modeled gravity was interpolated from observed gravity values.
 RZ1148
 RZ1148;                    North         East    Units  Estimated Accuracy
 RZ1148;SPC WA S     -   133,720.      725,490.      MT  (+/- 180 meters Scaled)
 RZ1148
 RZ1148                          SUPERSEDED SURVEY CONTROL
 RZ1148
 RZ1148  NGVD 29 (??/??/92)  648.895  (m)         2128.92   (f) ADJ UNCH    2 0
 RZ1148
 RZ1148.Superseded values are not recommended for survey control.
 RZ1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1148.See file dsdata.txt to determine how the superseded data were derived.
 RZ1148
 RZ1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM569496(NAD 83)
 RZ1148_MARKER: Q = CHISELED SQUARE
 RZ1148_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RZ1148_SP_SET: RETAINING WALL
 RZ1148_MARK LOGO: NONE  
 RZ1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1148+STABILITY: SURFACE MOTION
 RZ1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RZ1148+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 RZ1148
 RZ1148  HISTORY     - Date     Condition        Report By
 RZ1148  HISTORY     - UNK      MONUMENTED       USGS
 RZ1148  HISTORY     - 1959     GOOD             NGS
 RZ1148  HISTORY     - 19890516 GOOD             NGS
 RZ1148
 RZ1148                          STATION DESCRIPTION
 RZ1148
 RZ1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ1148'3.8 MI NE FROM POMEROY.
 RZ1148'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 410 FROM THE COURTHOUSE AT
 RZ1148'POMEROY, THENCE 2.1 MILES NORTH ALONG GOULD CITY-MAYVIEW ROAD, AT A
 RZ1148'48-INCH CONCRETE PIPE CULVERT, A CHISELED SQUARE IN THE TOP OF THE
 RZ1148'WEST RETAINING WALL, 94 FEET SOUTHWEST AND ACROSS THE ROAD FROM BENCH
 RZ1148'MARK E 334, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, 35 FEET
 RZ1148'NORTHWEST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING TO THE
 RZ1148'R.L. FERRELL RANCHHOUSE, 25 FEET NORTH OF THE CENTER LINE OF THE
 RZ1148'DRIVEWAY, 3.8 FEET NORTH OF THE SOUTH END OF THE WALL, 19 FEET
 RZ1148'SOUTHEAST OF THE SOUTHEAST LEG OF A WINDMILL TOWER, AND ABOUT 1 FOOT
 RZ1148'LOWER THAN THE ROAD.
 RZ1148
 RZ1148                          STATION RECOVERY (1989)
 RZ1148
 RZ1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RZ1148'THE STATION IS LOCATED ABOUT 6.2 KM (3.9 MI) NORTHEAST OF POMEROY, 1.6
 RZ1148'KM (1.0 MI) NORTH OF THE FERRELL AND SONS AIRPORT AND IN THE TOP OF A
 RZ1148'CULVERT HEADWALL ON COUNTY ROAD RIUGHT-OF-WAY.
 RZ1148'TO REACH FROM THE COURTHOUSE IN POMEROY, GO EAST ON US HIGHWAY 12 FOR
 RZ1148'2.74 KM (1.70 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON THE
 RZ1148'GOULD CITY-MAYVIEW ROAD FOR 3.38 KM (2.10 MI) TO THE STATION ON THE
 RZ1148'RIGHT.
 RZ1148'THE MARK IS A CHISELED SQUARE IN THE TOP OF THE RETAINING WALL.  IT IS
 RZ1148'28.6 M (93.8 FT) SOUTHWEST AND ACROSS THE ROAD FORM BENCH MARK E 334,
 RZ1148'6.4 M (21.0 FT) WET OF THE CENTER OF THE COUNTY ROAD, 1.2 M (3.9 FT)
 RZ1148'NORTH OF THE SOUTH END OF THE RETAINING WALL AND 0.6 M (2.0 FT) LOWER
 RZ1148'THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0398 ***********************************************************************
 TO0398  DESIGNATION -  2130 USGS
 TO0398  PID         -  TO0398
 TO0398  STATE/COUNTY-  WA/PEND OREILLE
 TO0398  USGS QUAD   -  NEWPORT (1986)
 TO0398
 TO0398                         *CURRENT SURVEY CONTROL
 TO0398  ___________________________________________________________________
 TO0398* NAD 83(1986)-  48 10 41.     (N)    117 02 40.     (W)     SCALED    
 TO0398* NAVD 88     -       650.453  (meters)    2134.03   (feet)  ADJUSTED  
 TO0398  ___________________________________________________________________
 TO0398  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 TO0398  DYNAMIC HT  -         650.515 (meters)    2134.23  (feet)  COMP
 TO0398  MODELED GRAV-     980,685.9   (mgal)                       NAVD 88
 TO0398
 TO0398  VERT ORDER  -  FIRST     CLASS II
 TO0398
 TO0398.The horizontal coordinates were scaled from a topographic map and have
 TO0398.an estimated accuracy of +/- 6 seconds.
 TO0398
 TO0398.The orthometric height was determined by differential leveling
 TO0398.and adjusted by the National Geodetic Survey in June 1991..
 TO0398.WARNING-Repeat measurements at this control monument indicate possible
 TO0398.vertical movement.
 TO0398
 TO0398.The geoid height was determined by GEOID03.
 TO0398
 TO0398.The dynamic height is computed by dividing the NAVD 88
 TO0398.geopotential number by the normal gravity value computed on the
 TO0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0398.degrees latitude (g = 980.6199 gals.).
 TO0398
 TO0398.The modeled gravity was interpolated from observed gravity values.
 TO0398
 TO0398;                    North         East    Units  Estimated Accuracy
 TO0398;SPC WA N     -   137,910.      781,640.      MT  (+/- 180 meters Scaled)
 TO0398
 TO0398                          SUPERSEDED SURVEY CONTROL
 TO0398
 TO0398  NGVD 29 (??/??/92)  649.280  (m)         2130.18   (f) ADJ UNCH    1 2
 TO0398
 TO0398.Superseded values are not recommended for survey control.
 TO0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0398.See file dsdata.txt to determine how the superseded data were derived.
 TO0398
 TO0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP966360(NAD 83)
 TO0398_MARKER: Z = SEE DESCRIPTION
 TO0398_SETTING: 0 = UNSPECIFIED SETTING
 TO0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0398
 TO0398  HISTORY     - Date     Condition        Report By
 TO0398  HISTORY     - UNK      MONUMENTED       USGS
 TO0398  HISTORY     - 1942     GOOD             NGS
 TO0398  HISTORY     - 1980     GOOD             NGS
 TO0398
 TO0398                          STATION DESCRIPTION
 TO0398
 TO0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0398'IN NEWPORT.
 TO0398'ACROSS THE HIGHWAY, NORTHWEST OF THE RAILROAD STATION, ON THE EAST
 TO0398'FACE, NEAR THE SOUTHEAST CORNER OF A BRICK STORE BUILDING, 5 FEET
 TO0398'ABOVE THE WALK.  A CHISLED NOTCH.
 TO0398
 TO0398                          STATION RECOVERY (1980)
 TO0398
 TO0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0398'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-BUILDING IS NOW
 TO0398'OWEN GROCERY STORE AT FOURTH AVENUE AND MAIN STREET IN NEWPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0776 ***********************************************************************
 SY0776  DESIGNATION -  214.3 USGS
 SY0776  PID         -  SY0776
 SY0776  STATE/COUNTY-  WA/MASON
 SY0776  USGS QUAD   -  MASON LAKE (1994)
 SY0776
 SY0776                         *CURRENT SURVEY CONTROL
 SY0776  ___________________________________________________________________
 SY0776* NAD 83(1986)-  47 16 21.     (N)    122 59 02.     (W)     SCALED    
 SY0776* NAVD 88     -        66.279  (meters)     217.45   (feet)  POSTED    
 SY0776  ___________________________________________________________________
 SY0776  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 SY0776  DYNAMIC HT  -          66.290 (meters)     217.49  (feet)  COMP
 SY0776  MODELED GRAV-     980,786.2   (mgal)                       NAVD 88
 SY0776
 SY0776  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0776
 SY0776.The horizontal coordinates were scaled from a topographic map and have
 SY0776.an estimated accuracy of +/- 6 seconds.
 SY0776
 SY0776.The orthometric height was determined by differential leveling
 SY0776.and adjusted by the National Geodetic Survey in 1992..
 SY0776.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0776.rate of 0.0 thru 1.0 mm/km.
 SY0776
 SY0776.The geoid height was determined by GEOID03.
 SY0776
 SY0776.The dynamic height is computed by dividing the NAVD 88
 SY0776.geopotential number by the normal gravity value computed on the
 SY0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0776.degrees latitude (g = 980.6199 gals.).
 SY0776
 SY0776.The modeled gravity was interpolated from observed gravity values.
 SY0776
 SY0776;                    North         East    Units  Estimated Accuracy
 SY0776;SPC WA S     -   218,510.      312,080.      MT  (+/- 180 meters Scaled)
 SY0776
 SY0776                          SUPERSEDED SURVEY CONTROL
 SY0776
 SY0776  NGVD 29 (??/??/??)   65.219  (m)          213.97   (f) ADJUSTED    1 2
 SY0776
 SY0776.Superseded values are not recommended for survey control.
 SY0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0776.See file dsdata.txt to determine how the superseded data were derived.
 SY0776
 SY0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET012354(NAD 83)
 SY0776_MARKER: N = NAIL
 SY0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0776_SP_SET: FIR TREE
 SY0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0776
 SY0776  HISTORY     - Date     Condition        Report By
 SY0776  HISTORY     - UNK      MONUMENTED       USGS
 SY0776  HISTORY     - 1944     GOOD             CGS
 SY0776
 SY0776                          STATION DESCRIPTION
 SY0776
 SY0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0776'7.6 MI NE FROM SHELTON.
 SY0776'7.6 MILES NORTHEAST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY0776'SHELTON, MASON COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTHWEST, 78
 SY0776'FEET NORTHEAST OF THE CENTERLINE OF THE SIDE ROAD, 20.2 FEET NORTHWEST
 SY0776'OF THE CENTERLINE OF THE HIGHWAY, AT A 36-INCH FIR TREE WITH A
 SY0776'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE, AND IN A ROOT ON THE EAST SIDE
 SY0776'OF THE TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL
 SY0776'AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1093 ***********************************************************************
 RC1093  DESIGNATION -  2152.1
 RC1093  PID         -  RC1093
 RC1093  STATE/COUNTY-  WA/KLICKITAT
 RC1093  USGS QUAD   -  GULER MTN (1983)
 RC1093
 RC1093                         *CURRENT SURVEY CONTROL
 RC1093  ___________________________________________________________________
 RC1093* NAD 83(1986)-  45 59 21.     (N)    121 34 03.     (W)     SCALED    
 RC1093* NAVD 88     -       656.956  (meters)    2155.36   (feet)  ADJUSTED  
 RC1093  ___________________________________________________________________
 RC1093  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 RC1093  DYNAMIC HT  -         656.899 (meters)    2155.18  (feet)  COMP
 RC1093  MODELED GRAV-     980,507.4   (mgal)                       NAVD 88
 RC1093
 RC1093  VERT ORDER  -  SECOND    CLASS 0
 RC1093
 RC1093.The horizontal coordinates were scaled from a topographic map and have
 RC1093.an estimated accuracy of +/- 6 seconds.
 RC1093
 RC1093.The orthometric height was determined by differential leveling
 RC1093.and adjusted by the National Geodetic Survey in June 1991..
 RC1093
 RC1093.The geoid height was determined by GEOID03.
 RC1093
 RC1093.The dynamic height is computed by dividing the NAVD 88
 RC1093.geopotential number by the normal gravity value computed on the
 RC1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1093.degrees latitude (g = 980.6199 gals.).
 RC1093
 RC1093.The modeled gravity was interpolated from observed gravity values.
 RC1093
 RC1093;                    North         East    Units  Estimated Accuracy
 RC1093;SPC WA S     -    73,460.      417,300.      MT  (+/- 180 meters Scaled)
 RC1093
 RC1093                          SUPERSEDED SURVEY CONTROL
 RC1093
 RC1093  NGVD 29 (??/??/92)  655.89   (m)         2151.9    (f) COMPUTED    2 0
 RC1093
 RC1093.Superseded values are not recommended for survey control.
 RC1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1093.See file dsdata.txt to determine how the superseded data were derived.
 RC1093
 RC1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR109938(NAD 83)
 RC1093_MARKER: N = NAIL
 RC1093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1093_SP_SET: STUMP
 RC1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1093
 RC1093  HISTORY     - Date     Condition        Report By
 RC1093  HISTORY     - UNK      MONUMENTED       USGS
 RC1093  HISTORY     - 1968     GOOD             NGS
 RC1093
 RC1093                          STATION DESCRIPTION
 RC1093
 RC1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1093'1.7 MI SW FROM TROUT LAKE.
 RC1093'MARK IS 1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 141 FROM THE MOUNT
 RC1093'ADAMS RANGER STATION AT TROUT LAKE.  IN SEC 21, T 6 N, R 10 E.  0.8
 RC1093'MILE SOUTHWEST OF HOLLENBECK LUMBER COMPANY SAWMILL.  75 FEET NORTH OF
 RC1093'THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 141 AND SERVICE TRAIL
 RC1093'NO 35 AND 22 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY.  MARK IS SET
 RC1093'IN THE TOP CENTER OF A 3-FOOT DIAMETER, 3-FOOT HIGH STUMP, THE TOP OF
 RC1093'WHICH IS ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0909 ***********************************************************************
 SY0909  DESIGNATION -  21.6 USGS
 SY0909  PID         -  SY0909
 SY0909  STATE/COUNTY-  WA/KITSAP
 SY0909  USGS QUAD   -  BREMERTON WEST (1981)
 SY0909
 SY0909                         *CURRENT SURVEY CONTROL
 SY0909  ___________________________________________________________________
 SY0909* NAD 83(1986)-  47 33 31.     (N)    122 39 07.     (W)     SCALED    
 SY0909* NAVD 88     -         7.544  (meters)      24.75   (feet)  POSTED    
 SY0909  ___________________________________________________________________
 SY0909  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 SY0909  DYNAMIC HT  -           7.550 (meters)      24.77  (feet)  COMP
 SY0909  MODELED GRAV-     980,811.8   (mgal)                       NAVD 88
 SY0909
 SY0909  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0909
 SY0909.The horizontal coordinates were scaled from a topographic map and have
 SY0909.an estimated accuracy of +/- 6 seconds.
 SY0909
 SY0909.The orthometric height was determined by differential leveling
 SY0909.and adjusted by the National Geodetic Survey in 1992..
 SY0909.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0909.rate of 0.0 thru 1.0 mm/km.
 SY0909
 SY0909.The geoid height was determined by GEOID03.
 SY0909
 SY0909.The dynamic height is computed by dividing the NAVD 88
 SY0909.geopotential number by the normal gravity value computed on the
 SY0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0909.degrees latitude (g = 980.6199 gals.).
 SY0909
 SY0909.The modeled gravity was interpolated from observed gravity values.
 SY0909
 SY0909;                    North         East    Units  Estimated Accuracy
 SY0909;SPC WA N     -    63,730.      363,150.      MT  (+/- 180 meters Scaled)
 SY0909
 SY0909                          SUPERSEDED SURVEY CONTROL
 SY0909
 SY0909  NGVD 29 (??/??/??)    6.479  (m)           21.26   (f) ADJUSTED    1 2
 SY0909
 SY0909.Superseded values are not recommended for survey control.
 SY0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0909.See file dsdata.txt to determine how the superseded data were derived.
 SY0909
 SY0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET261673(NAD 83)
 SY0909_MARKER: Q = CHISELED SQUARE
 SY0909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0909_SP_SET: CURB
 SY0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0909
 SY0909  HISTORY     - Date     Condition        Report By
 SY0909  HISTORY     - UNK      MONUMENTED       USGS
 SY0909  HISTORY     - 1974     GOOD             NGS
 SY0909  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY0909  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0909  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY0909
 SY0909                          STATION DESCRIPTION
 SY0909
 SY0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY0909'IN BREMERTON.
 SY0909'AT BREMERTON, KITSAP COUNTY, AT THE INTERSECTION OF FARRAGUT AND
 SY0909'MONTOGOMERY AVENUES, 106 FEET WEST OF THE NAVY YARD GATE, 8.2 FEET
 SY0909'EAST OF A POINT IN LINE WITH THE EAST CURB OF MONTGOMERY AVENUE, AND
 SY0909'ON THE NORTH CURB OF FARRAGUT AVENUE.  A CHISELED SQUARE.
 SY0909
 SY0909                          STATION RECOVERY (1987)
 SY0909
 SY0909'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0909'MARK NOT FOUND.
 SY0909
 SY0909                          STATION RECOVERY (1988)
 SY0909
 SY0909'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0909'MARK NOT FOUND.
 SY0909
 SY0909                          STATION RECOVERY (2001)
 SY0909
 SY0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY0909'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1171 ***********************************************************************
 SB1171  DESIGNATION -  217 A RM 1
 SB1171  PID         -  SB1171
 SB1171  STATE/COUNTY-  WA/LEWIS
 SB1171  USGS QUAD   -  PACKWOOD (1994)
 SB1171
 SB1171                         *CURRENT SURVEY CONTROL
 SB1171  ___________________________________________________________________
 SB1171* NAD 83(1986)-  46 36 22.     (N)    121 40 19.     (W)     SCALED    
 SB1171* NAVD 88     -       321.26   (meters)    1054.0    (feet)  N HEIGHT  
 SB1171  ___________________________________________________________________
 SB1171  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 SB1171  DYNAMIC HT  -         321.26  (meters)    1054.0   (feet)  COMP
 SB1171  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 SB1171
 SB1171  VERT ORDER  -  THIRD
 SB1171
 SB1171.The horizontal coordinates were scaled from a topographic map and have
 SB1171.an estimated accuracy of +/- 6 seconds.
 SB1171
 SB1171.The orthometric height was determined by differential leveling
 SB1171.and adjusted by the National Geodetic Survey in October 1996..
 SB1171.The height was determined by precise leveling from only one NSRS
 SB1171.bench mark.  This was not adequate "tie leveling" to NSRS and was
 SB1171.allowed ONLY to validate the GPS-derived height.
 SB1171
 SB1171.The geoid height was determined by GEOID03.
 SB1171
 SB1171.The dynamic height is computed by dividing the NAVD 88
 SB1171.geopotential number by the normal gravity value computed on the
 SB1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB1171.degrees latitude (g = 980.6199 gals.).
 SB1171
 SB1171.The modeled gravity was interpolated from observed gravity values.
 SB1171
 SB1171;                    North         East    Units  Estimated Accuracy
 SB1171;SPC WA S     -   142,140.      410,230.      MT  (+/- 180 meters Scaled)
 SB1171
 SB1171                          SUPERSEDED SURVEY CONTROL
 SB1171
 SB1171.No superseded survey control is available for this station.
 SB1171
 SB1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS017622(NAD 83)
 SB1171_MARKER: DR = REFERENCE MARK DISK
 SB1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB1171_SP_SET: CONCRETE POST
 SB1171_STAMPING: 217 A NO 1 1946
 SB1171_MARK LOGO: CGS   
 SB1171_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1171+STABILITY: SURFACE MOTION
 SB1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1171+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1989
 SB1171
 SB1171  HISTORY     - Date     Condition        Report By
 SB1171  HISTORY     - 1946     MONUMENTED       CGS
 SB1171  HISTORY     - 19890731 GOOD             NGS
 SB1171  HISTORY     - 20051029 GOOD             USPSQD
 SB1171
 SB1171                          STATION DESCRIPTION
 SB1171
 SB1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SB1171'THE FOLLOWING IS FROM THE 1946 HORIZONTAL DESCRIPTION.
 SB1171'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE MAIN
 SB1171'INTERSECTION IN PACKWOOD AND EAST ACROSS U.S. HIGHWAY 5 FROM THE
 SB1171'POST OFFICE.
 SB1171'REFERENCE MARK NO. 1, STAMPED 217 A USED NO 1 1946, IS A STANDARD
 SB1171'USC AND GS DISK SET IN A 10 INCH SQUARE CONCRETE POST PROJECTING
 SB1171'2 INCHES ABOVE THE GROUND.  IT IS ABOUT 23 METERS EAST OF THE
 SB1171'HIGHWAY AND 8 METERS NORTH OF THE CENTER OF THE EAST - WEST ROAD.
 SB1171
 SB1171                          STATION RECOVERY (2005)
 SB1171
 SB1171'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAH)
 SB1171'STATION DESCRIPTION
 SB1171'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN
 SB1171'STREET AND U.S. 12 IN PACKWOOD. IT IS LESS THAN 1 METER N/NNE OF POWER
 SB1171'POLE 222760.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0818 ***********************************************************************
 SB0818  DESIGNATION -  217 D
 SB0818  PID         -  SB0818
 SB0818  STATE/COUNTY-  WA/LEWIS
 SB0818  USGS QUAD   -  PACKWOOD (1994)
 SB0818
 SB0818                         *CURRENT SURVEY CONTROL
 SB0818  ___________________________________________________________________
 SB0818* NAD 83(1991)-  46 34 19.91394(N)    121 42 25.74653(W)     ADJUSTED  
 SB0818* NAVD 88     -       308.342  (meters)    1011.62   (feet)  ADJUSTED  
 SB0818  ___________________________________________________________________
 SB0818  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 SB0818  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 SB0818  DYNAMIC HT  -         308.340 (meters)    1011.61  (feet)  COMP
 SB0818  MODELED GRAV-     980,599.4   (mgal)                       NAVD 88
 SB0818
 SB0818  HORZ ORDER  -  THIRD
 SB0818  VERT ORDER  -  SECOND    CLASS 0
 SB0818
 SB0818.The horizontal coordinates were established by classical geodetic methods
 SB0818.and adjusted by the National Geodetic Survey in December 1991..
 SB0818
 SB0818.The orthometric height was determined by differential leveling
 SB0818.and adjusted by the National Geodetic Survey in June 1991..
 SB0818
 SB0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0818
 SB0818.The geoid height was determined by GEOID03.
 SB0818
 SB0818.The dynamic height is computed by dividing the NAVD 88
 SB0818.geopotential number by the normal gravity value computed on the
 SB0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0818.degrees latitude (g = 980.6199 gals.).
 SB0818
 SB0818.The modeled gravity was interpolated from observed gravity values.
 SB0818
 SB0818;                    North         East     Units Scale Factor Converg.
 SB0818;SPC WA S     -   138,407.606   407,470.137   MT  0.99991462   -0 52 36.7
 SB0818;SPC WA S     -   454,092.29  1,336,841.61   sFT  0.99991462   -0 52 36.7
 SB0818;UTM  10      - 5,158,437.661   599,070.845   MT  0.99972064   +0 56 20.4
 SB0818
 SB0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0818!SPC WA S     -   0.99995479  x   0.99991462  =   0.99986941
 SB0818!UTM  10      -   0.99995479  x   0.99972064  =   0.99967544
 SB0818
 SB0818:                Primary Azimuth Mark                     Grid Az
 SB0818:SPC WA S     -  217 E                                    213 31 36.6
 SB0818:UTM  10      -  217 E                                    211 42 39.5
 SB0818
 SB0818|---------------------------------------------------------------------|
 SB0818| PID    Reference Object                     Distance      Geod. Az  |
 SB0818|                                                           dddmmss.s |
 SB0818| CF4020 217 E                                              2123859.9 |
 SB0818|---------------------------------------------------------------------|
 SB0818
 SB0818                          SUPERSEDED SURVEY CONTROL
 SB0818
 SB0818  NAD 83(1986)-  46 34 19.93034(N)    121 42 25.74335(W) AD(       ) 3
 SB0818  NAD 27      -  46 34 20.53300(N)    121 42 21.43700(W) AD(       ) 3
 SB0818  NGVD 29 (??/??/92)  307.250  (m)         1008.04   (f) ADJ UNCH    2 0
 SB0818
 SB0818.Superseded values are not recommended for survey control.
 SB0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0818.See file dsdata.txt to determine how the superseded data were derived.
 SB0818
 SB0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES9907158438(NAD 83)
 SB0818_MARKER: DD = SURVEY DISK
 SB0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0818_STAMPING: 217 D 1945
 SB0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0818+STABILITY: SURFACE MOTION
 SB0818
 SB0818  HISTORY     - Date     Condition        Report By
 SB0818  HISTORY     - 1946     MONUMENTED       USE
 SB0818  HISTORY     - 1961     GOOD             NGS
 SB0818  HISTORY     - 1989     GOOD             USPSQD
 SB0818
 SB0818                          STATION DESCRIPTION
 SB0818
 SB0818'DESCRIBED BY US ENGINEERS 1946 (EBB)
 SB0818'LOCATED AT A CURVE 23.4 FEET NORTHWEST OF THE CENTER LINE OF STATE
 SB0818'HIGHWAY NO. 5 3.15 MILES BY ROAD WEST OF THE POST OFFICE IN
 SB0818'PACKWOOD.  IT IS A U.S. ARMY ENGINEERS PORTLAND OFFICE BRONZE DISK
 SB0818'SET IN A CONCRETE POST PROJECTING 5 INCHES.  IT IS STAMPED 217 D
 SB0818'1945.
 SB0818'
 SB0818'REFERENCE MARK NO.1 IS 31 FEET NORTHWEST OF THE CENTER LINE OF
 SB0818'THE HIGHWAY AND 41 FEET SOUTH OF A LARGE SIGN BOARD.  IT IS STAMPED
 SB0818'217 D USED NO 1 1946 AND PROJECTS 4 INCHES.
 SB0818'
 SB0818'REFERENCE MARK NO. 2 IS 24.5 FEET SOUTHEAST OF THE CENTER LINE
 SB0818'OF THE HIGHWAY AND 21.3 FEET NORTH OF A TELEPHONE POLE.  IT IS
 SB0818'STAMPED 217 D USED NO 2 1946 AND PROJECTS 4 INCHES.
 SB0818'
 SB0818'THE AZIMUTH MARK IS 0.65 MILE BY ROAD SOUTH OF THE STATION AND
 SB0818'23 FEET EAST OF THE CENTER LINE OF THE PAVEMENT.  IT IS A U.S. ARMY
 SB0818'ENGINEERS CONTROL DISK SET IN A CONCRETE POST PROJECTING 3
 SB0818'INCHES.  IT IS STAMPED 217 E 1945.
 SB0818'
 SB0818'SUB. STA. IS THE CENTER LINE INTERSECTION OF PAVED HIGHWAY AND
 SB0818'AN EAST SIDE ROAD SOUTH OF THE STATION.
 SB0818
 SB0818                          STATION RECOVERY (1961)
 SB0818
 SB0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SB0818'3.1 MI SW FROM PACKWOOD.
 SB0818'REACHED FROM THE GRADE SCHOOL AT PACKWOOD GO SOUTHWEST ON THE NEW
 SB0818'HIGHWAY, STATE HIGHWAY 5, FOR 2.5 MILES THEN FOLLOW THE OLD HIGHWAY
 SB0818'FOR 0.6 MILE.  DISK IS SET IN THE TOP OF A CONCRETE POST THAT IS ABOUT
 SB0818'FLUSH WITH THE SURFACE, 28 FEET WEST OF THE CENTER LINE OF THE OLD
 SB0818'HIGHWAY, 59 FEET SOUTH OF THE EAST END OF PACKWOOD CAFE SIGN, 374 FEET
 SB0818'NORTH OF THE NORTHWEST CORNER OF THE CONCRETE BRIDGE OVER DRY CREEK,
 SB0818'AND 1 FOOT EAST OF A WITNESS POST.  THIS MARK IS ABOUT 250 FEET NORTH
 SB0818'OF BENCH MARK (13-77 BPR).
 SB0818
 SB0818                          STATION RECOVERY (1989)
 SB0818
 SB0818'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0812 ***********************************************************************
 SB0812  DESIGNATION -  217 G USE
 SB0812  PID         -  SB0812
 SB0812  STATE/COUNTY-  WA/LEWIS
 SB0812  USGS QUAD   -  PACKWOOD (1994)
 SB0812
 SB0812                         *CURRENT SURVEY CONTROL
 SB0812  ___________________________________________________________________
 SB0812* NAD 83(1986)-  46 33 04.     (N)    121 44 18.     (W)     SCALED    
 SB0812* NAVD 88     -       300.139  (meters)     984.71   (feet)  ADJUSTED  
 SB0812  ___________________________________________________________________
 SB0812  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 SB0812  DYNAMIC HT  -         300.135 (meters)     984.69  (feet)  COMP
 SB0812  MODELED GRAV-     980,593.7   (mgal)                       NAVD 88
 SB0812
 SB0812  VERT ORDER  -  SECOND    CLASS 0
 SB0812
 SB0812.The horizontal coordinates were scaled from a topographic map and have
 SB0812.an estimated accuracy of +/- 6 seconds.
 SB0812
 SB0812.The orthometric height was determined by differential leveling
 SB0812.and adjusted by the National Geodetic Survey in June 1991..
 SB0812
 SB0812.The geoid height was determined by GEOID03.
 SB0812
 SB0812.The dynamic height is computed by dividing the NAVD 88
 SB0812.geopotential number by the normal gravity value computed on the
 SB0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0812.degrees latitude (g = 980.6199 gals.).
 SB0812
 SB0812.The modeled gravity was interpolated from observed gravity values.
 SB0812
 SB0812;                    North         East    Units  Estimated Accuracy
 SB0812;SPC WA S     -   136,100.      405,040.      MT  (+/- 180 meters Scaled)
 SB0812
 SB0812                          SUPERSEDED SURVEY CONTROL
 SB0812
 SB0812  NGVD 29 (??/??/92)  299.05   (m)          981.1    (f) COMPUTED    2 0
 SB0812
 SB0812.Superseded values are not recommended for survey control.
 SB0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0812.See file dsdata.txt to determine how the superseded data were derived.
 SB0812
 SB0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES967560(NAD 83)
 SB0812_MARKER: DD = SURVEY DISK
 SB0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0812_STAMPING: 217 G 1945
 SB0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0812+STABILITY: SURFACE MOTION
 SB0812
 SB0812  HISTORY     - Date     Condition        Report By
 SB0812  HISTORY     - 1945     MONUMENTED       DOD
 SB0812  HISTORY     - 1946     GOOD             NGS
 SB0812
 SB0812                          STATION DESCRIPTION
 SB0812
 SB0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0812'5.3 MI SW FROM PACKWOOD.
 SB0812'5.3 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE GRADE SCHOOL AT
 SB0812'PACKWOOD, SET IN A CONCRETE POST, 110 FEET NORTHEAST OF A DRIVEWAY
 SB0812'INTERSECTION, 85 FEET EAST OF A SMALL WHITE HOUSE, 47 FEET NORTHEAST
 SB0812'OF A WHITE POST SCRIBED 630, 29 FEET NORTHWEST OF THE CENTER LINE OF
 SB0812'THE HIGHWAY, 18 FEET SOUTHWEST OF REA POWER POLE NO. A6-37, AND 2 FEET
 SB0812'EAST OF A REFENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0813 ***********************************************************************
 SB0813  DESIGNATION -  217 G USE RESET 1961
 SB0813  PID         -  SB0813
 SB0813  STATE/COUNTY-  WA/LEWIS
 SB0813  USGS QUAD   -  PACKWOOD (1994)
 SB0813
 SB0813                         *CURRENT SURVEY CONTROL
 SB0813  ___________________________________________________________________
 SB0813* NAD 83(1986)-  46 33 04.     (N)    121 44 18.     (W)     SCALED    
 SB0813* NAVD 88     -       300.52   (meters)     986.0    (feet)  RESET     
 SB0813  ___________________________________________________________________
 SB0813  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 SB0813
 SB0813  VERT ORDER  -  THIRD
 SB0813
 SB0813.The horizontal coordinates were scaled from a topographic map and have
 SB0813.an estimated accuracy of +/- 6 seconds.
 SB0813
 SB0813.The orthometric height was computed from unverified reset data.
 SB0813.No vertical observational check was made to the station.
 SB0813
 SB0813.The geoid height was determined by GEOID03.
 SB0813
 SB0813;                    North         East    Units  Estimated Accuracy
 SB0813;SPC WA S     -   136,100.      405,040.      MT  (+/- 180 meters Scaled)
 SB0813
 SB0813                          SUPERSEDED SURVEY CONTROL
 SB0813
 SB0813  NGVD 29 (??/??/??)  299.43   (m)          982.4    (f) RESET       3  
 SB0813
 SB0813.Superseded values are not recommended for survey control.
 SB0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0813.See file dsdata.txt to determine how the superseded data were derived.
 SB0813
 SB0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES967560(NAD 83)
 SB0813_MARKER: DB = BENCH MARK DISK
 SB0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0813_STAMPING: 217 G RESET 1961
 SB0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0813+STABILITY: SURFACE MOTION
 SB0813
 SB0813  HISTORY     - Date     Condition        Report By
 SB0813  HISTORY     - 1961     MONUMENTED       CGS
 SB0813
 SB0813                          STATION DESCRIPTION
 SB0813
 SB0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SB0813'2.5 MI SW FROM PACKWOOD.
 SB0813'THIS MARK CAN BE REACHED FROM THE GRADE SCHOOL AT PACKWOOD BY GOING
 SB0813'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 5.  THEN FOLLOW THE OLD
 SB0813'HIGHWAY FOR 2.7 MILES TO THE BENCH MARK ON THE RIGHT, ON OR NEAR THE
 SB0813'WEST RIGHT OF WAY OF THE HIGHWAY, ABOUT 124 FEET NORTH OF THE CENTER
 SB0813'OF THE DRIVEWAY TO SHIRLEY SMITHS HOME, 69.5 FEET WEST OF THE CENTER
 SB0813'LINE OF THE OLD HIGHWAY, 72 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 SB0813'A SMALL WHITE HOUSE, 38.5 FEET WEST OF THE OLD BENCH MARK, AND 1 FOOT
 SB0813'NORTH OF A METAL REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 SB0813'PROJECTING ABOUT 8-INCHES.  NOTE-- THE NEW HIGHWAY WILL DESTROY THE
 SB0813'OLD MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0809 ***********************************************************************
 SB0809  DESIGNATION -  217 H USE
 SB0809  PID         -  SB0809
 SB0809  STATE/COUNTY-  WA/LEWIS
 SB0809  USGS QUAD   -  PURCELL MOUNTAIN (1994)
 SB0809
 SB0809                         *CURRENT SURVEY CONTROL
 SB0809  ___________________________________________________________________
 SB0809* NAD 83(1986)-  46 32 15.     (N)    121 45 43.     (W)     SCALED    
 SB0809* NAVD 88     -       296.526  (meters)     972.85   (feet)  ADJUSTED  
 SB0809  ___________________________________________________________________
 SB0809  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 SB0809  DYNAMIC HT  -         296.521 (meters)     972.84  (feet)  COMP
 SB0809  MODELED GRAV-     980,590.4   (mgal)                       NAVD 88
 SB0809
 SB0809  VERT ORDER  -  SECOND    CLASS 0
 SB0809
 SB0809.The horizontal coordinates were scaled from a topographic map and have
 SB0809.an estimated accuracy of +/- 6 seconds.
 SB0809
 SB0809.The orthometric height was determined by differential leveling
 SB0809.and adjusted by the National Geodetic Survey in June 1991..
 SB0809
 SB0809.The geoid height was determined by GEOID03.
 SB0809
 SB0809.The dynamic height is computed by dividing the NAVD 88
 SB0809.geopotential number by the normal gravity value computed on the
 SB0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0809.degrees latitude (g = 980.6199 gals.).
 SB0809
 SB0809.The modeled gravity was interpolated from observed gravity values.
 SB0809
 SB0809;                    North         East    Units  Estimated Accuracy
 SB0809;SPC WA S     -   134,620.      403,210.      MT  (+/- 180 meters Scaled)
 SB0809
 SB0809                          SUPERSEDED SURVEY CONTROL
 SB0809
 SB0809  NGVD 29 (??/??/92)  295.43   (m)          969.3    (f) COMPUTED    2 0
 SB0809
 SB0809.Superseded values are not recommended for survey control.
 SB0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0809.See file dsdata.txt to determine how the superseded data were derived.
 SB0809
 SB0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES949545(NAD 83)
 SB0809_MARKER: DD = SURVEY DISK
 SB0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0809_STAMPING: 217 H 1945
 SB0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0809+STABILITY: SURFACE MOTION
 SB0809
 SB0809  HISTORY     - Date     Condition        Report By
 SB0809  HISTORY     - 1945     MONUMENTED       DOD
 SB0809  HISTORY     - 1961     POOR             NGS
 SB0809
 SB0809                          STATION DESCRIPTION
 SB0809
 SB0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0809'6.4 MI SW FROM PACKWOOD.
 SB0809'6.4 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE GRADE SCHOOL AT
 SB0809'PACKWOOD, SET IN THE TOP OF A CONCRETE POST, AT THE NORTHEAST END OF A
 SB0809'ROCKY CUT, 23 FEET SOUTHWEST OF A DRIVEWAY INTERSECTION, 18 FEET
 SB0809'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11 FEET SOUTHEAST OF A
 SB0809'FENCE LINE 4 FEET ABOVE THE HIGHWAY GRADE, AND 2 FEET SOUTHWEST OF A
 SB0809'REFERENCE POST.  NOTE-- POST HAS BEEN BROKEN OFF AND IS LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0808 ***********************************************************************
 SB0808  DESIGNATION -  217 J USE
 SB0808  PID         -  SB0808
 SB0808  STATE/COUNTY-  WA/LEWIS
 SB0808  USGS QUAD   -  PURCELL MOUNTAIN (1994)
 SB0808
 SB0808                         *CURRENT SURVEY CONTROL
 SB0808  ___________________________________________________________________
 SB0808* NAD 83(1986)-  46 32 11.     (N)    121 45 55.     (W)     SCALED    
 SB0808* NAVD 88     -       295.356  (meters)     969.01   (feet)  ADJUSTED  
 SB0808  ___________________________________________________________________
 SB0808  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 SB0808  DYNAMIC HT  -         295.351 (meters)     969.00  (feet)  COMP
 SB0808  MODELED GRAV-     980,593.0   (mgal)                       NAVD 88
 SB0808
 SB0808  VERT ORDER  -  SECOND    CLASS 0
 SB0808
 SB0808.The horizontal coordinates were scaled from a topographic map and have
 SB0808.an estimated accuracy of +/- 6 seconds.
 SB0808
 SB0808.The orthometric height was determined by differential leveling
 SB0808.and adjusted by the National Geodetic Survey in June 1991..
 SB0808
 SB0808.The geoid height was determined by GEOID03.
 SB0808
 SB0808.The dynamic height is computed by dividing the NAVD 88
 SB0808.geopotential number by the normal gravity value computed on the
 SB0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0808.degrees latitude (g = 980.6199 gals.).
 SB0808
 SB0808.The modeled gravity was interpolated from observed gravity values.
 SB0808
 SB0808;                    North         East    Units  Estimated Accuracy
 SB0808;SPC WA S     -   134,500.      402,950.      MT  (+/- 180 meters Scaled)
 SB0808
 SB0808                          SUPERSEDED SURVEY CONTROL
 SB0808
 SB0808  NGVD 29 (??/??/92)  294.26   (m)          965.4    (f) COMPUTED    2 0
 SB0808
 SB0808.Superseded values are not recommended for survey control.
 SB0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0808.See file dsdata.txt to determine how the superseded data were derived.
 SB0808
 SB0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES946543(NAD 83)
 SB0808_MARKER: DD = SURVEY DISK
 SB0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0808_STAMPING: 217 J 1945
 SB0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0808+STABILITY: SURFACE MOTION
 SB0808
 SB0808  HISTORY     - Date     Condition        Report By
 SB0808  HISTORY     - 1945     MONUMENTED       DOD
 SB0808  HISTORY     - 1961     GOOD             NGS
 SB0808  HISTORY     - 1962     MARK NOT FOUND   USGS
 SB0808
 SB0808                          STATION DESCRIPTION
 SB0808
 SB0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0808'7.4 MI SW FROM PACKWOOD.
 SB0808'FROM THE GRADE SCHOOL AT PACKWOOD FOLLOW THE NEW HIGHWAY, STATE
 SB0808'HIGHWAY 5 FOR 7.2 MILES TO HOWARD PETERSONS HOME AND A SMALL SAW MILL
 SB0808'ON THE RIGHT, WEST, CONTINUE AHEAD FOR 0.2 MILE TO THE BENCH MARK ON
 SB0808'THE LEFT, THE EAST SIDE OF THE OLD HIGHWAY, 18.5 FEET EAST OF THE
 SB0808'CENTER OF THE HIGHWAY, 14 FEET SOUTH-SOUTHWEST OF A NEW PHONE POLE
 SB0808'THAT IS GUYED AND 134 FEET SOUTH OF HIGHWAY MILE POST 58.  A BRONZE
 SB0808'DISK SET IN THE TOP OF A CONCRETE POST, FLUSH WITH THE SURFACE AND 2
 SB0808'FEET HIGHER THAN THE OLD ROADWAY OF THE OLD HIGHWAY.  NOTE-- THE ROAD
 SB0808'ALIGNMENT HAS BEEN CHANGED DURING THE PAST 8 MONTHS AND MEASUREMENTS
 SB0808'INDICATE IT IS BURIED UNDER THE ROAD FILL.
 SB0808
 SB0808                          STATION RECOVERY (1962)
 SB0808
 SB0808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 SB0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0806 ***********************************************************************
 SB0806  DESIGNATION -  217 K USE
 SB0806  PID         -  SB0806
 SB0806  STATE/COUNTY-  WA/LEWIS
 SB0806  USGS QUAD   -  PURCELL MOUNTAIN (1994)
 SB0806
 SB0806                         *CURRENT SURVEY CONTROL
 SB0806  ___________________________________________________________________
 SB0806* NAD 83(1986)-  46 31 49.     (N)    121 46 21.     (W)     SCALED    
 SB0806* NAVD 88     -       296.010  (meters)     971.16   (feet)  ADJUSTED  
 SB0806  ___________________________________________________________________
 SB0806  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 SB0806  DYNAMIC HT  -         296.007 (meters)     971.15  (feet)  COMP
 SB0806  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 SB0806
 SB0806  VERT ORDER  -  SECOND    CLASS 0
 SB0806
 SB0806.The horizontal coordinates were scaled from a topographic map and have
 SB0806.an estimated accuracy of +/- 6 seconds.
 SB0806
 SB0806.The orthometric height was determined by differential leveling
 SB0806.and adjusted by the National Geodetic Survey in June 1991..
 SB0806
 SB0806.The geoid height was determined by GEOID03.
 SB0806
 SB0806.The dynamic height is computed by dividing the NAVD 88
 SB0806.geopotential number by the normal gravity value computed on the
 SB0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0806.degrees latitude (g = 980.6199 gals.).
 SB0806
 SB0806.The modeled gravity was interpolated from observed gravity values.
 SB0806
 SB0806;                    North         East    Units  Estimated Accuracy
 SB0806;SPC WA S     -   133,830.      402,390.      MT  (+/- 180 meters Scaled)
 SB0806
 SB0806                          SUPERSEDED SURVEY CONTROL
 SB0806
 SB0806  NGVD 29 (??/??/92)  294.921  (m)          967.59   (f) ADJ UNCH    2 0
 SB0806
 SB0806.Superseded values are not recommended for survey control.
 SB0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0806.See file dsdata.txt to determine how the superseded data were derived.
 SB0806
 SB0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES941537(NAD 83)
 SB0806_MARKER: DD = SURVEY DISK
 SB0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0806_STAMPING: 217K 1945
 SB0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0806+STABILITY: SURFACE MOTION
 SB0806
 SB0806  HISTORY     - Date     Condition        Report By
 SB0806  HISTORY     - 1945     MONUMENTED       DOD
 SB0806  HISTORY     - 1961     GOOD             NGS
 SB0806
 SB0806                          STATION DESCRIPTION
 SB0806
 SB0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0806'7.9 MI SW FROM PACKWOOD.
 SB0806'REACHED FROM THE GRADE SCHOOL AT PACKWOOD GO SOUTHWEST ON STATE
 SB0806'HIGHWAY 5 FOR 7.3 MILES ON THE NEW HIGHWAY, THEN LEAVE THE NEW HIGHWAY
 SB0806'AND TURN LEFT ON THE OLD, FOLLOW THE OLD PAVEMENT FOR 0.6 MILE. BENCH
 SB0806'MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE POST, 32 FEET EAST
 SB0806'OF THE CENTER OF THE OLD HIGHWAY, 7 FEET NORTH OF PHONE POLE NO. 7, 96
 SB0806'FEET NORTH OF THE NORTH FORK OF THE SIDE ROAD TO HOWARD PETERSONS
 SB0806'HOME, AND 1-FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0805 ***********************************************************************
 SB0805  DESIGNATION -  217 L USE
 SB0805  PID         -  SB0805
 SB0805  STATE/COUNTY-  WA/LEWIS
 SB0805  USGS QUAD   -  PURCELL MOUNTAIN (1994)
 SB0805
 SB0805                         *CURRENT SURVEY CONTROL
 SB0805  ___________________________________________________________________
 SB0805* NAD 83(1986)-  46 31 48.     (N)    121 46 44.     (W)     SCALED    
 SB0805* NAVD 88     -       293.778  (meters)     963.84   (feet)  ADJUSTED  
 SB0805  ___________________________________________________________________
 SB0805  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 SB0805  DYNAMIC HT  -         293.776 (meters)     963.83  (feet)  COMP
 SB0805  MODELED GRAV-     980,601.8   (mgal)                       NAVD 88
 SB0805
 SB0805  VERT ORDER  -  SECOND    CLASS 0
 SB0805
 SB0805.The horizontal coordinates were scaled from a topographic map and have
 SB0805.an estimated accuracy of +/- 6 seconds.
 SB0805
 SB0805.The orthometric height was determined by differential leveling
 SB0805.and adjusted by the National Geodetic Survey in June 1991..
 SB0805
 SB0805.The geoid height was determined by GEOID03.
 SB0805
 SB0805.The dynamic height is computed by dividing the NAVD 88
 SB0805.geopotential number by the normal gravity value computed on the
 SB0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0805.degrees latitude (g = 980.6199 gals.).
 SB0805
 SB0805.The modeled gravity was interpolated from observed gravity values.
 SB0805
 SB0805;                    North         East    Units  Estimated Accuracy
 SB0805;SPC WA S     -   133,800.      401,900.      MT  (+/- 180 meters Scaled)
 SB0805
 SB0805                          SUPERSEDED SURVEY CONTROL
 SB0805
 SB0805  NGVD 29 (??/??/92)  292.690  (m)          960.27   (f) ADJ UNCH    2 0
 SB0805
 SB0805.Superseded values are not recommended for survey control.
 SB0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0805.See file dsdata.txt to determine how the superseded data were derived.
 SB0805
 SB0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES936536(NAD 83)
 SB0805_MARKER: DD = SURVEY DISK
 SB0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0805_STAMPING: 217 L 1945
 SB0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0805+STABILITY: SURFACE MOTION
 SB0805
 SB0805  HISTORY     - Date     Condition        Report By
 SB0805  HISTORY     - 1945     MONUMENTED       DOD
 SB0805  HISTORY     - 1961     GOOD             NGS
 SB0805
 SB0805                          STATION DESCRIPTION
 SB0805
 SB0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0805'8.2 MI SW FROM PACKWOOD.
 SB0805'REACHED FROM THE GRADE SCHOOL AT PACKWOOD GO SOUTHWEST ON STATE
 SB0805'HIGHWAY 5, FOLLOW THE NEW HIGHWAY FOR 7.3 MILES THEN TURN LEFT ON THE
 SB0805'OLD HIGHWAY, FOLLOW THE PAVEMENT FOR 0.9 MILE TO THE OLD ABANDONED
 SB0805'CORA SCHOOL ON THE LEFT, EAST.  A STANDARD DISK SET IN THE TOP OF A
 SB0805'CONCRETE POST, 2-FEET SOUTHWEST OF THE SOUTH GATE POST FOR THE
 SB0805'DRIVEWAY TO THOMAS BENNETTS HOME, ABOUT 28 FEET EAST OF THE CENTER OF
 SB0805'THE HIGHWAY, AND 1-FOOT NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0802 ***********************************************************************
 SB0802  DESIGNATION -  217 M USE
 SB0802  PID         -  SB0802
 SB0802  STATE/COUNTY-  WA/LEWIS
 SB0802  USGS QUAD   -  PURCELL MOUNTAIN (1994)
 SB0802
 SB0802                         *CURRENT SURVEY CONTROL
 SB0802  ___________________________________________________________________
 SB0802* NAD 83(1986)-  46 32 06.     (N)    121 47 51.     (W)     SCALED    
 SB0802* NAVD 88     -       287.989  (meters)     944.84   (feet)  ADJUSTED  
 SB0802  ___________________________________________________________________
 SB0802  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 SB0802  DYNAMIC HT  -         287.989 (meters)     944.84  (feet)  COMP
 SB0802  MODELED GRAV-     980,606.8   (mgal)                       NAVD 88
 SB0802
 SB0802  VERT ORDER  -  SECOND    CLASS 0
 SB0802
 SB0802.The horizontal coordinates were scaled from a topographic map and have
 SB0802.an estimated accuracy of +/- 6 seconds.
 SB0802
 SB0802.The orthometric height was determined by differential leveling
 SB0802.and adjusted by the National Geodetic Survey in June 1991..
 SB0802
 SB0802.The geoid height was determined by GEOID03.
 SB0802
 SB0802.The dynamic height is computed by dividing the NAVD 88
 SB0802.geopotential number by the normal gravity value computed on the
 SB0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0802.degrees latitude (g = 980.6199 gals.).
 SB0802
 SB0802.The modeled gravity was interpolated from observed gravity values.
 SB0802
 SB0802;                    North         East    Units  Estimated Accuracy
 SB0802;SPC WA S     -   134,380.      400,480.      MT  (+/- 180 meters Scaled)
 SB0802
 SB0802                          SUPERSEDED SURVEY CONTROL
 SB0802
 SB0802  NGVD 29 (??/??/92)  286.90   (m)          941.3    (f) COMPUTED    2 0
 SB0802
 SB0802.Superseded values are not recommended for survey control.
 SB0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0802.See file dsdata.txt to determine how the superseded data were derived.
 SB0802
 SB0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES922541(NAD 83)
 SB0802_MARKER: DB = BENCH MARK DISK
 SB0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0802_STAMPING: 217 M 1945
 SB0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0802+STABILITY: SURFACE MOTION
 SB0802
 SB0802  HISTORY     - Date     Condition        Report By
 SB0802  HISTORY     - 1945     MONUMENTED       DOD
 SB0802  HISTORY     - 1946     GOOD             NGS
 SB0802
 SB0802                          STATION DESCRIPTION
 SB0802
 SB0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0802'8.3 MI E FROM RANDLE.
 SB0802'8.3 MILES EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0802'SET IN A CONCRETE POST, OPPOSITE THE WEST END OF A ROCK BLUFF, 27 FEET
 SB0802'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 8 FEET NORTH OF A FENCE LINE,
 SB0802'3 FEET NORTH OF A TELEPHONE POLE BRACED BY ANOTHER POLE, 2 FEET NORTH
 SB0802'OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0803 ***********************************************************************
 SB0803  DESIGNATION -  217 M USE RESET 1948
 SB0803  PID         -  SB0803
 SB0803  STATE/COUNTY-  WA/LEWIS
 SB0803  USGS QUAD   -  PURCELL MOUNTAIN (1994)
 SB0803
 SB0803                         *CURRENT SURVEY CONTROL
 SB0803  ___________________________________________________________________
 SB0803* NAD 83(1986)-  46 32 06.     (N)    121 47 51.     (W)     SCALED    
 SB0803* NAVD 88     -       287.17   (meters)     942.2    (feet)  RESET     
 SB0803  ___________________________________________________________________
 SB0803  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 SB0803
 SB0803  VERT ORDER  -  THIRD
 SB0803
 SB0803.The horizontal coordinates were scaled from a topographic map and have
 SB0803.an estimated accuracy of +/- 6 seconds.
 SB0803
 SB0803.The orthometric height was computed from unverified reset data.
 SB0803.No vertical observational check was made to the station.
 SB0803
 SB0803.The geoid height was determined by GEOID03.
 SB0803
 SB0803;                    North         East    Units  Estimated Accuracy
 SB0803;SPC WA S     -   134,380.      400,480.      MT  (+/- 180 meters Scaled)
 SB0803
 SB0803                          SUPERSEDED SURVEY CONTROL
 SB0803
 SB0803  NGVD 29 (??/??/??)  286.09   (m)          938.6    (f) RESET       3  
 SB0803
 SB0803.Superseded values are not recommended for survey control.
 SB0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0803.See file dsdata.txt to determine how the superseded data were derived.
 SB0803
 SB0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES922541(NAD 83)
 SB0803_MARKER: DD = SURVEY DISK
 SB0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0803_STAMPING: 217 M 1945 RESET 1948
 SB0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0803+STABILITY: SURFACE MOTION
 SB0803
 SB0803  HISTORY     - Date     Condition        Report By
 SB0803  HISTORY     - 1948     MONUMENTED       DOD
 SB0803  HISTORY     - 1948     GOOD             NGS
 SB0803
 SB0803                          STATION DESCRIPTION
 SB0803
 SB0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SB0803'8.3 MI E FROM RANDLE.
 SB0803'8.3 MILES EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE
 SB0803'LEWIS COUNTY, 493 FEET WEST OF THE WEST END OF CORA BRIDGE, 93 FEET
 SB0803'SOUTH OF A ROCK BLUFF, 51.5 FEET SOUTH OF THE CENTERLINE OF THE
 SB0803'HIGHWAY, 6.5 FEET NORTHWEST OF A POLE, AND 2 FEET NORTH OF A WHITE
 SB0803'WOODEN WITNESS POST.  A CORPS OF ENGINEERS U.S. ARMY STANDARD DISK
 SB0803'STAMPED 217 M 1945 RESET 1948 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0801 ***********************************************************************
 SB0801  DESIGNATION -  217 N USE
 SB0801  PID         -  SB0801
 SB0801  STATE/COUNTY-  WA/LEWIS
 SB0801  USGS QUAD   -  PURCELL MOUNTAIN (1994)
 SB0801
 SB0801                         *CURRENT SURVEY CONTROL
 SB0801  ___________________________________________________________________
 SB0801* NAD 83(1986)-  46 32 12.     (N)    121 48 37.     (W)     SCALED    
 SB0801* NAVD 88     -       301.820  (meters)     990.22   (feet)  ADJUSTED  
 SB0801  ___________________________________________________________________
 SB0801  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 SB0801  DYNAMIC HT  -         301.820 (meters)     990.22  (feet)  COMP
 SB0801  MODELED GRAV-     980,606.9   (mgal)                       NAVD 88
 SB0801
 SB0801  VERT ORDER  -  SECOND    CLASS 0
 SB0801
 SB0801.The horizontal coordinates were scaled from a topographic map and have
 SB0801.an estimated accuracy of +/- 6 seconds.
 SB0801
 SB0801.The orthometric height was determined by differential leveling
 SB0801.and adjusted by the National Geodetic Survey in June 1991..
 SB0801
 SB0801.The geoid height was determined by GEOID03.
 SB0801
 SB0801.The dynamic height is computed by dividing the NAVD 88
 SB0801.geopotential number by the normal gravity value computed on the
 SB0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0801.degrees latitude (g = 980.6199 gals.).
 SB0801
 SB0801.The modeled gravity was interpolated from observed gravity values.
 SB0801
 SB0801;                    North         East    Units  Estimated Accuracy
 SB0801;SPC WA S     -   134,590.      399,500.      MT  (+/- 180 meters Scaled)
 SB0801
 SB0801                          SUPERSEDED SURVEY CONTROL
 SB0801
 SB0801  NGVD 29 (??/??/92)  300.734  (m)          986.66   (f) ADJ UNCH    2 0
 SB0801
 SB0801.Superseded values are not recommended for survey control.
 SB0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0801.See file dsdata.txt to determine how the superseded data were derived.
 SB0801
 SB0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES912543(NAD 83)
 SB0801_MARKER: DD = SURVEY DISK
 SB0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0801_STAMPING: 217 N 1945
 SB0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0801+STABILITY: SURFACE MOTION
 SB0801
 SB0801  HISTORY     - Date     Condition        Report By
 SB0801  HISTORY     - 1945     MONUMENTED       DOD
 SB0801  HISTORY     - 1961     MARK NOT FOUND   NGS
 SB0801
 SB0801                          STATION DESCRIPTION
 SB0801
 SB0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0801'7.7 MI E FROM RANDLE.
 SB0801'7.7 MILES EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0801'SET IN THE TOP OF A CONCRETE POST, 450 FEET EAST OF A CONCRETE BRIDGE
 SB0801'OVER DAVIS CREEK, 45 FEET SOUTHWEST OF A SHAKE ROOFED HOUSE, 51 FEET
 SB0801'SOUTHEAST OF A 24-INCH TWIN MAPLE TREE, 36 FEET NORTH OF THE
 SB0801'CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A REFERENCE POST.
 SB0801'NOTE-- MAY HAVE BEEN COVERED OVER BY YARD WORK.  BM NOT KNOWN TO
 SB0801'RESIDENTS LIVING ADJACENT TO BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0799 ***********************************************************************
 SB0799  DESIGNATION -  217 P USE
 SB0799  PID         -  SB0799
 SB0799  STATE/COUNTY-  WA/LEWIS
 SB0799  USGS QUAD   -  PURCELL MOUNTAIN (1994)
 SB0799
 SB0799                         *CURRENT SURVEY CONTROL
 SB0799  ___________________________________________________________________
 SB0799* NAD 83(1986)-  46 32 03.     (N)    121 49 52.     (W)     SCALED    
 SB0799* NAVD 88     -       284.074  (meters)     932.00   (feet)  ADJUSTED  
 SB0799  ___________________________________________________________________
 SB0799  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 SB0799  DYNAMIC HT  -         284.073 (meters)     932.00  (feet)  COMP
 SB0799  MODELED GRAV-     980,606.4   (mgal)                       NAVD 88
 SB0799
 SB0799  VERT ORDER  -  SECOND    CLASS 0
 SB0799
 SB0799.The horizontal coordinates were scaled from a topographic map and have
 SB0799.an estimated accuracy of +/- 6 seconds.
 SB0799
 SB0799.The orthometric height was determined by differential leveling
 SB0799.and adjusted by the National Geodetic Survey in June 1991..
 SB0799
 SB0799.The geoid height was determined by GEOID03.
 SB0799
 SB0799.The dynamic height is computed by dividing the NAVD 88
 SB0799.geopotential number by the normal gravity value computed on the
 SB0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0799.degrees latitude (g = 980.6199 gals.).
 SB0799
 SB0799.The modeled gravity was interpolated from observed gravity values.
 SB0799
 SB0799;                    North         East    Units  Estimated Accuracy
 SB0799;SPC WA S     -   134,330.      397,900.      MT  (+/- 180 meters Scaled)
 SB0799
 SB0799                          SUPERSEDED SURVEY CONTROL
 SB0799
 SB0799  NGVD 29 (??/??/92)  282.988  (m)          928.44   (f) ADJ UNCH    2 0
 SB0799
 SB0799.Superseded values are not recommended for survey control.
 SB0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0799.See file dsdata.txt to determine how the superseded data were derived.
 SB0799
 SB0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES896540(NAD 83)
 SB0799_MARKER: DD = SURVEY DISK
 SB0799_SETTING: 80 = SET IN A BOULDER
 SB0799_SP_SET: BOULDER
 SB0799_STAMPING: 217 P 1945
 SB0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0799+STABILITY: SURFACE MOTION
 SB0799
 SB0799  HISTORY     - Date     Condition        Report By
 SB0799  HISTORY     - 1945     MONUMENTED       DOD
 SB0799  HISTORY     - 1946     GOOD             NGS
 SB0799  HISTORY     - 1989     GOOD             USPSQD
 SB0799
 SB0799                          STATION DESCRIPTION
 SB0799
 SB0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0799'6.6 MI E FROM RANDLE.
 SB0799'6.6 MILES EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0799'SET IN THE TOP OF A CONCRETE POST, 76 FEET NORTHWEST OF A 40-INCH TWIN
 SB0799'CEDAR TREE, 51 FEET NORTH OF A BRACED TELEPHONE POLE, 21 FEET
 SB0799'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A LARGE
 SB0799'GRANITE BOULDER, AT THE BASE OF A SMALL SAND SLIDE, AND 2 FEET SOUTH
 SB0799'OF A REFERENCE POST.
 SB0799
 SB0799                          STATION RECOVERY (1989)
 SB0799
 SB0799'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0798 ***********************************************************************
 SB0798  DESIGNATION -  217 Q USE
 SB0798  PID         -  SB0798
 SB0798  STATE/COUNTY-  WA/LEWIS
 SB0798  USGS QUAD   -  PURCELL MOUNTAIN (1994)
 SB0798
 SB0798                         *CURRENT SURVEY CONTROL
 SB0798  ___________________________________________________________________
 SB0798* NAD 83(1986)-  46 32 09.     (N)    121 51 20.     (W)     SCALED    
 SB0798* NAVD 88     -       281.248  (meters)     922.73   (feet)  ADJUSTED  
 SB0798  ___________________________________________________________________
 SB0798  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 SB0798  DYNAMIC HT  -         281.247 (meters)     922.72  (feet)  COMP
 SB0798  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 SB0798
 SB0798  VERT ORDER  -  SECOND    CLASS 0
 SB0798
 SB0798.The horizontal coordinates were scaled from a topographic map and have
 SB0798.an estimated accuracy of +/- 6 seconds.
 SB0798
 SB0798.The orthometric height was determined by differential leveling
 SB0798.and adjusted by the National Geodetic Survey in June 1991..
 SB0798
 SB0798.The geoid height was determined by GEOID03.
 SB0798
 SB0798.The dynamic height is computed by dividing the NAVD 88
 SB0798.geopotential number by the normal gravity value computed on the
 SB0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0798.degrees latitude (g = 980.6199 gals.).
 SB0798
 SB0798.The modeled gravity was interpolated from observed gravity values.
 SB0798
 SB0798;                    North         East    Units  Estimated Accuracy
 SB0798;SPC WA S     -   134,550.      396,030.      MT  (+/- 180 meters Scaled)
 SB0798
 SB0798                          SUPERSEDED SURVEY CONTROL
 SB0798
 SB0798  NGVD 29 (??/??/92)  280.162  (m)          919.16   (f) ADJ UNCH    2 0
 SB0798
 SB0798.Superseded values are not recommended for survey control.
 SB0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0798.See file dsdata.txt to determine how the superseded data were derived.
 SB0798
 SB0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES877542(NAD 83)
 SB0798_MARKER: DD = SURVEY DISK
 SB0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0798_SP_SET: CULVERT
 SB0798_STAMPING: 217 Q 1945
 SB0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0798
 SB0798  HISTORY     - Date     Condition        Report By
 SB0798  HISTORY     - 1945     MONUMENTED       DOD
 SB0798  HISTORY     - 1961     POOR             NGS
 SB0798  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SB0798
 SB0798                          STATION DESCRIPTION
 SB0798
 SB0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0798'5.3 MI E FROM RANDLE.
 SB0798'5.3 MILES EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0798'SET IN THE TOP OF A CONCRETE POST, 23 FEET SOUTH OF THE CENTERLINE OF
 SB0798'THE HIGHWAY, 13 FEET EAST OF SOUTH END OF A 18-INCH CULVERT, 4 FEET
 SB0798'NORTH OF A STUB POWER LINE POLE, AND 2 FEET NORTH OF A REFERENCE POST.
 SB0798'NOTE-- SLIGHTLY TIPPED POSSIBLY HIT BY ROAD GRADING EQUIPMENT.
 SB0798
 SB0798                          STATION RECOVERY (1989)
 SB0798
 SB0798'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0797 ***********************************************************************
 SB0797  DESIGNATION -  217 R USE
 SB0797  PID         -  SB0797
 SB0797  STATE/COUNTY-  WA/LEWIS
 SB0797  USGS QUAD   -  PURCELL MOUNTAIN (1994)
 SB0797
 SB0797                         *CURRENT SURVEY CONTROL
 SB0797  ___________________________________________________________________
 SB0797* NAD 83(1986)-  46 32 08.     (N)    121 51 28.     (W)     SCALED    
 SB0797* NAVD 88     -       280.671  (meters)     920.83   (feet)  ADJUSTED  
 SB0797  ___________________________________________________________________
 SB0797  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 SB0797  DYNAMIC HT  -         280.671 (meters)     920.83  (feet)  COMP
 SB0797  MODELED GRAV-     980,606.2   (mgal)                       NAVD 88
 SB0797
 SB0797  VERT ORDER  -  SECOND    CLASS 0
 SB0797
 SB0797.The horizontal coordinates were scaled from a topographic map and have
 SB0797.an estimated accuracy of +/- 6 seconds.
 SB0797
 SB0797.The orthometric height was determined by differential leveling
 SB0797.and adjusted by the National Geodetic Survey in June 1991..
 SB0797
 SB0797.The geoid height was determined by GEOID03.
 SB0797
 SB0797.The dynamic height is computed by dividing the NAVD 88
 SB0797.geopotential number by the normal gravity value computed on the
 SB0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0797.degrees latitude (g = 980.6199 gals.).
 SB0797
 SB0797.The modeled gravity was interpolated from observed gravity values.
 SB0797
 SB0797;                    North         East    Units  Estimated Accuracy
 SB0797;SPC WA S     -   134,520.      395,860.      MT  (+/- 180 meters Scaled)
 SB0797
 SB0797                          SUPERSEDED SURVEY CONTROL
 SB0797
 SB0797  NGVD 29 (??/??/92)  279.586  (m)          917.28   (f) ADJ UNCH    2 0
 SB0797
 SB0797.Superseded values are not recommended for survey control.
 SB0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0797.See file dsdata.txt to determine how the superseded data were derived.
 SB0797
 SB0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES875541(NAD 83)
 SB0797_MARKER: DD = SURVEY DISK
 SB0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0797_STAMPING: 217 R 1945
 SB0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0797+STABILITY: SURFACE MOTION
 SB0797
 SB0797  HISTORY     - Date     Condition        Report By
 SB0797  HISTORY     - 1945     MONUMENTED       DOD
 SB0797  HISTORY     - 1961     MARK NOT FOUND   NGS
 SB0797
 SB0797                          STATION DESCRIPTION
 SB0797
 SB0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0797'5.2 MI NE FROM RANDLE.
 SB0797'5.2 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT
 SB0797'RANDLE, SET IN THE TOP OF A CONCRETE POST, 24 FEET SOUTHWEST OF THE
 SB0797'CENTERLINE OF THE HIGHWAY, 28 FEET WEST OF A TELEPHONE POLE, 5 FEET
 SB0797'NORTHWEST OF A RAIL FENCE, 2 FEET NORTH OF A REFERENCE POST AND 2 FEET
 SB0797'BELOW THE HIGHWAY GRADE.  NOTE-- POSSIBLY COVERED OVER BY ROCK ROAD
 SB0797'FILL IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0796 ***********************************************************************
 SB0796  DESIGNATION -  217 S USE
 SB0796  PID         -  SB0796
 SB0796  STATE/COUNTY-  WA/LEWIS
 SB0796  USGS QUAD   -  RANDLE (1994)
 SB0796
 SB0796                         *CURRENT SURVEY CONTROL
 SB0796  ___________________________________________________________________
 SB0796* NAD 83(1986)-  46 32 26.     (N)    121 52 34.     (W)     SCALED    
 SB0796* NAVD 88     -       279.664  (meters)     917.53   (feet)  ADJUSTED  
 SB0796  ___________________________________________________________________
 SB0796  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 SB0796  DYNAMIC HT  -         279.663 (meters)     917.53  (feet)  COMP
 SB0796  MODELED GRAV-     980,604.2   (mgal)                       NAVD 88
 SB0796
 SB0796  VERT ORDER  -  SECOND    CLASS 0
 SB0796
 SB0796.The horizontal coordinates were scaled from a topographic map and have
 SB0796.an estimated accuracy of +/- 6 seconds.
 SB0796
 SB0796.The orthometric height was determined by differential leveling
 SB0796.and adjusted by the National Geodetic Survey in June 1991..
 SB0796
 SB0796.The geoid height was determined by GEOID03.
 SB0796
 SB0796.The dynamic height is computed by dividing the NAVD 88
 SB0796.geopotential number by the normal gravity value computed on the
 SB0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0796.degrees latitude (g = 980.6199 gals.).
 SB0796
 SB0796.The modeled gravity was interpolated from observed gravity values.
 SB0796
 SB0796;                    North         East    Units  Estimated Accuracy
 SB0796;SPC WA S     -   135,100.      394,460.      MT  (+/- 180 meters Scaled)
 SB0796
 SB0796                          SUPERSEDED SURVEY CONTROL
 SB0796
 SB0796  NGVD 29 (??/??/92)  278.578  (m)          913.97   (f) ADJ UNCH    2 0
 SB0796
 SB0796.Superseded values are not recommended for survey control.
 SB0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0796.See file dsdata.txt to determine how the superseded data were derived.
 SB0796
 SB0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES861547(NAD 83)
 SB0796_MARKER: DD = SURVEY DISK
 SB0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0796_STAMPING: 217 S 1945
 SB0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0796+STABILITY: SURFACE MOTION
 SB0796
 SB0796  HISTORY     - Date     Condition        Report By
 SB0796  HISTORY     - 1945     MONUMENTED       DOD
 SB0796  HISTORY     - 1946     GOOD             NGS
 SB0796  HISTORY     - 1989     GOOD             USPSQD
 SB0796
 SB0796                          STATION DESCRIPTION
 SB0796
 SB0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0796'4.2 MI E FROM RANDLE.
 SB0796'4.2 MILES EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0796'SET IN THE TOP OF A CONCRETE POST, 57 FEET SOUTHWEST OF A POWER LINE
 SB0796'POLE NO. 15-11, 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10
 SB0796'FEET NORTHEAST OF A TELEPHONE POLE, AND 3 FEET NORTH OF A REFERENCE
 SB0796'POST.
 SB0796
 SB0796                          STATION RECOVERY (1989)
 SB0796
 SB0796'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0795 ***********************************************************************
 SB0795  DESIGNATION -  217 T USE
 SB0795  PID         -  SB0795
 SB0795  STATE/COUNTY-  WA/LEWIS
 SB0795  USGS QUAD   -  RANDLE (1994)
 SB0795
 SB0795                         *CURRENT SURVEY CONTROL
 SB0795  ___________________________________________________________________
 SB0795* NAD 83(1986)-  46 32 32.     (N)    121 52 42.     (W)     SCALED    
 SB0795* NAVD 88     -       278.719  (meters)     914.43   (feet)  ADJUSTED  
 SB0795  ___________________________________________________________________
 SB0795  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 SB0795  DYNAMIC HT  -         278.717 (meters)     914.42  (feet)  COMP
 SB0795  MODELED GRAV-     980,603.2   (mgal)                       NAVD 88
 SB0795
 SB0795  VERT ORDER  -  SECOND    CLASS 0
 SB0795
 SB0795.The horizontal coordinates were scaled from a topographic map and have
 SB0795.an estimated accuracy of +/- 6 seconds.
 SB0795
 SB0795.The orthometric height was determined by differential leveling
 SB0795.and adjusted by the National Geodetic Survey in June 1991..
 SB0795
 SB0795.The geoid height was determined by GEOID03.
 SB0795
 SB0795.The dynamic height is computed by dividing the NAVD 88
 SB0795.geopotential number by the normal gravity value computed on the
 SB0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0795.degrees latitude (g = 980.6199 gals.).
 SB0795
 SB0795.The modeled gravity was interpolated from observed gravity values.
 SB0795
 SB0795;                    North         East    Units  Estimated Accuracy
 SB0795;SPC WA S     -   135,290.      394,290.      MT  (+/- 180 meters Scaled)
 SB0795
 SB0795                          SUPERSEDED SURVEY CONTROL
 SB0795
 SB0795  NGVD 29 (??/??/92)  277.632  (m)          910.86   (f) ADJ UNCH    2 0
 SB0795
 SB0795.Superseded values are not recommended for survey control.
 SB0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0795.See file dsdata.txt to determine how the superseded data were derived.
 SB0795
 SB0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES860549(NAD 83)
 SB0795_MARKER: DD = SURVEY DISK
 SB0795_SETTING: 0 = UNSPECIFIED SETTING
 SB0795_STAMPING: 217 T 1945
 SB0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0795
 SB0795  HISTORY     - Date     Condition        Report By
 SB0795  HISTORY     - 1945     MONUMENTED       DOD
 SB0795  HISTORY     - 1946     GOOD             NGS
 SB0795  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SB0795
 SB0795                          STATION DESCRIPTION
 SB0795
 SB0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0795'4.0 MI E FROM RANDLE.
 SB0795'4.0 MILES EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0795'69 FEET NORTHEAST OF A 60 INCH FIR TREE, 49 FEET NORTH OF A GUYED
 SB0795'TELEPHONE POLE, 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 SB0795'SOUTH OF A REFERENCE POST.
 SB0795
 SB0795                          STATION RECOVERY (1989)
 SB0795
 SB0795'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0792 ***********************************************************************
 SB0792  FBN         -  This is a Federal Base Network Control Station.
 SB0792  DESIGNATION -  217 U
 SB0792  PID         -  SB0792
 SB0792  STATE/COUNTY-  WA/LEWIS
 SB0792  USGS QUAD   -  RANDLE (1994)
 SB0792
 SB0792                         *CURRENT SURVEY CONTROL
 SB0792  ___________________________________________________________________
 SB0792* NAD 83(1998)-  46 32 29.94147(N)    121 54 19.73013(W)     ADJUSTED  
 SB0792* NAVD 88     -       281.473  (meters)     923.47   (feet)  ADJUSTED  
 SB0792  ___________________________________________________________________
 SB0792  X           -  -2,322,839.493 (meters)                     COMP
 SB0792  Y           -  -3,731,002.153 (meters)                     COMP
 SB0792  Z           -   4,607,055.760 (meters)                     COMP
 SB0792  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 SB0792  ELLIP HEIGHT-         261.14  (meters)          (03/21/00) GPS OBS
 SB0792  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SB0792  DYNAMIC HT  -         281.474 (meters)     923.47  (feet)  COMP
 SB0792  MODELED GRAV-     980,609.8   (mgal)                       NAVD 88
 SB0792
 SB0792  HORZ ORDER  -  A
 SB0792  VERT ORDER  -  SECOND    CLASS 0
 SB0792  ELLP ORDER  -  THIRD     CLASS II
 SB0792
 SB0792.The horizontal coordinates were established by GPS observations
 SB0792.and adjusted by the National Geodetic Survey in March 2000..
 SB0792.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB0792.DATUM ITEM on the data sheet items page.
 SB0792
 SB0792.The orthometric height was determined by differential leveling
 SB0792.and adjusted by the National Geodetic Survey in June 1991..
 SB0792
 SB0792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB0792
 SB0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0792
 SB0792.The ellipsoidal height was determined by GPS observations
 SB0792.and is referenced to NAD 83.
 SB0792
 SB0792.The geoid height was determined by GEOID03.
 SB0792
 SB0792.The dynamic height is computed by dividing the NAVD 88
 SB0792.geopotential number by the normal gravity value computed on the
 SB0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0792.degrees latitude (g = 980.6199 gals.).
 SB0792
 SB0792.The modeled gravity was interpolated from observed gravity values.
 SB0792
 SB0792;                    North         East     Units Scale Factor Converg.
 SB0792;SPC WA S     -   135,264.430   392,208.957   MT  0.99991488   -1 01 15.4
 SB0792;SPC WA S     -   443,780.05  1,286,772.22   sFT  0.99991488   -1 01 15.4
 SB0792;UTM  10      - 5,154,813.299   583,920.121   MT  0.99968656   +0 47 40.3
 SB0792
 SB0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0792!SPC WA S     -   0.99995907  x   0.99991488  =   0.99987395
 SB0792!UTM  10      -   0.99995907  x   0.99968656  =   0.99964564
 SB0792
 SB0792                          SUPERSEDED SURVEY CONTROL
 SB0792
 SB0792  NAD 83(1991)-  46 32 29.93979(N)    121 54 19.73191(W) AD(       ) B
 SB0792  ELLIP H (05/29/91)  261.24   (m)                       GP(       ) 4 1
 SB0792  NAVD 88 (11/01/99)  281.47   (m)          923.5    (f) LEVELING    3  
 SB0792  NGVD 29 (??/??/92)  280.390  (m)          919.91   (f) ADJ UNCH    2 0
 SB0792
 SB0792.Superseded values are not recommended for survey control.
 SB0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0792.See file dsdata.txt to determine how the superseded data were derived.
 SB0792
 SB0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES8392054813(NAD 83)
 SB0792_MARKER: DD = SURVEY DISK
 SB0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0792_SP_SET: CONCRETE POST
 SB0792_STAMPING: 217 U 1945
 SB0792_MARK LOGO: USE   
 SB0792_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0792+STABILITY: SURFACE MOTION
 SB0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0792+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1998
 SB0792
 SB0792  HISTORY     - Date     Condition        Report By
 SB0792  HISTORY     - 1945     MONUMENTED       DOD
 SB0792  HISTORY     - 1946     GOOD             NGS
 SB0792  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SB0792  HISTORY     - 19890922 GOOD             NGS
 SB0792  HISTORY     - 19901016 GOOD
 SB0792  HISTORY     - 19981029 GOOD             WA-041
 SB0792
 SB0792                          STATION DESCRIPTION
 SB0792
 SB0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0792'2.6 MI E FROM RANDLE.
 SB0792'2.6 MILES EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0792'SET IN THE TOP OF A CONCRETE POST, 65 FEET WEST OF A UNPAINTED GARAGE
 SB0792'BELONGING TO H.D. AMES, 53 FEET EAST OF THE SOUTH END OF A 24-INCH
 SB0792'CULVERT NO. 50.39, 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8
 SB0792'FEET SOUTH OF A 30-INCH MAPLE TREE, 1 FOOT NORTH OF THE FENCE LINE,
 SB0792'AND 2 FEET NORTHEAST OF A REFERENCE POST.
 SB0792
 SB0792                          STATION RECOVERY (1989)
 SB0792
 SB0792'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0792'MARK NOT FOUND.
 SB0792
 SB0792                          STATION RECOVERY (1989)
 SB0792
 SB0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SB0792'THE STATION IS LOCATED ABOUT 27.5 KM (17.1 MI) SOUTHWEST OF PACKWOOD,
 SB0792'4.0 KM (2.5 MI) EAST OF RANDLE AND ON RIGHT-OF-WAY FOR A COUNTY ROAD,
 SB0792'THE OLD ALIGNMENT OF US HIGHWAY 12.
 SB0792'TO REACH FROM THE POST OFFICE IN RANDLE, GO EAST ON THE SURFACED ROAD,
 SB0792'THE OLD HIGHWAY, FOR 4.18 KM (2.60 MI) TO THE STATION ON THE RIGHT.
 SB0792'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SB0792'WITH THE GROUND SURFACE.  IT IS 19.8 M (65.0 FT) WEST OF A GATE POST,
 SB0792'16.2 M (53.1 FT) EAST OF A CULVERT, 10.8 M (35.4 FT) EAST OF
 SB0792'POWERLINE POLE NUMBER 111460, 9.1 M (29.9 FT) SOUTH OF THE CENTER OF
 SB0792'THE ROAD AND 8.8 M (28.9 FT) NORTH OF A FENCE.
 SB0792
 SB0792                          STATION RECOVERY (1990)
 SB0792
 SB0792'RECOVERED 1990
 SB0792'RECOVERED IN GOOD CONDITION.
 SB0792
 SB0792                          STATION RECOVERY (1998)
 SB0792
 SB0792'RECOVERY NOTE BY LEWIS COUNTY WASHINGTON 1998 (CSM)
 SB0792'APPROX 17 MI (27.4 KM) SW OF PACKWOOD - 2.5 MI (4.0 KM) EAST OF RANDLE
 SB0792'ON SILVERBROOK ROAD RIGHT-OF-WAY.  FROM INTERSECTION STATE HWY 12 AND
 SB0792'HWY 131 IN RANDLE - EAST ON HWY 12 2.35 MI (3.78 KM) - LEFT ON YOUNG
 SB0792'RD 0.50 MI (0.80 KM) - RIGHT ON SILVERBROOK RD 0.125 MI (0.201 KM) -
 SB0792'STATION ON RIGHT.  STATION SET IN THE TOP OF SQUARE CONCRETE MON.
 SB0792'FLUSH WITH GROUND.  19.8 M (65.0 FT) WEST OF GATE POST - 16.2 M (53.1
 SB0792'FT) EAST OF CULVERT - 10.8 M (35.4 FT) EAST OF POWER POLE NO 111460 -
 SB0792'9.1 M (29.9 FT) SOUTH OF CENTERLINE OF SILVERBROOK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0789 ***********************************************************************
 SB0789  DESIGNATION -  217 V USE
 SB0789  PID         -  SB0789
 SB0789  STATE/COUNTY-  WA/LEWIS
 SB0789  USGS QUAD   -  RANDLE (1994)
 SB0789
 SB0789                         *CURRENT SURVEY CONTROL
 SB0789  ___________________________________________________________________
 SB0789* NAD 83(1986)-  46 32 15.     (N)    121 55 32.     (W)     SCALED    
 SB0789* NAVD 88     -       283.360  (meters)     929.66   (feet)  ADJUSTED  
 SB0789  ___________________________________________________________________
 SB0789  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 SB0789  DYNAMIC HT  -         283.360 (meters)     929.66  (feet)  COMP
 SB0789  MODELED GRAV-     980,609.5   (mgal)                       NAVD 88
 SB0789
 SB0789  VERT ORDER  -  SECOND    CLASS 0
 SB0789
 SB0789.The horizontal coordinates were scaled from a topographic map and have
 SB0789.an estimated accuracy of +/- 6 seconds.
 SB0789
 SB0789.The orthometric height was determined by differential leveling
 SB0789.and adjusted by the National Geodetic Survey in June 1991..
 SB0789
 SB0789.The geoid height was determined by GEOID03.
 SB0789
 SB0789.The dynamic height is computed by dividing the NAVD 88
 SB0789.geopotential number by the normal gravity value computed on the
 SB0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0789.degrees latitude (g = 980.6199 gals.).
 SB0789
 SB0789.The modeled gravity was interpolated from observed gravity values.
 SB0789
 SB0789;                    North         East    Units  Estimated Accuracy
 SB0789;SPC WA S     -   134,830.      390,660.      MT  (+/- 180 meters Scaled)
 SB0789
 SB0789                          SUPERSEDED SURVEY CONTROL
 SB0789
 SB0789  NGVD 29 (??/??/92)  282.276  (m)          926.10   (f) ADJ UNCH    2 0
 SB0789
 SB0789.Superseded values are not recommended for survey control.
 SB0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0789.See file dsdata.txt to determine how the superseded data were derived.
 SB0789
 SB0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES823543(NAD 83)
 SB0789_MARKER: DD = SURVEY DISK
 SB0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0789_STAMPING: 217 V 1945
 SB0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0789+STABILITY: SURFACE MOTION
 SB0789
 SB0789  HISTORY     - Date     Condition        Report By
 SB0789  HISTORY     - 1945     MONUMENTED       DOD
 SB0789  HISTORY     - 1961     MARK NOT FOUND   NGS
 SB0789
 SB0789                          STATION DESCRIPTION
 SB0789
 SB0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0789'1.5 MI E FROM RANDLE.
 SB0789'1.5 MILES EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0789'SET IN THE TOP OF A CONCRETE POST, DIRECTLY OPPOSITE A Y ROAD
 SB0789'INTERSECTION 51 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET
 SB0789'EAST OF A TELEPHONE POLE, 10 FEET NORTHEAST OF A PIPE STANDARD OF BELL
 SB0789'TELEPHONE ARROW SIGN, 2 FEET SOUTH OF THE FENCE LINE, AND 2 FEET NORTH
 SB0789'OF A REFERENCE POST.  NOTE-- POSSIBLY DESTROYED BY OR DURING
 SB0789'CONSTRUCTION OF NEW SCHOOL IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0788 ***********************************************************************
 SB0788  DESIGNATION -  217 W USE
 SB0788  PID         -  SB0788
 SB0788  STATE/COUNTY-  WA/LEWIS
 SB0788  USGS QUAD   -  RANDLE (1994)
 SB0788
 SB0788                         *CURRENT SURVEY CONTROL
 SB0788  ___________________________________________________________________
 SB0788* NAD 83(1986)-  46 32 15.     (N)    121 56 17.     (W)     SCALED    
 SB0788* NAVD 88     -       276.868  (meters)     908.36   (feet)  ADJUSTED  
 SB0788  ___________________________________________________________________
 SB0788  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 SB0788  DYNAMIC HT  -         276.867 (meters)     908.35  (feet)  COMP
 SB0788  MODELED GRAV-     980,607.7   (mgal)                       NAVD 88
 SB0788
 SB0788  VERT ORDER  -  SECOND    CLASS 0
 SB0788
 SB0788.The horizontal coordinates were scaled from a topographic map and have
 SB0788.an estimated accuracy of +/- 6 seconds.
 SB0788
 SB0788.The orthometric height was determined by differential leveling
 SB0788.and adjusted by the National Geodetic Survey in June 1991..
 SB0788
 SB0788.The geoid height was determined by GEOID03.
 SB0788
 SB0788.The dynamic height is computed by dividing the NAVD 88
 SB0788.geopotential number by the normal gravity value computed on the
 SB0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0788.degrees latitude (g = 980.6199 gals.).
 SB0788
 SB0788.The modeled gravity was interpolated from observed gravity values.
 SB0788
 SB0788;                    North         East    Units  Estimated Accuracy
 SB0788;SPC WA S     -   134,850.      389,700.      MT  (+/- 180 meters Scaled)
 SB0788
 SB0788                          SUPERSEDED SURVEY CONTROL
 SB0788
 SB0788  NGVD 29 (??/??/92)  275.785  (m)          904.80   (f) ADJ UNCH    2 0
 SB0788
 SB0788.Superseded values are not recommended for survey control.
 SB0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0788.See file dsdata.txt to determine how the superseded data were derived.
 SB0788
 SB0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES814543(NAD 83)
 SB0788_MARKER: DD = SURVEY DISK
 SB0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0788_STAMPING: 217 W 1945
 SB0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0788+STABILITY: SURFACE MOTION
 SB0788
 SB0788  HISTORY     - Date     Condition        Report By
 SB0788  HISTORY     - 1945     MONUMENTED       DOD
 SB0788  HISTORY     - 1961     POOR             NGS
 SB0788  HISTORY     - 1989     GOOD             USPSQD
 SB0788
 SB0788                          STATION DESCRIPTION
 SB0788
 SB0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0788'1.0 MI E FROM RANDLE.
 SB0788'1.0 MILE EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0788'SET IN THE TOP OF A CONCRETE POST, 106 FEET NORTHEAST OF A TRANSFORMER
 SB0788'POWER LINE POLE REA NO. A4-7, 25 FEET NORTH OF THE CENTERLINE OF THE
 SB0788'HIGHWAY, DIRECTLY ACROSS HIGHWAY FROM THE RANDLE RANGER STATION
 SB0788'OFFICE, AND 2 FEET SOUTH OF A REFERENCE POST.  NOTE-- THIS BENCH MARK
 SB0788'MAY HAVE BEEN DISTURBED AS MOST OF THE BENCH MARK POST IS EXPOSED, DUE
 SB0788'TO ROAD WIDENING OPERATIONS.  NOTE-- (USE WITH CAUTION).
 SB0788
 SB0788                          STATION RECOVERY (1989)
 SB0788
 SB0788'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0786 ***********************************************************************
 SB0786  DESIGNATION -  217 X
 SB0786  PID         -  SB0786
 SB0786  STATE/COUNTY-  WA/LEWIS
 SB0786  USGS QUAD   -  RANDLE (1994)
 SB0786
 SB0786                         *CURRENT SURVEY CONTROL
 SB0786  ___________________________________________________________________
 SB0786* NAD 83(1986)-  46 32 07.     (N)    121 57 29.     (W)     SCALED    
 SB0786* NAVD 88     -       276.279  (meters)     906.43   (feet)  ADJUSTED  
 SB0786  ___________________________________________________________________
 SB0786  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 SB0786  DYNAMIC HT  -         276.280 (meters)     906.43  (feet)  COMP
 SB0786  MODELED GRAV-     980,610.7   (mgal)                       NAVD 88
 SB0786
 SB0786  VERT ORDER  -  SECOND    CLASS 0
 SB0786
 SB0786.The horizontal coordinates were scaled from a topographic map and have
 SB0786.an estimated accuracy of +/- 6 seconds.
 SB0786
 SB0786.The orthometric height was determined by differential leveling
 SB0786.and adjusted by the National Geodetic Survey in June 1991..
 SB0786
 SB0786.The geoid height was determined by GEOID03.
 SB0786
 SB0786.The dynamic height is computed by dividing the NAVD 88
 SB0786.geopotential number by the normal gravity value computed on the
 SB0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0786.degrees latitude (g = 980.6199 gals.).
 SB0786
 SB0786.The modeled gravity was interpolated from observed gravity values.
 SB0786
 SB0786;                    North         East    Units  Estimated Accuracy
 SB0786;SPC WA S     -   134,630.      388,160.      MT  (+/- 180 meters Scaled)
 SB0786
 SB0786                          SUPERSEDED SURVEY CONTROL
 SB0786
 SB0786  NGVD 29 (??/??/92)  275.197  (m)          902.88   (f) ADJ UNCH    2 0
 SB0786
 SB0786.Superseded values are not recommended for survey control.
 SB0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0786.See file dsdata.txt to determine how the superseded data were derived.
 SB0786
 SB0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES798540(NAD 83)
 SB0786_MARKER: DD = SURVEY DISK
 SB0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0786_SP_SET: CONCRETE POST
 SB0786_STAMPING: 217 X 1945
 SB0786_MARK LOGO: USE   
 SB0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0786+STABILITY: SURFACE MOTION
 SB0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0786+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 SB0786
 SB0786  HISTORY     - Date     Condition        Report By
 SB0786  HISTORY     - 1945     MONUMENTED       DOD
 SB0786  HISTORY     - 1946     GOOD             NGS
 SB0786  HISTORY     - 1987     GOOD             USPSQD
 SB0786  HISTORY     - 19870717 GOOD             LOCSUR
 SB0786  HISTORY     - 19870717 GOOD             LOCENG
 SB0786  HISTORY     - 20020912 GOOD             NGS
 SB0786
 SB0786                          STATION DESCRIPTION
 SB0786
 SB0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0786'IN RANDLE.
 SB0786'240 FEET WEST OF JUNCTION OF STATE HIGHWAY 5 AND THE MT. ADAMS
 SB0786'HIGHWAY, 100 FEET NORTHEAST OF THE RANDLE POST OFFICE, 32 FEET NORTH
 SB0786'OF THE CENTERLINE OF THE HIGHWAY, 14 FEET EAST OF THE CENTERLINE OF
 SB0786'MILL CREEK, 4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE PACIFIC
 SB0786'DAIRYMANS STORE, AND 2 FEET SOUTH OF A REFERENCE POST.
 SB0786
 SB0786                          STATION RECOVERY (1987)
 SB0786
 SB0786'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SB0786'RECOVERED IN GOOD CONDITION.
 SB0786
 SB0786                          STATION RECOVERY (1987)
 SB0786
 SB0786'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (RS)
 SB0786'RECOVERED IN GOOD CONDITION.
 SB0786
 SB0786                          STATION RECOVERY (1987)
 SB0786
 SB0786'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 SB0786'RECOVERED IN GOOD CONDITION.
 SB0786
 SB0786                          STATION RECOVERY (2002)
 SB0786
 SB0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 SB0786'STATION IS IN RANDLE, AT NW CORNER OF BOYD ROAD AND SILVERBRACK ROAD
 SB0786'(OLD  ROUTES WA 5, US 12 AND US 14), 240 FEET WEST OF CHILCOAT AVE.
 SB0786'(WHICH IS EXTENSION OF ROUTE WA 131, ACROSS NEW US 12 ALIGNMENT).
 SB0786'DAIRYMANS STORE IS NOW A CHURCH OF THE NAZARENE BUILDING. FORMER POST
 SB0786'OFFICE IS NOW LIBRARY. MARK IS  0.2 M EAST OF WITNESS POST. CREEK MAY
 SB0786'BE MILLER CREEK. THIS IS GRAVITY BASE STATION 'RANDLE.'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0784 ***********************************************************************
 SB0784  DESIGNATION -  217 Z USE
 SB0784  PID         -  SB0784
 SB0784  STATE/COUNTY-  WA/LEWIS
 SB0784  USGS QUAD   -  RANDLE (1994)
 SB0784
 SB0784                         *CURRENT SURVEY CONTROL
 SB0784  ___________________________________________________________________
 SB0784* NAD 83(1986)-  46 31 35.     (N)    121 58 48.     (W)     SCALED    
 SB0784* NAVD 88     -       269.193  (meters)     883.18   (feet)  ADJUSTED  
 SB0784  ___________________________________________________________________
 SB0784  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 SB0784  DYNAMIC HT  -         269.194 (meters)     883.18  (feet)  COMP
 SB0784  MODELED GRAV-     980,613.0   (mgal)                       NAVD 88
 SB0784
 SB0784  VERT ORDER  -  SECOND    CLASS 0
 SB0784
 SB0784.The horizontal coordinates were scaled from a topographic map and have
 SB0784.an estimated accuracy of +/- 6 seconds.
 SB0784
 SB0784.The orthometric height was determined by differential leveling
 SB0784.and adjusted by the National Geodetic Survey in June 1991..
 SB0784
 SB0784.The geoid height was determined by GEOID03.
 SB0784
 SB0784.The dynamic height is computed by dividing the NAVD 88
 SB0784.geopotential number by the normal gravity value computed on the
 SB0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0784.degrees latitude (g = 980.6199 gals.).
 SB0784
 SB0784.The modeled gravity was interpolated from observed gravity values.
 SB0784
 SB0784;                    North         East    Units  Estimated Accuracy
 SB0784;SPC WA S     -   133,670.      386,460.      MT  (+/- 180 meters Scaled)
 SB0784
 SB0784                          SUPERSEDED SURVEY CONTROL
 SB0784
 SB0784  NGVD 29 (??/??/92)  268.111  (m)          879.63   (f) ADJ UNCH    2 0
 SB0784
 SB0784.Superseded values are not recommended for survey control.
 SB0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0784.See file dsdata.txt to determine how the superseded data were derived.
 SB0784
 SB0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES782530(NAD 83)
 SB0784_MARKER: DD = SURVEY DISK
 SB0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0784_STAMPING: 217 Z 1945
 SB0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0784+STABILITY: SURFACE MOTION
 SB0784
 SB0784  HISTORY     - Date     Condition        Report By
 SB0784  HISTORY     - 1945     MONUMENTED       DOD
 SB0784  HISTORY     - 1961     MARK NOT FOUND   NGS
 SB0784
 SB0784                          STATION DESCRIPTION
 SB0784
 SB0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0784'1.6 MI SW FROM RANDLE.
 SB0784'0.8 MILE WEST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0784'0.8 MILE SOUTHWEST ALONG THE COWLITZ FALLS ROAD, SET IN THE TOP OF A
 SB0784'CONCRETE POST, 12 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET
 SB0784'SOUTHEAST OF A POWER LINE POLE REA NO. A3-2-6, AND 2 FEET NORTH OF A
 SB0784'REFERENCE POST.  NOTE-- MAY HAVE BEEN COVERED OVER OR DESTROYED BY
 SB0784'ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0780 ***********************************************************************
 SY0780  DESIGNATION -  217.7 USGS
 SY0780  PID         -  SY0780
 SY0780  STATE/COUNTY-  WA/MASON
 SY0780  USGS QUAD   -  MASON LAKE (1994)
 SY0780
 SY0780                         *CURRENT SURVEY CONTROL
 SY0780  ___________________________________________________________________
 SY0780* NAD 83(1986)-  47 16 54.     (N)    122 57 38.     (W)     SCALED    
 SY0780* NAVD 88     -        67.439  (meters)     221.26   (feet)  POSTED    
 SY0780  ___________________________________________________________________
 SY0780  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 SY0780  DYNAMIC HT  -          67.450 (meters)     221.29  (feet)  COMP
 SY0780  MODELED GRAV-     980,781.6   (mgal)                       NAVD 88
 SY0780
 SY0780  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0780
 SY0780.The horizontal coordinates were scaled from a topographic map and have
 SY0780.an estimated accuracy of +/- 6 seconds.
 SY0780
 SY0780.The orthometric height was determined by differential leveling
 SY0780.and adjusted by the National Geodetic Survey in 1992..
 SY0780.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0780.rate of 0.0 thru 1.0 mm/km.
 SY0780
 SY0780.The geoid height was determined by GEOID03.
 SY0780
 SY0780.The dynamic height is computed by dividing the NAVD 88
 SY0780.geopotential number by the normal gravity value computed on the
 SY0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0780.degrees latitude (g = 980.6199 gals.).
 SY0780
 SY0780.The modeled gravity was interpolated from observed gravity values.
 SY0780
 SY0780;                    North         East    Units  Estimated Accuracy
 SY0780;SPC WA S     -   219,470.      313,880.      MT  (+/- 180 meters Scaled)
 SY0780
 SY0780                          SUPERSEDED SURVEY CONTROL
 SY0780
 SY0780  NGVD 29 (??/??/??)   66.378  (m)          217.78   (f) ADJUSTED    1 2
 SY0780
 SY0780.Superseded values are not recommended for survey control.
 SY0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0780.See file dsdata.txt to determine how the superseded data were derived.
 SY0780
 SY0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET029364(NAD 83)
 SY0780_MARKER: N = NAIL
 SY0780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0780_SP_SET: PINE TREE
 SY0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0780
 SY0780  HISTORY     - Date     Condition        Report By
 SY0780  HISTORY     - UNK      MONUMENTED       USGS
 SY0780  HISTORY     - 1944     GOOD             CGS
 SY0780
 SY0780                          STATION DESCRIPTION
 SY0780
 SY0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0780'8.9 MI NE FROM SHELTON.
 SY0780'8.9 MILES NORTHEAST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY0780'SHELTON, MASON COUNTY, AT THE JUNCTION OF A SIDE ROAD LEADING NORTH,
 SY0780'34.3 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.4 FEET WEST
 SY0780'OF THE CENTERLINE OF THE ROAD, 57.2 FEET NORTH OF TELEPHONE POLE 236,
 SY0780'AT A PINE TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE, AND IN A
 SY0780'ROOT ON THE NORTHEAST SIDE OF THE TREE.  A UNITED STATES GEOLOGICAL
 SY0780'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0360 ***********************************************************************
 TO0360  DESIGNATION -  2179.02 BPR
 TO0360  PID         -  TO0360
 TO0360  STATE/COUNTY-  WA/PEND OREILLE
 TO0360  USGS QUAD   -  
 TO0360
 TO0360                         *CURRENT SURVEY CONTROL
 TO0360  ___________________________________________________________________
 TO0360* NAD 83(1986)-  49 00 00.     (N)    117 18 00.     (W)     SCALED    
 TO0360* NAVD 88     -       780.566  (meters)    2560.91   (feet)  ADJUSTED  
 TO0360  ___________________________________________________________________
 TO0360  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 TO0360  DYNAMIC HT  -         780.651 (meters)    2561.19  (feet)  COMP
 TO0360  MODELED GRAV-     980,693.8   (mgal)                       NAVD 88
 TO0360
 TO0360  VERT ORDER  -  FIRST     CLASS II
 TO0360
 TO0360.The horizontal coordinates were scaled from a topographic map and have
 TO0360.an estimated accuracy of +/- 6 seconds.
 TO0360
 TO0360.The orthometric height was determined by differential leveling
 TO0360.and adjusted by the National Geodetic Survey in June 1991..
 TO0360
 TO0360.The geoid height was determined by GEOID03.
 TO0360
 TO0360.The dynamic height is computed by dividing the NAVD 88
 TO0360.geopotential number by the normal gravity value computed on the
 TO0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0360.degrees latitude (g = 980.6199 gals.).
 TO0360
 TO0360.The modeled gravity was interpolated from observed gravity values.
 TO0360
 TO0360;                    North         East    Units  Estimated Accuracy
 TO0360;SPC WA N     -   228,310.      758,470.      MT  (+/- 180 meters Scaled)
 TO0360
 TO0360                          SUPERSEDED SURVEY CONTROL
 TO0360
 TO0360  NGVD 29 (??/??/92)  779.314  (m)         2556.80   (f) ADJ UNCH    1 2
 TO0360
 TO0360.Superseded values are not recommended for survey control.
 TO0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0360.See file dsdata.txt to determine how the superseded data were derived.
 TO0360
 TO0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ780274(NAD 83)
 TO0360_MARKER: DD = SURVEY DISK
 TO0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0360_STAMPING: 2179.02 1933
 TO0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0360+STABILITY: SURFACE MOTION
 TO0360
 TO0360  HISTORY     - Date     Condition        Report By
 TO0360  HISTORY     - 1933     MONUMENTED       BPR
 TO0360  HISTORY     - 1942     GOOD             NGS
 TO0360  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0360  HISTORY     - 20060719 MARK NOT FOUND   WADNR
 TO0360
 TO0360                          STATION DESCRIPTION
 TO0360
 TO0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0360'INTERNATIONAL BOUNDARY.
 TO0360'LOCATED ALONG WASHINGTON STATE HIGHWAY NO. 6, AT INTERNATIONAL
 TO0360'BOUNDARY OF UNITED STATES AND CANADA, 42 FEET EAST OF EAST CORNER OF
 TO0360'DRIVEWAY OF U.S. CUSTOM HOUSE, 42 FEET EAST OF FLAG POLE, WITNESS POST
 TO0360'SET.  A DISK SET IN A CONCRETE POST.
 TO0360
 TO0360                          STATION RECOVERY (1980)
 TO0360
 TO0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0360'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
 TO0360
 TO0360                          STATION RECOVERY (2006)
 TO0360
 TO0360'RECOVERY NOTE BY WA DEPT OF NAT RES 2006 (DLS)
 TO0360'THE AREA HAS CHANGED SINCE THE LAST RECOVERY.  THE POSITION IS EAST 42
 TO0360'FT FROM AN EXISTING OLD FLAG POLE AND THE AREA IS DISTURBED BY
 TO0360'UNDERGROUND POWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0783 ***********************************************************************
 SB0783  DESIGNATION -  218 A USE
 SB0783  PID         -  SB0783
 SB0783  STATE/COUNTY-  WA/LEWIS
 SB0783  USGS QUAD   -  RANDLE (1994)
 SB0783
 SB0783                         *CURRENT SURVEY CONTROL
 SB0783  ___________________________________________________________________
 SB0783* NAD 83(1986)-  46 31 11.     (N)    121 58 48.     (W)     SCALED    
 SB0783* NAVD 88     -       269.419  (meters)     883.92   (feet)  ADJUSTED  
 SB0783  ___________________________________________________________________
 SB0783  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 SB0783  DYNAMIC HT  -         269.420 (meters)     883.92  (feet)  COMP
 SB0783  MODELED GRAV-     980,614.5   (mgal)                       NAVD 88
 SB0783
 SB0783  VERT ORDER  -  SECOND    CLASS 0
 SB0783
 SB0783.The horizontal coordinates were scaled from a topographic map and have
 SB0783.an estimated accuracy of +/- 6 seconds.
 SB0783
 SB0783.The orthometric height was determined by differential leveling
 SB0783.and adjusted by the National Geodetic Survey in June 1991..
 SB0783
 SB0783.The geoid height was determined by GEOID03.
 SB0783
 SB0783.The dynamic height is computed by dividing the NAVD 88
 SB0783.geopotential number by the normal gravity value computed on the
 SB0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0783.degrees latitude (g = 980.6199 gals.).
 SB0783
 SB0783.The modeled gravity was interpolated from observed gravity values.
 SB0783
 SB0783;                    North         East    Units  Estimated Accuracy
 SB0783;SPC WA S     -   132,930.      386,450.      MT  (+/- 180 meters Scaled)
 SB0783
 SB0783                          SUPERSEDED SURVEY CONTROL
 SB0783
 SB0783  NGVD 29 (??/??/92)  268.338  (m)          880.37   (f) ADJ UNCH    2 0
 SB0783
 SB0783.Superseded values are not recommended for survey control.
 SB0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0783.See file dsdata.txt to determine how the superseded data were derived.
 SB0783
 SB0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES782523(NAD 83)
 SB0783_MARKER: DD = SURVEY DISK
 SB0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0783_STAMPING: 218 A 1945
 SB0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0783+STABILITY: SURFACE MOTION
 SB0783
 SB0783  HISTORY     - Date     Condition        Report By
 SB0783  HISTORY     - 1945     MONUMENTED       DOD
 SB0783  HISTORY     - 1961     MARK NOT FOUND   NGS
 SB0783
 SB0783                          STATION DESCRIPTION
 SB0783
 SB0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0783'2.1 MI SW FROM RANDLE.
 SB0783'0.8 MILE WEST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0783'1.6 MILES SOUTHWEST ALONG THE COWLITZ FALLS ROAD, SET IN THE TOP OF A
 SB0783'CONCRETE POST, AT THE SOUTH END OF A LONG ROAD TANGENT, 83 FEET
 SB0783'SOUTHEAST OF A POWER LINE POLE REA NO. A3-2-12, 46 FEET WEST OF A
 SB0783'TELEPHONE POLE, 20 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 2
 SB0783'FEET NORTHEAST OF A REFERENCE POST.  NOTE-- MAY HAVE BEEN DESTROYED
 SB0783'DURING ROAD WIDENING OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0782 ***********************************************************************
 SB0782  DESIGNATION -  218 B USE
 SB0782  PID         -  SB0782
 SB0782  STATE/COUNTY-  WA/LEWIS
 SB0782  USGS QUAD   -  RANDLE (1994)
 SB0782
 SB0782                         *CURRENT SURVEY CONTROL
 SB0782  ___________________________________________________________________
 SB0782* NAD 83(1986)-  46 30 35.     (N)    121 59 23.     (W)     SCALED    
 SB0782* NAVD 88     -       272.188  (meters)     893.00   (feet)  ADJUSTED  
 SB0782  ___________________________________________________________________
 SB0782  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 SB0782  DYNAMIC HT  -         272.190 (meters)     893.01  (feet)  COMP
 SB0782  MODELED GRAV-     980,614.8   (mgal)                       NAVD 88
 SB0782
 SB0782  VERT ORDER  -  SECOND    CLASS 0
 SB0782
 SB0782.The horizontal coordinates were scaled from a topographic map and have
 SB0782.an estimated accuracy of +/- 6 seconds.
 SB0782
 SB0782.The orthometric height was determined by differential leveling
 SB0782.and adjusted by the National Geodetic Survey in June 1991..
 SB0782
 SB0782.The geoid height was determined by GEOID03.
 SB0782
 SB0782.The dynamic height is computed by dividing the NAVD 88
 SB0782.geopotential number by the normal gravity value computed on the
 SB0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0782.degrees latitude (g = 980.6199 gals.).
 SB0782
 SB0782.The modeled gravity was interpolated from observed gravity values.
 SB0782
 SB0782;                    North         East    Units  Estimated Accuracy
 SB0782;SPC WA S     -   131,840.      385,680.      MT  (+/- 180 meters Scaled)
 SB0782
 SB0782                          SUPERSEDED SURVEY CONTROL
 SB0782
 SB0782  NGVD 29 (??/??/92)  271.107  (m)          889.46   (f) ADJ UNCH    2 0
 SB0782
 SB0782.Superseded values are not recommended for survey control.
 SB0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0782.See file dsdata.txt to determine how the superseded data were derived.
 SB0782
 SB0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES775511(NAD 83)
 SB0782_MARKER: DD = SURVEY DISK
 SB0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0782_STAMPING: 218 B 1945
 SB0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0782+STABILITY: SURFACE MOTION
 SB0782
 SB0782  HISTORY     - Date     Condition        Report By
 SB0782  HISTORY     - 1945     MONUMENTED       DOD
 SB0782  HISTORY     - 1946     GOOD             NGS
 SB0782  HISTORY     - 1987     GOOD             USPSQD
 SB0782
 SB0782                          STATION DESCRIPTION
 SB0782
 SB0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0782'3.3 MI SW FROM RANDLE.
 SB0782'0.8 MILE WEST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0782'2.5 MILES SOUTHWEST ALONG THE COWLITZ FALLS ROAD, SET IN A CONCRETE
 SB0782'POST, 149 FEET NORTHEAST OF TRANSFORMER POWER LINE POLE REA NO.
 SB0782'3-2-28, 48 FEET WEST OF A YELLOW HOUSE, 21 FEET EAST OF THE CENTERLINE
 SB0782'OF THE ROAD, 2 FEET WEST OF A T FENCE CORNER, AND 2 FEET SOUTH OF A
 SB0782'REFERENCE POST.
 SB0782
 SB0782                          STATION RECOVERY (1987)
 SB0782
 SB0782'RECOVERY NOTE BY US POWER SQUADRON 1987 (ERR)
 SB0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0781 ***********************************************************************
 SB0781  DESIGNATION -  218 C USE
 SB0781  PID         -  SB0781
 SB0781  STATE/COUNTY-  WA/LEWIS
 SB0781  USGS QUAD   -  RANDLE (1994)
 SB0781
 SB0781                         *CURRENT SURVEY CONTROL
 SB0781  ___________________________________________________________________
 SB0781* NAD 83(1991)-  46 30 21.81220(N)    121 59 24.22353(W)     ADJUSTED  
 SB0781* NAVD 88     -       268.134  (meters)     879.70   (feet)  ADJUSTED  
 SB0781  ___________________________________________________________________
 SB0781  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 SB0781  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 SB0781  DYNAMIC HT  -         268.136 (meters)     879.71  (feet)  COMP
 SB0781  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 SB0781
 SB0781  HORZ ORDER  -  SECOND
 SB0781  VERT ORDER  -  SECOND    CLASS 0
 SB0781
 SB0781.The horizontal coordinates were established by classical geodetic methods
 SB0781.and adjusted by the National Geodetic Survey in December 1991..
 SB0781
 SB0781.The orthometric height was determined by differential leveling
 SB0781.and adjusted by the National Geodetic Survey in June 1991..
 SB0781
 SB0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0781
 SB0781.The geoid height was determined by GEOID03.
 SB0781
 SB0781.The dynamic height is computed by dividing the NAVD 88
 SB0781.geopotential number by the normal gravity value computed on the
 SB0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0781.degrees latitude (g = 980.6199 gals.).
 SB0781
 SB0781.The modeled gravity was interpolated from observed gravity values.
 SB0781
 SB0781;                    North         East     Units Scale Factor Converg.
 SB0781;SPC WA S     -   131,428.134   385,648.137   MT  0.99991555   -1 04 56.5
 SB0781;SPC WA S     -   431,193.80  1,265,247.26   sFT  0.99991555   -1 04 56.5
 SB0781;UTM  10      - 5,150,772.051   577,485.629   MT  0.99967380   +0 43 57.7
 SB0781
 SB0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0781!SPC WA S     -   0.99996119  x   0.99991555  =   0.99987674
 SB0781!UTM  10      -   0.99996119  x   0.99967380  =   0.99963500
 SB0781
 SB0781                          SUPERSEDED SURVEY CONTROL
 SB0781
 SB0781  NAD 83(1986)-  46 30 21.82823(N)    121 59 24.23484(W) AD(       ) 2
 SB0781  NAD 27      -  46 30 22.42800(N)    121 59 19.89900(W) AD(       ) 2
 SB0781  NGVD 29 (??/??/92)  267.054  (m)          876.16   (f) ADJ UNCH    2 0
 SB0781
 SB0781.Superseded values are not recommended for survey control.
 SB0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0781.See file dsdata.txt to determine how the superseded data were derived.
 SB0781
 SB0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES7748650772(NAD 83)
 SB0781_MARKER: DD = SURVEY DISK
 SB0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0781_STAMPING: 218 C 1945
 SB0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0781+STABILITY: SURFACE MOTION
 SB0781
 SB0781  HISTORY     - Date     Condition        Report By
 SB0781  HISTORY     - 1946     MONUMENTED       USE
 SB0781  HISTORY     - 1946     GOOD             NGS
 SB0781
 SB0781                          STATION DESCRIPTION
 SB0781
 SB0781'DESCRIBED BY US ENGINEERS 1946
 SB0781'STATION ORCHARD IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF RANDLE, ON
 SB0781'THE NORTH SIDE OF THE COWLITZ RIVER, ON THE INSIDE OF A 90 DEGREE
 SB0781'CURVE OF THE COWLITZ FALLS ROAD, AND ABOUT 300 YARDS NORTH OF THE
 SB0781'MAX OGEN FARM HOUSE.
 SB0781'
 SB0781'TO REACH STATION ORCHARD FROM THE POST OFFICE IN RANDLE GO WEST ON
 SB0781'STATE HIGHWAY 5 FOR 0.8 MILE TO GRAVEL ROAD LEFT AND SIGN COWLITZ
 SB0781'FALLS, TURN LEFT ON THE COWLITZ FALLS ROAD FOR 2.9 MILES TO THE
 SB0781'STATION ON THE RIGHT AT CURVE IN THE ROAD.
 SB0781'
 SB0781'THE BENCH MARK IS A STANDARD BRONZE UNITED STATES ARMY ENGINEERS
 SB0781'BENCH MARK SET IN A SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 4
 SB0781'INCHES, 5 FEET WEST OF A FENCE LINE, 5 FEET NORTH OF A LARGE DOUBLE
 SB0781'FIR TREE, AND ABOUT 30 FEET NORTHWEST OF AN OLD TOOL SHED ON THE
 SB0781'EAST SIDE OF THE ROAD.  STAMPED 218 C 1945.
 SB0781
 SB0781                          STATION RECOVERY (1946)
 SB0781
 SB0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 SB0781'3.6 MI SW FROM RANDLE.
 SB0781'0.8 MILE WEST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0781'2.8 MILES SOUTHEAST ALONG THE COWLITZ FALLS ROAD, SET IN THE TOP OF A
 SB0781'CONCRETE POST, 47 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD AT A
 SB0781'CURVE, 39 FEET EAST OF A POWER LINE POLE REA NO. A3-2-31, 26 FEET
 SB0781'NORTH OF THE NORTHEAST CORNER OF A LOG HOUSE, 6 FEET EAST OF A 30-INCH
 SB0781'FIR TREE PAINTED USGS PTBM 875, 5 FEET NORTH OF A FENCE LINE, AND 2
 SB0781'FEET NORTH OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0047 ***********************************************************************
 SC0047  DESIGNATION -  218 D
 SC0047  PID         -  SC0047
 SC0047  STATE/COUNTY-  WA/LEWIS
 SC0047  USGS QUAD   -  KIONA PEAK (1993)
 SC0047
 SC0047                         *CURRENT SURVEY CONTROL
 SC0047  ___________________________________________________________________
 SC0047* NAD 83(1986)-  46 30 21.     (N)    122 00 41.     (W)     SCALED    
 SC0047* NAVD 88     -       280.642  (meters)     920.74   (feet)  ADJUSTED  
 SC0047  ___________________________________________________________________
 SC0047  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 SC0047  DYNAMIC HT  -         280.644 (meters)     920.75  (feet)  COMP
 SC0047  MODELED GRAV-     980,615.2   (mgal)                       NAVD 88
 SC0047
 SC0047  VERT ORDER  -  SECOND    CLASS 0
 SC0047
 SC0047.The horizontal coordinates were scaled from a topographic map and have
 SC0047.an estimated accuracy of +/- 6 seconds.
 SC0047
 SC0047.The orthometric height was determined by differential leveling
 SC0047.and adjusted by the National Geodetic Survey in June 1991..
 SC0047
 SC0047.The geoid height was determined by GEOID03.
 SC0047
 SC0047.The dynamic height is computed by dividing the NAVD 88
 SC0047.geopotential number by the normal gravity value computed on the
 SC0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0047.degrees latitude (g = 980.6199 gals.).
 SC0047
 SC0047.The modeled gravity was interpolated from observed gravity values.
 SC0047
 SC0047;                    North         East    Units  Estimated Accuracy
 SC0047;SPC WA S     -   131,430.      384,010.      MT  (+/- 180 meters Scaled)
 SC0047
 SC0047                          SUPERSEDED SURVEY CONTROL
 SC0047
 SC0047  NGVD 29 (??/??/92)  279.562  (m)          917.20   (f) ADJ UNCH    2 0
 SC0047
 SC0047.Superseded values are not recommended for survey control.
 SC0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0047.See file dsdata.txt to determine how the superseded data were derived.
 SC0047
 SC0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES758507(NAD 83)
 SC0047_MARKER: DD = SURVEY DISK
 SC0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0047_STAMPING: 218 D 1945
 SC0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0047+STABILITY: SURFACE MOTION
 SC0047
 SC0047  HISTORY     - Date     Condition        Report By
 SC0047  HISTORY     - 1945     MONUMENTED       DOD
 SC0047  HISTORY     - 1946     GOOD             NGS
 SC0047
 SC0047                          STATION DESCRIPTION
 SC0047
 SC0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SC0047'4.6 MI SW FROM RANDLE.
 SC0047'0.8 MILE WEST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SC0047'3.8 MILES SOUTHWEST ALONG THE COWLITZ FALLS ROAD, SET IN THE TOP OF A
 SC0047'CONCRETE POST, 67 FEET WEST OF A T ROAD SOUTH, 17 FEET SOUTH OF THE
 SC0047'CENTERLINE OF THE ROAD, 12 FEET NORTHWEST OF A 24-INCH FIR TREE
 SC0047'SCRIBED JK AS A CRUISERS MARK, AND 2 FEET NORTH OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0045 ***********************************************************************
 SC0045  DESIGNATION -  218 E
 SC0045  PID         -  SC0045
 SC0045  STATE/COUNTY-  WA/LEWIS
 SC0045  USGS QUAD   -  KIONA PEAK (1993)
 SC0045
 SC0045                         *CURRENT SURVEY CONTROL
 SC0045  ___________________________________________________________________
 SC0045* NAD 83(1986)-  46 30 34.     (N)    122 02 55.     (W)     SCALED    
 SC0045* NAVD 88     -       275.709  (meters)     904.56   (feet)  ADJUSTED  
 SC0045  ___________________________________________________________________
 SC0045  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 SC0045  DYNAMIC HT  -         275.712 (meters)     904.57  (feet)  COMP
 SC0045  MODELED GRAV-     980,619.3   (mgal)                       NAVD 88
 SC0045
 SC0045  VERT ORDER  -  SECOND    CLASS 0
 SC0045
 SC0045.The horizontal coordinates were scaled from a topographic map and have
 SC0045.an estimated accuracy of +/- 6 seconds.
 SC0045
 SC0045.The orthometric height was determined by differential leveling
 SC0045.and adjusted by the National Geodetic Survey in June 1991..
 SC0045
 SC0045.The geoid height was determined by GEOID03.
 SC0045
 SC0045.The dynamic height is computed by dividing the NAVD 88
 SC0045.geopotential number by the normal gravity value computed on the
 SC0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0045.degrees latitude (g = 980.6199 gals.).
 SC0045
 SC0045.The modeled gravity was interpolated from observed gravity values.
 SC0045
 SC0045;                    North         East    Units  Estimated Accuracy
 SC0045;SPC WA S     -   131,890.      381,160.      MT  (+/- 180 meters Scaled)
 SC0045
 SC0045                          SUPERSEDED SURVEY CONTROL
 SC0045
 SC0045  NGVD 29 (??/??/92)  274.630  (m)          901.02   (f) ADJ UNCH    2 0
 SC0045
 SC0045.Superseded values are not recommended for survey control.
 SC0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0045.See file dsdata.txt to determine how the superseded data were derived.
 SC0045
 SC0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES729510(NAD 83)
 SC0045_MARKER: DD = SURVEY DISK
 SC0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0045_STAMPING: 218 E 1945
 SC0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0045+STABILITY: SURFACE MOTION
 SC0045
 SC0045  HISTORY     - Date     Condition        Report By
 SC0045  HISTORY     - 1945     MONUMENTED       DOD
 SC0045  HISTORY     - 1946     GOOD             NGS
 SC0045
 SC0045                          STATION DESCRIPTION
 SC0045
 SC0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SC0045'6.6 MI SW FROM RANDLE.
 SC0045'0.8 MILE WEST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SC0045'5.8 MILES SOUTHWEST ALONG THE COWLITZ FALLS ROAD, SET IN THE TOP OF A
 SC0045'CONCRETE POST, AT THE SOUTHEAST CORNER OF A SMALL GARDEN PATCH, 156
 SC0045'FEET SOUTHEAST OF CORNER OF A SMALL UNPAINTED HOUSE, 14 FEET NORTH OF
 SC0045'THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A FENCE CORNER, AND 2 FEET
 SC0045'SOUTH OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0044 ***********************************************************************
 SC0044  DESIGNATION -  218 F
 SC0044  PID         -  SC0044
 SC0044  STATE/COUNTY-  WA/LEWIS
 SC0044  USGS QUAD   -  KIONA PEAK (1993)
 SC0044
 SC0044                         *CURRENT SURVEY CONTROL
 SC0044  ___________________________________________________________________
 SC0044* NAD 83(1991)-  46 30 32.56255(N)    122 03 12.68874(W)     ADJUSTED  
 SC0044* NAVD 88     -       279.618  (meters)     917.38   (feet)  ADJUSTED  
 SC0044  ___________________________________________________________________
 SC0044  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 SC0044  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 SC0044  DYNAMIC HT  -         279.621 (meters)     917.39  (feet)  COMP
 SC0044  MODELED GRAV-     980,620.3   (mgal)                       NAVD 88
 SC0044
 SC0044  HORZ ORDER  -  SECOND
 SC0044  VERT ORDER  -  SECOND    CLASS 0
 SC0044
 SC0044.The horizontal coordinates were established by classical geodetic methods
 SC0044.and adjusted by the National Geodetic Survey in December 1991..
 SC0044
 SC0044.The orthometric height was determined by differential leveling
 SC0044.and adjusted by the National Geodetic Survey in June 1991..
 SC0044
 SC0044.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0044
 SC0044.The geoid height was determined by GEOID03.
 SC0044
 SC0044.The dynamic height is computed by dividing the NAVD 88
 SC0044.geopotential number by the normal gravity value computed on the
 SC0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0044.degrees latitude (g = 980.6199 gals.).
 SC0044
 SC0044.The modeled gravity was interpolated from observed gravity values.
 SC0044
 SC0044;                    North         East     Units Scale Factor Converg.
 SC0044;SPC WA S     -   131,853.956   380,784.982   MT  0.99991548   -1 07 42.5
 SC0044;SPC WA S     -   432,590.85  1,249,292.06   sFT  0.99991548   -1 07 42.5
 SC0044;UTM  10      - 5,151,043.556   572,612.627   MT  0.99966481   +0 41 12.1
 SC0044
 SC0044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0044!SPC WA S     -   0.99995940  x   0.99991548  =   0.99987488
 SC0044!UTM  10      -   0.99995940  x   0.99966481  =   0.99962422
 SC0044
 SC0044                          SUPERSEDED SURVEY CONTROL
 SC0044
 SC0044  NAD 83(1991)-  46 30 32.56656(N)    122 03 12.68340(W) AD(       ) 2
 SC0044  NAD 83(1986)-  46 30 32.57927(N)    122 03 12.70250(W) AD(       ) 2
 SC0044  NAD 27      -  46 30 33.18200(N)    122 03 08.35800(W) AD(       ) 2
 SC0044  NGVD 29 (??/??/92)  278.539  (m)          913.84   (f) ADJ UNCH    2 0
 SC0044
 SC0044.Superseded values are not recommended for survey control.
 SC0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0044.See file dsdata.txt to determine how the superseded data were derived.
 SC0044
 SC0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES7261351044(NAD 83)
 SC0044_MARKER: DD = SURVEY DISK
 SC0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0044_STAMPING: 218 F 1945
 SC0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0044+STABILITY: SURFACE MOTION
 SC0044
 SC0044  HISTORY     - Date     Condition        Report By
 SC0044  HISTORY     - 1946     MONUMENTED       USE
 SC0044  HISTORY     - 1946     GOOD             NGS
 SC0044
 SC0044                          STATION DESCRIPTION
 SC0044
 SC0044'DESCRIBED BY US ENGINEERS 1946
 SC0044'STATION HUFF IS LOCATED ON THE NORTH SIDE OF THE COWLITZ RIVER
 SC0044'ABOUT 5 MILES WEST OF RANDLE, ON THE EAST SIDE OF A SMALL HILL
 SC0044'ABOUT 150 FEET WEST OF 218 F USAE AND ABOUT 12 MILES SOUTHEAST OF
 SC0044'MORTON.
 SC0044'
 SC0044'STATION 218 F 1945 USAE IS USED AS REFERENCE MARK NO. 1.  IT IS
 SC0044'A BRONZE U.S. ARMY ENGINEERS BM SET IN AN 8X8 CEMENT POST
 SC0044'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 24 FEET WEST OF THE
 SC0044'APPROXIMATE CENTER OF THE ROAD AND IS WITNESSED BY A WHITE WITNESS
 SC0044'POST.
 SC0044'
 SC0044'TO REACH STATION HUFF FROM THE POST OFFICE IN RANDLE GO WEST ON
 SC0044'STATE HIGHWAY NO. 5 FOR 0.85 MILE TO A GRAVEL ROAD ON THE LEFT AND
 SC0044'A SIGN, CISPUS 12 COWLITZ FALLS, TURN LEFT AND FOLLOW THIS ROAD FOR
 SC0044'5 MILES TO A T INTERSECTION, TURN LEFT AT THE T INTERSECTION AND
 SC0044'GO FOR 1.10 MILES TO A CROSSROADS, TURN RIGHT AND GO 0.05 MILE TO
 SC0044'THE END OF TRUCK TRAVEL.  THE STATION IS ABOUT 25 YARDS WEST OF
 SC0044'THIS POINT.
 SC0044
 SC0044                          STATION RECOVERY (1946)
 SC0044
 SC0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 SC0044'6.8 MI SW FROM RANDLE.
 SC0044'0.8 MILES WEST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SC0044'6.0 MILES SOUTHWEST ALONG THE COWLITZ FALLS ROAD, SET IN THE TOP OF A
 SC0044'CONCRETE POST, 117 FEET SOUTHWEST OF AN L FENCE CORNER, 26 FEET
 SC0044'NORTHWEST OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTHWEST OF A LARGE
 SC0044'CEDAR STUMP, AND 2 FEET EAST OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0105 ***********************************************************************
 SC0105  DESIGNATION -  218 G
 SC0105  PID         -  SC0105
 SC0105  STATE/COUNTY-  WA/LEWIS
 SC0105  USGS QUAD   -  COWLITZ FALLS (1994)
 SC0105
 SC0105                         *CURRENT SURVEY CONTROL
 SC0105  ___________________________________________________________________
 SC0105* NAD 83(1986)-  46 29 55.     (N)    122 04 20.     (W)     SCALED    
 SC0105* NAVD 88     -       300.161  (meters)     984.78   (feet)  ADJUSTED  
 SC0105  ___________________________________________________________________
 SC0105  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SC0105  DYNAMIC HT  -         300.165 (meters)     984.79  (feet)  COMP
 SC0105  MODELED GRAV-     980,621.3   (mgal)                       NAVD 88
 SC0105
 SC0105  VERT ORDER  -  SECOND    CLASS 0
 SC0105
 SC0105.The horizontal coordinates were scaled from a topographic map and have
 SC0105.an estimated accuracy of +/- 6 seconds.
 SC0105
 SC0105.The orthometric height was determined by differential leveling
 SC0105.and adjusted by the National Geodetic Survey in June 1991..
 SC0105
 SC0105.The geoid height was determined by GEOID03.
 SC0105
 SC0105.The dynamic height is computed by dividing the NAVD 88
 SC0105.geopotential number by the normal gravity value computed on the
 SC0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0105.degrees latitude (g = 980.6199 gals.).
 SC0105
 SC0105.The modeled gravity was interpolated from observed gravity values.
 SC0105
 SC0105;                    North         East    Units  Estimated Accuracy
 SC0105;SPC WA S     -   130,720.      379,330.      MT  (+/- 180 meters Scaled)
 SC0105
 SC0105                          SUPERSEDED SURVEY CONTROL
 SC0105
 SC0105  NGVD 29 (??/??/92)  299.083  (m)          981.24   (f) ADJ UNCH    2 0
 SC0105
 SC0105.Superseded values are not recommended for survey control.
 SC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0105.See file dsdata.txt to determine how the superseded data were derived.
 SC0105
 SC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES711498(NAD 83)
 SC0105_MARKER: DD = SURVEY DISK
 SC0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0105_STAMPING: 218 G 1945
 SC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0105+STABILITY: SURFACE MOTION
 SC0105
 SC0105  HISTORY     - Date     Condition        Report By
 SC0105  HISTORY     - 1945     MONUMENTED       DOD
 SC0105  HISTORY     - 1946     GOOD             NGS
 SC0105  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0105
 SC0105                          STATION DESCRIPTION
 SC0105
 SC0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SC0105'7.8 MI E FROM KOSMOS.
 SC0105'0.7 MILE SOUTH ALONG THE KOSMOS TIMBER COMPANY ROAD FROM THE POST
 SC0105'OFFICE AT KOSMOS, 2.4 MILES SOUTHEAST ALONG THE KOSMOS TIMBER COMPANY
 SC0105'RAILROAD, 1.6 MILES EAST ALONG A KOSMOS TIMBER COMPANY LOGGING ROAD,
 SC0105'3.1 MILES NORTHEAST ALONG A COUNTY GRAVEL ROAD, SET IN THE TOP OF A
 SC0105'CONCRETE POST, 1500 FEET SOUTHWEST OF A LARGE SAWDUST PILE, 38 FEET
 SC0105'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 2 FEET SOUTHEAST OF A
 SC0105'REFERENCE POST.
 SC0105
 SC0105                          STATION RECOVERY (1981)
 SC0105
 SC0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0104 ***********************************************************************
 SC0104  DESIGNATION -  218 H
 SC0104  PID         -  SC0104
 SC0104  STATE/COUNTY-  WA/LEWIS
 SC0104  USGS QUAD   -  COWLITZ FALLS (1994)
 SC0104
 SC0104                         *CURRENT SURVEY CONTROL
 SC0104  ___________________________________________________________________
 SC0104* NAD 83(1986)-  46 29 45.     (N)    122 04 26.     (W)     SCALED    
 SC0104* NAVD 88     -       297.412  (meters)     975.76   (feet)  ADJUSTED  
 SC0104  ___________________________________________________________________
 SC0104  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SC0104  DYNAMIC HT  -         297.417 (meters)     975.78  (feet)  COMP
 SC0104  MODELED GRAV-     980,620.9   (mgal)                       NAVD 88
 SC0104
 SC0104  VERT ORDER  -  SECOND    CLASS 0
 SC0104
 SC0104.The horizontal coordinates were scaled from a topographic map and have
 SC0104.an estimated accuracy of +/- 6 seconds.
 SC0104
 SC0104.The orthometric height was determined by differential leveling
 SC0104.and adjusted by the National Geodetic Survey in June 1991..
 SC0104
 SC0104.The geoid height was determined by GEOID03.
 SC0104
 SC0104.The dynamic height is computed by dividing the NAVD 88
 SC0104.geopotential number by the normal gravity value computed on the
 SC0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0104.degrees latitude (g = 980.6199 gals.).
 SC0104
 SC0104.The modeled gravity was interpolated from observed gravity values.
 SC0104
 SC0104;                    North         East    Units  Estimated Accuracy
 SC0104;SPC WA S     -   130,420.      379,190.      MT  (+/- 180 meters Scaled)
 SC0104
 SC0104                          SUPERSEDED SURVEY CONTROL
 SC0104
 SC0104  NGVD 29 (??/??/92)  296.334  (m)          972.22   (f) ADJ UNCH    2 0
 SC0104
 SC0104.Superseded values are not recommended for survey control.
 SC0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0104.See file dsdata.txt to determine how the superseded data were derived.
 SC0104
 SC0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES710495(NAD 83)
 SC0104_MARKER: DD = SURVEY DISK
 SC0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0104_STAMPING: 218 H 1946
 SC0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0104+STABILITY: SURFACE MOTION
 SC0104
 SC0104  HISTORY     - Date     Condition        Report By
 SC0104  HISTORY     - 1946     MONUMENTED       DOD
 SC0104  HISTORY     - 1946     GOOD             NGS
 SC0104  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0104
 SC0104                          STATION DESCRIPTION
 SC0104
 SC0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SC0104'7.6 MI E FROM KOSMOS.
 SC0104'0.7 MILE SOUTH ALONG THE KOSMOS TIMBER COMPANY ROAD FROM THE POST
 SC0104'OFFICE AT KOSMOS, 2.4 MILES SOUTHEAST ALONG THE KOSMOS TIMBER COMPANY
 SC0104'RAILROAD, 1.6 MILES EAST ALONG A KOSMOS TIMBER COMPANY LOGGING ROAD,
 SC0104'2.9 MILES NORTHEAST ALONG A COUNTY GRAVEL ROAD, SET IN A CONCRETE
 SC0104'POST, 16 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 2 FEET EAST OF A
 SC0104'REFERENCE POST.
 SC0104
 SC0104                          STATION RECOVERY (1981)
 SC0104
 SC0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0102 ***********************************************************************
 SC0102  DESIGNATION -  218 J
 SC0102  PID         -  SC0102
 SC0102  STATE/COUNTY-  WA/LEWIS
 SC0102  USGS QUAD   -  COWLITZ FALLS (1994)
 SC0102
 SC0102                         *CURRENT SURVEY CONTROL
 SC0102  ___________________________________________________________________
 SC0102* NAD 83(1986)-  46 29 25.     (N)    122 05 15.     (W)     SCALED    
 SC0102* NAVD 88     -       289.998  (meters)     951.44   (feet)  ADJUSTED  
 SC0102  ___________________________________________________________________
 SC0102  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 SC0102  DYNAMIC HT  -         290.002 (meters)     951.45  (feet)  COMP
 SC0102  MODELED GRAV-     980,621.1   (mgal)                       NAVD 88
 SC0102
 SC0102  VERT ORDER  -  SECOND    CLASS 0
 SC0102
 SC0102.The horizontal coordinates were scaled from a topographic map and have
 SC0102.an estimated accuracy of +/- 6 seconds.
 SC0102
 SC0102.The orthometric height was determined by differential leveling
 SC0102.and adjusted by the National Geodetic Survey in June 1991..
 SC0102
 SC0102.The geoid height was determined by GEOID03.
 SC0102
 SC0102.The dynamic height is computed by dividing the NAVD 88
 SC0102.geopotential number by the normal gravity value computed on the
 SC0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0102.degrees latitude (g = 980.6199 gals.).
 SC0102
 SC0102.The modeled gravity was interpolated from observed gravity values.
 SC0102
 SC0102;                    North         East    Units  Estimated Accuracy
 SC0102;SPC WA S     -   129,820.      378,140.      MT  (+/- 180 meters Scaled)
 SC0102
 SC0102                          SUPERSEDED SURVEY CONTROL
 SC0102
 SC0102  NGVD 29 (??/??/92)  288.921  (m)          947.90   (f) ADJ UNCH    2 0
 SC0102
 SC0102.Superseded values are not recommended for survey control.
 SC0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0102.See file dsdata.txt to determine how the superseded data were derived.
 SC0102
 SC0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES700489(NAD 83)
 SC0102_MARKER: DD = SURVEY DISK
 SC0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0102_STAMPING: 218 J 1946
 SC0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0102+STABILITY: SURFACE MOTION
 SC0102
 SC0102  HISTORY     - Date     Condition        Report By
 SC0102  HISTORY     - 1946     MONUMENTED       DOD
 SC0102  HISTORY     - 1946     GOOD             NGS
 SC0102
 SC0102                          STATION DESCRIPTION
 SC0102
 SC0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SC0102'6.5 MI E FROM KOSMOS.
 SC0102'0.7 MILE SOUTH ALONG THE KOSMOS TIMBER COMPANY ROAD FROM THE POST
 SC0102'OFFICE AT KOSMOS, 2.4 MILES SOUTHEAST ALONG THE KOSMOS TIMBER COMPANY
 SC0102'RAILROAD, 1.6 MILES EAST ALONG A KOSMOS TIMBER COMPANY LOGGING ROAD,
 SC0102'1.8 MILES NORTHEAST ALONG A COUNTY GRAVEL ROAD, SET IN THE TOP OF A
 SC0102'CONCRETE POST, 67 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 46 FEET
 SC0102'EAST OF THE WEST POINT OF INTERSECTION WITH THE OLD ROAD, 14 FEET
 SC0102'SOUTH OF THE CENTERLINE OF THE OLD ROAD, 2 FEET ABOVE OLD ROAD GRADE,
 SC0102'AND 2 FEET NORTH OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0103 ***********************************************************************
 SC0103  DESIGNATION -  218 J RESET 1960
 SC0103  PID         -  SC0103
 SC0103  STATE/COUNTY-  WA/LEWIS
 SC0103  USGS QUAD   -  COWLITZ FALLS (1994)
 SC0103
 SC0103                         *CURRENT SURVEY CONTROL
 SC0103  ___________________________________________________________________
 SC0103* NAD 83(1986)-  46 29 25.     (N)    122 05 11.     (W)     SCALED    
 SC0103* NAVD 88     -       289.83   (meters)     950.9    (feet)  RESET     
 SC0103  ___________________________________________________________________
 SC0103  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 SC0103
 SC0103  VERT ORDER  -  THIRD
 SC0103
 SC0103.The horizontal coordinates were scaled from a topographic map and have
 SC0103.an estimated accuracy of +/- 6 seconds.
 SC0103
 SC0103.The orthometric height was computed from unverified reset data.
 SC0103.No vertical observational check was made to the station.
 SC0103
 SC0103.The geoid height was determined by GEOID03.
 SC0103
 SC0103;                    North         East    Units  Estimated Accuracy
 SC0103;SPC WA S     -   129,820.      378,220.      MT  (+/- 180 meters Scaled)
 SC0103
 SC0103                          SUPERSEDED SURVEY CONTROL
 SC0103
 SC0103  NGVD 29 (??/??/??)  288.75   (m)          947.3    (f) RESET       3  
 SC0103
 SC0103.Superseded values are not recommended for survey control.
 SC0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0103.See file dsdata.txt to determine how the superseded data were derived.
 SC0103
 SC0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES701489(NAD 83)
 SC0103_MARKER: DD = SURVEY DISK
 SC0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0103_STAMPING: 218J (USE) RESET 1960
 SC0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0103+STABILITY: SURFACE MOTION
 SC0103
 SC0103  HISTORY     - Date     Condition        Report By
 SC0103  HISTORY     - 1960     MONUMENTED       LOCENG
 SC0103  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0103
 SC0103                          STATION DESCRIPTION
 SC0103
 SC0103'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 SC0103'0.7 MI S FROM KOSMOS.
 SC0103'THE MARK IS LOCATED 0.7 MILE SOUTH ALONG THE KOSMOS TIMBER CO. ROAD
 SC0103'FROM THE POST OFFICE AT KOSMOS.  THENCE 2.4 MILES SOUTHEAST ALONG THE
 SC0103'KOSMOS TIMBER CO. RAILROAD.  THENCE 1.6 MILES EAST ALONG A KOSMOS
 SC0103'TIMBER CO. LOGGING ROAD.  THENCE 1.8 MILES NORTHEAST ALONG A COUNTY
 SC0103'GRAVEL ROAD, AND SET IN THE TOP OF A CONCRETE POST, WHICH BEARS S. 5
 SC0103'DEG. 02 FT. W., 30.0 FEET FROM STATION 131+31.3 P.O.T. ON THE SURVEYED
 SC0103'CENTERLINE OF THE RELOCATION OF THE P. H. CONLAY COUNTY ROAD AND ALSO
 SC0103'BEARS S. 21 DEG. 52 FT. W., 31.10 FEET FROM STATION 131+44.2 P.C. OF
 SC0103'THE ABOVE NAMED ROAD, 0.5 FOOT ABOVE GROUND LEVEL, AND 2 FEET NORTH OF
 SC0103'A REFERENCE POST.
 SC0103
 SC0103                          STATION RECOVERY (1981)
 SC0103
 SC0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0101 ***********************************************************************
 SC0101  DESIGNATION -  218 K
 SC0101  PID         -  SC0101
 SC0101  STATE/COUNTY-  WA/LEWIS
 SC0101  USGS QUAD   -  COWLITZ FALLS (1994)
 SC0101
 SC0101                         *CURRENT SURVEY CONTROL
 SC0101  ___________________________________________________________________
 SC0101* NAD 83(1986)-  46 29 22.     (N)    122 05 25.     (W)     SCALED    
 SC0101* NAVD 88     -       292.459  (meters)     959.51   (feet)  ADJUSTED  
 SC0101  ___________________________________________________________________
 SC0101  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 SC0101  DYNAMIC HT  -         292.463 (meters)     959.52  (feet)  COMP
 SC0101  MODELED GRAV-     980,621.2   (mgal)                       NAVD 88
 SC0101
 SC0101  VERT ORDER  -  SECOND    CLASS 0
 SC0101
 SC0101.The horizontal coordinates were scaled from a topographic map and have
 SC0101.an estimated accuracy of +/- 6 seconds.
 SC0101
 SC0101.The orthometric height was determined by differential leveling
 SC0101.and adjusted by the National Geodetic Survey in June 1991..
 SC0101
 SC0101.The geoid height was determined by GEOID03.
 SC0101
 SC0101.The dynamic height is computed by dividing the NAVD 88
 SC0101.geopotential number by the normal gravity value computed on the
 SC0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0101.degrees latitude (g = 980.6199 gals.).
 SC0101
 SC0101.The modeled gravity was interpolated from observed gravity values.
 SC0101
 SC0101;                    North         East    Units  Estimated Accuracy
 SC0101;SPC WA S     -   129,730.      377,920.      MT  (+/- 180 meters Scaled)
 SC0101
 SC0101                          SUPERSEDED SURVEY CONTROL
 SC0101
 SC0101  NGVD 29 (??/??/92)  291.380  (m)          955.97   (f) ADJ UNCH    2 0
 SC0101
 SC0101.Superseded values are not recommended for survey control.
 SC0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0101.See file dsdata.txt to determine how the superseded data were derived.
 SC0101
 SC0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES698488(NAD 83)
 SC0101_MARKER: DD = SURVEY DISK
 SC0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0101_STAMPING: 218 K 1946
 SC0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0101+STABILITY: SURFACE MOTION
 SC0101
 SC0101  HISTORY     - Date     Condition        Report By
 SC0101  HISTORY     - 1946     MONUMENTED       DOD
 SC0101  HISTORY     - 1968     GOOD             NGS
 SC0101  HISTORY     - 1987     GOOD             USPSQD
 SC0101
 SC0101                          STATION DESCRIPTION
 SC0101
 SC0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SC0101'13.3 MI SE FROM MORTON.
 SC0101'0.45 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF MAIN STREET
 SC0101'AT MORTON, THENCE 5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 12, THENCE
 SC0101'0.15 MILE SOUTH ALONG AN ASPHALT ROAD, THENCE 3.55 MILES SOUTH ALONG A
 SC0101'U.S. PLYWOOD LOGGING ROAD, THENCE 3.75 MILES NORTHEAST ALONG A
 SC0101'GRAVELED ROAD, THENCE 0.2 MILE NORTHEAST ALONG A GRAVELED ROAD, IN R6E
 SC0101'T12N, SECTION 29, AT THE CENTER OF A Y JUNCTION FORMED BY THE JUNCTION
 SC0101'OF A NORTHEAST-SOUTHWEST GRAVELED ROAD, 87 FEET EAST OF THE CENTER
 SC0101'LINE OF THE ROAD, 90 FEET NORTHWEST OF THE CENTER LINE OF THE
 SC0101'NORTHEAST-SOUTHWEST ROAD, 188 FEET NORTH-NORTHEAST OF THE CENTER OF
 SC0101'THE JUNCTION, 1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT 9 FEET
 SC0101'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SC0101'0.2 FOOT ABOVE THE GROUND.
 SC0101
 SC0101                          STATION RECOVERY (1987)
 SC0101
 SC0101'RECOVERY NOTE BY US POWER SQUADRON 1987 (ERR)
 SC0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0100 ***********************************************************************
 SC0100  DESIGNATION -  218 L
 SC0100  PID         -  SC0100
 SC0100  STATE/COUNTY-  WA/LEWIS
 SC0100  USGS QUAD   -  COWLITZ FALLS (1994)
 SC0100
 SC0100                         *CURRENT SURVEY CONTROL
 SC0100  ___________________________________________________________________
 SC0100* NAD 83(1986)-  46 28 47.     (N)    122 06 28.     (W)     SCALED    
 SC0100* NAVD 88     -       278.444  (meters)     913.53   (feet)  ADJUSTED  
 SC0100  ___________________________________________________________________
 SC0100  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 SC0100  DYNAMIC HT  -         278.447 (meters)     913.54  (feet)  COMP
 SC0100  MODELED GRAV-     980,620.4   (mgal)                       NAVD 88
 SC0100
 SC0100  VERT ORDER  -  SECOND    CLASS 0
 SC0100
 SC0100.The horizontal coordinates were scaled from a topographic map and have
 SC0100.an estimated accuracy of +/- 6 seconds.
 SC0100
 SC0100.The orthometric height was determined by differential leveling
 SC0100.and adjusted by the National Geodetic Survey in June 1991..
 SC0100
 SC0100.The geoid height was determined by GEOID03.
 SC0100
 SC0100.The dynamic height is computed by dividing the NAVD 88
 SC0100.geopotential number by the normal gravity value computed on the
 SC0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0100.degrees latitude (g = 980.6199 gals.).
 SC0100
 SC0100.The modeled gravity was interpolated from observed gravity values.
 SC0100
 SC0100;                    North         East    Units  Estimated Accuracy
 SC0100;SPC WA S     -   128,680.      376,560.      MT  (+/- 180 meters Scaled)
 SC0100
 SC0100                          SUPERSEDED SURVEY CONTROL
 SC0100
 SC0100  NGVD 29 (??/??/92)  277.369  (m)          910.00   (f) ADJ UNCH    2 0
 SC0100
 SC0100.Superseded values are not recommended for survey control.
 SC0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0100.See file dsdata.txt to determine how the superseded data were derived.
 SC0100
 SC0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES684477(NAD 83)
 SC0100_MARKER: DD = SURVEY DISK
 SC0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0100_STAMPING: 218 L 1946
 SC0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0100+STABILITY: SURFACE MOTION
 SC0100
 SC0100  HISTORY     - Date     Condition        Report By
 SC0100  HISTORY     - 1946     MONUMENTED       DOD
 SC0100  HISTORY     - 1968     GOOD             NGS
 SC0100  HISTORY     - 1987     GOOD             USPSQD
 SC0100
 SC0100                          STATION DESCRIPTION
 SC0100
 SC0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SC0100'12.15 MI SE FROM MORTON.
 SC0100'0.45 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF MAIN STREET
 SC0100'AT MORTON, THENCE 5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 12, THENCE
 SC0100'0.15 MILE SOUTH ALONG AN ASPHALT ROAD, THENCE 3.55 MILES SOUTH ALONG A
 SC0100'U.S. PLYWOOD LOGGING ROAD, THENCE 2.8 MILES NORTHEAST ALONG A GRAVELED
 SC0100'ROAD, IN R6E T12N, SECTION 31, ON THE OUTSIDE OF A CURVE, 49 1/2 FEET
 SC0100'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTHWEST OF A
 SC0100'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SC0100'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 SC0100
 SC0100                          STATION RECOVERY (1987)
 SC0100
 SC0100'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SC0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0099 ***********************************************************************
 SC0099  DESIGNATION -  218 M
 SC0099  PID         -  SC0099
 SC0099  STATE/COUNTY-  WA/LEWIS
 SC0099  USGS QUAD   -  COWLITZ FALLS (1994)
 SC0099
 SC0099                         *CURRENT SURVEY CONTROL
 SC0099  ___________________________________________________________________
 SC0099* NAD 83(1991)-  46 28 30.81781(N)    122 06 54.52908(W)     ADJUSTED  
 SC0099* NAVD 88     -       271.765  (meters)     891.62   (feet)  ADJUSTED  
 SC0099  ___________________________________________________________________
 SC0099  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 SC0099  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SC0099  DYNAMIC HT  -         271.768 (meters)     891.63  (feet)  COMP
 SC0099  MODELED GRAV-     980,619.8   (mgal)                       NAVD 88
 SC0099
 SC0099  HORZ ORDER  -  THIRD
 SC0099  VERT ORDER  -  SECOND    CLASS 0
 SC0099
 SC0099.The horizontal coordinates were established by classical geodetic methods
 SC0099.and adjusted by the National Geodetic Survey in December 1991..
 SC0099
 SC0099.The orthometric height was determined by differential leveling
 SC0099.and adjusted by the National Geodetic Survey in June 1991..
 SC0099
 SC0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0099
 SC0099.The geoid height was determined by GEOID03.
 SC0099
 SC0099.The dynamic height is computed by dividing the NAVD 88
 SC0099.geopotential number by the normal gravity value computed on the
 SC0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0099.degrees latitude (g = 980.6199 gals.).
 SC0099
 SC0099.The modeled gravity was interpolated from observed gravity values.
 SC0099
 SC0099;                    North         East     Units Scale Factor Converg.
 SC0099;SPC WA S     -   128,190.805   375,979.866   MT  0.99991643   -1 10 23.6
 SC0099;SPC WA S     -   420,572.67  1,233,527.28   sFT  0.99991643   -1 10 23.6
 SC0099;UTM  10      - 5,147,231.026   567,927.139   MT  0.99965672   +0 38 29.8
 SC0099
 SC0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0099!SPC WA S     -   0.99996063  x   0.99991643  =   0.99987707
 SC0099!UTM  10      -   0.99996063  x   0.99965672  =   0.99961737
 SC0099
 SC0099|---------------------------------------------------------------------|
 SC0099| PID    Reference Object                     Distance      Geod. Az  |
 SC0099|                                                           dddmmss.s |
 SC0099| CE2880 218 M RM 1                           16.701 METERS 22931     |
 SC0099| CE2879 218 M AZ MK                                        2695502.5 |
 SC0099| CE2881 218 M RM 2                           16.959 METERS 32601     |
 SC0099|---------------------------------------------------------------------|
 SC0099
 SC0099                          SUPERSEDED SURVEY CONTROL
 SC0099
 SC0099  NAD 83(1991)-  46 28 30.82037(N)    122 06 54.52831(W) AD(       ) 3
 SC0099  NAD 83(1986)-  46 28 30.83466(N)    122 06 54.54384(W) AD(       ) 3
 SC0099  NAD 27      -  46 28 31.43700(N)    122 06 50.19800(W) AD(       ) 3
 SC0099  NGVD 29 (??/??/92)  270.687  (m)          888.08   (f) ADJ UNCH    2 0
 SC0099
 SC0099.Superseded values are not recommended for survey control.
 SC0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0099.See file dsdata.txt to determine how the superseded data were derived.
 SC0099
 SC0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES6792747231(NAD 83)
 SC0099_MARKER: DD = SURVEY DISK
 SC0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0099_STAMPING: 218 M 1946
 SC0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0099+STABILITY: SURFACE MOTION
 SC0099
 SC0099  HISTORY     - Date     Condition        Report By
 SC0099  HISTORY     - 1946     MONUMENTED       USE
 SC0099  HISTORY     - 1968     GOOD             NGS
 SC0099  HISTORY     - 1987     GOOD             USPSQD
 SC0099
 SC0099                          STATION DESCRIPTION
 SC0099
 SC0099'DESCRIBED BY US ENGINEERS 1946 (EBB)
 SC0099'LOCATED 1.0 MILE NORTH OF COWLITZ FALLS, 4.0 MILES EAST-SOUTHEAST
 SC0099'OF KOSMAS, 8.0 MILES SOUTHWEST OF RANDLE AT THE SOUTHEAST CORNER
 SC0099'OF CROSSROADS.
 SC0099'
 SC0099'STATION IS REACHED AS FOLLOWS--FROM RANDLE GO WEST ON HIGHWAY 5
 SC0099'FOR 0.8 MILE TO SIGN AT FORK (CISPUS 12 COWLITZ).  TURN LEFT AND
 SC0099'GO 4.7 MILES TO FORK.  TURN LEFT (EAST) AND GO 1.0 MILE TO
 SC0099'FORK.  KEEP STRAIGHT AHEAD, ON LEFT FORK, AND GO 0.8 MILE TO
 SC0099'FORK.  KEEP STRAIGHT AHEAD AND GO 3.2 MILES TO STATION AT ROAD
 SC0099'INTERSECTION.
 SC0099'
 SC0099'STATION, STAMPED 218 M 1946 IS A STANDARD U.S. ARMY ENGINEERS
 SC0099'BRONZE DISK SET IN THE TOP OF A 1.0 FT. SQUARE CONCRETE MONUMENT
 SC0099'THAT PROJECTS ABOUT THREE INCHES ABOVE THE GROUND.  IT IS 30.0
 SC0099'FT. SOUTHEAST OF THE CENTER LINE OF ROAD, 39.5 FT NORTH-NORTHEAST
 SC0099'OF THE CENTER LINE OF ROAD, AND 2.4 FT. NORTHWEST OF A WHITE
 SC0099'REFERENCE POST.
 SC0099'
 SC0099'AZIMUTH MARK, STAMPED 218 M USED IS A STANDARD BRONZE DISK SET IN
 SC0099'THE TOP OF A 1.0 FT. SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 1
 SC0099'INCH ABOVE THE GROUND.  IT 18 FT. NORTH OF THE CENTER LINE OF ROAD.
 SC0099'
 SC0099'R. M. 1, STAMPED 218 M USED NO 1 1946 IS A STANDARD USC AND GS
 SC0099'BRONZE DISK SET IN THE TOP OF A 1 FT. SQUARE CONCRETE MONUMENT
 SC0099'THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 15.7 FT,
 SC0099'SOUTH-SOUTHWEST OF THE CENTER LINE OF ROAD.
 SC0099'
 SC0099'R. M. 2, STAMPED 218 M NO 2 1946 IS A STANDARD USC AND GS BRONZE
 SC0099'DISK SET IN THE TOP OF A 1 FT, SQUARE CONCRETE MONUMENT THAT
 SC0099'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 25.6 FT. NORTHWEST
 SC0099'OF THE CENTER LINE OF ROAD.
 SC0099
 SC0099                          STATION RECOVERY (1968)
 SC0099
 SC0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SC0099'11.7 MI SE FROM MORTON.
 SC0099'0.45 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF MAIN STREET
 SC0099'AT MORTON, THENCE 5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 12, THENCE
 SC0099'0.15 MILE SOUTH ALONG AN ASPHALT ROAD, THENCE 3.55 MILES SOUTH ALONG A
 SC0099'U.S. PLYWOOD LOGGING ROAD, THENCE 2.35 MILES EAST ALONG A GRAVELED
 SC0099'ROAD, IN R5E-6E T11N-12N, SECTION CORNER OF 36-31-1-6, AT THE JUNCTION
 SC0099'OF A GRAVELED ROAD SOUTHEAST TO COWLITZ FALLS, AT THE CROSSING OF A
 SC0099'POWER LINE, 76 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 40 FEET
 SC0099'NORTHEAST OF THE CENTER LINE OF THE ROAD SOUTHEAST, 36 1/2 FEET EAST
 SC0099'OF A POWER POLE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH
 SC0099'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 SC0099'ABOVE THE GROUND.
 SC0099
 SC0099                          STATION RECOVERY (1987)
 SC0099
 SC0099'RECOVERY NOTE BY US POWER SQUADRON 1987 (ERR)
 SC0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0097 ***********************************************************************
 SC0097  DESIGNATION -  218 N
 SC0097  PID         -  SC0097
 SC0097  STATE/COUNTY-  WA/LEWIS
 SC0097  USGS QUAD   -  VANSON PEAK (1984)
 SC0097
 SC0097                         *CURRENT SURVEY CONTROL
 SC0097  ___________________________________________________________________
 SC0097* NAD 83(1986)-  46 28 30.     (N)    122 08 03.     (W)     SCALED    
 SC0097* NAVD 88     -       259.897  (meters)     852.68   (feet)  ADJUSTED  
 SC0097  ___________________________________________________________________
 SC0097  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 SC0097  DYNAMIC HT  -         259.900 (meters)     852.69  (feet)  COMP
 SC0097  MODELED GRAV-     980,621.2   (mgal)                       NAVD 88
 SC0097
 SC0097  VERT ORDER  -  SECOND    CLASS 0
 SC0097
 SC0097.The horizontal coordinates were scaled from a topographic map and have
 SC0097.an estimated accuracy of +/- 6 seconds.
 SC0097
 SC0097.The orthometric height was determined by differential leveling
 SC0097.and adjusted by the National Geodetic Survey in June 1991..
 SC0097
 SC0097.The geoid height was determined by GEOID03.
 SC0097
 SC0097.The dynamic height is computed by dividing the NAVD 88
 SC0097.geopotential number by the normal gravity value computed on the
 SC0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0097.degrees latitude (g = 980.6199 gals.).
 SC0097
 SC0097.The modeled gravity was interpolated from observed gravity values.
 SC0097
 SC0097;                    North         East    Units  Estimated Accuracy
 SC0097;SPC WA S     -   128,200.      374,520.      MT  (+/- 180 meters Scaled)
 SC0097
 SC0097                          SUPERSEDED SURVEY CONTROL
 SC0097
 SC0097  NGVD 29 (??/??/92)  258.82   (m)          849.1    (f) COMPUTED    2 0
 SC0097
 SC0097.Superseded values are not recommended for survey control.
 SC0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0097.See file dsdata.txt to determine how the superseded data were derived.
 SC0097
 SC0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES664471(NAD 83)
 SC0097_MARKER: DD = SURVEY DISK
 SC0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0097_STAMPING: 218 N 1946
 SC0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0097+STABILITY: SURFACE MOTION
 SC0097
 SC0097  HISTORY     - Date     Condition        Report By
 SC0097  HISTORY     - 1946     MONUMENTED       DOD
 SC0097  HISTORY     - 1946     GOOD             NGS
 SC0097  HISTORY     - 1968     MARK NOT FOUND   NGS
 SC0097  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0097
 SC0097                          STATION DESCRIPTION
 SC0097
 SC0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SC0097'3.8 MI SE FROM KOSMOS.
 SC0097'0.7 MILE SOUTH ALONG THE KOSMOS TIMBER COMPANY ROAD FROM THE POST
 SC0097'OFFICE AT KOSMOS, 2.4 MILES SOUTHEAST ALONG THE KOSMOS TIMBER COMPANY
 SC0097'RAILROAD, 0.7 MILE EAST ALONG A KOSMOS TIMBER COMPANY LOGGING ROAD,
 SC0097'SET IN A CONCRETE POST, 26 FEET SOUTH OF THE CENTERLINE OF ROAD, AND 2
 SC0097'FEET NORTH OF REFERENCE POST.
 SC0097
 SC0097                          STATION RECOVERY (1968)
 SC0097
 SC0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SC0097'MARK NOT FOUND.
 SC0097
 SC0097                          STATION RECOVERY (1981)
 SC0097
 SC0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0096 ***********************************************************************
 SC0096  DESIGNATION -  218 P
 SC0096  PID         -  SC0096
 SC0096  STATE/COUNTY-  WA/LEWIS
 SC0096  USGS QUAD   -  VANSON PEAK (1984)
 SC0096
 SC0096                         *CURRENT SURVEY CONTROL
 SC0096  ___________________________________________________________________
 SC0096* NAD 83(1986)-  46 28 29.     (N)    122 08 58.     (W)     SCALED    
 SC0096* NAVD 88     -       253.262  (meters)     830.91   (feet)  ADJUSTED  
 SC0096  ___________________________________________________________________
 SC0096  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 SC0096  DYNAMIC HT  -         253.266 (meters)     830.92  (feet)  COMP
 SC0096  MODELED GRAV-     980,622.3   (mgal)                       NAVD 88
 SC0096
 SC0096  VERT ORDER  -  SECOND    CLASS 0
 SC0096
 SC0096.The horizontal coordinates were scaled from a topographic map and have
 SC0096.an estimated accuracy of +/- 6 seconds.
 SC0096
 SC0096.The orthometric height was determined by differential leveling
 SC0096.and adjusted by the National Geodetic Survey in June 1991..
 SC0096
 SC0096.The geoid height was determined by GEOID03.
 SC0096
 SC0096.The dynamic height is computed by dividing the NAVD 88
 SC0096.geopotential number by the normal gravity value computed on the
 SC0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0096.degrees latitude (g = 980.6199 gals.).
 SC0096
 SC0096.The modeled gravity was interpolated from observed gravity values.
 SC0096
 SC0096;                    North         East    Units  Estimated Accuracy
 SC0096;SPC WA S     -   128,190.      373,350.      MT  (+/- 180 meters Scaled)
 SC0096
 SC0096                          SUPERSEDED SURVEY CONTROL
 SC0096
 SC0096  NGVD 29 (??/??/92)  252.19   (m)          827.4    (f) COMPUTED    2 0
 SC0096
 SC0096.Superseded values are not recommended for survey control.
 SC0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0096.See file dsdata.txt to determine how the superseded data were derived.
 SC0096
 SC0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES652471(NAD 83)
 SC0096_MARKER: DD = SURVEY DISK
 SC0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0096_STAMPING: 218 P 1946
 SC0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0096+STABILITY: SURFACE MOTION
 SC0096
 SC0096  HISTORY     - Date     Condition        Report By
 SC0096  HISTORY     - 1946     MONUMENTED       DOD
 SC0096  HISTORY     - 1946     GOOD             NGS
 SC0096  HISTORY     - 1968     MARK NOT FOUND   NGS
 SC0096  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0096
 SC0096                          STATION DESCRIPTION
 SC0096
 SC0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SC0096'3.1 MI SE FROM KOSMOS.
 SC0096'0.7 MILE SOUTH ALONG A KOSMOS TIMBER COMPANY PRIVATE ROAD FROM THE
 SC0096'POST OFFICE AT KOSMOS, 2.4 MILES SOUTHEAST ALONG THE KOSMOS TIMBER
 SC0096'COMPANY RAILROAD, SET IN THE TOP OF A CONCRETE POST, 360 FEET
 SC0096'NORTHEAST OF LOG LOADING SITE AT EAST TERMINUS OF RAILROAD TRACK, 17
 SC0096'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET SOUTH OF
 SC0096'REFERENCE POST.
 SC0096
 SC0096                          STATION RECOVERY (1968)
 SC0096
 SC0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SC0096'MARK NOT FOUND.
 SC0096
 SC0096                          STATION RECOVERY (1981)
 SC0096
 SC0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0094 ***********************************************************************
 SC0094  DESIGNATION -  218 R
 SC0094  PID         -  SC0094
 SC0094  STATE/COUNTY-  WA/LEWIS
 SC0094  USGS QUAD   -  VANSON PEAK (1984)
 SC0094
 SC0094                         *CURRENT SURVEY CONTROL
 SC0094  ___________________________________________________________________
 SC0094* NAD 83(1986)-  46 28 46.     (N)    122 10 06.     (W)     SCALED    
 SC0094* NAVD 88     -       238.579  (meters)     782.74   (feet)  ADJUSTED  
 SC0094  ___________________________________________________________________
 SC0094  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 SC0094  DYNAMIC HT  -         238.583 (meters)     782.75  (feet)  COMP
 SC0094  MODELED GRAV-     980,625.5   (mgal)                       NAVD 88
 SC0094
 SC0094  VERT ORDER  -  SECOND    CLASS 0
 SC0094
 SC0094.The horizontal coordinates were scaled from a topographic map and have
 SC0094.an estimated accuracy of +/- 6 seconds.
 SC0094
 SC0094.The orthometric height was determined by differential leveling
 SC0094.and adjusted by the National Geodetic Survey in June 1991..
 SC0094
 SC0094.The geoid height was determined by GEOID03.
 SC0094
 SC0094.The dynamic height is computed by dividing the NAVD 88
 SC0094.geopotential number by the normal gravity value computed on the
 SC0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0094.degrees latitude (g = 980.6199 gals.).
 SC0094
 SC0094.The modeled gravity was interpolated from observed gravity values.
 SC0094
 SC0094;                    North         East    Units  Estimated Accuracy
 SC0094;SPC WA S     -   128,740.      371,910.      MT  (+/- 180 meters Scaled)
 SC0094
 SC0094                          SUPERSEDED SURVEY CONTROL
 SC0094
 SC0094  NGVD 29 (??/??/92)  237.51   (m)          779.2    (f) COMPUTED    2 0
 SC0094
 SC0094.Superseded values are not recommended for survey control.
 SC0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0094.See file dsdata.txt to determine how the superseded data were derived.
 SC0094
 SC0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES638476(NAD 83)
 SC0094_MARKER: DD = SURVEY DISK
 SC0094_SETTING: 0 = UNSPECIFIED SETTING
 SC0094_STAMPING: 218 R 1946
 SC0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0094
 SC0094  HISTORY     - Date     Condition        Report By
 SC0094  HISTORY     - 1946     MONUMENTED       DOD
 SC0094  HISTORY     - 1946     GOOD             NGS
 SC0094  HISTORY     - 1968     MARK NOT FOUND   NGS
 SC0094
 SC0094                          STATION DESCRIPTION
 SC0094
 SC0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SC0094'2.0 MI SE FROM KOSMOS.
 SC0094'0.7 MILE SOUTH ALONG KOSMOS TIMBER COMPANY ROAD FROM THE POST OFFICE
 SC0094'AT KOSMOS, 1.3 MILES SOUTHEAST ALONG THE KOSMOS TIMBER COMPANY
 SC0094'RAILROAD, 875 FEET NORTHWEST OF AN ABANDONED ROAD CROSSING, 35 FEET
 SC0094'NORTHWEST OF A CEDAR STUMP, 15 FEET SOUTH OF THE CENTERLINE OF THE
 SC0094'TRACK, 6 FEET NORTHWEST OF A NARROW DRAIN DITCH AT A THROUGH CUT, 3
 SC0094'FEET ABOVE THE TRACK GRADE, AND 2 FEET SOUTHEAST OF A REFERENCE POST.
 SC0094
 SC0094                          STATION RECOVERY (1968)
 SC0094
 SC0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SC0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0093 ***********************************************************************
 SC0093  DESIGNATION -  218 S
 SC0093  PID         -  SC0093
 SC0093  STATE/COUNTY-  WA/LEWIS
 SC0093  USGS QUAD   -  VANSON PEAK (1984)
 SC0093
 SC0093                         *CURRENT SURVEY CONTROL
 SC0093  ___________________________________________________________________
 SC0093* NAD 83(1986)-  46 29 15.     (N)    122 11 21.     (W)     SCALED    
 SC0093* NAVD 88     -       232.591  (meters)     763.09   (feet)  ADJUSTED  
 SC0093  ___________________________________________________________________
 SC0093  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 SC0093  DYNAMIC HT  -         232.596 (meters)     763.11  (feet)  COMP
 SC0093  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 SC0093
 SC0093  VERT ORDER  -  SECOND    CLASS 0
 SC0093
 SC0093.The horizontal coordinates were scaled from a topographic map and have
 SC0093.an estimated accuracy of +/- 6 seconds.
 SC0093
 SC0093.The orthometric height was determined by differential leveling
 SC0093.and adjusted by the National Geodetic Survey in June 1991..
 SC0093
 SC0093.The geoid height was determined by GEOID03.
 SC0093
 SC0093.The dynamic height is computed by dividing the NAVD 88
 SC0093.geopotential number by the normal gravity value computed on the
 SC0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0093.degrees latitude (g = 980.6199 gals.).
 SC0093
 SC0093.The modeled gravity was interpolated from observed gravity values.
 SC0093
 SC0093;                    North         East    Units  Estimated Accuracy
 SC0093;SPC WA S     -   129,670.      370,330.      MT  (+/- 180 meters Scaled)
 SC0093
 SC0093                          SUPERSEDED SURVEY CONTROL
 SC0093
 SC0093  NGVD 29 (??/??/92)  231.52   (m)          759.6    (f) COMPUTED    2 0
 SC0093
 SC0093.Superseded values are not recommended for survey control.
 SC0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0093.See file dsdata.txt to determine how the superseded data were derived.
 SC0093
 SC0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES622485(NAD 83)
 SC0093_MARKER: DD = SURVEY DISK
 SC0093_SETTING: 0 = UNSPECIFIED SETTING
 SC0093_STAMPING: 218 S 1946
 SC0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0093
 SC0093  HISTORY     - Date     Condition        Report By
 SC0093  HISTORY     - 1946     MONUMENTED       DOD
 SC0093  HISTORY     - 1946     GOOD             NGS
 SC0093  HISTORY     - 1968     MARK NOT FOUND   NGS
 SC0093
 SC0093                          STATION DESCRIPTION
 SC0093
 SC0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SC0093'0.7 MI S FROM KOSMOS.
 SC0093'0.7 MILE SOUTH ALONG KOSMOS TIMBER COMPANY PRIVATE ROAD FROM THE POST
 SC0093'OFFICE AT KOSMOS, 250 FEET EAST OF A GRAVEL PIT, 30 FEET NORTH OF THE
 SC0093'CENTERLINE OF A RAILROAD TRACK, 6 FEET NORTH OF A VERTICAL 20 FOOT
 SC0093'BANK, AND 2 FEET NORTH OF A REFERENCE POST.
 SC0093
 SC0093                          STATION RECOVERY (1968)
 SC0093
 SC0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SC0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0090 ***********************************************************************
 SC0090  DESIGNATION -  218 T
 SC0090  PID         -  SC0090
 SC0090  STATE/COUNTY-  WA/LEWIS
 SC0090  USGS QUAD   -  VANSON PEAK (1984)
 SC0090
 SC0090                         *CURRENT SURVEY CONTROL
 SC0090  ___________________________________________________________________
 SC0090* NAD 83(1998)-  46 29 52.09043(N)    122 11 20.92467(W)     ADJUSTED  
 SC0090* NAVD 88     -       234.116  (meters)     768.10   (feet)  ADJUSTED  
 SC0090  ___________________________________________________________________
 SC0090  X           -  -2,343,149.339 (meters)                     COMP
 SC0090  Y           -  -3,722,421.713 (meters)                     COMP
 SC0090  Z           -   4,603,666.979 (meters)                     COMP
 SC0090  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 SC0090  ELLIP HEIGHT-         213.28  (meters)          (09/30/02) GPS OBS
 SC0090  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SC0090  DYNAMIC HT  -         234.121 (meters)     768.11  (feet)  COMP
 SC0090  MODELED GRAV-     980,630.3   (mgal)                       NAVD 88
 SC0090
 SC0090  HORZ ORDER  -  THIRD
 SC0090  VERT ORDER  -  SECOND    CLASS 0
 SC0090  ELLP ORDER  -  FOURTH    CLASS I
 SC0090
 SC0090.The horizontal coordinates were established by classical geodetic methods
 SC0090.and adjusted by the National Geodetic Survey in September 2002..
 SC0090.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC0090.DATUM ITEM on the data sheet items page.
 SC0090
 SC0090.The orthometric height was determined by differential leveling
 SC0090.and adjusted by the National Geodetic Survey in June 1991..
 SC0090
 SC0090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC0090
 SC0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0090
 SC0090.The ellipsoidal height was determined by GPS observations
 SC0090.and is referenced to NAD 83.
 SC0090
 SC0090.The geoid height was determined by GEOID03.
 SC0090
 SC0090.The dynamic height is computed by dividing the NAVD 88
 SC0090.geopotential number by the normal gravity value computed on the
 SC0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0090.degrees latitude (g = 980.6199 gals.).
 SC0090
 SC0090.The modeled gravity was interpolated from observed gravity values.
 SC0090
 SC0090;                    North         East     Units Scale Factor Converg.
 SC0090;SPC WA S     -   130,818.571   370,352.404   MT  0.99991575   -1 13 37.2
 SC0090;SPC WA S     -   429,193.93  1,215,064.51   sFT  0.99991575   -1 13 37.2
 SC0090;UTM  10      - 5,149,678.591   562,220.779   MT  0.99964759   +0 35 17.4
 SC0090
 SC0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0090!SPC WA S     -   0.99996657  x   0.99991575  =   0.99988232
 SC0090!UTM  10      -   0.99996657  x   0.99964759  =   0.99961417
 SC0090
 SC0090|---------------------------------------------------------------------|
 SC0090| PID    Reference Object                     Distance      Geod. Az  |
 SC0090|                                                           dddmmss.s |
 SC0090| CE2883 218 T RM 1                           22.852 METERS 04640     |
 SC0090| CE2882 218 T AZ MK                                        0764239.0 |
 SC0090| SC0091 218 T RM 2                            5.999 METERS 14039     |
 SC0090|---------------------------------------------------------------------|
 SC0090
 SC0090                          SUPERSEDED SURVEY CONTROL
 SC0090
 SC0090  NAD 83(1991)-  46 29 52.08595(N)    122 11 20.91095(W) AD(       ) 3
 SC0090  ELLIP H (12/09/91)  213.47   (m)                       GP(       ) 4 1
 SC0090  NAD 83(1991)-  46 29 52.08586(N)    122 11 20.91039(W) AD(       ) 3
 SC0090  ELLIP H (10/15/91)  213.47   (m)                       GP(       ) 4 1
 SC0090  NAD 83(1986)-  46 29 52.10395(N)    122 11 20.93152(W) AD(       ) 3
 SC0090  NAD 27      -  46 29 52.70800(N)    122 11 16.57400(W) AD(       ) 3
 SC0090  NGVD 29 (??/??/92)  233.048  (m)          764.59   (f) ADJ UNCH    2 0
 SC0090
 SC0090.Superseded values are not recommended for survey control.
 SC0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0090.See file dsdata.txt to determine how the superseded data were derived.
 SC0090
 SC0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES6222149679(NAD 83)
 SC0090_MARKER: DD = SURVEY DISK
 SC0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0090_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SC0090_STAMPING: 218 T 1946
 SC0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0090+STABILITY: SURFACE MOTION
 SC0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0090+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1985
 SC0090
 SC0090  HISTORY     - Date     Condition        Report By
 SC0090  HISTORY     - 1946     MONUMENTED       USE
 SC0090  HISTORY     - 1955     GOOD             CGS
 SC0090  HISTORY     - 1968     GOOD             CGS
 SC0090  HISTORY     - 1968     GOOD             NGS
 SC0090  HISTORY     - 1984     GOOD             NGS
 SC0090  HISTORY     - 1984     GOOD             NGS
 SC0090  HISTORY     - 19850430 GOOD
 SC0090
 SC0090                          STATION DESCRIPTION
 SC0090
 SC0090'DESCRIBED BY US ENGINEERS 1946 (EBB)
 SC0090'THE STATION IS ON THE NORTH SHOULDER OF THE HIGHWAY, JUST WEST OF
 SC0090'THE CENTER OF THE TOWN OF KOSMOS.
 SC0090'
 SC0090'STATION MARK IS A BRONZE UNITED STATES ENGINEER DEPARTMENT DISK
 SC0090'SET IN A CEMENT BLOCK.  STAMPED 218 T.
 SC0090'
 SC0090'REFERENCE MARK NO. 1, STAMPED 218 T NO 1 1946, IS A STANDARD
 SC0090'BRONZE DISK SET IN A CEMENT BLOCK.  SAME ELEVATION AS STATION.
 SC0090'
 SC0090'REFERENCE MARK NO. 2, STAMPED 218 T NO 2, 1946, IS A STANDARD
 SC0090'BRONZE DISK SET IN A CEMENT BLOCK.  SAME ELEVATION AS STATION.
 SC0090'
 SC0090'AZIMUTH MARK, STAMPED 218 T 1946, IS A STANDARD BRONZE DISK SET
 SC0090'IN CEMENT BLOCK.  IT IS LOCATED 0.5 MILE SOUTH ON GRAVELED ROAD
 SC0090'OPPOSITE RAILROAD REPAIR SHOP.
 SC0090
 SC0090                          STATION RECOVERY (1955)
 SC0090
 SC0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CMB)
 SC0090'STATION FOUND AS DESCRIBED.
 SC0090
 SC0090                          STATION RECOVERY (1968)
 SC0090
 SC0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CS)
 SC0090'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION
 SC0090'AND LEVELED OVER.
 SC0090'
 SC0090'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 7 AND MAIN STREET
 SC0090'AT MORTON, GO 0.45 MILE SOUTH ALONG STATE HIGHWAY 7, THENCE 5.2
 SC0090'MILES SOUTHEAST ALONG U.S. HIGHWAY 12, THENCE 0.15 MILE SOUTHEAST
 SC0090'ALONG AN ASPHALT ROAD, THENCE 0.85 MILE EAST AND SOUTH ALONG
 SC0090'U.S. PLYWOOD LOGGING ROAD, THENCE 0.5 MILE SOUTHWEST ALONG AN
 SC0090'ASPHALT ROAD.  IN R5E T12N, SECTION 28.
 SC0090'
 SC0090'THE STATION IS A USE DISK, STAMPED 218 T 1946.  AT THE FORMER
 SC0090'TOWNSITE OF KOSMOS, 77 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 SC0090'OF AN ASPHALT ROAD, 28 FEET NORTHWEST OF THE CENTER OF THE MAIN
 SC0090'ROAD, 1.1 FEET NORTHEAST OF A WITNESS POST, IN THE TOP OF A
 SC0090'CONCRETE POST FLUSH WITH THE GROUND.
 SC0090'
 SC0090'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED 218 T NO-2
 SC0090'1946.  19.7 FEET SOUTHWEST OF THE STATION, 28 FEET NORTHWEST OF
 SC0090'THE CENTER LINE OF THE ROAD, 18.6 FEET SOUTHWEST OF A WITNESS
 SC0090'POST, IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 SC0090'GROUND.
 SC0090'
 SC0090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC0090'ABOUT 6-1/2 MILES SOUTHEAST OF MORTON.
 SC0090
 SC0090                          STATION RECOVERY (1968)
 SC0090
 SC0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SC0090'7.15 MI SE FROM MORTON.
 SC0090'0.45 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF MAIN STREET
 SC0090'AT MORTON, THENCE 5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 12, THENCE
 SC0090'0.15 MILE SOUTHEAST ALONG AN ASPHALT ROAD, THENCE 0.85 MILE EAST AND
 SC0090'SOUTH ALONG U.S. PLYWOOD LOGGING ROAD, THENCE 0.5 MILE SOUTHWEST ALONG
 SC0090'AN ASPHALT ROAD, AT THE FORMER TOWNSITE OF KOSMOS, IN R5E T12N,
 SC0090'SECTION 28, 77 FEET SOUTHWEST OF THE JUNCTION OF AN ASPHALT ROAD, 28
 SC0090'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 19.7 FEET NORTHEAST OF
 SC0090'REFERENCE MARK 218 T R.M. 2, 1.1 FEET NORTHEAST OF A WITNESS POST,
 SC0090'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SC0090'WITH THE GROUND.
 SC0090
 SC0090                          STATION RECOVERY (1984)
 SC0090
 SC0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (AJL)
 SC0090'THE STATION WAS RECOVERED AT THIS DATE.
 SC0090'THE REFERENCE MARKS AND AZIMUTH MARK WERE NOT SEARCHED FOR.  A
 SC0090'COMPLETE NEW DESCRIPTION FOLLOWS-
 SC0090'
 SC0090'THE STTION IS LOCATED ABOUT 16 KM (10 MI) WEST OF RANDEL, 11.2 KM
 SC0090'(7 MI) EAST OF MORTON, 0.8 KM (0.5 MI) SOUTHEAST OF GLENOMA IN WHAT
 SC0090'USED TO BE THE TOWN SITE OF KOSMOS.  THE STATION IS COVERED BY WATER
 SC0090'AT EXTREME HIGH WATER LEVEL OF THE LAKE.
 SC0090'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 SC0090'HIGHWAY 7 IN MORTON GO EAST ON US HIGHWAY 12 FOR 4.6 KM (2.9 MI) TO
 SC0090'PREIST ROAD ON THE LEFT.  CONTINUE EASTERLY ON US HIGHWAY 12 FOR
 SC0090'3.8 KM (2.4 MI) TO KOSMOS ROAD ON THE RIGHT.  TURN RIGHT AND GO
 SC0090'0.3 KM (0.2 MI) TO A CROSSROAD.  TUEN LEFT ON THE DIRT ROAD FOR
 SC0090'1.3 KM (0.8 MI) TO A CROSSROAD.  TRUN RIGHT ON THE PAVED ROAD
 SC0090'THRU THE GATE FOR 0.8 KM (0.5 MI) TO THE STATION ON THE RIGHT.
 SC0090'
 SC0090'THE STATION MARK IS A STANDARD USE, DISK STAMPED,---218T 1946---SET
 SC0090'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 25 CM (10 INCHES)
 SC0090'ON A SIDE THAT PROJECTS 4 CM (2 INCHES) ABOVE THE GROUND SURFACE.
 SC0090'IT IS 12.9 M (42.3 FT) SOUTHWEST OF THE EDGE OF A PAVED PARKING
 SC0090'AREA, 8.5 M (27.8 FT) NORTHWEST OF THE CENTER OF THE PAVED ROAD AND
 SC0090'0.3 M (1 FT) NORTHEAST OF A WITNESS POST.
 SC0090'
 SC0090'HEIGHT OF LIGHT SHOWN WAS 1.57 METERS ABOVE THE MARK.
 SC0090'
 SC0090'THIS STATION IS SUITABLE FOR GPS OCCUPATION, THERE ARE NO
 SC0090'OBSTRUCTIONS.
 SC0090'
 SC0090'DESCRIBED BY DA WEGENAST
 SC0090
 SC0090                          STATION RECOVERY (1984)
 SC0090
 SC0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0090'THIS MARK MAY BE UNDER WATER AT CERTIAN TIMES OF THE YEAR.
 SC0090
 SC0090                          STATION RECOVERY (1985)
 SC0090
 SC0090'RECOVERED 1985
 SC0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0091 ***********************************************************************
 SC0091  DESIGNATION -  218 T RM 2
 SC0091  PID         -  SC0091
 SC0091  STATE/COUNTY-  WA/LEWIS
 SC0091  USGS QUAD   -  VANSON PEAK (1984)
 SC0091
 SC0091                         *CURRENT SURVEY CONTROL
 SC0091  ___________________________________________________________________
 SC0091* NAD 83(1986)-  46 29 51.     (N)    122 11 21.     (W)     SCALED    
 SC0091* NAVD 88     -       234.214  (meters)     768.42   (feet)  ADJUSTED  
 SC0091  ___________________________________________________________________
 SC0091  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SC0091  DYNAMIC HT  -         234.219 (meters)     768.43  (feet)  COMP
 SC0091  MODELED GRAV-     980,630.2   (mgal)                       NAVD 88
 SC0091
 SC0091  VERT ORDER  -  SECOND    CLASS 0
 SC0091
 SC0091.The horizontal coordinates were scaled from a topographic map and have
 SC0091.an estimated accuracy of +/- 6 seconds.
 SC0091
 SC0091.The orthometric height was determined by differential leveling
 SC0091.and adjusted by the National Geodetic Survey in June 1991..
 SC0091
 SC0091.The geoid height was determined by GEOID03.
 SC0091
 SC0091.The dynamic height is computed by dividing the NAVD 88
 SC0091.geopotential number by the normal gravity value computed on the
 SC0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0091.degrees latitude (g = 980.6199 gals.).
 SC0091
 SC0091.The modeled gravity was interpolated from observed gravity values.
 SC0091
 SC0091;                    North         East    Units  Estimated Accuracy
 SC0091;SPC WA S     -   130,790.      370,350.      MT  (+/- 180 meters Scaled)
 SC0091
 SC0091                          SUPERSEDED SURVEY CONTROL
 SC0091
 SC0091  NGVD 29 (??/??/92)  233.15   (m)          764.9    (f) COMPUTED    2 0
 SC0091
 SC0091.Superseded values are not recommended for survey control.
 SC0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0091.See file dsdata.txt to determine how the superseded data were derived.
 SC0091
 SC0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES622496(NAD 83)
 SC0091_MARKER: DR = REFERENCE MARK DISK
 SC0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0091_STAMPING: 218 T NO-2 1946
 SC0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0091+STABILITY: SURFACE MOTION
 SC0091
 SC0091  HISTORY     - Date     Condition        Report By
 SC0091  HISTORY     - 1946     MONUMENTED       CGS
 SC0091  HISTORY     - 1968     GOOD             NGS
 SC0091
 SC0091                          STATION DESCRIPTION
 SC0091
 SC0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SC0091'7.15 MI SE FROM MORTON.
 SC0091'0.45 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF MAIN STREET
 SC0091'AT MORTON, THENCE 5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 12, THENCE
 SC0091'0.15 MILE SOUTHEAST ALONG AN ASPHALT ROAD, THENCE 0.85 MILE EAST AND
 SC0091'SOUTH ALONG U.S. PLYWOOD LOGGING ROAD, THENCE 0.5 MILE SOUTHEAST ALONG
 SC0091'AN ASPHALT ROAD, IN R5E T12N, SECTION 28, 97 FEET SOUTHWEST OF THE
 SC0091'CENTER OF A TRIANGLE FORMED BY THE JUNCTION OF A ROAD, 28 FEET
 SC0091'NORTHWEST OF THE CENTER LINE OF THE ROAD, 19.7 FEET SOUTHWEST OF BENCH
 SC0091'MARK 218 T (USE), 6 FEET NORTHWEST OF THE CENTER OF A DITCH, 18.6 FEET
 SC0091'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 SC0091'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0089 ***********************************************************************
 SC0089  DESIGNATION -  218 U
 SC0089  PID         -  SC0089
 SC0089  STATE/COUNTY-  WA/LEWIS
 SC0089  USGS QUAD   -  VANSON PEAK (1984)
 SC0089
 SC0089                         *CURRENT SURVEY CONTROL
 SC0089  ___________________________________________________________________
 SC0089* NAD 83(1986)-  46 29 14.     (N)    122 12 27.     (W)     SCALED    
 SC0089* NAVD 88     -       218.390  (meters)     716.50   (feet)  ADJUSTED  
 SC0089  ___________________________________________________________________
 SC0089  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 SC0089  DYNAMIC HT  -         218.395 (meters)     716.52  (feet)  COMP
 SC0089  MODELED GRAV-     980,631.9   (mgal)                       NAVD 88
 SC0089
 SC0089  VERT ORDER  -  SECOND    CLASS 0
 SC0089
 SC0089.The horizontal coordinates were scaled from a topographic map and have
 SC0089.an estimated accuracy of +/- 6 seconds.
 SC0089
 SC0089.The orthometric height was determined by differential leveling
 SC0089.and adjusted by the National Geodetic Survey in June 1991..
 SC0089
 SC0089.The geoid height was determined by GEOID03.
 SC0089
 SC0089.The dynamic height is computed by dividing the NAVD 88
 SC0089.geopotential number by the normal gravity value computed on the
 SC0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0089.degrees latitude (g = 980.6199 gals.).
 SC0089
 SC0089.The modeled gravity was interpolated from observed gravity values.
 SC0089
 SC0089;                    North         East    Units  Estimated Accuracy
 SC0089;SPC WA S     -   129,670.      368,920.      MT  (+/- 180 meters Scaled)
 SC0089
 SC0089                          SUPERSEDED SURVEY CONTROL
 SC0089
 SC0089  NGVD 29 (??/??/92)  217.323  (m)          713.00   (f) ADJ UNCH    2 0
 SC0089
 SC0089.Superseded values are not recommended for survey control.
 SC0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0089.See file dsdata.txt to determine how the superseded data were derived.
 SC0089
 SC0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES608484(NAD 83)
 SC0089_MARKER: DD = SURVEY DISK
 SC0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0089_STAMPING: 218 U 1946
 SC0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0089+STABILITY: SURFACE MOTION
 SC0089
 SC0089  HISTORY     - Date     Condition        Report By
 SC0089  HISTORY     - 1946     MONUMENTED       DOD
 SC0089  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0089  HISTORY     - 1984     MARK NOT FOUND   NGS
 SC0089
 SC0089                          STATION DESCRIPTION
 SC0089
 SC0089'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 SC0089'1.2 MI SW FROM KOSMOS.
 SC0089'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 SC0089'KOSMOS, 166 FEET EAST OF HIGHWAY MILEPOST 34, 19 FEET SOUTH OF THE
 SC0089'CENTERLINE OF THE HIGHWAY, 15 FEET NORTHWEST OF A
 SC0089'POWER-TRANSMISSION-LINE STUB GUY POLE, AND 2 FEET NORTH OF A WHITE
 SC0089'WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 SC0089'STAMPED 218 U 1946 AND SET IN THE TOP OF A CONCRETE POST.
 SC0089
 SC0089                          STATION RECOVERY (1981)
 SC0089
 SC0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0089'MARK NOT FOUND.
 SC0089
 SC0089                          STATION RECOVERY (1984)
 SC0089
 SC0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0087 ***********************************************************************
 SC0087  DESIGNATION -  218 V
 SC0087  PID         -  SC0087
 SC0087  STATE/COUNTY-  WA/LEWIS
 SC0087  USGS QUAD   -  VANSON PEAK (1984)
 SC0087
 SC0087                         *CURRENT SURVEY CONTROL
 SC0087  ___________________________________________________________________
 SC0087* NAD 83(1986)-  46 28 48.     (N)    122 13 38.     (W)     SCALED    
 SC0087* NAVD 88     -       202.029  (meters)     662.82   (feet)  ADJUSTED  
 SC0087  ___________________________________________________________________
 SC0087  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 SC0087  DYNAMIC HT  -         202.034 (meters)     662.84  (feet)  COMP
 SC0087  MODELED GRAV-     980,635.6   (mgal)                       NAVD 88
 SC0087
 SC0087  VERT ORDER  -  SECOND    CLASS 0
 SC0087
 SC0087.The horizontal coordinates were scaled from a topographic map and have
 SC0087.an estimated accuracy of +/- 6 seconds.
 SC0087
 SC0087.The orthometric height was determined by differential leveling
 SC0087.and adjusted by the National Geodetic Survey in June 1991..
 SC0087
 SC0087.The geoid height was determined by GEOID03.
 SC0087
 SC0087.The dynamic height is computed by dividing the NAVD 88
 SC0087.geopotential number by the normal gravity value computed on the
 SC0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0087.degrees latitude (g = 980.6199 gals.).
 SC0087
 SC0087.The modeled gravity was interpolated from observed gravity values.
 SC0087
 SC0087;                    North         East    Units  Estimated Accuracy
 SC0087;SPC WA S     -   128,900.      367,390.      MT  (+/- 180 meters Scaled)
 SC0087
 SC0087                          SUPERSEDED SURVEY CONTROL
 SC0087
 SC0087  NGVD 29 (??/??/92)  200.963  (m)          659.33   (f) ADJ UNCH    2 0
 SC0087
 SC0087.Superseded values are not recommended for survey control.
 SC0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0087.See file dsdata.txt to determine how the superseded data were derived.
 SC0087
 SC0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES593476(NAD 83)
 SC0087_MARKER: DD = SURVEY DISK
 SC0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0087_STAMPING: 218 V 1946
 SC0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0087+STABILITY: SURFACE MOTION
 SC0087
 SC0087  HISTORY     - Date     Condition        Report By
 SC0087  HISTORY     - 1946     MONUMENTED       DOD
 SC0087  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0087
 SC0087                          STATION DESCRIPTION
 SC0087
 SC0087'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 SC0087'2.2 MI SW FROM KOSMOS.
 SC0087'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 SC0087'KOSMOS, 2 FEET SOUTH OF HIGHWAY MILEPOST 33, 27 FEET SOUTH OF THE
 SC0087'CENTERLINE OF THE HIGHWAY, 14 FEET NORTHWEST OF A POLE, 2 FEET NORTH
 SC0087'OF A WHITE WOODEN WITNESS POST, AND ABOUT 6 FEET HIGHER THAN THE
 SC0087'HIGHWAY.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 218
 SC0087'V 1946 AND SET IN THE TOP OF A CONCRETE POST.
 SC0087
 SC0087                          STATION RECOVERY (1981)
 SC0087
 SC0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0086 ***********************************************************************
 SC0086  DESIGNATION -  218 W
 SC0086  PID         -  SC0086
 SC0086  STATE/COUNTY-  WA/LEWIS
 SC0086  USGS QUAD   -  VANSON PEAK (1984)
 SC0086
 SC0086                         *CURRENT SURVEY CONTROL
 SC0086  ___________________________________________________________________
 SC0086* NAD 83(1986)-  46 28 30.     (N)    122 14 46.     (W)     SCALED    
 SC0086* NAVD 88     -       192.226  (meters)     630.66   (feet)  ADJUSTED  
 SC0086  ___________________________________________________________________
 SC0086  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 SC0086  DYNAMIC HT  -         192.230 (meters)     630.67  (feet)  COMP
 SC0086  MODELED GRAV-     980,635.2   (mgal)                       NAVD 88
 SC0086
 SC0086  VERT ORDER  -  SECOND    CLASS 0
 SC0086
 SC0086.The horizontal coordinates were scaled from a topographic map and have
 SC0086.an estimated accuracy of +/- 6 seconds.
 SC0086
 SC0086.The orthometric height was determined by differential leveling
 SC0086.and adjusted by the National Geodetic Survey in June 1991..
 SC0086
 SC0086.The geoid height was determined by GEOID03.
 SC0086
 SC0086.The dynamic height is computed by dividing the NAVD 88
 SC0086.geopotential number by the normal gravity value computed on the
 SC0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0086.degrees latitude (g = 980.6199 gals.).
 SC0086
 SC0086.The modeled gravity was interpolated from observed gravity values.
 SC0086
 SC0086;                    North         East    Units  Estimated Accuracy
 SC0086;SPC WA S     -   128,380.      365,930.      MT  (+/- 180 meters Scaled)
 SC0086
 SC0086                          SUPERSEDED SURVEY CONTROL
 SC0086
 SC0086  NGVD 29 (??/??/92)  191.159  (m)          627.16   (f) ADJ UNCH    2 0
 SC0086
 SC0086.Superseded values are not recommended for survey control.
 SC0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0086.See file dsdata.txt to determine how the superseded data were derived.
 SC0086
 SC0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES578471(NAD 83)
 SC0086_MARKER: DD = SURVEY DISK
 SC0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0086_STAMPING: 218 W 1946
 SC0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0086+STABILITY: SURFACE MOTION
 SC0086
 SC0086  HISTORY     - Date     Condition        Report By
 SC0086  HISTORY     - 1946     MONUMENTED       DOD
 SC0086  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0086  HISTORY     - 1984     MARK NOT FOUND   NGS
 SC0086
 SC0086                          STATION DESCRIPTION
 SC0086
 SC0086'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 SC0086'3.2 MI SW FROM KOSMOS.
 SC0086'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 SC0086'KOSMOS, 50 FEET NORTHWEST OF HIGHWAY MILEPOST 32, 30 FEET NORTHWEST OF
 SC0086'THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 SC0086'POST, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A CORPS OF ENGINEERS,
 SC0086'U.S. ARMY, STANDARD DISK, STAMPED 218 W 1946 AND SET IN THE TOP OF A
 SC0086'CONCRETE POST.
 SC0086
 SC0086                          STATION RECOVERY (1981)
 SC0086
 SC0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0086'MARK NOT FOUND.
 SC0086
 SC0086                          STATION RECOVERY (1984)
 SC0086
 SC0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0085 ***********************************************************************
 SC0085  DESIGNATION -  218 X
 SC0085  PID         -  SC0085
 SC0085  STATE/COUNTY-  WA/LEWIS
 SC0085  USGS QUAD   -  VANSON PEAK (1984)
 SC0085
 SC0085                         *CURRENT SURVEY CONTROL
 SC0085  ___________________________________________________________________
 SC0085* NAD 83(1986)-  46 28 22.     (N)    122 14 59.     (W)     SCALED    
 SC0085* NAVD 88     -       192.614  (meters)     631.93   (feet)  ADJUSTED  
 SC0085  ___________________________________________________________________
 SC0085  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 SC0085  DYNAMIC HT  -         192.619 (meters)     631.95  (feet)  COMP
 SC0085  MODELED GRAV-     980,633.6   (mgal)                       NAVD 88
 SC0085
 SC0085  VERT ORDER  -  SECOND    CLASS 0
 SC0085
 SC0085.The horizontal coordinates were scaled from a topographic map and have
 SC0085.an estimated accuracy of +/- 6 seconds.
 SC0085
 SC0085.The orthometric height was determined by differential leveling
 SC0085.and adjusted by the National Geodetic Survey in June 1991..
 SC0085
 SC0085.The geoid height was determined by GEOID03.
 SC0085
 SC0085.The dynamic height is computed by dividing the NAVD 88
 SC0085.geopotential number by the normal gravity value computed on the
 SC0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0085.degrees latitude (g = 980.6199 gals.).
 SC0085
 SC0085.The modeled gravity was interpolated from observed gravity values.
 SC0085
 SC0085;                    North         East    Units  Estimated Accuracy
 SC0085;SPC WA S     -   128,140.      365,640.      MT  (+/- 180 meters Scaled)
 SC0085
 SC0085                          SUPERSEDED SURVEY CONTROL
 SC0085
 SC0085  NGVD 29 (??/??/92)  191.548  (m)          628.44   (f) ADJ UNCH    2 0
 SC0085
 SC0085.Superseded values are not recommended for survey control.
 SC0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0085.See file dsdata.txt to determine how the superseded data were derived.
 SC0085
 SC0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES575468(NAD 83)
 SC0085_MARKER: DD = SURVEY DISK
 SC0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0085_STAMPING: 218 X 1946
 SC0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0085+STABILITY: SURFACE MOTION
 SC0085
 SC0085  HISTORY     - Date     Condition        Report By
 SC0085  HISTORY     - 1946     MONUMENTED       DOD
 SC0085  HISTORY     - 1953     MARK NOT FOUND   NGS
 SC0085  HISTORY     - 1984     MARK NOT FOUND   NGS
 SC0085
 SC0085                          STATION DESCRIPTION
 SC0085
 SC0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 SC0085'3.4 MI SW FROM KOSMOS.
 SC0085'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 SC0085'KOSMOS, 62 FEET NORTHEAST OF A POWER-TRANSMISSION LINE STUB GUY POLE,
 SC0085'24 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET NORTH OF A
 SC0085'POLE, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A CORPS OF
 SC0085'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 218 X 1946 AND SET IN THE
 SC0085'TOP OF A CONCRETE POST.
 SC0085
 SC0085                          STATION RECOVERY (1984)
 SC0085
 SC0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0083 ***********************************************************************
 SC0083  DESIGNATION -  218 Y
 SC0083  PID         -  SC0083
 SC0083  STATE/COUNTY-  WA/LEWIS
 SC0083  USGS QUAD   -  WINTERS MTN (1983)
 SC0083
 SC0083                         *CURRENT SURVEY CONTROL
 SC0083  ___________________________________________________________________
 SC0083* NAD 83(1986)-  46 28 41.     (N)    122 15 56.     (W)     SCALED    
 SC0083* NAVD 88     -       181.801  (meters)     596.46   (feet)  ADJUSTED  
 SC0083  ___________________________________________________________________
 SC0083  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 SC0083  DYNAMIC HT  -         181.805 (meters)     596.47  (feet)  COMP
 SC0083  MODELED GRAV-     980,633.4   (mgal)                       NAVD 88
 SC0083
 SC0083  VERT ORDER  -  SECOND    CLASS 0
 SC0083
 SC0083.The horizontal coordinates were scaled from a topographic map and have
 SC0083.an estimated accuracy of +/- 6 seconds.
 SC0083
 SC0083.The orthometric height was determined by differential leveling
 SC0083.and adjusted by the National Geodetic Survey in June 1991..
 SC0083
 SC0083.The geoid height was determined by GEOID03.
 SC0083
 SC0083.The dynamic height is computed by dividing the NAVD 88
 SC0083.geopotential number by the normal gravity value computed on the
 SC0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0083.degrees latitude (g = 980.6199 gals.).
 SC0083
 SC0083.The modeled gravity was interpolated from observed gravity values.
 SC0083
 SC0083;                    North         East    Units  Estimated Accuracy
 SC0083;SPC WA S     -   128,750.      364,440.      MT  (+/- 180 meters Scaled)
 SC0083
 SC0083                          SUPERSEDED SURVEY CONTROL
 SC0083
 SC0083  NGVD 29 (??/??/92)  180.735  (m)          592.96   (f) ADJ UNCH    2 0
 SC0083
 SC0083.Superseded values are not recommended for survey control.
 SC0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0083.See file dsdata.txt to determine how the superseded data were derived.
 SC0083
 SC0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES563474(NAD 83)
 SC0083_MARKER: DD = SURVEY DISK
 SC0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0083_STAMPING: 218 Y 1946
 SC0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0083+STABILITY: SURFACE MOTION
 SC0083
 SC0083  HISTORY     - Date     Condition        Report By
 SC0083  HISTORY     - 1946     MONUMENTED       DOD
 SC0083
 SC0083                          STATION DESCRIPTION
 SC0083
 SC0083'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 SC0083'4.4 MI SW FROM KOSMOS.
 SC0083'4.4 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 SC0083'KOSMOS, 176 FEET NORTHEAST OF THE EAST END OF A HIGHWAY GUARDRAIL, 83
 SC0083'FEET NORTHWEST OF A POLE, 25 FEET NORTH OF THE CENTERLINE OF THE
 SC0083'HIGHWAY, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 SC0083'HIGHER THAN THE HIGHWAY.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 SC0083'DISK, STAMPED 218 Y 1946 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0082 ***********************************************************************
 SC0082  DESIGNATION -  218 Z
 SC0082  PID         -  SC0082
 SC0082  STATE/COUNTY-  WA/LEWIS
 SC0082  USGS QUAD   -  WINTERS MTN (1983)
 SC0082
 SC0082                         *CURRENT SURVEY CONTROL
 SC0082  ___________________________________________________________________
 SC0082* NAD 83(1986)-  46 28 50.     (N)    122 16 14.     (W)     SCALED    
 SC0082* NAVD 88     -       181.944  (meters)     596.93   (feet)  ADJUSTED  
 SC0082  ___________________________________________________________________
 SC0082  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 SC0082  DYNAMIC HT  -         181.948 (meters)     596.94  (feet)  COMP
 SC0082  MODELED GRAV-     980,633.9   (mgal)                       NAVD 88
 SC0082
 SC0082  VERT ORDER  -  SECOND    CLASS 0
 SC0082
 SC0082.The horizontal coordinates were scaled from a topographic map and have
 SC0082.an estimated accuracy of +/- 6 seconds.
 SC0082
 SC0082.The orthometric height was determined by differential leveling
 SC0082.and adjusted by the National Geodetic Survey in June 1991..
 SC0082
 SC0082.The geoid height was determined by GEOID03.
 SC0082
 SC0082.The dynamic height is computed by dividing the NAVD 88
 SC0082.geopotential number by the normal gravity value computed on the
 SC0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0082.degrees latitude (g = 980.6199 gals.).
 SC0082
 SC0082.The modeled gravity was interpolated from observed gravity values.
 SC0082
 SC0082;                    North         East    Units  Estimated Accuracy
 SC0082;SPC WA S     -   129,040.      364,060.      MT  (+/- 180 meters Scaled)
 SC0082
 SC0082                          SUPERSEDED SURVEY CONTROL
 SC0082
 SC0082  NGVD 29 (??/??/92)  180.878  (m)          593.43   (f) ADJ UNCH    2 0
 SC0082
 SC0082.Superseded values are not recommended for survey control.
 SC0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0082.See file dsdata.txt to determine how the superseded data were derived.
 SC0082
 SC0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES559477(NAD 83)
 SC0082_MARKER: DD = SURVEY DISK
 SC0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0082_STAMPING: 218 Z 1946
 SC0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0082+STABILITY: SURFACE MOTION
 SC0082
 SC0082  HISTORY     - Date     Condition        Report By
 SC0082  HISTORY     - 1946     MONUMENTED       DOD
 SC0082  HISTORY     - 1984     MARK NOT FOUND   NGS
 SC0082
 SC0082                          STATION DESCRIPTION
 SC0082
 SC0082'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 SC0082'4.7 MI SW FROM KOSMOS.
 SC0082'4.7 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 SC0082'KOSMOS, 0.25 MILE EAST OF THE NORTH END OF THE NESIKA BRIDGE, 140 FEET
 SC0082'NORTHEAST ACROSS THE HIGHWAY FROM A LARGE BOULDER BALANCED ON THE TOP
 SC0082'OF THE SOUTH CUT BANK, 22 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 SC0082'5 FEET EAST OF A CURVE SIGN, AND 2 FEET SOUTH OF A WHITE WOODEN
 SC0082'WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 SC0082'218 Z 1946 AND SET IN THE TOP OF A CONCRETE POST.
 SC0082
 SC0082                          STATION RECOVERY (1984)
 SC0082
 SC0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0814 ***********************************************************************
 SY0814  DESIGNATION -  218.3 USGS
 SY0814  PID         -  SY0814
 SY0814  STATE/COUNTY-  WA/MASON
 SY0814  USGS QUAD   -  BELFAIR (1994)
 SY0814
 SY0814                         *CURRENT SURVEY CONTROL
 SY0814  ___________________________________________________________________
 SY0814* NAD 83(1986)-  47 25 09.     (N)    122 50 49.     (W)     SCALED    
 SY0814* NAVD 88     -        67.554  (meters)     221.63   (feet)  POSTED    
 SY0814  ___________________________________________________________________
 SY0814  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 SY0814  DYNAMIC HT  -          67.570 (meters)     221.69  (feet)  COMP
 SY0814  MODELED GRAV-     980,805.6   (mgal)                       NAVD 88
 SY0814
 SY0814  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0814
 SY0814.The horizontal coordinates were scaled from a topographic map and have
 SY0814.an estimated accuracy of +/- 6 seconds.
 SY0814
 SY0814.The orthometric height was determined by differential leveling
 SY0814.and adjusted by the National Geodetic Survey in 1992..
 SY0814.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0814.rate of 0.0 thru 1.0 mm/km.
 SY0814
 SY0814.The geoid height was determined by GEOID03.
 SY0814
 SY0814.The dynamic height is computed by dividing the NAVD 88
 SY0814.geopotential number by the normal gravity value computed on the
 SY0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0814.degrees latitude (g = 980.6199 gals.).
 SY0814
 SY0814.The modeled gravity was interpolated from observed gravity values.
 SY0814
 SY0814;                    North         East    Units  Estimated Accuracy
 SY0814;SPC WA S     -   234,490.      322,920.      MT  (+/- 180 meters Scaled)
 SY0814
 SY0814                          SUPERSEDED SURVEY CONTROL
 SY0814
 SY0814  NGVD 29 (??/??/??)   66.491  (m)          218.15   (f) ADJUSTED    1 2
 SY0814
 SY0814.Superseded values are not recommended for survey control.
 SY0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0814.See file dsdata.txt to determine how the superseded data were derived.
 SY0814
 SY0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET115517(NAD 83)
 SY0814_MARKER: S = SPIKE
 SY0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0814_SP_SET: FIR TREE
 SY0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0814
 SY0814  HISTORY     - Date     Condition        Report By
 SY0814  HISTORY     - UNK      MONUMENTED       USGS
 SY0814  HISTORY     - 1944     GOOD             CGS
 SY0814
 SY0814                          STATION DESCRIPTION
 SY0814
 SY0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0814'2.3 MI SW FROM BELFAIR.
 SY0814'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 SY0814'BELFAIR, MASON COUNTY, THENCE 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY
 SY0814'14 A.  0.1 MILE NORTH OF A RAILROAD OVERPASS, 11 FEET SOUTH OF THE
 SY0814'CENTERLINE OF A RAILROAD TRUCKING ROAD, 29 FEET EAST OF THE CENTERLINE
 SY0814'OF THE HIGHWAY, AT A LEANING 15-INCH FIR TREE, IN THE WEST BASE BELOW
 SY0814'A TRIANGULAR BLAZE, AND 0.3 FOOT ABOVE THE GROUND.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0080 ***********************************************************************
 SC0080  DESIGNATION -  219 A
 SC0080  PID         -  SC0080
 SC0080  STATE/COUNTY-  WA/LEWIS
 SC0080  USGS QUAD   -  WINTERS MTN (1983)
 SC0080
 SC0080                         *CURRENT SURVEY CONTROL
 SC0080  ___________________________________________________________________
 SC0080* NAD 83(1991)-  46 28 26.89392(N)    122 17 21.07227(W)     ADJUSTED  
 SC0080* NAVD 88     -       199.403  (meters)     654.21   (feet)  ADJUSTED  
 SC0080  ___________________________________________________________________
 SC0080  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 SC0080  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SC0080  DYNAMIC HT  -         199.407 (meters)     654.22  (feet)  COMP
 SC0080  MODELED GRAV-     980,629.2   (mgal)                       NAVD 88
 SC0080
 SC0080  HORZ ORDER  -  SECOND
 SC0080  VERT ORDER  -  SECOND    CLASS 0
 SC0080
 SC0080.The horizontal coordinates were established by classical geodetic methods
 SC0080.and adjusted by the National Geodetic Survey in December 1991..
 SC0080
 SC0080.The orthometric height was determined by differential leveling
 SC0080.and adjusted by the National Geodetic Survey in June 1991..
 SC0080
 SC0080.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0080
 SC0080.The geoid height was determined by GEOID03.
 SC0080
 SC0080.The dynamic height is computed by dividing the NAVD 88
 SC0080.geopotential number by the normal gravity value computed on the
 SC0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0080.degrees latitude (g = 980.6199 gals.).
 SC0080
 SC0080.The modeled gravity was interpolated from observed gravity values.
 SC0080
 SC0080;                    North         East     Units Scale Factor Converg.
 SC0080;SPC WA S     -   128,358.073   362,615.539   MT  0.99991647   -1 17 58.8
 SC0080;SPC WA S     -   421,121.44  1,189,681.15   sFT  0.99991647   -1 17 58.8
 SC0080;UTM  10      - 5,146,975.011   554,567.829   MT  0.99963660   +0 30 55.4
 SC0080
 SC0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0080!SPC WA S     -   0.99997202  x   0.99991647  =   0.99988849
 SC0080!UTM  10      -   0.99997202  x   0.99963660  =   0.99960863
 SC0080
 SC0080                          SUPERSEDED SURVEY CONTROL
 SC0080
 SC0080  NAD 83(1991)-  46 28 26.89394(N)    122 17 21.07193(W) AD(       ) 2
 SC0080  NAD 83(1986)-  46 28 26.91072(N)    122 17 21.09281(W) AD(       ) 2
 SC0080  NAD 27      -  46 28 27.51700(N)    122 17 16.72500(W) AD(       ) 2
 SC0080  NGVD 29 (??/??/92)  198.334  (m)          650.70   (f) ADJ UNCH    2 0
 SC0080
 SC0080.Superseded values are not recommended for survey control.
 SC0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0080.See file dsdata.txt to determine how the superseded data were derived.
 SC0080
 SC0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES5456846975(NAD 83)
 SC0080_MARKER: DD = SURVEY DISK
 SC0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0080_STAMPING: 219 A 1946
 SC0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0080+STABILITY: SURFACE MOTION
 SC0080
 SC0080  HISTORY     - Date     Condition        Report By
 SC0080  HISTORY     - 1946     MONUMENTED       USE
 SC0080  HISTORY     - 1946     GOOD             DOD
 SC0080  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0080  HISTORY     - 1984     MARK NOT FOUND   NGS
 SC0080
 SC0080                          STATION DESCRIPTION
 SC0080
 SC0080'DESCRIBED BY US ENGINEERS 1946
 SC0080'STATION NISIKA IS ABOUT 4.5 MILES SOUTHEAST OF RIFFE, ABOUT 0.75 MILE
 SC0080'SOUTHWEST OF THE BRIDGE WHICH SPANS THE COWLITZ RIVER, ABOUT 0.1 MILE
 SC0080'WEST OF NESIKA JUNCTION, 35.3 FEET SOUTHEAST OF STATE HIGHWAY NUMBER
 SC0080'5, 35.3 FEET WEST OF A TELEPHONE POLE AND 4.3 FEET NORTH OF A WIRE
 SC0080'FENCE.
 SC0080'
 SC0080'TO REACH STATION NISIKA FROM RIFFE GO EAST ON STATE HIGHWAY NUMBER 5
 SC0080'FOR 5.2 MILES TO THE STATION ON THE RIGHT HAND SIDE OF THE ROAD.
 SC0080'
 SC0080'219 A IS A U.S. ARMY ENGINEERS CONTROL STATION BRONZE DISK, STAMPED
 SC0080'219 A 1946, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 SC0080'ABOUT 6 INCHES.  IT IS 40.4 FEET SOUTHWEST OF A T ROAD INTERSECTION
 SC0080'(NESIKA JUNCTION), 35.8 FEET WEST OF A FENCE CORNER, 28.5 FEET
 SC0080'SOUTH OF THE CENTER OF STATE HIGHWAY 5, 5.8 FEET WEST OF A WHITE
 SC0080'WITNESS POST AND 3.3 FEET NORTHWEST OF A TELEPHONE POLE.
 SC0080
 SC0080                          STATION RECOVERY (1946)
 SC0080
 SC0080'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1946
 SC0080'5.1 MI SE FROM RIFFE.
 SC0080'5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF STATE
 SC0080'HIGHWAY 5 L AT RIFFE, 47 FEET SOUTH OF A HIGHWAY SIGN, AT THE
 SC0080'Y-INTERSECTION OF A GRAVEL ROAD LEADING SOUTHEAST TO NESIKA, 36 FEET
 SC0080'SOUTHWEST OF THE CENTER OF THE INTERSECTION, 27 FEET SOUTH OF THE
 SC0080'CENTERLINE OF THE HIGHWAY, 3 FEET NORTH OF A POLE, AND 2 FEET WEST OF
 SC0080'A WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY,
 SC0080'STANDARD DISK, STAMPED 219 A 1946 AND SET IN THE TOP OF A CONCRETE
 SC0080'POST.
 SC0080
 SC0080                          STATION RECOVERY (1981)
 SC0080
 SC0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0080'MARK NOT FOUND.
 SC0080
 SC0080                          STATION RECOVERY (1984)
 SC0080
 SC0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0079 ***********************************************************************
 SC0079  DESIGNATION -  219 B
 SC0079  PID         -  SC0079
 SC0079  STATE/COUNTY-  WA/LEWIS
 SC0079  USGS QUAD   -  WINTERS MTN (1983)
 SC0079
 SC0079                         *CURRENT SURVEY CONTROL
 SC0079  ___________________________________________________________________
 SC0079* NAD 83(1986)-  46 28 27.     (N)    122 17 44.     (W)     SCALED    
 SC0079* NAVD 88     -       196.840  (meters)     645.80   (feet)  ADJUSTED  
 SC0079  ___________________________________________________________________
 SC0079  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SC0079  DYNAMIC HT  -         196.844 (meters)     645.81  (feet)  COMP
 SC0079  MODELED GRAV-     980,629.1   (mgal)                       NAVD 88
 SC0079
 SC0079  VERT ORDER  -  SECOND    CLASS 0
 SC0079
 SC0079.The horizontal coordinates were scaled from a topographic map and have
 SC0079.an estimated accuracy of +/- 6 seconds.
 SC0079
 SC0079.The orthometric height was determined by differential leveling
 SC0079.and adjusted by the National Geodetic Survey in June 1991..
 SC0079
 SC0079.The geoid height was determined by GEOID03.
 SC0079
 SC0079.The dynamic height is computed by dividing the NAVD 88
 SC0079.geopotential number by the normal gravity value computed on the
 SC0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0079.degrees latitude (g = 980.6199 gals.).
 SC0079
 SC0079.The modeled gravity was interpolated from observed gravity values.
 SC0079
 SC0079;                    North         East    Units  Estimated Accuracy
 SC0079;SPC WA S     -   128,370.      362,130.      MT  (+/- 180 meters Scaled)
 SC0079
 SC0079                          SUPERSEDED SURVEY CONTROL
 SC0079
 SC0079  NGVD 29 (??/??/92)  195.772  (m)          642.30   (f) ADJ UNCH    2 0
 SC0079
 SC0079.Superseded values are not recommended for survey control.
 SC0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0079.See file dsdata.txt to determine how the superseded data were derived.
 SC0079
 SC0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES540469(NAD 83)
 SC0079_MARKER: DD = SURVEY DISK
 SC0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0079_STAMPING: 219 B 1946
 SC0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0079+STABILITY: SURFACE MOTION
 SC0079
 SC0079  HISTORY     - Date     Condition        Report By
 SC0079  HISTORY     - 1946     MONUMENTED       DOD
 SC0079  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0079  HISTORY     - 1984     MARK NOT FOUND   NGS
 SC0079
 SC0079                          STATION DESCRIPTION
 SC0079
 SC0079'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 SC0079'4.9 MI SE FROM RIFFE.
 SC0079'4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF STATE
 SC0079'HIGHWAY 5 L AT RIFFE, 275 FEET EAST OF A RED BRICK FARMHOUSE, 46 FEET
 SC0079'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTH OF A FENCE LINE,
 SC0079'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER
 SC0079'THAN THE HIGHWAY.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 SC0079'STAMPED 219 B 1946 AND SET IN THE TOP OF A CONCRETE POST.
 SC0079
 SC0079                          STATION RECOVERY (1981)
 SC0079
 SC0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0079'MARK NOT FOUND.
 SC0079
 SC0079                          STATION RECOVERY (1984)
 SC0079
 SC0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0077 ***********************************************************************
 SC0077  DESIGNATION -  219 C
 SC0077  PID         -  SC0077
 SC0077  STATE/COUNTY-  WA/LEWIS
 SC0077  USGS QUAD   -  WINTERS MTN (1983)
 SC0077
 SC0077                         *CURRENT SURVEY CONTROL
 SC0077  ___________________________________________________________________
 SC0077* NAD 83(1986)-  46 29 08.     (N)    122 19 48.     (W)     SCALED    
 SC0077* NAVD 88     -       188.703  (meters)     619.10   (feet)  ADJUSTED  
 SC0077  ___________________________________________________________________
 SC0077  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SC0077  DYNAMIC HT  -         188.708 (meters)     619.12  (feet)  COMP
 SC0077  MODELED GRAV-     980,637.1   (mgal)                       NAVD 88
 SC0077
 SC0077  VERT ORDER  -  SECOND    CLASS 0
 SC0077
 SC0077.The horizontal coordinates were scaled from a topographic map and have
 SC0077.an estimated accuracy of +/- 6 seconds.
 SC0077
 SC0077.The orthometric height was determined by differential leveling
 SC0077.and adjusted by the National Geodetic Survey in June 1991..
 SC0077
 SC0077.The geoid height was determined by GEOID03.
 SC0077
 SC0077.The dynamic height is computed by dividing the NAVD 88
 SC0077.geopotential number by the normal gravity value computed on the
 SC0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0077.degrees latitude (g = 980.6199 gals.).
 SC0077
 SC0077.The modeled gravity was interpolated from observed gravity values.
 SC0077
 SC0077;                    North         East    Units  Estimated Accuracy
 SC0077;SPC WA S     -   129,700.      359,510.      MT  (+/- 180 meters Scaled)
 SC0077
 SC0077                          SUPERSEDED SURVEY CONTROL
 SC0077
 SC0077  NGVD 29 (??/??/92)  187.636  (m)          615.60   (f) ADJ UNCH    2 0
 SC0077
 SC0077.Superseded values are not recommended for survey control.
 SC0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0077.See file dsdata.txt to determine how the superseded data were derived.
 SC0077
 SC0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES514482(NAD 83)
 SC0077_MARKER: DD = SURVEY DISK
 SC0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0077_STAMPING: 219 C 1946
 SC0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0077+STABILITY: SURFACE MOTION
 SC0077
 SC0077  HISTORY     - Date     Condition        Report By
 SC0077  HISTORY     - 1946     MONUMENTED       DOD
 SC0077  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0077  HISTORY     - 1984     MARK NOT FOUND   NGS
 SC0077
 SC0077                          STATION DESCRIPTION
 SC0077
 SC0077'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 SC0077'3.0 MI SE FROM RIFFE.
 SC0077'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF STATE
 SC0077'HIGHWAY 5 L AT RIFFE, 350 FEET EAST OF THE JUNCTION OF A DRIVEWAY TO
 SC0077'THE S.L. MILLS FARMHOUSE, 47 FEET SOUTH OF THE CENTERLINE OF THE
 SC0077'HIGHWAY, 10 FEET SOUTH OF A STUB GUY POLE, 6 FEET NORTHWEST OF A
 SC0077'30-INCH FIR TREE, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 SC0077'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 219 C 1946 AND
 SC0077'SET IN THE TOP OF A CONCRETE POST.
 SC0077
 SC0077                          STATION RECOVERY (1981)
 SC0077
 SC0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0077'MARK NOT FOUND.
 SC0077
 SC0077                          STATION RECOVERY (1984)
 SC0077
 SC0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0075 ***********************************************************************
 SC0075  DESIGNATION -  219 D
 SC0075  PID         -  SC0075
 SC0075  STATE/COUNTY-  WA/LEWIS
 SC0075  USGS QUAD   -  WINTERS MTN (1983)
 SC0075
 SC0075                         *CURRENT SURVEY CONTROL
 SC0075  ___________________________________________________________________
 SC0075* NAD 83(1986)-  46 29 56.     (N)    122 20 58.     (W)     SCALED    
 SC0075* NAVD 88     -       169.486  (meters)     556.06   (feet)  ADJUSTED  
 SC0075  ___________________________________________________________________
 SC0075  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SC0075  DYNAMIC HT  -         169.492 (meters)     556.08  (feet)  COMP
 SC0075  MODELED GRAV-     980,651.4   (mgal)                       NAVD 88
 SC0075
 SC0075  VERT ORDER  -  SECOND    CLASS 0
 SC0075
 SC0075.The horizontal coordinates were scaled from a topographic map and have
 SC0075.an estimated accuracy of +/- 6 seconds.
 SC0075
 SC0075.The orthometric height was determined by differential leveling
 SC0075.and adjusted by the National Geodetic Survey in June 1991..
 SC0075
 SC0075.The geoid height was determined by GEOID03.
 SC0075
 SC0075.The dynamic height is computed by dividing the NAVD 88
 SC0075.geopotential number by the normal gravity value computed on the
 SC0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0075.degrees latitude (g = 980.6199 gals.).
 SC0075
 SC0075.The modeled gravity was interpolated from observed gravity values.
 SC0075
 SC0075;                    North         East    Units  Estimated Accuracy
 SC0075;SPC WA S     -   131,220.      358,050.      MT  (+/- 180 meters Scaled)
 SC0075
 SC0075                          SUPERSEDED SURVEY CONTROL
 SC0075
 SC0075  NGVD 29 (??/??/92)  168.421  (m)          552.56   (f) ADJ UNCH    2 0
 SC0075
 SC0075.Superseded values are not recommended for survey control.
 SC0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0075.See file dsdata.txt to determine how the superseded data were derived.
 SC0075
 SC0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES499496(NAD 83)
 SC0075_MARKER: DD = SURVEY DISK
 SC0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0075_STAMPING: 219 D 1946
 SC0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0075+STABILITY: SURFACE MOTION
 SC0075
 SC0075  HISTORY     - Date     Condition        Report By
 SC0075  HISTORY     - 1946     MONUMENTED       DOD
 SC0075  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0075  HISTORY     - 1984     MARK NOT FOUND   NGS
 SC0075
 SC0075                          STATION DESCRIPTION
 SC0075
 SC0075'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 SC0075'1.7 MI SE FROM RIFFE.
 SC0075'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF STATE
 SC0075'HIGHWAY 5 L AT RIFFE, 91 FEET SOUTH OF POWER-TRANSMISSION LINE POLE
 SC0075'REA S 6-21, DIRECTLY IN FRONT OF THE A.O. GUNDERSON RANCH HOUSE, 47
 SC0075'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTH OF A FENCE
 SC0075'LINE, 4 FEET SOUTH OF A STUB GUY POLE, 2 FEET NORTH OF A WHITE WOODEN
 SC0075'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A CORPS OF
 SC0075'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 219 D 1946 AND SET IN THE
 SC0075'TOP OF A CONCRETE POST.
 SC0075
 SC0075                          STATION RECOVERY (1981)
 SC0075
 SC0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0075'MARK NOT FOUND.
 SC0075
 SC0075                          STATION RECOVERY (1984)
 SC0075
 SC0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0043 ***********************************************************************
 SC0043  DESIGNATION -  219 E
 SC0043  PID         -  SC0043
 SC0043  STATE/COUNTY-  WA/LEWIS
 SC0043  USGS QUAD   -  MORTON (1993)
 SC0043
 SC0043                         *CURRENT SURVEY CONTROL
 SC0043  ___________________________________________________________________
 SC0043* NAD 83(1986)-  46 30 49.     (N)    122 21 20.     (W)     SCALED    
 SC0043* NAVD 88     -       161.249  (meters)     529.03   (feet)  ADJUSTED  
 SC0043  ___________________________________________________________________
 SC0043  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SC0043  DYNAMIC HT  -         161.257 (meters)     529.06  (feet)  COMP
 SC0043  MODELED GRAV-     980,658.3   (mgal)                       NAVD 88
 SC0043
 SC0043  VERT ORDER  -  SECOND    CLASS 0
 SC0043
 SC0043.The horizontal coordinates were scaled from a topographic map and have
 SC0043.an estimated accuracy of +/- 6 seconds.
 SC0043
 SC0043.The orthometric height was determined by differential leveling
 SC0043.and adjusted by the National Geodetic Survey in June 1991..
 SC0043
 SC0043.The geoid height was determined by GEOID03.
 SC0043
 SC0043.The dynamic height is computed by dividing the NAVD 88
 SC0043.geopotential number by the normal gravity value computed on the
 SC0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0043.degrees latitude (g = 980.6199 gals.).
 SC0043
 SC0043.The modeled gravity was interpolated from observed gravity values.
 SC0043
 SC0043;                    North         East    Units  Estimated Accuracy
 SC0043;SPC WA S     -   132,860.      357,620.      MT  (+/- 180 meters Scaled)
 SC0043
 SC0043                          SUPERSEDED SURVEY CONTROL
 SC0043
 SC0043  NGVD 29 (??/??/92)  160.185  (m)          525.54   (f) ADJ UNCH    2 0
 SC0043
 SC0043.Superseded values are not recommended for survey control.
 SC0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0043.See file dsdata.txt to determine how the superseded data were derived.
 SC0043
 SC0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES494513(NAD 83)
 SC0043_MARKER: DD = SURVEY DISK
 SC0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0043_STAMPING: 219 E 1946
 SC0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0043+STABILITY: SURFACE MOTION
 SC0043
 SC0043  HISTORY     - Date     Condition        Report By
 SC0043  HISTORY     - 1946     MONUMENTED       DOD
 SC0043  HISTORY     - 1984     MARK NOT FOUND   NGS
 SC0043
 SC0043                          STATION DESCRIPTION
 SC0043
 SC0043'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 SC0043'0.7 MI E FROM RIFFE.
 SC0043'0.7 MILE EAST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF STATE HIGHWAY
 SC0043'5 L AT RIFFE, AT THE JUNCTION OF A PRIVATE DRIVEWAY LEADING TO A SMALL
 SC0043'WHITE HOUSE, 52 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET
 SC0043'WEST OF THE CENTERLINE OF THE DRIVEWAY, 42 FEET WEST OF
 SC0043'POWER-TRANSMISSION LINE POLE REA S 6-5 WITH A TRANSFORMER, 3 FEET
 SC0043'SOUTH OF A FENCE LINE, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 SC0043'POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 219 E
 SC0043'1946 AND SET IN THE TOP OF A CONCRETE POST.
 SC0043
 SC0043                          STATION RECOVERY (1984)
 SC0043
 SC0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0042 ***********************************************************************
 SC0042  DESIGNATION -  219 F
 SC0042  PID         -  SC0042
 SC0042  STATE/COUNTY-  WA/LEWIS
 SC0042  USGS QUAD   -  MORTON (1993)
 SC0042
 SC0042                         *CURRENT SURVEY CONTROL
 SC0042  ___________________________________________________________________
 SC0042* NAD 83(1986)-  46 30 53.     (N)    122 21 38.     (W)     SCALED    
 SC0042* NAVD 88     -       172.260  (meters)     565.16   (feet)  ADJUSTED  
 SC0042  ___________________________________________________________________
 SC0042  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 SC0042  DYNAMIC HT  -         172.268 (meters)     565.18  (feet)  COMP
 SC0042  MODELED GRAV-     980,659.5   (mgal)                       NAVD 88
 SC0042
 SC0042  VERT ORDER  -  SECOND    CLASS 0
 SC0042
 SC0042.The horizontal coordinates were scaled from a topographic map and have
 SC0042.an estimated accuracy of +/- 6 seconds.
 SC0042
 SC0042.The orthometric height was determined by differential leveling
 SC0042.and adjusted by the National Geodetic Survey in June 1991..
 SC0042
 SC0042.The geoid height was determined by GEOID03.
 SC0042
 SC0042.The dynamic height is computed by dividing the NAVD 88
 SC0042.geopotential number by the normal gravity value computed on the
 SC0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0042.degrees latitude (g = 980.6199 gals.).
 SC0042
 SC0042.The modeled gravity was interpolated from observed gravity values.
 SC0042
 SC0042;                    North         East    Units  Estimated Accuracy
 SC0042;SPC WA S     -   133,000.      357,240.      MT  (+/- 180 meters Scaled)
 SC0042
 SC0042                          SUPERSEDED SURVEY CONTROL
 SC0042
 SC0042  NGVD 29 (??/??/92)  171.195  (m)          561.66   (f) ADJ UNCH    2 0
 SC0042
 SC0042.Superseded values are not recommended for survey control.
 SC0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0042.See file dsdata.txt to determine how the superseded data were derived.
 SC0042
 SC0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES490514(NAD 83)
 SC0042_MARKER: DD = SURVEY DISK
 SC0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0042_STAMPING: 219 F 1946
 SC0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0042+STABILITY: SURFACE MOTION
 SC0042
 SC0042  HISTORY     - Date     Condition        Report By
 SC0042  HISTORY     - 1946     MONUMENTED       DOD
 SC0042  HISTORY     - 1984     MARK NOT FOUND   NGS
 SC0042
 SC0042                          STATION DESCRIPTION
 SC0042
 SC0042'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 SC0042'0.5 MI E FROM RIFFE.
 SC0042'0.5 MILE EAST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF STATE HIGHWAY
 SC0042'5 L AT RIFFE, 42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET
 SC0042'NORTH OF THE TOP OF A CUT BANK, 7 FEET SOUTH OF A FENCE LINE, 2 FEET
 SC0042'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 10 FEET HIGHER THAN
 SC0042'THE HIGHWAY.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 SC0042'219 F 1946 AND SET IN THE TOP OF A CONCRETE POST.
 SC0042
 SC0042                          STATION RECOVERY (1984)
 SC0042
 SC0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0034 ***********************************************************************
 SC0034  DESIGNATION -  219 L
 SC0034  PID         -  SC0034
 SC0034  STATE/COUNTY-  WA/LEWIS
 SC0034  USGS QUAD   -  MOSSYROCK (1993)
 SC0034
 SC0034                         *CURRENT SURVEY CONTROL
 SC0034  ___________________________________________________________________
 SC0034* NAD 83(1986)-  46 30 54.     (N)    122 26 00.     (W)     SCALED    
 SC0034* NAVD 88     -       252.371  (meters)     827.99   (feet)  ADJUSTED  
 SC0034  ___________________________________________________________________
 SC0034  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 SC0034  DYNAMIC HT  -         252.383 (meters)     828.03  (feet)  COMP
 SC0034  MODELED GRAV-     980,658.2   (mgal)                       NAVD 88
 SC0034
 SC0034  VERT ORDER  -  SECOND    CLASS 0
 SC0034
 SC0034.The horizontal coordinates were scaled from a topographic map and have
 SC0034.an estimated accuracy of +/- 6 seconds.
 SC0034
 SC0034.The orthometric height was determined by differential leveling
 SC0034.and adjusted by the National Geodetic Survey in June 1991..
 SC0034
 SC0034.The geoid height was determined by GEOID03.
 SC0034
 SC0034.The dynamic height is computed by dividing the NAVD 88
 SC0034.geopotential number by the normal gravity value computed on the
 SC0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0034.degrees latitude (g = 980.6199 gals.).
 SC0034
 SC0034.The modeled gravity was interpolated from observed gravity values.
 SC0034
 SC0034;                    North         East    Units  Estimated Accuracy
 SC0034;SPC WA S     -   133,160.      351,660.      MT  (+/- 180 meters Scaled)
 SC0034
 SC0034                          SUPERSEDED SURVEY CONTROL
 SC0034
 SC0034  NGVD 29 (??/??/92)  251.302  (m)          824.48   (f) ADJ UNCH    2 0
 SC0034
 SC0034.Superseded values are not recommended for survey control.
 SC0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0034.See file dsdata.txt to determine how the superseded data were derived.
 SC0034
 SC0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES434514(NAD 83)
 SC0034_MARKER: DD = SURVEY DISK
 SC0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0034_STAMPING: 219 L 1946
 SC0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0034+STABILITY: SURFACE MOTION
 SC0034
 SC0034  HISTORY     - Date     Condition        Report By
 SC0034  HISTORY     - 1946     MONUMENTED       DOD
 SC0034  HISTORY     - 1984     MARK NOT FOUND   NGS
 SC0034
 SC0034                          STATION DESCRIPTION
 SC0034
 SC0034'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 SC0034'2.6 MI SE FROM MOSSYROCK.
 SC0034'2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE LEWIS COUNTY ROAD
 SC0034'DISTRICT NO. 3 BUILDING AT MOSSYROCK, 0.1 MILE EAST OF THE POST OFFICE
 SC0034'AT AJLUNE, 300 FEET SOUTHWEST ACROSS THE HIGHWAY FROM AN ASSOCIATED
 SC0034'OIL CO. DISTRIBUTING PLANT, 42 FEET SOUTH OF THE CENTERLINE OF THE
 SC0034'HIGHWAY, 2 FEET NORTH OF A FENCE LINE, AND 1 FOOT NORTH OF A WHITE
 SC0034'WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 SC0034'STAMPED 219 L 1946 AND SET IN THE TOP OF A CONCRETE POST.
 SC0034
 SC0034                          STATION RECOVERY (1984)
 SC0034
 SC0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0032 ***********************************************************************
 SC0032  DESIGNATION -  219 M
 SC0032  PID         -  SC0032
 SC0032  STATE/COUNTY-  WA/LEWIS
 SC0032  USGS QUAD   -  MOSSYROCK (1993)
 SC0032
 SC0032                         *CURRENT SURVEY CONTROL
 SC0032  ___________________________________________________________________
 SC0032* NAD 83(1986)-  46 30 58.     (N)    122 26 54.     (W)     SCALED    
 SC0032* NAVD 88     -       221.731  (meters)     727.46   (feet)  ADJUSTED  
 SC0032  ___________________________________________________________________
 SC0032  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SC0032  DYNAMIC HT  -         221.742 (meters)     727.50  (feet)  COMP
 SC0032  MODELED GRAV-     980,659.9   (mgal)                       NAVD 88
 SC0032
 SC0032  VERT ORDER  -  SECOND    CLASS 0
 SC0032
 SC0032.The horizontal coordinates were scaled from a topographic map and have
 SC0032.an estimated accuracy of +/- 6 seconds.
 SC0032
 SC0032.The orthometric height was determined by differential leveling
 SC0032.and adjusted by the National Geodetic Survey in June 1991..
 SC0032
 SC0032.The geoid height was determined by GEOID03.
 SC0032
 SC0032.The dynamic height is computed by dividing the NAVD 88
 SC0032.geopotential number by the normal gravity value computed on the
 SC0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0032.degrees latitude (g = 980.6199 gals.).
 SC0032
 SC0032.The modeled gravity was interpolated from observed gravity values.
 SC0032
 SC0032;                    North         East    Units  Estimated Accuracy
 SC0032;SPC WA S     -   133,310.      350,510.      MT  (+/- 180 meters Scaled)
 SC0032
 SC0032                          SUPERSEDED SURVEY CONTROL
 SC0032
 SC0032  NGVD 29 (??/??/92)  220.663  (m)          723.96   (f) ADJ UNCH    2 0
 SC0032
 SC0032.Superseded values are not recommended for survey control.
 SC0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0032.See file dsdata.txt to determine how the superseded data were derived.
 SC0032
 SC0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES423515(NAD 83)
 SC0032_MARKER: DD = SURVEY DISK
 SC0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0032_STAMPING: 219 M 1946
 SC0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0032+STABILITY: SURFACE MOTION
 SC0032
 SC0032  HISTORY     - Date     Condition        Report By
 SC0032  HISTORY     - 1946     MONUMENTED       DOD
 SC0032  HISTORY     - 1984     MARK NOT FOUND   NGS
 SC0032
 SC0032                          STATION DESCRIPTION
 SC0032
 SC0032'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 SC0032'1.8 MI SE FROM MOSSYROCK.
 SC0032'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 5 FROM THE LEWIS COUNTY ROAD
 SC0032'DISTRICT NO. 3 BUILDING AT MOSSYROCK, MIDWAY BETWEEN TWO DRIVEWAYS, 41
 SC0032'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET NORTH OF A T-FENCE
 SC0032'JUNCTION, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A CORPS OF
 SC0032'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 219 M 1946 AND SET IN THE
 SC0032'TOP OF A CONCRETE POST.
 SC0032
 SC0032                          STATION RECOVERY (1984)
 SC0032
 SC0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0031 ***********************************************************************
 SC0031  DESIGNATION -  219 N
 SC0031  PID         -  SC0031
 SC0031  STATE/COUNTY-  WA/LEWIS
 SC0031  USGS QUAD   -  MOSSYROCK (1993)
 SC0031
 SC0031                         *CURRENT SURVEY CONTROL
 SC0031  ___________________________________________________________________
 SC0031* NAD 83(1986)-  46 31 40.     (N)    122 28 32.     (W)     SCALED    
 SC0031* NAVD 88     -       213.897  (meters)     701.76   (feet)  ADJUSTED  
 SC0031  ___________________________________________________________________
 SC0031  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SC0031  DYNAMIC HT  -         213.910 (meters)     701.80  (feet)  COMP
 SC0031  MODELED GRAV-     980,671.1   (mgal)                       NAVD 88
 SC0031
 SC0031  VERT ORDER  -  SECOND    CLASS 0
 SC0031
 SC0031.The horizontal coordinates were scaled from a topographic map and have
 SC0031.an estimated accuracy of +/- 6 seconds.
 SC0031
 SC0031.The orthometric height was determined by differential leveling
 SC0031.and adjusted by the National Geodetic Survey in June 1991..
 SC0031
 SC0031.The geoid height was determined by GEOID03.
 SC0031
 SC0031.The dynamic height is computed by dividing the NAVD 88
 SC0031.geopotential number by the normal gravity value computed on the
 SC0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0031.degrees latitude (g = 980.6199 gals.).
 SC0031
 SC0031.The modeled gravity was interpolated from observed gravity values.
 SC0031
 SC0031;                    North         East    Units  Estimated Accuracy
 SC0031;SPC WA S     -   134,660.      348,460.      MT  (+/- 180 meters Scaled)
 SC0031
 SC0031                          SUPERSEDED SURVEY CONTROL
 SC0031
 SC0031  NGVD 29 (??/??/92)  212.832  (m)          698.27   (f) ADJ UNCH    2 0
 SC0031
 SC0031.Superseded values are not recommended for survey control.
 SC0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0031.See file dsdata.txt to determine how the superseded data were derived.
 SC0031
 SC0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES402528(NAD 83)
 SC0031_MARKER: DD = SURVEY DISK
 SC0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0031_STAMPING: 219 N 1946
 SC0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0031+STABILITY: SURFACE MOTION
 SC0031
 SC0031  HISTORY     - Date     Condition        Report By
 SC0031  HISTORY     - 1946     MONUMENTED       DOD
 SC0031  HISTORY     - 1968     GOOD             NGS
 SC0031  HISTORY     - 1984     MARK NOT FOUND   NGS
 SC0031
 SC0031                          STATION DESCRIPTION
 SC0031
 SC0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SC0031'0.35 MI E FROM MASSYROCK.
 SC0031'0.05 MILE SOUTH ALONG COURT STREET FROM THE POST OFFICE AT MOSSYROCK,
 SC0031'THENCE 0.3 MILE EAST ALONG AN ASPHALT ROAD (FORMER HIGHWAY), IN R3E
 SC0031'T12N, SECTION 18, 0.05 MILE SOUTHEAST OF THE JUNCTION OF A STREET
 SC0031'NORTHWEST, AT THE JUNCTION OF A DIM TRACK ROAD SOUTHEAST, 29 FEET
 SC0031'NORTHEAST OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET NORTHWEST OF A
 SC0031'POWER POLE, 6 1/2 FEET SOUTHWEST OF THE TRACK ROAD, 39.5 FEET
 SC0031'NORTHWEST OF THE NORTH CORNER OF A 12-FOOT-SQUARE CONCRETE BLOCK, 12
 SC0031'FEET NORTHEAST OF A MOSSYROCK CITY SIGN, ABOUT 2 FEET HIGHER THAN THE
 SC0031'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 SC0031'THE GROUND.
 SC0031
 SC0031                          STATION RECOVERY (1984)
 SC0031
 SC0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0030 ***********************************************************************
 SC0030  DESIGNATION -  219 P
 SC0030  PID         -  SC0030
 SC0030  STATE/COUNTY-  WA/LEWIS
 SC0030  USGS QUAD   -  MOSSYROCK (1993)
 SC0030
 SC0030                         *CURRENT SURVEY CONTROL
 SC0030  ___________________________________________________________________
 SC0030* NAD 83(1986)-  46 31 43.     (N)    122 28 49.     (W)     SCALED    
 SC0030* NAVD 88     -       206.538  (meters)     677.62   (feet)  ADJUSTED  
 SC0030  ___________________________________________________________________
 SC0030  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 SC0030  DYNAMIC HT  -         206.551 (meters)     677.66  (feet)  COMP
 SC0030  MODELED GRAV-     980,672.4   (mgal)                       NAVD 88
 SC0030
 SC0030  VERT ORDER  -  SECOND    CLASS 0
 SC0030
 SC0030.The horizontal coordinates were scaled from a topographic map and have
 SC0030.an estimated accuracy of +/- 6 seconds.
 SC0030
 SC0030.The orthometric height was determined by differential leveling
 SC0030.and adjusted by the National Geodetic Survey in June 1991..
 SC0030
 SC0030.The geoid height was determined by GEOID03.
 SC0030
 SC0030.The dynamic height is computed by dividing the NAVD 88
 SC0030.geopotential number by the normal gravity value computed on the
 SC0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0030.degrees latitude (g = 980.6199 gals.).
 SC0030
 SC0030.The modeled gravity was interpolated from observed gravity values.
 SC0030
 SC0030;                    North         East    Units  Estimated Accuracy
 SC0030;SPC WA S     -   134,760.      348,100.      MT  (+/- 180 meters Scaled)
 SC0030
 SC0030                          SUPERSEDED SURVEY CONTROL
 SC0030
 SC0030  NGVD 29 (??/??/92)  205.472  (m)          674.12   (f) ADJ UNCH    2 0
 SC0030
 SC0030.Superseded values are not recommended for survey control.
 SC0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0030.See file dsdata.txt to determine how the superseded data were derived.
 SC0030
 SC0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES398529(NAD 83)
 SC0030_MARKER: DD = SURVEY DISK
 SC0030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC0030_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SC0030_STAMPING: 219 P 1946
 SC0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0030
 SC0030  HISTORY     - Date     Condition        Report By
 SC0030  HISTORY     - 1946     MONUMENTED       DOD
 SC0030  HISTORY     - 1968     MARK NOT FOUND   NGS
 SC0030
 SC0030                          STATION DESCRIPTION
 SC0030
 SC0030'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 SC0030'0.1 MI E FROM MOSSYROCK.
 SC0030'0.1 MILE EAST ALONG STATE HIGHWAY 5 FROM THE LEWIS COUNTY ROAD
 SC0030'DISTRICT NO. 3 BUILDING AT MOSSYROCK, 189 FEET NORTHWEST OF A
 SC0030'POWER-TRANSMISSION LINE POLE WITH A TRANSFORMER, 100 FEET WEST OF A
 SC0030'DRIVEWAY TO A WHITE HOUSE, 47 FEET NORTH OF THE CENTERLINE OF THE
 SC0030'HIGHWAY, 1.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A YARD FENCE, AND
 SC0030'1.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A CORPS OF
 SC0030'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 219 P 1946 AND SET IN THE
 SC0030'TOP OF A CONCRETE POST.
 SC0030
 SC0030                          STATION RECOVERY (1968)
 SC0030
 SC0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SC0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0028 ***********************************************************************
 SC0028  DESIGNATION -  219 Q
 SC0028  PID         -  SC0028
 SC0028  STATE/COUNTY-  WA/LEWIS
 SC0028  USGS QUAD   -  MOSSYROCK (1993)
 SC0028
 SC0028                         *CURRENT SURVEY CONTROL
 SC0028  ___________________________________________________________________
 SC0028* NAD 83(1986)-  46 31 45.     (N)    122 29 57.     (W)     SCALED    
 SC0028* NAVD 88     -       192.015  (meters)     629.97   (feet)  ADJUSTED  
 SC0028  ___________________________________________________________________
 SC0028  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 SC0028  DYNAMIC HT  -         192.028 (meters)     630.01  (feet)  COMP
 SC0028  MODELED GRAV-     980,676.5   (mgal)                       NAVD 88
 SC0028
 SC0028  VERT ORDER  -  SECOND    CLASS 0
 SC0028
 SC0028.The horizontal coordinates were scaled from a topographic map and have
 SC0028.an estimated accuracy of +/- 6 seconds.
 SC0028
 SC0028.The orthometric height was determined by differential leveling
 SC0028.and adjusted by the National Geodetic Survey in June 1991..
 SC0028
 SC0028.The geoid height was determined by GEOID03.
 SC0028
 SC0028.The dynamic height is computed by dividing the NAVD 88
 SC0028.geopotential number by the normal gravity value computed on the
 SC0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0028.degrees latitude (g = 980.6199 gals.).
 SC0028
 SC0028.The modeled gravity was interpolated from observed gravity values.
 SC0028
 SC0028;                    North         East    Units  Estimated Accuracy
 SC0028;SPC WA S     -   134,860.      346,650.      MT  (+/- 180 meters Scaled)
 SC0028
 SC0028                          SUPERSEDED SURVEY CONTROL
 SC0028
 SC0028  NGVD 29 (??/??/92)  190.951  (m)          626.48   (f) ADJ UNCH    2 0
 SC0028
 SC0028.Superseded values are not recommended for survey control.
 SC0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0028.See file dsdata.txt to determine how the superseded data were derived.
 SC0028
 SC0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES384529(NAD 83)
 SC0028_MARKER: DD = SURVEY DISK
 SC0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0028_STAMPING: 219 Q 1946
 SC0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0028+STABILITY: SURFACE MOTION
 SC0028
 SC0028  HISTORY     - Date     Condition        Report By
 SC0028  HISTORY     - 1946     MONUMENTED       USE
 SC0028  HISTORY     - 1968     GOOD             NGS
 SC0028  HISTORY     - 1980     GOOD             LOCENG
 SC0028
 SC0028                          STATION DESCRIPTION
 SC0028
 SC0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SC0028'0.9 MI W FROM MOSSYROCK.
 SC0028'0.05 MILE SOUTH ALONG COURT STREET FROM THE POST OFFICE AT MOSSYROCK,
 SC0028'THENCE 0.85 MILE WEST ALONG AN ASPHALT ROAD, 286 FEET WEST OF THE
 SC0028'CENTER OF THE Y JUNCTION OF AN ASPHALT ROAD WEST, 47 FEET SOUTH OF THE
 SC0028'CENTER LINE OF THE ROAD, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD
 SC0028'WEST, 26 FEET EAST-SOUTHEAST OF TELEPHONE POLE 21 W2, 1.9 FEET NORTH
 SC0028'OF A POST SUPPORTING A ALDRICH BERRY FARM SIGN, 1.4 FEET NORTHWEST OF
 SC0028'A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 SC0028'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SC0028
 SC0028                          STATION RECOVERY (1980)
 SC0028
 SC0028'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 SC0028'WITNESS POST. BY MON. CLEANED AREA AROUND MON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1561 ***********************************************************************
 SC1561  DESIGNATION -  219 R RESET
 SC1561  PID         -  SC1561
 SC1561  STATE/COUNTY-  WA/LEWIS
 SC1561  USGS QUAD   -  MAYFIELD LAKE (1993)
 SC1561
 SC1561                         *CURRENT SURVEY CONTROL
 SC1561  ___________________________________________________________________
 SC1561* NAD 83(1991)-  46 31 57.53986(N)    122 32 09.55565(W)     ADJUSTED  
 SC1561* NAVD 88     -       174.82   (meters)     573.6    (feet)  RESET     
 SC1561  ___________________________________________________________________
 SC1561  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 SC1561  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SC1561
 SC1561  HORZ ORDER  -  THIRD
 SC1561  VERT ORDER  -  THIRD
 SC1561
 SC1561.The horizontal coordinates were established by classical geodetic methods
 SC1561.and adjusted by the National Geodetic Survey in December 1991..
 SC1561.No horizontal observational check was made to the station.
 SC1561
 SC1561.The orthometric height was computed from unverified reset data.
 SC1561.No vertical observational check was made to the station.
 SC1561
 SC1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1561
 SC1561.The geoid height was determined by GEOID03.
 SC1561
 SC1561;                    North         East     Units Scale Factor Converg.
 SC1561;SPC WA S     -   135,319.214   343,836.500   MT  0.99991501   -1 28 44.2
 SC1561;SPC WA S     -   443,959.79  1,128,070.25   sFT  0.99991501   -1 28 44.2
 SC1561;UTM  10      - 5,153,335.899   535,583.203   MT  0.99961556   +0 20 12.4
 SC1561
 SC1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1561!SPC WA S     -   0.99997593  x   0.99991501  =   0.99989094
 SC1561!UTM  10      -   0.99997593  x   0.99961556  =   0.99959150
 SC1561
 SC1561                          SUPERSEDED SURVEY CONTROL
 SC1561
 SC1561  NAD 83(1991)-  46 31 57.53986(N)    122 32 09.55565(W) AD(       ) 3
 SC1561  NAD 83(1986)-  46 31 57.55288(N)    122 32 09.55215(W) AD(       ) 3
 SC1561  NAD 27      -  46 31 58.16754(N)    122 32 05.15252(W) AD(       ) 3
 SC1561  NGVD 29 (12/17/02)  173.76   (m)          570.1    (f) RESET       3  
 SC1561
 SC1561.Superseded values are not recommended for survey control.
 SC1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1561.See file dsdata.txt to determine how the superseded data were derived.
 SC1561
 SC1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES3558353336(NAD 83)
 SC1561_MARKER: DD = SURVEY DISK
 SC1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1561_SP_SET: CONCRETE POST
 SC1561_STAMPING: 219 R 1946 RESET 1969
 SC1561_MARK LOGO: USE   
 SC1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1561+STABILITY: SURFACE MOTION
 SC1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1561+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1989
 SC1561
 SC1561  HISTORY     - Date     Condition        Report By
 SC1561  HISTORY     - 1969     MONUMENTED       USE
 SC1561  HISTORY     - 1969     GOOD             USE
 SC1561  HISTORY     - 1987     GOOD             USPSQD
 SC1561  HISTORY     - 1989     GOOD             USPSQD
 SC1561  HISTORY     - 19890710 GOOD             NGS
 SC1561
 SC1561                          STATION DESCRIPTION
 SC1561
 SC1561'DESCRIBED BY US ENGINEERS 1969
 SC1561'THE STATION IS ABOUT 2-1/2 MILES WEST OF MOSSYROCK, 2 MILES
 SC1561'NORTH-NORTHEAST OF MAYFIELD, AND ON THE RIGHT-OF-WAY OF STATE
 SC1561'HIGHWAY 12, BETWEEN THE NEW AND OLD ROADS, AND AT A POINT WHERE
 SC1561'THE OLD HIGHWAY IS BEING USED AS A DRIVEWAY TO A FARMYARD.
 SC1561'
 SC1561'219 R RESET IS A U.S. ARMY ENGINEERS CONTROL STATION DISK,
 SC1561'STAMPED 219 R 1946 RESET 1969, (THIS WAS RM 2 FOR MOSSY 1947,
 SC1561'WHICH WAS FOUND OUT OF THE GROUND.  THE MARK WAS REESTABLISHED NEAR
 SC1561'MOSSY 2.) (NEW POSITION COMPUTED).  IT IS 53 FEET EAST OF THE
 SC1561'PROJECTED CENTERLINE OF A GRAVEL DRIVEWAY INTO A FARMHOUSE, 31
 SC1561'FEET SOUTH OF THE CENTER OF THE OLD HIGHWAY, AND 10.5 FEET WEST
 SC1561'OF THE PROJECTED EAST SIDE OF THE FARMHOUSE.
 SC1561'
 SC1561'TO REACH FROM THE T-INTERSECTION 1/2 BLOCK WEST OF THE THEATRE
 SC1561'IN MOSSYROCK, GO NORTH 0.35 MILE TO A STOP SIGN, TURN LEFT AND GO
 SC1561'WEST ON STATE HIGHWAY 12 FOR 1.0 MILE TO A SIDE ROAD SOUTH,
 SC1561'CONTINUE WEST 0.1 MILE TO A REVERSE Y AND STATION SA 9 (USE) 1947
 SC1561'ON THE LEFT, CONTINUE WEST 1.15 MILES TO PRIM TRAV (USGS) ON THE
 SC1561'LEFT, 28 YARDS WEST OF THE CENTER OF WILSON ROAD.
 SC1561
 SC1561                          STATION RECOVERY (1969)
 SC1561
 SC1561'RECOVERY NOTE BY US ENGINEERS 1969
 SC1561'RECOVERED IN GOOD CONDITION.
 SC1561
 SC1561                          STATION RECOVERY (1987)
 SC1561
 SC1561'RECOVERY NOTE BY US POWER SQUADRON 1987 (ERR)
 SC1561'RECOVERED IN GOOD CONDITION.
 SC1561
 SC1561                          STATION RECOVERY (1989)
 SC1561
 SC1561'RECOVERY NOTE BY US POWER SQUADRON 1989 (RPL)
 SC1561'RECOVERED IN GOOD CONDITION.
 SC1561
 SC1561                          STATION RECOVERY (1989)
 SC1561
 SC1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SC1561'THE STATION IS LOCATED ABOUT 41.6 KM (25.8 MI) NORTHEAST OF CASTL
 SC1561'EROCK, 38.4 KM (23.9 MI) SOUTHEAST OF CHEHALIS, 9.6 KM (6.0 MI) EAST
 SC1561'OF SALKUM, 4.0 KM (2.5 MI) WEST OF MOSSY ROCK AND ON RIGHT-OF-WAY FOR
 SC1561'US HIGHWAY 12.
 SC1561'TO REACH FROM THE JUNCTION OF HARMONY ROAD, WILLIAMS STREET AND US
 SC1561'HIGHWAY 12 IN MOSSY ROCK, GO WEST ON US HIGHWAY 12 FOR 3.57 KM
 SC1561'(2.22 MI) TO WILSON ROAD ON THE RIGHT.  CONTINUE WESTERLY ON US
 SC1561'HIGHWAY 12 FOR 0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT.
 SC1561'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 SC1561'WITH THE GROUND SURFACE.  IT IS 16.2 M (53.1 FT)  EAST OF THE CENTER
 SC1561'OF A DRIVEWAY, 9.4 M (30.8 FT) SOUTH OF THE CENTER OF KLICKITAT ROAD
 SC1561'AND ABOUT LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0247 ***********************************************************************
 SC0247  DESIGNATION -  219 S
 SC0247  PID         -  SC0247
 SC0247  STATE/COUNTY-  WA/LEWIS
 SC0247  USGS QUAD   -  MAYFIELD LAKE (1993)
 SC0247
 SC0247                         *CURRENT SURVEY CONTROL
 SC0247  ___________________________________________________________________
 SC0247* NAD 83(1986)-  46 31 51.     (N)    122 33 37.     (W)     SCALED    
 SC0247* NAVD 88     -       126.115  (meters)     413.76   (feet)  ADJUSTED  
 SC0247  ___________________________________________________________________
 SC0247  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SC0247  DYNAMIC HT  -         126.124 (meters)     413.79  (feet)  COMP
 SC0247  MODELED GRAV-     980,684.2   (mgal)                       NAVD 88
 SC0247
 SC0247  VERT ORDER  -  SECOND    CLASS 0
 SC0247
 SC0247.The horizontal coordinates were scaled from a topographic map and have
 SC0247.an estimated accuracy of +/- 6 seconds.
 SC0247
 SC0247.The orthometric height was determined by differential leveling
 SC0247.and adjusted by the National Geodetic Survey in June 1991..
 SC0247
 SC0247.The geoid height was determined by GEOID03.
 SC0247
 SC0247.The dynamic height is computed by dividing the NAVD 88
 SC0247.geopotential number by the normal gravity value computed on the
 SC0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0247.degrees latitude (g = 980.6199 gals.).
 SC0247
 SC0247.The modeled gravity was interpolated from observed gravity values.
 SC0247
 SC0247;                    North         East    Units  Estimated Accuracy
 SC0247;SPC WA S     -   135,170.      341,970.      MT  (+/- 180 meters Scaled)
 SC0247
 SC0247                          SUPERSEDED SURVEY CONTROL
 SC0247
 SC0247  NGVD 29 (??/??/92)  125.056  (m)          410.29   (f) ADJ UNCH    2 0
 SC0247
 SC0247.Superseded values are not recommended for survey control.
 SC0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0247.See file dsdata.txt to determine how the superseded data were derived.
 SC0247
 SC0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES337531(NAD 83)
 SC0247_MARKER: DD = SURVEY DISK
 SC0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0247_STAMPING: 219 S 1946
 SC0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0247+STABILITY: SURFACE MOTION
 SC0247
 SC0247  HISTORY     - Date     Condition        Report By
 SC0247  HISTORY     - 1946     MONUMENTED       DOD
 SC0247  HISTORY     - 1946     GOOD             NGS
 SC0247  HISTORY     - 1964     MARK NOT FOUND   NGS
 SC0247
 SC0247                          STATION DESCRIPTION
 SC0247
 SC0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SC0247'1.7 MI N FROM MAYFIELD.
 SC0247'REACHED FROM THE EAST END OF THE STEEL BRIDGE OVER THE COWLITZ RIVER
 SC0247'AT MAYFIELD, GO NORTH ON WASHINGTON STATE HIGHWAY 5 FOR 1.7 MILES TO
 SC0247'WHERE THE HIGHWAY CURVES TO THE RIGHT, EAST.  THE BENCH MARK IS ON THE
 SC0247'LEFT, 38 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET WEST OF A
 SC0247'METAL GUARD RAIL, 12 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN,
 SC0247'54 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF A BROWN, LOG HOUSE
 SC0247'AND 27.5 FEET SOUTHWEST OF A POWER LINE POLE THAT IS DOUBLE GUYED.
 SC0247'NOTE-- UNDER WATER.
 SC0247
 SC0247                          STATION RECOVERY (1964)
 SC0247
 SC0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 SC0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0245 ***********************************************************************
 SC0245  DESIGNATION -  219 T
 SC0245  PID         -  SC0245
 SC0245  STATE/COUNTY-  WA/LEWIS
 SC0245  USGS QUAD   -  MAYFIELD LAKE (1993)
 SC0245
 SC0245                         *CURRENT SURVEY CONTROL
 SC0245  ___________________________________________________________________
 SC0245* NAD 83(1986)-  46 30 41.     (N)    122 33 59.     (W)     SCALED    
 SC0245* NAVD 88     -       122.291  (meters)     401.22   (feet)  ADJUSTED  
 SC0245  ___________________________________________________________________
 SC0245  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SC0245  DYNAMIC HT  -         122.300 (meters)     401.25  (feet)  COMP
 SC0245  MODELED GRAV-     980,685.6   (mgal)                       NAVD 88
 SC0245
 SC0245  VERT ORDER  -  SECOND    CLASS 0
 SC0245
 SC0245.The horizontal coordinates were scaled from a topographic map and have
 SC0245.an estimated accuracy of +/- 6 seconds.
 SC0245
 SC0245.The orthometric height was determined by differential leveling
 SC0245.and adjusted by the National Geodetic Survey in June 1991..
 SC0245
 SC0245.The geoid height was determined by GEOID03.
 SC0245
 SC0245.The dynamic height is computed by dividing the NAVD 88
 SC0245.geopotential number by the normal gravity value computed on the
 SC0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0245.degrees latitude (g = 980.6199 gals.).
 SC0245
 SC0245.The modeled gravity was interpolated from observed gravity values.
 SC0245
 SC0245;                    North         East    Units  Estimated Accuracy
 SC0245;SPC WA S     -   133,020.      341,440.      MT  (+/- 180 meters Scaled)
 SC0245
 SC0245                          SUPERSEDED SURVEY CONTROL
 SC0245
 SC0245  NGVD 29 (??/??/92)  121.231  (m)          397.74   (f) ADJ UNCH    2 0
 SC0245
 SC0245.Superseded values are not recommended for survey control.
 SC0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0245.See file dsdata.txt to determine how the superseded data were derived.
 SC0245
 SC0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES332509(NAD 83)
 SC0245_MARKER: DD = SURVEY DISK
 SC0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0245_STAMPING: 219 T 1946
 SC0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0245+STABILITY: SURFACE MOTION
 SC0245
 SC0245  HISTORY     - Date     Condition        Report By
 SC0245  HISTORY     - 1946     MONUMENTED       DOD
 SC0245  HISTORY     - 1964     MARK NOT FOUND   NGS
 SC0245
 SC0245                          STATION DESCRIPTION
 SC0245
 SC0245'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 SC0245'0.2 MI N FROM MAYFIELD.
 SC0245'0.2 MILE NORTH ALONG STATE HIGHWAY 5 FROM THE EAST END OF THE STEEL
 SC0245'BRIDGE OVER COWLITZ RIVER AT MAYFIELD, 121 FEET SOUTHEAST OF A
 SC0245'POWER-TRANSMISSION LINE POLE, 39 FEET NORTHWEST OF A 60-INCH CEDAR
 SC0245'TREE, 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST
 SC0245'OF A WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY,
 SC0245'STANDARD DISK, STAMPED 219 T 1946 AND SET IN THE TOP OF A CONCRETE
 SC0245'POST.  NOTE-- UNDER WATER.
 SC0245
 SC0245                          STATION RECOVERY (1964)
 SC0245
 SC0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 SC0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0244 ***********************************************************************
 SC0244  DESIGNATION -  219 U
 SC0244  PID         -  SC0244
 SC0244  STATE/COUNTY-  WA/LEWIS
 SC0244  USGS QUAD   -  MAYFIELD LAKE (1993)
 SC0244
 SC0244                         *CURRENT SURVEY CONTROL
 SC0244  ___________________________________________________________________
 SC0244* NAD 83(1986)-  46 30 28.     (N)    122 34 11.     (W)     SCALED    
 SC0244* NAVD 88     -       114.864  (meters)     376.85   (feet)  ADJUSTED  
 SC0244  ___________________________________________________________________
 SC0244  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SC0244  DYNAMIC HT  -         114.872 (meters)     376.88  (feet)  COMP
 SC0244  MODELED GRAV-     980,685.5   (mgal)                       NAVD 88
 SC0244
 SC0244  VERT ORDER  -  SECOND    CLASS 0
 SC0244
 SC0244.The horizontal coordinates were scaled from a topographic map and have
 SC0244.an estimated accuracy of +/- 6 seconds.
 SC0244
 SC0244.The orthometric height was determined by differential leveling
 SC0244.and adjusted by the National Geodetic Survey in June 1991..
 SC0244
 SC0244.The geoid height was determined by GEOID03.
 SC0244
 SC0244.The dynamic height is computed by dividing the NAVD 88
 SC0244.geopotential number by the normal gravity value computed on the
 SC0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0244.degrees latitude (g = 980.6199 gals.).
 SC0244
 SC0244.The modeled gravity was interpolated from observed gravity values.
 SC0244
 SC0244;                    North         East    Units  Estimated Accuracy
 SC0244;SPC WA S     -   132,620.      341,180.      MT  (+/- 180 meters Scaled)
 SC0244
 SC0244                          SUPERSEDED SURVEY CONTROL
 SC0244
 SC0244  NGVD 29 (??/??/92)  113.804  (m)          373.37   (f) ADJ UNCH    2 0
 SC0244
 SC0244.Superseded values are not recommended for survey control.
 SC0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0244.See file dsdata.txt to determine how the superseded data were derived.
 SC0244
 SC0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES330505(NAD 83)
 SC0244_MARKER: DD = SURVEY DISK
 SC0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0244_STAMPING: 219 U 1946
 SC0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0244+STABILITY: SURFACE MOTION
 SC0244
 SC0244  HISTORY     - Date     Condition        Report By
 SC0244  HISTORY     - 1946     MONUMENTED       DOD
 SC0244  HISTORY     - 1946     GOOD             NGS
 SC0244  HISTORY     - 1964     MARK NOT FOUND   NGS
 SC0244
 SC0244                          STATION DESCRIPTION
 SC0244
 SC0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SC0244'IN MAYFIELD.
 SC0244'AT MAYFIELD, LEWIS COUNTY, 48 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 SC0244'OF A STEEL BRIDGE OVER COWLITZ RIVER, 20 FEET EAST OF THE CENTERLINE
 SC0244'OF A GRAVEL ROAD LEADING SOUTH TO WINSTON CREEK, AT THE GENERAL STORE,
 SC0244'19 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING, 2 FEET SOUTH OF
 SC0244'A WHITE WOODEN WITNESS POST, AND 1 FOOT WEST OF A FENCE LINE. NOTE--
 SC0244'LOCATED ABOUT 100 YARDS SOUTH OF THE POST OFFICE AT MAYFIELD, 48 YARDS
 SC0244'SOUTHEAST OF THE SOUTHEAST PART OF THE STEEL BRIDGE OVER THE COWLITZ
 SC0244'RIVER, 1 FOOT EAST OF A FENCE, 21 FEET EAST OF THE CENTER LINE OF A
 SC0244'PAVED ROAD, 19 FEET SOUTH OF THE SOUTHWEST CORNER OF A STORE BUILDING.
 SC0244'NOTE-- UNDER WATERS BACKED UP BY THE MAYFIELD DAM.
 SC0244
 SC0244                          STATION RECOVERY (1964)
 SC0244
 SC0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 SC0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0829 ***********************************************************************
 SB0829  DESIGNATION -  219 V
 SB0829  PID         -  SB0829
 SB0829  STATE/COUNTY-  WA/LEWIS
 SB0829  USGS QUAD   -  PACKWOOD (1994)
 SB0829
 SB0829                         *CURRENT SURVEY CONTROL
 SB0829  ___________________________________________________________________
 SB0829* NAD 83(1986)-  46 37 12.     (N)    121 39 45.     (W)     SCALED    
 SB0829* NAVD 88     -       344.518  (meters)    1130.31   (feet)  ADJUSTED  
 SB0829  ___________________________________________________________________
 SB0829  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 SB0829  DYNAMIC HT  -         344.514 (meters)    1130.29  (feet)  COMP
 SB0829  MODELED GRAV-     980,592.0   (mgal)                       NAVD 88
 SB0829
 SB0829  VERT ORDER  -  SECOND    CLASS 0
 SB0829
 SB0829.The horizontal coordinates were scaled from a topographic map and have
 SB0829.an estimated accuracy of +/- 6 seconds.
 SB0829
 SB0829.The orthometric height was determined by differential leveling
 SB0829.and adjusted by the National Geodetic Survey in June 1991..
 SB0829
 SB0829.The geoid height was determined by GEOID03.
 SB0829
 SB0829.The dynamic height is computed by dividing the NAVD 88
 SB0829.geopotential number by the normal gravity value computed on the
 SB0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0829.degrees latitude (g = 980.6199 gals.).
 SB0829
 SB0829.The modeled gravity was interpolated from observed gravity values.
 SB0829
 SB0829;                    North         East    Units  Estimated Accuracy
 SB0829;SPC WA S     -   143,670.      410,970.      MT  (+/- 180 meters Scaled)
 SB0829
 SB0829                          SUPERSEDED SURVEY CONTROL
 SB0829
 SB0829  NGVD 29 (??/??/92)  343.420  (m)         1126.70   (f) ADJ UNCH    2 0
 SB0829
 SB0829.Superseded values are not recommended for survey control.
 SB0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0829.See file dsdata.txt to determine how the superseded data were derived.
 SB0829
 SB0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS024638(NAD 83)
 SB0829_MARKER: DD = SURVEY DISK
 SB0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0829_SP_SET: CONCRETE POST
 SB0829_STAMPING: 219 V 1946
 SB0829_MARK LOGO: USE   
 SB0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0829+STABILITY: SURFACE MOTION
 SB0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0829+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1990
 SB0829
 SB0829  HISTORY     - Date     Condition        Report By
 SB0829  HISTORY     - 1946     MONUMENTED       DOD
 SB0829  HISTORY     - 1946     GOOD             NGS
 SB0829  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SB0829  HISTORY     - 19900403 GOOD             NGS
 SB0829  HISTORY     - 20051029 MARK NOT FOUND   USPSQD
 SB0829
 SB0829                          STATION DESCRIPTION
 SB0829
 SB0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0829'1.1 MI NE FROM PACKWOOD.
 SB0829'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE GRADE SCHOOL AT
 SB0829'PACKWOOD, SET IN THE TOP OF A CONCRETE POST, 60 FEET SOUTHWEST OF A
 SB0829'TELEPHONE POLE, 27 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3
 SB0829'FEET ABOVE HIGHWAY GRADE AT LOW THROUGH CUT, AND 3 FEET SOUTHEAST OF A
 SB0829'REFERENCE POST.
 SB0829
 SB0829                          STATION RECOVERY (1989)
 SB0829
 SB0829'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0829'MARK NOT FOUND.
 SB0829
 SB0829                          STATION RECOVERY (1990)
 SB0829
 SB0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SB0829'THE SATTION IS LOCATED ABOUT 43.5 KM (27.0 MI) SOUTHEAST OF ELBE, 43.5
 SB0829'KM (27.0 MI) WEST OF RIMROCK, 24.2 KM (15.0 MI) NORTHEAST OF RANDLE
 SB0829'AND 1.6 KM (1.0 MI) NORTHEAST OF PACKWOOD.
 SB0829'TO REACH FROM THE JUNCTION OF US HIGHWAY 12 AND MAIN STREET IN
 SB0829'PACKWOOD, GO NORTHEAST ON US HIGHWAY 12 FOR 1.77 KM (1.10 MI) TO A
 SB0829'PAVED APPROCH ON THE LEFT AND THE STATION.
 SB0829'THE MARK IS SET IN THE TOP OF A SQUARE CONCRET MONUMENT THAT PROJECTS
 SB0829'0.05 M (0.16 FT) ABOVE THE GROUND SURFCAE.  IT IS 23.0 M (75.5 FT)
 SB0829'NORTHWEST OF THE CENTER OF US HIGHWAY 12, 14.7 M (48.2 FT) NORTHEAST
 SB0829'OF A POWER LINE POLE AND 0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST.
 SB0829
 SB0829                          STATION RECOVERY (2005)
 SB0829
 SB0829'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAH)
 SB0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0831 ***********************************************************************
 SB0831  DESIGNATION -  219 X
 SB0831  PID         -  SB0831
 SB0831  STATE/COUNTY-  WA/LEWIS
 SB0831  USGS QUAD   -  TATOOSH LAKES (1989)
 SB0831
 SB0831                         *CURRENT SURVEY CONTROL
 SB0831  ___________________________________________________________________
 SB0831* NAD 83(1986)-  46 38 02.     (N)    121 38 20.     (W)     SCALED    
 SB0831* NAVD 88     -       358.250  (meters)    1175.36   (feet)  ADJUSTED  
 SB0831  ___________________________________________________________________
 SB0831  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 SB0831  DYNAMIC HT  -         358.246 (meters)    1175.35  (feet)  COMP
 SB0831  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 SB0831
 SB0831  VERT ORDER  -  SECOND    CLASS 0
 SB0831
 SB0831.The horizontal coordinates were scaled from a topographic map and have
 SB0831.an estimated accuracy of +/- 6 seconds.
 SB0831
 SB0831.The orthometric height was determined by differential leveling
 SB0831.and adjusted by the National Geodetic Survey in June 1991..
 SB0831
 SB0831.The geoid height was determined by GEOID03.
 SB0831
 SB0831.The dynamic height is computed by dividing the NAVD 88
 SB0831.geopotential number by the normal gravity value computed on the
 SB0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0831.degrees latitude (g = 980.6199 gals.).
 SB0831
 SB0831.The modeled gravity was interpolated from observed gravity values.
 SB0831
 SB0831;                    North         East    Units  Estimated Accuracy
 SB0831;SPC WA S     -   145,190.      412,800.      MT  (+/- 180 meters Scaled)
 SB0831
 SB0831                          SUPERSEDED SURVEY CONTROL
 SB0831
 SB0831  NGVD 29 (??/??/92)  357.151  (m)         1171.75   (f) ADJ UNCH    2 0
 SB0831
 SB0831.Superseded values are not recommended for survey control.
 SB0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0831.See file dsdata.txt to determine how the superseded data were derived.
 SB0831
 SB0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS041653(NAD 83)
 SB0831_MARKER: DD = SURVEY DISK
 SB0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0831_SP_SET: CONCRETE POST
 SB0831_STAMPING: 219 X 1946
 SB0831_MARK LOGO: USE   
 SB0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0831+STABILITY: SURFACE MOTION
 SB0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0831+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 SB0831
 SB0831  HISTORY     - Date     Condition        Report By
 SB0831  HISTORY     - 1946     MONUMENTED       DOD
 SB0831  HISTORY     - 1946     GOOD             NGS
 SB0831  HISTORY     - 1966     MARK NOT FOUND   LOCENG
 SB0831  HISTORY     - 1975     GOOD             NGS
 SB0831  HISTORY     - 19890731 GOOD             NGS
 SB0831  HISTORY     - 20051029 GOOD             USPSQD
 SB0831
 SB0831                          STATION DESCRIPTION
 SB0831
 SB0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0831'2.6 MI NE FROM PACKWOOD.
 SB0831'2.6 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE GRADE SCHOOL AT
 SB0831'PACKWOOD, SET IN THE TOP OF A CONCRETE POST, 100 FEET NORTH OF A SIGN
 SB0831'BOARD PACKWOOD CAFE, 60 FEET SOUTHEAST OF A TELEPHONE POLE, 50 FEET
 SB0831'NORTHEAST OF A JUNCTION OF THE HIGHWAY AND TRACK ROAD TO THE SOUTH, 22
 SB0831'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET NORTHWEST
 SB0831'OF A REFERENCE POST.  NOTE-- NEW HIGHWAY JOINS OLD ONE AT THIS POINT,
 SB0831'SO IT PROBABLY WAS DESTROYED.  FOUND 3 BPR BENCH MARKS - ONE SET IN
 SB0831'1929.
 SB0831
 SB0831                          STATION RECOVERY (1966)
 SB0831
 SB0831'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 SB0831'MARK NOT FOUND.
 SB0831
 SB0831                          STATION RECOVERY (1975)
 SB0831
 SB0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SB0831'FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 12, 1 BLOCK
 SB0831'EAST OF THE POST OFFICE IN PACKWOOD, GO NORTHERLY ON U.S. HIGHWAY 12
 SB0831'FOR 1.7 MILES, KEEP RIGHT AND FOLLOW THE OLD HIGHWAY FOR 0.85 MILE TO
 SB0831'THE MARK ON THE RIGHT, 0.15 MILE BEYOND AND NORTH OF THE BRIDGE, OVER
 SB0831'LAKE CREEK, 70 FEET SOUTHWEST OF A POWER POLE, 23 FEET SOUTHEAST OF
 SB0831'THE CENTER OF THE ROAD, 6.5 FEET NORTHWEST OF THE POWER LINE WIRES
 SB0831'AND 1 FOOT NORTHWEST OF A METAL WITNESS POST. A STANDARD DISK SET IN
 SB0831'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 SB0831
 SB0831                          STATION RECOVERY (1989)
 SB0831
 SB0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SB0831'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) NORTHEAST OF PACKWOOD ON
 SB0831'RIGHT-OF-WAY FOR THE ALIGNMENT OF THE OLD HIGHWAY.
 SB0831'TO REACH FROM THE MAIN INTERSECTION IN PACKWOOD, GO EASTERLY ON US
 SB0831'HIGHWAY 12 FOR AND THEN THE OLD HIGHWAY FOR 4.18 KM (2.60 MI) TO THE
 SB0831'MARK ON THE RIGHT.
 SB0831'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SB0831'WITH THE GROUND SURFACE.  IT IS 15.2 M (49.9 FT) NORTHEAST OF THE
 SB0831'TRACK ROAD, 6.7 M (22.0 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY
 SB0831'AND 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST.
 SB0831
 SB0831                          STATION RECOVERY (2005)
 SB0831
 SB0831'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAH)
 SB0831'FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 12 IN PACKWOOD
 SB0831'(THE POST OFFICE HAS MOVED.), GO NORTHERLY ON U.S. HIGHWAY 12 FOR 1.7
 SB0831'MILES, KEEP RIGHT AND FOLLOW THE OLD HIGHWAY, LAKE CREEK RD, FOR 0.85
 SB0831'MILES TO MARK ON THE RIGHT . . . 1 FOOT NORTHWEST OF A SHOTUP METAL
 SB0831'WITNESS POST OVERLAID BY A WASHINGTON STATE DOT SERVEY MARKER. STATION
 SB0831'RECOVERY NOTES OF 1975 ARE CORRECT WITH THESE ADDITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0832 ***********************************************************************
 SB0832  DESIGNATION -  219 Y USE
 SB0832  PID         -  SB0832
 SB0832  STATE/COUNTY-  WA/LEWIS
 SB0832  USGS QUAD   -  TATOOSH LAKES (1989)
 SB0832
 SB0832                         *CURRENT SURVEY CONTROL
 SB0832  ___________________________________________________________________
 SB0832* NAD 83(1986)-  46 38 21.     (N)    121 38 01.     (W)     SCALED    
 SB0832* NAVD 88     -       359.894  (meters)    1180.75   (feet)  ADJUSTED  
 SB0832  ___________________________________________________________________
 SB0832  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 SB0832  DYNAMIC HT  -         359.888 (meters)    1180.73  (feet)  COMP
 SB0832  MODELED GRAV-     980,589.5   (mgal)                       NAVD 88
 SB0832
 SB0832  VERT ORDER  -  SECOND    CLASS 0
 SB0832
 SB0832.The horizontal coordinates were scaled from a topographic map and have
 SB0832.an estimated accuracy of +/- 6 seconds.
 SB0832
 SB0832.The orthometric height was determined by differential leveling
 SB0832.and adjusted by the National Geodetic Survey in June 1991..
 SB0832
 SB0832.The geoid height was determined by GEOID03.
 SB0832
 SB0832.The dynamic height is computed by dividing the NAVD 88
 SB0832.geopotential number by the normal gravity value computed on the
 SB0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0832.degrees latitude (g = 980.6199 gals.).
 SB0832
 SB0832.The modeled gravity was interpolated from observed gravity values.
 SB0832
 SB0832;                    North         East    Units  Estimated Accuracy
 SB0832;SPC WA S     -   145,770.      413,210.      MT  (+/- 180 meters Scaled)
 SB0832
 SB0832                          SUPERSEDED SURVEY CONTROL
 SB0832
 SB0832  NGVD 29 (??/??/92)  358.793  (m)         1177.14   (f) ADJ UNCH    2 0
 SB0832
 SB0832.Superseded values are not recommended for survey control.
 SB0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0832.See file dsdata.txt to determine how the superseded data were derived.
 SB0832
 SB0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS045659(NAD 83)
 SB0832_MARKER: DD = SURVEY DISK
 SB0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0832_STAMPING: 219 Y 1946
 SB0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0832+STABILITY: SURFACE MOTION
 SB0832
 SB0832  HISTORY     - Date     Condition        Report By
 SB0832  HISTORY     - 1946     MONUMENTED       DOD
 SB0832  HISTORY     - 1946     GOOD             NGS
 SB0832  HISTORY     - 1969     MARK NOT FOUND   NGS
 SB0832
 SB0832                          STATION DESCRIPTION
 SB0832
 SB0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0832'3.0 MI NE FROM PACKWOOD.
 SB0832'3.0 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE GRADE SCHOOL AT
 SB0832'PACKWOOD, SET IN THE TOP OF A CONCRETE POST, 87 FEET NORTHEAST OF A
 SB0832'SECTION LINE MARKER POST, 22 FEET NORTHWEST OF THE CENTERLINE OF THE
 SB0832'HIGHWAY, 6 FEET SOUTH OF A TELEPHONE POLE, 5 FEET ABOVE THE HIGHWAY
 SB0832'GRADE AT THE WEST END OF A ROCK THROUGH CUT, AND 3 FEET SOUTHEAST OF A
 SB0832'REFERENCE POST.  NOTE-- THE ROAD HAS BEEN REBUILT TO THIS POINT, AND
 SB0832'THE NEW ROAD AND OLD ROAD JOIN AT THIS ROCK CUT.  OLD ROAD APPEARS TO
 SB0832'HAVE BEEN HIGHER AND IT IS ASSUMED THE MARK WAS DESTROYED DURING
 SB0832'CONSTRUCTION.
 SB0832
 SB0832                          STATION RECOVERY (1969)
 SB0832
 SB0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 SB0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1020 ***********************************************************************
 SB1020  DESIGNATION -  219 Z USE 1946 RM 2
 SB1020  PID         -  SB1020
 SB1020  STATE/COUNTY-  WA/LEWIS
 SB1020  USGS QUAD   -  OHANAPECOSH HOT SPRINGS (1989)
 SB1020
 SB1020                         *CURRENT SURVEY CONTROL
 SB1020  ___________________________________________________________________
 SB1020* NAD 83(1991)-  46 38 52.65611(N)    121 36 57.29048(W)     ADJUSTED  
 SB1020* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 SB1020  ___________________________________________________________________
 SB1020  LAPLACE CORR-           8.51  (seconds)                    DEFLEC99
 SB1020  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 SB1020
 SB1020  HORZ ORDER  -  SECOND
 SB1020
 SB1020.The horizontal coordinates were established by classical geodetic methods
 SB1020.and adjusted by the National Geodetic Survey in December 1991..
 SB1020
 SB1020.The orthometric height was scaled from a topographic map.
 SB1020
 SB1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1020
 SB1020.The geoid height was determined by GEOID03.
 SB1020
 SB1020;                    North         East     Units Scale Factor Converg.
 SB1020;SPC WA S     -   146,724.976   414,582.291   MT  0.99991520   -0 48 38.1
 SB1020;SPC WA S     -   481,380.19  1,360,175.40   sFT  0.99991520   -0 48 38.1
 SB1020;UTM  10      - 5,166,974.710   605,914.508   MT  0.99973788   +1 00 23.5
 SB1020
 SB1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1020!SPC WA S     -   0.99994476  x   0.99991520  =   0.99985996
 SB1020!UTM  10      -   0.99994476  x   0.99973788  =   0.99968265
 SB1020
 SB1020                          SUPERSEDED SURVEY CONTROL
 SB1020
 SB1020  NAD 83(1986)-  46 38 52.67566(N)    121 36 57.28451(W) AD(       ) 2
 SB1020  NAD 27      -  46 38 53.27000(N)    121 36 52.97200(W) AD(       ) 2
 SB1020
 SB1020.Superseded values are not recommended for survey control.
 SB1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1020.See file dsdata.txt to determine how the superseded data were derived.
 SB1020
 SB1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS0591566975(NAD 83)
 SB1020_MARKER: DD = SURVEY DISK
 SB1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB1020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SB1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1020+STABILITY: SURFACE MOTION
 SB1020
 SB1020  HISTORY     - Date     Condition        Report By
 SB1020  HISTORY     - 1946     MONUMENTED       USE
 SB1020  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SB1020
 SB1020                          STATION DESCRIPTION
 SB1020
 SB1020'DESCRIBED BY US ENGINEERS 1946 (EBB)
 SB1020'ABOUT 4 MILES NORTHEAST OF PACKWOOD, ABOUT 0.5 MILE SOUTH OF THE
 SB1020'OHANAPECOSH RIVER, 0.1 MILE SOUTHWEST OF COAL CREEK, 52 FEET
 SB1020'SOUTHWEST OF A TELEPHONE POLE AND 16 FEET NORTH OF STATE HIGHWAY
 SB1020'NUMBER 5.
 SB1020'
 SB1020'TO REACH STATION COAL CREEK FROM THE POST OFFICE IN PACKWOOD.  GO
 SB1020'NORTH AND EAST ON STATE HIGHWAY NUMBER 5 FOR 4.0 MILES TO THE STATION
 SB1020'ON THE LEFT HAND SIDE OF THE ROAD.
 SB1020'
 SB1020'REFERENCE MARK NUMBER 2 IS A U.S. ARMY ENGINEERS CONTROL
 SB1020'STATION BRONZE DISK SET IN THE TOP OF SQUARE CONCRETE POST THAT
 SB1020'PROJECTS ABOUT 8 INCHES AND IS ABOUT LEVEL WITH THE STATION.  IT
 SB1020'IS 21.4 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY NUMBER
 SB1020'5 AND 3 FEET SOUTH OF A LARGE STUMP.  IT IS STAMPED 219 Z 1946.
 SB1020
 SB1020                          STATION RECOVERY (1969)
 SB1020
 SB1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SB1020'THIS STATION HAS BEEN DESTROYED.  THE CONCRETE POST CONTAINING THE
 SB1020'DISK WAS FOUND LAYING ON TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0834 ***********************************************************************
 SB0834  DESIGNATION -  219 Z USE AZ MK
 SB0834  PID         -  SB0834
 SB0834  STATE/COUNTY-  WA/LEWIS
 SB0834  USGS QUAD   -  OHANAPECOSH HOT SPRINGS (1989)
 SB0834
 SB0834                         *CURRENT SURVEY CONTROL
 SB0834  ___________________________________________________________________
 SB0834* NAD 83(1986)-  46 38 56.     (N)    121 36 47.     (W)     SCALED    
 SB0834* NAVD 88     -       375.816  (meters)    1232.99   (feet)  ADJUSTED  
 SB0834  ___________________________________________________________________
 SB0834  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 SB0834  DYNAMIC HT  -         375.811 (meters)    1232.97  (feet)  COMP
 SB0834  MODELED GRAV-     980,589.1   (mgal)                       NAVD 88
 SB0834
 SB0834  VERT ORDER  -  SECOND    CLASS 0
 SB0834
 SB0834.The horizontal coordinates were scaled from a topographic map and have
 SB0834.an estimated accuracy of +/- 6 seconds.
 SB0834
 SB0834.The orthometric height was determined by differential leveling
 SB0834.and adjusted by the National Geodetic Survey in June 1991..
 SB0834
 SB0834.The geoid height was determined by GEOID03.
 SB0834
 SB0834.The dynamic height is computed by dividing the NAVD 88
 SB0834.geopotential number by the normal gravity value computed on the
 SB0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0834.degrees latitude (g = 980.6199 gals.).
 SB0834
 SB0834.The modeled gravity was interpolated from observed gravity values.
 SB0834
 SB0834;                    North         East    Units  Estimated Accuracy
 SB0834;SPC WA S     -   146,830.      414,800.      MT  (+/- 180 meters Scaled)
 SB0834
 SB0834                          SUPERSEDED SURVEY CONTROL
 SB0834
 SB0834  NGVD 29 (??/??/92)  374.715  (m)         1229.38   (f) ADJ UNCH    2 0
 SB0834
 SB0834.Superseded values are not recommended for survey control.
 SB0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0834.See file dsdata.txt to determine how the superseded data were derived.
 SB0834
 SB0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS061670(NAD 83)
 SB0834_MARKER: DZ = AZIMUTH MARK DISK
 SB0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0834_STAMPING: AZIMUTH MARK 219Z 1946
 SB0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0834+STABILITY: SURFACE MOTION
 SB0834
 SB0834  HISTORY     - Date     Condition        Report By
 SB0834  HISTORY     - 1946     MONUMENTED       DOD
 SB0834  HISTORY     - 1969     GOOD             NGS
 SB0834  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SB0834
 SB0834                          STATION DESCRIPTION
 SB0834
 SB0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 SB0834'4.2 MI NE FROM PACKWOOD.
 SB0834'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE GRADE SCHOOL AT
 SB0834'PACKWOOD, SET IN THE TOP OF A CONCRETE POST, AT THE EAST CORNER OF A
 SB0834'CONCRETE BRIDGE OVER COLA CREEK, 12 FEET SOUTHEAST OF THE CENTERLINE
 SB0834'OF THE HIGHWAY, IN LINE WITH THE SOUTHEAST GUARD RAIL, AND 3 FEET
 SB0834'NORTHWEST OF A REFERENCE POST.  NOTE-- THE PRESENT BRIDGE OVER COAL
 SB0834'CREEK IS TO REMAIN, BUT THE RAILINGS WILL BE KNOCKED OFF AND REPLACED,
 SB0834'AND A NEW BRIDGE CONSTRUCTED TO THE NORTH OF THE PRESENT STRUCTURE.
 SB0834'THIS ACTIVITY COULD DISTURB THE MARK.  A NEW MARK, 219Z RESET WAS
 SB0834'ESTABLISHED 93 YARDS SOUTHWEST OF THIS MARK.
 SB0834
 SB0834                          STATION RECOVERY (1989)
 SB0834
 SB0834'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0835 ***********************************************************************
 SB0835  DESIGNATION -  219 Z USERESET 1969
 SB0835  PID         -  SB0835
 SB0835  STATE/COUNTY-  WA/LEWIS
 SB0835  USGS QUAD   -  OHANAPECOSH HOT SPRINGS (1989)
 SB0835
 SB0835                         *CURRENT SURVEY CONTROL
 SB0835  ___________________________________________________________________
 SB0835* NAD 83(1986)-  46 38 56.     (N)    121 36 47.     (W)     SCALED    
 SB0835* NAVD 88     -       371.75   (meters)    1219.6    (feet)  RESET     
 SB0835  ___________________________________________________________________
 SB0835  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 SB0835
 SB0835  VERT ORDER  -  THIRD
 SB0835
 SB0835.The horizontal coordinates were scaled from a topographic map and have
 SB0835.an estimated accuracy of +/- 6 seconds.
 SB0835
 SB0835.The orthometric height was computed from unverified reset data.
 SB0835.No vertical observational check was made to the station.
 SB0835
 SB0835.The geoid height was determined by GEOID03.
 SB0835
 SB0835;                    North         East    Units  Estimated Accuracy
 SB0835;SPC WA S     -   146,830.      414,800.      MT  (+/- 180 meters Scaled)
 SB0835
 SB0835                          SUPERSEDED SURVEY CONTROL
 SB0835
 SB0835  NGVD 29 (??/??/??)  374.27   (m)         1227.9    (f) RESET       3  
 SB0835
 SB0835.Superseded values are not recommended for survey control.
 SB0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0835.See file dsdata.txt to determine how the superseded data were derived.
 SB0835
 SB0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS061670(NAD 83)
 SB0835_MARKER: DZ = AZIMUTH MARK DISK
 SB0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0835_STAMPING: 219 Z RESET 1969
 SB0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0835+STABILITY: SURFACE MOTION
 SB0835
 SB0835  HISTORY     - Date     Condition        Report By
 SB0835  HISTORY     - 1969     MONUMENTED       CGS
 SB0835  HISTORY     - 1989     GOOD             USPSQD
 SB0835
 SB0835                          STATION DESCRIPTION
 SB0835
 SB0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 SB0835'4.15 MI NE FROM PACKWOOD.
 SB0835'THE MARK IS 4.15 MILES NORTHEAST ALONG STATE HIGHWAY 12, FROM
 SB0835'PACKWOOD, 80 YARDS SOUTHWEST OF THE CENTER OF THE BRIDGE OVER COAL
 SB0835'CREEK, 54.5 FEET SOUTHEAST OF THE CENTER OF THE NEW ROAD, 2 FEET NORTH
 SB0835'OF A POWER POLE WITH A TRANSFORMER, 1 FOOT WEST OF A METAL WITNESS
 SB0835'POST AND ABOUT LEVEL WITH THE ROAD.  THE MARK IS A STANDARD DISK SET
 SB0835'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS ACROSS THE
 SB0835'ROAD FROM THE TIMBERLINE MOTEL.
 SB0835
 SB0835                          STATION RECOVERY (1989)
 SB0835
 SB0835'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4273 ***********************************************************************
 RD4273  DESIGNATION -  21914
 RD4273  PID         -  RD4273
 RD4273  STATE/COUNTY-  WA/CLARK
 RD4273  USGS QUAD   -  BATTLE GROUND (1990)
 RD4273
 RD4273                         *CURRENT SURVEY CONTROL
 RD4273  ___________________________________________________________________
 RD4273* NAD 83(1986)-  45 46 53.     (N)    122 33 31.     (W)     SCALED    
 RD4273* NAVD 88     -        86.199  (meters)     282.80   (feet)  ADJUSTED  
 RD4273  ___________________________________________________________________
 RD4273  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 RD4273  DYNAMIC HT  -          86.199 (meters)     282.80  (feet)  COMP
 RD4273  MODELED GRAV-     980,616.9   (mgal)                       NAVD 88
 RD4273
 RD4273  VERT ORDER  -  SECOND    CLASS II
 RD4273
 RD4273.The horizontal coordinates were scaled from a topographic map and have
 RD4273.an estimated accuracy of +/- 6 seconds.
 RD4273
 RD4273.The orthometric height was determined by differential leveling
 RD4273.and adjusted by the National Geodetic Survey in April 1995..
 RD4273
 RD4273.The geoid height was determined by GEOID03.
 RD4273
 RD4273.The dynamic height is computed by dividing the NAVD 88
 RD4273.geopotential number by the normal gravity value computed on the
 RD4273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4273.degrees latitude (g = 980.6199 gals.).
 RD4273
 RD4273.The modeled gravity was interpolated from observed gravity values.
 RD4273
 RD4273;                    North         East    Units  Estimated Accuracy
 RD4273;SPC WA S     -    51,890.      339,920.      MT  (+/- 180 meters Scaled)
 RD4273
 RD4273                          SUPERSEDED SURVEY CONTROL
 RD4273
 RD4273  NGVD 29 (03/17/92)   85.143  (m)          279.34   (f) ADJUSTED    2 2
 RD4273
 RD4273.Superseded values are not recommended for survey control.
 RD4273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4273.See file dsdata.txt to determine how the superseded data were derived.
 RD4273
 RD4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER343698(NAD 83)
 RD4273_MARKER: DB = BENCH MARK DISK
 RD4273_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4273_SP_SET: TOP OF CONCRETE CURB
 RD4273_STAMPING: 21914  1989
 RD4273_MARK LOGO: WA-011
 RD4273_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4273
 RD4273  HISTORY     - Date     Condition        Report By
 RD4273  HISTORY     - 1990     MONUMENTED       WA-011
 RD4273  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 RD4273
 RD4273                          STATION DESCRIPTION
 RD4273
 RD4273'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4273'NORTH OF CITY OF VANCOUVER, ALONG NE 112TH AVENUE, APPROX. 325 FT
 RD4273'(99.1 M) NORTH OF NE 219TH STREET, 0.8 KM (0.5 MI) WEST OF
 RD4273'INTERSECTION OF SR 503 AND SR 502 AT BATTLE GROUND, 100.6 FT
 RD4273'(30.7 M) SOUTH OF CENTERLINE NORTH DRIVEWAY TO REFLECTOR NEWSPAPER
 RD4273'BLDG., 122.0 FT (37.2 M) SOUTH OF POWER POLE NUMBER A42 34 9703 54,
 RD4273'89.8 FT (27.4 M) NORTH OF FIRE HYDRANT, 188.7 FT (57.5 M) NORTH OF
 RD4273'SOUTH DRIVEWAY CENTERLINE, SET 2 INCH DOMED BRASS DISK IN CONCRETE
 RD4273'CURB.
 RD4273
 RD4273                          STATION RECOVERY (2002)
 RD4273
 RD4273'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RD4273'NE 112TH AVENUE IS NOW NW 20TH AVENUE. BRASS DISK MISSING, FOUND HOLE
 RD4273'IN CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0621 ***********************************************************************
 RD0621  DESIGNATION -  22
 RD0621  PID         -  RD0621
 RD0621  STATE/COUNTY-  WA/CLARK
 RD0621  USGS QUAD   -  PORTLAND (1990)
 RD0621
 RD0621                         *CURRENT SURVEY CONTROL
 RD0621  ___________________________________________________________________
 RD0621* NAD 83(1986)-  45 37 23.     (N)    122 40 22.     (W)     SCALED    
 RD0621* NAVD 88     -         9.904  (meters)      32.49   (feet)  POSTED    
 RD0621  ___________________________________________________________________
 RD0621  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD0621  DYNAMIC HT  -           9.900 (meters)      32.48  (feet)  COMP
 RD0621  MODELED GRAV-     980,625.8   (mgal)                       NAVD 88
 RD0621
 RD0621  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RD0621
 RD0621.The horizontal coordinates were scaled from a topographic map and have
 RD0621.an estimated accuracy of +/- 6 seconds.
 RD0621
 RD0621.The orthometric height was determined by differential leveling
 RD0621.and adjusted by the National Geodetic Survey in 1992..
 RD0621.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RD0621.rate of 3.1 thru 4.0 mm/km.
 RD0621
 RD0621.The geoid height was determined by GEOID03.
 RD0621
 RD0621.The dynamic height is computed by dividing the NAVD 88
 RD0621.geopotential number by the normal gravity value computed on the
 RD0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0621.degrees latitude (g = 980.6199 gals.).
 RD0621
 RD0621.The modeled gravity was interpolated from observed gravity values.
 RD0621
 RD0621;                    North         East    Units  Estimated Accuracy
 RD0621;SPC WA S     -    34,540.      330,560.      MT  (+/- 180 meters Scaled)
 RD0621
 RD0621                          SUPERSEDED SURVEY CONTROL
 RD0621
 RD0621  NGVD 29 (??/??/92)    8.849  (m)           29.03   (f) ADJ UNCH    1 2
 RD0621
 RD0621.Superseded values are not recommended for survey control.
 RD0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0621.See file dsdata.txt to determine how the superseded data were derived.
 RD0621
 RD0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER255522(NAD 83)
 RD0621_MARKER: DD = SURVEY DISK
 RD0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0621_SP_SET: CURB
 RD0621_STAMPING: 22
 RD0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0621+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 RD0621
 RD0621  HISTORY     - Date     Condition        Report By
 RD0621  HISTORY     - UNK      MONUMENTED       LOCENG
 RD0621  HISTORY     - 1941     GOOD             NGS
 RD0621  HISTORY     - 1985     GOOD             USPSQD
 RD0621  HISTORY     - 1989     GOOD             USPSQD
 RD0621  HISTORY     - 1990     GOOD             USPSQD
 RD0621  HISTORY     - 20020224 GOOD             USPSQD
 RD0621  HISTORY     - 20050118 GOOD             USPSQD
 RD0621  HISTORY     - 20060228 GOOD             USPSQD
 RD0621
 RD0621                          STATION DESCRIPTION
 RD0621
 RD0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0621'IN VANCOUVER.
 RD0621'AT THE INTERSECTION OF W. 2ND. AND COLUMBIA STREETS.  NORTH-EAST
 RD0621'CORNER.  IN CURB.
 RD0621
 RD0621                          STATION RECOVERY (1985)
 RD0621
 RD0621'RECOVERY NOTE BY US POWER SQUADRON 1985
 RD0621'NEW DESC: CONSTRUCTION HAS ELIMINATED SECOND STREET. TO FIND MARK.
 RD0621'FOLLOW CURBING SOUTH ON EAST SIDE OF COLUMBIA STREET AT W 3RD STREET.
 RD0621'MARK IS IN CONCRETE CURB APPROXIMATELY 6 FEET NORTH OF ALUMINUM LIGH
 RD0621'POLE MOUNTED IN SIDEWALK.
 RD0621
 RD0621                          STATION RECOVERY (1989)
 RD0621
 RD0621'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWM)
 RD0621'RECOVERED IN GOOD CONDITION.
 RD0621
 RD0621                          STATION RECOVERY (1990)
 RD0621
 RD0621'RECOVERY NOTE BY US POWER SQUADRON 1990 (EF)
 RD0621'RECOVERED IN GOOD CONDITION.
 RD0621
 RD0621                          STATION RECOVERY (2002)
 RD0621
 RD0621'RECOVERY NOTE BY US POWER SQUADRON 2002 (JC)
 RD0621'RECOVERED IN GOOD CONDITION.
 RD0621
 RD0621                          STATION RECOVERY (2005)
 RD0621
 RD0621'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD0621'RECOVERED IN GOOD CONDITION.
 RD0621
 RD0621                          STATION RECOVERY (2006)
 RD0621
 RD0621'RECOVERY NOTE BY US POWER SQUADRON 2006 (CJ)
 RD0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0408 ***********************************************************************
 TR0408  DESIGNATION -  22
 TR0408  PID         -  TR0408
 TR0408  STATE/COUNTY-  WA/ISLAND
 TR0408  USGS QUAD   -  OAK HARBOR (1973)
 TR0408
 TR0408                         *CURRENT SURVEY CONTROL
 TR0408  ___________________________________________________________________
 TR0408* NAD 83(1986)-  48 20 18.     (N)    122 40 28.     (W)     SCALED    
 TR0408* NAVD 88     -        21.346  (meters)      70.03   (feet)  ADJUSTED  
 TR0408  ___________________________________________________________________
 TR0408  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR0408  DYNAMIC HT  -          21.351 (meters)      70.05  (feet)  COMP
 TR0408  MODELED GRAV-     980,860.8   (mgal)                       NAVD 88
 TR0408
 TR0408  VERT ORDER  -  FIRST     CLASS II
 TR0408
 TR0408.The horizontal coordinates were scaled from a topographic map and have
 TR0408.an estimated accuracy of +/- 6 seconds.
 TR0408
 TR0408.The orthometric height was determined by differential leveling
 TR0408.and adjusted by the National Geodetic Survey in June 1991..
 TR0408
 TR0408.The geoid height was determined by GEOID03.
 TR0408
 TR0408.The dynamic height is computed by dividing the NAVD 88
 TR0408.geopotential number by the normal gravity value computed on the
 TR0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0408.degrees latitude (g = 980.6199 gals.).
 TR0408
 TR0408.The modeled gravity was interpolated from observed gravity values.
 TR0408
 TR0408;                    North         East    Units  Estimated Accuracy
 TR0408;SPC WA N     -   150,430.      363,530.      MT  (+/- 180 meters Scaled)
 TR0408
 TR0408                          SUPERSEDED SURVEY CONTROL
 TR0408
 TR0408  NGVD 29 (??/??/92)   20.201  (m)           66.28   (f) ADJ UNCH    1 2
 TR0408
 TR0408.Superseded values are not recommended for survey control.
 TR0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0408.See file dsdata.txt to determine how the superseded data were derived.
 TR0408
 TR0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU241539(NAD 83)
 TR0408_MARKER: Z = SEE DESCRIPTION
 TR0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0408_STAMPING: 22
 TR0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0408+STABILITY: SURFACE MOTION
 TR0408
 TR0408  HISTORY     - Date     Condition        Report By
 TR0408  HISTORY     - UNK      MONUMENTED       DOD
 TR0408  HISTORY     - 1952     GOOD             NGS
 TR0408  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0408
 TR0408                          STATION DESCRIPTION
 TR0408
 TR0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0408'5.1 MI NW FROM OAK HARBOR.
 TR0408'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0408'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.9 MILE WEST
 TR0408'ALONG TORPEDO ROAD THROUGH THE EAST GATE OF U. S. NAVAL AIR STATION
 TR0408'AULT FIELD, THENCE 0.1 MILE NORTH ALONG LANGLEY BLVD. THENCE 0.2 MILE
 TR0408'WEST ALONG YORKTOWN STREET, AT A RIGHT-ANGLE JUNCTION WITH WASP
 TR0408'STREET, ABOUT 100 YARDS WEST OF A LARGE ORANGE AND WHITE WATER TANK,
 TR0408'193.5 FEET NORTH OF TRIANGULATION STATION SHOP, 72.6 FEET SOUTHWEST OF
 TR0408'THE SOUTHWEST CORNER OF BUILDING NO. 124, 38.5 FEET SOUTHWEST OF THE
 TR0408'CENTER OF THE RIGHT ANGLE JUNCTION, 26.8 FEET NORTH OF A BARBED-WIRE
 TR0408'FENCE, 28 1/2 FEET SOUTHEAST OF POWER LINE POLE NO. A44 AND RIGHT L
 TR0408'TURN IN THE POWER LINE, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 TR0408'WITH THE GROUND, ABOUT 5 FEET HIGHER THAN THE ROAD.
 TR0408
 TR0408                          STATION RECOVERY (1973)
 TR0408
 TR0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0348 ***********************************************************************
 TO0348  DESIGNATION -  22 38
 TO0348  PID         -  TO0348
 TO0348  STATE/COUNTY-  WA/PEND OREILLE
 TO0348  USGS QUAD   -  BOUNDARY DAM (1992)
 TO0348
 TO0348                         *CURRENT SURVEY CONTROL
 TO0348  ___________________________________________________________________
 TO0348* NAD 83(1986)-  48 54 01.     (N)    117 19 38.     (W)     SCALED    
 TO0348* NAVD 88     -       771.319  (meters)    2530.57   (feet)  POSTED    
 TO0348  ___________________________________________________________________
 TO0348  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 TO0348  DYNAMIC HT  -         771.410 (meters)    2530.87  (feet)  COMP
 TO0348  MODELED GRAV-     980,698.9   (mgal)                       NAVD 88
 TO0348
 TO0348  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TO0348
 TO0348.The horizontal coordinates were scaled from a topographic map and have
 TO0348.an estimated accuracy of +/- 6 seconds.
 TO0348
 TO0348.The orthometric height was determined by differential leveling
 TO0348.and adjusted by the National Geodetic Survey in 1992..
 TO0348.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TO0348.rate of 0.0 thru 1.0 mm/km.
 TO0348
 TO0348.The geoid height was determined by GEOID03.
 TO0348
 TO0348.The dynamic height is computed by dividing the NAVD 88
 TO0348.geopotential number by the normal gravity value computed on the
 TO0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0348.degrees latitude (g = 980.6199 gals.).
 TO0348
 TO0348.The modeled gravity was interpolated from observed gravity values.
 TO0348
 TO0348;                    North         East    Units  Estimated Accuracy
 TO0348;SPC WA N     -   217,140.      756,980.      MT  (+/- 180 meters Scaled)
 TO0348
 TO0348                          SUPERSEDED SURVEY CONTROL
 TO0348
 TO0348  NGVD 29 (??/??/92)  770.093  (m)         2526.55   (f) ADJ UNCH    1 2
 TO0348
 TO0348.Superseded values are not recommended for survey control.
 TO0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0348.See file dsdata.txt to determine how the superseded data were derived.
 TO0348
 TO0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ760164(NAD 83)
 TO0348_MARKER: DD = SURVEY DISK
 TO0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0348_STAMPING: 22-38 1930
 TO0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0348+STABILITY: SURFACE MOTION
 TO0348
 TO0348  HISTORY     - Date     Condition        Report By
 TO0348  HISTORY     - 1930     MONUMENTED       BOR
 TO0348  HISTORY     - 1942     GOOD             NGS
 TO0348  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0348
 TO0348                          STATION DESCRIPTION
 TO0348
 TO0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0348'4.3 MI N FROM METALINE FALLS.
 TO0348'4.3 MILES NORTH OF POST OFFICE LOCATED ALONG WASHINGTON STATE HIGHWAY
 TO0348'NO. 6, 28 FEET NORTHEAST OF HIGHWAY CENTER LINE, 9 FEET WEST OF 30
 TO0348'INCH PINE TREE WITH TRIANGLE BLAZE, ABOUT 2 FEET ABOVE HIGHWAY LEVEL,
 TO0348'WITNESS POST SET.
 TO0348
 TO0348                          STATION RECOVERY (1967)
 TO0348
 TO0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0353 ***********************************************************************
 TO0353  DESIGNATION -  22 49 BPR
 TO0353  PID         -  TO0353
 TO0353  STATE/COUNTY-  WA/PEND OREILLE
 TO0353  USGS QUAD   -  BOUNDARY DAM (1992)
 TO0353
 TO0353                         *CURRENT SURVEY CONTROL
 TO0353  ___________________________________________________________________
 TO0353* NAD 83(1986)-  48 55 45.     (N)    117 18 25.     (W)     SCALED    
 TO0353* NAVD 88     -       746.409  (meters)    2448.84   (feet)  POSTED    
 TO0353  ___________________________________________________________________
 TO0353  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 TO0353  DYNAMIC HT  -         746.490 (meters)    2449.11  (feet)  COMP
 TO0353  MODELED GRAV-     980,692.2   (mgal)                       NAVD 88
 TO0353
 TO0353  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 TO0353
 TO0353.The horizontal coordinates were scaled from a topographic map and have
 TO0353.an estimated accuracy of +/- 6 seconds.
 TO0353
 TO0353.The orthometric height was determined by differential leveling
 TO0353.and adjusted by the National Geodetic Survey in 1992..
 TO0353.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 TO0353.rate of 4.1 thru 8.0 mm/km.
 TO0353
 TO0353.The geoid height was determined by GEOID03.
 TO0353
 TO0353.The dynamic height is computed by dividing the NAVD 88
 TO0353.geopotential number by the normal gravity value computed on the
 TO0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0353.degrees latitude (g = 980.6199 gals.).
 TO0353
 TO0353.The modeled gravity was interpolated from observed gravity values.
 TO0353
 TO0353;                    North         East    Units  Estimated Accuracy
 TO0353;SPC WA N     -   220,420.      758,320.      MT  (+/- 180 meters Scaled)
 TO0353
 TO0353                          SUPERSEDED SURVEY CONTROL
 TO0353
 TO0353  NGVD 29 (??/??/92)  745.171  (m)         2444.78   (f) ADJ UNCH    1 2
 TO0353
 TO0353.Superseded values are not recommended for survey control.
 TO0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0353.See file dsdata.txt to determine how the superseded data were derived.
 TO0353
 TO0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ775196(NAD 83)
 TO0353_MARKER: DD = SURVEY DISK
 TO0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0353_STAMPING: 22-49 1930
 TO0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0353+STABILITY: SURFACE MOTION
 TO0353
 TO0353  HISTORY     - Date     Condition        Report By
 TO0353  HISTORY     - 1930     MONUMENTED       BPR
 TO0353  HISTORY     - 1942     GOOD             NGS
 TO0353  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0353  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0353
 TO0353                          STATION DESCRIPTION
 TO0353
 TO0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0353'6.6 MI N FROM METALINE FALLS.
 TO0353'6.6 MI. N. OF P.O. LOCATED ALONG WASHINGTON STATE HIGHWAY NO. 6, 72
 TO0353'FEET WEST OF NORTH END OF SLATE CREEK BRIDGE, 48 FEET SOUTHWEST OF
 TO0353'HIGHWAY CENTERLINE, 127 FEET WEST OF CENTER OF SLATE CREEK AND BRIDGE,
 TO0353'WITNESS POST SET.  A DISK SET IN A CONCRETE POST.  NOTE-- NEW BRIDGE
 TO0353'AND HIGHWAY IN AREA.
 TO0353
 TO0353                          STATION RECOVERY (1967)
 TO0353
 TO0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0353'MARK NOT FOUND.
 TO0353
 TO0353                          STATION RECOVERY (1980)
 TO0353
 TO0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0353'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0356 ***********************************************************************
 TO0356  DESIGNATION -  22 59
 TO0356  PID         -  TO0356
 TO0356  STATE/COUNTY-  WA/PEND OREILLE
 TO0356  USGS QUAD   -  BOUNDARY DAM (1992)
 TO0356
 TO0356                         *CURRENT SURVEY CONTROL
 TO0356  ___________________________________________________________________
 TO0356* NAD 83(1986)-  48 57 05.     (N)    117 18 58.     (W)     SCALED    
 TO0356* NAVD 88     -       791.487  (meters)    2596.74   (feet)  ADJUSTED  
 TO0356  ___________________________________________________________________
 TO0356  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 TO0356  DYNAMIC HT  -         791.576 (meters)    2597.03  (feet)  COMP
 TO0356  MODELED GRAV-     980,697.1   (mgal)                       NAVD 88
 TO0356
 TO0356  VERT ORDER  -  FIRST     CLASS II
 TO0356
 TO0356.The horizontal coordinates were scaled from a topographic map and have
 TO0356.an estimated accuracy of +/- 6 seconds.
 TO0356
 TO0356.The orthometric height was determined by differential leveling
 TO0356.and adjusted by the National Geodetic Survey in June 1991..
 TO0356
 TO0356.The geoid height was determined by GEOID03.
 TO0356
 TO0356.The dynamic height is computed by dividing the NAVD 88
 TO0356.geopotential number by the normal gravity value computed on the
 TO0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0356.degrees latitude (g = 980.6199 gals.).
 TO0356
 TO0356.The modeled gravity was interpolated from observed gravity values.
 TO0356
 TO0356;                    North         East    Units  Estimated Accuracy
 TO0356;SPC WA N     -   222,860.      757,540.      MT  (+/- 180 meters Scaled)
 TO0356
 TO0356                          SUPERSEDED SURVEY CONTROL
 TO0356
 TO0356  NGVD 29 (??/??/92)  790.245  (m)         2592.66   (f) ADJ UNCH    1 2
 TO0356
 TO0356.Superseded values are not recommended for survey control.
 TO0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0356.See file dsdata.txt to determine how the superseded data were derived.
 TO0356
 TO0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ768221(NAD 83)
 TO0356_MARKER: DD = SURVEY DISK
 TO0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0356_STAMPING: 22-59 1942
 TO0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0356+STABILITY: SURFACE MOTION
 TO0356
 TO0356  HISTORY     - Date     Condition        Report By
 TO0356  HISTORY     - 1942     MONUMENTED       BPR
 TO0356  HISTORY     - 1942     GOOD             NGS
 TO0356  HISTORY     - 20060719 MARK NOT FOUND   WADNR
 TO0356
 TO0356                          STATION DESCRIPTION
 TO0356
 TO0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0356'8.4 MI N FROM METALINE FALLS.
 TO0356'8.4 MI. N. OF P.O. LOCATED ALONG WASHINGTON STATE HIGHWAY NO. 6, 30
 TO0356'FEET WEST OF HIGHWAY CENTERLINE, 7 FEET ABOVE HIGHWAY LEVEL ON SIDE OF
 TO0356'SLOPE, 5 FEET NORTHWEST OF 12 INCH PINE TREE WITH TRIANGLE BLAZE, 7
 TO0356'FEET WEST OF TELEPHONE LINE, WITNESS POST SET.  A DISK SET IN A
 TO0356'CONCRETE POST.
 TO0356
 TO0356                          STATION RECOVERY (2006)
 TO0356
 TO0356'RECOVERY NOTE BY WA DEPT OF NAT RES 2006 (DLS)
 TO0356'POSITION FALLS IN AN AREA OF NEW ROAD CONSTRUCTION WITH A VERY LARGE
 TO0356'CUT/FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0659 ***********************************************************************
 TP0659  DESIGNATION -  22 AA
 TP0659  PID         -  TP0659
 TP0659  STATE/COUNTY-  WA/OKANOGAN
 TP0659  USGS QUAD   -  DUNCAN RIDGE (1981)
 TP0659
 TP0659                         *CURRENT SURVEY CONTROL
 TP0659  ___________________________________________________________________
 TP0659* NAD 83(1986)-  48 51 06.     (N)    119 46 03.     (W)     SCALED    
 TP0659* NAVD 88     -      1163.733  (meters)    3818.01   (feet)  ADJUSTED  
 TP0659  ___________________________________________________________________
 TP0659  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TP0659  DYNAMIC HT  -        1163.778 (meters)    3818.16  (feet)  COMP
 TP0659  MODELED GRAV-     980,607.9   (mgal)                       NAVD 88
 TP0659
 TP0659  VERT ORDER  -  SECOND    CLASS 0
 TP0659
 TP0659.The horizontal coordinates were scaled from a topographic map and have
 TP0659.an estimated accuracy of +/- 6 seconds.
 TP0659
 TP0659.The orthometric height was determined by differential leveling
 TP0659.and adjusted by the National Geodetic Survey in June 1991..
 TP0659
 TP0659.The geoid height was determined by GEOID03.
 TP0659
 TP0659.The dynamic height is computed by dividing the NAVD 88
 TP0659.geopotential number by the normal gravity value computed on the
 TP0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0659.degrees latitude (g = 980.6199 gals.).
 TP0659
 TP0659.The modeled gravity was interpolated from observed gravity values.
 TP0659
 TP0659;                    North         East    Units  Estimated Accuracy
 TP0659;SPC WA N     -   206,430.      578,220.      MT  (+/- 180 meters Scaled)
 TP0659
 TP0659                          SUPERSEDED SURVEY CONTROL
 TP0659
 TP0659  NGVD 29 (??/??/92) 1162.361  (m)         3813.51   (f) ADJ UNCH    2 0
 TP0659
 TP0659.Superseded values are not recommended for survey control.
 TP0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0659.See file dsdata.txt to determine how the superseded data were derived.
 TP0659
 TP0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ969146(NAD 83)
 TP0659_MARKER: DD = SURVEY DISK
 TP0659_SETTING: 80 = SET IN A BOULDER
 TP0659_STAMPING: 22 AA 1954 3814
 TP0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0659+STABILITY: SURFACE MOTION
 TP0659
 TP0659  HISTORY     - Date     Condition        Report By
 TP0659  HISTORY     - 1954     MONUMENTED       USGS
 TP0659  HISTORY     - 1972     GOOD             NGS
 TP0659
 TP0659                          STATION DESCRIPTION
 TP0659
 TP0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 TP0659'11.8 MI W FROM LOOMIS.
 TP0659'REACHED FROM THE POST OFFICE IN LOOMIS BY GOING WEST 1 BLOCK, TURN
 TP0659'RIGHT AND GO 2.2 MILES, TURN LEFT ON TOATS COULEE ROAD AND GO 8.4
 TP0659'MILES TO THE BRIDGE AT NORTH FORK CAMPGROUND, CONTINUE 1.1 MILES TO
 TP0659'THE MARK, 0.1 MILE BEFORE REACHING A CATTLE GUARD, ABOUT 50 FEET
 TP0659'SOUTHEAST OF THE CENTER OF THE ROAD, 2.2 FEET SOUTHWEST OF A WITNESS
 TP0659'POST, IN THE TOP OF A 4X4-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET
 TP0659'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0252 ***********************************************************************
 SB0252  DESIGNATION -  22 E
 SB0252  PID         -  SB0252
 SB0252  STATE/COUNTY-  WA/KITTITAS
 SB0252  USGS QUAD   -  GINKGO (1978)
 SB0252
 SB0252                         *CURRENT SURVEY CONTROL
 SB0252  ___________________________________________________________________
 SB0252* NAD 83(1986)-  46 57 13.     (N)    120 05 29.     (W)     SCALED    
 SB0252* NAVD 88     -       514.673  (meters)    1688.56   (feet)  ADJUSTED  
 SB0252  ___________________________________________________________________
 SB0252  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 SB0252  DYNAMIC HT  -         514.679 (meters)    1688.58  (feet)  COMP
 SB0252  MODELED GRAV-     980,608.2   (mgal)                       NAVD 88
 SB0252
 SB0252  VERT ORDER  -  SECOND    CLASS 0
 SB0252
 SB0252.The horizontal coordinates were scaled from a topographic map and have
 SB0252.an estimated accuracy of +/- 6 seconds.
 SB0252
 SB0252.The orthometric height was determined by differential leveling
 SB0252.and adjusted by the National Geodetic Survey in June 1991..
 SB0252
 SB0252.The geoid height was determined by GEOID03.
 SB0252
 SB0252.The dynamic height is computed by dividing the NAVD 88
 SB0252.geopotential number by the normal gravity value computed on the
 SB0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0252.degrees latitude (g = 980.6199 gals.).
 SB0252
 SB0252.The modeled gravity was interpolated from observed gravity values.
 SB0252
 SB0252;                    North         East    Units  Estimated Accuracy
 SB0252;SPC WA S     -   180,180.      531,100.      MT  (+/- 180 meters Scaled)
 SB0252
 SB0252                          SUPERSEDED SURVEY CONTROL
 SB0252
 SB0252  NGVD 29 (??/??/92)  513.554  (m)         1684.89   (f) ADJ UNCH    2 0
 SB0252
 SB0252.Superseded values are not recommended for survey control.
 SB0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0252.See file dsdata.txt to determine how the superseded data were derived.
 SB0252
 SB0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT213041(NAD 83)
 SB0252_MARKER: DD = SURVEY DISK
 SB0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0252_STAMPING: 1685 22E 1938
 SB0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0252+STABILITY: SURFACE MOTION
 SB0252
 SB0252  HISTORY     - Date     Condition        Report By
 SB0252  HISTORY     - 1938     MONUMENTED       USGS
 SB0252  HISTORY     - 1947     GOOD             NGS
 SB0252
 SB0252                          STATION DESCRIPTION
 SB0252
 SB0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0252'6.0 MI W FROM VANTAGE.
 SB0252'6.0 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE WEST END OF VANTAGE
 SB0252'BRIDGE OVER THE COLUMBIA RIVER AT VANTAGE, 0.25 MILE WEST OF A HIGHWAY
 SB0252'DEPARTMENT SAND BUNKER, AT THE WEST END OF A SLIGHT CURVE, 25 FEET
 SB0252'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 SB0252'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  WITNESS POST SET
 SB0252'3.0 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1630 ***********************************************************************
 SW1630  DESIGNATION -  22 FMK RESET
 SW1630  PID         -  SW1630
 SW1630  STATE/COUNTY-  WA/DOUGLAS
 SW1630  USGS QUAD   -  SIMS CORNER (1968)
 SW1630
 SW1630                         *CURRENT SURVEY CONTROL
 SW1630  ___________________________________________________________________
 SW1630* NAD 83(1998)-  47 47 10.98177(N)    119 21 43.81430(W)     ADJUSTED  
 SW1630* NAVD 88     -       664.1    (meters)    2179.     (feet)  GPS OBS   
 SW1630  ___________________________________________________________________
 SW1630  X           -  -2,105,358.510 (meters)                     COMP
 SW1630  Y           -  -3,742,184.385 (meters)                     COMP
 SW1630  Z           -   4,701,427.874 (meters)                     COMP
 SW1630  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 SW1630  ELLIP HEIGHT-         644.49  (meters)          (07/05/01) GPS OBS
 SW1630  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 SW1630
 SW1630  HORZ ORDER  -  FIRST
 SW1630  ELLP ORDER  -  FOURTH    CLASS II
 SW1630
 SW1630.The horizontal coordinates were established by GPS observations
 SW1630.and adjusted by the National Geodetic Survey in July 2001..
 SW1630.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1630.DATUM ITEM on the data sheet items page.
 SW1630
 SW1630.The orthometric height was determined by GPS observations and a
 SW1630.high-resolution geoid model.
 SW1630
 SW1630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1630
 SW1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1630
 SW1630.The ellipsoidal height was determined by GPS observations
 SW1630.and is referenced to NAD 83.
 SW1630
 SW1630.The geoid height was determined by GEOID03.
 SW1630
 SW1630;                    North         East     Units Scale Factor Converg.
 SW1630;SPC WA N     -    88,485.172   610,227.246   MT  0.99995891   +1 05 43.1
 SW1630;SPC WA N     -   290,305.10  2,002,053.89   sFT  0.99995891   +1 05 43.1
 SW1630;UTM  11      - 5,295,260.113   323,071.313   MT  0.99998468   -1 44 59.9
 SW1630
 SW1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1630!SPC WA N     -   0.99989900  x   0.99995891  =   0.99985791
 SW1630!UTM  11      -   0.99989900  x   0.99998468  =   0.99988368
 SW1630
 SW1630                          SUPERSEDED SURVEY CONTROL
 SW1630
 SW1630  NAD 83(1991)-  47 47 10.98045(N)    119 21 43.81425(W) AD(       ) 1
 SW1630  ELLIP H (01/21/94)  644.62   (m)                       GP(       ) 4 1
 SW1630
 SW1630.Superseded values are not recommended for survey control.
 SW1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1630.See file dsdata.txt to determine how the superseded data were derived.
 SW1630
 SW1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN2307195260(NAD 83)
 SW1630_MARKER: DB = BENCH MARK DISK
 SW1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1630_SP_SET: CONCRETE POST
 SW1630_STAMPING: 22 FMK RESET 1986
 SW1630_MARK LOGO: USGS  
 SW1630_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1630+STABILITY: POSITION/ELEVATION WELL
 SW1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1630+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1993
 SW1630
 SW1630  HISTORY     - Date     Condition        Report By
 SW1630  HISTORY     - 1986     MONUMENTED       USGS
 SW1630  HISTORY     - 19930508 GOOD             DCPW
 SW1630
 SW1630                          STATION DESCRIPTION
 SW1630
 SW1630'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1630'THE STATION IS APPROXIMATELY 12.5 MI (20.1 KM) NNW OF COULEE CITY, WA,
 SW1630'18 MI (29.0 KM) SW OF ELECTRIC CITY, WA, AND 13 MI (20.9 KM) ESE OF
 SW1630'MANSFIELD, WA, SW 1/4 OF SECTION 31, T27N, R28E, WM, DOUGLAS COUNTY,
 SW1630'WA.
 SW1630'TO REACH STATION FROM THE EAST END OF THE DRY FALLS DAM AT COULEE
 SW1630'CITY, WA, DRIVE WEST ALONG HIGHWAY 2 3.3 MI (5.3 KM) TO THE JUNCTION
 SW1630'OF HIGHWAY 17 TO THE NORTH. CONTINUE NORTH ALONG HIGHWAY 17 11.89 MI
 SW1630'(19.13 KM) TO THE INTERSECTION OF 12-NE, A GRAVEL ROAD TO THE EAST.
 SW1630'CONTINUE EAST ALONG 12-NE 160 FT (48.8 M) TO THE STATION 27 FT
 SW1630'(8.2 M) NORTH OF THE CENTERLINE OF 12-NE, 3.3 FT (1.0 M) WEST OF
 SW1630'POWER POLE 2728311100, AND 1.9 FT (0.6 M) NORTH OF AN ORANGE
 SW1630'CARSONITE WITNESS POST.
 SW1630'THE STATION IS A 3.5 INCH USGS ALUMINUM CAP STAMPED -22 FMK RESET
 SW1630'1986- SET IN THE TOP OF A 0.8 FT (0.2 M) DIAMETER MASS OF CONCRETE,
 SW1630'FLUSH WITH THE SURROUNDING DIRT SURFACE.
 SW1630'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1630'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0434 ***********************************************************************
 TR0434  DESIGNATION -  220 + TORPEDO
 TR0434  PID         -  TR0434
 TR0434  STATE/COUNTY-  WA/ISLAND
 TR0434  USGS QUAD   -  OAK HARBOR (1973)
 TR0434
 TR0434                         *CURRENT SURVEY CONTROL
 TR0434  ___________________________________________________________________
 TR0434* NAD 83(1986)-  48 17 20.     (N)    122 37 39.     (W)     SCALED    
 TR0434* NAVD 88     -         5.022  (meters)      16.48   (feet)  ADJUSTED  
 TR0434  ___________________________________________________________________
 TR0434  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 TR0434  DYNAMIC HT  -           5.023 (meters)      16.48  (feet)  COMP
 TR0434  MODELED GRAV-     980,840.5   (mgal)                       NAVD 88
 TR0434
 TR0434  VERT ORDER  -  FIRST     CLASS II
 TR0434
 TR0434.This mark is at Oak Harbor Air Park  (76S)
 TR0434
 TR0434.The horizontal coordinates were scaled from a topographic map and have
 TR0434.an estimated accuracy of +/- 6 seconds.
 TR0434
 TR0434.The orthometric height was determined by differential leveling
 TR0434.and adjusted by the National Geodetic Survey in June 1991..
 TR0434
 TR0434.The geoid height was determined by GEOID03.
 TR0434
 TR0434.The dynamic height is computed by dividing the NAVD 88
 TR0434.geopotential number by the normal gravity value computed on the
 TR0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0434.degrees latitude (g = 980.6199 gals.).
 TR0434
 TR0434.The modeled gravity was interpolated from observed gravity values.
 TR0434
 TR0434;                    North         East    Units  Estimated Accuracy
 TR0434;SPC WA N     -   144,850.      366,880.      MT  (+/- 180 meters Scaled)
 TR0434
 TR0434                          SUPERSEDED SURVEY CONTROL
 TR0434
 TR0434  NGVD 29 (??/??/92)    3.878  (m)           12.72   (f) ADJ UNCH    1 2
 TR0434
 TR0434.Superseded values are not recommended for survey control.
 TR0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0434.See file dsdata.txt to determine how the superseded data were derived.
 TR0434
 TR0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU276484(NAD 83)
 TR0434_MARKER: DD = SURVEY DISK
 TR0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0434_STAMPING: 220 + TORPEDO
 TR0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0434+STABILITY: SURFACE MOTION
 TR0434
 TR0434  HISTORY     - Date     Condition        Report By
 TR0434  HISTORY     - UNK      MONUMENTED       DOD
 TR0434  HISTORY     - 1952     GOOD             NGS
 TR0434
 TR0434                          STATION DESCRIPTION
 TR0434
 TR0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0434'1.1 MI E FROM OAK HARBOR.
 TR0434'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0434'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0434'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.15 MILE
 TR0434'NORTHEAST ALONG TORPEDO ROAD, IN THE CENTER OF THE Y JUNCTION OF A
 TR0434'ROAD LEADING SOUTH ONTO THE NORTHWEST CORNER OF THE CONCRETE SEAPLANE
 TR0434'APRON, 91.5 FEET NORTH OF THE NORTHWEST CORNER OF THE APRON, 55 FEET
 TR0434'WEST OF THE HIGH-WATER LINE OF CRESCENT HARBOR, 50 FEET EAST OF THE
 TR0434'FOOT OF A 40-FOOT-HIGH DIRT BLUFF, 2 1/2 FEET EAST OF THE CENTER LINE
 TR0434'OF THE ROAD, 0.2 FOOT BELOW THE SURFACE OF THE ROAD, AND SET IN THE
 TR0434'TOP OF A CONCRETE POST WHICH IS ENCASED BY A 6-INCH STEEL PIPE WITH A
 TR0434'CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4265 ***********************************************************************
 RD4265  DESIGNATION -  2200
 RD4265  PID         -  RD4265
 RD4265  STATE/COUNTY-  WA/CLARK
 RD4265  USGS QUAD   -  RIDGEFIELD (1990)
 RD4265
 RD4265                         *CURRENT SURVEY CONTROL
 RD4265  ___________________________________________________________________
 RD4265* NAD 83(1986)-  45 46 47.     (N)    122 38 54.     (W)     SCALED    
 RD4265* NAVD 88     -        85.035  (meters)     278.99   (feet)  ADJUSTED  
 RD4265  ___________________________________________________________________
 RD4265  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 RD4265  DYNAMIC HT  -          85.036 (meters)     278.99  (feet)  COMP
 RD4265  MODELED GRAV-     980,629.6   (mgal)                       NAVD 88
 RD4265
 RD4265  VERT ORDER  -  SECOND    CLASS II
 RD4265
 RD4265.The horizontal coordinates were scaled from a topographic map and have
 RD4265.an estimated accuracy of +/- 6 seconds.
 RD4265
 RD4265.The orthometric height was determined by differential leveling
 RD4265.and adjusted by the National Geodetic Survey in April 1995..
 RD4265
 RD4265.The geoid height was determined by GEOID03.
 RD4265
 RD4265.The dynamic height is computed by dividing the NAVD 88
 RD4265.geopotential number by the normal gravity value computed on the
 RD4265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4265.degrees latitude (g = 980.6199 gals.).
 RD4265
 RD4265.The modeled gravity was interpolated from observed gravity values.
 RD4265
 RD4265;                    North         East    Units  Estimated Accuracy
 RD4265;SPC WA S     -    51,890.      332,940.      MT  (+/- 180 meters Scaled)
 RD4265
 RD4265                          SUPERSEDED SURVEY CONTROL
 RD4265
 RD4265  NGVD 29 (03/17/92)   83.980  (m)          275.52   (f) ADJUSTED    2 2
 RD4265
 RD4265.Superseded values are not recommended for survey control.
 RD4265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4265.See file dsdata.txt to determine how the superseded data were derived.
 RD4265
 RD4265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER273696(NAD 83)
 RD4265_MARKER: DB = BENCH MARK DISK
 RD4265_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4265_SP_SET: PREFAB CONC. POST IN EARTH
 RD4265_STAMPING: 2200  1989
 RD4265_MARK LOGO: WA-011
 RD4265_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4265+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 RD4265
 RD4265  HISTORY     - Date     Condition        Report By
 RD4265  HISTORY     - 1989     MONUMENTED       WA-011
 RD4265  HISTORY     - 20021017 GOOD             USPSQD
 RD4265  HISTORY     - 20050416 GOOD             USPSQD
 RD4265  HISTORY     - 20050508 GOOD             USPSQD
 RD4265  HISTORY     - 20060628 GOOD             USPSQD
 RD4265
 RD4265                          STATION DESCRIPTION
 RD4265
 RD4265'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4265'NORTH OF CITY OF VANCOUVER, ALONG SR 502, 7.856 KM (4.881 MI) WEST OF
 RD4265'INTERSECTION OF SR 503 AND SR 502 AT BATTLE GROUND, 26.7 FT (8.1 M)
 RD4265'EAST OF CENTERLINE OF NE 22ND AVENUE, 29.1 FT (8.9 M) NORTH OF
 RD4265'CENTERLINE OF NE 219TH STREET, 1.0 FT (0.3 M) SOUTH OF FENCE LINE,
 RD4265'81.4 FT (24.8 M) WEST OF DRIVEWAY AT 2216 NE 219TH STREET, 28.2 FT
 RD4265'(8.6 M) EAST OF ANCHOR POLE NUMBER 2945, SET 2 INCH DOMED BRASS
 RD4265'DISK IN IRON PIPE IN CONCRETE MONUMENT. SET STEEL POST AND SIGN BY
 RD4265'MONUMENT.
 RD4265
 RD4265                          STATION RECOVERY (2002)
 RD4265
 RD4265'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGS)
 RD4265'RECOVERED IN GOOD CONDITION.
 RD4265
 RD4265                          STATION RECOVERY (2005)
 RD4265
 RD4265'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4265'RECOVERED IN GOOD CONDITION.
 RD4265
 RD4265                          STATION RECOVERY (2005)
 RD4265
 RD4265'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4265'RECOVERED IN GOOD CONDITION.
 RD4265
 RD4265                          STATION RECOVERY (2006)
 RD4265
 RD4265'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 RD4265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0796 ***********************************************************************
 SY0796  DESIGNATION -  220.7 USGS
 SY0796  PID         -  SY0796
 SY0796  STATE/COUNTY-  WA/MASON
 SY0796  USGS QUAD   -  VAUGHN (1994)
 SY0796
 SY0796                         *CURRENT SURVEY CONTROL
 SY0796  ___________________________________________________________________
 SY0796* NAD 83(1986)-  47 20 30.     (N)    122 51 47.     (W)     SCALED    
 SY0796* NAVD 88     -        68.317  (meters)     224.14   (feet)  POSTED    
 SY0796  ___________________________________________________________________
 SY0796  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 SY0796  DYNAMIC HT  -          68.330 (meters)     224.18  (feet)  COMP
 SY0796  MODELED GRAV-     980,769.4   (mgal)                       NAVD 88
 SY0796
 SY0796  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0796
 SY0796.The horizontal coordinates were scaled from a topographic map and have
 SY0796.an estimated accuracy of +/- 6 seconds.
 SY0796
 SY0796.The orthometric height was determined by differential leveling
 SY0796.and adjusted by the National Geodetic Survey in 1992..
 SY0796.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0796.rate of 0.0 thru 1.0 mm/km.
 SY0796
 SY0796.The geoid height was determined by GEOID03.
 SY0796
 SY0796.The dynamic height is computed by dividing the NAVD 88
 SY0796.geopotential number by the normal gravity value computed on the
 SY0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0796.degrees latitude (g = 980.6199 gals.).
 SY0796
 SY0796.The modeled gravity was interpolated from observed gravity values.
 SY0796
 SY0796;                    North         East    Units  Estimated Accuracy
 SY0796;SPC WA S     -   225,910.      321,450.      MT  (+/- 180 meters Scaled)
 SY0796
 SY0796                          SUPERSEDED SURVEY CONTROL
 SY0796
 SY0796  NGVD 29 (??/??/??)   67.254  (m)          220.65   (f) ADJUSTED    1 2
 SY0796
 SY0796.Superseded values are not recommended for survey control.
 SY0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0796.See file dsdata.txt to determine how the superseded data were derived.
 SY0796
 SY0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET103431(NAD 83)
 SY0796_MARKER: S = SPIKE
 SY0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0796_SP_SET: PINE TREE
 SY0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0796
 SY0796  HISTORY     - Date     Condition        Report By
 SY0796  HISTORY     - UNK      MONUMENTED       USGS
 SY0796  HISTORY     - 1944     GOOD             CGS
 SY0796
 SY0796                          STATION DESCRIPTION
 SY0796
 SY0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0796'3.5 MI SW FROM ALLYN.
 SY0796'3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY0796'ALLYN, MASON COUNTY, NEAR THE NORTHEAST END OF A CLEARING, 84 FEET
 SY0796'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT AN 18-INCH PINE TREE
 SY0796'WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE, AND IN THE NORTH BASE
 SY0796'OF THE TREE.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1639 ***********************************************************************
 SX1639  DESIGNATION -  222001SE
 SX1639  PID         -  SX1639
 SX1639  STATE/COUNTY-  WA/DOUGLAS
 SX1639  USGS QUAD   -  WENATCHEE (1987)
 SX1639
 SX1639                         *CURRENT SURVEY CONTROL
 SX1639  ___________________________________________________________________
 SX1639* NAD 83(1998)-  47 25 13.31062(N)    120 15 37.74572(W)     ADJUSTED  
 SX1639* NAVD 88     -       374.9    (meters)    1230.     (feet)  GPS OBS   
 SX1639  ___________________________________________________________________
 SX1639  X           -  -2,178,816.932 (meters)                     COMP
 SX1639  Y           -  -3,734,508.533 (meters)                     COMP
 SX1639  Z           -   4,673,773.174 (meters)                     COMP
 SX1639  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 SX1639  ELLIP HEIGHT-         355.24  (meters)          (07/05/01) GPS OBS
 SX1639  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 SX1639
 SX1639  HORZ ORDER  -  FIRST
 SX1639  ELLP ORDER  -  FOURTH    CLASS II
 SX1639
 SX1639.The horizontal coordinates were established by GPS observations
 SX1639.and adjusted by the National Geodetic Survey in July 2001..
 SX1639.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1639.DATUM ITEM on the data sheet items page.
 SX1639
 SX1639.The orthometric height was determined by GPS observations and a
 SX1639.high-resolution geoid model.
 SX1639
 SX1639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1639
 SX1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1639
 SX1639.The ellipsoidal height was determined by GPS observations
 SX1639.and is referenced to NAD 83.
 SX1639
 SX1639.The geoid height was determined by GEOID03.
 SX1639
 SX1639;                    North         East     Units Scale Factor Converg.
 SX1639;SPC WA N     -    46,898.050   543,225.951   MT  1.00001581   +0 25 35.4
 SX1639;SPC WA N     -   153,864.69  1,782,233.81   sFT  1.00001581   +0 25 35.4
 SX1639;UTM  10      - 5,255,518.060   706,627.509   MT  1.00012472   +2 01 04.5
 SX1639
 SX1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1639!SPC WA N     -   0.99994432  x   1.00001581  =   0.99996013
 SX1639!UTM  10      -   0.99994432  x   1.00012472  =   1.00006904
 SX1639
 SX1639                          SUPERSEDED SURVEY CONTROL
 SX1639
 SX1639  NAD 83(1991)-  47 25 13.30936(N)    120 15 37.74652(W) AD(       ) 1
 SX1639  ELLIP H (12/10/93)  355.36   (m)                       GP(       ) 3 2
 SX1639
 SX1639.Superseded values are not recommended for survey control.
 SX1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1639.See file dsdata.txt to determine how the superseded data were derived.
 SX1639
 SX1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0662855518(NAD 83)
 SX1639_MARKER: DR = REFERENCE MARK DISK
 SX1639_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SX1639_SP_SET: PREFAB CONC. POST IN CONCRETE
 SX1639_STAMPING: T22 R21 1-6-12-7
 SX1639_MARK LOGO: DCPW  
 SX1639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1639+STABILITY: POSITION/ELEVATION WELL
 SX1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1639+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1993
 SX1639
 SX1639  HISTORY     - Date     Condition        Report By
 SX1639  HISTORY     - UNK      MONUMENTED       DCPW
 SX1639  HISTORY     - 19930412 GOOD             DCPW
 SX1639
 SX1639                          STATION DESCRIPTION
 SX1639
 SX1639'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1639'THE STATION IS APPROXIMATELY 3 MI (4.8 KM) EAST-SOUTHEAST OF
 SX1639'WENATCHEE, WA, 6 MI (9.7 KM) NORTHWEST OF ROCK ISLAND, WA, 18 MI
 SX1639'(29.0 KM) SOUTH-SOUTHEAST OF WATERVILLE, WA, AT THE CORNER OF
 SX1639'SECTIONS 1, 6, 12, AND 7 IN, TOWNSHIP 22 NORTH, COMMON TO RANGES 20
 SX1639'AND 21 EAST, WILLIAMETTE MERIDIAN, DOUGLAS COUNTY, WA. OWNERSHIP IS
 SX1639'DOUGLAS COUNTY ROAD RIGHT-OF-WAY.
 SX1639'TO REACH STATION FROM THE INTERSECTION GRANT ROAD AND EASTMONT IN EAST
 SX1639'WENATCHEE, GO EAST ON GRANT ROAD FOR 1 MI (1.6 KM) TO THE
 SX1639'INTERSECTION OF KENTUCKY AVENUE. TURN NORTH ON KENTUCKY AND CONTINUE
 SX1639'NORTH FOR .9 MI (1.4 KM) TO THE INTERSECTION OF 9TH ST NE. TURN EAST
 SX1639'ON 9TH ST AND CONTINUE EAST AND AROUND A CURVE TO THE NORTH FOR .28
 SX1639'MI (0.45 KM) TO THE INTERSECTION 10TH PLACE. TURN WEST ON 10TH PLACE
 SX1639'AND TRAVEL WEST AND AROUND A CURVE TO THE NORTH FOR .23 MI (0.37 KM)
 SX1639'TO A DIRT ROAD, GATED BY A HEAVY GAUGE WIRE, GOING WEST. WALK DIRT
 SX1639'ROAD FOR APPROXIMATELY 300 FT, ALONG UTILITY POLE LINE, AND STATION
 SX1639'IS SOUTH OF SAID UTILITY POLE LINE 40 FT, AT THE PI OF 10TH ST NE AND
 SX1639'N KENTUCKY AVENUE.
 SX1639'STATION IS A 3 INCH DOUGLAS COUNTY BRASS CAP MONUMENT SET INTO A 3 FT
 SX1639'(0.9 M) PREFABRICATED CYLINDRICAL CONCRETE MONUMENT, WITH A BELL
 SX1639'SHAPED BOTTOM. THE MONUMENT IS SET IN THE SURROUNDING DIRT AND IS
 SX1639'REINFORCED BY TWO 60 POUND BAGS OF CONCRETE. THE MONUMENT PROJECTS 1
 SX1639'FT (0.3 M) ABOVE THE SURROUNDING DIRT SURFACE.
 SX1639'5 FT (1.5 M) NORTH OF THE MONUMENT IS A SECTION RP MARKER MOUNTED ON A
 SX1639'STEEL GREEN AND WHITE FENCE POST STANDING 3.5 FT (1.1 M) ABOVE THE
 SX1639'GROUND.
 SX1639'RECOMMENED MEANS OF TRAVEL IS A 4 X 2.
 SX1639'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1640 ***********************************************************************
 SX1640  DESIGNATION -  222113SE
 SX1640  PID         -  SX1640
 SX1640  STATE/COUNTY-  WA/DOUGLAS
 SX1640  USGS QUAD   -  ROCK ISLAND (1975)
 SX1640
 SX1640                         *CURRENT SURVEY CONTROL
 SX1640  ___________________________________________________________________
 SX1640* NAD 83(1998)-  47 23 28.48767(N)    120 07 58.59289(W)     ADJUSTED  
 SX1640* NAVD 88     -       362.2    (meters)    1188.     (feet)  GPS OBS   
 SX1640  ___________________________________________________________________
 SX1640  X           -  -2,171,690.461 (meters)                     COMP
 SX1640  Y           -  -3,741,403.107 (meters)                     COMP
 SX1640  Z           -   4,671,572.644 (meters)                     COMP
 SX1640  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 SX1640  ELLIP HEIGHT-         342.42  (meters)          (07/05/01) GPS OBS
 SX1640  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 SX1640
 SX1640  HORZ ORDER  -  FIRST
 SX1640  ELLP ORDER  -  FOURTH    CLASS II
 SX1640
 SX1640.The horizontal coordinates were established by GPS observations
 SX1640.and adjusted by the National Geodetic Survey in July 2001..
 SX1640.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1640.DATUM ITEM on the data sheet items page.
 SX1640
 SX1640.The orthometric height was determined by GPS observations and a
 SX1640.high-resolution geoid model.
 SX1640
 SX1640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1640
 SX1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1640
 SX1640.The ellipsoidal height was determined by GPS observations
 SX1640.and is referenced to NAD 83.
 SX1640
 SX1640.The geoid height was determined by GEOID03.
 SX1640
 SX1640;                    North         East     Units Scale Factor Converg.
 SX1640;SPC WA N     -    43,740.491   552,879.260   MT  1.00002206   +0 31 17.2
 SX1640;SPC WA N     -   143,505.26  1,813,904.71   sFT  1.00002206   +0 31 17.2
 SX1640;UTM  10      - 5,252,629.270   716,366.013   MT  1.00017535   +2 06 39.4
 SX1640
 SX1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1640!SPC WA N     -   0.99994633  x   1.00002206  =   0.99996839
 SX1640!UTM  10      -   0.99994633  x   1.00017535  =   1.00012167
 SX1640
 SX1640                          SUPERSEDED SURVEY CONTROL
 SX1640
 SX1640  NAD 83(1991)-  47 23 28.48635(N)    120 07 58.59399(W) AD(       ) 1
 SX1640  ELLIP H (12/10/93)  342.52   (m)                       GP(       ) 3 2
 SX1640
 SX1640.Superseded values are not recommended for survey control.
 SX1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1640.See file dsdata.txt to determine how the superseded data were derived.
 SX1640
 SX1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1636652629(NAD 83)
 SX1640_MARKER: DU = BOUNDARY MARKER
 SX1640_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SX1640_SP_SET: PREFAB CONC. POST IN EARTH
 SX1640_STAMPING: S13-S24
 SX1640_MARK LOGO: WA-017
 SX1640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1640+STABILITY: POSITION/ELEVATION WELL
 SX1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1640+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1993
 SX1640
 SX1640  HISTORY     - Date     Condition        Report By
 SX1640  HISTORY     - UNK      MONUMENTED       WA-017
 SX1640  HISTORY     - 19930412 GOOD             DCPW
 SX1640  HISTORY     - 19930412 GOOD             DCPW
 SX1640
 SX1640                          STATION DESCRIPTION
 SX1640
 SX1640'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1640'STATION IS LOCATED APPROXIMATELY 9.0 MI (14.5 KM) EAST-SOUTHEAST OF
 SX1640'WENATCHEE, WA, 18 MI (29.0 KM) SOUTH-SOUTHWEST OF WATERVILLE, WA, 1.5
 SX1640'MI (2.4 KM) NORTH OF ROCK ISLAND, WA, AT THE CORNER OF SECTIONS 13,
 SX1640'18, 24, AND 19, TOWNSHIP 22 NORTH, COMMON TO RANGES 21 AND 22 EAST,
 SX1640'WILLIAMETTE MERIDIAN, DOUGLAS COUNTY, WA. OWNERSHIP IS DOUGLAS COUNTY
 SX1640'ROAD RIGHT-OF-WAY.
 SX1640'TO REACH STATION FROM THE INTERSECTION OF GRANT ROAD AND EASTMONT
 SX1640'AVENUE IN EAST WENATCHEE, WA, GO EAST ON GRANT ROAD FOR 7.53 MI
 SX1640'(12.12 KM) TO THE INTERSECTION OF KEANE GRADE. TURN EAST ON KEANE
 SX1640'GRADE, A DIRT ROAD, AND TRAVEL EAST FOR 560 FT (170.7 M) TO STATION
 SX1640'IN ROAD.
 SX1640'THE STATION IS A 3 INCH DOUGLAS COUNTY BRASS CAP MONUMENT, STAMPED
 SX1640'S13-S24, SET IN A CONCRETE CYLINDER IMBEDDED IN THE SURROUNDING DIRT.
 SX1640'MONUMENT IS IN A DOUGLAS COUNTY ENGINEER MONUMENT CASE. MONUMENT CASE
 SX1640'IS 0.3 FT (0.1 M) BELOW THE GRADE OF THE SURROUNDING DIRT SURFACE,
 SX1640'MONUMENT IS 0.4 FT (0.1 M) BELOW THE TOP OF THE CASE.
 SX1640'ON THE SOUTH SIDE OF THE ROAD STANDS A WHITE STEEL FENCE POST WITH A
 SX1640'YELLOW WITNESS SIGN THAT PROJECTS 2.5 FT (0.8 M) ABOVE THE GROUND.
 SX1640'MONUMENT IS 12.7 FT (3.9 M) NORTH OF SAID SIGN.
 SX1640'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1640'DESCRIBED BY KEVIN TAYLOR.
 SX1640
 SX1640                          STATION RECOVERY (1993)
 SX1640
 SX1640'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1640'STATION IS LOCATED APPROXIMATELY 9.0 MI (14.5 KM) EAST-SOUTHEAST OF
 SX1640'WENATCHEE, WA, 18 MI (29.0 KM) SOUTH-SOUTHWEST OF WATERVILLE, WA, 1.5
 SX1640'MI (2.4 KM) NORTH OF ROCK ISLAND, WA, AT THE CORNER OF SECTIONS 13,
 SX1640'18, 24, AND 19, TOWNSHIP 22 NORTH, COMMON TO RANGES 21 AND 22 EAST,
 SX1640'WILLIAMETTE MERIDIAN, DOUGLAS COUNTY, WA. OWNERSHIP IS DOUGLAS COUNTY
 SX1640'ROAD RIGHT-OF-WAY.
 SX1640'TO REACH STATION FROM THE INTERSECTION OF GRANT ROAD AND EASTMONT
 SX1640'AVENUE IN EAST WENATCHEE, WA, GO EAST ON GRANT ROAD FOR 7.53 MI
 SX1640'(12.12 KM) TO THE INTERSECTION OF KEANE GRADE. TURN EAST ON KEANE
 SX1640'GRADE, A DIRT ROAD, AND TRAVEL EAST FOR 560 FT (170.7 M) TO STATION
 SX1640'IN ROAD.
 SX1640'THE STATION IS A 3 INCH DOUGLAS COUNTY BRASS CAP MONUMENT, STAMPED
 SX1640'S13-S24, SET IN A CONCRETE CYLINDER IMBEDDED IN THE SURROUNDING DIRT.
 SX1640'MONUMENT IS IN A DOUGLAS COUNTY ENGINEER MONUMENT CASE. MONUMENT CASE
 SX1640'IS 0.3 FT (0.1 M) BELOW THE GRADE OF THE SURROUNDING DIRT SURFACE,
 SX1640'MONUMENT IS 0.4 FT (0.1 M) BELOW THE TOP OF THE CASE.
 SX1640'ON THE SOUTH SIDE OF THE ROAD STANDS A WHITE STEEL FENCE POST WITH A
 SX1640'YELLOW WITNESS SIGN THAT PROJECTS 2.5 FT (0.8 M) ABOVE THE GROUND.
 SX1640'MONUMENT IS 12.7 FT (3.9 M) NORTH OF SAID SIGN.
 SX1640'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1640'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1641 ***********************************************************************
 SX1641  DESIGNATION -  2221P19
 SX1641  PID         -  SX1641
 SX1641  STATE/COUNTY-  WA/DOUGLAS
 SX1641  USGS QUAD   -  ROCK ISLAND (1975)
 SX1641
 SX1641                         *CURRENT SURVEY CONTROL
 SX1641  ___________________________________________________________________
 SX1641* NAD 83(1998)-  47 23 03.10447(N)    120 09 54.26100(W)     ADJUSTED  
 SX1641* NAVD 88     -       258.0    (meters)     846.     (feet)  GPS OBS   
 SX1641  ___________________________________________________________________
 SX1641  X           -  -2,174,042.662 (meters)                     COMP
 SX1641  Y           -  -3,740,622.505 (meters)                     COMP
 SX1641  Z           -   4,670,965.195 (meters)                     COMP
 SX1641  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 SX1641  ELLIP HEIGHT-         238.21  (meters)          (07/05/01) GPS OBS
 SX1641  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 SX1641
 SX1641  HORZ ORDER  -  FIRST
 SX1641  ELLP ORDER  -  FOURTH    CLASS II
 SX1641
 SX1641.The horizontal coordinates were established by GPS observations
 SX1641.and adjusted by the National Geodetic Survey in July 2001..
 SX1641.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1641.DATUM ITEM on the data sheet items page.
 SX1641
 SX1641.The orthometric height was determined by GPS observations and a
 SX1641.high-resolution geoid model.
 SX1641
 SX1641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1641
 SX1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1641
 SX1641.The ellipsoidal height was determined by GPS observations
 SX1641.and is referenced to NAD 83.
 SX1641
 SX1641.The geoid height was determined by GEOID03.
 SX1641
 SX1641;                    North         East     Units Scale Factor Converg.
 SX1641;SPC WA N     -    42,935.025   550,460.324   MT  1.00002361   +0 29 51.1
 SX1641;SPC WA N     -   140,862.66  1,805,968.58   sFT  1.00002361   +0 29 51.1
 SX1641;UTM  10      - 5,251,756.889   713,970.000   MT  1.00016268   +2 05 13.3
 SX1641
 SX1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1641!SPC WA N     -   0.99996266  x   1.00002361  =   0.99998627
 SX1641!UTM  10      -   0.99996266  x   1.00016268  =   1.00012534
 SX1641
 SX1641                          SUPERSEDED SURVEY CONTROL
 SX1641
 SX1641  NAD 83(1991)-  47 23 03.10312(N)    120 09 54.26199(W) AD(       ) 1
 SX1641  ELLIP H (01/21/94)  238.32   (m)                       GP(       ) 4 1
 SX1641
 SX1641.Superseded values are not recommended for survey control.
 SX1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1641.See file dsdata.txt to determine how the superseded data were derived.
 SX1641
 SX1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1397051757(NAD 83)
 SX1641_MARKER: DR = REFERENCE MARK DISK
 SX1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1641_SP_SET: CONCRETE POST
 SX1641_MARK LOGO: WA-017
 SX1641_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1641+STABILITY: POSITION/ELEVATION WELL
 SX1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1641+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 SX1641
 SX1641  HISTORY     - Date     Condition        Report By
 SX1641  HISTORY     - UNK      MONUMENTED       RBNF
 SX1641  HISTORY     - 19930622 GOOD             DCPW
 SX1641
 SX1641                          STATION DESCRIPTION
 SX1641
 SX1641'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1641'THE STATION IS APPROXIMATELY 1.5 MI (2.4 KM) NW OF ROCK ISLAND, WA, 7
 SX1641'MI (11.3 KM) SE OF EAST WENATCHEE, WA, AND 18.5 MI (29.8 KM) SOUTH OF
 SX1641'WATERVILLE, WA, AT THE CENTER OF SECTION 23, T22N, R21E, WM, DOUGLAS
 SX1641'COUNTY, WA.
 SX1641'TO REACH STATION FROM THE INTERSECTION OF ROCK ISLAND DRIVE AND
 SX1641'HIGHWAY 28 AT ROCK ISLAND, WA, DRIVE WESTERLY ALONG ROCK ISLAND
 SX1641'DRIVE/ROCK ISLAND ROAD 1.95 MI (3.14 KM) TO THE INTERSECTION OF PEAR
 SX1641'LANE TO THE NORTH. CONTINUE NORTHEASTERLY ALONG PEAR LANE 0.31 MI
 SX1641'(0.50 KM) TO THE INTERSECTION OF A DIRT ROAD TO THE WEST. CONTINUE
 SX1641'WEST ALONG DIRT ROAD 425 FT (129.5 M) TO THE INTERSECTION OF THE
 SX1641'IRRIGATION MAINTENANCE ROAD. FOLLOW MAINTENANCE ROAD NORTHEASTERLY
 SX1641'0.61 MI (0.98 KM) TO A POINT WHERE THE CANAL GOES UNDERGROUND, ABOUT
 SX1641'100 FT (30.5 M) EAST OF A PRIVATE DRIVE TO THE SOUTH. STATION IS
 SX1641'APPROXIMATELY 200 FT (61.0 M) NORTH AND 100 FT (30.5 M) HIGHER THAN
 SX1641'THE ROAD, ON AN OPEN HILLSIDE, AND 1 FT (0.3 M) SOUTH OF AN ORANGE
 SX1641'CARSONITE WITNESS POST.
 SX1641'THE STATION IS A 3 INCH DOUGLAS COUNTY BRASS CAP, UNSTAMPED, SET IN
 SX1641'THE TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER, AND PROJECTING 0.6 FT
 SX1641'(0.2 M) ABOVE THE SURROUNDING DIRT SURFACE.
 SX1641'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1641'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0728 ***********************************************************************
 SX0728  DESIGNATION -  2242
 SX0728  PID         -  SX0728
 SX0728  STATE/COUNTY-  WA/KING
 SX0728  USGS QUAD   -  LESTER (1989)
 SX0728
 SX0728                         *CURRENT SURVEY CONTROL
 SX0728  ___________________________________________________________________
 SX0728* NAD 83(1986)-  47 10 12.     (N)    121 22 49.     (W)     SCALED    
 SX0728* NAVD 88     -       684.809  (meters)    2246.74   (feet)  ADJUSTED  
 SX0728  ___________________________________________________________________
 SX0728  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SX0728  DYNAMIC HT  -         684.774 (meters)    2246.63  (feet)  COMP
 SX0728  MODELED GRAV-     980,541.6   (mgal)                       NAVD 88
 SX0728
 SX0728  VERT ORDER  -  SECOND    CLASS 0
 SX0728
 SX0728.The horizontal coordinates were scaled from a topographic map and have
 SX0728.an estimated accuracy of +/- 6 seconds.
 SX0728
 SX0728.The orthometric height was determined by differential leveling
 SX0728.and adjusted by the National Geodetic Survey in June 1991..
 SX0728
 SX0728.The geoid height was determined by GEOID03.
 SX0728
 SX0728.The dynamic height is computed by dividing the NAVD 88
 SX0728.geopotential number by the normal gravity value computed on the
 SX0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0728.degrees latitude (g = 980.6199 gals.).
 SX0728
 SX0728.The modeled gravity was interpolated from observed gravity values.
 SX0728
 SX0728;                    North         East    Units  Estimated Accuracy
 SX0728;SPC WA N     -    19,050.      458,530.      MT  (+/- 180 meters Scaled)
 SX0728
 SX0728                          SUPERSEDED SURVEY CONTROL
 SX0728
 SX0728  NGVD 29 (??/??/92)  683.624  (m)         2242.86   (f) ADJ UNCH    2 0
 SX0728
 SX0728.Superseded values are not recommended for survey control.
 SX0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0728.See file dsdata.txt to determine how the superseded data were derived.
 SX0728
 SX0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT227253(NAD 83)
 SX0728_MARKER: N = NAIL
 SX0728_SETTING: 66 = SET IN ROCK OUTCROP
 SX0728_SP_SET: ROCK OUTCROP
 SX0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0728+STABILITY: POSITION/ELEVATION WELL
 SX0728
 SX0728  HISTORY     - Date     Condition        Report By
 SX0728  HISTORY     - UNK      MONUMENTED       USGS
 SX0728  HISTORY     - 1946     GOOD             NGS
 SX0728
 SX0728                          STATION DESCRIPTION
 SX0728
 SX0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SX0728'7.9 MI SW FROM LESTER.
 SX0728'3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0728'STATION AT LESTER, THENCE 4.6 MILES SOUTHWEST ALONG THE NACHES FOREST
 SX0728'SERVICE ROAD, AT THE BEGINNING OF THE UPPER GREEN RIVER TRAIL, 13 FEET
 SX0728'EAST OF THE CENTER LINE OF THE ROAD, A U. S. G. S. COPPER NAIL AND
 SX0728'WASHER CEMENTED IN TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 2 FEET
 SX0728'ABOVE THE GROUND LEVEL AND ABOUT 4 FEET HIGHER THAN THE SURFACE OF THE
 SX0728'ROAD.  A LARGE PTBM 2242 PAINTED ON THE WEST FACE OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0354 ***********************************************************************
 TO0354  DESIGNATION -  2255 BPR
 TO0354  PID         -  TO0354
 TO0354  STATE/COUNTY-  WA/PEND OREILLE
 TO0354  USGS QUAD   -  BOUNDARY DAM (1992)
 TO0354
 TO0354                         *CURRENT SURVEY CONTROL
 TO0354  ___________________________________________________________________
 TO0354* NAD 83(1986)-  48 56 16.     (N)    117 19 13.     (W)     SCALED    
 TO0354* NAVD 88     -       779.806  (meters)    2558.41   (feet)  ADJUSTED  
 TO0354  ___________________________________________________________________
 TO0354  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TO0354  DYNAMIC HT  -         779.896 (meters)    2558.71  (feet)  COMP
 TO0354  MODELED GRAV-     980,701.1   (mgal)                       NAVD 88
 TO0354
 TO0354  VERT ORDER  -  FIRST     CLASS II
 TO0354
 TO0354.The horizontal coordinates were scaled from a topographic map and have
 TO0354.an estimated accuracy of +/- 6 seconds.
 TO0354
 TO0354.The orthometric height was determined by differential leveling
 TO0354.and adjusted by the National Geodetic Survey in June 1991..
 TO0354
 TO0354.The geoid height was determined by GEOID03.
 TO0354
 TO0354.The dynamic height is computed by dividing the NAVD 88
 TO0354.geopotential number by the normal gravity value computed on the
 TO0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0354.degrees latitude (g = 980.6199 gals.).
 TO0354
 TO0354.The modeled gravity was interpolated from observed gravity values.
 TO0354
 TO0354;                    North         East    Units  Estimated Accuracy
 TO0354;SPC WA N     -   221,330.      757,300.      MT  (+/- 180 meters Scaled)
 TO0354
 TO0354                          SUPERSEDED SURVEY CONTROL
 TO0354
 TO0354.No superseded survey control is available for this station.
 TO0354
 TO0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ765205(NAD 83)
 TO0354_MARKER: DD = SURVEY DISK
 TO0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0354_STAMPING: 2255 1930
 TO0354_MARK LOGO: BPR   
 TO0354_PROJECTION: PROJECTING 6 CENTIMETERS
 TO0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0354+STABILITY: SURFACE MOTION
 TO0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TO0354+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 TO0354
 TO0354  HISTORY     - Date     Condition        Report By
 TO0354  HISTORY     - 1930     MONUMENTED       BPR
 TO0354  HISTORY     - 1942     GOOD             NGS
 TO0354  HISTORY     - 1980     GOOD             NGS
 TO0354  HISTORY     - 20060719 GOOD             WADNR
 TO0354
 TO0354                          STATION DESCRIPTION
 TO0354
 TO0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0354'7.5 MI N FROM METALINE FALLS.
 TO0354'7.5 MI. N. OF P.O. LOCATED ALONG WASHINGTON STATE HIGHWAY NO. 6, 70
 TO0354'FEET SOUTH OF 20 INCH PINE TREE WITH BLAZE, 27 FEET NORTHEAST OF
 TO0354'HIGHWAY CENTERLINE, WITNESS POST SET.  A DISK SET IN A CONCRETE POST.
 TO0354
 TO0354                          STATION RECOVERY (1980)
 TO0354
 TO0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0354'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 TO0354'12.0 KILOMETERS (7.7 MILES) NORTHEAST ALONG STATE HIGHWAY 31 FROM
 TO0354'THE SOUTHEAST END OF THE HIGHWAY BRIDGE OVER THE PEND OREILLE RIVER
 TO0354'IN METALINE FALLS, AT HIGHWAY MILEPOST 22, 8.5 METERS (28.0 FEET)
 TO0354'EAST OF THE CENTERLINE OF THE HIGHWAY, 23.8 METERS (78.0 FEET) SOUTH
 TO0354'OF AN UNDERGROUND CABLE WARNING SIGN, 18.1 METERS (59.5 FEET) EAST OF
 TO0354'BENCH MARK 2553, 1.8 METERS (6.0 FEET) WEST OF A 30-INCH DIAMETER
 TO0354'FIR TREE WITH A TRIANGULAR BLAZE.
 TO0354'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TO0354'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 TO0354
 TO0354                          STATION RECOVERY (2006)
 TO0354
 TO0354'RECOVERY NOTE BY WA DEPT OF NAT RES 2006 (DLS)
 TO0354'LAT 48 56 16.1 N
 TO0354'LONG 117 19 12.2 W
 TO0354'WADOT WITNESS POST AT NORTH 2 FT
 TO0354'NGS WITNESS POST AT EAST 1 FT
 TO0354'WADOT WITNESS POST AT SOUTH 3 FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0941 ***********************************************************************
 SV0941  DESIGNATION -  2265 S
 SV0941  PID         -  SV0941
 SV0941  STATE/COUNTY-  WA/STEVENS
 SV0941  USGS QUAD   -  CLAYTON (1973)
 SV0941
 SV0941                         *CURRENT SURVEY CONTROL
 SV0941  ___________________________________________________________________
 SV0941* NAD 83(1986)-  47 59 49.     (N)    117 33 25.     (W)     SCALED    
 SV0941* NAVD 88     -       690.713  (meters)    2266.11   (feet)  ADJUSTED  
 SV0941  ___________________________________________________________________
 SV0941  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SV0941  DYNAMIC HT  -         690.765 (meters)    2266.28  (feet)  COMP
 SV0941  MODELED GRAV-     980,665.3   (mgal)                       NAVD 88
 SV0941
 SV0941  VERT ORDER  -  FIRST     CLASS II
 SV0941
 SV0941.The horizontal coordinates were scaled from a topographic map and have
 SV0941.an estimated accuracy of +/- 6 seconds.
 SV0941
 SV0941.The orthometric height was determined by differential leveling
 SV0941.and adjusted by the National Geodetic Survey in June 1991..
 SV0941
 SV0941.The geoid height was determined by GEOID03.
 SV0941
 SV0941.The dynamic height is computed by dividing the NAVD 88
 SV0941.geopotential number by the normal gravity value computed on the
 SV0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0941.degrees latitude (g = 980.6199 gals.).
 SV0941
 SV0941.The modeled gravity was interpolated from observed gravity values.
 SV0941
 SV0941;                    North         East    Units  Estimated Accuracy
 SV0941;SPC WA N     -   116,050.      744,430.      MT  (+/- 180 meters Scaled)
 SV0941
 SV0941                          SUPERSEDED SURVEY CONTROL
 SV0941
 SV0941  NGVD 29 (??/??/92)  689.517  (m)         2262.19   (f) ADJ UNCH    1 2
 SV0941
 SV0941.Superseded values are not recommended for survey control.
 SV0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0941.See file dsdata.txt to determine how the superseded data were derived.
 SV0941
 SV0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP584161(NAD 83)
 SV0941_MARKER: DD = SURVEY DISK
 SV0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0941_SP_SET: WALL
 SV0941_STAMPING: 2265 S
 SV0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0941
 SV0941  HISTORY     - Date     Condition        Report By
 SV0941  HISTORY     - UNK      MONUMENTED       USGS
 SV0941  HISTORY     - 1931     GOOD             NGS
 SV0941
 SV0941                          STATION DESCRIPTION
 SV0941
 SV0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 SV0941'IN CLAYTON.
 SV0941'AT CLAYTON, IN THE SOUTHWEST WALL OF ENGINE ROOM, OF THE WASHINGTON
 SV0941'BRICK LIME AND MANUFACTURING CO.S MILLS, LOCATED 0.1 MILE NORTH OF THE
 SV0941'CLAYTON DEPOT ON THE EAST SIDE OF TRACK, 2 FEET NORTH WEST OF ENGINE
 SV0941'ROOM DOORWAY 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0066 ***********************************************************************
 SB0066  DESIGNATION -  2271 USGS
 SB0066  PID         -  SB0066
 SB0066  STATE/COUNTY-  WA/KITTITAS
 SB0066  USGS QUAD   -  BOYLSTON (1953)
 SB0066
 SB0066                         *CURRENT SURVEY CONTROL
 SB0066  ___________________________________________________________________
 SB0066* NAD 83(1986)-  46 54 09.     (N)    120 11 34.     (W)     SCALED    
 SB0066* NAVD 88     -       693.352  (meters)    2274.77   (feet)  ADJUSTED  
 SB0066  ___________________________________________________________________
 SB0066  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 SB0066  DYNAMIC HT  -         693.327 (meters)    2274.69  (feet)  COMP
 SB0066  MODELED GRAV-     980,554.4   (mgal)                       NAVD 88
 SB0066
 SB0066  VERT ORDER  -  SECOND    CLASS 0
 SB0066
 SB0066.The horizontal coordinates were scaled from a topographic map and have
 SB0066.an estimated accuracy of +/- 6 seconds.
 SB0066
 SB0066.The orthometric height was determined by differential leveling
 SB0066.and adjusted by the National Geodetic Survey in June 1991..
 SB0066
 SB0066.The geoid height was determined by GEOID03.
 SB0066
 SB0066.The dynamic height is computed by dividing the NAVD 88
 SB0066.geopotential number by the normal gravity value computed on the
 SB0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0066.degrees latitude (g = 980.6199 gals.).
 SB0066
 SB0066.The modeled gravity was interpolated from observed gravity values.
 SB0066
 SB0066;                    North         East    Units  Estimated Accuracy
 SB0066;SPC WA S     -   174,460.      523,410.      MT  (+/- 180 meters Scaled)
 SB0066
 SB0066                          SUPERSEDED SURVEY CONTROL
 SB0066
 SB0066  NGVD 29 (??/??/92)  692.190  (m)         2270.96   (f) ADJ UNCH    2 0
 SB0066
 SB0066.Superseded values are not recommended for survey control.
 SB0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0066.See file dsdata.txt to determine how the superseded data were derived.
 SB0066
 SB0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS138981(NAD 83)
 SB0066_MARKER: DD = SURVEY DISK
 SB0066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0066_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0066_STAMPING: 2271
 SB0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0066
 SB0066  HISTORY     - Date     Condition        Report By
 SB0066  HISTORY     - UNK      MONUMENTED       USGS
 SB0066  HISTORY     - 1934     GOOD             NGS
 SB0066
 SB0066                          STATION DESCRIPTION
 SB0066
 SB0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SB0066'1.0 MI W FROM CHEVIOT.
 SB0066'1.0 MI. WEST ALONG C. M. ST. P. AND P. RR FROM STATION.  ALONG THE
 SB0066'RIGHT OF WAY OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 SB0066'82 1/2 RAIL LENGTHS, APPROXIMATELY 907 YARDS WEST OF MILE POST 2041, 1
 SB0066'3-4 RAIL LENGTHS SOUTHWEAST OF WOODEN TRESTLE NO. EE 308, 48 FEET
 SB0066'SOUTHWEST OF TRACK, 20 INCHES SOUTHWEST OF RIGHT OF WAY FENCE, 5 1-4
 SB0066'FEET NORTHWEST OF TELEPHONE POLE, SET ON TOP OF IRON PIPE 9 INCHES
 SB0066'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0638 ***********************************************************************
 SB0638  DESIGNATION -  2277.02 USFS
 SB0638  PID         -  SB0638
 SB0638  STATE/COUNTY-  WA/YAKIMA
 SB0638  USGS QUAD   -  GLENWOOD (1970)
 SB0638
 SB0638                         *CURRENT SURVEY CONTROL
 SB0638  ___________________________________________________________________
 SB0638* NAD 83(1986)-  46 05 16.     (N)    121 16 46.     (W)     SCALED    
 SB0638* NAVD 88     -       694.951  (meters)    2280.02   (feet)  ADJUSTED  
 SB0638  ___________________________________________________________________
 SB0638  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 SB0638  DYNAMIC HT  -         694.879 (meters)    2279.78  (feet)  COMP
 SB0638  MODELED GRAV-     980,489.8   (mgal)                       NAVD 88
 SB0638
 SB0638  VERT ORDER  -  SECOND    CLASS 0
 SB0638
 SB0638.The horizontal coordinates were scaled from a topographic map and have
 SB0638.an estimated accuracy of +/- 6 seconds.
 SB0638
 SB0638.The orthometric height was determined by differential leveling
 SB0638.and adjusted by the National Geodetic Survey in June 1991..
 SB0638
 SB0638.The geoid height was determined by GEOID03.
 SB0638
 SB0638.The dynamic height is computed by dividing the NAVD 88
 SB0638.geopotential number by the normal gravity value computed on the
 SB0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0638.degrees latitude (g = 980.6199 gals.).
 SB0638
 SB0638.The modeled gravity was interpolated from observed gravity values.
 SB0638
 SB0638;                    North         East    Units  Estimated Accuracy
 SB0638;SPC WA S     -    84,150.      439,720.      MT  (+/- 180 meters Scaled)
 SB0638
 SB0638                          SUPERSEDED SURVEY CONTROL
 SB0638
 SB0638  NGVD 29 (??/??/92)  693.806  (m)         2276.26   (f) ADJ UNCH    2 0
 SB0638
 SB0638.Superseded values are not recommended for survey control.
 SB0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0638.See file dsdata.txt to determine how the superseded data were derived.
 SB0638
 SB0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS330052(NAD 83)
 SB0638_MARKER: N = NAIL
 SB0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0638_SP_SET: TREE
 SB0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0638
 SB0638  HISTORY     - Date     Condition        Report By
 SB0638  HISTORY     - UNK      MONUMENTED       USFS
 SB0638  HISTORY     - 1946     GOOD             NGS
 SB0638
 SB0638                          STATION DESCRIPTION
 SB0638
 SB0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0638'5.6 MI N FROM GLENWOOD.
 SB0638'0.1 MILE EAST ALONG A PAVED COUNTY ROAD FROM THE SCHOOL AT GLENWOOD,
 SB0638'5.5 MILES NORTH ALONG THE MT. ADAMS ROAD, IN THE ROOT OF A 36-INCH
 SB0638'TWIN PINE TREE, AND 12 FEET EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0124 ***********************************************************************
 SC0124  DESIGNATION -  22=B4
 SC0124  PID         -  SC0124
 SC0124  STATE/COUNTY-  WA/COWLITZ
 SC0124  USGS QUAD   -  KELSO (1990)
 SC0124
 SC0124                         *CURRENT SURVEY CONTROL
 SC0124  ___________________________________________________________________
 SC0124* NAD 83(1986)-  46 08 33.     (N)    122 54 47.     (W)     SCALED    
 SC0124* NAVD 88     -         7.861  (meters)      25.79   (feet)  ADJUSTED  
 SC0124  ___________________________________________________________________
 SC0124  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 SC0124  DYNAMIC HT  -           7.862 (meters)      25.79  (feet)  COMP
 SC0124  MODELED GRAV-     980,709.5   (mgal)                       NAVD 88
 SC0124
 SC0124  VERT ORDER  -  FIRST     CLASS II
 SC0124
 SC0124.The horizontal coordinates were scaled from a topographic map and have
 SC0124.an estimated accuracy of +/- 6 seconds.
 SC0124
 SC0124.The orthometric height was determined by differential leveling
 SC0124.and adjusted by the National Geodetic Survey in June 1991..
 SC0124
 SC0124.The geoid height was determined by GEOID03.
 SC0124
 SC0124.The dynamic height is computed by dividing the NAVD 88
 SC0124.geopotential number by the normal gravity value computed on the
 SC0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0124.degrees latitude (g = 980.6199 gals.).
 SC0124
 SC0124.The modeled gravity was interpolated from observed gravity values.
 SC0124
 SC0124;                    North         East    Units  Estimated Accuracy
 SC0124;SPC WA S     -    92,790.      313,600.      MT  (+/- 180 meters Scaled)
 SC0124
 SC0124                          SUPERSEDED SURVEY CONTROL
 SC0124
 SC0124  NGVD 29 (??/??/92)    6.914  (m)           22.68   (f) ADJ UNCH    1 2
 SC0124
 SC0124.Superseded values are not recommended for survey control.
 SC0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0124.See file dsdata.txt to determine how the superseded data were derived.
 SC0124
 SC0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES067098(NAD 83)
 SC0124_MARKER: DD = SURVEY DISK
 SC0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0124_SP_SET: FOUNDATION WALL
 SC0124_STAMPING: 22.221 FT 1914 B 4
 SC0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0124
 SC0124  HISTORY     - Date     Condition        Report By
 SC0124  HISTORY     - 1914     MONUMENTED       USGS
 SC0124  HISTORY     - 1935     GOOD             NGS
 SC0124  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0124  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0124
 SC0124                          STATION DESCRIPTION
 SC0124
 SC0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0124'IN KELSO.
 SC0124'AT KELSO, COWLITZ COUNTY, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 SC0124'OF OAK AND FRONT STREETS, EAST OF THE NORTHERN PACIFIC RAILWAY FREIGHT
 SC0124'STATION, AT THE MARKET BUILDING (FORMERLY THE POST OFFICE), 20 FEET
 SC0124'SOUTH OF THE NORTHWEST CORNER, IN THE TOP OF THE WEST CONCRETE
 SC0124'FOUNDATION WALL, 35 FEET EAST OF THE CENTER LINE OF THE TRACK, AND
 SC0124'ABOUT 6 INCHES ABOVE THE CONCRETE SIDEWALK.  A UNITED STATES
 SC0124'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 22.221 FT 1914 B 4.
 SC0124
 SC0124                          STATION RECOVERY (1987)
 SC0124
 SC0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0124'THERE IS A NEW BANK AT THIS LOCATION.
 SC0124
 SC0124                          STATION RECOVERY (1989)
 SC0124
 SC0124'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0407 ***********************************************************************
 TR0407  DESIGNATION -  23
 TR0407  PID         -  TR0407
 TR0407  STATE/COUNTY-  WA/ISLAND
 TR0407  USGS QUAD   -  OAK HARBOR (1973)
 TR0407
 TR0407                         *CURRENT SURVEY CONTROL
 TR0407  ___________________________________________________________________
 TR0407* NAD 83(1986)-  48 20 26.     (N)    122 40 31.     (W)     SCALED    
 TR0407* NAVD 88     -         9.255  (meters)      30.36   (feet)  ADJUSTED  
 TR0407  ___________________________________________________________________
 TR0407  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 TR0407  DYNAMIC HT  -           9.257 (meters)      30.37  (feet)  COMP
 TR0407  MODELED GRAV-     980,861.7   (mgal)                       NAVD 88
 TR0407
 TR0407  VERT ORDER  -  FIRST     CLASS II
 TR0407
 TR0407.The horizontal coordinates were scaled from a topographic map and have
 TR0407.an estimated accuracy of +/- 6 seconds.
 TR0407
 TR0407.The orthometric height was determined by differential leveling
 TR0407.and adjusted by the National Geodetic Survey in June 1991..
 TR0407
 TR0407.The geoid height was determined by GEOID03.
 TR0407
 TR0407.The dynamic height is computed by dividing the NAVD 88
 TR0407.geopotential number by the normal gravity value computed on the
 TR0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0407.degrees latitude (g = 980.6199 gals.).
 TR0407
 TR0407.The modeled gravity was interpolated from observed gravity values.
 TR0407
 TR0407;                    North         East    Units  Estimated Accuracy
 TR0407;SPC WA N     -   150,680.      363,470.      MT  (+/- 180 meters Scaled)
 TR0407
 TR0407                          SUPERSEDED SURVEY CONTROL
 TR0407
 TR0407  NGVD 29 (??/??/92)    8.110  (m)           26.61   (f) ADJ UNCH    1 2
 TR0407
 TR0407.Superseded values are not recommended for survey control.
 TR0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0407.See file dsdata.txt to determine how the superseded data were derived.
 TR0407
 TR0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU240542(NAD 83)
 TR0407_MARKER: B = BOLT
 TR0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0407_STAMPING: 23
 TR0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0407+STABILITY: SURFACE MOTION
 TR0407
 TR0407  HISTORY     - Date     Condition        Report By
 TR0407  HISTORY     - UNK      MONUMENTED       DOD
 TR0407  HISTORY     - 1952     GOOD             NGS
 TR0407  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0407
 TR0407                          STATION DESCRIPTION
 TR0407
 TR0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0407'5.2 MI NW FROM OAK HARBOR.
 TR0407'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0407'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.9 MILE WEST
 TR0407'ALONG TORPEDO ROAD THROUGH THE EAST GATE OF NAVAL AIR STATION AULT
 TR0407'FIELD, THENCE 0.1 MILE NORTH ALONG LANGLEY BLVD., THENCE 0.2 MILE WEST
 TR0407'ALONG YORKTOWN STREET, THENCE 0.1 MILE NORTH ALONG WASP STREET TO THE
 TR0407'T JUNCTION OF CONTINUATION OF YORKTOWN STREET LEADING WEST, IN THE
 TR0407'APPROXIMATE CENTER OF THE T JUNCTION, 208.8 FEET SOUTHEAST OF THE
 TR0407'SOUTHEAST CORNER OF BUILDING NO. 134, 37.7 FEET NORTHEAST OF A
 TR0407'BARBED-WIRE FENCE, ABOUT 0.5 FOOT LOWER THAN THE SURFACE OF THE ROAD,
 TR0407'AND SET IN THE TOP OF A CONCRETE POST WHICH IS ENCASED BY A 6-INCH
 TR0407'STEEL PIPE WITH A CASTIRON COVER.
 TR0407
 TR0407                          STATION RECOVERY (1973)
 TR0407
 TR0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0654 ***********************************************************************
 TP0654  DESIGNATION -  23 AA
 TP0654  PID         -  TP0654
 TP0654  STATE/COUNTY-  WA/OKANOGAN
 TP0654  USGS QUAD   -  LOOMIS (1982)
 TP0654
 TP0654                         *CURRENT SURVEY CONTROL
 TP0654  ___________________________________________________________________
 TP0654* NAD 83(1986)-  48 51 22.     (N)    119 45 03.     (W)     SCALED    
 TP0654* NAVD 88     -      1000.890  (meters)    3283.75   (feet)  ADJUSTED  
 TP0654  ___________________________________________________________________
 TP0654  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TP0654  DYNAMIC HT  -        1000.953 (meters)    3283.96  (feet)  COMP
 TP0654  MODELED GRAV-     980,638.7   (mgal)                       NAVD 88
 TP0654
 TP0654  VERT ORDER  -  SECOND    CLASS 0
 TP0654
 TP0654.The horizontal coordinates were scaled from a topographic map and have
 TP0654.an estimated accuracy of +/- 6 seconds.
 TP0654
 TP0654.The orthometric height was determined by differential leveling
 TP0654.and adjusted by the National Geodetic Survey in June 1991..
 TP0654
 TP0654.The geoid height was determined by GEOID03.
 TP0654
 TP0654.The dynamic height is computed by dividing the NAVD 88
 TP0654.geopotential number by the normal gravity value computed on the
 TP0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0654.degrees latitude (g = 980.6199 gals.).
 TP0654
 TP0654.The modeled gravity was interpolated from observed gravity values.
 TP0654
 TP0654;                    North         East    Units  Estimated Accuracy
 TP0654;SPC WA N     -   206,940.      579,440.      MT  (+/- 180 meters Scaled)
 TP0654
 TP0654                          SUPERSEDED SURVEY CONTROL
 TP0654
 TP0654  NGVD 29 (??/??/92)  999.534  (m)         3279.30   (f) ADJ UNCH    2 0
 TP0654
 TP0654.Superseded values are not recommended for survey control.
 TP0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0654.See file dsdata.txt to determine how the superseded data were derived.
 TP0654
 TP0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ982151(NAD 83)
 TP0654_MARKER: DD = SURVEY DISK
 TP0654_SETTING: 80 = SET IN A BOULDER
 TP0654_STAMPING: 23 AA 1954 3279
 TP0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0654+STABILITY: SURFACE MOTION
 TP0654
 TP0654  HISTORY     - Date     Condition        Report By
 TP0654  HISTORY     - 1954     MONUMENTED       USGS
 TP0654  HISTORY     - 1972     GOOD             NGS
 TP0654
 TP0654                          STATION DESCRIPTION
 TP0654
 TP0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 TP0654'9.5 MI W FROM LOOMIS.
 TP0654'REACHED FROM THE POST OFFICE IN LOOMIS BY GOING WEST 1 BLOCK, THEN
 TP0654'NORTH 2.2 MILES, TURN LEFT ON TOATS COULEE ROAD AND GO 5.3 MILES TO A
 TP0654'CONCRETE BRIDGE OVER TOATS COULEE CREEK, CONTINUE 1.9 MILES TO THE
 TP0654'MARK ON THE LEFT, 1.2 MILES BEFORE REACHING NORTH FORK CAMPGROUND, 50
 TP0654'FEET SOUTHWEST OF AND 5 FEET LOWER THAN THE ROAD, 12 FEET WEST OF A
 TP0654'WITNESS POST, 5 FEET NORTHEAST OF A SECOND WITNESS POST, A DISK SET IN
 TP0654'AN 8X10-FOOT BOULDER WHICH PROJECTS 4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0118 ***********************************************************************
 SC0118  DESIGNATION -  23 B 7
 SC0118  PID         -  SC0118
 SC0118  STATE/COUNTY-  WA/COWLITZ
 SC0118  USGS QUAD   -  KALAMA (1990)
 SC0118
 SC0118                         *CURRENT SURVEY CONTROL
 SC0118  ___________________________________________________________________
 SC0118* NAD 83(1986)-  46 00 29.     (N)    122 50 39.     (W)     SCALED    
 SC0118* NAVD 88     -         8.103  (meters)      26.58   (feet)  ADJUSTED  
 SC0118  ___________________________________________________________________
 SC0118  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 SC0118  DYNAMIC HT  -           8.103 (meters)      26.58  (feet)  COMP
 SC0118  MODELED GRAV-     980,676.6   (mgal)                       NAVD 88
 SC0118
 SC0118  VERT ORDER  -  FIRST     CLASS II
 SC0118
 SC0118.The horizontal coordinates were scaled from a topographic map and have
 SC0118.an estimated accuracy of +/- 6 seconds.
 SC0118
 SC0118.The orthometric height was determined by differential leveling
 SC0118.and adjusted by the National Geodetic Survey in June 1991..
 SC0118.WARNING-Repeat measurements at this control monument indicate possible
 SC0118.vertical movement.
 SC0118
 SC0118.The geoid height was determined by GEOID03.
 SC0118
 SC0118.The dynamic height is computed by dividing the NAVD 88
 SC0118.geopotential number by the normal gravity value computed on the
 SC0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0118.degrees latitude (g = 980.6199 gals.).
 SC0118
 SC0118.The modeled gravity was interpolated from observed gravity values.
 SC0118
 SC0118;                    North         East    Units  Estimated Accuracy
 SC0118;SPC WA S     -    77,690.      318,470.      MT  (+/- 180 meters Scaled)
 SC0118
 SC0118                          SUPERSEDED SURVEY CONTROL
 SC0118
 SC0118  NGVD 29 (05/16/90)    7.053  (m)           23.14   (f) ADJUSTED    1 2
 SC0118
 SC0118.Superseded values are not recommended for survey control.
 SC0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0118.See file dsdata.txt to determine how the superseded data were derived.
 SC0118
 SC0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER120949(NAD 83)
 SC0118_MARKER: DD = SURVEY DISK
 SC0118_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 SC0118_SP_SET: BUILDING FOUNDATION
 SC0118_STAMPING: 23.077 FT B 7 1914
 SC0118_MARK LOGO: USGS  
 SC0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC0118+STABILITY: POSITION/ELEVATION WELL
 SC0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0118+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 SC0118
 SC0118  HISTORY     - Date     Condition        Report By
 SC0118  HISTORY     - 1914     MONUMENTED       USGS
 SC0118  HISTORY     - 1920     GOOD             NGS
 SC0118  HISTORY     - 1951     GOOD             NGS
 SC0118  HISTORY     - 1987     GOOD             NGS
 SC0118  HISTORY     - 1989     GOOD             USPSQD
 SC0118  HISTORY     - 20020614 GOOD             USPSQD
 SC0118  HISTORY     - 20060207 GOOD             USPSQD
 SC0118
 SC0118                          STATION DESCRIPTION
 SC0118
 SC0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 SC0118'IN KALAMA.
 SC0118'AT KALAMA, COWLITZ COUNTY, ON THE EAST SIDE OF FIRST STREET, BETWEEN
 SC0118'FIR AND ELM STREETS, AT THE KALAMA HOTEL, IN THE TOP OF THE NORTH END
 SC0118'OF THE WEST CONCRETE FOUNDATION WALL, UNDER THE KUDLACEK AND FULFORD
 SC0118'SIGN, AND ABOUT 6 INCHES HIGHER THAN THE CONCRETE SIDEWALK.  A UNITED
 SC0118'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 23.077 FT 1914 B 7.
 SC0118
 SC0118                          STATION RECOVERY (1951)
 SC0118
 SC0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 SC0118'RECOVERED IN GOOD CONDITION.
 SC0118
 SC0118                          STATION RECOVERY (1987)
 SC0118
 SC0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0118'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN LINE 34 WASHINGTON
 SC0118'IS ADEQUATE EXCEPT OMIT--UNDER THE KUDLACEK AND FULFORD SIGN,
 SC0118'ADD--UNDER THE POKER PETES TAVERN AND PIZZA PARLOR SIGN.
 SC0118
 SC0118                          STATION RECOVERY (1989)
 SC0118
 SC0118'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0118'RECOVERED IN GOOD CONDITION.
 SC0118
 SC0118                          STATION RECOVERY (2002)
 SC0118
 SC0118'RECOVERY NOTE BY US POWER SQUADRON 2002 (CWM)
 SC0118'RECOVERED IN GOOD CONDITION.
 SC0118
 SC0118                          STATION RECOVERY (2006)
 SC0118
 SC0118'RECOVERY NOTE BY US POWER SQUADRON 2006
 SC0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0257 ***********************************************************************
 SB0257  DESIGNATION -  23 E USGS
 SB0257  PID         -  SB0257
 SB0257  STATE/COUNTY-  WA/KITTITAS
 SB0257  USGS QUAD   -  GINKGO (1978)
 SB0257
 SB0257                         *CURRENT SURVEY CONTROL
 SB0257  ___________________________________________________________________
 SB0257* NAD 83(1986)-  46 56 51.     (N)    120 03 26.     (W)     SCALED    
 SB0257* NAVD 88     -       381.059  (meters)    1250.19   (feet)  ADJUSTED  
 SB0257  ___________________________________________________________________
 SB0257  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SB0257  DYNAMIC HT  -         381.074 (meters)    1250.24  (feet)  COMP
 SB0257  MODELED GRAV-     980,642.9   (mgal)                       NAVD 88
 SB0257
 SB0257  VERT ORDER  -  SECOND    CLASS 0
 SB0257
 SB0257.The horizontal coordinates were scaled from a topographic map and have
 SB0257.an estimated accuracy of +/- 6 seconds.
 SB0257
 SB0257.The orthometric height was determined by differential leveling
 SB0257.and adjusted by the National Geodetic Survey in June 1991..
 SB0257.WARNING-Repeat measurements at this control monument indicate possible
 SB0257.vertical movement.
 SB0257
 SB0257.The geoid height was determined by GEOID03.
 SB0257
 SB0257.The dynamic height is computed by dividing the NAVD 88
 SB0257.geopotential number by the normal gravity value computed on the
 SB0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0257.degrees latitude (g = 980.6199 gals.).
 SB0257
 SB0257.The modeled gravity was interpolated from observed gravity values.
 SB0257
 SB0257;                    North         East    Units  Estimated Accuracy
 SB0257;SPC WA S     -   179,510.      533,710.      MT  (+/- 180 meters Scaled)
 SB0257
 SB0257                          SUPERSEDED SURVEY CONTROL
 SB0257
 SB0257  NGVD 29 (??/??/92)  379.947  (m)         1246.54   (f) ADJ UNCH    2 0
 SB0257
 SB0257.Superseded values are not recommended for survey control.
 SB0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0257.See file dsdata.txt to determine how the superseded data were derived.
 SB0257
 SB0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT239035(NAD 83)
 SB0257_MARKER: DD = SURVEY DISK
 SB0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0257_STAMPING: 1247 23 E 1938
 SB0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0257+STABILITY: SURFACE MOTION
 SB0257
 SB0257  HISTORY     - Date     Condition        Report By
 SB0257  HISTORY     - 1938     MONUMENTED       USGS
 SB0257  HISTORY     - 1947     GOOD             NGS
 SB0257  HISTORY     - 1957     GOOD             NGS
 SB0257
 SB0257                          STATION DESCRIPTION
 SB0257
 SB0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0257'4.1 MI W FROM VANTAGE.
 SB0257'4.1 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE WEST END OF VANTAGE
 SB0257'BRIDGE OVER THE COLUMBIA RIVER AT VANTAGE, 1.1 MILES WEST OF GINKGO
 SB0257'STATE PARK, ABOUT 50 YARDS SOUTHEAST OF A CROSSING OF THE OLD AND NEW
 SB0257'HIGHWAYS, 75 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6.8 FEET
 SB0257'WEST OF A POWER LINE POLE, AND SET IN THE TOP OF A CONCRETE POST
 SB0257'PROJECTING 0.7 FOOT ABOVE THE GROUND.  WITNESS POST SET 2.4 FEET EAST
 SB0257'OF THE MARK.
 SB0257
 SB0257                          STATION RECOVERY (1957)
 SB0257
 SB0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 SB0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1631 ***********************************************************************
 SW1631  DESIGNATION -  23 WKP
 SW1631  PID         -  SW1631
 SW1631  STATE/COUNTY-  WA/GRANT
 SW1631  USGS QUAD   -  RATTLESNAKE SPRINGS (1966)
 SW1631
 SW1631                         *CURRENT SURVEY CONTROL
 SW1631  ___________________________________________________________________
 SW1631* NAD 83(1998)-  47 26 15.97379(N)    119 46 20.06435(W)     ADJUSTED  
 SW1631* NAVD 88     -       458.7    (meters)    1505.     (feet)  GPS OBS   
 SW1631  ___________________________________________________________________
 SW1631  X           -  -2,146,235.049 (meters)                     COMP
 SW1631  Y           -  -3,751,751.442 (meters)                     COMP
 SW1631  Z           -   4,675,144.056 (meters)                     COMP
 SW1631  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 SW1631  ELLIP HEIGHT-         438.90  (meters)          (07/05/01) GPS OBS
 SW1631  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 SW1631
 SW1631  HORZ ORDER  -  FIRST
 SW1631  ELLP ORDER  -  FOURTH    CLASS II
 SW1631
 SW1631.The horizontal coordinates were established by GPS observations
 SW1631.and adjusted by the National Geodetic Survey in July 2001..
 SW1631.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1631.DATUM ITEM on the data sheet items page.
 SW1631
 SW1631.The orthometric height was determined by GPS observations and a
 SW1631.high-resolution geoid model.
 SW1631
 SW1631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1631
 SW1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1631
 SW1631.The ellipsoidal height was determined by GPS observations
 SW1631.and is referenced to NAD 83.
 SW1631
 SW1631.The geoid height was determined by GEOID03.
 SW1631
 SW1631;                    North         East     Units Scale Factor Converg.
 SW1631;SPC WA S     -   234,174.554   554,897.412   MT  1.00002558   +0 31 43.1
 SW1631;SPC WA S     -   768,287.68  1,820,525.93   sFT  1.00002558   +0 31 43.1
 SW1631;UTM  11      - 5,257,539.811   290,973.349   MT  1.00013697   -2 02 33.4
 SW1631
 SW1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1631!SPC WA S     -   0.99993121  x   1.00002558  =   0.99995679
 SW1631!UTM  11      -   0.99993121  x   1.00013697  =   1.00006817
 SW1631
 SW1631                          SUPERSEDED SURVEY CONTROL
 SW1631
 SW1631  NAD 83(1991)-  47 26 15.97264(N)    119 46 20.06474(W) AD(       ) 1
 SW1631  ELLIP H (01/21/94)  439.02   (m)                       GP(       ) 4 1
 SW1631
 SW1631.Superseded values are not recommended for survey control.
 SW1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1631.See file dsdata.txt to determine how the superseded data were derived.
 SW1631
 SW1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9097357540(NAD 83)
 SW1631_MARKER: DT = TOPOGRAPHIC STATION DISK
 SW1631_SETTING: 80 = SET IN A BOULDER
 SW1631_SP_SET: PARTIALLY EXPOSED BOULDER
 SW1631_STAMPING: 23 WKP 1965 1502 30 EN BN
 SW1631_MARK LOGO: USGS  
 SW1631_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1631+STABILITY: POSITION/ELEVATION WELL
 SW1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1631+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1993
 SW1631
 SW1631  HISTORY     - Date     Condition        Report By
 SW1631  HISTORY     - 1965     MONUMENTED       USGS
 SW1631  HISTORY     - 19930503 GOOD             DCPW
 SW1631
 SW1631                          STATION DESCRIPTION
 SW1631
 SW1631'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1631'THE STATION IS APPROXIMATELY 6.5 MI (10.5 KM) EAST OF PALISADES, WA,
 SW1631'25.75 MI (41.44 KM) SW OF COULEE CITY, WA, AND 20 MI (32.2 KM) SE OF
 SW1631'WATERVILLE, WA, IN THE NE 1/4 OF SECTION 2, T22N, R24E, WM, GRANT
 SW1631'COUNTY, WA.
 SW1631'TO REACH STATION FROM THE POST OFFICE IN PALISADES, WA, DRIVE NORTH
 SW1631'AND EAST ALONG THE PALISADES ROAD, A PAVED AND IMPROVED GRAVEL ROAD,
 SW1631'FOR 9.26 MI (14.90 KM) TO THE STATION 35.6 FT (10.9 M) SOUTH OF
 SW1631'CENTERLINE OF GRAVEL ROAD, 6.0 FT (1.8 M) SOUTH OF A STEEL REFERENCE
 SW1631'POST, AND 10 FT (3.0 M) SW OF AN ORANGE CARSONITE WITNESS POST.
 SW1631'THE STATION IS A 3.5 INCH USGS ALUMINUM CAP STAMPED -23 WKP 1965 1502
 SW1631'30 EN BN- SET IN THE TOP OF A 3 FT (0.9 M) BY 4 FT (1.2 M) BY 3 FT
 SW1631'(0.9 M) HIGH PARTIALLY EXPOSED BASALT BOULDER.
 SW1631'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1631'DESCRIBED BY KEVIN TAYLOR AND SCOTT HANSEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4307 ***********************************************************************
 RD4307  DESIGNATION -  2301
 RD4307  PID         -  RD4307
 RD4307  STATE/COUNTY-  WA/CLARK
 RD4307  USGS QUAD   -  ORCHARDS (1990)
 RD4307
 RD4307                         *CURRENT SURVEY CONTROL
 RD4307  ___________________________________________________________________
 RD4307* NAD 83(1986)-  45 38 21.     (N)    122 33 27.     (W)     SCALED    
 RD4307* NAVD 88     -        70.518  (meters)     231.36   (feet)  ADJUSTED  
 RD4307  ___________________________________________________________________
 RD4307  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD4307  DYNAMIC HT  -          70.518 (meters)     231.36  (feet)  COMP
 RD4307  MODELED GRAV-     980,617.9   (mgal)                       NAVD 88
 RD4307
 RD4307  VERT ORDER  -  SECOND    CLASS II
 RD4307
 RD4307.The horizontal coordinates were scaled from a topographic map and have
 RD4307.an estimated accuracy of +/- 6 seconds.
 RD4307
 RD4307.The orthometric height was determined by differential leveling
 RD4307.and adjusted by the National Geodetic Survey in April 1995..
 RD4307
 RD4307.The geoid height was determined by GEOID03.
 RD4307
 RD4307.The dynamic height is computed by dividing the NAVD 88
 RD4307.geopotential number by the normal gravity value computed on the
 RD4307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4307.degrees latitude (g = 980.6199 gals.).
 RD4307
 RD4307.The modeled gravity was interpolated from observed gravity values.
 RD4307
 RD4307;                    North         East    Units  Estimated Accuracy
 RD4307;SPC WA S     -    36,090.      339,600.      MT  (+/- 180 meters Scaled)
 RD4307
 RD4307                          SUPERSEDED SURVEY CONTROL
 RD4307
 RD4307  NGVD 29 (03/17/92)   69.469  (m)          227.92   (f) ADJUSTED    2 2
 RD4307
 RD4307.Superseded values are not recommended for survey control.
 RD4307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4307.See file dsdata.txt to determine how the superseded data were derived.
 RD4307
 RD4307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER344540(NAD 83)
 RD4307_MARKER: DB = BENCH MARK DISK
 RD4307_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4307_SP_SET: TOP OF CURB
 RD4307_STAMPING: 2301 1990
 RD4307_MARK LOGO: WA-011
 RD4307_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4307+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 RD4307
 RD4307  HISTORY     - Date     Condition        Report By
 RD4307  HISTORY     - 1990     MONUMENTED       WA-011
 RD4307  HISTORY     - 20040311 GOOD             USPSQD
 RD4307  HISTORY     - 20050402 GOOD             USPSQD
 RD4307  HISTORY     - 20060601 GOOD             USPSQD
 RD4307  HISTORY     - 20060612 GOOD             USPSQD
 RD4307
 RD4307                          STATION DESCRIPTION
 RD4307
 RD4307'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4307'IN TOP OF EAST CURB OF N.E. 112TH AVE.,1.3 MILES NORTH OF INTERSECTION
 RD4307'WITH S.E. MILL PLAIN ROAD, IN THE NORTHEAST QUADRANT OF INTERSECTION
 RD4307'WITH N.E. 23RD STREET, 30.0 FT (9.1 M) NORTH OF CENTERLINE OF 23RD
 RD4307'STREET, 6.4 FT (2.0 M) WEST  OF FIRE HYDRANT, 12.4 FT (3.8 M) SOUTH
 RD4307'OF POWER POLE NO. PUD 32 86 73 SET 2 IN DIAM DOMED BRASS DISK
 RD4307
 RD4307                          STATION RECOVERY (2004)
 RD4307
 RD4307'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4307'RECOVERED IN GOOD CONDITION.
 RD4307
 RD4307                          STATION RECOVERY (2005)
 RD4307
 RD4307'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4307'RECOVERED IN GOOD CONDITION.
 RD4307
 RD4307                          STATION RECOVERY (2006)
 RD4307
 RD4307'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 RD4307'RECOVERED IN GOOD CONDITION.
 RD4307
 RD4307                          STATION RECOVERY (2006)
 RD4307
 RD4307'RECOVERY NOTE BY US POWER SQUADRON 2006 (PS)
 RD4307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0965 ***********************************************************************
 SV0965  DESIGNATION -  2308 T
 SV0965  PID         -  SV0965
 SV0965  STATE/COUNTY-  WA/SPOKANE
 SV0965  USGS QUAD   -  DEEP CREEK (1986)
 SV0965
 SV0965                         *CURRENT SURVEY CONTROL
 SV0965  ___________________________________________________________________
 SV0965* NAD 83(1986)-  47 38 17.     (N)    117 42 40.     (W)     SCALED    
 SV0965* NAVD 88     -       704.335  (meters)    2310.81   (feet)  ADJUSTED  
 SV0965  ___________________________________________________________________
 SV0965  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 SV0965  DYNAMIC HT  -         704.364 (meters)    2310.90  (feet)  COMP
 SV0965  MODELED GRAV-     980,631.0   (mgal)                       NAVD 88
 SV0965
 SV0965  VERT ORDER  -  SECOND    CLASS 0
 SV0965
 SV0965.The horizontal coordinates were scaled from a topographic map and have
 SV0965.an estimated accuracy of +/- 6 seconds.
 SV0965
 SV0965.The orthometric height was determined by differential leveling
 SV0965.and adjusted by the National Geodetic Survey in June 1991..
 SV0965
 SV0965.The geoid height was determined by GEOID03.
 SV0965
 SV0965.The dynamic height is computed by dividing the NAVD 88
 SV0965.geopotential number by the normal gravity value computed on the
 SV0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0965.degrees latitude (g = 980.6199 gals.).
 SV0965
 SV0965.The modeled gravity was interpolated from observed gravity values.
 SV0965
 SV0965;                    North         East    Units  Estimated Accuracy
 SV0965;SPC WA N     -    75,700.      734,550.      MT  (+/- 180 meters Scaled)
 SV0965
 SV0965                          SUPERSEDED SURVEY CONTROL
 SV0965
 SV0965  NGVD 29 (??/??/92)  703.141  (m)         2306.89   (f) ADJ UNCH    2 0
 SV0965
 SV0965.Superseded values are not recommended for survey control.
 SV0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0965.See file dsdata.txt to determine how the superseded data were derived.
 SV0965
 SV0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN465763(NAD 83)
 SV0965_MARKER: R = RIVET
 SV0965_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0965_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0965_STAMPING: 2308 T
 SV0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0965
 SV0965  HISTORY     - Date     Condition        Report By
 SV0965  HISTORY     - UNK      MONUMENTED       USGS
 SV0965  HISTORY     - 1965     GOOD             NGS
 SV0965
 SV0965                          STATION DESCRIPTION
 SV0965
 SV0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0965'IN DEEP CREEK.
 SV0965'REACHED FROM THE BRIDGE OVER DEEP CREEK ON U. S. HIGHWAY 2 BY GOING
 SV0965'WEST 0.1 MILE, TURN SOUTH ON GRAVEL ROAD AND GO 0.3 MILE TO A FORK,
 SV0965'TAKE RIGHT FORK AND FOLLOW TRACK ROAD 0.1 MILE TO THE MARK ON THE
 SV0965'RIGHT.  NOTE-- IS TILTED ABOUT 15 DEGREES TO THE WEST.  IT IS A CAP ON
 SV0965'A PIPE, NOT A CONCRETE POST.  THE RAILWAY STATION IS GONE AND A METAL
 SV0965'WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1636 ***********************************************************************
 SX1636  DESIGNATION -  232035SW
 SX1636  PID         -  SX1636
 SX1636  STATE/COUNTY-  WA/DOUGLAS
 SX1636  USGS QUAD   -  WENATCHEE (1987)
 SX1636
 SX1636                         *CURRENT SURVEY CONTROL
 SX1636  ___________________________________________________________________
 SX1636* NAD 83(1998)-  47 26 06.41855(N)    120 18 10.09143(W)     ADJUSTED  
 SX1636* NAVD 88     -       197.4    (meters)     648.     (feet)  GPS OBS   
 SX1636  ___________________________________________________________________
 SX1636  X           -  -2,180,904.578 (meters)                     COMP
 SX1636  Y           -  -3,731,751.748 (meters)                     COMP
 SX1636  Z           -   4,674,752.120 (meters)                     COMP
 SX1636  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 SX1636  ELLIP HEIGHT-         177.78  (meters)          (07/05/01) GPS OBS
 SX1636  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SX1636
 SX1636  HORZ ORDER  -  FIRST
 SX1636  ELLP ORDER  -  FOURTH    CLASS II
 SX1636
 SX1636.The horizontal coordinates were established by GPS observations
 SX1636.and adjusted by the National Geodetic Survey in July 2001..
 SX1636.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1636.DATUM ITEM on the data sheet items page.
 SX1636
 SX1636.The orthometric height was determined by GPS observations and a
 SX1636.high-resolution geoid model.
 SX1636
 SX1636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1636
 SX1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1636
 SX1636.The ellipsoidal height was determined by GPS observations
 SX1636.and is referenced to NAD 83.
 SX1636
 SX1636.The geoid height was determined by GEOID03.
 SX1636
 SX1636;                    North         East     Units Scale Factor Converg.
 SX1636;SPC WA N     -    48,515.280   540,021.449   MT  1.00001274   +0 23 42.0
 SX1636;SPC WA N     -   159,170.55  1,771,720.37   sFT  1.00001274   +0 23 42.0
 SX1636;UTM  10      - 5,257,045.805   703,378.987   MT  1.00010835   +1 59 13.9
 SX1636
 SX1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1636!SPC WA N     -   0.99997214  x   1.00001274  =   0.99998487
 SX1636!UTM  10      -   0.99997214  x   1.00010835  =   1.00008048
 SX1636
 SX1636                          SUPERSEDED SURVEY CONTROL
 SX1636
 SX1636  NAD 83(1991)-  47 26 06.41735(N)    120 18 10.09206(W) AD(       ) 1
 SX1636  ELLIP H (12/10/93)  177.91   (m)                       GP(       ) 3 2
 SX1636
 SX1636.Superseded values are not recommended for survey control.
 SX1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1636.See file dsdata.txt to determine how the superseded data were derived.
 SX1636
 SX1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0337957046(NAD 83)
 SX1636_MARKER: DR = REFERENCE MARK DISK
 SX1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1636_SP_SET: CONCRETE POST
 SX1636_MARK LOGO: DCPW  
 SX1636_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1636+STABILITY: POSITION/ELEVATION WELL
 SX1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1636+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1993
 SX1636
 SX1636  HISTORY     - Date     Condition        Report By
 SX1636  HISTORY     - UNK      MONUMENTED       DCPW
 SX1636  HISTORY     - 19930414 GOOD             DCPW
 SX1636
 SX1636                          STATION DESCRIPTION
 SX1636
 SX1636'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1636'THE STATION IS APPROXIMATELY 10.5 MI (16.9 KM) SOUTHEAST OF CASHMERE,
 SX1636'WA, 1.5 MI (2.4 KM) NORTHEAST OF WENATCHEE, WA, 18 MI (29.0 KM)
 SX1636'SOUTHWEST OF WATERVILLE, WA, AT THE CORNER OF SECTIONS 34, 35, 3, AND
 SX1636'2, COMMON TO TOWNSHIPS 22 AND 23 NORTH, RANGE 20 EAST, WILLIAMETTE
 SX1636'MERIDIAN, DOUGLAS COUNTY, WA. OWNERSHIP IS DOUGLAS COUNTY ROAD
 SX1636'RIGHT-OF-WAY/EAST WENATCHEE WATER DISTRICT.
 SX1636'TO REACH STATION FROM THE INTERSECTION OF GRANT ROAD AND EASTMONT
 SX1636'AVENUE IN EAST WENATCHEE, WA, GO WEST ON GRANT ROAD FOR 0.4 MI
 SX1636'(0.6 KM) TO THE INTERSECTION OF GRANT ROAD AND STATE HIGHWAY 28. TURN
 SX1636'NORTH, STAYING IN THE RIGHT-MOST LANE THROUGH THE INTERSECTION, AND
 SX1636'CONTINUE NORTH ALONG HIGHWAY 28 (SUNSET AVENUE) FOR 2.05 MI
 SX1636'(3.30 KM) TO THE INTERSECTION OF 19TH ST NW. TURN WEST ON 19TH ST AND
 SX1636'TRAVEL 0.25 MI (0.40 KM) TO A SHARP CURVE THAT BENDS NORTH, TURNING
 SX1636'INTO CASCADE NW. STATION IS AT THE PI OF SAID CURVE, IN THE PAVED
 SX1636'DRIVEWAY ENTRANCE TO THE EAST WENATCHEE WATER DISTRICT BUILDING.
 SX1636'THE STATION IS AN UNSTAMPED 3 INCH DOUGLAS COUNTY ENGINEER BRASS CAP
 SX1636'MONUMENT SET CONCRETE, IN A DOUGLAS COUNTY ENGINEER MONUMENT CASE
 SX1636'THAT IS FLUSH WITH THE SURROUNDING OILED SURFACE. THE MONUMENT ITSELF
 SX1636'IS 1 FT (0.3 M) BELOW THE GRADE OF THE OILED SURFACE.
 SX1636'39.5 FT (12.0 M) SOUTH 42 DEGREES EAST OF THE MONUMENT IS A DOUGLAS
 SX1636'COUNTY RP WASHER AND A YELLOW WITNESS SIGN NAILED TO A UTILITY POLE.
 SX1636'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1636'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1642 ***********************************************************************
 SX1642  DESIGNATION -  2320E19
 SX1642  PID         -  SX1642
 SX1642  STATE/COUNTY-  WA/DOUGLAS
 SX1642  USGS QUAD   -  ROCKY REACH DAM (1987)
 SX1642
 SX1642                         *CURRENT SURVEY CONTROL
 SX1642  ___________________________________________________________________
 SX1642* NAD 83(1998)-  47 30 54.91174(N)    120 17 30.76995(W)     ADJUSTED  
 SX1642* NAVD 88     -       227.0    (meters)     745.     (feet)  GPS OBS   
 SX1642  ___________________________________________________________________
 SX1642  X           -  -2,176,891.136 (meters)                     COMP
 SX1642  Y           -  -3,726,514.910 (meters)                     COMP
 SX1642  Z           -   4,680,796.381 (meters)                     COMP
 SX1642  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 SX1642  ELLIP HEIGHT-         207.59  (meters)          (07/05/01) GPS OBS
 SX1642  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 SX1642
 SX1642  HORZ ORDER  -  FIRST
 SX1642  ELLP ORDER  -  FOURTH    CLASS II
 SX1642
 SX1642.The horizontal coordinates were established by GPS observations
 SX1642.and adjusted by the National Geodetic Survey in July 2001..
 SX1642.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1642.DATUM ITEM on the data sheet items page.
 SX1642
 SX1642.The orthometric height was determined by GPS observations and a
 SX1642.high-resolution geoid model.
 SX1642
 SX1642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1642
 SX1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1642
 SX1642.The ellipsoidal height was determined by GPS observations
 SX1642.and is referenced to NAD 83.
 SX1642
 SX1642.The geoid height was determined by GEOID03.
 SX1642
 SX1642;                    North         East     Units Scale Factor Converg.
 SX1642;SPC WA N     -    57,430.481   540,782.717   MT  0.99999719   +0 24 11.2
 SX1642;SPC WA N     -   188,419.84  1,774,217.96   sFT  0.99999719   +0 24 11.2
 SX1642;UTM  10      - 5,265,979.663   703,892.107   MT  1.00011091   +1 59 52.1
 SX1642
 SX1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1642!SPC WA N     -   0.99996746  x   0.99999719  =   0.99996465
 SX1642!UTM  10      -   0.99996746  x   1.00011091  =   1.00007837
 SX1642
 SX1642                          SUPERSEDED SURVEY CONTROL
 SX1642
 SX1642  NAD 83(1991)-  47 30 54.91043(N)    120 17 30.77088(W) AD(       ) 1
 SX1642  ELLIP H (01/21/94)  207.72   (m)                       GP(       ) 4 1
 SX1642
 SX1642.Superseded values are not recommended for survey control.
 SX1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1642.See file dsdata.txt to determine how the superseded data were derived.
 SX1642
 SX1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0389265980(NAD 83)
 SX1642_MARKER: A = ALUMINUM MARKER
 SX1642_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 SX1642_SP_SET: BURIED IN GROUND
 SX1642_STAMPING: 23 20 LS 10819 1/4 S2 S11 1991
 SX1642_MARK LOGO: DCENG 
 SX1642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1642+STABILITY: POSITION/ELEVATION WELL
 SX1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1642+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1993
 SX1642
 SX1642  HISTORY     - Date     Condition        Report By
 SX1642  HISTORY     - 1991     MONUMENTED       HDA
 SX1642  HISTORY     - 19930627 GOOD             DCPW
 SX1642
 SX1642                          STATION DESCRIPTION
 SX1642
 SX1642'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1642'THE STATION IS APPROXIMATELY 7 MI (11.3 KM) NORTH OF EAST WENATCHEE,
 SX1642'WA, 13.5 MI (21.7 KM) SW OF WATERVILLE, WA, AND 12.5 MI (20.1 KM) NW
 SX1642'OF ROCK ISLAND, WA, AT THE NORTH 1/4 OF SECTION 11, T23N, R20E, WM,
 SX1642'DOUGLAS COUNTY, WA.
 SX1642'TO REACH STATION FROM THE JUNCTION OF HIGHWAY 28 AND HIGHWAY 97/2
 SX1642'DRIVE NORTH ALONG HIGHWAY 97/2 4.0 MI (6.4 KM) TO THE INTERSECTION OF
 SX1642'THE -L AND J- ORCHARD ROAD, A DIRT ROAD TO SOUTH. CONTINUE SOUTH
 SX1642'ALONG ORCHARD ROAD 0.45 MI (0.72 KM) TO A THREE-WAY FORK IN THE ROAD.
 SX1642'CONTINUE ON THE LEFT-MOST FORK 0.1 MI (0.2 KM) TO THE STATION 14 FT
 SX1642'(4.3 M) EAST OF AND 2 FT (0.6 M) HIGHER THAN THE CENTERLINE OF THE
 SX1642'DIRT ROAD, 45 FT (13.7 M) NORTH OF THE INTERSECTION OF A LIGHTLY
 SX1642'TRAVELED DIRT ROAD TO THE EAST, AND 1 FT (0.3 M) NORTH OF A STEEL
 SX1642'POST.
 SX1642'THE STATION IS A 3 INCH ALUMINUM CAP STAMPED -23 20 LS 10819 1/4 S2
 SX1642'S11 1991- RIVETED TO THE TOP OF A 2.5 INCH DIAMETER ALUMINUM PIPE 32
 SX1642'INCHES IN LENGTH, IMBEDDED IN DIRT, AND PROJECTING 0.5 FT (0.2 M)
 SX1642'ABOVE THE SURROUNDING DIRT SURFACE. MONUMENT WAS REINFORCED WITH A
 SX1642'MASS OF CONCRETE BY DOUGLAS COUNTY PUBLIC WORKS.
 SX1642'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1642'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0978 ***********************************************************************
 SV0978  DESIGNATION -  2322 T RESET
 SV0978  PID         -  SV0978
 SV0978  STATE/COUNTY-  WA/SPOKANE
 SV0978  USGS QUAD   -  AIRWAY HEIGHTS (1986)
 SV0978
 SV0978                         *CURRENT SURVEY CONTROL
 SV0978  ___________________________________________________________________
 SV0978* NAD 83(1986)-  47 40 18.     (N)    117 35 05.     (W)     SCALED    
 SV0978* NAVD 88     -       708.23   (meters)    2323.6    (feet)  RESET     
 SV0978  ___________________________________________________________________
 SV0978  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 SV0978
 SV0978  VERT ORDER  -  THIRD
 SV0978
 SV0978.The horizontal coordinates were scaled from a topographic map and have
 SV0978.an estimated accuracy of +/- 6 seconds.
 SV0978
 SV0978.The orthometric height was computed from unverified reset data.
 SV0978.No vertical observational check was made to the station.
 SV0978
 SV0978.The geoid height was determined by GEOID03.
 SV0978
 SV0978;                    North         East    Units  Estimated Accuracy
 SV0978;SPC WA N     -    79,830.      743,880.      MT  (+/- 180 meters Scaled)
 SV0978
 SV0978                          SUPERSEDED SURVEY CONTROL
 SV0978
 SV0978  NGVD 29 (??/??/??)  707.06   (m)         2319.7    (f) RESET       3  
 SV0978
 SV0978.Superseded values are not recommended for survey control.
 SV0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0978.See file dsdata.txt to determine how the superseded data were derived.
 SV0978
 SV0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN561799(NAD 83)
 SV0978_MARKER: DB = BENCH MARK DISK
 SV0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0978_STAMPING: 2322 RESET 1941
 SV0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0978+STABILITY: SURFACE MOTION
 SV0978
 SV0978  HISTORY     - Date     Condition        Report By
 SV0978  HISTORY     - 1941     MONUMENTED       GNRR
 SV0978
 SV0978                          STATION DESCRIPTION
 SV0978
 SV0978'DESCRIBED BY GREAT NORTHERN RAILROAD 1941
 SV0978'0.5 MI SW FROM LYONS.
 SV0978'ABOUT 0.5 MILE SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SV0978'STATION AT LYONS, SPOKANE COUNTY, ABOUT 30 RAILS SOUTHWEST OF MILEPOST
 SV0978'1490, AT A SECTION-LINE ROAD CROSSING, ABOUT 25 FEET SOUTH OF THE
 SV0978'NORTH LINE OF SECTION 14, T. 25 N., R. 41 E., AND 48-FEET SOUTHEAST OF
 SV0978'THE CENTER LINE OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 SV0978'STANDARD DISK, STAMPED 2322 RESET 1941 AND SET IN THE TOP OF A
 SV0978'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1345 ***********************************************************************
 SY1345  DESIGNATION -  2323 U OF W
 SY1345  PID         -  SY1345
 SY1345  STATE/COUNTY-  WA/THURSTON
 SY1345  USGS QUAD   -  SUMMIT LAKE (1981)
 SY1345
 SY1345                         *CURRENT SURVEY CONTROL
 SY1345  ___________________________________________________________________
 SY1345* NAD 83(1986)-  47 03 19.     (N)    123 00 24.     (W)     SCALED    
 SY1345* NAVD 88     -        20.673  (meters)      67.82   (feet)  ADJUSTED  
 SY1345  ___________________________________________________________________
 SY1345  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SY1345  DYNAMIC HT  -          20.678 (meters)      67.84  (feet)  COMP
 SY1345  MODELED GRAV-     980,828.9   (mgal)                       NAVD 88
 SY1345
 SY1345  VERT ORDER  -  FIRST     CLASS I
 SY1345
 SY1345.The horizontal coordinates were scaled from a topographic map and have
 SY1345.an estimated accuracy of +/- 6 seconds.
 SY1345
 SY1345.The orthometric height was determined by differential leveling
 SY1345.and adjusted by the National Geodetic Survey in June 1991..
 SY1345
 SY1345.The geoid height was determined by GEOID03.
 SY1345
 SY1345.The dynamic height is computed by dividing the NAVD 88
 SY1345.geopotential number by the normal gravity value computed on the
 SY1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1345.degrees latitude (g = 980.6199 gals.).
 SY1345
 SY1345.The modeled gravity was interpolated from observed gravity values.
 SY1345
 SY1345;                    North         East    Units  Estimated Accuracy
 SY1345;SPC WA S     -   194,420.      309,590.      MT  (+/- 180 meters Scaled)
 SY1345
 SY1345                          SUPERSEDED SURVEY CONTROL
 SY1345
 SY1345  NGVD 29 (??/??/??)   19.637  (m)           64.43   (f) ADJUSTED    1 1
 SY1345
 SY1345.Superseded values are not recommended for survey control.
 SY1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1345.See file dsdata.txt to determine how the superseded data were derived.
 SY1345
 SY1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT994113(NAD 83)
 SY1345_MARKER: DD = SURVEY DISK
 SY1345_SETTING: 66 = SET IN ROCK OUTCROP
 SY1345_SP_SET: OUTCROP LEDGE
 SY1345_STAMPING: 2323
 SY1345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY1345+STABILITY: POSITION/ELEVATION WELL
 SY1345
 SY1345  HISTORY     - Date     Condition        Report By
 SY1345  HISTORY     - UNK      MONUMENTED       LOCENG
 SY1345  HISTORY     - 1973     GOOD             NGS
 SY1345  HISTORY     - 1980     GOOD             NGS
 SY1345  HISTORY     - 1988     GOOD             USPSQD
 SY1345  HISTORY     - 1988     GOOD             USPSQD
 SY1345
 SY1345                          STATION DESCRIPTION
 SY1345
 SY1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1345'4.1 MI W FROM OLYMPIA.
 SY1345'3.5 MILES WEST ALONG HARRISON AVENUE AND MUD BAY ROAD NORTHWEST FROM
 SY1345'THE JUNCTION OF DIVISION STREET AT OLYMPIA, THENCE 0.6 MILE NORTHWEST
 SY1345'ALONG MADRONA BEACH ROAD NORTHWEST, 0.35 MILE NORTHWEST OF A CONCRETE
 SY1345'BRIDGE OVER PERRY CREEK, 0.15 MILE SOUTHEAST OF THE JUNCTION OF U.S.
 SY1345'HIGHWAY 101 AND STATE HIGHWAY 8, 1 POWER LINE POLE SOUTHEAST OF A
 SY1345'POWER LINE CROSSING, AT THE JUNCTION OF A DRIVEWAY LEADING NORTHEAST
 SY1345'TO A HOUSE, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 78 1/2
 SY1345'FEET SOUTHWEST OF AND ACROSS THE ROAD  FROM POWER LINE POLE 13 WITH A
 SY1345'TRANSFORMER, IN THE TOP OF A LEDGE OF OUTCROP WHICH PROJECTS ABOUT 1
 SY1345'FOOT ABOVE THE GROUND, 26 FEET NORTHWEST OF THE EXTENDED CENTER LINE
 SY1345'OF THE DRIVEWAY, 2.6 FEET NORTHEAST OF THE NORTHEAST RIGHT OF WAY
 SY1345'FENCE OF U.S. HIGHWAY 101, 21.8 FEET NORTHWEST OF BENCH MARK M 461,
 SY1345'AND ABOUT 3 FEET HIGHER THAN THE ROAD.  SECTION 12, T 18N, R 3W.
 SY1345
 SY1345                          STATION RECOVERY (1980)
 SY1345
 SY1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SY1345'RECOVERED IN GOOD CONDITION.
 SY1345
 SY1345                          STATION RECOVERY (1988)
 SY1345
 SY1345'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SY1345'RECOVERED IN GOOD CONDITION.
 SY1345
 SY1345                          STATION RECOVERY (1988)
 SY1345
 SY1345'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCK)
 SY1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0914 ***********************************************************************
 SX0914  DESIGNATION -  2328 RESET
 SX0914  PID         -  SX0914
 SX0914  STATE/COUNTY-  WA/CHELAN
 SX0914  USGS QUAD   -  BLEWETT (1989)
 SX0914
 SX0914                         *CURRENT SURVEY CONTROL
 SX0914  ___________________________________________________________________
 SX0914* NAD 83(1986)-  47 25 25.     (N)    120 39 28.     (W)     SCALED    
 SX0914* NAVD 88     -       709.827  (meters)    2328.82   (feet)  ADJUSTED  
 SX0914  ___________________________________________________________________
 SX0914  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 SX0914  DYNAMIC HT  -         709.846 (meters)    2328.89  (feet)  COMP
 SX0914  MODELED GRAV-     980,616.1   (mgal)                       NAVD 88
 SX0914
 SX0914  VERT ORDER  -  FIRST     CLASS II
 SX0914
 SX0914.The horizontal coordinates were scaled from a topographic map and have
 SX0914.an estimated accuracy of +/- 6 seconds.
 SX0914
 SX0914.The orthometric height was determined by differential leveling
 SX0914.and adjusted by the National Geodetic Survey in June 1991..
 SX0914
 SX0914.The geoid height was determined by GEOID03.
 SX0914
 SX0914.The dynamic height is computed by dividing the NAVD 88
 SX0914.geopotential number by the normal gravity value computed on the
 SX0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0914.degrees latitude (g = 980.6199 gals.).
 SX0914
 SX0914.The modeled gravity was interpolated from observed gravity values.
 SX0914
 SX0914;                    North         East    Units  Estimated Accuracy
 SX0914;SPC WA N     -    47,110.      513,250.      MT  (+/- 180 meters Scaled)
 SX0914
 SX0914                          SUPERSEDED SURVEY CONTROL
 SX0914
 SX0914.No superseded survey control is available for this station.
 SX0914
 SX0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT766549(NAD 83)
 SX0914_MARKER: P = PIPE CAP
 SX0914_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0914_SP_SET: SHALLOW-SET PIPE
 SX0914_STAMPING: 2328 RESET 1958
 SX0914_MARK LOGO: USGS  
 SX0914_PROJECTION: PROJECTING 46 CENTIMETERS
 SX0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0914
 SX0914  HISTORY     - Date     Condition        Report By
 SX0914  HISTORY     - 1958     MONUMENTED       USGS
 SX0914  HISTORY     - 1982     GOOD             NGS
 SX0914  HISTORY     - 1988     GOOD             USPSQD
 SX0914
 SX0914                          STATION DESCRIPTION
 SX0914
 SX0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0914'41.7 KM (25.9 MI) SW FROM WENATCHEE.
 SX0914'22.7 KM (14.1 MI) WEST ALONG US HIGHWAY 2 FROM THE CROSSING OF US
 SX0914'HIGHWAY 97 AT WENATCHEE, THENCE 19.0 KM (11.8 MI) SOUTH ALONG US
 SX0914'HIGHWAY 97, AT THE SITE OF OLD BLEWETT, BEHIND A 2 BY 3 FOOT CONCRETE
 SX0914'HISTORICAL MONUMENT READING BLEWETT ARRASTRA AND PROJECTING 4 FEET
 SX0914'ABOVE THE GROUND, AT HIGHWAY MILEPOST 174, ON THE WEST EDGE OF A ROW
 SX0914'OF BUSHES, 46 METERS (151 FT) NORTHEAST OF MILEPOST 174, 28.0 METERS
 SX0914'(92 FT) EAST OF THE HIGHWAY CENTERLINE, 1.8 METERS (6.0 FT) SOUTH OF
 SX0914'THE SOUTH POLE OF A LARGE WOODEN SIGN READING OLD MINING ARRASTRA, 1.2
 SX0914'METERS (4 FT) SOUTH OF BENCH MARK J 18 RESET 1958, 1 METER (3 FT) EAST
 SX0914'OF THE EAST EDGE OF THE MONUMENT.
 SX0914'THE MARK IS 0.5 M BELOW THE HIGHWAY CENTERLINE.
 SX0914
 SX0914                          STATION RECOVERY (1988)
 SX0914
 SX0914'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0046 ***********************************************************************
 SW0046  DESIGNATION -  2329
 SW0046  PID         -  SW0046
 SW0046  STATE/COUNTY-  WA/LINCOLN
 SW0046  USGS QUAD   -  TELFORD (1969)
 SW0046
 SW0046                         *CURRENT SURVEY CONTROL
 SW0046  ___________________________________________________________________
 SW0046* NAD 83(1986)-  47 41 38.     (N)    118 24 27.     (W)     SCALED    
 SW0046* NAVD 88     -       710.913  (meters)    2332.39   (feet)  ADJUSTED  
 SW0046  ___________________________________________________________________
 SW0046  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 SW0046  DYNAMIC HT  -         710.946 (meters)    2332.50  (feet)  COMP
 SW0046  MODELED GRAV-     980,634.4   (mgal)                       NAVD 88
 SW0046
 SW0046  VERT ORDER  -  SECOND    CLASS 0
 SW0046
 SW0046.The horizontal coordinates were scaled from a topographic map and have
 SW0046.an estimated accuracy of +/- 6 seconds.
 SW0046
 SW0046.The orthometric height was determined by differential leveling
 SW0046.and adjusted by the National Geodetic Survey in June 1991..
 SW0046
 SW0046.The geoid height was determined by GEOID03.
 SW0046
 SW0046.The dynamic height is computed by dividing the NAVD 88
 SW0046.geopotential number by the normal gravity value computed on the
 SW0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0046.degrees latitude (g = 980.6199 gals.).
 SW0046
 SW0046.The modeled gravity was interpolated from observed gravity values.
 SW0046
 SW0046;                    North         East    Units  Estimated Accuracy
 SW0046;SPC WA N     -    80,020.      682,060.      MT  (+/- 180 meters Scaled)
 SW0046
 SW0046                          SUPERSEDED SURVEY CONTROL
 SW0046
 SW0046  NGVD 29 (??/??/92)  709.699  (m)         2328.40   (f) ADJ UNCH    2 0
 SW0046
 SW0046.Superseded values are not recommended for survey control.
 SW0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0046.See file dsdata.txt to determine how the superseded data were derived.
 SW0046
 SW0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN943832(NAD 83)
 SW0046_MARKER: P = PIPE CAP
 SW0046_SETTING: 0 = UNSPECIFIED SETTING
 SW0046_STAMPING: 2329 T
 SW0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0046
 SW0046  HISTORY     - Date     Condition        Report By
 SW0046  HISTORY     - UNK      MONUMENTED       USGS
 SW0046  HISTORY     - 1966     GOOD             NGS
 SW0046
 SW0046                          STATION DESCRIPTION
 SW0046
 SW0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0046'IN TELFORD.
 SW0046'TO REACH FROM THE CRESTON POST OFFICE, GO NORTH 1 BLOCK, TURN RIGHT
 SW0046'AND GO EAST ON U.S. HIGHWAY 2 FOR 3.8 MILES, BEAR RIGHT ON OLD HIGHWAY
 SW0046'AND GO SOUTHEAST FOR 3.7 MILES TO A CROSSROAD, TURN RIGHT AND GO 0.05
 SW0046'MILE TO THE RAILROAD TRACK AND THE MARK IN THE SOUTHEAST ANGLE OF THE
 SW0046'INTERSECTION.  NOTE-- THE RAILWAY STATION IS GONE.  IT IS 36 FEET EAST
 SW0046'OF THE CENTER OF THE ROAD, 30 FEET NORTH-NORTHWEST OF A POWER POLE, 26
 SW0046'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD AND A METAL WITNESS POST
 SW0046'WAS SET 1 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1708 ***********************************************************************
 RC1708  DESIGNATION -  2334.1
 RC1708  PID         -  RC1708
 RC1708  STATE/COUNTY-  WA/KLICKITAT
 RC1708  USGS QUAD   -  GULER MTN (1983)
 RC1708
 RC1708                         *CURRENT SURVEY CONTROL
 RC1708  ___________________________________________________________________
 RC1708* NAD 83(1986)-  45 58 58.     (N)    121 34 56.     (W)     SCALED    
 RC1708* NAVD 88     -       712.449  (meters)    2337.43   (feet)  ADJUSTED  
 RC1708  ___________________________________________________________________
 RC1708  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 RC1708  DYNAMIC HT  -         712.379 (meters)    2337.20  (feet)  COMP
 RC1708  MODELED GRAV-     980,494.5   (mgal)                       NAVD 88
 RC1708
 RC1708  VERT ORDER  -  SECOND    CLASS 0
 RC1708
 RC1708.The horizontal coordinates were scaled from a topographic map and have
 RC1708.an estimated accuracy of +/- 6 seconds.
 RC1708
 RC1708.The orthometric height was determined by differential leveling
 RC1708.and adjusted by the National Geodetic Survey in June 1991..
 RC1708
 RC1708.The geoid height was determined by GEOID03.
 RC1708
 RC1708.The dynamic height is computed by dividing the NAVD 88
 RC1708.geopotential number by the normal gravity value computed on the
 RC1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1708.degrees latitude (g = 980.6199 gals.).
 RC1708
 RC1708.The modeled gravity was interpolated from observed gravity values.
 RC1708
 RC1708;                    North         East    Units  Estimated Accuracy
 RC1708;SPC WA S     -    72,760.      416,150.      MT  (+/- 180 meters Scaled)
 RC1708
 RC1708                          SUPERSEDED SURVEY CONTROL
 RC1708
 RC1708  NGVD 29 (??/??/92)  711.381  (m)         2333.92   (f) ADJ UNCH    2 0
 RC1708
 RC1708.Superseded values are not recommended for survey control.
 RC1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1708.See file dsdata.txt to determine how the superseded data were derived.
 RC1708
 RC1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR098931(NAD 83)
 RC1708_MARKER: N = NAIL
 RC1708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1708_SP_SET: STUMP
 RC1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1708
 RC1708  HISTORY     - Date     Condition        Report By
 RC1708  HISTORY     - UNK      MONUMENTED       USGS
 RC1708  HISTORY     - 1968     GOOD             NGS
 RC1708
 RC1708                          STATION DESCRIPTION
 RC1708
 RC1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1708'2.6 MI SW FROM TROUT LAKE.
 RC1708'MARK IS 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM MOUNT ADAMS
 RC1708'RANGER STATION IN TROUT LAKE.  IN SEC 29, R 10 E, T 6 N.  4.2 MILES
 RC1708'NORTHEAST OF PETERSON PRAIRIE CAMPGROUND.  AT THE Y-JUNCTION OF SUGAR
 RC1708'BOWL BUTTE ROAD.  34.5 FEET NORTH OF THE CENTER OF THE HIGHWAY.  12
 RC1708'FEET EAST OF THE CENTER OF THE DIRT ROAD.  A COPPER NAIL AND WASHER
 RC1708'SET IN THE CENTER OF A 2-FOOT DIAMETER STUMP WHICH PROJECTS 2 FEET,
 RC1708'THE TOP OF WHICH IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THE NAIL
 RC1708'PROJECTS ABOUT 1/4 INCH ABOVE THE WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0793 ***********************************************************************
 SV0793  DESIGNATION -  2376 S USGS
 SV0793  PID         -  SV0793
 SV0793  STATE/COUNTY-  WA/SPOKANE
 SV0793  USGS QUAD   -  FAIRFIELD (1980)
 SV0793
 SV0793                         *CURRENT SURVEY CONTROL
 SV0793  ___________________________________________________________________
 SV0793* NAD 83(1986)-  47 27 11.     (N)    117 08 04.     (W)     SCALED    
 SV0793* NAVD 88     -       724.557  (meters)    2377.15   (feet)  ADJUSTED  
 SV0793  ___________________________________________________________________
 SV0793  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 SV0793  DYNAMIC HT  -         724.566 (meters)    2377.18  (feet)  COMP
 SV0793  MODELED GRAV-     980,601.7   (mgal)                       NAVD 88
 SV0793
 SV0793  VERT ORDER  -  FIRST     CLASS II
 SV0793
 SV0793.The horizontal coordinates were scaled from a topographic map and have
 SV0793.an estimated accuracy of +/- 6 seconds.
 SV0793
 SV0793.The orthometric height was determined by differential leveling
 SV0793.and adjusted by the National Geodetic Survey in June 1991..
 SV0793
 SV0793.The geoid height was determined by GEOID03.
 SV0793
 SV0793.The dynamic height is computed by dividing the NAVD 88
 SV0793.geopotential number by the normal gravity value computed on the
 SV0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0793.degrees latitude (g = 980.6199 gals.).
 SV0793
 SV0793.The modeled gravity was interpolated from observed gravity values.
 SV0793
 SV0793;                    North         East    Units  Estimated Accuracy
 SV0793;SPC WA N     -    57,070.      778,830.      MT  (+/- 180 meters Scaled)
 SV0793
 SV0793                          SUPERSEDED SURVEY CONTROL
 SV0793
 SV0793  NGVD 29 (??/??/92)  723.388  (m)         2373.32   (f) ADJ UNCH    1 2
 SV0793
 SV0793.Superseded values are not recommended for survey control.
 SV0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0793.See file dsdata.txt to determine how the superseded data were derived.
 SV0793
 SV0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN898555(NAD 83)
 SV0793_MARKER: Z = SEE DESCRIPTION
 SV0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0793_SP_SET: IRON PIPE
 SV0793_STAMPING: 2376 S
 SV0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0793
 SV0793  HISTORY     - Date     Condition        Report By
 SV0793  HISTORY     - UNK      MONUMENTED       USGS
 SV0793  HISTORY     - 1933     GOOD             NGS
 SV0793  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0793
 SV0793                          STATION DESCRIPTION
 SV0793
 SV0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SV0793'IN ROCKFORD.
 SV0793'50 FEET SOUTH OF THE CENTERLINE OF THE OREGON-WASHINGTON RAILROAD AND
 SV0793'NAVIGATION RAILROAD.  150 FEET NORTHEAST OF THE DEPOT.
 SV0793
 SV0793                          STATION RECOVERY (1980)
 SV0793
 SV0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0793'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 SV0793'AREA HAS BEEN GRADED FOR CONSTRUCTION, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0851 ***********************************************************************
 SW0851  DESIGNATION -  2382
 SW0851  PID         -  SW0851
 SW0851  STATE/COUNTY-  WA/DOUGLAS
 SW0851  USGS QUAD   -  FARMER (1968)
 SW0851
 SW0851                         *CURRENT SURVEY CONTROL
 SW0851  ___________________________________________________________________
 SW0851* NAD 83(1986)-  47 36 43.     (N)    119 50 02.     (W)     SCALED    
 SW0851* NAVD 88     -       726.525  (meters)    2383.61   (feet)  ADJUSTED  
 SW0851  ___________________________________________________________________
 SW0851  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 SW0851  DYNAMIC HT  -         726.550 (meters)    2383.69  (feet)  COMP
 SW0851  MODELED GRAV-     980,622.6   (mgal)                       NAVD 88
 SW0851
 SW0851  VERT ORDER  -  SECOND    CLASS 0
 SW0851
 SW0851.The horizontal coordinates were scaled from a topographic map and have
 SW0851.an estimated accuracy of +/- 6 seconds.
 SW0851
 SW0851.The orthometric height was determined by differential leveling
 SW0851.and adjusted by the National Geodetic Survey in June 1991..
 SW0851
 SW0851.The geoid height was determined by GEOID03.
 SW0851
 SW0851.The dynamic height is computed by dividing the NAVD 88
 SW0851.geopotential number by the normal gravity value computed on the
 SW0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0851.degrees latitude (g = 980.6199 gals.).
 SW0851
 SW0851.The modeled gravity was interpolated from observed gravity values.
 SW0851
 SW0851;                    North         East    Units  Estimated Accuracy
 SW0851;SPC WA N     -    68,530.      575,140.      MT  (+/- 180 meters Scaled)
 SW0851
 SW0851                          SUPERSEDED SURVEY CONTROL
 SW0851
 SW0851  NGVD 29 (??/??/92)  725.350  (m)         2379.75   (f) ADJ UNCH    2 0
 SW0851
 SW0851.Superseded values are not recommended for survey control.
 SW0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0851.See file dsdata.txt to determine how the superseded data were derived.
 SW0851
 SW0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN870770(NAD 83)
 SW0851_MARKER: DB = BENCH MARK DISK
 SW0851_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0851_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0851_STAMPING: 2382
 SW0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0851
 SW0851  HISTORY     - Date     Condition        Report By
 SW0851  HISTORY     - UNK      MONUMENTED       USGS
 SW0851  HISTORY     - 1934     GOOD             NGS
 SW0851  HISTORY     - 1968     MARK NOT FOUND   USGS
 SW0851
 SW0851                          STATION DESCRIPTION
 SW0851
 SW0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0851'0.9 MI W FROM FARMER.
 SW0851'0.9 MI. WEST OF COMMUNITY HALL ALONG U.S. HIGHWAY 10, 15 FEET EAST OF
 SW0851'TELEPHONE POLE 33/40, 39 FEET EAST OF NORTH AND SOUTH ROAD, 22 FEET
 SW0851'SOUTH OF U.S. HIGHWAY, ON IRON POST 14 INCHES HIGH.
 SW0851
 SW0851                          STATION RECOVERY (1968)
 SW0851
 SW0851'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 SW0851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0050 ***********************************************************************
 SW0050  DESIGNATION -  2383
 SW0050  PID         -  SW0050
 SW0050  STATE/COUNTY-  WA/LINCOLN
 SW0050  USGS QUAD   -  ROCKLYN (1969)
 SW0050
 SW0050                         *CURRENT SURVEY CONTROL
 SW0050  ___________________________________________________________________
 SW0050* NAD 83(1986)-  47 37 46.     (N)    118 16 12.     (W)     SCALED    
 SW0050* NAVD 88     -       728.053  (meters)    2388.62   (feet)  ADJUSTED  
 SW0050  ___________________________________________________________________
 SW0050  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SW0050  DYNAMIC HT  -         728.082 (meters)    2388.72  (feet)  COMP
 SW0050  MODELED GRAV-     980,627.0   (mgal)                       NAVD 88
 SW0050
 SW0050  VERT ORDER  -  SECOND    CLASS 0
 SW0050
 SW0050.The horizontal coordinates were scaled from a topographic map and have
 SW0050.an estimated accuracy of +/- 6 seconds.
 SW0050
 SW0050.The orthometric height was determined by differential leveling
 SW0050.and adjusted by the National Geodetic Survey in June 1991..
 SW0050
 SW0050.The geoid height was determined by GEOID03.
 SW0050
 SW0050.The dynamic height is computed by dividing the NAVD 88
 SW0050.geopotential number by the normal gravity value computed on the
 SW0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0050.degrees latitude (g = 980.6199 gals.).
 SW0050
 SW0050.The modeled gravity was interpolated from observed gravity values.
 SW0050
 SW0050;                    North         East    Units  Estimated Accuracy
 SW0050;SPC WA N     -    73,190.      692,620.      MT  (+/- 180 meters Scaled)
 SW0050
 SW0050                          SUPERSEDED SURVEY CONTROL
 SW0050
 SW0050  NGVD 29 (??/??/92)  726.806  (m)         2384.53   (f) ADJ UNCH    2 0
 SW0050
 SW0050.Superseded values are not recommended for survey control.
 SW0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0050.See file dsdata.txt to determine how the superseded data were derived.
 SW0050
 SW0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN045758(NAD 83)
 SW0050_MARKER: P = PIPE CAP
 SW0050_SETTING: 0 = UNSPECIFIED SETTING
 SW0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0050
 SW0050  HISTORY     - Date     Condition        Report By
 SW0050  HISTORY     - UNK      MONUMENTED       USGS
 SW0050  HISTORY     - 1966     POOR             NGS
 SW0050
 SW0050                          STATION DESCRIPTION
 SW0050
 SW0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0050'IN ROCKLYN.
 SW0050'IT IS 21 YARDS WEST OF ROCKLYN ROAD, 36 FEET NORTHWEST OF A SIGN
 SW0050'READING ROCKLYN, 34.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK
 SW0050'AND 22.5 FEET SOUTH OF THE SOUTH RAIL OF THE SIDE TRACK.  NOTE-- THE
 SW0050'MARK APPEARS TO BE LEANING SLIGHTLY TO THE SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1632 ***********************************************************************
 SW1632  DESIGNATION -  2386 T
 SW1632  PID         -  SW1632
 SW1632  STATE/COUNTY-  WA/DOUGLAS
 SW1632  USGS QUAD   -  JAMESON LAKE EAST (1965)
 SW1632
 SW1632                         *CURRENT SURVEY CONTROL
 SW1632  ___________________________________________________________________
 SW1632* NAD 83(1998)-  47 37 31.91163(N)    119 33 21.86273(W)     ADJUSTED  
 SW1632* NAVD 88     -       728.2    (meters)    2389.     (feet)  GPS OBS   
 SW1632  ___________________________________________________________________
 SW1632  X           -  -2,124,558.388 (meters)                     COMP
 SW1632  Y           -  -3,746,584.281 (meters)                     COMP
 SW1632  Z           -   4,689,438.965 (meters)                     COMP
 SW1632  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 SW1632  ELLIP HEIGHT-         708.55  (meters)          (07/05/01) GPS OBS
 SW1632  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SW1632
 SW1632  HORZ ORDER  -  FIRST
 SW1632  ELLP ORDER  -  FOURTH    CLASS II
 SW1632
 SW1632.The horizontal coordinates were established by GPS observations
 SW1632.and adjusted by the National Geodetic Survey in July 2001..
 SW1632.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1632.DATUM ITEM on the data sheet items page.
 SW1632
 SW1632.The orthometric height was determined by GPS observations and a
 SW1632.high-resolution geoid model.
 SW1632
 SW1632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1632
 SW1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1632
 SW1632.The ellipsoidal height was determined by GPS observations
 SW1632.and is referenced to NAD 83.
 SW1632
 SW1632.The geoid height was determined by GEOID03.
 SW1632
 SW1632;                    North         East     Units Scale Factor Converg.
 SW1632;SPC WA N     -    70,344.415   595,997.304   MT  0.99997895   +0 57 03.4
 SW1632;SPC WA N     -   230,788.30  1,955,367.82   sFT  0.99997895   +0 57 03.4
 SW1632;UTM  11      - 5,277,846.506   307,958.472   MT  1.00005323   -1 53 20.0
 SW1632
 SW1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1632!SPC WA N     -   0.99988896  x   0.99997895  =   0.99986791
 SW1632!UTM  11      -   0.99988896  x   1.00005323  =   0.99994218
 SW1632
 SW1632                          SUPERSEDED SURVEY CONTROL
 SW1632
 SW1632  NAD 83(1991)-  47 37 31.91042(N)    119 33 21.86294(W) AD(       ) 1
 SW1632  ELLIP H (01/21/94)  708.67   (m)                       GP(       ) 4 1
 SW1632
 SW1632.Superseded values are not recommended for survey control.
 SW1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1632.See file dsdata.txt to determine how the superseded data were derived.
 SW1632
 SW1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN0795877847(NAD 83)
 SW1632_MARKER: DB = BENCH MARK DISK
 SW1632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW1632_SP_SET: METAL PIPE IMBEDDED IN GROUND
 SW1632_STAMPING: 2386 T
 SW1632_MARK LOGO: USGS  
 SW1632_MAGNETIC: P = MARKER IS A STEEL PIPE
 SW1632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1632+STABILITY: POSITION/ELEVATION WELL
 SW1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1632+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1993
 SW1632
 SW1632  HISTORY     - Date     Condition        Report By
 SW1632  HISTORY     - 1899     MONUMENTED       USGS
 SW1632  HISTORY     - 19930616 GOOD             DCPW
 SW1632
 SW1632                          STATION DESCRIPTION
 SW1632
 SW1632'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1632'THE STATION IS APPROXIMATELY 12.5 MI (20.1 KM) WEST OF COULEE CITY,
 SW1632'WA, 26.5 MI (42.6 KM) SSE OF BRIDGEPORT, WA, AND 37 MI (59.5 KM) NE
 SW1632'OF EAST WENATCHEE, WA, NEAR THE SE CORNER TO SECTION 28, T25N, R26E,
 SW1632'WM, DOUGLAS COUNTY, WA.
 SW1632'TO REACH STATION FROM THE EAST END OF THE DRY FALLS DAM AT COULEE
 SW1632'CITY, WA, DRIVE WEST ALONG HIGHWAY 2 9.46 MI (15.22 KM) TO THE
 SW1632'INTERSECTION OF L-NE, A PAVED ROAD TO THE NORTH. CONTINUE NORTH ALONG
 SW1632'L-NE 1.5 MI (2.4 KM) TO THE INTERSECTION OF 1-NE, A GRAVEL ROAD TO
 SW1632'THE WEST. CONTINUE WEST ALONG 1-NE 3.0 MI (4.8 KM) TO THE STATION 28
 SW1632'FT (8.5 M) NORTH OF THE CENTERLINE OF THE ROAD, APPROXIMATELY 400 FT
 SW1632'(121.9 M) WEST OF A PILE OF OLD POWER POLES, AND 1.0 FT (0.3 M) SOUTH
 SW1632'OF AN ORANGE CARSONITE WITNESS POST.
 SW1632'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -2386 T- RIVETED TO
 SW1632'THE TOP OF A 3.5 INCH DIAMETER IRON PIPE, IMBEDDED IN THE GROUND, AND
 SW1632'PROJECTING 0.8 FT (0.2 M) ABOVE THE SURROUNDING DIRT SURFACE.
 SW1632'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1632'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0794 ***********************************************************************
 SV0794  DESIGNATION -  2388.02
 SV0794  PID         -  SV0794
 SV0794  STATE/COUNTY-  WA/SPOKANE
 SV0794  USGS QUAD   -  SETTERS (1980)
 SV0794
 SV0794                         *CURRENT SURVEY CONTROL
 SV0794  ___________________________________________________________________
 SV0794* NAD 83(1986)-  47 26 39.     (N)    117 07 22.     (W)     SCALED    
 SV0794* NAVD 88     -       728.042  (meters)    2388.58   (feet)  ADJUSTED  
 SV0794  ___________________________________________________________________
 SV0794  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 SV0794  DYNAMIC HT  -         728.050 (meters)    2388.61  (feet)  COMP
 SV0794  MODELED GRAV-     980,600.7   (mgal)                       NAVD 88
 SV0794
 SV0794  VERT ORDER  -  SECOND    CLASS 0
 SV0794
 SV0794.The horizontal coordinates were scaled from a topographic map and have
 SV0794.an estimated accuracy of +/- 6 seconds.
 SV0794
 SV0794.The orthometric height was determined by differential leveling
 SV0794.and adjusted by the National Geodetic Survey in June 1991..
 SV0794
 SV0794.The geoid height was determined by GEOID03.
 SV0794
 SV0794.The dynamic height is computed by dividing the NAVD 88
 SV0794.geopotential number by the normal gravity value computed on the
 SV0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0794.degrees latitude (g = 980.6199 gals.).
 SV0794
 SV0794.The modeled gravity was interpolated from observed gravity values.
 SV0794
 SV0794;                    North         East    Units  Estimated Accuracy
 SV0794;SPC WA N     -    56,130.      779,760.      MT  (+/- 180 meters Scaled)
 SV0794
 SV0794                          SUPERSEDED SURVEY CONTROL
 SV0794
 SV0794  NGVD 29 (??/??/92)  726.87   (m)         2384.7    (f) COMPUTED    2 0
 SV0794
 SV0794.Superseded values are not recommended for survey control.
 SV0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0794.See file dsdata.txt to determine how the superseded data were derived.
 SV0794
 SV0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN907545(NAD 83)
 SV0794_MARKER: DD = SURVEY DISK
 SV0794_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0794_SP_SET: BRIDGE
 SV0794_STAMPING: 2388.02
 SV0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0794
 SV0794  HISTORY     - Date     Condition        Report By
 SV0794  HISTORY     - UNK      MONUMENTED       WAHC
 SV0794  HISTORY     - 1960     GOOD             NGS
 SV0794
 SV0794                          STATION DESCRIPTION
 SV0794
 SV0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SV0794'0.85 MI SE FROM ROCKFORD.
 SV0794'0.15 MILE EAST ALONG EMMA STREET FROM THE POST OFFICE AT ROCKFORD
 SV0794'ROAD, THENCE 0.7 MILE SOUTHEAST ALONG FIRST STREET, IN THE HIGHWAY
 SV0794'BRIDGE OVER ROCK CREEK, IN THE NORTHWEST END AND WEST SIDE OF THE
 SV0794'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0649 ***********************************************************************
 TP0649  DESIGNATION -  24 AA
 TP0649  PID         -  TP0649
 TP0649  STATE/COUNTY-  WA/OKANOGAN
 TP0649  USGS QUAD   -  LOOMIS (1982)
 TP0649
 TP0649                         *CURRENT SURVEY CONTROL
 TP0649  ___________________________________________________________________
 TP0649* NAD 83(1986)-  48 50 41.     (N)    119 42 48.     (W)     SCALED    
 TP0649* NAVD 88     -       720.608  (meters)    2364.19   (feet)  ADJUSTED  
 TP0649  ___________________________________________________________________
 TP0649  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 TP0649  DYNAMIC HT  -         720.677 (meters)    2364.42  (feet)  COMP
 TP0649  MODELED GRAV-     980,684.0   (mgal)                       NAVD 88
 TP0649
 TP0649  VERT ORDER  -  SECOND    CLASS 0
 TP0649
 TP0649.The horizontal coordinates were scaled from a topographic map and have
 TP0649.an estimated accuracy of +/- 6 seconds.
 TP0649
 TP0649.The orthometric height was determined by differential leveling
 TP0649.and adjusted by the National Geodetic Survey in June 1991..
 TP0649
 TP0649.The geoid height was determined by GEOID03.
 TP0649
 TP0649.The dynamic height is computed by dividing the NAVD 88
 TP0649.geopotential number by the normal gravity value computed on the
 TP0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0649.degrees latitude (g = 980.6199 gals.).
 TP0649
 TP0649.The modeled gravity was interpolated from observed gravity values.
 TP0649
 TP0649;                    North         East    Units  Estimated Accuracy
 TP0649;SPC WA N     -   205,710.      582,210.      MT  (+/- 180 meters Scaled)
 TP0649
 TP0649                          SUPERSEDED SURVEY CONTROL
 TP0649
 TP0649  NGVD 29 (??/??/92)  719.270  (m)         2359.80   (f) ADJ UNCH    2 0
 TP0649
 TP0649.Superseded values are not recommended for survey control.
 TP0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0649.See file dsdata.txt to determine how the superseded data were derived.
 TP0649
 TP0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ009137(NAD 83)
 TP0649_MARKER: DD = SURVEY DISK
 TP0649_SETTING: 66 = SET IN ROCK OUTCROP
 TP0649_SP_SET: GRANITE OUTCROP
 TP0649_STAMPING: 24 AA 1954 2360
 TP0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0649+STABILITY: POSITION/ELEVATION WELL
 TP0649
 TP0649  HISTORY     - Date     Condition        Report By
 TP0649  HISTORY     - 1954     MONUMENTED       USGS
 TP0649  HISTORY     - 1959     GOOD             NGS
 TP0649
 TP0649                          STATION DESCRIPTION
 TP0649
 TP0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0649'7.05 MI W FROM LOOMIS.
 TP0649'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0649'LOOMIS, THENCE 4.9 MILES WEST ALONG A GRAVEL ROAD, 270 FEET SOUTHEAST
 TP0649'OF THE CROSSING OF HUCKLEBERRY CREEK, IN TOP OF A LARGE GRANITE
 TP0649'OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 50 FEET (SLOPE
 TP0649'MEASUREMENT) SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 120 FEET
 TP0649'SOUTHEAST OF THE CENTER OF THE T JUNCTION OF A LOGGING ROAD SOUTHWEST,
 TP0649'20.8 FEET SOUTH OF A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE
 TP0649'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0260 ***********************************************************************
 SB0260  DESIGNATION -  24 E USGS
 SB0260  PID         -  SB0260
 SB0260  STATE/COUNTY-  WA/KITTITAS
 SB0260  USGS QUAD   -  GINKGO (1978)
 SB0260
 SB0260                         *CURRENT SURVEY CONTROL
 SB0260  ___________________________________________________________________
 SB0260* NAD 83(1986)-  46 57 00.     (N)    120 01 01.     (W)     SCALED    
 SB0260* NAVD 88     -       273.458  (meters)     897.17   (feet)  ADJUSTED  
 SB0260  ___________________________________________________________________
 SB0260  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SB0260  DYNAMIC HT  -         273.473 (meters)     897.22  (feet)  COMP
 SB0260  MODELED GRAV-     980,663.1   (mgal)                       NAVD 88
 SB0260
 SB0260  VERT ORDER  -  SECOND    CLASS 0
 SB0260
 SB0260.The horizontal coordinates were scaled from a topographic map and have
 SB0260.an estimated accuracy of +/- 6 seconds.
 SB0260
 SB0260.The orthometric height was determined by differential leveling
 SB0260.and adjusted by the National Geodetic Survey in June 1991..
 SB0260
 SB0260.The geoid height was determined by GEOID03.
 SB0260
 SB0260.The dynamic height is computed by dividing the NAVD 88
 SB0260.geopotential number by the normal gravity value computed on the
 SB0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0260.degrees latitude (g = 980.6199 gals.).
 SB0260
 SB0260.The modeled gravity was interpolated from observed gravity values.
 SB0260
 SB0260;                    North         East    Units  Estimated Accuracy
 SB0260;SPC WA S     -   179,810.      536,770.      MT  (+/- 180 meters Scaled)
 SB0260
 SB0260                          SUPERSEDED SURVEY CONTROL
 SB0260
 SB0260  NGVD 29 (??/??/92)  272.362  (m)          893.57   (f) ADJ UNCH    2 0
 SB0260
 SB0260.Superseded values are not recommended for survey control.
 SB0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0260.See file dsdata.txt to determine how the superseded data were derived.
 SB0260
 SB0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT269039(NAD 83)
 SB0260_MARKER: DD = SURVEY DISK
 SB0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0260_STAMPING: 894 24 E 1938
 SB0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0260+STABILITY: SURFACE MOTION
 SB0260
 SB0260  HISTORY     - Date     Condition        Report By
 SB0260  HISTORY     - 1938     MONUMENTED       USGS
 SB0260  HISTORY     - 1947     GOOD             NGS
 SB0260  HISTORY     - 1957     GOOD             NGS
 SB0260
 SB0260                          STATION DESCRIPTION
 SB0260
 SB0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0260'2.1 MI W FROM VANTAGE.
 SB0260'2.1 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE WEST END OF THE VANTAGE
 SB0260'BRIDGE OVER THE COLUMBIA RIVER, 1.0 MILE EAST OF GINKGO STATE PARK, AT
 SB0260'THE WEST END OF A SLIGHT CURVE, 41 FEET NORTH OF THE CENTER LINE OF
 SB0260'THE HIGHWAY, 36.5 FEET NORTHEAST OF THE NORTHEAST END OF A 24 INCH
 SB0260'CORRUGATED METAL PIPE CULVERT.  A BRONZE DISK SET IN THE TOP OF A
 SB0260'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  WITNESS POST SET
 SB0260'2.0 FEET NORTHWEST OF THE MARK.
 SB0260
 SB0260                          STATION RECOVERY (1957)
 SB0260
 SB0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 SB0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4784 ***********************************************************************
 SY4784  DESIGNATION -  24 MARKET
 SY4784  PID         -  SY4784
 SY4784  STATE/COUNTY-  WA/KING
 SY4784  USGS QUAD   -  
 SY4784
 SY4784                         *CURRENT SURVEY CONTROL
 SY4784  ___________________________________________________________________
 SY4784* NAD 83(1991)-  47 40 06.79897(N)    122 23 15.79143(W)     ADJUSTED  
 SY4784* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 SY4784  ___________________________________________________________________
 SY4784  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 SY4784  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SY4784
 SY4784  HORZ ORDER  -  THIRD
 SY4784
 SY4784.The horizontal coordinates were established by classical geodetic methods
 SY4784.and adjusted by the National Geodetic Survey in December 1991..
 SY4784
 SY4784.The orthometric height was scaled from a topographic map.
 SY4784
 SY4784.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4784
 SY4784.The geoid height was determined by GEOID03.
 SY4784
 SY4784;                    North         East     Units Scale Factor Converg.
 SY4784;SPC WA N     -    75,510.101   383,273.429   MT  0.99997283   -1 09 26.2
 SY4784;SPC WA N     -   247,736.06  1,257,456.24   sFT  0.99997283   -1 09 26.2
 SY4784;UTM  10      - 5,279,644.152   545,965.048   MT  0.99962596   +0 27 09.5
 SY4784
 SY4784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4784!SPC WA N     -   1.00000119  x   0.99997283  =   0.99997402
 SY4784!UTM  10      -   1.00000119  x   0.99962596  =   0.99962715
 SY4784
 SY4784|---------------------------------------------------------------------|
 SY4784| PID    Reference Object                     Distance      Geod. Az  |
 SY4784|                                                           dddmmss.s |
 SY4784| SY4754 SEATTLE MON 24TH AND MARKET ST       17.210 METERS 03535     |
 SY4784| SY4785 T25N R3E SEC 11 SE 1/4 NW COR        18.225 METERS 06948     |
 SY4784| SY4745 EAGLE                               164.835 METERS 07455     |
 SY4784| SY4760 CITY ICE                            APPROX. 0.8 KM 1372556.2 |
 SY4784|---------------------------------------------------------------------|
 SY4784
 SY4784                          SUPERSEDED SURVEY CONTROL
 SY4784
 SY4784  NAD 83(1986)-  47 40 06.79315(N)    122 23 15.79604(W) AD(       ) 3
 SY4784  NAD 27      -  47 40 07.44100(N)    122 23 11.33900(W) AD(       ) 3
 SY4784
 SY4784.Superseded values are not recommended for survey control.
 SY4784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4784.See file dsdata.txt to determine how the superseded data were derived.
 SY4784
 SY4784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4596579644(NAD 83)
 SY4784_MARKER: DS = TRIANGULATION STATION DISK
 SY4784_SETTING: 0 = UNSPECIFIED SETTING
 SY4784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4784
 SY4784  HISTORY     - Date     Condition        Report By
 SY4784  HISTORY     - 1953     MONUMENTED       CGS
 SY4784  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY4784
 SY4784                          STATION DESCRIPTION
 SY4784
 SY4784'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4784'IN THE BALLARD SECTION OF SEATTLE, ON THE SW CORNER OF THE
 SY4784'INTERSECTION OF 24TH AVENUE NW AND MARKET STREET, THIS STATION IS
 SY4784'NOT TO BE CONFUSED WITH THE CITY MONUMENT IN THE CENTER OF THE
 SY4784'INTERSECTION.  IT IS A STANDARD TRIANGULATION DISC SET IN A DRILL
 SY4784'HOLE IN THE SOUTHERN-MOST END OF THE CURVED SECTION OF CURBING AT
 SY4784'THIS SW CORNER.  THE MARK LIES ABOUT ON LINE WITH THE SOUTH SIDE
 SY4784'OF THE SOUTH SIDEWALK ON MARKET STREET.
 SY4784'
 SY4784'THE CITY MONUMENT IN THE EXACT CENTER OF THE INTERSECTION IS
 SY4784'REFERENCED TO THIS STATION.  THIS MARK IS COVERED IN A CAST-IRON
 SY4784'MONUMENT CASE MARKED C M ON THE TOP.
 SY4784'
 SY4784'THE SECTION QUARTER CORNER, ALSO IN THE INTERSECTION OF THESE
 SY4784'TWO STREETS, IS ALSO REFERENCED TO THE STATION.  IT IS IN THE
 SY4784'SOUTHERN-MOST TRAFFIC LANE IN MARKET STREET AND NEAR THE EAST SIDE
 SY4784'OF 24TH AVENUE NW IN A SQUARE-TOP CAST-IRON MONUMENT CASING, FLUSH
 SY4784'WITH THE PAVING.
 SY4784
 SY4784                          STATION RECOVERY (1983)
 SY4784
 SY4784'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4784'STATION NOT RECOVERED.
 SY4784'
 SY4784'SIDEWALK AND CURB IN THIS AREA HAVE BEEN REBUILT IN THIS AREA.  NO
 SY4784'MARK COULD BE FOUND.  CITY MONUMENT IS CENTER OF STREET IN MANHOLE
 SY4784'MARKED CM WAS LOCATED.  THE SQUARE TOP MONUMENT CASING FOR SECTION
 SY4784'QUARTER CORNER COULD NOT BE LOCATED.  STREET HAS BEEN BLACKTOPPED
 SY4784'RECENTLY AND LIKELY COVERED CASING.
 SY4784'
 SY4784'MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0156 ***********************************************************************
 SB0156  DESIGNATION -  24 TR USGS
 SB0156  PID         -  SB0156
 SB0156  STATE/COUNTY-  WA/YAKIMA
 SB0156  USGS QUAD   -  POMONA (1985)
 SB0156
 SB0156                         *CURRENT SURVEY CONTROL
 SB0156  ___________________________________________________________________
 SB0156* NAD 83(1986)-  46 40 31.     (N)    120 27 55.     (W)     SCALED    
 SB0156* NAVD 88     -       385.704  (meters)    1265.43   (feet)  ADJUSTED  
 SB0156  ___________________________________________________________________
 SB0156  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 SB0156  DYNAMIC HT  -         385.707 (meters)    1265.44  (feet)  COMP
 SB0156  MODELED GRAV-     980,611.3   (mgal)                       NAVD 88
 SB0156
 SB0156  VERT ORDER  -  SECOND    CLASS 0
 SB0156
 SB0156.The horizontal coordinates were scaled from a topographic map and have
 SB0156.an estimated accuracy of +/- 6 seconds.
 SB0156
 SB0156.The orthometric height was determined by differential leveling
 SB0156.and adjusted by the National Geodetic Survey in June 1991..
 SB0156
 SB0156.The geoid height was determined by GEOID03.
 SB0156
 SB0156.The dynamic height is computed by dividing the NAVD 88
 SB0156.geopotential number by the normal gravity value computed on the
 SB0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0156.degrees latitude (g = 980.6199 gals.).
 SB0156
 SB0156.The modeled gravity was interpolated from observed gravity values.
 SB0156
 SB0156;                    North         East    Units  Estimated Accuracy
 SB0156;SPC WA S     -   149,160.      502,660.      MT  (+/- 180 meters Scaled)
 SB0156
 SB0156                          SUPERSEDED SURVEY CONTROL
 SB0156
 SB0156  NGVD 29 (??/??/92)  384.638  (m)         1261.93   (f) ADJ UNCH    2 0
 SB0156
 SB0156.Superseded values are not recommended for survey control.
 SB0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0156.See file dsdata.txt to determine how the superseded data were derived.
 SB0156
 SB0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS938722(NAD 83)
 SB0156_MARKER: DD = SURVEY DISK
 SB0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0156_STAMPING: 24 TR 1262 1936
 SB0156_MARK LOGO: USGS  
 SB0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0156+STABILITY: SURFACE MOTION
 SB0156
 SB0156  HISTORY     - Date     Condition        Report By
 SB0156  HISTORY     - 1936     MONUMENTED       USGS
 SB0156  HISTORY     - 1949     GOOD             NGS
 SB0156  HISTORY     - 1966     POOR             NGS
 SB0156  HISTORY     - 1982     POOR             NGS
 SB0156
 SB0156                          STATION DESCRIPTION
 SB0156
 SB0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0156'2.5 MI SE FROM POMONA.
 SB0156'1.7 MILES SOUTHEAST ALONG POMONA ROAD FROM THE NORTHERN PACIFIC
 SB0156'RAILWAY SIDING SIGN AT POMONA, THENCE 0.8 MILE EAST ALONG THE COLD
 SB0156'CREEK ROAD, 0.4 MILE WEST OF THE ENTRANCE AT YAKIMA FIRING RANGE, 0.05
 SB0156'MILE WEST OF THE HENRY R. LINSE RESIDENCE, 128 FEET SOUTHEAST OF THE
 SB0156'CENTER OF THE INTERSECTION WITH A COUNTY ROAD LEADING NORTH AND A
 SB0156'PRIVATE ROAD LEADING SOUTH, 92 FEET SOUTHEAST OF A POWER LINE POLE, 88
 SB0156'FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD, 68 FEET SOUTH OF THE
 SB0156'CENTER LINE OF THE ROAD, 37 FEET SOUTH OF THE APPROXIMATE CENTER OF AN
 SB0156'IRRIGATION DITCH, ABOUT 3 FEET HIGHER THAN THE ROAD, 2.0 FEET NORTH OF
 SB0156'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SB0156'FOOT ABOVE THE GROUND.
 SB0156
 SB0156                          STATION RECOVERY (1966)
 SB0156
 SB0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SB0156'MARK RECOVERED IN POOR CONDITION.
 SB0156
 SB0156                          STATION RECOVERY (1982)
 SB0156
 SB0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0156'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0026 ***********************************************************************
 SW0026  DESIGNATION -  2408
 SW0026  PID         -  SW0026
 SW0026  STATE/COUNTY-  WA/LINCOLN
 SW0026  USGS QUAD   -  DAVENPORT (1992)
 SW0026
 SW0026                         *CURRENT SURVEY CONTROL
 SW0026  ___________________________________________________________________
 SW0026* NAD 83(1986)-  47 38 48.     (N)    118 09 04.     (W)     SCALED    
 SW0026* NAVD 88     -       734.795  (meters)    2410.74   (feet)  ADJUSTED  
 SW0026  ___________________________________________________________________
 SW0026  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SW0026  DYNAMIC HT  -         734.821 (meters)    2410.83  (feet)  COMP
 SW0026  MODELED GRAV-     980,622.8   (mgal)                       NAVD 88
 SW0026
 SW0026  VERT ORDER  -  SECOND    CLASS 0
 SW0026
 SW0026.The horizontal coordinates were scaled from a topographic map and have
 SW0026.an estimated accuracy of +/- 6 seconds.
 SW0026
 SW0026.The orthometric height was determined by differential leveling
 SW0026.and adjusted by the National Geodetic Survey in June 1991..
 SW0026
 SW0026.The geoid height was determined by GEOID03.
 SW0026
 SW0026.The dynamic height is computed by dividing the NAVD 88
 SW0026.geopotential number by the normal gravity value computed on the
 SW0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0026.degrees latitude (g = 980.6199 gals.).
 SW0026
 SW0026.The modeled gravity was interpolated from observed gravity values.
 SW0026
 SW0026;                    North         East    Units  Estimated Accuracy
 SW0026;SPC WA N     -    75,410.      701,480.      MT  (+/- 180 meters Scaled)
 SW0026
 SW0026                          SUPERSEDED SURVEY CONTROL
 SW0026
 SW0026  NGVD 29 (??/??/92)  733.578  (m)         2406.75   (f) ADJ UNCH    2 0
 SW0026
 SW0026.Superseded values are not recommended for survey control.
 SW0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0026.See file dsdata.txt to determine how the superseded data were derived.
 SW0026
 SW0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN135776(NAD 83)
 SW0026_MARKER: DD = SURVEY DISK
 SW0026_SETTING: 0 = UNSPECIFIED SETTING
 SW0026_STAMPING: 2408 T
 SW0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0026
 SW0026  HISTORY     - Date     Condition        Report By
 SW0026  HISTORY     - UNK      MONUMENTED       USGS
 SW0026  HISTORY     - 1966     POOR             NGS
 SW0026
 SW0026                          STATION DESCRIPTION
 SW0026
 SW0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0026'IN DAVENPORT.
 SW0026'THE MARK PROJECTS ABOUT 2 INCHES, AND IS TILTED ABOUT 10 DEGREES TO
 SW0026'THE WEST.  IT IS 63 FEET EAST OF THE NORTHEAST CORNER OF THE DEPOT, 43
 SW0026'FEET WEST OF THE CENTER OF THE STREET, 14 FEET SOUTH OF THE NEAREST
 SW0026'RAIL, AND 5.5 FEET NORTH OF THE PROJECTED NORTH SIDE OF THE DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0378 ***********************************************************************
 SX0378  DESIGNATION -  2417
 SX0378  PID         -  SX0378
 SX0378  STATE/COUNTY-  WA/KITTITAS
 SX0378  USGS QUAD   -  SWAUK PRAIRIE (1985)
 SX0378
 SX0378                         *CURRENT SURVEY CONTROL
 SX0378  ___________________________________________________________________
 SX0378* NAD 83(1986)-  47 14 30.     (N)    120 41 51.     (W)     SCALED    
 SX0378* NAVD 88     -       736.328  (meters)    2415.77   (feet)  ADJUSTED  
 SX0378  ___________________________________________________________________
 SX0378  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 SX0378  DYNAMIC HT  -         736.339 (meters)    2415.81  (feet)  COMP
 SX0378  MODELED GRAV-     980,602.4   (mgal)                       NAVD 88
 SX0378
 SX0378  VERT ORDER  -  FIRST     CLASS II
 SX0378
 SX0378.The horizontal coordinates were scaled from a topographic map and have
 SX0378.an estimated accuracy of +/- 6 seconds.
 SX0378
 SX0378.The orthometric height was determined by differential leveling
 SX0378.and adjusted by the National Geodetic Survey in June 1991..
 SX0378
 SX0378.The geoid height was determined by GEOID03.
 SX0378
 SX0378.The dynamic height is computed by dividing the NAVD 88
 SX0378.geopotential number by the normal gravity value computed on the
 SX0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0378.degrees latitude (g = 980.6199 gals.).
 SX0378
 SX0378.The modeled gravity was interpolated from observed gravity values.
 SX0378
 SX0378;                    North         East    Units  Estimated Accuracy
 SX0378;SPC WA S     -   212,140.      485,050.      MT  (+/- 180 meters Scaled)
 SX0378
 SX0378                          SUPERSEDED SURVEY CONTROL
 SX0378
 SX0378  NGVD 29 (??/??/92)  735.194  (m)         2412.05   (f) ADJ UNCH    1 2
 SX0378
 SX0378.Superseded values are not recommended for survey control.
 SX0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0378.See file dsdata.txt to determine how the superseded data were derived.
 SX0378
 SX0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT742345(NAD 83)
 SX0378_MARKER: P = PIPE CAP
 SX0378_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0378_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0378_STAMPING: 2417
 SX0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0378
 SX0378  HISTORY     - Date     Condition        Report By
 SX0378  HISTORY     - UNK      MONUMENTED       USGS
 SX0378  HISTORY     - 1949     GOOD             NGS
 SX0378  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0378
 SX0378                          STATION DESCRIPTION
 SX0378
 SX0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0378'10.8 MI S FROM BLEWETT PASS.
 SX0378'10.8 MILES SOUTH ALONG U.S. HIGHWAY 97 FROM BLEWETT PASS, 0.3 MILE
 SX0378'SOUTH OF THE LIBERTY RANGER STATION, AT THE SITE OF OLD LIBERTY, 0.1
 SX0378'MILE SOUTH OF THE T JUNCTION OF THE BEEHIVE ROAD, 3.1 MILES NORTH OF
 SX0378'THE Y JUNCTION OF STATE HIGHWAY 21, 240.8 FEET SOUTHEAST OF THE
 SX0378'SOUTHEAST CORNER OF A CONCRETE BRIDGE NO. 2-506 OVER SWAUK CREEK, 239
 SX0378'FEET NORTH OF THE NORTHEAST CORNER OF A CABIN, 136.4 FEET OF THE
 SX0378'CENTER LINE OF THE HIGHWAY, 70 FEET SOUTHWEST OF TELEPHONE POLE
 SX0378'P-4304-E-8 X, 11 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY LEADING
 SX0378'TO THE CABIN, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 6 FEET HIGHER
 SX0378'THAN THE HIGHWAY, AND SET IN THE TOP OF A 3 1/2-INCH IRON PIPE
 SX0378'PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- THE TOP OF THE CAP HAS
 SX0378'BEEN MUTILATED, ABOUT HALF OF IT IS GONE, AND THE PIPE IS SLIGHTLY
 SX0378'LEANING AND LOOSE.
 SX0378
 SX0378                          STATION RECOVERY (1982)
 SX0378
 SX0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0378'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1643 ***********************************************************************
 SX1643  DESIGNATION -  2420V25
 SX1643  PID         -  SX1643
 SX1643  STATE/COUNTY-  WA/DOUGLAS
 SX1643  USGS QUAD   -  ROCKY REACH DAM (1987)
 SX1643
 SX1643                         *CURRENT SURVEY CONTROL
 SX1643  ___________________________________________________________________
 SX1643* NAD 83(1998)-  47 32 33.12503(N)    120 15 33.84465(W)     ADJUSTED  
 SX1643* NAVD 88     -       284.8    (meters)     934.     (feet)  GPS OBS   
 SX1643  ___________________________________________________________________
 SX1643  X           -  -2,173,670.583 (meters)                     COMP
 SX1643  Y           -  -3,725,849.543 (meters)                     COMP
 SX1643  Z           -   4,682,887.256 (meters)                     COMP
 SX1643  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 SX1643  ELLIP HEIGHT-         265.53  (meters)          (07/05/01) GPS OBS
 SX1643  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 SX1643
 SX1643  HORZ ORDER  -  FIRST
 SX1643  ELLP ORDER  -  FOURTH    CLASS II
 SX1643
 SX1643.The horizontal coordinates were established by GPS observations
 SX1643.and adjusted by the National Geodetic Survey in July 2001..
 SX1643.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1643.DATUM ITEM on the data sheet items page.
 SX1643
 SX1643.The orthometric height was determined by GPS observations and a
 SX1643.high-resolution geoid model.
 SX1643
 SX1643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1643
 SX1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1643
 SX1643.The ellipsoidal height was determined by GPS observations
 SX1643.and is referenced to NAD 83.
 SX1643
 SX1643.The geoid height was determined by GEOID03.
 SX1643
 SX1643;                    North         East     Units Scale Factor Converg.
 SX1643;SPC WA N     -    60,481.294   543,206.418   MT  0.99999234   +0 25 38.3
 SX1643;SPC WA N     -   198,429.05  1,782,169.72   sFT  0.99999234   +0 25 38.3
 SX1643;UTM  10      - 5,269,097.138   706,230.236   MT  1.00012269   +2 01 21.6
 SX1643
 SX1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1643!SPC WA N     -   0.99995838  x   0.99999234  =   0.99995072
 SX1643!UTM  10      -   0.99995838  x   1.00012269  =   1.00008107
 SX1643
 SX1643                          SUPERSEDED SURVEY CONTROL
 SX1643
 SX1643  NAD 83(1991)-  47 32 33.12364(N)    120 15 33.84560(W) AD(       ) 1
 SX1643  ELLIP H (01/21/94)  265.66   (m)                       GP(       ) 4 1
 SX1643
 SX1643.Superseded values are not recommended for survey control.
 SX1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1643.See file dsdata.txt to determine how the superseded data were derived.
 SX1643
 SX1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0623069097(NAD 83)
 SX1643_MARKER: DR = REFERENCE MARK DISK
 SX1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1643_SP_SET: CONCRETE POST
 SX1643_STAMPING: T24N R20E WM 25 21 36 1958 HHD 169
 SX1643_MARK LOGO: NONE  
 SX1643_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1643+STABILITY: POSITION/ELEVATION WELL
 SX1643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1643+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 SX1643
 SX1643  HISTORY     - Date     Condition        Report By
 SX1643  HISTORY     - 1958     MONUMENTED       HHAA
 SX1643  HISTORY     - 19930622 GOOD             DCPW
 SX1643
 SX1643                          STATION DESCRIPTION
 SX1643
 SX1643'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1643'THE STATION IS APPROXIMATELY 6 MI (9.7 KM) SSW OF ORONDO, WA, 13 MI
 SX1643'(20.9 KM) NNW OF ROCK ISLAND, WA, AND 11 MI (17.7 KM) SW OF
 SX1643'WATERVILLE, WA, AT THE NE CORNER OF SECTION 36, T24N, R20E, WM,
 SX1643'DOUGLAS COUNTY, WA.
 SX1643'TO REACH STATION FROM THE JUNCTION OF HIGHWAY 28 AND HIGHWAY 97/2,
 SX1643'TRAVEL NORTHERLY ALONG HIGHWAY 97/2 6.01 MI (9.67 KM) TO A SMALL
 SX1643'GULLY ON THE EAST SIDE OF THE HIGHWAY, 0.12 MI (0.19 KM) SOUTH OF
 SX1643'MILEPOST 134, AND THE STATION 400 FT (121.9 M) SE AND 100 FT
 SX1643'(30.5 M) HIGHER THAN THE HIGHWAY, 19 FT (5.8 M) SE OF A ROCKY BREAK,
 SX1643'50 FT (15.2 M) NW OF A HEAVY-DUTY UTILITY POLE LINE, 25 FT (7.6 M) NW
 SX1643'OF AN OLD POWER LINE ROAD, AND 2 FT (0.6 M) NE OF AN ORANGE CARSONITE
 SX1643'WITNESS POST.
 SX1643'THE STATION IS A 3.5 INCH COUNTY REFERENCE MARK BRASS CAP STAMPED
 SX1643'-T24N R20E WM 25 21 36 1958 HHD 169- SET IN THE TOP OF A 6 INCH
 SX1643'DIAMETER CONCRETE CYLINDER, AND RECESSED 0.4 FT (0.1 M) BELOW THE
 SX1643'SURROUNDING ROCKS AND DIRT.
 SX1643'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1643'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1644 ***********************************************************************
 SX1644  DESIGNATION -  2421E25
 SX1644  PID         -  SX1644
 SX1644  STATE/COUNTY-  WA/DOUGLAS
 SX1644  USGS QUAD   -  ORONDO (1981)
 SX1644
 SX1644                         *CURRENT SURVEY CONTROL
 SX1644  ___________________________________________________________________
 SX1644* NAD 83(1998)-  47 35 39.45103(N)    120 07 58.23400(W)     ADJUSTED  
 SX1644* NAVD 88     -      1148.0    (meters)    3766.     (feet)  GPS OBS   
 SX1644  ___________________________________________________________________
 SX1644  X           -  -2,163,595.453 (meters)                     COMP
 SX1644  Y           -  -3,727,471.910 (meters)                     COMP
 SX1644  Z           -   4,687,407.558 (meters)                     COMP
 SX1644  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 SX1644  ELLIP HEIGHT-        1128.96  (meters)          (07/05/01) GPS OBS
 SX1644  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SX1644
 SX1644  HORZ ORDER  -  FIRST
 SX1644  ELLP ORDER  -  FOURTH    CLASS II
 SX1644
 SX1644.The horizontal coordinates were established by GPS observations
 SX1644.and adjusted by the National Geodetic Survey in July 2001..
 SX1644.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1644.DATUM ITEM on the data sheet items page.
 SX1644
 SX1644.The orthometric height was determined by GPS observations and a
 SX1644.high-resolution geoid model.
 SX1644
 SX1644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1644
 SX1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1644
 SX1644.The ellipsoidal height was determined by GPS observations
 SX1644.and is referenced to NAD 83.
 SX1644
 SX1644.The geoid height was determined by GEOID03.
 SX1644
 SX1644;                    North         East     Units Scale Factor Converg.
 SX1644;SPC WA N     -    66,314.343   552,681.305   MT  0.99998375   +0 31 17.5
 SX1644;SPC WA N     -   217,566.31  1,813,255.25   sFT  0.99998375   +0 31 17.5
 SX1644;UTM  10      - 5,275,192.759   715,540.479   MT  1.00017094   +2 07 04.4
 SX1644
 SX1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1644!SPC WA N     -   0.99982308  x   0.99998375  =   0.99980683
 SX1644!UTM  10      -   0.99982308  x   1.00017094  =   0.99999399
 SX1644
 SX1644                          SUPERSEDED SURVEY CONTROL
 SX1644
 SX1644  NAD 83(1991)-  47 35 39.44983(N)    120 07 58.23487(W) AD(       ) 1
 SX1644  ELLIP H (01/21/94) 1129.09   (m)                       GP(       ) 4 1
 SX1644
 SX1644.Superseded values are not recommended for survey control.
 SX1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1644.See file dsdata.txt to determine how the superseded data were derived.
 SX1644
 SX1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1554075193(NAD 83)
 SX1644_MARKER: DR = REFERENCE MARK DISK
 SX1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1644_SP_SET: CONCRETE POST
 SX1644_STAMPING: 24 21 22 1 6 12 7 LS 10927
 SX1644_MARK LOGO: WA-017
 SX1644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1644+STABILITY: POSITION/ELEVATION WELL
 SX1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1644+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1993
 SX1644
 SX1644  HISTORY     - Date     Condition        Report By
 SX1644  HISTORY     - UNK      MONUMENTED       RBNF
 SX1644  HISTORY     - 19930626 GOOD             DCPW
 SX1644
 SX1644                          STATION DESCRIPTION
 SX1644
 SX1644'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1644'THE STATION IS APPROXIMATELY 4.5 MI (7.2 KM) SW OF WATERVILLE, WA,
 SX1644'15.5 MI (24.9 KM) NW OF PALISADES, WA, AND 14 MI (22.5 KM) NE OF EAST
 SX1644'WENATCHEE, WA, AT THE CORNER TO SECTION 1, 6, 12 AND 7, T24N, COMMON
 SX1644'TO RANGES 21 AND 22 EAST, WM, DOUGLAS COUNTY, WA.
 SX1644'TO REACH STATION FROM THE COURTHOUSE IN WATERVILLE, WA, DRIVE WEST
 SX1644'ALONG BIRCH ST 0.19 MI (0.31 KM) TO THE INTERSECTION OF CHELAN ST TO
 SX1644'THE SOUTH. CONTINUE SOUTH ALONG CHELAN STREET 2.25 MI (3.62 KM) TO A
 SX1644'Y-INTERSECTION IN THE ROAD. CONTINUE SOUTHWESTERLY ALONG THE WEST
 SX1644'FORK 4.49 MI (7.23 KM) TO THE STATION 22 FT (6.7 M) WEST OF THE
 SX1644'CENTERLINE OF THE ROAD, 0.95 FT (0.29 M) S40E OF A METAL WITNESS
 SX1644'POST, 14.7 FT (4.5 M) S28E OF A 2 FT (0.6 M) DIAMETER PINE TREE, AND
 SX1644'0.7 FT (0.2 M) N74W OF AN ORANGE CARSONITE WITNESS POST.
 SX1644'THE STATION IS A 3 INCH BRASS CAP STAMPED -24 21 22 1 6 12 7 LS 10927-
 SX1644'SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER, AND FLUSH WITH
 SX1644'THE SURROUNDING DIRT SURFACE.
 SX1644'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1644'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1645 ***********************************************************************
 SX1645  DESIGNATION -  2421Z13
 SX1645  PID         -  SX1645
 SX1645  STATE/COUNTY-  WA/DOUGLAS
 SX1645  USGS QUAD   -  ORONDO (1981)
 SX1645
 SX1645                         *CURRENT SURVEY CONTROL
 SX1645  ___________________________________________________________________
 SX1645* NAD 83(1998)-  47 31 16.39926(N)    120 11 49.14234(W)     ADJUSTED  
 SX1645* NAVD 88     -      1015.5    (meters)    3332.     (feet)  GPS OBS   
 SX1645  ___________________________________________________________________
 SX1645  X           -  -2,170,737.799 (meters)                     COMP
 SX1645  Y           -  -3,730,152.602 (meters)                     COMP
 SX1645  Z           -   4,681,826.228 (meters)                     COMP
 SX1645  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 SX1645  ELLIP HEIGHT-         996.25  (meters)          (07/05/01) GPS OBS
 SX1645  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SX1645
 SX1645  HORZ ORDER  -  FIRST
 SX1645  ELLP ORDER  -  FOURTH    CLASS II
 SX1645
 SX1645.The horizontal coordinates were established by GPS observations
 SX1645.and adjusted by the National Geodetic Survey in July 2001..
 SX1645.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1645.DATUM ITEM on the data sheet items page.
 SX1645
 SX1645.The orthometric height was determined by GPS observations and a
 SX1645.high-resolution geoid model.
 SX1645
 SX1645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1645
 SX1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1645
 SX1645.The ellipsoidal height was determined by GPS observations
 SX1645.and is referenced to NAD 83.
 SX1645
 SX1645.The geoid height was determined by GEOID03.
 SX1645
 SX1645;                    North         East     Units Scale Factor Converg.
 SX1645;SPC WA N     -    58,148.765   547,924.774   MT  0.99999611   +0 28 25.6
 SX1645;SPC WA N     -   190,776.41  1,797,649.86   sFT  0.99999611   +0 28 25.6
 SX1645;UTM  10      - 5,266,896.521   711,012.354   MT  1.00014721   +2 04 05.0
 SX1645
 SX1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1645!SPC WA N     -   0.99984387  x   0.99999611  =   0.99983998
 SX1645!UTM  10      -   0.99984387  x   1.00014721  =   0.99999106
 SX1645
 SX1645                          SUPERSEDED SURVEY CONTROL
 SX1645
 SX1645  NAD 83(1991)-  47 31 16.39782(N)    120 11 49.14344(W) AD(       ) 1
 SX1645  ELLIP H (01/21/94)  996.38   (m)                       GP(       ) 4 1
 SX1645
 SX1645.Superseded values are not recommended for survey control.
 SX1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1645.See file dsdata.txt to determine how the superseded data were derived.
 SX1645
 SX1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1101266897(NAD 83)
 SX1645_MARKER: A = ALUMINUM MARKER
 SX1645_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX1645_SP_SET: METAL PIPE IN CONCRETE
 SX1645_STAMPING: T24N R21E GPS 32 S33 S34 S4 S3 LS 29272 T23N 1993
 SX1645_MARK LOGO: WA-017
 SX1645_PROJECTION: RECESSED 10 CENTIMETERS
 SX1645_MAGNETIC: P = MARKER IS A STEEL PIPE
 SX1645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1645+STABILITY: POSITION/ELEVATION WELL
 SX1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1645+SATELLITE: SATELLITE OBSERVATIONS - 1993
 SX1645_ROD/PIPE-DEPTH: 1.01 meters
 SX1645
 SX1645  HISTORY     - Date     Condition        Report By
 SX1645  HISTORY     - 1993     MONUMENTED       DCPW
 SX1645
 SX1645                          STATION DESCRIPTION
 SX1645
 SX1645'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1645'THE STATION IS APPROXIMATELY 10 MI (16.1 KM) SW OF WATERVILLE, WA, 8.5
 SX1645'MI (13.7 KM) NE OF EAST WENATCHEE, WA, AND 14.5 MI (23.3 KM) NW OF
 SX1645'PALISADES, WA, AT THE CORNER TO SECTIONS 33, 34, 4, AND 3, COMMON TO
 SX1645'TOWNSHIPS 23 AND 24 NORTH, R21E, WM, DOUGLAS COUNTY, WA.
 SX1645'TO REACH STATION FROM THE INTERSECTION OF GRANT ROAD AND EASTMONT AVE
 SX1645'IN EAST WENATCHEE, WA, PROCEED NORTHERLY ALONG EASTMONT AVENUE 2.0 MI
 SX1645'(3.2 KM) WHERE BADGER MOUNTAIN ROAD CONTINUES NORTHERLY AND EASTERLY
 SX1645'10.8 MI (17.4 KM) TO THE INTERSECTION OF U-SW, A DIRT ROAD TO THE
 SX1645'NORTH, AND THE STATION IN THE SOUTH EDGE OF THE OIL OF BADGER
 SX1645'MOUNTAIN ROAD, 51.8 FT (15.8 M) SE OF A STOP SIGN, 37.7 FT (11.5 M)
 SX1645'NW OF A CABLE JUNCTION BOX, AND 35.3 FT (10.8 M) NE OF POWER POLE
 SX1645'2321048801.
 SX1645'THE STATION IS A 2 INCH DOUGLAS COUNTY ALUMINUM CAP STAMPED -T24N R21E
 SX1645'WM GPS 32 S33 S34 S4 S3 LS 29272 T23N 1993- SET IN THE TOP OF A 1
 SX1645'INCH INSIDE DIAMETER BY 3 FT (0.9 M) LONG STEEL PIPE, SURROUNDED BY A
 SX1645'MASS OF CONCRETE, SET IN A DOUGLAS COUNTY ENGINEER MONUMENT CASE IN
 SX1645'OIL, AND RECESSED 0.3 FT (0.1 M) BELOW GRADE OF THE OIL.
 SX1645'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1645'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0599 ***********************************************************************
 RZ0599  DESIGNATION -  2432 S USGS
 RZ0599  PID         -  RZ0599
 RZ0599  STATE/COUNTY-  WA/WHITMAN
 RZ0599  USGS QUAD   -  PALOUSE (1975)
 RZ0599
 RZ0599                         *CURRENT SURVEY CONTROL
 RZ0599  ___________________________________________________________________
 RZ0599* NAD 83(1986)-  46 54 30.     (N)    117 05 07.     (W)     SCALED    
 RZ0599* NAVD 88     -       741.657  (meters)    2433.25   (feet)  ADJUSTED  
 RZ0599  ___________________________________________________________________
 RZ0599  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 RZ0599  DYNAMIC HT  -         741.608 (meters)    2433.09  (feet)  COMP
 RZ0599  MODELED GRAV-     980,524.8   (mgal)                       NAVD 88
 RZ0599
 RZ0599  VERT ORDER  -  FIRST     CLASS II
 RZ0599
 RZ0599.The horizontal coordinates were scaled from a topographic map and have
 RZ0599.an estimated accuracy of +/- 6 seconds.
 RZ0599
 RZ0599.The orthometric height was determined by differential leveling
 RZ0599.and adjusted by the National Geodetic Survey in June 1991..
 RZ0599.WARNING-Repeat measurements at this control monument indicate possible
 RZ0599.vertical movement.
 RZ0599
 RZ0599.The geoid height was determined by GEOID03.
 RZ0599
 RZ0599.The dynamic height is computed by dividing the NAVD 88
 RZ0599.geopotential number by the normal gravity value computed on the
 RZ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0599.degrees latitude (g = 980.6199 gals.).
 RZ0599
 RZ0599.The modeled gravity was interpolated from observed gravity values.
 RZ0599
 RZ0599;                    North         East    Units  Estimated Accuracy
 RZ0599;SPC WA S     -   180,690.      760,060.      MT  (+/- 180 meters Scaled)
 RZ0599
 RZ0599                          SUPERSEDED SURVEY CONTROL
 RZ0599
 RZ0599  NGVD 29 (??/??/92)  740.548  (m)         2429.61   (f) ADJ UNCH    1 2
 RZ0599
 RZ0599.Superseded values are not recommended for survey control.
 RZ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0599.See file dsdata.txt to determine how the superseded data were derived.
 RZ0599
 RZ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM935949(NAD 83)
 RZ0599_MARKER: P = PIPE CAP
 RZ0599_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RZ0599_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RZ0599_STAMPING: 2432
 RZ0599_MARK LOGO: USGS  
 RZ0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0599
 RZ0599  HISTORY     - Date     Condition        Report By
 RZ0599  HISTORY     - UNK      MONUMENTED       USGS
 RZ0599  HISTORY     - 1952     GOOD             NGS
 RZ0599  HISTORY     - 1980     POOR             NGS
 RZ0599
 RZ0599                          STATION DESCRIPTION
 RZ0599
 RZ0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0599'IN PALOUSE.
 RZ0599'AT PALOUSE, AT THE NORTHERN PACIFIC RAILWAY STATION, 62.5 FEET WEST OF
 RZ0599'THE SOUTHWEST CORNER OF THE STATION, 24.7 FEET SOUTHEAST OF THE
 RZ0599'SOUTHEAST CORNER OF A TOOL SHED, 14.7 FEET NORTH OF THE NORTH RAIL OF
 RZ0599'THE MAIN TRACK, 1 1/2 FEET NORTHEAST OF A TELEGRAPH POLE, ABOUT LEVEL
 RZ0599'WITH THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 RZ0599'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 RZ0599
 RZ0599                          STATION RECOVERY (1980)
 RZ0599
 RZ0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0599'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-THE IRON PIPE
 RZ0599'IS LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0067 ***********************************************************************
 SB0067  DESIGNATION -  2446 USGS
 SB0067  PID         -  SB0067
 SB0067  STATE/COUNTY-  WA/KITTITAS
 SB0067  USGS QUAD   -  BOYLSTON (1953)
 SB0067
 SB0067                         *CURRENT SURVEY CONTROL
 SB0067  ___________________________________________________________________
 SB0067* NAD 83(1986)-  46 54 47.     (N)    120 14 05.     (W)     SCALED    
 SB0067* NAVD 88     -       746.708  (meters)    2449.82   (feet)  ADJUSTED  
 SB0067  ___________________________________________________________________
 SB0067  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 SB0067  DYNAMIC HT  -         746.686 (meters)    2449.75  (feet)  COMP
 SB0067  MODELED GRAV-     980,559.3   (mgal)                       NAVD 88
 SB0067
 SB0067  VERT ORDER  -  SECOND    CLASS 0
 SB0067
 SB0067.The horizontal coordinates were scaled from a topographic map and have
 SB0067.an estimated accuracy of +/- 6 seconds.
 SB0067
 SB0067.The orthometric height was determined by differential leveling
 SB0067.and adjusted by the National Geodetic Survey in June 1991..
 SB0067
 SB0067.The geoid height was determined by GEOID03.
 SB0067
 SB0067.The dynamic height is computed by dividing the NAVD 88
 SB0067.geopotential number by the normal gravity value computed on the
 SB0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0067.degrees latitude (g = 980.6199 gals.).
 SB0067
 SB0067.The modeled gravity was interpolated from observed gravity values.
 SB0067
 SB0067;                    North         East    Units  Estimated Accuracy
 SB0067;SPC WA S     -   175,620.      520,210.      MT  (+/- 180 meters Scaled)
 SB0067
 SB0067                          SUPERSEDED SURVEY CONTROL
 SB0067
 SB0067  NGVD 29 (??/??/92)  745.541  (m)         2446.00   (f) ADJ UNCH    2 0
 SB0067
 SB0067.Superseded values are not recommended for survey control.
 SB0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0067.See file dsdata.txt to determine how the superseded data were derived.
 SB0067
 SB0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS105992(NAD 83)
 SB0067_MARKER: DD = SURVEY DISK
 SB0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0067_STAMPING: 2446
 SB0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0067+STABILITY: SURFACE MOTION
 SB0067
 SB0067  HISTORY     - Date     Condition        Report By
 SB0067  HISTORY     - UNK      MONUMENTED       USGS
 SB0067  HISTORY     - 1934     GOOD             NGS
 SB0067
 SB0067                          STATION DESCRIPTION
 SB0067
 SB0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SB0067'IN BOYLSTON.
 SB0067'ALONG THE RIGHT OF WAY OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0067'RAILROAD, 4 1-2 RAIL LENGTHS, APPROXIMATELY 50 YARDS SOUTHEAST OF
 SB0067'STATION BUILDING AT BOYLSTON, 1 RAIL LENGTH SOUTHEAST OF PUBLIC
 SB0067'CROSSING, 44 FEET SOUTHWEST OF TRACK, SET ON TOP OF IRON POST 4 INCHES
 SB0067'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0650 ***********************************************************************
 TP0650  DESIGNATION -  2452.2
 TP0650  PID         -  TP0650
 TP0650  STATE/COUNTY-  WA/OKANOGAN
 TP0650  USGS QUAD   -  LOOMIS (1982)
 TP0650
 TP0650                         *CURRENT SURVEY CONTROL
 TP0650  ___________________________________________________________________
 TP0650* NAD 83(1986)-  48 50 45.     (N)    119 43 16.     (W)     SCALED    
 TP0650* NAVD 88     -       748.737  (meters)    2456.48   (feet)  ADJUSTED  
 TP0650  ___________________________________________________________________
 TP0650  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 TP0650  DYNAMIC HT  -         748.807 (meters)    2456.71  (feet)  COMP
 TP0650  MODELED GRAV-     980,679.2   (mgal)                       NAVD 88
 TP0650
 TP0650  VERT ORDER  -  SECOND    CLASS 0
 TP0650
 TP0650.The horizontal coordinates were scaled from a topographic map and have
 TP0650.an estimated accuracy of +/- 6 seconds.
 TP0650
 TP0650.The orthometric height was determined by differential leveling
 TP0650.and adjusted by the National Geodetic Survey in June 1991..
 TP0650
 TP0650.The geoid height was determined by GEOID03.
 TP0650
 TP0650.The dynamic height is computed by dividing the NAVD 88
 TP0650.geopotential number by the normal gravity value computed on the
 TP0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0650.degrees latitude (g = 980.6199 gals.).
 TP0650
 TP0650.The modeled gravity was interpolated from observed gravity values.
 TP0650
 TP0650;                    North         East    Units  Estimated Accuracy
 TP0650;SPC WA N     -   205,820.      581,630.      MT  (+/- 180 meters Scaled)
 TP0650
 TP0650                          SUPERSEDED SURVEY CONTROL
 TP0650
 TP0650  NGVD 29 (??/??/92)  747.398  (m)         2452.09   (f) ADJ UNCH    2 0
 TP0650
 TP0650.Superseded values are not recommended for survey control.
 TP0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0650.See file dsdata.txt to determine how the superseded data were derived.
 TP0650
 TP0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ003138(NAD 83)
 TP0650_MARKER: Q = CHISELED SQUARE
 TP0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0650_SP_SET: BRIDGE CURB
 TP0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0650
 TP0650  HISTORY     - Date     Condition        Report By
 TP0650  HISTORY     - UNK      MONUMENTED       USGS
 TP0650  HISTORY     - 1959     GOOD             NGS
 TP0650
 TP0650                          STATION DESCRIPTION
 TP0650
 TP0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0650'7.45 MI W FROM LOOMIS.
 TP0650'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0650'LOOMIS, THENCE 5.3 MILES WEST ALONG A GRAVEL ROAD, ON TOP OF THE WEST
 TP0650'END OF THE NORTH CONCRETE CURB OF A CONCRETE BRIDGE OVER TOATS COULEE
 TP0650'CREEK, 7 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 0.6 FOOT
 TP0650'EAST OF THE WEST END OF THE CURB, AND ABOUT 2 FEET HIGHER THAN THE
 TP0650'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0609 ***********************************************************************
 SX0609  DESIGNATION -  2485
 SX0609  PID         -  SX0609
 SX0609  STATE/COUNTY-  WA/CHELAN
 SX0609  USGS QUAD   -  MOUNT HOWARD (1989)
 SX0609
 SX0609                         *CURRENT SURVEY CONTROL
 SX0609  ___________________________________________________________________
 SX0609* NAD 83(1986)-  47 46 42.     (N)    120 55 08.     (W)     SCALED    
 SX0609* NAVD 88     -       758.856  (meters)    2489.68   (feet)  ADJUSTED  
 SX0609  ___________________________________________________________________
 SX0609  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 SX0609  DYNAMIC HT  -         758.874 (meters)    2489.74  (feet)  COMP
 SX0609  MODELED GRAV-     980,609.9   (mgal)                       NAVD 88
 SX0609
 SX0609  VERT ORDER  -  SECOND    CLASS 0
 SX0609
 SX0609.The horizontal coordinates were scaled from a topographic map and have
 SX0609.an estimated accuracy of +/- 6 seconds.
 SX0609
 SX0609.The orthometric height was determined by differential leveling
 SX0609.and adjusted by the National Geodetic Survey in June 1991..
 SX0609
 SX0609.The geoid height was determined by GEOID03.
 SX0609
 SX0609.The dynamic height is computed by dividing the NAVD 88
 SX0609.geopotential number by the normal gravity value computed on the
 SX0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0609.degrees latitude (g = 980.6199 gals.).
 SX0609
 SX0609.The modeled gravity was interpolated from observed gravity values.
 SX0609
 SX0609;                    North         East    Units  Estimated Accuracy
 SX0609;SPC WA N     -    86,540.      493,590.      MT  (+/- 180 meters Scaled)
 SX0609
 SX0609                          SUPERSEDED SURVEY CONTROL
 SX0609
 SX0609  NGVD 29 (??/??/92)  757.577  (m)         2485.48   (f) ADJ UNCH    2 0
 SX0609
 SX0609.Superseded values are not recommended for survey control.
 SX0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0609.See file dsdata.txt to determine how the superseded data were derived.
 SX0609
 SX0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT559937(NAD 83)
 SX0609_MARKER: P = PIPE CAP
 SX0609_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0609_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0609_STAMPING: 2585
 SX0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0609
 SX0609  HISTORY     - Date     Condition        Report By
 SX0609  HISTORY     - UNK      MONUMENTED       USGS
 SX0609  HISTORY     - 1941     GOOD             NGS
 SX0609  HISTORY     - 1963     MARK NOT FOUND   USGS
 SX0609
 SX0609                          STATION DESCRIPTION
 SX0609
 SX0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SX0609'2.9 MI E FROM BERNE.
 SX0609'2.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0609'BERNE, CHELAN COUNTY, 0.5 MILE WEST OF MILEPOST 1696, 930 FEET EAST OF
 SX0609'STEEL BRIDGE 385 OVER NASON CREEK, 125 FEET EAST OF POWER-TRANSMISSION
 SX0609'LINE POLE 1696.44, 27 FEET WEST OF POWER-TRANSMISSION LINE POLE
 SX0609'1696.40, AND 11 FEET SOUTHWEST OF THE TRACK. A UNITED STATES
 SX0609'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2485 AND RIVETED ON THE TOP OF
 SX0609'A 3-1/2 INCH-IRON PIPE PROJECTING 3 INCHES ABOVE GROUND. NOTE--
 SX0609'BELIEVED DESTROYED IN REMOVING THE OLD TIES AND RAILS FROM TRACK SINCE
 SX0609'11 FEET FROM THE TRACK.
 SX0609
 SX0609                          STATION RECOVERY (1963)
 SX0609
 SX0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 SX0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0826 ***********************************************************************
 SV0826  DESIGNATION -  2485 S USGS
 SV0826  PID         -  SV0826
 SV0826  STATE/COUNTY-  WA/WHITMAN
 SV0826  USGS QUAD   -  GARFIELD (1964)
 SV0826
 SV0826                         *CURRENT SURVEY CONTROL
 SV0826  ___________________________________________________________________
 SV0826* NAD 83(1986)-  47 00 30.     (N)    117 08 12.     (W)     SCALED    
 SV0826* NAVD 88     -       757.472  (meters)    2485.14   (feet)  ADJUSTED  
 SV0826  ___________________________________________________________________
 SV0826  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 SV0826  DYNAMIC HT  -         757.434 (meters)    2485.01  (feet)  COMP
 SV0826  MODELED GRAV-     980,538.3   (mgal)                       NAVD 88
 SV0826
 SV0826  VERT ORDER  -  FIRST     CLASS II
 SV0826
 SV0826.The horizontal coordinates were scaled from a topographic map and have
 SV0826.an estimated accuracy of +/- 6 seconds.
 SV0826
 SV0826.The orthometric height was determined by differential leveling
 SV0826.and adjusted by the National Geodetic Survey in June 1991..
 SV0826.WARNING-Repeat measurements at this control monument indicate possible
 SV0826.vertical movement.
 SV0826
 SV0826.The geoid height was determined by GEOID03.
 SV0826
 SV0826.The dynamic height is computed by dividing the NAVD 88
 SV0826.geopotential number by the normal gravity value computed on the
 SV0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0826.degrees latitude (g = 980.6199 gals.).
 SV0826
 SV0826.The modeled gravity was interpolated from observed gravity values.
 SV0826
 SV0826;                    North         East    Units  Estimated Accuracy
 SV0826;SPC WA S     -   191,630.      755,670.      MT  (+/- 180 meters Scaled)
 SV0826
 SV0826                          SUPERSEDED SURVEY CONTROL
 SV0826
 SV0826  NGVD 29 (??/??/92)  756.365  (m)         2481.51   (f) ADJ UNCH    1 2
 SV0826
 SV0826.Superseded values are not recommended for survey control.
 SV0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0826.See file dsdata.txt to determine how the superseded data were derived.
 SV0826
 SV0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN896060(NAD 83)
 SV0826_MARKER: Z = SEE DESCRIPTION
 SV0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0826_SP_SET: IRON PIPE
 SV0826_STAMPING: 2485-S
 SV0826_MARK LOGO: USGS  
 SV0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0826
 SV0826  HISTORY     - Date     Condition        Report By
 SV0826  HISTORY     - UNK      MONUMENTED       USGS
 SV0826  HISTORY     - 1933     GOOD             NGS
 SV0826  HISTORY     - 1980     GOOD             NGS
 SV0826
 SV0826                          STATION DESCRIPTION
 SV0826
 SV0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SV0826'IN GARFIELD.
 SV0826'100 FEET WEST OF NORTHERN PACIFIC RAILROAD STATION.  ON THE NORTH SIDE
 SV0826'OF FOURTH STREET.  5 FEET NORTH OF THE SIDEWALK.
 SV0826
 SV0826                          STATION RECOVERY (1980)
 SV0826
 SV0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0826'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-THIS MARK WILL
 SV0826'BE SPURRED TO FROM BENCH MARK S 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0606 ***********************************************************************
 RZ0606  DESIGNATION -  2488 USGS
 RZ0606  PID         -  RZ0606
 RZ0606  STATE/COUNTY-  WA/WHITMAN
 RZ0606  USGS QUAD   -  VIOLA (1964)
 RZ0606
 RZ0606                         *CURRENT SURVEY CONTROL
 RZ0606  ___________________________________________________________________
 RZ0606* NAD 83(1986)-  46 49 54.     (N)    117 06 54.     (W)     SCALED    
 RZ0606* NAVD 88     -       759.083  (meters)    2490.42   (feet)  ADJUSTED  
 RZ0606  ___________________________________________________________________
 RZ0606  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 RZ0606  DYNAMIC HT  -         759.030 (meters)    2490.25  (feet)  COMP
 RZ0606  MODELED GRAV-     980,519.3   (mgal)                       NAVD 88
 RZ0606
 RZ0606  VERT ORDER  -  FIRST     CLASS II
 RZ0606
 RZ0606.The horizontal coordinates were scaled from a topographic map and have
 RZ0606.an estimated accuracy of +/- 6 seconds.
 RZ0606
 RZ0606.The orthometric height was determined by differential leveling
 RZ0606.and adjusted by the National Geodetic Survey in June 1991..
 RZ0606
 RZ0606.The geoid height was determined by GEOID03.
 RZ0606
 RZ0606.The dynamic height is computed by dividing the NAVD 88
 RZ0606.geopotential number by the normal gravity value computed on the
 RZ0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0606.degrees latitude (g = 980.6199 gals.).
 RZ0606
 RZ0606.The modeled gravity was interpolated from observed gravity values.
 RZ0606
 RZ0606;                    North         East    Units  Estimated Accuracy
 RZ0606;SPC WA S     -   172,080.      758,160.      MT  (+/- 180 meters Scaled)
 RZ0606
 RZ0606                          SUPERSEDED SURVEY CONTROL
 RZ0606
 RZ0606  NGVD 29 (??/??/92)  757.978  (m)         2486.80   (f) ADJ UNCH    1 2
 RZ0606
 RZ0606.Superseded values are not recommended for survey control.
 RZ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0606.See file dsdata.txt to determine how the superseded data were derived.
 RZ0606
 RZ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM912864(NAD 83)
 RZ0606_MARKER: P = PIPE CAP
 RZ0606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RZ0606_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RZ0606_STAMPING: 2488 S
 RZ0606_MARK LOGO: USGS  
 RZ0606_PROJECTION: PROJECTING 10 CENTIMETERS
 RZ0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0606
 RZ0606  HISTORY     - Date     Condition        Report By
 RZ0606  HISTORY     - UNK      MONUMENTED       USGS
 RZ0606  HISTORY     - 1952     GOOD             NGS
 RZ0606  HISTORY     - 1980     GOOD             NGS
 RZ0606
 RZ0606                          STATION DESCRIPTION
 RZ0606
 RZ0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0606'6.8 MI SW FROM PALOUSE.
 RZ0606'6.8 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RZ0606'STATION AT PALOUSE, 0.2 MILE SOUTH OF FALLON, IN A SMALL FENCE CORRAL,
 RZ0606'120 FEET NORTHWEST OF A RAILROAD SWITCH, 47.5 FEET WEST OF THE WEST
 RZ0606'RAIL OF THE MAIN TRACK, 2.2 FEET WEST OF A FENCE, 3.1 FEET SOUTH OF A
 RZ0606'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND RIVETED ON THE
 RZ0606'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
 RZ0606
 RZ0606                          STATION RECOVERY (1980)
 RZ0606
 RZ0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0606'11.4 KILOMETERS (7.1 MILES) SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE
 RZ0606'JUNCTION OF STATE HIGHWAY 272 IN PALOUSE, 0.8 KILOMETER (0.5 MILE)
 RZ0606'SOUTHEAST OF THE JUNCTION OF SANDS ROAD, 0.25 KILOMETER (0.15 MILE)
 RZ0606'SOUTHEAST OF A GROUP OF GRAIN ELEVATORS, AT FALLON, SET ON THE
 RZ0606'BURLINGTON NORTHERN RAILWAY RIGHT-OF-WAY, 14.5 METERS (47.5 FEET)
 RZ0606'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACKS, 27.4 METERS
 RZ0606'(90.0 FEET) NORTHWEST OF TELEGRAPH POLE E 4 WITH TWO GUY WIRES,
 RZ0606'25.3 METERS (83.0 FEET) SOUTHEAST OF A TELEGRAPH POLE. NOTE-MARK
 RZ0606'LEANING BUT SOLID.
 RZ0606'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RZ0606'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0948 ***********************************************************************
 SV0948  DESIGNATION -  2497 T
 SV0948  PID         -  SV0948
 SV0948  STATE/COUNTY-  WA/LINCOLN
 SV0948  USGS QUAD   -  REARDAN WEST (1973)
 SV0948
 SV0948                         *CURRENT SURVEY CONTROL
 SV0948  ___________________________________________________________________
 SV0948* NAD 83(1986)-  47 40 15.     (N)    117 52 48.     (W)     SCALED    
 SV0948* NAVD 88     -       762.107  (meters)    2500.35   (feet)  ADJUSTED  
 SV0948  ___________________________________________________________________
 SV0948  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 SV0948  DYNAMIC HT  -         762.132 (meters)    2500.43  (feet)  COMP
 SV0948  MODELED GRAV-     980,619.8   (mgal)                       NAVD 88
 SV0948
 SV0948  VERT ORDER  -  SECOND    CLASS 0
 SV0948
 SV0948.The horizontal coordinates were scaled from a topographic map and have
 SV0948.an estimated accuracy of +/- 6 seconds.
 SV0948
 SV0948.The orthometric height was determined by differential leveling
 SV0948.and adjusted by the National Geodetic Survey in June 1991..
 SV0948
 SV0948.The geoid height was determined by GEOID03.
 SV0948
 SV0948.The dynamic height is computed by dividing the NAVD 88
 SV0948.geopotential number by the normal gravity value computed on the
 SV0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0948.degrees latitude (g = 980.6199 gals.).
 SV0948
 SV0948.The modeled gravity was interpolated from observed gravity values.
 SV0948
 SV0948;                    North         East    Units  Estimated Accuracy
 SV0948;SPC WA N     -    78,840.      721,730.      MT  (+/- 180 meters Scaled)
 SV0948
 SV0948                          SUPERSEDED SURVEY CONTROL
 SV0948
 SV0948  NGVD 29 (??/??/92)  760.897  (m)         2496.38   (f) ADJ UNCH    2 0
 SV0948
 SV0948.Superseded values are not recommended for survey control.
 SV0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0948.See file dsdata.txt to determine how the superseded data were derived.
 SV0948
 SV0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN339800(NAD 83)
 SV0948_MARKER: P = PIPE CAP
 SV0948_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0948_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0948_STAMPING: 2497 T
 SV0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0948
 SV0948  HISTORY     - Date     Condition        Report By
 SV0948  HISTORY     - UNK      MONUMENTED       USGS
 SV0948  HISTORY     - 1960     GOOD             NGS
 SV0948
 SV0948                          STATION DESCRIPTION
 SV0948
 SV0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SV0948'IN REARDAN.
 SV0948'AT THE RAILROAD STATION IN REARDAN, 62.6 FEET EAST OF STATION, 12.9
 SV0948'FEET NORTH OF NORTH RAIL OF MAIN RAILROAD TRACK, 94 FEET NORTHWEST OF
 SV0948'THE NORTHWEST END OF LARGE GRAIN ELEVATOR, A UNITED STATES GEOLOGICAL
 SV0948'SURVEY STANDARD CAP RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0228 ***********************************************************************
 SY0228  DESIGNATION -  25 26 32 D BOR
 SY0228  PID         -  SY0228
 SY0228  STATE/COUNTY-  WA/ISLAND
 SY0228  USGS QUAD   -  MUKILTEO (1978)
 SY0228
 SY0228                         *CURRENT SURVEY CONTROL
 SY0228  ___________________________________________________________________
 SY0228* NAD 83(1986)-  47 57 11.     (N)    122 21 15.     (W)     SCALED    
 SY0228* NAVD 88     -        80.459  (meters)     263.97   (feet)  ADJUSTED  
 SY0228  ___________________________________________________________________
 SY0228  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 SY0228  DYNAMIC HT  -          80.474 (meters)     264.02  (feet)  COMP
 SY0228  MODELED GRAV-     980,793.2   (mgal)                       NAVD 88
 SY0228
 SY0228  VERT ORDER  -  FIRST     CLASS II
 SY0228
 SY0228.The horizontal coordinates were scaled from a topographic map and have
 SY0228.an estimated accuracy of +/- 6 seconds.
 SY0228
 SY0228.The orthometric height was determined by differential leveling
 SY0228.and adjusted by the National Geodetic Survey in June 1991..
 SY0228
 SY0228.The geoid height was determined by GEOID03.
 SY0228
 SY0228.The dynamic height is computed by dividing the NAVD 88
 SY0228.geopotential number by the normal gravity value computed on the
 SY0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0228.degrees latitude (g = 980.6199 gals.).
 SY0228
 SY0228.The modeled gravity was interpolated from observed gravity values.
 SY0228
 SY0228;                    North         East    Units  Estimated Accuracy
 SY0228;SPC WA N     -   107,090.      386,420.      MT  (+/- 180 meters Scaled)
 SY0228
 SY0228                          SUPERSEDED SURVEY CONTROL
 SY0228
 SY0228  NGVD 29 (??/??/??)   79.347  (m)          260.32   (f) ADJUSTED    1 2
 SY0228
 SY0228.Superseded values are not recommended for survey control.
 SY0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0228.See file dsdata.txt to determine how the superseded data were derived.
 SY0228
 SY0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU482112(NAD 83)
 SY0228_MARKER: DD = SURVEY DISK
 SY0228_SETTING: 80 = SET IN A BOULDER
 SY0228_SP_SET: BOULDER
 SY0228_STAMPING: 25-26-32 D
 SY0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0228+STABILITY: SURFACE MOTION
 SY0228
 SY0228  HISTORY     - Date     Condition        Report By
 SY0228  HISTORY     - UNK      MONUMENTED       BOR
 SY0228  HISTORY     - 1959     GOOD             CGS
 SY0228
 SY0228                          STATION DESCRIPTION
 SY0228
 SY0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0228'2.05 MI S FROM CLINTON.
 SY0228'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 1 D FROM THE POST OFFICE
 SY0228'AT CLINTON, THENCE 1.85 MILES SOUTH ALONG AN ASPHALT AND GRAVEL ROAD,
 SY0228'THENCE 100 YARDS EAST ACROSS A CLEARING, 90 FEET NORTH OF THE CENTER
 SY0228'OF A DIM TRACK ROAD WHICH FOLLOWS THE SOUTH SIDE OF THE CLEARING, 12
 SY0228'FEET EAST OF A LONE 18-INCH PINE TREE, SET VERTICALLY IN THE EAST SIDE
 SY0228'OF A LONE 18 X 30-INCH GRANITE BOULDER THAT PROJECTS ABOUT 3 FEET
 SY0228'ABOVE THE GROUND.  A BOR DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0645 ***********************************************************************
 TP0645  DESIGNATION -  25 AA
 TP0645  PID         -  TP0645
 TP0645  STATE/COUNTY-  WA/OKANOGAN
 TP0645  USGS QUAD   -  LOOMIS (1982)
 TP0645
 TP0645                         *CURRENT SURVEY CONTROL
 TP0645  ___________________________________________________________________
 TP0645* NAD 83(1986)-  48 49 58.     (N)    119 40 32.     (W)     SCALED    
 TP0645* NAVD 88     -       455.481  (meters)    1494.36   (feet)  ADJUSTED  
 TP0645  ___________________________________________________________________
 TP0645  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 TP0645  DYNAMIC HT  -         455.545 (meters)    1494.57  (feet)  COMP
 TP0645  MODELED GRAV-     980,736.8   (mgal)                       NAVD 88
 TP0645
 TP0645  VERT ORDER  -  SECOND    CLASS 0
 TP0645
 TP0645.The horizontal coordinates were scaled from a topographic map and have
 TP0645.an estimated accuracy of +/- 6 seconds.
 TP0645
 TP0645.The orthometric height was determined by differential leveling
 TP0645.and adjusted by the National Geodetic Survey in June 1991..
 TP0645
 TP0645.The geoid height was determined by GEOID03.
 TP0645
 TP0645.The dynamic height is computed by dividing the NAVD 88
 TP0645.geopotential number by the normal gravity value computed on the
 TP0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0645.degrees latitude (g = 980.6199 gals.).
 TP0645
 TP0645.The modeled gravity was interpolated from observed gravity values.
 TP0645
 TP0645;                    North         East    Units  Estimated Accuracy
 TP0645;SPC WA N     -   204,420.      585,000.      MT  (+/- 180 meters Scaled)
 TP0645
 TP0645                          SUPERSEDED SURVEY CONTROL
 TP0645
 TP0645  NGVD 29 (??/??/92)  454.162  (m)         1490.03   (f) ADJ UNCH    2 0
 TP0645
 TP0645.Superseded values are not recommended for survey control.
 TP0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0645.See file dsdata.txt to determine how the superseded data were derived.
 TP0645
 TP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ036123(NAD 83)
 TP0645_MARKER: DD = SURVEY DISK
 TP0645_SETTING: 66 = SET IN ROCK OUTCROP
 TP0645_SP_SET: GRANITE OUTCROP
 TP0645_STAMPING: 25 AA 1954 1490
 TP0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0645+STABILITY: POSITION/ELEVATION WELL
 TP0645
 TP0645  HISTORY     - Date     Condition        Report By
 TP0645  HISTORY     - 1954     MONUMENTED       USGS
 TP0645  HISTORY     - 1959     GOOD             NGS
 TP0645
 TP0645                          STATION DESCRIPTION
 TP0645
 TP0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0645'4.75 MI NW FROM LOOMIS.
 TP0645'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0645'LOOMIS, THENCE 2.6 MILES WEST ALONG A GRAVEL ROAD, 65 FEET NORTH OF
 TP0645'THE CENTER OF THE Y JUNCTION OF A GRAVEL ROAD LEADING EAST, IN TOP OF
 TP0645'A LEDGE OF GRANITE OUTCROP WHICH PROJECTS ABOUT 4 1/2 FEET ABOVE THE
 TP0645'GROUND, 46 FEET (SLOPE MEASUREMENT) NORTH-NORTHWEST OF THE CENTER LINE
 TP0645'OF THE ROAD, 299 FEET NORTHEAST OF THE RUINS OF A CONCRETE BUILDING,
 TP0645'6.9 FEET NORTH OF A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE
 TP0645'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0158 ***********************************************************************
 SB0158  DESIGNATION -  25 TR USGS
 SB0158  PID         -  SB0158
 SB0158  STATE/COUNTY-  WA/YAKIMA
 SB0158  USGS QUAD   -  POMONA (1985)
 SB0158
 SB0158                         *CURRENT SURVEY CONTROL
 SB0158  ___________________________________________________________________
 SB0158* NAD 83(1986)-  46 40 32.     (N)    120 25 52.     (W)     SCALED    
 SB0158* NAVD 88     -       456.501  (meters)    1497.70   (feet)  ADJUSTED  
 SB0158  ___________________________________________________________________
 SB0158  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SB0158  DYNAMIC HT  -         456.500 (meters)    1497.70  (feet)  COMP
 SB0158  MODELED GRAV-     980,596.9   (mgal)                       NAVD 88
 SB0158
 SB0158  VERT ORDER  -  SECOND    CLASS 0
 SB0158
 SB0158.The horizontal coordinates were scaled from a topographic map and have
 SB0158.an estimated accuracy of +/- 6 seconds.
 SB0158
 SB0158.The orthometric height was determined by differential leveling
 SB0158.and adjusted by the National Geodetic Survey in June 1991..
 SB0158
 SB0158.The geoid height was determined by GEOID03.
 SB0158
 SB0158.The dynamic height is computed by dividing the NAVD 88
 SB0158.geopotential number by the normal gravity value computed on the
 SB0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0158.degrees latitude (g = 980.6199 gals.).
 SB0158
 SB0158.The modeled gravity was interpolated from observed gravity values.
 SB0158
 SB0158;                    North         East    Units  Estimated Accuracy
 SB0158;SPC WA S     -   149,190.      505,270.      MT  (+/- 180 meters Scaled)
 SB0158
 SB0158                          SUPERSEDED SURVEY CONTROL
 SB0158
 SB0158  NGVD 29 (??/??/92)  455.427  (m)         1494.18   (f) ADJ UNCH    2 0
 SB0158
 SB0158.Superseded values are not recommended for survey control.
 SB0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0158.See file dsdata.txt to determine how the superseded data were derived.
 SB0158
 SB0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS964723(NAD 83)
 SB0158_MARKER: DD = SURVEY DISK
 SB0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0158_STAMPING: 25 TR 1494 1936
 SB0158_MARK LOGO: USGS  
 SB0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0158+STABILITY: SURFACE MOTION
 SB0158
 SB0158  HISTORY     - Date     Condition        Report By
 SB0158  HISTORY     - 1936     MONUMENTED       USGS
 SB0158  HISTORY     - 1949     GOOD             NGS
 SB0158  HISTORY     - 1966     POOR             NGS
 SB0158  HISTORY     - 1982     POOR             NGS
 SB0158
 SB0158                          STATION DESCRIPTION
 SB0158
 SB0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0158'4.2 MI E FROM POMONA.
 SB0158'1.7 MILES SOUTHEAST ALONG POMONA ROAD FROM THE NORTHERN PACIFIC
 SB0158'RAILWAY SIDING SIGN AT POMONA, THENCE 2.5 MILES EAST ALONG THE COLD
 SB0158'CREEK ROAD, IN A TRIANGLE FORMED BY THE JUNCTION OF THE MAIN ROAD AND
 SB0158'A ROAD LEADING NORTH TO SOME QUARTERMASTER CORPS BUILDINGS, 110.0 FEET
 SB0158'SOUTH OF THE EAST END OF A 30-INCH CONCRETE PIPE CULVERT UNDER THE
 SB0158'ROAD LEADING NORTH, 73 FEET EAST OF THE CENTER LINE OF THE ROAD
 SB0158'LEADING NORTH, 37 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34 FEET
 SB0158'SOUTHWEST OF THE CENTER LINE OF THE ROAD FORMING THE EAST LEG ON THE
 SB0158'TRIANGLE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 SB0158'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE
 SB0158'GROUND.
 SB0158
 SB0158                          STATION RECOVERY (1966)
 SB0158
 SB0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SB0158'MARK RECOVERED IN POOR CONDITION.
 SB0158
 SB0158                          STATION RECOVERY (1982)
 SB0158
 SB0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0158'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0610 ***********************************************************************
 RZ0610  DESIGNATION -  2510
 RZ0610  PID         -  RZ0610
 RZ0610  STATE/COUNTY-  WA/WHITMAN
 RZ0610  USGS QUAD   -  VIOLA (1964)
 RZ0610
 RZ0610                         *CURRENT SURVEY CONTROL
 RZ0610  ___________________________________________________________________
 RZ0610* NAD 83(1986)-  46 47 03.     (N)    117 07 01.     (W)     SCALED    
 RZ0610* NAVD 88     -       765.563  (meters)    2511.68   (feet)  ADJUSTED  
 RZ0610  ___________________________________________________________________
 RZ0610  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 RZ0610  DYNAMIC HT  -         765.506 (meters)    2511.50  (feet)  COMP
 RZ0610  MODELED GRAV-     980,514.8   (mgal)                       NAVD 88
 RZ0610
 RZ0610  VERT ORDER  -  FIRST     CLASS II
 RZ0610
 RZ0610.The horizontal coordinates were scaled from a topographic map and have
 RZ0610.an estimated accuracy of +/- 6 seconds.
 RZ0610
 RZ0610.The orthometric height was determined by differential leveling
 RZ0610.and adjusted by the National Geodetic Survey in June 1991..
 RZ0610
 RZ0610.The geoid height was determined by GEOID03.
 RZ0610
 RZ0610.The dynamic height is computed by dividing the NAVD 88
 RZ0610.geopotential number by the normal gravity value computed on the
 RZ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0610.degrees latitude (g = 980.6199 gals.).
 RZ0610
 RZ0610.The modeled gravity was interpolated from observed gravity values.
 RZ0610
 RZ0610;                    North         East    Units  Estimated Accuracy
 RZ0610;SPC WA S     -   166,800.      758,240.      MT  (+/- 180 meters Scaled)
 RZ0610
 RZ0610                          SUPERSEDED SURVEY CONTROL
 RZ0610
 RZ0610  NGVD 29 (??/??/92)  764.459  (m)         2508.06   (f) ADJ UNCH    1 2
 RZ0610
 RZ0610.Superseded values are not recommended for survey control.
 RZ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0610.See file dsdata.txt to determine how the superseded data were derived.
 RZ0610
 RZ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM910811(NAD 83)
 RZ0610_MARKER: DD = SURVEY DISK
 RZ0610_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RZ0610_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RZ0610_STAMPING: 2510 S
 RZ0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0610
 RZ0610  HISTORY     - Date     Condition        Report By
 RZ0610  HISTORY     - UNK      MONUMENTED       USGS
 RZ0610  HISTORY     - 1952     GOOD             NGS
 RZ0610
 RZ0610                          STATION DESCRIPTION
 RZ0610
 RZ0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0610'5.1 MI NE FROM PULLMAN.
 RZ0610'5.1 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RZ0610'STATION AT PULLMAN, AT WHELAN SIDING, 59 FEET SOUTHWEST OF THE
 RZ0610'SOUTHWEST CORNER OF THE NORTH ONE OF THREE GRAIN ELEVATORS, 66 FEET
 RZ0610'SOUTH OF THE WHELAN STATION SIGN, 12.8 FEET WEST OF THE WEST RAIL, 5
 RZ0610'FEET SOUTH OF A FENCE, 3 1/2 FEET SOUTH OF A TELEPHONE POLE, ABOUT 1
 RZ0610'FOOT LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF AN IRON PIPE
 RZ0610'ENCASED IN CONCRETE AND PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0345 ***********************************************************************
 TO0345  DESIGNATION -  2516 22 26 BPR
 TO0345  PID         -  TO0345
 TO0345  STATE/COUNTY-  WA/PEND OREILLE
 TO0345  USGS QUAD   -  BOUNDARY DAM (1992)
 TO0345
 TO0345                         *CURRENT SURVEY CONTROL
 TO0345  ___________________________________________________________________
 TO0345* NAD 83(1986)-  48 52 50.     (N)    117 20 28.     (W)     SCALED    
 TO0345* NAVD 88     -       768.492  (meters)    2521.29   (feet)  ADJUSTED  
 TO0345  ___________________________________________________________________
 TO0345  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TO0345  DYNAMIC HT  -         768.582 (meters)    2521.59  (feet)  COMP
 TO0345  MODELED GRAV-     980,702.1   (mgal)                       NAVD 88
 TO0345
 TO0345  VERT ORDER  -  FIRST     CLASS II
 TO0345
 TO0345.The horizontal coordinates were scaled from a topographic map and have
 TO0345.an estimated accuracy of +/- 6 seconds.
 TO0345
 TO0345.The orthometric height was determined by differential leveling
 TO0345.and adjusted by the National Geodetic Survey in June 1991..
 TO0345
 TO0345.The geoid height was determined by GEOID03.
 TO0345
 TO0345.The dynamic height is computed by dividing the NAVD 88
 TO0345.geopotential number by the normal gravity value computed on the
 TO0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0345.degrees latitude (g = 980.6199 gals.).
 TO0345
 TO0345.The modeled gravity was interpolated from observed gravity values.
 TO0345
 TO0345;                    North         East    Units  Estimated Accuracy
 TO0345;SPC WA N     -   214,910.      756,060.      MT  (+/- 180 meters Scaled)
 TO0345
 TO0345                          SUPERSEDED SURVEY CONTROL
 TO0345
 TO0345.No superseded survey control is available for this station.
 TO0345
 TO0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ749142(NAD 83)
 TO0345_MARKER: DD = SURVEY DISK
 TO0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0345_STAMPING: 2516 22-26 1930
 TO0345_MARK LOGO: BPR   
 TO0345_PROJECTION: PROJECTING 6 CENTIMETERS
 TO0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0345+STABILITY: SURFACE MOTION
 TO0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0345+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 TO0345
 TO0345  HISTORY     - Date     Condition        Report By
 TO0345  HISTORY     - 1930     MONUMENTED       BPR
 TO0345  HISTORY     - 1942     GOOD             NGS
 TO0345  HISTORY     - 1980     GOOD             NGS
 TO0345  HISTORY     - 20060719 GOOD             WADNR
 TO0345
 TO0345                          STATION DESCRIPTION
 TO0345
 TO0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0345'2.7 MI N FROM METALINE FALLS.
 TO0345'2.7 MI. N. OF P.O. LOCATED ALONG WASHINGTON STATE HIGHWAY NO. 6, 71
 TO0345'FEET NORTH OF A ROAD LEADING NORTHEAST TO RANCH HOUSE, 35 FEET SOUTH
 TO0345'OF A ROAD LEADING NORTHEAST TO OLD HOUSE, 27 FEET NORTHEAST OF HIGHWAY
 TO0345'CENTERLINE, 21 FEET NORTH OF LETTLE GATE TO RANCH HOUSE, ALSO 1 FOOT
 TO0345'WEST OF FENCE LINE, WITNESS POST SET.  A DISK SET IN A CONCRETE POST.
 TO0345
 TO0345                          STATION RECOVERY (1980)
 TO0345
 TO0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0345'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 TO0345'4.4 KILOMETERS (2.75 MILES) NORTHEAST ALONG STATE HIGHWAY FROM THE
 TO0345'SOUTHEAST END OF THE HIGHWAY BRIDGE OVER THE PEND OREILLE RIVER IN
 TO0345'METALINE FALLS, 8.8 METERS (29.0 FEET) SOUTHEAST OF THE CENTERLINE
 TO0345'OF THE HIGHWAY, 64.0 METERS (210 FEET) NORTHEAST OF THE CENTERLINE
 TO0345'OF A DIRT DRIVE LEADING TO A LOG CABIN, 32.0 METERS (105 FEET)
 TO0345'SOUTHWEST OF THE CENTERLINE OF A DIRT DRIVE TO TWO SMALL WOODEN
 TO0345'BUILDINGS, 0.3 METER (1.0 FOOT) NORTHWEST OF A WOODEN FENCE LINE.
 TO0345'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 TO0345'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 TO0345
 TO0345                          STATION RECOVERY (2006)
 TO0345
 TO0345'RECOVERY NOTE BY WA DEPT OF NAT RES 2006 (DLS)
 TO0345'LAT 48 52 49.5 N
 TO0345'LONG 117 20 27.1 W
 TO0345' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1646 ***********************************************************************
 SX1646  DESIGNATION -  2521N11
 SX1646  PID         -  SX1646
 SX1646  STATE/COUNTY-  WA/DOUGLAS
 SX1646  USGS QUAD   -  ENTIAT (1987)
 SX1646
 SX1646                         *CURRENT SURVEY CONTROL
 SX1646  ___________________________________________________________________
 SX1646* NAD 83(1998)-  47 39 22.40396(N)    120 12 31.65948(W)     ADJUSTED  
 SX1646* NAVD 88     -       241.2    (meters)     791.     (feet)  GPS OBS   
 SX1646  ___________________________________________________________________
 SX1646  X           -  -2,165,667.423 (meters)                     COMP
 SX1646  Y           -  -3,719,675.823 (meters)                     COMP
 SX1646  Z           -   4,691,378.866 (meters)                     COMP
 SX1646  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 SX1646  ELLIP HEIGHT-         222.03  (meters)          (07/05/01) GPS OBS
 SX1646  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 SX1646
 SX1646  HORZ ORDER  -  FIRST
 SX1646  ELLP ORDER  -  FOURTH    CLASS II
 SX1646
 SX1646.The horizontal coordinates were established by GPS observations
 SX1646.and adjusted by the National Geodetic Survey in July 2001..
 SX1646.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1646.DATUM ITEM on the data sheet items page.
 SX1646
 SX1646.The orthometric height was determined by GPS observations and a
 SX1646.high-resolution geoid model.
 SX1646
 SX1646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1646
 SX1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1646
 SX1646.The ellipsoidal height was determined by GPS observations
 SX1646.and is referenced to NAD 83.
 SX1646
 SX1646.The geoid height was determined by GEOID03.
 SX1646
 SX1646;                    North         East     Units Scale Factor Converg.
 SX1646;SPC WA N     -    73,150.514   546,913.526   MT  0.99997452   +0 27 53.9
 SX1646;SPC WA N     -   239,994.64  1,794,332.13   sFT  0.99997452   +0 27 53.9
 SX1646;UTM  10      - 5,281,866.647   709,583.303   MT  1.00013981   +2 03 49.6
 SX1646
 SX1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1646!SPC WA N     -   0.99996520  x   0.99997452  =   0.99993972
 SX1646!UTM  10      -   0.99996520  x   1.00013981  =   1.00010501
 SX1646
 SX1646                          SUPERSEDED SURVEY CONTROL
 SX1646
 SX1646  NAD 83(1991)-  47 39 22.40276(N)    120 12 31.66034(W) AD(       ) 1
 SX1646  ELLIP H (01/21/94)  222.16   (m)                       GP(       ) 4 1
 SX1646
 SX1646.Superseded values are not recommended for survey control.
 SX1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1646.See file dsdata.txt to determine how the superseded data were derived.
 SX1646
 SX1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0958381867(NAD 83)
 SX1646_MARKER: DR = REFERENCE MARK DISK
 SX1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1646_SP_SET: CONCRETE POST
 SX1646_STAMPING: 1/4 S16 S21 1958 HH174D
 SX1646_MARK LOGO: NONE  
 SX1646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1646+STABILITY: POSITION/ELEVATION WELL
 SX1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1646+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 SX1646
 SX1646  HISTORY     - Date     Condition        Report By
 SX1646  HISTORY     - 1958     MONUMENTED       HHAA
 SX1646  HISTORY     - 19930504 GOOD             DCPW
 SX1646
 SX1646                          STATION DESCRIPTION
 SX1646
 SX1646'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1646'STATION IS APPROXIMATELY 1 MI (1.6 KM) SE OF ENTIAT, WA, 2.25 MI
 SX1646'(3.62 KM) NNE OF ORONDO, WA, AND 6 MI (9.7 KM) WEST OF WATERVILLE,
 SX1646'WA, AT THE NORTH 1/4 OF SECTION 21, T25N, R21E, WM, DOUGLAS COUNTY,
 SX1646'WA.
 SX1646'TO REACH STATION FROM THE POST OFFICE IN ORONDO, WA, DRIVE WEST ON
 SX1646'HIGHWAY 2 FOR 0.09 MI (0.14 KM) TO THE INTERSECTION OF HIGHWAY 97.
 SX1646'CONTINUE NORTH ALONG HIGHWAY 97 FOR 2.4 MI (3.9 KM) TO THE
 SX1646'INTERSECTION OF FISHER LANE TO THE EAST AND ORONDO PARK TO THE WEST.
 SX1646'CONTINUE EAST ALONG FISHER LANE, A PARTIALLY PAVED AND DIRT ROAD, FOR
 SX1646'0.25 MI (0.40 KM) TO STATION 13 FT (4.0 M) NORTH OF THE CENTERLINE OF
 SX1646'THE DIRT ROAD, 10.0 FT (3.0 M) N80W OF POWER POLE 2521164106, 19.0 FT
 SX1646'(5.8 M) S12W OF A BUILDING CORNER, AND 1.5 FT (0.5 M) SOUTH OF AN
 SX1646'ORANGE CARSONITE WITNESS POST.
 SX1646'THE STATION IS A 3.5 INCH COUNTY REFERENCE BRASS CAP STAMPED -1/4 S16
 SX1646'S21 1958 HH174D- SET INTO THE TOP OF A 6 INCH DIAMETER CONCRETE
 SX1646'CYLINDER, SET IN A DOUGLAS COUNTY ENGINEER MONUMENT CASE, AND
 SX1646'RECESSED 1.0 FT (0.3 M) BELOW THE SURROUNDING DIRT SURFACE. MONUMENT
 SX1646'CASE IS 0.5 FT (0.2 M) BELOW GRADE OF DIRT.
 SX1646'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1646'DESCRIBED BY KEVIN TAYLOR AND SCOTT HANSEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1647 ***********************************************************************
 SX1647  DESIGNATION -  2522Z13
 SX1647  PID         -  SX1647
 SX1647  STATE/COUNTY-  WA/DOUGLAS
 SX1647  USGS QUAD   -  DOUGLAS (1968)
 SX1647
 SX1647                         *CURRENT SURVEY CONTROL
 SX1647  ___________________________________________________________________
 SX1647* NAD 83(1998)-  47 36 45.97698(N)    120 04 17.06811(W)     ADJUSTED  
 SX1647* NAVD 88     -       834.7    (meters)    2739.     (feet)  GPS OBS   
 SX1647  ___________________________________________________________________
 SX1647  X           -  -2,158,731.168 (meters)                     COMP
 SX1647  Y           -  -3,728,293.520 (meters)                     COMP
 SX1647  Z           -   4,688,561.654 (meters)                     COMP
 SX1647  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 SX1647  ELLIP HEIGHT-         815.57  (meters)          (07/05/01) GPS OBS
 SX1647  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 SX1647
 SX1647  HORZ ORDER  -  FIRST
 SX1647  ELLP ORDER  -  FOURTH    CLASS II
 SX1647
 SX1647.The horizontal coordinates were established by GPS observations
 SX1647.and adjusted by the National Geodetic Survey in July 2001..
 SX1647.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1647.DATUM ITEM on the data sheet items page.
 SX1647
 SX1647.The orthometric height was determined by GPS observations and a
 SX1647.high-resolution geoid model.
 SX1647
 SX1647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1647
 SX1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1647
 SX1647.The ellipsoidal height was determined by GPS observations
 SX1647.and is referenced to NAD 83.
 SX1647
 SX1647.The geoid height was determined by GEOID03.
 SX1647
 SX1647;                    North         East     Units Scale Factor Converg.
 SX1647;SPC WA N     -    68,412.697   557,281.116   MT  0.99998087   +0 34 02.2
 SX1647;SPC WA N     -   224,450.66  1,828,346.46   sFT  0.99998087   +0 34 02.2
 SX1647;UTM  10      - 5,277,418.900   720,080.954   MT  1.00019525   +2 09 50.2
 SX1647;UTM  11      - 5,277,834.306   269,187.495   MT  1.00025472   -2 16 10.4
 SX1647
 SX1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1647!SPC WA N     -   0.99987218  x   0.99998087  =   0.99985306
 SX1647!UTM  10      -   0.99987218  x   1.00019525  =   1.00006741
 SX1647!UTM  11      -   0.99987218  x   1.00025472  =   1.00012687
 SX1647
 SX1647                          SUPERSEDED SURVEY CONTROL
 SX1647
 SX1647  NAD 83(1991)-  47 36 45.97579(N)    120 04 17.06895(W) AD(       ) 1
 SX1647  ELLIP H (01/21/94)  815.69   (m)                       GP(       ) 4 1
 SX1647
 SX1647.Superseded values are not recommended for survey control.
 SX1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1647.See file dsdata.txt to determine how the superseded data were derived.
 SX1647
 SX1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT2008177419(NAD 83)
 SX1647_MARKER: DR = REFERENCE MARK DISK
 SX1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1647_SP_SET: CONCRETE POST
 SX1647_STAMPING: 33 34 6 S.T.P. T24N
 SX1647_MARK LOGO: DCENG 
 SX1647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1647+STABILITY: POSITION/ELEVATION WELL
 SX1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1647+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1993
 SX1647
 SX1647  HISTORY     - Date     Condition        Report By
 SX1647  HISTORY     - UNK      MONUMENTED       DCENG
 SX1647  HISTORY     - 19930626 GOOD             DCPW
 SX1647
 SX1647                          STATION DESCRIPTION
 SX1647
 SX1647'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1647'THE STATION IS APPROXIMATELY 2.5 MI (4.0 KM) SOUTH OF WATERVILLE, WA,
 SX1647'16.5 MI (26.6 KM) NE OF EAST WENATCHEE, WA, AND 15.5 MI (24.9 KM) NW
 SX1647'OF PALISADES, WA, AT THE SE CORNER TO SECTION 33, ON THE 6TH STANDARD
 SX1647'PARALLEL BETWEEN TOWNSHIPS 25 AND 24 NORTH, R22E, WM, DOUGLAS COUNTY,
 SX1647'WA.
 SX1647'TO REACH STATION FROM THE COURTHOUSE IN WATERVILLE, WA, DRIVE WEST
 SX1647'ALONG BIRCH ST 0.19 MI (0.31 KM) TO THE INTERSECTION OF CHELAN ST TO
 SX1647'THE SOUTH. CONTINUE SOUTH ALONG CHELAN ST 2.25 MI (3.62 KM) TO A
 SX1647'Y-INTERSECTION IN THE ROAD. CONTINUE WESTERLY ALONG THE WEST FORK 0.3
 SX1647'MI (0.5 KM) TO THE STATION 1.6 FT (0.5 M) SOUTH OF THE CENTERLINE OF
 SX1647'THE ROAD, 25.9 FT (7.9 M) N02W OF POWER POLE 2422048800, 24.9 FT
 SX1647'(7.6 M) S08E OF DATUM T 2736 BENCHMARK, 57.8 FT (17.6 M) N76E OF A
 SX1647'CABLE JUNCTION BOX, AND 26.0 FT (7.9 M) N48W OF A CURVE SIGN.
 SX1647'THE STATION IS A 3 INCH DOUGLAS COUNTY ENGINEER BRASS CAP STAMPED -33
 SX1647'34 6 S.T.P. T24N- SET IN CONCRETE, SET IN A DOUGLAS COUNTY ENGINEER
 SX1647'MONUMENT CASE IN OIL, AND RECESSED 0.3 FT (0.1 M) BELOW THE GRADE OF
 SX1647'THE OIL.
 SX1647'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1647'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0349 ***********************************************************************
 TO0349  DESIGNATION -  2524 22 37 BPR
 TO0349  PID         -  TO0349
 TO0349  STATE/COUNTY-  WA/PEND OREILLE
 TO0349  USGS QUAD   -  BOUNDARY DAM (1992)
 TO0349
 TO0349                         *CURRENT SURVEY CONTROL
 TO0349  ___________________________________________________________________
 TO0349* NAD 83(1986)-  48 54 01.     (N)    117 19 40.     (W)     SCALED    
 TO0349* NAVD 88     -       770.853  (meters)    2529.04   (feet)  ADJUSTED  
 TO0349  ___________________________________________________________________
 TO0349  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 TO0349  DYNAMIC HT  -         770.941 (meters)    2529.33  (feet)  COMP
 TO0349  MODELED GRAV-     980,699.1   (mgal)                       NAVD 88
 TO0349
 TO0349  VERT ORDER  -  FIRST     CLASS II
 TO0349
 TO0349.The horizontal coordinates were scaled from a topographic map and have
 TO0349.an estimated accuracy of +/- 6 seconds.
 TO0349
 TO0349.The orthometric height was determined by differential leveling
 TO0349.and adjusted by the National Geodetic Survey in June 1991..
 TO0349
 TO0349.The geoid height was determined by GEOID03.
 TO0349
 TO0349.The dynamic height is computed by dividing the NAVD 88
 TO0349.geopotential number by the normal gravity value computed on the
 TO0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0349.degrees latitude (g = 980.6199 gals.).
 TO0349
 TO0349.The modeled gravity was interpolated from observed gravity values.
 TO0349
 TO0349;                    North         East    Units  Estimated Accuracy
 TO0349;SPC WA N     -   217,140.      756,940.      MT  (+/- 180 meters Scaled)
 TO0349
 TO0349                          SUPERSEDED SURVEY CONTROL
 TO0349
 TO0349.No superseded survey control is available for this station.
 TO0349
 TO0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ759164(NAD 83)
 TO0349_MARKER: DD = SURVEY DISK
 TO0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0349_STAMPING: 2524 22-37 1930
 TO0349_MARK LOGO: BPR   
 TO0349_PROJECTION: PROJECTING 4 CENTIMETERS
 TO0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0349+STABILITY: SURFACE MOTION
 TO0349
 TO0349  HISTORY     - Date     Condition        Report By
 TO0349  HISTORY     - 1930     MONUMENTED       BPR
 TO0349  HISTORY     - 1942     GOOD             NGS
 TO0349  HISTORY     - 1980     GOOD             NGS
 TO0349  HISTORY     - 20060719 MARK NOT FOUND   WADNR
 TO0349
 TO0349                          STATION DESCRIPTION
 TO0349
 TO0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0349'4.3 MI N FROM METALINE FALLS.
 TO0349'4.3 MI. N. OF P.O. LOCATED ALONG WASHINGTON STATE HIGHWAY NO. 6, 30
 TO0349'FEET WEST OF HIGHWAY CENTERLINE, 4 FEET SOUTH OF 10 INCH PINE TREE
 TO0349'WITH TRIANGLE BLAZE, ALSO USBM 2524-7 PAINTED ON SAME TREE, WITNESS
 TO0349'POST SET.  A DISK SET IN A CONCRETE POST.
 TO0349
 TO0349                          STATION RECOVERY (1980)
 TO0349
 TO0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0349'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 TO0349'6.9 KILOMETERS (4.3 MILES) NORTHEAST ALONG STATE HIGHWAY 31 FROM THE
 TO0349'SOUTHEAST END OF THE HIGHWAY BRIDGE OVER THE PEND OREILLE RIVER
 TO0349'IN METALINE FALLS, 0.4 KILOMETER (0.25 MILE) SOUTH OF HIGHWAY MILEPOST
 TO0349'19, 9.1 METERS (30.0 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY,
 TO0349'24.7 METERS (81.0 FEET) SOUTH OF THE WEST END OF A CULVERT UNDER
 TO0349'THE HIGHWAY.
 TO0349'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TO0349'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 TO0349
 TO0349                          STATION RECOVERY (2006)
 TO0349
 TO0349'RECOVERY NOTE BY WA DEPT OF NAT RES 2006 (DLS)
 TO0349'MARK VICINITY FALLS IN AREA OF NEW HIGHWAY CONSTRUCTION AND A RESET
 TO0349'MONUMENT PLACED BY THE WA DOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0347 ***********************************************************************
 TO0347  DESIGNATION -  2525 2230
 TO0347  PID         -  TO0347
 TO0347  STATE/COUNTY-  WA/PEND OREILLE
 TO0347  USGS QUAD   -  BOUNDARY DAM (1992)
 TO0347
 TO0347                         *CURRENT SURVEY CONTROL
 TO0347  ___________________________________________________________________
 TO0347* NAD 83(1986)-  48 53 12.     (N)    117 20 06.     (W)     SCALED    
 TO0347* NAVD 88     -       771.166  (meters)    2530.07   (feet)  POSTED    
 TO0347  ___________________________________________________________________
 TO0347  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 TO0347  DYNAMIC HT  -         771.250 (meters)    2530.34  (feet)  COMP
 TO0347  MODELED GRAV-     980,697.2   (mgal)                       NAVD 88
 TO0347
 TO0347  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TO0347
 TO0347.The horizontal coordinates were scaled from a topographic map and have
 TO0347.an estimated accuracy of +/- 6 seconds.
 TO0347
 TO0347.The orthometric height was determined by differential leveling
 TO0347.and adjusted by the National Geodetic Survey in 1992..
 TO0347.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TO0347.rate of 0.0 thru 1.0 mm/km.
 TO0347
 TO0347.The geoid height was determined by GEOID03.
 TO0347
 TO0347.The dynamic height is computed by dividing the NAVD 88
 TO0347.geopotential number by the normal gravity value computed on the
 TO0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0347.degrees latitude (g = 980.6199 gals.).
 TO0347
 TO0347.The modeled gravity was interpolated from observed gravity values.
 TO0347
 TO0347;                    North         East    Units  Estimated Accuracy
 TO0347;SPC WA N     -   215,610.      756,480.      MT  (+/- 180 meters Scaled)
 TO0347
 TO0347                          SUPERSEDED SURVEY CONTROL
 TO0347
 TO0347  NGVD 29 (??/??/92)  769.940  (m)         2526.04   (f) ADJ UNCH    1 2
 TO0347
 TO0347.Superseded values are not recommended for survey control.
 TO0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0347.See file dsdata.txt to determine how the superseded data were derived.
 TO0347
 TO0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ754149(NAD 83)
 TO0347_MARKER: DD = SURVEY DISK
 TO0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0347_STAMPING: 2525 22-30 1930
 TO0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0347+STABILITY: SURFACE MOTION
 TO0347
 TO0347  HISTORY     - Date     Condition        Report By
 TO0347  HISTORY     - 1930     MONUMENTED       BOR
 TO0347  HISTORY     - 1942     GOOD             NGS
 TO0347  HISTORY     - 20060719 MARK NOT FOUND   WADNR
 TO0347
 TO0347                          STATION DESCRIPTION
 TO0347
 TO0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0347'3.2 MI N FROM METALINE FALLS.
 TO0347'3.2 MI. N. OF P.O. LOCATED ALONG WASHINGTON STATE HIGHWAY NO. 6, 30
 TO0347'FEET NORTHEAST OF HIGHWAY CENTERLINE, 90 FEET EAST OF 15 INCH PINE
 TO0347'TREE WITH TRIANGLE BLAZE, WITNESS POST SET.  A DISK SET IN CONCRETE
 TO0347'POST.
 TO0347
 TO0347                          STATION RECOVERY (2006)
 TO0347
 TO0347'RECOVERY NOTE BY WA DEPT OF NAT RES 2006 (DLS)
 TO0347'MARK VICINITY FALLS IN AREA OF NEW HIGHWAY CONSTRUCTION WITH LARGE
 TO0347'ROAD CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0817 ***********************************************************************
 SV0817  DESIGNATION -  2528 S USGS
 SV0817  PID         -  SV0817
 SV0817  STATE/COUNTY-  WA/WHITMAN
 SV0817  USGS QUAD   -  TEKOA (1964)
 SV0817
 SV0817                         *CURRENT SURVEY CONTROL
 SV0817  ___________________________________________________________________
 SV0817* NAD 83(1986)-  47 09 14.     (N)    117 05 18.     (W)     SCALED    
 SV0817* NAVD 88     -       770.978  (meters)    2529.45   (feet)  ADJUSTED  
 SV0817  ___________________________________________________________________
 SV0817  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 SV0817  DYNAMIC HT  -         770.954 (meters)    2529.37  (feet)  COMP
 SV0817  MODELED GRAV-     980,556.1   (mgal)                       NAVD 88
 SV0817
 SV0817  VERT ORDER  -  FIRST     CLASS II
 SV0817
 SV0817.The horizontal coordinates were scaled from a topographic map and have
 SV0817.an estimated accuracy of +/- 6 seconds.
 SV0817
 SV0817.The orthometric height was determined by differential leveling
 SV0817.and adjusted by the National Geodetic Survey in June 1991..
 SV0817.WARNING-Repeat measurements at this control monument indicate possible
 SV0817.vertical movement.
 SV0817
 SV0817.The geoid height was determined by GEOID03.
 SV0817
 SV0817.The dynamic height is computed by dividing the NAVD 88
 SV0817.geopotential number by the normal gravity value computed on the
 SV0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0817.degrees latitude (g = 980.6199 gals.).
 SV0817
 SV0817.The modeled gravity was interpolated from observed gravity values.
 SV0817
 SV0817;                    North         East    Units  Estimated Accuracy
 SV0817;SPC WA S     -   207,960.      758,640.      MT  (+/- 180 meters Scaled)
 SV0817
 SV0817                          SUPERSEDED SURVEY CONTROL
 SV0817
 SV0817  NGVD 29 (??/??/92)  769.676  (m)         2525.18   (f) ADJ UNCH    1 2
 SV0817
 SV0817.Superseded values are not recommended for survey control.
 SV0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0817.See file dsdata.txt to determine how the superseded data were derived.
 SV0817
 SV0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN933222(NAD 83)
 SV0817_MARKER: Z = SEE DESCRIPTION
 SV0817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0817_SP_SET: IRON PIPE
 SV0817_STAMPING: 2528 S
 SV0817_MARK LOGO: USGS  
 SV0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0817
 SV0817  HISTORY     - Date     Condition        Report By
 SV0817  HISTORY     - UNK      MONUMENTED       USGS
 SV0817  HISTORY     - 1933     GOOD             NGS
 SV0817  HISTORY     - 1980     POOR             NGS
 SV0817
 SV0817                          STATION DESCRIPTION
 SV0817
 SV0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SV0817'5.6 MI SE FROM TEKOA.
 SV0817'5.6 MILES SOUTHEAST OF TEKOA DEPOT.  21 FEET WEST OF CENTERLINE OF
 SV0817'OREGON-WASHINGTON RAILROAD AND NAVIGATION COMPANY RAILROAD.  6 FEET
 SV0817'SOUTH OF THE SELTICE RAILROAD STATION.  20 FEET SOUTH OF THE EAST
 SV0817'ENTRANCE OF THE RAILROAD STATION.
 SV0817
 SV0817                          STATION RECOVERY (1980)
 SV0817
 SV0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0817'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-THE MARK IS
 SV0817'LEANING AND WILL BE SPURRED TO FROM BENCH MARK J 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0627 ***********************************************************************
 RZ0627  DESIGNATION -  2536 S USGS
 RZ0627  PID         -  RZ0627
 RZ0627  STATE/COUNTY-  WA/WHITMAN
 RZ0627  USGS QUAD   -  PULLMAN (1975)
 RZ0627
 RZ0627                         *CURRENT SURVEY CONTROL
 RZ0627  ___________________________________________________________________
 RZ0627* NAD 83(1986)-  46 43 52.     (N)    117 10 02.     (W)     SCALED    
 RZ0627* NAVD 88     -       773.355  (meters)    2537.25   (feet)  ADJUSTED  
 RZ0627  ___________________________________________________________________
 RZ0627  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 RZ0627  DYNAMIC HT  -         773.308 (meters)    2537.09  (feet)  COMP
 RZ0627  MODELED GRAV-     980,526.7   (mgal)                       NAVD 88
 RZ0627
 RZ0627  VERT ORDER  -  FIRST     CLASS II
 RZ0627
 RZ0627.The horizontal coordinates were scaled from a topographic map and have
 RZ0627.an estimated accuracy of +/- 6 seconds.
 RZ0627
 RZ0627.The orthometric height was determined by differential leveling
 RZ0627.and adjusted by the National Geodetic Survey in June 1991..
 RZ0627.WARNING-Repeat measurements at this control monument indicate possible
 RZ0627.vertical movement.
 RZ0627
 RZ0627.The geoid height was determined by GEOID03.
 RZ0627
 RZ0627.The dynamic height is computed by dividing the NAVD 88
 RZ0627.geopotential number by the normal gravity value computed on the
 RZ0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0627.degrees latitude (g = 980.6199 gals.).
 RZ0627
 RZ0627.The modeled gravity was interpolated from observed gravity values.
 RZ0627
 RZ0627;                    North         East    Units  Estimated Accuracy
 RZ0627;SPC WA S     -   160,740.      754,650.      MT  (+/- 180 meters Scaled)
 RZ0627
 RZ0627                          SUPERSEDED SURVEY CONTROL
 RZ0627
 RZ0627  NGVD 29 (??/??/92)  772.276  (m)         2533.71   (f) ADJ UNCH    1 2
 RZ0627
 RZ0627.Superseded values are not recommended for survey control.
 RZ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0627.See file dsdata.txt to determine how the superseded data were derived.
 RZ0627
 RZ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM872752(NAD 83)
 RZ0627_MARKER: DD = SURVEY DISK
 RZ0627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0627_SP_SET: PILLAR
 RZ0627_STAMPING: 2536 S
 RZ0627_MARK LOGO: USGS  
 RZ0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0627
 RZ0627  HISTORY     - Date     Condition        Report By
 RZ0627  HISTORY     - UNK      MONUMENTED       USGS
 RZ0627  HISTORY     - 1933     GOOD             NGS
 RZ0627  HISTORY     - 1934     GOOD             USGS
 RZ0627  HISTORY     - 1980     GOOD             NGS
 RZ0627
 RZ0627                          STATION DESCRIPTION
 RZ0627
 RZ0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 RZ0627'IN PULLMAN.
 RZ0627'STATE COLLEGE OF WASHINGTON, WEST SIDE OF THE MAIN ENTRANCE TO THE
 RZ0627'ADMINISTRATION BUILDING, IN GRANTIE PILLAR 2.5 FEET ABOVE THE GROUND.
 RZ0627
 RZ0627                          STATION RECOVERY (1934)
 RZ0627
 RZ0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 RZ0627'RECOVERED IN GOOD CONDITION.
 RZ0627
 RZ0627                          STATION RECOVERY (1980)
 RZ0627
 RZ0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0627'BENCH MARK RECOVERED ON THIS DATE AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0813 ***********************************************************************
 SV0813  DESIGNATION -  2537 USGS
 SV0813  PID         -  SV0813
 SV0813  STATE/COUNTY-  WA/WHITMAN
 SV0813  USGS QUAD   -  TEKOA (1964)
 SV0813
 SV0813                         *CURRENT SURVEY CONTROL
 SV0813  ___________________________________________________________________
 SV0813* NAD 83(1986)-  47 13 20.     (N)    117 04 18.     (W)     SCALED    
 SV0813* NAVD 88     -       773.336  (meters)    2537.19   (feet)  ADJUSTED  
 SV0813  ___________________________________________________________________
 SV0813  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 SV0813  DYNAMIC HT  -         773.324 (meters)    2537.15  (feet)  COMP
 SV0813  MODELED GRAV-     980,570.9   (mgal)                       NAVD 88
 SV0813
 SV0813  VERT ORDER  -  FIRST     CLASS II
 SV0813
 SV0813.The horizontal coordinates were scaled from a topographic map and have
 SV0813.an estimated accuracy of +/- 6 seconds.
 SV0813
 SV0813.The orthometric height was determined by differential leveling
 SV0813.and adjusted by the National Geodetic Survey in June 1991..
 SV0813.WARNING-Repeat measurements at this control monument indicate possible
 SV0813.vertical movement.
 SV0813
 SV0813.The geoid height was determined by GEOID03.
 SV0813
 SV0813.The dynamic height is computed by dividing the NAVD 88
 SV0813.geopotential number by the normal gravity value computed on the
 SV0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0813.degrees latitude (g = 980.6199 gals.).
 SV0813
 SV0813.The modeled gravity was interpolated from observed gravity values.
 SV0813
 SV0813;                    North         East    Units  Estimated Accuracy
 SV0813;SPC WA S     -   215,600.      759,570.      MT  (+/- 180 meters Scaled)
 SV0813
 SV0813                          SUPERSEDED SURVEY CONTROL
 SV0813
 SV0813  NGVD 29 (??/??/92)  772.175  (m)         2533.38   (f) ADJ UNCH    1 2
 SV0813
 SV0813.Superseded values are not recommended for survey control.
 SV0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0813.See file dsdata.txt to determine how the superseded data were derived.
 SV0813
 SV0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN945298(NAD 83)
 SV0813_MARKER: DD = SURVEY DISK
 SV0813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0813_SP_SET: BUILDING
 SV0813_STAMPING: 2537 S
 SV0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0813
 SV0813  HISTORY     - Date     Condition        Report By
 SV0813  HISTORY     - UNK      MONUMENTED       USGS
 SV0813  HISTORY     - 1935     GOOD             NGS
 SV0813  HISTORY     - 1943     POOR             USGS
 SV0813  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0813
 SV0813                          STATION DESCRIPTION
 SV0813
 SV0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0813'IN TEKOA.
 SV0813'AT TEKOA, 2 BLOCKS NORTHEAST OF OREGON AND WASHINGTON RAILWAY STATION
 SV0813'AT CORNER OF CROSBY AND WARREN STREETS.  2.7 FEET ABOVE SIDEWALK.  1
 SV0813'FT. SOUTHEAST OF NORTHWEST CORNER OF BRICK BUILDING NO. N-147 WHICH IS
 SV0813'OCCUPIED BY TEKOA MER.CO.  TABLET SET VERTICALLY IN BRICK WALL.
 SV0813
 SV0813                          STATION RECOVERY (1943)
 SV0813
 SV0813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 SV0813'MARK RECOVERED IN POOR CONDITION.
 SV0813
 SV0813                          STATION RECOVERY (1980)
 SV0813
 SV0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0813'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THERE
 SV0813'IS A NEW BUILDING IN THE DESCRIBED LOCATION, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0350 ***********************************************************************
 TO0350  DESIGNATION -  2540 22 42 BPR
 TO0350  PID         -  TO0350
 TO0350  STATE/COUNTY-  WA/PEND OREILLE
 TO0350  USGS QUAD   -  BOUNDARY DAM (1992)
 TO0350
 TO0350                         *CURRENT SURVEY CONTROL
 TO0350  ___________________________________________________________________
 TO0350* NAD 83(1986)-  48 54 33.     (N)    117 19 31.     (W)     SCALED    
 TO0350* NAVD 88     -       775.902  (meters)    2545.61   (feet)  ADJUSTED  
 TO0350  ___________________________________________________________________
 TO0350  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 TO0350  DYNAMIC HT  -         775.992 (meters)    2545.90  (feet)  COMP
 TO0350  MODELED GRAV-     980,701.1   (mgal)                       NAVD 88
 TO0350
 TO0350  VERT ORDER  -  FIRST     CLASS II
 TO0350
 TO0350.The horizontal coordinates were scaled from a topographic map and have
 TO0350.an estimated accuracy of +/- 6 seconds.
 TO0350
 TO0350.The orthometric height was determined by differential leveling
 TO0350.and adjusted by the National Geodetic Survey in June 1991..
 TO0350
 TO0350.The geoid height was determined by GEOID03.
 TO0350
 TO0350.The dynamic height is computed by dividing the NAVD 88
 TO0350.geopotential number by the normal gravity value computed on the
 TO0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0350.degrees latitude (g = 980.6199 gals.).
 TO0350
 TO0350.The modeled gravity was interpolated from observed gravity values.
 TO0350
 TO0350;                    North         East    Units  Estimated Accuracy
 TO0350;SPC WA N     -   218,140.      757,080.      MT  (+/- 180 meters Scaled)
 TO0350
 TO0350                          SUPERSEDED SURVEY CONTROL
 TO0350
 TO0350.No superseded survey control is available for this station.
 TO0350
 TO0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ761174(NAD 83)
 TO0350_MARKER: DD = SURVEY DISK
 TO0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0350_MARK LOGO: BPR   
 TO0350_PROJECTION: PROJECTING 2 CENTIMETERS
 TO0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0350+STABILITY: SURFACE MOTION
 TO0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0350+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 TO0350
 TO0350  HISTORY     - Date     Condition        Report By
 TO0350  HISTORY     - 1930     MONUMENTED       BPR
 TO0350  HISTORY     - 1942     GOOD             NGS
 TO0350  HISTORY     - 1980     GOOD             NGS
 TO0350  HISTORY     - 20060718 GOOD             WADNR
 TO0350
 TO0350                          STATION DESCRIPTION
 TO0350
 TO0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0350'4.9 MI N FROM METALINE FALLS.
 TO0350'4.9 MI. N. OF P.O. LOCATED ALONG WASHINGTON STATE HIGHWAY NO. 6, 72
 TO0350'FEET SOUTHEAST OF 16 INCH PINE TREE WITH TRIANGLE BLAZE, 24 FEET
 TO0350'NORTHEAST OF HIGHWAY CENTERLINE, 11 FEET SOUTH OF USBM 2541-3 PAINTED
 TO0350'ON STUMP, WITNESS POST SET.  A DISK SET IN A CONCRETE POST.
 TO0350
 TO0350                          STATION RECOVERY (1980)
 TO0350
 TO0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0350'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 TO0350'7.9 KILOMETERS (4.9 MILES) NORTHEAST ALONG STATE HIGHWAY 31 FROM THE
 TO0350'SOUTHEAST END OF THE HIGHWAY BRIDGE OVER THE PEND OREILLE RIVER IN
 TO0350'METALINE FALLS, 0.55 KILOMETER (0.35 MILE) NORTH OF HIGHWAY MILEPOST
 TO0350'19, AT THE SOUTH END OF A HIGHWAY CURVE, 8.8 METERS (29.0 FEET) EAST
 TO0350'OF THE CENTERLINE OF THE HIGHWAY, 47.2 METERS (155 FEET) SOUTH OF
 TO0350'AN UNDERGROUND CABLE WARNING SIGN.
 TO0350'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TO0350'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TO0350
 TO0350                          STATION RECOVERY (2006)
 TO0350
 TO0350'RECOVERY NOTE BY WA DEPT OF NAT RES 2006 (DLS)
 TO0350'LAT 48 54 34.5 N
 TO0350'LONG 117 19 31.7 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4316 ***********************************************************************
 RD4316  DESIGNATION -  2551
 RD4316  PID         -  RD4316
 RD4316  STATE/COUNTY-  WA/CLARK
 RD4316  USGS QUAD   -  VANCOUVER (1990)
 RD4316
 RD4316                         *CURRENT SURVEY CONTROL
 RD4316  ___________________________________________________________________
 RD4316* NAD 83(1986)-  45 38 12.     (N)    122 41 59.     (W)     SCALED    
 RD4316* NAVD 88     -        10.28   (meters)      33.7    (feet)  N HEIGHT  
 RD4316  ___________________________________________________________________
 RD4316  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD4316  DYNAMIC HT  -          10.28  (meters)      33.7   (feet)  COMP
 RD4316  MODELED GRAV-     980,626.7   (mgal)                       NAVD 88
 RD4316
 RD4316  VERT ORDER  -  THIRD
 RD4316
 RD4316.The horizontal coordinates were scaled from a topographic map and have
 RD4316.an estimated accuracy of +/- 6 seconds.
 RD4316
 RD4316.The orthometric height was determined by differential leveling
 RD4316.and adjusted by the National Geodetic Survey in October 1996..
 RD4316.The height was determined by precise leveling from only one NSRS
 RD4316.bench mark.  This was not adequate "tie leveling" to NSRS and was
 RD4316.allowed ONLY to validate the GPS-derived height.
 RD4316
 RD4316.The geoid height was determined by GEOID03.
 RD4316
 RD4316.The dynamic height is computed by dividing the NAVD 88
 RD4316.geopotential number by the normal gravity value computed on the
 RD4316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4316.degrees latitude (g = 980.6199 gals.).
 RD4316
 RD4316.The modeled gravity was interpolated from observed gravity values.
 RD4316
 RD4316;                    North         East    Units  Estimated Accuracy
 RD4316;SPC WA S     -    36,110.      328,500.      MT  (+/- 180 meters Scaled)
 RD4316
 RD4316                          SUPERSEDED SURVEY CONTROL
 RD4316
 RD4316.No superseded survey control is available for this station.
 RD4316
 RD4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER234537(NAD 83)
 RD4316_MARKER: DB = BENCH MARK DISK
 RD4316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD4316_SP_SET: IN CONC. BASE OF ELECTRIC VAUL
 RD4316_STAMPING: BM 2551  1989
 RD4316_MARK LOGO: WADT  
 RD4316_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4316
 RD4316  HISTORY     - Date     Condition        Report By
 RD4316  HISTORY     - 1989     MONUMENTED       WA-011
 RD4316  HISTORY     - 20020610 MARK NOT FOUND   USPSQD
 RD4316
 RD4316                          STATION DESCRIPTION
 RD4316
 RD4316'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4316'IN CITY OF VANCOUVER, 0.6 KM (0.4 MI) SE OF INTERSECTION OF LOWER
 RD4316'RIVER ROAD AND WEST 26TH STREET, APPROX. 135 FEET SW OF SOUTH EDGE OF
 RD4316'OLD LOWER RIVER ROAD, IN CARBORUNDUM PLANT, IN TOP OF CONCRETE
 RD4316'ELECTRIC VAULT, 38 FT (11.6 M) SE OF NE CORNER OF SUBSTATION, 31.3 FT
 RD4316'(9.5 M) NE OF SE CORNER SUBSTATION, 15.1 FT (4.6 M) NW OF POWER POLE
 RD4316'WITH LUMINAIRE, SET 2 INCH DOMED BRASS DISK.
 RD4316
 RD4316                          STATION RECOVERY (2002)
 RD4316
 RD4316'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHC)
 RD4316'MISSING, PLANT WAS SOLD 1986,FINALLY DEMOLISHED 1991, LAND WAS REUSED
 RD4316'FOR RAILROAD TRACKS AND HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0355 ***********************************************************************
 TO0355  DESIGNATION -  2553 BPR
 TO0355  PID         -  TO0355
 TO0355  STATE/COUNTY-  WA/PEND OREILLE
 TO0355  USGS QUAD   -  BOUNDARY DAM (1992)
 TO0355
 TO0355                         *CURRENT SURVEY CONTROL
 TO0355  ___________________________________________________________________
 TO0355* NAD 83(1986)-  48 56 16.     (N)    117 19 13.     (W)     SCALED    
 TO0355* NAVD 88     -       779.861  (meters)    2558.59   (feet)  ADJUSTED  
 TO0355  ___________________________________________________________________
 TO0355  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TO0355  DYNAMIC HT  -         779.952 (meters)    2558.89  (feet)  COMP
 TO0355  MODELED GRAV-     980,701.1   (mgal)                       NAVD 88
 TO0355
 TO0355  VERT ORDER  -  FIRST     CLASS II
 TO0355
 TO0355.The horizontal coordinates were scaled from a topographic map and have
 TO0355.an estimated accuracy of +/- 6 seconds.
 TO0355
 TO0355.The orthometric height was determined by differential leveling
 TO0355.and adjusted by the National Geodetic Survey in June 1991..
 TO0355
 TO0355.The geoid height was determined by GEOID03.
 TO0355
 TO0355.The dynamic height is computed by dividing the NAVD 88
 TO0355.geopotential number by the normal gravity value computed on the
 TO0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0355.degrees latitude (g = 980.6199 gals.).
 TO0355
 TO0355.The modeled gravity was interpolated from observed gravity values.
 TO0355
 TO0355;                    North         East    Units  Estimated Accuracy
 TO0355;SPC WA N     -   221,330.      757,300.      MT  (+/- 180 meters Scaled)
 TO0355
 TO0355                          SUPERSEDED SURVEY CONTROL
 TO0355
 TO0355.No superseded survey control is available for this station.
 TO0355
 TO0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ765205(NAD 83)
 TO0355_MARKER: DD = SURVEY DISK
 TO0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0355_STAMPING: 2553 22-54 1930
 TO0355_MARK LOGO: BPR   
 TO0355_PROJECTION: PROJECTING 6 CENTIMETERS
 TO0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0355+STABILITY: SURFACE MOTION
 TO0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TO0355+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 TO0355
 TO0355  HISTORY     - Date     Condition        Report By
 TO0355  HISTORY     - 1930     MONUMENTED       BPR
 TO0355  HISTORY     - 1942     GOOD             NGS
 TO0355  HISTORY     - 1980     GOOD             NGS
 TO0355  HISTORY     - 20060719 GOOD             WADNR
 TO0355
 TO0355                          STATION DESCRIPTION
 TO0355
 TO0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0355'7.5 MI N FROM METALINE FALLS.
 TO0355'7.5 MI. N. OF P.O. LOCAGED ALONG WASHINGTON STATE HIGHWAY NO. 6, 75
 TO0355'FEET SOUTHWEST OF 16 INCH PINE TREE WITH TRIANGLE BLAZE, 30 FEET WEST
 TO0355'OF HIGHWAY CENTERLINE, ALSO 4 FEET WEST OF USBM 2554-2 PAINTED ON 20
 TO0355'INCH PINE TREE, WITNESS POST SET.  A DISK SET IN A CONCRETE POST.
 TO0355
 TO0355                          STATION RECOVERY (1980)
 TO0355
 TO0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0355'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 TO0355'12.0 KILOMETERS (7.7 MILES) NORTHEAST ALONG STATE HIGHWAY 31 FROM
 TO0355'THE SOUTHEAST END OF THE HIGHWAY BRIDGE OVER THE PEND OREILLE RIVER
 TO0355'IN METALINE FALLS, AT HIGHWAY MILEPOST 22, 9.6 METERS (31.5 FEET)
 TO0355'WEST OF THE CENTERLINE OF THE HIGHWAY, 18.1 METERS (59.5 FEET) WEST
 TO0355'OF BENCH MARK 2255.
 TO0355'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TO0355'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 TO0355
 TO0355                          STATION RECOVERY (2006)
 TO0355
 TO0355'RECOVERY NOTE BY WA DEPT OF NAT RES 2006 (DLS)
 TO0355'LAT 48 56 15.9 N
 TO0355'LONG 117 19 12.8 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1207 ***********************************************************************
 SB1207  DESIGNATION -  2557
 SB1207  PID         -  SB1207
 SB1207  STATE/COUNTY-  WA/YAKIMA
 SB1207  USGS QUAD   -  CLIFFDELL (1992)
 SB1207
 SB1207                         *CURRENT SURVEY CONTROL
 SB1207  ___________________________________________________________________
 SB1207* NAD 83(1986)-  46 59 19.     (N)    121 05 52.     (W)     SCALED    
 SB1207* NAVD 88     -       780.69   (meters)    2561.3    (feet)  RESET     
 SB1207  ___________________________________________________________________
 SB1207  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 SB1207
 SB1207  VERT ORDER  -  THIRD
 SB1207
 SB1207.The horizontal coordinates were scaled from a topographic map and have
 SB1207.an estimated accuracy of +/- 6 seconds.
 SB1207
 SB1207.The orthometric height was computed from unverified reset data.
 SB1207.No vertical observational check was made to the station.
 SB1207
 SB1207.The geoid height was determined by GEOID03.
 SB1207
 SB1207;                    North         East    Units  Estimated Accuracy
 SB1207;SPC WA S     -   184,160.      454,530.      MT  (+/- 180 meters Scaled)
 SB1207
 SB1207                          SUPERSEDED SURVEY CONTROL
 SB1207
 SB1207  NGVD 29 (12/17/02)  779.50   (m)         2557.4    (f) RESET       3  
 SB1207
 SB1207.Superseded values are not recommended for survey control.
 SB1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1207.See file dsdata.txt to determine how the superseded data were derived.
 SB1207
 SB1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT446056(NAD 83)
 SB1207_MARKER: DV = VERTICAL CONTROL DISK
 SB1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB1207_SP_SET: CONCRETE POST
 SB1207_STAMPING: 2557 1980
 SB1207_MARK LOGO: USGS  
 SB1207_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1207+STABILITY: SURFACE MOTION
 SB1207
 SB1207  HISTORY     - Date     Condition        Report By
 SB1207  HISTORY     - 1980     MONUMENTED       NGS
 SB1207
 SB1207                          STATION DESCRIPTION
 SB1207
 SB1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SB1207'28.2 MILES NORTHWEST ALONG STATE HIGHWAY 410 FROM THE INTERSECTION OF
 SB1207'ALLEN STREET IN NACHES, TO THE BRIDGE OVER THE NACHES RIVER, AT THE TO
 SB1207'THE EAST RIP RAP FILL FOR THE BRIDGE, 100 FEET SOUTH OF THE RIVER BANK
 SB1207'AND 7.90 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0646 ***********************************************************************
 RZ0646  DESIGNATION -  2563 S USGS
 RZ0646  PID         -  RZ0646
 RZ0646  STATE/COUNTY-  WA/WHITMAN
 RZ0646  USGS QUAD   -  COLTON (1975)
 RZ0646
 RZ0646                         *CURRENT SURVEY CONTROL
 RZ0646  ___________________________________________________________________
 RZ0646* NAD 83(1986)-  46 34 05.     (N)    117 07 42.     (W)     SCALED    
 RZ0646* NAVD 88     -       781.971  (meters)    2565.52   (feet)  ADJUSTED  
 RZ0646  ___________________________________________________________________
 RZ0646  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 RZ0646  DYNAMIC HT  -         781.912 (meters)    2565.32  (feet)  COMP
 RZ0646  MODELED GRAV-     980,512.1   (mgal)                       NAVD 88
 RZ0646
 RZ0646  VERT ORDER  -  FIRST     CLASS II
 RZ0646
 RZ0646.The horizontal coordinates were scaled from a topographic map and have
 RZ0646.an estimated accuracy of +/- 6 seconds.
 RZ0646
 RZ0646.The orthometric height was determined by differential leveling
 RZ0646.and adjusted by the National Geodetic Survey in June 1991..
 RZ0646.WARNING-Repeat measurements at this control monument indicate possible
 RZ0646.vertical movement.
 RZ0646
 RZ0646.The geoid height was determined by GEOID03.
 RZ0646
 RZ0646.The dynamic height is computed by dividing the NAVD 88
 RZ0646.geopotential number by the normal gravity value computed on the
 RZ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0646.degrees latitude (g = 980.6199 gals.).
 RZ0646
 RZ0646.The modeled gravity was interpolated from observed gravity values.
 RZ0646
 RZ0646;                    North         East    Units  Estimated Accuracy
 RZ0646;SPC WA S     -   142,760.      758,390.      MT  (+/- 180 meters Scaled)
 RZ0646
 RZ0646                          SUPERSEDED SURVEY CONTROL
 RZ0646
 RZ0646  NGVD 29 (??/??/92)  780.908  (m)         2562.03   (f) ADJ UNCH    1 2
 RZ0646
 RZ0646.Superseded values are not recommended for survey control.
 RZ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0646.See file dsdata.txt to determine how the superseded data were derived.
 RZ0646
 RZ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM901571(NAD 83)
 RZ0646_MARKER: DD = SURVEY DISK
 RZ0646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0646_SP_SET: BUILDING
 RZ0646_STAMPING: 2563 S
 RZ0646_MARK LOGO: USGS  
 RZ0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RZ0646+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 RZ0646
 RZ0646  HISTORY     - Date     Condition        Report By
 RZ0646  HISTORY     - UNK      MONUMENTED       USGS
 RZ0646  HISTORY     - 1952     GOOD             NGS
 RZ0646  HISTORY     - 1980     GOOD             NGS
 RZ0646  HISTORY     - 20060914 GOOD             GEOCAC
 RZ0646
 RZ0646                          STATION DESCRIPTION
 RZ0646
 RZ0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0646'IN COLTON.
 RZ0646'AT COLTON, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF BROADWAY AND
 RZ0646'STEPTOE STREETS, SET VERTICALLY IN THE WEST FACE OF THE BRICK WALL OF
 RZ0646'THE SECURITY STATE BANK BUILDING, 0.7 FOOT SOUTH OF THE NORTHWEST
 RZ0646'CORNER, AND 2.5 FEET ABOVE THE SIDEWALK.
 RZ0646
 RZ0646                          STATION RECOVERY (1980)
 RZ0646
 RZ0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0646'BENCH MARK RECOVERED ON THIS DATE AS PREVIOUSLY DESCRIBED. NOTE-THE
 RZ0646'BUILDING IS NOW THE OLD NATIONAL BANK.
 RZ0646
 RZ0646                          STATION RECOVERY (2006)
 RZ0646
 RZ0646'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RZ0646'HANDHELD COORDINATES ARE N46-34-04.38 W117-07-42.24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0650 ***********************************************************************
 RZ0650  DESIGNATION -  2574 S USGS
 RZ0650  PID         -  RZ0650
 RZ0650  STATE/COUNTY-  WA/WHITMAN
 RZ0650  USGS QUAD   -  UNIONTOWN (1964)
 RZ0650
 RZ0650                         *CURRENT SURVEY CONTROL
 RZ0650  ___________________________________________________________________
 RZ0650* NAD 83(1986)-  46 32 15.     (N)    117 05 14.     (W)     SCALED    
 RZ0650* NAVD 88     -       785.099  (meters)    2575.78   (feet)  ADJUSTED  
 RZ0650  ___________________________________________________________________
 RZ0650  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 RZ0650  DYNAMIC HT  -         785.040 (meters)    2575.59  (feet)  COMP
 RZ0650  MODELED GRAV-     980,512.3   (mgal)                       NAVD 88
 RZ0650
 RZ0650  VERT ORDER  -  FIRST     CLASS II
 RZ0650
 RZ0650.The horizontal coordinates were scaled from a topographic map and have
 RZ0650.an estimated accuracy of +/- 6 seconds.
 RZ0650
 RZ0650.The orthometric height was determined by differential leveling
 RZ0650.and adjusted by the National Geodetic Survey in June 1991..
 RZ0650
 RZ0650.The geoid height was determined by GEOID03.
 RZ0650
 RZ0650.The dynamic height is computed by dividing the NAVD 88
 RZ0650.geopotential number by the normal gravity value computed on the
 RZ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0650.degrees latitude (g = 980.6199 gals.).
 RZ0650
 RZ0650.The modeled gravity was interpolated from observed gravity values.
 RZ0650
 RZ0650;                    North         East    Units  Estimated Accuracy
 RZ0650;SPC WA S     -   139,510.      761,690.      MT  (+/- 180 meters Scaled)
 RZ0650
 RZ0650                          SUPERSEDED SURVEY CONTROL
 RZ0650
 RZ0650  NGVD 29 (??/??/92)  784.032  (m)         2572.28   (f) ADJ UNCH    1 2
 RZ0650
 RZ0650.Superseded values are not recommended for survey control.
 RZ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0650.See file dsdata.txt to determine how the superseded data were derived.
 RZ0650
 RZ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM933537(NAD 83)
 RZ0650_MARKER: DD = SURVEY DISK
 RZ0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0650_SP_SET: WALL
 RZ0650_STAMPING: 2574 S
 RZ0650_MARK LOGO: USGS  
 RZ0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RZ0650+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 RZ0650
 RZ0650  HISTORY     - Date     Condition        Report By
 RZ0650  HISTORY     - UNK      MONUMENTED       USGS
 RZ0650  HISTORY     - 1946     GOOD             NGS
 RZ0650  HISTORY     - 1980     GOOD             NGS
 RZ0650  HISTORY     - 20060914 GOOD             GEOCAC
 RZ0650
 RZ0650                          STATION DESCRIPTION
 RZ0650
 RZ0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0650'IN UNIONTOWN.
 RZ0650'AT UNIONTOWN, 0.1 MILE NORTHWEST OF THE COMMUNITY BUILDING, AT THE
 RZ0650'CORNER TAVERN (FORMER BANK BUILDING).  A USGS BRONZE DISK, SET
 RZ0650'VERTICALLY, IN THE SOUTHWEST BRICK WALL, 0.7 FOOT SOUTHEAST OF THE
 RZ0650'WEST CORNER, AND 2.2 FEET ABOVE THE SIDEWALK.
 RZ0650
 RZ0650                          STATION RECOVERY (1980)
 RZ0650
 RZ0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0650'BENCH MARK RECOVERED ON THIS DATE AS PREVIOUSLY DESCRIBED. NOTE-THE
 RZ0650'BUILDING IS NOW -ELEANORS CORNER SALOON-.
 RZ0650
 RZ0650                          STATION RECOVERY (2006)
 RZ0650
 RZ0650'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RZ0650'THE BUILDING REMAINS ELEANOR'S SALOON, AND IS AT THE SOUTHEAST CORNER
 RZ0650'OF THE INTERSECTION OF US HIGHWAY 195 AND SPRING STREET.  HANDHELD
 RZ0650'COORDINATES ARE N46-32-20.76 W117-05-14.16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0879 ***********************************************************************
 SY0879  DESIGNATION -  258.3 USGS
 SY0879  PID         -  SY0879
 SY0879  STATE/COUNTY-  WA/KITSAP
 SY0879  USGS QUAD   -  BREMERTON WEST (1981)
 SY0879
 SY0879                         *CURRENT SURVEY CONTROL
 SY0879  ___________________________________________________________________
 SY0879* NAD 83(1986)-  47 31 20.     (N)    122 43 23.     (W)     SCALED    
 SY0879* NAVD 88     -        79.718  (meters)     261.54   (feet)  POSTED    
 SY0879  ___________________________________________________________________
 SY0879  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 SY0879  DYNAMIC HT  -          79.730 (meters)     261.58  (feet)  COMP
 SY0879  MODELED GRAV-     980,825.8   (mgal)                       NAVD 88
 SY0879
 SY0879  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0879
 SY0879.The horizontal coordinates were scaled from a topographic map and have
 SY0879.an estimated accuracy of +/- 6 seconds.
 SY0879
 SY0879.The orthometric height was determined by differential leveling
 SY0879.and adjusted by the National Geodetic Survey in 1992..
 SY0879.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0879.rate of 0.0 thru 1.0 mm/km.
 SY0879
 SY0879.The geoid height was determined by GEOID03.
 SY0879
 SY0879.The dynamic height is computed by dividing the NAVD 88
 SY0879.geopotential number by the normal gravity value computed on the
 SY0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0879.degrees latitude (g = 980.6199 gals.).
 SY0879
 SY0879.The modeled gravity was interpolated from observed gravity values.
 SY0879
 SY0879;                    North         East    Units  Estimated Accuracy
 SY0879;SPC WA N     -    59,810.      357,700.      MT  (+/- 180 meters Scaled)
 SY0879
 SY0879                          SUPERSEDED SURVEY CONTROL
 SY0879
 SY0879  NGVD 29 (??/??/??)   78.654  (m)          258.05   (f) ADJUSTED    1 2
 SY0879
 SY0879.Superseded values are not recommended for survey control.
 SY0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0879.See file dsdata.txt to determine how the superseded data were derived.
 SY0879
 SY0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET208632(NAD 83)
 SY0879_MARKER: Q = CHISELED SQUARE
 SY0879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0879_SP_SET: CULVERT
 SY0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0879
 SY0879  HISTORY     - Date     Condition        Report By
 SY0879  HISTORY     - UNK      MONUMENTED       USGS
 SY0879  HISTORY     - 1944     GOOD             CGS
 SY0879  HISTORY     - 1983     GOOD             LOCSUR
 SY0879
 SY0879                          STATION DESCRIPTION
 SY0879
 SY0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0879'5.1 MI SW FROM BREMERTON.
 SY0879'4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE INTERSECTION OF
 SY0879'SIXTH STREET AND CALLOW AVENUE AT BREMERTON, KITSAP COUNTY, THENCE 1.1
 SY0879'MILES SOUTHWEST ALONG STATE HIGHWAY 14.  BETWEEN THE HIGHWAY AND A
 SY0879'DEEP CUT, ON THE TOP OF THE SOUTHEAST END OF A CONCRETE-PIPE CULVERT,
 SY0879'35 FEET WEST OF TELEPHONE POLE L/10 28, 17.9 FEET SOUTHEAST OF THE
 SY0879'CENTERLINE OF THE HIGHWAY, AND ABOUT 2-1/2 FEET LOWER THAN THE
 SY0879'HIGHWAY.  A CHISELED SQUARE.
 SY0879
 SY0879                          STATION RECOVERY (1983)
 SY0879
 SY0879'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SY0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0027 ***********************************************************************
 SC0027  DESIGNATION -  26
 SC0027  PID         -  SC0027
 SC0027  STATE/COUNTY-  WA/PIERCE
 SC0027  USGS QUAD   -  TANWAX LAKE (1990)
 SC0027
 SC0027                         *CURRENT SURVEY CONTROL
 SC0027  ___________________________________________________________________
 SC0027* NAD 83(1986)-  46 58 49.     (N)    122 21 28.     (W)     SCALED    
 SC0027* NAVD 88     -       180.696  (meters)     592.83   (feet)  ADJUSTED  
 SC0027  ___________________________________________________________________
 SC0027  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 SC0027  DYNAMIC HT  -         180.712 (meters)     592.89  (feet)  COMP
 SC0027  MODELED GRAV-     980,701.2   (mgal)                       NAVD 88
 SC0027
 SC0027  VERT ORDER  -  SECOND    CLASS 0
 SC0027
 SC0027.The horizontal coordinates were scaled from a topographic map and have
 SC0027.an estimated accuracy of +/- 6 seconds.
 SC0027
 SC0027.The orthometric height was determined by differential leveling
 SC0027.and adjusted by the National Geodetic Survey in June 1991..
 SC0027
 SC0027.The geoid height was determined by GEOID03.
 SC0027
 SC0027.The dynamic height is computed by dividing the NAVD 88
 SC0027.geopotential number by the normal gravity value computed on the
 SC0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0027.degrees latitude (g = 980.6199 gals.).
 SC0027
 SC0027.The modeled gravity was interpolated from observed gravity values.
 SC0027
 SC0027;                    North         East    Units  Estimated Accuracy
 SC0027;SPC WA S     -   184,730.      358,680.      MT  (+/- 180 meters Scaled)
 SC0027
 SC0027                          SUPERSEDED SURVEY CONTROL
 SC0027
 SC0027  NGVD 29 (??/??/92)  179.650  (m)          589.40   (f) ADJ UNCH    2 0
 SC0027
 SC0027.Superseded values are not recommended for survey control.
 SC0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0027.See file dsdata.txt to determine how the superseded data were derived.
 SC0027
 SC0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET488031(NAD 83)
 SC0027_MARKER: P = PIPE CAP
 SC0027_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC0027_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SC0027_STAMPING: 26 LM 1934
 SC0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0027
 SC0027  HISTORY     - Date     Condition        Report By
 SC0027  HISTORY     - 1934     MONUMENTED       USGS
 SC0027  HISTORY     - 1934     GOOD             NGS
 SC0027
 SC0027                          STATION DESCRIPTION
 SC0027
 SC0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SC0027'10.0 MI S FROM SPANAWAY.
 SC0027'10.0 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 SC0027'SPANAWAY, 82 FEET NORTHEAST OF THE INTERSECTION OF ROADS LEADING TO
 SC0027'ELECTRON, KAPOWSIN, AND BEN BOW LAKE, 41 YARDS NORTH OF A STORE OWNED
 SC0027'IN 1934 BY JAMES JOHNSON, 48 FEET EAST OF THE CENTERLINE OF THE
 SC0027'HIGHWAY, AND 8 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A U.S.
 SC0027'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 26 LM 1934 AND RIVETED ON THE
 SC0027'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0642 ***********************************************************************
 TP0642  DESIGNATION -  26 AA
 TP0642  PID         -  TP0642
 TP0642  STATE/COUNTY-  WA/OKANOGAN
 TP0642  USGS QUAD   -  LOOMIS (1982)
 TP0642
 TP0642                         *CURRENT SURVEY CONTROL
 TP0642  ___________________________________________________________________
 TP0642* NAD 83(1986)-  48 51 04.     (N)    119 38 41.     (W)     SCALED    
 TP0642* NAVD 88     -       364.236  (meters)    1195.00   (feet)  ADJUSTED  
 TP0642  ___________________________________________________________________
 TP0642  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 TP0642  DYNAMIC HT  -         364.295 (meters)    1195.19  (feet)  COMP
 TP0642  MODELED GRAV-     980,763.6   (mgal)                       NAVD 88
 TP0642
 TP0642  VERT ORDER  -  SECOND    CLASS 0
 TP0642
 TP0642.The horizontal coordinates were scaled from a topographic map and have
 TP0642.an estimated accuracy of +/- 6 seconds.
 TP0642
 TP0642.The orthometric height was determined by differential leveling
 TP0642.and adjusted by the National Geodetic Survey in June 1991..
 TP0642
 TP0642.The geoid height was determined by GEOID03.
 TP0642
 TP0642.The dynamic height is computed by dividing the NAVD 88
 TP0642.geopotential number by the normal gravity value computed on the
 TP0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0642.degrees latitude (g = 980.6199 gals.).
 TP0642
 TP0642.The modeled gravity was interpolated from observed gravity values.
 TP0642
 TP0642;                    North         East    Units  Estimated Accuracy
 TP0642;SPC WA N     -   206,500.      587,230.      MT  (+/- 180 meters Scaled)
 TP0642
 TP0642                          SUPERSEDED SURVEY CONTROL
 TP0642
 TP0642  NGVD 29 (??/??/92)  362.925  (m)         1190.70   (f) ADJ UNCH    2 0
 TP0642
 TP0642.Superseded values are not recommended for survey control.
 TP0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0642.See file dsdata.txt to determine how the superseded data were derived.
 TP0642
 TP0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ059142(NAD 83)
 TP0642_MARKER: DD = SURVEY DISK
 TP0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0642_STAMPING: 26 AA 1954 1191
 TP0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0642+STABILITY: SURFACE MOTION
 TP0642
 TP0642  HISTORY     - Date     Condition        Report By
 TP0642  HISTORY     - 1954     MONUMENTED       USGS
 TP0642  HISTORY     - 1959     GOOD             NGS
 TP0642
 TP0642                          STATION DESCRIPTION
 TP0642
 TP0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0642'2.25 MI N FROM LOOMIS.
 TP0642'2.25 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0642'LOOMIS, 0.09 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD LEADING WEST
 TP0642'TO TOATS COULEE CAMP GROUND AND LONG SWAMP, 37 FEET NORTHWEST OF THE
 TP0642'CENTER LINE OF THE ROAD, 84 FEET SOUTHWEST OF THE SOUTH END OF A GATE,
 TP0642'2.1 FEET SOUTHEAST OF A FENCE, 1.3 FEET NORTHWEST OF A WITNESS POST,
 TP0642'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TP0642'PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0259 ***********************************************************************
 SB0259  DESIGNATION -  26 E USGS
 SB0259  PID         -  SB0259
 SB0259  STATE/COUNTY-  WA/KITTITAS
 SB0259  USGS QUAD   -  GINKGO (1978)
 SB0259
 SB0259                         *CURRENT SURVEY CONTROL
 SB0259  ___________________________________________________________________
 SB0259* NAD 83(1986)-  46 56 51.     (N)    120 02 07.     (W)     SCALED    
 SB0259* NAVD 88     -       328.424  (meters)    1077.50   (feet)  ADJUSTED  
 SB0259  ___________________________________________________________________
 SB0259  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SB0259  DYNAMIC HT  -         328.440 (meters)    1077.56  (feet)  COMP
 SB0259  MODELED GRAV-     980,654.5   (mgal)                       NAVD 88
 SB0259
 SB0259  VERT ORDER  -  SECOND    CLASS 0
 SB0259
 SB0259.The horizontal coordinates were scaled from a topographic map and have
 SB0259.an estimated accuracy of +/- 6 seconds.
 SB0259
 SB0259.The orthometric height was determined by differential leveling
 SB0259.and adjusted by the National Geodetic Survey in June 1991..
 SB0259
 SB0259.The geoid height was determined by GEOID03.
 SB0259
 SB0259.The dynamic height is computed by dividing the NAVD 88
 SB0259.geopotential number by the normal gravity value computed on the
 SB0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0259.degrees latitude (g = 980.6199 gals.).
 SB0259
 SB0259.The modeled gravity was interpolated from observed gravity values.
 SB0259
 SB0259;                    North         East    Units  Estimated Accuracy
 SB0259;SPC WA S     -   179,520.      535,380.      MT  (+/- 180 meters Scaled)
 SB0259
 SB0259                          SUPERSEDED SURVEY CONTROL
 SB0259
 SB0259  NGVD 29 (??/??/92)  327.324  (m)         1073.90   (f) ADJ UNCH    2 0
 SB0259
 SB0259.Superseded values are not recommended for survey control.
 SB0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0259.See file dsdata.txt to determine how the superseded data were derived.
 SB0259
 SB0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT256035(NAD 83)
 SB0259_MARKER: DD = SURVEY DISK
 SB0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0259_SP_SET: STEP
 SB0259_STAMPING: 1074 26 E 1938
 SB0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0259
 SB0259  HISTORY     - Date     Condition        Report By
 SB0259  HISTORY     - 1938     MONUMENTED       USGS
 SB0259  HISTORY     - 1947     GOOD             NGS
 SB0259
 SB0259                          STATION DESCRIPTION
 SB0259
 SB0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0259'3.0 MI W FROM VANTAGE.
 SB0259'3.0 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE WEST END OF VANTAGE
 SB0259'BRIDGE OVER THE COLUMBIA RIVER AT VANTAGE, AT GINKGO STATE PARK, AT
 SB0259'THE NORTHEAST SIDE OF VISTA HOUSE, AT THE EAST CORNER OF STONE STEPS,
 SB0259'SET IN THE TOP OF A PETRIFYED ELM LOG SET IN CONCRETE, AND PROJECTING
 SB0259'1.0 FOOT ABOVE THE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0661 ***********************************************************************
 TR0661  DESIGNATION -  26 J
 TR0661  PID         -  TR0661
 TR0661  STATE/COUNTY-  WA/WHATCOM
 TR0661  USGS QUAD   -  FERNDALE (1994)
 TR0661
 TR0661                         *CURRENT SURVEY CONTROL
 TR0661  ___________________________________________________________________
 TR0661* NAD 83(1986)-  48 50 41.     (N)    122 35 16.     (W)     SCALED    
 TR0661* NAVD 88     -         9.688  (meters)      31.78   (feet)  POSTED    
 TR0661  ___________________________________________________________________
 TR0661  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 TR0661  DYNAMIC HT  -           9.690 (meters)      31.79  (feet)  COMP
 TR0661  MODELED GRAV-     980,888.5   (mgal)                       NAVD 88
 TR0661
 TR0661  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TR0661
 TR0661.The horizontal coordinates were scaled from a topographic map and have
 TR0661.an estimated accuracy of +/- 6 seconds.
 TR0661
 TR0661.The orthometric height was determined by differential leveling
 TR0661.and adjusted by the National Geodetic Survey in 1992..
 TR0661.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TR0661.rate of 0.0 thru 1.0 mm/km.
 TR0661
 TR0661.The geoid height was determined by GEOID03.
 TR0661
 TR0661.The dynamic height is computed by dividing the NAVD 88
 TR0661.geopotential number by the normal gravity value computed on the
 TR0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0661.degrees latitude (g = 980.6199 gals.).
 TR0661
 TR0661.The modeled gravity was interpolated from observed gravity values.
 TR0661
 TR0661;                    North         East    Units  Estimated Accuracy
 TR0661;SPC WA N     -   206,580.      371,230.      MT  (+/- 180 meters Scaled)
 TR0661
 TR0661                          SUPERSEDED SURVEY CONTROL
 TR0661
 TR0661.No superseded survey control is available for this station.
 TR0661
 TR0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV302102(NAD 83)
 TR0661_MARKER: P = PIPE CAP
 TR0661_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TR0661_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TR0661_STAMPING: 26 J
 TR0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0661
 TR0661  HISTORY     - Date     Condition        Report By
 TR0661  HISTORY     - UNK      MONUMENTED       USGS
 TR0661  HISTORY     - 1935     GOOD             NGS
 TR0661  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 TR0661
 TR0661                          STATION DESCRIPTION
 TR0661
 TR0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TR0661'IN FERNDALE.
 TR0661'AT FERNDALE, WHATCOM COUNTY, AT THE SOUTH EDGE OF TOWN, AT THE
 TR0661'SOUTHEAST END OF THE COUNTY HIGHWAY BRIDGE OVER THE NOOKSACK RIVER,
 TR0661'ABOUT 160 FEET SOUTHWEST OF THE GREAT NORTHERN RAILWAY TRACKS, IN THE
 TR0661'MIDDLE OF THE CONCRETE PAVEMENT AND 18 FEET SOUTHEAST OF THE SOUTHEAST
 TR0661'END OF THE APPROACH SPAN.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TR0661'CAP, STAMPED 26J, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE AND
 TR0661'ENCASED IN A CAST IRON BOX WITH COVER, AND 7 INCHES BELOW THE LEVEL OF
 TR0661'THE CONCRETE PAVEMENT.
 TR0661
 TR0661                          STATION RECOVERY (1949)
 TR0661
 TR0661'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 TR0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1327 ***********************************************************************
 RZ1327  DESIGNATION -  26 LEG
 RZ1327  PID         -  RZ1327
 RZ1327  STATE/COUNTY-  WA/WHITMAN
 RZ1327  USGS QUAD   -  LA CROSSE WEST (1981)
 RZ1327
 RZ1327                         *CURRENT SURVEY CONTROL
 RZ1327  ___________________________________________________________________
 RZ1327* NAD 83(1986)-  46 45 52.     (N)    117 58 48.     (W)     SCALED    
 RZ1327* NAVD 88     -       395.039  (meters)    1296.06   (feet)  ADJUSTED  
 RZ1327  ___________________________________________________________________
 RZ1327  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 RZ1327  DYNAMIC HT  -         395.045 (meters)    1296.08  (feet)  COMP
 RZ1327  MODELED GRAV-     980,619.3   (mgal)                       NAVD 88
 RZ1327
 RZ1327  VERT ORDER  -  SECOND    CLASS 0
 RZ1327
 RZ1327.The horizontal coordinates were scaled from a topographic map and have
 RZ1327.an estimated accuracy of +/- 6 seconds.
 RZ1327
 RZ1327.The orthometric height was determined by differential leveling
 RZ1327.and adjusted by the National Geodetic Survey in June 1991..
 RZ1327
 RZ1327.The geoid height was determined by GEOID03.
 RZ1327
 RZ1327.The dynamic height is computed by dividing the NAVD 88
 RZ1327.geopotential number by the normal gravity value computed on the
 RZ1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1327.degrees latitude (g = 980.6199 gals.).
 RZ1327
 RZ1327.The modeled gravity was interpolated from observed gravity values.
 RZ1327
 RZ1327;                    North         East    Units  Estimated Accuracy
 RZ1327;SPC WA S     -   162,140.      692,450.      MT  (+/- 180 meters Scaled)
 RZ1327
 RZ1327                          SUPERSEDED SURVEY CONTROL
 RZ1327
 RZ1327  NGVD 29 (??/??/92)  394.027  (m)         1292.74   (f) ADJ UNCH    2 0
 RZ1327
 RZ1327.Superseded values are not recommended for survey control.
 RZ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1327.See file dsdata.txt to determine how the superseded data were derived.
 RZ1327
 RZ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM251794(NAD 83)
 RZ1327_MARKER: DB = BENCH MARK DISK
 RZ1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1327_STAMPING: 26 LEG 1947
 RZ1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1327+STABILITY: SURFACE MOTION
 RZ1327
 RZ1327  HISTORY     - Date     Condition        Report By
 RZ1327  HISTORY     - 1947     MONUMENTED       CGS
 RZ1327  HISTORY     - 1968     GOOD             NGS
 RZ1327
 RZ1327                          STATION DESCRIPTION
 RZ1327
 RZ1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1327'5.95 MI SW FROM LA CROSSE.
 RZ1327'3.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD AND AN ASPHALT
 RZ1327'ROAD FROM THE STATION AT LA CROSSE, THENCE 2.6 MILES SOUTHWEST ALONG
 RZ1327'STATE HIGHWAY 26, 0.35 MILE SOUTHWEST OF MILEPOST 101, 29 FEET
 RZ1327'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 174 FEET SOUTHWEST OF THE
 RZ1327'CENTER LINE OF A DRIVEWAY NORTHWEST, 160 FEET SOUTHWEST OF POWER POLE
 RZ1327'471062 BEARING A TRANSFORMER, 92 FEET NORTH AND ACROSS THE HIGHWAY
 RZ1327'FROM TELEPHONE POLE 547, 0.5 FOOT NORTHEAST OF A WITNESS POST, ABOUT 2
 RZ1327'1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RZ1327'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0784 ***********************************************************************
 SV0784  DESIGNATION -  2600 S USGS
 SV0784  PID         -  SV0784
 SV0784  STATE/COUNTY-  WA/SPOKANE
 SV0784  USGS QUAD   -  FREEMAN (1973)
 SV0784
 SV0784                         *CURRENT SURVEY CONTROL
 SV0784  ___________________________________________________________________
 SV0784* NAD 83(1986)-  47 30 25.     (N)    117 09 11.     (W)     SCALED    
 SV0784* NAVD 88     -       793.236  (meters)    2602.48   (feet)  ADJUSTED  
 SV0784  ___________________________________________________________________
 SV0784  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 SV0784  DYNAMIC HT  -         793.253 (meters)    2602.53  (feet)  COMP
 SV0784  MODELED GRAV-     980,607.0   (mgal)                       NAVD 88
 SV0784
 SV0784  VERT ORDER  -  FIRST     CLASS II
 SV0784
 SV0784.The horizontal coordinates were scaled from a topographic map and have
 SV0784.an estimated accuracy of +/- 6 seconds.
 SV0784
 SV0784.The orthometric height was determined by differential leveling
 SV0784.and adjusted by the National Geodetic Survey in June 1991..
 SV0784.WARNING-Repeat measurements at this control monument indicate possible
 SV0784.vertical movement.
 SV0784
 SV0784.The geoid height was determined by GEOID03.
 SV0784
 SV0784.The dynamic height is computed by dividing the NAVD 88
 SV0784.geopotential number by the normal gravity value computed on the
 SV0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0784.degrees latitude (g = 980.6199 gals.).
 SV0784
 SV0784.The modeled gravity was interpolated from observed gravity values.
 SV0784
 SV0784;                    North         East    Units  Estimated Accuracy
 SV0784;SPC WA N     -    62,990.      777,140.      MT  (+/- 180 meters Scaled)
 SV0784
 SV0784                          SUPERSEDED SURVEY CONTROL
 SV0784
 SV0784  NGVD 29 (??/??/92)  792.034  (m)         2598.53   (f) ADJ UNCH    1 2
 SV0784
 SV0784.Superseded values are not recommended for survey control.
 SV0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0784.See file dsdata.txt to determine how the superseded data were derived.
 SV0784
 SV0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN884615(NAD 83)
 SV0784_MARKER: P = PIPE CAP
 SV0784_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0784_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0784_STAMPING: 2601.33 2600 S
 SV0784_MARK LOGO: USGS  
 SV0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0784
 SV0784  HISTORY     - Date     Condition        Report By
 SV0784  HISTORY     - UNK      MONUMENTED       USGS
 SV0784  HISTORY     - 1965     GOOD             NGS
 SV0784  HISTORY     - 1980     POOR             NGS
 SV0784
 SV0784                          STATION DESCRIPTION
 SV0784
 SV0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0784'6.3 MI NW FROM ROCKFORD.
 SV0784'THE MARK IS 70 FEET EAST OF BENCH MARK N 35, 66 FEET SOUTH OF THE
 SV0784'SOUTH RAIL OF THE RAILROAD AND ON THE EAST SIDE OF THE GRAVEL ROAD.
 SV0784'THE PIPE PROJECTS 2 1/2 FEET.
 SV0784
 SV0784                          STATION RECOVERY (1980)
 SV0784
 SV0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0784'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-WILL BE SPURRED
 SV0784'TO FROM BENCH MARK N 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0791 ***********************************************************************
 SY0791  DESIGNATION -  260.2 USGS
 SY0791  PID         -  SY0791
 SY0791  STATE/COUNTY-  WA/MASON
 SY0791  USGS QUAD   -  MASON LAKE (1994)
 SY0791
 SY0791                         *CURRENT SURVEY CONTROL
 SY0791  ___________________________________________________________________
 SY0791* NAD 83(1986)-  47 19 27.     (N)    122 53 44.     (W)     SCALED    
 SY0791* NAVD 88     -        80.377  (meters)     263.70   (feet)  POSTED    
 SY0791  ___________________________________________________________________
 SY0791  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 SY0791  DYNAMIC HT  -          80.390 (meters)     263.75  (feet)  COMP
 SY0791  MODELED GRAV-     980,765.6   (mgal)                       NAVD 88
 SY0791
 SY0791  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0791
 SY0791.The horizontal coordinates were scaled from a topographic map and have
 SY0791.an estimated accuracy of +/- 6 seconds.
 SY0791
 SY0791.The orthometric height was determined by differential leveling
 SY0791.and adjusted by the National Geodetic Survey in 1992..
 SY0791.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0791.rate of 0.0 thru 1.0 mm/km.
 SY0791
 SY0791.The geoid height was determined by GEOID03.
 SY0791
 SY0791.The dynamic height is computed by dividing the NAVD 88
 SY0791.geopotential number by the normal gravity value computed on the
 SY0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0791.degrees latitude (g = 980.6199 gals.).
 SY0791
 SY0791.The modeled gravity was interpolated from observed gravity values.
 SY0791
 SY0791;                    North         East    Units  Estimated Accuracy
 SY0791;SPC WA S     -   224,040.      318,940.      MT  (+/- 180 meters Scaled)
 SY0791
 SY0791                          SUPERSEDED SURVEY CONTROL
 SY0791
 SY0791  NGVD 29 (??/??/??)   79.312  (m)          260.21   (f) ADJUSTED    1 2
 SY0791
 SY0791.Superseded values are not recommended for survey control.
 SY0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0791.See file dsdata.txt to determine how the superseded data were derived.
 SY0791
 SY0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET078411(NAD 83)
 SY0791_MARKER: N = NAIL
 SY0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0791_SP_SET: FIR TREE
 SY0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0791
 SY0791  HISTORY     - Date     Condition        Report By
 SY0791  HISTORY     - UNK      MONUMENTED       USGS
 SY0791  HISTORY     - 1944     GOOD             CGS
 SY0791
 SY0791                          STATION DESCRIPTION
 SY0791
 SY0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0791'5.7 MI SW FROM ALLYN.
 SY0791'5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY0791'ALLYN, MASON COUNTY, NEAR THE NORTHEAST END OF A CURVE FROM WEST TO
 SY0791'NORTHEAST, 28.6 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT A
 SY0791'6-INCH FIR TREE, AND IN THE ROOT ON THE SOUTHEAST SIDE BELOW A
 SY0791'TRIANGULAR BLAZE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 SY0791'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4317 ***********************************************************************
 RD4317  DESIGNATION -  2611
 RD4317  PID         -  RD4317
 RD4317  STATE/COUNTY-  WA/CLARK
 RD4317  USGS QUAD   -  VANCOUVER (1990)
 RD4317
 RD4317                         *CURRENT SURVEY CONTROL
 RD4317  ___________________________________________________________________
 RD4317* NAD 83(1986)-  45 38 28.     (N)    122 41 57.     (W)     SCALED    
 RD4317* NAVD 88     -        11.43   (meters)      37.5    (feet)  N HEIGHT  
 RD4317  ___________________________________________________________________
 RD4317  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD4317  DYNAMIC HT  -          11.43  (meters)      37.5   (feet)  COMP
 RD4317  MODELED GRAV-     980,627.0   (mgal)                       NAVD 88
 RD4317
 RD4317  VERT ORDER  -  THIRD
 RD4317
 RD4317.The horizontal coordinates were scaled from a topographic map and have
 RD4317.an estimated accuracy of +/- 6 seconds.
 RD4317
 RD4317.The orthometric height was determined by differential leveling
 RD4317.and adjusted by the National Geodetic Survey in October 1996..
 RD4317.The height was determined by precise leveling from only one NSRS
 RD4317.bench mark.  This was not adequate "tie leveling" to NSRS and was
 RD4317.allowed ONLY to validate the GPS-derived height.
 RD4317
 RD4317.The geoid height was determined by GEOID03.
 RD4317
 RD4317.The dynamic height is computed by dividing the NAVD 88
 RD4317.geopotential number by the normal gravity value computed on the
 RD4317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4317.degrees latitude (g = 980.6199 gals.).
 RD4317
 RD4317.The modeled gravity was interpolated from observed gravity values.
 RD4317
 RD4317;                    North         East    Units  Estimated Accuracy
 RD4317;SPC WA S     -    36,600.      328,560.      MT  (+/- 180 meters Scaled)
 RD4317
 RD4317                          SUPERSEDED SURVEY CONTROL
 RD4317
 RD4317.No superseded survey control is available for this station.
 RD4317
 RD4317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER234542(NAD 83)
 RD4317_MARKER: DB = BENCH MARK DISK
 RD4317_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4317_SP_SET: PREFAB CONC. POST IN EARTH
 RD4317_STAMPING: BM 2611 1989
 RD4317_MARK LOGO: WADT  
 RD4317_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4317+SATELLITE: SATELLITE OBSERVATIONS - 1989
 RD4317
 RD4317  HISTORY     - Date     Condition        Report By
 RD4317  HISTORY     - 1989     MONUMENTED       WA-011
 RD4317  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 RD4317
 RD4317                          STATION DESCRIPTION
 RD4317
 RD4317'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4317'IN CITY OF VANCOUVER, ALONG LOWER RIVER ROAD (SR 501), APPROX. 80 FEET
 RD4317'NW OF INTERSECTION WITH WEST 26TH STREET, IN TOP EDGE OF FILL ON
 RD4317'SOUTH SIDE LOWER RIVER ROAD, 84.6 FT (25.8 M) SW OF STRAIN POLE
 RD4317'MARKED NUMBER 26427 BEHIND DRIVEWAY RADIUS, 71.5 FT (21.8 M) WEST OF
 RD4317'POWER POLE NUMBER 11098 IN WEST RADIUS OF WEST 26TH STREET, 50.3 FT
 RD4317'(15.3 M) SOUTH OF NORTHWEST NATURAL GAS STAND PIPE, SET CONCRETE
 RD4317'MONUMENT WITH BRASS DISK. SET STEEL POST AND SIGN BY POINT.DATUM
 RD4317'POINT IS TOP OF 3/16 INCH DIAMETER DOMED BRASS SCREW HEAD SET IN
 RD4317'CENTER OF 2 INCH FLAT DISK.
 RD4317
 RD4317                          STATION RECOVERY (2004)
 RD4317
 RD4317'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD4317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1648 ***********************************************************************
 SX1648  DESIGNATION -  2621L13
 SX1648  PID         -  SX1648
 SX1648  STATE/COUNTY-  WA/DOUGLAS
 SX1648  USGS QUAD   -  WINESAP (1987)
 SX1648
 SX1648                         *CURRENT SURVEY CONTROL
 SX1648  ___________________________________________________________________
 SX1648* NAD 83(1998)-  47 45 04.02984(N)    120 11 51.23104(W)     ADJUSTED  
 SX1648* NAVD 88     -       240.1    (meters)     788.     (feet)  GPS OBS   
 SX1648  ___________________________________________________________________
 SX1648  X           -  -2,161,012.395 (meters)                     COMP
 SX1648  Y           -  -3,713,354.163 (meters)                     COMP
 SX1648  Z           -   4,698,478.769 (meters)                     COMP
 SX1648  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 SX1648  ELLIP HEIGHT-         220.97  (meters)          (07/05/01) GPS OBS
 SX1648  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 SX1648
 SX1648  HORZ ORDER  -  FIRST
 SX1648  ELLP ORDER  -  FOURTH    CLASS II
 SX1648
 SX1648.The horizontal coordinates were established by GPS observations
 SX1648.and adjusted by the National Geodetic Survey in July 2001..
 SX1648.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1648.DATUM ITEM on the data sheet items page.
 SX1648
 SX1648.The orthometric height was determined by GPS observations and a
 SX1648.high-resolution geoid model.
 SX1648
 SX1648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1648
 SX1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1648
 SX1648.The ellipsoidal height was determined by GPS observations
 SX1648.and is referenced to NAD 83.
 SX1648
 SX1648.The geoid height was determined by GEOID03.
 SX1648
 SX1648;                    North         East     Units Scale Factor Converg.
 SX1648;SPC WA N     -    83,707.706   547,669.919   MT  0.99996263   +0 28 24.0
 SX1648;SPC WA N     -   274,631.03  1,796,813.73   sFT  0.99996263   +0 28 24.0
 SX1648;UTM  10      - 5,292,442.671   710,044.646   MT  1.00014218   +2 04 30.7
 SX1648
 SX1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1648!SPC WA N     -   0.99996537  x   0.99996263  =   0.99992800
 SX1648!UTM  10      -   0.99996537  x   1.00014218  =   1.00010754
 SX1648
 SX1648                          SUPERSEDED SURVEY CONTROL
 SX1648
 SX1648  NAD 83(1991)-  47 45 04.02869(N)    120 11 51.23180(W) AD(       ) 1
 SX1648  ELLIP H (01/21/94)  221.10   (m)                       GP(       ) 4 1
 SX1648
 SX1648.Superseded values are not recommended for survey control.
 SX1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1648.See file dsdata.txt to determine how the superseded data were derived.
 SX1648
 SX1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1004592443(NAD 83)
 SX1648_MARKER: DR = REFERENCE MARK DISK
 SX1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1648_SP_SET: CONCRETE POST
 SX1648_STAMPING: T26N R21E WM 1/4 S15 S16 HHD 159
 SX1648_MARK LOGO: NONE  
 SX1648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1648+STABILITY: POSITION/ELEVATION WELL
 SX1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1648+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1993
 SX1648
 SX1648  HISTORY     - Date     Condition        Report By
 SX1648  HISTORY     - 1959     MONUMENTED       HHAA
 SX1648  HISTORY     - 19930502 GOOD             DCPW
 SX1648
 SX1648                          STATION DESCRIPTION
 SX1648
 SX1648'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1648'THE STATION IS APPROXIMATELY 5.5 MI (8.9 KM) NORTH OF ENTIAT, WA, 11
 SX1648'MI (17.7 KM) SW OF CHELAN, WA, AND 9 MI (14.5 KM) NW OF WATERVILLE,
 SX1648'WA, AT THE WEST 1/4 OF SECTION 15, T26N, R21E, WM, DOUGLAS COUNTY,
 SX1648'WA.
 SX1648'TO REACH STATION FROM THE POST OFFICE IN ORONDO, WA, DRIVE WEST ALONG
 SX1648'HIGHWAY 2 0.09 MI (0.14 KM) TO THE JUNCTION OF HIGHWAY 97. CONTINUE
 SX1648'NORTH ALONG HIGHWAY 97 11.1 MI (17.9 KM) TO THE INTERSECTION OF
 SX1648'WEIMER ROAD TO THE WEST. CONTINUE WESTERLY ALONG WEIMER ROAD 0.7 MI
 SX1648'(1.1 KM) TO THE INTERSECTION OF SILVEST ROAD TO THE NORTH. CONTINUE
 SX1648'WEST (STRAIGHT) AND NORTH ALONG WEIMER ROAD 0.4 MI (0.6 KM) TO THE
 SX1648'STATION 48 FT (14.6 M) WEST OF THE CENTERLINE OF WEIMER ROAD, 50 FT
 SX1648'(15.2 M) NORTH OF AN INTERSECTION OF AN ORCHARD ROAD TO THE
 SX1648'NORTHWEST, 13 FT (4.0 M) EAST OF THE CENTERLINE OF THE ORCHARD ROAD,
 SX1648'AND 1 FT (0.3 M) N56E OF AN ORANGE CARSONITE WITNESS POST.
 SX1648'THE STATION IS A 3.5 INCH COUNTY REFERENCE MARK BRASS CAP STAMPED
 SX1648'-T26N R21E WM 1/4 S15 S16 HHD 159- SET IN THE TOP OF A 6 INCH
 SX1648'DIAMETER CONCRETE CYLINDER, AND PROJECTING 0.1 FT (0.0 M) ABOVE THE
 SX1648'SURROUNDING DIRT SURFACE. MONUMENT WAS REINFORCED WITH A MASS OF
 SX1648'CONCRETE BY DOUGLAS COUNTY PUBLIC WORKS.
 SX1648'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1648'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1649 ***********************************************************************
 SX1649  DESIGNATION -  2621N21
 SX1649  PID         -  SX1649
 SX1649  STATE/COUNTY-  WA/DOUGLAS
 SX1649  USGS QUAD   -  ENTIAT (1987)
 SX1649
 SX1649                         *CURRENT SURVEY CONTROL
 SX1649  ___________________________________________________________________
 SX1649* NAD 83(1998)-  47 44 37.82697(N)    120 09 16.11069(W)     ADJUSTED  
 SX1649* NAVD 88     -       440.6    (meters)    1446.     (feet)  GPS OBS   
 SX1649  ___________________________________________________________________
 SX1649  X           -  -2,158,587.818 (meters)                     COMP
 SX1649  Y           -  -3,715,612.840 (meters)                     COMP
 SX1649  Z           -   4,698,082.996 (meters)                     COMP
 SX1649  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 SX1649  ELLIP HEIGHT-         421.47  (meters)          (07/05/01) GPS OBS
 SX1649  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 SX1649
 SX1649  HORZ ORDER  -  FIRST
 SX1649  ELLP ORDER  -  FOURTH    CLASS II
 SX1649
 SX1649.The horizontal coordinates were established by GPS observations
 SX1649.and adjusted by the National Geodetic Survey in July 2001..
 SX1649.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1649.DATUM ITEM on the data sheet items page.
 SX1649
 SX1649.The orthometric height was determined by GPS observations and a
 SX1649.high-resolution geoid model.
 SX1649
 SX1649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1649
 SX1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1649
 SX1649.The ellipsoidal height was determined by GPS observations
 SX1649.and is referenced to NAD 83.
 SX1649
 SX1649.The geoid height was determined by GEOID03.
 SX1649
 SX1649;                    North         East     Units Scale Factor Converg.
 SX1649;SPC WA N     -    82,926.092   550,907.785   MT  0.99996345   +0 30 19.5
 SX1649;SPC WA N     -   272,066.69  1,807,436.62   sFT  0.99996345   +0 30 19.5
 SX1649;UTM  10      - 5,291,751.733   713,303.705   MT  1.00015913   +2 06 24.8
 SX1649
 SX1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1649!SPC WA N     -   0.99993394  x   0.99996345  =   0.99989740
 SX1649!UTM  10      -   0.99993394  x   1.00015913  =   1.00009306
 SX1649
 SX1649                          SUPERSEDED SURVEY CONTROL
 SX1649
 SX1649  NAD 83(1991)-  47 44 37.82583(N)    120 09 16.11145(W) AD(       ) 1
 SX1649  ELLIP H (01/21/94)  421.60   (m)                       GP(       ) 4 1
 SX1649
 SX1649.Superseded values are not recommended for survey control.
 SX1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1649.See file dsdata.txt to determine how the superseded data were derived.
 SX1649
 SX1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1330491752(NAD 83)
 SX1649_MARKER: DR = REFERENCE MARK DISK
 SX1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1649_SP_SET: CONCRETE POST
 SX1649_STAMPING: S14 S13 S23 S24
 SX1649_MARK LOGO: WA-017
 SX1649_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1649+STABILITY: POSITION/ELEVATION WELL
 SX1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1649+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1993
 SX1649
 SX1649  HISTORY     - Date     Condition        Report By
 SX1649  HISTORY     - UNK      MONUMENTED       DCENG
 SX1649  HISTORY     - 19930428 GOOD             DCPW
 SX1649
 SX1649                          STATION DESCRIPTION
 SX1649
 SX1649'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1649'THE STATION IS APPROXIMATELY 9.5 MI (15.3 KM) SW OF CHELAN, WA, 7.5 MI
 SX1649'(12.1 KM) NW OF WATERVILLE, WA, AND 6 MI (9.7 KM) NNE OF ENTIAT, WA,
 SX1649'AT THE CORNER OF SECTIONS 14, 13, 23, AND 24, T26N, R21E, WM, DOUGLAS
 SX1649'COUNTY, WA.
 SX1649'TO REACH STATION FROM THE POST OFFICE IN ORONDO, WA, DRIVE WEST ALONG
 SX1649'HIGHWAY 2 FOR 0.09 MI (0.14 KM) TO INTERSECTION OF HIGHWAY 97.
 SX1649'CONTINUE NORTH ALONG HIGHWAY 97 10.9 MI (17.5 KM) TO THE INTERSECTION
 SX1649'OF BRAY S ROAD TO THE EAST. CONTINUE NE ON BRAY S ROAD 0.93 MI
 SX1649'(1.50 KM) TO INTERSECTION OF SINGLETON ROAD TO THE EAST. CONTINUE
 SX1649'EAST ON SINGLETON ROAD 0.29 MI (0.47 KM) TO THE INTERSECTION OF
 SX1649'HIGGINS ROAD TO THE SOUTH. CONTINUE SOUTH ON HIGGINS ROAD 0.7 MI
 SX1649'(1.1 KM) TO A SHARP CORNER TO THE EAST AND INTERSECTION OF A N-S DIRT
 SX1649'ROAD. THE STATION IS APPROXIMATELY 80 FT (24.4 M) SOUTH IN THE
 SX1649'CENTERLINE OF DIRT ROAD, APPROXIMATELY 200 FT (61.0 M) NORTH OF A
 SX1649'LARGE ORANGE AND WHITE WATER TOWER, AND 11.4 FT (3.5 M) N84W OF A
 SX1649'STEEL FENCE POST WITH A YELLOW WITNESS SIGN.
 SX1649'THE STATION IS A 3 INCH DOUGLAS COUNTY BRASS CAP STAMPED -S13 S14 S23
 SX1649'S24- SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER, IN A
 SX1649'DOUGLAS COUNTY ENGINEER MONUMENT CASE. MONUMENT CASE IS FLUSH WITH
 SX1649'SURROUNDING DIRT ROAD, AND MONUMENT IS 0.1 FT (0.0 M) BELOW GRADE OF
 SX1649'ROAD.
 SX1649'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1649'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0838 ***********************************************************************
 TR0838  DESIGNATION -  262.20
 TR0838  PID         -  TR0838
 TR0838  STATE/COUNTY-  WA/CLALLAM
 TR0838  USGS QUAD   -  CARLSBORG (1985)
 TR0838
 TR0838                         *CURRENT SURVEY CONTROL
 TR0838  ___________________________________________________________________
 TR0838* NAD 83(1986)-  48 04 32.     (N)    123 09 00.     (W)     SCALED    
 TR0838* NAVD 88     -        81.074  (meters)     265.99   (feet)  ADJUSTED  
 TR0838  ___________________________________________________________________
 TR0838  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 TR0838  DYNAMIC HT  -          81.092 (meters)     266.05  (feet)  COMP
 TR0838  MODELED GRAV-     980,831.2   (mgal)                       NAVD 88
 TR0838
 TR0838  VERT ORDER  -  FIRST     CLASS I
 TR0838
 TR0838.The horizontal coordinates were scaled from a topographic map and have
 TR0838.an estimated accuracy of +/- 6 seconds.
 TR0838
 TR0838.The orthometric height was determined by differential leveling
 TR0838.and adjusted by the National Geodetic Survey in June 1991..
 TR0838
 TR0838.The geoid height was determined by GEOID03.
 TR0838
 TR0838.The dynamic height is computed by dividing the NAVD 88
 TR0838.geopotential number by the normal gravity value computed on the
 TR0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0838.degrees latitude (g = 980.6199 gals.).
 TR0838
 TR0838.The modeled gravity was interpolated from observed gravity values.
 TR0838
 TR0838;                    North         East    Units  Estimated Accuracy
 TR0838;SPC WA N     -   122,180.      327,410.      MT  (+/- 180 meters Scaled)
 TR0838
 TR0838                          SUPERSEDED SURVEY CONTROL
 TR0838
 TR0838  NGVD 29 (??/??/??)   79.936  (m)          262.26   (f) ADJUSTED    1 1
 TR0838
 TR0838.Superseded values are not recommended for survey control.
 TR0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0838.See file dsdata.txt to determine how the superseded data were derived.
 TR0838
 TR0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU888247(NAD 83)
 TR0838_MARKER: DD = SURVEY DISK
 TR0838_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TR0838_SP_SET: PIER
 TR0838_STAMPING: ELEV  262.20
 TR0838_MARK LOGO: LOCENG
 TR0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0838+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1989
 TR0838
 TR0838  HISTORY     - Date     Condition        Report By
 TR0838  HISTORY     - UNK      MONUMENTED       LOCENG
 TR0838  HISTORY     - 1974     GOOD             NGS
 TR0838  HISTORY     - 19890519 GOOD             WADT
 TR0838  HISTORY     - 20030425 MARK NOT FOUND   USPSQD
 TR0838
 TR0838                          STATION DESCRIPTION
 TR0838
 TR0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0838'2.3 MI W FROM SEQUIM.
 TR0838'2.3 MILES WEST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF SEQUIM
 TR0838'AVENUE AT SEQUIM, AT A STEEL TRUSS BRIDGE OVER THE DUNGENESS RIVER, 16
 TR0838'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTH
 TR0838'END OF THE 1ST CONCRETE SUPPORT PIER WEST OF THE EAST END OF THE
 TR0838'BRIDGE, 0.7 FOOT NORTH OF THE SOUTH EDGE OF THE PIER, 0.9 FOOT WEST OF
 TR0838'THE EAST EDGE OF THE PIER, 1.0 FOOT SOUTHEAST OF THE SOUTHEAST CORNER
 TR0838'OF THE SOUTHEAST BASE PLATE OF THE STEEL TRUSS, AND ABOUT 6 FEET LOWER
 TR0838'THAN THE HIGHWAY.  SECTION 23, T 30N, R 4W.
 TR0838
 TR0838                          STATION RECOVERY (1989)
 TR0838
 TR0838'RECOVERY NOTE BY WA DEPT OF TRANSP 1989
 TR0838'RECOVERED IN GOOD CONDITION.
 TR0838
 TR0838                          STATION RECOVERY (2003)
 TR0838
 TR0838'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 TR0838'STEEL TRUSS BRIDGE REPLACED WITH FOUR LANE CONCRETE BRIDGE. MARKER
 TR0838'PROBABLY NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1633 ***********************************************************************
 SW1633  DESIGNATION -  2623E13
 SW1633  PID         -  SW1633
 SW1633  STATE/COUNTY-  WA/DOUGLAS
 SW1633  USGS QUAD   -  CHELAN FALLS (1981)
 SW1633
 SW1633                         *CURRENT SURVEY CONTROL
 SW1633  ___________________________________________________________________
 SW1633* NAD 83(1998)-  47 46 20.41974(N)    119 56 33.62539(W)     ADJUSTED  
 SW1633* NAVD 88     -       908.2    (meters)    2980.     (feet)  GPS OBS   
 SW1633  ___________________________________________________________________
 SW1633  X           -  -2,143,823.803 (meters)                     COMP
 SW1633  Y           -  -3,721,806.507 (meters)                     COMP
 SW1633  Z           -   4,700,559.515 (meters)                     COMP
 SW1633  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 SW1633  ELLIP HEIGHT-         889.10  (meters)          (07/05/01) GPS OBS
 SW1633  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 SW1633
 SW1633  HORZ ORDER  -  FIRST
 SW1633  ELLP ORDER  -  FOURTH    CLASS II
 SW1633
 SW1633.The horizontal coordinates were established by GPS observations
 SW1633.and adjusted by the National Geodetic Survey in July 2001..
 SW1633.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1633.DATUM ITEM on the data sheet items page.
 SW1633
 SW1633.The orthometric height was determined by GPS observations and a
 SW1633.high-resolution geoid model.
 SW1633
 SW1633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1633
 SW1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1633
 SW1633.The ellipsoidal height was determined by GPS observations
 SW1633.and is referenced to NAD 83.
 SW1633
 SW1633.The geoid height was determined by GEOID03.
 SW1633
 SW1633;                    North         East     Units Scale Factor Converg.
 SW1633;SPC WA N     -    86,256.291   566,753.549   MT  0.99996035   +0 39 47.2
 SW1633;SPC WA N     -   282,992.51  1,859,423.94   sFT  0.99996035   +0 39 47.2
 SW1633;UTM  11      - 5,295,191.102   279,535.021   MT  1.00019731   -2 10 47.5
 SW1633;UTM  10      - 5,295,524.416   729,053.974   MT  1.00024476   +2 15 53.5
 SW1633
 SW1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1633!SPC WA N     -   0.99986067  x   0.99996035  =   0.99982102
 SW1633!UTM  11      -   0.99986067  x   1.00019731  =   1.00005795
 SW1633!UTM  10      -   0.99986067  x   1.00024476  =   1.00010539
 SW1633
 SW1633                          SUPERSEDED SURVEY CONTROL
 SW1633
 SW1633  NAD 83(1991)-  47 46 20.41847(N)    119 56 33.62574(W) AD(       ) 1
 SW1633  ELLIP H (01/21/94)  889.23   (m)                       GP(       ) 4 1
 SW1633
 SW1633.Superseded values are not recommended for survey control.
 SW1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1633.See file dsdata.txt to determine how the superseded data were derived.
 SW1633
 SW1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN7953595191(NAD 83)
 SW1633_MARKER: A = ALUMINUM MARKER
 SW1633_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW1633_SP_SET: METAL PIPE IN CONCRETE
 SW1633_STAMPING: T26N R23E GPS 92 SEC 4 3 9 10
 SW1633_MARK LOGO: WA-017
 SW1633_PROJECTION: RECESSED 61 CENTIMETERS
 SW1633_MAGNETIC: P = MARKER IS A STEEL PIPE
 SW1633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1633+STABILITY: POSITION/ELEVATION WELL
 SW1633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1633+SATELLITE: SATELLITE OBSERVATIONS - 1993
 SW1633_ROD/PIPE-DEPTH: 1.52 meters
 SW1633
 SW1633  HISTORY     - Date     Condition        Report By
 SW1633  HISTORY     - 1993     MONUMENTED       DCPW
 SW1633
 SW1633                          STATION DESCRIPTION
 SW1633
 SW1633'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1633'THE STATION IS APPROXIMATELY 5 MI (8.0 KM) SSE OF CHELAN, WA, 14 MI
 SW1633'(22.5 KM) NE OF ENTIAT, WA, AND 14.5 MI (23.3 KM) WSW OF MANSFIELD,
 SW1633'WA, AT THE CORNER TO SECTIONS 4, 3, 9, AND 10, T26N, R23E, WM,
 SW1633'DOUGLAS COUNTY, WA.
 SW1633'TO REACH STATION FROM THE COURTHOUSE IN WATERVILLE, WA, DRIVE WEST
 SW1633'ALONG BIRCH STREET 0.19 MI (0.31 KM) TO THE INTERSECTION OF CHELAN
 SW1633'AVE TO THE NORTH. CONTINUE NORTH ALONG THE OIL ROAD 6.25 MI
 SW1633'(10.06 KM) TO A POINT WHERE THE ROAD CURVES TO THE EAST INTO 8-NW.
 SW1633'CONTINUE EAST ALONG 8-NW 5.5 MI (8.9 KM) TO THE INTERSECTION OF I-NW,
 SW1633'A DIRT ROAD TO THE NORTH. CONTINUE NORTH ALONG I-NW 3.0 MI (4.8 KM)
 SW1633'TO THE INTERSECTION OF 11-NW, A DIRT ROAD TO THE EAST, AND THE STATION
 SW1633'50 FT (15.2 M) NW OF THE INTERSECTION, 39 FT (11.9 M) N10E OF THE
 SW1633'STREET INTERSECTION SIGN, AND 4 FT (1.2 M) EAST OF A LAND BOUNDARY
 SW1633'SIGN ON A STEEL POST.
 SW1633'THE STATION IS A 2 INCH DOUGLAS COUNTY ALUMINUM CAP STAMPED -T26N R23E
 SW1633'GPS 92 SEC 4 3 9 10 LS 29272 1993- SET IN THE TOP OF A 1 INCH INSIDE
 SW1633'DIAMETER BY 3 FT (0.9 M) LONG STEEL PIPE, SURROUNDED BY A MASS OF
 SW1633'CONCRETE, SET IN A DOUGLAS COUNTY ENGINEER MONUMENT CASE IN DIRT, AND
 SW1633'RECESSED 2.0 FT (0.6 M) BELOW GRADE OF THE SURROUNDING DIRT SURFACE.
 SW1633'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1633'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1634 ***********************************************************************
 SW1634  DESIGNATION -  2624A13
 SW1634  PID         -  SW1634
 SW1634  STATE/COUNTY-  WA/DOUGLAS
 SW1634  USGS QUAD   -  MUD SPRING (1968)
 SW1634
 SW1634                         *CURRENT SURVEY CONTROL
 SW1634  ___________________________________________________________________
 SW1634* NAD 83(1998)-  47 47 11.91848(N)    119 48 48.59086(W)     ADJUSTED  
 SW1634* NAVD 88     -       824.0    (meters)    2703.     (feet)  GPS OBS   
 SW1634  ___________________________________________________________________
 SW1634  X           -  -2,134,813.479 (meters)                     COMP
 SW1634  Y           -  -3,725,559.094 (meters)                     COMP
 SW1634  Z           -   4,701,566.018 (meters)                     COMP
 SW1634  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 SW1634  ELLIP HEIGHT-         804.76  (meters)          (07/05/01) GPS OBS
 SW1634  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SW1634
 SW1634  HORZ ORDER  -  FIRST
 SW1634  ELLP ORDER  -  FOURTH    CLASS II
 SW1634
 SW1634.The horizontal coordinates were established by GPS observations
 SW1634.and adjusted by the National Geodetic Survey in July 2001..
 SW1634.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1634.DATUM ITEM on the data sheet items page.
 SW1634
 SW1634.The orthometric height was determined by GPS observations and a
 SW1634.high-resolution geoid model.
 SW1634
 SW1634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1634
 SW1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1634
 SW1634.The ellipsoidal height was determined by GPS observations
 SW1634.and is referenced to NAD 83.
 SW1634
 SW1634.The geoid height was determined by GEOID03.
 SW1634
 SW1634;                    North         East     Units Scale Factor Converg.
 SW1634;SPC WA N     -    87,966.801   576,413.501   MT  0.99995888   +0 45 33.4
 SW1634;SPC WA N     -   288,604.41  1,891,116.63   sFT  0.99995888   +0 45 33.4
 SW1634;UTM  11      - 5,296,420.568   289,269.993   MT  1.00014572   -2 05 04.5
 SW1634
 SW1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1634!SPC WA N     -   0.99987388  x   0.99995888  =   0.99983277
 SW1634!UTM  11      -   0.99987388  x   1.00014572  =   1.00001958
 SW1634
 SW1634                          SUPERSEDED SURVEY CONTROL
 SW1634
 SW1634  NAD 83(1991)-  47 47 11.91721(N)    119 48 48.59088(W) AD(       ) 1
 SW1634  ELLIP H (01/21/94)  804.89   (m)                       GP(       ) 4 1
 SW1634
 SW1634.Superseded values are not recommended for survey control.
 SW1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1634.See file dsdata.txt to determine how the superseded data were derived.
 SW1634
 SW1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN8927096421(NAD 83)
 SW1634_MARKER: DD = SURVEY DISK
 SW1634_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW1634_SP_SET: METAL PIPE IN CONCRETE
 SW1634_STAMPING: T26N T27N 33 34 4 3 R24E STA 683+85.91 A.P.
 SW1634_MARK LOGO: WADT  
 SW1634_PROJECTION: RECESSED 5 CENTIMETERS
 SW1634_MAGNETIC: P = MARKER IS A STEEL PIPE
 SW1634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1634+STABILITY: POSITION/ELEVATION WELL
 SW1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1634+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1993
 SW1634_ROD/PIPE-DEPTH: 0.98 meters
 SW1634
 SW1634  HISTORY     - Date     Condition        Report By
 SW1634  HISTORY     - UNK      MONUMENTED       WADT
 SW1634  HISTORY     - 19930510 GOOD             DCPW
 SW1634
 SW1634                          STATION DESCRIPTION
 SW1634
 SW1634'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1634'THE STATION IS APPROXIMATELY 15 MI (24.1 KM) NE OF WATERVILLE, WA, 8
 SW1634'MI (12.9 KM) WSW OF MANSFIELD, WA, AND 27 MI (43.5 KM) NW OF COULEE
 SW1634'CITY, WA, AT THE CORNER TO SECTIONS 33, 34, 4, AND 3, COMMON TO
 SW1634'TOWNSHIPS 26 AND 27 NORTH, R24E, WM, DOUGLAS COUNTY, WA.
 SW1634'TO REACH STATION FROM THE POST OFFICE IN MANSFIELD, WA, DRIVE NW ALONG
 SW1634'MAIN STREET 0.3 MI (0.5 KM) WHERE THE ROAD CURVES TO THE WEST AND
 SW1634'CONTINUES ON AS HIGHWAY 172. CONTINUE WEST AND SOUTH ALONG HIGHWAY
 SW1634'172 9.8 MI (15.8 KM) TO THE INTERSECTION OF C-NW, A DIRT ROAD TO THE
 SW1634'EAST, AND THE STATION IN THE CENTERLINE OF THE OIL, 96 FT (29.3 M)
 SW1634'SOUTH OF MILEPOST 12, AND 53 FT (16.2 M) N62E OF AN ORANGE CARSONITE
 SW1634'WITNESS POST.
 SW1634'THE STATION IS A 3 INCH WADT BRASS CAP STAMPED -T26N T27N 33 34 4 3
 SW1634'R24E STA 683+85.91 A.P.- SET IN THE TOP OF A 2.5 INCH DIAMETER IRON
 SW1634'PIPE, SURROUNDED BY A MASS OF CONCRETE, SET IN A WADT MONUMENT CASE
 SW1634'IN OIL, AND RECESSED 0.2 FT (0.1 M) BELOW GRADE OF THE OIL SURFACE.
 SW1634'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1634'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2391 ***********************************************************************
 SA2391  DESIGNATION -  2625
 SA2391  PID         -  SA2391
 SA2391  STATE/COUNTY-  WA/GRANT
 SA2391  USGS QUAD   -  SMYRNA (1986)
 SA2391
 SA2391                         *CURRENT SURVEY CONTROL
 SA2391  ___________________________________________________________________
 SA2391* NAD 83(1991)-  46 48 48.93910(N)    119 40 16.53458(W)     ADJUSTED  
 SA2391* NAVD 88     -       802.     (meters)    2631.     (feet)  SCALED    
 SA2391  ___________________________________________________________________
 SA2391  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 SA2391  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 SA2391
 SA2391  HORZ ORDER  -  SECOND
 SA2391
 SA2391.The horizontal coordinates were established by classical geodetic methods
 SA2391.and adjusted by the National Geodetic Survey in December 1991..
 SA2391
 SA2391.The orthometric height was scaled from a topographic map.
 SA2391
 SA2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2391
 SA2391.The geoid height was determined by GEOID03.
 SA2391
 SA2391;                    North         East     Units Scale Factor Converg.
 SA2391;SPC WA S     -   164,864.298   563,243.495   MT  0.99992254   +0 36 07.2
 SA2391;SPC WA S     -   540,892.28  1,847,908.03   sFT  0.99992254   +0 36 07.2
 SA2391;UTM  11      - 5,187,914.772   296,215.307   MT  1.00011045   -1 56 54.1
 SA2391
 SA2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2391!SPC WA S     -   0.99987758  x   0.99992254  =   0.99980013
 SA2391!UTM  11      -   0.99987758  x   1.00011045  =   0.99998802
 SA2391
 SA2391                          SUPERSEDED SURVEY CONTROL
 SA2391
 SA2391  NAD 83(1986)-  46 48 48.94810(N)    119 40 16.52303(W) AD(       ) 2
 SA2391  NAD 27      -  46 48 49.46300(N)    119 40 12.40600(W) AD(       ) 2
 SA2391
 SA2391.Superseded values are not recommended for survey control.
 SA2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2391.See file dsdata.txt to determine how the superseded data were derived.
 SA2391
 SA2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9621587915(NAD 83)
 SA2391_MARKER: DD = SURVEY DISK
 SA2391_SETTING: 80 = SET IN A BOULDER
 SA2391_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SA2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2391+STABILITY: SURFACE MOTION
 SA2391
 SA2391  HISTORY     - Date     Condition        Report By
 SA2391  HISTORY     - 1947     MONUMENTED       USGS
 SA2391  HISTORY     - 1967     POOR             CGS
 SA2391
 SA2391                          STATION DESCRIPTION
 SA2391
 SA2391'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (WRH)
 SA2391'STATION SADDLE 2 IS LOCATED ON THE NORTH ONE OF TWO POINTS, ON A
 SA2391'HIGH PROMINENT PART OF THE SADDLE MOUNTAINS.  IT IS ABOUT 5 MILES
 SA2391'AIRLINE WEST OF SADDLE PEAK, ABOUT 12-1/2 MILES AIRLINE EAST
 SA2391'SOUTHEAST OF BEVERLY, ABOUT 11-1/2 MILES AIRLINE NORTHWEST OF
 SA2391'WHITE BLUFFS, AND ABOUT 10-1/2 MILES AIRLINE WEST OF CORFU.
 SA2391'
 SA2391'SADDLE 2 (USGS 2625 (FT)) IS A STANDARD USGS DISK STAMPED 2625
 SA2391'(FT), CEMENTED IN A DRILL HOLE IN A LOOSE BOULDER PLACED IN THE
 SA2391'GROUND.  A CAIRN WAS BUILT OVER THE MARK AND SERVED AS THE SIGNAL
 SA2391'FOR THE USGS, THIS CAIRN WAS REMOVED AND THE MARK RECOVERED THE
 SA2391'CAIRN WAS THEN REPLACED TO PRESERVE THE MARK.
 SA2391'
 SA2391'TO REACH STATION SADDLE 2 FROM THE MAIN INTERSECTION IN OTHELLO GO
 SA2391'SOUTH ON THE SURFACED ROAD FOR 6.2 MILES TO A T-ROAD.  TURN RIGHT
 SA2391'AND GO WEST FOR 3.2 MILES TO A FORKS ON THE SUMMIT OF THE
 SA2391'GRADE.  TAKE THE RIGHT FORK, WEST, FOR 1.0 MILE TO A FORK.  KEEP
 SA2391'THE RIGHT FORK, WEST, FOR 25.7 MILES TO WHERE THE ROAD PASSES UNDER
 SA2391'A DOUBLE TOWER POWERLINE.  CONTINUE WEST ON THE ROAD FOR 2.1
 SA2391'MILES TO A T-ROAD RIGHT.  TURN RIGHT, NORTH, AND FOLLOW THE
 SA2391'ROAD PAST A CABIN AND THEN GOING NORTHEASTERLY UP GRADE AND
 SA2391'THROUGH A WIRE GATE A TOTAL DISTANCE OF 5.0 MILES TO A FORK.
 SA2391'CONTINUE EAST ON THE ROAD FOR 2.0
 SA2391'MILES TO A POINT BETWEEN TWO SIMILAR KNOLLS.  TURN LEFT OFF THE
 SA2391'ROAD, NORTH, AND GO 0.1 MILE TO THE TOP OF THE NORTH KNOLL OF TWO
 SA2391'AND THE STATION AS DESCRIBED.
 SA2391
 SA2391                          STATION RECOVERY (1967)
 SA2391
 SA2391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA2391'THIS STATION IS NOT TO BE CONFUSED WITH SADDLE (USGS) WHICH IS
 SA2391'ABOUT 5 MILES TO THE EAST.  THE POSITION OF THIS STATION WAS
 SA2391'EVIDENTLY DETERMINED BY TRAVERSE FROM USC AND GS TRIANGULATION
 SA2391'STATION SADDLE 2.
 SA2391'
 SA2391'THE MARK WAS FOUND LOOSE ON TOP OF THE GROUND AND IN MY OPINION
 SA2391'IS NOT TO BE TRUSTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0821 ***********************************************************************
 SV0821  DESIGNATION -  2629 S USGS
 SV0821  PID         -  SV0821
 SV0821  STATE/COUNTY-  WA/WHITMAN
 SV0821  USGS QUAD   -  FARMINGTON (1994)
 SV0821
 SV0821                         *CURRENT SURVEY CONTROL
 SV0821  ___________________________________________________________________
 SV0821* NAD 83(1986)-  47 05 09.     (N)    117 02 58.     (W)     SCALED    
 SV0821* NAVD 88     -       801.516  (meters)    2629.64   (feet)  ADJUSTED  
 SV0821  ___________________________________________________________________
 SV0821  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 SV0821  DYNAMIC HT  -         801.480 (meters)    2629.52  (feet)  COMP
 SV0821  MODELED GRAV-     980,541.7   (mgal)                       NAVD 88
 SV0821
 SV0821  VERT ORDER  -  FIRST     CLASS II
 SV0821
 SV0821.The horizontal coordinates were scaled from a topographic map and have
 SV0821.an estimated accuracy of +/- 6 seconds.
 SV0821
 SV0821.The orthometric height was determined by differential leveling
 SV0821.and adjusted by the National Geodetic Survey in June 1991..
 SV0821
 SV0821.The geoid height was determined by GEOID03.
 SV0821
 SV0821.The dynamic height is computed by dividing the NAVD 88
 SV0821.geopotential number by the normal gravity value computed on the
 SV0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0821.degrees latitude (g = 980.6199 gals.).
 SV0821
 SV0821.The modeled gravity was interpolated from observed gravity values.
 SV0821
 SV0821;                    North         East    Units  Estimated Accuracy
 SV0821;SPC WA S     -   200,530.      761,920.      MT  (+/- 180 meters Scaled)
 SV0821
 SV0821                          SUPERSEDED SURVEY CONTROL
 SV0821
 SV0821  NGVD 29 (??/??/92)  800.351  (m)         2625.82   (f) ADJ UNCH    1 2
 SV0821
 SV0821.Superseded values are not recommended for survey control.
 SV0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0821.See file dsdata.txt to determine how the superseded data were derived.
 SV0821
 SV0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN962147(NAD 83)
 SV0821_MARKER: DD = SURVEY DISK
 SV0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0821_SP_SET: IRON PIPE
 SV0821_STAMPING: 2629-S
 SV0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0821
 SV0821  HISTORY     - Date     Condition        Report By
 SV0821  HISTORY     - UNK      MONUMENTED       USGS
 SV0821  HISTORY     - 1933     GOOD             NGS
 SV0821  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0821
 SV0821                          STATION DESCRIPTION
 SV0821
 SV0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SV0821'IN FARMINGTON.
 SV0821'15 FEET EAST OF THE NORTHEAST CORNER OF FARMINGTON RAILROAD STATION.
 SV0821'18 FEET NORTH OF CENTER LINE OF OREGON-WASHINGTON RAILROAD AND
 SV0821'NAVIGATION COMPANY RAILROAD.  2 FEET EAST OF THE STATION PLATFORM.
 SV0821
 SV0821                          STATION RECOVERY (1980)
 SV0821
 SV0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0821'BENCH MARK WAS RESET IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1036 ***********************************************************************
 SV1036  DESIGNATION -  2629 S USGS RESET 1974
 SV1036  PID         -  SV1036
 SV1036  STATE/COUNTY-  WA/WHITMAN
 SV1036  USGS QUAD   -  FARMINGTON (1994)
 SV1036
 SV1036                         *CURRENT SURVEY CONTROL
 SV1036  ___________________________________________________________________
 SV1036* NAD 83(1986)-  47 05 09.     (N)    117 02 58.     (W)     SCALED    
 SV1036* NAVD 88     -       801.725  (meters)    2630.33   (feet)  ADJUSTED  
 SV1036  ___________________________________________________________________
 SV1036  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 SV1036  DYNAMIC HT  -         801.689 (meters)    2630.21  (feet)  COMP
 SV1036  MODELED GRAV-     980,541.7   (mgal)                       NAVD 88
 SV1036
 SV1036  VERT ORDER  -  FIRST     CLASS II
 SV1036
 SV1036.The horizontal coordinates were scaled from a topographic map and have
 SV1036.an estimated accuracy of +/- 6 seconds.
 SV1036
 SV1036.The orthometric height was determined by differential leveling
 SV1036.and adjusted by the National Geodetic Survey in June 1991..
 SV1036
 SV1036.The geoid height was determined by GEOID03.
 SV1036
 SV1036.The dynamic height is computed by dividing the NAVD 88
 SV1036.geopotential number by the normal gravity value computed on the
 SV1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1036.degrees latitude (g = 980.6199 gals.).
 SV1036
 SV1036.The modeled gravity was interpolated from observed gravity values.
 SV1036
 SV1036;                    North         East    Units  Estimated Accuracy
 SV1036;SPC WA S     -   200,530.      761,920.      MT  (+/- 180 meters Scaled)
 SV1036
 SV1036                          SUPERSEDED SURVEY CONTROL
 SV1036
 SV1036.No superseded survey control is available for this station.
 SV1036
 SV1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN962147(NAD 83)
 SV1036_MARKER: P = PIPE CAP
 SV1036_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV1036_SP_SET: SHALLOW-SET PIPE
 SV1036_STAMPING: 2629 S RESET 1974
 SV1036_MARK LOGO: USGS  
 SV1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1036
 SV1036  HISTORY     - Date     Condition        Report By
 SV1036  HISTORY     - 1974     MONUMENTED       USGS
 SV1036  HISTORY     - 1980     POOR             NGS
 SV1036
 SV1036                          STATION DESCRIPTION
 SV1036
 SV1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1036'IN FARMINGTON.
 SV1036'IN FARMINGTON, 4.6 METERS (15 FT) EAST OF THE NORTHEAST CORNER
 SV1036'OF THE UNION PACIFIC RAILROAD STATION, 0.6 METER (2 FT) EAST OF
 SV1036'PLATFORM, AND 5.5 METERS (18 FT) NORTH OF THE CENTERLINE OF
 SV1036'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1124 ***********************************************************************
 RB1124  DESIGNATION -  263
 RB1124  PID         -  RB1124
 RB1124  STATE/COUNTY-  WA/BENTON
 RB1124  USGS QUAD   -  PATERSON (1993)
 RB1124
 RB1124                         *CURRENT SURVEY CONTROL
 RB1124  ___________________________________________________________________
 RB1124* NAD 83(1986)-  45 55 35.     (N)    119 33 37.     (W)     SCALED    
 RB1124* NAVD 88     -        81.39   (+/-2cm)     267.0    (feet)  VERTCON   
 RB1124  ___________________________________________________________________
 RB1124  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 RB1124
 RB1124  VERT ORDER  -  ? (See Below)
 RB1124
 RB1124.The horizontal coordinates were scaled from a topographic map and have
 RB1124.an estimated accuracy of +/- 6 seconds.
 RB1124
 RB1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1124.The vertical order pertains to the NGVD 29 superseded value.
 RB1124
 RB1124.The geoid height was determined by GEOID03.
 RB1124
 RB1124;                    North         East    Units  Estimated Accuracy
 RB1124;SPC WA S     -    66,350.      572,890.      MT  (+/- 180 meters Scaled)
 RB1124
 RB1124                          SUPERSEDED SURVEY CONTROL
 RB1124
 RB1124  NGVD 29 (??/??/92)   80.380  (m)          263.71   (f) ADJ UNCH    ?  
 RB1124
 RB1124.Superseded values are not recommended for survey control.
 RB1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1124.See file dsdata.txt to determine how the superseded data were derived.
 RB1124
 RB1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL014890(NAD 83)
 RB1124_MARKER: DD = SURVEY DISK
 RB1124_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB1124_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB1124_STAMPING: 263
 RB1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1124
 RB1124  HISTORY     - Date     Condition        Report By
 RB1124  HISTORY     - UNK      MONUMENTED       USGS
 RB1124  HISTORY     - 1945     GOOD             NGS
 RB1124  HISTORY     - 1968     MARK NOT FOUND   NGS
 RB1124
 RB1124                          STATION DESCRIPTION
 RB1124
 RB1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RB1124'1.7 MI E FROM PATERSON.
 RB1124'1.7 MILES EAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RB1124'THE STATION AT PATERSON, BENTON COUNTY, AT MILEAGE POST 182.32, 200
 RB1124'FEET NORTHWEST OF A HOUSE, 120 FEET SOUTH OF THE TRACK, 60 FEET SOUTH
 RB1124'OF THE RIGHT-OF-WAY FENCE, AND 25 FEET EAST OF THE OLD PATERSON FERRY
 RB1124'APPROACH ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 RB1124'STAMPED 263 AND SET IN THE TOP OF A 1-1/2-INCH IRON PIPE.  NOTE--
 RB1124'PROBABLY LOST.
 RB1124
 RB1124                          STATION RECOVERY (1968)
 RB1124
 RB1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RB1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0323 ***********************************************************************
 TQ0323  DESIGNATION -  263.7
 TQ0323  PID         -  TQ0323
 TQ0323  STATE/COUNTY-  WA/SKAGIT
 TQ0323  USGS QUAD   -  GRANDY LAKE (1989)
 TQ0323
 TQ0323                         *CURRENT SURVEY CONTROL
 TQ0323  ___________________________________________________________________
 TQ0323* NAD 83(1986)-  48 31 41.     (N)    121 45 28.     (W)     SCALED    
 TQ0323* NAVD 88     -        81.559  (meters)     267.58   (feet)  ADJUSTED  
 TQ0323  ___________________________________________________________________
 TQ0323  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 TQ0323  DYNAMIC HT  -          81.578 (meters)     267.64  (feet)  COMP
 TQ0323  MODELED GRAV-     980,840.1   (mgal)                       NAVD 88
 TQ0323
 TQ0323  VERT ORDER  -  FIRST     CLASS I
 TQ0323
 TQ0323.The horizontal coordinates were scaled from a topographic map and have
 TQ0323.an estimated accuracy of +/- 6 seconds.
 TQ0323
 TQ0323.The orthometric height was determined by differential leveling
 TQ0323.and adjusted by the National Geodetic Survey in June 1991..
 TQ0323
 TQ0323.The geoid height was determined by GEOID03.
 TQ0323
 TQ0323.The dynamic height is computed by dividing the NAVD 88
 TQ0323.geopotential number by the normal gravity value computed on the
 TQ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0323.degrees latitude (g = 980.6199 gals.).
 TQ0323
 TQ0323.The modeled gravity was interpolated from observed gravity values.
 TQ0323
 TQ0323;                    North         East    Units  Estimated Accuracy
 TQ0323;SPC WA N     -   170,310.      431,720.      MT  (+/- 180 meters Scaled)
 TQ0323
 TQ0323                          SUPERSEDED SURVEY CONTROL
 TQ0323
 TQ0323  NGVD 29 (??/??/92)   80.415  (m)          263.83   (f) ADJ UNCH    1 1
 TQ0323
 TQ0323.Superseded values are not recommended for survey control.
 TQ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0323.See file dsdata.txt to determine how the superseded data were derived.
 TQ0323
 TQ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU917757(NAD 83)
 TQ0323_MARKER: DD = SURVEY DISK
 TQ0323_SETTING: 80 = SET IN A BOULDER
 TQ0323_SP_SET: BOULDER
 TQ0323_STAMPING: 263.7 AIRPORT 1950
 TQ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0323+STABILITY: SURFACE MOTION
 TQ0323
 TQ0323  HISTORY     - Date     Condition        Report By
 TQ0323  HISTORY     - 1950     MONUMENTED       USGS
 TQ0323  HISTORY     - 1973     GOOD             NGS
 TQ0323  HISTORY     - 1988     GOOD             USPSQD
 TQ0323
 TQ0323                          STATION DESCRIPTION
 TQ0323
 TQ0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0323'IN CONCRETE.
 TQ0323'AT CONCRETE, AT THE CONCRETE AIRPORT, ALONG THE SOUTH SIDE OF THE
 TQ0323'EASTWEST RUNWAY, IN THE TOP OF A 2-BY 3-FOOT GRANITE BOULDER WHICH
 TQ0323'PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 210.0 FEET EAST OF THE
 TQ0323'EXTENDED CENTER LINE OF SUPERIOR AVENUE, 149 FEET SOUTH OF THE SOUTH
 TQ0323'EDGE OF THE CONCRETE RUNWAY, 23 FEET SOUTH OF THE SOUTH EDGE OF THE
 TQ0323'RUNWAY CLEARING, 3.0 FEET EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER
 TQ0323'THAN THE RUNWAY.  1/4, SEC 10-15, T 35N, R 8E.
 TQ0323
 TQ0323                          STATION RECOVERY (1988)
 TQ0323
 TQ0323'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWF)
 TQ0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2492 ***********************************************************************
 RC2492  DESIGNATION -  2638 WASH
 RC2492  PID         -  RC2492
 RC2492  STATE/COUNTY-  WA/KLICKITAT
 RC2492  USGS QUAD   -  CRIDER VALLEY (1962)
 RC2492
 RC2492                         *CURRENT SURVEY CONTROL
 RC2492  ___________________________________________________________________
 RC2492* NAD 83(1991)-  45 56 05.37887(N)    120 14 11.34458(W)     ADJUSTED  
 RC2492* NAVD 88     -       805.00   (+/-2cm)    2641.1    (feet)  VERTCON   
 RC2492  ___________________________________________________________________
 RC2492  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 RC2492  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 RC2492
 RC2492  HORZ ORDER  -  SECOND
 RC2492  VERT ORDER  -  THIRD ? (See Below)
 RC2492
 RC2492.The horizontal coordinates were established by classical geodetic methods
 RC2492.and adjusted by the National Geodetic Survey in December 1991..
 RC2492
 RC2492.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2492.The vertical order pertains to the NGVD 29 superseded value.
 RC2492
 RC2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2492
 RC2492.The geoid height was determined by GEOID03.
 RC2492
 RC2492;                    North         East     Units Scale Factor Converg.
 RC2492;SPC WA S     -    66,890.420   520,436.248   MT  0.99997853   +0 11 29.1
 RC2492;SPC WA S     -   219,456.32  1,707,464.59   sFT  0.99997853   +0 11 29.1
 RC2492;UTM  10      - 5,090,520.235   714,233.877   MT  1.00016426   +1 59 11.3
 RC2492
 RC2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2492!SPC WA S     -   0.99987709  x   0.99997853  =   0.99985562
 RC2492!UTM  10      -   0.99987709  x   1.00016426  =   1.00004133
 RC2492
 RC2492|---------------------------------------------------------------------|
 RC2492| PID    Reference Object                     Distance      Geod. Az  |
 RC2492|                                                           dddmmss.s |
 RC2492| CF4472 2638 RM 1                            12.307 METERS 18244     |
 RC2492| CF4473 2638 RM 2                            13.213 METERS 26232     |
 RC2492| CF4471 2638 AZ MK                                         3144150.7 |
 RC2492|---------------------------------------------------------------------|
 RC2492
 RC2492                          SUPERSEDED SURVEY CONTROL
 RC2492
 RC2492  NAD 83(1991)-  45 56 05.37945(N)    120 14 11.34383(W) AD(       ) 2
 RC2492  NAD 83(1986)-  45 56 05.38937(N)    120 14 11.33551(W) AD(       ) 2
 RC2492  NAD 27      -  45 56 05.92400(N)    120 14 07.16400(W) AD(       ) 2
 RC2492  NGVD 29 (07/19/86)  803.94   (m)         2637.6    (f) LEVELING    3  
 RC2492
 RC2492.Superseded values are not recommended for survey control.
 RC2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2492.See file dsdata.txt to determine how the superseded data were derived.
 RC2492
 RC2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR1423490520(NAD 83)
 RC2492_MARKER: P = PIPE CAP
 RC2492_SETTING: 0 = UNSPECIFIED SETTING
 RC2492
 RC2492  HISTORY     - Date     Condition        Report By
 RC2492  HISTORY     - 1948     MONUMENTED       USGS
 RC2492
 RC2492                          STATION DESCRIPTION
 RC2492
 RC2492'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (WRH)
 RC2492'THE STATION IS LOCATED IN THE CENTER OF A TRIANGLE FORMED BY THREE
 RC2492'ROADS THAT IS ABOUT 5.5 MILES SOUTH SOUTHEAST OF BICKLETON, 5
 RC2492'MILES SOUTHEAST OF CLEVELAND AND 16 MILES NORTH OF ROOSEVELT.
 RC2492'
 RC2492'THE STATION IS A STANDARD BRONZE CAP OF THE U.S. GEOLOGICAL SURVEY
 RC2492'AND IS RIVETED TO THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS
 RC2492'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS STAMPED 1913 2638 WASH.
 RC2492'
 RC2492'TO REACH THE STATION FROM THE POST OFFICE IN BICKLETON BY GOING
 RC2492'EAST 0.15 MILE.  KEEP RIGHT FORK FOR 3.0 MILES TO CROSS ROADS.  TURN
 RC2492'RIGHT FOR 4.2 MILES TO AZIMUTH MARK ON THE RIGHT.  CONTINUE
 RC2492'STRAIGHT AHEAD ON THE ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 RC2492'
 RC2492'THE STATION IS 72 FEET WEST OF A FENCE LINE, 40 FEET WEST OF A
 RC2492'TRACK ROAD, 105 FEET SOUTH OF AN EAST WEST GRAVEL ROAD AND 8 FEET
 RC2492'SOUTH SOUTHEAST OF A WHITE WITNESS POST.
 RC2492'
 RC2492'REFERENCE MARK NUMBER 1 IS A STANDARD BRONZE DISK SET IN THE TOP
 RC2492'OF A 10 INCH SQUARE CONCRETE BLOCK THAT IS FLUSH WITH THE
 RC2492'GROUND.  IT IS 40 FEET WEST OF A TRACK ROAD AND 55 FEET NORTHEAST
 RC2492'OF A GRAVEL ROAD.  IT IS STAMPED USGS BM 2638 NO 1 1948.
 RC2492'
 RC2492'REFERENCE MARK NUMBER 2 IS A STANDARD BRONZE DISK SET IN THE TOP
 RC2492'OF A 10 INCH SQUARE CONCRETE BLOCK PROJECTING ABOUT 2 INCHES ABOVE
 RC2492'THE GROUND.  IT IS 48 FEET NORTHEAST OF A GRAVEL ROAD.  IT IS
 RC2492'STAMPED USGS BM 2638 NO 2 1948.
 RC2492'
 RC2492'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 RC2492'10 INCH SQUARE CONCRETE BLOCK PROJECTING 2 INCHES ABOVE THE
 RC2492'GROUND AND IS STAMPED USGS BM 2638 1948.
 RC2492'
 RC2492'THE SUBSTITUTE STATION IS THE JUNCTION OF THE SHOULDERS OF 2
 RC2492'ROADS.  IT IS 0.28 METERS BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0727 ***********************************************************************
 TP0727  DESIGNATION -  2640.6
 TP0727  PID         -  TP0727
 TP0727  STATE/COUNTY-  WA/OKANOGAN
 TP0727  USGS QUAD   -  CONCONULLY WEST (1989)
 TP0727
 TP0727                         *CURRENT SURVEY CONTROL
 TP0727  ___________________________________________________________________
 TP0727* NAD 83(1986)-  48 34 51.     (N)    119 45 34.     (W)     SCALED    
 TP0727* NAVD 88     -       808.008  (meters)    2650.94   (feet)  ADJUSTED  
 TP0727  ___________________________________________________________________
 TP0727  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 TP0727  DYNAMIC HT  -         808.062 (meters)    2651.12  (feet)  COMP
 TP0727  MODELED GRAV-     980,651.3   (mgal)                       NAVD 88
 TP0727
 TP0727  VERT ORDER  -  SECOND    CLASS 0
 TP0727
 TP0727.The horizontal coordinates were scaled from a topographic map and have
 TP0727.an estimated accuracy of +/- 6 seconds.
 TP0727
 TP0727.The orthometric height was determined by differential leveling
 TP0727.and adjusted by the National Geodetic Survey in June 1991..
 TP0727
 TP0727.The geoid height was determined by GEOID03.
 TP0727
 TP0727.The dynamic height is computed by dividing the NAVD 88
 TP0727.geopotential number by the normal gravity value computed on the
 TP0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0727.degrees latitude (g = 980.6199 gals.).
 TP0727
 TP0727.The modeled gravity was interpolated from observed gravity values.
 TP0727
 TP0727;                    North         East    Units  Estimated Accuracy
 TP0727;SPC WA N     -   176,320.      579,230.      MT  (+/- 180 meters Scaled)
 TP0727
 TP0727                          SUPERSEDED SURVEY CONTROL
 TP0727
 TP0727  NGVD 29 (??/??/92)  806.663  (m)         2646.53   (f) ADJ UNCH    2 0
 TP0727
 TP0727.Superseded values are not recommended for survey control.
 TP0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0727.See file dsdata.txt to determine how the superseded data were derived.
 TP0727
 TP0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP964845(NAD 83)
 TP0727_MARKER: Q = CHISELED SQUARE
 TP0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0727_SP_SET: FOUNDATION
 TP0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0727
 TP0727  HISTORY     - Date     Condition        Report By
 TP0727  HISTORY     - UNK      MONUMENTED       USGS
 TP0727  HISTORY     - 1959     GOOD             NGS
 TP0727
 TP0727                          STATION DESCRIPTION
 TP0727
 TP0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0727'1.8 MI N FROM CONCONULLY.
 TP0727'1.8 MILES NORTH ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0727'CONCONULLY, 0.01 MILE SOUTH OF THE OKANOGAN NATIONAL FOREST BOUNDARY,
 TP0727'ON TOP OF THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR A CATTLE
 TP0727'GUARD, 12 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND
 TP0727'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1121 ***********************************************************************
 RB1121  DESIGNATION -  267.0
 RB1121  PID         -  RB1121
 RB1121  STATE/COUNTY-  WA/BENTON
 RB1121  USGS QUAD   -  PATERSON (1993)
 RB1121
 RB1121                         *CURRENT SURVEY CONTROL
 RB1121  ___________________________________________________________________
 RB1121* NAD 83(1986)-  45 55 25.     (N)    119 37 28.     (W)     SCALED    
 RB1121* NAVD 88     -        82.591  (meters)     270.97   (feet)  ADJUSTED  
 RB1121  ___________________________________________________________________
 RB1121  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 RB1121  DYNAMIC HT  -          82.592 (meters)     270.97  (feet)  COMP
 RB1121  MODELED GRAV-     980,624.4   (mgal)                       NAVD 88
 RB1121
 RB1121  VERT ORDER  -  SECOND    CLASS 0
 RB1121
 RB1121.The horizontal coordinates were scaled from a topographic map and have
 RB1121.an estimated accuracy of +/- 6 seconds.
 RB1121
 RB1121.The orthometric height was determined by differential leveling
 RB1121.and adjusted by the National Geodetic Survey in June 1991..
 RB1121
 RB1121.The geoid height was determined by GEOID03.
 RB1121
 RB1121.The dynamic height is computed by dividing the NAVD 88
 RB1121.geopotential number by the normal gravity value computed on the
 RB1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1121.degrees latitude (g = 980.6199 gals.).
 RB1121
 RB1121.The modeled gravity was interpolated from observed gravity values.
 RB1121
 RB1121;                    North         East    Units  Estimated Accuracy
 RB1121;SPC WA S     -    65,990.      567,910.      MT  (+/- 180 meters Scaled)
 RB1121
 RB1121                          SUPERSEDED SURVEY CONTROL
 RB1121
 RB1121  NGVD 29 (??/??/92)   81.560  (m)          267.58   (f) ADJ UNCH    2 0
 RB1121
 RB1121.Superseded values are not recommended for survey control.
 RB1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1121.See file dsdata.txt to determine how the superseded data were derived.
 RB1121
 RB1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL965889(NAD 83)
 RB1121_MARKER: DD = SURVEY DISK
 RB1121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB1121_SP_SET: CULVERT
 RB1121_STAMPING: 267
 RB1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1121
 RB1121  HISTORY     - Date     Condition        Report By
 RB1121  HISTORY     - UNK      MONUMENTED       USGS
 RB1121  HISTORY     - 1968     GOOD             NGS
 RB1121
 RB1121                          STATION DESCRIPTION
 RB1121
 RB1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB1121'0.45 MI SW FROM PATERSON SIDING.
 RB1121'0.3 MILE SOUTHWEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RB1121'FROM THE SIDING SIGN AT PATERSON, THENCE 0.15 MILE SOUTHEAST ALONG A
 RB1121'NARROW DEEP WATER CHANNEL, ALONG AN ABANDONED RAILROAD BED, IN THE TOP
 RB1121'OF THE HIGHEST POINT OF A 12- BY 12-FOOT OUTCROP WHICH PROJECTS ABOUT
 RB1121'3 1/2 FEET ABOVE THE GROUND, 0.15 MILE SOUTHEAST OF RAILWAY CULVERT
 RB1121'178.79, 90 FEET SOUTHEAST OF THE CENTER LINE OF THE RAILROAD BED, AND
 RB1121'ABOUT 2 FEET LOWER THAN THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1710 ***********************************************************************
 RC1710  DESIGNATION -  2686.3
 RC1710  PID         -  RC1710
 RC1710  STATE/COUNTY-  WA/KLICKITAT
 RC1710  USGS QUAD   -  GULER MTN (1983)
 RC1710
 RC1710                         *CURRENT SURVEY CONTROL
 RC1710  ___________________________________________________________________
 RC1710* NAD 83(1986)-  45 57 44.     (N)    121 36 44.     (W)     SCALED    
 RC1710* NAVD 88     -       819.833  (meters)    2689.74   (feet)  ADJUSTED  
 RC1710  ___________________________________________________________________
 RC1710  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 RC1710  DYNAMIC HT  -         819.736 (meters)    2689.42  (feet)  COMP
 RC1710  MODELED GRAV-     980,469.2   (mgal)                       NAVD 88
 RC1710
 RC1710  VERT ORDER  -  SECOND    CLASS 0
 RC1710
 RC1710.The horizontal coordinates were scaled from a topographic map and have
 RC1710.an estimated accuracy of +/- 6 seconds.
 RC1710
 RC1710.The orthometric height was determined by differential leveling
 RC1710.and adjusted by the National Geodetic Survey in June 1991..
 RC1710
 RC1710.The geoid height was determined by GEOID03.
 RC1710
 RC1710.The dynamic height is computed by dividing the NAVD 88
 RC1710.geopotential number by the normal gravity value computed on the
 RC1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1710.degrees latitude (g = 980.6199 gals.).
 RC1710
 RC1710.The modeled gravity was interpolated from observed gravity values.
 RC1710
 RC1710;                    North         East    Units  Estimated Accuracy
 RC1710;SPC WA S     -    70,510.      413,790.      MT  (+/- 180 meters Scaled)
 RC1710
 RC1710                          SUPERSEDED SURVEY CONTROL
 RC1710
 RC1710  NGVD 29 (??/??/92)  818.754  (m)         2686.20   (f) ADJ UNCH    2 0
 RC1710
 RC1710.Superseded values are not recommended for survey control.
 RC1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1710.See file dsdata.txt to determine how the superseded data were derived.
 RC1710
 RC1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR075907(NAD 83)
 RC1710_MARKER: N = NAIL
 RC1710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1710_SP_SET: STUMP
 RC1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1710
 RC1710  HISTORY     - Date     Condition        Report By
 RC1710  HISTORY     - UNK      MONUMENTED       CGS
 RC1710  HISTORY     - 1956     GOOD             NGS
 RC1710  HISTORY     - 1968     MARK NOT FOUND   NGS
 RC1710
 RC1710                          STATION DESCRIPTION
 RC1710
 RC1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1710'2.4 MI E FROM PETRSON PRAIRIE G.S..
 RC1710'2.4 MILES EAST ALONG FOREST SERVICE ROAD 123 FROM THE PETERSON PRAIRIE
 RC1710'GUARD STATION, IN R10E T6N, AT THE T JUNCTION OF A DIRT ROAD LEADING
 RC1710'SOUTH, ABOUT 20 YARDS EAST OF THE KLICKITAT-SKAMANIA COUNTY LINE, IN
 RC1710'THE TOP OF A 48-INCH STUMP WHICH PROJECTS 3-FEET ABOVE THE GROUND, 39
 RC1710'1/2 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 8-D, 15 1/2 FEET
 RC1710'WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE
 RC1710'HIGHWAY.
 RC1710
 RC1710                          STATION RECOVERY (1968)
 RC1710
 RC1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC1710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1606 ***********************************************************************
 SW1606  CBN         -  This is a Cooperative Base Network Control Station.
 SW1606  DESIGNATION -  26+92.47 AXIS
 SW1606  PID         -  SW1606
 SW1606  STATE/COUNTY-  WA/GRANT
 SW1606  USGS QUAD   -  WILSON CREEK NW (1956)
 SW1606
 SW1606                         *CURRENT SURVEY CONTROL
 SW1606  ___________________________________________________________________
 SW1606* NAD 83(1998)-  47 26 46.78881(N)    119 14 45.41704(W)     ADJUSTED  
 SW1606* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 SW1606  ___________________________________________________________________
 SW1606  X           -  -2,111,328.645 (meters)                     COMP
 SW1606  Y           -  -3,770,673.866 (meters)                     COMP
 SW1606  Z           -   4,675,760.770 (meters)                     COMP
 SW1606  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 SW1606  ELLIP HEIGHT-         402.28  (meters)          (07/03/01) GPS OBS
 SW1606  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 SW1606
 SW1606  HORZ ORDER  -  B
 SW1606  ELLP ORDER  -  FIFTH     CLASS I
 SW1606
 SW1606.The horizontal coordinates were established by GPS observations
 SW1606.and adjusted by the National Geodetic Survey in July 2001..
 SW1606.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1606.DATUM ITEM on the data sheet items page.
 SW1606
 SW1606.The orthometric height was scaled from a topographic map.
 SW1606
 SW1606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1606
 SW1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1606
 SW1606.The ellipsoidal height was determined by GPS observations
 SW1606.and is referenced to NAD 83.
 SW1606
 SW1606.The geoid height was determined by GEOID03.
 SW1606
 SW1606;                    North         East     Units Scale Factor Converg.
 SW1606;SPC WA S     -   235,624.856   594,579.558   MT  1.00002783   +0 54 39.4
 SW1606;SPC WA S     -   773,045.88  1,950,716.43   sFT  1.00002783   +0 54 39.4
 SW1606;UTM  11      - 5,257,210.327   330,681.204   MT  0.99995233   -1 39 17.5
 SW1606
 SW1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1606!SPC WA S     -   0.99993695  x   1.00002783  =   0.99996478
 SW1606!UTM  11      -   0.99993695  x   0.99995233  =   0.99988928
 SW1606
 SW1606                          SUPERSEDED SURVEY CONTROL
 SW1606
 SW1606  NAD 83(1991)-  47 26 46.78770(N)    119 14 45.41703(W) AD(       ) B
 SW1606  ELLIP H (05/29/91)  402.40   (m)                       GP(       ) 4 1
 SW1606
 SW1606.Superseded values are not recommended for survey control.
 SW1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1606.See file dsdata.txt to determine how the superseded data were derived.
 SW1606
 SW1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN3068157210(NAD 83)
 SW1606_MARKER: DD = SURVEY DISK
 SW1606_SETTING: 66 = SET IN ROCK OUTCROP
 SW1606_SP_SET: IN A DRILL HOLE IN BEDROCK
 SW1606_STAMPING: 26+92.47 AXIS
 SW1606_MAGNETIC: N = NO MAGNETIC MATERIAL
 SW1606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1606+STABILITY: POSITION/ELEVATION WELL
 SW1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1606+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1991
 SW1606
 SW1606  HISTORY     - Date     Condition        Report By
 SW1606  HISTORY     - UNK      MONUMENTED       USGS
 SW1606  HISTORY     - 19901204 GOOD             NGS
 SW1606  HISTORY     - 19910130 GOOD
 SW1606
 SW1606                          STATION DESCRIPTION
 SW1606
 SW1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SW1606'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) WEST-NORTHWEST OF
 SW1606'ODESSA, 24.1 KM (15.0 MI) NORTHWEST OF EPHRATA, 20.9 KM (13.0 MI)
 SW1606'SOUTH OF COULEE CITY, 3.2 KM (2.0 MI) NORTH OF STRATFORD AND AT THE US
 SW1606'BUREAU OF RECLAMATION PINTO DAM.
 SW1606'TO REACH FROM THE JUNCTION OF STATE ROUTE 28 AND COUNTY ROAD J
 SW1606'NORTHEAST IN STRATFORD, GO NORTH ON COUNTY ROAD J NORTHEAST FOR
 SW1606'3.06 KM (1.90 MI) TO STATION PINTO ON THE LEFT.  CONTINUE AHEAD ON
 SW1606'COUNTY ROAD J NORTHEAST FOR 0.48 KM (0.30 MI) TO A SIDE ROAD RIGHT.
 SW1606'TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.08 KM (0.05 MI) TO
 SW1606'A LOCKED GATE.  THE KEY CAN BE OBTAINED FROM THE US BUREAU OF
 SW1606'RECLAMATION OFFICE IN EPHRATA.  PASS THROUGH THE GATE AND CONTINUE
 SW1606'EASTERLY ACROSS THE DAM FOR 0.48 KM (0.30 MI) TO THE EAST END OF THE
 SW1606'DAM, A ROCK WALL AND THE END OF TRUCK TRAVEL. WALK EAST UP THE FACE
 SW1606'OF THE CLIFF TO THE STATION.
 SW1606'THE MARK IS A 2-INCH BRASS DISK SET IN A DRILL HOLE IN THE BEDROCK. IT
 SW1606'IS 7.5 M (24.6 FT) NORTH OF A 4-INCH USBR BRASS DISK STAMPED
 SW1606'S26+92.47 AND 1.5 M (4.9 FT) SOUTH OF A 4-INCH USBR BRASS DISK
 SW1606'STAMPED 26+92.47 SET IN CONCRETE.
 SW1606
 SW1606                          STATION RECOVERY (1991)
 SW1606
 SW1606'RECOVERED 1991
 SW1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2390 ***********************************************************************
 SA2390  DESIGNATION -  2696 VA=SADDLE
 SA2390  PID         -  SA2390
 SA2390  STATE/COUNTY-  WA/GRANT
 SA2390  USGS QUAD   -  WAHATIS PEAK (1986)
 SA2390
 SA2390                         *CURRENT SURVEY CONTROL
 SA2390  ___________________________________________________________________
 SA2390* NAD 83(1991)-  46 48 23.56285(N)    119 33 29.03835(W)     ADJUSTED  
 SA2390* NAVD 88     -       823.0    (meters)    2700.     (feet)  VERTCON   
 SA2390  ___________________________________________________________________
 SA2390  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 SA2390  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SA2390
 SA2390  HORZ ORDER  -  FIRST
 SA2390
 SA2390.The horizontal coordinates were established by classical geodetic methods
 SA2390.and adjusted by the National Geodetic Survey in December 1991..
 SA2390
 SA2390.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2390
 SA2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2390
 SA2390.The geoid height was determined by GEOID03.
 SA2390
 SA2390;                    North         East     Units Scale Factor Converg.
 SA2390;SPC WA S     -   164,177.759   571,890.570   MT  0.99992205   +0 41 03.2
 SA2390;SPC WA S     -   538,639.86  1,876,277.65   sFT  0.99992205   +0 41 03.2
 SA2390;UTM  11      - 5,186,844.007   304,824.711   MT  1.00006823   -1 51 55.9
 SA2390
 SA2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2390!SPC WA S     -   0.99987432  x   0.99992205  =   0.99979637
 SA2390!UTM  11      -   0.99987432  x   1.00006823  =   0.99994254
 SA2390
 SA2390|---------------------------------------------------------------------|
 SA2390| PID    Reference Object                     Distance      Geod. Az  |
 SA2390|                                                           dddmmss.s |
 SA2390| CF5784 SADDLE RM 1                           3.094 METERS 09934     |
 SA2390| CF5783 SADDLE AZ MK                                       1041143.3 |
 SA2390| CF5785 SADDLE RM 2                           7.880 METERS 20747     |
 SA2390|---------------------------------------------------------------------|
 SA2390
 SA2390                          SUPERSEDED SURVEY CONTROL
 SA2390
 SA2390  NAD 83(1986)-  46 48 23.57182(N)    119 33 29.02667(W) AD(       ) 1
 SA2390  NAD 27      -  46 48 24.08000(N)    119 33 24.92300(W) AD(       ) 1
 SA2390  NGVD 29 (07/19/86)  821.9    (m)         2697.     (f) VERT ANG       
 SA2390
 SA2390.Superseded values are not recommended for survey control.
 SA2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2390.See file dsdata.txt to determine how the superseded data were derived.
 SA2390
 SA2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM0482586844(NAD 83)
 SA2390_MARKER: DB = BENCH MARK DISK
 SA2390_SETTING: 80 = SET IN A BOULDER
 SA2390_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SA2390
 SA2390  HISTORY     - Date     Condition        Report By
 SA2390  HISTORY     - 1947     MONUMENTED       USGS
 SA2390  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SA2390  HISTORY     - 1969     MARK NOT FOUND   BPA
 SA2390  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SA2390
 SA2390                          STATION DESCRIPTION
 SA2390
 SA2390'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (WRH)
 SA2390'THE STATION IS LOCATED ON THE HIGHEST POINT OF SADDLE MOUNTAIN,
 SA2390'ABOUT 25 MILES SOUTHWEST OF MOSES LAKE, ABOUT 17 MILES WEST
 SA2390'SOUTHWEST OF OTHELLO, ABOUT 15 MILES NORTHWEST OF HANFORD AND
 SA2390'ABOUT 0.4 MILE WEST OF THE END OF A BLADED ROAD.
 SA2390'
 SA2390'TO REACH FROM THE WEST SIDE OF THE RAILROAD STATION IN ELTOPIA,
 SA2390'GO SOUTH FOR 0.15 MILE.  TURN RIGHT AND GO WEST FOR 0.45 MILE.  PASS
 SA2390'A CEMETERY ON THE RIGHT HAND SIDE OF THE ROAD AND CONTINUE WESTERLY
 SA2390'FOR 5.9 MILES TO A CROSS ROADS INTERSECTION.  CONTINUE STRAIGHT
 SA2390'AHEAD, NORTHWESTERLY, FOR 6.2 MILES.  TURN LEFT, WEST, AND GO
 SA2390'0.3 MILE.  TURN RIGHT, AS PER SIGN RINGOLD, AND GO NORTH, ALONG
 SA2390'THE EAST BANK OF THE COLUMBIA RIVER, FOR 1.2 MILE.  PASS
 SA2390'THROUGH A GATE AND GO NORTH FOR 1.3 MILES.  CONTINUE STRAIGHT
 SA2390'AHEAD, NORTH, ON A PAVED ROAD, FOR 5.5 MILES.  PASS THROUGH A GATE
 SA2390'AND CONTINUE NORTH ON THE GRADED ROAD FOR 3.8 MILES TO THE TOP
 SA2390'OF A LONG GRADE (TRIANGULATION STATION BRICK ON THE RIGHT 0.3
 SA2390'MILE).  CONTINUE EAST AND NORTH ON THE MAIN TRAVELED ROAD FOR
 SA2390'4.2 MILES.  TURN RIGHT, AT A T ROAD INTERSECTION, AND GO EASTERLY
 SA2390'FOR 0.2 MILE.  TURN LEFT, AS PER THE SIGN VANTAGE AND GO NORTHERLY
 SA2390'FOR 2.0 MILES.  PASS THROUGH A GATE AND CONTINUE NORTH FOR
 SA2390'4.3 MILES.  CONTINUE STRAIGHT AHEAD, NORTH, FOR 0.5 MILE.
 SA2390'CONTINUE STRAIGHT AHEAD, NORTH, FOR 5.3 MILES TO THE TOP OF
 SA2390'A LONG WINDING GRADE.  TURN LEFT, ONTO A BLADED ROAD WHICH
 SA2390'FOLLOWS ALONG THE NORTH SIDE OF THE RIDGE, AND GO WEST FOR 4.0
 SA2390'MILES TO THE END OF THE ROAD ON A STEEP SIDEHILL.  FROM THIS
 SA2390'POINT PACK WESTERLY, ALONG THE CREST OF THE RIDGE, FOR ABOUT
 SA2390'0.4 MILE TO THE HIGHEST GROUND AND THE STATION.
 SA2390'
 SA2390'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED 2696 V
 SA2390'A, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 8 INCHES.
 SA2390'
 SA2390'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED SADDLE NO 1
 SA2390'1947, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1
 SA2390'INCH AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 SA2390'
 SA2390'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED SADDLE NO 2
 SA2390'1947, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1
 SA2390'FOOT AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 SA2390'
 SA2390'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SADDLE 1947, SET
 SA2390'INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT
 SA2390'IS LOCATED ON THE SECOND KNOLL EAST OF THE STATION, ABOUT 0.3
 SA2390'MILE EAST OF THE STATION, 3 FEET NORTH OF THE EDGE OF THE SMALL
 SA2390'BLUFF AND 3 FEET EAST OF THE EDGE OF THE SMALL BLUFF.
 SA2390
 SA2390                          STATION RECOVERY (1967)
 SA2390
 SA2390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA2390'A DRILL HOLE, WHICH PROBABLY HELD THE STATION MARK, WAS FOUND IN A
 SA2390'BOULDER ON THE HIGHEST PART OF THE MOUNTAIN.  THE STEM OF A DISK
 SA2390'WAS FOUND 10 FEET EAST OF THIS DRILL HOLE, AND THIS COULD HAVE BEEN
 SA2390'REFERENCE MARK NO. 1.  REFERENCE MARK NO. 2 WAS NOT FOUND.  THIS
 SA2390'EVIDENCE WAS NOT CONSIDERED SUFFICIENT FOR RE-MARKING THE
 SA2390'STATION.  HOWEVER, THE DRILL HOLE COULD BE USED AS A
 SA2390'CHECK-POINT, BEARING IN MIND THAT THIS MAY NOT BE THE RIGHT
 SA2390'POINT.
 SA2390'
 SA2390'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  IT IS IN A
 SA2390'4 X 8-FOOT EXPOSED PIECE OF BEDROCK, ON THE WESTERN PART OF THE
 SA2390'SUMMIT OF A KNOLL, 1/4 MILE EAST OF THE STATION AND 60 YARDS SOUTH
 SA2390'OF A TRACK ROAD.
 SA2390
 SA2390                          STATION RECOVERY (1969)
 SA2390
 SA2390'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1969
 SA2390'NO EVIDENCE OF THE STATION WAS FOUND.  THE PEOPLES T.V. CABLE
 SA2390'COMPANY OF OTHELLO, HAS BUILT A REPEATER STATION AT HIGHEST POINT
 SA2390'OF SADDLE MOUNTAIN AND EVIDENTLY BUILT THE EQUIPMENT BUILDING
 SA2390'OVER THE STATION SITE.
 SA2390
 SA2390                          STATION RECOVERY (1970)
 SA2390
 SA2390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SA2390'A REPORT FROM BONNEYVILLE POWER AUTHORITY STATES THAT PEOPLES
 SA2390'T.V. CABLE CO. EVIDENTLY BUILT THEIR EQUIPMENT BUILDING OVER THE
 SA2390'STATION SITE.  NO EVIDENCE OF THE STATION WAS FOUND.  REPORT
 SA2390'DATED 1969.
 SA2390'
 SA2390'A REPORT BY H.J.S. IN 1967 STATES THAT ALL THAT WAS FOUND ON THE
 SA2390'HILL WAS A DRILL HOLE AND THE STEM OF A DISK AND THIS WAS NOT
 SA2390'CONSIDERED SUFFICIENT FOR REMARKING THE STATION.
 SA2390'
 SA2390'THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0652 ***********************************************************************
 TR0652  DESIGNATION -  27
 TR0652  PID         -  TR0652
 TR0652  STATE/COUNTY-  WA/WHATCOM
 TR0652  USGS QUAD   -  BLAINE (1994)
 TR0652
 TR0652                         *CURRENT SURVEY CONTROL
 TR0652  ___________________________________________________________________
 TR0652* NAD 83(1986)-  48 55 15.     (N)    122 39 38.     (W)     SCALED    
 TR0652* NAVD 88     -         9.669  (meters)      31.72   (feet)  ADJUSTED  
 TR0652  ___________________________________________________________________
 TR0652  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TR0652  DYNAMIC HT  -           9.672 (meters)      31.73  (feet)  COMP
 TR0652  MODELED GRAV-     980,905.8   (mgal)                       NAVD 88
 TR0652
 TR0652  VERT ORDER  -  FIRST     CLASS II
 TR0652
 TR0652.The horizontal coordinates were scaled from a topographic map and have
 TR0652.an estimated accuracy of +/- 6 seconds.
 TR0652
 TR0652.The orthometric height was determined by differential leveling
 TR0652.and adjusted by the National Geodetic Survey in June 1991..
 TR0652
 TR0652.The geoid height was determined by GEOID03.
 TR0652
 TR0652.The dynamic height is computed by dividing the NAVD 88
 TR0652.geopotential number by the normal gravity value computed on the
 TR0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0652.degrees latitude (g = 980.6199 gals.).
 TR0652
 TR0652.The modeled gravity was interpolated from observed gravity values.
 TR0652
 TR0652;                    North         East    Units  Estimated Accuracy
 TR0652;SPC WA N     -   215,170.      366,090.      MT  (+/- 180 meters Scaled)
 TR0652
 TR0652                          SUPERSEDED SURVEY CONTROL
 TR0652
 TR0652  NGVD 29 (??/??/92)    8.454  (m)           27.74   (f) ADJ UNCH    1 2
 TR0652
 TR0652.Superseded values are not recommended for survey control.
 TR0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0652.See file dsdata.txt to determine how the superseded data were derived.
 TR0652
 TR0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV248187(NAD 83)
 TR0652_MARKER: DD = SURVEY DISK
 TR0652_SETTING: 80 = SET IN A BOULDER
 TR0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0652+STABILITY: SURFACE MOTION
 TR0652
 TR0652  HISTORY     - Date     Condition        Report By
 TR0652  HISTORY     - UNK      MONUMENTED       USGS
 TR0652  HISTORY     - 1952     GOOD             NGS
 TR0652  HISTORY     - 1973     GOOD             NGS
 TR0652
 TR0652                          STATION DESCRIPTION
 TR0652
 TR0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0652'2.0 MI NW FROM CUSTER.
 TR0652'1.4 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TR0652'AT CUSTER, THENCE 0.6 MILE SOUTH ALONG PORTER ROAD, AT THE SOUTHWEST
 TR0652'CORNER OF THE INTERSECTION OF A GRADED ROAD, IN THE TOP OF AN EMBEDED
 TR0652'BOULDER FLUSH WITH THE GROUND, 40 1/2 FEET SOUTH OF THE CENTER LINE OF
 TR0652'THE GRADED ROAD, 39 1/2 FEET WEST OF THE CENTER LINE OF PORTER ROAD,
 TR0652'13 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A LOG FENCE, AND ABOUT 2
 TR0652'FEET HIGHER THAN THE ROAD.  NOTE-- BM IS IN VERY POOR CONDITION. NOT
 TR0652'CONSIDERED STABLE.
 TR0652
 TR0652                          STATION RECOVERY (1973)
 TR0652
 TR0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TR0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0639 ***********************************************************************
 TP0639  DESIGNATION -  27 AA
 TP0639  PID         -  TP0639
 TP0639  STATE/COUNTY-  WA/OKANOGAN
 TP0639  USGS QUAD   -  BULLFROG MTN (1982)
 TP0639
 TP0639                         *CURRENT SURVEY CONTROL
 TP0639  ___________________________________________________________________
 TP0639* NAD 83(1986)-  48 52 45.     (N)    119 36 29.     (W)     SCALED    
 TP0639* NAVD 88     -       354.991  (meters)    1164.67   (feet)  ADJUSTED  
 TP0639  ___________________________________________________________________
 TP0639  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 TP0639  DYNAMIC HT  -         355.050 (meters)    1164.86  (feet)  COMP
 TP0639  MODELED GRAV-     980,766.0   (mgal)                       NAVD 88
 TP0639
 TP0639  VERT ORDER  -  SECOND    CLASS 0
 TP0639
 TP0639.The horizontal coordinates were scaled from a topographic map and have
 TP0639.an estimated accuracy of +/- 6 seconds.
 TP0639
 TP0639.The orthometric height was determined by differential leveling
 TP0639.and adjusted by the National Geodetic Survey in June 1991..
 TP0639
 TP0639.The geoid height was determined by GEOID03.
 TP0639
 TP0639.The dynamic height is computed by dividing the NAVD 88
 TP0639.geopotential number by the normal gravity value computed on the
 TP0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0639.degrees latitude (g = 980.6199 gals.).
 TP0639
 TP0639.The modeled gravity was interpolated from observed gravity values.
 TP0639
 TP0639;                    North         East    Units  Estimated Accuracy
 TP0639;SPC WA N     -   209,660.      589,870.      MT  (+/- 180 meters Scaled)
 TP0639
 TP0639                          SUPERSEDED SURVEY CONTROL
 TP0639
 TP0639  NGVD 29 (??/??/92)  353.679  (m)         1160.36   (f) ADJ UNCH    2 0
 TP0639
 TP0639.Superseded values are not recommended for survey control.
 TP0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0639.See file dsdata.txt to determine how the superseded data were derived.
 TP0639
 TP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ087173(NAD 83)
 TP0639_MARKER: DD = SURVEY DISK
 TP0639_SETTING: 66 = SET IN ROCK OUTCROP
 TP0639_SP_SET: ROCK OUTCROP
 TP0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0639+STABILITY: POSITION/ELEVATION WELL
 TP0639
 TP0639  HISTORY     - Date     Condition        Report By
 TP0639  HISTORY     - UNK      MONUMENTED       USGS
 TP0639  HISTORY     - 1959     GOOD             NGS
 TP0639
 TP0639                          STATION DESCRIPTION
 TP0639
 TP0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0639'5.05 MI N FROM LOOMIS.
 TP0639'5.05 MILES NORTH ALONG AN ASPHALT AND GRAVEL ROAD FROM THE GUARD
 TP0639'STATION AT LOOMIS, 42 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 TP0639'JUNCTION OF A DRIVEWAY LEADING NORTHEAST TO A HOUSE, IN TOP OF A 1
 TP0639'1/2-BY 3-FOOT ROCK OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 TP0639'GROUND, 38 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 35 FEET EAST
 TP0639'OF THE SOUTHEAST EDGE OF PALMER LAKE, 1.5 FEET NORTH OF A WITNESS
 TP0639'POST, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.  NOTE-- THE DISK HAS
 TP0639'BEEN MUTILATED.  THE STAMPING IS NOT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0145 ***********************************************************************
 SB0145  DESIGNATION -  27 E USGS
 SB0145  PID         -  SB0145
 SB0145  STATE/COUNTY-  WA/YAKIMA
 SB0145  USGS QUAD   -  BLACK ROCK SPRING NW (1953)
 SB0145
 SB0145                         *CURRENT SURVEY CONTROL
 SB0145  ___________________________________________________________________
 SB0145* NAD 83(1986)-  46 43 58.     (N)    120 10 05.     (W)     SCALED    
 SB0145* NAVD 88     -       732.981  (meters)    2404.79   (feet)  ADJUSTED  
 SB0145  ___________________________________________________________________
 SB0145  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SB0145  DYNAMIC HT  -         732.955 (meters)    2404.70  (feet)  COMP
 SB0145  MODELED GRAV-     980,553.2   (mgal)                       NAVD 88
 SB0145
 SB0145  VERT ORDER  -  SECOND    CLASS 0
 SB0145
 SB0145.The horizontal coordinates were scaled from a topographic map and have
 SB0145.an estimated accuracy of +/- 6 seconds.
 SB0145
 SB0145.The orthometric height was determined by differential leveling
 SB0145.and adjusted by the National Geodetic Survey in June 1991..
 SB0145
 SB0145.The geoid height was determined by GEOID03.
 SB0145
 SB0145.The dynamic height is computed by dividing the NAVD 88
 SB0145.geopotential number by the normal gravity value computed on the
 SB0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0145.degrees latitude (g = 980.6199 gals.).
 SB0145
 SB0145.The modeled gravity was interpolated from observed gravity values.
 SB0145
 SB0145;                    North         East    Units  Estimated Accuracy
 SB0145;SPC WA S     -   155,600.      525,370.      MT  (+/- 180 meters Scaled)
 SB0145
 SB0145                          SUPERSEDED SURVEY CONTROL
 SB0145
 SB0145  NGVD 29 (??/??/92)  731.856  (m)         2401.10   (f) ADJ UNCH    2 0
 SB0145
 SB0145.Superseded values are not recommended for survey control.
 SB0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0145.See file dsdata.txt to determine how the superseded data were derived.
 SB0145
 SB0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS163793(NAD 83)
 SB0145_MARKER: DD = SURVEY DISK
 SB0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0145_STAMPING: 27 E 2401 1938
 SB0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0145+STABILITY: SURFACE MOTION
 SB0145
 SB0145  HISTORY     - Date     Condition        Report By
 SB0145  HISTORY     - 1938     MONUMENTED       USGS
 SB0145  HISTORY     - 1949     GOOD             NGS
 SB0145
 SB0145                          STATION DESCRIPTION
 SB0145
 SB0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0145'13.3 MI W FROM LEVERING.
 SB0145'0.9 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0145'RAILROAD FROM THE SIDING SIGN AT LEVERING, THENCE 12.4 MILES WEST
 SB0145'ALONG A TRACK ROAD, 0.3 MILE SOUTHWEST OF A WIRE FENCE ACROSS THE
 SB0145'ROAD, AT A CURVE, 21 FEET EAST OF THE CENTER LINE OF A SIDE ROAD, 19
 SB0145'FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 1.5 FEET EAST OF A
 SB0145'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SB0145'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1635 ***********************************************************************
 SW1635  DESIGNATION -  27 FMK
 SW1635  PID         -  SW1635
 SW1635  STATE/COUNTY-  WA/DOUGLAS
 SW1635  USGS QUAD   -  SIMS CORNER (1968)
 SW1635
 SW1635                         *CURRENT SURVEY CONTROL
 SW1635  ___________________________________________________________________
 SW1635* NAD 83(1998)-  47 52 28.35097(N)    119 22 14.17647(W)     ADJUSTED  
 SW1635* NAVD 88     -       640.1    (meters)    2100.     (feet)  GPS OBS   
 SW1635  ___________________________________________________________________
 SW1635  X           -  -2,102,337.988 (meters)                     COMP
 SW1635  Y           -  -3,735,528.702 (meters)                     COMP
 SW1635  Z           -   4,707,991.160 (meters)                     COMP
 SW1635  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 SW1635  ELLIP HEIGHT-         620.56  (meters)          (07/05/01) GPS OBS
 SW1635  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 SW1635
 SW1635  HORZ ORDER  -  FIRST
 SW1635  ELLP ORDER  -  FOURTH    CLASS II
 SW1635
 SW1635.The horizontal coordinates were established by GPS observations
 SW1635.and adjusted by the National Geodetic Survey in July 2001..
 SW1635.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1635.DATUM ITEM on the data sheet items page.
 SW1635
 SW1635.The orthometric height was determined by GPS observations and a
 SW1635.high-resolution geoid model.
 SW1635
 SW1635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1635
 SW1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1635
 SW1635.The ellipsoidal height was determined by GPS observations
 SW1635.and is referenced to NAD 83.
 SW1635
 SW1635.The geoid height was determined by GEOID03.
 SW1635
 SW1635;                    North         East     Units Scale Factor Converg.
 SW1635;SPC WA N     -    98,272.952   609,409.118   MT  0.99995123   +1 05 20.5
 SW1635;SPC WA N     -   322,417.18  1,999,369.75   sFT  0.99995123   +1 05 20.5
 SW1635;UTM  11      - 5,305,076.744   322,740.249   MT  0.99998611   -1 45 31.2
 SW1635
 SW1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1635!SPC WA N     -   0.99990275  x   0.99995123  =   0.99985398
 SW1635!UTM  11      -   0.99990275  x   0.99998611  =   0.99988886
 SW1635
 SW1635                          SUPERSEDED SURVEY CONTROL
 SW1635
 SW1635  NAD 83(1991)-  47 52 28.34964(N)    119 22 14.17644(W) AD(       ) 1
 SW1635  ELLIP H (01/21/94)  620.69   (m)                       GP(       ) 4 1
 SW1635
 SW1635.Superseded values are not recommended for survey control.
 SW1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1635.See file dsdata.txt to determine how the superseded data were derived.
 SW1635
 SW1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP2274005077(NAD 83)
 SW1635_MARKER: DB = BENCH MARK DISK
 SW1635_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 SW1635_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 SW1635_STAMPING: 27 FMK 1967
 SW1635_MARK LOGO: USGS  
 SW1635_PROJECTION: FLUSH
 SW1635_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1635+STABILITY: POSITION/ELEVATION WELL
 SW1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1635+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1993
 SW1635_ROD/PIPE-DEPTH: 12.2 meters
 SW1635_SLEEVE-DEPTH  : 0.51 meters
 SW1635
 SW1635  HISTORY     - Date     Condition        Report By
 SW1635  HISTORY     - 1967     MONUMENTED       USGS
 SW1635  HISTORY     - 19930508 GOOD             DCPW
 SW1635
 SW1635                          STATION DESCRIPTION
 SW1635
 SW1635'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1635'016
 SW1635'THE STATION IS APPROXIMATELY 15.5 MI (24.9 KM) WSW OF ELECTRIC CITY,
 SW1635'WA, 18.5 MI (29.8 KM) NNW OF COULEE CITY, WA, AND 13 MI (20.9 KM) ENE
 SW1635'OF MANSFIELD, WA, IN THE SE 1/4 OF SECTION 36, T28N, R27E, WM,
 SW1635'DOUGLAS COUNTY, WA.
 SW1635'TO REACH STATION FROM LEAHY JUNCTION, THE INTERSECTION OF HIGHWAY 174
 SW1635'AND HIGHWAY 17, IN DOUGLAS COUNTY, WA, DRIVE SOUTH ON HIGHWAY 17 3.35
 SW1635'MI (5.39 KM) TO THE INTERSECTION OF 18-NE, A DIRT ROAD TO THE EAST,
 SW1635'AND STATION 73 FT (22.3 M) EAST OF AND 4 FT (1.2 M) LOWER THAN THE
 SW1635'CENTERLINE OF THE HIGHWAY, 24 FT (7.3 M) NORTH OF 18-NE, 32 FT
 SW1635'(9.8 M) EAST OF A FENCE CORNER, AND 0.2 FT (0.1 M) SOUTH OF A STEEL
 SW1635'POST WITH A WHITE WITNESS SIGN.
 SW1635'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED 27 FMK 1967 SET ON
 SW1635'40 FT (12.2 M) OF COPPER COATED ROD, ENCASED IN A 6 INCH DIAMETER
 SW1635'STEEL SLEEVE, AND FLUSH WITH THE SURROUNDING DIRT SURFACE.
 SW1635'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1635'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1636 ***********************************************************************
 SW1636  DESIGNATION -  27 WKP
 SW1636  PID         -  SW1636
 SW1636  STATE/COUNTY-  WA/DOUGLAS
 SW1636  USGS QUAD   -  SAGEBRUSH FLAT (1985)
 SW1636
 SW1636                         *CURRENT SURVEY CONTROL
 SW1636  ___________________________________________________________________
 SW1636* NAD 83(1998)-  47 27 15.42592(N)    119 42 17.50516(W)     ADJUSTED  
 SW1636* NAVD 88     -       492.9    (meters)    1617.     (feet)  GPS OBS   
 SW1636  ___________________________________________________________________
 SW1636  X           -  -2,141,162.822 (meters)                     COMP
 SW1636  Y           -  -3,753,117.903 (meters)                     COMP
 SW1636  Z           -   4,676,410.987 (meters)                     COMP
 SW1636  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 SW1636  ELLIP HEIGHT-         473.02  (meters)          (07/05/01) GPS OBS
 SW1636  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 SW1636
 SW1636  HORZ ORDER  -  FIRST
 SW1636  ELLP ORDER  -  FOURTH    CLASS II
 SW1636
 SW1636.The horizontal coordinates were established by GPS observations
 SW1636.and adjusted by the National Geodetic Survey in July 2001..
 SW1636.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1636.DATUM ITEM on the data sheet items page.
 SW1636
 SW1636.The orthometric height was determined by GPS observations and a
 SW1636.high-resolution geoid model.
 SW1636
 SW1636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1636
 SW1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1636
 SW1636.The ellipsoidal height was determined by GPS observations
 SW1636.and is referenced to NAD 83.
 SW1636
 SW1636.The geoid height was determined by GEOID03.
 SW1636
 SW1636;                    North         East     Units Scale Factor Converg.
 SW1636;SPC WA N     -    51,132.431   585,094.495   MT  1.00000884   +0 50 24.6
 SW1636;SPC WA N     -   167,756.98  1,919,597.52   sFT  1.00000884   +0 50 24.6
 SW1636;UTM  11      - 5,259,196.003   296,117.155   MT  1.00011087   -1 59 36.5
 SW1636
 SW1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1636!SPC WA N     -   0.99992586  x   1.00000884  =   0.99993470
 SW1636!UTM  11      -   0.99992586  x   1.00011087  =   1.00003673
 SW1636
 SW1636                          SUPERSEDED SURVEY CONTROL
 SW1636
 SW1636  NAD 83(1991)-  47 27 15.42480(N)    119 42 17.50568(W) AD(       ) 1
 SW1636  ELLIP H (01/21/94)  473.13   (m)                       GP(       ) 4 1
 SW1636
 SW1636.Superseded values are not recommended for survey control.
 SW1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1636.See file dsdata.txt to determine how the superseded data were derived.
 SW1636
 SW1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9611759196(NAD 83)
 SW1636_MARKER: DB = BENCH MARK DISK
 SW1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1636_SP_SET: CONCRETE POST
 SW1636_STAMPING: 27 WKP 1965 1614 30 EN BN
 SW1636_MARK LOGO: USGS  
 SW1636_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1636+STABILITY: POSITION/ELEVATION WELL
 SW1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1636+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1993
 SW1636
 SW1636  HISTORY     - Date     Condition        Report By
 SW1636  HISTORY     - 1965     MONUMENTED       USGS
 SW1636  HISTORY     - 19930502 GOOD             DCPW
 SW1636
 SW1636                          STATION DESCRIPTION
 SW1636
 SW1636'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1636'STATION IS APPROXIMATELY 22 MI (35.4 KM) SW OF COULEE CITY, WA, 18 MI
 SW1636'(29.0 KM) SSE OF WITHROW, WA, AND 10 MI (16.1 KM) ENE OF PALISADES,
 SW1636'WA, IN THE NW 1/4 OF SECTION 33, T23N, R25E, WM, DOUGLAS COUNTY, WA.
 SW1636'TO REACH STATION FROM THE POST OFFICE IN PALISADES, WA, DRIVE NORTH
 SW1636'AND EAST ALONG THE PALISADES ROAD AND UP THREE DEVILS GRADE FOR A
 SW1636'TOTAL OF 12.46 MI (20.05 KM) TO THE INTERSECTION OF SAGEBRUSH FLATS,
 SW1636'A PAVED N-S ROAD. CONTINUE NORTH ALONG THE SAGEBRUSH FLATS ROAD FOR
 SW1636'1.0 MI (1.6 KM) TO THE STATION 28.5 FT (8.7 M) EAST OF CENTERLINE OF
 SW1636'ROAD, 2.7 FT (0.8 M) SOUTH OF A FENCE CORNER, AND 1.0 FT (0.3 M)
 SW1636'NORTH OF A STEEL POST WITH A YELLOW WITNESS SIGN.
 SW1636'THE STATION IS A 3.5 INCH USGS ALUMINUM CAP STAMPED -27 WKP 1965 1614
 SW1636'30 EN BN- SET IN THE TOP OF A 0.8 FT (0.2 M) BY 0.8 FT (0.2 M) SQUARE
 SW1636'CONCRETE POST PROJECTING 0.3 FT (0.1 M) ABOVE THE SURROUNDING DIRT
 SW1636'SURFACE. MONUMENT WAS REINFORCED WITH A MASS OF CONCRETE BY DOUGLAS
 SW1636'COUNTY PUBLIC WORKS.
 SW1636'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1636'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0501 ***********************************************************************
 SB0501  DESIGNATION -  2706.11 USGS
 SB0501  PID         -  SB0501
 SB0501  STATE/COUNTY-  WA/YAKIMA
 SB0501  USGS QUAD   -  CAMAS PATCH (1965)
 SB0501
 SB0501                         *CURRENT SURVEY CONTROL
 SB0501  ___________________________________________________________________
 SB0501* NAD 83(1986)-  46 14 53.     (N)    120 50 38.     (W)     SCALED    
 SB0501* NAVD 88     -       825.922  (meters)    2709.71   (feet)  ADJUSTED  
 SB0501  ___________________________________________________________________
 SB0501  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 SB0501  DYNAMIC HT  -         825.831 (meters)    2709.41  (feet)  COMP
 SB0501  MODELED GRAV-     980,477.0   (mgal)                       NAVD 88
 SB0501
 SB0501  VERT ORDER  -  SECOND    CLASS 0
 SB0501
 SB0501.The horizontal coordinates were scaled from a topographic map and have
 SB0501.an estimated accuracy of +/- 6 seconds.
 SB0501
 SB0501.The orthometric height was determined by differential leveling
 SB0501.and adjusted by the National Geodetic Survey in June 1991..
 SB0501
 SB0501.The geoid height was determined by GEOID03.
 SB0501
 SB0501.The dynamic height is computed by dividing the NAVD 88
 SB0501.geopotential number by the normal gravity value computed on the
 SB0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0501.degrees latitude (g = 980.6199 gals.).
 SB0501
 SB0501.The modeled gravity was interpolated from observed gravity values.
 SB0501
 SB0501;                    North         East    Units  Estimated Accuracy
 SB0501;SPC WA S     -   101,730.      473,480.      MT  (+/- 180 meters Scaled)
 SB0501
 SB0501                          SUPERSEDED SURVEY CONTROL
 SB0501
 SB0501  NGVD 29 (??/??/92)  824.792  (m)         2706.01   (f) ADJ UNCH    2 0
 SB0501
 SB0501.Superseded values are not recommended for survey control.
 SB0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0501.See file dsdata.txt to determine how the superseded data were derived.
 SB0501
 SB0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS662238(NAD 83)
 SB0501_MARKER: N = NAIL
 SB0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0501_SP_SET: TREE
 SB0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0501
 SB0501  HISTORY     - Date     Condition        Report By
 SB0501  HISTORY     - UNK      MONUMENTED       USGS
 SB0501  HISTORY     - 1961     MARK NOT FOUND   NGS
 SB0501
 SB0501                          STATION DESCRIPTION
 SB0501
 SB0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0501'13.0 MI SW FROM WHITE SWAN.
 SB0501'13.0 MILES SOUTHWEST OF WHITE SWAN SCHOOL ALONG THE MT. ADAMS HIGHWAY,
 SB0501'21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 4 FEET ABOVE
 SB0501'THE HIGHWAY LEVEL, ON WEST SIDE OF A 24-INCH YELLOW PINE TREE. NOTE--
 SB0501'THIS PINE TREE HAS BEEN CUT, THE STUMP IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1268 ***********************************************************************
 SA1268  DESIGNATION -  2742
 SA1268  PID         -  SA1268
 SA1268  STATE/COUNTY-  WA/BENTON
 SA1268  USGS QUAD   -  SNIVELY BASIN (1974)
 SA1268
 SA1268                         *CURRENT SURVEY CONTROL
 SA1268  ___________________________________________________________________
 SA1268* NAD 83(1986)-  46 24 10.     (N)    119 44 40.     (W)     SCALED    
 SA1268* NAVD 88     -       836.878  (meters)    2745.66   (feet)  ADJUSTED  
 SA1268  ___________________________________________________________________
 SA1268  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 SA1268  DYNAMIC HT  -         836.830 (meters)    2745.50  (feet)  COMP
 SA1268  MODELED GRAV-     980,528.9   (mgal)                       NAVD 88
 SA1268
 SA1268  VERT ORDER  -  SECOND    CLASS 0
 SA1268
 SA1268.The horizontal coordinates were scaled from a topographic map and have
 SA1268.an estimated accuracy of +/- 6 seconds.
 SA1268
 SA1268.The orthometric height was determined by differential leveling
 SA1268.and adjusted by the National Geodetic Survey in June 1991..
 SA1268
 SA1268.The geoid height was determined by GEOID03.
 SA1268
 SA1268.The dynamic height is computed by dividing the NAVD 88
 SA1268.geopotential number by the normal gravity value computed on the
 SA1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1268.degrees latitude (g = 980.6199 gals.).
 SA1268
 SA1268.The modeled gravity was interpolated from observed gravity values.
 SA1268
 SA1268;                    North         East    Units  Estimated Accuracy
 SA1268;SPC WA S     -   119,150.      558,100.      MT  (+/- 180 meters Scaled)
 SA1268
 SA1268                          SUPERSEDED SURVEY CONTROL
 SA1268
 SA1268  NGVD 29 (??/??/92)  835.786  (m)         2742.07   (f) ADJ UNCH    2 0
 SA1268
 SA1268.Superseded values are not recommended for survey control.
 SA1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1268.See file dsdata.txt to determine how the superseded data were derived.
 SA1268
 SA1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM890424(NAD 83)
 SA1268_MARKER: P = PIPE CAP
 SA1268_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1268_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1268_STAMPING: 2742 WASH 1915
 SA1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1268
 SA1268  HISTORY     - Date     Condition        Report By
 SA1268  HISTORY     - 1915     MONUMENTED       USGS
 SA1268  HISTORY     - 1949     GOOD             NGS
 SA1268  HISTORY     - 1974     MARK NOT FOUND   USGS
 SA1268
 SA1268                          STATION DESCRIPTION
 SA1268
 SA1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1268'10.5 MI SW FROM BENSON RANCH.
 SA1268'9.5 MILES SOUTHWEST ALONG A COUNTY GRADED ROAD FROM BENSON RANCH,
 SA1268'THENCE 1.0 MILE SOUTH ALONG A COUNTY ASPHALT ROAD, AT SECTION CORNER
 SA1268'25, 30, 36, 31, T11N, R24 AND 25E, 201 FEET NORTHEAST OF THE NORTHEAST
 SA1268'CORNER OF THE ROTHA RANCHHOUSE, 35 FEET EAST OF THE CENTER LINE OF THE
 SA1268'PROLONGATION OF A GRAVEL ROAD LEADING NORTH, 24 FEET SOUTH OF THE
 SA1268'CENTER LINE OF A GRAVEL ROAD LEADING EAST, NEAR A WITNESS POST, ABOUT
 SA1268'2 FEET HIGHER THAN THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 SA1268'PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
 SA1268
 SA1268                          STATION RECOVERY (1974)
 SA1268
 SA1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0870 ***********************************************************************
 SB0870  DESIGNATION -  2764.44
 SB0870  PID         -  SB0870
 SB0870  STATE/COUNTY-  WA/PIERCE
 SB0870  USGS QUAD   -  WHITE RIVER PARK (1971)
 SB0870
 SB0870                         *CURRENT SURVEY CONTROL
 SB0870  ___________________________________________________________________
 SB0870* NAD 83(1986)-  46 58 41.     (N)    121 32 11.     (W)     SCALED    
 SB0870* NAVD 88     -       839.133  (meters)    2753.06   (feet)  ADJUSTED  
 SB0870  ___________________________________________________________________
 SB0870  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 SB0870  DYNAMIC HT  -         839.077 (meters)    2752.87  (feet)  COMP
 SB0870  MODELED GRAV-     980,519.5   (mgal)                       NAVD 88
 SB0870
 SB0870  VERT ORDER  -  SECOND    CLASS 0
 SB0870
 SB0870.The horizontal coordinates were scaled from a topographic map and have
 SB0870.an estimated accuracy of +/- 6 seconds.
 SB0870
 SB0870.The orthometric height was determined by differential leveling
 SB0870.and adjusted by the National Geodetic Survey in June 1991..
 SB0870
 SB0870.The geoid height was determined by GEOID03.
 SB0870
 SB0870.The dynamic height is computed by dividing the NAVD 88
 SB0870.geopotential number by the normal gravity value computed on the
 SB0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0870.degrees latitude (g = 980.6199 gals.).
 SB0870
 SB0870.The modeled gravity was interpolated from observed gravity values.
 SB0870
 SB0870;                    North         East    Units  Estimated Accuracy
 SB0870;SPC WA S     -   183,330.      421,150.      MT  (+/- 180 meters Scaled)
 SB0870
 SB0870                          SUPERSEDED SURVEY CONTROL
 SB0870
 SB0870  NGVD 29 (??/??/92)  837.976  (m)         2749.26   (f) ADJ UNCH    2 0
 SB0870
 SB0870.Superseded values are not recommended for survey control.
 SB0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0870.See file dsdata.txt to determine how the superseded data were derived.
 SB0870
 SB0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT113037(NAD 83)
 SB0870_MARKER: DD = SURVEY DISK
 SB0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0870_SP_SET: CONCRETE POST
 SB0870_STAMPING: 2764.44 1934
 SB0870_MARK LOGO: BPR   
 SB0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0870+STABILITY: SURFACE MOTION
 SB0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0870+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1990
 SB0870
 SB0870  HISTORY     - Date     Condition        Report By
 SB0870  HISTORY     - 1934     MONUMENTED       BPR
 SB0870  HISTORY     - 1946     GOOD             NGS
 SB0870  HISTORY     - 1990     GOOD             USPSQD
 SB0870  HISTORY     - 19900816 GOOD             WADT
 SB0870  HISTORY     - 20010623 MARK NOT FOUND   USPSQD
 SB0870
 SB0870                          STATION DESCRIPTION
 SB0870
 SB0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0870'31.3 MI NE FROM PACKWOOD.
 SB0870'23.3 MILES NORTHEAST ALONG STATE HIGHWAY NO. 5 FROM THE GRADE SCHOOL
 SB0870'AT PACKWOOD, THENCE 8.0 MILES NORTH ALONG U. S. HIGHWAY NO. 410, AT
 SB0870'THE WHITE RIVER ENTRANCE TO MT. RANIER NATIONAL PARK, 32 FEET WEST OF
 SB0870'THE CENTER LINE OF THE HIGHWAY, 10 FEET WEST OF THE WEST END OF A
 SB0870'LARGE SIGN MT. RANIER NATIONAL PARK WHITE RIVER ENTRANCE, A BUREAU OF
 SB0870'PUBLIC ROADS BRONZE DISK SET IN TOP OF A CONCRETE PRECAST POST WHICH
 SB0870'PROJECTS ABOUT 0.8 FOOT ABOVE THE GROUND LEVEL AND ABOUT 1 FOOT LOWER
 SB0870'THAN THE SURFACE OF THE HIGHWAY.
 SB0870
 SB0870                          STATION RECOVERY (1990)
 SB0870
 SB0870'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0870'RECOVERED IN GOOD CONDITION.
 SB0870
 SB0870                          STATION RECOVERY (1990)
 SB0870
 SB0870'RECOVERY NOTE BY WA DEPT OF TRANSP 1990
 SB0870'RECOVERED IN GOOD CONDITION.
 SB0870
 SB0870                          STATION RECOVERY (2001)
 SB0870
 SB0870'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SB0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0406 ***********************************************************************
 TR0406  DESIGNATION -  28
 TR0406  PID         -  TR0406
 TR0406  STATE/COUNTY-  WA/ISLAND
 TR0406  USGS QUAD   -  OAK HARBOR (1973)
 TR0406
 TR0406                         *CURRENT SURVEY CONTROL
 TR0406  ___________________________________________________________________
 TR0406* NAD 83(1986)-  48 20 26.     (N)    122 40 49.     (W)     SCALED    
 TR0406* NAVD 88     -        12.751  (meters)      41.83   (feet)  ADJUSTED  
 TR0406  ___________________________________________________________________
 TR0406  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 TR0406  DYNAMIC HT  -          12.754 (meters)      41.84  (feet)  COMP
 TR0406  MODELED GRAV-     980,862.1   (mgal)                       NAVD 88
 TR0406
 TR0406  VERT ORDER  -  FIRST     CLASS II
 TR0406
 TR0406.The horizontal coordinates were scaled from a topographic map and have
 TR0406.an estimated accuracy of +/- 6 seconds.
 TR0406
 TR0406.The orthometric height was determined by differential leveling
 TR0406.and adjusted by the National Geodetic Survey in June 1991..
 TR0406
 TR0406.The geoid height was determined by GEOID03.
 TR0406
 TR0406.The dynamic height is computed by dividing the NAVD 88
 TR0406.geopotential number by the normal gravity value computed on the
 TR0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0406.degrees latitude (g = 980.6199 gals.).
 TR0406
 TR0406.The modeled gravity was interpolated from observed gravity values.
 TR0406
 TR0406;                    North         East    Units  Estimated Accuracy
 TR0406;SPC WA N     -   150,690.      363,100.      MT  (+/- 180 meters Scaled)
 TR0406
 TR0406                          SUPERSEDED SURVEY CONTROL
 TR0406
 TR0406  NGVD 29 (??/??/92)   11.605  (m)           38.07   (f) ADJ UNCH    1 2
 TR0406
 TR0406.Superseded values are not recommended for survey control.
 TR0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0406.See file dsdata.txt to determine how the superseded data were derived.
 TR0406
 TR0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU236542(NAD 83)
 TR0406_MARKER: B = BOLT
 TR0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0406+STABILITY: SURFACE MOTION
 TR0406
 TR0406  HISTORY     - Date     Condition        Report By
 TR0406  HISTORY     - UNK      MONUMENTED       DOD
 TR0406  HISTORY     - 1952     GOOD             NGS
 TR0406  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0406
 TR0406                          STATION DESCRIPTION
 TR0406
 TR0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0406'5.5 MI NW FROM OAK HARBOR.
 TR0406'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0406'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.9 MILE WEST
 TR0406'ALONG TORPEDO ROAD THROUGH THE EAST GATE OF NAVAL AIR STATION AULT
 TR0406'FIELD, THENCE 0.1 MILE NORTH ALONG LANGLEY BLVD., THENCE 0.2 MILE WEST
 TR0406'ALONG YORKTOWN STREET, THENCE 0.1 MILE NORTH ALONG WASP STREET, THENCE
 TR0406'0.3 MILE WEST ALONG THE CONTINUATION OF YORKTOWN STREET, IN THE
 TR0406'APPROXIMATE CENTER OF A T JUNCTION OF SARATOGA STREET LEADING NORTH,
 TR0406'42 FEET SOUTHEAST OF A POWER GUY WIRE POLE NO. A 91, 35 1/2 FEET WEST
 TR0406'OF A POWER LINE POLE WITH A GUY WIRE TO NORTH, 13 FEET NORTH OF A 6
 TR0406'1/2-FOOT-HIGH BARBED WIRE FENCE, ABOUT 0.5 FOOT LOWER THAN THE SURFACE
 TR0406'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ENCASED BY
 TR0406'A 6-INCH STEEL PIPE WITH A CASTIRON COVER.
 TR0406
 TR0406                          STATION RECOVERY (1973)
 TR0406
 TR0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1534 ***********************************************************************
 SA1534  DESIGNATION -  28 33 27 34
 SA1534  PID         -  SA1534
 SA1534  STATE/COUNTY-  WA/GRANT
 SA1534  USGS QUAD   -  ROYAL CITY (1986)
 SA1534
 SA1534                         *CURRENT SURVEY CONTROL
 SA1534  ___________________________________________________________________
 SA1534* NAD 83(1986)-  46 55 40.     (N)    119 41 05.     (W)     SCALED    
 SA1534* NAVD 88     -       349.159  (meters)    1145.53   (feet)  ADJUSTED  
 SA1534  ___________________________________________________________________
 SA1534  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SA1534  DYNAMIC HT  -         349.179 (meters)    1145.60  (feet)  COMP
 SA1534  MODELED GRAV-     980,660.2   (mgal)                       NAVD 88
 SA1534
 SA1534  VERT ORDER  -  SECOND    CLASS 0
 SA1534
 SA1534.The horizontal coordinates were scaled from a topographic map and have
 SA1534.an estimated accuracy of +/- 6 seconds.
 SA1534
 SA1534.The orthometric height was determined by differential leveling
 SA1534.and adjusted by the National Geodetic Survey in June 1991..
 SA1534
 SA1534.The geoid height was determined by GEOID03.
 SA1534
 SA1534.The dynamic height is computed by dividing the NAVD 88
 SA1534.geopotential number by the normal gravity value computed on the
 SA1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1534.degrees latitude (g = 980.6199 gals.).
 SA1534
 SA1534.The modeled gravity was interpolated from observed gravity values.
 SA1534
 SA1534;                    North         East    Units  Estimated Accuracy
 SA1534;SPC WA S     -   177,550.      562,090.      MT  (+/- 180 meters Scaled)
 SA1534
 SA1534                          SUPERSEDED SURVEY CONTROL
 SA1534
 SA1534  NGVD 29 (??/??/92)  348.06   (m)         1141.9    (f) COMPUTED    2 0
 SA1534
 SA1534.Superseded values are not recommended for survey control.
 SA1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1534.See file dsdata.txt to determine how the superseded data were derived.
 SA1534
 SA1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN956006(NAD 83)
 SA1534_MARKER: DD = SURVEY DISK
 SA1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1534_STAMPING: R25E T 17N S28 S27 S33 S34
 SA1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1534+STABILITY: SURFACE MOTION
 SA1534
 SA1534  HISTORY     - Date     Condition        Report By
 SA1534  HISTORY     - UNK      MONUMENTED       BOR
 SA1534  HISTORY     - 1959     GOOD             NGS
 SA1534  HISTORY     - 1967     GOOD             NGS
 SA1534
 SA1534                          STATION DESCRIPTION
 SA1534
 SA1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SA1534'11.25 MI W FROM ROYAL CAMP.
 SA1534'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE U. S. BUREAU OF
 SA1534'RECLAMATION OFFICE AT ROYAL CAMP, THENCE 3.6 MILES WEST ALONG 12 ROAD
 SA1534'SW, THENCE 1.0 MILE NORTH ALONG C ROAD SW, THENCE 6.15 MILES WEST
 SA1534'ALONG 11 ROAD SW, 35 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 SA1534'OF A NORTH-SOUTH GRAVEL ROAD, 29 FEET SOUTH OF THE CENTER LINE OF 11
 SA1534'ROAD SW, 25 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 6.5 FEET
 SA1534'EAST OF A POST SUPPORTING A STOP SIGN, ABOUT 2 FEET HIGHER THAN THE
 SA1534'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 1/2 FEET
 SA1534'ABOVE THE GROUND.
 SA1534
 SA1534                          STATION RECOVERY (1967)
 SA1534
 SA1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0635 ***********************************************************************
 TP0635  DESIGNATION -  28 AA
 TP0635  PID         -  TP0635
 TP0635  STATE/COUNTY-  WA/OKANOGAN
 TP0635  USGS QUAD   -  NIGHTHAWK (1981)
 TP0635
 TP0635                         *CURRENT SURVEY CONTROL
 TP0635  ___________________________________________________________________
 TP0635* NAD 83(1986)-  48 54 57.     (N)    119 38 18.     (W)     SCALED    
 TP0635* NAVD 88     -       357.784  (meters)    1173.83   (feet)  ADJUSTED  
 TP0635  ___________________________________________________________________
 TP0635  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 TP0635  DYNAMIC HT  -         357.841 (meters)    1174.02  (feet)  COMP
 TP0635  MODELED GRAV-     980,762.2   (mgal)                       NAVD 88
 TP0635
 TP0635  VERT ORDER  -  SECOND    CLASS 0
 TP0635
 TP0635.The horizontal coordinates were scaled from a topographic map and have
 TP0635.an estimated accuracy of +/- 6 seconds.
 TP0635
 TP0635.The orthometric height was determined by differential leveling
 TP0635.and adjusted by the National Geodetic Survey in June 1991..
 TP0635
 TP0635.The geoid height was determined by GEOID03.
 TP0635
 TP0635.The dynamic height is computed by dividing the NAVD 88
 TP0635.geopotential number by the normal gravity value computed on the
 TP0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0635.degrees latitude (g = 980.6199 gals.).
 TP0635
 TP0635.The modeled gravity was interpolated from observed gravity values.
 TP0635
 TP0635;                    North         East    Units  Estimated Accuracy
 TP0635;SPC WA N     -   213,700.      587,590.      MT  (+/- 180 meters Scaled)
 TP0635
 TP0635                          SUPERSEDED SURVEY CONTROL
 TP0635
 TP0635  NGVD 29 (??/??/92)  356.467  (m)         1169.51   (f) ADJ UNCH    2 0
 TP0635
 TP0635.Superseded values are not recommended for survey control.
 TP0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0635.See file dsdata.txt to determine how the superseded data were derived.
 TP0635
 TP0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ067214(NAD 83)
 TP0635_MARKER: DD = SURVEY DISK
 TP0635_SETTING: 66 = SET IN ROCK OUTCROP
 TP0635_SP_SET: ROCK OUTCROP
 TP0635_STAMPING: 28 AA 1954 1170
 TP0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0635+STABILITY: POSITION/ELEVATION WELL
 TP0635
 TP0635  HISTORY     - Date     Condition        Report By
 TP0635  HISTORY     - 1954     MONUMENTED       USGS
 TP0635  HISTORY     - 1959     GOOD             NGS
 TP0635
 TP0635                          STATION DESCRIPTION
 TP0635
 TP0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0635'8.7 MI N FROM LOOMIS.
 TP0635'8.7 MILES NORTH ALONG AN ASPHALT AND GRAVEL ROAD FROM THE GUARD
 TP0635'STATION AT LOOMIS, 0.25 MILE WEST OF PALMER LAKE CAMP GROUND, AT THE
 TP0635'SOUTHEAST EDGE OF A ROCK CLIFF, IN TOP OF A LARGE ROCK OUTCROP WHICH
 TP0635'PROJECTS ABOUT 15 FEET ABOVE THE GROUND, 17 FEET NORTH OF THE CENTER
 TP0635'LINE OF THE ROAD, 46 FEET WEST OF THE WEST END OF A GATE, 14 FEET
 TP0635'SOUTH OF A FENCE, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0122 ***********************************************************************
 SC0122  DESIGNATION -  28 B 5
 SC0122  PID         -  SC0122
 SC0122  STATE/COUNTY-  WA/COWLITZ
 SC0122  USGS QUAD   -  RAINIER (1990)
 SC0122
 SC0122                         *CURRENT SURVEY CONTROL
 SC0122  ___________________________________________________________________
 SC0122* NAD 83(1986)-  46 06 26.     (N)    122 53 22.     (W)     SCALED    
 SC0122* NAVD 88     -         9.690  (meters)      31.79   (feet)  ADJUSTED  
 SC0122  ___________________________________________________________________
 SC0122  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SC0122  DYNAMIC HT  -           9.691 (meters)      31.79  (feet)  COMP
 SC0122  MODELED GRAV-     980,686.1   (mgal)                       NAVD 88
 SC0122
 SC0122  VERT ORDER  -  FIRST     CLASS II
 SC0122
 SC0122.The horizontal coordinates were scaled from a topographic map and have
 SC0122.an estimated accuracy of +/- 6 seconds.
 SC0122
 SC0122.The orthometric height was determined by differential leveling
 SC0122.and adjusted by the National Geodetic Survey in June 1991..
 SC0122
 SC0122.The geoid height was determined by GEOID03.
 SC0122
 SC0122.The dynamic height is computed by dividing the NAVD 88
 SC0122.geopotential number by the normal gravity value computed on the
 SC0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0122.degrees latitude (g = 980.6199 gals.).
 SC0122
 SC0122.The modeled gravity was interpolated from observed gravity values.
 SC0122
 SC0122;                    North         East    Units  Estimated Accuracy
 SC0122;SPC WA S     -    88,820.      315,300.      MT  (+/- 180 meters Scaled)
 SC0122
 SC0122                          SUPERSEDED SURVEY CONTROL
 SC0122
 SC0122  NGVD 29 (05/16/90)    8.644  (m)           28.36   (f) ADJUSTED    1 2
 SC0122
 SC0122.Superseded values are not recommended for survey control.
 SC0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0122.See file dsdata.txt to determine how the superseded data were derived.
 SC0122
 SC0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES085059(NAD 83)
 SC0122_MARKER: DD = SURVEY DISK
 SC0122_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SC0122_SP_SET: WINGWALL
 SC0122_STAMPING: 28.261 FT 1914 B 5
 SC0122_MARK LOGO: USGS  
 SC0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0122+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 SC0122
 SC0122  HISTORY     - Date     Condition        Report By
 SC0122  HISTORY     - 1914     MONUMENTED       USGS
 SC0122  HISTORY     - 1935     GOOD             NGS
 SC0122  HISTORY     - 1987     GOOD             NGS
 SC0122  HISTORY     - 20030814 GOOD             USACE
 SC0122  HISTORY     - 20060207 GOOD             USPSQD
 SC0122
 SC0122                          STATION DESCRIPTION
 SC0122
 SC0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0122'2.75 MI S FROM KELSO.
 SC0122'2-3/4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM KELSO,
 SC0122'COWLITZ COUNTY, AT A STEEL BRIDGE OVER COWEMAN RIVER, IN THE TOP OF
 SC0122'THE EAST SIDE WALL OF THE NORTH CONCRETE ABUTMENT, 15 FEET NORTH OF
 SC0122'THE FACE OF THE ABUTMENT, 14 FT. EAST OF THE CENTER LINE OF THE EAST
 SC0122'DOUBLE TRACK, AND ABOUT 6 INCHES LOWER THAN THE TRACK.  A UNITED
 SC0122'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 28.261 FT 1914 B 5.
 SC0122
 SC0122                          STATION RECOVERY (1987)
 SC0122
 SC0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0122'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.73 KM (1.70
 SC0122'MI) SOUTH ALONG PACIFIC AVENUE FROM THE JUNCTION OF ALLEN STREET IN
 SC0122'KELSO, THENCE 0.8 KM (0.50 MI) EAST ALONG COLORADO STREET, THENCE 1.8
 SC0122'KM (1.10 MI) SOUTH ALONG TALLEY WAY TO THE NORTH EDGE OF THE COWEMAN
 SC0122'RIVER, 57.9 M (190.0 FT) WEST OF THE CENTERLINE OF TALLEY WAY, AT THE
 SC0122'NORTH END OF THE BURLINGTON NORTHERN AND UNION PACIFIC RAILROAD
 SC0122'BRIDGE, IN TOP AND 4.6 M (15.1 FT) NORTH OF THE SOUTH END OF THE EAST
 SC0122'WINGWALL OF THE NORTH ABUTMENT.
 SC0122'THE MARK IS 0.2 M BELOW THE RAILROAD TRACKS.
 SC0122
 SC0122                          STATION RECOVERY (2003)
 SC0122
 SC0122'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (CLB)
 SC0122'DISK HAS BEEN PRIED UP APPROX. 2-3 MM BUT POINT REMAINS SOLID.
 SC0122
 SC0122                          STATION RECOVERY (2006)
 SC0122
 SC0122'RECOVERY NOTE BY US POWER SQUADRON 2006
 SC0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0142 ***********************************************************************
 SB0142  DESIGNATION -  28 E USGS
 SB0142  PID         -  SB0142
 SB0142  STATE/COUNTY-  WA/KITTITAS
 SB0142  USGS QUAD   -  MC DONALD SPRING (1978)
 SB0142
 SB0142                         *CURRENT SURVEY CONTROL
 SB0142  ___________________________________________________________________
 SB0142* NAD 83(1986)-  46 45 17.     (N)    120 08 42.     (W)     SCALED    
 SB0142* NAVD 88     -       773.851  (meters)    2538.88   (feet)  ADJUSTED  
 SB0142  ___________________________________________________________________
 SB0142  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SB0142  DYNAMIC HT  -         773.837 (meters)    2538.83  (feet)  COMP
 SB0142  MODELED GRAV-     980,569.0   (mgal)                       NAVD 88
 SB0142
 SB0142  VERT ORDER  -  SECOND    CLASS 0
 SB0142
 SB0142.The horizontal coordinates were scaled from a topographic map and have
 SB0142.an estimated accuracy of +/- 6 seconds.
 SB0142
 SB0142.The orthometric height was determined by differential leveling
 SB0142.and adjusted by the National Geodetic Survey in June 1991..
 SB0142
 SB0142.The geoid height was determined by GEOID03.
 SB0142
 SB0142.The dynamic height is computed by dividing the NAVD 88
 SB0142.geopotential number by the normal gravity value computed on the
 SB0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0142.degrees latitude (g = 980.6199 gals.).
 SB0142
 SB0142.The modeled gravity was interpolated from observed gravity values.
 SB0142
 SB0142;                    North         East    Units  Estimated Accuracy
 SB0142;SPC WA S     -   158,050.      527,120.      MT  (+/- 180 meters Scaled)
 SB0142
 SB0142                          SUPERSEDED SURVEY CONTROL
 SB0142
 SB0142  NGVD 29 (??/??/92)  772.735  (m)         2535.21   (f) ADJ UNCH    2 0
 SB0142
 SB0142.Superseded values are not recommended for survey control.
 SB0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0142.See file dsdata.txt to determine how the superseded data were derived.
 SB0142
 SB0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS180818(NAD 83)
 SB0142_MARKER: DD = SURVEY DISK
 SB0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0142_STAMPING: 28 E 2535 1938
 SB0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0142+STABILITY: SURFACE MOTION
 SB0142
 SB0142  HISTORY     - Date     Condition        Report By
 SB0142  HISTORY     - 1938     MONUMENTED       USGS
 SB0142  HISTORY     - 1949     GOOD             NGS
 SB0142
 SB0142                          STATION DESCRIPTION
 SB0142
 SB0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0142'11.4 MI W FROM LEVERING.
 SB0142'0.9 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0142'RAILROAD FROM THE SIDING SIGN AT LEVERING, THENCE 10.5 MILES WEST
 SB0142'ALONG A TRACK ROAD, ON TOP OF A SMALL RISE, ABOUT 153 YARDS NORTHWEST
 SB0142'OF THE WEST END OF A DIRT DAM ACROSS A WASH, 98 FEET SOUTH OF THE
 SB0142'SOUTH EDGE OF A SMALL WASH CROSSING THE ROAD, 23 FEET WEST OF THE
 SB0142'CENTER LINE OF THE ROAD, ABOUT 2 FEET HIGHER THAN THE ROAD, 1.9 FEET
 SB0142'EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SB0142'PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1637 ***********************************************************************
 SW1637  DESIGNATION -  28 FMK
 SW1637  PID         -  SW1637
 SW1637  STATE/COUNTY-  WA/DOUGLAS
 SW1637  USGS QUAD   -  PIERSOL HILLS (1968)
 SW1637
 SW1637                         *CURRENT SURVEY CONTROL
 SW1637  ___________________________________________________________________
 SW1637* NAD 83(1998)-  47 48 55.96324(N)    119 34 35.21947(W)     ADJUSTED  
 SW1637* NAVD 88     -       679.6    (meters)    2230.     (feet)  GPS OBS   
 SW1637  ___________________________________________________________________
 SW1637  X           -  -2,118,158.569 (meters)                     COMP
 SW1637  Y           -  -3,732,204.408 (meters)                     COMP
 SW1637  Z           -   4,703,617.666 (meters)                     COMP
 SW1637  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 SW1637  ELLIP HEIGHT-         660.21  (meters)          (07/05/01) GPS OBS
 SW1637  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 SW1637
 SW1637  HORZ ORDER  -  FIRST
 SW1637  ELLP ORDER  -  FOURTH    CLASS II
 SW1637
 SW1637.The horizontal coordinates were established by GPS observations
 SW1637.and adjusted by the National Geodetic Survey in July 2001..
 SW1637.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1637.DATUM ITEM on the data sheet items page.
 SW1637
 SW1637.The orthometric height was determined by GPS observations and a
 SW1637.high-resolution geoid model.
 SW1637
 SW1637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1637
 SW1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1637
 SW1637.The ellipsoidal height was determined by GPS observations
 SW1637.and is referenced to NAD 83.
 SW1637
 SW1637.The geoid height was determined by GEOID03.
 SW1637
 SW1637;                    North         East     Units Scale Factor Converg.
 SW1637;SPC WA N     -    91,442.399   594,120.918   MT  0.99995611   +0 56 08.8
 SW1637;SPC WA N     -   300,007.27  1,949,211.71   sFT  0.99995611   +0 56 08.8
 SW1637;UTM  11      - 5,299,013.459   307,130.639   MT  1.00005712   -1 54 34.9
 SW1637
 SW1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1637!SPC WA N     -   0.99989653  x   0.99995611  =   0.99985265
 SW1637!UTM  11      -   0.99989653  x   1.00005712  =   0.99995365
 SW1637
 SW1637                          SUPERSEDED SURVEY CONTROL
 SW1637
 SW1637  NAD 83(1991)-  47 48 55.96194(N)    119 34 35.21935(W) AD(       ) 1
 SW1637  ELLIP H (01/21/94)  660.34   (m)                       GP(       ) 4 1
 SW1637
 SW1637.Superseded values are not recommended for survey control.
 SW1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1637.See file dsdata.txt to determine how the superseded data were derived.
 SW1637
 SW1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN0713199013(NAD 83)
 SW1637_MARKER: DB = BENCH MARK DISK
 SW1637_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 SW1637_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 SW1637_STAMPING: 28 FMK 1968
 SW1637_MARK LOGO: USGS  
 SW1637_PROJECTION: FLUSH
 SW1637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1637+STABILITY: POSITION/ELEVATION WELL
 SW1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1637+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1993
 SW1637_ROD/PIPE-DEPTH: 1.52 meters
 SW1637_SLEEVE-DEPTH  : 0.51 meters
 SW1637
 SW1637  HISTORY     - Date     Condition        Report By
 SW1637  HISTORY     - 1968     MONUMENTED       USGS
 SW1637  HISTORY     - 19930511 GOOD             DCPW
 SW1637
 SW1637                          STATION DESCRIPTION
 SW1637
 SW1637'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1637'016
 SW1637'THE STATION IS APPROXIMATELY 2.5 MI (4.0 KM) EAST OF MANSFIELD, WA,
 SW1637'19.5 MI (31.4 KM) NW OF COULEE CITY, WA, AND 25.5 MI (41.0 KM) NE OF
 SW1637'WATERVILLE, WA, IN THE SW 1/4 OF SECTION 21, T27N, R26E, WM, DOUGLAS
 SW1637'COUNTY, WA.
 SW1637'TO REACH STATION FROM THE POST OFFICE IN MANSFIELD, WA, DRIVE SE ALONG
 SW1637'MAIN STREET 0.07 MI (0.11 KM) TO THE T-INTERSECTION OF RAILROAD AVE.
 SW1637'CONTINUE NE ALONG RAILROAD AVE 0.45 MI (0.72 KM) WHERE THE ROAD
 SW1637'CURVES TO THE EAST AND CONTINUES AS HIGHWAY 172. CONTINUE EAST ALONG
 SW1637'HIGHWAY 172 2.4 MI (3.9 KM) TO THE INTERSECTION OF H-NE, A PAVED ROAD
 SW1637'TO THE NORTH, AND THE STATION 260 FT (79.2 M) EAST OF H-NE, 50.5 FT
 SW1637'(15.4 M) NORTH OF THE CENTERLINE OF HIGHWAY 172, 10.2 FT (3.1 M) N76E
 SW1637'OF A FENCE CORNER, 1 FT (0.3 M) SOUTH OF AN E-W FENCE LINE, AND 0.1
 SW1637'FT (0.0 M) SOUTH OF A WHITE WITNESS SIGN ON A STEEL POST.
 SW1637'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -28 FMK 1968- SET ON
 SW1637'TOP OF 5 FT (1.5 M) OF COPPER COATED ROD, FLUSH WITH THE SURROUNDING
 SW1637'DIRT SURFACE, AND ENCASED IN A 6 INCH DIAMETER CONCRETE PIPE.
 SW1637'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1637'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0162 ***********************************************************************
 SB0162  DESIGNATION -  28 TR USGS
 SB0162  PID         -  SB0162
 SB0162  STATE/COUNTY-  WA/YAKIMA
 SB0162  USGS QUAD   -  SELAH SPRINGS (1953)
 SB0162
 SB0162                         *CURRENT SURVEY CONTROL
 SB0162  ___________________________________________________________________
 SB0162* NAD 83(1986)-  46 39 23.     (N)    120 19 09.     (W)     SCALED    
 SB0162* NAVD 88     -       688.746  (meters)    2259.66   (feet)  ADJUSTED  
 SB0162  ___________________________________________________________________
 SB0162  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 SB0162  DYNAMIC HT  -         688.702 (meters)    2259.52  (feet)  COMP
 SB0162  MODELED GRAV-     980,529.0   (mgal)                       NAVD 88
 SB0162
 SB0162  VERT ORDER  -  SECOND    CLASS 0
 SB0162
 SB0162.The horizontal coordinates were scaled from a topographic map and have
 SB0162.an estimated accuracy of +/- 6 seconds.
 SB0162
 SB0162.The orthometric height was determined by differential leveling
 SB0162.and adjusted by the National Geodetic Survey in June 1991..
 SB0162
 SB0162.The geoid height was determined by GEOID03.
 SB0162
 SB0162.The dynamic height is computed by dividing the NAVD 88
 SB0162.geopotential number by the normal gravity value computed on the
 SB0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0162.degrees latitude (g = 980.6199 gals.).
 SB0162
 SB0162.The modeled gravity was interpolated from observed gravity values.
 SB0162
 SB0162;                    North         East    Units  Estimated Accuracy
 SB0162;SPC WA S     -   147,070.      513,840.      MT  (+/- 180 meters Scaled)
 SB0162
 SB0162                          SUPERSEDED SURVEY CONTROL
 SB0162
 SB0162  NGVD 29 (??/??/92)  687.624  (m)         2255.98   (f) ADJ UNCH    2 0
 SB0162
 SB0162.Superseded values are not recommended for survey control.
 SB0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0162.See file dsdata.txt to determine how the superseded data were derived.
 SB0162
 SB0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS051704(NAD 83)
 SB0162_MARKER: DD = SURVEY DISK
 SB0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0162_STAMPING: 28 TR 2256 1936
 SB0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0162+STABILITY: SURFACE MOTION
 SB0162
 SB0162  HISTORY     - Date     Condition        Report By
 SB0162  HISTORY     - 1936     MONUMENTED       USGS
 SB0162  HISTORY     - 1949     GOOD             NGS
 SB0162
 SB0162                          STATION DESCRIPTION
 SB0162
 SB0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0162'10.4 MI E FROM POMONA.
 SB0162'1.7 MILES SOUTHEAST ALONG POMONA ROAD FROM THE NORTHERN PACIFIC
 SB0162'RAILWAY SIDING SIGN AT POMONA, THENCE 8.7 MILES EAST ALONG THE COLD
 SB0162'CREEK ROAD, ABOUT 0.1 MILE EAST OF A CURVE, 32 FEET WEST OF THE CENTER
 SB0162'LINE OF A TRACK ROAD, 29 FEET NORTH OF THE CENTER LINE OF THE MAIN
 SB0162'ROAD, 6.5 FEET NORTH OF A 4- BY 4-FOOT WHITE WOODEN POST PROJECTING
 SB0162'ABOUT 10 FEET ABOVE THE GROUND, 2.3 FEET WEST OF A POLE, ABOUT 1 FOOT
 SB0162'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SB0162'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4306 ***********************************************************************
 RD4306  DESIGNATION -  2801
 RD4306  PID         -  RD4306
 RD4306  STATE/COUNTY-  WA/CLARK
 RD4306  USGS QUAD   -  ORCHARDS (1990)
 RD4306
 RD4306                         *CURRENT SURVEY CONTROL
 RD4306  ___________________________________________________________________
 RD4306* NAD 83(1986)-  45 38 34.     (N)    122 33 28.     (W)     SCALED    
 RD4306* NAVD 88     -        64.484  (meters)     211.56   (feet)  ADJUSTED  
 RD4306  ___________________________________________________________________
 RD4306  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 RD4306  DYNAMIC HT  -          64.484 (meters)     211.56  (feet)  COMP
 RD4306  MODELED GRAV-     980,618.1   (mgal)                       NAVD 88
 RD4306
 RD4306  VERT ORDER  -  SECOND    CLASS II
 RD4306
 RD4306.The horizontal coordinates were scaled from a topographic map and have
 RD4306.an estimated accuracy of +/- 6 seconds.
 RD4306
 RD4306.The orthometric height was determined by differential leveling
 RD4306.and adjusted by the National Geodetic Survey in April 1995..
 RD4306
 RD4306.The geoid height was determined by GEOID03.
 RD4306
 RD4306.The dynamic height is computed by dividing the NAVD 88
 RD4306.geopotential number by the normal gravity value computed on the
 RD4306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4306.degrees latitude (g = 980.6199 gals.).
 RD4306
 RD4306.The modeled gravity was interpolated from observed gravity values.
 RD4306
 RD4306;                    North         East    Units  Estimated Accuracy
 RD4306;SPC WA S     -    36,490.      339,590.      MT  (+/- 180 meters Scaled)
 RD4306
 RD4306                          SUPERSEDED SURVEY CONTROL
 RD4306
 RD4306  NGVD 29 (03/17/92)   63.434  (m)          208.12   (f) ADJUSTED    2 2
 RD4306
 RD4306.Superseded values are not recommended for survey control.
 RD4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4306.See file dsdata.txt to determine how the superseded data were derived.
 RD4306
 RD4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER344544(NAD 83)
 RD4306_MARKER: DB = BENCH MARK DISK
 RD4306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD4306_SP_SET: CONCRETE SIGNAL POLE BASE
 RD4306_STAMPING: 2801  1990
 RD4306_MARK LOGO: WA-011
 RD4306_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4306+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 RD4306
 RD4306  HISTORY     - Date     Condition        Report By
 RD4306  HISTORY     - 1990     MONUMENTED       WA-011
 RD4306  HISTORY     - 20040311 GOOD             USPSQD
 RD4306  HISTORY     - 20050402 MARK NOT FOUND   USPSQD
 RD4306
 RD4306                          STATION DESCRIPTION
 RD4306
 RD4306'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4306'ALONG N.E. 112TH AVE.,1.3 MILES SOUTH OF INTERSECTION WITH SR-500, IN
 RD4306'NORTHEAST QUADRANT OF INTERSECTION WITH N.E. 28TH STREET, 43.7 FT
 RD4306'(13.3 M) NORTH OF CENTERLINE OF 28TH STREET, 7.4 FT (2.3 M) EAST OF
 RD4306'FACE OF CURB, IN SOUTHEAST CORNER OF CONCRETE BASE OF TRAFFIC SIGNAL
 RD4306'POLESET 2 IN DIAM DOMED BRASS DISK
 RD4306
 RD4306                          STATION RECOVERY (2004)
 RD4306
 RD4306'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4306'RECOVERED IN GOOD CONDITION.
 RD4306
 RD4306                          STATION RECOVERY (2005)
 RD4306
 RD4306'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4306'ROAD AND CURBS ARE ALL BEING REPLACED AT THIS TIME. THE CONCRETE BASE
 RD4306'FOR TRAFFIC SIGNAL HAS BEEN REPLACED. STATION SHOULD BE CONSIDERED
 RD4306'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1638 ***********************************************************************
 SW1638  DESIGNATION -  2824R5
 SW1638  PID         -  SW1638
 SW1638  STATE/COUNTY-  WA/DOUGLAS
 SW1638  USGS QUAD   -  WELLS DAM (1981)
 SW1638
 SW1638                         *CURRENT SURVEY CONTROL
 SW1638  ___________________________________________________________________
 SW1638* NAD 83(1998)-  47 54 07.75423(N)    119 51 24.97015(W)     ADJUSTED  
 SW1638* NAVD 88     -       688.4    (meters)    2259.     (feet)  GPS OBS   
 SW1638  ___________________________________________________________________
 SW1638  X           -  -2,132,851.678 (meters)                     COMP
 SW1638  Y           -  -3,715,602.414 (meters)                     COMP
 SW1638  Z           -   4,710,086.277 (meters)                     COMP
 SW1638  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 SW1638  ELLIP HEIGHT-         669.29  (meters)          (07/05/01) GPS OBS
 SW1638  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SW1638
 SW1638  HORZ ORDER  -  FIRST
 SW1638  ELLP ORDER  -  FOURTH    CLASS II
 SW1638
 SW1638.The horizontal coordinates were established by GPS observations
 SW1638.and adjusted by the National Geodetic Survey in July 2001..
 SW1638.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1638.DATUM ITEM on the data sheet items page.
 SW1638
 SW1638.The orthometric height was determined by GPS observations and a
 SW1638.high-resolution geoid model.
 SW1638
 SW1638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1638
 SW1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1638
 SW1638.The ellipsoidal height was determined by GPS observations
 SW1638.and is referenced to NAD 83.
 SW1638
 SW1638.The geoid height was determined by GEOID03.
 SW1638
 SW1638;                    North         East     Units Scale Factor Converg.
 SW1638;SPC WA N     -   100,766.197   572,995.999   MT  0.99994931   +0 43 37.0
 SW1638;SPC WA N     -   330,597.10  1,879,904.37   sFT  0.99994931   +0 43 37.0
 SW1638;UTM  11      - 5,309,376.428   286,491.601   MT  1.00016019   -2 07 14.3
 SW1638
 SW1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1638!SPC WA N     -   0.99989511  x   0.99994931  =   0.99984443
 SW1638!UTM  11      -   0.99989511  x   1.00016019  =   1.00005528
 SW1638
 SW1638                          SUPERSEDED SURVEY CONTROL
 SW1638
 SW1638  NAD 83(1991)-  47 54 07.75288(N)    119 51 24.96995(W) AD(       ) 1
 SW1638  ELLIP H (01/21/94)  669.43   (m)                       GP(       ) 4 1
 SW1638
 SW1638.Superseded values are not recommended for survey control.
 SW1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1638.See file dsdata.txt to determine how the superseded data were derived.
 SW1638
 SW1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP8649209376(NAD 83)
 SW1638_MARKER: A = ALUMINUM MARKER
 SW1638_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW1638_SP_SET: METAL PIPE IN CONCRETE
 SW1638_STAMPING: T28N R24E S19 S20 S30 S29 LS 29272 1993
 SW1638_MARK LOGO: WA-017
 SW1638_PROJECTION: PROJECTING 20 CENTIMETERS
 SW1638_MAGNETIC: P = MARKER IS A STEEL PIPE
 SW1638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1638+STABILITY: POSITION/ELEVATION WELL
 SW1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1638+SATELLITE: SATELLITE OBSERVATIONS - 1993
 SW1638_ROD/PIPE-DEPTH: 0.70 meters
 SW1638
 SW1638  HISTORY     - Date     Condition        Report By
 SW1638  HISTORY     - 1993     MONUMENTED       DCPW
 SW1638
 SW1638                          STATION DESCRIPTION
 SW1638
 SW1638'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1638'THE STATION IS APPROXIMATELY 7.5 MI (12.1 KM) NE OF CHELAN, WA, 12 MI
 SW1638'(19.3 KM) NW OF MANSFIELD, WA, AND 10.5 MI (16.9 KM) SOUTH OF
 SW1638'PATEROS, WA, AT THE CORNER TO SECTIONS 19, 20, 29, AND 30, T28N,
 SW1638'R24E, WM, DOUGLAS COUNTY, WA.
 SW1638'TO REACH STATION FROM THE POST OFFICE IN MANSFIELD, WA, DRIVE NW ALONG
 SW1638'MAIN STREET 0.3 MI (0.5 KM) WHERE THE ROAD CURVES TO THE WEST AND
 SW1638'CONTINUES AS HIGHWAY 172. CONTINUE WEST ALONG HIGHWAY 172 7.7 MI
 SW1638'(12.4 KM) TO A CURVE TO THE SOUTH, AND THE INTERSECTION OF MCNEIL
 SW1638'CANYON ROAD, A PAVED ROAD TO THE WEST. CONTINUE WEST AND NORTH ALONG
 SW1638'THE MCNEIL CANYON ROAD 2.3 MI (3.7 KM) TO THE INTERSECTION OF D-NW, A
 SW1638'PAVED ROAD TO THE NORTH. CONTINUE NORTH ALONG D-NW, 5.25 MI
 SW1638'(8.45 KM) TO THE INTERSECTION OF C.5-NW AND 20-NW, AN E-W GRAVEL
 SW1638'ROAD. CONTINUE WEST ALONG 20-NW 1.0 MI (1.6 KM) TO A FORK IN THE
 SW1638'ROAD. CONTINUE ALONG THE LEFT FOR 0.75 MI (1.21 KM) TO THE STATION
 SW1638'31.5 FT (9.6 M) NW OF 15 FT (4.6 M) HIGHER THAN THE CENTERLINE OF THE
 SW1638'ROAD, ON A SAGE COVERED HILLSIDE, 118.8 FT (36.2 M) NW OF POWER POLE
 SW1638'2824203501, AND 1.6 FT (0.5 M) N36W OF AN ORANGE CARSONITE WITNESS
 SW1638'POST.
 SW1638'THE STATION IS A 2 INCH DOUGLAS COUNTY ALUMINUM CAP STAMPED -T28N R24E
 SW1638'S19 S20 S30 S29 1993 LS 29272- SET IN THE TOP OF A 1 INCH INSIDE
 SW1638'DIAMETER BY 3 FT (0.9 M) LONG STEEL PIPE, SURROUNDED BY A MASS OF
 SW1638'CONCRETE AND STONES, AND PROJECTING 0.7 FT (0.2 M) ABOVE THE
 SW1638'SURROUNDING DIRT SURFACE.
 SW1638'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1638'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1515 ***********************************************************************
 SY1515  DESIGNATION -  28.44 USE
 SY1515  PID         -  SY1515
 SY1515  STATE/COUNTY-  WA/KING
 SY1515  USGS QUAD   -  
 SY1515
 SY1515                         *CURRENT SURVEY CONTROL
 SY1515  ___________________________________________________________________
 SY1515* NAD 83(1986)-  47 40 03.     (N)    122 23 46.     (W)     SCALED    
 SY1515* NAVD 88     -         7.677  (meters)      25.19   (feet)  ADJUSTED  
 SY1515  ___________________________________________________________________
 SY1515  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY1515  DYNAMIC HT  -           7.678 (meters)      25.19  (feet)  COMP
 SY1515  MODELED GRAV-     980,736.5   (mgal)                       NAVD 88
 SY1515
 SY1515  VERT ORDER  -  SECOND    CLASS I
 SY1515
 SY1515.The horizontal coordinates were scaled from a topographic map and have
 SY1515.an estimated accuracy of +/- 6 seconds.
 SY1515
 SY1515.The orthometric height was determined by differential leveling
 SY1515.and adjusted by the National Geodetic Survey in June 1991..
 SY1515
 SY1515.The geoid height was determined by GEOID03.
 SY1515
 SY1515.The dynamic height is computed by dividing the NAVD 88
 SY1515.geopotential number by the normal gravity value computed on the
 SY1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1515.degrees latitude (g = 980.6199 gals.).
 SY1515
 SY1515.The modeled gravity was interpolated from observed gravity values.
 SY1515
 SY1515;                    North         East    Units  Estimated Accuracy
 SY1515;SPC WA N     -    75,410.      382,640.      MT  (+/- 180 meters Scaled)
 SY1515
 SY1515                          SUPERSEDED SURVEY CONTROL
 SY1515
 SY1515  NGVD 29 (??/??/??)    6.596  (m)           21.64   (f) ADJUSTED    2 1
 SY1515
 SY1515.Superseded values are not recommended for survey control.
 SY1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1515.See file dsdata.txt to determine how the superseded data were derived.
 SY1515
 SY1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET453795(NAD 83)
 SY1515_MARKER: Z = SEE DESCRIPTION
 SY1515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1515_SP_SET: GRANITE BLOCK
 SY1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1515
 SY1515  HISTORY     - Date     Condition        Report By
 SY1515  HISTORY     - UNK      MONUMENTED       USE
 SY1515  HISTORY     - 1977     GOOD             USE
 SY1515  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY1515
 SY1515                          STATION DESCRIPTION
 SY1515
 SY1515'DESCRIBED BY US ENGINEERS 1977
 SY1515'IN SEATTLE.
 SY1515'AT SEATTLE, AT THE HIRAM M. CHITTENDEN LOCKS, CORPS OF ENGINEERS, 133
 SY1515'FT. NORTH OF THE NORTHWEST CORNER OF THE ADMINISTRATION BUILDING, 2
 SY1515'INCHES BELOW THE SURFACE OF THE LAWN, A BRASS SCREW PAINTED RED SET IN
 SY1515'THE TOP OF A GRANITE BLOCK. IT IS 58.53 FT. WEST OF THE WEST CURB OF A
 SY1515'PAVED DRIVE LEADING NORTH FROM THE ADMINISTRATION BUILDING TOWARD THE
 SY1515'MAIN ENTRANCE GATE, AND 31.50 FT. NORTHWEST OF THE NORTHWEST CORNER OF
 SY1515'A RIGHT ANGLED SIDEWALK, AND 46.81 FT. EAST OF THE EAST CURB OF A
 SY1515'PAVED DRIVEWAY LEADING NORTHWEST FROM THE ADMINISTRATION BUILDING
 SY1515'TOWARD THE PRIVATE QUARTERS OF THE COMMANDING OFFICER.
 SY1515
 SY1515                          STATION RECOVERY (2001)
 SY1515
 SY1515'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY1515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1712 ***********************************************************************
 RC1712  DESIGNATION -  2850.5
 RC1712  PID         -  RC1712
 RC1712  STATE/COUNTY-  WA/SKAMANIA
 RC1712  USGS QUAD   -  LITTLE HUCKLEBERRY MTN (1983)
 RC1712
 RC1712                         *CURRENT SURVEY CONTROL
 RC1712  ___________________________________________________________________
 RC1712* NAD 83(1986)-  45 57 50.     (N)    121 37 51.     (W)     SCALED    
 RC1712* NAVD 88     -       869.905  (meters)    2854.01   (feet)  ADJUSTED  
 RC1712  ___________________________________________________________________
 RC1712  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 RC1712  DYNAMIC HT  -         869.790 (meters)    2853.64  (feet)  COMP
 RC1712  MODELED GRAV-     980,453.1   (mgal)                       NAVD 88
 RC1712
 RC1712  VERT ORDER  -  SECOND    CLASS 0
 RC1712
 RC1712.The horizontal coordinates were scaled from a topographic map and have
 RC1712.an estimated accuracy of +/- 6 seconds.
 RC1712
 RC1712.The orthometric height was determined by differential leveling
 RC1712.and adjusted by the National Geodetic Survey in June 1991..
 RC1712
 RC1712.The geoid height was determined by GEOID03.
 RC1712
 RC1712.The dynamic height is computed by dividing the NAVD 88
 RC1712.geopotential number by the normal gravity value computed on the
 RC1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1712.degrees latitude (g = 980.6199 gals.).
 RC1712
 RC1712.The modeled gravity was interpolated from observed gravity values.
 RC1712
 RC1712;                    North         East    Units  Estimated Accuracy
 RC1712;SPC WA S     -    70,720.      412,350.      MT  (+/- 180 meters Scaled)
 RC1712
 RC1712                          SUPERSEDED SURVEY CONTROL
 RC1712
 RC1712  NGVD 29 (??/??/92)  868.816  (m)         2850.44   (f) ADJ UNCH    2 0
 RC1712
 RC1712.Superseded values are not recommended for survey control.
 RC1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1712.See file dsdata.txt to determine how the superseded data were derived.
 RC1712
 RC1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR060909(NAD 83)
 RC1712_MARKER: N = NAIL
 RC1712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1712_SP_SET: STUMP
 RC1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1712
 RC1712  HISTORY     - Date     Condition        Report By
 RC1712  HISTORY     - UNK      MONUMENTED       USGS
 RC1712  HISTORY     - 1956     GOOD             NGS
 RC1712  HISTORY     - 1968     MARK NOT FOUND   NGS
 RC1712
 RC1712                          STATION DESCRIPTION
 RC1712
 RC1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1712'1.5 MI E FROM PETERSON PRAIRIE G.S..
 RC1712'1.5 MILES EAST ALONG FOREST SERVICE ROAD 123 FROM THE PETERSON PRAIRIE
 RC1712'GUARD STATION, IN R9E T6N, IN THE TRIANGLE FORMED BY THE JUNCTION OF A
 RC1712'DIRT ROAD LEADING SOUTHWEST TO ICE CAVES, IN THE TOP OF THE NORTH ONE
 RC1712'OF TWIN STUMPS, 16 1/2 FEET SOUTHWEST OF THE CENTER LINE OF FOREST
 RC1712'SERVICE ROAD 123, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 RC1712
 RC1712                          STATION RECOVERY (1968)
 RC1712
 RC1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC1712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4266 ***********************************************************************
 RD4266  DESIGNATION -  2891
 RD4266  PID         -  RD4266
 RD4266  STATE/COUNTY-  WA/CLARK
 RD4266  USGS QUAD   -  RIDGEFIELD (1990)
 RD4266
 RD4266                         *CURRENT SURVEY CONTROL
 RD4266  ___________________________________________________________________
 RD4266* NAD 83(1986)-  45 46 46.     (N)    122 38 28.     (W)     SCALED    
 RD4266* NAVD 88     -        85.620  (meters)     280.90   (feet)  ADJUSTED  
 RD4266  ___________________________________________________________________
 RD4266  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 RD4266  DYNAMIC HT  -          85.621 (meters)     280.91  (feet)  COMP
 RD4266  MODELED GRAV-     980,629.4   (mgal)                       NAVD 88
 RD4266
 RD4266  VERT ORDER  -  SECOND    CLASS II
 RD4266
 RD4266.The horizontal coordinates were scaled from a topographic map and have
 RD4266.an estimated accuracy of +/- 6 seconds.
 RD4266
 RD4266.The orthometric height was determined by differential leveling
 RD4266.and adjusted by the National Geodetic Survey in April 1995..
 RD4266
 RD4266.The geoid height was determined by GEOID03.
 RD4266
 RD4266.The dynamic height is computed by dividing the NAVD 88
 RD4266.geopotential number by the normal gravity value computed on the
 RD4266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4266.degrees latitude (g = 980.6199 gals.).
 RD4266
 RD4266.The modeled gravity was interpolated from observed gravity values.
 RD4266
 RD4266;                    North         East    Units  Estimated Accuracy
 RD4266;SPC WA S     -    51,850.      333,500.      MT  (+/- 180 meters Scaled)
 RD4266
 RD4266                          SUPERSEDED SURVEY CONTROL
 RD4266
 RD4266  NGVD 29 (03/17/92)   84.564  (m)          277.44   (f) ADJUSTED    2 2
 RD4266
 RD4266.Superseded values are not recommended for survey control.
 RD4266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4266.See file dsdata.txt to determine how the superseded data were derived.
 RD4266
 RD4266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER279696(NAD 83)
 RD4266_MARKER: DB = BENCH MARK DISK
 RD4266_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4266_SP_SET: PREFAB CONC. POST IN EARTH
 RD4266_STAMPING: 2891 1989
 RD4266_MARK LOGO: WA-011
 RD4266_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4266+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 RD4266
 RD4266  HISTORY     - Date     Condition        Report By
 RD4266  HISTORY     - 1989     MONUMENTED       WA-011
 RD4266  HISTORY     - 20021017 GOOD             USPSQD
 RD4266  HISTORY     - 20050123 GOOD             USPSQD
 RD4266  HISTORY     - 20060628 GOOD             USPSQD
 RD4266
 RD4266                          STATION DESCRIPTION
 RD4266
 RD4266'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4266'NORTH OF CITY OF VANCOUVER, ALONG SR 502, 7.328 KM (4.553 MI) WEST OF
 RD4266'INTERSECTION OF SR 503 AND SR 502 AT BATTLE GROUND, 48.1 FT (14.7 M)
 RD4266'WEST OF CENTERLINE OF NE 29TH AVENUE, 54.5 FT (16.6 M) SOUTH OF
 RD4266'CENTERLINE OF NE 219TH STREET, 5.5 FT (1.7 M) NORTH OF FENCE LINE,
 RD4266'100.1 FT (30.5 M) EAST OF POWER POLE NUMBER 3150, 2.0 FT (0.6 M)
 RD4266'NORTH OF COUNTY SURVEY MARKER, SET 2 INCH DOMED BRASS DISK IN IRON
 RD4266'PIPE IN CONCRETE MONUMENT.
 RD4266
 RD4266                          STATION RECOVERY (2002)
 RD4266
 RD4266'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGS)
 RD4266'RECOVERED IN GOOD CONDITION.
 RD4266
 RD4266                          STATION RECOVERY (2005)
 RD4266
 RD4266'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAF)
 RD4266'RECOVERED AS DESCRIBED.
 RD4266
 RD4266                          STATION RECOVERY (2006)
 RD4266
 RD4266'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 RD4266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5938 ***********************************************************************
 AA5938  DESIGNATION -  2895 T RESET
 AA5938  PID         -  AA5938
 AA5938  STATE/COUNTY-  WA/KITTITAS
 AA5938  USGS QUAD   -  DAVIS PEAK (1989)
 AA5938
 AA5938                         *CURRENT SURVEY CONTROL
 AA5938  ___________________________________________________________________
 AA5938* NAD 83(1998)-  47 26 30.56873(N)    121 03 22.19857(W)     ADJUSTED  
 AA5938* NAVD 88     -       883.9    (meters)    2900.     (feet)  GPS OBS   
 AA5938  ___________________________________________________________________
 AA5938  X           -  -2,229,738.711 (meters)                     COMP
 AA5938  Y           -  -3,702,681.786 (meters)                     COMP
 AA5938  Z           -   4,675,763.089 (meters)                     COMP
 AA5938  LAPLACE CORR-          10.09  (seconds)                    DEFLEC99
 AA5938  ELLIP HEIGHT-         865.39  (meters)          (07/05/01) GPS OBS
 AA5938  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 AA5938
 AA5938  HORZ ORDER  -  FIRST
 AA5938  ELLP ORDER  -  FOURTH    CLASS II
 AA5938
 AA5938.The horizontal coordinates were established by GPS observations
 AA5938.and adjusted by the National Geodetic Survey in July 2001..
 AA5938.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5938.DATUM ITEM on the data sheet items page.
 AA5938
 AA5938.The orthometric height was determined by GPS observations and a
 AA5938.high-resolution geoid model.
 AA5938
 AA5938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5938
 AA5938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5938
 AA5938.The ellipsoidal height was determined by GPS observations
 AA5938.and is referenced to NAD 83.
 AA5938
 AA5938.The geoid height was determined by GEOID03.
 AA5938
 AA5938;                    North         East     Units Scale Factor Converg.
 AA5938;SPC WA S     -   234,519.944   458,049.412   MT  1.00002664   -0 24 14.4
 AA5938;SPC WA S     -   769,420.85  1,502,783.78   sFT  1.00002664   -0 24 14.4
 AA5938;UTM  10      - 5,256,095.925   646,556.070   MT  0.99986396   +1 25 55.4
 AA5938
 AA5938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5938!SPC WA S     -   0.99986438  x   1.00002664  =   0.99989101
 AA5938!UTM  10      -   0.99986438  x   0.99986396  =   0.99972835
 AA5938
 AA5938                          SUPERSEDED SURVEY CONTROL
 AA5938
 AA5938  NAD 83(1991)-  47 26 30.56701(N)    121 03 22.19992(W) AD(       ) 1
 AA5938  ELLIP H (06/21/95)  865.54   (m)                       GP(       ) 4 2
 AA5938
 AA5938.Superseded values are not recommended for survey control.
 AA5938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5938.See file dsdata.txt to determine how the superseded data were derived.
 AA5938
 AA5938_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4655656096(NAD 83)
 AA5938_MARKER: DD = SURVEY DISK
 AA5938_SETTING: 66 = SET IN ROCK OUTCROP
 AA5938_STAMPING: 2895 T RESET 1991
 AA5938_MARK LOGO: USDA  
 AA5938_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5938+STABILITY: POSITION/ELEVATION WELL
 AA5938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5938+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5938
 AA5938  HISTORY     - Date     Condition        Report By
 AA5938  HISTORY     - 1991     MONUMENTED       USDA
 AA5938
 AA5938                          STATION DESCRIPTION
 AA5938
 AA5938'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1991
 AA5938'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5938'APPROXIMATELY 15.6 MI (25.1 KM) NORTH OF THE TOWN OF ROSLYN.  TO REACH
 AA5938'THE STATION FROM THE FIRE STATION IN THE TOWN OF ROSLYN, PROCEED NORTH
 AA5938'ON S.R. 903 (SALMON LA SAC ROAD) FOR 12.2 MI (19.6 KM) TO THE
 AA5938'INTERSECTION WITH F.R. 4308 ON THE LEFT. CONTINUE NORTH ON SALMON LA
 AA5938'SAC ROAD FOR 3.5 MI (5.6 KM) TO THE INTERSECTION WITH F.R. 4330 ON THE
 AA5938'RIGHT, NEAR THE SALMON LA SAC GUARD STATION.  TURN RIGHT AND PROCEED
 AA5938'NORTHEAST ON F.R. 4330 FOR 3.9 MI (6.3 KM) TO THE STATION ON THE
 AA5938'RIGHT, JUST WEST OF THE CROSSING OVER BIG BOULDER CREEK. THE STATION
 AA5938'IS A U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE DISK STAMPED "2895
 AA5938'T RESET  1991", AND IS SET IN TOP OF A ROCK OUTCROP. THE DISK IS
 AA5938'LOCATED 31.0 FT (9.4 M) SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE,
 AA5938'31.3 FT (9.5 M) SOUTHEAST OF THE CENTERLINE OF F.R. 4330, AND 2.5 FT
 AA5938'(0.8 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0400 ***********************************************************************
 TR0400  DESIGNATION -  29
 TR0400  PID         -  TR0400
 TR0400  STATE/COUNTY-  WA/ISLAND
 TR0400  USGS QUAD   -  OAK HARBOR (1973)
 TR0400
 TR0400                         *CURRENT SURVEY CONTROL
 TR0400  ___________________________________________________________________
 TR0400* NAD 83(1986)-  48 20 26.     (N)    122 40 49.     (W)     SCALED    
 TR0400* NAVD 88     -        10.961  (meters)      35.96   (feet)  ADJUSTED  
 TR0400  ___________________________________________________________________
 TR0400  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 TR0400  DYNAMIC HT  -          10.964 (meters)      35.97  (feet)  COMP
 TR0400  MODELED GRAV-     980,862.1   (mgal)                       NAVD 88
 TR0400
 TR0400  VERT ORDER  -  FIRST     CLASS II
 TR0400
 TR0400.The horizontal coordinates were scaled from a topographic map and have
 TR0400.an estimated accuracy of +/- 6 seconds.
 TR0400
 TR0400.The orthometric height was determined by differential leveling
 TR0400.and adjusted by the National Geodetic Survey in June 1991..
 TR0400
 TR0400.The geoid height was determined by GEOID03.
 TR0400
 TR0400.The dynamic height is computed by dividing the NAVD 88
 TR0400.geopotential number by the normal gravity value computed on the
 TR0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0400.degrees latitude (g = 980.6199 gals.).
 TR0400
 TR0400.The modeled gravity was interpolated from observed gravity values.
 TR0400
 TR0400;                    North         East    Units  Estimated Accuracy
 TR0400;SPC WA N     -   150,690.      363,100.      MT  (+/- 180 meters Scaled)
 TR0400
 TR0400                          SUPERSEDED SURVEY CONTROL
 TR0400
 TR0400  NGVD 29 (??/??/92)    9.816  (m)           32.20   (f) ADJ UNCH    1 2
 TR0400
 TR0400.Superseded values are not recommended for survey control.
 TR0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0400.See file dsdata.txt to determine how the superseded data were derived.
 TR0400
 TR0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU236542(NAD 83)
 TR0400_MARKER: Z = SEE DESCRIPTION
 TR0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0400_STAMPING: 29
 TR0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0400+STABILITY: SURFACE MOTION
 TR0400
 TR0400  HISTORY     - Date     Condition        Report By
 TR0400  HISTORY     - UNK      MONUMENTED       DOD
 TR0400  HISTORY     - 1952     GOOD             NGS
 TR0400  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0400
 TR0400                          STATION DESCRIPTION
 TR0400
 TR0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0400'5.8 MI N FROM OAK HARBOR.
 TR0400'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0400'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.9 MILE WEST
 TR0400'ALONG TORPEDO ROAD THROUGH THE EAST GATE OF THE U.S. NAVAL AIR STATION
 TR0400'AULT FIELD, THENCE 0.1 MILE NORTH ALONG LANGLEY BLVD., THENCE 0.2 MILE
 TR0400'WEST ALONG YORKTOWN STREET, THENCE 0.4 MILE NORTH ALONG WASP STREET,
 TR0400'THENCE 0.3 MILE WEST ALONG LEXINGTON STREET, AT THE T JUNCTION OF
 TR0400'SARATOGA STREET, 207 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 TR0400'BUILDING NO. 157, 29 FEET NORTHEAST OF POWER LINE POLE NO. 67 WITH A
 TR0400'GUY WIRE, 0.8 FOOT LOWER THAN THE SURFACE OF THE ROAD, AND SET IN THE
 TR0400'TOP OF A CONCRETE POST WHICH IS ENCASED BY A 6-INCH STEEL PIPE WITH A
 TR0400'CASTIRON COVER.
 TR0400
 TR0400                          STATION RECOVERY (1973)
 TR0400
 TR0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0144 ***********************************************************************
 SY0144  DESIGNATION -  29 A 1 WAGS
 SY0144  PID         -  SY0144
 SY0144  STATE/COUNTY-  WA/KING
 SY0144  USGS QUAD   -  
 SY0144
 SY0144                         *CURRENT SURVEY CONTROL
 SY0144  ___________________________________________________________________
 SY0144* NAD 83(1986)-  47 44 02.     (N)    122 20 42.     (W)     SCALED    
 SY0144* NAVD 88     -       147.230  (meters)     483.04   (feet)  POSTED    
 SY0144  ___________________________________________________________________
 SY0144  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SY0144  DYNAMIC HT  -         147.250 (meters)     483.10  (feet)  COMP
 SY0144  MODELED GRAV-     980,730.4   (mgal)                       NAVD 88
 SY0144
 SY0144  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SY0144
 SY0144.The horizontal coordinates were scaled from a topographic map and have
 SY0144.an estimated accuracy of +/- 6 seconds.
 SY0144
 SY0144.The orthometric height was determined by differential leveling
 SY0144.and adjusted by the National Geodetic Survey in 1992..
 SY0144.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SY0144.rate of 2.1 thru 3.0 mm/km.
 SY0144
 SY0144.The geoid height was determined by GEOID03.
 SY0144
 SY0144.The dynamic height is computed by dividing the NAVD 88
 SY0144.geopotential number by the normal gravity value computed on the
 SY0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0144.degrees latitude (g = 980.6199 gals.).
 SY0144
 SY0144.The modeled gravity was interpolated from observed gravity values.
 SY0144
 SY0144;                    North         East    Units  Estimated Accuracy
 SY0144;SPC WA N     -    82,710.      386,620.      MT  (+/- 180 meters Scaled)
 SY0144
 SY0144                          SUPERSEDED SURVEY CONTROL
 SY0144
 SY0144  NGVD 29 (??/??/??)  146.117  (m)          479.39   (f) ADJUSTED    1 2
 SY0144
 SY0144.Superseded values are not recommended for survey control.
 SY0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0144.See file dsdata.txt to determine how the superseded data were derived.
 SY0144
 SY0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET491869(NAD 83)
 SY0144_MARKER: DD = SURVEY DISK
 SY0144_SETTING: 0 = UNSPECIFIED SETTING
 SY0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0144
 SY0144  HISTORY     - Date     Condition        Report By
 SY0144  HISTORY     - UNK      MONUMENTED       WAGS
 SY0144  HISTORY     - 1947     GOOD             CGS
 SY0144  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0144  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY0144
 SY0144                          STATION DESCRIPTION
 SY0144
 SY0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0144'2.0 MI S FROM RICHMOND HIGHLANDS.
 SY0144'2.0 MILES SOUTH ALONG U.S. HIGHWAY 99 (AURORA AVENUE) FROM THE POST
 SY0144'OFFICE AT RICHMOND HIGHLANDS, AT AN INTERSECTION OF THE HIGHWAY AND
 SY0144'145TH. STREET, SET IN THE CONCRETE PAVEMENT OF THE EAST LANE OF THE
 SY0144'HIGHWAY, 14.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 9.4 FEET
 SY0144'NORTH OF THE CENTER LINE OF 145TH. STREET, AND 4.6 FEET WEST OF THE
 SY0144'WEST EDGE OF THE PAVEMENT.  NOTE-- STAMPING WORN OFF BY TRAFFIC.
 SY0144
 SY0144                          STATION RECOVERY (1965)
 SY0144
 SY0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0144'MARK NOT FOUND.
 SY0144
 SY0144                          STATION RECOVERY (2001)
 SY0144
 SY0144'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0931 ***********************************************************************
 SA0931  DESIGNATION -  29 E
 SA0931  PID         -  SA0931
 SA0931  STATE/COUNTY-  WA/FRANKLIN
 SA0931  USGS QUAD   -  KENNEWICK (1992)
 SA0931
 SA0931                         *CURRENT SURVEY CONTROL
 SA0931  ___________________________________________________________________
 SA0931* NAD 83(1986)-  46 14 30.     (N)    119 12 05.     (W)     SCALED    
 SA0931* NAVD 88     -       108.123  (meters)     354.73   (feet)  ADJUSTED  
 SA0931  ___________________________________________________________________
 SA0931  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SA0931  DYNAMIC HT  -         108.126 (meters)     354.74  (feet)  COMP
 SA0931  MODELED GRAV-     980,648.7   (mgal)                       NAVD 88
 SA0931
 SA0931  VERT ORDER  -  SECOND    CLASS 0
 SA0931
 SA0931.The horizontal coordinates were scaled from a topographic map and have
 SA0931.an estimated accuracy of +/- 6 seconds.
 SA0931
 SA0931.The orthometric height was determined by differential leveling
 SA0931.and adjusted by the National Geodetic Survey in June 1991..
 SA0931
 SA0931.The geoid height was determined by GEOID03.
 SA0931
 SA0931.The dynamic height is computed by dividing the NAVD 88
 SA0931.geopotential number by the normal gravity value computed on the
 SA0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0931.degrees latitude (g = 980.6199 gals.).
 SA0931
 SA0931.The modeled gravity was interpolated from observed gravity values.
 SA0931
 SA0931;                    North         East    Units  Estimated Accuracy
 SA0931;SPC WA S     -   101,790.      600,150.      MT  (+/- 180 meters Scaled)
 SA0931
 SA0931                          SUPERSEDED SURVEY CONTROL
 SA0931
 SA0931  NGVD 29 (??/??/92)  107.095  (m)          351.36   (f) ADJ UNCH    2 0
 SA0931
 SA0931.Superseded values are not recommended for survey control.
 SA0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0931.See file dsdata.txt to determine how the superseded data were derived.
 SA0931
 SA0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM302232(NAD 83)
 SA0931_MARKER: DB = BENCH MARK DISK
 SA0931_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0931_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0931_STAMPING: 29 E
 SA0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0931
 SA0931  HISTORY     - Date     Condition        Report By
 SA0931  HISTORY     - UNK      MONUMENTED       BOR
 SA0931  HISTORY     - 1949     GOOD             NGS
 SA0931  HISTORY     - 1963     MARK NOT FOUND   USGS
 SA0931
 SA0931                          STATION DESCRIPTION
 SA0931
 SA0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA0931'5.3 MI W FROM PASCO.
 SA0931'ABOUT 0.3 MILE NORTH ALONG U. S. HIGHWAY 395 FROM THE COURTHOUSE AT
 SA0931'PASCO, THENCE 4.0 MILES WEST ALONG THE COLUMBIA RIVER ROAD, THENCE 1.0
 SA0931'MILE WEST ALONG THE RIVERVIEW ROAD, AT A T JUNCTION, AT A LONG CURVE
 SA0931'IN THE ROAD, 59.0 FEET NORTHWEST OF POWER POLE NO. 154, 9.0 FEET WEST
 SA0931'OF PROLONGATION OF CENTER LINE OF THE T ROAD NORTH, 4.4 FEET SOUTH OF
 SA0931'THE CENTER LINE OF THE ROAD, A BRONZE DISK WELDED ON TOP OF AN IRON
 SA0931'PIPE AND ENCASED BY A 6-INCH IRON PIPE AND 0.4 FOOT BELOW THE ROAD.
 SA0931'NOTE-- CONSIDERABLE ROAD CHANGES IN AREA.
 SA0931
 SA0931                          STATION RECOVERY (1963)
 SA0931
 SA0931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 SA0931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0139 ***********************************************************************
 SB0139  DESIGNATION -  29 E USGS
 SB0139  PID         -  SB0139
 SB0139  STATE/COUNTY-  WA/KITTITAS
 SB0139  USGS QUAD   -  DORIS (1953)
 SB0139
 SB0139                         *CURRENT SURVEY CONTROL
 SB0139  ___________________________________________________________________
 SB0139* NAD 83(1986)-  46 46 15.     (N)    120 06 31.     (W)     SCALED    
 SB0139* NAVD 88     -       681.736  (meters)    2236.66   (feet)  ADJUSTED  
 SB0139  ___________________________________________________________________
 SB0139  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SB0139  DYNAMIC HT  -         681.740 (meters)    2236.68  (feet)  COMP
 SB0139  MODELED GRAV-     980,595.8   (mgal)                       NAVD 88
 SB0139
 SB0139  VERT ORDER  -  SECOND    CLASS 0
 SB0139
 SB0139.The horizontal coordinates were scaled from a topographic map and have
 SB0139.an estimated accuracy of +/- 6 seconds.
 SB0139
 SB0139.The orthometric height was determined by differential leveling
 SB0139.and adjusted by the National Geodetic Survey in June 1991..
 SB0139
 SB0139.The geoid height was determined by GEOID03.
 SB0139
 SB0139.The dynamic height is computed by dividing the NAVD 88
 SB0139.geopotential number by the normal gravity value computed on the
 SB0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0139.degrees latitude (g = 980.6199 gals.).
 SB0139
 SB0139.The modeled gravity was interpolated from observed gravity values.
 SB0139
 SB0139;                    North         East    Units  Estimated Accuracy
 SB0139;SPC WA S     -   159,850.      529,890.      MT  (+/- 180 meters Scaled)
 SB0139
 SB0139                          SUPERSEDED SURVEY CONTROL
 SB0139
 SB0139  NGVD 29 (??/??/92)  680.635  (m)         2233.05   (f) ADJ UNCH    2 0
 SB0139
 SB0139.Superseded values are not recommended for survey control.
 SB0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0139.See file dsdata.txt to determine how the superseded data were derived.
 SB0139
 SB0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS207837(NAD 83)
 SB0139_MARKER: DD = SURVEY DISK
 SB0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0139_STAMPING: 29 E 2233 1938
 SB0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0139+STABILITY: SURFACE MOTION
 SB0139
 SB0139  HISTORY     - Date     Condition        Report By
 SB0139  HISTORY     - 1938     MONUMENTED       USGS
 SB0139  HISTORY     - 1949     GOOD             NGS
 SB0139
 SB0139                          STATION DESCRIPTION
 SB0139
 SB0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0139'8.8 MI W FROM LEVERING.
 SB0139'0.9 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0139'RAILROAD FROM THE SIDING SIGN AT LEVERING, THENCE 7.8 MILES WEST ALONG
 SB0139'A TRACK ROAD, IN A SADDLE, ON A RIDGE BETWEEN TWO DEEP RAVINES, 42
 SB0139'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.9 FEET EAST OF A WITNESS
 SB0139'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SB0139'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0165 ***********************************************************************
 SB0165  DESIGNATION -  29 TR USGS
 SB0165  PID         -  SB0165
 SB0165  STATE/COUNTY-  WA/YAKIMA
 SB0165  USGS QUAD   -  SELAH SPRINGS (1953)
 SB0165
 SB0165                         *CURRENT SURVEY CONTROL
 SB0165  ___________________________________________________________________
 SB0165* NAD 83(1986)-  46 38 47.     (N)    120 16 14.     (W)     SCALED    
 SB0165* NAVD 88     -       714.221  (meters)    2343.24   (feet)  ADJUSTED  
 SB0165  ___________________________________________________________________
 SB0165  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 SB0165  DYNAMIC HT  -         714.190 (meters)    2343.14  (feet)  COMP
 SB0165  MODELED GRAV-     980,546.9   (mgal)                       NAVD 88
 SB0165
 SB0165  VERT ORDER  -  SECOND    CLASS 0
 SB0165
 SB0165.The horizontal coordinates were scaled from a topographic map and have
 SB0165.an estimated accuracy of +/- 6 seconds.
 SB0165
 SB0165.The orthometric height was determined by differential leveling
 SB0165.and adjusted by the National Geodetic Survey in June 1991..
 SB0165
 SB0165.The geoid height was determined by GEOID03.
 SB0165
 SB0165.The dynamic height is computed by dividing the NAVD 88
 SB0165.geopotential number by the normal gravity value computed on the
 SB0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0165.degrees latitude (g = 980.6199 gals.).
 SB0165
 SB0165.The modeled gravity was interpolated from observed gravity values.
 SB0165
 SB0165;                    North         East    Units  Estimated Accuracy
 SB0165;SPC WA S     -   145,970.      517,560.      MT  (+/- 180 meters Scaled)
 SB0165
 SB0165                          SUPERSEDED SURVEY CONTROL
 SB0165
 SB0165  NGVD 29 (??/??/92)  713.112  (m)         2339.60   (f) ADJ UNCH    2 0
 SB0165
 SB0165.Superseded values are not recommended for survey control.
 SB0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0165.See file dsdata.txt to determine how the superseded data were derived.
 SB0165
 SB0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS088694(NAD 83)
 SB0165_MARKER: DD = SURVEY DISK
 SB0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0165_STAMPING: 29 TR 2340 1936
 SB0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0165+STABILITY: SURFACE MOTION
 SB0165
 SB0165  HISTORY     - Date     Condition        Report By
 SB0165  HISTORY     - 1936     MONUMENTED       USGS
 SB0165  HISTORY     - 1946     GOOD             NGS
 SB0165
 SB0165                          STATION DESCRIPTION
 SB0165
 SB0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SB0165'12.6 MI W FROM PHILLIPS AND HAGERTY RANCH.
 SB0165'12.6 MILES WEST ALONG THE POMONA ROAD FROM PHILLIPS AND HAGERTY RANCH
 SB0165'HEADQUARTERS, 12.9 MILES EAST OF POMONA, AT THE INTERSECTION OF A
 SB0165'TRACK ROAD, 111 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD
 SB0165'LEADING NORTHEAST, 80 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 SB0165'OF A TRACK ROAD LEADING SOUTH, 51 FEET NORTH OF THE CENTER LINE OF THE
 SB0165'MAIN ROAD, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 SB0165'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 SB0165'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AG9919 ***********************************************************************
 AG9919  DESIGNATION -  29 WF
 AG9919  PID         -  AG9919
 AG9919  STATE/COUNTY-  WA/KLICKITAT
 AG9919  USGS QUAD   -  APPLETON (1994)
 AG9919
 AG9919                         *CURRENT SURVEY CONTROL
 AG9919  ___________________________________________________________________
 AG9919* NAD 83(1986)-  45 46 44.     (N)    121 19 23.     (W)     SCALED    
 AG9919* NAVD 88     -       711.711  (meters)    2335.01   (feet)  ADJUSTED  
 AG9919  ___________________________________________________________________
 AG9919  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 AG9919  DYNAMIC HT  -         711.635 (meters)    2334.76  (feet)  COMP
 AG9919  MODELED GRAV-     980,485.1   (mgal)                       NAVD 88
 AG9919
 AG9919  VERT ORDER  -  FIRST     CLASS II
 AG9919
 AG9919.The horizontal coordinates were scaled from a topographic map and have
 AG9919.an estimated accuracy of +/- 6 seconds.
 AG9919
 AG9919.The orthometric height was determined by differential leveling
 AG9919.and adjusted by the National Geodetic Survey in July 2002..
 AG9919
 AG9919.The geoid height was determined by GEOID03.
 AG9919
 AG9919.The dynamic height is computed by dividing the NAVD 88
 AG9919.geopotential number by the normal gravity value computed on the
 AG9919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9919.degrees latitude (g = 980.6199 gals.).
 AG9919
 AG9919.The modeled gravity was interpolated from observed gravity values.
 AG9919
 AG9919;                    North         East    Units  Estimated Accuracy
 AG9919;SPC WA S     -    49,860.      435,990.      MT  (+/- 180 meters Scaled)
 AG9919
 AG9919                          SUPERSEDED SURVEY CONTROL
 AG9919
 AG9919.No superseded survey control is available for this station.
 AG9919
 AG9919_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR303708(NAD 83)
 AG9919_MARKER: DE = TRAVERSE STATION DISK
 AG9919_SETTING: 80 = SET IN A BOULDER
 AG9919_STAMPING: 29 WF 1955 2331
 AG9919_MARK LOGO: USGS  
 AG9919_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9919+STABILITY: SURFACE MOTION
 AG9919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9919+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1998
 AG9919
 AG9919  HISTORY     - Date     Condition        Report By
 AG9919  HISTORY     - 1955     MONUMENTED       USGS
 AG9919  HISTORY     - 19980324 GOOD             NGS
 AG9919
 AG9919                          STATION DESCRIPTION
 AG9919
 AG9919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9919'0.7 KM (0.45 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 AG9919'IN LYLE, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG OLD STATE HIGHWAY 8,
 AG9919'THENCE 0.6 KM (0.35 MI) NORTHEASTERLY ALONG CANYON ROAD, THENCE 9.3 KM
 AG9919'(5.75 MI) NORTHWESTERLY ALONG LYLE-SNOWDEN ROAD, NEAR THE CENTER OF A
 AG9919'1.5 BY 2.5-FT BOULDER, 14.7 M (48.2 FT) NORTH OF THE EXTENDED CENTER
 AG9919'OF A DRIVEWAY LEADING TO HOUSE NUMBER 584, 10.6 M (34.8 FT) WEST OF
 AG9919'THE ROAD CENTER, 4.7 M (15.4 FT) NORTHEAST OF A UTILITY POLE WITH A
 AG9919'TRANSFORMER AND A GUY CABLE, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE
 AG9919'ROAD, AND THE BOULDER PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 AG9919'SURFACE.  NOTE--THE MARK IS ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1438 ***********************************************************************
 TP1438  DESIGNATION -  2924N11
 TP1438  PID         -  TP1438
 TP1438  STATE/COUNTY-  WA/DOUGLAS
 TP1438  USGS QUAD   -  BREWSTER (1992)
 TP1438
 TP1438                         *CURRENT SURVEY CONTROL
 TP1438  ___________________________________________________________________
 TP1438* NAD 83(1998)-  48 00 14.89183(N)    119 49 51.91718(W)     ADJUSTED  
 TP1438* NAVD 88     -       803.4    (meters)    2636.     (feet)  GPS OBS   
 TP1438  ___________________________________________________________________
 TP1438  X           -  -2,127,024.272 (meters)                     COMP
 TP1438  Y           -  -3,709,325.370 (meters)                     COMP
 TP1438  Z           -   4,717,766.950 (meters)                     COMP
 TP1438  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 TP1438  ELLIP HEIGHT-         784.27  (meters)          (07/05/01) GPS OBS
 TP1438  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TP1438
 TP1438  HORZ ORDER  -  FIRST
 TP1438  ELLP ORDER  -  FOURTH    CLASS II
 TP1438
 TP1438.The horizontal coordinates were established by GPS observations
 TP1438.and adjusted by the National Geodetic Survey in July 2001..
 TP1438.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TP1438.DATUM ITEM on the data sheet items page.
 TP1438
 TP1438.The orthometric height was determined by GPS observations and a
 TP1438.high-resolution geoid model.
 TP1438
 TP1438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TP1438
 TP1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1438
 TP1438.The ellipsoidal height was determined by GPS observations
 TP1438.and is referenced to NAD 83.
 TP1438
 TP1438.The geoid height was determined by GEOID03.
 TP1438
 TP1438;                    North         East     Units Scale Factor Converg.
 TP1438;SPC WA N     -   112,128.863   574,780.639   MT  0.99994422   +0 44 46.3
 TP1438;SPC WA N     -   367,876.11  1,885,759.48   sFT  0.99994422   +0 44 46.3
 TP1438;UTM  11      - 5,320,638.671   288,839.353   MT  1.00014792   -2 06 17.3
 TP1438
 TP1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1438!SPC WA N     -   0.99987710  x   0.99994422  =   0.99982132
 TP1438!UTM  11      -   0.99987710  x   1.00014792  =   1.00002500
 TP1438
 TP1438                          SUPERSEDED SURVEY CONTROL
 TP1438
 TP1438  NAD 83(1991)-  48 00 14.89046(N)    119 49 51.91713(W) AD(       ) 1
 TP1438  ELLIP H (01/21/94)  784.41   (m)                       GP(       ) 4 1
 TP1438
 TP1438.Superseded values are not recommended for survey control.
 TP1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1438.See file dsdata.txt to determine how the superseded data were derived.
 TP1438
 TP1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP8883920639(NAD 83)
 TP1438_MARKER: A = ALUMINUM MARKER
 TP1438_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TP1438_SP_SET: METAL PIPE IN CONCRETE
 TP1438_STAMPING: T29N R24E 1/4 S16 S21 GPS 148 LS 29272 1993
 TP1438_MARK LOGO: WA-017
 TP1438_PROJECTION: PROJECTING 30 CENTIMETERS
 TP1438_MAGNETIC: P = MARKER IS A STEEL PIPE
 TP1438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1438+STABILITY: POSITION/ELEVATION WELL
 TP1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP1438+SATELLITE: SATELLITE OBSERVATIONS - 1993
 TP1438_ROD/PIPE-DEPTH: 0.61 meters
 TP1438
 TP1438  HISTORY     - Date     Condition        Report By
 TP1438  HISTORY     - 1993     MONUMENTED       DCPW
 TP1438
 TP1438                          STATION DESCRIPTION
 TP1438
 TP1438'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 TP1438'THE STATION IS APPROXIMATELY 7.0 MI (11.3 KM) WEST OF BRIDGEPORT, WA,
 TP1438'6.5 MI (10.5 KM) SSW OF BREWSTER, WA, AND 16 MI (25.7 KM) NW OF
 TP1438'MANSFIELD, WA, AT THE N 1/4 CORNER OF SECTION 21, T29N, R24E, WM,
 TP1438'DOUGLAS COUNTY, WA.
 TP1438'TO REACH STATION FROM POST OFFICE IN BREWSTER, WA, DRIVE EAST ALONG
 TP1438'MAIN STREET 0.1 MI (0.2 KM) TO THE INTERSECTION OF BRIDGE STREET.
 TP1438'CONTINUE SOUTH ALONG BRIDGE STREET 1.0 MI, ACROSS THE BRIDGE, TO A
 TP1438'CURVE TO THE EAST, AND THE INTERSECTION OF CRANE ORCHARD ROAD TO THE
 TP1438'WEST. CONTINUE WESTERLY ALONG CRANE ORCHARD ROAD 2.45 MI (3.94 KM) TO
 TP1438'THE INTERSECTION OF CENTRAL FERRY ROAD, A PAVED AND IMPROVED GRAVEL
 TP1438'ROAD TO THE SOUTH. CONTINUE SOUTHERLY ALONG CENTRAL FERRY ROAD,
 TP1438'STAYING TO THE LEFT FORK, 4.88 MI (7.85 KM) TO THE INTERSECTION OF A
 TP1438'DIRT ROAD TO THE WEST. CONTINUE WEST AND SOUTH ALONG DIRT ROAD 1.1 MI
 TP1438'(1.8 KM) TO THE STATION 100 FT (30.5 M) EAST OF AND 50 FT (15.2 M)
 TP1438'HIGHER THAN THE ROAD, 150 FT (45.7 M) NORTH OF AN E-W FENCE LINE, 8.7
 TP1438'FT (2.7 M) N08W OF A CHISELED X IN A 3 FT (0.9 M) BY 2.5 FT (0.8 M)
 TP1438'BY 1 FT (0.3 M) HIGH ROCK OUTCROP, 30.8 FT (9.4 M) S28W OF A CHISELED
 TP1438'X IN A 4.5 FT (1.4 M) BY 2.5 FT (0.8 M) BY 1 FT (0.3 M) HIGH ROCK
 TP1438'OUTCROP, AND 4.7 FT (1.4 M) WEST OF A STEEL POST WITH A YELLOW
 TP1438'WITNESS SIGN.
 TP1438'THE STATION IS A 2 INCH DOUGLAS COUNTY ALUMINUM CAP STAMPED -T29N R24E
 TP1438'1/4 S16 S21 GPS 148 LS 29272 1993- SET IN THE TOP OF A 1 INCH INSIDE
 TP1438'DIAMETER BY 3 FT (0.9 M) LONG STEEL PIPE, SURROUNDED BY A MASS OF
 TP1438'CONCRETE AND STONES, AND PROJECTING 1 FT (0.3 M) ABOVE THE
 TP1438'SURROUNDING DIRT SURFACE.
 TP1438'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 TP1438'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1439 ***********************************************************************
 TP1439  DESIGNATION -  2925A1
 TP1439  PID         -  TP1439
 TP1439  STATE/COUNTY-  WA/DOUGLAS
 TP1439  USGS QUAD   -  BREWSTER (1992)
 TP1439
 TP1439                         *CURRENT SURVEY CONTROL
 TP1439  ___________________________________________________________________
 TP1439* NAD 83(1998)-  48 02 51.40875(N)    119 45 19.24804(W)     ADJUSTED  
 TP1439* NAVD 88     -       848.5    (meters)    2784.     (feet)  GPS OBS   
 TP1439  ___________________________________________________________________
 TP1439  X           -  -2,120,349.925 (meters)                     COMP
 TP1439  Y           -  -3,709,039.493 (meters)                     COMP
 TP1439  Z           -   4,721,033.896 (meters)                     COMP
 TP1439  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 TP1439  ELLIP HEIGHT-         829.23  (meters)          (07/05/01) GPS OBS
 TP1439  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 TP1439
 TP1439  HORZ ORDER  -  FIRST
 TP1439  ELLP ORDER  -  FOURTH    CLASS II
 TP1439
 TP1439.The horizontal coordinates were established by GPS observations
 TP1439.and adjusted by the National Geodetic Survey in July 2001..
 TP1439.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TP1439.DATUM ITEM on the data sheet items page.
 TP1439
 TP1439.The orthometric height was determined by GPS observations and a
 TP1439.high-resolution geoid model.
 TP1439
 TP1439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TP1439
 TP1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1439
 TP1439.The ellipsoidal height was determined by GPS observations
 TP1439.and is referenced to NAD 83.
 TP1439
 TP1439.The geoid height was determined by GEOID03.
 TP1439
 TP1439;                    North         East     Units Scale Factor Converg.
 TP1439;SPC WA N     -   117,038.732   580,363.876   MT  0.99994300   +0 48 09.3
 TP1439;SPC WA N     -   383,984.57  1,904,077.15   sFT  0.99994300   +0 48 09.3
 TP1439;UTM  11      - 5,325,265.560   294,661.052   MT  1.00011812   -2 02 59.5
 TP1439
 TP1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1439!SPC WA N     -   0.99987005  x   0.99994300  =   0.99981306
 TP1439!UTM  11      -   0.99987005  x   1.00011812  =   0.99998816
 TP1439
 TP1439                          SUPERSEDED SURVEY CONTROL
 TP1439
 TP1439  NAD 83(1991)-  48 02 51.40744(N)    119 45 19.24830(W) AD(       ) 1
 TP1439  ELLIP H (01/21/94)  829.38   (m)                       GP(       ) 4 1
 TP1439
 TP1439.Superseded values are not recommended for survey control.
 TP1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1439.See file dsdata.txt to determine how the superseded data were derived.
 TP1439
 TP1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP9466125266(NAD 83)
 TP1439_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1439_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TP1439_SP_SET: METAL PIPE IN CONCRETE
 TP1439_STAMPING: R24E R25E T30N T29N S36 S31 S1 S6 1987 LS 23599
 TP1439_MARK LOGO: ERLAND
 TP1439_MAGNETIC: P = MARKER IS A STEEL PIPE
 TP1439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1439+STABILITY: POSITION/ELEVATION WELL
 TP1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP1439+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 TP1439
 TP1439  HISTORY     - Date     Condition        Report By
 TP1439  HISTORY     - 1987     MONUMENTED       ERLAND
 TP1439  HISTORY     - 19930607 GOOD             DCPW
 TP1439
 TP1439                          STATION DESCRIPTION
 TP1439
 TP1439'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 TP1439'THE STATION IS APPROXIMATELY 5 MI (8.0 KM) NW OF BRIDGEPORT, WA, 17 MI
 TP1439'(27.4 KM) NNW OF MANSFIELD, WA, AND 7 MI (11.3 KM) EAST OF PATEROS,
 TP1439'WA, AT THE CORNER TO SECTIONS 36, 31, 1, AND 6, COMMON TO TOWNSHIPS
 TP1439'30 AND 29 NORTH, COMMON TO RANGES 24 AND 25 EAST, WM, DOUGLAS COUNTY,
 TP1439'WA.
 TP1439'TO REACH STATION FROM THE POST OFFICE IN BRIDGEPORT, WA, DRIVE
 TP1439'WESTERLY ALONG COLUMBIA AVE 0.9 MI (1.4 KM) TO THE INTERSECTION OF
 TP1439'HIGHWAY 173. CONTINUE SOUTH ALONG HIGHWAY 173 APPROXIMATELY 150 FT
 TP1439'(45.7 M) TO THE INTERSECTION OF DEZELLUM HILL ROAD TO THE WEST.
 TP1439'CONTINUE WESTERLY ALONG DEZELLUM HILL ROAD 4.25 MI (6.84 KM) TO THE
 TP1439'INTERSECTION OF DIVISION, A N-S DIRT ROAD. CONTINUE NORTH ALONG
 TP1439'DIVISION 0.5 MI (0.8 KM) TO THE STATION IN THE CENTERLINE OF THE DIRT
 TP1439'ROAD, IN-LINE WITH AN E-W PROPERTY LINE ON THE WEST SIDE OF THE ROAD,
 TP1439'AND 11.5 FT (3.5 M) WEST OF AN ORANGE CARSONITE WITNESS POST.
 TP1439'THE STATION IS A 3 INCH ERLANDSEN ALUMINUM CAP STAMPED -TWNSHP CORNER
 TP1439'R24E R25E T30N T29N S36 S31 S1 S6 1987 LS 23599- SET ON A 1 INCH
 TP1439'DIAMETER STEEL PIPE, IMBEDDED IN THE DIRT, IN A MONUMENT CASE, AND
 TP1439'RECESSED 0.6 FT (0.2 M) BELOW GRADE OF THE DIRT SURFACE. MONUMENT WAS
 TP1439'REINFORCED WITH A MASS OF CONCRETE BY DOUGLAS COUNTY PUBLIC WORKS.
 TP1439'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 TP1439'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0331 ***********************************************************************
 TQ0331  DESIGNATION -  29.31
 TQ0331  PID         -  TQ0331
 TQ0331  STATE/COUNTY-  WA/SKAGIT
 TQ0331  USGS QUAD   -  LAKE SHANNON (1989)
 TQ0331
 TQ0331                         *CURRENT SURVEY CONTROL
 TQ0331  ___________________________________________________________________
 TQ0331* NAD 83(1986)-  48 31 25.     (N)    121 42 50.     (W)     SCALED    
 TQ0331* NAVD 88     -        64.244  (meters)     210.77   (feet)  ADJUSTED  
 TQ0331  ___________________________________________________________________
 TQ0331  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 TQ0331  DYNAMIC HT  -          64.258 (meters)     210.82  (feet)  COMP
 TQ0331  MODELED GRAV-     980,833.2   (mgal)                       NAVD 88
 TQ0331
 TQ0331  VERT ORDER  -  FIRST     CLASS I
 TQ0331
 TQ0331.The horizontal coordinates were scaled from a topographic map and have
 TQ0331.an estimated accuracy of +/- 6 seconds.
 TQ0331
 TQ0331.The orthometric height was determined by differential leveling
 TQ0331.and adjusted by the National Geodetic Survey in June 1991..
 TQ0331
 TQ0331.The geoid height was determined by GEOID03.
 TQ0331
 TQ0331.The dynamic height is computed by dividing the NAVD 88
 TQ0331.geopotential number by the normal gravity value computed on the
 TQ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0331.degrees latitude (g = 980.6199 gals.).
 TQ0331
 TQ0331.The modeled gravity was interpolated from observed gravity values.
 TQ0331
 TQ0331;                    North         East    Units  Estimated Accuracy
 TQ0331;SPC WA N     -   169,770.      434,960.      MT  (+/- 180 meters Scaled)
 TQ0331
 TQ0331                          SUPERSEDED SURVEY CONTROL
 TQ0331
 TQ0331  NGVD 29 (??/??/92)   63.097  (m)          207.01   (f) ADJ UNCH    1 1
 TQ0331
 TQ0331.Superseded values are not recommended for survey control.
 TQ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0331.See file dsdata.txt to determine how the superseded data were derived.
 TQ0331
 TQ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU949752(NAD 83)
 TQ0331_MARKER: DD = SURVEY DISK
 TQ0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TQ0331_SP_SET: BRIDGE
 TQ0331_STAMPING: TS 29.12 BM 29.31
 TQ0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0331
 TQ0331  HISTORY     - Date     Condition        Report By
 TQ0331  HISTORY     - UNK      MONUMENTED       WAHC
 TQ0331  HISTORY     - 1973     GOOD             NGS
 TQ0331
 TQ0331                          STATION DESCRIPTION
 TQ0331
 TQ0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0331'2.5 MI SE FROM CONCRETE.
 TQ0331'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 TQ0331'SUPERIOR AVENUE AT CONCRETE, AT CONCRETE HIGHWAY BRIDGE 20-34 OVER
 TQ0331'JACKMAN CREEK, IN THE TOP AND 0.9 FOOT NORTHWEST OF THE SOUTHEAST END
 TQ0331'OF THE SOUTHWEST CONCRETE WALKWAY OVER THE BRIDGE, 1.5 FEET NORTHEAST
 TQ0331'OF THE NORTHEAST FACE OF THE SOUTHWEST GUARDRAIL, 14 FEET SOUTHWEST OF
 TQ0331'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 TQ0331'HIGHWAY.  SECTION 13, T 35N, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4314 ***********************************************************************
 RD4314  DESIGNATION -  299
 RD4314  PID         -  RD4314
 RD4314  STATE/COUNTY-  WA/CLARK
 RD4314  USGS QUAD   -  ORCHARDS (1990)
 RD4314
 RD4314                         *CURRENT SURVEY CONTROL
 RD4314  ___________________________________________________________________
 RD4314* NAD 83(1986)-  45 44 14.     (N)    122 30 59.     (W)     SCALED    
 RD4314* NAVD 88     -        93.025  (meters)     305.20   (feet)  ADJUSTED  
 RD4314  ___________________________________________________________________
 RD4314  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 RD4314  DYNAMIC HT  -          93.025 (meters)     305.20  (feet)  COMP
 RD4314  MODELED GRAV-     980,615.7   (mgal)                       NAVD 88
 RD4314
 RD4314  VERT ORDER  -  SECOND    CLASS II
 RD4314
 RD4314.The horizontal coordinates were scaled from a topographic map and have
 RD4314.an estimated accuracy of +/- 6 seconds.
 RD4314
 RD4314.The orthometric height was determined by differential leveling
 RD4314.and adjusted by the National Geodetic Survey in April 1995..
 RD4314
 RD4314.The geoid height was determined by GEOID03.
 RD4314
 RD4314.The dynamic height is computed by dividing the NAVD 88
 RD4314.geopotential number by the normal gravity value computed on the
 RD4314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4314.degrees latitude (g = 980.6199 gals.).
 RD4314
 RD4314.The modeled gravity was interpolated from observed gravity values.
 RD4314
 RD4314;                    North         East    Units  Estimated Accuracy
 RD4314;SPC WA S     -    46,900.      343,080.      MT  (+/- 180 meters Scaled)
 RD4314
 RD4314                          SUPERSEDED SURVEY CONTROL
 RD4314
 RD4314  NGVD 29 (03/17/92)   91.972  (m)          301.74   (f) ADJUSTED    2 2
 RD4314
 RD4314.Superseded values are not recommended for survey control.
 RD4314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4314.See file dsdata.txt to determine how the superseded data were derived.
 RD4314
 RD4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER376649(NAD 83)
 RD4314_MARKER: P = PIPE CAP
 RD4314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD4314_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD4314_STAMPING: ELEVATION 299 FEET
 RD4314_MARK LOGO: USGS  
 RD4314_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RD4314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4314+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RD4314
 RD4314  HISTORY     - Date     Condition        Report By
 RD4314  HISTORY     - 1950     MONUMENTED       USGS
 RD4314  HISTORY     - 19870518 GOOD             NGS
 RD4314  HISTORY     - 20050406 MARK NOT FOUND   USPSQD
 RD4314  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 RD4314  HISTORY     - 20050619 GOOD             USPSQD
 RD4314  HISTORY     - 20060718 GOOD             USPSQD
 RD4314
 RD4314                          STATION DESCRIPTION
 RD4314
 RD4314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD4314'NEAR INTERSECTION OF NE 159TH STREET AND NE 152ND AVENUE, IN SE
 RD4314'QUADRANT, NORTH 54 DEGREES WEST 50.8 FT. TO SECTION CORNER (NW CORNER
 RD4314'SEC 24 T3N R2E) AT SAID INTERSECTION, NORTH 6 DEGREES WEST 59.9 FT.
 RD4314'TO POWER POLE NUMBER 5007, NORTH 84 DEGREES WEST 46.5 FT. TO
 RD4314'TELEPHONE POLE NUMBER 46.DATUM POINT IS 3 INCH IRON PIPE WITH BRASS
 RD4314'CAP (USGS B.M.) PROJECTING 0.05 METERS.
 RD4314
 RD4314                          STATION RECOVERY (2005)
 RD4314
 RD4314'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4314'MARK NOT FOUND.
 RD4314
 RD4314                          STATION RECOVERY (2005)
 RD4314
 RD4314'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4314'MARK NOT FOUND.
 RD4314
 RD4314                          STATION RECOVERY (2005)
 RD4314
 RD4314'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4314'PIPE WAS FOUND IN E-W FENCE LINE, 6FT EAST OF NW CORNER POST, 15FT
 RD4314'EAST OF EAST EDGE OF PAVEMENT OF 152ND AVE, 27FT EAST OF CENTER OF
 RD4314'152ND AVE.
 RD4314
 RD4314                          STATION RECOVERY (2006)
 RD4314
 RD4314'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1702 ***********************************************************************
 RC1702  DESIGNATION -  2A
 RC1702  PID         -  RC1702
 RC1702  STATE/COUNTY-  WA/KLICKITAT
 RC1702  USGS QUAD   -  GULER MTN (1983)
 RC1702
 RC1702                         *CURRENT SURVEY CONTROL
 RC1702  ___________________________________________________________________
 RC1702* NAD 83(1986)-  45 52 47.     (N)    121 31 14.     (W)     SCALED    
 RC1702* NAVD 88     -       298.556  (meters)     979.51   (feet)  ADJUSTED  
 RC1702  ___________________________________________________________________
 RC1702  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 RC1702  DYNAMIC HT  -         298.544 (meters)     979.47  (feet)  COMP
 RC1702  MODELED GRAV-     980,569.4   (mgal)                       NAVD 88
 RC1702
 RC1702  VERT ORDER  -  SECOND    CLASS 0
 RC1702
 RC1702.The horizontal coordinates were scaled from a topographic map and have
 RC1702.an estimated accuracy of +/- 6 seconds.
 RC1702
 RC1702.The orthometric height was determined by differential leveling
 RC1702.and adjusted by the National Geodetic Survey in June 1991..
 RC1702
 RC1702.The geoid height was determined by GEOID03.
 RC1702
 RC1702.The dynamic height is computed by dividing the NAVD 88
 RC1702.geopotential number by the normal gravity value computed on the
 RC1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1702.degrees latitude (g = 980.6199 gals.).
 RC1702
 RC1702.The modeled gravity was interpolated from observed gravity values.
 RC1702
 RC1702;                    North         East    Units  Estimated Accuracy
 RC1702;SPC WA S     -    61,240.      420,780.      MT  (+/- 180 meters Scaled)
 RC1702
 RC1702                          SUPERSEDED SURVEY CONTROL
 RC1702
 RC1702  NGVD 29 (??/??/92)  297.523  (m)          976.12   (f) ADJ UNCH    2 0
 RC1702
 RC1702.Superseded values are not recommended for survey control.
 RC1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1702.See file dsdata.txt to determine how the superseded data were derived.
 RC1702
 RC1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR148817(NAD 83)
 RC1702_MARKER: DD = SURVEY DISK
 RC1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1702+STABILITY: SURFACE MOTION
 RC1702
 RC1702  HISTORY     - Date     Condition        Report By
 RC1702  HISTORY     - UNK      MONUMENTED       BPR
 RC1702  HISTORY     - 1968     GOOD             NGS
 RC1702
 RC1702                          STATION DESCRIPTION
 RC1702
 RC1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1702'9.95 MI S FROM TROUT LAKE.
 RC1702'MARK IS IN SEC 35, T 5 N, R 10 E.  6.1 MILES NORTH OF THE BRIDGE OVER
 RC1702'WHITE SALMON RIVER AT HUSUM.  40 FEET NORTH OF THE NORTH ONE OF THREE
 RC1702'FIR TREES GROWING CLOSE TOGETHER IN THE FENCELINE.  39 FEET WEST OF
 RC1702'AND SEVEN FEET LOWER THAN THE CENTER OF THE HIGHWAY AND 5 FEET WEST OF
 RC1702'THE LINE OF TELEPHONE POLES.  IT IS A US DEPARTMENT OF ARGICULTURE
 RC1702'BUREAU OF PUBLIC ROADS DIDK SET IN A 12-INCH SQUARE CONCRETE POST
 RC1702'WHICH PROJECTS THREE INCHES.  A METAL WITNESS POST WAS SET ONE FOOT
 RC1702'SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0307 ***********************************************************************
 SC0307  DESIGNATION -  3
 SC0307  PID         -  SC0307
 SC0307  STATE/COUNTY-  WA/COWLITZ
 SC0307  USGS QUAD   -  OAK POINT (1985)
 SC0307
 SC0307                         *CURRENT SURVEY CONTROL
 SC0307  ___________________________________________________________________
 SC0307* NAD 83(1986)-  46 10 07.     (N)    123 14 06.     (W)     SCALED    
 SC0307* NAVD 88     -        27.934  (meters)      91.65   (feet)  ADJUSTED  
 SC0307  ___________________________________________________________________
 SC0307  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 SC0307  DYNAMIC HT  -          27.938 (meters)      91.66  (feet)  COMP
 SC0307  MODELED GRAV-     980,754.6   (mgal)                       NAVD 88
 SC0307
 SC0307  VERT ORDER  -  FIRST     CLASS II
 SC0307
 SC0307.The horizontal coordinates were scaled from a topographic map and have
 SC0307.an estimated accuracy of +/- 6 seconds.
 SC0307
 SC0307.The orthometric height was determined by differential leveling
 SC0307.and adjusted by the National Geodetic Survey in June 1991..
 SC0307
 SC0307.The geoid height was determined by GEOID03.
 SC0307
 SC0307.The dynamic height is computed by dividing the NAVD 88
 SC0307.geopotential number by the normal gravity value computed on the
 SC0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0307.degrees latitude (g = 980.6199 gals.).
 SC0307
 SC0307.The modeled gravity was interpolated from observed gravity values.
 SC0307
 SC0307;                    North         East    Units  Estimated Accuracy
 SC0307;SPC WA S     -    96,500.      288,840.      MT  (+/- 180 meters Scaled)
 SC0307
 SC0307                          SUPERSEDED SURVEY CONTROL
 SC0307
 SC0307  NGVD 29 (??/??/92)   27.00   (m)           88.6    (f) COMPUTED    1 2
 SC0307
 SC0307.Superseded values are not recommended for survey control.
 SC0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0307.See file dsdata.txt to determine how the superseded data were derived.
 SC0307
 SC0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS818128(NAD 83)
 SC0307_MARKER: DB = BENCH MARK DISK
 SC0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0307_STAMPING: NO 3 1940
 SC0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0307+STABILITY: SURFACE MOTION
 SC0307
 SC0307  HISTORY     - Date     Condition        Report By
 SC0307  HISTORY     - 1940     MONUMENTED       CGS
 SC0307  HISTORY     - 1942     GOOD             NGS
 SC0307  HISTORY     - 1952     MARK NOT FOUND   USGS
 SC0307
 SC0307                          STATION DESCRIPTION
 SC0307
 SC0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 SC0307'3 MI SW FROM OAK POINT.
 SC0307'A STANDARD DISC, STAMPED NO 3 1940, SET IN THE TOP OF A CONCRETE
 SC0307'MONUMENT, ABOUT FLUSH WITH THE GROUND, SET IN THE GROUND 2 1/2 FEET
 SC0307'WEST OF THE PATH LEADING FROM HIGHWAY NO. 830 TO THE EAGLE CLIFF
 SC0307'CANNERY.  ABOUT 345 FEET FROM CENTERLINE OF HIGHWAY.  ABOUT 315 FEET
 SC0307'FROM THE FIRST ANGLE IN THE TRAIL UP FROM THE RESIDENCE.  ABOUT 120.6
 SC0307'FEET NORTH OF THE HEAD OF 13 WOODEN STEPS LEADING UP FROM THE EASTWEST
 SC0307'WOOD WALKWAY.  AND JUST BELOW (EAST OF) A LARGE 5 FOOT DIAMETER STUMP
 SC0307'CUT ABOUT 7 FEET HIGH.
 SC0307
 SC0307                          STATION RECOVERY (1952)
 SC0307
 SC0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0292 ***********************************************************************
 SC0292  DESIGNATION -  3
 SC0292  PID         -  SC0292
 SC0292  STATE/COUNTY-  WA/COWLITZ
 SC0292  USGS QUAD   -  COAL CREEK (1985)
 SC0292
 SC0292                         *CURRENT SURVEY CONTROL
 SC0292  ___________________________________________________________________
 SC0292* NAD 83(1986)-  46 11 25.     (N)    123 07 16.     (W)     SCALED    
 SC0292* NAVD 88     -         6.572  (meters)      21.56   (feet)  ADJUSTED  
 SC0292  ___________________________________________________________________
 SC0292  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 SC0292  DYNAMIC HT  -           6.573 (meters)      21.56  (feet)  COMP
 SC0292  MODELED GRAV-     980,764.1   (mgal)                       NAVD 88
 SC0292
 SC0292  VERT ORDER  -  FIRST     CLASS II
 SC0292
 SC0292.The horizontal coordinates were scaled from a topographic map and have
 SC0292.an estimated accuracy of +/- 6 seconds.
 SC0292
 SC0292.The orthometric height was determined by differential leveling
 SC0292.and adjusted by the National Geodetic Survey in June 1991..
 SC0292
 SC0292.The geoid height was determined by GEOID03.
 SC0292
 SC0292.The dynamic height is computed by dividing the NAVD 88
 SC0292.geopotential number by the normal gravity value computed on the
 SC0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0292.degrees latitude (g = 980.6199 gals.).
 SC0292
 SC0292.The modeled gravity was interpolated from observed gravity values.
 SC0292
 SC0292;                    North         East    Units  Estimated Accuracy
 SC0292;SPC WA S     -    98,610.      297,710.      MT  (+/- 180 meters Scaled)
 SC0292
 SC0292                          SUPERSEDED SURVEY CONTROL
 SC0292
 SC0292  NGVD 29 (??/??/92)    5.64   (m)           18.5    (f) COMPUTED    1 2
 SC0292
 SC0292.Superseded values are not recommended for survey control.
 SC0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0292.See file dsdata.txt to determine how the superseded data were derived.
 SC0292
 SC0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS906151(NAD 83)
 SC0292_MARKER: DB = BENCH MARK DISK
 SC0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0292_SP_SET: FLOOR
 SC0292_STAMPING: NO 3 1940
 SC0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0292
 SC0292  HISTORY     - Date     Condition        Report By
 SC0292  HISTORY     - 1940     MONUMENTED       CGS
 SC0292  HISTORY     - 1942     GOOD             NGS
 SC0292  HISTORY     - 1949     GOOD             NGS
 SC0292  HISTORY     - 20040524 MARK NOT FOUND   USPSQD
 SC0292
 SC0292                          STATION DESCRIPTION
 SC0292
 SC0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 SC0292'IN STELLA.
 SC0292'A STANDARD DISC, STAMPED NO 3 1940, SET IN THE CONCRETE FLOOR AT THE
 SC0292'BASE OF THE EAST ROOF COLUMN OF THE D. B. HORTON SERVICE STATION. 0.87
 SC0292'FEET NORTH OF THE NORTH SIDE OF THE EAST CONCRETE COLUMN BASE. AND 42
 SC0292'FEET SOUTH OF THE CENTERLINE OF U.S. HWY. NO. 830.
 SC0292
 SC0292                          STATION RECOVERY (1949)
 SC0292
 SC0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 SC0292'RECOVERED IN GOOD CONDITION.
 SC0292
 SC0292                          STATION RECOVERY (2004)
 SC0292
 SC0292'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC0292'THIS SERVICE STATION AND ALL INDICATIONS OF SUCH STATION HAVE BEEN
 SC0292'REMOVED FROM THE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0106 ***********************************************************************
 RD0106  DESIGNATION -  3
 RD0106  PID         -  RD0106
 RD0106  STATE/COUNTY-  WA/SKAMANIA
 RD0106  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0106
 RD0106                         *CURRENT SURVEY CONTROL
 RD0106  ___________________________________________________________________
 RD0106* NAD 83(1986)-  45 35 20.     (N)    122 08 49.     (W)     SCALED    
 RD0106* NAVD 88     -        18.314  (meters)      60.09   (feet)  POSTED    
 RD0106  ___________________________________________________________________
 RD0106  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 RD0106  DYNAMIC HT  -          18.310 (meters)      60.07  (feet)  COMP
 RD0106  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 RD0106
 RD0106  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0106
 RD0106.The horizontal coordinates were scaled from a topographic map and have
 RD0106.an estimated accuracy of +/- 6 seconds.
 RD0106
 RD0106.The orthometric height was determined by differential leveling
 RD0106.and adjusted by the National Geodetic Survey in 1992..
 RD0106.No vertical observational check was made to the station.
 RD0106.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0106.was located on a no-check spur therefore a value was not computed.
 RD0106
 RD0106.The geoid height was determined by GEOID03.
 RD0106
 RD0106.The dynamic height is computed by dividing the NAVD 88
 RD0106.geopotential number by the normal gravity value computed on the
 RD0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0106.degrees latitude (g = 980.6199 gals.).
 RD0106
 RD0106.The modeled gravity was interpolated from observed gravity values.
 RD0106
 RD0106;                    North         East    Units  Estimated Accuracy
 RD0106;SPC WA S     -    29,750.      371,480.      MT  (+/- 180 meters Scaled)
 RD0106
 RD0106                          SUPERSEDED SURVEY CONTROL
 RD0106
 RD0106  NGVD 29 (??/??/92)   17.29   (m)           56.7    (f) COMPUTED    1 2
 RD0106
 RD0106.Superseded values are not recommended for survey control.
 RD0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0106.See file dsdata.txt to determine how the superseded data were derived.
 RD0106
 RD0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER665487(NAD 83)
 RD0106_MARKER: DJ = TIDAL STATION DISK
 RD0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0106_STAMPING: 3 1940
 RD0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0106+STABILITY: SURFACE MOTION
 RD0106
 RD0106  HISTORY     - Date     Condition        Report By
 RD0106  HISTORY     - 1940     MONUMENTED       CGS
 RD0106  HISTORY     - 1941     GOOD             NGS
 RD0106  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0106
 RD0106                          STATION DESCRIPTION
 RD0106
 RD0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0106'IN PRINDLE.
 RD0106'ON THE GROUNDS OF THE E.C. SWIGERT SUMMER HOME, 100 FEET NORTH OF THE
 RD0106'GATE TO THE PATIO, MIDWAY BETWEEN A 24 IN. OAK AND A 36 IN. FIR TREE.
 RD0106
 RD0106                          STATION RECOVERY (1990)
 RD0106
 RD0106'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0536 ***********************************************************************
 SC0536  DESIGNATION -  3
 SC0536  PID         -  SC0536
 SC0536  STATE/COUNTY-  WA/WAHKIAKUM
 SC0536  USGS QUAD   -  ROSBURG (1984)
 SC0536
 SC0536                         *CURRENT SURVEY CONTROL
 SC0536  ___________________________________________________________________
 SC0536* NAD 83(1986)-  46 15 58.     (N)    123 39 21.     (W)     SCALED    
 SC0536* NAVD 88     -         5.848  (meters)      19.19   (feet)  ADJUSTED  
 SC0536  ___________________________________________________________________
 SC0536  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 SC0536  DYNAMIC HT  -           5.849 (meters)      19.19  (feet)  COMP
 SC0536  MODELED GRAV-     980,719.7   (mgal)                       NAVD 88
 SC0536
 SC0536  VERT ORDER  -  FIRST     CLASS II
 SC0536
 SC0536.The horizontal coordinates were scaled from a topographic map and have
 SC0536.an estimated accuracy of +/- 6 seconds.
 SC0536
 SC0536.The orthometric height was determined by differential leveling
 SC0536.and adjusted by the National Geodetic Survey in June 1991..
 SC0536
 SC0536.The geoid height was determined by GEOID03.
 SC0536
 SC0536.The dynamic height is computed by dividing the NAVD 88
 SC0536.geopotential number by the normal gravity value computed on the
 SC0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0536.degrees latitude (g = 980.6199 gals.).
 SC0536
 SC0536.The modeled gravity was interpolated from observed gravity values.
 SC0536
 SC0536;                    North         East    Units  Estimated Accuracy
 SC0536;SPC WA S     -   108,540.      256,800.      MT  (+/- 180 meters Scaled)
 SC0536
 SC0536                          SUPERSEDED SURVEY CONTROL
 SC0536
 SC0536  NGVD 29 (??/??/92)    4.91   (m)           16.1    (f) COMPUTED    1 2
 SC0536
 SC0536.Superseded values are not recommended for survey control.
 SC0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0536.See file dsdata.txt to determine how the superseded data were derived.
 SC0536
 SC0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS494238(NAD 83)
 SC0536_MARKER: DB = BENCH MARK DISK
 SC0536_SETTING: 66 = SET IN ROCK OUTCROP
 SC0536_SP_SET: ROCK
 SC0536_STAMPING: NO 3 1935
 SC0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC0536+STABILITY: POSITION/ELEVATION WELL
 SC0536
 SC0536  HISTORY     - Date     Condition        Report By
 SC0536  HISTORY     - 1935     MONUMENTED       CGS
 SC0536  HISTORY     - 1950     GOOD             NGS
 SC0536
 SC0536                          STATION DESCRIPTION
 SC0536
 SC0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SC0536'IN ALTOONA.
 SC0536'THIS DISK IS SET VERTICALLY IN THE SOUTHWEST FACE OF A PROMINENT
 SC0536'PINNACLE CONGLOMERATE ROCK, ABOUT 460 FEET ALONG THE BEACH FROM
 SC0536'ALTOONA GENERAL STORE, ABOUT 20 FEET NORTH OF HIGH WATER LINE, ABOUT
 SC0536'40 FEET WEST OF SOUTHWEST CORNER OF SMALL TWO-STORY RESIDENCE, THE
 SC0536'ONLY ONE SOUTH OF THE ROAD AT ALTOONA, 35 FEET SOUTH OF CENTER OF ROAD
 SC0536'AND 3 FEET ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0619 ***********************************************************************
 RD0619  DESIGNATION -  3
 RD0619  PID         -  RD0619
 RD0619  STATE/COUNTY-  WA/CLARK
 RD0619  USGS QUAD   -  PORTLAND (1990)
 RD0619
 RD0619                         *CURRENT SURVEY CONTROL
 RD0619  ___________________________________________________________________
 RD0619* NAD 83(1986)-  45 37 17.     (N)    122 40 22.     (W)     SCALED    
 RD0619* NAVD 88     -         6.694  (meters)      21.96   (feet)  POSTED    
 RD0619  ___________________________________________________________________
 RD0619  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD0619  DYNAMIC HT  -           6.690 (meters)      21.95  (feet)  COMP
 RD0619  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 RD0619
 RD0619  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RD0619
 RD0619.The horizontal coordinates were scaled from a topographic map and have
 RD0619.an estimated accuracy of +/- 6 seconds.
 RD0619
 RD0619.The orthometric height was determined by differential leveling
 RD0619.and adjusted by the National Geodetic Survey in 1992..
 RD0619.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RD0619.rate of 3.1 thru 4.0 mm/km.
 RD0619
 RD0619.The geoid height was determined by GEOID03.
 RD0619
 RD0619.The dynamic height is computed by dividing the NAVD 88
 RD0619.geopotential number by the normal gravity value computed on the
 RD0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0619.degrees latitude (g = 980.6199 gals.).
 RD0619
 RD0619.The modeled gravity was interpolated from observed gravity values.
 RD0619
 RD0619;                    North         East    Units  Estimated Accuracy
 RD0619;SPC WA S     -    34,350.      330,560.      MT  (+/- 180 meters Scaled)
 RD0619
 RD0619                          SUPERSEDED SURVEY CONTROL
 RD0619
 RD0619  NGVD 29 (??/??/92)    5.639  (m)           18.50   (f) ADJ UNCH    1 2
 RD0619
 RD0619.Superseded values are not recommended for survey control.
 RD0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0619.See file dsdata.txt to determine how the superseded data were derived.
 RD0619
 RD0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER255520(NAD 83)
 RD0619_MARKER: DD = SURVEY DISK
 RD0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0619_SP_SET: PIER
 RD0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0619
 RD0619  HISTORY     - Date     Condition        Report By
 RD0619  HISTORY     - UNK      MONUMENTED       USGS
 RD0619  HISTORY     - 1951     MARK NOT FOUND   NGS
 RD0619  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0619  HISTORY     - 20020224 MARK NOT FOUND   USPSQD
 RD0619  HISTORY     - 20050203 MARK NOT FOUND   USPSQD
 RD0619
 RD0619                          STATION DESCRIPTION
 RD0619
 RD0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RD0619'IN VANCOUVER.
 RD0619'AT VANCOUVER, CLARK COUNTY, AT THE INTERSTATE BRIDGE, IN THE WEST FACE
 RD0619'OF THE NORTHWEST ABUTMENT, AND ABOUT 3-1/2 FEET ABOVE THE GROUND. A
 RD0619'UNITED STATES GEOLOGICAL SURVEY STANDARD GAGING STATION DISK, SET
 RD0619'VERTICALLY.  NOTE-- THE BENCH MARK WAS ORIGINALLY SET IN DRILL HOLE IN
 RD0619'THE N PIER OF THE INTERSTATE BRIDGE.  THE PIER IS STILL STANDING AND
 RD0619'IN GOOD SHAPE.  IT IS BELIEVED BENCH MARK IS STILL PRESENT IN PIER,
 RD0619'BUT HAS BEEN COVERED UP WITH DIRT FROM FLOOD WATERS.
 RD0619
 RD0619                          STATION RECOVERY (1987)
 RD0619
 RD0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0619'NOT RECOVERED.
 RD0619
 RD0619                          STATION RECOVERY (2002)
 RD0619
 RD0619'RECOVERY NOTE BY US POWER SQUADRON 2002 (KPK)
 RD0619'MARK NOT FOUND.
 RD0619
 RD0619                          STATION RECOVERY (2005)
 RD0619
 RD0619'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHH)
 RD0619'NORTH AND WEST SIDE OF PIER IS NOW BURIED AND GRADE OF ROAD HAS BEEN
 RD0619'CHANGED SO REFERENCES ARE IN QUESTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0306 ***********************************************************************
 RZ0306  DESIGNATION -  3
 RZ0306  PID         -  RZ0306
 RZ0306  STATE/COUNTY-  WA/ASOTIN
 RZ0306  USGS QUAD   -  CAPTAIN JOHN RAPIDS (1968)
 RZ0306
 RZ0306                         *CURRENT SURVEY CONTROL
 RZ0306  ___________________________________________________________________
 RZ0306* NAD 83(1986)-  46 08 27.     (N)    116 56 11.     (W)     SCALED    
 RZ0306* NAVD 88     -       255.069  (meters)     836.84   (feet)  ADJUSTED  
 RZ0306  ___________________________________________________________________
 RZ0306  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 RZ0306  DYNAMIC HT  -         255.041 (meters)     836.75  (feet)  COMP
 RZ0306  MODELED GRAV-     980,505.2   (mgal)                       NAVD 88
 RZ0306
 RZ0306  VERT ORDER  -  SECOND    CLASS 0
 RZ0306
 RZ0306.The horizontal coordinates were scaled from a topographic map and have
 RZ0306.an estimated accuracy of +/- 6 seconds.
 RZ0306
 RZ0306.The orthometric height was determined by differential leveling
 RZ0306.and adjusted by the National Geodetic Survey in June 1991..
 RZ0306
 RZ0306.The geoid height was determined by GEOID03.
 RZ0306
 RZ0306.The dynamic height is computed by dividing the NAVD 88
 RZ0306.geopotential number by the normal gravity value computed on the
 RZ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0306.degrees latitude (g = 980.6199 gals.).
 RZ0306
 RZ0306.The modeled gravity was interpolated from observed gravity values.
 RZ0306
 RZ0306;                    North         East    Units  Estimated Accuracy
 RZ0306;SPC WA S     -    95,970.      775,240.      MT  (+/- 180 meters Scaled)
 RZ0306
 RZ0306                          SUPERSEDED SURVEY CONTROL
 RZ0306
 RZ0306  NGVD 29 (??/??/92)  254.02   (m)          833.4    (f) COMPUTED    2 0
 RZ0306
 RZ0306.Superseded values are not recommended for survey control.
 RZ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0306.See file dsdata.txt to determine how the superseded data were derived.
 RZ0306
 RZ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM049096(NAD 83)
 RZ0306_MARKER: Q = CHISELED SQUARE
 RZ0306_SETTING: 80 = SET IN A BOULDER
 RZ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0306+STABILITY: SURFACE MOTION
 RZ0306
 RZ0306  HISTORY     - Date     Condition        Report By
 RZ0306  HISTORY     - UNK      MONUMENTED       USGS
 RZ0306  HISTORY     - 1946     GOOD             NGS
 RZ0306
 RZ0306                          STATION DESCRIPTION
 RZ0306
 RZ0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0306'17.7 MI S FROM ASOTIN.
 RZ0306'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0306'SNAKE RIVER, 17.7 MILES SOUTH OF THE COURT HOUSE AT ASOTIN, AT EAST
 RZ0306'END OF A PROMINENT BAR, 0.95 MILE SOUTH OF A PRIVATE FERRY LANDING
 RZ0306'WHICH IS DIRECTLY ACROSS THE RIVER FROM A LARGE YELLOW TWO-STORY RANCH
 RZ0306'HOUSE, DIRECTLY ACROSS THE RIVER FROM A POINT SLIGHTLY TO THE NORTH OF
 RZ0306'THE MOUTH OF A RAVINE AND WHERE A ROAD MEETS THE FLAT LANDS ON THE
 RZ0306'EAST BANK OF THE RIVER, 38.5 FEET NORTH OF CENTER OF A DIM DIRT TRACK
 RZ0306'ROAD WHICH LEADS SOUTHEAST AND DOWNHILL TO A SMALL CORRAL, 29.0 FEET
 RZ0306'EAST OF CENTER OF THE MAIN ROAD, AN OUTLINED CHISELED SQUARE CUT ON
 RZ0306'TOP OF A SMALL EMBEDDED BOULDER ABOUT 4 FEET BELOW THE ROAD AND ABOUT
 RZ0306'FLUSH WITH THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0230 ***********************************************************************
 TR0230  DESIGNATION -  3
 TR0230  PID         -  TR0230
 TR0230  STATE/COUNTY-  WA/SKAGIT
 TR0230  USGS QUAD   -  LA CONNER (1973)
 TR0230
 TR0230                         *CURRENT SURVEY CONTROL
 TR0230  ___________________________________________________________________
 TR0230* NAD 83(1986)-  48 26 52.     (N)    122 28 16.     (W)     SCALED    
 TR0230* NAVD 88     -         2.210  (meters)       7.25   (feet)  ADJUSTED  
 TR0230  ___________________________________________________________________
 TR0230  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 TR0230  DYNAMIC HT  -           2.210 (meters)       7.25  (feet)  COMP
 TR0230  MODELED GRAV-     980,878.6   (mgal)                       NAVD 88
 TR0230
 TR0230  VERT ORDER  -  FIRST     CLASS II
 TR0230
 TR0230.The horizontal coordinates were scaled from a topographic map and have
 TR0230.an estimated accuracy of +/- 6 seconds.
 TR0230
 TR0230.The orthometric height was determined by differential leveling
 TR0230.and adjusted by the National Geodetic Survey in June 1991..
 TR0230
 TR0230.The geoid height was determined by GEOID03.
 TR0230
 TR0230.The dynamic height is computed by dividing the NAVD 88
 TR0230.geopotential number by the normal gravity value computed on the
 TR0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0230.degrees latitude (g = 980.6199 gals.).
 TR0230
 TR0230.The modeled gravity was interpolated from observed gravity values.
 TR0230
 TR0230;                    North         East    Units  Estimated Accuracy
 TR0230;SPC WA N     -   162,260.      378,860.      MT  (+/- 180 meters Scaled)
 TR0230
 TR0230                          SUPERSEDED SURVEY CONTROL
 TR0230
 TR0230  NGVD 29 (??/??/92)    1.056  (m)            3.46   (f) ADJ UNCH    1 2
 TR0230
 TR0230.Superseded values are not recommended for survey control.
 TR0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0230.See file dsdata.txt to determine how the superseded data were derived.
 TR0230
 TR0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU391662(NAD 83)
 TR0230_MARKER: DD = SURVEY DISK
 TR0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0230_STAMPING: 3 1909 WASH
 TR0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0230+STABILITY: SURFACE MOTION
 TR0230
 TR0230  HISTORY     - Date     Condition        Report By
 TR0230  HISTORY     - 1909     MONUMENTED       USGS
 TR0230  HISTORY     - 1952     GOOD             NGS
 TR0230  HISTORY     - 1975     MARK NOT FOUND   WAA
 TR0230
 TR0230                          STATION DESCRIPTION
 TR0230
 TR0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0230'7.2 MI W FROM BURLINGTON.
 TR0230'0.4 MILE WEST ALONG FAIRHAVEN AVENUE FROM THE POST OFFICE AT
 TR0230'BURLINGTON, THENCE 0.3 MILE SOUTH ALONG U. S. HIGHWAY 99, THENCE 4.8
 TR0230'MILES SOUTHWEST ALONG STATE HIGHWAY 1 C, THENCE 1.7 MILES WEST ALONG
 TR0230'STATE HIGHWAY 1, AT THE NORTHWEST CORNER OF THE INTERSECTION OF AN
 TR0230'ASPHALT ROAD LEADING SOUTH TO LACONNER AND A GRAVEL ROAD LEADING NORTH
 TR0230'TO BAYVIEW, 3 1/2 RAILS WEST OF THE WHITNEY STATION SIGN OF THE GREAT
 TR0230'NORTHERN RAILWAY, 73 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 TR0230'28 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 11.3 FEET SOUTH OF
 TR0230'THE SOUTH RAIL, 1.6 FEET NORTHEAST OF A RAILROAD CROSSING SIGN, 1.0
 TR0230'FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 TR0230'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 TR0230
 TR0230                          STATION RECOVERY (1975)
 TR0230
 TR0230'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1975
 TR0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1501 ***********************************************************************
 SY1501  DESIGNATION -  3 27 BPR
 SY1501  PID         -  SY1501
 SY1501  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1501  USGS QUAD   -  LAKE QUINAULT WEST (1995)
 SY1501
 SY1501                         *CURRENT SURVEY CONTROL
 SY1501  ___________________________________________________________________
 SY1501* NAD 83(1986)-  47 27 33.     (N)    123 54 45.     (W)     SCALED    
 SY1501* NAVD 88     -       102.832  (meters)     337.37   (feet)  ADJUSTED  
 SY1501  ___________________________________________________________________
 SY1501  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 SY1501  DYNAMIC HT  -         102.848 (meters)     337.43  (feet)  COMP
 SY1501  MODELED GRAV-     980,768.4   (mgal)                       NAVD 88
 SY1501
 SY1501  VERT ORDER  -  FIRST     CLASS I
 SY1501
 SY1501.The horizontal coordinates were scaled from a topographic map and have
 SY1501.an estimated accuracy of +/- 6 seconds.
 SY1501
 SY1501.The orthometric height was determined by differential leveling
 SY1501.and adjusted by the National Geodetic Survey in June 1991..
 SY1501
 SY1501.The geoid height was determined by GEOID03.
 SY1501
 SY1501.The dynamic height is computed by dividing the NAVD 88
 SY1501.geopotential number by the normal gravity value computed on the
 SY1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1501.degrees latitude (g = 980.6199 gals.).
 SY1501
 SY1501.The modeled gravity was interpolated from observed gravity values.
 SY1501
 SY1501;                    North         East    Units  Estimated Accuracy
 SY1501;SPC WA S     -   241,870.      242,760.      MT  (+/- 180 meters Scaled)
 SY1501
 SY1501                          SUPERSEDED SURVEY CONTROL
 SY1501
 SY1501  NGVD 29 (??/??/??)  101.789  (m)          333.95   (f) ADJUSTED    1 1
 SY1501
 SY1501.Superseded values are not recommended for survey control.
 SY1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1501.See file dsdata.txt to determine how the superseded data were derived.
 SY1501
 SY1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT312565(NAD 83)
 SY1501_MARKER: DD = SURVEY DISK
 SY1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1501_STAMPING: 3 27 1970
 SY1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1501+STABILITY: SURFACE MOTION
 SY1501
 SY1501  HISTORY     - Date     Condition        Report By
 SY1501  HISTORY     - 1970     MONUMENTED       BPR
 SY1501  HISTORY     - 1974     GOOD             NGS
 SY1501  HISTORY     - 19850905 GOOD             USGS
 SY1501  HISTORY     - 1990     GOOD             USPSQD
 SY1501
 SY1501                          STATION DESCRIPTION
 SY1501
 SY1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1501'1.0 MI W FROM AMANDA PARK.
 SY1501'ABOUT 1.0 MILE WEST ALONG U. S. HIGHWAY 101 FROM THE HIGHWAY BRIDGE
 SY1501'ACROSS QUINAULT RIVER AT AMANDA PARK, 0.25 MILE SOUTHEAST OF HIGHWAY
 SY1501'MILEPOST 128, ON THE OUTSIDE OF A CURVE, 29 FEET SOUTHWEST OF THE
 SY1501'CENTER LINE OF THE HIGHWAY, 61 FEET SOUTHWEST OF AND ACROSS THE
 SY1501'HIGHWAY FROM POWER LINE POLE Q 28 12 48, 18 FEET NORTHWEST OF GUY POLE
 SY1501'28 13 WITH THREE GUY WIRES, 2.6 FEET NORTHEAST OF A METAL WITNESS
 SY1501'POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A FEDERAL HIGHWAY
 SY1501'ADMINISTRATION DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SY1501'GROUND.  SECTION 26, T 23N, R 10W.
 SY1501
 SY1501                          STATION RECOVERY (1985)
 SY1501
 SY1501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RWH)
 SY1501'RECOVERED IN GOOD CONDITION.
 SY1501
 SY1501                          STATION RECOVERY (1990)
 SY1501
 SY1501'RECOVERY NOTE BY US POWER SQUADRON 1990 (KAS)
 SY1501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3597 ***********************************************************************
 RD3597  DESIGNATION -  3 3
 RD3597  PID         -  RD3597
 RD3597  STATE/COUNTY-  WA/CLARK
 RD3597  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3597
 RD3597                         *CURRENT SURVEY CONTROL
 RD3597  ___________________________________________________________________
 RD3597* NAD 83(1991)-  45 39 47.47101(N)    122 45 22.58074(W)     ADJUSTED  
 RD3597* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 RD3597  ___________________________________________________________________
 RD3597  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 RD3597  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD3597
 RD3597  HORZ ORDER  -  THIRD
 RD3597
 RD3597.The horizontal coordinates were established by classical geodetic methods
 RD3597.and adjusted by the National Geodetic Survey in December 1991..
 RD3597
 RD3597.The orthometric height was scaled from a topographic map.
 RD3597
 RD3597.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3597
 RD3597.The geoid height was determined by GEOID03.
 RD3597
 RD3597;                    North         East     Units Scale Factor Converg.
 RD3597;SPC WA S     -    39,178.647   324,180.685   MT  1.00004290   -1 38 20.2
 RD3597;SPC WA S     -   128,538.61  1,063,582.80   sFT  1.00004290   -1 38 20.2
 RD3597;SPC OR N     -   224,314.923 2,324,199.096   MT  0.99993180   -1 36 00.4
 RD3597;SPC OR N     -   735,941.35  7,625,325.12   iFT  0.99993180   -1 36 00.4
 RD3597;UTM  10      - 5,056,655.182   518,986.570   MT  0.99960443   +0 10 27.6
 RD3597
 RD3597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3597!SPC WA S     -   1.00000200  x   1.00004290  =   1.00004490
 RD3597!SPC OR N     -   1.00000200  x   0.99993180  =   0.99993380
 RD3597!UTM  10      -   1.00000200  x   0.99960443  =   0.99960643
 RD3597
 RD3597|---------------------------------------------------------------------|
 RD3597| PID    Reference Object                     Distance      Geod. Az  |
 RD3597|                                                           dddmmss.s |
 RD3597| CE1343 3 3 RM 1                             56.600 METERS 06831     |
 RD3597| RD3534 WILLAMETTE RIVER F RANGE LIGHT      APPROX. 1.4 KM 2050105.4 |
 RD3597| RD3470 THREE TREE ISLAND SHOAL LIGHT       APPROX. 2.7 KM 2124452.0 |
 RD3597| RD3483 COON ISLAND LIGHT                   APPROX. 1.3 KM 2233605.4 |
 RD3597| RD3499 FOUR 2                              APPROX. 1.1 KM 2335550.5 |
 RD3597| RD3520 SCHOOLHOUSE BELFRY                  420.346 METERS 3421007.4 |
 RD3597|---------------------------------------------------------------------|
 RD3597
 RD3597                          SUPERSEDED SURVEY CONTROL
 RD3597
 RD3597  NAD 83(1991)-  45 39 47.47101(N)    122 45 22.58074(W) AD(       ) 3
 RD3597  NAD 83(1986)-  45 39 47.49016(N)    122 45 22.58174(W) AD(       ) 3
 RD3597  NAD 27      -  45 39 48.06800(N)    122 45 18.22300(W) AD(       ) 3
 RD3597
 RD3597.Superseded values are not recommended for survey control.
 RD3597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3597.See file dsdata.txt to determine how the superseded data were derived.
 RD3597
 RD3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1898756655(NAD 83)
 RD3597
 RD3597  HISTORY     - Date     Condition        Report By
 RD3597  HISTORY     - 1912     MONUMENTED       USE
 RD3597  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3597
 RD3597                          STATION DESCRIPTION
 RD3597
 RD3597'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3597'THERE IS NO PREVIOUS DESCRIPTION, STATION WAS PLOTTED ON THE
 RD3597'PLANIMETRIC MAP.  A SEARCH WAS MADE, THEN INQUIRIES WERE MADE OF
 RD3597'THE LOCAL PEOPLE, THEY HAD NEVER SEEN THE MARK.
 RD3597'
 RD3597'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0359 ***********************************************************************
 SY0359  DESIGNATION -  3 A 1 C OF S
 SY0359  PID         -  SY0359
 SY0359  STATE/COUNTY-  WA/KING
 SY0359  USGS QUAD   -  POVERTY BAY (1994)
 SY0359
 SY0359                         *CURRENT SURVEY CONTROL
 SY0359  ___________________________________________________________________
 SY0359* NAD 83(1986)-  47 37 05.     (N)    122 21 02.     (W)     SCALED    
 SY0359* NAVD 88     -        17.394  (meters)      57.07   (feet)  ADJUSTED  
 SY0359  ___________________________________________________________________
 SY0359  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY0359  DYNAMIC HT  -          17.395 (meters)      57.07  (feet)  COMP
 SY0359  MODELED GRAV-     980,719.7   (mgal)                       NAVD 88
 SY0359
 SY0359  VERT ORDER  -  FIRST     CLASS I
 SY0359
 SY0359.The horizontal coordinates were scaled from a topographic map and have
 SY0359.an estimated accuracy of +/- 6 seconds.
 SY0359
 SY0359.The orthometric height was determined by differential leveling
 SY0359.and adjusted by the National Geodetic Survey in June 1991..
 SY0359
 SY0359.The geoid height was determined by GEOID03.
 SY0359
 SY0359.The dynamic height is computed by dividing the NAVD 88
 SY0359.geopotential number by the normal gravity value computed on the
 SY0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0359.degrees latitude (g = 980.6199 gals.).
 SY0359
 SY0359.The modeled gravity was interpolated from observed gravity values.
 SY0359
 SY0359;                    North         East    Units  Estimated Accuracy
 SY0359;SPC WA N     -    69,840.      385,950.      MT  (+/- 180 meters Scaled)
 SY0359
 SY0359                          SUPERSEDED SURVEY CONTROL
 SY0359
 SY0359  NGVD 29 (??/??/??)   16.302  (m)           53.48   (f) ADJUSTED    1 1
 SY0359
 SY0359.Superseded values are not recommended for survey control.
 SY0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0359.See file dsdata.txt to determine how the superseded data were derived.
 SY0359
 SY0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET488740(NAD 83)
 SY0359_MARKER: Z = SEE DESCRIPTION
 SY0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0359+STABILITY: SURFACE MOTION
 SY0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0359+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 SY0359
 SY0359  HISTORY     - Date     Condition        Report By
 SY0359  HISTORY     - UNK      MONUMENTED       WA1960
 SY0359  HISTORY     - 1973     GOOD             NGS
 SY0359  HISTORY     - 20021116 GOOD             USPSQD
 SY0359  HISTORY     - 20060627 GOOD             USPSQD
 SY0359
 SY0359                          STATION DESCRIPTION
 SY0359
 SY0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0359'IN SEATTLE.
 SY0359'AT SEATTLE, AT THE INTERSECTION OF THE CENTER LINES OF BROAD STREET
 SY0359'AND WESTERN AVENUE, A COPPER PLUG SET IN THE TOP OF A CONCRETE POST
 SY0359'0.7 FT UNDERGROUND. ACCESS TO THE MARK IS THRU A MANHOLE.
 SY0359
 SY0359                          STATION RECOVERY (2002)
 SY0359
 SY0359'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0359'THE DESCRIPTION FOR SY0360 AND SY0359 ARE REVERSED.  THE DESCRIPTION
 SY0359'FOR SY0359 PERTAINS TO SY0360 AND THE DESCRIPTION FOR SY0360 PERTAINS
 SY0359'TO SY0359.
 SY0359
 SY0359                          STATION RECOVERY (2006)
 SY0359
 SY0359'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0360 ***********************************************************************
 SY0360  DESIGNATION -  3 A 1 S 1 C OF S
 SY0360  PID         -  SY0360
 SY0360  STATE/COUNTY-  WA/KING
 SY0360  USGS QUAD   -  POVERTY BAY (1994)
 SY0360
 SY0360                         *CURRENT SURVEY CONTROL
 SY0360  ___________________________________________________________________
 SY0360* NAD 83(1986)-  47 36 58.     (N)    122 21 11.     (W)     SCALED    
 SY0360* NAVD 88     -        37.099  (meters)     121.72   (feet)  ADJUSTED  
 SY0360  ___________________________________________________________________
 SY0360  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SY0360  DYNAMIC HT  -          37.103 (meters)     121.73  (feet)  COMP
 SY0360  MODELED GRAV-     980,719.3   (mgal)                       NAVD 88
 SY0360
 SY0360  VERT ORDER  -  FIRST     CLASS II
 SY0360
 SY0360.The horizontal coordinates were scaled from a topographic map and have
 SY0360.an estimated accuracy of +/- 6 seconds.
 SY0360
 SY0360.The orthometric height was determined by differential leveling
 SY0360.and adjusted by the National Geodetic Survey in June 1991..
 SY0360
 SY0360.The geoid height was determined by GEOID03.
 SY0360
 SY0360.The dynamic height is computed by dividing the NAVD 88
 SY0360.geopotential number by the normal gravity value computed on the
 SY0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0360.degrees latitude (g = 980.6199 gals.).
 SY0360
 SY0360.The modeled gravity was interpolated from observed gravity values.
 SY0360
 SY0360;                    North         East    Units  Estimated Accuracy
 SY0360;SPC WA N     -    69,630.      385,760.      MT  (+/- 180 meters Scaled)
 SY0360
 SY0360                          SUPERSEDED SURVEY CONTROL
 SY0360
 SY0360  NGVD 29 (??/??/??)   36.009  (m)          118.14   (f) ADJUSTED    1 2
 SY0360
 SY0360.Superseded values are not recommended for survey control.
 SY0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0360.See file dsdata.txt to determine how the superseded data were derived.
 SY0360
 SY0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET486738(NAD 83)
 SY0360_MARKER: Z = SEE DESCRIPTION
 SY0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0360+STABILITY: SURFACE MOTION
 SY0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0360+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 SY0360
 SY0360  HISTORY     - Date     Condition        Report By
 SY0360  HISTORY     - UNK      MONUMENTED       WA1960
 SY0360  HISTORY     - 1965     GOOD             CGS
 SY0360  HISTORY     - 20021116 GOOD             USPSQD
 SY0360  HISTORY     - 20060627 GOOD             USPSQD
 SY0360
 SY0360                          STATION DESCRIPTION
 SY0360
 SY0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0360'IN SEATTLE.
 SY0360'AT SEATTLE, AT THE INTERSECTION OF THE CENTER LINES OF BROAD STREET
 SY0360'AND 3RD AVENUE, A COPPER PLUG SET IN THE TOP OF A CONCRETE POST
 SY0360'0.7 FT UNDERGROUND. ACCESS TO THE MARK IS THRU A MANHOLE.
 SY0360
 SY0360                          STATION RECOVERY (2002)
 SY0360
 SY0360'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0360'THE DESCRIPTION FOR SY0360 AND SY0359 ARE REVERSED.  THE DESCRIPTION
 SY0360'FOR SY0359 PERTAINS TO SY0360 AND THE DESCRIPTION FOR SY0360 PERTAINS
 SY0360'TO SY0359.
 SY0360
 SY0360                          STATION RECOVERY (2006)
 SY0360
 SY0360'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0361 ***********************************************************************
 SY0361  DESIGNATION -  3 A 1 S 2 C OF S
 SY0361  PID         -  SY0361
 SY0361  STATE/COUNTY-  WA/KING
 SY0361  USGS QUAD   -  POVERTY BAY (1994)
 SY0361
 SY0361                         *CURRENT SURVEY CONTROL
 SY0361  ___________________________________________________________________
 SY0361* NAD 83(1986)-  47 37 13.     (N)    122 20 51.     (W)     SCALED    
 SY0361* NAVD 88     -        35.481  (meters)     116.41   (feet)  ADJUSTED  
 SY0361  ___________________________________________________________________
 SY0361  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY0361  DYNAMIC HT  -          35.484 (meters)     116.42  (feet)  COMP
 SY0361  MODELED GRAV-     980,720.6   (mgal)                       NAVD 88
 SY0361
 SY0361  VERT ORDER  -  FIRST     CLASS II
 SY0361
 SY0361.The horizontal coordinates were scaled from a topographic map and have
 SY0361.an estimated accuracy of +/- 6 seconds.
 SY0361
 SY0361.The orthometric height was determined by differential leveling
 SY0361.and adjusted by the National Geodetic Survey in June 1991..
 SY0361
 SY0361.The geoid height was determined by GEOID03.
 SY0361
 SY0361.The dynamic height is computed by dividing the NAVD 88
 SY0361.geopotential number by the normal gravity value computed on the
 SY0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0361.degrees latitude (g = 980.6199 gals.).
 SY0361
 SY0361.The modeled gravity was interpolated from observed gravity values.
 SY0361
 SY0361;                    North         East    Units  Estimated Accuracy
 SY0361;SPC WA N     -    70,080.      386,190.      MT  (+/- 180 meters Scaled)
 SY0361
 SY0361                          SUPERSEDED SURVEY CONTROL
 SY0361
 SY0361  NGVD 29 (??/??/??)   34.390  (m)          112.83   (f) ADJUSTED    1 2
 SY0361
 SY0361.Superseded values are not recommended for survey control.
 SY0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0361.See file dsdata.txt to determine how the superseded data were derived.
 SY0361
 SY0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET490743(NAD 83)
 SY0361_MARKER: Z = SEE DESCRIPTION
 SY0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0361+STABILITY: SURFACE MOTION
 SY0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0361+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 SY0361
 SY0361  HISTORY     - Date     Condition        Report By
 SY0361  HISTORY     - UNK      MONUMENTED       WA1960
 SY0361  HISTORY     - 1965     GOOD             CGS
 SY0361  HISTORY     - 20060627 GOOD             USPSQD
 SY0361
 SY0361                          STATION DESCRIPTION
 SY0361
 SY0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0361'IN SEATTLE.
 SY0361'AT SEATTLE, AT THE INTERSECTION OF THE CENTER LINES OF BROAD STREET
 SY0361'AND 5TH AVENUE N., A COPPER PLUG SET IN THE TOP OF A CONCRETE POST
 SY0361'0.7 FT UNDERGROUND. ACCESS TO THE MARK IS THRU A MANHOLE.
 SY0361
 SY0361                          STATION RECOVERY (2006)
 SY0361
 SY0361'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0366 ***********************************************************************
 SY0366  DESIGNATION -  3 A 2 C OF S
 SY0366  PID         -  SY0366
 SY0366  STATE/COUNTY-  WA/KING
 SY0366  USGS QUAD   -  
 SY0366
 SY0366                         *CURRENT SURVEY CONTROL
 SY0366  ___________________________________________________________________
 SY0366* NAD 83(1986)-  47 37 31.     (N)    122 20 13.     (W)     SCALED    
 SY0366* NAVD 88     -         8.322  (meters)      27.30   (feet)  ADJUSTED  
 SY0366  ___________________________________________________________________
 SY0366  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SY0366  DYNAMIC HT  -           8.323 (meters)      27.31  (feet)  COMP
 SY0366  MODELED GRAV-     980,726.6   (mgal)                       NAVD 88
 SY0366
 SY0366  VERT ORDER  -  FIRST     CLASS II
 SY0366
 SY0366.The horizontal coordinates were scaled from a topographic map and have
 SY0366.an estimated accuracy of +/- 6 seconds.
 SY0366
 SY0366.The orthometric height was determined by differential leveling
 SY0366.and adjusted by the National Geodetic Survey in June 1991..
 SY0366.WARNING-Repeat measurements at this control monument indicate possible
 SY0366.vertical movement.
 SY0366
 SY0366.The geoid height was determined by GEOID03.
 SY0366
 SY0366.The dynamic height is computed by dividing the NAVD 88
 SY0366.geopotential number by the normal gravity value computed on the
 SY0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0366.degrees latitude (g = 980.6199 gals.).
 SY0366
 SY0366.The modeled gravity was interpolated from observed gravity values.
 SY0366
 SY0366;                    North         East    Units  Estimated Accuracy
 SY0366;SPC WA N     -    70,620.      386,990.      MT  (+/- 180 meters Scaled)
 SY0366
 SY0366                          SUPERSEDED SURVEY CONTROL
 SY0366
 SY0366  NGVD 29 (??/??/??)    7.233  (m)           23.73   (f) ADJUSTED    1 2
 SY0366
 SY0366.Superseded values are not recommended for survey control.
 SY0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0366.See file dsdata.txt to determine how the superseded data were derived.
 SY0366
 SY0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET498748(NAD 83)
 SY0366_MARKER: Z = SEE DESCRIPTION
 SY0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0366+STABILITY: SURFACE MOTION
 SY0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0366+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 SY0366
 SY0366  HISTORY     - Date     Condition        Report By
 SY0366  HISTORY     - UNK      MONUMENTED       WA1960
 SY0366  HISTORY     - 1965     GOOD             CGS
 SY0366  HISTORY     - 20021116 GOOD             USPSQD
 SY0366  HISTORY     - 20060627 GOOD             USPSQD
 SY0366
 SY0366                          STATION DESCRIPTION
 SY0366
 SY0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0366'IN SEATTLE.
 SY0366'AT SEATTLE, AT THE INTERSECTION OF VALLEY STREET AND TERRY AVENUE N,
 SY0366'ON THE CENTER LINE OF THE AVENUE AND 6.0 FEET SOUTH OF THE CENTER LINE
 SY0366'OF THE STREET, A COPPER PLUG SET IN THE TOP OF A CONCRETE POST 0.8
 SY0366'FT UNDERGROUND. ACCESS TO THE MARK IS THRU A MANHOLE.
 SY0366
 SY0366                          STATION RECOVERY (2002)
 SY0366
 SY0366'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0366'RECOVERED IN GOOD CONDITION.
 SY0366
 SY0366                          STATION RECOVERY (2006)
 SY0366
 SY0366'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0367 ***********************************************************************
 SY0367  DESIGNATION -  3 A 2 S 1 C OF S
 SY0367  PID         -  SY0367
 SY0367  STATE/COUNTY-  WA/KING
 SY0367  USGS QUAD   -  
 SY0367
 SY0367                         *CURRENT SURVEY CONTROL
 SY0367  ___________________________________________________________________
 SY0367* NAD 83(1986)-  47 37 42.     (N)    122 19 50.     (W)     SCALED    
 SY0367* NAVD 88     -         8.825  (meters)      28.95   (feet)  ADJUSTED  
 SY0367  ___________________________________________________________________
 SY0367  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SY0367  DYNAMIC HT  -           8.826 (meters)      28.96  (feet)  COMP
 SY0367  MODELED GRAV-     980,722.6   (mgal)                       NAVD 88
 SY0367
 SY0367  VERT ORDER  -  FIRST     CLASS II
 SY0367
 SY0367.The horizontal coordinates were scaled from a topographic map and have
 SY0367.an estimated accuracy of +/- 6 seconds.
 SY0367
 SY0367.The orthometric height was determined by differential leveling
 SY0367.and adjusted by the National Geodetic Survey in June 1991..
 SY0367.WARNING-Repeat measurements at this control monument indicate possible
 SY0367.vertical movement.
 SY0367
 SY0367.The geoid height was determined by GEOID03.
 SY0367
 SY0367.The dynamic height is computed by dividing the NAVD 88
 SY0367.geopotential number by the normal gravity value computed on the
 SY0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0367.degrees latitude (g = 980.6199 gals.).
 SY0367
 SY0367.The modeled gravity was interpolated from observed gravity values.
 SY0367
 SY0367;                    North         East    Units  Estimated Accuracy
 SY0367;SPC WA N     -    70,950.      387,480.      MT  (+/- 180 meters Scaled)
 SY0367
 SY0367                          SUPERSEDED SURVEY CONTROL
 SY0367
 SY0367  NGVD 29 (??/??/??)    7.735  (m)           25.38   (f) ADJUSTED    1 2
 SY0367
 SY0367.Superseded values are not recommended for survey control.
 SY0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0367.See file dsdata.txt to determine how the superseded data were derived.
 SY0367
 SY0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET502752(NAD 83)
 SY0367_MARKER: Z = SEE DESCRIPTION
 SY0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0367+STABILITY: SURFACE MOTION
 SY0367
 SY0367  HISTORY     - Date     Condition        Report By
 SY0367  HISTORY     - UNK      MONUMENTED       WA1960
 SY0367  HISTORY     - 1965     GOOD             CGS
 SY0367  HISTORY     - 1972     GOOD             NGS
 SY0367  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY0367
 SY0367                          STATION DESCRIPTION
 SY0367
 SY0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0367'IN SEATTLE.
 SY0367'AT SEATTLE, AT THE INTERSECTION OF THE CENTER LINES OF YALE AVENUE N.
 SY0367'AND PROSPECT STREET, 39 FEET SOUTHEAST OF THE CENTER LINE OF FAIRVIEW
 SY0367'AVENUE N., A COPPER PLUG SET IN THE TOP OF A CONCRETE POST 0.7 FT
 SY0367'UNDERGROUND. ACCESS TO THE MARK IS THRU A MANHOLE.
 SY0367
 SY0367                          STATION RECOVERY (1972)
 SY0367
 SY0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 SY0367'RECOVERED IN GOOD CONDITION.
 SY0367
 SY0367                          STATION RECOVERY (2001)
 SY0367
 SY0367'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 SY0367'THE INTERSECTION OF YALE AND PROSPECT NO LONGER EXISTS.  IT IS NOW THE
 SY0367'SITE OF THE FRED HUTCHINSON CANCER CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0370 ***********************************************************************
 SY0370  DESIGNATION -  3 A 2 S 2 C OF S
 SY0370  PID         -  SY0370
 SY0370  STATE/COUNTY-  WA/KING
 SY0370  USGS QUAD   -  
 SY0370
 SY0370                         *CURRENT SURVEY CONTROL
 SY0370  ___________________________________________________________________
 SY0370* NAD 83(1986)-  47 37 56.     (N)    122 19 34.     (W)     SCALED    
 SY0370* NAVD 88     -        11.154  (meters)      36.59   (feet)  ADJUSTED  
 SY0370  ___________________________________________________________________
 SY0370  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SY0370  DYNAMIC HT  -          11.155 (meters)      36.60  (feet)  COMP
 SY0370  MODELED GRAV-     980,718.0   (mgal)                       NAVD 88
 SY0370
 SY0370  VERT ORDER  -  FIRST     CLASS II
 SY0370
 SY0370.The horizontal coordinates were scaled from a topographic map and have
 SY0370.an estimated accuracy of +/- 6 seconds.
 SY0370
 SY0370.The orthometric height was determined by differential leveling
 SY0370.and adjusted by the National Geodetic Survey in June 1991..
 SY0370
 SY0370.The geoid height was determined by GEOID03.
 SY0370
 SY0370.The dynamic height is computed by dividing the NAVD 88
 SY0370.geopotential number by the normal gravity value computed on the
 SY0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0370.degrees latitude (g = 980.6199 gals.).
 SY0370
 SY0370.The modeled gravity was interpolated from observed gravity values.
 SY0370
 SY0370;                    North         East    Units  Estimated Accuracy
 SY0370;SPC WA N     -    71,380.      387,820.      MT  (+/- 180 meters Scaled)
 SY0370
 SY0370                          SUPERSEDED SURVEY CONTROL
 SY0370
 SY0370  NGVD 29 (??/??/??)   10.064  (m)           33.02   (f) ADJUSTED    1 2
 SY0370
 SY0370.Superseded values are not recommended for survey control.
 SY0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0370.See file dsdata.txt to determine how the superseded data were derived.
 SY0370
 SY0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET506756(NAD 83)
 SY0370_MARKER: Z = SEE DESCRIPTION
 SY0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0370+STABILITY: SURFACE MOTION
 SY0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0370+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 SY0370
 SY0370  HISTORY     - Date     Condition        Report By
 SY0370  HISTORY     - UNK      MONUMENTED       WA1960
 SY0370  HISTORY     - 1965     GOOD             CGS
 SY0370  HISTORY     - 20021116 GOOD             USPSQD
 SY0370  HISTORY     - 20060501 GOOD             USPSQD
 SY0370
 SY0370                          STATION DESCRIPTION
 SY0370
 SY0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0370'IN SEATTLE.
 SY0370'AT SEATTLE, AT THE INTERSECTION OF THE CENTER LINES OF EASTLAKE AVENUE
 SY0370'E. AND E. GALER STREET, AT THE NORTHEAST END OF FAIRVIEW AVENUE N. A
 SY0370'COPPER PLUG SET IN THE TOP OF A CONCRETE POST 0.7 FT UNDERGROUND.
 SY0370'ACCESS TO THE MARK IS THRU THE REMOVAL OF A MAN HOLE COVER MARKED.
 SY0370
 SY0370                          STATION RECOVERY (2002)
 SY0370
 SY0370'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0370'RECOVERED IN GOOD CONDITION.
 SY0370
 SY0370                          STATION RECOVERY (2006)
 SY0370
 SY0370'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0374 ***********************************************************************
 SY0374  DESIGNATION -  3 A 2 S 3 C OF S
 SY0374  PID         -  SY0374
 SY0374  STATE/COUNTY-  WA/KING
 SY0374  USGS QUAD   -  
 SY0374
 SY0374                         *CURRENT SURVEY CONTROL
 SY0374  ___________________________________________________________________
 SY0374* NAD 83(1986)-  47 38 12.     (N)    122 19 32.     (W)     SCALED    
 SY0374* NAVD 88     -        23.056  (meters)      75.64   (feet)  ADJUSTED  
 SY0374  ___________________________________________________________________
 SY0374  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY0374  DYNAMIC HT  -          23.059 (meters)      75.65  (feet)  COMP
 SY0374  MODELED GRAV-     980,720.3   (mgal)                       NAVD 88
 SY0374
 SY0374  VERT ORDER  -  FIRST     CLASS II
 SY0374
 SY0374.The horizontal coordinates were scaled from a topographic map and have
 SY0374.an estimated accuracy of +/- 6 seconds.
 SY0374
 SY0374.The orthometric height was determined by differential leveling
 SY0374.and adjusted by the National Geodetic Survey in June 1991..
 SY0374
 SY0374.The geoid height was determined by GEOID03.
 SY0374
 SY0374.The dynamic height is computed by dividing the NAVD 88
 SY0374.geopotential number by the normal gravity value computed on the
 SY0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0374.degrees latitude (g = 980.6199 gals.).
 SY0374
 SY0374.The modeled gravity was interpolated from observed gravity values.
 SY0374
 SY0374;                    North         East    Units  Estimated Accuracy
 SY0374;SPC WA N     -    71,870.      387,870.      MT  (+/- 180 meters Scaled)
 SY0374
 SY0374                          SUPERSEDED SURVEY CONTROL
 SY0374
 SY0374  NGVD 29 (??/??/??)   21.966  (m)           72.07   (f) ADJUSTED    1 2
 SY0374
 SY0374.Superseded values are not recommended for survey control.
 SY0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0374.See file dsdata.txt to determine how the superseded data were derived.
 SY0374
 SY0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET506761(NAD 83)
 SY0374_MARKER: Z = SEE DESCRIPTION
 SY0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0374+STABILITY: SURFACE MOTION
 SY0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0374+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 SY0374
 SY0374  HISTORY     - Date     Condition        Report By
 SY0374  HISTORY     - UNK      MONUMENTED       WA1960
 SY0374  HISTORY     - 1965     GOOD             CGS
 SY0374  HISTORY     - 20021116 GOOD             USPSQD
 SY0374  HISTORY     - 20060501 GOOD             USPSQD
 SY0374
 SY0374                          STATION DESCRIPTION
 SY0374
 SY0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0374'IN SEATTLE.
 SY0374'AT SEATTLE, AT THE INTERSECTION OF THE CENTER LINES OF EASTLAKE AVENUE
 SY0374'E. AND E. NEWTON STREET, A COPPER PLUG SET IN THE TOP OF A CONCRETE
 SY0374'POST. 0.7 FT UNDERGROUND.  ACCESS TO THE MARK IS THRU A MANHOLE.
 SY0374
 SY0374                          STATION RECOVERY (2002)
 SY0374
 SY0374'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0374'RECOVERED IN GOOD CONDITION.
 SY0374
 SY0374                          STATION RECOVERY (2006)
 SY0374
 SY0374'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0375 ***********************************************************************
 SY0375  DESIGNATION -  3 A 2 S 4 C OF S
 SY0375  PID         -  SY0375
 SY0375  STATE/COUNTY-  WA/KING
 SY0375  USGS QUAD   -  
 SY0375
 SY0375                         *CURRENT SURVEY CONTROL
 SY0375  ___________________________________________________________________
 SY0375* NAD 83(1986)-  47 38 22.     (N)    122 19 33.     (W)     SCALED    
 SY0375* NAVD 88     -        32.083  (meters)     105.26   (feet)  ADJUSTED  
 SY0375  ___________________________________________________________________
 SY0375  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY0375  DYNAMIC HT  -          32.087 (meters)     105.27  (feet)  COMP
 SY0375  MODELED GRAV-     980,722.5   (mgal)                       NAVD 88
 SY0375
 SY0375  VERT ORDER  -  FIRST     CLASS II
 SY0375
 SY0375.The horizontal coordinates were scaled from a topographic map and have
 SY0375.an estimated accuracy of +/- 6 seconds.
 SY0375
 SY0375.The orthometric height was determined by differential leveling
 SY0375.and adjusted by the National Geodetic Survey in June 1991..
 SY0375
 SY0375.The geoid height was determined by GEOID03.
 SY0375
 SY0375.The dynamic height is computed by dividing the NAVD 88
 SY0375.geopotential number by the normal gravity value computed on the
 SY0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0375.degrees latitude (g = 980.6199 gals.).
 SY0375
 SY0375.The modeled gravity was interpolated from observed gravity values.
 SY0375
 SY0375;                    North         East    Units  Estimated Accuracy
 SY0375;SPC WA N     -    72,180.      387,860.      MT  (+/- 180 meters Scaled)
 SY0375
 SY0375                          SUPERSEDED SURVEY CONTROL
 SY0375
 SY0375  NGVD 29 (??/??/??)   30.992  (m)          101.68   (f) ADJUSTED    1 2
 SY0375
 SY0375.Superseded values are not recommended for survey control.
 SY0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0375.See file dsdata.txt to determine how the superseded data were derived.
 SY0375
 SY0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET506764(NAD 83)
 SY0375_MARKER: Z = SEE DESCRIPTION
 SY0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0375+STABILITY: SURFACE MOTION
 SY0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0375+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 SY0375
 SY0375  HISTORY     - Date     Condition        Report By
 SY0375  HISTORY     - UNK      MONUMENTED       WA1960
 SY0375  HISTORY     - 1965     GOOD             CGS
 SY0375  HISTORY     - 20021116 GOOD             USPSQD
 SY0375  HISTORY     - 20060501 GOOD             USPSQD
 SY0375
 SY0375                          STATION DESCRIPTION
 SY0375
 SY0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0375'IN SEATTLE.
 SY0375'AT SEATTLE, AT THE INTERSECTION OF THE CENTER LINES OF EASTLAKE AVENUE
 SY0375'E. AND E. LYNN STREET, A COPPER PLUG SET IN THE TOP OF A CONCRETE
 SY0375'POST 0.7 FT UNDERGROUND. ACCESS TO THE MARK IS THRU A MANHOLE.
 SY0375
 SY0375                          STATION RECOVERY (2002)
 SY0375
 SY0375'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0375'RECOVERED IN GOOD CONDITION.
 SY0375
 SY0375                          STATION RECOVERY (2006)
 SY0375
 SY0375'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0376 ***********************************************************************
 SY0376  DESIGNATION -  3 A 3 C OF S
 SY0376  PID         -  SY0376
 SY0376  STATE/COUNTY-  WA/KING
 SY0376  USGS QUAD   -  
 SY0376
 SY0376                         *CURRENT SURVEY CONTROL
 SY0376  ___________________________________________________________________
 SY0376* NAD 83(1986)-  47 38 39.     (N)    122 19 32.     (W)     SCALED    
 SY0376* NAVD 88     -        22.661  (meters)      74.35   (feet)  ADJUSTED  
 SY0376  ___________________________________________________________________
 SY0376  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY0376  DYNAMIC HT  -          22.664 (meters)      74.36  (feet)  COMP
 SY0376  MODELED GRAV-     980,725.9   (mgal)                       NAVD 88
 SY0376
 SY0376  VERT ORDER  -  FIRST     CLASS II
 SY0376
 SY0376.The horizontal coordinates were scaled from a topographic map and have
 SY0376.an estimated accuracy of +/- 6 seconds.
 SY0376
 SY0376.The orthometric height was determined by differential leveling
 SY0376.and adjusted by the National Geodetic Survey in June 1991..
 SY0376
 SY0376.The geoid height was determined by GEOID03.
 SY0376
 SY0376.The dynamic height is computed by dividing the NAVD 88
 SY0376.geopotential number by the normal gravity value computed on the
 SY0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0376.degrees latitude (g = 980.6199 gals.).
 SY0376
 SY0376.The modeled gravity was interpolated from observed gravity values.
 SY0376
 SY0376;                    North         East    Units  Estimated Accuracy
 SY0376;SPC WA N     -    72,710.      387,890.      MT  (+/- 180 meters Scaled)
 SY0376
 SY0376                          SUPERSEDED SURVEY CONTROL
 SY0376
 SY0376  NGVD 29 (??/??/??)   21.570  (m)           70.77   (f) ADJUSTED    1 2
 SY0376
 SY0376.Superseded values are not recommended for survey control.
 SY0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0376.See file dsdata.txt to determine how the superseded data were derived.
 SY0376
 SY0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET506769(NAD 83)
 SY0376_MARKER: Z = SEE DESCRIPTION
 SY0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0376+STABILITY: SURFACE MOTION
 SY0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0376+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 SY0376
 SY0376  HISTORY     - Date     Condition        Report By
 SY0376  HISTORY     - UNK      MONUMENTED       WA1960
 SY0376  HISTORY     - 1965     GOOD             CGS
 SY0376  HISTORY     - 20021116 GOOD             USPSQD
 SY0376  HISTORY     - 20060501 GOOD             USPSQD
 SY0376
 SY0376                          STATION DESCRIPTION
 SY0376
 SY0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0376'IN SEATTLE.
 SY0376'AT SEATTLE, AT THE INTERSECTION OF THE CENTER LINES OF EASTLAKE AVENUE
 SY0376'E. AND E. EDGAR STREET, A COPPER PLUG SET IN THE TOP OF A CONCRETE
 SY0376'POST 0.7 FT UNDERGROUND. ACCESS TO THE MARK IS THRU A MANHOLE.
 SY0376
 SY0376                          STATION RECOVERY (2002)
 SY0376
 SY0376'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0376'RECOVERED IN GOOD CONDITION.
 SY0376
 SY0376                          STATION RECOVERY (2006)
 SY0376
 SY0376'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0377 ***********************************************************************
 SY0377  DESIGNATION -  3 A 3 S 1 C OF S
 SY0377  PID         -  SY0377
 SY0377  STATE/COUNTY-  WA/KING
 SY0377  USGS QUAD   -  
 SY0377
 SY0377                         *CURRENT SURVEY CONTROL
 SY0377  ___________________________________________________________________
 SY0377* NAD 83(1986)-  47 38 55.     (N)    122 19 24.     (W)     SCALED    
 SY0377* NAVD 88     -        20.082  (meters)      65.89   (feet)  ADJUSTED  
 SY0377  ___________________________________________________________________
 SY0377  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY0377  DYNAMIC HT  -          20.084 (meters)      65.89  (feet)  COMP
 SY0377  MODELED GRAV-     980,728.7   (mgal)                       NAVD 88
 SY0377
 SY0377  VERT ORDER  -  FIRST     CLASS II
 SY0377
 SY0377.The horizontal coordinates were scaled from a topographic map and have
 SY0377.an estimated accuracy of +/- 6 seconds.
 SY0377
 SY0377.The orthometric height was determined by differential leveling
 SY0377.and adjusted by the National Geodetic Survey in June 1991..
 SY0377
 SY0377.The geoid height was determined by GEOID03.
 SY0377
 SY0377.The dynamic height is computed by dividing the NAVD 88
 SY0377.geopotential number by the normal gravity value computed on the
 SY0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0377.degrees latitude (g = 980.6199 gals.).
 SY0377
 SY0377.The modeled gravity was interpolated from observed gravity values.
 SY0377
 SY0377;                    North         East    Units  Estimated Accuracy
 SY0377;SPC WA N     -    73,200.      388,070.      MT  (+/- 180 meters Scaled)
 SY0377
 SY0377                          SUPERSEDED SURVEY CONTROL
 SY0377
 SY0377  NGVD 29 (??/??/??)   18.991  (m)           62.31   (f) ADJUSTED    1 2
 SY0377
 SY0377.Superseded values are not recommended for survey control.
 SY0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0377.See file dsdata.txt to determine how the superseded data were derived.
 SY0377
 SY0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET508774(NAD 83)
 SY0377_MARKER: Z = SEE DESCRIPTION
 SY0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0377+STABILITY: SURFACE MOTION
 SY0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0377+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 SY0377
 SY0377  HISTORY     - Date     Condition        Report By
 SY0377  HISTORY     - UNK      MONUMENTED       WA1960
 SY0377  HISTORY     - 1965     GOOD             CGS
 SY0377  HISTORY     - 20021116 GOOD             USPSQD
 SY0377  HISTORY     - 20060501 GOOD             USPSQD
 SY0377
 SY0377                          STATION DESCRIPTION
 SY0377
 SY0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0377'IN SEATTLE.
 SY0377'AT SEATTLE, AT THE INTERSECTION OF THE CENTER LINES OF EASTLAKE AVENUE
 SY0377'E. AND E. ALLISON STREET, A COPPER PLUG SET IN THE TOP OF A CONCRETE
 SY0377'POST 0.7 FT UNDERGROUND. ACCESS TO THE MARK IS THRU A MANHOLE.
 SY0377
 SY0377                          STATION RECOVERY (2002)
 SY0377
 SY0377'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0377'RECOVERED IN GOOD CONDITION.
 SY0377
 SY0377                          STATION RECOVERY (2006)
 SY0377
 SY0377'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0379 ***********************************************************************
 SY0379  DESIGNATION -  3 A 4 S 1 C OF S
 SY0379  PID         -  SY0379
 SY0379  STATE/COUNTY-  WA/KING
 SY0379  USGS QUAD   -  
 SY0379
 SY0379                         *CURRENT SURVEY CONTROL
 SY0379  ___________________________________________________________________
 SY0379* NAD 83(1986)-  47 38 48.     (N)    122 19 01.     (W)     SCALED    
 SY0379* NAVD 88     -        14.547  (meters)      47.73   (feet)  ADJUSTED  
 SY0379  ___________________________________________________________________
 SY0379  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY0379  DYNAMIC HT  -          14.549 (meters)      47.73  (feet)  COMP
 SY0379  MODELED GRAV-     980,728.0   (mgal)                       NAVD 88
 SY0379
 SY0379  VERT ORDER  -  FIRST     CLASS II
 SY0379
 SY0379.The horizontal coordinates were scaled from a topographic map and have
 SY0379.an estimated accuracy of +/- 6 seconds.
 SY0379
 SY0379.The orthometric height was determined by differential leveling
 SY0379.and adjusted by the National Geodetic Survey in June 1991..
 SY0379.WARNING-Repeat measurements at this control monument indicate possible
 SY0379.vertical movement.
 SY0379
 SY0379.The geoid height was determined by GEOID03.
 SY0379
 SY0379.The dynamic height is computed by dividing the NAVD 88
 SY0379.geopotential number by the normal gravity value computed on the
 SY0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0379.degrees latitude (g = 980.6199 gals.).
 SY0379
 SY0379.The modeled gravity was interpolated from observed gravity values.
 SY0379
 SY0379;                    North         East    Units  Estimated Accuracy
 SY0379;SPC WA N     -    72,970.      388,540.      MT  (+/- 180 meters Scaled)
 SY0379
 SY0379                          SUPERSEDED SURVEY CONTROL
 SY0379
 SY0379  NGVD 29 (??/??/??)   13.456  (m)           44.15   (f) ADJUSTED    1 2
 SY0379
 SY0379.Superseded values are not recommended for survey control.
 SY0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0379.See file dsdata.txt to determine how the superseded data were derived.
 SY0379
 SY0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET513772(NAD 83)
 SY0379_MARKER: Z = SEE DESCRIPTION
 SY0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0379+STABILITY: SURFACE MOTION
 SY0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0379+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 SY0379
 SY0379  HISTORY     - Date     Condition        Report By
 SY0379  HISTORY     - UNK      MONUMENTED       WA1960
 SY0379  HISTORY     - 1965     GOOD             CGS
 SY0379  HISTORY     - 20021116 GOOD             USPSQD
 SY0379  HISTORY     - 20060501 GOOD             USPSQD
 SY0379
 SY0379                          STATION DESCRIPTION
 SY0379
 SY0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0379'IN SEATTLE.
 SY0379'AT SEATTLE, AT THE INTERSECTION OF BOYER AVENUE E., FUHRMAN AVENUE E.
 SY0379'AND E. SHELBY STREET, 8 FEET EAST OF THE CENTER LINE OF THE STREET, 3
 SY0379'FEET NORTH OF THE CENTER LINE OF BOYER AND FUHRMAN AVENUES, A COPPER
 SY0379'PLUG SET IN THE TOP OF A CONCRETE POST 0.7 FT UNDERGROUND. ACCESS TO
 SY0379'MARK IS HAD THRU THE REMOVAL OF A MAN HOLE COVER.
 SY0379
 SY0379                          STATION RECOVERY (2002)
 SY0379
 SY0379'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0379'RECOVERED IN GOOD CONDITION.
 SY0379
 SY0379                          STATION RECOVERY (2006)
 SY0379
 SY0379'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0380 ***********************************************************************
 SY0380  DESIGNATION -  3 A 4 S 2 C OF S
 SY0380  PID         -  SY0380
 SY0380  STATE/COUNTY-  WA/KING
 SY0380  USGS QUAD   -  
 SY0380
 SY0380                         *CURRENT SURVEY CONTROL
 SY0380  ___________________________________________________________________
 SY0380* NAD 83(1986)-  47 38 36.     (N)    122 19 01.     (W)     SCALED    
 SY0380* NAVD 88     -        13.772  (meters)      45.18   (feet)  ADJUSTED  
 SY0380  ___________________________________________________________________
 SY0380  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY0380  DYNAMIC HT  -          13.773 (meters)      45.19  (feet)  COMP
 SY0380  MODELED GRAV-     980,725.9   (mgal)                       NAVD 88
 SY0380
 SY0380  VERT ORDER  -  FIRST     CLASS II
 SY0380
 SY0380.The horizontal coordinates were scaled from a topographic map and have
 SY0380.an estimated accuracy of +/- 6 seconds.
 SY0380
 SY0380.The orthometric height was determined by differential leveling
 SY0380.and adjusted by the National Geodetic Survey in June 1991..
 SY0380
 SY0380.The geoid height was determined by GEOID03.
 SY0380
 SY0380.The dynamic height is computed by dividing the NAVD 88
 SY0380.geopotential number by the normal gravity value computed on the
 SY0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0380.degrees latitude (g = 980.6199 gals.).
 SY0380
 SY0380.The modeled gravity was interpolated from observed gravity values.
 SY0380
 SY0380;                    North         East    Units  Estimated Accuracy
 SY0380;SPC WA N     -    72,600.      388,530.      MT  (+/- 180 meters Scaled)
 SY0380
 SY0380                          SUPERSEDED SURVEY CONTROL
 SY0380
 SY0380  NGVD 29 (??/??/??)   12.680  (m)           41.60   (f) ADJUSTED    1 2
 SY0380
 SY0380.Superseded values are not recommended for survey control.
 SY0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0380.See file dsdata.txt to determine how the superseded data were derived.
 SY0380
 SY0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET513768(NAD 83)
 SY0380_MARKER: Z = SEE DESCRIPTION
 SY0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0380+STABILITY: SURFACE MOTION
 SY0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0380+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 SY0380
 SY0380  HISTORY     - Date     Condition        Report By
 SY0380  HISTORY     - UNK      MONUMENTED       WA1960
 SY0380  HISTORY     - 1965     GOOD             CGS
 SY0380  HISTORY     - 20021104 GOOD             USPSQD
 SY0380  HISTORY     - 20021116 GOOD             USPSQD
 SY0380  HISTORY     - 20060502 GOOD             USPSQD
 SY0380
 SY0380                          STATION DESCRIPTION
 SY0380
 SY0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0380'IN SEATTLE.
 SY0380'AT SEATTLE, 0.4 MILE NORTH ALONG BOYER AVENUE E. FROM THE INTERSECTION
 SY0380'OF E. LYNN STREET AND BENCH MARK C 298 (CITY), 0.05 MILE NORTH OF A
 SY0380'CONCRETE OVERPASS, 10.7 FEET WEST OF THE CENTER LINE OF THE AVENUE, 29
 SY0380'1/2 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY WEST TO 2617 BOYER
 SY0380'AVENUE E., 21 1/2 FEET EAST OF POWER POLE 2601, A COPPER PLUG SET IN
 SY0380'THE TOP OF A CONCRETE POST 0.7 FT UNDERGROUND. ACCESS TO THE MARK IS T
 SY0380'A MANHOLE.
 SY0380
 SY0380                          STATION RECOVERY (2002)
 SY0380
 SY0380'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0380'RECOVERED IN GOOD CONDITION.
 SY0380
 SY0380                          STATION RECOVERY (2002)
 SY0380
 SY0380'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0380'RECOVERED IN GOOD CONDITION.
 SY0380
 SY0380                          STATION RECOVERY (2006)
 SY0380
 SY0380'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0378 ***********************************************************************
 SY0378  DESIGNATION -  3 A 4 WAGS
 SY0378  PID         -  SY0378
 SY0378  STATE/COUNTY-  WA/KING
 SY0378  USGS QUAD   -  
 SY0378
 SY0378                         *CURRENT SURVEY CONTROL
 SY0378  ___________________________________________________________________
 SY0378* NAD 83(1991)-  47 39 06.03909(N)    122 19 15.81452(W)     ADJUSTED  
 SY0378* NAVD 88     -        19.047  (meters)      62.49   (feet)  ADJUSTED  
 SY0378  ___________________________________________________________________
 SY0378  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 SY0378  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY0378  DYNAMIC HT  -          19.049 (meters)      62.50  (feet)  COMP
 SY0378  MODELED GRAV-     980,729.8   (mgal)                       NAVD 88
 SY0378
 SY0378  HORZ ORDER  -  THIRD
 SY0378  VERT ORDER  -  FIRST     CLASS II
 SY0378
 SY0378.The horizontal coordinates were established by classical geodetic methods
 SY0378.and adjusted by the National Geodetic Survey in December 1991..
 SY0378
 SY0378.The orthometric height was determined by differential leveling
 SY0378.and adjusted by the National Geodetic Survey in June 1991..
 SY0378
 SY0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0378
 SY0378.The geoid height was determined by GEOID03.
 SY0378
 SY0378.The dynamic height is computed by dividing the NAVD 88
 SY0378.geopotential number by the normal gravity value computed on the
 SY0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0378.degrees latitude (g = 980.6199 gals.).
 SY0378
 SY0378.The modeled gravity was interpolated from observed gravity values.
 SY0378
 SY0378;                    North         East     Units Scale Factor Converg.
 SY0378;SPC WA N     -    73,535.029   388,242.365   MT  0.99997516   -1 06 27.5
 SY0378;SPC WA N     -   241,256.17  1,273,758.49   sFT  0.99997516   -1 06 27.5
 SY0378;UTM  10      - 5,277,810.072   550,985.771   MT  0.99963194   +0 30 06.4
 SY0378
 SY0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0378!SPC WA N     -   1.00000074  x   0.99997516  =   0.99997590
 SY0378!UTM  10      -   1.00000074  x   0.99963194  =   0.99963268
 SY0378
 SY0378                          SUPERSEDED SURVEY CONTROL
 SY0378
 SY0378  NAD 83(1986)-  47 39 06.03266(N)    122 19 15.81956(W) AD(       ) 3
 SY0378  NAD 27      -  47 39 06.67933(N)    122 19 11.36783(W) AD(       ) 3
 SY0378  NGVD 29 (??/??/??)   17.955  (m)           58.91   (f) ADJUSTED    1 2
 SY0378
 SY0378.Superseded values are not recommended for survey control.
 SY0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0378.See file dsdata.txt to determine how the superseded data were derived.
 SY0378
 SY0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5098677810(NAD 83)
 SY0378_MARKER: DD = SURVEY DISK
 SY0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0378_SP_SET: BASE
 SY0378_STAMPING: 3 A 4
 SY0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0378+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002
 SY0378
 SY0378  HISTORY     - Date     Condition        Report By
 SY0378  HISTORY     - UNK      MONUMENTED       WAGS
 SY0378  HISTORY     - 1965     GOOD             CGS
 SY0378  HISTORY     - 20021116 GOOD             USPSQD
 SY0378  HISTORY     - 20060502 MARK NOT FOUND   USPSQD
 SY0378
 SY0378                          STATION DESCRIPTION
 SY0378
 SY0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0378'IN SEATTLE.
 SY0378'AT SEATTLE, NEAR THE INTERSECTION OF EASTLAKE AVENUE E. AND FUHRMAN
 SY0378'AVENUE E., IN THE TOP OF THE CONCRETE BASE OF THE SOUTHEAST LIGHT POLE
 SY0378'AT THE SOUTH END OF UNIVERSITY BRIDGE, 0.5 FOOT SOUTH OF THE LIGHT
 SY0378'POLE, AND ABOUT 1 1/2 FEET HIGHER THAN THE AVENUE.
 SY0378
 SY0378                          STATION RECOVERY (2002)
 SY0378
 SY0378'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0378'RECOVERED IN GOOD CONDITION.
 SY0378
 SY0378                          STATION RECOVERY (2006)
 SY0378
 SY0378'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0382 ***********************************************************************
 SY0382  DESIGNATION -  3 A 5 S 1 C OF S
 SY0382  PID         -  SY0382
 SY0382  STATE/COUNTY-  WA/KING
 SY0382  USGS QUAD   -  
 SY0382
 SY0382                         *CURRENT SURVEY CONTROL
 SY0382  ___________________________________________________________________
 SY0382* NAD 83(1986)-  47 38 28.     (N)    122 18 25.     (W)     SCALED    
 SY0382* NAVD 88     -        19.052  (meters)      62.51   (feet)  ADJUSTED  
 SY0382  ___________________________________________________________________
 SY0382  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY0382  DYNAMIC HT  -          19.054 (meters)      62.51  (feet)  COMP
 SY0382  MODELED GRAV-     980,725.7   (mgal)                       NAVD 88
 SY0382
 SY0382  VERT ORDER  -  FIRST     CLASS II
 SY0382
 SY0382.The horizontal coordinates were scaled from a topographic map and have
 SY0382.an estimated accuracy of +/- 6 seconds.
 SY0382
 SY0382.The orthometric height was determined by differential leveling
 SY0382.and adjusted by the National Geodetic Survey in June 1991..
 SY0382
 SY0382.The geoid height was determined by GEOID03.
 SY0382
 SY0382.The dynamic height is computed by dividing the NAVD 88
 SY0382.geopotential number by the normal gravity value computed on the
 SY0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0382.degrees latitude (g = 980.6199 gals.).
 SY0382
 SY0382.The modeled gravity was interpolated from observed gravity values.
 SY0382
 SY0382;                    North         East    Units  Estimated Accuracy
 SY0382;SPC WA N     -    72,340.      389,280.      MT  (+/- 180 meters Scaled)
 SY0382
 SY0382                          SUPERSEDED SURVEY CONTROL
 SY0382
 SY0382  NGVD 29 (??/??/??)   17.961  (m)           58.93   (f) ADJUSTED    1 2
 SY0382
 SY0382.Superseded values are not recommended for survey control.
 SY0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0382.See file dsdata.txt to determine how the superseded data were derived.
 SY0382
 SY0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET520766(NAD 83)
 SY0382_MARKER: Z = SEE DESCRIPTION
 SY0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0382+STABILITY: SURFACE MOTION
 SY0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0382+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 SY0382
 SY0382  HISTORY     - Date     Condition        Report By
 SY0382  HISTORY     - UNK      MONUMENTED       WA1960
 SY0382  HISTORY     - 1965     GOOD             CGS
 SY0382  HISTORY     - 20021104 GOOD             USPSQD
 SY0382  HISTORY     - 20060502 GOOD             USPSQD
 SY0382
 SY0382                          STATION DESCRIPTION
 SY0382
 SY0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0382'IN SEATTLE.
 SY0382'AT SEATTLE, AT THE INTERSECTION OF THE CENTER LINES OF E MILLER STREET
 SY0382'AND W. MONTLAKE PLACE E., A COPPER PLUG SET IN THE TOP OF A CONCRETE
 SY0382'POST 0.7 FT UNDERGROUND. ACCESS TO THE MARK IS THRU A MANHOLE.
 SY0382
 SY0382                          STATION RECOVERY (2002)
 SY0382
 SY0382'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0382'RECOVERED IN GOOD CONDITION.
 SY0382
 SY0382                          STATION RECOVERY (2006)
 SY0382
 SY0382'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0353 ***********************************************************************
 SY0353  DESIGNATION -  3 A 7
 SY0353  PID         -  SY0353
 SY0353  STATE/COUNTY-  WA/KING
 SY0353  USGS QUAD   -  
 SY0353
 SY0353                         *CURRENT SURVEY CONTROL
 SY0353  ___________________________________________________________________
 SY0353* NAD 83(1991)-  47 38 12.50522(N)    122 16 34.55612(W)     ADJUSTED  
 SY0353* NAVD 88     -         7.900  (meters)      25.92   (feet)  ADJUSTED  
 SY0353  ___________________________________________________________________
 SY0353  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 SY0353  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY0353  DYNAMIC HT  -           7.901 (meters)      25.92  (feet)  COMP
 SY0353  MODELED GRAV-     980,722.6   (mgal)                       NAVD 88
 SY0353
 SY0353  HORZ ORDER  -  THIRD
 SY0353  VERT ORDER  -  FIRST     CLASS II
 SY0353
 SY0353.The horizontal coordinates were established by classical geodetic methods
 SY0353.and adjusted by the National Geodetic Survey in December 1991..
 SY0353
 SY0353.The orthometric height was determined by differential leveling
 SY0353.and adjusted by the National Geodetic Survey in June 1991..
 SY0353.WARNING-Repeat measurements at this control monument indicate possible
 SY0353.vertical movement.
 SY0353
 SY0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0353
 SY0353.The geoid height was determined by GEOID03.
 SY0353
 SY0353.The dynamic height is computed by dividing the NAVD 88
 SY0353.geopotential number by the normal gravity value computed on the
 SY0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0353.degrees latitude (g = 980.6199 gals.).
 SY0353
 SY0353.The modeled gravity was interpolated from observed gravity values.
 SY0353
 SY0353;                    North         East     Units Scale Factor Converg.
 SY0353;SPC WA N     -    71,817.932   391,575.882   MT  0.99997729   -1 04 27.5
 SY0353;SPC WA N     -   235,622.67  1,284,695.21   sFT  0.99997729   -1 04 27.5
 SY0353;UTM  10      - 5,276,187.824   554,365.037   MT  0.99963632   +0 32 05.2
 SY0353
 SY0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0353!SPC WA N     -   1.00000249  x   0.99997729  =   0.99997978
 SY0353!UTM  10      -   1.00000249  x   0.99963632  =   0.99963880
 SY0353
 SY0353:                Primary Azimuth Mark                     Grid Az
 SY0353:SPC WA N     -  JUANITA BAY DAYBEACON 6                  034 35 43.0
 SY0353:UTM  10      -  JUANITA BAY DAYBEACON 6                  032 59 10.3
 SY0353
 SY0353|---------------------------------------------------------------------|
 SY0353| PID    Reference Object                     Distance      Geod. Az  |
 SY0353|                                                           dddmmss.s |
 SY0353| SY3801 JUANITA BAY DAYBEACON 6             APPROX. 8.0 KM 0333115.5 |
 SY0353| SY3746 CLYDE HILL MUNICIPAL STANDPIPE      APPROX. 4.8 KM 0982945.9 |
 SY0353| CF7221 BROWN RM 1                           30.297 METERS 34954     |
 SY0353| SY3896 BROWN                                17.604 METERS 35827     |
 SY0353|---------------------------------------------------------------------|
 SY0353
 SY0353                          SUPERSEDED SURVEY CONTROL
 SY0353
 SY0353  NAD 83(1986)-  47 38 12.49835(N)    122 16 34.56130(W) AD(       ) 3
 SY0353  NAD 27      -  47 38 13.14520(N)    122 16 30.11230(W) AD(       ) 3
 SY0353  NGVD 29 (??/??/??)    6.808  (m)           22.34   (f) ADJUSTED    1 2
 SY0353
 SY0353.Superseded values are not recommended for survey control.
 SY0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0353.See file dsdata.txt to determine how the superseded data were derived.
 SY0353
 SY0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5436576188(NAD 83)
 SY0353_MARKER: DD = SURVEY DISK
 SY0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0353_STAMPING: 3 A 7
 SY0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0353+STABILITY: SURFACE MOTION
 SY0353
 SY0353  HISTORY     - Date     Condition        Report By
 SY0353  HISTORY     - UNK      MONUMENTED       WAGS
 SY0353  HISTORY     - 1968     POOR             CGS
 SY0353  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY0353  HISTORY     - 20021104 GOOD             USPSQD
 SY0353
 SY0353                          STATION DESCRIPTION
 SY0353
 SY0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SY0353'IN SEATTLE.
 SY0353'AT THE NORTHEAST END OF EAST MADISON STREET IN SEATTLE, ON THE WEST
 SY0353'SHORE OF LAKE WASHINGTON, ABOUT 95 YARDS NORTHEAST OF THE INTERSECTION
 SY0353'OF THE CENTERLINES OF EAST MADISON STREET AND 43RD AVENUE NORTH 30.7
 SY0353'FEET SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CURB ALONG
 SY0353'MADISON STREET.  (CURB ENDS AT CONCRETE BULKHEAD), 6 FEET SOUTH OF THE
 SY0353'CURB, 21 FEET SOUTHWEST OF THE SOUTHEAST END OF THE METAL GUARDRAIL AT
 SY0353'THE END OF MADISON STREET, AND 57.5 FEET SOUTH OF TRIANGULATION
 SY0353'STATION BROWN.  THE DISK IS SET IN A 6-INCH SQUARE CONCRETE POST ABOUT
 SY0353'4 INCHES BELOW GROUND.  NOTE-- USE WITH CAUTION.
 SY0353
 SY0353                          STATION RECOVERY (1971)
 SY0353
 SY0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 SY0353'THE STATION WAS RECOVERED AS DESCRIBED IN 1968.  THE DISTANCE AND
 SY0353'DIRECTION TO THE STATION AS MEASURED FROM STATION BROWN, 1953
 SY0353'INDICATES MOVEMENT OF THE MARK.  ABOUT 1/2 FOOT OF FILL DIRT HAS
 SY0353'BEEN PLACED AT THE STATION SITE AND LOCAL INQUIRY REVEALED THE
 SY0353'STATION SITE AREA WAS USED RECENTLY AS A SERVICE AND STORAGE AREA
 SY0353'FOR CONSTRUCTION EQUIPMENT.
 SY0353'
 SY0353'LOCATED IN THE CITY OF SEATTLE, ALONG THE WEST SHORE OF LAKE
 SY0353'WASHINGTON, NEAR THE NORTHEAST END OF MADISON STREET.
 SY0353'
 SY0353'THE STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 SY0353'DISK STAMPED 3A7 SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 SY0353'MONUMENT, ABOUT 2 INCHES BENEATH THE SURFACE OF THE GROUND, 30.7
 SY0353'FEET SOUTHWEST OF THE EAST END OF THE SOUTHEAST CURB OF MADISON
 SY0353'STREET, 21 FEET WEST OF THE SOUTH END OF THE END OF STREET
 SY0353'BARRIER AND 6.6 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE
 SY0353'STREET AND IN AN UNPAVED AREA ALONG THE SOUTHEAST SIDE OF THE
 SY0353'STREET.
 SY0353'
 SY0353'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROWN NO1 1953 IN A
 SY0353'12 INCH SQUARE POST, PROJECTING 6 INCHES AT THE SOUTHEAST CORNER
 SY0353'OF A RED BRICK BUILDING (MADISON PARK MARINA).
 SY0353'
 SY0353'STATION BROWN, 1953 IS A STANDARD DISK STAMPED BROWN 1953 SET IN
 SY0353'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 SY0353'SURFACE OF THE GROUND, 19.5 FEET WEST OF THE NORTH END OF THE
 SY0353'CONCRETE BULKHEAD, 8.5 FEET NORTHEAST OF THE CONCRETE PAVING OF
 SY0353'MADISON STREET AND 2.6 FEET NORTHEAST OF THE METAL BARRICADE AT
 SY0353'THE END OF THE STREET.
 SY0353'
 SY0353'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 SY0353'
 SY0353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY0353'AT SEATTLE.
 SY0353
 SY0353                          STATION RECOVERY (2002)
 SY0353
 SY0353'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0730 ***********************************************************************
 TP0730  DESIGNATION -  3 AA
 TP0730  PID         -  TP0730
 TP0730  STATE/COUNTY-  WA/OKANOGAN
 TP0730  USGS QUAD   -  CONCONULLY WEST (1989)
 TP0730
 TP0730                         *CURRENT SURVEY CONTROL
 TP0730  ___________________________________________________________________
 TP0730* NAD 83(1986)-  48 36 46.     (N)    119 47 24.     (W)     SCALED    
 TP0730* NAVD 88     -       931.619  (meters)    3056.49   (feet)  ADJUSTED  
 TP0730  ___________________________________________________________________
 TP0730  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 TP0730  DYNAMIC HT  -         931.669 (meters)    3056.65  (feet)  COMP
 TP0730  MODELED GRAV-     980,633.7   (mgal)                       NAVD 88
 TP0730
 TP0730  VERT ORDER  -  SECOND    CLASS 0
 TP0730
 TP0730.The horizontal coordinates were scaled from a topographic map and have
 TP0730.an estimated accuracy of +/- 6 seconds.
 TP0730
 TP0730.The orthometric height was determined by differential leveling
 TP0730.and adjusted by the National Geodetic Survey in June 1991..
 TP0730
 TP0730.The geoid height was determined by GEOID03.
 TP0730
 TP0730.The dynamic height is computed by dividing the NAVD 88
 TP0730.geopotential number by the normal gravity value computed on the
 TP0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0730.degrees latitude (g = 980.6199 gals.).
 TP0730
 TP0730.The modeled gravity was interpolated from observed gravity values.
 TP0730
 TP0730;                    North         East    Units  Estimated Accuracy
 TP0730;SPC WA N     -   179,840.      576,930.      MT  (+/- 180 meters Scaled)
 TP0730
 TP0730                          SUPERSEDED SURVEY CONTROL
 TP0730
 TP0730  NGVD 29 (??/??/92)  930.267  (m)         3052.05   (f) ADJ UNCH    2 0
 TP0730
 TP0730.Superseded values are not recommended for survey control.
 TP0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0730.See file dsdata.txt to determine how the superseded data were derived.
 TP0730
 TP0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP943881(NAD 83)
 TP0730_MARKER: DD = SURVEY DISK
 TP0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0730_SP_SET: BRIDGE CURB
 TP0730_STAMPING: 3 AA 1954 3052
 TP0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0730
 TP0730  HISTORY     - Date     Condition        Report By
 TP0730  HISTORY     - 1954     MONUMENTED       USGS
 TP0730  HISTORY     - 1959     GOOD             NGS
 TP0730
 TP0730                          STATION DESCRIPTION
 TP0730
 TP0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0730'4.3 MI NW FROM CONCONULLY.
 TP0730'4.3 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0730'CONCONULLY, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE CURB
 TP0730'OF A CONCRETE BRIDGE OVER THE NORTH FORK OF SALMON CREEK, 14 FEET
 TP0730'NORTHEAST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT NORTHWEST OF THE
 TP0730'SOUTHEAST END OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1295 ***********************************************************************
 RZ1295  DESIGNATION -  3 LC
 RZ1295  PID         -  RZ1295
 RZ1295  STATE/COUNTY-  WA/GARFIELD
 RZ1295  USGS QUAD   -  GOULD CITY (1981)
 RZ1295
 RZ1295                         *CURRENT SURVEY CONTROL
 RZ1295  ___________________________________________________________________
 RZ1295* NAD 83(1986)-  46 32 09.     (N)    117 33 29.     (W)     SCALED    
 RZ1295* NAVD 88     -       484.342  (meters)    1589.05   (feet)  ADJUSTED  
 RZ1295  ___________________________________________________________________
 RZ1295  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 RZ1295  DYNAMIC HT  -         484.326 (meters)    1588.99  (feet)  COMP
 RZ1295  MODELED GRAV-     980,565.9   (mgal)                       NAVD 88
 RZ1295
 RZ1295  VERT ORDER  -  SECOND    CLASS 0
 RZ1295
 RZ1295.The horizontal coordinates were scaled from a topographic map and have
 RZ1295.an estimated accuracy of +/- 6 seconds.
 RZ1295
 RZ1295.The orthometric height was determined by differential leveling
 RZ1295.and adjusted by the National Geodetic Survey in June 1991..
 RZ1295
 RZ1295.The geoid height was determined by GEOID03.
 RZ1295
 RZ1295.The dynamic height is computed by dividing the NAVD 88
 RZ1295.geopotential number by the normal gravity value computed on the
 RZ1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1295.degrees latitude (g = 980.6199 gals.).
 RZ1295
 RZ1295.The modeled gravity was interpolated from observed gravity values.
 RZ1295
 RZ1295;                    North         East    Units  Estimated Accuracy
 RZ1295;SPC WA S     -   137,870.      725,610.      MT  (+/- 180 meters Scaled)
 RZ1295
 RZ1295                          SUPERSEDED SURVEY CONTROL
 RZ1295
 RZ1295  NGVD 29 (??/??/92)  483.367  (m)         1585.85   (f) ADJ UNCH    2 0
 RZ1295
 RZ1295.Superseded values are not recommended for survey control.
 RZ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1295.See file dsdata.txt to determine how the superseded data were derived.
 RZ1295
 RZ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM572537(NAD 83)
 RZ1295_MARKER: DD = SURVEY DISK
 RZ1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1295_STAMPING: 1586 3 LC 1948
 RZ1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1295+STABILITY: SURFACE MOTION
 RZ1295
 RZ1295  HISTORY     - Date     Condition        Report By
 RZ1295  HISTORY     - 1948     MONUMENTED       USGS
 RZ1295  HISTORY     - 1959     GOOD             NGS
 RZ1295
 RZ1295                          STATION DESCRIPTION
 RZ1295
 RZ1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ1295'7.46 MI N FROM POMEROY.
 RZ1295'1.7 MILES EAST ALONG U. S. HIGHWAY 410 FROM THE COURTHOUSE AT POMEROY,
 RZ1295'THENCE 5.76 MILES NORTH ALONG GOULD CITY-MAYVIEW ROAD, 0.1 MILE NORTH
 RZ1295'OF THE Y JUNCTION OF NORTH MEADOW GULCH ROAD, AT THE SOUTH END OF A
 RZ1295'SHARP CURVE, 154 FEET NORTH OF THE NORTHWEST CORNER OF WOODEN BRIDGE
 RZ1295'2210 OVER NORTH MEADOW CREEK, 24 FEET WEST OF THE CENTER LINE OF THE
 RZ1295'ROAD, 52 FEET NORTHEAST OF TELEPHONE POLE 203, 2.3 FEET EAST OF A
 RZ1295'FENCE, 1 FOOT SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 RZ1295'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 RZ1295'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2717 ***********************************************************************
 RC2717  DESIGNATION -  3 N 13 E 13
 RC2717  PID         -  RC2717
 RC2717  STATE/COUNTY-  WA/KLICKITAT
 RC2717  USGS QUAD   -  STACKER BUTTE (1994)
 RC2717
 RC2717                         *CURRENT SURVEY CONTROL
 RC2717  ___________________________________________________________________
 RC2717* NAD 83(1998)-  45 44 18.19270(N)    121 06 49.97520(W)     ADJUSTED  
 RC2717* NAVD 88     -       656.7    (meters)    2155.     (feet)  VERTCON   
 RC2717  ___________________________________________________________________
 RC2717  X           -  -2,304,475.006 (meters)                     COMP
 RC2717  Y           -  -3,818,080.024 (meters)                     COMP
 RC2717  Z           -   4,545,455.847 (meters)                     COMP
 RC2717  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 RC2717  ELLIP HEIGHT-         635.68  (meters)          (06/26/02) GPS OBS
 RC2717  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 RC2717
 RC2717  HORZ ORDER  -  SECOND
 RC2717  ELLP ORDER  -  FOURTH    CLASS I
 RC2717
 RC2717.The horizontal coordinates were established by GPS observations
 RC2717.and adjusted by the National Geodetic Survey in June 2002..
 RC2717.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2717.DATUM ITEM on the data sheet items page.
 RC2717
 RC2717.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2717
 RC2717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2717
 RC2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2717
 RC2717.The ellipsoidal height was determined by GPS observations
 RC2717.and is referenced to NAD 83.
 RC2717
 RC2717.The geoid height was determined by GEOID03.
 RC2717
 RC2717;                    North         East     Units Scale Factor Converg.
 RC2717;SPC WA S     -    45,208.206   452,222.450   MT  1.00002287   -0 26 45.3
 RC2717;SPC WA S     -   148,320.59  1,483,666.49   sFT  1.00002287   -0 26 45.3
 RC2717;UTM  10      - 5,066,711.087   646,732.605   MT  0.99986470   +1 21 03.6
 RC2717
 RC2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2717!SPC WA S     -   0.99990035  x   1.00002287  =   0.99992322
 RC2717!UTM  10      -   0.99990035  x   0.99986470  =   0.99976507
 RC2717
 RC2717                          SUPERSEDED SURVEY CONTROL
 RC2717
 RC2717  NAD 83(1991)-  45 44 18.18978(N)    121 06 49.97406(W) AD(       ) 2
 RC2717  ELLIP H (12/09/91)  635.82   (m)                       GP(       ) 4 1
 RC2717  NAD 83(1991)-  45 44 18.19013(N)    121 06 49.97426(W) AD(       ) 2
 RC2717  ELLIP H (10/15/91)  635.83   (m)                       GP(       ) 4 1
 RC2717  NAD 83(1986)-  45 44 18.20282(N)    121 06 49.96558(W) AD(       ) 2
 RC2717  NGVD 29 (08/07/90)  655.6    (m)         2151.     (f) GPS OBS        
 RC2717
 RC2717.Superseded values are not recommended for survey control.
 RC2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2717.See file dsdata.txt to determine how the superseded data were derived.
 RC2717
 RC2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4673366711(NAD 83)
 RC2717_MARKER: DD = SURVEY DISK
 RC2717_SETTING: 0 = UNSPECIFIED SETTING
 RC2717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2717+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2717
 RC2717  HISTORY     - Date     Condition        Report By
 RC2717  HISTORY     - 1985     MONUMENTED       WA-039
 RC2717  HISTORY     - 1987     GOOD             USFS
 RC2717
 RC2717                          STATION DESCRIPTION
 RC2717
 RC2717'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2717'THE STTAION IS LOCATED ABOUT 10 MILES NORTH OF THE DALLES, OREGON,
 RC2717'8.8 MILE EAST NORTHEAST OF LYLE AND 6.2 MILES NORTH OF THE NORTH
 RC2717'SHORE OF THE COLUMBIA RIVER BY MEMALOOSE ISLAND ALONG THE EAST SIDE
 RC2717'OF THE RIGHT OF WAY OF SCHILLINGS ROAD.
 RC2717'
 RC2717'TO REACH THE STATION FROM LYLE, WASHINGTON AT THE JUNCTION OF GLENWOOD
 RC2717'AVE AND WASHINGTON STATE HIGHWAY 14 AT THE LYLE TAPROOM BAR, HEAD
 RC2717'NORTH AND STAY ON THE MAIN ROAD FOR THREE INTERSECTIONS FOR 0.35
 RC2717'MILE TO A Y JUNCTION.  CONTINUE NORTH FOR 8.2 MILES TO A JUNCTION AND
 RC2717'THE END OF THE PAVEMENT.  CONTINUE STRAIGHT FOR 1.7 MILES TO SCHILLING
 RC2717'ROAD.  TURN LEFT AND PROCEED NORTHERLY ON THE GRAVEL ROAD FOR 0.85
 RC2717'MILE TO A HOUSE ON THE LEFT SIDE AND A MAILBOX ON THE EAST SIDE.  THE
 RC2717'STATION IS ABOUT 25 FEET NORTH OF THE MAILBOX ON THE EAST SIDE OF THE
 RC2717'ROAD.
 RC2717'
 RC2717'THE STATION IS A SECTION CORNER WHICH WAS RESET BY GUY FISHER, PLS
 RC2717'IN 1985.  IT IS A 3 INCH DIAMETER SURVEY DISK STAMPED---T3N R13W R14E
 RC2717'13 18 24 19 1985 WN 14472---SET FLUSH WITH THE GORUND.  NO REFERENCE
 RC2717'MARKS WERE SET.   IT IS 44.7 FEET EAST OF AN  8 BY 8 INCH SECTION LINE
 RC2717'POST WITH CORNER TAG AND 15.0 FEET WEST OF AN 6 BY 6 INCH SECTION LINE
 RC2717'CORNER POST WITH A CORNER TAG.
 RC2717'
 RC2717'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2718 ***********************************************************************
 RC2718  DESIGNATION -  3 N 16 E 16
 RC2718  PID         -  RC2718
 RC2718  STATE/COUNTY-  WA/KLICKITAT
 RC2718  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC2718
 RC2718                         *CURRENT SURVEY CONTROL
 RC2718  ___________________________________________________________________
 RC2718* NAD 83(1998)-  45 44 24.86573(N)    120 49 14.70228(W)     ADJUSTED  
 RC2718* NAVD 88     -       527.92   (+/-2cm)    1732.0    (feet)  VERTCON   
 RC2718  ___________________________________________________________________
 RC2718  X           -  -2,284,789.542 (meters)                     COMP
 RC2718  Y           -  -3,829,615.992 (meters)                     COMP
 RC2718  Z           -   4,545,507.362 (meters)                     COMP
 RC2718  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 RC2718  ELLIP HEIGHT-         506.82  (meters)          (06/26/02) GPS OBS
 RC2718  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 RC2718
 RC2718  HORZ ORDER  -  SECOND
 RC2718  VERT ORDER  -  THIRD ? (See Below)
 RC2718  ELLP ORDER  -  FOURTH    CLASS I
 RC2718
 RC2718.The horizontal coordinates were established by GPS observations
 RC2718.and adjusted by the National Geodetic Survey in June 2002..
 RC2718.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2718.DATUM ITEM on the data sheet items page.
 RC2718
 RC2718.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2718.The vertical order pertains to the NGVD 29 superseded value.
 RC2718
 RC2718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2718
 RC2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2718
 RC2718.The ellipsoidal height was determined by GPS observations
 RC2718.and is referenced to NAD 83.
 RC2718
 RC2718.The geoid height was determined by GEOID03.
 RC2718
 RC2718;                    North         East     Units Scale Factor Converg.
 RC2718;SPC WA S     -    45,279.067   475,037.096   MT  1.00002240   -0 13 58.8
 RC2718;SPC WA S     -   148,553.07  1,558,517.54   sFT  1.00002240   -0 13 58.8
 RC2718;SPC OR N     -   230,473.172 2,475,039.041   MT  0.99994433   -0 13 38.9
 RC2718;SPC OR N     -   756,145.58  8,120,206.83   iFT  0.99994433   -0 13 38.9
 RC2718;UTM  10      - 5,067,496.661   669,531.215   MT  0.99995335   +1 33 40.0
 RC2718
 RC2718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2718!SPC WA S     -   0.99992055  x   1.00002240  =   0.99994295
 RC2718!SPC OR N     -   0.99992055  x   0.99994433  =   0.99986489
 RC2718!UTM  10      -   0.99992055  x   0.99995335  =   0.99987390
 RC2718
 RC2718                          SUPERSEDED SURVEY CONTROL
 RC2718
 RC2718  NAD 83(1991)-  45 44 24.86311(N)    120 49 14.70170(W) AD(       ) 2
 RC2718  ELLIP H (12/09/91)  506.95   (m)                       GP(       ) 4 1
 RC2718  NAD 83(1991)-  45 44 24.86311(N)    120 49 14.70160(W) AD(       ) 2
 RC2718  ELLIP H (10/15/91)  506.95   (m)                       GP(       ) 4 1
 RC2718  NAD 83(1986)-  45 44 24.87451(N)    120 49 14.69608(W) AD(       ) 2
 RC2718  NGVD 29 (08/07/90)  526.91   (m)         1728.7    (f) LEVELING    3  
 RC2718
 RC2718.Superseded values are not recommended for survey control.
 RC2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2718.See file dsdata.txt to determine how the superseded data were derived.
 RC2718
 RC2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6953167497(NAD 83)
 RC2718_MARKER: DD = SURVEY DISK
 RC2718_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RC2718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2718+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2718
 RC2718  HISTORY     - Date     Condition        Report By
 RC2718  HISTORY     - 1987     MONUMENTED       USFS
 RC2718
 RC2718                          STATION DESCRIPTION
 RC2718
 RC2718'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2718'THE STATION IS LOCATED ABOUT 19 MILES EAST NORTHEAST OF THE DALLES,OR,
 RC2718'6 MILES SOUTH OF GOLDENDALE AND 5 MILES NORTH OF BIGGS JUNCTION ON THE
 RC2718'EAST RIGHT OF WAY ALONG U.S. HIGHWAY 97 AT THE CREST OF THE HILL ABOVE
 RC2718'THE COLUMBIA RIVER.
 RC2718'
 RC2718'TO REACH THE STATION FROM INTERSTATE HIGHWAY 84 AT EXIT 104 (BIGGS
 RC2718'JUNCTION),EXIT THE FREEWAY AND GO NORTH ON U.S. HIGHWAY 97 ACROSS THE
 RC2718'BRIDGE FOR 2.5 MILES TO A STOP SIGN AT WASHINGTON STATE HIGHWAY 14.
 RC2718'TURN LEFT(WEST) AND TRAVEL 0.4 MILE TO A JUNCTION, TURN  RIGHT
 RC2718'AND CONTINUE ON U.S. HIGHWAY 97 UPHILL FOR 3.65 MILES TO THE STATION
 RC2718'ON THE RIGHT NEXT TO THE FENCE.
 RC2718'
 RC2718'THE STATION IS A 3-1/4 INCH ALUMINUM DISK STAMPED---USDA-FS GPS/
 RC2718'BM 3N16E16---SET ON A 30 INCH LONG 2-1/2 INCH DIAMETER ALUMINUM PIPE
 RC2718'WHICH WAS GROUTED OVER A 5-1/2 FOOT LONG STEEL FENCE POST DRIVEN IN
 RC2718'THE GROUND.  A MASS OF CONCRETE HAS BEEN PLACED AROUND THE TOP OF
 RC2718'THE MONUMENT WHICH IS FLUSH WITH THE GROUND. NO REFERENCE MARKS WERE
 RC2718'SET.  IT IS 125 FEET NORTH OF THE END OF AN 18 INCH CONCRETE CULVERT,
 RC2718'60.5 FEET SOUTHEAST OF THE INLET OF AN 18 INCH CONCRETE CULVERT, 35
 RC2718'FEET EAST OF THE EAST EDGE OF THE PAVEMENT, 1.6 FEET EAST OF THE
 RC2718'FENCE AND 1.0 FEET SOUTH OF AN ORANGE FLEXIBLE WITNESS POST.
 RC2718'
 RC2718'THIS STATION IS SUITABLE FOR GPS SURVEYS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4211 ***********************************************************************
 RD4211  DESIGNATION -  3 N 5 E 19
 RD4211  PID         -  RD4211
 RD4211  STATE/COUNTY-  WA/SKAMANIA
 RD4211  USGS QUAD   -  BOBS MOUNTAIN (1986)
 RD4211
 RD4211                         *CURRENT SURVEY CONTROL
 RD4211  ___________________________________________________________________
 RD4211* NAD 83(1998)-  45 43 34.11155(N)    122 14 27.00321(W)     ADJUSTED  
 RD4211* NAVD 88     -       891.7    (meters)    2926.     (feet)  VERTCON   
 RD4211  ___________________________________________________________________
 RD4211  X           -  -2,379,729.398 (meters)                     COMP
 RD4211  Y           -  -3,772,980.126 (meters)                     COMP
 RD4211  Z           -   4,544,673.262 (meters)                     COMP
 RD4211  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 RD4211  ELLIP HEIGHT-         869.58  (meters)          (06/26/02) GPS OBS
 RD4211  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RD4211
 RD4211  HORZ ORDER  -  SECOND
 RD4211  ELLP ORDER  -  FOURTH    CLASS I
 RD4211
 RD4211.The horizontal coordinates were established by GPS observations
 RD4211.and adjusted by the National Geodetic Survey in June 2002..
 RD4211.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RD4211.DATUM ITEM on the data sheet items page.
 RD4211
 RD4211.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4211
 RD4211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD4211
 RD4211.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4211
 RD4211.The ellipsoidal height was determined by GPS observations
 RD4211.and is referenced to NAD 83.
 RD4211
 RD4211.The geoid height was determined by GEOID03.
 RD4211
 RD4211;                    North         East     Units Scale Factor Converg.
 RD4211;SPC WA S     -    45,156.693   364,492.980   MT  1.00002602   -1 15 52.3
 RD4211;SPC WA S     -   148,151.58  1,195,840.72   sFT  1.00002602   -1 15 52.3
 RD4211;UTM  10      - 5,063,900.959   559,073.255   MT  0.99964290   +0 32 36.9
 RD4211
 RD4211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4211!SPC WA S     -   0.99986369  x   1.00002602  =   0.99988971
 RD4211!UTM  10      -   0.99986369  x   0.99964290  =   0.99950664
 RD4211
 RD4211                          SUPERSEDED SURVEY CONTROL
 RD4211
 RD4211  NAD 83(1991)-  45 43 34.10785(N)    122 14 27.00215(W) AD(       ) 2
 RD4211  ELLIP H (12/09/91)  869.77   (m)                       GP(       ) 4 1
 RD4211  NAD 83(1991)-  45 43 34.10779(N)    122 14 27.00211(W) AD(       ) 2
 RD4211  ELLIP H (10/15/91)  869.76   (m)                       GP(       ) 4 1
 RD4211  NAD 83(1986)-  45 43 34.12028(N)    122 14 27.00392(W) AD(       ) 2
 RD4211  NGVD 29 (08/07/90)  890.7    (m)         2922.     (f) GPS OBS        
 RD4211
 RD4211.Superseded values are not recommended for survey control.
 RD4211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4211.See file dsdata.txt to determine how the superseded data were derived.
 RD4211
 RD4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5907363901(NAD 83)
 RD4211_MARKER: DD = SURVEY DISK
 RD4211_SETTING: 0 = UNSPECIFIED SETTING
 RD4211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4211+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RD4211
 RD4211  HISTORY     - Date     Condition        Report By
 RD4211  HISTORY     - 1987     MONUMENTED       USFS
 RD4211
 RD4211                          STATION DESCRIPTION
 RD4211
 RD4211'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RD4211'THE STATION IS LOCATED ABOUT 17 MILES WNW OF STEVENSON, 15.5 MILES WSW
 RD4211'OF WIND RIVER AND 11.5 MILES NE OF WASHOUGAL.
 RD4211'
 RD4211'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON STATE HIGHWAY 14
 RD4211'AND 140 IN WASHOUGAL, WASHINGTON, TRAVEL NORTHERLY ON ROAD 140 FOR 9.3
 RD4211'MILES AND TURN LEFT ON WASHOUGAL RIVER ROAD AT THE WASHOUGAL STORE.
 RD4211'TRAVEL 0.5 MILE THEN BEAR LEFT ON SKYE ROAD AND CONTINUE FOR 3.7 MILES
 RD4211'AND THEN TURN RIGHT ONTO 412TH STREET (SKAMANIA MINES ROAD).   TRAVEL
 RD4211'NORTHERLY FOR 1.2 MILES TO A BRIDGE OVER THE WEST FORK OF THE
 RD4211'WASHOUGAL RIVER.  THE PAVEMENT ENDS ON THE OTHER SIDE OF THE BRIDGE.
 RD4211'CONTINUE NORTHERLY UPHILL FOR 1.3 MILES TO A T JUNCTION WITH ROAD
 RD4211'1200, TURN LEFT AND GO 0.1 MILE TO A FORK, STAY LEFT (LOWER) AND GO
 RD4211'0.8 MILE TO A WOODEN BRIDGE.  CONTINUE NORTH FOR 1.6 MILES TO A SIDE
 RD4211'ROAD RIGHT. TURN RIGHT AND GO 0.05 MILE TO A LOCKED GATE MAINTAINED
 RD4211'BY THE USFS AND WA DNR, PROCEED THROUGH GATE NORTHERLY FOR 1.3 MILES
 RD4211'TO A DIM TRACK ROAD RIGHT, STAY LEFT (STRAIGHT) AND GO 0.5 MILE TO A
 RD4211'TRACK ROAD RIGHT THROUGH A CLEAR CUT. TURN RIGHT (REVERSE CURVE) AND
 RD4211'GO 0.05 MILE TO THE STATION ON THE LEFT. A FOUR WHEEL DRIVE IS NEEDED
 RD4211'FROM THE LOCKED GATE TO THE STATION.
 RD4211'
 RD4211'THE STATION IS A BLANK 3-1/4 INCH ALUMINUM SURVEY DISK SET ON TOP
 RD4211'OF A 3/4 INCH DRIVEN ALUMINUM ROD STAMPED---USFS 3N5E19 1987---WHICH
 RD4211'IS FLUSH WITH THE GROUND AND ABOUT FIVE FEET HIGHER THAN THE ROAD.
 RD4211'IT IS 49.1 FEET EAST OF A THREE FOOT DIAMETER STUMP WITH A 5/8 INCH
 RD4211'REBAR IN THE CENTER, 21.8 FEET NORTHEAST OF A 4 INCH DOUGLAS FIR,
 RD4211'19 FEET NORTH OF THE CENTERLINE OF THE ROAD, 12 FEET SOUTHEAST OF A
 RD4211'12 FOOT HIGH FIR AND 5 FEET SOUTH OF AN ORANGE FLEXIBLE WITNESS POST.
 RD4211'NO REFERENCE MARKS WERE SET.
 RD4211'
 RD4211'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4212 ***********************************************************************
 RD4212  DESIGNATION -  3 N 6 E 22
 RD4212  PID         -  RD4212
 RD4212  STATE/COUNTY-  WA/SKAMANIA
 RD4212  USGS QUAD   -  BEACON ROCK (1994)
 RD4212
 RD4212                         *CURRENT SURVEY CONTROL
 RD4212  ___________________________________________________________________
 RD4212* NAD 83(1998)-  45 43 56.76506(N)    122 02 59.06832(W)     ADJUSTED  
 RD4212* NAVD 88     -      1083.2    (meters)    3554.     (feet)  VERTCON   
 RD4212  ___________________________________________________________________
 RD4212  X           -  -2,366,937.896 (meters)                     COMP
 RD4212  Y           -  -3,780,585.121 (meters)                     COMP
 RD4212  Z           -   4,545,299.106 (meters)                     COMP
 RD4212  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 RD4212  ELLIP HEIGHT-        1061.68  (meters)          (06/26/02) GPS OBS
 RD4212  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RD4212
 RD4212  HORZ ORDER  -  SECOND
 RD4212  ELLP ORDER  -  FOURTH    CLASS I
 RD4212
 RD4212.The horizontal coordinates were established by GPS observations
 RD4212.and adjusted by the National Geodetic Survey in June 2002..
 RD4212.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RD4212.DATUM ITEM on the data sheet items page.
 RD4212
 RD4212.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4212
 RD4212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD4212
 RD4212.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4212
 RD4212.The ellipsoidal height was determined by GPS observations
 RD4212.and is referenced to NAD 83.
 RD4212
 RD4212.The geoid height was determined by GEOID03.
 RD4212
 RD4212;                    North         East     Units Scale Factor Converg.
 RD4212;SPC WA S     -    45,545.704   379,379.423   MT  1.00002440   -1 07 32.6
 RD4212;SPC WA S     -   149,427.86  1,244,680.66   sFT  1.00002440   -1 07 32.6
 RD4212;UTM  10      - 5,064,758.914   573,934.516   MT  0.99966720   +0 40 49.8
 RD4212
 RD4212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4212!SPC WA S     -   0.99983358  x   1.00002440  =   0.99985798
 RD4212!UTM  10      -   0.99983358  x   0.99966720  =   0.99950084
 RD4212
 RD4212                          SUPERSEDED SURVEY CONTROL
 RD4212
 RD4212  NAD 83(1991)-  45 43 56.76127(N)    122 02 59.06719(W) AD(       ) 2
 RD4212  ELLIP H (12/09/91) 1061.86   (m)                       GP(       ) 4 1
 RD4212  NAD 83(1991)-  45 43 56.76118(N)    122 02 59.06720(W) AD(       ) 2
 RD4212  ELLIP H (10/15/91) 1061.85   (m)                       GP(       ) 4 1
 RD4212  NAD 83(1986)-  45 43 56.77015(N)    122 02 59.07693(W) AD(       ) 2
 RD4212  NGVD 29 (08/07/90) 1082.1    (m)         3550.     (f) GPS OBS        
 RD4212
 RD4212.Superseded values are not recommended for survey control.
 RD4212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4212.See file dsdata.txt to determine how the superseded data were derived.
 RD4212
 RD4212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7393564759(NAD 83)
 RD4212_MARKER: DD = SURVEY DISK
 RD4212_SETTING: 66 = SET IN ROCK OUTCROP
 RD4212_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RD4212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD4212+STABILITY: POSITION/ELEVATION WELL
 RD4212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4212+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RD4212
 RD4212  HISTORY     - Date     Condition        Report By
 RD4212  HISTORY     - 1987     MONUMENTED       WADNR
 RD4212
 RD4212                          STATION DESCRIPTION
 RD4212
 RD4212'DESCRIBED BY WA DEPT OF NAT RES 1987 (TL)
 RD4212'THE STATION IS LOCATED ABOUT 18 MILES NORTHEAST OF WASHOUGAL, 11 MILES
 RD4212'WEST OF CARSON AND 9 MILES NORTHWEST OF CASCADE LOCKS, OREGON. IT IS
 RD4212'ON TOP OF A  PROMINENT ROCK  OUTCROP ON A  HILL KNOWN AS THREE
 RD4212'CORNER ROCK. IT IS ON LAND OWNED BY THE WASHINGTON DEPARTMENT OF
 RD4212'NATURAL RESOURCES.
 RD4212'
 RD4212'TO REACH THE STATION FROM THE NORTH SIDE OF THE BRIDGE OF THE GODS
 RD4212'TURN WEST(LEFT) ON WASHINGTON STATE HIGHWAY 14 AND GO 6.8 MILES TO THE
 RD4212'JUNCTION OF KUEFFLER RD AT MP 34.78 AND BEACON ROCK STATE PARK.  TURN
 RD4212'RIGHT ON KUEFFLER RD AND GO 1.7 MILES TO END OF PAVEMENT, CONTINUE
 RD4212'0.2 MILE TO A FORK, BEAR LEFT AND GO 0.1 MILE TO THE END OF THE
 RD4212'GRADED GRAVEL ROAD AND A LARGE ORANGE SIGN ON THE LEFT.   CONTINUE
 RD4212'STRAIGHT FOR 2.45 MILES ON A ROUGH ROAD TO A FORK SIGNED CG1400-
 RD4212'CG1420 ON A 4 BY 4 POST, CONTINUE ON CENTER TRACK(CG1400) AND GO
 RD4212'1.15 MILES TO A FORK, BEAR RIGHT AND CONTINUE ON CG1400 FOR 1.7 MILES
 RD4212'TO A FORK, BEAR LEFT AND GO 0.3 MILES TO A JUNCTION, STAY RIGHT AND
 RD4212'GO 1.55 MILES UP HILL TO A Y JUNCTION, STAY LEFT AND CONTINUE 1.6
 RD4212'TO THE SUMMIT AND A JUNCTION.  TURN LEFT AND GO UPHILL 0.1  MILE AND
 RD4212'PARK.   PACK UP CONCRETE STAIRS TO THE TOP TO THE STATION INSIDE THE
 RD4212'OLD FOUNDATION.
 RD4212'
 RD4212'THE STATION IS A STANDARD WA DNR 3 INCH BRONZE DISK---UNSTAMPED---
 RD4212'SET IN A DRILL HOLE IN THE TOP OF A PROMINENT ROCK OUTCROP NEAR THE
 RD4212'EAST SIDE OF AN OLD LOOK OUT TOWER FOUNDATION. IT IS 18.5 FEET
 RD4212'NORTHEAST OF ANOTHER WA DNR SURVEY DISK SET IN AN OUTCROP, 11.6 FEET
 RD4212'NORTHEAST OF THE SW TOWER FOUNDATION, 10.8 FEET SOUTHEAST OF THE NW
 RD4212'FOUNDATION, 6.3 FEET NORTH OF THE SE FOUNDATION AND 4.5 FEET SOUTH
 RD4212'OF THE NE FOUNDATION.
 RD4212'
 RD4212'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2719 ***********************************************************************
 RC2719  DESIGNATION -  3 N 7 E 4
 RC2719  PID         -  RC2719
 RC2719  STATE/COUNTY-  WA/SKAMANIA
 RC2719  USGS QUAD   -  STABLER (1983)
 RC2719
 RC2719                         *CURRENT SURVEY CONTROL
 RC2719  ___________________________________________________________________
 RC2719* NAD 83(1998)-  45 45 31.13790(N)    121 56 59.08415(W)     ADJUSTED  
 RC2719* NAVD 88     -       583.4    (meters)    1914.     (feet)  VERTCON   
 RC2719  ___________________________________________________________________
 RC2719  X           -  -2,359,047.293 (meters)                     COMP
 RC2719  Y           -  -3,782,643.522 (meters)                     COMP
 RC2719  Z           -   4,546,974.912 (meters)                     COMP
 RC2719  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 RC2719  ELLIP HEIGHT-         562.21  (meters)          (06/26/02) GPS OBS
 RC2719  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC2719
 RC2719  HORZ ORDER  -  SECOND
 RC2719  ELLP ORDER  -  FOURTH    CLASS I
 RC2719
 RC2719.The horizontal coordinates were established by GPS observations
 RC2719.and adjusted by the National Geodetic Survey in June 2002..
 RC2719.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2719.DATUM ITEM on the data sheet items page.
 RC2719
 RC2719.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2719
 RC2719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2719
 RC2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2719
 RC2719.The ellipsoidal height was determined by GPS observations
 RC2719.and is referenced to NAD 83.
 RC2719
 RC2719.The geoid height was determined by GEOID03.
 RC2719
 RC2719;                    North         East     Units Scale Factor Converg.
 RC2719;SPC WA S     -    48,310.956   387,214.998   MT  1.00001777   -1 03 11.1
 RC2719;SPC WA S     -   158,500.19  1,270,387.87   sFT  1.00001777   -1 03 11.1
 RC2719;UTM  10      - 5,067,768.674   581,676.373   MT  0.99968201   +0 45 08.8
 RC2719
 RC2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2719!SPC WA S     -   0.99991187  x   1.00001777  =   0.99992964
 RC2719!UTM  10      -   0.99991187  x   0.99968201  =   0.99959391
 RC2719
 RC2719                          SUPERSEDED SURVEY CONTROL
 RC2719
 RC2719  NAD 83(1991)-  45 45 31.13408(N)    121 56 59.08291(W) AD(       ) 2
 RC2719  ELLIP H (12/09/91)  562.39   (m)                       GP(       ) 4 1
 RC2719  NAD 83(1991)-  45 45 31.13398(N)    121 56 59.08293(W) AD(       ) 2
 RC2719  ELLIP H (10/15/91)  562.38   (m)                       GP(       ) 4 1
 RC2719  NAD 83(1986)-  45 45 31.14285(N)    121 56 59.09287(W) AD(       ) 2
 RC2719  NGVD 29 (08/07/90)  582.3    (m)         1910.     (f) GPS OBS        
 RC2719
 RC2719.Superseded values are not recommended for survey control.
 RC2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2719.See file dsdata.txt to determine how the superseded data were derived.
 RC2719
 RC2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8167667769(NAD 83)
 RC2719_MARKER: DD = SURVEY DISK
 RC2719_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RC2719+WITH SETTING: INFORMATION.
 RC2719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2719+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2719
 RC2719  HISTORY     - Date     Condition        Report By
 RC2719  HISTORY     - 1987     MONUMENTED       USFS
 RC2719
 RC2719                          STATION DESCRIPTION
 RC2719
 RC2719'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2719'THE STATION IS LOCATED ABOUT 7.3 MILES NORTHWEST OF CARSON, 6.5 MILES
 RC2719'NORTH NORTHWEST OF STEVENSON AND 2.0 MILES SOUTH SOUTHWEST OF WIND
 RC2719'RIVER  IN A CLEAR CUT  NEAR THE HEADWATERS OF MARTHA AND BUDWEISER
 RC2719'CREEEKS ON LAND OWNED BY THE WASHINGTON  DEPARTMENT OF NATURAL
 RC2719'RESOURCES.
 RC2719'
 RC2719'TO REACH THE STATION FROM THE WASHINGTON STATE HIGHWAY 14 JUST WEST
 RC2719'OF THE TURNOFF TO THE BRIDGE OF THE GODS OVER THE COLUMBIA RIVER,
 RC2719'TRAVEL EAST ON ROUTE 14 FOR 2.6 MILES AND TURN LEFT ONTO RUSSEL AVENUE
 RC2719'IN STEVENSON.  CONTINUE FOR 0.1 MILE  AND TURN LEFT ON VANCOUVER
 RC2719'STREET, GO 0.05 MILE AND TURN RIGHT ON SCHOOL STREET, GO 0.15 MILES
 RC2719'AND TURN LEFT ONTO HOT SPRINGS ROAD WHICH TURNS INTO CHESSER ROAD.
 RC2719'CONTINUE FOR 0.45 MILE AND TURN LEFT ON LOOP ROAD, GO 0.25 MILE AND
 RC2719'TURN LEFT ON RYAN ALLEN ROAD, GO 0.85 MILE AND TURN RIGHT ON RED BLUFF
 RC2719'ROAD.  TRAVEL 0.25 MILE TO THE END OF THE PAVEMENT AND A BRIDGE.
 RC2719'CONTINUE 0.05 MILE AND BEAR RIGHT AT A Y JUNCTION.  TRAVEL FOR 2.1
 RC2719'MILES ON FOREST ROAD 2000 THEN BEAR LEFT ONTO FOREST ROAD 2030.  GO
 RC2719'3.15 MILES TO A Y INTERSECTION THEN BEAR LEFT AND CONTINUE FOR 1.45
 RC2719'MILES TO THE STATION ALONG THE WEST SIDE OF ROAD 2035.
 RC2719'
 RC2719'THE STATION IS A STANDARD USDA/USFS 3-1/4 INCH DIAMETER SURVEY DISK
 RC2719'STAMPED---3N7E4 1987---SET ON THE TOP OF A 3/4 INCH DIAMETER 6 FOOT
 RC2719'LONG ALUMINUM ROD DRIVEN IN THE GROUND WITH THE UPPER PORTION BEING
 RC2719'SURROUNDED BY A MASS OF CONCRETE.  IT IS 61.5 FEET NORTHEAST OF A
 RC2719'RR SPIKE IN A 2 FOOT DIAMETER STUMP, 31.4 FEET SOUTH SOUTHWEST OF A
 RC2719'RR SPIKE IN A 2.5 FOOT DIAMETER STUMP, 10.7 FEET NORTH NORTHWEST OF A
 RC2719'RR SPIKE IN A 3 FOOT DIAMETER STUMP AND 5.0 FEET SOUTH OF A GREEN
 RC2719'STEEL FENCE POST.  THE MONUMENT IS FLUSH WITH THE GROUND.  NO
 RC2719'REFERENCE MARKS WERE SET.
 RC2719'
 RC2719'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0174 ***********************************************************************
 TS0174  DESIGNATION -  3 USE
 TS0174  PID         -  TS0174
 TS0174  STATE/COUNTY-  WA/CLALLAM
 TS0174  USGS QUAD   -  MAKAH BAY (1984)
 TS0174
 TS0174                         *CURRENT SURVEY CONTROL
 TS0174  ___________________________________________________________________
 TS0174* NAD 83(1986)-  48 22 09.     (N)    124 37 41.     (W)     SCALED    
 TS0174* NAVD 88     -         4.231  (meters)      13.88   (feet)  ADJUSTED  
 TS0174  ___________________________________________________________________
 TS0174  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 TS0174  DYNAMIC HT  -           4.232 (meters)      13.88  (feet)  COMP
 TS0174  MODELED GRAV-     980,916.6   (mgal)                       NAVD 88
 TS0174
 TS0174  VERT ORDER  -  FIRST     CLASS II
 TS0174
 TS0174.The horizontal coordinates were scaled from a topographic map and have
 TS0174.an estimated accuracy of +/- 6 seconds.
 TS0174
 TS0174.The orthometric height was determined by differential leveling
 TS0174.and adjusted by the National Geodetic Survey in June 1991..
 TS0174
 TS0174.The geoid height was determined by GEOID03.
 TS0174
 TS0174.The dynamic height is computed by dividing the NAVD 88
 TS0174.geopotential number by the normal gravity value computed on the
 TS0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0174.degrees latitude (g = 980.6199 gals.).
 TS0174
 TS0174.The modeled gravity was interpolated from observed gravity values.
 TS0174
 TS0174;                    North         East    Units  Estimated Accuracy
 TS0174;SPC WA N     -   159,160.      218,970.      MT  (+/- 180 meters Scaled)
 TS0174
 TS0174                          SUPERSEDED SURVEY CONTROL
 TS0174
 TS0174  NGVD 29 (??/??/92)    3.093  (m)           10.15   (f) ADJ UNCH    1 2
 TS0174
 TS0174.Superseded values are not recommended for survey control.
 TS0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0174.See file dsdata.txt to determine how the superseded data were derived.
 TS0174
 TS0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU794586(NAD 83)
 TS0174_MARKER: DD = SURVEY DISK
 TS0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TS0174_SP_SET: SQUARE BOX
 TS0174_STAMPING: 3
 TS0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0174
 TS0174  HISTORY     - Date     Condition        Report By
 TS0174  HISTORY     - UNK      MONUMENTED       DOD
 TS0174  HISTORY     - 1956     MARK NOT FOUND   NGS
 TS0174  HISTORY     - 1974     MARK NOT FOUND   NGS
 TS0174
 TS0174                          STATION DESCRIPTION
 TS0174
 TS0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TS0174'0.2 MI W FROM NEAH BAY.
 TS0174'LOCATED IN THE CENTER OF THE NORTHERLY RAILROAD TRACKS ACROSS THE
 TS0174'BRIDGE FROM WASHBURNS STORE, ABOUT 60 FEET WEST OF THE RAILROAD
 TS0174'SWITCH, AND IS IN AN 8X8 INCH SQUARE BOX 6 FEET DEEP WITH A LID ON IT.
 TS0174'NOTE-- THE MARK WAS SET BEFORE THE RAILROAD TRACK WAS BUILT.  A BOX
 TS0174'WAS BUILT AROUND THE MARK BEFORE THE FILL WAS MADE SO AS TO KEEP FROM
 TS0174'DESTROYING THE MARK.  NOTE-- RAILROAD MENTIONED HAS BEEN DISMANTLED
 TS0174'AND EVIDENCE OF ROAD CONSTRUCTION IN AREA IS NOTED.
 TS0174
 TS0174                          STATION RECOVERY (1974)
 TS0174
 TS0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TS0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0965 ***********************************************************************
 SY0965  DESIGNATION -  3 USN
 SY0965  PID         -  SY0965
 SY0965  STATE/COUNTY-  WA/KITSAP
 SY0965  USGS QUAD   -  SUQUAMISH (1981)
 SY0965
 SY0965                         *CURRENT SURVEY CONTROL
 SY0965  ___________________________________________________________________
 SY0965* NAD 83(1986)-  47 42 08.     (N)    122 37 15.     (W)     SCALED    
 SY0965* NAVD 88     -        14.994  (meters)      49.19   (feet)  POSTED    
 SY0965  ___________________________________________________________________
 SY0965  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 SY0965  DYNAMIC HT  -          15.000 (meters)      49.21  (feet)  COMP
 SY0965  MODELED GRAV-     980,772.8   (mgal)                       NAVD 88
 SY0965
 SY0965  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0965
 SY0965.The horizontal coordinates were scaled from a topographic map and have
 SY0965.an estimated accuracy of +/- 6 seconds.
 SY0965
 SY0965.The orthometric height was determined by differential leveling
 SY0965.and adjusted by the National Geodetic Survey in 1992..
 SY0965.No vertical observational check was made to the station.
 SY0965.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0965.was located on a no-check spur therefore a value was not computed.
 SY0965
 SY0965.The geoid height was determined by GEOID03.
 SY0965
 SY0965.The dynamic height is computed by dividing the NAVD 88
 SY0965.geopotential number by the normal gravity value computed on the
 SY0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0965.degrees latitude (g = 980.6199 gals.).
 SY0965
 SY0965.The modeled gravity was interpolated from observed gravity values.
 SY0965
 SY0965;                    North         East    Units  Estimated Accuracy
 SY0965;SPC WA N     -    79,630.      365,860.      MT  (+/- 180 meters Scaled)
 SY0965
 SY0965                          SUPERSEDED SURVEY CONTROL
 SY0965
 SY0965  NGVD 29 (??/??/??)   13.919  (m)           45.67   (f) ADJUSTED    1 2
 SY0965
 SY0965.Superseded values are not recommended for survey control.
 SY0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0965.See file dsdata.txt to determine how the superseded data were derived.
 SY0965
 SY0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET284832(NAD 83)
 SY0965_MARKER: B = BOLT
 SY0965_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0965_SP_SET: MANHOLE
 SY0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0965
 SY0965  HISTORY     - Date     Condition        Report By
 SY0965  HISTORY     - UNK      MONUMENTED       DOD
 SY0965  HISTORY     - 1944     GOOD             CGS
 SY0965
 SY0965                          STATION DESCRIPTION
 SY0965
 SY0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0965'IN KEYPORT.
 SY0965'AT KEYPORT, KITSAP COUNTY, AT THE NAVAL TORPEDO STATION, AT THE CENTER
 SY0965'OF THE INTERSECTION OF FIRST AND B STREETS, AND IN A CAST-IRON
 SY0965'MANHOLE.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0450 ***********************************************************************
 SY0450  DESIGNATION -  3 WAHC
 SY0450  PID         -  SY0450
 SY0450  STATE/COUNTY-  WA/KING
 SY0450  USGS QUAD   -  POVERTY BAY (1994)
 SY0450
 SY0450                         *CURRENT SURVEY CONTROL
 SY0450  ___________________________________________________________________
 SY0450* NAD 83(1991)-  47 35 15.94326(N)    122 19 13.15783(W)     ADJUSTED  
 SY0450* NAVD 88     -        25.691  (meters)      84.29   (feet)  ADJUSTED  
 SY0450  ___________________________________________________________________
 SY0450  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 SY0450  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY0450  DYNAMIC HT  -          25.693 (meters)      84.29  (feet)  COMP
 SY0450  MODELED GRAV-     980,717.3   (mgal)                       NAVD 88
 SY0450
 SY0450  HORZ ORDER  -  SECOND
 SY0450  VERT ORDER  -  SECOND    CLASS 0
 SY0450
 SY0450.The horizontal coordinates were established by classical geodetic methods
 SY0450.and adjusted by the National Geodetic Survey in December 1991..
 SY0450
 SY0450.The orthometric height was determined by differential leveling
 SY0450.and adjusted by the National Geodetic Survey in June 1991..
 SY0450
 SY0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0450
 SY0450.The geoid height was determined by GEOID03.
 SY0450
 SY0450.The dynamic height is computed by dividing the NAVD 88
 SY0450.geopotential number by the normal gravity value computed on the
 SY0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0450.degrees latitude (g = 980.6199 gals.).
 SY0450
 SY0450.The modeled gravity was interpolated from observed gravity values.
 SY0450
 SY0450;                    North         East     Units Scale Factor Converg.
 SY0450;SPC WA N     -    66,429.114   388,160.495   MT  0.99998479   -1 06 25.5
 SY0450;SPC WA N     -   217,942.85  1,273,489.89   sFT  0.99998479   -1 06 25.5
 SY0450;UTM  10      - 5,270,707.133   551,103.438   MT  0.99963209   +0 30 06.6
 SY0450
 SY0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0450!SPC WA N     -   0.99999968  x   0.99998479  =   0.99998447
 SY0450!UTM  10      -   0.99999968  x   0.99963209  =   0.99963177
 SY0450
 SY0450:                Primary Azimuth Mark                     Grid Az
 SY0450:SPC WA N     -  4 WAHC                                   177 49 02.9
 SY0450:UTM  10      -  4 WAHC                                   176 12 30.8
 SY0450
 SY0450|---------------------------------------------------------------------|
 SY0450| PID    Reference Object                     Distance      Geod. Az  |
 SY0450|                                                           dddmmss.s |
 SY0450| SY0452 4 WAHC                              481.568 METERS 1764237.4 |
 SY0450| SY4199 NO 2 F 1957                         APPROX. 1.1 KM 2460234.3 |
 SY0450| SY0451 2 WAHC                              396.252 METERS 34918     |
 SY0450|---------------------------------------------------------------------|
 SY0450
 SY0450                          SUPERSEDED SURVEY CONTROL
 SY0450
 SY0450  NAD 83(1986)-  47 35 15.93706(N)    122 19 13.16393(W) AD(       ) 2
 SY0450  NAD 27      -  47 35 16.57784(N)    122 19 08.72213(W) AD(       ) 2
 SY0450  NGVD 29 (??/??/??)   24.577  (m)           80.63   (f) ADJUSTED    2 0
 SY0450
 SY0450.Superseded values are not recommended for survey control.
 SY0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0450.See file dsdata.txt to determine how the superseded data were derived.
 SY0450
 SY0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5110370707(NAD 83)
 SY0450_MARKER: DD = SURVEY DISK
 SY0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0450+STABILITY: SURFACE MOTION
 SY0450
 SY0450  HISTORY     - Date     Condition        Report By
 SY0450  HISTORY     - 1957     MONUMENTED       WAHC
 SY0450  HISTORY     - 1958     GOOD             CGS
 SY0450  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0450  HISTORY     - 1962     GOOD             CGS
 SY0450
 SY0450                          STATION DESCRIPTION
 SY0450
 SY0450'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0450'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF SEATTLE,
 SY0450'ON THE WEST SIDE OF 10TH AVENUE SOUTH, BETWEEN MASSACHUSETTS AND
 SY0450'GRAND STREETS.
 SY0450'
 SY0450'THE STATION MARK IS A PUNCH MARK IN THE TOP OF A STEEL PIN
 SY0450'CEMENTED IN THE TOP OF A FIVE INCH CYLINDRICAL CONCRETE MONUMENT
 SY0450'THAT PROJECTS 4 INCHES.  IT IS SITUATED IN THE BOTTOM OF A RAVINE,
 SY0450'ABOUT 120 FEET WEST OF THE CENTER OF 10TH AVENUE SOUTH AND 120
 SY0450'FEET SOUTH OF RESIDENCE HOUSE 1709.
 SY0450
 SY0450                          STATION RECOVERY (1958)
 SY0450
 SY0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0450'IN SEATTLE.
 SY0450'AT SEATTLE, KING COUNTY, IN THE SOUTH CENTRAL SECTION, ON THE WEST
 SY0450'SIDE OF 10TH AVENUE SOUTH, BETWEEN MASSACHUSETTS AND GRAND STREETS,
 SY0450'120 FEET WEST OF THE CENTERLINE OF 10TH AVENUE SOUTH, 120 FEET SOUTH
 SY0450'OF RESIDENCE HOUSE 1709, AND IN THE BOTTOM OF A RAVINE.  A PUNCH MARK
 SY0450'IN THE TOP OF A STEEL PIN CEMENTED IN THE TOP OF A 5-INCH CYLINDRICAL
 SY0450'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE MARK
 SY0450'IS ON A TRAIL, ABOUT 10 FEET EAST OF A STEEP BANK AND THERE ARE
 SY0450'SEVERAL BLAZED TREES IN THE AREA.
 SY0450
 SY0450                          STATION RECOVERY (1962)
 SY0450
 SY0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0450'THE FOLLOWING ADDITIONAL INFORMATION MAY BE HELPFUL.  THE MARK IS
 SY0450'ON A TRAIL, ABOUT 10 FEET EAST OF A STEEP BANK AND THERE ARE
 SY0450'SEVERAL BLAZED TREES IN THE AREA.
 SY0450
 SY0450                          STATION RECOVERY (1962)
 SY0450
 SY0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1747 ***********************************************************************
 RC1747  DESIGNATION -  30 15 KOX
 RC1747  PID         -  RC1747
 RC1747  STATE/COUNTY-  WA/SKAMANIA
 RC1747  USGS QUAD   -  STABLER (1983)
 RC1747
 RC1747                         *CURRENT SURVEY CONTROL
 RC1747  ___________________________________________________________________
 RC1747* NAD 83(1986)-  45 49 14.     (N)    121 54 46.     (W)     SCALED    
 RC1747* NAVD 88     -       310.266  (meters)    1017.93   (feet)  ADJUSTED  
 RC1747  ___________________________________________________________________
 RC1747  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 RC1747  DYNAMIC HT  -         310.252 (meters)    1017.89  (feet)  COMP
 RC1747  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 RC1747
 RC1747  VERT ORDER  -  SECOND    CLASS 0
 RC1747
 RC1747.The horizontal coordinates were scaled from a topographic map and have
 RC1747.an estimated accuracy of +/- 6 seconds.
 RC1747
 RC1747.The orthometric height was determined by differential leveling
 RC1747.and adjusted by the National Geodetic Survey in June 1991..
 RC1747
 RC1747.The geoid height was determined by GEOID03.
 RC1747
 RC1747.The dynamic height is computed by dividing the NAVD 88
 RC1747.geopotential number by the normal gravity value computed on the
 RC1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1747.degrees latitude (g = 980.6199 gals.).
 RC1747
 RC1747.The modeled gravity was interpolated from observed gravity values.
 RC1747
 RC1747;                    North         East    Units  Estimated Accuracy
 RC1747;SPC WA S     -    55,140.      390,210.      MT  (+/- 180 meters Scaled)
 RC1747
 RC1747                          SUPERSEDED SURVEY CONTROL
 RC1747
 RC1747  NGVD 29 (??/??/92)  309.228  (m)         1014.53   (f) ADJ UNCH    2 0
 RC1747
 RC1747.Superseded values are not recommended for survey control.
 RC1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1747.See file dsdata.txt to determine how the superseded data were derived.
 RC1747
 RC1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER844746(NAD 83)
 RC1747_MARKER: DD = SURVEY DISK
 RC1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1747_STAMPING: KOX U.S.E.D. 1015 30-15 1937
 RC1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1747+STABILITY: SURFACE MOTION
 RC1747
 RC1747  HISTORY     - Date     Condition        Report By
 RC1747  HISTORY     - 1937     MONUMENTED       DOD
 RC1747  HISTORY     - 1968     GOOD             NGS
 RC1747
 RC1747                          STATION DESCRIPTION
 RC1747
 RC1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1747'8.75 MI NW FROM CARSON.
 RC1747'MARK IS 0.25 MILE SOUTHEAST OF THE INTERSECTION OF WIND RIVER HIGHWAY
 RC1747'AND ROAD N 60, 27.5 FEET SOUTHWEST OF THE CENTER OF WIND RIVER
 RC1747'HIGHWAY, 5 FEET SOUTHEAST OF A 16-INCH FIR TREE MARKED BM, 1 FOOT
 RC1747'NORTHWEST OF A METAL WITNESS POST, A BUREAU OF PUBLIC ROADS DISK SET
 RC1747'IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 RC1747'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1726 ***********************************************************************
 RC1726  DESIGNATION -  30 2
 RC1726  PID         -  RC1726
 RC1726  STATE/COUNTY-  WA/SKAMANIA
 RC1726  USGS QUAD   -  BIG HUCKLEBERRY MTN (1994)
 RC1726
 RC1726                         *CURRENT SURVEY CONTROL
 RC1726  ___________________________________________________________________
 RC1726* NAD 83(1986)-  45 45 29.     (N)    121 50 16.     (W)     SCALED    
 RC1726* NAVD 88     -       182.375  (meters)     598.34   (feet)  ADJUSTED  
 RC1726  ___________________________________________________________________
 RC1726  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC1726  DYNAMIC HT  -         182.368 (meters)     598.32  (feet)  COMP
 RC1726  MODELED GRAV-     980,577.1   (mgal)                       NAVD 88
 RC1726
 RC1726  VERT ORDER  -  SECOND    CLASS 0
 RC1726
 RC1726.The horizontal coordinates were scaled from a topographic map and have
 RC1726.an estimated accuracy of +/- 6 seconds.
 RC1726
 RC1726.The orthometric height was determined by differential leveling
 RC1726.and adjusted by the National Geodetic Survey in June 1991..
 RC1726
 RC1726.The geoid height was determined by GEOID03.
 RC1726
 RC1726.The dynamic height is computed by dividing the NAVD 88
 RC1726.geopotential number by the normal gravity value computed on the
 RC1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1726.degrees latitude (g = 980.6199 gals.).
 RC1726
 RC1726.The modeled gravity was interpolated from observed gravity values.
 RC1726
 RC1726;                    North         East    Units  Estimated Accuracy
 RC1726;SPC WA S     -    48,090.      395,920.      MT  (+/- 180 meters Scaled)
 RC1726
 RC1726                          SUPERSEDED SURVEY CONTROL
 RC1726
 RC1726  NGVD 29 (??/??/92)  181.346  (m)          594.97   (f) ADJ UNCH    2 0
 RC1726
 RC1726.Superseded values are not recommended for survey control.
 RC1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1726.See file dsdata.txt to determine how the superseded data were derived.
 RC1726
 RC1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER903678(NAD 83)
 RC1726_MARKER: DD = SURVEY DISK
 RC1726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1726_SP_SET: PIER
 RC1726_STAMPING: 30-2 1935 595
 RC1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1726
 RC1726  HISTORY     - Date     Condition        Report By
 RC1726  HISTORY     - 1935     MONUMENTED       BPR
 RC1726  HISTORY     - 1946     GOOD             NGS
 RC1726
 RC1726                          STATION DESCRIPTION
 RC1726
 RC1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC1726'2.8 MI NW FROM CARSON.
 RC1726'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 8C FROM THE GRADE SCHOOL AT
 RC1726'CARSON, SET IN THE NORTHEAST PIER OF THE BRIDGE OVER THE WIND RIVER,
 RC1726'13 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0497 ***********************************************************************
 SY0497  DESIGNATION -  30 A 4 WAGS
 SY0497  PID         -  SY0497
 SY0497  STATE/COUNTY-  WA/KING
 SY0497  USGS QUAD   -  AUBURN (1994)
 SY0497
 SY0497                         *CURRENT SURVEY CONTROL
 SY0497  ___________________________________________________________________
 SY0497* NAD 83(1986)-  47 18 15.     (N)    122 13 55.     (W)     SCALED    
 SY0497* NAVD 88     -        25.926  (meters)      85.06   (feet)  ADJUSTED  
 SY0497  ___________________________________________________________________
 SY0497  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY0497  DYNAMIC HT  -          25.929 (meters)      85.07  (feet)  COMP
 SY0497  MODELED GRAV-     980,756.3   (mgal)                       NAVD 88
 SY0497
 SY0497  VERT ORDER  -  FIRST     CLASS II
 SY0497
 SY0497.The horizontal coordinates were scaled from a topographic map and have
 SY0497.an estimated accuracy of +/- 6 seconds.
 SY0497
 SY0497.The orthometric height was determined by differential leveling
 SY0497.and adjusted by the National Geodetic Survey in June 1991..
 SY0497
 SY0497.The geoid height was determined by GEOID03.
 SY0497
 SY0497.The dynamic height is computed by dividing the NAVD 88
 SY0497.geopotential number by the normal gravity value computed on the
 SY0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0497.degrees latitude (g = 980.6199 gals.).
 SY0497
 SY0497.The modeled gravity was interpolated from observed gravity values.
 SY0497
 SY0497;                    North         East    Units  Estimated Accuracy
 SY0497;SPC WA N     -    34,780.      394,230.      MT  (+/- 180 meters Scaled)
 SY0497
 SY0497                          SUPERSEDED SURVEY CONTROL
 SY0497
 SY0497  NGVD 29 (??/??/??)   24.870  (m)           81.59   (f) ADJUSTED    1 2
 SY0497
 SY0497.Superseded values are not recommended for survey control.
 SY0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0497.See file dsdata.txt to determine how the superseded data were derived.
 SY0497
 SY0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET580392(NAD 83)
 SY0497_MARKER: DD = SURVEY DISK
 SY0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0497_STAMPING: 30 A 4
 SY0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0497+STABILITY: SURFACE MOTION
 SY0497
 SY0497  HISTORY     - Date     Condition        Report By
 SY0497  HISTORY     - 1944     MONUMENTED       CGS
 SY0497  HISTORY     - 1944     GOOD             CGS
 SY0497  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0497
 SY0497                          STATION DESCRIPTION
 SY0497
 SY0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0497'IN AUBURN.
 SY0497'AT AUBURN, KING COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 482 FEET
 SY0497'SOUTH OF THE STATION, 219.5 FEET SOUTH OF SEMAPHORE TOWER 213 BETWEEN
 SY0497'THE TRACKS, 8.5 FEET WEST OF THE WEST RAIL OF THE EAST TRACK, 3.3 FEET
 SY0497'EAST OF THE EAST RAIL OF THE WEST TRACK, AND NEAR A WYE IN THE TRACKS.
 SY0497'A STATE SURVEY STANDARD DISK, STAMPED 30 A 4 AND SET IN THE TOP OF A
 SY0497'CONCRETE POST FLUSH WITH THE GROUND.
 SY0497
 SY0497                          STATION RECOVERY (1988)
 SY0497
 SY0497'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1999 ***********************************************************************
 SY1999  DESIGNATION -  30 A 5 1937
 SY1999  PID         -  SY1999
 SY1999  STATE/COUNTY-  WA/KING
 SY1999  USGS QUAD   -  AUBURN (1994)
 SY1999
 SY1999                         *CURRENT SURVEY CONTROL
 SY1999  ___________________________________________________________________
 SY1999* NAD 83(1991)-  47 17 13.71659(N)    122 13 52.36477(W)     ADJUSTED  
 SY1999* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 SY1999  ___________________________________________________________________
 SY1999  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 SY1999  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY1999
 SY1999  HORZ ORDER  -  SECOND
 SY1999
 SY1999.The horizontal coordinates were established by classical geodetic methods
 SY1999.and adjusted by the National Geodetic Survey in December 1991..
 SY1999
 SY1999.The orthometric height was scaled from a topographic map.
 SY1999
 SY1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1999
 SY1999.The geoid height was determined by GEOID03.
 SY1999
 SY1999;                    North         East     Units Scale Factor Converg.
 SY1999;SPC WA N     -    32,885.982   394,254.743   MT  1.00004650   -1 02 26.7
 SY1999;SPC WA N     -   107,893.43  1,293,484.10   sFT  1.00004650   -1 02 26.7
 SY1999;SPC WA S     -   218,611.907   369,049.844   MT  0.99998976   -1 15 27.2
 SY1999;SPC WA S     -   717,229.23  1,210,791.03   sFT  0.99998976   -1 15 27.2
 SY1999;UTM  10      - 5,237,360.705   558,133.510   MT  0.99964153   +0 33 53.6
 SY1999
 SY1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1999!SPC WA N     -   0.99999915  x   1.00004650  =   1.00004565
 SY1999!SPC WA S     -   0.99999915  x   0.99998976  =   0.99998891
 SY1999!UTM  10      -   0.99999915  x   0.99964153  =   0.99964068
 SY1999
 SY1999:                Primary Azimuth Mark                     Grid Az
 SY1999:SPC WA N     -  AUBURN                                   322 03 03.4
 SY1999:SPC WA S     -  AUBURN                                   322 16 03.9
 SY1999:UTM  10      -  AUBURN                                   320 26 43.1
 SY1999
 SY1999|---------------------------------------------------------------------|
 SY1999| PID    Reference Object                     Distance      Geod. Az  |
 SY1999|                                                           dddmmss.s |
 SY1999| SY2522 AUBURN                              APPROX. 3.1 KM 3210036.7 |
 SY1999|---------------------------------------------------------------------|
 SY1999
 SY1999                          SUPERSEDED SURVEY CONTROL
 SY1999
 SY1999  NAD 83(1986)-  47 17 13.70952(N)    122 13 52.37720(W) AD(       ) 2
 SY1999  NAD 27      -  47 17 14.35900(N)    122 13 47.96100(W) AD(       ) 2
 SY1999
 SY1999.Superseded values are not recommended for survey control.
 SY1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1999.See file dsdata.txt to determine how the superseded data were derived.
 SY1999
 SY1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5813437361(NAD 83)
 SY1999_MARKER: Z = SEE DESCRIPTION
 SY1999_SETTING: 0 = UNSPECIFIED SETTING
 SY1999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1999
 SY1999  HISTORY     - Date     Condition        Report By
 SY1999  HISTORY     - 1937     MONUMENTED       CGS
 SY1999  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY1999  HISTORY     - 1967     SEE DESCRIPTION  LOCENG
 SY1999
 SY1999                          STATION DESCRIPTION
 SY1999
 SY1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (HJO)
 SY1999'STATION IS LOCATED BETWEEN THE E-AND-W TRACKS OF THE NORTHERN
 SY1999'PACIFIC RAILROAD DOUBLE TRACKED LINE ABOUT 1.35 MILES S OF THE
 SY1999'AUBURN DEPOT, 2370.9 FEET S OF CENTER LINE OF HIGHWAY OVERHEAD
 SY1999'CROSSING S OF AUBURN, AND 277 FEET N OF THE CENTER LINE OF A
 SY1999'GRAVEL HIGHWAY RUNNING E-AND-W, 4.6 FEET E OF E RAIL OF W TRACK
 SY1999'AND 4.6 FEET W OF THE W RAIL OF THE E TRACK.  A 3-INCH BRONZE
 SY1999'DISK SET IN A PRE-CAST CONCRETE POST 6 INCHES SQUARE AT TOP, SET
 SY1999'FLUSH WITH TOP OF BALLAST.
 SY1999
 SY1999                          STATION RECOVERY (1963)
 SY1999
 SY1999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY1999'STATION WAS NOT FOUND.  A SEARCH ALONG THE RAILROAD IN THE AREA
 SY1999'INDICATED FAILED TO FIND THE MARK.  HOWEVER, VERY LITTLE DIGGING
 SY1999'WAS DONE AND THE MARK MAY BE COVERED OVER.  IT COULD NOT BE
 SY1999'DETERMINED WHERE THE EAST-WEST GRAVEL ROAD HAD BEEN.
 SY1999
 SY1999                          STATION RECOVERY (1967)
 SY1999
 SY1999'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 SY1999'STATION WAS SEARCHED FOR AND FOUND IN DISTURBED CONDITION.  FOUND
 SY1999'MONUMENT BY MEASURING FROM REMAINS OF 30 A-6.  MONUMENT HAS BEEN
 SY1999'HIT AND SHOULD BE REMOVED OR RESET.  IT LEANS ABOUT 30 DEG TO
 SY1999'THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1997 ***********************************************************************
 SY1997  DESIGNATION -  30 A 6 1937
 SY1997  PID         -  SY1997
 SY1997  STATE/COUNTY-  WA/KING
 SY1997  USGS QUAD   -  AUBURN (1994)
 SY1997
 SY1997                         *CURRENT SURVEY CONTROL
 SY1997  ___________________________________________________________________
 SY1997* NAD 83(1991)-  47 16 05.88646(N)    122 13 48.52124(W)     ADJUSTED  
 SY1997* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 SY1997  ___________________________________________________________________
 SY1997  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 SY1997  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 SY1997
 SY1997  HORZ ORDER  -  SECOND
 SY1997
 SY1997.The horizontal coordinates were established by classical geodetic methods
 SY1997.and adjusted by the National Geodetic Survey in December 1991..
 SY1997
 SY1997.The orthometric height was scaled from a topographic map.
 SY1997
 SY1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1997
 SY1997.The geoid height was determined by GEOID03.
 SY1997
 SY1997;                    North         East     Units Scale Factor Converg.
 SY1997;SPC WA N     -    30,790.008   394,297.478   MT  1.00005127   -1 02 23.8
 SY1997;SPC WA N     -   101,016.88  1,293,624.31   sFT  1.00005127   -1 02 23.8
 SY1997;SPC WA S     -   216,515.915   369,084.645   MT  0.99998577   -1 15 24.4
 SY1997;SPC WA S     -   710,352.63  1,210,905.21   sFT  0.99998577   -1 15 24.4
 SY1997;UTM  10      - 5,235,267.604   558,234.913   MT  0.99964168   +0 33 55.8
 SY1997
 SY1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1997!SPC WA N     -   0.99999915  x   1.00005127  =   1.00005042
 SY1997!SPC WA S     -   0.99999915  x   0.99998577  =   0.99998492
 SY1997!UTM  10      -   0.99999915  x   0.99964168  =   0.99964083
 SY1997
 SY1997:                Primary Azimuth Mark                     Grid Az
 SY1997:SPC WA N     -  SCHULER                                  155 47 23.6
 SY1997:SPC WA S     -  SCHULER                                  156 00 24.2
 SY1997:UTM  10      -  SCHULER                                  154 11 04.0
 SY1997
 SY1997|---------------------------------------------------------------------|
 SY1997| PID    Reference Object                     Distance      Geod. Az  |
 SY1997|                                                           dddmmss.s |
 SY1997| SY1998 SCHULER                             APPROX. 0.7 KM 1544459.8 |
 SY1997|---------------------------------------------------------------------|
 SY1997
 SY1997                          SUPERSEDED SURVEY CONTROL
 SY1997
 SY1997  NAD 83(1986)-  47 16 05.87947(N)    122 13 48.53399(W) AD(       ) 2
 SY1997  NAD 27      -  47 16 06.53000(N)    122 13 44.11700(W) AD(       ) 2
 SY1997
 SY1997.Superseded values are not recommended for survey control.
 SY1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1997.See file dsdata.txt to determine how the superseded data were derived.
 SY1997
 SY1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5823535268(NAD 83)
 SY1997
 SY1997  HISTORY     - Date     Condition        Report By
 SY1997  HISTORY     - 1937     MONUMENTED       CGS
 SY1997  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY1997  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY1997  HISTORY     - 1967     SEE DESCRIPTION  LOCENG
 SY1997
 SY1997                          STATION DESCRIPTION
 SY1997
 SY1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (HJO)
 SY1997'STATION IS LOCATED ABOUT 3 MILES S OF AUBURN, 800 FEET N OF N END
 SY1997'OF RAILROAD BRIDGE OVER WHITE RIVER, IN BETWEEN DOUBLE TRACKS OF
 SY1997'NORTHERN PACIFIC RAILROAD, AT THIS POINT PAVED HIGHWAY TO AUBURN
 SY1997'AND GRAVEL ROAD (A ROAD GOES W FROM THE LATTER) PARALLEL THE
 SY1997'TRACKS.  POINT IS CENTER OF BRONZE DISK SET IN CONCRETE MONUMENT.
 SY1997
 SY1997                          STATION RECOVERY (1954)
 SY1997
 SY1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FFL)
 SY1997'LETTER OF MR. HORACE J. WHITACRE AND ASSOCIATES, PROFESSIONAL
 SY1997'ENGINEERS, 2907 A STREET, TACOMA 4, WASHINGTON, DATED 5 AUGUST
 SY1997'1954--
 SY1997'
 SY1997'THE MARK WAS FOUND AS DESCRIBED BETWEEN THE TRACKS OF THE
 SY1997'NORTHERN PACIFIC RAILWAY IN JULY 1954.  IT HAS BEEN HIT (PROBABLY
 SY1997'BY BALLASTING MACHINERY) AND IS ABOUT 30 DEGREES OFF THE VERTICAL.
 SY1997
 SY1997                          STATION RECOVERY (1963)
 SY1997
 SY1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY1997'STATION HAS BEEN DESTROYED.  THE CONCRETE POST WAS FOUND TILTED
 SY1997'ABOUT 45 DEGREES WITH ALMOST ONE COMPLETE SIDE EXPOSED.  THERE
 SY1997'WERE NO REFERENCE MARKS TO AID IN RE-ESTABLISHING THE STATION, SO
 SY1997'THE DISK WAS REMOVED FROM THE CONCRETE POST.
 SY1997
 SY1997                          STATION RECOVERY (1967)
 SY1997
 SY1997'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 SY1997'STATION MONUMENT WITH THE DISC REMOVED WAS FOUND LYING BETWEEN
 SY1997'RAILROAD TRACKS 800 FEET NORTH OF STUCK RIVER BRIDGE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0135 ***********************************************************************
 SB0135  DESIGNATION -  30 E USGS
 SB0135  PID         -  SB0135
 SB0135  STATE/COUNTY-  WA/KITTITAS
 SB0135  USGS QUAD   -  DORIS (1953)
 SB0135
 SB0135                         *CURRENT SURVEY CONTROL
 SB0135  ___________________________________________________________________
 SB0135* NAD 83(1986)-  46 46 12.     (N)    120 04 08.     (W)     SCALED    
 SB0135* NAVD 88     -       457.854  (meters)    1502.14   (feet)  ADJUSTED  
 SB0135  ___________________________________________________________________
 SB0135  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 SB0135  DYNAMIC HT  -         457.864 (meters)    1502.18  (feet)  COMP
 SB0135  MODELED GRAV-     980,622.0   (mgal)                       NAVD 88
 SB0135
 SB0135  VERT ORDER  -  SECOND    CLASS 0
 SB0135
 SB0135.The horizontal coordinates were scaled from a topographic map and have
 SB0135.an estimated accuracy of +/- 6 seconds.
 SB0135
 SB0135.The orthometric height was determined by differential leveling
 SB0135.and adjusted by the National Geodetic Survey in June 1991..
 SB0135
 SB0135.The geoid height was determined by GEOID03.
 SB0135
 SB0135.The dynamic height is computed by dividing the NAVD 88
 SB0135.geopotential number by the normal gravity value computed on the
 SB0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0135.degrees latitude (g = 980.6199 gals.).
 SB0135
 SB0135.The modeled gravity was interpolated from observed gravity values.
 SB0135
 SB0135;                    North         East    Units  Estimated Accuracy
 SB0135;SPC WA S     -   159,780.      532,930.      MT  (+/- 180 meters Scaled)
 SB0135
 SB0135                          SUPERSEDED SURVEY CONTROL
 SB0135
 SB0135  NGVD 29 (??/??/92)  456.759  (m)         1498.55   (f) ADJ UNCH    2 0
 SB0135
 SB0135.Superseded values are not recommended for survey control.
 SB0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0135.See file dsdata.txt to determine how the superseded data were derived.
 SB0135
 SB0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS237837(NAD 83)
 SB0135_MARKER: DD = SURVEY DISK
 SB0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0135_STAMPING: 30 E 1499 1938
 SB0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0135+STABILITY: SURFACE MOTION
 SB0135
 SB0135  HISTORY     - Date     Condition        Report By
 SB0135  HISTORY     - 1938     MONUMENTED       USGS
 SB0135  HISTORY     - 1949     GOOD             NGS
 SB0135
 SB0135                          STATION DESCRIPTION
 SB0135
 SB0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0135'6.6 MI W FROM LEVERING.
 SB0135'0.9 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0135'RAILROAD FROM THE SIDING SIGN AT LEVERING, THENCE 5.7 MILES WEST ALONG
 SB0135'A TRACK ROAD, 0.1 MILE NORTH OF A POINT WHERE THE ROAD CROSSES A WASH
 SB0135'AT THE APPROXIMATE CENTER OF A U CURVE, ON THE WEST SLOPE OF A HILL,
 SB0135'89 FEET EAST OF THE APPROXIMATE CENTER OF A RAVINE, 11 FEET WEST OF
 SB0135'THE CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A WITNESS POST, ABOUT 2
 SB0135'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SB0135'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1773 ***********************************************************************
 SY1773  DESIGNATION -  300 501
 SY1773  PID         -  SY1773
 SY1773  STATE/COUNTY-  WA/MASON
 SY1773  USGS QUAD   -  SHELTON (1981)
 SY1773
 SY1773                         *CURRENT SURVEY CONTROL
 SY1773  ___________________________________________________________________
 SY1773* NAD 83(1991)-  47 14 44.46079(N)    123 03 01.43656(W)     ADJUSTED  
 SY1773* NAVD 88     -        53.7    (meters)     176.     (feet)  VERTCON   
 SY1773  ___________________________________________________________________
 SY1773  LAPLACE CORR-          -8.20  (seconds)                    DEFLEC99
 SY1773  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SY1773
 SY1773  HORZ ORDER  -  SECOND
 SY1773
 SY1773.The horizontal coordinates were established by classical geodetic methods
 SY1773.and adjusted by the National Geodetic Survey in December 1991..
 SY1773
 SY1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1773
 SY1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1773
 SY1773.The geoid height was determined by GEOID03.
 SY1773
 SY1773;                    North         East     Units Scale Factor Converg.
 SY1773;SPC WA S     -   215,686.722   306,955.095   MT  0.99998113   -1 51 09.4
 SY1773;SPC WA S     -   707,632.19  1,007,068.51   sFT  0.99998113   -1 51 09.4
 SY1773;UTM  10      - 5,232,467.852   496,185.983   MT  0.99960018   -0 02 13.2
 SY1773
 SY1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1773!SPC WA S     -   0.99999500  x   0.99998113  =   0.99997613
 SY1773!UTM  10      -   0.99999500  x   0.99960018  =   0.99959518
 SY1773
 SY1773:                Primary Azimuth Mark                     Grid Az
 SY1773:SPC WA S     -  NARR 2                                   128 14 47.3
 SY1773:UTM  10      -  NARR 2                                   126 25 51.1
 SY1773
 SY1773|---------------------------------------------------------------------|
 SY1773| PID    Reference Object                     Distance      Geod. Az  |
 SY1773|                                                           dddmmss.s |
 SY1773| SY1783 NARR 2                              APPROX. 0.9 KM 1262337.9 |
 SY1773| SY1774 BAY SHORE RM 5                       78.227 METERS 27313     |
 SY1773|---------------------------------------------------------------------|
 SY1773
 SY1773                          SUPERSEDED SURVEY CONTROL
 SY1773
 SY1773  NAD 83(1986)-  47 14 44.46022(N)    123 03 01.44474(W) AD(       ) 2
 SY1773  NAD 27      -  47 14 45.11881(N)    123 02 56.90386(W) AD(       ) 2
 SY1773  NGVD 29 (07/19/86)   52.6    (m)          173.     (f) VERT ANG       
 SY1773
 SY1773.Superseded values are not recommended for survey control.
 SY1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1773.See file dsdata.txt to determine how the superseded data were derived.
 SY1773
 SY1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9618632468(NAD 83)
 SY1773_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1773_SETTING: 0 = UNSPECIFIED SETTING
 SY1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1773
 SY1773  HISTORY     - Date     Condition        Report By
 SY1773  HISTORY     - 1973     MONUMENTED       NGS
 SY1773
 SY1773                          STATION DESCRIPTION
 SY1773
 SY1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SY1773'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF SHELTON, 1/2 MILE WEST
 SY1773'OF THE BAYSHORE GOLF COURSE, 75 YARDS EAST OF THE NORTHEAST CORNER
 SY1773'OF THE CYCLONE FENCE AROUND THE MASON COUNTY HIGHWAY DEPARTMENT
 SY1773'CENTRAL SHOP, AND ON THE SOUTH SIDE OF A BLACKTOP ROAD, IN SECTION
 SY1773'3, T2ON, R3W.
 SY1773'
 SY1773'THE STATION MARK, STAMPED 300-501 11355, IS A 2-INCH METAL DISK WITH
 SY1773'A PUNCH HOLE IN THE CENTER, SET IN CONCRETE 8 INCHES BELOW GROUND
 SY1773'AND ABOUT 8 INCHES LOWER THAN THE ROAD.  THE MARK IS ON A FLAT,
 SY1773'GRAVEL BENCH ON THE EASTERN SLOPE OF A HILL, 70 FEET NORTHEAST OF
 SY1773'A POWER POLE, 14 FEET SOUTHEAST OF THE CENTER OF THE BLACKTOP
 SY1773'ROAD AND 1 FOOT SOUTHEAST OF THE CENTER OF THE OVERHEAD POWER LINE
 SY1773'WIRES.  THE MARK IS IN LINE WITH THE FIRST TWO POWER POLES
 SY1773'NORTHEAST OF THE MARK.
 SY1773'
 SY1773'REACHED FROM THE INTERSECTION OF FIRST AND PINE STREETS IN SHELTON
 SY1773'BY GOING EAST AND NORTHEAST ON STATE HIGHWAY 3 FOR 3.8 MILES TO A
 SY1773'REVERSE Y, ABOUT 50 YARDS BEFORE REACHING THE BRIDGE OVER JOHNS
 SY1773'RIVER.  TURN SHARP LEFT AND FOLLOW THE BLACKTOP ROAD UPHILL 0.25
 SY1773'MILE TO THE CLEARED GRAVEL BENCH ON THE LEFT AND THE STATION.
 SY1773'
 SY1773'NO ADDITIONAL MARKS WERE SET.
 SY1773'
 SY1773'NEAREST TOWN--SHELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0208 ***********************************************************************
 TQ0208  DESIGNATION -  300 D 57
 TQ0208  PID         -  TQ0208
 TQ0208  STATE/COUNTY-  WA/WHATCOM
 TQ0208  USGS QUAD   -  ROSS DAM (1971)
 TQ0208
 TQ0208                         *CURRENT SURVEY CONTROL
 TQ0208  ___________________________________________________________________
 TQ0208* NAD 83(1986)-  48 43 50.     (N)    121 04 01.     (W)     SCALED    
 TQ0208* NAVD 88     -       493.946  (meters)    1620.55   (feet)  ADJUSTED  
 TQ0208  ___________________________________________________________________
 TQ0208  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 TQ0208  DYNAMIC HT  -         494.005 (meters)    1620.75  (feet)  COMP
 TQ0208  MODELED GRAV-     980,715.4   (mgal)                       NAVD 88
 TQ0208
 TQ0208  VERT ORDER  -  FIRST     CLASS II
 TQ0208
 TQ0208.The horizontal coordinates were scaled from a topographic map and have
 TQ0208.an estimated accuracy of +/- 6 seconds.
 TQ0208
 TQ0208.The orthometric height was determined by differential leveling
 TQ0208.and adjusted by the National Geodetic Survey in June 1991..
 TQ0208
 TQ0208.The geoid height was determined by GEOID03.
 TQ0208
 TQ0208.The dynamic height is computed by dividing the NAVD 88
 TQ0208.geopotential number by the normal gravity value computed on the
 TQ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0208.degrees latitude (g = 980.6199 gals.).
 TQ0208
 TQ0208.The modeled gravity was interpolated from observed gravity values.
 TQ0208
 TQ0208;                    North         East    Units  Estimated Accuracy
 TQ0208;SPC WA N     -   192,440.      482,810.      MT  (+/- 180 meters Scaled)
 TQ0208
 TQ0208                          SUPERSEDED SURVEY CONTROL
 TQ0208
 TQ0208  NGVD 29 (??/??/92)  492.72   (m)         1616.5    (f) COMPUTED    1 2
 TQ0208
 TQ0208.Superseded values are not recommended for survey control.
 TQ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0208.See file dsdata.txt to determine how the superseded data were derived.
 TQ0208
 TQ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU421993(NAD 83)
 TQ0208_MARKER: DD = SURVEY DISK
 TQ0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0208_SP_SET: SIDEWALK
 TQ0208_STAMPING: 300 D. 57 OT 100 1615.05
 TQ0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0208
 TQ0208  HISTORY     - Date     Condition        Report By
 TQ0208  HISTORY     - UNK      MONUMENTED
 TQ0208  HISTORY     - 1958     GOOD             NGS
 TQ0208
 TQ0208                          STATION DESCRIPTION
 TQ0208
 TQ0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0208'IN ROSS DAM.
 TQ0208'AT ROSS DAM, IN THE TOP OF A CONCRETE WALK, 55.6 FEET NORTH OF THE
 TQ0208'SOUTHEAST END OF THE DAM, 4.7 FEET SOUTHWEST OF THE NORTHEAST EDGE,
 TQ0208'AND LEVEL WITH THE TOP OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0822 ***********************************************************************
 SY0822  DESIGNATION -  300.4 USGS
 SY0822  PID         -  SY0822
 SY0822  STATE/COUNTY-  WA/MASON
 SY0822  USGS QUAD   -  BELFAIR (1994)
 SY0822
 SY0822                         *CURRENT SURVEY CONTROL
 SY0822  ___________________________________________________________________
 SY0822* NAD 83(1986)-  47 27 47.     (N)    122 48 41.     (W)     SCALED    
 SY0822* NAVD 88     -        92.571  (meters)     303.71   (feet)  POSTED    
 SY0822  ___________________________________________________________________
 SY0822  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 SY0822  DYNAMIC HT  -          92.590 (meters)     303.77  (feet)  COMP
 SY0822  MODELED GRAV-     980,807.4   (mgal)                       NAVD 88
 SY0822
 SY0822  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0822
 SY0822.The horizontal coordinates were scaled from a topographic map and have
 SY0822.an estimated accuracy of +/- 6 seconds.
 SY0822
 SY0822.The orthometric height was determined by differential leveling
 SY0822.and adjusted by the National Geodetic Survey in 1992..
 SY0822.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0822.rate of 0.0 thru 1.0 mm/km.
 SY0822
 SY0822.The geoid height was determined by GEOID03.
 SY0822
 SY0822.The dynamic height is computed by dividing the NAVD 88
 SY0822.geopotential number by the normal gravity value computed on the
 SY0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0822.degrees latitude (g = 980.6199 gals.).
 SY0822
 SY0822.The modeled gravity was interpolated from observed gravity values.
 SY0822
 SY0822;                    North         East    Units  Estimated Accuracy
 SY0822;SPC WA S     -   239,290.      325,750.      MT  (+/- 180 meters Scaled)
 SY0822
 SY0822                          SUPERSEDED SURVEY CONTROL
 SY0822
 SY0822  NGVD 29 (??/??/??)   91.508  (m)          300.22   (f) ADJUSTED    1 2
 SY0822
 SY0822.Superseded values are not recommended for survey control.
 SY0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0822.See file dsdata.txt to determine how the superseded data were derived.
 SY0822
 SY0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET142566(NAD 83)
 SY0822_MARKER: Q = CHISELED SQUARE
 SY0822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0822_SP_SET: CULVERT
 SY0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0822
 SY0822  HISTORY     - Date     Condition        Report By
 SY0822  HISTORY     - UNK      MONUMENTED       USGS
 SY0822  HISTORY     - 1944     GOOD             CGS
 SY0822
 SY0822                          STATION DESCRIPTION
 SY0822
 SY0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0822'1.3 MI NE FROM BELFAIR.
 SY0822'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 SY0822'BELFAIR, MASON COUNTY, ABOUT 400 FEET NORTHEAST OF A RAILROAD
 SY0822'OVERPASS, AT A ROAD INTERSECTION, 23 FEET SOUTHEAST OF THE CENTERLINE
 SY0822'OF THE HIGHWAY, 11 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT A
 SY0822'10-INCH CONCRETE PIPE-CULVERT, AND ON THE TOP OF THE SOUTH END.  A
 SY0822'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1074 ***********************************************************************
 RC1074  DESIGNATION -  300.5
 RC1074  PID         -  RC1074
 RC1074  STATE/COUNTY-  WA/KLICKITAT
 RC1074  USGS QUAD   -  NORTHWESTERN LAKE (1994)
 RC1074
 RC1074                         *CURRENT SURVEY CONTROL
 RC1074  ___________________________________________________________________
 RC1074* NAD 83(1986)-  45 46 00.     (N)    121 32 12.     (W)     SCALED    
 RC1074* NAVD 88     -        92.773  (meters)     304.37   (feet)  ADJUSTED  
 RC1074  ___________________________________________________________________
 RC1074  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 RC1074  DYNAMIC HT  -          92.770 (meters)     304.36  (feet)  COMP
 RC1074  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 RC1074
 RC1074  VERT ORDER  -  SECOND    CLASS 0
 RC1074
 RC1074.The horizontal coordinates were scaled from a topographic map and have
 RC1074.an estimated accuracy of +/- 6 seconds.
 RC1074
 RC1074.The orthometric height was determined by differential leveling
 RC1074.and adjusted by the National Geodetic Survey in June 1991..
 RC1074
 RC1074.The geoid height was determined by GEOID03.
 RC1074
 RC1074.The dynamic height is computed by dividing the NAVD 88
 RC1074.geopotential number by the normal gravity value computed on the
 RC1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1074.degrees latitude (g = 980.6199 gals.).
 RC1074
 RC1074.The modeled gravity was interpolated from observed gravity values.
 RC1074
 RC1074;                    North         East    Units  Estimated Accuracy
 RC1074;SPC WA S     -    48,700.      419,360.      MT  (+/- 180 meters Scaled)
 RC1074
 RC1074                          SUPERSEDED SURVEY CONTROL
 RC1074
 RC1074  NGVD 29 (??/??/92)   91.74   (m)          301.0    (f) COMPUTED    2 0
 RC1074
 RC1074.Superseded values are not recommended for survey control.
 RC1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1074.See file dsdata.txt to determine how the superseded data were derived.
 RC1074
 RC1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR137691(NAD 83)
 RC1074_MARKER: DD = SURVEY DISK
 RC1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1074_SP_SET: CONCRETE DECK
 RC1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1074
 RC1074  HISTORY     - Date     Condition        Report By
 RC1074  HISTORY     - 1928     MONUMENTED       PG+E
 RC1074  HISTORY     - 1968     GOOD             NGS
 RC1074
 RC1074                          STATION DESCRIPTION
 RC1074
 RC1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1074'3.75 MI SW FROM HUSUM.
 RC1074'MARK IS 3.15 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM HUSUM, THEN
 RC1074'WESTERLY ON A GRAVEL ROAD FOR 0.6 MILES TO THE PACIFIC POWER AND
 RC1074'ELECTRIC COMPANY DAM ACROSS WHITE SALMON RIVER.  IN SEC 10, T 3 N, R
 RC1074'10 E.  THE MARK IS IN THE TOP OF THE CONCRETE COPING DECK.  44.4 FEET
 RC1074'NORTH OF THE NORTHEAST CORNER OF THE CORRUGATED METAL BUILDING HOUSING
 RC1074'THE CONTROL ROOM.  6.7 FEET EAST OF THE EAST EDGE OF A CONCRETE BOX
 RC1074'HOUSING A GAGE.  1.2 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE
 RC1074'COPING, AND FLUSH WITH THE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1440 ***********************************************************************
 TP1440  DESIGNATION -  3024V5
 TP1440  PID         -  TP1440
 TP1440  STATE/COUNTY-  WA/DOUGLAS
 TP1440  USGS QUAD   -  BREWSTER (1992)
 TP1440
 TP1440                         *CURRENT SURVEY CONTROL
 TP1440  ___________________________________________________________________
 TP1440* NAD 83(1998)-  48 03 44.12652(N)    119 51 47.97233(W)     ADJUSTED  
 TP1440* NAVD 88     -       262.5    (meters)     861.     (feet)  GPS OBS   
 TP1440  ___________________________________________________________________
 TP1440  X           -  -2,126,538.084 (meters)                     COMP
 TP1440  Y           -  -3,703,646.951 (meters)                     COMP
 TP1440  Z           -   4,721,686.581 (meters)                     COMP
 TP1440  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 TP1440  ELLIP HEIGHT-         243.35  (meters)          (07/05/01) GPS OBS
 TP1440  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 TP1440
 TP1440  HORZ ORDER  -  FIRST
 TP1440  ELLP ORDER  -  FOURTH    CLASS II
 TP1440
 TP1440.The horizontal coordinates were established by GPS observations
 TP1440.and adjusted by the National Geodetic Survey in July 2001..
 TP1440.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TP1440.DATUM ITEM on the data sheet items page.
 TP1440
 TP1440.The orthometric height was determined by GPS observations and a
 TP1440.high-resolution geoid model.
 TP1440
 TP1440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TP1440
 TP1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1440
 TP1440.The ellipsoidal height was determined by GPS observations
 TP1440.and is referenced to NAD 83.
 TP1440
 TP1440.The geoid height was determined by GEOID03.
 TP1440
 TP1440;                    North         East     Units Scale Factor Converg.
 TP1440;SPC WA N     -   118,559.664   572,293.975   MT  0.99994272   +0 43 19.9
 TP1440;SPC WA N     -   388,974.50  1,877,601.15   sFT  0.99994272   +0 43 19.9
 TP1440;UTM  11      - 5,327,186.608   286,675.282   MT  1.00015920   -2 07 50.7
 TP1440
 TP1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1440!SPC WA N     -   0.99996186  x   0.99994272  =   0.99990458
 TP1440!UTM  11      -   0.99996186  x   1.00015920  =   1.00012106
 TP1440
 TP1440                          SUPERSEDED SURVEY CONTROL
 TP1440
 TP1440  NAD 83(1991)-  48 03 44.12513(N)    119 51 47.97233(W) AD(       ) 1
 TP1440  ELLIP H (01/21/94)  243.50   (m)                       GP(       ) 4 1
 TP1440
 TP1440.Superseded values are not recommended for survey control.
 TP1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1440.See file dsdata.txt to determine how the superseded data were derived.
 TP1440
 TP1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP8667527187(NAD 83)
 TP1440_MARKER: A = ALUMINUM MARKER
 TP1440_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TP1440_SP_SET: METAL PIPE IN CONCRETE
 TP1440_STAMPING: T30N R24E WM GPS 150 S30 S29 S31 S32 1989 LS 29272
 TP1440_MARK LOGO: DCENG 
 TP1440_PROJECTION: PROJECTING 15 CENTIMETERS
 TP1440_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 TP1440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1440+STABILITY: POSITION/ELEVATION WELL
 TP1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP1440+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1993
 TP1440_ROD/PIPE-DEPTH: 0.61 meters
 TP1440
 TP1440  HISTORY     - Date     Condition        Report By
 TP1440  HISTORY     - 1989     MONUMENTED       DCPW
 TP1440  HISTORY     - 19930623 GOOD             DCPW
 TP1440
 TP1440                          STATION DESCRIPTION
 TP1440
 TP1440'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 TP1440'THE STATION IS APPROXIMATELY 2.0 MI (3.2 KM) EAST OF PATEROS, WA, 7 MI
 TP1440'(11.3 KM) NW OF BRIDGEPORT, WA, AND 20 MI (32.2 KM) NW OF MANSFIELD,
 TP1440'WA, AT THE CORNER TO SECTIONS 30, 29, 31 AND 32, T30N, R24E, WM,
 TP1440'DOUGLAS COUNTY, WA.
 TP1440'TO REACH STATION FROM THE POST OFFICE IN BREWSTER, WA, DRIVE EAST
 TP1440'ALONG MAIN STREET, 0.1 MI (0.2 KM) TO THE INTERSECTION OF BRIDGE
 TP1440'STREET. CONTINUE SOUTH ALONG BRIDGE STREET 1.0 MI (1.6 KM) ACROSS THE
 TP1440'BRIDGE, TO A CURVE TO THE EAST, AND THE INTERSECTION OF CRANE ORCHARD
 TP1440'ROAD TO THE WEST. CONTINUE WESTERLY ALONG CRANE ORCHARD ROAD 2.45 MI
 TP1440'(3.94 KM) TO THE INTERSECTION OF CENTRAL FERRY ROAD TO THE SOUTH.
 TP1440'CONTINUE WEST ALONG CRANE ORCHARD ROAD 2.15 MI (3.46 KM) TO THE
 TP1440'STATION 170 FT (51.8 M) NORTH OF CRANE ORCHARD ROAD, APPROXIMATELY
 TP1440'700 FT (213.4 M) SOUTH OF THE EDGE OF THE COLUMBIA RIVER, 155 FT
 TP1440'(47.2 M) N52W OF A POWER POLE WITH A LOCATION MARKER, 41.0 FT
 TP1440'(12.5 M) S35E OF A CHISELED X IN A 9 FT (2.7 M) BY 7 FT (2.1 M) BY 4
 TP1440'FT (1.2 M) GRANITE BOULDER, 6 FT (1.8 M) S04E OF A STEEL POST WITH
 TP1440'LOCATION TAG ATTACHED, AND 2.5 FT (0.8 M) NORTH OF AN ORANGE
 TP1440'CARSONITE POST.
 TP1440'THE STATION IS A 2.5 INCH DOUGLAS COUNTY ALUMINUM STAMPED CAP -T30N
 TP1440'R24E WM GPS 150 S30 S29 S31 S32 LS 29272- RIVETED TO THE TOP OF A 2.5
 TP1440'INCH DIAMETER BY 2.5 FT (0.8 M) LONG ALUMINUM PIPE, SURROUNDED BY A
 TP1440'MASS OF CONCRETE, AND PROJECTING 0.5 FT (0.2 M) ABOVE THE SURROUNDING
 TP1440'DIRT SURFACE.
 TP1440'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 TP1440'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0667 ***********************************************************************
 SY0667  DESIGNATION -  304.995 USE
 SY0667  PID         -  SY0667
 SY0667  STATE/COUNTY-  WA/PIERCE
 SY0667  USGS QUAD   -  TACOMA SOUTH (1994)
 SY0667
 SY0667                         *CURRENT SURVEY CONTROL
 SY0667  ___________________________________________________________________
 SY0667* NAD 83(1986)-  47 07 58.     (N)    122 29 33.     (W)     SCALED    
 SY0667* NAVD 88     -        94.011  (meters)     308.43   (feet)  ADJUSTED  
 SY0667  ___________________________________________________________________
 SY0667  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 SY0667  DYNAMIC HT  -          94.022 (meters)     308.47  (feet)  COMP
 SY0667  MODELED GRAV-     980,728.9   (mgal)                       NAVD 88
 SY0667
 SY0667  VERT ORDER  -  SECOND    CLASS 0
 SY0667
 SY0667.The horizontal coordinates were scaled from a topographic map and have
 SY0667.an estimated accuracy of +/- 6 seconds.
 SY0667
 SY0667.The orthometric height was determined by differential leveling
 SY0667.and adjusted by the National Geodetic Survey in June 1991..
 SY0667
 SY0667.The geoid height was determined by GEOID03.
 SY0667
 SY0667.The dynamic height is computed by dividing the NAVD 88
 SY0667.geopotential number by the normal gravity value computed on the
 SY0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0667.degrees latitude (g = 980.6199 gals.).
 SY0667
 SY0667.The modeled gravity was interpolated from observed gravity values.
 SY0667
 SY0667;                    North         East    Units  Estimated Accuracy
 SY0667;SPC WA S     -   201,920.      348,860.      MT  (+/- 180 meters Scaled)
 SY0667
 SY0667                          SUPERSEDED SURVEY CONTROL
 SY0667
 SY0667  NGVD 29 (??/??/??)   92.969  (m)          305.02   (f) ADJUSTED    2 0
 SY0667
 SY0667.Superseded values are not recommended for survey control.
 SY0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0667.See file dsdata.txt to determine how the superseded data were derived.
 SY0667
 SY0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET384200(NAD 83)
 SY0667_MARKER: P = PIPE CAP
 SY0667_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY0667_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SY0667_STAMPING: USED ELEV 304.995
 SY0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0667
 SY0667  HISTORY     - Date     Condition        Report By
 SY0667  HISTORY     - UNK      MONUMENTED       DOD
 SY0667  HISTORY     - 1945     GOOD             CGS
 SY0667  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0667
 SY0667                          STATION DESCRIPTION
 SY0667
 SY0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 SY0667'IN MCCHORD AFB.
 SY0667'AT MCCHORD AFB, PIERCE COUNTY, AT THE INTERSECTION OF MAIN AND B
 SY0667'STREETS, IN THE CONCRETE PAVEMENT AT THE CENTER OF THE INTERSECTION,
 SY0667'AND 0.4 FOOT LOWER THAN THE SURFACE.  A CORPS OF ENGINEERS, U.S. ARMY,
 SY0667'BRASS PLUG, STAMPED USED ELEV 304.995 AND SET IN THE CENTERLINE OF THE
 SY0667'STREET, ACCESS TO WHICH IS HAD THROUGH AN IRON CYLINDER WITH A CAP.
 SY0667
 SY0667                          STATION RECOVERY (1988)
 SY0667
 SY0667'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0668 ***********************************************************************
 SY0668  DESIGNATION -  306.571 USE
 SY0668  PID         -  SY0668
 SY0668  STATE/COUNTY-  WA/PIERCE
 SY0668  USGS QUAD   -  TACOMA SOUTH (1994)
 SY0668
 SY0668                         *CURRENT SURVEY CONTROL
 SY0668  ___________________________________________________________________
 SY0668* NAD 83(1986)-  47 07 58.     (N)    122 29 27.     (W)     SCALED    
 SY0668* NAVD 88     -        94.492  (meters)     310.01   (feet)  ADJUSTED  
 SY0668  ___________________________________________________________________
 SY0668  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 SY0668  DYNAMIC HT  -          94.503 (meters)     310.05  (feet)  COMP
 SY0668  MODELED GRAV-     980,728.7   (mgal)                       NAVD 88
 SY0668
 SY0668  VERT ORDER  -  SECOND    CLASS 0
 SY0668
 SY0668.The horizontal coordinates were scaled from a topographic map and have
 SY0668.an estimated accuracy of +/- 6 seconds.
 SY0668
 SY0668.The orthometric height was determined by differential leveling
 SY0668.and adjusted by the National Geodetic Survey in June 1991..
 SY0668
 SY0668.The geoid height was determined by GEOID03.
 SY0668
 SY0668.The dynamic height is computed by dividing the NAVD 88
 SY0668.geopotential number by the normal gravity value computed on the
 SY0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0668.degrees latitude (g = 980.6199 gals.).
 SY0668
 SY0668.The modeled gravity was interpolated from observed gravity values.
 SY0668
 SY0668;                    North         East    Units  Estimated Accuracy
 SY0668;SPC WA S     -   201,920.      348,980.      MT  (+/- 180 meters Scaled)
 SY0668
 SY0668                          SUPERSEDED SURVEY CONTROL
 SY0668
 SY0668  NGVD 29 (??/??/??)   93.451  (m)          306.60   (f) ADJUSTED    2 0
 SY0668
 SY0668.Superseded values are not recommended for survey control.
 SY0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0668.See file dsdata.txt to determine how the superseded data were derived.
 SY0668
 SY0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET386200(NAD 83)
 SY0668_MARKER: P = PIPE CAP
 SY0668_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY0668_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SY0668_STAMPING: USED ELEV 306.571
 SY0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0668
 SY0668  HISTORY     - Date     Condition        Report By
 SY0668  HISTORY     - UNK      MONUMENTED       DOD
 SY0668  HISTORY     - 1945     GOOD             CGS
 SY0668  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0668
 SY0668                          STATION DESCRIPTION
 SY0668
 SY0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 SY0668'IN MCCHORD AFB.
 SY0668'AT MCCHORD AFB, PIERCE COUNTY, AT THE INTERSECTION OF MAIN AND C
 SY0668'STREETS, AT THE SOUTHWEST CORNER OF THE ATHLETIC FIELD, IN THE
 SY0668'CONCRETE PAVEMENT AT THE CENTER OF THE INTERSECTION, AND 0.4 FOOT
 SY0668'LOWER THAN THE STREET SURFACE.  A CORPS OF ENGINEERS, U.S. ARMY, BRASS
 SY0668'PLUG, STAMPED USED ELEV 306.571 AND SET IN THE PAVEMENT, ACCESS TO
 SY0668'WHICH IS HAD THROUGH AN IRON CYLINDER WITH A CAP.
 SY0668
 SY0668                          STATION RECOVERY (1988)
 SY0668
 SY0668'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0669 ***********************************************************************
 SY0669  DESIGNATION -  308.763 USE
 SY0669  PID         -  SY0669
 SY0669  STATE/COUNTY-  WA/PIERCE
 SY0669  USGS QUAD   -  TACOMA SOUTH (1994)
 SY0669
 SY0669                         *CURRENT SURVEY CONTROL
 SY0669  ___________________________________________________________________
 SY0669* NAD 83(1986)-  47 07 58.     (N)    122 29 20.     (W)     SCALED    
 SY0669* NAVD 88     -        95.161  (meters)     312.21   (feet)  ADJUSTED  
 SY0669  ___________________________________________________________________
 SY0669  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 SY0669  DYNAMIC HT  -          95.172 (meters)     312.24  (feet)  COMP
 SY0669  MODELED GRAV-     980,728.5   (mgal)                       NAVD 88
 SY0669
 SY0669  VERT ORDER  -  SECOND    CLASS 0
 SY0669
 SY0669.The horizontal coordinates were scaled from a topographic map and have
 SY0669.an estimated accuracy of +/- 6 seconds.
 SY0669
 SY0669.The orthometric height was determined by differential leveling
 SY0669.and adjusted by the National Geodetic Survey in June 1991..
 SY0669
 SY0669.The geoid height was determined by GEOID03.
 SY0669
 SY0669.The dynamic height is computed by dividing the NAVD 88
 SY0669.geopotential number by the normal gravity value computed on the
 SY0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0669.degrees latitude (g = 980.6199 gals.).
 SY0669
 SY0669.The modeled gravity was interpolated from observed gravity values.
 SY0669
 SY0669;                    North         East    Units  Estimated Accuracy
 SY0669;SPC WA S     -   201,920.      349,130.      MT  (+/- 180 meters Scaled)
 SY0669
 SY0669                          SUPERSEDED SURVEY CONTROL
 SY0669
 SY0669  NGVD 29 (??/??/??)   94.119  (m)          308.79   (f) ADJUSTED    2 0
 SY0669
 SY0669.Superseded values are not recommended for survey control.
 SY0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0669.See file dsdata.txt to determine how the superseded data were derived.
 SY0669
 SY0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET387200(NAD 83)
 SY0669_MARKER: P = PIPE CAP
 SY0669_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY0669_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SY0669_STAMPING: USED ELEV 308.763
 SY0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0669
 SY0669  HISTORY     - Date     Condition        Report By
 SY0669  HISTORY     - UNK      MONUMENTED       DOD
 SY0669  HISTORY     - 1945     GOOD             CGS
 SY0669  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0669
 SY0669                          STATION DESCRIPTION
 SY0669
 SY0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 SY0669'IN MCCHORD AFB.
 SY0669'AT MCCHORD AFB, PIERCE COUNTY, AT THE INTERSECTION OF MAIN AND E
 SY0669'STREETS, IN THE CONCRETE PAVEMENT AT THE CENTER OF THE INTERSECTION,
 SY0669'AND 0.4 FOOT LOWER THAN THE SURFACE.  A CORPS OF ENGINEERS, U.S. ARMY,
 SY0669'BRASS PLUG, STAMPED USED ELEV 308.763 AND SET IN THE PAVEMENT, ACCESS
 SY0669'TO WHICH IS HAD THROUGH AN IRON CYLINDER WITH A CAP.
 SY0669
 SY0669                          STATION RECOVERY (1988)
 SY0669
 SY0669'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0670 ***********************************************************************
 SY0670  DESIGNATION -  309.591 USE
 SY0670  PID         -  SY0670
 SY0670  STATE/COUNTY-  WA/PIERCE
 SY0670  USGS QUAD   -  TACOMA SOUTH (1994)
 SY0670
 SY0670                         *CURRENT SURVEY CONTROL
 SY0670  ___________________________________________________________________
 SY0670* NAD 83(1986)-  47 07 58.     (N)    122 29 16.     (W)     SCALED    
 SY0670* NAVD 88     -        95.413  (meters)     313.03   (feet)  ADJUSTED  
 SY0670  ___________________________________________________________________
 SY0670  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 SY0670  DYNAMIC HT  -          95.424 (meters)     313.07  (feet)  COMP
 SY0670  MODELED GRAV-     980,728.3   (mgal)                       NAVD 88
 SY0670
 SY0670  VERT ORDER  -  SECOND    CLASS 0
 SY0670
 SY0670.The horizontal coordinates were scaled from a topographic map and have
 SY0670.an estimated accuracy of +/- 6 seconds.
 SY0670
 SY0670.The orthometric height was determined by differential leveling
 SY0670.and adjusted by the National Geodetic Survey in June 1991..
 SY0670
 SY0670.The geoid height was determined by GEOID03.
 SY0670
 SY0670.The dynamic height is computed by dividing the NAVD 88
 SY0670.geopotential number by the normal gravity value computed on the
 SY0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0670.degrees latitude (g = 980.6199 gals.).
 SY0670
 SY0670.The modeled gravity was interpolated from observed gravity values.
 SY0670
 SY0670;                    North         East    Units  Estimated Accuracy
 SY0670;SPC WA S     -   201,910.      349,210.      MT  (+/- 180 meters Scaled)
 SY0670
 SY0670                          SUPERSEDED SURVEY CONTROL
 SY0670
 SY0670  NGVD 29 (??/??/??)   94.372  (m)          309.62   (f) ADJUSTED    2 0
 SY0670
 SY0670.Superseded values are not recommended for survey control.
 SY0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0670.See file dsdata.txt to determine how the superseded data were derived.
 SY0670
 SY0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET388200(NAD 83)
 SY0670_MARKER: P = PIPE CAP
 SY0670_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY0670_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SY0670_STAMPING: USED ELEV 309.591
 SY0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0670
 SY0670  HISTORY     - Date     Condition        Report By
 SY0670  HISTORY     - UNK      MONUMENTED       DOD
 SY0670  HISTORY     - 1945     GOOD             CGS
 SY0670  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0670
 SY0670                          STATION DESCRIPTION
 SY0670
 SY0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 SY0670'IN MCCHORD AFB.
 SY0670'AT MCCHORD AFB, PIERCE COUNTY, AT THE INTERSECTION OF MAIN STREET AND
 SY0670'PARKING ALLEY, IN THE CONCRETE PAVEMENT AT THE CENTER OF THE
 SY0670'INTERSECTION, AND 0.4 FOOT LOWER THAN THE SURFACE.  A CORPS OF
 SY0670'ENGINEERS, U.S. ARMY, BRASS PLUG, STAMPED USED ELEV 309.591 AND SET IN
 SY0670'THE PAVEMENT WITH ACCESS THROUGH AN IRON CYLINDER WITH A CAP.
 SY0670
 SY0670                          STATION RECOVERY (1988)
 SY0670
 SY0670'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1543 ***********************************************************************
 SA1543  DESIGNATION -  31 25 36 30
 SA1543  PID         -  SA1543
 SA1543  STATE/COUNTY-  WA/GRANT
 SA1543  USGS QUAD   -  FRENCHMAN HILLS LAKE (1986)
 SA1543
 SA1543                         *CURRENT SURVEY CONTROL
 SA1543  ___________________________________________________________________
 SA1543* NAD 83(1986)-  46 55 42.     (N)    119 37 15.     (W)     SCALED    
 SA1543* NAVD 88     -       322.415  (meters)    1057.79   (feet)  ADJUSTED  
 SA1543  ___________________________________________________________________
 SA1543  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 SA1543  DYNAMIC HT  -         322.434 (meters)    1057.85  (feet)  COMP
 SA1543  MODELED GRAV-     980,665.5   (mgal)                       NAVD 88
 SA1543
 SA1543  VERT ORDER  -  SECOND    CLASS 0
 SA1543
 SA1543.The horizontal coordinates were scaled from a topographic map and have
 SA1543.an estimated accuracy of +/- 6 seconds.
 SA1543
 SA1543.The orthometric height was determined by differential leveling
 SA1543.and adjusted by the National Geodetic Survey in June 1991..
 SA1543
 SA1543.The geoid height was determined by GEOID03.
 SA1543
 SA1543.The dynamic height is computed by dividing the NAVD 88
 SA1543.geopotential number by the normal gravity value computed on the
 SA1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1543.degrees latitude (g = 980.6199 gals.).
 SA1543
 SA1543.The modeled gravity was interpolated from observed gravity values.
 SA1543
 SA1543;                    North         East    Units  Estimated Accuracy
 SA1543;SPC WA S     -   177,660.      566,950.      MT  (+/- 180 meters Scaled)
 SA1543
 SA1543                          SUPERSEDED SURVEY CONTROL
 SA1543
 SA1543  NGVD 29 (??/??/92)  321.32   (m)         1054.2    (f) COMPUTED    2 0
 SA1543
 SA1543.Superseded values are not recommended for survey control.
 SA1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1543.See file dsdata.txt to determine how the superseded data were derived.
 SA1543
 SA1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN004005(NAD 83)
 SA1543_MARKER: Z = SEE DESCRIPTION
 SA1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1543+STABILITY: SURFACE MOTION
 SA1543
 SA1543  HISTORY     - Date     Condition        Report By
 SA1543  HISTORY     - UNK      MONUMENTED       BOR
 SA1543  HISTORY     - 1959     GOOD             NGS
 SA1543  HISTORY     - 1967     GOOD             NGS
 SA1543
 SA1543                          STATION DESCRIPTION
 SA1543
 SA1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SA1543'8.25 MI W FROM ROYAL CAMP.
 SA1543'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE U.S. BUREAU OF
 SA1543'RECLAMATION OFFICE AT ROYAL CAMP, THENCE 3.6 MILES WEST ALONG 12 ROAD
 SA1543'SW, THENCE 1.0 MILE NORTH ALONG C ROAD SW, THENCE 3.15 MILES WEST
 SA1543'ALONG 11 ROAD SW, 56 FEET NORTHEAST OF THE CENTER OF THE T JUNCTION OF
 SA1543'ROAD 6F-SW LEADING NORTH,50 FEET NORTH OF THE CENTER LINE OF 11 ROAD
 SA1543'SW, 29 FEET EAST OF THE CENTER LINE OF ROAD 6F-SW, 17 1/2 FEET NORTH
 SA1543'OF A POWER POLE, 12 1/2 FEET SOUTH OF A POWER POLE, AN ALUMINUM CAP IN
 SA1543'THE TOP OF A 4- BY 4-INCH CONCRETE POST PROJECTING 2 1/2 FEET ABOVE
 SA1543'THE GROUND.
 SA1543
 SA1543                          STATION RECOVERY (1967)
 SA1543
 SA1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0132 ***********************************************************************
 SB0132  DESIGNATION -  31 E USGS
 SB0132  PID         -  SB0132
 SB0132  STATE/COUNTY-  WA/KITTITAS
 SB0132  USGS QUAD   -  DORIS (1953)
 SB0132
 SB0132                         *CURRENT SURVEY CONTROL
 SB0132  ___________________________________________________________________
 SB0132* NAD 83(1986)-  46 46 51.     (N)    120 02 01.     (W)     SCALED    
 SB0132* NAVD 88     -       303.637  (meters)     996.18   (feet)  ADJUSTED  
 SB0132  ___________________________________________________________________
 SB0132  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 SB0132  DYNAMIC HT  -         303.649 (meters)     996.22  (feet)  COMP
 SB0132  MODELED GRAV-     980,647.4   (mgal)                       NAVD 88
 SB0132
 SB0132  VERT ORDER  -  SECOND    CLASS 0
 SB0132
 SB0132.The horizontal coordinates were scaled from a topographic map and have
 SB0132.an estimated accuracy of +/- 6 seconds.
 SB0132
 SB0132.The orthometric height was determined by differential leveling
 SB0132.and adjusted by the National Geodetic Survey in June 1991..
 SB0132
 SB0132.The geoid height was determined by GEOID03.
 SB0132
 SB0132.The dynamic height is computed by dividing the NAVD 88
 SB0132.geopotential number by the normal gravity value computed on the
 SB0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0132.degrees latitude (g = 980.6199 gals.).
 SB0132
 SB0132.The modeled gravity was interpolated from observed gravity values.
 SB0132
 SB0132;                    North         East    Units  Estimated Accuracy
 SB0132;SPC WA S     -   161,000.      535,610.      MT  (+/- 180 meters Scaled)
 SB0132
 SB0132                          SUPERSEDED SURVEY CONTROL
 SB0132
 SB0132  NGVD 29 (??/??/92)  302.550  (m)          992.62   (f) ADJ UNCH    2 0
 SB0132
 SB0132.Superseded values are not recommended for survey control.
 SB0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0132.See file dsdata.txt to determine how the superseded data were derived.
 SB0132
 SB0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS264850(NAD 83)
 SB0132_MARKER: DD = SURVEY DISK
 SB0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0132_STAMPING: 31 E 993 1938
 SB0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0132+STABILITY: SURFACE MOTION
 SB0132
 SB0132  HISTORY     - Date     Condition        Report By
 SB0132  HISTORY     - 1938     MONUMENTED       USGS
 SB0132  HISTORY     - 1949     GOOD             NGS
 SB0132
 SB0132                          STATION DESCRIPTION
 SB0132
 SB0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0132'4.6 MI W FROM LEVERING.
 SB0132'0.9 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0132'RAILROAD FROM THE SIDING SIGN AT LEVERING, THENCE 3.7 MILES WEST ALONG
 SB0132'A TRACK ROAD, 0.15 MILE WEST OF A POINT WHERE THE ROAD CROSSES HANSON
 SB0132'CREEK, IN A TRIANGLE FORMED BY THE JUNCTION OF THE MAIN ROAD AND A
 SB0132'TRACK ROAD LEADING NORTHWEST, AT THE FOOT OF A LONG GRADE, 21 FEET
 SB0132'SOUTH OF THE CENTER OF THE ROAD LEADING NORTHWEST, 19 FEET NORTH OF
 SB0132'THE CENTER LINE OF THE MAIN ROAD, 1.5 FEET NORTH OF A WITNESS POST,
 SB0132'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SB0132'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1278 ***********************************************************************
 RZ1278  DESIGNATION -  31 LEG
 RZ1278  PID         -  RZ1278
 RZ1278  STATE/COUNTY-  WA/WHITMAN
 RZ1278  USGS QUAD   -  CENTRAL FERRY (1981)
 RZ1278
 RZ1278                         *CURRENT SURVEY CONTROL
 RZ1278  ___________________________________________________________________
 RZ1278* NAD 83(1986)-  46 44 06.     (N)    117 49 44.     (W)     SCALED    
 RZ1278* NAVD 88     -       432.525  (meters)    1419.04   (feet)  POSTED    
 RZ1278  ___________________________________________________________________
 RZ1278  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 RZ1278  DYNAMIC HT  -         432.520 (meters)    1419.03  (feet)  COMP
 RZ1278  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 RZ1278
 RZ1278  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RZ1278
 RZ1278.The horizontal coordinates were scaled from a topographic map and have
 RZ1278.an estimated accuracy of +/- 6 seconds.
 RZ1278
 RZ1278.The orthometric height was determined by differential leveling
 RZ1278.and adjusted by the National Geodetic Survey in 1992..
 RZ1278.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RZ1278.rate of 0.0 thru 1.0 mm/km.
 RZ1278
 RZ1278.The geoid height was determined by GEOID03.
 RZ1278
 RZ1278.The dynamic height is computed by dividing the NAVD 88
 RZ1278.geopotential number by the normal gravity value computed on the
 RZ1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1278.degrees latitude (g = 980.6199 gals.).
 RZ1278
 RZ1278.The modeled gravity was interpolated from observed gravity values.
 RZ1278
 RZ1278;                    North         East    Units  Estimated Accuracy
 RZ1278;SPC WA S     -   159,250.      704,100.      MT  (+/- 180 meters Scaled)
 RZ1278
 RZ1278                          SUPERSEDED SURVEY CONTROL
 RZ1278
 RZ1278  NGVD 29 (??/??/92)  431.510  (m)         1415.71   (f) ADJ UNCH    2 0
 RZ1278
 RZ1278.Superseded values are not recommended for survey control.
 RZ1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1278.See file dsdata.txt to determine how the superseded data were derived.
 RZ1278
 RZ1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM366760(NAD 83)
 RZ1278_MARKER: DD = SURVEY DISK
 RZ1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1278_SP_SET: CONCRETE POST
 RZ1278_STAMPING: 31 LEG 1947
 RZ1278_MARK LOGO: USGS  
 RZ1278_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1278+STABILITY: SURFACE MOTION
 RZ1278
 RZ1278  HISTORY     - Date     Condition        Report By
 RZ1278  HISTORY     - 1947     MONUMENTED       USGS
 RZ1278  HISTORY     - 1963     GOOD             NGS
 RZ1278  HISTORY     - 19860716 GOOD             NGS
 RZ1278
 RZ1278                          STATION DESCRIPTION
 RZ1278
 RZ1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RZ1278'3.4 MI E FROM JERITA.
 RZ1278'0.7 MILE EASTERLY FROM THE RAILROAD SIDING AT JERITA TO A FORK, RIGHT
 RZ1278'FORK SOUTHEAST TOWARD HAY FOR 1.0 MILE TO A T ROAD INTERSECTION, TURN
 RZ1278'LEFT AND GO NORTHEAST ON GRAVELED ROAD FOR 1.7 MILES TO A FORK JUST
 RZ1278'SOUTH OF THE SELBU LUTHERAN CHURCH, TAKE RIGHT FORK AND GO EAST FOR
 RZ1278'0.05 MILE TO THE BENCH MARK ON THE LEFT.  THE BENCH MARK IS 200 FEET
 RZ1278'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SELBU LUTHERAN CHURCH, 200
 RZ1278'FEET EAST OF A WOODEN BRIDGE, 30 FEET NORTH OF THE CENTER OF THE
 RZ1278'GRAVELED ROAD AND 1 FOOT NORTHEAST OF A WOODEN WITNESS POST.
 RZ1278
 RZ1278                          STATION RECOVERY (1986)
 RZ1278
 RZ1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 RZ1278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0169 ***********************************************************************
 SB0169  DESIGNATION -  31 TR USGS
 SB0169  PID         -  SB0169
 SB0169  STATE/COUNTY-  WA/YAKIMA
 SB0169  USGS QUAD   -  BLACK ROCK SPRING NW (1953)
 SB0169
 SB0169                         *CURRENT SURVEY CONTROL
 SB0169  ___________________________________________________________________
 SB0169* NAD 83(1986)-  46 38 07.     (N)    120 11 34.     (W)     SCALED    
 SB0169* NAVD 88     -       727.977  (meters)    2388.37   (feet)  ADJUSTED  
 SB0169  ___________________________________________________________________
 SB0169  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 SB0169  DYNAMIC HT  -         727.924 (meters)    2388.20  (feet)  COMP
 SB0169  MODELED GRAV-     980,518.2   (mgal)                       NAVD 88
 SB0169
 SB0169  VERT ORDER  -  SECOND    CLASS 0
 SB0169
 SB0169.The horizontal coordinates were scaled from a topographic map and have
 SB0169.an estimated accuracy of +/- 6 seconds.
 SB0169
 SB0169.The orthometric height was determined by differential leveling
 SB0169.and adjusted by the National Geodetic Survey in June 1991..
 SB0169
 SB0169.The geoid height was determined by GEOID03.
 SB0169
 SB0169.The dynamic height is computed by dividing the NAVD 88
 SB0169.geopotential number by the normal gravity value computed on the
 SB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0169.degrees latitude (g = 980.6199 gals.).
 SB0169
 SB0169.The modeled gravity was interpolated from observed gravity values.
 SB0169
 SB0169;                    North         East    Units  Estimated Accuracy
 SB0169;SPC WA S     -   144,760.      523,520.      MT  (+/- 180 meters Scaled)
 SB0169
 SB0169                          SUPERSEDED SURVEY CONTROL
 SB0169
 SB0169  NGVD 29 (??/??/92)  726.845  (m)         2384.66   (f) ADJ UNCH    2 0
 SB0169
 SB0169.Superseded values are not recommended for survey control.
 SB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0169.See file dsdata.txt to determine how the superseded data were derived.
 SB0169
 SB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS148684(NAD 83)
 SB0169_MARKER: DD = SURVEY DISK
 SB0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0169_STAMPING: 31 TR 2385
 SB0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0169+STABILITY: SURFACE MOTION
 SB0169
 SB0169  HISTORY     - Date     Condition        Report By
 SB0169  HISTORY     - UNK      MONUMENTED       USGS
 SB0169  HISTORY     - 1949     GOOD             NGS
 SB0169
 SB0169                          STATION DESCRIPTION
 SB0169
 SB0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0169'8.6 MI W FROM PHILLIPS AND HAGERTY RANCH.
 SB0169'8.6 MILES WEST ALONG THE POMONA ROAD FROM PHILLIPS AND HAGERTY RANCH
 SB0169'HEADQUARTERS, 0.3 MILE WEST OF THE DRIVEWAY LEADING SOUTH TO THE OLD
 SB0169'ABANDONED TAYLOR RANCHHOUSE, AT THE FORMER SITE OF TAYLOR SCHOOL,
 SB0169'ABOUT 46 YARDS EAST OF THE CENTER LINE OF A TRACK ROAD LEADING NORTH,
 SB0169'96.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ROCK FOUNDATION OF
 SB0169'THE SCHOOL, 61 FEET EAST OF THE CENTER OF A SMALL WASH ACROSS THE
 SB0169'ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, ABOUT 1 FOOT
 SB0169'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SB0169'0.1 FOOT ABOVE THE GROUND.  NOTE-- DATE NOT LEGIBLE ON STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AG9925 ***********************************************************************
 AG9925  DESIGNATION -  31 WF
 AG9925  PID         -  AG9925
 AG9925  STATE/COUNTY-  WA/KLICKITAT
 AG9925  USGS QUAD   -  LYLE (1994)
 AG9925
 AG9925                         *CURRENT SURVEY CONTROL
 AG9925  ___________________________________________________________________
 AG9925* NAD 83(1986)-  45 43 46.     (N)    121 18 25.     (W)     SCALED    
 AG9925* NAVD 88     -       317.619  (meters)    1042.06   (feet)  ADJUSTED  
 AG9925  ___________________________________________________________________
 AG9925  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 AG9925  DYNAMIC HT  -         317.603 (meters)    1042.00  (feet)  COMP
 AG9925  MODELED GRAV-     980,558.3   (mgal)                       NAVD 88
 AG9925
 AG9925  VERT ORDER  -  FIRST     CLASS II
 AG9925
 AG9925.The horizontal coordinates were scaled from a topographic map and have
 AG9925.an estimated accuracy of +/- 6 seconds.
 AG9925
 AG9925.The orthometric height was determined by differential leveling
 AG9925.and adjusted by the National Geodetic Survey in July 2002..
 AG9925
 AG9925.The geoid height was determined by GEOID03.
 AG9925
 AG9925.The dynamic height is computed by dividing the NAVD 88
 AG9925.geopotential number by the normal gravity value computed on the
 AG9925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9925.degrees latitude (g = 980.6199 gals.).
 AG9925
 AG9925.The modeled gravity was interpolated from observed gravity values.
 AG9925
 AG9925;                    North         East    Units  Estimated Accuracy
 AG9925;SPC WA S     -    44,350.      437,190.      MT  (+/- 180 meters Scaled)
 AG9925
 AG9925                          SUPERSEDED SURVEY CONTROL
 AG9925
 AG9925.No superseded survey control is available for this station.
 AG9925
 AG9925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR317653(NAD 83)
 AG9925_MARKER: DE = TRAVERSE STATION DISK
 AG9925_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AG9925_STAMPING: 31 WF 1955 1039
 AG9925_MARK LOGO: USGS  
 AG9925_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9925+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1998
 AG9925
 AG9925  HISTORY     - Date     Condition        Report By
 AG9925  HISTORY     - 1955     MONUMENTED       USGS
 AG9925  HISTORY     - 19980324 GOOD             NGS
 AG9925
 AG9925                          STATION DESCRIPTION
 AG9925
 AG9925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9925'0.7 KM (0.45 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 AG9925'IN LYLE, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG OLD STATE HIGHWAY 8,
 AG9925'THENCE 0.6 KM (0.35 MI) NORTHEASTERLY ALONG CANYON ROAD, THENCE 2.6 KM
 AG9925'(1.60 MI) NORTHWESTERLY ALONG LYLE-SNOWDEN ROAD, THENCE 0.1 KM (0.05
 AG9925'MI) SOUTHERLY ALONG A DRIVEWAY LEADING TO A HOUSE AT 12 BAILEY LANE,
 AG9925'9.3 M (30.5 FT) SOUTH OF THE DRIVEWAY CENTER, 5.5 M (18.0 FT) SOUTH OF
 AG9925'THE NORTH END OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AG9925'DRIVEWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 AG9925'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE. NOTE--THE
 AG9925'MONUMENT IS ON PROPERTY OWNED BY TERRY TANNER, 12 BAILEY LANE, LYLE,
 AG9925'WA 98635, TELEPHONE NUMBER (509) 365-2460.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0731 ***********************************************************************
 TP0731  DESIGNATION -  3147.6
 TP0731  PID         -  TP0731
 TP0731  STATE/COUNTY-  WA/OKANOGAN
 TP0731  USGS QUAD   -  CONCONULLY WEST (1989)
 TP0731
 TP0731                         *CURRENT SURVEY CONTROL
 TP0731  ___________________________________________________________________
 TP0731* NAD 83(1986)-  48 37 07.     (N)    119 47 41.     (W)     SCALED    
 TP0731* NAVD 88     -       960.908  (meters)    3152.58   (feet)  ADJUSTED  
 TP0731  ___________________________________________________________________
 TP0731  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 TP0731  DYNAMIC HT  -         960.953 (meters)    3152.73  (feet)  COMP
 TP0731  MODELED GRAV-     980,626.1   (mgal)                       NAVD 88
 TP0731
 TP0731  VERT ORDER  -  SECOND    CLASS 0
 TP0731
 TP0731.The horizontal coordinates were scaled from a topographic map and have
 TP0731.an estimated accuracy of +/- 6 seconds.
 TP0731
 TP0731.The orthometric height was determined by differential leveling
 TP0731.and adjusted by the National Geodetic Survey in June 1991..
 TP0731
 TP0731.The geoid height was determined by GEOID03.
 TP0731
 TP0731.The dynamic height is computed by dividing the NAVD 88
 TP0731.geopotential number by the normal gravity value computed on the
 TP0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0731.degrees latitude (g = 980.6199 gals.).
 TP0731
 TP0731.The modeled gravity was interpolated from observed gravity values.
 TP0731
 TP0731;                    North         East    Units  Estimated Accuracy
 TP0731;SPC WA N     -   180,480.      576,570.      MT  (+/- 180 meters Scaled)
 TP0731
 TP0731                          SUPERSEDED SURVEY CONTROL
 TP0731
 TP0731  NGVD 29 (??/??/92)  959.550  (m)         3148.12   (f) ADJ UNCH    2 0
 TP0731
 TP0731.Superseded values are not recommended for survey control.
 TP0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0731.See file dsdata.txt to determine how the superseded data were derived.
 TP0731
 TP0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP940888(NAD 83)
 TP0731_MARKER: Q = CHISELED SQUARE
 TP0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0731_SP_SET: CULVERT
 TP0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0731
 TP0731  HISTORY     - Date     Condition        Report By
 TP0731  HISTORY     - UNK      MONUMENTED       USGS
 TP0731  HISTORY     - 1959     GOOD             NGS
 TP0731
 TP0731                          STATION DESCRIPTION
 TP0731
 TP0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0731'4.85 MI NW FROM CONCONULLY.
 TP0731'4.85 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0731'CONCONULLY, AT THE CROSSING OF A SMALL CREEK, IN TOP OF THE SOUTHEAST
 TP0731'END OF THE SOUTHWEST CONCRETE HEADWALL OF A 36-INCH PIPE CULVERT UNDER
 TP0731'THE ROAD, 11 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.4 FOOT
 TP0731'NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL, AND ABOUT 1/2 FOOT
 TP0731'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0170 ***********************************************************************
 SX0170  DESIGNATION -  3173
 SX0170  PID         -  SX0170
 SX0170  STATE/COUNTY-  WA/KITTITAS
 SX0170  USGS QUAD   -  COLOCKUM PASS SE (1966)
 SX0170
 SX0170                         *CURRENT SURVEY CONTROL
 SX0170  ___________________________________________________________________
 SX0170* NAD 83(1986)-  47 07 11.     (N)    120 21 25.     (W)     SCALED    
 SX0170* NAVD 88     -       967.859  (meters)    3175.38   (feet)  ADJUSTED  
 SX0170  ___________________________________________________________________
 SX0170  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SX0170  DYNAMIC HT  -         967.803 (meters)    3175.20  (feet)  COMP
 SX0170  MODELED GRAV-     980,522.6   (mgal)                       NAVD 88
 SX0170
 SX0170  VERT ORDER  -  SECOND    CLASS 0
 SX0170
 SX0170.The horizontal coordinates were scaled from a topographic map and have
 SX0170.an estimated accuracy of +/- 6 seconds.
 SX0170
 SX0170.The orthometric height was determined by differential leveling
 SX0170.and adjusted by the National Geodetic Survey in June 1991..
 SX0170
 SX0170.The geoid height was determined by GEOID03.
 SX0170
 SX0170.The dynamic height is computed by dividing the NAVD 88
 SX0170.geopotential number by the normal gravity value computed on the
 SX0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0170.degrees latitude (g = 980.6199 gals.).
 SX0170
 SX0170.The modeled gravity was interpolated from observed gravity values.
 SX0170
 SX0170;                    North         East    Units  Estimated Accuracy
 SX0170;SPC WA S     -   198,570.      510,860.      MT  (+/- 180 meters Scaled)
 SX0170
 SX0170                          SUPERSEDED SURVEY CONTROL
 SX0170
 SX0170  NGVD 29 (??/??/92)  966.658  (m)         3171.44   (f) ADJ UNCH    2 0
 SX0170
 SX0170.Superseded values are not recommended for survey control.
 SX0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0170.See file dsdata.txt to determine how the superseded data were derived.
 SX0170
 SX0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT004218(NAD 83)
 SX0170_MARKER: P = PIPE CAP
 SX0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0170_STAMPING: WASH 3173
 SX0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0170
 SX0170  HISTORY     - Date     Condition        Report By
 SX0170  HISTORY     - UNK      MONUMENTED       USGS
 SX0170  HISTORY     - 1949     GOOD             NGS
 SX0170  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SX0170
 SX0170                          STATION DESCRIPTION
 SX0170
 SX0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0170'16.4 MI NE FROM ELLENSBURG.
 SX0170'16.4 MILES NORTHEAST ALONG THE COLOCKUM PASS ROAD FROM THE POST OFFICE
 SX0170'AT ELLENSBURG, KITTITAS COUNTY, IN LINE WITH AN EAST-AND-WEST FENCE
 SX0170'LINE, 45 FEET EAST OF THE SOUTHEAST FENCE CORNER, 23 FEET SOUTHEAST OF
 SX0170'THE CENTERLINE OF THE ROAD, AND IN A CIRCLE OF SMALL ROCKS. A UNITED
 SX0170'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED WASH 3173 AND RIVETED
 SX0170'ON THE TOP OF A 3-INCH IRON PIPE FLUSH WITH THE GROUND.
 SX0170
 SX0170                          STATION RECOVERY (1989)
 SX0170
 SX0170'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SX0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0121 ***********************************************************************
 SC0121  DESIGNATION -  32 B 6
 SC0121  PID         -  SC0121
 SC0121  STATE/COUNTY-  WA/COWLITZ
 SC0121  USGS QUAD   -  KALAMA (1990)
 SC0121
 SC0121                         *CURRENT SURVEY CONTROL
 SC0121  ___________________________________________________________________
 SC0121* NAD 83(1986)-  46 03 50.     (N)    122 52 03.     (W)     SCALED    
 SC0121* NAVD 88     -        10.840  (meters)      35.56   (feet)  POSTED    
 SC0121  ___________________________________________________________________
 SC0121  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SC0121  DYNAMIC HT  -          10.840 (meters)      35.56  (feet)  COMP
 SC0121  MODELED GRAV-     980,678.5   (mgal)                       NAVD 88
 SC0121
 SC0121  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SC0121
 SC0121.The horizontal coordinates were scaled from a topographic map and have
 SC0121.an estimated accuracy of +/- 6 seconds.
 SC0121
 SC0121.The orthometric height was determined by differential leveling
 SC0121.and adjusted by the National Geodetic Survey in 1992..
 SC0121.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SC0121.rate of 1.1 thru 2.0 mm/km.
 SC0121
 SC0121.The geoid height was determined by GEOID03.
 SC0121
 SC0121.The dynamic height is computed by dividing the NAVD 88
 SC0121.geopotential number by the normal gravity value computed on the
 SC0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0121.degrees latitude (g = 980.6199 gals.).
 SC0121
 SC0121.The modeled gravity was interpolated from observed gravity values.
 SC0121
 SC0121;                    North         East    Units  Estimated Accuracy
 SC0121;SPC WA S     -    83,950.      316,850.      MT  (+/- 180 meters Scaled)
 SC0121
 SC0121                          SUPERSEDED SURVEY CONTROL
 SC0121
 SC0121  NGVD 29 (??/??/92)    9.900  (m)           32.48   (f) ADJ UNCH    1 2
 SC0121
 SC0121.Superseded values are not recommended for survey control.
 SC0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0121.See file dsdata.txt to determine how the superseded data were derived.
 SC0121
 SC0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES102011(NAD 83)
 SC0121_MARKER: DD = SURVEY DISK
 SC0121_SETTING: 66 = SET IN ROCK OUTCROP
 SC0121_SP_SET: ROCK BLUFF
 SC0121_STAMPING: 32.041 FT 1914 B 6
 SC0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC0121+STABILITY: POSITION/ELEVATION WELL
 SC0121
 SC0121  HISTORY     - Date     Condition        Report By
 SC0121  HISTORY     - 1914     MONUMENTED       USGS
 SC0121  HISTORY     - 1935     GOOD             NGS
 SC0121  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0121
 SC0121                          STATION DESCRIPTION
 SC0121
 SC0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0121'0.5 MI S FROM CARROLLS.
 SC0121'1/2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM CARROLLS,
 SC0121'COWLITZ COUNTY, 36 FEET NORTH OF SEMAPHORE 103.4, 14 FEET EAST OF THE
 SC0121'CENTER LINE OF THE EAST DOUBLE TRACK, IN THE FACE OF A ROCK BLUFF, AND
 SC0121'2 FEET ABOVE THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 SC0121'DISK, STAMPED 32.041 FT 1914 B 6 AND SET VERTICALLY.
 SC0121
 SC0121                          STATION RECOVERY (1987)
 SC0121
 SC0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0121'NOT RECOVERED.  POSSIBLY DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1693 ***********************************************************************
 SA1693  DESIGNATION -  32 E
 SA1693  PID         -  SA1693
 SA1693  STATE/COUNTY-  WA/KITTITAS
 SA1693  USGS QUAD   -  BEVERLY (1965)
 SA1693
 SA1693                         *CURRENT SURVEY CONTROL
 SA1693  ___________________________________________________________________
 SA1693* NAD 83(1986)-  46 46 21.     (N)    119 59 41.     (W)     SCALED    
 SA1693* NAVD 88     -       226.984  (meters)     744.70   (feet)  ADJUSTED  
 SA1693  ___________________________________________________________________
 SA1693  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SA1693  DYNAMIC HT  -         226.998 (meters)     744.74  (feet)  COMP
 SA1693  MODELED GRAV-     980,669.4   (mgal)                       NAVD 88
 SA1693
 SA1693  VERT ORDER  -  SECOND    CLASS 0
 SA1693
 SA1693.The horizontal coordinates were scaled from a topographic map and have
 SA1693.an estimated accuracy of +/- 6 seconds.
 SA1693
 SA1693.The orthometric height was determined by differential leveling
 SA1693.and adjusted by the National Geodetic Survey in June 1991..
 SA1693
 SA1693.The geoid height was determined by GEOID03.
 SA1693
 SA1693.The dynamic height is computed by dividing the NAVD 88
 SA1693.geopotential number by the normal gravity value computed on the
 SA1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1693.degrees latitude (g = 980.6199 gals.).
 SA1693
 SA1693.The modeled gravity was interpolated from observed gravity values.
 SA1693
 SA1693;                    North         East    Units  Estimated Accuracy
 SA1693;SPC WA S     -   160,090.      538,590.      MT  (+/- 180 meters Scaled)
 SA1693
 SA1693                          SUPERSEDED SURVEY CONTROL
 SA1693
 SA1693  NGVD 29 (??/??/92)  225.907  (m)          741.16   (f) ADJ UNCH    2 0
 SA1693
 SA1693.Superseded values are not recommended for survey control.
 SA1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1693.See file dsdata.txt to determine how the superseded data were derived.
 SA1693
 SA1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM713842(NAD 83)
 SA1693_MARKER: DD = SURVEY DISK
 SA1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1693_STAMPING: 32 E 741 1938
 SA1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1693+STABILITY: SURFACE MOTION
 SA1693
 SA1693  HISTORY     - Date     Condition        Report By
 SA1693  HISTORY     - 1938     MONUMENTED       USGS
 SA1693  HISTORY     - 1949     GOOD             NGS
 SA1693
 SA1693                          STATION DESCRIPTION
 SA1693
 SA1693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1693'2.5 MI SW FROM LEVERING.
 SA1693'0.9 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SA1693'RAILROAD FROM THE SIDING SIGN AT LEVERING, THENCE 1.6 MILES WEST ALONG
 SA1693'A TRACK ROAD, 0.7 MILE WEST OF THE BARN AT THE ABANDONED EAGER RANCH,
 SA1693'0.4 MILE EAST OF A POINT WHERE THE ROAD CROSSES HANSON CREEK, ON THE
 SA1693'EAST SLOPE OF A SMALL RISE, 25 FEET SOUTH OF THE CENTER LINE OF THE
 SA1693'ROAD, 23 FEET NORTH OF THE APPROXIMATE CENTER OF A SMALL CREEK,
 SA1693'PARALLELING THE ROAD, 2.0 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT
 SA1693'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SA1693'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1639 ***********************************************************************
 SW1639  DESIGNATION -  32 FMK
 SW1639  PID         -  SW1639
 SW1639  STATE/COUNTY-  WA/DOUGLAS
 SW1639  USGS QUAD   -  LEAHY (1968)
 SW1639
 SW1639                         *CURRENT SURVEY CONTROL
 SW1639  ___________________________________________________________________
 SW1639* NAD 83(1998)-  47 55 19.87880(N)    119 26 10.93840(W)     ADJUSTED  
 SW1639* NAVD 88     -       567.6    (meters)    1862.     (feet)  GPS OBS   
 SW1639  ___________________________________________________________________
 SW1639  X           -  -2,104,668.623 (meters)                     COMP
 SW1639  Y           -  -3,729,647.187 (meters)                     COMP
 SW1639  Z           -   4,711,489.587 (meters)                     COMP
 SW1639  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 SW1639  ELLIP HEIGHT-         548.10  (meters)          (07/05/01) GPS OBS
 SW1639  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 SW1639
 SW1639  HORZ ORDER  -  FIRST
 SW1639  ELLP ORDER  -  FOURTH    CLASS II
 SW1639
 SW1639.The horizontal coordinates were established by GPS observations
 SW1639.and adjusted by the National Geodetic Survey in July 2001..
 SW1639.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1639.DATUM ITEM on the data sheet items page.
 SW1639
 SW1639.The orthometric height was determined by GPS observations and a
 SW1639.high-resolution geoid model.
 SW1639
 SW1639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1639
 SW1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1639
 SW1639.The ellipsoidal height was determined by GPS observations
 SW1639.and is referenced to NAD 83.
 SW1639
 SW1639.The geoid height was determined by GEOID03.
 SW1639
 SW1639;                    North         East     Units Scale Factor Converg.
 SW1639;SPC WA N     -   103,478.161   604,394.261   MT  0.99994806   +1 02 24.2
 SW1639;SPC WA N     -   339,494.60  1,982,916.84   sFT  0.99994806   +1 02 24.2
 SW1639;UTM  11      - 5,310,524.977   317,990.022   MT  1.00000708   -1 48 31.9
 SW1639
 SW1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1639!SPC WA N     -   0.99991410  x   0.99994806  =   0.99986217
 SW1639!UTM  11      -   0.99991410  x   1.00000708  =   0.99992118
 SW1639
 SW1639                          SUPERSEDED SURVEY CONTROL
 SW1639
 SW1639  NAD 83(1991)-  47 55 19.87747(N)    119 26 10.93835(W) AD(       ) 1
 SW1639  ELLIP H (01/21/94)  548.23   (m)                       GP(       ) 4 1
 SW1639
 SW1639.Superseded values are not recommended for survey control.
 SW1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1639.See file dsdata.txt to determine how the superseded data were derived.
 SW1639
 SW1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP1799010525(NAD 83)
 SW1639_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1639_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 SW1639_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 SW1639_STAMPING: 32 FMK 1967
 SW1639_MARK LOGO: WA-017
 SW1639_PROJECTION: FLUSH
 SW1639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1639+STABILITY: POSITION/ELEVATION WELL
 SW1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1639+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1993
 SW1639_ROD/PIPE-DEPTH: 30.5 meters
 SW1639_SLEEVE-DEPTH  : 0.51 meters
 SW1639
 SW1639  HISTORY     - Date     Condition        Report By
 SW1639  HISTORY     - 1967     MONUMENTED       USGS
 SW1639  HISTORY     - 19930526 GOOD             DCPW
 SW1639
 SW1639                          STATION DESCRIPTION
 SW1639
 SW1639'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1639'016
 SW1639'THE STATION IS APPROXIMATELY 22.5 MI (36.2 KM) NNW OF COULEE CITY, WA,
 SW1639'18.5 MI (29.8 KM) WEST OF ELECTRIC CITY, WA, AND 20 MI (32.2 KM) SE
 SW1639'OF BREWSTER, WA, IN THE SE 1/4 OF SECTION 16, T28N, R27E, WM, DOUGLAS
 SW1639'COUNTY, WA.
 SW1639'TO REACH STATION FROM LEAHY JUNCTION, THE INTERSECTION OF HIGHWAY 174
 SW1639'AND HIGHWAY 17, DRIVE WEST ALONG HIGHWAY 17 2.15 MI (3.46 KM) TO THE
 SW1639'STATION 75 FT (22.9 M) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE
 SW1639'HIGHWAY, 19 FT (5.8 M) WEST OF A FENCE CORNER, 1 FT (0.3 M) SOUTH OF
 SW1639'AN E-W FENCE, 78 FT (23.8 M) EAST OF MILE POST 122, AND 0.4 FT
 SW1639'(0.1 M) SOUTH OF A STEEL POST WITH A WHITE WITNESS SIGN.
 SW1639'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -32 FMK 1967- SET ON
 SW1639'TOP OF 100 FT (30.5 M) OF COPPER COATED ROD, ENCASED IN A 6 INCH
 SW1639'DIAMETER CONCRETE SLEEVE, AND FLUSH WITH THE SURROUNDING DIRT
 SW1639'SURFACE.
 SW1639'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1639'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0316 ***********************************************************************
 TR0316  DESIGNATION -  32 NAS
 TR0316  PID         -  TR0316
 TR0316  STATE/COUNTY-  WA/ISLAND
 TR0316  USGS QUAD   -  OAK HARBOR (1973)
 TR0316
 TR0316                         *CURRENT SURVEY CONTROL
 TR0316  ___________________________________________________________________
 TR0316* NAD 83(1991)-  48 20 11.78250(N)    122 38 55.68507(W)     ADJUSTED  
 TR0316* NAVD 88     -        10.815  (meters)      35.48   (feet)  ADJUSTED  
 TR0316  ___________________________________________________________________
 TR0316  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 TR0316  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 TR0316  DYNAMIC HT  -          10.818 (meters)      35.49  (feet)  COMP
 TR0316  MODELED GRAV-     980,858.7   (mgal)                       NAVD 88
 TR0316
 TR0316  HORZ ORDER  -  THIRD
 TR0316  VERT ORDER  -  FIRST     CLASS II
 TR0316
 TR0316.The horizontal coordinates were established by classical geodetic methods
 TR0316.and adjusted by the National Geodetic Survey in December 1991..
 TR0316
 TR0316.The orthometric height was determined by differential leveling
 TR0316.and adjusted by the National Geodetic Survey in June 1991..
 TR0316
 TR0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0316
 TR0316.The geoid height was determined by GEOID03.
 TR0316
 TR0316.The dynamic height is computed by dividing the NAVD 88
 TR0316.geopotential number by the normal gravity value computed on the
 TR0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0316.degrees latitude (g = 980.6199 gals.).
 TR0316
 TR0316.The modeled gravity was interpolated from observed gravity values.
 TR0316
 TR0316;                    North         East     Units Scale Factor Converg.
 TR0316;SPC WA N     -   150,195.805   365,422.992   MT  0.99994953   -1 21 06.0
 TR0316;SPC WA N     -   492,767.40  1,198,891.93   sFT  0.99994953   -1 21 06.0
 TR0316;UTM  10      - 5,353,773.303   526,026.943   MT  0.99960832   +0 15 44.5
 TR0316
 TR0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0316!SPC WA N     -   1.00000179  x   0.99994953  =   0.99995132
 TR0316!UTM  10      -   1.00000179  x   0.99960832  =   0.99961011
 TR0316
 TR0316                          SUPERSEDED SURVEY CONTROL
 TR0316
 TR0316  NAD 83(1986)-  48 20 11.78454(N)    122 38 55.68897(W) AD(       ) 3
 TR0316  NAD 27      -  48 20 12.42000(N)    122 38 51.06000(W) AD(       ) 3
 TR0316  NGVD 29 (??/??/92)    9.670  (m)           31.73   (f) ADJ UNCH    1 2
 TR0316
 TR0316.Superseded values are not recommended for survey control.
 TR0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0316.See file dsdata.txt to determine how the superseded data were derived.
 TR0316
 TR0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2602753773(NAD 83)
 TR0316_MARKER: Z = SEE DESCRIPTION
 TR0316_SETTING: 0 = UNSPECIFIED SETTING
 TR0316_STAMPING: 32
 TR0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0316
 TR0316  HISTORY     - Date     Condition        Report By
 TR0316  HISTORY     - 1952     MONUMENTED       USN
 TR0316  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0316  HISTORY     - 1973     GOOD             USGS
 TR0316
 TR0316                          STATION DESCRIPTION
 TR0316
 TR0316'DESCRIBED BY US NAVY 1952 (SBG)
 TR0316'STATION IS IN THE ANGLE OF TORPEDO ROAD ABOUT 50 METERS EAST OF
 TR0316'THE AULT FIELD GATE ON TORPEDO ROAD AND NEAR CENTER OF
 TR0316'INTERSECTION WITH OLD HIGHWAY LEADING NORTH.
 TR0316'
 TR0316'THE MARK IS A BRASS NAVY HUB, NOT STAMPED, ABOUT 2 INCHES IN
 TR0316'DIAMETER, WITH PUNCH MARK IN CENTER, SET FLUSH WITH ROAD SURFACE.
 TR0316
 TR0316                          STATION RECOVERY (1960)
 TR0316
 TR0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0316'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS ON THE
 TR0316'CENTERLINE OF THE OLD HIGHWAY LEADING NORTH AND 1.5 FEET SOUTH OF
 TR0316'THE CENTERLINE OF TORPEDO ROAD.  IT IS MARKED BY A 1-1/2 INCH
 TR0316'HEXAGONAL BOLT WITH A PUNCH HOLE IN THE CENTER SET IN A 6 INCH
 TR0316'IRON CASING AND 4 INCHES BELOW THE SURFACE OF THE ROAD.  THE TOP
 TR0316'OF THE CASING IS FLUSH WITH THE ROAD PAVING.
 TR0316
 TR0316                          STATION RECOVERY (1973)
 TR0316
 TR0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0316'4.15 MI NW FROM OAK HARBOR.
 TR0316'0.2 MILES WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0316'NORTH THENCE 1.5 MILES ALONG STATE HWY. 20.  THENCE 1.3 MILES N. ALONG
 TR0316'GOLDIE RD. TO AULT FIELD RD.  THENCE NW. 0.4 MILE ALONG CHARLES PORTER
 TR0316'RD. PASSING ONTO WHIDBEY ISLAND NAVAL AIR STATION PROPERTY. THENCE
 TR0316'0.45 MILE N. ALONG PAVED RD.  THENCE 0.2 MILE E. ALONG PAVED RD. TO T
 TR0316'RD. JCT. AND BENCH MARK.  AT CENTER OF R. INT.  0.5 FT. LOWER THAN RD.
 TR0316'SURFACE.  BRASS PLUG ENCASED IN STEEL 6-INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0172 ***********************************************************************
 SB0172  DESIGNATION -  32 TR USGS
 SB0172  PID         -  SB0172
 SB0172  STATE/COUNTY-  WA/YAKIMA
 SB0172  USGS QUAD   -  BLACK ROCK SPRING NW (1953)
 SB0172
 SB0172                         *CURRENT SURVEY CONTROL
 SB0172  ___________________________________________________________________
 SB0172* NAD 83(1986)-  46 37 40.     (N)    120 09 04.     (W)     SCALED    
 SB0172* NAVD 88     -       763.367  (meters)    2504.48   (feet)  ADJUSTED  
 SB0172  ___________________________________________________________________
 SB0172  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 SB0172  DYNAMIC HT  -         763.330 (meters)    2504.36  (feet)  COMP
 SB0172  MODELED GRAV-     980,540.9   (mgal)                       NAVD 88
 SB0172
 SB0172  VERT ORDER  -  SECOND    CLASS 0
 SB0172
 SB0172.The horizontal coordinates were scaled from a topographic map and have
 SB0172.an estimated accuracy of +/- 6 seconds.
 SB0172
 SB0172.The orthometric height was determined by differential leveling
 SB0172.and adjusted by the National Geodetic Survey in June 1991..
 SB0172
 SB0172.The geoid height was determined by GEOID03.
 SB0172
 SB0172.The dynamic height is computed by dividing the NAVD 88
 SB0172.geopotential number by the normal gravity value computed on the
 SB0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0172.degrees latitude (g = 980.6199 gals.).
 SB0172
 SB0172.The modeled gravity was interpolated from observed gravity values.
 SB0172
 SB0172;                    North         East    Units  Estimated Accuracy
 SB0172;SPC WA S     -   143,940.      526,720.      MT  (+/- 180 meters Scaled)
 SB0172
 SB0172                          SUPERSEDED SURVEY CONTROL
 SB0172
 SB0172  NGVD 29 (??/??/92)  762.249  (m)         2500.81   (f) ADJ UNCH    2 0
 SB0172
 SB0172.Superseded values are not recommended for survey control.
 SB0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0172.See file dsdata.txt to determine how the superseded data were derived.
 SB0172
 SB0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS180677(NAD 83)
 SB0172_MARKER: DD = SURVEY DISK
 SB0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0172_SP_SET: TILE
 SB0172_STAMPING: 2501 32 TR 1936
 SB0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0172
 SB0172  HISTORY     - Date     Condition        Report By
 SB0172  HISTORY     - 1936     MONUMENTED       USGS
 SB0172  HISTORY     - 1973     GOOD             NGS
 SB0172
 SB0172                          STATION DESCRIPTION
 SB0172
 SB0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SB0172'6.1 MI W FROM PHILLIPS AND HAGERTY RANCH.
 SB0172'FROM THE GUARD GATE AND ARCH AT THE MAIN ENTRANCE TO THE YAKIMA FIRING
 SB0172'CENTER (ABOUT 10 MILES NORTH OF YAKIMA AND 3/4 MILE EAST OF INTERSTATE
 SB0172'HIGHWAY 82), GO EAST 0.15 MILE TO THE M.P. BUILDING AT B STREET AND
 SB0172'7TH AVENUE, (OBTAIN PERMISSION TO CONTINUE), CONTINUE EAST ON THE
 SB0172'BLACKTOP ROAD (7TH AVENUE) FOR 5.7 MILES TO A GUARD STATION IN THE
 SB0172'SOUTHWEST ANGLE OF A CROSSROAD, KEEP RIGHT ON THE ROAD TO RANGES 4
 SB0172'THROUGH 13, FOR 1.2 MILES TO A POINT WHERE THE ROAD CURVES EAST,
 SB0172'CONTINUE 9.4 MILES TO A CATTLE GUARD WHERE ROAD TURNS SOUTHEAST. CROSS
 SB0172'CATTLE GUARD, TURN RIGHT ON SIDE ROAD, GO SOUTH 0.45 MILE TO A
 SB0172'CROSSROAD AND THE MARK ON THE RIGHT, ABOUT 65 YARDS WEST OF THE
 SB0172'INTERSECTION, 66 FEET WEST OF A NORTH-SOUTH FENCELINE, 38 FEET SOUTH
 SB0172'OF AN EAST-WEST ROAD AND 1 FOOT NORTHEAST OF A METAL WITNESS POST. THE
 SB0172'MARK IS A U.S. GEOLOGICAL SURVEY DISK SET IN A 10-INCH CONCRETE TILE
 SB0172'FILLED WITH CONCRETE AND PROJECTING 7 INCHES ABOVE THE GROUND. NOTE--
 SB0172'THIS MARK SERVES AS THE AZIMUTH MARK FOR TRIANGULATION STATION
 SB0172'HOGRANCH.  HOWERVER, ALL MARKS AT STATION HOGRANCH WERE DESTROYED WHEN
 SB0172'THE TOP OF THE HILL WAS LEVELED FOR A TOWER INSTALLATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AG9928 ***********************************************************************
 AG9928  DESIGNATION -  32 WF
 AG9928  PID         -  AG9928
 AG9928  STATE/COUNTY-  WA/KLICKITAT
 AG9928  USGS QUAD   -  LYLE (1994)
 AG9928
 AG9928                         *CURRENT SURVEY CONTROL
 AG9928  ___________________________________________________________________
 AG9928* NAD 83(1986)-  45 42 34.     (N)    121 17 50.     (W)     SCALED    
 AG9928* NAVD 88     -       157.468  (meters)     516.63   (feet)  ADJUSTED  
 AG9928  ___________________________________________________________________
 AG9928  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 AG9928  DYNAMIC HT  -         157.464 (meters)     516.61  (feet)  COMP
 AG9928  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 AG9928
 AG9928  VERT ORDER  -  FIRST     CLASS II
 AG9928
 AG9928.The horizontal coordinates were scaled from a topographic map and have
 AG9928.an estimated accuracy of +/- 6 seconds.
 AG9928
 AG9928.The orthometric height was determined by differential leveling
 AG9928.and adjusted by the National Geodetic Survey in July 2002..
 AG9928
 AG9928.The geoid height was determined by GEOID03.
 AG9928
 AG9928.The dynamic height is computed by dividing the NAVD 88
 AG9928.geopotential number by the normal gravity value computed on the
 AG9928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9928.degrees latitude (g = 980.6199 gals.).
 AG9928
 AG9928.The modeled gravity was interpolated from observed gravity values.
 AG9928
 AG9928;                    North         East    Units  Estimated Accuracy
 AG9928;SPC WA S     -    42,120.      437,920.      MT  (+/- 180 meters Scaled)
 AG9928
 AG9928                          SUPERSEDED SURVEY CONTROL
 AG9928
 AG9928.No superseded survey control is available for this station.
 AG9928
 AG9928_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR325631(NAD 83)
 AG9928_MARKER: DE = TRAVERSE STATION DISK
 AG9928_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AG9928_STAMPING: 32 WF 1955 513
 AG9928_MARK LOGO: USGS  
 AG9928_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9928+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1998
 AG9928
 AG9928  HISTORY     - Date     Condition        Report By
 AG9928  HISTORY     - 1955     MONUMENTED       USGS
 AG9928  HISTORY     - 19980324 GOOD             NGS
 AG9928
 AG9928                          STATION DESCRIPTION
 AG9928
 AG9928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9928'0.7 KM (0.45 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 AG9928'IN LYLE, THENCE 1.9 KM (1.20 MI) NORTHERLY ALONG OLD STATE HIGHWAY 8,
 AG9928'18.1 M (59.4 FT) SOUTH OF THE CENTERLINE OF CANYON ROAD, 9.8 M (32.2
 AG9928'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.9 M (6.2 FT) SOUTHEAST OF A
 AG9928'T-JUNCTION UTILITY POLE WITH A GUY CABLE, 0.7 M (2.3 FT) SOUTH OF AN
 AG9928'UNDERGROUND CABLE JUNCTION BOX, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AG9928'THE HIGHWAY.  NOTE--THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4319 ***********************************************************************
 RD4319  DESIGNATION -  3211
 RD4319  PID         -  RD4319
 RD4319  STATE/COUNTY-  WA/CLARK
 RD4319  USGS QUAD   -  VANCOUVER (1990)
 RD4319
 RD4319                         *CURRENT SURVEY CONTROL
 RD4319  ___________________________________________________________________
 RD4319* NAD 83(1986)-  45 38 43.     (N)    122 42 19.     (W)     SCALED    
 RD4319* NAVD 88     -         9.07   (meters)      29.8    (feet)  N HEIGHT  
 RD4319  ___________________________________________________________________
 RD4319  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD4319  DYNAMIC HT  -           9.07  (meters)      29.8   (feet)  COMP
 RD4319  MODELED GRAV-     980,627.4   (mgal)                       NAVD 88
 RD4319
 RD4319  VERT ORDER  -  THIRD
 RD4319
 RD4319.The horizontal coordinates were scaled from a topographic map and have
 RD4319.an estimated accuracy of +/- 6 seconds.
 RD4319
 RD4319.The orthometric height was determined by differential leveling
 RD4319.and adjusted by the National Geodetic Survey in October 1996..
 RD4319.The height was determined by precise leveling from only one NSRS
 RD4319.bench mark.  This was not adequate "tie leveling" to NSRS and was
 RD4319.allowed ONLY to validate the GPS-derived height.
 RD4319
 RD4319.The geoid height was determined by GEOID03.
 RD4319
 RD4319.The dynamic height is computed by dividing the NAVD 88
 RD4319.geopotential number by the normal gravity value computed on the
 RD4319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4319.degrees latitude (g = 980.6199 gals.).
 RD4319
 RD4319.The modeled gravity was interpolated from observed gravity values.
 RD4319
 RD4319;                    North         East    Units  Estimated Accuracy
 RD4319;SPC WA S     -    37,080.      328,100.      MT  (+/- 180 meters Scaled)
 RD4319
 RD4319                          SUPERSEDED SURVEY CONTROL
 RD4319
 RD4319.No superseded survey control is available for this station.
 RD4319
 RD4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER229546(NAD 83)
 RD4319_MARKER: DB = BENCH MARK DISK
 RD4319_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4319_SP_SET: PREFAB CONC. POST IN EARTH
 RD4319_STAMPING: BM 3211 1989
 RD4319_MARK LOGO: COUNTY
 RD4319_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4319+SATELLITE: SATELLITE OBSERVATIONS - 1989
 RD4319
 RD4319  HISTORY     - Date     Condition        Report By
 RD4319  HISTORY     - 1989     MONUMENTED       WA-011
 RD4319  HISTORY     - 20020224 MARK NOT FOUND   USPSQD
 RD4319
 RD4319                          STATION DESCRIPTION
 RD4319
 RD4319'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4319'WEST OF CITY OF VANCOUVER, ON SOUTH SIDE OF LOWER RIVER ROAD, APPROX.
 RD4319'0.64 KM (0.40 MI) NW OF INTERSECTION OF WEST 26TH STREET AND LOWER
 RD4319'RIVER ROAD, 12.7 FT (3.9 M) SOUTH OF SOUTH EDGE OF PAVEMENT, 91.5 FT
 RD4319'(27.9 M) WEST OF NORTH POLE MARKED BPA ROSS-CARB A 5 4, 90.6 FT
 RD4319'(27.6 M) WEST OF SOUTH POLE MARKED BPA ROSS-CARB B 5 4, 39.6 FT
 RD4319'(12.1 M) NW OF NORTH FENCE LINE CHAIN LINK ANGLE POINT TENSION POST,
 RD4319'IN TOE OF SLOPE, SET CONCRETE MONUMENT WITH BRASS DISK. SET STEEL
 RD4319'POST AND SIGN AT POINTDATUM POINT IS TOP OF 3/16 INCH DIAMETER DOMED
 RD4319'BRASS SCREW HEAD IN CENTER OF 2 INCH DIAMETER FLAT BRASS DISK.
 RD4319
 RD4319                          STATION RECOVERY (2002)
 RD4319
 RD4319'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAZ)
 RD4319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1119 ***********************************************************************
 SX1119  DESIGNATION -  3216=KEANE
 SX1119  PID         -  SX1119
 SX1119  STATE/COUNTY-  WA/DOUGLAS
 SX1119  USGS QUAD   -  MALAGA NE (1966)
 SX1119
 SX1119                         *CURRENT SURVEY CONTROL
 SX1119  ___________________________________________________________________
 SX1119* NAD 83(1991)-  47 24 17.38884(N)    120 06 38.72631(W)     ADJUSTED  
 SX1119* NAVD 88     -       980.8    (meters)    3218.     (feet)  VERTCON   
 SX1119  ___________________________________________________________________
 SX1119  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 SX1119  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 SX1119
 SX1119  HORZ ORDER  -  SECOND
 SX1119
 SX1119.The horizontal coordinates were established by classical geodetic methods
 SX1119.and adjusted by the National Geodetic Survey in December 1991..
 SX1119
 SX1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1119
 SX1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1119
 SX1119.The geoid height was determined by GEOID03.
 SX1119
 SX1119;                    North         East     Units Scale Factor Converg.
 SX1119;SPC WA N     -    45,266.153   554,540.004   MT  1.00001911   +0 32 16.7
 SX1119;SPC WA N     -   148,510.70  1,819,353.33   sFT  1.00001911   +0 32 16.7
 SX1119;SPC WA S     -   230,331.443   529,380.274   MT  1.00001715   +0 16 57.9
 SX1119;SPC WA S     -   755,679.08  1,736,808.45   sFT  1.00001715   +0 16 57.9
 SX1119;UTM  10      - 5,254,200.666   717,984.051   MT  1.00018399   +2 07 39.9
 SX1119
 SX1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1119!SPC WA N     -   0.99984938  x   1.00001911  =   0.99986849
 SX1119!SPC WA S     -   0.99984938  x   1.00001715  =   0.99986653
 SX1119!UTM  10      -   0.99984938  x   1.00018399  =   1.00003334
 SX1119
 SX1119:                Primary Azimuth Mark                     Grid Az
 SX1119:SPC WA N     -  KEANE AZ MK                              032 00 48.3
 SX1119:SPC WA S     -  KEANE AZ MK                              032 16 07.1
 SX1119:UTM  10      -  KEANE AZ MK                              030 25 25.1
 SX1119
 SX1119|---------------------------------------------------------------------|
 SX1119| PID    Reference Object                     Distance      Geod. Az  |
 SX1119|                                                           dddmmss.s |
 SX1119| CF2223 KEANE AZ MK                                        0323305.0 |
 SX1119| CF2224 KEANE RM 1                            7.030 METERS 06057     |
 SX1119| CF2225 KEANE RM 2                            8.088 METERS 14846     |
 SX1119| SX1120 AIRWAY BEACON W 1                   APPROX. 5.3 KM 1511937.4 |
 SX1119| SX1122 PANGBORN FIELD AIRWAY BEACON        APPROX. 7.3 KM 2683829.0 |
 SX1119|---------------------------------------------------------------------|
 SX1119
 SX1119                          SUPERSEDED SURVEY CONTROL
 SX1119
 SX1119  NAD 83(1986)-  47 24 17.39335(N)    120 06 38.71149(W) AD(       ) 2
 SX1119  NAD 27      -  47 24 17.93300(N)    120 06 34.49000(W) AD(       ) 2
 SX1119  NGVD 29 (07/19/86)  979.6    (m)         3214.     (f) VERT ANG       
 SX1119
 SX1119.Superseded values are not recommended for survey control.
 SX1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1119.See file dsdata.txt to determine how the superseded data were derived.
 SX1119
 SX1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1798454201(NAD 83)
 SX1119_MARKER: DB = BENCH MARK DISK
 SX1119_SETTING: 66 = SET IN ROCK OUTCROP
 SX1119
 SX1119  HISTORY     - Date     Condition        Report By
 SX1119  HISTORY     - 1948     MONUMENTED       USGS
 SX1119  HISTORY     - 1956     GOOD             CGS
 SX1119  HISTORY     - 1957     GOOD             BPA
 SX1119  HISTORY     - 1962     GOOD             CGS
 SX1119  HISTORY     - 1966     GOOD             CGS
 SX1119
 SX1119                          STATION DESCRIPTION
 SX1119
 SX1119'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (WRH)
 SX1119'THE STATION IS LOCATED ON A HIGH, PROMINENT, ROUND POINT, AND IS
 SX1119'ON THE SOUTH END OF THE RIDGE THAT IS DIRECTLY EAST AND ABOVE THE
 SX1119'TOWN OF ROCK ISLAND, ABOUT 8 MILES EAST SOUTHEAST OF WENATCHEE,
 SX1119'ABOUT 2-1/2 MILES EAST NORTHEAST OF ROCK ISLAND, AND IS ABOUT
 SX1119'7 FEET NORTHEAST OF A WHITE WITNESS POST.
 SX1119'
 SX1119'TO REACH, FROM THE EAST END OF THE COLUMBIA RIVER BRIDGE IN
 SX1119'WENATCHEE, GO SOUTH ON U.S. HIGHWAY 10, FOR 0.7 MILE TO GRANT
 SX1119'ROAD.  TURN LEFT, AND GO EAST, ON GRANT ROAD 2.4 MILES TO CROSS
 SX1119'ROADS.  TURN LEFT, AND GO NORTH 1.1 MILES TO T ROAD.  TURN
 SX1119'RIGHT, AND GO EAST, ON DIRT ROAD 5.3 MILES TO FORKS.  TAKE RIGHT
 SX1119'FORK, AND GO SOUTH 3.0 MILES TO OLD RANCH BUILDINGS.  CONTINUE
 SX1119'ON, AND GO SOUTH 1.0 MILE TO TOP OF RIDGE.  TURN SHARP RIGHT,
 SX1119'AND GO WEST 0.9 MILE (AND THE AZIMUTH MARK).  CONTINUE ON, ALONG
 SX1119'TOP OF RIDGE 0.4 MILE TO THE STATION SITE.
 SX1119'
 SX1119'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 SX1119'STAMPED 3216, SET INTO A MASS OF CONCRETE IN OUTCROPPING BEDROCK
 SX1119'WHICH PROJECTS ABOUT 2 INCHES.
 SX1119'
 SX1119'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEANE USGS
 SX1119'NO 1 1948, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 SX1119'2 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 SX1119'
 SX1119'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KEANE USGS
 SX1119'NO 2 1948, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 SX1119'2 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SX1119'
 SX1119'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KEANE USGS 1948,
 SX1119'SET INTO A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 SX1119'4 INCHES.  IT IS LOCATED ON THE CREST OF THE RIDGE RUNNING EAST
 SX1119'FROM THE STATION AND IS ABOUT 75 FEET LOWER THAN THE STATION.
 SX1119
 SX1119                          STATION RECOVERY (1956)
 SX1119
 SX1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WH)
 SX1119'DESCRIPTION SAME.  MONUMENT IN GOOD CONDITION.  STAND RESET
 SX1119'OVER MONUMENT.
 SX1119
 SX1119                          STATION RECOVERY (1957)
 SX1119
 SX1119'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1957
 SX1119'FROM THE ROAD AND HIGHWAY INTERSECTION AT THE KEOKUK ELECTRO
 SX1119'METALS CO. IN ROCK ISLAND, GO EAST ON STATE HIGHWAY 10 1.9
 SX1119'MILES.  TURN LEFT, GO 0.2 MILE TO GATE, PASS THROUGH GATE,
 SX1119'GO UP STEEP GRADE LEFT OF ROCK ISLAND CREEK 2.1 MILES TO FARM
 SX1119'BUILDINGS, PASS TO RIGHT OF BUILDINGS AND CONTINUE NE 1.2 MILES
 SX1119'TO GATE.  CONTINUE 2.4 MILES TO TOP OF HILL, TURN SHARP LEFT AND
 SX1119'GO ALONG RIDGE 0.9 MILE TO AZIMUTH MARK.  CONTINUE ALONG RIDGE
 SX1119'0.4 MILE TO STATION.
 SX1119
 SX1119                          STATION RECOVERY (1962)
 SX1119
 SX1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 SX1119'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 SX1119'GOOD CONDITION.  THE AZIMUTH WAS NOT SEARCHED FOR.
 SX1119
 SX1119                          STATION RECOVERY (1966)
 SX1119
 SX1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SX1119'THE STATION WAS RECOVERED AS DESCRIBED, BUT I DO NOT ADVISE
 SX1119'ATTEMPTING TO FOLLOW THE 1948 DIRECTIONS TO REACH THE STATION
 SX1119'IF THE ROAD CLOSED SIGN IS UP AT THE BEGINNING OF THE 5.3 MILES
 SX1119'EAST ON A DIRT ROAD.  THIS IS A STEEP ROAD CUT INTO THE SIDE OF
 SX1119'A HILL WITH NO PLACE TO TURN AROUND IF A LARGE BOULDER OR SLIDE
 SX1119'SHOULD HAVE THE ROAD BLOCKED.  DIRECTIONS FOR REACHING THE
 SX1119'STATION FOLLOW--
 SX1119'
 SX1119'TO REACH FROM THE ROCK ISLAND POST OFFICE, GO WESTERLY ON THE
 SX1119'MAIN STREET FOR 0.4 MILE TO A REVERSE Y, TURN SHARP RIGHT AND
 SX1119'FOLLOW THE BLACKTOP ROAD 2.2 MILES TO A GRAVEL SIDE ROAD
 SX1119'RIGHT, TURN RIGHT AND FOLLOW THE GRAVEL ROAD ALONG A SIDEHILL FOR
 SX1119'2.5 MILES TO A SET OF FARM BUILDINGS AND THE APPARENT END OF THE
 SX1119'ROAD, (ASK PERMISSION TO CONTINUE), PASS TO THE RIGHT OF THE
 SX1119'HOUSE, TURN LEFT AND PASS TO THE LEFT OF A SHED, TURN RIGHT TO
 SX1119'A GATE - TOTAL DISTANCE OF 0.15 MILE - PASS THROUGH THE GATE
 SX1119'AND FOLLOW THE ROAD NORTHERLY FOR 0.4 MILE TO THE EDGE OF A
 SX1119'CULTIVATED FIELD, CONTINUE UP VALLEY THROUGH THE FIELD (THERE IS
 SX1119'A TRACK ROAD UP THE VALLEY AT PRESENT) 0.3 MILE TO A FORK,
 SX1119'TAKE THE LEFT FORK 0.5 MILE TO A GATE AT THE NORTH END OF A
 SX1119'FIELD, PASS THROUGH THE GATE AND FOLLOW THE ROAD 2.4 MILES TO A
 SX1119'HORSESHOE CURVE ON THE CREST OF A RIDGE, TURN LEFT AND GO
 SX1119'WESTERLY ALONG THE TOP OF THE RIDGE 0.75 MILE TO A ROCK-STREWN
 SX1119'AREA AT THE EDGE OF THE RIDGE TO THE LEFT AND THE AZIMUTH
 SX1119'MARK AT THE EXTREME SOUTHEAST EDGE OF THE RIDGE, IN A PIECE
 SX1119'OF BEDROCK WITH AN 8-INCH SECTION EXPOSED AND PROJECTING
 SX1119'3 INCHES, 2 FEET OVER THE SIDE OF THE RIDGE.  MARK IS
 SX1119'ABOUT 75 FEET LOWER THAN THE STATION AND A LINE FROM THE MARK
 SX1119'TO THE STATION CLEARS A BLACK CLIFF, WHICH IS MIDWAY BETWEEN
 SX1119'STATION AND AZIMUTH MARK, BY ABOUT 6 FEET.  CONTINUE ALONG THE
 SX1119'RIDGE ABOUT 0.25 MILE TO THE STATION ON THE KNOB AT THE
 SX1119'SOUTHERN END OF THE RIDGE.  THE KNOB IS SEPARATED FROM THE
 SX1119'RIDGE BY A SADDLE ABOUT 40 FEET DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB4180 ***********************************************************************
 AB4180  DESIGNATION -  32395 1
 AB4180  PID         -  AB4180
 AB4180  STATE/COUNTY-  WA/STEVENS
 AB4180  USGS QUAD   -  DEER PARK (1973)
 AB4180
 AB4180                         *CURRENT SURVEY CONTROL
 AB4180  ___________________________________________________________________
 AB4180* NAD 83(1986)-  47 57 11.     (N)    117 28 28.     (W)     SCALED    
 AB4180* NAVD 88     -       646.19   (meters)    2120.0    (feet)  RESET     
 AB4180  ___________________________________________________________________
 AB4180  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 AB4180
 AB4180  VERT ORDER  -  THIRD
 AB4180
 AB4180.The horizontal coordinates were scaled from a topographic map and have
 AB4180.an estimated accuracy of +/- 6 seconds.
 AB4180
 AB4180.The orthometric height was computed from unverified reset data.
 AB4180
 AB4180.The geoid height was determined by GEOID03.
 AB4180
 AB4180;                    North         East    Units  Estimated Accuracy
 AB4180;SPC WA N     -   111,440.      750,790.      MT  (+/- 180 meters Scaled)
 AB4180
 AB4180                          SUPERSEDED SURVEY CONTROL
 AB4180
 AB4180.No superseded survey control is available for this station.
 AB4180
 AB4180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP645111(NAD 83)
 AB4180_MARKER: DD = SURVEY DISK
 AB4180_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB4180+WITH SETTING: PAVEMENT
 AB4180_SP_SET: FLAGPOLE FOUNDATION
 AB4180_STAMPING: BM32395-1
 AB4180_MARK LOGO: WADT  
 AB4180_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4180+STABILITY: SURFACE MOTION
 AB4180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4180+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB4180
 AB4180  HISTORY     - Date     Condition        Report By
 AB4180  HISTORY     - 1996     MONUMENTED       WADT
 AB4180
 AB4180                          STATION DESCRIPTION
 AB4180
 AB4180'DESCRIBED BY WA DEPT OF TRANSP 1996 (PW)
 AB4180'THE STATION IS LOCATED IN THE TOWN OF DEER PARK, AT THE DEER PARK POST
 AB4180'OFFICE.  SET IN THE BASE FOR A FLAG POLE, NEAR THE SOUTH EDGE OF THE
 AB4180'POST OFFICE PARKING LOT.  23.1 METERS (75.8 FT) SOUTH EAST OF THE
 AB4180'SOUTHWEST CORNER OF THE P.O.  BUILDING, 20.7 METERS (67.9 FT)
 AB4180'SOUTHWEST OF THE SOUTHEAST CORNER OF THE P.O. BUILDING, IN TOP AND
 AB4180'LEVEL WITH THE CONCRETE FOUNDATION FOR THE FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0983 ***********************************************************************
 SW0983  DESIGNATION -  33 HJH 1959 USGS
 SW0983  PID         -  SW0983
 SW0983  STATE/COUNTY-  WA/LINCOLN
 SW0983  USGS QUAD   -  ALMIRA SE (1969)
 SW0983
 SW0983                         *CURRENT SURVEY CONTROL
 SW0983  ___________________________________________________________________
 SW0983* NAD 83(1986)-  47 30 32.     (N)    118 47 06.     (W)     SCALED    
 SW0983* NAVD 88     -       590.352  (meters)    1936.85   (feet)  ADJUSTED  
 SW0983  ___________________________________________________________________
 SW0983  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 SW0983  DYNAMIC HT  -         590.388 (meters)    1936.96  (feet)  COMP
 SW0983  MODELED GRAV-     980,654.8   (mgal)                       NAVD 88
 SW0983
 SW0983  VERT ORDER  -  FIRST     CLASS II
 SW0983
 SW0983.The horizontal coordinates were scaled from a topographic map and have
 SW0983.an estimated accuracy of +/- 6 seconds.
 SW0983
 SW0983.The orthometric height was determined by differential leveling
 SW0983.and adjusted by the National Geodetic Survey in June 1991..
 SW0983
 SW0983.The geoid height was determined by GEOID03.
 SW0983
 SW0983.The dynamic height is computed by dividing the NAVD 88
 SW0983.geopotential number by the normal gravity value computed on the
 SW0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0983.degrees latitude (g = 980.6199 gals.).
 SW0983
 SW0983.The modeled gravity was interpolated from observed gravity values.
 SW0983
 SW0983;                    North         East    Units  Estimated Accuracy
 SW0983;SPC WA N     -    58,630.      654,280.      MT  (+/- 180 meters Scaled)
 SW0983
 SW0983                          SUPERSEDED SURVEY CONTROL
 SW0983
 SW0983.No superseded survey control is available for this station.
 SW0983
 SW0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN655632(NAD 83)
 SW0983_MARKER: DB = BENCH MARK DISK
 SW0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0983_SP_SET: CONCRETE POST
 SW0983_STAMPING: 33 HJH 1933 1959
 SW0983_MARK LOGO: USGS  
 SW0983_PROJECTION: FLUSH
 SW0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0983+STABILITY: SURFACE MOTION
 SW0983
 SW0983  HISTORY     - Date     Condition        Report By
 SW0983  HISTORY     - 1959     MONUMENTED       USGS
 SW0983  HISTORY     - 1981     GOOD             NGS
 SW0983
 SW0983                          STATION DESCRIPTION
 SW0983
 SW0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0983'24.0 KM (14.95 MI) NORT FROM ODESSA.
 SW0983'24.0 KM (14.95 MI) NORTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0983'STATE HIGHWAY 28 IN ODESSA, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 47, AT
 SW0983'THE T JUNCTION OF A GRAVEL ROAD LEADING EAST, 7.8 METERS (25.5 FT)
 SW0983'WEST OF THE CENTERLINE OF THE HIGHWAY, 3 METERS (10 FT) NORTH OF THE
 SW0983'EXTENDED CENTERLINE OF THE ROAD, 5.9 METERS (19.5 FT) SOUTH OF T
 SW0983'JUNCTION POWER LINE POLE 45-M, 1.4 METERS (4.5 FT) NORTH OF A 4-INCH
 SW0983'IRON POST.
 SW0983'THE MARK IS 0.25 METERS  N FROM A WITNESS POST.
 SW0983'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0174 ***********************************************************************
 SB0174  DESIGNATION -  33 TR USGS
 SB0174  PID         -  SB0174
 SB0174  STATE/COUNTY-  WA/YAKIMA
 SB0174  USGS QUAD   -  BLACK ROCK SPRING (1953)
 SB0174
 SB0174                         *CURRENT SURVEY CONTROL
 SB0174  ___________________________________________________________________
 SB0174* NAD 83(1986)-  46 37 16.     (N)    120 07 19.     (W)     SCALED    
 SB0174* NAVD 88     -       798.199  (meters)    2618.76   (feet)  ADJUSTED  
 SB0174  ___________________________________________________________________
 SB0174  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SB0174  DYNAMIC HT  -         798.147 (meters)    2618.59  (feet)  COMP
 SB0174  MODELED GRAV-     980,522.6   (mgal)                       NAVD 88
 SB0174
 SB0174  VERT ORDER  -  SECOND    CLASS 0
 SB0174
 SB0174.The horizontal coordinates were scaled from a topographic map and have
 SB0174.an estimated accuracy of +/- 6 seconds.
 SB0174
 SB0174.The orthometric height was determined by differential leveling
 SB0174.and adjusted by the National Geodetic Survey in June 1991..
 SB0174
 SB0174.The geoid height was determined by GEOID03.
 SB0174
 SB0174.The dynamic height is computed by dividing the NAVD 88
 SB0174.geopotential number by the normal gravity value computed on the
 SB0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0174.degrees latitude (g = 980.6199 gals.).
 SB0174
 SB0174.The modeled gravity was interpolated from observed gravity values.
 SB0174
 SB0174;                    North         East    Units  Estimated Accuracy
 SB0174;SPC WA S     -   143,210.      528,950.      MT  (+/- 180 meters Scaled)
 SB0174
 SB0174                          SUPERSEDED SURVEY CONTROL
 SB0174
 SB0174  NGVD 29 (??/??/92)  797.066  (m)         2615.04   (f) ADJ UNCH    2 0
 SB0174
 SB0174.Superseded values are not recommended for survey control.
 SB0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0174.See file dsdata.txt to determine how the superseded data were derived.
 SB0174
 SB0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS203670(NAD 83)
 SB0174_MARKER: DD = SURVEY DISK
 SB0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0174_STAMPING: 33 TR 2615 1936
 SB0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0174+STABILITY: SURFACE MOTION
 SB0174
 SB0174  HISTORY     - Date     Condition        Report By
 SB0174  HISTORY     - 1936     MONUMENTED       USGS
 SB0174  HISTORY     - 1949     GOOD             NGS
 SB0174
 SB0174                          STATION DESCRIPTION
 SB0174
 SB0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0174'4.2 MI W FROM PHILLIPS AND HAGERTY RANCH.
 SB0174'4.2 MILES WEST ALONG THE POMONA ROAD FROM PHILLIPS AND HAGERTY RANCH
 SB0174'HEADQUARTERS, 0.4 MILE EAST OF SELAH CREEK CROSSING, 0.2 MILE EAST OF
 SB0174'A POINT WHERE A FENCE CROSSES THE ROAD, ABOUT 83 YARDS WEST OF THE
 SB0174'WEST BANK OF A WIDE WASH, ABOUT 47 YARDS SOUTH OF THE SOUTH BANK OF
 SB0174'SELAH CREEK, 91 FEET NORTH OF THE CENTER LINE OF THE ROAD, 36 FEET
 SB0174'SOUTH OF THE CENTER LINE OF A DIM TRACK ROAD, ABOUT 5 FEET LOWER THAN
 SB0174'THE ROAD, 1.4 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 SB0174'CONCRETE POST PROJECTING 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4305 ***********************************************************************
 RD4305  DESIGNATION -  3301
 RD4305  PID         -  RD4305
 RD4305  STATE/COUNTY-  WA/CLARK
 RD4305  USGS QUAD   -  ORCHARDS (1990)
 RD4305
 RD4305                         *CURRENT SURVEY CONTROL
 RD4305  ___________________________________________________________________
 RD4305* NAD 83(1986)-  45 38 48.     (N)    122 33 30.     (W)     SCALED    
 RD4305* NAVD 88     -        63.562  (meters)     208.54   (feet)  ADJUSTED  
 RD4305  ___________________________________________________________________
 RD4305  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 RD4305  DYNAMIC HT  -          63.562 (meters)     208.54  (feet)  COMP
 RD4305  MODELED GRAV-     980,618.4   (mgal)                       NAVD 88
 RD4305
 RD4305  VERT ORDER  -  SECOND    CLASS II
 RD4305
 RD4305.The horizontal coordinates were scaled from a topographic map and have
 RD4305.an estimated accuracy of +/- 6 seconds.
 RD4305
 RD4305.The orthometric height was determined by differential leveling
 RD4305.and adjusted by the National Geodetic Survey in April 1995..
 RD4305
 RD4305.The geoid height was determined by GEOID03.
 RD4305
 RD4305.The dynamic height is computed by dividing the NAVD 88
 RD4305.geopotential number by the normal gravity value computed on the
 RD4305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4305.degrees latitude (g = 980.6199 gals.).
 RD4305
 RD4305.The modeled gravity was interpolated from observed gravity values.
 RD4305
 RD4305;                    North         East    Units  Estimated Accuracy
 RD4305;SPC WA S     -    36,920.      339,550.      MT  (+/- 180 meters Scaled)
 RD4305
 RD4305                          SUPERSEDED SURVEY CONTROL
 RD4305
 RD4305  NGVD 29 (03/17/92)   62.512  (m)          205.09   (f) ADJUSTED    2 2
 RD4305
 RD4305.Superseded values are not recommended for survey control.
 RD4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4305.See file dsdata.txt to determine how the superseded data were derived.
 RD4305
 RD4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER344548(NAD 83)
 RD4305_MARKER: DB = BENCH MARK DISK
 RD4305_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4305_SP_SET: TOP OF CURB
 RD4305_STAMPING: 3301  1990
 RD4305_MARK LOGO: WA-011
 RD4305_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4305+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 RD4305
 RD4305  HISTORY     - Date     Condition        Report By
 RD4305  HISTORY     - 1990     MONUMENTED       WA-011
 RD4305  HISTORY     - 20040311 GOOD             USPSQD
 RD4305  HISTORY     - 20050402 GOOD             USPSQD
 RD4305  HISTORY     - 20060607 GOOD             USPSQD
 RD4305  HISTORY     - 20060612 GOOD             USPSQD
 RD4305
 RD4305                          STATION DESCRIPTION
 RD4305
 RD4305'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4305'IN TOP OF EAST CURB OF N.E. 112TH AVE.,1.1 MILES SOUTH OF INTERSECTION
 RD4305'WITH SR-500, APPROX. 320 FT (97.5 M) NORTH OF NORTH DRIVEWAY INTO
 RD4305'FIRE STATION,178.8 FT SOUTH OF FIRST LUMINAIRE NORTH OF THE FIRE
 RD4305'STATION ON THE EAST SIDE OF THE ROADSET 2 IN DIAM DOMED BRASS
 RD4305'DISK
 RD4305
 RD4305                          STATION RECOVERY (2004)
 RD4305
 RD4305'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4305'RECOVERED IN GOOD CONDITION.
 RD4305
 RD4305                          STATION RECOVERY (2005)
 RD4305
 RD4305'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4305'RECOVERED IN GOOD CONDITION.
 RD4305
 RD4305                          STATION RECOVERY (2006)
 RD4305
 RD4305'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4305'RECOVERED IN GOOD CONDITION.
 RD4305
 RD4305                          STATION RECOVERY (2006)
 RD4305
 RD4305'RECOVERY NOTE BY US POWER SQUADRON 2006 (PS)
 RD4305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0824 ***********************************************************************
 SY0824  DESIGNATION -  338.1 USGS
 SY0824  PID         -  SY0824
 SY0824  STATE/COUNTY-  WA/MASON
 SY0824  USGS QUAD   -  BELFAIR (1994)
 SY0824
 SY0824                         *CURRENT SURVEY CONTROL
 SY0824  ___________________________________________________________________
 SY0824* NAD 83(1986)-  47 28 13.     (N)    122 48 03.     (W)     SCALED    
 SY0824* NAVD 88     -       104.057  (meters)     341.39   (feet)  POSTED    
 SY0824  ___________________________________________________________________
 SY0824  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 SY0824  DYNAMIC HT  -         104.080 (meters)     341.47  (feet)  COMP
 SY0824  MODELED GRAV-     980,809.3   (mgal)                       NAVD 88
 SY0824
 SY0824  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0824
 SY0824.The horizontal coordinates were scaled from a topographic map and have
 SY0824.an estimated accuracy of +/- 6 seconds.
 SY0824
 SY0824.The orthometric height was determined by differential leveling
 SY0824.and adjusted by the National Geodetic Survey in 1992..
 SY0824.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0824.rate of 0.0 thru 1.0 mm/km.
 SY0824
 SY0824.The geoid height was determined by GEOID03.
 SY0824
 SY0824.The dynamic height is computed by dividing the NAVD 88
 SY0824.geopotential number by the normal gravity value computed on the
 SY0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0824.degrees latitude (g = 980.6199 gals.).
 SY0824
 SY0824.The modeled gravity was interpolated from observed gravity values.
 SY0824
 SY0824;                    North         East    Units  Estimated Accuracy
 SY0824;SPC WA S     -   240,070.      326,570.      MT  (+/- 180 meters Scaled)
 SY0824
 SY0824                          SUPERSEDED SURVEY CONTROL
 SY0824
 SY0824  NGVD 29 (??/??/??)  102.993  (m)          337.90   (f) ADJUSTED    1 2
 SY0824
 SY0824.Superseded values are not recommended for survey control.
 SY0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0824.See file dsdata.txt to determine how the superseded data were derived.
 SY0824
 SY0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET150574(NAD 83)
 SY0824_MARKER: Q = CHISELED SQUARE
 SY0824_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0824_SP_SET: CULVERT
 SY0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0824
 SY0824  HISTORY     - Date     Condition        Report By
 SY0824  HISTORY     - UNK      MONUMENTED       USGS
 SY0824  HISTORY     - 1944     GOOD             CGS
 SY0824
 SY0824                          STATION DESCRIPTION
 SY0824
 SY0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0824'2 MI NE FROM BELFAIR.
 SY0824'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 SY0824'BELFAIR, MASON COUNTY, 58 FEET SOUTH OF A SIGNPOST AT THE MASON-KITSAP
 SY0824'COUNTY LINE, AT A 20-INCH CONCRETE PIPE-CULVERT, ON THE TOP OF THE
 SY0824'SOUTHEAST END, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 SY0824'ABOUT 2-1/2 FEET LOWER THAN THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1640 ***********************************************************************
 SW1640  DESIGNATION -  34 FMK
 SW1640  PID         -  SW1640
 SW1640  STATE/COUNTY-  WA/DOUGLAS
 SW1640  USGS QUAD   -  BARNES BUTTE (1978)
 SW1640
 SW1640                         *CURRENT SURVEY CONTROL
 SW1640  ___________________________________________________________________
 SW1640* NAD 83(1998)-  47 48 56.31115(N)    119 25 37.32505(W)     ADJUSTED  
 SW1640* NAVD 88     -       653.3    (meters)    2143.     (feet)  GPS OBS   
 SW1640  ___________________________________________________________________
 SW1640  X           -  -2,108,405.946 (meters)                     COMP
 SW1640  Y           -  -3,737,693.003 (meters)                     COMP
 SW1640  Z           -   4,703,605.276 (meters)                     COMP
 SW1640  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 SW1640  ELLIP HEIGHT-         633.75  (meters)          (07/05/01) GPS OBS
 SW1640  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 SW1640
 SW1640  HORZ ORDER  -  FIRST
 SW1640  ELLP ORDER  -  FOURTH    CLASS II
 SW1640
 SW1640.The horizontal coordinates were established by GPS observations
 SW1640.and adjusted by the National Geodetic Survey in July 2001..
 SW1640.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1640.DATUM ITEM on the data sheet items page.
 SW1640
 SW1640.The orthometric height was determined by GPS observations and a
 SW1640.high-resolution geoid model.
 SW1640
 SW1640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1640
 SW1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1640
 SW1640.The ellipsoidal height was determined by GPS observations
 SW1640.and is referenced to NAD 83.
 SW1640
 SW1640.The geoid height was determined by GEOID03.
 SW1640
 SW1640;                    North         East     Units Scale Factor Converg.
 SW1640;SPC WA N     -    91,646.743   605,308.399   MT  0.99995610   +1 02 49.3
 SW1640;SPC WA N     -   300,677.69  1,985,915.97   sFT  0.99995610   +1 02 49.3
 SW1640;UTM  11      - 5,298,662.108   318,315.308   MT  1.00000564   -1 47 56.0
 SW1640
 SW1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1640!SPC WA N     -   0.99990068  x   0.99995610  =   0.99985678
 SW1640!UTM  11      -   0.99990068  x   1.00000564  =   0.99990632
 SW1640
 SW1640                          SUPERSEDED SURVEY CONTROL
 SW1640
 SW1640  NAD 83(1991)-  47 48 56.30984(N)    119 25 37.32499(W) AD(       ) 1
 SW1640  ELLIP H (01/21/94)  633.88   (m)                       GP(       ) 4 1
 SW1640
 SW1640.Superseded values are not recommended for survey control.
 SW1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1640.See file dsdata.txt to determine how the superseded data were derived.
 SW1640
 SW1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN1831598662(NAD 83)
 SW1640_MARKER: DB = BENCH MARK DISK
 SW1640_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 SW1640_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 SW1640_STAMPING: 34 FMK 1968
 SW1640_MARK LOGO: USGS  
 SW1640_PROJECTION: FLUSH
 SW1640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1640+STABILITY: POSITION/ELEVATION WELL
 SW1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1640+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1993
 SW1640_ROD/PIPE-DEPTH: 4.57 meters
 SW1640_SLEEVE-DEPTH  : 0.51 meters
 SW1640
 SW1640  HISTORY     - Date     Condition        Report By
 SW1640  HISTORY     - 1968     MONUMENTED       USGS
 SW1640  HISTORY     - 19930508 GOOD             DCPW
 SW1640
 SW1640                          STATION DESCRIPTION
 SW1640
 SW1640'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1640'016
 SW1640'THE STATION IS APPROXIMATELY 9.5 MI (15.3 KM) EAST OF MANSFIELD, 19.5
 SW1640'MI (31.4 KM) SW OF ELECTRIC CITY, WA, AND 18 MI (29.0 KM) SE OF
 SW1640'BRIDGEPORT, WA, IN THE SW 1/4 OF SECTION 22, T27N, R27E, WM, DOUGLAS
 SW1640'COUNTY, WA.
 SW1640'TO REACH STATION FROM THE POST OFFICE IN MANSFIELD, WA, DRIVE SE ALONG
 SW1640'MAIN STREET 0.07 MI (0.11 KM) TO THE T-INTERSECTION OF RAILROAD AVE.
 SW1640'CONTINUE NE ALONG RAILROAD AVE 0.45 WHERE THE ROAD CURVES TO THE EAST
 SW1640'AND CONTINUES AS HIGHWAY 172. CONTINUE EAST ALONG HIGHWAY 172 9.4 MI
 SW1640'(15.1 KM) TO THE INTERSECTION OF O-NE, A GRAVEL ROAD TO THE NORTH,
 SW1640'AND THE STATION 53 FT (16.2 M) NORTH OF THE CENTERLINE OF HIGHWAY
 SW1640'172, 38 FT (11.6 M) EAST OF THE CENTERLINE OF O-NE, 2.7 FT (0.8 M)
 SW1640'EAST OF THE WEST END OF AN E-W FENCE LINE, AND 4.3 FT (1.3 M) N38E OF
 SW1640'AN ORANGE CARSONITE WITNESS POST.
 SW1640'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -34 FMK 1968- SET ON
 SW1640'15 FT (4.6 M) OF COPPER-COATED ROD, FLUSH WITH THE SURROUNDING DIRT
 SW1640'SURFACE, AND ENCASED IN A 6 INCH DIAMETER CONCRETE PIPE.
 SW1640'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1640'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0176 ***********************************************************************
 SB0176  DESIGNATION -  34 TR USGS
 SB0176  PID         -  SB0176
 SB0176  STATE/COUNTY-  WA/YAKIMA
 SB0176  USGS QUAD   -  BLACK ROCK SPRING (1953)
 SB0176
 SB0176                         *CURRENT SURVEY CONTROL
 SB0176  ___________________________________________________________________
 SB0176* NAD 83(1986)-  46 37 04.     (N)    120 04 46.     (W)     SCALED    
 SB0176* NAVD 88     -       870.670  (meters)    2856.52   (feet)  ADJUSTED  
 SB0176  ___________________________________________________________________
 SB0176  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SB0176  DYNAMIC HT  -         870.617 (meters)    2856.35  (feet)  COMP
 SB0176  MODELED GRAV-     980,523.7   (mgal)                       NAVD 88
 SB0176
 SB0176  VERT ORDER  -  SECOND    CLASS 0
 SB0176
 SB0176.The horizontal coordinates were scaled from a topographic map and have
 SB0176.an estimated accuracy of +/- 6 seconds.
 SB0176
 SB0176.The orthometric height was determined by differential leveling
 SB0176.and adjusted by the National Geodetic Survey in June 1991..
 SB0176
 SB0176.The geoid height was determined by GEOID03.
 SB0176
 SB0176.The dynamic height is computed by dividing the NAVD 88
 SB0176.geopotential number by the normal gravity value computed on the
 SB0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0176.degrees latitude (g = 980.6199 gals.).
 SB0176
 SB0176.The modeled gravity was interpolated from observed gravity values.
 SB0176
 SB0176;                    North         East    Units  Estimated Accuracy
 SB0176;SPC WA S     -   142,850.      532,210.      MT  (+/- 180 meters Scaled)
 SB0176
 SB0176                          SUPERSEDED SURVEY CONTROL
 SB0176
 SB0176  NGVD 29 (??/??/92)  869.539  (m)         2852.81   (f) ADJ UNCH    2 0
 SB0176
 SB0176.Superseded values are not recommended for survey control.
 SB0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0176.See file dsdata.txt to determine how the superseded data were derived.
 SB0176
 SB0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS236668(NAD 83)
 SB0176_MARKER: DD = SURVEY DISK
 SB0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0176_STAMPING: 34 TR 2853 1936
 SB0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0176+STABILITY: SURFACE MOTION
 SB0176
 SB0176  HISTORY     - Date     Condition        Report By
 SB0176  HISTORY     - 1936     MONUMENTED       USGS
 SB0176  HISTORY     - 1949     GOOD             NGS
 SB0176
 SB0176                          STATION DESCRIPTION
 SB0176
 SB0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0176'2.2 MI W FROM PHILLIPS AND HAGERTY RANCH.
 SB0176'2.2 MILES WEST ALONG THE POMONA ROAD FROM PHILLIPS AND HAGERTY RANCH
 SB0176'HEADQUARTERS, ABOUT 152 YARDS NORTHWEST OF THE NORTHWEST CORNER OF A
 SB0176'6-FOOT WOODEN CULVERT OVER A SMALL CREEK, 208 FEET NORTH OF THE CENTER
 SB0176'LINE OF THE ROAD, ABOUT 61 YARDS SOUTH OF THE APPROXIMATE CENTER OF
 SB0176'SELAH CREEK, 26 FEET NORTH OF THE CENTER LINE OF A DIM TRACK ROAD,
 SB0176'ABOUT 8 FEET LOWER THAN THE ROAD, 2.0 FEET NORTH OF A WITNESS POST,
 SB0176'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 FEET ABOVE THE
 SB0176'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0318 ***********************************************************************
 SA0318  DESIGNATION -  341 A
 SA0318  PID         -  SA0318
 SA0318  STATE/COUNTY-  WA/WALLA WALLA
 SA0318  USGS QUAD   -  HUMORIST (1992)
 SA0318
 SA0318                         *CURRENT SURVEY CONTROL
 SA0318  ___________________________________________________________________
 SA0318* NAD 83(1986)-  46 08 11.     (N)    118 57 40.     (W)     SCALED    
 SA0318* NAVD 88     -       105.565  (meters)     346.34   (feet)  ADJUSTED  
 SA0318  ___________________________________________________________________
 SA0318  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 SA0318  DYNAMIC HT  -         105.567 (meters)     346.35  (feet)  COMP
 SA0318  MODELED GRAV-     980,635.7   (mgal)                       NAVD 88
 SA0318
 SA0318  VERT ORDER  -  FIRST     CLASS II
 SA0318
 SA0318.The horizontal coordinates were scaled from a topographic map and have
 SA0318.an estimated accuracy of +/- 6 seconds.
 SA0318
 SA0318.The orthometric height was determined by differential leveling
 SA0318.and adjusted by the National Geodetic Survey in June 1991..
 SA0318
 SA0318.The geoid height was determined by GEOID03.
 SA0318
 SA0318.The dynamic height is computed by dividing the NAVD 88
 SA0318.geopotential number by the normal gravity value computed on the
 SA0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0318.degrees latitude (g = 980.6199 gals.).
 SA0318
 SA0318.The modeled gravity was interpolated from observed gravity values.
 SA0318
 SA0318;                    North         East    Units  Estimated Accuracy
 SA0318;SPC WA S     -    90,420.      618,900.      MT  (+/- 180 meters Scaled)
 SA0318
 SA0318                          SUPERSEDED SURVEY CONTROL
 SA0318
 SA0318  NGVD 29 (??/??/92)  104.547  (m)          343.00   (f) ADJ UNCH    1 2
 SA0318
 SA0318.Superseded values are not recommended for survey control.
 SA0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0318.See file dsdata.txt to determine how the superseded data were derived.
 SA0318
 SA0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM485110(NAD 83)
 SA0318_MARKER: P = PIPE CAP
 SA0318_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0318_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0318_STAMPING: ELEV 343.070 FT 341 A
 SA0318_MARK LOGO: USGS  
 SA0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0318
 SA0318  HISTORY     - Date     Condition        Report By
 SA0318  HISTORY     - UNK      MONUMENTED       USGS
 SA0318  HISTORY     - 1943     GOOD             CGS
 SA0318  HISTORY     - 1944     GOOD             CGS
 SA0318  HISTORY     - 1981     MARK NOT FOUND   NGS
 SA0318
 SA0318                          STATION DESCRIPTION
 SA0318
 SA0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 SA0318'3.2 MI NW FROM ATTALIA.
 SA0318'3.2 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0318'STATION AT ATTALIA, WALLA WALLA COUNTY, AT TWO RIVERS, 29-3/4 RAILS
 SA0318'SOUTHEAST OF THE STATION SIGN AND MILEPOST 9, 19-3/4 RAILS SOUTHEAST
 SA0318'OF A COUNTY-ROAD CROSSING, 180 FEET NORTHWEST OF A SWITCH STAND FOR A
 SA0318'SIDETRACK, 36 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 5
 SA0318'FEET SOUTHWEST OF A ROW OF TELEPHONE POLES, AND 1 FOOT SOUTHWEST OF A
 SA0318'WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 SA0318'CAP, STAMPED---ELEV 343.070 FT 341 A---AND RIVETED ON THE TOP OF A
 SA0318'3-1/2-INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
 SA0318
 SA0318                          STATION RECOVERY (1944)
 SA0318
 SA0318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 SA0318'RECOVERED IN GOOD CONDITION.
 SA0318
 SA0318                          STATION RECOVERY (1981)
 SA0318
 SA0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0318'NOT RECOVERED, MARK BELIEVED UNDER WATER LEVEL RAISED BY MCNARY DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0734 ***********************************************************************
 TP0734  DESIGNATION -  3420.3
 TP0734  PID         -  TP0734
 TP0734  STATE/COUNTY-  WA/OKANOGAN
 TP0734  USGS QUAD   -  COXIT MOUNTAIN (1989)
 TP0734
 TP0734                         *CURRENT SURVEY CONTROL
 TP0734  ___________________________________________________________________
 TP0734* NAD 83(1986)-  48 37 49.     (N)    119 48 51.     (W)     SCALED    
 TP0734* NAVD 88     -      1044.031  (meters)    3425.29   (feet)  ADJUSTED  
 TP0734  ___________________________________________________________________
 TP0734  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 TP0734  DYNAMIC HT  -        1044.070 (meters)    3425.42  (feet)  COMP
 TP0734  MODELED GRAV-     980,612.5   (mgal)                       NAVD 88
 TP0734
 TP0734  VERT ORDER  -  SECOND    CLASS 0
 TP0734
 TP0734.The horizontal coordinates were scaled from a topographic map and have
 TP0734.an estimated accuracy of +/- 6 seconds.
 TP0734
 TP0734.The orthometric height was determined by differential leveling
 TP0734.and adjusted by the National Geodetic Survey in June 1991..
 TP0734
 TP0734.The geoid height was determined by GEOID03.
 TP0734
 TP0734.The dynamic height is computed by dividing the NAVD 88
 TP0734.geopotential number by the normal gravity value computed on the
 TP0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0734.degrees latitude (g = 980.6199 gals.).
 TP0734
 TP0734.The modeled gravity was interpolated from observed gravity values.
 TP0734
 TP0734;                    North         East    Units  Estimated Accuracy
 TP0734;SPC WA N     -   181,760.      575,120.      MT  (+/- 180 meters Scaled)
 TP0734
 TP0734                          SUPERSEDED SURVEY CONTROL
 TP0734
 TP0734  NGVD 29 (??/??/92) 1042.666  (m)         3420.81   (f) ADJ UNCH    2 0
 TP0734
 TP0734.Superseded values are not recommended for survey control.
 TP0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0734.See file dsdata.txt to determine how the superseded data were derived.
 TP0734
 TP0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP926901(NAD 83)
 TP0734_MARKER: Q = CHISELED SQUARE
 TP0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0734_SP_SET: BRIDGE CURB
 TP0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0734
 TP0734  HISTORY     - Date     Condition        Report By
 TP0734  HISTORY     - UNK      MONUMENTED       USGS
 TP0734  HISTORY     - 1959     GOOD             NGS
 TP0734
 TP0734                          STATION DESCRIPTION
 TP0734
 TP0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0734'6.05 MI NW FROM CONCONULLY.
 TP0734'6.05 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0734'CONCONULLY, ON TOP OF THE NORTH-NORTHWEST END OF THE EAST-NORTHEAST
 TP0734'CONCRETE CURB OF A LARGE CONCRETE BRIDGE OVER THE NORTH FORK OF SALMON
 TP0734'CREEK, 13 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 0.7 FOOT
 TP0734'SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST END OF THE CURB, AND ABOUT 1
 TP0734'FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1123 ***********************************************************************
 SX1123  DESIGNATION -  3426=BROMLEY
 SX1123  PID         -  SX1123
 SX1123  STATE/COUNTY-  WA/DOUGLAS
 SX1123  USGS QUAD   -  ROCK ISLAND (1975)
 SX1123
 SX1123                         *CURRENT SURVEY CONTROL
 SX1123  ___________________________________________________________________
 SX1123* NAD 83(1998)-  47 27 52.09641(N)    120 12 35.15630(W)     ADJUSTED  
 SX1123* NAVD 88     -      1044.4    (meters)    3427.     (feet)  GPS OBS   
 SX1123  ___________________________________________________________________
 SX1123  X           -  -2,173,920.424 (meters)                     COMP
 SX1123  Y           -  -3,733,705.321 (meters)                     COMP
 SX1123  Z           -   4,677,583.439 (meters)                     COMP
 SX1123  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 SX1123  ELLIP HEIGHT-        1024.95  (meters)          (07/05/01) GPS OBS
 SX1123  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 SX1123
 SX1123  HORZ ORDER  -  FIRST
 SX1123  ELLP ORDER  -  FOURTH    CLASS II
 SX1123
 SX1123.The horizontal coordinates were established by classical geodetic methods
 SX1123.and adjusted by the National Geodetic Survey in July 2001..
 SX1123.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1123.DATUM ITEM on the data sheet items page.
 SX1123
 SX1123.The orthometric height was determined by GPS observations and a
 SX1123.high-resolution geoid model.
 SX1123
 SX1123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1123
 SX1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1123
 SX1123.The ellipsoidal height was determined by GPS observations
 SX1123.and is referenced to NAD 83.
 SX1123
 SX1123.The geoid height was determined by GEOID03.
 SX1123
 SX1123;                    North         East     Units Scale Factor Converg.
 SX1123;SPC WA N     -    51,831.505   547,013.307   MT  1.00000682   +0 27 51.3
 SX1123;SPC WA N     -   170,050.53  1,794,659.49   sFT  1.00000682   +0 27 51.3
 SX1123;UTM  10      - 5,260,555.447   710,276.794   MT  1.00014341   +2 03 24.3
 SX1123
 SX1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1123!SPC WA N     -   0.99983937  x   1.00000682  =   0.99984619
 SX1123!UTM  10      -   0.99983937  x   1.00014341  =   0.99998276
 SX1123
 SX1123:                Primary Azimuth Mark                     Grid Az
 SX1123:SPC WA N     -  AIRWAY BEACON W 1                        137 52 08.8
 SX1123:UTM  10      -  AIRWAY BEACON W 1                        136 16 35.8
 SX1123
 SX1123|---------------------------------------------------------------------|
 SX1123| PID    Reference Object                     Distance      Geod. Az  |
 SX1123|                                                           dddmmss.s |
 SX1123| SX1120 AIRWAY BEACON W 1                   APPROX.15.1 KM 1382000.1 |
 SX1123| CF1158 BROMLEY RM 1                          6.786 METERS 15428     |
 SX1123| CF1159 BROMLEY RM 2                          6.052 METERS 21447     |
 SX1123| SX1135 WENATCHEE LAUNDRY STACK             APPROX. 8.8 KM 2395322.7 |
 SX1123| SX1136 WENATCHEE ST ANTHONY HOSP CROS      APPROX. 9.4 KM 2401808.4 |
 SX1123| SX1138 WENATCHEE AIRPORT AIRWAY BCN        APPROX. 5.0 KM 2492604.3 |
 SX1123| SX1140 WENATCHEE RADIO MAST                APPROX. 5.2 KM 2494910.4 |
 SX1123| SX1133 WENATCHEE STATE HWY S RAD MST       APPROX. 9.1 KM 2562024.5 |
 SX1123| SX1139 WENATCHEE VALLEY FOOD BLDG STK      APPROX. 9.1 KM 2574612.0 |
 SX1123| SX1137 WENATCHEE KPQ RADIO MAST            APPROX. 9.0 KM 2604942.5 |
 SX1123| SX1110 BADGER MOUNTAIN LOOKOUT TOWER       APPROX. 5.7 KM 3334658.4 |
 SX1123| CF1157 BROMLEY AZ MK                                      3494957.0 |
 SX1123|---------------------------------------------------------------------|
 SX1123
 SX1123                          SUPERSEDED SURVEY CONTROL
 SX1123
 SX1123  ELLIP H (01/21/94) 1025.06   (m)                       GP(       ) 4 1
 SX1123  ELLIP H (12/10/93) 1025.07   (m)                       GP(       ) 3 2
 SX1123  NAD 83(1991)-  47 27 52.09487(N)    120 12 35.15780(W) AD(       ) 1
 SX1123  NAD 83(1986)-  47 27 52.09846(N)    120 12 35.14205(W) AD(       ) 1
 SX1123  NAD 27      -  47 27 52.63900(N)    120 12 30.89300(W) AD(       ) 1
 SX1123  NGVD 29 (07/19/86) 1043.9    (m)         3425.     (f) VERT ANG       
 SX1123
 SX1123.Superseded values are not recommended for survey control.
 SX1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1123.See file dsdata.txt to determine how the superseded data were derived.
 SX1123
 SX1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1027760555(NAD 83)
 SX1123_MARKER: DB = BENCH MARK DISK
 SX1123_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SX1123_SP_SET: IRREGULAR CONCRETE MASS
 SX1123_STAMPING: WASH 3426 FEET
 SX1123_MARK LOGO: USGS  
 SX1123_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1123+STABILITY: POSITION/ELEVATION WELL
 SX1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1123+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1993
 SX1123
 SX1123  HISTORY     - Date     Condition        Report By
 SX1123  HISTORY     - UNK      MONUMENTED       USGS
 SX1123  HISTORY     - 1941     GOOD             USGS
 SX1123  HISTORY     - 1948     GOOD             CGS
 SX1123  HISTORY     - 1948     GOOD             CGS
 SX1123  HISTORY     - 1962     GOOD             CGS
 SX1123  HISTORY     - 1966     GOOD             CGS
 SX1123  HISTORY     - 1968     GOOD             CGS
 SX1123  HISTORY     - 19930412 GOOD             DCPW
 SX1123  HISTORY     - 19930412 GOOD             DCPW
 SX1123
 SX1123                          STATION DESCRIPTION
 SX1123
 SX1123'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (JCS)
 SX1123'STATION LOCATED ABOUT 5 MILES NE OF WENATCHEE ALONG THE WESTERN
 SX1123'RIM OF A PROMINENT TABLELAND OVERLOOKING THE CITY OF WENATCHEE,
 SX1123'
 SX1123'MARK IS ABOUT 25 FEET E OF A BLUFF AND 3 FEET E OF A ROCK CAIRN.
 SX1123'
 SX1123'THE STATION MARK IS ABOUT 25 FEET E OF THE EDGE OF THE BLUFF AND IS A
 SX1123'STANDARD U.S.G.S DISK SET IN A CONCRETE BLOCK, ABOUT 15 BY 12 INCHES
 SX1123'AND PROJECTS 1 INCH, STAMPED WASH 3426 FEET.
 SX1123'
 SX1123'REFERENCE MARKS ARE STANDARD U.S.C. AND G.S. BRONZE DISKS SET IN
 SX1123'DRILL HOLES IN OUTCROPPING BEDROCK.
 SX1123'
 SX1123'REFERENCE MARK NO.1 IS THE SAME HEIGHT AS THE STATION MARK,
 SX1123'PROJECTS 8 INCHES.  STAMPED BROMLEY USGS NO.1 1941.
 SX1123'
 SX1123'REFERENCE MARK NO.2 IS THE SAME HEIGHT AS THE STATION MARK,
 SX1123'PROJECTS 6 INCHES.  STAMPED BROMLEY USGS NO.2 1941.
 SX1123'
 SX1123'THE AZIMUTH MARK, A STANDARD U.S.C. AND G.S. BRONZE DISK SET IN
 SX1123'CONCRETE, IS 12 FEET E OF THE CENTER LINE
 SX1123'OF TRACK ROAD LEADING TO THE STATION, 4 FEET E OF A FENCE POST AND
 SX1123'1.5 FEET NW OF A 4- BY 4-INCH WHITE WITNESS POST, PROJECTS 8
 SX1123'INCHES.  STAMPED BROMLEY USGS 1941.
 SX1123'
 SX1123'TO REACH FROM WENATCHEE, GO E ACROSS THE COLUMBIA RIVER BRIDGE AND
 SX1123'CONTINUE STRAIGHT AHEAD E ON A PAVED ROAD FOR 0.6 MILE TO A
 SX1123'T-INTERSECTION.  TURN LEFT, N, AND FOLLOW THE MAIN-TRAVELED ROAD N
 SX1123'AND E 2.5 MILES TO FORKS.  KEEP ON RIGHT RIGHT FORK, MAIN-TRAVELED
 SX1123'ROAD, GO 4.8 MILES TO FORKS NEAR SUMMIT OF HILL. TAKE RIGHT FORK, GO
 SX1123'0.3 MILE TO FORKS.  TAKE RIGHT FORK, FO 1.0 MILE THENCE, TURN SHARP
 SX1123'RIGHT, SW AND GO 0.1 MILE TO EDGE OF RIM AND STATION.  A DRIVE
 SX1123'STATION.
 SX1123
 SX1123                          STATION RECOVERY (1948)
 SX1123
 SX1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SX1123'ALL MARKS WERE FOUND AS DESCRIBED AND THE ORIGINAL DESCRIPTION IS
 SX1123'EXCELLENT.  A DESCRIPTION FOLLOWS.
 SX1123'
 SX1123'THE STATION IS ON THE WESTERN RIM OF THE PLATEAU THAT OVERLOOKS
 SX1123'THE TOWN OF WENATCHEE.  IT IS ABOUT 5 MILES NORTHEAST OF THE TOWN
 SX1123'OF WENATCHEE AND ABOUT 3 MILES EAST-SOUTHEAST OF FANCHER AIRPORT.
 SX1123'
 SX1123'THE STATION MARK IS A STANDARD USGS BRONZE DISK THAT IS SET IN A
 SX1123'CONCRETE POST THAT IS ABOUT 12 BY 15 INCHES SQUARE AND PROJECTS
 SX1123'ABOVE THE SURFACE OF THE GROUND ABOUT 1 INCH.  IT IS ABOUT 115 FEET
 SX1123'WEST OF THE WEST EDGE OF THE CULTIVATED FIELD, 25 FEET EAST OF THE
 SX1123'EDGE OF THE RIM, AND 5 FEET EAST OF A CAIRN.  THE MARK IS STAMPED
 SX1123'WASH 3426 (FT.)
 SX1123'
 SX1123'REFERENCE MARK NUMBER 1, STAMPED BROMLEY USGS NO 1 1941, IS A
 SX1123'STANDARD REFERENCE MARK DISK THAT IS SET IN A DRILL HOLE IN
 SX1123'OUTCROPING BEDROCK THAT PROJECTS ABOUT 8 INCHES ABOVE THE
 SX1123'SURROUNDING SURFACE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SX1123'IT IS ABOUT 8 FEET EAST OF THE EDGE OF THE RIM.
 SX1123'
 SX1123'REFERENCE MARK NUMBER 2, STAMPED BROMLEY USGS NO 2 1941, IS A
 SX1123'STANDARD REFERENCE MARK DISK THAT IS SET IN A DRILL HOLE IN
 SX1123'OUTCROPING BEDROCK THAT PROJECTS ABOUT 6 INCHES ABOVE THE
 SX1123'SURROUNDING SURFACE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SX1123'IT IS ABOUT 3 FEET EAST OF THE EDGE OF THE RIM.
 SX1123'
 SX1123'THE AZIMUTH MARK, STAMPED BROMLEY USGS 1941, IS A STANDARD AZIMUTH
 SX1123'MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH CONCRETE BLOCK
 SX1123'THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 12 FEET EAST
 SX1123'OF THE TRACK ROAD THAT LEADS TO THE STATION, 4 FEET EAST OF A
 SX1123'FENCE POST, AND 1-1/2 FEET NORTHWEST OF A WHITE WITNESS POST.
 SX1123'
 SX1123'TO REACH THE STATION FROM THE EAST AND OF THE COLUMBIA RIVER BRIDGE
 SX1123'IN EAST WENATCHEE, GO EAST UP THE HILL PAST THE HIGH SCHOOL FOR
 SX1123'0.6 MILE TO A T INTERSECTION.  TURN LEFT, NORTH, AND FOLLOW THE
 SX1123'MAIN TRAVELED ROAD 2.5 MILES TO A FORKS.  TAKE THE RIGHT FORK FOR
 SX1123'4.8 MILES TO A FORKS NEAR THE SUMMIT OF THE HILL.  TAKE THE RIGHT
 SX1123'FORK FOR 0.3 MILE TO A REVERSE Y FORK.  CONTINUE ON THE MAIN TRAVELED
 SX1123'ROAD, BEARING SLIGHTLY RIGHT, FOR 1.0 MILE.  THEN BEAR SHARP RIGHT
 SX1123'ACROSS THE FIELD FOR 0.1 MILE TO THE EDGE OF THE RIM AND THE
 SX1123'STATION.
 SX1123
 SX1123                          STATION RECOVERY (1948)
 SX1123
 SX1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 SX1123'THE STATION WAS RECOVERED AS DESCRIBED ORIGINALLY IN 1941 AND
 SX1123'ACCORDING TO THE RECOVERY NOTE SUBMITTED IN 1948.  THE INFORMATION
 SX1123'CONTAINED IN THE TWO PREVIOUS DESCRIPTIONS IS COMPLETELY ADEQUATE.
 SX1123'THE STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND APPARENTLY
 SX1123'UNDISTURBED AND IN GOOD CONDITION.
 SX1123
 SX1123                          STATION RECOVERY (1962)
 SX1123
 SX1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 SX1123'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 SX1123'GOOD CONDITION.  THE AZIMUTH WAS NOT SEARCHED FOR.
 SX1123
 SX1123                          STATION RECOVERY (1966)
 SX1123
 SX1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SX1123'THE STATION IS ABOUT 7 MILES NORTH-NORTHWEST OF ROCK ISLAND, 6
 SX1123'MILES NORTHEAST OF WENATCHEE, ON THE WESTERN RIM OF THE PLATEAU THAT
 SX1123'OVERLOOKS THE TOWN OF WENATCHEE AND IN SECTION 21, T23N, R21E.
 SX1123'THERE IS A PERPENDICULAR SOLID ROCK CLIFF ALONG THE WESTERN SIDE OF
 SX1123'THE PLATEAU AND THE STATION IS ABOUT 9 YARDS NORTHEAST OF A POINT
 SX1123'ALONG THE CLIFF WHERE A LARGE ROCK PINNACLE RAISES FROM THE BASE OF
 SX1123'THE BLUFF TO LEVEL WITH THE TOP OF THE BLUFF.  THE PINNACLE IS
 SX1123'FASTENED TO THE BLUFF AT THE BOTTOM, BUT IS SEPERATED FROM IT
 SX1123'ABOUT 6 FEET BELOW THE TOP OF THE BLUFF.
 SX1123'
 SX1123'STATION MARK IS A U. S. GEOLOGICAL SURVEY B.M. DISK, STAMPED WASH
 SX1123'3426, SET IN A 12 X 15-INCH CONCRETE POST WHICH PROJECTS 2 INCHES.
 SX1123'IT IS ABOUT 200 YARDS NORTHWEST OF A SMALL WHITE BUILDING AND
 SX1123'50-FOOT STEEL TOWER WITH REFLECTORS, 50 YARDS WEST OF THE WEST EDGE
 SX1123'OF A CULTIVATED FIELD AND 6 YARDS EAST OF THE EDGE OF THE BLUFF.
 SX1123'
 SX1123'REFERENCE MARK NO. 1, STAMPED BROMLEY USGS NO 1 1941, IS A STANDARD
 SX1123'DISK SET IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 INCHES.  IT
 SX1123'IS 7 YARDS SOUTH OF THE PINNACLE AND 6 FEET EAST OF THE BLUFF.
 SX1123'
 SX1123'REFERENCE MARK NO. 2, STAMPED BROMLEY USGS NO 2 1941, IS A STANDARD
 SX1123'DISK SET IN THE BEDROCK WHICH FORMS THE BLUFF, 6 FEET EAST OF THE
 SX1123'PINNACLE.
 SX1123'
 SX1123'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 SX1123'
 SX1123'REACHED FROM THE EAST END OF THE BRIDGE BETWEEN WENATCHEE AND EAST
 SX1123'WENATCHEE BY GOING SOUTHEAST (TOWARD EPHRATA) FOR 0.3 MILE TO A
 SX1123'TRAFFIC LIGHT, TURN LEFT AND GO EAST ON GRANT ROAD FOR 0.35 MILE TO
 SX1123'AN INTERSECTION WHERE HIGHLINE DRIVE GOES SOUTH AND EASTMONT AVE.
 SX1123'GOES NORTH.  TURN LEFT AND FOLLOW EASTMONT AVENUE (WHICH BECOMES A
 SX1123'BLACKTOP ROAD GOING NORTHEAST, UPHILL) 3.6 MILES TO A Y NEAR THE
 SX1123'AIRPORT, KEEP RIGHT FORK AND FOLLOW THE BLACKTOP ROAD 5.8 MILES TO A
 SX1123'Y AT THE TOP OF THE RIM, KEEP RIGHT ON GRAVEL ROAD, GO SOUTH
 SX1123'0.2 MILE, THEN EAST 0.8 MILE TO A ROAD RIGHT, TURN RIGHT AND GO
 SX1123'SOUTH 1.0 MILE TO A POINT WHERE THE ROAD TURNS LEFT, TURN RIGHT,
 SX1123'PASS THROUGH A GATE AND GO WEST 0.55 MILE TO A SMALL WHITE BUILDING
 SX1123'AND STEEL TOWER, CONTINUE NORTHWEST ABOUT 200 YARDS TO THE PINNACLE
 SX1123'ALONG THE BLUFF AND THE STATION.
 SX1123
 SX1123                          STATION RECOVERY (1968)
 SX1123
 SX1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CLH)
 SX1123'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SX1123'CONDITION AS ORIGINALLY DESCRIBED.  NO SEARCH WAS MADE FOR THE
 SX1123'AZIMUTH MARK.
 SX1123'
 SX1123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 5 MILES NE OF
 SX1123'WENATCHEE.
 SX1123
 SX1123                          STATION RECOVERY (1993)
 SX1123
 SX1123'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1123'RECOVERED IN GOOD CONDITION.
 SX1123
 SX1123                          STATION RECOVERY (1993)
 SX1123
 SX1123'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB0693 ***********************************************************************
 RB0693  DESIGNATION -  347.984
 RB0693  PID         -  RB0693
 RB0693  STATE/COUNTY-  WA/BENTON
 RB0693  USGS QUAD   -  UMATILLA (1993)
 RB0693
 RB0693                         *CURRENT SURVEY CONTROL
 RB0693  ___________________________________________________________________
 RB0693* NAD 83(1986)-  45 56 26.     (N)    119 17 56.     (W)     SCALED    
 RB0693* NAVD 88     -       107.065  (meters)     351.26   (feet)  ADJUSTED  
 RB0693  ___________________________________________________________________
 RB0693  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 RB0693  DYNAMIC HT  -         107.066 (meters)     351.27  (feet)  COMP
 RB0693  MODELED GRAV-     980,621.5   (mgal)                       NAVD 88
 RB0693
 RB0693  VERT ORDER  -  FIRST     CLASS II
 RB0693
 RB0693.The horizontal coordinates were scaled from a topographic map and have
 RB0693.an estimated accuracy of +/- 6 seconds.
 RB0693
 RB0693.The orthometric height was determined by differential leveling
 RB0693.and adjusted by the National Geodetic Survey in June 1991..
 RB0693
 RB0693.The geoid height was determined by GEOID03.
 RB0693
 RB0693.The dynamic height is computed by dividing the NAVD 88
 RB0693.geopotential number by the normal gravity value computed on the
 RB0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0693.degrees latitude (g = 980.6199 gals.).
 RB0693
 RB0693.The modeled gravity was interpolated from observed gravity values.
 RB0693
 RB0693;                    North         East    Units  Estimated Accuracy
 RB0693;SPC WA S     -    68,200.      593,140.      MT  (+/- 180 meters Scaled)
 RB0693
 RB0693                          SUPERSEDED SURVEY CONTROL
 RB0693
 RB0693  NGVD 29 (??/??/92)  106.064  (m)          347.98   (f) ADJ UNCH    1 2
 RB0693
 RB0693.Superseded values are not recommended for survey control.
 RB0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0693.See file dsdata.txt to determine how the superseded data were derived.
 RB0693
 RB0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL218900(NAD 83)
 RB0693_MARKER: DD = SURVEY DISK
 RB0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0693_SP_SET: NAVIGATION LOCK WALL
 RB0693_STAMPING: 347.984
 RB0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0693
 RB0693  HISTORY     - Date     Condition        Report By
 RB0693  HISTORY     - UNK      MONUMENTED       DOD
 RB0693  HISTORY     - 1951     GOOD             NGS
 RB0693  HISTORY     - 1968     GOOD             NGS
 RB0693
 RB0693                          STATION DESCRIPTION
 RB0693
 RB0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0693'IN MCNARY DAM.
 RB0693'AT MCNARY DAM, BENTON COUNTY, 34 FEET EAST OF THE EAST EDGE OF THE
 RB0693'BASCULE BRIDGE, ON THE NORTH WALL OF THE NAVIGATION LOCK, 3 FEET NORTH
 RB0693'OF THE INSIDE FACE OF THE WALL, AND FLUSH WITH THE TOP OF THE WALL. A
 RB0693'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 347.984.
 RB0693
 RB0693                          STATION RECOVERY (1968)
 RB0693
 RB0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RB0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1542 ***********************************************************************
 SA1542  DESIGNATION -  35 80
 SA1542  PID         -  SA1542
 SA1542  STATE/COUNTY-  WA/GRANT
 SA1542  USGS QUAD   -  ROYAL CITY (1986)
 SA1542
 SA1542                         *CURRENT SURVEY CONTROL
 SA1542  ___________________________________________________________________
 SA1542* NAD 83(1986)-  46 55 42.     (N)    119 37 55.     (W)     SCALED    
 SA1542* NAVD 88     -       319.691  (meters)    1048.85   (feet)  ADJUSTED  
 SA1542  ___________________________________________________________________
 SA1542  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 SA1542  DYNAMIC HT  -         319.710 (meters)    1048.92  (feet)  COMP
 SA1542  MODELED GRAV-     980,664.2   (mgal)                       NAVD 88
 SA1542
 SA1542  VERT ORDER  -  SECOND    CLASS 0
 SA1542
 SA1542.The horizontal coordinates were scaled from a topographic map and have
 SA1542.an estimated accuracy of +/- 6 seconds.
 SA1542
 SA1542.The orthometric height was determined by differential leveling
 SA1542.and adjusted by the National Geodetic Survey in June 1991..
 SA1542
 SA1542.The geoid height was determined by GEOID03.
 SA1542
 SA1542.The dynamic height is computed by dividing the NAVD 88
 SA1542.geopotential number by the normal gravity value computed on the
 SA1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1542.degrees latitude (g = 980.6199 gals.).
 SA1542
 SA1542.The modeled gravity was interpolated from observed gravity values.
 SA1542
 SA1542;                    North         East    Units  Estimated Accuracy
 SA1542;SPC WA S     -   177,650.      566,100.      MT  (+/- 180 meters Scaled)
 SA1542
 SA1542                          SUPERSEDED SURVEY CONTROL
 SA1542
 SA1542  NGVD 29 (??/??/92)  318.597  (m)         1045.26   (f) ADJ UNCH    2 0
 SA1542
 SA1542.Superseded values are not recommended for survey control.
 SA1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1542.See file dsdata.txt to determine how the superseded data were derived.
 SA1542
 SA1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN996005(NAD 83)
 SA1542_MARKER: Z = SEE DESCRIPTION
 SA1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1542+STABILITY: SURFACE MOTION
 SA1542
 SA1542  HISTORY     - Date     Condition        Report By
 SA1542  HISTORY     - UNK      MONUMENTED       BOR
 SA1542  HISTORY     - 1959     GOOD             NGS
 SA1542  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA1542
 SA1542                          STATION DESCRIPTION
 SA1542
 SA1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SA1542'8.75 MI W FROM ROYAL CAMP.
 SA1542'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE U.S. BUREAU OF
 SA1542'RECLAMATION OFFICE AT ROYAL CAMP, THENCE 3.6 MILES WEST ALONG 12 ROAD
 SA1542'SW, THENCE 1.0 MILE NORTH ALONG C ROAD SW, THENCE 3.65 MILES WEST
 SA1542'ALONG 11 ROAD SW, AT THE EAST END OF A CUT, 194 FEET WEST OF THE
 SA1542'CENTER OF THE CROSSING OF A LARGE IRRIGATION DITCH, 30 FEET NORTH OF
 SA1542'THE CENTER LINE OF THE ROAD, 37 FEET EAST OF A POWER POLE, AN ALUMINUM
 SA1542'CAP IN THE TOP OF A 4- BY 4-INCH CONCRETE POST PROJECTING 2 1/2 FEET
 SA1542'ABOVE THE GROUND, AND MARKED BY THE BLACK PAINTED LETTERS WC 35 80 SE
 SA1542
 SA1542                          STATION RECOVERY (1967)
 SA1542
 SA1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0645 ***********************************************************************
 RD0645  DESIGNATION -  35 B 11
 RD0645  PID         -  RD0645
 RD0645  STATE/COUNTY-  WA/COWLITZ
 RD0645  USGS QUAD   -  ST HELENS (1990)
 RD0645
 RD0645                         *CURRENT SURVEY CONTROL
 RD0645  ___________________________________________________________________
 RD0645* NAD 83(1986)-  45 51 54.     (N)    122 45 05.     (W)     SCALED    
 RD0645* NAVD 88     -        11.491  (meters)      37.70   (feet)  ADJUSTED  
 RD0645  ___________________________________________________________________
 RD0645  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 RD0645  DYNAMIC HT  -          11.492 (meters)      37.70  (feet)  COMP
 RD0645  MODELED GRAV-     980,650.4   (mgal)                       NAVD 88
 RD0645  OBS GRAVITY -     980,653.7   (mgal)                       GRAV_OBS
 RD0645
 RD0645  VERT ORDER  -  FIRST     CLASS II
 RD0645
 RD0645.The horizontal coordinates were scaled from a topographic map and have
 RD0645.an estimated accuracy of +/- 6 seconds.
 RD0645
 RD0645.The orthometric height was determined by differential leveling
 RD0645.and adjusted by the National Geodetic Survey in June 1991..
 RD0645
 RD0645.The geoid height was determined by GEOID03.
 RD0645
 RD0645.The dynamic height is computed by dividing the NAVD 88
 RD0645.geopotential number by the normal gravity value computed on the
 RD0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0645.degrees latitude (g = 980.6199 gals.).
 RD0645
 RD0645.The modeled gravity was interpolated from observed gravity values.
 RD0645.The observed gravity was obtained from relative gravimeter ties
 RD0645.to the IGSN71 gravity network.
 RD0645
 RD0645;                    North         East    Units  Estimated Accuracy
 RD0645;SPC WA S     -    61,590.      325,200.      MT  (+/- 180 meters Scaled)
 RD0645
 RD0645                          SUPERSEDED SURVEY CONTROL
 RD0645
 RD0645  NGVD 29 (??/??/92)   10.548  (m)           34.61   (f) ADJ UNCH    1 2
 RD0645
 RD0645.Superseded values are not recommended for survey control.
 RD0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0645.See file dsdata.txt to determine how the superseded data were derived.
 RD0645
 RD0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER192790(NAD 83)
 RD0645_MARKER: DD = SURVEY DISK
 RD0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0645_SP_SET: ABUTMENT
 RD0645_STAMPING: 35 1914 B 11. 34.196 FT
 RD0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0645+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 RD0645
 RD0645  HISTORY     - Date     Condition        Report By
 RD0645  HISTORY     - 1914     MONUMENTED       USGS
 RD0645  HISTORY     - 1945     GOOD             NGS
 RD0645  HISTORY     - 20060207 GOOD             USPSQD
 RD0645
 RD0645                          STATION DESCRIPTION
 RD0645
 RD0645'DESCRIBED BY US GEOLOGICAL SURVEY 1914
 RD0645'2.5 MI S FROM WOODLAND.
 RD0645'2 1/2 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM WOODLAND,
 RD0645'COWLITZ COUNTY, AT THE STEEL DRAW-BRIDGE OVER LEWIS RIVER, IN THE TOP
 RD0645'OF THE EAST END OF THE NORTH CONCRETE ABUTMENT, 6 1/2 FEET NORTH OF
 RD0645'THE FACE OF THE ABUTMENT, AND 11 FEET EAST OF THE CENTER LINE OF THE
 RD0645'EAST DOUBLE TRACK.  A STANDARD BRONZE DISK, STAMPED 34.196 FT 35 1914
 RD0645'B 11.
 RD0645
 RD0645                          STATION RECOVERY (1945)
 RD0645
 RD0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 RD0645'RECOVERED IN GOOD CONDITION.
 RD0645
 RD0645                          STATION RECOVERY (2006)
 RD0645
 RD0645'RECOVERY NOTE BY US POWER SQUADRON 2006
 RD0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0178 ***********************************************************************
 SB0178  DESIGNATION -  35 TR USGS
 SB0178  PID         -  SB0178
 SB0178  STATE/COUNTY-  WA/YAKIMA
 SB0178  USGS QUAD   -  BLACK ROCK SPRING (1953)
 SB0178
 SB0178                         *CURRENT SURVEY CONTROL
 SB0178  ___________________________________________________________________
 SB0178* NAD 83(1986)-  46 36 58.     (N)    120 02 12.     (W)     SCALED    
 SB0178* NAVD 88     -       816.931  (meters)    2680.21   (feet)  ADJUSTED  
 SB0178  ___________________________________________________________________
 SB0178  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 SB0178  DYNAMIC HT  -         816.878 (meters)    2680.04  (feet)  COMP
 SB0178  MODELED GRAV-     980,521.6   (mgal)                       NAVD 88
 SB0178
 SB0178  VERT ORDER  -  SECOND    CLASS 0
 SB0178
 SB0178.The horizontal coordinates were scaled from a topographic map and have
 SB0178.an estimated accuracy of +/- 6 seconds.
 SB0178
 SB0178.The orthometric height was determined by differential leveling
 SB0178.and adjusted by the National Geodetic Survey in June 1991..
 SB0178
 SB0178.The geoid height was determined by GEOID03.
 SB0178
 SB0178.The dynamic height is computed by dividing the NAVD 88
 SB0178.geopotential number by the normal gravity value computed on the
 SB0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0178.degrees latitude (g = 980.6199 gals.).
 SB0178
 SB0178.The modeled gravity was interpolated from observed gravity values.
 SB0178
 SB0178;                    North         East    Units  Estimated Accuracy
 SB0178;SPC WA S     -   142,690.      535,490.      MT  (+/- 180 meters Scaled)
 SB0178
 SB0178                          SUPERSEDED SURVEY CONTROL
 SB0178
 SB0178  NGVD 29 (??/??/92)  815.794  (m)         2676.48   (f) ADJ UNCH    2 0
 SB0178
 SB0178.Superseded values are not recommended for survey control.
 SB0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0178.See file dsdata.txt to determine how the superseded data were derived.
 SB0178
 SB0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS268667(NAD 83)
 SB0178_MARKER: DD = SURVEY DISK
 SB0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0178_STAMPING: 35 TR 2676 1936
 SB0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0178+STABILITY: SURFACE MOTION
 SB0178
 SB0178  HISTORY     - Date     Condition        Report By
 SB0178  HISTORY     - 1936     MONUMENTED       USGS
 SB0178  HISTORY     - 1949     GOOD             NGS
 SB0178
 SB0178                          STATION DESCRIPTION
 SB0178
 SB0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0178'IN PHILLIPS AND HAGERTY RANCH.
 SB0178'AT PHILLIPS AND HAGERTY RANCH HEADQUARTERS (FORMER COFFIN RANCH
 SB0178'HEADQUARTERS), ABOUT 0.1 MILE SOUTHEAST OF A WOODEN BRIDGE OVER A
 SB0178'SMALL CREEK, 0.1 MILE SOUTHWEST OF THE RANCHHOUSE, ABOUT 106 YARDS
 SB0178'SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 38 YARDS SOUTH OF THE
 SB0178'CENTER OF A SMALL CREEK, 10.5 FEET EAST OF THE NORTHWEST CORNER OF A
 SB0178'CORRUGATED METAL GRANARY, AND SET IN THE TOP OF A CONCRETE POST
 SB0178'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0152 ***********************************************************************
 RC0152  DESIGNATION -  350 M
 RC0152  PID         -  RC0152
 RC0152  STATE/COUNTY-  WA/KLICKITAT
 RC0152  USGS QUAD   -  SUNDALE NW (1971)
 RC0152
 RC0152                         *CURRENT SURVEY CONTROL
 RC0152  ___________________________________________________________________
 RC0152* NAD 83(1986)-  45 42 11.     (N)    120 27 40.     (W)     SCALED    
 RC0152* NAVD 88     -        91.877  (meters)     301.43   (feet)  ADJUSTED  
 RC0152  ___________________________________________________________________
 RC0152  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RC0152  DYNAMIC HT  -          91.875 (meters)     301.43  (feet)  COMP
 RC0152  MODELED GRAV-     980,591.1   (mgal)                       NAVD 88
 RC0152
 RC0152  VERT ORDER  -  SECOND    CLASS 0
 RC0152
 RC0152.The horizontal coordinates were scaled from a topographic map and have
 RC0152.an estimated accuracy of +/- 6 seconds.
 RC0152
 RC0152.The orthometric height was determined by differential leveling
 RC0152.and adjusted by the National Geodetic Survey in June 1991..
 RC0152
 RC0152.The geoid height was determined by GEOID03.
 RC0152
 RC0152.The dynamic height is computed by dividing the NAVD 88
 RC0152.geopotential number by the normal gravity value computed on the
 RC0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0152.degrees latitude (g = 980.6199 gals.).
 RC0152
 RC0152.The modeled gravity was interpolated from observed gravity values.
 RC0152
 RC0152;                    North         East    Units  Estimated Accuracy
 RC0152;SPC WA S     -    41,100.      503,030.      MT  (+/- 180 meters Scaled)
 RC0152
 RC0152                          SUPERSEDED SURVEY CONTROL
 RC0152
 RC0152  NGVD 29 (??/??/92)   90.883  (m)          298.17   (f) ADJ UNCH    2 0
 RC0152
 RC0152.Superseded values are not recommended for survey control.
 RC0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0152.See file dsdata.txt to determine how the superseded data were derived.
 RC0152
 RC0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR976641(NAD 83)
 RC0152_MARKER: DD = SURVEY DISK
 RC0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0152_SP_SET: BRIDGE
 RC0152_STAMPING: 350-M 1963
 RC0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0152
 RC0152  HISTORY     - Date     Condition        Report By
 RC0152  HISTORY     - 1963     MONUMENTED       DOD
 RC0152  HISTORY     - 1968     GOOD             NGS
 RC0152  HISTORY     - 20040524 GOOD             USPSQD
 RC0152
 RC0152                          STATION DESCRIPTION
 RC0152
 RC0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0152'20.15 MI E FROM MARYHILL.
 RC0152'1.4 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPOKANE, PORTLAND AND
 RC0152'SEATTLE RAILWAY STATION AT MARYHILL, THENCE 18.75 MILES EAST ALONG
 RC0152'STATE HIGHWAY 14, IN THE TOP AND 1.0 FOOT EAST OF THE WEST END OF THE
 RC0152'SOUTH CONCRETE CURB OF A CONCRETE BRIDGE OVER ROCK CREEK, 15 FEET
 RC0152'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 RC0152'THE HIGHWAY.
 RC0152
 RC0152                          STATION RECOVERY (2004)
 RC0152
 RC0152'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RC0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0200 ***********************************************************************
 RC0200  DESIGNATION -  350 N
 RC0200  PID         -  RC0200
 RC0200  STATE/COUNTY-  WA/KLICKITAT
 RC0200  USGS QUAD   -  ARLINGTON (1971)
 RC0200
 RC0200                         *CURRENT SURVEY CONTROL
 RC0200  ___________________________________________________________________
 RC0200* NAD 83(1986)-  45 44 58.     (N)    120 12 01.     (W)     SCALED    
 RC0200* NAVD 88     -        89.721  (meters)     294.36   (feet)  ADJUSTED  
 RC0200  ___________________________________________________________________
 RC0200  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RC0200  DYNAMIC HT  -          89.719 (meters)     294.35  (feet)  COMP
 RC0200  MODELED GRAV-     980,593.6   (mgal)                       NAVD 88
 RC0200
 RC0200  VERT ORDER  -  SECOND    CLASS 0
 RC0200
 RC0200.The horizontal coordinates were scaled from a topographic map and have
 RC0200.an estimated accuracy of +/- 6 seconds.
 RC0200
 RC0200.The orthometric height was determined by differential leveling
 RC0200.and adjusted by the National Geodetic Survey in June 1991..
 RC0200
 RC0200.The geoid height was determined by GEOID03.
 RC0200
 RC0200.The dynamic height is computed by dividing the NAVD 88
 RC0200.geopotential number by the normal gravity value computed on the
 RC0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0200.degrees latitude (g = 980.6199 gals.).
 RC0200
 RC0200.The modeled gravity was interpolated from observed gravity values.
 RC0200
 RC0200;                    North         East    Units  Estimated Accuracy
 RC0200;SPC WA S     -    46,300.      523,320.      MT  (+/- 180 meters Scaled)
 RC0200
 RC0200                          SUPERSEDED SURVEY CONTROL
 RC0200
 RC0200  NGVD 29 (??/??/92)   88.72   (m)          291.1    (f) COMPUTED    2 0
 RC0200
 RC0200.Superseded values are not recommended for survey control.
 RC0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0200.See file dsdata.txt to determine how the superseded data were derived.
 RC0200
 RC0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR177700(NAD 83)
 RC0200_MARKER: DD = SURVEY DISK
 RC0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0200_SP_SET: BRIDGE CURB
 RC0200_STAMPING: 350 N 1963
 RC0200_MARK LOGO: USE   
 RC0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC0200+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1991
 RC0200
 RC0200  HISTORY     - Date     Condition        Report By
 RC0200  HISTORY     - 1963     MONUMENTED       DOD
 RC0200  HISTORY     - 1968     GOOD             NGS
 RC0200  HISTORY     - 1989     GOOD             USPSQD
 RC0200  HISTORY     - 19910410 GOOD             WADT
 RC0200
 RC0200                          STATION DESCRIPTION
 RC0200
 RC0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0200'0.95 MI E FROM ROOSEVELT.
 RC0200'0.95 MILE EAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 RC0200'ROOSEVELT, 0.35 MILE WEST OF THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RC0200'STATION, AT THE JUNCTION OF A ROAD TO BRICKLETON AND MABTON, AT
 RC0200'MILEPOST 134, IN THE TOP AND 1.0 FOOT WEST OF THE EAST END OF THE
 RC0200'SOUTH CONCRETE CURB OF A CONCRETE BRIDGE OVER WOOD CREEK, 14 FEET
 RC0200'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 RC0200'THE HIGHWAY.
 RC0200
 RC0200                          STATION RECOVERY (1989)
 RC0200
 RC0200'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0200'RECOVERED IN GOOD CONDITION.
 RC0200
 RC0200                          STATION RECOVERY (1991)
 RC0200
 RC0200'RECOVERY NOTE BY WA DEPT OF TRANSP 1991
 RC0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2746 ***********************************************************************
 RC2746  DESIGNATION -  350 N RESET
 RC2746  PID         -  RC2746
 RC2746  STATE/COUNTY-  WA/KLICKITAT
 RC2746  USGS QUAD   -  ARLINGTON (1971)
 RC2746
 RC2746                         *CURRENT SURVEY CONTROL
 RC2746  ___________________________________________________________________
 RC2746* NAD 83(1986)-  45 44 58.     (N)    120 12 01.     (W)     SCALED    
 RC2746* NAVD 88     -        89.74   (meters)     294.4    (feet)  RESET     
 RC2746  ___________________________________________________________________
 RC2746  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RC2746
 RC2746  VERT ORDER  -  THIRD
 RC2746
 RC2746.The horizontal coordinates were scaled from a topographic map and have
 RC2746.an estimated accuracy of +/- 6 seconds.
 RC2746
 RC2746.The orthometric height was computed from unverified reset data.
 RC2746.No vertical observational check was made to the station.
 RC2746
 RC2746.The geoid height was determined by GEOID03.
 RC2746
 RC2746;                    North         East    Units  Estimated Accuracy
 RC2746;SPC WA S     -    46,300.      523,320.      MT  (+/- 180 meters Scaled)
 RC2746
 RC2746                          SUPERSEDED SURVEY CONTROL
 RC2746
 RC2746.No superseded survey control is available for this station.
 RC2746
 RC2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR177700(NAD 83)
 RC2746_MARKER: DV = VERTICAL CONTROL DISK
 RC2746_SETTING: 66 = SET IN ROCK OUTCROP
 RC2746_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RC2746_STAMPING: 350 N RESET 1991
 RC2746_MARK LOGO: NGS   
 RC2746_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC2746+STABILITY: POSITION/ELEVATION WELL
 RC2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC2746+SATELLITE: SATELLITE OBSERVATIONS - 1991
 RC2746
 RC2746  HISTORY     - Date     Condition        Report By
 RC2746  HISTORY     - 1991     MONUMENTED       WADT
 RC2746
 RC2746                          STATION DESCRIPTION
 RC2746
 RC2746'DESCRIBED BY WA DEPT OF TRANSP 1991
 RC2746'THE STATION IS LOCATED ABOUT 48.3 KM (30.0 MI) EAST-SOUTHEAST OF
 RC2746'GOLDENDALE, 1.6 KM (1.0 MI) WET OF ROOSEVELT AND ON RIGHT-OF-WAY FOR
 RC2746'STATE ROUTE 14.
 RC2746'TO REACH FROM THE GRAIN ELEVATORS IN ROOSEVELT, GO WEST ON STATE ROUTE
 RC2746'14 FOR 0.56 KM (0.35 MI) TO THE STATION ON THE RIGHT, JUST BEFORE
 RC2746'REACHING A BRIDGE,  IN A ROCK OUTCROP,   19.8 M
 RC2746'(65.0 FT) NORTH OF THE CENTER OF STATE ROUTE 14, 28.0 M (91.9 FT)
 RC2746'NORTHEAST OF THE NORTHEAST CORNER OF THE PAVEMENT SEAT FOR THE BRIDGE,
 RC2746'11.7 M (38.4 FT) SOUTH OF AN INTERIOR FENCE CORNER, 5.6 M (18.4 FT)
 RC2746'SOUTHWEST OF AN EXTERIOR FENCE CORNER AND 0.5 M (1.6 FT) SOTHWEST OF A
 RC2746'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0874 ***********************************************************************
 SA0874  DESIGNATION -  350 T
 SA0874  PID         -  SA0874
 SA0874  STATE/COUNTY-  WA/FRANKLIN
 SA0874  USGS QUAD   -  PASCO (1992)
 SA0874
 SA0874                         *CURRENT SURVEY CONTROL
 SA0874  ___________________________________________________________________
 SA0874* NAD 83(1986)-  46 13 07.     (N)    119 05 40.     (W)     SCALED    
 SA0874* NAVD 88     -       107.542  (meters)     352.83   (feet)  ADJUSTED  
 SA0874  ___________________________________________________________________
 SA0874  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SA0874  DYNAMIC HT  -         107.546 (meters)     352.84  (feet)  COMP
 SA0874  MODELED GRAV-     980,650.4   (mgal)                       NAVD 88
 SA0874
 SA0874  VERT ORDER  -  FIRST     CLASS II
 SA0874
 SA0874.The horizontal coordinates were scaled from a topographic map and have
 SA0874.an estimated accuracy of +/- 6 seconds.
 SA0874
 SA0874.The orthometric height was determined by differential leveling
 SA0874.and adjusted by the National Geodetic Survey in June 1991..
 SA0874
 SA0874.The geoid height was determined by GEOID03.
 SA0874
 SA0874.The dynamic height is computed by dividing the NAVD 88
 SA0874.geopotential number by the normal gravity value computed on the
 SA0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0874.degrees latitude (g = 980.6199 gals.).
 SA0874
 SA0874.The modeled gravity was interpolated from observed gravity values.
 SA0874
 SA0874;                    North         East    Units  Estimated Accuracy
 SA0874;SPC WA S     -    99,360.      608,440.      MT  (+/- 180 meters Scaled)
 SA0874
 SA0874                          SUPERSEDED SURVEY CONTROL
 SA0874
 SA0874  NGVD 29 (??/??/92)  106.52   (m)          349.5    (f) COMPUTED    1 2
 SA0874
 SA0874.Superseded values are not recommended for survey control.
 SA0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0874.See file dsdata.txt to determine how the superseded data were derived.
 SA0874
 SA0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM384204(NAD 83)
 SA0874_MARKER: DD = SURVEY DISK
 SA0874_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0874_SP_SET: ABUTMENT
 SA0874_STAMPING: 350T
 SA0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0874
 SA0874  HISTORY     - Date     Condition        Report By
 SA0874  HISTORY     - UNK      MONUMENTED       USGS
 SA0874  HISTORY     - 1951     GOOD             NGS
 SA0874  HISTORY     - 20060819 POOR             GEOCAC
 SA0874
 SA0874                          STATION DESCRIPTION
 SA0874
 SA0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 SA0874'1.3 MI SW FROM PASCO.
 SA0874'1.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0874'STATION AT PASCO, AT THE NORTHEAST END OF THE RAILWAY BRIDGE OVER THE
 SA0874'COLUMBIA RIVER, IN THE TOP OF THE SOUTHEAST END OF THE FIRST CONCRETE
 SA0874'PIER SOUTHWEST OF THE NORTHEAST ABUTMENT, 7.5 FEET SOUTHEAST OF THE
 SA0874'SOUTHEAST RAIL, AND ABOUT 7 1/2 FEET LOWER THAN THE TRACK.
 SA0874
 SA0874                          STATION RECOVERY (2006)
 SA0874
 SA0874'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 SA0874'EDGES OF STATION COULD BE SEEN BUT NOT IDENTIFIED POSITIVELY.  STATION
 SA0874'IS BARELY VISIBLE UNDER RR TIE BUT IS LOCATED EXACTLY AS DESCRIBED.
 SA0874' 
 SA0874'HANDHELD GPS N46 13.127 W119 05.671
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0319 ***********************************************************************
 TP0319  DESIGNATION -  35/37
 TP0319  PID         -  TP0319
 TP0319  STATE/COUNTY-  WA/FERRY
 TP0319  USGS QUAD   -  WAUCONDA SUMMIT (1988)
 TP0319
 TP0319                         *CURRENT SURVEY CONTROL
 TP0319  ___________________________________________________________________
 TP0319* NAD 83(1986)-  48 39 35.     (N)    118 59 46.     (W)     SCALED    
 TP0319* NAVD 88     -       942.08   (+/-2cm)    3090.8    (feet)  VERTCON   
 TP0319  ___________________________________________________________________
 TP0319  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 TP0319
 TP0319  VERT ORDER  -  ? (See Below)
 TP0319
 TP0319.The horizontal coordinates were scaled from a topographic map and have
 TP0319.an estimated accuracy of +/- 6 seconds.
 TP0319
 TP0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0319.The vertical order pertains to the NGVD 29 superseded value.
 TP0319
 TP0319.The geoid height was determined by GEOID03.
 TP0319
 TP0319;                    North         East    Units  Estimated Accuracy
 TP0319;SPC WA N     -   186,150.      635,330.      MT  (+/- 180 meters Scaled)
 TP0319
 TP0319                          SUPERSEDED SURVEY CONTROL
 TP0319
 TP0319  NGVD 29 (??/??/92)  940.713  (m)         3086.32   (f) ADJ UNCH    ?  
 TP0319
 TP0319.Superseded values are not recommended for survey control.
 TP0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0319.See file dsdata.txt to determine how the superseded data were derived.
 TP0319
 TP0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP530915(NAD 83)
 TP0319_MARKER: DD = SURVEY DISK
 TP0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0319_SP_SET: CULVERT
 TP0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0319
 TP0319  HISTORY     - Date     Condition        Report By
 TP0319  HISTORY     - UNK      MONUMENTED       BPR
 TP0319  HISTORY     - 1940     GOOD             BPR
 TP0319
 TP0319                          STATION DESCRIPTION
 TP0319
 TP0319'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1940
 TP0319'5.5 MI W FROM REPUBLIC.
 TP0319'ABOUT 5.5 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 TP0319'REPUBLIC, FERRY COUNTY, AT CULVERT 35/37, IN THE EAST END OF THE NORTH
 TP0319'HEAD WALL, 20 FEET NORTH OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN
 TP0319'THE HIGHWAY.  A BUREAU OF PUBLIC ROADS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0417 ***********************************************************************
 SA0417  DESIGNATION -  356
 SA0417  PID         -  SA0417
 SA0417  STATE/COUNTY-  WA/FRANKLIN
 SA0417  USGS QUAD   -  HUMORIST (1992)
 SA0417
 SA0417                         *CURRENT SURVEY CONTROL
 SA0417  ___________________________________________________________________
 SA0417* NAD 83(1986)-  46 14 30.     (N)    118 57 53.     (W)     SCALED    
 SA0417* NAVD 88     -       109.482  (meters)     359.19   (feet)  ADJUSTED  
 SA0417  ___________________________________________________________________
 SA0417  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA0417  DYNAMIC HT  -         109.485 (meters)     359.20  (feet)  COMP
 SA0417  MODELED GRAV-     980,634.8   (mgal)                       NAVD 88
 SA0417
 SA0417  VERT ORDER  -  SECOND    CLASS 0
 SA0417
 SA0417.The horizontal coordinates were scaled from a topographic map and have
 SA0417.an estimated accuracy of +/- 6 seconds.
 SA0417
 SA0417.The orthometric height was determined by differential leveling
 SA0417.and adjusted by the National Geodetic Survey in June 1991..
 SA0417
 SA0417.The geoid height was determined by GEOID03.
 SA0417
 SA0417.The dynamic height is computed by dividing the NAVD 88
 SA0417.geopotential number by the normal gravity value computed on the
 SA0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0417.degrees latitude (g = 980.6199 gals.).
 SA0417
 SA0417.The modeled gravity was interpolated from observed gravity values.
 SA0417
 SA0417;                    North         East    Units  Estimated Accuracy
 SA0417;SPC WA S     -   102,110.      618,390.      MT  (+/- 180 meters Scaled)
 SA0417
 SA0417                          SUPERSEDED SURVEY CONTROL
 SA0417
 SA0417  NGVD 29 (??/??/92)  108.452  (m)          355.81   (f) ADJ UNCH    2 0
 SA0417
 SA0417.Superseded values are not recommended for survey control.
 SA0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0417.See file dsdata.txt to determine how the superseded data were derived.
 SA0417
 SA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM485227(NAD 83)
 SA0417_MARKER: P = PIPE CAP
 SA0417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0417_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0417_STAMPING: 356
 SA0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0417
 SA0417  HISTORY     - Date     Condition        Report By
 SA0417  HISTORY     - UNK      MONUMENTED       USGS
 SA0417  HISTORY     - 1961     GOOD             NGS
 SA0417
 SA0417                          STATION DESCRIPTION
 SA0417
 SA0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0417'7.0 MI E FROM PASCO.
 SA0417'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 SA0417'PASCO, THENCE 3.35 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND
 SA0417'SEATTLE RAILWAY, 0.15 MILE SOUTHWEST OF THE ROAD CROSSING AT
 SA0417'MARTINDALE, 259 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 45 FEET
 SA0417'NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, 0.6 FOOT NORTHWEST OF A
 SA0417'WITNESS POST, ABOUT 40 FEET LOWER THAN THE TRACK, AND RIVETED ON THE
 SA0417'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1927 ***********************************************************************
 SA1927  DESIGNATION -  36 10
 SA1927  PID         -  SA1927
 SA1927  STATE/COUNTY-  WA/WALLA WALLA
 SA1927  USGS QUAD   -  WALLA WALLA (1978)
 SA1927
 SA1927                         *CURRENT SURVEY CONTROL
 SA1927  ___________________________________________________________________
 SA1927* NAD 83(1991)-  46 04 22.42359(N)    118 16 24.05103(W)     ADJUSTED  
 SA1927* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 SA1927  ___________________________________________________________________
 SA1927  LAPLACE CORR-          12.35  (seconds)                    DEFLEC99
 SA1927  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 SA1927
 SA1927  HORZ ORDER  -  SECOND
 SA1927
 SA1927.The horizontal coordinates were established by classical geodetic methods
 SA1927.and adjusted by the National Geodetic Survey in December 1991..
 SA1927
 SA1927.The orthometric height was scaled from a topographic map.
 SA1927
 SA1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1927
 SA1927.The geoid height was determined by GEOID03.
 SA1927
 SA1927;                    North         East     Units Scale Factor Converg.
 SA1927;SPC WA S     -    84,633.303   672,226.453   MT  0.99995430   +1 37 02.8
 SA1927;SPC WA S     -   277,667.76  2,205,462.95   sFT  0.99995430   +1 37 02.8
 SA1927;SPC OR N     -   269,770.936 2,672,238.729   MT  1.00001936   +1 34 44.8
 SA1927;SPC OR N     -   885,075.25  8,767,187.43   iFT  1.00001936   +1 34 44.8
 SA1927;UTM  11      - 5,102,934.849   401,531.607   MT  0.99971919   -0 55 01.8
 SA1927
 SA1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1927!SPC WA S     -   0.99994065  x   0.99995430  =   0.99989496
 SA1927!SPC OR N     -   0.99994065  x   1.00001936  =   0.99996001
 SA1927!UTM  11      -   0.99994065  x   0.99971919  =   0.99965986
 SA1927
 SA1927                          SUPERSEDED SURVEY CONTROL
 SA1927
 SA1927  NAD 83(1991)-  46 04 22.42370(N)    118 16 24.05108(W) AD(       ) 2
 SA1927  NAD 83(1986)-  46 04 22.42733(N)    118 16 24.04510(W) AD(       ) 2
 SA1927  NAD 27      -  46 04 22.93389(N)    118 16 20.18480(W) AD(       ) 2
 SA1927
 SA1927.Superseded values are not recommended for survey control.
 SA1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1927.See file dsdata.txt to determine how the superseded data were derived.
 SA1927
 SA1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0153202935(NAD 83)
 SA1927_MARKER: DD = SURVEY DISK
 SA1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1927_SP_SET: CONCRETE POST
 SA1927_STAMPING: 36 10
 SA1927_MARK LOGO: WADT  
 SA1927_PROJECTION: FLUSH
 SA1927_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1927+STABILITY: SURFACE MOTION
 SA1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1927+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1989
 SA1927
 SA1927  HISTORY     - Date     Condition        Report By
 SA1927  HISTORY     - 1964     MONUMENTED       CGS
 SA1927  HISTORY     - 1964     GOOD             CGS
 SA1927  HISTORY     - 19811106 GOOD             NGS
 SA1927  HISTORY     - 19890517 GOOD             NGS
 SA1927  HISTORY     - 20040215 MARK NOT FOUND   GEOCAC
 SA1927
 SA1927                          STATION DESCRIPTION
 SA1927
 SA1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 SA1927'THE STATION IS ABOUT 3-1/4 MILES EAST OF WALLA WALLA, 1/2 MILE SOUTH
 SA1927'OF U.S. HIGHWAY 410, ON THE HIGHEST POINT OF A PROMINENT BLUFF
 SA1927'OCCUPIED BY AN ANTENNA POLE AND ON LAND OWNED BY DWELLEY JONES.
 SA1927'
 SA1927'THE MARK IS A BRONZE DISK OF THE WASHINGTON STATE HIGHWAY DEPARTMENT
 SA1927'BRAZED TO THE TOP OF A 1 INCH IRON PIPE THAT IS FLUSH WITH THE
 SA1927'GROUND.  THE DISK IS NOT STAMPED.
 SA1927'
 SA1927'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BURG, THE
 SA1927'DISTANCE BEING 5.97 FEET, 1.820 METERS NORTHEAST OF STATION BURG.
 SA1927
 SA1927                          STATION RECOVERY (1964)
 SA1927
 SA1927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 SA1927'RECOVERED IN GOOD CONDITION.
 SA1927
 SA1927                          STATION RECOVERY (1981)
 SA1927
 SA1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 SA1927'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) SOUTH OF WALLA WALLA, ON
 SA1927'THE HIGHEST POINT OF THE MOST PROMINENT RIDGE IN THE AREA.  THE
 SA1927'PROPERTY IS OWNED BY MR DEWELLY JONES OF WALLA WALLA. TO REACH FROM
 SA1927'THE WALLA WALLA COUNTY COURT HOUSE IN WALLA WALLA, GO EAST ON EAST
 SA1927'MAIN STREET FOR 5.31 KM (3.30 MI) TO A CROSS ROAD AND SIGN, AIRPORT.
 SA1927'TURN RIGHT AND GO SOUTH FOR 0.48 KM (0.30 MI) TO A SIDE ROAD LEFT.
 SA1927'TURN LEFT AND GO EAST ON THE SURFACED ROAD FOR 1.37 KM (0.85 MI) TO A
 SA1927'FIELD ROAD ON THE RIGHT AND THE END OF TRUCK TRAVEL IN WET WEATHER OR
 SA1927'IF THE FIELD IS IN CROP.  WALK NORTHWEST UPHILL FOR ABOUT 5 MINUTES TO
 SA1927'THE HIGHEST POINT OF THE RIDGE, AN ANTENNA POLE AND THE STATION. THE
 SA1927'MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 0.15 M
 SA1927'(0.49 FT) ON A SIDE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.818
 SA1927'M (5.965 FT) NORTHEAST OF STATION BURG, 1.8 M (5.9 FT) NORTH-NORTHWEST
 SA1927'OF A POLE, 1.5 M (4.9 FT) SOUTH OF THE TOP EDGE OF THE BLUFF AND 0.2 M
 SA1927'(0.7 FT) LOWER THAN STATION BURG.
 SA1927
 SA1927                          STATION RECOVERY (1989)
 SA1927
 SA1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SA1927'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTH OF WALLA WALLA ON
 SA1927'THE HIGHEST POINT OF THE MOST PROMINENT RIDGE IN THE AREA.  THE
 SA1927'PROPERTY IS OWNED BY MR. DEWELLY JONES OF WALLA WALLA.
 SA1927'TO REACH FROM THE COURTHOUSE IN WALLA WALLA, ON MAIN STREET FOR 5.31
 SA1927'KM (3.30 MI) TO A CROSS ROAD AND SIGN, AIRPORT.  TURN RIGHT AND GO
 SA1927'SOUTH FOR 0.48 KM (0.30 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 SA1927'EAST FOR 1.37 KM (0.85 MI) TO A FIELD ROAD ON THE RIGHT AND THE END
 SA1927'OF TRUCK TRAVEL IF THE FIELD IS IN CROP.  PASS THROUGH THE GATE AND
 SA1927'GO UPHILL FOR 0.24 KM (0.15 MI) TO THE HIGHEST POINT AND THE STATION.
 SA1927'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 SA1927'WITH THE GROUND SURFACE.  IT IS 1.8 M (5.9 FT) NORTH-NORTHWEST OF THE
 SA1927'WOODEN ANTENNA POLE, 1.5 M (4.9 FT) SOUTH OF THE NORTH EDGE OF THE
 SA1927'BLUFF AND 1.818 M (5.965 FT) SOUTHWEST OF STATION BURG 1963.
 SA1927
 SA1927                          STATION RECOVERY (2004)
 SA1927
 SA1927'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA1927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1987 ***********************************************************************
 SA1987  DESIGNATION -  36 7
 SA1987  PID         -  SA1987
 SA1987  STATE/COUNTY-  WA/WALLA WALLA
 SA1987  USGS QUAD   -  TOUCHET (1991)
 SA1987
 SA1987                         *CURRENT SURVEY CONTROL
 SA1987  ___________________________________________________________________
 SA1987* NAD 83(1991)-  46 01 38.40427(N)    118 40 40.31717(W)     ADJUSTED  
 SA1987* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 SA1987  ___________________________________________________________________
 SA1987  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 SA1987  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SA1987
 SA1987  HORZ ORDER  -  SECOND
 SA1987
 SA1987.The horizontal coordinates were established by classical geodetic methods
 SA1987.and adjusted by the National Geodetic Survey in December 1991..
 SA1987
 SA1987.The orthometric height was scaled from a topographic map.
 SA1987
 SA1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1987
 SA1987.The geoid height was determined by GEOID03.
 SA1987
 SA1987;                    North         East     Units Scale Factor Converg.
 SA1987;SPC WA S     -    78,767.619   641,061.043   MT  0.99996166   +1 19 24.9
 SA1987;SPC WA S     -   258,423.43  2,103,214.44   sFT  0.99996166   +1 19 24.9
 SA1987;SPC OR N     -   263,923.880 2,641,068.035   MT  1.00000707   +1 17 32.0
 SA1987;SPC OR N     -   865,891.99  8,664,921.37   iFT  1.00000707   +1 17 32.0
 SA1987;UTM  11      - 5,098,453.110   370,143.593   MT  0.99980730   -1 12 27.6
 SA1987
 SA1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1987!SPC WA S     -   0.99997749  x   0.99996166  =   0.99993915
 SA1987!SPC OR N     -   0.99997749  x   1.00000707  =   0.99998456
 SA1987!UTM  11      -   0.99997749  x   0.99980730  =   0.99978479
 SA1987
 SA1987                          SUPERSEDED SURVEY CONTROL
 SA1987
 SA1987  NAD 83(1991)-  46 01 38.40434(N)    118 40 40.31718(W) AD(       ) 2
 SA1987  NAD 83(1986)-  46 01 38.40935(N)    118 40 40.30962(W) AD(       ) 2
 SA1987  NAD 27      -  46 01 38.92764(N)    118 40 36.35776(W) AD(       ) 2
 SA1987
 SA1987.Superseded values are not recommended for survey control.
 SA1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1987.See file dsdata.txt to determine how the superseded data were derived.
 SA1987
 SA1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL7014498453(NAD 83)
 SA1987
 SA1987  HISTORY     - Date     Condition        Report By
 SA1987  HISTORY     - 1963     MONUMENTED       WAHC
 SA1987  HISTORY     - 20050122 GOOD             GEOCAC
 SA1987
 SA1987                          STATION DESCRIPTION
 SA1987
 SA1987'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1963 (JCC)
 SA1987'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF REESE, 4 MILES
 SA1987'SOUTHWEST OF LOWDEN AND 1 MILE SOUTH OF TOUCHET.  IT IS ON PROPERTY
 SA1987'OWNED BY MR. F.H. SARANTO.
 SA1987'
 SA1987'IT IS A WASHINGTON STATE HIGHWAY DEPARTMENT BRONZE DISK, NOT
 SA1987'STAMPED, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS
 SA1987'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 12 FEET NORTH OF A
 SA1987'TRANSFORMER POLE AND 2.2 FEET SOUTH OF A FENCE.
 SA1987'
 SA1987'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TOUCHET.
 SA1987'THE DISTANCE BEING 12.05 FEET OR 3.671 METERS WEST.
 SA1987
 SA1987                          STATION RECOVERY (2005)
 SA1987
 SA1987'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA1987'PROPERTY OWNERS CHARLES AND SHERRY SARANTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1641 ***********************************************************************
 SW1641  DESIGNATION -  36 FMK
 SW1641  PID         -  SW1641
 SW1641  STATE/COUNTY-  WA/DOUGLAS
 SW1641  USGS QUAD   -  COLEMAN HILL (1968)
 SW1641
 SW1641                         *CURRENT SURVEY CONTROL
 SW1641  ___________________________________________________________________
 SW1641* NAD 83(1998)-  47 56 55.51167(N)    119 30 26.51672(W)     ADJUSTED  
 SW1641* NAVD 88     -       533.5    (meters)    1750.     (feet)  GPS OBS   
 SW1641  ___________________________________________________________________
 SW1641  X           -  -2,108,196.978 (meters)                     COMP
 SW1641  Y           -  -3,725,108.089 (meters)                     COMP
 SW1641  Z           -   4,713,443.365 (meters)                     COMP
 SW1641  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 SW1641  ELLIP HEIGHT-         514.06  (meters)          (07/05/01) GPS OBS
 SW1641  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 SW1641
 SW1641  HORZ ORDER  -  FIRST
 SW1641  ELLP ORDER  -  FOURTH    CLASS II
 SW1641
 SW1641.The horizontal coordinates were established by GPS observations
 SW1641.and adjusted by the National Geodetic Survey in July 2001..
 SW1641.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1641.DATUM ITEM on the data sheet items page.
 SW1641
 SW1641.The orthometric height was determined by GPS observations and a
 SW1641.high-resolution geoid model.
 SW1641
 SW1641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1641
 SW1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1641
 SW1641.The ellipsoidal height was determined by GPS observations
 SW1641.and is referenced to NAD 83.
 SW1641
 SW1641.The geoid height was determined by GEOID03.
 SW1641
 SW1641;                    North         East     Units Scale Factor Converg.
 SW1641;SPC WA N     -   106,337.411   599,038.567   MT  0.99994659   +0 59 14.0
 SW1641;SPC WA N     -   348,875.32  1,965,345.70   sFT  0.99994659   +0 59 14.0
 SW1641;UTM  11      - 5,313,647.138   312,782.705   MT  1.00003071   -1 51 44.5
 SW1641
 SW1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1641!SPC WA N     -   0.99991944  x   0.99994659  =   0.99986603
 SW1641!UTM  11      -   0.99991944  x   1.00003071  =   0.99995014
 SW1641
 SW1641                          SUPERSEDED SURVEY CONTROL
 SW1641
 SW1641  NAD 83(1991)-  47 56 55.51032(N)    119 30 26.51664(W) AD(       ) 1
 SW1641  ELLIP H (01/21/94)  514.19   (m)                       GP(       ) 4 1
 SW1641
 SW1641.Superseded values are not recommended for survey control.
 SW1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1641.See file dsdata.txt to determine how the superseded data were derived.
 SW1641
 SW1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP1278313647(NAD 83)
 SW1641_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1641_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 SW1641_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 SW1641_STAMPING: 36 FMK 1967
 SW1641_MARK LOGO: USGS  
 SW1641_PROJECTION: FLUSH
 SW1641_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1641+STABILITY: POSITION/ELEVATION WELL
 SW1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1641+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1993
 SW1641_ROD/PIPE-DEPTH: 18.3 meters
 SW1641_SLEEVE-DEPTH  : 0.51 meters
 SW1641
 SW1641  HISTORY     - Date     Condition        Report By
 SW1641  HISTORY     - 1967     MONUMENTED       USGS
 SW1641  HISTORY     - 19930527 GOOD             WA-017
 SW1641
 SW1641                          STATION DESCRIPTION
 SW1641
 SW1641'DESCRIBED BY DOUGLAS COUNTY WASHINGTON 1993
 SW1641'016
 SW1641'THE STATION IS APPROXIMATELY 9 MI (14.5 KM) SE OF BRIDGEPORT, WA, 23
 SW1641'MI (37.0 KM) WEST OF COULEE DAM, WA, AND 11 MI (17.7 KM) NNE OF
 SW1641'MANSFIELD, WA, SW 1/4 OF SECTION 1, T28N, R26E, WM, DOUGLAS COUNTY,
 SW1641'WA.
 SW1641'TO REACH STATION FROM LEAHY JUNCTION, THE INTERSECTION OF HIGHWAY 17
 SW1641'AND HIGHWAY 174, DRIVE WEST ALONG HIGHWAY 17 6.3 MI (10.1 KM) TO
 SW1641'INTERSECTION OF MARY JANE HILL TO THE SOUTH, AND THE STATION, 0.1 MI
 SW1641'(0.2 KM) EAST OF MILE POST 20, 54 FT (16.5 M) EAST OF THE CENTERLINE
 SW1641'OF MARY JANE HILL, 58 FT (17.7 M) SOUTH OF THE CENTERLINE OF HIGHWAY
 SW1641'17, 75 FT (22.9 M) NE OF THE NE CORNER OF THE MARY JANE HILL BRIDGE,
 SW1641'11 FT (3.4 M) EAST OF A FENCE CORNER, AND 0.4 FT (0.1 M) S75E OF A
 SW1641'WHITE WITNESS SIGN ON A STEEL POST.
 SW1641'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -36 FMK 1967- SET ON
 SW1641'TOP OF 60 FT (18.3 M) OF COPPER-COATED ROD, ENCASED IN AN 8 INCH
 SW1641'DIAMETER TARPAPER CYLINDER, AND FLUSH WITH THE SURROUNDING GROUND.
 SW1641'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1641'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1727 ***********************************************************************
 SA1727  DESIGNATION -  36 TR
 SA1727  PID         -  SA1727
 SA1727  STATE/COUNTY-  WA/YAKIMA
 SA1727  USGS QUAD   -  CAIRN HOPE PEAK (1978)
 SA1727
 SA1727                         *CURRENT SURVEY CONTROL
 SA1727  ___________________________________________________________________
 SA1727* NAD 83(1986)-  46 36 38.     (N)    119 59 54.     (W)     SCALED    
 SA1727* NAVD 88     -       700.318  (meters)    2297.63   (feet)  ADJUSTED  
 SA1727  ___________________________________________________________________
 SA1727  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SA1727  DYNAMIC HT  -         700.288 (meters)    2297.53  (feet)  COMP
 SA1727  MODELED GRAV-     980,547.8   (mgal)                       NAVD 88
 SA1727
 SA1727  VERT ORDER  -  SECOND    CLASS 0
 SA1727
 SA1727.The horizontal coordinates were scaled from a topographic map and have
 SA1727.an estimated accuracy of +/- 6 seconds.
 SA1727
 SA1727.The orthometric height was determined by differential leveling
 SA1727.and adjusted by the National Geodetic Survey in June 1991..
 SA1727
 SA1727.The geoid height was determined by GEOID03.
 SA1727
 SA1727.The dynamic height is computed by dividing the NAVD 88
 SA1727.geopotential number by the normal gravity value computed on the
 SA1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1727.degrees latitude (g = 980.6199 gals.).
 SA1727
 SA1727.The modeled gravity was interpolated from observed gravity values.
 SA1727
 SA1727;                    North         East    Units  Estimated Accuracy
 SA1727;SPC WA S     -   142,090.      538,430.      MT  (+/- 180 meters Scaled)
 SA1727
 SA1727                          SUPERSEDED SURVEY CONTROL
 SA1727
 SA1727  NGVD 29 (??/??/92)  699.198  (m)         2293.95   (f) ADJ UNCH    2 0
 SA1727
 SA1727.Superseded values are not recommended for survey control.
 SA1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1727.See file dsdata.txt to determine how the superseded data were derived.
 SA1727
 SA1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM704662(NAD 83)
 SA1727_MARKER: DD = SURVEY DISK
 SA1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1727_STAMPING: 36 TR 2294 1936
 SA1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1727+STABILITY: SURFACE MOTION
 SA1727
 SA1727  HISTORY     - Date     Condition        Report By
 SA1727  HISTORY     - 1936     MONUMENTED       USGS
 SA1727  HISTORY     - 1949     GOOD             NGS
 SA1727  HISTORY     - 1965     MARK NOT FOUND   USGS
 SA1727
 SA1727                          STATION DESCRIPTION
 SA1727
 SA1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1727'R2.0 MI E FROM PHILLIPS AND HAGERTY RANCH HDQT.
 SA1727'2.0 MILES EAST ALONG THE COLD CREEK ROAD FROM PHILLIPS AND HAGERTY
 SA1727'RANCH HEADQUARTERS, 0.4 MILE WEST OF THE FORMER BECHT RANCHHOUSE, 0.2
 SA1727'MILE EAST OF A WIRE GATE CROSSING THE ROAD, 80 FEET SOUTHEAST OF THE
 SA1727'APPROXIMATE CENTER OF A SMALL CREEK CROSSING, 50 FEET EAST OF THE T
 SA1727'JUNCTION OF A FENCE, 43 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 21
 SA1727'FEET NORTHEAST OF THE CENTER OF A WOODEN GATE, 11.5 FEET NORTH OF A
 SA1727'FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 SA1727'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 SA1727'THE GROUND.  NOTE-- A NEW RD. HAS BEEN BUILT THRU THIS AREA.
 SA1727
 SA1727                          STATION RECOVERY (1965)
 SA1727
 SA1727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA1727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB0694 ***********************************************************************
 RB0694  DESIGNATION -  360.998
 RB0694  PID         -  RB0694
 RB0694  STATE/COUNTY-  WA/BENTON
 RB0694  USGS QUAD   -  UMATILLA (1993)
 RB0694
 RB0694                         *CURRENT SURVEY CONTROL
 RB0694  ___________________________________________________________________
 RB0694* NAD 83(1986)-  45 56 14.     (N)    119 17 53.     (W)     SCALED    
 RB0694* NAVD 88     -       111.044  (meters)     364.32   (feet)  ADJUSTED  
 RB0694  ___________________________________________________________________
 RB0694  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 RB0694  DYNAMIC HT  -         111.044 (meters)     364.32  (feet)  COMP
 RB0694  MODELED GRAV-     980,620.0   (mgal)                       NAVD 88
 RB0694
 RB0694  VERT ORDER  -  FIRST     CLASS II
 RB0694
 RB0694.The horizontal coordinates were scaled from a topographic map and have
 RB0694.an estimated accuracy of +/- 6 seconds.
 RB0694
 RB0694.The orthometric height was determined by differential leveling
 RB0694.and adjusted by the National Geodetic Survey in June 1991..
 RB0694
 RB0694.The geoid height was determined by GEOID03.
 RB0694
 RB0694.The dynamic height is computed by dividing the NAVD 88
 RB0694.geopotential number by the normal gravity value computed on the
 RB0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0694.degrees latitude (g = 980.6199 gals.).
 RB0694
 RB0694.The modeled gravity was interpolated from observed gravity values.
 RB0694
 RB0694;                    North         East    Units  Estimated Accuracy
 RB0694;SPC WA S     -    67,830.      593,210.      MT  (+/- 180 meters Scaled)
 RB0694
 RB0694                          SUPERSEDED SURVEY CONTROL
 RB0694
 RB0694  NGVD 29 (??/??/92)  110.042  (m)          361.03   (f) ADJ UNCH    1 2
 RB0694
 RB0694.Superseded values are not recommended for survey control.
 RB0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0694.See file dsdata.txt to determine how the superseded data were derived.
 RB0694
 RB0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL218896(NAD 83)
 RB0694_MARKER: DS = TRIANGULATION STATION DISK
 RB0694_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RB0694_SP_SET: REGULATING GATES
 RB0694_STAMPING: N 62+35 E 49+75.96 360.998
 RB0694_MARK LOGO: DOD   
 RB0694_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0694
 RB0694  HISTORY     - Date     Condition        Report By
 RB0694  HISTORY     - UNK      MONUMENTED       DOD
 RB0694  HISTORY     - 1951     GOOD             NGS
 RB0694  HISTORY     - 19910513 POOR             USGS
 RB0694
 RB0694                          STATION DESCRIPTION
 RB0694
 RB0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0694'IN MCNARY DAM.
 RB0694'AT MCNARY DAM, BENTON COUNTY, AT PIER 13, 18 FEET EAST OF THE WEST
 RB0694'GANTRY RAIL, 15 FEET WEST OF THE EAST GANTRY RAIL, 2 FEET NORTH OF THE
 RB0694'SOUTH EDGE OF THE PIER, ON THE CENTER OF THE REGULATING GATES, AND
 RB0694'FLUSH WITH THE HATCH COVERS.  A CORPS OF ENGINEERS, U.S. ARMY,
 RB0694'STANDARD TRIANGULATION-STATION DISK, STAMPED N 62+35 E 49+75.96
 RB0694'360.998.
 RB0694
 RB0694                          STATION RECOVERY (1991)
 RB0694
 RB0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 RB0694'RECOVERED IN POOR CONDITION.  FOUND SITE AS PER STATION
 RB0694'DESCRIPTION.  TOP OF THE BRASS CAP HAS BEEN GROUND OFF OR SCRAPED
 RB0694'OFF MAKING IT UNREADABLE AND UNUSABLE FOR PRECISE LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0928 ***********************************************************************
 SA0928  DESIGNATION -  362 T
 SA0928  PID         -  SA0928
 SA0928  STATE/COUNTY-  WA/FRANKLIN
 SA0928  USGS QUAD   -  KENNEWICK (1992)
 SA0928
 SA0928                         *CURRENT SURVEY CONTROL
 SA0928  ___________________________________________________________________
 SA0928* NAD 83(1986)-  46 14 28.     (N)    119 09 32.     (W)     SCALED    
 SA0928* NAVD 88     -       111.326  (meters)     365.24   (feet)  ADJUSTED  
 SA0928  ___________________________________________________________________
 SA0928  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 SA0928  DYNAMIC HT  -         111.330 (meters)     365.26  (feet)  COMP
 SA0928  MODELED GRAV-     980,648.8   (mgal)                       NAVD 88
 SA0928
 SA0928  VERT ORDER  -  SECOND    CLASS 0
 SA0928
 SA0928.The horizontal coordinates were scaled from a topographic map and have
 SA0928.an estimated accuracy of +/- 6 seconds.
 SA0928
 SA0928.The orthometric height was determined by differential leveling
 SA0928.and adjusted by the National Geodetic Survey in June 1991..
 SA0928
 SA0928.The geoid height was determined by GEOID03.
 SA0928
 SA0928.The dynamic height is computed by dividing the NAVD 88
 SA0928.geopotential number by the normal gravity value computed on the
 SA0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0928.degrees latitude (g = 980.6199 gals.).
 SA0928
 SA0928.The modeled gravity was interpolated from observed gravity values.
 SA0928
 SA0928;                    North         East    Units  Estimated Accuracy
 SA0928;SPC WA S     -   101,780.      603,420.      MT  (+/- 180 meters Scaled)
 SA0928
 SA0928                          SUPERSEDED SURVEY CONTROL
 SA0928
 SA0928  NGVD 29 (??/??/92)  110.30   (m)          361.9    (f) COMPUTED    2 0
 SA0928
 SA0928.Superseded values are not recommended for survey control.
 SA0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0928.See file dsdata.txt to determine how the superseded data were derived.
 SA0928
 SA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM335231(NAD 83)
 SA0928_MARKER: P = PIPE CAP
 SA0928_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0928_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0928_STAMPING: 362 T
 SA0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0928
 SA0928  HISTORY     - Date     Condition        Report By
 SA0928  HISTORY     - UNK      MONUMENTED       USGS
 SA0928  HISTORY     - 1949     GOOD             NGS
 SA0928  HISTORY     - 19900710 MARK NOT FOUND   USPSQD
 SA0928
 SA0928                          STATION DESCRIPTION
 SA0928
 SA0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA0928'3.3 MI W FROM PASCO.
 SA0928'ABOUT 0.3 MILE NORTH ALONG U. S. HIGHWAY 395 FROM THE COURTHOUSE AT
 SA0928'PASCO, THENCE 3.0 MILES WEST ALONG THE COLUMBIA RIVER ROAD, 0.8 MILE
 SA0928'NORTHWEST OF TRIANGULATION STATION ESTATE (USAE), AT A CROSSROAD
 SA0928'INTERSECTION, 80.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 SA0928'ROAD, 35.0 FEET SOUTH OF THE CENTER LINE OF THE COLUMBIA RIVER ROAD,
 SA0928'6.0 FEET SOUTH OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY, A CAP
 SA0928'RIVETED ON TOP OF AN IRON PIPE PROJECTING 3 INCHES ABOVE THE GROUND.
 SA0928
 SA0928                          STATION RECOVERY (1990)
 SA0928
 SA0928'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAT)
 SA0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1363 ***********************************************************************
 SY1363  DESIGNATION -  36.2 USGS
 SY1363  PID         -  SY1363
 SY1363  STATE/COUNTY-  WA/MASON
 SY1363  USGS QUAD   -  SHELTON (1981)
 SY1363
 SY1363                         *CURRENT SURVEY CONTROL
 SY1363  ___________________________________________________________________
 SY1363* NAD 83(1986)-  47 14 23.     (N)    123 03 05.     (W)     SCALED    
 SY1363* NAVD 88     -        12.153  (meters)      39.87   (feet)  POSTED    
 SY1363  ___________________________________________________________________
 SY1363  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 SY1363  DYNAMIC HT  -          12.160 (meters)      39.89  (feet)  COMP
 SY1363  MODELED GRAV-     980,802.2   (mgal)                       NAVD 88
 SY1363
 SY1363  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1363
 SY1363.The horizontal coordinates were scaled from a topographic map and have
 SY1363.an estimated accuracy of +/- 6 seconds.
 SY1363
 SY1363.The orthometric height was determined by differential leveling
 SY1363.and adjusted by the National Geodetic Survey in 1992..
 SY1363.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1363.rate of 0.0 thru 1.0 mm/km.
 SY1363
 SY1363.The geoid height was determined by GEOID03.
 SY1363
 SY1363.The dynamic height is computed by dividing the NAVD 88
 SY1363.geopotential number by the normal gravity value computed on the
 SY1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1363.degrees latitude (g = 980.6199 gals.).
 SY1363
 SY1363.The modeled gravity was interpolated from observed gravity values.
 SY1363
 SY1363;                    North         East    Units  Estimated Accuracy
 SY1363;SPC WA S     -   215,030.      306,860.      MT  (+/- 180 meters Scaled)
 SY1363
 SY1363                          SUPERSEDED SURVEY CONTROL
 SY1363
 SY1363  NGVD 29 (??/??/??)   11.094  (m)           36.40   (f) ADJUSTED    1 2
 SY1363
 SY1363.Superseded values are not recommended for survey control.
 SY1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1363.See file dsdata.txt to determine how the superseded data were derived.
 SY1363
 SY1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT961318(NAD 83)
 SY1363_MARKER: S = SPIKE
 SY1363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1363_SP_SET: TREE
 SY1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1363
 SY1363  HISTORY     - Date     Condition        Report By
 SY1363  HISTORY     - UNK      MONUMENTED       USGS
 SY1363  HISTORY     - 1944     GOOD             CGS
 SY1363  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY1363  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1363
 SY1363                          STATION DESCRIPTION
 SY1363
 SY1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY1363'3.4 MI NE FROM SHELTON.
 SY1363'3.4 MILES NORTHEAST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY1363'SHELTON, MASON COUNTY, ON THE OUTSIDE OF A CURVE FROM SOUTHWEST TO
 SY1363'NORTH, 29.6 FEET SOUTHWEST OF POLE 91, 6.4 FEET NORTHEAST OF THE FIRST
 SY1363'POLE SOUTHWEST OF TELEPHONE POLE 91, 24.4 FEET SOUTHEAST OF THE
 SY1363'CENTERLINE OF THE HIGHWAY, IN THE WEST BASE OF A LARGE PINE TREE,
 SY1363'BELOW A TRIANGULAR BLAZE, AND LEVEL WITH THE GROUND.  A RAILROAD
 SY1363'SPIKE.
 SY1363
 SY1363                          STATION RECOVERY (1987)
 SY1363
 SY1363'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1363'MARK NOT FOUND.
 SY1363
 SY1363                          STATION RECOVERY (1988)
 SY1363
 SY1363'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCK)
 SY1363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0321 ***********************************************************************
 TP0321  DESIGNATION -  36/22
 TP0321  PID         -  TP0321
 TP0321  STATE/COUNTY-  WA/FERRY
 TP0321  USGS QUAD   -  MT ANNIE (1988)
 TP0321
 TP0321                         *CURRENT SURVEY CONTROL
 TP0321  ___________________________________________________________________
 TP0321* NAD 83(1986)-  48 39 42.     (N)    119 01 30.     (W)     SCALED    
 TP0321* NAVD 88     -       922.40   (+/-2cm)    3026.2    (feet)  VERTCON   
 TP0321  ___________________________________________________________________
 TP0321  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 TP0321
 TP0321  VERT ORDER  -  ? (See Below)
 TP0321
 TP0321.The horizontal coordinates were scaled from a topographic map and have
 TP0321.an estimated accuracy of +/- 6 seconds.
 TP0321
 TP0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0321.The vertical order pertains to the NGVD 29 superseded value.
 TP0321
 TP0321.The geoid height was determined by GEOID03.
 TP0321
 TP0321;                    North         East    Units  Estimated Accuracy
 TP0321;SPC WA N     -   186,320.      633,200.      MT  (+/- 180 meters Scaled)
 TP0321
 TP0321                          SUPERSEDED SURVEY CONTROL
 TP0321
 TP0321  NGVD 29 (??/??/92)  921.026  (m)         3021.73   (f) ADJ UNCH    ?  
 TP0321
 TP0321.Superseded values are not recommended for survey control.
 TP0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0321.See file dsdata.txt to determine how the superseded data were derived.
 TP0321
 TP0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP508918(NAD 83)
 TP0321_MARKER: DD = SURVEY DISK
 TP0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0321_SP_SET: CULVERT
 TP0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0321
 TP0321  HISTORY     - Date     Condition        Report By
 TP0321  HISTORY     - UNK      MONUMENTED       BPR
 TP0321  HISTORY     - 1940     GOOD             BPR
 TP0321  HISTORY     - 19850830 MARK NOT FOUND   USGS
 TP0321
 TP0321                          STATION DESCRIPTION
 TP0321
 TP0321'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1940
 TP0321'4.6 MI W FROM REPUBLIC.
 TP0321'ABOUT 4.6 MILES WEST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT
 TP0321'REPUBLIC, FERRY COUNTY, ABOUT 100 FEET SOUTHEAST OF A SMALL UNPAINTED
 TP0321'DWELLING, AT A CONCRETE CULVERT WITH 36/22 PAINTED ON THE SIDE, IN THE
 TP0321'EAST END OF THE NORTH HEAD WALL, 20 FEET NORTH OF THE HIGHWAY, AND
 TP0321'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A BUREAU OF PUBLIC ROADS
 TP0321'STANDARD DISK.
 TP0321
 TP0321                          STATION RECOVERY (1985)
 TP0321
 TP0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 TP0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5925 ***********************************************************************
 AA5925  DESIGNATION -  363116
 AA5925  PID         -  AA5925
 AA5925  STATE/COUNTY-  WA/KITTITAS
 AA5925  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 AA5925
 AA5925                         *CURRENT SURVEY CONTROL
 AA5925  ___________________________________________________________________
 AA5925* NAD 83(1998)-  46 59 58.54261(N)    120 31 06.14597(W)     ADJUSTED  
 AA5925* NAVD 88     -       488.4    (meters)    1602.     (feet)  GPS OBS   
 AA5925  ___________________________________________________________________
 AA5925  X           -  -2,213,076.490 (meters)                     COMP
 AA5925  Y           -  -3,754,304.739 (meters)                     COMP
 AA5925  Z           -   4,642,076.454 (meters)                     COMP
 AA5925  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 AA5925  ELLIP HEIGHT-         468.12  (meters)          (07/05/01) GPS OBS
 AA5925  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 AA5925
 AA5925  HORZ ORDER  -  FIRST
 AA5925  ELLP ORDER  -  FOURTH    CLASS II
 AA5925
 AA5925.The horizontal coordinates were established by GPS observations
 AA5925.and adjusted by the National Geodetic Survey in July 2001..
 AA5925.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5925.DATUM ITEM on the data sheet items page.
 AA5925
 AA5925.The orthometric height was determined by GPS observations and a
 AA5925.high-resolution geoid model.
 AA5925
 AA5925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5925
 AA5925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5925
 AA5925.The ellipsoidal height was determined by GPS observations
 AA5925.and is referenced to NAD 83.
 AA5925
 AA5925.The geoid height was determined by GEOID03.
 AA5925
 AA5925;                    North         East     Units Scale Factor Converg.
 AA5925;SPC WA S     -   185,208.330   498,602.628   MT  0.99994075   -0 00 48.0
 AA5925;SPC WA S     -   607,637.66  1,635,832.12   sFT  0.99994075   -0 00 48.0
 AA5925;UTM  10      - 5,208,108.152   688,664.434   MT  1.00003749   +1 48 55.7
 AA5925
 AA5925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5925!SPC WA S     -   0.99992663  x   0.99994075  =   0.99986738
 AA5925!UTM  10      -   0.99992663  x   1.00003749  =   0.99996411
 AA5925
 AA5925                          SUPERSEDED SURVEY CONTROL
 AA5925
 AA5925  NAD 83(1991)-  46 59 58.54126(N)    120 31 06.14583(W) AD(       ) 1
 AA5925  ELLIP H (06/21/95)  468.24   (m)                       GP(       ) 4 2
 AA5925
 AA5925.Superseded values are not recommended for survey control.
 AA5925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5925.See file dsdata.txt to determine how the superseded data were derived.
 AA5925
 AA5925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8866408108(NAD 83)
 AA5925_MARKER: DD = SURVEY DISK
 AA5925_SETTING: 0 = UNSPECIFIED SETTING
 AA5925_STAMPING: 36 31 1 6
 AA5925_MARK LOGO: NONE  
 AA5925_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5925+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5925
 AA5925  HISTORY     - Date     Condition        Report By
 AA5925  HISTORY     - 1992     MONUMENTED       WADT
 AA5925
 AA5925                          STATION DESCRIPTION
 AA5925
 AA5925'DESCRIBED BY WA DEPT OF TRANSP 1992
 AA5925'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5925'APPROXIMATELY 4.5 MI (7.2 KM) NORTH EAST OF ELLENSBURG TOWN CENTER,
 AA5925'AND 7.0 MI (11.3 KM) EAST OF THE VILLAGE OF THORP. TO REACH THE
 AA5925'STATION FROM THE COUNTY COURTHOUSE IN ELLENSBURG, PROCEEED NORTH ON
 AA5925'MAIN STREET FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH 8TH AVENUE.
 AA5925'TURN RIGHT AND PROCEED EAST ON 8 TH AVENUE (LATER VANTAGE HIGHWAY) FOR
 AA5925'1.4 MI (2.3 KM) TO THE INTERSECTION WITH PFENNING ROAD AND THE STATION
 AA5925'IS IN THE INTERSECTION. THE STATION IS A KITTITAS COUNTY BRASS SECTION
 AA5925'CORNER DISK COUNTER SUNK INTO THE PAVEMENT, WITH STAMPING "36 31 1 6".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0658 ***********************************************************************
 TP0658  DESIGNATION -  3637.2
 TP0658  PID         -  TP0658
 TP0658  STATE/COUNTY-  WA/OKANOGAN
 TP0658  USGS QUAD   -  DUNCAN RIDGE (1981)
 TP0658
 TP0658                         *CURRENT SURVEY CONTROL
 TP0658  ___________________________________________________________________
 TP0658* NAD 83(1986)-  48 51 26.     (N)    119 46 01.     (W)     SCALED    
 TP0658* NAVD 88     -      1109.961  (meters)    3641.60   (feet)  ADJUSTED  
 TP0658  ___________________________________________________________________
 TP0658  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TP0658  DYNAMIC HT  -        1110.011 (meters)    3641.76  (feet)  COMP
 TP0658  MODELED GRAV-     980,616.6   (mgal)                       NAVD 88
 TP0658
 TP0658  VERT ORDER  -  SECOND    CLASS 0
 TP0658
 TP0658.The horizontal coordinates were scaled from a topographic map and have
 TP0658.an estimated accuracy of +/- 6 seconds.
 TP0658
 TP0658.The orthometric height was determined by differential leveling
 TP0658.and adjusted by the National Geodetic Survey in June 1991..
 TP0658
 TP0658.The geoid height was determined by GEOID03.
 TP0658
 TP0658.The dynamic height is computed by dividing the NAVD 88
 TP0658.geopotential number by the normal gravity value computed on the
 TP0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0658.degrees latitude (g = 980.6199 gals.).
 TP0658
 TP0658.The modeled gravity was interpolated from observed gravity values.
 TP0658
 TP0658;                    North         East    Units  Estimated Accuracy
 TP0658;SPC WA N     -   207,040.      578,250.      MT  (+/- 180 meters Scaled)
 TP0658
 TP0658                          SUPERSEDED SURVEY CONTROL
 TP0658
 TP0658  NGVD 29 (??/??/92) 1108.592  (m)         3637.11   (f) ADJ UNCH    2 0
 TP0658
 TP0658.Superseded values are not recommended for survey control.
 TP0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0658.See file dsdata.txt to determine how the superseded data were derived.
 TP0658
 TP0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ970152(NAD 83)
 TP0658_MARKER: Q = CHISELED SQUARE
 TP0658_SETTING: 80 = SET IN A BOULDER
 TP0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0658+STABILITY: SURFACE MOTION
 TP0658
 TP0658  HISTORY     - Date     Condition        Report By
 TP0658  HISTORY     - UNK      MONUMENTED       USGS
 TP0658  HISTORY     - 1972     GOOD             NGS
 TP0658
 TP0658                          STATION DESCRIPTION
 TP0658
 TP0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 TP0658'11.4 MI W FROM LOOMIS.
 TP0658'REACHED FROM THE POST OFFICE IN LOOMIS BY GOING WEST 1 BLOCK, TURN
 TP0658'RIGHT AND GO 2.2 MILES, TURN LEFT ON TOATS COULEE ROAD AND GO 5.3
 TP0658'MILES TO A CONCRETE BRIDGE OVER TOATS COULEE CREEK, CONTINUE 3.1 MILES
 TP0658'TO THE BRIDGE AT NORTH FORK CAMPGROUND, CONTINUE 0.7 MILE TO THE MARK
 TP0658'ON THE LEFT, ABOUT 100 FEET EAST OF AND 40 FEET LOWER THAN THE ROAD, 1
 TP0658'FOOT LOWER THAN AND ON THE EAST EDGE OF THE OLD ROAD, 34 FEET
 TP0658'NORTH-NORTHWEST OF A WHITE POST SECTION LINE MARKER, AND 4 FEET SOUTH
 TP0658'OF A METAL WITNESS POST.  THE MARK IS A CHISELED SQUARE ON A 4X6-FOOT
 TP0658'GRAY GRANITE BOULDER WHICH HAS 3637.2 PAINTED IN WHITE ON THE SIDE OF
 TP0658'THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1729 ***********************************************************************
 SA1729  DESIGNATION -  37 TR
 SA1729  PID         -  SA1729
 SA1729  STATE/COUNTY-  WA/YAKIMA
 SA1729  USGS QUAD   -  CAIRN HOPE PEAK (1978)
 SA1729
 SA1729                         *CURRENT SURVEY CONTROL
 SA1729  ___________________________________________________________________
 SA1729* NAD 83(1986)-  46 36 14.     (N)    119 57 44.     (W)     SCALED    
 SA1729* NAVD 88     -       621.253  (meters)    2038.23   (feet)  ADJUSTED  
 SA1729  ___________________________________________________________________
 SA1729  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 SA1729  DYNAMIC HT  -         621.243 (meters)    2038.19  (feet)  COMP
 SA1729  MODELED GRAV-     980,577.7   (mgal)                       NAVD 88
 SA1729
 SA1729  VERT ORDER  -  SECOND    CLASS 0
 SA1729
 SA1729.The horizontal coordinates were scaled from a topographic map and have
 SA1729.an estimated accuracy of +/- 6 seconds.
 SA1729
 SA1729.The orthometric height was determined by differential leveling
 SA1729.and adjusted by the National Geodetic Survey in June 1991..
 SA1729
 SA1729.The geoid height was determined by GEOID03.
 SA1729
 SA1729.The dynamic height is computed by dividing the NAVD 88
 SA1729.geopotential number by the normal gravity value computed on the
 SA1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1729.degrees latitude (g = 980.6199 gals.).
 SA1729
 SA1729.The modeled gravity was interpolated from observed gravity values.
 SA1729
 SA1729;                    North         East    Units  Estimated Accuracy
 SA1729;SPC WA S     -   141,360.      541,200.      MT  (+/- 180 meters Scaled)
 SA1729
 SA1729                          SUPERSEDED SURVEY CONTROL
 SA1729
 SA1729  NGVD 29 (??/??/92)  620.152  (m)         2034.62   (f) ADJ UNCH    2 0
 SA1729
 SA1729.Superseded values are not recommended for survey control.
 SA1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1729.See file dsdata.txt to determine how the superseded data were derived.
 SA1729
 SA1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM731654(NAD 83)
 SA1729_MARKER: DD = SURVEY DISK
 SA1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1729_STAMPING: 37 TR 2035 1936
 SA1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1729+STABILITY: SURFACE MOTION
 SA1729
 SA1729  HISTORY     - Date     Condition        Report By
 SA1729  HISTORY     - 1936     MONUMENTED       USGS
 SA1729  HISTORY     - 1949     GOOD             NGS
 SA1729
 SA1729                          STATION DESCRIPTION
 SA1729
 SA1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1729'R3.9 MI E FROM PHILLIPS AND HAGERTY RANCH HDQT.
 SA1729'3.9 MILES EAST ALONG THE COLD CREEK ROAD FROM PHILLIPS AND HAGERTY
 SA1729'RANCH HEADQUARTERS, IN A SMALL FLAT AT THE SOUTH BASE OF A SMALL HILL,
 SA1729'ABOUT 220 YARDS NORTHWEST OF A WIRE GATE ACROSS THE ROAD, ABOUT 69
 SA1729'YARDS NORTH OF THE NORTH BANK OF COLD CREEK, 50 FEET NORTH OF THE
 SA1729'CENTER LINE OF THE ROAD, ABOUT 3 FEET HIGHER THAN THE ROAD, 1.8 FEET
 SA1729'EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SA1729'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0094 ***********************************************************************
 TP0094  DESIGNATION -  3709
 TP0094  PID         -  TP0094
 TP0094  STATE/COUNTY-  WA/FERRY
 TP0094  USGS QUAD   -  SHERMAN PEAK (1992)
 TP0094
 TP0094                         *CURRENT SURVEY CONTROL
 TP0094  ___________________________________________________________________
 TP0094* NAD 83(1986)-  48 37 19.     (N)    118 24 02.     (W)     SCALED    
 TP0094* NAVD 88     -      1128.976  (meters)    3703.98   (feet)  ADJUSTED  
 TP0094  ___________________________________________________________________
 TP0094  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 TP0094  DYNAMIC HT  -        1129.027 (meters)    3704.15  (feet)  COMP
 TP0094  MODELED GRAV-     980,615.9   (mgal)                       NAVD 88
 TP0094
 TP0094  VERT ORDER  -  FIRST     CLASS II
 TP0094
 TP0094.The horizontal coordinates were scaled from a topographic map and have
 TP0094.an estimated accuracy of +/- 6 seconds.
 TP0094
 TP0094.The orthometric height was determined by differential leveling
 TP0094.and adjusted by the National Geodetic Survey in June 1991..
 TP0094
 TP0094.The geoid height was determined by GEOID03.
 TP0094
 TP0094.The dynamic height is computed by dividing the NAVD 88
 TP0094.geopotential number by the normal gravity value computed on the
 TP0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0094.degrees latitude (g = 980.6199 gals.).
 TP0094
 TP0094.The modeled gravity was interpolated from observed gravity values.
 TP0094
 TP0094;                    North         East    Units  Estimated Accuracy
 TP0094;SPC WA N     -   183,170.      679,320.      MT  (+/- 180 meters Scaled)
 TP0094
 TP0094                          SUPERSEDED SURVEY CONTROL
 TP0094
 TP0094  NGVD 29 (??/??/92) 1127.657  (m)         3699.65   (f) ADJ UNCH    1 2
 TP0094
 TP0094.Superseded values are not recommended for survey control.
 TP0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0094.See file dsdata.txt to determine how the superseded data were derived.
 TP0094
 TP0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP967863(NAD 83)
 TP0094_MARKER: DD = SURVEY DISK
 TP0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0094_STAMPING: 3709 S S
 TP0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0094+STABILITY: SURFACE MOTION
 TP0094
 TP0094  HISTORY     - Date     Condition        Report By
 TP0094  HISTORY     - UNK      MONUMENTED       USGS
 TP0094  HISTORY     - 1946     GOOD             NGS
 TP0094
 TP0094                          STATION DESCRIPTION
 TP0094
 TP0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0094'20.4 MI W FROM KETTLE FALLS.
 TP0094'3.7 MILES WEST ALONG U.S. HIGHWAY NO. 395, THENCE.  2.5 MILES SOUTH
 TP0094'ALONG A COUNTY GRAVEL ROAD, THENCE.  14.2 MILES WEST ALONG THE
 TP0094'REPUBLIC-KETTLE FALLS ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 TP0094'KETTLE FALLS, 0.5 MILE WEST OF THE JUNCTION OF THE MCGAHEE STAGE
 TP0094'STATION ROAD, AT THE SOUTH END OF A LONG HORSESHOE BEND AND THE INSIDE
 TP0094'OF A SHORT HORSESHOE BEND, 11.0 FEET NORTH OF THE CENTERLINE OF THE
 TP0094'ROAD, 1.7 FEET SOUTH OF A WITNESS POST, A BENCH MARK DISK IN TOP OF A
 TP0094'CONCRETE POST, PROJECTING 1.0 FOOT ABOVE THE GROUND, AND ABOUT 3.0
 TP0094'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1694 ***********************************************************************
 RC1694  DESIGNATION -  375.1
 RC1694  PID         -  RC1694
 RC1694  STATE/COUNTY-  WA/SKAMANIA
 RC1694  USGS QUAD   -  HOOD RIVER (1994)
 RC1694
 RC1694                         *CURRENT SURVEY CONTROL
 RC1694  ___________________________________________________________________
 RC1694* NAD 83(1986)-  45 44 29.     (N)    121 31 35.     (W)     SCALED    
 RC1694* NAVD 88     -       115.343  (meters)     378.42   (feet)  ADJUSTED  
 RC1694  ___________________________________________________________________
 RC1694  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RC1694  DYNAMIC HT  -         115.341 (meters)     378.41  (feet)  COMP
 RC1694  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 RC1694
 RC1694  VERT ORDER  -  SECOND    CLASS 0
 RC1694
 RC1694.The horizontal coordinates were scaled from a topographic map and have
 RC1694.an estimated accuracy of +/- 6 seconds.
 RC1694
 RC1694.The orthometric height was determined by differential leveling
 RC1694.and adjusted by the National Geodetic Survey in June 1991..
 RC1694
 RC1694.The geoid height was determined by GEOID03.
 RC1694
 RC1694.The dynamic height is computed by dividing the NAVD 88
 RC1694.geopotential number by the normal gravity value computed on the
 RC1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1694.degrees latitude (g = 980.6199 gals.).
 RC1694
 RC1694.The modeled gravity was interpolated from observed gravity values.
 RC1694
 RC1694;                    North         East    Units  Estimated Accuracy
 RC1694;SPC WA S     -    45,880.      420,120.      MT  (+/- 180 meters Scaled)
 RC1694
 RC1694                          SUPERSEDED SURVEY CONTROL
 RC1694
 RC1694  NGVD 29 (??/??/92)  114.314  (m)          375.05   (f) ADJ UNCH    2 0
 RC1694
 RC1694.Superseded values are not recommended for survey control.
 RC1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1694.See file dsdata.txt to determine how the superseded data were derived.
 RC1694
 RC1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR146663(NAD 83)
 RC1694_MARKER: Q = CHISELED SQUARE
 RC1694_SETTING: 80 = SET IN A BOULDER
 RC1694_SP_SET: BOULDER
 RC1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1694+STABILITY: SURFACE MOTION
 RC1694
 RC1694  HISTORY     - Date     Condition        Report By
 RC1694  HISTORY     - UNK      MONUMENTED       USGS
 RC1694  HISTORY     - 1956     GOOD             NGS
 RC1694  HISTORY     - 1970     MARK NOT FOUND   NGS
 RC1694
 RC1694                          STATION DESCRIPTION
 RC1694
 RC1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1694'1.1 MI N FROM UNDERWOOD.
 RC1694'0.1 MILE WEST ALONG U.S. HIGHWAY 830 FROM THE SPOKANE, PORTLAND AND
 RC1694'SEATTLE RAILWAY STATION AT UNDERWOOD, THENCE 1.0 MILE NORTH ALONG A
 RC1694'COUNTY PAVED ROAD, IN T3N R10E, AT THE Y JUNCTION OF A COUNTY GRADED
 RC1694'ROAD LEADING NORTH, ON THE OUTSIDE OF A U CURVE, IN THE TOP OF A LARGE
 RC1694'BOULDER WHICH PROJECTS 3-FOOT ABOVE THE GROUND, 71 FEET NORTH OF THE
 RC1694'CENTER LINE OF THE PAVED ROAD, 30 1/2 FEET SOUTHWEST OF THE CENTER
 RC1694'LINE OF THE GRADED ROAD, 22 1/2 FEET NORTHWEST OF A STOP SIGN, ABOUT 2
 RC1694'1/2 FEET HIGHER THAN THE GRADED ROAD, AND MARKED BY THE WHITE PAINTED
 RC1694'NUMBERS 375.1.
 RC1694
 RC1694                          STATION RECOVERY (1970)
 RC1694
 RC1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC1694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0125 ***********************************************************************
 SC0125  DESIGNATION -  38
 SC0125  PID         -  SC0125
 SC0125  STATE/COUNTY-  WA/COWLITZ
 SC0125  USGS QUAD   -  KELSO (1990)
 SC0125
 SC0125                         *CURRENT SURVEY CONTROL
 SC0125  ___________________________________________________________________
 SC0125* NAD 83(1986)-  46 10 34.     (N)    122 54 14.     (W)     SCALED    
 SC0125* NAVD 88     -        12.752  (meters)      41.84   (feet)  ADJUSTED  
 SC0125  ___________________________________________________________________
 SC0125  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 SC0125  DYNAMIC HT  -          12.753 (meters)      41.84  (feet)  COMP
 SC0125  MODELED GRAV-     980,699.0   (mgal)                       NAVD 88
 SC0125
 SC0125  VERT ORDER  -  FIRST     CLASS II
 SC0125
 SC0125.The horizontal coordinates were scaled from a topographic map and have
 SC0125.an estimated accuracy of +/- 6 seconds.
 SC0125
 SC0125.The orthometric height was determined by differential leveling
 SC0125.and adjusted by the National Geodetic Survey in June 1991..
 SC0125.WARNING-Repeat measurements at this control monument indicate possible
 SC0125.vertical movement.
 SC0125
 SC0125.The geoid height was determined by GEOID03.
 SC0125
 SC0125.The dynamic height is computed by dividing the NAVD 88
 SC0125.geopotential number by the normal gravity value computed on the
 SC0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0125.degrees latitude (g = 980.6199 gals.).
 SC0125
 SC0125.The modeled gravity was interpolated from observed gravity values.
 SC0125
 SC0125;                    North         East    Units  Estimated Accuracy
 SC0125;SPC WA S     -    96,500.      314,420.      MT  (+/- 180 meters Scaled)
 SC0125
 SC0125                          SUPERSEDED SURVEY CONTROL
 SC0125
 SC0125  NGVD 29 (05/16/90)   11.709  (m)           38.42   (f) ADJUSTED    1 2
 SC0125
 SC0125.Superseded values are not recommended for survey control.
 SC0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0125.See file dsdata.txt to determine how the superseded data were derived.
 SC0125
 SC0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES074136(NAD 83)
 SC0125_MARKER: DD = SURVEY DISK
 SC0125_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SC0125_SP_SET: TUNNEL WALL
 SC0125_STAMPING: 38.094 FT 1914
 SC0125_MARK LOGO: USGS  
 SC0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC0125+STABILITY: POSITION/ELEVATION WELL
 SC0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0125+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 SC0125
 SC0125  HISTORY     - Date     Condition        Report By
 SC0125  HISTORY     - 1914     MONUMENTED       USGS
 SC0125  HISTORY     - 1935     GOOD             NGS
 SC0125  HISTORY     - 1987     GOOD             NGS
 SC0125  HISTORY     - 20010913 GOOD             WA-015
 SC0125  HISTORY     - 20060207 GOOD             USPSQD
 SC0125
 SC0125                          STATION DESCRIPTION
 SC0125
 SC0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0125'1.25 MI S FROM OSTRANDER.
 SC0125'1-1/4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM OSTRANDER,
 SC0125'COWLITZ COUNTY, 14 FEET NORTHEAST OF THE NORTHEAST PORTAL OF THE
 SC0125'TUNNEL UNDER ROCKY POINT, 10 FEET SOUTHEAST OF THE CENTERLINE OF THE
 SC0125'EAST DOUBLE TRACK, IN THE FACE OF THE CONCRETE RETAINING WING WALL,
 SC0125'AND 4 FEET ABOVE THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 SC0125'STANDARD DISK STAMPED 38.094 FT 1914 B 3 AND SET VERTICALLY.
 SC0125
 SC0125                          STATION RECOVERY (1987)
 SC0125
 SC0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0125'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN LINE 34 WASH IS
 SC0125'ADEQUATE EXCEPT ADD--A RUBBING WAS TAKEN AND THE STAMPING IS 38.094
 SC0125'FT 1914 AND NOT 38.094 FT 1914 B 3.
 SC0125'THE MARK IS 1.8 M ABOVE THE TRACKS.
 SC0125
 SC0125                          STATION RECOVERY (2001)
 SC0125
 SC0125'RECOVERY NOTE BY COWLITZ COUNTY WASHINGTON 2001 (DLD)
 SC0125'A 4.0 FT. PLASTIC WITNESS POST MARKED 'WSDOT 4049 NGS 38' WAS SET 40.0
 SC0125'FT. NORTH AND 50.0 FT. EAST OF MARK.
 SC0125
 SC0125                          STATION RECOVERY (2006)
 SC0125
 SC0125'RECOVERY NOTE BY US POWER SQUADRON 2006
 SC0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0719 ***********************************************************************
 RZ0719  DESIGNATION -  38 L C
 RZ0719  PID         -  RZ0719
 RZ0719  STATE/COUNTY-  WA/WHITMAN
 RZ0719  USGS QUAD   -  ALMOTA (1975)
 RZ0719
 RZ0719                         *CURRENT SURVEY CONTROL
 RZ0719  ___________________________________________________________________
 RZ0719* NAD 83(1986)-  46 43 04.     (N)    117 28 54.     (W)     SCALED    
 RZ0719* NAVD 88     -       440.939  (meters)    1446.65   (feet)  ADJUSTED  
 RZ0719  ___________________________________________________________________
 RZ0719  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 RZ0719  DYNAMIC HT  -         440.919 (meters)    1446.58  (feet)  COMP
 RZ0719  MODELED GRAV-     980,558.6   (mgal)                       NAVD 88
 RZ0719
 RZ0719  VERT ORDER  -  SECOND    CLASS 0
 RZ0719
 RZ0719.The horizontal coordinates were scaled from a topographic map and have
 RZ0719.an estimated accuracy of +/- 6 seconds.
 RZ0719
 RZ0719.The orthometric height was determined by differential leveling
 RZ0719.and adjusted by the National Geodetic Survey in June 1991..
 RZ0719
 RZ0719.The geoid height was determined by GEOID03.
 RZ0719
 RZ0719.The dynamic height is computed by dividing the NAVD 88
 RZ0719.geopotential number by the normal gravity value computed on the
 RZ0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0719.degrees latitude (g = 980.6199 gals.).
 RZ0719
 RZ0719.The modeled gravity was interpolated from observed gravity values.
 RZ0719
 RZ0719;                    North         East    Units  Estimated Accuracy
 RZ0719;SPC WA S     -   158,300.      730,690.      MT  (+/- 180 meters Scaled)
 RZ0719
 RZ0719                          SUPERSEDED SURVEY CONTROL
 RZ0719
 RZ0719  NGVD 29 (??/??/92)  439.924  (m)         1443.32   (f) ADJ UNCH    2 0
 RZ0719
 RZ0719.Superseded values are not recommended for survey control.
 RZ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0719.See file dsdata.txt to determine how the superseded data were derived.
 RZ0719
 RZ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM631739(NAD 83)
 RZ0719_MARKER: DD = SURVEY DISK
 RZ0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0719_STAMPING: 38 L C 1948
 RZ0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0719+STABILITY: SURFACE MOTION
 RZ0719
 RZ0719  HISTORY     - Date     Condition        Report By
 RZ0719  HISTORY     - 1948     MONUMENTED       USGS
 RZ0719  HISTORY     - 1952     GOOD             NGS
 RZ0719  HISTORY     - 1970     MARK NOT FOUND   NGS
 RZ0719
 RZ0719                          STATION DESCRIPTION
 RZ0719
 RZ0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0719'2.9 MI N FROM ALMOTA.
 RZ0719'2.9 MILES NORTH ALONG A GRAVEL ROAD FROM THE CAMAS PRAIRIE RAILROAD
 RZ0719'STATION AT ALMOTA, AT THE SOUTH END OF A SHARP CURVE, 63 FEET SOUTH OF
 RZ0719'THE SOUTHWEST END OF A 6-FOOT CORRUGATED METAL PIPE CULVERT, 20 FEET
 RZ0719'WEST OF THE CENTER LINE OF THE ROAD, 1.9 FEET EAST OF A FENCE, 0.8
 RZ0719'FOOT SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 RZ0719'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 FOOT ABOVE THE
 RZ0719'GROUND.
 RZ0719
 RZ0719                          STATION RECOVERY (1970)
 RZ0719
 RZ0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RZ0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1731 ***********************************************************************
 SA1731  DESIGNATION -  38 TR
 SA1731  PID         -  SA1731
 SA1731  STATE/COUNTY-  WA/YAKIMA
 SA1731  USGS QUAD   -  CAIRN HOPE PEAK (1978)
 SA1731
 SA1731                         *CURRENT SURVEY CONTROL
 SA1731  ___________________________________________________________________
 SA1731* NAD 83(1986)-  46 35 58.     (N)    119 55 49.     (W)     SCALED    
 SA1731* NAVD 88     -       564.703  (meters)    1852.70   (feet)  ADJUSTED  
 SA1731  ___________________________________________________________________
 SA1731  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 SA1731  DYNAMIC HT  -         564.711 (meters)    1852.72  (feet)  COMP
 SA1731  MODELED GRAV-     980,609.6   (mgal)                       NAVD 88
 SA1731
 SA1731  VERT ORDER  -  SECOND    CLASS 0
 SA1731
 SA1731.The horizontal coordinates were scaled from a topographic map and have
 SA1731.an estimated accuracy of +/- 6 seconds.
 SA1731
 SA1731.The orthometric height was determined by differential leveling
 SA1731.and adjusted by the National Geodetic Survey in June 1991..
 SA1731
 SA1731.The geoid height was determined by GEOID03.
 SA1731
 SA1731.The dynamic height is computed by dividing the NAVD 88
 SA1731.geopotential number by the normal gravity value computed on the
 SA1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1731.degrees latitude (g = 980.6199 gals.).
 SA1731
 SA1731.The modeled gravity was interpolated from observed gravity values.
 SA1731
 SA1731;                    North         East    Units  Estimated Accuracy
 SA1731;SPC WA S     -   140,890.      543,650.      MT  (+/- 180 meters Scaled)
 SA1731
 SA1731                          SUPERSEDED SURVEY CONTROL
 SA1731
 SA1731  NGVD 29 (??/??/92)  563.621  (m)         1849.15   (f) ADJ UNCH    2 0
 SA1731
 SA1731.Superseded values are not recommended for survey control.
 SA1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1731.See file dsdata.txt to determine how the superseded data were derived.
 SA1731
 SA1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM755648(NAD 83)
 SA1731_MARKER: DD = SURVEY DISK
 SA1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1731_STAMPING: 38 TR 1849 1936
 SA1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1731+STABILITY: SURFACE MOTION
 SA1731
 SA1731  HISTORY     - Date     Condition        Report By
 SA1731  HISTORY     - 1936     MONUMENTED       USGS
 SA1731  HISTORY     - 1949     GOOD             NGS
 SA1731
 SA1731                          STATION DESCRIPTION
 SA1731
 SA1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1731'R5.5 MI E FROM PHILLIPS AND HAGERTY RANCH HDQT.
 SA1731'5.5 MILES EAST ALONG THE COLD CREEK ROAD FROM PHILLIPS AND HAGERTY
 SA1731'RANCH HEADQUARTERS, ABOUT 0.1 MILE EAST OF A POINT WHERE COLD CREEK
 SA1731'MAKES A U TURN IN NEAR THE ROAD, ABOUT 80 YARDS NORTH OF THE NORTH
 SA1731'BANK OF THE CREEK, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT
 SA1731'2 FEET HIGHER THAN THE ROAD, 1.5 FEET SOUTH OF A WITNESS POST, AND SET
 SA1731'IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0395 ***********************************************************************
 SB0395  DESIGNATION -  38 USIIS
 SB0395  PID         -  SB0395
 SB0395  STATE/COUNTY-  WA/YAKIMA
 SB0395  USGS QUAD   -  WAPATO (1985)
 SB0395
 SB0395                         *CURRENT SURVEY CONTROL
 SB0395  ___________________________________________________________________
 SB0395* NAD 83(1986)-  46 22 32.     (N)    120 26 20.     (W)     SCALED    
 SB0395* NAVD 88     -       243.934  (meters)     800.31   (feet)  ADJUSTED  
 SB0395  ___________________________________________________________________
 SB0395  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SB0395  DYNAMIC HT  -         243.934 (meters)     800.31  (feet)  COMP
 SB0395  MODELED GRAV-     980,609.6   (mgal)                       NAVD 88
 SB0395
 SB0395  VERT ORDER  -  SECOND    CLASS 0
 SB0395
 SB0395.The horizontal coordinates were scaled from a topographic map and have
 SB0395.an estimated accuracy of +/- 6 seconds.
 SB0395
 SB0395.The orthometric height was determined by differential leveling
 SB0395.and adjusted by the National Geodetic Survey in June 1991..
 SB0395
 SB0395.The geoid height was determined by GEOID03.
 SB0395
 SB0395.The dynamic height is computed by dividing the NAVD 88
 SB0395.geopotential number by the normal gravity value computed on the
 SB0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0395.degrees latitude (g = 980.6199 gals.).
 SB0395
 SB0395.The modeled gravity was interpolated from observed gravity values.
 SB0395
 SB0395;                    North         East    Units  Estimated Accuracy
 SB0395;SPC WA S     -   115,840.      504,700.      MT  (+/- 180 meters Scaled)
 SB0395
 SB0395                          SUPERSEDED SURVEY CONTROL
 SB0395
 SB0395  NGVD 29 (??/??/92)  242.889  (m)          796.88   (f) ADJ UNCH    2 0
 SB0395
 SB0395.Superseded values are not recommended for survey control.
 SB0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0395.See file dsdata.txt to determine how the superseded data were derived.
 SB0395
 SB0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS969389(NAD 83)
 SB0395_MARKER: DD = SURVEY DISK
 SB0395_SETTING: 0 = UNSPECIFIED SETTING
 SB0395_STAMPING: 38
 SB0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0395
 SB0395  HISTORY     - Date     Condition        Report By
 SB0395  HISTORY     - UNK      MONUMENTED       DI
 SB0395  HISTORY     - 1961     GOOD             NGS
 SB0395  HISTORY     - 1982     MARK NOT FOUND   NGS
 SB0395
 SB0395                          STATION DESCRIPTION
 SB0395
 SB0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0395'5.8 MI S FROM WAPITO.
 SB0395'4.8 MILES SOUTH ALONG SOUTH WAPATO ROAD FROM THE WAPATO INDIAN
 SB0395'IRRIGATION OFFICE, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 3B, AT A
 SB0395'GRAVELED ROAD CROSSING, 36 FEET WEST OF THE CENTER OF THE GRAVELED
 SB0395'ROAD, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 SB0395'SOUTHWEST OF A FENCE CORNER POST, AND 2 FEET EAST OF A WHITE WITNESS
 SB0395'POST, PROJECTS 2 INCHES.
 SB0395
 SB0395                          STATION RECOVERY (1982)
 SB0395
 SB0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0395'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1013 ***********************************************************************
 SA1013  DESIGNATION -  380
 SA1013  PID         -  SA1013
 SA1013  STATE/COUNTY-  WA/BENTON
 SA1013  USGS QUAD   -  RICHLAND (1992)
 SA1013
 SA1013                         *CURRENT SURVEY CONTROL
 SA1013  ___________________________________________________________________
 SA1013* NAD 83(1986)-  46 17 51.     (N)    119 19 58.     (W)     SCALED    
 SA1013* NAVD 88     -       116.950  (meters)     383.69   (feet)  ADJUSTED  
 SA1013  ___________________________________________________________________
 SA1013  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SA1013  DYNAMIC HT  -         116.955 (meters)     383.71  (feet)  COMP
 SA1013  MODELED GRAV-     980,658.7   (mgal)                       NAVD 88
 SA1013
 SA1013  VERT ORDER  -  SECOND    CLASS 0
 SA1013
 SA1013.The horizontal coordinates were scaled from a topographic map and have
 SA1013.an estimated accuracy of +/- 6 seconds.
 SA1013
 SA1013.The orthometric height was determined by differential leveling
 SA1013.and adjusted by the National Geodetic Survey in June 1991..
 SA1013
 SA1013.The geoid height was determined by GEOID03.
 SA1013
 SA1013.The dynamic height is computed by dividing the NAVD 88
 SA1013.geopotential number by the normal gravity value computed on the
 SA1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1013.degrees latitude (g = 980.6199 gals.).
 SA1013
 SA1013.The modeled gravity was interpolated from observed gravity values.
 SA1013
 SA1013;                    North         East    Units  Estimated Accuracy
 SA1013;SPC WA S     -   107,830.      589,920.      MT  (+/- 180 meters Scaled)
 SA1013
 SA1013                          SUPERSEDED SURVEY CONTROL
 SA1013
 SA1013  NGVD 29 (??/??/92)  115.916  (m)          380.30   (f) ADJ UNCH    2 0
 SA1013
 SA1013.Superseded values are not recommended for survey control.
 SA1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1013.See file dsdata.txt to determine how the superseded data were derived.
 SA1013
 SA1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM203297(NAD 83)
 SA1013_MARKER: DD = SURVEY DISK
 SA1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA1013_SP_SET: BRIDGE
 SA1013_STAMPING: 380.64 ELV BM
 SA1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA1013
 SA1013  HISTORY     - Date     Condition        Report By
 SA1013  HISTORY     - UNK      MONUMENTED       AEC
 SA1013  HISTORY     - 1949     GOOD             NGS
 SA1013
 SA1013                          STATION DESCRIPTION
 SA1013
 SA1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1013'3.0 MI W FROM RICHLAND.
 SA1013'3.0 MILES WEST ALONG THE KIONA HIGHWAY FROM JEFFERSON GRADE SCHOOL AT
 SA1013'RICHLAND, AT A BRIDGE OVER THE YAKIMA RIVER, IN TOP OF THE NORTHEAST
 SA1013'END OF THE NORTHWEST CONCRETE CURBING, 11.5 FEET NORTHWEST OF THE
 SA1013'CENTER LINE OF THE HIGHWAY, 0.8 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0264 ***********************************************************************
 SA0264  DESIGNATION -  386
 SA0264  PID         -  SA0264
 SA0264  STATE/COUNTY-  WA/WALLA WALLA
 SA0264  USGS QUAD   -  ZANGAR JUNCTION (1991)
 SA0264
 SA0264                         *CURRENT SURVEY CONTROL
 SA0264  ___________________________________________________________________
 SA0264* NAD 83(1986)-  46 04 18.     (N)    118 46 53.     (W)     SCALED    
 SA0264* NAVD 88     -       118.701  (meters)     389.44   (feet)  ADJUSTED  
 SA0264  ___________________________________________________________________
 SA0264  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SA0264  DYNAMIC HT  -         118.700 (meters)     389.43  (feet)  COMP
 SA0264  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 SA0264
 SA0264  VERT ORDER  -  FIRST     CLASS I
 SA0264
 SA0264.The horizontal coordinates were scaled from a topographic map and have
 SA0264.an estimated accuracy of +/- 6 seconds.
 SA0264
 SA0264.The orthometric height was determined by differential leveling
 SA0264.and adjusted by the National Geodetic Survey in June 1991..
 SA0264
 SA0264.The geoid height was determined by GEOID03.
 SA0264
 SA0264.The dynamic height is computed by dividing the NAVD 88
 SA0264.geopotential number by the normal gravity value computed on the
 SA0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0264.degrees latitude (g = 980.6199 gals.).
 SA0264
 SA0264.The modeled gravity was interpolated from observed gravity values.
 SA0264
 SA0264;                    North         East    Units  Estimated Accuracy
 SA0264;SPC WA S     -    83,510.      632,940.      MT  (+/- 180 meters Scaled)
 SA0264
 SA0264                          SUPERSEDED SURVEY CONTROL
 SA0264
 SA0264  NGVD 29 (??/??/92)  117.699  (m)          386.15   (f) ADJ UNCH    1 1
 SA0264
 SA0264.Superseded values are not recommended for survey control.
 SA0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0264.See file dsdata.txt to determine how the superseded data were derived.
 SA0264
 SA0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM622035(NAD 83)
 SA0264_MARKER: P = PIPE CAP
 SA0264_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0264_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0264_STAMPING: 386 WASH 1915
 SA0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0264
 SA0264  HISTORY     - Date     Condition        Report By
 SA0264  HISTORY     - 1915     MONUMENTED       USGS
 SA0264  HISTORY     - 1968     GOOD             NGS
 SA0264  HISTORY     - 1976     GOOD             NGS
 SA0264  HISTORY     - 20031102 GOOD             GEOCAC
 SA0264
 SA0264                          STATION DESCRIPTION
 SA0264
 SA0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0264'6.6 MI E FROM WALLULA JUNCTION.
 SA0264'6.6 MILES EAST ALONG U.S. HIGHWAY 12 FROM THE STATE TRUCK SCALES AT
 SA0264'WALLULA JUNCTION, IN R32E T7N, SECTION 23, AT THE CROSSING OF A DIRT
 SA0264'ROAD AT REESE SIDING, 87 1/2 FEET NORTH OF THE NORTH SIDE OF A HIGHWAY
 SA0264'OVERPASS OVER THE UNION PACIFIC RAILROAD, 87.4 FEET NORTH AND ACROSS
 SA0264'THE TRACK FROM BENCH MARK S 40, 28.3 FEET NORTHEAST OF THE NORTHEAST
 SA0264'RAIL, 25 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A RAILROAD
 SA0264'CATTLEGUARD, 7 1/2 FEET SOUTHWEST OF THE T JUNCTION OF FENCES, 25 FEET
 SA0264'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT HIGHER THAN THE
 SA0264'ROAD, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF
 SA0264'AN IRON PIPE WHICH IS ENCASED IN A CONCRETE POST PROJECTING 1.0 FOOT
 SA0264'ABOVE THE GROUND.
 SA0264
 SA0264                          STATION RECOVERY (1976)
 SA0264
 SA0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SA0264'RECOVERED IN GOOD CONDITION.
 SA0264
 SA0264                          STATION RECOVERY (2003)
 SA0264
 SA0264'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0934 ***********************************************************************
 SA0934  DESIGNATION -  387 T
 SA0934  PID         -  SA0934
 SA0934  STATE/COUNTY-  WA/FRANKLIN
 SA0934  USGS QUAD   -  COLUMBIA POINT (1992)
 SA0934
 SA0934                         *CURRENT SURVEY CONTROL
 SA0934  ___________________________________________________________________
 SA0934* NAD 83(1986)-  46 15 46.     (N)    119 14 05.     (W)     SCALED    
 SA0934* NAVD 88     -       118.967  (meters)     390.31   (feet)  ADJUSTED  
 SA0934  ___________________________________________________________________
 SA0934  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SA0934  DYNAMIC HT  -         118.972 (meters)     390.33  (feet)  COMP
 SA0934  MODELED GRAV-     980,651.9   (mgal)                       NAVD 88
 SA0934
 SA0934  VERT ORDER  -  SECOND    CLASS 0
 SA0934
 SA0934.The horizontal coordinates were scaled from a topographic map and have
 SA0934.an estimated accuracy of +/- 6 seconds.
 SA0934
 SA0934.The orthometric height was determined by differential leveling
 SA0934.and adjusted by the National Geodetic Survey in June 1991..
 SA0934
 SA0934.The geoid height was determined by GEOID03.
 SA0934
 SA0934.The dynamic height is computed by dividing the NAVD 88
 SA0934.geopotential number by the normal gravity value computed on the
 SA0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0934.degrees latitude (g = 980.6199 gals.).
 SA0934
 SA0934.The modeled gravity was interpolated from observed gravity values.
 SA0934
 SA0934;                    North         East    Units  Estimated Accuracy
 SA0934;SPC WA S     -   104,090.      597,540.      MT  (+/- 180 meters Scaled)
 SA0934
 SA0934                          SUPERSEDED SURVEY CONTROL
 SA0934
 SA0934  NGVD 29 (??/??/92)  117.936  (m)          386.93   (f) ADJ UNCH    2 0
 SA0934
 SA0934.Superseded values are not recommended for survey control.
 SA0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0934.See file dsdata.txt to determine how the superseded data were derived.
 SA0934
 SA0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM277256(NAD 83)
 SA0934_MARKER: P = PIPE CAP
 SA0934_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0934_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0934_STAMPING: 387 T
 SA0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0934
 SA0934  HISTORY     - Date     Condition        Report By
 SA0934  HISTORY     - UNK      MONUMENTED       USGS
 SA0934  HISTORY     - 1949     GOOD             NGS
 SA0934
 SA0934                          STATION DESCRIPTION
 SA0934
 SA0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA0934'7.5 MI W FROM PASCO.
 SA0934'ABOUT 0.3 MILE NORTH ALONG U. S. HIGHWAY 395 FROM THE COURTHOUSE AT
 SA0934'PASCO, THENCE 4.0 MILES WEST ALONG THE COLUMBIA RIVER ROAD, THENCE 3.2
 SA0934'MILES NORTHWEST ALONG THE RIVERVIEW ROAD, AT THE ABANDONED SITE OF THE
 SA0934'OLD TIMMERMAN FERRY, AT A POINT WHERE A POWER LINE CROSSES OVER THE
 SA0934'COLUMBIA RIVER, ABOUT 300 FEET EAST OF A HOUSE, 22.0 FEET EAST OF THE
 SA0934'CENTER LINE OF THE ROAD, 8.0 FEET WEST OF A WIRE FENCE, 2.0 FEET EAST
 SA0934'OF A WHITE WOODEN WITNESS POST, A CAP RIVETED ON TOP OF AN IRON PIPE
 SA0934'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0753 ***********************************************************************
 SA0753  DESIGNATION -  388
 SA0753  PID         -  SA0753
 SA0753  STATE/COUNTY-  WA/FRANKLIN
 SA0753  USGS QUAD   -  SAVAGE ISLAND (1986)
 SA0753
 SA0753                         *CURRENT SURVEY CONTROL
 SA0753  ___________________________________________________________________
 SA0753* NAD 83(1986)-  46 32 42.     (N)    119 17 10.     (W)     SCALED    
 SA0753* NAVD 88     -       119.38   (+/-2cm)     391.7    (feet)  VERTCON   
 SA0753  ___________________________________________________________________
 SA0753  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SA0753
 SA0753  VERT ORDER  -  ? (See Below)
 SA0753
 SA0753.The horizontal coordinates were scaled from a topographic map and have
 SA0753.an estimated accuracy of +/- 6 seconds.
 SA0753
 SA0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0753.The vertical order pertains to the NGVD 29 superseded value.
 SA0753
 SA0753.The geoid height was determined by GEOID03.
 SA0753
 SA0753;                    North         East    Units  Estimated Accuracy
 SA0753;SPC WA S     -   135,390.      593,090.      MT  (+/- 180 meters Scaled)
 SA0753
 SA0753                          SUPERSEDED SURVEY CONTROL
 SA0753
 SA0753  NGVD 29 (??/??/92)  118.320  (m)          388.19   (f) ADJ UNCH    ?  
 SA0753
 SA0753.Superseded values are not recommended for survey control.
 SA0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0753.See file dsdata.txt to determine how the superseded data were derived.
 SA0753
 SA0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM247571(NAD 83)
 SA0753_MARKER: P = PIPE CAP
 SA0753_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0753_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0753_STAMPING: 388 WASH 1913
 SA0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0753
 SA0753  HISTORY     - Date     Condition        Report By
 SA0753  HISTORY     - 1913     MONUMENTED       USGS
 SA0753
 SA0753                          STATION DESCRIPTION
 SA0753
 SA0753'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 SA0753'3.2 MI NW FROM RINGOLD.
 SA0753'3.2 MILES NORTHWEST ALONG A ROAD FROM RINGOLD, FRANKLIN COUNTY, 40
 SA0753'FEET EAST OF A PUMPING PLANT ON THE PIONEER RANCH, AND 40 FEET WEST OF
 SA0753'THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 388
 SA0753'WASH 1913 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0760 ***********************************************************************
 SX0760  DESIGNATION -  3=891.7
 SX0760  PID         -  SX0760
 SX0760  STATE/COUNTY-  WA/KING
 SX0760  USGS QUAD   -  EAGLE GORGE (1993)
 SX0760
 SX0760                         *CURRENT SURVEY CONTROL
 SX0760  ___________________________________________________________________
 SX0760* NAD 83(1986)-  47 18 17.     (N)    121 51 01.     (W)     SCALED    
 SX0760* NAVD 88     -       272.939  (meters)     895.47   (feet)  ADJUSTED  
 SX0760  ___________________________________________________________________
 SX0760  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SX0760  DYNAMIC HT  -         272.962 (meters)     895.54  (feet)  COMP
 SX0760  MODELED GRAV-     980,689.6   (mgal)                       NAVD 88
 SX0760
 SX0760  VERT ORDER  -  FIRST     CLASS I
 SX0760
 SX0760.The horizontal coordinates were scaled from a topographic map and have
 SX0760.an estimated accuracy of +/- 6 seconds.
 SX0760
 SX0760.The orthometric height was determined by differential leveling
 SX0760.and adjusted by the National Geodetic Survey in June 1991..
 SX0760
 SX0760.The geoid height was determined by GEOID03.
 SX0760
 SX0760.The dynamic height is computed by dividing the NAVD 88
 SX0760.geopotential number by the normal gravity value computed on the
 SX0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0760.degrees latitude (g = 980.6199 gals.).
 SX0760
 SX0760.The modeled gravity was interpolated from observed gravity values.
 SX0760
 SX0760;                    North         East    Units  Estimated Accuracy
 SX0760;SPC WA N     -    34,390.      423,100.      MT  (+/- 180 meters Scaled)
 SX0760
 SX0760                          SUPERSEDED SURVEY CONTROL
 SX0760
 SX0760  NGVD 29 (??/??/92)  271.840  (m)          891.86   (f) ADJ UNCH    1 1
 SX0760
 SX0760.Superseded values are not recommended for survey control.
 SX0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0760.See file dsdata.txt to determine how the superseded data were derived.
 SX0760
 SX0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET869396(NAD 83)
 SX0760_MARKER: N = NAIL
 SX0760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0760_SP_SET: FOUNDATION
 SX0760_MARK LOGO: USGS  
 SX0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0760
 SX0760  HISTORY     - Date     Condition        Report By
 SX0760  HISTORY     - UNK      MONUMENTED       USGS
 SX0760  HISTORY     - 1973     GOOD             NGS
 SX0760  HISTORY     - 1982     GOOD             NGS
 SX0760
 SX0760                          STATION DESCRIPTION
 SX0760
 SX0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SX0760'3.0 MI SE FROM KANASKAT.
 SX0760'0.85 MILE SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SX0760'STATION AT KANASKAT, THENCE 2.15 MILES SOUTHEAST ALONG SE GREEN RIVER
 SX0760'HEADWORKS ROAD, AT THE HEADWORKS OF THE TACOMA WATER SUPPLY, IN THE
 SX0760'TOP OF THE NORTH CORNER OF CONCRETE FOUNDATION OF THE NORTHEAST ONE OF
 SX0760'A ROW OF STEEL PIER FOR THE CAT WALK OF A FORMER STEEL TRUSS RAILROAD
 SX0760'BRIDGE OVER GREEN RIVER NOW BEARING A LARGE PIPE, 23.0 FEET NORTH OF
 SX0760'BENCH MARK T 249, 13.0 FEET SOUTH-SOUTHEAST OF THE EAST CORNER OF THE
 SX0760'PURIFICATION PLANT, 41.8 FEET NORTHEAST OF THE SOUTH CORNER OF AN
 SX0760'OFFICE AND STORE ROOM, 7.8 FEET NORTHEAST OF THE CENTER LINE OF THE
 SX0760'CAT WALK, ABOUT 13 FEET LOWER THAN THE ROAD, AND NEAR THE CHISELED
 SX0760'LETTERS USBM.  1/4, SEC 13, T 21N, R 7E.
 SX0760
 SX0760                          STATION RECOVERY (1982)
 SX0760
 SX0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0908 ***********************************************************************
 SB0908  DESIGNATION -  39 36 WAHC
 SB0908  PID         -  SB0908
 SB0908  STATE/COUNTY-  WA/YAKIMA
 SB0908  USGS QUAD   -  YAKIMA EAST (1985)
 SB0908
 SB0908                         *CURRENT SURVEY CONTROL
 SB0908  ___________________________________________________________________
 SB0908* NAD 83(1986)-  46 30 21.     (N)    120 27 08.     (W)     SCALED    
 SB0908* NAVD 88     -       282.754  (meters)     927.67   (feet)  ADJUSTED  
 SB0908  ___________________________________________________________________
 SB0908  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SB0908  DYNAMIC HT  -         282.752 (meters)     927.66  (feet)  COMP
 SB0908  MODELED GRAV-     980,598.4   (mgal)                       NAVD 88
 SB0908
 SB0908  VERT ORDER  -  FIRST     CLASS II
 SB0908
 SB0908.The horizontal coordinates were scaled from a topographic map and have
 SB0908.an estimated accuracy of +/- 6 seconds.
 SB0908
 SB0908.The orthometric height was determined by differential leveling
 SB0908.and adjusted by the National Geodetic Survey in June 1991..
 SB0908
 SB0908.The geoid height was determined by GEOID03.
 SB0908
 SB0908.The dynamic height is computed by dividing the NAVD 88
 SB0908.geopotential number by the normal gravity value computed on the
 SB0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0908.degrees latitude (g = 980.6199 gals.).
 SB0908
 SB0908.The modeled gravity was interpolated from observed gravity values.
 SB0908
 SB0908;                    North         East    Units  Estimated Accuracy
 SB0908;SPC WA S     -   130,320.      503,670.      MT  (+/- 180 meters Scaled)
 SB0908
 SB0908                          SUPERSEDED SURVEY CONTROL
 SB0908
 SB0908.No superseded survey control is available for this station.
 SB0908
 SB0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS954534(NAD 83)
 SB0908_MARKER: DB = BENCH MARK DISK
 SB0908_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SB0908_SP_SET: ABUTMENT
 SB0908_STAMPING: BM 39-36
 SB0908_MARK LOGO: WAHC  
 SB0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0908
 SB0908  HISTORY     - Date     Condition        Report By
 SB0908  HISTORY     - UNK      MONUMENTED       WAHC
 SB0908  HISTORY     - 1982     GOOD             NGS
 SB0908  HISTORY     - 1989     GOOD             USPSQD
 SB0908  HISTORY     - 1990     GOOD             USPSQD
 SB0908
 SB0908                          STATION DESCRIPTION
 SB0908
 SB0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0908'1.45 KM (0.9 MI) NE FROM PARKER.
 SB0908'0.32 KM (0.2 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SB0908'THE INTERSECTION OF SECOND AVENUE AT PARKER, THENCE 1.15 KM (0.7 MI)
 SB0908'EAST ALONG PARKER BRIDGE ROAD, IN TOP OF THE EAST EDGE OF THE EAST
 SB0908'ABUTMENT FOR THE CONCRETE BRIDGE OVER THE YAKIMA RIVER, 5.0 METERS
 SB0908'(16.5 FT) SOUTH OF THE ROAD CENTERLINE, 0.35 METER (1.2 FT) NORTH OF
 SB0908'THE NORTH EDGE OF THE CONCRETE GUARD RAIL ON THE ABUTMENT.
 SB0908'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SB0908
 SB0908                          STATION RECOVERY (1989)
 SB0908
 SB0908'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0908'RECOVERED IN GOOD CONDITION.
 SB0908
 SB0908                          STATION RECOVERY (1990)
 SB0908
 SB0908'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0887 ***********************************************************************
 SB0887  DESIGNATION -  39 75
 SB0887  PID         -  SB0887
 SB0887  STATE/COUNTY-  WA/YAKIMA
 SB0887  USGS QUAD   -  KUSSHI CREEK (1965)
 SB0887
 SB0887                         *CURRENT SURVEY CONTROL
 SB0887  ___________________________________________________________________
 SB0887* NAD 83(1986)-  46 04 52.     (N)    120 33 13.     (W)     SCALED    
 SB0887* NAVD 88     -       512.742  (meters)    1682.22   (feet)  ADJUSTED  
 SB0887  ___________________________________________________________________
 SB0887  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 SB0887  DYNAMIC HT  -         512.705 (meters)    1682.10  (feet)  COMP
 SB0887  MODELED GRAV-     980,527.6   (mgal)                       NAVD 88
 SB0887
 SB0887  VERT ORDER  -  FIRST     CLASS II
 SB0887
 SB0887.The horizontal coordinates were scaled from a topographic map and have
 SB0887.an estimated accuracy of +/- 6 seconds.
 SB0887
 SB0887.The orthometric height was determined by differential leveling
 SB0887.and adjusted by the National Geodetic Survey in June 1991..
 SB0887
 SB0887.The geoid height was determined by GEOID03.
 SB0887
 SB0887.The dynamic height is computed by dividing the NAVD 88
 SB0887.geopotential number by the normal gravity value computed on the
 SB0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0887.degrees latitude (g = 980.6199 gals.).
 SB0887
 SB0887.The modeled gravity was interpolated from observed gravity values.
 SB0887
 SB0887;                    North         East    Units  Estimated Accuracy
 SB0887;SPC WA S     -    83,120.      495,850.      MT  (+/- 180 meters Scaled)
 SB0887
 SB0887                          SUPERSEDED SURVEY CONTROL
 SB0887
 SB0887.No superseded survey control is available for this station.
 SB0887
 SB0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS891059(NAD 83)
 SB0887_MARKER: DB = BENCH MARK DISK
 SB0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0887_SP_SET: CONCRETE POST
 SB0887_STAMPING: 39 75 WAHC
 SB0887_MARK LOGO: WAHC  
 SB0887_PROJECTION: PROJECTING 10 CENTIMETERS
 SB0887_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0887+STABILITY: SURFACE MOTION
 SB0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0887+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 SB0887
 SB0887  HISTORY     - Date     Condition        Report By
 SB0887  HISTORY     - UNK      MONUMENTED       WAHC
 SB0887  HISTORY     - 1982     GOOD             NGS
 SB0887  HISTORY     - 19950501 GOOD             WADT
 SB0887
 SB0887                          STATION DESCRIPTION
 SB0887
 SB0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0887'37.3 KM (23.3 MI) NORTH FROM GOLDENDALE.
 SB0887'1.75 KM (1.1 MI) NORTHEAST ALONG BUSINESS ROUTE 97 FROM THE COURTHOUSE
 SB0887'AT GOLDENDALE, THENCE 35.55 KM (22.2 MI) NORTH ALONG US HIGHWAY 97,
 SB0887'4.75 KM (3.0 MI) NORTH OF THE YAKIMA-KLICKITAT COUNTY LINE, 1.73 KM
 SB0887'(1.08 MI) SOUTH OF THE CONCRETE BRIDGE OVER STATUS CREEK, 0.94 KM
 SB0887'(0.59 MI) NORTH OF A WOODEN BRIDGE OVER STATUS CREEK, 0.85 KM (0.55
 SB0887'MI) SOUTH OF MILEPOST 37, 20.0 METERS (65.5 FT) EAST OF THE HIGHWAY
 SB0887'CENTERLINE, 26.0 METERS (85.5 FT) SOUTHEAST OF THE EAST END OF A 18
 SB0887'INCH CONCRETE PIPE CULVERT, 5.5 METERS (18 FT) SOUTH OF THE SOUTH GATE
 SB0887'POST FOR A WIRE GATE FOR A FIELD ROAD TO A WOODEN CORRAL, 12.6 METERS
 SB0887'(41.5 FT) SOUTH OF A T JUNCTION FENCE POST, 0.8 METER (2.8 FT) WEST OF
 SB0887'THE RIGHT OF WAY FENCE.
 SB0887'THE MARK IS 1.2 METERS  S FROM A WITNESS POST.
 SB0887'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SB0887
 SB0887                          STATION RECOVERY (1995)
 SB0887
 SB0887'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SB0887'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1355 ***********************************************************************
 TR1355  DESIGNATION -  39 PLUS USN 1952
 TR1355  PID         -  TR1355
 TR1355  STATE/COUNTY-  WA/ISLAND
 TR1355  USGS QUAD   -  OAK HARBOR (1973)
 TR1355
 TR1355                         *CURRENT SURVEY CONTROL
 TR1355  ___________________________________________________________________
 TR1355* NAD 83(1991)-  48 20 12.24899(N)    122 40 09.25641(W)     ADJUSTED  
 TR1355* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 TR1355  ___________________________________________________________________
 TR1355  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 TR1355  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TR1355
 TR1355  HORZ ORDER  -  THIRD
 TR1355
 TR1355.The horizontal coordinates were established by classical geodetic methods
 TR1355.and adjusted by the National Geodetic Survey in December 1991..
 TR1355
 TR1355.The orthometric height was scaled from a topographic map.
 TR1355
 TR1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1355
 TR1355.The geoid height was determined by GEOID03.
 TR1355
 TR1355;                    North         East     Units Scale Factor Converg.
 TR1355;SPC WA N     -   150,246.149   363,908.706   MT  0.99994953   -1 22 00.7
 TR1355;SPC WA N     -   492,932.57  1,193,923.81   sFT  0.99994953   -1 22 00.7
 TR1355;UTM  10      - 5,353,780.973   524,512.357   MT  0.99960738   +0 14 49.6
 TR1355
 TR1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1355!SPC WA N     -   1.00000142  x   0.99994953  =   0.99995095
 TR1355!UTM  10      -   1.00000142  x   0.99960738  =   0.99960880
 TR1355
 TR1355                          SUPERSEDED SURVEY CONTROL
 TR1355
 TR1355  NAD 83(1986)-  48 20 12.25094(N)    122 40 09.26014(W) AD(       ) 3
 TR1355  NAD 27      -  48 20 12.89000(N)    122 40 04.63000(W) AD(       ) 3
 TR1355
 TR1355.Superseded values are not recommended for survey control.
 TR1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1355.See file dsdata.txt to determine how the superseded data were derived.
 TR1355
 TR1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2451253781(NAD 83)
 TR1355
 TR1355  HISTORY     - Date     Condition        Report By
 TR1355  HISTORY     - 1952     MONUMENTED       USN
 TR1355  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1355
 TR1355                          STATION DESCRIPTION
 TR1355
 TR1355'DESCRIBED BY US NAVY 1952 (SBG)
 TR1355'STATION IS IN THE CENTERLINE OF LANGLEY BLVD. AT T JUNCTION WITH
 TR1355'TORPEDO ROAD, THIS END OF TORPEDO ROAD NOW BLOCKED OFF AS A FUEL
 TR1355'SERVICE ROAD 0.75 MILES NORTH OF CLOVER VALLEY ROAD AND LANGLEY
 TR1355'BLVD. T JUNCTION.
 TR1355'
 TR1355'THE MARK IS A BRASS NAVY HUB, NOT STAMPED, ABOUT 2 INCHES IN
 TR1355'DIAMETER, WITH A PUNCH MARK IN THE CENTER, SET IN CONCRETE ABOUT
 TR1355'2 INCHES BELOW ASPHALT ROAD SURFACE.
 TR1355
 TR1355                          STATION RECOVERY (1960)
 TR1355
 TR1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1355'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR1355'MARK IS 0.5 FT. NORTH OF THE CENTERLINE OF LANGLEY BLVD. AND ON
 TR1355'THE CENTERLINE OF A T ROAD TO THE NORTH THROUGH THE GASOLINE
 TR1355'STORAGE AREA.  THE STATION IS SET ABOUT 1 INCH BELOW THE SURFACE
 TR1355'OF THE PAVING AND IS ENCLOSED IN A 4 INCH IRON CASING WHICH IS
 TR1355'OPEN AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4304 ***********************************************************************
 RD4304  DESIGNATION -  3911
 RD4304  PID         -  RD4304
 RD4304  STATE/COUNTY-  WA/CLARK
 RD4304  USGS QUAD   -  ORCHARDS (1990)
 RD4304
 RD4304                         *CURRENT SURVEY CONTROL
 RD4304  ___________________________________________________________________
 RD4304* NAD 83(1986)-  45 39 02.     (N)    122 33 28.     (W)     SCALED    
 RD4304* NAVD 88     -        61.047  (meters)     200.28   (feet)  ADJUSTED  
 RD4304  ___________________________________________________________________
 RD4304  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 RD4304  DYNAMIC HT  -          61.047 (meters)     200.28  (feet)  COMP
 RD4304  MODELED GRAV-     980,618.5   (mgal)                       NAVD 88
 RD4304
 RD4304  VERT ORDER  -  SECOND    CLASS II
 RD4304
 RD4304.The horizontal coordinates were scaled from a topographic map and have
 RD4304.an estimated accuracy of +/- 6 seconds.
 RD4304
 RD4304.The orthometric height was determined by differential leveling
 RD4304.and adjusted by the National Geodetic Survey in April 1995..
 RD4304
 RD4304.The geoid height was determined by GEOID03.
 RD4304
 RD4304.The dynamic height is computed by dividing the NAVD 88
 RD4304.geopotential number by the normal gravity value computed on the
 RD4304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4304.degrees latitude (g = 980.6199 gals.).
 RD4304
 RD4304.The modeled gravity was interpolated from observed gravity values.
 RD4304
 RD4304;                    North         East    Units  Estimated Accuracy
 RD4304;SPC WA S     -    37,350.      339,610.      MT  (+/- 180 meters Scaled)
 RD4304
 RD4304                          SUPERSEDED SURVEY CONTROL
 RD4304
 RD4304  NGVD 29 (03/17/92)   59.997  (m)          196.84   (f) ADJUSTED    2 2
 RD4304
 RD4304.Superseded values are not recommended for survey control.
 RD4304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4304.See file dsdata.txt to determine how the superseded data were derived.
 RD4304
 RD4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER344553(NAD 83)
 RD4304_MARKER: DB = BENCH MARK DISK
 RD4304_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4304_SP_SET: TOP OF CURB
 RD4304_STAMPING: 3911  1990
 RD4304_MARK LOGO: WA-011
 RD4304_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4304+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 RD4304
 RD4304  HISTORY     - Date     Condition        Report By
 RD4304  HISTORY     - 1990     MONUMENTED       WA-011
 RD4304  HISTORY     - 20040311 GOOD             USPSQD
 RD4304  HISTORY     - 20050402 GOOD             USPSQD
 RD4304  HISTORY     - 20060607 GOOD             USPSQD
 RD4304  HISTORY     - 20060612 GOOD             USPSQD
 RD4304
 RD4304                          STATION DESCRIPTION
 RD4304
 RD4304'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4304'IN TOP OF EAST CURB OF N.E. 112TH AVE.,0.8 MILES SOUTH OF INTERSECTION
 RD4304'WITH SR-500, IN NORTHEAST QUADRANT OF INTERSECTION WITH N.E. 39TH
 RD4304'STREET, 86.0 FT (26.2 M) NORTH OF CENTERLINE OF 39TH STREET, 13.9 FT
 RD4304'(4.2 M) SOUTH OF PROJECTED SOUTH LINE OF MASONRY PORTION OF UNITED
 RD4304'TEMPERING BUILDING (IN N.E. QUADRANT), 11 FT (3.4 M) NORTHWEST OF
 RD4304'LUMINAIRESET 2 IN DIAM DOMED BRASS DISK
 RD4304
 RD4304                          STATION RECOVERY (2004)
 RD4304
 RD4304'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4304'RECOVERED IN GOOD CONDITION.
 RD4304
 RD4304                          STATION RECOVERY (2005)
 RD4304
 RD4304'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4304'RECOVERED IN GOOD CONDITION.
 RD4304
 RD4304                          STATION RECOVERY (2006)
 RD4304
 RD4304'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4304'RECOVERED IN GOOD CONDITION.
 RD4304
 RD4304                          STATION RECOVERY (2006)
 RD4304
 RD4304'RECOVERY NOTE BY US POWER SQUADRON 2006 (PS)
 RD4304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0751 ***********************************************************************
 SA0751  DESIGNATION -  392
 SA0751  PID         -  SA0751
 SA0751  STATE/COUNTY-  WA/FRANKLIN
 SA0751  USGS QUAD   -  SAVAGE ISLAND (1986)
 SA0751
 SA0751                         *CURRENT SURVEY CONTROL
 SA0751  ___________________________________________________________________
 SA0751* NAD 83(1986)-  46 30 24.     (N)    119 15 12.     (W)     SCALED    
 SA0751* NAVD 88     -       120.53   (+/-2cm)     395.4    (feet)  VERTCON   
 SA0751  ___________________________________________________________________
 SA0751  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SA0751
 SA0751  VERT ORDER  -  ? (See Below)
 SA0751
 SA0751.The horizontal coordinates were scaled from a topographic map and have
 SA0751.an estimated accuracy of +/- 6 seconds.
 SA0751
 SA0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0751.The vertical order pertains to the NGVD 29 superseded value.
 SA0751
 SA0751.The geoid height was determined by GEOID03.
 SA0751
 SA0751;                    North         East    Units  Estimated Accuracy
 SA0751;SPC WA S     -   131,170.      595,670.      MT  (+/- 180 meters Scaled)
 SA0751
 SA0751                          SUPERSEDED SURVEY CONTROL
 SA0751
 SA0751  NGVD 29 (??/??/92)  119.471  (m)          391.96   (f) ADJ UNCH    ?  
 SA0751
 SA0751.Superseded values are not recommended for survey control.
 SA0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0751.See file dsdata.txt to determine how the superseded data were derived.
 SA0751
 SA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM271528(NAD 83)
 SA0751_MARKER: P = PIPE CAP
 SA0751_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0751_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0751_STAMPING: 392 WASH 1913
 SA0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0751
 SA0751  HISTORY     - Date     Condition        Report By
 SA0751  HISTORY     - 1913     MONUMENTED       USGS
 SA0751
 SA0751                          STATION DESCRIPTION
 SA0751
 SA0751'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 SA0751'IN RINGOLD.
 SA0751'AT RINGOLD, FRANKLIN COUNTY, IN SECTION 24, T, 12N., R. 28 E., AND 15
 SA0751'FEET EAST OF THE NORTHWEST CORNER OF THE RINGOLD SCHOOLHOUSE YARD.  A
 SA0751'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 392 WASH 1913
 SA0751'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4311 ***********************************************************************
 RD4311  DESIGNATION -  392
 RD4311  PID         -  RD4311
 RD4311  STATE/COUNTY-  WA/CLARK
 RD4311  USGS QUAD   -  MOUNT TABOR (1990)
 RD4311
 RD4311                         *CURRENT SURVEY CONTROL
 RD4311  ___________________________________________________________________
 RD4311* NAD 83(1986)-  45 37 26.     (N)    122 33 27.     (W)     SCALED    
 RD4311* NAVD 88     -        92.993  (meters)     305.09   (feet)  ADJUSTED  
 RD4311  ___________________________________________________________________
 RD4311  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 RD4311  DYNAMIC HT  -          92.993 (meters)     305.09  (feet)  COMP
 RD4311  MODELED GRAV-     980,617.7   (mgal)                       NAVD 88
 RD4311
 RD4311  VERT ORDER  -  SECOND    CLASS II
 RD4311
 RD4311.The horizontal coordinates were scaled from a topographic map and have
 RD4311.an estimated accuracy of +/- 6 seconds.
 RD4311
 RD4311.The orthometric height was determined by differential leveling
 RD4311.and adjusted by the National Geodetic Survey in April 1995..
 RD4311
 RD4311.The geoid height was determined by GEOID03.
 RD4311
 RD4311.The dynamic height is computed by dividing the NAVD 88
 RD4311.geopotential number by the normal gravity value computed on the
 RD4311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4311.degrees latitude (g = 980.6199 gals.).
 RD4311
 RD4311.The modeled gravity was interpolated from observed gravity values.
 RD4311
 RD4311;                    North         East    Units  Estimated Accuracy
 RD4311;SPC WA S     -    34,390.      339,550.      MT  (+/- 180 meters Scaled)
 RD4311
 RD4311                          SUPERSEDED SURVEY CONTROL
 RD4311
 RD4311  NGVD 29 (03/17/92)   91.945  (m)          301.66   (f) ADJUSTED    2 2
 RD4311
 RD4311.Superseded values are not recommended for survey control.
 RD4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4311.See file dsdata.txt to determine how the superseded data were derived.
 RD4311
 RD4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER344523(NAD 83)
 RD4311_MARKER: DB = BENCH MARK DISK
 RD4311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4311_SP_SET: TOP OF CURB
 RD4311_STAMPING: 392  1990
 RD4311_MARK LOGO: WA-011
 RD4311_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4311+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 RD4311
 RD4311  HISTORY     - Date     Condition        Report By
 RD4311  HISTORY     - 1990     MONUMENTED       WA-011
 RD4311  HISTORY     - 20040410 GOOD             USPSQD
 RD4311  HISTORY     - 20050425 GOOD             USPSQD
 RD4311  HISTORY     - 20060519 GOOD             USPSQD
 RD4311
 RD4311                          STATION DESCRIPTION
 RD4311
 RD4311'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4311'IN TOP OF WEST CURB OF N.E. 112TH AVE.,0.2 MILES NORTH OF INTERSECTION
 RD4311'WITH S.E. MILL PLAIN ROAD, NEAR THE INTERSECTION WITH N.E. 4TH
 RD4311'STREET, 25.2 FT (7.7 M) SOUTH OF CENTERLINE OF NORTHERLY OF 3
 RD4311'DRIVEWAYS INTO OSCARS PLACE TAVERN,   87.0 FT (26.5 M) NORTH OF
 RD4311'CENTERLINE OF MIDDLE OF 3 DRIVEWAYS INTO OSCARS PLACE TAVERN, 7.6 FT
 RD4311'(2.3 M) NORTHEAST OF POWER POLE NO. S 52 410SET 2 IN DIAM DOMED
 RD4311'BRASS DISK
 RD4311
 RD4311                          STATION RECOVERY (2004)
 RD4311
 RD4311'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4311'POWER POLE HAS BEEN RENUMBERED PUD NO. 12782 WITH A LICENSE PLATE
 RD4311'SIZED METAL TAG.
 RD4311
 RD4311                          STATION RECOVERY (2005)
 RD4311
 RD4311'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4311'RECOVERED IN GOOD CONDITION.
 RD4311
 RD4311                          STATION RECOVERY (2006)
 RD4311
 RD4311'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1892 ***********************************************************************
 RZ1892  CBN         -  This is a Cooperative Base Network Control Station.
 RZ1892  DESIGNATION -  39+52.98
 RZ1892  PID         -  RZ1892
 RZ1892  STATE/COUNTY-  WA/WHITMAN
 RZ1892  USGS QUAD   -  ALMOTA (1975)
 RZ1892
 RZ1892                         *CURRENT SURVEY CONTROL
 RZ1892  ___________________________________________________________________
 RZ1892* NAD 83(1998)-  46 39 37.49620(N)    117 25 42.15508(W)     ADJUSTED  
 RZ1892* NAVD 88     -       229.91   (+/-2cm)     754.3    (feet)  VERTCON   
 RZ1892  ___________________________________________________________________
 RZ1892  X           -  -2,020,072.099 (meters)                     COMP
 RZ1892  Y           -  -3,892,394.659 (meters)                     COMP
 RZ1892  Z           -   4,616,090.548 (meters)                     COMP
 RZ1892  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 RZ1892  ELLIP HEIGHT-         210.89  (meters)          (07/03/01) GPS OBS
 RZ1892  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 RZ1892
 RZ1892  HORZ ORDER  -  B
 RZ1892  VERT ORDER  -  THIRD ? (See Below)
 RZ1892  ELLP ORDER  -  FIFTH     CLASS I
 RZ1892
 RZ1892.The horizontal coordinates were established by GPS observations
 RZ1892.and adjusted by the National Geodetic Survey in July 2001..
 RZ1892.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RZ1892.DATUM ITEM on the data sheet items page.
 RZ1892
 RZ1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1892.The vertical order pertains to the NGVD 29 superseded value.
 RZ1892
 RZ1892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RZ1892
 RZ1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1892
 RZ1892.The ellipsoidal height was determined by GPS observations
 RZ1892.and is referenced to NAD 83.
 RZ1892
 RZ1892.The geoid height was determined by GEOID03.
 RZ1892
 RZ1892;                    North         East     Units Scale Factor Converg.
 RZ1892;SPC WA S     -   152,081.740   735,012.141   MT  0.99991546   +2 13 52.4
 RZ1892;SPC WA S     -   498,954.84  2,411,452.33   sFT  0.99991546   +2 13 52.4
 RZ1892;UTM  11      - 5,167,517.560   467,226.686   MT  0.99961320   -0 18 41.6
 RZ1892
 RZ1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1892!SPC WA S     -   0.99996694  x   0.99991546  =   0.99988241
 RZ1892!UTM  11      -   0.99996694  x   0.99961320  =   0.99958016
 RZ1892
 RZ1892                          SUPERSEDED SURVEY CONTROL
 RZ1892
 RZ1892  NAD 83(1991)-  46 39 37.49497(N)    117 25 42.15584(W) AD(       ) B
 RZ1892  ELLIP H (05/29/91)  210.98   (m)                       GP(       ) 4 1
 RZ1892  NGVD 29 (05/29/91)  228.87   (m)          750.9    (f) LEVELING    3  
 RZ1892
 RZ1892.Superseded values are not recommended for survey control.
 RZ1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1892.See file dsdata.txt to determine how the superseded data were derived.
 RZ1892
 RZ1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM6722767518(NAD 83)
 RZ1892_MARKER: DD = SURVEY DISK
 RZ1892_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RZ1892_SP_SET: DRILL HOLE IN DAM DECK
 RZ1892_STAMPING: 39+52.98
 RZ1892_MARK LOGO: USE   
 RZ1892_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1892+STABILITY: POSITION/ELEVATION WELL
 RZ1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1892+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1991
 RZ1892
 RZ1892  HISTORY     - Date     Condition        Report By
 RZ1892  HISTORY     - 1989     MONUMENTED       NGS
 RZ1892  HISTORY     - 19901210 GOOD
 RZ1892  HISTORY     - 19910115 GOOD             NGS
 RZ1892
 RZ1892                          STATION DESCRIPTION
 RZ1892
 RZ1892'DESCRIBED 1990
 RZ1892'RECOVERED IN GOOD CONDITION.
 RZ1892
 RZ1892                          STATION RECOVERY (1991)
 RZ1892
 RZ1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RZ1892'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) NORTH-NORTHWEST OF
 RZ1892'CLARKSTON, 27.4 KM (17.0 MI) NORTHEAST OF POMEROY, 22.5 KM (14.0 MI)
 RZ1892'WEST-SOUTHWEST OF PULLMAN, AT THE LOWER GRANITE DAM THAT IS OPERATED
 RZ1892'BY THE U.S. ARMY CORPS OF ENGINEERS.  PHONE 509-843-1493 FOR KEY.
 RZ1892'TO REACH FROM THE POST OFFICE IN COLFAX, GO SOUTH ON MAIN STREET FOR
 RZ1892'0.64 KM (0.40 MI) TO THE INTERSECTION OF FAIRVIEW AVENUE.  TURN RIGHT
 RZ1892'AND GO WEST AND SOUTH ON FAIRVIEW AVENUE AND ALMOTA ROAD FOR 18.35 KM
 RZ1892'(11.40 MI) TO THE ONECHO BIBLE CHURCH ON THE RIGHT.  CONTINUE AHEAD
 RZ1892'FOR 0.32 KM (0.20 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND CONTINUE
 RZ1892'SOUTHERLY DOWN HILL FOR 10.62 KM (6.60 MI) TO A T-INTERSECTION.  TURN
 RZ1892'LEFT AND GO EASTERLY FOR 5.63 KM (3.50 MI) TO THE NORTHEAST END OF
 RZ1892'THE DAM.  TURN RIGHT AND GO EAST ON THE TOP OF THE DAM FOR 0.97 KM
 RZ1892'(0.60 MI) TO THE SOUTH SIDE OF THE LOCK AND THE STATION.
 RZ1892'THE STATION IS SET IN A DRILL HOLE IN THE DECK OF THE DAM.  LOCATED
 RZ1892'15.2 M (49.9 FT) NORTH-NORTHEAST OF A CORNER IN THE DAM, 14.9 M
 RZ1892'(48.9 FT) EAST OF THE SOUTHEAST CORNER OF THE LOCK CONTROL ROOM, 3.7
 RZ1892'M (12.1 FT) WEST OF A VENTILATOR, 1.1 M (3.6 FT) SOUTHWEST OF A SPEED
 RZ1892'LIMIT SIGN AND 0.76 M (2.49 FT) SOUTH OF THE SOUTH WALL OF THE LOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0105 ***********************************************************************
 RD0105  DESIGNATION -  4
 RD0105  PID         -  RD0105
 RD0105  STATE/COUNTY-  WA/SKAMANIA
 RD0105  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0105
 RD0105                         *CURRENT SURVEY CONTROL
 RD0105  ___________________________________________________________________
 RD0105* NAD 83(1986)-  45 35 20.     (N)    122 08 50.     (W)     SCALED    
 RD0105* NAVD 88     -        20.417  (meters)      66.98   (feet)  POSTED    
 RD0105  ___________________________________________________________________
 RD0105  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 RD0105  DYNAMIC HT  -          20.420 (meters)      66.99  (feet)  COMP
 RD0105  MODELED GRAV-     980,592.0   (mgal)                       NAVD 88
 RD0105
 RD0105  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RD0105
 RD0105.The horizontal coordinates were scaled from a topographic map and have
 RD0105.an estimated accuracy of +/- 6 seconds.
 RD0105
 RD0105.The orthometric height was determined by differential leveling
 RD0105.and adjusted by the National Geodetic Survey in 1992..
 RD0105.No vertical observational check was made to the station.
 RD0105.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RD0105.was located on a no-check spur therefore a value was not computed.
 RD0105
 RD0105.The geoid height was determined by GEOID03.
 RD0105
 RD0105.The dynamic height is computed by dividing the NAVD 88
 RD0105.geopotential number by the normal gravity value computed on the
 RD0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0105.degrees latitude (g = 980.6199 gals.).
 RD0105
 RD0105.The modeled gravity was interpolated from observed gravity values.
 RD0105
 RD0105;                    North         East    Units  Estimated Accuracy
 RD0105;SPC WA S     -    29,750.      371,460.      MT  (+/- 180 meters Scaled)
 RD0105
 RD0105                          SUPERSEDED SURVEY CONTROL
 RD0105
 RD0105  NGVD 29 (??/??/92)   19.392  (m)           63.62   (f) ADJ UNCH    1 2
 RD0105
 RD0105.Superseded values are not recommended for survey control.
 RD0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0105.See file dsdata.txt to determine how the superseded data were derived.
 RD0105
 RD0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER665487(NAD 83)
 RD0105_MARKER: DJ = TIDAL STATION DISK
 RD0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0105_STAMPING: 4 1940
 RD0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0105+STABILITY: SURFACE MOTION
 RD0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0105+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 RD0105
 RD0105  HISTORY     - Date     Condition        Report By
 RD0105  HISTORY     - 1940     MONUMENTED       CGS
 RD0105  HISTORY     - 1941     GOOD             NGS
 RD0105  HISTORY     - 1990     GOOD             USPSQD
 RD0105  HISTORY     - 20040430 GOOD             USPSQD
 RD0105  HISTORY     - 20050819 GOOD             USPSQD
 RD0105
 RD0105                          STATION DESCRIPTION
 RD0105
 RD0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0105'IN PRINDLE.
 RD0105'175 FEET EAST OF A GRADE CROSSING, 50 FEET SOUTH OF THE S.P. AND S. RR
 RD0105'TRACKS, 1 FOOT SOUTH OF A FENCE AT THE NORTH SIDE OF A PRIVATE DRIVE
 RD0105'LEADING TO THE E.C. SWIGERT SUMMER HOME.
 RD0105
 RD0105                          STATION RECOVERY (1990)
 RD0105
 RD0105'RECOVERY NOTE BY US POWER SQUADRON 1990 (FV)
 RD0105'RECOVERED IN GOOD CONDITION.
 RD0105
 RD0105                          STATION RECOVERY (2004)
 RD0105
 RD0105'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0105'RECOVERED IN GOOD CONDITION.
 RD0105
 RD0105                          STATION RECOVERY (2005)
 RD0105
 RD0105'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0534 ***********************************************************************
 SC0534  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0534  DESIGNATION -  4
 SC0534  PID         -  SC0534
 SC0534  STATE/COUNTY-  WA/WAHKIAKUM
 SC0534  USGS QUAD   -  ROSBURG (1984)
 SC0534
 SC0534                         *CURRENT SURVEY CONTROL
 SC0534  ___________________________________________________________________
 SC0534* NAD 83(1986)-  46 15 58.     (N)    123 39 23.     (W)     SCALED    
 SC0534* NAVD 88     -         3.817  (meters)      12.52   (feet)  ADJUSTED  
 SC0534  ___________________________________________________________________
 SC0534  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 SC0534  DYNAMIC HT  -           3.817 (meters)      12.52  (feet)  COMP
 SC0534  MODELED GRAV-     980,719.7   (mgal)                       NAVD 88
 SC0534
 SC0534  VERT ORDER  -  FIRST     CLASS II
 SC0534
 SC0534.The horizontal coordinates were scaled from a topographic map and have
 SC0534.an estimated accuracy of +/- 6 seconds.
 SC0534
 SC0534.The orthometric height was determined by differential leveling
 SC0534.and adjusted by the National Geodetic Survey in June 1991..
 SC0534
 SC0534.This Tidal Bench Mark is designated as VM 8916
 SC0534.by the Center for Operational Oceanographic Products and Services.
 SC0534
 SC0534.The geoid height was determined by GEOID03.
 SC0534
 SC0534.The dynamic height is computed by dividing the NAVD 88
 SC0534.geopotential number by the normal gravity value computed on the
 SC0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0534.degrees latitude (g = 980.6199 gals.).
 SC0534
 SC0534.The modeled gravity was interpolated from observed gravity values.
 SC0534
 SC0534;                    North         East    Units  Estimated Accuracy
 SC0534;SPC WA S     -   108,550.      256,750.      MT  (+/- 180 meters Scaled)
 SC0534
 SC0534                          SUPERSEDED SURVEY CONTROL
 SC0534
 SC0534  NGVD 29 (??/??/92)    2.88   (m)            9.4    (f) COMPUTED    1 2
 SC0534
 SC0534.Superseded values are not recommended for survey control.
 SC0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0534.See file dsdata.txt to determine how the superseded data were derived.
 SC0534
 SC0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS494238(NAD 83)
 SC0534_MARKER: DB = BENCH MARK DISK
 SC0534_SETTING: 66 = SET IN ROCK OUTCROP
 SC0534_SP_SET: BEDROCK
 SC0534_STAMPING: 4 1940
 SC0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC0534+STABILITY: POSITION/ELEVATION WELL
 SC0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0534+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 SC0534
 SC0534  HISTORY     - Date     Condition        Report By
 SC0534  HISTORY     - 1940     MONUMENTED       CGS
 SC0534  HISTORY     - 1950     GOOD             NGS
 SC0534  HISTORY     - 20050317 GOOD             USACE
 SC0534
 SC0534                          STATION DESCRIPTION
 SC0534
 SC0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SC0534'IN ALTOONA.
 SC0534'MARK IS SET IN BEDROCK 2.2 FEET BELOW THE EAST EDGE OF BOARD WALK
 SC0534'LEADING OFF SHORE TO THE ABANDONED ALTOONA MERCANTILE CO. STORE, 88.2
 SC0534'FEET NORTH OF NORTHEAST CORNER OF STORE, 61.0 FEET SOUTHEAST OF
 SC0534'SOUTHEAST CORNER OF FALSE FRONT OF ALTOONA GENERAL STORE AND ABOUT
 SC0534'OVER THE HIGH WATER LINE.
 SC0534
 SC0534                          STATION RECOVERY (2005)
 SC0534
 SC0534'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (CLB)
 SC0534'THE STATION IS APPROX 33 FT S OF ALTOONA-PILLAR ROCK RD. IT IS
 SC0534'OPPOSITE OF 1365 ALTOONA-PILLAR ROCK RD. THE STATION IS APPROX 11 FT S
 SC0534'OF USACE BM 00H 02-A
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0611 ***********************************************************************
 RD0611  DESIGNATION -  4
 RD0611  PID         -  RD0611
 RD0611  STATE/COUNTY-  WA/CLARK
 RD0611  USGS QUAD   -  MOUNT TABOR (1990)
 RD0611
 RD0611                         *CURRENT SURVEY CONTROL
 RD0611  ___________________________________________________________________
 RD0611* NAD 83(1986)-  45 36 12.     (N)    122 34 09.     (W)     SCALED    
 RD0611* NAVD 88     -        17.445  (meters)      57.23   (feet)  POSTED    
 RD0611  ___________________________________________________________________
 RD0611  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 RD0611  DYNAMIC HT  -          17.440 (meters)      57.22  (feet)  COMP
 RD0611  MODELED GRAV-     980,623.7   (mgal)                       NAVD 88
 RD0611
 RD0611  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0611
 RD0611.The horizontal coordinates were scaled from a topographic map and have
 RD0611.an estimated accuracy of +/- 6 seconds.
 RD0611
 RD0611.The orthometric height was determined by differential leveling
 RD0611.and adjusted by the National Geodetic Survey in 1992..
 RD0611.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0611.rate of 0.0 thru 1.0 mm/km.
 RD0611
 RD0611.The geoid height was determined by GEOID03.
 RD0611
 RD0611.The dynamic height is computed by dividing the NAVD 88
 RD0611.geopotential number by the normal gravity value computed on the
 RD0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0611.degrees latitude (g = 980.6199 gals.).
 RD0611
 RD0611.The modeled gravity was interpolated from observed gravity values.
 RD0611
 RD0611;                    North         East    Units  Estimated Accuracy
 RD0611;SPC WA S     -    32,130.      338,580.      MT  (+/- 180 meters Scaled)
 RD0611
 RD0611                          SUPERSEDED SURVEY CONTROL
 RD0611
 RD0611  NGVD 29 (??/??/92)   16.396  (m)           53.79   (f) ADJ UNCH    1 2
 RD0611
 RD0611.Superseded values are not recommended for survey control.
 RD0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0611.See file dsdata.txt to determine how the superseded data were derived.
 RD0611
 RD0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER335500(NAD 83)
 RD0611_MARKER: DB = BENCH MARK DISK
 RD0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0611_STAMPING: NO 4 1940
 RD0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0611+STABILITY: SURFACE MOTION
 RD0611
 RD0611  HISTORY     - Date     Condition        Report By
 RD0611  HISTORY     - 1940     MONUMENTED       CGS
 RD0611  HISTORY     - 1942     GOOD             NGS
 RD0611  HISTORY     - 1985     GOOD             USPSQD
 RD0611  HISTORY     - 20040601 MARK NOT FOUND   USPSQD
 RD0611
 RD0611                          STATION DESCRIPTION
 RD0611
 RD0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD0611'0.54 MI WNW FROM ELLSWORTH.
 RD0611'A STANDARD DISC, STAMPED NO 4 1940, SET IN THE TOP OF A CONCRETE
 RD0611'MONUMENT, ABOUT 2 INCHES ABOVE THE GROUND LEVEL, ABOUT 2815 FEET WEST
 RD0611'NORTHWEST OF THE RAILROAD CROSSING AT ELLSWORTH, AND 34 FEET NORTH
 RD0611'NORTHWEST OF THE SECOND RAILROAD CROSSING WEST NORTHWEST OF THE
 RD0611'CROSSING AT ELLSWORTH, AND ON THE RIGHT-OF-WAY OF THE SPOKANE,
 RD0611'PORTLAND, AND SEATTLE RAILROAD.  MARK IS 15 FEET WEST OF THE
 RD0611'CENTERLINE OF THE ROAD CROSSING THE TRACKS.  ABOUT 250 FEET S.S.W. OF
 RD0611'THE RESIDENCE OF EDSON JOHNSON.  29 FEET N.N.E. OF THE CENTERLINE OF
 RD0611'THE RAILROAD TRACKS AND 1 1/2 FEET ABOVE THE LEVEL OF THE TRACKS.  25
 RD0611'FEET SOUTHWEST OF AN IRON WIRE STEEL FRAME GATE POST ACROSS ROAD.
 RD0611'ABOUT 300 FEET E.S.E. OF RAILROAD MILEPOST 16.  AND 2 1/2 FEET EAST OF
 RD0611'4 IN. X 4 IN. X 2 FT. WHITE PAINTED USBM MARKER POST.
 RD0611
 RD0611                          STATION RECOVERY (1985)
 RD0611
 RD0611'RECOVERY NOTE BY US POWER SQUADRON 1985
 RD0611'NEW DESC: STATION LOCATED OF NORTH END OF INTERSTATE BRIDGE (I-5)
 RD0611'NEAR THE TOP OF CONCRETE STEPS BETWEEN NORTH AND SOUTH LANE BRIDGES
 RD0611'AND ON TOP OF CONCRETE ABUTMENT ON EAST SIDE OF STEPS. BESIDE MARK
 RD0611'PAINTED IN BLACK PAINT ON CONCRETE ABUTMENT, ARE NOS 40.80 PRESUMED
 RD0611'TO BE ELEVATION.
 RD0611
 RD0611                          STATION RECOVERY (2004)
 RD0611
 RD0611'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0611'STATION NOT RECOVERED BUT THE NEW DESC. WHICH PLACES THE STATION AT
 RD0611'THE I-5 BRIDGE IS NOT RIGHT. THE BRIDGE IS 5 MILES FROM THIS LOCATION.
 RD0611'HOWEVER THERE IS A DISK ON THE BRIDGE STEPS BUT UNABLE TO VERIFY ITS
 RD0611'PID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0651 ***********************************************************************
 RD0651  DESIGNATION -  4
 RD0651  PID         -  RD0651
 RD0651  STATE/COUNTY-  WA/COWLITZ
 RD0651  USGS QUAD   -  DEER ISLAND (1990)
 RD0651
 RD0651                         *CURRENT SURVEY CONTROL
 RD0651  ___________________________________________________________________
 RD0651* NAD 83(1986)-  45 57 33.     (N)    122 48 18.     (W)     SCALED    
 RD0651* NAVD 88     -        10.803  (meters)      35.44   (feet)  ADJUSTED  
 RD0651  ___________________________________________________________________
 RD0651  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 RD0651  DYNAMIC HT  -          10.804 (meters)      35.45  (feet)  COMP
 RD0651  MODELED GRAV-     980,660.0   (mgal)                       NAVD 88
 RD0651
 RD0651  VERT ORDER  -  FIRST     CLASS II
 RD0651
 RD0651.The horizontal coordinates were scaled from a topographic map and have
 RD0651.an estimated accuracy of +/- 6 seconds.
 RD0651
 RD0651.The orthometric height was determined by differential leveling
 RD0651.and adjusted by the National Geodetic Survey in June 1991..
 RD0651
 RD0651.The geoid height was determined by GEOID03.
 RD0651
 RD0651.The dynamic height is computed by dividing the NAVD 88
 RD0651.geopotential number by the normal gravity value computed on the
 RD0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0651.degrees latitude (g = 980.6199 gals.).
 RD0651
 RD0651.The modeled gravity was interpolated from observed gravity values.
 RD0651
 RD0651;                    North         East    Units  Estimated Accuracy
 RD0651;SPC WA S     -    72,170.      321,350.      MT  (+/- 180 meters Scaled)
 RD0651
 RD0651                          SUPERSEDED SURVEY CONTROL
 RD0651
 RD0651  NGVD 29 (??/??/92)    9.868  (m)           32.38   (f) ADJ UNCH    1 2
 RD0651
 RD0651.Superseded values are not recommended for survey control.
 RD0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0651.See file dsdata.txt to determine how the superseded data were derived.
 RD0651
 RD0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER151895(NAD 83)
 RD0651_MARKER: Z = SEE DESCRIPTION
 RD0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0651+STABILITY: SURFACE MOTION
 RD0651
 RD0651  HISTORY     - Date     Condition        Report By
 RD0651  HISTORY     - UNK      MONUMENTED       DOD
 RD0651  HISTORY     - 1945     GOOD             NGS
 RD0651  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0651
 RD0651                          STATION DESCRIPTION
 RD0651
 RD0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RD0651'4 MI S FROM KALAMA.
 RD0651'4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM KALAMA, COWLITZ
 RD0651'COUNTY, 1/4 MILE NORTH OF THE ABANDONED STATION AT MARTIN BLUFF, 150
 RD0651'FEET WEST OF THE TRACKS, 47 FEET NORTHEAST OF THE EAST END OF AN OLD
 RD0651'DOCK OWNED BY E.I. DUPONT DE NEMOURS AND CO., 8 FEET NORTHWEST OF AN
 RD0651'OLD SHACK, AND LEVEL WITH THE TRACK.  A BRASS ROD, SET IN THE TOP OF A
 RD0651'CONCRETE POST.  IT IS 10 FEET FROM THE SOUTHWEST CORNER OF THE HOUSE.
 RD0651
 RD0651                          STATION RECOVERY (1987)
 RD0651
 RD0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0651'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0232 ***********************************************************************
 TR0232  DESIGNATION -  4
 TR0232  PID         -  TR0232
 TR0232  STATE/COUNTY-  WA/SKAGIT
 TR0232  USGS QUAD   -  LA CONNER (1973)
 TR0232
 TR0232                         *CURRENT SURVEY CONTROL
 TR0232  ___________________________________________________________________
 TR0232* NAD 83(1986)-  48 25 15.     (N)    122 28 16.     (W)     SCALED    
 TR0232* NAVD 88     -         2.493  (meters)       8.18   (feet)  ADJUSTED  
 TR0232  ___________________________________________________________________
 TR0232  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 TR0232  DYNAMIC HT  -           2.494 (meters)       8.18  (feet)  COMP
 TR0232  MODELED GRAV-     980,870.6   (mgal)                       NAVD 88
 TR0232
 TR0232  VERT ORDER  -  FIRST     CLASS II
 TR0232
 TR0232.The horizontal coordinates were scaled from a topographic map and have
 TR0232.an estimated accuracy of +/- 6 seconds.
 TR0232
 TR0232.The orthometric height was determined by differential leveling
 TR0232.and adjusted by the National Geodetic Survey in June 1991..
 TR0232
 TR0232.The geoid height was determined by GEOID03.
 TR0232
 TR0232.The dynamic height is computed by dividing the NAVD 88
 TR0232.geopotential number by the normal gravity value computed on the
 TR0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0232.degrees latitude (g = 980.6199 gals.).
 TR0232
 TR0232.The modeled gravity was interpolated from observed gravity values.
 TR0232
 TR0232;                    North         East    Units  Estimated Accuracy
 TR0232;SPC WA N     -   159,260.      378,790.      MT  (+/- 180 meters Scaled)
 TR0232
 TR0232                          SUPERSEDED SURVEY CONTROL
 TR0232
 TR0232  NGVD 29 (??/??/92)    1.340  (m)            4.40   (f) ADJ UNCH    1 2
 TR0232
 TR0232.Superseded values are not recommended for survey control.
 TR0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0232.See file dsdata.txt to determine how the superseded data were derived.
 TR0232
 TR0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU391632(NAD 83)
 TR0232_MARKER: DD = SURVEY DISK
 TR0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0232_SP_SET: CONCRETE POST
 TR0232_STAMPING: WASH 4 1909
 TR0232_MARK LOGO: USGS  
 TR0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0232+STABILITY: SURFACE MOTION
 TR0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0232+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1989
 TR0232
 TR0232  HISTORY     - Date     Condition        Report By
 TR0232  HISTORY     - 1909     MONUMENTED       USGS
 TR0232  HISTORY     - 1952     GOOD             NGS
 TR0232  HISTORY     - 1988     GOOD             USPSQD
 TR0232  HISTORY     - 19891016 GOOD             NGS
 TR0232
 TR0232                          STATION DESCRIPTION
 TR0232
 TR0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0232'2.8 MI N FROM LACONNER.
 TR0232'0.1 MILE NORTH ALONG FIRST STREET FROM THE LACONNER BRANCH NATIONAL
 TR0232'BANK OF COMMERCE AT LACONNER, THENCE 0.4 MILE EAST ALONG MORRIS
 TR0232'STREET, THENCE 2.3 MILES NORTH ALONG A PAVED ROAD, AT THE NORTHEAST
 TR0232'SIDE OF A TRIANGLE FORMED BY THE T JUNCTION OF AN ASPHALT ROAD LEADING
 TR0232'EAST, 41 1/2 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD, 18 FEET
 TR0232'NORTHEAST OF THE ROAD FORMING THE NORTHEAST SIDE OF THE TRIANGLE, 3
 TR0232'FEET NORTH OF POWER LINE POLE N-A 6-11,1.4 FEET SOUTHWEST OF A BOARD
 TR0232'FENCE, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 TR0232'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 TR0232'GROUND.
 TR0232
 TR0232                          STATION RECOVERY (1988)
 TR0232
 TR0232'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TR0232'RECOVERED IN GOOD CONDITION.
 TR0232
 TR0232                          STATION RECOVERY (1989)
 TR0232
 TR0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TR0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1663 ***********************************************************************
 SA1663  DESIGNATION -  4 39 10
 SA1663  PID         -  SA1663
 SA1663  STATE/COUNTY-  WA/GRANT
 SA1663  USGS QUAD   -  FRENCHMAN HILLS LAKE (1986)
 SA1663
 SA1663                         *CURRENT SURVEY CONTROL
 SA1663  ___________________________________________________________________
 SA1663* NAD 83(1986)-  46 59 12.     (N)    119 33 25.     (W)     SCALED    
 SA1663* NAVD 88     -       343.236  (meters)    1126.10   (feet)  ADJUSTED  
 SA1663  ___________________________________________________________________
 SA1663  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SA1663  DYNAMIC HT  -         343.259 (meters)    1126.18  (feet)  COMP
 SA1663  MODELED GRAV-     980,670.8   (mgal)                       NAVD 88
 SA1663
 SA1663  VERT ORDER  -  SECOND    CLASS 0
 SA1663
 SA1663.The horizontal coordinates were scaled from a topographic map and have
 SA1663.an estimated accuracy of +/- 6 seconds.
 SA1663
 SA1663.The orthometric height was determined by differential leveling
 SA1663.and adjusted by the National Geodetic Survey in June 1991..
 SA1663
 SA1663.The geoid height was determined by GEOID03.
 SA1663
 SA1663.The dynamic height is computed by dividing the NAVD 88
 SA1663.geopotential number by the normal gravity value computed on the
 SA1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1663.degrees latitude (g = 980.6199 gals.).
 SA1663
 SA1663.The modeled gravity was interpolated from observed gravity values.
 SA1663
 SA1663;                    North         East    Units  Estimated Accuracy
 SA1663;SPC WA S     -   184,200.      571,740.      MT  (+/- 180 meters Scaled)
 SA1663
 SA1663                          SUPERSEDED SURVEY CONTROL
 SA1663
 SA1663  NGVD 29 (??/??/92)  342.127  (m)         1122.46   (f) ADJ UNCH    2 0
 SA1663
 SA1663.Superseded values are not recommended for survey control.
 SA1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1663.See file dsdata.txt to determine how the superseded data were derived.
 SA1663
 SA1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN055068(NAD 83)
 SA1663_MARKER: DD = SURVEY DISK
 SA1663_SETTING: 0 = UNSPECIFIED SETTING
 SA1663_STAMPING: T27N R26E 38 S4 S3 S9 S10
 SA1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1663
 SA1663  HISTORY     - Date     Condition        Report By
 SA1663  HISTORY     - UNK      MONUMENTED       BOR
 SA1663  HISTORY     - 1967     GOOD             NGS
 SA1663
 SA1663                          STATION DESCRIPTION
 SA1663
 SA1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1663'21.8 MI SW FROM MOSES LAKE.
 SA1663'THE MARK IS 8.35 MILES SOUTH OF THE CENTER OF THE OVERPASS WHERE
 SA1663'DODSON ROAD PASSES OVER INTERSTATE 90 IN THE MONUMENT CASE IN THE
 SA1663'CENTER OF DODSON ROAD 4 IN. BELOW THE SURFACE OF THE ROAD AT THE
 SA1663'SECTION CORNER INDICATED BY THE STAMPING.  AN OLD DIRT ROAD RUNS WEST
 SA1663'FROM THE MAIN ROAD AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0453 ***********************************************************************
 SY0453  DESIGNATION -  4 A
 SY0453  PID         -  SY0453
 SY0453  STATE/COUNTY-  WA/KING
 SY0453  USGS QUAD   -  POVERTY BAY (1994)
 SY0453
 SY0453                         *CURRENT SURVEY CONTROL
 SY0453  ___________________________________________________________________
 SY0453* NAD 83(1991)-  47 34 52.01655(N)    122 19 11.78031(W)     ADJUSTED  
 SY0453* NAVD 88     -         7.057  (meters)      23.15   (feet)  ADJUSTED  
 SY0453  ___________________________________________________________________
 SY0453  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 SY0453  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY0453  DYNAMIC HT  -           7.058 (meters)      23.16  (feet)  COMP
 SY0453  MODELED GRAV-     980,717.4   (mgal)                       NAVD 88
 SY0453
 SY0453  HORZ ORDER  -  SECOND
 SY0453  VERT ORDER  -  SECOND    CLASS 0
 SY0453
 SY0453.The horizontal coordinates were established by classical geodetic methods
 SY0453.and adjusted by the National Geodetic Survey in December 1991..
 SY0453
 SY0453.The orthometric height was determined by differential leveling
 SY0453.and adjusted by the National Geodetic Survey in June 1991..
 SY0453
 SY0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0453
 SY0453.The geoid height was determined by GEOID03.
 SY0453
 SY0453.The dynamic height is computed by dividing the NAVD 88
 SY0453.geopotential number by the normal gravity value computed on the
 SY0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0453.degrees latitude (g = 980.6199 gals.).
 SY0453
 SY0453.The modeled gravity was interpolated from observed gravity values.
 SY0453
 SY0453;                    North         East     Units Scale Factor Converg.
 SY0453;SPC WA N     -    65,689.755   388,174.997   MT  0.99998586   -1 06 24.5
 SY0453;SPC WA N     -   215,517.14  1,273,537.47   sFT  0.99998586   -1 06 24.5
 SY0453;UTM  10      - 5,269,968.733   551,138.681   MT  0.99963214   +0 30 07.4
 SY0453
 SY0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0453!SPC WA N     -   1.00000260  x   0.99998586  =   0.99998846
 SY0453!UTM  10      -   1.00000260  x   0.99963214  =   0.99963473
 SY0453
 SY0453|---------------------------------------------------------------------|
 SY0453| PID    Reference Object                     Distance      Geod. Az  |
 SY0453|                                                           dddmmss.s |
 SY0453| SY1548 4 A WAHC                             44.638 METERS 09556     |
 SY0453| SY0454 5 WAHC                              246.594 METERS 16456     |
 SY0453| SY4458 SEARS 1957                          APPROX. 1.2 KM 2680304.1 |
 SY0453| SY0452 4 WAHC                              258.179 METERS 35945     |
 SY0453|---------------------------------------------------------------------|
 SY0453
 SY0453                          SUPERSEDED SURVEY CONTROL
 SY0453
 SY0453  NAD 83(1986)-  47 34 52.01037(N)    122 19 11.78655(W) AD(       ) 2
 SY0453  NAD 27      -  47 34 52.65510(N)    122 19 07.34120(W) AD(       ) 2
 SY0453  NGVD 29 (??/??/??)    5.945  (m)           19.50   (f) ADJUSTED    2 0
 SY0453
 SY0453.Superseded values are not recommended for survey control.
 SY0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0453.See file dsdata.txt to determine how the superseded data were derived.
 SY0453
 SY0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5113969969(NAD 83)
 SY0453_MARKER: DS = TRIANGULATION STATION DISK
 SY0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0453_STAMPING: NO 4 A 1957
 SY0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0453+STABILITY: SURFACE MOTION
 SY0453
 SY0453  HISTORY     - Date     Condition        Report By
 SY0453  HISTORY     - 1957     MONUMENTED       CGS
 SY0453  HISTORY     - 1958     GOOD             CGS
 SY0453  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0453  HISTORY     - 1962     GOOD             CGS
 SY0453  HISTORY     - 20060726 MARK NOT FOUND   USPSQD
 SY0453
 SY0453                          STATION DESCRIPTION
 SY0453
 SY0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SY0453'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF SEATTLE
 SY0453'NEAR THE INTERSECTION OF BAYVIEW STREET AND 10TH AVENUE SOUTH.
 SY0453'
 SY0453'THE STATION MARK IS A STANDARD DISK, STAMPED NO 4 A 1957, CEMENTED
 SY0453'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 SY0453'THE GROUND.  IT IS 145.5 FEET EAST OF THE SOUTHEAST CORNER OF A
 SY0453'CONCRETE BLOCK BUILDING, 62.5 FEET NORTH OF THE NORTHEAST CORNER
 SY0453'OF A BRICK BUILDING, 53 FEET NORTHWEST OF THE CENTER OF THE
 SY0453'INTERSECTION OF BAYVIEW STREET AND 10TH AVENUE SOUTH, 41 FEET
 SY0453'NORTHEAST OF THE CENTER OF A SEWER MANHOLE COVER AND 11 FEET
 SY0453'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS.
 SY0453'
 SY0453'REFERENCE MARKS WERE NOT SET AT THIS STATION.
 SY0453'
 SY0453'A TRAVERSE CONNECTION WAS MADE TO STATION NO 4 A (WSF).  THE MARK
 SY0453'IS A STEEL PIN CEMENTED IN THE TOP OF A 5 INCH CYLINDRICAL CONCRETE
 SY0453'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 96 FEET EAST OF THE
 SY0453'INTERSECTION OF BAYVIEW STREET AND 10TH AVENUE SOUTH AND 10 FEET
 SY0453'SOUTH OF THE CENTER OF BAYVIEW STREET.
 SY0453
 SY0453                          STATION RECOVERY (1958)
 SY0453
 SY0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0453'IN SEATTLE.
 SY0453'AT SEATTLE, KING COUNTY, CEMENTED IN THE TOP OF A 12 INCH SQUARE
 SY0453'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND, 145.5 FEET EAST OF
 SY0453'THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 53 FEET NORTHWEST
 SY0453'OF THE CENTER OF THE INTERSECTION OF BAYVIEW STREET AND 10TH AVENUE
 SY0453'SOUTH, 41 FEET NORTHEAST OF THE CENTER OF A SEWER MANHOLE COVER AND 11
 SY0453'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS.  A STANDARD DISK
 SY0453'STAMPED NO 4 A 1957.
 SY0453
 SY0453                          STATION RECOVERY (1962)
 SY0453
 SY0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0453'ADDITIONAL INFORMATION--THE MARK IS 9 FEET SOUTH OF THE SOUTH SIDE
 SY0453'OF THE CONCRETE BLOCK BUILDING EXTENDED.
 SY0453
 SY0453                          STATION RECOVERY (1962)
 SY0453
 SY0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0453'RECOVERED IN GOOD CONDITION.
 SY0453
 SY0453                          STATION RECOVERY (2006)
 SY0453
 SY0453'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0453'10TH AVENUE NO LONGER EXISTS IN THIS LOCATION. THIS IS NOW AN ELEVATED
 SY0453'SECTION OF INTERSTATE 5.  NO BUILDINGS, NO STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0397 ***********************************************************************
 SY0397  DESIGNATION -  4 A 1 S 1 C OF S
 SY0397  PID         -  SY0397
 SY0397  STATE/COUNTY-  WA/KING
 SY0397  USGS QUAD   -  
 SY0397
 SY0397                         *CURRENT SURVEY CONTROL
 SY0397  ___________________________________________________________________
 SY0397* NAD 83(1986)-  47 39 39.     (N)    122 17 33.     (W)     SCALED    
 SY0397* NAVD 88     -        11.335  (meters)      37.19   (feet)  ADJUSTED  
 SY0397  ___________________________________________________________________
 SY0397  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SY0397  DYNAMIC HT  -          11.336 (meters)      37.19  (feet)  COMP
 SY0397  MODELED GRAV-     980,726.4   (mgal)                       NAVD 88
 SY0397
 SY0397  VERT ORDER  -  FIRST     CLASS II
 SY0397
 SY0397.The horizontal coordinates were scaled from a topographic map and have
 SY0397.an estimated accuracy of +/- 6 seconds.
 SY0397
 SY0397.The orthometric height was determined by differential leveling
 SY0397.and adjusted by the National Geodetic Survey in June 1991..
 SY0397.WARNING-Repeat measurements at this control monument indicate possible
 SY0397.vertical movement.
 SY0397
 SY0397.The geoid height was determined by GEOID03.
 SY0397
 SY0397.The dynamic height is computed by dividing the NAVD 88
 SY0397.geopotential number by the normal gravity value computed on the
 SY0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0397.degrees latitude (g = 980.6199 gals.).
 SY0397
 SY0397.The modeled gravity was interpolated from observed gravity values.
 SY0397
 SY0397;                    North         East    Units  Estimated Accuracy
 SY0397;SPC WA N     -    74,510.      390,410.      MT  (+/- 180 meters Scaled)
 SY0397
 SY0397                          SUPERSEDED SURVEY CONTROL
 SY0397
 SY0397  NGVD 29 (??/??/??)   10.245  (m)           33.61   (f) ADJUSTED    1 2
 SY0397
 SY0397.Superseded values are not recommended for survey control.
 SY0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0397.See file dsdata.txt to determine how the superseded data were derived.
 SY0397
 SY0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET531788(NAD 83)
 SY0397_MARKER: Z = SEE DESCRIPTION
 SY0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0397+STABILITY: SURFACE MOTION
 SY0397
 SY0397  HISTORY     - Date     Condition        Report By
 SY0397  HISTORY     - UNK      MONUMENTED       WA1960
 SY0397  HISTORY     - 1965     GOOD             CGS
 SY0397
 SY0397                          STATION DESCRIPTION
 SY0397
 SY0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0397'IN SEATTLE.
 SY0397'AT SEATTLE, AT THE INTERSECTION OF THE CENTER LINES OF NE 45TH PLACE
 SY0397'AND UNION BAY PLACE NE, 10 FEET NORTH OF THE CENTER LINE OF SAND POINT
 SY0397'WAYNE, A COPPER PLUG SET IN THE TOP OF A CONCRETE POST 0.9 FT
 SY0397'UNDERGROUND. ACCESS TO THE MARK IS THRU A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0398 ***********************************************************************
 SY0398  DESIGNATION -  4 A 2
 SY0398  PID         -  SY0398
 SY0398  STATE/COUNTY-  WA/KING
 SY0398  USGS QUAD   -  
 SY0398
 SY0398                         *CURRENT SURVEY CONTROL
 SY0398  ___________________________________________________________________
 SY0398* NAD 83(1986)-  47 39 37.     (N)    122 17 21.     (W)     SCALED    
 SY0398* NAVD 88     -        25.381  (meters)      83.27   (feet)  ADJUSTED  
 SY0398  ___________________________________________________________________
 SY0398  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SY0398  DYNAMIC HT  -          25.384 (meters)      83.28  (feet)  COMP
 SY0398  MODELED GRAV-     980,726.4   (mgal)                       NAVD 88
 SY0398
 SY0398  VERT ORDER  -  FIRST     CLASS II
 SY0398
 SY0398.The horizontal coordinates were scaled from a topographic map and have
 SY0398.an estimated accuracy of +/- 6 seconds.
 SY0398
 SY0398.The orthometric height was determined by differential leveling
 SY0398.and adjusted by the National Geodetic Survey in July 2002..
 SY0398
 SY0398.The geoid height was determined by GEOID03.
 SY0398
 SY0398.The dynamic height is computed by dividing the NAVD 88
 SY0398.geopotential number by the normal gravity value computed on the
 SY0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0398.degrees latitude (g = 980.6199 gals.).
 SY0398
 SY0398.The modeled gravity was interpolated from observed gravity values.
 SY0398
 SY0398;                    North         East    Units  Estimated Accuracy
 SY0398;SPC WA N     -    74,450.      390,660.      MT  (+/- 180 meters Scaled)
 SY0398
 SY0398                          SUPERSEDED SURVEY CONTROL
 SY0398
 SY0398  NAVD 88 (06/15/91)   25.388  (m)           83.29   (f) UNKNOWN     1 2
 SY0398  NGVD 29 (??/??/??)   24.298  (m)           79.72   (f) ADJUSTED    1 2
 SY0398
 SY0398.Superseded values are not recommended for survey control.
 SY0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0398.See file dsdata.txt to determine how the superseded data were derived.
 SY0398
 SY0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET533787(NAD 83)
 SY0398_MARKER: DD = SURVEY DISK
 SY0398_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY0398_SP_SET: BUILDING
 SY0398_STAMPING: 4 A 2
 SY0398_MARK LOGO: WAGS  
 SY0398_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0398+STABILITY: SURFACE MOTION
 SY0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0398+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1998
 SY0398
 SY0398  HISTORY     - Date     Condition        Report By
 SY0398  HISTORY     - UNK      MONUMENTED       WAGS
 SY0398  HISTORY     - 1965     GOOD             CGS
 SY0398  HISTORY     - 19980710 GOOD             NGS
 SY0398
 SY0398                          STATION DESCRIPTION
 SY0398
 SY0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0398'IN SEATTLE.
 SY0398'AT SEATTLE, AT THE SOUTHWEST CORNER OF THE JUNCTION OF NE 45TH STREET
 SY0398'AND 37TH AVENUE NE, SET VERTICALLY IN THE EAST CONCRETE WALL OF
 SY0398'BUILDING NO. 3619 NE 45TH STREET, 25.0 FEET SOUTH OF THE EXTENDED
 SY0398'SOUTH CURB OF THE STREET, 8.3 FEET WEST OF THE WEST CURB OF THE
 SY0398'AVENUE, AND 1.0 FOOT ABOVE THE SIDEWALK.
 SY0398
 SY0398                          STATION RECOVERY (1998)
 SY0398
 SY0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 SY0398'IN SEATTLE, SET VERTICALLY IN THE EAST FACE OF A BUILDING AT 3619
 SY0398'NORTHEAST 45TH STREET, 7.7 M (25.3 FT) SOUTH OF THE EXTENDED SOUTH
 SY0398'CURB OF THE STREET, 2.5 M (8.2 FT) WEST OF THE WEST CURB OF THE
 SY0398'AVENUE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE AVENUE.  NOTE--THE
 SY0398'MARK IS ON PROPERTY OWNED BY THE U.S.  BANK, 404 128TH STREET
 SY0398'SOUTHWEST, SEATTLE, WA 98195, TELEPHONE NUMBER (800) 872-2657.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0399 ***********************************************************************
 SY0399  DESIGNATION -  4 A 2 S 1
 SY0399  PID         -  SY0399
 SY0399  STATE/COUNTY-  WA/KING
 SY0399  USGS QUAD   -  
 SY0399
 SY0399                         *CURRENT SURVEY CONTROL
 SY0399  ___________________________________________________________________
 SY0399* NAD 83(1986)-  47 39 40.     (N)    122 17 13.     (W)     SCALED    
 SY0399* NAVD 88     -        23.160  (meters)      75.98   (feet)  ADJUSTED  
 SY0399  ___________________________________________________________________
 SY0399  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SY0399  DYNAMIC HT  -          23.163 (meters)      75.99  (feet)  COMP
 SY0399  MODELED GRAV-     980,726.4   (mgal)                       NAVD 88
 SY0399
 SY0399  VERT ORDER  -  FIRST     CLASS II
 SY0399
 SY0399.The horizontal coordinates were scaled from a topographic map and have
 SY0399.an estimated accuracy of +/- 6 seconds.
 SY0399
 SY0399.The orthometric height was determined by differential leveling
 SY0399.and adjusted by the National Geodetic Survey in July 2002..
 SY0399
 SY0399.The geoid height was determined by GEOID03.
 SY0399
 SY0399.The dynamic height is computed by dividing the NAVD 88
 SY0399.geopotential number by the normal gravity value computed on the
 SY0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0399.degrees latitude (g = 980.6199 gals.).
 SY0399
 SY0399.The modeled gravity was interpolated from observed gravity values.
 SY0399
 SY0399;                    North         East    Units  Estimated Accuracy
 SY0399;SPC WA N     -    74,540.      390,830.      MT  (+/- 180 meters Scaled)
 SY0399
 SY0399                          SUPERSEDED SURVEY CONTROL
 SY0399
 SY0399  NAVD 88 (06/15/91)   23.168  (m)           76.01   (f) UNKNOWN     1 2
 SY0399  NGVD 29 (??/??/??)   22.077  (m)           72.43   (f) ADJUSTED    1 2
 SY0399
 SY0399.Superseded values are not recommended for survey control.
 SY0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0399.See file dsdata.txt to determine how the superseded data were derived.
 SY0399
 SY0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET535788(NAD 83)
 SY0399_MARKER: Z = SEE DESCRIPTION
 SY0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0399+STABILITY: SURFACE MOTION
 SY0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0399+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1998
 SY0399
 SY0399  HISTORY     - Date     Condition        Report By
 SY0399  HISTORY     - UNK      MONUMENTED       WA1960
 SY0399  HISTORY     - 1965     GOOD             CGS
 SY0399  HISTORY     - 19980710 GOOD             NGS
 SY0399
 SY0399                          STATION DESCRIPTION
 SY0399
 SY0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0399'IN SEATTLE.
 SY0399'AT SEATTLE, AT THE INTERSECTION OF SAND POINT WAY NE, NE 45TH STREET,
 SY0399'AND 38TH AVENUE NE, IN THE INTERSECTION OF THE CENTER LINES OF NE 45TH
 SY0399'STREET AND 38TH AVENUE NE, 45 FEET SOUTHEAST OF THE CENTER LINE OF THE
 SY0399'WAY, 54 FEET NORTH OF THE NORTH CORNER OF A DRUG STORE BUILDING NO.
 SY0399'3719 NE 45TH STREET, A COPPER PLUG SET IN THE TOP OF A CONCRETE POST
 SY0399'0.7 FT UNDERGROUND. ACCESS TO THE MARK IS HAD THRU A MANHOLE.
 SY0399
 SY0399                          STATION RECOVERY (1998)
 SY0399
 SY0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 SY0399'IN SEATTLE, AT THE INTERSECTION OF NORTHEAST 45TH STREET, 38TH AVENUE,
 SY0399'AND SAND POINT WAY, 16.4 M (53.8 FT) NORTHEAST OF THE NORTHEAST CORNER
 SY0399'OF THE MARLIA RESTAURANT, 9.6 M (31.5 FT) SOUTHEAST OF THE WAY
 SY0399'CENTERLINE, 1.9 M (6.2 FT) SOUTH OF THE EXTENDED AVENUE CENTER, ON THE
 SY0399'EXTENDED STREET CENTERLINE, AND THE MONUMENT IS RECESSED 0.4 M (1.3
 SY0399'FT) BELOW THE GROUND SURFACE.  NOTE--THE DATUM POINT IS AN UNSTAMPED
 SY0399'COPPER PLUG IN TOP OF A CONCRETE MONUMENT.  ACCESS TO THE DATUM IN
 SY0399'THROUGH A 14-INCH METAL PLATE.  THE MONUMENT IS ON CITY STREET
 SY0399'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0400 ***********************************************************************
 SY0400  DESIGNATION -  4 A 3
 SY0400  PID         -  SY0400
 SY0400  STATE/COUNTY-  WA/KING
 SY0400  USGS QUAD   -  
 SY0400
 SY0400                         *CURRENT SURVEY CONTROL
 SY0400  ___________________________________________________________________
 SY0400* NAD 83(1986)-  47 40 05.     (N)    122 16 31.     (W)     SCALED    
 SY0400* NAVD 88     -        47.639  (meters)     156.30   (feet)  ADJUSTED  
 SY0400  ___________________________________________________________________
 SY0400  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY0400  DYNAMIC HT  -          47.644 (meters)     156.31  (feet)  COMP
 SY0400  MODELED GRAV-     980,727.8   (mgal)                       NAVD 88
 SY0400
 SY0400  VERT ORDER  -  FIRST     CLASS II
 SY0400
 SY0400.The horizontal coordinates were scaled from a topographic map and have
 SY0400.an estimated accuracy of +/- 6 seconds.
 SY0400
 SY0400.The orthometric height was determined by differential leveling
 SY0400.and adjusted by the National Geodetic Survey in June 1991..
 SY0400.WARNING-Repeat measurements at this control monument indicate possible
 SY0400.vertical movement.
 SY0400
 SY0400.The geoid height was determined by GEOID03.
 SY0400
 SY0400.The dynamic height is computed by dividing the NAVD 88
 SY0400.geopotential number by the normal gravity value computed on the
 SY0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0400.degrees latitude (g = 980.6199 gals.).
 SY0400
 SY0400.The modeled gravity was interpolated from observed gravity values.
 SY0400
 SY0400;                    North         East    Units  Estimated Accuracy
 SY0400;SPC WA N     -    75,290.      391,720.      MT  (+/- 180 meters Scaled)
 SY0400
 SY0400                          SUPERSEDED SURVEY CONTROL
 SY0400
 SY0400  NGVD 29 (??/??/??)   46.548  (m)          152.72   (f) ADJUSTED    1 2
 SY0400
 SY0400.Superseded values are not recommended for survey control.
 SY0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0400.See file dsdata.txt to determine how the superseded data were derived.
 SY0400
 SY0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET544796(NAD 83)
 SY0400_MARKER: DD = SURVEY DISK
 SY0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0400_SP_SET: BRIDGE
 SY0400_STAMPING: 4 A 3
 SY0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0400
 SY0400  HISTORY     - Date     Condition        Report By
 SY0400  HISTORY     - UNK      MONUMENTED       WAGS
 SY0400  HISTORY     - 1965     GOOD             CGS
 SY0400  HISTORY     - 19980714 MARK NOT FOUND   NGS
 SY0400  HISTORY     - 20010520 MARK NOT FOUND   USPSQD
 SY0400
 SY0400                          STATION DESCRIPTION
 SY0400
 SY0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0400'IN SEATTLE.
 SY0400'AT SEATTLE, ABOUT 60 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 SY0400'JUNCTION OF SAND POINT WAY NE AND PRINCETON AVENUE NE, IN THE TOP OF
 SY0400'THE SOUTH END OF THE EAST CURB OF A CONCRETE BRIDGE OVER A RAILROAD,
 SY0400'19 FEET EAST OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 1/2 FEET
 SY0400'HIGHER THAN THE AVENUE.
 SY0400
 SY0400                          STATION RECOVERY (1998)
 SY0400
 SY0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 SY0400'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 SY0400
 SY0400                          STATION RECOVERY (2001)
 SY0400
 SY0400'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0401 ***********************************************************************
 SY0401  DESIGNATION -  4 A 3 S 1
 SY0401  PID         -  SY0401
 SY0401  STATE/COUNTY-  WA/KING
 SY0401  USGS QUAD   -  
 SY0401
 SY0401                         *CURRENT SURVEY CONTROL
 SY0401  ___________________________________________________________________
 SY0401* NAD 83(1986)-  47 40 10.     (N)    122 16 20.     (W)     SCALED    
 SY0401* NAVD 88     -        31.215  (meters)     102.41   (feet)  ADJUSTED  
 SY0401  ___________________________________________________________________
 SY0401  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY0401  DYNAMIC HT  -          31.218 (meters)     102.42  (feet)  COMP
 SY0401  MODELED GRAV-     980,728.2   (mgal)                       NAVD 88
 SY0401
 SY0401  VERT ORDER  -  FIRST     CLASS II
 SY0401
 SY0401.The horizontal coordinates were scaled from a topographic map and have
 SY0401.an estimated accuracy of +/- 6 seconds.
 SY0401
 SY0401.The orthometric height was determined by differential leveling
 SY0401.and adjusted by the National Geodetic Survey in June 1991..
 SY0401
 SY0401.The geoid height was determined by GEOID03.
 SY0401
 SY0401.The dynamic height is computed by dividing the NAVD 88
 SY0401.geopotential number by the normal gravity value computed on the
 SY0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0401.degrees latitude (g = 980.6199 gals.).
 SY0401
 SY0401.The modeled gravity was interpolated from observed gravity values.
 SY0401
 SY0401;                    North         East    Units  Estimated Accuracy
 SY0401;SPC WA N     -    75,440.      391,950.      MT  (+/- 180 meters Scaled)
 SY0401
 SY0401                          SUPERSEDED SURVEY CONTROL
 SY0401
 SY0401  NGVD 29 (??/??/??)   30.124  (m)           98.83   (f) ADJUSTED    1 2
 SY0401
 SY0401.Superseded values are not recommended for survey control.
 SY0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0401.See file dsdata.txt to determine how the superseded data were derived.
 SY0401
 SY0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET546798(NAD 83)
 SY0401_MARKER: Z = SEE DESCRIPTION
 SY0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0401_MARK LOGO: NONE  
 SY0401_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0401+STABILITY: SURFACE MOTION
 SY0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0401+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2000
 SY0401
 SY0401  HISTORY     - Date     Condition        Report By
 SY0401  HISTORY     - UNK      MONUMENTED       WA1960
 SY0401  HISTORY     - 1965     GOOD             CGS
 SY0401  HISTORY     - 20000131 GOOD             NGS
 SY0401  HISTORY     - 20010520 GOOD             USPSQD
 SY0401
 SY0401                          STATION DESCRIPTION
 SY0401
 SY0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0401'IN SEATTLE.
 SY0401'AT SEATTLE, AT THE INTERSECTION OF THE CENTER LINES OF SAND POINT WAY
 SY0401'NE AND NE WINDERMERE ROAD, A COPPER PLUG SET IN THE TOP OF A CONCRETE
 SY0401'POST 1 FT UNDERGROUND. ACCESS TO THE MARK IS THRU THE REMOVAL OF A MAN
 SY0401'HOLE COVER.
 SY0401
 SY0401                          STATION RECOVERY (2000)
 SY0401
 SY0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 SY0401'IN SEATTLE, AT THE INTERSECTION OF STATE HIGHWAY 513 (SAND POINT WAY
 SY0401'NORTHEAST) AND WINDERMERE ROAD, A BRASS PLUG IN TOP OF A CONCRETE POST
 SY0401'NEAR THE CENTER OF THE ROAD, 2.3 M (7.5 FT) NORTHWEST OF THE
 SY0401'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT)
 SY0401'BELOW THE LEVEL OF THE ROAD, AND ON THE CENTER OF THE ROAD.
 SY0401'NOTE--ACCESS TO THE MONUMENT IS THROUGH AN 18-INCH METAL COVER.  THE
 SY0401'MONUMENT IS ON THE ROAD RIGHT-OF-WAY.
 SY0401
 SY0401                          STATION RECOVERY (2001)
 SY0401
 SY0401'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0414 ***********************************************************************
 SY0414  DESIGNATION -  4 A 5
 SY0414  PID         -  SY0414
 SY0414  STATE/COUNTY-  WA/KING
 SY0414  USGS QUAD   -  
 SY0414
 SY0414                         *CURRENT SURVEY CONTROL
 SY0414  ___________________________________________________________________
 SY0414* NAD 83(1986)-  47 41 47.     (N)    122 16 37.     (W)     SCALED    
 SY0414* NAVD 88     -        10.916  (meters)      35.81   (feet)  ADJUSTED  
 SY0414  ___________________________________________________________________
 SY0414  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SY0414  DYNAMIC HT  -          10.917 (meters)      35.82  (feet)  COMP
 SY0414  MODELED GRAV-     980,736.1   (mgal)                       NAVD 88
 SY0414
 SY0414  VERT ORDER  -  FIRST     CLASS II
 SY0414
 SY0414.The horizontal coordinates were scaled from a topographic map and have
 SY0414.an estimated accuracy of +/- 6 seconds.
 SY0414
 SY0414.The orthometric height was determined by differential leveling
 SY0414.and adjusted by the National Geodetic Survey in June 1991..
 SY0414
 SY0414.The geoid height was determined by GEOID03.
 SY0414
 SY0414.The dynamic height is computed by dividing the NAVD 88
 SY0414.geopotential number by the normal gravity value computed on the
 SY0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0414.degrees latitude (g = 980.6199 gals.).
 SY0414
 SY0414.The modeled gravity was interpolated from observed gravity values.
 SY0414
 SY0414;                    North         East    Units  Estimated Accuracy
 SY0414;SPC WA N     -    78,440.      391,650.      MT  (+/- 180 meters Scaled)
 SY0414
 SY0414                          SUPERSEDED SURVEY CONTROL
 SY0414
 SY0414  NGVD 29 (??/??/??)    9.824  (m)           32.23   (f) ADJUSTED    1 2
 SY0414
 SY0414.Superseded values are not recommended for survey control.
 SY0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0414.See file dsdata.txt to determine how the superseded data were derived.
 SY0414
 SY0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET542828(NAD 83)
 SY0414_MARKER: DD = SURVEY DISK
 SY0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0414_SP_SET: OVERPASS
 SY0414_STAMPING: 4 A 5
 SY0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0414
 SY0414  HISTORY     - Date     Condition        Report By
 SY0414  HISTORY     - UNK      MONUMENTED       WAGS
 SY0414  HISTORY     - 1965     GOOD             CGS
 SY0414  HISTORY     - 1984     GOOD             USPSQD
 SY0414  HISTORY     - 20000131 MARK NOT FOUND   NGS
 SY0414  HISTORY     - 20010520 MARK NOT FOUND   USPSQD
 SY0414
 SY0414                          STATION DESCRIPTION
 SY0414
 SY0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0414'IN SEATTLE.
 SY0414'AT SEATTLE, ALONG SAND POINT WAY NE ABOUT 90 YARDS SOUTHEAST OF THE
 SY0414'CENTER OF THE Y JUNCTION OF NE 95TH STREET, SET VERTICALLY IN THE
 SY0414'SOUTHWEST FACE OF THE NORTHEAST CONCRETE ABUTMENT OF NORTHERN PACIFIC
 SY0414'RAILWAY OVERPASS, 0.7 FOOT SOUTHEAST OF THE WEST CORNER, AND ABOUT 2
 SY0414'FEET ABOVE THE GROUND.
 SY0414
 SY0414                          STATION RECOVERY (1984)
 SY0414
 SY0414'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY0414'RECOVERED IN GOOD CONDITION.
 SY0414
 SY0414                          STATION RECOVERY (2000)
 SY0414
 SY0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 SY0414'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 SY0414
 SY0414                          STATION RECOVERY (2001)
 SY0414
 SY0414'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0416 ***********************************************************************
 SY0416  DESIGNATION -  4 A 6 WAGS
 SY0416  PID         -  SY0416
 SY0416  STATE/COUNTY-  WA/KING
 SY0416  USGS QUAD   -  
 SY0416
 SY0416                         *CURRENT SURVEY CONTROL
 SY0416  ___________________________________________________________________
 SY0416* NAD 83(1986)-  47 42 31.     (N)    122 16 47.     (W)     SCALED    
 SY0416* NAVD 88     -        58.569  (meters)     192.16   (feet)  ADJUSTED  
 SY0416  ___________________________________________________________________
 SY0416  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SY0416  DYNAMIC HT  -          58.576 (meters)     192.18  (feet)  COMP
 SY0416  MODELED GRAV-     980,741.2   (mgal)                       NAVD 88
 SY0416
 SY0416  VERT ORDER  -  FIRST     CLASS II
 SY0416
 SY0416.The horizontal coordinates were scaled from a topographic map and have
 SY0416.an estimated accuracy of +/- 6 seconds.
 SY0416
 SY0416.The orthometric height was determined by differential leveling
 SY0416.and adjusted by the National Geodetic Survey in June 1991..
 SY0416.WARNING-Repeat measurements at this control monument indicate possible
 SY0416.vertical movement.
 SY0416
 SY0416.The geoid height was determined by GEOID03.
 SY0416
 SY0416.The dynamic height is computed by dividing the NAVD 88
 SY0416.geopotential number by the normal gravity value computed on the
 SY0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0416.degrees latitude (g = 980.6199 gals.).
 SY0416
 SY0416.The modeled gravity was interpolated from observed gravity values.
 SY0416
 SY0416;                    North         East    Units  Estimated Accuracy
 SY0416;SPC WA N     -    79,810.      391,470.      MT  (+/- 180 meters Scaled)
 SY0416
 SY0416                          SUPERSEDED SURVEY CONTROL
 SY0416
 SY0416  NGVD 29 (??/??/??)   57.476  (m)          188.57   (f) ADJUSTED    1 2
 SY0416
 SY0416.Superseded values are not recommended for survey control.
 SY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0416.See file dsdata.txt to determine how the superseded data were derived.
 SY0416
 SY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET540841(NAD 83)
 SY0416_MARKER: Z = SEE DESCRIPTION
 SY0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0416_SP_SET: STEP
 SY0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0416
 SY0416  HISTORY     - Date     Condition        Report By
 SY0416  HISTORY     - UNK      MONUMENTED       WAGS
 SY0416  HISTORY     - 1965     GOOD             CGS
 SY0416  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SY0416  HISTORY     - 20010520 GOOD             USPSQD
 SY0416
 SY0416                          STATION DESCRIPTION
 SY0416
 SY0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0416'IN SEATTLE.
 SY0416'AT SEATTLE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SAND POINT
 SY0416'WAY NE AND NE 110TH STREET, 28.5 FEET EAST OF THE CENTER LINE OF THE
 SY0416'WAY, 31.0 FEET SOUTH OF THE CENTER LINE OF THE STREET, 47.8 FEET
 SY0416'NORTHWEST OF THE CENTER OF THE FRONT DOOR TO RESIDENCE NO. 10764, 6.0
 SY0416'FEET EAST OF A FIRE HYDRANT, 0.6 FOOT NORTHWEST OF THE NORTHWEST FACE
 SY0416'OF A LOW BRICK FENCE AROUND A YARD, ABOUT LEVEL WITH THE WAY AND FLUSH
 SY0416'WITH THE TOP CONCRETE STEP OF SIDEWALK LEADING TO THE HOUSE.
 SY0416'A COPPER PLUG.
 SY0416
 SY0416                          STATION RECOVERY (1984)
 SY0416
 SY0416'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY0416'MARK NOT FOUND.
 SY0416
 SY0416                          STATION RECOVERY (2001)
 SY0416
 SY0416'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1548 ***********************************************************************
 SY1548  DESIGNATION -  4 A WAHC
 SY1548  PID         -  SY1548
 SY1548  STATE/COUNTY-  WA/KING
 SY1548  USGS QUAD   -  POVERTY BAY (1994)
 SY1548
 SY1548                         *CURRENT SURVEY CONTROL
 SY1548  ___________________________________________________________________
 SY1548* NAD 83(1991)-  47 34 51.86727(N)    122 19 09.65558(W)     ADJUSTED  
 SY1548* NAVD 88     -        12.056  (meters)      39.55   (feet)  ADJUSTED  
 SY1548  ___________________________________________________________________
 SY1548  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 SY1548  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY1548  DYNAMIC HT  -          12.058 (meters)      39.56  (feet)  COMP
 SY1548  MODELED GRAV-     980,717.0   (mgal)                       NAVD 88
 SY1548
 SY1548  HORZ ORDER  -  SECOND
 SY1548  VERT ORDER  -  SECOND    CLASS 0
 SY1548
 SY1548.The horizontal coordinates were established by classical geodetic methods
 SY1548.and adjusted by the National Geodetic Survey in December 1991..
 SY1548
 SY1548.The orthometric height was determined by differential leveling
 SY1548.and adjusted by the National Geodetic Survey in June 1991..
 SY1548
 SY1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1548
 SY1548.The geoid height was determined by GEOID03.
 SY1548
 SY1548.The dynamic height is computed by dividing the NAVD 88
 SY1548.geopotential number by the normal gravity value computed on the
 SY1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1548.degrees latitude (g = 980.6199 gals.).
 SY1548
 SY1548.The modeled gravity was interpolated from observed gravity values.
 SY1548
 SY1548;                    North         East     Units Scale Factor Converg.
 SY1548;SPC WA N     -    65,684.288   388,219.299   MT  0.99998586   -1 06 22.9
 SY1548;SPC WA N     -   215,499.20  1,273,682.82   sFT  0.99998586   -1 06 22.9
 SY1548;UTM  10      - 5,269,964.514   551,183.103   MT  0.99963219   +0 30 09.0
 SY1548
 SY1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1548!SPC WA N     -   1.00000181  x   0.99998586  =   0.99998767
 SY1548!UTM  10      -   1.00000181  x   0.99963219  =   0.99963400
 SY1548
 SY1548                          SUPERSEDED SURVEY CONTROL
 SY1548
 SY1548  NAD 83(1986)-  47 34 51.86108(N)    122 19 09.66183(W) AD(       ) 2
 SY1548  NAD 27      -  47 34 52.50580(N)    122 19 05.21650(W) AD(       ) 2
 SY1548  NGVD 29 (??/??/??)   10.945  (m)           35.91   (f) ADJUSTED    2 0
 SY1548
 SY1548.Superseded values are not recommended for survey control.
 SY1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1548.See file dsdata.txt to determine how the superseded data were derived.
 SY1548
 SY1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5118369965(NAD 83)
 SY1548_MARKER: Z = SEE DESCRIPTION
 SY1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1548+STABILITY: SURFACE MOTION
 SY1548
 SY1548  HISTORY     - Date     Condition        Report By
 SY1548  HISTORY     - UNK      MONUMENTED       WAHC
 SY1548  HISTORY     - 1957     GOOD             WAHC
 SY1548  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY1548  HISTORY     - 1962     GOOD             CGS
 SY1548  HISTORY     - 20060726 MARK NOT FOUND   USPSQD
 SY1548
 SY1548                          STATION DESCRIPTION
 SY1548
 SY1548'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION UNK
 SY1548'IN SEATTLE.
 SY1548'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF SEATTLE
 SY1548'NEAR THE INTERSECTION OF BAYVIEW STREET AND 10TH AVENUE SOUTH.
 SY1548'THE STATION MARK IS A STEEL PIN CEMENTED IN THE TOP OF A 5 INCH
 SY1548'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES. IT IS 96 FEET
 SY1548'AVENUE SOUTH AND 10 FEET SOUTH OF THE CENTER OF BAYVIEW STREET.
 SY1548'NOTE-- A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION 4 A
 SY1548'AND THE DISTANCE IS 146.45 FT, 44.638 MT, EAST OF STA. 4 A.
 SY1548
 SY1548                          STATION RECOVERY (1957)
 SY1548
 SY1548'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY1548'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF SEATTLE NEAR
 SY1548'THE INTERSECTION OF BAYVIEW STREET AND 10TH AVENUE SOUTH.
 SY1548'
 SY1548'THE STATION MARK IS A STEEL PIN CEMENTED IN THE TOP OF A 5 INCH
 SY1548'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 96
 SY1548'FEET EAST OF THE CENTER OF THE INTERSECTION OF BAYVIEW STREET AND
 SY1548'10TH AVENUE SOUTH AND 10 FEET SOUTH OF THE CENTER OF BAYVIEW
 SY1548'STREET.
 SY1548'
 SY1548'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION NO 4 A
 SY1548'AND THE DISTANCE IS 146.45 FEET, 44.638 METERS, EAST OF STATION
 SY1548'NO 4 A.
 SY1548
 SY1548                          STATION RECOVERY (1962)
 SY1548
 SY1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY1548'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 SY1548
 SY1548                          STATION RECOVERY (1962)
 SY1548
 SY1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY1548'NOTE-- THE MARK IS 9 FT SOUTH OF THE SOUTH SIDE OF THE CONCRETE BLOCK
 SY1548'BUILDING EXTENDED. A METAL WITNESS POST WAS SET 1 FT EAST OF THE MARK.
 SY1548
 SY1548                          STATION RECOVERY (2006)
 SY1548
 SY1548'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY1548'10TH AVENUE NO LONGER EXISTS IN THIS LOCATION. THIS IS NOW AN ELEVATED
 SY1548'SECTION OF INTERSTATE 5.  NO BUILDINGS, NO STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0735 ***********************************************************************
 TP0735  DESIGNATION -  4 AA
 TP0735  PID         -  TP0735
 TP0735  STATE/COUNTY-  WA/OKANOGAN
 TP0735  USGS QUAD   -  COXIT MOUNTAIN (1989)
 TP0735
 TP0735                         *CURRENT SURVEY CONTROL
 TP0735  ___________________________________________________________________
 TP0735* NAD 83(1986)-  48 38 30.     (N)    119 49 17.     (W)     SCALED    
 TP0735* NAVD 88     -      1160.463  (meters)    3807.29   (feet)  ADJUSTED  
 TP0735  ___________________________________________________________________
 TP0735  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 TP0735  DYNAMIC HT  -        1160.480 (meters)    3807.34  (feet)  COMP
 TP0735  MODELED GRAV-     980,585.3   (mgal)                       NAVD 88
 TP0735
 TP0735  VERT ORDER  -  SECOND    CLASS 0
 TP0735
 TP0735.The horizontal coordinates were scaled from a topographic map and have
 TP0735.an estimated accuracy of +/- 6 seconds.
 TP0735
 TP0735.The orthometric height was determined by differential leveling
 TP0735.and adjusted by the National Geodetic Survey in June 1991..
 TP0735
 TP0735.The geoid height was determined by GEOID03.
 TP0735
 TP0735.The dynamic height is computed by dividing the NAVD 88
 TP0735.geopotential number by the normal gravity value computed on the
 TP0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0735.degrees latitude (g = 980.6199 gals.).
 TP0735
 TP0735.The modeled gravity was interpolated from observed gravity values.
 TP0735
 TP0735;                    North         East    Units  Estimated Accuracy
 TP0735;SPC WA N     -   183,020.      574,570.      MT  (+/- 180 meters Scaled)
 TP0735
 TP0735                          SUPERSEDED SURVEY CONTROL
 TP0735
 TP0735  NGVD 29 (??/??/92) 1159.077  (m)         3802.74   (f) ADJ UNCH    2 0
 TP0735
 TP0735.Superseded values are not recommended for survey control.
 TP0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0735.See file dsdata.txt to determine how the superseded data were derived.
 TP0735
 TP0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP921914(NAD 83)
 TP0735_MARKER: DD = SURVEY DISK
 TP0735_SETTING: 66 = SET IN ROCK OUTCROP
 TP0735_SP_SET: GRANITE OUTCROP
 TP0735_STAMPING: 4 AA 1954 3802
 TP0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0735+STABILITY: POSITION/ELEVATION WELL
 TP0735
 TP0735  HISTORY     - Date     Condition        Report By
 TP0735  HISTORY     - 1954     MONUMENTED       USGS
 TP0735  HISTORY     - 1959     GOOD             NGS
 TP0735
 TP0735                          STATION DESCRIPTION
 TP0735
 TP0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0735'7.0 MI NW FROM CONCONULLY.
 TP0735'7.0 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0735'CONCONULLY, 163 FEET WEST OF THE CENTER OF THE T JUNCTION OF BEAR
 TP0735'WALLOW ROAD NORTHEAST, IN TOP OF A 5-BY 5-FOOT GRANITE OUTCROP WHICH
 TP0735'PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 79 FEET SOUTHWEST OF THE
 TP0735'CENTER LINE OF THE ROAD, 1.8 FEET WEST OF A WITNESS POST, AND ABOUT 1
 TP0735'FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1293 ***********************************************************************
 RZ1293  DESIGNATION -  4 LC
 RZ1293  PID         -  RZ1293
 RZ1293  STATE/COUNTY-  WA/GARFIELD
 RZ1293  USGS QUAD   -  GOULD CITY (1981)
 RZ1293
 RZ1293                         *CURRENT SURVEY CONTROL
 RZ1293  ___________________________________________________________________
 RZ1293* NAD 83(1986)-  46 33 07.     (N)    117 33 59.     (W)     SCALED    
 RZ1293* NAVD 88     -       560.074  (meters)    1837.51   (feet)  ADJUSTED  
 RZ1293  ___________________________________________________________________
 RZ1293  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 RZ1293  DYNAMIC HT  -         560.059 (meters)    1837.46  (feet)  COMP
 RZ1293  MODELED GRAV-     980,570.2   (mgal)                       NAVD 88
 RZ1293
 RZ1293  VERT ORDER  -  SECOND    CLASS 0
 RZ1293
 RZ1293.The horizontal coordinates were scaled from a topographic map and have
 RZ1293.an estimated accuracy of +/- 6 seconds.
 RZ1293
 RZ1293.The orthometric height was determined by differential leveling
 RZ1293.and adjusted by the National Geodetic Survey in June 1991..
 RZ1293
 RZ1293.The geoid height was determined by GEOID03.
 RZ1293
 RZ1293.The dynamic height is computed by dividing the NAVD 88
 RZ1293.geopotential number by the normal gravity value computed on the
 RZ1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1293.degrees latitude (g = 980.6199 gals.).
 RZ1293
 RZ1293.The modeled gravity was interpolated from observed gravity values.
 RZ1293
 RZ1293;                    North         East    Units  Estimated Accuracy
 RZ1293;SPC WA S     -   139,630.      724,910.      MT  (+/- 180 meters Scaled)
 RZ1293
 RZ1293                          SUPERSEDED SURVEY CONTROL
 RZ1293
 RZ1293  NGVD 29 (??/??/92)  559.098  (m)         1834.31   (f) ADJ UNCH    2 0
 RZ1293
 RZ1293.Superseded values are not recommended for survey control.
 RZ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1293.See file dsdata.txt to determine how the superseded data were derived.
 RZ1293
 RZ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM565555(NAD 83)
 RZ1293_MARKER: DD = SURVEY DISK
 RZ1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1293_STAMPING: 1834 4LC 1948
 RZ1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1293+STABILITY: SURFACE MOTION
 RZ1293
 RZ1293  HISTORY     - Date     Condition        Report By
 RZ1293  HISTORY     - 1948     MONUMENTED       USGS
 RZ1293  HISTORY     - 1959     GOOD             NGS
 RZ1293
 RZ1293                          STATION DESCRIPTION
 RZ1293
 RZ1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ1293'8.93 MI N FROM POMEROY.
 RZ1293'1.7 MILES EAST ALONG U. S. HIGHWAY 410 FROM THE COURTHOUSE AT POMEROY,
 RZ1293'THENCE 7.23 MILES NORTH ALONG GOULD CITY-MAYVIEW ROAD, 55 YARDS NORTH
 RZ1293'OF THE SUMMIT OF A GRADE, 35 YARDS NORTH OF THE CENTER OF THE
 RZ1293'INTERSECTION OF A FARM ROAD, 27 FEET EAST OF THE CENTER LINE OF THE
 RZ1293'ROAD, 42 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 3 FEET NORTH
 RZ1293'OF A T JUNCTION FENCE POST, 1.5 FEET WEST OF A WITNESS POST, ABOUT 4
 RZ1293'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RZ1293'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2721 ***********************************************************************
 RC2721  DESIGNATION -  4 N 10 E 12
 RC2721  PID         -  RC2721
 RC2721  STATE/COUNTY-  WA/KLICKITAT
 RC2721  USGS QUAD   -  NORTHWESTERN LAKE (1994)
 RC2721
 RC2721                         *CURRENT SURVEY CONTROL
 RC2721  ___________________________________________________________________
 RC2721* NAD 83(1998)-  45 50 44.27345(N)    121 30 21.49947(W)     ADJUSTED  
 RC2721* NAVD 88     -       206.36   (+/-2cm)     677.0    (feet)  VERTCON   
 RC2721  ___________________________________________________________________
 RC2721  X           -  -2,325,919.432 (meters)                     COMP
 RC2721  Y           -  -3,794,667.672 (meters)                     COMP
 RC2721  Z           -   4,553,445.000 (meters)                     COMP
 RC2721  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 RC2721  ELLIP HEIGHT-         185.43  (meters)          (06/26/02) GPS OBS
 RC2721  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 RC2721
 RC2721  HORZ ORDER  -  SECOND
 RC2721  VERT ORDER  -  THIRD ? (See Below)
 RC2721  ELLP ORDER  -  FOURTH    CLASS I
 RC2721
 RC2721.The horizontal coordinates were established by GPS observations
 RC2721.and adjusted by the National Geodetic Survey in June 2002..
 RC2721.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2721.DATUM ITEM on the data sheet items page.
 RC2721
 RC2721.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2721.The vertical order pertains to the NGVD 29 superseded value.
 RC2721
 RC2721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2721
 RC2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2721
 RC2721.The ellipsoidal height was determined by GPS observations
 RC2721.and is referenced to NAD 83.
 RC2721
 RC2721.The geoid height was determined by GEOID03.
 RC2721
 RC2721;                    North         East     Units Scale Factor Converg.
 RC2721;SPC WA S     -    57,440.643   421,859.998   MT  0.99999723   -0 43 50.6
 RC2721;SPC WA S     -   188,453.18  1,384,052.34   sFT  0.99999723   -0 43 50.6
 RC2721;UTM  10      - 5,077,981.603   616,006.961   MT  0.99976545   +1 04 19.3
 RC2721
 RC2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2721!SPC WA S     -   0.99997093  x   0.99999723  =   0.99996816
 RC2721!UTM  10      -   0.99997093  x   0.99976545  =   0.99973639
 RC2721
 RC2721                          SUPERSEDED SURVEY CONTROL
 RC2721
 RC2721  NAD 83(1991)-  45 50 44.27024(N)    121 30 21.49797(W) AD(       ) 2
 RC2721  ELLIP H (12/09/91)  185.58   (m)                       GP(       ) 4 1
 RC2721  NAD 83(1991)-  45 50 44.27032(N)    121 30 21.49847(W) AD(       ) 2
 RC2721  ELLIP H (10/15/91)  185.57   (m)                       GP(       ) 4 1
 RC2721  NAD 83(1986)-  45 50 44.28234(N)    121 30 21.49123(W) AD(       ) 2
 RC2721  NGVD 29 (08/07/90)  205.33   (m)          673.7    (f) LEVELING    3  
 RC2721
 RC2721.Superseded values are not recommended for survey control.
 RC2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2721.See file dsdata.txt to determine how the superseded data were derived.
 RC2721
 RC2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1600777982(NAD 83)
 RC2721_MARKER: DD = SURVEY DISK
 RC2721_SETTING: 0 = UNSPECIFIED SETTING
 RC2721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2721+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2721
 RC2721  HISTORY     - Date     Condition        Report By
 RC2721  HISTORY     - 1987     MONUMENTED       USFS
 RC2721
 RC2721                          STATION DESCRIPTION
 RC2721
 RC2721'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2721'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF WILLARD, 8 MILES
 RC2721'NORTH OF WHITE SALMON, 3.5 MILES NORTH OF HUSUM AND 0.5 MILES SOUTH
 RC2721'OF B Z CORNER ALONG THE EASTERN RIGHT OF WAY OF WASHINGTON STATE
 RC2721'HIGHWAY 141.
 RC2721'
 RC2721'TO REACH THE STATION FROM THE EAST END OF THE WHITE SALMON RIVER
 RC2721'(WASHINGTON STATE HIGHWAY 14, MILEPOST 63.6) TURN NORTH ONTO 141 ALT.
 RC2721'GO 2.1 MILES UPHILL ON A WINDING ROAD TO THE STOP SIGN. BEAR LEFT
 RC2721'AND CONTINUE NORTHERLY 7.4 MILES (THROUGH HUSUM) TO A BOX CULVERT
 RC2721'WITH THE END RAILS ABOUT 1 FOOT ABOVE THE PAVEMENT.  THE STATION IS
 RC2721'200 FEET NORTH OF THE BRIDGE ON THE RIGHT SIDE OF THE ROAD.
 RC2721'
 RC2721'THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM SURVEY DISK STAMPED---
 RC2721'---USDA-FS GPS/BM 4N10E12---SET ON THE TOP OF A 2-1/2 INCH DIAMETER
 RC2721'30 INCH LONG ALUMINUM PIPE MONUMENT SET OVER THE TOP OF A 5-1/2 FOOT
 RC2721'STEEL FENCE POST DRIVEN IN THE GROUND.  A MASS OF CONCRETE IS SET
 RC2721'AROUND THE TOP OF THE MONUMENT. THE MONUMENT IS FLUSH WITH THE GROUND.
 RC2721'NO REFERENCE MARKS WERE SET.
 RC2721'
 RC2721'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2722 ***********************************************************************
 RC2722  DESIGNATION -  4 N 11 E 2
 RC2722  PID         -  RC2722
 RC2722  STATE/COUNTY-  WA/KLICKITAT
 RC2722  USGS QUAD   -  HUSUM (1994)
 RC2722
 RC2722                         *CURRENT SURVEY CONTROL
 RC2722  ___________________________________________________________________
 RC2722* NAD 83(1998)-  45 51 35.89673(N)    121 24 15.58434(W)     ADJUSTED  
 RC2722* NAVD 88     -       477.7    (meters)    1567.     (feet)  VERTCON   
 RC2722  ___________________________________________________________________
 RC2722  X           -  -2,318,686.565 (meters)                     COMP
 RC2722  Y           -  -3,797,973.087 (meters)                     COMP
 RC2722  Z           -   4,554,749.964 (meters)                     COMP
 RC2722  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 RC2722  ELLIP HEIGHT-         456.89  (meters)          (06/26/02) GPS OBS
 RC2722  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 RC2722
 RC2722  HORZ ORDER  -  SECOND
 RC2722  ELLP ORDER  -  FOURTH    CLASS I
 RC2722
 RC2722.The horizontal coordinates were established by GPS observations
 RC2722.and adjusted by the National Geodetic Survey in June 2002..
 RC2722.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2722.DATUM ITEM on the data sheet items page.
 RC2722
 RC2722.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2722
 RC2722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2722
 RC2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2722
 RC2722.The ellipsoidal height was determined by GPS observations
 RC2722.and is referenced to NAD 83.
 RC2722
 RC2722.The geoid height was determined by GEOID03.
 RC2722
 RC2722;                    North         East     Units Scale Factor Converg.
 RC2722;SPC WA S     -    58,938.771   429,773.146   MT  0.99999407   -0 39 24.8
 RC2722;SPC WA S     -   193,368.28  1,410,014.06   sFT  0.99999407   -0 39 24.8
 RC2722;UTM  10      - 5,079,727.505   623,867.352   MT  0.99978863   +1 08 42.9
 RC2722
 RC2722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2722!SPC WA S     -   0.99992838  x   0.99999407  =   0.99992245
 RC2722!UTM  10      -   0.99992838  x   0.99978863  =   0.99971702
 RC2722
 RC2722                          SUPERSEDED SURVEY CONTROL
 RC2722
 RC2722  NAD 83(1991)-  45 51 35.89355(N)    121 24 15.58281(W) AD(       ) 2
 RC2722  ELLIP H (12/09/91)  457.04   (m)                       GP(       ) 4 1
 RC2722  NAD 83(1991)-  45 51 35.89399(N)    121 24 15.58369(W) AD(       ) 2
 RC2722  ELLIP H (10/15/91)  457.02   (m)                       GP(       ) 4 1
 RC2722  NAD 83(1986)-  45 51 35.90699(N)    121 24 15.57503(W) AD(       ) 2
 RC2722  NGVD 29 (08/07/90)  476.6    (m)         1564.     (f) GPS OBS        
 RC2722
 RC2722.Superseded values are not recommended for survey control.
 RC2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2722.See file dsdata.txt to determine how the superseded data were derived.
 RC2722
 RC2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2386779728(NAD 83)
 RC2722_MARKER: DD = SURVEY DISK
 RC2722_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RC2722_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RC2722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RC2722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2722+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2722
 RC2722  HISTORY     - Date     Condition        Report By
 RC2722  HISTORY     - 1987     MONUMENTED       USFS
 RC2722
 RC2722                          STATION DESCRIPTION
 RC2722
 RC2722'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2722'THE STATION IS LOCATED 2 MILES NORTH NORTHWEST OF LYLE, 10 MILES
 RC2722'NORTH NORTHEAST OF WHITE SALMON AND 5.4 MILES EAST OF B Z CORNER ON
 RC2722'LAND OWNED BY SDS LUMBER COMPANY, BOX 266, BINGEN, WASHINGTON 98605,
 RC2722'TELEPHONE 493-2155. THE STATION IS LOCATED IN AN OPEN MEADOW.
 RC2722'
 RC2722'TO REACH THE STATION FROM MILE 63.6 ON THE WASHINGTON STATE HIGHWAY
 RC2722'14 WHICH IS ALSO AT THE JUNCTION OF STATE HIGHWAYS 14 AND 141 ALT AT
 RC2722'THE EAST END OF THE BRIDGE OVER THE WHITE SALMON RIVER TURN NORTH ON
 RC2722'141 ALT AND GO UPHILL (WINDING ROAD) FOR 2.1 MILES TO A STOP SIGN.
 RC2722'CONTINUE NORTH ON STATE HIGHWAY 141 ALT.  GO 3.9 MILES TO THE JUNCTION
 RC2722'OF OAK RIDGE ROAD IN HUSUM, TURN RIGHT  AND GO NORTHEASTERLY FOR 0.9
 RC2722'MILE TO A JUNCTION. TURN RIGHT ONTO RATTLESNAKE ROAD (RD R-1000) AND
 RC2722'GO NORTHEASTERLY FOR 5.2 MILES TO A BARNYARD WHERE  THE ROAD BECOMES
 RC2722'NARROW AND ROCKY. CONTINUE THROUGH THE BARNYARD (NO GATES) AND GO 1.6
 RC2722'MILES ON R-1000 TO THE JUNCTION OF ROAD R-1400. TURN LEFT ONTO R-1400
 RC2722'AND GO 0.15 MILE TO A JUNCTION, TURN LEFT ON A TRACK ROAD AND GO
 RC2722'TOWARD THE CLEARING. AS YOU ENTER THE CLEARING, TURN LEFT ACROSS THE
 RC2722'NORTH SIDE OF THE COTTONWOOD TREES FOR ABOUT 150 FEET THEN TURN SOUTH
 RC2722'ACROSS A DRAINAGE AND GO ABOUT 400 FEET TO THE RIDGE TOP, BEAR RIGHT
 RC2722'AT THIS CREST AND GO WEST ABOUT 300 FEET TO THE MONUMENT.
 RC2722'
 RC2722'THE STATION IS A STANDARD USDA/USFS 3 INCH DIAMETER BRONZE SURVEY DISK
 RC2722'STAMPED---GPS 4N11E2 1987--- SET ON THE TOP OF A 2-1/2 INCH DIAMETER
 RC2722'36 INCH LONG STAINLESS STEEL PIPE MONUMENT CEMENTED OVER A 5-1/2 FOOT
 RC2722'LONG STEEL FENCE POST. A MASS OF CONCRETE SURROUNDS THE UPPER PORTION
 RC2722'OF THE MONUMENT. IT IS 240 FEET NORTHWEST OF A 32 INCH DIAMETER OAK,
 RC2722'IN THE SOUTHEAST CORNER OF THE MEADOW, 190 FEET WEST OF A 28 INCH OAK
 RC2722'BLAZED ON THE EAST AND WEST SIDES AND 1.0 FEET NORTH OF AN ORANGE
 RC2722'FLEXIBLE WITNESS POST.  THE MONUMENT IS FLUSH WITH THE GROUND.  NO
 RC2722'REFERENCE MARKS WERE SET.
 RC2722'
 RC2722'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2723 ***********************************************************************
 RC2723  DESIGNATION -  4 N 7 E 2
 RC2723  PID         -  RC2723
 RC2723  STATE/COUNTY-  WA/SKAMANIA
 RC2723  USGS QUAD   -  STABLER (1983)
 RC2723
 RC2723                         *CURRENT SURVEY CONTROL
 RC2723  ___________________________________________________________________
 RC2723* NAD 83(1998)-  45 51 50.23543(N)    121 54 49.89046(W)     ADJUSTED  
 RC2723* NAVD 88     -       813.8    (meters)    2670.     (feet)  VERTCON   
 RC2723  ___________________________________________________________________
 RC2723  X           -  -2,352,325.425 (meters)                     COMP
 RC2723  Y           -  -3,777,132.110 (meters)                     COMP
 RC2723  Z           -   4,555,299.458 (meters)                     COMP
 RC2723  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 RC2723  ELLIP HEIGHT-         792.94  (meters)          (06/26/02) GPS OBS
 RC2723  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 RC2723
 RC2723  HORZ ORDER  -  SECOND
 RC2723  ELLP ORDER  -  FOURTH    CLASS I
 RC2723
 RC2723.The horizontal coordinates were established by GPS observations
 RC2723.and adjusted by the National Geodetic Survey in June 2002..
 RC2723.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2723.DATUM ITEM on the data sheet items page.
 RC2723
 RC2723.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2723
 RC2723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2723
 RC2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2723
 RC2723.The ellipsoidal height was determined by GPS observations
 RC2723.and is referenced to NAD 83.
 RC2723
 RC2723.The geoid height was determined by GEOID03.
 RC2723
 RC2723;                    North         East     Units Scale Factor Converg.
 RC2723;SPC WA S     -    59,962.844   390,216.375   MT  0.99999320   -1 01 37.3
 RC2723;SPC WA S     -   196,728.10  1,280,234.89   sFT  0.99999320   -1 01 37.3
 RC2723;UTM  10      - 5,079,505.603   584,308.191   MT  0.99968738   +0 46 46.4
 RC2723
 RC2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2723!SPC WA S     -   0.99987571  x   0.99999320  =   0.99986891
 RC2723!UTM  10      -   0.99987571  x   0.99968738  =   0.99956312
 RC2723
 RC2723                          SUPERSEDED SURVEY CONTROL
 RC2723
 RC2723  NAD 83(1991)-  45 51 50.23169(N)    121 54 49.88908(W) AD(       ) 2
 RC2723  ELLIP H (12/09/91)  793.11   (m)                       GP(       ) 4 1
 RC2723  NAD 83(1991)-  45 51 50.23161(N)    121 54 49.88919(W) AD(       ) 2
 RC2723  ELLIP H (10/15/91)  793.10   (m)                       GP(       ) 4 1
 RC2723  NAD 83(1986)-  45 51 50.24119(N)    121 54 49.89501(W) AD(       ) 2
 RC2723  NGVD 29 (08/07/90)  812.7    (m)         2666.     (f) GPS OBS        
 RC2723
 RC2723.Superseded values are not recommended for survey control.
 RC2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2723.See file dsdata.txt to determine how the superseded data were derived.
 RC2723
 RC2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8430879506(NAD 83)
 RC2723_MARKER: DD = SURVEY DISK
 RC2723_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RC2723+WITH SETTING: INFORMATION.
 RC2723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2723+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2723
 RC2723  HISTORY     - Date     Condition        Report By
 RC2723  HISTORY     - 1987     MONUMENTED       USFS
 RC2723
 RC2723                          STATION DESCRIPTION
 RC2723
 RC2723'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2723'THE STATION IS LOCATED ABOUT 10.5 MILES NORTH NORTWEST OF CARSON, 4.5
 RC2723'MILES NORTHEAST OF WIND RIVER 3.0 MILES EAST OF LITTLE SODA SPRINGS
 RC2723'CAMPGROUND IN THE GIFFORD PINCHOT NATIONAL FOREST NEAR A BORROW PIT.
 RC2723'
 RC2723'TO REACH THE STATION FROM THE STATION FROM THE JUNCTION OF WIND RIVER
 RC2723'ROAD AND WASHINGTON STATE HIGHWAY 14 JUST SOUTH OF CARSON, GO NORTH
 RC2723'0.9 MILE ON WIND RIVER ROAD TO CARSON.  CONTINUE NORTHERLY FOR 9.0
 RC2723'MILES TO CARSON GULLER ROAD (FOREST ROAD 60).  TURN RIGHT ON ROAD 60
 RC2723'AND GO 4.5 MILES TO THE JUNCTION WITH FOREST ROAD 6000.  TURN RIGHT
 RC2723'AND TRAVEL 0.6 MILE TO AN UNNUMBERED SPUR ROAD RIGHT.  TURN RIGHT AND
 RC2723'GO TO THE TOP OF THE RISE, ABOUT 0.1 MILE TO THE STATION.
 RC2723'
 RC2723'THE STATION IS A STANDARD USDS/USFS 3-1/4 INCH DIAMETER ALUMINUM
 RC2723'SURVEY DISK STAMPED---5N7E2 1987---SET ON THE TOP OF A 3/4 INCH
 RC2723'DIAMETER 6 FOOT LONG ALUMINUM ROD DRIVEN TO REFUSAL.  IT IS ABOUT 200
 RC2723'FEET NORTHEAST OF GRAVEL PIT, 107 FEET SOUTHEAST OF THE ROAD, 10 FEET
 RC2723'SOUTHWEST OF THE EDGE OF A BANK AND 4.1 FEET SOUTHWEST OF A GREEN
 RC2723'STEEL FENCE POST.  THE MONUMENT IS FLUSH WITH THE GROUND.  NO
 RC2723'REFERENCE MARKS WERE SET.
 RC2723'
 RC2723'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2724 ***********************************************************************
 RC2724  DESIGNATION -  4 N 7 E 5
 RC2724  PID         -  RC2724
 RC2724  STATE/COUNTY-  WA/SKAMANIA
 RC2724  USGS QUAD   -  STABLER (1983)
 RC2724
 RC2724                         *CURRENT SURVEY CONTROL
 RC2724  ___________________________________________________________________
 RC2724* NAD 83(1998)-  45 52 07.93344(N)    121 58 27.13815(W)     ADJUSTED  
 RC2724* NAVD 88     -       332.4    (meters)    1091.     (feet)  VERTCON   
 RC2724  ___________________________________________________________________
 RC2724  X           -  -2,355,917.154 (meters)                     COMP
 RC2724  Y           -  -3,774,035.343 (meters)                     COMP
 RC2724  Z           -   4,555,334.436 (meters)                     COMP
 RC2724  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 RC2724  ELLIP HEIGHT-         311.49  (meters)          (06/26/02) GPS OBS
 RC2724  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 RC2724
 RC2724  HORZ ORDER  -  SECOND
 RC2724  ELLP ORDER  -  FOURTH    CLASS I
 RC2724
 RC2724.The horizontal coordinates were established by GPS observations
 RC2724.and adjusted by the National Geodetic Survey in June 2002..
 RC2724.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2724.DATUM ITEM on the data sheet items page.
 RC2724
 RC2724.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2724
 RC2724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2724
 RC2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2724
 RC2724.The ellipsoidal height was determined by GPS observations
 RC2724.and is referenced to NAD 83.
 RC2724
 RC2724.The geoid height was determined by GEOID03.
 RC2724
 RC2724;                    North         East     Units Scale Factor Converg.
 RC2724;SPC WA S     -    60,594.949   385,541.315   MT  0.99999213   -1 04 15.1
 RC2724;SPC WA S     -   198,801.93  1,264,896.80   sFT  0.99999213   -1 04 15.1
 RC2724;UTM  10      - 5,079,989.836   579,616.980   MT  0.99967793   +0 44 10.7
 RC2724
 RC2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2724!SPC WA S     -   0.99995117  x   0.99999213  =   0.99994330
 RC2724!UTM  10      -   0.99995117  x   0.99967793  =   0.99962912
 RC2724
 RC2724                          SUPERSEDED SURVEY CONTROL
 RC2724
 RC2724  NAD 83(1991)-  45 52 07.92965(N)    121 58 27.13674(W) AD(       ) 2
 RC2724  ELLIP H (12/09/91)  311.66   (m)                       GP(       ) 4 1
 RC2724  NAD 83(1991)-  45 52 07.92956(N)    121 58 27.13682(W) AD(       ) 2
 RC2724  ELLIP H (10/15/91)  311.65   (m)                       GP(       ) 4 1
 RC2724  NAD 83(1986)-  45 52 07.93897(N)    121 58 27.14300(W) AD(       ) 2
 RC2724  NGVD 29 (08/07/90)  331.4    (m)         1087.     (f) GPS OBS        
 RC2724
 RC2724.Superseded values are not recommended for survey control.
 RC2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2724.See file dsdata.txt to determine how the superseded data were derived.
 RC2724
 RC2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7961779990(NAD 83)
 RC2724_MARKER: DD = SURVEY DISK
 RC2724_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RC2724+WITH SETTING: PAVEMENT
 RC2724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2724+STABILITY: SURFACE MOTION
 RC2724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2724+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2724
 RC2724  HISTORY     - Date     Condition        Report By
 RC2724  HISTORY     - 1987     MONUMENTED       USFS
 RC2724
 RC2724                          STATION DESCRIPTION
 RC2724
 RC2724'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2724'THE STATION IS LOCATED ABOUT 12.2 MILES NORTH OF STEVENSON, 12.0 MILES
 RC2724'NORTH NORTHWEST OF CARSON AND 5.0 MILES NORTH OF WIND RIVER ON THE
 RC2724'GROUNDS OF THE CARSON NATIONAL FISH HATCHERY.
 RC2724'
 RC2724'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON STATE HIGHWAY 14
 RC2724'AND WIND RIVER HIGHWAY JUST SOUTH OF CARSON, GO NORTH ON WIND RIVER
 RC2724'HIGHWAY FOR 0.9 MILE TO CARSON.  CONTINUE NORTH ON THE WIND RIVER
 RC2724'HIGHWAY FOR 13.2 MILES TO THE CARSON NATIONAL FISH HATCHERY.  TURN
 RC2724'LEFT INTO THE HATCHERY RESIDENCE AREA.  THE STATION IS LOCATED  ALONG
 RC2724'THE SOUTH SIDE OF THE LOOP THAT SERVICES THE RESIDENCE AREA BETWEEN
 RC2724'RESIDENCE 38-2 AND 39-1 WHICH ARE BOTH DUPLEXES.
 RC2724'
 RC2724'THE STATION IS A 3 INCH DIAMETER BRONZE SURVEY DISK STAMPED---USFS
 RC2724'4N7E5 1987---CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK BETWEEN
 RC2724'DUPLEX 39-1 AND AN ACCESS ROAD LEADING FROM THE RESIDENCE AREA SOUTH
 RC2724'TO THE FISH PONDS.  IT IS 127.3 FEET NORTH NORTHWEST OF THE CENTER OF
 RC2724'THE GATE ON THE ACCESS ROAD LEADING TO THE PONDS, 39.2 FEET  WEST OF
 RC2724'THE NORTHWEST CORNER OF HOUSE 38-2, 19.2 FEET SOUTHEAST OF THE
 RC2724'NORTHEAST CORNER OF DUPLEX 39-1, 11.4 FEET SOUTH OF THE NORTH END OF
 RC2724'A ROUNDED CURB AND 3.4 FEET WEST AND 3.4 FEET EAST OF A CONCRETE CURB.
 RC2724'NO REFERENCE MARKS WERE SET.
 RC2724'
 RC2724'THE STATION IS MARGINALLY SUITED FOR GPS SURVEYS, DUE TO THE NEARBY
 RC2724'BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2725 ***********************************************************************
 RC2725  DESIGNATION -  4 N 9 E 2
 RC2725  PID         -  RC2725
 RC2725  STATE/COUNTY-  WA/SKAMANIA
 RC2725  USGS QUAD   -  WILLARD (1994)
 RC2725
 RC2725                         *CURRENT SURVEY CONTROL
 RC2725  ___________________________________________________________________
 RC2725* NAD 83(1998)-  45 51 51.48217(N)    121 38 07.08461(W)     ADJUSTED  
 RC2725* NAVD 88     -       582.5    (meters)    1911.     (feet)  VERTCON   
 RC2725  ___________________________________________________________________
 RC2725  X           -  -2,333,835.340 (meters)                     COMP
 RC2725  Y           -  -3,788,363.246 (meters)                     COMP
 RC2725  Z           -   4,555,160.364 (meters)                     COMP
 RC2725  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 RC2725  ELLIP HEIGHT-         561.78  (meters)          (06/26/02) GPS OBS
 RC2725  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 RC2725
 RC2725  HORZ ORDER  -  SECOND
 RC2725  ELLP ORDER  -  FOURTH    CLASS I
 RC2725
 RC2725.The horizontal coordinates were established by GPS observations
 RC2725.and adjusted by the National Geodetic Survey in June 2002..
 RC2725.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2725.DATUM ITEM on the data sheet items page.
 RC2725
 RC2725.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2725
 RC2725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2725
 RC2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2725
 RC2725.The ellipsoidal height was determined by GPS observations
 RC2725.and is referenced to NAD 83.
 RC2725
 RC2725.The geoid height was determined by GEOID03.
 RC2725
 RC2725;                    North         East     Units Scale Factor Converg.
 RC2725;SPC WA S     -    59,651.815   411,844.728   MT  0.99999312   -0 49 28.8
 RC2725;SPC WA S     -   195,707.66  1,351,193.91   sFT  0.99999312   -0 49 28.8
 RC2725;UTM  10      - 5,079,876.021   605,929.519   MT  0.99973795   +0 58 46.3
 RC2725
 RC2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2725!SPC WA S     -   0.99991194  x   0.99999312  =   0.99990506
 RC2725!UTM  10      -   0.99991194  x   0.99973795  =   0.99964991
 RC2725
 RC2725                          SUPERSEDED SURVEY CONTROL
 RC2725
 RC2725  NAD 83(1991)-  45 51 51.47889(N)    121 38 07.08333(W) AD(       ) 2
 RC2725  ELLIP H (12/09/91)  561.93   (m)                       GP(       ) 4 1
 RC2725  NAD 83(1991)-  45 51 51.47898(N)    121 38 07.08375(W) AD(       ) 2
 RC2725  ELLIP H (10/15/91)  561.92   (m)                       GP(       ) 4 1
 RC2725  NAD 83(1986)-  45 51 51.49011(N)    121 38 07.08185(W) AD(       ) 2
 RC2725  NGVD 29 (08/07/90)  581.4    (m)         1907.     (f) GPS OBS        
 RC2725
 RC2725.Superseded values are not recommended for survey control.
 RC2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2725.See file dsdata.txt to determine how the superseded data were derived.
 RC2725
 RC2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR0593079876(NAD 83)
 RC2725_MARKER: DD = SURVEY DISK
 RC2725_SETTING: 0 = UNSPECIFIED SETTING
 RC2725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2725+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2725
 RC2725  HISTORY     - Date     Condition        Report By
 RC2725  HISTORY     - 1987     MONUMENTED       USFS
 RC2725
 RC2725                          STATION DESCRIPTION
 RC2725
 RC2725'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2725'THE STATION IS LOCATED ABOUT 11.8 MILES NORTH NORTHWEST OF HOOD RIVER,
 RC2725'6.0 MILES WEST OF B Z CORNER AND 5.8 MILES NORTH OF WILLARD IN THE
 RC2725'GIFFORD PINCHOT NATIONAL FOREST ON THE SOUTHWESTERN SPUR OF THE FIRST
 RC2725'MOUNTAIN SOUTH OF THE OKLAHOMA CAMPGROUND.
 RC2725'
 RC2725'TO REACH THE STATION FROM WASHINGTON STATE HIGHWAY 14 AT THE BRIDGE OF
 RC2725'THE GODS JUNCTION, TRAVEL EASTERLY ON ROUTE 14 FOR 14.3 MILES AND TURN
 RC2725'LEFT ONTO COOK UNDERWOOD ROAD.  CONTINUE NORTHERLY ON COOK UNDERWOOD
 RC2725'ROAD FOR 5.1 MILES AND TURN LEFT ON WILLARD ROAD.  TRAVEL 8.3 MILES
 RC2725'TO FOREST ROAD 1840.  TURN RIGHT AND GO 0.3 MILE AND TURN LEFT ON
 RC2725'A SPUR ROAD LEADING UPHILL.  GO 0.5 MILE TO A CLEARCUT ON THE
 RC2725'SOUTHWEST SPUR OF THE MOUNTAIN AND THE STATION ON THE LEFT.
 RC2725'
 RC2725'THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM SURVEY DISK STAMPED---
 RC2725'---USFS 4N8E2 1987---SET ON THE TOP OF A 3/4 INCH DIAMETER 3 FOOT LONG
 RC2725'ALUMINUM ROD DRIVEN IN THE GROUND.  IT IS 66 FEET SOUTHWEST OF A 15
 RC2725'FOOT HIGH DOUGLAS FIR ALONGSIDE THE SOUTHWEST SIDE OF THE ROAD, 41
 RC2725'FEET SOUTH OF A 3 FOOT DIAMETER STUMP AND 3 FEET SOUTH OF A STEEL
 RC2725'FENCE POST.  THE MONUMENT IS FLUSH WITH THE GROUND.  NO REFERENCE
 RC2725'MARKS WERE SET.
 RC2725'
 RC2725'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2719 ***********************************************************************
 TR2719  DESIGNATION -  4 RESET
 TR2719  PID         -  TR2719
 TR2719  STATE/COUNTY-  WA/SKAGIT
 TR2719  USGS QUAD   -  LA CONNER (1973)
 TR2719
 TR2719                         *CURRENT SURVEY CONTROL
 TR2719  ___________________________________________________________________
 TR2719* NAD 83(1986)-  48 25 15.     (N)    122 28 16.     (W)     SCALED    
 TR2719* NAVD 88     -         2.44   (meters)       8.0    (feet)  RESET     
 TR2719  ___________________________________________________________________
 TR2719  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 TR2719
 TR2719  VERT ORDER  -  THIRD
 TR2719
 TR2719.The horizontal coordinates were scaled from a topographic map and have
 TR2719.an estimated accuracy of +/- 6 seconds.
 TR2719
 TR2719.The orthometric height was computed from unverified reset data.
 TR2719.No vertical observational check was made to the station.
 TR2719
 TR2719.The geoid height was determined by GEOID03.
 TR2719
 TR2719;                    North         East    Units  Estimated Accuracy
 TR2719;SPC WA N     -   159,260.      378,790.      MT  (+/- 180 meters Scaled)
 TR2719
 TR2719                          SUPERSEDED SURVEY CONTROL
 TR2719
 TR2719  NGVD 29 (12/17/02)    1.29   (m)            4.2    (f) RESET       3  
 TR2719
 TR2719.Superseded values are not recommended for survey control.
 TR2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2719.See file dsdata.txt to determine how the superseded data were derived.
 TR2719
 TR2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU391632(NAD 83)
 TR2719_MARKER: DV = VERTICAL CONTROL DISK
 TR2719_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TR2719_SP_SET: SCALE FOUNDATION
 TR2719_STAMPING: 4 USGS RESET 1989
 TR2719_MARK LOGO: NGS   
 TR2719_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2719+STABILITY: SURFACE MOTION
 TR2719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2719+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2006
 TR2719
 TR2719  HISTORY     - Date     Condition        Report By
 TR2719  HISTORY     - 1989     MONUMENTED       NGS
 TR2719  HISTORY     - 20050212 GOOD             USPSQD
 TR2719  HISTORY     - 20060730 GOOD             USPSQD
 TR2719
 TR2719                          STATION DESCRIPTION
 TR2719
 TR2719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 TR2719'THE STATION IS LOCATED ABOUT 25.7 KM (16.0 MI) NORTHWEST OF ARLINGTON,
 TR2719'14.5 KM (9.0 MI) NORTHEAST OF OAK HARBOR, 14.5 KM (9.0 MI) SOUTHEAST
 TR2719'OF ANACORTES, 4.8 KM (3.0 MI) NORTH OF LA CONNER AND AT THE PETH
 TR2719'CORNER, NALLEY RECIEVING STATION.
 TR2719'TO REACH FROM THE NORTH END OF MAIN STREET IN LA CONNER, GO EAST ON
 TR2719'MORRIS STREET FOR 0.64 KM (0.40 MI) TO A FORK.  TAKE THE LEFT FORK
 TR2719'AMD GO NORTH ON THE SURFACED ROAD FOR 3.86 KM (2.40 MI) TO A CROSS
 TR2719'ROAD, DOWNEY ROAD, AND THE STATION IN THE NORTHWEST ANGLE OF THE
 TR2719'INTERSECTION,  IN THE NORTHEAST CORNER OF THE
 TR2719'FOUNDATION FOR THE TRUCK SCALE.  IT IS 16.0 M (52.5 FT) NORTH OF THE
 TR2719'CENTER OF DOWNEY ROAD, 7.8 M (25.6 FT) SOUTHWEST OF THE SAOUTHWEST
 TR2719'CORNER OF THE SCALE HOUSE, 7.0 M (23.0 FT) NORTH-NORTHEAST OF A MAIL
 TR2719'BOX AND 0.6 M (2.0 FT) SOUTH OF A YELLOW GUARD POST.
 TR2719
 TR2719                          STATION RECOVERY (2005)
 TR2719
 TR2719'RECOVERY NOTE BY US POWER SQUADRON 2005
 TR2719'RECOVERED IN GOOD CONDITION.
 TR2719
 TR2719                          STATION RECOVERY (2006)
 TR2719
 TR2719'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR2719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1334 ***********************************************************************
 SC1334  DESIGNATION -  4 SPIKES USE
 SC1334  PID         -  SC1334
 SC1334  STATE/COUNTY-  WA/COWLITZ
 SC1334  USGS QUAD   -  KALAMA (1990)
 SC1334
 SC1334                         *CURRENT SURVEY CONTROL
 SC1334  ___________________________________________________________________
 SC1334* NAD 83(1991)-  46 02 46.74906(N)    122 52 29.00318(W)     ADJUSTED  
 SC1334* NAVD 88     -                                                        
 SC1334  ___________________________________________________________________
 SC1334  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 SC1334  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SC1334
 SC1334  HORZ ORDER  -  THIRD
 SC1334
 SC1334.The horizontal coordinates were established by classical geodetic methods
 SC1334.and adjusted by the National Geodetic Survey in December 1991..
 SC1334
 SC1334
 SC1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1334
 SC1334.The geoid height was determined by GEOID03.
 SC1334
 SC1334;                    North         East     Units Scale Factor Converg.
 SC1334;SPC WA S     -    82,014.810   316,235.060   MT  0.99995852   -1 43 30.0
 SC1334;SPC WA S     -   269,076.92  1,037,514.53   sFT  0.99995852   -1 43 30.0
 SC1334;SPC OR N     -   267,144.314 2,316,223.911   MT  1.00001211   -1 41 02.8
 SC1334;SPC OR N     -   876,457.72  7,599,159.81   iFT  1.00001211   -1 41 02.8
 SC1334;UTM  10      - 5,099,201.520   509,692.382   MT  0.99960115   +0 05 24.7
 SC1334
 SC1334                          SUPERSEDED SURVEY CONTROL
 SC1334
 SC1334  NAD 83(1991)-  46 02 46.74906(N)    122 52 29.00319(W) AD(       ) 4
 SC1334  NAD 83(1986)-  46 02 46.76496(N)    122 52 28.99842(W) AD(       ) 4
 SC1334  NAD 27      -  46 02 47.35441(N)    122 52 24.60902(W) AD(       ) 3
 SC1334
 SC1334.Superseded values are not recommended for survey control.
 SC1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1334.See file dsdata.txt to determine how the superseded data were derived.
 SC1334
 SC1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0969299202(NAD 83)
 SC1334
 SC1334  HISTORY     - Date     Condition        Report By
 SC1334  HISTORY     - 1937     MONUMENTED       USE
 SC1334  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1334
 SC1334                          STATION DESCRIPTION
 SC1334
 SC1334'DESCRIBED BY US ENGINEERS 1937 (RWK)
 SC1334'STATION LOCATED OPPOSITE PRESCOTT, ABOUT 400 METERS UPSTREAM
 SC1334'FROM THE INSHORE END OF DIKE 41.2 IN A LINE OF PILING ABOUT A
 SC1334'MILE ALONG THE RIVER BANK, A GROUP OF THREE PILES WITH SEVERAL
 SC1334'HEAVY BOARDS NAILED CRISS-CROSS ONTO THEM.
 SC1334
 SC1334                          STATION RECOVERY (1949)
 SC1334
 SC1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1334'THE THREE PILES REMARKED IN 1937 ARE NO LONGER ABOVE THE WATER
 SC1334'LINE.  IT IS RECOMMENDED THAT THE STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0966 ***********************************************************************
 SY0966  DESIGNATION -  4 USN
 SY0966  PID         -  SY0966
 SY0966  STATE/COUNTY-  WA/KITSAP
 SY0966  USGS QUAD   -  SUQUAMISH (1981)
 SY0966
 SY0966                         *CURRENT SURVEY CONTROL
 SY0966  ___________________________________________________________________
 SY0966* NAD 83(1986)-  47 42 02.     (N)    122 37 09.     (W)     SCALED    
 SY0966* NAVD 88     -        16.630  (meters)      54.56   (feet)  POSTED    
 SY0966  ___________________________________________________________________
 SY0966  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SY0966  DYNAMIC HT  -          16.630 (meters)      54.56  (feet)  COMP
 SY0966  MODELED GRAV-     980,771.9   (mgal)                       NAVD 88
 SY0966
 SY0966  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0966
 SY0966.The horizontal coordinates were scaled from a topographic map and have
 SY0966.an estimated accuracy of +/- 6 seconds.
 SY0966
 SY0966.The orthometric height was determined by differential leveling
 SY0966.and adjusted by the National Geodetic Survey in 1992..
 SY0966.No vertical observational check was made to the station.
 SY0966.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0966.was located on a no-check spur therefore a value was not computed.
 SY0966
 SY0966.The geoid height was determined by GEOID03.
 SY0966
 SY0966.The dynamic height is computed by dividing the NAVD 88
 SY0966.geopotential number by the normal gravity value computed on the
 SY0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0966.degrees latitude (g = 980.6199 gals.).
 SY0966
 SY0966.The modeled gravity was interpolated from observed gravity values.
 SY0966
 SY0966;                    North         East    Units  Estimated Accuracy
 SY0966;SPC WA N     -    79,440.      365,980.      MT  (+/- 180 meters Scaled)
 SY0966
 SY0966                          SUPERSEDED SURVEY CONTROL
 SY0966
 SY0966  NGVD 29 (??/??/??)   15.555  (m)           51.03   (f) ADJUSTED    1 2
 SY0966
 SY0966.Superseded values are not recommended for survey control.
 SY0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0966.See file dsdata.txt to determine how the superseded data were derived.
 SY0966
 SY0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET285830(NAD 83)
 SY0966_MARKER: B = BOLT
 SY0966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0966_SP_SET: MANHOLE
 SY0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0966
 SY0966  HISTORY     - Date     Condition        Report By
 SY0966  HISTORY     - UNK      MONUMENTED       DOD
 SY0966  HISTORY     - 1944     GOOD             CGS
 SY0966
 SY0966                          STATION DESCRIPTION
 SY0966
 SY0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0966'IN KEYPORT.
 SY0966'AT KEYPORT, KITSAP COUNTY, AT THE NAVAL TORPEDO STATION, AT THE
 SY0966'CENTERLINE OF B STREET, 422 FEET SOUTH OF THE CENTERLINE OF FIRST
 SY0966'STREET, AND IN AN 8-INCH MANHOLE.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1650 ***********************************************************************
 SX1650  DESIGNATION -  4 WKP
 SX1650  PID         -  SX1650
 SX1650  STATE/COUNTY-  WA/DOUGLAS
 SX1650  USGS QUAD   -  ROCK ISLAND DAM (1966)
 SX1650
 SX1650                         *CURRENT SURVEY CONTROL
 SX1650  ___________________________________________________________________
 SX1650* NAD 83(1998)-  47 18 02.50724(N)    120 03 11.38437(W)     ADJUSTED  
 SX1650* NAVD 88     -       257.0    (meters)     843.     (feet)  GPS OBS   
 SX1650  ___________________________________________________________________
 SX1650  X           -  -2,170,151.016 (meters)                     COMP
 SX1650  Y           -  -3,750,770.377 (meters)                     COMP
 SX1650  Z           -   4,664,673.522 (meters)                     COMP
 SX1650  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 SX1650  ELLIP HEIGHT-         236.88  (meters)          (07/05/01) GPS OBS
 SX1650  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 SX1650
 SX1650  HORZ ORDER  -  FIRST
 SX1650  ELLP ORDER  -  FOURTH    CLASS II
 SX1650
 SX1650.The horizontal coordinates were established by GPS observations
 SX1650.and adjusted by the National Geodetic Survey in July 2001..
 SX1650.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1650.DATUM ITEM on the data sheet items page.
 SX1650
 SX1650.The orthometric height was determined by GPS observations and a
 SX1650.high-resolution geoid model.
 SX1650
 SX1650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1650
 SX1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1650
 SX1650.The ellipsoidal height was determined by GPS observations
 SX1650.and is referenced to NAD 83.
 SX1650
 SX1650.The geoid height was determined by GEOID03.
 SX1650
 SX1650;                    North         East     Units Scale Factor Converg.
 SX1650;SPC WA N     -    33,731.480   559,004.497   MT  1.00004313   +0 34 51.1
 SX1650;SPC WA N     -   110,667.36  1,834,000.59   sFT  1.00004313   +0 34 51.1
 SX1650;UTM  10      - 5,242,792.231   722,767.231   MT  1.00020992   +2 09 59.7
 SX1650;UTM  11      - 5,243,101.784   269,195.715   MT  1.00025472   -2 14 41.4
 SX1650
 SX1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1650!SPC WA N     -   0.99996287  x   1.00004313  =   1.00000600
 SX1650!UTM  10      -   0.99996287  x   1.00020992  =   1.00017278
 SX1650!UTM  11      -   0.99996287  x   1.00025472  =   1.00021758
 SX1650
 SX1650                          SUPERSEDED SURVEY CONTROL
 SX1650
 SX1650  NAD 83(1991)-  47 18 02.50593(N)    120 03 11.38509(W) AD(       ) 1
 SX1650  ELLIP H (01/21/94)  236.99   (m)                       GP(       ) 4 1
 SX1650
 SX1650.Superseded values are not recommended for survey control.
 SX1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1650.See file dsdata.txt to determine how the superseded data were derived.
 SX1650
 SX1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT2276742792(NAD 83)
 SX1650_MARKER: DB = BENCH MARK DISK
 SX1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1650_SP_SET: CONCRETE POST
 SX1650_STAMPING: 4 WKP 839 1965 30 EG BN
 SX1650_MARK LOGO: USGS  
 SX1650_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1650+STABILITY: POSITION/ELEVATION WELL
 SX1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1650+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 SX1650
 SX1650  HISTORY     - Date     Condition        Report By
 SX1650  HISTORY     - 1965     MONUMENTED       USGS
 SX1650  HISTORY     - 19930505 GOOD             DCPW
 SX1650
 SX1650                          STATION DESCRIPTION
 SX1650
 SX1650'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1650'THE STATION IS APPROXIMATELY 6.5 MI (10.5 KM) SE OF ROCK ISLAND, WA,
 SX1650'11 MI (17.7 KM) SW OF PALISADES, WA, AND 5.5 MI (8.9 KM) NW OF
 SX1650'TRINIDAD, WA, IN THE NE 1/4 OF SECTION 22, T21N, R22E, WM, DOUGLAS
 SX1650'COUNTY, WA.
 SX1650'TO REACH STATION FROM THE POST OFFICE IN PALISADES, WA, DRIVE SW ALONG
 SX1650'THE PALISADES ROAD FOR 10.55 MI (16.98 KM) TO STATION APPROXIMATELY
 SX1650'23.2 FT (7.1 M) NW OF CENTERLINE, AND 3.2 FT (1.0 M) S10E OF A YELLOW
 SX1650'WITNESS SIGN ATTACHED TO POWER POLE CP1 22B VX 11. STATION IS ALSO
 SX1650'0.77 MI (1.24 KM) NE ALONG THE PALISADES ROAD FROM THE INTERSECTION
 SX1650'OF HIGHWAY 28.
 SX1650'THE STATION IS A 3.5 INCH USGS ALUMINUM CAP STAMPED -4 WKP 839 1965 30
 SX1650'EG BN- SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER
 SX1650'PROJECTING 0.8 FT (0.2 M) ABOVE THE SURROUNDING GRAVEL SURFACE.
 SX1650'MONUMENT WAS REINFORCED WITH A MASS OF CONCRETE BY DOUGLAS COUNTY
 SX1650'PUBLIC WORKS.
 SX1650'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1650'DESCRIBED BY KEVIN TAYLOR AND LARRY SELDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0643 ***********************************************************************
 RD0643  DESIGNATION -  40 B 12
 RD0643  PID         -  RD0643
 RD0643  STATE/COUNTY-  WA/CLARK
 RD0643  USGS QUAD   -  RIDGEFIELD (1990)
 RD0643
 RD0643                         *CURRENT SURVEY CONTROL
 RD0643  ___________________________________________________________________
 RD0643* NAD 83(1991)-  45 49 30.33773(N)    122 44 57.30441(W)     ADJUSTED  
 RD0643* NAVD 88     -        13.223  (meters)      43.38   (feet)  ADJUSTED  
 RD0643  ___________________________________________________________________
 RD0643  X           -  -2,408,519.689 (meters)                     COMP
 RD0643  Y           -  -3,744,570.796 (meters)                     COMP
 RD0643  Z           -   4,551,715.165 (meters)                     COMP
 RD0643  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 RD0643  ELLIP HEIGHT-          -8.88  (meters)          (12/09/91) GPS OBS
 RD0643  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 RD0643  DYNAMIC HT  -          13.223 (meters)      43.38  (feet)  COMP
 RD0643  MODELED GRAV-     980,642.2   (mgal)                       NAVD 88
 RD0643
 RD0643  HORZ ORDER  -  FIRST
 RD0643  VERT ORDER  -  FIRST     CLASS II
 RD0643  ELLP ORDER  -  FOURTH    CLASS I
 RD0643
 RD0643.The horizontal coordinates were established by GPS observations
 RD0643.and adjusted by the National Geodetic Survey in December 1991..
 RD0643
 RD0643.The orthometric height was determined by differential leveling
 RD0643.and adjusted by the National Geodetic Survey in June 1991..
 RD0643
 RD0643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD0643
 RD0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD0643
 RD0643.The ellipsoidal height was determined by GPS observations
 RD0643.and is referenced to NAD 83.
 RD0643
 RD0643.The geoid height was determined by GEOID03.
 RD0643
 RD0643.The dynamic height is computed by dividing the NAVD 88
 RD0643.geopotential number by the normal gravity value computed on the
 RD0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0643.degrees latitude (g = 980.6199 gals.).
 RD0643
 RD0643.The modeled gravity was interpolated from observed gravity values.
 RD0643
 RD0643;                    North         East     Units Scale Factor Converg.
 RD0643;SPC WA S     -    57,151.510   325,240.761   MT  1.00000188   -1 38 01.8
 RD0643;SPC WA S     -   187,504.58  1,067,060.73   sFT  1.00000188   -1 38 01.8
 RD0643;SPC OR N     -   242,287.126 2,325,246.929   MT  0.99996023   -1 35 42.5
 RD0643;SPC OR N     -   794,905.27  7,628,762.89   iFT  0.99996023   -1 35 42.5
 RD0643;UTM  10      - 5,074,645.082   519,477.143   MT  0.99960466   +0 10 47.4
 RD0643
 RD0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD0643!SPC WA S     -   1.00000139  x   1.00000188  =   1.00000327
 RD0643!SPC OR N     -   1.00000139  x   0.99996023  =   0.99996162
 RD0643!UTM  10      -   1.00000139  x   0.99960466  =   0.99960605
 RD0643
 RD0643                          SUPERSEDED SURVEY CONTROL
 RD0643
 RD0643  NAD 83(1991)-  45 49 30.33775(N)    122 44 57.30430(W) AD(       ) 1
 RD0643  ELLIP H (10/15/91)   -8.89   (m)                       GP(       ) 4 1
 RD0643  NAD 83(1986)-  45 49 30.35607(N)    122 44 57.31486(W) AD(       ) 1
 RD0643  NAD 27      -  45 49 30.94004(N)    122 44 52.97076(W) AD(       ) 1
 RD0643  NGVD 29 (??/??/92)   12.275  (m)           40.27   (f) ADJ UNCH    1 2
 RD0643
 RD0643.Superseded values are not recommended for survey control.
 RD0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0643.See file dsdata.txt to determine how the superseded data were derived.
 RD0643
 RD0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1947774645(NAD 83)
 RD0643_MARKER: DB = BENCH MARK DISK
 RD0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0643_SP_SET: FOUNDATION
 RD0643_STAMPING: 40 1914 B 12 39.856 FT.
 RD0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0643+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1987
 RD0643
 RD0643  HISTORY     - Date     Condition        Report By
 RD0643  HISTORY     - 1986     MONUMENTED       USGS
 RD0643  HISTORY     - 1945     GOOD             NGS
 RD0643  HISTORY     - 19871214 GOOD
 RD0643  HISTORY     - 20021017 GOOD             USPSQD
 RD0643  HISTORY     - 20050508 MARK NOT FOUND   USPSQD
 RD0643
 RD0643                          STATION DESCRIPTION
 RD0643
 RD0643'DESCRIBED BY US GEOLOGICAL SURVEY 1986 (DAW)
 RD0643'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) SOUTH OF WOODLAND,
 RD0643'8.1 KM (5 MI) NORTH OF SARA, 4.8 KM (3 MI) WEST OF INTERSTATE
 RD0643'HIGHWAY 5, AT THE SITE OF THE OLD RAILROAD WATER TANK AT RIDGEFIELD.
 RD0643'
 RD0643'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 RD0643'STATE HIGHWAY 501, THE RIDGEFIELD EXIT, GO WEST ON STATE HIGHWAY 501
 RD0643'FOR 4.83 KM (3.0 MI) TO A BLINKING CAUTION LIGHT AT THE
 RD0643'INTERSECTION OF PIONEER  AND MAIN STREETS.  TURN RIGHT AND GO NORTH
 RD0643'ON MAIN STREET FOR 0.16 KM (0.1 MI) TO THE POST OFFICE.  CONTINUE
 RD0643'NORTH ON MAIN STREET FOR 0.24 KM (0.15 MI) TO THE INTERSECTION OF
 RD0643'DIVISION STREET.  TURN LEFT AND GO WEST ON DIVISION STREET FOR
 RD0643'0.16 KM (0.1 MI) TO A RAIL ROAD CROSSING.  CROSS THE TRACKS AND
 RD0643'CONTINUE WEST FOR 0.08 KM (0.05 MI) TO THE OFFICE OF THE PACIFIC
 RD0643'WOOD TREATING COMPANY OFFICE.  TURN RIGHT AND GO NORTH THROUGH THE
 RD0643'YARD FOR 0.72 KM (0.45 MI) TO THE STATION ON THE RIGHT ON THE RAIL
 RD0643'ROAD RIGHT-OF-WAY.
 RD0643'
 RD0643'THE STATION MARK IS A STANDARD USGS BRONZE DISK STAMPED---
 RD0643'---39.856 FT Z 7 1914---SET IN A DRILL HOLE IN THE FOOTING OF THE
 RD0643'LONG GONE RAILROAD WATER TANK THAT IS FLUSH WITH THE GROUND
 RD0643'SURFACE.  IT IS 15.8 M (51.8 FT) SOUTH OF A GUY POLE SUPPORTING A
 RD0643'TELEPHONE POLE, 13.0 M (42.6 FT) SOUTHWEST OF THE WEST RAIL, 10.5 M
 RD0643'(34.5 FT) WEST OF A RAILROAD SIGN P-35 F-35, 4.6 M (15.1 FT)
 RD0643'NORTHWEST OF A TELEPHONE POLE AND 0.6 M (2 FT) WEST OF A WITNESS
 RD0643'POST.
 RD0643'
 RD0643'THIS STATION IS SUITEABLE FOR GPS OBSERVATIONS.
 RD0643'
 RD0643'DESCRIBED BY DA WEGENAST.
 RD0643
 RD0643                          STATION RECOVERY (1945)
 RD0643
 RD0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 RD0643'IN RIDGEFIELD.
 RD0643'AT RIDGEFIELD, CLARK COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 280 FEET
 RD0643'NORTH OF THE STATION, 225 FEET NORTH OF MILEPOST 122, AT A WATER TANK,
 RD0643'IN THE TOP OF THE CONCRETE FOUNDATION, 45 FEET WEST OF THE CENTER LINE
 RD0643'OF THE WEST DOUBLE TRACK, 5 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND
 RD0643'1.3 FEET ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RD0643'DISK, STAMPED 39.856 FT 40 1914 B 12.
 RD0643
 RD0643                          STATION RECOVERY (1987)
 RD0643
 RD0643'RECOVERED 1987
 RD0643'RECOVERED IN GOOD CONDITION.
 RD0643
 RD0643                          STATION RECOVERY (2002)
 RD0643
 RD0643'RECOVERY NOTE BY US POWER SQUADRON 2002 (AGS)
 RD0643'RECOVERED IN GOOD CONDITION.
 RD0643
 RD0643                          STATION RECOVERY (2005)
 RD0643
 RD0643'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD0643'3 OF 4 FOOTINGS FOR THE OLD WATER TANK FOUND. NO DRILL HOLES OR MARKS
 RD0643'LOCATED IN THESE FOOTINGS. IF THE 4TH FOTTING STILL EXISTS IT WOULD BE
 RD0643'BURIED UNDER 1 FT RR BEDDING ROCK AND 6 FT BACK UNDER BLACKBERRY
 RD0643'BUSHES. ALL TELEPHONE POLES IN THIS AREA HAVE BEEN REMOVED SO THE ONLY
 RD0643'USABLE DIMESION IS 225 FT NORTH OF MILEPOST 122 AND WEST OF DOUBLE
 RD0643'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4267 ***********************************************************************
 RD4267  DESIGNATION -  4000
 RD4267  PID         -  RD4267
 RD4267  STATE/COUNTY-  WA/CLARK
 RD4267  USGS QUAD   -  RIDGEFIELD (1990)
 RD4267
 RD4267                         *CURRENT SURVEY CONTROL
 RD4267  ___________________________________________________________________
 RD4267* NAD 83(1986)-  45 46 47.     (N)    122 37 48.     (W)     SCALED    
 RD4267* NAVD 88     -        85.373  (meters)     280.09   (feet)  ADJUSTED  
 RD4267  ___________________________________________________________________
 RD4267  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 RD4267  DYNAMIC HT  -          85.374 (meters)     280.10  (feet)  COMP
 RD4267  MODELED GRAV-     980,628.7   (mgal)                       NAVD 88
 RD4267
 RD4267  VERT ORDER  -  SECOND    CLASS II
 RD4267
 RD4267.The horizontal coordinates were scaled from a topographic map and have
 RD4267.an estimated accuracy of +/- 6 seconds.
 RD4267
 RD4267.The orthometric height was determined by differential leveling
 RD4267.and adjusted by the National Geodetic Survey in April 1995..
 RD4267
 RD4267.The geoid height was determined by GEOID03.
 RD4267
 RD4267.The dynamic height is computed by dividing the NAVD 88
 RD4267.geopotential number by the normal gravity value computed on the
 RD4267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4267.degrees latitude (g = 980.6199 gals.).
 RD4267
 RD4267.The modeled gravity was interpolated from observed gravity values.
 RD4267
 RD4267;                    North         East    Units  Estimated Accuracy
 RD4267;SPC WA S     -    51,850.      334,370.      MT  (+/- 180 meters Scaled)
 RD4267
 RD4267                          SUPERSEDED SURVEY CONTROL
 RD4267
 RD4267  NGVD 29 (03/17/92)   84.318  (m)          276.63   (f) ADJUSTED    2 2
 RD4267
 RD4267.Superseded values are not recommended for survey control.
 RD4267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4267.See file dsdata.txt to determine how the superseded data were derived.
 RD4267
 RD4267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER287696(NAD 83)
 RD4267_MARKER: DB = BENCH MARK DISK
 RD4267_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4267_SP_SET: PREFAB CONC. POST IN EARTH
 RD4267_STAMPING: 4000  1989
 RD4267_MARK LOGO: WA-011
 RD4267_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4267+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 RD4267
 RD4267  HISTORY     - Date     Condition        Report By
 RD4267  HISTORY     - 1989     MONUMENTED       WA-011
 RD4267  HISTORY     - 20040529 GOOD             USPSQD
 RD4267  HISTORY     - 20040604 GOOD             USPSQD
 RD4267  HISTORY     - 20060628 GOOD             USPSQD
 RD4267
 RD4267                          STATION DESCRIPTION
 RD4267
 RD4267'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4267'NORTH OF CITY OF VANCOUVER, ALONG SR 502, 6.448 KM (4.007 MI) WEST OF
 RD4267'INTERSECTION OF SR 503 AND SR 502 AT BATTLE GROUND, 35.5 FT (10.8 M)
 RD4267'NORTH OF CENTERLINE OF NE 219TH STREET, 4.2 FT (1.3 M) NORTH OF
 RD4267'BARRICADE WALL, 19.6 FT (6.0 M) SOUTHEAST OF EASTERLY LEG OF BPA
 RD4267'TOWER MARKED  LINE 1  MILE 9  TOWER 3, 24.9 FT (7.6 M) EAST OF SOUTH
 RD4267'LEG OF SAME TOWER, SET 2 INCH DOMED BRASS DISK IN IRON PIPE IN
 RD4267'CONCRETE MONUMENT. SET STEEL FENCE POST AND SIGN BY MONUMENT.
 RD4267
 RD4267                          STATION RECOVERY (2004)
 RD4267
 RD4267'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 RD4267'RECOVERED AS DESCRIBED.
 RD4267
 RD4267                          STATION RECOVERY (2004)
 RD4267
 RD4267'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD4267'RECOVERED IN GOOD CONDITION.
 RD4267
 RD4267                          STATION RECOVERY (2006)
 RD4267
 RD4267'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0768 ***********************************************************************
 SA0768  DESIGNATION -  401
 SA0768  PID         -  SA0768
 SA0768  STATE/COUNTY-  WA/BENTON
 SA0768  USGS QUAD   -  LOCKE ISLAND (1986)
 SA0768
 SA0768                         *CURRENT SURVEY CONTROL
 SA0768  ___________________________________________________________________
 SA0768* NAD 83(1986)-  46 39 34.     (N)    119 28 51.     (W)     SCALED    
 SA0768* NAVD 88     -       123.746  (meters)     405.99   (feet)  ADJUSTED  
 SA0768  ___________________________________________________________________
 SA0768  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SA0768  DYNAMIC HT  -         123.756 (meters)     406.02  (feet)  COMP
 SA0768  MODELED GRAV-     980,686.0   (mgal)                       NAVD 88
 SA0768
 SA0768  VERT ORDER  -  SECOND    CLASS 0
 SA0768
 SA0768.The horizontal coordinates were scaled from a topographic map and have
 SA0768.an estimated accuracy of +/- 6 seconds.
 SA0768
 SA0768.The orthometric height was determined by differential leveling
 SA0768.and adjusted by the National Geodetic Survey in June 1991..
 SA0768
 SA0768.The geoid height was determined by GEOID03.
 SA0768
 SA0768.The dynamic height is computed by dividing the NAVD 88
 SA0768.geopotential number by the normal gravity value computed on the
 SA0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0768.degrees latitude (g = 980.6199 gals.).
 SA0768
 SA0768.The modeled gravity was interpolated from observed gravity values.
 SA0768
 SA0768;                    North         East    Units  Estimated Accuracy
 SA0768;SPC WA S     -   147,900.      578,000.      MT  (+/- 180 meters Scaled)
 SA0768
 SA0768                          SUPERSEDED SURVEY CONTROL
 SA0768
 SA0768  NGVD 29 (??/??/92)  122.688  (m)          402.52   (f) ADJ UNCH    2 0
 SA0768
 SA0768.Superseded values are not recommended for survey control.
 SA0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0768.See file dsdata.txt to determine how the superseded data were derived.
 SA0768
 SA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM102703(NAD 83)
 SA0768_MARKER: DD = SURVEY DISK
 SA0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0768+STABILITY: SURFACE MOTION
 SA0768
 SA0768  HISTORY     - Date     Condition        Report By
 SA0768  HISTORY     - UNK      MONUMENTED       AEC
 SA0768  HISTORY     - 1949     GOOD             NGS
 SA0768
 SA0768                          STATION DESCRIPTION
 SA0768
 SA0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA0768'IN WHITE BLUFFS.
 SA0768'AT WHITE BLUFFS, 0.1 MILE SOUTH ALONG FEDERAL AVENUE FROM THE CHICAGO,
 SA0768'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 215 FEET SOUTHWEST
 SA0768'OF THE CENTER OF THE INTERSECTION OF FEDERAL AVENUE AND ATKINSON
 SA0768'AVENUE, 64 1/2 FEET NORTHEAST OF POWER POLE 939/54, 21 FEET SOUTHEAST
 SA0768'OF THE CENTER LINE OF FEDERAL AVENUE, AND SET IN THE TOP OF A CONCRETE
 SA0768'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0769 ***********************************************************************
 SA0769  DESIGNATION -  404
 SA0769  PID         -  SA0769
 SA0769  STATE/COUNTY-  WA/BENTON
 SA0769  USGS QUAD   -  LOCKE ISLAND (1986)
 SA0769
 SA0769                         *CURRENT SURVEY CONTROL
 SA0769  ___________________________________________________________________
 SA0769* NAD 83(1986)-  46 39 20.     (N)    119 29 11.     (W)     SCALED    
 SA0769* NAVD 88     -       124.438  (meters)     408.26   (feet)  ADJUSTED  
 SA0769  ___________________________________________________________________
 SA0769  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 SA0769  DYNAMIC HT  -         124.448 (meters)     408.29  (feet)  COMP
 SA0769  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 SA0769
 SA0769  VERT ORDER  -  SECOND    CLASS 0
 SA0769
 SA0769.The horizontal coordinates were scaled from a topographic map and have
 SA0769.an estimated accuracy of +/- 6 seconds.
 SA0769
 SA0769.The orthometric height was determined by differential leveling
 SA0769.and adjusted by the National Geodetic Survey in June 1991..
 SA0769
 SA0769.The geoid height was determined by GEOID03.
 SA0769
 SA0769.The dynamic height is computed by dividing the NAVD 88
 SA0769.geopotential number by the normal gravity value computed on the
 SA0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0769.degrees latitude (g = 980.6199 gals.).
 SA0769
 SA0769.The modeled gravity was interpolated from observed gravity values.
 SA0769
 SA0769;                    North         East    Units  Estimated Accuracy
 SA0769;SPC WA S     -   147,460.      577,580.      MT  (+/- 180 meters Scaled)
 SA0769
 SA0769                          SUPERSEDED SURVEY CONTROL
 SA0769
 SA0769  NGVD 29 (??/??/92)  123.380  (m)          404.79   (f) ADJ UNCH    2 0
 SA0769
 SA0769.Superseded values are not recommended for survey control.
 SA0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0769.See file dsdata.txt to determine how the superseded data were derived.
 SA0769
 SA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM097698(NAD 83)
 SA0769_MARKER: DD = SURVEY DISK
 SA0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0769+STABILITY: SURFACE MOTION
 SA0769
 SA0769  HISTORY     - Date     Condition        Report By
 SA0769  HISTORY     - UNK      MONUMENTED       AEC
 SA0769  HISTORY     - 1949     GOOD             NGS
 SA0769
 SA0769                          STATION DESCRIPTION
 SA0769
 SA0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA0769'0.5 MI S FROM WHITE BLUFFS.
 SA0769'0.5 MILE SOUTH ALONG FEDERAL AVENUE FROM THE CHICAGO, MILWAUKEE, ST.
 SA0769'PAUL AND PACIFIC RAILROAD STATION AT WHITE BLUFFS, ON THE NORTH SIDE
 SA0769'OF A SMALL HILL, 230 FEET EAST OF THE CENTER LINE OF THE AVENUE, 63
 SA0769'1/2 FEET WEST OF POWER POLE 1235, ABOUT 5 FEET HIGHER THAN THE AVENUE,
 SA0769'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 SA0769'GROUND, AND INCLOSED BY A BOARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1460 ***********************************************************************
 SA1460  DESIGNATION -  405
 SA1460  PID         -  SA1460
 SA1460  STATE/COUNTY-  WA/BENTON
 SA1460  USGS QUAD   -  LOCKE ISLAND (1986)
 SA1460
 SA1460                         *CURRENT SURVEY CONTROL
 SA1460  ___________________________________________________________________
 SA1460* NAD 83(1986)-  46 39 40.     (N)    119 28 56.     (W)     SCALED    
 SA1460* NAVD 88     -       124.391  (meters)     408.11   (feet)  POSTED    
 SA1460  ___________________________________________________________________
 SA1460  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SA1460  DYNAMIC HT  -         124.400 (meters)     408.14  (feet)  COMP
 SA1460  MODELED GRAV-     980,686.2   (mgal)                       NAVD 88
 SA1460
 SA1460  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 SA1460
 SA1460.The horizontal coordinates were scaled from a topographic map and have
 SA1460.an estimated accuracy of +/- 6 seconds.
 SA1460
 SA1460.The orthometric height was determined by differential leveling
 SA1460.and adjusted by the National Geodetic Survey in 1992..
 SA1460.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 SA1460.rate of 4.1 thru 8.0 mm/km.
 SA1460
 SA1460.The geoid height was determined by GEOID03.
 SA1460
 SA1460.The dynamic height is computed by dividing the NAVD 88
 SA1460.geopotential number by the normal gravity value computed on the
 SA1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1460.degrees latitude (g = 980.6199 gals.).
 SA1460
 SA1460.The modeled gravity was interpolated from observed gravity values.
 SA1460
 SA1460;                    North         East    Units  Estimated Accuracy
 SA1460;SPC WA S     -   148,090.      577,890.      MT  (+/- 180 meters Scaled)
 SA1460
 SA1460                          SUPERSEDED SURVEY CONTROL
 SA1460
 SA1460  NGVD 29 (??/??/92)  123.29   (m)          404.5    (f) COMPUTED    2 0
 SA1460
 SA1460.Superseded values are not recommended for survey control.
 SA1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1460.See file dsdata.txt to determine how the superseded data were derived.
 SA1460
 SA1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM101704(NAD 83)
 SA1460_MARKER: P = PIPE CAP
 SA1460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1460_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1460_STAMPING: 405 1922
 SA1460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1460
 SA1460  HISTORY     - Date     Condition        Report By
 SA1460  HISTORY     - 1922     MONUMENTED       USGS
 SA1460
 SA1460                          STATION DESCRIPTION
 SA1460
 SA1460'DESCRIBED BY US GEOLOGICAL SURVEY 1922
 SA1460'IN WHITE BLUFFS.
 SA1460'AT WHITE BLUFFS, BENTON COUNTY, 7 RAILS OR APPROXIMATELY 77 YARDS
 SA1460'SOUTHEAST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 SA1460'STATION, IN THE SOUTHEAST CORNER OF THE STATION LAWN, 1-3/4 RAILS
 SA1460'NORTHWEST OF A PUBLIC-ROAD CROSSING, AND 11 FEET NORTHEAST OF THE
 SA1460'TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED 405 1922 AND
 SA1460'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0400 ***********************************************************************
 SA0400  DESIGNATION -  407
 SA0400  PID         -  SA0400
 SA0400  STATE/COUNTY-  WA/WALLA WALLA
 SA0400  USGS QUAD   -  LEVEY (1991)
 SA0400
 SA0400                         *CURRENT SURVEY CONTROL
 SA0400  ___________________________________________________________________
 SA0400* NAD 83(1986)-  46 19 23.     (N)    118 45 40.     (W)     SCALED    
 SA0400* NAVD 88     -       124.755  (meters)     409.30   (feet)  ADJUSTED  
 SA0400  ___________________________________________________________________
 SA0400  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 SA0400  DYNAMIC HT  -         124.754 (meters)     409.30  (feet)  COMP
 SA0400  MODELED GRAV-     980,611.3   (mgal)                       NAVD 88
 SA0400
 SA0400  VERT ORDER  -  SECOND    CLASS 0
 SA0400
 SA0400.The horizontal coordinates were scaled from a topographic map and have
 SA0400.an estimated accuracy of +/- 6 seconds.
 SA0400
 SA0400.The orthometric height was determined by differential leveling
 SA0400.and adjusted by the National Geodetic Survey in June 1991..
 SA0400
 SA0400.The geoid height was determined by GEOID03.
 SA0400
 SA0400.The dynamic height is computed by dividing the NAVD 88
 SA0400.geopotential number by the normal gravity value computed on the
 SA0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0400.degrees latitude (g = 980.6199 gals.).
 SA0400
 SA0400.The modeled gravity was interpolated from observed gravity values.
 SA0400
 SA0400;                    North         East    Units  Estimated Accuracy
 SA0400;SPC WA S     -   111,480.      633,890.      MT  (+/- 180 meters Scaled)
 SA0400
 SA0400                          SUPERSEDED SURVEY CONTROL
 SA0400
 SA0400  NGVD 29 (??/??/92)  123.739  (m)          405.97   (f) ADJ UNCH    2 0
 SA0400
 SA0400.Superseded values are not recommended for survey control.
 SA0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0400.See file dsdata.txt to determine how the superseded data were derived.
 SA0400
 SA0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM644314(NAD 83)
 SA0400_MARKER: DD = SURVEY DISK
 SA0400_SETTING: 0 = UNSPECIFIED SETTING
 SA0400_STAMPING: 407 WASH. 1915
 SA0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0400
 SA0400  HISTORY     - Date     Condition        Report By
 SA0400  HISTORY     - 1915     MONUMENTED       USGS
 SA0400  HISTORY     - 1934     GOOD             NGS
 SA0400  HISTORY     - 1961     MARK NOT FOUND   NGS
 SA0400  HISTORY     - 1980     MARK NOT FOUND   NGS
 SA0400
 SA0400                          STATION DESCRIPTION
 SA0400
 SA0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SA0400'IN PAGE.
 SA0400'ALONG THE RIGHT OF WAY OF THE UNION PACIFIC RAILROAD.  180 FEET SOUTH
 SA0400'EAST OF THE RR. STATION, 68 FEET SOUTH OF THE MAIN TRACK, 44 FEET
 SA0400'NORTH OF GATE IN RIGHT OF WAY FENCE, 6 FEET EAST OF RIGHT OF WAY
 SA0400'FENCE.
 SA0400
 SA0400                          STATION RECOVERY (1961)
 SA0400
 SA0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SA0400'MARK NOT FOUND.
 SA0400
 SA0400                          STATION RECOVERY (1980)
 SA0400
 SA0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SA0400'THE RAIL ROAD STATION HAS BEEN REMOVED AND THE AREA HAS BEEN
 SA0400'COMPLETED CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0767 ***********************************************************************
 SA0767  DESIGNATION -  407
 SA0767  PID         -  SA0767
 SA0767  STATE/COUNTY-  WA/BENTON
 SA0767  USGS QUAD   -  LOCKE ISLAND (1986)
 SA0767
 SA0767                         *CURRENT SURVEY CONTROL
 SA0767  ___________________________________________________________________
 SA0767* NAD 83(1986)-  46 39 40.     (N)    119 28 57.     (W)     SCALED    
 SA0767* NAVD 88     -       125.302  (meters)     411.10   (feet)  ADJUSTED  
 SA0767  ___________________________________________________________________
 SA0767  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SA0767  DYNAMIC HT  -         125.312 (meters)     411.13  (feet)  COMP
 SA0767  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 SA0767
 SA0767  VERT ORDER  -  SECOND    CLASS 0
 SA0767
 SA0767.The horizontal coordinates were scaled from a topographic map and have
 SA0767.an estimated accuracy of +/- 6 seconds.
 SA0767
 SA0767.The orthometric height was determined by differential leveling
 SA0767.and adjusted by the National Geodetic Survey in June 1991..
 SA0767
 SA0767.The geoid height was determined by GEOID03.
 SA0767
 SA0767.The dynamic height is computed by dividing the NAVD 88
 SA0767.geopotential number by the normal gravity value computed on the
 SA0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0767.degrees latitude (g = 980.6199 gals.).
 SA0767
 SA0767.The modeled gravity was interpolated from observed gravity values.
 SA0767
 SA0767;                    North         East    Units  Estimated Accuracy
 SA0767;SPC WA S     -   148,090.      577,870.      MT  (+/- 180 meters Scaled)
 SA0767
 SA0767                          SUPERSEDED SURVEY CONTROL
 SA0767
 SA0767  NGVD 29 (??/??/92)  124.243  (m)          407.62   (f) ADJ UNCH    2 0
 SA0767
 SA0767.Superseded values are not recommended for survey control.
 SA0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0767.See file dsdata.txt to determine how the superseded data were derived.
 SA0767
 SA0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM100704(NAD 83)
 SA0767_MARKER: DD = SURVEY DISK
 SA0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0767+STABILITY: SURFACE MOTION
 SA0767
 SA0767  HISTORY     - Date     Condition        Report By
 SA0767  HISTORY     - UNK      MONUMENTED       AEC
 SA0767  HISTORY     - 1949     GOOD             NGS
 SA0767  HISTORY     - 1965     GOOD             USGS
 SA0767
 SA0767                          STATION DESCRIPTION
 SA0767
 SA0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA0767'IN WHITE BLUFFS.
 SA0767'AT WHITE BLUFFS, 7 1/2 RAILS WEST OF THE SOUTHWEST CORNER OF THE
 SA0767'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 23.7 FEET
 SA0767'SOUTH OF A HAND SWITCH, 16.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF A
 SA0767'SIDE TRACK, 9.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 SA0767'TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 SA0767'GROUND, AND INCLOSED BY A BOARD FENCE.
 SA0767
 SA0767                          STATION RECOVERY (1965)
 SA0767
 SA0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0766 ***********************************************************************
 SA0766  DESIGNATION -  407.90
 SA0766  PID         -  SA0766
 SA0766  STATE/COUNTY-  WA/BENTON
 SA0766  USGS QUAD   -  LOCKE ISLAND (1986)
 SA0766
 SA0766                         *CURRENT SURVEY CONTROL
 SA0766  ___________________________________________________________________
 SA0766* NAD 83(1986)-  46 39 45.     (N)    119 29 06.     (W)     SCALED    
 SA0766* NAVD 88     -       125.576  (meters)     411.99   (feet)  ADJUSTED  
 SA0766  ___________________________________________________________________
 SA0766  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SA0766  DYNAMIC HT  -         125.586 (meters)     412.03  (feet)  COMP
 SA0766  MODELED GRAV-     980,686.7   (mgal)                       NAVD 88
 SA0766
 SA0766  VERT ORDER  -  SECOND    CLASS 0
 SA0766
 SA0766.The horizontal coordinates were scaled from a topographic map and have
 SA0766.an estimated accuracy of +/- 6 seconds.
 SA0766
 SA0766.The orthometric height was determined by differential leveling
 SA0766.and adjusted by the National Geodetic Survey in June 1991..
 SA0766
 SA0766.The geoid height was determined by GEOID03.
 SA0766
 SA0766.The dynamic height is computed by dividing the NAVD 88
 SA0766.geopotential number by the normal gravity value computed on the
 SA0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0766.degrees latitude (g = 980.6199 gals.).
 SA0766
 SA0766.The modeled gravity was interpolated from observed gravity values.
 SA0766
 SA0766;                    North         East    Units  Estimated Accuracy
 SA0766;SPC WA S     -   148,240.      577,670.      MT  (+/- 180 meters Scaled)
 SA0766
 SA0766                          SUPERSEDED SURVEY CONTROL
 SA0766
 SA0766  NGVD 29 (??/??/92)  124.517  (m)          408.52   (f) ADJ UNCH    2 0
 SA0766
 SA0766.Superseded values are not recommended for survey control.
 SA0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0766.See file dsdata.txt to determine how the superseded data were derived.
 SA0766
 SA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM098706(NAD 83)
 SA0766_MARKER: DD = SURVEY DISK
 SA0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0766+STABILITY: SURFACE MOTION
 SA0766
 SA0766  HISTORY     - Date     Condition        Report By
 SA0766  HISTORY     - UNK      MONUMENTED       AEC
 SA0766  HISTORY     - 1949     GOOD             NGS
 SA0766
 SA0766                          STATION DESCRIPTION
 SA0766
 SA0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA0766'0.2 MI NW FROM WHITE BLUFFS.
 SA0766'0.2 MILE NORTHWEST ALONG THE A.E.C. RAILROAD FROM THE CHICAGO,
 SA0766'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WHITE BLUFFS, 54
 SA0766'FEET WEST OF THE WEST CORNER OF A RAILROAD TOOL HOUSE, 30 1/2 FEET
 SA0766'SOUTHWEST OF THE SOUTHEAST ONE OF THREE LOCUST TREES, 10.0 FEET
 SA0766'SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT LEVEL WITH THE TRACK, SET IN
 SA0766'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND, AND
 SA0766'INCLOSED BY A BOARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1716 ***********************************************************************
 SA1716  DESIGNATION -  408
 SA1716  PID         -  SA1716
 SA1716  STATE/COUNTY-  WA/BENTON
 SA1716  USGS QUAD   -  LOCKE ISLAND (1986)
 SA1716
 SA1716                         *CURRENT SURVEY CONTROL
 SA1716  ___________________________________________________________________
 SA1716* NAD 83(1986)-  46 39 26.     (N)    119 29 01.     (W)     SCALED    
 SA1716* NAVD 88     -       125.627  (meters)     412.16   (feet)  ADJUSTED  
 SA1716  ___________________________________________________________________
 SA1716  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 SA1716  DYNAMIC HT  -         125.636 (meters)     412.19  (feet)  COMP
 SA1716  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 SA1716
 SA1716  VERT ORDER  -  SECOND    CLASS 0
 SA1716
 SA1716.The horizontal coordinates were scaled from a topographic map and have
 SA1716.an estimated accuracy of +/- 6 seconds.
 SA1716
 SA1716.The orthometric height was determined by differential leveling
 SA1716.and adjusted by the National Geodetic Survey in June 1991..
 SA1716
 SA1716.The geoid height was determined by GEOID03.
 SA1716
 SA1716.The dynamic height is computed by dividing the NAVD 88
 SA1716.geopotential number by the normal gravity value computed on the
 SA1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1716.degrees latitude (g = 980.6199 gals.).
 SA1716
 SA1716.The modeled gravity was interpolated from observed gravity values.
 SA1716
 SA1716;                    North         East    Units  Estimated Accuracy
 SA1716;SPC WA S     -   147,650.      577,790.      MT  (+/- 180 meters Scaled)
 SA1716
 SA1716                          SUPERSEDED SURVEY CONTROL
 SA1716
 SA1716  NGVD 29 (??/??/92)  124.568  (m)          408.69   (f) ADJ UNCH    2 0
 SA1716
 SA1716.Superseded values are not recommended for survey control.
 SA1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1716.See file dsdata.txt to determine how the superseded data were derived.
 SA1716
 SA1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM099700(NAD 83)
 SA1716_MARKER: DD = SURVEY DISK
 SA1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1716+STABILITY: SURFACE MOTION
 SA1716
 SA1716  HISTORY     - Date     Condition        Report By
 SA1716  HISTORY     - UNK      MONUMENTED       AEC
 SA1716  HISTORY     - 1949     GOOD             NGS
 SA1716
 SA1716                          STATION DESCRIPTION
 SA1716
 SA1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1716'0.3 MI S FROM WHITE BLUFFS.
 SA1716'0.3 MILE SOUTH ALONG FEDERAL AVENUE FROM THE CHICAGO, MILWAUKEE, ST.
 SA1716'PAUL AND PACIFIC RAILROAD STATION AT WHITE BLUFFS, 114.5 FEET SOUTH OF
 SA1716'POWER POLE 939-51, 66 FEET EAST OF THE CENTER LINE OF THE ROAD, 57.3
 SA1716'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FENCE AROUND SUB-STATION B
 SA1716'7 S 10-100 AREA CENTRAL SHOPS, SURROUNDED BY A BOARD FENCE, ABOUT 3
 SA1716'FEET BELOW THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SA1716'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0765 ***********************************************************************
 SA0765  DESIGNATION -  408.37
 SA0765  PID         -  SA0765
 SA0765  STATE/COUNTY-  WA/BENTON
 SA0765  USGS QUAD   -  LOCKE ISLAND (1986)
 SA0765
 SA0765                         *CURRENT SURVEY CONTROL
 SA0765  ___________________________________________________________________
 SA0765* NAD 83(1986)-  46 39 49.     (N)    119 29 11.     (W)     SCALED    
 SA0765* NAVD 88     -       125.719  (meters)     412.46   (feet)  ADJUSTED  
 SA0765  ___________________________________________________________________
 SA0765  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SA0765  DYNAMIC HT  -         125.728 (meters)     412.49  (feet)  COMP
 SA0765  MODELED GRAV-     980,686.9   (mgal)                       NAVD 88
 SA0765
 SA0765  VERT ORDER  -  SECOND    CLASS 0
 SA0765
 SA0765.The horizontal coordinates were scaled from a topographic map and have
 SA0765.an estimated accuracy of +/- 6 seconds.
 SA0765
 SA0765.The orthometric height was determined by differential leveling
 SA0765.and adjusted by the National Geodetic Survey in June 1991..
 SA0765
 SA0765.The geoid height was determined by GEOID03.
 SA0765
 SA0765.The dynamic height is computed by dividing the NAVD 88
 SA0765.geopotential number by the normal gravity value computed on the
 SA0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0765.degrees latitude (g = 980.6199 gals.).
 SA0765
 SA0765.The modeled gravity was interpolated from observed gravity values.
 SA0765
 SA0765;                    North         East    Units  Estimated Accuracy
 SA0765;SPC WA S     -   148,360.      577,570.      MT  (+/- 180 meters Scaled)
 SA0765
 SA0765                          SUPERSEDED SURVEY CONTROL
 SA0765
 SA0765  NGVD 29 (??/??/92)  124.660  (m)          408.99   (f) ADJ UNCH    2 0
 SA0765
 SA0765.Superseded values are not recommended for survey control.
 SA0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0765.See file dsdata.txt to determine how the superseded data were derived.
 SA0765
 SA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM097707(NAD 83)
 SA0765_MARKER: DD = SURVEY DISK
 SA0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0765+STABILITY: SURFACE MOTION
 SA0765
 SA0765  HISTORY     - Date     Condition        Report By
 SA0765  HISTORY     - UNK      MONUMENTED       AEC
 SA0765  HISTORY     - 1949     GOOD             NGS
 SA0765
 SA0765                          STATION DESCRIPTION
 SA0765
 SA0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA0765'0.3 MI NW FROM WHITE BLUFFS.
 SA0765'0.3 MILE NORTHWEST ALONG THE A.E.C. RAILROAD FROM THE CHICAGO,
 SA0765'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WHITE BLUFFS, 12
 SA0765'1/2 RAILS NORTHWEST OF THE JUNCTION OF AN A.E.C. TRACK LEADING NORTH,
 SA0765'10.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 1 FOOT LOWER THAN THE
 SA0765'TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 SA0765'GROUND, AND INCLOSED BY A BOARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0632 ***********************************************************************
 RD0632  DESIGNATION -  41 B 14
 RD0632  PID         -  RD0632
 RD0632  STATE/COUNTY-  WA/CLARK
 RD0632  USGS QUAD   -  VANCOUVER (1990)
 RD0632
 RD0632                         *CURRENT SURVEY CONTROL
 RD0632  ___________________________________________________________________
 RD0632* NAD 83(1986)-  45 43 58.     (N)    122 44 04.     (W)     SCALED    
 RD0632* NAVD 88     -        13.444  (meters)      44.11   (feet)  ADJUSTED  
 RD0632  ___________________________________________________________________
 RD0632  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 RD0632  DYNAMIC HT  -          13.444 (meters)      44.11  (feet)  COMP
 RD0632  MODELED GRAV-     980,630.7   (mgal)                       NAVD 88
 RD0632
 RD0632  VERT ORDER  -  FIRST     CLASS II
 RD0632
 RD0632.The horizontal coordinates were scaled from a topographic map and have
 RD0632.an estimated accuracy of +/- 6 seconds.
 RD0632
 RD0632.The orthometric height was determined by differential leveling
 RD0632.and adjusted by the National Geodetic Survey in June 1991..
 RD0632
 RD0632.The geoid height was determined by GEOID03.
 RD0632
 RD0632.The dynamic height is computed by dividing the NAVD 88
 RD0632.geopotential number by the normal gravity value computed on the
 RD0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0632.degrees latitude (g = 980.6199 gals.).
 RD0632
 RD0632.The modeled gravity was interpolated from observed gravity values.
 RD0632
 RD0632;                    North         East    Units  Estimated Accuracy
 RD0632;SPC WA S     -    46,860.      326,100.      MT  (+/- 180 meters Scaled)
 RD0632
 RD0632                          SUPERSEDED SURVEY CONTROL
 RD0632
 RD0632  NGVD 29 (??/??/92)   12.48   (m)           40.9    (f) COMPUTED    1 2
 RD0632
 RD0632.Superseded values are not recommended for survey control.
 RD0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0632.See file dsdata.txt to determine how the superseded data were derived.
 RD0632
 RD0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER206643(NAD 83)
 RD0632_MARKER: DD = SURVEY DISK
 RD0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0632_SP_SET: TANGENT
 RD0632_STAMPING: 1914 41 B 14
 RD0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0632
 RD0632  HISTORY     - Date     Condition        Report By
 RD0632  HISTORY     - 1914     MONUMENTED       USGS
 RD0632  HISTORY     - 1935     GOOD             NGS
 RD0632  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RD0632  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 RD0632
 RD0632                          STATION DESCRIPTION
 RD0632
 RD0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0632'6.5 MI S FROM RIDGEFIELD.
 RD0632'ABOUT 6 1/2 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RD0632'RIDGEFIELD, CLARK COUNTY, ON A TANGENT, 7 1/2 FEET SOUTHWEST OF THE
 RD0632'CENTER OF THE WEST DOUBLE TRACK, AND IN THE TOP OF THE SOUTHWEST END
 RD0632'OF THE SOUTHEAST CONCRETE ABUTMENT OF THE STEEL PLATE GIRDER BRIDGE
 RD0632'NO. 128 OVER SALMON CREEK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RD0632'DISK, STAMPED 1914 41 B 14, AND SET 10 INCHES BELOW THE TRACK LEVEL.
 RD0632
 RD0632                          STATION RECOVERY (1990)
 RD0632
 RD0632'RECOVERY NOTE BY US POWER SQUADRON 1990 (EF)
 RD0632'MARK NOT FOUND.
 RD0632
 RD0632                          STATION RECOVERY (2004)
 RD0632
 RD0632'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0271 ***********************************************************************
 TR0271  DESIGNATION -  41 RS
 TR0271  PID         -  TR0271
 TR0271  STATE/COUNTY-  WA/ISLAND
 TR0271  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0271
 TR0271                         *CURRENT SURVEY CONTROL
 TR0271  ___________________________________________________________________
 TR0271* NAD 83(1986)-  48 27 49.     (N)    122 34 55.     (W)     SCALED    
 TR0271* NAVD 88     -        10.262  (meters)      33.67   (feet)  ADJUSTED  
 TR0271  ___________________________________________________________________
 TR0271  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 TR0271  DYNAMIC HT  -          10.265 (meters)      33.68  (feet)  COMP
 TR0271  MODELED GRAV-     980,876.1   (mgal)                       NAVD 88
 TR0271
 TR0271  VERT ORDER  -  FIRST     CLASS II
 TR0271
 TR0271.The horizontal coordinates were scaled from a topographic map and have
 TR0271.an estimated accuracy of +/- 6 seconds.
 TR0271
 TR0271.The orthometric height was determined by differential leveling
 TR0271.and adjusted by the National Geodetic Survey in June 1991..
 TR0271
 TR0271.The geoid height was determined by GEOID03.
 TR0271
 TR0271.The dynamic height is computed by dividing the NAVD 88
 TR0271.geopotential number by the normal gravity value computed on the
 TR0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0271.degrees latitude (g = 980.6199 gals.).
 TR0271
 TR0271.The modeled gravity was interpolated from observed gravity values.
 TR0271
 TR0271;                    North         East    Units  Estimated Accuracy
 TR0271;SPC WA N     -   164,200.      370,700.      MT  (+/- 180 meters Scaled)
 TR0271
 TR0271                          SUPERSEDED SURVEY CONTROL
 TR0271
 TR0271  NGVD 29 (??/??/92)    9.108  (m)           29.88   (f) ADJ UNCH    1 2
 TR0271
 TR0271.Superseded values are not recommended for survey control.
 TR0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0271.See file dsdata.txt to determine how the superseded data were derived.
 TR0271
 TR0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU309679(NAD 83)
 TR0271_MARKER: DD = SURVEY DISK
 TR0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0271+STABILITY: SURFACE MOTION
 TR0271
 TR0271  HISTORY     - Date     Condition        Report By
 TR0271  HISTORY     - UNK      MONUMENTED       USGS
 TR0271  HISTORY     - 1962     MARK NOT FOUND   NGS
 TR0271
 TR0271                          STATION DESCRIPTION
 TR0271
 TR0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TR0271'4.6 MI SE FROM ANACORTES.
 TR0271'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 TR0271'ANACORTES, AT THE JUNCTION OF STATE HIGHWAY 1D, 28 1/2 FEET NORTH OF
 TR0271'THE CENTER LINE OF HIGHWAY 1, 17.2 FEET SOUTHEAST OF A 2 1/2-FOOT
 TR0271'STUMP, 5.5 FEET WEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A
 TR0271'BILL BOARD, 2.2 FEET WEST OF A WITNESS POST, 1 FOOT EAST OF THE
 TR0271'PROLONGATION OF THE CENTER LINE OF HIGHWAY 1D, ABOUT 7 FEET HIGHER
 TR0271'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TR0271'GROUND.  NOTE-- THERE HAS BEEN A NEW INTERSECTION BUILT AND THE GROUND
 TR0271'TO THE NORTH IS BEING CUT DOWN TO THE ROAD LEVEL.  IT HAS ALREADY BEEN
 TR0271'LEVELED FOR ABOUT 40 YARDS NORTH OF THE OLD ROAD AND SINCE THE MARK
 TR0271'WAS 28 1/2 FEET NORTH OF THE CENTER AND 7 FEET HIGHER THAN THE
 TR0271'HIGHWAY, IT NO DOUBT HAS BEEN DESTROYED.  NO TRACE OF THE DISK OR
 TR0271'CONCRETE POST WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0264 ***********************************************************************
 SY0264  DESIGNATION -  41 SK
 SY0264  PID         -  SY0264
 SY0264  STATE/COUNTY-  WA/KING
 SY0264  USGS QUAD   -  POVERTY BAY (1994)
 SY0264
 SY0264                         *CURRENT SURVEY CONTROL
 SY0264  ___________________________________________________________________
 SY0264* NAD 83(1986)-  47 34 03.     (N)    122 19 41.     (W)     SCALED    
 SY0264* NAVD 88     -         6.390  (meters)      20.96   (feet)  ADJUSTED  
 SY0264  ___________________________________________________________________
 SY0264  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SY0264  DYNAMIC HT  -           6.391 (meters)      20.97  (feet)  COMP
 SY0264  MODELED GRAV-     980,725.8   (mgal)                       NAVD 88
 SY0264
 SY0264  VERT ORDER  -  FIRST     CLASS II
 SY0264
 SY0264.The horizontal coordinates were scaled from a topographic map and have
 SY0264.an estimated accuracy of +/- 6 seconds.
 SY0264
 SY0264.The orthometric height was determined by differential leveling
 SY0264.and adjusted by the National Geodetic Survey in June 1991..
 SY0264
 SY0264.The geoid height was determined by GEOID03.
 SY0264
 SY0264.The dynamic height is computed by dividing the NAVD 88
 SY0264.geopotential number by the normal gravity value computed on the
 SY0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0264.degrees latitude (g = 980.6199 gals.).
 SY0264
 SY0264.The modeled gravity was interpolated from observed gravity values.
 SY0264
 SY0264;                    North         East    Units  Estimated Accuracy
 SY0264;SPC WA N     -    64,190.      387,540.      MT  (+/- 180 meters Scaled)
 SY0264
 SY0264                          SUPERSEDED SURVEY CONTROL
 SY0264
 SY0264  NGVD 29 (??/??/??)    5.301  (m)           17.39   (f) ADJUSTED    1 2
 SY0264
 SY0264.Superseded values are not recommended for survey control.
 SY0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0264.See file dsdata.txt to determine how the superseded data were derived.
 SY0264
 SY0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET505684(NAD 83)
 SY0264_MARKER: DD = SURVEY DISK
 SY0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0264_SP_SET: BASE
 SY0264_STAMPING: 41 S K
 SY0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0264+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 SY0264
 SY0264  HISTORY     - Date     Condition        Report By
 SY0264  HISTORY     - UNK      MONUMENTED       WA-033
 SY0264  HISTORY     - 1965     GOOD             CGS
 SY0264  HISTORY     - 1975     GOOD             NGS
 SY0264  HISTORY     - 1984     GOOD             USPSQD
 SY0264  HISTORY     - 20060726 GOOD             USPSQD
 SY0264
 SY0264                          STATION DESCRIPTION
 SY0264
 SY0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0264'IN SEATTLE.
 SY0264'AT SEATTLE, 2.0 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 SY0264'PACIFIC RAILROAD FROM THE UNION STATION AT SEATTLE, ABOUT 0.25 MILE
 SY0264'SOUTH OF SPOKANE STREET VIADUCT OVER THE TRACKS, 10 1/2 RAILS NORTH OF
 SY0264'MILEPOST 181, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE
 SY0264'OF A STEEL POWER POLE, SOUTHEAST AND ACROSS 4TH AVENUE S. FROM THE
 SY0264'CITY LIGHT PLANT, 8.0 FEET WEST OF THE WEST RAIL OF THE EAST TRACKS,
 SY0264'90 FEET NORTHWEST OF THE NORTHWEST CORNER OF ARROW TRANSFER AND
 SY0264'STORAGE COMPANY, 51 FEET NORTH OF THE EXTENDED CENTER LINE OF ANDOVER
 SY0264'STREET, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 SY0264
 SY0264                          STATION RECOVERY (1975)
 SY0264
 SY0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SY0264'RECOVERED IN GOOD CONDITION.
 SY0264
 SY0264                          STATION RECOVERY (1984)
 SY0264
 SY0264'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY0264'STEEL POWER POLE HAS BEEN. REMOVED BUT BASE IS STILL IN PLACE.
 SY0264
 SY0264                          STATION RECOVERY (2006)
 SY0264
 SY0264'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0264'RAILROAD TRACKS ARE THE OLD TRAIN TRACKS PARALLELING 5TH AVENUE.  MAIN
 SY0264'LINE RAILROAD TRACKS ARE BETWEEN 1ST AND 4TH AVE SOUTH AND SHOULD NOT
 SY0264'BE USED TO LOCATE STATIONS FOR THE CHICAGO, MILWAUKEE, ST PAUL AND
 SY0264'PACIFIC RAILROAD LINES FROM UNION STATION.  STATION IS NORTH OF
 SY0264'INDUSTRIAL WAY S, EAST OF 4TH AVE S ALONG OLD TRACKS.  CONCRETE BASE
 SY0264'STILL PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0764 ***********************************************************************
 SA0764  DESIGNATION -  410
 SA0764  PID         -  SA0764
 SA0764  STATE/COUNTY-  WA/BENTON
 SA0764  USGS QUAD   -  LOCKE ISLAND (1986)
 SA0764
 SA0764                         *CURRENT SURVEY CONTROL
 SA0764  ___________________________________________________________________
 SA0764* NAD 83(1986)-  46 39 56.     (N)    119 29 22.     (W)     SCALED    
 SA0764* NAVD 88     -       126.320  (meters)     414.43   (feet)  ADJUSTED  
 SA0764  ___________________________________________________________________
 SA0764  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SA0764  DYNAMIC HT  -         126.330 (meters)     414.47  (feet)  COMP
 SA0764  MODELED GRAV-     980,687.3   (mgal)                       NAVD 88
 SA0764
 SA0764  VERT ORDER  -  SECOND    CLASS 0
 SA0764
 SA0764.The horizontal coordinates were scaled from a topographic map and have
 SA0764.an estimated accuracy of +/- 6 seconds.
 SA0764
 SA0764.The orthometric height was determined by differential leveling
 SA0764.and adjusted by the National Geodetic Survey in June 1991..
 SA0764
 SA0764.The geoid height was determined by GEOID03.
 SA0764
 SA0764.The dynamic height is computed by dividing the NAVD 88
 SA0764.geopotential number by the normal gravity value computed on the
 SA0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0764.degrees latitude (g = 980.6199 gals.).
 SA0764
 SA0764.The modeled gravity was interpolated from observed gravity values.
 SA0764
 SA0764;                    North         East    Units  Estimated Accuracy
 SA0764;SPC WA S     -   148,570.      577,330.      MT  (+/- 180 meters Scaled)
 SA0764
 SA0764                          SUPERSEDED SURVEY CONTROL
 SA0764
 SA0764  NGVD 29 (??/??/92)  125.261  (m)          410.96   (f) ADJ UNCH    2 0
 SA0764
 SA0764.Superseded values are not recommended for survey control.
 SA0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0764.See file dsdata.txt to determine how the superseded data were derived.
 SA0764
 SA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM095710(NAD 83)
 SA0764_MARKER: DD = SURVEY DISK
 SA0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0764+STABILITY: SURFACE MOTION
 SA0764
 SA0764  HISTORY     - Date     Condition        Report By
 SA0764  HISTORY     - UNK      MONUMENTED       AEC
 SA0764  HISTORY     - 1949     GOOD             NGS
 SA0764  HISTORY     - 1983     POOR             USGS
 SA0764
 SA0764                          STATION DESCRIPTION
 SA0764
 SA0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA0764'0.5 MI NW FROM WHITE BLUFFS.
 SA0764'0.5 MILE NORTHWEST ALONG THE A.E.C. RAILROAD FROM THE CHICAGO,
 SA0764'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT WHITE BLUFFS, 11
 SA0764'RAILS NORTHWEST OF THE CENTER LINE OF COLUMBIA STREET, 10.2 FEET
 SA0764'SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 2 FEET LOWER THAN THE TRACK,
 SA0764'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND,
 SA0764'AND INCLOSED BY A BOARD FENCE.
 SA0764
 SA0764                          STATION RECOVERY (1983)
 SA0764
 SA0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 SA0764'THE MARK WAS FOUND LYING ON TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1454 ***********************************************************************
 SA1454  DESIGNATION -  413
 SA1454  PID         -  SA1454
 SA1454  STATE/COUNTY-  WA/GRANT
 SA1454  USGS QUAD   -  COYOTE RAPIDS (1986)
 SA1454
 SA1454                         *CURRENT SURVEY CONTROL
 SA1454  ___________________________________________________________________
 SA1454* NAD 83(1986)-  46 42 29.     (N)    119 32 33.     (W)     SCALED    
 SA1454* NAVD 88     -       126.692  (meters)     415.66   (feet)  ADJUSTED  
 SA1454  ___________________________________________________________________
 SA1454  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA1454  DYNAMIC HT  -         126.702 (meters)     415.69  (feet)  COMP
 SA1454  MODELED GRAV-     980,689.2   (mgal)                       NAVD 88
 SA1454
 SA1454  VERT ORDER  -  SECOND    CLASS 0
 SA1454
 SA1454.The horizontal coordinates were scaled from a topographic map and have
 SA1454.an estimated accuracy of +/- 6 seconds.
 SA1454
 SA1454.The orthometric height was determined by differential leveling
 SA1454.and adjusted by the National Geodetic Survey in June 1991..
 SA1454
 SA1454.The geoid height was determined by GEOID03.
 SA1454
 SA1454.The dynamic height is computed by dividing the NAVD 88
 SA1454.geopotential number by the normal gravity value computed on the
 SA1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1454.degrees latitude (g = 980.6199 gals.).
 SA1454
 SA1454.The modeled gravity was interpolated from observed gravity values.
 SA1454
 SA1454;                    North         East    Units  Estimated Accuracy
 SA1454;SPC WA S     -   153,250.      573,210.      MT  (+/- 180 meters Scaled)
 SA1454
 SA1454                          SUPERSEDED SURVEY CONTROL
 SA1454
 SA1454  NGVD 29 (??/??/92)  125.633  (m)          412.18   (f) ADJ UNCH    2 0
 SA1454
 SA1454.Superseded values are not recommended for survey control.
 SA1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1454.See file dsdata.txt to determine how the superseded data were derived.
 SA1454
 SA1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM056758(NAD 83)
 SA1454_MARKER: P = PIPE CAP
 SA1454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1454_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1454_STAMPING: 413 1916 WASH
 SA1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1454
 SA1454  HISTORY     - Date     Condition        Report By
 SA1454  HISTORY     - 1916     MONUMENTED       USGS
 SA1454  HISTORY     - 1949     GOOD             NGS
 SA1454  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA1454
 SA1454                          STATION DESCRIPTION
 SA1454
 SA1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1454'IN WAHLUKE.
 SA1454'AT WAHLUKE, GRANT COUNTY, AND 14-1/2 FEET SOUTHEAST OF THE SOUTH
 SA1454'CORNER OF THE POST OFFICE (THE HOUSE OWNED BY A.D. OLSON).  A U.S.
 SA1454'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 413 1916 WASH AND RIVETED ON
 SA1454'THE TOP OF A 3-1/2-INCH IRON PIPE.
 SA1454
 SA1454                          STATION RECOVERY (1967)
 SA1454
 SA1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0830 ***********************************************************************
 SX0830  DESIGNATION -  418
 SX0830  PID         -  SX0830
 SX0830  STATE/COUNTY-  WA/SNOHOMISH
 SX0830  USGS QUAD   -  INDEX (1989)
 SX0830
 SX0830                         *CURRENT SURVEY CONTROL
 SX0830  ___________________________________________________________________
 SX0830* NAD 83(1986)-  47 49 02.     (N)    121 36 07.     (W)     SCALED    
 SX0830* NAVD 88     -       129.743  (meters)     425.67   (feet)  ADJUSTED  
 SX0830  ___________________________________________________________________
 SX0830  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SX0830  DYNAMIC HT  -         129.756 (meters)     425.71  (feet)  COMP
 SX0830  MODELED GRAV-     980,715.0   (mgal)                       NAVD 88
 SX0830
 SX0830  VERT ORDER  -  SECOND    CLASS 0
 SX0830
 SX0830.The horizontal coordinates were scaled from a topographic map and have
 SX0830.an estimated accuracy of +/- 6 seconds.
 SX0830
 SX0830.The orthometric height was determined by differential leveling
 SX0830.and adjusted by the National Geodetic Survey in June 1991..
 SX0830
 SX0830.The geoid height was determined by GEOID03.
 SX0830
 SX0830.The dynamic height is computed by dividing the NAVD 88
 SX0830.geopotential number by the normal gravity value computed on the
 SX0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0830.degrees latitude (g = 980.6199 gals.).
 SX0830
 SX0830.The modeled gravity was interpolated from observed gravity values.
 SX0830
 SX0830;                    North         East    Units  Estimated Accuracy
 SX0830;SPC WA N     -    91,150.      442,440.      MT  (+/- 180 meters Scaled)
 SX0830
 SX0830                          SUPERSEDED SURVEY CONTROL
 SX0830
 SX0830  NGVD 29 (??/??/92)  128.571  (m)          421.82   (f) ADJ UNCH    2 0
 SX0830
 SX0830.Superseded values are not recommended for survey control.
 SX0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0830.See file dsdata.txt to determine how the superseded data were derived.
 SX0830
 SX0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT046969(NAD 83)
 SX0830_MARKER: DD = SURVEY DISK
 SX0830_SETTING: 80 = SET IN A BOULDER
 SX0830_STAMPING: 418 L
 SX0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0830+STABILITY: SURFACE MOTION
 SX0830
 SX0830  HISTORY     - Date     Condition        Report By
 SX0830  HISTORY     - UNK      MONUMENTED       USGS
 SX0830  HISTORY     - 1941     GOOD             NGS
 SX0830
 SX0830                          STATION DESCRIPTION
 SX0830
 SX0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SX0830'2.4 MI W FROM INDEX.
 SX0830'2.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0830'INDEX, SNOHOMISH COUNTY, 7 RAILS EAST OF MILEPOST 1749.60 FEET EAST OF
 SX0830'THE CROSSING OF THE INDEX-TOLT TRAIL, 38 FEET SOUTH OF THE TRACK, AND
 SX0830'IN THE TOP OF A LARGE GRANITE BOULDER.  A UNITED STATES GEOLOGICAL
 SX0830'SURVEY STANDARD DISK, STAMPED 418 L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0274 ***********************************************************************
 TR0274  DESIGNATION -  42 R S
 TR0274  PID         -  TR0274
 TR0274  STATE/COUNTY-  WA/SKAGIT
 TR0274  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0274
 TR0274                         *CURRENT SURVEY CONTROL
 TR0274  ___________________________________________________________________
 TR0274* NAD 83(1986)-  48 26 45.     (N)    122 36 10.     (W)     SCALED    
 TR0274* NAVD 88     -        20.702  (meters)      67.92   (feet)  ADJUSTED  
 TR0274  ___________________________________________________________________
 TR0274  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 TR0274  DYNAMIC HT  -          20.707 (meters)      67.94  (feet)  COMP
 TR0274  MODELED GRAV-     980,844.9   (mgal)                       NAVD 88
 TR0274
 TR0274  VERT ORDER  -  FIRST     CLASS II
 TR0274
 TR0274.The horizontal coordinates were scaled from a topographic map and have
 TR0274.an estimated accuracy of +/- 6 seconds.
 TR0274
 TR0274.The orthometric height was determined by differential leveling
 TR0274.and adjusted by the National Geodetic Survey in June 1991..
 TR0274
 TR0274.The geoid height was determined by GEOID03.
 TR0274
 TR0274.The dynamic height is computed by dividing the NAVD 88
 TR0274.geopotential number by the normal gravity value computed on the
 TR0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0274.degrees latitude (g = 980.6199 gals.).
 TR0274
 TR0274.The modeled gravity was interpolated from observed gravity values.
 TR0274
 TR0274;                    North         East    Units  Estimated Accuracy
 TR0274;SPC WA N     -   162,260.      369,110.      MT  (+/- 180 meters Scaled)
 TR0274
 TR0274                          SUPERSEDED SURVEY CONTROL
 TR0274
 TR0274  NGVD 29 (??/??/92)   19.547  (m)           64.13   (f) ADJ UNCH    1 2
 TR0274
 TR0274.Superseded values are not recommended for survey control.
 TR0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0274.See file dsdata.txt to determine how the superseded data were derived.
 TR0274
 TR0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU293659(NAD 83)
 TR0274_MARKER: DD = SURVEY DISK
 TR0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0274_STAMPING: 42 R S 64 1940
 TR0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0274+STABILITY: SURFACE MOTION
 TR0274
 TR0274  HISTORY     - Date     Condition        Report By
 TR0274  HISTORY     - 1940     MONUMENTED       USGS
 TR0274  HISTORY     - 1952     GOOD             NGS
 TR0274
 TR0274                          STATION DESCRIPTION
 TR0274
 TR0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0274'6.3 MI SE FROM ANACORTES.
 TR0274'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 TR0274'ANACORTES, THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY 1D, AT THE T
 TR0274'JUNCTION OF ROSARIO BEACH ROAD, ABOUT 200 YARDS NORTH OF THE NORTHEAST
 TR0274'POINT OF LAKE CAMBELL, 81.5 FEET WEST OF THE CENTER LINE OF THE
 TR0274'HIGHWAY (MEASURED FROM THE APPROXIMATE CENTER OF A CURVE, 18.6 FEET
 TR0274'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET SOUTHWEST OF A
 TR0274'TELEPHONE POLE, 1.3 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET
 TR0274'HIGHER THAN THE HIGHWAY AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 TR0274'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1480 ***********************************************************************
 SA1480  DESIGNATION -  42 TR
 SA1480  PID         -  SA1480
 SA1480  STATE/COUNTY-  WA/BENTON
 SA1480  USGS QUAD   -  EMERSON NIPPLE (1975)
 SA1480
 SA1480                         *CURRENT SURVEY CONTROL
 SA1480  ___________________________________________________________________
 SA1480* NAD 83(1986)-  46 34 38.     (N)    119 47 31.     (W)     SCALED    
 SA1480* NAVD 88     -       305.395  (meters)    1001.95   (feet)  ADJUSTED  
 SA1480  ___________________________________________________________________
 SA1480  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SA1480  DYNAMIC HT  -         305.406 (meters)    1001.99  (feet)  COMP
 SA1480  MODELED GRAV-     980,643.7   (mgal)                       NAVD 88
 SA1480
 SA1480  VERT ORDER  -  SECOND    CLASS 0
 SA1480
 SA1480.The horizontal coordinates were scaled from a topographic map and have
 SA1480.an estimated accuracy of +/- 6 seconds.
 SA1480
 SA1480.The orthometric height was determined by differential leveling
 SA1480.and adjusted by the National Geodetic Survey in June 1991..
 SA1480
 SA1480.The geoid height was determined by GEOID03.
 SA1480
 SA1480.The dynamic height is computed by dividing the NAVD 88
 SA1480.geopotential number by the normal gravity value computed on the
 SA1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1480.degrees latitude (g = 980.6199 gals.).
 SA1480
 SA1480.The modeled gravity was interpolated from observed gravity values.
 SA1480
 SA1480;                    North         East    Units  Estimated Accuracy
 SA1480;SPC WA S     -   138,500.      554,270.      MT  (+/- 180 meters Scaled)
 SA1480
 SA1480                          SUPERSEDED SURVEY CONTROL
 SA1480
 SA1480  NGVD 29 (??/??/92)  304.324  (m)          998.44   (f) ADJ UNCH    2 0
 SA1480
 SA1480.Superseded values are not recommended for survey control.
 SA1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1480.See file dsdata.txt to determine how the superseded data were derived.
 SA1480
 SA1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM860619(NAD 83)
 SA1480_MARKER: DD = SURVEY DISK
 SA1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1480_STAMPING: 42 TR 998 1936
 SA1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1480+STABILITY: SURFACE MOTION
 SA1480
 SA1480  HISTORY     - Date     Condition        Report By
 SA1480  HISTORY     - 1936     MONUMENTED       USGS
 SA1480  HISTORY     - 1949     GOOD             NGS
 SA1480
 SA1480                          STATION DESCRIPTION
 SA1480
 SA1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1480'R13.3 MI E FROM PHILLIPS AND HAGERTY RANCH HDQT.
 SA1480'13.3 MILES EAST ALONG THE COLD CREEK ROAD FROM PHILLIPS AND HAGERTY
 SA1480'RANCH HEADQUARTERS, 160 FEET WEST OF THE CENTER OF THE T JUNCTION OF
 SA1480'OLD STATE HIGHWAY 11A, 0.4 MILE NORTH OF A WOODEN BRIDGE OVER COLD
 SA1480'CREEK, AT THE FORMER SITE OF COLD CREEK, 341 FEET NORTHWEST OF THE
 SA1480'NORTHEAST CORNER OF THE REMAINS OF THE FORMER COLD CREEK STORE ROCK
 SA1480'FOUNDATION, 156 FEET WEST OF A CORNER TELEPHONE POLE, 20 FEET NORTH OF
 SA1480'THE CENTER LINE OF THE COLD CREEK ROAD, ABOUT 3 FEET HIGHER THAN THE
 SA1480'ROAD, 1.8 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 SA1480'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0274 ***********************************************************************
 SA0274  DESIGNATION -  427
 SA0274  PID         -  SA0274
 SA0274  STATE/COUNTY-  WA/WALLA WALLA
 SA0274  USGS QUAD   -  TOUCHET (1991)
 SA0274
 SA0274                         *CURRENT SURVEY CONTROL
 SA0274  ___________________________________________________________________
 SA0274* NAD 83(1986)-  46 02 15.     (N)    118 42 33.     (W)     SCALED    
 SA0274* NAVD 88     -       130.987  (meters)     429.75   (feet)  ADJUSTED  
 SA0274  ___________________________________________________________________
 SA0274  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 SA0274  DYNAMIC HT  -         130.985 (meters)     429.74  (feet)  COMP
 SA0274  MODELED GRAV-     980,601.0   (mgal)                       NAVD 88
 SA0274
 SA0274  VERT ORDER  -  SECOND    CLASS 0
 SA0274
 SA0274.The horizontal coordinates were scaled from a topographic map and have
 SA0274.an estimated accuracy of +/- 6 seconds.
 SA0274
 SA0274.The orthometric height was determined by differential leveling
 SA0274.and adjusted by the National Geodetic Survey in June 1991..
 SA0274
 SA0274.The geoid height was determined by GEOID03.
 SA0274
 SA0274.The dynamic height is computed by dividing the NAVD 88
 SA0274.geopotential number by the normal gravity value computed on the
 SA0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0274.degrees latitude (g = 980.6199 gals.).
 SA0274
 SA0274.The modeled gravity was interpolated from observed gravity values.
 SA0274
 SA0274;                    North         East    Units  Estimated Accuracy
 SA0274;SPC WA S     -    79,840.      638,610.      MT  (+/- 180 meters Scaled)
 SA0274
 SA0274                          SUPERSEDED SURVEY CONTROL
 SA0274
 SA0274  NGVD 29 (??/??/92)  130.000  (m)          426.51   (f) ADJ UNCH    2 0
 SA0274
 SA0274.Superseded values are not recommended for survey control.
 SA0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0274.See file dsdata.txt to determine how the superseded data were derived.
 SA0274
 SA0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL677996(NAD 83)
 SA0274_MARKER: P = PIPE CAP
 SA0274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0274_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0274_STAMPING: 427 WASH 1915
 SA0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0274
 SA0274  HISTORY     - Date     Condition        Report By
 SA0274  HISTORY     - 1915     MONUMENTED       USGS
 SA0274  HISTORY     - 1935     GOOD             NGS
 SA0274  HISTORY     - 20031102 GOOD             GEOCAC
 SA0274
 SA0274                          STATION DESCRIPTION
 SA0274
 SA0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SA0274'1.8 MI SW FROM TOUCHET.
 SA0274'1.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 SA0274'TANK AT TOUCHET, WALLA WALLA COUNTY, NEAR THE NORTHEAST END OF A
 SA0274'TANGENT BEARING NORTHEAST AND SOUTHWEST, 125 FEET NORTHEAST OF THE
 SA0274'THIRD POLE NORTHEAST OF MILEPOST 13, 50 FEET SOUTHWEST OF A ROAD
 SA0274'CROSSING, 52 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 32 FEET
 SA0274'SOUTHEAST OF THE CENTERLINE OF OLD U.S. HIGHWAY 410, 2 FEET NORTHWEST
 SA0274'OF A RIGHT-OF-WAY FENCE, AND 4 FEET LOWER THAN THE TRACK.  A UNITED
 SA0274'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPTED 427 WASH 1915 AND
 SA0274'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE AND
 SA0274'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 SA0274
 SA0274                          STATION RECOVERY (2003)
 SA0274
 SA0274'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0820 ***********************************************************************
 SY0820  DESIGNATION -  42.803 USE
 SY0820  PID         -  SY0820
 SY0820  STATE/COUNTY-  WA/MASON
 SY0820  USGS QUAD   -  BELFAIR (1994)
 SY0820
 SY0820                         *CURRENT SURVEY CONTROL
 SY0820  ___________________________________________________________________
 SY0820* NAD 83(1986)-  47 27 01.     (N)    122 49 41.     (W)     SCALED    
 SY0820* NAVD 88     -        14.241  (meters)      46.72   (feet)  POSTED    
 SY0820  ___________________________________________________________________
 SY0820  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 SY0820  DYNAMIC HT  -          14.240 (meters)      46.72  (feet)  COMP
 SY0820  MODELED GRAV-     980,816.7   (mgal)                       NAVD 88
 SY0820
 SY0820  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0820
 SY0820.The horizontal coordinates were scaled from a topographic map and have
 SY0820.an estimated accuracy of +/- 6 seconds.
 SY0820
 SY0820.The orthometric height was determined by differential leveling
 SY0820.and adjusted by the National Geodetic Survey in 1992..
 SY0820.No vertical observational check was made to the station.
 SY0820.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0820.was located on a no-check spur therefore a value was not computed.
 SY0820
 SY0820.The geoid height was determined by GEOID03.
 SY0820
 SY0820.The dynamic height is computed by dividing the NAVD 88
 SY0820.geopotential number by the normal gravity value computed on the
 SY0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0820.degrees latitude (g = 980.6199 gals.).
 SY0820
 SY0820.The modeled gravity was interpolated from observed gravity values.
 SY0820
 SY0820;                    North         East    Units  Estimated Accuracy
 SY0820;SPC WA S     -   237,900.      324,450.      MT  (+/- 180 meters Scaled)
 SY0820
 SY0820                          SUPERSEDED SURVEY CONTROL
 SY0820
 SY0820  NGVD 29 (??/??/??)   13.179  (m)           43.24   (f) ADJUSTED    1 2
 SY0820
 SY0820.Superseded values are not recommended for survey control.
 SY0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0820.See file dsdata.txt to determine how the superseded data were derived.
 SY0820
 SY0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET129552(NAD 83)
 SY0820_MARKER: DD = SURVEY DISK
 SY0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0820_SP_SET: STEP
 SY0820_STAMPING: 42.803
 SY0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0820
 SY0820  HISTORY     - Date     Condition        Report By
 SY0820  HISTORY     - UNK      MONUMENTED       DOD
 SY0820  HISTORY     - 1944     GOOD             CGS
 SY0820
 SY0820                          STATION DESCRIPTION
 SY0820
 SY0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0820'IN BELFAIR.
 SY0820'AT BELFAIR, MASON COUNTY, ABOUT 200 FEET SOUTH OF THE JUNCTION OF
 SY0820'STATE HIGHWAY 14 AND OLD NAVY YARD WAY, ABOUT 100 FEET WEST OF THE
 SY0820'HIGHWAY, AT THE SAM B. THELER STORE AND POST OFFICE, IN THE TOP OF THE
 SY0820'CONCRETE STEP, 2.5 FEET WEST OF THE EAST EDGE, 1.4 FEET SOUTH OF THE
 SY0820'NORTH EDGE, AND 2.5 FEET EAST OF THE NORTHEAST CORNER OF THE BUILDING.
 SY0820'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 42.803.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1418 ***********************************************************************
 RB1418  DESIGNATION -  43 R 2
 RB1418  PID         -  RB1418
 RB1418  STATE/COUNTY-  WA/BENTON
 RB1418  USGS QUAD   -  UMATILLA (1993)
 RB1418
 RB1418                         *CURRENT SURVEY CONTROL
 RB1418  ___________________________________________________________________
 RB1418* NAD 83(1991)-  45 56 02.02079(N)    119 19 35.21029(W)     ADJUSTED  
 RB1418* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 RB1418  ___________________________________________________________________
 RB1418  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 RB1418  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RB1418
 RB1418  HORZ ORDER  -  THIRD
 RB1418
 RB1418.The horizontal coordinates were established by classical geodetic methods
 RB1418.and adjusted by the National Geodetic Survey in December 1991..
 RB1418.No horizontal observational check was made to the station.
 RB1418
 RB1418.The orthometric height was scaled from a topographic map.
 RB1418
 RB1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1418
 RB1418.The geoid height was determined by GEOID03.
 RB1418
 RB1418;                    North         East     Units Scale Factor Converg.
 RB1418;SPC WA S     -    67,429.655   591,010.167   MT  0.99997872   +0 51 08.9
 RB1418;SPC WA S     -   221,225.46  1,939,005.86   sFT  0.99997872   +0 51 08.9
 RB1418;SPC OR N     -   252,608.145 2,591,010.793   MT  0.99998386   +0 49 56.2
 RB1418;SPC OR N     -   828,766.88  8,500,691.58   iFT  0.99998386   +0 49 56.2
 RB1418;UTM  11      - 5,089,334.480   319,644.946   MT  0.99999990   -1 40 19.5
 RB1418
 RB1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1418!SPC WA S     -   0.99999180  x   0.99997872  =   0.99997052
 RB1418!SPC OR N     -   0.99999180  x   0.99998386  =   0.99997566
 RB1418!UTM  11      -   0.99999180  x   0.99999990  =   0.99999170
 RB1418
 RB1418|---------------------------------------------------------------------|
 RB1418| PID    Reference Object                     Distance      Geod. Az  |
 RB1418|                                                           dddmmss.s |
 RB1418| CF5142 43 R 2 RM 1                           3.825 METERS 02513     |
 RB1418| RB1416 MCNARY RANGE REAR LIGHT             APPROX. 1.8 KM 0630456.1 |
 RB1418| RB1417 MCNARY RANGE FRONT LIGHT            APPROX. 1.4 KM 0641802.7 |
 RB1418| RB0697 VACA RESET                          APPROX. 3.0 KM 1125333.8 |
 RB1418| CF4459 B 35                                 21.235 METERS 35638     |
 RB1418|---------------------------------------------------------------------|
 RB1418
 RB1418                          SUPERSEDED SURVEY CONTROL
 RB1418
 RB1418  NAD 83(1991)-  45 56 02.02078(N)    119 19 35.21032(W) AD(       ) 3
 RB1418  NAD 83(1986)-  45 56 02.02760(N)    119 19 35.20479(W) AD(       ) 3
 RB1418  NAD 27      -  45 56 02.55314(N)    119 19 31.14257(W) AD(       ) 3
 RB1418
 RB1418.Superseded values are not recommended for survey control.
 RB1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1418.See file dsdata.txt to determine how the superseded data were derived.
 RB1418
 RB1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL1964589334(NAD 83)
 RB1418_MARKER: I = METAL ROD
 RB1418_SETTING: 66 = SET IN ROCK OUTCROP
 RB1418
 RB1418  HISTORY     - Date     Condition        Report By
 RB1418  HISTORY     - 1969     MONUMENTED       CGS
 RB1418
 RB1418                          STATION DESCRIPTION
 RB1418
 RB1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RBM)
 RB1418'LOCATED ABOUT 1-1/2 MILES NORTHEAST OF UMATILLA, ABOUT 1/4 MILE
 RB1418'EAST OF THE NORTH END OF THE UMATILLA TOLL BRIDGE, ON THE
 RB1418'SOUTHERNMOST TIP OF A ROCKY POINT, ALONG THE NORTH SHORE OF THE
 RB1418'COLUMBIA RIVER, ABOUT 3 FEET ABOVE THE NORMAL LEVEL OF THE RIVER
 RB1418'AND UNDER A POWER TRANSMISSION LINE CROSSING OF THE COLUMBIA
 RB1418'RIVER.
 RB1418'
 RB1418'THE STATION IS A CENTER PUNCH MARK IN THE TOP OF THE CENTER OF
 RB1418'A 3/4 INCH IN DIAMETER IRON PIN SET IN A DRILL HOLE IN THE
 RB1418'BEDROCK.  A PAD OF CEMENT WAS POURED AROUND THE PIN AND THE
 RB1418'LETTERING 43R-2 WAS INSCRIBED IN THE CEMENT.  THE PIN PROJECTS
 RB1418'1 INCH ABOVE THE PAD OF CEMENT AND IT LEANS SLIGHTLY TO THE
 RB1418'WEST.  THE TOP OF THE PIN IS NOT SMOOTH, APPARENTLY IT WAS
 RB1418'LONGER AND HAD BEEN BROKEN OFF AT A PREVIOUS DATE.  IT IS 63
 RB1418'FEET SOUTH OF THE SOUTH CONCRETE FOOTING OF THE SOUTHERNMOST
 RB1418'TRANSMISSION TOWER AND 7 FEET NORTH OF THE SOUTHERLY TIP OF
 RB1418'THE ROCKY POINT.
 RB1418'
 RB1418'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 43R2 NO 1 1969
 RB1418'CEMENTED IN A DRILL HOLE IN THE BARE BEDROCK, 20 FEET NORTH OF THE
 RB1418'SOUTH TIP OF THE ROCKY POINT AND ABOUT 2 FEET HIGHER THAN THE
 RB1418'STATION.
 RB1418'
 RB1418'BENCH MARK B 35 (U.S.E.) IS A LENGTH OF 1 INCH GALVANIZED IRON
 RB1418'PIPE, PROJECTING 1 INCH ABOVE A 6 INCH BY 9 INCH CONCRETE MONUMENT
 RB1418'AND SET IN BEDROCK, 11.5 FEET WEST OF THE SOUTH CONCRETE FOOTING
 RB1418'OF THE SOUTHERNMOST TRANSMISSION TOWER AND ABOUT 14 FEET HIGHER
 RB1418'THAN THE STATION.  B 35 BM USED IS INSCRIBED IN THE CONCRETE
 RB1418'MONUMENT.
 RB1418'
 RB1418'TO REACH FROM THE POST OFFICE IN PLYMOUTH, GO EAST ALONG THE
 RB1418'HIGHWAY TOWARD THE UMATILLA TOLL BRIDGE FOR 1.0 MILE, TURN LEFT
 RB1418'ON A SIDE ROAD (OLD RAILROAD GRADE), GO 0.15 MILE, TURN RIGHT
 RB1418'ON A TRACK ROAD NEAR THE WEST PORTAL OF A TUNNEL, GO 0.3 MILE TO
 RB1418'THE SOUTHERNMOST POWER TRANSMISSION TOWER AND THE STATION ON THE
 RB1418'ROCKY POINT ABOUT 75 FEET TO THE SOUTH.
 RB1418'
 RB1418'STATION VACA (U.S.E.), 1942 CAN BE USED AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1035 ***********************************************************************
 SA1035  DESIGNATION -  431
 SA1035  PID         -  SA1035
 SA1035  STATE/COUNTY-  WA/BENTON
 SA1035  USGS QUAD   -  HORN RAPIDS DAM (1977)
 SA1035
 SA1035                         *CURRENT SURVEY CONTROL
 SA1035  ___________________________________________________________________
 SA1035* NAD 83(1986)-  46 22 54.     (N)    119 26 12.     (W)     SCALED    
 SA1035* NAVD 88     -       132.87   (+/-2cm)     435.9    (feet)  VERTCON   
 SA1035  ___________________________________________________________________
 SA1035  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SA1035
 SA1035  VERT ORDER  -  ? (See Below)
 SA1035
 SA1035.The horizontal coordinates were scaled from a topographic map and have
 SA1035.an estimated accuracy of +/- 6 seconds.
 SA1035
 SA1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1035.The vertical order pertains to the NGVD 29 superseded value.
 SA1035
 SA1035.The geoid height was determined by GEOID03.
 SA1035
 SA1035;                    North         East    Units  Estimated Accuracy
 SA1035;SPC WA S     -   117,070.      581,790.      MT  (+/- 180 meters Scaled)
 SA1035
 SA1035                          SUPERSEDED SURVEY CONTROL
 SA1035
 SA1035  NGVD 29 (??/??/92)  131.820  (m)          432.48   (f) ADJ UNCH    ?  
 SA1035
 SA1035.Superseded values are not recommended for survey control.
 SA1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1035.See file dsdata.txt to determine how the superseded data were derived.
 SA1035
 SA1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM126393(NAD 83)
 SA1035_MARKER: DD = SURVEY DISK
 SA1035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1035_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1035
 SA1035  HISTORY     - Date     Condition        Report By
 SA1035  HISTORY     - UNK      MONUMENTED       USGS
 SA1035  HISTORY     - 1949     GOOD             NGS
 SA1035
 SA1035                          STATION DESCRIPTION
 SA1035
 SA1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1035'9.4 MI N FROM BENTON CITY.
 SA1035'9.4 MILES NORTH ALONG THE HANFORD ROAD FROM THE POST OFFICE AT BENTON
 SA1035'CITY, 1.1 MILES WEST OF THE YAKIMA RIVER HORN RAPIDS DAM, AT ATOMIC
 SA1035'ENERGY COMMISSION GATE NO. 7, 136 FEET NORTHEAST OF BM V 321, 124 FEET
 SA1035'NORTHWEST OF THE CENTER OF THE INTERSECTION OF A GRADED COUNTY ROAD,
 SA1035'17 FEET SOUTHWEST OF THE CENTER LINE OF THE GRADED ROAD, 7 1/2 FEET
 SA1035'SOUTHWEST OF A GATE POST, 4.2 FEET NORTHEAST OF A WITNESS POST, ABOUT
 SA1035'LEVEL WITH THE ROAD, AND PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0303 ***********************************************************************
 RZ0303  DESIGNATION -  434
 RZ0303  PID         -  RZ0303
 RZ0303  STATE/COUNTY-  WA/ASOTIN
 RZ0303  USGS QUAD   -  CAPTAIN JOHN RAPIDS (1968)
 RZ0303
 RZ0303                         *CURRENT SURVEY CONTROL
 RZ0303  ___________________________________________________________________
 RZ0303* NAD 83(1986)-  46 07 32.     (N)    116 57 01.     (W)     SCALED    
 RZ0303* NAVD 88     -       248.029  (meters)     813.74   (feet)  ADJUSTED  
 RZ0303  ___________________________________________________________________
 RZ0303  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 RZ0303  DYNAMIC HT  -         247.997 (meters)     813.64  (feet)  COMP
 RZ0303  MODELED GRAV-     980,483.0   (mgal)                       NAVD 88
 RZ0303
 RZ0303  VERT ORDER  -  SECOND    CLASS 0
 RZ0303
 RZ0303.The horizontal coordinates were scaled from a topographic map and have
 RZ0303.an estimated accuracy of +/- 6 seconds.
 RZ0303
 RZ0303.The orthometric height was determined by differential leveling
 RZ0303.and adjusted by the National Geodetic Survey in June 1991..
 RZ0303
 RZ0303.The geoid height was determined by GEOID03.
 RZ0303
 RZ0303.The dynamic height is computed by dividing the NAVD 88
 RZ0303.geopotential number by the normal gravity value computed on the
 RZ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0303.degrees latitude (g = 980.6199 gals.).
 RZ0303
 RZ0303.The modeled gravity was interpolated from observed gravity values.
 RZ0303
 RZ0303;                    North         East    Units  Estimated Accuracy
 RZ0303;SPC WA S     -    94,230.      774,240.      MT  (+/- 180 meters Scaled)
 RZ0303
 RZ0303                          SUPERSEDED SURVEY CONTROL
 RZ0303
 RZ0303  NGVD 29 (??/??/92)  246.976  (m)          810.29   (f) ADJ UNCH    2 0
 RZ0303
 RZ0303.Superseded values are not recommended for survey control.
 RZ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0303.See file dsdata.txt to determine how the superseded data were derived.
 RZ0303
 RZ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM038079(NAD 83)
 RZ0303_MARKER: Z = SEE DESCRIPTION
 RZ0303_SETTING: 80 = SET IN A BOULDER
 RZ0303_SP_SET: LAVA BAULDER
 RZ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0303+STABILITY: SURFACE MOTION
 RZ0303
 RZ0303  HISTORY     - Date     Condition        Report By
 RZ0303  HISTORY     - UNK      MONUMENTED       DOD
 RZ0303  HISTORY     - 1946     GOOD             NGS
 RZ0303
 RZ0303                          STATION DESCRIPTION
 RZ0303
 RZ0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0303'19.0 MI S FROM ASOTIN.
 RZ0303'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0303'SNAKE RIVER, 19.0 MILES SOUTH OF THE COURT HOUSE AT ASOTIN, 0.25 MILE
 RZ0303'NORTH OF THE NORTH END OF A LARGE PROMINENT BAR, ACROSS THE ROAD FROM
 RZ0303'AND DIRECTLY BELOW THE HIGHEST POINT OF A HIGH ROCK BLUFF, DIRECTLY
 RZ0303'ACROSS THE ROAD FROM THE SOUTH END OF A SMALL TURNOUT FOR THE ROAD,
 RZ0303'23.5 FEET EAST OF CENTER OF THE ROAD, A 1/2-INCH IRON PIPE CEMENTED IN
 RZ0303'THE TOP OF THE WEST END OF A LARGE RED LAVA BOULDER ABOUT 6 FEET BELOW
 RZ0303'THE ROAD, ROCKS ARE PILED ON THE BOULDER AND AROUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0755 ***********************************************************************
 SA0755  DESIGNATION -  438
 SA0755  PID         -  SA0755
 SA0755  STATE/COUNTY-  WA/BENTON
 SA0755  USGS QUAD   -  SAVAGE ISLAND (1986)
 SA0755
 SA0755                         *CURRENT SURVEY CONTROL
 SA0755  ___________________________________________________________________
 SA0755* NAD 83(1986)-  46 34 24.     (N)    119 19 29.     (W)     SCALED    
 SA0755* NAVD 88     -       134.646  (meters)     441.75   (feet)  ADJUSTED  
 SA0755  ___________________________________________________________________
 SA0755  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SA0755  DYNAMIC HT  -         134.654 (meters)     441.78  (feet)  COMP
 SA0755  MODELED GRAV-     980,672.0   (mgal)                       NAVD 88
 SA0755
 SA0755  VERT ORDER  -  SECOND    CLASS 0
 SA0755
 SA0755.The horizontal coordinates were scaled from a topographic map and have
 SA0755.an estimated accuracy of +/- 6 seconds.
 SA0755
 SA0755.The orthometric height was determined by differential leveling
 SA0755.and adjusted by the National Geodetic Survey in June 1991..
 SA0755
 SA0755.The geoid height was determined by GEOID03.
 SA0755
 SA0755.The dynamic height is computed by dividing the NAVD 88
 SA0755.geopotential number by the normal gravity value computed on the
 SA0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0755.degrees latitude (g = 980.6199 gals.).
 SA0755
 SA0755.The modeled gravity was interpolated from observed gravity values.
 SA0755
 SA0755;                    North         East    Units  Estimated Accuracy
 SA0755;SPC WA S     -   138,500.      590,090.      MT  (+/- 180 meters Scaled)
 SA0755
 SA0755                          SUPERSEDED SURVEY CONTROL
 SA0755
 SA0755  NGVD 29 (??/??/92)  133.576  (m)          438.24   (f) ADJ UNCH    2 0
 SA0755
 SA0755.Superseded values are not recommended for survey control.
 SA0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0755.See file dsdata.txt to determine how the superseded data were derived.
 SA0755
 SA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM218603(NAD 83)
 SA0755_MARKER: P = PIPE CAP
 SA0755_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0755_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0755_STAMPING: 438 WASH 1913
 SA0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0755
 SA0755  HISTORY     - Date     Condition        Report By
 SA0755  HISTORY     - 1913     MONUMENTED       USGS
 SA0755
 SA0755                          STATION DESCRIPTION
 SA0755
 SA0755'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 SA0755'2 MI SE FROM HANFORD.
 SA0755'IN FRANKLIN COUNTY, 2 MILES SOUTHEAST ALONG A ROAD FROM HANFORD,
 SA0755'BENTON COUNTY, 2,000 FEET EAST OF THE RIVER, ON THE LINE BETWEEN
 SA0755'SECTIONS 32 AND 33, NEAR THE NORTHWEST CORNER OF SECTION 33, T. 13 N.,
 SA0755'R. 29 E., NEAR THE CORNER OF O.G. HALLS FIELD, 150 FEET WEST OF AN OLD
 SA0755'ROAD, AND 30 FEET NORTH OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL
 SA0755'SURVEY STANDARD CAP, STAMPED 438 WASH 1913 AND RIVETED ON THE TOP OF A
 SA0755'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1186 ***********************************************************************
 SY1186  DESIGNATION -  44 5293 TIDAL 2
 SY1186  PID         -  SY1186
 SY1186  STATE/COUNTY-  WA/JEFFERSON
 SY1186  USGS QUAD   -  BRINNON (1985)
 SY1186
 SY1186                         *CURRENT SURVEY CONTROL
 SY1186  ___________________________________________________________________
 SY1186* NAD 83(1986)-  47 39 47.     (N)    122 55 01.     (W)     SCALED    
 SY1186* NAVD 88     -        10.882  (meters)      35.70   (feet)  ADJUSTED  
 SY1186  ___________________________________________________________________
 SY1186  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SY1186  DYNAMIC HT  -          10.885 (meters)      35.71  (feet)  COMP
 SY1186  MODELED GRAV-     980,837.7   (mgal)                       NAVD 88
 SY1186
 SY1186  VERT ORDER  -  FIRST     CLASS I
 SY1186
 SY1186.The horizontal coordinates were scaled from a topographic map and have
 SY1186.an estimated accuracy of +/- 6 seconds.
 SY1186
 SY1186.The orthometric height was determined by differential leveling
 SY1186.and adjusted by the National Geodetic Survey in June 1991..
 SY1186
 SY1186.The geoid height was determined by GEOID03.
 SY1186
 SY1186.The dynamic height is computed by dividing the NAVD 88
 SY1186.geopotential number by the normal gravity value computed on the
 SY1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1186.degrees latitude (g = 980.6199 gals.).
 SY1186
 SY1186.The modeled gravity was interpolated from observed gravity values.
 SY1186
 SY1186;                    North         East    Units  Estimated Accuracy
 SY1186;SPC WA N     -    75,840.      343,520.      MT  (+/- 180 meters Scaled)
 SY1186
 SY1186                          SUPERSEDED SURVEY CONTROL
 SY1186
 SY1186  NGVD 29 (??/??/??)    9.795  (m)           32.14   (f) ADJUSTED    1 1
 SY1186
 SY1186.Superseded values are not recommended for survey control.
 SY1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1186.See file dsdata.txt to determine how the superseded data were derived.
 SY1186
 SY1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET062788(NAD 83)
 SY1186_MARKER: DJ = TIDAL STATION DISK
 SY1186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1186_SP_SET: STEP
 SY1186_STAMPING: NO 2 1961
 SY1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1186+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2006
 SY1186
 SY1186  HISTORY     - Date     Condition        Report By
 SY1186  HISTORY     - 1961     MONUMENTED       CGS
 SY1186  HISTORY     - 1973     GOOD             NGS
 SY1186  HISTORY     - 20050904 GOOD             USPSQD
 SY1186  HISTORY     - 20060528 GOOD             USPSQD
 SY1186
 SY1186                          STATION DESCRIPTION
 SY1186
 SY1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1186'2.25 MI S FROM BRINNON.
 SY1186'2.05 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE DOSEWALLIPS RIVER
 SY1186'BRIDGE AT BRINNON, THENCE 0.2 MILE SOUTHWEST AND NORTHEAST ALONG A
 SY1186'GRAVEL ROAD TO PLEASANT HARBOR MARINA, ON THE OUTSIDE OF A CURVE, AT
 SY1186'THE SOUTHEAST EDGE OF A CLEARED AREA AND A CUT BANK, 93 FEET NORTHEAST
 SY1186'OF THE CENTER LINE OF THE ROAD, 49.8 FEET EAST OF BENCH MARK TIDAL 4,
 SY1186'35.5 FEET NORTHWEST OF BENCH MARK TIDAL 1, IN THE TOP OF A 2-BY 3
 SY1186'1/2-FOOT BOULDER WHICH PROJECTS 1/2 FOOT ABOVE THE GROUND, 33.0 FEET
 SY1186'SOUTH OF THE SOUTH CORNER OF AN OUTHOUSE, 70 FEET NORTHEAST OF THE
 SY1186'CENTER OF THE TOP WOODEN STEPS LEADING TO THE PLEASANT HARBOR STATE
 SY1186'PARK MOORING PIER, 5 FEET NORTHEAST OF A TREE, AND ABOUT 3 1/2 FEET
 SY1186'HIGHER THAN THE ROAD.  SEC 10, T25N, R2W.
 SY1186
 SY1186                          STATION RECOVERY (2005)
 SY1186
 SY1186'RECOVERY NOTE BY US POWER SQUADRON 2005 (GP)
 SY1186'RECOVERED IN GOOD CONDITION.
 SY1186
 SY1186                          STATION RECOVERY (2006)
 SY1186
 SY1186'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SY1186'THE STATION WAS FOUND 325 FEET SOUTHWEST OF BENCHMARK TIDAL 3 AND 35.5
 SY1186'FEET NORTHWEST OF BENCHMARK TIDAL 1. THE OUTHOUSE IS GONE, REPLACED BY
 SY1186'A VAULT TOILET, LOCATION NOT VERIFIED. THE LOCATION OF THE TOP OF
 SY1186'WOODEN STEPS CANNOT BE VERIFIED DO TO RECONSTRUCTION OF THE DOCK,
 SY1186'PIER, AND STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0047 ***********************************************************************
 TR0047  DESIGNATION -  44 B
 TR0047  PID         -  TR0047
 TR0047  STATE/COUNTY-  WA/WHATCOM
 TR0047  USGS QUAD   -  BELLINGHAM SOUTH (1995)
 TR0047
 TR0047                         *CURRENT SURVEY CONTROL
 TR0047  ___________________________________________________________________
 TR0047* NAD 83(1986)-  48 40 31.     (N)    122 29 22.     (W)     SCALED    
 TR0047* NAVD 88     -        14.885  (meters)      48.84   (feet)  ADJUSTED  
 TR0047  ___________________________________________________________________
 TR0047  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 TR0047  DYNAMIC HT  -          14.888 (meters)      48.84  (feet)  COMP
 TR0047  MODELED GRAV-     980,863.2   (mgal)                       NAVD 88
 TR0047
 TR0047  VERT ORDER  -  FIRST     CLASS I
 TR0047
 TR0047.The horizontal coordinates were scaled from a topographic map and have
 TR0047.an estimated accuracy of +/- 6 seconds.
 TR0047
 TR0047.The orthometric height was determined by differential leveling
 TR0047.and adjusted by the National Geodetic Survey in June 1991..
 TR0047
 TR0047.The geoid height was determined by GEOID03.
 TR0047
 TR0047.The dynamic height is computed by dividing the NAVD 88
 TR0047.geopotential number by the normal gravity value computed on the
 TR0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0047.degrees latitude (g = 980.6199 gals.).
 TR0047
 TR0047.The modeled gravity was interpolated from observed gravity values.
 TR0047
 TR0047;                    North         East    Units  Estimated Accuracy
 TR0047;SPC WA N     -   187,580.      378,040.      MT  (+/- 180 meters Scaled)
 TR0047
 TR0047                          SUPERSEDED SURVEY CONTROL
 TR0047
 TR0047  NGVD 29 (??/??/92)   13.695  (m)           44.93   (f) ADJ UNCH    1 1
 TR0047
 TR0047.Superseded values are not recommended for survey control.
 TR0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0047.See file dsdata.txt to determine how the superseded data were derived.
 TR0047
 TR0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU375914(NAD 83)
 TR0047_MARKER: P = PIPE CAP
 TR0047_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TR0047_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TR0047_STAMPING: 44.714 FT 44 B
 TR0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0047
 TR0047  HISTORY     - Date     Condition        Report By
 TR0047  HISTORY     - UNK      MONUMENTED       USGS
 TR0047  HISTORY     - 1973     GOOD             NGS
 TR0047
 TR0047                          STATION DESCRIPTION
 TR0047
 TR0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0047'6.85 MI S FROM BELLINGHAM.
 TR0047'6.85 MILES SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0047'STATION AT BELLINGHAM, AT THE CROSSING OF YATCH CLUB ROAD, 15.8 FEET
 TR0047'WEST OF THE WEST RAIL, 45 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 TR0047'ROAD, 19.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN RAILROAD
 TR0047'TELEPHONE BOOTH, 33 FEET EAST OF POWER POLE 19026, 54 FEET WEST OF THE
 TR0047'CENTER LINE OF CHUCHANUT LANE, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 TR0047'ABOUT 1 1/2 FEET LOWER THAN THE TRACK, A CAP RIVETED ON THE TOP OF A 3
 TR0047'1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND. SEC 24, T
 TR0047'37N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0297 ***********************************************************************
 TR0297  DESIGNATION -  44 R S
 TR0297  PID         -  TR0297
 TR0297  STATE/COUNTY-  WA/ISLAND
 TR0297  USGS QUAD   -  DECEPTION PASS (1978)
 TR0297
 TR0297                         *CURRENT SURVEY CONTROL
 TR0297  ___________________________________________________________________
 TR0297* NAD 83(1986)-  48 24 16.     (N)    122 38 41.     (W)     SCALED    
 TR0297* NAVD 88     -        56.592  (meters)     185.67   (feet)  ADJUSTED  
 TR0297  ___________________________________________________________________
 TR0297  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 TR0297  DYNAMIC HT  -          56.606 (meters)     185.71  (feet)  COMP
 TR0297  MODELED GRAV-     980,863.7   (mgal)                       NAVD 88
 TR0297
 TR0297  VERT ORDER  -  FIRST     CLASS II
 TR0297
 TR0297.The horizontal coordinates were scaled from a topographic map and have
 TR0297.an estimated accuracy of +/- 6 seconds.
 TR0297
 TR0297.The orthometric height was determined by differential leveling
 TR0297.and adjusted by the National Geodetic Survey in June 1991..
 TR0297
 TR0297.The geoid height was determined by GEOID03.
 TR0297
 TR0297.The dynamic height is computed by dividing the NAVD 88
 TR0297.geopotential number by the normal gravity value computed on the
 TR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0297.degrees latitude (g = 980.6199 gals.).
 TR0297
 TR0297.The modeled gravity was interpolated from observed gravity values.
 TR0297
 TR0297;                    North         East    Units  Estimated Accuracy
 TR0297;SPC WA N     -   157,730.      365,900.      MT  (+/- 180 meters Scaled)
 TR0297
 TR0297                          SUPERSEDED SURVEY CONTROL
 TR0297
 TR0297  NGVD 29 (??/??/92)   55.440  (m)          181.89   (f) ADJ UNCH    1 2
 TR0297
 TR0297.Superseded values are not recommended for survey control.
 TR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0297.See file dsdata.txt to determine how the superseded data were derived.
 TR0297
 TR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU262613(NAD 83)
 TR0297_MARKER: DD = SURVEY DISK
 TR0297_SETTING: 80 = SET IN A BOULDER
 TR0297_STAMPING: 44 R S 182 1940
 TR0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0297+STABILITY: SURFACE MOTION
 TR0297
 TR0297  HISTORY     - Date     Condition        Report By
 TR0297  HISTORY     - 1940     MONUMENTED       USGS
 TR0297  HISTORY     - 1952     GOOD             NGS
 TR0297  HISTORY     - 20010331 GOOD             NGS
 TR0297  HISTORY     - 20050521 GOOD             USPSQD
 TR0297
 TR0297                          STATION DESCRIPTION
 TR0297
 TR0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0297'IN DECEPTION PASS.
 TR0297'AT DECEPTION PASS, 156.0 FEET SOUTH OF THE SOUTH END OF DECEPTION PASS
 TR0297'BRIDGE, IN THE TOP OF A 2- BY 4-FOOT BOULDER, 80 FEET NORTH OF THE
 TR0297'NORTH END OF A ROCKY CUT ON THE WEST SIDE OF THE HIGHWAY, 25 1/2 FEET
 TR0297'SOUTH OF THE EAST ONE OF TWO POSTS SUPPORTING A DEPARTMENT OF HIGHWAYS
 TR0297'HISTORIC SIGN, 19.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 TR0297'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 TR0297
 TR0297                          STATION RECOVERY (2001)
 TR0297
 TR0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0297'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 TR0297
 TR0297                          STATION RECOVERY (2005)
 TR0297
 TR0297'RECOVERY NOTE BY US POWER SQUADRON 2005 (MDR)
 TR0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4303 ***********************************************************************
 RD4303  DESIGNATION -  4401
 RD4303  PID         -  RD4303
 RD4303  STATE/COUNTY-  WA/CLARK
 RD4303  USGS QUAD   -  ORCHARDS (1990)
 RD4303
 RD4303                         *CURRENT SURVEY CONTROL
 RD4303  ___________________________________________________________________
 RD4303* NAD 83(1986)-  45 39 15.     (N)    122 33 28.     (W)     SCALED    
 RD4303* NAVD 88     -        61.739  (meters)     202.56   (feet)  ADJUSTED  
 RD4303  ___________________________________________________________________
 RD4303  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 RD4303  DYNAMIC HT  -          61.739 (meters)     202.56  (feet)  COMP
 RD4303  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 RD4303
 RD4303  VERT ORDER  -  SECOND    CLASS II
 RD4303
 RD4303.The horizontal coordinates were scaled from a topographic map and have
 RD4303.an estimated accuracy of +/- 6 seconds.
 RD4303
 RD4303.The orthometric height was determined by differential leveling
 RD4303.and adjusted by the National Geodetic Survey in April 1995..
 RD4303
 RD4303.The geoid height was determined by GEOID03.
 RD4303
 RD4303.The dynamic height is computed by dividing the NAVD 88
 RD4303.geopotential number by the normal gravity value computed on the
 RD4303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4303.degrees latitude (g = 980.6199 gals.).
 RD4303
 RD4303.The modeled gravity was interpolated from observed gravity values.
 RD4303
 RD4303;                    North         East    Units  Estimated Accuracy
 RD4303;SPC WA S     -    37,750.      339,620.      MT  (+/- 180 meters Scaled)
 RD4303
 RD4303                          SUPERSEDED SURVEY CONTROL
 RD4303
 RD4303  NGVD 29 (03/17/92)   60.689  (m)          199.11   (f) ADJUSTED    2 2
 RD4303
 RD4303.Superseded values are not recommended for survey control.
 RD4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4303.See file dsdata.txt to determine how the superseded data were derived.
 RD4303
 RD4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER344557(NAD 83)
 RD4303_MARKER: DB = BENCH MARK DISK
 RD4303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4303_SP_SET: TOP OF CURB
 RD4303_STAMPING: 4401  1990
 RD4303_MARK LOGO: WA-011
 RD4303_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4303+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 RD4303
 RD4303  HISTORY     - Date     Condition        Report By
 RD4303  HISTORY     - 1990     MONUMENTED       WA-011
 RD4303  HISTORY     - 20040311 GOOD             USPSQD
 RD4303  HISTORY     - 20050402 GOOD             USPSQD
 RD4303  HISTORY     - 20060607 GOOD             USPSQD
 RD4303
 RD4303                          STATION DESCRIPTION
 RD4303
 RD4303'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4303'IN TOP OF EAST CURB OF N.E. 112TH AVE.,0.5 MILES SOUTH OF INTERSECTION
 RD4303'WITH SR-500, AT INTERSECTION WITH N.E. MORROW ROAD, 17.0 FT (5.2 M)
 RD4303'SOUTH OF CENTERLINE OF MORROW, 45.1 FT (13.7 M) NORTH OF POWER POLE
 RD4303'NO. PUD A2215 51780SET 2 IN DIAM DOMED BRASS DISK
 RD4303
 RD4303                          STATION RECOVERY (2004)
 RD4303
 RD4303'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4303'RECOVERED IN GOOD CONDITION.
 RD4303
 RD4303                          STATION RECOVERY (2005)
 RD4303
 RD4303'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4303'RECOVERED IN GOOD CONDITION.
 RD4303
 RD4303                          STATION RECOVERY (2006)
 RD4303
 RD4303'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1453 ***********************************************************************
 SA1453  DESIGNATION -  441
 SA1453  PID         -  SA1453
 SA1453  STATE/COUNTY-  WA/GRANT
 SA1453  USGS QUAD   -  COYOTE RAPIDS (1986)
 SA1453
 SA1453                         *CURRENT SURVEY CONTROL
 SA1453  ___________________________________________________________________
 SA1453* NAD 83(1986)-  46 43 25.     (N)    119 32 09.     (W)     SCALED    
 SA1453* NAVD 88     -       135.416  (meters)     444.28   (feet)  ADJUSTED  
 SA1453  ___________________________________________________________________
 SA1453  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SA1453  DYNAMIC HT  -         135.426 (meters)     444.31  (feet)  COMP
 SA1453  MODELED GRAV-     980,687.9   (mgal)                       NAVD 88
 SA1453
 SA1453  VERT ORDER  -  SECOND    CLASS 0
 SA1453
 SA1453.The horizontal coordinates were scaled from a topographic map and have
 SA1453.an estimated accuracy of +/- 6 seconds.
 SA1453
 SA1453.The orthometric height was determined by differential leveling
 SA1453.and adjusted by the National Geodetic Survey in June 1991..
 SA1453
 SA1453.The geoid height was determined by GEOID03.
 SA1453
 SA1453.The dynamic height is computed by dividing the NAVD 88
 SA1453.geopotential number by the normal gravity value computed on the
 SA1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1453.degrees latitude (g = 980.6199 gals.).
 SA1453
 SA1453.The modeled gravity was interpolated from observed gravity values.
 SA1453
 SA1453;                    North         East    Units  Estimated Accuracy
 SA1453;SPC WA S     -   154,980.      573,700.      MT  (+/- 180 meters Scaled)
 SA1453
 SA1453                          SUPERSEDED SURVEY CONTROL
 SA1453
 SA1453  NGVD 29 (??/??/92)  134.356  (m)          440.80   (f) ADJ UNCH    2 0
 SA1453
 SA1453.Superseded values are not recommended for survey control.
 SA1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1453.See file dsdata.txt to determine how the superseded data were derived.
 SA1453
 SA1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM062775(NAD 83)
 SA1453_MARKER: P = PIPE CAP
 SA1453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1453_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1453_STAMPING: 441 WASH 1916
 SA1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1453
 SA1453  HISTORY     - Date     Condition        Report By
 SA1453  HISTORY     - 1916     MONUMENTED       USGS
 SA1453  HISTORY     - 1949     GOOD             NGS
 SA1453  HISTORY     - 1967     GOOD             NGS
 SA1453
 SA1453                          STATION DESCRIPTION
 SA1453
 SA1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1453'1.0 MI N FROM WAHLUKE.
 SA1453'1.0 MILE NORTH ALONG THE COUNTY ROAD LEADING TO CORFU FROM THE POST
 SA1453'OFFICE AT WAHLUKE, GRANT COUNTY, ABOUT 500 FEET NORTH OF THE ROAD, 72
 SA1453'FEET SOUTH OF A HOUSE OWNED BY A. MOODY, 23 FEET NORTH OF A SMALL
 SA1453'RAVINE, AND AT THE SOUTH END OF A DIRT CELLAR.  A U.S. GEOLOGICAL
 SA1453'SURVEY STANDARD CAP, STAMPED 441 WASH 1916 AND RIVETED ON THE TOP OF A
 SA1453'3-1/2-INCH IRON PIPE.
 SA1453
 SA1453                          STATION RECOVERY (1967)
 SA1453
 SA1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0352 ***********************************************************************
 TP0352  DESIGNATION -  442 J
 TP0352  PID         -  TP0352
 TP0352  STATE/COUNTY-  WA/FERRY
 TP0352  USGS QUAD   -  
 TP0352
 TP0352                         *CURRENT SURVEY CONTROL
 TP0352  ___________________________________________________________________
 TP0352* NAD 83(1986)-  49 00 00.     (N)    118 29 34.     (W)     SCALED    
 TP0352* NAVD 88     -       529.78   (+/-2cm)    1738.1    (feet)  VERTCON   
 TP0352  ___________________________________________________________________
 TP0352  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TP0352
 TP0352  VERT ORDER  -  ? (See Below)
 TP0352
 TP0352.The horizontal coordinates were scaled from a topographic map and have
 TP0352.an estimated accuracy of +/- 6 seconds.
 TP0352
 TP0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0352.The vertical order pertains to the NGVD 29 superseded value.
 TP0352
 TP0352.The geoid height was determined by GEOID03.
 TP0352
 TP0352;                    North         East    Units  Estimated Accuracy
 TP0352;SPC WA N     -   224,980.      671,250.      MT  (+/- 180 meters Scaled)
 TP0352
 TP0352                          SUPERSEDED SURVEY CONTROL
 TP0352
 TP0352  NGVD 29 (??/??/92)  528.526  (m)         1734.01   (f) ADJ UNCH    ?  
 TP0352
 TP0352.Superseded values are not recommended for survey control.
 TP0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0352.See file dsdata.txt to determine how the superseded data were derived.
 TP0352
 TP0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ908285(NAD 83)
 TP0352_MARKER: DD = SURVEY DISK
 TP0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0352_SP_SET: CONCRETE BASE
 TP0352_STAMPING: 442 J
 TP0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0352
 TP0352  HISTORY     - Date     Condition        Report By
 TP0352  HISTORY     - UNK      MONUMENTED       GSC
 TP0352  HISTORY     - 1940     GOOD             BOR
 TP0352
 TP0352                          STATION DESCRIPTION
 TP0352
 TP0352'DESCRIBED BY US BUREAU OF RECLAMATION 1940
 TP0352'1.1 MI N FROM DANVILLE.
 TP0352'ABOUT 1.1 MILES NORTH ALONG A ROAD FROM THE POST OFFICE AT DANVILLE,
 TP0352'FERRY COUNTY, ABOUT 0.5 MILE NORTH OF THE U.S. IMMIGRATION BUILDINGS,
 TP0352'ABOUT 400 FEET SOUTHWEST OF THE CANADIAN IMMIGRATION BUILDING, AT
 TP0352'INTERNATIONAL BOUNDARY MARKER 155, IN THE NORTH SIDE OF THE CONCRETE
 TP0352'BASE, AND IN A SMALL RECESS.  A SMALL BRASS DISK, STAMPED 442 J AND
 TP0352'MARKED OTTAWA BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0279 ***********************************************************************
 SA0279  DESIGNATION -  443
 SA0279  PID         -  SA0279
 SA0279  STATE/COUNTY-  WA/WALLA WALLA
 SA0279  USGS QUAD   -  TOUCHET (1991)
 SA0279
 SA0279                         *CURRENT SURVEY CONTROL
 SA0279  ___________________________________________________________________
 SA0279* NAD 83(1986)-  46 02 24.     (N)    118 40 22.     (W)     SCALED    
 SA0279* NAVD 88     -       136.120  (meters)     446.59   (feet)  ADJUSTED  
 SA0279  ___________________________________________________________________
 SA0279  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SA0279  DYNAMIC HT  -         136.119 (meters)     446.58  (feet)  COMP
 SA0279  MODELED GRAV-     980,602.4   (mgal)                       NAVD 88
 SA0279
 SA0279  VERT ORDER  -  FIRST     CLASS I
 SA0279
 SA0279.The horizontal coordinates were scaled from a topographic map and have
 SA0279.an estimated accuracy of +/- 6 seconds.
 SA0279
 SA0279.The orthometric height was determined by differential leveling
 SA0279.and adjusted by the National Geodetic Survey in June 1991..
 SA0279
 SA0279.The geoid height was determined by GEOID03.
 SA0279
 SA0279.The dynamic height is computed by dividing the NAVD 88
 SA0279.geopotential number by the normal gravity value computed on the
 SA0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0279.degrees latitude (g = 980.6199 gals.).
 SA0279
 SA0279.The modeled gravity was interpolated from observed gravity values.
 SA0279
 SA0279;                    North         East    Units  Estimated Accuracy
 SA0279;SPC WA S     -    80,180.      641,420.      MT  (+/- 180 meters Scaled)
 SA0279
 SA0279                          SUPERSEDED SURVEY CONTROL
 SA0279
 SA0279.No superseded survey control is available for this station.
 SA0279
 SA0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL705998(NAD 83)
 SA0279_MARKER: DD = SURVEY DISK
 SA0279_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SA0279_SP_SET: DILL HOLE IN FOOTING
 SA0279_STAMPING: 443 WASH 1915
 SA0279_MARK LOGO: USGS  
 SA0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0279+STABILITY: SURFACE MOTION
 SA0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA0279+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1989
 SA0279
 SA0279  HISTORY     - Date     Condition        Report By
 SA0279  HISTORY     - 1915     MONUMENTED       USGS
 SA0279  HISTORY     - 1968     GOOD             NGS
 SA0279  HISTORY     - 1978     GOOD             NGS
 SA0279  HISTORY     - 19891026 GOOD             NGS
 SA0279  HISTORY     - 20031026 GOOD             GEOCAC
 SA0279
 SA0279                          STATION DESCRIPTION
 SA0279
 SA0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0279'IN TOUCHET.
 SA0279'AT TOUCHET, ALONG U.S. HIGHWAY 12, 0.15 MILE WEST OF THE GRAIN
 SA0279'ELEVATOR, 264.5 FEET WEST OF THE NORTHWEST CORNER OF THE ABANDONED
 SA0279'UNION PACIFIC RAILROAD STATION, IN THE TOP OF THE NORTHEAST CORNER OF
 SA0279'THE SOUTHEAST ONE OF A GROUP OF CONCRETE FOUNDATIONS FOR A FORMER
 SA0279'WATER TOWER, 156 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22.5
 SA0279'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND ABOUT LEVEL WITH
 SA0279'THE HIGHWAY AND TRACK.
 SA0279
 SA0279                          STATION RECOVERY (1978)
 SA0279
 SA0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SA0279'AT TOUCHET ABOUT 50 YARDS SOUTH OF THE HIGHWAY ONE BLOCK NORTH OF THE
 SA0279'POST OFFICE 22 FEET SOUTH OF THE RAILROAD 22 FEET WEST OF THE
 SA0279'PROJECTED CENTERLINE OF THE STREET TO THE SOUTH AND ON LINE WITH THE
 SA0279'STORE FRONTS IN THE TOP OF THE SOUTHEAST ONE OF A GROUP OF CONCRETE
 SA0279'FOUNDATIONS FOR A FORMER WATER TANK WHICH PROJECT 6 INCHES ABOVE
 SA0279'GROUND.
 SA0279
 SA0279                          STATION RECOVERY (1989)
 SA0279
 SA0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SA0279'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) SOUTHWEST OF PRESCOTT,
 SA0279'37.0 KM (23.0 MI) SOUTHEAST OF PASCO, 25.8 KM (16.0 MI) WEST OF WALLA
 SA0279'WALLA AND ON BURLINGTON- NORTHERN RAILRAOD RIGHT-OF-WAY IN THE CITY
 SA0279'OF TOUCHET.
 SA0279'TO REACH FROM THE JUNCTION OF US HIGHWAY 12 AND WALNUT ROAD IN
 SA0279'TOUCHET, GO SOUTHERLY ON WALNUT ROAD FOR 0.16 KM (0.10 MI) TO THE
 SA0279'RAILROAD CROSSING.  TRUN RIGHT AND GO WEST ALONG THE SOUTH SIDE OF
 SA0279'THE TRACKS FOR 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 SA0279'THE AMRK IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 SA0279'CONCRETE FOOTING FOR THE FORMER RAILROAD WATER TANK.  IT IS 7.9 M
 SA0279'(25.9 FT) SOUTH OF THE CENTER OF THE MAIN LINE TRACK AND FLUSH WITH
 SA0279'THE GROUND SURFACE.
 SA0279
 SA0279                          STATION RECOVERY (2003)
 SA0279
 SA0279'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0826 ***********************************************************************
 SA0826  DESIGNATION -  445 GP 2 RESET
 SA0826  PID         -  SA0826
 SA0826  STATE/COUNTY-  WA/FRANKLIN
 SA0826  USGS QUAD   -  GLADE (1992)
 SA0826
 SA0826                         *CURRENT SURVEY CONTROL
 SA0826  ___________________________________________________________________
 SA0826* NAD 83(1986)-  46 17 00.     (N)    119 06 31.     (W)     SCALED    
 SA0826* NAVD 88     -       128.691  (meters)     422.21   (feet)  ADJUSTED  
 SA0826  ___________________________________________________________________
 SA0826  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA0826  DYNAMIC HT  -         128.695 (meters)     422.23  (feet)  COMP
 SA0826  MODELED GRAV-     980,649.4   (mgal)                       NAVD 88
 SA0826
 SA0826  VERT ORDER  -  FIRST     CLASS II
 SA0826
 SA0826.The horizontal coordinates were scaled from a topographic map and have
 SA0826.an estimated accuracy of +/- 6 seconds.
 SA0826
 SA0826.The orthometric height was determined by differential leveling
 SA0826.and adjusted by the National Geodetic Survey in June 1991..
 SA0826
 SA0826.The geoid height was determined by GEOID03.
 SA0826
 SA0826.The dynamic height is computed by dividing the NAVD 88
 SA0826.geopotential number by the normal gravity value computed on the
 SA0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0826.degrees latitude (g = 980.6199 gals.).
 SA0826
 SA0826.The modeled gravity was interpolated from observed gravity values.
 SA0826
 SA0826;                    North         East    Units  Estimated Accuracy
 SA0826;SPC WA S     -   106,540.      607,220.      MT  (+/- 180 meters Scaled)
 SA0826
 SA0826                          SUPERSEDED SURVEY CONTROL
 SA0826
 SA0826  NGVD 29 (??/??/92)  127.664  (m)          418.84   (f) ADJ UNCH    1 2
 SA0826
 SA0826.Superseded values are not recommended for survey control.
 SA0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0826.See file dsdata.txt to determine how the superseded data were derived.
 SA0826
 SA0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM375276(NAD 83)
 SA0826_MARKER: Z = SEE DESCRIPTION
 SA0826_SETTING: 0 = UNSPECIFIED SETTING
 SA0826_STAMPING: GP2 445
 SA0826_MARK LOGO: USGS  
 SA0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0826
 SA0826  HISTORY     - Date     Condition        Report By
 SA0826  HISTORY     - UNK      MONUMENTED       USGS
 SA0826  HISTORY     - 1944     GOOD             CGS
 SA0826
 SA0826                          STATION DESCRIPTION
 SA0826
 SA0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0826'3.6 MI N FROM PASCO.
 SA0826'ALONG THE NORTHERN PACIFIC RAILROAD 3.6 MILES NORTH OF THE STATION AT
 SA0826'PASCO, 408 FEET NORTH OF MILEPOST 142, 78 FEET NORTH OF SIGNAL TOWER
 SA0826'141.8, 24 FEET EAST OF EAST RAIL, 198 FEET WEST OF THE CENTER LINE OF
 SA0826'THE HIGHWAY, UNDER POLE LINE, 3 FEET WEST OF A 4 INCH X 4 INCH WHITE
 SA0826'WOODEN POST, LEVEL WITH TRACK, 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0827 ***********************************************************************
 SA0827  DESIGNATION -  445 GP 2 RESET
 SA0827  PID         -  SA0827
 SA0827  STATE/COUNTY-  WA/FRANKLIN
 SA0827  USGS QUAD   -  GLADE (1992)
 SA0827
 SA0827                         *CURRENT SURVEY CONTROL
 SA0827  ___________________________________________________________________
 SA0827* NAD 83(1986)-  46 17 00.     (N)    119 06 32.     (W)     SCALED    
 SA0827* NAVD 88     -       129.50   (meters)     424.9    (feet)  RESET     
 SA0827  ___________________________________________________________________
 SA0827  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA0827
 SA0827  VERT ORDER  -  THIRD
 SA0827
 SA0827.This mark is at Tri-Cities Airport (PSC)
 SA0827
 SA0827.The horizontal coordinates were scaled from a topographic map and have
 SA0827.an estimated accuracy of +/- 6 seconds.
 SA0827
 SA0827.The orthometric height was computed from unverified reset data.
 SA0827.No vertical observational check was made to the station.
 SA0827
 SA0827.The geoid height was determined by GEOID03.
 SA0827
 SA0827;                    North         East    Units  Estimated Accuracy
 SA0827;SPC WA S     -   106,540.      607,200.      MT  (+/- 180 meters Scaled)
 SA0827
 SA0827                          SUPERSEDED SURVEY CONTROL
 SA0827
 SA0827  NGVD 29 (??/??/??)  128.47   (m)          421.5    (f) RESET       3  
 SA0827
 SA0827.Superseded values are not recommended for survey control.
 SA0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0827.See file dsdata.txt to determine how the superseded data were derived.
 SA0827
 SA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM375276(NAD 83)
 SA0827_MARKER: DD = SURVEY DISK
 SA0827_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0827_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0827_STAMPING: 445 GP 2 RESET 1954
 SA0827_MARK LOGO: NPRR  
 SA0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0827
 SA0827  HISTORY     - Date     Condition        Report By
 SA0827  HISTORY     - 1954     MONUMENTED       NPRR
 SA0827  HISTORY     - 1963     GOOD             CGS
 SA0827  HISTORY     - 1973     MARK NOT FOUND   USGS
 SA0827
 SA0827                          STATION DESCRIPTION
 SA0827
 SA0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SA0827'3.6 MI N FROM PASCO.
 SA0827'3.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SA0827'PASCO, FRANKLIN COUNTY, ABOUT 408 FEET NORTH OF MILEPOST 142, 78 FEET
 SA0827'NORTH OF SIGNAL 1418, ABOUT 198 FEET WEST OF THE CENTERLINE OF U.S.
 SA0827'HIGHWAY 395, 24 FEET EAST OF THE EAST RAIL, IN LINE WITH A ROW OF
 SA0827'POLES, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL
 SA0827'WITH THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 SA0827'PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  NOTE-- IT APPEARS THAT
 SA0827'THIS MARK WAS RESET INSIDE THE FENCE AT THE PASCO AIRPORT.
 SA0827
 SA0827                          STATION RECOVERY (1973)
 SA0827
 SA0827'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SA0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0316 ***********************************************************************
 SB0316  DESIGNATION -  450 USIIS
 SB0316  PID         -  SB0316
 SB0316  STATE/COUNTY-  WA/YAKIMA
 SB0316  USGS QUAD   -  WAPATO (1985)
 SB0316
 SB0316                         *CURRENT SURVEY CONTROL
 SB0316  ___________________________________________________________________
 SB0316* NAD 83(1986)-  46 25 24.     (N)    120 22 45.     (W)     SCALED    
 SB0316* NAVD 88     -       250.150  (meters)     820.70   (feet)  ADJUSTED  
 SB0316  ___________________________________________________________________
 SB0316  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SB0316  DYNAMIC HT  -         250.152 (meters)     820.71  (feet)  COMP
 SB0316  MODELED GRAV-     980,613.8   (mgal)                       NAVD 88
 SB0316
 SB0316  VERT ORDER  -  FIRST     CLASS II
 SB0316
 SB0316.The horizontal coordinates were scaled from a topographic map and have
 SB0316.an estimated accuracy of +/- 6 seconds.
 SB0316
 SB0316.The orthometric height was determined by differential leveling
 SB0316.and adjusted by the National Geodetic Survey in June 1991..
 SB0316
 SB0316.The geoid height was determined by GEOID03.
 SB0316
 SB0316.The dynamic height is computed by dividing the NAVD 88
 SB0316.geopotential number by the normal gravity value computed on the
 SB0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0316.degrees latitude (g = 980.6199 gals.).
 SB0316
 SB0316.The modeled gravity was interpolated from observed gravity values.
 SB0316
 SB0316;                    North         East    Units  Estimated Accuracy
 SB0316;SPC WA S     -   121,160.      509,290.      MT  (+/- 180 meters Scaled)
 SB0316
 SB0316                          SUPERSEDED SURVEY CONTROL
 SB0316
 SB0316  NGVD 29 (??/??/92)  249.100  (m)          817.26   (f) ADJ UNCH    1 2
 SB0316
 SB0316.Superseded values are not recommended for survey control.
 SB0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0316.See file dsdata.txt to determine how the superseded data were derived.
 SB0316
 SB0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS013444(NAD 83)
 SB0316_MARKER: DD = SURVEY DISK
 SB0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0316_SP_SET: WALL
 SB0316_STAMPING: 450 817.55
 SB0316_MARK LOGO: USIIS 
 SB0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0316
 SB0316  HISTORY     - Date     Condition        Report By
 SB0316  HISTORY     - UNK      MONUMENTED       DI
 SB0316  HISTORY     - 1962     GOOD             NGS
 SB0316  HISTORY     - 1982     GOOD             NGS
 SB0316  HISTORY     - 1989     GOOD             USPSQD
 SB0316
 SB0316                          STATION DESCRIPTION
 SB0316
 SB0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0316'2.7 MI SE FROM WAPATO.
 SB0316'2.7 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0316'STATION AT WAPATO, YAKIMA COUNTY, 175 FEET NORTHEAST OF THE TRACK, 25
 SB0316'FEET NORTHEAST OF THE CENTERLINE OF OLD STATE HIGHWAY 3 A (KNOWN AS
 SB0316'THE OLD TRACK ROAD), AT AN IRRIGATION-CANAL SPILLWAY, IN THE TOP OF
 SB0316'THE SPILLWAY WALL, AND 2.4 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 SB0316'WALL.  A UNITED STATES INDIAN IRRIGATION SERVICE STANDARD DISK,
 SB0316'STAMPED 450.
 SB0316
 SB0316                          STATION RECOVERY (1982)
 SB0316
 SB0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0316'RECOVERED IN GOOD CONDITION.
 SB0316
 SB0316                          STATION RECOVERY (1989)
 SB0316
 SB0316'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4320 ***********************************************************************
 RD4320  DESIGNATION -  4511
 RD4320  PID         -  RD4320
 RD4320  STATE/COUNTY-  WA/CLARK
 RD4320  USGS QUAD   -  VANCOUVER (1990)
 RD4320
 RD4320                         *CURRENT SURVEY CONTROL
 RD4320  ___________________________________________________________________
 RD4320* NAD 83(1986)-  45 38 55.     (N)    122 42 59.     (W)     SCALED    
 RD4320* NAVD 88     -        10.40   (meters)      34.1    (feet)  N HEIGHT  
 RD4320  ___________________________________________________________________
 RD4320  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD4320  DYNAMIC HT  -          10.40  (meters)      34.1   (feet)  COMP
 RD4320  MODELED GRAV-     980,627.9   (mgal)                       NAVD 88
 RD4320
 RD4320  VERT ORDER  -  THIRD
 RD4320
 RD4320.The horizontal coordinates were scaled from a topographic map and have
 RD4320.an estimated accuracy of +/- 6 seconds.
 RD4320
 RD4320.The orthometric height was determined by differential leveling
 RD4320.and adjusted by the National Geodetic Survey in October 1996..
 RD4320.The height was determined by precise leveling from only one NSRS
 RD4320.bench mark.  This was not adequate "tie leveling" to NSRS and was
 RD4320.allowed ONLY to validate the GPS-derived height.
 RD4320
 RD4320.The geoid height was determined by GEOID03.
 RD4320
 RD4320.The dynamic height is computed by dividing the NAVD 88
 RD4320.geopotential number by the normal gravity value computed on the
 RD4320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4320.degrees latitude (g = 980.6199 gals.).
 RD4320
 RD4320.The modeled gravity was interpolated from observed gravity values.
 RD4320
 RD4320;                    North         East    Units  Estimated Accuracy
 RD4320;SPC WA S     -    37,470.      327,240.      MT  (+/- 180 meters Scaled)
 RD4320
 RD4320                          SUPERSEDED SURVEY CONTROL
 RD4320
 RD4320.No superseded survey control is available for this station.
 RD4320
 RD4320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER220550(NAD 83)
 RD4320_MARKER: DB = BENCH MARK DISK
 RD4320_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4320_SP_SET: PREFAB CONC. POST IN EARTH
 RD4320_STAMPING: BM 4511 1989
 RD4320_MARK LOGO: WADT  
 RD4320_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4320+SATELLITE: SATELLITE OBSERVATIONS - 1989
 RD4320
 RD4320  HISTORY     - Date     Condition        Report By
 RD4320  HISTORY     - 1989     MONUMENTED       WA-011
 RD4320  HISTORY     - 20020224 MARK NOT FOUND   USPSQD
 RD4320
 RD4320                          STATION DESCRIPTION
 RD4320
 RD4320'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4320'WEST OF CITY OF VANCOUVER, ON LOWER RIVER ROAD (SR 501), APPROX. 1.76
 RD4320'KM (1.09 MI) NW OF INTERSECTION OF LOWER RIVER ROAD AND WEST 26TH
 RD4320'STREET, 143.8 FT (43.8 M) EAST OF CENTERLINE OF A DRIVEWAY, 4.0 FT
 RD4320'(1.2 M) SOUTH OF EDGE OF PAVEMENT, IN SHOULDER OF ROAD, SET CONCRETE
 RD4320'MONUMENT WITH 2 INCH BRASS DISK. SET POST AND SIGN AT POINTDATUM
 RD4320'POINT IS TOP OF 3/16 INCH BRASS DOMED SCREW HEAD SET IN CENTER OF
 RD4320'FLAT 2 INCH BRASS DISK.
 RD4320
 RD4320                          STATION RECOVERY (2002)
 RD4320
 RD4320'RECOVERY NOTE BY US POWER SQUADRON 2002 (HWC)
 RD4320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1580 ***********************************************************************
 SA1580  DESIGNATION -  457
 SA1580  PID         -  SA1580
 SA1580  STATE/COUNTY-  WA/GRANT
 SA1580  USGS QUAD   -  PRIEST RAPIDS (1978)
 SA1580
 SA1580                         *CURRENT SURVEY CONTROL
 SA1580  ___________________________________________________________________
 SA1580* NAD 83(1986)-  46 39 03.     (N)    119 53 32.     (W)     SCALED    
 SA1580* NAVD 88     -       140.125  (meters)     459.73   (feet)  ADJUSTED  
 SA1580  ___________________________________________________________________
 SA1580  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 SA1580  DYNAMIC HT  -         140.133 (meters)     459.75  (feet)  COMP
 SA1580  MODELED GRAV-     980,675.2   (mgal)                       NAVD 88
 SA1580
 SA1580  VERT ORDER  -  SECOND    CLASS 0
 SA1580
 SA1580.The horizontal coordinates were scaled from a topographic map and have
 SA1580.an estimated accuracy of +/- 6 seconds.
 SA1580
 SA1580.The orthometric height was determined by differential leveling
 SA1580.and adjusted by the National Geodetic Survey in June 1991..
 SA1580
 SA1580.The geoid height was determined by GEOID03.
 SA1580
 SA1580.The dynamic height is computed by dividing the NAVD 88
 SA1580.geopotential number by the normal gravity value computed on the
 SA1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1580.degrees latitude (g = 980.6199 gals.).
 SA1580
 SA1580.The modeled gravity was interpolated from observed gravity values.
 SA1580
 SA1580;                    North         East    Units  Estimated Accuracy
 SA1580;SPC WA S     -   146,620.      546,520.      MT  (+/- 180 meters Scaled)
 SA1580
 SA1580                          SUPERSEDED SURVEY CONTROL
 SA1580
 SA1580  NGVD 29 (??/??/92)  139.055  (m)          456.22   (f) ADJ UNCH    2 0
 SA1580
 SA1580.Superseded values are not recommended for survey control.
 SA1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1580.See file dsdata.txt to determine how the superseded data were derived.
 SA1580
 SA1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM786704(NAD 83)
 SA1580_MARKER: P = PIPE CAP
 SA1580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1580_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1580_STAMPING: 457 WASH 1913
 SA1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1580
 SA1580  HISTORY     - Date     Condition        Report By
 SA1580  HISTORY     - 1913     MONUMENTED       USGS
 SA1580  HISTORY     - 1946     GOOD             NGS
 SA1580  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA1580
 SA1580                          STATION DESCRIPTION
 SA1580
 SA1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SA1580'14.35 MI S FROM BEVERLY.
 SA1580'ALONG BEVERLY-WAHLUKE GRAVEL ROAD WHICH FOLLOWS THE COLUMBIA RIVER,
 SA1580'14.35 MILES SOUTH OF THE RAILROAD HOTEL AT BEVERLY, 8.0 MILES SOUTH OF
 SA1580'OLD ABANDONED BEND SCHOOL HOUSE, 0.05 MILE SOUTHWEST OF A RIGHT ANGLE
 SA1580'TURN IN THE ROAD, AT EAST CORNER OF FENCE AROUND A GRASS MEADOW AND AT
 SA1580'NORTHEAST EDGE OF DRY LAKE BED, 32.0 FEET NORTHWEST OF CENTER OF ROAD,
 SA1580'13.0 FEET NORTHWEST OF FENCE CORNER POST, 3.0 FEET NORTHWEST OF
 SA1580'REFERENCE POST, A U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED ON TOP OF
 SA1580'A 3 1/2 INCH GALVANIZED IRON PIPE ABOUT THE SAME ELEVATION AS THE ROAD
 SA1580'AND PROJECTING 1.4 FOOT ABOVE GROUND.
 SA1580
 SA1580                          STATION RECOVERY (1967)
 SA1580
 SA1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5506 ***********************************************************************
 AC5506  DESIGNATION -  45+90 250L
 AC5506  PID         -  AC5506
 AC5506  STATE/COUNTY-  WA/SPOKANE
 AC5506  USGS QUAD   -  FOUR LAKES (1973)
 AC5506
 AC5506                         *CURRENT SURVEY CONTROL
 AC5506  ___________________________________________________________________
 AC5506* NAD 83(1998)-  47 37 13.34460(N)    117 31 59.32617(W)     ADJUSTED  
 AC5506* NAVD 88     -       718.4    (meters)    2357.     (feet)  GPS OBS   
 AC5506  ___________________________________________________________________
 AC5506  X           -  -1,991,175.327 (meters)                     COMP
 AC5506  Y           -  -3,819,615.537 (meters)                     COMP
 AC5506  Z           -   4,689,046.113 (meters)                     COMP
 AC5506  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AC5506  ELLIP HEIGHT-         700.00  (meters)          (09/27/01) GPS OBS
 AC5506  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 AC5506
 AC5506  HORZ ORDER  -  THIRD
 AC5506  ELLP ORDER  -  FOURTH    CLASS I
 AC5506
 AC5506.This mark is at Spokane Intl Airport (GEG)
 AC5506
 AC5506.The horizontal coordinates were established by GPS observations
 AC5506.and adjusted by the National Geodetic Survey in September 2001..
 AC5506.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5506.DATUM ITEM on the data sheet items page.
 AC5506
 AC5506.The orthometric height was determined by GPS observations and a
 AC5506.high-resolution geoid model.
 AC5506
 AC5506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5506
 AC5506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5506
 AC5506.The ellipsoidal height was determined by GPS observations
 AC5506.and is referenced to NAD 83.
 AC5506
 AC5506.The geoid height was determined by GEOID03.
 AC5506
 AC5506;                    North         East     Units Scale Factor Converg.
 AC5506;SPC WA N     -    74,292.694   747,997.925   MT  0.99997972   +2 27 25.4
 AC5506;SPC WA N     -   243,741.95  2,454,056.53   sFT  0.99997972   +2 27 25.4
 AC5506;UTM  11      - 5,274,245.403   459,938.854   MT  0.99961972   -0 23 37.8
 AC5506
 AC5506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5506!SPC WA N     -   0.99989030  x   0.99997972  =   0.99987002
 AC5506!UTM  11      -   0.99989030  x   0.99961972  =   0.99951006
 AC5506
 AC5506                          SUPERSEDED SURVEY CONTROL
 AC5506
 AC5506  NAD 83(1991)-  47 37 13.34445(N)    117 31 59.32725(W) AD(       ) 3
 AC5506  ELLIP H (06/15/99)  700.03   (m)                       GP(       ) 4 1
 AC5506
 AC5506.Superseded values are not recommended for survey control.
 AC5506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5506.See file dsdata.txt to determine how the superseded data were derived.
 AC5506
 AC5506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5993974245(NAD 83)
 AC5506_MARKER: DD = SURVEY DISK
 AC5506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5506_STAMPING: 45+90 250L 57
 AC5506_MARK LOGO: USE   
 AC5506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5506+STABILITY: SURFACE MOTION
 AC5506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5506+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1997
 AC5506
 AC5506  HISTORY     - Date     Condition        Report By
 AC5506  HISTORY     - 1957     MONUMENTED       USE
 AC5506  HISTORY     - 19960726 GOOD             CHANCE
 AC5506  HISTORY     - 19970809 GOOD             NGS
 AC5506
 AC5506                          STATION DESCRIPTION
 AC5506
 AC5506'DESCRIBED BY US ENGINEERS 1957 (EP)
 AC5506'THE STATION IS LOCATED NEAR THE CENTER OF SPOKANE INTL AIRPORT, NEAR
 AC5506'AN ABANDONED LOOP ROAD AND A WINDSOCK.  THE STATION IS 250 FT (76.2 M)
 AC5506'SOUTHEAST OF THE CENTERLINE OF RUNWAY 3-21, 253.13 FT (77.15 M) NORTH
 AC5506'OF ARP 1964, 193.3 FT (58.9 M) NORTHWEST OF THE WINDSOCK, 143.5 FT
 AC5506'(43.7 M) SOUTHWEST OF THE SOUTHWEST EDGE OF A TAXIWAY AND 147.3 FT
 AC5506'(44.9 M) SOUTHWEST OF THE TAXIWAY EDGE AT THE PAINTED HOLD BAR.  THE
 AC5506'STATION IS A STANDARD USE BRASS CAP SET IN THE TOP OF A 6 INCH
 AC5506'CONCRETE MONUMENT, PROJECTING 1 INCH AND STAMPED 45+90 250L 57.
 AC5506
 AC5506                          STATION RECOVERY (1996)
 AC5506
 AC5506'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5506'THE STATION IS LOCATED ABOUT 23 MILES (37.0 KM) SOUTH OF DEER PARK,
 AC5506'22.5 MILES (36.2 KM) WEST OF THE WASHINGTON - IDAHO STATE LINE, 6
 AC5506'MILES (9.7 KM) WEST OF SPOKANE AT THE SPOKANE INTERNATIONAL AIRPORT,
 AC5506'DENNIS LOCKE - AIRPORT OPERATIONS, PHONE 509-455-6418  TO REACH THE
 AC5506'STATION FROM THE JUNCTION OF INTERSTAE 90 AND US HIGHWAY 2 WEST OF
 AC5506'SPOKANE, PROCEED NORTH ON US HIGHWAY 2 1.05 MILES (1.69 KM) TO THE
 AC5506'AIRPORT ROAD EXIT, EXIT AND PROCEED WEST 2.0 MILES (3.2 KM) TO A
 AC5506'THREE-WAY STOP AND POST OFFICE ROAD ON THE LEFT, TURN LEFT AND PROCEED
 AC5506'SOUTH ON POST OFFICE ROAD 0.1 MILES (0.2 KM) TO AVIATION AVENUE, TURN
 AC5506'RIGHT AND PROCEED EAST ON AVIATION AVENUE 0.05 MILES (0.08 KM) TO A
 AC5506'LOCKED GATE, OBTAIN PERMISSION AND PROCEED EAST THROUGH THE GATE 0.1
 AC5506'MILES (0.2 KM) TO AN ABANDONED RUNWAY, TURN RIGHT AND PROCEED SOUTH ON
 AC5506'THE ABANDONED RUNWAY, 0.2 MILES (0.3 KM) TO TAXIWAY A AT THE JUNCTION
 AC5506'WITH TAXIWAYS F AND A7, TURN RIGHT AND PROCEED SOUTHWEST ON TAXIWAY A
 AC5506'0.4 MILE (0.6 KM) TO JUNCTION WITH TAXIWAY D, TURN LEFT AND PROCEED
 AC5506'SOUTHEAST AND SOUTH ON TAXIWAY D 0.15 MILES (0.24 KM) ACROSS RUNWAY
 AC5506'3-21 TO THE STATION ON THE RIGHT  THE STATION IS A US ARMY CORPS OF
 AC5506'ENGINEERS SURVEY DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT,
 AC5506'PROJECTING APPROXIMATELY 5 CM ABOVE THE GROUND.  THE STATION IS
 AC5506'LOCATED 58.8 M (192.9 FT) NORTHWEST OF A WINDSOCK, 77.15 M (253.12 FT)
 AC5506'NORTH OF THE SURVEY MONUMENT -ARP 1964-, 31.0 M (101.7 FT) SOUTHWEST
 AC5506'OF A -HOLD SHORT- SIGN, 43.35 M (142.22 FT) WEST OF THE WEST EDGE OF
 AC5506'TAXIWAY D AND 6.75 M (22.15 FT) NORTH OF THE CENTER OF A MANHOLE COVER
 AC5506
 AC5506                          STATION RECOVERY (1997)
 AC5506
 AC5506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC5506'THE STATION IS LOCATED AT SPOKANE INTL AIRPORT IN THE SOUTHWEST
 AC5506'QUADRANT OF THE INTERSECTION OF RUNWAY 3-21 AND TAXIWAY D.
 AC5506'OWNERSHIP--CITY/COUNTY OF SPOKANE, DENNIS LOCKE, DIRECTOR OF AIRPORT
 AC5506'OPERATIONS, P O BOX 19186, SPOKANE, WA 99219.  THE PHONE NUMBER IS
 AC5506'(509) 455-6418.  TO REACH THE STATION FROM THE INTERSECTION OF US
 AC5506'INTERSTATE HIGHWAY 90 AND GROVE ROAD ON THE WEST SIDE OF SPOKANE, GO
 AC5506'NORTHWEST FOR 0.15 MI (0.24 KM) ON GROVE ROAD TO THE INTERSECTION WITH
 AC5506'GEIGER BOULEVARD, CROSS THROUGH THE INTERSECTION AND GO WESTERLY FOR
 AC5506'0.3 MI (0.5 KM) ON WILL D ALTON LANE TO A PAVED ROAD RIGHT.  TURN
 AC5506'RIGHT AND GO NORTHERLY FOR 1.0 MI (1.6 KM) ON SPOTTED ROAD TO A PAVED
 AC5506'DRIVE LEFT LEADING TO AIRPORT SECURITY GATE 25.  TURN LEFT AND GO
 AC5506'WESTERLY FOR 0.1 MI (0.2 KM) PASSING THROUGH THE SECURITY GATE TO THE
 AC5506'AIRPORT PERIMETER ROAD.  TURN RIGHT AND GO WESTERLY FOR 0.5 MI (0.8
 AC5506'KM) ALONG THE PERIMETER ROAD TO THE FEDEX RAMP AND TAXIWAY A7 ON THE
 AC5506'LEFT.  TURN LEFT AND GO SOUTHWEST ON TAXIWAY A7 FOR 100-FEET TO THE
 AC5506'INTERSECTION WITH PARALLEL TAXIWAY A, TURN RIGHT AND GO SOUTHWEST FOR
 AC5506'0.4 MI (0.6 KM) TO THE INTERSECTION WITH TAXIWAY D, TURN LEFT AND GO
 AC5506'SOUTHERLY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT JUST AFTER
 AC5506'CROSSING RUNWAY 3-21.  THE STATION IS LOCATED 58.8 M (192.9 FT) NORTH
 AC5506'OF A WINDSOCK, 77.2 M (253.3 FT) NORTHEAST OF STATION ARP 1964, 43.4 M
 AC5506'(142.4 FT) WEST OF THE WEST EDGE OF TAXIWAY D, 31.0 M (101.7 FT)
 AC5506'WEST-SOUTHWEST OF A HOLD SHORT SIGN, AND 6.8 NORTH-NORTHEAST OF THE
 AC5506'CENTER OF A MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0308 ***********************************************************************
 TR0308  DESIGNATION -  46 R S
 TR0308  PID         -  TR0308
 TR0308  STATE/COUNTY-  WA/ISLAND
 TR0308  USGS QUAD   -  OAK HARBOR (1973)
 TR0308
 TR0308                         *CURRENT SURVEY CONTROL
 TR0308  ___________________________________________________________________
 TR0308* NAD 83(1991)-  48 20 51.36438(N)    122 39 09.13139(W)     ADJUSTED  
 TR0308* NAVD 88     -         5.159  (meters)      16.93   (feet)  ADJUSTED  
 TR0308  ___________________________________________________________________
 TR0308  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 TR0308  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TR0308  DYNAMIC HT  -           5.160 (meters)      16.93  (feet)  COMP
 TR0308  MODELED GRAV-     980,861.3   (mgal)                       NAVD 88
 TR0308
 TR0308  HORZ ORDER  -  SECOND
 TR0308  VERT ORDER  -  FIRST     CLASS II
 TR0308
 TR0308.The horizontal coordinates were established by classical geodetic methods
 TR0308.and adjusted by the National Geodetic Survey in December 1991..
 TR0308
 TR0308.The orthometric height was determined by differential leveling
 TR0308.and adjusted by the National Geodetic Survey in June 1991..
 TR0308
 TR0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0308
 TR0308.The geoid height was determined by GEOID03.
 TR0308
 TR0308.The dynamic height is computed by dividing the NAVD 88
 TR0308.geopotential number by the normal gravity value computed on the
 TR0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0308.degrees latitude (g = 980.6199 gals.).
 TR0308
 TR0308.The modeled gravity was interpolated from observed gravity values.
 TR0308
 TR0308;                    North         East     Units Scale Factor Converg.
 TR0308;SPC WA N     -   151,424.548   365,175.066   MT  0.99995028   -1 21 16.0
 TR0308;SPC WA N     -   496,798.70  1,198,078.53   sFT  0.99995028   -1 21 16.0
 TR0308;UTM  10      - 5,354,994.158   525,744.603   MT  0.99960814   +0 15 34.6
 TR0308
 TR0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0308!SPC WA N     -   1.00000267  x   0.99995028  =   0.99995295
 TR0308!UTM  10      -   1.00000267  x   0.99960814  =   0.99961081
 TR0308
 TR0308                          SUPERSEDED SURVEY CONTROL
 TR0308
 TR0308  NAD 83(1986)-  48 20 51.36639(N)    122 39 09.13546(W) AD(       ) 2
 TR0308  NAD 27      -  48 20 52.00100(N)    122 39 04.50800(W) AD(       ) 2
 TR0308  NGVD 29 (??/??/92)    4.014  (m)           13.17   (f) ADJ UNCH    1 2
 TR0308
 TR0308.Superseded values are not recommended for survey control.
 TR0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0308.See file dsdata.txt to determine how the superseded data were derived.
 TR0308
 TR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2574554994(NAD 83)
 TR0308_MARKER: DD = SURVEY DISK
 TR0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0308_STAMPING: 46 R S 1940 13 FEET
 TR0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0308+STABILITY: SURFACE MOTION
 TR0308
 TR0308  HISTORY     - Date     Condition        Report By
 TR0308  HISTORY     - 1951     MONUMENTED       USGS
 TR0308  HISTORY     - 1952     GOOD             NGS
 TR0308
 TR0308                          STATION DESCRIPTION
 TR0308
 TR0308'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 TR0308'SEE STATION DITCH.
 TR0308
 TR0308                          STATION RECOVERY (1952)
 TR0308
 TR0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0308'4.7 MI N FROM OAK HARBOR.
 TR0308'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0308'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.8 MILE NORTH
 TR0308'ALONG OLD HIGHWAY 1D, AT AND INSIDE AN ENTRANCE TO THE U. S. NAVAL AIR
 TR0308'STATION AULT FIELD, ABOUT 1.0 MILE EAST (AIRLINE) FROM THE CONTROL
 TR0308'TOWER ON AULT FIELD, 151 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 TR0308'NORTHEAST-SOUTHWEST TAXI STRIP, 60 FEET NORTH OF THE CENTER OF THE
 TR0308'EAST END OF A 4- BY 4-FOOT BOX CONCRETE CULVERT, 36.7 FEET NORTHEAST
 TR0308'OF THE CENTER OF A WIRE GATE ACROSS THE HIGHWAY, 6 1/2 FEET EAST OF A
 TR0308'SMALL DRAINAGE DITCH, ABOUT LEVEL WITH THE OLD HIGHWAY, AND SET IN THE
 TR0308'TOP OF A CONCRETE POST ENCASED IN TIN PROJECTING 0.5 FOOT ABOVE THE
 TR0308'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0938 ***********************************************************************
 SA0938  DESIGNATION -  463 T
 SA0938  PID         -  SA0938
 SA0938  STATE/COUNTY-  WA/FRANKLIN
 SA0938  USGS QUAD   -  COLUMBIA POINT (1992)
 SA0938
 SA0938                         *CURRENT SURVEY CONTROL
 SA0938  ___________________________________________________________________
 SA0938* NAD 83(1986)-  46 17 59.     (N)    119 14 28.     (W)     SCALED    
 SA0938* NAVD 88     -       142.056  (meters)     466.06   (feet)  ADJUSTED  
 SA0938  ___________________________________________________________________
 SA0938  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 SA0938  DYNAMIC HT  -         142.062 (meters)     466.08  (feet)  COMP
 SA0938  MODELED GRAV-     980,651.0   (mgal)                       NAVD 88
 SA0938
 SA0938  VERT ORDER  -  SECOND    CLASS 0
 SA0938
 SA0938.The horizontal coordinates were scaled from a topographic map and have
 SA0938.an estimated accuracy of +/- 6 seconds.
 SA0938
 SA0938.The orthometric height was determined by differential leveling
 SA0938.and adjusted by the National Geodetic Survey in June 1991..
 SA0938
 SA0938.The geoid height was determined by GEOID03.
 SA0938
 SA0938.The dynamic height is computed by dividing the NAVD 88
 SA0938.geopotential number by the normal gravity value computed on the
 SA0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0938.degrees latitude (g = 980.6199 gals.).
 SA0938
 SA0938.The modeled gravity was interpolated from observed gravity values.
 SA0938
 SA0938;                    North         East    Units  Estimated Accuracy
 SA0938;SPC WA S     -   108,190.      596,980.      MT  (+/- 180 meters Scaled)
 SA0938
 SA0938                          SUPERSEDED SURVEY CONTROL
 SA0938
 SA0938  NGVD 29 (??/??/92)  141.031  (m)          462.70   (f) ADJ UNCH    2 0
 SA0938
 SA0938.Superseded values are not recommended for survey control.
 SA0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0938.See file dsdata.txt to determine how the superseded data were derived.
 SA0938
 SA0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM274297(NAD 83)
 SA0938_MARKER: P = PIPE CAP
 SA0938_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0938_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0938_STAMPING: 463 T
 SA0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0938
 SA0938  HISTORY     - Date     Condition        Report By
 SA0938  HISTORY     - UNK      MONUMENTED       USGS
 SA0938  HISTORY     - 1949     GOOD             NGS
 SA0938
 SA0938                          STATION DESCRIPTION
 SA0938
 SA0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA0938'11.6 MI NW FROM PASCO.
 SA0938'ABOUT 0.3 MILE NORTH ALONG U. S. HIGHWAY 395 FROM THE COURTHOUSE AT
 SA0938'PASCO, THENCE 4.0 MILES WEST ALONG THE COLUMBIA RIVER ROAD, THENCE 5.3
 SA0938'MILES NORTHWEST ALONG THE RIVERVIEW ROAD, THENCE 1.0 MILE EAST ALONG A
 SA0938'TRACK ROAD, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD, AT THE JUNCTION
 SA0938'OF THE TRACK ROAD AND THE DENT ROAD, AT THE SOUTHEAST CORNER OF A
 SA0938'CLEARED FIELD, ABOUT 0.7 MILE EAST OF THE COLUMBIA RIVER, 30.0 FEET
 SA0938'NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE TWO ROADS, 10.0
 SA0938'FEET WEST OF A CORNER FENCE POST, 2.0 FEET EAST OF A WHITE WOODEN
 SA0938'WITNESS POST, A CAP RIVETED ON TOP OF AN IRON PIPE PROJECTING 1.6 FEET
 SA0938'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0831 ***********************************************************************
 SY0831  DESIGNATION -  463.3 USE USGS
 SY0831  PID         -  SY0831
 SY0831  STATE/COUNTY-  WA/KITSAP
 SY0831  USGS QUAD   -  BELFAIR (1994)
 SY0831
 SY0831                         *CURRENT SURVEY CONTROL
 SY0831  ___________________________________________________________________
 SY0831* NAD 83(1986)-  47 29 29.     (N)    122 46 14.     (W)     SCALED    
 SY0831* NAVD 88     -       142.198  (meters)     466.53   (feet)  POSTED    
 SY0831  ___________________________________________________________________
 SY0831  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 SY0831  DYNAMIC HT  -         142.230 (meters)     466.63  (feet)  COMP
 SY0831  MODELED GRAV-     980,804.1   (mgal)                       NAVD 88
 SY0831
 SY0831  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0831
 SY0831.The horizontal coordinates were scaled from a topographic map and have
 SY0831.an estimated accuracy of +/- 6 seconds.
 SY0831
 SY0831.The orthometric height was determined by differential leveling
 SY0831.and adjusted by the National Geodetic Survey in 1992..
 SY0831.No vertical observational check was made to the station.
 SY0831.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0831.was located on a no-check spur therefore a value was not computed.
 SY0831
 SY0831.The geoid height was determined by GEOID03.
 SY0831
 SY0831.The dynamic height is computed by dividing the NAVD 88
 SY0831.geopotential number by the normal gravity value computed on the
 SY0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0831.degrees latitude (g = 980.6199 gals.).
 SY0831
 SY0831.The modeled gravity was interpolated from observed gravity values.
 SY0831
 SY0831;                    North         East    Units  Estimated Accuracy
 SY0831;SPC WA N     -    56,470.      354,030.      MT  (+/- 180 meters Scaled)
 SY0831
 SY0831                          SUPERSEDED SURVEY CONTROL
 SY0831
 SY0831  NGVD 29 (??/??/??)  141.130  (m)          463.02   (f) ADJUSTED    1 2
 SY0831
 SY0831.Superseded values are not recommended for survey control.
 SY0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0831.See file dsdata.txt to determine how the superseded data were derived.
 SY0831
 SY0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET172597(NAD 83)
 SY0831_MARKER: Q = CHISELED SQUARE
 SY0831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0831_SP_SET: CULVERT
 SY0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0831
 SY0831  HISTORY     - Date     Condition        Report By
 SY0831  HISTORY     - UNK      MONUMENTED       USGS
 SY0831  HISTORY     - 1944     GOOD             CGS
 SY0831
 SY0831                          STATION DESCRIPTION
 SY0831
 SY0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0831'4.1 MI NE FROM BELFAIR.
 SY0831'IN KITSAP COUNTY, 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE
 SY0831'POST OFFICE AT BELFAIR, MASON COUNTY, 0.6 MILE SOUTHWEST OF THE
 SY0831'ENTRANCE TO KITSAP COUNTY AIRPORT, AT THE JUNCTION OF A DIM ROAD
 SY0831'LEADING WEST, 21 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9
 SY0831'FEET NORTH OF THE CENTERLINE OF THE ROAD, AT A 12-INCH CONCRETE-PIPE
 SY0831'CULVERT UNDER THE SIDE ROAD, AND ON THE TOP OF THE NORTHEAST END.  A
 SY0831'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1577 ***********************************************************************
 SA1577  DESIGNATION -  467 RESET 1946
 SA1577  PID         -  SA1577
 SA1577  STATE/COUNTY-  WA/GRANT
 SA1577  USGS QUAD   -  PRIEST RAPIDS (1978)
 SA1577
 SA1577                         *CURRENT SURVEY CONTROL
 SA1577  ___________________________________________________________________
 SA1577* NAD 83(1986)-  46 40 49.     (N)    119 55 49.     (W)     SCALED    
 SA1577* NAVD 88     -       143.248  (meters)     469.97   (feet)  ADJUSTED  
 SA1577  ___________________________________________________________________
 SA1577  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 SA1577  DYNAMIC HT  -         143.256 (meters)     470.00  (feet)  COMP
 SA1577  MODELED GRAV-     980,669.7   (mgal)                       NAVD 88
 SA1577
 SA1577  VERT ORDER  -  SECOND    CLASS 0
 SA1577
 SA1577.The horizontal coordinates were scaled from a topographic map and have
 SA1577.an estimated accuracy of +/- 6 seconds.
 SA1577
 SA1577.The orthometric height was determined by differential leveling
 SA1577.and adjusted by the National Geodetic Survey in June 1991..
 SA1577
 SA1577.The geoid height was determined by GEOID03.
 SA1577
 SA1577.The dynamic height is computed by dividing the NAVD 88
 SA1577.geopotential number by the normal gravity value computed on the
 SA1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1577.degrees latitude (g = 980.6199 gals.).
 SA1577
 SA1577.The modeled gravity was interpolated from observed gravity values.
 SA1577
 SA1577;                    North         East    Units  Estimated Accuracy
 SA1577;SPC WA S     -   149,870.      543,590.      MT  (+/- 180 meters Scaled)
 SA1577
 SA1577                          SUPERSEDED SURVEY CONTROL
 SA1577
 SA1577  NGVD 29 (??/??/92)  142.176  (m)          466.46   (f) ADJ UNCH    2 0
 SA1577
 SA1577.Superseded values are not recommended for survey control.
 SA1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1577.See file dsdata.txt to determine how the superseded data were derived.
 SA1577
 SA1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM759738(NAD 83)
 SA1577_MARKER: P = PIPE CAP
 SA1577_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1577_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1577_STAMPING: 467 RESET 1946
 SA1577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1577
 SA1577  HISTORY     - Date     Condition        Report By
 SA1577  HISTORY     - 1946     MONUMENTED       USGS
 SA1577  HISTORY     - 1946     GOOD             NGS
 SA1577  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA1577
 SA1577                          STATION DESCRIPTION
 SA1577
 SA1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SA1577'11.5 MI S FROM BEVERLY.
 SA1577'ALONG BEVERLY-WAHLUKE GRAVEL ROAD WHICH FOLLOWS THE COLUMBIA RIVER,
 SA1577'11.5 MILES SOUTH OF THE RAILROAD HOTEL AT BEVERLY, 5.15 MILES SOUTH OF
 SA1577'OLD ABANDONED BEND SCHOOL HOUSE, 0.2 MILE SOUTHWEST OF BEVERLY-WAHLUKE
 SA1577'ROAD, AT GROUP OF RANCH BUILDING SET AMONG GROUP OF LARGE BOX ELDER
 SA1577'TREES AND IS STILL KNOWN AS THE FIGURE 2 RANCH, BETWEEN TWO OLD
 SA1577'ORIGINAL RANCH BUILDINGS, 13.4 FEET SOUTHWEST OF THE WEST CORNER OF
 SA1577'THE OLD SHOP BUILDING, 9.2 FEET EAST OF THE NORTH CORNER OF THE
 SA1577'ORIGINAL MAIN RANCH HOUSE, 4.5 FEET NORTHWEST OF A 1-FOOT BOX ELDER
 SA1577'TREE, U.S. GEOLOGICAL SURVEY BRONZE CAP RIVETED ON TOP OF A 3 1/2 INCH
 SA1577'IRON PIPE AND PROJECTING 0.7 FOOT ABOVE GROUND.
 SA1577
 SA1577                          STATION RECOVERY (1967)
 SA1577
 SA1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0091 ***********************************************************************
 TP0091  DESIGNATION -  47 L M
 TP0091  PID         -  TP0091
 TP0091  STATE/COUNTY-  WA/FERRY
 TP0091  USGS QUAD   -  COPPER BUTTE (1992)
 TP0091
 TP0091                         *CURRENT SURVEY CONTROL
 TP0091  ___________________________________________________________________
 TP0091* NAD 83(1986)-  48 37 34.     (N)    118 26 26.     (W)     SCALED    
 TP0091* NAVD 88     -      1230.330  (meters)    4036.51   (feet)  ADJUSTED  
 TP0091  ___________________________________________________________________
 TP0091  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 TP0091  DYNAMIC HT  -        1230.322 (meters)    4036.48  (feet)  COMP
 TP0091  MODELED GRAV-     980,562.0   (mgal)                       NAVD 88
 TP0091
 TP0091  VERT ORDER  -  FIRST     CLASS II
 TP0091
 TP0091.The horizontal coordinates were scaled from a topographic map and have
 TP0091.an estimated accuracy of +/- 6 seconds.
 TP0091
 TP0091.The orthometric height was determined by differential leveling
 TP0091.and adjusted by the National Geodetic Survey in June 1991..
 TP0091
 TP0091.The geoid height was determined by GEOID03.
 TP0091
 TP0091.The dynamic height is computed by dividing the NAVD 88
 TP0091.geopotential number by the normal gravity value computed on the
 TP0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0091.degrees latitude (g = 980.6199 gals.).
 TP0091
 TP0091.The modeled gravity was interpolated from observed gravity values.
 TP0091
 TP0091;                    North         East    Units  Estimated Accuracy
 TP0091;SPC WA N     -   183,540.      676,360.      MT  (+/- 180 meters Scaled)
 TP0091
 TP0091                          SUPERSEDED SURVEY CONTROL
 TP0091
 TP0091  NGVD 29 (??/??/92) 1228.950  (m)         4031.98   (f) ADJ UNCH    1 2
 TP0091
 TP0091.Superseded values are not recommended for survey control.
 TP0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0091.See file dsdata.txt to determine how the superseded data were derived.
 TP0091
 TP0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP938868(NAD 83)
 TP0091_MARKER: DD = SURVEY DISK
 TP0091_SETTING: 80 = SET IN A BOULDER
 TP0091_SP_SET: BOULDER
 TP0091_STAMPING: 47 L M 1934
 TP0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0091+STABILITY: SURFACE MOTION
 TP0091
 TP0091  HISTORY     - Date     Condition        Report By
 TP0091  HISTORY     - 1934     MONUMENTED       USGS
 TP0091  HISTORY     - 1946     GOOD             NGS
 TP0091  HISTORY     - 1982     MARK NOT FOUND   USGS
 TP0091
 TP0091                          STATION DESCRIPTION
 TP0091
 TP0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0091'22.6 MI W FROM KETTLE FALLS.
 TP0091'3.7 MILES WEST ALONG U.S. HIGHWAY NO. 395, THENCE.  2.5 MILES SOUTH
 TP0091'ALONG A COUNTY GRAVEL ROAD, THENCE.  16.4 MILES WEST ALONG THE
 TP0091'REPUBLIC-KETTLE FALLS ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 TP0091'KETTLE FALLS, 0.1 MILE WEST OF A WOODEN BRIDGE OVER SHERMAN CREEK, 0.1
 TP0091'MILE EAST OF THE JUNCTION OF DEADMAN CREEK ROAD, 120.0 FEET SOUTHWEST
 TP0091'AND ACROSS THE ROAD FROM A PINE TREE WITH A TRIANGULAR BLAZE, 86.0
 TP0091'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, A BENCH MARK DISK IN TOP
 TP0091'OF A LARGE WHITE BOULDER, AND ABOUT 3.0 FEET HIGHER THAN THE ROAD.
 TP0091
 TP0091                          STATION RECOVERY (1982)
 TP0091
 TP0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 TP0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0319 ***********************************************************************
 TR0319  DESIGNATION -  47 RS
 TR0319  PID         -  TR0319
 TR0319  STATE/COUNTY-  WA/ISLAND
 TR0319  USGS QUAD   -  OAK HARBOR (1973)
 TR0319
 TR0319                         *CURRENT SURVEY CONTROL
 TR0319  ___________________________________________________________________
 TR0319* NAD 83(1986)-  48 19 44.     (N)    122 38 50.     (W)     SCALED    
 TR0319* NAVD 88     -        28.033  (meters)      91.97   (feet)  ADJUSTED  
 TR0319  ___________________________________________________________________
 TR0319  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 TR0319  DYNAMIC HT  -          28.040 (meters)      91.99  (feet)  COMP
 TR0319  MODELED GRAV-     980,856.2   (mgal)                       NAVD 88
 TR0319
 TR0319  VERT ORDER  -  FIRST     CLASS II
 TR0319
 TR0319.The horizontal coordinates were scaled from a topographic map and have
 TR0319.an estimated accuracy of +/- 6 seconds.
 TR0319
 TR0319.The orthometric height was determined by differential leveling
 TR0319.and adjusted by the National Geodetic Survey in June 1991..
 TR0319
 TR0319.The geoid height was determined by GEOID03.
 TR0319
 TR0319.The dynamic height is computed by dividing the NAVD 88
 TR0319.geopotential number by the normal gravity value computed on the
 TR0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0319.degrees latitude (g = 980.6199 gals.).
 TR0319
 TR0319.The modeled gravity was interpolated from observed gravity values.
 TR0319
 TR0319;                    North         East    Units  Estimated Accuracy
 TR0319;SPC WA N     -   149,340.      365,520.      MT  (+/- 180 meters Scaled)
 TR0319
 TR0319                          SUPERSEDED SURVEY CONTROL
 TR0319
 TR0319  NGVD 29 (??/??/92)   26.886  (m)           88.21   (f) ADJ UNCH    1 2
 TR0319
 TR0319.Superseded values are not recommended for survey control.
 TR0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0319.See file dsdata.txt to determine how the superseded data were derived.
 TR0319
 TR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU261529(NAD 83)
 TR0319_MARKER: DD = SURVEY DISK
 TR0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0319_STAMPING: 47 RS 88 1940
 TR0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0319+STABILITY: SURFACE MOTION
 TR0319
 TR0319  HISTORY     - Date     Condition        Report By
 TR0319  HISTORY     - 1940     MONUMENTED       USGS
 TR0319  HISTORY     - 1952     GOOD             NGS
 TR0319
 TR0319                          STATION DESCRIPTION
 TR0319
 TR0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0319'3.4 MI N FROM OAK HARBOR.
 TR0319'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0319'THENCE 3.0 MILES NORTH ALONG STATE HIGHWAY, AT THE Y JUNCTION OF A
 TR0319'COUNTY ROAD LEADING SOUTH, 28 FEET EAST OF THE CENTER LINE OF THE
 TR0319'ROAD, 16 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST,
 TR0319'4.2 FEET SOUTH OF A POWER LINE POLE BEARING A METAL TAG MARKED U. S.
 TR0319'GEOLOGICAL SURVEY PRELIMINARY ELEVATION 88.1 FEET.  3.5 FEET SOUTHWEST
 TR0319'OF A FENCE CORNER, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT
 TR0319'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TR0319'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0430 ***********************************************************************
 TR0430  DESIGNATION -  48 + MIDWAY
 TR0430  PID         -  TR0430
 TR0430  STATE/COUNTY-  WA/ISLAND
 TR0430  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0430
 TR0430                         *CURRENT SURVEY CONTROL
 TR0430  ___________________________________________________________________
 TR0430* NAD 83(1986)-  48 17 45.     (N)    122 37 17.     (W)     SCALED    
 TR0430* NAVD 88     -         2.487  (meters)       8.16   (feet)  ADJUSTED  
 TR0430  ___________________________________________________________________
 TR0430  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 TR0430  DYNAMIC HT  -           2.487 (meters)       8.16  (feet)  COMP
 TR0430  MODELED GRAV-     980,843.3   (mgal)                       NAVD 88
 TR0430
 TR0430  VERT ORDER  -  FIRST     CLASS II
 TR0430
 TR0430.This mark is at Oak Harbor Air Park  (76S)
 TR0430
 TR0430.The horizontal coordinates were scaled from a topographic map and have
 TR0430.an estimated accuracy of +/- 6 seconds.
 TR0430
 TR0430.The orthometric height was determined by differential leveling
 TR0430.and adjusted by the National Geodetic Survey in June 1991..
 TR0430
 TR0430.The geoid height was determined by GEOID03.
 TR0430
 TR0430.The dynamic height is computed by dividing the NAVD 88
 TR0430.geopotential number by the normal gravity value computed on the
 TR0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0430.degrees latitude (g = 980.6199 gals.).
 TR0430
 TR0430.The modeled gravity was interpolated from observed gravity values.
 TR0430
 TR0430;                    North         East    Units  Estimated Accuracy
 TR0430;SPC WA N     -   145,620.      367,350.      MT  (+/- 180 meters Scaled)
 TR0430
 TR0430                          SUPERSEDED SURVEY CONTROL
 TR0430
 TR0430  NGVD 29 (??/??/92)    1.343  (m)            4.41   (f) ADJ UNCH    1 2
 TR0430
 TR0430.Superseded values are not recommended for survey control.
 TR0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0430.See file dsdata.txt to determine how the superseded data were derived.
 TR0430
 TR0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU280492(NAD 83)
 TR0430_MARKER: DD = SURVEY DISK
 TR0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0430_STAMPING: 48 + MIDWAY
 TR0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0430+STABILITY: SURFACE MOTION
 TR0430
 TR0430  HISTORY     - Date     Condition        Report By
 TR0430  HISTORY     - UNK      MONUMENTED       DOD
 TR0430  HISTORY     - 1952     GOOD             NGS
 TR0430
 TR0430                          STATION DESCRIPTION
 TR0430
 TR0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0430'1.6 MI E FROM OAK HARBOR.
 TR0430'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0430'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0430'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.65 MILE
 TR0430'NORTHEAST ALONG TORPEDO ROAD, AT THE INTERSECTION OF MIDWAY BLVD. AT
 TR0430'THE EDGE OF A WOODED AREA, 167 FEET WEST OF THE APPROXIMATE CENTER OF
 TR0430'THE INTERSECTION, 126 FEET SOUTH OF A POWER LINE POLE WITH A GUY WIRE,
 TR0430'116.0 FEET NORTHWEST OF THE CENTER LINE OF MIDWAY BLVD., ABOUT 16 FEET
 TR0430'EAST OF THE EAST EDGE OF THE WOODED AREA, ABOUT LEVEL WITH THE ROAD,
 TR0430'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 TR0430'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0651 ***********************************************************************
 TR0651  DESIGNATION -  48 B
 TR0651  PID         -  TR0651
 TR0651  STATE/COUNTY-  WA/WHATCOM
 TR0651  USGS QUAD   -  BLAINE (1994)
 TR0651
 TR0651                         *CURRENT SURVEY CONTROL
 TR0651  ___________________________________________________________________
 TR0651* NAD 83(1986)-  48 55 48.     (N)    122 39 38.     (W)     SCALED    
 TR0651* NAVD 88     -        16.503  (meters)      54.14   (feet)  ADJUSTED  
 TR0651  ___________________________________________________________________
 TR0651  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 TR0651  DYNAMIC HT  -          16.508 (meters)      54.16  (feet)  COMP
 TR0651  MODELED GRAV-     980,910.0   (mgal)                       NAVD 88
 TR0651
 TR0651  VERT ORDER  -  FIRST     CLASS I
 TR0651
 TR0651.The horizontal coordinates were scaled from a topographic map and have
 TR0651.an estimated accuracy of +/- 6 seconds.
 TR0651
 TR0651.The orthometric height was determined by differential leveling
 TR0651.and adjusted by the National Geodetic Survey in June 1991..
 TR0651
 TR0651.The geoid height was determined by GEOID03.
 TR0651
 TR0651.The dynamic height is computed by dividing the NAVD 88
 TR0651.geopotential number by the normal gravity value computed on the
 TR0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0651.degrees latitude (g = 980.6199 gals.).
 TR0651
 TR0651.The modeled gravity was interpolated from observed gravity values.
 TR0651
 TR0651;                    North         East    Units  Estimated Accuracy
 TR0651;SPC WA N     -   216,180.      366,120.      MT  (+/- 180 meters Scaled)
 TR0651
 TR0651                          SUPERSEDED SURVEY CONTROL
 TR0651
 TR0651  NGVD 29 (??/??/92)   15.287  (m)           50.15   (f) ADJ UNCH    1 1
 TR0651
 TR0651.Superseded values are not recommended for survey control.
 TR0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0651.See file dsdata.txt to determine how the superseded data were derived.
 TR0651
 TR0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV248197(NAD 83)
 TR0651_MARKER: DD = SURVEY DISK
 TR0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0651_STAMPING: 50.066 FT 48 B
 TR0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0651+STABILITY: SURFACE MOTION
 TR0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0651+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 TR0651
 TR0651  HISTORY     - Date     Condition        Report By
 TR0651  HISTORY     - UNK      MONUMENTED       USGS
 TR0651  HISTORY     - 1973     GOOD             NGS
 TR0651  HISTORY     - 20040505 GOOD             WADT
 TR0651  HISTORY     - 20051101 GOOD             USPSQD
 TR0651
 TR0651                          STATION DESCRIPTION
 TR0651
 TR0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0651'1.3 MI NW FROM CUSTER.
 TR0651'1.3 MILES NORTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0651'CROSSING OF MAIN STREET AT CUSTER, 3 1/2 POLES NORTHWEST OF MILEPOST
 TR0651'113, AT THE CROSSING OF VALLEY VIEW ROAD, 38.5 FEET SOUTHWEST OF THE
 TR0651'SOUTHWEST RAIL, 17 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 11
 TR0651'FEET NORTHEAST OF T JUNCTION POLE 11908 WITH TWO GUY WIRES, 10.5 FEET
 TR0651'NORTHEAST OF A FENCE, 15 FEET NORTH-NORTHWEST OF A FENCE CORNER POST,
 TR0651'2.0 FEET NORTH OF A WITNESS POST, 2.0 FEET SOUTH OF A WITNESS POST, A
 TR0651'CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH IS ENCASED IN A
 TR0651'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  1/4, SEC 27, T
 TR0651'40N, R 1E.
 TR0651
 TR0651                          STATION RECOVERY (2004)
 TR0651
 TR0651'RECOVERY NOTE BY WA DEPT OF TRANSP 2004 (RFT)
 TR0651'RECOVERED IN GOOD CONDITION.
 TR0651
 TR0651                          STATION RECOVERY (2005)
 TR0651
 TR0651'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 TR0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1642 ***********************************************************************
 SW1642  DESIGNATION -  48 FMK
 SW1642  PID         -  SW1642
 SW1642  STATE/COUNTY-  WA/DOUGLAS
 SW1642  USGS QUAD   -  FOSTER COULEE (1968)
 SW1642
 SW1642                         *CURRENT SURVEY CONTROL
 SW1642  ___________________________________________________________________
 SW1642* NAD 83(1998)-  47 56 40.60886(N)    119 17 28.51578(W)     ADJUSTED  
 SW1642* NAVD 88     -       727.8    (meters)    2388.     (feet)  GPS OBS   
 SW1642  ___________________________________________________________________
 SW1642  X           -  -2,094,362.329 (meters)                     COMP
 SW1642  Y           -  -3,733,444.961 (meters)                     COMP
 SW1642  Z           -   4,713,279.252 (meters)                     COMP
 SW1642  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 SW1642  ELLIP HEIGHT-         708.30  (meters)          (07/05/01) GPS OBS
 SW1642  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 SW1642
 SW1642  HORZ ORDER  -  FIRST
 SW1642  ELLP ORDER  -  FOURTH    CLASS II
 SW1642
 SW1642.The horizontal coordinates were established by GPS observations
 SW1642.and adjusted by the National Geodetic Survey in July 2001..
 SW1642.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1642.DATUM ITEM on the data sheet items page.
 SW1642
 SW1642.The orthometric height was determined by GPS observations and a
 SW1642.high-resolution geoid model.
 SW1642
 SW1642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1642
 SW1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1642
 SW1642.The ellipsoidal height was determined by GPS observations
 SW1642.and is referenced to NAD 83.
 SW1642
 SW1642.The geoid height was determined by GEOID03.
 SW1642
 SW1642;                    North         East     Units Scale Factor Converg.
 SW1642;SPC WA N     -   106,178.026   615,187.472   MT  0.99994681   +1 08 53.2
 SW1642;SPC WA N     -   348,352.41  2,018,327.56   sFT  0.99994681   +1 08 53.2
 SW1642;UTM  11      - 5,312,685.049   328,904.490   MT  0.99995972   -1 42 06.0
 SW1642
 SW1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1642!SPC WA N     -   0.99988900  x   0.99994681  =   0.99983581
 SW1642!UTM  11      -   0.99988900  x   0.99995972  =   0.99984872
 SW1642
 SW1642                          SUPERSEDED SURVEY CONTROL
 SW1642
 SW1642  NAD 83(1991)-  47 56 40.60754(N)    119 17 28.51579(W) AD(       ) 1
 SW1642  ELLIP H (01/21/94)  708.44   (m)                       GP(       ) 4 1
 SW1642
 SW1642.Superseded values are not recommended for survey control.
 SW1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1642.See file dsdata.txt to determine how the superseded data were derived.
 SW1642
 SW1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP2890412685(NAD 83)
 SW1642_MARKER: DB = BENCH MARK DISK
 SW1642_SETTING: 66 = SET IN ROCK OUTCROP
 SW1642_SP_SET: ROCK OUTCROP
 SW1642_STAMPING: 48 FMK 1967
 SW1642_MARK LOGO: USGS  
 SW1642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1642+STABILITY: POSITION/ELEVATION WELL
 SW1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1642+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 SW1642
 SW1642  HISTORY     - Date     Condition        Report By
 SW1642  HISTORY     - 1967     MONUMENTED       USGS
 SW1642  HISTORY     - 19930515 GOOD             DCPW
 SW1642
 SW1642                          STATION DESCRIPTION
 SW1642
 SW1642'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1642'THE STATION IS APPROXIMATELY 11.5 MI (18.5 KM) WEST OF ELECTRIC CITY,
 SW1642'WA, 22.5 MI (36.2 KM) NORTH OF COULEE CITY, WA, AND 18.5 MI
 SW1642'(29.8 KM) NE OF MANSFIELD, WA, IN THE NW 1/4 OF SECTION 10, T28N,
 SW1642'R28E, WM, DOUGLAS COUNTY, WA.
 SW1642'TO REACH STATION FROM LEAHY JUNCTION, THE INTERSECTION OF HIGHWAY 17
 SW1642'AND HIGHWAY 174, DRIVE EASTERLY ALONG HIGHWAY 174 5.10 MI (8.21 KM)
 SW1642'TO THE STATION 88 FT (26.8 M) NORTH OF AND 3 FT (0.9 M) HIGHER THAN
 SW1642'THE CENTERLINE OF THE HIGHWAY, 38 FT (11.6 M) NORTH OF AN EAST-WEST
 SW1642'BARBED WIRE FENCE LINE, 0.38 MI (0.61 KM) EAST OF THE INTERSECTION OF
 SW1642'U-NE, 0.2 MI (0.3 KM) EAST OF MILEPOST 5, AND 4.5 FT (1.4 M) SOUTH OF
 SW1642'AN ORANGE CARSONITE WITNESS POST.
 SW1642'THE STATION IS A 3.5 INCH USGS ALUMINUM CAP STAMPED -48 FMK 1967- SET
 SW1642'IN A 4 FT (1.2 M) BY 4 FT (1.2 M) ROCK OUTCROP PROJECTING 2 FT
 SW1642'(0.6 M) ABOVE THE SURROUNDING DIRT SURFACE.
 SW1642'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1642'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0327 ***********************************************************************
 TR0327  DESIGNATION -  48 RS
 TR0327  PID         -  TR0327
 TR0327  STATE/COUNTY-  WA/ISLAND
 TR0327  USGS QUAD   -  OAK HARBOR (1973)
 TR0327
 TR0327                         *CURRENT SURVEY CONTROL
 TR0327  ___________________________________________________________________
 TR0327* NAD 83(1986)-  48 17 51.     (N)    122 38 38.     (W)     SCALED    
 TR0327* NAVD 88     -        36.324  (meters)     119.17   (feet)  ADJUSTED  
 TR0327  ___________________________________________________________________
 TR0327  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 TR0327  DYNAMIC HT  -          36.333 (meters)     119.20  (feet)  COMP
 TR0327  MODELED GRAV-     980,843.1   (mgal)                       NAVD 88
 TR0327
 TR0327  VERT ORDER  -  FIRST     CLASS II
 TR0327
 TR0327.The horizontal coordinates were scaled from a topographic map and have
 TR0327.an estimated accuracy of +/- 6 seconds.
 TR0327
 TR0327.The orthometric height was determined by differential leveling
 TR0327.and adjusted by the National Geodetic Survey in June 1991..
 TR0327
 TR0327.The geoid height was determined by GEOID03.
 TR0327
 TR0327.The dynamic height is computed by dividing the NAVD 88
 TR0327.geopotential number by the normal gravity value computed on the
 TR0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0327.degrees latitude (g = 980.6199 gals.).
 TR0327
 TR0327.The modeled gravity was interpolated from observed gravity values.
 TR0327
 TR0327;                    North         East    Units  Estimated Accuracy
 TR0327;SPC WA N     -   145,840.      365,690.      MT  (+/- 180 meters Scaled)
 TR0327
 TR0327                          SUPERSEDED SURVEY CONTROL
 TR0327
 TR0327  NGVD 29 (??/??/92)   35.179  (m)          115.42   (f) ADJ UNCH    1 2
 TR0327
 TR0327.Superseded values are not recommended for survey control.
 TR0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0327.See file dsdata.txt to determine how the superseded data were derived.
 TR0327
 TR0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU264494(NAD 83)
 TR0327_MARKER: DD = SURVEY DISK
 TR0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0327_SP_SET: STEP
 TR0327_STAMPING: 48 RS 115 1940
 TR0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0327
 TR0327  HISTORY     - Date     Condition        Report By
 TR0327  HISTORY     - 1940     MONUMENTED       USGS
 TR0327  HISTORY     - 1952     GOOD             NGS
 TR0327  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR0327  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR0327
 TR0327                          STATION DESCRIPTION
 TR0327
 TR0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0327'IN OAK HARBOR.
 TR0327'AT OAK HARBOR, AT OAK HARBOR HIGH SCHOOL, IN THE TOP OF THE SOUTH END
 TR0327'OF THE BOTTOM STEP AT THE EAST ENTRANCE, AND 0.5 FOOT EAST OF THE EAST
 TR0327'FACE OF THE BUILDING.
 TR0327
 TR0327                          STATION RECOVERY (1988)
 TR0327
 TR0327'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR0327'MARK NOT FOUND.
 TR0327
 TR0327                          STATION RECOVERY (2001)
 TR0327
 TR0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0327'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1038 ***********************************************************************
 SA1038  DESIGNATION -  483
 SA1038  PID         -  SA1038
 SA1038  STATE/COUNTY-  WA/BENTON
 SA1038  USGS QUAD   -  HORN RAPIDS DAM (1977)
 SA1038
 SA1038                         *CURRENT SURVEY CONTROL
 SA1038  ___________________________________________________________________
 SA1038* NAD 83(1986)-  46 24 12.     (N)    119 26 52.     (W)     SCALED    
 SA1038* NAVD 88     -       148.57   (+/-2cm)     487.4    (feet)  VERTCON   
 SA1038  ___________________________________________________________________
 SA1038  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SA1038
 SA1038  VERT ORDER  -  ? (See Below)
 SA1038
 SA1038.The horizontal coordinates were scaled from a topographic map and have
 SA1038.an estimated accuracy of +/- 6 seconds.
 SA1038
 SA1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1038.The vertical order pertains to the NGVD 29 superseded value.
 SA1038
 SA1038.The geoid height was determined by GEOID03.
 SA1038
 SA1038;                    North         East    Units  Estimated Accuracy
 SA1038;SPC WA S     -   119,470.      580,910.      MT  (+/- 180 meters Scaled)
 SA1038
 SA1038                          SUPERSEDED SURVEY CONTROL
 SA1038
 SA1038  NGVD 29 (??/??/92)  147.523  (m)          484.00   (f) ADJ UNCH    ?  
 SA1038
 SA1038.Superseded values are not recommended for survey control.
 SA1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1038.See file dsdata.txt to determine how the superseded data were derived.
 SA1038
 SA1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM118417(NAD 83)
 SA1038_MARKER: DD = SURVEY DISK
 SA1038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1038_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1038
 SA1038  HISTORY     - Date     Condition        Report By
 SA1038  HISTORY     - UNK      MONUMENTED       USGS
 SA1038  HISTORY     - 1949     GOOD             NGS
 SA1038
 SA1038                          STATION DESCRIPTION
 SA1038
 SA1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1038'11.1 MI N FROM BENTON CITY.
 SA1038'9.4 MILES NORTH ALONG THE HANFORD ROAD FROM THE POST OFFICE AT BENTON
 SA1038'CITY, THENCE 1.7 MILES NORTHWEST ALONG A COUNTY GRADED ROAD, 70.2 FEET
 SA1038'WEST OF A FENCE, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 8.5 FEET
 SA1038'NORTHWEST OF BM W 321, 4.2 FEET WEST OF A WITNESS POST, ABOUT 3 FEET
 SA1038'HIGHER THAN THE ROAD, DRIVEN IN THE GROUND, AND PROJECTING 0.5 FOOT
 SA1038'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0268 ***********************************************************************
 SA0268  DESIGNATION -  486
 SA0268  PID         -  SA0268
 SA0268  STATE/COUNTY-  WA/WALLA WALLA
 SA0268  USGS QUAD   -  ZANGAR JUNCTION (1991)
 SA0268
 SA0268                         *CURRENT SURVEY CONTROL
 SA0268  ___________________________________________________________________
 SA0268* NAD 83(1986)-  46 02 46.     (N)    118 45 04.     (W)     SCALED    
 SA0268* NAVD 88     -       149.097  (meters)     489.16   (feet)  ADJUSTED  
 SA0268  ___________________________________________________________________
 SA0268  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 SA0268  DYNAMIC HT  -         149.095 (meters)     489.16  (feet)  COMP
 SA0268  MODELED GRAV-     980,599.0   (mgal)                       NAVD 88
 SA0268
 SA0268  VERT ORDER  -  SECOND    CLASS 0
 SA0268
 SA0268.The horizontal coordinates were scaled from a topographic map and have
 SA0268.an estimated accuracy of +/- 6 seconds.
 SA0268
 SA0268.The orthometric height was determined by differential leveling
 SA0268.and adjusted by the National Geodetic Survey in June 1991..
 SA0268
 SA0268.The geoid height was determined by GEOID03.
 SA0268
 SA0268.The dynamic height is computed by dividing the NAVD 88
 SA0268.geopotential number by the normal gravity value computed on the
 SA0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0268.degrees latitude (g = 980.6199 gals.).
 SA0268
 SA0268.The modeled gravity was interpolated from observed gravity values.
 SA0268
 SA0268;                    North         East    Units  Estimated Accuracy
 SA0268;SPC WA S     -    80,730.      635,350.      MT  (+/- 180 meters Scaled)
 SA0268
 SA0268                          SUPERSEDED SURVEY CONTROL
 SA0268
 SA0268  NGVD 29 (??/??/92)  148.101  (m)          485.89   (f) ADJ UNCH    2 0
 SA0268
 SA0268.Superseded values are not recommended for survey control.
 SA0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0268.See file dsdata.txt to determine how the superseded data were derived.
 SA0268
 SA0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM645006(NAD 83)
 SA0268_MARKER: P = PIPE CAP
 SA0268_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0268_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0268_STAMPING: 486 WASH 1915
 SA0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0268
 SA0268  HISTORY     - Date     Condition        Report By
 SA0268  HISTORY     - 1915     MONUMENTED       USGS
 SA0268  HISTORY     - 1935     GOOD             NGS
 SA0268  HISTORY     - 20031102 GOOD             GEOCAC
 SA0268
 SA0268                          STATION DESCRIPTION
 SA0268
 SA0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SA0268'4.9 MI NW FROM TOUCHET.
 SA0268'4.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 SA0268'TANK AT TOUCHET, WALLA WALLA COUNTY, 0.4 MILE NORTHWEST ALONG OLD U.S.
 SA0268'HIGHWAY 410 FROM THE OVERHEAD BRIDGE, 100 FEET NORTHWEST OF MILEPOST
 SA0268'10, 105 FEET NORTHWEST OF THE NORTHWEST END OF AN OLD GRAIN WAREHOUSE,
 SA0268'48 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 2 FEET
 SA0268'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TRACK. A
 SA0268'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 486 WASH 1915
 SA0268'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED IN CONCRETE
 SA0268'AND PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 SA0268
 SA0268                          STATION RECOVERY (2003)
 SA0268
 SA0268'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0458 ***********************************************************************
 SA0458  DESIGNATION -  487
 SA0458  PID         -  SA0458
 SA0458  STATE/COUNTY-  WA/FRANKLIN
 SA0458  USGS QUAD   -  PAGE (1991)
 SA0458
 SA0458                         *CURRENT SURVEY CONTROL
 SA0458  ___________________________________________________________________
 SA0458* NAD 83(1986)-  46 22 02.     (N)    118 44 05.     (W)     SCALED    
 SA0458* NAVD 88     -       149.23   (+/-2cm)     489.6    (feet)  VERTCON   
 SA0458  ___________________________________________________________________
 SA0458  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SA0458
 SA0458  VERT ORDER  -  ? (See Below)
 SA0458
 SA0458.The horizontal coordinates were scaled from a topographic map and have
 SA0458.an estimated accuracy of +/- 6 seconds.
 SA0458
 SA0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0458.The vertical order pertains to the NGVD 29 superseded value.
 SA0458
 SA0458.The geoid height was determined by GEOID03.
 SA0458
 SA0458;                    North         East    Units  Estimated Accuracy
 SA0458;SPC WA S     -   116,440.      635,820.      MT  (+/- 180 meters Scaled)
 SA0458
 SA0458                          SUPERSEDED SURVEY CONTROL
 SA0458
 SA0458  NGVD 29 (??/??/92)  148.208  (m)          486.25   (f) ADJ UNCH    ?  
 SA0458
 SA0458.Superseded values are not recommended for survey control.
 SA0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0458.See file dsdata.txt to determine how the superseded data were derived.
 SA0458
 SA0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM665363(NAD 83)
 SA0458_MARKER: DD = SURVEY DISK
 SA0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0458_SP_SET: ABUTMENT
 SA0458_STAMPING: 487 1916
 SA0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0458
 SA0458  HISTORY     - Date     Condition        Report By
 SA0458  HISTORY     - 1916     MONUMENTED       USGS
 SA0458  HISTORY     - 1961     GOOD             NGS
 SA0458
 SA0458                          STATION DESCRIPTION
 SA0458
 SA0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0458'3.5 MI SW FROM SNAKE RIVER.
 SA0458'3.5 MILES SOUTHWEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 SA0458'FROM THE STATION AT SNAKE RIVER, IN THE TOP OF THE SOUTH END OF THE
 SA0458'WEST CONCRETE ABUTMENT OF RAILROAD OVERPASS 252.9 OVER A DIRT ROAD,
 SA0458'5.0 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
 SA0458'NOTE-- A 10 BY 10-INCH SQUARE TIMBER HAS BEEN BOLTED OVER THE
 SA0458'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0286 ***********************************************************************
 SA0286  DESIGNATION -  489
 SA0286  PID         -  SA0286
 SA0286  STATE/COUNTY-  WA/WALLA WALLA
 SA0286  USGS QUAD   -  LOWDEN (1991)
 SA0286
 SA0286                         *CURRENT SURVEY CONTROL
 SA0286  ___________________________________________________________________
 SA0286* NAD 83(1986)-  46 03 22.     (N)    118 35 16.     (W)     SCALED    
 SA0286* NAVD 88     -       149.868  (meters)     491.69   (feet)  ADJUSTED  
 SA0286  ___________________________________________________________________
 SA0286  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SA0286  DYNAMIC HT  -         149.867 (meters)     491.69  (feet)  COMP
 SA0286  MODELED GRAV-     980,603.7   (mgal)                       NAVD 88
 SA0286
 SA0286  VERT ORDER  -  FIRST     CLASS I
 SA0286
 SA0286.The horizontal coordinates were scaled from a topographic map and have
 SA0286.an estimated accuracy of +/- 6 seconds.
 SA0286
 SA0286.The orthometric height was determined by differential leveling
 SA0286.and adjusted by the National Geodetic Survey in June 1991..
 SA0286
 SA0286.The geoid height was determined by GEOID03.
 SA0286
 SA0286.The dynamic height is computed by dividing the NAVD 88
 SA0286.geopotential number by the normal gravity value computed on the
 SA0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0286.degrees latitude (g = 980.6199 gals.).
 SA0286
 SA0286.The modeled gravity was interpolated from observed gravity values.
 SA0286
 SA0286;                    North         East    Units  Estimated Accuracy
 SA0286;SPC WA S     -    82,130.      647,960.      MT  (+/- 180 meters Scaled)
 SA0286
 SA0286                          SUPERSEDED SURVEY CONTROL
 SA0286
 SA0286  NGVD 29 (??/??/92)  148.871  (m)          488.42   (f) ADJ UNCH    1 1
 SA0286
 SA0286.Superseded values are not recommended for survey control.
 SA0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0286.See file dsdata.txt to determine how the superseded data were derived.
 SA0286
 SA0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM771015(NAD 83)
 SA0286_MARKER: P = PIPE CAP
 SA0286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0286_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0286_STAMPING: 489 WASH 1915
 SA0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0286
 SA0286  HISTORY     - Date     Condition        Report By
 SA0286  HISTORY     - 1915     MONUMENTED       USGS
 SA0286  HISTORY     - 1968     GOOD             NGS
 SA0286  HISTORY     - 1978     GOOD             NGS
 SA0286
 SA0286                          STATION DESCRIPTION
 SA0286
 SA0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0286'IN LOWDEN.
 SA0286'AT LOWDEN, 0.15 MILE WEST ALONG U.S. HIGHWAY 12 FROM THE POST OFFICE,
 SA0286'32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN R34E T7N, SECTION
 SA0286'29, 226 FEET EAST OF THE EAST END OF THE SOUTH CONCRETE GUARDRAIL OF A
 SA0286'CONCRETE BRIDGE, 34 FEET NORTH OF A TELEPHONE POLE WITH A GUY WIRE,
 SA0286'47.0 FEET NORTH OF THE NORTH RAIL OF THE UNION PACIFIC RAILROAD, 72
 SA0286'FEET SOUTH-SOUTHEAST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 281,
 SA0286'0.5 FOOT NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY,
 SA0286'AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 0.2 FOOT ABOVE THE
 SA0286'GROUND.  NOTE-- THE PIPE IS LEANING SLIGHTLY BUT STILL SOLID.
 SA0286
 SA0286                          STATION RECOVERY (1978)
 SA0286
 SA0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SA0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0616 ***********************************************************************
 RD0616  TIDAL BM    -  This is a Tidal Bench Mark.
 RD0616  DESIGNATION -  49
 RD0616  PID         -  RD0616
 RD0616  STATE/COUNTY-  WA/CLARK
 RD0616  USGS QUAD   -  VANCOUVER (1990)
 RD0616
 RD0616                         *CURRENT SURVEY CONTROL
 RD0616  ___________________________________________________________________
 RD0616* NAD 83(1986)-  45 37 39.     (N)    122 41 16.     (W)     SCALED    
 RD0616* NAVD 88     -        15.800  (meters)      51.84   (feet)  ADJUSTED  
 RD0616  ___________________________________________________________________
 RD0616  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD0616  DYNAMIC HT  -          15.800 (meters)      51.84  (feet)  COMP
 RD0616  MODELED GRAV-     980,625.9   (mgal)                       NAVD 88
 RD0616
 RD0616  VERT ORDER  -  FIRST     CLASS II
 RD0616
 RD0616.The horizontal coordinates were scaled from a topographic map and have
 RD0616.an estimated accuracy of +/- 6 seconds.
 RD0616
 RD0616.The orthometric height was determined by differential leveling
 RD0616.and adjusted by the National Geodetic Survey in June 1991..
 RD0616.WARNING-Repeat measurements at this control monument indicate possible
 RD0616.vertical movement.
 RD0616
 RD0616.This Tidal Bench Mark is designated as VM 16652
 RD0616.by the Center for Operational Oceanographic Products and Services.
 RD0616
 RD0616.The geoid height was determined by GEOID03.
 RD0616
 RD0616.The dynamic height is computed by dividing the NAVD 88
 RD0616.geopotential number by the normal gravity value computed on the
 RD0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0616.degrees latitude (g = 980.6199 gals.).
 RD0616
 RD0616.The modeled gravity was interpolated from observed gravity values.
 RD0616
 RD0616;                    North         East    Units  Estimated Accuracy
 RD0616;SPC WA S     -    35,060.      329,410.      MT  (+/- 180 meters Scaled)
 RD0616
 RD0616                          SUPERSEDED SURVEY CONTROL
 RD0616
 RD0616  NGVD 29 (05/16/90)   14.745  (m)           48.38   (f) ADJUSTED    1 2
 RD0616
 RD0616.Superseded values are not recommended for survey control.
 RD0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0616.See file dsdata.txt to determine how the superseded data were derived.
 RD0616
 RD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER243527(NAD 83)
 RD0616_MARKER: DD = SURVEY DISK
 RD0616_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD0616_SP_SET: DRILL HOLE IN BRIDGE ABUTMENT
 RD0616_STAMPING: 49 1915 48.002 FT
 RD0616_MARK LOGO: USGS  
 RD0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0616+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 RD0616
 RD0616  HISTORY     - Date     Condition        Report By
 RD0616  HISTORY     - 1915     MONUMENTED       USGS
 RD0616  HISTORY     - 1962     GOOD             NGS
 RD0616  HISTORY     - 1987     GOOD             NGS
 RD0616  HISTORY     - 1990     POOR             USPSQD
 RD0616  HISTORY     - 19900416 GOOD             NGS
 RD0616  HISTORY     - 20020501 GOOD             USPSQD
 RD0616  HISTORY     - 20050118 GOOD             USPSQD
 RD0616  HISTORY     - 20060328 GOOD             USPSQD
 RD0616
 RD0616                          STATION DESCRIPTION
 RD0616
 RD0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RD0616'IN VANCOUVER.
 RD0616'AT VANCOUVER, CLARK COUNTY, AT THE NORTH END OF THE SPOKANE, PORTLAND
 RD0616'AND SEATTLE RAILWAY STEEL BRIDGE OVER COLUMBIA RIVER, AT THE EAST END
 RD0616'OF THE GRANITE ABUTMENT, IN THE TOP OF THE SIDE WALL, 10 FEET
 RD0616'NORTHEAST OF THE SOUTHWEST FACE OF THE ABUTMENT, 10 FEET SOUTHEAST OF
 RD0616'THE CENTER LINE OF THE EAST TRACK, AND LEVEL WITH THE TRACK.  A UNITED
 RD0616'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 48.002 FT. 49 1915.
 RD0616
 RD0616                          STATION RECOVERY (1987)
 RD0616
 RD0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0616'RECOVERED IN GOOD CONDITION.
 RD0616
 RD0616                          STATION RECOVERY (1990)
 RD0616
 RD0616'RECOVERY NOTE BY US POWER SQUADRON 1990 (EF)
 RD0616'MARK RECOVERED IN POOR CONDITION.
 RD0616
 RD0616                          STATION RECOVERY (1990)
 RD0616
 RD0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RD0616'RECOVERED IN GOOD CONDITION.
 RD0616
 RD0616                          STATION RECOVERY (2002)
 RD0616
 RD0616'RECOVERY NOTE BY US POWER SQUADRON 2002 (RHC)
 RD0616'BRIDGE IS NOW OWNED BY BURLINGTON NORTHERN AND SANTA FE RAILWAY
 RD0616
 RD0616                          STATION RECOVERY (2005)
 RD0616
 RD0616'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD0616'RECOVERED IN GOOD CONDITION.
 RD0616
 RD0616                          STATION RECOVERY (2006)
 RD0616
 RD0616'RECOVERY NOTE BY US POWER SQUADRON 2006 (PZ)
 RD0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0335 ***********************************************************************
 TR0335  DESIGNATION -  49 RS
 TR0335  PID         -  TR0335
 TR0335  STATE/COUNTY-  WA/ISLAND
 TR0335  USGS QUAD   -  OAK HARBOR (1973)
 TR0335
 TR0335                         *CURRENT SURVEY CONTROL
 TR0335  ___________________________________________________________________
 TR0335* NAD 83(1986)-  48 17 15.     (N)    122 39 16.     (W)     SCALED    
 TR0335* NAVD 88     -        26.896  (meters)      88.24   (feet)  ADJUSTED  
 TR0335  ___________________________________________________________________
 TR0335  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 TR0335  DYNAMIC HT  -          26.902 (meters)      88.26  (feet)  COMP
 TR0335  MODELED GRAV-     980,838.5   (mgal)                       NAVD 88
 TR0335
 TR0335  VERT ORDER  -  FIRST     CLASS II
 TR0335
 TR0335.The horizontal coordinates were scaled from a topographic map and have
 TR0335.an estimated accuracy of +/- 6 seconds.
 TR0335
 TR0335.The orthometric height was determined by differential leveling
 TR0335.and adjusted by the National Geodetic Survey in June 1991..
 TR0335
 TR0335.The geoid height was determined by GEOID03.
 TR0335
 TR0335.The dynamic height is computed by dividing the NAVD 88
 TR0335.geopotential number by the normal gravity value computed on the
 TR0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0335.degrees latitude (g = 980.6199 gals.).
 TR0335
 TR0335.The modeled gravity was interpolated from observed gravity values.
 TR0335
 TR0335;                    North         East    Units  Estimated Accuracy
 TR0335;SPC WA N     -   144,750.      364,880.      MT  (+/- 180 meters Scaled)
 TR0335
 TR0335                          SUPERSEDED SURVEY CONTROL
 TR0335
 TR0335  NGVD 29 (??/??/92)   25.753  (m)           84.49   (f) ADJ UNCH    1 2
 TR0335
 TR0335.Superseded values are not recommended for survey control.
 TR0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0335.See file dsdata.txt to determine how the superseded data were derived.
 TR0335
 TR0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU256483(NAD 83)
 TR0335_MARKER: DD = SURVEY DISK
 TR0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0335_SP_SET: FOUNDATION
 TR0335_STAMPING: 49 RS 84 1940
 TR0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0335
 TR0335  HISTORY     - Date     Condition        Report By
 TR0335  HISTORY     - 1940     MONUMENTED       CGS
 TR0335  HISTORY     - 1952     GOOD             NGS
 TR0335  HISTORY     - 1964     GOOD             NGS
 TR0335  HISTORY     - 1979     MARK NOT FOUND   NGS
 TR0335  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR0335
 TR0335                          STATION DESCRIPTION
 TR0335
 TR0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0335'IN OAK HARBOR.
 TR0335'AT OAK HARBOR, AT THE WATER TANK TOWER, IN THE TOP OF THE SOUTHEAST
 TR0335'CORNER OF THE CONCRETE FOUNDATION FOR THE SOUTHEAST LEG, 7.5 FEET
 TR0335'NORTH OF THE NORTHEAST CORNER OF A WATER PUMP SHACK, AND ABOUT 1 FOOT
 TR0335'ABOVE GROUND.
 TR0335
 TR0335                          STATION RECOVERY (1964)
 TR0335
 TR0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TR0335'RECOVERED IN GOOD CONDITION.
 TR0335
 TR0335                          STATION RECOVERY (1979)
 TR0335
 TR0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TR0335'MARK NOT FOUND.
 TR0335
 TR0335                          STATION RECOVERY (2001)
 TR0335
 TR0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0335'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0115 ***********************************************************************
 SB0115  DESIGNATION -  49 TR USGS
 SB0115  PID         -  SB0115
 SB0115  STATE/COUNTY-  WA/YAKIMA
 SB0115  USGS QUAD   -  SELAH SPRINGS (1953)
 SB0115
 SB0115                         *CURRENT SURVEY CONTROL
 SB0115  ___________________________________________________________________
 SB0115* NAD 83(1986)-  46 42 46.     (N)    120 19 59.     (W)     SCALED    
 SB0115* NAVD 88     -       646.994  (meters)    2122.68   (feet)  ADJUSTED  
 SB0115  ___________________________________________________________________
 SB0115  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 SB0115  DYNAMIC HT  -         646.970 (meters)    2122.60  (feet)  COMP
 SB0115  MODELED GRAV-     980,555.6   (mgal)                       NAVD 88
 SB0115
 SB0115  VERT ORDER  -  SECOND    CLASS 0
 SB0115
 SB0115.The horizontal coordinates were scaled from a topographic map and have
 SB0115.an estimated accuracy of +/- 6 seconds.
 SB0115
 SB0115.The orthometric height was determined by differential leveling
 SB0115.and adjusted by the National Geodetic Survey in June 1991..
 SB0115
 SB0115.The geoid height was determined by GEOID03.
 SB0115
 SB0115.The dynamic height is computed by dividing the NAVD 88
 SB0115.geopotential number by the normal gravity value computed on the
 SB0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0115.degrees latitude (g = 980.6199 gals.).
 SB0115
 SB0115.The modeled gravity was interpolated from observed gravity values.
 SB0115
 SB0115;                    North         East    Units  Estimated Accuracy
 SB0115;SPC WA S     -   153,340.      512,760.      MT  (+/- 180 meters Scaled)
 SB0115
 SB0115                          SUPERSEDED SURVEY CONTROL
 SB0115
 SB0115  NGVD 29 (??/??/92)  645.885  (m)         2119.04   (f) ADJ UNCH    2 0
 SB0115
 SB0115.Superseded values are not recommended for survey control.
 SB0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0115.See file dsdata.txt to determine how the superseded data were derived.
 SB0115
 SB0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS038767(NAD 83)
 SB0115_MARKER: DD = SURVEY DISK
 SB0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0115_STAMPING: 49 TR 2119 1936
 SB0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0115+STABILITY: SURFACE MOTION
 SB0115
 SB0115  HISTORY     - Date     Condition        Report By
 SB0115  HISTORY     - 1936     MONUMENTED       USGS
 SB0115  HISTORY     - 1949     GOOD             NGS
 SB0115
 SB0115                          STATION DESCRIPTION
 SB0115
 SB0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0115'11.7 MI E FROM POMONA.
 SB0115'1.7 MILES SOUTHEAST ALONG POMONA ROAD FROM THE NORTHERN PACIFIC
 SB0115'RAILWAY SIDING SIGN AT POMONA, THENCE 7.0 MILES EAST ALONG THE COLD
 SB0115'CREEK ROAD, THENCE 3.0 MILES NORTH ALONG THE OLD ELLENSBURG-SELAH
 SB0115'STAGE ROAD, 0.4 MILE SOUTH OF THE INTERSECTION OF A GRADED ROAD, ON
 SB0115'THE SOUTH SLOPE OF A HILL, 31 FEET EAST OF THE CENTER LINE OF THE
 SB0115'ROAD, 2.1 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 SB0115'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 SB0115'THE GROUND.  NOTE-- THIS MARK IS LEANING.  THE TOP OF THE POST IS
 SB0115'CHIPPED BUT THE DISK IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4302 ***********************************************************************
 RD4302  DESIGNATION -  4901
 RD4302  PID         -  RD4302
 RD4302  STATE/COUNTY-  WA/CLARK
 RD4302  USGS QUAD   -  ORCHARDS (1990)
 RD4302
 RD4302                         *CURRENT SURVEY CONTROL
 RD4302  ___________________________________________________________________
 RD4302* NAD 83(1986)-  45 39 27.     (N)    122 33 27.     (W)     SCALED    
 RD4302* NAVD 88     -        61.301  (meters)     201.12   (feet)  ADJUSTED  
 RD4302  ___________________________________________________________________
 RD4302  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 RD4302  DYNAMIC HT  -          61.302 (meters)     201.12  (feet)  COMP
 RD4302  MODELED GRAV-     980,618.7   (mgal)                       NAVD 88
 RD4302
 RD4302  VERT ORDER  -  SECOND    CLASS II
 RD4302
 RD4302.The horizontal coordinates were scaled from a topographic map and have
 RD4302.an estimated accuracy of +/- 6 seconds.
 RD4302
 RD4302.The orthometric height was determined by differential leveling
 RD4302.and adjusted by the National Geodetic Survey in April 1995..
 RD4302
 RD4302.The geoid height was determined by GEOID03.
 RD4302
 RD4302.The dynamic height is computed by dividing the NAVD 88
 RD4302.geopotential number by the normal gravity value computed on the
 RD4302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4302.degrees latitude (g = 980.6199 gals.).
 RD4302
 RD4302.The modeled gravity was interpolated from observed gravity values.
 RD4302
 RD4302;                    North         East    Units  Estimated Accuracy
 RD4302;SPC WA S     -    38,120.      339,650.      MT  (+/- 180 meters Scaled)
 RD4302
 RD4302                          SUPERSEDED SURVEY CONTROL
 RD4302
 RD4302  NGVD 29 (03/17/92)   60.252  (m)          197.68   (f) ADJUSTED    2 2
 RD4302
 RD4302.Superseded values are not recommended for survey control.
 RD4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4302.See file dsdata.txt to determine how the superseded data were derived.
 RD4302
 RD4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER344560(NAD 83)
 RD4302_MARKER: DB = BENCH MARK DISK
 RD4302_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4302_SP_SET: TOP OF CURB
 RD4302_STAMPING: 4901 1990
 RD4302_MARK LOGO: WA-011
 RD4302_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4302+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 RD4302
 RD4302  HISTORY     - Date     Condition        Report By
 RD4302  HISTORY     - 1990     MONUMENTED       WA-011
 RD4302  HISTORY     - 20040311 GOOD             USPSQD
 RD4302  HISTORY     - 20050402 GOOD             USPSQD
 RD4302  HISTORY     - 20060607 GOOD             USPSQD
 RD4302
 RD4302                          STATION DESCRIPTION
 RD4302
 RD4302'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4302'IN TOP OF EAST CURB OF N.E. 112TH AVE.,0.3 MILES SOUTH OF INTERSECTION
 RD4302'WITH SR-500, IN NORTHEAST QUADRANT OF INTERSECTION WITH N.E. 49TH
 RD4302'STREET, 79.5 FT (24.2 M) NORTH OF CENTERLINE OF 49TH STREET, 60.7 FT
 RD4302'(18.5 M) SOUTH OF PROJECTED NORTH LINE OF DELI MART BUILDING, 25.5 FT
 RD4302'(7.8 M) NORTH OF POWER POLE NO. PUD 001636SET 2 IN DIAM DOMED BRASS
 RD4302'DISK
 RD4302
 RD4302                          STATION RECOVERY (2004)
 RD4302
 RD4302'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4302'RECOVERED IN GOOD CONDITION.
 RD4302
 RD4302                          STATION RECOVERY (2005)
 RD4302
 RD4302'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD4302'RECOVERED IN GOOD CONDITION.
 RD4302
 RD4302                          STATION RECOVERY (2006)
 RD4302
 RD4302'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1023 ***********************************************************************
 SA1023  DESIGNATION -  494
 SA1023  PID         -  SA1023
 SA1023  STATE/COUNTY-  WA/BENTON
 SA1023  USGS QUAD   -  BENTON CITY (1974)
 SA1023
 SA1023                         *CURRENT SURVEY CONTROL
 SA1023  ___________________________________________________________________
 SA1023* NAD 83(1986)-  46 15 46.     (N)    119 29 17.     (W)     SCALED    
 SA1023* NAVD 88     -       151.505  (meters)     497.06   (feet)  ADJUSTED  
 SA1023  ___________________________________________________________________
 SA1023  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SA1023  DYNAMIC HT  -         151.511 (meters)     497.08  (feet)  COMP
 SA1023  MODELED GRAV-     980,646.8   (mgal)                       NAVD 88
 SA1023
 SA1023  VERT ORDER  -  SECOND    CLASS 0
 SA1023
 SA1023.The horizontal coordinates were scaled from a topographic map and have
 SA1023.an estimated accuracy of +/- 6 seconds.
 SA1023
 SA1023.The orthometric height was determined by differential leveling
 SA1023.and adjusted by the National Geodetic Survey in June 1991..
 SA1023
 SA1023.The geoid height was determined by GEOID03.
 SA1023
 SA1023.The dynamic height is computed by dividing the NAVD 88
 SA1023.geopotential number by the normal gravity value computed on the
 SA1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1023.degrees latitude (g = 980.6199 gals.).
 SA1023
 SA1023.The modeled gravity was interpolated from observed gravity values.
 SA1023
 SA1023;                    North         East    Units  Estimated Accuracy
 SA1023;SPC WA S     -   103,810.      578,010.      MT  (+/- 180 meters Scaled)
 SA1023
 SA1023                          SUPERSEDED SURVEY CONTROL
 SA1023
 SA1023  NGVD 29 (??/??/92)  150.468  (m)          493.66   (f) ADJ UNCH    2 0
 SA1023
 SA1023.Superseded values are not recommended for survey control.
 SA1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1023.See file dsdata.txt to determine how the superseded data were derived.
 SA1023
 SA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM082262(NAD 83)
 SA1023_MARKER: DB = BENCH MARK DISK
 SA1023_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SA1023+WITH SETTING: PAVEMENT
 SA1023_SP_SET: BASE
 SA1023_STAMPING: 494 WASH 1915
 SA1023_MARK LOGO: USGS  
 SA1023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SA1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1023+STABILITY: SURFACE MOTION
 SA1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA1023+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 SA1023
 SA1023  HISTORY     - Date     Condition        Report By
 SA1023  HISTORY     - 1915     MONUMENTED       USGS
 SA1023  HISTORY     - 1949     GOOD             NGS
 SA1023  HISTORY     - 1970     GOOD             LOCENG
 SA1023  HISTORY     - 19920909 GOOD             CHANCE
 SA1023  HISTORY     - 20060824 GOOD             GEOCAC
 SA1023
 SA1023                          STATION DESCRIPTION
 SA1023
 SA1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1023'IN BENTON CITY.
 SA1023'AT BENTON CITY, AT THE UNION PACIFIC RAILWAY WATER TANK, SET
 SA1023'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE BASE OF THE LEG AT THE
 SA1023'SOUTHWEST CORNER OF PIPE HOUSING, 9 RAILS WEST OF THE SOUTHWEST CORNER
 SA1023'OF THE TICKET OFFICE OF THE RAILWAY STATION BUILDING, 21.3 FEET NORTH
 SA1023'OF THE NORTH RAIL OF MAIN TRACK, ABOUT LEVEL WITH THE TOP OF THE RAIL,
 SA1023'AND ABOUT 0.5 FOOT ABOVE THE GROUND.
 SA1023
 SA1023                          STATION RECOVERY (1970)
 SA1023
 SA1023'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 SA1023'RECOVERED IN GOOD CONDITION.
 SA1023
 SA1023                          STATION RECOVERY (1992)
 SA1023
 SA1023'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (MRM)
 SA1023'THE STATION IS LOCATED APPROXIMATELY 10 MI (16.09 KM) WEST OF RICHLAND
 SA1023', WA., IN BENTON CITY, WA. TO REACH THE STATION FROM I-82 WESTBOUND,
 SA1023'EXIT 96 (BENTON CITY), TURN RIGHT AND PROCEED NORTH ON S.R. 225 FOR
 SA1023'1.3 MI (2.09 KM) TO A RAILROAD CROSSING IN BENTON CITY, AND THE
 SA1023'STATION ON THE LEFT. THE STATION IS 119 FT (36.27 M) WEST OF THE
 SA1023'CENTERLINE OF S.R. 225 (NINTH ST.), 21.3 FT (6.49 M) NORTH OF THE
 SA1023'NORTH RAIL, 16 FT (4.88 M) SOUTH OF A 6 FT (1.83 M) WIDE DITCH, AND 1
 SA1023'FT (0.30 M) NORTH OF A CARSONITE WITNESS POST, SET VERTICALLY IN THE
 SA1023'SOUTH SIDE SIDE OF A 20 X 20 CONCRETE FOUNDATION WHICH PROJECTS 1 FT
 SA1023'(0.30 M) ABOVE THE GROUND.
 SA1023
 SA1023                          STATION RECOVERY (2006)
 SA1023
 SA1023'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 SA1023'RAILLROAD TRACKS HAVE BEEN REMOVED .  STATION IS 21 YARDS NORTH OF
 SA1023'ABANDONED RAILWAY STATION BUILDING.
 SA1023' 
 SA1023'HANDHELD GPS N46 15.783 W119 29.287
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1623 ***********************************************************************
 TR1623  DESIGNATION -  4=TIBBAL
 TR1623  PID         -  TR1623
 TR1623  STATE/COUNTY-  WA/JEFFERSON
 TR1623  USGS QUAD   -  PORT TOWNSEND NORTH (1973)
 TR1623
 TR1623                         *CURRENT SURVEY CONTROL
 TR1623  ___________________________________________________________________
 TR1623* NAD 83(1991)-  48 08 09.17339(N)    122 48 57.55273(W)     ADJUSTED  
 TR1623* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 TR1623  ___________________________________________________________________
 TR1623  LAPLACE CORR-         -10.05  (seconds)                    DEFLEC99
 TR1623  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 TR1623
 TR1623  HORZ ORDER  -  SECOND
 TR1623
 TR1623.The horizontal coordinates were established by classical geodetic methods
 TR1623.and adjusted by the National Geodetic Survey in December 1991..
 TR1623
 TR1623.The orthometric height was scaled from a topographic map.
 TR1623
 TR1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1623
 TR1623.The geoid height was determined by GEOID03.
 TR1623
 TR1623;                    North         East     Units Scale Factor Converg.
 TR1623;SPC WA N     -   128,190.692   352,457.566   MT  0.99994230   -1 28 34.1
 TR1623;SPC WA N     -   420,572.30  1,156,354.53   sFT  0.99994230   -1 28 34.1
 TR1623;UTM  10      - 5,331,419.440   513,690.465   MT  0.99960230   +0 08 13.3
 TR1623
 TR1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1623!SPC WA N     -   0.99999089  x   0.99994230  =   0.99993319
 TR1623!UTM  10      -   0.99999089  x   0.99960230  =   0.99959319
 TR1623
 TR1623|---------------------------------------------------------------------|
 TR1623| PID    Reference Object                     Distance      Geod. Az  |
 TR1623|                                                           dddmmss.s |
 TR1623| CF9103 TIBBAL RM 2                          10.337 METERS 17549     |
 TR1623| CF9102 TIBBAL RM 1                          18.489 METERS 23528     |
 TR1623| TR1633 MID                                 APPROX. 1.6 KM 2712602.1 |
 TR1623|---------------------------------------------------------------------|
 TR1623
 TR1623                          SUPERSEDED SURVEY CONTROL
 TR1623
 TR1623  NAD 83(1986)-  48 08 09.17322(N)    122 48 57.55834(W) AD(       ) 2
 TR1623  NAD 27      -  48 08 09.84400(N)    122 48 52.92700(W) AD(       ) 2
 TR1623
 TR1623.Superseded values are not recommended for survey control.
 TR1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1623.See file dsdata.txt to determine how the superseded data were derived.
 TR1623
 TR1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1369031419(NAD 83)
 TR1623
 TR1623  HISTORY     - Date     Condition        Report By
 TR1623  HISTORY     - 1942     MONUMENTED       USE
 TR1623  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR1623  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1623
 TR1623                          STATION DESCRIPTION
 TR1623
 TR1623'DESCRIBED BY US ENGINEERS 1942 (GCM)
 TR1623'THE STATION IS LOCATED ON TIBBALS BLUFF, ABOUT 1/4 MILE E OF THE
 TR1623'HIGHEST POINT OF THE BLUFF, 6 FEET E OF A FENCE LINE, 8 FEET S
 TR1623'OF THE EDGE OF THE BLUFF, AND ABOUT 50 FEET N OF A DIRT ROAD.
 TR1623'
 TR1623'STATION MARK IS A 5- BY 5-INCH CONCRETE POST PROJECTING 6
 TR1623'INCHES, WITH A COPPER PLUG WITH CROSS IMBEDDED IN TOP.  THE LETTERS
 TR1623'U.S.E.D. ARE ENGRAVED IN THE CONCRETE TOP AND A SQUARE COPPER
 TR1623'PLUG ON THE TOP OF THE POST HAS THE NUMBER 4 STAMPED ON IT.
 TR1623'
 TR1623'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 TR1623'IS SET VERTICALLY IN THE W CORNER OF THE STRUCTURE AND IS STAMPED
 TR1623'TIBBAL 1942.
 TR1623'
 TR1623'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 TR1623'AN 8-INCH BY 8-INCH BY 3-1/2-FOOT CONCRETE POST PROJECTING
 TR1623'4 INCHES.  IT IS STAMPED TIBBAL 1942.
 TR1623
 TR1623                          STATION RECOVERY (1942)
 TR1623
 TR1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CP)
 TR1623'THE 1942 DESCRIPTION BY G.C. MATTISON WAS FOUND TO BE ADEQUATE
 TR1623'WITH THE FOLLOWING EXCEPTIONS--
 TR1623'
 TR1623'IT WAS 65.5 FEET N OF THE CENTER LINE OF THE DIRT ROAD, INSTEAD
 TR1623'OF 50 FEET AS NOTED IN THE ORIGINAL DESCRIPTION.
 TR1623'
 TR1623'IT WAS 4.5 FEET S OF THE EDGE OF THE BLUFF, INSTEAD OF 8 FEET
 TR1623'AS NOTED IN THE ORIGINAL DESCRIPTION.  STATION IS 210 FEET ABOVE
 TR1623'HIGH-WATER LINE.
 TR1623'
 TR1623'ALL MARKS WERE FOUND TO BE IN EXCELLENT CONDITION.
 TR1623
 TR1623                          STATION RECOVERY (1962)
 TR1623
 TR1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1623'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1623'CONDITION.  THEY ARE LOCATED ON THE SOUTH SIDE OF THE STRAIT OF
 TR1623'JUAN DE FUCA, ABOUT 3 MILES WEST OF POINT WILSON AND ABOUT 1
 TR1623'MILE EAST OF MIDDLE POINT.
 TR1623'
 TR1623'THE STATION IS A COPPER PLUG WITH A CROSS MARKING THE CENTER,
 TR1623'SET IN THE TOP OF A 5-INCH SQUARE CONCRETE MONUMENT PROJECTING 6
 TR1623'INCHES.  THE LETTERS U.S.E.D. ARE INSCRIBED IN THE TOP OF THE
 TR1623'MONUMENT AND A SQUARE COPPER PLUG ON THE TOP OF THE MONUMENT
 TR1623'HAS THE LETTER 4 STAMPED ON IT.  THE STATION IS 66 FEET NORTH OF
 TR1623'THE CENTERLINE OF A DIRT ROAD, 40.1 FEET NORTHEAST OF THE NORTHEAST
 TR1623'CORNER OF AN ABANDONED OBSERVATION POST, 6 FEET EAST OF A
 TR1623'FENCE LINE AND 4 FEET SOUTH OF A FENCE LINE.
 TR1623'
 TR1623'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TIBAL NO. 1 1942,
 TR1623'SET VERTICALLY IN THE WEST CORNER OF AN ABANDONED CONCRETE
 TR1623'OBSERVATION POST.
 TR1623'
 TR1623'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TIBAL NO. 2 1942,
 TR1623'SET IN THE TOP OF A 5-INCH SQUARE CONCRETE MONUMENT.  IT IS 3
 TR1623'FEET EAST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0110 ***********************************************************************
 SC0110  DESIGNATION -  5
 SC0110  PID         -  SC0110
 SC0110  STATE/COUNTY-  WA/COWLITZ
 SC0110  USGS QUAD   -  KALAMA (1990)
 SC0110
 SC0110                         *CURRENT SURVEY CONTROL
 SC0110  ___________________________________________________________________
 SC0110* NAD 83(1986)-  46 00 16.     (N)    122 50 42.     (W)     SCALED    
 SC0110* NAVD 88     -         9.083  (meters)      29.80   (feet)  ADJUSTED  
 SC0110  ___________________________________________________________________
 SC0110  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 SC0110  DYNAMIC HT  -           9.083 (meters)      29.80  (feet)  COMP
 SC0110  MODELED GRAV-     980,675.4   (mgal)                       NAVD 88
 SC0110
 SC0110  VERT ORDER  -  FIRST     CLASS II
 SC0110
 SC0110.The horizontal coordinates were scaled from a topographic map and have
 SC0110.an estimated accuracy of +/- 6 seconds.
 SC0110
 SC0110.The orthometric height was determined by differential leveling
 SC0110.and adjusted by the National Geodetic Survey in June 1991..
 SC0110
 SC0110.The geoid height was determined by GEOID03.
 SC0110
 SC0110.The dynamic height is computed by dividing the NAVD 88
 SC0110.geopotential number by the normal gravity value computed on the
 SC0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0110.degrees latitude (g = 980.6199 gals.).
 SC0110
 SC0110.The modeled gravity was interpolated from observed gravity values.
 SC0110
 SC0110;                    North         East    Units  Estimated Accuracy
 SC0110;SPC WA S     -    77,290.      318,400.      MT  (+/- 180 meters Scaled)
 SC0110
 SC0110                          SUPERSEDED SURVEY CONTROL
 SC0110
 SC0110  NGVD 29 (??/??/92)    8.146  (m)           26.73   (f) ADJ UNCH    1 2
 SC0110
 SC0110.Superseded values are not recommended for survey control.
 SC0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0110.See file dsdata.txt to determine how the superseded data were derived.
 SC0110
 SC0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER120945(NAD 83)
 SC0110_MARKER: Z = SEE DESCRIPTION
 SC0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0110_STAMPING: 5 USE 1911
 SC0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0110+STABILITY: SURFACE MOTION
 SC0110
 SC0110  HISTORY     - Date     Condition        Report By
 SC0110  HISTORY     - 1911     MONUMENTED       DOD
 SC0110  HISTORY     - 1941     GOOD             NGS
 SC0110  HISTORY     - 1951     GOOD             NGS
 SC0110  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0110  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0110  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SC0110
 SC0110                          STATION DESCRIPTION
 SC0110
 SC0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SC0110'0.3 MI S FROM KALAMA.
 SC0110'0.3 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SC0110'KALAMA, COWLITZ COUNTY, 315 FEET SOUTH OF THE CROSSING OF A ROAD
 SC0110'LEADING TO THE OLD MILL OF THE DOYLE LUMBER AND SHINGLE CO., 150 FEET
 SC0110'NORTHWEST OF WEST SEMAPHORE NO. 1079, AT THE TOP OF A SMALL KNOLL JUST
 SC0110'NORTH OF A LARGER KNOLL, 53.4 FEET WEST OF THE CENTER LINE OF THE
 SC0110'DOUBLE TRACK, 18.4 FEET NORTHWEST OF A POLE, ON THE WEST SIDE OF THE
 SC0110'TRACK, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A 1/4 INCH BRASS ROD
 SC0110'SET IN THE TOP OF A CONCRETE POST MARKED B M 5 USE 1911 AND PROJECTING
 SC0110'6 INCHES ABOVE GROUND.
 SC0110
 SC0110                          STATION RECOVERY (1951)
 SC0110
 SC0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 SC0110'RECOVERED IN GOOD CONDITION.
 SC0110
 SC0110                          STATION RECOVERY (1987)
 SC0110
 SC0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0110'NOT RECOVERED.
 SC0110
 SC0110                          STATION RECOVERY (1989)
 SC0110
 SC0110'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0110'MARK NOT FOUND.
 SC0110
 SC0110                          STATION RECOVERY (1990)
 SC0110
 SC0110'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWC)
 SC0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3592 ***********************************************************************
 RD3592  DESIGNATION -  5
 RD3592  PID         -  RD3592
 RD3592  STATE/COUNTY-  WA/CLARK
 RD3592  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3592
 RD3592                         *CURRENT SURVEY CONTROL
 RD3592  ___________________________________________________________________
 RD3592* NAD 83(1991)-  45 39 25.46943(N)    122 45 12.34576(W)     ADJUSTED  
 RD3592* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD3592  ___________________________________________________________________
 RD3592  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 RD3592  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD3592
 RD3592  HORZ ORDER  -  THIRD
 RD3592
 RD3592.The horizontal coordinates were established by classical geodetic methods
 RD3592.and adjusted by the National Geodetic Survey in December 1991..
 RD3592
 RD3592.The orthometric height was scaled from a topographic map.
 RD3592
 RD3592.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3592
 RD3592.The geoid height was determined by GEOID03.
 RD3592
 RD3592;                    North         East     Units Scale Factor Converg.
 RD3592;SPC WA S     -    38,493.295   324,382.765   MT  1.00004461   -1 38 12.8
 RD3592;SPC WA S     -   126,290.09  1,064,245.79   sFT  1.00004461   -1 38 12.8
 RD3592;SPC OR N     -   223,629.785 2,324,401.616   MT  0.99993089   -1 35 53.2
 RD3592;SPC OR N     -   733,693.52  7,625,989.55   iFT  0.99993089   -1 35 53.2
 RD3592;UTM  10      - 5,055,976.865   519,210.136   MT  0.99960454   +0 10 34.8
 RD3592
 RD3592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3592!SPC WA S     -   1.00000247  x   1.00004461  =   1.00004708
 RD3592!SPC OR N     -   1.00000247  x   0.99993089  =   0.99993336
 RD3592!UTM  10      -   1.00000247  x   0.99960454  =   0.99960701
 RD3592
 RD3592:                Primary Azimuth Mark                     Grid Az
 RD3592:SPC WA S     -  7                                        226 09 54.7
 RD3592:SPC OR N     -  7                                        226 07 35.1
 RD3592:UTM  10      -  7                                        224 21 07.1
 RD3592
 RD3592|---------------------------------------------------------------------|
 RD3592| PID    Reference Object                     Distance      Geod. Az  |
 RD3592|                                                           dddmmss.s |
 RD3592| RD3586 7                                   APPROX. 1.0 KM 2243141.9 |
 RD3592|---------------------------------------------------------------------|
 RD3592
 RD3592                          SUPERSEDED SURVEY CONTROL
 RD3592
 RD3592  NAD 83(1991)-  45 39 25.46943(N)    122 45 12.34576(W) AD(       ) 3
 RD3592  NAD 83(1986)-  45 39 25.48850(N)    122 45 12.34673(W) AD(       ) 3
 RD3592  NAD 27      -  45 39 26.06600(N)    122 45 07.98800(W) AD(       ) 3
 RD3592
 RD3592.Superseded values are not recommended for survey control.
 RD3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3592.See file dsdata.txt to determine how the superseded data were derived.
 RD3592
 RD3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1921055977(NAD 83)
 RD3592
 RD3592  HISTORY     - Date     Condition        Report By
 RD3592  HISTORY     - 1899     MONUMENTED       USE
 RD3592  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3592
 RD3592                          STATION DESCRIPTION
 RD3592
 RD3592'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3592'THERE IS NO PREVIOUS DESCRIPTION FOR THIS STATION.  ITS LOCATION
 RD3592'WAS PLOTTED ON A PLANIMETRIC MAP.  A SEARCH WAS MADE IN THE
 RD3592'AREA.  INQUIRIES WERE MADE OF THE LOCAL PEOPLE AND NO ONE HAD
 RD3592'EVER SEEN IT.
 RD3592'
 RD3592'THIS STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1724 ***********************************************************************
 SC1724  DESIGNATION -  5
 SC1724  PID         -  SC1724
 SC1724  STATE/COUNTY-  WA/WAHKIAKUM
 SC1724  USGS QUAD   -  NASSA POINT (1985)
 SC1724
 SC1724                         *CURRENT SURVEY CONTROL
 SC1724  ___________________________________________________________________
 SC1724* NAD 83(1991)-  46 09 03.35239(N)    123 21 47.93809(W)     ADJUSTED  
 SC1724* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC1724  ___________________________________________________________________
 SC1724  LAPLACE CORR-           6.89  (seconds)                    DEFLEC99
 SC1724  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 SC1724
 SC1724  HORZ ORDER  -  THIRD
 SC1724
 SC1724.The horizontal coordinates were established by classical geodetic methods
 SC1724.and adjusted by the National Geodetic Survey in December 1991..
 SC1724
 SC1724.The orthometric height was scaled from a topographic map.
 SC1724
 SC1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1724
 SC1724.The geoid height was determined by GEOID03.
 SC1724
 SC1724;                    North         East     Units Scale Factor Converg.
 SC1724;SPC WA S     -    94,889.912   278,863.093   MT  0.99994314   -2 04 47.6
 SC1724;SPC WA S     -   311,317.99    914,903.33   sFT  0.99994314   -2 04 47.6
 SC1724;SPC OR N     -   279,990.994 2,278,838.978   MT  1.00004190   -2 01 50.2
 SC1724;SPC OR N     -   918,605.62  7,476,505.83   iFT  1.00004190   -2 01 50.2
 SC1724;UTM  10      - 5,110,881.358   471,944.188   MT  0.99960968   -0 15 43.2
 SC1724
 SC1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1724!SPC WA S     -   1.00000318  x   0.99994314  =   0.99994632
 SC1724!SPC OR N     -   1.00000318  x   1.00004190  =   1.00004508
 SC1724!UTM  10      -   1.00000318  x   0.99960968  =   0.99961286
 SC1724
 SC1724|---------------------------------------------------------------------|
 SC1724| PID    Reference Object                     Distance      Geod. Az  |
 SC1724|                                                           dddmmss.s |
 SC1724| CE2885 5 RM 1                               71.240 METERS 00610     |
 SC1724| SC1742 GUS                                 APPROX. 4.1 KM 1100650.7 |
 SC1724| SC1723 5 AUX                                30.680 METERS 18935     |
 SC1724|---------------------------------------------------------------------|
 SC1724
 SC1724                          SUPERSEDED SURVEY CONTROL
 SC1724
 SC1724  NAD 83(1991)-  46 09 03.35239(N)    123 21 47.93809(W) AD(       ) 3
 SC1724  NAD 83(1986)-  46 09 03.36908(N)    123 21 47.93063(W) AD(       ) 3
 SC1724  NAD 27      -  46 09 03.97002(N)    123 21 43.47810(W) AD(       ) 3
 SC1724
 SC1724.Superseded values are not recommended for survey control.
 SC1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1724.See file dsdata.txt to determine how the superseded data were derived.
 SC1724
 SC1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7194410881(NAD 83)
 SC1724_MARKER: Z = SEE DESCRIPTION
 SC1724_SETTING: 0 = UNSPECIFIED SETTING
 SC1724
 SC1724  HISTORY     - Date     Condition        Report By
 SC1724  HISTORY     - 1936     MONUMENTED       USE
 SC1724  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1724
 SC1724                          STATION DESCRIPTION
 SC1724
 SC1724'DESCRIBED BY US ENGINEERS 1936 (RWK)
 SC1724'STATION IS ON THE S SIDE OF PUGET ISLAND, ABOUT 1.6 MILES W OF THE
 SC1724'EASTERLY END OF THE ISLAND AND ABOUT 400 METERS W OF A CABLE
 SC1724'CROSSING SIGN, ABOUT 25 METERS FROM THE HIGH WATER LINE ON THE
 SC1724'PROPERTY OF PETER LARSON.
 SC1724'
 SC1724'THE STATION WAS RE-MARKED BY CEMENTING A STANDARD DISK, STAMPED 5
 SC1724'U.S.E. 1914, INTO THE ORIGINAL PIPE, THE LATTER HAVING BEEN SET IN A
 SC1724'CONCRETE POST, FLUSH WITH THE GROUND.
 SC1724'
 SC1724'A STANDARD REFERENCE MARK, CEMENTED INTO A LENGTH OF 4-INCH
 SC1724'CAST-IRON SOIL PIPE, WAS PLACED ON THE N EDGE OF THE DIKE, ALONGSIDE
 SC1724'THE ROAD.
 SC1724
 SC1724                          STATION RECOVERY (1949)
 SC1724
 SC1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1724'STATION IS LOCATED ON THE S SIDE OF PUGET ISLAND, ABOUT 1.6 MILES
 SC1724'W OF THE E END OF THE ISLAND, ABOUT 400 METERS W OF A CABLE CROSSING
 SC1724'SIGN, ABOUT 25 METERS FROM THE HIGH WATER LINE, AND ON THE PROPERTY
 SC1724'OF PETER LARSON.
 SC1724'
 SC1724'STATION MARK IS A BRONZE DISK, STAMPED 5 U.S.E. 1914, SET IN AN
 SC1724'IRON PIPE FLUSH WITH THE SURFACE OF THE GROUND.
 SC1724'
 SC1724'A BRIEF SEARCH FAILED TO REVEAL THE REFERENCE MARK.  IT IS BELIEVED
 SC1724'TO BE STILL IN PLACE THOUGH BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0737 ***********************************************************************
 TP0737  DESIGNATION -  5 AA
 TP0737  PID         -  TP0737
 TP0737  STATE/COUNTY-  WA/OKANOGAN
 TP0737  USGS QUAD   -  COXIT MOUNTAIN (1989)
 TP0737
 TP0737                         *CURRENT SURVEY CONTROL
 TP0737  ___________________________________________________________________
 TP0737* NAD 83(1986)-  48 39 28.     (N)    119 50 26.     (W)     SCALED    
 TP0737* NAVD 88     -      1361.246  (meters)    4466.02   (feet)  ADJUSTED  
 TP0737  ___________________________________________________________________
 TP0737  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 TP0737  DYNAMIC HT  -        1361.229 (meters)    4465.97  (feet)  COMP
 TP0737  MODELED GRAV-     980,549.9   (mgal)                       NAVD 88
 TP0737
 TP0737  VERT ORDER  -  SECOND    CLASS 0
 TP0737
 TP0737.The horizontal coordinates were scaled from a topographic map and have
 TP0737.an estimated accuracy of +/- 6 seconds.
 TP0737
 TP0737.The orthometric height was determined by differential leveling
 TP0737.and adjusted by the National Geodetic Survey in June 1991..
 TP0737
 TP0737.The geoid height was determined by GEOID03.
 TP0737
 TP0737.The dynamic height is computed by dividing the NAVD 88
 TP0737.geopotential number by the normal gravity value computed on the
 TP0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0737.degrees latitude (g = 980.6199 gals.).
 TP0737
 TP0737.The modeled gravity was interpolated from observed gravity values.
 TP0737
 TP0737;                    North         East    Units  Estimated Accuracy
 TP0737;SPC WA N     -   184,790.      573,140.      MT  (+/- 180 meters Scaled)
 TP0737
 TP0737                          SUPERSEDED SURVEY CONTROL
 TP0737
 TP0737  NGVD 29 (??/??/92) 1359.838  (m)         4461.40   (f) ADJ UNCH    2 0
 TP0737
 TP0737.Superseded values are not recommended for survey control.
 TP0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0737.See file dsdata.txt to determine how the superseded data were derived.
 TP0737
 TP0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP908933(NAD 83)
 TP0737_MARKER: DD = SURVEY DISK
 TP0737_SETTING: 66 = SET IN ROCK OUTCROP
 TP0737_SP_SET: GRANITE OUTCROP
 TP0737_STAMPING: 5 AA 1954 4461
 TP0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0737+STABILITY: POSITION/ELEVATION WELL
 TP0737
 TP0737  HISTORY     - Date     Condition        Report By
 TP0737  HISTORY     - 1954     MONUMENTED       USGS
 TP0737  HISTORY     - 1959     GOOD             NGS
 TP0737
 TP0737                          STATION DESCRIPTION
 TP0737
 TP0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0737'8.7 MI NW FROM CONCONULLY.
 TP0737'8.7 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0737'CONCONULLY, 0.1 MILE NORTH OF SALMON MEADOWS GUARD STATION, 88 FEET
 TP0737'NORTH-NORTHEAST OF THE CENTER OF THE Y JUNCTION OF A TRACK ROAD
 TP0737'LEADING NORTHWEST TO SALMON MEADOWS FOREST CAMP, IN TOP OF A 3-BY
 TP0737'3-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND,
 TP0737'80 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD NORTHWEST, 1.6 FEET
 TP0737'WEST OF A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1723 ***********************************************************************
 SC1723  DESIGNATION -  5 AUX
 SC1723  PID         -  SC1723
 SC1723  STATE/COUNTY-  WA/WAHKIAKUM
 SC1723  USGS QUAD   -  NASSA POINT (1985)
 SC1723
 SC1723                         *CURRENT SURVEY CONTROL
 SC1723  ___________________________________________________________________
 SC1723* NAD 83(1991)-  46 09 02.37261(N)    123 21 48.17610(W)     ADJUSTED  
 SC1723* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC1723  ___________________________________________________________________
 SC1723  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 SC1723  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 SC1723
 SC1723  HORZ ORDER  -  THIRD
 SC1723
 SC1723.The horizontal coordinates were established by classical geodetic methods
 SC1723.and adjusted by the National Geodetic Survey in December 1991..
 SC1723
 SC1723.The orthometric height was scaled from a topographic map.
 SC1723
 SC1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1723
 SC1723.The geoid height was determined by GEOID03.
 SC1723
 SC1723;                    North         East     Units Scale Factor Converg.
 SC1723;SPC WA S     -    94,859.867   278,856.891   MT  0.99994317   -2 04 47.8
 SC1723;SPC WA S     -   311,219.41    914,882.98   sFT  0.99994317   -2 04 47.8
 SC1723;SPC OR N     -   279,960.940 2,278,832.802   MT  1.00004181   -2 01 50.4
 SC1723;SPC OR N     -   918,507.02  7,476,485.57   iFT  1.00004181   -2 01 50.4
 SC1723;UTM  10      - 5,110,851.141   471,938.945   MT  0.99960968   -0 15 43.4
 SC1723
 SC1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1723!SPC WA S     -   1.00000318  x   0.99994317  =   0.99994635
 SC1723!SPC OR N     -   1.00000318  x   1.00004181  =   1.00004499
 SC1723!UTM  10      -   1.00000318  x   0.99960968  =   0.99961286
 SC1723
 SC1723                          SUPERSEDED SURVEY CONTROL
 SC1723
 SC1723  NAD 83(1991)-  46 09 02.37261(N)    123 21 48.17610(W) AD(       ) 3
 SC1723  NAD 83(1986)-  46 09 02.38930(N)    123 21 48.16863(W) AD(       ) 3
 SC1723  NAD 27      -  46 09 02.99023(N)    123 21 43.71611(W) AD(       ) 3
 SC1723
 SC1723.Superseded values are not recommended for survey control.
 SC1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1723.See file dsdata.txt to determine how the superseded data were derived.
 SC1723
 SC1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7193910851(NAD 83)
 SC1723
 SC1723  HISTORY     - Date     Condition        Report By
 SC1723  HISTORY     - 1936     MONUMENTED       USE
 SC1723
 SC1723                          STATION DESCRIPTION
 SC1723
 SC1723'DESCRIBED BY US ENGINEERS 1936 (RWK)
 SC1723'STATION IS ON THE S SIDE OF PUGET ISLAND, ABOUT 1.6 MILES W OF THE
 SC1723'EASTERLY END OF THE ISLAND AND ABOUT 400 METERS W OF A CABLE
 SC1723'CROSSING SIGN, A POLE SIGNAL SECURED TO THE TALLEST PILING ON THE
 SC1723'W SIDE OF THE SMALL PIER OR LANDING ON THE PETER LARSON PROPERTY.
 SC1723'
 SC1723'THE STATION WAS NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2043 ***********************************************************************
 SA2043  DESIGNATION -  5 MILE RESET
 SA2043  PID         -  SA2043
 SA2043  STATE/COUNTY-  WA/WALLA WALLA
 SA2043  USGS QUAD   -  HUMORIST (1992)
 SA2043
 SA2043                         *CURRENT SURVEY CONTROL
 SA2043  ___________________________________________________________________
 SA2043* NAD 83(1991)-  46 14 03.55323(N)    118 57 44.43511(W)     ADJUSTED  
 SA2043* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 SA2043  ___________________________________________________________________
 SA2043  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 SA2043  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SA2043
 SA2043  HORZ ORDER  -  SECOND
 SA2043
 SA2043.The horizontal coordinates were established by classical geodetic methods
 SA2043.and adjusted by the National Geodetic Survey in December 1991..
 SA2043
 SA2043.The orthometric height was scaled from a topographic map.
 SA2043
 SA2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2043
 SA2043.The geoid height was determined by GEOID03.
 SA2043
 SA2043;                    North         East     Units Scale Factor Converg.
 SA2043;SPC WA S     -   101,300.247   618,592.745   MT  0.99993324   +1 07 01.0
 SA2043;SPC WA S     -   332,349.23  2,029,499.70   sFT  0.99993324   +1 07 01.0
 SA2043;UTM  11      - 5,121,954.173   348,695.159   MT  0.99988142   -1 25 02.7
 SA2043
 SA2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2043!SPC WA S     -   0.99998287  x   0.99993324  =   0.99991611
 SA2043!UTM  11      -   0.99998287  x   0.99988142  =   0.99986430
 SA2043
 SA2043:                Primary Azimuth Mark                     Grid Az
 SA2043:SPC WA S     -  RIDGE RESET                              084 25 19.7
 SA2043:UTM  11      -  RIDGE RESET                              086 57 23.4
 SA2043
 SA2043|---------------------------------------------------------------------|
 SA2043| PID    Reference Object                     Distance      Geod. Az  |
 SA2043|                                                           dddmmss.s |
 SA2043| SA2023 RIDGE RESET                         APPROX. 1.6 KM 0853220.7 |
 SA2043|---------------------------------------------------------------------|
 SA2043
 SA2043                          SUPERSEDED SURVEY CONTROL
 SA2043
 SA2043  NAD 83(1991)-  46 14 03.55363(N)    118 57 44.43456(W) AD(       ) 2
 SA2043  NAD 83(1986)-  46 14 03.56080(N)    118 57 44.42697(W) AD(       ) 2
 SA2043  NAD 27      -  46 14 04.07500(N)    118 57 40.41100(W) AD(       ) 2
 SA2043
 SA2043.Superseded values are not recommended for survey control.
 SA2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2043.See file dsdata.txt to determine how the superseded data were derived.
 SA2043
 SA2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4869521954(NAD 83)
 SA2043_MARKER: DD = SURVEY DISK
 SA2043_SETTING: 0 = UNSPECIFIED SETTING
 SA2043_STAMPING: 5 MILE RESET 1948
 SA2043_MARK LOGO: USE   
 SA2043
 SA2043  HISTORY     - Date     Condition        Report By
 SA2043  HISTORY     - 1948     MONUMENTED       USE
 SA2043  HISTORY     - 1958     GOOD             CGS
 SA2043
 SA2043                          STATION DESCRIPTION
 SA2043
 SA2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SA2043'RECOVERED IN GOOD CONDITION ABOUT 6 MI. E OF PASCO, ABOUT 4 MI. NE
 SA2043'OF BURBANK, ABOUT 1/4 MI. S OF THE SNAKE RIVER, ABOUT 90 FT. NE OF
 SA2043'A DIRT ROAD, ON THE CREST OF A SANDY KNOLL AT THE W EDGE OF A SAND
 SA2043'DUNE, 7 FT. SE OF A WITNESS POST.
 SA2043'
 SA2043'TO REACH THE STATION FROM THE POST OFFICE IN PASCO (THIRD AVENUE
 SA2043'AND LEWIS STREET), GO E ALONG LEWIS STREET (U.S. HIGHWAY 395/410)
 SA2043'FOR 4.5 MI., TURN LEFT ON WASHINGTON STATE HIGHWAY 3D FOR 1.1
 SA2043'MI., TURN LEFT (N) ON A SIDE ROAD FOR 1.0 MI. TO A T-ROAD
 SA2043'JUNCTION, TURN RIGHT FOR 0.6 MI. TO A DIRT ROAD LEFT (ALONG THE W
 SA2043'SIDE OF AN IRRIGATION DITCH) FOR 0.5 MI., TURN RIGHT ON A SIDE
 SA2043'ROAD FOR 0.1 MI. TO A ROAD FORK, TAKE THE RIGHT FORK (PASSING
 SA2043'TO THE RIGHT OF A CABIN AND THROUGH A GATE) AND GO 0.8 MI. E
 SA2043'ALONG AN OLD RIVER ROAD AND THE STATION ON THE LEFT.
 SA2043'
 SA2043'THE STATION IS A CORPS OF ENGINEERS DISK,
 SA2043'STAMPED---5 MILE RESET 1948---, SET IN THE TOP OF A 6-IN.
 SA2043'SQUARE CONCRETE MONUMENT PROJECTING 6 IN. ABOVE THE GROUND.
 SA2043'
 SA2043'REFERENCE MARK 1 IS A STANDARD DISK,
 SA2043'STAMPED---5 MILE NO 1 1946---, AND SET
 SA2043'IN A 10-IN. SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 SA2043'GROUND AND ABOUT 2 FT. LOWER THAN THE STATION.
 SA2043'
 SA2043'REFERENCE MARK 2 IS A STANDARD DISK,
 SA2043'STAMPED---5 MILE NO 2 1946---, AND SET
 SA2043'IN THE TOP OF A 10-IN. SQUARE CONCRETE MONUMENT PROJECTING 6
 SA2043'IN. ABOVE THE GROUND AND IT IS ABOUT 3 FT. LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2726 ***********************************************************************
 RC2726  DESIGNATION -  5 N 12 E 35
 RC2726  PID         -  RC2726
 RC2726  STATE/COUNTY-  WA/KLICKITAT
 RC2726  USGS QUAD   -  APPLETON (1994)
 RC2726
 RC2726                         *CURRENT SURVEY CONTROL
 RC2726  ___________________________________________________________________
 RC2726* NAD 83(1998)-  45 52 19.97143(N)    121 16 00.73245(W)     ADJUSTED  
 RC2726* NAVD 88     -       687.2    (meters)    2255.     (feet)  VERTCON   
 RC2726  ___________________________________________________________________
 RC2726  X           -  -2,309,136.948 (meters)                     COMP
 RC2726  Y           -  -3,802,814.814 (meters)                     COMP
 RC2726  Z           -   4,555,848.057 (meters)                     COMP
 RC2726  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 RC2726  ELLIP HEIGHT-         666.50  (meters)          (06/26/02) GPS OBS
 RC2726  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 RC2726
 RC2726  HORZ ORDER  -  SECOND
 RC2726  ELLP ORDER  -  FOURTH    CLASS I
 RC2726
 RC2726.The horizontal coordinates were established by GPS observations
 RC2726.and adjusted by the National Geodetic Survey in June 2002..
 RC2726.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2726.DATUM ITEM on the data sheet items page.
 RC2726
 RC2726.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2726
 RC2726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2726
 RC2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2726
 RC2726.The ellipsoidal height was determined by GPS observations
 RC2726.and is referenced to NAD 83.
 RC2726
 RC2726.The geoid height was determined by GEOID03.
 RC2726
 RC2726;                    North         East     Units Scale Factor Converg.
 RC2726;SPC WA S     -    60,186.404   440,460.557   MT  0.99999141   -0 33 25.4
 RC2726;SPC WA S     -   197,461.56  1,445,077.68   sFT  0.99999141   -0 33 25.4
 RC2726;UTM  10      - 5,081,310.242   634,508.259   MT  0.99982243   +1 14 39.1
 RC2726
 RC2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2726!SPC WA S     -   0.99989552  x   0.99999141  =   0.99988693
 RC2726!UTM  10      -   0.99989552  x   0.99982243  =   0.99971797
 RC2726
 RC2726                          SUPERSEDED SURVEY CONTROL
 RC2726
 RC2726  NAD 83(1991)-  45 52 19.96837(N)    121 16 00.73095(W) AD(       ) 2
 RC2726  ELLIP H (12/09/91)  666.65   (m)                       GP(       ) 4 1
 RC2726  NAD 83(1991)-  45 52 19.96903(N)    121 16 00.73207(W) AD(       ) 2
 RC2726  ELLIP H (10/15/91)  666.63   (m)                       GP(       ) 4 1
 RC2726  NAD 83(1986)-  45 52 19.98224(N)    121 16 00.72194(W) AD(       ) 2
 RC2726  NGVD 29 (08/07/90)  686.1    (m)         2251.     (f) GPS OBS        
 RC2726
 RC2726.Superseded values are not recommended for survey control.
 RC2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2726.See file dsdata.txt to determine how the superseded data were derived.
 RC2726
 RC2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3450881310(NAD 83)
 RC2726_MARKER: DD = SURVEY DISK
 RC2726_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RC2726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2726+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2726
 RC2726  HISTORY     - Date     Condition        Report By
 RC2726  HISTORY     - 1987     MONUMENTED       USFS
 RC2726
 RC2726                          STATION DESCRIPTION
 RC2726
 RC2726'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2726'THE STATION IS LOCATED ABOUT 19 MILES NNW OF THE DALLES, 16 MILES NE
 RC2726'OF HOOD RIVER AND 12 MILES N OF LYLE,WASHINGTON. THE PROPERTY IS
 RC2726'OWNED BY CHAMPION INTERNATIONAL CORPORATION. JOHN WEHRMAN, MGR,
 RC2726'TELEPHONE (509) 369-4501.
 RC2726'
 RC2726'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON STATE HIGHWAY 14
 RC2726'(ON THE NORTH SIDE OF THE COLUMBIA RIVER) WHICH IS 200 FEET
 RC2726'WEST OF THE KLICKITAT RIVER BRIDGE, TURN NORTH ON A SIDE ROAD TOWARD
 RC2726'APPLETON.  GO 1.25 MILES TO A JUNCTION AND TURN RIGHT TOWARD TIMBER
 RC2726'VALLEY, CONTINUE 0.3 MILE TO A Y JUNCTION AND CONTINUE STRAIGHT FOR
 RC2726'5.6 MILES TO A Y JUNCTION.   GO STRAIGHT ON ROAD H-3000 1.35 MILES
 RC2726'A T JUNCTION, TURN LEFT STAYING ON H-3000 FOR 6.7 MILES TO A Y
 RC2726'JUNCTION, TURN LEFT ONTO ROAD P-2000 AND GO 0.55 MILE TO WHERE AN OLD
 RC2726'TRACK ROAD DOUBLES BACK TO THE RIGHT.  TURN RIGHT ON THIS OLD TRACK
 RC2726'ROAD AND HEAD SOUTH FOR 0.2 MILE WHERE THE ROAD ENTERS AN OPEN
 RC2726'MEADOW.  THE STATION IS ABOUT 50 FEET LEFT OF THE ROAD VISIBLE IN THE
 RC2726'MEADOW.
 RC2726'
 RC2726'THE STATION IS MARKED WITH A STANDARD 3-1/4 INCH USDA/USFS ALUMINUM
 RC2726'SURVEY DISK STAMPED---GPS 5N12E35 1987---SET ON TOP OF A 3/4 INCH,
 RC2726'7 FOOT LONG ALUMINUM ROD DRIVEN IN THE GROUND AND SURROUNDED BY A
 RC2726'MASS OF CONCRETE NEAR THE SURFACE. IT IS 298 FEET NORTH  OF  A
 RC2726'RECTANGULAR (2.3 BY 3.5 FEET) CONCRETE WELL ON THE OLD LEGALL
 RC2726'HOMESTEAD, 88.5 FEET SOUTHEAST OF AN 8 INCH DIAMETER PINE AND 2.0
 RC2726'FEET EAST AND 2.0 FEET WEST OF ORANGE FLEXIBLE WITNESS POSTS. NO
 RC2726'REFERENCE MARKS WERE SET. THE MARK PROJECTS 0.1 FOOT ABOVE GROUND.
 RC2726'
 RC2726'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2727 ***********************************************************************
 RC2727  DESIGNATION -  5 N 8 E 33
 RC2727  PID         -  RC2727
 RC2727  STATE/COUNTY-  WA/SKAMANIA
 RC2727  USGS QUAD   -  BIG HUCKLEBERRY MTN (1994)
 RC2727
 RC2727                         *CURRENT SURVEY CONTROL
 RC2727  ___________________________________________________________________
 RC2727* NAD 83(1998)-  45 52 26.57300(N)    121 48 23.96704(W)     ADJUSTED  
 RC2727* NAVD 88     -       972.7    (meters)    3191.     (feet)  VERTCON   
 RC2727  ___________________________________________________________________
 RC2727  X           -  -2,344,888.162 (meters)                     COMP
 RC2727  Y           -  -3,780,936.414 (meters)                     COMP
 RC2727  Z           -   4,556,194.910 (meters)                     COMP
 RC2727  LAPLACE CORR-           7.92  (seconds)                    DEFLEC99
 RC2727  ELLIP HEIGHT-         951.99  (meters)          (06/26/02) GPS OBS
 RC2727  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 RC2727
 RC2727  HORZ ORDER  -  SECOND
 RC2727  ELLP ORDER  -  FOURTH    CLASS I
 RC2727
 RC2727.The horizontal coordinates were established by GPS observations
 RC2727.and adjusted by the National Geodetic Survey in June 2002..
 RC2727.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2727.DATUM ITEM on the data sheet items page.
 RC2727
 RC2727.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2727
 RC2727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2727
 RC2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2727
 RC2727.The ellipsoidal height was determined by GPS observations
 RC2727.and is referenced to NAD 83.
 RC2727
 RC2727.The geoid height was determined by GEOID03.
 RC2727
 RC2727;                    North         East     Units Scale Factor Converg.
 RC2727;SPC WA S     -    60,941.041   398,558.132   MT  0.99999102   -0 56 56.9
 RC2727;SPC WA S     -   199,937.40  1,307,602.80   sFT  0.99999102   -0 56 56.9
 RC2727;UTM  10      - 5,080,745.868   592,612.514   MT  0.99970544   +0 51 24.0
 RC2727
 RC2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2727!SPC WA S     -   0.99985078  x   0.99999102  =   0.99984180
 RC2727!UTM  10      -   0.99985078  x   0.99970544  =   0.99955626
 RC2727
 RC2727                          SUPERSEDED SURVEY CONTROL
 RC2727
 RC2727  NAD 83(1991)-  45 52 26.56968(N)    121 48 23.96589(W) AD(       ) 2
 RC2727  ELLIP H (12/09/91)  952.16   (m)                       GP(       ) 4 1
 RC2727  NAD 83(1991)-  45 52 26.56975(N)    121 48 23.96623(W) AD(       ) 2
 RC2727  ELLIP H (10/15/91)  952.14   (m)                       GP(       ) 4 1
 RC2727  NAD 83(1986)-  45 52 26.58069(N)    121 48 23.96860(W) AD(       ) 2
 RC2727  NGVD 29 (08/07/90)  971.6    (m)         3188.     (f) GPS OBS        
 RC2727
 RC2727.Superseded values are not recommended for survey control.
 RC2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2727.See file dsdata.txt to determine how the superseded data were derived.
 RC2727
 RC2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9261380746(NAD 83)
 RC2727_MARKER: DD = SURVEY DISK
 RC2727_SETTING: 0 = UNSPECIFIED SETTING
 RC2727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2727+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2727
 RC2727  HISTORY     - Date     Condition        Report By
 RC2727  HISTORY     - 1987     MONUMENTED       USFS
 RC2727
 RC2727                          STATION DESCRIPTION
 RC2727
 RC2727'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2727'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF WILLARD, 10 MILES
 RC2727'NORTH OF CARSON AND 7 MILES NORTHEAST OF WIND RIVER IN THE GIFFORD
 RC2727'PINCHOT NATIONAL FOREST.  THE STATION IS IN A CLEAR CUT AREA.
 RC2727'
 RC2727'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON STATE HIGHWAY 14
 RC2727'AND WIND RIVER ROAD GO NORTH ON WIND RIVER ROAD FOR 0.9 MILE TO
 RC2727'CARSON. CONTINUE NORTH FOR 9.0 MILES TO A JUNCTION WITH CARSON GULLER
 RC2727'ROAD (USFS RD 60), TURN RIGHT AND GO 12.4 MILES TO A JUNCTION WITH
 RC2727'ROAD 6801, TURN RIGHT AND TRAVEL 3.1 MILES AND TAKE A SHARP RIGHT ON
 RC2727'SPUR ROAD 605 AND GO 0.10 MILE TO A LOG LANDING.   TAKE A SHARP RIGHT
 RC2727'AND GO UP A SMALL HILL TO THE STATION JUST EAST OF A SMALL KNOLL.
 RC2727'
 RC2727'THE STATION IS A STANDARD USDA/USFS 3-1/4 INCH ALUMINUM DISK
 RC2727'STAMPED---5N8E33 1987---SET ON A 3 FOOT LONG ALUMINUM SHAFT, 74 NORTH
 RC2727'AND 73 FEET EAST OF THE CENTERLINE OF THE ROAD, 11.2 FEET SOUTH OF
 RC2727'A 12 INCH STUMP, 10.7 FEET NORTHWEST OF A 16 INCH STUMP WITH NAIL,
 RC2727'10.4 FT NORTHEAST OF A 24 INCH STUMP AND 2.7 FEET SOUTH SOUTHWEST OF
 RC2727'A FENCE POST. NO REFERENCE MARKS WERE SET. THE MARK IS FLUSH WITH
 RC2727'THE GROUND.
 RC2727'
 RC2727'THIS STATION IS SUITABLE FOR GPS SURVEYS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2728 ***********************************************************************
 RC2728  DESIGNATION -  5 N 9 E 32
 RC2728  PID         -  RC2728
 RC2728  STATE/COUNTY-  WA/SKAMANIA
 RC2728  USGS QUAD   -  WILLARD (1994)
 RC2728
 RC2728                         *CURRENT SURVEY CONTROL
 RC2728  ___________________________________________________________________
 RC2728* NAD 83(1998)-  45 52 18.79204(N)    121 42 57.14750(W)     ADJUSTED  
 RC2728* NAVD 88     -       964.9    (meters)    3166.     (feet)  VERTCON   
 RC2728  ___________________________________________________________________
 RC2728  X           -  -2,338,982.271 (meters)                     COMP
 RC2728  Y           -  -3,784,789.159 (meters)                     COMP
 RC2728  Z           -   4,556,022.030 (meters)                     COMP
 RC2728  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 RC2728  ELLIP HEIGHT-         944.20  (meters)          (06/26/02) GPS OBS
 RC2728  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 RC2728
 RC2728  HORZ ORDER  -  SECOND
 RC2728  ELLP ORDER  -  FOURTH    CLASS I
 RC2728
 RC2728.The horizontal coordinates were established by GPS observations
 RC2728.and adjusted by the National Geodetic Survey in June 2002..
 RC2728.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2728.DATUM ITEM on the data sheet items page.
 RC2728
 RC2728.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2728
 RC2728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2728
 RC2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2728
 RC2728.The ellipsoidal height was determined by GPS observations
 RC2728.and is referenced to NAD 83.
 RC2728
 RC2728.The geoid height was determined by GEOID03.
 RC2728
 RC2728;                    North         East     Units Scale Factor Converg.
 RC2728;SPC WA S     -    60,588.138   405,601.770   MT  0.99999148   -0 52 59.5
 RC2728;SPC WA S     -   198,779.58  1,330,711.81   sFT  0.99999148   -0 52 59.5
 RC2728;UTM  10      - 5,080,615.087   599,661.817   MT  0.99972211   +0 55 18.5
 RC2728
 RC2728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2728!SPC WA S     -   0.99985200  x   0.99999148  =   0.99984348
 RC2728!UTM  10      -   0.99985200  x   0.99972211  =   0.99957415
 RC2728
 RC2728                          SUPERSEDED SURVEY CONTROL
 RC2728
 RC2728  NAD 83(1991)-  45 52 18.78875(N)    121 42 57.14626(W) AD(       ) 2
 RC2728  ELLIP H (12/09/91)  944.36   (m)                       GP(       ) 4 1
 RC2728  NAD 83(1991)-  45 52 18.78882(N)    121 42 57.14663(W) AD(       ) 2
 RC2728  ELLIP H (10/15/91)  944.35   (m)                       GP(       ) 4 1
 RC2728  NAD 83(1986)-  45 52 18.80014(N)    121 42 57.14658(W) AD(       ) 2
 RC2728  NGVD 29 (08/07/90)  963.8    (m)         3162.     (f) GPS OBS        
 RC2728
 RC2728.Superseded values are not recommended for survey control.
 RC2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2728.See file dsdata.txt to determine how the superseded data were derived.
 RC2728
 RC2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9966280615(NAD 83)
 RC2728_MARKER: DD = SURVEY DISK
 RC2728_SETTING: 0 = UNSPECIFIED SETTING
 RC2728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2728+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2728
 RC2728  HISTORY     - Date     Condition        Report By
 RC2728  HISTORY     - 1987     MONUMENTED       USFS
 RC2728
 RC2728                          STATION DESCRIPTION
 RC2728
 RC2728'DESCRIBED BY US FOREST SERVICE 1987 (KC)
 RC2728'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF STEVENSON, 10.2
 RC2728'MILES WEST NORTHWEST OF B Z CORNER AND 7.5 MILE NORTH NORTHWEST OF
 RC2728'WILLARD IN A CLEARCUT IN THE GIFFORD PINCHOT NATIONAL FOREST.
 RC2728'
 RC2728'TO REACH THE STATION FROM WASHINGTON STATE HIGHWAY 14 AT THE BRIDGE
 RC2728'OF THE GODS JUNCTION,S GO EAST ON ROUTE 14 FOR 14.3 MILES TO COOK
 RC2728'UNDERWOOD ROAD (COUNTY ROAD 86).  TURN LEFT AND GO NORTHERLY ON COOK
 RC2728'UNDERWOOD ROAD FOR 5.1 MILES AND THEN TURN LEFT ON WILLARD ROAD.
 RC2728'GO 1.45 MILES (THROUGH WILLARD).  CONTINUE STRAIGHT ON OKLAHOMA ROAD
 RC2728'0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT ONTO FOREST ROAD 66 (SOUTH
 RC2728'PRAIRIE ROAD)  AND GO 1.9 MILES THRU AN UNLOCKED USFS GATE, CONTINUE
 RC2728'FOR 5.9 MILES AND TURN RIGHT ONTO FOREST ROAD 60 AND TRAVEL 1.75 MILES
 RC2728'TO THE STATION ON THE LEFT.
 RC2728'
 RC2728'THE STATION IS A STANDARD USDA/USFS 3-1/4 INCH DIAMETER ALUMINUM
 RC2728'SURVEY DISK STAMPED---GPS 5N9E32 1987---SET ON THE TOP OF A 3/4 INCH
 RC2728'DIAMETER 9 FOOT LONG ALUMINUM ROD DRIVEN IN THE GROUND.  IT IS 136
 RC2728'FEET NORTHWEST OF A 20 FOOT HIGH DOUGLAS FIR AND 4 FEET SOUTH OF A
 RC2728'STEEL FENCE POST.  THE MONUMENT IS FLUSH WITH THE GROUND.  NO
 RC2728'REFERENCE MARKS WERE SET.
 RC2728'
 RC2728'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0974 ***********************************************************************
 SY0974  DESIGNATION -  5 USN
 SY0974  PID         -  SY0974
 SY0974  STATE/COUNTY-  WA/KITSAP
 SY0974  USGS QUAD   -  POULSBO (1981)
 SY0974
 SY0974                         *CURRENT SURVEY CONTROL
 SY0974  ___________________________________________________________________
 SY0974* NAD 83(1986)-  47 42 10.     (N)    122 37 38.     (W)     SCALED    
 SY0974* NAVD 88     -         4.867  (meters)      15.97   (feet)  POSTED    
 SY0974  ___________________________________________________________________
 SY0974  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 SY0974  DYNAMIC HT  -           4.870 (meters)      15.98  (feet)  COMP
 SY0974  MODELED GRAV-     980,773.4   (mgal)                       NAVD 88
 SY0974
 SY0974  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0974
 SY0974.The horizontal coordinates were scaled from a topographic map and have
 SY0974.an estimated accuracy of +/- 6 seconds.
 SY0974
 SY0974.The orthometric height was determined by differential leveling
 SY0974.and adjusted by the National Geodetic Survey in 1992..
 SY0974.No vertical observational check was made to the station.
 SY0974.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0974.was located on a no-check spur therefore a value was not computed.
 SY0974
 SY0974.The geoid height was determined by GEOID03.
 SY0974
 SY0974.The dynamic height is computed by dividing the NAVD 88
 SY0974.geopotential number by the normal gravity value computed on the
 SY0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0974.degrees latitude (g = 980.6199 gals.).
 SY0974
 SY0974.The modeled gravity was interpolated from observed gravity values.
 SY0974
 SY0974;                    North         East    Units  Estimated Accuracy
 SY0974;SPC WA N     -    79,710.      365,380.      MT  (+/- 180 meters Scaled)
 SY0974
 SY0974                          SUPERSEDED SURVEY CONTROL
 SY0974
 SY0974  NGVD 29 (??/??/??)    3.792  (m)           12.44   (f) ADJUSTED    1 2
 SY0974
 SY0974.Superseded values are not recommended for survey control.
 SY0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0974.See file dsdata.txt to determine how the superseded data were derived.
 SY0974
 SY0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET279833(NAD 83)
 SY0974_MARKER: B = BOLT
 SY0974_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0974_SP_SET: MANHOLE
 SY0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0974
 SY0974  HISTORY     - Date     Condition        Report By
 SY0974  HISTORY     - UNK      MONUMENTED       DOD
 SY0974  HISTORY     - 1944     GOOD             CGS
 SY0974
 SY0974                          STATION DESCRIPTION
 SY0974
 SY0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0974'IN KEYPORT.
 SY0974'AT KEYPORT, KITSAP COUNTY, AT THE NAVAL TORPEDO STATION, AT THE CENTER
 SY0974'OF THE INTERSECTION OF FOURTH AND C STREETS, AND IN A MANHOLE. A
 SY0974'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0454 ***********************************************************************
 SY0454  DESIGNATION -  5 WAHC
 SY0454  PID         -  SY0454
 SY0454  STATE/COUNTY-  WA/KING
 SY0454  USGS QUAD   -  POVERTY BAY (1994)
 SY0454
 SY0454                         *CURRENT SURVEY CONTROL
 SY0454  ___________________________________________________________________
 SY0454* NAD 83(1991)-  47 34 44.30625(N)    122 19 08.71409(W)     ADJUSTED  
 SY0454* NAVD 88     -        18.466  (meters)      60.58   (feet)  ADJUSTED  
 SY0454  ___________________________________________________________________
 SY0454  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 SY0454  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY0454  DYNAMIC HT  -          18.468 (meters)      60.59  (feet)  COMP
 SY0454  MODELED GRAV-     980,717.3   (mgal)                       NAVD 88
 SY0454
 SY0454  HORZ ORDER  -  SECOND
 SY0454  VERT ORDER  -  SECOND    CLASS 0
 SY0454
 SY0454.The horizontal coordinates were established by classical geodetic methods
 SY0454.and adjusted by the National Geodetic Survey in December 1991..
 SY0454
 SY0454.The orthometric height was determined by differential leveling
 SY0454.and adjusted by the National Geodetic Survey in June 1991..
 SY0454
 SY0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0454
 SY0454.The geoid height was determined by GEOID03.
 SY0454
 SY0454.The dynamic height is computed by dividing the NAVD 88
 SY0454.geopotential number by the normal gravity value computed on the
 SY0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0454.degrees latitude (g = 980.6199 gals.).
 SY0454
 SY0454.The modeled gravity was interpolated from observed gravity values.
 SY0454
 SY0454;                    North         East     Units Scale Factor Converg.
 SY0454;SPC WA N     -    65,450.441   388,234.461   MT  0.99998620   -1 06 22.2
 SY0454;SPC WA N     -   214,731.99  1,273,732.56   sFT  0.99998620   -1 06 22.2
 SY0454;UTM  10      - 5,269,731.267   551,204.817   MT  0.99963222   +0 30 09.6
 SY0454
 SY0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0454!SPC WA N     -   1.00000081  x   0.99998620  =   0.99998701
 SY0454!UTM  10      -   1.00000081  x   0.99963222  =   0.99963303
 SY0454
 SY0454|---------------------------------------------------------------------|
 SY0454| PID    Reference Object                     Distance      Geod. Az  |
 SY0454|                                                           dddmmss.s |
 SY0454| SY0455 6 WAHC                              227.244 METERS 18958     |
 SY0454| SY4458 SEARS 1957                          APPROX. 1.2 KM 2791510.3 |
 SY0454| SY0453 4 A                                 246.594 METERS 34456     |
 SY0454| SY0452 4 WAHC                              APPROX. 0.5 KM 3523048.4 |
 SY0454|---------------------------------------------------------------------|
 SY0454
 SY0454                          SUPERSEDED SURVEY CONTROL
 SY0454
 SY0454  NAD 83(1986)-  47 34 44.30008(N)    122 19 08.72038(W) AD(       ) 2
 SY0454  NAD 27      -  47 34 44.94480(N)    122 19 04.27480(W) AD(       ) 2
 SY0454  NGVD 29 (??/??/??)   17.355  (m)           56.94   (f) ADJUSTED    2 0
 SY0454
 SY0454.Superseded values are not recommended for survey control.
 SY0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0454.See file dsdata.txt to determine how the superseded data were derived.
 SY0454
 SY0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5120569731(NAD 83)
 SY0454_MARKER: Z = SEE DESCRIPTION
 SY0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0454_SP_SET: TIN CAN
 SY0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0454
 SY0454  HISTORY     - Date     Condition        Report By
 SY0454  HISTORY     - 1957     MONUMENTED       WAHC
 SY0454  HISTORY     - 1958     GOOD             CGS
 SY0454  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0454  HISTORY     - 1962     GOOD             CGS
 SY0454  HISTORY     - 20060726 MARK NOT FOUND   USPSQD
 SY0454
 SY0454                          STATION DESCRIPTION
 SY0454
 SY0454'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0454'THE STATION IS IN THE SOUTHERLY PART OF SEATTLE, BESIDE HOUSE
 SY0454'NUMBER 2706 10TH AVENUE SOUTH, A DWELLING WITH SHINGLED SIDEWALLS,
 SY0454'THAT SETS ON A HILLSIDE ABOUT 150 FEET SOUTH OF LANDER STREET AND
 SY0454'100 FEET EAST OF 10TH AVENUE SOUTH.
 SY0454'
 SY0454'THE STATION MARK IS A WASHINGTON STATE HUB, CONSISTING OF A STEEL
 SY0454'PIN SET IN A CONCRETE-FILLED TIN CAN THAT IS FLUSH WITH THE
 SY0454'GROUND.  IT IS 11 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 SY0454'10 FEET WEST OF A DRIVEWAY AND 9 FEET NORTHEAST OF A CLOTHESLINE
 SY0454'POST.
 SY0454'
 SY0454'REACHED FROM THE INTERSECTION OF AIRPORT WAY AND LANDER STREET BY
 SY0454'GOING EAST ON LANDER STREET FOR ONE BLOCK TO 10TH AVENUE SOUTH,
 SY0454'BOTH STREETS BEING UNIMPROVED AT THIS POINT.  CONTINUE EASTERLY
 SY0454'ABOUT 25 FEET, TURN RIGHT, AND FOLLOW THE TRACK DRIVEWAY UP THE
 SY0454'HILL BETWEEN THE BUILDINGS FOR ABOUT 150 FEET TO THE STATION.
 SY0454
 SY0454                          STATION RECOVERY (1958)
 SY0454
 SY0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0454'IN SEATTLE.
 SY0454'AT SEATTLE, KING COUNTY, IN THE SOUTHERN PART, 150 FEET SOUTH OF
 SY0454'LANDER STREET, 100 FEET EAST OF 10TH AVENUE SOUTH, 11 FEET EAST OF THE
 SY0454'SOUTHEAST CORNER OF HOUSE NUMBER 2706-10TH AVENUE SOUTH (A DWELLING
 SY0454'WITH SHINGLED SIDEWALLS), 10 FEET WEST OF A DRIVEWAY, AND 9 FEET
 SY0454'NORTHEAST OF A CLOTHES-LINE POST.  A WASHINGTON STATE HUB, CONSISTING
 SY0454'OF A STEEL PIN SET IN A CONCRETE-FILLED TIN CAN FLUSH WITH THE GROUND.
 SY0454'NOTE-- THE MARK IS ON LINE WITH THE SOUTH SIDE OF HOUSE NO. 2706.
 SY0454
 SY0454                          STATION RECOVERY (1962)
 SY0454
 SY0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0454'THE FOLLOWING INFORMATION COULD BE ADDED--THE MARK IS ON LINE WITH
 SY0454'THE SOUTH SIDE OF HOUSE NO. 2706.
 SY0454
 SY0454                          STATION RECOVERY (1962)
 SY0454
 SY0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0454'RECOVERED IN GOOD CONDITION.
 SY0454
 SY0454                          STATION RECOVERY (2006)
 SY0454
 SY0454'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0454'10TH AVENUE NO LONGER EXISTS IN THIS LOCATION. THIS IS NOW AN ELEVATED
 SY0454'SECTION OF INTERSTATE 5.  NO BUILDINGS, NO STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0112 ***********************************************************************
 SB0112  DESIGNATION -  50 TR USGS
 SB0112  PID         -  SB0112
 SB0112  STATE/COUNTY-  WA/KITTITAS
 SB0112  USGS QUAD   -  SELAH SPRINGS (1953)
 SB0112
 SB0112                         *CURRENT SURVEY CONTROL
 SB0112  ___________________________________________________________________
 SB0112* NAD 83(1986)-  46 44 05.     (N)    120 18 59.     (W)     SCALED    
 SB0112* NAVD 88     -       838.310  (meters)    2750.36   (feet)  ADJUSTED  
 SB0112  ___________________________________________________________________
 SB0112  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SB0112  DYNAMIC HT  -         838.291 (meters)    2750.29  (feet)  COMP
 SB0112  MODELED GRAV-     980,562.6   (mgal)                       NAVD 88
 SB0112
 SB0112  VERT ORDER  -  SECOND    CLASS 0
 SB0112
 SB0112.The horizontal coordinates were scaled from a topographic map and have
 SB0112.an estimated accuracy of +/- 6 seconds.
 SB0112
 SB0112.The orthometric height was determined by differential leveling
 SB0112.and adjusted by the National Geodetic Survey in June 1991..
 SB0112
 SB0112.The geoid height was determined by GEOID03.
 SB0112
 SB0112.The dynamic height is computed by dividing the NAVD 88
 SB0112.geopotential number by the normal gravity value computed on the
 SB0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0112.degrees latitude (g = 980.6199 gals.).
 SB0112
 SB0112.The modeled gravity was interpolated from observed gravity values.
 SB0112
 SB0112;                    North         East    Units  Estimated Accuracy
 SB0112;SPC WA S     -   155,780.      514,030.      MT  (+/- 180 meters Scaled)
 SB0112
 SB0112                          SUPERSEDED SURVEY CONTROL
 SB0112
 SB0112  NGVD 29 (??/??/92)  837.213  (m)         2746.76   (f) ADJ UNCH    2 0
 SB0112
 SB0112.Superseded values are not recommended for survey control.
 SB0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0112.See file dsdata.txt to determine how the superseded data were derived.
 SB0112
 SB0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS050791(NAD 83)
 SB0112_MARKER: DD = SURVEY DISK
 SB0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0112_STAMPING: 50 TR 2747 1936
 SB0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0112+STABILITY: SURFACE MOTION
 SB0112
 SB0112  HISTORY     - Date     Condition        Report By
 SB0112  HISTORY     - 1936     MONUMENTED       USGS
 SB0112  HISTORY     - 1949     GOOD             NGS
 SB0112
 SB0112                          STATION DESCRIPTION
 SB0112
 SB0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0112'13.6 MI NE FROM POMONA.
 SB0112'1.7 MILES SOUTHEAST ALONG POMONA ROAD FROM THE NORTHERN PACIFIC
 SB0112'RAILWAY SIDING SIGN AT POMONA, THENCE 7.0 MILES EAST ALONG THE COLD
 SB0112'CREEK ROAD, THENCE 4.9 MILES NORTH ALONG THE OLD ELLENSBURG-SELAH
 SB0112'STAGE ROAD, ON THE TOP OF THE DIVIDE BETWEEN SQUAW AND SELAH CREEKS,
 SB0112'AT THE YAKIMA-KITTITAS COUNTY LINE, 86 FEET NORTHEAST OF THE CENTER OF
 SB0112'AN INTERSECTION, 26 FEET EAST OF THE CENTER LINE OF THE OLD STAGE
 SB0112'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE
 SB0112'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1043 ***********************************************************************
 SA1043  DESIGNATION -  500
 SA1043  PID         -  SA1043
 SA1043  STATE/COUNTY-  WA/BENTON
 SA1043  USGS QUAD   -  HORN RAPIDS DAM (1977)
 SA1043
 SA1043                         *CURRENT SURVEY CONTROL
 SA1043  ___________________________________________________________________
 SA1043* NAD 83(1986)-  46 26 45.     (N)    119 29 45.     (W)     SCALED    
 SA1043* NAVD 88     -       153.84   (+/-2cm)     504.7    (feet)  VERTCON   
 SA1043  ___________________________________________________________________
 SA1043  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SA1043
 SA1043  VERT ORDER  -  ? (See Below)
 SA1043
 SA1043.The horizontal coordinates were scaled from a topographic map and have
 SA1043.an estimated accuracy of +/- 6 seconds.
 SA1043
 SA1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1043.The vertical order pertains to the NGVD 29 superseded value.
 SA1043
 SA1043.The geoid height was determined by GEOID03.
 SA1043
 SA1043;                    North         East    Units  Estimated Accuracy
 SA1043;SPC WA S     -   124,150.      577,150.      MT  (+/- 180 meters Scaled)
 SA1043
 SA1043                          SUPERSEDED SURVEY CONTROL
 SA1043
 SA1043  NGVD 29 (??/??/92)  152.782  (m)          501.25   (f) ADJ UNCH    ?  
 SA1043
 SA1043.Superseded values are not recommended for survey control.
 SA1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1043.See file dsdata.txt to determine how the superseded data were derived.
 SA1043
 SA1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM083466(NAD 83)
 SA1043_MARKER: DD = SURVEY DISK
 SA1043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1043_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1043
 SA1043  HISTORY     - Date     Condition        Report By
 SA1043  HISTORY     - UNK      MONUMENTED       USGS
 SA1043  HISTORY     - 1949     GOOD             NGS
 SA1043
 SA1043                          STATION DESCRIPTION
 SA1043
 SA1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1043'9.7 MI SE FROM BENSON RANCH.
 SA1043'9.7 MILES SOUTHEAST ALONG A COUNTY GRADED ROAD FROM THE BENSON RANCH,
 SA1043'AT NORTHWEST END OF A CURVE, 226 FEET EAST OF THE CENTER OF A
 SA1043'CROSSROAD INTERSECTION, 41.8 FEET SOUTH OF A FENCE, 19 FEET NORTH OF
 SA1043'THE CENTER LINE OF THE ROAD, 4.4 FEET SOUTH OF A WITNESS POST, ABOUT 1
 SA1043'FOOT HIGHER THAN THE ROAD, DRIVEN IN THE GROUND, AND PROJECTING 0.5
 SA1043'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4268 ***********************************************************************
 RD4268  DESIGNATION -  5051
 RD4268  PID         -  RD4268
 RD4268  STATE/COUNTY-  WA/CLARK
 RD4268  USGS QUAD   -  BATTLE GROUND (1990)
 RD4268
 RD4268                         *CURRENT SURVEY CONTROL
 RD4268  ___________________________________________________________________
 RD4268* NAD 83(1986)-  45 46 47.     (N)    122 37 10.     (W)     SCALED    
 RD4268* NAVD 88     -        78.278  (meters)     256.82   (feet)  ADJUSTED  
 RD4268  ___________________________________________________________________
 RD4268  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 RD4268  DYNAMIC HT  -          78.279 (meters)     256.82  (feet)  COMP
 RD4268  MODELED GRAV-     980,627.1   (mgal)                       NAVD 88
 RD4268
 RD4268  VERT ORDER  -  SECOND    CLASS II
 RD4268
 RD4268.The horizontal coordinates were scaled from a topographic map and have
 RD4268.an estimated accuracy of +/- 6 seconds.
 RD4268
 RD4268.The orthometric height was determined by differential leveling
 RD4268.and adjusted by the National Geodetic Survey in April 1995..
 RD4268
 RD4268.The geoid height was determined by GEOID03.
 RD4268
 RD4268.The dynamic height is computed by dividing the NAVD 88
 RD4268.geopotential number by the normal gravity value computed on the
 RD4268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4268.degrees latitude (g = 980.6199 gals.).
 RD4268
 RD4268.The modeled gravity was interpolated from observed gravity values.
 RD4268
 RD4268;                    North         East    Units  Estimated Accuracy
 RD4268;SPC WA S     -    51,830.      335,190.      MT  (+/- 180 meters Scaled)
 RD4268
 RD4268                          SUPERSEDED SURVEY CONTROL
 RD4268
 RD4268  NGVD 29 (03/17/92)   77.223  (m)          253.36   (f) ADJUSTED    2 2
 RD4268
 RD4268.Superseded values are not recommended for survey control.
 RD4268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4268.See file dsdata.txt to determine how the superseded data were derived.
 RD4268
 RD4268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER295696(NAD 83)
 RD4268_MARKER: DB = BENCH MARK DISK
 RD4268_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4268_SP_SET: PREFAB CONC. POST IN EARTH
 RD4268_STAMPING: 5051  1989
 RD4268_MARK LOGO: WA-011
 RD4268_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4268+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 RD4268
 RD4268  HISTORY     - Date     Condition        Report By
 RD4268  HISTORY     - 1989     MONUMENTED       WA-011
 RD4268  HISTORY     - 20020323 GOOD             USPSQD
 RD4268  HISTORY     - 20050625 GOOD             USPSQD
 RD4268  HISTORY     - 20060808 GOOD             USPSQD
 RD4268  HISTORY     - 20060809 GOOD             USPSQD
 RD4268
 RD4268                          STATION DESCRIPTION
 RD4268
 RD4268'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4268'NORTH OF CITY OF VANCOUVER, ALONG SR 502, 5.632 KM (3.500 MI) WEST OF
 RD4268'INTERSECTION OF SR 502 AND SR 503 AT BATTLE GROUND, APPROX. 180 FT
 RD4268'(54.9 M) EAST OF CENTERLINE OF NE 50TH AVENUE, 57.0 FT (17.4 M) SOUTH
 RD4268'OF CENTERLINE OF NE 219TH STREET, 62.4 FT (19.0 M) WEST OF POWER POLE
 RD4268'NUMBER 3018, 60.5 FT (18.4 M) EAST OF FENCE CORNER, SET 2 INCH
 RD4268'DOMED BRASS DISK IN IRON PIPE IN CONCRETE MONUMENT. SET STEEL FENCE
 RD4268'POST AND SIGN BY MONUMENT.
 RD4268
 RD4268                          STATION RECOVERY (2002)
 RD4268
 RD4268'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RD4268'RECOVERED IN GOOD CONDITION.
 RD4268
 RD4268                          STATION RECOVERY (2005)
 RD4268
 RD4268'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4268'MONUMENT IS UNDER A PIECE OF CONCRETE IN THE FRONT OF A LARGE PILE OF
 RD4268'STACKED CONCRETE PIECES.
 RD4268
 RD4268                          STATION RECOVERY (2006)
 RD4268
 RD4268'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4268'RECOVERED IN GOOD CONDITION.
 RD4268
 RD4268                          STATION RECOVERY (2006)
 RD4268
 RD4268'RECOVERY NOTE BY US POWER SQUADRON 2006
 RD4268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1303 ***********************************************************************
 SA1303  DESIGNATION -  507
 SA1303  PID         -  SA1303
 SA1303  STATE/COUNTY-  WA/BENTON
 SA1303  USGS QUAD   -  IOWA FLATS (1974)
 SA1303
 SA1303                         *CURRENT SURVEY CONTROL
 SA1303  ___________________________________________________________________
 SA1303* NAD 83(1986)-  46 27 42.     (N)    119 31 48.     (W)     SCALED    
 SA1303* NAVD 88     -       155.98   (+/-2cm)     511.7    (feet)  VERTCON   
 SA1303  ___________________________________________________________________
 SA1303  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 SA1303
 SA1303  VERT ORDER  -  ? (See Below)
 SA1303
 SA1303.The horizontal coordinates were scaled from a topographic map and have
 SA1303.an estimated accuracy of +/- 6 seconds.
 SA1303
 SA1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1303.The vertical order pertains to the NGVD 29 superseded value.
 SA1303
 SA1303.The geoid height was determined by GEOID03.
 SA1303
 SA1303;                    North         East    Units  Estimated Accuracy
 SA1303;SPC WA S     -   125,870.      574,500.      MT  (+/- 180 meters Scaled)
 SA1303
 SA1303                          SUPERSEDED SURVEY CONTROL
 SA1303
 SA1303  NGVD 29 (??/??/92)  154.926  (m)          508.29   (f) ADJ UNCH    ?  
 SA1303
 SA1303.Superseded values are not recommended for survey control.
 SA1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1303.See file dsdata.txt to determine how the superseded data were derived.
 SA1303
 SA1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM057484(NAD 83)
 SA1303_MARKER: Z = SEE DESCRIPTION
 SA1303_SETTING: 0 = UNSPECIFIED SETTING
 SA1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1303
 SA1303  HISTORY     - Date     Condition        Report By
 SA1303  HISTORY     - UNK      MONUMENTED       USGS
 SA1303  HISTORY     - 1949     GOOD             NGS
 SA1303
 SA1303                          STATION DESCRIPTION
 SA1303
 SA1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1303'7.7 MI E FROM BENSON RANCH.
 SA1303'7.7 MILES EAST ALONG A COUNTY GRADED ROAD FROM BENSON RANCH, ABOUT 115
 SA1303'YARDS NORTHWEST OF BM Z 321, ABOUT 75 YARDS SOUTHEAST OF THE
 SA1303'APPROXIMATE CENTER OF A CURVE, 208 FEET SOUTHWEST OF A FENCE, 29 FEET
 SA1303'NORTHEAST OF THE CENTER LINE OF THE ROAD, 4.3 FEET SOUTHWEST OF A
 SA1303'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, DRIVEN IN THE GROUND,
 SA1303'AND PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0945 ***********************************************************************
 SA0945  DESIGNATION -  509 GP 93
 SA0945  PID         -  SA0945
 SA0945  STATE/COUNTY-  WA/FRANKLIN
 SA0945  USGS QUAD   -  COLUMBIA POINT (1992)
 SA0945
 SA0945                         *CURRENT SURVEY CONTROL
 SA0945  ___________________________________________________________________
 SA0945* NAD 83(1986)-  46 19 40.     (N)    119 14 48.     (W)     SCALED    
 SA0945* NAVD 88     -       155.92   (+/-2cm)     511.5    (feet)  VERTCON   
 SA0945  ___________________________________________________________________
 SA0945  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SA0945
 SA0945  VERT ORDER  -  ? (See Below)
 SA0945
 SA0945.The horizontal coordinates were scaled from a topographic map and have
 SA0945.an estimated accuracy of +/- 6 seconds.
 SA0945
 SA0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0945.The vertical order pertains to the NGVD 29 superseded value.
 SA0945
 SA0945.The geoid height was determined by GEOID03.
 SA0945
 SA0945;                    North         East    Units  Estimated Accuracy
 SA0945;SPC WA S     -   111,300.      596,500.      MT  (+/- 180 meters Scaled)
 SA0945
 SA0945                          SUPERSEDED SURVEY CONTROL
 SA0945
 SA0945  NGVD 29 (??/??/92)  154.892  (m)          508.17   (f) ADJ UNCH    ?  
 SA0945
 SA0945.Superseded values are not recommended for survey control.
 SA0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0945.See file dsdata.txt to determine how the superseded data were derived.
 SA0945
 SA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM270329(NAD 83)
 SA0945_MARKER: P = PIPE CAP
 SA0945_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0945_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0945_STAMPING: 509GP93
 SA0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0945
 SA0945  HISTORY     - Date     Condition        Report By
 SA0945  HISTORY     - UNK      MONUMENTED       USGS
 SA0945  HISTORY     - 1949     MARK NOT FOUND   NGS
 SA0945
 SA0945                          STATION DESCRIPTION
 SA0945
 SA0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA0945'13.0 MI NW FROM PASCO.
 SA0945'PASCO, 13 MILES NW OF, ABOUT 1/3 MILE A LITTLE S OF W OF SEC. CORNER
 SA0945'24, 19, 30, 25 T 10N R 28-29E, ON TOP OF A SMALL KNOLL, 1/3 MILE E OF
 SA0945'COLUMBIA RIVER, A USGS IRON PIPE WITH BRONZE CAP STAMPED 509GP93.
 SA0945'NOTE-- THE AREA WHERE THE MARK IS LOCATED IS NOW UNDER CULTIVATION AND
 SA0945'THE MARK COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1643 ***********************************************************************
 SW1643  DESIGNATION -  51 FMK
 SW1643  PID         -  SW1643
 SW1643  STATE/COUNTY-  WA/DOUGLAS
 SW1643  USGS QUAD   -  BARKER CANYON (1968)
 SW1643
 SW1643                         *CURRENT SURVEY CONTROL
 SW1643  ___________________________________________________________________
 SW1643* NAD 83(1998)-  47 57 48.20484(N)    119 13 41.03872(W)     ADJUSTED  
 SW1643* NAVD 88     -       777.1    (meters)    2550.     (feet)  GPS OBS   
 SW1643  ___________________________________________________________________
 SW1643  X           -  -2,089,502.660 (meters)                     COMP
 SW1643  Y           -  -3,734,428.089 (meters)                     COMP
 SW1643  Z           -   4,714,714.250 (meters)                     COMP
 SW1643  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 SW1643  ELLIP HEIGHT-         757.59  (meters)          (07/05/01) GPS OBS
 SW1643  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 SW1643
 SW1643  HORZ ORDER  -  FIRST
 SW1643  ELLP ORDER  -  FOURTH    CLASS II
 SW1643
 SW1643.The horizontal coordinates were established by GPS observations
 SW1643.and adjusted by the National Geodetic Survey in July 2001..
 SW1643.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1643.DATUM ITEM on the data sheet items page.
 SW1643
 SW1643.The orthometric height was determined by GPS observations and a
 SW1643.high-resolution geoid model.
 SW1643
 SW1643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1643
 SW1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1643
 SW1643.The ellipsoidal height was determined by GPS observations
 SW1643.and is referenced to NAD 83.
 SW1643
 SW1643.The geoid height was determined by GEOID03.
 SW1643
 SW1643;                    North         East     Units Scale Factor Converg.
 SW1643;SPC WA N     -   108,361.742   619,863.168   MT  0.99994588   +1 11 42.6
 SW1643;SPC WA N     -   355,516.82  2,033,667.74   sFT  0.99994588   +1 11 42.6
 SW1643;UTM  11      - 5,314,633.584   333,682.998   MT  0.99993990   -1 39 18.7
 SW1643
 SW1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1643!SPC WA N     -   0.99988128  x   0.99994588  =   0.99982716
 SW1643!UTM  11      -   0.99988128  x   0.99993990  =   0.99982118
 SW1643
 SW1643                          SUPERSEDED SURVEY CONTROL
 SW1643
 SW1643  NAD 83(1991)-  47 57 48.20352(N)    119 13 41.03875(W) AD(       ) 1
 SW1643  ELLIP H (01/21/94)  757.72   (m)                       GP(       ) 4 1
 SW1643
 SW1643.Superseded values are not recommended for survey control.
 SW1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1643.See file dsdata.txt to determine how the superseded data were derived.
 SW1643
 SW1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP3368314634(NAD 83)
 SW1643_MARKER: DB = BENCH MARK DISK
 SW1643_SETTING: 66 = SET IN ROCK OUTCROP
 SW1643_SP_SET: ROCK OUTCROP
 SW1643_STAMPING: 51 FMK 1967
 SW1643_MARK LOGO: USGS  
 SW1643_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1643+STABILITY: POSITION/ELEVATION WELL
 SW1643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1643+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 SW1643
 SW1643  HISTORY     - Date     Condition        Report By
 SW1643  HISTORY     - 1967     MONUMENTED       USGS
 SW1643  HISTORY     - 19930515 GOOD             DCPW
 SW1643
 SW1643                          STATION DESCRIPTION
 SW1643
 SW1643'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1643'THE STATION IS APPROXIMATELY 10.5 MI (16.9 KM) WEST OF COULEE DAM, WA,
 SW1643'24 MI (38.6 KM) NORTH OF COULEE CITY, WA, AND 21.5 MI (34.6 KM) NE OF
 SW1643'MANSFIELD, WA, IN THE SW 1/4 OF SECTION 31, T29N, R29E, WM, DOUGLAS
 SW1643'COUNTY, WA.
 SW1643'TO REACH STATION FROM LEAHY JUNCTION, THE INTERSECTION OF HIGHWAY 17
 SW1643'AND HIGHWAY 174, DRIVE EASTERLY ALONG HIGHWAY 174 8.34 MI (13.42 KM)
 SW1643'TO THE WEST END OF A CUT, AND THE STATION 94 FT (28.7 M) NORTH OF AND
 SW1643'5 FT (1.5 M) HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 43 FT
 SW1643'(13.1 M) NORTH OF AN E-W BARBED WIRE FENCE, AND 4.1 FT (1.2 M) S14W
 SW1643'OF AN ORANGE CARSONITE WITNESS POST.
 SW1643'THE STATION IS A 3.5 INCH USGS ALUMINUM CAP STAMPED -51 FMK 1967- SET
 SW1643'IN THE TOP OF A 3 FT (0.9 M) BY 4 FT (1.2 M) BASALT OUTCROP
 SW1643'PROJECTING 1 FT (0.3 M) ABOVE DIRT SURFACE.
 SW1643'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1643'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0109 ***********************************************************************
 SB0109  DESIGNATION -  51 TR USGS
 SB0109  PID         -  SB0109
 SB0109  STATE/COUNTY-  WA/KITTITAS
 SB0109  USGS QUAD   -  BADGER GAP (1953)
 SB0109
 SB0109                         *CURRENT SURVEY CONTROL
 SB0109  ___________________________________________________________________
 SB0109* NAD 83(1986)-  46 45 05.     (N)    120 17 49.     (W)     SCALED    
 SB0109* NAVD 88     -       676.288  (meters)    2218.79   (feet)  ADJUSTED  
 SB0109  ___________________________________________________________________
 SB0109  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SB0109  DYNAMIC HT  -         676.271 (meters)    2218.73  (feet)  COMP
 SB0109  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 SB0109
 SB0109  VERT ORDER  -  SECOND    CLASS 0
 SB0109
 SB0109.The horizontal coordinates were scaled from a topographic map and have
 SB0109.an estimated accuracy of +/- 6 seconds.
 SB0109
 SB0109.The orthometric height was determined by differential leveling
 SB0109.and adjusted by the National Geodetic Survey in June 1991..
 SB0109
 SB0109.The geoid height was determined by GEOID03.
 SB0109
 SB0109.The dynamic height is computed by dividing the NAVD 88
 SB0109.geopotential number by the normal gravity value computed on the
 SB0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0109.degrees latitude (g = 980.6199 gals.).
 SB0109
 SB0109.The modeled gravity was interpolated from observed gravity values.
 SB0109
 SB0109;                    North         East    Units  Estimated Accuracy
 SB0109;SPC WA S     -   157,640.      515,510.      MT  (+/- 180 meters Scaled)
 SB0109
 SB0109                          SUPERSEDED SURVEY CONTROL
 SB0109
 SB0109  NGVD 29 (??/??/92)  675.182  (m)         2215.16   (f) ADJ UNCH    2 0
 SB0109
 SB0109.Superseded values are not recommended for survey control.
 SB0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0109.See file dsdata.txt to determine how the superseded data were derived.
 SB0109
 SB0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS064810(NAD 83)
 SB0109_MARKER: DD = SURVEY DISK
 SB0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0109_STAMPING: 2215 51 TR 1936
 SB0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0109+STABILITY: SURFACE MOTION
 SB0109
 SB0109  HISTORY     - Date     Condition        Report By
 SB0109  HISTORY     - 1936     MONUMENTED       USGS
 SB0109  HISTORY     - 1947     GOOD             NGS
 SB0109
 SB0109                          STATION DESCRIPTION
 SB0109
 SB0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0109'17.8 MI S FROM EAST KITTITAS.
 SB0109'3.6 MILES SOUTH ALONG A COUNTY GRAVEL ROAD FROM THE CHICAGO,
 SB0109'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT EAST KITTITAS,
 SB0109'THENCE 5.4 MILES SOUTH ALONG BADGER ROAD, THENCE 8.8 MILES SOUTH ALONG
 SB0109'SQUAW CREEK ROAD, AT A T INTERSECTION OF SQUAW CREEK ROAD AND A DIRT
 SB0109'ROAD LEADING EAST TO LEVERING, 33 FEET NORTH OF THE CENTER LINE OF
 SB0109'LEVERING ROAD, 16 FEET EAST OF THE CENTER LINE OF SQUAW CREEK ROAD,
 SB0109'3.0 FEET WEST OF A WIRE FENCE, AND SET IN THE TOP OF A CONCRETE POST
 SB0109'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0677 ***********************************************************************
 TP0677  DESIGNATION -  5115.5
 TP0677  PID         -  TP0677
 TP0677  STATE/COUNTY-  WA/OKANOGAN
 TP0677  USGS QUAD   -  CORRAL BUTTE (1981)
 TP0677
 TP0677                         *CURRENT SURVEY CONTROL
 TP0677  ___________________________________________________________________
 TP0677* NAD 83(1986)-  48 52 14.     (N)    119 54 02.     (W)     SCALED    
 TP0677* NAVD 88     -      1560.735  (meters)    5120.51   (feet)  ADJUSTED  
 TP0677  ___________________________________________________________________
 TP0677  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 TP0677  DYNAMIC HT  -        1560.678 (meters)    5120.32  (feet)  COMP
 TP0677  MODELED GRAV-     980,517.7   (mgal)                       NAVD 88
 TP0677
 TP0677  VERT ORDER  -  SECOND    CLASS 0
 TP0677
 TP0677.The horizontal coordinates were scaled from a topographic map and have
 TP0677.an estimated accuracy of +/- 6 seconds.
 TP0677
 TP0677.The orthometric height was determined by differential leveling
 TP0677.and adjusted by the National Geodetic Survey in June 1991..
 TP0677
 TP0677.The geoid height was determined by GEOID03.
 TP0677
 TP0677.The dynamic height is computed by dividing the NAVD 88
 TP0677.geopotential number by the normal gravity value computed on the
 TP0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0677.degrees latitude (g = 980.6199 gals.).
 TP0677
 TP0677.The modeled gravity was interpolated from observed gravity values.
 TP0677
 TP0677;                    North         East    Units  Estimated Accuracy
 TP0677;SPC WA N     -   208,400.      568,430.      MT  (+/- 180 meters Scaled)
 TP0677
 TP0677                          SUPERSEDED SURVEY CONTROL
 TP0677
 TP0677  NGVD 29 (??/??/92) 1559.278  (m)         5115.73   (f) ADJ UNCH    2 0
 TP0677
 TP0677.Superseded values are not recommended for survey control.
 TP0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0677.See file dsdata.txt to determine how the superseded data were derived.
 TP0677
 TP0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ873171(NAD 83)
 TP0677_MARKER: Q = CHISELED SQUARE
 TP0677_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0677_SP_SET: CULVERT
 TP0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0677
 TP0677  HISTORY     - Date     Condition        Report By
 TP0677  HISTORY     - UNK      MONUMENTED       USGS
 TP0677  HISTORY     - 1959     GOOD             NGS
 TP0677
 TP0677                          STATION DESCRIPTION
 TP0677
 TP0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0677'19.9 MI W FROM LOOMIS.
 TP0677'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0677'LOOMIS, THENCE 17.7 MILES WEST ALONG A GRAVEL ROAD, IN TOP OF THE
 TP0677'SOUTH END OF THE WEST CONCRETE HEAD WALL OF A DOUBLE 36-INCH PIPE
 TP0677'CULVERT UNDER THE ROAD, 10 FEET WEST OF THE CENTER LINE OF THE ROAD,
 TP0677'0.5 FOOT NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT 1/2 FOOT
 TP0677'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0174 ***********************************************************************
 SX0174  DESIGNATION -  5134
 SX0174  PID         -  SX0174
 SX0174  STATE/COUNTY-  WA/KITTITAS
 SX0174  USGS QUAD   -  COLOCKUM PASS (1987)
 SX0174
 SX0174                         *CURRENT SURVEY CONTROL
 SX0174  ___________________________________________________________________
 SX0174* NAD 83(1986)-  47 10 43.     (N)    120 17 01.     (W)     SCALED    
 SX0174* NAVD 88     -      1565.989  (meters)    5137.75   (feet)  ADJUSTED  
 SX0174  ___________________________________________________________________
 SX0174  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 SX0174  DYNAMIC HT  -        1565.759 (meters)    5136.99  (feet)  COMP
 SX0174  MODELED GRAV-     980,409.4   (mgal)                       NAVD 88
 SX0174
 SX0174  VERT ORDER  -  SECOND    CLASS 0
 SX0174
 SX0174.The horizontal coordinates were scaled from a topographic map and have
 SX0174.an estimated accuracy of +/- 6 seconds.
 SX0174
 SX0174.The orthometric height was determined by differential leveling
 SX0174.and adjusted by the National Geodetic Survey in June 1991..
 SX0174
 SX0174.The geoid height was determined by GEOID03.
 SX0174
 SX0174.The dynamic height is computed by dividing the NAVD 88
 SX0174.geopotential number by the normal gravity value computed on the
 SX0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0174.degrees latitude (g = 980.6199 gals.).
 SX0174
 SX0174.The modeled gravity was interpolated from observed gravity values.
 SX0174
 SX0174;                    North         East    Units  Estimated Accuracy
 SX0174;SPC WA S     -   205,130.      516,400.      MT  (+/- 180 meters Scaled)
 SX0174
 SX0174                          SUPERSEDED SURVEY CONTROL
 SX0174
 SX0174  NGVD 29 (??/??/92) 1564.702  (m)         5133.53   (f) ADJ UNCH    2 0
 SX0174
 SX0174.Superseded values are not recommended for survey control.
 SX0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0174.See file dsdata.txt to determine how the superseded data were derived.
 SX0174
 SX0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT058285(NAD 83)
 SX0174_MARKER: DD = SURVEY DISK
 SX0174_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0174_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0174_STAMPING: WASH 5134
 SX0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX0174+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 SX0174
 SX0174  HISTORY     - Date     Condition        Report By
 SX0174  HISTORY     - UNK      MONUMENTED       USGS
 SX0174  HISTORY     - 1949     GOOD             NGS
 SX0174  HISTORY     - 20060916 GOOD             GEOCAC
 SX0174
 SX0174                          STATION DESCRIPTION
 SX0174
 SX0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0174'22.5 MI NE FROM ELLENSBURG.
 SX0174'22.5 MILES NORTHEAST ALONG THE COLOCKUM PASS ROAD FROM THE POST OFFICE
 SX0174'AT ELLENSBURG, KITTITAS COUNTY, MIDWAY BETWEEN TWO FENCE LINES, 42
 SX0174'FEET EAST OF AN OLD ROAD, AND 24 FEET WEST OF THE CENTERLINE OF THE
 SX0174'COLOCKUM PASS ROAD.  RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 SX0174'PROJECTING 15 INCHES ABOVE GROUND.
 SX0174
 SX0174                          STATION RECOVERY (2006)
 SX0174
 SX0174'RECOVERY NOTE BY GEOCACHING 2006 (TJW)
 SX0174'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1559 ***********************************************************************
 SA1559  DESIGNATION -  515 1
 SA1559  PID         -  SA1559
 SA1559  STATE/COUNTY-  WA/GRANT
 SA1559  USGS QUAD   -  BEVERLY (1965)
 SA1559
 SA1559                         *CURRENT SURVEY CONTROL
 SA1559  ___________________________________________________________________
 SA1559* NAD 83(1986)-  46 46 52.     (N)    119 55 24.     (W)     SCALED    
 SA1559* NAVD 88     -       158.015  (meters)     518.42   (feet)  ADJUSTED  
 SA1559  ___________________________________________________________________
 SA1559  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 SA1559  DYNAMIC HT  -         158.026 (meters)     518.46  (feet)  COMP
 SA1559  MODELED GRAV-     980,681.1   (mgal)                       NAVD 88
 SA1559
 SA1559  VERT ORDER  -  SECOND    CLASS 0
 SA1559
 SA1559.The horizontal coordinates were scaled from a topographic map and have
 SA1559.an estimated accuracy of +/- 6 seconds.
 SA1559
 SA1559.The orthometric height was determined by differential leveling
 SA1559.and adjusted by the National Geodetic Survey in June 1991..
 SA1559
 SA1559.The geoid height was determined by GEOID03.
 SA1559
 SA1559.The dynamic height is computed by dividing the NAVD 88
 SA1559.geopotential number by the normal gravity value computed on the
 SA1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1559.degrees latitude (g = 980.6199 gals.).
 SA1559
 SA1559.The modeled gravity was interpolated from observed gravity values.
 SA1559
 SA1559;                    North         East    Units  Estimated Accuracy
 SA1559;SPC WA S     -   161,080.      544,030.      MT  (+/- 180 meters Scaled)
 SA1559
 SA1559                          SUPERSEDED SURVEY CONTROL
 SA1559
 SA1559  NGVD 29 (??/??/92)  156.941  (m)          514.90   (f) ADJ UNCH    2 0
 SA1559
 SA1559.Superseded values are not recommended for survey control.
 SA1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1559.See file dsdata.txt to determine how the superseded data were derived.
 SA1559
 SA1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM768849(NAD 83)
 SA1559_MARKER: P = PIPE CAP
 SA1559_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1559_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1559_STAMPING: 1913 515 1 WASH
 SA1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1559
 SA1559  HISTORY     - Date     Condition        Report By
 SA1559  HISTORY     - 1913     MONUMENTED       USGS
 SA1559  HISTORY     - 1967     GOOD             NGS
 SA1559
 SA1559                          STATION DESCRIPTION
 SA1559
 SA1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1559'4 MI NW FROM MATTAWA.
 SA1559'THE MARK IS ABOUT 1500 FEET WEST OF THE NORTHEAST CORNER OF SECTION
 SA1559'22, T15N, R23E, 700 FEET EAST OF STATE HIGHWAY 243 AND 60 FEET SOUTH
 SA1559'OF THE SECTION LINE.  IT IS 25 FEET EAST OF THE CENTER OF A TRACK ROAD
 SA1559'ALONG THE EAST EDGE OF A CULTIVATED FIELD AND 20 YARDS SOUTH OF THE
 SA1559'NORTH EDGE OF THE FIELD.  THE MARK IS A GEOLOGICAL SURVEY CAP RIVETED
 SA1559'TO A 3 1/2 INCH PIPE, WHICH PROJECTS 12 INCHES.  A METAL WITNESS POST
 SA1559'WAS SET 1 FOOT EAST OF THE MARK.  REACHED FROM MATTAWA BY GOING WEST
 SA1559'0.6 MILE, THEN NORTH ON STATE HIGHWAY 243 FOR 3.5 MILES TO A ROAD
 SA1559'RIGHT, TO A GRAVEL PIT (THIS IS 2.3 MILES SOUTH OF THE SOUTH END OF
 SA1559'THE FILL OVER LOWER CRAB CREEK AND 0.05 MILE SOUTH OF A TRACK ROAD
 SA1559'GOING WEST).  TURN RIGHT 50 FEET TO Y, KEEP RIGHT, GO SOUTHEASTERLY ON
 SA1559'TRACK ROAD 0.15 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1562 ***********************************************************************
 SA1562  DESIGNATION -  515 2
 SA1562  PID         -  SA1562
 SA1562  STATE/COUNTY-  WA/GRANT
 SA1562  USGS QUAD   -  BEVERLY (1965)
 SA1562
 SA1562                         *CURRENT SURVEY CONTROL
 SA1562  ___________________________________________________________________
 SA1562* NAD 83(1986)-  46 45 08.     (N)    119 56 24.     (W)     SCALED    
 SA1562* NAVD 88     -       157.899  (meters)     518.04   (feet)  ADJUSTED  
 SA1562  ___________________________________________________________________
 SA1562  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SA1562  DYNAMIC HT  -         157.909 (meters)     518.07  (feet)  COMP
 SA1562  MODELED GRAV-     980,676.9   (mgal)                       NAVD 88
 SA1562
 SA1562  VERT ORDER  -  SECOND    CLASS 0
 SA1562
 SA1562.The horizontal coordinates were scaled from a topographic map and have
 SA1562.an estimated accuracy of +/- 6 seconds.
 SA1562
 SA1562.The orthometric height was determined by differential leveling
 SA1562.and adjusted by the National Geodetic Survey in June 1991..
 SA1562
 SA1562.The geoid height was determined by GEOID03.
 SA1562
 SA1562.The dynamic height is computed by dividing the NAVD 88
 SA1562.geopotential number by the normal gravity value computed on the
 SA1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1562.degrees latitude (g = 980.6199 gals.).
 SA1562
 SA1562.The modeled gravity was interpolated from observed gravity values.
 SA1562
 SA1562;                    North         East    Units  Estimated Accuracy
 SA1562;SPC WA S     -   157,860.      542,780.      MT  (+/- 180 meters Scaled)
 SA1562
 SA1562                          SUPERSEDED SURVEY CONTROL
 SA1562
 SA1562  NGVD 29 (??/??/92)  156.824  (m)          514.51   (f) ADJ UNCH    2 0
 SA1562
 SA1562.Superseded values are not recommended for survey control.
 SA1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1562.See file dsdata.txt to determine how the superseded data were derived.
 SA1562
 SA1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM754818(NAD 83)
 SA1562_MARKER: DD = SURVEY DISK
 SA1562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1562_SP_SET: STEP
 SA1562_STAMPING: 1913
 SA1562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1562
 SA1562  HISTORY     - Date     Condition        Report By
 SA1562  HISTORY     - 1913     MONUMENTED       USGS
 SA1562  HISTORY     - 1967     POOR             NGS
 SA1562
 SA1562                          STATION DESCRIPTION
 SA1562
 SA1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1562'2.7 MI NW FROM MATTAWA.
 SA1562'THE MARK IS APPROXIMATELY 50 YARDS NORTH OF THE SOUTH SIDE AND 46
 SA1562'YARDS WEST OF THE EAST SIDE OF SECTION 28, T15N, R23E, IN THE MIDDLE
 SA1562'ONE OF THREE CONCRETE STEPS AT THE EAST SIDE OF AN ABANDONED SCHOOL
 SA1562'BUILDING WHICH IS CONSTRUCTED OF ROCK AND CONCRETE.  REACHED FROM
 SA1562'MATTAWA BY GOING WEST 0.6 MILE TO STATE HIGHWAY 243, CROSS HIGHWAY AND
 SA1562'CONTINUE WEST 1.0 MILE TO A T-INTERSECTION, TURN RIGHT AND GO NORTH
 SA1562'1.1 MILES TO THE OLD SCHOOL BUILDING ON THE LEFT AND THE MARK AS
 SA1562'DESCRIBED.  NOTE-- THE ROOF, FLOOR AND NORTH WALL OF THE BUILDING ARE
 SA1562'GONE.  THE EDGES OF THE DISK HAVE BEEN BROKEN OFF, LEAVING ABOUT A
 SA1562'2-INCH DIAMETER CENTER PORTION OF THE DISK WHICH IS STILL SOLID AND
 SA1562'USABLE.  THE ONLY STAMPING LEGIBLE ON THE DISK IS 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0838 ***********************************************************************
 SA0838  DESIGNATION -  515 T
 SA0838  PID         -  SA0838
 SA0838  STATE/COUNTY-  WA/BENTON
 SA0838  USGS QUAD   -  BENTON CITY (1974)
 SA0838
 SA0838                         *CURRENT SURVEY CONTROL
 SA0838  ___________________________________________________________________
 SA0838* NAD 83(1986)-  46 14 59.     (N)    119 28 39.     (W)     SCALED    
 SA0838* NAVD 88     -       157.935  (meters)     518.16   (feet)  ADJUSTED  
 SA0838  ___________________________________________________________________
 SA0838  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SA0838  DYNAMIC HT  -         157.940 (meters)     518.17  (feet)  COMP
 SA0838  MODELED GRAV-     980,648.0   (mgal)                       NAVD 88
 SA0838
 SA0838  VERT ORDER  -  FIRST     CLASS II
 SA0838
 SA0838.The horizontal coordinates were scaled from a topographic map and have
 SA0838.an estimated accuracy of +/- 6 seconds.
 SA0838
 SA0838.The orthometric height was determined by differential leveling
 SA0838.and adjusted by the National Geodetic Survey in June 1991..
 SA0838
 SA0838.The geoid height was determined by GEOID03.
 SA0838
 SA0838.The dynamic height is computed by dividing the NAVD 88
 SA0838.geopotential number by the normal gravity value computed on the
 SA0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0838.degrees latitude (g = 980.6199 gals.).
 SA0838
 SA0838.The modeled gravity was interpolated from observed gravity values.
 SA0838
 SA0838;                    North         East    Units  Estimated Accuracy
 SA0838;SPC WA S     -   102,370.      578,840.      MT  (+/- 180 meters Scaled)
 SA0838
 SA0838                          SUPERSEDED SURVEY CONTROL
 SA0838
 SA0838  NGVD 29 (??/??/92)  156.899  (m)          514.76   (f) ADJ UNCH    1 2
 SA0838
 SA0838.Superseded values are not recommended for survey control.
 SA0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0838.See file dsdata.txt to determine how the superseded data were derived.
 SA0838
 SA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM090247(NAD 83)
 SA0838_MARKER: P = PIPE CAP
 SA0838_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0838_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0838_STAMPING: ELEV 514.930 FT 515 T
 SA0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0838
 SA0838  HISTORY     - Date     Condition        Report By
 SA0838  HISTORY     - UNK      MONUMENTED       USGS
 SA0838  HISTORY     - 1962     MARK NOT FOUND   NGS
 SA0838
 SA0838                          STATION DESCRIPTION
 SA0838
 SA0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SA0838'IN KIONA.
 SA0838'AT KIONA, BENTON COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 125 FEET
 SA0838'WEST OF THE RAILROAD CROSSING SIGNAL BELL, 102 FEET WEST OF THE CENTER
 SA0838'OF WEBER CANYON ROAD, AND 11.2 FEET SOUTH OF THE SOUTH RAIL. A UNITED
 SA0838'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED ELEV 514.930 FT 515 T
 SA0838'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1034 ***********************************************************************
 SB1034  DESIGNATION -  5172=POMPEY
 SB1034  PID         -  SB1034
 SB1034  STATE/COUNTY-  WA/LEWIS
 SB1034  USGS QUAD   -  PURCELL MOUNTAIN (1994)
 SB1034
 SB1034                         *CURRENT SURVEY CONTROL
 SB1034  ___________________________________________________________________
 SB1034* NAD 83(1991)-  46 30 04.53675(N)    121 46 01.61804(W)     ADJUSTED  
 SB1034* NAVD 88     -      1579.1    (meters)    5181.     (feet)  VERTCON   
 SB1034  ___________________________________________________________________
 SB1034  LAPLACE CORR-          14.95  (seconds)                    DEFLEC99
 SB1034  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 SB1034
 SB1034  HORZ ORDER  -  SECOND
 SB1034
 SB1034.The horizontal coordinates were established by classical geodetic methods
 SB1034.and adjusted by the National Geodetic Survey in December 1991..
 SB1034
 SB1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1034
 SB1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1034
 SB1034.The geoid height was determined by GEOID03.
 SB1034
 SB1034;                    North         East     Units Scale Factor Converg.
 SB1034;SPC WA S     -   130,595.776   402,747.514   MT  0.99991566   -0 55 13.5
 SB1034;SPC WA S     -   428,462.98  1,321,347.47   sFT  0.99991566   -0 55 13.5
 SB1034;UTM  10      - 5,150,481.738   594,598.950   MT  0.99971000   +0 53 39.8
 SB1034
 SB1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1034!SPC WA S     -   0.99975564  x   0.99991566  =   0.99967132
 SB1034!UTM  10      -   0.99975564  x   0.99971000  =   0.99946571
 SB1034
 SB1034|---------------------------------------------------------------------|
 SB1034| PID    Reference Object                     Distance      Geod. Az  |
 SB1034|                                                           dddmmss.s |
 SB1034| CF3907 POMPEY RM 1                           2.185 METERS 02147     |
 SB1034| SB1033 POMPEY LOH CEN OF ALIDADE 1946        4.097 METERS 12920     |
 SB1034| CF3908 POMPEY RM 2                           5.364 METERS 25738     |
 SB1034| SB0804 13 50                               APPROX. 4.2 KM 3341317.2 |
 SB1034|---------------------------------------------------------------------|
 SB1034
 SB1034                          SUPERSEDED SURVEY CONTROL
 SB1034
 SB1034  NAD 83(1991)-  46 30 04.54321(N)    121 46 01.60852(W) AD(       ) 2
 SB1034  NAD 83(1986)-  46 30 04.55087(N)    121 46 01.62026(W) AD(       ) 2
 SB1034  NAD 27      -  46 30 05.14600(N)    121 45 57.30600(W) AD(       ) 2
 SB1034  NGVD 29 (07/19/86) 1578.0    (m)         5177.     (f) VERT ANG       
 SB1034
 SB1034.Superseded values are not recommended for survey control.
 SB1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1034.See file dsdata.txt to determine how the superseded data were derived.
 SB1034
 SB1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES9459950482(NAD 83)
 SB1034_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SB1034_SETTING: 66 = SET IN ROCK OUTCROP
 SB1034
 SB1034  HISTORY     - Date     Condition        Report By
 SB1034  HISTORY     - 1946     MONUMENTED       USGS
 SB1034  HISTORY     - 1961     GOOD             USGS
 SB1034  HISTORY     - 1964     GOOD             USGS
 SB1034
 SB1034                          STATION DESCRIPTION
 SB1034
 SB1034'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (JTJ)
 SB1034'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF PACKWOOD, ABOUT
 SB1034'9 MILES EAST SOUTHEAST OF RANDLE ON A BALD ROCKY PEAK KNOWN AS
 SB1034'POMPEY PEAK.
 SB1034'
 SB1034'THE MARK IS A STANDARD BRONZE GEOLOGICAL SURVEY DISK SET IN
 SB1034'OUTCROP ON THE HIGHEST POINT OF THE HILL ABOUT 5 FEET WEST OF
 SB1034'THE POMPEY LOOKOUT HOUSE OF THE COLUMBIA NATIONAL FOREST.  STAMPED
 SB1034'VA 5172.
 SB1034'
 SB1034'TO REACH FROM THE POST OFFICE IN PACKWOOD GO WEST ON STATE
 SB1034'HIGHWAY NO 5 FOR 8.0 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT ONTO
 SB1034'GRAVEL ROAD AND CONTINUE FOR 1.2 MILES TO A TRAIL AND SIGN ON THE
 SB1034'LEFT POMPEY L O 5.  AND END OF TRUCK TRAVEL.  CONTINUE ON FOOT
 SB1034'OR HORSE ON THE POMPEY TRAIL FOR 4 MILES TO A FORK, AND SIGN
 SB1034'POMPEY L O 1/2 TAKE LEFT FORK AND CONTINUE FOR ABOUT 1/2 MILE TO
 SB1034'LOOKOUT HOUSE AND STATION.
 SB1034'
 SB1034'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 SB1034'OUTCROP 1 FOOT FROM EDGE OF RIM, 3 FEET NORTHWEST OF THE NORTHWEST
 SB1034'CORNER OF LOOKOUT HOUSE PORCH, AND IS ABOUT 2 FEET LOWER THAN THE
 SB1034'STATION.  STAMPED POMPEY NO 1 1946.
 SB1034'
 SB1034'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 SB1034'OUTCROP ON LEDGE WEST OF LOOKOUT, AND IS ABOUT 1 FOOT LOWER THAN THE
 SB1034'STATION.  STAMPED POMPEY NO 2 1946.
 SB1034'
 SB1034'PICTURE POINT IS THE NORTHWEST CORNER OF THE LOOKOUT HOUSE.
 SB1034'
 SB1034'STATION 13-50 BPR WILL SERVE AS AZIMUTH MARK.
 SB1034
 SB1034                          STATION RECOVERY (1961)
 SB1034
 SB1034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SB1034'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  LOH
 SB1034'AND ALL OTHER BUILDINGS HAVE BURNED.  REACHED BY HELICOPTER.
 SB1034
 SB1034                          STATION RECOVERY (1964)
 SB1034
 SB1034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SB1034'RECOVERED AS DESCRIBED.  RMS AGREE WITH NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1640 ***********************************************************************
 SA1640  DESIGNATION -  519.4
 SA1640  PID         -  SA1640
 SA1640  STATE/COUNTY-  WA/GRANT
 SA1640  USGS QUAD   -  VANTAGE (1978)
 SA1640
 SA1640                         *CURRENT SURVEY CONTROL
 SA1640  ___________________________________________________________________
 SA1640* NAD 83(1986)-  46 57 47.     (N)    119 58 18.     (W)     SCALED    
 SA1640* NAVD 88     -       159.160  (meters)     522.18   (feet)  ADJUSTED  
 SA1640  ___________________________________________________________________
 SA1640  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 SA1640  DYNAMIC HT  -         159.172 (meters)     522.22  (feet)  COMP
 SA1640  MODELED GRAV-     980,685.2   (mgal)                       NAVD 88
 SA1640
 SA1640  VERT ORDER  -  SECOND    CLASS 0
 SA1640
 SA1640.The horizontal coordinates were scaled from a topographic map and have
 SA1640.an estimated accuracy of +/- 6 seconds.
 SA1640
 SA1640.The orthometric height was determined by differential leveling
 SA1640.and adjusted by the National Geodetic Survey in June 1991..
 SA1640
 SA1640.The geoid height was determined by GEOID03.
 SA1640
 SA1640.The dynamic height is computed by dividing the NAVD 88
 SA1640.geopotential number by the normal gravity value computed on the
 SA1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1640.degrees latitude (g = 980.6199 gals.).
 SA1640
 SA1640.The modeled gravity was interpolated from observed gravity values.
 SA1640
 SA1640;                    North         East    Units  Estimated Accuracy
 SA1640;SPC WA S     -   181,280.      540,210.      MT  (+/- 180 meters Scaled)
 SA1640
 SA1640                          SUPERSEDED SURVEY CONTROL
 SA1640
 SA1640  NGVD 29 (??/??/92)  158.072  (m)          518.61   (f) ADJ UNCH    2 0
 SA1640
 SA1640.Superseded values are not recommended for survey control.
 SA1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1640.See file dsdata.txt to determine how the superseded data were derived.
 SA1640
 SA1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN739053(NAD 83)
 SA1640_MARKER: Q = CHISELED SQUARE
 SA1640_SETTING: 0 = UNSPECIFIED SETTING
 SA1640_STAMPING: 519.4
 SA1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1640
 SA1640  HISTORY     - Date     Condition        Report By
 SA1640  HISTORY     - UNK      MONUMENTED       USGS
 SA1640  HISTORY     - 1934     GOOD             NGS
 SA1640  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA1640
 SA1640                          STATION DESCRIPTION
 SA1640
 SA1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SA1640'0.1 MI SW FROM VANTAGE FERRY BRIDGE.
 SA1640'0.1 MI. S. ALONG GRANT COUNTY ROAD TO BEVERLY FROM VANTAGE FERRY
 SA1640'BRIDGE.  ALONG THE RIGHT OF WAY OF GRANT COUNTY ROAD TO BEVERLY.  ON
 SA1640'THE S.W. CORNER OF BASE OF WINDMILL, 52 FEET NORTH OF CENTER LINE OF
 SA1640'ROAD, AND 60 YARDS EAST OF STATE HIGHWAY NO. 7.  NOTE-- BM UNDER
 SA1640'WATER.
 SA1640
 SA1640                          STATION RECOVERY (1967)
 SA1640
 SA1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1644 ***********************************************************************
 SW1644  DESIGNATION -  52 FMK
 SW1644  PID         -  SW1644
 SW1644  STATE/COUNTY-  WA/DOUGLAS
 SW1644  USGS QUAD   -  ST ANDREWS (1965)
 SW1644
 SW1644                         *CURRENT SURVEY CONTROL
 SW1644  ___________________________________________________________________
 SW1644* NAD 83(1998)-  47 40 14.12568(N)    119 25 38.83602(W)     ADJUSTED  
 SW1644* NAVD 88     -       714.8    (meters)    2345.     (feet)  GPS OBS   
 SW1644  ___________________________________________________________________
 SW1644  X           -  -2,114,318.936 (meters)                     COMP
 SW1644  Y           -  -3,748,111.140 (meters)                     COMP
 SW1644  Z           -   4,692,804.473 (meters)                     COMP
 SW1644  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 SW1644  ELLIP HEIGHT-         695.12  (meters)          (07/05/01) GPS OBS
 SW1644  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 SW1644
 SW1644  HORZ ORDER  -  FIRST
 SW1644  ELLP ORDER  -  FOURTH    CLASS II
 SW1644
 SW1644.The horizontal coordinates were established by GPS observations
 SW1644.and adjusted by the National Geodetic Survey in July 2001..
 SW1644.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1644.DATUM ITEM on the data sheet items page.
 SW1644
 SW1644.The orthometric height was determined by GPS observations and a
 SW1644.high-resolution geoid model.
 SW1644
 SW1644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1644
 SW1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1644
 SW1644.The ellipsoidal height was determined by GPS observations
 SW1644.and is referenced to NAD 83.
 SW1644
 SW1644.The geoid height was determined by GEOID03.
 SW1644
 SW1644;                    North         East     Units Scale Factor Converg.
 SW1644;SPC WA N     -    75,521.843   605,571.572   MT  0.99997255   +1 02 48.1
 SW1644;SPC WA N     -   247,774.58  1,986,779.40   sFT  0.99997255   +1 02 48.1
 SW1644;UTM  11      - 5,282,543.316   317,778.111   MT  1.00000805   -1 47 42.3
 SW1644
 SW1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1644!SPC WA N     -   0.99989106  x   0.99997255  =   0.99986361
 SW1644!UTM  11      -   0.99989106  x   1.00000805  =   0.99989911
 SW1644
 SW1644                          SUPERSEDED SURVEY CONTROL
 SW1644
 SW1644  NAD 83(1991)-  47 40 14.12438(N)    119 25 38.83600(W) AD(       ) 1
 SW1644  ELLIP H (01/21/94)  695.24   (m)                       GP(       ) 4 1
 SW1644
 SW1644.Superseded values are not recommended for survey control.
 SW1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1644.See file dsdata.txt to determine how the superseded data were derived.
 SW1644
 SW1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN1777882543(NAD 83)
 SW1644_MARKER: DB = BENCH MARK DISK
 SW1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1644_SP_SET: CONCRETE POST
 SW1644_STAMPING: 52 FMK 1962 2341
 SW1644_MARK LOGO: USGS  
 SW1644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1644+STABILITY: POSITION/ELEVATION WELL
 SW1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1644+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1993
 SW1644
 SW1644  HISTORY     - Date     Condition        Report By
 SW1644  HISTORY     - 1962     MONUMENTED       USGS
 SW1644  HISTORY     - 19930517 GOOD             DCPW
 SW1644
 SW1644                          STATION DESCRIPTION
 SW1644
 SW1644'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1644'THE STATION IS APPROXIMATELY 7.5 MI (12.1 KM) NW OF COULEE CITY, WA,
 SW1644'25 MI (40.2 KM) SW OF ELECTRIC CITY, WA, AND 30 MI (48.3 KM) EAST OF
 SW1644'WATERVILLE, WA, IN THE NE 1/4 OF SECTION 16, T25N, R27E, WM, DOUGLAS
 SW1644'COUNTY, WA.
 SW1644'TO REACH STATION FROM THE EAST END OF THE DRY FALLS DAM AT COULEE
 SW1644'CITY, WA, DRIVE WEST ALONG HIGHWAY 2 6.29 MI (10.12 KM) TO THE
 SW1644'INTERSECTION OF O-NE, A PAVED ROAD TO THE NORTH. CONTINUE NORTH ALONG
 SW1644'O-NE 3.5 MI (5.6 KM) TO THE INTERSECTION OF 4-NE, AN E-W GRAVEL ROAD,
 SW1644'AND THE STATION 52 FT (15.8 M) WEST OF AND 6 FT (1.8 M) HIGHER THAN
 SW1644'THE CENTERLINE OF O-NE, 28 FT (8.5 M) SOUTH OF THE CENTERLINE OF
 SW1644'4-NE, 1 FT (0.3 M) NORTH OF AN E-W FENCE LINE, 16 FT (4.9 M) WEST OF
 SW1644'A FENCE CORNER, AND 0.7 FT (0.2 M) SOUTH OF AN ORANGE CARSONITE
 SW1644'WITNESS POST.
 SW1644'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -52 FMK 1962 2341-
 SW1644'SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER, AND PROJECTING
 SW1644'0.1 FT (0.0 M) ABOVE THE SURROUNDING DIRT SURFACE.
 SW1644'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1644'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0517 ***********************************************************************
 TR0517  DESIGNATION -  52 RS
 TR0517  PID         -  TR0517
 TR0517  STATE/COUNTY-  WA/ISLAND
 TR0517  USGS QUAD   -  COUPEVILLE (1973)
 TR0517
 TR0517                         *CURRENT SURVEY CONTROL
 TR0517  ___________________________________________________________________
 TR0517* NAD 83(1986)-  48 12 31.     (N)    122 39 51.     (W)     SCALED    
 TR0517* NAVD 88     -        62.128  (meters)     203.83   (feet)  ADJUSTED  
 TR0517  ___________________________________________________________________
 TR0517  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 TR0517  DYNAMIC HT  -          62.142 (meters)     203.88  (feet)  COMP
 TR0517  MODELED GRAV-     980,831.5   (mgal)                       NAVD 88
 TR0517
 TR0517  VERT ORDER  -  FIRST     CLASS II
 TR0517
 TR0517.The horizontal coordinates were scaled from a topographic map and have
 TR0517.an estimated accuracy of +/- 6 seconds.
 TR0517
 TR0517.The orthometric height was determined by differential leveling
 TR0517.and adjusted by the National Geodetic Survey in June 1991..
 TR0517
 TR0517.The geoid height was determined by GEOID03.
 TR0517
 TR0517.The dynamic height is computed by dividing the NAVD 88
 TR0517.geopotential number by the normal gravity value computed on the
 TR0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0517.degrees latitude (g = 980.6199 gals.).
 TR0517
 TR0517.The modeled gravity was interpolated from observed gravity values.
 TR0517
 TR0517;                    North         East    Units  Estimated Accuracy
 TR0517;SPC WA N     -   136,000.      363,950.      MT  (+/- 180 meters Scaled)
 TR0517
 TR0517                          SUPERSEDED SURVEY CONTROL
 TR0517
 TR0517  NGVD 29 (??/??/92)   60.991  (m)          200.10   (f) ADJ UNCH    1 2
 TR0517
 TR0517.Superseded values are not recommended for survey control.
 TR0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0517.See file dsdata.txt to determine how the superseded data were derived.
 TR0517
 TR0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU249395(NAD 83)
 TR0517_MARKER: DD = SURVEY DISK
 TR0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0517_STAMPING: 52 RS 1940 200
 TR0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0517+STABILITY: SURFACE MOTION
 TR0517
 TR0517  HISTORY     - Date     Condition        Report By
 TR0517  HISTORY     - 1940     MONUMENTED       USGS
 TR0517  HISTORY     - 1952     GOOD             NGS
 TR0517  HISTORY     - 1962     GOOD             NGS
 TR0517
 TR0517                          STATION DESCRIPTION
 TR0517
 TR0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0517'1.8 MI SE FROM COUPEVILLE.
 TR0517'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 1 D FROM THE COUNTY COURTHOUSE
 TR0517'AT COUPEVILLE, AT THE Y JUNCTION OF A GRAVELED ROAD LEADING NORTHEAST
 TR0517'TO A FARM-HOUSE, 22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 21
 TR0517'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 7.9 FEET EAST OF A
 TR0517'TELEPHONE POLE WITH A METAL TAG STAMPED 199.8, 1.1 FEET WEST OF A
 TR0517'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TR0517'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 TR0517
 TR0517                          STATION RECOVERY (1962)
 TR0517
 TR0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 TR0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4244 ***********************************************************************
 RD4244  DESIGNATION -  521
 RD4244  PID         -  RD4244
 RD4244  STATE/COUNTY-  WA/CLARK
 RD4244  USGS QUAD   -  MOUNT TABOR (1990)
 RD4244
 RD4244                         *CURRENT SURVEY CONTROL
 RD4244  ___________________________________________________________________
 RD4244* NAD 83(1986)-  45 37 02.     (N)    122 33 16.     (W)     SCALED    
 RD4244* NAVD 88     -        92.542  (meters)     303.61   (feet)  ADJUSTED  
 RD4244  ___________________________________________________________________
 RD4244  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 RD4244  DYNAMIC HT  -          92.542 (meters)     303.61  (feet)  COMP
 RD4244  MODELED GRAV-     980,617.2   (mgal)                       NAVD 88
 RD4244
 RD4244  VERT ORDER  -  SECOND    CLASS II
 RD4244
 RD4244.The horizontal coordinates were scaled from a topographic map and have
 RD4244.an estimated accuracy of +/- 6 seconds.
 RD4244
 RD4244.The orthometric height was determined by differential leveling
 RD4244.and adjusted by the National Geodetic Survey in April 1995..
 RD4244
 RD4244.The geoid height was determined by GEOID03.
 RD4244
 RD4244.The dynamic height is computed by dividing the NAVD 88
 RD4244.geopotential number by the normal gravity value computed on the
 RD4244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4244.degrees latitude (g = 980.6199 gals.).
 RD4244
 RD4244.The modeled gravity was interpolated from observed gravity values.
 RD4244
 RD4244;                    North         East    Units  Estimated Accuracy
 RD4244;SPC WA S     -    33,640.      339,770.      MT  (+/- 180 meters Scaled)
 RD4244
 RD4244                          SUPERSEDED SURVEY CONTROL
 RD4244
 RD4244  NGVD 29 (03/17/92)   91.493  (m)          300.17   (f) ADJUSTED    2 2
 RD4244
 RD4244.Superseded values are not recommended for survey control.
 RD4244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4244.See file dsdata.txt to determine how the superseded data were derived.
 RD4244
 RD4244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER347516(NAD 83)
 RD4244_MARKER: DB = BENCH MARK DISK
 RD4244_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4244_SP_SET: IN CONCRETE CURB
 RD4244_STAMPING: 521  1989
 RD4244_MARK LOGO: WA-011
 RD4244_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4244+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 RD4244
 RD4244  HISTORY     - Date     Condition        Report By
 RD4244  HISTORY     - 1989     MONUMENTED       WA-011
 RD4244  HISTORY     - 20040311 GOOD             USPSQD
 RD4244  HISTORY     - 20050515 GOOD             USPSQD
 RD4244  HISTORY     - 20060519 GOOD             USPSQD
 RD4244
 RD4244                          STATION DESCRIPTION
 RD4244
 RD4244'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4244'ALONG SE CHKALOV, ON EAST SIDE, .40 KM (0.25 MI) SOUTH OF INTERSECTION
 RD4244'OF SE MILL PLAIN AND CHKALOV, APPROX. 110 FT. SOUTH OF CURB DROP AT
 RD4244'NORTH DRIVEWAY TO JAMES RIVER CORP. BLDG.(521 SE CHKALOV), 51 FT
 RD4244'(15.5 M) NORTH OF TELEPHONE RISER, IN CONCRETE CURB, SET 2 INCH DOMED
 RD4244'BRASS DISK.
 RD4244
 RD4244                          STATION RECOVERY (2004)
 RD4244
 RD4244'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4244'RECOVERED IN GOOD CONDITION.
 RD4244
 RD4244                          STATION RECOVERY (2005)
 RD4244
 RD4244'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4244'JAMES RIVER CORP. BLDG IS NOW WELLS FARGO BANK, MARK IS ALSO APPROX
 RD4244'22FT SOUTH OF NEW BUS SHELTER.
 RD4244
 RD4244                          STATION RECOVERY (2006)
 RD4244
 RD4244'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1511 ***********************************************************************
 SA1511  DESIGNATION -  522
 SA1511  PID         -  SA1511
 SA1511  STATE/COUNTY-  WA/GRANT
 SA1511  USGS QUAD   -  BEVERLY SE (1965)
 SA1511
 SA1511                         *CURRENT SURVEY CONTROL
 SA1511  ___________________________________________________________________
 SA1511* NAD 83(1986)-  46 50 06.     (N)    119 46 15.     (W)     SCALED    
 SA1511* NAVD 88     -       160.24   (+/-2cm)     525.7    (feet)  VERTCON   
 SA1511  ___________________________________________________________________
 SA1511  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 SA1511
 SA1511  VERT ORDER  -  ? (See Below)
 SA1511
 SA1511.The horizontal coordinates were scaled from a topographic map and have
 SA1511.an estimated accuracy of +/- 6 seconds.
 SA1511
 SA1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1511.The vertical order pertains to the NGVD 29 superseded value.
 SA1511
 SA1511.The geoid height was determined by GEOID03.
 SA1511
 SA1511;                    North         East    Units  Estimated Accuracy
 SA1511;SPC WA S     -   167,170.      555,620.      MT  (+/- 180 meters Scaled)
 SA1511
 SA1511                          SUPERSEDED SURVEY CONTROL
 SA1511
 SA1511  NGVD 29 (??/??/92)  159.154  (m)          522.16   (f) ADJ UNCH    ?  
 SA1511
 SA1511.Superseded values are not recommended for survey control.
 SA1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1511.See file dsdata.txt to determine how the superseded data were derived.
 SA1511
 SA1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM887905(NAD 83)
 SA1511_MARKER: P = PIPE CAP
 SA1511_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1511_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1511_STAMPING: WASH 522
 SA1511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1511
 SA1511  HISTORY     - Date     Condition        Report By
 SA1511  HISTORY     - UNK      MONUMENTED       BOR
 SA1511  HISTORY     - 1967     GOOD             NGS
 SA1511
 SA1511                          STATION DESCRIPTION
 SA1511
 SA1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1511'8 MI E FROM BEVERLY.
 SA1511'MARK WAS REACHED BY WALKING EAST 1.0 MILE ALONG THE RAILROAD FROM S
 SA1511'702 (USBR).  HOWEVER, THERE IS A GATE IN THE FENCE ALONG THE MAIN
 SA1511'ROAD, 0.65 MILE EAST OF THE ROAD, INTO S 702, WHICH SHOULD PROVIDE A
 SA1511'BETTER ROUTE.  THE MARK IS 28 YARDS EAST OF THE SOUTHEAST CORNER OF A
 SA1511'SMALL LAKE ON THE NORTH SIDE OF THE TRACK, 190 FEET EAST OF MILEPOST
 SA1511'2018, 30 FEET NORTH OF THE CENTER OF THE TRACK, 9 FEET SOUTHWEST OF A
 SA1511'TELEGRAPH POLE, 6 FEET SOUTH OF A LINE OF POLES, 15 FEET EAST OF THE
 SA1511'SOUTHEAST CORNER OF A LARGE BLACK BEDROCK OUTCROP AND ABOUT 1 FOOT
 SA1511'LOWER THAN THE TRACK, A USGS CAP ON A 3 1/2 PIPE WHICH PROJECTS 1
 SA1511'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1306 ***********************************************************************
 SA1306  DESIGNATION -  523
 SA1306  PID         -  SA1306
 SA1306  STATE/COUNTY-  WA/BENTON
 SA1306  USGS QUAD   -  IOWA FLATS (1974)
 SA1306
 SA1306                         *CURRENT SURVEY CONTROL
 SA1306  ___________________________________________________________________
 SA1306* NAD 83(1986)-  46 28 48.     (N)    119 33 43.     (W)     SCALED    
 SA1306* NAVD 88     -       160.71   (+/-2cm)     527.3    (feet)  VERTCON   
 SA1306  ___________________________________________________________________
 SA1306  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SA1306
 SA1306  VERT ORDER  -  ? (See Below)
 SA1306
 SA1306.The horizontal coordinates were scaled from a topographic map and have
 SA1306.an estimated accuracy of +/- 6 seconds.
 SA1306
 SA1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1306.The vertical order pertains to the NGVD 29 superseded value.
 SA1306
 SA1306.The geoid height was determined by GEOID03.
 SA1306
 SA1306;                    North         East    Units  Estimated Accuracy
 SA1306;SPC WA S     -   127,880.      572,030.      MT  (+/- 180 meters Scaled)
 SA1306
 SA1306                          SUPERSEDED SURVEY CONTROL
 SA1306
 SA1306  NGVD 29 (??/??/92)  159.651  (m)          523.79   (f) ADJ UNCH    ?  
 SA1306
 SA1306.Superseded values are not recommended for survey control.
 SA1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1306.See file dsdata.txt to determine how the superseded data were derived.
 SA1306
 SA1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM033505(NAD 83)
 SA1306_MARKER: Z = SEE DESCRIPTION
 SA1306_SETTING: 0 = UNSPECIFIED SETTING
 SA1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1306
 SA1306  HISTORY     - Date     Condition        Report By
 SA1306  HISTORY     - UNK      MONUMENTED       USGS
 SA1306  HISTORY     - 1949     GOOD             NGS
 SA1306
 SA1306                          STATION DESCRIPTION
 SA1306
 SA1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1306'5.6 MI E FROM BENSON RANCH.
 SA1306'5.6 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE BENSON RANCH, ON
 SA1306'THE INSIDE OF A CURVE, 113 FEET SOUTHWEST OF A FENCE, 65.4 FEET
 SA1306'NORTHEAST OF BM A 322, 19 FEET NORTHEAST OF THE CENTER LINE OF THE
 SA1306'ROAD, 19 FEET SOUTHWEST OF THE CENTER OF A DITCH, 3.5 FEET SOUTHWEST
 SA1306'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, DRIVEN IN THE
 SA1306'GROUND, AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1040 ***********************************************************************
 SA1040  DESIGNATION -  524
 SA1040  PID         -  SA1040
 SA1040  STATE/COUNTY-  WA/BENTON
 SA1040  USGS QUAD   -  HORN RAPIDS DAM (1977)
 SA1040
 SA1040                         *CURRENT SURVEY CONTROL
 SA1040  ___________________________________________________________________
 SA1040* NAD 83(1986)-  46 25 19.     (N)    119 27 56.     (W)     SCALED    
 SA1040* NAVD 88     -       160.96   (+/-2cm)     528.1    (feet)  VERTCON   
 SA1040  ___________________________________________________________________
 SA1040  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SA1040
 SA1040  VERT ORDER  -  ? (See Below)
 SA1040
 SA1040.The horizontal coordinates were scaled from a topographic map and have
 SA1040.an estimated accuracy of +/- 6 seconds.
 SA1040
 SA1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1040.The vertical order pertains to the NGVD 29 superseded value.
 SA1040
 SA1040.The geoid height was determined by GEOID03.
 SA1040
 SA1040;                    North         East    Units  Estimated Accuracy
 SA1040;SPC WA S     -   121,520.      579,510.      MT  (+/- 180 meters Scaled)
 SA1040
 SA1040                          SUPERSEDED SURVEY CONTROL
 SA1040
 SA1040  NGVD 29 (??/??/92)  159.907  (m)          524.63   (f) ADJ UNCH    ?  
 SA1040
 SA1040.Superseded values are not recommended for survey control.
 SA1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1040.See file dsdata.txt to determine how the superseded data were derived.
 SA1040
 SA1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM105438(NAD 83)
 SA1040_MARKER: DD = SURVEY DISK
 SA1040_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1040_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1040
 SA1040  HISTORY     - Date     Condition        Report By
 SA1040  HISTORY     - UNK      MONUMENTED       USGS
 SA1040  HISTORY     - 1949     GOOD             NGS
 SA1040
 SA1040                          STATION DESCRIPTION
 SA1040
 SA1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1040'12.9 MI N FROM BENTON CITY.
 SA1040'9.4 MILES NORTH ALONG THE HANFORD ROAD FROM THE POST OFFICE AT BENTON
 SA1040'CITY, THENCE 3.5 MILES NORTHWEST ALONG A COUNTY GRADED ROAD, 232 FEET
 SA1040'SOUTHWEST OF A FENCE, 31 FEET NORTHEAST OF THE CENTER LINE OF THE
 SA1040'ROAD, 4.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 SA1040'THE ROAD, DRIVEN IN THE GROUND, AND PROJECTING 0.7 FOOT ABOVE THE
 SA1040'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0819 ***********************************************************************
 SY0819  DESIGNATION -  52.4 USGS
 SY0819  PID         -  SY0819
 SY0819  STATE/COUNTY-  WA/MASON
 SY0819  USGS QUAD   -  BELFAIR (1994)
 SY0819
 SY0819                         *CURRENT SURVEY CONTROL
 SY0819  ___________________________________________________________________
 SY0819* NAD 83(1986)-  47 26 25.     (N)    122 50 02.     (W)     SCALED    
 SY0819* NAVD 88     -        16.972  (meters)      55.68   (feet)  POSTED    
 SY0819  ___________________________________________________________________
 SY0819  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 SY0819  DYNAMIC HT  -          16.980 (meters)      55.71  (feet)  COMP
 SY0819  MODELED GRAV-     980,818.3   (mgal)                       NAVD 88
 SY0819
 SY0819  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0819
 SY0819.The horizontal coordinates were scaled from a topographic map and have
 SY0819.an estimated accuracy of +/- 6 seconds.
 SY0819
 SY0819.The orthometric height was determined by differential leveling
 SY0819.and adjusted by the National Geodetic Survey in 1992..
 SY0819.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0819.rate of 0.0 thru 1.0 mm/km.
 SY0819
 SY0819.The geoid height was determined by GEOID03.
 SY0819
 SY0819.The dynamic height is computed by dividing the NAVD 88
 SY0819.geopotential number by the normal gravity value computed on the
 SY0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0819.degrees latitude (g = 980.6199 gals.).
 SY0819
 SY0819.The modeled gravity was interpolated from observed gravity values.
 SY0819
 SY0819;                    North         East    Units  Estimated Accuracy
 SY0819;SPC WA S     -   236,800.      323,980.      MT  (+/- 180 meters Scaled)
 SY0819
 SY0819                          SUPERSEDED SURVEY CONTROL
 SY0819
 SY0819  NGVD 29 (??/??/??)   15.910  (m)           52.20   (f) ADJUSTED    1 2
 SY0819
 SY0819.Superseded values are not recommended for survey control.
 SY0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0819.See file dsdata.txt to determine how the superseded data were derived.
 SY0819
 SY0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET125541(NAD 83)
 SY0819_MARKER: Q = CHISELED SQUARE
 SY0819_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY0819_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SY0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0819
 SY0819  HISTORY     - Date     Condition        Report By
 SY0819  HISTORY     - UNK      MONUMENTED       USGS
 SY0819  HISTORY     - 1944     GOOD             CGS
 SY0819
 SY0819                          STATION DESCRIPTION
 SY0819
 SY0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0819'0.6 MI S FROM BELFAIR.
 SY0819'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT BELFAIR,
 SY0819'MASON COUNTY, AT THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHEAST,
 SY0819'17.8 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTHWEST
 SY0819'OF THE CENTERLINE OF THE ROAD, AT A PIPE CULVERT UNDER THE PRIVATE
 SY0819'ROAD, ON THE TOP OF THE CONCRETE PIPE, AND 48 FEET SOUTHWEST OF
 SY0819'TELEPHONE POLE 480.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1509 ***********************************************************************
 SA1509  DESIGNATION -  528
 SA1509  PID         -  SA1509
 SA1509  STATE/COUNTY-  WA/GRANT
 SA1509  USGS QUAD   -  BEVERLY SE (1965)
 SA1509
 SA1509                         *CURRENT SURVEY CONTROL
 SA1509  ___________________________________________________________________
 SA1509* NAD 83(1986)-  46 50 00.     (N)    119 50 37.     (W)     SCALED    
 SA1509* NAVD 88     -       162.18   (+/-2cm)     532.1    (feet)  VERTCON   
 SA1509  ___________________________________________________________________
 SA1509  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SA1509
 SA1509  VERT ORDER  -  ? (See Below)
 SA1509
 SA1509.The horizontal coordinates were scaled from a topographic map and have
 SA1509.an estimated accuracy of +/- 6 seconds.
 SA1509
 SA1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1509.The vertical order pertains to the NGVD 29 superseded value.
 SA1509
 SA1509.The geoid height was determined by GEOID03.
 SA1509
 SA1509;                    North         East    Units  Estimated Accuracy
 SA1509;SPC WA S     -   166,940.      550,070.      MT  (+/- 180 meters Scaled)
 SA1509
 SA1509                          SUPERSEDED SURVEY CONTROL
 SA1509
 SA1509  NGVD 29 (??/??/92)  161.090  (m)          528.51   (f) ADJ UNCH    ?  
 SA1509
 SA1509.Superseded values are not recommended for survey control.
 SA1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1509.See file dsdata.txt to determine how the superseded data were derived.
 SA1509
 SA1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM831905(NAD 83)
 SA1509_MARKER: P = PIPE CAP
 SA1509_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1509_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1509_STAMPING: 528
 SA1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1509
 SA1509  HISTORY     - Date     Condition        Report By
 SA1509  HISTORY     - UNK      MONUMENTED       USGS
 SA1509  HISTORY     - 1943     GOOD             NGS
 SA1509  HISTORY     - 1967     POOR             NGS
 SA1509
 SA1509                          STATION DESCRIPTION
 SA1509
 SA1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 SA1509'4 MI E FROM BEVERLY.
 SA1509'4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SA1509'RAILROAD FROM THE STATION AT BEVERLY, GRANT COUNTY, 2.3 MILES WEST OF
 SA1509'JERICHO, THREE POWER-TRANSMISSION LINE POLES WEST OF SIGNAL TOWER
 SA1509'137-0, AND 10 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK.  A
 SA1509'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 528 AND RIVETED
 SA1509'ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- (R7 PAINTED NEAR THE
 SA1509'BENCH MARK.)
 SA1509
 SA1509                          STATION RECOVERY (1967)
 SA1509
 SA1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1509'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1645 ***********************************************************************
 SW1645  DESIGNATION -  53 FMK
 SW1645  PID         -  SW1645
 SW1645  STATE/COUNTY-  WA/DOUGLAS
 SW1645  USGS QUAD   -  ST ANDREWS (1965)
 SW1645
 SW1645                         *CURRENT SURVEY CONTROL
 SW1645  ___________________________________________________________________
 SW1645* NAD 83(1998)-  47 41 58.21291(N)    119 25 38.67344(W)     ADJUSTED  
 SW1645* NAVD 88     -       678.7    (meters)    2227.     (feet)  GPS OBS   
 SW1645  ___________________________________________________________________
 SW1645  X           -  -2,113,136.012 (meters)                     COMP
 SW1645  Y           -  -3,746,021.038 (meters)                     COMP
 SW1645  Z           -   4,694,942.194 (meters)                     COMP
 SW1645  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 SW1645  ELLIP HEIGHT-         659.08  (meters)          (07/05/01) GPS OBS
 SW1645  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 SW1645
 SW1645  HORZ ORDER  -  FIRST
 SW1645  ELLP ORDER  -  FOURTH    CLASS II
 SW1645
 SW1645.The horizontal coordinates were established by GPS observations
 SW1645.and adjusted by the National Geodetic Survey in July 2001..
 SW1645.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1645.DATUM ITEM on the data sheet items page.
 SW1645
 SW1645.The orthometric height was determined by GPS observations and a
 SW1645.high-resolution geoid model.
 SW1645
 SW1645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1645
 SW1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1645
 SW1645.The ellipsoidal height was determined by GPS observations
 SW1645.and is referenced to NAD 83.
 SW1645
 SW1645.The geoid height was determined by GEOID03.
 SW1645
 SW1645;                    North         East     Units Scale Factor Converg.
 SW1645;SPC WA N     -    78,735.956   605,516.239   MT  0.99996876   +1 02 48.3
 SW1645;SPC WA N     -   258,319.55  1,986,597.86   sFT  0.99996876   +1 02 48.3
 SW1645;UTM  11      - 5,285,756.338   317,882.222   MT  1.00000759   -1 47 45.1
 SW1645
 SW1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1645!SPC WA N     -   0.99989671  x   0.99996876  =   0.99986547
 SW1645!UTM  11      -   0.99989671  x   1.00000759  =   0.99990430
 SW1645
 SW1645                          SUPERSEDED SURVEY CONTROL
 SW1645
 SW1645  NAD 83(1991)-  47 41 58.21161(N)    119 25 38.67342(W) AD(       ) 1
 SW1645  ELLIP H (01/21/94)  659.21   (m)                       GP(       ) 4 1
 SW1645
 SW1645.Superseded values are not recommended for survey control.
 SW1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1645.See file dsdata.txt to determine how the superseded data were derived.
 SW1645
 SW1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN1788285756(NAD 83)
 SW1645_MARKER: DB = BENCH MARK DISK
 SW1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1645_SP_SET: CONCRETE POST
 SW1645_STAMPING: 53 FMK 1962 2223
 SW1645_MARK LOGO: USGS  
 SW1645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1645+STABILITY: POSITION/ELEVATION WELL
 SW1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1645+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1993
 SW1645
 SW1645  HISTORY     - Date     Condition        Report By
 SW1645  HISTORY     - 1962     MONUMENTED       USGS
 SW1645  HISTORY     - 19930517 GOOD             DCPW
 SW1645
 SW1645                          STATION DESCRIPTION
 SW1645
 SW1645'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1645'THE STATION IS APPROXIMATELY 9 MI (14.5 KM) NW OF COULEE CITY, WA,
 SW1645'12.5 MI (20.1 KM) SE OF MANSFIELD, WA, AND 30 MI (48.3 KM) EAST OF
 SW1645'WATERVILLE, WA, IN THE NE 1/4 OF SECTION 4, T25N, R27E, WM, DOUGLAS
 SW1645'COUNTY, WA.
 SW1645'TO REACH STATION FROM THE EAST END OF THE DRY FALLS DAM AT COULEE
 SW1645'CITY, WA, DRIVE WEST ALONG HIGHWAY 2 6.29 MI (10.12 KM) TO THE
 SW1645'INTERSECTION OF O-NE, A PAVED ROAD TO THE NORTH. CONTINUE NORTH ALONG
 SW1645'O-NE 5.5 MI (8.9 KM) TO THE T-INTERSECTION OF 6-NE, AN E-W PAVED
 SW1645'ROAD, AND THE STATION 70 FT (21.3 M) SOUTH OF THE OLD ST. ANDREWS
 SW1645'POST OFFICE AND GENERAL STORE, 24 FT (7.3 M) SOUTH OF THE CENTERLINE
 SW1645'OF 6-NE, 36.7 FT (11.2 M) WEST OF THE CENTERLINE OF O-NE, 3.4 FT
 SW1645'(1.0 M) WEST OF AN OLD UNUSED POWER POLE, UNDER AN E-W BARBED WIRE
 SW1645'FENCE LINE, AND 1.3 FT (0.4 M) SW OF AN ORANGE CARSONITE WITNESS
 SW1645'POST.
 SW1645'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -53 FMK 1962 2223-
 SW1645'SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER, PROJECTING 0.3
 SW1645'FT (0.1 M) ABOVE THE SURROUNDING GRAVEL SURFACE.
 SW1645'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1645'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0521 ***********************************************************************
 TR0521  DESIGNATION -  53 RS
 TR0521  PID         -  TR0521
 TR0521  STATE/COUNTY-  WA/ISLAND
 TR0521  USGS QUAD   -  COUPEVILLE (1973)
 TR0521
 TR0521                         *CURRENT SURVEY CONTROL
 TR0521  ___________________________________________________________________
 TR0521* NAD 83(1986)-  48 11 51.     (N)    122 37 37.     (W)     SCALED    
 TR0521* NAVD 88     -        61.311  (meters)     201.15   (feet)  ADJUSTED  
 TR0521  ___________________________________________________________________
 TR0521  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 TR0521  DYNAMIC HT  -          61.324 (meters)     201.19  (feet)  COMP
 TR0521  MODELED GRAV-     980,825.3   (mgal)                       NAVD 88
 TR0521
 TR0521  VERT ORDER  -  FIRST     CLASS II
 TR0521
 TR0521.The horizontal coordinates were scaled from a topographic map and have
 TR0521.an estimated accuracy of +/- 6 seconds.
 TR0521
 TR0521.The orthometric height was determined by differential leveling
 TR0521.and adjusted by the National Geodetic Survey in June 1991..
 TR0521
 TR0521.The geoid height was determined by GEOID03.
 TR0521
 TR0521.The dynamic height is computed by dividing the NAVD 88
 TR0521.geopotential number by the normal gravity value computed on the
 TR0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0521.degrees latitude (g = 980.6199 gals.).
 TR0521
 TR0521.The modeled gravity was interpolated from observed gravity values.
 TR0521
 TR0521;                    North         East    Units  Estimated Accuracy
 TR0521;SPC WA N     -   134,700.      366,680.      MT  (+/- 180 meters Scaled)
 TR0521
 TR0521                          SUPERSEDED SURVEY CONTROL
 TR0521
 TR0521  NGVD 29 (??/??/92)   60.174  (m)          197.42   (f) ADJ UNCH    1 2
 TR0521
 TR0521.Superseded values are not recommended for survey control.
 TR0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0521.See file dsdata.txt to determine how the superseded data were derived.
 TR0521
 TR0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU277383(NAD 83)
 TR0521_MARKER: DD = SURVEY DISK
 TR0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0521_STAMPING: 53 RS 197
 TR0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0521+STABILITY: SURFACE MOTION
 TR0521
 TR0521  HISTORY     - Date     Condition        Report By
 TR0521  HISTORY     - UNK      MONUMENTED       USGS
 TR0521  HISTORY     - 1952     GOOD             NGS
 TR0521  HISTORY     - 1962     GOOD             NGS
 TR0521
 TR0521                          STATION DESCRIPTION
 TR0521
 TR0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0521'4.2 MI SE FROM COUPEVILLE.
 TR0521'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 1 D FROM THE COUNTY COURTHOUSE
 TR0521'AT COUPEVILLE, ON THE INSIDE OF A RIGHT-ANGLE CURVE OF THE HIGHWAY, AT
 TR0521'THE Y JUNCTION OF A PRIVATE TRACK ROAD LEADING EAST, AT THE NORTHEAST
 TR0521'CORNER OF WHIDBEY ISLAND NAVAL AIR STATION OUTLYING FIELD, 142 FEET
 TR0521'SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 19.6 FEET WEST OF THE
 TR0521'CENTER LINE OF THE HIGHWAY, 1.0 FOOT EAST OF A FENCE, 1.7 FEET NORTH
 TR0521'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 TR0521'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 TR0521
 TR0521                          STATION RECOVERY (1962)
 TR0521
 TR0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 TR0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0303 ***********************************************************************
 SB0303  DESIGNATION -  53 X 86 USIIS
 SB0303  PID         -  SB0303
 SB0303  STATE/COUNTY-  WA/YAKIMA
 SB0303  USGS QUAD   -  WAPATO (1985)
 SB0303
 SB0303                         *CURRENT SURVEY CONTROL
 SB0303  ___________________________________________________________________
 SB0303* NAD 83(1986)-  46 27 24.     (N)    120 25 44.     (W)     SCALED    
 SB0303* NAVD 88     -       265.437  (meters)     870.85   (feet)  ADJUSTED  
 SB0303  ___________________________________________________________________
 SB0303  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SB0303  DYNAMIC HT  -         265.439 (meters)     870.86  (feet)  COMP
 SB0303  MODELED GRAV-     980,614.5   (mgal)                       NAVD 88
 SB0303
 SB0303  VERT ORDER  -  FIRST     CLASS II
 SB0303
 SB0303.The horizontal coordinates were scaled from a topographic map and have
 SB0303.an estimated accuracy of +/- 6 seconds.
 SB0303
 SB0303.The orthometric height was determined by differential leveling
 SB0303.and adjusted by the National Geodetic Survey in June 1991..
 SB0303.WARNING-Repeat measurements at this control monument indicate possible
 SB0303.vertical movement.
 SB0303
 SB0303.The geoid height was determined by GEOID03.
 SB0303
 SB0303.The dynamic height is computed by dividing the NAVD 88
 SB0303.geopotential number by the normal gravity value computed on the
 SB0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0303.degrees latitude (g = 980.6199 gals.).
 SB0303
 SB0303.The modeled gravity was interpolated from observed gravity values.
 SB0303
 SB0303;                    North         East    Units  Estimated Accuracy
 SB0303;SPC WA S     -   124,860.      505,460.      MT  (+/- 180 meters Scaled)
 SB0303
 SB0303                          SUPERSEDED SURVEY CONTROL
 SB0303
 SB0303  NGVD 29 (??/??/92)  264.398  (m)          867.45   (f) ADJ UNCH    1 2
 SB0303
 SB0303.Superseded values are not recommended for survey control.
 SB0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0303.See file dsdata.txt to determine how the superseded data were derived.
 SB0303
 SB0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS974480(NAD 83)
 SB0303_MARKER: DD = SURVEY DISK
 SB0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0303_SP_SET: WALL
 SB0303_STAMPING: 53 X 86 867.73
 SB0303_MARK LOGO: USIIS 
 SB0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0303
 SB0303  HISTORY     - Date     Condition        Report By
 SB0303  HISTORY     - UNK      MONUMENTED       DI
 SB0303  HISTORY     - 1962     GOOD             NGS
 SB0303  HISTORY     - 1982     GOOD             NGS
 SB0303  HISTORY     - 1989     GOOD             USPSQD
 SB0303
 SB0303                          STATION DESCRIPTION
 SB0303
 SB0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0303'0.6 MI NW FROM WAPATO.
 SB0303'0.6 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SB0303'AT WAPATO, YAKIMA COUNTY, 200 FEET NORTHEAST OF THE TRACK, 32 FEET
 SB0303'NORTHEAST OF THE CENTERLINE OF OLD STATE HIGHWAY 3 A (KNOWN AS THE OLD
 SB0303'TRACK ROAD), AT AN IRRIGATION-CANAL SPILLWAY, IN THE TOP OF THE WALL,
 SB0303'AND 1.9 FEET NORTHEAST OF THE SOUTHWEST END OF THE WALL.  A UNITED
 SB0303'STATES INDIAN IRRIGATION SERVICE STANDARD DISK, STAMPED 53 X 86
 SB0303'867.73.
 SB0303
 SB0303                          STATION RECOVERY (1982)
 SB0303
 SB0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0303'RECOVERED IN GOOD CONDITION.
 SB0303
 SB0303                          STATION RECOVERY (1989)
 SB0303
 SB0303'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI3164 ***********************************************************************
 AI3164  DESIGNATION -  5340
 AI3164  PID         -  AI3164
 AI3164  STATE/COUNTY-  WA/KING
 AI3164  USGS QUAD   -  VASHON (1994)
 AI3164
 AI3164                         *CURRENT SURVEY CONTROL
 AI3164  ___________________________________________________________________
 AI3164* NAD 83(1986)-  47 24 23.     (N)    122 26 18.     (W)     SCALED    
 AI3164* NAVD 88     -         3.590  (meters)      11.78   (feet)  POSTED    
 AI3164  ___________________________________________________________________
 AI3164  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 AI3164  DYNAMIC HT  -           3.590 (meters)      11.78  (feet)  COMP
 AI3164  MODELED GRAV-     980,810.5   (mgal)                       NAVD 88
 AI3164
 AI3164  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AI3164
 AI3164.The horizontal coordinates were scaled from a topographic map and have
 AI3164.an estimated accuracy of +/- 6 seconds.
 AI3164
 AI3164.The orthometric height was determined by differential leveling
 AI3164.and adjusted by the National Geodetic Survey in July 2002..
 AI3164.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AI3164.rate of 0.0 thru 1.0 mm/km.
 AI3164
 AI3164.The geoid height was determined by GEOID03.
 AI3164
 AI3164.The dynamic height is computed by dividing the NAVD 88
 AI3164.geopotential number by the normal gravity value computed on the
 AI3164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3164.degrees latitude (g = 980.6199 gals.).
 AI3164
 AI3164.The modeled gravity was interpolated from observed gravity values.
 AI3164
 AI3164;                    North         East    Units  Estimated Accuracy
 AI3164;SPC WA N     -    46,450.      378,870.      MT  (+/- 180 meters Scaled)
 AI3164
 AI3164                          SUPERSEDED SURVEY CONTROL
 AI3164
 AI3164.No superseded survey control is available for this station.
 AI3164
 AI3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET423504(NAD 83)
 AI3164_MARKER: A = ALUMINUM MARKER
 AI3164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3164_STAMPING: 5340 1995
 AI3164_MARK LOGO: NONE  
 AI3164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3164+STABILITY: SURFACE MOTION
 AI3164
 AI3164  HISTORY     - Date     Condition        Report By
 AI3164  HISTORY     - 1995     MONUMENTED       RBNF
 AI3164  HISTORY     - 19960724 GOOD             NOS
 AI3164
 AI3164                          STATION DESCRIPTION
 AI3164
 AI3164'DESCRIBED BY NATIONAL OCEAN SERVICE 1996 (JGF)
 AI3164'TO REACH FROM THE JUNCTION OF 116TH ST AND VASHON HIGHWAY IN VASHON GO
 AI3164'SOUTH ON VASHON HIGHWAY 1 MILE (1.6 KM) TO A CROSSROAD AND STATION H
 AI3164'352 AT THE K2 FACTORY, CONTINUE SOUTH FOR 1 MILE (1.6 KM) TO 210TH
 AI3164'STREET AND STATION J 352 RESET ON THE RIGHT, CONTINUE SOUTH FOR 1 MILE
 AI3164'(1.6 KM) TO A REVERSE FORK AND STATION FL 13 ON THE RIGHT, CONTINUE
 AI3164'SOUTH FOR 0.05 MILE (0.08 KM) TO A SIDE ROAD LEFT, QUARTERMASTER DR,
 AI3164'TURN LEFT AND GO EAST FOR 1 MILE (1.6 KM) TO STATION E 551 ON THE
 AI3164'LEFT, CONTINUE EAST FOR 0.2 MILE (0.3 KM) TO STATION 5340 KCO ON THE
 AI3164'RIGHT AT AT SIDE ROAD LEFT.  THE STATION IS A ALUMINUM DISK SET IN
 AI3164'CONCRETE AT AN AREA CALLED THE PORTAGE BETWEEN VASHON AND MURRY
 AI3164'ISLANDS (NOW CONNECTED AT THIS POINT) .  IT IS 53 FEET (16.2 M) WEST
 AI3164'OF A CAUTION SIGN INDICATING A STOP AHEAD, 27 FEET (8.2 M) SOUTH OF
 AI3164'THE CENTERLINE OF QUARTERMASTER DRIVE, 5 FEET (1.5 M) NORTH OF THE
 AI3164'STORM LINE (DEBRIS) , AND 1 FOOT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1513 ***********************************************************************
 SA1513  DESIGNATION -  536
 SA1513  PID         -  SA1513
 SA1513  STATE/COUNTY-  WA/GRANT
 SA1513  USGS QUAD   -  SMYRNA (1986)
 SA1513
 SA1513                         *CURRENT SURVEY CONTROL
 SA1513  ___________________________________________________________________
 SA1513* NAD 83(1986)-  46 50 23.     (N)    119 41 14.     (W)     SCALED    
 SA1513* NAVD 88     -       164.61   (+/-2cm)     540.1    (feet)  VERTCON   
 SA1513  ___________________________________________________________________
 SA1513  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SA1513
 SA1513  VERT ORDER  -  ? (See Below)
 SA1513
 SA1513.The horizontal coordinates were scaled from a topographic map and have
 SA1513.an estimated accuracy of +/- 6 seconds.
 SA1513
 SA1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1513.The vertical order pertains to the NGVD 29 superseded value.
 SA1513
 SA1513.The geoid height was determined by GEOID03.
 SA1513
 SA1513;                    North         East    Units  Estimated Accuracy
 SA1513;SPC WA S     -   167,760.      562,000.      MT  (+/- 180 meters Scaled)
 SA1513
 SA1513                          SUPERSEDED SURVEY CONTROL
 SA1513
 SA1513  NGVD 29 (??/??/92)  163.537  (m)          536.54   (f) ADJ UNCH    ?  
 SA1513
 SA1513.Superseded values are not recommended for survey control.
 SA1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1513.See file dsdata.txt to determine how the superseded data were derived.
 SA1513
 SA1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM950908(NAD 83)
 SA1513_MARKER: P = PIPE CAP
 SA1513_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1513_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1513_STAMPING: WASH 538
 SA1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1513
 SA1513  HISTORY     - Date     Condition        Report By
 SA1513  HISTORY     - UNK      MONUMENTED       BOR
 SA1513  HISTORY     - 1967     GOOD             NGS
 SA1513
 SA1513                          STATION DESCRIPTION
 SA1513
 SA1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1513'1.3 MI W FROM SMYRNA.
 SA1513'1.3 MILES WEST ALONG LOWER CRAB CREEK ROAD FROM THE INTERSECTION OF A
 SA1513'GRAVEL ROAD AND THE RAILROAD AT THE WEST EDGE OF SMYRNA, 44 YARDS WEST
 SA1513'OF MILEPOST 2014, 39 YARDS NORTH OF THE CENTER OF THE GRAVEL ROAD, 35
 SA1513'FEET NORTH OF THE CENTER OF THE TRACK, 27 FEET WEST-SOUTHWEST OF THE
 SA1513'WEST GATE POST IN THE NORTH RAILROAD RIGHT-OF-WAY FENCE, 9 FEET EAST
 SA1513'OF A TELEGRAPH POLE, 1 FOOT SOUTH OF THE LINE OF POLES, 1 FOOT EAST OF
 SA1513'A METAL WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE TRACK, A USGS CAP
 SA1513'RIVITED TO A 3 1/2 INCH PIPE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0371 ***********************************************************************
 TR0371  DESIGNATION -  54 R S
 TR0371  PID         -  TR0371
 TR0371  STATE/COUNTY-  WA/ISLAND
 TR0371  USGS QUAD   -  CAMANO (1978)
 TR0371
 TR0371                         *CURRENT SURVEY CONTROL
 TR0371  ___________________________________________________________________
 TR0371* NAD 83(1986)-  48 08 37.     (N)    122 35 38.     (W)     SCALED    
 TR0371* NAVD 88     -        96.225  (meters)     315.70   (feet)  ADJUSTED  
 TR0371  ___________________________________________________________________
 TR0371  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 TR0371  DYNAMIC HT  -          96.244 (meters)     315.76  (feet)  COMP
 TR0371  MODELED GRAV-     980,805.6   (mgal)                       NAVD 88
 TR0371
 TR0371  VERT ORDER  -  FIRST     CLASS II
 TR0371
 TR0371.The horizontal coordinates were scaled from a topographic map and have
 TR0371.an estimated accuracy of +/- 6 seconds.
 TR0371
 TR0371.The orthometric height was determined by differential leveling
 TR0371.and adjusted by the National Geodetic Survey in June 1991..
 TR0371
 TR0371.The geoid height was determined by GEOID03.
 TR0371
 TR0371.The dynamic height is computed by dividing the NAVD 88
 TR0371.geopotential number by the normal gravity value computed on the
 TR0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0371.degrees latitude (g = 980.6199 gals.).
 TR0371
 TR0371.The modeled gravity was interpolated from observed gravity values.
 TR0371
 TR0371;                    North         East    Units  Estimated Accuracy
 TR0371;SPC WA N     -   128,650.      369,000.      MT  (+/- 180 meters Scaled)
 TR0371
 TR0371                          SUPERSEDED SURVEY CONTROL
 TR0371
 TR0371  NGVD 29 (??/??/92)   95.086  (m)          311.96   (f) ADJ UNCH    1 2
 TR0371
 TR0371.Superseded values are not recommended for survey control.
 TR0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0371.See file dsdata.txt to determine how the superseded data were derived.
 TR0371
 TR0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU302323(NAD 83)
 TR0371_MARKER: DD = SURVEY DISK
 TR0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0371_STAMPING: 54 R S 312 1940
 TR0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0371+STABILITY: SURFACE MOTION
 TR0371
 TR0371  HISTORY     - Date     Condition        Report By
 TR0371  HISTORY     - 1940     MONUMENTED       USGS
 TR0371  HISTORY     - 1952     GOOD             NGS
 TR0371  HISTORY     - 1962     GOOD             NGS
 TR0371
 TR0371                          STATION DESCRIPTION
 TR0371
 TR0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0371'3.2 MI N FROM GREENBANK.
 TR0371'3.2 MILES NORTH ALONG STATE HIGHWAY 1D FROM THE POST OFFICE AT
 TR0371'GREENBANK, 8.3 MILES SOUTHEAST OF THE COUNTY COURTHOUSE AT COUPEVILLE,
 TR0371'92.5 FEET NORTH OF THE NORTH CORNER OF A FARMHOUSE, 72 FEET SOUTHEAST
 TR0371'OF A POWER LINE POLE WITH A TRANSFORMER, 50 1/2 FEET SOUTHWEST OF AND
 TR0371'ACROSS THE HIGHWAY FROM A TELEPHONE POLE, 19 1/2 FEET SOUTHWEST OF THE
 TR0371'CENTER LINE OF THE HIGHWAY, 2.2 FEET SOUTHEAST OF A WITNESS POST,
 TR0371'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TR0371'FLUSH WITH THE GROUND.
 TR0371
 TR0371                          STATION RECOVERY (1962)
 TR0371
 TR0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 TR0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0478 ***********************************************************************
 SB0478  DESIGNATION -  54 USIIS
 SB0478  PID         -  SB0478
 SB0478  STATE/COUNTY-  WA/YAKIMA
 SB0478  USGS QUAD   -  WHITE SWAN (1985)
 SB0478
 SB0478                         *CURRENT SURVEY CONTROL
 SB0478  ___________________________________________________________________
 SB0478* NAD 83(1986)-  46 22 30.     (N)    120 40 11.     (W)     SCALED    
 SB0478* NAVD 88     -       275.669  (meters)     904.42   (feet)  ADJUSTED  
 SB0478  ___________________________________________________________________
 SB0478  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 SB0478  DYNAMIC HT  -         275.667 (meters)     904.42  (feet)  COMP
 SB0478  MODELED GRAV-     980,603.2   (mgal)                       NAVD 88
 SB0478
 SB0478  VERT ORDER  -  SECOND    CLASS 0
 SB0478
 SB0478.The horizontal coordinates were scaled from a topographic map and have
 SB0478.an estimated accuracy of +/- 6 seconds.
 SB0478
 SB0478.The orthometric height was determined by differential leveling
 SB0478.and adjusted by the National Geodetic Survey in June 1991..
 SB0478
 SB0478.The geoid height was determined by GEOID03.
 SB0478
 SB0478.The dynamic height is computed by dividing the NAVD 88
 SB0478.geopotential number by the normal gravity value computed on the
 SB0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0478.degrees latitude (g = 980.6199 gals.).
 SB0478
 SB0478.The modeled gravity was interpolated from observed gravity values.
 SB0478
 SB0478;                    North         East    Units  Estimated Accuracy
 SB0478;SPC WA S     -   115,800.      486,940.      MT  (+/- 180 meters Scaled)
 SB0478
 SB0478                          SUPERSEDED SURVEY CONTROL
 SB0478
 SB0478  NGVD 29 (??/??/92)  274.620  (m)          900.98   (f) ADJ UNCH    2 0
 SB0478
 SB0478.Superseded values are not recommended for survey control.
 SB0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0478.See file dsdata.txt to determine how the superseded data were derived.
 SB0478
 SB0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS792383(NAD 83)
 SB0478_MARKER: DD = SURVEY DISK
 SB0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0478_STAMPING: 54
 SB0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0478+STABILITY: SURFACE MOTION
 SB0478
 SB0478  HISTORY     - Date     Condition        Report By
 SB0478  HISTORY     - UNK      MONUMENTED       DI
 SB0478  HISTORY     - 1961     GOOD             NGS
 SB0478
 SB0478                          STATION DESCRIPTION
 SB0478
 SB0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0478'3.2 MI E FROM WHITE SWAN.
 SB0478'3.2 MILES EAST ALONG STATE HIGHWAY 3B FROM WHITE SWAN SCHOOL TO THE
 SB0478'INTERSECTION WITH SHAKER CHURCH ROAD, 32 FEET NORTH OF THE CENTER LINE
 SB0478'OF THE HIGHWAY, 36 FEET WEST OF THE CENTER LINE OF SHAKER CHURCH ROAD,
 SB0478'4 FEET WEST OF A FENCE CORNER POST, AND 1 FOOT NORTH OF THE FENCE
 SB0478'LINE.  BRASS DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 SB0478'ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4301 ***********************************************************************
 RD4301  DESIGNATION -  5401
 RD4301  PID         -  RD4301
 RD4301  STATE/COUNTY-  WA/CLARK
 RD4301  USGS QUAD   -  ORCHARDS (1990)
 RD4301
 RD4301                         *CURRENT SURVEY CONTROL
 RD4301  ___________________________________________________________________
 RD4301* NAD 83(1986)-  45 39 41.     (N)    122 33 31.     (W)     SCALED    
 RD4301* NAVD 88     -        62.574  (meters)     205.29   (feet)  ADJUSTED  
 RD4301  ___________________________________________________________________
 RD4301  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 RD4301  DYNAMIC HT  -          62.574 (meters)     205.29  (feet)  COMP
 RD4301  MODELED GRAV-     980,619.0   (mgal)                       NAVD 88
 RD4301
 RD4301  VERT ORDER  -  SECOND    CLASS II
 RD4301
 RD4301.The horizontal coordinates were scaled from a topographic map and have
 RD4301.an estimated accuracy of +/- 6 seconds.
 RD4301
 RD4301.The orthometric height was determined by differential leveling
 RD4301.and adjusted by the National Geodetic Survey in April 1995..
 RD4301
 RD4301.The geoid height was determined by GEOID03.
 RD4301
 RD4301.The dynamic height is computed by dividing the NAVD 88
 RD4301.geopotential number by the normal gravity value computed on the
 RD4301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4301.degrees latitude (g = 980.6199 gals.).
 RD4301
 RD4301.The modeled gravity was interpolated from observed gravity values.
 RD4301
 RD4301;                    North         East    Units  Estimated Accuracy
 RD4301;SPC WA S     -    38,560.      339,580.      MT  (+/- 180 meters Scaled)
 RD4301
 RD4301                          SUPERSEDED SURVEY CONTROL
 RD4301
 RD4301  NGVD 29 (03/17/92)   61.523  (m)          201.85   (f) ADJUSTED    2 2
 RD4301
 RD4301.Superseded values are not recommended for survey control.
 RD4301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4301.See file dsdata.txt to determine how the superseded data were derived.
 RD4301
 RD4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER343565(NAD 83)
 RD4301_MARKER: DB = BENCH MARK DISK
 RD4301_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4301_SP_SET: TOP OF CURB
 RD4301_STAMPING: 5401  1990
 RD4301_MARK LOGO: WA-011
 RD4301_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4301
 RD4301  HISTORY     - Date     Condition        Report By
 RD4301  HISTORY     - 1990     MONUMENTED       WA-011
 RD4301  HISTORY     - 20040311 MARK NOT FOUND   USPSQD
 RD4301
 RD4301                          STATION DESCRIPTION
 RD4301
 RD4301'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4301'IN TOP OF EAST CURB OF N.E. GHER ROAD, IN NORTHEAST QUADRANT OF
 RD4301'INTERSECTION WITH SR-500, 5.2 FT (1.6 M) SOUTH OF PROJECTED NORTH
 RD4301'RIGHT OF WAY FENCE OF SR-500, 109.6 FT (33.4 M) WEST OF ANGLE POINT
 RD4301'IN SAME FENCE.SET 2 IN DIAM DOMED BRASS DISK
 RD4301
 RD4301                          STATION RECOVERY (2004)
 RD4301
 RD4301'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4301'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE MARK MAY HAVE BEEN
 RD4301'DESTROYED WHEN THE CURB WAS REMOVED FOR THE NEW OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1506 ***********************************************************************
 SA1506  DESIGNATION -  546
 SA1506  PID         -  SA1506
 SA1506  STATE/COUNTY-  WA/GRANT
 SA1506  USGS QUAD   -  BEVERLY (1965)
 SA1506
 SA1506                         *CURRENT SURVEY CONTROL
 SA1506  ___________________________________________________________________
 SA1506* NAD 83(1986)-  46 50 12.     (N)    119 56 00.     (W)     SCALED    
 SA1506* NAVD 88     -       167.602  (meters)     549.87   (feet)  ADJUSTED  
 SA1506  ___________________________________________________________________
 SA1506  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SA1506  DYNAMIC HT  -         167.615 (meters)     549.92  (feet)  COMP
 SA1506  MODELED GRAV-     980,686.1   (mgal)                       NAVD 88
 SA1506
 SA1506  VERT ORDER  -  SECOND    CLASS 0
 SA1506
 SA1506.The horizontal coordinates were scaled from a topographic map and have
 SA1506.an estimated accuracy of +/- 6 seconds.
 SA1506
 SA1506.The orthometric height was determined by differential leveling
 SA1506.and adjusted by the National Geodetic Survey in June 1991..
 SA1506
 SA1506.The geoid height was determined by GEOID03.
 SA1506
 SA1506.The dynamic height is computed by dividing the NAVD 88
 SA1506.geopotential number by the normal gravity value computed on the
 SA1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1506.degrees latitude (g = 980.6199 gals.).
 SA1506
 SA1506.The modeled gravity was interpolated from observed gravity values.
 SA1506
 SA1506;                    North         East    Units  Estimated Accuracy
 SA1506;SPC WA S     -   167,250.      543,230.      MT  (+/- 180 meters Scaled)
 SA1506
 SA1506                          SUPERSEDED SURVEY CONTROL
 SA1506
 SA1506  NGVD 29 (??/??/92)  166.526  (m)          546.34   (f) ADJ UNCH    2 0
 SA1506
 SA1506.Superseded values are not recommended for survey control.
 SA1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1506.See file dsdata.txt to determine how the superseded data were derived.
 SA1506
 SA1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM763911(NAD 83)
 SA1506_MARKER: P = PIPE CAP
 SA1506_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1506_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1506_STAMPING: 546 WASH
 SA1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1506
 SA1506  HISTORY     - Date     Condition        Report By
 SA1506  HISTORY     - UNK      MONUMENTED       USGS
 SA1506  HISTORY     - 1967     POOR             NGS
 SA1506
 SA1506                          STATION DESCRIPTION
 SA1506
 SA1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1506'IN BEVERLY.
 SA1506'AT BEVERLY, GRANT COUNTY, ALONG RIGHT-OF-WAY OF THE CHICAGO,
 SA1506'MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY, 19-1/2 RAIL LENGTHS WEST OF
 SA1506'THE STATION, 7-1/2 RAIL LENGTHS EAST OF WOODEN TRESTLE EE246, 116 FEET
 SA1506'WEST OF ROAD LEADING TO STATION, 13 FEET SOUTH OF THE MAIN TRACK, AND
 SA1506'4-1/2 FEET NORTH OF THE SIDE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 SA1506'STANDARD CAP, STAMPED 546 WASH AND RIVETED ON THE TOP OF A 3-1/2-INCH
 SA1506'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1646 ***********************************************************************
 SW1646  DESIGNATION -  55 FMK
 SW1646  PID         -  SW1646
 SW1646  STATE/COUNTY-  WA/DOUGLAS
 SW1646  USGS QUAD   -  ST ANDREWS (1965)
 SW1646
 SW1646                         *CURRENT SURVEY CONTROL
 SW1646  ___________________________________________________________________
 SW1646* NAD 83(1998)-  47 41 06.74594(N)    119 29 29.75770(W)     ADJUSTED  
 SW1646* NAVD 88     -       697.5    (meters)    2288.     (feet)  GPS OBS   
 SW1646  ___________________________________________________________________
 SW1646  X           -  -2,117,916.452 (meters)                     COMP
 SW1646  Y           -  -3,744,685.609 (meters)                     COMP
 SW1646  Z           -   4,693,886.045 (meters)                     COMP
 SW1646  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 SW1646  ELLIP HEIGHT-         677.87  (meters)          (07/05/01) GPS OBS
 SW1646  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SW1646
 SW1646  HORZ ORDER  -  FIRST
 SW1646  ELLP ORDER  -  FOURTH    CLASS II
 SW1646
 SW1646.The horizontal coordinates were established by GPS observations
 SW1646.and adjusted by the National Geodetic Survey in July 2001..
 SW1646.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1646.DATUM ITEM on the data sheet items page.
 SW1646
 SW1646.The orthometric height was determined by GPS observations and a
 SW1646.high-resolution geoid model.
 SW1646
 SW1646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1646
 SW1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1646
 SW1646.The ellipsoidal height was determined by GPS observations
 SW1646.and is referenced to NAD 83.
 SW1646
 SW1646.The geoid height was determined by GEOID03.
 SW1646
 SW1646;                    North         East     Units Scale Factor Converg.
 SW1646;SPC WA N     -    77,060.710   600,726.910   MT  0.99997060   +0 59 56.2
 SW1646;SPC WA N     -   252,823.35  1,970,884.87   sFT  0.99997060   +0 59 56.2
 SW1646;UTM  11      - 5,284,320.568   313,015.478   MT  1.00002966   -1 50 34.7
 SW1646
 SW1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1646!SPC WA N     -   0.99989376  x   0.99997060  =   0.99986437
 SW1646!UTM  11      -   0.99989376  x   1.00002966  =   0.99992342
 SW1646
 SW1646                          SUPERSEDED SURVEY CONTROL
 SW1646
 SW1646  NAD 83(1991)-  47 41 06.74467(N)    119 29 29.75769(W) AD(       ) 1
 SW1646  ELLIP H (01/21/94)  677.99   (m)                       GP(       ) 4 1
 SW1646
 SW1646.Superseded values are not recommended for survey control.
 SW1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1646.See file dsdata.txt to determine how the superseded data were derived.
 SW1646
 SW1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN1301584321(NAD 83)
 SW1646_MARKER: DB = BENCH MARK DISK
 SW1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1646_SP_SET: CONCRETE POST
 SW1646_STAMPING: 55 FMK 1962 2284
 SW1646_MARK LOGO: USGS  
 SW1646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1646+STABILITY: POSITION/ELEVATION WELL
 SW1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1646+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1993
 SW1646
 SW1646  HISTORY     - Date     Condition        Report By
 SW1646  HISTORY     - 1962     MONUMENTED       USGS
 SW1646  HISTORY     - 19930517 GOOD             WA-017
 SW1646
 SW1646                          STATION DESCRIPTION
 SW1646
 SW1646'DESCRIBED BY DOUGLAS COUNTY WASHINGTON 1993
 SW1646'THE STATION IS APPROXIMATELY 10.5 MI (16.9 KM) NW OF COULEE CITY, WA,
 SW1646'27 MI (43.5 KM) EAST OF WATERVILLE, WA, AND 23.5 MI (37.8 KM) SSE OF
 SW1646'BRIDGEPORT, WA, IN THE SE 1/4 OF SECTION 1, T26N, R26E, WM, DOUGLAS
 SW1646'COUNTY, WA.
 SW1646'TO REACH STATION FROM THE EAST END OF THE DRY FALLS DAM AT COULEE
 SW1646'CITY, WA, DRIVE WEST ALONG HIGHWAY 2 6.29 MI (10.12 KM) TO THE
 SW1646'INTERSECTION OF O-NE, A PAVED ROAD TO THE NORTH. CONTINUE NORTH ALONG
 SW1646'O-NE, 4.5 MI (7.2 KM) TO THE INTERSECTION OF 5-NE, AN IMPROVED GRAVEL
 SW1646'ROAD TO THE WEST. CONTINUE WEST ALONG 5-NE 3.0 MI (4.8 KM) TO THE
 SW1646'INTERSECTION OF L-NE, A N-S GRAVEL ROAD, AND THE STATION 30 FT
 SW1646'(9.1 M) WEST OF THE CENTERLINE OF L-NE, 29 FT (8.8 M) NORTH OF THE
 SW1646'CENTERLINE OF 5-NE, 5.0 FT (1.5 M) S52W OF THE ROAD INTERSECTION
 SW1646'MARKER, AND 1.5 FT (0.5 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 SW1646'THE STATION IS A 3.5 INCH USGS BRASS CAP SET STAMPED -55 FMK 1962
 SW1646'2284- SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER,
 SW1646'PROJECTING 0.3 FT (0.1 M) ABOVE THE SURROUNDING DIRT SURFACE.
 SW1646'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1646'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1647 ***********************************************************************
 SW1647  DESIGNATION -  55 FMK
 SW1647  PID         -  SW1647
 SW1647  STATE/COUNTY-  WA/DOUGLAS
 SW1647  USGS QUAD   -  BARKER CANYON (1968)
 SW1647
 SW1647                         *CURRENT SURVEY CONTROL
 SW1647  ___________________________________________________________________
 SW1647* NAD 83(1998)-  47 58 30.75378(N)    119 09 31.66127(W)     ADJUSTED  
 SW1647* NAVD 88     -       731.2    (meters)    2399.     (feet)  GPS OBS   
 SW1647  ___________________________________________________________________
 SW1647  X           -  -2,084,495.520 (meters)                     COMP
 SW1647  Y           -  -3,736,072.236 (meters)                     COMP
 SW1647  Z           -   4,715,560.145 (meters)                     COMP
 SW1647  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 SW1647  ELLIP HEIGHT-         711.71  (meters)          (07/05/01) GPS OBS
 SW1647  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 SW1647
 SW1647  HORZ ORDER  -  FIRST
 SW1647  ELLP ORDER  -  FOURTH    CLASS II
 SW1647
 SW1647.The horizontal coordinates were established by GPS observations
 SW1647.and adjusted by the National Geodetic Survey in July 2001..
 SW1647.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1647.DATUM ITEM on the data sheet items page.
 SW1647
 SW1647.The orthometric height was determined by GPS observations and a
 SW1647.high-resolution geoid model.
 SW1647
 SW1647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1647
 SW1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1647
 SW1647.The ellipsoidal height was determined by GPS observations
 SW1647.and is referenced to NAD 83.
 SW1647
 SW1647.The geoid height was determined by GEOID03.
 SW1647
 SW1647;                    North         East     Units Scale Factor Converg.
 SW1647;SPC WA N     -   109,785.748   625,006.189   MT  0.99994534   +1 14 48.2
 SW1647;SPC WA N     -   360,188.74  2,050,541.14   sFT  0.99994534   +1 14 48.2
 SW1647;UTM  11      - 5,315,800.042   338,890.388   MT  0.99991895   -1 36 14.5
 SW1647
 SW1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1647!SPC WA N     -   0.99988846  x   0.99994534  =   0.99983381
 SW1647!UTM  11      -   0.99988846  x   0.99991895  =   0.99980742
 SW1647
 SW1647                          SUPERSEDED SURVEY CONTROL
 SW1647
 SW1647  NAD 83(1991)-  47 58 30.75246(N)    119 09 31.66135(W) AD(       ) 1
 SW1647  ELLIP H (01/21/94)  711.84   (m)                       GP(       ) 4 1
 SW1647
 SW1647.Superseded values are not recommended for survey control.
 SW1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1647.See file dsdata.txt to determine how the superseded data were derived.
 SW1647
 SW1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP3889015800(NAD 83)
 SW1647_MARKER: DB = BENCH MARK DISK
 SW1647_SETTING: 66 = SET IN ROCK OUTCROP
 SW1647_SP_SET: ROCK OUTCROP
 SW1647_STAMPING: 55 FMK 1967
 SW1647_MARK LOGO: USGS  
 SW1647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1647+STABILITY: POSITION/ELEVATION WELL
 SW1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1647+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 SW1647
 SW1647  HISTORY     - Date     Condition        Report By
 SW1647  HISTORY     - 1967     MONUMENTED       USGS
 SW1647  HISTORY     - 19930515 GOOD             DCPW
 SW1647
 SW1647                          STATION DESCRIPTION
 SW1647
 SW1647'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1647'THE STATION IS APPROXIMATELY 6 MI (9.7 KM) NW OF ELECTRIC CITY, WA, 25
 SW1647'MI (40.2 KM) NE OF MANSFIELD, WA, AND 8 MI (12.9 KM) WEST OF COULEE
 SW1647'DAM, WA, IN THE NW 1/4 OF SECTION 34, T29N, R29E, WM, DOUGLAS COUNTY,
 SW1647'WA.
 SW1647'TO REACH STATION FROM LEAHY JUNCTION, THE INTERSECTION OF HIGHWAY 17
 SW1647'AND HIGHWAY 174, DRIVE EASTERLY ALONG HIGHWAY 174 11.77 MI
 SW1647'(18.94 KM) TO THE STATION 74 FT (22.6 M) SOUTH OF AND 5 FT (1.5 M)
 SW1647'HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 250 FT (76.2 M) EAST OF THE
 SW1647'INTERSECTION OF BARKER CANYON ROAD, 4 FT (1.2 M) SOUTH OF A FENCE,
 SW1647'AND 1 FT (0.3 M) NORTH OF A STEEL POST WITH A WHITE WITNESS SIGN.
 SW1647'THE STATION IS A 3.5 INCH USGS ALUMINUM CAP STAMPED 55 FMK 1967 SET
 SW1647'IN BASALT OUTCROP 10 FT (3.0 M) BY 4 FT (1.2 M) AND PROJECTING 0.5 FT
 SW1647'(0.2 M) ABOVE THE SURROUNDING ROCK GROUND.
 SW1647'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1647'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0374 ***********************************************************************
 TR0374  DESIGNATION -  55 RS
 TR0374  PID         -  TR0374
 TR0374  STATE/COUNTY-  WA/ISLAND
 TR0374  USGS QUAD   -  FREELAND (1978)
 TR0374
 TR0374                         *CURRENT SURVEY CONTROL
 TR0374  ___________________________________________________________________
 TR0374* NAD 83(1986)-  48 05 52.     (N)    122 34 28.     (W)     SCALED    
 TR0374* NAVD 88     -        49.533  (meters)     162.51   (feet)  ADJUSTED  
 TR0374  ___________________________________________________________________
 TR0374  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 TR0374  DYNAMIC HT  -          49.543 (meters)     162.54  (feet)  COMP
 TR0374  MODELED GRAV-     980,814.7   (mgal)                       NAVD 88
 TR0374
 TR0374  VERT ORDER  -  FIRST     CLASS II
 TR0374
 TR0374.The horizontal coordinates were scaled from a topographic map and have
 TR0374.an estimated accuracy of +/- 6 seconds.
 TR0374
 TR0374.The orthometric height was determined by differential leveling
 TR0374.and adjusted by the National Geodetic Survey in June 1991..
 TR0374
 TR0374.The geoid height was determined by GEOID03.
 TR0374
 TR0374.The dynamic height is computed by dividing the NAVD 88
 TR0374.geopotential number by the normal gravity value computed on the
 TR0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0374.degrees latitude (g = 980.6199 gals.).
 TR0374
 TR0374.The modeled gravity was interpolated from observed gravity values.
 TR0374
 TR0374;                    North         East    Units  Estimated Accuracy
 TR0374;SPC WA N     -   123,520.      370,330.      MT  (+/- 180 meters Scaled)
 TR0374
 TR0374                          SUPERSEDED SURVEY CONTROL
 TR0374
 TR0374  NGVD 29 (??/??/92)   48.400  (m)          158.79   (f) ADJ UNCH    1 2
 TR0374
 TR0374.Superseded values are not recommended for survey control.
 TR0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0374.See file dsdata.txt to determine how the superseded data were derived.
 TR0374
 TR0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU316272(NAD 83)
 TR0374_MARKER: DD = SURVEY DISK
 TR0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0374_STAMPING: 55 RS 158 1940
 TR0374_MARK LOGO: USGS  
 TR0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0374+STABILITY: SURFACE MOTION
 TR0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0374+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1994
 TR0374
 TR0374  HISTORY     - Date     Condition        Report By
 TR0374  HISTORY     - 1940     MONUMENTED       USGS
 TR0374  HISTORY     - 1952     GOOD             NGS
 TR0374  HISTORY     - 1962     GOOD             NGS
 TR0374  HISTORY     - 19940701 GOOD             WADT
 TR0374
 TR0374                          STATION DESCRIPTION
 TR0374
 TR0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0374'IN GREENBANK.
 TR0374'AT GREENBANK, ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 1D FROM THE
 TR0374'POST OFFICE AT GREENBANK, AT A T JUNCTION OF A COUNTY GRAVEL ROAD
 TR0374'LEADING WEST, 81 FEET SOUTH OF THE APPROXIMATE CENTER OF THE JUNCTION,
 TR0374'26.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.9 FEET
 TR0374'SOUTHEAST OF A FENCE POST WITH A METAL TAG STAMPED 158.8, 1.3 FEET
 TR0374'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 TR0374'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- GRAVEL RD.
 TR0374'IS NOW BLACKTOP AND NAMED DAY RD.
 TR0374
 TR0374                          STATION RECOVERY (1962)
 TR0374
 TR0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 TR0374'RECOVERED IN GOOD CONDITION.
 TR0374
 TR0374                          STATION RECOVERY (1994)
 TR0374
 TR0374'RECOVERY NOTE BY WA DEPT OF TRANSP 1994 (KW)
 TR0374'AT GREENBANK, ABOUT 0.1 MILE SOUTHEAST ALONG SR525 FROM THE POST
 TR0374'OFFICE AT GREENBANK, AT A -T- INTERSECTION OF BAKKEN RD. LEADING WEST,
 TR0374'48.4 M (158.8 FT) SOUTHEAST OF THE SOUTHEAST FENCE CORNER FOR THE
 TR0374'SUBSTATION, 25.4 M (83.3 FT) SOUTHEAST OF CENTERLINE OF BAKKEN RD.
 TR0374'13.0 M (42.7 FT) SOUTHEAST OF A POWER POLE NO. 10828, 22.6 M (74.1 FT)
 TR0374'SOUTH OF THE INTERSECTION OF SR525 AND BAKKEN RD., 19.1 M (62.7 FT)
 TR0374'SOUTHWEST OF A POWER POLE NO. 14599, 8.6 M (28.2 FT) SOUTHWEST OF
 TR0374'CENTERLINE OF SR525, 52.9 M (173.6 FT) NORTHWEST OF A POWER POLE NO.
 TR0374'440520/157524, 0.60 M (1.97 FT) NORTHEAST OF A WITNESS POST, 0.60 M
 TR0374'(1.97 FT) EAST OF A WITNESS POST SET IN TOP OF A CONCRETE MONUMENT,
 TR0374'ABOUT LEVEL WITH HIGHWAYU AND WITH GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1308 ***********************************************************************
 SA1308  DESIGNATION -  559
 SA1308  PID         -  SA1308
 SA1308  STATE/COUNTY-  WA/BENTON
 SA1308  USGS QUAD   -  IOWA FLATS (1974)
 SA1308
 SA1308                         *CURRENT SURVEY CONTROL
 SA1308  ___________________________________________________________________
 SA1308* NAD 83(1986)-  46 29 25.     (N)    119 36 24.     (W)     SCALED    
 SA1308* NAVD 88     -       171.72   (+/-2cm)     563.4    (feet)  VERTCON   
 SA1308  ___________________________________________________________________
 SA1308  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SA1308
 SA1308  VERT ORDER  -  ? (See Below)
 SA1308
 SA1308.The horizontal coordinates were scaled from a topographic map and have
 SA1308.an estimated accuracy of +/- 6 seconds.
 SA1308
 SA1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1308.The vertical order pertains to the NGVD 29 superseded value.
 SA1308
 SA1308.The geoid height was determined by GEOID03.
 SA1308
 SA1308;                    North         East    Units  Estimated Accuracy
 SA1308;SPC WA S     -   128,980.      568,580.      MT  (+/- 180 meters Scaled)
 SA1308
 SA1308                          SUPERSEDED SURVEY CONTROL
 SA1308
 SA1308  NGVD 29 (??/??/92)  170.659  (m)          559.90   (f) ADJ UNCH    ?  
 SA1308
 SA1308.Superseded values are not recommended for survey control.
 SA1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1308.See file dsdata.txt to determine how the superseded data were derived.
 SA1308
 SA1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM999518(NAD 83)
 SA1308_MARKER: Z = SEE DESCRIPTION
 SA1308_SETTING: 0 = UNSPECIFIED SETTING
 SA1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1308
 SA1308  HISTORY     - Date     Condition        Report By
 SA1308  HISTORY     - UNK      MONUMENTED       USGS
 SA1308  HISTORY     - 1949     GOOD             NGS
 SA1308
 SA1308                          STATION DESCRIPTION
 SA1308
 SA1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1308'3.2 MI E FROM BENSON RANCH.
 SA1308'3.2 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE BENSON RANCH, AT
 SA1308'THE FOOT OF THE SOUTH SLOPE OF A PROMINENT KNOLL, 188 FEET SOUTH OF A
 SA1308'FENCE, ABOUT 40 YARDS EAST OF THE APPROXIMATE CENTER OF A CURVE, 33
 SA1308'FEET NORTH OF THE CENTER LINE OF THE ROAD, 7.1 FEET SOUTHEAST OF BM B
 SA1308'322 1949, 4.0 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 SA1308'THE ROAD, DRIVEN IN THE GROUND, AND PROJECTING 0.6 FOOT ABOVE THE
 SA1308'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0084 ***********************************************************************
 TP0084  DESIGNATION -  5.593
 TP0084  PID         -  TP0084
 TP0084  STATE/COUNTY-  WA/FERRY
 TP0084  USGS QUAD   -  SHERMAN PEAK (1992)
 TP0084
 TP0084                         *CURRENT SURVEY CONTROL
 TP0084  ___________________________________________________________________
 TP0084* NAD 83(1986)-  48 36 28.     (N)    118 28 46.     (W)     SCALED    
 TP0084* NAVD 88     -      1704.399  (meters)    5591.85   (feet)  ADJUSTED  
 TP0084  ___________________________________________________________________
 TP0084  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 TP0084  DYNAMIC HT  -        1704.375 (meters)    5591.77  (feet)  COMP
 TP0084  MODELED GRAV-     980,533.4   (mgal)                       NAVD 88
 TP0084
 TP0084  VERT ORDER  -  FIRST     CLASS II
 TP0084
 TP0084.The horizontal coordinates were scaled from a topographic map and have
 TP0084.an estimated accuracy of +/- 6 seconds.
 TP0084
 TP0084.The orthometric height was determined by differential leveling
 TP0084.and adjusted by the National Geodetic Survey in June 1991..
 TP0084
 TP0084.The geoid height was determined by GEOID03.
 TP0084
 TP0084.The dynamic height is computed by dividing the NAVD 88
 TP0084.geopotential number by the normal gravity value computed on the
 TP0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0084.degrees latitude (g = 980.6199 gals.).
 TP0084
 TP0084.The modeled gravity was interpolated from observed gravity values.
 TP0084
 TP0084;                    North         East    Units  Estimated Accuracy
 TP0084;SPC WA N     -   181,420.      673,560.      MT  (+/- 180 meters Scaled)
 TP0084
 TP0084                          SUPERSEDED SURVEY CONTROL
 TP0084
 TP0084  NGVD 29 (??/??/92) 1703.035  (m)         5587.37   (f) ADJ UNCH    1 2
 TP0084
 TP0084.Superseded values are not recommended for survey control.
 TP0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0084.See file dsdata.txt to determine how the superseded data were derived.
 TP0084
 TP0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP909849(NAD 83)
 TP0084_MARKER: P = PIPE CAP
 TP0084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TP0084_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TP0084_STAMPING: 5.593 S S S
 TP0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0084
 TP0084  HISTORY     - Date     Condition        Report By
 TP0084  HISTORY     - UNK      MONUMENTED       USGS
 TP0084  HISTORY     - 1946     GOOD             NGS
 TP0084
 TP0084                          STATION DESCRIPTION
 TP0084
 TP0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0084'17.4 MI E FROM REPUBLIC.
 TP0084'3.1 MILES EAST ALONG STATE HIGHWAY NO. 4 A, THENCE.  14.3 MILES
 TP0084'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0084'REPUBLIC, AT THE SUMMIT OF SHERMAN CREEK PASS, AT THE EAST END OF THE
 TP0084'NEW ROAD, ABOUT 480.0 FEET EAST OF THE JUNCTION WITH THE OLD
 TP0084'REPUBLIC-KETTLE FALLS ROAD, ABOUT 100.0 FEET NORTH OF THE CENTERLINE
 TP0084'OF THE NEW ROAD, 10.0 FEET EAST OF A PINE TREE WITH A TRIANGULAR
 TP0084'BLAZE, 3.0 FEET NORTH OF A WITNESS POST, A BRONZE CAP RIVETED ON A
 TP0084'3-INCH IRON PIPE, PROJECTING 1.3 FEET ABOVE THE GROUND, AND ABOUT 40.0
 TP0084'FEET ABOVE THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0004 ***********************************************************************
 TR0004  DESIGNATION -  56
 TR0004  PID         -  TR0004
 TR0004  STATE/COUNTY-  WA/SKAGIT
 TR0004  USGS QUAD   -  SEDRO-WOOLLEY NORTH (1994)
 TR0004
 TR0004                         *CURRENT SURVEY CONTROL
 TR0004  ___________________________________________________________________
 TR0004* NAD 83(1986)-  48 30 19.     (N)    122 14 19.     (W)     SCALED    
 TR0004* NAVD 88     -        18.289  (meters)      60.00   (feet)  ADJUSTED  
 TR0004  ___________________________________________________________________
 TR0004  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 TR0004  DYNAMIC HT  -          18.293 (meters)      60.02  (feet)  COMP
 TR0004  MODELED GRAV-     980,854.8   (mgal)                       NAVD 88
 TR0004
 TR0004  VERT ORDER  -  FIRST     CLASS II
 TR0004
 TR0004.The horizontal coordinates were scaled from a topographic map and have
 TR0004.an estimated accuracy of +/- 6 seconds.
 TR0004
 TR0004.The orthometric height was determined by differential leveling
 TR0004.and adjusted by the National Geodetic Survey in June 1991..
 TR0004
 TR0004.The geoid height was determined by GEOID03.
 TR0004
 TR0004.The dynamic height is computed by dividing the NAVD 88
 TR0004.geopotential number by the normal gravity value computed on the
 TR0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0004.degrees latitude (g = 980.6199 gals.).
 TR0004
 TR0004.The modeled gravity was interpolated from observed gravity values.
 TR0004
 TR0004;                    North         East    Units  Estimated Accuracy
 TR0004;SPC WA N     -   168,310.      396,170.      MT  (+/- 180 meters Scaled)
 TR0004
 TR0004                          SUPERSEDED SURVEY CONTROL
 TR0004
 TR0004  NGVD 29 (??/??/92)   17.124  (m)           56.18   (f) ADJ UNCH    1 2
 TR0004
 TR0004.Superseded values are not recommended for survey control.
 TR0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0004.See file dsdata.txt to determine how the superseded data were derived.
 TR0004
 TR0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU562727(NAD 83)
 TR0004_MARKER: DB = BENCH MARK DISK
 TR0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0004_SP_SET: WINDOW SILL
 TR0004_STAMPING: 56 1917
 TR0004_MARK LOGO: USGS  
 TR0004_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0004+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1998
 TR0004
 TR0004  HISTORY     - Date     Condition        Report By
 TR0004  HISTORY     - 1917     MONUMENTED       USGS
 TR0004  HISTORY     - 1952     GOOD             NGS
 TR0004  HISTORY     - 19980709 GOOD             NGS
 TR0004
 TR0004                          STATION DESCRIPTION
 TR0004
 TR0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0004'IN SEDRO WOOLLEY.
 TR0004'AT SEDRO WOOLLEY, AT THE GATEWAY HOTEL, AT THE NORTHEAST CORNER OF THE
 TR0004'INTERSECTION OF METCALF AND FERRY STREETS, IN THE TOP OF THE CONCRETE
 TR0004'WINDOW SILL BETWEEN THE WEST (MAIN) ENTRANCE TO THE HOTEL AND THE
 TR0004'SKAGIT VALLEY STATE BANK, ABOUT 100 YARDS SOUTH ALONG METCALF STREET
 TR0004'FROM THE GREAT NORTHERN RAILWAY STATION, 8.5 FEET NORTH OF THE
 TR0004'APPROXIMATE CENTER OF THE ENTRANCE TO THE BANK, 8.0 FEET SOUTH OF THE
 TR0004'APPROXIMATE CENTER OF THE ENTRANCE TO THE HOTEL, 2.5 FEET ABOVE THE
 TR0004'CONCRETE SIDEWALK.
 TR0004
 TR0004                          STATION RECOVERY (1998)
 TR0004
 TR0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 TR0004'IN SEDRO WOOLLEY, AT THE INTERSECTION OF FERRY AND METCALF STREETS,
 TR0004'21.5 M (70.5 FT) NORTH OF THE CENTERLINE OF FERRY STREET, 12.4 M (40.7
 TR0004'FT) NORTH OF THE CENTER OF METCALF STREET, 2.2 M (7.2 FT) SOUTH OF THE
 TR0004'NORTH ENTRANCE TO STILES REALTY, 0.7 M (2.3 FT) ABOVE THE LEVEL OF
 TR0004'METCALF STREET, AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF AN
 TR0004'ALCOVE.  NOTE--THE MARK IS ON PROPERTY OWNED BY STILES REALTY, 360
 TR0004'METCALF STREET, SEDRO WOOLLEY, WA, TELEPHONE NUMBER (360) 855-1482.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0099 ***********************************************************************
 SB0099  DESIGNATION -  56 TR
 SB0099  PID         -  SB0099
 SB0099  STATE/COUNTY-  WA/KITTITAS
 SB0099  USGS QUAD   -  BADGER GAP (1953)
 SB0099
 SB0099                         *CURRENT SURVEY CONTROL
 SB0099  ___________________________________________________________________
 SB0099* NAD 83(1986)-  46 50 41.     (N)    120 18 05.     (W)     SCALED    
 SB0099* NAVD 88     -       745.839  (meters)    2446.97   (feet)  ADJUSTED  
 SB0099  ___________________________________________________________________
 SB0099  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 SB0099  DYNAMIC HT  -         745.831 (meters)    2446.95  (feet)  COMP
 SB0099  MODELED GRAV-     980,576.9   (mgal)                       NAVD 88
 SB0099
 SB0099  VERT ORDER  -  SECOND    CLASS 0
 SB0099
 SB0099.The horizontal coordinates were scaled from a topographic map and have
 SB0099.an estimated accuracy of +/- 6 seconds.
 SB0099
 SB0099.The orthometric height was determined by differential leveling
 SB0099.and adjusted by the National Geodetic Survey in June 1991..
 SB0099
 SB0099.The geoid height was determined by GEOID03.
 SB0099
 SB0099.The dynamic height is computed by dividing the NAVD 88
 SB0099.geopotential number by the normal gravity value computed on the
 SB0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0099.degrees latitude (g = 980.6199 gals.).
 SB0099
 SB0099.The modeled gravity was interpolated from observed gravity values.
 SB0099
 SB0099;                    North         East    Units  Estimated Accuracy
 SB0099;SPC WA S     -   168,010.      515,150.      MT  (+/- 180 meters Scaled)
 SB0099
 SB0099                          SUPERSEDED SURVEY CONTROL
 SB0099
 SB0099  NGVD 29 (??/??/92)  744.731  (m)         2443.34   (f) ADJ UNCH    2 0
 SB0099
 SB0099.Superseded values are not recommended for survey control.
 SB0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0099.See file dsdata.txt to determine how the superseded data were derived.
 SB0099
 SB0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS057914(NAD 83)
 SB0099_MARKER: DD = SURVEY DISK
 SB0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0099_SP_SET: CONCRETE POST
 SB0099_STAMPING: 56 TR 1936 2444
 SB0099_MARK LOGO: USGS  
 SB0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0099+STABILITY: SURFACE MOTION
 SB0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0099+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1990
 SB0099
 SB0099  HISTORY     - Date     Condition        Report By
 SB0099  HISTORY     - 1936     MONUMENTED       USGS
 SB0099  HISTORY     - 1947     GOOD             NGS
 SB0099  HISTORY     - 1982     GOOD             WAA
 SB0099  HISTORY     - 19900718 GOOD             NGS
 SB0099
 SB0099                          STATION DESCRIPTION
 SB0099
 SB0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0099'10.8 MI S FROM EAST KITTITAS.
 SB0099'3.6 MILES SOUTH ALONG A COUNTY GRAVEL ROAD FROM THE CHICAGO,
 SB0099'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT EAST KITTITAS,
 SB0099'THENCE 5.4 MILES SOUTH ALONG BADGER ROAD, THENCE 1.8 MILES SOUTH ALONG
 SB0099'SQUAW CREEK ROAD, AT THE TOP OF A LONG GRADE, 78 FEET NORTHEAST OF THE
 SB0099'INTERSECTION OF CENTER LINES OF SQUAW CREEK ROAD AND A TRACK ROAD
 SB0099'LEADING SOUTHWEST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SB0099'0.5 FOOT ABOVE THE GROUND.  WITNESS POST SET 2.4 FEET EAST OF THE
 SB0099'MARK.
 SB0099
 SB0099                          STATION RECOVERY (1982)
 SB0099
 SB0099'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1982
 SB0099'RECOVERED IN GOOD CONDITION.
 SB0099
 SB0099                          STATION RECOVERY (1990)
 SB0099
 SB0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SB0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4321 ***********************************************************************
 RD4321  DESIGNATION -  5615
 RD4321  PID         -  RD4321
 RD4321  STATE/COUNTY-  WA/CLARK
 RD4321  USGS QUAD   -  VANCOUVER (1990)
 RD4321
 RD4321                         *CURRENT SURVEY CONTROL
 RD4321  ___________________________________________________________________
 RD4321* NAD 83(1986)-  45 39 05.     (N)    122 43 27.     (W)     SCALED    
 RD4321* NAVD 88     -         8.82   (meters)      28.9    (feet)  N HEIGHT  
 RD4321  ___________________________________________________________________
 RD4321  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 RD4321  DYNAMIC HT  -           8.82  (meters)      28.9   (feet)  COMP
 RD4321  MODELED GRAV-     980,628.4   (mgal)                       NAVD 88
 RD4321
 RD4321  VERT ORDER  -  THIRD
 RD4321
 RD4321.The horizontal coordinates were scaled from a topographic map and have
 RD4321.an estimated accuracy of +/- 6 seconds.
 RD4321
 RD4321.The orthometric height was determined by differential leveling
 RD4321.and adjusted by the National Geodetic Survey in October 1996..
 RD4321.The height was determined by precise leveling from only one NSRS
 RD4321.bench mark.  This was not adequate "tie leveling" to NSRS and was
 RD4321.allowed ONLY to validate the GPS-derived height.
 RD4321
 RD4321.The geoid height was determined by GEOID03.
 RD4321
 RD4321.The dynamic height is computed by dividing the NAVD 88
 RD4321.geopotential number by the normal gravity value computed on the
 RD4321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4321.degrees latitude (g = 980.6199 gals.).
 RD4321
 RD4321.The modeled gravity was interpolated from observed gravity values.
 RD4321
 RD4321;                    North         East    Units  Estimated Accuracy
 RD4321;SPC WA S     -    37,800.      326,650.      MT  (+/- 180 meters Scaled)
 RD4321
 RD4321                          SUPERSEDED SURVEY CONTROL
 RD4321
 RD4321.No superseded survey control is available for this station.
 RD4321
 RD4321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER214553(NAD 83)
 RD4321_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD4321_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD4321_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD4321_STAMPING: BM 5615 CCPW 1989
 RD4321_MARK LOGO: NONE  
 RD4321_MAGNETIC: P = MARKER IS A STEEL PIPE
 RD4321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4321+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 RD4321
 RD4321  HISTORY     - Date     Condition        Report By
 RD4321  HISTORY     - 1965     MONUMENTED       WADT
 RD4321  HISTORY     - 20040529 GOOD             USPSQD
 RD4321  HISTORY     - 20050630 GOOD             USPSQD
 RD4321  HISTORY     - 20060712 GOOD             USPSQD
 RD4321  HISTORY     - 20060809 GOOD             USPSQD
 RD4321
 RD4321                          STATION DESCRIPTION
 RD4321
 RD4321'DESCRIBED BY WA DEPT OF TRANSP 1965
 RD4321'WEST OF CITY OF VANCOUVER, NEAR CENTERLINE OF SR 501(LOWER RIVER ROAD)
 RD4321'APPROX. 2.4 KM (1.5 MI) MILES NW OF INTERSECTION OF LOWER RIVER ROAD
 RD4321'AND WEST 26TH STREET, APPROX. 325 FT (99.1 M) NW OF INTERSECTION WITH
 RD4321'VANEXCO FACTORY ENTRANCE ROAD, FOUND WSDOT MONUMENT WITH 2 INCH
 RD4321'DIAMETER IRON PIPE FILLED WITH CONCRETE, IN MONUMENT CASE WITH COVER.
 RD4321'WIRED A 1 3/8 INCH DIAMETER BRASS WASHER WITH DESIGNATION TO
 RD4321'PIPE.DATUM POINT IS TOP OF 3/16 INCH IRON PIN SET IN THE CONCRETE
 RD4321'PROJECTING 0.05 METERS.
 RD4321
 RD4321                          STATION RECOVERY (2004)
 RD4321
 RD4321'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4321'RECOVERED IN GOOD CONDITION.
 RD4321
 RD4321                          STATION RECOVERY (2005)
 RD4321
 RD4321'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4321'RECOVERED IN GOOD CONDITION.
 RD4321
 RD4321                          STATION RECOVERY (2006)
 RD4321
 RD4321'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 RD4321'RECOVERED IN GOOD CONDITION.
 RD4321
 RD4321                          STATION RECOVERY (2006)
 RD4321
 RD4321'RECOVERY NOTE BY US POWER SQUADRON 2006
 RD4321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4322 ***********************************************************************
 RD4322  DESIGNATION -  5689
 RD4322  PID         -  RD4322
 RD4322  STATE/COUNTY-  WA/CLARK
 RD4322  USGS QUAD   -  VANCOUVER (1990)
 RD4322
 RD4322                         *CURRENT SURVEY CONTROL
 RD4322  ___________________________________________________________________
 RD4322* NAD 83(1986)-  45 39 25.     (N)    122 43 41.     (W)     SCALED    
 RD4322* NAVD 88     -         9.03   (meters)      29.6    (feet)  N HEIGHT  
 RD4322  ___________________________________________________________________
 RD4322  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD4322  DYNAMIC HT  -           9.03  (meters)      29.6   (feet)  COMP
 RD4322  MODELED GRAV-     980,628.9   (mgal)                       NAVD 88
 RD4322
 RD4322  VERT ORDER  -  THIRD
 RD4322
 RD4322.The horizontal coordinates were scaled from a topographic map and have
 RD4322.an estimated accuracy of +/- 6 seconds.
 RD4322
 RD4322.The orthometric height was determined by differential leveling
 RD4322.and adjusted by the National Geodetic Survey in October 1996..
 RD4322.The height was determined by precise leveling from only one NSRS
 RD4322.bench mark.  This was not adequate "tie leveling" to NSRS and was
 RD4322.allowed ONLY to validate the GPS-derived height.
 RD4322
 RD4322.The geoid height was determined by GEOID03.
 RD4322
 RD4322.The dynamic height is computed by dividing the NAVD 88
 RD4322.geopotential number by the normal gravity value computed on the
 RD4322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4322.degrees latitude (g = 980.6199 gals.).
 RD4322
 RD4322.The modeled gravity was interpolated from observed gravity values.
 RD4322
 RD4322;                    North         East    Units  Estimated Accuracy
 RD4322;SPC WA S     -    38,420.      326,360.      MT  (+/- 180 meters Scaled)
 RD4322
 RD4322                          SUPERSEDED SURVEY CONTROL
 RD4322
 RD4322.No superseded survey control is available for this station.
 RD4322
 RD4322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER211559(NAD 83)
 RD4322_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD4322_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD4322_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RD4322_STAMPING: BM 5689 CCPW 1989
 RD4322_MARK LOGO: NONE  
 RD4322_MAGNETIC: P = MARKER IS A STEEL PIPE
 RD4322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4322+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 RD4322
 RD4322  HISTORY     - Date     Condition        Report By
 RD4322  HISTORY     - 1965     MONUMENTED       WADT
 RD4322  HISTORY     - 20020501 GOOD             USPSQD
 RD4322  HISTORY     - 20050118 GOOD             USPSQD
 RD4322  HISTORY     - 20050220 MARK NOT FOUND   USPSQD
 RD4322
 RD4322                          STATION DESCRIPTION
 RD4322
 RD4322'DESCRIBED BY WA DEPT OF TRANSP 1965
 RD4322'WEST OF CITY OF VANCOUVER, NEAR CENTERLINE OF SR 501(LOWER RIVER ROAD)
 RD4322', APPROX. 2.88 KM (1.79 MI) NW OF INTERSECTION OF LOWER RIVER ROAD AND
 RD4322'WEST 26TH STREET, APPROX. 700 FT (213.4 M) SE OF CENTERLINE OF
 RD4322'VANALCO ENTRANCE ROAD, FOUND WSDOT BOXED MONUMENT WITH 2 INCH
 RD4322'DIAMETER IRON PIPE FILLED WITH CONCRETE, WITH 3/16 INCH DIAMETER
 RD4322'STEEL PIN FOR HORIZONTAL POSITION.DATUM POINT IS THE HIGH SIDE OF 2
 RD4322'INCH IRON PIPE (SOUTHWEST SIDE) PROJECTING 0.05 METERS.
 RD4322
 RD4322                          STATION RECOVERY (2002)
 RD4322
 RD4322'RECOVERY NOTE BY US POWER SQUADRON 2002 (DMB)
 RD4322''BOX' LID IS CIRCULAR, 10 INCHES IN DIAMETER AND MARKED 'WSDH' AND
 RD4322''MON'
 RD4322
 RD4322                          STATION RECOVERY (2005)
 RD4322
 RD4322'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4322'RECOVERED IN GOOD CONDITION.
 RD4322
 RD4322                          STATION RECOVERY (2005)
 RD4322
 RD4322'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RD4322'THE LAT/LONG LISTED PUTS THIS MARKER IN THE MIDDLE OF A CORN FIELD,
 RD4322'APPROX 900 FT NW OF THE CENTERLINE VANALCO ENTRANCE ROAD. THIS WOULD
 RD4322'PUT THIS MARKER 1/4 MILE FROM THE DESCRIBED LOCATION OF 700 FT SE OF
 RD4322'THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1648 ***********************************************************************
 SW1648  DESIGNATION -  57 FMK
 SW1648  PID         -  SW1648
 SW1648  STATE/COUNTY-  WA/DOUGLAS
 SW1648  USGS QUAD   -  JAMESON LAKE EAST (1965)
 SW1648
 SW1648                         *CURRENT SURVEY CONTROL
 SW1648  ___________________________________________________________________
 SW1648* NAD 83(1998)-  47 41 05.39479(N)    119 34 03.56019(W)     ADJUSTED  
 SW1648* NAVD 88     -       684.5    (meters)    2246.     (feet)  GPS OBS   
 SW1648  ___________________________________________________________________
 SW1648  X           -  -2,122,896.349 (meters)                     COMP
 SW1648  Y           -  -3,741,890.220 (meters)                     COMP
 SW1648  Z           -   4,693,848.425 (meters)                     COMP
 SW1648  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 SW1648  ELLIP HEIGHT-         664.99  (meters)          (07/05/01) GPS OBS
 SW1648  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SW1648
 SW1648  HORZ ORDER  -  FIRST
 SW1648  ELLP ORDER  -  FOURTH    CLASS II
 SW1648
 SW1648.The horizontal coordinates were established by GPS observations
 SW1648.and adjusted by the National Geodetic Survey in July 2001..
 SW1648.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1648.DATUM ITEM on the data sheet items page.
 SW1648
 SW1648.The orthometric height was determined by GPS observations and a
 SW1648.high-resolution geoid model.
 SW1648
 SW1648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1648
 SW1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1648
 SW1648.The ellipsoidal height was determined by GPS observations
 SW1648.and is referenced to NAD 83.
 SW1648
 SW1648.The geoid height was determined by GEOID03.
 SW1648
 SW1648;                    North         East     Units Scale Factor Converg.
 SW1648;SPC WA N     -    76,922.260   595,018.417   MT  0.99997065   +0 56 32.4
 SW1648;SPC WA N     -   252,369.11  1,952,156.26   sFT  0.99997065   +0 56 32.4
 SW1648;UTM  11      - 5,284,465.311   307,306.728   MT  1.00005630   -1 53 57.3
 SW1648
 SW1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1648!SPC WA N     -   0.99989578  x   0.99997065  =   0.99986644
 SW1648!UTM  11      -   0.99989578  x   1.00005630  =   0.99995208
 SW1648
 SW1648                          SUPERSEDED SURVEY CONTROL
 SW1648
 SW1648  NAD 83(1991)-  47 41 05.39354(N)    119 34 03.56019(W) AD(       ) 1
 SW1648  ELLIP H (01/21/94)  665.12   (m)                       GP(       ) 4 1
 SW1648
 SW1648.Superseded values are not recommended for survey control.
 SW1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1648.See file dsdata.txt to determine how the superseded data were derived.
 SW1648
 SW1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN0730784465(NAD 83)
 SW1648_MARKER: DB = BENCH MARK DISK
 SW1648_SETTING: 66 = SET IN ROCK OUTCROP
 SW1648_SP_SET: ROCK OUTCROP
 SW1648_STAMPING: 57 FMK 1962 2242
 SW1648_MARK LOGO: USGS  
 SW1648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1648+STABILITY: POSITION/ELEVATION WELL
 SW1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1648+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1993
 SW1648
 SW1648  HISTORY     - Date     Condition        Report By
 SW1648  HISTORY     - 1962     MONUMENTED       USGS
 SW1648  HISTORY     - 19930517 GOOD             DCPW
 SW1648
 SW1648                          STATION DESCRIPTION
 SW1648
 SW1648'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1648'THE STATION IS APPROXIMATELY 14 MI (22.5 KM) NW OF COULEE CITY, WA,
 SW1648'23.5 MI (37.8 KM) ENE OF WATERVILLE, WA, AND 22.5 MI (36.2 KM) SSE OF
 SW1648'BRIDGEPORT, WA, IN THE NW 1/4 OF SECTION 9, T25N, R26E, WM, DOUGLAS
 SW1648'COUNTY, WA.
 SW1648'TO REACH STATION FROM THE EAST END OF THE DRY FALLS DAM AT COULEE
 SW1648'CITY, WA, DRIVE WEST ALONG HIGHWAY 2 6.29 MI (10.12 KM) TO THE
 SW1648'INTERSECTION OF O-NE, A PAVED ROAD TO THE NORTH. CONTINUE NORTH ALONG
 SW1648'O-NE 4.5 MI (7.2 KM) TO THE INTERSECTION OF 5-NE, AN IMPROVED GRAVEL
 SW1648'ROAD TO THE WEST. CONTINUE WEST ALONG 5-NE 3.5 MI (5.6 KM) TO THE TOP
 SW1648'OF A SMALL KNOLL, AND THE STATION 79 FT (24.1 M) SOUTH OF THE
 SW1648'CENTERLINE OF THE ROAD, 1.54 MI (2.48 KM) WEST OF THE INTERSECTION OF
 SW1648'J-NE, 50 FT (15.2 M) WEST OF A N-S FENCE LINE THAT INTERSECTS THE
 SW1648'ROAD, AND 2.9 FT (0.9 M) N64E OF AN ORANGE CARSONITE WITNESS POST.
 SW1648'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -57 FMK 1962 2242-
 SW1648'SET IN THE TOP OF A BASALT OUTCROP PROJECTING 1.5 FT (0.5 M) ABOVE
 SW1648'THE SURROUNDING DIRT SURFACE.
 SW1648'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1648'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1649 ***********************************************************************
 SW1649  DESIGNATION -  57 FMK
 SW1649  PID         -  SW1649
 SW1649  STATE/COUNTY-  WA/DOUGLAS
 SW1649  USGS QUAD   -  ELECTRIC CITY (1968)
 SW1649
 SW1649                         *CURRENT SURVEY CONTROL
 SW1649  ___________________________________________________________________
 SW1649* NAD 83(1998)-  47 58 24.13306(N)    119 06 46.27221(W)     ADJUSTED  
 SW1649* NAVD 88     -       723.3    (meters)    2373.     (feet)  GPS OBS   
 SW1649  ___________________________________________________________________
 SW1649  X           -  -2,081,570.471 (meters)                     COMP
 SW1649  Y           -  -3,737,870.497 (meters)                     COMP
 SW1649  Z           -   4,715,417.298 (meters)                     COMP
 SW1649  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 SW1649  ELLIP HEIGHT-         703.72  (meters)          (07/05/01) GPS OBS
 SW1649  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 SW1649
 SW1649  HORZ ORDER  -  FIRST
 SW1649  ELLP ORDER  -  FOURTH    CLASS II
 SW1649
 SW1649.The horizontal coordinates were established by GPS observations
 SW1649.and adjusted by the National Geodetic Survey in July 2001..
 SW1649.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1649.DATUM ITEM on the data sheet items page.
 SW1649
 SW1649.The orthometric height was determined by GPS observations and a
 SW1649.high-resolution geoid model.
 SW1649
 SW1649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1649
 SW1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1649
 SW1649.The ellipsoidal height was determined by GPS observations
 SW1649.and is referenced to NAD 83.
 SW1649
 SW1649.The geoid height was determined by GEOID03.
 SW1649
 SW1649;                    North         East     Units Scale Factor Converg.
 SW1649;SPC WA N     -   109,656.972   628,439.774   MT  0.99994542   +1 16 51.4
 SW1649;SPC WA N     -   359,766.25  2,061,806.16   sFT  0.99994542   +1 16 51.4
 SW1649;UTM  11      - 5,315,500.668   342,313.206   MT  0.99990554   -1 34 11.4
 SW1649
 SW1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1649!SPC WA N     -   0.99988972  x   0.99994542  =   0.99983514
 SW1649!UTM  11      -   0.99988972  x   0.99990554  =   0.99979527
 SW1649
 SW1649                          SUPERSEDED SURVEY CONTROL
 SW1649
 SW1649  NAD 83(1991)-  47 58 24.13175(N)    119 06 46.27230(W) AD(       ) 1
 SW1649  ELLIP H (01/21/94)  703.86   (m)                       GP(       ) 4 1
 SW1649
 SW1649.Superseded values are not recommended for survey control.
 SW1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1649.See file dsdata.txt to determine how the superseded data were derived.
 SW1649
 SW1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP4231315501(NAD 83)
 SW1649_MARKER: DB = BENCH MARK DISK
 SW1649_SETTING: 66 = SET IN ROCK OUTCROP
 SW1649_SP_SET: ROCK OUTCROP
 SW1649_STAMPING: 57 FMK 1967
 SW1649_MARK LOGO: WA-017
 SW1649_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1649+STABILITY: POSITION/ELEVATION WELL
 SW1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1649+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 SW1649
 SW1649  HISTORY     - Date     Condition        Report By
 SW1649  HISTORY     - 1967     MONUMENTED       USGS
 SW1649  HISTORY     - 19930515 GOOD             DCPW
 SW1649
 SW1649                          STATION DESCRIPTION
 SW1649
 SW1649'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1649'THE STATION IS APPROXIMATELY 26 MI (41.8 KM) NNE OF COULEE CITY, WA, 6
 SW1649'MI (9.7 KM) WEST OF COULEE DAM, WA, AND 26.5 MI (42.6 KM) NE OF
 SW1649'MANSFIELD, WA, IN THE NE 1/4 OF SECTION 36, T29N, R29E, WM, DOUGLAS
 SW1649'COUNTY, WA.
 SW1649'TO REACH STATION FROM THE POST OFFICE IN GRAND COULEE, WA, DRIVE WEST
 SW1649'ALONG HIGHWAY 155 0.2 MI (0.3 KM) TO THE JUNCTION OF HIGHWAY 174.
 SW1649'CONTINUE WESTERLY ALONG HIGHWAY 174 7.65 MI (12.31 KM) TO A 15 FT
 SW1649'(4.6 M) HIGH CUT BANK, AND THE STATION AT THE WEST END OF THE CUT
 SW1649'BANK, 55 FT (16.8 M) SOUTH OF AND 2 FT (0.6 M) LOWER THAN THE
 SW1649'CENTERLINE OF THE HIGHWAY, 250 FT (76.2 M) WEST OF MILE POST 250, 8.7
 SW1649'FT (2.7 M) NORTH OF AN E-W FENCE LINE, AND 2.7 FT (0.8 M) N06E OF A
 SW1649'STEEL POST WITH A WHITE WITNESS SIGN.
 SW1649'THE STATION IS A 3.5 INCH USGS ALUMINUM CAP STAMPED 57 FMK 1967 SET
 SW1649'IN THE TOP OF A 5 FT (1.5 M) BY 4 FT (1.2 M) BASALT OUTCROP
 SW1649'PROJECTING 1 FT (0.3 M) ABOVE THE SURROUNDING DIRT SURFACE.
 SW1649'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1649'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0382 ***********************************************************************
 TR0382  DESIGNATION -  57 RS
 TR0382  PID         -  TR0382
 TR0382  STATE/COUNTY-  WA/ISLAND
 TR0382  USGS QUAD   -  FREELAND (1978)
 TR0382
 TR0382                         *CURRENT SURVEY CONTROL
 TR0382  ___________________________________________________________________
 TR0382* NAD 83(1986)-  48 00 32.     (N)    122 31 37.     (W)     SCALED    
 TR0382* NAVD 88     -        34.766  (meters)     114.06   (feet)  ADJUSTED  
 TR0382  ___________________________________________________________________
 TR0382  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 TR0382  DYNAMIC HT  -          34.773 (meters)     114.08  (feet)  COMP
 TR0382  MODELED GRAV-     980,820.7   (mgal)                       NAVD 88
 TR0382
 TR0382  VERT ORDER  -  FIRST     CLASS II
 TR0382
 TR0382.The horizontal coordinates were scaled from a topographic map and have
 TR0382.an estimated accuracy of +/- 6 seconds.
 TR0382
 TR0382.The orthometric height was determined by differential leveling
 TR0382.and adjusted by the National Geodetic Survey in June 1991..
 TR0382
 TR0382.The geoid height was determined by GEOID03.
 TR0382
 TR0382.The dynamic height is computed by dividing the NAVD 88
 TR0382.geopotential number by the normal gravity value computed on the
 TR0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0382.degrees latitude (g = 980.6199 gals.).
 TR0382
 TR0382.The modeled gravity was interpolated from observed gravity values.
 TR0382
 TR0382;                    North         East    Units  Estimated Accuracy
 TR0382;SPC WA N     -   113,560.      373,650.      MT  (+/- 180 meters Scaled)
 TR0382
 TR0382                          SUPERSEDED SURVEY CONTROL
 TR0382
 TR0382  NGVD 29 (??/??/92)   33.640  (m)          110.37   (f) ADJ UNCH    1 2
 TR0382
 TR0382.Superseded values are not recommended for survey control.
 TR0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0382.See file dsdata.txt to determine how the superseded data were derived.
 TR0382
 TR0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU352173(NAD 83)
 TR0382_MARKER: DD = SURVEY DISK
 TR0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0382_STAMPING: 57 RS 110 1940
 TR0382_MARK LOGO: USGS  
 TR0382_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0382+STABILITY: SURFACE MOTION
 TR0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0382+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1994
 TR0382
 TR0382  HISTORY     - Date     Condition        Report By
 TR0382  HISTORY     - 1940     MONUMENTED       USGS
 TR0382  HISTORY     - 1952     GOOD             NGS
 TR0382  HISTORY     - 19940701 GOOD             WADT
 TR0382
 TR0382                          STATION DESCRIPTION
 TR0382
 TR0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0382'7.1 MI SE FROM GREENBANK.
 TR0382'7.1 MILES SOUTHEAST ALONG STATE HIGHWAY 1D FROM THE POST OFFICE AT
 TR0382'GREENBANK, AT HABOR CENTER, ABOUT 80 YARDS EAST OF THE Y JUNCTION OF A
 TR0382'COUNTY ROAD LEADING NORTH TO SARATOGA AND EAST HARBOR, 92.3 FEET NORTH
 TR0382'OF THE NORTHWEST CORNER OF A SMALL SHINGLE HOUSE, 51 1/2 FEET EAST OF
 TR0382'THE CENTER LINE OF A GRAVEL ROAD LEADING SOUTH TO THE HARBOR CUSTOM
 TR0382'CANNERY, 17.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 TR0382'EAST OF POWER LINE POLE NO. W 191, ABOUT LEVEL WITH THE HIGHWAY, WAY,
 TR0382'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. NOTE--
 TR0382'THIS MARK IS IN THE BLACK-TOPPED PAVED SIDEWALK 6 FEET EAST OF POWER
 TR0382'POLE NO. W 191.
 TR0382
 TR0382                          STATION RECOVERY (1994)
 TR0382
 TR0382'RECOVERY NOTE BY WA DEPT OF TRANSP 1994 (KW)
 TR0382'THE STATION IS LOCATED APPROXIMATELY 8.0 MILES SOUTHWEST OF GREENBANK
 TR0382'9.0 MILES NORTH OF CLINTON AT FREELAND, FROM THE POST OFFICE IN
 TR0382'FREELAND, GO NORTHEAST 0.10 MILE ALONG MAIN ST. TO MARK ON RIGHT. IT
 TR0382'IS 5.2 M (17.1 FT) SOUTHEAST OF CENTERLINE OF MAIN ST., 23.4 M (76.8
 TR0382'FT) SOUTHWEST OF A FLAG POLE, 3.5 M (11.5 FT) WEST OF A CATCH BASIN,
 TR0382'21.3 M (69.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF PACIFIC PRIDE
 TR0382'BUILDING (1650 MAIN ST.), 26.3 M (86.3 FT) NORTHEAST OF THE NORTHEAST
 TR0382'CORNER OF THE FREELAND CAFE BUILDING (1642 MAIN ST.), 1.6 M (5.2 FT)
 TR0382'NORTHEAST OF A POWER POLE NO. 437282/158573, WITH A WITNESS POST, 15.0
 TR0382'M (49.2 FT) NORTHEAST OF A CATCH BASIN AND SET INTO THE TOP OF A
 TR0382'CONCRETE POST, AAND LEVEL WITH ASPHALT SHOULDER SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0097 ***********************************************************************
 SB0097  DESIGNATION -  57 TR USGS
 SB0097  PID         -  SB0097
 SB0097  STATE/COUNTY-  WA/KITTITAS
 SB0097  USGS QUAD   -  BADGER GAP (1953)
 SB0097
 SB0097                         *CURRENT SURVEY CONTROL
 SB0097  ___________________________________________________________________
 SB0097* NAD 83(1998)-  46 52 04.01430(N)    120 18 33.64602(W)     ADJUSTED  
 SB0097* NAVD 88     -       604.470  (meters)    1983.17   (feet)  ADJUSTED  
 SB0097  ___________________________________________________________________
 SB0097  X           -  -2,204,808.322 (meters)                     COMP
 SB0097  Y           -  -3,771,664.743 (meters)                     COMP
 SB0097  Z           -   4,632,154.141 (meters)                     COMP
 SB0097  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 SB0097  ELLIP HEIGHT-         584.01  (meters)          (07/05/01) GPS OBS
 SB0097  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 SB0097  DYNAMIC HT  -         604.464 (meters)    1983.15  (feet)  COMP
 SB0097  MODELED GRAV-     980,584.4   (mgal)                       NAVD 88
 SB0097
 SB0097  HORZ ORDER  -  FIRST
 SB0097  VERT ORDER  -  SECOND    CLASS 0
 SB0097  ELLP ORDER  -  FOURTH    CLASS II
 SB0097
 SB0097.The horizontal coordinates were established by GPS observations
 SB0097.and adjusted by the National Geodetic Survey in July 2001..
 SB0097.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB0097.DATUM ITEM on the data sheet items page.
 SB0097
 SB0097.The orthometric height was determined by differential leveling
 SB0097.and adjusted by the National Geodetic Survey in June 1991..
 SB0097.WARNING-GPS observations at this control monument resulted in a GPS
 SB0097.derived orthometric height which differed from the leveled height by
 SB0097.more than one decimeter (0.1 meter).
 SB0097
 SB0097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB0097
 SB0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0097
 SB0097.The ellipsoidal height was determined by GPS observations
 SB0097.and is referenced to NAD 83.
 SB0097
 SB0097.The geoid height was determined by GEOID03.
 SB0097
 SB0097.The dynamic height is computed by dividing the NAVD 88
 SB0097.geopotential number by the normal gravity value computed on the
 SB0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0097.degrees latitude (g = 980.6199 gals.).
 SB0097
 SB0097.The modeled gravity was interpolated from observed gravity values.
 SB0097
 SB0097;                    North         East     Units Scale Factor Converg.
 SB0097;SPC WA S     -   170,573.072   514,535.025   MT  0.99992675   +0 08 18.6
 SB0097;SPC WA S     -   559,621.82  1,688,103.66   sFT  0.99992675   +0 08 18.6
 SB0097;UTM  10      - 5,193,986.363   705,057.764   MT  1.00011684   +1 57 51.3
 SB0097
 SB0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0097!SPC WA S     -   0.99990846  x   0.99992675  =   0.99983522
 SB0097!UTM  10      -   0.99990846  x   1.00011684  =   1.00002529
 SB0097
 SB0097                          SUPERSEDED SURVEY CONTROL
 SB0097
 SB0097  NAD 83(1991)-  46 52 04.01334(N)    120 18 33.64516(W) AD(       ) 1
 SB0097  ELLIP H (06/21/95)  584.13   (m)                       GP(       ) 4 2
 SB0097  NAVD 88 (12/18/95)  604.47   (m)         1983.2    (f) LEVELING    3  
 SB0097  NGVD 29 (??/??/92)  603.355  (m)         1979.51   (f) ADJ UNCH    2 0
 SB0097
 SB0097.Superseded values are not recommended for survey control.
 SB0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0097.See file dsdata.txt to determine how the superseded data were derived.
 SB0097
 SB0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS0505893986(NAD 83)
 SB0097_MARKER: DD = SURVEY DISK
 SB0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0097_STAMPING: 1980 57 TR 1936
 SB0097_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SB0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0097+STABILITY: SURFACE MOTION
 SB0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0097+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1993
 SB0097
 SB0097  HISTORY     - Date     Condition        Report By
 SB0097  HISTORY     - 1936     MONUMENTED       USGS
 SB0097  HISTORY     - 1947     GOOD             NGS
 SB0097  HISTORY     - 1989     GOOD             USPSQD
 SB0097  HISTORY     - 19931212 GOOD             MSI
 SB0097
 SB0097                          STATION DESCRIPTION
 SB0097
 SB0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0097'9.0 MI S FROM EAST KITTITAS.
 SB0097'3.6 MILES SOUTH ALONG A COUNTY GRAVEL ROAD FROM THE CHICAGO,
 SB0097'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT EAST KITTITAS,
 SB0097'THENCE 5.4 MILES SOUTH ALONG BADGER ROAD, AT THE INTERSECTION OF
 SB0097'BADGER ROAD AND SQUAW CREEK ROAD, 99 FEET WEST OF THE CENTER OF THE
 SB0097'WEST END OF A SMALL WOODEN BRIDGE, 30 FEET NORTH OF THE CENTER LINE OF
 SB0097'BADGER ROAD, 1.0 FOOT NORTH OF A WIRE FENCE, AND SET IN THE TOP OF A
 SB0097'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  WITNESS POST SET
 SB0097'3.0 FEET EAST OF THE MARK.
 SB0097
 SB0097                          STATION RECOVERY (1989)
 SB0097
 SB0097'RECOVERY NOTE BY US POWER SQUADRON 1989 (LBD)
 SB0097'RECOVERED IN GOOD CONDITION.
 SB0097
 SB0097                          STATION RECOVERY (1993)
 SB0097
 SB0097'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SB0097'RECOVERED AS DESCRIBED. ADDITIONAL TIES INCLUDE - 30.0 FT (9.1 M)
 SB0097'NORTH OF CENTERLINE OF BADGER POCKET ROAD, 95.0 FT (29.0 M) WEST OF
 SB0097'NORTHWEST CORNER OF BRIDGE ABUTTMENT, 0.5 FT (15.2 CM) NORTH OF FENCE
 SB0097'LINE, AND 2.0 FT (0.6 M) NORTH OF CARSONITE WITNESS POST. TO REACH THE
 SB0097'STATION FROM THE INTERSECTION OF KITTITAS HIGHWAY AND NO. 81 ROAD IN
 SB0097'THE TOWN OF KITTITAS, PROCEED WEST ON KITTITAS HIGHWAY FOR 1.0 MI (1.6
 SB0097'KM) TO THE INTERSECTION WITH FAIRVIEW ROAD. TURN LEFT AND PROCEED
 SB0097'SOUTH ON FAIRVIEW THEN DENMARK ROAD FOR 4.0 MI (6.4 KM) TO THE
 SB0097'INTERSECTION WITH THRALL ROAD. TURN LEFT AND PROCEED EAST ON THRALL
 SB0097'ROAD FOR 2.5 MI (4.0 KM) TO THE INTERSECTION WITH UPPER BADGER POCKET
 SB0097'ROAD ON THE RIGHT. TURN RIGHT AND PROCEED SOUTH EAST ON UPPER BADGER
 SB0097'POCKET ROAD FOR 5.0 MI (8.0 KM) TO THE INTERSECTION WITH SILICA ROAD
 SB0097'ON THE RIGHT AND THE STATION IS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0291 ***********************************************************************
 SA0291  DESIGNATION -  570
 SA0291  PID         -  SA0291
 SA0291  STATE/COUNTY-  WA/WALLA WALLA
 SA0291  USGS QUAD   -  LOWDEN (1991)
 SA0291
 SA0291                         *CURRENT SURVEY CONTROL
 SA0291  ___________________________________________________________________
 SA0291* NAD 83(1986)-  46 02 50.     (N)    118 30 17.     (W)     SCALED    
 SA0291* NAVD 88     -       174.497  (meters)     572.50   (feet)  ADJUSTED  
 SA0291  ___________________________________________________________________
 SA0291  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 SA0291  DYNAMIC HT  -         174.495 (meters)     572.49  (feet)  COMP
 SA0291  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 SA0291
 SA0291  VERT ORDER  -  FIRST     CLASS I
 SA0291
 SA0291.The horizontal coordinates were scaled from a topographic map and have
 SA0291.an estimated accuracy of +/- 6 seconds.
 SA0291
 SA0291.The orthometric height was determined by differential leveling
 SA0291.and adjusted by the National Geodetic Survey in June 1991..
 SA0291
 SA0291.The geoid height was determined by GEOID03.
 SA0291
 SA0291.The dynamic height is computed by dividing the NAVD 88
 SA0291.geopotential number by the normal gravity value computed on the
 SA0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0291.degrees latitude (g = 980.6199 gals.).
 SA0291
 SA0291.The modeled gravity was interpolated from observed gravity values.
 SA0291
 SA0291;                    North         East    Units  Estimated Accuracy
 SA0291;SPC WA S     -    81,300.      654,410.      MT  (+/- 180 meters Scaled)
 SA0291
 SA0291                          SUPERSEDED SURVEY CONTROL
 SA0291
 SA0291  NGVD 29 (??/??/92)  173.501  (m)          569.23   (f) ADJ UNCH    1 1
 SA0291
 SA0291.Superseded values are not recommended for survey control.
 SA0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0291.See file dsdata.txt to determine how the superseded data were derived.
 SA0291
 SA0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM835003(NAD 83)
 SA0291_MARKER: P = PIPE CAP
 SA0291_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0291_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0291_STAMPING: 570 WASH 1915
 SA0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0291
 SA0291  HISTORY     - Date     Condition        Report By
 SA0291  HISTORY     - 1915     MONUMENTED       USGS
 SA0291  HISTORY     - 1968     GOOD             NGS
 SA0291  HISTORY     - 1976     GOOD             NGS
 SA0291  HISTORY     - 20031026 GOOD             GEOCAC
 SA0291
 SA0291                          STATION DESCRIPTION
 SA0291
 SA0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0291'3.85 MI E FROM LOWDEN.
 SA0291'3.85 MILES EAST ALONG U.S. HIGHWAY 12 FROM THE POST OFFICE AT LOWDEN,
 SA0291'IN R34E T7N, SECTION 36, 0.3 MILE EAST OF MILEPOST 328, 9 POLES EAST
 SA0291'OF RAILROAD MILEPOLE 23, AT THE JUNCTION OF A ROAD, 52 FEET SOUTH OF
 SA0291'THE CENTER LINE OF THE HIGHWAY, 35 FEET WEST OF THE CENTER LINE OF THE
 SA0291'ROAD, 47.1 FEET NORTH OF THE NORTH RAIL OF THE UNION PACIFIC RAILROAD,
 SA0291'14 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 2 1/2 FEET SOUTHEAST OF A
 SA0291'FENCE CORNER, 0.8 FOOT NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 SA0291'THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON POST
 SA0291'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SA0291
 SA0291                          STATION RECOVERY (1976)
 SA0291
 SA0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SA0291'RECOVERED IN GOOD CONDITION.
 SA0291
 SA0291                          STATION RECOVERY (2003)
 SA0291
 SA0291'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0742 ***********************************************************************
 TP0742  DESIGNATION -  5792.6
 TP0742  PID         -  TP0742
 TP0742  STATE/COUNTY-  WA/OKANOGAN
 TP0742  USGS QUAD   -  COXIT MOUNTAIN (1989)
 TP0742
 TP0742                         *CURRENT SURVEY CONTROL
 TP0742  ___________________________________________________________________
 TP0742* NAD 83(1986)-  48 40 56.     (N)    119 51 49.     (W)     SCALED    
 TP0742* NAVD 88     -      1767.241  (meters)    5798.02   (feet)  ADJUSTED  
 TP0742  ___________________________________________________________________
 TP0742  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TP0742  DYNAMIC HT  -        1767.116 (meters)    5797.61  (feet)  COMP
 TP0742  MODELED GRAV-     980,475.5   (mgal)                       NAVD 88
 TP0742
 TP0742  VERT ORDER  -  SECOND    CLASS 0
 TP0742
 TP0742.The horizontal coordinates were scaled from a topographic map and have
 TP0742.an estimated accuracy of +/- 6 seconds.
 TP0742
 TP0742.The orthometric height was determined by differential leveling
 TP0742.and adjusted by the National Geodetic Survey in June 1991..
 TP0742
 TP0742.The geoid height was determined by GEOID03.
 TP0742
 TP0742.The dynamic height is computed by dividing the NAVD 88
 TP0742.geopotential number by the normal gravity value computed on the
 TP0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0742.degrees latitude (g = 980.6199 gals.).
 TP0742
 TP0742.The modeled gravity was interpolated from observed gravity values.
 TP0742
 TP0742;                    North         East    Units  Estimated Accuracy
 TP0742;SPC WA N     -   187,490.      571,400.      MT  (+/- 180 meters Scaled)
 TP0742
 TP0742                          SUPERSEDED SURVEY CONTROL
 TP0742
 TP0742  NGVD 29 (??/??/92) 1765.767  (m)         5793.19   (f) ADJ UNCH    2 0
 TP0742
 TP0742.Superseded values are not recommended for survey control.
 TP0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0742.See file dsdata.txt to determine how the superseded data were derived.
 TP0742
 TP0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP892960(NAD 83)
 TP0742_MARKER: N = NAIL
 TP0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0742_SP_SET: ROOT
 TP0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0742
 TP0742  HISTORY     - Date     Condition        Report By
 TP0742  HISTORY     - UNK      MONUMENTED       USGS
 TP0742  HISTORY     - 1959     GOOD             NGS
 TP0742
 TP0742                          STATION DESCRIPTION
 TP0742
 TP0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0742'12.35 MI NW FROM CONCONULLY.
 TP0742'12.35 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0742'CONCONULLY, AT THE TOP OF A LONG GRADE, SET IN THE SOUTH ROOT OF A
 TP0742'14-INCH FIR TREE BEARING A METAL TAG STAMPED 5792.6, 10 FEET EAST OF
 TP0742'THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0266 ***********************************************************************
 TR0266  DESIGNATION -  58 RS
 TR0266  PID         -  TR0266
 TR0266  STATE/COUNTY-  WA/ISLAND
 TR0266  USGS QUAD   -  LANGLEY (1968)
 TR0266
 TR0266                         *CURRENT SURVEY CONTROL
 TR0266  ___________________________________________________________________
 TR0266* NAD 83(1986)-  48 00 27.     (N)    122 29 21.     (W)     SCALED    
 TR0266* NAVD 88     -        22.726  (meters)      74.56   (feet)  ADJUSTED  
 TR0266  ___________________________________________________________________
 TR0266  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 TR0266  DYNAMIC HT  -          22.730 (meters)      74.57  (feet)  COMP
 TR0266  MODELED GRAV-     980,820.9   (mgal)                       NAVD 88
 TR0266
 TR0266  VERT ORDER  -  FIRST     CLASS II
 TR0266
 TR0266.The horizontal coordinates were scaled from a topographic map and have
 TR0266.an estimated accuracy of +/- 6 seconds.
 TR0266
 TR0266.The orthometric height was determined by differential leveling
 TR0266.and adjusted by the National Geodetic Survey in June 1991..
 TR0266
 TR0266.The geoid height was determined by GEOID03.
 TR0266
 TR0266.The dynamic height is computed by dividing the NAVD 88
 TR0266.geopotential number by the normal gravity value computed on the
 TR0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0266.degrees latitude (g = 980.6199 gals.).
 TR0266
 TR0266.The modeled gravity was interpolated from observed gravity values.
 TR0266
 TR0266;                    North         East    Units  Estimated Accuracy
 TR0266;SPC WA N     -   113,350.      376,470.      MT  (+/- 180 meters Scaled)
 TR0266
 TR0266                          SUPERSEDED SURVEY CONTROL
 TR0266
 TR0266  NGVD 29 (??/??/92)   21.602  (m)           70.87   (f) ADJ UNCH    1 2
 TR0266
 TR0266.Superseded values are not recommended for survey control.
 TR0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0266.See file dsdata.txt to determine how the superseded data were derived.
 TR0266
 TR0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU381172(NAD 83)
 TR0266_MARKER: DD = SURVEY DISK
 TR0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0266_STAMPING: 58 R S 71 1940
 TR0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0266+STABILITY: SURFACE MOTION
 TR0266
 TR0266  HISTORY     - Date     Condition        Report By
 TR0266  HISTORY     - 1940     MONUMENTED       USGS
 TR0266  HISTORY     - 1952     GOOD             NGS
 TR0266
 TR0266                          STATION DESCRIPTION
 TR0266
 TR0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0266'7.7 MI NW FROM CLINTON.
 TR0266'7.7 MILES NORTHWEST ALONG STATE HIGHWAY 1D FROM THE POST OFFICE AT
 TR0266'CLINTON, AT THE T JUNCTION OF A TRACK ROAD LEADING NORTHEAST, 48 1/2
 TR0266'FEET NORTHWEST OF A TELEPHONE POLE WITH A METAL TAG STAMPED 70.7, 43
 TR0266'1/2 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 TR0266'NO.1946, 18.8 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20
 TR0266'FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING NORTHEAST,
 TR0266'1.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 TR0266'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB0731 ***********************************************************************
 RB0731  DESIGNATION -  589
 RB0731  PID         -  RB0731
 RB0731  STATE/COUNTY-  WA/BENTON
 RB0731  USGS QUAD   -  UMATILLA (1993)
 RB0731
 RB0731                         *CURRENT SURVEY CONTROL
 RB0731  ___________________________________________________________________
 RB0731* NAD 83(1986)-  45 57 58.     (N)    119 20 38.     (W)     SCALED    
 RB0731* NAVD 88     -       180.877  (meters)     593.43   (feet)  ADJUSTED  
 RB0731  ___________________________________________________________________
 RB0731  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 RB0731  DYNAMIC HT  -         180.876 (meters)     593.42  (feet)  COMP
 RB0731  MODELED GRAV-     980,609.8   (mgal)                       NAVD 88
 RB0731
 RB0731  VERT ORDER  -  SECOND    CLASS 0
 RB0731
 RB0731.The horizontal coordinates were scaled from a topographic map and have
 RB0731.an estimated accuracy of +/- 6 seconds.
 RB0731
 RB0731.The orthometric height was determined by differential leveling
 RB0731.and adjusted by the National Geodetic Survey in June 1991..
 RB0731
 RB0731.The geoid height was determined by GEOID03.
 RB0731
 RB0731.The dynamic height is computed by dividing the NAVD 88
 RB0731.geopotential number by the normal gravity value computed on the
 RB0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0731.degrees latitude (g = 980.6199 gals.).
 RB0731
 RB0731.The modeled gravity was interpolated from observed gravity values.
 RB0731
 RB0731;                    North         East    Units  Estimated Accuracy
 RB0731;SPC WA S     -    70,990.      589,610.      MT  (+/- 180 meters Scaled)
 RB0731
 RB0731                          SUPERSEDED SURVEY CONTROL
 RB0731
 RB0731  NGVD 29 (??/??/92)  179.848  (m)          590.05   (f) ADJ UNCH    2 0
 RB0731
 RB0731.Superseded values are not recommended for survey control.
 RB0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0731.See file dsdata.txt to determine how the superseded data were derived.
 RB0731
 RB0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL183929(NAD 83)
 RB0731_MARKER: P = PIPE CAP
 RB0731_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB0731_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB0731_STAMPING: 589
 RB0731_MARK LOGO: USGS  
 RB0731_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0731
 RB0731  HISTORY     - Date     Condition        Report By
 RB0731  HISTORY     - UNK      MONUMENTED       USGS
 RB0731  HISTORY     - 1973     GOOD             NGS
 RB0731  HISTORY     - 19910517 GOOD             USGS
 RB0731
 RB0731                          STATION DESCRIPTION
 RB0731
 RB0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 RB0731'21.35 MI S FROM KENNEWICK.
 RB0731'21.35 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE WASHINGTON STATE
 RB0731'PATROL OFFICE IN THE SOUTH PART OF KENNEWICK, 247 FEET WEST-NORTHWEST
 RB0731'OF THE CENTER OF THE HIGHWAY, 230 FEET NORTHWEST OF A TELEPHONE POLE
 RB0731'WITH A GUY WIRE AT  A TURNOUT, 14 FEET NORTHWEST OF THE CENTER OF A
 RB0731'TRACK ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.  A U.S. GEOLOGICAL
 RB0731'SURVEY BENCH MARK CAP ON A 4-INCH PIPE WHICH PROJECTS 1.4 FEET ABOVE
 RB0731'THE GROUND.  SEC 32, T6N, R 28E.
 RB0731
 RB0731                          STATION RECOVERY (1991)
 RB0731
 RB0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 RB0731'FROM PLYMOUTH POST OFFICE GO NORTH ALONG PLYMOUTH ROAD FOR 0.5 MILES
 RB0731'(0.8 KM) TO INTERSECTION OF WASHINGTON STATE HIGHWAY 14, THEN PROCEED
 RB0731'EASTERLY FOR 0.95 TO ON RAMP TO INTERSTATE HIGHWAY 82, FROM BEGINNING
 RB0731'OF ON RAMP PROCEED NORTH ALONG HIGHWAY FOR 1.45 MILES, BM IS WEST
 RB0731'FROM CENTERLINE OF NORTHBOUND AT APPROXIMATELY 650 FEET, 3.3 FEET
 RB0731'(1.0 M) NORTHEAST OF A WITNESS POST, RIVETED ON TOP OF AN IRON PIPE
 RB0731'PROJECTING 1.4 FEET (0.4 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1726 ***********************************************************************
 TR1726  DESIGNATION -  59
 TR1726  PID         -  TR1726
 TR1726  STATE/COUNTY-  WA/CLALLAM
 TR1726  USGS QUAD   -  GARDINER (1985)
 TR1726
 TR1726                         *CURRENT SURVEY CONTROL
 TR1726  ___________________________________________________________________
 TR1726* NAD 83(1991)-  48 03 01.04546(N)    122 58 09.41134(W)     ADJUSTED  
 TR1726* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 TR1726  ___________________________________________________________________
 TR1726  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 TR1726  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 TR1726
 TR1726  HORZ ORDER  -  SECOND
 TR1726
 TR1726.The horizontal coordinates were established by classical geodetic methods
 TR1726.and adjusted by the National Geodetic Survey in December 1991..
 TR1726
 TR1726.The orthometric height was scaled from a topographic map.
 TR1726
 TR1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1726
 TR1726.The geoid height was determined by GEOID03.
 TR1726
 TR1726;                    North         East     Units Scale Factor Converg.
 TR1726;SPC WA N     -   118,983.106   340,788.661   MT  0.99994295   -1 35 24.9
 TR1726;SPC WA N     -   390,363.74  1,118,070.80   sFT  0.99994295   -1 35 24.9
 TR1726;UTM  10      - 5,321,890.275   502,289.277   MT  0.99960006   +0 01 22.2
 TR1726
 TR1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1726!SPC WA N     -   0.99999454  x   0.99994295  =   0.99993749
 TR1726!UTM  10      -   0.99999454  x   0.99960006  =   0.99959460
 TR1726
 TR1726                          SUPERSEDED SURVEY CONTROL
 TR1726
 TR1726  NAD 83(1986)-  48 03 01.04469(N)    122 58 09.41834(W) AD(       ) 2
 TR1726  NAD 27      -  48 03 01.72300(N)    122 58 04.78800(W) AD(       ) 2
 TR1726
 TR1726.Superseded values are not recommended for survey control.
 TR1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1726.See file dsdata.txt to determine how the superseded data were derived.
 TR1726
 TR1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0228921890(NAD 83)
 TR1726
 TR1726  HISTORY     - Date     Condition        Report By
 TR1726  HISTORY     - 1955     MONUMENTED       USE
 TR1726  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1726
 TR1726                          STATION DESCRIPTION
 TR1726
 TR1726'DESCRIBED BY US ENGINEERS 1955 (LSB)
 TR1726'SEE STATION KNAPP
 TR1726
 TR1726                          STATION RECOVERY (1961)
 TR1726
 TR1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1726'STATION RECOVERED IN GOOD CONDITION.
 TR1726'
 TR1726'LOCATED ABOUT 6.5 MILES EAST-SOUTHEAST OF THE TOWN OF SEQUIM AND
 TR1726'2.5 MILES NORTH OF BLYN, ON THE EAST SIDE OF U.S. HIGHWAY 101.
 TR1726'
 TR1726'TO REACH THE STATION FROM BLYN, GO EAST ON U.S. HIGHWAY 101 FOR
 TR1726'2.5 MILES TO A REVERSE Y ROAD ON THE LEFT, TURN SHARP LEFT AND GO
 TR1726'0.05 MILE TO A GATE ON THE RIGHT JUST AFTER CROSSING A RAILROAD,
 TR1726'TURN RIGHT AND GO NORTH FOR ABOUT 200 FEET TO THE STATION.
 TR1726'
 TR1726'STATION MARK IS THE CROSS IN THE HEAD OF A SCREW WHICH SECURES A
 TR1726'2-INCH SQUARE METAL PLATE TO THE TOP OF A 4X5 INCH CONCRETE POST
 TR1726'PROJECTING 5 INCHES ABOVE GROUND.  THE PLATE IS STAMPED U.S. ENG
 TR1726'1923 EL. 167.7 EM.  IT IS 27 FEET EAST OF TELEPHONE POLE NO. 1892,
 TR1726'18 FEET NORTH OF A GRAVEL ROAD, 2 FEET SOUTH OF A FENCE, AND 2
 TR1726'FEET NORTHEAST OF A WHITE WITNESS POST.
 TR1726'
 TR1726'THIS MARK IS A REFERENCE MARK FOR STATION KNAPP 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0268 ***********************************************************************
 TR0268  DESIGNATION -  59 RS
 TR0268  PID         -  TR0268
 TR0268  STATE/COUNTY-  WA/ISLAND
 TR0268  USGS QUAD   -  LANGLEY (1968)
 TR0268
 TR0268                         *CURRENT SURVEY CONTROL
 TR0268  ___________________________________________________________________
 TR0268* NAD 83(1986)-  48 00 27.     (N)    122 27 40.     (W)     SCALED    
 TR0268* NAVD 88     -        16.544  (meters)      54.28   (feet)  ADJUSTED  
 TR0268  ___________________________________________________________________
 TR0268  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 TR0268  DYNAMIC HT  -          16.547 (meters)      54.29  (feet)  COMP
 TR0268  MODELED GRAV-     980,812.4   (mgal)                       NAVD 88
 TR0268
 TR0268  VERT ORDER  -  FIRST     CLASS II
 TR0268
 TR0268.The horizontal coordinates were scaled from a topographic map and have
 TR0268.an estimated accuracy of +/- 6 seconds.
 TR0268
 TR0268.The orthometric height was determined by differential leveling
 TR0268.and adjusted by the National Geodetic Survey in June 1991..
 TR0268
 TR0268.The geoid height was determined by GEOID03.
 TR0268
 TR0268.The dynamic height is computed by dividing the NAVD 88
 TR0268.geopotential number by the normal gravity value computed on the
 TR0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0268.degrees latitude (g = 980.6199 gals.).
 TR0268
 TR0268.The modeled gravity was interpolated from observed gravity values.
 TR0268
 TR0268;                    North         East    Units  Estimated Accuracy
 TR0268;SPC WA N     -   113,300.      378,560.      MT  (+/- 180 meters Scaled)
 TR0268
 TR0268                          SUPERSEDED SURVEY CONTROL
 TR0268
 TR0268  NGVD 29 (??/??/92)   15.423  (m)           50.60   (f) ADJ UNCH    1 2
 TR0268
 TR0268.Superseded values are not recommended for survey control.
 TR0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0268.See file dsdata.txt to determine how the superseded data were derived.
 TR0268
 TR0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU401172(NAD 83)
 TR0268_MARKER: DD = SURVEY DISK
 TR0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0268_STAMPING: 59 R S 50 1940
 TR0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0268+STABILITY: SURFACE MOTION
 TR0268
 TR0268  HISTORY     - Date     Condition        Report By
 TR0268  HISTORY     - 1940     MONUMENTED       USGS
 TR0268  HISTORY     - 1952     GOOD             NGS
 TR0268
 TR0268                          STATION DESCRIPTION
 TR0268
 TR0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0268'6.3 MI NW FROM CLINTON.
 TR0268'6.3 MILES NORTHWEST ALONG STATE HIGHWAY 1D FROM THE POST OFFICE AT
 TR0268'CLINTON, AT BAYVIEW CORNERS, AT THE T JUNCTION OF AN ASPHALT ROAD
 TR0268'LEADING NORTH TO SARATOGA, 123.7 FEET NORTHWEST OF THE NORTHWEST
 TR0268'CORNER OF A LARGE WHITE FRAME BUILDING (AMERICAN LEGION POST NO.141),
 TR0268'60.0 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST
 TR0268'CORNER OF THE BAYVIEW CASH STORE, 16 1/2 FEET EAST OF THE APPROXIMATE
 TR0268'CENTER OF THE T JUNCTION, 12.4 FEET NORTH OF A POWER LINE POLE WITH A
 TR0268'TRAFFIC SIGNAL, 4.0 FEET SOUTH OF THE PROLONGATION OF THE CENTER LINE
 TR0268'OF HIGHWAY LEADING WEST, 1.2 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT
 TR0268'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 TR0268'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0093 ***********************************************************************
 SB0093  DESIGNATION -  59 TR USGS
 SB0093  PID         -  SB0093
 SB0093  STATE/COUNTY-  WA/KITTITAS
 SB0093  USGS QUAD   -  EAST KITTITAS (1953)
 SB0093
 SB0093                         *CURRENT SURVEY CONTROL
 SB0093  ___________________________________________________________________
 SB0093* NAD 83(1986)-  46 54 17.     (N)    120 21 47.     (W)     SCALED    
 SB0093* NAVD 88     -       523.740  (meters)    1718.30   (feet)  ADJUSTED  
 SB0093  ___________________________________________________________________
 SB0093  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 SB0093  DYNAMIC HT  -         523.738 (meters)    1718.30  (feet)  COMP
 SB0093  MODELED GRAV-     980,594.2   (mgal)                       NAVD 88
 SB0093
 SB0093  VERT ORDER  -  SECOND    CLASS 0
 SB0093
 SB0093.The horizontal coordinates were scaled from a topographic map and have
 SB0093.an estimated accuracy of +/- 6 seconds.
 SB0093
 SB0093.The orthometric height was determined by differential leveling
 SB0093.and adjusted by the National Geodetic Survey in June 1991..
 SB0093
 SB0093.The geoid height was determined by GEOID03.
 SB0093
 SB0093.The dynamic height is computed by dividing the NAVD 88
 SB0093.geopotential number by the normal gravity value computed on the
 SB0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0093.degrees latitude (g = 980.6199 gals.).
 SB0093
 SB0093.The modeled gravity was interpolated from observed gravity values.
 SB0093
 SB0093;                    North         East    Units  Estimated Accuracy
 SB0093;SPC WA S     -   174,670.      510,430.      MT  (+/- 180 meters Scaled)
 SB0093
 SB0093                          SUPERSEDED SURVEY CONTROL
 SB0093
 SB0093  NGVD 29 (??/??/92)  522.621  (m)         1714.63   (f) ADJ UNCH    2 0
 SB0093
 SB0093.Superseded values are not recommended for survey control.
 SB0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0093.See file dsdata.txt to determine how the superseded data were derived.
 SB0093
 SB0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS008979(NAD 83)
 SB0093_MARKER: DD = SURVEY DISK
 SB0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0093_STAMPING: 1715 59 TR 1936
 SB0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0093+STABILITY: SURFACE MOTION
 SB0093
 SB0093  HISTORY     - Date     Condition        Report By
 SB0093  HISTORY     - 1936     MONUMENTED       USGS
 SB0093  HISTORY     - 1947     GOOD             NGS
 SB0093  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SB0093
 SB0093                          STATION DESCRIPTION
 SB0093
 SB0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0093'5.3 MI S FROM EAST KITTITAS.
 SB0093'3.6 MILES SOUTH ALONG A COUNTY GRAVEL ROAD FROM THE CHICAGO,
 SB0093'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT EAST KITTITAS,
 SB0093'THENCE 1.7 MILES SOUTH ALONG BADGER ROAD, ABOUT 30 YARDS EAST OF A
 SB0093'TRACK ROAD LEADING SOUTH, 43 FEET SOUTH OF THE CENTER LINE OF THE
 SB0093'ROAD, 9.0 FEET SOUTH OF A WIRE FENCE, AND SET IN THE TOP OF A CONCRETE
 SB0093'POST ABOUT FLUSH WITH THE GROUND.  WITNESS POST SET 3.3 FEET EAST OF
 SB0093'THE MARK.
 SB0093
 SB0093                          STATION RECOVERY (1989)
 SB0093
 SB0093'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 SB0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1515 ***********************************************************************
 SA1515  DESIGNATION -  598
 SA1515  PID         -  SA1515
 SA1515  STATE/COUNTY-  WA/GRANT
 SA1515  USGS QUAD   -  WAHATIS PEAK (1986)
 SA1515
 SA1515                         *CURRENT SURVEY CONTROL
 SA1515  ___________________________________________________________________
 SA1515* NAD 83(1986)-  46 50 23.     (N)    119 36 24.     (W)     SCALED    
 SA1515* NAVD 88     -       183.37   (+/-2cm)     601.6    (feet)  VERTCON   
 SA1515  ___________________________________________________________________
 SA1515  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SA1515
 SA1515  VERT ORDER  -  ? (See Below)
 SA1515
 SA1515.The horizontal coordinates were scaled from a topographic map and have
 SA1515.an estimated accuracy of +/- 6 seconds.
 SA1515
 SA1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1515.The vertical order pertains to the NGVD 29 superseded value.
 SA1515
 SA1515.The geoid height was determined by GEOID03.
 SA1515
 SA1515;                    North         East    Units  Estimated Accuracy
 SA1515;SPC WA S     -   167,820.      568,140.      MT  (+/- 180 meters Scaled)
 SA1515
 SA1515                          SUPERSEDED SURVEY CONTROL
 SA1515
 SA1515  NGVD 29 (??/??/92)  182.303  (m)          598.11   (f) ADJ UNCH    ?  
 SA1515
 SA1515.Superseded values are not recommended for survey control.
 SA1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1515.See file dsdata.txt to determine how the superseded data were derived.
 SA1515
 SA1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM012906(NAD 83)
 SA1515_MARKER: P = PIPE CAP
 SA1515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1515_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1515_STAMPING: WASH 598
 SA1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1515
 SA1515  HISTORY     - Date     Condition        Report By
 SA1515  HISTORY     - UNK      MONUMENTED       BOR
 SA1515  HISTORY     - 1967     GOOD             NGS
 SA1515
 SA1515                          STATION DESCRIPTION
 SA1515
 SA1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1515'2.5 MI E FROM SMYRNA.
 SA1515'THE MARK IS ABOUT 2.5 MILES EAST OF SMYRNA, 100 YARDS WEST OF THE WEST
 SA1515'END OF A CURVE WHERE THE BLACKTOP ROAD CURVES NORTH, ABOUT 350 YARDS
 SA1515'SOUTH-SOUTHWEST OF THE RAILROAD AND HIGHWAY BRIDGES OVER LOWER CRAB
 SA1515'CREEK, 40 YARDS NORTH-NORTHWEST OF THE WESTERN END OF A 10 FOOT HIGH,
 SA1515'50 FOOT LONG ROCK OUTCROP, 25 YARDS WEST OF A 30 INCH PIPE UNDER THE
 SA1515'HIGHWAY, 28 YARDS SOUTH OF THE CENTER OF THE HIGHWAY, 42 FEET NORTH OF
 SA1515'THE CENTER OF THE RAILROAD TRACK, 18 FEET NORTHEAST OF A TELEGRAPH
 SA1515'POLE, 6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, BETWEEN TWO MOUNDS, 6
 SA1515'INCHES NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 SA1515'1 FOOT HIGHER THAN THE RAILRAOD TRACK, A USGS CAP ON A 3 1/2 INCH PIPE
 SA1515'WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4085 ***********************************************************************
 SY4085  DESIGNATION -  6
 SY4085  PID         -  SY4085
 SY4085  STATE/COUNTY-  WA/KING
 SY4085  USGS QUAD   -  
 SY4085
 SY4085                         *CURRENT SURVEY CONTROL
 SY4085  ___________________________________________________________________
 SY4085* NAD 83(1991)-  47 44 48.09014(N)    122 21 36.03957(W)     ADJUSTED  
 SY4085* NAVD 88     -       158.     (meters)     518.     (feet)  VERTCON   
 SY4085  ___________________________________________________________________
 SY4085  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 SY4085  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SY4085
 SY4085  HORZ ORDER  -  SECOND
 SY4085
 SY4085.The horizontal coordinates were established by classical geodetic methods
 SY4085.and adjusted by the National Geodetic Survey in December 1991..
 SY4085.No horizontal observational check was made to the station.
 SY4085
 SY4085.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4085
 SY4085.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4085
 SY4085.The geoid height was determined by GEOID03.
 SY4085
 SY4085;                    North         East     Units Scale Factor Converg.
 SY4085;SPC WA N     -    84,154.029   385,526.276   MT  0.99996313   -1 08 11.9
 SY4085;SPC WA N     -   276,095.34  1,264,847.46   sFT  0.99996313   -1 08 11.9
 SY4085;UTM  10      - 5,288,345.003   547,973.441   MT  0.99962828   +0 28 25.4
 SY4085
 SY4085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4085!SPC WA N     -   0.99997891  x   0.99996313  =   0.99994204
 SY4085!UTM  10      -   0.99997891  x   0.99962828  =   0.99960719
 SY4085
 SY4085:                Primary Azimuth Mark                     Grid Az
 SY4085:SPC WA N     -  SEATTLE RADIO STATION KGDN MAS           013 59 35.9
 SY4085:UTM  10      -  SEATTLE RADIO STATION KGDN MAS           012 22 58.6
 SY4085
 SY4085|---------------------------------------------------------------------|
 SY4085| PID    Reference Object                     Distance      Geod. Az  |
 SY4085|                                                           dddmmss.s |
 SY4085| SY4877 SEATTLE RADIO STATION KGDN MAS      APPROX. 2.4 KM 0125124.0 |
 SY4085| SY3980 8                                   268.028 METERS 06835     |
 SY4085| CF8092 SIX RM 1                              9.937 METERS 12019     |
 SY4085| CF8093 SIX RM 2                             10.252 METERS 23313     |
 SY4085| SY4907 KINGSTON RADAR DOME                 APPROX.12.1 KM 3041435.8 |
 SY4085| SY3961 7                                   200.533 METERS 33251     |
 SY4085|---------------------------------------------------------------------|
 SY4085
 SY4085                          SUPERSEDED SURVEY CONTROL
 SY4085
 SY4085  NAD 83(1986)-  47 44 48.08496(N)    122 21 36.04365(W) AD(       ) 2
 SY4085  NAD 27      -  47 44 48.75946(N)    122 21 31.60807(W) AD(       ) 2
 SY4085  NGVD 29 (07/19/86)  157.     (m)          515.     (f) VERT ANG       
 SY4085
 SY4085.Superseded values are not recommended for survey control.
 SY4085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4085.See file dsdata.txt to determine how the superseded data were derived.
 SY4085
 SY4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4797388345(NAD 83)
 SY4085_MARKER: DD = SURVEY DISK
 SY4085_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY4085_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SY4085
 SY4085  HISTORY     - Date     Condition        Report By
 SY4085  HISTORY     - 1966     MONUMENTED       WADT
 SY4085  HISTORY     - 1968     GOOD             CGS
 SY4085  HISTORY     - 1973     GOOD             NGS
 SY4085
 SY4085                          STATION DESCRIPTION
 SY4085
 SY4085'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4085'LOCATED IN THE NORTHWEST SECTION OF THE CITY OF SEATTLE, ON THE
 SY4085'SOUTH SIDE OF THE CAMPUS OF SHORELINE COMMUNITY COLLEGE AND ABOUT
 SY4085'1250 FEET WEST-NORTHWEST OF THE INTERSECTION OF NORTH 160TH STREET
 SY4085'AND GREENWOOD AVENUE NORTH.
 SY4085'
 SY4085'THE STATION IS A PLAIN BRONZE DISK STAMPED 6 SHORELINE COMMUNITY
 SY4085'COLLEGE 1966, SET IN THE TOP OF A 3-INCH PIPE, WHICH IS ENCASED IN
 SY4085'A 12 INCH IN DIAMETER CONCRETE POST.  THE TOP OF THE PIPE PROJECTS
 SY4085'2 INCHES ABOVE THE TOP OF THE CONCRETE POST AND THE SURFACE OF
 SY4085'THE GROUND.  IT IS 102 FEET NORTHWEST OF THE CENTERLINE JUNCTION
 SY4085'OF INNIS ARDEN DRIVE AND THE PAVED DRIVEWAY LEADING NORTH TO THE
 SY4085'COLLEGE PARKING AREA, 56 FEET NORTH OF THE CENTERLINE OF INNIS
 SY4085'ARDEN WAY, 20 FEET NORTH OF THE WESTERLY ONE OF THREE 20 INCH WHITE
 SY4085'PINE TREES, 12 FEET SOUTH OF THE SOUTH EDGE OF THE PAVED PARKING
 SY4085'AREA AND IN A NARROW GRASSY STRIP ALONG THE SOUTH SIDE OF THE
 SY4085'COLLEGE PARKING AREA.
 SY4085'
 SY4085'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SIX SCC NO 2 1968,
 SY4085'SET IN THE TOP OF AN EIGHT INCH SQUARE CONCRETE MONUMENT, PROJECTING
 SY4085'4 INCHES.  IT IS 43 FEET NORTH OF THE CENTERLINE OF INNIS ARDEN
 SY4085'WAY, 19 FEET WEST-SOUTHWEST OF A 12 FOOT HIGH LAMP POLE AND 7.5
 SY4085'FEET EAST OF THE CENTER ONE OF THREE PINE TREES.
 SY4085'
 SY4085'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SIX SCC NO 2 1968,
 SY4085'SET IN THE TOP OF AN EIGHT INCH SQUARE CONCRETE MONUMENT,
 SY4085'PROJECTING 6 INCHES, 33 FEET NORTH OF THE CENTERLINE OF INNIS
 SY4085'ARDEN WAY AND 25.5 FEET WEST OF THE WESTERLY ONE OF THREE PINE
 SY4085'TREES.
 SY4085'
 SY4085'TO REACH FROM THE INTERSECTION OF NORTH 160TH STREET AND
 SY4085'GREENWOOD AVENUE NORTH, IN SEATTLE, GO NORTH ALONG GREENWOOD
 SY4085'AVENUE FOR ABOUT 100 FEET, TURN LEFT ON INNIS ARDEN WAY, GO 0.25
 SY4085'MILE AND STATION ON THE RIGHT.
 SY4085'
 SY4085'HEIGHT OF LIGHT ABOVE STATION MARK 4.72 METERS.
 SY4085
 SY4085                          STATION RECOVERY (1973)
 SY4085
 SY4085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY4085'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES AND BRUSH.
 SY4085'
 SY4085'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 SY4085'DESCRIBED IN THE 1968 DESCRIPTION.  THE TO REACH IS ENTIRELY
 SY4085'ADEQUATE.
 SY4085'
 SY4085'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 SY4085'
 SY4085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4085'IN NORTHWEST SEATTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0200 ***********************************************************************
 TQ0200  DESIGNATION -  6 AA
 TQ0200  PID         -  TQ0200
 TQ0200  STATE/COUNTY-  WA/WHATCOM
 TQ0200  USGS QUAD   -  ROSS DAM (1971)
 TQ0200
 TQ0200                         *CURRENT SURVEY CONTROL
 TQ0200  ___________________________________________________________________
 TQ0200* NAD 83(1986)-  48 43 14.     (N)    121 06 19.     (W)     SCALED    
 TQ0200* NAVD 88     -       449.076  (meters)    1473.34   (feet)  ADJUSTED  
 TQ0200  ___________________________________________________________________
 TQ0200  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 TQ0200  DYNAMIC HT  -         449.136 (meters)    1473.54  (feet)  COMP
 TQ0200  MODELED GRAV-     980,732.0   (mgal)                       NAVD 88
 TQ0200
 TQ0200  VERT ORDER  -  FIRST     CLASS II
 TQ0200
 TQ0200.The horizontal coordinates were scaled from a topographic map and have
 TQ0200.an estimated accuracy of +/- 6 seconds.
 TQ0200
 TQ0200.The orthometric height was determined by differential leveling
 TQ0200.and adjusted by the National Geodetic Survey in June 1991..
 TQ0200
 TQ0200.The geoid height was determined by GEOID03.
 TQ0200
 TQ0200.The dynamic height is computed by dividing the NAVD 88
 TQ0200.geopotential number by the normal gravity value computed on the
 TQ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0200.degrees latitude (g = 980.6199 gals.).
 TQ0200
 TQ0200.The modeled gravity was interpolated from observed gravity values.
 TQ0200
 TQ0200;                    North         East    Units  Estimated Accuracy
 TQ0200;SPC WA N     -   191,340.      479,990.      MT  (+/- 180 meters Scaled)
 TQ0200
 TQ0200                          SUPERSEDED SURVEY CONTROL
 TQ0200
 TQ0200  NGVD 29 (??/??/92)  447.859  (m)         1469.35   (f) ADJ UNCH    1 2
 TQ0200
 TQ0200.Superseded values are not recommended for survey control.
 TQ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0200.See file dsdata.txt to determine how the superseded data were derived.
 TQ0200
 TQ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU393981(NAD 83)
 TQ0200_MARKER: DD = SURVEY DISK
 TQ0200_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0200_SP_SET: ROCK OUTCROP
 TQ0200_STAMPING: 6 AA 1950
 TQ0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0200+STABILITY: POSITION/ELEVATION WELL
 TQ0200
 TQ0200  HISTORY     - Date     Condition        Report By
 TQ0200  HISTORY     - 1950     MONUMENTED       USGS
 TQ0200  HISTORY     - 1958     GOOD             NGS
 TQ0200
 TQ0200                          STATION DESCRIPTION
 TQ0200
 TQ0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0200'1.65 MI NE FROM DIABLO DAM.
 TQ0200'0.9 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE NORTHWEST END OF
 TQ0200'DIABLO DAM, THENCE 0.25 MILE NORTHEAST ALONG A TRACK ROAD, THENCE 0.5
 TQ0200'MILE NORTHEAST ALONG DIABLO TRAIL 300, IN TOP OF A 2-BY 2 1/2-FOOT
 TQ0200'GRANITE OUTCROP WHICH PROJECTS 1 FOOT ABOVE THE TRAIL, 600 PACES
 TQ0200'NORTHEAST OF BENCH MARK BF, 500 PACES SOUTHWEST OF BENCH MARK G 375,
 TQ0200'88 FEET SOUTHWEST OF THE CROSSING OF A WASH, 3 FEET NORTHWEST OF THE
 TQ0200'CENTER LINE OF THE TRAIL, AND 3 1/2 FEET SOUTHEAST OF A 15-INCH PINE
 TQ0200'TREE BEARING A YELLOW PAINTED TRIANGULAR BLAZE.  NOTE-- THE DISK IS
 TQ0200'SET AT A 45 DEG ANGLE.  THE ROD WAS HELD AT THE TOP OF THE DISK OVER
 TQ0200'THE LETTERS GI IN THE WORD GEOLOGICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0739 ***********************************************************************
 TP0739  DESIGNATION -  6 AA
 TP0739  PID         -  TP0739
 TP0739  STATE/COUNTY-  WA/OKANOGAN
 TP0739  USGS QUAD   -  COXIT MOUNTAIN (1989)
 TP0739
 TP0739                         *CURRENT SURVEY CONTROL
 TP0739  ___________________________________________________________________
 TP0739* NAD 83(1986)-  48 39 45.     (N)    119 51 29.     (W)     SCALED    
 TP0739* NAVD 88     -      1506.039  (meters)    4941.06   (feet)  ADJUSTED  
 TP0739  ___________________________________________________________________
 TP0739  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TP0739  DYNAMIC HT  -        1505.987 (meters)    4940.89  (feet)  COMP
 TP0739  MODELED GRAV-     980,522.0   (mgal)                       NAVD 88
 TP0739
 TP0739  VERT ORDER  -  SECOND    CLASS 0
 TP0739
 TP0739.The horizontal coordinates were scaled from a topographic map and have
 TP0739.an estimated accuracy of +/- 6 seconds.
 TP0739
 TP0739.The orthometric height was determined by differential leveling
 TP0739.and adjusted by the National Geodetic Survey in June 1991..
 TP0739
 TP0739.The geoid height was determined by GEOID03.
 TP0739
 TP0739.The dynamic height is computed by dividing the NAVD 88
 TP0739.geopotential number by the normal gravity value computed on the
 TP0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0739.degrees latitude (g = 980.6199 gals.).
 TP0739
 TP0739.The modeled gravity was interpolated from observed gravity values.
 TP0739
 TP0739;                    North         East    Units  Estimated Accuracy
 TP0739;SPC WA N     -   185,300.      571,840.      MT  (+/- 180 meters Scaled)
 TP0739
 TP0739                          SUPERSEDED SURVEY CONTROL
 TP0739
 TP0739  NGVD 29 (??/??/92) 1504.608  (m)         4936.37   (f) ADJ UNCH    2 0
 TP0739
 TP0739.Superseded values are not recommended for survey control.
 TP0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0739.See file dsdata.txt to determine how the superseded data were derived.
 TP0739
 TP0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP895938(NAD 83)
 TP0739_MARKER: DD = SURVEY DISK
 TP0739_SETTING: 80 = SET IN A BOULDER
 TP0739_STAMPING: 6 AA 1954 4936
 TP0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0739+STABILITY: SURFACE MOTION
 TP0739
 TP0739  HISTORY     - Date     Condition        Report By
 TP0739  HISTORY     - 1954     MONUMENTED       USGS
 TP0739  HISTORY     - 1959     GOOD             NGS
 TP0739
 TP0739                          STATION DESCRIPTION
 TP0739
 TP0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0739'9.95 MI NW FROM CONCONULLY.
 TP0739'9.95 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0739'CONCONULLY, 0.09 MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD NORTH
 TP0739'TO CATHEDRAL DRAW, 118 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 TP0739'JUNCTION OF A TRACK ROAD NORTH AND A TRACK ROAD EAST, IN TOP OF A
 TP0739'LARGE EMBEDDED GRANITE BOULDER WHICH PROJECTS ABOUT 3 1/2 FEET ABOVE
 TP0739'THE GROUND, 100 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 67 FEET
 TP0739'SOUTH OF THE CENTER LINE OF THE ROAD EAST, 6.1 FEET EAST OF A WITNESS
 TP0739'POST, AND ABOUT 3 1/2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0556 ***********************************************************************
 TQ0556  DESIGNATION -  6 RESET
 TQ0556  PID         -  TQ0556
 TQ0556  STATE/COUNTY-  WA/SNOHOMISH
 TQ0556  USGS QUAD   -  GRANITE FALLS (1989)
 TQ0556
 TQ0556                         *CURRENT SURVEY CONTROL
 TQ0556  ___________________________________________________________________
 TQ0556* NAD 83(1991)-  48 04 59.51525(N)    121 58 33.51330(W)     ADJUSTED  
 TQ0556* NAVD 88     -       121.9    (meters)     400.     (feet)  VERTCON   
 TQ0556  ___________________________________________________________________
 TQ0556  LAPLACE CORR-          17.20  (seconds)                    DEFLEC99
 TQ0556  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TQ0556
 TQ0556  HORZ ORDER  -  THIRD
 TQ0556
 TQ0556.The horizontal coordinates were established by classical geodetic methods
 TQ0556.and adjusted by the National Geodetic Survey in December 1991..
 TQ0556
 TQ0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0556
 TQ0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0556
 TQ0556.The geoid height was determined by GEOID03.
 TQ0556
 TQ0556;                    North         East     Units Scale Factor Converg.
 TQ0556;SPC WA N     -   121,064.380   414,875.114   MT  0.99994244   -0 51 02.6
 TQ0556;SPC WA N     -   397,192.05  1,361,136.10   sFT  0.99994244   -0 51 02.6
 TQ0556;UTM  10      - 5,326,054.635   576,264.260   MT  0.99967147   +0 45 43.3
 TQ0556
 TQ0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0556!SPC WA N     -   0.99998437  x   0.99994244  =   0.99992682
 TQ0556!UTM  10      -   0.99998437  x   0.99967147  =   0.99965585
 TQ0556
 TQ0556                          SUPERSEDED SURVEY CONTROL
 TQ0556
 TQ0556  NAD 83(1986)-  48 04 59.51576(N)    121 58 33.51359(W) AD(       ) 3
 TQ0556  NAD 27      -  48 05 00.14487(N)    121 58 28.98251(W) AD(       ) 3
 TQ0556  NGVD 29 (07/12/88)  120.8    (m)          396.     (f) VERT ANG       
 TQ0556
 TQ0556.Superseded values are not recommended for survey control.
 TQ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0556.See file dsdata.txt to determine how the superseded data were derived.
 TQ0556
 TQ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU7626426055(NAD 83)
 TQ0556_MARKER: DD = SURVEY DISK
 TQ0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0556_SP_SET: CONCRETE POST
 TQ0556_STAMPING: NO 6 RESET 1982
 TQ0556_MARK LOGO: USGS  
 TQ0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 TQ0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0556+STABILITY: SURFACE MOTION
 TQ0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TQ0556+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1990
 TQ0556
 TQ0556  HISTORY     - Date     Condition        Report By
 TQ0556  HISTORY     - 1982     MONUMENTED       USGS
 TQ0556  HISTORY     - 1982     GOOD             USGS
 TQ0556  HISTORY     - 19900110 GOOD             NGS
 TQ0556  HISTORY     - 19980208 GOOD             USPSQD
 TQ0556
 TQ0556                          STATION DESCRIPTION
 TQ0556
 TQ0556'DESCRIBED BY US GEOLOGICAL SURVEY 1982 (DAW)
 TQ0556'THE STATION IS LOCATED IN THE WESTERN SECTION OF THE CITY OF
 TQ0556'GRANITE FALLS AND ON THE RIGHT-OF-WAY FOR STATE HIGHWAY 92.
 TQ0556'
 TQ0556'TO REACH THE STATION FROM THE POST OFFICE IN GRANITE FALLS GO WEST
 TQ0556'ON EAST STANLEY STREET FOR 0.16 KM (0.1 MI) TO A STOP LIGHT.
 TQ0556'CONTINUE WEST ON WEST STANLEY STREET FOR 0.48 KM (0.3 MI) TO A DRIVE
 TQ0556'WAY ON THE LEFT AND THE STATION AT THE NORTH END OF THE CHAIN LINK
 TQ0556'FENCE.
 TQ0556'
 TQ0556'THE STATION MARK IS A STANDARD US GEOLOGICAL SURVEY ALUMINUM DISK
 TQ0556'STAMPED---NO 6 RESET 1982---SET IN THE TOP OF A ROUND CONCRETE
 TQ0556'MONUMENT THAT IS 30 CM (12 INCHES) IN DIAMETER THAT IS FLUSH WITH
 TQ0556'THE GROUND SURFACE.  IT IS 7.3 M (24 FT) SOUTH OF THE CENTER OF
 TQ0556'STATE HIGHWAY 92, 1 M (3 FT) WEST OF A POWER LINE POLE AND 0.3 M
 TQ0556'(1 FT) EAST OF THE NORTH END OF A CHAIN LINK FENCE AND WITNESS POST.
 TQ0556'
 TQ0556'DESCRIBED BY DA WEGENAST.
 TQ0556
 TQ0556                          STATION RECOVERY (1982)
 TQ0556
 TQ0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 TQ0556'RECOVERED IN GOOD CONDITION.
 TQ0556
 TQ0556                          STATION RECOVERY (1990)
 TQ0556
 TQ0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TQ0556'THE STATION IS LOCATED AT THE CITY OF GRANITE FALLS, ON HIGHWAY
 TQ0556'RIGHT-OF-WAY.
 TQ0556'TO REACH FROM THE POST OFFICE IN GRANITE FALLS, GO WEST ON EAST
 TQ0556'STANLEY STREET FOR 0.16 KM (0.10 MI) TO A CAUTION LIGHT.  CONTINEU
 TQ0556'WEST ON WEST STANLEY STREET FOR 0.48 KM (0.30 MI) TO A DRIVEWAY TO
 TQ0556'THE LEFT AND THE STATION.
 TQ0556'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 TQ0556'2 CM (1 INCH) ABOVE THE GROUND SURFACE.  IT IS 7.3 M (24.0 FT) SOUTH
 TQ0556'OF THE CENTER OF STATE ROUTE 92, 1 M (3.3 FT) WEST OF A POWER LINE
 TQ0556'POLE AND 0.3 M (1.0 FT) EAST OF THE NORTH END OF A CHAIN LINK FENCE
 TQ0556'AND A WITNESS POST.
 TQ0556
 TQ0556                          STATION RECOVERY (1998)
 TQ0556
 TQ0556'RECOVERY NOTE BY US POWER SQUADRON 1998
 TQ0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0975 ***********************************************************************
 SY0975  DESIGNATION -  6 USN
 SY0975  PID         -  SY0975
 SY0975  STATE/COUNTY-  WA/KITSAP
 SY0975  USGS QUAD   -  POULSBO (1981)
 SY0975
 SY0975                         *CURRENT SURVEY CONTROL
 SY0975  ___________________________________________________________________
 SY0975* NAD 83(1986)-  47 42 11.     (N)    122 37 52.     (W)     SCALED    
 SY0975* NAVD 88     -         4.421  (meters)      14.50   (feet)  POSTED    
 SY0975  ___________________________________________________________________
 SY0975  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SY0975  DYNAMIC HT  -           4.420 (meters)      14.50  (feet)  COMP
 SY0975  MODELED GRAV-     980,773.4   (mgal)                       NAVD 88
 SY0975
 SY0975  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0975
 SY0975.The horizontal coordinates were scaled from a topographic map and have
 SY0975.an estimated accuracy of +/- 6 seconds.
 SY0975
 SY0975.The orthometric height was determined by differential leveling
 SY0975.and adjusted by the National Geodetic Survey in 1992..
 SY0975.No vertical observational check was made to the station.
 SY0975.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0975.was located on a no-check spur therefore a value was not computed.
 SY0975
 SY0975.The geoid height was determined by GEOID03.
 SY0975
 SY0975.The dynamic height is computed by dividing the NAVD 88
 SY0975.geopotential number by the normal gravity value computed on the
 SY0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0975.degrees latitude (g = 980.6199 gals.).
 SY0975
 SY0975.The modeled gravity was interpolated from observed gravity values.
 SY0975
 SY0975;                    North         East    Units  Estimated Accuracy
 SY0975;SPC WA N     -    79,740.      365,090.      MT  (+/- 180 meters Scaled)
 SY0975
 SY0975                          SUPERSEDED SURVEY CONTROL
 SY0975
 SY0975  NGVD 29 (??/??/??)    3.347  (m)           10.98   (f) ADJUSTED    1 2
 SY0975
 SY0975.Superseded values are not recommended for survey control.
 SY0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0975.See file dsdata.txt to determine how the superseded data were derived.
 SY0975
 SY0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET276833(NAD 83)
 SY0975_MARKER: B = BOLT
 SY0975_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0975_SP_SET: MANHOLE
 SY0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0975
 SY0975  HISTORY     - Date     Condition        Report By
 SY0975  HISTORY     - UNK      MONUMENTED       DOD
 SY0975  HISTORY     - 1944     GOOD             CGS
 SY0975  HISTORY     - 1983     SEE DESCRIPTION  USPSQD
 SY0975
 SY0975                          STATION DESCRIPTION
 SY0975
 SY0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0975'IN KEYPORT.
 SY0975'AT KEYPORT, KITSAP COUNTRY, AT THE NAVAL TORPEDO STATION, AT THE FOOT
 SY0975'OF RADIO HILL, ON THE UPGRADE LANE OF THE RADIO HILL DRIVE, IN LINE
 SY0975'WITH THE SOUTHEAST CURB OF THE DOWNGRADE LANE, 14.8 FEET NORTHEAST OF
 SY0975'THE WEST END OF A 12-INCH PIPE-CULVERT, AND IN A MANHOLE.  A COPPER
 SY0975'BOLT.
 SY0975
 SY0975                          STATION RECOVERY (1983)
 SY0975
 SY0975'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0975'RADIO HILL DRIVE HAS BEEN RENAMED RADIO CIRCLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0455 ***********************************************************************
 SY0455  DESIGNATION -  6 WAHC
 SY0455  PID         -  SY0455
 SY0455  STATE/COUNTY-  WA/KING
 SY0455  USGS QUAD   -  POVERTY BAY (1994)
 SY0455
 SY0455                         *CURRENT SURVEY CONTROL
 SY0455  ___________________________________________________________________
 SY0455* NAD 83(1991)-  47 34 37.05944(N)    122 19 10.59750(W)     ADJUSTED  
 SY0455* NAVD 88     -        21.620  (meters)      70.93   (feet)  ADJUSTED  
 SY0455  ___________________________________________________________________
 SY0455  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 SY0455  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 SY0455  DYNAMIC HT  -          21.622 (meters)      70.94  (feet)  COMP
 SY0455  MODELED GRAV-     980,718.3   (mgal)                       NAVD 88
 SY0455
 SY0455  HORZ ORDER  -  SECOND
 SY0455  VERT ORDER  -  SECOND    CLASS 0
 SY0455
 SY0455.The horizontal coordinates were established by classical geodetic methods
 SY0455.and adjusted by the National Geodetic Survey in December 1991..
 SY0455
 SY0455.The orthometric height was determined by differential leveling
 SY0455.and adjusted by the National Geodetic Survey in June 1991..
 SY0455
 SY0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0455
 SY0455.The geoid height was determined by GEOID03.
 SY0455
 SY0455.The dynamic height is computed by dividing the NAVD 88
 SY0455.geopotential number by the normal gravity value computed on the
 SY0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0455.degrees latitude (g = 980.6199 gals.).
 SY0455
 SY0455.The modeled gravity was interpolated from observed gravity values.
 SY0455
 SY0455;                    North         East     Units Scale Factor Converg.
 SY0455;SPC WA N     -    65,227.436   388,190.788   MT  0.99998653   -1 06 23.6
 SY0455;SPC WA N     -   214,000.35  1,273,589.28   sFT  0.99998653   -1 06 23.6
 SY0455;UTM  10      - 5,269,507.203   551,167.436   MT  0.99963217   +0 30 08.1
 SY0455
 SY0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0455!SPC WA N     -   1.00000031  x   0.99998653  =   0.99998684
 SY0455!UTM  10      -   1.00000031  x   0.99963217  =   0.99963248
 SY0455
 SY0455|---------------------------------------------------------------------|
 SY0455| PID    Reference Object                     Distance      Geod. Az  |
 SY0455|                                                           dddmmss.s |
 SY0455| SY0454 5 WAHC                              227.244 METERS 00958     |
 SY0455| SY0456 7 WAHC                              206.355 METERS 18532     |
 SY0455| SY4227 NO 3 F 1957                         APPROX. 1.1 KM 2594426.9 |
 SY0455|---------------------------------------------------------------------|
 SY0455
 SY0455                          SUPERSEDED SURVEY CONTROL
 SY0455
 SY0455  NAD 83(1986)-  47 34 37.05328(N)    122 19 10.60383(W) AD(       ) 2
 SY0455  NAD 27      -  47 34 37.69890(N)    122 19 06.15780(W) AD(       ) 2
 SY0455  NGVD 29 (??/??/??)   20.509  (m)           67.29   (f) ADJUSTED    2 0
 SY0455
 SY0455.Superseded values are not recommended for survey control.
 SY0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0455.See file dsdata.txt to determine how the superseded data were derived.
 SY0455
 SY0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5116769507(NAD 83)
 SY0455_MARKER: Z = SEE DESCRIPTION
 SY0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0455+STABILITY: SURFACE MOTION
 SY0455
 SY0455  HISTORY     - Date     Condition        Report By
 SY0455  HISTORY     - 1957     MONUMENTED       WAHC
 SY0455  HISTORY     - 1958     GOOD             CGS
 SY0455  HISTORY     - 1962     GOOD             CGS
 SY0455  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY0455  HISTORY     - 20060726 MARK NOT FOUND   USPSQD
 SY0455
 SY0455                          STATION DESCRIPTION
 SY0455
 SY0455'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0455'THE STATION IS IN THE SOUTHERLY PART OF SEATTLE, AT THE EAST END OF
 SY0455'A HEDGE IN FRONT OF HOUSE NUMBER 2928 10TH AVENUE SOUTH.  THE MARK
 SY0455'IS A STEEL PIN SET IN A ROUND 6-INCH CONCRETE MONUMENT THAT IS
 SY0455'FLUSH WITH THE GROUND.  IT IS 26.7 FEET SOUTHWEST OF THE SOUTHWEST
 SY0455'CORNER OF A GARAGE, 10 FEET SOUTH OF THE EAST END OF A PRIVET
 SY0455'HEDGE AND 4 FEET WEST OF A DRIVEWAY.
 SY0455'
 SY0455'REACHED FROM THE INTERSECTION OF AIRPORT WAY AND STEVENS STREET
 SY0455'BY GOING EAST ON STEVENS STREET TO THE RAILROAD TRACKS.  CROSS THE
 SY0455'TRACKS, JOG LEFT AND THEN SHARP RIGHT, FOLLOWING THE GRAVELED ROAD
 SY0455'UP-GRADE TO THE NORTH END OF AN APARTMENT HOUSE AT NUMBER 3000
 SY0455'10TH AVENUE SOUTH.  TURN LEFT AND GO AROUND THE NORTH END OF THE
 SY0455'BUILDING, AND ABOUT 50 YARDS TO THE STATION ON THE LEFT.
 SY0455
 SY0455                          STATION RECOVERY (1958)
 SY0455
 SY0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0455'IN SEATTLE.
 SY0455'AT SEATTLE, KING COUNTY, IN THE SOUTHERLY PART, AT THE EAST END OF A
 SY0455'HEDGE IN FRONT OF HOUSE NUMBER 2928-10TH AVENUE SOUTH, 26.7 FEET
 SY0455'SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, 10 FEET SOUTH OF THE
 SY0455'EAST END OF A PRIVET HEDGE, AND 4 FEET WEST OF A DRIVEWAY.  A STEEL
 SY0455'PIN SET IN A ROUND 6-INCH CONCRETE MONUMENT FLUSH WITH THE GROUND.
 SY0455'NOTE-- THIS MARK MAY BE REACHED FROM THE INTERSECTION OF AIRPORT WAY
 SY0455'AND STEVENS STREET BY GOING EAST ON STEVENS STREET TO THE RAILROAD
 SY0455'TRACKS, CROSS THE TRACKS, JOG LEFT AND THEN SHARP RIGHT FOLLOWING THE
 SY0455'GRAVEL ROAD UP GRADE TO THE NORTH END OF AN APARTMENT HOUSE AT
 SY0455'3000-10TH AVENUE SOUTH, TURN LEFT AND GO ROUND THE NORTH END OF THE
 SY0455'BUILDING, AND ABOUT 50 YARDS TO THE STATION ON THE LEFT.
 SY0455
 SY0455                          STATION RECOVERY (1962)
 SY0455
 SY0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0455'RECOVERED IN GOOD CONDITION.
 SY0455
 SY0455                          STATION RECOVERY (1963)
 SY0455
 SY0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY0455'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SY0455'R.C.M. IN 1957.
 SY0455
 SY0455                          STATION RECOVERY (2006)
 SY0455
 SY0455'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0455'10TH AVENUE NO LONGER EXISTS IN THIS LOCATION. THIS IS NOW AN ELEVATED
 SY0455'SECTION OF INTERSTATE 5.  NO BUILDINGS, NO STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5675 ***********************************************************************
 SY5675  DESIGNATION -  60
 SY5675  PID         -  SY5675
 SY5675  STATE/COUNTY-  WA/KING
 SY5675  USGS QUAD   -  
 SY5675
 SY5675                         *CURRENT SURVEY CONTROL
 SY5675  ___________________________________________________________________
 SY5675* NAD 83(1986)-  47 37 57.     (N)    122 08 33.     (W)     SCALED    
 SY5675* NAVD 88     -        95.891  (meters)     314.60   (feet)  ADJUSTED  
 SY5675  ___________________________________________________________________
 SY5675  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SY5675  DYNAMIC HT  -          95.899 (meters)     314.63  (feet)  COMP
 SY5675  MODELED GRAV-     980,707.8   (mgal)                       NAVD 88
 SY5675
 SY5675  VERT ORDER  -  SECOND    CLASS II
 SY5675
 SY5675.The horizontal coordinates were scaled from a topographic map and have
 SY5675.an estimated accuracy of +/- 6 seconds.
 SY5675
 SY5675.The orthometric height was determined by differential leveling
 SY5675.and adjusted by the National Geodetic Survey in October 1996..
 SY5675
 SY5675.The geoid height was determined by GEOID03.
 SY5675
 SY5675.The dynamic height is computed by dividing the NAVD 88
 SY5675.geopotential number by the normal gravity value computed on the
 SY5675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5675.degrees latitude (g = 980.6199 gals.).
 SY5675
 SY5675.The modeled gravity was interpolated from observed gravity values.
 SY5675
 SY5675;                    North         East    Units  Estimated Accuracy
 SY5675;SPC WA N     -    71,160.      401,620.      MT  (+/- 180 meters Scaled)
 SY5675
 SY5675                          SUPERSEDED SURVEY CONTROL
 SY5675
 SY5675.No superseded survey control is available for this station.
 SY5675
 SY5675_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET644758(NAD 83)
 SY5675_MARKER: DD = SURVEY DISK
 SY5675_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5675_SP_SET: DRILL HOLE IN BASE OF POLE
 SY5675_STAMPING: 60
 SY5675_MARK LOGO: NONE  
 SY5675_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5675+STABILITY: SURFACE MOTION
 SY5675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5675+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5675
 SY5675  HISTORY     - Date     Condition        Report By
 SY5675  HISTORY     - 1990     MONUMENTED       WA0109
 SY5675  HISTORY     - 20010331 GOOD             NGS
 SY5675
 SY5675                          STATION DESCRIPTION
 SY5675
 SY5675'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5675'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5675'KM (10.0 MI) EAST OF SEATTLE, 1.6 KM (1.0 MI) SOUTH OF REDMOND AND ON
 SY5675'STREET RIGHT-OF-WAY.
 SY5675'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5675'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5675'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN LEFT
 SY5675'AND GO NORTH ON 148TH AVENUE NORTHEAST FOR 1.61 KM (1.00 MI) TO THE
 SY5675'INTERSECTION OF NORTHEAST 24TH STREET AND THE STATION ON THE RIGHT.
 SY5675'THE MARK IS SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE TRAFFIC
 SY5675'SIGNAL POLE IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 SY5675
 SY5675                          STATION RECOVERY (2001)
 SY5675
 SY5675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5675'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1650 ***********************************************************************
 SW1650  DESIGNATION -  60 FMK
 SW1650  PID         -  SW1650
 SW1650  STATE/COUNTY-  WA/DOUGLAS
 SW1650  USGS QUAD   -  ELECTRIC CITY (1968)
 SW1650
 SW1650                         *CURRENT SURVEY CONTROL
 SW1650  ___________________________________________________________________
 SW1650* NAD 83(1998)-  47 58 44.82886(N)    119 02 26.04492(W)     ADJUSTED  
 SW1650* NAVD 88     -       713.1    (meters)    2340.     (feet)  GPS OBS   
 SW1650  ___________________________________________________________________
 SW1650  X           -  -2,076,619.214 (meters)                     COMP
 SW1650  Y           -  -3,740,072.514 (meters)                     COMP
 SW1650  Z           -   4,715,837.695 (meters)                     COMP
 SW1650  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 SW1650  ELLIP HEIGHT-         693.54  (meters)          (07/05/01) GPS OBS
 SW1650  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 SW1650
 SW1650  HORZ ORDER  -  FIRST
 SW1650  ELLP ORDER  -  FOURTH    CLASS II
 SW1650
 SW1650.The horizontal coordinates were established by GPS observations
 SW1650.and adjusted by the National Geodetic Survey in July 2001..
 SW1650.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1650.DATUM ITEM on the data sheet items page.
 SW1650
 SW1650.The orthometric height was determined by GPS observations and a
 SW1650.high-resolution geoid model.
 SW1650
 SW1650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1650
 SW1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1650
 SW1650.The ellipsoidal height was determined by GPS observations
 SW1650.and is referenced to NAD 83.
 SW1650
 SW1650.The geoid height was determined by GEOID03.
 SW1650
 SW1650;                    North         East     Units Scale Factor Converg.
 SW1650;SPC WA N     -   110,419.153   633,820.280   MT  0.99994518   +1 20 05.1
 SW1650;SPC WA N     -   362,266.84  2,079,458.70   sFT  0.99994518   +1 20 05.1
 SW1650;UTM  11      - 5,315,994.273   347,724.690   MT  0.99988493   -1 30 58.4
 SW1650
 SW1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1650!SPC WA N     -   0.99989131  x   0.99994518  =   0.99983650
 SW1650!UTM  11      -   0.99989131  x   0.99988493  =   0.99977625
 SW1650
 SW1650                          SUPERSEDED SURVEY CONTROL
 SW1650
 SW1650  NAD 83(1991)-  47 58 44.82756(N)    119 02 26.04505(W) AD(       ) 1
 SW1650  ELLIP H (01/21/94)  693.67   (m)                       GP(       ) 4 1
 SW1650
 SW1650.Superseded values are not recommended for survey control.
 SW1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1650.See file dsdata.txt to determine how the superseded data were derived.
 SW1650
 SW1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP4772515994(NAD 83)
 SW1650_MARKER: DB = BENCH MARK DISK
 SW1650_SETTING: 66 = SET IN ROCK OUTCROP
 SW1650_SP_SET: ROCK OUTCROP
 SW1650_STAMPING: 60 FMK 1967
 SW1650_MARK LOGO: USGS  
 SW1650_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1650+STABILITY: POSITION/ELEVATION WELL
 SW1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1650+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 SW1650
 SW1650  HISTORY     - Date     Condition        Report By
 SW1650  HISTORY     - 1967     MONUMENTED       USGS
 SW1650  HISTORY     - 19930515 GOOD             DCPW
 SW1650
 SW1650                          STATION DESCRIPTION
 SW1650
 SW1650'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1650'THE STATION IS APPROXIMATELY 27.5 MI (44.3 KM) NNE OF COULEE CITY, WA,
 SW1650'29.5 NE OF MANSFIELD, WA, AND 3.5 NORTH OF ELECTRIC CITY, WA, IN THE
 SW1650'SE 1/4 OF SECTION 28, T29N, R30E, WM, DOUGLAS COUNTY, WA.
 SW1650'TO REACH STATION FROM THE POST OFFICE IN GRAND COULEE, WA DRIVE WEST
 SW1650'ALONG HIGHWAY 155 0.2 MI (0.3 KM) TO THE JUNCTION OF HIGHWAY 174.
 SW1650'CONTINUE NORTHWESTERLY ALONG HIGHWAY 174 4.25 MI (6.84 KM) TO THE
 SW1650'STATION 85 FT (25.9 M) SOUTH OF AND 10 FT (3.0 M) LOWER THAN THE
 SW1650'HIGHWAY, SLIGHTLY HIDDEN FROM THE HIGHWAY ON THE BACK SIDE OF A SMALL
 SW1650'KNOB, 26 FT (7.9 M) NORTH OF AN E-W FENCE LINE, AND 2.2 FT (0.7 M)
 SW1650'N16E OF A STEEL POST WITH A WHITE WITNESS SIGN.
 SW1650'THE STATION IS A 3.5 INCH USGS ALUMINUM CAP STAMPED 60 FMK 1967 SET
 SW1650'IN THE TOP OF A 2 FT (0.6 M) BY 4 FT (1.2 M) ROCK OUTCROP PROJECTING
 SW1650'1.5 FT (0.5 M) ABOVE THE SURROUNDING DIRT SURFACE.
 SW1650'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1650'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0270 ***********************************************************************
 TR0270  DESIGNATION -  60 RS
 TR0270  PID         -  TR0270
 TR0270  STATE/COUNTY-  WA/ISLAND
 TR0270  USGS QUAD   -  LANGLEY (1968)
 TR0270
 TR0270                         *CURRENT SURVEY CONTROL
 TR0270  ___________________________________________________________________
 TR0270* NAD 83(1986)-  48 00 07.     (N)    122 25 59.     (W)     SCALED    
 TR0270* NAVD 88     -        54.895  (meters)     180.10   (feet)  ADJUSTED  
 TR0270  ___________________________________________________________________
 TR0270  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 TR0270  DYNAMIC HT  -          54.906 (meters)     180.14  (feet)  COMP
 TR0270  MODELED GRAV-     980,805.9   (mgal)                       NAVD 88
 TR0270
 TR0270  VERT ORDER  -  FIRST     CLASS II
 TR0270
 TR0270.The horizontal coordinates were scaled from a topographic map and have
 TR0270.an estimated accuracy of +/- 6 seconds.
 TR0270
 TR0270.The orthometric height was determined by differential leveling
 TR0270.and adjusted by the National Geodetic Survey in June 1991..
 TR0270
 TR0270.The geoid height was determined by GEOID03.
 TR0270
 TR0270.The dynamic height is computed by dividing the NAVD 88
 TR0270.geopotential number by the normal gravity value computed on the
 TR0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0270.degrees latitude (g = 980.6199 gals.).
 TR0270
 TR0270.The modeled gravity was interpolated from observed gravity values.
 TR0270
 TR0270;                    North         East    Units  Estimated Accuracy
 TR0270;SPC WA N     -   112,640.      380,640.      MT  (+/- 180 meters Scaled)
 TR0270
 TR0270                          SUPERSEDED SURVEY CONTROL
 TR0270
 TR0270  NGVD 29 (??/??/92)   53.773  (m)          176.42   (f) ADJ UNCH    1 2
 TR0270
 TR0270.Superseded values are not recommended for survey control.
 TR0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0270.See file dsdata.txt to determine how the superseded data were derived.
 TR0270
 TR0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU422166(NAD 83)
 TR0270_MARKER: DD = SURVEY DISK
 TR0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0270_STAMPING: 60 R S 176 1940
 TR0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0270+STABILITY: SURFACE MOTION
 TR0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0270+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 TR0270
 TR0270  HISTORY     - Date     Condition        Report By
 TR0270  HISTORY     - 1940     MONUMENTED       USGS
 TR0270  HISTORY     - 1952     GOOD             NGS
 TR0270  HISTORY     - 20050811 GOOD             WADT
 TR0270
 TR0270                          STATION DESCRIPTION
 TR0270
 TR0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0270'4.4 MI NW FROM CLINTON.
 TR0270'4.4 MILES NORTHWEST ALONG STATE HIGHWAY 1D FROM THE POST OFFICE AT
 TR0270'CLINTON, AT THE T JUNCTION OF A PRIVATE DRIVEWAY LEADING SOUTH TO A
 TR0270'FARMHOUSE, ABOUT 60 YARDS NORTHWEST OF THE FARMHOUSE, 48 FEET WEST OF
 TR0270'A POWER LINE POLE WITH A GUY WIRE, 23.6 FEET SOUTH OF THE CENTER LINE
 TR0270'OF THE HIGHWAY, 17 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 5 1/2
 TR0270'FEET NORTHEAST OF A FENCE CORNER POST WITH A METAL TAG STAMPED 176.3,
 TR0270'1.5 FEET WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY,
 TR0270'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TR0270
 TR0270                          STATION RECOVERY (2005)
 TR0270
 TR0270'RECOVERY NOTE BY WA DEPT OF TRANSP 2005 (RFT)
 TR0270'4.7 MILES NORTHWEST ALONG STATE ROUTE 525 FROM THE FERRY DOCK IN
 TR0270'CLINTON TO THE INTERSECTION WITH SHAW RD. LEFT AND SOUTHEAST 0.18
 TR0270'MILES ALONG SHAW RD TO MARK ON RIGHT, SOUTH OF MAILBOX NUMBER 3340,
 TR0270'REFERENCES FROM 1952 DESCRIPTION STILL APPLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0091 ***********************************************************************
 SB0091  DESIGNATION -  60 TR USGS
 SB0091  PID         -  SB0091
 SB0091  STATE/COUNTY-  WA/KITTITAS
 SB0091  USGS QUAD   -  EAST KITTITAS (1953)
 SB0091
 SB0091                         *CURRENT SURVEY CONTROL
 SB0091  ___________________________________________________________________
 SB0091* NAD 83(1986)-  46 55 36.     (N)    120 22 08.     (W)     SCALED    
 SB0091* NAVD 88     -       524.020  (meters)    1719.22   (feet)  ADJUSTED  
 SB0091  ___________________________________________________________________
 SB0091  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 SB0091  DYNAMIC HT  -         524.019 (meters)    1719.22  (feet)  COMP
 SB0091  MODELED GRAV-     980,596.7   (mgal)                       NAVD 88
 SB0091
 SB0091  VERT ORDER  -  SECOND    CLASS 0
 SB0091
 SB0091.The horizontal coordinates were scaled from a topographic map and have
 SB0091.an estimated accuracy of +/- 6 seconds.
 SB0091
 SB0091.The orthometric height was determined by differential leveling
 SB0091.and adjusted by the National Geodetic Survey in June 1991..
 SB0091
 SB0091.The geoid height was determined by GEOID03.
 SB0091
 SB0091.The dynamic height is computed by dividing the NAVD 88
 SB0091.geopotential number by the normal gravity value computed on the
 SB0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0091.degrees latitude (g = 980.6199 gals.).
 SB0091
 SB0091.The modeled gravity was interpolated from observed gravity values.
 SB0091
 SB0091;                    North         East    Units  Estimated Accuracy
 SB0091;SPC WA S     -   177,110.      509,990.      MT  (+/- 180 meters Scaled)
 SB0091
 SB0091                          SUPERSEDED SURVEY CONTROL
 SB0091
 SB0091  NGVD 29 (??/??/92)  522.900  (m)         1715.55   (f) ADJ UNCH    2 0
 SB0091
 SB0091.Superseded values are not recommended for survey control.
 SB0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0091.See file dsdata.txt to determine how the superseded data were derived.
 SB0091
 SB0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT003003(NAD 83)
 SB0091_MARKER: DD = SURVEY DISK
 SB0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0091_STAMPING: 60 TR 1716 1938
 SB0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0091+STABILITY: SURFACE MOTION
 SB0091
 SB0091  HISTORY     - Date     Condition        Report By
 SB0091  HISTORY     - 1938     MONUMENTED       USGS
 SB0091  HISTORY     - 1947     GOOD             NGS
 SB0091  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SB0091
 SB0091                          STATION DESCRIPTION
 SB0091
 SB0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0091'3.6 MI S FROM EAST KITTITAS.
 SB0091'3.6 MILES SOUTH ALONG A COUNTY GRAVEL ROAD FROM THE CHICAGO,
 SB0091'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT EAST KITTITAS,
 SB0091'ABOUT 30 YARDS NORTH OF AN EAST-WEST ROAD CROSSING, 30 FEET EAST OF
 SB0091'THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SB0091'PROJECTING 0.2 FOOT ABOVE THE GROUND.  WITNESS POST SET 2.0 NORTH OF
 SB0091'THE MARK.
 SB0091
 SB0091                          STATION RECOVERY (1989)
 SB0091
 SB0091'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SB0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0173 ***********************************************************************
 SA0173  DESIGNATION -  601
 SA0173  PID         -  SA0173
 SA0173  STATE/COUNTY-  WA/WALLA WALLA
 SA0173  USGS QUAD   -  COLLEGE PLACE (1978)
 SA0173
 SA0173                         *CURRENT SURVEY CONTROL
 SA0173  ___________________________________________________________________
 SA0173* NAD 83(1986)-  46 02 42.     (N)    118 29 00.     (W)     SCALED    
 SA0173* NAVD 88     -       184.112  (meters)     604.04   (feet)  ADJUSTED  
 SA0173  ___________________________________________________________________
 SA0173  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 SA0173  DYNAMIC HT  -         184.108 (meters)     604.03  (feet)  COMP
 SA0173  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 SA0173
 SA0173  VERT ORDER  -  FIRST     CLASS I
 SA0173
 SA0173.The horizontal coordinates were scaled from a topographic map and have
 SA0173.an estimated accuracy of +/- 6 seconds.
 SA0173
 SA0173.The orthometric height was determined by differential leveling
 SA0173.and adjusted by the National Geodetic Survey in June 1991..
 SA0173
 SA0173.The geoid height was determined by GEOID03.
 SA0173
 SA0173.The dynamic height is computed by dividing the NAVD 88
 SA0173.geopotential number by the normal gravity value computed on the
 SA0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0173.degrees latitude (g = 980.6199 gals.).
 SA0173
 SA0173.The modeled gravity was interpolated from observed gravity values.
 SA0173
 SA0173;                    North         East    Units  Estimated Accuracy
 SA0173;SPC WA S     -    81,100.      656,070.      MT  (+/- 180 meters Scaled)
 SA0173
 SA0173                          SUPERSEDED SURVEY CONTROL
 SA0173
 SA0173  NGVD 29 (??/??/92)  183.115  (m)          600.77   (f) ADJ UNCH    1 1
 SA0173
 SA0173.Superseded values are not recommended for survey control.
 SA0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0173.See file dsdata.txt to determine how the superseded data were derived.
 SA0173
 SA0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM852001(NAD 83)
 SA0173_MARKER: DD = SURVEY DISK
 SA0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0173_SP_SET: CULVERT
 SA0173_STAMPING: 601 WASH 1915
 SA0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0173
 SA0173  HISTORY     - Date     Condition        Report By
 SA0173  HISTORY     - 1915     MONUMENTED       USGS
 SA0173  HISTORY     - 1968     GOOD             NGS
 SA0173  HISTORY     - 1976     GOOD             NGS
 SA0173  HISTORY     - 20041010 GOOD             GEOCAC
 SA0173
 SA0173                          STATION DESCRIPTION
 SA0173
 SA0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0173'4.8 MI E FROM LOWDEN.
 SA0173'4.8 MILES EAST ALONG U.S. HIGHWAY 12 FROM THE POST OFFICE AT LOWDEN,
 SA0173'IN R35E T7N, SECTION 31, 0.3 MILE EAST OF MILEPOST 329 AND RAILROAD
 SA0173'MILEPOLE 24, 0.15 MILE EAST OF THE JUNCTION OF YORK ROAD SOUTH, IN THE
 SA0173'TOP OF THE SOUTH END OF THE NORTHEAST CONCRETE WING WALL OF A CONCRETE
 SA0173'BOX CULVERT ALONG THE FORMER HIGHWAY, 164 FEET SOUTH OF THE CENTER
 SA0173'LINE OF THE HIGHWAY, 28 FEET NORTH OF POWER POLE 21/6 WITH 4 GUY
 SA0173'WIRES, 0.3 FOOT NORTH OF THE NORTH FACE OF THE NORTH HEAD WALL, AND
 SA0173'ABOUT 6 FEET LOWER THAN THE HIGHWAY.  NOTE-- THE DISK IS SLANTING.
 SA0173
 SA0173                          STATION RECOVERY (1976)
 SA0173
 SA0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SA0173'RECOVERED IN GOOD CONDITION.
 SA0173
 SA0173                          STATION RECOVERY (2004)
 SA0173
 SA0173'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0173'GOOD CONDITION. PASTURE PROPERTY OWNERS EIRGIL AND SHARRON SMITH. DISK
 SA0173'IS SLANTED 45 DEGREES AS INTENDED DURING ORIGINAL MONUMENTATION AND
 SA0173'NOT FROM MOVEMNET NOR DAMAGE. POWER POLE 21/6 PRESENT SE OF DISK WITH
 SA0173'ADDITIONAL PPL TAG NO OF 314760.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4269 ***********************************************************************
 RD4269  DESIGNATION -  6021
 RD4269  PID         -  RD4269
 RD4269  STATE/COUNTY-  WA/CLARK
 RD4269  USGS QUAD   -  BATTLE GROUND (1990)
 RD4269
 RD4269                         *CURRENT SURVEY CONTROL
 RD4269  ___________________________________________________________________
 RD4269* NAD 83(1986)-  45 46 47.     (N)    122 36 43.     (W)     SCALED    
 RD4269* NAVD 88     -        61.767  (meters)     202.65   (feet)  ADJUSTED  
 RD4269  ___________________________________________________________________
 RD4269  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 RD4269  DYNAMIC HT  -          61.767 (meters)     202.65  (feet)  COMP
 RD4269  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 RD4269
 RD4269  VERT ORDER  -  SECOND    CLASS II
 RD4269
 RD4269.The horizontal coordinates were scaled from a topographic map and have
 RD4269.an estimated accuracy of +/- 6 seconds.
 RD4269
 RD4269.The orthometric height was determined by differential leveling
 RD4269.and adjusted by the National Geodetic Survey in April 1995..
 RD4269
 RD4269.The geoid height was determined by GEOID03.
 RD4269
 RD4269.The dynamic height is computed by dividing the NAVD 88
 RD4269.geopotential number by the normal gravity value computed on the
 RD4269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4269.degrees latitude (g = 980.6199 gals.).
 RD4269
 RD4269.The modeled gravity was interpolated from observed gravity values.
 RD4269
 RD4269;                    North         East    Units  Estimated Accuracy
 RD4269;SPC WA S     -    51,820.      335,770.      MT  (+/- 180 meters Scaled)
 RD4269
 RD4269                          SUPERSEDED SURVEY CONTROL
 RD4269
 RD4269  NGVD 29 (03/17/92)   60.711  (m)          199.18   (f) ADJUSTED    2 2
 RD4269
 RD4269.Superseded values are not recommended for survey control.
 RD4269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4269.See file dsdata.txt to determine how the superseded data were derived.
 RD4269
 RD4269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER301696(NAD 83)
 RD4269_MARKER: DB = BENCH MARK DISK
 RD4269_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4269_SP_SET: PREFAB CONC. POST IN EARTH
 RD4269_STAMPING: 6021  1989
 RD4269_MARK LOGO: WA-011
 RD4269_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4269+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 RD4269
 RD4269  HISTORY     - Date     Condition        Report By
 RD4269  HISTORY     - 1989     MONUMENTED       WA-011
 RD4269  HISTORY     - 20020323 GOOD             USPSQD
 RD4269  HISTORY     - 20050625 GOOD             USPSQD
 RD4269  HISTORY     - 20060808 GOOD             USPSQD
 RD4269  HISTORY     - 20060809 GOOD             USPSQD
 RD4269
 RD4269                          STATION DESCRIPTION
 RD4269
 RD4269'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4269'NORTH OF CITY OF VANCOUVER, ALONG SR 502 (NE 219TH STREET), 4.96 KM
 RD4269'(3.08 MI) WEST OF INTERSECTON OF SR 502 AND SR 503 AT BATTLEGROUND,
 RD4269'28.3 FT (8.6 M) SOUTH OF CENTERLINE OF NE 219TH STREET, 1.0 FT
 RD4269'(0.3 M) NORTH OF SOUTH RIGHT OF WAY FENCE, 26 FT (7.9 M) EAST OF
 RD4269'CENTERLINE OF SOUTHERLYMOST OF 2 ASPHALT DRIVEWAY APRONS TO RESIDENCE
 RD4269'AT 5909 NE 219TH STREET, 52.2 FT (15.9 M) EAST OF POWER POLE NUMBER
 RD4269'3004, 9.5 FT (2.9 M) EAST OF FENCE CORNER, SET 2 INCH DOMED BRASS
 RD4269'DISK IN IRON PIPE IN CONCRETE MONUMENT. SET STEEL FENCE POST AND SIGN
 RD4269'BY MONUMENT.
 RD4269
 RD4269                          STATION RECOVERY (2002)
 RD4269
 RD4269'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RD4269'RECOVERED IN GOOD CONDITION.
 RD4269
 RD4269                          STATION RECOVERY (2005)
 RD4269
 RD4269'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4269'RECOVERED IN GOOD CONDITION.
 RD4269
 RD4269                          STATION RECOVERY (2006)
 RD4269
 RD4269'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4269'RECOVERED IN GOOD CONDITION.
 RD4269
 RD4269                          STATION RECOVERY (2006)
 RD4269
 RD4269'RECOVERY NOTE BY US POWER SQUADRON 2006
 RD4269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0850 ***********************************************************************
 SA0850  DESIGNATION -  605 T
 SA0850  PID         -  SA0850
 SA0850  STATE/COUNTY-  WA/BENTON
 SA0850  USGS QUAD   -  BADGER MTN (1978)
 SA0850
 SA0850                         *CURRENT SURVEY CONTROL
 SA0850  ___________________________________________________________________
 SA0850* NAD 83(1986)-  46 10 24.     (N)    119 18 50.     (W)     SCALED    
 SA0850* NAVD 88     -       185.483  (meters)     608.54   (feet)  ADJUSTED  
 SA0850  ___________________________________________________________________
 SA0850  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SA0850  DYNAMIC HT  -         185.483 (meters)     608.54  (feet)  COMP
 SA0850  MODELED GRAV-     980,609.0   (mgal)                       NAVD 88
 SA0850
 SA0850  VERT ORDER  -  FIRST     CLASS II
 SA0850
 SA0850.The horizontal coordinates were scaled from a topographic map and have
 SA0850.an estimated accuracy of +/- 6 seconds.
 SA0850
 SA0850.The orthometric height was determined by differential leveling
 SA0850.and adjusted by the National Geodetic Survey in June 1991..
 SA0850
 SA0850.The geoid height was determined by GEOID03.
 SA0850
 SA0850.The dynamic height is computed by dividing the NAVD 88
 SA0850.geopotential number by the normal gravity value computed on the
 SA0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0850.degrees latitude (g = 980.6199 gals.).
 SA0850
 SA0850.The modeled gravity was interpolated from observed gravity values.
 SA0850
 SA0850;                    North         East    Units  Estimated Accuracy
 SA0850;SPC WA S     -    94,050.      591,580.      MT  (+/- 180 meters Scaled)
 SA0850
 SA0850                          SUPERSEDED SURVEY CONTROL
 SA0850
 SA0850  NGVD 29 (??/??/92)  184.435  (m)          605.10   (f) ADJ UNCH    1 2
 SA0850
 SA0850.Superseded values are not recommended for survey control.
 SA0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0850.See file dsdata.txt to determine how the superseded data were derived.
 SA0850
 SA0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM213159(NAD 83)
 SA0850_MARKER: P = PIPE CAP
 SA0850_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0850_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0850_STAMPING: ELEV 605.281 FT 605 T
 SA0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0850
 SA0850  HISTORY     - Date     Condition        Report By
 SA0850  HISTORY     - UNK      MONUMENTED       USGS
 SA0850  HISTORY     - 1963     GOOD             NGS
 SA0850
 SA0850                          STATION DESCRIPTION
 SA0850
 SA0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SA0850'3.2 MI SE FROM BADGER.
 SA0850'3.2 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0850'STATION AT BADGER, BENTON COUNTY, 4 RAILS EAST OF MILEPOST 14, ON THE
 SA0850'OUTSIDE OF A CURVE, NEAR THE BEGINNING OF THE CURVE, AT THE EAST END
 SA0850'OF AN EARTH CUT 400 FEET LONG AND 10 FEET DEEP, 52 FEET SOUTH OF THE
 SA0850'CENTERLINE OF THE TRACK, 12 FEET NORTH OF A ROW OF POLES, AND 2 FEET
 SA0850'ABOVE THE LEVEL OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 SA0850'STANDARD CAP, STAMPED ELEV 605.281 FT 605 T AND RIVETED ON THE TOP OF
 SA0850'A 3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AD9558 ***********************************************************************
 AD9558  SACS        -  This is a Secondary Airport Control Station.
 AD9558  DESIGNATION -  60S A
 AD9558  PID         -  AD9558
 AD9558  STATE/COUNTY-  WA/CLARK
 AD9558  USGS QUAD   -  PORTLAND (1990)
 AD9558
 AD9558                         *CURRENT SURVEY CONTROL
 AD9558  ___________________________________________________________________
 AD9558* NAD 83(1998)-  45 37 16.12886(N)    122 39 25.84705(W)     ADJUSTED  
 AD9558* NAVD 88     -         7.04   (meters)      23.1    (feet)  GPS OBS   
 AD9558  ___________________________________________________________________
 AD9558  X           -  -2,411,254.317 (meters)                     COMP
 AD9558  Y           -  -3,762,096.209 (meters)                     COMP
 AD9558  Z           -   4,535,885.257 (meters)                     COMP
 AD9558  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 AD9558  ELLIP HEIGHT-         -15.74  (meters)          (07/02/01) GPS OBS
 AD9558  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AD9558
 AD9558  HORZ ORDER  -  FIRST
 AD9558  ELLP ORDER  -  THIRD     CLASS II
 AD9558
 AD9558.This mark is at Pearson Field Airport (60S)
 AD9558
 AD9558.The horizontal coordinates were established by GPS observations
 AD9558.and adjusted by the National Geodetic Survey in July 2001..
 AD9558.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9558.DATUM ITEM on the data sheet items page.
 AD9558
 AD9558.The orthometric height was determined by GPS observations and a
 AD9558.high-resolution geoid model.
 AD9558
 AD9558.GPS derived orthometric heights for airport stations designated as
 AD9558.PACS or SACS are published to 2 decimal places.  This maintains
 AD9558.centimeter relative accuracy between the PACS and SACS.  It does
 AD9558.not indicate centimeter accuracy relative to other marks which are
 AD9558.part of the NAVD 88 network.
 AD9558
 AD9558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9558
 AD9558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9558
 AD9558.The ellipsoidal height was determined by GPS observations
 AD9558.and is referenced to NAD 83.
 AD9558
 AD9558.The geoid height was determined by GEOID03.
 AD9558
 AD9558;                    North         East     Units Scale Factor Converg.
 AD9558;SPC WA S     -    34,291.684   331,772.707   MT  1.00005484   -1 34 01.1
 AD9558;SPC WA S     -   112,505.30  1,088,490.96   sFT  1.00005484   -1 34 01.1
 AD9558;UTM  10      - 5,052,012.863   526,725.949   MT  0.99960878   +0 14 42.1
 AD9558
 AD9558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9558!SPC WA S     -   1.00000247  x   1.00005484  =   1.00005731
 AD9558!UTM  10      -   1.00000247  x   0.99960878  =   0.99961125
 AD9558
 AD9558:                Primary Azimuth Mark                     Grid Az
 AD9558:SPC WA S     -  VANPORT                                  278 49 37.7
 AD9558:UTM  10      -  VANPORT                                  277 00 54.5
 AD9558
 AD9558|---------------------------------------------------------------------|
 AD9558| PID    Reference Object                     Distance      Geod. Az  |
 AD9558|                                                           dddmmss.s |
 AD9558| RD1580 VANPORT                             402.429 METERS 2771536.6 |
 AD9558|---------------------------------------------------------------------|
 AD9558
 AD9558                          SUPERSEDED SURVEY CONTROL
 AD9558
 AD9558  NAD 83(1998)-  45 37 16.12850(N)    122 39 25.84825(W) AD(       ) 1
 AD9558  ELLIP H (07/23/97)  -15.72   (m)                       GP(       ) 3 1
 AD9558
 AD9558.Superseded values are not recommended for survey control.
 AD9558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9558.See file dsdata.txt to determine how the superseded data were derived.
 AD9558
 AD9558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2672652013(NAD 83)
 AD9558_MARKER: DD = SURVEY DISK
 AD9558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9558_STAMPING: 60S A 1996
 AD9558_MARK LOGO: NGS   
 AD9558_PROJECTION: FLUSH
 AD9558_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9558+STABILITY: SURFACE MOTION
 AD9558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9558+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 AD9558_ROD/PIPE-DEPTH: 1.0  meters
 AD9558
 AD9558  HISTORY     - Date     Condition        Report By
 AD9558  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9558  HISTORY     - 19970928 GOOD             NGS
 AD9558  HISTORY     - 20020902 GOOD             USPSQD
 AD9558  HISTORY     - 20060330 GOOD             USPSQD
 AD9558
 AD9558                          STATION DESCRIPTION
 AD9558
 AD9558'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9558'THE STATION IS LOCATED ABOUT 38 MILES (61.2 KM) SOUTHEAST OF KELSO,
 AD9558'0.5 MILES (0.8 KM) EAST OF INTERSTATE 5 IN SOUTH VANCOUVER AT THE
 AD9558'PEARSON FIELD AIRPORT, ERNEST VANDE ZANDE - AIRPORT ADMINISTRATOR,
 AD9558'PHONE 360-696-8191  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AD9558'HIGHWAY 14 AND INTERSTATE HIGHWAY 5 IN SOUTH VANCOUVER, PROCEED EAST
 AD9558'ON SH 14 1.55 MILES (2.49 KM) TO GRANT BOULEVARD, TURN LEFT AND
 AD9558'PROCEED NORTH ON GRANT BOULEVARD 0.35 MILES (0.56 KM) TO 5TH STREET ON
 AD9558'THE LEFT, TURN LEFT AND PROCEED WEST ON 5TH STREET 0.55 MILES (0.89
 AD9558'KM) TO RESERVE STREET ON THE LEFT, TURN LEFT AND PROCEED SOUTH ON
 AD9558'RESERVE STREET 0.15 MILES (0.24 KM) TO AN ENTRANCE GATE, CHECK WITH
 AD9558'FBO OPERATOR BEFORE CONTINUING ONTO FIELD, PROCEED SOUTH THROUGH THE
 AD9558'GATE ACROSS THE MAIN RAMP 0.05 MILES (0.08 KM) TO A SMALL TAXIWAY ON
 AD9558'THE RIGHT, TURN RIGHT AND PROCEED WEST 100 FT (30.5 M) TO A
 AD9558'NORTH-SOUTH TAXIWAY, TURN LEFT AND PROCEED SOUTH 100 FT (30.5 M) TO
 AD9558'THE JUNCTION WITH THE MAIN PARALLEL TAXIWAY AND THE STATION ON THE
 AD9558'RIGHT  THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE
 AD9558'TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 8 CM BELOW GROUND
 AD9558'LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED
 AD9558'BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AD9558'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AD9558'STATION IS LOCATED 20.0 M (65.6 FT) NORTH OF THE CENTERLINE OF THE
 AD9558'EAST-WEST TAXIWAY, 14.35 M (47.08 FT) WEST OF THE CENTERLINE OF THE
 AD9558'NORTH-SOUTH TAXIWAY, 24.55 M (80.54 FT) NORTHWEST OF THE
 AD9558'CENTERLINE-CENTERLINE INTERSECTION OF THE TWO TAXIWAYS, 66.0 M (216.5
 AD9558'FT) NORTHWEST OF THE FIRST RUNWAY LIGHT EAST OF THE NORTH-SOUTH
 AD9558'TAXIWAY, 61.95 M (203.25 FT) NORTH OF THE FIRST RUNWAY LIGHT WEST OF
 AD9558'THE TAXIWAY, 49.5 M (162.4 FT) EAST OF A P-K NAIL IN THE NORTHEAST
 AD9558'CORNER OF THE PAVED RUN-UP AREA  THE STATION IS DESIGNATED AS A
 AD9558'SECONDARY AIRPORT CONTROL STATION (SACS) - WASHINGTON ANA SURVEYS 1996
 AD9558
 AD9558                          STATION RECOVERY (1997)
 AD9558
 AD9558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9558'RECOVERED AS DESCRIBED.
 AD9558
 AD9558                          STATION RECOVERY (2002)
 AD9558
 AD9558'RECOVERY NOTE BY US POWER SQUADRON 2002 (TJL)
 AD9558'RECOVERED IN GOOD CONDITION.
 AD9558
 AD9558                          STATION RECOVERY (2006)
 AD9558
 AD9558'RECOVERY NOTE BY US POWER SQUADRON 2006 (GDH)
 AD9558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5676 ***********************************************************************
 SY5676  DESIGNATION -  61
 SY5676  PID         -  SY5676
 SY5676  STATE/COUNTY-  WA/KING
 SY5676  USGS QUAD   -  
 SY5676
 SY5676                         *CURRENT SURVEY CONTROL
 SY5676  ___________________________________________________________________
 SY5676* NAD 83(1986)-  47 37 54.     (N)    122 08 02.     (W)     SCALED    
 SY5676* NAVD 88     -       115.837  (meters)     380.04   (feet)  ADJUSTED  
 SY5676  ___________________________________________________________________
 SY5676  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SY5676  DYNAMIC HT  -         115.848 (meters)     380.08  (feet)  COMP
 SY5676  MODELED GRAV-     980,708.3   (mgal)                       NAVD 88
 SY5676
 SY5676  VERT ORDER  -  SECOND    CLASS II
 SY5676
 SY5676.The horizontal coordinates were scaled from a topographic map and have
 SY5676.an estimated accuracy of +/- 6 seconds.
 SY5676
 SY5676.The orthometric height was determined by differential leveling
 SY5676.and adjusted by the National Geodetic Survey in October 1996..
 SY5676
 SY5676.The geoid height was determined by GEOID03.
 SY5676
 SY5676.The dynamic height is computed by dividing the NAVD 88
 SY5676.geopotential number by the normal gravity value computed on the
 SY5676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5676.degrees latitude (g = 980.6199 gals.).
 SY5676
 SY5676.The modeled gravity was interpolated from observed gravity values.
 SY5676
 SY5676;                    North         East    Units  Estimated Accuracy
 SY5676;SPC WA N     -    71,060.      402,260.      MT  (+/- 180 meters Scaled)
 SY5676
 SY5676                          SUPERSEDED SURVEY CONTROL
 SY5676
 SY5676.No superseded survey control is available for this station.
 SY5676
 SY5676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET650757(NAD 83)
 SY5676_MARKER: DD = SURVEY DISK
 SY5676_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5676_SP_SET: DRILL HOLE IN BASE OF POLE
 SY5676_STAMPING: 61
 SY5676_MARK LOGO: NONE  
 SY5676_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5676+STABILITY: SURFACE MOTION
 SY5676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5676+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5676
 SY5676  HISTORY     - Date     Condition        Report By
 SY5676  HISTORY     - 1990     MONUMENTED       WA0109
 SY5676  HISTORY     - 20010331 GOOD             NGS
 SY5676
 SY5676                          STATION DESCRIPTION
 SY5676
 SY5676'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5676'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5676'KM (10.0 MI) EAST OF SEATTLE, 1.6 KM (1.0 MI) SOUTH OF REDMOND AND ON
 SY5676'STREET RIGHT-OF-WAY.
 SY5676'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5676'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5676'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN LEFT
 SY5676'AND GO NORTH ON 148TH AVENUE NORTHEAST FOR 0.97 KM (0.60 MI) TO THE
 SY5676'INTERSECTION OF BEL-RED ROAD.  TURN RIGHT AND GO NORTHEAST ON BEL-RED
 SY5676'ROAD FOR 1.13 KM (0.70 MI) TO THE STATION ON THE RIGHT AT THE
 SY5676'INTERSECTION OF NORTHEAST 24TH STREET.
 SY5676'THE MARK IS SET IN A DRILL HOLE IN THE BASE OF THE TRAFFIC SIGNAL POLE
 SY5676'IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF BEL-RED ROAD AND
 SY5676'NORTHEAST 24TH STREET.
 SY5676
 SY5676                          STATION RECOVERY (2001)
 SY5676
 SY5676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5676'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0220 ***********************************************************************
 SY0220  DESIGNATION -  61 RS USGS
 SY0220  PID         -  SY0220
 SY0220  STATE/COUNTY-  WA/ISLAND
 SY0220  USGS QUAD   -  MAXWELTON (1978)
 SY0220
 SY0220                         *CURRENT SURVEY CONTROL
 SY0220  ___________________________________________________________________
 SY0220* NAD 83(1986)-  47 59 31.     (N)    122 23 48.     (W)     SCALED    
 SY0220* NAVD 88     -       104.099  (meters)     341.53   (feet)  ADJUSTED  
 SY0220  ___________________________________________________________________
 SY0220  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 SY0220  DYNAMIC HT  -         104.117 (meters)     341.59  (feet)  COMP
 SY0220  MODELED GRAV-     980,786.6   (mgal)                       NAVD 88
 SY0220
 SY0220  VERT ORDER  -  FIRST     CLASS II
 SY0220
 SY0220.The horizontal coordinates were scaled from a topographic map and have
 SY0220.an estimated accuracy of +/- 6 seconds.
 SY0220
 SY0220.The orthometric height was determined by differential leveling
 SY0220.and adjusted by the National Geodetic Survey in June 1991..
 SY0220
 SY0220.The geoid height was determined by GEOID03.
 SY0220
 SY0220.The dynamic height is computed by dividing the NAVD 88
 SY0220.geopotential number by the normal gravity value computed on the
 SY0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0220.degrees latitude (g = 980.6199 gals.).
 SY0220
 SY0220.The modeled gravity was interpolated from observed gravity values.
 SY0220
 SY0220;                    North         East    Units  Estimated Accuracy
 SY0220;SPC WA N     -   111,470.      383,330.      MT  (+/- 180 meters Scaled)
 SY0220
 SY0220                          SUPERSEDED SURVEY CONTROL
 SY0220
 SY0220  NGVD 29 (??/??/??)  102.976  (m)          337.85   (f) ADJUSTED    1 2
 SY0220
 SY0220.Superseded values are not recommended for survey control.
 SY0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0220.See file dsdata.txt to determine how the superseded data were derived.
 SY0220
 SY0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU450155(NAD 83)
 SY0220_MARKER: DD = SURVEY DISK
 SY0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0220_STAMPING: 61 R S 338 1940
 SY0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0220+STABILITY: SURFACE MOTION
 SY0220
 SY0220  HISTORY     - Date     Condition        Report By
 SY0220  HISTORY     - 1940     MONUMENTED       USGS
 SY0220  HISTORY     - 1952     GOOD             CGS
 SY0220  HISTORY     - 1980     MARK NOT FOUND   NGS
 SY0220
 SY0220                          STATION DESCRIPTION
 SY0220
 SY0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SY0220'2.2 MI NW FROM CLINTON.
 SY0220'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 1D FROM THE POST OFFICE AT
 SY0220'CLINTON, AT THE INTERSECTION OF A NORTH-SOUTH ASPHALT ROAD, 144 FEET
 SY0220'NORTH OF THE APPROXIMATE CENTER OF THE INTERSECTION, 89 FEET SOUTHEAST
 SY0220'OF THE CENTER LINE OF THE HIGHWAY, 67 1/2 FEET NORTH OF A POWER LINE
 SY0220'POLE, 42.7 FEET EAST OF THE SOUTHEAST CORNER OF A WHITE FRAME SERVICE
 SY0220'STATION BUILDING, 19 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 5
 SY0220'1/2 FEET NORTH OF THE NORTH END OF A GATE WITH A METAL TAG STAMPED
 SY0220'337.7 ON THE GATE POST, 1.6 FEET NORTH OF A WITNESS POST, 1.3 FEET
 SY0220'WEST OF A RAIL FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 SY0220'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SY0220
 SY0220                          STATION RECOVERY (1980)
 SY0220
 SY0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SY0220'THE ROAD WAY HAS BEEN CHANGED IN THIS AREA AND NOT EVEN THE SERVICE
 SY0220'STATION WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0089 ***********************************************************************
 SB0089  DESIGNATION -  61 TR USGS
 SB0089  PID         -  SB0089
 SB0089  STATE/COUNTY-  WA/KITTITAS
 SB0089  USGS QUAD   -  EAST KITTITAS (1953)
 SB0089
 SB0089                         *CURRENT SURVEY CONTROL
 SB0089  ___________________________________________________________________
 SB0089* NAD 83(1998)-  46 56 56.69492(N)    120 21 59.97110(W)     ADJUSTED  
 SB0089* NAVD 88     -       506.394  (meters)    1661.39   (feet)  ADJUSTED  
 SB0089  ___________________________________________________________________
 SB0089  X           -  -2,205,209.276 (meters)                     COMP
 SB0089  Y           -  -3,763,704.500 (meters)                     COMP
 SB0089  Z           -   4,638,257.608 (meters)                     COMP
 SB0089  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 SB0089  ELLIP HEIGHT-         486.03  (meters)          (07/05/01) GPS OBS
 SB0089  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 SB0089  DYNAMIC HT  -         506.393 (meters)    1661.39  (feet)  COMP
 SB0089  MODELED GRAV-     980,596.8   (mgal)                       NAVD 88
 SB0089
 SB0089  HORZ ORDER  -  FIRST
 SB0089  VERT ORDER  -  SECOND    CLASS 0
 SB0089  ELLP ORDER  -  FOURTH    CLASS II
 SB0089
 SB0089.The horizontal coordinates were established by GPS observations
 SB0089.and adjusted by the National Geodetic Survey in July 2001..
 SB0089.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB0089.DATUM ITEM on the data sheet items page.
 SB0089
 SB0089.The orthometric height was determined by differential leveling
 SB0089.and adjusted by the National Geodetic Survey in June 1991..
 SB0089.WARNING-GPS observations at this control monument resulted in a GPS
 SB0089.derived orthometric height which differed from the leveled height by
 SB0089.more than one decimeter (0.1 meter).
 SB0089
 SB0089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB0089
 SB0089.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0089
 SB0089.The ellipsoidal height was determined by GPS observations
 SB0089.and is referenced to NAD 83.
 SB0089
 SB0089.The geoid height was determined by GEOID03.
 SB0089
 SB0089.The dynamic height is computed by dividing the NAVD 88
 SB0089.geopotential number by the normal gravity value computed on the
 SB0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0089.degrees latitude (g = 980.6199 gals.).
 SB0089
 SB0089.The modeled gravity was interpolated from observed gravity values.
 SB0089
 SB0089;                    North         East     Units Scale Factor Converg.
 SB0089;SPC WA S     -   179,601.522   510,150.374   MT  0.99993476   +0 05 48.7
 SB0089;SPC WA S     -   589,242.66  1,673,718.35   sFT  0.99993476   +0 05 48.7
 SB0089;UTM  10      - 5,202,871.988   700,386.693   MT  1.00009355   +1 55 29.8
 SB0089
 SB0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0089!SPC WA S     -   0.99992382  x   0.99993476  =   0.99985859
 SB0089!UTM  10      -   0.99992382  x   1.00009355  =   1.00001736
 SB0089
 SB0089                          SUPERSEDED SURVEY CONTROL
 SB0089
 SB0089  NAD 83(1991)-  46 56 56.69377(N)    120 21 59.97095(W) AD(       ) 1
 SB0089  ELLIP H (06/21/95)  486.17   (m)                       GP(       ) 4 2
 SB0089  NAVD 88 (12/18/95)  506.39   (m)         1661.4    (f) LEVELING    3  
 SB0089  NGVD 29 (??/??/92)  505.271  (m)         1657.71   (f) ADJ UNCH    2 0
 SB0089
 SB0089.Superseded values are not recommended for survey control.
 SB0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0089.See file dsdata.txt to determine how the superseded data were derived.
 SB0089
 SB0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0038702872(NAD 83)
 SB0089_MARKER: DD = SURVEY DISK
 SB0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0089_STAMPING: 1658 61 TR 1936
 SB0089_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SB0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0089+STABILITY: SURFACE MOTION
 SB0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0089+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1993
 SB0089
 SB0089  HISTORY     - Date     Condition        Report By
 SB0089  HISTORY     - 1936     MONUMENTED       USGS
 SB0089  HISTORY     - 1947     GOOD             NGS
 SB0089  HISTORY     - 1989     GOOD             USPSQD
 SB0089  HISTORY     - 19931212 GOOD             MSI
 SB0089
 SB0089                          STATION DESCRIPTION
 SB0089
 SB0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0089'2.0 MI S FROM EAST KITTITAS.
 SB0089'2.0 MILES SOUTH ALONG A COUNTY GRAVEL ROAD FROM THE CHICAGO,
 SB0089'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT EAST KITTITAS, AT
 SB0089'THE INTERSECTION OF THE COUNTY ROAD AND BOSTON ROAD, 32 FEET SOUTHWEST
 SB0089'OF THE CENTER LINE OF THE ROAD, 1.2 FEET EAST OF A WIRE FENCE, AND SET
 SB0089'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 SB0089'WITNESS POST SET 3.4 FEET NORTHWEST OF THE MARK.
 SB0089
 SB0089                          STATION RECOVERY (1989)
 SB0089
 SB0089'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 SB0089'RECOVERED IN GOOD CONDITION.
 SB0089
 SB0089                          STATION RECOVERY (1993)
 SB0089
 SB0089'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SB0089'RECOVERED AS DESCRIBED. ADDITIONAL TIES INCLUDE - 1.2 FT (0.4 M) EAST
 SB0089'OF FENCE LINE, 32.0 FT (9.8 M) SOUTHWEST OF CENTERLINE OF PRATER ROAD,
 SB0089'AND 2.O FT SOUTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1280 ***********************************************************************
 SA1280  DESIGNATION -  610
 SA1280  PID         -  SA1280
 SA1280  STATE/COUNTY-  WA/BENTON
 SA1280  USGS QUAD   -  SNIVELY BASIN (1974)
 SA1280
 SA1280                         *CURRENT SURVEY CONTROL
 SA1280  ___________________________________________________________________
 SA1280* NAD 83(1986)-  46 29 50.     (N)    119 39 29.     (W)     SCALED    
 SA1280* NAVD 88     -       186.852  (meters)     613.03   (feet)  ADJUSTED  
 SA1280  ___________________________________________________________________
 SA1280  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA1280  DYNAMIC HT  -         186.855 (meters)     613.04  (feet)  COMP
 SA1280  MODELED GRAV-     980,627.7   (mgal)                       NAVD 88
 SA1280
 SA1280  VERT ORDER  -  SECOND    CLASS 0
 SA1280
 SA1280.The horizontal coordinates were scaled from a topographic map and have
 SA1280.an estimated accuracy of +/- 6 seconds.
 SA1280
 SA1280.The orthometric height was determined by differential leveling
 SA1280.and adjusted by the National Geodetic Survey in June 1991..
 SA1280
 SA1280.The geoid height was determined by GEOID03.
 SA1280
 SA1280.The dynamic height is computed by dividing the NAVD 88
 SA1280.geopotential number by the normal gravity value computed on the
 SA1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1280.degrees latitude (g = 980.6199 gals.).
 SA1280
 SA1280.The modeled gravity was interpolated from observed gravity values.
 SA1280
 SA1280;                    North         East    Units  Estimated Accuracy
 SA1280;SPC WA S     -   129,710.      564,630.      MT  (+/- 180 meters Scaled)
 SA1280
 SA1280                          SUPERSEDED SURVEY CONTROL
 SA1280
 SA1280  NGVD 29 (??/??/92)  185.782  (m)          609.52   (f) ADJ UNCH    2 0
 SA1280
 SA1280.Superseded values are not recommended for survey control.
 SA1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1280.See file dsdata.txt to determine how the superseded data were derived.
 SA1280
 SA1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM960527(NAD 83)
 SA1280_MARKER: P = PIPE CAP
 SA1280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1280_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1280_STAMPING: 610 WASH 1915
 SA1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1280
 SA1280  HISTORY     - Date     Condition        Report By
 SA1280  HISTORY     - 1915     MONUMENTED       USGS
 SA1280  HISTORY     - 1949     GOOD             NGS
 SA1280
 SA1280                          STATION DESCRIPTION
 SA1280
 SA1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1280'IN BENSON RANCH.
 SA1280'AT BENSON RANCH, 88 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 SA1280'RANCHHOUSE, 45 1/2 FEET NORTHWEST OF A 10-INCH POPLAR TREE IN THE ROW
 SA1280'AROUND THE YARD FENCE, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, 5
 SA1280'FEET NORTHEAST OF A 6-INCH POPLAR TREE IN A ROW ALONG THE FIELD FENCE,
 SA1280'3.5 FEET EAST OF A FENCE LINE, 1.8 FEET WEST OF A WITNESS POST, ABOUT
 SA1280'2 FEET HIGHER THAN THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 SA1280'PIPE PROJECTING 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0130 ***********************************************************************
 TQ0130  DESIGNATION -  6197
 TQ0130  PID         -  TQ0130
 TQ0130  STATE/COUNTY-  WA/WHATCOM
 TQ0130  USGS QUAD   -  SLATE PEAK (1963)
 TQ0130
 TQ0130                         *CURRENT SURVEY CONTROL
 TQ0130  ___________________________________________________________________
 TQ0130* NAD 83(1986)-  48 43 15.     (N)    120 40 11.     (W)     SCALED    
 TQ0130* NAVD 88     -      1890.688  (meters)    6203.03   (feet)  ADJUSTED  
 TQ0130  ___________________________________________________________________
 TQ0130  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 TQ0130  DYNAMIC HT  -        1890.495 (meters)    6202.40  (feet)  COMP
 TQ0130  MODELED GRAV-     980,439.6   (mgal)                       NAVD 88
 TQ0130
 TQ0130  VERT ORDER  -  FIRST     CLASS II
 TQ0130
 TQ0130.The horizontal coordinates were scaled from a topographic map and have
 TQ0130.an estimated accuracy of +/- 6 seconds.
 TQ0130
 TQ0130.The orthometric height was determined by differential leveling
 TQ0130.and adjusted by the National Geodetic Survey in June 1991..
 TQ0130
 TQ0130.The geoid height was determined by GEOID03.
 TQ0130
 TQ0130.The dynamic height is computed by dividing the NAVD 88
 TQ0130.geopotential number by the normal gravity value computed on the
 TQ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0130.degrees latitude (g = 980.6199 gals.).
 TQ0130
 TQ0130.The modeled gravity was interpolated from observed gravity values.
 TQ0130
 TQ0130;                    North         East    Units  Estimated Accuracy
 TQ0130;SPC WA N     -   191,350.      512,040.      MT  (+/- 180 meters Scaled)
 TQ0130
 TQ0130                          SUPERSEDED SURVEY CONTROL
 TQ0130
 TQ0130  NGVD 29 (??/??/92) 1889.259  (m)         6198.34   (f) ADJ UNCH    1 2
 TQ0130
 TQ0130.Superseded values are not recommended for survey control.
 TQ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0130.See file dsdata.txt to determine how the superseded data were derived.
 TQ0130
 TQ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU713990(NAD 83)
 TQ0130_MARKER: DD = SURVEY DISK
 TQ0130_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0130_SP_SET: ROCK OUTCROP
 TQ0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0130+STABILITY: POSITION/ELEVATION WELL
 TQ0130
 TQ0130  HISTORY     - Date     Condition        Report By
 TQ0130  HISTORY     - UNK      MONUMENTED       USGS
 TQ0130  HISTORY     - 1958     GOOD             NGS
 TQ0130
 TQ0130                          STATION DESCRIPTION
 TQ0130
 TQ0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0130'IN HARTS PASS GUARD STA.
 TQ0130'AT HARTS PASS, ALONG A DIRT ROAD, AT THE WHATCOM-OKANOGAN COUNTY LINE,
 TQ0130'EAST AND ACROSS THE ROAD FROM THE OKANOGAN NATIONAL FOREST GUARD
 TQ0130'STATION, IN THE TOP OF THE NORTH END OF A LONG GRANITE OUTCROP, 43
 TQ0130'FEET EAST OF THE CENTER LINE OF THE ROAD (MEASURED FROM THE CENTER OF
 TQ0130'THE JUNCTION OF A DIRT ROAD NORTH TO SLATE PEAK LOOKOUT), 12 FEET WEST
 TQ0130'OF A 20-INCH FIR TREE BEARING A WITNESS PLAQUE, ABOUT 6 FEET HIGHER
 TQ0130'THAN THE ROAD, AND ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0222 ***********************************************************************
 SY0222  DESIGNATION -  62 RS USGS
 SY0222  PID         -  SY0222
 SY0222  STATE/COUNTY-  WA/ISLAND
 SY0222  USGS QUAD   -  MUKILTEO (1978)
 SY0222
 SY0222                         *CURRENT SURVEY CONTROL
 SY0222  ___________________________________________________________________
 SY0222* NAD 83(1986)-  47 58 45.     (N)    122 21 30.     (W)     SCALED    
 SY0222* NAVD 88     -        46.432  (meters)     152.34   (feet)  ADJUSTED  
 SY0222  ___________________________________________________________________
 SY0222  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 SY0222  DYNAMIC HT  -          46.440 (meters)     152.36  (feet)  COMP
 SY0222  MODELED GRAV-     980,796.2   (mgal)                       NAVD 88
 SY0222
 SY0222  VERT ORDER  -  FIRST     CLASS II
 SY0222
 SY0222.The horizontal coordinates were scaled from a topographic map and have
 SY0222.an estimated accuracy of +/- 6 seconds.
 SY0222
 SY0222.The orthometric height was determined by differential leveling
 SY0222.and adjusted by the National Geodetic Survey in June 1991..
 SY0222
 SY0222.The geoid height was determined by GEOID03.
 SY0222
 SY0222.The dynamic height is computed by dividing the NAVD 88
 SY0222.geopotential number by the normal gravity value computed on the
 SY0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0222.degrees latitude (g = 980.6199 gals.).
 SY0222
 SY0222.The modeled gravity was interpolated from observed gravity values.
 SY0222
 SY0222;                    North         East    Units  Estimated Accuracy
 SY0222;SPC WA N     -   109,990.      386,160.      MT  (+/- 180 meters Scaled)
 SY0222
 SY0222                          SUPERSEDED SURVEY CONTROL
 SY0222
 SY0222  NGVD 29 (??/??/??)   45.314  (m)          148.67   (f) ADJUSTED    1 2
 SY0222
 SY0222.Superseded values are not recommended for survey control.
 SY0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0222.See file dsdata.txt to determine how the superseded data were derived.
 SY0222
 SY0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU478141(NAD 83)
 SY0222_MARKER: DD = SURVEY DISK
 SY0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0222_STAMPING: 62 R S 149 1940
 SY0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0222+STABILITY: SURFACE MOTION
 SY0222
 SY0222  HISTORY     - Date     Condition        Report By
 SY0222  HISTORY     - 1940     MONUMENTED       USGS
 SY0222  HISTORY     - 1952     GOOD             CGS
 SY0222  HISTORY     - 1980     MARK NOT FOUND   NGS
 SY0222
 SY0222                          STATION DESCRIPTION
 SY0222
 SY0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SY0222'IN CLINTON.
 SY0222'AT CLINTON, AT THE POST OFFICE, AT THE Y JUNCTION OF STATE HIGHWAY 1D
 SY0222'AND AN ASPHALT ROAD LEADING SOUTH, 100.0 FEET SOUTH OF AND ACROSS THE
 SY0222'HIGHWAY FROM THE SOUTHWEST CORNER OF THE POST OFFICE BUILDING, 41 1/2
 SY0222'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE Y JUNCTION, 33 FEET
 SY0222'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET WEST OF THE CENTER
 SY0222'LINE OF THE ROAD, 9 1/2 FEET SOUTHEAST OF A FENCE CORNER, 1.4 FEET
 SY0222'EAST OF A FENCE, 1.4 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 SY0222'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 SY0222'FOOT ABOVE THE GROUND.
 SY0222
 SY0222                          STATION RECOVERY (1980)
 SY0222
 SY0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SY0222'THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4299 ***********************************************************************
 RD4299  DESIGNATION -  6210
 RD4299  PID         -  RD4299
 RD4299  STATE/COUNTY-  WA/CLARK
 RD4299  USGS QUAD   -  ORCHARDS (1990)
 RD4299
 RD4299                         *CURRENT SURVEY CONTROL
 RD4299  ___________________________________________________________________
 RD4299* NAD 83(1986)-  45 40 04.     (N)    122 33 09.     (W)     SCALED    
 RD4299* NAVD 88     -        66.114  (meters)     216.91   (feet)  ADJUSTED  
 RD4299  ___________________________________________________________________
 RD4299  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 RD4299  DYNAMIC HT  -          66.114 (meters)     216.91  (feet)  COMP
 RD4299  MODELED GRAV-     980,618.5   (mgal)                       NAVD 88
 RD4299
 RD4299  VERT ORDER  -  SECOND    CLASS II
 RD4299
 RD4299.The horizontal coordinates were scaled from a topographic map and have
 RD4299.an estimated accuracy of +/- 6 seconds.
 RD4299
 RD4299.The orthometric height was determined by differential leveling
 RD4299.and adjusted by the National Geodetic Survey in April 1995..
 RD4299
 RD4299.The geoid height was determined by GEOID03.
 RD4299
 RD4299.The dynamic height is computed by dividing the NAVD 88
 RD4299.geopotential number by the normal gravity value computed on the
 RD4299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4299.degrees latitude (g = 980.6199 gals.).
 RD4299
 RD4299.The modeled gravity was interpolated from observed gravity values.
 RD4299
 RD4299;                    North         East    Units  Estimated Accuracy
 RD4299;SPC WA S     -    39,260.      340,070.      MT  (+/- 180 meters Scaled)
 RD4299
 RD4299                          SUPERSEDED SURVEY CONTROL
 RD4299
 RD4299  NGVD 29 (03/17/92)   65.064  (m)          213.46   (f) ADJUSTED    2 2
 RD4299
 RD4299.Superseded values are not recommended for survey control.
 RD4299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4299.See file dsdata.txt to determine how the superseded data were derived.
 RD4299
 RD4299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348572(NAD 83)
 RD4299_MARKER: DB = BENCH MARK DISK
 RD4299_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4299_SP_SET: TOP OF CURB
 RD4299_STAMPING: 6210  1990
 RD4299_MARK LOGO: WA-011
 RD4299_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4299+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RD4299
 RD4299  HISTORY     - Date     Condition        Report By
 RD4299  HISTORY     - 1990     MONUMENTED       WA-011
 RD4299  HISTORY     - 20040311 GOOD             USPSQD
 RD4299  HISTORY     - 20050428 GOOD             USPSQD
 RD4299  HISTORY     - 20060718 GOOD             USPSQD
 RD4299
 RD4299                          STATION DESCRIPTION
 RD4299
 RD4299'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4299'IN TOP OF WEST CURB OF N.E. 117TH AVE (SR-503), IN NORTHWEST QUADRANT
 RD4299'OF INTERSECTION WITH SR-500 AND FOURTH PLAIN ROAD, APPROX. 140 FT
 RD4299'(42.7 M) NORTH OF NORTH RIGHT OF WAY LINE OF FOURTH PLAIN ROAD AS
 RD4299'DETERMINED FROM FENCES AND POWER POLE LINE, 22.9 FT (7.0 M) NORTH OF
 RD4299'PROJECTED SOUTH LINE OF MASONRY COMMERCIAL BUILDINGSET 2 IN DIAM
 RD4299'DOMED BRASS DISK
 RD4299
 RD4299                          STATION RECOVERY (2004)
 RD4299
 RD4299'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4299'RECOVERED IN GOOD CONDITION.
 RD4299
 RD4299                          STATION RECOVERY (2005)
 RD4299
 RD4299'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4299'RECOVERED IN GOOD CONDITION.
 RD4299
 RD4299                          STATION RECOVERY (2006)
 RD4299
 RD4299'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1718 ***********************************************************************
 SA1718  DESIGNATION -  626
 SA1718  PID         -  SA1718
 SA1718  STATE/COUNTY-  WA/BENTON
 SA1718  USGS QUAD   -  RIVERLAND (1986)
 SA1718
 SA1718                         *CURRENT SURVEY CONTROL
 SA1718  ___________________________________________________________________
 SA1718* NAD 83(1986)-  46 30 06.     (N)    119 38 29.     (W)     SCALED    
 SA1718* NAVD 88     -       192.11   (+/-2cm)     630.3    (feet)  VERTCON   
 SA1718  ___________________________________________________________________
 SA1718  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SA1718
 SA1718  VERT ORDER  -  ? (See Below)
 SA1718
 SA1718.The horizontal coordinates were scaled from a topographic map and have
 SA1718.an estimated accuracy of +/- 6 seconds.
 SA1718
 SA1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1718.The vertical order pertains to the NGVD 29 superseded value.
 SA1718
 SA1718.The geoid height was determined by GEOID03.
 SA1718
 SA1718;                    North         East    Units  Estimated Accuracy
 SA1718;SPC WA S     -   130,220.      565,900.      MT  (+/- 180 meters Scaled)
 SA1718
 SA1718                          SUPERSEDED SURVEY CONTROL
 SA1718
 SA1718  NGVD 29 (??/??/92)  191.047  (m)          626.79   (f) ADJ UNCH    ?  
 SA1718
 SA1718.Superseded values are not recommended for survey control.
 SA1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1718.See file dsdata.txt to determine how the superseded data were derived.
 SA1718
 SA1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM973531(NAD 83)
 SA1718_MARKER: Z = SEE DESCRIPTION
 SA1718_SETTING: 0 = UNSPECIFIED SETTING
 SA1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1718
 SA1718  HISTORY     - Date     Condition        Report By
 SA1718  HISTORY     - UNK      MONUMENTED       USGS
 SA1718  HISTORY     - 1949     GOOD             NGS
 SA1718  HISTORY     - 1965     MARK NOT FOUND   USGS
 SA1718
 SA1718                          STATION DESCRIPTION
 SA1718
 SA1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1718'1.0 MI E FROM BENSON RANCH.
 SA1718'1.0 MILE EAST ALONG A COUNTY GRADED ROAD FROM THE BENSON RANCH, AT THE
 SA1718'CREST OF A SHORT GRADE, ON THE INSIDE OF A LONG U CURVE, 33 FEET NORTH
 SA1718'OF THE CENTER LINE OF THE ROAD, 4.7 FEET SOUTH OF A WITNESS POST,
 SA1718'ABOUT 3 FEET HIGHER THAN THE ROAD, DRIVEN IN THE GROUND, AND
 SA1718'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SA1718
 SA1718                          STATION RECOVERY (1965)
 SA1718
 SA1718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA1718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1197 ***********************************************************************
 SA1197  DESIGNATION -  627 T
 SA1197  PID         -  SA1197
 SA1197  STATE/COUNTY-  WA/BENTON
 SA1197  USGS QUAD   -  WHITSTRAN (1965)
 SA1197
 SA1197                         *CURRENT SURVEY CONTROL
 SA1197  ___________________________________________________________________
 SA1197* NAD 83(1986)-  46 14 14.     (N)    119 39 32.     (W)     SCALED    
 SA1197* NAVD 88     -       192.253  (meters)     630.75   (feet)  ADJUSTED  
 SA1197  ___________________________________________________________________
 SA1197  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SA1197  DYNAMIC HT  -         192.258 (meters)     630.77  (feet)  COMP
 SA1197  MODELED GRAV-     980,639.9   (mgal)                       NAVD 88
 SA1197
 SA1197  VERT ORDER  -  FIRST     CLASS II
 SA1197
 SA1197.The horizontal coordinates were scaled from a topographic map and have
 SA1197.an estimated accuracy of +/- 6 seconds.
 SA1197
 SA1197.The orthometric height was determined by differential leveling
 SA1197.and adjusted by the National Geodetic Survey in June 1991..
 SA1197.WARNING-Repeat measurements at this control monument indicate possible
 SA1197.vertical movement.
 SA1197
 SA1197.The geoid height was determined by GEOID03.
 SA1197
 SA1197.The dynamic height is computed by dividing the NAVD 88
 SA1197.geopotential number by the normal gravity value computed on the
 SA1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1197.degrees latitude (g = 980.6199 gals.).
 SA1197
 SA1197.The modeled gravity was interpolated from observed gravity values.
 SA1197
 SA1197;                    North         East    Units  Estimated Accuracy
 SA1197;SPC WA S     -   100,810.      564,870.      MT  (+/- 180 meters Scaled)
 SA1197
 SA1197                          SUPERSEDED SURVEY CONTROL
 SA1197
 SA1197  NGVD 29 (??/??/92)  191.199  (m)          627.29   (f) ADJ UNCH    1 2
 SA1197
 SA1197.Superseded values are not recommended for survey control.
 SA1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1197.See file dsdata.txt to determine how the superseded data were derived.
 SA1197
 SA1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM950238(NAD 83)
 SA1197_MARKER: P = PIPE CAP
 SA1197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1197_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1197_STAMPING: ELEV 627.479 FT 627 T
 SA1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1197
 SA1197  HISTORY     - Date     Condition        Report By
 SA1197  HISTORY     - UNK      MONUMENTED       USGS
 SA1197  HISTORY     - 1962     GOOD             NGS
 SA1197
 SA1197                          STATION DESCRIPTION
 SA1197
 SA1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SA1197'IN GIBBON.
 SA1197'AT GIBBON, BENTON COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 29 RAILS
 SA1197'WEST OF THE STATION, IN THE V-SHAPED SPACE FORMED BY THE MAIN LINE AND
 SA1197'THE SUNNYSIDE BRANCH, 184 FEET NORTH OF THE CENTERLINE OF THE MAIN
 SA1197'TRACK, 53 FEET SOUTHWEST OF THE CENTERLINE OF THE BRANCH-LINE TRACK,
 SA1197'35 FEET SOUTHWEST OF A LINE OF TELEPHONE POLES, 2.4 FEET EAST OF A
 SA1197'WHITE WOODEN WITNESS POST, AND 4 FEET BELOW THE LEVEL OF THE TRACK. A
 SA1197'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED ELEV 627.479 FT
 SA1197'627 T AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1.2
 SA1197'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1651 ***********************************************************************
 SW1651  DESIGNATION -  63 FMK
 SW1651  PID         -  SW1651
 SW1651  STATE/COUNTY-  WA/DOUGLAS
 SW1651  USGS QUAD   -  JAMESON LAKE WEST (1965)
 SW1651
 SW1651                         *CURRENT SURVEY CONTROL
 SW1651  ___________________________________________________________________
 SW1651* NAD 83(1998)-  47 39 24.35830(N)    119 39 27.03751(W)     ADJUSTED  
 SW1651* NAVD 88     -       549.0    (meters)    1801.     (feet)  GPS OBS   
 SW1651  ___________________________________________________________________
 SW1651  X           -  -2,129,858.443 (meters)                     COMP
 SW1651  Y           -  -3,740,481.946 (meters)                     COMP
 SW1651  Z           -   4,691,646.752 (meters)                     COMP
 SW1651  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 SW1651  ELLIP HEIGHT-         529.46  (meters)          (07/05/01) GPS OBS
 SW1651  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 SW1651
 SW1651  HORZ ORDER  -  FIRST
 SW1651  ELLP ORDER  -  FOURTH    CLASS II
 SW1651
 SW1651.The horizontal coordinates were established by GPS observations
 SW1651.and adjusted by the National Geodetic Survey in July 2001..
 SW1651.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1651.DATUM ITEM on the data sheet items page.
 SW1651
 SW1651.The orthometric height was determined by GPS observations and a
 SW1651.high-resolution geoid model.
 SW1651
 SW1651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1651
 SW1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1651
 SW1651.The ellipsoidal height was determined by GPS observations
 SW1651.and is referenced to NAD 83.
 SW1651
 SW1651.The geoid height was determined by GEOID03.
 SW1651
 SW1651;                    North         East     Units Scale Factor Converg.
 SW1651;SPC WA N     -    73,695.250   588,320.953   MT  0.99997445   +0 52 31.5
 SW1651;SPC WA N     -   241,781.83  1,930,182.99   sFT  0.99997445   +0 52 31.5
 SW1651;UTM  11      - 5,281,573.926   300,456.867   MT  1.00008932   -1 57 53.5
 SW1651
 SW1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1651!SPC WA N     -   0.99991702  x   0.99997445  =   0.99989147
 SW1651!UTM  11      -   0.99991702  x   1.00008932  =   1.00000633
 SW1651
 SW1651                          SUPERSEDED SURVEY CONTROL
 SW1651
 SW1651  NAD 83(1991)-  47 39 24.35706(N)    119 39 27.03757(W) AD(       ) 1
 SW1651  ELLIP H (01/21/94)  529.58   (m)                       GP(       ) 4 1
 SW1651
 SW1651.Superseded values are not recommended for survey control.
 SW1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1651.See file dsdata.txt to determine how the superseded data were derived.
 SW1651
 SW1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN0045781574(NAD 83)
 SW1651_MARKER: DB = BENCH MARK DISK
 SW1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1651_SP_SET: CONCRETE POST
 SW1651_STAMPING: 63 FMK 1962 1797
 SW1651_MARK LOGO: USGS  
 SW1651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1651+STABILITY: POSITION/ELEVATION WELL
 SW1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1651+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 SW1651
 SW1651  HISTORY     - Date     Condition        Report By
 SW1651  HISTORY     - 1962     MONUMENTED       USGS
 SW1651  HISTORY     - 19930505 GOOD             DCPW
 SW1651
 SW1651                          STATION DESCRIPTION
 SW1651
 SW1651'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1651'THE STATION IS APPROXIMATELY 17.5 MI (28.2 KM) WNW OF COULEE CITY, WA,
 SW1651'20 MI (32.2 KM) NE OF PALISADES, WA, AND 10.5 MI (16.9 KM) SOUTH OF
 SW1651'MANSFIELD, WA, IN THE SW 1/4 OF SECTION 14, T25N, R25E, WM, DOUGLAS
 SW1651'COUNTY, WA.
 SW1651'TO REACH STATION FROM THE POST OFFICE AND GENERAL STORE IN DOUGLAS,
 SW1651'WA, DRIVE EASTERLY ALONG HIGHWAY 2 17.23 MI (27.73 KM) TO THE
 SW1651'INTERSECTION OF THE JAMESON LAKE ROAD, A PAVED ROAD TO THE NORTH.
 SW1651'CONTINUE NORTH ALONG THE JAMESON LAKE ROAD 4.56 MI (7.34 KM) TO THE
 SW1651'STATION 21.4 FT (6.5 M) SE OF THE CENTERLINE OF THE ROAD, 89.9 FT
 SW1651'(27.4 M) S60W OF A GRADE WARNING SIGN, AND 1 FT (0.3 M) NW OF A
 SW1651'YELLOW WITNESS SIGN ON A REBAR POST.
 SW1651'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -63 FMK 1962 1797-
 SW1651'SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER, PROJECTING 0.3
 SW1651'FT (0.1 M) ABOVE THE SURROUNDING DIRT SURFACE. MONUMENT WAS
 SW1651'REINFORCED WITH A MASS OF CONCRETE BY DOUGLAS COUNTY PUBLIC WORKS.
 SW1651'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1651'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0223 ***********************************************************************
 SY0223  DESIGNATION -  63 RS USGS
 SY0223  PID         -  SY0223
 SY0223  STATE/COUNTY-  WA/ISLAND
 SY0223  USGS QUAD   -  MUKILTEO (1978)
 SY0223
 SY0223                         *CURRENT SURVEY CONTROL
 SY0223  ___________________________________________________________________
 SY0223* NAD 83(1986)-  47 57 44.     (N)    122 21 05.     (W)     SCALED    
 SY0223* NAVD 88     -         4.373  (meters)      14.35   (feet)  ADJUSTED  
 SY0223  ___________________________________________________________________
 SY0223  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 SY0223  DYNAMIC HT  -           4.374 (meters)      14.35  (feet)  COMP
 SY0223  MODELED GRAV-     980,796.2   (mgal)                       NAVD 88
 SY0223
 SY0223  VERT ORDER  -  FIRST     CLASS II
 SY0223
 SY0223.The horizontal coordinates were scaled from a topographic map and have
 SY0223.an estimated accuracy of +/- 6 seconds.
 SY0223
 SY0223.The orthometric height was determined by differential leveling
 SY0223.and adjusted by the National Geodetic Survey in June 1991..
 SY0223
 SY0223.The geoid height was determined by GEOID03.
 SY0223
 SY0223.The dynamic height is computed by dividing the NAVD 88
 SY0223.geopotential number by the normal gravity value computed on the
 SY0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0223.degrees latitude (g = 980.6199 gals.).
 SY0223
 SY0223.The modeled gravity was interpolated from observed gravity values.
 SY0223
 SY0223;                    North         East    Units  Estimated Accuracy
 SY0223;SPC WA N     -   108,100.      386,650.      MT  (+/- 180 meters Scaled)
 SY0223
 SY0223                          SUPERSEDED SURVEY CONTROL
 SY0223
 SY0223  NGVD 29 (??/??/??)    3.258  (m)           10.69   (f) ADJUSTED    1 2
 SY0223
 SY0223.Superseded values are not recommended for survey control.
 SY0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0223.See file dsdata.txt to determine how the superseded data were derived.
 SY0223
 SY0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU484123(NAD 83)
 SY0223_MARKER: DD = SURVEY DISK
 SY0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0223_STAMPING: 63 R S 11 1940
 SY0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0223+STABILITY: SURFACE MOTION
 SY0223
 SY0223  HISTORY     - Date     Condition        Report By
 SY0223  HISTORY     - 1940     MONUMENTED       USGS
 SY0223  HISTORY     - 1952     GOOD             CGS
 SY0223  HISTORY     - 1980     MARK NOT FOUND   NGS
 SY0223
 SY0223                          STATION DESCRIPTION
 SY0223
 SY0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SY0223'1.4 MI S FROM CLINTON.
 SY0223'0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 1D FROM THE POST OFFICE AT
 SY0223'CLINTON, THENCE 1.0 MILE SOUTH ALONG A COUNTY ASPHALT AND GRAVEL ROAD,
 SY0223'THENCE 0.25 MILE EAST ALONG A COUNTY GRADED ROAD TO JIM AND JOHNS
 SY0223'RESORT, ABOUT 130 YARDS WEST OF THE SHORE LINE OF POSSESSION SOUND,
 SY0223'70.1 FEET NORTH OF THE NORTHEAST CORNER OF A LARGE WHITE HOUSE, 60 1/2
 SY0223'FEET WEST OF POWER LINE POLE NO. 2, 33 FEET SOUTH OF THE APPROXIMATE
 SY0223'CENTER OF THE T JUNCTION OF A COUNTY ROAD AND A TRACK ROAD LEADING
 SY0223'SOUTH TO A GROUP OF CABINS, 25 FEET EAST OF THE CENTER LINE OF A
 SY0223'DRIVEWAY LEADING TO THE HOUSE, 23.1 FEET NORTHEAST OF THE EAST END OF
 SY0223'AN 8-INCH CONCRETE PIPE CULVERT UNDER THE DRIVEWAY, AND SET IN THE TOP
 SY0223'OF A CONCRETE POST FLUSH WITH THE GROUND.
 SY0223
 SY0223                          STATION RECOVERY (1980)
 SY0223
 SY0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SY0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1723 ***********************************************************************
 SA1723  DESIGNATION -  631
 SA1723  PID         -  SA1723
 SA1723  STATE/COUNTY-  WA/BENTON
 SA1723  USGS QUAD   -  RIVERLAND (1986)
 SA1723
 SA1723                         *CURRENT SURVEY CONTROL
 SA1723  ___________________________________________________________________
 SA1723* NAD 83(1986)-  46 32 15.     (N)    119 39 36.     (W)     SCALED    
 SA1723* NAVD 88     -       193.68   (+/-2cm)     635.4    (feet)  VERTCON   
 SA1723  ___________________________________________________________________
 SA1723  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SA1723
 SA1723  VERT ORDER  -  ? (See Below)
 SA1723
 SA1723.The horizontal coordinates were scaled from a topographic map and have
 SA1723.an estimated accuracy of +/- 6 seconds.
 SA1723
 SA1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1723.The vertical order pertains to the NGVD 29 superseded value.
 SA1723
 SA1723.The geoid height was determined by GEOID03.
 SA1723
 SA1723;                    North         East    Units  Estimated Accuracy
 SA1723;SPC WA S     -   134,190.      564,430.      MT  (+/- 180 meters Scaled)
 SA1723
 SA1723                          SUPERSEDED SURVEY CONTROL
 SA1723
 SA1723  NGVD 29 (??/??/92)  192.613  (m)          631.93   (f) ADJ UNCH    ?  
 SA1723
 SA1723.Superseded values are not recommended for survey control.
 SA1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1723.See file dsdata.txt to determine how the superseded data were derived.
 SA1723
 SA1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM960572(NAD 83)
 SA1723_MARKER: Z = SEE DESCRIPTION
 SA1723_SETTING: 0 = UNSPECIFIED SETTING
 SA1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1723
 SA1723  HISTORY     - Date     Condition        Report By
 SA1723  HISTORY     - UNK      MONUMENTED       USGS
 SA1723  HISTORY     - 1949     GOOD             NGS
 SA1723  HISTORY     - 1965     MARK NOT FOUND   USGS
 SA1723
 SA1723                          STATION DESCRIPTION
 SA1723
 SA1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1723'2.9 MI N FROM BENSON RANCH.
 SA1723'2.9 MILES NORTH ALONG A COUNTY GRADED ROAD FROM THE BENSON RANCH, 0.1
 SA1723'MILE SOUTH OF A TRACK ROAD CROSSING, ABOUT 150 YARDS SOUTH OF A SHARP
 SA1723'RISE, 29 FEET EAST OF THE CENTER LINE OF THE ROAD, 9.2 FEET WEST OF BM
 SA1723'E 322, 5.2 FEET WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 SA1723'ROAD, DRIVEN IN THE GROUND, AND PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SA1723
 SA1723                          STATION RECOVERY (1965)
 SA1723
 SA1723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA1723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0747 ***********************************************************************
 RZ0747  DESIGNATION -  639
 RZ0747  PID         -  RZ0747
 RZ0747  STATE/COUNTY-  WA/WHITMAN
 RZ0747  USGS QUAD   -  ALMOTA (1975)
 RZ0747
 RZ0747                         *CURRENT SURVEY CONTROL
 RZ0747  ___________________________________________________________________
 RZ0747* NAD 83(1986)-  46 39 44.     (N)    117 25 15.     (W)     SCALED    
 RZ0747* NAVD 88     -       195.92   (+/-2cm)     642.8    (feet)  VERTCON   
 RZ0747  ___________________________________________________________________
 RZ0747  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 RZ0747
 RZ0747  VERT ORDER  -  ? (See Below)
 RZ0747
 RZ0747.The horizontal coordinates were scaled from a topographic map and have
 RZ0747.an estimated accuracy of +/- 6 seconds.
 RZ0747
 RZ0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ0747.The vertical order pertains to the NGVD 29 superseded value.
 RZ0747
 RZ0747.The geoid height was determined by GEOID03.
 RZ0747
 RZ0747;                    North         East    Units  Estimated Accuracy
 RZ0747;SPC WA S     -   152,310.      735,580.      MT  (+/- 180 meters Scaled)
 RZ0747
 RZ0747                          SUPERSEDED SURVEY CONTROL
 RZ0747
 RZ0747  NGVD 29 (??/??/92)  194.877  (m)          639.36   (f) ADJ UNCH    ?  
 RZ0747
 RZ0747.Superseded values are not recommended for survey control.
 RZ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0747.See file dsdata.txt to determine how the superseded data were derived.
 RZ0747
 RZ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM678677(NAD 83)
 RZ0747_MARKER: Z = SEE DESCRIPTION
 RZ0747_SETTING: 80 = SET IN A BOULDER
 RZ0747_SP_SET: BOULDER
 RZ0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0747+STABILITY: SURFACE MOTION
 RZ0747
 RZ0747  HISTORY     - Date     Condition        Report By
 RZ0747  HISTORY     - UNK      MONUMENTED       DOD
 RZ0747  HISTORY     - 1945     GOOD             NGS
 RZ0747
 RZ0747                          STATION DESCRIPTION
 RZ0747
 RZ0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RZ0747'0.2 MI SE FROM CRAMPTON.
 RZ0747'0.2 MILE SOUTHEAST ALONG THE UNION PACIFIC (CAMAS PRAIRIE) RAILROAD
 RZ0747'FROM CRAMPTON, WHITMAN COUNTY, AT MILEAGE 39.85, 178 FEET SOUTH OF THE
 RZ0747'TRACK, 140 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 13 FEET EAST OF
 RZ0747'AN EAST-AND-WEST FENCE, AND IN THE TOP OF A BOULDER.  A 1-INCH PIPE
 RZ0747'FLANKED BY THE PAINTED LETTERS USE B.M. NO. 639.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0844 ***********************************************************************
 SA0844  DESIGNATION -  640 T
 SA0844  PID         -  SA0844
 SA0844  STATE/COUNTY-  WA/BENTON
 SA0844  USGS QUAD   -  WEBBER CANYON (1965)
 SA0844
 SA0844                         *CURRENT SURVEY CONTROL
 SA0844  ___________________________________________________________________
 SA0844* NAD 83(1986)-  46 13 13.     (N)    119 23 09.     (W)     SCALED    
 SA0844* NAVD 88     -       196.213  (meters)     643.74   (feet)  ADJUSTED  
 SA0844  ___________________________________________________________________
 SA0844  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SA0844  DYNAMIC HT  -         196.218 (meters)     643.76  (feet)  COMP
 SA0844  MODELED GRAV-     980,638.0   (mgal)                       NAVD 88
 SA0844
 SA0844  VERT ORDER  -  FIRST     CLASS II
 SA0844
 SA0844.The horizontal coordinates were scaled from a topographic map and have
 SA0844.an estimated accuracy of +/- 6 seconds.
 SA0844
 SA0844.The orthometric height was determined by differential leveling
 SA0844.and adjusted by the National Geodetic Survey in June 1991..
 SA0844
 SA0844.The geoid height was determined by GEOID03.
 SA0844
 SA0844.The dynamic height is computed by dividing the NAVD 88
 SA0844.geopotential number by the normal gravity value computed on the
 SA0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0844.degrees latitude (g = 980.6199 gals.).
 SA0844
 SA0844.The modeled gravity was interpolated from observed gravity values.
 SA0844
 SA0844;                    North         East    Units  Estimated Accuracy
 SA0844;SPC WA S     -    99,190.      585,960.      MT  (+/- 180 meters Scaled)
 SA0844
 SA0844                          SUPERSEDED SURVEY CONTROL
 SA0844
 SA0844  NGVD 29 (??/??/92)  195.168  (m)          640.31   (f) ADJ UNCH    1 2
 SA0844
 SA0844.Superseded values are not recommended for survey control.
 SA0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0844.See file dsdata.txt to determine how the superseded data were derived.
 SA0844
 SA0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM159212(NAD 83)
 SA0844_MARKER: P = PIPE CAP
 SA0844_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0844_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0844_STAMPING: ELEV 640.504 FT 640 T
 SA0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0844
 SA0844  HISTORY     - Date     Condition        Report By
 SA0844  HISTORY     - UNK      MONUMENTED       USGS
 SA0844  HISTORY     - 1962     GOOD             NGS
 SA0844
 SA0844                          STATION DESCRIPTION
 SA0844
 SA0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SA0844'1.7 MI NW FROM BADGER.
 SA0844'1.7 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0844'STATION AT BADGER, BENTON COUNTY, 31.7 FEET NORTHEAST OF MILEPOST 19,
 SA0844'58.5 FEET WEST-SOUTHWEST OF THE FIRST POLE NORTHEAST OF THE MILEPOST,
 SA0844'AT THE SOUTHEAST END OF A SMALL FILL, 41.8 FEET NORTHEAST OF THE
 SA0844'NORTHEAST RAIL, AND 8 INCHES NORTH OF A METAL WITNESS POST.  A UNITED
 SA0844'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED ELEV 640.504 FT 640 T
 SA0844'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 FOOT
 SA0844'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2493 ***********************************************************************
 SA2493  CBN         -  This is a Cooperative Base Network Control Station.
 SA2493  DESIGNATION -  64+13.69
 SA2493  PID         -  SA2493
 SA2493  STATE/COUNTY-  WA/WHITMAN
 SA2493  USGS QUAD   -  STARBUCK EAST (1981)
 SA2493
 SA2493                         *CURRENT SURVEY CONTROL
 SA2493  ___________________________________________________________________
 SA2493* NAD 83(1998)-  46 35 10.16780(N)    118 01 38.92342(W)     ADJUSTED  
 SA2493* NAVD 88     -       199.36   (+/-2cm)     654.1    (feet)  VERTCON   
 SA2493  ___________________________________________________________________
 SA2493  X           -  -2,063,470.079 (meters)                     COMP
 SA2493  Y           -  -3,876,336.758 (meters)                     COMP
 SA2493  Z           -   4,610,397.676 (meters)                     COMP
 SA2493  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 SA2493  ELLIP HEIGHT-         178.71  (meters)          (07/03/01) GPS OBS
 SA2493  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 SA2493
 SA2493  HORZ ORDER  -  B
 SA2493  VERT ORDER  -  THIRD ? (See Below)
 SA2493  ELLP ORDER  -  FIFTH     CLASS I
 SA2493
 SA2493.The horizontal coordinates were established by GPS observations
 SA2493.and adjusted by the National Geodetic Survey in July 2001..
 SA2493.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA2493.DATUM ITEM on the data sheet items page.
 SA2493
 SA2493.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2493.The vertical order pertains to the NGVD 29 superseded value.
 SA2493
 SA2493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA2493
 SA2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2493
 SA2493.The ellipsoidal height was determined by GPS observations
 SA2493.and is referenced to NAD 83.
 SA2493
 SA2493.The geoid height was determined by GEOID03.
 SA2493
 SA2493;                    North         East     Units Scale Factor Converg.
 SA2493;SPC WA S     -   142,220.723   689,449.919   MT  0.99991460   +1 47 45.7
 SA2493;SPC WA S     -   466,602.49  2,261,970.28   sFT  0.99991460   +1 47 45.7
 SA2493;UTM  11      - 5,159,689.714   421,284.468   MT  0.99967616   -0 44 47.1
 SA2493
 SA2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2493!SPC WA S     -   0.99997199  x   0.99991460  =   0.99988659
 SA2493!UTM  11      -   0.99997199  x   0.99967616  =   0.99964816
 SA2493
 SA2493                          SUPERSEDED SURVEY CONTROL
 SA2493
 SA2493  NAD 83(1991)-  46 35 10.16636(N)    118 01 38.92348(W) AD(       ) B
 SA2493  ELLIP H (05/29/91)  178.79   (m)                       GP(       ) 4 1
 SA2493  NGVD 29 (05/29/91)  198.40   (m)          650.9    (f) LEVELING    3  
 SA2493
 SA2493.Superseded values are not recommended for survey control.
 SA2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2493.See file dsdata.txt to determine how the superseded data were derived.
 SA2493
 SA2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM2128459690(NAD 83)
 SA2493_MARKER: DD = SURVEY DISK
 SA2493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA2493_SP_SET: DRILL HOLE IN DAM DECK
 SA2493_STAMPING: 64+13.69 1974
 SA2493_MARK LOGO: USE   
 SA2493_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2493+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1990
 SA2493
 SA2493  HISTORY     - Date     Condition        Report By
 SA2493  HISTORY     - 1989     MONUMENTED       NGS
 SA2493  HISTORY     - 19901130 GOOD             NGS
 SA2493
 SA2493                          STATION DESCRIPTION
 SA2493
 SA2493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SA2493'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) NORTHEAST OF PRESCOTT,
 SA2493'35.4 KM (22.0 MI) WEST-NORTHWEST OF POMEROY, 30.6 KM (19.0 MI) NORTH
 SA2493'OF DAYTON, 19.3 KM (12.0 MI) SOUTH-SOUTHEAST OF HOOPER AND AT THE
 SA2493'LITTLE GOOSE DAM OPERATED BY THE U.S. ARMY CORPS OF ENGINEERS.  PHONE
 SA2493'509-399-2233 FOR KEY.
 SA2493'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF MAIN STREET AND
 SA2493'BAXTER STREET IN STARBUCK, GO NORTH ON MAIN STREET FOR 0.16 KM
 SA2493'(0.10 MI) TO THE JUNCTION  OF STATE HIGHWAY 261.  TURN LEFT AND GO
 SA2493'WESTERLY ON HIGHWAY 261 FOR 0.97 KM (0.60 MI) TO A SIDE ROAD RIGHT,
 SA2493'AND A SIGN, LITTLE GOOSE DAM.  TURN RIGHT AND GO NORTHEASTERLY UPHILL
 SA2493'FOR 13.52 KM (8.40 MI) TO A SIGN, LITTLE GOOSE DAM.  CONTINUE AHEAD
 SA2493'ON THE MAIN ROAD FOR 0.97 KM (0.60 MI) TO THE SOUTH END OF THE DAM.
 SA2493'TURN LEFT AND GO NORTH ACROSS THE DAM FOR 0.48 KM (0.30 MI) TO THE
 SA2493'STATION ON THE RIGHT.
 SA2493'THE MARK IS SET IN A DRILL HOLE ON THE DECK OF THE DAM.  LOCATED 14.6
 SA2493'M (47.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE TOWER,
 SA2493'6.7 M (22.0 FT) WEST OF THE EAST GUARD RAIL, 6.1 M (20.0 FT) EAST OF
 SA2493'THE WEST GUARD RAIL AND 1.5 M (4.9 FT) NORTHWEST OF A SPEED LIMIT
 SA2493'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0012 ***********************************************************************
 SA0012  DESIGNATION -  645
 SA0012  PID         -  SA0012
 SA0012  STATE/COUNTY-  WA/COLUMBIA
 SA0012  USGS QUAD   -  STARBUCK WEST (1981)
 SA0012
 SA0012                         *CURRENT SURVEY CONTROL
 SA0012  ___________________________________________________________________
 SA0012* NAD 83(1986)-  46 30 59.     (N)    118 07 38.     (W)     SCALED    
 SA0012* NAVD 88     -       197.561  (meters)     648.16   (feet)  ADJUSTED  
 SA0012  ___________________________________________________________________
 SA0012  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 SA0012  DYNAMIC HT  -         197.564 (meters)     648.17  (feet)  COMP
 SA0012  MODELED GRAV-     980,626.5   (mgal)                       NAVD 88
 SA0012
 SA0012  VERT ORDER  -  SECOND    CLASS 0
 SA0012
 SA0012.The horizontal coordinates were scaled from a topographic map and have
 SA0012.an estimated accuracy of +/- 6 seconds.
 SA0012
 SA0012.The orthometric height was determined by differential leveling
 SA0012.and adjusted by the National Geodetic Survey in June 1991..
 SA0012
 SA0012.The geoid height was determined by GEOID03.
 SA0012
 SA0012.The dynamic height is computed by dividing the NAVD 88
 SA0012.geopotential number by the normal gravity value computed on the
 SA0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0012.degrees latitude (g = 980.6199 gals.).
 SA0012
 SA0012.The modeled gravity was interpolated from observed gravity values.
 SA0012
 SA0012;                    North         East    Units  Estimated Accuracy
 SA0012;SPC WA S     -   134,240.      682,040.      MT  (+/- 180 meters Scaled)
 SA0012
 SA0012                          SUPERSEDED SURVEY CONTROL
 SA0012
 SA0012  NGVD 29 (??/??/92)  196.624  (m)          645.09   (f) ADJ UNCH    2 0
 SA0012
 SA0012.Superseded values are not recommended for survey control.
 SA0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0012.See file dsdata.txt to determine how the superseded data were derived.
 SA0012
 SA0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM135520(NAD 83)
 SA0012_MARKER: P = PIPE CAP
 SA0012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0012_STAMPING: 645 WASH 1915
 SA0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA0012+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 SA0012
 SA0012  HISTORY     - Date     Condition        Report By
 SA0012  HISTORY     - 1915     MONUMENTED       USGS
 SA0012  HISTORY     - 1934     GOOD             NGS
 SA0012  HISTORY     - 1945     POOR             NGS
 SA0012  HISTORY     - 20060602 GOOD             GEOCAC
 SA0012  HISTORY     - 20060602 POOR             GEOCAC
 SA0012
 SA0012                          STATION DESCRIPTION
 SA0012
 SA0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SA0012'IN STARBUCK.
 SA0012'AT STARBUCK, ON THE UNION PACIFIC RAILROAD, IN THE PUBLIC SCHOOLYARD,
 SA0012'47.7 FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 160
 SA0012'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 91.5 FEET SOUTH OF THE
 SA0012'CENTERLINE OF AN EAST-AND-WEST STREET.  RIVATED ON THE TOP OF A 3-1/2
 SA0012'INCH IRON PIPE.
 SA0012
 SA0012                          STATION RECOVERY (1945)
 SA0012
 SA0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 SA0012'MARK RECOVERED IN POOR CONDITION.
 SA0012
 SA0012                          STATION RECOVERY (2006)
 SA0012
 SA0012'RECOVERY NOTE BY GEOCACHING 2006 (MI)
 SA0012'IT'S SLIGHTLY TILTED
 SA0012
 SA0012                          STATION RECOVERY (2006)
 SA0012
 SA0012'RECOVERY NOTE BY GEOCACHING 2006 (BB)
 SA0012'RECOVERED IN MY UNCLES YARD WHO NOW OWNS THE OLD STARBUCK SCHOOLHOUSE.
 SA0012' 
 SA0012'THE PIPECAP IS STILL VIEWABLE YOU CAN STILL READ IT.
 SA0012'HOWEVER IT IS LEANING SLIGHTLY WHICH IS THE REASON I MARKED IT IN POOR
 SA0012'CONDITION. THE ORIGINAL CORDS TOOK ME BEHIND HIS GYM TOWARDS THE
 SA0012'TUCANNON RIVER. MORE CURRENT CORDS ARE N46 31.008 W118 07.629
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0701 ***********************************************************************
 TP0701  DESIGNATION -  6459.2
 TP0701  PID         -  TP0701
 TP0701  STATE/COUNTY-  WA/OKANOGAN
 TP0701  USGS QUAD   -  TIFFANY MOUNTAIN (1989)
 TP0701
 TP0701                         *CURRENT SURVEY CONTROL
 TP0701  ___________________________________________________________________
 TP0701* NAD 83(1986)-  48 43 39.     (N)    119 55 34.     (W)     SCALED    
 TP0701* NAVD 88     -      1970.459  (meters)    6464.75   (feet)  ADJUSTED  
 TP0701  ___________________________________________________________________
 TP0701  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 TP0701  DYNAMIC HT  -        1970.259 (meters)    6464.09  (feet)  COMP
 TP0701  MODELED GRAV-     980,437.1   (mgal)                       NAVD 88
 TP0701
 TP0701  VERT ORDER  -  SECOND    CLASS 0
 TP0701
 TP0701.The horizontal coordinates were scaled from a topographic map and have
 TP0701.an estimated accuracy of +/- 6 seconds.
 TP0701
 TP0701.The orthometric height was determined by differential leveling
 TP0701.and adjusted by the National Geodetic Survey in June 1991..
 TP0701
 TP0701.The geoid height was determined by GEOID03.
 TP0701
 TP0701.The dynamic height is computed by dividing the NAVD 88
 TP0701.geopotential number by the normal gravity value computed on the
 TP0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0701.degrees latitude (g = 980.6199 gals.).
 TP0701
 TP0701.The modeled gravity was interpolated from observed gravity values.
 TP0701
 TP0701;                    North         East    Units  Estimated Accuracy
 TP0701;SPC WA N     -   192,470.      566,740.      MT  (+/- 180 meters Scaled)
 TP0701
 TP0701                          SUPERSEDED SURVEY CONTROL
 TP0701
 TP0701  NGVD 29 (??/??/92) 1968.942  (m)         6459.77   (f) ADJ UNCH    2 0
 TP0701
 TP0701.Superseded values are not recommended for survey control.
 TP0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0701.See file dsdata.txt to determine how the superseded data were derived.
 TP0701
 TP0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ848012(NAD 83)
 TP0701_MARKER: Q = CHISELED SQUARE
 TP0701_SETTING: 80 = SET IN A BOULDER
 TP0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0701+STABILITY: SURFACE MOTION
 TP0701
 TP0701  HISTORY     - Date     Condition        Report By
 TP0701  HISTORY     - UNK      MONUMENTED       USGS
 TP0701  HISTORY     - 1959     GOOD             NGS
 TP0701
 TP0701                          STATION DESCRIPTION
 TP0701
 TP0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0701'33.85 MI NE FROM WINTHROP.
 TP0701'6.6 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 TP0701'WINTHROP, THENCE 25.5 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE 1.75
 TP0701'MILES NORTH ALONG A GRAVEL ROAD, ON TOP OF A 5-BY 6-FOOT GRANITE
 TP0701'BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 21 FEET
 TP0701'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 7 1/2 FEET NORTHEAST OF A
 TP0701'12-INCH FIR TREE BEARING A TAG STAMPED 6459.2, AND ABOUT LEVEL WITH
 TP0701'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0096 ***********************************************************************
 SX0096  DESIGNATION -  646.1
 SX0096  PID         -  SX0096
 SX0096  STATE/COUNTY-  WA/CHELAN
 SX0096  USGS QUAD   -  WENATCHEE (1987)
 SX0096
 SX0096                         *CURRENT SURVEY CONTROL
 SX0096  ___________________________________________________________________
 SX0096* NAD 83(1986)-  47 25 52.     (N)    120 18 52.     (W)     SCALED    
 SX0096* NAVD 88     -       197.704  (meters)     648.63   (feet)  ADJUSTED  
 SX0096  ___________________________________________________________________
 SX0096  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SX0096  DYNAMIC HT  -         197.722 (meters)     648.69  (feet)  COMP
 SX0096  MODELED GRAV-     980,703.8   (mgal)                       NAVD 88
 SX0096
 SX0096  VERT ORDER  -  FIRST     CLASS II
 SX0096
 SX0096.The horizontal coordinates were scaled from a topographic map and have
 SX0096.an estimated accuracy of +/- 6 seconds.
 SX0096
 SX0096.The orthometric height was determined by differential leveling
 SX0096.and adjusted by the National Geodetic Survey in June 1991..
 SX0096
 SX0096.The geoid height was determined by GEOID03.
 SX0096
 SX0096.The dynamic height is computed by dividing the NAVD 88
 SX0096.geopotential number by the normal gravity value computed on the
 SX0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0096.degrees latitude (g = 980.6199 gals.).
 SX0096
 SX0096.The modeled gravity was interpolated from observed gravity values.
 SX0096
 SX0096;                    North         East    Units  Estimated Accuracy
 SX0096;SPC WA N     -    48,060.      539,150.      MT  (+/- 180 meters Scaled)
 SX0096
 SX0096                          SUPERSEDED SURVEY CONTROL
 SX0096
 SX0096  NGVD 29 (??/??/92)  196.570  (m)          644.91   (f) ADJ UNCH    1 2
 SX0096
 SX0096.Superseded values are not recommended for survey control.
 SX0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0096.See file dsdata.txt to determine how the superseded data were derived.
 SX0096
 SX0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT025565(NAD 83)
 SX0096_MARKER: Q = CHISELED SQUARE
 SX0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0096_SP_SET: CONCRETE BASE
 SX0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0096
 SX0096  HISTORY     - Date     Condition        Report By
 SX0096  HISTORY     - UNK      MONUMENTED       USGS
 SX0096  HISTORY     - 1944     GOOD             NGS
 SX0096  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0096
 SX0096                          STATION DESCRIPTION
 SX0096
 SX0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX0096'0.8 MI NW FROM WENATCHEE.
 SX0096'0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SX0096'AT WENATCHEE, CHELAN COUNTY, 420 FEET SOUTH OF SIGNAL LIGHT 1651.0,
 SX0096'NEAR THE UNION OIL CO. PROPERTY, AT THE END OF A SIDING, ON THE
 SX0096'SOUTHEAST CORNER OF THE CONCRETE BASE OF THE BUMPER, 2 FEET FROM THE
 SX0096'SOUTH FACE OF THE BASE, AND 0.5 FOOT FROM THE EAST FACE.  A 2-INCH
 SX0096'CHISELED SQUARE.
 SX0096
 SX0096                          STATION RECOVERY (1982)
 SX0096
 SX0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0096'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0132 ***********************************************************************
 SX0132  DESIGNATION -  651 T
 SX0132  PID         -  SX0132
 SX0132  STATE/COUNTY-  WA/CHELAN
 SX0132  USGS QUAD   -  ROCK ISLAND (1975)
 SX0132
 SX0132                         *CURRENT SURVEY CONTROL
 SX0132  ___________________________________________________________________
 SX0132* NAD 83(1998)-  47 22 32.65645(N)    120 13 58.21188(W)     ADJUSTED  
 SX0132* NAVD 88     -       199.525  (meters)     654.61   (feet)  POSTED    
 SX0132  ___________________________________________________________________
 SX0132  X           -  -2,178,793.717 (meters)                     COMP
 SX0132  Y           -  -3,738,612.336 (meters)                     COMP
 SX0132  Z           -   4,670,285.499 (meters)                     COMP
 SX0132  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 SX0132  ELLIP HEIGHT-         179.84  (meters)          (07/05/01) GPS OBS
 SX0132  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 SX0132  DYNAMIC HT  -         199.540 (meters)     654.66  (feet)  COMP
 SX0132  MODELED GRAV-     980,702.3   (mgal)                       NAVD 88
 SX0132
 SX0132  HORZ ORDER  -  FIRST
 SX0132  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SX0132  ELLP ORDER  -  FOURTH    CLASS II
 SX0132
 SX0132.The horizontal coordinates were established by GPS observations
 SX0132.and adjusted by the National Geodetic Survey in July 2001..
 SX0132.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX0132.DATUM ITEM on the data sheet items page.
 SX0132
 SX0132.The orthometric height was determined by differential leveling
 SX0132.and adjusted by the National Geodetic Survey in 1992..
 SX0132.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SX0132.rate of 1.1 thru 2.0 mm/km.
 SX0132
 SX0132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX0132
 SX0132.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0132
 SX0132.The ellipsoidal height was determined by GPS observations
 SX0132.and is referenced to NAD 83.
 SX0132
 SX0132.The geoid height was determined by GEOID03.
 SX0132
 SX0132.The dynamic height is computed by dividing the NAVD 88
 SX0132.geopotential number by the normal gravity value computed on the
 SX0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0132.degrees latitude (g = 980.6199 gals.).
 SX0132
 SX0132.The modeled gravity was interpolated from observed gravity values.
 SX0132
 SX0132;                    North         East     Units Scale Factor Converg.
 SX0132;SPC WA N     -    41,952.529   545,350.907   MT  1.00002550   +0 26 49.5
 SX0132;SPC WA N     -   137,639.26  1,789,205.43   sFT  1.00002550   +0 26 49.5
 SX0132;UTM  10      - 5,250,632.892   708,889.170   MT  1.00013627   +2 02 12.6
 SX0132
 SX0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0132!SPC WA N     -   0.99997181  x   1.00002550  =   0.99999731
 SX0132!UTM  10      -   0.99997181  x   1.00013627  =   1.00010808
 SX0132
 SX0132                          SUPERSEDED SURVEY CONTROL
 SX0132
 SX0132  NAD 83(1991)-  47 22 32.65513(N)    120 13 58.21273(W) AD(       ) 1
 SX0132  ELLIP H (12/10/93)  179.96   (m)                       GP(       ) 3 2
 SX0132  NGVD 29 (??/??/92)  198.391  (m)          650.89   (f) ADJ UNCH    1 2
 SX0132
 SX0132.Superseded values are not recommended for survey control.
 SX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0132.See file dsdata.txt to determine how the superseded data were derived.
 SX0132
 SX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0888950633(NAD 83)
 SX0132_MARKER: DB = BENCH MARK DISK
 SX0132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0132_SP_SET: METAL PIPE IN CONCRETE
 SX0132_STAMPING: 651 T
 SX0132_MARK LOGO: USGS  
 SX0132_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0132+STABILITY: POSITION/ELEVATION WELL
 SX0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX0132+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1993
 SX0132
 SX0132  HISTORY     - Date     Condition        Report By
 SX0132  HISTORY     - 1933     MONUMENTED       USGS
 SX0132  HISTORY     - 1944     GOOD             NGS
 SX0132  HISTORY     - 1962     GOOD             NGS
 SX0132  HISTORY     - 19930415 GOOD             DCPW
 SX0132
 SX0132                          STATION DESCRIPTION
 SX0132
 SX0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX0132'5.2 MI SE FROM WENATCHEE.
 SX0132'5.2 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM WENATCHEE,
 SX0132'CHELAN COUNTY, 6 FEET SOUTHWEST OF MILEPOST 1645, AND 42 FEET
 SX0132'SOUTHWEST OF A ROCK 6 FEET HIGH.  A UNITED STATES GEOLOGICAL SURVEY
 SX0132'STANDARD CAP, STAMPED 651 T AND RIVETED ON THE TOP OF A 3-INCH IRON
 SX0132'PIPE.
 SX0132
 SX0132                          STATION RECOVERY (1962)
 SX0132
 SX0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SX0132'RECOVERED IN GOOD CONDITION.
 SX0132
 SX0132                          STATION RECOVERY (1993)
 SX0132
 SX0132'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4325 ***********************************************************************
 RD4325  DESIGNATION -  6511
 RD4325  PID         -  RD4325
 RD4325  STATE/COUNTY-  WA/CLARK
 RD4325  USGS QUAD   -  VANCOUVER (1990)
 RD4325
 RD4325                         *CURRENT SURVEY CONTROL
 RD4325  ___________________________________________________________________
 RD4325* NAD 83(1986)-  45 39 32.     (N)    122 44 06.     (W)     SCALED    
 RD4325* NAVD 88     -         8.37   (meters)      27.5    (feet)  N HEIGHT  
 RD4325  ___________________________________________________________________
 RD4325  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD4325  DYNAMIC HT  -           8.37  (meters)      27.5   (feet)  COMP
 RD4325  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 RD4325
 RD4325  VERT ORDER  -  THIRD
 RD4325
 RD4325.The horizontal coordinates were scaled from a topographic map and have
 RD4325.an estimated accuracy of +/- 6 seconds.
 RD4325
 RD4325.The orthometric height was determined by differential leveling
 RD4325.and adjusted by the National Geodetic Survey in October 1996..
 RD4325.The height was determined by precise leveling from only one NSRS
 RD4325.bench mark.  This was not adequate "tie leveling" to NSRS and was
 RD4325.allowed ONLY to validate the GPS-derived height.
 RD4325
 RD4325.The geoid height was determined by GEOID03.
 RD4325
 RD4325.The dynamic height is computed by dividing the NAVD 88
 RD4325.geopotential number by the normal gravity value computed on the
 RD4325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4325.degrees latitude (g = 980.6199 gals.).
 RD4325
 RD4325.The modeled gravity was interpolated from observed gravity values.
 RD4325
 RD4325;                    North         East    Units  Estimated Accuracy
 RD4325;SPC WA S     -    38,650.      325,820.      MT  (+/- 180 meters Scaled)
 RD4325
 RD4325                          SUPERSEDED SURVEY CONTROL
 RD4325
 RD4325.No superseded survey control is available for this station.
 RD4325
 RD4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER206561(NAD 83)
 RD4325_MARKER: DB = BENCH MARK DISK
 RD4325_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4325_SP_SET: PREFAB CONC. POST IN EARTH
 RD4325_STAMPING: BM 6511  1989
 RD4325_MARK LOGO: WA-011
 RD4325_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4325
 RD4325  HISTORY     - Date     Condition        Report By
 RD4325  HISTORY     - 1989     MONUMENTED       WA-011
 RD4325  HISTORY     - 20040529 POOR             USPSQD
 RD4325  HISTORY     - 20060627 MARK NOT FOUND   USPSQD
 RD4325
 RD4325                          STATION DESCRIPTION
 RD4325
 RD4325'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4325'WEST OF CITY OF VANCOUVER, ON SOUTHWEST SIDE OF LOWER RIVER ROAD,
 RD4325'APPROX. 3.52 KM (2.19 MI) NORTH OF THE INTERSECTION OF LOWER RIVER
 RD4325'ROAD AND WEST 26TH STREET, 42.9 FT. WEST OF A WSDOT BOXED MONUMENT AT
 RD4325'CENTERLINE STATION 50+00, 26.2 FT. SOUTHWEST OF CENTERLINE OF LOWER
 RD4325'RIVER ROAD, SET CONCRETE MONUMENT WITH 2 INCH BRASS DISK. SET STEEL
 RD4325'FENCE POST WITH WITNESS POST TAG NORTHWEST OF BENCHMARK.DATUM POINT
 RD4325'IS TOP OF 3/16 INCH DIAMETER DOMED BRASS SCREW HEAD IN CENTER OF
 RD4325'BRASS DISK.
 RD4325
 RD4325                          STATION RECOVERY (2004)
 RD4325
 RD4325'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4325'THE CONCRETE MONUMENT WAS LOCATED BUT THE BRASS DISK IS MISSING.
 RD4325'LOCATION APPEARS RIGHT BUT UNABLE TO CONFIRM WITHOUT DISK.
 RD4325
 RD4325                          STATION RECOVERY (2006)
 RD4325
 RD4325'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4325'POST IS NOW MISSING AS WELL AS THE MARKER. STATION SHOULD BE
 RD4325'CONSIDERED LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1144 ***********************************************************************
 RB1144  DESIGNATION -  656
 RB1144  PID         -  RB1144
 RB1144  STATE/COUNTY-  WA/KLICKITAT
 RB1144  USGS QUAD   -  PHINNY HILL (1993)
 RB1144
 RB1144                         *CURRENT SURVEY CONTROL
 RB1144  ___________________________________________________________________
 RB1144* NAD 83(1986)-  45 53 41.     (N)    119 54 20.     (W)     SCALED    
 RB1144* NAVD 88     -       201.326  (meters)     660.52   (feet)  ADJUSTED  
 RB1144  ___________________________________________________________________
 RB1144  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 RB1144  DYNAMIC HT  -         201.325 (meters)     660.51  (feet)  COMP
 RB1144  MODELED GRAV-     980,606.4   (mgal)                       NAVD 88
 RB1144
 RB1144  VERT ORDER  -  SECOND    CLASS 0
 RB1144
 RB1144.The horizontal coordinates were scaled from a topographic map and have
 RB1144.an estimated accuracy of +/- 6 seconds.
 RB1144
 RB1144.The orthometric height was determined by differential leveling
 RB1144.and adjusted by the National Geodetic Survey in June 1991..
 RB1144
 RB1144.The geoid height was determined by GEOID03.
 RB1144
 RB1144.The dynamic height is computed by dividing the NAVD 88
 RB1144.geopotential number by the normal gravity value computed on the
 RB1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1144.degrees latitude (g = 980.6199 gals.).
 RB1144
 RB1144.The modeled gravity was interpolated from observed gravity values.
 RB1144
 RB1144;                    North         East    Units  Estimated Accuracy
 RB1144;SPC WA S     -    62,570.      546,130.      MT  (+/- 180 meters Scaled)
 RB1144
 RB1144                          SUPERSEDED SURVEY CONTROL
 RB1144
 RB1144  NGVD 29 (??/??/92)  200.308  (m)          657.18   (f) ADJ UNCH    2 0
 RB1144
 RB1144.Superseded values are not recommended for survey control.
 RB1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1144.See file dsdata.txt to determine how the superseded data were derived.
 RB1144
 RB1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL745864(NAD 83)
 RB1144_MARKER: P = PIPE CAP
 RB1144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB1144_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB1144_STAMPING: 656
 RB1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1144
 RB1144  HISTORY     - Date     Condition        Report By
 RB1144  HISTORY     - UNK      MONUMENTED       USGS
 RB1144  HISTORY     - 1944     GOOD             NGS
 RB1144  HISTORY     - 19850716 MARK NOT FOUND   NGS
 RB1144
 RB1144                          STATION DESCRIPTION
 RB1144
 RB1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RB1144'5.4 MI N FROM ALDERDALE.
 RB1144'LOCATED 5.2 MILES NORTH ALONG THE ALDERDALE-MABTON ROAD FROM THE POST
 RB1144'OFFICE AT ALDERDALE, 0.2 MILE EAST ALONG THE SECTION LINE FENCE, 34
 RB1144'FEET WEST OF CENTERLINE OF THE OLD ABANDONED ROAD, 22.6 FEET WEST OF
 RB1144'THE WEST GATE POST, 1.8 FEET EAST OF REFERENCE POST, IN SECTION LINE
 RB1144'FENCE.  BENCH MARK CAP RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 RB1144'PROJECTING 1.5 FEET ABOVE THE GROUND.
 RB1144
 RB1144                          STATION RECOVERY (1985)
 RB1144
 RB1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RB1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0754 ***********************************************************************
 RZ0754  DESIGNATION -  657
 RZ0754  PID         -  RZ0754
 RZ0754  STATE/COUNTY-  WA/WHITMAN
 RZ0754  USGS QUAD   -  ALMOTA (1975)
 RZ0754
 RZ0754                         *CURRENT SURVEY CONTROL
 RZ0754  ___________________________________________________________________
 RZ0754* NAD 83(1986)-  46 37 57.     (N)    117 22 43.     (W)     SCALED    
 RZ0754* NAVD 88     -       201.359  (meters)     660.63   (feet)  ADJUSTED  
 RZ0754  ___________________________________________________________________
 RZ0754  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 RZ0754  DYNAMIC HT  -         201.341 (meters)     660.57  (feet)  COMP
 RZ0754  MODELED GRAV-     980,523.2   (mgal)                       NAVD 88
 RZ0754
 RZ0754  VERT ORDER  -  SECOND    CLASS 0
 RZ0754
 RZ0754.The horizontal coordinates were scaled from a topographic map and have
 RZ0754.an estimated accuracy of +/- 6 seconds.
 RZ0754
 RZ0754.The orthometric height was determined by differential leveling
 RZ0754.and adjusted by the National Geodetic Survey in June 1991..
 RZ0754
 RZ0754.The geoid height was determined by GEOID03.
 RZ0754
 RZ0754.The dynamic height is computed by dividing the NAVD 88
 RZ0754.geopotential number by the normal gravity value computed on the
 RZ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0754.degrees latitude (g = 980.6199 gals.).
 RZ0754
 RZ0754.The modeled gravity was interpolated from observed gravity values.
 RZ0754
 RZ0754;                    North         East    Units  Estimated Accuracy
 RZ0754;SPC WA S     -   149,130.      738,940.      MT  (+/- 180 meters Scaled)
 RZ0754
 RZ0754                          SUPERSEDED SURVEY CONTROL
 RZ0754
 RZ0754  NGVD 29 (??/??/92)  200.275  (m)          657.07   (f) ADJ UNCH    2 0
 RZ0754
 RZ0754.Superseded values are not recommended for survey control.
 RZ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0754.See file dsdata.txt to determine how the superseded data were derived.
 RZ0754
 RZ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM710643(NAD 83)
 RZ0754_MARKER: P = PIPE CAP
 RZ0754_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RZ0754_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RZ0754_STAMPING: 657
 RZ0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0754
 RZ0754  HISTORY     - Date     Condition        Report By
 RZ0754  HISTORY     - UNK      MONUMENTED       USGS
 RZ0754  HISTORY     - 1952     GOOD             NGS
 RZ0754  HISTORY     - 1974     GOOD             NGS
 RZ0754
 RZ0754                          STATION DESCRIPTION
 RZ0754
 RZ0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0754'IN WAWAWAI.
 RZ0754'AT WAWAWAI, AT THE CAMAS PRAIRIE RAILROAD STATION, 119 FEET EAST OF
 RZ0754'THE EAST RAIL, 111 FEET EAST OF THE SOUTH END OF RAILROAD TRESTLE NO.
 RZ0754'42.86, 12 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, 7.0
 RZ0754'FEET WEST OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, ABOUT 7 FEET
 RZ0754'LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 RZ0754'PROJECTING 1.0 FOOT ABOVE THE GROUND.
 RZ0754
 RZ0754                          STATION RECOVERY (1974)
 RZ0754
 RZ0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RZ0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0700 ***********************************************************************
 TP0700  DESIGNATION -  6577.7
 TP0700  PID         -  TP0700
 TP0700  STATE/COUNTY-  WA/OKANOGAN
 TP0700  USGS QUAD   -  TIFFANY MOUNTAIN (1989)
 TP0700
 TP0700                         *CURRENT SURVEY CONTROL
 TP0700  ___________________________________________________________________
 TP0700* NAD 83(1986)-  48 43 53.     (N)    119 55 44.     (W)     SCALED    
 TP0700* NAVD 88     -      2006.614  (meters)    6583.37   (feet)  ADJUSTED  
 TP0700  ___________________________________________________________________
 TP0700  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 TP0700  DYNAMIC HT  -        2006.410 (meters)    6582.70  (feet)  COMP
 TP0700  MODELED GRAV-     980,435.0   (mgal)                       NAVD 88
 TP0700
 TP0700  VERT ORDER  -  SECOND    CLASS 0
 TP0700
 TP0700.The horizontal coordinates were scaled from a topographic map and have
 TP0700.an estimated accuracy of +/- 6 seconds.
 TP0700
 TP0700.The orthometric height was determined by differential leveling
 TP0700.and adjusted by the National Geodetic Survey in June 1991..
 TP0700
 TP0700.The geoid height was determined by GEOID03.
 TP0700
 TP0700.The dynamic height is computed by dividing the NAVD 88
 TP0700.geopotential number by the normal gravity value computed on the
 TP0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0700.degrees latitude (g = 980.6199 gals.).
 TP0700
 TP0700.The modeled gravity was interpolated from observed gravity values.
 TP0700
 TP0700;                    North         East    Units  Estimated Accuracy
 TP0700;SPC WA N     -   192,900.      566,530.      MT  (+/- 180 meters Scaled)
 TP0700
 TP0700                          SUPERSEDED SURVEY CONTROL
 TP0700
 TP0700  NGVD 29 (??/??/92) 2005.098  (m)         6578.39   (f) ADJ UNCH    2 0
 TP0700
 TP0700.Superseded values are not recommended for survey control.
 TP0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0700.See file dsdata.txt to determine how the superseded data were derived.
 TP0700
 TP0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ846017(NAD 83)
 TP0700_MARKER: Q = CHISELED SQUARE
 TP0700_SETTING: 80 = SET IN A BOULDER
 TP0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0700+STABILITY: SURFACE MOTION
 TP0700
 TP0700  HISTORY     - Date     Condition        Report By
 TP0700  HISTORY     - UNK      MONUMENTED       USGS
 TP0700  HISTORY     - 1959     GOOD             NGS
 TP0700
 TP0700                          STATION DESCRIPTION
 TP0700
 TP0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0700'34.35 MI NE FROM WINTHROP.
 TP0700'6.6 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 TP0700'WINTHROP, THENCE 25.5 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE 2.25
 TP0700'MILES NORTH ALONG A GRAVEL ROAD, AT THE SUMMIT OF A GRADE, ON TOP OF A
 TP0700'4-BY 5-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE
 TP0700'GROUND, 29 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 1/2
 TP0700'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0158 ***********************************************************************
 SX0158  DESIGNATION -  658.6
 SX0158  PID         -  SX0158
 SX0158  STATE/COUNTY-  WA/CHELAN
 SX0158  USGS QUAD   -  WENATCHEE (1987)
 SX0158
 SX0158                         *CURRENT SURVEY CONTROL
 SX0158  ___________________________________________________________________
 SX0158* NAD 83(1986)-  47 27 40.     (N)    120 19 53.     (W)     SCALED    
 SX0158* NAVD 88     -       201.52   (+/-2cm)     661.2    (feet)  VERTCON   
 SX0158  ___________________________________________________________________
 SX0158  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 SX0158
 SX0158  VERT ORDER  -  ? (See Below)
 SX0158
 SX0158.The horizontal coordinates were scaled from a topographic map and have
 SX0158.an estimated accuracy of +/- 6 seconds.
 SX0158
 SX0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0158.The vertical order pertains to the NGVD 29 superseded value.
 SX0158
 SX0158.The geoid height was determined by GEOID03.
 SX0158
 SX0158;                    North         East    Units  Estimated Accuracy
 SX0158;SPC WA N     -    51,390.      537,850.      MT  (+/- 180 meters Scaled)
 SX0158
 SX0158                          SUPERSEDED SURVEY CONTROL
 SX0158
 SX0158  NGVD 29 (??/??/92)  200.386  (m)          657.43   (f) ADJ UNCH    ?  
 SX0158
 SX0158.Superseded values are not recommended for survey control.
 SX0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0158.See file dsdata.txt to determine how the superseded data were derived.
 SX0158
 SX0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT011598(NAD 83)
 SX0158_MARKER: DD = SURVEY DISK
 SX0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0158_SP_SET: POLE
 SX0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0158
 SX0158  HISTORY     - Date     Condition        Report By
 SX0158  HISTORY     - UNK      MONUMENTED       USGS
 SX0158  HISTORY     - 1944     GOOD             NGS
 SX0158  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0158
 SX0158                          STATION DESCRIPTION
 SX0158
 SX0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX0158'3.1 MI N FROM WENATCHEE.
 SX0158'3.1 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0158'WENATCHEE, CHELAN COUNTY, 75 FEET NORTH OF A SECTION HOUSE, 15 FEET
 SX0158'WEST OF THE TRACK, 15 FEET SOUTHEAST OF A ROAD, AND IN THE TOP OF A
 SX0158'SAWED-OFF POLE PROJECTING 1 FOOT ABOVE THE GROUND.  A UNITED STATES
 SX0158'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 SX0158
 SX0158                          STATION RECOVERY (1982)
 SX0158
 SX0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0158'SEARCHED FOR BUT NOT RECOVERED IN 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1183 ***********************************************************************
 SA1183  DESIGNATION -  661 T
 SA1183  PID         -  SA1183
 SA1183  STATE/COUNTY-  WA/BENTON
 SA1183  USGS QUAD   -  PROSSER (1965)
 SA1183
 SA1183                         *CURRENT SURVEY CONTROL
 SA1183  ___________________________________________________________________
 SA1183* NAD 83(1986)-  46 12 22.     (N)    119 46 16.     (W)     SCALED    
 SA1183* NAVD 88     -       202.626  (meters)     664.78   (feet)  ADJUSTED  
 SA1183  ___________________________________________________________________
 SA1183  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA1183  DYNAMIC HT  -         202.631 (meters)     664.80  (feet)  COMP
 SA1183  MODELED GRAV-     980,636.7   (mgal)                       NAVD 88
 SA1183
 SA1183  VERT ORDER  -  FIRST     CLASS II
 SA1183
 SA1183.The horizontal coordinates were scaled from a topographic map and have
 SA1183.an estimated accuracy of +/- 6 seconds.
 SA1183
 SA1183.The orthometric height was determined by differential leveling
 SA1183.and adjusted by the National Geodetic Survey in June 1991..
 SA1183
 SA1183.The geoid height was determined by GEOID03.
 SA1183
 SA1183.The dynamic height is computed by dividing the NAVD 88
 SA1183.geopotential number by the normal gravity value computed on the
 SA1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1183.degrees latitude (g = 980.6199 gals.).
 SA1183
 SA1183.The modeled gravity was interpolated from observed gravity values.
 SA1183
 SA1183;                    North         East    Units  Estimated Accuracy
 SA1183;SPC WA S     -    97,270.      556,250.      MT  (+/- 180 meters Scaled)
 SA1183
 SA1183                          SUPERSEDED SURVEY CONTROL
 SA1183
 SA1183  NGVD 29 (??/??/92)  201.593  (m)          661.39   (f) ADJ UNCH    1 2
 SA1183
 SA1183.Superseded values are not recommended for survey control.
 SA1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1183.See file dsdata.txt to determine how the superseded data were derived.
 SA1183
 SA1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM862206(NAD 83)
 SA1183_MARKER: P = PIPE CAP
 SA1183_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1183_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1183_STAMPING: ELEV 661.478 FT. 661 T 1944
 SA1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1183
 SA1183  HISTORY     - Date     Condition        Report By
 SA1183  HISTORY     - 1944     MONUMENTED       USGS
 SA1183  HISTORY     - 1962     GOOD             NGS
 SA1183  HISTORY     - 1964     GOOD             NGS
 SA1183
 SA1183                          STATION DESCRIPTION
 SA1183
 SA1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SA1183'IN PROSSER.
 SA1183'AT PROSSER, BENTON COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 9 RAILS
 SA1183'SOUTHWEST OF THE SEMAPHORE AT THE STATION, 60 FEET NORTHWEST OF THE
 SA1183'CENTERLINE OF THE MAIN TRACK, AT THE SOUTH CORNER OF LOT 8 BLOCK 4, 65
 SA1183'FEET NORTHEAST OF THE CENTERLINE OF SIXTH STREET, AT THE ONE-STORY
 SA1183'BRICK WAREHOUSE OF THE YAKIMA FRUIT GROWERS ASSOCIATION, 1.5 FEET
 SA1183'SOUTHWEST OF THE SOUTHWEST SIDE OF THE BUILDING, 0.5 FOOT NORTHWEST OF
 SA1183'THE PROLONGATION OF THE SOUTHEAST SIDE, 1.2 FEET SOUTHEAST OF A WHITE
 SA1183'WOODEN WITNESS POST, AND 1 FOOT BELOW THE GROUND.  A UNITED STATES
 SA1183'GEOLOGICAL SURVEY STANDARD CAP, STAMPED ELEV 661.478 FT 661 T 1944 AND
 SA1183'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 SA1183
 SA1183                          STATION RECOVERY (1964)
 SA1183
 SA1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 SA1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0761 ***********************************************************************
 SA0761  DESIGNATION -  662
 SA0761  PID         -  SA0761
 SA0761  STATE/COUNTY-  WA/GRANT
 SA0761  USGS QUAD   -  LOCKE ISLAND (1986)
 SA0761
 SA0761                         *CURRENT SURVEY CONTROL
 SA0761  ___________________________________________________________________
 SA0761* NAD 83(1986)-  46 42 15.     (N)    119 26 31.     (W)     SCALED    
 SA0761* NAVD 88     -       202.65   (+/-2cm)     664.9    (feet)  VERTCON   
 SA0761  ___________________________________________________________________
 SA0761  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SA0761
 SA0761  VERT ORDER  -  ? (See Below)
 SA0761
 SA0761.The horizontal coordinates were scaled from a topographic map and have
 SA0761.an estimated accuracy of +/- 6 seconds.
 SA0761
 SA0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0761.The vertical order pertains to the NGVD 29 superseded value.
 SA0761
 SA0761.The geoid height was determined by GEOID03.
 SA0761
 SA0761;                    North         East    Units  Estimated Accuracy
 SA0761;SPC WA S     -   152,910.      580,910.      MT  (+/- 180 meters Scaled)
 SA0761
 SA0761                          SUPERSEDED SURVEY CONTROL
 SA0761
 SA0761  NGVD 29 (??/??/92)  201.581  (m)          661.35   (f) ADJ UNCH    ?  
 SA0761
 SA0761.Superseded values are not recommended for survey control.
 SA0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0761.See file dsdata.txt to determine how the superseded data were derived.
 SA0761
 SA0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM133751(NAD 83)
 SA0761_MARKER: P = PIPE CAP
 SA0761_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0761_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0761_STAMPING: 662 WASH 1913
 SA0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0761
 SA0761  HISTORY     - Date     Condition        Report By
 SA0761  HISTORY     - 1913     MONUMENTED       USGS
 SA0761  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA0761
 SA0761                          STATION DESCRIPTION
 SA0761
 SA0761'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 SA0761'7.6 MI E FROM WAHLUKE.
 SA0761'7.6 MILES EAST ALONG A ROAD FROM WAHLUKE, GRANT COUNTY, 0.3 MILE EAST
 SA0761'OF THE EDGE OF A BLUFF, AND 5 FEET SOUTH OF A ROAD LEADING THROUGH THE
 SA0761'SAND DUNES.  THE WITNESS MARK IS A LARGE LOOSE GRANITE BOULDER ON THE
 SA0761'WEST SIDE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 SA0761'CAP, STAMPED 662 WASH 1913 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 SA0761'PIPE.
 SA0761
 SA0761                          STATION RECOVERY (1967)
 SA0761
 SA0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0001 ***********************************************************************
 SX0001  DESIGNATION -  665.5
 SX0001  PID         -  SX0001
 SX0001  STATE/COUNTY-  WA/CHELAN
 SX0001  USGS QUAD   -  ROCKY REACH DAM (1987)
 SX0001
 SX0001                         *CURRENT SURVEY CONTROL
 SX0001  ___________________________________________________________________
 SX0001* NAD 83(1986)-  47 31 06.     (N)    120 18 25.     (W)     SCALED    
 SX0001* NAVD 88     -       203.619  (meters)     668.04   (feet)  ADJUSTED  
 SX0001  ___________________________________________________________________
 SX0001  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 SX0001  DYNAMIC HT  -         203.640 (meters)     668.11  (feet)  COMP
 SX0001  MODELED GRAV-     980,715.9   (mgal)                       NAVD 88
 SX0001
 SX0001  VERT ORDER  -  FIRST     CLASS II
 SX0001
 SX0001.The horizontal coordinates were scaled from a topographic map and have
 SX0001.an estimated accuracy of +/- 6 seconds.
 SX0001
 SX0001.The orthometric height was determined by differential leveling
 SX0001.and adjusted by the National Geodetic Survey in June 1991..
 SX0001
 SX0001.The geoid height was determined by GEOID03.
 SX0001
 SX0001.The dynamic height is computed by dividing the NAVD 88
 SX0001.geopotential number by the normal gravity value computed on the
 SX0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0001.degrees latitude (g = 980.6199 gals.).
 SX0001
 SX0001.The modeled gravity was interpolated from observed gravity values.
 SX0001
 SX0001;                    North         East    Units  Estimated Accuracy
 SX0001;SPC WA N     -    57,770.      539,650.      MT  (+/- 180 meters Scaled)
 SX0001
 SX0001                          SUPERSEDED SURVEY CONTROL
 SX0001
 SX0001  NGVD 29 (??/??/92)  202.47   (m)          664.3    (f) COMPUTED    1 2
 SX0001
 SX0001.Superseded values are not recommended for survey control.
 SX0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0001.See file dsdata.txt to determine how the superseded data were derived.
 SX0001
 SX0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT027662(NAD 83)
 SX0001_MARKER: Q = CHISELED SQUARE
 SX0001_SETTING: 66 = SET IN ROCK OUTCROP
 SX0001_SP_SET: ROCK LEDGE
 SX0001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0001+STABILITY: POSITION/ELEVATION WELL
 SX0001
 SX0001  HISTORY     - Date     Condition        Report By
 SX0001  HISTORY     - UNK      MONUMENTED       USGS
 SX0001  HISTORY     - 1931     GOOD             NGS
 SX0001
 SX0001                          STATION DESCRIPTION
 SX0001
 SX0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 SX0001'7 MI N FROM WENATCHEE.
 SX0001'7 MILES NORTH OF WENATCHEE ALONG THE GT. NORTHERN R.R., 790 FEET NORTH
 SX0001'OF MILEPOST 7, 60 FEET NORTH OF ROCK CUT, ON LOWER SIDE OF TRACK, ON
 SX0001'ROCK LEDGE 3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0002 ***********************************************************************
 SX0002  DESIGNATION -  665.5 RESET
 SX0002  PID         -  SX0002
 SX0002  STATE/COUNTY-  WA/CHELAN
 SX0002  USGS QUAD   -  ROCKY REACH DAM (1987)
 SX0002
 SX0002                         *CURRENT SURVEY CONTROL
 SX0002  ___________________________________________________________________
 SX0002* NAD 83(1986)-  47 30 52.     (N)    120 18 29.     (W)     SCALED    
 SX0002* NAVD 88     -       210.245  (meters)     689.78   (feet)  ADJUSTED  
 SX0002  ___________________________________________________________________
 SX0002  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 SX0002  DYNAMIC HT  -         210.268 (meters)     689.85  (feet)  COMP
 SX0002  MODELED GRAV-     980,715.7   (mgal)                       NAVD 88
 SX0002
 SX0002  VERT ORDER  -  FIRST     CLASS II
 SX0002
 SX0002.The horizontal coordinates were scaled from a topographic map and have
 SX0002.an estimated accuracy of +/- 6 seconds.
 SX0002
 SX0002.The orthometric height was determined by differential leveling
 SX0002.and adjusted by the National Geodetic Survey in June 1991..
 SX0002
 SX0002.The geoid height was determined by GEOID03.
 SX0002
 SX0002.The dynamic height is computed by dividing the NAVD 88
 SX0002.geopotential number by the normal gravity value computed on the
 SX0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0002.degrees latitude (g = 980.6199 gals.).
 SX0002
 SX0002.The modeled gravity was interpolated from observed gravity values.
 SX0002
 SX0002;                    North         East    Units  Estimated Accuracy
 SX0002;SPC WA N     -    57,330.      539,570.      MT  (+/- 180 meters Scaled)
 SX0002
 SX0002                          SUPERSEDED SURVEY CONTROL
 SX0002
 SX0002  NGVD 29 (??/??/??)  209.10   (m)          686.0    (f) RESET       3  
 SX0002
 SX0002.Superseded values are not recommended for survey control.
 SX0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0002.See file dsdata.txt to determine how the superseded data were derived.
 SX0002
 SX0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT026658(NAD 83)
 SX0002_MARKER: Z = SEE DESCRIPTION
 SX0002_SETTING: 66 = SET IN ROCK OUTCROP
 SX0002_SP_SET: ROCK LEDGE
 SX0002_MARK LOGO: NONE  
 SX0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0002+STABILITY: POSITION/ELEVATION WELL
 SX0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX0002+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2001
 SX0002
 SX0002  HISTORY     - Date     Condition        Report By
 SX0002  HISTORY     - 1958     MONUMENTED       SWECO
 SX0002  HISTORY     - 1958     GOOD             SWECO
 SX0002  HISTORY     - 1982     GOOD             NGS
 SX0002  HISTORY     - 1989     GOOD             USPSQD
 SX0002  HISTORY     - 20010624 GOOD             INDIV
 SX0002
 SX0002                          STATION DESCRIPTION
 SX0002
 SX0002'DESCRIBED BY STONE WEBSTER ENGINEERING CORPORATION 1958
 SX0002'7.0 MI N FROM WENATCHEE.
 SX0002'7.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0002'WENATCHEE, CHELAN COUNTY, 1 MILE SOUTH OF THE STATION SIGN AT ZENA,
 SX0002'140 FEET SOUTH OF MILEPOST 7, 126 FEET WEST OF THE CENTERLINE OF THE
 SX0002'TRACK ACROSS STATE HIGHWAY 10, 110 FEET NORTH OF THE BEGINNING OF A 35
 SX0002'FOOT ROCK CLIFF AT THE NORTH SIDE OF A CANYON, ON A 2- BY 5-FOOT ROCK
 SX0002'LEDGE AND 10 FEET ABOVE THE GROUND.  A 3/8 INCH IRON PIN SET IN LEAD
 SX0002'AND PROJECTING 1/2 INCH. S 12 DEG 00 MIN W 905 SEC FROM THE ORIGINAL
 SX0002'BENCH MARK.
 SX0002
 SX0002                          STATION RECOVERY (1982)
 SX0002
 SX0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0002'6.0 KM (3.7 MI) NORTH ALONG US HIGHWAY 97 FROM THE CROSSING OF US
 SX0002'HIGHWAY 2 AT WENATCHEE, AT BURLINGTON NORTHERN RAILROAD MILEPOST 7, AN
 SX0002'IRON PIN SET IN LEAD AND PROJECTING ONE HALF-INCH AT THE APPROXIMATE
 SX0002'CENTER OF A 2 BY 5 FOOT LEDGE OF A MASSIVE OUTCROP AT THE NORTH EDGE
 SX0002'OF A CANYON, 74 METERS (243 FT) NORTH OF THE CENTERLINE OF A DIRT ROAD
 SX0002'LEADING WEST UP THE CANYON, 70 METERS (230 FT) SOUTHWEST ACROSS THE
 SX0002'HIGHWAY FROM RAILROAD MILEPOST 7, 41 METERS (135 FT) WEST ACROSS THE
 SX0002'HIGHWAY FROM THE WEST RAIL, 33.5 METERS (110 FT) NORTH OF THE
 SX0002'BEGINNING OF A 35 FOOT ROCK CLIFF, 25 METERS (82 FT) WEST ACROSS A
 SX0002'DEEP DITCH FROM THE CENTERLINE OF THE HIGHWAY, NOTE--THIS MARK WAS
 SX0002'ESTABLISHED BY STONE AND WEBSTER ENGINEERING CORP.
 SX0002'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SX0002'THE MARK IS 2.0 M BELOW THE CENTERLINE.
 SX0002
 SX0002                          STATION RECOVERY (1989)
 SX0002
 SX0002'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SX0002'RECOVERED IN GOOD CONDITION.
 SX0002
 SX0002                          STATION RECOVERY (2001)
 SX0002
 SX0002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TPF)
 SX0002'NOT SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1516 ***********************************************************************
 SA1516  DESIGNATION -  667
 SA1516  PID         -  SA1516
 SA1516  STATE/COUNTY-  WA/GRANT
 SA1516  USGS QUAD   -  WAHATIS PEAK (1986)
 SA1516
 SA1516                         *CURRENT SURVEY CONTROL
 SA1516  ___________________________________________________________________
 SA1516* NAD 83(1986)-  46 49 56.     (N)    119 32 03.     (W)     SCALED    
 SA1516* NAVD 88     -       204.30   (+/-2cm)     670.3    (feet)  VERTCON   
 SA1516  ___________________________________________________________________
 SA1516  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 SA1516
 SA1516  VERT ORDER  -  ? (See Below)
 SA1516
 SA1516.The horizontal coordinates were scaled from a topographic map and have
 SA1516.an estimated accuracy of +/- 6 seconds.
 SA1516
 SA1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1516.The vertical order pertains to the NGVD 29 superseded value.
 SA1516
 SA1516.The geoid height was determined by GEOID03.
 SA1516
 SA1516;                    North         East    Units  Estimated Accuracy
 SA1516;SPC WA S     -   167,050.      573,680.      MT  (+/- 180 meters Scaled)
 SA1516
 SA1516                          SUPERSEDED SURVEY CONTROL
 SA1516
 SA1516  NGVD 29 (??/??/92)  203.240  (m)          666.80   (f) ADJ UNCH    ?  
 SA1516
 SA1516.Superseded values are not recommended for survey control.
 SA1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1516.See file dsdata.txt to determine how the superseded data were derived.
 SA1516
 SA1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM067896(NAD 83)
 SA1516_MARKER: P = PIPE CAP
 SA1516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1516_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1516_STAMPING: WASH 667
 SA1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1516
 SA1516  HISTORY     - Date     Condition        Report By
 SA1516  HISTORY     - UNK      MONUMENTED       BOR
 SA1516  HISTORY     - 1967     GOOD             NGS
 SA1516
 SA1516                          STATION DESCRIPTION
 SA1516
 SA1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1516'6.0 MI E FROM SMYRNA.
 SA1516'THE MARK IS ABOUT 6.0 MILES EAST OF SMYRNA, 3.0 MILES EAST OF THE
 SA1516'POINT WHERE THE EAST-WEST GRAVEL ROAD CROSSES THE RAILROAD TRACK WHICH
 SA1516'GOES NORTH OVER LOWER CRAB CREEK, 0.2 MILE EAST ALONG THE GRAVEL ROAD
 SA1516'FROM A SECTION LINE ROAD WHICH GOES NORTH FROM THE MAIN ROAD, AT A
 SA1516'POINT WHERE THE ROAD CURVES RIGHT, LEVEL WITH THE RAILROAD TRACK WHICH
 SA1516'AT THIS POINT IS ABOUT 100 FEET ABOVE THE ROAD, AT THE EAST END OF A
 SA1516'LONG ROCK CUT, 18 FEET SOUTHEAST OF A POLE, 24 FEET SOUTH OF THE
 SA1516'CENTER OF THE TRACK, 8 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 4 RAILS
 SA1516'WEST OF THE WEST END OF A CURVE TO THE SOUTH, AND 3 RAILS EAST OF THE
 SA1516'EAST END OF A CURVE TO THE NORTH, A U.S. GEOLOGICAL SURVEY CAP ON A 3
 SA1516'1/2 PIPE WHICH PROJECTS ABOUT 8 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0095 ***********************************************************************
 SX0095  DESIGNATION -  667.1
 SX0095  PID         -  SX0095
 SX0095  STATE/COUNTY-  WA/CHELAN
 SX0095  USGS QUAD   -  WENATCHEE (1987)
 SX0095
 SX0095                         *CURRENT SURVEY CONTROL
 SX0095  ___________________________________________________________________
 SX0095* NAD 83(1986)-  47 26 40.     (N)    120 19 29.     (W)     SCALED    
 SX0095* NAVD 88     -       204.10   (+/-2cm)     669.6    (feet)  VERTCON   
 SX0095  ___________________________________________________________________
 SX0095  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 SX0095
 SX0095  VERT ORDER  -  ? (See Below)
 SX0095
 SX0095.The horizontal coordinates were scaled from a topographic map and have
 SX0095.an estimated accuracy of +/- 6 seconds.
 SX0095
 SX0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0095.The vertical order pertains to the NGVD 29 superseded value.
 SX0095
 SX0095.The geoid height was determined by GEOID03.
 SX0095
 SX0095;                    North         East    Units  Estimated Accuracy
 SX0095;SPC WA N     -    49,540.      538,360.      MT  (+/- 180 meters Scaled)
 SX0095
 SX0095                          SUPERSEDED SURVEY CONTROL
 SX0095
 SX0095  NGVD 29 (??/??/92)  202.970  (m)          665.91   (f) ADJ UNCH    ?  
 SX0095
 SX0095.Superseded values are not recommended for survey control.
 SX0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0095.See file dsdata.txt to determine how the superseded data were derived.
 SX0095
 SX0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT016580(NAD 83)
 SX0095_MARKER: DD = SURVEY DISK
 SX0095_SETTING: 0 = UNSPECIFIED SETTING
 SX0095_STAMPING: USBM 667.1
 SX0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0095
 SX0095  HISTORY     - Date     Condition        Report By
 SX0095  HISTORY     - UNK      MONUMENTED       USGS
 SX0095  HISTORY     - 1944     GOOD             NGS
 SX0095  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0095
 SX0095                          STATION DESCRIPTION
 SX0095
 SX0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX0095'2.0 MI NW FROM WENATCHEE.
 SX0095'2.0 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SX0095'AT WENATCHEE, CHELAN COUNTY, 48 FEET NORTH OF AUTOMATIC BLOCK SIGNAL
 SX0095'1651.9, AT AN ACUTE ANGLE FORMED BY A ROAD CROSSING, 38 FEET EAST OF
 SX0095'THE CENTERLINE OF THE ROAD, AND 4 FEET SOUTH OF A POLE CARRYING WIRES
 SX0095'DIAGONALLY ACROSS THE TRACK.  A STAPLE, IN THE TOP OF A SAWED-OFF POLE
 SX0095'1 FOOT IN DIAMETER, PAINTED USBM 667.1 AND PROJECTING 1 FOOT ABOVE
 SX0095'GROUND.
 SX0095
 SX0095                          STATION RECOVERY (1982)
 SX0095
 SX0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0095'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1451 ***********************************************************************
 SA1451  DESIGNATION -  667.4
 SA1451  PID         -  SA1451
 SA1451  STATE/COUNTY-  WA/GRANT
 SA1451  USGS QUAD   -  LOCKE ISLAND (1986)
 SA1451
 SA1451                         *CURRENT SURVEY CONTROL
 SA1451  ___________________________________________________________________
 SA1451* NAD 83(1986)-  46 44 15.     (N)    119 29 44.     (W)     SCALED    
 SA1451* NAVD 88     -       204.441  (meters)     670.74   (feet)  ADJUSTED  
 SA1451  ___________________________________________________________________
 SA1451  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA1451  DYNAMIC HT  -         204.456 (meters)     670.79  (feet)  COMP
 SA1451  MODELED GRAV-     980,682.5   (mgal)                       NAVD 88
 SA1451
 SA1451  VERT ORDER  -  SECOND    CLASS 0
 SA1451
 SA1451.The horizontal coordinates were scaled from a topographic map and have
 SA1451.an estimated accuracy of +/- 6 seconds.
 SA1451
 SA1451.The orthometric height was determined by differential leveling
 SA1451.and adjusted by the National Geodetic Survey in June 1991..
 SA1451
 SA1451.The geoid height was determined by GEOID03.
 SA1451
 SA1451.The dynamic height is computed by dividing the NAVD 88
 SA1451.geopotential number by the normal gravity value computed on the
 SA1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1451.degrees latitude (g = 980.6199 gals.).
 SA1451
 SA1451.The modeled gravity was interpolated from observed gravity values.
 SA1451
 SA1451;                    North         East    Units  Estimated Accuracy
 SA1451;SPC WA S     -   156,560.      576,760.      MT  (+/- 180 meters Scaled)
 SA1451
 SA1451                          SUPERSEDED SURVEY CONTROL
 SA1451
 SA1451  NGVD 29 (??/??/92)  203.379  (m)          667.25   (f) ADJ UNCH    2 0
 SA1451
 SA1451.Superseded values are not recommended for survey control.
 SA1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1451.See file dsdata.txt to determine how the superseded data were derived.
 SA1451
 SA1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM093790(NAD 83)
 SA1451_MARKER: P = PIPE CAP
 SA1451_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1451_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1451_STAMPING: SEE TEXT
 SA1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1451
 SA1451  HISTORY     - Date     Condition        Report By
 SA1451  HISTORY     - UNK      MONUMENTED       LOCENG
 SA1451  HISTORY     - 1949     GOOD             NGS
 SA1451  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA1451
 SA1451                          STATION DESCRIPTION
 SA1451
 SA1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1451'3.7 MI NE FROM WAHLUKE.
 SA1451'3.7 MILES NORTHEAST ALONG THE COUNTY ROAD LEADING TO CORFU FROM THE
 SA1451'POST OFFICE AT WAHLUKE, 50 FEET NORTH OF A ROAD INTERSECTION, 25 FEET
 SA1451'EAST OF THE ROAD, AND 35 FEET NORTH OF A FENCE CORNER.  A CAP, STAMPED
 SA1451'DAM BROTHERS SURVEY PRIEST RAPIDS HIGHLANDS ELEV 667.4 AND FASTENED ON
 SA1451'THE TOP OF AN IRON PIPE.
 SA1451
 SA1451                          STATION RECOVERY (1967)
 SA1451
 SA1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0160 ***********************************************************************
 SX0160  DESIGNATION -  667.8
 SX0160  PID         -  SX0160
 SX0160  STATE/COUNTY-  WA/CHELAN
 SX0160  USGS QUAD   -  WENATCHEE (1987)
 SX0160
 SX0160                         *CURRENT SURVEY CONTROL
 SX0160  ___________________________________________________________________
 SX0160* NAD 83(1986)-  47 29 18.     (N)    120 18 55.     (W)     SCALED    
 SX0160* NAVD 88     -       204.32   (+/-2cm)     670.3    (feet)  VERTCON   
 SX0160  ___________________________________________________________________
 SX0160  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 SX0160
 SX0160  VERT ORDER  -  ? (See Below)
 SX0160
 SX0160.The horizontal coordinates were scaled from a topographic map and have
 SX0160.an estimated accuracy of +/- 6 seconds.
 SX0160
 SX0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0160.The vertical order pertains to the NGVD 29 superseded value.
 SX0160
 SX0160.The geoid height was determined by GEOID03.
 SX0160
 SX0160;                    North         East    Units  Estimated Accuracy
 SX0160;SPC WA N     -    54,430.      539,040.      MT  (+/- 180 meters Scaled)
 SX0160
 SX0160                          SUPERSEDED SURVEY CONTROL
 SX0160
 SX0160  NGVD 29 (??/??/92)  203.179  (m)          666.60   (f) ADJ UNCH    ?  
 SX0160
 SX0160.Superseded values are not recommended for survey control.
 SX0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0160.See file dsdata.txt to determine how the superseded data were derived.
 SX0160
 SX0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT022629(NAD 83)
 SX0160_MARKER: O = CHISELED CIRCLE
 SX0160_SETTING: 80 = SET IN A BOULDER
 SX0160_SP_SET: BOULDER
 SX0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0160+STABILITY: SURFACE MOTION
 SX0160
 SX0160  HISTORY     - Date     Condition        Report By
 SX0160  HISTORY     - UNK      MONUMENTED       USGS
 SX0160  HISTORY     - 1944     GOOD             NGS
 SX0160  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0160
 SX0160                          STATION DESCRIPTION
 SX0160
 SX0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX0160'5.1 MI N FROM WENATCHEE.
 SX0160'5.1 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0160'WENATCHEE, CHELAN COUNTY, 675 FEET NORTH OF MILEPOST 5, 375 FEET WEST
 SX0160'OF THE TRACK, 0.1 MILE NORTH OF THE POINT WHERE A TELEPHONE LINE ALONG
 SX0160'U.S. HIGHWAY 97 TURNS EAST TO CROSS COLUMBIA RIVER, 250 FEET WEST OF
 SX0160'U.S. HIGHWAY 97, AND ON THE TOP OF A 6-FOOT SQUARE GRANITE BOULDER
 SX0160'PAINTED USBM 66M.8 AND PROJECTING 4 FEET ABOVE THE GROUND.  A CHISELED
 SX0160'CIRCLE.
 SX0160
 SX0160                          STATION RECOVERY (1982)
 SX0160
 SX0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0160'SEARCHED FOR BUT NOT RECOVERED IN 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0004 ***********************************************************************
 SX0004  DESIGNATION -  669.2
 SX0004  PID         -  SX0004
 SX0004  STATE/COUNTY-  WA/CHELAN
 SX0004  USGS QUAD   -  ROCKY REACH DAM (1987)
 SX0004
 SX0004                         *CURRENT SURVEY CONTROL
 SX0004  ___________________________________________________________________
 SX0004* NAD 83(1986)-  47 32 04.     (N)    120 17 55.     (W)     SCALED    
 SX0004* NAVD 88     -       204.75   (+/-2cm)     671.8    (feet)  VERTCON   
 SX0004  ___________________________________________________________________
 SX0004  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 SX0004
 SX0004  VERT ORDER  -  ? (See Below)
 SX0004
 SX0004.The horizontal coordinates were scaled from a topographic map and have
 SX0004.an estimated accuracy of +/- 6 seconds.
 SX0004
 SX0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0004.The vertical order pertains to the NGVD 29 superseded value.
 SX0004
 SX0004.The geoid height was determined by GEOID03.
 SX0004
 SX0004;                    North         East    Units  Estimated Accuracy
 SX0004;SPC WA N     -    59,560.      540,260.      MT  (+/- 180 meters Scaled)
 SX0004
 SX0004                          SUPERSEDED SURVEY CONTROL
 SX0004
 SX0004  NGVD 29 (??/??/92)  203.603  (m)          667.99   (f) ADJ UNCH    ?  
 SX0004
 SX0004.Superseded values are not recommended for survey control.
 SX0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0004.See file dsdata.txt to determine how the superseded data were derived.
 SX0004
 SX0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT033680(NAD 83)
 SX0004_MARKER: DD = SURVEY DISK
 SX0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0004_SP_SET: RAIL
 SX0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0004
 SX0004  HISTORY     - Date     Condition        Report By
 SX0004  HISTORY     - UNK      MONUMENTED       USGS
 SX0004  HISTORY     - 1931     GOOD             NGS
 SX0004  HISTORY     - 1934     GOOD             NGS
 SX0004  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0004
 SX0004                          STATION DESCRIPTION
 SX0004
 SX0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 SX0004'8.3 MI NE FROM WENATCHEE.
 SX0004'8.3 MILES NORTHEAST OF WENATCHEE ALONG THE G.N.R.R., 625 FEET SOUTH OF
 SX0004'TUNNEL AT SOUTH END OF CUT, 25 FEET WEST OF TRACK ON TOP OF STEEL RAIL
 SX0004'1.5 FEET HIGH.
 SX0004
 SX0004                          STATION RECOVERY (1934)
 SX0004
 SX0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SX0004'RECOVERED IN GOOD CONDITION.
 SX0004
 SX0004                          STATION RECOVERY (1982)
 SX0004
 SX0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0004'SEARCHED FOR BUT NOT RECOVERED IN 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0159 ***********************************************************************
 SX0159  DESIGNATION -  669.9
 SX0159  PID         -  SX0159
 SX0159  STATE/COUNTY-  WA/CHELAN
 SX0159  USGS QUAD   -  WENATCHEE (1987)
 SX0159
 SX0159                         *CURRENT SURVEY CONTROL
 SX0159  ___________________________________________________________________
 SX0159* NAD 83(1986)-  47 27 59.     (N)    120 19 30.     (W)     SCALED    
 SX0159* NAVD 88     -       204.97   (+/-2cm)     672.5    (feet)  VERTCON   
 SX0159  ___________________________________________________________________
 SX0159  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 SX0159
 SX0159  VERT ORDER  -  ? (See Below)
 SX0159
 SX0159.The horizontal coordinates were scaled from a topographic map and have
 SX0159.an estimated accuracy of +/- 6 seconds.
 SX0159
 SX0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0159.The vertical order pertains to the NGVD 29 superseded value.
 SX0159
 SX0159.The geoid height was determined by GEOID03.
 SX0159
 SX0159;                    North         East    Units  Estimated Accuracy
 SX0159;SPC WA N     -    51,980.      538,320.      MT  (+/- 180 meters Scaled)
 SX0159
 SX0159                          SUPERSEDED SURVEY CONTROL
 SX0159
 SX0159  NGVD 29 (??/??/92)  203.833  (m)          668.74   (f) ADJ UNCH    ?  
 SX0159
 SX0159.Superseded values are not recommended for survey control.
 SX0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0159.See file dsdata.txt to determine how the superseded data were derived.
 SX0159
 SX0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT015604(NAD 83)
 SX0159_MARKER: DD = SURVEY DISK
 SX0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0159_SP_SET: RAIL
 SX0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0159
 SX0159  HISTORY     - Date     Condition        Report By
 SX0159  HISTORY     - UNK      MONUMENTED       USGS
 SX0159  HISTORY     - 1944     GOOD             NGS
 SX0159  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0159
 SX0159                          STATION DESCRIPTION
 SX0159
 SX0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX0159'3.5 MI NE FROM WENATCHEE.
 SX0159'3.5 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SX0159'AT WENATCHEE, CHELAN COUNTY, AT SURVEY STATION 51+00, 200 FEET NORTH
 SX0159'OF MILEAGE POLE 3.5, 150 FEET NORTH OF THE SWITCH POINT OF OLDS
 SX0159'SIDING, AND 30 FEET WEST OF THE TRACK.  THE TOP OF A STEEL RAIL
 SX0159'PAINTED USBM 669.9 AND PROJECTING 1 FOOT ABOVE GROUND.
 SX0159
 SX0159                          STATION RECOVERY (1982)
 SX0159
 SX0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0159'SEARCHED FOR BUT NOT RECOVERED IN 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1698 ***********************************************************************
 RC1698  DESIGNATION -  671.1
 RC1698  PID         -  RC1698
 RC1698  STATE/COUNTY-  WA/KLICKITAT
 RC1698  USGS QUAD   -  NORTHWESTERN LAKE (1994)
 RC1698
 RC1698                         *CURRENT SURVEY CONTROL
 RC1698  ___________________________________________________________________
 RC1698* NAD 83(1986)-  45 50 42.     (N)    121 30 18.     (W)     SCALED    
 RC1698* NAVD 88     -       205.308  (meters)     673.58   (feet)  ADJUSTED  
 RC1698  ___________________________________________________________________
 RC1698  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 RC1698  DYNAMIC HT  -         205.301 (meters)     673.56  (feet)  COMP
 RC1698  MODELED GRAV-     980,581.7   (mgal)                       NAVD 88
 RC1698
 RC1698  VERT ORDER  -  SECOND    CLASS 0
 RC1698
 RC1698.The horizontal coordinates were scaled from a topographic map and have
 RC1698.an estimated accuracy of +/- 6 seconds.
 RC1698
 RC1698.The orthometric height was determined by differential leveling
 RC1698.and adjusted by the National Geodetic Survey in June 1991..
 RC1698
 RC1698.The geoid height was determined by GEOID03.
 RC1698
 RC1698.The dynamic height is computed by dividing the NAVD 88
 RC1698.geopotential number by the normal gravity value computed on the
 RC1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1698.degrees latitude (g = 980.6199 gals.).
 RC1698
 RC1698.The modeled gravity was interpolated from observed gravity values.
 RC1698
 RC1698;                    North         East    Units  Estimated Accuracy
 RC1698;SPC WA S     -    57,370.      421,940.      MT  (+/- 180 meters Scaled)
 RC1698
 RC1698                          SUPERSEDED SURVEY CONTROL
 RC1698
 RC1698  NGVD 29 (??/??/92)  204.278  (m)          670.20   (f) ADJ UNCH    2 0
 RC1698
 RC1698.Superseded values are not recommended for survey control.
 RC1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1698.See file dsdata.txt to determine how the superseded data were derived.
 RC1698
 RC1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR160779(NAD 83)
 RC1698_MARKER: Q = CHISELED SQUARE
 RC1698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1698_SP_SET: CULVERT
 RC1698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1698
 RC1698  HISTORY     - Date     Condition        Report By
 RC1698  HISTORY     - UNK      MONUMENTED       USGS
 RC1698  HISTORY     - 1956     GOOD             NGS
 RC1698  HISTORY     - 1968     GOOD             NGS
 RC1698
 RC1698                          STATION DESCRIPTION
 RC1698
 RC1698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1698'3.4 MI N FROM HUSUM.
 RC1698'3.4 MILES NORTH ALONG STATE HIGHWAY 8-D FROM THE STEEL AND CONCRETE
 RC1698'BRIDGE OVER WHITE SALMON RIVER AT HUSUM, IN T4N R10E S12, 0.4 MILE
 RC1698'SOUTHEAST OF THE T JUNCTION OF AN ASPHALT ROAD LEADING NORTHEAST TO
 RC1698'GLENWOOD, AT A 4- BY 4-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 RC1698'NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL, 14 1/2 FEET
 RC1698'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 RC1698'THAN THE HIGHWAY.
 RC1698
 RC1698                          STATION RECOVERY (1968)
 RC1698
 RC1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC1698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0763 ***********************************************************************
 SA0763  DESIGNATION -  674
 SA0763  PID         -  SA0763
 SA0763  STATE/COUNTY-  WA/GRANT
 SA0763  USGS QUAD   -  LOCKE ISLAND (1986)
 SA0763
 SA0763                         *CURRENT SURVEY CONTROL
 SA0763  ___________________________________________________________________
 SA0763* NAD 83(1986)-  46 44 12.     (N)    119 28 35.     (W)     SCALED    
 SA0763* NAVD 88     -       206.59   (+/-2cm)     677.8    (feet)  VERTCON   
 SA0763  ___________________________________________________________________
 SA0763  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA0763
 SA0763  VERT ORDER  -  ? (See Below)
 SA0763
 SA0763.The horizontal coordinates were scaled from a topographic map and have
 SA0763.an estimated accuracy of +/- 6 seconds.
 SA0763
 SA0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0763.The vertical order pertains to the NGVD 29 superseded value.
 SA0763
 SA0763.The geoid height was determined by GEOID03.
 SA0763
 SA0763;                    North         East    Units  Estimated Accuracy
 SA0763;SPC WA S     -   156,490.      578,230.      MT  (+/- 180 meters Scaled)
 SA0763
 SA0763                          SUPERSEDED SURVEY CONTROL
 SA0763
 SA0763  NGVD 29 (??/??/92)  205.528  (m)          674.30   (f) ADJ UNCH    ?  
 SA0763
 SA0763.Superseded values are not recommended for survey control.
 SA0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0763.See file dsdata.txt to determine how the superseded data were derived.
 SA0763
 SA0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM108788(NAD 83)
 SA0763_MARKER: P = PIPE CAP
 SA0763_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0763_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0763_STAMPING: 674 WASH 1913
 SA0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0763
 SA0763  HISTORY     - Date     Condition        Report By
 SA0763  HISTORY     - 1913     MONUMENTED       USGS
 SA0763  HISTORY     - 1967     GOOD             NGS
 SA0763
 SA0763                          STATION DESCRIPTION
 SA0763
 SA0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA0763'20.3 MI E FROM MATTAWA.
 SA0763'THE MARK IS ABOUT 140 YARDS SOUTH OF STATE HIGHWAY 24, 90 YARDS SOUTH
 SA0763'OF THE SOUTH RIGHT-OF-WAY FENCE, 64 YARDS SOUTH OF THE NORTH SECTION
 SA0763'LINE, 42 YARDS WEST OF THE EAST SECTION LINE, 19 YARDS WEST-NORTHWEST
 SA0763'OF A 6-FOOT DIAMETER, CONCRETE-LINED WELL, 1 FOOT NORTH OF A METAL
 SA0763'WITNESS POST AND IN THE NORTHEAST CORNER OF SECTION 6, T14N, F27E.
 SA0763'MARK IS A U. S. GEOLOGICAL SURVEY CAP RIVETED TO AN IRON PIPE WHICH
 SA0763'PROJECTS 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0353 ***********************************************************************
 SB0353  DESIGNATION -  674 T USGS
 SB0353  PID         -  SB0353
 SB0353  STATE/COUNTY-  WA/YAKIMA
 SB0353  USGS QUAD   -  GRANGER (1965)
 SB0353
 SB0353                         *CURRENT SURVEY CONTROL
 SB0353  ___________________________________________________________________
 SB0353* NAD 83(1986)-  46 16 17.     (N)    120 09 03.     (W)     SCALED    
 SB0353* NAVD 88     -       206.486  (meters)     677.45   (feet)  ADJUSTED  
 SB0353  ___________________________________________________________________
 SB0353  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SB0353  DYNAMIC HT  -         206.488 (meters)     677.45  (feet)  COMP
 SB0353  MODELED GRAV-     980,621.7   (mgal)                       NAVD 88
 SB0353
 SB0353  VERT ORDER  -  FIRST     CLASS II
 SB0353
 SB0353.The horizontal coordinates were scaled from a topographic map and have
 SB0353.an estimated accuracy of +/- 6 seconds.
 SB0353
 SB0353.The orthometric height was determined by differential leveling
 SB0353.and adjusted by the National Geodetic Survey in June 1991..
 SB0353
 SB0353.The geoid height was determined by GEOID03.
 SB0353
 SB0353.The dynamic height is computed by dividing the NAVD 88
 SB0353.geopotential number by the normal gravity value computed on the
 SB0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0353.degrees latitude (g = 980.6199 gals.).
 SB0353
 SB0353.The modeled gravity was interpolated from observed gravity values.
 SB0353
 SB0353;                    North         East    Units  Estimated Accuracy
 SB0353;SPC WA S     -   104,320.      526,910.      MT  (+/- 180 meters Scaled)
 SB0353
 SB0353                          SUPERSEDED SURVEY CONTROL
 SB0353
 SB0353  NGVD 29 (??/??/92)  205.438  (m)          674.01   (f) ADJ UNCH    1 2
 SB0353
 SB0353.Superseded values are not recommended for survey control.
 SB0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0353.See file dsdata.txt to determine how the superseded data were derived.
 SB0353
 SB0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS195281(NAD 83)
 SB0353_MARKER: P = PIPE CAP
 SB0353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0353_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0353_STAMPING: ELEV 674.178 FT 674 T
 SB0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0353
 SB0353  HISTORY     - Date     Condition        Report By
 SB0353  HISTORY     - UNK      MONUMENTED       USGS
 SB0353  HISTORY     - 1962     GOOD             NGS
 SB0353
 SB0353                          STATION DESCRIPTION
 SB0353
 SB0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0353'IN SATUS.
 SB0353'AT SATUS, YAKIMA COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 0.1 MILE
 SB0353'NORTHWEST OF THE STATION, 130 FEET NORTHEAST OF THE CENTERLINE OF
 SB0353'HIGHWAY 3 A, 111 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 32.2
 SB0353'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 103 FEET WEST
 SB0353'OF THE WEST CORNER OF A RED BRICK BUILDING, 84 FEET NORTH-NORTH-WEST
 SB0353'OF THE THIRD TELEGRAPH POLE NORTH OF THE CROSSROADS AT SATUS AND 72
 SB0353'FEET SOUTHEAST OF THE FOURTH TELEGRAPH POLE NORTH OF THE CROSSROADS,
 SB0353'AND 1.7 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST. A UNITED STATES
 SB0353'GEOLOGICAL SURVEY STANDARD CAP, STAMPED ELEV 674.178 FT 674 T AND
 SB0353'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE
 SB0353'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0008 ***********************************************************************
 SX0008  DESIGNATION -  674.4
 SX0008  PID         -  SX0008
 SX0008  STATE/COUNTY-  WA/CHELAN
 SX0008  USGS QUAD   -  ROCKY REACH DAM (1987)
 SX0008
 SX0008                         *CURRENT SURVEY CONTROL
 SX0008  ___________________________________________________________________
 SX0008* NAD 83(1986)-  47 33 10.     (N)    120 16 41.     (W)     SCALED    
 SX0008* NAVD 88     -       206.34   (+/-2cm)     677.0    (feet)  VERTCON   
 SX0008  ___________________________________________________________________
 SX0008  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 SX0008
 SX0008  VERT ORDER  -  ? (See Below)
 SX0008
 SX0008.The horizontal coordinates were scaled from a topographic map and have
 SX0008.an estimated accuracy of +/- 6 seconds.
 SX0008
 SX0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0008.The vertical order pertains to the NGVD 29 superseded value.
 SX0008
 SX0008.The geoid height was determined by GEOID03.
 SX0008
 SX0008;                    North         East    Units  Estimated Accuracy
 SX0008;SPC WA N     -    61,610.      541,790.      MT  (+/- 180 meters Scaled)
 SX0008
 SX0008                          SUPERSEDED SURVEY CONTROL
 SX0008
 SX0008  NGVD 29 (??/??/92)  205.186  (m)          673.18   (f) ADJ UNCH    ?  
 SX0008
 SX0008.Superseded values are not recommended for survey control.
 SX0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0008.See file dsdata.txt to determine how the superseded data were derived.
 SX0008
 SX0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT047701(NAD 83)
 SX0008_MARKER: O = CHISELED CIRCLE
 SX0008_SETTING: 66 = SET IN ROCK OUTCROP
 SX0008_SP_SET: BOULDER
 SX0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0008+STABILITY: POSITION/ELEVATION WELL
 SX0008
 SX0008  HISTORY     - Date     Condition        Report By
 SX0008  HISTORY     - UNK      MONUMENTED       USGS
 SX0008  HISTORY     - 1934     GOOD             NGS
 SX0008  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0008
 SX0008                          STATION DESCRIPTION
 SX0008
 SX0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0008'10.4 MI N FROM WENATCHEE.
 SX0008'ABOUT 10.4 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SX0008'STATION AT WENATCHEE, CHELAN COUNTY, AT THE NORTH END OF A SMALL CUT
 SX0008'AND ABOUT 240 FEET SOUTH OF MILE POST 10.42, AND ABOUT 12 FEET EAST OF
 SX0008'THE CENTER OF THE TRACK ON THE EASTERLY TOP SIDE OF A GRANITE BOULDER,
 SX0008'6 FEET LONG AND 4 FEET WIDE PROJECTING 5 FEET ABOVE THE GROUND,
 SX0008'PAINTED U.S.B.M.674.4 A CHISELED CIRCLE ABOUT 4 FEET ABOVE THE GROUND.
 SX0008'NOTE-- THE SOUTHWEST PORTION OF THIS BOULDER HAS BEEN BLASTED OFF BUT
 SX0008'THE B.M. IS OK.
 SX0008
 SX0008                          STATION RECOVERY (1982)
 SX0008
 SX0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0008'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0747 ***********************************************************************
 TP0747  DESIGNATION -  6765.8
 TP0747  PID         -  TP0747
 TP0747  STATE/COUNTY-  WA/OKANOGAN
 TP0747  USGS QUAD   -  TIFFANY MOUNTAIN (1989)
 TP0747
 TP0747                         *CURRENT SURVEY CONTROL
 TP0747  ___________________________________________________________________
 TP0747* NAD 83(1986)-  48 42 06.     (N)    119 54 05.     (W)     SCALED    
 TP0747* NAVD 88     -      2063.946  (meters)    6771.46   (feet)  ADJUSTED  
 TP0747  ___________________________________________________________________
 TP0747  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 TP0747  DYNAMIC HT  -        2063.690 (meters)    6770.62  (feet)  COMP
 TP0747  MODELED GRAV-     980,410.4   (mgal)                       NAVD 88
 TP0747
 TP0747  VERT ORDER  -  SECOND    CLASS 0
 TP0747
 TP0747.The horizontal coordinates were scaled from a topographic map and have
 TP0747.an estimated accuracy of +/- 6 seconds.
 TP0747
 TP0747.The orthometric height was determined by differential leveling
 TP0747.and adjusted by the National Geodetic Survey in June 1991..
 TP0747
 TP0747.The geoid height was determined by GEOID03.
 TP0747
 TP0747.The dynamic height is computed by dividing the NAVD 88
 TP0747.geopotential number by the normal gravity value computed on the
 TP0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0747.degrees latitude (g = 980.6199 gals.).
 TP0747
 TP0747.The modeled gravity was interpolated from observed gravity values.
 TP0747
 TP0747;                    North         East    Units  Estimated Accuracy
 TP0747;SPC WA N     -   189,620.      568,600.      MT  (+/- 180 meters Scaled)
 TP0747
 TP0747                          SUPERSEDED SURVEY CONTROL
 TP0747
 TP0747  NGVD 29 (??/??/92) 2062.395  (m)         6766.37   (f) ADJ UNCH    2 0
 TP0747
 TP0747.Superseded values are not recommended for survey control.
 TP0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0747.See file dsdata.txt to determine how the superseded data were derived.
 TP0747
 TP0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP865983(NAD 83)
 TP0747_MARKER: Q = CHISELED SQUARE
 TP0747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0747_SP_SET: FOUNDATION
 TP0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0747
 TP0747  HISTORY     - Date     Condition        Report By
 TP0747  HISTORY     - UNK      MONUMENTED       USGS
 TP0747  HISTORY     - 1959     GOOD             NGS
 TP0747
 TP0747                          STATION DESCRIPTION
 TP0747
 TP0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0747'15.75 MI NW FROM CONCONULLY.
 TP0747'15.75 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0747'CONCONULLY, ON TOP OF THE SOUTH CORNER OF THE SOUTHWEST CONCRETE
 TP0747'FOUNDATION FOR A CATTLE GUARD, 5 FEET SOUTHWEST OF THE CENTER LINE OF
 TP0747'THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1256 ***********************************************************************
 RZ1256  DESIGNATION -  677.386
 RZ1256  PID         -  RZ1256
 RZ1256  STATE/COUNTY-  WA/GARFIELD
 RZ1256  USGS QUAD   -  DODGE (1981)
 RZ1256
 RZ1256                         *CURRENT SURVEY CONTROL
 RZ1256  ___________________________________________________________________
 RZ1256* NAD 83(1986)-  46 35 51.     (N)    117 46 58.     (W)     SCALED    
 RZ1256* NAVD 88     -       207.393  (meters)     680.42   (feet)  POSTED    
 RZ1256  ___________________________________________________________________
 RZ1256  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 RZ1256  DYNAMIC HT  -         207.390 (meters)     680.41  (feet)  COMP
 RZ1256  MODELED GRAV-     980,599.6   (mgal)                       NAVD 88
 RZ1256
 RZ1256  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RZ1256
 RZ1256.The horizontal coordinates were scaled from a topographic map and have
 RZ1256.an estimated accuracy of +/- 6 seconds.
 RZ1256
 RZ1256.The orthometric height was determined by differential leveling
 RZ1256.and adjusted by the National Geodetic Survey in 1992..
 RZ1256.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RZ1256.rate of 0.0 thru 1.0 mm/km.
 RZ1256
 RZ1256.The geoid height was determined by GEOID03.
 RZ1256
 RZ1256.The dynamic height is computed by dividing the NAVD 88
 RZ1256.geopotential number by the normal gravity value computed on the
 RZ1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1256.degrees latitude (g = 980.6199 gals.).
 RZ1256
 RZ1256.The modeled gravity was interpolated from observed gravity values.
 RZ1256
 RZ1256;                    North         East    Units  Estimated Accuracy
 RZ1256;SPC WA S     -   144,100.      708,150.      MT  (+/- 180 meters Scaled)
 RZ1256
 RZ1256                          SUPERSEDED SURVEY CONTROL
 RZ1256
 RZ1256  NGVD 29 (??/??/92)  206.406  (m)          677.18   (f) ADJ UNCH    2 0
 RZ1256
 RZ1256.Superseded values are not recommended for survey control.
 RZ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1256.See file dsdata.txt to determine how the superseded data were derived.
 RZ1256
 RZ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM400607(NAD 83)
 RZ1256_MARKER: Q = CHISELED SQUARE
 RZ1256_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 RZ1256_SP_SET: BRIDGE HEADWALL
 RZ1256_MARK LOGO: USGS  
 RZ1256_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1256
 RZ1256  HISTORY     - Date     Condition        Report By
 RZ1256  HISTORY     - UNK      MONUMENTED       USGS
 RZ1256  HISTORY     - 1963     GOOD             NGS
 RZ1256  HISTORY     - 19860716 GOOD             NGS
 RZ1256
 RZ1256                          STATION DESCRIPTION
 RZ1256
 RZ1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RZ1256'2.0 MI SE FROM CENTRAL FERRY.
 RZ1256'REACHED FROM THE SERVICE STATION AND LUNCHROOM AT CENTRAL FERRY GO
 RZ1256'SOUTHEAST ON U.S. HIGHWAY 295 FOR 1.6 MILES TO A FORK, TAKE LEFT FORK,
 RZ1256'MEADOW CREEK ROAD, AND CONTINUE SOUTHEAST FOR 0.4 MILE TO THE CONCRETE
 RZ1256'BRIDGE AND THE CHISELED SQUARE ON THE LEFT.  THE CHISELED SQUARE IS IN
 RZ1256'THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF THE BRIDGE
 RZ1256'OVER MEADOW CREEK, 12 FEET EAST OF THE CENTER OF MEADOW CREEK ROAD AND
 RZ1256'0.5 FOOT WEST OF THE EAST CONCRETE GUARD RAIL.
 RZ1256
 RZ1256                          STATION RECOVERY (1986)
 RZ1256
 RZ1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 RZ1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0626 ***********************************************************************
 TR0626  DESIGNATION -  67C157
 TR0626  PID         -  TR0626
 TR0626  STATE/COUNTY-  WA/WHATCOM
 TR0626  USGS QUAD   -  
 TR0626
 TR0626                         *CURRENT SURVEY CONTROL
 TR0626  ___________________________________________________________________
 TR0626* NAD 83(1986)-  49 00 08.     (N)    122 45 27.     (W)     SCALED    
 TR0626* NAVD 88     -         9.074  (meters)      29.77   (feet)  ADJUSTED  
 TR0626  ___________________________________________________________________
 TR0626  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 TR0626  DYNAMIC HT  -           9.077 (meters)      29.78  (feet)  COMP
 TR0626  MODELED GRAV-     980,915.6   (mgal)                       NAVD 88
 TR0626
 TR0626  VERT ORDER  -  FIRST     CLASS I
 TR0626
 TR0626.The horizontal coordinates were scaled from a topographic map and have
 TR0626.an estimated accuracy of +/- 6 seconds.
 TR0626
 TR0626.The orthometric height was determined by differential leveling
 TR0626.and adjusted by the National Geodetic Survey in June 1991..
 TR0626
 TR0626.The geoid height was determined by GEOID03.
 TR0626
 TR0626.The dynamic height is computed by dividing the NAVD 88
 TR0626.geopotential number by the normal gravity value computed on the
 TR0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0626.degrees latitude (g = 980.6199 gals.).
 TR0626
 TR0626.The modeled gravity was interpolated from observed gravity values.
 TR0626
 TR0626;                    North         East    Units  Estimated Accuracy
 TR0626;SPC WA N     -   224,390.      359,220.      MT  (+/- 180 meters Scaled)
 TR0626
 TR0626                          SUPERSEDED SURVEY CONTROL
 TR0626
 TR0626  NGVD 29 (??/??/92)    7.844  (m)           25.73   (f) ADJ UNCH    1 1
 TR0626
 TR0626.Superseded values are not recommended for survey control.
 TR0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0626.See file dsdata.txt to determine how the superseded data were derived.
 TR0626
 TR0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV177277(NAD 83)
 TR0626_MARKER: DD = SURVEY DISK
 TR0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0626_SP_SET: CONCRETE LEG
 TR0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0626+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 TR0626
 TR0626  HISTORY     - Date     Condition        Report By
 TR0626  HISTORY     - UNK      MONUMENTED       GSC
 TR0626  HISTORY     - 1973     GOOD             NGS
 TR0626  HISTORY     - 20020725 GOOD             ORION
 TR0626
 TR0626                          STATION DESCRIPTION
 TR0626
 TR0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0626'IN BLAINE.
 TR0626'AT BLAINE, AT THE INTERNATIONAL BOUNDARY, 0.15 MILE NORTH OF THE U.S.
 TR0626'CUSTOMS AND IMIGRATION INSPECTION STATION, SET VERTICALLY IN THE
 TR0626'CENTER OF THE NORTH FACE OF THE WEST CONCRETE LEG OF THE PEACE ARCH,
 TR0626'BETWEEN THE LANES OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE GROUND.
 TR0626
 TR0626                          STATION RECOVERY (2002)
 TR0626
 TR0626'RECOVERY NOTE BY ORION GPS 2002 (JDP)
 TR0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1652 ***********************************************************************
 SW1652  DESIGNATION -  68 FMK
 SW1652  PID         -  SW1652
 SW1652  STATE/COUNTY-  WA/DOUGLAS
 SW1652  USGS QUAD   -  WITHROW (1968)
 SW1652
 SW1652                         *CURRENT SURVEY CONTROL
 SW1652  ___________________________________________________________________
 SW1652* NAD 83(1998)-  47 41 58.83878(N)    119 46 14.07976(W)     ADJUSTED  
 SW1652* NAVD 88     -       760.5    (meters)    2495.     (feet)  GPS OBS   
 SW1652  ___________________________________________________________________
 SW1652  X           -  -2,135,554.794 (meters)                     COMP
 SW1652  Y           -  -3,733,333.006 (meters)                     COMP
 SW1652  Z           -   4,695,015.913 (meters)                     COMP
 SW1652  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 SW1652  ELLIP HEIGHT-         741.16  (meters)          (07/05/01) GPS OBS
 SW1652  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 SW1652
 SW1652  HORZ ORDER  -  FIRST
 SW1652  ELLP ORDER  -  FOURTH    CLASS II
 SW1652
 SW1652.The horizontal coordinates were established by GPS observations
 SW1652.and adjusted by the National Geodetic Survey in July 2001..
 SW1652.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1652.DATUM ITEM on the data sheet items page.
 SW1652
 SW1652.The orthometric height was determined by GPS observations and a
 SW1652.high-resolution geoid model.
 SW1652
 SW1652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1652
 SW1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1652
 SW1652.The ellipsoidal height was determined by GPS observations
 SW1652.and is referenced to NAD 83.
 SW1652
 SW1652.The geoid height was determined by GEOID03.
 SW1652
 SW1652;                    North         East     Units Scale Factor Converg.
 SW1652;SPC WA N     -    78,342.180   579,762.683   MT  0.99996874   +0 47 28.5
 SW1652;SPC WA N     -   257,027.64  1,902,104.74   sFT  0.99996874   +0 47 28.5
 SW1652;UTM  11      - 5,286,639.992   292,138.263   MT  1.00013097   -2 02 59.7
 SW1652
 SW1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1652!SPC WA N     -   0.99988385  x   0.99996874  =   0.99985259
 SW1652!UTM  11      -   0.99988385  x   1.00013097  =   1.00001480
 SW1652
 SW1652                          SUPERSEDED SURVEY CONTROL
 SW1652
 SW1652  NAD 83(1991)-  47 41 58.83752(N)    119 46 14.07991(W) AD(       ) 1
 SW1652  ELLIP H (01/21/94)  741.28   (m)                       GP(       ) 4 1
 SW1652
 SW1652.Superseded values are not recommended for survey control.
 SW1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1652.See file dsdata.txt to determine how the superseded data were derived.
 SW1652
 SW1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9213886640(NAD 83)
 SW1652_MARKER: DB = BENCH MARK DISK
 SW1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1652_SP_SET: CONCRETE POST
 SW1652_STAMPING: 68 FMK 1962 2491
 SW1652_MARK LOGO: USGS  
 SW1652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1652+STABILITY: POSITION/ELEVATION WELL
 SW1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1652+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1993
 SW1652
 SW1652  HISTORY     - Date     Condition        Report By
 SW1652  HISTORY     - 1962     MONUMENTED       USGS
 SW1652  HISTORY     - 19930520 GOOD             DCPW
 SW1652
 SW1652                          STATION DESCRIPTION
 SW1652
 SW1652'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1652'THE STATION IS APPROXIMATELY 23 MI (37.0 KM) WNW OF COULEE CITY, WA,
 SW1652'14.5 MI (23.3 KM) ENE OF WATERVILLE, WA, AND 31 MI (49.9 KM) NE OF
 SW1652'EAST WENATCHEE, WA, IN THE SW 1/4 OF SECTION 36, T26N, R24E, WM,
 SW1652'DOUGLAS COUNTY, WA.
 SW1652'TO REACH STATION FROM THE POST OFFICE AND GENERAL STORE IN DOUGLAS,
 SW1652'WA, DRIVE EASTERLY ALONG HIGHWAY 2, 9.34 MI (15.03 KM) TO THE
 SW1652'JUNCTION OF HIGHWAY 172 TO THE NORTH. CONTINUE NORTH ALONG HIGHWAY
 SW1652'172 6.0 MI (9.7 KM) TO THE INTERSECTION OF 6-NW, A PAVED ROAD TO THE
 SW1652'WEST AND A PRIMITIVE DIRT ROAD TO THE EAST. CONTINUE EAST ALONG 6-NW
 SW1652'2.1 MI (3.4 KM) TO THE T-INTERSECTION OF A-NW, A N-S DIRT ROAD, AND
 SW1652'THE STATION 15 FT (4.6 M) EAST OF THE CENTERLINE OF A-NW, 29 FT
 SW1652'(8.8 M) NORTH OF THE CENTERLINE OF 6-NW, 30.7 FT (9.4 M) N74E OF THE
 SW1652'ROAD INTERSECTION MARKER, 0.9 FT (0.3 M) N80W OF A STEEL POST WITH A
 SW1652'WITNESS SIGN, AND 3.5 FT (1.1 M) N52W OF AN ORANGE CARSONITE WITNESS
 SW1652'POST.
 SW1652'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -68 FMK 1962 2491-
 SW1652'SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER, FLUSH WITH THE
 SW1652'SURROUNDING DIRT SURFACE.
 SW1652'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1652'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1653 ***********************************************************************
 SW1653  DESIGNATION -  68 FMK
 SW1653  PID         -  SW1653
 SW1653  STATE/COUNTY-  WA/DOUGLAS
 SW1653  USGS QUAD   -  LAMOINE (1968)
 SW1653
 SW1653                         *CURRENT SURVEY CONTROL
 SW1653  ___________________________________________________________________
 SW1653* NAD 83(1998)-  47 41 58.61815(N)    119 59 09.85589(W)     ADJUSTED  
 SW1653* NAVD 88     -       860.1    (meters)    2822.     (feet)  GPS OBS   
 SW1653  ___________________________________________________________________
 SW1653  X           -  -2,149,617.078 (meters)                     COMP
 SW1653  Y           -  -3,725,337.211 (meters)                     COMP
 SW1653  Z           -   4,695,085.164 (meters)                     COMP
 SW1653  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 SW1653  ELLIP HEIGHT-         840.99  (meters)          (07/05/01) GPS OBS
 SW1653  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 SW1653
 SW1653  HORZ ORDER  -  FIRST
 SW1653  ELLP ORDER  -  FOURTH    CLASS II
 SW1653
 SW1653.The horizontal coordinates were established by GPS observations
 SW1653.and adjusted by the National Geodetic Survey in July 2001..
 SW1653.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1653.DATUM ITEM on the data sheet items page.
 SW1653
 SW1653.The orthometric height was determined by GPS observations and a
 SW1653.high-resolution geoid model.
 SW1653
 SW1653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1653
 SW1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1653
 SW1653.The ellipsoidal height was determined by GPS observations
 SW1653.and is referenced to NAD 83.
 SW1653
 SW1653.The geoid height was determined by GEOID03.
 SW1653
 SW1653;                    North         East     Units Scale Factor Converg.
 SW1653;SPC WA N     -    78,134.659   563,590.135   MT  0.99996875   +0 37 50.9
 SW1653;SPC WA N     -   256,346.79  1,849,045.30   sFT  0.99996875   +0 37 50.9
 SW1653;UTM  11      - 5,287,234.356   275,971.997   MT  1.00021678   -2 12 34.2
 SW1653;UTM  10      - 5,287,315.363   726,117.840   MT  1.00022835   +2 13 48.4
 SW1653
 SW1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1653!SPC WA N     -   0.99986820  x   0.99996875  =   0.99983696
 SW1653!UTM  11      -   0.99986820  x   1.00021678  =   1.00008495
 SW1653!UTM  10      -   0.99986820  x   1.00022835  =   1.00009652
 SW1653
 SW1653                          SUPERSEDED SURVEY CONTROL
 SW1653
 SW1653  NAD 83(1991)-  47 41 58.61702(N)    119 59 09.85638(W) AD(       ) 1
 SW1653  ELLIP H (01/21/94)  841.12   (m)                       GP(       ) 4 1
 SW1653
 SW1653.Superseded values are not recommended for survey control.
 SW1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1653.See file dsdata.txt to determine how the superseded data were derived.
 SW1653
 SW1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN7597287234(NAD 83)
 SW1653_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1653_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 SW1653_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 SW1653_STAMPING: 68 FMK 1967
 SW1653_MARK LOGO: USGS  
 SW1653_PROJECTION: FLUSH
 SW1653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1653+STABILITY: POSITION/ELEVATION WELL
 SW1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1653+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1993
 SW1653_ROD/PIPE-DEPTH: 3.05 meters
 SW1653_SLEEVE-DEPTH  : 0.51 meters
 SW1653
 SW1653  HISTORY     - Date     Condition        Report By
 SW1653  HISTORY     - 1967     MONUMENTED       USGS
 SW1653  HISTORY     - 19930502 GOOD             DCPW
 SW1653
 SW1653                          STATION DESCRIPTION
 SW1653
 SW1653'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1653'016
 SW1653'THE STATION IS APPROXIMATELY 5.5 MI (8.9 KM) NE OF WATERVILLE, WA,
 SW1653'17.5 MI (28.2 KM) SW OF MANSFIELD, WA, AND 19 MI (30.6 KM) NORTH OF
 SW1653'PALISADES, WA, IN THE NE 1/4 OF SECTION 6, T25N, R23E, WM, DOUGLAS
 SW1653'COUNTY, WA.
 SW1653'TO REACH STATION FROM THE POST OFFICE AND GENERAL STORE IN DOUGLAS,
 SW1653'WA, DRIVE EAST ALONG HIGHWAY 2 250 FT (76.2 M) TO THE INTERSECTION OF
 SW1653'THE DOUGLAS NORTH ROAD, A PAVED ROAD TO THE NORTH. CONTINUE NORTH
 SW1653'ALONG THE DOUGLAS NORTH ROAD 6.1 MI (9.8 KM) TO THE INTERSECTION
 SW1653'6-NW, A GRAVEL ROAD TO THE WEST. CONTINUE WEST ALONG GRAVEL ROAD
 SW1653'APPROXIMATELY 200 FT (61.0 M) TO THE INTERSECTION OF K-NW, A DIRT
 SW1653'ROAD TO THE NORTH, AND THE STATION 32 FT (9.8 M) SOUTH OF THE 6-NW,
 SW1653'34 FT (10.4 M) WEST OF K-NW, AND 3.5 FT (1.1 M) N60E OF A WITNESS
 SW1653'SIGN ON A STEEL POST.
 SW1653'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -68 FMK 1967- SET ON
 SW1653'THE TOP OF 10 FT (3.0 M) OF COPPER-COATED ROD, ENCASED IN A STEEL
 SW1653'SLEEVE, FLUSH WITH THE SURROUNDING DIRT SURFACE.
 SW1653'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1653'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4298 ***********************************************************************
 RD4298  DESIGNATION -  6822
 RD4298  PID         -  RD4298
 RD4298  STATE/COUNTY-  WA/CLARK
 RD4298  USGS QUAD   -  ORCHARDS (1990)
 RD4298
 RD4298                         *CURRENT SURVEY CONTROL
 RD4298  ___________________________________________________________________
 RD4298* NAD 83(1986)-  45 40 22.     (N)    122 33 09.     (W)     SCALED    
 RD4298* NAVD 88     -        66.019  (meters)     216.60   (feet)  ADJUSTED  
 RD4298  ___________________________________________________________________
 RD4298  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 RD4298  DYNAMIC HT  -          66.020 (meters)     216.60  (feet)  COMP
 RD4298  MODELED GRAV-     980,618.7   (mgal)                       NAVD 88
 RD4298
 RD4298  VERT ORDER  -  SECOND    CLASS II
 RD4298
 RD4298.The horizontal coordinates were scaled from a topographic map and have
 RD4298.an estimated accuracy of +/- 6 seconds.
 RD4298
 RD4298.The orthometric height was determined by differential leveling
 RD4298.and adjusted by the National Geodetic Survey in April 1995..
 RD4298
 RD4298.The geoid height was determined by GEOID03.
 RD4298
 RD4298.The dynamic height is computed by dividing the NAVD 88
 RD4298.geopotential number by the normal gravity value computed on the
 RD4298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4298.degrees latitude (g = 980.6199 gals.).
 RD4298
 RD4298.The modeled gravity was interpolated from observed gravity values.
 RD4298
 RD4298;                    North         East    Units  Estimated Accuracy
 RD4298;SPC WA S     -    39,810.      340,080.      MT  (+/- 180 meters Scaled)
 RD4298
 RD4298                          SUPERSEDED SURVEY CONTROL
 RD4298
 RD4298  NGVD 29 (03/17/92)   64.969  (m)          213.15   (f) ADJUSTED    2 2
 RD4298
 RD4298.Superseded values are not recommended for survey control.
 RD4298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4298.See file dsdata.txt to determine how the superseded data were derived.
 RD4298
 RD4298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348577(NAD 83)
 RD4298_MARKER: DB = BENCH MARK DISK
 RD4298_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4298_SP_SET: TOP OF CURB
 RD4298_STAMPING: 6822  1990
 RD4298_MARK LOGO: WA-011
 RD4298_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4298+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RD4298
 RD4298  HISTORY     - Date     Condition        Report By
 RD4298  HISTORY     - 1990     MONUMENTED       WA-011
 RD4298  HISTORY     - 20040311 GOOD             USPSQD
 RD4298  HISTORY     - 20050428 GOOD             USPSQD
 RD4298  HISTORY     - 20060718 GOOD             USPSQD
 RD4298
 RD4298                          STATION DESCRIPTION
 RD4298
 RD4298'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4298'IN TOP OF WEST CURB OF N.E. 117TH AVE (SR-503),0.3 MILES NORTH OF
 RD4298'INTERSECTION OF SR-500, FOURTH PLAIN ROAD, AND SR-503, IN FRONT OF
 RD4298'ORCHARDS ELEMENTARY SCHOOL, 79.6 FT (24.3 M) NORTH OF PROJECTED SOUTH
 RD4298'LINE OF NEW (SOUTH) WING, 16 FT (4.9 M) EAST OF POWER POLE NO. PUD
 RD4298'40734 83SET 2 IN DIAM DOMED BRASS DISK
 RD4298
 RD4298                          STATION RECOVERY (2004)
 RD4298
 RD4298'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4298'RECOVERED IN GOOD CONDITION.
 RD4298
 RD4298                          STATION RECOVERY (2005)
 RD4298
 RD4298'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4298'RECOVERED IN GOOD CONDITION.
 RD4298
 RD4298                          STATION RECOVERY (2006)
 RD4298
 RD4298'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0759 ***********************************************************************
 SA0759  DESIGNATION -  684
 SA0759  PID         -  SA0759
 SA0759  STATE/COUNTY-  WA/FRANKLIN
 SA0759  USGS QUAD   -  LOCKE ISLAND (1986)
 SA0759
 SA0759                         *CURRENT SURVEY CONTROL
 SA0759  ___________________________________________________________________
 SA0759* NAD 83(1986)-  46 40 15.     (N)    119 24 40.     (W)     SCALED    
 SA0759* NAVD 88     -       209.58   (+/-2cm)     687.6    (feet)  VERTCON   
 SA0759  ___________________________________________________________________
 SA0759  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SA0759
 SA0759  VERT ORDER  -  ? (See Below)
 SA0759
 SA0759.The horizontal coordinates were scaled from a topographic map and have
 SA0759.an estimated accuracy of +/- 6 seconds.
 SA0759
 SA0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0759.The vertical order pertains to the NGVD 29 superseded value.
 SA0759
 SA0759.The geoid height was determined by GEOID03.
 SA0759
 SA0759;                    North         East    Units  Estimated Accuracy
 SA0759;SPC WA S     -   149,240.      583,310.      MT  (+/- 180 meters Scaled)
 SA0759
 SA0759                          SUPERSEDED SURVEY CONTROL
 SA0759
 SA0759  NGVD 29 (??/??/92)  208.504  (m)          684.07   (f) ADJ UNCH    ?  
 SA0759
 SA0759.Superseded values are not recommended for survey control.
 SA0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0759.See file dsdata.txt to determine how the superseded data were derived.
 SA0759
 SA0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM155714(NAD 83)
 SA0759_MARKER: P = PIPE CAP
 SA0759_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0759_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0759_STAMPING: 1913 684 WASH
 SA0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0759
 SA0759  HISTORY     - Date     Condition        Report By
 SA0759  HISTORY     - 1913     MONUMENTED       USGS
 SA0759  HISTORY     - 1967     GOOD             NGS
 SA0759
 SA0759                          STATION DESCRIPTION
 SA0759
 SA0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA0759'10.9 MI SE FROM WAHLUKE.
 SA0759'THE MARK IS 18 YARDS EAST-NORTHEAST OF THE QUARTER-CORNER MARK BETWEEN
 SA0759'SECTIONS 26 AND 27, T14N, R27E, 147 YARDS WEST-SOUTHWEST OF A BLACKTOP
 SA0759'ROAD, ON THE EAST SLOPE OF A LOW, SANDY HUMP AT THE WEST END OF A
 SA0759'100-YARD DIAMETER DEPRESSION ABOUT 15 FEET DEEP.  THE MARK IS ABOUT 3
 SA0759'FEET LOWER THAN THE SUMMIT OF THIS HUMP.  THERE IS A KNOLL ABOUT 40
 SA0759'YARDS SOUTH OF THE MARK THAT IS ABOUT 10 FEET HIGHER THAN THIS HUMP. A
 SA0759'METAL WITNESS POST WAS SET 6 INCHES WEST OF THE MARK. MARK MAY BE
 SA0759'REACHED FROM THE BLACKTOP CROSSROADS 0.3 MILE EAST OF 684 (USGS) BY
 SA0759'GOING SOUTHERLY ON THE BLACKTOP ROAD FOR 0.9 MILE TO THE 100-YARD
 SA0759'DIAMETER BASIN ON THE RIGHT AND THE MARK ON THE RIGHT, ABOUT 147 YARDS
 SA0759'WEST-SOUTHWEST OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0100 ***********************************************************************
 SX0100  DESIGNATION -  685
 SX0100  PID         -  SX0100
 SX0100  STATE/COUNTY-  WA/CHELAN
 SX0100  USGS QUAD   -  WENATCHEE (1987)
 SX0100
 SX0100                         *CURRENT SURVEY CONTROL
 SX0100  ___________________________________________________________________
 SX0100* NAD 83(1986)-  47 25 21.     (N)    120 18 42.     (W)     SCALED    
 SX0100* NAVD 88     -       209.743  (meters)     688.13   (feet)  ADJUSTED  
 SX0100  ___________________________________________________________________
 SX0100  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SX0100  DYNAMIC HT  -         209.762 (meters)     688.19  (feet)  COMP
 SX0100  MODELED GRAV-     980,700.6   (mgal)                       NAVD 88
 SX0100
 SX0100  VERT ORDER  -  FIRST     CLASS II
 SX0100
 SX0100.The horizontal coordinates were scaled from a topographic map and have
 SX0100.an estimated accuracy of +/- 6 seconds.
 SX0100
 SX0100.The orthometric height was determined by differential leveling
 SX0100.and adjusted by the National Geodetic Survey in June 1991..
 SX0100
 SX0100.The geoid height was determined by GEOID03.
 SX0100
 SX0100.The dynamic height is computed by dividing the NAVD 88
 SX0100.geopotential number by the normal gravity value computed on the
 SX0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0100.degrees latitude (g = 980.6199 gals.).
 SX0100
 SX0100.The modeled gravity was interpolated from observed gravity values.
 SX0100
 SX0100;                    North         East    Units  Estimated Accuracy
 SX0100;SPC WA N     -    47,110.      539,360.      MT  (+/- 180 meters Scaled)
 SX0100
 SX0100                          SUPERSEDED SURVEY CONTROL
 SX0100
 SX0100  NGVD 29 (??/??/92)  208.610  (m)          684.41   (f) ADJ UNCH    1 2
 SX0100
 SX0100.Superseded values are not recommended for survey control.
 SX0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0100.See file dsdata.txt to determine how the superseded data were derived.
 SX0100
 SX0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT027556(NAD 83)
 SX0100_MARKER: DD = SURVEY DISK
 SX0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0100_SP_SET: WALL
 SX0100_STAMPING: 685.0
 SX0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0100
 SX0100  HISTORY     - Date     Condition        Report By
 SX0100  HISTORY     - UNK      MONUMENTED       USGS
 SX0100  HISTORY     - 1944     GOOD             NGS
 SX0100  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0100
 SX0100                          STATION DESCRIPTION
 SX0100
 SX0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX0100'IN WENATCHEE.
 SX0100'AT WENATCHEE, CHELAN COUNTY, ON THE SOUTH SIDE OF MISSION STREET,
 SX0100'BETWEEN ORONDO AVENUE AND PALOUSE STREET, AT THE CHAMBER OF COMMERCE
 SX0100'BUILDING, IN THE WALL, 1 FOOT WEST OF THE EAST END OF THE BUILDING,
 SX0100'AND 3 FEET ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY
 SX0100'STANDARD DISK, STAMPED 685.0 AND SET VERTICALLY.
 SX0100
 SX0100                          STATION RECOVERY (1982)
 SX0100
 SX0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0100'SEARCHED FOR BUT NOT RECOVERED, BUILDING DESCRIBED HAS BEEN RESURFACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0026 ***********************************************************************
 SX0026  DESIGNATION -  698.7
 SX0026  PID         -  SX0026
 SX0026  STATE/COUNTY-  WA/CHELAN
 SX0026  USGS QUAD   -  ENTIAT (1987)
 SX0026
 SX0026                         *CURRENT SURVEY CONTROL
 SX0026  ___________________________________________________________________
 SX0026* NAD 83(1986)-  47 41 28.     (N)    120 12 20.     (W)     SCALED    
 SX0026* NAVD 88     -       213.73   (+/-2cm)     701.2    (feet)  VERTCON   
 SX0026  ___________________________________________________________________
 SX0026  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 SX0026
 SX0026  VERT ORDER  -  ? (See Below)
 SX0026
 SX0026.The horizontal coordinates were scaled from a topographic map and have
 SX0026.an estimated accuracy of +/- 6 seconds.
 SX0026
 SX0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0026.The vertical order pertains to the NGVD 29 superseded value.
 SX0026
 SX0026.The geoid height was determined by GEOID03.
 SX0026
 SX0026;                    North         East    Units  Estimated Accuracy
 SX0026;SPC WA N     -    77,030.      547,130.      MT  (+/- 180 meters Scaled)
 SX0026
 SX0026                          SUPERSEDED SURVEY CONTROL
 SX0026
 SX0026  NGVD 29 (??/??/92)  212.552  (m)          697.35   (f) ADJ UNCH    ?  
 SX0026
 SX0026.Superseded values are not recommended for survey control.
 SX0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0026.See file dsdata.txt to determine how the superseded data were derived.
 SX0026
 SX0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT096857(NAD 83)
 SX0026_MARKER: DD = SURVEY DISK
 SX0026_SETTING: 0 = UNSPECIFIED SETTING
 SX0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0026
 SX0026  HISTORY     - Date     Condition        Report By
 SX0026  HISTORY     - UNK      MONUMENTED       USGS
 SX0026  HISTORY     - 1934     GOOD             NGS
 SX0026  HISTORY     - 1968     MARK NOT FOUND   USGS
 SX0026
 SX0026                          STATION DESCRIPTION
 SX0026
 SX0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0026'0.4 MI N FROM ENTIAT.
 SX0026'ABOUT 0.4 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SX0026'AT ENTIAT, CHELAN COUNTY, ABOUT 150 FEET SOUTH OF THE CROSSING OF A
 SX0026'ROAD LEADING TO ENTIAT FERRY OVER COLUMBIA RIVER, ABOUT 30 FEET WEST
 SX0026'OF THE CENTER OF THE TRACK AND ABOUT 30 FEET EAST OF THE CENTER OF
 SX0026'U.S. HIGHWAY 97.  THE TOP OF A STEEL RAIL, PAINTED U.S.B.M. 698.7 AND
 SX0026'PROJECTING ABOUT 1 1/2 FEET ABOVE THE GROUND.  NOTE-- BM NOW UNDER
 SX0026'WATER.
 SX0026
 SX0026                          STATION RECOVERY (1968)
 SX0026
 SX0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 SX0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0294 ***********************************************************************
 SC0294  DESIGNATION -  7
 SC0294  PID         -  SC0294
 SC0294  STATE/COUNTY-  WA/COWLITZ
 SC0294  USGS QUAD   -  COAL CREEK (1985)
 SC0294
 SC0294                         *CURRENT SURVEY CONTROL
 SC0294  ___________________________________________________________________
 SC0294* NAD 83(1986)-  46 11 21.     (N)    123 07 21.     (W)     SCALED    
 SC0294* NAVD 88     -         4.537  (meters)      14.89   (feet)  ADJUSTED  
 SC0294  ___________________________________________________________________
 SC0294  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 SC0294  DYNAMIC HT  -           4.537 (meters)      14.89  (feet)  COMP
 SC0294  MODELED GRAV-     980,764.5   (mgal)                       NAVD 88
 SC0294
 SC0294  VERT ORDER  -  FIRST     CLASS II
 SC0294
 SC0294.The horizontal coordinates were scaled from a topographic map and have
 SC0294.an estimated accuracy of +/- 6 seconds.
 SC0294
 SC0294.The orthometric height was determined by differential leveling
 SC0294.and adjusted by the National Geodetic Survey in June 1991..
 SC0294
 SC0294.The geoid height was determined by GEOID03.
 SC0294
 SC0294.The dynamic height is computed by dividing the NAVD 88
 SC0294.geopotential number by the normal gravity value computed on the
 SC0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0294.degrees latitude (g = 980.6199 gals.).
 SC0294
 SC0294.The modeled gravity was interpolated from observed gravity values.
 SC0294
 SC0294;                    North         East    Units  Estimated Accuracy
 SC0294;SPC WA S     -    98,490.      297,600.      MT  (+/- 180 meters Scaled)
 SC0294
 SC0294                          SUPERSEDED SURVEY CONTROL
 SC0294
 SC0294  NGVD 29 (??/??/92)    3.600  (m)           11.81   (f) ADJ UNCH    1 2
 SC0294
 SC0294.Superseded values are not recommended for survey control.
 SC0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0294.See file dsdata.txt to determine how the superseded data were derived.
 SC0294
 SC0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS905150(NAD 83)
 SC0294_MARKER: Z = SEE DESCRIPTION
 SC0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0294_STAMPING: U.S.E. 1911 B.M. 7
 SC0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0294+STABILITY: SURFACE MOTION
 SC0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0294+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 SC0294
 SC0294  HISTORY     - Date     Condition        Report By
 SC0294  HISTORY     - 1911     MONUMENTED       DOD
 SC0294  HISTORY     - 1942     GOOD             NGS
 SC0294  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0294  HISTORY     - 20040430 GOOD             USACE
 SC0294
 SC0294                          STATION DESCRIPTION
 SC0294
 SC0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 SC0294'IN STELLA.
 SC0294'A U.S.E.D. CONCRETE MONUMENT WITH A 1/4 IN. DIAMETER BRASS ROD SET IN
 SC0294'A DEPRESSED CUP ABOUT 0.25 FT. IN DIAMETER WITH THE TOP OF THE ROD
 SC0294'ABOUT 0.05 FT. BELOW THE SURFACE OF THE MONUMENT.  INSCRIBED IN THE
 SC0294'CONCRETE IS U S E 1911 B M 7.  MARK IS AT THE TOP EDGE OF THE RIVER
 SC0294'BANK IN THE APPLE ORCHARD AND COW PASTURE OF W.H. WILLIAMSON.  225
 SC0294'FEET SOUTHWEST OF HIS RESIDENCE.  20 FEET EAST OF A DILLAPIDATED SMALL
 SC0294'HOUSE.  ABOUT 100 WEST (DOWNSTREAM) FROM A WEEPING WILLOW TREE. FLUSH
 SC0294'WITH THE GROUND LEVEL.  AND ABOUT 100 YARDS WEST OF THE D.B. HORTON
 SC0294'SERVICE STATION.
 SC0294
 SC0294                          STATION RECOVERY (1981)
 SC0294
 SC0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0294'MARK NOT FOUND.
 SC0294
 SC0294                          STATION RECOVERY (2004)
 SC0294
 SC0294'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DAH)
 SC0294'FOUND POINT SOUTH OF DILAPIDATED SMALL HOUSE.
 SC0294'THE MONUMENT IS A WORN CONCRETE MASS WITH THE 1/4IN. DIAMETER BRASS
 SC0294'ROD STICKING UP SEVERAL INCHES,MONUMENT APPEARS SOLID.
 SC0294'THE SW CORNER OF RESIDENCE NO.8535 SR 004 BEARS NLY 68.6 M.
 SC0294'THE NORTH SHORE OF THE COLUMBIA RIVER BEARS SELY 10 M.
 SC0294'THE SW CORNER OF THE SMALL BUILDING BEARS NWLY 4.3 M.
 SC0294'A  WADOT  WITNESS POST BEARS NWLY 70 CM.
 SC0294' 
 SC0294' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3961 ***********************************************************************
 SY3961  DESIGNATION -  7
 SY3961  PID         -  SY3961
 SY3961  STATE/COUNTY-  WA/KING
 SY3961  USGS QUAD   -  
 SY3961
 SY3961                         *CURRENT SURVEY CONTROL
 SY3961  ___________________________________________________________________
 SY3961* NAD 83(1991)-  47 44 53.86749(N)    122 21 40.43303(W)     ADJUSTED  
 SY3961* NAVD 88     -       161.     (meters)     528.     (feet)  SCALED    
 SY3961  ___________________________________________________________________
 SY3961  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 SY3961  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 SY3961
 SY3961  HORZ ORDER  -  THIRD
 SY3961
 SY3961.The horizontal coordinates were established by classical geodetic methods
 SY3961.and adjusted by the National Geodetic Survey in December 1991..
 SY3961
 SY3961.The orthometric height was scaled from a topographic map.
 SY3961
 SY3961.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3961
 SY3961.The geoid height was determined by GEOID03.
 SY3961
 SY3961;                    North         East     Units Scale Factor Converg.
 SY3961;SPC WA N     -    84,334.236   385,438.322   MT  0.99996295   -1 08 15.2
 SY3961;SPC WA N     -   276,686.57  1,264,558.89   sFT  0.99996295   -1 08 15.2
 SY3961;UTM  10      - 5,288,522.608   547,880.488   MT  0.99962817   +0 28 22.2
 SY3961
 SY3961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3961!SPC WA N     -   0.99997843  x   0.99996295  =   0.99994139
 SY3961!UTM  10      -   0.99997843  x   0.99962817  =   0.99960661
 SY3961
 SY3961                          SUPERSEDED SURVEY CONTROL
 SY3961
 SY3961  NAD 83(1986)-  47 44 53.86232(N)    122 21 40.43710(W) AD(       ) 3
 SY3961  NAD 27      -  47 44 54.50217(N)    122 21 35.99852(W) AD(       ) 3
 SY3961
 SY3961.Superseded values are not recommended for survey control.
 SY3961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3961.See file dsdata.txt to determine how the superseded data were derived.
 SY3961
 SY3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4788088523(NAD 83)
 SY3961_MARKER: DD = SURVEY DISK
 SY3961_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY3961_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 SY3961
 SY3961  HISTORY     - Date     Condition        Report By
 SY3961  HISTORY     - 1966     MONUMENTED       CGS
 SY3961  HISTORY     - 1968     GOOD             CGS
 SY3961  HISTORY     - 1983     GOOD             USPSQD
 SY3961
 SY3961                          STATION DESCRIPTION
 SY3961
 SY3961'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY3961'LOCATED IN THE NORTHWEST SECTION OF THE CITY OF SEATTLE, IN THE
 SY3961'WESTERN AREA OF THE CAMPUS OF SHORELINE COMMUNITY COLLEGE AND IN A
 SY3961'PARKING AREA.
 SY3961'
 SY3961'THE STATION IS A PLAIN BRONZE DISK STAMPED 7 SHORELINE COMMUNITY
 SY3961'COLLEGE 1966, SET IN TOP OF A 3 INCH PIPE THAT IS ENCASED IN A
 SY3961'9 INCH SQUARE CONCRETE POST.  THE POST PROJECTS 6 INCHES ABOVE
 SY3961'THE SURFACE OF THE GROUND AND THE PIPE PROJECTS 2 INCHES ABOVE THE
 SY3961'TOP OF THE POST, ABOUT 40 YARDS WEST OF THE NORTHWEST CORNER OF
 SY3961'BUILDING 400 (EXCLUDING THE ROOF PROJECTIONS), 11 FEET NORTH OF
 SY3961'THE WESTERLY PROLONGATION OF THE BUILDING 22 FEET EAST OF THE
 SY3961'CENTERLINE OF A ROAD ALONG THE WEST SIDE OF THE CAMPUS AND
 SY3961'4.3 FEET NORTHWEST OF A LAMP POLE.
 SY3961'
 SY3961'LOCATED BY TRAVERSE FROM STATION SIX (SCC) 1968, THE DISTANCE BEING
 SY3961'657.13 FEET NORTH-NORTHWEST OF STATION SIX (SCC) 1968.
 SY3961
 SY3961                          STATION RECOVERY (1983)
 SY3961
 SY3961'RECOVERY NOTE BY US POWER SQUADRON 1983 (RJM)
 SY3961'7 SHORELINE COMMUNITY COLLEGE 1966 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1658 ***********************************************************************
 SA1658  DESIGNATION -  7 8 18 17
 SA1658  PID         -  SA1658
 SA1658  STATE/COUNTY-  WA/GRANT
 SA1658  USGS QUAD   -  FRENCHMAN HILLS LAKE (1986)
 SA1658
 SA1658                         *CURRENT SURVEY CONTROL
 SA1658  ___________________________________________________________________
 SA1658* NAD 83(1986)-  46 58 18.     (N)    119 36 00.     (W)     SCALED    
 SA1658* NAVD 88     -       343.755  (meters)    1127.80   (feet)  ADJUSTED  
 SA1658  ___________________________________________________________________
 SA1658  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SA1658  DYNAMIC HT  -         343.777 (meters)    1127.88  (feet)  COMP
 SA1658  MODELED GRAV-     980,668.7   (mgal)                       NAVD 88
 SA1658
 SA1658  VERT ORDER  -  SECOND    CLASS 0
 SA1658
 SA1658.The horizontal coordinates were scaled from a topographic map and have
 SA1658.an estimated accuracy of +/- 6 seconds.
 SA1658
 SA1658.The orthometric height was determined by differential leveling
 SA1658.and adjusted by the National Geodetic Survey in June 1991..
 SA1658
 SA1658.The geoid height was determined by GEOID03.
 SA1658
 SA1658.The dynamic height is computed by dividing the NAVD 88
 SA1658.geopotential number by the normal gravity value computed on the
 SA1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1658.degrees latitude (g = 980.6199 gals.).
 SA1658
 SA1658.The modeled gravity was interpolated from observed gravity values.
 SA1658
 SA1658;                    North         East    Units  Estimated Accuracy
 SA1658;SPC WA S     -   182,490.      568,480.      MT  (+/- 180 meters Scaled)
 SA1658
 SA1658                          SUPERSEDED SURVEY CONTROL
 SA1658
 SA1658  NGVD 29 (??/??/92)  342.648  (m)         1124.17   (f) ADJ UNCH    2 0
 SA1658
 SA1658.Superseded values are not recommended for survey control.
 SA1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1658.See file dsdata.txt to determine how the superseded data were derived.
 SA1658
 SA1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN022052(NAD 83)
 SA1658_MARKER: P = PIPE CAP
 SA1658_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1658_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1658_STAMPING: T17N R26E S7 S8 S18 S17
 SA1658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1658
 SA1658  HISTORY     - Date     Condition        Report By
 SA1658  HISTORY     - UNK      MONUMENTED       BOR
 SA1658  HISTORY     - 1959     GOOD             NGS
 SA1658  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA1658  HISTORY     - 1982     MARK NOT FOUND   USGS
 SA1658
 SA1658                          STATION DESCRIPTION
 SA1658
 SA1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SA1658'24.8 MI SW FROM MOSES LAKE.
 SA1658'13.7 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE INTERSECTION OF
 SA1658'BROADWAY AVENUE AND DIVISION STREET AT MOSES LAKE, THENCE 9.1 MILES
 SA1658'SOUTH ALONG MORRISON ROAD, THENCE 2.0 MILES WEST ALONG A DIRT ROAD,
 SA1658'NEAR THE CENTER OF A SMALL COVE, 64 FEET SOUTH OF THE CENTER LINE OF
 SA1658'THE ROAD, 76 FEET SOUTH AND ACROSS THE ROAD FROM A FENCE, 10.0 FEET
 SA1658'NORTH OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT
 SA1658'HIGHER THAN THE ROAD, A CAP RIVETED ON TOP OF A 1 1/2-INCH IRON PIPE.
 SA1658
 SA1658                          STATION RECOVERY (1967)
 SA1658
 SA1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1658'MARK NOT FOUND.
 SA1658
 SA1658                          STATION RECOVERY (1982)
 SA1658
 SA1658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SA1658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0743 ***********************************************************************
 TP0743  DESIGNATION -  7 AA
 TP0743  PID         -  TP0743
 TP0743  STATE/COUNTY-  WA/OKANOGAN
 TP0743  USGS QUAD   -  COXIT MOUNTAIN (1989)
 TP0743
 TP0743                         *CURRENT SURVEY CONTROL
 TP0743  ___________________________________________________________________
 TP0743* NAD 83(1986)-  48 41 19.     (N)    119 52 07.     (W)     SCALED    
 TP0743* NAVD 88     -      1809.830  (meters)    5937.75   (feet)  ADJUSTED  
 TP0743  ___________________________________________________________________
 TP0743  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TP0743  DYNAMIC HT  -        1809.684 (meters)    5937.27  (feet)  COMP
 TP0743  MODELED GRAV-     980,464.4   (mgal)                       NAVD 88
 TP0743
 TP0743  VERT ORDER  -  SECOND    CLASS 0
 TP0743
 TP0743.The horizontal coordinates were scaled from a topographic map and have
 TP0743.an estimated accuracy of +/- 6 seconds.
 TP0743
 TP0743.The orthometric height was determined by differential leveling
 TP0743.and adjusted by the National Geodetic Survey in June 1991..
 TP0743
 TP0743.The geoid height was determined by GEOID03.
 TP0743
 TP0743.The dynamic height is computed by dividing the NAVD 88
 TP0743.geopotential number by the normal gravity value computed on the
 TP0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0743.degrees latitude (g = 980.6199 gals.).
 TP0743
 TP0743.The modeled gravity was interpolated from observed gravity values.
 TP0743
 TP0743;                    North         East    Units  Estimated Accuracy
 TP0743;SPC WA N     -   188,200.      571,030.      MT  (+/- 180 meters Scaled)
 TP0743
 TP0743                          SUPERSEDED SURVEY CONTROL
 TP0743
 TP0743  NGVD 29 (??/??/92) 1808.343  (m)         5932.87   (f) ADJ UNCH    2 0
 TP0743
 TP0743.Superseded values are not recommended for survey control.
 TP0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0743.See file dsdata.txt to determine how the superseded data were derived.
 TP0743
 TP0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP888968(NAD 83)
 TP0743_MARKER: DD = SURVEY DISK
 TP0743_SETTING: 66 = SET IN ROCK OUTCROP
 TP0743_SP_SET: GRANITE OUTCROP
 TP0743_STAMPING: 7 AA 1954 5932
 TP0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0743+STABILITY: POSITION/ELEVATION WELL
 TP0743
 TP0743  HISTORY     - Date     Condition        Report By
 TP0743  HISTORY     - 1954     MONUMENTED       CGS
 TP0743  HISTORY     - 1959     GOOD             NGS
 TP0743
 TP0743                          STATION DESCRIPTION
 TP0743
 TP0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0743'12.85 MI NW FROM CONCONULLY.
 TP0743'12.85 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0743'CONCONULLY, IN TOP OF A 2-BY 2-FOOT GRANITE OUTCROP WHICH PROJECTS
 TP0743'ABOUT 2 FEET ABOVE THE GROUND, 39 1/2 FEET (SLOPE MEASUREMENT)
 TP0743'WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 7.2 FEET SOUTHWEST OF A
 TP0743'WITNESS POST, AND ABOUT 17 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI2203 ***********************************************************************
 AI2203  DESIGNATION -  7 LC
 AI2203  PID         -  AI2203
 AI2203  STATE/COUNTY-  WA/OKANOGAN
 AI2203  USGS QUAD   -  OMAK LAKE (1980)
 AI2203
 AI2203                         *CURRENT SURVEY CONTROL
 AI2203  ___________________________________________________________________
 AI2203* NAD 83(1998)-  48 22 28.79492(N)    119 22 52.21421(W)     ADJUSTED  
 AI2203* NAVD 88     -       614.6    (meters)    2016.     (feet)  GPS OBS   
 AI2203  ___________________________________________________________________
 AI2203  X           -  -2,082,701.882 (meters)                     COMP
 AI2203  Y           -  -3,699,042.239 (meters)                     COMP
 AI2203  Z           -   4,745,096.863 (meters)                     COMP
 AI2203  LAPLACE CORR-           8.96  (seconds)                    DEFLEC99
 AI2203  ELLIP HEIGHT-         596.16  (meters)          (03/21/00) GPS OBS
 AI2203  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 AI2203
 AI2203  HORZ ORDER  -  A
 AI2203  ELLP ORDER  -  THIRD     CLASS II
 AI2203
 AI2203.The horizontal coordinates were established by GPS observations
 AI2203.and adjusted by the National Geodetic Survey in March 2000..
 AI2203.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI2203.DATUM ITEM on the data sheet items page.
 AI2203
 AI2203.The orthometric height was determined by GPS observations and a
 AI2203.high-resolution geoid model.
 AI2203
 AI2203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2203
 AI2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2203
 AI2203.The ellipsoidal height was determined by GPS observations
 AI2203.and is referenced to NAD 83.
 AI2203
 AI2203.The geoid height was determined by GEOID03.
 AI2203
 AI2203;                    North         East     Units Scale Factor Converg.
 AI2203;SPC WA N     -   153,855.134   607,569.657   MT  0.99995228   +1 04 52.2
 AI2203;SPC WA N     -   504,773.05  1,993,334.78   sFT  0.99995228   +1 04 52.2
 AI2203;UTM  11      - 5,360,683.713   323,671.221   MT  0.99998202   -1 46 49.4
 AI2203
 AI2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2203!SPC WA N     -   0.99990658  x   0.99995228  =   0.99985886
 AI2203!UTM  11      -   0.99990658  x   0.99998202  =   0.99988860
 AI2203
 AI2203                          SUPERSEDED SURVEY CONTROL
 AI2203
 AI2203  NAD 83(1991)-  48 22 28.79339(N)    119 22 52.21467(W) AD(       ) B
 AI2203  ELLIP H (11/01/99)  596.31   (m)                       GP(       ) 4 1
 AI2203
 AI2203.Superseded values are not recommended for survey control.
 AI2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2203.See file dsdata.txt to determine how the superseded data were derived.
 AI2203
 AI2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP2367160684(NAD 83)
 AI2203_MARKER: DD = SURVEY DISK
 AI2203_SETTING: 66 = SET IN ROCK OUTCROP
 AI2203_STAMPING: 2012 7LC 1958
 AI2203_MARK LOGO: USGS  
 AI2203_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI2203+STABILITY: POSITION/ELEVATION WELL
 AI2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2203+SATELLITE: SATELLITE OBSERVATIONS - 1958
 AI2203
 AI2203  HISTORY     - Date     Condition        Report By
 AI2203  HISTORY     - 1958     MONUMENTED       USGS
 AI2203
 AI2203                          STATION DESCRIPTION
 AI2203
 AI2203'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AI2203'THE STATION IS LOCATED 6.85 MI (11.02 KM) EAST OF OMAK IN SECTION 121,
 AI2203'T33N, R27E ON STATE ROAD RIGHT-OF-WAY.  TO REACH FROM THE JUNCTION OF
 AI2203'HIGHWAYS 155 AND 97, GO EAST ON HIGHWAY 155 FOR 6.85 MI (11.02 KM) TO
 AI2203'THE STATION ON THE LEFT, EAST OF CATES DRIVEWAY ON THE NORTH SIDE OF
 AI2203'THE ROAD.  IT IS, 48.2 FT (14.7 M) FROM THE CENTER OF HIGHWAY 155, 48
 AI2203'FT (14.6 M) EAST OF CATES DRIVEWAY, 10 FT (3.0 M) SOUTH OF A GUARD
 AI2203'POST AND 2.5 FT (0.8 M) SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0456 ***********************************************************************
 SY0456  DESIGNATION -  7 WAHC
 SY0456  PID         -  SY0456
 SY0456  STATE/COUNTY-  WA/KING
 SY0456  USGS QUAD   -  POVERTY BAY (1994)
 SY0456
 SY0456                         *CURRENT SURVEY CONTROL
 SY0456  ___________________________________________________________________
 SY0456* NAD 83(1991)-  47 34 30.40893(N)    122 19 11.54935(W)     ADJUSTED  
 SY0456* NAVD 88     -        29.898  (meters)      98.09   (feet)  ADJUSTED  
 SY0456  ___________________________________________________________________
 SY0456  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 SY0456  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SY0456  DYNAMIC HT  -          29.901 (meters)      98.10  (feet)  COMP
 SY0456  MODELED GRAV-     980,719.1   (mgal)                       NAVD 88
 SY0456
 SY0456  HORZ ORDER  -  SECOND
 SY0456  VERT ORDER  -  SECOND    CLASS 0
 SY0456
 SY0456.The horizontal coordinates were established by classical geodetic methods
 SY0456.and adjusted by the National Geodetic Survey in December 1991..
 SY0456
 SY0456.The orthometric height was determined by differential leveling
 SY0456.and adjusted by the National Geodetic Survey in June 1991..
 SY0456
 SY0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0456
 SY0456.The geoid height was determined by GEOID03.
 SY0456
 SY0456.The dynamic height is computed by dividing the NAVD 88
 SY0456.geopotential number by the normal gravity value computed on the
 SY0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0456.degrees latitude (g = 980.6199 gals.).
 SY0456
 SY0456.The modeled gravity was interpolated from observed gravity values.
 SY0456
 SY0456;                    North         East     Units Scale Factor Converg.
 SY0456;SPC WA N     -    65,022.468   388,166.933   MT  0.99998684   -1 06 24.3
 SY0456;SPC WA N     -   213,327.88  1,273,511.01   sFT  0.99998684   -1 06 24.3
 SY0456;UTM  10      - 5,269,301.719   551,149.351   MT  0.99963215   +0 30 07.4
 SY0456
 SY0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0456!SPC WA N     -   0.99999901  x   0.99998684  =   0.99998585
 SY0456!UTM  10      -   0.99999901  x   0.99963215  =   0.99963116
 SY0456
 SY0456|---------------------------------------------------------------------|
 SY0456| PID    Reference Object                     Distance      Geod. Az  |
 SY0456|                                                           dddmmss.s |
 SY0456| SY0455 6 WAHC                              206.355 METERS 00532     |
 SY0456| SY0458 8 WAHC                              377.978 METERS 18154     |
 SY0456| SY4227 NO 3 F 1957                         APPROX. 1.0 KM 2705639.0 |
 SY0456|---------------------------------------------------------------------|
 SY0456
 SY0456                          SUPERSEDED SURVEY CONTROL
 SY0456
 SY0456  NAD 83(1986)-  47 34 30.40276(N)    122 19 11.55572(W) AD(       ) 2
 SY0456  NAD 27      -  47 34 31.04890(N)    122 19 07.10940(W) AD(       ) 2
 SY0456  NGVD 29 (??/??/??)   28.786  (m)           94.44   (f) ADJUSTED    2 0
 SY0456
 SY0456.Superseded values are not recommended for survey control.
 SY0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0456.See file dsdata.txt to determine how the superseded data were derived.
 SY0456
 SY0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5114969302(NAD 83)
 SY0456_MARKER: I = METAL ROD
 SY0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0456+STABILITY: SURFACE MOTION
 SY0456
 SY0456  HISTORY     - Date     Condition        Report By
 SY0456  HISTORY     - 1957     MONUMENTED       CGS
 SY0456  HISTORY     - 1958     GOOD             CGS
 SY0456  HISTORY     - 1962     MARK NOT FOUND   CGS
 SY0456  HISTORY     - 1962     MARK NOT FOUND   CGS
 SY0456
 SY0456                          STATION DESCRIPTION
 SY0456
 SY0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SY0456'THE STATION IS IN THE SOUTHERLY PART OF SEATTLE, BEHIND THE RAINIER
 SY0456'BREWING COMPANY PLANT ON THE EAST SIDE OF AIRPORT WAY.  THE STATION
 SY0456'MARK IS A WASHINGTON STATE HUB, CONSISTING OF A STEEL PIN SET IN A
 SY0456'6-INCH CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 SY0456'IT IS 60 FEET NORTH OF THE TOP OF A SHARP CLAY EMBANKMENT, 50 FEET
 SY0456'SOUTH OF A DWELLING, AND 43.4 FEET SOUTHEAST OF A POWERLINE
 SY0456'POLE.
 SY0456'
 SY0456'REACHED FROM THE INTERSECTION OF AIRPORT WAY AND STEVENS STREET BY
 SY0456'GOING EAST ON STEVENS STREET TO THE RAILROAD TRACKS.  CROSS THE
 SY0456'TRACKS, JOG TO THE LEFT, AND THEN SHARP RIGHT, FOLLOWING THE
 SY0456'GRAVELED ROAD SOUTHWARD, UP THE GRADE, FOR ONE AND A HALF BLOCKS
 SY0456'TO THE END OF THE ROAD AT A JUNK HEAP AND POWERLINE POLE.
 SY0456
 SY0456                          STATION RECOVERY (1958)
 SY0456
 SY0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0456'IN SEATTLE.
 SY0456'AT SEATTLE, KING COUNTY, IN THE SOUTHERN PART, BEHIND THE RAINIER
 SY0456'BREWING COMPANY PLANT ON THE EAST SIDE OF AIRPORT WAY, 60 FEET NORTH
 SY0456'OF THE TOP OF A SHARP CLAY EMBANKMENT, 50 FEET SOUTH OF A DWELLING,
 SY0456'AND 43.4 FEET SOUTHEAST OF A POWERLINE POLE.  A WASHINGTON STATE HUB,
 SY0456'CONSISTING OF A STEEL PIN SET IN A 6-INCH CONCRETE MONUMENT PROJECTING
 SY0456'2 INCHES ABOVE GROUND.  NOTE-- THIS MARK MAY BE REACHED FROM THE
 SY0456'INTERSECTION OF AIRPORT WAY AND STEVENS STREET BY GOING EAST ON
 SY0456'STEVENS STREET TO THE RAILROAD TRACKS.  CROSS THE TRACKS, JOG TO THE
 SY0456'LEFT, AND THEN SHARP RIGHT, FOLLOWING THE GRAVELED ROAD SOUTHWARD, UP
 SY0456'THE GRADE, FOR ONE AND A HALF BLOCKS TO THE END OF THE ROAD AT A JUNK
 SY0456'HEAP AND POWERLINE POLE.
 SY0456
 SY0456                          STATION RECOVERY (1962)
 SY0456
 SY0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0456'A SEARCH WAS MADE FOR THE STATION, USING THE MEASUREMENTS GIVEN, BUT
 SY0456'NOTHING WAS FOUND.  THE SEARCH WAS SERIOUSLY HINDERED BY VERY THICK
 SY0456'BLACKBERRY BUSHES, AND IT WOULD APPEAR THAT THE MARK SHOULD STILL
 SY0456'BE INTACT.
 SY0456
 SY0456                          STATION RECOVERY (1962)
 SY0456
 SY0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1711 ***********************************************************************
 RC1711  DESIGNATION -  7 WF
 RC1711  PID         -  RC1711
 RC1711  STATE/COUNTY-  WA/SKAMANIA
 RC1711  USGS QUAD   -  GULER MTN (1983)
 RC1711
 RC1711                         *CURRENT SURVEY CONTROL
 RC1711  ___________________________________________________________________
 RC1711* NAD 83(1986)-  45 57 41.     (N)    121 37 12.     (W)     SCALED    
 RC1711* NAVD 88     -       845.792  (meters)    2774.90   (feet)  ADJUSTED  
 RC1711  ___________________________________________________________________
 RC1711  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 RC1711  DYNAMIC HT  -         845.688 (meters)    2774.56  (feet)  COMP
 RC1711  MODELED GRAV-     980,463.1   (mgal)                       NAVD 88
 RC1711
 RC1711  VERT ORDER  -  SECOND    CLASS 0
 RC1711
 RC1711.The horizontal coordinates were scaled from a topographic map and have
 RC1711.an estimated accuracy of +/- 6 seconds.
 RC1711
 RC1711.The orthometric height was determined by differential leveling
 RC1711.and adjusted by the National Geodetic Survey in June 1991..
 RC1711
 RC1711.The geoid height was determined by GEOID03.
 RC1711
 RC1711.The dynamic height is computed by dividing the NAVD 88
 RC1711.geopotential number by the normal gravity value computed on the
 RC1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1711.degrees latitude (g = 980.6199 gals.).
 RC1711
 RC1711.The modeled gravity was interpolated from observed gravity values.
 RC1711
 RC1711;                    North         East    Units  Estimated Accuracy
 RC1711;SPC WA S     -    70,430.      413,190.      MT  (+/- 180 meters Scaled)
 RC1711
 RC1711                          SUPERSEDED SURVEY CONTROL
 RC1711
 RC1711  NGVD 29 (??/??/92)  844.710  (m)         2771.35   (f) ADJ UNCH    2 0
 RC1711
 RC1711.Superseded values are not recommended for survey control.
 RC1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1711.See file dsdata.txt to determine how the superseded data were derived.
 RC1711
 RC1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR069906(NAD 83)
 RC1711_MARKER: DD = SURVEY DISK
 RC1711_SETTING: 66 = SET IN ROCK OUTCROP
 RC1711_SP_SET: OUTCROP
 RC1711_STAMPING: 7 WF 1955 2771
 RC1711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1711+STABILITY: POSITION/ELEVATION WELL
 RC1711
 RC1711  HISTORY     - Date     Condition        Report By
 RC1711  HISTORY     - 1955     MONUMENTED       USGS
 RC1711  HISTORY     - 1956     GOOD             NGS
 RC1711  HISTORY     - 1968     MARK NOT FOUND   NGS
 RC1711
 RC1711                          STATION DESCRIPTION
 RC1711
 RC1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1711'2.0 MI E FROM PETERSON PRAIRIE G.S..
 RC1711'2.0 MILES EAST ALONG FOREST SERVICE ROAD 123 FROM THE PETERSON PRAIRIE
 RC1711'GUARD STATION, 0.45 MILE WEST OF THE SKAMANIA-KLICKITAT COUNTY LINE
 RC1711'AND STATE HIGHWAY 8-D, 94 FEET WEST OF THE T JUNCTION OF A LOGGING
 RC1711'ROAD LEADING NORTHWEST, IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS
 RC1711'1/2 FOOT ABOVE THE GROUND, 89 FEET WEST OF THE CENTER LINE OF THE
 RC1711'ROAD, 24 1/2 FEET NORTH OF THE CENTER LINE OF THE FOREST SERVICE ROAD,
 RC1711'AND ABOUT 4 FEET HIGHER THAN THE FOREST SERVICE ROAD. NOTE-- SLANTING
 RC1711'DISK, ROD HELD OVER THE LETTERS EA IN THE WORD SEA.
 RC1711
 RC1711                          STATION RECOVERY (1968)
 RC1711
 RC1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC1711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0177 ***********************************************************************
 TR0177  DESIGNATION -  70
 TR0177  PID         -  TR0177
 TR0177  STATE/COUNTY-  WA/SNOHOMISH
 TR0177  USGS QUAD   -  MARYSVILLE (1956)
 TR0177
 TR0177                         *CURRENT SURVEY CONTROL
 TR0177  ___________________________________________________________________
 TR0177* NAD 83(1986)-  48 05 59.     (N)    122 10 32.     (W)     SCALED    
 TR0177* NAVD 88     -        22.194  (meters)      72.81   (feet)  ADJUSTED  
 TR0177  ___________________________________________________________________
 TR0177  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 TR0177  DYNAMIC HT  -          22.198 (meters)      72.83  (feet)  COMP
 TR0177  MODELED GRAV-     980,774.0   (mgal)                       NAVD 88
 TR0177
 TR0177  VERT ORDER  -  FIRST     CLASS II
 TR0177
 TR0177.The horizontal coordinates were scaled from a topographic map and have
 TR0177.an estimated accuracy of +/- 6 seconds.
 TR0177
 TR0177.The orthometric height was determined by differential leveling
 TR0177.and adjusted by the National Geodetic Survey in June 1991..
 TR0177
 TR0177.The geoid height was determined by GEOID03.
 TR0177
 TR0177.The dynamic height is computed by dividing the NAVD 88
 TR0177.geopotential number by the normal gravity value computed on the
 TR0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0177.degrees latitude (g = 980.6199 gals.).
 TR0177
 TR0177.The modeled gravity was interpolated from observed gravity values.
 TR0177
 TR0177;                    North         East    Units  Estimated Accuracy
 TR0177;SPC WA N     -   123,140.      400,040.      MT  (+/- 180 meters Scaled)
 TR0177
 TR0177                          SUPERSEDED SURVEY CONTROL
 TR0177
 TR0177  NGVD 29 (??/??/92)   21.059  (m)           69.09   (f) ADJ UNCH    1 2
 TR0177
 TR0177.Superseded values are not recommended for survey control.
 TR0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0177.See file dsdata.txt to determine how the superseded data were derived.
 TR0177
 TR0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU613277(NAD 83)
 TR0177_MARKER: P = PIPE CAP
 TR0177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TR0177_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TR0177_STAMPING: 69.062 FT 70 WASH 1909
 TR0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0177+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2005
 TR0177
 TR0177  HISTORY     - Date     Condition        Report By
 TR0177  HISTORY     - 1909     MONUMENTED       USGS
 TR0177  HISTORY     - 1973     GOOD             NGS
 TR0177  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 TR0177  HISTORY     - 20041215 GOOD             USPSQD
 TR0177  HISTORY     - 20051217 GOOD             USPSQD
 TR0177
 TR0177                          STATION DESCRIPTION
 TR0177
 TR0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0177'3.4 MI N FROM MARYSVILLE.
 TR0177'3.4 MILES NORTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0177'CROSSING OF 4TH STREET AT MARYSVILLE, AT THE CROSSING OF 116TH STREET
 TR0177'NORTHEAST, 2 POLES NORTH OF MILEPOST 42, 46.0 FEET EAST OF THE EAST
 TR0177'RAIL, 30 FEET WEST OF THE CENTER LINE OF OLD HIGHWAY 99, 39 FEET NORTH
 TR0177'OF THE CENTER LINE OF THE STREET, 11.7 FEET SOUTH OF THE SOUTHWEST
 TR0177'CORNER OF A 7 1/2- BY 11-FOOT CONCRETE VALVE BOX, 3 FEET SOUTHWEST OF
 TR0177'POWER POLE 5-6 1572, 1.5 FEET NORTHEAST OF A WITNESS POST, A CAP
 TR0177'RIVITED TO THE TOP OF A 3 1/2-INCH IRON PIPE THAT IS ENCASED IN A
 TR0177'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND, AND IS ABOUT 2
 TR0177'FEET LOWER THAN THE TRACK.  SEC 9, T 30N, R 5E.
 TR0177
 TR0177                          STATION RECOVERY (1991)
 TR0177
 TR0177'RECOVERY NOTE BY US POWER SQUADRON 1991 (TAT)
 TR0177'MARK NOT FOUND.
 TR0177
 TR0177                          STATION RECOVERY (2004)
 TR0177
 TR0177'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJM)
 TR0177'THE STATION WAS OCCUPIED IN PERSON.  READING THE STAMPED DESIGNATION,
 TR0177'I FOUND H7 70 1909  RESET.  SET IN 1980.
 TR0177'THE STANDARD DISK IS SET IN THE CONCRETE BASE OF THE RAILROAD CROSSING
 TR0177'SIGNAL ARM ADJACENT TO AND IMMEDIATELY SOUTH OF THE SOUTH FOG LINE OF
 TR0177'116TH STREET, APPROXIMATELY 40 FEET WEST OF THE WEST RAIL.
 TR0177
 TR0177                          STATION RECOVERY (2005)
 TR0177
 TR0177'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 TR0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0950 ***********************************************************************
 TR0950  DESIGNATION -  70 B
 TR0950  PID         -  TR0950
 TR0950  STATE/COUNTY-  WA/WHATCOM
 TR0950  USGS QUAD   -  BERTRAND CREEK (1994)
 TR0950
 TR0950                         *CURRENT SURVEY CONTROL
 TR0950  ___________________________________________________________________
 TR0950* NAD 83(1998)-  48 53 31.14165(N)    122 36 11.52363(W)     ADJUSTED  
 TR0950* NAVD 88     -        22.943  (meters)      75.27   (feet)  ADJUSTED  
 TR0950  ___________________________________________________________________
 TR0950  X           -  -2,263,840.180 (meters)                     COMP
 TR0950  Y           -  -3,539,432.556 (meters)                     COMP
 TR0950  Z           -   4,782,670.622 (meters)                     COMP
 TR0950  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 TR0950  ELLIP HEIGHT-           1.62  (meters)          (07/03/01) GPS OBS
 TR0950  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TR0950  DYNAMIC HT  -          22.950 (meters)      75.30  (feet)  COMP
 TR0950  MODELED GRAV-     980,897.9   (mgal)                       NAVD 88
 TR0950
 TR0950  HORZ ORDER  -  B
 TR0950  VERT ORDER  -  FIRST     CLASS I
 TR0950  ELLP ORDER  -  FIFTH     CLASS I
 TR0950
 TR0950.The horizontal coordinates were established by GPS observations
 TR0950.and adjusted by the National Geodetic Survey in July 2001..
 TR0950.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR0950.DATUM ITEM on the data sheet items page.
 TR0950
 TR0950.The orthometric height was determined by differential leveling
 TR0950.and adjusted by the National Geodetic Survey in June 1991..
 TR0950
 TR0950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR0950
 TR0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0950
 TR0950.The ellipsoidal height was determined by GPS observations
 TR0950.and is referenced to NAD 83.
 TR0950
 TR0950.The geoid height was determined by GEOID03.
 TR0950
 TR0950.The dynamic height is computed by dividing the NAVD 88
 TR0950.geopotential number by the normal gravity value computed on the
 TR0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0950.degrees latitude (g = 980.6199 gals.).
 TR0950
 TR0950.The modeled gravity was interpolated from observed gravity values.
 TR0950
 TR0950;                    North         East     Units Scale Factor Converg.
 TR0950;SPC WA N     -   211,858.964   370,222.860   MT  1.00003371   -1 19 03.7
 TR0950;SPC WA N     -   695,073.95  1,214,639.50   sFT  1.00003371   -1 19 03.7
 TR0950;UTM  10      - 5,415,524.131   529,085.557   MT  0.99961039   +0 17 56.3
 TR0950
 TR0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0950!SPC WA N     -   0.99999975  x   1.00003371  =   1.00003346
 TR0950!UTM  10      -   0.99999975  x   0.99961039  =   0.99961014
 TR0950
 TR0950                          SUPERSEDED SURVEY CONTROL
 TR0950
 TR0950  NAD 83(1991)-  48 53 31.13911(N)    122 36 11.52344(W) AD(       ) B
 TR0950  ELLIP H (05/29/91)    1.81   (m)                       GP(       ) 4 1
 TR0950  NAD 83(1986)-  48 53 31.13723(N)    122 36 11.53160(W) AD(       ) 1
 TR0950  NAD 27      -  48 53 31.76578(N)    122 36 06.88426(W) AD(       ) 1
 TR0950  NAVD 88 (06/08/05)   22.94   (m)           75.3    (f) LEVELING    3  
 TR0950  NGVD 29 (??/??/92)   21.734  (m)           71.31   (f) ADJ UNCH    1 1
 TR0950
 TR0950.Superseded values are not recommended for survey control.
 TR0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0950.See file dsdata.txt to determine how the superseded data were derived.
 TR0950
 TR0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV2908615524(NAD 83)
 TR0950_MARKER: DB = BENCH MARK DISK
 TR0950_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TR0950_SP_SET: METAL PIPE IN CONCRETE
 TR0950_STAMPING: 71.191 FT 70 B
 TR0950_MARK LOGO: USGS  
 TR0950_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0950+STABILITY: SURFACE MOTION
 TR0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0950+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 TR0950
 TR0950  HISTORY     - Date     Condition        Report By
 TR0950  HISTORY     - 1985     MONUMENTED       USGS-E
 TR0950  HISTORY     - 1985     GOOD             USGS
 TR0950  HISTORY     - 1986     GOOD             NGS
 TR0950  HISTORY     - 1988     GOOD             NGS
 TR0950  HISTORY     - 19890714 GOOD             NGS
 TR0950  HISTORY     - 19900813 GOOD
 TR0950  HISTORY     - 20040622 GOOD             PACSEI
 TR0950  HISTORY     - 20051101 GOOD             USPSQD
 TR0950
 TR0950                          STATION DESCRIPTION
 TR0950
 TR0950'DESCRIBED BY USGS EASTERN MAPPING CENTER 1985 (DAW)
 TR0950'THE STATION IS LCATED ABOUT 17.7 KM (11 MI) NORTHWEST OF BELLINGHAM,
 TR0950'4.8 KM (3 MI) NORTH OF FERNDALE, AT THE INTERSECTION OF CUSTER ROAD
 TR0950'AND THE BURLINGTON NORTHERN RAILROAD AND ON ROAD RIGHT-OF-WAY.
 TR0950'
 TR0950'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 TR0950'STATE HIGHWAY 542  IN BELLINGHAM GO NORTHERLY ON INTERSTATE HIGHWAY
 TR0950'5 FOR 12.55 KM (7.8 MI) TO THE BRIDGE OVER THE NOOKSACK RIVER.
 TR0950'CONTINUE AHEAD NORTHERLY ON INTERSTATE HIGHWAY 5 FOR 4.18 KM
 TR0950'(2.6 MI) TO EXIT 266.  TURN RIGHT ON THE EXIT RAMP FOR 0.16 KM
 TR0950'(0.1 MI) TO A CROSS ROAD.  TURN LEFT AS PER SIGN,CUSTER, AND GO WEST
 TR0950'FOR 0.64 KM (0.4 MI) TO A CROSS ROAD, PORTAL WAY, AND THE RAILROAD
 TR0950'TRACK.  CONTINUE WEST FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 TR0950'LEFT ON THE SOUTH SIDE OF THE GUARD RAIL IN A METAL CULVERT.
 TR0950'
 TR0950'THE STATION MARK IS A STANDARD USGS BRONZE DISK STAMPED---
 TR0950'---71.191 FT---SET IN THE TOP OF A 15 CM (6 INCH) CONCRETE FILLED
 TR0950'PIPE THAT PROJECTS 30 CM (12 INCHES) ABOVE THE NATURAL GROUND
 TR0950'SURFACE.  THE AREA HAS BEEN FILLED WITH GRAVEL TO THE LEVEL OF THE
 TR0950'ROADWAY AND THE MARK IS AT THE BOTTOM OF A VERTICAL PIECE OF METAL
 TR0950'CULVERT.  IT IS 20.0 M (65.6 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF
 TR0950'THE RAILROAD TRACK, 8.0 M (26.2 FT) SOUTH OF THE CENTER OF CUSTER
 TR0950'ROAD, 5.8 M (19 FT) WEST OF THE BASE OF A RAILROAD CROSSING SIGNAL,
 TR0950'0.7 M (2.3 FT) SOUTH OF THE GUARD RAIL, 2.8 M (8.1 FT) NORTH OF A
 TR0950'FENCE AND 0.2 M (0.5 FT) EAST OF A WITNESS POST.
 TR0950'
 TR0950'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR0950'
 TR0950'DESCRIBED BY DA WEGENAST.
 TR0950
 TR0950                          STATION RECOVERY (1985)
 TR0950
 TR0950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 TR0950'RECOVERED IN GOOD CONDITION.
 TR0950
 TR0950                          STATION RECOVERY (1986)
 TR0950
 TR0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 TR0950'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 TR0950'THE ROUTE TO REACH THE STATION AND THE LOCAL MEASURMENTS ARE ADQUATE
 TR0950'FOR RECOVERY AT THIS TIME.  THE ONLY CHANGE IN THE AREA IS THAT THE
 TR0950'AREA AROUND THE STATION HAS BEEN FILLED WITH GRAVEL AND A SECTION OF
 TR0950'METAL CULVERT HAS BEEN PALCED AROUND THE STATION.
 TR0950'
 TR0950'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR0950'
 TR0950'DESCRIBED BY DA WEGENAST.
 TR0950
 TR0950                          STATION RECOVERY (1988)
 TR0950
 TR0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 TR0950'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 TR0950'THE 1986 ROUTE TO REACH THE STATION IS COMPLETE AND ADQUATE FOR
 TR0950'RECOVERY AT THIS DATE.
 TR0950'
 TR0950'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR0950'
 TR0950'DESCRIBED BY DA WEGENAST.
 TR0950
 TR0950                          STATION RECOVERY (1989)
 TR0950
 TR0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TR0950'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) NORTHWEST OF
 TR0950'BELLINGHAM, 4.8 KM (3.0 MI) NORTH OF FERNDALE, AT THE INTERSECTION OF
 TR0950'CUSTER ROAD AND THE BURLINGTON-NORTHERN RAILROAD AND ON COUNTY ROAD
 TR0950'RIGHT-OF-WAY.
 TR0950'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE ROUTE 542
 TR0950'IN BELLINGHAM, GO NORHWEST ON INTERSTATE HIGHWAY 5 FOR 12.55 KM
 TR0950'(7.80 MI) TO THE BRIDGE OVER THE NOOKSACK RIVER.  CONTINUE
 TR0950'NORTHWESTERLY ON INTERSTATE HIGHWAY 5 FOR 4.18 KM (2.60 MI) TO EXIT
 TR0950'NUMBER 266.  TAKE THE EXIT RAMP AND CONTINUE NORTHERLY FOR 0.16 KM
 TR0950'(0.10 MI) TO A CROSS ROAD.  TURN LEFT AND GO WEST ON CUSTER ROAD FOR
 TR0950'0.64 KM (0.40 MI) TO A CROSSROAD, PORTAL WAY, AND A RAILROAD
 TR0950'CROSSING.  CONTINUE WEST ON CUSTER ROAD FOR 0.08 KM (0.05 MI) TO THE
 TR0950'STATION ON THE LEFT.
 TR0950'THE MARK IS SET IN THE TOP OF A 15 CM (6 INCH) CONCRETE FILLED IRON
 TR0950'PIPE THAT PROJECTS 30 CM (12 INCHES) ABOVE THE NATURAL GROUND.  THE
 TR0950'AREA HAS BEEN FILLED TO THE LEVEL OF THE ROADWAY AND THE MARK IS AT
 TR0950'THE BOTTOM OF A SECTION OF METAL CULVERT THAT IS VERTICAL.  IT IS 20
 TR0950'M (65.6 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK.
 TR0950'8.0 M (26.2 FT) SOUTH OF THE CENTER OF CUSTER ROAD, 5.8 M (19.0 FT)
 TR0950'WEST OF THE BASE OF A RAILROAD CROSSING SIGNAL, 0.7 M (2.3 FT) SOUTH
 TR0950'OF A METAL GUARD RAIL, 2.8 M (9.2 FT) NORTH OF A FENCE AND 0.2 M
 TR0950'(0.7 FT) EAST OF A WITNESS POST.
 TR0950
 TR0950                          STATION RECOVERY (1990)
 TR0950
 TR0950'RECOVERED 1990
 TR0950'RECOVERED IN GOOD CONDITION.
 TR0950
 TR0950                          STATION RECOVERY (2004)
 TR0950
 TR0950'RECOVERY NOTE BY PACIFIC SURVEY AND ENGINEERS, 2004
 TR0950'RECOVERED AS DESCRIBED
 TR0950
 TR0950                          STATION RECOVERY (2005)
 TR0950
 TR0950'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 TR0950'THE ROAD MENTIONED AS CUSTER RD SHOULD READ AS GRANDVIEW RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0482 ***********************************************************************
 TP0482  DESIGNATION -  70 M RM USGS
 TP0482  PID         -  TP0482
 TP0482  STATE/COUNTY-  WA/OKANOGAN
 TP0482  USGS QUAD   -  PATEROS (1992)
 TP0482
 TP0482                         *CURRENT SURVEY CONTROL
 TP0482  ___________________________________________________________________
 TP0482* NAD 83(1986)-  48 02 29.     (N)    119 53 42.     (W)     SCALED    
 TP0482* NAVD 88     -       241.587  (meters)     792.61   (feet)  ADJUSTED  
 TP0482  ___________________________________________________________________
 TP0482  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 TP0482  DYNAMIC HT  -         241.622 (meters)     792.72  (feet)  COMP
 TP0482  MODELED GRAV-     980,751.3   (mgal)                       NAVD 88
 TP0482
 TP0482  VERT ORDER  -  SECOND    CLASS 0
 TP0482
 TP0482.The horizontal coordinates were scaled from a topographic map and have
 TP0482.an estimated accuracy of +/- 6 seconds.
 TP0482
 TP0482.The orthometric height was determined by differential leveling
 TP0482.and adjusted by the National Geodetic Survey in June 1991..
 TP0482
 TP0482.The geoid height was determined by GEOID03.
 TP0482
 TP0482.The dynamic height is computed by dividing the NAVD 88
 TP0482.geopotential number by the normal gravity value computed on the
 TP0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0482.degrees latitude (g = 980.6199 gals.).
 TP0482
 TP0482.The modeled gravity was interpolated from observed gravity values.
 TP0482
 TP0482;                    North         East    Units  Estimated Accuracy
 TP0482;SPC WA N     -   116,210.      569,960.      MT  (+/- 180 meters Scaled)
 TP0482
 TP0482                          SUPERSEDED SURVEY CONTROL
 TP0482
 TP0482  NGVD 29 (??/??/92)  240.349  (m)          788.54   (f) ADJ UNCH    2 0
 TP0482
 TP0482.Superseded values are not recommended for survey control.
 TP0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0482.See file dsdata.txt to determine how the superseded data were derived.
 TP0482
 TP0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP842249(NAD 83)
 TP0482_MARKER: O = CHISELED CIRCLE
 TP0482_SETTING: 66 = SET IN ROCK OUTCROP
 TP0482_SP_SET: GRANITE OUTCROP
 TP0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0482+STABILITY: POSITION/ELEVATION WELL
 TP0482
 TP0482  HISTORY     - Date     Condition        Report By
 TP0482  HISTORY     - UNK      MONUMENTED       USGS
 TP0482  HISTORY     - 1959     GOOD             NGS
 TP0482  HISTORY     - 1982     MARK NOT FOUND   NGS
 TP0482
 TP0482                          STATION DESCRIPTION
 TP0482
 TP0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0482'1.2 MI S FROM PATEROS.
 TP0482'1.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TP0482'PATEROS, 70 1/2 FEET WEST OF THE CENTER OF THE CROSSING OF A PAVED
 TP0482'ROAD, IN TOP OF A 6-BY 10-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 2
 TP0482'FEET ABOVE THE GROUND, 67 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 TP0482'ROAD, 85.9 FEET SOUTH AND ACROSS THE TRACK FROM A SWITCH STAND, 21.8
 TP0482'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 FEET HIGHER THAN THE
 TP0482'TRACK.
 TP0482
 TP0482                          STATION RECOVERY (1982)
 TP0482
 TP0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0482'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1344 ***********************************************************************
 SA1344  DESIGNATION -  700 T
 SA1344  PID         -  SA1344
 SA1344  STATE/COUNTY-  WA/YAKIMA
 SA1344  USGS QUAD   -  GRANDVIEW (1978)
 SA1344
 SA1344                         *CURRENT SURVEY CONTROL
 SA1344  ___________________________________________________________________
 SA1344* NAD 83(1986)-  46 15 29.     (N)    119 59 57.     (W)     SCALED    
 SA1344* NAVD 88     -       214.596  (meters)     704.05   (feet)  ADJUSTED  
 SA1344  ___________________________________________________________________
 SA1344  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SA1344  DYNAMIC HT  -         214.601 (meters)     704.07  (feet)  COMP
 SA1344  MODELED GRAV-     980,635.9   (mgal)                       NAVD 88
 SA1344
 SA1344  VERT ORDER  -  SECOND    CLASS 0
 SA1344
 SA1344.The horizontal coordinates were scaled from a topographic map and have
 SA1344.an estimated accuracy of +/- 6 seconds.
 SA1344
 SA1344.The orthometric height was determined by differential leveling
 SA1344.and adjusted by the National Geodetic Survey in June 1991..
 SA1344
 SA1344.The geoid height was determined by GEOID03.
 SA1344
 SA1344.The dynamic height is computed by dividing the NAVD 88
 SA1344.geopotential number by the normal gravity value computed on the
 SA1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1344.degrees latitude (g = 980.6199 gals.).
 SA1344
 SA1344.The modeled gravity was interpolated from observed gravity values.
 SA1344
 SA1344;                    North         East    Units  Estimated Accuracy
 SA1344;SPC WA S     -   102,910.      538,610.      MT  (+/- 180 meters Scaled)
 SA1344
 SA1344                          SUPERSEDED SURVEY CONTROL
 SA1344
 SA1344  NGVD 29 (??/??/92)  213.553  (m)          700.63   (f) ADJ UNCH    2 0
 SA1344
 SA1344.Superseded values are not recommended for survey control.
 SA1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1344.See file dsdata.txt to determine how the superseded data were derived.
 SA1344
 SA1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM688270(NAD 83)
 SA1344_MARKER: P = PIPE CAP
 SA1344_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1344_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1344_STAMPING: 700 T
 SA1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1344
 SA1344  HISTORY     - Date     Condition        Report By
 SA1344  HISTORY     - UNK      MONUMENTED       USGS
 SA1344  HISTORY     - 1962     GOOD             NGS
 SA1344
 SA1344                          STATION DESCRIPTION
 SA1344
 SA1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SA1344'3.3 MI N FROM MABTON.
 SA1344'3.3 MILES NORTH ALONG THE HIGHWAY LEADING TO SUNNYSIDE FROM THE
 SA1344'NORTHERN PACIFIC RAILWAY STATION AT NABTON, IN THE SOUTHWEST CORNER OF
 SA1344'SECTION 18, T 9 N, R 23 E, 24 FEET NORTH OF THE HIGHWAY LEADING TO
 SA1344'FORSEL, 6 FEET NORTHWEST OF HIGH LINE POLE 1037, 31 FEET EAST OF THE
 SA1344'SUNNYSIDE-MABTON HIGHWAY, AND 10 FEET NORTH OF THE SOUTHWEST CORNER OF
 SA1344'A FIELD FENCE.  A U.S. GEOLOGICAL SURVEY STANDARD CAP STAMPED 700 T
 SA1344'AND RIVETED AND ON THE TOP OF A 3-1/2-INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0180 ***********************************************************************
 SA0180  DESIGNATION -  708.54
 SA0180  PID         -  SA0180
 SA0180  STATE/COUNTY-  WA/WALLA WALLA
 SA0180  USGS QUAD   -  COLLEGE PLACE (1978)
 SA0180
 SA0180                         *CURRENT SURVEY CONTROL
 SA0180  ___________________________________________________________________
 SA0180* NAD 83(1986)-  46 03 14.     (N)    118 25 51.     (W)     SCALED    
 SA0180* NAVD 88     -       216.754  (meters)     711.13   (feet)  ADJUSTED  
 SA0180  ___________________________________________________________________
 SA0180  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SA0180  DYNAMIC HT  -         216.749 (meters)     711.12  (feet)  COMP
 SA0180  MODELED GRAV-     980,588.6   (mgal)                       NAVD 88
 SA0180
 SA0180  VERT ORDER  -  FIRST     CLASS I
 SA0180
 SA0180.The horizontal coordinates were scaled from a topographic map and have
 SA0180.an estimated accuracy of +/- 6 seconds.
 SA0180
 SA0180.The orthometric height was determined by differential leveling
 SA0180.and adjusted by the National Geodetic Survey in June 1991..
 SA0180
 SA0180.The geoid height was determined by GEOID03.
 SA0180
 SA0180.The dynamic height is computed by dividing the NAVD 88
 SA0180.geopotential number by the normal gravity value computed on the
 SA0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0180.degrees latitude (g = 980.6199 gals.).
 SA0180
 SA0180.The modeled gravity was interpolated from observed gravity values.
 SA0180
 SA0180;                    North         East    Units  Estimated Accuracy
 SA0180;SPC WA S     -    82,190.      660,100.      MT  (+/- 180 meters Scaled)
 SA0180
 SA0180                          SUPERSEDED SURVEY CONTROL
 SA0180
 SA0180  NGVD 29 (??/??/92)  215.757  (m)          707.86   (f) ADJ UNCH    1 1
 SA0180
 SA0180.Superseded values are not recommended for survey control.
 SA0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0180.See file dsdata.txt to determine how the superseded data were derived.
 SA0180
 SA0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM893010(NAD 83)
 SA0180_MARKER: DD = SURVEY DISK
 SA0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0180_SP_SET: BRIDGE
 SA0180_STAMPING: EL. 70854
 SA0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0180
 SA0180  HISTORY     - Date     Condition        Report By
 SA0180  HISTORY     - UNK      MONUMENTED       LOCENG
 SA0180  HISTORY     - 1968     GOOD             NGS
 SA0180  HISTORY     - 1978     GOOD             NGS
 SA0180  HISTORY     - 20030906 GOOD             GEOCAC
 SA0180
 SA0180                          STATION DESCRIPTION
 SA0180
 SA0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0180'4.35 MI W FROM WALLA WALLA.
 SA0180'0.55 MILE NORTH ALONG 13TH AVENUE FROM THE UNION PACIFIC RAILROAD
 SA0180'STATION AT WALLA WALLA, THENCE 3.8 MILES WEST ALONG U.S. HIGHWAY 12,
 SA0180'IN R35E T7N, SECTION 27, 0.05 MILE SOUTHWEST OF MILEPOST 322, AT THE
 SA0180'JUNCTION OF AN ASPHALT ROAD EAST TO COLLEGE PLACE AND FORT WALLA
 SA0180'WALLA, IN THE TOP AND 0.9 FOOT EAST OF THE WEST END OF THE NORTH
 SA0180'CONCRETE GUARDRAIL OF A BRIDGE OVER MILL CREEK, 148 FEET SOUTHEAST OF
 SA0180'THE CENTER LINE OF THE HIGHWAY, 14 FEET NORTH OF THE CENTER LINE OF
 SA0180'THE ROAD, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 SA0180
 SA0180                          STATION RECOVERY (1978)
 SA0180
 SA0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SA0180'RECOVERED IN GOOD CONDITION.
 SA0180
 SA0180                          STATION RECOVERY (2003)
 SA0180
 SA0180'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0034 ***********************************************************************
 SX0034  DESIGNATION -  708.8
 SX0034  PID         -  SX0034
 SX0034  STATE/COUNTY-  WA/CHELAN
 SX0034  USGS QUAD   -  WINESAP (1987)
 SX0034
 SX0034                         *CURRENT SURVEY CONTROL
 SX0034  ___________________________________________________________________
 SX0034* NAD 83(1986)-  47 45 23.     (N)    120 12 14.     (W)     SCALED    
 SX0034* NAVD 88     -       216.815  (meters)     711.33   (feet)  ADJUSTED  
 SX0034  ___________________________________________________________________
 SX0034  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 SX0034  DYNAMIC HT  -         216.842 (meters)     711.42  (feet)  COMP
 SX0034  MODELED GRAV-     980,731.0   (mgal)                       NAVD 88
 SX0034
 SX0034  VERT ORDER  -  FIRST     CLASS II
 SX0034
 SX0034.The horizontal coordinates were scaled from a topographic map and have
 SX0034.an estimated accuracy of +/- 6 seconds.
 SX0034
 SX0034.The orthometric height was determined by differential leveling
 SX0034.and adjusted by the National Geodetic Survey in June 1991..
 SX0034
 SX0034.The geoid height was determined by GEOID03.
 SX0034
 SX0034.The dynamic height is computed by dividing the NAVD 88
 SX0034.geopotential number by the normal gravity value computed on the
 SX0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0034.degrees latitude (g = 980.6199 gals.).
 SX0034
 SX0034.The modeled gravity was interpolated from observed gravity values.
 SX0034
 SX0034;                    North         East    Units  Estimated Accuracy
 SX0034;SPC WA N     -    84,290.      547,190.      MT  (+/- 180 meters Scaled)
 SX0034
 SX0034                          SUPERSEDED SURVEY CONTROL
 SX0034
 SX0034  NGVD 29 (??/??/92)  215.630  (m)          707.45   (f) ADJ UNCH    1 2
 SX0034
 SX0034.Superseded values are not recommended for survey control.
 SX0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0034.See file dsdata.txt to determine how the superseded data were derived.
 SX0034
 SX0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT095930(NAD 83)
 SX0034_MARKER: Z = SEE DESCRIPTION
 SX0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0034_SP_SET: RAIL
 SX0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0034
 SX0034  HISTORY     - Date     Condition        Report By
 SX0034  HISTORY     - UNK      MONUMENTED       USGS
 SX0034  HISTORY     - 1934     GOOD             NGS
 SX0034  HISTORY     - 1968     MARK NOT FOUND   USGS
 SX0034
 SX0034                          STATION DESCRIPTION
 SX0034
 SX0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0034'0.3 MI SW FROM WINESAP.
 SX0034'0.3 MILE SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SX0034'SIGN AT WINESAP, CHELAN COUNTY, 310 FEET SOUTHWEST OF THE SOUTHWEST
 SX0034'END OF A SIDING, 60 FEET SOUTHWEST OF A RAILWAY CROSS FENCE, 30 FEET
 SX0034'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 20 FEET SOUTHEAST OF THE
 SX0034'RIGHT-OF-WAY FENCE.  THE TOP OF A STEEL RAIL, PAINTED USBM 708.8 AND
 SX0034'PROJECTING ABOUT 1-1/2 FEET ABOVE GROUND.
 SX0034
 SX0034                          STATION RECOVERY (1968)
 SX0034
 SX0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 SX0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0042 ***********************************************************************
 SX0042  DESIGNATION -  709 T RESET
 SX0042  PID         -  SX0042
 SX0042  STATE/COUNTY-  WA/CHELAN
 SX0042  USGS QUAD   -  WINESAP (1987)
 SX0042
 SX0042                         *CURRENT SURVEY CONTROL
 SX0042  ___________________________________________________________________
 SX0042* NAD 83(1986)-  47 46 41.     (N)    120 08 05.     (W)     SCALED    
 SX0042* NAVD 88     -       216.950  (meters)     711.78   (feet)  ADJUSTED  
 SX0042  ___________________________________________________________________
 SX0042  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 SX0042  DYNAMIC HT  -         216.977 (meters)     711.87  (feet)  COMP
 SX0042  MODELED GRAV-     980,732.5   (mgal)                       NAVD 88
 SX0042
 SX0042  VERT ORDER  -  FIRST     CLASS II
 SX0042
 SX0042.The horizontal coordinates were scaled from a topographic map and have
 SX0042.an estimated accuracy of +/- 6 seconds.
 SX0042
 SX0042.The orthometric height was determined by differential leveling
 SX0042.and adjusted by the National Geodetic Survey in June 1991..
 SX0042
 SX0042.The geoid height was determined by GEOID03.
 SX0042
 SX0042.The dynamic height is computed by dividing the NAVD 88
 SX0042.geopotential number by the normal gravity value computed on the
 SX0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0042.degrees latitude (g = 980.6199 gals.).
 SX0042
 SX0042.The modeled gravity was interpolated from observed gravity values.
 SX0042
 SX0042;                    North         East    Units  Estimated Accuracy
 SX0042;SPC WA N     -    86,740.      552,350.      MT  (+/- 180 meters Scaled)
 SX0042
 SX0042                          SUPERSEDED SURVEY CONTROL
 SX0042
 SX0042  NGVD 29 (??/??/92)  215.759  (m)          707.87   (f) ADJ UNCH    1 2
 SX0042
 SX0042.Superseded values are not recommended for survey control.
 SX0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0042.See file dsdata.txt to determine how the superseded data were derived.
 SX0042
 SX0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT146956(NAD 83)
 SX0042_MARKER: DD = SURVEY DISK
 SX0042_SETTING: 66 = SET IN ROCK OUTCROP
 SX0042_SP_SET: ROCK OUTCROP
 SX0042_STAMPING: 709 T RESET 1957
 SX0042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0042+STABILITY: POSITION/ELEVATION WELL
 SX0042
 SX0042  HISTORY     - Date     Condition        Report By
 SX0042  HISTORY     - 1957     MONUMENTED
 SX0042  HISTORY     - 1959     GOOD             SWECO
 SX0042  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0042
 SX0042                          STATION DESCRIPTION
 SX0042
 SX0042'DESCRIBED BY STONE WEBSTER ENGINEERING CORPORATION 1959
 SX0042'3.50 MI NE FROM WINESAP.
 SX0042'THE MARK IS LOCATED ABOUT 3.50 MILES NORTHEAST ALONG NEW GREAT
 SX0042'NORTHERN RAILWAY FROM THE STATION AT WINESAP, 35 FEET NORTH OF THE
 SX0042'TRACK AND APPROXIMATELY 165 FEET NORTHWEST OF ITS ORIGINAL LOCATION,
 SX0042'SET IN A GREY GRANITE ROCK EXTENDING FROM A VERTICAL ROCK CLIFF ABOUT
 SX0042'30 FEET ABOVE GRADE OF THE NEW TRACK.
 SX0042
 SX0042                          STATION RECOVERY (1982)
 SX0042
 SX0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0042'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4323 ***********************************************************************
 RD4323  DESIGNATION -  7096
 RD4323  PID         -  RD4323
 RD4323  STATE/COUNTY-  WA/CLARK
 RD4323  USGS QUAD   -  VANCOUVER (1990)
 RD4323
 RD4323                         *CURRENT SURVEY CONTROL
 RD4323  ___________________________________________________________________
 RD4323* NAD 83(1986)-  45 39 53.     (N)    122 44 30.     (W)     SCALED    
 RD4323* NAVD 88     -         8.13   (meters)      26.7    (feet)  N HEIGHT  
 RD4323  ___________________________________________________________________
 RD4323  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD4323  DYNAMIC HT  -           8.13  (meters)      26.7   (feet)  COMP
 RD4323  MODELED GRAV-     980,630.0   (mgal)                       NAVD 88
 RD4323
 RD4323  VERT ORDER  -  THIRD
 RD4323
 RD4323.The horizontal coordinates were scaled from a topographic map and have
 RD4323.an estimated accuracy of +/- 6 seconds.
 RD4323
 RD4323.The orthometric height was determined by differential leveling
 RD4323.and adjusted by the National Geodetic Survey in October 1996..
 RD4323.The height was determined by precise leveling from only one NSRS
 RD4323.bench mark.  This was not adequate "tie leveling" to NSRS and was
 RD4323.allowed ONLY to validate the GPS-derived height.
 RD4323
 RD4323.The geoid height was determined by GEOID03.
 RD4323
 RD4323.The dynamic height is computed by dividing the NAVD 88
 RD4323.geopotential number by the normal gravity value computed on the
 RD4323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4323.degrees latitude (g = 980.6199 gals.).
 RD4323
 RD4323.The modeled gravity was interpolated from observed gravity values.
 RD4323
 RD4323;                    North         East    Units  Estimated Accuracy
 RD4323;SPC WA S     -    39,320.      325,320.      MT  (+/- 180 meters Scaled)
 RD4323
 RD4323                          SUPERSEDED SURVEY CONTROL
 RD4323
 RD4323.No superseded survey control is available for this station.
 RD4323
 RD4323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER201568(NAD 83)
 RD4323_MARKER: DB = BENCH MARK DISK
 RD4323_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4323_SP_SET: PREFAB CONC. POST IN EARTH
 RD4323_STAMPING: 7096 1989
 RD4323_MARK LOGO: WA-011
 RD4323_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4323+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2006
 RD4323
 RD4323  HISTORY     - Date     Condition        Report By
 RD4323  HISTORY     - 1989     MONUMENTED       WA-011
 RD4323  HISTORY     - 20040307 GOOD             USPSQD
 RD4323  HISTORY     - 20050313 GOOD             USPSQD
 RD4323  HISTORY     - 20060627 GOOD             USPSQD
 RD4323  HISTORY     - 20060627 POOR             USPSQD
 RD4323
 RD4323                          STATION DESCRIPTION
 RD4323
 RD4323'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4323'WEST OF CITY OF VANCOUVER, APPROX. 4.32 KM (2.68 MI) NORTH ALONG SR
 RD4323'501 (LOWER RIVER ROAD) FROM INTERSECTION OF SR 501 AND WEST 26TH
 RD4323'STREET, AT APPROX. WSDH MONUMENT STATION 80+00, 34.6 FT (10.5 M) EAST
 RD4323'OF EAST EDGE OF PAVEMENT, 32.4 FT (9.9 M) NORTH OF 14 INCH DIAMETER
 RD4323'COTTONWOOD TREE, APPROX. 55 FT (16.8 M) NE OF WSDH MONUMENT AT
 RD4323'STATION 80+00, AT RIGHT OF WAY (FENCE LINE), SET CONCRETE MONUMENT
 RD4323'WITH 2 INCH BRASS DISK.DATUM POINT IS TOP OF 3/16 INCH DIAMETER
 RD4323'DOMED BRASS SCREW HEAD SET IN CENTER OF BRASS DISK.
 RD4323
 RD4323                          STATION RECOVERY (2004)
 RD4323
 RD4323'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4323'WITNESS POST ADDED, TREE NOW 24 INCHES IN DIAMETER.
 RD4323
 RD4323                          STATION RECOVERY (2005)
 RD4323
 RD4323'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4323'RECOVERED IN GOOD CONDITION.
 RD4323
 RD4323                          STATION RECOVERY (2006)
 RD4323
 RD4323'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4323'FOUND DIFFERENCE IN LAT/LONG USING HAND HELD GPS. MY READINGS
 RD4323'N45 39 54.4  W122 44 31
 RD4323
 RD4323                          STATION RECOVERY (2006)
 RD4323
 RD4323'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4323'IN THE MIDDLE OF THE ROADWAY UNDER A MONUMENT BOX. 12 INCHES UNDER TOP
 RD4323'OF BOX. FOUND PIPE CAP BUT WIRE AND WASHER ARE NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0587 ***********************************************************************
 SA0587  DESIGNATION -  715 T
 SA0587  PID         -  SA0587
 SA0587  STATE/COUNTY-  WA/FRANKLIN
 SA0587  USGS QUAD   -  MESA EAST (1970)
 SA0587
 SA0587                         *CURRENT SURVEY CONTROL
 SA0587  ___________________________________________________________________
 SA0587* NAD 83(1986)-  46 36 54.     (N)    118 55 30.     (W)     SCALED    
 SA0587* NAVD 88     -       218.881  (meters)     718.11   (feet)  ADJUSTED  
 SA0587  ___________________________________________________________________
 SA0587  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SA0587  DYNAMIC HT  -         218.886 (meters)     718.13  (feet)  COMP
 SA0587  MODELED GRAV-     980,634.0   (mgal)                       NAVD 88
 SA0587
 SA0587  VERT ORDER  -  FIRST     CLASS II
 SA0587
 SA0587.The horizontal coordinates were scaled from a topographic map and have
 SA0587.an estimated accuracy of +/- 6 seconds.
 SA0587
 SA0587.The orthometric height was determined by differential leveling
 SA0587.and adjusted by the National Geodetic Survey in June 1991..
 SA0587
 SA0587.The geoid height was determined by GEOID03.
 SA0587
 SA0587.The dynamic height is computed by dividing the NAVD 88
 SA0587.geopotential number by the normal gravity value computed on the
 SA0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0587.degrees latitude (g = 980.6199 gals.).
 SA0587
 SA0587.The modeled gravity was interpolated from observed gravity values.
 SA0587
 SA0587;                    North         East    Units  Estimated Accuracy
 SA0587;SPC WA S     -   143,660.      620,630.      MT  (+/- 180 meters Scaled)
 SA0587
 SA0587                          SUPERSEDED SURVEY CONTROL
 SA0587
 SA0587  NGVD 29 (??/??/92)  217.992  (m)          715.20   (f) ADJ UNCH    1 2
 SA0587
 SA0587.Superseded values are not recommended for survey control.
 SA0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0587.See file dsdata.txt to determine how the superseded data were derived.
 SA0587
 SA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM526641(NAD 83)
 SA0587_MARKER: P = PIPE CAP
 SA0587_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0587_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0587_STAMPING: 715 T
 SA0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0587
 SA0587  HISTORY     - Date     Condition        Report By
 SA0587  HISTORY     - UNK      MONUMENTED       USGS
 SA0587  HISTORY     - 1944     GOOD             NGS
 SA0587
 SA0587                          STATION DESCRIPTION
 SA0587
 SA0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SA0587'4.8 MI SW FROM CONNELL.
 SA0587'4.8 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0587'STATION AT CONNELL, FRANKLIN COUNTY, AT CACTUS, ABOUT 0.1 MILE
 SA0587'NORTHEAST OF MILEPOST 115, ABOUT 350 FEET SOUTHWEST OF THE SOUTHWEST
 SA0587'END OF BRIDGE 114, DIRECTLY OPPOSITE THE RAILWAY ROCK CRUSHER, 53 FEET
 SA0587'SOUTHEAST OF THE SOUTHEAST RAIL, 86 FEET NORTHWEST OF THE RIGHT-OF-WAY
 SA0587'FENCE, 20.3 FEET SOUTHWEST OF A POLE, 3.6 FEET NORTHWEST OF A WHITE
 SA0587'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK. A UNITED
 SA0587'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 715 T AND RIVETED ON
 SA0587'THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE
 SA0587'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0033 ***********************************************************************
 SX0033  DESIGNATION -  716.1
 SX0033  PID         -  SX0033
 SX0033  STATE/COUNTY-  WA/CHELAN
 SX0033  USGS QUAD   -  ENTIAT (1987)
 SX0033
 SX0033                         *CURRENT SURVEY CONTROL
 SX0033  ___________________________________________________________________
 SX0033* NAD 83(1986)-  47 44 46.     (N)    120 12 57.     (W)     SCALED    
 SX0033* NAVD 88     -       219.024  (meters)     718.58   (feet)  ADJUSTED  
 SX0033  ___________________________________________________________________
 SX0033  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SX0033  DYNAMIC HT  -         219.051 (meters)     718.67  (feet)  COMP
 SX0033  MODELED GRAV-     980,730.7   (mgal)                       NAVD 88
 SX0033
 SX0033  VERT ORDER  -  FIRST     CLASS II
 SX0033
 SX0033.The horizontal coordinates were scaled from a topographic map and have
 SX0033.an estimated accuracy of +/- 6 seconds.
 SX0033
 SX0033.The orthometric height was determined by differential leveling
 SX0033.and adjusted by the National Geodetic Survey in June 1991..
 SX0033
 SX0033.The geoid height was determined by GEOID03.
 SX0033
 SX0033.The dynamic height is computed by dividing the NAVD 88
 SX0033.geopotential number by the normal gravity value computed on the
 SX0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0033.degrees latitude (g = 980.6199 gals.).
 SX0033
 SX0033.The modeled gravity was interpolated from observed gravity values.
 SX0033
 SX0033;                    North         East    Units  Estimated Accuracy
 SX0033;SPC WA N     -    83,140.      546,310.      MT  (+/- 180 meters Scaled)
 SX0033
 SX0033                          SUPERSEDED SURVEY CONTROL
 SX0033
 SX0033  NGVD 29 (??/??/92)  217.840  (m)          714.70   (f) ADJ UNCH    1 2
 SX0033
 SX0033.Superseded values are not recommended for survey control.
 SX0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0033.See file dsdata.txt to determine how the superseded data were derived.
 SX0033
 SX0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT086918(NAD 83)
 SX0033_MARKER: N = NAIL
 SX0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0033_SP_SET: POLE
 SX0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0033
 SX0033  HISTORY     - Date     Condition        Report By
 SX0033  HISTORY     - UNK      MONUMENTED       USGS
 SX0033  HISTORY     - 1934     GOOD             NGS
 SX0033  HISTORY     - 1968     MARK NOT FOUND   USGS
 SX0033
 SX0033                          STATION DESCRIPTION
 SX0033
 SX0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0033'1.2 MI S FROM WINESAP.
 SX0033'1.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION SIGN
 SX0033'AT WINESAP, CHELAN COUNTY, 300 FEET NORTH OF A FARM-ROAD CROSSING, AT
 SX0033'THE BASE OF THE SECOND POLE SOUTH OF MILEPOST 25, 46 FEET EAST OF THE
 SX0033'CENTERLINE OF THE TRACK, AND IN THE TOP OF A SAWED-OFF POLE PAINTED
 SX0033'USBM 716.1 AND FLUSH WITH THE GROUND.  A UNITED STATES GEOLOGICAL
 SX0033'SURVEY STANDARD COPPER NAIL AND WASHER.
 SX0033
 SX0033                          STATION RECOVERY (1968)
 SX0033
 SX0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 SX0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1091 ***********************************************************************
 SB1091  DESIGNATION -  716.878=EMPIRE
 SB1091  PID         -  SB1091
 SB1091  STATE/COUNTY-  WA/YAKIMA
 SB1091  USGS QUAD   -  MABTON WEST (1965)
 SB1091
 SB1091                         *CURRENT SURVEY CONTROL
 SB1091  ___________________________________________________________________
 SB1091* NAD 83(1991)-  46 13 58.19779(N)    120 04 32.79562(W)     ADJUSTED  
 SB1091* NAVD 88     -       220.2    (meters)     722.     (feet)  VERTCON   
 SB1091  ___________________________________________________________________
 SB1091  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 SB1091  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SB1091
 SB1091  HORZ ORDER  -  SECOND
 SB1091
 SB1091.The horizontal coordinates were established by classical geodetic methods
 SB1091.and adjusted by the National Geodetic Survey in December 1991..
 SB1091
 SB1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1091
 SB1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1091
 SB1091.The geoid height was determined by GEOID03.
 SB1091
 SB1091;                    North         East     Units Scale Factor Converg.
 SB1091;SPC WA S     -   100,066.908   532,721.300   MT  0.99993339   +0 18 29.4
 SB1091;SPC WA S     -   328,302.85  1,747,769.80   sFT  0.99993339   +0 18 29.4
 SB1091;UTM  10      - 5,124,074.244   725,473.662   MT  1.00022498   +2 06 45.5
 SB1091;UTM  11      - 5,124,516.489   262,841.225   MT  1.00029145   -2 13 20.0
 SB1091
 SB1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1091!SPC WA S     -   0.99996884  x   0.99993339  =   0.99990223
 SB1091!UTM  10      -   0.99996884  x   1.00022498  =   1.00019381
 SB1091!UTM  11      -   0.99996884  x   1.00029145  =   1.00026028
 SB1091
 SB1091|---------------------------------------------------------------------|
 SB1091| PID    Reference Object                     Distance      Geod. Az  |
 SB1091|                                                           dddmmss.s |
 SB1091| CF5237 EMPIRE RM 1                           8.419 METERS 07742     |
 SB1091| SB1046 MABTON ELEVATED TANK                APPROX. 6.4 KM 1135709.2 |
 SB1091| CF5236 EMPIRE AZ MK                                       1184253.2 |
 SB1091| CF5238 EMPIRE RM 2                           6.218 METERS 32113     |
 SB1091|---------------------------------------------------------------------|
 SB1091
 SB1091                          SUPERSEDED SURVEY CONTROL
 SB1091
 SB1091  NAD 83(1991)-  46 13 58.20271(N)    120 04 32.79621(W) AD(       ) 2
 SB1091  NAD 83(1986)-  46 13 58.20759(N)    120 04 32.78510(W) AD(       ) 2
 SB1091  NAD 27      -  46 13 58.73800(N)    120 04 28.62600(W) AD(       ) 2
 SB1091  NGVD 29 (07/19/86)  219.2    (m)          719.     (f) VERT ANG       
 SB1091
 SB1091.Superseded values are not recommended for survey control.
 SB1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1091.See file dsdata.txt to determine how the superseded data were derived.
 SB1091
 SB1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS2547424074(NAD 83)
 SB1091_MARKER: P = PIPE CAP
 SB1091_SETTING: 0 = UNSPECIFIED SETTING
 SB1091
 SB1091  HISTORY     - Date     Condition        Report By
 SB1091  HISTORY     - 1948     MONUMENTED       USGS
 SB1091  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SB1091
 SB1091                          STATION DESCRIPTION
 SB1091
 SB1091'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (WRH)
 SB1091'THE STATION IS LOCATED BETWEEN THE NORTHERN PACIFIC RAILROAD
 SB1091'TRACKS AND WASHINGTON STATE HIGHWAY 3A.  IT IS ABOUT 4 MILES AIRLINE
 SB1091'WEST NORTHWEST OF MABTON, ABOUT 7 MILES AIRLINE SOUTH SOUTHWEST
 SB1091'OF SUNNYSIDE AND ABOUT 8 MILES AIRLINE WEST SOUTHWEST OF
 SB1091'GRANDVIEW.
 SB1091'
 SB1091'THE STATION IS 105 FEET SOUTH OF THE RAILROAD SEMAPHORE NUMBER
 SB1091'560, 36 FEET NORTH NORTHEAST OF THE CENTERLINE OF HIGHWAY 3A AND
 SB1091'5.4 FEET EAST SOUTHEAST OF A WHITE WITNESS POST.  IT IS A
 SB1091'STANDARD USGS BM CAP DISK ATTACHED TO THE TOP OF AN IRON PIPE THAT
 SB1091'PROJECTS 1 FOOT ABOVE THE GROUND.  THE DISK IS STAMPED 716.878
 SB1091'(FT.) 717-T.
 SB1091'
 SB1091'REFERENCE MARK NUMBER ONE IS 55 FEET NORTH NORTHEAST OF THE
 SB1091'CENTERLINE OF THE HIGHWAY AND IS ABOUT 1 FOOT LOWER THAN THE
 SB1091'STATION.  IT IS STAMPED EMPIRE (USGS) BM NO 1 1948 AND PROJECTS
 SB1091'3 INCHES ABOVE THE GROUND.
 SB1091'
 SB1091'REFERENCE MARK NUMBER TWO IS 43 FEET NORTH NORTHEAST OF THE
 SB1091'CENTERLINE OF THE HIGHWAY AND IS ABOUT 1 FOOT LOWER THAN THE
 SB1091'STATION.  IT IS STAMPED EMPIRE (USGS) BM NO 2 1948 AND PROJECTS
 SB1091'2 INCHES ABOVE THE GROUND.
 SB1091'
 SB1091'THE AZIMUTH MARK IS LOCATED ON A SLIGHT RISE THAT IS BETWEEN THE
 SB1091'NORTHERN PACIFIC RAILROAD TRACKS AND WASHINGTON STATE HIGHWAY 3A,
 SB1091'44 FEET NORTH NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 108
 SB1091'FEET SOUTH SOUTHWEST OF THE SOUTH RAIL OF THE RAILROAD.  IT IS
 SB1091'STAMPED EMPIRE (USGS) BM 1948 AND PROJECTS 3 INCHES ABOVE THE
 SB1091'GROUND.  TO REACH THE MARK FROM THE STATION GO EASTERLY ON THE
 SB1091'HIGHWAY TOWARDS MABTON FOR 0.65 MILE TO THE MARK ON THE LEFT AS
 SB1091'DESCRIBED.
 SB1091'
 SB1091'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MABTON GO WESTERLY
 SB1091'ON WASHINGTON STATE HIGHWAY 3A FOR 4.0 MILES TO THE STATION ON THE
 SB1091'RIGHT AS DESCRIBED.
 SB1091
 SB1091                          STATION RECOVERY (1962)
 SB1091
 SB1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SB1091'THE STATION MARK IS GONE.  REFERENCE MARK NO. 1 IS IN GOOD
 SB1091'CONDITION AND THE TOP PORTION OF THE CONCRETE POST WHICH HELD
 SB1091'REFERENCE MARK NO. 2 HAS BEEN BROKEN OFF AND THE DISK IS GONE.  THE
 SB1091'AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0343 ***********************************************************************
 SB0343  DESIGNATION -  717 T USGS
 SB0343  PID         -  SB0343
 SB0343  STATE/COUNTY-  WA/YAKIMA
 SB0343  USGS QUAD   -  GRANGER (1965)
 SB0343
 SB0343                         *CURRENT SURVEY CONTROL
 SB0343  ___________________________________________________________________
 SB0343* NAD 83(1986)-  46 19 54.     (N)    120 14 30.     (W)     SCALED    
 SB0343* NAVD 88     -       219.554  (meters)     720.32   (feet)  ADJUSTED  
 SB0343  ___________________________________________________________________
 SB0343  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SB0343  DYNAMIC HT  -         219.556 (meters)     720.33  (feet)  COMP
 SB0343  MODELED GRAV-     980,616.3   (mgal)                       NAVD 88
 SB0343
 SB0343  VERT ORDER  -  FIRST     CLASS II
 SB0343
 SB0343.The horizontal coordinates were scaled from a topographic map and have
 SB0343.an estimated accuracy of +/- 6 seconds.
 SB0343
 SB0343.The orthometric height was determined by differential leveling
 SB0343.and adjusted by the National Geodetic Survey in June 1991..
 SB0343.WARNING-Repeat measurements at this control monument indicate possible
 SB0343.vertical movement.
 SB0343
 SB0343.The geoid height was determined by GEOID03.
 SB0343
 SB0343.The dynamic height is computed by dividing the NAVD 88
 SB0343.geopotential number by the normal gravity value computed on the
 SB0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0343.degrees latitude (g = 980.6199 gals.).
 SB0343
 SB0343.The modeled gravity was interpolated from observed gravity values.
 SB0343
 SB0343;                    North         East    Units  Estimated Accuracy
 SB0343;SPC WA S     -   111,000.      519,890.      MT  (+/- 180 meters Scaled)
 SB0343
 SB0343                          SUPERSEDED SURVEY CONTROL
 SB0343
 SB0343  NGVD 29 (??/??/92)  218.51   (m)          716.9    (f) COMPUTED    1 2
 SB0343
 SB0343.Superseded values are not recommended for survey control.
 SB0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0343.See file dsdata.txt to determine how the superseded data were derived.
 SB0343
 SB0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS123345(NAD 83)
 SB0343_MARKER: P = PIPE CAP
 SB0343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0343_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0343_STAMPING: ELEV 716.859 FT 717 T
 SB0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0343
 SB0343  HISTORY     - Date     Condition        Report By
 SB0343  HISTORY     - UNK      MONUMENTED       USGS
 SB0343  HISTORY     - 1962     GOOD             NGS
 SB0343
 SB0343                          STATION DESCRIPTION
 SB0343
 SB0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0343'0.4 MI NW FROM ALFALFA.
 SB0343'REACHED FROM THE INTERSECTION OF WAPENISH RD. AND MYERS RD., 1 MILE
 SB0343'SOUTHEAST OF THE RAILROAD DEPOT IN TOPPENISH, BY GOING SOUTHEAST ON
 SB0343'WAPENISH RD. FOR 2.5 MILES TO A RAILROAD CROSSING, CONTINUE SOUTHEAST
 SB0343'ALONG THE SOUTHWEST SIDE OF THE RAILROAD FOR 1.1 MILES TO TWO
 SB0343'SEMAPHORES ON THE LEFT AND THE MARK ON THE LEFT.  NOTE-- THERE IS
 SB0343'ANOTHER MARK BY THIS SAME NAME IN THIS SAME LINE OF LEVELS 3.9 MILES
 SB0343'NORTHWEST OF MABTON.  NOTE-- THE MARK IS SOUTHWEST OF THE RAILROAD
 SB0343'TRACK INSTEAD OF SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4270 ***********************************************************************
 RD4270  DESIGNATION -  7191
 RD4270  PID         -  RD4270
 RD4270  STATE/COUNTY-  WA/CLARK
 RD4270  USGS QUAD   -  BATTLE GROUND (1990)
 RD4270
 RD4270                         *CURRENT SURVEY CONTROL
 RD4270  ___________________________________________________________________
 RD4270* NAD 83(1986)-  45 46 47.     (N)    122 36 00.     (W)     SCALED    
 RD4270* NAVD 88     -        67.332  (meters)     220.91   (feet)  ADJUSTED  
 RD4270  ___________________________________________________________________
 RD4270  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 RD4270  DYNAMIC HT  -          67.332 (meters)     220.91  (feet)  COMP
 RD4270  MODELED GRAV-     980,622.4   (mgal)                       NAVD 88
 RD4270
 RD4270  VERT ORDER  -  SECOND    CLASS II
 RD4270
 RD4270.The horizontal coordinates were scaled from a topographic map and have
 RD4270.an estimated accuracy of +/- 6 seconds.
 RD4270
 RD4270.The orthometric height was determined by differential leveling
 RD4270.and adjusted by the National Geodetic Survey in April 1995..
 RD4270
 RD4270.The geoid height was determined by GEOID03.
 RD4270
 RD4270.The dynamic height is computed by dividing the NAVD 88
 RD4270.geopotential number by the normal gravity value computed on the
 RD4270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4270.degrees latitude (g = 980.6199 gals.).
 RD4270
 RD4270.The modeled gravity was interpolated from observed gravity values.
 RD4270
 RD4270;                    North         East    Units  Estimated Accuracy
 RD4270;SPC WA S     -    51,790.      336,700.      MT  (+/- 180 meters Scaled)
 RD4270
 RD4270                          SUPERSEDED SURVEY CONTROL
 RD4270
 RD4270  NGVD 29 (03/17/92)   66.276  (m)          217.44   (f) ADJUSTED    2 2
 RD4270
 RD4270.Superseded values are not recommended for survey control.
 RD4270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4270.See file dsdata.txt to determine how the superseded data were derived.
 RD4270
 RD4270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER310696(NAD 83)
 RD4270_MARKER: DB = BENCH MARK DISK
 RD4270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD4270_SP_SET: IN CONCRETE BASE OF SIGNAL POL
 RD4270_STAMPING: 7191  1989
 RD4270_MARK LOGO: WA-011
 RD4270_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4270+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 RD4270
 RD4270  HISTORY     - Date     Condition        Report By
 RD4270  HISTORY     - 1989     MONUMENTED       WA-011
 RD4270  HISTORY     - 20020323 GOOD             USPSQD
 RD4270  HISTORY     - 20050625 GOOD             USPSQD
 RD4270  HISTORY     - 20050707 GOOD             USPSQD
 RD4270  HISTORY     - 20060808 GOOD             USPSQD
 RD4270  HISTORY     - 20060809 GOOD             USPSQD
 RD4270
 RD4270                          STATION DESCRIPTION
 RD4270
 RD4270'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4270'NORTH OF CITY OF VANCOUVER, ALONG SR 502 (NE 219TH STREET), 4.112 KM
 RD4270'(2.555 MI) WEST OF INTERSECTION OF SR 503 AND SR 502 AT BATTLE
 RD4270'GROUND, IN SOUTHWEST QUADRANT OF INTERSECTION OF NE 219TH STREET AND
 RD4270'NE 72ND AVENUE, 34.1 FT (10.4 M) SOUTH OF CENTERLINE 0F NE 219TH
 RD4270'STREET, 36.1 FT (11.0 M) WEST OF CENTERLINE OF NE 72ND AVENUE, 4.7 FT
 RD4270'(1.4 M) NORTH OF NORTH EDGE OF SIGNAL CONTROL BOX, 0.4 FT (0.1 M)
 RD4270'NORTHEAST OF NORTHEAST CORNER OF POLE PEDESTAL, SET 2 INCH DOMED
 RD4270'BRASS DISK IN CONCRETE BASE OF SIGNAL POLE.
 RD4270
 RD4270                          STATION RECOVERY (2002)
 RD4270
 RD4270'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RD4270'RECOVERED IN GOOD CONDITION.
 RD4270
 RD4270                          STATION RECOVERY (2005)
 RD4270
 RD4270'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4270'RECOVERED IN GOOD CONDITION.
 RD4270
 RD4270                          STATION RECOVERY (2005)
 RD4270
 RD4270'RECOVERY NOTE BY US POWER SQUADRON 2005
 RD4270'GOOD CONDITION
 RD4270
 RD4270                          STATION RECOVERY (2006)
 RD4270
 RD4270'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4270'RECOVERED IN GOOD CONDITION.
 RD4270
 RD4270                          STATION RECOVERY (2006)
 RD4270
 RD4270'RECOVERY NOTE BY US POWER SQUADRON 2006
 RD4270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1654 ***********************************************************************
 SW1654  DESIGNATION -  72 FMK
 SW1654  PID         -  SW1654
 SW1654  STATE/COUNTY-  WA/DOUGLAS
 SW1654  USGS QUAD   -  LAMOINE (1968)
 SW1654
 SW1654                         *CURRENT SURVEY CONTROL
 SW1654  ___________________________________________________________________
 SW1654* NAD 83(1998)-  47 41 58.78316(N)    119 53 58.41142(W)     ADJUSTED  
 SW1654* NAVD 88     -       809.2    (meters)    2655.     (feet)  GPS OBS   
 SW1654  ___________________________________________________________________
 SW1654  X           -  -2,143,970.663 (meters)                     COMP
 SW1654  Y           -  -3,728,545.707 (meters)                     COMP
 SW1654  Z           -   4,695,050.881 (meters)                     COMP
 SW1654  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 SW1654  ELLIP HEIGHT-         790.00  (meters)          (07/05/01) GPS OBS
 SW1654  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 SW1654
 SW1654  HORZ ORDER  -  FIRST
 SW1654  ELLP ORDER  -  FOURTH    CLASS II
 SW1654
 SW1654.The horizontal coordinates were established by GPS observations
 SW1654.and adjusted by the National Geodetic Survey in July 2001..
 SW1654.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1654.DATUM ITEM on the data sheet items page.
 SW1654
 SW1654.The orthometric height was determined by GPS observations and a
 SW1654.high-resolution geoid model.
 SW1654
 SW1654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1654
 SW1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1654
 SW1654.The ellipsoidal height was determined by GPS observations
 SW1654.and is referenced to NAD 83.
 SW1654
 SW1654.The geoid height was determined by GEOID03.
 SW1654
 SW1654;                    North         East     Units Scale Factor Converg.
 SW1654;SPC WA N     -    78,214.891   570,082.838   MT  0.99996874   +0 41 42.8
 SW1654;SPC WA N     -   256,610.02  1,870,346.78   sFT  0.99996874   +0 41 42.8
 SW1654;UTM  11      - 5,286,992.686   282,462.193   MT  1.00018156   -2 08 43.5
 SW1654
 SW1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1654!SPC WA N     -   0.99987619  x   0.99996874  =   0.99984494
 SW1654!UTM  11      -   0.99987619  x   1.00018156  =   1.00005773
 SW1654
 SW1654                          SUPERSEDED SURVEY CONTROL
 SW1654
 SW1654  NAD 83(1991)-  47 41 58.78197(N)    119 53 58.41175(W) AD(       ) 1
 SW1654  ELLIP H (01/21/94)  790.13   (m)                       GP(       ) 4 1
 SW1654
 SW1654.Superseded values are not recommended for survey control.
 SW1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1654.See file dsdata.txt to determine how the superseded data were derived.
 SW1654
 SW1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN8246286993(NAD 83)
 SW1654_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1654_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 SW1654_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 SW1654_STAMPING: 72 FMK 1967
 SW1654_MARK LOGO: USGS  
 SW1654_PROJECTION: FLUSH
 SW1654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1654+STABILITY: POSITION/ELEVATION WELL
 SW1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1654+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1993
 SW1654_ROD/PIPE-DEPTH: 3.05 meters
 SW1654_SLEEVE-DEPTH  : 0.51 meters
 SW1654
 SW1654  HISTORY     - Date     Condition        Report By
 SW1654  HISTORY     - 1967     MONUMENTED       USGS
 SW1654  HISTORY     - 19930520 GOOD             DCPW
 SW1654
 SW1654                          STATION DESCRIPTION
 SW1654
 SW1654'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1654'016
 SW1654'THE STATION IS APPROXIMATELY 8.5 MI (13.7 KM) ENE OF WATERVILLE, WA,
 SW1654'29 MI (46.7 KM) WNW OF COULEE CITY, WA, AND 26 MI (41.8 KM) NE OF
 SW1654'EAST WENATCHEE, WA, IN THE NE 1/4 OF SECTION 2, T25N, R23E, WM,
 SW1654'DOUGLAS COUNTY, WA.
 SW1654'TO REACH STATION FROM THE POST OFFICE AND GENERAL STORE IN DOUGLAS,
 SW1654'WA, DRIVE 250 FT (76.2 M) EAST ALONG HIGHWAY 2 TO THE INTERSECTION OF
 SW1654'A THE DOUGLAS NORTH ROAD, A PAVED ROAD TO THE NORTH. CONTINUE NORTH
 SW1654'ALONG THE DOUGLAS NORTH ROAD, 6.2 MI (10.0 KM) TO A POINT WHERE THE
 SW1654'ROAD TURNS EAST INTO 6-NW. CONTINUE EAST ALONG 6-NW 4 MI (6.4 KM) TO
 SW1654'THE INTERSECTION OF G-NW, A N-S DIRT ROAD, AND THE STATION 30 FT
 SW1654'(9.1 M) SOUTH OF THE CENTERLINE OF 6-NW, 28 FT (8.5 M) WEST OF THE
 SW1654'CENTERLINE OF G-NW, 65 FT (19.8 M) SOUTH OF THE ROAD INTERSECTION
 SW1654'MARKER, 0.2 FT (0.1 M) WEST OF A WHITE WITNESS SIGN ON A STEEL POST,
 SW1654'AND 3.5 FT (1.1 M) S74W OF AN ORANGE CARSONITE WITNESS POST.
 SW1654'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -72 FMK 1967- SET ON
 SW1654'TOP OF 10 FT (3.0 M) OF COPPER COATED ROD DRIVEN INTO THE DIRT,
 SW1654'ENCASED IN A 6 INCH STEEL SLEEVE, AND FLUSH WITH THE SURROUNDING DIRT
 SW1654'SURFACE.
 SW1654'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1654'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0830 ***********************************************************************
 SW0830  DESIGNATION -  73 M
 SW0830  PID         -  SW0830
 SW0830  STATE/COUNTY-  WA/CHELAN
 SW0830  USGS QUAD   -  AZWELL (1987)
 SW0830
 SW0830                         *CURRENT SURVEY CONTROL
 SW0830  ___________________________________________________________________
 SW0830* NAD 83(1986)-  47 55 02.     (N)    119 53 49.     (W)     SCALED    
 SW0830* NAVD 88     -       235.664  (meters)     773.17   (feet)  ADJUSTED  
 SW0830  ___________________________________________________________________
 SW0830  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 SW0830  DYNAMIC HT  -         235.695 (meters)     773.28  (feet)  COMP
 SW0830  MODELED GRAV-     980,739.6   (mgal)                       NAVD 88
 SW0830
 SW0830  VERT ORDER  -  FIRST     CLASS II
 SW0830
 SW0830.The horizontal coordinates were scaled from a topographic map and have
 SW0830.an estimated accuracy of +/- 6 seconds.
 SW0830
 SW0830.The orthometric height was determined by differential leveling
 SW0830.and adjusted by the National Geodetic Survey in June 1991..
 SW0830
 SW0830.The geoid height was determined by GEOID03.
 SW0830
 SW0830.The dynamic height is computed by dividing the NAVD 88
 SW0830.geopotential number by the normal gravity value computed on the
 SW0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0830.degrees latitude (g = 980.6199 gals.).
 SW0830
 SW0830.The modeled gravity was interpolated from observed gravity values.
 SW0830
 SW0830;                    North         East    Units  Estimated Accuracy
 SW0830;SPC WA N     -   102,400.      569,990.      MT  (+/- 180 meters Scaled)
 SW0830
 SW0830                          SUPERSEDED SURVEY CONTROL
 SW0830
 SW0830  NGVD 29 (??/??/92)  234.444  (m)          769.17   (f) ADJ UNCH    1 2
 SW0830
 SW0830.Superseded values are not recommended for survey control.
 SW0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0830.See file dsdata.txt to determine how the superseded data were derived.
 SW0830
 SW0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP835111(NAD 83)
 SW0830_MARKER: DD = SURVEY DISK
 SW0830_SETTING: 80 = SET IN A BOULDER
 SW0830_SP_SET: BOULDER
 SW0830_STAMPING: TT 73 M 1929
 SW0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0830+STABILITY: SURFACE MOTION
 SW0830
 SW0830  HISTORY     - Date     Condition        Report By
 SW0830  HISTORY     - 1929     MONUMENTED       USGS
 SW0830  HISTORY     - 1934     GOOD             NGS
 SW0830
 SW0830                          STATION DESCRIPTION
 SW0830
 SW0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0830'1.7 MI SW FROM WELLS.
 SW0830'ABOUT 1.7 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SW0830'STATION AT WELLS, CHELAN COUNTY, ABOUT 27 1/2-30 FOOT RAIL LENGTHS
 SW0830'SOUTHWEST OF THE SOUTHWEST END OF WOODEN TRESTLE 48.3, ABOUT 7 1/4-30
 SW0830'FOOT RAIL LENGTHS NORTHEAST OF MILEAGE POST 48.05, ABOUT 120 FEET
 SW0830'NORTHEAST OF THE SOUTHWEST END OF A SHALLOW CUT BEGINNING AT AN IRON
 SW0830'GATE CROSSING, AND ABOUT 12 FEET NORTHWEST OF THE CENTER OF THE TRACK,
 SW0830'IN THE TOP OF A GRANITE BOULDER ABOUT 3 FEET IN DIAMETER, PAINTED
 SW0830'U.S.B.M. 771.3, AND ABOUT 2 1/2 FEET ABOVE THE GROUND.  A UNITED
 SW0830'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 73 M 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1146 ***********************************************************************
 RB1146  DESIGNATION -  734
 RB1146  PID         -  RB1146
 RB1146  STATE/COUNTY-  WA/KLICKITAT
 RB1146  USGS QUAD   -  PHINNY HILL (1993)
 RB1146
 RB1146                         *CURRENT SURVEY CONTROL
 RB1146  ___________________________________________________________________
 RB1146* NAD 83(1991)-  45 55 35.08232(N)    119 54 33.43695(W)     ADJUSTED  
 RB1146* NAVD 88     -       225.031  (meters)     738.29   (feet)  ADJUSTED  
 RB1146  ___________________________________________________________________
 RB1146  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 RB1146  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 RB1146  DYNAMIC HT  -         225.029 (meters)     738.28  (feet)  COMP
 RB1146  MODELED GRAV-     980,600.4   (mgal)                       NAVD 88
 RB1146
 RB1146  HORZ ORDER  -  SECOND
 RB1146  VERT ORDER  -  SECOND    CLASS 0
 RB1146
 RB1146.The horizontal coordinates were established by classical geodetic methods
 RB1146.and adjusted by the National Geodetic Survey in December 1991..
 RB1146
 RB1146.The orthometric height was determined by differential leveling
 RB1146.and adjusted by the National Geodetic Survey in June 1991..
 RB1146
 RB1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1146
 RB1146.The geoid height was determined by GEOID03.
 RB1146
 RB1146.The dynamic height is computed by dividing the NAVD 88
 RB1146.geopotential number by the normal gravity value computed on the
 RB1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1146.degrees latitude (g = 980.6199 gals.).
 RB1146
 RB1146.The modeled gravity was interpolated from observed gravity values.
 RB1146
 RB1146;                    North         East     Units Scale Factor Converg.
 RB1146;SPC WA S     -    66,092.463   545,817.785   MT  0.99998020   +0 25 44.7
 RB1146;SPC WA S     -   216,838.36  1,790,737.18   sFT  0.99998020   +0 25 44.7
 RB1146;UTM  11      - 5,089,987.541   274,431.663   MT  1.00022555   -2 05 27.8
 RB1146
 RB1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1146!SPC WA S     -   0.99996811  x   0.99998020  =   0.99994831
 RB1146!UTM  11      -   0.99996811  x   1.00022555  =   1.00019365
 RB1146
 RB1146:                Primary Azimuth Mark                     Grid Az
 RB1146:SPC WA S     -  D 75                                     000 36 05.8
 RB1146:UTM  11      -  D 75                                     003 07 18.3
 RB1146
 RB1146|---------------------------------------------------------------------|
 RB1146| PID    Reference Object                     Distance      Geod. Az  |
 RB1146|                                                           dddmmss.s |
 RB1146| RB1148 D 75                                APPROX. 2.1 KM 0010150.5 |
 RB1146| RB1484 BOARDMAN PGE COAL PLT STK           APPROX.27.1 KM 1624155.6 |
 RB1146|---------------------------------------------------------------------|
 RB1146
 RB1146                          SUPERSEDED SURVEY CONTROL
 RB1146
 RB1146  NAD 83(1991)-  45 55 35.08232(N)    119 54 33.43698(W) AD(       ) 2
 RB1146  NAD 83(1986)-  45 55 35.09298(N)    119 54 33.42816(W) AD(       ) 2
 RB1146  NAD 27      -  45 55 35.61816(N)    119 54 29.29921(W) AD(       ) 2
 RB1146  NGVD 29 (??/??/92)  224.010  (m)          734.94   (f) ADJ UNCH    2 0
 RB1146
 RB1146.Superseded values are not recommended for survey control.
 RB1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1146.See file dsdata.txt to determine how the superseded data were derived.
 RB1146
 RB1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL7443289988(NAD 83)
 RB1146_MARKER: DD = SURVEY DISK
 RB1146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB1146_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB1146_STAMPING: 734
 RB1146_MARK LOGO: USGS  
 RB1146_MAGNETIC: P = MARKER IS A STEEL PIPE
 RB1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1146+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1989
 RB1146
 RB1146  HISTORY     - Date     Condition        Report By
 RB1146  HISTORY     - UNK      MONUMENTED       USGS
 RB1146  HISTORY     - 1971     GOOD             NGS
 RB1146  HISTORY     - 1976     GOOD             WADNR
 RB1146  HISTORY     - 1977     GOOD             NGS
 RB1146  HISTORY     - 19890810 GOOD             NGS
 RB1146
 RB1146                          STATION DESCRIPTION
 RB1146
 RB1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 RB1146'15 MI W FROM PATERSON.
 RB1146'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 221 AND 14 AT
 RB1146'THE SOUTH PART OF PATERSON, GO WEST ON HIGHWAY 14 FOR 10.0 MILES TO
 RB1146'THE WHITCOMB RAILROAD SIDING ON THE LEFT.  CONTINUE WEST ON THE
 RB1146'HIGHWAY FOR 7.4 MILES TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT AND GO
 RB1146'NORTH ON ALDERDALE ROAD FOR 1.6 MILES TO A SIDE ROAD ON THE LEFT.
 RB1146'CONTINUE NORTH ON THE GRAVEL ROAD FOR 1.75 MILES TO A SIDE ROAD ON THE
 RB1146'RIGHT, CONTINUE NORTH ON THE GRAVEL ROAD FOR 3.25 MILES TO THE MARK ON
 RB1146'THE LEFT.  IT IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, BRAZED TO
 RB1146'THE TOP OF A 4 INCH IRON PIPE THAT PROJECTS 6 INCHES AND IS 180 FEET
 RB1146'SOUTH OF A FENCE CORNER POST, 51 FEET WEST OF THE APPROXIMATE CENTER
 RB1146'OF GRAVEL ROAD, 26 FEET WEST OF A NORTH-SOUTH FENCE AND METAL WITNESS
 RB1146'POST AND 1.0 FEET SOUTH OF ANOTHER METAL WITNESS POST.
 RB1146
 RB1146                          STATION RECOVERY (1976)
 RB1146
 RB1146'RECOVERY NOTE BY WA DEPT OF NAT RES 1976
 RB1146'RECOVERED IN GOOD CONDITION.
 RB1146
 RB1146                          STATION RECOVERY (1977)
 RB1146
 RB1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RB1146'RECOVERED.
 RB1146
 RB1146                          STATION RECOVERY (1989)
 RB1146
 RB1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RB1146'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI) SOUTH-SOUTHEAST OF
 RB1146'MABTON, 24.1 KM (15.0 MI) WEST OF PATTERSON, 10.9 KM (6.8 MI) NORTH
 RB1146'OF THE COLUMBIA RIVER AND ON A POWER LINE RIGHT-OF-WAY ALONG THE WEST
 RB1146'SIDE OF ALDERDALE ROAD.
 RB1146'TO REACH FROM THE JUNCTION OF STATE ROUTES 14 AND 221 IN PATTERSON, GO
 RB1146'WEST ON STATE ROUTE 14 FOR 28.0 KM (17.4 MI) TO A SIDE ROAD RIGHT.
 RB1146'TURN RIGHT AND GO NORTH ON ALDERDALE ROAD FOR 2.57 KM (1.60 MI) TO A
 RB1146'FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH ON ALDERDALE ROAD FOR
 RB1146'8.21 KM (5.10 MI)  TO THE STATION ON THE LEFT.
 RB1146'THE MARK IS FASTENED TO THE TOP OF AN IRON PIPE THAT PROJECTS 15 CM (6
 RB1146'INCHES) ABOVE THE GROUND SURFACE.  IT IS 16.5 M (54.1 FT)  WEST OF
 RB1146'THE CENTER OF ALDERDALE ROAD, 17.1 M (56.1 FT)  SOUTH OF A DOUBLE
 RB1146'POWER LINE POLE, 8.2 M (26.9 FT) WEST OF A WITNESS POST, 6.4 M
 RB1146'(21.0 FT)  WEST OF THE RIGHT-OF-WAY FENCE AND 2.4 M (7.9 FT) ABOVE
 RB1146'THE ROAD WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0398 ***********************************************************************
 SA0398  DESIGNATION -  738
 SA0398  PID         -  SA0398
 SA0398  STATE/COUNTY-  WA/FRANKLIN
 SA0398  USGS QUAD   -  LEVEY (1991)
 SA0398
 SA0398                         *CURRENT SURVEY CONTROL
 SA0398  ___________________________________________________________________
 SA0398* NAD 83(1986)-  46 20 34.     (N)    118 46 40.     (W)     SCALED    
 SA0398* NAVD 88     -       225.761  (meters)     740.68   (feet)  ADJUSTED  
 SA0398  ___________________________________________________________________
 SA0398  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 SA0398  DYNAMIC HT  -         225.761 (meters)     740.68  (feet)  COMP
 SA0398  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 SA0398
 SA0398  VERT ORDER  -  SECOND    CLASS 0
 SA0398
 SA0398.The horizontal coordinates were scaled from a topographic map and have
 SA0398.an estimated accuracy of +/- 6 seconds.
 SA0398
 SA0398.The orthometric height was determined by differential leveling
 SA0398.and adjusted by the National Geodetic Survey in June 1991..
 SA0398
 SA0398.The geoid height was determined by GEOID03.
 SA0398
 SA0398.The dynamic height is computed by dividing the NAVD 88
 SA0398.geopotential number by the normal gravity value computed on the
 SA0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0398.degrees latitude (g = 980.6199 gals.).
 SA0398
 SA0398.The modeled gravity was interpolated from observed gravity values.
 SA0398
 SA0398;                    North         East    Units  Estimated Accuracy
 SA0398;SPC WA S     -   113,650.      632,560.      MT  (+/- 180 meters Scaled)
 SA0398
 SA0398                          SUPERSEDED SURVEY CONTROL
 SA0398
 SA0398  NGVD 29 (??/??/92)  224.742  (m)          737.34   (f) ADJ UNCH    2 0
 SA0398
 SA0398.Superseded values are not recommended for survey control.
 SA0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0398.See file dsdata.txt to determine how the superseded data were derived.
 SA0398
 SA0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM631336(NAD 83)
 SA0398_MARKER: DD = SURVEY DISK
 SA0398_SETTING: 0 = UNSPECIFIED SETTING
 SA0398_STAMPING: 738 T
 SA0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0398
 SA0398  HISTORY     - Date     Condition        Report By
 SA0398  HISTORY     - UNK      MONUMENTED       USGS
 SA0398  HISTORY     - 1934     GOOD             NGS
 SA0398  HISTORY     - 1946     GOOD             NGS
 SA0398
 SA0398                          STATION DESCRIPTION
 SA0398
 SA0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SA0398'20 MI NE FROM PASCO.
 SA0398'20 MI. N. E. ALONG PASCO-KAHLOTUS HIGHWAY FROM POST OFFICE.  ALONG THE
 SA0398'RIGHT OF WAY OF THE PAGE ROAD.  IN SOUTH CORNER OF SECTION 14-R 32 E,
 SA0398'0.4 MILE EAST OF CROSS ROAD, IN FORKS OF OLD DESERTED ROADS, 72 YARDS
 SA0398'NORTH OF CENTER LINE OF PAGE ROAD, IN PASTURE.
 SA0398
 SA0398                          STATION RECOVERY (1946)
 SA0398
 SA0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 SA0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0049 ***********************************************************************
 SX0049  DESIGNATION -  739.7
 SX0049  PID         -  SX0049
 SX0049  STATE/COUNTY-  WA/CHELAN
 SX0049  USGS QUAD   -  CHELAN (1987)
 SX0049
 SX0049                         *CURRENT SURVEY CONTROL
 SX0049  ___________________________________________________________________
 SX0049* NAD 83(1986)-  47 46 20.     (N)    120 03 23.     (W)     SCALED    
 SX0049* NAVD 88     -       225.287  (meters)     739.13   (feet)  ADJUSTED  
 SX0049  ___________________________________________________________________
 SX0049  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SX0049  DYNAMIC HT  -         225.314 (meters)     739.22  (feet)  COMP
 SX0049  MODELED GRAV-     980,724.5   (mgal)                       NAVD 88
 SX0049
 SX0049  VERT ORDER  -  FIRST     CLASS II
 SX0049
 SX0049.The horizontal coordinates were scaled from a topographic map and have
 SX0049.an estimated accuracy of +/- 6 seconds.
 SX0049
 SX0049.The orthometric height was determined by differential leveling
 SX0049.and adjusted by the National Geodetic Survey in June 1991..
 SX0049
 SX0049.The geoid height was determined by GEOID03.
 SX0049
 SX0049.The dynamic height is computed by dividing the NAVD 88
 SX0049.geopotential number by the normal gravity value computed on the
 SX0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0049.degrees latitude (g = 980.6199 gals.).
 SX0049
 SX0049.The modeled gravity was interpolated from observed gravity values.
 SX0049
 SX0049;                    North         East    Units  Estimated Accuracy
 SX0049;SPC WA N     -    86,150.      558,230.      MT  (+/- 180 meters Scaled)
 SX0049
 SX0049                          SUPERSEDED SURVEY CONTROL
 SX0049
 SX0049  NGVD 29 (??/??/92)  224.087  (m)          735.19   (f) ADJ UNCH    1 2
 SX0049
 SX0049.Superseded values are not recommended for survey control.
 SX0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0049.See file dsdata.txt to determine how the superseded data were derived.
 SX0049
 SX0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT205951(NAD 83)
 SX0049_MARKER: O = CHISELED CIRCLE
 SX0049_SETTING: 66 = SET IN ROCK OUTCROP
 SX0049_SP_SET: ROCK CLIFF
 SX0049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0049+STABILITY: POSITION/ELEVATION WELL
 SX0049
 SX0049  HISTORY     - Date     Condition        Report By
 SX0049  HISTORY     - UNK      MONUMENTED       USGS
 SX0049  HISTORY     - 1934     GOOD             NGS
 SX0049  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0049
 SX0049                          STATION DESCRIPTION
 SX0049
 SX0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0049'5.2 MI SW FROM CHELAN.
 SX0049'ABOUT 5.2 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SX0049'STATION AT CHELAN, CHELAN CO., ABOUT 89 30 FOOT RAIL LENGTHS SOUTHWEST
 SX0049'OF MILEAGE POST 34, 10, ABOUT 225 FEET WEST OF A ROCK AND SAND SLIDE
 SX0049'ABOUT 600 FEET EAST OF THE WEST END OF A LINE OF ROCK CLIFFS, AND 18
 SX0049'FEET NORTH OF THE CENTER OF THE TRACK, ON A ROCK LEDGE WITH THE
 SX0049'LETTERS USBM 739.7 PAINTED ON THE CLIFF, A CHISELED CIRCLE.
 SX0049
 SX0049                          STATION RECOVERY (1982)
 SX0049
 SX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0049'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0828 ***********************************************************************
 SW0828  DESIGNATION -  74 M USGS
 SW0828  PID         -  SW0828
 SW0828  STATE/COUNTY-  WA/CHELAN
 SW0828  USGS QUAD   -  AZWELL (1987)
 SW0828
 SW0828                         *CURRENT SURVEY CONTROL
 SW0828  ___________________________________________________________________
 SW0828* NAD 83(1986)-  47 53 16.     (N)    119 54 59.     (W)     SCALED    
 SW0828* NAVD 88     -       235.329  (meters)     772.08   (feet)  ADJUSTED  
 SW0828  ___________________________________________________________________
 SW0828  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 SW0828  DYNAMIC HT  -         235.360 (meters)     772.18  (feet)  COMP
 SW0828  MODELED GRAV-     980,736.6   (mgal)                       NAVD 88
 SW0828
 SW0828  VERT ORDER  -  FIRST     CLASS II
 SW0828
 SW0828.The horizontal coordinates were scaled from a topographic map and have
 SW0828.an estimated accuracy of +/- 6 seconds.
 SW0828
 SW0828.The orthometric height was determined by differential leveling
 SW0828.and adjusted by the National Geodetic Survey in June 1991..
 SW0828
 SW0828.The geoid height was determined by GEOID03.
 SW0828
 SW0828.The dynamic height is computed by dividing the NAVD 88
 SW0828.geopotential number by the normal gravity value computed on the
 SW0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0828.degrees latitude (g = 980.6199 gals.).
 SW0828
 SW0828.The modeled gravity was interpolated from observed gravity values.
 SW0828
 SW0828;                    North         East    Units  Estimated Accuracy
 SW0828;SPC WA N     -    99,110.      568,570.      MT  (+/- 180 meters Scaled)
 SW0828
 SW0828                          SUPERSEDED SURVEY CONTROL
 SW0828
 SW0828  NGVD 29 (??/??/92)  234.113  (m)          768.09   (f) ADJ UNCH    1 2
 SW0828
 SW0828.Superseded values are not recommended for survey control.
 SW0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0828.See file dsdata.txt to determine how the superseded data were derived.
 SW0828
 SW0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP819079(NAD 83)
 SW0828_MARKER: DD = SURVEY DISK
 SW0828_SETTING: 80 = SET IN A BOULDER
 SW0828_SP_SET: BOULDER
 SW0828_STAMPING: TT 74 M 1929
 SW0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0828+STABILITY: SURFACE MOTION
 SW0828
 SW0828  HISTORY     - Date     Condition        Report By
 SW0828  HISTORY     - 1929     MONUMENTED       USGS
 SW0828  HISTORY     - 1934     GOOD             NGS
 SW0828  HISTORY     - 1953     POOR             BOR
 SW0828  HISTORY     - 1982     MARK NOT FOUND   NGS
 SW0828
 SW0828                          STATION DESCRIPTION
 SW0828
 SW0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0828'4.2 MI SW FROM WELLS.
 SW0828'ABOUT 4.2 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SW0828'STATION AT WELLS, CHELAN COUNTY, 125 FEET NORTH OF MILEAGE POST 45.6,
 SW0828'ABOUT 22 FEET EAST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF
 SW0828'A GRANITE BOULDER, 9 FEET LONG, 5 FEET AVERAGE WIDTH, 4 1/2 FEET ABOVE
 SW0828'THE GROUND AT ITS HIGHEST POINT, PAINTED V.S.B.M. 772.8.  A UNITED
 SW0828'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 74 M 1929 AND ABOUT
 SW0828'2 FEET ABOVE THE GROUND.
 SW0828
 SW0828                          STATION RECOVERY (1953)
 SW0828
 SW0828'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1953
 SW0828'MARK RECOVERED IN POOR CONDITION.
 SW0828
 SW0828                          STATION RECOVERY (1982)
 SW0828
 SW0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0828'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0644 ***********************************************************************
 SA0644  DESIGNATION -  741
 SA0644  PID         -  SA0644
 SA0644  STATE/COUNTY-  WA/FRANKLIN
 SA0644  USGS QUAD   -  SULPHUR LAKE (1970)
 SA0644
 SA0644                         *CURRENT SURVEY CONTROL
 SA0644  ___________________________________________________________________
 SA0644* NAD 83(1986)-  46 38 17.     (N)    118 42 22.     (W)     SCALED    
 SA0644* NAVD 88     -       226.595  (meters)     743.42   (feet)  ADJUSTED  
 SA0644  ___________________________________________________________________
 SA0644  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SA0644  DYNAMIC HT  -         226.600 (meters)     743.44  (feet)  COMP
 SA0644  MODELED GRAV-     980,634.9   (mgal)                       NAVD 88
 SA0644
 SA0644  VERT ORDER  -  SECOND    CLASS 0
 SA0644
 SA0644.The horizontal coordinates were scaled from a topographic map and have
 SA0644.an estimated accuracy of +/- 6 seconds.
 SA0644
 SA0644.The orthometric height was determined by differential leveling
 SA0644.and adjusted by the National Geodetic Survey in June 1991..
 SA0644
 SA0644.The geoid height was determined by GEOID03.
 SA0644
 SA0644.The dynamic height is computed by dividing the NAVD 88
 SA0644.geopotential number by the normal gravity value computed on the
 SA0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0644.degrees latitude (g = 980.6199 gals.).
 SA0644
 SA0644.The modeled gravity was interpolated from observed gravity values.
 SA0644
 SA0644;                    North         East    Units  Estimated Accuracy
 SA0644;SPC WA S     -   146,580.      637,330.      MT  (+/- 180 meters Scaled)
 SA0644
 SA0644                          SUPERSEDED SURVEY CONTROL
 SA0644
 SA0644  NGVD 29 (??/??/92)  225.540  (m)          739.96   (f) ADJ UNCH    2 0
 SA0644
 SA0644.Superseded values are not recommended for survey control.
 SA0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0644.See file dsdata.txt to determine how the superseded data were derived.
 SA0644
 SA0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM694663(NAD 83)
 SA0644_MARKER: DD = SURVEY DISK
 SA0644_SETTING: 66 = SET IN ROCK OUTCROP
 SA0644_SP_SET: BASALT ROCK
 SA0644_STAMPING: 741 WASH
 SA0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0644+STABILITY: POSITION/ELEVATION WELL
 SA0644
 SA0644  HISTORY     - Date     Condition        Report By
 SA0644  HISTORY     - UNK      MONUMENTED       USGS
 SA0644  HISTORY     - 1934     GOOD             NGS
 SA0644
 SA0644                          STATION DESCRIPTION
 SA0644
 SA0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SA0644'7.6 MI W FROM KAHLOTUS.
 SA0644'7.6 MILES WEST ALONG THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO.
 SA0644'TRACK FROM THE STATION AT KAHLOTUS, FRANKLIN COUNTY, 0.2 MILE EAST OF
 SA0644'SULPHUR LAKE, AT THE WEST END OF A RAILROAD CUT, 35 FEET EAST OF
 SA0644'MILEAGE 45, 30-1/2 FEET SOUTH OF THE TRACK, AND IN THE TOP OF A 2- BY
 SA0644'2-FOOT BASALT ROCK 18 INCHES HIGH.  A UNITED STATES GEOLOGICAL SURVEY
 SA0644'STANDARD DISK, STAMPED 741 WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0631 ***********************************************************************
 SA0631  DESIGNATION -  744
 SA0631  PID         -  SA0631
 SA0631  STATE/COUNTY-  WA/FRANKLIN
 SA0631  USGS QUAD   -  LOWER MONUMENTAL DAM (1970)
 SA0631
 SA0631                         *CURRENT SURVEY CONTROL
 SA0631  ___________________________________________________________________
 SA0631* NAD 83(1986)-  46 32 28.     (N)    118 34 27.     (W)     SCALED    
 SA0631* NAVD 88     -       227.406  (meters)     746.08   (feet)  ADJUSTED  
 SA0631  ___________________________________________________________________
 SA0631  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 SA0631  DYNAMIC HT  -         227.408 (meters)     746.09  (feet)  COMP
 SA0631  MODELED GRAV-     980,617.7   (mgal)                       NAVD 88
 SA0631
 SA0631  VERT ORDER  -  SECOND    CLASS 0
 SA0631
 SA0631.The horizontal coordinates were scaled from a topographic map and have
 SA0631.an estimated accuracy of +/- 6 seconds.
 SA0631
 SA0631.The orthometric height was determined by differential leveling
 SA0631.and adjusted by the National Geodetic Survey in June 1991..
 SA0631
 SA0631.The geoid height was determined by GEOID03.
 SA0631
 SA0631.The dynamic height is computed by dividing the NAVD 88
 SA0631.geopotential number by the normal gravity value computed on the
 SA0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0631.degrees latitude (g = 980.6199 gals.).
 SA0631
 SA0631.The modeled gravity was interpolated from observed gravity values.
 SA0631
 SA0631;                    North         East    Units  Estimated Accuracy
 SA0631;SPC WA S     -   136,050.      647,690.      MT  (+/- 180 meters Scaled)
 SA0631
 SA0631                          SUPERSEDED SURVEY CONTROL
 SA0631
 SA0631  NGVD 29 (??/??/92)  226.389  (m)          742.74   (f) ADJ UNCH    2 0
 SA0631
 SA0631.Superseded values are not recommended for survey control.
 SA0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0631.See file dsdata.txt to determine how the superseded data were derived.
 SA0631
 SA0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM793553(NAD 83)
 SA0631_MARKER: DD = SURVEY DISK
 SA0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0631_SP_SET: ABUTMENT
 SA0631_STAMPING: WASH 744 1916
 SA0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0631
 SA0631  HISTORY     - Date     Condition        Report By
 SA0631  HISTORY     - 1916     MONUMENTED       USGS
 SA0631
 SA0631                          STATION DESCRIPTION
 SA0631
 SA0631'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 SA0631'0.3 MI NE FROM FARRINGTON.
 SA0631'0.3 MILE NORTHEAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 SA0631'FROM THE STATION AT FARRINGTON, FRANKLIN COUNTY, AT MILEAGE 269, AND
 SA0631'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF STEEL
 SA0631'TRESTLE 269.1.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 SA0631'STAMPED WASH 744 1916.  NOTE--  IT WAS REPORTED IN JUNE, 1934, THAT
 SA0631'THE MARK WAS PARTIALLY INACCESSIBLE DUE TO REDECKING OF THE BRIDGE.
 SA0631'THE ROD WAS HELD ON THE ACCESSIBLE PORTION OF THE MARK.  THE STAMPING
 SA0631'WAS ASSUMED FROM THE UNITED STATES GEOLOGICAL SURVEY PUBLISHED
 SA0631'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0816 ***********************************************************************
 SW0816  DESIGNATION -  744.5 USGS
 SW0816  PID         -  SW0816
 SW0816  STATE/COUNTY-  WA/CHELAN
 SW0816  USGS QUAD   -  CHELAN FALLS (1981)
 SW0816
 SW0816                         *CURRENT SURVEY CONTROL
 SW0816  ___________________________________________________________________
 SW0816* NAD 83(1986)-  47 48 58.     (N)    119 58 40.     (W)     SCALED    
 SW0816* NAVD 88     -       226.73   (+/-2cm)     743.9    (feet)  VERTCON   
 SW0816  ___________________________________________________________________
 SW0816  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SW0816
 SW0816  VERT ORDER  -  ? (See Below)
 SW0816
 SW0816.The horizontal coordinates were scaled from a topographic map and have
 SW0816.an estimated accuracy of +/- 6 seconds.
 SW0816
 SW0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0816.The vertical order pertains to the NGVD 29 superseded value.
 SW0816
 SW0816.The geoid height was determined by GEOID03.
 SW0816
 SW0816;                    North         East    Units  Estimated Accuracy
 SW0816;SPC WA N     -    91,090.      564,070.      MT  (+/- 180 meters Scaled)
 SW0816
 SW0816                          SUPERSEDED SURVEY CONTROL
 SW0816
 SW0816  NGVD 29 (??/??/92)  225.527  (m)          739.92   (f) ADJ UNCH    ?  
 SW0816
 SW0816.Superseded values are not recommended for survey control.
 SW0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0816.See file dsdata.txt to determine how the superseded data were derived.
 SW0816
 SW0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP770001(NAD 83)
 SW0816_MARKER: Z = SEE DESCRIPTION
 SW0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0816_SP_SET: RAIL
 SW0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0816
 SW0816  HISTORY     - Date     Condition        Report By
 SW0816  HISTORY     - UNK      MONUMENTED       USGS
 SW0816  HISTORY     - 1934     GOOD             NGS
 SW0816  HISTORY     - 1982     MARK NOT FOUND   NGS
 SW0816
 SW0816                          STATION DESCRIPTION
 SW0816
 SW0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0816'IN CHELAN.
 SW0816'AT CHELAN, CHELAN COUNTY, ABOUT 80 FEET NORTH OF THE GREAT NORTHERN
 SW0816'RAILWAY STATION, ABOUT 170 FEET NORTH OF A ROAD CROSSING THE TRACK,
 SW0816'ABOUT 21 FEET NORTH OF MILEAGE POST 39.02, ABOUT 30 FEET WEST OF THE
 SW0816'CENTER OF THE TRACK, AND ABOUT 30 FEET EAST OF A ROAD PARALLELING THE
 SW0816'TRACK.  THE TOP OF A STEEL RAIL PAINTED U.S.B.M. 744.5 AND PROJECTING
 SW0816'ABOUT 1 1/2 FEET ABOVE THE GROUND.
 SW0816
 SW0816                          STATION RECOVERY (1982)
 SW0816
 SW0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0816'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0052 ***********************************************************************
 SX0052  DESIGNATION -  748.5
 SX0052  PID         -  SX0052
 SX0052  STATE/COUNTY-  WA/CHELAN
 SX0052  USGS QUAD   -  CHELAN (1987)
 SX0052
 SX0052                         *CURRENT SURVEY CONTROL
 SX0052  ___________________________________________________________________
 SX0052* NAD 83(1986)-  47 46 50.     (N)    120 01 10.     (W)     SCALED    
 SX0052* NAVD 88     -       227.96   (+/-2cm)     747.9    (feet)  VERTCON   
 SX0052  ___________________________________________________________________
 SX0052  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 SX0052
 SX0052  VERT ORDER  -  ? (See Below)
 SX0052
 SX0052.The horizontal coordinates were scaled from a topographic map and have
 SX0052.an estimated accuracy of +/- 6 seconds.
 SX0052
 SX0052.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0052.The vertical order pertains to the NGVD 29 superseded value.
 SX0052
 SX0052.The geoid height was determined by GEOID03.
 SX0052
 SX0052;                    North         East    Units  Estimated Accuracy
 SX0052;SPC WA N     -    87,110.      560,990.      MT  (+/- 180 meters Scaled)
 SX0052
 SX0052                          SUPERSEDED SURVEY CONTROL
 SX0052
 SX0052  NGVD 29 (??/??/92)  226.763  (m)          743.97   (f) ADJ UNCH    ?  
 SX0052
 SX0052.Superseded values are not recommended for survey control.
 SX0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0052.See file dsdata.txt to determine how the superseded data were derived.
 SX0052
 SX0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT232962(NAD 83)
 SX0052_MARKER: O = CHISELED CIRCLE
 SX0052_SETTING: 66 = SET IN ROCK OUTCROP
 SX0052_SP_SET: ROCK OUTCROP
 SX0052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0052+STABILITY: POSITION/ELEVATION WELL
 SX0052
 SX0052  HISTORY     - Date     Condition        Report By
 SX0052  HISTORY     - UNK      MONUMENTED       USGS
 SX0052  HISTORY     - 1934     GOOD             NGS
 SX0052
 SX0052                          STATION DESCRIPTION
 SX0052
 SX0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0052'3.25 MI SW FROM CHELAN.
 SX0052'ABOUT 3.25 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SX0052'STATION AT CHELAN, CHELAN COUNTY, ABOUT 17-30 FOOT RAIL LENGTHS EAST
 SX0052'OF THE EAST PORTAL OF TUNNEL 35.3, ABOUT 53 FEET NORTH OF THE CENTER
 SX0052'OF THE TRACK, AND ABOUT 75 FEET NORTHEAST OF TELEPHONE POLE 35-20, AT
 SX0052'THE SOUTHEAST CORNER OF A LARGE ROCK OUTCROP, AND ON A SOLID LEDGE
 SX0052'ABOUT 4 FEET ABOVE THE GROUND.  A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0997 ***********************************************************************
 SY0997  DESIGNATION -  75 GWM
 SY0997  PID         -  SY0997
 SY0997  STATE/COUNTY-  WA/KITSAP
 SY0997  USGS QUAD   -  SUQUAMISH (1981)
 SY0997
 SY0997                         *CURRENT SURVEY CONTROL
 SY0997  ___________________________________________________________________
 SY0997* NAD 83(1986)-  47 42 41.     (N)    122 33 56.     (W)     SCALED    
 SY0997* NAVD 88     -        26.322  (meters)      86.36   (feet)  POSTED    
 SY0997  ___________________________________________________________________
 SY0997  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SY0997  DYNAMIC HT  -          26.330 (meters)      86.38  (feet)  COMP
 SY0997  MODELED GRAV-     980,765.9   (mgal)                       NAVD 88
 SY0997
 SY0997  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0997
 SY0997.The horizontal coordinates were scaled from a topographic map and have
 SY0997.an estimated accuracy of +/- 6 seconds.
 SY0997
 SY0997.The orthometric height was determined by differential leveling
 SY0997.and adjusted by the National Geodetic Survey in 1992..
 SY0997.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0997.rate of 0.0 thru 1.0 mm/km.
 SY0997
 SY0997.The geoid height was determined by GEOID03.
 SY0997
 SY0997.The dynamic height is computed by dividing the NAVD 88
 SY0997.geopotential number by the normal gravity value computed on the
 SY0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0997.degrees latitude (g = 980.6199 gals.).
 SY0997
 SY0997.The modeled gravity was interpolated from observed gravity values.
 SY0997
 SY0997;                    North         East    Units  Estimated Accuracy
 SY0997;SPC WA N     -    80,560.      370,030.      MT  (+/- 180 meters Scaled)
 SY0997
 SY0997                          SUPERSEDED SURVEY CONTROL
 SY0997
 SY0997  NGVD 29 (??/??/??)   25.256  (m)           82.86   (f) ADJUSTED    1 2
 SY0997
 SY0997.Superseded values are not recommended for survey control.
 SY0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0997.See file dsdata.txt to determine how the superseded data were derived.
 SY0997
 SY0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET325843(NAD 83)
 SY0997_MARKER: DD = SURVEY DISK
 SY0997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0997_SP_SET: BRIDGE CURB
 SY0997_STAMPING: 83 75 GWM 1951
 SY0997_MARK LOGO: USGS  
 SY0997_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0997+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1995
 SY0997
 SY0997  HISTORY     - Date     Condition        Report By
 SY0997  HISTORY     - 1951     MONUMENTED       USGS
 SY0997  HISTORY     - 1956     GOOD             CGS
 SY0997  HISTORY     - 1983     GOOD             LOCSUR
 SY0997  HISTORY     - 19950824 GOOD             WADT
 SY0997  HISTORY     - 20010331 GOOD             NGS
 SY0997
 SY0997                          STATION DESCRIPTION
 SY0997
 SY0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0997'IN AGATE PASS BRIDGE.
 SY0997'AT THE AGATE PASS BRIDGE, IN R2E T26N S28, ON BAINBRIDGE ISLAND, AT
 SY0997'THE SOUTHEAST END OF THE BRIDGE OVER AGATE PASSAGE, IN THE TOP OF THE
 SY0997'SOUTHEAST END OF THE SOUTHWEST CONCRETE CURBING, 15 1/2 FEET SOUTHWEST
 SY0997'OF THE CENTER LINE OF THE HIGHWAY, 0.3 FOOT NORTHEAST OF THE NORTHEAST
 SY0997'FACE OF THE SOUTHWEST CONCRETE GUARDRAIL, AND AND ABOUT 1/2 FOOT
 SY0997'HIGHER THAN THE HIGHWAY.
 SY0997
 SY0997                          STATION RECOVERY (1983)
 SY0997
 SY0997'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SY0997'RECOVERED IN GOOD CONDITION.
 SY0997
 SY0997                          STATION RECOVERY (1995)
 SY0997
 SY0997'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SY0997'RECOVERED AS DESCRIBED.
 SY0997
 SY0997                          STATION RECOVERY (2001)
 SY0997
 SY0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY0997'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0821 ***********************************************************************
 SW0821  DESIGNATION -  75 M
 SW0821  PID         -  SW0821
 SW0821  STATE/COUNTY-  WA/CHELAN
 SW0821  USGS QUAD   -  CHELAN FALLS (1981)
 SW0821
 SW0821                         *CURRENT SURVEY CONTROL
 SW0821  ___________________________________________________________________
 SW0821* NAD 83(1986)-  47 51 20.     (N)    119 57 18.     (W)     SCALED    
 SW0821* NAVD 88     -       230.315  (meters)     755.63   (feet)  ADJUSTED  
 SW0821  ___________________________________________________________________
 SW0821  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SW0821  DYNAMIC HT  -         230.344 (meters)     755.72  (feet)  COMP
 SW0821  MODELED GRAV-     980,732.9   (mgal)                       NAVD 88
 SW0821
 SW0821  VERT ORDER  -  FIRST     CLASS II
 SW0821
 SW0821.The horizontal coordinates were scaled from a topographic map and have
 SW0821.an estimated accuracy of +/- 6 seconds.
 SW0821
 SW0821.The orthometric height was determined by differential leveling
 SW0821.and adjusted by the National Geodetic Survey in June 1991..
 SW0821
 SW0821.The geoid height was determined by GEOID03.
 SW0821
 SW0821.The dynamic height is computed by dividing the NAVD 88
 SW0821.geopotential number by the normal gravity value computed on the
 SW0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0821.degrees latitude (g = 980.6199 gals.).
 SW0821
 SW0821.The modeled gravity was interpolated from observed gravity values.
 SW0821
 SW0821;                    North         East    Units  Estimated Accuracy
 SW0821;SPC WA N     -    95,500.      565,720.      MT  (+/- 180 meters Scaled)
 SW0821
 SW0821                          SUPERSEDED SURVEY CONTROL
 SW0821
 SW0821  NGVD 29 (??/??/92)  229.104  (m)          751.65   (f) ADJ UNCH    1 2
 SW0821
 SW0821.Superseded values are not recommended for survey control.
 SW0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0821.See file dsdata.txt to determine how the superseded data were derived.
 SW0821
 SW0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP789044(NAD 83)
 SW0821_MARKER: O = CHISELED CIRCLE
 SW0821_SETTING: 80 = SET IN A BOULDER
 SW0821_SP_SET: BOULDER
 SW0821_STAMPING: TT 75 M 1929
 SW0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0821+STABILITY: SURFACE MOTION
 SW0821
 SW0821  HISTORY     - Date     Condition        Report By
 SW0821  HISTORY     - 1929     MONUMENTED       USGS
 SW0821  HISTORY     - 1934     GOOD             NGS
 SW0821
 SW0821                          STATION DESCRIPTION
 SW0821
 SW0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0821'3.2 MI N FROM CHELAN.
 SW0821'ABOUT 3.2 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SW0821'STATION AT CHELAN, CHELAN COUNTY ABOUT 21 1/2-30 FOOT RAIL LENGTHS
 SW0821'SOUTHWEST OF MILEPOST 42, 15 FEET NORTHWEST OF THE CENTER OF THE
 SW0821'TRACK, ON THE TOP POINT OF AN IGNEOUS BOULDER, PAINTED R.P., IMBEDDED
 SW0821'IN EARTH ON THE UPPER SIDE AND PROJECTING ABOUT 3 FEET ABOVE THE
 SW0821'GROUND ON THE LOWER SIDE.  A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0820 ***********************************************************************
 SW0820  DESIGNATION -  75 M RM
 SW0820  PID         -  SW0820
 SW0820  STATE/COUNTY-  WA/CHELAN
 SW0820  USGS QUAD   -  CHELAN FALLS (1981)
 SW0820
 SW0820                         *CURRENT SURVEY CONTROL
 SW0820  ___________________________________________________________________
 SW0820* NAD 83(1986)-  47 51 20.     (N)    119 57 18.     (W)     SCALED    
 SW0820* NAVD 88     -       233.92   (+/-2cm)     767.5    (feet)  VERTCON   
 SW0820  ___________________________________________________________________
 SW0820  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SW0820
 SW0820  VERT ORDER  -  ? (See Below)
 SW0820
 SW0820.The horizontal coordinates were scaled from a topographic map and have
 SW0820.an estimated accuracy of +/- 6 seconds.
 SW0820
 SW0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0820.The vertical order pertains to the NGVD 29 superseded value.
 SW0820
 SW0820.The geoid height was determined by GEOID03.
 SW0820
 SW0820;                    North         East    Units  Estimated Accuracy
 SW0820;SPC WA N     -    95,500.      565,720.      MT  (+/- 180 meters Scaled)
 SW0820
 SW0820                          SUPERSEDED SURVEY CONTROL
 SW0820
 SW0820  NGVD 29 (??/??/92)  232.710  (m)          763.48   (f) ADJ UNCH    ?  
 SW0820
 SW0820.Superseded values are not recommended for survey control.
 SW0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0820.See file dsdata.txt to determine how the superseded data were derived.
 SW0820
 SW0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP789044(NAD 83)
 SW0820_MARKER: O = CHISELED CIRCLE
 SW0820_SETTING: 80 = SET IN A BOULDER
 SW0820_SP_SET: BOULDER
 SW0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0820+STABILITY: SURFACE MOTION
 SW0820
 SW0820  HISTORY     - Date     Condition        Report By
 SW0820  HISTORY     - UNK      MONUMENTED       USGS
 SW0820  HISTORY     - 1934     GOOD             NGS
 SW0820
 SW0820                          STATION DESCRIPTION
 SW0820
 SW0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0820'3.2 MI N FROM CHELAN.
 SW0820'ABOUT 3.2 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SW0820'STATION AT CHELAN, CHELAN COUNTY, ABOUT 21 1/2-30 FOOT RAIL LENGTHS
 SW0820'SOUTHWEST OF MILEPOST 42, 15 FEET NORTHWEST OF THE CENTER OF THE
 SW0820'TRACK, ON THE TOP POINT OF AN IGNEOUS BOULDER, PAINTED R.P., IMBEDDED
 SW0820'IN EARTH ON THE UPPER SIDE AND PROJECTING ABOUT 3 FEET ABOVE THE
 SW0820'GROUND ON THE LOWER SIDE.  A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0731 ***********************************************************************
 SA0731  DESIGNATION -  750
 SA0731  PID         -  SA0731
 SA0731  STATE/COUNTY-  WA/GRANT
 SA0731  USGS QUAD   -  CORFU (1986)
 SA0731
 SA0731                         *CURRENT SURVEY CONTROL
 SA0731  ___________________________________________________________________
 SA0731* NAD 83(1986)-  46 48 41.     (N)    119 27 10.     (W)     SCALED    
 SA0731* NAVD 88     -       229.487  (meters)     752.91   (feet)  ADJUSTED  
 SA0731  ___________________________________________________________________
 SA0731  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 SA0731  DYNAMIC HT  -         229.504 (meters)     752.96  (feet)  COMP
 SA0731  MODELED GRAV-     980,682.3   (mgal)                       NAVD 88
 SA0731
 SA0731  VERT ORDER  -  SECOND    CLASS 0
 SA0731
 SA0731.The horizontal coordinates were scaled from a topographic map and have
 SA0731.an estimated accuracy of +/- 6 seconds.
 SA0731
 SA0731.The orthometric height was determined by differential leveling
 SA0731.and adjusted by the National Geodetic Survey in June 1991..
 SA0731
 SA0731.The geoid height was determined by GEOID03.
 SA0731
 SA0731.The dynamic height is computed by dividing the NAVD 88
 SA0731.geopotential number by the normal gravity value computed on the
 SA0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0731.degrees latitude (g = 980.6199 gals.).
 SA0731
 SA0731.The modeled gravity was interpolated from observed gravity values.
 SA0731
 SA0731;                    North         East    Units  Estimated Accuracy
 SA0731;SPC WA S     -   164,820.      579,920.      MT  (+/- 180 meters Scaled)
 SA0731
 SA0731                          SUPERSEDED SURVEY CONTROL
 SA0731
 SA0731  NGVD 29 (??/??/92)  228.416  (m)          749.39   (f) ADJ UNCH    2 0
 SA0731
 SA0731.Superseded values are not recommended for survey control.
 SA0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0731.See file dsdata.txt to determine how the superseded data were derived.
 SA0731
 SA0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM128871(NAD 83)
 SA0731_MARKER: P = PIPE CAP
 SA0731_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0731_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0731_STAMPING: 750 WASH 1916
 SA0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0731
 SA0731  HISTORY     - Date     Condition        Report By
 SA0731  HISTORY     - 1916     MONUMENTED       USGS
 SA0731  HISTORY     - 1967     GOOD             NGS
 SA0731
 SA0731                          STATION DESCRIPTION
 SA0731
 SA0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA0731'IN CORFU.
 SA0731'REACHED FROM THE INTERSECTION OF A GRAVEL ROAD AND TRACK ROAD ABOUT
 SA0731'250 YARDS SOUTHEAST OF THE SCHOOLHOUSE IN CORFU BY GOING SOUTHEASTERLY
 SA0731'ON THE TRACK ROAD FOR 0.2 MILE TO THE RAILROAD TRACK AND THE MARK 25
 SA0731'FEET NORTH OF THE RAILROAD TRACK, 16 FEET WEST OF THE CENTER OF THE
 SA0731'TRACK ROAD AND ABOUT LEVEL WITH THE RAILROAD TRACKS. MARK IS A U. S.
 SA0731'GEOLOGICAL SURVEY CAP ON A 3 1/2-INCH PIPE WHICH PROJECTS 10 INCHES.
 SA0731'MARK IS ON THE NORTHWESTERN EDGE OF A MOUND. DISK IS STAMPED 750 WASH
 SA0731'1916.  A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1335 ***********************************************************************
 SA1335  DESIGNATION -  751
 SA1335  PID         -  SA1335
 SA1335  STATE/COUNTY-  WA/BENTON
 SA1335  USGS QUAD   -  GRANDVIEW (1978)
 SA1335
 SA1335                         *CURRENT SURVEY CONTROL
 SA1335  ___________________________________________________________________
 SA1335* NAD 83(1986)-  46 19 53.     (N)    119 58 48.     (W)     SCALED    
 SA1335* NAVD 88     -       229.993  (meters)     754.57   (feet)  ADJUSTED  
 SA1335  ___________________________________________________________________
 SA1335  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SA1335  DYNAMIC HT  -         229.999 (meters)     754.59  (feet)  COMP
 SA1335  MODELED GRAV-     980,634.8   (mgal)                       NAVD 88
 SA1335
 SA1335  VERT ORDER  -  SECOND    CLASS 0
 SA1335
 SA1335.The horizontal coordinates were scaled from a topographic map and have
 SA1335.an estimated accuracy of +/- 6 seconds.
 SA1335
 SA1335.The orthometric height was determined by differential leveling
 SA1335.and adjusted by the National Geodetic Survey in June 1991..
 SA1335
 SA1335.The geoid height was determined by GEOID03.
 SA1335
 SA1335.The dynamic height is computed by dividing the NAVD 88
 SA1335.geopotential number by the normal gravity value computed on the
 SA1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1335.degrees latitude (g = 980.6199 gals.).
 SA1335
 SA1335.The modeled gravity was interpolated from observed gravity values.
 SA1335
 SA1335;                    North         East    Units  Estimated Accuracy
 SA1335;SPC WA S     -   111,070.      540,040.      MT  (+/- 180 meters Scaled)
 SA1335
 SA1335                          SUPERSEDED SURVEY CONTROL
 SA1335
 SA1335  NGVD 29 (??/??/92)  228.945  (m)          751.13   (f) ADJ UNCH    2 0
 SA1335
 SA1335.Superseded values are not recommended for survey control.
 SA1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1335.See file dsdata.txt to determine how the superseded data were derived.
 SA1335
 SA1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM706351(NAD 83)
 SA1335_MARKER: DD = SURVEY DISK
 SA1335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1335_SP_SET: SPILLWAY
 SA1335_STAMPING: 751
 SA1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1335
 SA1335  HISTORY     - Date     Condition        Report By
 SA1335  HISTORY     - UNK      MONUMENTED       BOR
 SA1335  HISTORY     - 1974     GOOD             USGS
 SA1335
 SA1335                          STATION DESCRIPTION
 SA1335
 SA1335'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA1335'2.1 MI NE FROM SUNNYSIDE.
 SA1335'1.6 MILES EAST ALONG E. EDISON ROAD FROM POST OFFICE IN SUNNYSIDE,
 SA1335'THENCE 0.5 MILES NORTH ALONG STATE HIGHWAY 241 TO SHELLER ROAD
 SA1335'INTERSECTION, ABOUT 250 FEET WEST OF ROAD INTERSECTION, 40 FEET SOUTH
 SA1335'OF CENTERLINE OF SHELLER ROAD, AT THE SOUTH END OF A SEMICIRCULAR
 SA1335'CONCRETE IRRIGATION CANAL, IN THE TOP OF THE NORTHEAST CORNER OF A
 SA1335'CONCRETE SPILLWAY, 0.7 FOOT SOUTH OF THE NORTH EDGE, AND 0.6 FOOT WEST
 SA1335'OF THE EAST EDGE.  A BUREAU OF RECLAMATION STANDARD DISK, STAMPED 751.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0629 ***********************************************************************
 SX0629  DESIGNATION -  759
 SX0629  PID         -  SX0629
 SX0629  STATE/COUNTY-  WA/KING
 SX0629  USGS QUAD   -  BARING (1982)
 SX0629
 SX0629                         *CURRENT SURVEY CONTROL
 SX0629  ___________________________________________________________________
 SX0629* NAD 83(1986)-  47 46 32.     (N)    121 29 19.     (W)     SCALED    
 SX0629* NAVD 88     -       232.642  (meters)     763.26   (feet)  ADJUSTED  
 SX0629  ___________________________________________________________________
 SX0629  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 SX0629  DYNAMIC HT  -         232.667 (meters)     763.34  (feet)  COMP
 SX0629  MODELED GRAV-     980,714.9   (mgal)                       NAVD 88
 SX0629
 SX0629  VERT ORDER  -  SECOND    CLASS 0
 SX0629
 SX0629.The horizontal coordinates were scaled from a topographic map and have
 SX0629.an estimated accuracy of +/- 6 seconds.
 SX0629
 SX0629.The orthometric height was determined by differential leveling
 SX0629.and adjusted by the National Geodetic Survey in June 1991..
 SX0629
 SX0629.The geoid height was determined by GEOID03.
 SX0629
 SX0629.The dynamic height is computed by dividing the NAVD 88
 SX0629.geopotential number by the normal gravity value computed on the
 SX0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0629.degrees latitude (g = 980.6199 gals.).
 SX0629
 SX0629.The modeled gravity was interpolated from observed gravity values.
 SX0629
 SX0629;                    North         East    Units  Estimated Accuracy
 SX0629;SPC WA N     -    86,440.      450,890.      MT  (+/- 180 meters Scaled)
 SX0629
 SX0629                          SUPERSEDED SURVEY CONTROL
 SX0629
 SX0629  NGVD 29 (??/??/92)  231.443  (m)          759.33   (f) ADJ UNCH    2 0
 SX0629
 SX0629.Superseded values are not recommended for survey control.
 SX0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0629.See file dsdata.txt to determine how the superseded data were derived.
 SX0629
 SX0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT132924(NAD 83)
 SX0629_MARKER: P = PIPE CAP
 SX0629_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0629_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0629_STAMPING: 759 E T
 SX0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0629
 SX0629  HISTORY     - Date     Condition        Report By
 SX0629  HISTORY     - UNK      MONUMENTED       USGS
 SX0629  HISTORY     - 1941     GOOD             NGS
 SX0629  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 SX0629  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SX0629
 SX0629                          STATION DESCRIPTION
 SX0629
 SX0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SX0629'IN BARING.
 SX0629'AT BARING, KING COUNTY, ON THE GREAT NORTHERN RAILWAY, 0.2 MILE
 SX0629'NORTHWEST OF THE STATION, 20-1/2 RAILS NORTHWEST OF MILEPOST 1740,
 SX0629'18-1/3 RAILS NORTHWEST OF SEMAPHORE 1740.1, 20 FEET SOUTH OF A
 SX0629'POWER-TRANSMISSION LINE POLE, 16 FEET NORTHEAST OF THE TRACK, NEAR A
 SX0629'WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF
 SX0629'THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 759
 SX0629'E T AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 SX0629
 SX0629                          STATION RECOVERY (1980)
 SX0629
 SX0629'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 SX0629'MARK NOT FOUND.
 SX0629
 SX0629                          STATION RECOVERY (1987)
 SX0629
 SX0629'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SX0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AD9541 ***********************************************************************
 AD9541  SACS        -  This is a Secondary Airport Control Station.
 AD9541  DESIGNATION -  75S A
 AD9541  PID         -  AD9541
 AD9541  STATE/COUNTY-  WA/SKAGIT
 AD9541  USGS QUAD   -  LA CONNER (1973)
 AD9541
 AD9541                         *CURRENT SURVEY CONTROL
 AD9541  ___________________________________________________________________
 AD9541* NAD 83(1998)-  48 28 11.23201(N)    122 24 45.45204(W)     ADJUSTED  
 AD9541* NAVD 88     -        31.02   (meters)     101.8    (feet)  GPS OBS   
 AD9541  ___________________________________________________________________
 AD9541  X           -  -2,270,958.110 (meters)                     COMP
 AD9541  Y           -  -3,576,715.023 (meters)                     COMP
 AD9541  Z           -   4,751,677.584 (meters)                     COMP
 AD9541  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AD9541  ELLIP HEIGHT-           9.13  (meters)          (07/02/01) GPS OBS
 AD9541  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 AD9541
 AD9541  HORZ ORDER  -  FIRST
 AD9541  ELLP ORDER  -  THIRD     CLASS II
 AD9541
 AD9541.This mark is at Skagit Regional/bay View Airport (75S)
 AD9541
 AD9541.The horizontal coordinates were established by GPS observations
 AD9541.and adjusted by the National Geodetic Survey in July 2001..
 AD9541.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9541.DATUM ITEM on the data sheet items page.
 AD9541
 AD9541.The orthometric height was determined by GPS observations and a
 AD9541.high-resolution geoid model.
 AD9541
 AD9541.GPS derived orthometric heights for airport stations designated as
 AD9541.PACS or SACS are published to 2 decimal places.  This maintains
 AD9541.centimeter relative accuracy between the PACS and SACS.  It does
 AD9541.not indicate centimeter accuracy relative to other marks which are
 AD9541.part of the NAVD 88 network.
 AD9541
 AD9541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9541
 AD9541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9541
 AD9541.The ellipsoidal height was determined by GPS observations
 AD9541.and is referenced to NAD 83.
 AD9541
 AD9541.The geoid height was determined by GEOID03.
 AD9541
 AD9541;                    North         East     Units Scale Factor Converg.
 AD9541;SPC WA N     -   164,615.287   383,231.473   MT  0.99996110   -1 10 32.9
 AD9541;SPC WA N     -   540,075.32  1,257,318.59   sFT  0.99996110   -1 10 32.9
 AD9541;UTM  10      - 5,368,683.805   543,416.125   MT  0.99962316   +0 26 23.0
 AD9541
 AD9541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9541!SPC WA N     -   0.99999857  x   0.99996110  =   0.99995967
 AD9541!UTM  10      -   0.99999857  x   0.99962316  =   0.99962173
 AD9541
 AD9541                          SUPERSEDED SURVEY CONTROL
 AD9541
 AD9541  NAD 83(1998)-  48 28 11.23162(N)    122 24 45.45292(W) AD(       ) 1
 AD9541  ELLIP H (07/23/97)    9.15   (m)                       GP(       ) 3 1
 AD9541
 AD9541.Superseded values are not recommended for survey control.
 AD9541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9541.See file dsdata.txt to determine how the superseded data were derived.
 AD9541
 AD9541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4341668684(NAD 83)
 AD9541_MARKER: DD = SURVEY DISK
 AD9541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9541_STAMPING: 75S A 1996
 AD9541_MARK LOGO: NGS   
 AD9541_PROJECTION: FLUSH
 AD9541_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9541+STABILITY: SURFACE MOTION
 AD9541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9541+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1997
 AD9541_ROD/PIPE-DEPTH: 1.0  meters
 AD9541
 AD9541  HISTORY     - Date     Condition        Report By
 AD9541  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9541  HISTORY     - 19970903 GOOD             NGS
 AD9541
 AD9541                          STATION DESCRIPTION
 AD9541
 AD9541'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9541'STATION IS LOCATED 34 MILES (54.7 KM) NORTH OF EVERETT, 5.5 MILES (8.9
 AD9541'KM) NORTHWEST OF OF MT VERNON, 4.5 MILES (7.2 KM) WEST OF BURLINGTON,
 AD9541'AT THE SKAGIT REGIONAL / BAYVIEW AIRPORT, RICHARD WILSON - AIRPORT
 AD9541'MANAGER, PHONE 360-757-0011  TO REACH THE STATION FROM THE JUNCTION OF
 AD9541'STATE HIGHWAY 20 AND INTERSTATE 5 (EXIT 230 OF INTERSTATE) IN
 AD9541'BURLINGTON, PROCEED WEST ON STATE HIGHWAY 20 3.8 MILES (6.1 KM) TO
 AD9541'HIGGINS AIRPORT RD ON THE RIGHT, TURN RIGHT AND PROCEED NORTH ON
 AD9541'HIGGINS AIRPORT ROAD 1.85 MI (2.98 KM) TO AIRPORT DRIVE ON THE LEFT.
 AD9541'TURN LEFT AND FOLLOW AIRPORT DRIVE WEST THEN SOUTH 0.1 MILES (0.2 KM)
 AD9541'TO A GATE BETWEEN THE MAIN TERMINAL AND A FEDERAL EXPRESS BUILDING,
 AD9541'TURN RIGHT AND PROCEED SOUTHWEST THROUGH THE GATE 0.1 MILES (0.2 KM)
 AD9541'ACROSS THE RAMP TO THE INTERSECTION WITH TAXIWAY A, TURN LEFT AND
 AD9541'PROCEED SOUTHEAST ON TAXIWAY A 0.1 MI (0.2 KM) TO TAXIWAY B AND
 AD9541'STATION ON THE LEFT, EAST OF THE HOLD SHORT SIGN  THE STATION IS THE
 AD9541'CENTER OF A 5 CM SURVEY DISK SET SET INTO THE TOP OF A 1.0 M (3.3 FT)
 AD9541'LONG FENO PIPE, RECESSED 8 CM BELOW GROUND LEVEL AND ENCASED IN 12.7
 AD9541'CM DIA PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP
 AD9541'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR
 AD9541'PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED
 AD9541'24.65 M (80.87 FT) EAST OF THE EAST EDGE OF TAXIWAY B, 28.5 M (93.5
 AD9541'FT) NORTH OF THE FIRST TAXIWAY LIGHT SOUTH OF THE -HOLD SHORT- SIGN.
 AD9541'21.45 M (70.37 FT) SOUTHEAST OF THE EAST END OF THE -HOLD SHORT- SIGN.
 AD9541'64.1 M (210.3 FT) SOUTH OF A FENCE CORNER POST, 18.85 M (61.84 FT)
 AD9541'EAST OF THE CENTER OF A MANHOLE  THIS STATION IS DESIGNATED AS A
 AD9541'SECONDARY AIRPORT CONTROL STATION (SACS) - WASHINGTON ANA SURVEYS 1996
 AD9541
 AD9541                          STATION RECOVERY (1997)
 AD9541
 AD9541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 AD9541'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0819 ***********************************************************************
 SW0819  DESIGNATION -  76 M
 SW0819  PID         -  SW0819
 SW0819  STATE/COUNTY-  WA/CHELAN
 SW0819  USGS QUAD   -  CHELAN FALLS (1981)
 SW0819
 SW0819                         *CURRENT SURVEY CONTROL
 SW0819  ___________________________________________________________________
 SW0819* NAD 83(1986)-  47 49 49.     (N)    119 58 13.     (W)     SCALED    
 SW0819* NAVD 88     -       230.60   (+/-2cm)     756.6    (feet)  VERTCON   
 SW0819  ___________________________________________________________________
 SW0819  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 SW0819
 SW0819  VERT ORDER  -  ? (See Below)
 SW0819
 SW0819.The horizontal coordinates were scaled from a topographic map and have
 SW0819.an estimated accuracy of +/- 6 seconds.
 SW0819
 SW0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0819.The vertical order pertains to the NGVD 29 superseded value.
 SW0819
 SW0819.The geoid height was determined by GEOID03.
 SW0819
 SW0819;                    North         East    Units  Estimated Accuracy
 SW0819;SPC WA N     -    92,670.      564,610.      MT  (+/- 180 meters Scaled)
 SW0819
 SW0819                          SUPERSEDED SURVEY CONTROL
 SW0819
 SW0819  NGVD 29 (??/??/92)  229.395  (m)          752.61   (f) ADJ UNCH    ?  
 SW0819
 SW0819.Superseded values are not recommended for survey control.
 SW0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0819.See file dsdata.txt to determine how the superseded data were derived.
 SW0819
 SW0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP777017(NAD 83)
 SW0819_MARKER: DD = SURVEY DISK
 SW0819_SETTING: 66 = SET IN ROCK OUTCROP
 SW0819_SP_SET: ROCK OUTCROP
 SW0819_STAMPING: TT 76 M 1929
 SW0819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0819+STABILITY: POSITION/ELEVATION WELL
 SW0819
 SW0819  HISTORY     - Date     Condition        Report By
 SW0819  HISTORY     - 1929     MONUMENTED       USGS
 SW0819  HISTORY     - 1934     GOOD             NGS
 SW0819
 SW0819                          STATION DESCRIPTION
 SW0819
 SW0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0819'1.2 MI N FROM CHELAN.
 SW0819'ABOUT 1.2 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SW0819'STATION AT CHELAN, CHELAN COUNTY, ABOUT 6 1/2-30 FOOT RAIL LENGTHS
 SW0819'NORTH OF MILEPOST 40, 18 FEET EAST OF THE CENTER OF THE TRACK, AND IN
 SW0819'THE NORTH END OF A LARGE ROCK OUTCROP PAINTED U.S.B.M. 757.2 ABOUT 8
 SW0819'FEET HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 SW0819'STANDARD DISK, STAMPED TT 76 M 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4297 ***********************************************************************
 RD4297  DESIGNATION -  7610
 RD4297  PID         -  RD4297
 RD4297  STATE/COUNTY-  WA/CLARK
 RD4297  USGS QUAD   -  ORCHARDS (1990)
 RD4297
 RD4297                         *CURRENT SURVEY CONTROL
 RD4297  ___________________________________________________________________
 RD4297* NAD 83(1986)-  45 40 40.     (N)    122 33 09.     (W)     SCALED    
 RD4297* NAVD 88     -        69.501  (meters)     228.02   (feet)  ADJUSTED  
 RD4297  ___________________________________________________________________
 RD4297  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 RD4297  DYNAMIC HT  -          69.501 (meters)     228.02  (feet)  COMP
 RD4297  MODELED GRAV-     980,618.9   (mgal)                       NAVD 88
 RD4297
 RD4297  VERT ORDER  -  SECOND    CLASS II
 RD4297
 RD4297.The horizontal coordinates were scaled from a topographic map and have
 RD4297.an estimated accuracy of +/- 6 seconds.
 RD4297
 RD4297.The orthometric height was determined by differential leveling
 RD4297.and adjusted by the National Geodetic Survey in April 1995..
 RD4297
 RD4297.The geoid height was determined by GEOID03.
 RD4297
 RD4297.The dynamic height is computed by dividing the NAVD 88
 RD4297.geopotential number by the normal gravity value computed on the
 RD4297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4297.degrees latitude (g = 980.6199 gals.).
 RD4297
 RD4297.The modeled gravity was interpolated from observed gravity values.
 RD4297
 RD4297;                    North         East    Units  Estimated Accuracy
 RD4297;SPC WA S     -    40,370.      340,100.      MT  (+/- 180 meters Scaled)
 RD4297
 RD4297                          SUPERSEDED SURVEY CONTROL
 RD4297
 RD4297  NGVD 29 (03/17/92)   68.450  (m)          224.57   (f) ADJUSTED    2 2
 RD4297
 RD4297.Superseded values are not recommended for survey control.
 RD4297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4297.See file dsdata.txt to determine how the superseded data were derived.
 RD4297
 RD4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348583(NAD 83)
 RD4297_MARKER: DB = BENCH MARK DISK
 RD4297_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4297_SP_SET: TOP OF CURB
 RD4297_STAMPING: 7610  1990
 RD4297_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4297+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RD4297
 RD4297  HISTORY     - Date     Condition        Report By
 RD4297  HISTORY     - 1990     MONUMENTED       WA-011
 RD4297  HISTORY     - 20040311 GOOD             USPSQD
 RD4297  HISTORY     - 20050428 GOOD             USPSQD
 RD4297  HISTORY     - 20060718 GOOD             USPSQD
 RD4297
 RD4297                          STATION DESCRIPTION
 RD4297
 RD4297'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4297'IN TOP OF WEST CURB OF N.E. 117TH AVE (SR-503),0.7 MILES NORTH OF
 RD4297'INTERSECTION OF SR-500, FOURTH PLAIN ROAD, AND SR-503, IN N.W.
 RD4297'QUADRANT OF INTERSECTION WITH N.E. 76TH STREET, 99 FT (30.2 M) NORTH
 RD4297'OF CENTERLINE 76TH ST, 20.8 FT (6.3 M) SOUTHEAST OF POWER POLE NO.
 RD4297'PUD 442 45 5143383, 39.8 FT (12.1 M) NORTHEAST OF EAST POST OF LARGE,
 RD4297'ILLUMINATED SAFEWAY SIGNSET 1 3/8 IN DIAM DOMED BRASS DISK
 RD4297
 RD4297                          STATION RECOVERY (2004)
 RD4297
 RD4297'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4297'RECOVERED IN GOOD CONDITION.
 RD4297
 RD4297                          STATION RECOVERY (2005)
 RD4297
 RD4297'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4297'RECOVERED IN GOOD CONDITION.
 RD4297
 RD4297                          STATION RECOVERY (2006)
 RD4297
 RD4297'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1065 ***********************************************************************
 RZ1065  DESIGNATION -  762.0
 RZ1065  PID         -  RZ1065
 RZ1065  STATE/COUNTY-  WA/ASOTIN
 RZ1065  USGS QUAD   -  ASOTIN (1971)
 RZ1065
 RZ1065                         *CURRENT SURVEY CONTROL
 RZ1065  ___________________________________________________________________
 RZ1065* NAD 83(1986)-  46 20 15.     (N)    117 01 53.     (W)     SCALED    
 RZ1065* NAVD 88     -       233.117  (meters)     764.82   (feet)  ADJUSTED  
 RZ1065  ___________________________________________________________________
 RZ1065  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 RZ1065  DYNAMIC HT  -         233.113 (meters)     764.80  (feet)  COMP
 RZ1065  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 RZ1065
 RZ1065  VERT ORDER  -  SECOND    CLASS 0
 RZ1065
 RZ1065.The horizontal coordinates were scaled from a topographic map and have
 RZ1065.an estimated accuracy of +/- 6 seconds.
 RZ1065
 RZ1065.The orthometric height was determined by differential leveling
 RZ1065.and adjusted by the National Geodetic Survey in June 1991..
 RZ1065
 RZ1065.The geoid height was determined by GEOID03.
 RZ1065
 RZ1065.The dynamic height is computed by dividing the NAVD 88
 RZ1065.geopotential number by the normal gravity value computed on the
 RZ1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1065.degrees latitude (g = 980.6199 gals.).
 RZ1065
 RZ1065.The modeled gravity was interpolated from observed gravity values.
 RZ1065
 RZ1065;                    North         East    Units  Estimated Accuracy
 RZ1065;SPC WA S     -   117,480.      766,950.      MT  (+/- 180 meters Scaled)
 RZ1065
 RZ1065                          SUPERSEDED SURVEY CONTROL
 RZ1065
 RZ1065  NGVD 29 (??/??/92)  232.123  (m)          761.56   (f) ADJ UNCH    2 0
 RZ1065
 RZ1065.Superseded values are not recommended for survey control.
 RZ1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1065.See file dsdata.txt to determine how the superseded data were derived.
 RZ1065
 RZ1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM975315(NAD 83)
 RZ1065_MARKER: Q = CHISELED SQUARE
 RZ1065_SETTING: 80 = SET IN A BOULDER
 RZ1065_SP_SET: BOULDER
 RZ1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1065+STABILITY: SURFACE MOTION
 RZ1065
 RZ1065  HISTORY     - Date     Condition        Report By
 RZ1065  HISTORY     - UNK      MONUMENTED       USGS
 RZ1065  HISTORY     - 1946     GOOD             NGS
 RZ1065
 RZ1065                          STATION DESCRIPTION
 RZ1065
 RZ1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ1065'1.2 MI E FROM ASOTIN.
 RZ1065'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ1065'SNAKE RIVER, 1.2 MILE EAST OF THE COURT HOUSE AT ASOTIN, AT THE
 RZ1065'NORTHWEST CORNER OF A SMALL ROCKY PASTURE, ABOUT MIDWAY OF A DOUBLE
 RZ1065'TURN IN THE ROAD, DIRECTLY ACROSS THE ROAD FROM THE SOUTH END OF A RED
 RZ1065'BARN, 48.0 FEET EAST OF CENTER OF ROAD, 18.0 FEET EAST NORTHEAST OF A
 RZ1065'TELEPHONE POLE, 12.0 FEET EAST OF A FENCE CORNER POST WITH THE NUMBERS
 RZ1065'762.0 PAINTED ON IT, AN OUTLINED CHISELED SQUARE ON TOP OF A FLAT
 RZ1065'EMBEDDED BOULDER ABOUT THE SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0325 ***********************************************************************
 RZ0325  DESIGNATION -  762.2
 RZ0325  PID         -  RZ0325
 RZ0325  STATE/COUNTY-  WA/ASOTIN
 RZ0325  USGS QUAD   -  LEWISTON ORCHARDS SOUTH (1972)
 RZ0325
 RZ0325                         *CURRENT SURVEY CONTROL
 RZ0325  ___________________________________________________________________
 RZ0325* NAD 83(1986)-  46 17 07.     (N)    116 59 21.     (W)     SCALED    
 RZ0325* NAVD 88     -       233.316  (meters)     765.47   (feet)  ADJUSTED  
 RZ0325  ___________________________________________________________________
 RZ0325  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 RZ0325  DYNAMIC HT  -         233.298 (meters)     765.41  (feet)  COMP
 RZ0325  MODELED GRAV-     980,535.6   (mgal)                       NAVD 88
 RZ0325
 RZ0325  VERT ORDER  -  SECOND    CLASS 0
 RZ0325
 RZ0325.The horizontal coordinates were scaled from a topographic map and have
 RZ0325.an estimated accuracy of +/- 6 seconds.
 RZ0325
 RZ0325.The orthometric height was determined by differential leveling
 RZ0325.and adjusted by the National Geodetic Survey in June 1991..
 RZ0325
 RZ0325.The geoid height was determined by GEOID03.
 RZ0325
 RZ0325.The dynamic height is computed by dividing the NAVD 88
 RZ0325.geopotential number by the normal gravity value computed on the
 RZ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0325.degrees latitude (g = 980.6199 gals.).
 RZ0325
 RZ0325.The modeled gravity was interpolated from observed gravity values.
 RZ0325
 RZ0325;                    North         East    Units  Estimated Accuracy
 RZ0325;SPC WA S     -   111,830.      770,450.      MT  (+/- 180 meters Scaled)
 RZ0325
 RZ0325                          SUPERSEDED SURVEY CONTROL
 RZ0325
 RZ0325  NGVD 29 (??/??/92)  232.299  (m)          762.13   (f) ADJ UNCH    2 0
 RZ0325
 RZ0325.Superseded values are not recommended for survey control.
 RZ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0325.See file dsdata.txt to determine how the superseded data were derived.
 RZ0325
 RZ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM008257(NAD 83)
 RZ0325_MARKER: Q = CHISELED SQUARE
 RZ0325_SETTING: 80 = SET IN A BOULDER
 RZ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0325+STABILITY: SURFACE MOTION
 RZ0325
 RZ0325  HISTORY     - Date     Condition        Report By
 RZ0325  HISTORY     - UNK      MONUMENTED       USGS
 RZ0325  HISTORY     - 1946     GOOD             NGS
 RZ0325
 RZ0325                          STATION DESCRIPTION
 RZ0325
 RZ0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0325'5.8 MI S FROM ASOTIN.
 RZ0325'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0325'SNAKE RIVER, 5.8 MILES SOUTH OF THE COURT HOUSE AT ASOTIN, 1.0 MILE
 RZ0325'SOUTH OF THE JUNCTION OF TEN MILE ROAD, ACROSS THE ROAD FROM THE SOUTH
 RZ0325'END OF A PROMINENT TURNOUT FOR THE ROAD WHICH IS CUT IN A HIGH AND
 RZ0325'ALMOST PERPENDUCLAR ROCK BLUFF, 21.5 FEET EAST OF CENTER OF ROAD, AN
 RZ0325'OUTLINED CHISELED SQUARE CUT IN ABOUT THE CENTER AND TOP OF THE
 RZ0325'LARGEST AND MOST PROMINENT EMBEDDED BOULDER BETWEEN THE ROAD AND THE
 RZ0325'RIVER, ABOUT 2 FEET BELOW THE ROAD, 762.2 PAINTED ON THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1067 ***********************************************************************
 RZ1067  DESIGNATION -  764.49=WW 45
 RZ1067  PID         -  RZ1067
 RZ1067  STATE/COUNTY-  WA/ASOTIN
 RZ1067  USGS QUAD   -  ASOTIN (1971)
 RZ1067
 RZ1067                         *CURRENT SURVEY CONTROL
 RZ1067  ___________________________________________________________________
 RZ1067* NAD 83(1986)-  46 20 26.     (N)    117 03 23.     (W)     SCALED    
 RZ1067* NAVD 88     -       233.233  (meters)     765.20   (feet)  ADJUSTED  
 RZ1067  ___________________________________________________________________
 RZ1067  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 RZ1067  DYNAMIC HT  -         233.232 (meters)     765.20  (feet)  COMP
 RZ1067  MODELED GRAV-     980,605.2   (mgal)                       NAVD 88
 RZ1067
 RZ1067  VERT ORDER  -  SECOND    CLASS 0
 RZ1067
 RZ1067.The horizontal coordinates were scaled from a topographic map and have
 RZ1067.an estimated accuracy of +/- 6 seconds.
 RZ1067
 RZ1067.The orthometric height was determined by differential leveling
 RZ1067.and adjusted by the National Geodetic Survey in June 1991..
 RZ1067
 RZ1067.The geoid height was determined by GEOID03.
 RZ1067
 RZ1067.The dynamic height is computed by dividing the NAVD 88
 RZ1067.geopotential number by the normal gravity value computed on the
 RZ1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1067.degrees latitude (g = 980.6199 gals.).
 RZ1067
 RZ1067.The modeled gravity was interpolated from observed gravity values.
 RZ1067
 RZ1067;                    North         East    Units  Estimated Accuracy
 RZ1067;SPC WA S     -   117,740.      765,010.      MT  (+/- 180 meters Scaled)
 RZ1067
 RZ1067                          SUPERSEDED SURVEY CONTROL
 RZ1067
 RZ1067  NGVD 29 (??/??/92)  232.245  (m)          761.96   (f) ADJ UNCH    2 0
 RZ1067
 RZ1067.Superseded values are not recommended for survey control.
 RZ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1067.See file dsdata.txt to determine how the superseded data were derived.
 RZ1067
 RZ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM956318(NAD 83)
 RZ1067_MARKER: DD = SURVEY DISK
 RZ1067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1067_SP_SET: POLE BASE
 RZ1067_STAMPING: 764.49 W W 45
 RZ1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1067
 RZ1067  HISTORY     - Date     Condition        Report By
 RZ1067  HISTORY     - UNK      MONUMENTED       LOCENG
 RZ1067  HISTORY     - 1974     GOOD             NGS
 RZ1067
 RZ1067                          STATION DESCRIPTION
 RZ1067
 RZ1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 RZ1067'IN ASOTIN.
 RZ1067'ABOUT 0.15 MILE WEST ALONG 2ND STREET FROM THE COURTHOUSE AT ASOTIN,
 RZ1067'AT THE WEST END OF 2ND STREET AT THE NORTHWEST END OF THE CONCRETE
 RZ1067'BRIDGE OVER ASOTIN CREEK, 13 FEET NORTH OF THE CENTERLINE OF THE
 RZ1067'STREET, 3.5 FEET NORTH OF THE SOUTHWEST CORNER OF THE CONCRETE
 RZ1067'SIDEWALK ALONG THE NORTH SIDE OF THE BRIDGE, 0.7 FEET SOUTH OF THE
 RZ1067'BASE OF A CONCRETE LAMP POLE AND SET FLUSH IN THE WALK.  SEC 6, T 10N,
 RZ1067'R 46E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0829 ***********************************************************************
 SW0829  DESIGNATION -  764.9
 SW0829  PID         -  SW0829
 SW0829  STATE/COUNTY-  WA/CHELAN
 SW0829  USGS QUAD   -  AZWELL (1987)
 SW0829
 SW0829                         *CURRENT SURVEY CONTROL
 SW0829  ___________________________________________________________________
 SW0829* NAD 83(1986)-  47 54 09.     (N)    119 55 05.     (W)     SCALED    
 SW0829* NAVD 88     -       232.94   (+/-2cm)     764.2    (feet)  VERTCON   
 SW0829  ___________________________________________________________________
 SW0829  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SW0829
 SW0829  VERT ORDER  -  ? (See Below)
 SW0829
 SW0829.The horizontal coordinates were scaled from a topographic map and have
 SW0829.an estimated accuracy of +/- 6 seconds.
 SW0829
 SW0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0829.The vertical order pertains to the NGVD 29 superseded value.
 SW0829
 SW0829.The geoid height was determined by GEOID03.
 SW0829
 SW0829;                    North         East    Units  Estimated Accuracy
 SW0829;SPC WA N     -   100,750.      568,430.      MT  (+/- 180 meters Scaled)
 SW0829
 SW0829                          SUPERSEDED SURVEY CONTROL
 SW0829
 SW0829  NGVD 29 (??/??/92)  231.726  (m)          760.25   (f) ADJ UNCH    ?  
 SW0829
 SW0829.Superseded values are not recommended for survey control.
 SW0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0829.See file dsdata.txt to determine how the superseded data were derived.
 SW0829
 SW0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP819095(NAD 83)
 SW0829_MARKER: O = CHISELED CIRCLE
 SW0829_SETTING: 66 = SET IN ROCK OUTCROP
 SW0829_SP_SET: ROCK
 SW0829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0829+STABILITY: POSITION/ELEVATION WELL
 SW0829
 SW0829  HISTORY     - Date     Condition        Report By
 SW0829  HISTORY     - UNK      MONUMENTED       USGS
 SW0829  HISTORY     - 1934     GOOD             NGS
 SW0829
 SW0829                          STATION DESCRIPTION
 SW0829
 SW0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0829'3.1 MI SW FROM WELLS.
 SW0829'ABOUT 3.1 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SW0829'STATION AT WELLS, CHELAN COUNTY, ABOUT 35-30 FOOT RAIL LENGTHS
 SW0829'SOUTHWEST OF MILEAGE POST 46.80, ABOUT 13 1/2-30 FOOT RAIL LENGTHS
 SW0829'NORTHEAST OF A SMALL ROCK CUT NEAR THE COLUMBIA RIVER, ABOUT 18 FEET
 SW0829'SOUTHEAST OF THE CENTER OF THE TRACK AND ON THE TOP OF AN 8 FEET BY 8
 SW0829'FEET ROCK, PAINTED U.S.B.M. 764.9 ABOUT 4 FEET ABOVE THE GROUND.  A
 SW0829'CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1063 ***********************************************************************
 RZ1063  DESIGNATION -  769.2
 RZ1063  PID         -  RZ1063
 RZ1063  STATE/COUNTY-  WA/ASOTIN
 RZ1063  USGS QUAD   -  ASOTIN (1971)
 RZ1063
 RZ1063                         *CURRENT SURVEY CONTROL
 RZ1063  ___________________________________________________________________
 RZ1063* NAD 83(1986)-  46 18 40.     (N)    117 01 10.     (W)     SCALED    
 RZ1063* NAVD 88     -       235.326  (meters)     772.07   (feet)  ADJUSTED  
 RZ1063  ___________________________________________________________________
 RZ1063  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 RZ1063  DYNAMIC HT  -         235.314 (meters)     772.03  (feet)  COMP
 RZ1063  MODELED GRAV-     980,561.1   (mgal)                       NAVD 88
 RZ1063
 RZ1063  VERT ORDER  -  SECOND    CLASS 0
 RZ1063
 RZ1063.The horizontal coordinates were scaled from a topographic map and have
 RZ1063.an estimated accuracy of +/- 6 seconds.
 RZ1063
 RZ1063.The orthometric height was determined by differential leveling
 RZ1063.and adjusted by the National Geodetic Survey in June 1991..
 RZ1063
 RZ1063.The geoid height was determined by GEOID03.
 RZ1063
 RZ1063.The dynamic height is computed by dividing the NAVD 88
 RZ1063.geopotential number by the normal gravity value computed on the
 RZ1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1063.degrees latitude (g = 980.6199 gals.).
 RZ1063
 RZ1063.The modeled gravity was interpolated from observed gravity values.
 RZ1063
 RZ1063;                    North         East    Units  Estimated Accuracy
 RZ1063;SPC WA S     -   114,590.      767,990.      MT  (+/- 180 meters Scaled)
 RZ1063
 RZ1063                          SUPERSEDED SURVEY CONTROL
 RZ1063
 RZ1063  NGVD 29 (??/??/92)  234.321  (m)          768.77   (f) ADJ UNCH    2 0
 RZ1063
 RZ1063.Superseded values are not recommended for survey control.
 RZ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1063.See file dsdata.txt to determine how the superseded data were derived.
 RZ1063
 RZ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM985286(NAD 83)
 RZ1063_MARKER: Q = CHISELED SQUARE
 RZ1063_SETTING: 80 = SET IN A BOULDER
 RZ1063_SP_SET: BOULDER
 RZ1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1063+STABILITY: SURFACE MOTION
 RZ1063
 RZ1063  HISTORY     - Date     Condition        Report By
 RZ1063  HISTORY     - UNK      MONUMENTED       USGS
 RZ1063  HISTORY     - 1946     GOOD             NGS
 RZ1063
 RZ1063                          STATION DESCRIPTION
 RZ1063
 RZ1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ1063'3.15 MI S FROM ASOTIN.
 RZ1063'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ1063'SNAKE RIVER, 3.15 MILES SOUTH OF THE COURT HOUSE AT ASOTIN, DIRECTLY
 RZ1063'ACROSS THE RIVER FROM A SMALL ABANDONED CONCRETE STRUCTURE ON THE EAST
 RZ1063'BANK OF THE RIVER, BETWEEN THE MAIN ROAD AND A SMALL SIDE ROAD LEADING
 RZ1063'TO A SMALL NATURAL PARKING AREA AT AN UNIMPROVED TARGET RANGE, 103.0
 RZ1063'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE MAIN ROAD AND A
 RZ1063'SMALL SIDE ROAD, 27.8 FEET NORTH OF A TELEPHONE POLE, 19.5 FEET
 RZ1063'SOUTHWEST OF THE CENTER OF THE MAIN ROAD, 6.5 FEET NORTHEAST OF CENTER
 RZ1063'OF A SMALL SIDE ROAD, AN OUTLINED CHISELED SQUARE CUT ON TOP OF A
 RZ1063'SMALL EMBEDDED BOULDER, ABOUT 2 FEET ABOVE THE ROAD, 769.2 PAINTED ON
 RZ1063'A NEARBY ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0051 ***********************************************************************
 SX0051  DESIGNATION -  77 M
 SX0051  PID         -  SX0051
 SX0051  STATE/COUNTY-  WA/CHELAN
 SX0051  USGS QUAD   -  CHELAN (1987)
 SX0051
 SX0051                         *CURRENT SURVEY CONTROL
 SX0051  ___________________________________________________________________
 SX0051* NAD 83(1986)-  47 46 35.     (N)    120 02 27.     (W)     SCALED    
 SX0051* NAVD 88     -       225.252  (meters)     739.01   (feet)  ADJUSTED  
 SX0051  ___________________________________________________________________
 SX0051  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SX0051  DYNAMIC HT  -         225.278 (meters)     739.10  (feet)  COMP
 SX0051  MODELED GRAV-     980,724.2   (mgal)                       NAVD 88
 SX0051
 SX0051  VERT ORDER  -  FIRST     CLASS II
 SX0051
 SX0051.The horizontal coordinates were scaled from a topographic map and have
 SX0051.an estimated accuracy of +/- 6 seconds.
 SX0051
 SX0051.The orthometric height was determined by differential leveling
 SX0051.and adjusted by the National Geodetic Survey in June 1991..
 SX0051
 SX0051.The geoid height was determined by GEOID03.
 SX0051
 SX0051.The dynamic height is computed by dividing the NAVD 88
 SX0051.geopotential number by the normal gravity value computed on the
 SX0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0051.degrees latitude (g = 980.6199 gals.).
 SX0051
 SX0051.The modeled gravity was interpolated from observed gravity values.
 SX0051
 SX0051;                    North         East    Units  Estimated Accuracy
 SX0051;SPC WA N     -    86,630.      559,390.      MT  (+/- 180 meters Scaled)
 SX0051
 SX0051                          SUPERSEDED SURVEY CONTROL
 SX0051
 SX0051  NGVD 29 (??/??/92)  224.050  (m)          735.07   (f) ADJ UNCH    1 2
 SX0051
 SX0051.Superseded values are not recommended for survey control.
 SX0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0051.See file dsdata.txt to determine how the superseded data were derived.
 SX0051
 SX0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT216956(NAD 83)
 SX0051_MARKER: DD = SURVEY DISK
 SX0051_SETTING: 80 = SET IN A BOULDER
 SX0051_SP_SET: BOULDER
 SX0051_STAMPING: TT 77 M 1929
 SX0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0051+STABILITY: SURFACE MOTION
 SX0051
 SX0051  HISTORY     - Date     Condition        Report By
 SX0051  HISTORY     - 1929     MONUMENTED       USGS
 SX0051  HISTORY     - 1934     GOOD             NGS
 SX0051  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0051
 SX0051                          STATION DESCRIPTION
 SX0051
 SX0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0051'4.2 MI SW FROM CHELAN.
 SX0051'ABOUT 4.2 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SX0051'STATION AT CHELAN, CHELAN CO, ABOUT 1/2 MILE SOUTHWEST OF MILEPOST 35,
 SX0051'25 30 FOOT RAIL LENGTHS NORTHEAST OF MILEAGE POST 34.41, ABOUT 22 FEET
 SX0051'NORTHWEST OF THE CENTER OF THE TRACK, AND IN THE TOP OF THE NORTH END
 SX0051'OF A GRANITE BOULDER ABOUT 15 FEET IN DIAMETER AND PROJECTING ABOUT 9
 SX0051'FEET ABOVE THE GROUND.  A USGS STANDARD DISK.
 SX0051
 SX0051                          STATION RECOVERY (1982)
 SX0051
 SX0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0051'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0050 ***********************************************************************
 SX0050  DESIGNATION -  77 M RM
 SX0050  PID         -  SX0050
 SX0050  STATE/COUNTY-  WA/CHELAN
 SX0050  USGS QUAD   -  CHELAN (1987)
 SX0050
 SX0050                         *CURRENT SURVEY CONTROL
 SX0050  ___________________________________________________________________
 SX0050* NAD 83(1986)-  47 46 38.     (N)    120 02 27.     (W)     SCALED    
 SX0050* NAVD 88     -       224.560  (meters)     736.74   (feet)  ADJUSTED  
 SX0050  ___________________________________________________________________
 SX0050  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SX0050  DYNAMIC HT  -         224.586 (meters)     736.83  (feet)  COMP
 SX0050  MODELED GRAV-     980,724.6   (mgal)                       NAVD 88
 SX0050
 SX0050  VERT ORDER  -  FIRST     CLASS II
 SX0050
 SX0050.The horizontal coordinates were scaled from a topographic map and have
 SX0050.an estimated accuracy of +/- 6 seconds.
 SX0050
 SX0050.The orthometric height was determined by differential leveling
 SX0050.and adjusted by the National Geodetic Survey in June 1991..
 SX0050
 SX0050.The geoid height was determined by GEOID03.
 SX0050
 SX0050.The dynamic height is computed by dividing the NAVD 88
 SX0050.geopotential number by the normal gravity value computed on the
 SX0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0050.degrees latitude (g = 980.6199 gals.).
 SX0050
 SX0050.The modeled gravity was interpolated from observed gravity values.
 SX0050
 SX0050;                    North         East    Units  Estimated Accuracy
 SX0050;SPC WA N     -    86,720.      559,390.      MT  (+/- 180 meters Scaled)
 SX0050
 SX0050                          SUPERSEDED SURVEY CONTROL
 SX0050
 SX0050  NGVD 29 (??/??/92)  223.365  (m)          732.82   (f) ADJ UNCH    1 2
 SX0050
 SX0050.Superseded values are not recommended for survey control.
 SX0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0050.See file dsdata.txt to determine how the superseded data were derived.
 SX0050
 SX0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT216957(NAD 83)
 SX0050_MARKER: O = CHISELED CIRCLE
 SX0050_SETTING: 80 = SET IN A BOULDER
 SX0050_SP_SET: BOULDER
 SX0050_MARK LOGO: USGS  
 SX0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0050+STABILITY: SURFACE MOTION
 SX0050
 SX0050  HISTORY     - Date     Condition        Report By
 SX0050  HISTORY     - UNK      MONUMENTED       USGS
 SX0050  HISTORY     - 1934     GOOD             NGS
 SX0050  HISTORY     - 1982     GOOD             NGS
 SX0050
 SX0050                          STATION DESCRIPTION
 SX0050
 SX0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0050'4.3 MI SW FROM CHELAN.
 SX0050'ABOUT 4.3 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SX0050'STATION AT CHELAN, CHELAN COUNTY, ABOUT 0.6 MILE SOUTHWEST OF MILEPOST
 SX0050'35, AT MILEAGE POST 34.41, ABOUT 45 FEET SOUTHWEST OF A CAST IRON PIPE
 SX0050'CULVERT AND ABOUT 55 FEET NORTHWEST OF THE CENTER OF THE TRACK, ON THE
 SX0050'TOP OF A TRIANGULAR GRANITE BOULDER, 10 FEET ON A SIDE, PROJECTING 6
 SX0050'FEET ABOVE THE GROUND.  A CHISELED CIRCLE.
 SX0050
 SX0050                          STATION RECOVERY (1982)
 SX0050
 SX0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0050'5.5 KM (3.4 MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SX0050'THE POST OFFICE IN CHELAN FALLS, ON TOP OF THE HIGHEST POINT OF A 15
 SX0050'BY 15 FOOT TRIANGULAR BOULDER, AT A POINT WHERE THE BOTTOM OF A RAVINE
 SX0050'MEETS THE TRACKS, 0.6 KM (0.4 MI) NORTHEAST OF MILEPOLE 34, 15.8
 SX0050'METERS (52 FT) NORTHWEST OF THE NORTHWEST RAIL.
 SX0050'THE MARK IS ABOVE LEVEL WITH THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1627 ***********************************************************************
 SA1627  DESIGNATION -  770
 SA1627  PID         -  SA1627
 SA1627  STATE/COUNTY-  WA/KITTITAS
 SA1627  USGS QUAD   -  BEVERLY (1965)
 SA1627
 SA1627                         *CURRENT SURVEY CONTROL
 SA1627  ___________________________________________________________________
 SA1627* NAD 83(1986)-  46 51 14.     (N)    119 58 15.     (W)     SCALED    
 SA1627* NAVD 88     -       235.796  (meters)     773.61   (feet)  ADJUSTED  
 SA1627  ___________________________________________________________________
 SA1627  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 SA1627  DYNAMIC HT  -         235.812 (meters)     773.66  (feet)  COMP
 SA1627  MODELED GRAV-     980,676.7   (mgal)                       NAVD 88
 SA1627
 SA1627  VERT ORDER  -  SECOND    CLASS 0
 SA1627
 SA1627.The horizontal coordinates were scaled from a topographic map and have
 SA1627.an estimated accuracy of +/- 6 seconds.
 SA1627
 SA1627.The orthometric height was determined by differential leveling
 SA1627.and adjusted by the National Geodetic Survey in June 1991..
 SA1627
 SA1627.The geoid height was determined by GEOID03.
 SA1627
 SA1627.The dynamic height is computed by dividing the NAVD 88
 SA1627.geopotential number by the normal gravity value computed on the
 SA1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1627.degrees latitude (g = 980.6199 gals.).
 SA1627
 SA1627.The modeled gravity was interpolated from observed gravity values.
 SA1627
 SA1627;                    North         East    Units  Estimated Accuracy
 SA1627;SPC WA S     -   169,150.      540,350.      MT  (+/- 180 meters Scaled)
 SA1627
 SA1627                          SUPERSEDED SURVEY CONTROL
 SA1627
 SA1627  NGVD 29 (??/??/92)  234.717  (m)          770.07   (f) ADJ UNCH    2 0
 SA1627
 SA1627.Superseded values are not recommended for survey control.
 SA1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1627.See file dsdata.txt to determine how the superseded data were derived.
 SA1627
 SA1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM735932(NAD 83)
 SA1627_MARKER: P = PIPE CAP
 SA1627_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1627_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1627_STAMPING: 770 WASH 33
 SA1627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1627
 SA1627  HISTORY     - Date     Condition        Report By
 SA1627  HISTORY     - UNK      MONUMENTED       USGS
 SA1627  HISTORY     - 1946     GOOD             NGS
 SA1627
 SA1627                          STATION DESCRIPTION
 SA1627
 SA1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SA1627'2.0 MI NW FROM BEVERLY JUNCTION.
 SA1627'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 2.0 MILES
 SA1627'NORTHWEST OF THE JUNCTION POINT AT BEVERLY JUNCTION, 0.1 MILE
 SA1627'NORTHWEST OF A GRAVEL ROAD CROSSING, 51.8 FEET WEST OF THE NINTH POWER
 SA1627'LINE POLE NORTHWSEST OF MILE POST NO. 2028, 35.5 FEET SOUTHWEST OF
 SA1627'SOUTHWEST RAIL, 16.0 FEET SOUTHEAST OF TELEPHONE POLE, A U.S.
 SA1627'GEOLOGICAL SURVEY BRONZE CAP RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE
 SA1627'ABOUT 3 FEET BELOW TRACK AND PROJECTING 2.0 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0826 ***********************************************************************
 SW0826  DESIGNATION -  771.4
 SW0826  PID         -  SW0826
 SW0826  STATE/COUNTY-  WA/CHELAN
 SW0826  USGS QUAD   -  AZWELL (1987)
 SW0826
 SW0826                         *CURRENT SURVEY CONTROL
 SW0826  ___________________________________________________________________
 SW0826* NAD 83(1986)-  47 52 35.     (N)    119 54 52.     (W)     SCALED    
 SW0826* NAVD 88     -       234.94   (+/-2cm)     770.8    (feet)  VERTCON   
 SW0826  ___________________________________________________________________
 SW0826  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 SW0826
 SW0826  VERT ORDER  -  ? (See Below)
 SW0826
 SW0826.The horizontal coordinates were scaled from a topographic map and have
 SW0826.an estimated accuracy of +/- 6 seconds.
 SW0826
 SW0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0826.The vertical order pertains to the NGVD 29 superseded value.
 SW0826
 SW0826.The geoid height was determined by GEOID03.
 SW0826
 SW0826;                    North         East    Units  Estimated Accuracy
 SW0826;SPC WA N     -    97,850.      568,730.      MT  (+/- 180 meters Scaled)
 SW0826
 SW0826                          SUPERSEDED SURVEY CONTROL
 SW0826
 SW0826  NGVD 29 (??/??/92)  233.718  (m)          766.79   (f) ADJ UNCH    ?  
 SW0826
 SW0826.Superseded values are not recommended for survey control.
 SW0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0826.See file dsdata.txt to determine how the superseded data were derived.
 SW0826
 SW0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP820066(NAD 83)
 SW0826_MARKER: Z = SEE DESCRIPTION
 SW0826_SETTING: 80 = SET IN A BOULDER
 SW0826_SP_SET: BOULDER
 SW0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0826+STABILITY: SURFACE MOTION
 SW0826
 SW0826  HISTORY     - Date     Condition        Report By
 SW0826  HISTORY     - UNK      MONUMENTED       USGS
 SW0826  HISTORY     - 1934     GOOD             NGS
 SW0826
 SW0826                          STATION DESCRIPTION
 SW0826
 SW0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0826'5.2 MI SW FROM WELLS.
 SW0826'ABOUT 5.2 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SW0826'STATION AT WELLS, CHELAN COUNTY, AT MILEAGE POST 44.61, ABOUT 60 FEET
 SW0826'NORTHEAST OF A 2-FOOT CORRUGATED GALVANIZED IRON PIPE CULVERT, 20 FEET
 SW0826'NORTHWEST OF THE CENTER OF THE TRACK, AND ON THE TOP OF A GRANITE
 SW0826'BOULDER, ABOUT 2 FEET IN DIAMETER, PAINTED U.S.B.M. 771.4, PROJECTING
 SW0826'ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0823 ***********************************************************************
 SW0823  DESIGNATION -  771.5
 SW0823  PID         -  SW0823
 SW0823  STATE/COUNTY-  WA/CHELAN
 SW0823  USGS QUAD   -  CHELAN FALLS (1981)
 SW0823
 SW0823                         *CURRENT SURVEY CONTROL
 SW0823  ___________________________________________________________________
 SW0823* NAD 83(1986)-  47 51 25.     (N)    119 56 38.     (W)     SCALED    
 SW0823* NAVD 88     -       234.96   (+/-2cm)     770.9    (feet)  VERTCON   
 SW0823  ___________________________________________________________________
 SW0823  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SW0823
 SW0823  VERT ORDER  -  ? (See Below)
 SW0823
 SW0823.The horizontal coordinates were scaled from a topographic map and have
 SW0823.an estimated accuracy of +/- 6 seconds.
 SW0823
 SW0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0823.The vertical order pertains to the NGVD 29 superseded value.
 SW0823
 SW0823.The geoid height was determined by GEOID03.
 SW0823
 SW0823;                    North         East    Units  Estimated Accuracy
 SW0823;SPC WA N     -    95,660.      566,550.      MT  (+/- 180 meters Scaled)
 SW0823
 SW0823                          SUPERSEDED SURVEY CONTROL
 SW0823
 SW0823  NGVD 29 (??/??/92)  233.746  (m)          766.88   (f) ADJ UNCH    ?  
 SW0823
 SW0823.Superseded values are not recommended for survey control.
 SW0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0823.See file dsdata.txt to determine how the superseded data were derived.
 SW0823
 SW0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP798045(NAD 83)
 SW0823_MARKER: Q = CHISELED SQUARE
 SW0823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0823_SP_SET: CULVERT
 SW0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0823
 SW0823  HISTORY     - Date     Condition        Report By
 SW0823  HISTORY     - UNK      MONUMENTED       USGS
 SW0823  HISTORY     - 1934     GOOD             NGS
 SW0823
 SW0823                          STATION DESCRIPTION
 SW0823
 SW0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0823'3.7 MI N FROM CHELAN.
 SW0823'ABOUT 3.7 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SW0823'STATION AT CHELAN, CHELAN COUNTY, AT MILEAGE POST 43.54, ABOUT 440
 SW0823'FEET SOUTHWEST OF A ROAD CROSSING LEADING TO A HOUSE SURROUNDED BY
 SW0823'LOCUST TREES, ABOUT 18 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK
 SW0823'AND ON THE TOP OF THE BELL, PAINTED U.S.B.M. 771.5, OF A 36-INCH CAST
 SW0823'IRON PIPE CULVERT.  A CHISELED ARROWHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0833 ***********************************************************************
 SW0833  DESIGNATION -  775.4
 SW0833  PID         -  SW0833
 SW0833  STATE/COUNTY-  WA/CHELAN
 SW0833  USGS QUAD   -  WELLS DAM (1981)
 SW0833
 SW0833                         *CURRENT SURVEY CONTROL
 SW0833  ___________________________________________________________________
 SW0833* NAD 83(1986)-  47 57 13.     (N)    119 52 28.     (W)     SCALED    
 SW0833* NAVD 88     -       236.13   (+/-2cm)     774.7    (feet)  VERTCON   
 SW0833  ___________________________________________________________________
 SW0833  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 SW0833
 SW0833  VERT ORDER  -  ? (See Below)
 SW0833
 SW0833.The horizontal coordinates were scaled from a topographic map and have
 SW0833.an estimated accuracy of +/- 6 seconds.
 SW0833
 SW0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0833.The vertical order pertains to the NGVD 29 superseded value.
 SW0833
 SW0833.The geoid height was determined by GEOID03.
 SW0833
 SW0833;                    North         East    Units  Estimated Accuracy
 SW0833;SPC WA N     -   106,470.      571,620.      MT  (+/- 180 meters Scaled)
 SW0833
 SW0833                          SUPERSEDED SURVEY CONTROL
 SW0833
 SW0833  NGVD 29 (??/??/92)  234.909  (m)          770.70   (f) ADJ UNCH    ?  
 SW0833
 SW0833.Superseded values are not recommended for survey control.
 SW0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0833.See file dsdata.txt to determine how the superseded data were derived.
 SW0833
 SW0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP853151(NAD 83)
 SW0833_MARKER: O = CHISELED CIRCLE
 SW0833_SETTING: 66 = SET IN ROCK OUTCROP
 SW0833_SP_SET: GRANITE LEDGE
 SW0833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0833+STABILITY: POSITION/ELEVATION WELL
 SW0833
 SW0833  HISTORY     - Date     Condition        Report By
 SW0833  HISTORY     - UNK      MONUMENTED       USGS
 SW0833  HISTORY     - 1934     GOOD             NGS
 SW0833
 SW0833                          STATION DESCRIPTION
 SW0833
 SW0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0833'1.1 MI N FROM WELLS.
 SW0833'IN CHELAN COUNTY, ABOUT 1.1 MILES NORTH ALONG THE GREAT NORTHERN
 SW0833'RAILWAY FROM THE STATION AT WELLS, CHELAN COUNTY, ABOUT 25-30 FOOT
 SW0833'RAIL LENGTHS SOUTH OF MILEPOST 51, 150 FEET SOUTH OF THE NORTH END OF
 SW0833'A SOLID ROCK LEDGE, 8 FEET WEST OF THE CENTER OF THE TRACK AND ON THE
 SW0833'TOP OF A GRANITE LEDGE ABOUT 1 FOOT ABOVE THE GROUND.  A CHISELED
 SW0833'CIRCLE.  NOTE-- B.M. IS ABOUT 750 FEET SOUTH OF MILEPOST 51 INSTEAD OF
 SW0833'240 FEET AS PER DESCRIPTION.  B.M. IS ALSO IN CHELAN COUNTY AS
 SW0833'CHELAN-OKANOGAN COUNTY LINE IS ABOUT 0.7 MILE NORTH OF THIS B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0825 ***********************************************************************
 SW0825  DESIGNATION -  776.4
 SW0825  PID         -  SW0825
 SW0825  STATE/COUNTY-  WA/CHELAN
 SW0825  USGS QUAD   -  CHELAN FALLS (1981)
 SW0825
 SW0825                         *CURRENT SURVEY CONTROL
 SW0825  ___________________________________________________________________
 SW0825* NAD 83(1986)-  47 52 10.     (N)    119 55 02.     (W)     SCALED    
 SW0825* NAVD 88     -       236.47   (+/-2cm)     775.8    (feet)  VERTCON   
 SW0825  ___________________________________________________________________
 SW0825  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 SW0825
 SW0825  VERT ORDER  -  ? (See Below)
 SW0825
 SW0825.The horizontal coordinates were scaled from a topographic map and have
 SW0825.an estimated accuracy of +/- 6 seconds.
 SW0825
 SW0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0825.The vertical order pertains to the NGVD 29 superseded value.
 SW0825
 SW0825.The geoid height was determined by GEOID03.
 SW0825
 SW0825;                    North         East    Units  Estimated Accuracy
 SW0825;SPC WA N     -    97,070.      568,530.      MT  (+/- 180 meters Scaled)
 SW0825
 SW0825                          SUPERSEDED SURVEY CONTROL
 SW0825
 SW0825  NGVD 29 (??/??/92)  235.249  (m)          771.81   (f) ADJ UNCH    ?  
 SW0825
 SW0825.Superseded values are not recommended for survey control.
 SW0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0825.See file dsdata.txt to determine how the superseded data were derived.
 SW0825
 SW0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP818059(NAD 83)
 SW0825_MARKER: X = CHISELED CROSS
 SW0825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0825_SP_SET: RAIL
 SW0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0825
 SW0825  HISTORY     - Date     Condition        Report By
 SW0825  HISTORY     - UNK      MONUMENTED       USGS
 SW0825  HISTORY     - 1934     GOOD             NGS
 SW0825
 SW0825                          STATION DESCRIPTION
 SW0825
 SW0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0825'5.9 MI SW FROM WELLS.
 SW0825'ABOUT 5.9 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SW0825'STATION AT WELLS, CHELAN COUNTY, ABOUT 88 FEET SOUTHWEST OF THE
 SW0825'SOUTHWEST END OF THE SIDING AT HUGE, 98 FEET NORTHEAST OF MILEAGE POST
 SW0825'43.88 AND ABOUT 31 FEET SOUTHEAST OF THE CENTER OF THE TRACK.  A
 SW0825'CHISELED CROSS, ON THE TOP OF A STEEL RAIL, PAINTED U.S.B.M. 776.4 AND
 SW0825'2185+00, AND PROJECTING ABOUT 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0187 ***********************************************************************
 SA0187  DESIGNATION -  778
 SA0187  PID         -  SA0187
 SA0187  STATE/COUNTY-  WA/WALLA WALLA
 SA0187  USGS QUAD   -  COLLEGE PLACE (1978)
 SA0187
 SA0187                         *CURRENT SURVEY CONTROL
 SA0187  ___________________________________________________________________
 SA0187* NAD 83(1986)-  46 03 08.     (N)    118 23 48.     (W)     SCALED    
 SA0187* NAVD 88     -       238.128  (meters)     781.26   (feet)  POSTED    
 SA0187  ___________________________________________________________________
 SA0187  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 SA0187  DYNAMIC HT  -         238.120 (meters)     781.23  (feet)  COMP
 SA0187  MODELED GRAV-     980,583.0   (mgal)                       NAVD 88
 SA0187
 SA0187  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SA0187
 SA0187.The horizontal coordinates were scaled from a topographic map and have
 SA0187.an estimated accuracy of +/- 6 seconds.
 SA0187
 SA0187.The orthometric height was determined by differential leveling
 SA0187.and adjusted by the National Geodetic Survey in 1992..
 SA0187.No vertical observational check was made to the station.
 SA0187.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SA0187.was located on a no-check spur therefore a value was not computed.
 SA0187
 SA0187.The geoid height was determined by GEOID03.
 SA0187
 SA0187.The dynamic height is computed by dividing the NAVD 88
 SA0187.geopotential number by the normal gravity value computed on the
 SA0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0187.degrees latitude (g = 980.6199 gals.).
 SA0187
 SA0187.The modeled gravity was interpolated from observed gravity values.
 SA0187
 SA0187;                    North         East    Units  Estimated Accuracy
 SA0187;SPC WA S     -    82,080.      662,750.      MT  (+/- 180 meters Scaled)
 SA0187
 SA0187                          SUPERSEDED SURVEY CONTROL
 SA0187
 SA0187  NGVD 29 (??/??/92)  237.232  (m)          778.32   (f) ADJ UNCH    2 0
 SA0187
 SA0187.Superseded values are not recommended for survey control.
 SA0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0187.See file dsdata.txt to determine how the superseded data were derived.
 SA0187
 SA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM919007(NAD 83)
 SA0187_MARKER: DD = SURVEY DISK
 SA0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0187_SP_SET: RETAINING WALL
 SA0187_STAMPING: 778 WASH 1915
 SA0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0187
 SA0187  HISTORY     - Date     Condition        Report By
 SA0187  HISTORY     - 1915     MONUMENTED       USGS
 SA0187  HISTORY     - 1944     MARK NOT FOUND   NGS
 SA0187  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 SA0187
 SA0187                          STATION DESCRIPTION
 SA0187
 SA0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SA0187'2.2 MI W FROM WALLA WALLA.
 SA0187'2.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 SA0187'WALLA WALLA, WALLA WALLA COUNTY, 360 FEET WEST OF THE CROSSING OF THE
 SA0187'WALLA WALLA VALLEY RAILWAY, 78 FEET EAST OF THE STATION SIGNPOST AT
 SA0187'AUKER, 53 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 14 FEET EAST
 SA0187'OF THE EAST END OF A CONCRETE PACKING HOUSE, AND IN THE TOP OF THE
 SA0187'UPPER FLAT SURFACE OF THE SOUTH CONCRETE RETAINING WALL TO THE CELLAR
 SA0187'ENTRANCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 SA0187'778 WASH 1915.
 SA0187
 SA0187                          STATION RECOVERY (2005)
 SA0187
 SA0187'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0839 ***********************************************************************
 SW0839  DESIGNATION -  779.4
 SW0839  PID         -  SW0839
 SW0839  STATE/COUNTY-  WA/OKANOGAN
 SW0839  USGS QUAD   -  AZWELL (1987)
 SW0839
 SW0839                         *CURRENT SURVEY CONTROL
 SW0839  ___________________________________________________________________
 SW0839* NAD 83(1986)-  47 59 29.     (N)    119 53 03.     (W)     SCALED    
 SW0839* NAVD 88     -       237.33   (+/-2cm)     778.6    (feet)  VERTCON   
 SW0839  ___________________________________________________________________
 SW0839  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SW0839
 SW0839  VERT ORDER  -  ? (See Below)
 SW0839
 SW0839.The horizontal coordinates were scaled from a topographic map and have
 SW0839.an estimated accuracy of +/- 6 seconds.
 SW0839
 SW0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0839.The vertical order pertains to the NGVD 29 superseded value.
 SW0839
 SW0839.The geoid height was determined by GEOID03.
 SW0839
 SW0839;                    North         East    Units  Estimated Accuracy
 SW0839;SPC WA N     -   110,660.      570,840.      MT  (+/- 180 meters Scaled)
 SW0839
 SW0839                          SUPERSEDED SURVEY CONTROL
 SW0839
 SW0839  NGVD 29 (??/??/92)  236.102  (m)          774.61   (f) ADJ UNCH    ?  
 SW0839
 SW0839.Superseded values are not recommended for survey control.
 SW0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0839.See file dsdata.txt to determine how the superseded data were derived.
 SW0839
 SW0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP848193(NAD 83)
 SW0839_MARKER: Q = CHISELED SQUARE
 SW0839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SW0839_SP_SET: ABUTMENT
 SW0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0839
 SW0839  HISTORY     - Date     Condition        Report By
 SW0839  HISTORY     - UNK      MONUMENTED       USGS
 SW0839  HISTORY     - 1934     GOOD             NGS
 SW0839
 SW0839                          STATION DESCRIPTION
 SW0839
 SW0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0839'6.4 MI S FROM PATEROS.
 SW0839'ABOUT 6.4 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SW0839'STATION AT PATEROS, OKANOGAN COUNTY, AT MILEAGE 52.5, AT A PLATE
 SW0839'GIRDER BRIDGE OVER U.S. HIGHWAY 97, AND IN THE TOP OF THE WEST END OF
 SW0839'THE NORTH CONCRETE ABUTMENT, PAINTED U.S.B.M. 779.4.  A CHISELED
 SW0839'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0045 ***********************************************************************
 SX0045  DESIGNATION -  78 M
 SX0045  PID         -  SX0045
 SX0045  STATE/COUNTY-  WA/CHELAN
 SX0045  USGS QUAD   -  CHELAN (1987)
 SX0045
 SX0045                         *CURRENT SURVEY CONTROL
 SX0045  ___________________________________________________________________
 SX0045* NAD 83(1986)-  47 46 35.     (N)    120 06 41.     (W)     SCALED    
 SX0045* NAVD 88     -       227.713  (meters)     747.09   (feet)  ADJUSTED  
 SX0045  ___________________________________________________________________
 SX0045  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 SX0045  DYNAMIC HT  -         227.742 (meters)     747.18  (feet)  COMP
 SX0045  MODELED GRAV-     980,734.0   (mgal)                       NAVD 88
 SX0045
 SX0045  VERT ORDER  -  FIRST     CLASS II
 SX0045
 SX0045.The horizontal coordinates were scaled from a topographic map and have
 SX0045.an estimated accuracy of +/- 6 seconds.
 SX0045
 SX0045.The orthometric height was determined by differential leveling
 SX0045.and adjusted by the National Geodetic Survey in June 1991..
 SX0045
 SX0045.The geoid height was determined by GEOID03.
 SX0045
 SX0045.The dynamic height is computed by dividing the NAVD 88
 SX0045.geopotential number by the normal gravity value computed on the
 SX0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0045.degrees latitude (g = 980.6199 gals.).
 SX0045
 SX0045.The modeled gravity was interpolated from observed gravity values.
 SX0045
 SX0045;                    North         East    Units  Estimated Accuracy
 SX0045;SPC WA N     -    86,570.      554,110.      MT  (+/- 180 meters Scaled)
 SX0045
 SX0045                          SUPERSEDED SURVEY CONTROL
 SX0045
 SX0045  NGVD 29 (??/??/92)  226.520  (m)          743.17   (f) ADJ UNCH    1 2
 SX0045
 SX0045.Superseded values are not recommended for survey control.
 SX0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0045.See file dsdata.txt to determine how the superseded data were derived.
 SX0045
 SX0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT163954(NAD 83)
 SX0045_MARKER: DD = SURVEY DISK
 SX0045_SETTING: 66 = SET IN ROCK OUTCROP
 SX0045_SP_SET: ROCK OUTCROP
 SX0045_STAMPING: TT 78 M 1929
 SX0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0045+STABILITY: POSITION/ELEVATION WELL
 SX0045
 SX0045  HISTORY     - Date     Condition        Report By
 SX0045  HISTORY     - 1929     MONUMENTED       USGS
 SX0045  HISTORY     - 1934     GOOD             NGS
 SX0045  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0045
 SX0045                          STATION DESCRIPTION
 SX0045
 SX0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0045'8.4 MI SW FROM CHELAN.
 SX0045'8.4 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SX0045'AT CHELAN, CHELAN COUNTY, 4.4 MILES NORTHEAST OF THE STATION SIGN AT
 SX0045'WINESAP, AT MILEAGE POST 30.4, DIRECTLY ACROSS THE TRACK FROM POLE
 SX0045'30-20, 47 FEET NORTH OF THE CENTERLINE OF THE TRACK, 3 FEET SOUTH OF
 SX0045'THE NORTH RIGHT-OF-WAY FENCE, ON THE TOP OF A 10-FOOT BANK, AND IN THE
 SX0045'TOP OF A 5- BY 5-FOOT GRANITE ROCK PAINTED USBM 747.7 AND PROJECTING 2
 SX0045'FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 SX0045'DISK, STAMPED TT 78 M 1929.
 SX0045
 SX0045                          STATION RECOVERY (1982)
 SX0045
 SX0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0045'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0046 ***********************************************************************
 SX0046  DESIGNATION -  78 M RM
 SX0046  PID         -  SX0046
 SX0046  STATE/COUNTY-  WA/CHELAN
 SX0046  USGS QUAD   -  CHELAN (1987)
 SX0046
 SX0046                         *CURRENT SURVEY CONTROL
 SX0046  ___________________________________________________________________
 SX0046* NAD 83(1986)-  47 46 35.     (N)    120 06 41.     (W)     SCALED    
 SX0046* NAVD 88     -       226.85   (+/-2cm)     744.3    (feet)  VERTCON   
 SX0046  ___________________________________________________________________
 SX0046  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 SX0046
 SX0046  VERT ORDER  -  ? (See Below)
 SX0046
 SX0046.The horizontal coordinates were scaled from a topographic map and have
 SX0046.an estimated accuracy of +/- 6 seconds.
 SX0046
 SX0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0046.The vertical order pertains to the NGVD 29 superseded value.
 SX0046
 SX0046.The geoid height was determined by GEOID03.
 SX0046
 SX0046;                    North         East    Units  Estimated Accuracy
 SX0046;SPC WA N     -    86,570.      554,110.      MT  (+/- 180 meters Scaled)
 SX0046
 SX0046                          SUPERSEDED SURVEY CONTROL
 SX0046
 SX0046  NGVD 29 (??/??/92)  225.658  (m)          740.35   (f) ADJ UNCH    ?  
 SX0046
 SX0046.Superseded values are not recommended for survey control.
 SX0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0046.See file dsdata.txt to determine how the superseded data were derived.
 SX0046
 SX0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT163954(NAD 83)
 SX0046_MARKER: DD = SURVEY DISK
 SX0046_SETTING: 80 = SET IN A BOULDER
 SX0046_SP_SET: BOULDER
 SX0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0046+STABILITY: SURFACE MOTION
 SX0046
 SX0046  HISTORY     - Date     Condition        Report By
 SX0046  HISTORY     - UNK      MONUMENTED       USGS
 SX0046  HISTORY     - 1934     GOOD             NGS
 SX0046
 SX0046                          STATION DESCRIPTION
 SX0046
 SX0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0046'8.4 MI SW FROM CHELAN.
 SX0046'8.4 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SX0046'AT CHELAN, CHELAN COUNTY, 4.4 MILES NORTHEAST OF THE STATION SIGN AT
 SX0046'WINESAP, 85 FEET EAST OF MILEAGE POST 30.4, 90 FEET SOUTHEAST OF BENCH
 SX0046'MARK 78 M (U.S.G.S.) DESCRIBED ABOVE, 25 FEET NORTH OF THE CENTERLINE
 SX0046'OF THE TRACK, 25 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, AT THE
 SX0046'EDGE OF A 10-FOOT BANK, AND ON THE TOP OF A 4-FOOT SQUARE FLAT BOULDER
 SX0046'PAINTED R P AND PROJECTING 2 FEET ABOVE THE GROUND. A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0483 ***********************************************************************
 TP0483  DESIGNATION -  780
 TP0483  PID         -  TP0483
 TP0483  STATE/COUNTY-  WA/OKANOGAN
 TP0483  USGS QUAD   -  PATEROS (1992)
 TP0483
 TP0483                         *CURRENT SURVEY CONTROL
 TP0483  ___________________________________________________________________
 TP0483* NAD 83(1986)-  48 03 13.     (N)    119 53 57.     (W)     SCALED    
 TP0483* NAVD 88     -       237.685  (meters)     779.80   (feet)  ADJUSTED  
 TP0483  ___________________________________________________________________
 TP0483  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 TP0483  DYNAMIC HT  -         237.719 (meters)     779.92  (feet)  COMP
 TP0483  MODELED GRAV-     980,748.6   (mgal)                       NAVD 88
 TP0483
 TP0483  VERT ORDER  -  FIRST     CLASS II
 TP0483
 TP0483.The horizontal coordinates were scaled from a topographic map and have
 TP0483.an estimated accuracy of +/- 6 seconds.
 TP0483
 TP0483.The orthometric height was determined by differential leveling
 TP0483.and adjusted by the National Geodetic Survey in June 1991..
 TP0483.WARNING-Repeat measurements at this control monument indicate possible
 TP0483.vertical movement.
 TP0483
 TP0483.The geoid height was determined by GEOID03.
 TP0483
 TP0483.The dynamic height is computed by dividing the NAVD 88
 TP0483.geopotential number by the normal gravity value computed on the
 TP0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0483.degrees latitude (g = 980.6199 gals.).
 TP0483
 TP0483.The modeled gravity was interpolated from observed gravity values.
 TP0483
 TP0483;                    North         East    Units  Estimated Accuracy
 TP0483;SPC WA N     -   117,570.      569,640.      MT  (+/- 180 meters Scaled)
 TP0483
 TP0483                          SUPERSEDED SURVEY CONTROL
 TP0483
 TP0483  NGVD 29 (??/??/92)  236.449  (m)          775.75   (f) ADJ UNCH    1 2
 TP0483
 TP0483.Superseded values are not recommended for survey control.
 TP0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0483.See file dsdata.txt to determine how the superseded data were derived.
 TP0483
 TP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP839263(NAD 83)
 TP0483_MARKER: DD = SURVEY DISK
 TP0483_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TP0483_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TP0483_STAMPING: 780 T
 TP0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0483
 TP0483  HISTORY     - Date     Condition        Report By
 TP0483  HISTORY     - UNK      MONUMENTED       USGS
 TP0483  HISTORY     - 1959     GOOD             NGS
 TP0483  HISTORY     - 1982     MARK NOT FOUND   NGS
 TP0483  HISTORY     - 19920827 MARK NOT FOUND   NGS
 TP0483
 TP0483                          STATION DESCRIPTION
 TP0483
 TP0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0483'IN PATEROS.
 TP0483'AT PATEROS, AT THE NORTH CORNER OF THE INTERSECTION OF RIVERSIDE
 TP0483'AVENUE AND LAWTON STREET, 10.6 FEET SOUTH OF THE SOUTH CORNER OF A TIN
 TP0483'COVERED BUILDING, 6 FEET SOUTHWEST OF A WATER HYDRANT, 2.9 FEET NORTH
 TP0483'OF THE NORTH EDGE OF A CAST IRON DRAIN COVER, AND RIVETED ON TOP OF A
 TP0483'3 1/2-INCH IRON PIPE WHICH PROJECTS ABOUT 0.5 FOOT ABOVE THE GROUND.
 TP0483
 TP0483                          STATION RECOVERY (1982)
 TP0483
 TP0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0483'NOT RECOVERED, IT IS UNDER WATERS OF A LAKE.
 TP0483
 TP0483                          STATION RECOVERY (1992)
 TP0483
 TP0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TP0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0230 ***********************************************************************
 SA0230  DESIGNATION -  781
 SA0230  PID         -  SA0230
 SA0230  STATE/COUNTY-  WA/COLUMBIA
 SA0230  USGS QUAD   -  WAITSBURG NW (1967)
 SA0230
 SA0230                         *CURRENT SURVEY CONTROL
 SA0230  ___________________________________________________________________
 SA0230* NAD 83(1986)-  46 29 47.     (N)    118 07 48.     (W)     SCALED    
 SA0230* NAVD 88     -       238.835  (meters)     783.58   (feet)  ADJUSTED  
 SA0230  ___________________________________________________________________
 SA0230  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 SA0230  DYNAMIC HT  -         238.837 (meters)     783.58  (feet)  COMP
 SA0230  MODELED GRAV-     980,619.3   (mgal)                       NAVD 88
 SA0230
 SA0230  VERT ORDER  -  SECOND    CLASS 0
 SA0230
 SA0230.The horizontal coordinates were scaled from a topographic map and have
 SA0230.an estimated accuracy of +/- 6 seconds.
 SA0230
 SA0230.The orthometric height was determined by differential leveling
 SA0230.and adjusted by the National Geodetic Survey in June 1991..
 SA0230
 SA0230.The geoid height was determined by GEOID03.
 SA0230
 SA0230.The dynamic height is computed by dividing the NAVD 88
 SA0230.geopotential number by the normal gravity value computed on the
 SA0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0230.degrees latitude (g = 980.6199 gals.).
 SA0230
 SA0230.The modeled gravity was interpolated from observed gravity values.
 SA0230
 SA0230;                    North         East    Units  Estimated Accuracy
 SA0230;SPC WA S     -   132,010.      681,900.      MT  (+/- 180 meters Scaled)
 SA0230
 SA0230                          SUPERSEDED SURVEY CONTROL
 SA0230
 SA0230  NGVD 29 (??/??/92)  237.892  (m)          780.48   (f) ADJ UNCH    2 0
 SA0230
 SA0230.Superseded values are not recommended for survey control.
 SA0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0230.See file dsdata.txt to determine how the superseded data were derived.
 SA0230
 SA0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM132498(NAD 83)
 SA0230_MARKER: DD = SURVEY DISK
 SA0230_SETTING: 0 = UNSPECIFIED SETTING
 SA0230_STAMPING: 781 WASH 1915
 SA0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0230
 SA0230  HISTORY     - Date     Condition        Report By
 SA0230  HISTORY     - 1915     MONUMENTED       USGS
 SA0230  HISTORY     - 1936     GOOD             NGS
 SA0230
 SA0230                          STATION DESCRIPTION
 SA0230
 SA0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SA0230'1.7 MI SE FROM STARBUCK.
 SA0230'1.7 MILES SOUTHEAST OF, ALONG OREGON-WASHINGTON RAILROAD AND
 SA0230'NAVIGATION CO. RAILROAD, FROM RAILROAD STATION.  ABOUT .3 MILE
 SA0230'SOUTHEAST OF RANCH HOUSE.  ABOUT 2500 FT. NORTHWEST OF MILE POLE 92.
 SA0230'ABOUT 500 FT. SOUTHWEST OF CENTERLINE OF OREGON-WASHINGTON RAILROAD
 SA0230'AND NAVIGATION CO. RAILROAD.  ABOUT 500 FT. SOUTHWEST OF SOUTHEAST END
 SA0230'OF RAILROAD CUT THROUGH DIRT RIDGE.  21.5 FT. NORTHEAST OF CENTERLINE
 SA0230'OF DIRT ROAD BETWEEN STARBUCK AND RELIEF.  5.5 FT. SOUTHWEST OF FENCE
 SA0230'LINE.  A IRON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0231 ***********************************************************************
 SA0231  DESIGNATION -  781 RESET 1954
 SA0231  PID         -  SA0231
 SA0231  STATE/COUNTY-  WA/COLUMBIA
 SA0231  USGS QUAD   -  WAITSBURG NW (1967)
 SA0231
 SA0231                         *CURRENT SURVEY CONTROL
 SA0231  ___________________________________________________________________
 SA0231* NAD 83(1986)-  46 29 47.     (N)    118 07 48.     (W)     SCALED    
 SA0231* NAVD 88     -       239.15   (meters)     784.6    (feet)  RESET     
 SA0231  ___________________________________________________________________
 SA0231  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 SA0231
 SA0231  VERT ORDER  -  THIRD
 SA0231
 SA0231.The horizontal coordinates were scaled from a topographic map and have
 SA0231.an estimated accuracy of +/- 6 seconds.
 SA0231
 SA0231.The orthometric height was computed from unverified reset data.
 SA0231.No vertical observational check was made to the station.
 SA0231
 SA0231.The geoid height was determined by GEOID03.
 SA0231
 SA0231;                    North         East    Units  Estimated Accuracy
 SA0231;SPC WA S     -   132,010.      681,900.      MT  (+/- 180 meters Scaled)
 SA0231
 SA0231                          SUPERSEDED SURVEY CONTROL
 SA0231
 SA0231  NGVD 29 (??/??/??)  238.20   (m)          781.5    (f) RESET       3  
 SA0231
 SA0231.Superseded values are not recommended for survey control.
 SA0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0231.See file dsdata.txt to determine how the superseded data were derived.
 SA0231
 SA0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM132498(NAD 83)
 SA0231_MARKER: DD = SURVEY DISK
 SA0231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0231_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0231_STAMPING: 781 RESET 1954
 SA0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0231
 SA0231  HISTORY     - Date     Condition        Report By
 SA0231  HISTORY     - 1954     MONUMENTED       USGS
 SA0231
 SA0231                          STATION DESCRIPTION
 SA0231
 SA0231'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 SA0231'1.7 MI SE FROM STARBUCK.
 SA0231'1.7 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 SA0231'AT STARBUCK, COLUMBIA COUNTY, 2,400 FEET NORTHWEST OF MILEPOST 92, 0.3
 SA0231'MILE SOUTHEAST OF A RANCH HOUSE, 600 FEET SOUTHWEST OF THE SOUTHEAST
 SA0231'END OF A RAILROAD CUT THROUGH A DIRT RIDGE, 600 FEET SOUTHWEST OF THE
 SA0231'CENTER LINE OF THE TRACK, 33 FEET NORTHEAST OF THE CENTER LINE OF THE
 SA0231'STARBUCK-RELIEF ROAD, AND AT THE RIGHT-OF-WAY FENCE. A UNITED STATES
 SA0231'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 781 RESET 1954 AND CEMENTED
 SA0231'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1651 ***********************************************************************
 SX1651  DESIGNATION -  782 T
 SX1651  PID         -  SX1651
 SX1651  STATE/COUNTY-  WA/DOUGLAS
 SX1651  USGS QUAD   -  WEST BAR (1966)
 SX1651
 SX1651                         *CURRENT SURVEY CONTROL
 SX1651  ___________________________________________________________________
 SX1651* NAD 83(1998)-  47 13 48.47845(N)    120 04 13.93372(W)     ADJUSTED  
 SX1651* NAVD 88     -       239.4    (meters)     785.     (feet)  GPS OBS   
 SX1651  ___________________________________________________________________
 SX1651  X           -  -2,174,169.642 (meters)                     COMP
 SX1651  Y           -  -3,755,088.533 (meters)                     COMP
 SX1651  Z           -   4,659,336.706 (meters)                     COMP
 SX1651  LAPLACE CORR-          -8.02  (seconds)                    DEFLEC99
 SX1651  ELLIP HEIGHT-         219.18  (meters)          (07/05/01) GPS OBS
 SX1651  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 SX1651
 SX1651  HORZ ORDER  -  FIRST
 SX1651  ELLP ORDER  -  FOURTH    CLASS II
 SX1651
 SX1651.The horizontal coordinates were established by GPS observations
 SX1651.and adjusted by the National Geodetic Survey in July 2001..
 SX1651.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1651.DATUM ITEM on the data sheet items page.
 SX1651
 SX1651.The orthometric height was determined by GPS observations and a
 SX1651.high-resolution geoid model.
 SX1651
 SX1651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1651
 SX1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1651
 SX1651.The ellipsoidal height was determined by GPS observations
 SX1651.and is referenced to NAD 83.
 SX1651
 SX1651.The geoid height was determined by GEOID03.
 SX1651
 SX1651;                    North         East     Units Scale Factor Converg.
 SX1651;SPC WA N     -    25,873.309   557,768.242   MT  1.00006125   +0 34 04.5
 SX1651;SPC WA N     -    84,886.01  1,829,944.64   sFT  1.00006125   +0 34 04.5
 SX1651;UTM  10      - 5,234,901.655   721,748.590   MT  1.00020436   +2 09 04.9
 SX1651;UTM  11      - 5,235,312.459   267,573.423   MT  1.00026397   -2 15 18.2
 SX1651
 SX1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1651!SPC WA N     -   0.99996565  x   1.00006125  =   1.00002689
 SX1651!UTM  10      -   0.99996565  x   1.00020436  =   1.00017000
 SX1651!UTM  11      -   0.99996565  x   1.00026397  =   1.00022961
 SX1651
 SX1651                          SUPERSEDED SURVEY CONTROL
 SX1651
 SX1651  NAD 83(1991)-  47 13 48.47714(N)    120 04 13.93442(W) AD(       ) 1
 SX1651  ELLIP H (01/21/94)  219.29   (m)                       GP(       ) 4 1
 SX1651
 SX1651.Superseded values are not recommended for survey control.
 SX1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1651.See file dsdata.txt to determine how the superseded data were derived.
 SX1651
 SX1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT2174934902(NAD 83)
 SX1651_MARKER: DB = BENCH MARK DISK
 SX1651_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX1651_SP_SET: METAL PIPE IMBEDDED IN GROUND
 SX1651_STAMPING: 782 T
 SX1651_MARK LOGO: USGS  
 SX1651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1651+STABILITY: POSITION/ELEVATION WELL
 SX1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1651+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1993
 SX1651
 SX1651  HISTORY     - Date     Condition        Report By
 SX1651  HISTORY     - 1903     MONUMENTED       USGS
 SX1651  HISTORY     - 19930610 GOOD             DCPW
 SX1651
 SX1651                          STATION DESCRIPTION
 SX1651
 SX1651'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1651'THE STATION IS APPROXIMATELY 3.5 MI (5.6 KM) WEST OF TRINIDAD, WA,
 SX1651'10.5 MI (16.9 KM) SSE OF ROCK ISLAND, WA, AND 15 MI (24.1 KM) SW OF
 SX1651'PALISADES, WA, IN THE NE 1/4 OF SECTION 16, T20N, R22E, WM, DOUGLAS
 SX1651'COUNTY, WA.
 SX1651'TO REACH STATION FROM THE INTERSECTION OF ROCK ISLAND DRIVE AND
 SX1651'HIGHWAY 28 IN ROCK ISLAND, WA, DRIVE SE ALONG HIGHWAY 28 10.2 MI
 SX1651'(16.4 KM) TO THE INTERSECTION OF THE SPANISH CASTLE ROAD, A GRAVEL
 SX1651'ROAD TO THE SOUTH. CONTINUE SOUTH AND EAST ALONG THE SPANISH CASTLE
 SX1651'ROAD 0.4 MI (0.6 KM) TO A FORK IN THE ROAD. CONTINUE ON THE LEFT FORK
 SX1651'1.05 MI (1.69 KM) THROUGH AN ORCHARD TO THE END OF THE ROAD AT THE
 SX1651'EAST EDGE OF THE ORCHARD. HIKE SW FROM THE END OF THE ROAD ACROSS
 SX1651'OPEN LAND APPROXIMATELY 500 FT (152.4 M) TO THE STATION 300 FT
 SX1651'(91.4 M) N78W OF A LARGE RAILROAD SIGNAL LIGHT, 18.9 FT (5.8 M) S28W
 SX1651'OF RAILROAD MILEPOST 1630, 35 FT (10.7 M) SOUTH OF THE RAILROAD
 SX1651'TRACKS, AND 25.1 FT (7.7 M) N32E OF A POWER POLE.
 SX1651'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -782 T- RIVETED TO
 SX1651'THE TOP OF A 3.5 INCH DIAMETER IRON PIPE IMBEDDED IN THE GROUND, AND
 SX1651'PROJECTING 1.0 FT (0.3 M) ABOVE THE SURROUNDING GRAVEL SURFACE.
 SX1651'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1651'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0832 ***********************************************************************
 SW0832  DESIGNATION -  783.8
 SW0832  PID         -  SW0832
 SW0832  STATE/COUNTY-  WA/CHELAN
 SW0832  USGS QUAD   -  AZWELL (1987)
 SW0832
 SW0832                         *CURRENT SURVEY CONTROL
 SW0832  ___________________________________________________________________
 SW0832* NAD 83(1986)-  47 56 08.     (N)    119 52 36.     (W)     SCALED    
 SW0832* NAVD 88     -       238.69   (+/-2cm)     783.1    (feet)  VERTCON   
 SW0832  ___________________________________________________________________
 SW0832  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 SW0832
 SW0832  VERT ORDER  -  ? (See Below)
 SW0832
 SW0832.The horizontal coordinates were scaled from a topographic map and have
 SW0832.an estimated accuracy of +/- 6 seconds.
 SW0832
 SW0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0832.The vertical order pertains to the NGVD 29 superseded value.
 SW0832
 SW0832.The geoid height was determined by GEOID03.
 SW0832
 SW0832;                    North         East    Units  Estimated Accuracy
 SW0832;SPC WA N     -   104,460.      571,480.      MT  (+/- 180 meters Scaled)
 SW0832
 SW0832                          SUPERSEDED SURVEY CONTROL
 SW0832
 SW0832  NGVD 29 (??/??/92)  237.461  (m)          779.07   (f) ADJ UNCH    ?  
 SW0832
 SW0832.Superseded values are not recommended for survey control.
 SW0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0832.See file dsdata.txt to determine how the superseded data were derived.
 SW0832
 SW0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP851131(NAD 83)
 SW0832_MARKER: Z = SEE DESCRIPTION
 SW0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0832_SP_SET: RAIL
 SW0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0832
 SW0832  HISTORY     - Date     Condition        Report By
 SW0832  HISTORY     - UNK      MONUMENTED       USGS
 SW0832  HISTORY     - 1934     GOOD             NGS
 SW0832
 SW0832                          STATION DESCRIPTION
 SW0832
 SW0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0832'IN WELLS.
 SW0832'AT WELLS, CHELAN COUNTY, ABOUT 30-30 FOOT RAIL LENGTHS SOUTHWEST OF
 SW0832'THE GREAT NORTHERN RAILWAY STATION, OPPOSITE A SECTION HOUSE, ABOUT 50
 SW0832'FEET NORTHEAST OF A HOUSE AND ABOUT 28 FEET NORTHWEST OF THE CENTER OF
 SW0832'THE TRACK.  THE TOP OF A STEEL RAIL, PAINTED V.S.B.M. 783.8, AND
 SW0832'PROJECTING ABOUT 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0487 ***********************************************************************
 TP0487  DESIGNATION -  784.6 USGS
 TP0487  PID         -  TP0487
 TP0487  STATE/COUNTY-  WA/OKANOGAN
 TP0487  USGS QUAD   -  PATEROS (1992)
 TP0487
 TP0487                         *CURRENT SURVEY CONTROL
 TP0487  ___________________________________________________________________
 TP0487* NAD 83(1986)-  48 03 51.     (N)    119 52 37.     (W)     SCALED    
 TP0487* NAVD 88     -       238.916  (meters)     783.84   (feet)  ADJUSTED  
 TP0487  ___________________________________________________________________
 TP0487  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 TP0487  DYNAMIC HT  -         238.947 (meters)     783.95  (feet)  COMP
 TP0487  MODELED GRAV-     980,737.6   (mgal)                       NAVD 88
 TP0487
 TP0487  VERT ORDER  -  SECOND    CLASS 0
 TP0487
 TP0487.The horizontal coordinates were scaled from a topographic map and have
 TP0487.an estimated accuracy of +/- 6 seconds.
 TP0487
 TP0487.The orthometric height was determined by differential leveling
 TP0487.and adjusted by the National Geodetic Survey in June 1991..
 TP0487
 TP0487.The geoid height was determined by GEOID03.
 TP0487
 TP0487.The dynamic height is computed by dividing the NAVD 88
 TP0487.geopotential number by the normal gravity value computed on the
 TP0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0487.degrees latitude (g = 980.6199 gals.).
 TP0487
 TP0487.The modeled gravity was interpolated from observed gravity values.
 TP0487
 TP0487;                    North         East    Units  Estimated Accuracy
 TP0487;SPC WA N     -   118,760.      571,280.      MT  (+/- 180 meters Scaled)
 TP0487
 TP0487                          SUPERSEDED SURVEY CONTROL
 TP0487
 TP0487  NGVD 29 (??/??/92)  237.678  (m)          779.78   (f) ADJ UNCH    2 0
 TP0487
 TP0487.Superseded values are not recommended for survey control.
 TP0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0487.See file dsdata.txt to determine how the superseded data were derived.
 TP0487
 TP0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP856274(NAD 83)
 TP0487_MARKER: O = CHISELED CIRCLE
 TP0487_SETTING: 66 = SET IN ROCK OUTCROP
 TP0487_SP_SET: GRANITE OUTCROP
 TP0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0487+STABILITY: POSITION/ELEVATION WELL
 TP0487
 TP0487  HISTORY     - Date     Condition        Report By
 TP0487  HISTORY     - UNK      MONUMENTED       USGS
 TP0487  HISTORY     - 1959     GOOD             NGS
 TP0487  HISTORY     - 1960     GOOD             NGS
 TP0487  HISTORY     - 1982     MARK NOT FOUND   NGS
 TP0487
 TP0487                          STATION DESCRIPTION
 TP0487
 TP0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0487'1.2 MI NE FROM PATEROS.
 TP0487'1.2 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TP0487'AT PATEROS, 0.15 MILE NORTHEAST OF THE CROSSING OF A PRIVATE ROAD, AT
 TP0487'AN OUTCROP COVERED KNOLL, IN TOP OF A 6-BY 35-FOOT GRANITE OUTCROP
 TP0487'WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 52.7 FEET SOUTHEAST OF
 TP0487'THE SOUTHEAST RAIL, 56 FEET WEST-NORTHWEST OF A TELEPHONE POLE, AND
 TP0487'ABOUT LEVEL WITH THE TRACK.
 TP0487
 TP0487                          STATION RECOVERY (1960)
 TP0487
 TP0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 TP0487'RECOVERED IN GOOD CONDITION.
 TP0487
 TP0487                          STATION RECOVERY (1982)
 TP0487
 TP0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0487'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0646 ***********************************************************************
 SA0646  DESIGNATION -  785
 SA0646  PID         -  SA0646
 SA0646  STATE/COUNTY-  WA/FRANKLIN
 SA0646  USGS QUAD   -  CONNELL (1970)
 SA0646
 SA0646                         *CURRENT SURVEY CONTROL
 SA0646  ___________________________________________________________________
 SA0646* NAD 83(1986)-  46 38 36.     (N)    118 47 15.     (W)     SCALED    
 SA0646* NAVD 88     -       240.084  (meters)     787.68   (feet)  ADJUSTED  
 SA0646  ___________________________________________________________________
 SA0646  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 SA0646  DYNAMIC HT  -         240.090 (meters)     787.70  (feet)  COMP
 SA0646  MODELED GRAV-     980,634.9   (mgal)                       NAVD 88
 SA0646
 SA0646  VERT ORDER  -  SECOND    CLASS 0
 SA0646
 SA0646.The horizontal coordinates were scaled from a topographic map and have
 SA0646.an estimated accuracy of +/- 6 seconds.
 SA0646
 SA0646.The orthometric height was determined by differential leveling
 SA0646.and adjusted by the National Geodetic Survey in June 1991..
 SA0646
 SA0646.The geoid height was determined by GEOID03.
 SA0646
 SA0646.The dynamic height is computed by dividing the NAVD 88
 SA0646.geopotential number by the normal gravity value computed on the
 SA0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0646.degrees latitude (g = 980.6199 gals.).
 SA0646
 SA0646.The modeled gravity was interpolated from observed gravity values.
 SA0646
 SA0646;                    North         East    Units  Estimated Accuracy
 SA0646;SPC WA S     -   147,030.      631,090.      MT  (+/- 180 meters Scaled)
 SA0646
 SA0646                          SUPERSEDED SURVEY CONTROL
 SA0646
 SA0646  NGVD 29 (??/??/92)  239.012  (m)          784.16   (f) ADJ UNCH    2 0
 SA0646
 SA0646.Superseded values are not recommended for survey control.
 SA0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0646.See file dsdata.txt to determine how the superseded data were derived.
 SA0646
 SA0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM632670(NAD 83)
 SA0646_MARKER: P = PIPE CAP
 SA0646_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0646_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0646_STAMPING: 785 1916
 SA0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0646
 SA0646  HISTORY     - Date     Condition        Report By
 SA0646  HISTORY     - 1916     MONUMENTED       USGS
 SA0646  HISTORY     - 1934     GOOD             NGS
 SA0646
 SA0646                          STATION DESCRIPTION
 SA0646
 SA0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SA0646'4.0 MI E FROM CONNELL.
 SA0646'4.0 MILES EAST ALONG THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO.
 SA0646'TRACK FROM THE STATION AT CONNELL, FRANKLIN COUNTY, 3.0 MILES WEST OF
 SA0646'THE STATION SIGNBOARD AT SULPHUR, 14 RAILS EAST OF WOODEN TRESTLE
 SA0646'49.8, 78 FEET SOUTH OF MILEAGE 49, 47 FEET SOUTH OF THE TRACK, AND 1
 SA0646'FOOT NORTH OF A RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 SA0646'STANDARD CAP, STAMPED 785 1916 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 SA0646'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0317 ***********************************************************************
 RZ0317  DESIGNATION -  786.6
 RZ0317  PID         -  RZ0317
 RZ0317  STATE/COUNTY-  WA/ASOTIN
 RZ0317  USGS QUAD   -  CAPTAIN JOHN RAPIDS (1968)
 RZ0317
 RZ0317                         *CURRENT SURVEY CONTROL
 RZ0317  ___________________________________________________________________
 RZ0317* NAD 83(1986)-  46 14 18.     (N)    116 57 33.     (W)     SCALED    
 RZ0317* NAVD 88     -       240.640  (meters)     789.50   (feet)  ADJUSTED  
 RZ0317  ___________________________________________________________________
 RZ0317  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 RZ0317  DYNAMIC HT  -         240.617 (meters)     789.42  (feet)  COMP
 RZ0317  MODELED GRAV-     980,516.6   (mgal)                       NAVD 88
 RZ0317
 RZ0317  VERT ORDER  -  SECOND    CLASS 0
 RZ0317
 RZ0317.The horizontal coordinates were scaled from a topographic map and have
 RZ0317.an estimated accuracy of +/- 6 seconds.
 RZ0317
 RZ0317.The orthometric height was determined by differential leveling
 RZ0317.and adjusted by the National Geodetic Survey in June 1991..
 RZ0317
 RZ0317.The geoid height was determined by GEOID03.
 RZ0317
 RZ0317.The dynamic height is computed by dividing the NAVD 88
 RZ0317.geopotential number by the normal gravity value computed on the
 RZ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0317.degrees latitude (g = 980.6199 gals.).
 RZ0317
 RZ0317.The modeled gravity was interpolated from observed gravity values.
 RZ0317
 RZ0317;                    North         East    Units  Estimated Accuracy
 RZ0317;SPC WA S     -   106,720.      773,000.      MT  (+/- 180 meters Scaled)
 RZ0317
 RZ0317                          SUPERSEDED SURVEY CONTROL
 RZ0317
 RZ0317  NGVD 29 (??/??/92)  239.612  (m)          786.13   (f) ADJ UNCH    2 0
 RZ0317
 RZ0317.Superseded values are not recommended for survey control.
 RZ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0317.See file dsdata.txt to determine how the superseded data were derived.
 RZ0317
 RZ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM031205(NAD 83)
 RZ0317_MARKER: Q = CHISELED SQUARE
 RZ0317_SETTING: 80 = SET IN A BOULDER
 RZ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0317+STABILITY: SURFACE MOTION
 RZ0317
 RZ0317  HISTORY     - Date     Condition        Report By
 RZ0317  HISTORY     - UNK      MONUMENTED       USGS
 RZ0317  HISTORY     - 1946     GOOD             NGS
 RZ0317
 RZ0317                          STATION DESCRIPTION
 RZ0317
 RZ0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0317'9.7 MI S FROM ASOTIN.
 RZ0317'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0317'SNAKE RIVER, 9.7 MILES SOUTH OF THE COURT HOUSE AT ASOTIN, BETWEEN THE
 RZ0317'ROAD AND THE RIVER AND ON THE OUTSIDE OF A LONG CURVE, 0.15 MILE NORTH
 RZ0317'OF A CONCRETE CULVERT UNDER THE ROAD AT THE CROSSING OF A DEEP RAVINE,
 RZ0317'61.0 FEET NORTH OF AN 8-INCH HACKBERRY TREE, 23.5 FEET EAST OF CENTER
 RZ0317'OF THE ROAD, 3.0 FEET EAST OF CENTER OF A ROCK CAIRN, AN OUTLINED
 RZ0317'CHISELED SQUARE CUT ON TOP OF AN EMBEDDED BOULDER ABOUT 2 FEET BELOW
 RZ0317'THE ROAD, 786.6 PAINTED ON THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0315 ***********************************************************************
 RZ0315  DESIGNATION -  789.7
 RZ0315  PID         -  RZ0315
 RZ0315  STATE/COUNTY-  WA/ASOTIN
 RZ0315  USGS QUAD   -  CAPTAIN JOHN RAPIDS (1968)
 RZ0315
 RZ0315                         *CURRENT SURVEY CONTROL
 RZ0315  ___________________________________________________________________
 RZ0315* NAD 83(1986)-  46 12 44.     (N)    116 57 59.     (W)     SCALED    
 RZ0315* NAVD 88     -       241.591  (meters)     792.62   (feet)  ADJUSTED  
 RZ0315  ___________________________________________________________________
 RZ0315  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 RZ0315  DYNAMIC HT  -         241.567 (meters)     792.54  (feet)  COMP
 RZ0315  MODELED GRAV-     980,509.1   (mgal)                       NAVD 88
 RZ0315
 RZ0315  VERT ORDER  -  SECOND    CLASS 0
 RZ0315
 RZ0315.The horizontal coordinates were scaled from a topographic map and have
 RZ0315.an estimated accuracy of +/- 6 seconds.
 RZ0315
 RZ0315.The orthometric height was determined by differential leveling
 RZ0315.and adjusted by the National Geodetic Survey in June 1991..
 RZ0315
 RZ0315.The geoid height was determined by GEOID03.
 RZ0315
 RZ0315.The dynamic height is computed by dividing the NAVD 88
 RZ0315.geopotential number by the normal gravity value computed on the
 RZ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0315.degrees latitude (g = 980.6199 gals.).
 RZ0315
 RZ0315.The modeled gravity was interpolated from observed gravity values.
 RZ0315
 RZ0315;                    North         East    Units  Estimated Accuracy
 RZ0315;SPC WA S     -   103,800.      772,570.      MT  (+/- 180 meters Scaled)
 RZ0315
 RZ0315                          SUPERSEDED SURVEY CONTROL
 RZ0315
 RZ0315  NGVD 29 (??/??/92)  240.558  (m)          789.23   (f) ADJ UNCH    2 0
 RZ0315
 RZ0315.Superseded values are not recommended for survey control.
 RZ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0315.See file dsdata.txt to determine how the superseded data were derived.
 RZ0315
 RZ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM025176(NAD 83)
 RZ0315_MARKER: Q = CHISELED SQUARE
 RZ0315_SETTING: 80 = SET IN A BOULDER
 RZ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0315+STABILITY: SURFACE MOTION
 RZ0315
 RZ0315  HISTORY     - Date     Condition        Report By
 RZ0315  HISTORY     - UNK      MONUMENTED       CGS
 RZ0315  HISTORY     - 1946     GOOD             NGS
 RZ0315
 RZ0315                          STATION DESCRIPTION
 RZ0315
 RZ0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0315'11.6 MI S FROM ASOTIN.
 RZ0315'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0315'SNAKE RIVER, 0.7 MILE SOUTH OF A SMALL CORRUGATED SHEET IRON ELEVATOR
 RZ0315'BUILDING, 0.5 MILE NORTH OF CULVERT AT CROSSING OF COUSE CREEK, 0.1
 RZ0315'MILE NORTH OF AND ACROSS THE ROAD FROM A SMALL ABANDONED SCHOOL HOUSE,
 RZ0315'24.5 FEET EAST OF CENTER OF THE ROAD, 14.0 FEET WEST OF A TRIANGULAR
 RZ0315'BLAZE ON AN 18-INCH ALDER TREE (THE MOST NORTHERLY OF TWO BUSHY ALDER
 RZ0315'TREES), AN OUTLINED CHISELED SQUARE CUT ON THE HIGHEST POINT OF AN
 RZ0315'EMBEDDED BOULDER ABOUT THE SAME ELEVATION AS THE ROAD, 789.7 PAINTED
 RZ0315'ON THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0035 ***********************************************************************
 SX0035  DESIGNATION -  79 M
 SX0035  PID         -  SX0035
 SX0035  STATE/COUNTY-  WA/CHELAN
 SX0035  USGS QUAD   -  WINESAP (1987)
 SX0035
 SX0035                         *CURRENT SURVEY CONTROL
 SX0035  ___________________________________________________________________
 SX0035* NAD 83(1986)-  47 45 54.     (N)    120 10 55.     (W)     SCALED    
 SX0035* NAVD 88     -       218.290  (meters)     716.17   (feet)  ADJUSTED  
 SX0035  ___________________________________________________________________
 SX0035  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 SX0035  DYNAMIC HT  -         218.316 (meters)     716.26  (feet)  COMP
 SX0035  MODELED GRAV-     980,731.9   (mgal)                       NAVD 88
 SX0035
 SX0035  VERT ORDER  -  FIRST     CLASS II
 SX0035
 SX0035.The horizontal coordinates were scaled from a topographic map and have
 SX0035.an estimated accuracy of +/- 6 seconds.
 SX0035
 SX0035.The orthometric height was determined by differential leveling
 SX0035.and adjusted by the National Geodetic Survey in June 1991..
 SX0035
 SX0035.The geoid height was determined by GEOID03.
 SX0035
 SX0035.The dynamic height is computed by dividing the NAVD 88
 SX0035.geopotential number by the normal gravity value computed on the
 SX0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0035.degrees latitude (g = 980.6199 gals.).
 SX0035
 SX0035.The modeled gravity was interpolated from observed gravity values.
 SX0035
 SX0035;                    North         East    Units  Estimated Accuracy
 SX0035;SPC WA N     -    85,260.      548,830.      MT  (+/- 180 meters Scaled)
 SX0035
 SX0035                          SUPERSEDED SURVEY CONTROL
 SX0035
 SX0035  NGVD 29 (??/??/92)  217.10   (m)          712.3    (f) COMPUTED    1 2
 SX0035
 SX0035.Superseded values are not recommended for survey control.
 SX0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0035.See file dsdata.txt to determine how the superseded data were derived.
 SX0035
 SX0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT111940(NAD 83)
 SX0035_MARKER: DD = SURVEY DISK
 SX0035_SETTING: 66 = SET IN ROCK OUTCROP
 SX0035_SP_SET: ROCK OUTCROP
 SX0035_STAMPING: TT 79 M 1929
 SX0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0035+STABILITY: POSITION/ELEVATION WELL
 SX0035
 SX0035  HISTORY     - Date     Condition        Report By
 SX0035  HISTORY     - 1929     MONUMENTED       USGS
 SX0035  HISTORY     - 1934     GOOD             NGS
 SX0035
 SX0035                          STATION DESCRIPTION
 SX0035
 SX0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0035'1 MI NE FROM WINESAP.
 SX0035'ABOUT 1 MILE NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SX0035'STATION SIGNPOST AT WINESAP CHELAN COUNTY, ABOUT 54-30 FOOT RAIL
 SX0035'LENGTHS WEST OF THE WEST END OF WOODEN TRESTLE 27.3, ABOUT 34-30 FOOT
 SX0035'RAIL LENGTHS WEST OF U.S. HIGHWAY 97 RAILROAD CROSSING, AND ABOUT 30
 SX0035'FEET NORTH OF THE CENTER OF THE TRACK, IN THE TOP OF A FLAT GRANITE
 SX0035'ROCK, 10 FEET LONG AND 6 FEET WIDE, AND PROJECTING ABOUT 6 FEET ABOVE
 SX0035'THE GROUND ON ITS LOWER SIDE AND PAINTED U.S.B.M. 713.6.  A UNITED
 SX0035'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 79 M 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0037 ***********************************************************************
 SX0037  DESIGNATION -  79 M RM
 SX0037  PID         -  SX0037
 SX0037  STATE/COUNTY-  WA/CHELAN
 SX0037  USGS QUAD   -  WINESAP (1987)
 SX0037
 SX0037                         *CURRENT SURVEY CONTROL
 SX0037  ___________________________________________________________________
 SX0037* NAD 83(1986)-  47 45 54.     (N)    120 10 55.     (W)     SCALED    
 SX0037* NAVD 88     -       217.02   (+/-2cm)     712.0    (feet)  VERTCON   
 SX0037  ___________________________________________________________________
 SX0037  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 SX0037
 SX0037  VERT ORDER  -  ? (See Below)
 SX0037
 SX0037.The horizontal coordinates were scaled from a topographic map and have
 SX0037.an estimated accuracy of +/- 6 seconds.
 SX0037
 SX0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0037.The vertical order pertains to the NGVD 29 superseded value.
 SX0037
 SX0037.The geoid height was determined by GEOID03.
 SX0037
 SX0037;                    North         East    Units  Estimated Accuracy
 SX0037;SPC WA N     -    85,260.      548,830.      MT  (+/- 180 meters Scaled)
 SX0037
 SX0037                          SUPERSEDED SURVEY CONTROL
 SX0037
 SX0037  NGVD 29 (??/??/92)  215.837  (m)          708.13   (f) ADJ UNCH    ?  
 SX0037
 SX0037.Superseded values are not recommended for survey control.
 SX0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0037.See file dsdata.txt to determine how the superseded data were derived.
 SX0037
 SX0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT111940(NAD 83)
 SX0037_MARKER: DD = SURVEY DISK
 SX0037_SETTING: 66 = SET IN ROCK OUTCROP
 SX0037_SP_SET: ROCK OUTCROP
 SX0037_STAMPING: TT 79 M 1929
 SX0037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0037+STABILITY: POSITION/ELEVATION WELL
 SX0037
 SX0037  HISTORY     - Date     Condition        Report By
 SX0037  HISTORY     - 1929     MONUMENTED       USGS
 SX0037  HISTORY     - 1934     GOOD             NGS
 SX0037
 SX0037                          STATION DESCRIPTION
 SX0037
 SX0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0037'IN WINESAP.
 SX0037'ABOUT 1 MILE NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SX0037'STATION SIGNPOST AT WINESAP, CHELAN CO., ABOUT 54 1/2-30 FOOT RAIL
 SX0037'LENGTHS WEST OF THE WEST END OF WOODEN TRESTLE 27.3, ABOUT 34 1/2-30
 SX0037'FOOT RAIL LENGTHS WEST OF US HIGHWAY 97 RAILROAD CROSSING, ABOUT 15
 SX0037'FEET NORTH OF THE CENTER OF THE TRACK AND ABOUT 16 FEET SOUTH OF BM 79
 SX0037'M STAMPED TT 79 M 1929 ON THE TOP OF A FLAT GRANITE ROCK PAINTED RP
 SX0037'ABOUT 6 FEET SQUARE AND PROJECTING ABOUT 3 FEET ABOVE THE GROUND. A
 SX0037'CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0312 ***********************************************************************
 RZ0312  DESIGNATION -  791.6
 RZ0312  PID         -  RZ0312
 RZ0312  STATE/COUNTY-  WA/ASOTIN
 RZ0312  USGS QUAD   -  CAPTAIN JOHN RAPIDS (1968)
 RZ0312
 RZ0312                         *CURRENT SURVEY CONTROL
 RZ0312  ___________________________________________________________________
 RZ0312* NAD 83(1986)-  46 11 36.     (N)    116 57 15.     (W)     SCALED    
 RZ0312* NAVD 88     -       242.153  (meters)     794.46   (feet)  ADJUSTED  
 RZ0312  ___________________________________________________________________
 RZ0312  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 RZ0312  DYNAMIC HT  -         242.128 (meters)     794.38  (feet)  COMP
 RZ0312  MODELED GRAV-     980,511.8   (mgal)                       NAVD 88
 RZ0312
 RZ0312  VERT ORDER  -  SECOND    CLASS 0
 RZ0312
 RZ0312.The horizontal coordinates were scaled from a topographic map and have
 RZ0312.an estimated accuracy of +/- 6 seconds.
 RZ0312
 RZ0312.The orthometric height was determined by differential leveling
 RZ0312.and adjusted by the National Geodetic Survey in June 1991..
 RZ0312
 RZ0312.The geoid height was determined by GEOID03.
 RZ0312
 RZ0312.The dynamic height is computed by dividing the NAVD 88
 RZ0312.geopotential number by the normal gravity value computed on the
 RZ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0312.degrees latitude (g = 980.6199 gals.).
 RZ0312
 RZ0312.The modeled gravity was interpolated from observed gravity values.
 RZ0312
 RZ0312;                    North         East    Units  Estimated Accuracy
 RZ0312;SPC WA S     -   101,740.      773,610.      MT  (+/- 180 meters Scaled)
 RZ0312
 RZ0312                          SUPERSEDED SURVEY CONTROL
 RZ0312
 RZ0312  NGVD 29 (??/??/92)  241.118  (m)          791.07   (f) ADJ UNCH    2 0
 RZ0312
 RZ0312.Superseded values are not recommended for survey control.
 RZ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0312.See file dsdata.txt to determine how the superseded data were derived.
 RZ0312
 RZ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM035155(NAD 83)
 RZ0312_MARKER: N = NAIL
 RZ0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0312_SP_SET: TREE
 RZ0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0312
 RZ0312  HISTORY     - Date     Condition        Report By
 RZ0312  HISTORY     - UNK      MONUMENTED       USGS
 RZ0312  HISTORY     - 1946     GOOD             NGS
 RZ0312
 RZ0312                          STATION DESCRIPTION
 RZ0312
 RZ0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0312'13.2 MI S FROM ASOTIN.
 RZ0312'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0312'SNAKE RIVER, 13.2 MILES SOUTH OF THE COURT HOUSE AT ASOTIN, ABOUT
 RZ0312'MIDWAY OF A DOUBLE TURN IN THE ROAD, 31.0 FEET NORTH OF CENTER OF THE
 RZ0312'ROAD, U.S. GEOLOGICAL SURVEY COPPER NAIL AND WASHER DRIVEN INTO A
 RZ0312'NOTCH CUT IN THE MOST SOUTHERLY ROOT OF A LONE AND VERY PROMINENT
 RZ0312'5-FOOT POPLAR TREE, ABOUT 7 FEET BELOW THE ROAD AND 0.5 FOOT ABOVE THE
 RZ0312'TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1726 ***********************************************************************
 SA1726  DESIGNATION -  792
 SA1726  PID         -  SA1726
 SA1726  STATE/COUNTY-  WA/BENTON
 SA1726  USGS QUAD   -  RIVERLAND (1986)
 SA1726
 SA1726                         *CURRENT SURVEY CONTROL
 SA1726  ___________________________________________________________________
 SA1726* NAD 83(1986)-  46 33 55.     (N)    119 39 50.     (W)     SCALED    
 SA1726* NAVD 88     -       242.87   (+/-2cm)     796.8    (feet)  VERTCON   
 SA1726  ___________________________________________________________________
 SA1726  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA1726
 SA1726  VERT ORDER  -  ? (See Below)
 SA1726
 SA1726.The horizontal coordinates were scaled from a topographic map and have
 SA1726.an estimated accuracy of +/- 6 seconds.
 SA1726
 SA1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1726.The vertical order pertains to the NGVD 29 superseded value.
 SA1726
 SA1726.The geoid height was determined by GEOID03.
 SA1726
 SA1726;                    North         East    Units  Estimated Accuracy
 SA1726;SPC WA S     -   137,270.      564,100.      MT  (+/- 180 meters Scaled)
 SA1726
 SA1726                          SUPERSEDED SURVEY CONTROL
 SA1726
 SA1726  NGVD 29 (??/??/92)  241.804  (m)          793.32   (f) ADJ UNCH    ?  
 SA1726
 SA1726.Superseded values are not recommended for survey control.
 SA1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1726.See file dsdata.txt to determine how the superseded data were derived.
 SA1726
 SA1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM958603(NAD 83)
 SA1726_MARKER: Z = SEE DESCRIPTION
 SA1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1726+STABILITY: SURFACE MOTION
 SA1726
 SA1726  HISTORY     - Date     Condition        Report By
 SA1726  HISTORY     - UNK      MONUMENTED       USGS
 SA1726  HISTORY     - 1949     GOOD             NGS
 SA1726  HISTORY     - 1965     MARK NOT FOUND   USGS
 SA1726
 SA1726                          STATION DESCRIPTION
 SA1726
 SA1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1726'4.9 MI N FROM BENSON RANCH.
 SA1726'4.9 MILES NORTH ALONG A GRADED ROAD FROM BENSON RANCH, 0.8 MILE SOUTH
 SA1726'OF THE JUNCTION OF STATE HIGHWAY 11A, 0.3 MILE NORTH OF THE JUNCTION
 SA1726'OF A GRADED ROAD LEADING WEST, ON TOP OF A HILL, IN THE APPROXIMATE
 SA1726'CENTER OF A DIM TRACK ROAD, 23.9 FEET NORTHEAST OF BM F 322, 22 FEET
 SA1726'WEST OF THE CENTER LINE OF THE ROAD, 5.6 FEET EAST OF A WITNESS POST,
 SA1726'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SA1726'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SA1726
 SA1726                          STATION RECOVERY (1965)
 SA1726
 SA1726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA1726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0396 ***********************************************************************
 SA0396  DESIGNATION -  795
 SA0396  PID         -  SA0396
 SA0396  STATE/COUNTY-  WA/FRANKLIN
 SA0396  USGS QUAD   -  LEVEY (1991)
 SA0396
 SA0396                         *CURRENT SURVEY CONTROL
 SA0396  ___________________________________________________________________
 SA0396* NAD 83(1986)-  46 19 37.     (N)    118 49 38.     (W)     SCALED    
 SA0396* NAVD 88     -       243.222  (meters)     797.97   (feet)  ADJUSTED  
 SA0396  ___________________________________________________________________
 SA0396  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SA0396  DYNAMIC HT  -         243.223 (meters)     797.97  (feet)  COMP
 SA0396  MODELED GRAV-     980,614.8   (mgal)                       NAVD 88
 SA0396
 SA0396  VERT ORDER  -  SECOND    CLASS 0
 SA0396
 SA0396.The horizontal coordinates were scaled from a topographic map and have
 SA0396.an estimated accuracy of +/- 6 seconds.
 SA0396
 SA0396.The orthometric height was determined by differential leveling
 SA0396.and adjusted by the National Geodetic Survey in June 1991..
 SA0396
 SA0396.The geoid height was determined by GEOID03.
 SA0396
 SA0396.The dynamic height is computed by dividing the NAVD 88
 SA0396.geopotential number by the normal gravity value computed on the
 SA0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0396.degrees latitude (g = 980.6199 gals.).
 SA0396
 SA0396.The modeled gravity was interpolated from observed gravity values.
 SA0396
 SA0396;                    North         East    Units  Estimated Accuracy
 SA0396;SPC WA S     -   111,810.      628,790.      MT  (+/- 180 meters Scaled)
 SA0396
 SA0396                          SUPERSEDED SURVEY CONTROL
 SA0396
 SA0396  NGVD 29 (??/??/92)  242.202  (m)          794.62   (f) ADJ UNCH    2 0
 SA0396
 SA0396.Superseded values are not recommended for survey control.
 SA0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0396.See file dsdata.txt to determine how the superseded data were derived.
 SA0396
 SA0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM593319(NAD 83)
 SA0396_MARKER: DB = BENCH MARK DISK
 SA0396_SETTING: 0 = UNSPECIFIED SETTING
 SA0396_STAMPING: 795 - 9- 30- 1904 T
 SA0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0396
 SA0396  HISTORY     - Date     Condition        Report By
 SA0396  HISTORY     - 1904     MONUMENTED       USGS
 SA0396  HISTORY     - 1934     GOOD             NGS
 SA0396  HISTORY     - 1946     GOOD             NGS
 SA0396
 SA0396                          STATION DESCRIPTION
 SA0396
 SA0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SA0396'16.7 MI NE FROM PASCO.
 SA0396'16.7 MI. N. E. ALONG PASCO-KAHLOTUS HIGHWAY FROM POST OFFICE.  ALONG
 SA0396'THE RIGHT OF WAY OF THE PASCO-KAHLOTUS HIGHWAY.  4.8 MILES WEST OF
 SA0396'PAGE POST OFFICE, 1 MILE SOUTH OF JUNCTION OF ROAD TO PAGE, 0.7 MILE
 SA0396'NORTH OF SCHOOL HOUSE ON WEST SIDE OF HIGHWAY, 72 FEET WEST FROM ROUND
 SA0396'STEEL STORAGE TOWER, 42 FEET WEST OF CENTER LINE OF HIGHWAY, 12 FEET
 SA0396'WEST FROM CORNER OF (T) FENCE.
 SA0396
 SA0396                          STATION RECOVERY (1946)
 SA0396
 SA0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 SA0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0056 ***********************************************************************
 SX0056  DESIGNATION -  796 T
 SX0056  PID         -  SX0056
 SX0056  STATE/COUNTY-  WA/CHELAN
 SX0056  USGS QUAD   -  CASHMERE (1987)
 SX0056
 SX0056                         *CURRENT SURVEY CONTROL
 SX0056  ___________________________________________________________________
 SX0056* NAD 83(1986)-  47 31 12.     (N)    120 28 11.     (W)     SCALED    
 SX0056* NAVD 88     -       243.833  (meters)     799.98   (feet)  ADJUSTED  
 SX0056  ___________________________________________________________________
 SX0056  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 SX0056  DYNAMIC HT  -         243.854 (meters)     800.04  (feet)  COMP
 SX0056  MODELED GRAV-     980,694.8   (mgal)                       NAVD 88
 SX0056
 SX0056  VERT ORDER  -  FIRST     CLASS II
 SX0056
 SX0056.The horizontal coordinates were scaled from a topographic map and have
 SX0056.an estimated accuracy of +/- 6 seconds.
 SX0056
 SX0056.The orthometric height was determined by differential leveling
 SX0056.and adjusted by the National Geodetic Survey in June 1991..
 SX0056.WARNING-Repeat measurements at this control monument indicate possible
 SX0056.vertical movement.
 SX0056
 SX0056.The geoid height was determined by GEOID03.
 SX0056
 SX0056.The dynamic height is computed by dividing the NAVD 88
 SX0056.geopotential number by the normal gravity value computed on the
 SX0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0056.degrees latitude (g = 980.6199 gals.).
 SX0056
 SX0056.The modeled gravity was interpolated from observed gravity values.
 SX0056
 SX0056;                    North         East    Units  Estimated Accuracy
 SX0056;SPC WA N     -    57,880.      527,390.      MT  (+/- 180 meters Scaled)
 SX0056
 SX0056                          SUPERSEDED SURVEY CONTROL
 SX0056
 SX0056  NGVD 29 (??/??/92)  242.689  (m)          796.22   (f) ADJ UNCH    1 2
 SX0056
 SX0056.Superseded values are not recommended for survey control.
 SX0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0056.See file dsdata.txt to determine how the superseded data were derived.
 SX0056
 SX0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT904660(NAD 83)
 SX0056_MARKER: P = PIPE CAP
 SX0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0056_SP_SET: SIDEWALK
 SX0056_STAMPING: 796 T
 SX0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0056
 SX0056  HISTORY     - Date     Condition        Report By
 SX0056  HISTORY     - UNK      MONUMENTED       USGS
 SX0056  HISTORY     - 1961     GOOD             NGS
 SX0056  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0056
 SX0056                          STATION DESCRIPTION
 SX0056
 SX0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SX0056'IN CASHMERE.
 SX0056'AT CASHMERE, CHELAN COUNTY, ON THE GREAT NORTHERN RAILWAY, 38 YARDS
 SX0056'SOUTH OF THE CROSSING OF DIVISION STREET 28 FEET NORTHEAST OF THE
 SX0056'NORTHEAST CORNER OF A SERVICE STATION (TEXACO IN 1947), 10.5 FEET
 SX0056'SOUTHEAST OF A FIREPLUG, 9.8 FEET WEST OF THE WEST CURB OF DIVISION
 SX0056'STREET, AND AT THE WEST SIDE OF THE CONCRETE SIDEWALK.  A UNITED
 SX0056'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 796 T AND RIVETED ON
 SX0056'THE TOP OF A 3-1/2-INCH IRON PIPE.
 SX0056
 SX0056                          STATION RECOVERY (1982)
 SX0056
 SX0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0056'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0480 ***********************************************************************
 TP0480  DESIGNATION -  796.7
 TP0480  PID         -  TP0480
 TP0480  STATE/COUNTY-  WA/OKANOGAN
 TP0480  USGS QUAD   -  PATEROS (1992)
 TP0480
 TP0480                         *CURRENT SURVEY CONTROL
 TP0480  ___________________________________________________________________
 TP0480* NAD 83(1986)-  48 01 47.     (N)    119 53 02.     (W)     SCALED    
 TP0480* NAVD 88     -       242.63   (+/-2cm)     796.0    (feet)  VERTCON   
 TP0480  ___________________________________________________________________
 TP0480  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 TP0480
 TP0480  VERT ORDER  -  ? (See Below)
 TP0480
 TP0480.The horizontal coordinates were scaled from a topographic map and have
 TP0480.an estimated accuracy of +/- 6 seconds.
 TP0480
 TP0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0480.The vertical order pertains to the NGVD 29 superseded value.
 TP0480
 TP0480.The geoid height was determined by GEOID03.
 TP0480
 TP0480;                    North         East    Units  Estimated Accuracy
 TP0480;SPC WA N     -   114,920.      570,810.      MT  (+/- 180 meters Scaled)
 TP0480
 TP0480                          SUPERSEDED SURVEY CONTROL
 TP0480
 TP0480  NGVD 29 (??/??/92)  241.401  (m)          792.00   (f) ADJ UNCH    ?  
 TP0480
 TP0480.Superseded values are not recommended for survey control.
 TP0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0480.See file dsdata.txt to determine how the superseded data were derived.
 TP0480
 TP0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP850236(NAD 83)
 TP0480_MARKER: O = CHISELED CIRCLE
 TP0480_SETTING: 80 = SET IN A BOULDER
 TP0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0480+STABILITY: SURFACE MOTION
 TP0480
 TP0480  HISTORY     - Date     Condition        Report By
 TP0480  HISTORY     - UNK      MONUMENTED       USGS
 TP0480  HISTORY     - 1934     GOOD             NGS
 TP0480  HISTORY     - 1960     GOOD             NGS
 TP0480
 TP0480                          STATION DESCRIPTION
 TP0480
 TP0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TP0480'2.3 MI S FROM PATEROS.
 TP0480'2.3 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TP0480'PATEROS, OKANOGAN COUNTY, 34-1/2 RAILS SOUTH OF MILEAGE POST 56.70,
 TP0480'325 FEET NORTH OF A ROAD CROSSING, 30 FEET EAST OF THE CENTERLINE OF
 TP0480'THE TRACK, 10 FEET WEST OF THE RIGHT-OF-WAY FENCE, 12 FEET NORTHWEST
 TP0480'OF A TELEPHONE POLE, AND ON THE TOP OF A 4-FOOT GRANITE BOULDER
 TP0480'PROJECTING ABOUT 1-1/4 FEET ABOVE THE GROUND.  A CHISELED CIRCLE.
 TP0480
 TP0480                          STATION RECOVERY (1960)
 TP0480
 TP0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 TP0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0760 ***********************************************************************
 TO0760  DESIGNATION -  79C084
 TO0760  PID         -  TO0760
 TO0760  STATE/COUNTY-  WA/PEND OREILLE
 TO0760  USGS QUAD   -  
 TO0760
 TO0760                         *CURRENT SURVEY CONTROL
 TO0760  ___________________________________________________________________
 TO0760* NAD 83(1986)-  49 00 01.     (N)    117 17 59.     (W)     SCALED    
 TO0760* NAVD 88     -       781.280  (meters)    2563.25   (feet)  ADJUSTED  
 TO0760  ___________________________________________________________________
 TO0760  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 TO0760  DYNAMIC HT  -         781.365 (meters)    2563.53  (feet)  COMP
 TO0760  MODELED GRAV-     980,693.7   (mgal)                       NAVD 88
 TO0760
 TO0760  VERT ORDER  -  FIRST     CLASS II
 TO0760
 TO0760.The horizontal coordinates were scaled from a topographic map and have
 TO0760.an estimated accuracy of +/- 6 seconds.
 TO0760
 TO0760.The orthometric height was determined by differential leveling
 TO0760.and adjusted by the National Geodetic Survey in June 1991..
 TO0760
 TO0760.The geoid height was determined by GEOID03.
 TO0760
 TO0760.The dynamic height is computed by dividing the NAVD 88
 TO0760.geopotential number by the normal gravity value computed on the
 TO0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0760.degrees latitude (g = 980.6199 gals.).
 TO0760
 TO0760.The modeled gravity was interpolated from observed gravity values.
 TO0760
 TO0760;                    North         East    Units  Estimated Accuracy
 TO0760;SPC WA N     -   228,350.      758,480.      MT  (+/- 180 meters Scaled)
 TO0760
 TO0760                          SUPERSEDED SURVEY CONTROL
 TO0760
 TO0760.No superseded survey control is available for this station.
 TO0760
 TO0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ780275(NAD 83)
 TO0760_MARKER: I = METAL ROD
 TO0760_SETTING: 58 = GALVANIZED STEEL ROD IN SLEEVE (10 FT.+)
 TO0760_SP_SET: GALVANIZED STEEL ROD IN SLEEVE
 TO0760_MARK LOGO: GSC   
 TO0760_PROJECTION: FLUSH
 TO0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0760+STABILITY: POSITION/ELEVATION WELL
 TO0760_ROD/PIPE-DEPTH: 17.7 meters
 TO0760_SLEEVE-DEPTH  : 17.1 meters
 TO0760
 TO0760  HISTORY     - Date     Condition        Report By
 TO0760  HISTORY     - 1979     MONUMENTED       GSC
 TO0760  HISTORY     - 1980     GOOD             NGS
 TO0760  HISTORY     - 20060719 MARK NOT FOUND   WADNR
 TO0760
 TO0760                          STATION DESCRIPTION
 TO0760
 TO0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0760'IN NELWAY.
 TO0760'SET AT THE CANADIAN CUSTOMS WAREHOUSE IN NELWAY, AT THE U.S.-CANADA
 TO0760'BORDER, 43.2 METERS (142 FEET) NORTH OF THE INTERNATIONAL BOUNDARY
 TO0760'MARKER NUMBER 188-A, 39.6 METERS (130 FEET) NORTH OF BENCH MARK R 55,
 TO0760'26.8 METERS (88.0 FEET) WEST OF THE CENTERLINE OF BRITISH COLUMBIA
 TO0760'PROVINCIAL HIGHWAY 6, 1.7 METERS (5.5 FEET) SOUTHWEST OF THE
 TO0760'SOUTHEAST CORNER OF THE WAREHOUSE, THIS MARK IS AN INTERNATIONAL
 TO0760'BORDER TIE MARK. THE DATUM POINT IS ACCESSED THROUGH A CASTIRON
 TO0760'MANHOLE COVER.
 TO0760'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TO0760'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TO0760
 TO0760                          STATION RECOVERY (2006)
 TO0760
 TO0760'RECOVERY NOTE BY WA DEPT OF NAT RES 2006 (DLS)
 TO0760'THERE HAS BEEN NEW ROAD CONSTRUCTION, BUILDING CONSTRUCTION, AND
 TO0760'REMOVAL OF A PREVIOUSLY DESCRIBED WAREHOUSE BUILDING.  INTERNATIONAL
 TO0760'BOUNDARY MONUMENT 188-A HAS BEEN REMOVED AND A NEW MONUMENT PLACED (NO
 TO0760'188A-99) AT LAT 49 00 00.0 N LONG 117 18 00.6 W.  FOUND INTERNATIONAL
 TO0760'BOUNDARY MONUMENT 188-B AT LAT 49 00 00.0 N LONG 117 17 58.1 W AND
 TO0760'USGS BC R55-1930 NEARBY.  THE MONUMENT VICINITY MAY
 TO0760'HAVE BEEN FILLED AND THE MONUMENT MAY BE FOUND WITH A METAL LOCATOR,
 TO0760'WHICH I DIDN'T HAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0896 ***********************************************************************
 TP0896  DESIGNATION -  79C443
 TP0896  PID         -  TP0896
 TP0896  STATE/COUNTY-  WA/OKANOGAN
 TP0896  USGS QUAD   -  
 TP0896
 TP0896                         *CURRENT SURVEY CONTROL
 TP0896  ___________________________________________________________________
 TP0896* NAD 83(1986)-  49 00 01.     (N)    119 27 44.     (W)     SCALED    
 TP0896* NAVD 88     -       303.744  (meters)     996.53   (feet)  ADJUSTED  
 TP0896  ___________________________________________________________________
 TP0896  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 TP0896  DYNAMIC HT  -         303.800 (meters)     996.72  (feet)  COMP
 TP0896  MODELED GRAV-     980,789.3   (mgal)                       NAVD 88
 TP0896
 TP0896  VERT ORDER  -  FIRST     CLASS II
 TP0896
 TP0896.The horizontal coordinates were scaled from a topographic map and have
 TP0896.an estimated accuracy of +/- 6 seconds.
 TP0896
 TP0896.The orthometric height was determined by differential leveling
 TP0896.and adjusted by the National Geodetic Survey in June 1991..
 TP0896
 TP0896.The geoid height was determined by GEOID03.
 TP0896
 TP0896.The dynamic height is computed by dividing the NAVD 88
 TP0896.geopotential number by the normal gravity value computed on the
 TP0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0896.degrees latitude (g = 980.6199 gals.).
 TP0896
 TP0896.The modeled gravity was interpolated from observed gravity values.
 TP0896
 TP0896;                    North         East    Units  Estimated Accuracy
 TP0896;SPC WA N     -   223,300.      600,330.      MT  (+/- 180 meters Scaled)
 TP0896
 TP0896                          SUPERSEDED SURVEY CONTROL
 TP0896
 TP0896.No superseded survey control is available for this station.
 TP0896
 TP0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ199304(NAD 83)
 TP0896_MARKER: I = METAL ROD
 TP0896_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TP0896_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TP0896_STAMPING: 79 C 443
 TP0896_MARK LOGO: GSC   
 TP0896_PROJECTION: RECESSED 20 CENTIMETERS
 TP0896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0896+STABILITY: POSITION/ELEVATION WELL
 TP0896
 TP0896  HISTORY     - Date     Condition        Report By
 TP0896  HISTORY     - 1979     MONUMENTED       GSC
 TP0896  HISTORY     - 1982     GOOD             NGS
 TP0896
 TP0896                          STATION DESCRIPTION
 TP0896
 TP0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TP0896'7.4 KM (4.6 MI) NORTH FROM OROVILLE.
 TP0896'7.4 KM (4.6 MI) NORTH ALONG US HIGHWAY 97 FROM THE BURLINGTON NORTHERN
 TP0896'RAILROAD STATION IN OROVILLE, ACROSS THE HIGHWAY FROM THE US BORDER
 TP0896'CUSTOMS STATION, 15.2 METERS (50 FT) EAST OF THE CENTERLINE OF THE
 TP0896'HIGHWAY, 6.8 METERS (22.3 FT) NORTHEAST OF BORDER MONUMENT 116 B,
 TP0896'1.5 METERS (4.9 FT) NORTH OF THE NORTH FACE OF THE LIONS INTERNATIONAL
 TP0896'FRIENDSHIP MONUMENT, 1.2 METERS (3.9 FT) SOUTH OF THE EDGE OF A CURB,
 TP0896'ACCESS HAD THROUGH A 12-INCH GREEN COVER WHICH IS STAMPED 79 C 443,
 TP0896'AND IT IS FLUSH WITH THE GROUND, THE DEPTH OF THE ROD IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0436 ***********************************************************************
 TR0436  DESIGNATION -  8
 TR0436  PID         -  TR0436
 TR0436  STATE/COUNTY-  WA/ISLAND
 TR0436  USGS QUAD   -  OAK HARBOR (1973)
 TR0436
 TR0436                         *CURRENT SURVEY CONTROL
 TR0436  ___________________________________________________________________
 TR0436* NAD 83(1986)-  48 17 13.     (N)    122 37 44.     (W)     SCALED    
 TR0436* NAVD 88     -         6.384  (meters)      20.94   (feet)  ADJUSTED  
 TR0436  ___________________________________________________________________
 TR0436  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 TR0436  DYNAMIC HT  -           6.386 (meters)      20.95  (feet)  COMP
 TR0436  MODELED GRAV-     980,839.8   (mgal)                       NAVD 88
 TR0436
 TR0436  VERT ORDER  -  FIRST     CLASS II
 TR0436
 TR0436.This mark is at Oak Harbor Air Park  (76S)
 TR0436
 TR0436.The horizontal coordinates were scaled from a topographic map and have
 TR0436.an estimated accuracy of +/- 6 seconds.
 TR0436
 TR0436.The orthometric height was determined by differential leveling
 TR0436.and adjusted by the National Geodetic Survey in June 1991..
 TR0436
 TR0436.The geoid height was determined by GEOID03.
 TR0436
 TR0436.The dynamic height is computed by dividing the NAVD 88
 TR0436.geopotential number by the normal gravity value computed on the
 TR0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0436.degrees latitude (g = 980.6199 gals.).
 TR0436
 TR0436.The modeled gravity was interpolated from observed gravity values.
 TR0436
 TR0436;                    North         East    Units  Estimated Accuracy
 TR0436;SPC WA N     -   144,640.      366,770.      MT  (+/- 180 meters Scaled)
 TR0436
 TR0436                          SUPERSEDED SURVEY CONTROL
 TR0436
 TR0436  NGVD 29 (??/??/92)    5.240  (m)           17.19   (f) ADJ UNCH    1 2
 TR0436
 TR0436.Superseded values are not recommended for survey control.
 TR0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0436.See file dsdata.txt to determine how the superseded data were derived.
 TR0436
 TR0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU275482(NAD 83)
 TR0436_MARKER: DD = SURVEY DISK
 TR0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0436_STAMPING: 8
 TR0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0436+STABILITY: SURFACE MOTION
 TR0436
 TR0436  HISTORY     - Date     Condition        Report By
 TR0436  HISTORY     - UNK      MONUMENTED       DOD
 TR0436  HISTORY     - 1952     GOOD             NGS
 TR0436
 TR0436                          STATION DESCRIPTION
 TR0436
 TR0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0436'0.95 MI E FROM OAK HARBOR.
 TR0436'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0436'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0436'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, AT THE INTERSECTION OF
 TR0436'CORAL SEA AVENUE, 207.0 FEET WEST OF THE NORTHWEST CORNER OF A HANGAR
 TR0436'(BLDG. NO. 28), 48.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 TR0436'CONCRETE APRON, 40 FEET SOUTH OF THE CENTER LINE OF MAUI AVENUE, 32
 TR0436'FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING EAST TO THE
 TR0436'CONCRETE APRON AND A PARKING LOT, ON THE CENTER LINE OF CORAL SEA
 TR0436'AVENUE, FLUSH WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3980 ***********************************************************************
 SY3980  DESIGNATION -  8
 SY3980  PID         -  SY3980
 SY3980  STATE/COUNTY-  WA/KING
 SY3980  USGS QUAD   -  
 SY3980
 SY3980                         *CURRENT SURVEY CONTROL
 SY3980  ___________________________________________________________________
 SY3980* NAD 83(1991)-  47 44 51.25778(N)    122 21 24.06017(W)     ADJUSTED  
 SY3980* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 SY3980  ___________________________________________________________________
 SY3980  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 SY3980  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SY3980
 SY3980  HORZ ORDER  -  THIRD
 SY3980
 SY3980.The horizontal coordinates were established by classical geodetic methods
 SY3980.and adjusted by the National Geodetic Survey in December 1991..
 SY3980
 SY3980.The orthometric height was scaled from a topographic map.
 SY3980
 SY3980.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3980
 SY3980.The geoid height was determined by GEOID03.
 SY3980
 SY3980;                    North         East     Units Scale Factor Converg.
 SY3980;SPC WA N     -    84,246.894   385,777.692   MT  0.99996303   -1 08 03.0
 SY3980;SPC WA N     -   276,400.02  1,265,672.31   sFT  0.99996303   -1 08 03.0
 SY3980;UTM  10      - 5,288,444.863   548,222.064   MT  0.99962857   +0 28 34.3
 SY3980
 SY3980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3980!SPC WA N     -   0.99998032  x   0.99996303  =   0.99994335
 SY3980!UTM  10      -   0.99998032  x   0.99962857  =   0.99960889
 SY3980
 SY3980                          SUPERSEDED SURVEY CONTROL
 SY3980
 SY3980  NAD 83(1986)-  47 44 51.25259(N)    122 21 24.06425(W) AD(       ) 3
 SY3980  NAD 27      -  47 44 51.89336(N)    122 21 19.64955(W) AD(       ) 3
 SY3980
 SY3980.Superseded values are not recommended for survey control.
 SY3980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3980.See file dsdata.txt to determine how the superseded data were derived.
 SY3980
 SY3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4822288445(NAD 83)
 SY3980_MARKER: DD = SURVEY DISK
 SY3980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3980
 SY3980  HISTORY     - Date     Condition        Report By
 SY3980  HISTORY     - 1968     MONUMENTED       LOCSUR
 SY3980  HISTORY     - 1984     GOOD             USPSQD
 SY3980  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY3980
 SY3980                          STATION DESCRIPTION
 SY3980
 SY3980'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968 (NET)
 SY3980'LOCATED IN THE NORTHWEST SECTION OF THE CITY OF SEATTLE, IN THE
 SY3980'EASTERN AREA OF THE CAMPUS OF SHORELINE COMMUNITY COLLEGE.
 SY3980'
 SY3980'THE STATION IS A PLAIN BRONZE DISK STAMPED 8 SHORELINE COMMUNITY
 SY3980'COLLEGE ENGR 70 1968, SET IN THE TOP OF AN 8 INCH IN DIAMETER
 SY3980'CONCRETE MONUMENT, PROJECTING 2 INCHES.  IT IS ABOUT 75 YARDS WEST OF
 SY3980'THE CENTERLINE INTERSECTION OF GREENWOOD AVENUE NORTH AND NORTH
 SY3980'GREENWOOD DRIVE, 43 FEET NORTH OF THE CENTERLINE OF NORTH GREENWOOD
 SY3980'DRIVE AND IN A BRUSHY AREA ABOUT 2 FEET HIGHER THAN THE DRIVE.
 SY3980'
 SY3980'LOCATED BY TRAVERSE FROM STATION SIX (SCC) 1968, THE DISTANCE BEING
 SY3980'877.96 FEET NORTH-NORTHEAST OF STATION SIX (SCC) 1968.
 SY3980
 SY3980                          STATION RECOVERY (1984)
 SY3980
 SY3980'RECOVERY NOTE BY US POWER SQUADRON 1984 (WSP)
 SY3980'8 SHORELINE COMMUNITY COLLEGE ENGR 70 1968 FOUND GOOD.
 SY3980'
 SY3980'MARK RECOVERED AS DESCRIBED IN 1977 RECOVERY REPORT IN FINE
 SY3980'CONDITION.
 SY3980
 SY3980                          STATION RECOVERY (2001)
 SY3980
 SY3980'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY3980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0499 ***********************************************************************
 SW0499  DESIGNATION -  8   19.69
 SW0499  PID         -  SW0499
 SW0499  STATE/COUNTY-  WA/GRANT
 SW0499  USGS QUAD   -  MOLD (1965)
 SW0499
 SW0499                         *CURRENT SURVEY CONTROL
 SW0499  ___________________________________________________________________
 SW0499* NAD 83(1986)-  47 37 36.     (N)    119 19 52.     (W)     SCALED    
 SW0499* NAVD 88     -       486.765  (meters)    1596.99   (feet)  ADJUSTED  
 SW0499  ___________________________________________________________________
 SW0499  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 SW0499  DYNAMIC HT  -         486.809 (meters)    1597.14  (feet)  COMP
 SW0499  MODELED GRAV-     980,686.2   (mgal)                       NAVD 88
 SW0499
 SW0499  VERT ORDER  -  SECOND    CLASS 0
 SW0499
 SW0499.The horizontal coordinates were scaled from a topographic map and have
 SW0499.an estimated accuracy of +/- 6 seconds.
 SW0499
 SW0499.The orthometric height was determined by differential leveling
 SW0499.and adjusted by the National Geodetic Survey in June 1991..
 SW0499
 SW0499.The geoid height was determined by GEOID03.
 SW0499
 SW0499.The dynamic height is computed by dividing the NAVD 88
 SW0499.geopotential number by the normal gravity value computed on the
 SW0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0499.degrees latitude (g = 980.6199 gals.).
 SW0499
 SW0499.The modeled gravity was interpolated from observed gravity values.
 SW0499
 SW0499;                    North         East    Units  Estimated Accuracy
 SW0499;SPC WA S     -   255,580.      587,860.      MT  (+/- 180 meters Scaled)
 SW0499
 SW0499                          SUPERSEDED SURVEY CONTROL
 SW0499
 SW0499  NGVD 29 (??/??/92)  485.604  (m)         1593.19   (f) ADJ UNCH    2 0
 SW0499
 SW0499.Superseded values are not recommended for survey control.
 SW0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0499.See file dsdata.txt to determine how the superseded data were derived.
 SW0499
 SW0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN248774(NAD 83)
 SW0499_MARKER: DD = SURVEY DISK
 SW0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0499_STAMPING: 8 + 19.69
 SW0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0499+STABILITY: SURFACE MOTION
 SW0499
 SW0499  HISTORY     - Date     Condition        Report By
 SW0499  HISTORY     - UNK      MONUMENTED       BOR
 SW0499  HISTORY     - 1959     GOOD             NGS
 SW0499
 SW0499                          STATION DESCRIPTION
 SW0499
 SW0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SW0499'2.0 MI W FROM COULEE CITY.
 SW0499'2.0 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE T JUNCTION OF FOURTH
 SW0499'STREET AT COULEE CITY, AT THE Y JUNCTION OF STATE HIGHWAY 7 SOUTHWEST,
 SW0499'ON A ROCKY BANK, 40 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 2, 4
 SW0499'FEET NORTHWEST OF THE EXTENDED CENTER LINE OF STATE HIGHWAY 7, 105
 SW0499'FEET WEST OF THE WEST END OF A GUARDRAIL, 1.8 FEET NORTH OF A WITNESS
 SW0499'POST, ABOUT 3 FEET HIGHER THAN U.S. HIGHWAY 2, AND SET IN THE TOP OF A
 SW0499'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1660 ***********************************************************************
 SA1660  DESIGNATION -  8 9 17 16
 SA1660  PID         -  SA1660
 SA1660  STATE/COUNTY-  WA/GRANT
 SA1660  USGS QUAD   -  FRENCHMAN HILLS LAKE (1986)
 SA1660
 SA1660                         *CURRENT SURVEY CONTROL
 SA1660  ___________________________________________________________________
 SA1660* NAD 83(1986)-  46 58 20.     (N)    119 34 44.     (W)     SCALED    
 SA1660* NAVD 88     -       344.999  (meters)    1131.88   (feet)  ADJUSTED  
 SA1660  ___________________________________________________________________
 SA1660  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 SA1660  DYNAMIC HT  -         345.022 (meters)    1131.96  (feet)  COMP
 SA1660  MODELED GRAV-     980,669.8   (mgal)                       NAVD 88
 SA1660
 SA1660  VERT ORDER  -  SECOND    CLASS 0
 SA1660
 SA1660.The horizontal coordinates were scaled from a topographic map and have
 SA1660.an estimated accuracy of +/- 6 seconds.
 SA1660
 SA1660.The orthometric height was determined by differential leveling
 SA1660.and adjusted by the National Geodetic Survey in June 1991..
 SA1660
 SA1660.The geoid height was determined by GEOID03.
 SA1660
 SA1660.The dynamic height is computed by dividing the NAVD 88
 SA1660.geopotential number by the normal gravity value computed on the
 SA1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1660.degrees latitude (g = 980.6199 gals.).
 SA1660
 SA1660.The modeled gravity was interpolated from observed gravity values.
 SA1660
 SA1660;                    North         East    Units  Estimated Accuracy
 SA1660;SPC WA S     -   182,580.      570,090.      MT  (+/- 180 meters Scaled)
 SA1660
 SA1660                          SUPERSEDED SURVEY CONTROL
 SA1660
 SA1660  NGVD 29 (??/??/92)  343.892  (m)         1128.25   (f) ADJ UNCH    2 0
 SA1660
 SA1660.Superseded values are not recommended for survey control.
 SA1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1660.See file dsdata.txt to determine how the superseded data were derived.
 SA1660
 SA1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN038053(NAD 83)
 SA1660_MARKER: P = PIPE CAP
 SA1660_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1660_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1660_STAMPING: T17N R26E S8 S9 S17 S16 38
 SA1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1660
 SA1660  HISTORY     - Date     Condition        Report By
 SA1660  HISTORY     - UNK      MONUMENTED       BOR
 SA1660  HISTORY     - 1967     GOOD             NGS
 SA1660
 SA1660                          STATION DESCRIPTION
 SA1660
 SA1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1660'23.8 MI SW FROM MOSES LAKE.
 SA1660'MARK IS 3.1 MILES EAST ALONG THE MAIN ROAD FROM THE TRIPLE POWER
 SA1660'TRANSMISSION LINE AND BENCH MARK F 384, AND .55 MILE NORTH ALONG A
 SA1660'DIRT ROAD AT THE SECTION CORNER INDICATED BY STAMPING, 1.0 MILE WEST
 SA1660'OF DODSON ROAD, 47 FEET SOUTH OF A FENCE, 32 FEET WEST OF A T FENCE
 SA1660'CORNER AND ON LINE WITH A FENCE GOING EAST, 14 FEET WEST OF THE CENTER
 SA1660'OF A DIRT ROAD ON THE EASTERN END ON A MOUND 2 FEET HIGHER THAN THE
 SA1660'ROAD AND 1 FOOT LOWER THAN THE TOP OF THE MOUND.  A METAL WITNESS POST
 SA1660'WAS SET 6 IN. WEST OF THE MARK.  THE MARK IS A USBR CAP RIVETED TO A 1
 SA1660'1/2 IN. PIPE WHICH PROJECTS 6 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0156 ***********************************************************************
 SY0156  DESIGNATION -  8 A 15 WAGS
 SY0156  PID         -  SY0156
 SY0156  STATE/COUNTY-  WA/KING
 SY0156  USGS QUAD   -  AUBURN (1994)
 SY0156
 SY0156                         *CURRENT SURVEY CONTROL
 SY0156  ___________________________________________________________________
 SY0156* NAD 83(1986)-  47 31 08.     (N)    122 12 34.     (W)     SCALED    
 SY0156* NAVD 88     -        21.65   (+/-2cm)      71.0    (feet)  VERTCON   
 SY0156  ___________________________________________________________________
 SY0156  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SY0156
 SY0156  VERT ORDER  -  ? (See Below)
 SY0156
 SY0156.The horizontal coordinates were scaled from a topographic map and have
 SY0156.an estimated accuracy of +/- 6 seconds.
 SY0156
 SY0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0156.The vertical order pertains to the NGVD 29 superseded value.
 SY0156
 SY0156.The geoid height was determined by GEOID03.
 SY0156
 SY0156;                    North         East    Units  Estimated Accuracy
 SY0156;SPC WA N     -    58,620.      396,360.      MT  (+/- 180 meters Scaled)
 SY0156
 SY0156                          SUPERSEDED SURVEY CONTROL
 SY0156
 SY0156  NGVD 29 (??/??/??)   20.564  (m)           67.47   (f) ADJUSTED    ?  
 SY0156
 SY0156.Superseded values are not recommended for survey control.
 SY0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0156.See file dsdata.txt to determine how the superseded data were derived.
 SY0156
 SY0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET595631(NAD 83)
 SY0156_MARKER: DD = SURVEY DISK
 SY0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0156+STABILITY: SURFACE MOTION
 SY0156
 SY0156  HISTORY     - Date     Condition        Report By
 SY0156  HISTORY     - UNK      MONUMENTED       WAGS
 SY0156  HISTORY     - 1959     MARK NOT FOUND   CGS
 SY0156  HISTORY     - 1987     GOOD             USPSQD
 SY0156  HISTORY     - 20060220 GOOD             USPSQD
 SY0156
 SY0156                          STATION DESCRIPTION
 SY0156
 SY0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0156'1.9 MI N FROM RENTON.
 SY0156'2.6 MILES NORTH ON PARK STREET AND LAKE WASHINGTON BOULEVARD FROM THE
 SY0156'INTERSECTION OF PARK STREET AND JOHNSON WAY IN RENTON, KING COUNTY, ON
 SY0156'AN 8-FOOT CUT BANK, 130 YARDS SOUTH OF S. E. 95TH STREET, 28.5 FEET
 SY0156'WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A WHITE WOODEN
 SY0156'WITNESS POST, 5 INCHES LOWER THAN THE SURFACE OF THE GROUND IN AN OPEN
 SY0156'DEPRESSION.  A WASHINGTON GEODETIC SURVEY STANDARD DISK, SET IN THE
 SY0156'TOP OF A CONCRETE POST.
 SY0156
 SY0156                          STATION RECOVERY (1987)
 SY0156
 SY0156'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SY0156'RECOVERED IN GOOD CONDITION.
 SY0156
 SY0156                          STATION RECOVERY (2006)
 SY0156
 SY0156'RECOVERY NOTE BY US POWER SQUADRON 2006 (BB)
 SY0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0161 ***********************************************************************
 SY0161  DESIGNATION -  8 A 19 WAGS
 SY0161  PID         -  SY0161
 SY0161  STATE/COUNTY-  WA/KING
 SY0161  USGS QUAD   -  AUBURN (1994)
 SY0161
 SY0161                         *CURRENT SURVEY CONTROL
 SY0161  ___________________________________________________________________
 SY0161* NAD 83(1986)-  47 31 51.     (N)    122 12 01.     (W)     SCALED    
 SY0161* NAVD 88     -        11.131  (meters)      36.52   (feet)  ADJUSTED  
 SY0161  ___________________________________________________________________
 SY0161  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SY0161  DYNAMIC HT  -          11.133 (meters)      36.53  (feet)  COMP
 SY0161  MODELED GRAV-     980,760.3   (mgal)                       NAVD 88
 SY0161
 SY0161  VERT ORDER  -  FIRST     CLASS II
 SY0161
 SY0161.The horizontal coordinates were scaled from a topographic map and have
 SY0161.an estimated accuracy of +/- 6 seconds.
 SY0161
 SY0161.The orthometric height was determined by differential leveling
 SY0161.and adjusted by the National Geodetic Survey in June 1991..
 SY0161
 SY0161.The geoid height was determined by GEOID03.
 SY0161
 SY0161.The dynamic height is computed by dividing the NAVD 88
 SY0161.geopotential number by the normal gravity value computed on the
 SY0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0161.degrees latitude (g = 980.6199 gals.).
 SY0161
 SY0161.The modeled gravity was interpolated from observed gravity values.
 SY0161
 SY0161;                    North         East    Units  Estimated Accuracy
 SY0161;SPC WA N     -    59,930.      397,080.      MT  (+/- 180 meters Scaled)
 SY0161
 SY0161                          SUPERSEDED SURVEY CONTROL
 SY0161
 SY0161  NGVD 29 (??/??/??)   10.038  (m)           32.93   (f) ADJUSTED    1 2
 SY0161
 SY0161.Superseded values are not recommended for survey control.
 SY0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0161.See file dsdata.txt to determine how the superseded data were derived.
 SY0161
 SY0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET601644(NAD 83)
 SY0161_MARKER: DD = SURVEY DISK
 SY0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0161_STAMPING: 8 A 19
 SY0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0161+STABILITY: SURFACE MOTION
 SY0161
 SY0161  HISTORY     - Date     Condition        Report By
 SY0161  HISTORY     - UNK      MONUMENTED       WAGS
 SY0161  HISTORY     - 1959     GOOD             CGS
 SY0161  HISTORY     - 1965     GOOD             CGS
 SY0161  HISTORY     - 1983     GOOD             USPSQD
 SY0161  HISTORY     - 1987     GOOD             USPSQD
 SY0161  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 SY0161
 SY0161                          STATION DESCRIPTION
 SY0161
 SY0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0161'3.7 MI N FROM RENTON.
 SY0161'0.15 MILE NORTH ALONG MILLS STREET FROM THE RENTON FIRE STATION AT
 SY0161'RENTON, THENCE 0.05 MILE EAST ALONG BRONSON WAY, THENCE 3.5 MILES
 SY0161'NORTH ALONG LAKE WASHINGTON BOULEVARD, AT THE CROSSING OF A GRAVEL
 SY0161'ROAD OVER A RAILROAD LEADING TO THE BARDEE MILL COMPANY, 189 FEET
 SY0161'NORTHWEST OF THE CENTER OF THE CROSSING, 3.6 FEET EAST-SOUTHEAST OF
 SY0161'THE EAST-SOUTHEAST RAIL, 76 FEET WEST-NORTHWEST OF THE CENTER LINE OF
 SY0161'THE BOULEVARD, 24.9 FEET SOUTH-SOUTHWEST OF A STEEL PIPE SUPPORTING A
 SY0161'6 SIGN, 12.0 FEET WEST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN
 SY0161'THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST 1.0 FOOT
 SY0161'UNDERGROUND.
 SY0161
 SY0161                          STATION RECOVERY (1965)
 SY0161
 SY0161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0161'RECOVERED IN GOOD CONDITION.
 SY0161
 SY0161                          STATION RECOVERY (1983)
 SY0161
 SY0161'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0161'RECOVERED IN GOOD CONDITION.
 SY0161
 SY0161                          STATION RECOVERY (1987)
 SY0161
 SY0161'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SY0161'RECOVERED IN GOOD CONDITION.
 SY0161
 SY0161                          STATION RECOVERY (1996)
 SY0161
 SY0161'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0164 ***********************************************************************
 SY0164  DESIGNATION -  8 A 23 WAGS
 SY0164  PID         -  SY0164
 SY0164  STATE/COUNTY-  WA/KING
 SY0164  USGS QUAD   -  AUBURN (1994)
 SY0164
 SY0164                         *CURRENT SURVEY CONTROL
 SY0164  ___________________________________________________________________
 SY0164* NAD 83(1986)-  47 33 03.     (N)    122 11 45.     (W)     SCALED    
 SY0164* NAVD 88     -        16.69   (+/-2cm)      54.8    (feet)  VERTCON   
 SY0164  ___________________________________________________________________
 SY0164  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 SY0164
 SY0164  VERT ORDER  -  ? (See Below)
 SY0164
 SY0164.The horizontal coordinates were scaled from a topographic map and have
 SY0164.an estimated accuracy of +/- 6 seconds.
 SY0164
 SY0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0164.The vertical order pertains to the NGVD 29 superseded value.
 SY0164
 SY0164.The geoid height was determined by GEOID03.
 SY0164
 SY0164;                    North         East    Units  Estimated Accuracy
 SY0164;SPC WA N     -    62,150.      397,450.      MT  (+/- 180 meters Scaled)
 SY0164
 SY0164                          SUPERSEDED SURVEY CONTROL
 SY0164
 SY0164  NGVD 29 (??/??/??)   15.596  (m)           51.17   (f) ADJUSTED    ?  
 SY0164
 SY0164.Superseded values are not recommended for survey control.
 SY0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0164.See file dsdata.txt to determine how the superseded data were derived.
 SY0164
 SY0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET605666(NAD 83)
 SY0164_MARKER: DD = SURVEY DISK
 SY0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0164_STAMPING: 8 A 23
 SY0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0164+STABILITY: SURFACE MOTION
 SY0164
 SY0164  HISTORY     - Date     Condition        Report By
 SY0164  HISTORY     - UNK      MONUMENTED       WAGS
 SY0164  HISTORY     - 1959     MARK NOT FOUND   CGS
 SY0164
 SY0164                          STATION DESCRIPTION
 SY0164
 SY0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0164'4.4 MI N FROM RENTON.
 SY0164'5.0 MILES NORTH ALONG STATE HIGHWAY 2 A FROM THE INTERSECTION OF PARK
 SY0164'ST. AND JOHNSON WAY IN RENTON, KING COUNTY, ON THE NORTHERN PACIFIC
 SY0164'RAILWAY, 0.1 MILE SOUTH OF RAILROAD CROSSING TO PLEASURE POINT ROAD,
 SY0164'66.3 FEET WEST OF THE WEST RAIL, 15.2 FEET NORTHEAST OF THE NE CORNER
 SY0164'OF A GARAGE (BRATTSTROM) AND 29.3 FEET EAST-SOUTHEAST OF THE NE CORNER
 SY0164'OF A HOUSE, 9.5 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 2.0 FEET
 SY0164'SOUTH-SOUTHEAST OF A WITNESS POST, AND 18 INCHES EAST OF A HEDGE. A
 SY0164'WASHINGTON GEODETIC SURVEY STANDARD DISK, STAMPED 8 A 23 AND SET IN
 SY0164'THE TOP OF A CONCRETE POST 6-INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0166 ***********************************************************************
 SY0166  DESIGNATION -  8 A 24 WAGS
 SY0166  PID         -  SY0166
 SY0166  STATE/COUNTY-  WA/KING
 SY0166  USGS QUAD   -  AUBURN (1994)
 SY0166
 SY0166                         *CURRENT SURVEY CONTROL
 SY0166  ___________________________________________________________________
 SY0166* NAD 83(1986)-  47 33 14.     (N)    122 11 34.     (W)     SCALED    
 SY0166* NAVD 88     -        18.07   (+/-2cm)      59.3    (feet)  VERTCON   
 SY0166  ___________________________________________________________________
 SY0166  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 SY0166
 SY0166  VERT ORDER  -  ? (See Below)
 SY0166
 SY0166.The horizontal coordinates were scaled from a topographic map and have
 SY0166.an estimated accuracy of +/- 6 seconds.
 SY0166
 SY0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0166.The vertical order pertains to the NGVD 29 superseded value.
 SY0166
 SY0166.The geoid height was determined by GEOID03.
 SY0166
 SY0166;                    North         East    Units  Estimated Accuracy
 SY0166;SPC WA N     -    62,490.      397,690.      MT  (+/- 180 meters Scaled)
 SY0166
 SY0166                          SUPERSEDED SURVEY CONTROL
 SY0166
 SY0166  NGVD 29 (??/??/??)   16.982  (m)           55.72   (f) ADJUSTED    ?  
 SY0166
 SY0166.Superseded values are not recommended for survey control.
 SY0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0166.See file dsdata.txt to determine how the superseded data were derived.
 SY0166
 SY0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET607670(NAD 83)
 SY0166_MARKER: DD = SURVEY DISK
 SY0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0166+STABILITY: SURFACE MOTION
 SY0166
 SY0166  HISTORY     - Date     Condition        Report By
 SY0166  HISTORY     - UNK      MONUMENTED       WAGS
 SY0166  HISTORY     - 1937     GOOD             CGS
 SY0166  HISTORY     - 1954     MARK NOT FOUND   CGS
 SY0166
 SY0166                          STATION DESCRIPTION
 SY0166
 SY0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 SY0166'IN RENTON.
 SY0166'STATION IS BRASS DISK SET IN CONCRET MONUMENT FLUSH WITH THE GROUND.
 SY0166'IT IS LOCATED 32.2 FT. E. OF E. RAIL OF N.P.R.R. TRACKS AND 890.5 FT.
 SY0166'N. OF GRAVEL ROAD CROSSING R.R. TRACKS ON PLEASURE POINT PARK ROAD.
 SY0166'STATION IS REACHED FROM RENTON BY TAKING RENTON-BELLEVUE PAVED HIGHWAY
 SY0166'AND RUNNING N. TO PLEASURE POINT PARK ENTRANCE ON W. SIDE OF ROAD.
 SY0166'TAKE PARK ROAD DOWN HILL W. TO N.P.R.R. TRACKS E.T.T. STATION IS 890.5
 SY0166'FT. N. OF ROAD.  NOTE-- TRAVERSE STATION IS U.S.C. AND G.S. AND STATE
 SY0166'SURVEY BRASS TABLET SET IN 6 IN. SQUARE CONCRETE TABLET FLUSH WITH THE
 SY0166'GROUND.
 SY0166
 SY0166                          STATION RECOVERY (1954)
 SY0166
 SY0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 SY0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0169 ***********************************************************************
 SY0169  DESIGNATION -  8 A 28 WAGS
 SY0169  PID         -  SY0169
 SY0169  STATE/COUNTY-  WA/KING
 SY0169  USGS QUAD   -  AUBURN (1994)
 SY0169
 SY0169                         *CURRENT SURVEY CONTROL
 SY0169  ___________________________________________________________________
 SY0169* NAD 83(1986)-  47 33 48.     (N)    122 11 14.     (W)     SCALED    
 SY0169* NAVD 88     -        21.79   (+/-2cm)      71.5    (feet)  VERTCON   
 SY0169  ___________________________________________________________________
 SY0169  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SY0169
 SY0169  VERT ORDER  -  ? (See Below)
 SY0169
 SY0169.The horizontal coordinates were scaled from a topographic map and have
 SY0169.an estimated accuracy of +/- 6 seconds.
 SY0169
 SY0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0169.The vertical order pertains to the NGVD 29 superseded value.
 SY0169
 SY0169.The geoid height was determined by GEOID03.
 SY0169
 SY0169;                    North         East    Units  Estimated Accuracy
 SY0169;SPC WA N     -    63,530.      398,120.      MT  (+/- 180 meters Scaled)
 SY0169
 SY0169                          SUPERSEDED SURVEY CONTROL
 SY0169
 SY0169  NGVD 29 (??/??/??)   20.697  (m)           67.90   (f) ADJUSTED    ?  
 SY0169
 SY0169.Superseded values are not recommended for survey control.
 SY0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0169.See file dsdata.txt to determine how the superseded data were derived.
 SY0169
 SY0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET611680(NAD 83)
 SY0169_MARKER: DD = SURVEY DISK
 SY0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0169+STABILITY: SURFACE MOTION
 SY0169
 SY0169  HISTORY     - Date     Condition        Report By
 SY0169  HISTORY     - UNK      MONUMENTED       WAGS
 SY0169  HISTORY     - 1937     GOOD             CGS
 SY0169  HISTORY     - 1954     MARK NOT FOUND   CGS
 SY0169
 SY0169                          STATION DESCRIPTION
 SY0169
 SY0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 SY0169'IN RENTON.
 SY0169'TRAVERSE STATION 8A-28 IS LOCATED 335 FT. NE OF PLANK WALK TO NP RR
 SY0169'TRACKS AND 8.5 FT. E OF TRACKS.  STATION IS REACHED FROM RENTON BY
 SY0169'RUNNING N ON RENTON BELLEVUE PAVED HIGHWAY 5.4 MILES NORTH OF CITY
 SY0169'LIMITS OF RENTON.  IT IS ON NP RR TRACKS W OF PAVED HIGHWAY.  STATION
 SY0169'IS 749.7 FT. N OF PLANK ROAD CROSSING TRACKS.  TRAVERSE STATION IS USC
 SY0169'AND GS AND STATE SURVEY BRASS TABLET SET IN 6 IN. SQUARE CONCRETE
 SY0169'MONUMENT.
 SY0169
 SY0169                          STATION RECOVERY (1954)
 SY0169
 SY0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 SY0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0170 ***********************************************************************
 SY0170  DESIGNATION -  8 A 30
 SY0170  PID         -  SY0170
 SY0170  STATE/COUNTY-  WA/KING
 SY0170  USGS QUAD   -  AUBURN (1994)
 SY0170
 SY0170                         *CURRENT SURVEY CONTROL
 SY0170  ___________________________________________________________________
 SY0170* NAD 83(1986)-  47 34 01.     (N)    122 10 55.     (W)     SCALED    
 SY0170* NAVD 88     -        23.35   (+/-2cm)      76.6    (feet)  VERTCON   
 SY0170  ___________________________________________________________________
 SY0170  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SY0170
 SY0170  VERT ORDER  -  ? (See Below)
 SY0170
 SY0170.The horizontal coordinates were scaled from a topographic map and have
 SY0170.an estimated accuracy of +/- 6 seconds.
 SY0170
 SY0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0170.The vertical order pertains to the NGVD 29 superseded value.
 SY0170
 SY0170.The geoid height was determined by GEOID03.
 SY0170
 SY0170;                    North         East    Units  Estimated Accuracy
 SY0170;SPC WA N     -    63,920.      398,530.      MT  (+/- 180 meters Scaled)
 SY0170
 SY0170                          SUPERSEDED SURVEY CONTROL
 SY0170
 SY0170  NGVD 29 (??/??/??)   22.256  (m)           73.02   (f) ADJUSTED    ?  
 SY0170
 SY0170.Superseded values are not recommended for survey control.
 SY0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0170.See file dsdata.txt to determine how the superseded data were derived.
 SY0170
 SY0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET615684(NAD 83)
 SY0170_MARKER: DD = SURVEY DISK
 SY0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0170+STABILITY: SURFACE MOTION
 SY0170
 SY0170  HISTORY     - Date     Condition        Report By
 SY0170  HISTORY     - UNK      MONUMENTED       CGS
 SY0170  HISTORY     - 1937     GOOD             CGS
 SY0170  HISTORY     - 1954     MARK NOT FOUND   CGS
 SY0170
 SY0170                          STATION DESCRIPTION
 SY0170
 SY0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 SY0170'IN RENTON.
 SY0170'STATION IS BRASS DISK SET IN CONCRETE MONUMENT FOUR IN. UNDER THE
 SY0170'GROUND.  IT IS 598 FT. S OF NP RR BRIDGE PASSING OVER SMALL CREEK AND
 SY0170'6.9 FT. E OF NP RR TRACKS.  STATION IS REACHED FROM RENTON BY RUNNING
 SY0170'N ON RENTON-BELLEVUE HIGHWAY TO NP RR BRIDGE PASSING OVER IT.  ETT.
 SY0170'WALK S ALONG TRACKS 1067 FT. TO STATION.  STATION IS USC AND GS AND
 SY0170'STATE SURVEY BRASS TABLET SET IN 6 IN. SQUARE TOP CONCRETE MONUMENT 4
 SY0170'IN. UNDER THE GROUND.
 SY0170
 SY0170                          STATION RECOVERY (1954)
 SY0170
 SY0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 SY0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0652 ***********************************************************************
 SY0652  DESIGNATION -  8 A 9 K CO
 SY0652  PID         -  SY0652
 SY0652  STATE/COUNTY-  WA/KING
 SY0652  USGS QUAD   -  RENTON (1994)
 SY0652
 SY0652                         *CURRENT SURVEY CONTROL
 SY0652  ___________________________________________________________________
 SY0652* NAD 83(1986)-  47 29 05.     (N)    122 12 33.     (W)     SCALED    
 SY0652* NAVD 88     -        12.99   (+/-2cm)      42.6    (feet)  VERTCON   
 SY0652  ___________________________________________________________________
 SY0652  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SY0652
 SY0652  VERT ORDER  -  ? (See Below)
 SY0652
 SY0652.The horizontal coordinates were scaled from a topographic map and have
 SY0652.an estimated accuracy of +/- 6 seconds.
 SY0652
 SY0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0652.The vertical order pertains to the NGVD 29 superseded value.
 SY0652
 SY0652.The geoid height was determined by GEOID03.
 SY0652
 SY0652;                    North         East    Units  Estimated Accuracy
 SY0652;SPC WA N     -    54,820.      396,320.      MT  (+/- 180 meters Scaled)
 SY0652
 SY0652                          SUPERSEDED SURVEY CONTROL
 SY0652
 SY0652  NGVD 29 (??/??/??)   11.901  (m)           39.05   (f) ADJUSTED    ?  
 SY0652
 SY0652.Superseded values are not recommended for survey control.
 SY0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0652.See file dsdata.txt to determine how the superseded data were derived.
 SY0652
 SY0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET595593(NAD 83)
 SY0652_MARKER: DD = SURVEY DISK
 SY0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0652+STABILITY: SURFACE MOTION
 SY0652
 SY0652  HISTORY     - Date     Condition        Report By
 SY0652  HISTORY     - UNK      MONUMENTED       LOCENG
 SY0652  HISTORY     - 1959     MARK NOT FOUND   CGS
 SY0652
 SY0652                          STATION DESCRIPTION
 SY0652
 SY0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0652'IN RENTON.
 SY0652'AT RENTON, KING COUNTY, ON THE SOUTH SIDE OF A GRAVEL ROAD ON THE
 SY0652'CEDAR RIVER PIPE LINE, 31.2 FEET WEST OF POWER-TRANSMISSION LINE POLE
 SY0652'CF2 25-113 ON THE NORTH SIDE OF THE PIPE LINE RIGHT-OF-WAY, 56.7 FEET
 SY0652'NORTHWEST OF POWER-TRANSMISSION LINE POLE CF2 25-81 ON THE SOUTH SIDE
 SY0652'OF THE PIPE LINE RIGHT-OF-WAY, AND 91 FEET SOUTH OF A HOUSE ON THE
 SY0652'NORTH SIDE OF THE GRAVEL ROAD, 66 FEET NORTHEAST OF ONE OF A GROUP OF
 SY0652'MAPLE TREES.  A KING COUNTY AERIAL SURVEY STANDARD DISK SET IN THE TOP
 SY0652'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0745 ***********************************************************************
 TP0745  DESIGNATION -  8 AA
 TP0745  PID         -  TP0745
 TP0745  STATE/COUNTY-  WA/OKANOGAN
 TP0745  USGS QUAD   -  TIFFANY MOUNTAIN (1989)
 TP0745
 TP0745                         *CURRENT SURVEY CONTROL
 TP0745  ___________________________________________________________________
 TP0745* NAD 83(1986)-  48 41 55.     (N)    119 53 32.     (W)     SCALED    
 TP0745* NAVD 88     -      1926.087  (meters)    6319.17   (feet)  ADJUSTED  
 TP0745  ___________________________________________________________________
 TP0745  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 TP0745  DYNAMIC HT  -        1925.889 (meters)    6318.52  (feet)  COMP
 TP0745  MODELED GRAV-     980,437.7   (mgal)                       NAVD 88
 TP0745
 TP0745  VERT ORDER  -  SECOND    CLASS 0
 TP0745
 TP0745.The horizontal coordinates were scaled from a topographic map and have
 TP0745.an estimated accuracy of +/- 6 seconds.
 TP0745
 TP0745.The orthometric height was determined by differential leveling
 TP0745.and adjusted by the National Geodetic Survey in June 1991..
 TP0745
 TP0745.The geoid height was determined by GEOID03.
 TP0745
 TP0745.The dynamic height is computed by dividing the NAVD 88
 TP0745.geopotential number by the normal gravity value computed on the
 TP0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0745.degrees latitude (g = 980.6199 gals.).
 TP0745
 TP0745.The modeled gravity was interpolated from observed gravity values.
 TP0745
 TP0745;                    North         East    Units  Estimated Accuracy
 TP0745;SPC WA N     -   189,290.      569,280.      MT  (+/- 180 meters Scaled)
 TP0745
 TP0745                          SUPERSEDED SURVEY CONTROL
 TP0745
 TP0745  NGVD 29 (??/??/92) 1924.567  (m)         6314.18   (f) ADJ UNCH    2 0
 TP0745
 TP0745.Superseded values are not recommended for survey control.
 TP0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0745.See file dsdata.txt to determine how the superseded data were derived.
 TP0745
 TP0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP871979(NAD 83)
 TP0745_MARKER: DD = SURVEY DISK
 TP0745_SETTING: 66 = SET IN ROCK OUTCROP
 TP0745_SP_SET: GRANITE OUTCROP
 TP0745_STAMPING: 8 AA 6314 1954
 TP0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0745+STABILITY: POSITION/ELEVATION WELL
 TP0745
 TP0745  HISTORY     - Date     Condition        Report By
 TP0745  HISTORY     - 1954     MONUMENTED       USGS
 TP0745  HISTORY     - 1959     GOOD             NGS
 TP0745
 TP0745                          STATION DESCRIPTION
 TP0745
 TP0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0745'14.8 MI NW FROM CONCONULLY.
 TP0745'14.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0745'CONCONULLY, 0.2 MILE NORTH OF LONE FRANK CREEK, AT A SWITCHBACK, IN
 TP0745'TOP OF A 4-BY 10-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET
 TP0745'ABOVE THE GROUND, 90 FEET (SLOPE MEASUREMENT) NORTHWEST OF THE CENTER
 TP0745'LINE OF THE ROAD, 133 1/2 FEET NORTHWEST OF THE CENTER OF THE
 TP0745'SWITCHBACK, 2.5 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 13 FEET
 TP0745'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0217 ***********************************************************************
 SB0217  DESIGNATION -  8 TR  USGS
 SB0217  PID         -  SB0217
 SB0217  STATE/COUNTY-  WA/YAKIMA
 SB0217  USGS QUAD   -  BLACK ROCK SPRING SW (1975)
 SB0217
 SB0217                         *CURRENT SURVEY CONTROL
 SB0217  ___________________________________________________________________
 SB0217* NAD 83(1986)-  46 30 21.     (N)    120 09 06.     (W)     SCALED    
 SB0217* NAVD 88     -       491.663  (meters)    1613.06   (feet)  ADJUSTED  
 SB0217  ___________________________________________________________________
 SB0217  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SB0217  DYNAMIC HT  -         491.653 (meters)    1613.03  (feet)  COMP
 SB0217  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 SB0217
 SB0217  VERT ORDER  -  SECOND    CLASS 0
 SB0217
 SB0217.The horizontal coordinates were scaled from a topographic map and have
 SB0217.an estimated accuracy of +/- 6 seconds.
 SB0217
 SB0217.The orthometric height was determined by differential leveling
 SB0217.and adjusted by the National Geodetic Survey in June 1991..
 SB0217
 SB0217.The geoid height was determined by GEOID03.
 SB0217
 SB0217.The dynamic height is computed by dividing the NAVD 88
 SB0217.geopotential number by the normal gravity value computed on the
 SB0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0217.degrees latitude (g = 980.6199 gals.).
 SB0217
 SB0217.The modeled gravity was interpolated from observed gravity values.
 SB0217
 SB0217;                    North         East    Units  Estimated Accuracy
 SB0217;SPC WA S     -   130,380.      526,730.      MT  (+/- 180 meters Scaled)
 SB0217
 SB0217                          SUPERSEDED SURVEY CONTROL
 SB0217
 SB0217  NGVD 29 (??/??/92)  490.570  (m)         1609.48   (f) ADJ UNCH    2 0
 SB0217
 SB0217.Superseded values are not recommended for survey control.
 SB0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0217.See file dsdata.txt to determine how the superseded data were derived.
 SB0217
 SB0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS185541(NAD 83)
 SB0217_MARKER: DD = SURVEY DISK
 SB0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0217_STAMPING: 8 TR 1610 1936
 SB0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0217+STABILITY: SURFACE MOTION
 SB0217
 SB0217  HISTORY     - Date     Condition        Report By
 SB0217  HISTORY     - 1936     MONUMENTED       USGS
 SB0217  HISTORY     - 1949     GOOD             NGS
 SB0217  HISTORY     - 1969     POOR             WAHC
 SB0217
 SB0217                          STATION DESCRIPTION
 SB0217
 SB0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0217'0.8 MI E FROM WASHINGTON STATE QUARANTINE STA.
 SB0217'0.8 MILE EAST ALONG STATE HIGHWAY 11-A FROM THE WASHINGTON STATE
 SB0217'QUARANTINE STATION, ON THE OUTSIDE OF A CURVE, 158 FEET NORTHEAST OF
 SB0217'THE CENTER OF THE INTERSECTION OF A TRACK ROAD LEADING EAST, 109 FEET
 SB0217'WEST OF A CORNER TELEPHONE POLE, 92 FEET NORTHEAST OF A POWER LINE
 SB0217'POLE MARKED WITH THE WHITE PAINTED LETTERS U S 1609.7 PBM, 51.6 FEET
 SB0217'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET EAST OF A WITNESS
 SB0217'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 SB0217'THE GROUND.
 SB0217
 SB0217                          STATION RECOVERY (1969)
 SB0217
 SB0217'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1969
 SB0217'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0458 ***********************************************************************
 SY0458  DESIGNATION -  8 WAHC
 SY0458  PID         -  SY0458
 SY0458  STATE/COUNTY-  WA/KING
 SY0458  USGS QUAD   -  POVERTY BAY (1994)
 SY0458
 SY0458                         *CURRENT SURVEY CONTROL
 SY0458  ___________________________________________________________________
 SY0458* NAD 83(1991)-  47 34 18.17698(N)    122 19 12.14938(W)     ADJUSTED  
 SY0458* NAVD 88     -        19.433  (meters)      63.76   (feet)  ADJUSTED  
 SY0458  ___________________________________________________________________
 SY0458  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 SY0458  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SY0458  DYNAMIC HT  -          19.435 (meters)      63.76  (feet)  COMP
 SY0458  MODELED GRAV-     980,720.4   (mgal)                       NAVD 88
 SY0458
 SY0458  HORZ ORDER  -  SECOND
 SY0458  VERT ORDER  -  SECOND    CLASS 0
 SY0458
 SY0458.The horizontal coordinates were established by classical geodetic methods
 SY0458.and adjusted by the National Geodetic Survey in December 1991..
 SY0458
 SY0458.The orthometric height was determined by differential leveling
 SY0458.and adjusted by the National Geodetic Survey in June 1991..
 SY0458
 SY0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0458
 SY0458.The geoid height was determined by GEOID03.
 SY0458
 SY0458.The dynamic height is computed by dividing the NAVD 88
 SY0458.geopotential number by the normal gravity value computed on the
 SY0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0458.degrees latitude (g = 980.6199 gals.).
 SY0458
 SY0458.The modeled gravity was interpolated from observed gravity values.
 SY0458
 SY0458;                    North         East     Units Scale Factor Converg.
 SY0458;SPC WA N     -    64,645.015   388,147.098   MT  0.99998739   -1 06 24.8
 SY0458;SPC WA N     -   212,089.52  1,273,445.94   sFT  0.99998739   -1 06 24.8
 SY0458;UTM  10      - 5,268,923.992   551,140.124   MT  0.99963214   +0 30 06.9
 SY0458
 SY0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0458!SPC WA N     -   1.00000065  x   0.99998739  =   0.99998804
 SY0458!UTM  10      -   1.00000065  x   0.99963214  =   0.99963279
 SY0458
 SY0458|---------------------------------------------------------------------|
 SY0458| PID    Reference Object                     Distance      Geod. Az  |
 SY0458|                                                           dddmmss.s |
 SY0458| SY0456 7 WAHC                              377.978 METERS 00154     |
 SY0458| SY0459 9 WAHC                              469.333 METERS 1852126.2 |
 SY0458|---------------------------------------------------------------------|
 SY0458
 SY0458                          SUPERSEDED SURVEY CONTROL
 SY0458
 SY0458  NAD 83(1986)-  47 34 18.17083(N)    122 19 12.15582(W) AD(       ) 2
 SY0458  NAD 27      -  47 34 18.81770(N)    122 19 07.70910(W) AD(       ) 2
 SY0458  NGVD 29 (??/??/??)   18.323  (m)           60.11   (f) ADJUSTED    2 0
 SY0458
 SY0458.Superseded values are not recommended for survey control.
 SY0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0458.See file dsdata.txt to determine how the superseded data were derived.
 SY0458
 SY0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5114068924(NAD 83)
 SY0458_MARKER: Z = SEE DESCRIPTION
 SY0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0458+STABILITY: SURFACE MOTION
 SY0458
 SY0458  HISTORY     - Date     Condition        Report By
 SY0458  HISTORY     - 1957     MONUMENTED       WAHC
 SY0458  HISTORY     - 1958     GOOD             CGS
 SY0458  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0458  HISTORY     - 1962     MARK NOT FOUND   CGS
 SY0458
 SY0458                          STATION DESCRIPTION
 SY0458
 SY0458'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0458'THE STATION IS IN THE SOUTHERLY PART OF SEATTLE, ON THE PROPERTY
 SY0458'OF MR. N. ANDERSON AT NUMBER 920 SPOKANE STREET.  A WASHINGTON
 SY0458'STATE HUB, THE STATION MARK IS A STEEL PIN SET IN A ROUND 6-INCH
 SY0458'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 49 FEET
 SY0458'SOUTHWEST OF A SMALL UNPAINTED SHED, 48.5 FEET WEST OF A
 SY0458'POWERLINE POLE THAT IS MARKED AS A REFERENCE POINT, 42.5 FEET
 SY0458'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, AND ABOUT 10 FEET
 SY0458'NORTH OF THE POWERLINE.
 SY0458'
 SY0458'REACHED FROM THE INTERSECTION OF AIRPORT WAY AND SPOKANE STREET BY
 SY0458'GOING EAST ON SPOKANE STREET FOR ABOUT ONE-HALF BLOCK, TO THE FIRST
 SY0458'DWELLING ON THE RIGHT, THENCE WALKING DOWN WOODEN STEPS AND ACROSS
 SY0458'A FOOT-BRIDGE, TO THE SOUTHWEST CORNER OF THE HOUSE AND THE
 SY0458'STATION BEYOND.
 SY0458
 SY0458                          STATION RECOVERY (1958)
 SY0458
 SY0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0458'IN SEATTLE.
 SY0458'AT SEATTLE, KING COUNTY, IN THE SOUTHERN PART, ON THE PROPERTY OF MR.
 SY0458'N. ANDERSON AT NUMBER 920 SPOKANE STREET, 49 FEET SOUTHWEST OF A SMALL
 SY0458'UNPAINTED SHED, 48.5 FEET WEST OF A POWER POLE MARKED AS A REFERENCE
 SY0458'POINT, 42.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, AND ABOUT
 SY0458'10 FEET NORTH OF THE POWERLINE.  A WASHINGTON STATE HUB, CONSISTING OF
 SY0458'A STEEL PIN SET IN A ROUND 6-INCH CONCRETE MONUMENT FLUSH WITH THE
 SY0458'GROUND.  NOTE-- THIS MARK MAY BE REACHED FROM THE INTERSECTION OF
 SY0458'AIRPORT WAY AND SPOKANE STREET BY GOING EAST ON SPOKANE STREET FOR
 SY0458'ABOUT ONE-HALF BLOCK, TO THE FIRST DWELLING ON THE RIGHT, THENCE
 SY0458'WALKING DOWN WOODEN STEPS AND ACROSS A FOOT-BRIDGE, TO THE SOUTHWEST
 SY0458'CORNER OF THE HOUSE AND THE STATION BEYOND.
 SY0458
 SY0458                          STATION RECOVERY (1962)
 SY0458
 SY0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0458'AN ATTEMPT WAS MADE TO RECOVER THE MARK, BUT A VERY VICIOUS ACTING
 SY0458'DOG, WHOSE CHAIN PERMITTED HIM TO COME TO THE END OF THE FOOT
 SY0458'BRIDGE PREVENTED MY GAINING ACCESS TO THE PROPERTY.  VERY LIKELY
 SY0458'THE MARK IS STILL THERE.
 SY0458
 SY0458                          STATION RECOVERY (1962)
 SY0458
 SY0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1709 ***********************************************************************
 RC1709  DESIGNATION -  8 WF
 RC1709  PID         -  RC1709
 RC1709  STATE/COUNTY-  WA/KLICKITAT
 RC1709  USGS QUAD   -  GULER MTN (1983)
 RC1709
 RC1709                         *CURRENT SURVEY CONTROL
 RC1709  ___________________________________________________________________
 RC1709* NAD 83(1986)-  45 58 28.     (N)    121 35 27.     (W)     SCALED    
 RC1709* NAVD 88     -       737.461  (meters)    2419.49   (feet)  ADJUSTED  
 RC1709  ___________________________________________________________________
 RC1709  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 RC1709  DYNAMIC HT  -         737.384 (meters)    2419.23  (feet)  COMP
 RC1709  MODELED GRAV-     980,486.5   (mgal)                       NAVD 88
 RC1709
 RC1709  VERT ORDER  -  SECOND    CLASS 0
 RC1709
 RC1709.The horizontal coordinates were scaled from a topographic map and have
 RC1709.an estimated accuracy of +/- 6 seconds.
 RC1709
 RC1709.The orthometric height was determined by differential leveling
 RC1709.and adjusted by the National Geodetic Survey in June 1991..
 RC1709
 RC1709.The geoid height was determined by GEOID03.
 RC1709
 RC1709.The dynamic height is computed by dividing the NAVD 88
 RC1709.geopotential number by the normal gravity value computed on the
 RC1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1709.degrees latitude (g = 980.6199 gals.).
 RC1709
 RC1709.The modeled gravity was interpolated from observed gravity values.
 RC1709
 RC1709;                    North         East    Units  Estimated Accuracy
 RC1709;SPC WA S     -    71,840.      415,470.      MT  (+/- 180 meters Scaled)
 RC1709
 RC1709                          SUPERSEDED SURVEY CONTROL
 RC1709
 RC1709  NGVD 29 (??/??/92)  736.390  (m)         2415.97   (f) ADJ UNCH    2 0
 RC1709
 RC1709.Superseded values are not recommended for survey control.
 RC1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1709.See file dsdata.txt to determine how the superseded data were derived.
 RC1709
 RC1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR091921(NAD 83)
 RC1709_MARKER: DD = SURVEY DISK
 RC1709_SETTING: 66 = SET IN ROCK OUTCROP
 RC1709_SP_SET: OUTCROP
 RC1709_STAMPING: 8 WF 1955 2416
 RC1709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1709+STABILITY: POSITION/ELEVATION WELL
 RC1709
 RC1709  HISTORY     - Date     Condition        Report By
 RC1709  HISTORY     - 1955     MONUMENTED       USGS
 RC1709  HISTORY     - 1956     GOOD             NGS
 RC1709  HISTORY     - 1968     MARK NOT FOUND   NGS
 RC1709
 RC1709                          STATION DESCRIPTION
 RC1709
 RC1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1709'3.2 MI SW FROM TROUT LAKE.
 RC1709'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 8-D FROM THE MOUNT ADAMS
 RC1709'RANGER STATION AT TROUT LAKE, IN R10E T6N S32, 4.0 MILES NORTHEAST OF
 RC1709'THE PETERSON PRAIRIE GUARD STATION, 100 FEET SOUTH OF THE CENTER OF
 RC1709'THE Y JUNCTION OF CAVE CREEK ROAD LEADING SOUTHEAST, IN THE TOP OF A
 RC1709'LAVA OUTCROP WHICH PROJECTS 1/2 FOOT ABOVE THE GROUND, 18 FEET
 RC1709'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 RC1709'HIGHWAY.  NOTE-- NO SOLID OUTCROPS WERE FOUND IN THE VICINITY, BRUSH
 RC1709'HAS BEEN CLEARED BACK ABOUT 20 FT. FROM THE CENTERLINE OF THE HIGHWAY.
 RC1709
 RC1709                          STATION RECOVERY (1968)
 RC1709
 RC1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC1709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1655 ***********************************************************************
 SW1655  DESIGNATION -  80 FMK
 SW1655  PID         -  SW1655
 SW1655  STATE/COUNTY-  WA/DOUGLAS
 SW1655  USGS QUAD   -  SAGEBRUSH FLAT (1985)
 SW1655
 SW1655                         *CURRENT SURVEY CONTROL
 SW1655  ___________________________________________________________________
 SW1655* NAD 83(1998)-  47 29 55.30256(N)    119 43 08.36379(W)     ADJUSTED  
 SW1655* NAVD 88     -       526.3    (meters)    1727.     (feet)  GPS OBS   
 SW1655  ___________________________________________________________________
 SW1655  X           -  -2,140,295.260 (meters)                     COMP
 SW1655  Y           -  -3,749,448.971 (meters)                     COMP
 SW1655  Z           -   4,679,773.202 (meters)                     COMP
 SW1655  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 SW1655  ELLIP HEIGHT-         506.56  (meters)          (07/05/01) GPS OBS
 SW1655  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 SW1655
 SW1655  HORZ ORDER  -  FIRST
 SW1655  ELLP ORDER  -  FOURTH    CLASS II
 SW1655
 SW1655.The horizontal coordinates were established by GPS observations
 SW1655.and adjusted by the National Geodetic Survey in July 2001..
 SW1655.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1655.DATUM ITEM on the data sheet items page.
 SW1655
 SW1655.The orthometric height was determined by GPS observations and a
 SW1655.high-resolution geoid model.
 SW1655
 SW1655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1655
 SW1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1655
 SW1655.The ellipsoidal height was determined by GPS observations
 SW1655.and is referenced to NAD 83.
 SW1655
 SW1655.The geoid height was determined by GEOID03.
 SW1655
 SW1655;                    North         East     Units Scale Factor Converg.
 SW1655;SPC WA N     -    56,053.942   583,957.773   MT  1.00000024   +0 49 46.7
 SW1655;SPC WA N     -   183,903.64  1,915,868.13   sFT  1.00000024   +0 49 46.7
 SW1655;UTM  11      - 5,264,168.241   295,225.083   MT  1.00011534   -2 00 19.1
 SW1655
 SW1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1655!SPC WA N     -   0.99992061  x   1.00000024  =   0.99992085
 SW1655!UTM  11      -   0.99992061  x   1.00011534  =   1.00003594
 SW1655
 SW1655                          SUPERSEDED SURVEY CONTROL
 SW1655
 SW1655  NAD 83(1991)-  47 29 55.30140(N)    119 43 08.36406(W) AD(       ) 1
 SW1655  ELLIP H (01/21/94)  506.68   (m)                       GP(       ) 4 1
 SW1655
 SW1655.Superseded values are not recommended for survey control.
 SW1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1655.See file dsdata.txt to determine how the superseded data were derived.
 SW1655
 SW1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9522564168(NAD 83)
 SW1655_MARKER: DB = BENCH MARK DISK
 SW1655_SETTING: 66 = SET IN ROCK OUTCROP
 SW1655_SP_SET: ROCK OUTCROP
 SW1655_STAMPING: 80 FMK 1962 1723
 SW1655_MARK LOGO: USGS  
 SW1655_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1655+STABILITY: POSITION/ELEVATION WELL
 SW1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1655+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 SW1655
 SW1655  HISTORY     - Date     Condition        Report By
 SW1655  HISTORY     - 1962     MONUMENTED       USGS
 SW1655  HISTORY     - 19930505 GOOD             DCPW
 SW1655
 SW1655                          STATION DESCRIPTION
 SW1655
 SW1655'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1655'THE STATION IS APPROXIMATELY 21 MI (33.8 KM) SW OF COULEE CITY, WA,
 SW1655'10.5 MI (16.9 KM) NE OF PALISADES, WA, AND 19.5 MI (31.4 KM) SE OF
 SW1655'WATERVILLE, WA IN THE SW 1/4 OF SECTION 8, T23N, R25E, WM, DOUGLAS
 SW1655'COUNTY, WA.
 SW1655'TO REACH STATION FROM THE POST OFFICE AND GENERAL STORE IN DOUGLAS,
 SW1655'WA, DRIVE EASTERLY ALONG HIGHWAY 2 16.06 MI (25.85 KM) TO THE
 SW1655'INTERSECTION OF THE MOSES COULEE ROAD, A PAVED ROAD TO THE SOUTH.
 SW1655'CONTINUE SOUTH ALONG THE MOSES COULEE ROAD 7.0 MI (11.3 KM) TO THE
 SW1655'STATION 72 FT (21.9 M) SOUTH OF AND 15 FT (4.6 M) HIGHER THAN THE
 SW1655'CENTERLINE OF THE ROAD, ON TOP OF A SMALL ROCKY KNOB, 38.9 FT
 SW1655'(11.9 M) N64E OF POWER POLE 2325084100, APPROXIMATELY 200 FT
 SW1655'(61.0 M) S50W OF A CURVE AHEAD SIGN, AND 4.1 FT (1.2 M) N10E OF AN
 SW1655'ORANGE CARSONITE WITNESS POST.
 SW1655'STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -80 FMK 1962 1723- SET IN
 SW1655'THE TOP OF A BASALT OUTCROP PROJECTING 0.5 FT (0.2 M) ABOVE THE
 SW1655'SURFACE.
 SW1655'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1655'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1024 ***********************************************************************
 SY1024  DESIGNATION -  80 GWM USGS
 SY1024  PID         -  SY1024
 SY1024  STATE/COUNTY-  WA/KITSAP
 SY1024  USGS QUAD   -  BREMERTON EAST (1981)
 SY1024
 SY1024                         *CURRENT SURVEY CONTROL
 SY1024  ___________________________________________________________________
 SY1024* NAD 83(1986)-  47 35 53.     (N)    122 32 24.     (W)     SCALED    
 SY1024* NAVD 88     -         9.209  (meters)      30.21   (feet)  POSTED    
 SY1024  ___________________________________________________________________
 SY1024  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SY1024  DYNAMIC HT  -           9.210 (meters)      30.22  (feet)  COMP
 SY1024  MODELED GRAV-     980,755.2   (mgal)                       NAVD 88
 SY1024
 SY1024  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1024
 SY1024.The horizontal coordinates were scaled from a topographic map and have
 SY1024.an estimated accuracy of +/- 6 seconds.
 SY1024
 SY1024.The orthometric height was determined by differential leveling
 SY1024.and adjusted by the National Geodetic Survey in 1992..
 SY1024.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1024.rate of 0.0 thru 1.0 mm/km.
 SY1024
 SY1024.The geoid height was determined by GEOID03.
 SY1024
 SY1024.The dynamic height is computed by dividing the NAVD 88
 SY1024.geopotential number by the normal gravity value computed on the
 SY1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1024.degrees latitude (g = 980.6199 gals.).
 SY1024
 SY1024.The modeled gravity was interpolated from observed gravity values.
 SY1024
 SY1024;                    North         East    Units  Estimated Accuracy
 SY1024;SPC WA N     -    67,920.      371,670.      MT  (+/- 180 meters Scaled)
 SY1024
 SY1024                          SUPERSEDED SURVEY CONTROL
 SY1024
 SY1024  NGVD 29 (??/??/??)    8.147  (m)           26.73   (f) ADJUSTED    1 2
 SY1024
 SY1024.Superseded values are not recommended for survey control.
 SY1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1024.See file dsdata.txt to determine how the superseded data were derived.
 SY1024
 SY1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET345717(NAD 83)
 SY1024_MARKER: DD = SURVEY DISK
 SY1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1024_STAMPING: 80 GWM 27 1951
 SY1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1024+STABILITY: SURFACE MOTION
 SY1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1024+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004
 SY1024
 SY1024  HISTORY     - Date     Condition        Report By
 SY1024  HISTORY     - 1951     MONUMENTED       USGS
 SY1024  HISTORY     - 1956     GOOD             CGS
 SY1024  HISTORY     - 19960825 GOOD             USPSQD
 SY1024  HISTORY     - 20040408 GOOD             INDIV
 SY1024
 SY1024                          STATION DESCRIPTION
 SY1024
 SY1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1024'0.6 MI SE FROM LYNWOOD CENTER.
 SY1024'0.6 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE PORT BLAKELY POST
 SY1024'OFFICE AT LYNWOOD CENTER, 1.4 MILES WEST OF THE PORT BLAKELY TAVERN,
 SY1024'IN R2E T24N S3, AT WEST BLAKELY, AT THE Y JUNCTION OF A ROAD LEADING
 SY1024'SOUTHEAST TO FORT WARD AND BEANS POINT, 49 FEET SOUTH OF THE CENTER
 SY1024'LINE OF THE ROAD LEADING TO PORT BLAKELY, 38 1/2 FEET SOUTHWEST OF THE
 SY1024'CENTER LINE OF THE ROAD LEADING SOUTHEAST, 25 FEET WEST OF THE CENTER
 SY1024'LINE OF A DRIVEWAY LEADING SOUTH TO A HOUSE, 3.3 FEET SOUTH OF A
 SY1024'FENCE, 1.4 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 SY1024'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 SY1024'GROUND.
 SY1024
 SY1024                          STATION RECOVERY (1996)
 SY1024
 SY1024'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1024'RECOVERED IN GOOD CONDITION.
 SY1024
 SY1024                          STATION RECOVERY (2004)
 SY1024
 SY1024'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BBK)
 SY1024'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0027 ***********************************************************************
 SX0027  DESIGNATION -  80 M RM
 SX0027  PID         -  SX0027
 SX0027  STATE/COUNTY-  WA/CHELAN
 SX0027  USGS QUAD   -  ENTIAT (1987)
 SX0027
 SX0027                         *CURRENT SURVEY CONTROL
 SX0027  ___________________________________________________________________
 SX0027* NAD 83(1986)-  47 41 56.     (N)    120 12 37.     (W)     SCALED    
 SX0027* NAVD 88     -       215.41   (+/-2cm)     706.7    (feet)  VERTCON   
 SX0027  ___________________________________________________________________
 SX0027  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 SX0027
 SX0027  VERT ORDER  -  ? (See Below)
 SX0027
 SX0027.The horizontal coordinates were scaled from a topographic map and have
 SX0027.an estimated accuracy of +/- 6 seconds.
 SX0027
 SX0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0027.The vertical order pertains to the NGVD 29 superseded value.
 SX0027
 SX0027.The geoid height was determined by GEOID03.
 SX0027
 SX0027;                    North         East    Units  Estimated Accuracy
 SX0027;SPC WA N     -    77,890.      546,760.      MT  (+/- 180 meters Scaled)
 SX0027
 SX0027                          SUPERSEDED SURVEY CONTROL
 SX0027
 SX0027  NGVD 29 (??/??/92)  214.227  (m)          702.84   (f) ADJ UNCH    ?  
 SX0027
 SX0027.Superseded values are not recommended for survey control.
 SX0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0027.See file dsdata.txt to determine how the superseded data were derived.
 SX0027
 SX0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT093866(NAD 83)
 SX0027_MARKER: DB = BENCH MARK DISK
 SX0027_SETTING: 80 = SET IN A BOULDER
 SX0027_SP_SET: BOULDER
 SX0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0027+STABILITY: SURFACE MOTION
 SX0027
 SX0027  HISTORY     - Date     Condition        Report By
 SX0027  HISTORY     - UNK      MONUMENTED       USGS
 SX0027  HISTORY     - 1934     GOOD             NGS
 SX0027
 SX0027                          STATION DESCRIPTION
 SX0027
 SX0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0027'2.75 MI N FROM ENTIAT.
 SX0027'ABOUT 2-3/4 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SX0027'STATION AT ENTIAT, CHELAN COUNTY, ABOUT 520 FEET SOUTHEAST OF A FARM
 SX0027'HOUSE, ABOUT 195 FEET SOUTH ALONG THE TRACK FROM MILEAGE POST 21.59,
 SX0027'ON THE TOP OF A SPLIT GRANITE BOULDER, 7 FEET LONG AND 6 FEET WIDE
 SX0027'PROJECTING ABOUT 4 FEET ABOVE THE GROUND AND PAINTED R.P.  A CHISELED
 SX0027'CIRCLE.  NOTE-- THIS B.M. IS ABOUT 120 FEET SOUTH OF B.M. 80 M
 SX0027'(U.S.G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0472 ***********************************************************************
 TO0472  DESIGNATION -  808
 TO0472  PID         -  TO0472
 TO0472  STATE/COUNTY-  WA/STEVENS
 TO0472  USGS QUAD   -  NORTHPORT (1992)
 TO0472
 TO0472                         *CURRENT SURVEY CONTROL
 TO0472  ___________________________________________________________________
 TO0472* NAD 83(1986)-  48 55 55.     (N)    117 45 28.     (W)     SCALED    
 TO0472* NAVD 88     -       412.756  (meters)    1354.18   (feet)  ADJUSTED  
 TO0472  ___________________________________________________________________
 TO0472  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 TO0472  DYNAMIC HT  -         412.826 (meters)    1354.41  (feet)  COMP
 TO0472  MODELED GRAV-     980,768.7   (mgal)                       NAVD 88
 TO0472
 TO0472  VERT ORDER  -  FIRST     CLASS II
 TO0472
 TO0472.The horizontal coordinates were scaled from a topographic map and have
 TO0472.an estimated accuracy of +/- 6 seconds.
 TO0472
 TO0472.The orthometric height was determined by differential leveling
 TO0472.and adjusted by the National Geodetic Survey in June 1991..
 TO0472
 TO0472.The geoid height was determined by GEOID03.
 TO0472
 TO0472.The dynamic height is computed by dividing the NAVD 88
 TO0472.geopotential number by the normal gravity value computed on the
 TO0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0472.degrees latitude (g = 980.6199 gals.).
 TO0472
 TO0472.The modeled gravity was interpolated from observed gravity values.
 TO0472
 TO0472;                    North         East    Units  Estimated Accuracy
 TO0472;SPC WA N     -   219,310.      725,300.      MT  (+/- 180 meters Scaled)
 TO0472
 TO0472                          SUPERSEDED SURVEY CONTROL
 TO0472
 TO0472  NGVD 29 (??/??/92)  411.518  (m)         1350.12   (f) ADJ UNCH    1 2
 TO0472
 TO0472.Superseded values are not recommended for survey control.
 TO0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0472.See file dsdata.txt to determine how the superseded data were derived.
 TO0472
 TO0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ444201(NAD 83)
 TO0472_MARKER: DB = BENCH MARK DISK
 TO0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0472_STAMPING: 808
 TO0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0472+STABILITY: SURFACE MOTION
 TO0472
 TO0472  HISTORY     - Date     Condition        Report By
 TO0472  HISTORY     - UNK      MONUMENTED       LOCENG
 TO0472  HISTORY     - 1951     MARK NOT FOUND   NGS
 TO0472
 TO0472                          STATION DESCRIPTION
 TO0472
 TO0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TO0472'1.5 MI N FROM NORTHPORT.
 TO0472'ALONG THE GREAT NORTHERN RAILROAD, 250 FEET NORTH OF WOOD RAILROAD
 TO0472'TRESTLE MARKED 130.8, AND 335 FEET WEST OF TRACK CENTERLINE, NEAR EDGE
 TO0472'OF RIVER BANK, WITNESS POST SET.  A DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0327 ***********************************************************************
 RZ0327  DESIGNATION -  808.9
 RZ0327  PID         -  RZ0327
 RZ0327  STATE/COUNTY-  WA/ASOTIN
 RZ0327  USGS QUAD   -  LEWISTON ORCHARDS SOUTH (1972)
 RZ0327
 RZ0327                         *CURRENT SURVEY CONTROL
 RZ0327  ___________________________________________________________________
 RZ0327* NAD 83(1986)-  46 17 49.     (N)    116 59 36.     (W)     SCALED    
 RZ0327* NAVD 88     -       247.423  (meters)     811.75   (feet)  ADJUSTED  
 RZ0327  ___________________________________________________________________
 RZ0327  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 RZ0327  DYNAMIC HT  -         247.407 (meters)     811.70  (feet)  COMP
 RZ0327  MODELED GRAV-     980,544.2   (mgal)                       NAVD 88
 RZ0327
 RZ0327  VERT ORDER  -  SECOND    CLASS 0
 RZ0327
 RZ0327.The horizontal coordinates were scaled from a topographic map and have
 RZ0327.an estimated accuracy of +/- 6 seconds.
 RZ0327
 RZ0327.The orthometric height was determined by differential leveling
 RZ0327.and adjusted by the National Geodetic Survey in June 1991..
 RZ0327
 RZ0327.The geoid height was determined by GEOID03.
 RZ0327
 RZ0327.The dynamic height is computed by dividing the NAVD 88
 RZ0327.geopotential number by the normal gravity value computed on the
 RZ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0327.degrees latitude (g = 980.6199 gals.).
 RZ0327
 RZ0327.The modeled gravity was interpolated from observed gravity values.
 RZ0327
 RZ0327;                    North         East    Units  Estimated Accuracy
 RZ0327;SPC WA S     -   113,110.      770,070.      MT  (+/- 180 meters Scaled)
 RZ0327
 RZ0327                          SUPERSEDED SURVEY CONTROL
 RZ0327
 RZ0327  NGVD 29 (??/??/92)  246.410  (m)          808.43   (f) ADJ UNCH    2 0
 RZ0327
 RZ0327.Superseded values are not recommended for survey control.
 RZ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0327.See file dsdata.txt to determine how the superseded data were derived.
 RZ0327
 RZ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM005270(NAD 83)
 RZ0327_MARKER: Q = CHISELED SQUARE
 RZ0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0327_SP_SET: CULVERT
 RZ0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0327
 RZ0327  HISTORY     - Date     Condition        Report By
 RZ0327  HISTORY     - UNK      MONUMENTED       USGS
 RZ0327  HISTORY     - 1946     GOOD             NGS
 RZ0327
 RZ0327                          STATION DESCRIPTION
 RZ0327
 RZ0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0327'4.8 MI S FROM ASOTIN.
 RZ0327'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0327'SNAKE RIVER, 4.8 MILES SOUTH OF THE COURT HOUSE AT ASOTIN, AT THE
 RZ0327'JUNCTION OF TEN MILE ROAD, 15.5 FEET EAST OF CENTER OF TEN MILE ROAD,
 RZ0327'14.5 FEET SOUTHWEST OF CENTER OF ASOTIN-ROGERSBURG ROAD, AN OUTLINED
 RZ0327'CHISELED SQUARE CUT ON TOP OF AND 0.4 FOOT WEST OF THE EAST END OF THE
 RZ0327'SOUTH HEAD-WALL OF A 2-FOOT CONCRETE PIPE CULVERT UNDER THE
 RZ0327'INTERSECTION OF THE ROADS, ABOUT 2 FEET ABOVE THE ASOTIN-ROGERSBURG
 RZ0327'ROAD AND 0.5 FOOT BELOW THE TEN MILE ROAD, 808.9 PAINTED ON END OF
 RZ0327'HEAD-WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AD9551 ***********************************************************************
 AD9551  SACS        -  This is a Secondary Airport Control Station.
 AD9551  DESIGNATION -  80WA A
 AD9551  PID         -  AD9551
 AD9551  STATE/COUNTY-  WA/GRANT
 AD9551  USGS QUAD   -  QUINCY (1966)
 AD9551
 AD9551                         *CURRENT SURVEY CONTROL
 AD9551  ___________________________________________________________________
 AD9551* NAD 83(1998)-  47 12 40.46029(N)    119 50 23.50512(W)     ADJUSTED  
 AD9551* NAVD 88     -       386.32   (meters)    1267.5    (feet)  GPS OBS   
 AD9551  ___________________________________________________________________
 AD9551  X           -  -2,159,850.702 (meters)                     COMP
 AD9551  Y           -  -3,765,235.169 (meters)                     COMP
 AD9551  Z           -   4,658,017.673 (meters)                     COMP
 AD9551  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AD9551  ELLIP HEIGHT-         365.87  (meters)          (07/02/01) GPS OBS
 AD9551  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 AD9551
 AD9551  HORZ ORDER  -  FIRST
 AD9551  ELLP ORDER  -  THIRD     CLASS II
 AD9551
 AD9551.This mark is at Quincy Municipal Airport (80WA)
 AD9551
 AD9551.The horizontal coordinates were established by GPS observations
 AD9551.and adjusted by the National Geodetic Survey in July 2001..
 AD9551.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9551.DATUM ITEM on the data sheet items page.
 AD9551
 AD9551.The orthometric height was determined by GPS observations and a
 AD9551.high-resolution geoid model.
 AD9551
 AD9551.GPS derived orthometric heights for airport stations designated as
 AD9551.PACS or SACS are published to 2 decimal places.  This maintains
 AD9551.centimeter relative accuracy between the PACS and SACS.  It does
 AD9551.not indicate centimeter accuracy relative to other marks which are
 AD9551.part of the NAVD 88 network.
 AD9551
 AD9551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9551
 AD9551.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9551
 AD9551.The ellipsoidal height was determined by GPS observations
 AD9551.and is referenced to NAD 83.
 AD9551
 AD9551.The geoid height was determined by GEOID03.
 AD9551
 AD9551;                    North         East     Units Scale Factor Converg.
 AD9551;SPC WA S     -   208,945.458   550,007.323   MT  0.99997436   +0 28 46.3
 AD9551;SPC WA S     -   685,515.22  1,804,482.36   sFT  0.99997436   +0 28 46.3
 AD9551;UTM  11      - 5,232,551.291   284,956.919   MT  1.00016836   -2 05 05.5
 AD9551
 AD9551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9551!SPC WA S     -   0.99994265  x   0.99997436  =   0.99991702
 AD9551!UTM  11      -   0.99994265  x   1.00016836  =   1.00011100
 AD9551
 AD9551                          SUPERSEDED SURVEY CONTROL
 AD9551
 AD9551  NAD 83(1998)-  47 12 40.46007(N)    119 50 23.50626(W) AD(       ) 1
 AD9551  ELLIP H (07/23/97)  365.89   (m)                       GP(       ) 3 1
 AD9551
 AD9551.Superseded values are not recommended for survey control.
 AD9551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9551.See file dsdata.txt to determine how the superseded data were derived.
 AD9551
 AD9551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN8495732551(NAD 83)
 AD9551_MARKER: DD = SURVEY DISK
 AD9551_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9551_STAMPING: 80WA A 1996
 AD9551_MARK LOGO: NGS   
 AD9551_PROJECTION: FLUSH
 AD9551_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9551+STABILITY: SURFACE MOTION
 AD9551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9551+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1997
 AD9551_ROD/PIPE-DEPTH: 1.0  meters
 AD9551
 AD9551  HISTORY     - Date     Condition        Report By
 AD9551  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9551  HISTORY     - 19970828 GOOD             NGS
 AD9551
 AD9551                          STATION DESCRIPTION
 AD9551
 AD9551'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9551'STATION IS LOCATED ABOUT 25 MILES (40.2 KM) WEST OF MOSES LAKE, 15
 AD9551'MILES (24.1 KM) SOUTHWEST OF EPHRATA, 2.5 MILES (4.0 KM) SOUTHEAST OF
 AD9551'QUINCY AT THE QUINCY MUNICIPAL AIRPORT, PAT CONNELY - AIRPORT MANAGER
 AD9551'509-787-3715  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AD9551'28 AND STATE HIGHWAY 281 IN QUINCY PROCEED SOUTH ON SH 281 3.0 MILES
 AD9551'(4.8 KM) TO 7 NW, TURN LEFT AND PROCEED EAST ON 7 NW 1.0 MILES (1.6
 AD9551'KM) TO A STOP SIGN AT P NW, TURN LEFT AND PROCEED NORTH ON P NW 1.4
 AD9551'MILES (2.3 KM) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT AND
 AD9551'PROCEED WEST 0.1 MILES (0.2 KM) TO THE GATE NORTH OF THE HANGAR, PASS
 AD9551'THROUGH THE GATE AND PROCEED LEFT (SOUTH) ALONG THE TRACK 0.05 MILES
 AD9551'(0.08 KM) TO A CHIP SEALED TAXIWAY, TURN RIGHT AND PROCEED WEST ALONG
 AD9551'TAXIWAY 0.2 MILES (0.3 KM) TO A TURN WHERE THE TAXIWAY TURNS SOUTH AND
 AD9551'JOINS THE RUNWAY, PROCEED SOUTH 0.05 MILES (0.08 KM) ACROSS THE RUNWAY
 AD9551'TO THE GRASS INFIELD AREA, TURN RIGHT AND PROCEED WEST PARALLEL TO THE
 AD9551'RUNWAY 200 FT (61.0 M) TO THE STATION IN LINE WITH THE 1ST PAIR OF
 AD9551'RUNWAY LIGHTS WEST OF THE TAXIWAY, APPROXIMATELY 10 M (32.8 FT) NORTH
 AD9551'OF THE FENCELINE  THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET
 AD9551'INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 13 CM BELOW
 AD9551'GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH A NGS LOGO CAP
 AD9551'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 AD9551'THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AD9551'PIPE.  THE STATION IS LOCATED 40.2 M (131.9 FT) SOUTH OF THE
 AD9551'CENTERLINE OF THE RUNWAY, 61.3 M (201.1 FT) WEST OF THE PROJECTED
 AD9551'CENTERLINE OF THE TAXIWAY, 9.5 M (31.2 FT) NORTH OF THE PERIMETER
 AD9551'FENCE, 67.7 SOUTHWEST OF THE RUNWAY LIGHT DIRECTLY OPPOSITE THE END OF
 AD9551'THE TAXIWAY, 29.0 M (95.1 FT) SOUTH OF THE 1ST RUNWAY LIGHT WEST OF
 AD9551'THE TAXIWAY  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AD9551'STATION (SACS) - WASHINGTON ANA SURVEYS 1996
 AD9551
 AD9551                          STATION RECOVERY (1997)
 AD9551
 AD9551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9551'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0019 ***********************************************************************
 SX0019  DESIGNATION -  81 M RM
 SX0019  PID         -  SX0019
 SX0019  STATE/COUNTY-  WA/CHELAN
 SX0019  USGS QUAD   -  ENTIAT (1987)
 SX0019
 SX0019                         *CURRENT SURVEY CONTROL
 SX0019  ___________________________________________________________________
 SX0019* NAD 83(1986)-  47 39 39.     (N)    120 13 31.     (W)     SCALED    
 SX0019* NAVD 88     -       213.27   (+/-2cm)     699.7    (feet)  VERTCON   
 SX0019  ___________________________________________________________________
 SX0019  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 SX0019
 SX0019  VERT ORDER  -  ? (See Below)
 SX0019
 SX0019.The horizontal coordinates were scaled from a topographic map and have
 SX0019.an estimated accuracy of +/- 6 seconds.
 SX0019
 SX0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0019.The vertical order pertains to the NGVD 29 superseded value.
 SX0019
 SX0019.The geoid height was determined by GEOID03.
 SX0019
 SX0019;                    North         East    Units  Estimated Accuracy
 SX0019;SPC WA N     -    73,650.      545,670.      MT  (+/- 180 meters Scaled)
 SX0019
 SX0019                          SUPERSEDED SURVEY CONTROL
 SX0019
 SX0019  NGVD 29 (??/??/92)  212.104  (m)          695.88   (f) ADJ UNCH    ?  
 SX0019
 SX0019.Superseded values are not recommended for survey control.
 SX0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0019.See file dsdata.txt to determine how the superseded data were derived.
 SX0019
 SX0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT083823(NAD 83)
 SX0019_MARKER: DR = REFERENCE MARK DISK
 SX0019_SETTING: 80 = SET IN A BOULDER
 SX0019_SP_SET: BOULDER
 SX0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0019+STABILITY: SURFACE MOTION
 SX0019
 SX0019  HISTORY     - Date     Condition        Report By
 SX0019  HISTORY     - UNK      MONUMENTED       USGS
 SX0019  HISTORY     - 1934     GOOD             NGS
 SX0019  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0019
 SX0019                          STATION DESCRIPTION
 SX0019
 SX0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0019'0.5 MI S FROM ENTIAT.
 SX0019'ABOUT 0.5 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SX0019'AT ENTIAT, CHELAN COUNTY, ABOUT 490 FEET SOUTH OF THE SOUTH END OF THE
 SX0019'BRIDGE OVER THE ENTIAT RIVER, AT A SHALLOW CUT, AND ABOUT 18 FEET EAST
 SX0019'OF THE CENTER OF THE TRACK, ON THE TOP OF A BROKEN GRANITE BOULDER
 SX0019'PAINTED R.P. AND PROJECTING ABOUT 3 FEET ABOVE THE GROUND. A CHISELED
 SX0019'CIRCLE.
 SX0019
 SX0019                          STATION RECOVERY (1982)
 SX0019
 SX0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0019'SEARCHED FOR BUT NOT RECOVERED IN 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0307 ***********************************************************************
 RZ0307  DESIGNATION -  810.7
 RZ0307  PID         -  RZ0307
 RZ0307  STATE/COUNTY-  WA/ASOTIN
 RZ0307  USGS QUAD   -  CAPTAIN JOHN RAPIDS (1968)
 RZ0307
 RZ0307                         *CURRENT SURVEY CONTROL
 RZ0307  ___________________________________________________________________
 RZ0307* NAD 83(1986)-  46 09 15.     (N)    116 56 12.     (W)     SCALED    
 RZ0307* NAVD 88     -       248.014  (meters)     813.69   (feet)  ADJUSTED  
 RZ0307  ___________________________________________________________________
 RZ0307  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 RZ0307  DYNAMIC HT  -         247.991 (meters)     813.62  (feet)  COMP
 RZ0307  MODELED GRAV-     980,515.5   (mgal)                       NAVD 88
 RZ0307
 RZ0307  VERT ORDER  -  SECOND    CLASS 0
 RZ0307
 RZ0307.The horizontal coordinates were scaled from a topographic map and have
 RZ0307.an estimated accuracy of +/- 6 seconds.
 RZ0307
 RZ0307.The orthometric height was determined by differential leveling
 RZ0307.and adjusted by the National Geodetic Survey in June 1991..
 RZ0307
 RZ0307.The geoid height was determined by GEOID03.
 RZ0307
 RZ0307.The dynamic height is computed by dividing the NAVD 88
 RZ0307.geopotential number by the normal gravity value computed on the
 RZ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0307.degrees latitude (g = 980.6199 gals.).
 RZ0307
 RZ0307.The modeled gravity was interpolated from observed gravity values.
 RZ0307
 RZ0307;                    North         East    Units  Estimated Accuracy
 RZ0307;SPC WA S     -    97,450.      775,150.      MT  (+/- 180 meters Scaled)
 RZ0307
 RZ0307                          SUPERSEDED SURVEY CONTROL
 RZ0307
 RZ0307  NGVD 29 (??/??/92)  246.973  (m)          810.28   (f) ADJ UNCH    2 0
 RZ0307
 RZ0307.Superseded values are not recommended for survey control.
 RZ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0307.See file dsdata.txt to determine how the superseded data were derived.
 RZ0307
 RZ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM048111(NAD 83)
 RZ0307_MARKER: Q = CHISELED SQUARE
 RZ0307_SETTING: 80 = SET IN A BOULDER
 RZ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0307+STABILITY: SURFACE MOTION
 RZ0307
 RZ0307  HISTORY     - Date     Condition        Report By
 RZ0307  HISTORY     - UNK      MONUMENTED       USGS
 RZ0307  HISTORY     - 1946     GOOD             NGS
 RZ0307
 RZ0307                          STATION DESCRIPTION
 RZ0307
 RZ0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0307'16.75 MI S FROM ASOTIN.
 RZ0307'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0307'SNAKE RIVER, 16.75 MILES SOUTH OF THE COURT HOUSE AT ASOTIN, AT A
 RZ0307'PRIVATE FERRY LANDING WHICH IS DIRECTLY ACROSS THE RIVER FROM A LARGE
 RZ0307'YELLOW TWO-STORY RANCH HOUSE, 40.5 FEET SOUTH OF THE SOUTHWEST CORNER
 RZ0307'OF A PRIVATE CAR GARAGE, 24.0 FEET SOUTH OF CENTER OF THE NORTH END OF
 RZ0307'A 1 1/2-FOOT IRON PIPE CULVERT UNDER THE ROAD AT THE CROSSING OF A
 RZ0307'SMALL RAVINE, 9.5 FEET WEST OF CENTER OF THE ROAD, AN OUTLINED
 RZ0307'CHISELED SQUARE CUT ON TOP OF AN EMBEDDED BOULDER ABOUT 1 FOOT ABOVE
 RZ0307'THE ROAD, 810.7 PAINTED ON THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4296 ***********************************************************************
 RD4296  DESIGNATION -  8110
 RD4296  PID         -  RD4296
 RD4296  STATE/COUNTY-  WA/CLARK
 RD4296  USGS QUAD   -  ORCHARDS (1990)
 RD4296
 RD4296                         *CURRENT SURVEY CONTROL
 RD4296  ___________________________________________________________________
 RD4296* NAD 83(1986)-  45 40 53.     (N)    122 33 08.     (W)     SCALED    
 RD4296* NAVD 88     -        77.481  (meters)     254.20   (feet)  ADJUSTED  
 RD4296  ___________________________________________________________________
 RD4296  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 RD4296  DYNAMIC HT  -          77.481 (meters)     254.20  (feet)  COMP
 RD4296  MODELED GRAV-     980,618.9   (mgal)                       NAVD 88
 RD4296
 RD4296  VERT ORDER  -  SECOND    CLASS II
 RD4296
 RD4296.The horizontal coordinates were scaled from a topographic map and have
 RD4296.an estimated accuracy of +/- 6 seconds.
 RD4296
 RD4296.The orthometric height was determined by differential leveling
 RD4296.and adjusted by the National Geodetic Survey in April 1995..
 RD4296
 RD4296.The geoid height was determined by GEOID03.
 RD4296
 RD4296.The dynamic height is computed by dividing the NAVD 88
 RD4296.geopotential number by the normal gravity value computed on the
 RD4296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4296.degrees latitude (g = 980.6199 gals.).
 RD4296
 RD4296.The modeled gravity was interpolated from observed gravity values.
 RD4296
 RD4296;                    North         East    Units  Estimated Accuracy
 RD4296;SPC WA S     -    40,770.      340,130.      MT  (+/- 180 meters Scaled)
 RD4296
 RD4296                          SUPERSEDED SURVEY CONTROL
 RD4296
 RD4296  NGVD 29 (03/17/92)   76.430  (m)          250.75   (f) ADJUSTED    2 2
 RD4296
 RD4296.Superseded values are not recommended for survey control.
 RD4296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4296.See file dsdata.txt to determine how the superseded data were derived.
 RD4296
 RD4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348587(NAD 83)
 RD4296_MARKER: DB = BENCH MARK DISK
 RD4296_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4296_SP_SET: TOP OF CURB
 RD4296_STAMPING: 8110  1990
 RD4296_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4296
 RD4296  HISTORY     - Date     Condition        Report By
 RD4296  HISTORY     - 1990     MONUMENTED       WA-011
 RD4296  HISTORY     - 20040311 MARK NOT FOUND   USPSQD
 RD4296
 RD4296                          STATION DESCRIPTION
 RD4296
 RD4296'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4296'IN TOP OF WEST CURB OF N.E. 117TH AVE (SR-503),1.0 MILES NORTH OF
 RD4296'INTERSECTION OF SR-500, FOURTH PLAIN ROAD, AND SR-503, 74.7 FT
 RD4296'(22.8 M) NORTH OF PROJECTED CENTERLINE OF ENTRANCE TO COUNTY FACILITY
 RD4296'AT MABRY, 27.3 FT (8.3 M) NORTH OF NORTHERLY-MOST ANGLE POINT IN CURB
 RD4296'FOR BUS TURNOUT, 21.5 FT (6.6 M) EAST OF POWER POLE NO A22 3 41367
 RD4296'75SET 1 3/8 IN DIAM DOMED BRASS DISK
 RD4296
 RD4296                          STATION RECOVERY (2004)
 RD4296
 RD4296'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4296'THE STATION WAS SEARCHED FOR BUT NOT FOUND. NEW ROAD WAS BUILT IN LAST
 RD4296'FEW YEARS. THE MARK MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0576 ***********************************************************************
 TP0576  DESIGNATION -  817 USGS
 TP0576  PID         -  TP0576
 TP0576  STATE/COUNTY-  WA/DOUGLAS
 TP0576  USGS QUAD   -  BRIDGEPORT (1980)
 TP0576
 TP0576                         *CURRENT SURVEY CONTROL
 TP0576  ___________________________________________________________________
 TP0576* NAD 83(1986)-  48 01 01.     (N)    119 41 16.     (W)     SCALED    
 TP0576* NAVD 88     -       248.679  (meters)     815.87   (feet)  ADJUSTED  
 TP0576  ___________________________________________________________________
 TP0576  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 TP0576  DYNAMIC HT  -         248.715 (meters)     815.99  (feet)  COMP
 TP0576  MODELED GRAV-     980,750.0   (mgal)                       NAVD 88
 TP0576
 TP0576  VERT ORDER  -  SECOND    CLASS 0
 TP0576
 TP0576.The horizontal coordinates were scaled from a topographic map and have
 TP0576.an estimated accuracy of +/- 6 seconds.
 TP0576
 TP0576.The orthometric height was determined by differential leveling
 TP0576.and adjusted by the National Geodetic Survey in June 1991..
 TP0576
 TP0576.The geoid height was determined by GEOID03.
 TP0576
 TP0576.The dynamic height is computed by dividing the NAVD 88
 TP0576.geopotential number by the normal gravity value computed on the
 TP0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0576.degrees latitude (g = 980.6199 gals.).
 TP0576
 TP0576.The modeled gravity was interpolated from observed gravity values.
 TP0576
 TP0576;                    North         East    Units  Estimated Accuracy
 TP0576;SPC WA N     -   113,700.      585,450.      MT  (+/- 180 meters Scaled)
 TP0576
 TP0576                          SUPERSEDED SURVEY CONTROL
 TP0576
 TP0576  NGVD 29 (??/??/92)  247.451  (m)          811.85   (f) ADJ UNCH    2 0
 TP0576
 TP0576.Superseded values are not recommended for survey control.
 TP0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0576.See file dsdata.txt to determine how the superseded data were derived.
 TP0576
 TP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP995216(NAD 83)
 TP0576_MARKER: DD = SURVEY DISK
 TP0576_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TP0576_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TP0576_STAMPING: 817 FT. D-T
 TP0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0576
 TP0576  HISTORY     - Date     Condition        Report By
 TP0576  HISTORY     - UNK      MONUMENTED       USGS
 TP0576  HISTORY     - 1934     GOOD             NGS
 TP0576  HISTORY     - 1982     MARK NOT FOUND   NGS
 TP0576
 TP0576                          STATION DESCRIPTION
 TP0576
 TP0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TP0576'0.8 MI NW FROM BRIDGEPORT.
 TP0576'0.8 MI. N.W. ALONG COLUMBIA AVE. FROM POST OFFICE.  ALONG THE RIGHT OF
 TP0576'WAY OF COLUMBIA AVE. IN THE EAST CORNER OF GARDEN OF PLACE OWNED
 TP0576'AMERICAN FRUIT COMPANY, 47 FEET SOUTHWEST OF CENTER LINE OF COLUMBIA
 TP0576'AVE., 16 FEET S.W. OF N.E. FENCE LINE OF GARDEN FENCE, AND 20 FEET
 TP0576'N.W. OF S.E. FENCE LINE.
 TP0576
 TP0576                          STATION RECOVERY (1982)
 TP0576
 TP0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0576'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0301 ***********************************************************************
 RZ0301  DESIGNATION -  818.0
 RZ0301  PID         -  RZ0301
 RZ0301  STATE/COUNTY-  WA/ASOTIN
 RZ0301  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0301
 RZ0301                         *CURRENT SURVEY CONTROL
 RZ0301  ___________________________________________________________________
 RZ0301* NAD 83(1986)-  46 06 25.     (N)    116 57 19.     (W)     SCALED    
 RZ0301* NAVD 88     -       250.282  (meters)     821.13   (feet)  ADJUSTED  
 RZ0301  ___________________________________________________________________
 RZ0301  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 RZ0301  DYNAMIC HT  -         250.245 (meters)     821.01  (feet)  COMP
 RZ0301  MODELED GRAV-     980,465.1   (mgal)                       NAVD 88
 RZ0301
 RZ0301  VERT ORDER  -  SECOND    CLASS 0
 RZ0301
 RZ0301.The horizontal coordinates were scaled from a topographic map and have
 RZ0301.an estimated accuracy of +/- 6 seconds.
 RZ0301
 RZ0301.The orthometric height was determined by differential leveling
 RZ0301.and adjusted by the National Geodetic Survey in June 1991..
 RZ0301
 RZ0301.The geoid height was determined by GEOID03.
 RZ0301
 RZ0301.The dynamic height is computed by dividing the NAVD 88
 RZ0301.geopotential number by the normal gravity value computed on the
 RZ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0301.degrees latitude (g = 980.6199 gals.).
 RZ0301
 RZ0301.The modeled gravity was interpolated from observed gravity values.
 RZ0301
 RZ0301;                    North         East    Units  Estimated Accuracy
 RZ0301;SPC WA S     -    92,140.      773,950.      MT  (+/- 180 meters Scaled)
 RZ0301
 RZ0301                          SUPERSEDED SURVEY CONTROL
 RZ0301
 RZ0301  NGVD 29 (??/??/92)  249.221  (m)          817.65   (f) ADJ UNCH    2 0
 RZ0301
 RZ0301.Superseded values are not recommended for survey control.
 RZ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0301.See file dsdata.txt to determine how the superseded data were derived.
 RZ0301
 RZ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM034059(NAD 83)
 RZ0301_MARKER: Z = SEE DESCRIPTION
 RZ0301_SETTING: 80 = SET IN A BOULDER
 RZ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0301+STABILITY: SURFACE MOTION
 RZ0301
 RZ0301  HISTORY     - Date     Condition        Report By
 RZ0301  HISTORY     - UNK      MONUMENTED       DOD
 RZ0301  HISTORY     - 1946     GOOD             NGS
 RZ0301
 RZ0301                          STATION DESCRIPTION
 RZ0301
 RZ0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0301'2.75 MI N FROM ROGERSBURG.
 RZ0301'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0301'SNAKE RIVER, 2.75 MILES NORTH OF THE JUNCTION OF THE GRANDE RONDE AND
 RZ0301'THE SNAKE RIVERS AT ROGERSBURG, 0.45 MILE SOUTH OF THE ENTRANCE TO A
 RZ0301'RANCH HOUSE, 42.0 FEET EAST OF CENTER OF THE ROAD, 12.0 FEET EAST OF
 RZ0301'THE MOST EASTERLY TREE OF A GROUP OF SMALL HACKBERRY TREES BETWEEN THE
 RZ0301'ROAD AND THE BENCH MARK, DIRECTLY ACROSS THE RIVER FROM A ROAD WHICH
 RZ0301'LEADS DOWN A CANYON ON THE EAST BANK OF THE RIVER, 1/2-INCH IRON PIPE
 RZ0301'CEMENTED IN THE TOP OF A LARGE BOULDER LYING LOOSE ON TOP OF A GROUP
 RZ0301'OF LARGE BOULDERS ABOUT 12 FEET BELOW THE ROAD, U S E B M INSCRIBED IN
 RZ0301'THE CONCRETE AROUND THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0294 ***********************************************************************
 TQ0294  DESIGNATION -  819.8
 TQ0294  PID         -  TQ0294
 TQ0294  STATE/COUNTY-  WA/SNOHOMISH
 TQ0294  USGS QUAD   -  WHITE CHUCK MTN (1982)
 TQ0294
 TQ0294                         *CURRENT SURVEY CONTROL
 TQ0294  ___________________________________________________________________
 TQ0294* NAD 83(1986)-  48 11 22.     (N)    121 29 58.     (W)     SCALED    
 TQ0294* NAVD 88     -       251.491  (meters)     825.10   (feet)  ADJUSTED  
 TQ0294  ___________________________________________________________________
 TQ0294  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TQ0294  DYNAMIC HT  -         251.526 (meters)     825.21  (feet)  COMP
 TQ0294  MODELED GRAV-     980,744.6   (mgal)                       NAVD 88
 TQ0294
 TQ0294  VERT ORDER  -  SECOND    CLASS 0
 TQ0294
 TQ0294.The horizontal coordinates were scaled from a topographic map and have
 TQ0294.an estimated accuracy of +/- 6 seconds.
 TQ0294
 TQ0294.The orthometric height was determined by differential leveling
 TQ0294.and adjusted by the National Geodetic Survey in June 1991..
 TQ0294
 TQ0294.The geoid height was determined by GEOID03.
 TQ0294
 TQ0294.The dynamic height is computed by dividing the NAVD 88
 TQ0294.geopotential number by the normal gravity value computed on the
 TQ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0294.degrees latitude (g = 980.6199 gals.).
 TQ0294
 TQ0294.The modeled gravity was interpolated from observed gravity values.
 TQ0294
 TQ0294;                    North         East    Units  Estimated Accuracy
 TQ0294;SPC WA N     -   132,460.      450,480.      MT  (+/- 180 meters Scaled)
 TQ0294
 TQ0294                          SUPERSEDED SURVEY CONTROL
 TQ0294
 TQ0294  NGVD 29 (??/??/92)  250.315  (m)          821.24   (f) ADJ UNCH    2 0
 TQ0294
 TQ0294.Superseded values are not recommended for survey control.
 TQ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0294.See file dsdata.txt to determine how the superseded data were derived.
 TQ0294
 TQ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU115384(NAD 83)
 TQ0294_MARKER: Q = CHISELED SQUARE
 TQ0294_SETTING: 80 = SET IN A BOULDER
 TQ0294_SP_SET: BOULDER
 TQ0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0294+STABILITY: SURFACE MOTION
 TQ0294
 TQ0294  HISTORY     - Date     Condition        Report By
 TQ0294  HISTORY     - UNK      MONUMENTED       USGS
 TQ0294  HISTORY     - 1959     GOOD             NGS
 TQ0294  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TQ0294
 TQ0294                          STATION DESCRIPTION
 TQ0294
 TQ0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TQ0294'8.2 MI SE FROM DARRINGTON.
 TQ0294'ABOUT 0.6 MILE NORTHEAST ALONG A ROAD FROM THE RANGER STATION AT
 TQ0294'DARRINGTON, THENCE 7.6 MILES SOUTHEAST ALONG FOREST SERVICE ROAD 322,
 TQ0294'0.3 MILE EAST OF THE Y JUNCTION OF A DIRT ROAD LEADING WEST, ON THE
 TQ0294'OUTSIDE OF A CURVE, ON TOP OF A 1 1/2-BY 2-FOOT GRANITE BOULDER, 27
 TQ0294'FEET NORTH OF THE CENTER LINE OF THE ROAD, 33.8 FEET WEST OF BENCH
 TQ0294'MARK E 381, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 TQ0294
 TQ0294                          STATION RECOVERY (2001)
 TQ0294
 TQ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TQ0294'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1016 ***********************************************************************
 SY1016  DESIGNATION -  82 GWM
 SY1016  PID         -  SY1016
 SY1016  STATE/COUNTY-  WA/KITSAP
 SY1016  USGS QUAD   -  SUQUAMISH (1981)
 SY1016
 SY1016                         *CURRENT SURVEY CONTROL
 SY1016  ___________________________________________________________________
 SY1016* NAD 83(1986)-  47 37 41.     (N)    122 32 16.     (W)     SCALED    
 SY1016* NAVD 88     -        23.736  (meters)      77.87   (feet)  POSTED    
 SY1016  ___________________________________________________________________
 SY1016  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 SY1016  DYNAMIC HT  -          23.740 (meters)      77.89  (feet)  COMP
 SY1016  MODELED GRAV-     980,740.6   (mgal)                       NAVD 88
 SY1016
 SY1016  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1016
 SY1016.The horizontal coordinates were scaled from a topographic map and have
 SY1016.an estimated accuracy of +/- 6 seconds.
 SY1016
 SY1016.The orthometric height was determined by differential leveling
 SY1016.and adjusted by the National Geodetic Survey in 1992..
 SY1016.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1016.rate of 0.0 thru 1.0 mm/km.
 SY1016
 SY1016.The geoid height was determined by GEOID03.
 SY1016
 SY1016.The dynamic height is computed by dividing the NAVD 88
 SY1016.geopotential number by the normal gravity value computed on the
 SY1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1016.degrees latitude (g = 980.6199 gals.).
 SY1016
 SY1016.The modeled gravity was interpolated from observed gravity values.
 SY1016
 SY1016;                    North         East    Units  Estimated Accuracy
 SY1016;SPC WA N     -    71,250.      371,910.      MT  (+/- 180 meters Scaled)
 SY1016
 SY1016                          SUPERSEDED SURVEY CONTROL
 SY1016
 SY1016  NGVD 29 (??/??/??)   22.672  (m)           74.38   (f) ADJUSTED    1 2
 SY1016
 SY1016.Superseded values are not recommended for survey control.
 SY1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1016.See file dsdata.txt to determine how the superseded data were derived.
 SY1016
 SY1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET347750(NAD 83)
 SY1016_MARKER: DD = SURVEY DISK
 SY1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1016_STAMPING: 82 GWM 74 1951
 SY1016_MARK LOGO: USGS  
 SY1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1016+STABILITY: SURFACE MOTION
 SY1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1016+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 SY1016
 SY1016  HISTORY     - Date     Condition        Report By
 SY1016  HISTORY     - 1951     MONUMENTED       USGS
 SY1016  HISTORY     - 1956     GOOD             CGS
 SY1016  HISTORY     - 1961     GOOD             WAWHI
 SY1016  HISTORY     - 1983     GOOD             USPSQD
 SY1016  HISTORY     - 19950824 GOOD             WADT
 SY1016  HISTORY     - 20040406 GOOD             INDIV
 SY1016
 SY1016                          STATION DESCRIPTION
 SY1016
 SY1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1016'IN BAINBRIDGE ISLAND.
 SY1016'0.5 MILE SOUTH ALONG NORTH MADISON AVENUE FROM THE COMMODORE
 SY1016'BAINBRIDGE GRADE SCHOOL ON BAINBRIDGE ISLAND, THENCE 0.7 MILE WEST
 SY1016'ALONG PORT BLAKELY ROAD, IN R2E T25N S27, AT THE T JUNCTION OF A PAVED
 SY1016'ROAD LEADING NORTH, AT THE TOP OF A GRADE, 20 1/2 FEET EAST OF A POWER
 SY1016'LINE POLE, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD AT THE
 SY1016'APPROXIMATE CENTER OF THE JUNCTION, 3 1/2 FEET SOUTHEAST OF THE EAST
 SY1016'END OF AN 8-INCH POST PAINTED YELLOW, 2 1/2 FEET NORTHWEST OF THE T
 SY1016'JUNCTION OF FENCE LINES, 1.0 FOOT WEST OF A WITNESS POST, ABOUT LEVEL
 SY1016'WITH THE PORT BLAKELY ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SY1016'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 SY1016
 SY1016                          STATION RECOVERY (1961)
 SY1016
 SY1016'RECOVERY NOTE BY WALKER AND WHITEFORD INCORPORATED 1961
 SY1016'RECOVERED IN GOOD CONDITION.
 SY1016
 SY1016                          STATION RECOVERY (1983)
 SY1016
 SY1016'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1016'RECOVERED IN GOOD CONDITION.
 SY1016
 SY1016                          STATION RECOVERY (1995)
 SY1016
 SY1016'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SY1016'RECOVERED AS DESCRIBED.
 SY1016
 SY1016                          STATION RECOVERY (2004)
 SY1016
 SY1016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BBK)
 SY1016'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0577 ***********************************************************************
 TP0577  DESIGNATION -  821 USGS
 TP0577  PID         -  TP0577
 TP0577  STATE/COUNTY-  WA/DOUGLAS
 TP0577  USGS QUAD   -  BRIDGEPORT (1980)
 TP0577
 TP0577                         *CURRENT SURVEY CONTROL
 TP0577  ___________________________________________________________________
 TP0577* NAD 83(1986)-  48 01 27.     (N)    119 41 38.     (W)     SCALED    
 TP0577* NAVD 88     -       249.991  (meters)     820.18   (feet)  ADJUSTED  
 TP0577  ___________________________________________________________________
 TP0577  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 TP0577  DYNAMIC HT  -         250.026 (meters)     820.29  (feet)  COMP
 TP0577  MODELED GRAV-     980,748.2   (mgal)                       NAVD 88
 TP0577
 TP0577  VERT ORDER  -  SECOND    CLASS 0
 TP0577
 TP0577.The horizontal coordinates were scaled from a topographic map and have
 TP0577.an estimated accuracy of +/- 6 seconds.
 TP0577
 TP0577.The orthometric height was determined by differential leveling
 TP0577.and adjusted by the National Geodetic Survey in June 1991..
 TP0577
 TP0577.The geoid height was determined by GEOID03.
 TP0577
 TP0577.The dynamic height is computed by dividing the NAVD 88
 TP0577.geopotential number by the normal gravity value computed on the
 TP0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0577.degrees latitude (g = 980.6199 gals.).
 TP0577
 TP0577.The modeled gravity was interpolated from observed gravity values.
 TP0577
 TP0577;                    North         East    Units  Estimated Accuracy
 TP0577;SPC WA N     -   114,500.      584,980.      MT  (+/- 180 meters Scaled)
 TP0577
 TP0577                          SUPERSEDED SURVEY CONTROL
 TP0577
 TP0577  NGVD 29 (??/??/92)  248.761  (m)          816.14   (f) ADJ UNCH    2 0
 TP0577
 TP0577.Superseded values are not recommended for survey control.
 TP0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0577.See file dsdata.txt to determine how the superseded data were derived.
 TP0577
 TP0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP991224(NAD 83)
 TP0577_MARKER: Q = CHISELED SQUARE
 TP0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0577_SP_SET: BRIDGE
 TP0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0577
 TP0577  HISTORY     - Date     Condition        Report By
 TP0577  HISTORY     - UNK      MONUMENTED       USGS
 TP0577  HISTORY     - 1934     GOOD             NGS
 TP0577  HISTORY     - 1960     GOOD             LOCENG
 TP0577  HISTORY     - 1982     MARK NOT FOUND   NGS
 TP0577
 TP0577                          STATION DESCRIPTION
 TP0577
 TP0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TP0577'1.4 MI NW FROM BRIDGEPORT.
 TP0577'1.4 MI. N.W. ALONG THE OLD ROAD FROM BRIDGEPORT TO BREWSTER FROM POST
 TP0577'OFFICE BUILDING.  ALONG THE RIGHT OF WAY OF THE OLD ROAD FROM
 TP0577'BRIDGEPORT TO BREWSTER.  A CHISLED SQUARE ON THE EAST END OF SOUTHEAST
 TP0577'CONCRETE ABUTMENT OF OLD HIGHWAY BRIDGE.
 TP0577
 TP0577                          STATION RECOVERY (1960)
 TP0577
 TP0577'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 TP0577'RECOVERED IN GOOD CONDITION.
 TP0577
 TP0577                          STATION RECOVERY (1982)
 TP0577
 TP0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0577'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0458 ***********************************************************************
 TQ0458  DESIGNATION -  8240 VA
 TQ0458  PID         -  TQ0458
 TQ0458  STATE/COUNTY-  WA/CHELAN
 TQ0458  USGS QUAD   -  PYRAMID MOUNTAIN (1988)
 TQ0458
 TQ0458                         *CURRENT SURVEY CONTROL
 TQ0458  ___________________________________________________________________
 TQ0458* NAD 83(1991)-  48 04 46.75642(N)    120 34 04.38776(W)     ADJUSTED  
 TQ0458* NAVD 88     -      2515.     (meters)    8251.     (feet)  SCALED    
 TQ0458  ___________________________________________________________________
 TQ0458  LAPLACE CORR-          -8.68  (seconds)                    DEFLEC99
 TQ0458  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 TQ0458
 TQ0458  HORZ ORDER  -  SECOND
 TQ0458
 TQ0458.The horizontal coordinates were established by classical geodetic methods
 TQ0458.and adjusted by the National Geodetic Survey in December 1991..
 TQ0458
 TQ0458.The orthometric height was scaled from a topographic map.
 TQ0458
 TQ0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0458
 TQ0458.The geoid height was determined by GEOID03.
 TQ0458
 TQ0458;                    North         East     Units Scale Factor Converg.
 TQ0458;SPC WA N     -   120,072.462   519,777.449   MT  0.99994248   +0 11 51.5
 TQ0458;SPC WA N     -   393,937.74  1,705,303.18   sFT  0.99994248   +0 11 51.5
 TQ0458;UTM  10      - 5,328,015.003   681,139.571   MT  1.00000318   +1 48 36.6
 TQ0458
 TQ0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0458!SPC WA N     -   0.99960866  x   0.99994248  =   0.99955116
 TQ0458!UTM  10      -   0.99960866  x   1.00000318  =   0.99961183
 TQ0458
 TQ0458                          SUPERSEDED SURVEY CONTROL
 TQ0458
 TQ0458  NAD 83(1986)-  48 04 46.75753(N)    120 34 04.37772(W) AD(       ) 2
 TQ0458  NAD 27      -  48 04 47.27700(N)    120 34 00.00500(W) AD(       ) 2
 TQ0458
 TQ0458.Superseded values are not recommended for survey control.
 TQ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0458.See file dsdata.txt to determine how the superseded data were derived.
 TQ0458
 TQ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU8114028015(NAD 83)
 TQ0458
 TQ0458  HISTORY     - Date     Condition        Report By
 TQ0458  HISTORY     - 1950     MONUMENTED       USGS
 TQ0458
 TQ0458                          STATION DESCRIPTION
 TQ0458
 TQ0458'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 TQ0458'SEE STATION PYRAMID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0319 ***********************************************************************
 RZ0319  DESIGNATION -  824.7
 RZ0319  PID         -  RZ0319
 RZ0319  STATE/COUNTY-  WA/ASOTIN
 RZ0319  USGS QUAD   -  LEWISTON ORCHARDS SOUTH (1972)
 RZ0319
 RZ0319                         *CURRENT SURVEY CONTROL
 RZ0319  ___________________________________________________________________
 RZ0319* NAD 83(1986)-  46 15 49.     (N)    116 58 37.     (W)     SCALED    
 RZ0319* NAVD 88     -       252.254  (meters)     827.60   (feet)  ADJUSTED  
 RZ0319  ___________________________________________________________________
 RZ0319  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 RZ0319  DYNAMIC HT  -         252.231 (meters)     827.53  (feet)  COMP
 RZ0319  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 RZ0319
 RZ0319  VERT ORDER  -  SECOND    CLASS 0
 RZ0319
 RZ0319.The horizontal coordinates were scaled from a topographic map and have
 RZ0319.an estimated accuracy of +/- 6 seconds.
 RZ0319
 RZ0319.The orthometric height was determined by differential leveling
 RZ0319.and adjusted by the National Geodetic Survey in June 1991..
 RZ0319
 RZ0319.The geoid height was determined by GEOID03.
 RZ0319
 RZ0319.The dynamic height is computed by dividing the NAVD 88
 RZ0319.geopotential number by the normal gravity value computed on the
 RZ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0319.degrees latitude (g = 980.6199 gals.).
 RZ0319
 RZ0319.The modeled gravity was interpolated from observed gravity values.
 RZ0319
 RZ0319;                    North         East    Units  Estimated Accuracy
 RZ0319;SPC WA S     -   109,460.      771,500.      MT  (+/- 180 meters Scaled)
 RZ0319
 RZ0319                          SUPERSEDED SURVEY CONTROL
 RZ0319
 RZ0319  NGVD 29 (??/??/92)  251.229  (m)          824.24   (f) ADJ UNCH    2 0
 RZ0319
 RZ0319.Superseded values are not recommended for survey control.
 RZ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0319.See file dsdata.txt to determine how the superseded data were derived.
 RZ0319
 RZ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM017233(NAD 83)
 RZ0319_MARKER: Q = CHISELED SQUARE
 RZ0319_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0319_SP_SET: BEDROCK
 RZ0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0319+STABILITY: POSITION/ELEVATION WELL
 RZ0319
 RZ0319  HISTORY     - Date     Condition        Report By
 RZ0319  HISTORY     - UNK      MONUMENTED       USGS
 RZ0319  HISTORY     - 1946     GOOD             NGS
 RZ0319
 RZ0319                          STATION DESCRIPTION
 RZ0319
 RZ0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0319'7.7 MI S FROM ASOTIN.
 RZ0319'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0319'SNAKE RIVER, 7.7 MILES SOUTH OF THE COURT HOUSE AT ASOTIN, 0.15 MILE
 RZ0319'EAST OF AND ACROSS THE ROAD FROM THE ENTRANCE TO A GROUP OF RANCH
 RZ0319'BUILDINGS WHICH ARE SET AMONG A GROUP OF PROMINENT ROCK FENCE CORRALS,
 RZ0319'16.5 FEET SOUTH OF CENTER OF THE ROAD, 14.5 FEET EAST OF CENTER OF A
 RZ0319'SMALL RAVINE, 10.0 FEET NORTHWEST OF THE BASE OF A ROCK LEDGE, AN
 RZ0319'OUTLINED CHISELED SQUARE CUT ON A SMALL LEDGE OF BEDROCK ABOUT 3 FEET
 RZ0319'ABOVE THE ROAD.  NOTE-- THIS POINT IS LIKELY TO BE COVERED WITH DIRT
 RZ0319'AT TIMES BECAUSE OF THE CREVICE IN WHICH THE POINT HAS BEEN CHISELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1074 ***********************************************************************
 RZ1074  DESIGNATION -  825.42=UU 45 TWWPCO
 RZ1074  PID         -  RZ1074
 RZ1074  STATE/COUNTY-  WA/ASOTIN
 RZ1074  USGS QUAD   -  CLARKSTON (1971)
 RZ1074
 RZ1074                         *CURRENT SURVEY CONTROL
 RZ1074  ___________________________________________________________________
 RZ1074* NAD 83(1986)-  46 24 46.     (N)    117 02 43.     (W)     SCALED    
 RZ1074* NAVD 88     -       251.769  (meters)     826.01   (feet)  ADJUSTED  
 RZ1074  ___________________________________________________________________
 RZ1074  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 RZ1074  DYNAMIC HT  -         251.767 (meters)     826.01  (feet)  COMP
 RZ1074  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 RZ1074
 RZ1074  VERT ORDER  -  FIRST     CLASS II
 RZ1074
 RZ1074.The horizontal coordinates were scaled from a topographic map and have
 RZ1074.an estimated accuracy of +/- 6 seconds.
 RZ1074
 RZ1074.The orthometric height was determined by differential leveling
 RZ1074.and adjusted by the National Geodetic Survey in June 1991..
 RZ1074.WARNING-Repeat measurements at this control monument indicate possible
 RZ1074.vertical movement.
 RZ1074
 RZ1074.The geoid height was determined by GEOID03.
 RZ1074
 RZ1074.The dynamic height is computed by dividing the NAVD 88
 RZ1074.geopotential number by the normal gravity value computed on the
 RZ1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1074.degrees latitude (g = 980.6199 gals.).
 RZ1074
 RZ1074.The modeled gravity was interpolated from observed gravity values.
 RZ1074
 RZ1074;                    North         East    Units  Estimated Accuracy
 RZ1074;SPC WA S     -   125,800.      765,510.      MT  (+/- 180 meters Scaled)
 RZ1074
 RZ1074                          SUPERSEDED SURVEY CONTROL
 RZ1074
 RZ1074  NGVD 29 (??/??/92)  250.771  (m)          822.74   (f) ADJ UNCH    1 2
 RZ1074
 RZ1074.Superseded values are not recommended for survey control.
 RZ1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1074.See file dsdata.txt to determine how the superseded data were derived.
 RZ1074
 RZ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM965399(NAD 83)
 RZ1074_MARKER: DD = SURVEY DISK
 RZ1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1074_SP_SET: WALK
 RZ1074_STAMPING: UU 45 1934 825.42
 RZ1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1074
 RZ1074  HISTORY     - Date     Condition        Report By
 RZ1074  HISTORY     - 1934     MONUMENTED       LOCENG
 RZ1074  HISTORY     - 1946     GOOD             NGS
 RZ1074  HISTORY     - 1980     GOOD             NGS
 RZ1074
 RZ1074                          STATION DESCRIPTION
 RZ1074
 RZ1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ1074'IN CLARKSTON.
 RZ1074'AT CLARKSTON, IN THE NORTHEAST ANGEL OF THE INTERSECTION OF SIXTH AND
 RZ1074'SYCAMORE STREETS, 0.8 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 RZ1074'BUILDING HOUSING THE STATE BANK OF CLARKSTON, A BRONZE DISK OF THE
 RZ1074'WASHINGTON WATER POWER COMPANY SET IN THE CONCRETE WALK.
 RZ1074
 RZ1074                          STATION RECOVERY (1980)
 RZ1074
 RZ1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1656 ***********************************************************************
 SW1656  DESIGNATION -  83 FMK
 SW1656  PID         -  SW1656
 SW1656  STATE/COUNTY-  WA/DOUGLAS
 SW1656  USGS QUAD   -  MUD SPRING (1968)
 SW1656
 SW1656                         *CURRENT SURVEY CONTROL
 SW1656  ___________________________________________________________________
 SW1656* NAD 83(1998)-  47 49 47.61105(N)    119 48 48.17116(W)     ADJUSTED  
 SW1656* NAVD 88     -       800.7    (meters)    2627.     (feet)  GPS OBS   
 SW1656  ___________________________________________________________________
 SW1656  X           -  -2,133,026.627 (meters)                     COMP
 SW1656  Y           -  -3,722,458.337 (meters)                     COMP
 SW1656  Z           -   4,704,778.709 (meters)                     COMP
 SW1656  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 SW1656  ELLIP HEIGHT-         781.51  (meters)          (07/05/01) GPS OBS
 SW1656  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 SW1656
 SW1656  HORZ ORDER  -  FIRST
 SW1656  ELLP ORDER  -  FOURTH    CLASS II
 SW1656
 SW1656.The horizontal coordinates were established by GPS observations
 SW1656.and adjusted by the National Geodetic Survey in July 2001..
 SW1656.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1656.DATUM ITEM on the data sheet items page.
 SW1656
 SW1656.The orthometric height was determined by GPS observations and a
 SW1656.high-resolution geoid model.
 SW1656
 SW1656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1656
 SW1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1656
 SW1656.The ellipsoidal height was determined by GPS observations
 SW1656.and is referenced to NAD 83.
 SW1656
 SW1656.The geoid height was determined by GEOID03.
 SW1656
 SW1656;                    North         East     Units Scale Factor Converg.
 SW1656;SPC WA N     -    92,774.877   576,358.509   MT  0.99995483   +0 45 33.8
 SW1656;SPC WA N     -   304,378.91  1,890,936.21   sFT  0.99995483   +0 45 33.8
 SW1656;UTM  11      - 5,301,226.354   289,453.714   MT  1.00014476   -2 05 09.3
 SW1656
 SW1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1656!SPC WA N     -   0.99987753  x   0.99995483  =   0.99983236
 SW1656!UTM  11      -   0.99987753  x   1.00014476  =   1.00002227
 SW1656
 SW1656                          SUPERSEDED SURVEY CONTROL
 SW1656
 SW1656  NAD 83(1991)-  47 49 47.60973(N)    119 48 48.17111(W) AD(       ) 1
 SW1656  ELLIP H (01/21/94)  781.64   (m)                       GP(       ) 4 1
 SW1656
 SW1656.Superseded values are not recommended for survey control.
 SW1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1656.See file dsdata.txt to determine how the superseded data were derived.
 SW1656
 SW1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP8945401226(NAD 83)
 SW1656_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1656_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 SW1656_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 SW1656_STAMPING: 83 FMK 1967
 SW1656_MARK LOGO: USGS  
 SW1656_PROJECTION: FLUSH
 SW1656_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1656+STABILITY: POSITION/ELEVATION WELL
 SW1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1656+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1993
 SW1656_ROD/PIPE-DEPTH: 5.49 meters
 SW1656_SLEEVE-DEPTH  : 0.51 meters
 SW1656
 SW1656  HISTORY     - Date     Condition        Report By
 SW1656  HISTORY     - 1967     MONUMENTED       USGS
 SW1656  HISTORY     - 19930519 GOOD             DCPW
 SW1656
 SW1656                          STATION DESCRIPTION
 SW1656
 SW1656'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1656'016
 SW1656'THE STATION IS APPROXIMATELY 8 MI (12.9 KM) WEST OF MANSFIELD, WA, 17
 SW1656'MI (27.4 KM) NE OF WATERVILLE, WA, AND 8.5 MI (13.7 KM) EAST OF
 SW1656'CHELAN, WA, IN THE NW 1/4 OF SECTION 22, T27N, R24E, WM, DOUGLAS
 SW1656'COUNTY, WA.
 SW1656'TO REACH STATION FROM THE POST OFFICE IN MANSFIELD, WA, DRIVE NW ALONG
 SW1656'MAIN STREET 0.3 MI (0.5 KM) WHERE THE ROAD CURVES TO THE WEST AND
 SW1656'CONTINUES AS HIGHWAY 172. CONTINUE WEST ALONG HIGHWAY 172 7.7 MI
 SW1656'(12.4 KM) TO A CURVE TO THE SOUTH, AND THE INTERSECTION OF THE MCNEIL
 SW1656'CANYON ROAD TO THE WEST. CONTINUE WEST AND NORTH ALONG THE MCNEIL
 SW1656'CANYON ROAD 1.3 MI (2.1 KM) TO THE INTERSECTION OF C-NW AND 15-NW,
 SW1656'GRAVEL ROADS TO THE NORTH AND EAST, AND THE STATION 77 FT (23.5 M)
 SW1656'SOUTH OF THE CENTERLINE OF 15-NW, 45 FT (13.7 M) EAST OF THE
 SW1656'CENTERLINE OF C-NW, 1 FT (0.3 M) WEST OF A BARBED WIRE FENCE LINE,
 SW1656'0.6 FT (0.2 M) WEST OF A STEEL POST, AND 0.9 FT (0.3 M) N64W OF AN
 SW1656'ORANGE CARSONITE WITNESS POST.
 SW1656'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -83 FMK 1967- SET ON
 SW1656'THE TOP OF 18 FT (5.5 M) OF COPPER-COATED ROAD, FLUSH WITH THE
 SW1656'SURROUNDING DIRT SURFACE, AND ENCASED IN A STEEL SLEEVE.
 SW1656'RECOMMENDED MEANS OF TRAVELS IN A 4 X 2.
 SW1656'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1012 ***********************************************************************
 SY1012  DESIGNATION -  83 GWM USGS
 SY1012  PID         -  SY1012
 SY1012  STATE/COUNTY-  WA/KITSAP
 SY1012  USGS QUAD   -  SUQUAMISH (1981)
 SY1012
 SY1012                         *CURRENT SURVEY CONTROL
 SY1012  ___________________________________________________________________
 SY1012* NAD 83(1986)-  47 39 12.     (N)    122 31 16.     (W)     SCALED    
 SY1012* NAVD 88     -        15.149  (meters)      49.70   (feet)  POSTED    
 SY1012  ___________________________________________________________________
 SY1012  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY1012  DYNAMIC HT  -          15.150 (meters)      49.70  (feet)  COMP
 SY1012  MODELED GRAV-     980,745.3   (mgal)                       NAVD 88
 SY1012
 SY1012  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1012
 SY1012.The horizontal coordinates were scaled from a topographic map and have
 SY1012.an estimated accuracy of +/- 6 seconds.
 SY1012
 SY1012.The orthometric height was determined by differential leveling
 SY1012.and adjusted by the National Geodetic Survey in 1992..
 SY1012.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1012.rate of 0.0 thru 1.0 mm/km.
 SY1012
 SY1012.The geoid height was determined by GEOID03.
 SY1012
 SY1012.The dynamic height is computed by dividing the NAVD 88
 SY1012.geopotential number by the normal gravity value computed on the
 SY1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1012.degrees latitude (g = 980.6199 gals.).
 SY1012
 SY1012.The modeled gravity was interpolated from observed gravity values.
 SY1012
 SY1012;                    North         East    Units  Estimated Accuracy
 SY1012;SPC WA N     -    74,030.      373,220.      MT  (+/- 180 meters Scaled)
 SY1012
 SY1012                          SUPERSEDED SURVEY CONTROL
 SY1012
 SY1012  NGVD 29 (??/??/??)   14.085  (m)           46.21   (f) ADJUSTED    1 2
 SY1012
 SY1012.Superseded values are not recommended for survey control.
 SY1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1012.See file dsdata.txt to determine how the superseded data were derived.
 SY1012
 SY1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET359778(NAD 83)
 SY1012_MARKER: DD = SURVEY DISK
 SY1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1012_STAMPING: 83 GWM 46 1951
 SY1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1012+STABILITY: SURFACE MOTION
 SY1012
 SY1012  HISTORY     - Date     Condition        Report By
 SY1012  HISTORY     - 1951     MONUMENTED       USGS
 SY1012  HISTORY     - 1956     GOOD             CGS
 SY1012  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SY1012
 SY1012                          STATION DESCRIPTION
 SY1012
 SY1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1012'IN BAINBRIDGE ISLAND.
 SY1012'1.7 MILES SOUTH ALONG THE PORT MADISON-WINSLOW ROAD FROM THE CAPTAIN
 SY1012'CHARLES WILKES GRADE SCHOOL ON BAINBRIDGE ISLAND, 0.2 MILE SOUTH OF
 SY1012'THE BAINBRIDGE GRANGE BUILDING, 0.1 MILE EAST OF THE INTERSECTION OF
 SY1012'STATE HIGHWAY 21A, IN R2E T25N S15, AT THE Y JUNCTION OF A ROAD
 SY1012'LEADING EAST, 35 FEET EAST OF TELEPHONE POLE 254 WITH A GUY WIRE, 23
 SY1012'FEET WEST OF THE CENTER LINE OF A DIM TRACK ROAD LEADING SOUTH, 21
 SY1012'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 1.4 FEET EAST
 SY1012'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROADS, AND SET IN THE
 SY1012'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SY1012
 SY1012                          STATION RECOVERY (1984)
 SY1012
 SY1012'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2729 ***********************************************************************
 SC2729  DESIGNATION -  83 OSU 12 A
 SC2729  PID         -  SC2729
 SC2729  STATE/COUNTY-  WA/COWLITZ
 SC2729  USGS QUAD   -  ELK ROCK (1983)
 SC2729
 SC2729                         *CURRENT SURVEY CONTROL
 SC2729  ___________________________________________________________________
 SC2729* NAD 83(1998)-  46 17 30.01767(N)    122 16 26.37529(W)     ADJUSTED  
 SC2729* NAVD 88     -       807.6    (meters)    2650.     (feet)  VERTCON   
 SC2729  ___________________________________________________________________
 SC2729  X           -  -2,357,730.490 (meters)                     COMP
 SC2729  Y           -  -3,733,311.570 (meters)                     COMP
 SC2729  Z           -   4,588,277.884 (meters)                     COMP
 SC2729  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 SC2729  ELLIP HEIGHT-         786.62  (meters)          (09/30/02) GPS OBS
 SC2729  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 SC2729
 SC2729  HORZ ORDER  -  FIRST
 SC2729  ELLP ORDER  -  FOURTH    CLASS I
 SC2729
 SC2729.The horizontal coordinates were established by GPS observations
 SC2729.and adjusted by the National Geodetic Survey in September 2002..
 SC2729.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC2729.DATUM ITEM on the data sheet items page.
 SC2729
 SC2729.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2729
 SC2729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2729
 SC2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2729
 SC2729.The ellipsoidal height was determined by GPS observations
 SC2729.and is referenced to NAD 83.
 SC2729
 SC2729.The geoid height was determined by GEOID03.
 SC2729
 SC2729;                    North         East     Units Scale Factor Converg.
 SC2729;SPC WA S     -   108,055.790   363,325.901   MT  0.99992764   -1 17 19.0
 SC2729;SPC WA S     -   354,513.04  1,192,011.73   sFT  0.99992764   -1 17 19.0
 SC2729;UTM  10      - 5,126,711.145   555,920.210   MT  0.99963844   +0 31 29.4
 SC2729
 SC2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2729!SPC WA S     -   0.99987670  x   0.99992764  =   0.99980435
 SC2729!UTM  10      -   0.99987670  x   0.99963844  =   0.99951519
 SC2729
 SC2729                          SUPERSEDED SURVEY CONTROL
 SC2729
 SC2729  NAD 83(1991)-  46 17 30.01457(N)    122 16 26.37414(W) AD(       ) 1
 SC2729  ELLIP H (12/09/91)  786.75   (m)                       GP(       ) 4 1
 SC2729  NAD 83(1991)-  46 17 30.01447(N)    122 16 26.37410(W) AD(       ) 1
 SC2729  ELLIP H (10/15/91)  786.75   (m)                       GP(       ) 4 1
 SC2729  NAD 83(1986)-  46 17 30.03353(N)    122 16 26.38101(W) AD(       ) 1
 SC2729  NAD 27      -  46 17 30.62475(N)    122 16 22.03438(W) AD(       ) 1
 SC2729  NGVD 29 (07/20/87)  806.5    (m)         2646.     (f) GPS OBS        
 SC2729
 SC2729.Superseded values are not recommended for survey control.
 SC2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2729.See file dsdata.txt to determine how the superseded data were derived.
 SC2729
 SC2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES5592026711(NAD 83)
 SC2729_MARKER: DS = TRIANGULATION STATION DISK
 SC2729_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 SC2729_SP_SET: OBJECT DRIVEN INTO GROUND
 SC2729_MAGNETIC: I = MARKER IS A STEEL ROD
 SC2729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2729+SATELLITE: SATELLITE OBSERVATIONS - 1985
 SC2729
 SC2729  HISTORY     - Date     Condition        Report By
 SC2729  HISTORY     - 1985     MONUMENTED       USE
 SC2729
 SC2729                          STATION DESCRIPTION
 SC2729
 SC2729'DESCRIBED BY US ENGINEERS 1985 (DAW)
 SC2729'THE STATION IS LOCATED ABOUT 40.0 KM  (25 MI) EAST OF CASTLEROCK,
 SC2729'32 KM (20 MI) SOUTH OF MORTON, 9.6 KM (6 MI) WEST NORTHWEST OF
 SC2729'SPIRIT LAKE AND 8.0 KM (5 MI) NORTHWEST OF MT SAINT HELENS.
 SC2729'
 SC2729'TO REACH THE STATION FROM THE POST OFFICE IN TOUTLE GO EAST ON
 SC2729'STATE HIGHWAY 504 FOR 12.8 KM (8.0 MI) TO THE KID VALLEY STORE AND
 SC2729'POST OFFICE.  CONTINUE EASTERLY ON STATE HIGHWAY 504 FOR 5.6 KM
 SC2729'(3.5 MI) TO THE INTERSEATION OF THE 2411 AND 2411A LINE ROADS.
 SC2729'CONTINUE EASTERLY FOR 9.1 KM (5.7 MI) TO THE RED ZONE GATE AND THE
 SC2729'END OF THE PAVEMENT.  CONTINUE AHEAD ON THE GRAVELED ROAD FOR 3.6
 SC2729'KM (2.25 MI) TO A FORK.  TURN LEFT ON THE GRAVELED ROAD FOR 0.08 KM
 SC2729'(0.05 MI) TO A SMALL BRIDGE.  CONTINUE AHEAD FOR 1.8 KM (1.1 MI) TO
 SC2729'A FORK.  TURN LEFT ON THE 3100 LINE ROAD FOR 3.5 KM (2.2 MI) TO A
 SC2729'FORK AT HTE END OF A BRIDGE.  TURN RIGHT ON THE 3120 LINE ROAD FOR
 SC2729'0.08 KM (0.05 MI) TO A FORK.  TAKE THE RIGHT FORK, THE 3130 LINE
 SC2729'ROAD FOR 3.7 KM ( 1.2 MI) TO A FORK.  TAKE THE LEFT FORK STAYING ON
 SC2729'THE 3130 LINE ROAD FOR 7.2 KM (4.5 MI) TO A 4-WAY INTERSECTION.
 SC2729'TURN LEFT ON THE 3540 LINE ROAD FOR 3.5 KM (2.2 MI) TO A FORK.
 SC2729'TAKE THE RIGHT FORK STAYING ON THE 3540 LINE ROAD FOR 4.0 KM (2.5
 SC2729'MI) TO A 4-WEAY INTERSECTION.  TURN HARD LEFT UPHILL FOR 0.3 KM
 SC2729'(0.2 MI) TO THE STATION ON THE LEFT.
 SC2729'
 SC2729'THE STATION MAKR IS A STANDARD CORPS OF ENGINEERS DISK CRIMPED ONTO
 SC2729'A METAL ROD DRIVEN IN TO THE GROUND AND STAMPED---83 OSU CE 12A---
 SC2729'IT IS 20.4 M (67 FT) SOUTHEAST OF A 0.8 M IN DIAMETER STUMP, 8.2 M
 SC2729'(27 FT) NORTH NORTHWEST OF A 1.0 M IN DIAMETER STUMP AND 6.4 M (21
 SC2729'FT) EAST SOUTHEAST OF THE CENTER OF A DIRT ROAD.
 SC2729'
 SC2729'HEIGHT OF LIGHT SHOWN WAS 1.57 METERS ABOVE THE MARK.
 SC2729'
 SC2729'STATION IS SUITABLE FOR GPS OBSERVATIONS, NO OBSTRUCTIONS.
 SC2729'
 SC2729'DESCRIBED BY DA WEGENAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0302 ***********************************************************************
 RZ0302  DESIGNATION -  830.0 4
 RZ0302  PID         -  RZ0302
 RZ0302  STATE/COUNTY-  WA/ASOTIN
 RZ0302  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0302
 RZ0302                         *CURRENT SURVEY CONTROL
 RZ0302  ___________________________________________________________________
 RZ0302* NAD 83(1986)-  46 06 46.     (N)    116 57 09.     (W)     SCALED    
 RZ0302* NAVD 88     -       253.946  (meters)     833.15   (feet)  ADJUSTED  
 RZ0302  ___________________________________________________________________
 RZ0302  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 RZ0302  DYNAMIC HT  -         253.910 (meters)     833.04  (feet)  COMP
 RZ0302  MODELED GRAV-     980,470.9   (mgal)                       NAVD 88
 RZ0302
 RZ0302  VERT ORDER  -  SECOND    CLASS 0
 RZ0302
 RZ0302.The horizontal coordinates were scaled from a topographic map and have
 RZ0302.an estimated accuracy of +/- 6 seconds.
 RZ0302
 RZ0302.The orthometric height was determined by differential leveling
 RZ0302.and adjusted by the National Geodetic Survey in June 1991..
 RZ0302
 RZ0302.The geoid height was determined by GEOID03.
 RZ0302
 RZ0302.The dynamic height is computed by dividing the NAVD 88
 RZ0302.geopotential number by the normal gravity value computed on the
 RZ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0302.degrees latitude (g = 980.6199 gals.).
 RZ0302
 RZ0302.The modeled gravity was interpolated from observed gravity values.
 RZ0302
 RZ0302;                    North         East    Units  Estimated Accuracy
 RZ0302;SPC WA S     -    92,800.      774,140.      MT  (+/- 180 meters Scaled)
 RZ0302
 RZ0302                          SUPERSEDED SURVEY CONTROL
 RZ0302
 RZ0302  NGVD 29 (??/??/92)  252.89   (m)          829.7    (f) COMPUTED    2 0
 RZ0302
 RZ0302.Superseded values are not recommended for survey control.
 RZ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0302.See file dsdata.txt to determine how the superseded data were derived.
 RZ0302
 RZ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM036065(NAD 83)
 RZ0302_MARKER: Q = CHISELED SQUARE
 RZ0302_SETTING: 80 = SET IN A BOULDER
 RZ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0302+STABILITY: SURFACE MOTION
 RZ0302
 RZ0302  HISTORY     - Date     Condition        Report By
 RZ0302  HISTORY     - UNK      MONUMENTED       USGS
 RZ0302  HISTORY     - 1946     GOOD             NGS
 RZ0302
 RZ0302                          STATION DESCRIPTION
 RZ0302
 RZ0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0302'19.95 MI S FROM ASOTIN.
 RZ0302'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0302'SNAKE RIVER, 19.95 MILES SOUTH OF THE COURT HOUSE AT ASOTIN, ALSO 3.2
 RZ0302'MILES NORTH OF THE JUNCTION OF THE GRANDE RONDE AND THE SNAKE RIVERS
 RZ0302'AT ROGERSBURG, ON A BAR BETWEEN THE ROAD AND THE RIVER, 175.0 FEET
 RZ0302'NORTH OF CENTER OF THE CROSSING OF A PROMINENT RAVINE, 75.0 FEET
 RZ0302'NORTHEAST OF AND ACROSS THE ROAD FROM THE CENTER OF A PRIVATE DRIVE
 RZ0302'LEADING WEST TO A RANCH HOUSE, 31.0 FEET EAST OF CENTER OF THE ROAD,
 RZ0302'AN OUTLINED CHISELED SQUARE CUT ON TOP OF A SMALL AND ALMOST
 RZ0302'COMPLETELY EMBEDDED BOULDER, ABOUT 1 FOOT BELOW THE ROAD, 830.0
 RZ0302'PAINTED ON A NEARBY ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0577 ***********************************************************************
 SA0577  DESIGNATION -  838 T
 SA0577  PID         -  SA0577
 SA0577  STATE/COUNTY-  WA/FRANKLIN
 SA0577  USGS QUAD   -  CONNELL (1970)
 SA0577
 SA0577                         *CURRENT SURVEY CONTROL
 SA0577  ___________________________________________________________________
 SA0577* NAD 83(1986)-  46 39 33.     (N)    118 51 54.     (W)     SCALED    
 SA0577* NAVD 88     -       256.364  (meters)     841.09   (feet)  ADJUSTED  
 SA0577  ___________________________________________________________________
 SA0577  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA0577  DYNAMIC HT  -         256.373 (meters)     841.12  (feet)  COMP
 SA0577  MODELED GRAV-     980,645.1   (mgal)                       NAVD 88
 SA0577
 SA0577  VERT ORDER  -  FIRST     CLASS II
 SA0577
 SA0577.The horizontal coordinates were scaled from a topographic map and have
 SA0577.an estimated accuracy of +/- 6 seconds.
 SA0577
 SA0577.The orthometric height was determined by differential leveling
 SA0577.and adjusted by the National Geodetic Survey in June 1991..
 SA0577
 SA0577.The geoid height was determined by GEOID03.
 SA0577
 SA0577.The dynamic height is computed by dividing the NAVD 88
 SA0577.geopotential number by the normal gravity value computed on the
 SA0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0577.degrees latitude (g = 980.6199 gals.).
 SA0577
 SA0577.The modeled gravity was interpolated from observed gravity values.
 SA0577
 SA0577;                    North         East    Units  Estimated Accuracy
 SA0577;SPC WA S     -   148,660.      625,120.      MT  (+/- 180 meters Scaled)
 SA0577
 SA0577                          SUPERSEDED SURVEY CONTROL
 SA0577
 SA0577  NGVD 29 (??/??/92)  255.277  (m)          837.52   (f) ADJ UNCH    1 2
 SA0577
 SA0577.Superseded values are not recommended for survey control.
 SA0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0577.See file dsdata.txt to determine how the superseded data were derived.
 SA0577
 SA0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM573689(NAD 83)
 SA0577_MARKER: P = PIPE CAP
 SA0577_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0577_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0577_STAMPING: 838 T
 SA0577_MARK LOGO: USGS  
 SA0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0577
 SA0577  HISTORY     - Date     Condition        Report By
 SA0577  HISTORY     - UNK      MONUMENTED       USGS
 SA0577  HISTORY     - 1944     GOOD             CGS
 SA0577  HISTORY     - 1981     MARK NOT FOUND   NGS
 SA0577
 SA0577                          STATION DESCRIPTION
 SA0577
 SA0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0577'IN CONNELL.
 SA0577'AT CONNELL, FRANKLIN COUNTY, ABOUT 0.3 MILE SOUTHWEST ALONG THE
 SA0577'NORTHERN PACIFIC RAILWAY FROM THE STATION, ABOUT 0.3 MILE SOUTHWEST OF
 SA0577'MILEPOST 110, ABOUT 6 POLES WEST OF THE CONNELL GRAIN GROWERS
 SA0577'ELEVATOR, ABOUT 4-1/2 RAILS WEST OF A FOOTBRIDGE LEADING TO THE
 SA0577'SECTION HOUSE, ABOUT 42 YARDS WEST OF THE WEST CORNER OF THE WEST
 SA0577'GREEN WAREHOUSE BUILDING OF A LUMBER YARD, NEAR THE CENTER OF A LONG
 SA0577'CURVE, 28 FEET NORTHEAST OF A POLE, 51.6 FEET NORTH OF THE NORTH RAIL
 SA0577'OF THE PASSING TRACK, 14.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 SA0577'TRACK, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET
 SA0577'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 SA0577'STAMPED 838 T AND RIVETED ON THE TOP OF A 3-1/2-INCH PIPE PROJECTING
 SA0577'ABOUT 8 INCHES ABOVE GROUND.
 SA0577
 SA0577                          STATION RECOVERY (1981)
 SA0577
 SA0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0577'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1499 ***********************************************************************
 SA1499  DESIGNATION -  839.8
 SA1499  PID         -  SA1499
 SA1499  STATE/COUNTY-  WA/GRANT
 SA1499  USGS QUAD   -  PRIEST RAPIDS NE (1986)
 SA1499
 SA1499                         *CURRENT SURVEY CONTROL
 SA1499  ___________________________________________________________________
 SA1499* NAD 83(1986)-  46 44 13.     (N)    119 48 36.     (W)     SCALED    
 SA1499* NAVD 88     -       257.03   (+/-2cm)     843.3    (feet)  VERTCON   
 SA1499  ___________________________________________________________________
 SA1499  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 SA1499
 SA1499  VERT ORDER  -  ? (See Below)
 SA1499
 SA1499.The horizontal coordinates were scaled from a topographic map and have
 SA1499.an estimated accuracy of +/- 6 seconds.
 SA1499
 SA1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1499.The vertical order pertains to the NGVD 29 superseded value.
 SA1499
 SA1499.The geoid height was determined by GEOID03.
 SA1499
 SA1499;                    North         East    Units  Estimated Accuracy
 SA1499;SPC WA S     -   156,240.      552,730.      MT  (+/- 180 meters Scaled)
 SA1499
 SA1499                          SUPERSEDED SURVEY CONTROL
 SA1499
 SA1499  NGVD 29 (??/??/92)  255.942  (m)          839.70   (f) ADJ UNCH    ?  
 SA1499
 SA1499.Superseded values are not recommended for survey control.
 SA1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1499.See file dsdata.txt to determine how the superseded data were derived.
 SA1499
 SA1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM853797(NAD 83)
 SA1499_MARKER: DD = SURVEY DISK
 SA1499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1499_SP_SET: TIN PIPE
 SA1499_STAMPING: 839.8 1922
 SA1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1499
 SA1499  HISTORY     - Date     Condition        Report By
 SA1499  HISTORY     - 1922     MONUMENTED       LOCENG
 SA1499  HISTORY     - 1967     GOOD             NGS
 SA1499
 SA1499                          STATION DESCRIPTION
 SA1499
 SA1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1499'4.0 MI E FROM MATTAWA.
 SA1499'THE MARK IS IN THE SOUTHWEST CORNER OF SECTION 34, T15N, R24E, 51 FEET
 SA1499'NORTH OF THE CENTER OF THE TOWNSHIP LINE ROAD, 40 FEET WEST OF A
 SA1499'YELLOW CONCRETE POST WHICH IS 75 FEET NORTHEAST OF THE SECTION CORNER
 SA1499'MARK, 18 FEET EAST OF THE CENTER OF A NORTHSOUTH ROAD AND 3 FEET NORTH
 SA1499'OF A FENCE.  THE MARK IS A DAM BROTHERS SURVEY DISK SET IN A
 SA1499'CONCRETE-FILLED, 6-INCH DIAMETER, GALVANIZED TIN PIPE WHICH PROJECTS 6
 SA1499'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1011 ***********************************************************************
 SY1011  DESIGNATION -  84 GWM USGS
 SY1011  PID         -  SY1011
 SY1011  STATE/COUNTY-  WA/KITSAP
 SY1011  USGS QUAD   -  SUQUAMISH (1981)
 SY1011
 SY1011                         *CURRENT SURVEY CONTROL
 SY1011  ___________________________________________________________________
 SY1011* NAD 83(1986)-  47 40 11.     (N)    122 31 22.     (W)     SCALED    
 SY1011* NAVD 88     -       106.994  (meters)     351.03   (feet)  POSTED    
 SY1011  ___________________________________________________________________
 SY1011  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY1011  DYNAMIC HT  -         107.010 (meters)     351.08  (feet)  COMP
 SY1011  MODELED GRAV-     980,736.2   (mgal)                       NAVD 88
 SY1011
 SY1011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1011
 SY1011.The horizontal coordinates were scaled from a topographic map and have
 SY1011.an estimated accuracy of +/- 6 seconds.
 SY1011
 SY1011.The orthometric height was determined by differential leveling
 SY1011.and adjusted by the National Geodetic Survey in 1992..
 SY1011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1011.rate of 0.0 thru 1.0 mm/km.
 SY1011
 SY1011.The geoid height was determined by GEOID03.
 SY1011
 SY1011.The dynamic height is computed by dividing the NAVD 88
 SY1011.geopotential number by the normal gravity value computed on the
 SY1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1011.degrees latitude (g = 980.6199 gals.).
 SY1011
 SY1011.The modeled gravity was interpolated from observed gravity values.
 SY1011
 SY1011;                    North         East    Units  Estimated Accuracy
 SY1011;SPC WA N     -    75,850.      373,140.      MT  (+/- 180 meters Scaled)
 SY1011
 SY1011                          SUPERSEDED SURVEY CONTROL
 SY1011
 SY1011  NGVD 29 (??/??/??)  105.929  (m)          347.54   (f) ADJUSTED    1 2
 SY1011
 SY1011.Superseded values are not recommended for survey control.
 SY1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1011.See file dsdata.txt to determine how the superseded data were derived.
 SY1011
 SY1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET358797(NAD 83)
 SY1011_MARKER: DD = SURVEY DISK
 SY1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1011_STAMPING: 84 GWM 348 1951
 SY1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1011+STABILITY: SURFACE MOTION
 SY1011
 SY1011  HISTORY     - Date     Condition        Report By
 SY1011  HISTORY     - 1951     MONUMENTED       USGS
 SY1011  HISTORY     - 1956     GOOD             CGS
 SY1011
 SY1011                          STATION DESCRIPTION
 SY1011
 SY1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1011'IN BAINBRIDGE ISLAND.
 SY1011'0.5 MILE SOUTH ALONG THE PORT MADISON-WINSLOW ROAD FROM THE CAPTAIN
 SY1011'CHARLES WILKES GRADE SCHOOL ON BAINBRIDGE ISLAND, IN R2E T25N S10, AT
 SY1011'THE INTERSECTION OF A GRAVEL ROAD LEADING WEST AND A PAVED ROAD
 SY1011'LEADING EAST, 84.7 FEET WEST OF AND ACROSS THE PORT MADISON-WINSLOW
 SY1011'ROAD FROM THE SOUTHWEST CORNER OF A WHITE HOUSE, 57 1/2 FEET SOUTH OF
 SY1011'THE CENTER LINE OF THE GRAVELED ROAD, 25 FEET WEST OF THE CENTER LINE
 SY1011'OF THE PORT MADISON-WINSLOW ROAD, 12.7 FEET SOUTH OF THE SOUTHEAST
 SY1011'CORNER OF A SCHOOL BUS STOP SHED, 9 FEET SOUTH OF TELEPHONE POLE 300,
 SY1011'1.3 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET
 SY1011'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SY1011'NOTE-- IT WAS REPORTED BY THE LAND OWNER THAT THIS MARK WAS HIT BY A
 SY1011'TRACTOR AND RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0454 ***********************************************************************
 TR0454  DESIGNATION -  84 MIDWAY
 TR0454  PID         -  TR0454
 TR0454  STATE/COUNTY-  WA/ISLAND
 TR0454  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0454
 TR0454                         *CURRENT SURVEY CONTROL
 TR0454  ___________________________________________________________________
 TR0454* NAD 83(1986)-  48 17 51.     (N)    122 36 25.     (W)     SCALED    
 TR0454* NAVD 88     -         3.614  (meters)      11.86   (feet)  ADJUSTED  
 TR0454  ___________________________________________________________________
 TR0454  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 TR0454  DYNAMIC HT  -           3.615 (meters)      11.86  (feet)  COMP
 TR0454  MODELED GRAV-     980,843.2   (mgal)                       NAVD 88
 TR0454
 TR0454  VERT ORDER  -  FIRST     CLASS II
 TR0454
 TR0454.This mark is at Oak Harbor Air Park  (76S)
 TR0454
 TR0454.The horizontal coordinates were scaled from a topographic map and have
 TR0454.an estimated accuracy of +/- 6 seconds.
 TR0454
 TR0454.The orthometric height was determined by differential leveling
 TR0454.and adjusted by the National Geodetic Survey in June 1991..
 TR0454
 TR0454.The geoid height was determined by GEOID03.
 TR0454
 TR0454.The dynamic height is computed by dividing the NAVD 88
 TR0454.geopotential number by the normal gravity value computed on the
 TR0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0454.degrees latitude (g = 980.6199 gals.).
 TR0454
 TR0454.The modeled gravity was interpolated from observed gravity values.
 TR0454
 TR0454;                    North         East    Units  Estimated Accuracy
 TR0454;SPC WA N     -   145,780.      368,430.      MT  (+/- 180 meters Scaled)
 TR0454
 TR0454                          SUPERSEDED SURVEY CONTROL
 TR0454
 TR0454  NGVD 29 (??/??/92)    2.47   (m)            8.1    (f) COMPUTED    1 2
 TR0454
 TR0454.Superseded values are not recommended for survey control.
 TR0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0454.See file dsdata.txt to determine how the superseded data were derived.
 TR0454
 TR0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU291494(NAD 83)
 TR0454_MARKER: DD = SURVEY DISK
 TR0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0454_STAMPING: 84 - MIDWAY
 TR0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0454+STABILITY: SURFACE MOTION
 TR0454
 TR0454  HISTORY     - Date     Condition        Report By
 TR0454  HISTORY     - UNK      MONUMENTED       DOD
 TR0454  HISTORY     - 1952     GOOD             NGS
 TR0454
 TR0454                          STATION DESCRIPTION
 TR0454
 TR0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0454'2.5 MI E FROM OAK HARBOR.
 TR0454'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0454'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0454'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.65 MILE
 TR0454'NORTHEAST ALONG TORPEDO ROAD, THENCE 0.65 MILE EAST ALONG MIDWAY
 TR0454'BLVD., ON THE CENTER LINE OF THE BLVD., ABOUT 120 FEET NORTH OF THE
 TR0454'NORTH SHORE OF CRESENT HARBOR, 63.8 FEET NORTHEAST OF THE NORTHEAST
 TR0454'CORNER OF A 8- BY 8-FOOT CONCRETE TIDE CATCH BASIN, 27 FEET NORTHWEST
 TR0454'OF THE WEST ONE OF A ROW OF ORANGE AND WHITE PAINTED LIGHT POLES, 0.2
 TR0454'FOOT BELOW THE SURFACE OF THE BLVD., AND SET IN THE TOP OF A CONCRETE
 TR0454'POST WHICH IS ENCASED BY A 6-INCH STEEL PIPE WITH A CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0357 ***********************************************************************
 SD0357  DESIGNATION -  8407
 SD0357  PID         -  SD0357
 SD0357  STATE/COUNTY-  WA/PACIFIC
 SD0357  USGS QUAD   -  OYSTERVILLE (1994)
 SD0357
 SD0357                         *CURRENT SURVEY CONTROL
 SD0357  ___________________________________________________________________
 SD0357* NAD 83(1986)-  46 35 01.     (N)    124 01 35.     (W)     SCALED    
 SD0357* NAVD 88     -         5.329  (meters)      17.48   (feet)  ADJUSTED  
 SD0357  ___________________________________________________________________
 SD0357  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 SD0357  DYNAMIC HT  -           5.329 (meters)      17.48  (feet)  COMP
 SD0357  MODELED GRAV-     980,733.1   (mgal)                       NAVD 88
 SD0357
 SD0357  VERT ORDER  -  FIRST     CLASS II
 SD0357
 SD0357.The horizontal coordinates were scaled from a topographic map and have
 SD0357.an estimated accuracy of +/- 6 seconds.
 SD0357
 SD0357.The orthometric height was determined by differential leveling
 SD0357.and adjusted by the National Geodetic Survey in June 1991..
 SD0357
 SD0357.The geoid height was determined by GEOID03.
 SD0357
 SD0357.The dynamic height is computed by dividing the NAVD 88
 SD0357.geopotential number by the normal gravity value computed on the
 SD0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0357.degrees latitude (g = 980.6199 gals.).
 SD0357
 SD0357.The modeled gravity was interpolated from observed gravity values.
 SD0357
 SD0357;                    North         East    Units  Estimated Accuracy
 SD0357;SPC WA S     -   145,010.      229,830.      MT  (+/- 180 meters Scaled)
 SD0357
 SD0357                          SUPERSEDED SURVEY CONTROL
 SD0357
 SD0357.No superseded survey control is available for this station.
 SD0357
 SD0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS213594(NAD 83)
 SD0357_MARKER: DD = SURVEY DISK
 SD0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0357_SP_SET: CONCRETE POST
 SD0357_STAMPING: 8407 1984
 SD0357_MARK LOGO: WA-049
 SD0357_PROJECTION: PROJECTING 5 CENTIMETERS
 SD0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0357+STABILITY: SURFACE MOTION
 SD0357
 SD0357  HISTORY     - Date     Condition        Report By
 SD0357  HISTORY     - 1984     MONUMENTED       WA-049
 SD0357  HISTORY     - 1987     GOOD             NGS
 SD0357  HISTORY     - 1988     GOOD             USPSQD
 SD0357  HISTORY     - 19971012 GOOD             USPSQD
 SD0357  HISTORY     - 20060318 GOOD             USPSQD
 SD0357
 SD0357                          STATION DESCRIPTION
 SD0357
 SD0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0357'30.8 KM (19.15 MI) NORTH FROM SEAVIEW.
 SD0357'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0357'IN SEAVIEW, THENCE 0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101,
 SD0357'THENCE 25.3 KM (15.70 MI) NORTH ALONG SANDRIDGE ROAD, THENCE 0.48 KM
 SD0357'(0.30 MI) WEST ALONG OYSTERVILLE ROAD, THENCE 4.19 KM (2.60 MI) NORTH
 SD0357'ALONG STACKPOLE ROAD, AT A TRACK ROAD EAST TO AN OPEN MEADOW, 8.53 M
 SD0357'(28.0 FT) EAST OF THE CENTER OF STACKPOLE ROAD, 6.85 M (22.5 FT)
 SD0357'NORTH OF THE CENTER OF THE TRACK ROAD.
 SD0357'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 SD0357'THE MARK IS 0.30 M ABOVE THE ROAD.
 SD0357
 SD0357                          STATION RECOVERY (1988)
 SD0357
 SD0357'RECOVERY NOTE BY US POWER SQUADRON 1988 (DJM)
 SD0357'RECOVERED IN GOOD CONDITION.
 SD0357
 SD0357                          STATION RECOVERY (1997)
 SD0357
 SD0357'RECOVERY NOTE BY US POWER SQUADRON 1997
 SD0357'RECOVERED IN GOOD CONDITION.
 SD0357
 SD0357                          STATION RECOVERY (2006)
 SD0357
 SD0357'RECOVERY NOTE BY US POWER SQUADRON 2006
 SD0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0642 ***********************************************************************
 SA0642  DESIGNATION -  841
 SA0642  PID         -  SA0642
 SA0642  STATE/COUNTY-  WA/FRANKLIN
 SA0642  USGS QUAD   -  SULPHUR LAKE (1970)
 SA0642
 SA0642                         *CURRENT SURVEY CONTROL
 SA0642  ___________________________________________________________________
 SA0642* NAD 83(1986)-  46 38 05.     (N)    118 38 56.     (W)     SCALED    
 SA0642* NAVD 88     -       257.155  (meters)     843.68   (feet)  ADJUSTED  
 SA0642  ___________________________________________________________________
 SA0642  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SA0642  DYNAMIC HT  -         257.163 (meters)     843.71  (feet)  COMP
 SA0642  MODELED GRAV-     980,642.8   (mgal)                       NAVD 88
 SA0642
 SA0642  VERT ORDER  -  SECOND    CLASS 0
 SA0642
 SA0642.The horizontal coordinates were scaled from a topographic map and have
 SA0642.an estimated accuracy of +/- 6 seconds.
 SA0642
 SA0642.The orthometric height was determined by differential leveling
 SA0642.and adjusted by the National Geodetic Survey in June 1991..
 SA0642
 SA0642.The geoid height was determined by GEOID03.
 SA0642
 SA0642.The dynamic height is computed by dividing the NAVD 88
 SA0642.geopotential number by the normal gravity value computed on the
 SA0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0642.degrees latitude (g = 980.6199 gals.).
 SA0642
 SA0642.The modeled gravity was interpolated from observed gravity values.
 SA0642
 SA0642;                    North         East    Units  Estimated Accuracy
 SA0642;SPC WA S     -   146,310.      641,720.      MT  (+/- 180 meters Scaled)
 SA0642
 SA0642                          SUPERSEDED SURVEY CONTROL
 SA0642
 SA0642  NGVD 29 (??/??/92)  256.106  (m)          840.24   (f) ADJ UNCH    2 0
 SA0642
 SA0642.Superseded values are not recommended for survey control.
 SA0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0642.See file dsdata.txt to determine how the superseded data were derived.
 SA0642
 SA0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM737658(NAD 83)
 SA0642_MARKER: P = PIPE CAP
 SA0642_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0642_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0642_STAMPING: 841 WASH
 SA0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0642
 SA0642  HISTORY     - Date     Condition        Report By
 SA0642  HISTORY     - UNK      MONUMENTED       USGS
 SA0642  HISTORY     - 1934     GOOD             NGS
 SA0642
 SA0642                          STATION DESCRIPTION
 SA0642
 SA0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SA0642'4.7 MI W FROM KAHLOTUS.
 SA0642'4.7 MILES WEST ALONG THE OREGON-WASHINGTON RAILROAD AND NAVIGATION CO.
 SA0642'TRACK FROM THE STATION AT KAHLOTUS, FRANKLIN COUNTY, AT A PUBLIC ROAD
 SA0642'CROSSING, 9 RAILS SOUTHWEST OF MILEAGE 42, 82 FEET SOUTHEAST OF THE
 SA0642'TRACK, AND 1 FOOT NORTHWEST OF THE CORNER OF A PASTURE FENCE.  A
 SA0642'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 841 WASH AND
 SA0642'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0740 ***********************************************************************
 SA0740  DESIGNATION -  842
 SA0740  PID         -  SA0740
 SA0740  STATE/COUNTY-  WA/ADAMS
 SA0740  USGS QUAD   -  EAGLE LAKES (1986)
 SA0740
 SA0740                         *CURRENT SURVEY CONTROL
 SA0740  ___________________________________________________________________
 SA0740* NAD 83(1986)-  46 44 17.     (N)    119 10 37.     (W)     SCALED    
 SA0740* NAVD 88     -       257.61   (+/-2cm)     845.2    (feet)  VERTCON   
 SA0740  ___________________________________________________________________
 SA0740  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SA0740
 SA0740  VERT ORDER  -  ? (See Below)
 SA0740
 SA0740.The horizontal coordinates were scaled from a topographic map and have
 SA0740.an estimated accuracy of +/- 6 seconds.
 SA0740
 SA0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0740.The vertical order pertains to the NGVD 29 superseded value.
 SA0740
 SA0740.The geoid height was determined by GEOID03.
 SA0740
 SA0740;                    North         East    Units  Estimated Accuracy
 SA0740;SPC WA S     -   156,980.      601,100.      MT  (+/- 180 meters Scaled)
 SA0740
 SA0740                          SUPERSEDED SURVEY CONTROL
 SA0740
 SA0740  NGVD 29 (??/??/92)  256.499  (m)          841.53   (f) ADJ UNCH    ?  
 SA0740
 SA0740.Superseded values are not recommended for survey control.
 SA0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0740.See file dsdata.txt to determine how the superseded data were derived.
 SA0740
 SA0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM336783(NAD 83)
 SA0740_MARKER: P = PIPE CAP
 SA0740_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0740_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0740_STAMPING: 842 WASH 1922
 SA0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0740
 SA0740  HISTORY     - Date     Condition        Report By
 SA0740  HISTORY     - 1922     MONUMENTED       USGS
 SA0740  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA0740
 SA0740                          STATION DESCRIPTION
 SA0740
 SA0740'DESCRIBED BY US GEOLOGICAL SURVEY 1922
 SA0740'6 MI S FROM OTHELLO.
 SA0740'6 MILES SOUTH ALONG A ROAD FROM OTHELLO, ADAMS COUNTY, 6 MILES NORTH
 SA0740'OF BENCH MARK K 32, NEAR SECTION CORNERS 33, 34, 4, AND 3, TS.
 SA0740'14-15N., R. 29 E., 37 FEET SOUTH OF AN EAST AND WEST ROAD, 20 FEET
 SA0740'WEST OF A NORTH-AND-SOUTH ROAD, AND 20 FEET NORTH OF A FENCE CORNER. A
 SA0740'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 842 WASH 1922
 SA0740'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- RD AT
 SA0740'INTERSECTION HAVE BEEN WIDENED AND NOW COVER THE SPOT INDICATED BY
 SA0740'MEASURMENT.
 SA0740
 SA0740                          STATION RECOVERY (1967)
 SA0740
 SA0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0388 ***********************************************************************
 SB0388  DESIGNATION -  842.975
 SB0388  PID         -  SB0388
 SB0388  STATE/COUNTY-  WA/YAKIMA
 SB0388  USGS QUAD   -  WAPATO (1985)
 SB0388
 SB0388                         *CURRENT SURVEY CONTROL
 SB0388  ___________________________________________________________________
 SB0388* NAD 83(1986)-  46 25 59.     (N)    120 25 07.     (W)     SCALED    
 SB0388* NAVD 88     -       257.893  (meters)     846.10   (feet)  ADJUSTED  
 SB0388  ___________________________________________________________________
 SB0388  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SB0388  DYNAMIC HT  -         257.895 (meters)     846.11  (feet)  COMP
 SB0388  MODELED GRAV-     980,613.6   (mgal)                       NAVD 88
 SB0388
 SB0388  VERT ORDER  -  FIRST     CLASS II
 SB0388
 SB0388.The horizontal coordinates were scaled from a topographic map and have
 SB0388.an estimated accuracy of +/- 6 seconds.
 SB0388
 SB0388.The orthometric height was determined by differential leveling
 SB0388.and adjusted by the National Geodetic Survey in June 1991..
 SB0388
 SB0388.The geoid height was determined by GEOID03.
 SB0388
 SB0388.The dynamic height is computed by dividing the NAVD 88
 SB0388.geopotential number by the normal gravity value computed on the
 SB0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0388.degrees latitude (g = 980.6199 gals.).
 SB0388
 SB0388.The modeled gravity was interpolated from observed gravity values.
 SB0388
 SB0388;                    North         East    Units  Estimated Accuracy
 SB0388;SPC WA S     -   122,240.      506,260.      MT  (+/- 180 meters Scaled)
 SB0388
 SB0388                          SUPERSEDED SURVEY CONTROL
 SB0388
 SB0388  NGVD 29 (??/??/92)  256.842  (m)          842.66   (f) ADJ UNCH    1 2
 SB0388
 SB0388.Superseded values are not recommended for survey control.
 SB0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0388.See file dsdata.txt to determine how the superseded data were derived.
 SB0388
 SB0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS983454(NAD 83)
 SB0388_MARKER: DV = VERTICAL CONTROL DISK
 SB0388_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SB0388_SP_SET: IRRIGATION CANAL HEADWALL
 SB0388_STAMPING: 842.975
 SB0388_MARK LOGO: USIIS 
 SB0388_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0388+STABILITY: SURFACE MOTION
 SB0388
 SB0388  HISTORY     - Date     Condition        Report By
 SB0388  HISTORY     - UNK      MONUMENTED       DI
 SB0388  HISTORY     - 1961     GOOD             NGS
 SB0388  HISTORY     - 1982     GOOD             NGS
 SB0388  HISTORY     - 19950830 GOOD             WADT
 SB0388
 SB0388                          STATION DESCRIPTION
 SB0388
 SB0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0388'0.8 MI S FROM WAPATO.
 SB0388'0.8 MILE SOUTH ALONG SOUTH WAPATO ROAD FROM THE WAPATO INDIAN
 SB0388'IRRIGATION OFFICE AT WAPATO, 24 FEET WEST OF THE CENTER OF THE ROAD,
 SB0388'SET IN TOP OF THE NORTHEAST END OF THE WEST HEADWALL OF A CONCRETE
 SB0388'BRIDGE OVER AN IRRIGATION CANAL, DISK IS ABOUT 2-FEET ABOVE THE ROAD
 SB0388'LEVEL.  THIS BRIDGE IS ABOUT 150-FEET NORTH OF THE CENTER OF THE
 SB0388'INTERSECTION OF SOUTH WAPATO ROAD AND U.S. HIGHWAY 97A.
 SB0388
 SB0388                          STATION RECOVERY (1982)
 SB0388
 SB0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0388'RECOVERED IN GOOD CONDITION.
 SB0388
 SB0388                          STATION RECOVERY (1995)
 SB0388
 SB0388'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KAA)
 SB0388'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0297 ***********************************************************************
 RZ0297  DESIGNATION -  845.4
 RZ0297  PID         -  RZ0297
 RZ0297  STATE/COUNTY-  WA/ASOTIN
 RZ0297  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0297
 RZ0297                         *CURRENT SURVEY CONTROL
 RZ0297  ___________________________________________________________________
 RZ0297* NAD 83(1986)-  46 05 30.     (N)    116 59 02.     (W)     SCALED    
 RZ0297* NAVD 88     -       258.613  (meters)     848.47   (feet)  ADJUSTED  
 RZ0297  ___________________________________________________________________
 RZ0297  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 RZ0297  DYNAMIC HT  -         258.569 (meters)     848.32  (feet)  COMP
 RZ0297  MODELED GRAV-     980,441.2   (mgal)                       NAVD 88
 RZ0297
 RZ0297  VERT ORDER  -  SECOND    CLASS 0
 RZ0297
 RZ0297.The horizontal coordinates were scaled from a topographic map and have
 RZ0297.an estimated accuracy of +/- 6 seconds.
 RZ0297
 RZ0297.The orthometric height was determined by differential leveling
 RZ0297.and adjusted by the National Geodetic Survey in June 1991..
 RZ0297
 RZ0297.The geoid height was determined by GEOID03.
 RZ0297
 RZ0297.The dynamic height is computed by dividing the NAVD 88
 RZ0297.geopotential number by the normal gravity value computed on the
 RZ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0297.degrees latitude (g = 980.6199 gals.).
 RZ0297
 RZ0297.The modeled gravity was interpolated from observed gravity values.
 RZ0297
 RZ0297;                    North         East    Units  Estimated Accuracy
 RZ0297;SPC WA S     -    90,350.      771,820.      MT  (+/- 180 meters Scaled)
 RZ0297
 RZ0297                          SUPERSEDED SURVEY CONTROL
 RZ0297
 RZ0297  NGVD 29 (??/??/92)  257.542  (m)          844.95   (f) ADJ UNCH    2 0
 RZ0297
 RZ0297.Superseded values are not recommended for survey control.
 RZ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0297.See file dsdata.txt to determine how the superseded data were derived.
 RZ0297
 RZ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM012042(NAD 83)
 RZ0297_MARKER: Q = CHISELED SQUARE
 RZ0297_SETTING: 80 = SET IN A BOULDER
 RZ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0297+STABILITY: SURFACE MOTION
 RZ0297
 RZ0297  HISTORY     - Date     Condition        Report By
 RZ0297  HISTORY     - UNK      MONUMENTED       USGS
 RZ0297  HISTORY     - 1946     GOOD             NGS
 RZ0297
 RZ0297                          STATION DESCRIPTION
 RZ0297
 RZ0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0297'0.9 MI N FROM ROGERSBURG.
 RZ0297'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0297'SNAKE RIVER, 0.9 MILE NORTH OF THE JUNCTION OF THE GRANDE RONDE AND
 RZ0297'THE SNAKE RIVERS AT ROGERSBURG, ON A SMALL BRUSHY POINT, 25.0 FEET
 RZ0297'NORTHEAST OF CENTER OF CROSSING OF A SMALL RAVINE, 16.0 FEET SOUTHEAST
 RZ0297'OF CENTER OF THE ROAD, AN OUTLINED CHISELED SQUARE CUT IN THE CENTER
 RZ0297'AND TOP OF AN EMBEDDED BOULDER ABOUT 1 FOOT BELOW THE ROAD AND FLUSH
 RZ0297'WITH TOP OF THE GROUND, 845.4 PAINTED ON A ROCK WHICH WAS PLACED ON
 RZ0297'THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0729 ***********************************************************************
 SA0729  DESIGNATION -  849
 SA0729  PID         -  SA0729
 SA0729  STATE/COUNTY-  WA/ADAMS
 SA0729  USGS QUAD   -  TAUNTON (1986)
 SA0729
 SA0729                         *CURRENT SURVEY CONTROL
 SA0729  ___________________________________________________________________
 SA0729* NAD 83(1986)-  46 48 12.     (N)    119 20 40.     (W)     SCALED    
 SA0729* NAVD 88     -       259.704  (meters)     852.05   (feet)  ADJUSTED  
 SA0729  ___________________________________________________________________
 SA0729  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 SA0729  DYNAMIC HT  -         259.723 (meters)     852.11  (feet)  COMP
 SA0729  MODELED GRAV-     980,679.8   (mgal)                       NAVD 88
 SA0729
 SA0729  VERT ORDER  -  SECOND    CLASS 0
 SA0729
 SA0729.The horizontal coordinates were scaled from a topographic map and have
 SA0729.an estimated accuracy of +/- 6 seconds.
 SA0729
 SA0729.The orthometric height was determined by differential leveling
 SA0729.and adjusted by the National Geodetic Survey in June 1991..
 SA0729.WARNING-Repeat measurements at this control monument indicate possible
 SA0729.vertical movement.
 SA0729
 SA0729.The geoid height was determined by GEOID03.
 SA0729
 SA0729.The dynamic height is computed by dividing the NAVD 88
 SA0729.geopotential number by the normal gravity value computed on the
 SA0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0729.degrees latitude (g = 980.6199 gals.).
 SA0729
 SA0729.The modeled gravity was interpolated from observed gravity values.
 SA0729
 SA0729;                    North         East    Units  Estimated Accuracy
 SA0729;SPC WA S     -   164,040.      588,200.      MT  (+/- 180 meters Scaled)
 SA0729
 SA0729                          SUPERSEDED SURVEY CONTROL
 SA0729
 SA0729  NGVD 29 (??/??/92)  258.598  (m)          848.42   (f) ADJ UNCH    2 0
 SA0729
 SA0729.Superseded values are not recommended for survey control.
 SA0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0729.See file dsdata.txt to determine how the superseded data were derived.
 SA0729
 SA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM211859(NAD 83)
 SA0729_MARKER: DD = SURVEY DISK
 SA0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0729_SP_SET: BASE
 SA0729_STAMPING: 849 1916
 SA0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0729
 SA0729  HISTORY     - Date     Condition        Report By
 SA0729  HISTORY     - 1916     MONUMENTED       USGS
 SA0729  HISTORY     - 1944     GOOD             NGS
 SA0729
 SA0729                          STATION DESCRIPTION
 SA0729
 SA0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SA0729'5.3 MI E FROM CORFU.
 SA0729'IN ADAMS COUNTY, 5.3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 SA0729'AND PACIFIC RAILROAD FROM THE STATION AT CORFU, GRANT COUNTY, 9 RAILS
 SA0729'WEST OF THE STATION AT TAUNTON, AT THE WEST END OF A SIDING, AT
 SA0729'SEMAPHORE 113.1, IN THE CENTER OF THE NORTH SIDE OF THE BASE, 8 INCHES
 SA0729'BELOW THE TOP OF THE BLOCK, AND 9 FEET NORTH OF THE TRACK.  A U.S.
 SA0729'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 849 1916 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0309 ***********************************************************************
 SB0309  DESIGNATION -  849.210 USIIS
 SB0309  PID         -  SB0309
 SB0309  STATE/COUNTY-  WA/YAKIMA
 SB0309  USGS QUAD   -  WAPATO (1985)
 SB0309
 SB0309                         *CURRENT SURVEY CONTROL
 SB0309  ___________________________________________________________________
 SB0309* NAD 83(1986)-  46 26 40.     (N)    120 25 00.     (W)     SCALED    
 SB0309* NAVD 88     -       259.810  (meters)     852.39   (feet)  ADJUSTED  
 SB0309  ___________________________________________________________________
 SB0309  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SB0309  DYNAMIC HT  -         259.811 (meters)     852.40  (feet)  COMP
 SB0309  MODELED GRAV-     980,614.3   (mgal)                       NAVD 88
 SB0309
 SB0309  VERT ORDER  -  FIRST     CLASS II
 SB0309
 SB0309.The horizontal coordinates were scaled from a topographic map and have
 SB0309.an estimated accuracy of +/- 6 seconds.
 SB0309
 SB0309.The orthometric height was determined by differential leveling
 SB0309.and adjusted by the National Geodetic Survey in June 1991..
 SB0309.WARNING-Repeat measurements at this control monument indicate possible
 SB0309.vertical movement.
 SB0309
 SB0309.The geoid height was determined by GEOID03.
 SB0309
 SB0309.The dynamic height is computed by dividing the NAVD 88
 SB0309.geopotential number by the normal gravity value computed on the
 SB0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0309.degrees latitude (g = 980.6199 gals.).
 SB0309
 SB0309.The modeled gravity was interpolated from observed gravity values.
 SB0309
 SB0309;                    North         East    Units  Estimated Accuracy
 SB0309;SPC WA S     -   123,500.      506,400.      MT  (+/- 180 meters Scaled)
 SB0309
 SB0309                          SUPERSEDED SURVEY CONTROL
 SB0309
 SB0309  NGVD 29 (??/??/92)  258.76   (m)          848.9    (f) COMPUTED    1 2
 SB0309
 SB0309.Superseded values are not recommended for survey control.
 SB0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0309.See file dsdata.txt to determine how the superseded data were derived.
 SB0309
 SB0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS984466(NAD 83)
 SB0309_MARKER: DD = SURVEY DISK
 SB0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0309_STAMPING: 849.210
 SB0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0309+STABILITY: SURFACE MOTION
 SB0309
 SB0309  HISTORY     - Date     Condition        Report By
 SB0309  HISTORY     - UNK      MONUMENTED       DI
 SB0309  HISTORY     - 1944     GOOD             NGS
 SB0309  HISTORY     - 1962     MARK NOT FOUND   NGS
 SB0309
 SB0309                          STATION DESCRIPTION
 SB0309
 SB0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SB0309'IN WAPATO.
 SB0309'AT WAPATO, SET IN THE NORTHEAST QUARTER OF STREET CROSSING, IN THE
 SB0309'SOUTHWEST CORNER OF YARD AT THE OLD UNITED STATES INDIAN IRRIGATION
 SB0309'SERVICE BUILDING, 33 FEET NORTH OF CENTER-LINE OF THE EAST-WEST
 SB0309'STREET, 31 FEET EAST OF CENTER-LINE OF NORTH-SOUTH STREET, 4.4 FEET
 SB0309'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH, 1.7 FEET NORTH OF
 SB0309'REFERENCE POST.  BENCH MARK DISK SET IN TOP OF CONCRETE POST.
 SB0309
 SB0309                          STATION RECOVERY (1962)
 SB0309
 SB0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SB0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2714 ***********************************************************************
 SC2714  DESIGNATION -  85 23 Q
 SC2714  PID         -  SC2714
 SC2714  STATE/COUNTY-  WA/COWLITZ
 SC2714  USGS QUAD   -  HOFFSTADT MTN (1983)
 SC2714
 SC2714                         *CURRENT SURVEY CONTROL
 SC2714  ___________________________________________________________________
 SC2714* NAD 83(1998)-  46 19 16.31850(N)    122 29 06.52027(W)     ADJUSTED  
 SC2714* NAVD 88     -       332.2    (meters)    1090.     (feet)  VERTCON   
 SC2714  ___________________________________________________________________
 SC2714  X           -  -2,370,021.639 (meters)                     COMP
 SC2714  Y           -  -3,722,318.198 (meters)                     COMP
 SC2714  Z           -   4,590,201.663 (meters)                     COMP
 SC2714  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 SC2714  ELLIP HEIGHT-         311.13  (meters)          (09/30/02) GPS OBS
 SC2714  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 SC2714
 SC2714  HORZ ORDER  -  FIRST
 SC2714  ELLP ORDER  -  FOURTH    CLASS I
 SC2714
 SC2714.The horizontal coordinates were established by GPS observations
 SC2714.and adjusted by the National Geodetic Survey in September 2002..
 SC2714.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC2714.DATUM ITEM on the data sheet items page.
 SC2714
 SC2714.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2714
 SC2714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2714
 SC2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2714
 SC2714.The ellipsoidal height was determined by GPS observations
 SC2714.and is referenced to NAD 83.
 SC2714
 SC2714.The geoid height was determined by GEOID03.
 SC2714
 SC2714;                    North         East     Units Scale Factor Converg.
 SC2714;SPC WA S     -   111,724.406   347,143.968   MT  0.99992515   -1 26 31.2
 SC2714;SPC WA S     -   366,549.16  1,138,921.50   sFT  0.99992515   -1 26 31.2
 SC2714;UTM  10      - 5,129,864.768   539,635.116   MT  0.99961931   +0 22 20.5
 SC2714
 SC2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2714!SPC WA S     -   0.99995123  x   0.99992515  =   0.99987638
 SC2714!UTM  10      -   0.99995123  x   0.99961931  =   0.99957056
 SC2714
 SC2714:                Primary Azimuth Mark                     Grid Az
 SC2714:SPC WA S     -  85 23 R                                  088 21 14.7
 SC2714:UTM  10      -  85 23 R                                  086 32 23.0
 SC2714
 SC2714|---------------------------------------------------------------------|
 SC2714| PID    Reference Object                     Distance      Geod. Az  |
 SC2714|                                                           dddmmss.s |
 SC2714| SC2715 85 23 R                             APPROX. 0.6 KM 0865443.5 |
 SC2714|---------------------------------------------------------------------|
 SC2714
 SC2714                          SUPERSEDED SURVEY CONTROL
 SC2714
 SC2714  NAD 83(1991)-  46 19 16.31522(N)    122 29 06.52030(W) AD(       ) 1
 SC2714  ELLIP H (12/09/91)  311.27   (m)                       GP(       ) 4 1
 SC2714  NAD 83(1991)-  46 19 16.31508(N)    122 29 06.52032(W) AD(       ) 1
 SC2714  ELLIP H (10/15/91)  311.27   (m)                       GP(       ) 4 1
 SC2714  NAD 83(1986)-  46 19 16.33535(N)    122 29 06.52339(W) AD(       ) 1
 SC2714  NAD 27      -  46 19 16.93254(N)    122 29 02.16182(W) AD(       ) 1
 SC2714  NGVD 29 (07/20/87)  331.1    (m)         1086.     (f) GPS OBS        
 SC2714
 SC2714.Superseded values are not recommended for survey control.
 SC2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2714.See file dsdata.txt to determine how the superseded data were derived.
 SC2714
 SC2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES3963529865(NAD 83)
 SC2714_MARKER: DB = BENCH MARK DISK
 SC2714_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SC2714_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SC2714_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2714+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC2714
 SC2714  HISTORY     - Date     Condition        Report By
 SC2714  HISTORY     - 1985     MONUMENTED       NGS
 SC2714  HISTORY     - 1986     GOOD             NGS
 SC2714
 SC2714                          STATION DESCRIPTION
 SC2714
 SC2714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (DAW)
 SC2714'THE STATION IS  LOCATED ABOUT 24 KM (15 MI)  SOUTH  OF MOSSYROCK,
 SC2714'20.0 KM (12.5 MI) EAST OF TOUTLE AND 17.6 KM (11 MI) WEST OF THE
 SC2714'COWLITZ-SKAMAINIA COUNTY LINE IN THE CONCRETE BASE OF A GATEPOST.
 SC2714'TO REACH THE STATION FROM THE POST OFFICE IN TOUTLE, GO EAST ON
 SC2714'STATE HIGHWAY 504 FOR 11.8 KM (7.4 MI) TO THE KID VALLEY ROAD ON
 SC2714'THE RIGHT.  CONTINUE AHEAD EASTERLY ON STATE HIGHWAY 504 FOR 1.0 KM
 SC2714'(0.6 MI) TO THE KID VALLEY STORE AND POST OFFICE ON THE RIGHT.
 SC2714'CONTINUE EASTERLY ON STATE HIGHWAY 504 FOR 5.6 KM (3.5 MI) TO THE
 SC2714'INTERSECTION OF 2411 AND THE 2411A LINE ROADS.  CONTINUE EASTERLY ON
 SC2714'STATE HIGHWAY 504 FOR 3.7 KM (2.3 MI) TO THE SAINT HELENS LOOP ROAD
 SC2714'ON THE LEFT.  CONTINUE AHEAD FOR 5.4 KM (3.4 MI) TO A PAVED SIDE
 SC2714'ROAD LEFT AT THE RED ZONE GATE.  TURN LEFT AND GO NORTHERLY FOR 1.0
 SC2714'KM (0.6 MI) TO THE STATION ON THE LEFT IN THE BASE OF THE GATE POST.
 SC2714'
 SC2714'THE STATION MARK IS A STANDARD USE BENCH MARK DISK STAMPED---
 SC2714'---85-23-Q-1985---SET IN THE CONCRETE BASE OF A GATE POST.  IT IS
 SC2714'6.1 M (20 FT) EAST SOUTHEAST OF THE WESTERN GATE POST AND 2.8 M
 SC2714'(9.2 FT) EAST OF THE CENTER OF THE PAVED ROAD.
 SC2714'
 SC2714'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 SC2714'SUITABLE FOR GPS OCCUPATION, NO OBSTRUCTION.
 SC2714'
 SC2714'DESCRIBED BY DA WEGENAST
 SC2714
 SC2714                          STATION RECOVERY (1986)
 SC2714
 SC2714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 SC2714'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 SC2714'THE ROUTE TO REACH THE STATION AND THE LOCAL MEASURMENTS ARE
 SC2714'COMPLETE AND ADQUATE AT THIS TIME.
 SC2714'
 SC2714'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 SC2714'
 SC2714'DESCRIBED BY DA WEGENAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2715 ***********************************************************************
 SC2715  DESIGNATION -  85 23 R
 SC2715  PID         -  SC2715
 SC2715  STATE/COUNTY-  WA/COWLITZ
 SC2715  USGS QUAD   -  HOFFSTADT MTN (1983)
 SC2715
 SC2715                         *CURRENT SURVEY CONTROL
 SC2715  ___________________________________________________________________
 SC2715* NAD 83(1998)-  46 19 17.44919(N)    122 28 36.23862(W)     ADJUSTED  
 SC2715* NAVD 88     -       337.6    (meters)    1108.     (feet)  VERTCON   
 SC2715  ___________________________________________________________________
 SC2715  X           -  -2,369,463.574 (meters)                     COMP
 SC2715  Y           -  -3,722,647.927 (meters)                     COMP
 SC2715  Z           -   4,590,229.659 (meters)                     COMP
 SC2715  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 SC2715  ELLIP HEIGHT-         316.50  (meters)          (09/30/02) GPS OBS
 SC2715  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 SC2715
 SC2715  HORZ ORDER  -  FIRST
 SC2715  ELLP ORDER  -  FOURTH    CLASS I
 SC2715
 SC2715.The horizontal coordinates were established by GPS observations
 SC2715.and adjusted by the National Geodetic Survey in September 2002..
 SC2715.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC2715.DATUM ITEM on the data sheet items page.
 SC2715
 SC2715.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2715
 SC2715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2715
 SC2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2715
 SC2715.The ellipsoidal height was determined by GPS observations
 SC2715.and is referenced to NAD 83.
 SC2715
 SC2715.The geoid height was determined by GEOID03.
 SC2715
 SC2715;                    North         East     Units Scale Factor Converg.
 SC2715;SPC WA S     -   111,743.039   347,792.397   MT  0.99992513   -1 26 09.2
 SC2715;SPC WA S     -   366,610.29  1,141,048.89   sFT  0.99992513   -1 26 09.2
 SC2715;UTM  10      - 5,129,903.909   540,282.433   MT  0.99961995   +0 22 42.4
 SC2715
 SC2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2715!SPC WA S     -   0.99995039  x   0.99992513  =   0.99987552
 SC2715!UTM  10      -   0.99995039  x   0.99961995  =   0.99957036
 SC2715
 SC2715:                Primary Azimuth Mark                     Grid Az
 SC2715:SPC WA S     -  85 23 Q                                  268 21 14.6
 SC2715:UTM  10      -  85 23 Q                                  266 32 23.0
 SC2715
 SC2715|---------------------------------------------------------------------|
 SC2715| PID    Reference Object                     Distance      Geod. Az  |
 SC2715|                                                           dddmmss.s |
 SC2715| SC2714 85 23 Q                             APPROX. 0.6 KM 2665505.4 |
 SC2715|---------------------------------------------------------------------|
 SC2715
 SC2715                          SUPERSEDED SURVEY CONTROL
 SC2715
 SC2715  NAD 83(1991)-  46 19 17.44593(N)    122 28 36.23831(W) AD(       ) 1
 SC2715  ELLIP H (12/09/91)  316.64   (m)                       GP(       ) 4 1
 SC2715  NAD 83(1991)-  46 19 17.44580(N)    122 28 36.23830(W) AD(       ) 1
 SC2715  ELLIP H (10/15/91)  316.63   (m)                       GP(       ) 4 1
 SC2715  NAD 83(1986)-  46 19 17.46582(N)    122 28 36.24213(W) AD(       ) 1
 SC2715  NAD 27      -  46 19 18.06344(N)    122 28 31.87972(W) AD(       ) 1
 SC2715  NGVD 29 (07/20/87)  336.5    (m)         1104.     (f) GPS OBS        
 SC2715
 SC2715.Superseded values are not recommended for survey control.
 SC2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2715.See file dsdata.txt to determine how the superseded data were derived.
 SC2715
 SC2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES4028229904(NAD 83)
 SC2715_MARKER: DR = REFERENCE MARK DISK
 SC2715_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC2715+WITH SETTING: PAVEMENT
 SC2715_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2715+STABILITY: SURFACE MOTION
 SC2715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2715+SATELLITE: SATELLITE OBSERVATIONS - 1985
 SC2715
 SC2715  HISTORY     - Date     Condition        Report By
 SC2715  HISTORY     - 1985     MONUMENTED       NGS
 SC2715
 SC2715                          STATION DESCRIPTION
 SC2715
 SC2715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (AJL)
 SC2715'THE STATION IS LOCATED ABOUT 24.0 KM (15 MI) SOUTH OF MOSSY ROCK,
 SC2715'20.0 KM (12.5 MI) EAST OF TOUTLE, 17.6 KM (11 MI) WEST OF THE
 SC2715'COWLITZ-SKAMANIA COUNTY LINE AND IN THE SOUTHEAST CORNER OF A
 SC2715'CONCRETE PAD.
 SC2715'
 SC2715'TO REACH THE STATION FROM THE POST OFFICE IN TOUTLE GO EAST ON STATE
 SC2715'HIGHWAY 504 FOR 11.8 KM (7.4 MI) TO THE KIDD VALLEY STORE AND POST
 SC2715'OFFICE ON THE RIGHJT.  CONTINUE EASTERLY ON STATE HIGHWAY 504 FOR
 SC2715'5.6 KM (3.5 MI) TO THE INTERSECTION WITH THE 2411 AND 2411A LINE
 SC2715'ROADS.  CONTINUE EASTERLY ON STATE HIGHWAY 504 FOR 3.7 KM (2.3 MI)
 SC2715'TO THE SAINT HELENS LOOP ROAD ON THE LEFT.  CONTINUE EASTERLY ON
 SC2715'STATE HIGHWAY 504 FOR 5.4 KM (3.4 MI) TO A PAVED ROAD ON THE LEFT.
 SC2715'TURN LEFT ON THE PAVED ROAD AND GO NORTHERLY FOR 0.3 KM (0.2 MI) TO
 SC2715'A SIDE ROAD RIGHT TO THE VIEWPOINT TRAIL.  TURN RIGHT FOR ABOUT 30 M
 SC2715'(100 FT) TO THE STATI0N ON THE LEFT.
 SC2715'
 SC2715'THE STATION MARK IS A STANDARD USE DISK STAMPED---85-23-R 1985---SET
 SC2715'IN A DRILL  HOLE IN A CONCRETE PAD.  IT IS 34.1 M (112 FT) NORTHEAST
 SC2715'OF THE CENTER OF A PAVED ROAD, 14.1 M (46.3 FT) SOUTH OF THE NORTH
 SC2715'CORNER OF THE CONCRETE PAD, 12.6 M (41.3 FT) SOUTH SOUTHEAST OF THE
 SC2715'NORTHEAST CORNER OF THE PAD AND 6 .0 M (19.7 FT) EAST SOUTHEAST OF
 SC2715'THE CENTER OF THE DIRT ROAD.
 SC2715'
 SC2715'THIS STATION IS SUITEABLE FOR GPS OBSERVATIONS, THERE ARE NO
 SC2715'OBSTRUCTIONS.
 SC2715'
 SC2715'DESCRIBED BY DA WEGENAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1006 ***********************************************************************
 SY1006  DESIGNATION -  85 GWM USGS
 SY1006  PID         -  SY1006
 SY1006  STATE/COUNTY-  WA/KITSAP
 SY1006  USGS QUAD   -  SUQUAMISH (1981)
 SY1006
 SY1006                         *CURRENT SURVEY CONTROL
 SY1006  ___________________________________________________________________
 SY1006* NAD 83(1986)-  47 41 45.     (N)    122 31 21.     (W)     SCALED    
 SY1006* NAVD 88     -        35.045  (meters)     114.98   (feet)  POSTED    
 SY1006  ___________________________________________________________________
 SY1006  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SY1006  DYNAMIC HT  -          35.050 (meters)     114.99  (feet)  COMP
 SY1006  MODELED GRAV-     980,755.8   (mgal)                       NAVD 88
 SY1006
 SY1006  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1006
 SY1006.The horizontal coordinates were scaled from a topographic map and have
 SY1006.an estimated accuracy of +/- 6 seconds.
 SY1006
 SY1006.The orthometric height was determined by differential leveling
 SY1006.and adjusted by the National Geodetic Survey in 1992..
 SY1006.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1006.rate of 0.0 thru 1.0 mm/km.
 SY1006
 SY1006.The geoid height was determined by GEOID03.
 SY1006
 SY1006.The dynamic height is computed by dividing the NAVD 88
 SY1006.geopotential number by the normal gravity value computed on the
 SY1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1006.degrees latitude (g = 980.6199 gals.).
 SY1006
 SY1006.The modeled gravity was interpolated from observed gravity values.
 SY1006
 SY1006;                    North         East    Units  Estimated Accuracy
 SY1006;SPC WA N     -    78,760.      373,220.      MT  (+/- 180 meters Scaled)
 SY1006
 SY1006                          SUPERSEDED SURVEY CONTROL
 SY1006
 SY1006  NGVD 29 (??/??/??)   33.980  (m)          111.48   (f) ADJUSTED    1 2
 SY1006
 SY1006.Superseded values are not recommended for survey control.
 SY1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1006.See file dsdata.txt to determine how the superseded data were derived.
 SY1006
 SY1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET358826(NAD 83)
 SY1006_MARKER: DD = SURVEY DISK
 SY1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1006_STAMPING: 112 85 GWM 1951
 SY1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1006+STABILITY: SURFACE MOTION
 SY1006
 SY1006  HISTORY     - Date     Condition        Report By
 SY1006  HISTORY     - 1951     MONUMENTED       USGS
 SY1006  HISTORY     - 1956     GOOD             CGS
 SY1006  HISTORY     - 20040322 MARK NOT FOUND   INDIV
 SY1006
 SY1006                          STATION DESCRIPTION
 SY1006
 SY1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1006'0.5 MI S FROM PORT MADISON.
 SY1006'0.5 MILE SOUTH ALONG THE PORT MADISON-WINSLOW ROAD FROM THE PORT
 SY1006'MADISON STORE AT PORT MADISON, 0.5 MILE NORTH OF THE PORT MADISON
 SY1006'LUTHERAN CHURCH, IN R2E T26N S34, AT THE Y JUNCTION OF HIDDEN COVE
 SY1006'ROAD LEADING SOUTHWEST, 71 FEET NORTHEAST OF THE CENTER LINE OF THE
 SY1006'PORT MADISON-WINSLOW ROAD LEADING SOUTHEAST FROM THE JUNCTION, 45 1/2
 SY1006'FEET SOUTHEAST OF THE CENTER LINE OF THE PORT MADISON-WINSLOW ROAD
 SY1006'LEADING NORTHEAST FROM THE JUNCTION, 37 1/2 FEET NORTH OF THE CENTER
 SY1006'LINE OF A DIM DIRT ROAD LEADING TO AN ABANDONED SAW MILL, 5 FEET
 SY1006'SOUTHWEST OF TELEPHONE POLE 370, 1.1 FEET NORTHEAST OF A WITNESS POST,
 SY1006'ABOUT 1 1/2 FEET HIGHER THAN THE PORT MADISON-WINSLOW ROAD, AND SET IN
 SY1006'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 SY1006
 SY1006                          STATION RECOVERY (2004)
 SY1006
 SY1006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BBK)
 SY1006'FOUND WSDOT MONUMENT 3.0 FEET EAST OF A WITNESS POST. MONUMENT WAS
 SY1006'FOUND TIPPED AND SEEMED DISTURBED. INSTALLED A CARSONITE POST 1.0 EAST
 SY1006'OF THE MONUMENT. THERE IS A EXISTING FENCE 2.0 EAST OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0007 ***********************************************************************
 SX0007  DESIGNATION -  85 M RM
 SX0007  PID         -  SX0007
 SX0007  STATE/COUNTY-  WA/CHELAN
 SX0007  USGS QUAD   -  ROCKY REACH DAM (1987)
 SX0007
 SX0007                         *CURRENT SURVEY CONTROL
 SX0007  ___________________________________________________________________
 SX0007* NAD 83(1986)-  47 32 40.     (N)    120 17 22.     (W)     SCALED    
 SX0007* NAVD 88     -       204.70   (+/-2cm)     671.6    (feet)  VERTCON   
 SX0007  ___________________________________________________________________
 SX0007  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 SX0007
 SX0007  VERT ORDER  -  ? (See Below)
 SX0007
 SX0007.The horizontal coordinates were scaled from a topographic map and have
 SX0007.an estimated accuracy of +/- 6 seconds.
 SX0007
 SX0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0007.The vertical order pertains to the NGVD 29 superseded value.
 SX0007
 SX0007.The geoid height was determined by GEOID03.
 SX0007
 SX0007;                    North         East    Units  Estimated Accuracy
 SX0007;SPC WA N     -    60,680.      540,940.      MT  (+/- 180 meters Scaled)
 SX0007
 SX0007                          SUPERSEDED SURVEY CONTROL
 SX0007
 SX0007  NGVD 29 (??/??/92)  203.556  (m)          667.83   (f) ADJ UNCH    ?  
 SX0007
 SX0007.Superseded values are not recommended for survey control.
 SX0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0007.See file dsdata.txt to determine how the superseded data were derived.
 SX0007
 SX0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT039692(NAD 83)
 SX0007_MARKER: O = CHISELED CIRCLE
 SX0007_SETTING: 66 = SET IN ROCK OUTCROP
 SX0007_SP_SET: ROCK LEDGE
 SX0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0007+STABILITY: POSITION/ELEVATION WELL
 SX0007
 SX0007  HISTORY     - Date     Condition        Report By
 SX0007  HISTORY     - UNK      MONUMENTED       USGS
 SX0007  HISTORY     - 1934     GOOD             NGS
 SX0007  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0007
 SX0007                          STATION DESCRIPTION
 SX0007
 SX0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0007'9.2 MI N FROM WENATCHEE.
 SX0007'ABOUT 9.2 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SX0007'STATION AT WENATCHEE, CHELAN COUNTY, ABOUT 160 FEET NORTHEAST OF THE
 SX0007'NORTHEAST END OF THE TIMBER TRESTLE OVER SWAKANE CREEK, AT THE MIDDLE
 SX0007'OF A ROCK CUT, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK AND
 SX0007'ON A ROCK LEDGE, PAINTED R.P., ABOUT 2 FEET ABOVE THE GROUND.  A
 SX0007'CHISELED CIRCLE.
 SX0007
 SX0007                          STATION RECOVERY (1982)
 SX0007
 SX0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0007'SEARCHED FOR BUT NOT RECOVERED IN 1982, IT IS ASSUMED TO HAVE BEEN
 SX0007'DESTROYED BY THE CONSTRUCTION OF THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0308 ***********************************************************************
 SB0308  DESIGNATION -  850.555 USIIS
 SB0308  PID         -  SB0308
 SB0308  STATE/COUNTY-  WA/YAKIMA
 SB0308  USGS QUAD   -  WAPATO (1985)
 SB0308
 SB0308                         *CURRENT SURVEY CONTROL
 SB0308  ___________________________________________________________________
 SB0308* NAD 83(1986)-  46 26 40.     (N)    120 25 01.     (W)     SCALED    
 SB0308* NAVD 88     -       260.218  (meters)     853.73   (feet)  ADJUSTED  
 SB0308  ___________________________________________________________________
 SB0308  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SB0308  DYNAMIC HT  -         260.220 (meters)     853.74  (feet)  COMP
 SB0308  MODELED GRAV-     980,614.3   (mgal)                       NAVD 88
 SB0308
 SB0308  VERT ORDER  -  FIRST     CLASS II
 SB0308
 SB0308.The horizontal coordinates were scaled from a topographic map and have
 SB0308.an estimated accuracy of +/- 6 seconds.
 SB0308
 SB0308.The orthometric height was determined by differential leveling
 SB0308.and adjusted by the National Geodetic Survey in June 1991..
 SB0308
 SB0308.The geoid height was determined by GEOID03.
 SB0308
 SB0308.The dynamic height is computed by dividing the NAVD 88
 SB0308.geopotential number by the normal gravity value computed on the
 SB0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0308.degrees latitude (g = 980.6199 gals.).
 SB0308
 SB0308.The modeled gravity was interpolated from observed gravity values.
 SB0308
 SB0308;                    North         East    Units  Estimated Accuracy
 SB0308;SPC WA S     -   123,500.      506,380.      MT  (+/- 180 meters Scaled)
 SB0308
 SB0308                          SUPERSEDED SURVEY CONTROL
 SB0308
 SB0308.No superseded survey control is available for this station.
 SB0308
 SB0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS984466(NAD 83)
 SB0308_MARKER: DD = SURVEY DISK
 SB0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0308_SP_SET: STEP
 SB0308_STAMPING: 850.555
 SB0308_MARK LOGO: USIIS 
 SB0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0308
 SB0308  HISTORY     - Date     Condition        Report By
 SB0308  HISTORY     - UNK      MONUMENTED       DI
 SB0308  HISTORY     - 1962     GOOD             NGS
 SB0308  HISTORY     - 1982     GOOD             NGS
 SB0308
 SB0308                          STATION DESCRIPTION
 SB0308
 SB0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0308'IN WAPATO.
 SB0308'AT WAPATO, YAKIMA COUNTY, AT THE NEW INDIAN IRRIGATION SERVICE
 SB0308'BUILDING (WAPATO IRRIGATION PROJECT HEADQUARTERS), 21 FEET NORTHWEST
 SB0308'OF THE NORTHEAST CORNER OF THE BUILDING, AT THE NORTH (MAIN) ENTRANCE,
 SB0308'IN THE EAST CORNER OF THE BOTTOM STEP, AND 6 FEET EAST OF THE CENTER
 SB0308'OF THE ENTRANCE.  A UNITED STATES INDIAN IRRIGATION SERVICE STANDARD
 SB0308'DISK, STAMPED 850.555.
 SB0308
 SB0308                          STATION RECOVERY (1982)
 SB0308
 SB0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0748 ***********************************************************************
 SA0748  DESIGNATION -  858
 SA0748  PID         -  SA0748
 SA0748  STATE/COUNTY-  WA/GRANT
 SA0748  USGS QUAD   -  CORFU (1986)
 SA0748
 SA0748                         *CURRENT SURVEY CONTROL
 SA0748  ___________________________________________________________________
 SA0748* NAD 83(1986)-  46 52 05.     (N)    119 27 11.     (W)     SCALED    
 SA0748* NAVD 88     -       262.480  (meters)     861.15   (feet)  ADJUSTED  
 SA0748  ___________________________________________________________________
 SA0748  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SA0748  DYNAMIC HT  -         262.499 (meters)     861.22  (feet)  COMP
 SA0748  MODELED GRAV-     980,676.8   (mgal)                       NAVD 88
 SA0748
 SA0748  VERT ORDER  -  SECOND    CLASS 0
 SA0748
 SA0748.The horizontal coordinates were scaled from a topographic map and have
 SA0748.an estimated accuracy of +/- 6 seconds.
 SA0748
 SA0748.The orthometric height was determined by differential leveling
 SA0748.and adjusted by the National Geodetic Survey in June 1991..
 SA0748
 SA0748.The geoid height was determined by GEOID03.
 SA0748
 SA0748.The dynamic height is computed by dividing the NAVD 88
 SA0748.geopotential number by the normal gravity value computed on the
 SA0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0748.degrees latitude (g = 980.6199 gals.).
 SA0748
 SA0748.The modeled gravity was interpolated from observed gravity values.
 SA0748
 SA0748;                    North         East    Units  Estimated Accuracy
 SA0748;SPC WA S     -   171,120.      579,810.      MT  (+/- 180 meters Scaled)
 SA0748
 SA0748                          SUPERSEDED SURVEY CONTROL
 SA0748
 SA0748  NGVD 29 (??/??/92)  261.402  (m)          857.62   (f) ADJ UNCH    2 0
 SA0748
 SA0748.Superseded values are not recommended for survey control.
 SA0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0748.See file dsdata.txt to determine how the superseded data were derived.
 SA0748
 SA0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM130934(NAD 83)
 SA0748_MARKER: P = PIPE CAP
 SA0748_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0748_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0748_STAMPING: WASH 858
 SA0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0748
 SA0748  HISTORY     - Date     Condition        Report By
 SA0748  HISTORY     - UNK      MONUMENTED       USGS
 SA0748  HISTORY     - 1934     GOOD             NGS
 SA0748  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA0748
 SA0748                          STATION DESCRIPTION
 SA0748
 SA0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SA0748'3.9 MI N FROM CORFU.
 SA0748'3.9 MILES NORTH ALONG A COUNTRY ROAD FROM CORFU, GRANT COUNTY, AT THE
 SA0748'CORNER COMMON TO SECTIONS 16, 17, 20 AND 21, T 16 N, R 27 E, 36 FEET
 SA0748'NORTHEAST OF A DIM-ROAD INTERSECTION, AND 27 FEET EAST OF THE
 SA0748'CENTERLINE OF THE COUNTY ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 SA0748'STANDARD CAP, STAMPED WASH 858 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 SA0748'IRON PIPE.  NOTE-- RD WIDENED AND IRRIGATION DITCH IN AREA.
 SA0748
 SA0748                          STATION RECOVERY (1967)
 SA0748
 SA0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1657 ***********************************************************************
 SW1657  DESIGNATION -  86 FMK
 SW1657  PID         -  SW1657
 SW1657  STATE/COUNTY-  WA/DOUGLAS
 SW1657  USGS QUAD   -  CHELAN FALLS (1981)
 SW1657
 SW1657                         *CURRENT SURVEY CONTROL
 SW1657  ___________________________________________________________________
 SW1657* NAD 83(1998)-  47 49 48.19048(N)    119 52 39.71081(W)     ADJUSTED  
 SW1657* NAVD 88     -       914.7    (meters)    3001.     (feet)  GPS OBS   
 SW1657  ___________________________________________________________________
 SW1657  X           -  -2,137,235.398 (meters)                     COMP
 SW1657  Y           -  -3,720,116.463 (meters)                     COMP
 SW1657  Z           -   4,704,875.231 (meters)                     COMP
 SW1657  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 SW1657  ELLIP HEIGHT-         895.53  (meters)          (07/05/01) GPS OBS
 SW1657  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 SW1657
 SW1657  HORZ ORDER  -  FIRST
 SW1657  ELLP ORDER  -  FOURTH    CLASS II
 SW1657
 SW1657.The horizontal coordinates were established by GPS observations
 SW1657.and adjusted by the National Geodetic Survey in July 2001..
 SW1657.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1657.DATUM ITEM on the data sheet items page.
 SW1657
 SW1657.The orthometric height was determined by GPS observations and a
 SW1657.high-resolution geoid model.
 SW1657
 SW1657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1657
 SW1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1657
 SW1657.The ellipsoidal height was determined by GPS observations
 SW1657.and is referenced to NAD 83.
 SW1657
 SW1657.The geoid height was determined by GEOID03.
 SW1657
 SW1657;                    North         East     Units Scale Factor Converg.
 SW1657;SPC WA N     -    92,730.966   571,543.497   MT  0.99995481   +0 42 41.4
 SW1657;SPC WA N     -   304,234.84  1,875,138.96   sFT  0.99995481   +0 42 41.4
 SW1657;UTM  11      - 5,301,421.544   284,641.483   MT  1.00016995   -2 08 01.1
 SW1657
 SW1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1657!SPC WA N     -   0.99985966  x   0.99995481  =   0.99981448
 SW1657!UTM  11      -   0.99985966  x   1.00016995  =   1.00002959
 SW1657
 SW1657                          SUPERSEDED SURVEY CONTROL
 SW1657
 SW1657  NAD 83(1991)-  47 49 48.18917(N)    119 52 39.71091(W) AD(       ) 1
 SW1657  ELLIP H (01/21/94)  895.66   (m)                       GP(       ) 4 1
 SW1657
 SW1657.Superseded values are not recommended for survey control.
 SW1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1657.See file dsdata.txt to determine how the superseded data were derived.
 SW1657
 SW1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP8464101422(NAD 83)
 SW1657_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1657_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 SW1657_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 SW1657_STAMPING: 86 FMK 1967
 SW1657_MARK LOGO: USGS  
 SW1657_PROJECTION: FLUSH
 SW1657_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1657+STABILITY: POSITION/ELEVATION WELL
 SW1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1657+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1993
 SW1657_ROD/PIPE-DEPTH: 3.05 meters
 SW1657_SLEEVE-DEPTH  : 0.51 meters
 SW1657
 SW1657  HISTORY     - Date     Condition        Report By
 SW1657  HISTORY     - 1967     MONUMENTED       USGS
 SW1657  HISTORY     - 19930519 GOOD             DCPW
 SW1657
 SW1657                          STATION DESCRIPTION
 SW1657
 SW1657'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1657'016
 SW1657'THE STATION IS APPROXIMATELY 5.5 MI (8.9 KM) EAST OF CHELAN, WA, 11 MI
 SW1657'(17.7 KM) WEST OF MANSFIELD, WA, AND 15.5 MI (24.9 KM) NE OF
 SW1657'WATERVILLE, WA, IN THE NW 1/4 OF SECTION 19, T27N, R24E, WM, DOUGLAS
 SW1657'COUNTY, WA.
 SW1657'TO REACH STATION FROM THE POST OFFICE IN MANSFIELD, WA, DRIVE NW ALONG
 SW1657'MAIN STREET 0.3 MI (0.5 KM) WHERE THE ROAD CURVES TO THE WEST AND
 SW1657'CONTINUES AS HIGHWAY 172. CONTINUE WEST ALONG HIGHWAY 172 7.7 MI
 SW1657'(12.4 KM) TO A CURVE TO THE SOUTH, AND THE INTERSECTION OF THE MCNEIL
 SW1657'CANYON ROAD, A PAVED ROAD TO THE WEST. CONTINUE WEST ALONG THE MCNEIL
 SW1657'CANYON ROAD 3.55 MI (5.71 KM) TO A CURVE TO THE NORTH AND THE
 SW1657'INTERSECTION OF 15-NW, A PAVED ROAD TO THE WEST. CONTINUE WEST ALONG
 SW1657'15-NW 0.75 MI (1.21 KM) TO A CURVE TO THE SOUTH, AND THE STATION 70
 SW1657'FT (21.3 M) NW OF AND 3 FT (0.9 M) HIGHER THAN THE CENTERLINE OF THE
 SW1657'ROAD, 76.2 FT (23.2 M) S46W OF POWER POLE 2724181101, 0.2 FT (0.1 M)
 SW1657'SOUTH OF A STEEL POST, AND 2.8 FT (0.9 M) N68W OF AN ORANGE CARSONITE
 SW1657'WITNESS POST.
 SW1657'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -86 FMK 1967- SET ON
 SW1657'THE TOP OF 10 FT (3.0 M) OF COPPER-COATED ROAD, FLUSH WITH THE
 SW1657'SURROUNDING DIRT SURFACE, AND ENCASED IN A STEEL SLEEVE.
 SW1657'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1657'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0157 ***********************************************************************
 SX0157  DESIGNATION -  86 M
 SX0157  PID         -  SX0157
 SX0157  STATE/COUNTY-  WA/CHELAN
 SX0157  USGS QUAD   -  WENATCHEE (1987)
 SX0157
 SX0157                         *CURRENT SURVEY CONTROL
 SX0157  ___________________________________________________________________
 SX0157* NAD 83(1986)-  47 27 40.     (N)    120 19 53.     (W)     SCALED    
 SX0157* NAVD 88     -       202.390  (meters)     664.01   (feet)  ADJUSTED  
 SX0157  ___________________________________________________________________
 SX0157  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 SX0157  DYNAMIC HT  -         202.410 (meters)     664.07  (feet)  COMP
 SX0157  MODELED GRAV-     980,710.4   (mgal)                       NAVD 88
 SX0157
 SX0157  VERT ORDER  -  FIRST     CLASS II
 SX0157
 SX0157.The horizontal coordinates were scaled from a topographic map and have
 SX0157.an estimated accuracy of +/- 6 seconds.
 SX0157
 SX0157.The orthometric height was determined by differential leveling
 SX0157.and adjusted by the National Geodetic Survey in June 1991..
 SX0157
 SX0157.The geoid height was determined by GEOID03.
 SX0157
 SX0157.The dynamic height is computed by dividing the NAVD 88
 SX0157.geopotential number by the normal gravity value computed on the
 SX0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0157.degrees latitude (g = 980.6199 gals.).
 SX0157
 SX0157.The modeled gravity was interpolated from observed gravity values.
 SX0157
 SX0157;                    North         East    Units  Estimated Accuracy
 SX0157;SPC WA N     -    51,390.      537,850.      MT  (+/- 180 meters Scaled)
 SX0157
 SX0157                          SUPERSEDED SURVEY CONTROL
 SX0157
 SX0157  NGVD 29 (??/??/92)  201.251  (m)          660.27   (f) ADJ UNCH    1 2
 SX0157
 SX0157.Superseded values are not recommended for survey control.
 SX0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0157.See file dsdata.txt to determine how the superseded data were derived.
 SX0157
 SX0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT011598(NAD 83)
 SX0157_MARKER: DD = SURVEY DISK
 SX0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0157_STAMPING: TT 86 M 1929
 SX0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0157+STABILITY: SURFACE MOTION
 SX0157
 SX0157  HISTORY     - Date     Condition        Report By
 SX0157  HISTORY     - 1929     MONUMENTED       USGS
 SX0157  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0157
 SX0157                          STATION DESCRIPTION
 SX0157
 SX0157'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 SX0157'3.1 MI N FROM WENATCHEE.
 SX0157'3.1 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0157'WENATCHEE, CHELAN COUNTY, ABOUT 1/4 MILE NORTH OF THE BRIDGE OVER
 SX0157'WENATCHEE RIVER, 120 FEET EAST OF THE CENTERLINE OF THE TRACK, 70 FEET
 SX0157'SOUTHWEST OF TWO STEEL OIL TANKS OF THE GENERAL PETROLEUM CO., AND 80
 SX0157'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HORAN BROS. CONCRETE
 SX0157'WAREHOUSE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 SX0157'TT 86 M 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 SX0157'ABOVE GROUND.
 SX0157
 SX0157                          STATION RECOVERY (1982)
 SX0157
 SX0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0157'SEARCHED FOR BUT NOT RECOVERED IN 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0304 ***********************************************************************
 SB0304  DESIGNATION -  861 T USGS
 SB0304  PID         -  SB0304
 SB0304  STATE/COUNTY-  WA/YAKIMA
 SB0304  USGS QUAD   -  WAPATO (1985)
 SB0304
 SB0304                         *CURRENT SURVEY CONTROL
 SB0304  ___________________________________________________________________
 SB0304* NAD 83(1986)-  46 27 08.     (N)    120 25 24.     (W)     SCALED    
 SB0304* NAVD 88     -       263.504  (meters)     864.51   (feet)  ADJUSTED  
 SB0304  ___________________________________________________________________
 SB0304  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SB0304  DYNAMIC HT  -         263.505 (meters)     864.52  (feet)  COMP
 SB0304  MODELED GRAV-     980,614.4   (mgal)                       NAVD 88
 SB0304
 SB0304  VERT ORDER  -  FIRST     CLASS II
 SB0304
 SB0304.The horizontal coordinates were scaled from a topographic map and have
 SB0304.an estimated accuracy of +/- 6 seconds.
 SB0304
 SB0304.The orthometric height was determined by differential leveling
 SB0304.and adjusted by the National Geodetic Survey in June 1991..
 SB0304.WARNING-Repeat measurements at this control monument indicate possible
 SB0304.vertical movement.
 SB0304
 SB0304.The geoid height was determined by GEOID03.
 SB0304
 SB0304.The dynamic height is computed by dividing the NAVD 88
 SB0304.geopotential number by the normal gravity value computed on the
 SB0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0304.degrees latitude (g = 980.6199 gals.).
 SB0304
 SB0304.The modeled gravity was interpolated from observed gravity values.
 SB0304
 SB0304;                    North         East    Units  Estimated Accuracy
 SB0304;SPC WA S     -   124,370.      505,890.      MT  (+/- 180 meters Scaled)
 SB0304
 SB0304                          SUPERSEDED SURVEY CONTROL
 SB0304
 SB0304  NGVD 29 (??/??/92)  262.461  (m)          861.09   (f) ADJ UNCH    1 2
 SB0304
 SB0304.Superseded values are not recommended for survey control.
 SB0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0304.See file dsdata.txt to determine how the superseded data were derived.
 SB0304
 SB0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS978475(NAD 83)
 SB0304_MARKER: P = PIPE CAP
 SB0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0304_STAMPING: ELEV 861.343 FT 861 T
 SB0304_MARK LOGO: USGS  
 SB0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0304+STABILITY: SURFACE MOTION
 SB0304
 SB0304  HISTORY     - Date     Condition        Report By
 SB0304  HISTORY     - UNK      MONUMENTED       USGS
 SB0304  HISTORY     - 1962     GOOD             NGS
 SB0304  HISTORY     - 1982     GOOD             NGS
 SB0304
 SB0304                          STATION DESCRIPTION
 SB0304
 SB0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0304'0.2 MI NW FROM WAPATO.
 SB0304'0.2 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SB0304'AT WAPATO, YAKIMA COUNTY, 121 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 SB0304'THE MAIN TRACK, 31 FEET SOUTHWEST OF THE CENTERLINE OF OLD STATE
 SB0304'HIGHWAY 3 A (KNOWN AS THE OLD TRACK ROAD), 4 FEET SOUTHWEST OF POLE
 SB0304'1713, AND 2.4 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A UNITED
 SB0304'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED ELEV 861.343 FT 861 T
 SB0304'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 FOOT ABOVE
 SB0304'GROUND.
 SB0304
 SB0304                          STATION RECOVERY (1982)
 SB0304
 SB0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1150 ***********************************************************************
 RB1150  DESIGNATION -  865
 RB1150  PID         -  RB1150
 RB1150  STATE/COUNTY-  WA/KLICKITAT
 RB1150  USGS QUAD   -  PHINNY HILL (1993)
 RB1150
 RB1150                         *CURRENT SURVEY CONTROL
 RB1150  ___________________________________________________________________
 RB1150* NAD 83(1986)-  45 58 02.     (N)    119 54 32.     (W)     SCALED    
 RB1150* NAVD 88     -       265.090  (meters)     869.72   (feet)  ADJUSTED  
 RB1150  ___________________________________________________________________
 RB1150  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RB1150  DYNAMIC HT  -         265.086 (meters)     869.70  (feet)  COMP
 RB1150  MODELED GRAV-     980,595.3   (mgal)                       NAVD 88
 RB1150
 RB1150  VERT ORDER  -  SECOND    CLASS 0
 RB1150
 RB1150.The horizontal coordinates were scaled from a topographic map and have
 RB1150.an estimated accuracy of +/- 6 seconds.
 RB1150
 RB1150.The orthometric height was determined by differential leveling
 RB1150.and adjusted by the National Geodetic Survey in June 1991..
 RB1150
 RB1150.The geoid height was determined by GEOID03.
 RB1150
 RB1150.The dynamic height is computed by dividing the NAVD 88
 RB1150.geopotential number by the normal gravity value computed on the
 RB1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1150.degrees latitude (g = 980.6199 gals.).
 RB1150
 RB1150.The modeled gravity was interpolated from observed gravity values.
 RB1150
 RB1150;                    North         East    Units  Estimated Accuracy
 RB1150;SPC WA S     -    70,630.      545,820.      MT  (+/- 180 meters Scaled)
 RB1150
 RB1150                          SUPERSEDED SURVEY CONTROL
 RB1150
 RB1150  NGVD 29 (??/??/92)  264.064  (m)          866.35   (f) ADJ UNCH    2 0
 RB1150
 RB1150.Superseded values are not recommended for survey control.
 RB1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1150.See file dsdata.txt to determine how the superseded data were derived.
 RB1150
 RB1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL746945(NAD 83)
 RB1150_MARKER: DD = SURVEY DISK
 RB1150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RB1150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RB1150_STAMPING: 865
 RB1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1150
 RB1150  HISTORY     - Date     Condition        Report By
 RB1150  HISTORY     - UNK      MONUMENTED       USGS
 RB1150  HISTORY     - 1944     GOOD             NGS
 RB1150  HISTORY     - 19850716 MARK NOT FOUND   NGS
 RB1150
 RB1150                          STATION DESCRIPTION
 RB1150
 RB1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RB1150'11.2 MI N FROM ALDERDALE.
 RB1150'LOCATED 11.2 MILES NORTH ALONG THE ALDERDALE-MABTON ROAD FROM THE POST
 RB1150'OFFICE AT ALDERDALE, SET ON THE NORTH SLOPE OF HILL, 0.4 MILE NORTH OF
 RB1150'A CURVE FROM THE WEST TO THE NORTH, 19 FEET WEST OF THE CENTERLINE OF
 RB1150'THE ROAD, 7.7 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1.8 FEET EAST OF
 RB1150'REFERENCE POST.  BENCH MARK DISK RIVETED ON TOP OF A 3 1/2-INCH IRON
 RB1150'PIPE AND PROJECTING ABOUT 0.8 FOOT ABOVE THE GROUND.
 RB1150
 RB1150                          STATION RECOVERY (1985)
 RB1150
 RB1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RB1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0630 ***********************************************************************
 TP0630  DESIGNATION -  865 T USGS
 TP0630  PID         -  TP0630
 TP0630  STATE/COUNTY-  WA/OKANOGAN
 TP0630  USGS QUAD   -  RIVERSIDE (1981)
 TP0630
 TP0630                         *CURRENT SURVEY CONTROL
 TP0630  ___________________________________________________________________
 TP0630* NAD 83(1986)-  48 30 11.     (N)    119 30 20.     (W)     SCALED    
 TP0630* NAVD 88     -       261.154  (meters)     856.80   (feet)  ADJUSTED  
 TP0630  ___________________________________________________________________
 TP0630  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 TP0630  DYNAMIC HT  -         261.199 (meters)     856.95  (feet)  COMP
 TP0630  MODELED GRAV-     980,777.6   (mgal)                       NAVD 88
 TP0630
 TP0630  VERT ORDER  -  FIRST     CLASS II
 TP0630
 TP0630.The horizontal coordinates were scaled from a topographic map and have
 TP0630.an estimated accuracy of +/- 6 seconds.
 TP0630
 TP0630.The orthometric height was determined by differential leveling
 TP0630.and adjusted by the National Geodetic Survey in June 1991..
 TP0630.WARNING-Repeat measurements at this control monument indicate possible
 TP0630.vertical movement.
 TP0630
 TP0630.The geoid height was determined by GEOID03.
 TP0630
 TP0630.The dynamic height is computed by dividing the NAVD 88
 TP0630.geopotential number by the normal gravity value computed on the
 TP0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0630.degrees latitude (g = 980.6199 gals.).
 TP0630
 TP0630.The modeled gravity was interpolated from observed gravity values.
 TP0630
 TP0630;                    North         East    Units  Estimated Accuracy
 TP0630;SPC WA N     -   167,960.      598,110.      MT  (+/- 180 meters Scaled)
 TP0630
 TP0630                          SUPERSEDED SURVEY CONTROL
 TP0630
 TP0630  NGVD 29 (??/??/92)  259.864  (m)          852.57   (f) ADJ UNCH    1 2
 TP0630
 TP0630.Superseded values are not recommended for survey control.
 TP0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0630.See file dsdata.txt to determine how the superseded data were derived.
 TP0630
 TP0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP149752(NAD 83)
 TP0630_MARKER: P = PIPE CAP
 TP0630_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TP0630_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TP0630_STAMPING: ELEV 852.823 FT 865 T T
 TP0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0630
 TP0630  HISTORY     - Date     Condition        Report By
 TP0630  HISTORY     - UNK      MONUMENTED       USGS
 TP0630  HISTORY     - 1958     GOOD             NGS
 TP0630  HISTORY     - 1959     GOOD             NGS
 TP0630  HISTORY     - 1981     MARK NOT FOUND   NGS
 TP0630
 TP0630                          STATION DESCRIPTION
 TP0630
 TP0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TP0630'IN RIVERSIDE.
 TP0630'AT RIVERSIDE, 21 FEET NORTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 TP0630'ABUTMENT OF THE BRIDGE OVER THE OKANOGAN RIVER, 14 FEET NORTHWEST OF
 TP0630'THE CENTER LINE OF THE BRIDGE, 22 1/2 FEET EAST OF THE EAST CORNER OF
 TP0630'A HOUSE, 131 FEET NORTHEAST OF THE CENTER LINE OF A STREET PARALLELING
 TP0630'THE RIVER, 2 1/2 FEET SOUTHEAST OF A 6-INCH PEACH TREE, ABOUT 9 FEET
 TP0630'LOWER THAN THE BRIDGE DECK, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 TP0630'IRON PIPE WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 TP0630
 TP0630                          STATION RECOVERY (1959)
 TP0630
 TP0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 TP0630'RECOVERED IN GOOD CONDITION.
 TP0630
 TP0630                          STATION RECOVERY (1981)
 TP0630
 TP0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0630'NOT RECOVERED, BELIEVED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1658 ***********************************************************************
 SW1658  DESIGNATION -  87 FMK
 SW1658  PID         -  SW1658
 SW1658  STATE/COUNTY-  WA/DOUGLAS
 SW1658  USGS QUAD   -  JAMESON LAKE SE (1965)
 SW1658
 SW1658                         *CURRENT SURVEY CONTROL
 SW1658  ___________________________________________________________________
 SW1658* NAD 83(1998)-  47 31 39.80866(N)    119 32 17.74087(W)     ADJUSTED  
 SW1658* NAVD 88     -       722.4    (meters)    2370.     (feet)  GPS OBS   
 SW1658  ___________________________________________________________________
 SW1658  X           -  -2,127,349.498 (meters)                     COMP
 SW1658  Y           -  -3,754,225.746 (meters)                     COMP
 SW1658  Z           -   4,682,097.930 (meters)                     COMP
 SW1658  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 SW1658  ELLIP HEIGHT-         702.63  (meters)          (07/05/01) GPS OBS
 SW1658  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 SW1658
 SW1658  HORZ ORDER  -  FIRST
 SW1658  ELLP ORDER  -  FOURTH    CLASS II
 SW1658
 SW1658.The horizontal coordinates were established by GPS observations
 SW1658.and adjusted by the National Geodetic Survey in July 2001..
 SW1658.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1658.DATUM ITEM on the data sheet items page.
 SW1658
 SW1658.The orthometric height was determined by GPS observations and a
 SW1658.high-resolution geoid model.
 SW1658
 SW1658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1658
 SW1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1658
 SW1658.The ellipsoidal height was determined by GPS observations
 SW1658.and is referenced to NAD 83.
 SW1658
 SW1658.The geoid height was determined by GEOID03.
 SW1658
 SW1658;                    North         East     Units Scale Factor Converg.
 SW1658;SPC WA N     -    59,494.156   597,518.867   MT  0.99999494   +0 57 51.1
 SW1658;SPC WA N     -   195,190.41  1,960,359.82   sFT  0.99999494   +0 57 51.1
 SW1658;UTM  11      - 5,266,933.511   308,940.932   MT  1.00004861   -1 52 22.1
 SW1658
 SW1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1658!SPC WA N     -   0.99988988  x   0.99999494  =   0.99988482
 SW1658!UTM  11      -   0.99988988  x   1.00004861  =   0.99993849
 SW1658
 SW1658                          SUPERSEDED SURVEY CONTROL
 SW1658
 SW1658  NAD 83(1991)-  47 31 39.80753(N)    119 32 17.74132(W) AD(       ) 1
 SW1658  ELLIP H (01/21/94)  702.74   (m)                       GP(       ) 4 1
 SW1658
 SW1658.Superseded values are not recommended for survey control.
 SW1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1658.See file dsdata.txt to determine how the superseded data were derived.
 SW1658
 SW1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN0894166934(NAD 83)
 SW1658_MARKER: DB = BENCH MARK DISK
 SW1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1658_SP_SET: CONCRETE POST
 SW1658_STAMPING: 87 FMK 1962 2366
 SW1658_MARK LOGO: USGS  
 SW1658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1658+STABILITY: POSITION/ELEVATION WELL
 SW1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1658+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 SW1658
 SW1658  HISTORY     - Date     Condition        Report By
 SW1658  HISTORY     - 1962     MONUMENTED       USGS
 SW1658  HISTORY     - 19930515 GOOD             DCPW
 SW1658
 SW1658                          STATION DESCRIPTION
 SW1658
 SW1658'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1658'THE STATION IS APPROXIMATELY 13 MI (20.9 KM) SW OF COULEE CITY, WA,
 SW1658'17.5 MI (28.2 KM) SE OF WITHROW, WA, AND 19 MI (30.6 KM) NE OF
 SW1658'PALISADES, WA, IN THE SE 1/4 OF SECTION 34, T24N, R26E, WM, DOUGLAS
 SW1658'COUNTY, WA.
 SW1658'TO REACH STATION FROM THE EAST END OF THE DRY FALLS DAM AT COULEE
 SW1658'CITY, WA, DRIVE WEST ALONG HIGHWAY 2 11.8 MI (19.0 KM) TO THE
 SW1658'INTERSECTION OF J-SE, A PAVED AND IMPROVED GRAVEL ROAD TO THE SOUTH.
 SW1658'CONTINUE SOUTH ON J-SE 5.07 MI (8.16 KM) TO A SHARP CURVE TO THE
 SW1658'WEST, AND TO THE STATION 41 FT (12.5 M) EAST OF A FARMHOUSE, 7.3 FT
 SW1658'(2.2 M) SOUTH OF POWER POLE 2426347102, 3 FT (0.9 M) HIGHER THAN THE
 SW1658'GRAVEL ROAD, AND 8.5 FT (2.6 M) S22E OF AN ORANGE CARSONITE WITNESS
 SW1658'POST.
 SW1658'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -87 FMK 1962 2366-
 SW1658'SET INTO THE TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER, FLUSH WITH
 SW1658'THE SURROUNDING DIRT SURFACE. MONUMENT WAS REINFORCED WITH A MASS OF
 SW1658'CONCRETE BY DOUGLAS COUNTY PUBLIC WORKS.
 SW1658'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1658'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0153 ***********************************************************************
 SX0153  DESIGNATION -  87 M
 SX0153  PID         -  SX0153
 SX0153  STATE/COUNTY-  WA/CHELAN
 SX0153  USGS QUAD   -  WENATCHEE (1987)
 SX0153
 SX0153                         *CURRENT SURVEY CONTROL
 SX0153  ___________________________________________________________________
 SX0153* NAD 83(1986)-  47 24 35.     (N)    120 17 57.     (W)     SCALED    
 SX0153* NAVD 88     -       202.86   (+/-2cm)     665.5    (feet)  VERTCON   
 SX0153  ___________________________________________________________________
 SX0153  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 SX0153
 SX0153  VERT ORDER  -  ? (See Below)
 SX0153
 SX0153.The horizontal coordinates were scaled from a topographic map and have
 SX0153.an estimated accuracy of +/- 6 seconds.
 SX0153
 SX0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0153.The vertical order pertains to the NGVD 29 superseded value.
 SX0153
 SX0153.The geoid height was determined by GEOID03.
 SX0153
 SX0153;                    North         East    Units  Estimated Accuracy
 SX0153;SPC WA N     -    45,690.      540,320.      MT  (+/- 180 meters Scaled)
 SX0153
 SX0153                          SUPERSEDED SURVEY CONTROL
 SX0153
 SX0153  NGVD 29 (??/??/92)  201.732  (m)          661.85   (f) ADJ UNCH    ?  
 SX0153
 SX0153.Superseded values are not recommended for survey control.
 SX0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0153.See file dsdata.txt to determine how the superseded data were derived.
 SX0153
 SX0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT037542(NAD 83)
 SX0153_MARKER: DB = BENCH MARK DISK
 SX0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0153_SP_SET: FOOTING
 SX0153_STAMPING: TT 87 M 1929
 SX0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0153
 SX0153  HISTORY     - Date     Condition        Report By
 SX0153  HISTORY     - 1929     MONUMENTED       USGS
 SX0153  HISTORY     - 1944     GOOD             NGS
 SX0153
 SX0153                          STATION DESCRIPTION
 SX0153
 SX0153'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 SX0153'.6 MI S FROM WENATCHEE.
 SX0153'0.6 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM WENATCHEE, CHELAN
 SX0153'COUNTY, AT THE WEST END OF THE HIGHWAY BRIDGE OVER COLUMBIA RIVER, 19
 SX0153'FEET NORTH OF THE CENTERLINE OF THE APPROACH TO THE BRIDGE, IN THE
 SX0153'NORTH END OF A CONCRETE FOOTING, AND 27 FEET EAST OF THE MAIN TRACK. A
 SX0153'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 87 M 1929.
 SX0153
 SX0153                          STATION RECOVERY (1944)
 SX0153
 SX0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 SX0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0640 ***********************************************************************
 SA0640  DESIGNATION -  870
 SA0640  PID         -  SA0640
 SA0640  STATE/COUNTY-  WA/FRANKLIN
 SA0640  USGS QUAD   -  KAHLOTUS (1970)
 SA0640
 SA0640                         *CURRENT SURVEY CONTROL
 SA0640  ___________________________________________________________________
 SA0640* NAD 83(1986)-  46 38 51.     (N)    118 35 17.     (W)     SCALED    
 SA0640* NAVD 88     -       266.192  (meters)     873.33   (feet)  ADJUSTED  
 SA0640  ___________________________________________________________________
 SA0640  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SA0640  DYNAMIC HT  -         266.199 (meters)     873.35  (feet)  COMP
 SA0640  MODELED GRAV-     980,637.5   (mgal)                       NAVD 88
 SA0640
 SA0640  VERT ORDER  -  SECOND    CLASS 0
 SA0640
 SA0640.The horizontal coordinates were scaled from a topographic map and have
 SA0640.an estimated accuracy of +/- 6 seconds.
 SA0640
 SA0640.The orthometric height was determined by differential leveling
 SA0640.and adjusted by the National Geodetic Survey in June 1991..
 SA0640
 SA0640.The geoid height was determined by GEOID03.
 SA0640
 SA0640.The dynamic height is computed by dividing the NAVD 88
 SA0640.geopotential number by the normal gravity value computed on the
 SA0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0640.degrees latitude (g = 980.6199 gals.).
 SA0640
 SA0640.The modeled gravity was interpolated from observed gravity values.
 SA0640
 SA0640;                    North         East    Units  Estimated Accuracy
 SA0640;SPC WA S     -   147,840.      646,340.      MT  (+/- 180 meters Scaled)
 SA0640
 SA0640                          SUPERSEDED SURVEY CONTROL
 SA0640
 SA0640  NGVD 29 (??/??/92)  265.150  (m)          869.91   (f) ADJ UNCH    2 0
 SA0640
 SA0640.Superseded values are not recommended for survey control.
 SA0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0640.See file dsdata.txt to determine how the superseded data were derived.
 SA0640
 SA0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM784672(NAD 83)
 SA0640_MARKER: P = PIPE CAP
 SA0640_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0640_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0640_STAMPING: 870 WASH
 SA0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0640
 SA0640  HISTORY     - Date     Condition        Report By
 SA0640  HISTORY     - UNK      MONUMENTED       USGS
 SA0640  HISTORY     - 1968     GOOD             NGS
 SA0640
 SA0640                          STATION DESCRIPTION
 SA0640
 SA0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0640'1.55 MI W FROM KAHLOTUS.
 SA0640'1.55 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE ASSEMBLY OF
 SA0640'GOD CHURCH AT KAHLOTUS, 43.8 FEET SOUTH OF THE SOUTH RAIL, 6-3/4 RAILS
 SA0640'EAST OF THE CROSSING OF A DRIVEWAY TO A BRICK HOUSE, 144 FEET
 SA0640'SOUTH-SOUTHEAST AND ACROSS THE RAILROAD FROM THE JUNCTION OF STATE
 SA0640'HIGHWAY 260 AND WADSWORTH ROAD NORTH, 66.0 FEET NORTHEAST OF THE
 SA0640'NORTHEAST CORNER OF THE HOUSE, 125 FEET SOUTH AND ACROSS THE TRACK
 SA0640'FROM THE CENTER LINE OF THE HIGHWAY, 40 1/2 FEET EAST OF POWER POLE
 SA0640'CKP 1 WITH A TRANSFORMER, 16 FEET WEST OF THE WEST END OF A GATE, 0.8
 SA0640'FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED
 SA0640'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE
 SA0640'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1659 ***********************************************************************
 SW1659  DESIGNATION -  88 FMK
 SW1659  PID         -  SW1659
 SW1659  STATE/COUNTY-  WA/DOUGLAS
 SW1659  USGS QUAD   -  JAMESON LAKE SE (1965)
 SW1659
 SW1659                         *CURRENT SURVEY CONTROL
 SW1659  ___________________________________________________________________
 SW1659* NAD 83(1998)-  47 34 02.66472(N)    119 31 58.37162(W)     ADJUSTED  
 SW1659* NAVD 88     -       783.2    (meters)    2570.     (feet)  GPS OBS   
 SW1659  ___________________________________________________________________
 SW1659  X           -  -2,125,412.419 (meters)                     COMP
 SW1659  Y           -  -3,751,628.597 (meters)                     COMP
 SW1659  Z           -   4,685,121.164 (meters)                     COMP
 SW1659  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 SW1659  ELLIP HEIGHT-         763.53  (meters)          (07/05/01) GPS OBS
 SW1659  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 SW1659
 SW1659  HORZ ORDER  -  FIRST
 SW1659  ELLP ORDER  -  FOURTH    CLASS II
 SW1659
 SW1659.The horizontal coordinates were established by GPS observations
 SW1659.and adjusted by the National Geodetic Survey in July 2001..
 SW1659.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1659.DATUM ITEM on the data sheet items page.
 SW1659
 SW1659.The orthometric height was determined by GPS observations and a
 SW1659.high-resolution geoid model.
 SW1659
 SW1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1659
 SW1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1659
 SW1659.The ellipsoidal height was determined by GPS observations
 SW1659.and is referenced to NAD 83.
 SW1659
 SW1659.The geoid height was determined by GEOID03.
 SW1659
 SW1659;                    North         East     Units Scale Factor Converg.
 SW1659;SPC WA N     -    63,912.252   597,849.417   MT  0.99998811   +0 58 05.6
 SW1659;SPC WA N     -   209,685.45  1,961,444.30   sFT  0.99998811   +0 58 05.6
 SW1659;UTM  11      - 5,271,330.071   309,489.828   MT  1.00004603   -1 52 12.0
 SW1659
 SW1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1659!SPC WA N     -   0.99988034  x   0.99998811  =   0.99986845
 SW1659!UTM  11      -   0.99988034  x   1.00004603  =   0.99992636
 SW1659
 SW1659                          SUPERSEDED SURVEY CONTROL
 SW1659
 SW1659  NAD 83(1991)-  47 34 02.66355(N)    119 31 58.37190(W) AD(       ) 1
 SW1659  ELLIP H (01/21/94)  763.65   (m)                       GP(       ) 4 1
 SW1659
 SW1659.Superseded values are not recommended for survey control.
 SW1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1659.See file dsdata.txt to determine how the superseded data were derived.
 SW1659
 SW1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN0949071330(NAD 83)
 SW1659_MARKER: DB = BENCH MARK DISK
 SW1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1659_SP_SET: CONCRETE POST
 SW1659_STAMPING: 88 FMK 1962 2566
 SW1659_MARK LOGO: USGS  
 SW1659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW1659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1659+STABILITY: POSITION/ELEVATION WELL
 SW1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1659+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 SW1659
 SW1659  HISTORY     - Date     Condition        Report By
 SW1659  HISTORY     - 1962     MONUMENTED       USGS
 SW1659  HISTORY     - 19930515 GOOD             DCPW
 SW1659
 SW1659                          STATION DESCRIPTION
 SW1659
 SW1659'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW1659'THE STATION IS APPROXIMATELY 12 MI (19.3 KM) WSW OF COULEE CITY, WA,
 SW1659'16 MI (25.7 KM) SE OF WITHROW, WA, AND 18 MI (29.0 KM) SSE OF
 SW1659'MANSFIELD, WA, IN THE NW 1/4 OF SECTION 23, T24N, R26E, WM, DOUGLAS
 SW1659'COUNTY, WA.
 SW1659'TO REACH STATION FROM THE EAST END OF THE DRY FALLS DAM AT COULEE
 SW1659'CITY, WA, DRIVE WEST ALONG HIGHWAY 2 11.8 MI (19.0 KM) TO THE
 SW1659'INTERSECTION OF J-SE, A PAVED ROAD TO THE SOUTH. CONTINUE SOUTH ALONG
 SW1659'J-SE 2.23 MI (3.59 KM) TO THE INTERSECTION OF 3-SE, A GRAVEL ROAD TO
 SW1659'THE WEST, AND THE STATION 26 FT (7.9 M) EAST OF CENTERLINE, 4.0 FT
 SW1659'(1.2 M) S18E OF POWER POLE 2426231701, 1.5 FT (0.5 M) WEST OF A
 SW1659'FENCE, AND 2.0 FT (0.6 M) S80W OF AN ORANGE CARSONITE WITNESS POST.
 SW1659'THE STATION IS A 3.5 INCH USGS BRASS CAP STAMPED -88 FMK 1962 2566-
 SW1659'SET INTO THE TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER, 0.4 FT
 SW1659'(0.1 M) BELOW THE SURROUNDING DIRT SURFACE.
 SW1659'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW1659'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4295 ***********************************************************************
 RD4295  DESIGNATION -  8806
 RD4295  PID         -  RD4295
 RD4295  STATE/COUNTY-  WA/CLARK
 RD4295  USGS QUAD   -  ORCHARDS (1990)
 RD4295
 RD4295                         *CURRENT SURVEY CONTROL
 RD4295  ___________________________________________________________________
 RD4295* NAD 83(1986)-  45 41 11.     (N)    122 33 08.     (W)     SCALED    
 RD4295* NAVD 88     -        79.529  (meters)     260.92   (feet)  ADJUSTED  
 RD4295  ___________________________________________________________________
 RD4295  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 RD4295  DYNAMIC HT  -          79.529 (meters)     260.92  (feet)  COMP
 RD4295  MODELED GRAV-     980,619.1   (mgal)                       NAVD 88
 RD4295
 RD4295  VERT ORDER  -  SECOND    CLASS II
 RD4295
 RD4295.The horizontal coordinates were scaled from a topographic map and have
 RD4295.an estimated accuracy of +/- 6 seconds.
 RD4295
 RD4295.The orthometric height was determined by differential leveling
 RD4295.and adjusted by the National Geodetic Survey in April 1995..
 RD4295
 RD4295.The geoid height was determined by GEOID03.
 RD4295
 RD4295.The dynamic height is computed by dividing the NAVD 88
 RD4295.geopotential number by the normal gravity value computed on the
 RD4295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4295.degrees latitude (g = 980.6199 gals.).
 RD4295
 RD4295.The modeled gravity was interpolated from observed gravity values.
 RD4295
 RD4295;                    North         East    Units  Estimated Accuracy
 RD4295;SPC WA S     -    41,320.      340,150.      MT  (+/- 180 meters Scaled)
 RD4295
 RD4295                          SUPERSEDED SURVEY CONTROL
 RD4295
 RD4295  NGVD 29 (03/17/92)   78.478  (m)          257.47   (f) ADJUSTED    2 2
 RD4295
 RD4295.Superseded values are not recommended for survey control.
 RD4295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4295.See file dsdata.txt to determine how the superseded data were derived.
 RD4295
 RD4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348593(NAD 83)
 RD4295_MARKER: DB = BENCH MARK DISK
 RD4295_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4295_SP_SET: TOP OF CURB
 RD4295_STAMPING: 8806  1990
 RD4295_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4295
 RD4295  HISTORY     - Date     Condition        Report By
 RD4295  HISTORY     - 1990     MONUMENTED       WA-011
 RD4295  HISTORY     - 20040311 MARK NOT FOUND   USPSQD
 RD4295
 RD4295                          STATION DESCRIPTION
 RD4295
 RD4295'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4295'IN TOP OF WEST CURB OF N.E. 117TH AVE (SR-503),1.3 MILES NORTH OF
 RD4295'INTERSECTION OF SR-500, FOURTH PLAIN ROAD, AND SR-503, 279 FT
 RD4295'(85.0 M) NORTH OF CENTERLINE OF N.E. 87TH STREET, 45.5 FT (13.9 M)
 RD4295'NORTHEAST OF POWER POLE NO. A22 3 41374SET 1 3/8 IN DIAM DOMED BRASS
 RD4295'DISK
 RD4295
 RD4295                          STATION RECOVERY (2004)
 RD4295
 RD4295'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4310 ***********************************************************************
 RD4310  DESIGNATION -  891
 RD4310  PID         -  RD4310
 RD4310  STATE/COUNTY-  WA/CLARK
 RD4310  USGS QUAD   -  ORCHARDS (1990)
 RD4310
 RD4310                         *CURRENT SURVEY CONTROL
 RD4310  ___________________________________________________________________
 RD4310* NAD 83(1986)-  45 37 41.     (N)    122 33 27.     (W)     SCALED    
 RD4310* NAVD 88     -        92.764  (meters)     304.34   (feet)  ADJUSTED  
 RD4310  ___________________________________________________________________
 RD4310  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 RD4310  DYNAMIC HT  -          92.765 (meters)     304.35  (feet)  COMP
 RD4310  MODELED GRAV-     980,617.6   (mgal)                       NAVD 88
 RD4310
 RD4310  VERT ORDER  -  SECOND    CLASS II
 RD4310
 RD4310.The horizontal coordinates were scaled from a topographic map and have
 RD4310.an estimated accuracy of +/- 6 seconds.
 RD4310
 RD4310.The orthometric height was determined by differential leveling
 RD4310.and adjusted by the National Geodetic Survey in April 1995..
 RD4310
 RD4310.The geoid height was determined by GEOID03.
 RD4310
 RD4310.The dynamic height is computed by dividing the NAVD 88
 RD4310.geopotential number by the normal gravity value computed on the
 RD4310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4310.degrees latitude (g = 980.6199 gals.).
 RD4310
 RD4310.The modeled gravity was interpolated from observed gravity values.
 RD4310
 RD4310;                    North         East    Units  Estimated Accuracy
 RD4310;SPC WA S     -    34,850.      339,560.      MT  (+/- 180 meters Scaled)
 RD4310
 RD4310                          SUPERSEDED SURVEY CONTROL
 RD4310
 RD4310  NGVD 29 (03/17/92)   91.716  (m)          300.90   (f) ADJUSTED    2 2
 RD4310
 RD4310.Superseded values are not recommended for survey control.
 RD4310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4310.See file dsdata.txt to determine how the superseded data were derived.
 RD4310
 RD4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER344528(NAD 83)
 RD4310_MARKER: DB = BENCH MARK DISK
 RD4310_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4310_SP_SET: TOP OF CURB
 RD4310_STAMPING: 891  1990
 RD4310_MARK LOGO: WA-011
 RD4310_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4310+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 RD4310
 RD4310  HISTORY     - Date     Condition        Report By
 RD4310  HISTORY     - 1990     MONUMENTED       WA-011
 RD4310  HISTORY     - 20040311 GOOD             USPSQD
 RD4310  HISTORY     - 20050510 GOOD             USPSQD
 RD4310  HISTORY     - 20060607 GOOD             USPSQD
 RD4310  HISTORY     - 20060612 GOOD             USPSQD
 RD4310
 RD4310                          STATION DESCRIPTION
 RD4310
 RD4310'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4310'IN TOP OF EAST CURB OF N.E. 112TH AVE.,0.6 MILES NORTH OF INTERSECTION
 RD4310'WITH S.E. MILL PLAIN ROAD, IN SOUTHEAST QUADRANT OF INTERSECTION WITH
 RD4310'N.E. 9TH STREET, 38.4 FT (11.7 M) SOUTH OF CENTERLINE OF 9TH STREET,
 RD4310'10.0 FT (3.0 M) NORTHWEST OF POWER POLE NO. 14266, 15.3 FT (4.7 M)
 RD4310'SOUTHWEST OF LUMINAIRE/SIGNALPOLESET 2 IN DIAM DOMED BRASS DISK
 RD4310
 RD4310                          STATION RECOVERY (2004)
 RD4310
 RD4310'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4310'RECOVERED IN GOOD CONDITION.
 RD4310
 RD4310                          STATION RECOVERY (2005)
 RD4310
 RD4310'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4310'RECOVERED IN GOOD CONDITION.
 RD4310
 RD4310                          STATION RECOVERY (2006)
 RD4310
 RD4310'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4310'RECOVERED IN GOOD CONDITION.
 RD4310
 RD4310                          STATION RECOVERY (2006)
 RD4310
 RD4310'RECOVERY NOTE BY US POWER SQUADRON 2006 (PS)
 RD4310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0212 ***********************************************************************
 SA0212  DESIGNATION -  892
 SA0212  PID         -  SA0212
 SA0212  STATE/COUNTY-  WA/WALLA WALLA
 SA0212  USGS QUAD   -  HARSHA (1976)
 SA0212
 SA0212                         *CURRENT SURVEY CONTROL
 SA0212  ___________________________________________________________________
 SA0212* NAD 83(1986)-  46 17 14.     (N)    118 28 59.     (W)     SCALED    
 SA0212* NAVD 88     -       272.753  (meters)     894.86   (feet)  ADJUSTED  
 SA0212  ___________________________________________________________________
 SA0212  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SA0212  DYNAMIC HT  -         272.749 (meters)     894.84  (feet)  COMP
 SA0212  MODELED GRAV-     980,592.1   (mgal)                       NAVD 88
 SA0212
 SA0212  VERT ORDER  -  SECOND    CLASS 0
 SA0212
 SA0212.The horizontal coordinates were scaled from a topographic map and have
 SA0212.an estimated accuracy of +/- 6 seconds.
 SA0212
 SA0212.The orthometric height was determined by differential leveling
 SA0212.and adjusted by the National Geodetic Survey in June 1991..
 SA0212.WARNING-Repeat measurements at this control monument indicate possible
 SA0212.vertical movement.
 SA0212
 SA0212.The geoid height was determined by GEOID03.
 SA0212
 SA0212.The dynamic height is computed by dividing the NAVD 88
 SA0212.geopotential number by the normal gravity value computed on the
 SA0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0212.degrees latitude (g = 980.6199 gals.).
 SA0212
 SA0212.The modeled gravity was interpolated from observed gravity values.
 SA0212
 SA0212;                    North         East    Units  Estimated Accuracy
 SA0212;SPC WA S     -   108,010.      655,400.      MT  (+/- 180 meters Scaled)
 SA0212
 SA0212                          SUPERSEDED SURVEY CONTROL
 SA0212
 SA0212  NGVD 29 (??/??/92)  271.776  (m)          891.65   (f) ADJ UNCH    2 0
 SA0212
 SA0212.Superseded values are not recommended for survey control.
 SA0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0212.See file dsdata.txt to determine how the superseded data were derived.
 SA0212
 SA0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM857270(NAD 83)
 SA0212_MARKER: DD = SURVEY DISK
 SA0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0212_SP_SET: ABUTMENT
 SA0212_STAMPING: 892 WASH 1915
 SA0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0212
 SA0212  HISTORY     - Date     Condition        Report By
 SA0212  HISTORY     - 1915     MONUMENTED       USGS
 SA0212  HISTORY     - 1952     GOOD             NGS
 SA0212  HISTORY     - 1983     GOOD             NGS
 SA0212  HISTORY     - 20031122 MARK NOT FOUND   GEOCAC
 SA0212
 SA0212                          STATION DESCRIPTION
 SA0212
 SA0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SA0212'8.4 MI W FROM PRESCOTT.
 SA0212'1.3 MILES WEST ALONG STATE HIGHWAY 3 E FROM THE POST OFFICE AT
 SA0212'PRESCOTT, THENCE 6.3 MILES WEST ALONG STATE HIGHWAY 3 D, THENCE 0.1
 SA0212'MILE CROSS COUNTRY TO THE TOUCHET RIVER, THENCE 0.7 MILE WEST ALONG
 SA0212'THE BANK OF THE RIVER TO THE NORTHERN PACIFIC RAILWAY BRIDGE NO. 40.1,
 SA0212'7.4 MILES EAST OF EUREKA, IN THE TOP OF THE WEST CONCRETE ABUTMENT OF
 SA0212'THE BRIDGE, 1.3 FEET WEST OF THE EAST EDGE, AND 1.0 FOOT SOUTH OF THE
 SA0212'NORTH EDGE.
 SA0212
 SA0212                          STATION RECOVERY (1983)
 SA0212
 SA0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SA0212'11.91 KM (7.4 MI) EAST ALONG STATE HIGHWAY 124 FROM THE RAILROAD
 SA0212'CROSSING IN EUREKA TO THE RAILROAD BRIDGE 0.08 KM (0.05 MI) SOUTH OF
 SA0212'THE HIGHWAY SET IN THE WEST ABUTMENT , 0.4 M (1.3 FT) WEST OF THE
 SA0212'EAST EDGE AND 0.3 M (1 FT) SOUTH OF THE NORTH EDGE.
 SA0212
 SA0212                          STATION RECOVERY (2003)
 SA0212
 SA0212'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0212'MARKER MISSING. RR BRIDGE AND TRACKS HAVE BEEN REMOVED. DRILL HOLE
 SA0212'PRESENT IN REMAINING CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1422 ***********************************************************************
 SA1422  DESIGNATION -  897
 SA1422  PID         -  SA1422
 SA1422  STATE/COUNTY-  WA/BENTON
 SA1422  USGS QUAD   -  PROSSER SE (1965)
 SA1422
 SA1422                         *CURRENT SURVEY CONTROL
 SA1422  ___________________________________________________________________
 SA1422* NAD 83(1986)-  46 00 40.     (N)    119 52 00.     (W)     SCALED    
 SA1422* NAVD 88     -       274.793  (meters)     901.55   (feet)  ADJUSTED  
 SA1422  ___________________________________________________________________
 SA1422  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SA1422  DYNAMIC HT  -         274.791 (meters)     901.54  (feet)  COMP
 SA1422  MODELED GRAV-     980,600.9   (mgal)                       NAVD 88
 SA1422
 SA1422  VERT ORDER  -  SECOND    CLASS 0
 SA1422
 SA1422.The horizontal coordinates were scaled from a topographic map and have
 SA1422.an estimated accuracy of +/- 6 seconds.
 SA1422
 SA1422.The orthometric height was determined by differential leveling
 SA1422.and adjusted by the National Geodetic Survey in June 1991..
 SA1422
 SA1422.The geoid height was determined by GEOID03.
 SA1422
 SA1422.The dynamic height is computed by dividing the NAVD 88
 SA1422.geopotential number by the normal gravity value computed on the
 SA1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1422.degrees latitude (g = 980.6199 gals.).
 SA1422
 SA1422.The modeled gravity was interpolated from observed gravity values.
 SA1422
 SA1422;                    North         East    Units  Estimated Accuracy
 SA1422;SPC WA S     -    75,530.      549,050.      MT  (+/- 180 meters Scaled)
 SA1422
 SA1422                          SUPERSEDED SURVEY CONTROL
 SA1422
 SA1422  NGVD 29 (??/??/92)  273.763  (m)          898.17   (f) ADJ UNCH    2 0
 SA1422
 SA1422.Superseded values are not recommended for survey control.
 SA1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1422.See file dsdata.txt to determine how the superseded data were derived.
 SA1422
 SA1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL780992(NAD 83)
 SA1422_MARKER: P = PIPE CAP
 SA1422_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1422_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1422_STAMPING: 897
 SA1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1422
 SA1422  HISTORY     - Date     Condition        Report By
 SA1422  HISTORY     - UNK      MONUMENTED       USGS
 SA1422  HISTORY     - 1950     GOOD             NGS
 SA1422
 SA1422                          STATION DESCRIPTION
 SA1422
 SA1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SA1422'16.2 MI NE FROM ALDERDALE.
 SA1422'ABOUT 14.1 MILES NORTH ALONG THE ALDERDALE-MABTON ROAD FROM THE POST
 SA1422'OFFICE AT ALDERDALE, THENCE 2.1 MILES EAST ALONG A GRADED COUNTY ROAD,
 SA1422'19.0 MILES SOUTHWEST OF PROSSER, AT THE KLICKITAT-BENTON COUNTY LINE,
 SA1422'0.35 MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 41.0 FEET
 SA1422'EAST OF A FENCE AND THE COUNTY LINE, 28.0 FEET NORTH OF THE CENTER
 SA1422'LINE OF THE ROAD, 2.4 FEET WEST OF A WITNESS POST, 2.0 FEET HIGHER
 SA1422'THAN THE ROAD, AND RIVETED ON TOP OF AN IRON PIPE PROJECTING 5 INCHES
 SA1422'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0728 ***********************************************************************
 SA0728  DESIGNATION -  898 USGS
 SA0728  PID         -  SA0728
 SA0728  STATE/COUNTY-  WA/ADAMS
 SA0728  USGS QUAD   -  TAUNTON (1986)
 SA0728
 SA0728                         *CURRENT SURVEY CONTROL
 SA0728  ___________________________________________________________________
 SA0728* NAD 83(1986)-  46 48 28.     (N)    119 17 42.     (W)     SCALED    
 SA0728* NAVD 88     -       274.589  (meters)     900.88   (feet)  ADJUSTED  
 SA0728  ___________________________________________________________________
 SA0728  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 SA0728  DYNAMIC HT  -         274.607 (meters)     900.94  (feet)  COMP
 SA0728  MODELED GRAV-     980,674.7   (mgal)                       NAVD 88
 SA0728
 SA0728  VERT ORDER  -  SECOND    CLASS 0
 SA0728
 SA0728.The horizontal coordinates were scaled from a topographic map and have
 SA0728.an estimated accuracy of +/- 6 seconds.
 SA0728
 SA0728.The orthometric height was determined by differential leveling
 SA0728.and adjusted by the National Geodetic Survey in June 1991..
 SA0728.WARNING-Repeat measurements at this control monument indicate possible
 SA0728.vertical movement.
 SA0728
 SA0728.The geoid height was determined by GEOID03.
 SA0728
 SA0728.The dynamic height is computed by dividing the NAVD 88
 SA0728.geopotential number by the normal gravity value computed on the
 SA0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0728.degrees latitude (g = 980.6199 gals.).
 SA0728
 SA0728.The modeled gravity was interpolated from observed gravity values.
 SA0728
 SA0728;                    North         East    Units  Estimated Accuracy
 SA0728;SPC WA S     -   164,590.      591,970.      MT  (+/- 180 meters Scaled)
 SA0728
 SA0728                          SUPERSEDED SURVEY CONTROL
 SA0728
 SA0728  NGVD 29 (??/??/92)  273.477  (m)          897.23   (f) ADJ UNCH    2 0
 SA0728
 SA0728.Superseded values are not recommended for survey control.
 SA0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0728.See file dsdata.txt to determine how the superseded data were derived.
 SA0728
 SA0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM248863(NAD 83)
 SA0728_MARKER: DD = SURVEY DISK
 SA0728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0728_SP_SET: CONCRETE BASE
 SA0728_STAMPING: 898 1916
 SA0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0728
 SA0728  HISTORY     - Date     Condition        Report By
 SA0728  HISTORY     - 1916     MONUMENTED       USGS
 SA0728  HISTORY     - 1944     GOOD             NGS
 SA0728  HISTORY     - 1983     MARK NOT FOUND   USGS
 SA0728
 SA0728                          STATION DESCRIPTION
 SA0728
 SA0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SA0728'7.1 MI SW FROM OTHELLO.
 SA0728'7.1 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SA0728'RAILROAD FROM THE STATION AT OTHELLO, 1.3 MILES WEST OF THE STATION
 SA0728'SIGNBOARD AT ANSON, 32-1/2 RAILS EAST OF MILEPOST 1995, AT SEMAPHORE
 SA0728'110.7, IN THE CENTER OF THE NORTH SIDE OF THE CONCRETE BASE, 7 INCHES
 SA0728'BELOW THE TOP OF THE BLOCK, AND 9 FEET NORTH OF THE TRACK. A U.S.
 SA0728'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 898 1916 AND SET VERTICALLY.
 SA0728
 SA0728                          STATION RECOVERY (1983)
 SA0728
 SA0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 SA0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0102 ***********************************************************************
 TR0102  DESIGNATION -  9
 TR0102  PID         -  TR0102
 TR0102  STATE/COUNTY-  WA/SKAGIT
 TR0102  USGS QUAD   -  MOUNT VERNON (1981)
 TR0102
 TR0102                         *CURRENT SURVEY CONTROL
 TR0102  ___________________________________________________________________
 TR0102* NAD 83(1986)-  48 23 04.     (N)    122 20 18.     (W)     SCALED    
 TR0102* NAVD 88     -         3.919  (meters)      12.86   (feet)  POSTED    
 TR0102  ___________________________________________________________________
 TR0102  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 TR0102  DYNAMIC HT  -           3.920 (meters)      12.86  (feet)  COMP
 TR0102  MODELED GRAV-     980,841.6   (mgal)                       NAVD 88
 TR0102
 TR0102  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TR0102
 TR0102.The horizontal coordinates were scaled from a topographic map and have
 TR0102.an estimated accuracy of +/- 6 seconds.
 TR0102
 TR0102.The orthometric height was determined by differential leveling
 TR0102.and adjusted by the National Geodetic Survey in 1992..
 TR0102.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TR0102.rate of 0.0 thru 1.0 mm/km.
 TR0102
 TR0102.The geoid height was determined by GEOID03.
 TR0102
 TR0102.The dynamic height is computed by dividing the NAVD 88
 TR0102.geopotential number by the normal gravity value computed on the
 TR0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0102.degrees latitude (g = 980.6199 gals.).
 TR0102
 TR0102.The modeled gravity was interpolated from observed gravity values.
 TR0102
 TR0102;                    North         East    Units  Estimated Accuracy
 TR0102;SPC WA N     -   155,020.      388,540.      MT  (+/- 180 meters Scaled)
 TR0102
 TR0102                          SUPERSEDED SURVEY CONTROL
 TR0102
 TR0102.No superseded survey control is available for this station.
 TR0102
 TR0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU489592(NAD 83)
 TR0102_MARKER: P = PIPE CAP
 TR0102_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TR0102_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TR0102_STAMPING: 9 WASH. 1909 9.127 FT
 TR0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0102
 TR0102  HISTORY     - Date     Condition        Report By
 TR0102  HISTORY     - 1909     MONUMENTED       USGS
 TR0102  HISTORY     - 1935     POOR             NGS
 TR0102  HISTORY     - 1952     MARK NOT FOUND   NGS
 TR0102
 TR0102                          STATION DESCRIPTION
 TR0102
 TR0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TR0102'IN MT VERNON.
 TR0102'ABOUT 2-1/4 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TR0102'STATION AT MT.VERNON SKAGIT COUNTY, 75 FEET WEST ALONG A COUNTY ROAD
 TR0102'FROM THE CENTER OF A RAILROAD CROSSING, 16 FEET SOUTH OF THE CENTER OF
 TR0102'THE COUNTY ROAD, AND AT A RIGHT OF WAY FENCE LINE.  A UNITED STATES
 TR0102'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 9 WASH. 1909, AND RIVETED ON
 TR0102'THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 15 INCHES ABOVE THE
 TR0102'GROUND WHICH IS 4 FEET BELOW THE LEVEL OF THE ROAD AND 9 FEET BELOW
 TR0102'THE LEVEL OF THE TRACK.  STAMPED 9.127 FT.
 TR0102
 TR0102                          STATION RECOVERY (1952)
 TR0102
 TR0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0437 ***********************************************************************
 TR0437  DESIGNATION -  9
 TR0437  PID         -  TR0437
 TR0437  STATE/COUNTY-  WA/ISLAND
 TR0437  USGS QUAD   -  OAK HARBOR (1973)
 TR0437
 TR0437                         *CURRENT SURVEY CONTROL
 TR0437  ___________________________________________________________________
 TR0437* NAD 83(1986)-  48 17 02.     (N)    122 37 40.     (W)     SCALED    
 TR0437* NAVD 88     -         5.670  (meters)      18.60   (feet)  ADJUSTED  
 TR0437  ___________________________________________________________________
 TR0437  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 TR0437  DYNAMIC HT  -           5.671 (meters)      18.61  (feet)  COMP
 TR0437  MODELED GRAV-     980,838.7   (mgal)                       NAVD 88
 TR0437
 TR0437  VERT ORDER  -  FIRST     CLASS II
 TR0437
 TR0437.This mark is at Oak Harbor Air Park  (76S)
 TR0437
 TR0437.The horizontal coordinates were scaled from a topographic map and have
 TR0437.an estimated accuracy of +/- 6 seconds.
 TR0437
 TR0437.The orthometric height was determined by differential leveling
 TR0437.and adjusted by the National Geodetic Survey in June 1991..
 TR0437
 TR0437.The geoid height was determined by GEOID03.
 TR0437
 TR0437.The dynamic height is computed by dividing the NAVD 88
 TR0437.geopotential number by the normal gravity value computed on the
 TR0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0437.degrees latitude (g = 980.6199 gals.).
 TR0437
 TR0437.The modeled gravity was interpolated from observed gravity values.
 TR0437
 TR0437;                    North         East    Units  Estimated Accuracy
 TR0437;SPC WA N     -   144,300.      366,840.      MT  (+/- 180 meters Scaled)
 TR0437
 TR0437                          SUPERSEDED SURVEY CONTROL
 TR0437
 TR0437  NGVD 29 (??/??/92)    4.526  (m)           14.85   (f) ADJ UNCH    1 2
 TR0437
 TR0437.Superseded values are not recommended for survey control.
 TR0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0437.See file dsdata.txt to determine how the superseded data were derived.
 TR0437
 TR0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU276479(NAD 83)
 TR0437_MARKER: DD = SURVEY DISK
 TR0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0437_STAMPING: 9
 TR0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0437+STABILITY: SURFACE MOTION
 TR0437
 TR0437  HISTORY     - Date     Condition        Report By
 TR0437  HISTORY     - UNK      MONUMENTED       DOD
 TR0437  HISTORY     - 1952     GOOD             NGS
 TR0437
 TR0437                          STATION DESCRIPTION
 TR0437
 TR0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0437'1.15 MI E FROM OAK HARBOR.
 TR0437'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0437'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0437'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.2 MILE SOUTH
 TR0437'ALONG CORAL SEA AVENUE, AT THE INTERSECTION OF TULAGI AVENUE, 86.4
 TR0437'FEET EAST OF THE SOUTHEAST CORNER OF BUILDING 20, 65.8 FEET NORTHEAST
 TR0437'OF THE NORTHEAST CORNER OF BUILDING 21, 51.1 FEET NORTHWEST OF THE
 TR0437'NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR FUEL PUMP 314, FLUSH
 TR0437'WITH AND AT THE CENTER OF THE INTERSECTION OF THE AVENUES, AND SET IN
 TR0437'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0327 ***********************************************************************
 SY0327  DESIGNATION -  9 A 1 C OF S
 SY0327  PID         -  SY0327
 SY0327  STATE/COUNTY-  WA/KING
 SY0327  USGS QUAD   -  
 SY0327
 SY0327                         *CURRENT SURVEY CONTROL
 SY0327  ___________________________________________________________________
 SY0327* NAD 83(1986)-  47 43 10.     (N)    122 20 41.     (W)     SCALED    
 SY0327* NAVD 88     -       127.260  (meters)     417.52   (feet)  ADJUSTED  
 SY0327  ___________________________________________________________________
 SY0327  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY0327  DYNAMIC HT  -         127.275 (meters)     417.57  (feet)  COMP
 SY0327  MODELED GRAV-     980,727.3   (mgal)                       NAVD 88
 SY0327
 SY0327  VERT ORDER  -  FIRST     CLASS I
 SY0327
 SY0327.The horizontal coordinates were scaled from a topographic map and have
 SY0327.an estimated accuracy of +/- 6 seconds.
 SY0327
 SY0327.The orthometric height was determined by differential leveling
 SY0327.and adjusted by the National Geodetic Survey in June 1991..
 SY0327
 SY0327.The geoid height was determined by GEOID03.
 SY0327
 SY0327.The dynamic height is computed by dividing the NAVD 88
 SY0327.geopotential number by the normal gravity value computed on the
 SY0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0327.degrees latitude (g = 980.6199 gals.).
 SY0327
 SY0327.The modeled gravity was interpolated from observed gravity values.
 SY0327
 SY0327;                    North         East    Units  Estimated Accuracy
 SY0327;SPC WA N     -    81,100.      386,610.      MT  (+/- 180 meters Scaled)
 SY0327
 SY0327                          SUPERSEDED SURVEY CONTROL
 SY0327
 SY0327  NGVD 29 (??/??/??)  126.168  (m)          413.94   (f) ADJUSTED    1 1
 SY0327
 SY0327.Superseded values are not recommended for survey control.
 SY0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0327.See file dsdata.txt to determine how the superseded data were derived.
 SY0327
 SY0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET491853(NAD 83)
 SY0327_MARKER: Z = SEE DESCRIPTION
 SY0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0327+STABILITY: SURFACE MOTION
 SY0327
 SY0327  HISTORY     - Date     Condition        Report By
 SY0327  HISTORY     - UNK      MONUMENTED       WA1960
 SY0327  HISTORY     - 1973     GOOD             NGS
 SY0327  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY0327
 SY0327                          STATION DESCRIPTION
 SY0327
 SY0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0327'IN SEATTLE.
 SY0327'AT SEATTLE, AT THE INTERSECTION OF THE CENTERLINE OF N 125TH STREET
 SY0327'AND AURORA AVENUE N (STATE HIGHWAY 99), A COPPER PLUG SET IN THE TOP
 SY0327'OF A CONCRETE POST 0.4 FT UNDERGROUND. ACCESS TO THE MARK IS THROUGH
 SY0327'A MANHOLE COVER MARKED CM.  1/4, SEC 19 & 30, T 26N, R 4E.
 SY0327
 SY0327                          STATION RECOVERY (2001)
 SY0327
 SY0327'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0429 ***********************************************************************
 SY0429  DESIGNATION -  9 A 2 WAGS
 SY0429  PID         -  SY0429
 SY0429  STATE/COUNTY-  WA/KING
 SY0429  USGS QUAD   -  
 SY0429
 SY0429                         *CURRENT SURVEY CONTROL
 SY0429  ___________________________________________________________________
 SY0429* NAD 83(1986)-  47 43 19.     (N)    122 20 04.     (W)     SCALED    
 SY0429* NAVD 88     -       123.259  (meters)     404.39   (feet)  ADJUSTED  
 SY0429  ___________________________________________________________________
 SY0429  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 SY0429  DYNAMIC HT  -         123.274 (meters)     404.44  (feet)  COMP
 SY0429  MODELED GRAV-     980,727.9   (mgal)                       NAVD 88
 SY0429
 SY0429  VERT ORDER  -  FIRST     CLASS I
 SY0429
 SY0429.The horizontal coordinates were scaled from a topographic map and have
 SY0429.an estimated accuracy of +/- 6 seconds.
 SY0429
 SY0429.The orthometric height was determined by differential leveling
 SY0429.and adjusted by the National Geodetic Survey in June 1991..
 SY0429
 SY0429.The geoid height was determined by GEOID03.
 SY0429
 SY0429.The dynamic height is computed by dividing the NAVD 88
 SY0429.geopotential number by the normal gravity value computed on the
 SY0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0429.degrees latitude (g = 980.6199 gals.).
 SY0429
 SY0429.The modeled gravity was interpolated from observed gravity values.
 SY0429
 SY0429;                    North         East    Units  Estimated Accuracy
 SY0429;SPC WA N     -    81,370.      387,390.      MT  (+/- 180 meters Scaled)
 SY0429
 SY0429                          SUPERSEDED SURVEY CONTROL
 SY0429
 SY0429  NGVD 29 (??/??/??)  122.168  (m)          400.81   (f) ADJUSTED    1 1
 SY0429
 SY0429.Superseded values are not recommended for survey control.
 SY0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0429.See file dsdata.txt to determine how the superseded data were derived.
 SY0429
 SY0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET499856(NAD 83)
 SY0429_MARKER: DD = SURVEY DISK
 SY0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0429+STABILITY: SURFACE MOTION
 SY0429
 SY0429  HISTORY     - Date     Condition        Report By
 SY0429  HISTORY     - UNK      MONUMENTED       WAGS
 SY0429  HISTORY     - 1973     GOOD             NGS
 SY0429  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY0429
 SY0429                          STATION DESCRIPTION
 SY0429
 SY0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0429'IN SEATTLE.
 SY0429'0.45 MILE EAST OF THE CROSSING OF N 128TH STREET AND AURORA AVENUE N
 SY0429'(STATE HIGHWAY 99) AT THE INTERSECTION OF MERIDIAN AVENUE N AND N
 SY0429'128TH STREET, 86 1/2 FEET WEST OF THE CENTERLINE OF THE AVENUE, 12.2
 SY0429'FEET NORTH OF THE NORTH EDGE OF THE PAVEMENT OF THE STREET, 14 FEET
 SY0429'EAST OF POWER POLE 17-10, 69 FEET SOUTH OF THE SOUTHWEST CORNER OF
 SY0429'1768 N 128TH STREET, ABOUT LEVEL WITH THE STREET, SET IN A CONCRETE
 SY0429'POST ABOUT 0.2 FOOT UNDERGROUND.  1/4, SEC 19, T26N, R 4E.
 SY0429
 SY0429                          STATION RECOVERY (1983)
 SY0429
 SY0429'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0427 ***********************************************************************
 SY0427  DESIGNATION -  9 A 3 WAGS
 SY0427  PID         -  SY0427
 SY0427  STATE/COUNTY-  WA/KING
 SY0427  USGS QUAD   -  
 SY0427
 SY0427                         *CURRENT SURVEY CONTROL
 SY0427  ___________________________________________________________________
 SY0427* NAD 83(1986)-  47 43 10.     (N)    122 19 24.     (W)     SCALED    
 SY0427* NAVD 88     -       119.677  (meters)     392.64   (feet)  ADJUSTED  
 SY0427  ___________________________________________________________________
 SY0427  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY0427  DYNAMIC HT  -         119.691 (meters)     392.69  (feet)  COMP
 SY0427  MODELED GRAV-     980,729.1   (mgal)                       NAVD 88
 SY0427
 SY0427  VERT ORDER  -  FIRST     CLASS II
 SY0427
 SY0427.The horizontal coordinates were scaled from a topographic map and have
 SY0427.an estimated accuracy of +/- 6 seconds.
 SY0427
 SY0427.The orthometric height was determined by differential leveling
 SY0427.and adjusted by the National Geodetic Survey in June 1991..
 SY0427
 SY0427.The geoid height was determined by GEOID03.
 SY0427
 SY0427.The dynamic height is computed by dividing the NAVD 88
 SY0427.geopotential number by the normal gravity value computed on the
 SY0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0427.degrees latitude (g = 980.6199 gals.).
 SY0427
 SY0427.The modeled gravity was interpolated from observed gravity values.
 SY0427
 SY0427;                    North         East    Units  Estimated Accuracy
 SY0427;SPC WA N     -    81,070.      388,220.      MT  (+/- 180 meters Scaled)
 SY0427
 SY0427                          SUPERSEDED SURVEY CONTROL
 SY0427
 SY0427  NGVD 29 (??/??/??)  118.564  (m)          388.99   (f) ADJUSTED    1 2
 SY0427
 SY0427.Superseded values are not recommended for survey control.
 SY0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0427.See file dsdata.txt to determine how the superseded data were derived.
 SY0427
 SY0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET507853(NAD 83)
 SY0427_MARKER: Z = SEE DESCRIPTION
 SY0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0427+STABILITY: SURFACE MOTION
 SY0427
 SY0427  HISTORY     - Date     Condition        Report By
 SY0427  HISTORY     - UNK      MONUMENTED       WAGS
 SY0427  HISTORY     - 1947     GOOD             CGS
 SY0427  HISTORY     - 1965     POOR             CGS
 SY0427
 SY0427                          STATION DESCRIPTION
 SY0427
 SY0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0427'1.1 MI W FROM LAKE CITY.
 SY0427'1.1 MILES WEST ALONG E. 125TH. STREET FROM THE GRAMMAR SCHOOL AT LAKE
 SY0427'CITY, AT AN INTERSECTION OF E. 125TH. STREET AND 5TH. AVENUE N.E., 66
 SY0427'FEET WEST OF THE WEST EDGE OF THE 5TH. AVENUE N.E. PAVEMENT, 18.0 FEET
 SY0427'SOUTH OF THE SOUTH EDGE OF THE E. 125TH. STREET PAVEMENT, A COPPER
 SY0427'PLUG SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SY0427
 SY0427                          STATION RECOVERY (1965)
 SY0427
 SY0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0427'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0420 ***********************************************************************
 SY0420  DESIGNATION -  9 A 5 WAGS
 SY0420  PID         -  SY0420
 SY0420  STATE/COUNTY-  WA/KING
 SY0420  USGS QUAD   -  
 SY0420
 SY0420                         *CURRENT SURVEY CONTROL
 SY0420  ___________________________________________________________________
 SY0420* NAD 83(1986)-  47 43 08.     (N)    122 17 57.     (W)     SCALED    
 SY0420* NAVD 88     -        61.911  (meters)     203.12   (feet)  ADJUSTED  
 SY0420  ___________________________________________________________________
 SY0420  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SY0420  DYNAMIC HT  -          61.918 (meters)     203.14  (feet)  COMP
 SY0420  MODELED GRAV-     980,740.6   (mgal)                       NAVD 88
 SY0420
 SY0420  VERT ORDER  -  FIRST     CLASS II
 SY0420
 SY0420.The horizontal coordinates were scaled from a topographic map and have
 SY0420.an estimated accuracy of +/- 6 seconds.
 SY0420
 SY0420.The orthometric height was determined by differential leveling
 SY0420.and adjusted by the National Geodetic Survey in June 1991..
 SY0420
 SY0420.The geoid height was determined by GEOID03.
 SY0420
 SY0420.The dynamic height is computed by dividing the NAVD 88
 SY0420.geopotential number by the normal gravity value computed on the
 SY0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0420.degrees latitude (g = 980.6199 gals.).
 SY0420
 SY0420.The modeled gravity was interpolated from observed gravity values.
 SY0420
 SY0420;                    North         East    Units  Estimated Accuracy
 SY0420;SPC WA N     -    80,980.      390,030.      MT  (+/- 180 meters Scaled)
 SY0420
 SY0420                          SUPERSEDED SURVEY CONTROL
 SY0420
 SY0420  NGVD 29 (??/??/??)   60.818  (m)          199.53   (f) ADJUSTED    1 2
 SY0420
 SY0420.Superseded values are not recommended for survey control.
 SY0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0420.See file dsdata.txt to determine how the superseded data were derived.
 SY0420
 SY0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET525852(NAD 83)
 SY0420_MARKER: DD = SURVEY DISK
 SY0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0420_SP_SET: STEP
 SY0420_STAMPING: 9A5
 SY0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0420
 SY0420  HISTORY     - Date     Condition        Report By
 SY0420  HISTORY     - UNK      MONUMENTED       WAGS
 SY0420  HISTORY     - 1965     GOOD             CGS
 SY0420  HISTORY     - 1984     GOOD             USPSQD
 SY0420
 SY0420                          STATION DESCRIPTION
 SY0420
 SY0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0420'IN SEATTLE.
 SY0420'AT SEATTLE, ALONG NE 125TH STREET BETWEEN 26TH AND 27TH AVENUES NE, IN
 SY0420'THE TOP OF THE TOP STEP OF THE NORTH (MAIN) ENTRANCE TO LAKE CITY
 SY0420'SCHOOL, 2.8 FEET WEST OF THE CENTER OF THE ENTRANCE, 0.3 FOOT EAST OF
 SY0420'THE WEST COLUMN, AND ABOUT 2 FEET HIGHER THAN THE STREET.
 SY0420
 SY0420                          STATION RECOVERY (1984)
 SY0420
 SY0420'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0419 ***********************************************************************
 SY0419  DESIGNATION -  9 A 6 WAGS
 SY0419  PID         -  SY0419
 SY0419  STATE/COUNTY-  WA/KING
 SY0419  USGS QUAD   -  
 SY0419
 SY0419                         *CURRENT SURVEY CONTROL
 SY0419  ___________________________________________________________________
 SY0419* NAD 83(1986)-  47 43 09.     (N)    122 17 12.     (W)     SCALED    
 SY0419* NAVD 88     -        80.365  (meters)     263.66   (feet)  ADJUSTED  
 SY0419  ___________________________________________________________________
 SY0419  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SY0419  DYNAMIC HT  -          80.375 (meters)     263.70  (feet)  COMP
 SY0419  MODELED GRAV-     980,744.3   (mgal)                       NAVD 88
 SY0419
 SY0419  VERT ORDER  -  FIRST     CLASS II
 SY0419
 SY0419.The horizontal coordinates were scaled from a topographic map and have
 SY0419.an estimated accuracy of +/- 6 seconds.
 SY0419
 SY0419.The orthometric height was determined by differential leveling
 SY0419.and adjusted by the National Geodetic Survey in June 1991..
 SY0419
 SY0419.The geoid height was determined by GEOID03.
 SY0419
 SY0419.The dynamic height is computed by dividing the NAVD 88
 SY0419.geopotential number by the normal gravity value computed on the
 SY0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0419.degrees latitude (g = 980.6199 gals.).
 SY0419
 SY0419.The modeled gravity was interpolated from observed gravity values.
 SY0419
 SY0419;                    North         East    Units  Estimated Accuracy
 SY0419;SPC WA N     -    80,990.      390,970.      MT  (+/- 180 meters Scaled)
 SY0419
 SY0419                          SUPERSEDED SURVEY CONTROL
 SY0419
 SY0419  NGVD 29 (??/??/??)   79.272  (m)          260.08   (f) ADJUSTED    1 2
 SY0419
 SY0419.Superseded values are not recommended for survey control.
 SY0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0419.See file dsdata.txt to determine how the superseded data were derived.
 SY0419
 SY0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET534853(NAD 83)
 SY0419_MARKER: Z = SEE DESCRIPTION
 SY0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0419+STABILITY: SURFACE MOTION
 SY0419
 SY0419  HISTORY     - Date     Condition        Report By
 SY0419  HISTORY     - UNK      MONUMENTED       WAGS
 SY0419  HISTORY     - 1965     GOOD             CGS
 SY0419  HISTORY     - 1984     GOOD             USPSQD
 SY0419
 SY0419                          STATION DESCRIPTION
 SY0419
 SY0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0419'IN SEATTLE.
 SY0419'AT SEATTLE, 0.6 MILE EAST ALONG NE 125TH STREET FROM LAKE CITY SCHOOL,
 SY0419'41.5 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF NE 125TH STREET
 SY0419'AND 39TH AVENUE NE, 20.1 FEET NORTH OF THE NORTH EDGE OF THE PAVEMENT
 SY0419'OF THE STREET, 18.9 FEET EAST OF THE EAST EDGE OF THE PAVEMENT OF THE
 SY0419'AVENUE, 12.4 FEET NORTHEAST OF THE CENTER OF THE EAST END OF A 12-INCH
 SY0419'PIPE CULVERT UNDER THE STREET, 12.6 FEET SOUTHEAST OF A FIRE HYDRANT,
 SY0419'0.2 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF A ROCK RETAINING WALL
 SY0419'FOR THE YARD OF RESIDENCE NO. 12504 39TH AVENUE NE, ABOUT LEVEL WITH
 SY0419'THE STREET, A COPPER PLUG SET IN THE TOP OF A CONCRETE POST 0.2 FT
 SY0419'UNDERGROUND.
 SY0419
 SY0419                          STATION RECOVERY (1984)
 SY0419
 SY0419'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0749 ***********************************************************************
 TP0749  DESIGNATION -  9 AA
 TP0749  PID         -  TP0749
 TP0749  STATE/COUNTY-  WA/OKANOGAN
 TP0749  USGS QUAD   -  TIFFANY MOUNTAIN (1989)
 TP0749
 TP0749                         *CURRENT SURVEY CONTROL
 TP0749  ___________________________________________________________________
 TP0749* NAD 83(1986)-  48 42 48.     (N)    119 54 45.     (W)     SCALED    
 TP0749* NAVD 88     -      1942.017  (meters)    6371.43   (feet)  ADJUSTED  
 TP0749  ___________________________________________________________________
 TP0749  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 TP0749  DYNAMIC HT  -        1941.811 (meters)    6370.76  (feet)  COMP
 TP0749  MODELED GRAV-     980,433.6   (mgal)                       NAVD 88
 TP0749
 TP0749  VERT ORDER  -  SECOND    CLASS 0
 TP0749
 TP0749.The horizontal coordinates were scaled from a topographic map and have
 TP0749.an estimated accuracy of +/- 6 seconds.
 TP0749
 TP0749.The orthometric height was determined by differential leveling
 TP0749.and adjusted by the National Geodetic Survey in June 1991..
 TP0749
 TP0749.The geoid height was determined by GEOID03.
 TP0749
 TP0749.The dynamic height is computed by dividing the NAVD 88
 TP0749.geopotential number by the normal gravity value computed on the
 TP0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0749.degrees latitude (g = 980.6199 gals.).
 TP0749
 TP0749.The modeled gravity was interpolated from observed gravity values.
 TP0749
 TP0749;                    North         East    Units  Estimated Accuracy
 TP0749;SPC WA N     -   190,910.      567,760.      MT  (+/- 180 meters Scaled)
 TP0749
 TP0749                          SUPERSEDED SURVEY CONTROL
 TP0749
 TP0749  NGVD 29 (??/??/92) 1940.492  (m)         6366.43   (f) ADJ UNCH    2 0
 TP0749
 TP0749.Superseded values are not recommended for survey control.
 TP0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0749.See file dsdata.txt to determine how the superseded data were derived.
 TP0749
 TP0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP857996(NAD 83)
 TP0749_MARKER: DD = SURVEY DISK
 TP0749_SETTING: 66 = SET IN ROCK OUTCROP
 TP0749_SP_SET: GRANITE OUTCROP
 TP0749_STAMPING: 9 AA 6366 1954
 TP0749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0749+STABILITY: POSITION/ELEVATION WELL
 TP0749
 TP0749  HISTORY     - Date     Condition        Report By
 TP0749  HISTORY     - 1954     MONUMENTED       USGS
 TP0749  HISTORY     - 1959     GOOD             NGS
 TP0749
 TP0749                          STATION DESCRIPTION
 TP0749
 TP0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0749'17.0 MI NW FROM CONCONULLY.
 TP0749'17.0 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0749'CONCONULLY, 0.15 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD LEADING
 TP0749'SOUTHWEST TO WINTHROP AND A GRAVEL ROAD LEADING NORTHWEST TO LOOMIS,
 TP0749'32.3 MILES NORTHWEST OF WINTHROP, IN TOP OF A 2-BY 4-FOOT GRANITE
 TP0749'OUTCROP WHICH IS FLUSH WITH THE GROUND, 19 FEET EAST-NORTHEAST OF THE
 TP0749'CENTER LINE OF THE ROAD, 4.1 FEET SOUTHWEST OF A WITNESS POST, AND
 TP0749'ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0346 ***********************************************************************
 SX0346  DESIGNATION -  9 E
 SX0346  PID         -  SX0346
 SX0346  STATE/COUNTY-  WA/KITTITAS
 SX0346  USGS QUAD   -  COLOCKUM PASS SW (1983)
 SX0346
 SX0346                         *CURRENT SURVEY CONTROL
 SX0346  ___________________________________________________________________
 SX0346* NAD 83(1986)-  47 05 19.     (N)    120 27 08.     (W)     SCALED    
 SX0346* NAVD 88     -       665.787  (meters)    2184.34   (feet)  ADJUSTED  
 SX0346  ___________________________________________________________________
 SX0346  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 SX0346  DYNAMIC HT  -         665.778 (meters)    2184.31  (feet)  COMP
 SX0346  MODELED GRAV-     980,578.3   (mgal)                       NAVD 88
 SX0346
 SX0346  VERT ORDER  -  SECOND    CLASS 0
 SX0346
 SX0346.The horizontal coordinates were scaled from a topographic map and have
 SX0346.an estimated accuracy of +/- 6 seconds.
 SX0346
 SX0346.The orthometric height was determined by differential leveling
 SX0346.and adjusted by the National Geodetic Survey in June 1991..
 SX0346
 SX0346.The geoid height was determined by GEOID03.
 SX0346
 SX0346.The dynamic height is computed by dividing the NAVD 88
 SX0346.geopotential number by the normal gravity value computed on the
 SX0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0346.degrees latitude (g = 980.6199 gals.).
 SX0346
 SX0346.The modeled gravity was interpolated from observed gravity values.
 SX0346
 SX0346;                    North         East    Units  Estimated Accuracy
 SX0346;SPC WA S     -   195,110.      503,630.      MT  (+/- 180 meters Scaled)
 SX0346
 SX0346                          SUPERSEDED SURVEY CONTROL
 SX0346
 SX0346  NGVD 29 (??/??/92)  664.643  (m)         2180.58   (f) ADJ UNCH    2 0
 SX0346
 SX0346.Superseded values are not recommended for survey control.
 SX0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0346.See file dsdata.txt to determine how the superseded data were derived.
 SX0346
 SX0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT933181(NAD 83)
 SX0346_MARKER: DD = SURVEY DISK
 SX0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0346_STAMPING: 9 E 2181 1938
 SX0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0346+STABILITY: SURFACE MOTION
 SX0346
 SX0346  HISTORY     - Date     Condition        Report By
 SX0346  HISTORY     - 1938     MONUMENTED       USGS
 SX0346  HISTORY     - 1949     GOOD             NGS
 SX0346
 SX0346                          STATION DESCRIPTION
 SX0346
 SX0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0346'12.0 MI NE FROM ELLENSBURG.
 SX0346'8.0 MILES NORTHEAST ALONG THE COLUCKUM PASS ROAD FROM THE POST OFFICE
 SX0346'AT ELLENSBURG, THENCE 3.1 MILES NORTH ALONG FAIRVIEW ROAD, THENCE 0.9
 SX0346'MILE WEST ALONG A COUNTY ROAD, 89 FEET WEST OF THE CENTER OF THE NORTH
 SX0346'END OF A 2-FOOT WOODEN CULVERT, 46 FEET EAST OF TELEPHONE POLE
 SX0346'P-D-G-24, 34 FEET EAST OF THE CENTER OF A POLE GATE ACROSS A ROAD
 SX0346'LEADING NORTH TO THE ART CARLSON RANCH, 22 FEET NORTH OF THE CENTER
 SX0346'LINE OF THE ROAD, 0.9 FOOT SOUTH OF A FENCE, 1.8 FEET WEST OF A
 SX0346'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SX0346'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0459 ***********************************************************************
 SY0459  DESIGNATION -  9 WAHC
 SY0459  PID         -  SY0459
 SY0459  STATE/COUNTY-  WA/KING
 SY0459  USGS QUAD   -  POVERTY BAY (1994)
 SY0459
 SY0459                         *CURRENT SURVEY CONTROL
 SY0459  ___________________________________________________________________
 SY0459* NAD 83(1991)-  47 34 03.04666(N)    122 19 14.24582(W)     ADJUSTED  
 SY0459* NAVD 88     -        12.569  (meters)      41.24   (feet)  ADJUSTED  
 SY0459  ___________________________________________________________________
 SY0459  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 SY0459  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SY0459  DYNAMIC HT  -          12.571 (meters)      41.24  (feet)  COMP
 SY0459  MODELED GRAV-     980,722.5   (mgal)                       NAVD 88
 SY0459
 SY0459  HORZ ORDER  -  SECOND
 SY0459  VERT ORDER  -  SECOND    CLASS 0
 SY0459
 SY0459.The horizontal coordinates were established by classical geodetic methods
 SY0459.and adjusted by the National Geodetic Survey in December 1991..
 SY0459
 SY0459.The orthometric height was determined by differential leveling
 SY0459.and adjusted by the National Geodetic Survey in June 1991..
 SY0459
 SY0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0459
 SY0459.The geoid height was determined by GEOID03.
 SY0459
 SY0459.The dynamic height is computed by dividing the NAVD 88
 SY0459.geopotential number by the normal gravity value computed on the
 SY0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0459.degrees latitude (g = 980.6199 gals.).
 SY0459
 SY0459.The modeled gravity was interpolated from observed gravity values.
 SY0459
 SY0459;                    North         East     Units Scale Factor Converg.
 SY0459;SPC WA N     -    64,178.672   388,094.260   MT  0.99998809   -1 06 26.3
 SY0459;SPC WA N     -   210,559.53  1,273,272.58   sFT  0.99998809   -1 06 26.3
 SY0459;UTM  10      - 5,268,456.516   551,100.414   MT  0.99963209   +0 30 05.2
 SY0459
 SY0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0459!SPC WA N     -   1.00000172  x   0.99998809  =   0.99998981
 SY0459!UTM  10      -   1.00000172  x   0.99963209  =   0.99963381
 SY0459
 SY0459:                Primary Azimuth Mark                     Grid Az
 SY0459:SPC WA N     -  8 WAHC                                   006 27 50.9
 SY0459:UTM  10      -  8 WAHC                                   004 51 19.4
 SY0459
 SY0459|---------------------------------------------------------------------|
 SY0459| PID    Reference Object                     Distance      Geod. Az  |
 SY0459|                                                           dddmmss.s |
 SY0459| SY0458 8 WAHC                              469.333 METERS 0052124.6 |
 SY0459| SY0461 10 WAHC                             APPROX. 1.0 KM 1880426.3 |
 SY0459|---------------------------------------------------------------------|
 SY0459
 SY0459                          SUPERSEDED SURVEY CONTROL
 SY0459
 SY0459  NAD 83(1986)-  47 34 03.04052(N)    122 19 14.25235(W) AD(       ) 2
 SY0459  NAD 27      -  47 34 03.68720(N)    122 19 09.80510(W) AD(       ) 2
 SY0459  NGVD 29 (??/??/??)   11.460  (m)           37.60   (f) ADJUSTED    2 0
 SY0459
 SY0459.Superseded values are not recommended for survey control.
 SY0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0459.See file dsdata.txt to determine how the superseded data were derived.
 SY0459
 SY0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5110068457(NAD 83)
 SY0459_MARKER: Z = SEE DESCRIPTION
 SY0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0459+STABILITY: SURFACE MOTION
 SY0459
 SY0459  HISTORY     - Date     Condition        Report By
 SY0459  HISTORY     - 1957     MONUMENTED       WAHC
 SY0459  HISTORY     - 1958     GOOD             CGS
 SY0459  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0459  HISTORY     - 1962     MARK NOT FOUND   CGS
 SY0459  HISTORY     - 1965     SEE DESCRIPTION  WAHC
 SY0459
 SY0459                          STATION DESCRIPTION
 SY0459
 SY0459'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1957 (RCM)
 SY0459'THE STATION IS LOCATED NEAR THE SOUTH SIDE OF SEATTLE, 1-1/4
 SY0459'BLOCKS EAST OF AIRPORT WAY AND 1/4 BLOCK NORTH OF DAKOTA ST.  THE
 SY0459'STATION MARK IS A STEEL PIN SET IN THE TOP OF CONCRETE POST.  IT
 SY0459'IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND HAS NO STAMPING.
 SY0459'IT IS 21 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE NUMBER 914
 SY0459'DAKOTA ST. AND 14.6 FEET SOUTHEAST OF A TELEPHONE POLE.
 SY0459'
 SY0459'TO REACH THE STATION FROM THE INTERSECTION OF AIRPORT WAY AND
 SY0459'DAKOTA ST. GO EAST ON DAKOTA STREET FOR 1-1/4 BLOCKS TO THE END
 SY0459'OF THE STREET AND HOUSE NO. 914, TURN LEFT, PASSING TO THE LEFT
 SY0459'OF THE HOUSE AND GO ABOUT 100 FEET TO THE STATION AS DESCRIBED.
 SY0459
 SY0459                          STATION RECOVERY (1958)
 SY0459
 SY0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SY0459'IN SEATTLE.
 SY0459'AT SEATTLE, KING COUNTY, ON THE SOUTH SIDE, 1 1/4 BLOCKS EAST OF
 SY0459'AIRPORT WAY, 1/4 BLOCK NORTH OF DAKOTA STREET, 21 FEET NORTH OF A
 SY0459'NORTHWEST CORNER OF A HOUSE NUMBER 914 DAKOTA STREET, AND 14.6 FEET
 SY0459'SOUTHEAST OF A TELEPHONE POLE.  A STEEL PIN SET IN THE TOP OF A
 SY0459'CONCRETE POST, 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT HAS NO
 SY0459'STAMPING.  NOTE-- THIS MARK MAY BE REACHED FROM THE INTERSECTION OF
 SY0459'AIRPORT WAY AND DAKOTA STREET-- GO EAST ON DAKOTA STREET FOR 1 1/4
 SY0459'BLOCKS TO THE END OF THE STREET AND HOUSE NO. 914, TURN LEFT, PASSING
 SY0459'TO THE LEFT OF THE HOUSE AND GO ABOUT 100 FEET TO THE STATION.
 SY0459
 SY0459                          STATION RECOVERY (1962)
 SY0459
 SY0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0459'A SEARCH WAS MADE FOR THE STATION, USING THE MEASUREMENTS GIVEN
 SY0459'IN THE DESCRIPTION, BUT NOTHING WAS FOUND.
 SY0459
 SY0459                          STATION RECOVERY (1962)
 SY0459
 SY0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SY0459'MARK NOT FOUND.
 SY0459
 SY0459                          STATION RECOVERY (1965)
 SY0459
 SY0459'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1965
 SY0459'STATION DESTROYED, EITHER REMOVED OR COVERED BY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0636 ***********************************************************************
 SA0636  DESIGNATION -  901
 SA0636  PID         -  SA0636
 SA0636  STATE/COUNTY-  WA/FRANKLIN
 SA0636  USGS QUAD   -  KAHLOTUS (1970)
 SA0636
 SA0636                         *CURRENT SURVEY CONTROL
 SA0636  ___________________________________________________________________
 SA0636* NAD 83(1986)-  46 38 34.     (N)    118 33 23.     (W)     SCALED    
 SA0636* NAVD 88     -       275.568  (meters)     904.09   (feet)  ADJUSTED  
 SA0636  ___________________________________________________________________
 SA0636  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SA0636  DYNAMIC HT  -         275.577 (meters)     904.12  (feet)  COMP
 SA0636  MODELED GRAV-     980,640.3   (mgal)                       NAVD 88
 SA0636
 SA0636  VERT ORDER  -  SECOND    CLASS 0
 SA0636
 SA0636.The horizontal coordinates were scaled from a topographic map and have
 SA0636.an estimated accuracy of +/- 6 seconds.
 SA0636
 SA0636.The orthometric height was determined by differential leveling
 SA0636.and adjusted by the National Geodetic Survey in June 1991..
 SA0636
 SA0636.The geoid height was determined by GEOID03.
 SA0636
 SA0636.The dynamic height is computed by dividing the NAVD 88
 SA0636.geopotential number by the normal gravity value computed on the
 SA0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0636.degrees latitude (g = 980.6199 gals.).
 SA0636
 SA0636.The modeled gravity was interpolated from observed gravity values.
 SA0636
 SA0636;                    North         East    Units  Estimated Accuracy
 SA0636;SPC WA S     -   147,380.      648,780.      MT  (+/- 180 meters Scaled)
 SA0636
 SA0636                          SUPERSEDED SURVEY CONTROL
 SA0636
 SA0636  NGVD 29 (??/??/92)  274.529  (m)          900.68   (f) ADJ UNCH    2 0
 SA0636
 SA0636.Superseded values are not recommended for survey control.
 SA0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0636.See file dsdata.txt to determine how the superseded data were derived.
 SA0636
 SA0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM808666(NAD 83)
 SA0636_MARKER: P = PIPE CAP
 SA0636_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0636_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0636_STAMPING: 901 WASH
 SA0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0636
 SA0636  HISTORY     - Date     Condition        Report By
 SA0636  HISTORY     - UNK      MONUMENTED       USGS
 SA0636  HISTORY     - 1968     GOOD             NGS
 SA0636
 SA0636                          STATION DESCRIPTION
 SA0636
 SA0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0636'IN KAHLOTUS.
 SA0636'AT KAHLOTUS, ABOUT 0.1 MILE SOUTHEAST OF THE ASSEMBLE OF GOD CHURCH,
 SA0636'ABOUT 0.1 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM A GRAIN
 SA0636'ELEVATOR, 9.7 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 255
 SA0636'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 260, 47 FEET EAST OF
 SA0636'THE CENTER LINE OF AN ASPHALT ROAD, 49 FEET NORTH-NORTHEAST OF A POWER
 SA0636'POLE SUPPORTING A STREET LIGHT, 56 FEET NORTH OF THE CENTER LINE OF A
 SA0636'GRAVELED ROAD EAST TO A GRAIN ELEVATOR, 0.9 FOOT WEST OF A WITNESS
 SA0636'POST, ABOUT LEVEL WITH THE ROAD, AND RIVETED ON THE TOP OF A 3
 SA0636'1/2-INCH IRON PIPE ABOUT 0.3 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0361 ***********************************************************************
 TP0361  DESIGNATION -  912.89 LOCENG
 TP0361  PID         -  TP0361
 TP0361  STATE/COUNTY-  WA/OKANOGAN
 TP0361  USGS QUAD   -  TONASKET (1981)
 TP0361
 TP0361                         *CURRENT SURVEY CONTROL
 TP0361  ___________________________________________________________________
 TP0361* NAD 83(1986)-  48 42 19.     (N)    119 26 24.     (W)     SCALED    
 TP0361* NAVD 88     -       277.775  (meters)     911.33   (feet)  ADJUSTED  
 TP0361  ___________________________________________________________________
 TP0361  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TP0361  DYNAMIC HT  -         277.825 (meters)     911.50  (feet)  COMP
 TP0361  MODELED GRAV-     980,784.7   (mgal)                       NAVD 88
 TP0361
 TP0361  VERT ORDER  -  FIRST     CLASS II
 TP0361
 TP0361.The horizontal coordinates were scaled from a topographic map and have
 TP0361.an estimated accuracy of +/- 6 seconds.
 TP0361
 TP0361.The orthometric height was determined by differential leveling
 TP0361.and adjusted by the National Geodetic Survey in June 1991..
 TP0361
 TP0361.The geoid height was determined by GEOID03.
 TP0361
 TP0361.The dynamic height is computed by dividing the NAVD 88
 TP0361.geopotential number by the normal gravity value computed on the
 TP0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0361.degrees latitude (g = 980.6199 gals.).
 TP0361
 TP0361.The modeled gravity was interpolated from observed gravity values.
 TP0361
 TP0361;                    North         East    Units  Estimated Accuracy
 TP0361;SPC WA N     -   190,530.      602,550.      MT  (+/- 180 meters Scaled)
 TP0361
 TP0361                          SUPERSEDED SURVEY CONTROL
 TP0361
 TP0361  NGVD 29 (??/??/92)  276.474  (m)          907.07   (f) ADJ UNCH    1 2
 TP0361
 TP0361.Superseded values are not recommended for survey control.
 TP0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0361.See file dsdata.txt to determine how the superseded data were derived.
 TP0361
 TP0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP204975(NAD 83)
 TP0361_MARKER: Z = SEE DESCRIPTION
 TP0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0361_SP_SET: BUILDING
 TP0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0361
 TP0361  HISTORY     - Date     Condition        Report By
 TP0361  HISTORY     - UNK      MONUMENTED       LOCENG
 TP0361  HISTORY     - 1934     GOOD             NGS
 TP0361  HISTORY     - 1981     MARK NOT FOUND   NGS
 TP0361
 TP0361                          STATION DESCRIPTION
 TP0361
 TP0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TP0361'IN TONASKET.
 TP0361'AT TONASKET, OKANOGAN COUNTY, AT THE NORTHWEST CORNER OF THE
 TP0361'INTERSECTION OF WHITCOMB AVENUE AND FOURTH STREET, AT THE A.J.
 TP0361'KENDRICK BUILDING IN 1934, AT THE SOUTH SIDE OF THE ENTRANCE ON
 TP0361'WHITCOMB AVENUE NEAREST FOURTH STREET, AND UNDER A WOODEN POST AT A
 TP0361'CORNER OF THE WINDOW.  THE TOP OF THE SOUTHEAST CORNER OF A 3/4-INCH
 TP0361'IRON BASE PLATE.
 TP0361
 TP0361                          STATION RECOVERY (1981)
 TP0361
 TP0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0361'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4271 ***********************************************************************
 RD4271  DESIGNATION -  9191
 RD4271  PID         -  RD4271
 RD4271  STATE/COUNTY-  WA/CLARK
 RD4271  USGS QUAD   -  BATTLE GROUND (1990)
 RD4271
 RD4271                         *CURRENT SURVEY CONTROL
 RD4271  ___________________________________________________________________
 RD4271* NAD 83(1986)-  45 46 48.     (N)    122 34 46.     (W)     SCALED    
 RD4271* NAVD 88     -        77.888  (meters)     255.54   (feet)  ADJUSTED  
 RD4271  ___________________________________________________________________
 RD4271  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 RD4271  DYNAMIC HT  -          77.888 (meters)     255.54  (feet)  COMP
 RD4271  MODELED GRAV-     980,620.1   (mgal)                       NAVD 88
 RD4271
 RD4271  VERT ORDER  -  SECOND    CLASS II
 RD4271
 RD4271.The horizontal coordinates were scaled from a topographic map and have
 RD4271.an estimated accuracy of +/- 6 seconds.
 RD4271
 RD4271.The orthometric height was determined by differential leveling
 RD4271.and adjusted by the National Geodetic Survey in April 1995..
 RD4271
 RD4271.The geoid height was determined by GEOID03.
 RD4271
 RD4271.The dynamic height is computed by dividing the NAVD 88
 RD4271.geopotential number by the normal gravity value computed on the
 RD4271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4271.degrees latitude (g = 980.6199 gals.).
 RD4271
 RD4271.The modeled gravity was interpolated from observed gravity values.
 RD4271
 RD4271;                    North         East    Units  Estimated Accuracy
 RD4271;SPC WA S     -    51,780.      338,300.      MT  (+/- 180 meters Scaled)
 RD4271
 RD4271                          SUPERSEDED SURVEY CONTROL
 RD4271
 RD4271  NGVD 29 (03/17/92)   76.832  (m)          252.07   (f) ADJUSTED    2 2
 RD4271
 RD4271.Superseded values are not recommended for survey control.
 RD4271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4271.See file dsdata.txt to determine how the superseded data were derived.
 RD4271
 RD4271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER326696(NAD 83)
 RD4271_MARKER: DB = BENCH MARK DISK
 RD4271_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RD4271_SP_SET: PREFAB CONC. POST IN EARTH
 RD4271_STAMPING: 9191  1989
 RD4271_MARK LOGO: WA-011
 RD4271_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4271+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 RD4271
 RD4271  HISTORY     - Date     Condition        Report By
 RD4271  HISTORY     - 1989     MONUMENTED       WA-011
 RD4271  HISTORY     - 20020323 GOOD             USPSQD
 RD4271  HISTORY     - 20050625 GOOD             USPSQD
 RD4271  HISTORY     - 20060808 GOOD             USPSQD
 RD4271  HISTORY     - 20060809 GOOD             USPSQD
 RD4271
 RD4271                          STATION DESCRIPTION
 RD4271
 RD4271'DESCRIBED BY CLARK COUNTY WASHINGTON 1989
 RD4271'NORTH OF CITY OF VANCOUVER, ALONG SR 502 (NE 219TH STREET), 2.48 KM
 RD4271'(1.54 MI) WEST OF INTERSECTION OF SR 503 AND SR 502 AT BATTLE GROUND,
 RD4271'79 FT (24.1 M) WEST OF CENTERLINE OF NE 92ND AVENUE, 37 FT (11.3 M)
 RD4271'SOUTH OF CENTERLINE OF NE 219TH STREET, 1 FT (0.3 M) NORTH OF SOUTH
 RD4271'RIGHT OF WAY FENCE, 45.5 FT (13.9 M) WEST OF WESTERLY OF TWO POWER
 RD4271'POLES IN DOUBLE-POLE STRUCTURE, 31.0 FT (9.4 M) EAST OF FENCE CORNER,
 RD4271'SET 2 INCH DOMED BRASS DISK IN IRON PIPE IN CONCRETE MONUMENT. SET
 RD4271'STEEL FENCE POST AND SIGN BY MONUMENT.
 RD4271
 RD4271                          STATION RECOVERY (2002)
 RD4271
 RD4271'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RD4271'RECOVERED IN GOOD CONDITION.
 RD4271
 RD4271                          STATION RECOVERY (2005)
 RD4271
 RD4271'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4271'RECOVERED IN GOOD CONDITION.
 RD4271
 RD4271                          STATION RECOVERY (2006)
 RD4271
 RD4271'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 RD4271'RECOVERED IN GOOD CONDITION.
 RD4271
 RD4271                          STATION RECOVERY (2006)
 RD4271
 RD4271'RECOVERY NOTE BY US POWER SQUADRON 2006
 RD4271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0800 ***********************************************************************
 SX0800  DESIGNATION -  920
 SX0800  PID         -  SX0800
 SX0800  STATE/COUNTY-  WA/KING
 SX0800  USGS QUAD   -  NORTH BEND (1993)
 SX0800
 SX0800                         *CURRENT SURVEY CONTROL
 SX0800  ___________________________________________________________________
 SX0800* NAD 83(1986)-  47 24 52.     (N)    121 47 43.     (W)     SCALED    
 SX0800* NAVD 88     -       281.593  (meters)     923.86   (feet)  ADJUSTED  
 SX0800  ___________________________________________________________________
 SX0800  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 SX0800  DYNAMIC HT  -         281.618 (meters)     923.94  (feet)  COMP
 SX0800  MODELED GRAV-     980,694.0   (mgal)                       NAVD 88
 SX0800
 SX0800  VERT ORDER  -  SECOND    CLASS 0
 SX0800
 SX0800.The horizontal coordinates were scaled from a topographic map and have
 SX0800.an estimated accuracy of +/- 6 seconds.
 SX0800
 SX0800.The orthometric height was determined by differential leveling
 SX0800.and adjusted by the National Geodetic Survey in June 1991..
 SX0800
 SX0800.The geoid height was determined by GEOID03.
 SX0800
 SX0800.The dynamic height is computed by dividing the NAVD 88
 SX0800.geopotential number by the normal gravity value computed on the
 SX0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0800.degrees latitude (g = 980.6199 gals.).
 SX0800
 SX0800.The modeled gravity was interpolated from observed gravity values.
 SX0800
 SX0800;                    North         East    Units  Estimated Accuracy
 SX0800;SPC WA N     -    46,530.      427,410.      MT  (+/- 180 meters Scaled)
 SX0800
 SX0800                          SUPERSEDED SURVEY CONTROL
 SX0800
 SX0800  NGVD 29 (??/??/92)  280.495  (m)          920.26   (f) ADJ UNCH    2 0
 SX0800
 SX0800.Superseded values are not recommended for survey control.
 SX0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0800.See file dsdata.txt to determine how the superseded data were derived.
 SX0800
 SX0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET908519(NAD 83)
 SX0800_MARKER: DD = SURVEY DISK
 SX0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0800_SP_SET: ABUTMENT
 SX0800_STAMPING: 920
 SX0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0800
 SX0800  HISTORY     - Date     Condition        Report By
 SX0800  HISTORY     - UNK      MONUMENTED       USGS
 SX0800  HISTORY     - 1954     GOOD             NGS
 SX0800  HISTORY     - 1966     GOOD             NGS
 SX0800
 SX0800                          STATION DESCRIPTION
 SX0800
 SX0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 SX0800'1.0 MI SW FROM CEDAR FALLS.
 SX0800'1.0 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SX0800'RAILROAD FROM THE STATION AT CEDAR FALLS, KING COUNTY, IN THE
 SX0800'NORTHWEST END OF THE NORTH EAST CONCRETE ABUTMENT OF A STEEL GIRDER
 SX0800'RAILROAD BRIDGE ACROSS THE CEDAR RIVER, 5 INCHES EAST FROM THE WEST
 SX0800'END OF THE TOP OF THE ABUTMENT.  A U. S. GEOLOGICAL SURVEY BRONZE DISK
 SX0800'CEMENTED IN A DRILL HOLE IN THE ABUTMENT.  NOTE-- (THE NUMBER
 SX0800'DESIGNATION GIVEN TO THIS BRIDGE IN THE PREVIOUS DESCRIPTION IS NO
 SX0800'LONGER ON THE BRIDGE).
 SX0800
 SX0800                          STATION RECOVERY (1966)
 SX0800
 SX0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SX0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0570 ***********************************************************************
 SA0570  DESIGNATION -  924 T
 SA0570  PID         -  SA0570
 SA0570  STATE/COUNTY-  WA/FRANKLIN
 SA0570  USGS QUAD   -  CONNELL (1970)
 SA0570
 SA0570                         *CURRENT SURVEY CONTROL
 SA0570  ___________________________________________________________________
 SA0570* NAD 83(1986)-  46 43 04.     (N)    118 52 02.     (W)     SCALED    
 SA0570* NAVD 88     -       282.563  (meters)     927.04   (feet)  ADJUSTED  
 SA0570  ___________________________________________________________________
 SA0570  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SA0570  DYNAMIC HT  -         282.571 (meters)     927.07  (feet)  COMP
 SA0570  MODELED GRAV-     980,633.5   (mgal)                       NAVD 88
 SA0570
 SA0570  VERT ORDER  -  FIRST     CLASS II
 SA0570
 SA0570.The horizontal coordinates were scaled from a topographic map and have
 SA0570.an estimated accuracy of +/- 6 seconds.
 SA0570
 SA0570.The orthometric height was determined by differential leveling
 SA0570.and adjusted by the National Geodetic Survey in June 1991..
 SA0570
 SA0570.The geoid height was determined by GEOID03.
 SA0570
 SA0570.The dynamic height is computed by dividing the NAVD 88
 SA0570.geopotential number by the normal gravity value computed on the
 SA0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0570.degrees latitude (g = 980.6199 gals.).
 SA0570
 SA0570.The modeled gravity was interpolated from observed gravity values.
 SA0570
 SA0570;                    North         East    Units  Estimated Accuracy
 SA0570;SPC WA S     -   155,170.      624,820.      MT  (+/- 180 meters Scaled)
 SA0570
 SA0570                          SUPERSEDED SURVEY CONTROL
 SA0570
 SA0570  NGVD 29 (??/??/92)  281.473  (m)          923.47   (f) ADJ UNCH    1 2
 SA0570
 SA0570.Superseded values are not recommended for survey control.
 SA0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0570.See file dsdata.txt to determine how the superseded data were derived.
 SA0570
 SA0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM572754(NAD 83)
 SA0570_MARKER: P = PIPE CAP
 SA0570_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0570_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0570_STAMPING: 924 T
 SA0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0570
 SA0570  HISTORY     - Date     Condition        Report By
 SA0570  HISTORY     - UNK      MONUMENTED       USGS
 SA0570  HISTORY     - 1944     GOOD             NGS
 SA0570
 SA0570                          STATION DESCRIPTION
 SA0570
 SA0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SA0570'IN EMERY.
 SA0570'AT EMERY, FRANKLIN COUNTY, ON THE NORTHERN PACIFIC RAILWAY, ABOUT
 SA0570'4-1/2 POLES SOUTHWEST OF A GRAIN ELEVATOR, ABOUT 9 RAILS NORTHEAST OF
 SA0570'DOUBLE BLOCK SIGNAL 1059, 81.6 FEET SOUTH OF THE SOUTHEAST CORNER OF
 SA0570'CONCRETE BRIDGE 105.2 OVER A ROAD, 93.6 FEET SOUTHWEST OF POLE 14 CK,
 SA0570'36.4 FEET NORTH OF ANOTHER POLE, 45.7 FEET SOUTHEAST OF THE SOUTHEAST
 SA0570'RAIL, 2.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 2 FEET NORTHEAST
 SA0570'OF A WHITE WOODEN WITNESS POST, AND ABOUT 6 INCHES LOWER THAN THE
 SA0570'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 924 T
 SA0570'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 1
 SA0570'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0377 ***********************************************************************
 TP0377  DESIGNATION -  928 T
 TP0377  PID         -  TP0377
 TP0377  STATE/COUNTY-  WA/OKANOGAN
 TP0377  USGS QUAD   -  OROVILLE (1982)
 TP0377
 TP0377                         *CURRENT SURVEY CONTROL
 TP0377  ___________________________________________________________________
 TP0377* NAD 83(1986)-  48 55 43.     (N)    119 26 03.     (W)     SCALED    
 TP0377* NAVD 88     -       281.087  (meters)     922.20   (feet)  ADJUSTED  
 TP0377  ___________________________________________________________________
 TP0377  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 TP0377  DYNAMIC HT  -         281.138 (meters)     922.37  (feet)  COMP
 TP0377  MODELED GRAV-     980,787.1   (mgal)                       NAVD 88
 TP0377
 TP0377  VERT ORDER  -  FIRST     CLASS II
 TP0377
 TP0377.The horizontal coordinates were scaled from a topographic map and have
 TP0377.an estimated accuracy of +/- 6 seconds.
 TP0377
 TP0377.The orthometric height was determined by differential leveling
 TP0377.and adjusted by the National Geodetic Survey in June 1991..
 TP0377
 TP0377.The geoid height was determined by GEOID03.
 TP0377
 TP0377.The dynamic height is computed by dividing the NAVD 88
 TP0377.geopotential number by the normal gravity value computed on the
 TP0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0377.degrees latitude (g = 980.6199 gals.).
 TP0377
 TP0377.The modeled gravity was interpolated from observed gravity values.
 TP0377
 TP0377;                    North         East    Units  Estimated Accuracy
 TP0377;SPC WA N     -   215,370.      602,520.      MT  (+/- 180 meters Scaled)
 TP0377
 TP0377                          SUPERSEDED SURVEY CONTROL
 TP0377
 TP0377  NGVD 29 (??/??/92)  279.786  (m)          917.93   (f) ADJ UNCH    1 2
 TP0377
 TP0377.Superseded values are not recommended for survey control.
 TP0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0377.See file dsdata.txt to determine how the superseded data were derived.
 TP0377
 TP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ217223(NAD 83)
 TP0377_MARKER: DD = SURVEY DISK
 TP0377_SETTING: 0 = UNSPECIFIED SETTING
 TP0377_STAMPING: 928 T
 TP0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0377
 TP0377  HISTORY     - Date     Condition        Report By
 TP0377  HISTORY     - UNK      MONUMENTED       USGS
 TP0377  HISTORY     - 1934     GOOD             NGS
 TP0377
 TP0377                          STATION DESCRIPTION
 TP0377
 TP0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TP0377'IN OROVILLE.
 TP0377'IN SOUTH PART OF OROVILLE, IN OLD SECTION OF TOWN, ABOUT 1/4 MILE
 TP0377'SOUTH OF U.S. HIWAY NO. 97, JUST NORTH OF POINT WHERE BRIDGE CROSSES
 TP0377'OKANOGAN RIVER, 40 FEET EAST OF CELLAR RUINS OF OLD OKANOGAN TRADING
 TP0377'CO. BUILDING, 45 FEET WEST OF A DIRT ROAD, ACROSS STREET FROM OKANOGAN
 TP0377'HOTEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0378 ***********************************************************************
 TP0378  DESIGNATION -  928 T USGS RESET 1946
 TP0378  PID         -  TP0378
 TP0378  STATE/COUNTY-  WA/OKANOGAN
 TP0378  USGS QUAD   -  OROVILLE (1982)
 TP0378
 TP0378                         *CURRENT SURVEY CONTROL
 TP0378  ___________________________________________________________________
 TP0378* NAD 83(1986)-  48 55 43.     (N)    119 26 03.     (W)     SCALED    
 TP0378* NAVD 88     -       281.048  (meters)     922.07   (feet)  ADJUSTED  
 TP0378  ___________________________________________________________________
 TP0378  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 TP0378  DYNAMIC HT  -         281.099 (meters)     922.24  (feet)  COMP
 TP0378  MODELED GRAV-     980,787.1   (mgal)                       NAVD 88
 TP0378
 TP0378  VERT ORDER  -  FIRST     CLASS II
 TP0378
 TP0378.The horizontal coordinates were scaled from a topographic map and have
 TP0378.an estimated accuracy of +/- 6 seconds.
 TP0378
 TP0378.The orthometric height was determined by differential leveling
 TP0378.and adjusted by the National Geodetic Survey in June 1991..
 TP0378
 TP0378.The geoid height was determined by GEOID03.
 TP0378
 TP0378.The dynamic height is computed by dividing the NAVD 88
 TP0378.geopotential number by the normal gravity value computed on the
 TP0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0378.degrees latitude (g = 980.6199 gals.).
 TP0378
 TP0378.The modeled gravity was interpolated from observed gravity values.
 TP0378
 TP0378;                    North         East    Units  Estimated Accuracy
 TP0378;SPC WA N     -   215,370.      602,520.      MT  (+/- 180 meters Scaled)
 TP0378
 TP0378                          SUPERSEDED SURVEY CONTROL
 TP0378
 TP0378  NGVD 29 (??/??/92)  279.75   (m)          917.8    (f) COMPUTED    1 2
 TP0378
 TP0378.Superseded values are not recommended for survey control.
 TP0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0378.See file dsdata.txt to determine how the superseded data were derived.
 TP0378
 TP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ217223(NAD 83)
 TP0378_MARKER: P = PIPE CAP
 TP0378_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TP0378_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TP0378_STAMPING: 928T 918.181 FT. RESET 1946
 TP0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0378
 TP0378  HISTORY     - Date     Condition        Report By
 TP0378  HISTORY     - 1946     MONUMENTED       USGS
 TP0378  HISTORY     - 1946     GOOD             NGS
 TP0378  HISTORY     - 1981     MARK NOT FOUND   NGS
 TP0378
 TP0378                          STATION DESCRIPTION
 TP0378
 TP0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0378'IN OROVILLE.
 TP0378'AT OROVILLE, 0.5 MILE SOUTH ALONG U. S. HIGHWAY 97 FROM THE RAILROAD
 TP0378'STATION, THENCE 0.25 MILE SOUTH ALONG A GRAVEL STREET, 92 FEET NORTH
 TP0378'OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE OWNED BY RUBIN CURTIS,
 TP0378'54 FEET WEST OF THE CENTER LINE OF THE GRAVEL STREET, AND 43 FEET EAST
 TP0378'OF THE SOUTHEAST CORNER OF THE OLD PILLAR RUINS OF THE OLD OKANOGAN
 TP0378'TRADING POST.  A U.S.G.S. BRONZE CAP RIVETED ON TOP OF A 3 1/2-INCH
 TP0378'IRON PIPE PROJECTING ABOUT 12 INCHES ABOVE THE GROUND. NOTE-- THIS
 TP0378'MARK WAS RESET IN APPROXIMATELY ITS ORIGINAL POSITION BY THIS PARTY
 TP0378'AND REINFORCED WITH CONCRETE UP TO TOP OF THE GROUND BECAUSE IT WAS
 TP0378'FOUND TO BE LEANING OVER AND RATHER LOOSE.
 TP0378
 TP0378                          STATION RECOVERY (1981)
 TP0378
 TP0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0378'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0250 ***********************************************************************
 TR0250  DESIGNATION -  93 RS
 TR0250  PID         -  TR0250
 TR0250  STATE/COUNTY-  WA/SKAGIT
 TR0250  USGS QUAD   -  MOUNT VERNON (1981)
 TR0250
 TR0250                         *CURRENT SURVEY CONTROL
 TR0250  ___________________________________________________________________
 TR0250* NAD 83(1986)-  48 29 33.     (N)    122 16 48.     (W)     SCALED    
 TR0250* NAVD 88     -        13.823  (meters)      45.35   (feet)  ADJUSTED  
 TR0250  ___________________________________________________________________
 TR0250  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 TR0250  DYNAMIC HT  -          13.826 (meters)      45.36  (feet)  COMP
 TR0250  MODELED GRAV-     980,865.1   (mgal)                       NAVD 88
 TR0250
 TR0250  VERT ORDER  -  FIRST     CLASS I
 TR0250
 TR0250.The horizontal coordinates were scaled from a topographic map and have
 TR0250.an estimated accuracy of +/- 6 seconds.
 TR0250
 TR0250.The orthometric height was determined by differential leveling
 TR0250.and adjusted by the National Geodetic Survey in June 1991..
 TR0250
 TR0250.The geoid height was determined by GEOID03.
 TR0250
 TR0250.The dynamic height is computed by dividing the NAVD 88
 TR0250.geopotential number by the normal gravity value computed on the
 TR0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0250.degrees latitude (g = 980.6199 gals.).
 TR0250
 TR0250.The modeled gravity was interpolated from observed gravity values.
 TR0250
 TR0250;                    North         East    Units  Estimated Accuracy
 TR0250;SPC WA N     -   166,950.      393,080.      MT  (+/- 180 meters Scaled)
 TR0250
 TR0250                          SUPERSEDED SURVEY CONTROL
 TR0250
 TR0250  NGVD 29 (??/??/92)   12.658  (m)           41.53   (f) ADJ UNCH    1 1
 TR0250
 TR0250.Superseded values are not recommended for survey control.
 TR0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0250.See file dsdata.txt to determine how the superseded data were derived.
 TR0250
 TR0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU531712(NAD 83)
 TR0250_MARKER: DD = SURVEY DISK
 TR0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0250_STAMPING: 93 RS 41.45 1940
 TR0250_MARK LOGO: USGS  
 TR0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0250+STABILITY: SURFACE MOTION
 TR0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0250+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1998
 TR0250
 TR0250  HISTORY     - Date     Condition        Report By
 TR0250  HISTORY     - 1940     MONUMENTED       USGS
 TR0250  HISTORY     - 1973     GOOD             NGS
 TR0250  HISTORY     - 19980709 GOOD             NGS
 TR0250
 TR0250                          STATION DESCRIPTION
 TR0250
 TR0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0250'2.2 MI SW FROM SEDRO WOOLLEY.
 TR0250'2.2 MILES SOUTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0250'STATION AT SEDRO WOOLLEY, 2.15 MILES NORTHEAST OF BURLINGTON, 0.2 MILE
 TR0250'NORTHEAST OF MILEPOST 19, AT THE CROSSING OF COLLINS ROAD, 106.3 FEET
 TR0250'NORTHWEST AND ACROSS STATE HIGHWAY 20 FROM THE NORTHWEST RAIL, 25.8
 TR0250'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 131 FEET EAST OF THE
 TR0250'CENTER LINE OF THE ROAD, 63.3 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 TR0250'CORNER OF A FRAME HOUSE, 26 FEET SOUTHWEST OF A TELEPHONE POLE, 14.5
 TR0250'FEET SOUTHWEST OF A FENCE CORNER, 49.9 FEET NORTHWEST AND ACROSS THE
 TR0250'HIGHWAY FROM MILEPOST 8 (HIGHWAY MILEPOST), 1.0 FOOT SOUTHEAST OF A
 TR0250'FENCE, 104 1/2 FEET WEST AND ACROSS THE HIGHWAY FROM POWER POLE 3-16,
 TR0250'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 0.2
 TR0250'FOOT UNDERGROUND.  SEC 27, T 35N, R 4E.
 TR0250
 TR0250                          STATION RECOVERY (1998)
 TR0250
 TR0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 TR0250'4.8 KM (3.00 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 20 FROM THE
 TR0250'JUNCTION OF TOWNSHIP STREET (STATE HIGHWAY 9) IN SEDRO WOOLLEY, 45.2 M
 TR0250'(148.3 FT) EAST OF THE CENTERLINE OF COLLINS ROAD, 8.1 M (26.6 FT)
 TR0250'NORTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 TR0250'ROAD, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 TR0250'SURFACE.  NOTE--THE MONUMENT IS ON STATE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0756 ***********************************************************************
 SA0756  DESIGNATION -  931
 SA0756  PID         -  SA0756
 SA0756  STATE/COUNTY-  WA/BENTON
 SA0756  USGS QUAD   -  SAVAGE ISLAND (1986)
 SA0756
 SA0756                         *CURRENT SURVEY CONTROL
 SA0756  ___________________________________________________________________
 SA0756* NAD 83(1986)-  46 35 54.     (N)    119 21 27.     (W)     SCALED    
 SA0756* NAVD 88     -       284.94   (+/-2cm)     934.8    (feet)  VERTCON   
 SA0756  ___________________________________________________________________
 SA0756  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 SA0756
 SA0756  VERT ORDER  -  ? (See Below)
 SA0756
 SA0756.The horizontal coordinates were scaled from a topographic map and have
 SA0756.an estimated accuracy of +/- 6 seconds.
 SA0756
 SA0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0756.The vertical order pertains to the NGVD 29 superseded value.
 SA0756
 SA0756.The geoid height was determined by GEOID03.
 SA0756
 SA0756;                    North         East    Units  Estimated Accuracy
 SA0756;SPC WA S     -   141,240.      587,530.      MT  (+/- 180 meters Scaled)
 SA0756
 SA0756                          SUPERSEDED SURVEY CONTROL
 SA0756
 SA0756  NGVD 29 (??/??/92)  283.872  (m)          931.34   (f) ADJ UNCH    ?  
 SA0756
 SA0756.Superseded values are not recommended for survey control.
 SA0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0756.See file dsdata.txt to determine how the superseded data were derived.
 SA0756
 SA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM194632(NAD 83)
 SA0756_MARKER: P = PIPE CAP
 SA0756_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0756_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0756_STAMPING: 931 WASH 1913
 SA0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0756
 SA0756  HISTORY     - Date     Condition        Report By
 SA0756  HISTORY     - 1913     MONUMENTED       USGS
 SA0756  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA0756
 SA0756                          STATION DESCRIPTION
 SA0756
 SA0756'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 SA0756'1 MI E FROM HANFORD.
 SA0756'IN FRANKLIN COUNTY, 1 MILE EAST ALONG A ROAD FROM HANFORD, BENTON
 SA0756'COUNTY, AND ACROSS THE RIVER FROM THE SOUTHEAST 1/4 SECTION 19, T. 13
 SA0756'N., R. 28 E., ON THE TOP OF A HIGH BLUFF, 550 FEET ABOVE THE RIVER, IN
 SA0756'LINE WITH THE MAIN STREET OF HANFORD, AND 250 FEET EAST OF A POINT
 SA0756'WHERE THE CLIFF BREAKS OFF SHARPLY.  A UNITED STATES GEOLOGICAL SURVEY
 SA0756'STANDARD CAP, STAMPED 931 WASH 1913 AND RIVETED ON THE TOP OF A
 SA0756'3-1/2-INCH IRON PIPE.
 SA0756
 SA0756                          STATION RECOVERY (1967)
 SA0756
 SA0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1407 ***********************************************************************
 SA1407  DESIGNATION -  934
 SA1407  PID         -  SA1407
 SA1407  STATE/COUNTY-  WA/BENTON
 SA1407  USGS QUAD   -  WHITSTRAN SE (1965)
 SA1407
 SA1407                         *CURRENT SURVEY CONTROL
 SA1407  ___________________________________________________________________
 SA1407* NAD 83(1986)-  46 05 16.     (N)    119 36 06.     (W)     SCALED    
 SA1407* NAVD 88     -       285.384  (meters)     936.30   (feet)  ADJUSTED  
 SA1407  ___________________________________________________________________
 SA1407  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SA1407  DYNAMIC HT  -         285.386 (meters)     936.30  (feet)  COMP
 SA1407  MODELED GRAV-     980,616.6   (mgal)                       NAVD 88
 SA1407
 SA1407  VERT ORDER  -  SECOND    CLASS 0
 SA1407
 SA1407.The horizontal coordinates were scaled from a topographic map and have
 SA1407.an estimated accuracy of +/- 6 seconds.
 SA1407
 SA1407.The orthometric height was determined by differential leveling
 SA1407.and adjusted by the National Geodetic Survey in June 1991..
 SA1407
 SA1407.The geoid height was determined by GEOID03.
 SA1407
 SA1407.The dynamic height is computed by dividing the NAVD 88
 SA1407.geopotential number by the normal gravity value computed on the
 SA1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1407.degrees latitude (g = 980.6199 gals.).
 SA1407
 SA1407.The modeled gravity was interpolated from observed gravity values.
 SA1407
 SA1407;                    North         East    Units  Estimated Accuracy
 SA1407;SPC WA S     -    84,250.      569,470.      MT  (+/- 180 meters Scaled)
 SA1407
 SA1407                          SUPERSEDED SURVEY CONTROL
 SA1407
 SA1407  NGVD 29 (??/??/92)  284.343  (m)          932.88   (f) ADJ UNCH    2 0
 SA1407
 SA1407.Superseded values are not recommended for survey control.
 SA1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1407.See file dsdata.txt to determine how the superseded data were derived.
 SA1407
 SA1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM988070(NAD 83)
 SA1407_MARKER: P = PIPE CAP
 SA1407_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1407_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1407_STAMPING: 934 WASH 1915
 SA1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1407
 SA1407  HISTORY     - Date     Condition        Report By
 SA1407  HISTORY     - 1915     MONUMENTED       USGS
 SA1407  HISTORY     - 1950     GOOD             NGS
 SA1407  HISTORY     - 1982     MARK NOT FOUND   NGS
 SA1407
 SA1407                          STATION DESCRIPTION
 SA1407
 SA1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SA1407'11.3 MI N FROM PATERSON.
 SA1407'ABOUT 11.3 MILES NORTH ALONG STATE HIGHWAY 8 E FROM THE POST OFFICE AT
 SA1407'PATERSON, ABOUT 0.3 MILE NORTH OF A POINT WHERE THE POWER LINE CROSSES
 SA1407'OVER THE HIGHWAY, AT A T JUNCTION OF A DIRT ROAD LEADING EAST, 27 1/2
 SA1407'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 16.0 FEET NORTH OF THE
 SA1407'CENTER LINE OF THE DIRT ROAD, 2.0 FEET LOWER THAN THE HIGHWAY, 1.0
 SA1407'FOOT SOUTHWEST OF A WITNESS POST, AND RIVETED ON TOP OF AN IRON PIPE
 SA1407'PROJECTING 2 INCHES ABOVE THE GROUND.
 SA1407
 SA1407                          STATION RECOVERY (1982)
 SA1407
 SA1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA1407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0093 ***********************************************************************
 SA0093  DESIGNATION -  936
 SA0093  PID         -  SA0093
 SA0093  STATE/COUNTY-  WA/WALLA WALLA
 SA0093  USGS QUAD   -  WALLA WALLA (1978)
 SA0093
 SA0093                         *CURRENT SURVEY CONTROL
 SA0093  ___________________________________________________________________
 SA0093* NAD 83(1986)-  46 03 53.     (N)    118 20 35.     (W)     SCALED    
 SA0093* NAVD 88     -       286.162  (meters)     938.85   (feet)  ADJUSTED  
 SA0093  ___________________________________________________________________
 SA0093  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 SA0093  DYNAMIC HT  -         286.153 (meters)     938.82  (feet)  COMP
 SA0093  MODELED GRAV-     980,575.2   (mgal)                       NAVD 88
 SA0093
 SA0093  VERT ORDER  -  FIRST     CLASS I
 SA0093
 SA0093.The horizontal coordinates were scaled from a topographic map and have
 SA0093.an estimated accuracy of +/- 6 seconds.
 SA0093
 SA0093.The orthometric height was determined by differential leveling
 SA0093.and adjusted by the National Geodetic Survey in June 1991..
 SA0093
 SA0093.The geoid height was determined by GEOID03.
 SA0093
 SA0093.The dynamic height is computed by dividing the NAVD 88
 SA0093.geopotential number by the normal gravity value computed on the
 SA0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0093.degrees latitude (g = 980.6199 gals.).
 SA0093
 SA0093.The modeled gravity was interpolated from observed gravity values.
 SA0093
 SA0093;                    North         East    Units  Estimated Accuracy
 SA0093;SPC WA S     -    83,580.      666,860.      MT  (+/- 180 meters Scaled)
 SA0093
 SA0093                          SUPERSEDED SURVEY CONTROL
 SA0093
 SA0093  NGVD 29 (??/??/92)  285.163  (m)          935.57   (f) ADJ UNCH    1 1
 SA0093
 SA0093.Superseded values are not recommended for survey control.
 SA0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0093.See file dsdata.txt to determine how the superseded data were derived.
 SA0093
 SA0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM961021(NAD 83)
 SA0093_MARKER: P = PIPE CAP
 SA0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0093_STAMPING: 936 WASH 1915
 SA0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA0093+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 SA0093
 SA0093  HISTORY     - Date     Condition        Report By
 SA0093  HISTORY     - 1915     MONUMENTED       USGS
 SA0093  HISTORY     - 1964     GOOD             NGS
 SA0093  HISTORY     - 1968     GOOD             NGS
 SA0093  HISTORY     - 20030721 GOOD             GEOCAC
 SA0093  HISTORY     - 20060825 GOOD             USPSQD
 SA0093
 SA0093                          STATION DESCRIPTION
 SA0093
 SA0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SA0093'IN WALLA WALLA.
 SA0093'AT WALLA WALLA IN THE NORTHWEST CORNER OF THE COUNTY COURTHOUSE LAWN,
 SA0093'98 FEET SOUTH OF MAIN STREET AND 40 FEET EAST OF THE CENTER OF 6TH
 SA0093'AVENUE.  A U.S. GEOLOGICAL SURVEY STANDARD CAP RIVETED ON THE TOP OF A
 SA0093'3 1/2-INCH IRON PIPE SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 SA0093'14 INCHES.
 SA0093
 SA0093                          STATION RECOVERY (1968)
 SA0093
 SA0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SA0093'RECOVERED IN GOOD CONDITION.
 SA0093
 SA0093                          STATION RECOVERY (2003)
 SA0093
 SA0093'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0093'RECOVERED IN GOOD CONDITION.
 SA0093
 SA0093                          STATION RECOVERY (2006)
 SA0093
 SA0093'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJR)
 SA0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0094 ***********************************************************************
 SA0094  DESIGNATION -  938
 SA0094  PID         -  SA0094
 SA0094  STATE/COUNTY-  WA/WALLA WALLA
 SA0094  USGS QUAD   -  WALLA WALLA (1978)
 SA0094
 SA0094                         *CURRENT SURVEY CONTROL
 SA0094  ___________________________________________________________________
 SA0094* NAD 83(1986)-  46 03 52.     (N)    118 20 36.     (W)     SCALED    
 SA0094* NAVD 88     -       286.977  (meters)     941.52   (feet)  ADJUSTED  
 SA0094  ___________________________________________________________________
 SA0094  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 SA0094  DYNAMIC HT  -         286.967 (meters)     941.49  (feet)  COMP
 SA0094  MODELED GRAV-     980,575.2   (mgal)                       NAVD 88
 SA0094
 SA0094  VERT ORDER  -  FIRST     CLASS I
 SA0094
 SA0094.The horizontal coordinates were scaled from a topographic map and have
 SA0094.an estimated accuracy of +/- 6 seconds.
 SA0094
 SA0094.The orthometric height was determined by differential leveling
 SA0094.and adjusted by the National Geodetic Survey in June 1991..
 SA0094
 SA0094.The geoid height was determined by GEOID03.
 SA0094
 SA0094.The dynamic height is computed by dividing the NAVD 88
 SA0094.geopotential number by the normal gravity value computed on the
 SA0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0094.degrees latitude (g = 980.6199 gals.).
 SA0094
 SA0094.The modeled gravity was interpolated from observed gravity values.
 SA0094
 SA0094;                    North         East    Units  Estimated Accuracy
 SA0094;SPC WA S     -    83,540.      666,840.      MT  (+/- 180 meters Scaled)
 SA0094
 SA0094                          SUPERSEDED SURVEY CONTROL
 SA0094
 SA0094  NGVD 29 (??/??/92)  285.977  (m)          938.24   (f) ADJ UNCH    1 1
 SA0094
 SA0094.Superseded values are not recommended for survey control.
 SA0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0094.See file dsdata.txt to determine how the superseded data were derived.
 SA0094
 SA0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM961020(NAD 83)
 SA0094_MARKER: DD = SURVEY DISK
 SA0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0094_SP_SET: STEP
 SA0094_STAMPING: 938 1926
 SA0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA0094+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 SA0094
 SA0094  HISTORY     - Date     Condition        Report By
 SA0094  HISTORY     - 1926     MONUMENTED       USGS
 SA0094  HISTORY     - 1964     GOOD             NGS
 SA0094  HISTORY     - 1968     GOOD             NGS
 SA0094  HISTORY     - 20030722 GOOD             GEOCAC
 SA0094  HISTORY     - 20060219 GOOD             GEOCAC
 SA0094
 SA0094                          STATION DESCRIPTION
 SA0094
 SA0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SA0094'IN WALLA WALLA.
 SA0094'AT WALLA WALLA, ON MAIN STREET BETWEEN 5TH AND 6TH AVENUE, AT THE MAIN
 SA0094'ENTRANCE TO THE COUNTY COURTHOUSE AND IN THE TOP OF THE EAST END OF
 SA0094'THE FIRST STEP.
 SA0094
 SA0094                          STATION RECOVERY (1968)
 SA0094
 SA0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SA0094'RECOVERED IN GOOD CONDITION.
 SA0094
 SA0094                          STATION RECOVERY (2003)
 SA0094
 SA0094'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0094'RECOVERED IN GOOD CONDITION.
 SA0094
 SA0094                          STATION RECOVERY (2006)
 SA0094
 SA0094'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 SA0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0726 ***********************************************************************
 SA0726  DESIGNATION -  938
 SA0726  PID         -  SA0726
 SA0726  STATE/COUNTY-  WA/ADAMS
 SA0726  USGS QUAD   -  OTHELLO (1979)
 SA0726
 SA0726                         *CURRENT SURVEY CONTROL
 SA0726  ___________________________________________________________________
 SA0726* NAD 83(1986)-  46 48 49.     (N)    119 13 05.     (W)     SCALED    
 SA0726* NAVD 88     -       286.858  (meters)     941.13   (feet)  ADJUSTED  
 SA0726  ___________________________________________________________________
 SA0726  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SA0726  DYNAMIC HT  -         286.874 (meters)     941.19  (feet)  COMP
 SA0726  MODELED GRAV-     980,664.0   (mgal)                       NAVD 88
 SA0726
 SA0726  VERT ORDER  -  SECOND    CLASS 0
 SA0726
 SA0726.The horizontal coordinates were scaled from a topographic map and have
 SA0726.an estimated accuracy of +/- 6 seconds.
 SA0726
 SA0726.The orthometric height was determined by differential leveling
 SA0726.and adjusted by the National Geodetic Survey in June 1991..
 SA0726
 SA0726.The geoid height was determined by GEOID03.
 SA0726
 SA0726.The dynamic height is computed by dividing the NAVD 88
 SA0726.geopotential number by the normal gravity value computed on the
 SA0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0726.degrees latitude (g = 980.6199 gals.).
 SA0726
 SA0726.The modeled gravity was interpolated from observed gravity values.
 SA0726
 SA0726;                    North         East    Units  Estimated Accuracy
 SA0726;SPC WA S     -   165,330.      597,830.      MT  (+/- 180 meters Scaled)
 SA0726
 SA0726                          SUPERSEDED SURVEY CONTROL
 SA0726
 SA0726  NGVD 29 (??/??/92)  285.742  (m)          937.47   (f) ADJ UNCH    2 0
 SA0726
 SA0726.Superseded values are not recommended for survey control.
 SA0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0726.See file dsdata.txt to determine how the superseded data were derived.
 SA0726
 SA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM307868(NAD 83)
 SA0726_MARKER: DD = SURVEY DISK
 SA0726_SETTING: 0 = UNSPECIFIED SETTING
 SA0726_STAMPING: 938 1916
 SA0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0726
 SA0726  HISTORY     - Date     Condition        Report By
 SA0726  HISTORY     - 1916     MONUMENTED       USGS
 SA0726  HISTORY     - 1944     GOOD             NGS
 SA0726
 SA0726                          STATION DESCRIPTION
 SA0726
 SA0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SA0726'3.3 MI SW FROM OTHELLO.
 SA0726'3.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SA0726'RAILROAD FROM THE STATION AT OTHELLO, 6 RAILS WEST OF MILEPOST 1991,
 SA0726'50 FEET EAST OF A CROSSING, AT SEMAPHORE 106.9, IN A FACE OF THE BASE,
 SA0726'8 INCHES BELOW THE TOP, AND 9 FEET NORTH OF THE TRACK. A U.S.
 SA0726'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 938 1916 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0610 ***********************************************************************
 RD0610  DESIGNATION -  944 0063 TIDAL 3
 RD0610  PID         -  RD0610
 RD0610  STATE/COUNTY-  WA/CLARK
 RD0610  USGS QUAD   -  MOUNT TABOR (1990)
 RD0610
 RD0610                         *CURRENT SURVEY CONTROL
 RD0610  ___________________________________________________________________
 RD0610* NAD 83(1986)-  45 36 06.     (N)    122 33 41.     (W)     SCALED    
 RD0610* NAVD 88     -        18.203  (meters)      59.72   (feet)  POSTED    
 RD0610  ___________________________________________________________________
 RD0610  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD0610  DYNAMIC HT  -          18.200 (meters)      59.71  (feet)  COMP
 RD0610  MODELED GRAV-     980,621.9   (mgal)                       NAVD 88
 RD0610
 RD0610  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0610
 RD0610.The horizontal coordinates were scaled from a topographic map and have
 RD0610.an estimated accuracy of +/- 6 seconds.
 RD0610
 RD0610.The orthometric height was determined by differential leveling
 RD0610.and adjusted by the National Geodetic Survey in 1992..
 RD0610.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0610.rate of 0.0 thru 1.0 mm/km.
 RD0610
 RD0610.The geoid height was determined by GEOID03.
 RD0610
 RD0610.The dynamic height is computed by dividing the NAVD 88
 RD0610.geopotential number by the normal gravity value computed on the
 RD0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0610.degrees latitude (g = 980.6199 gals.).
 RD0610
 RD0610.The modeled gravity was interpolated from observed gravity values.
 RD0610
 RD0610;                    North         East    Units  Estimated Accuracy
 RD0610;SPC WA S     -    31,930.      339,190.      MT  (+/- 180 meters Scaled)
 RD0610
 RD0610                          SUPERSEDED SURVEY CONTROL
 RD0610
 RD0610  NGVD 29 (03/17/92)   17.155  (m)           56.28   (f) ADJUSTED    1 2
 RD0610
 RD0610.Superseded values are not recommended for survey control.
 RD0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0610.See file dsdata.txt to determine how the superseded data were derived.
 RD0610
 RD0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER342498(NAD 83)
 RD0610_MARKER: DJ = TIDAL STATION DISK
 RD0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0610_SP_SET: CONCRETE POST
 RD0610_STAMPING: NO 3 1940
 RD0610_MARK LOGO: CGS   
 RD0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0610+STABILITY: SURFACE MOTION
 RD0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0610+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2006
 RD0610
 RD0610  HISTORY     - Date     Condition        Report By
 RD0610  HISTORY     - 1940     MONUMENTED       CGS
 RD0610  HISTORY     - 1942     GOOD             NGS
 RD0610  HISTORY     - 1962     GOOD             NGS
 RD0610  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RD0610  HISTORY     - 19900308 GOOD             WA-011
 RD0610  HISTORY     - 20040601 GOOD             USPSQD
 RD0610  HISTORY     - 20060210 GOOD             USPSQD
 RD0610
 RD0610                          STATION DESCRIPTION
 RD0610
 RD0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RD0610'0.15 MI WNW FROM ELLSWORTH.
 RD0610'A STANDARD DISC, STAMPED NO 3 1940, SET IN THE TOP OF CONCRETE
 RD0610'MONUMENT, ABOUT 2 INCHES ABOVE THE GROUND LEVEL, ON THE RIGHT-OF-WAY
 RD0610'OF THE SPOKANE, PORTLAND, AND SEATTLE RAILROAD, ABOUT 750 FEET WEST
 RD0610'NORTHWEST OF THE RAILROAD CROSSING AT ELLSWORTH, ABOUT 38 FEET NORTH
 RD0610'NORTHWEST OF THE CENTER OF THE FIRST RAILROAD CROSSING WEST OF
 RD0610'ELLSWORTH.  ABOUT 190 FEET SOUTHWARD OF THE RESIDENCE OF DONALD
 RD0610'POTTER.  18 FEET NORTH NORTHWEST OF THE RAILROAD CROSSING SIGN.  23
 RD0610'FEET WEST OF THE CENTERLINE OF THE ROAD CROSSING THE RAILROAD.  24 1/2
 RD0610'FEET NORTH OF THE CENTERLINE OF THE RAILROAD TRACKS.  3.8 FEET ABOVE
 RD0610'THE LEVEL OF THE TRACKS.  AND 32 FEET SOUTH OF 4 IN. X 4 IN. X 2 FT.
 RD0610'WHITE.
 RD0610
 RD0610                          STATION RECOVERY (1962)
 RD0610
 RD0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RD0610'RECOVERED IN GOOD CONDITION.
 RD0610
 RD0610                          STATION RECOVERY (1985)
 RD0610
 RD0610'RECOVERY NOTE BY US POWER SQUADRON 1985
 RD0610'MARK NOT FOUND.
 RD0610
 RD0610                          STATION RECOVERY (1990)
 RD0610
 RD0610'RECOVERY NOTE BY CLARK COUNTY WASHINGTON 1990
 RD0610'ALONG THE BURLINGTON NORTHERN RAILROAD TRACKS APPROX 0.8 KM (0.5 MI)
 RD0610'WEST OF THE INTERSTATE 205 BRIDGE OVER THE COLUMBIA RIVER, NEAR THE
 RD0610'CROSSING OF BURLINGTON WAY (PRIVATE ASPHALT ROAD) 22 FEET NORTH OF
 RD0610'NORTHERLY RAIL,  5 FEET NORTH OF TOP OF BANK ALONG RAILROAD,  20.5
 RD0610'FEET WEST OF A SEWER MANHOLE IN THE ROAD, 65.5 FEET SOUTHWEST OF
 RD0610'UTILITY POLE NO 2637,  24 FEET WEST OF CENTERLINE OF BURLINGTON
 RD0610'DRIVEFOUND STANDARD USCGS BENCHMARK DISK IN TOP OF 8 IN SQUARE
 RD0610'CONCRETE POST 0.3 FEET BELOW GROUND SURFACE.  SET STEEL FENCE POST
 RD0610'WITH SIGN NEAR THE POINT.
 RD0610
 RD0610                          STATION RECOVERY (2004)
 RD0610
 RD0610'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD0610'RECOVERED IN GOOD CONDITION.
 RD0610
 RD0610                          STATION RECOVERY (2006)
 RD0610
 RD0610'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 RD0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0618 ***********************************************************************
 RD0618  DESIGNATION -  944 0083 TIDAL 4
 RD0618  PID         -  RD0618
 RD0618  STATE/COUNTY-  WA/CLARK
 RD0618  USGS QUAD   -  PORTLAND (1990)
 RD0618
 RD0618                         *CURRENT SURVEY CONTROL
 RD0618  ___________________________________________________________________
 RD0618* NAD 83(1986)-  45 37 17.     (N)    122 40 22.     (W)     SCALED    
 RD0618* NAVD 88     -        13.492  (meters)      44.27   (feet)  ADJUSTED  
 RD0618  ___________________________________________________________________
 RD0618  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RD0618  DYNAMIC HT  -          13.492 (meters)      44.27  (feet)  COMP
 RD0618  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 RD0618
 RD0618  VERT ORDER  -  FIRST     CLASS II
 RD0618
 RD0618.The horizontal coordinates were scaled from a topographic map and have
 RD0618.an estimated accuracy of +/- 6 seconds.
 RD0618
 RD0618.The orthometric height was determined by differential leveling
 RD0618.and adjusted by the National Geodetic Survey in June 1991..
 RD0618
 RD0618.The geoid height was determined by GEOID03.
 RD0618
 RD0618.The dynamic height is computed by dividing the NAVD 88
 RD0618.geopotential number by the normal gravity value computed on the
 RD0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0618.degrees latitude (g = 980.6199 gals.).
 RD0618
 RD0618.The modeled gravity was interpolated from observed gravity values.
 RD0618
 RD0618;                    North         East    Units  Estimated Accuracy
 RD0618;SPC WA S     -    34,350.      330,560.      MT  (+/- 180 meters Scaled)
 RD0618
 RD0618                          SUPERSEDED SURVEY CONTROL
 RD0618
 RD0618  NGVD 29 (05/16/90)   12.436  (m)           40.80   (f) ADJUSTED    1 2
 RD0618
 RD0618.Superseded values are not recommended for survey control.
 RD0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0618.See file dsdata.txt to determine how the superseded data were derived.
 RD0618
 RD0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER255520(NAD 83)
 RD0618_MARKER: DD = SURVEY DISK
 RD0618_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RD0618_SP_SET: RETAINING WALL
 RD0618_MARK LOGO: USGS  
 RD0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0618+STABILITY: SURFACE MOTION
 RD0618
 RD0618  HISTORY     - Date     Condition        Report By
 RD0618  HISTORY     - UNK      MONUMENTED       USGS
 RD0618  HISTORY     - 1951     GOOD             NGS
 RD0618  HISTORY     - 1987     GOOD             NGS
 RD0618  HISTORY     - 20020224 MARK NOT FOUND   USPSQD
 RD0618  HISTORY     - 20050203 MARK NOT FOUND   USPSQD
 RD0618
 RD0618                          STATION DESCRIPTION
 RD0618
 RD0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RD0618'IN VANCOUVER.
 RD0618'AT VANCOUVER, CLARK COUNTY, AT THE INTERSTATE BRIDGE, IN THE TOP OF
 RD0618'THE NORTHWEST CORNER OF THE NORTH RETAINING WALL, JUST SOUTH OF THE
 RD0618'RAILING ON THE SOUTH END OF THE WEST WALK, AND 6 INCHES ABOVE THE
 RD0618'SIDEWALK LEVEL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RD0618'GAGING-STATION DISK.
 RD0618
 RD0618                          STATION RECOVERY (1987)
 RD0618
 RD0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0618'RECOVERED IN GOOD CONDITION.
 RD0618
 RD0618                          STATION RECOVERY (2002)
 RD0618
 RD0618'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAK)
 RD0618'MARK NOT FOUND.
 RD0618
 RD0618                          STATION RECOVERY (2005)
 RD0618
 RD0618'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHH)
 RD0618'AREA REMODELED WITH NEW SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0623 ***********************************************************************
 RD0623  DESIGNATION -  944 0111 TIDAL 2
 RD0623  PID         -  RD0623
 RD0623  STATE/COUNTY-  WA/CLARK
 RD0623  USGS QUAD   -  PORTLAND (1990)
 RD0623
 RD0623                         *CURRENT SURVEY CONTROL
 RD0623  ___________________________________________________________________
 RD0623* NAD 83(1986)-  45 37 28.     (N)    122 40 20.     (W)     SCALED    
 RD0623* NAVD 88     -        11.098  (meters)      36.41   (feet)  POSTED    
 RD0623  ___________________________________________________________________
 RD0623  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD0623  DYNAMIC HT  -          11.100 (meters)      36.42  (feet)  COMP
 RD0623  MODELED GRAV-     980,625.9   (mgal)                       NAVD 88
 RD0623
 RD0623  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RD0623
 RD0623.The horizontal coordinates were scaled from a topographic map and have
 RD0623.an estimated accuracy of +/- 6 seconds.
 RD0623
 RD0623.The orthometric height was determined by differential leveling
 RD0623.and adjusted by the National Geodetic Survey in 1992..
 RD0623.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RD0623.rate of 3.1 thru 4.0 mm/km.
 RD0623
 RD0623.The geoid height was determined by GEOID03.
 RD0623
 RD0623.The dynamic height is computed by dividing the NAVD 88
 RD0623.geopotential number by the normal gravity value computed on the
 RD0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0623.degrees latitude (g = 980.6199 gals.).
 RD0623
 RD0623.The modeled gravity was interpolated from observed gravity values.
 RD0623
 RD0623;                    North         East    Units  Estimated Accuracy
 RD0623;SPC WA S     -    34,690.      330,610.      MT  (+/- 180 meters Scaled)
 RD0623
 RD0623                          SUPERSEDED SURVEY CONTROL
 RD0623
 RD0623  NGVD 29 (??/??/92)   10.044  (m)           32.95   (f) ADJ UNCH    1 2
 RD0623
 RD0623.Superseded values are not recommended for survey control.
 RD0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0623.See file dsdata.txt to determine how the superseded data were derived.
 RD0623
 RD0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER255523(NAD 83)
 RD0623_MARKER: DJ = TIDAL STATION DISK
 RD0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0623_SP_SET: CURB
 RD0623_STAMPING: NO 2 1940
 RD0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0623
 RD0623  HISTORY     - Date     Condition        Report By
 RD0623  HISTORY     - 1940     MONUMENTED       CGS
 RD0623  HISTORY     - 1941     GOOD             NGS
 RD0623  HISTORY     - 1954     POOR             NGS
 RD0623  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RD0623  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0623  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0623
 RD0623                          STATION DESCRIPTION
 RD0623
 RD0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0623'IN VANCOUVER.
 RD0623'AT THE INTERSECTION OF W. 4TH AND COLUMBIA STREETS.  SOUTH-EAST
 RD0623'CORNER.  NEAR A FIRE HYDRANT.  ON CURB.
 RD0623
 RD0623                          STATION RECOVERY (1954)
 RD0623
 RD0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RD0623'MARK RECOVERED IN POOR CONDITION.
 RD0623
 RD0623                          STATION RECOVERY (1985)
 RD0623
 RD0623'RECOVERY NOTE BY US POWER SQUADRON 1985
 RD0623'MARK NOT FOUND.
 RD0623
 RD0623                          STATION RECOVERY (1987)
 RD0623
 RD0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0623'NOT RECOVERED.
 RD0623
 RD0623                          STATION RECOVERY (1989)
 RD0623
 RD0623'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWM)
 RD0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0652 ***********************************************************************
 RD0652  DESIGNATION -  944 0372 TIDAL 1
 RD0652  PID         -  RD0652
 RD0652  STATE/COUNTY-  WA/COWLITZ
 RD0652  USGS QUAD   -  DEER ISLAND (1990)
 RD0652
 RD0652                         *CURRENT SURVEY CONTROL
 RD0652  ___________________________________________________________________
 RD0652* NAD 83(1986)-  45 57 31.     (N)    122 48 19.     (W)     SCALED    
 RD0652* NAVD 88     -         5.425  (meters)      17.80   (feet)  ADJUSTED  
 RD0652  ___________________________________________________________________
 RD0652  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 RD0652  DYNAMIC HT  -           5.425 (meters)      17.80  (feet)  COMP
 RD0652  MODELED GRAV-     980,660.2   (mgal)                       NAVD 88
 RD0652
 RD0652  VERT ORDER  -  FIRST     CLASS II
 RD0652
 RD0652.The horizontal coordinates were scaled from a topographic map and have
 RD0652.an estimated accuracy of +/- 6 seconds.
 RD0652
 RD0652.The orthometric height was determined by differential leveling
 RD0652.and adjusted by the National Geodetic Survey in June 1991..
 RD0652
 RD0652.The geoid height was determined by GEOID03.
 RD0652
 RD0652.The dynamic height is computed by dividing the NAVD 88
 RD0652.geopotential number by the normal gravity value computed on the
 RD0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0652.degrees latitude (g = 980.6199 gals.).
 RD0652
 RD0652.The modeled gravity was interpolated from observed gravity values.
 RD0652
 RD0652;                    North         East    Units  Estimated Accuracy
 RD0652;SPC WA S     -    72,110.      321,320.      MT  (+/- 180 meters Scaled)
 RD0652
 RD0652                          SUPERSEDED SURVEY CONTROL
 RD0652
 RD0652  NGVD 29 (??/??/92)    4.489  (m)           14.73   (f) ADJ UNCH    1 2
 RD0652
 RD0652.Superseded values are not recommended for survey control.
 RD0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0652.See file dsdata.txt to determine how the superseded data were derived.
 RD0652
 RD0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER150894(NAD 83)
 RD0652_MARKER: DJ = TIDAL STATION DISK
 RD0652_SETTING: 66 = SET IN ROCK OUTCROP
 RD0652_SP_SET: BEDROCK
 RD0652_STAMPING: 1 1937
 RD0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD0652+STABILITY: POSITION/ELEVATION WELL
 RD0652
 RD0652  HISTORY     - Date     Condition        Report By
 RD0652  HISTORY     - 1937     MONUMENTED       CGS
 RD0652  HISTORY     - 1941     GOOD             NGS
 RD0652  HISTORY     - 1951     GOOD             NGS
 RD0652  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0652
 RD0652                          STATION DESCRIPTION
 RD0652
 RD0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RD0652'4 MI S FROM KALAMA.
 RD0652'4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM KALAMA, COWLITZ
 RD0652'COUNTY, 1/4 MILE NORTH OF THE ABANDONED STATION AT MARTINS BLUFF, 95
 RD0652'FEET WEST OF A CONCRETE UNDERPASS LEADING TO THE E.I. DUPONT DE
 RD0652'NEMOURS AND CO. YARD AND POWDER-STORAGE MAGAZINES, 10 FEET SOUTH OF
 RD0652'THE EAST END OF AN OLD DOCK, 12 FEET EAST OF THE EAST ONE OF THREE
 RD0652'IRON RODS SET IN BEDROCK AT THE SHORE END OF THE OLD DOCK, 7 FEET
 RD0652'BELOW THE TOP OF THE RIVER BANK, AND IN BEDROCK.
 RD0652
 RD0652                          STATION RECOVERY (1951)
 RD0652
 RD0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 RD0652'RECOVERED IN GOOD CONDITION.
 RD0652
 RD0652                          STATION RECOVERY (1987)
 RD0652
 RD0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0652'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0111 ***********************************************************************
 SC0111  DESIGNATION -  944 0372 TIDAL 3
 SC0111  PID         -  SC0111
 SC0111  STATE/COUNTY-  WA/COWLITZ
 SC0111  USGS QUAD   -  KALAMA (1990)
 SC0111
 SC0111                         *CURRENT SURVEY CONTROL
 SC0111  ___________________________________________________________________
 SC0111* NAD 83(1986)-  46 00 22.     (N)    122 50 45.     (W)     SCALED    
 SC0111* NAVD 88     -         4.711  (meters)      15.46   (feet)  ADJUSTED  
 SC0111  ___________________________________________________________________
 SC0111  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 SC0111  DYNAMIC HT  -           4.711 (meters)      15.46  (feet)  COMP
 SC0111  MODELED GRAV-     980,677.1   (mgal)                       NAVD 88
 SC0111
 SC0111  VERT ORDER  -  FIRST     CLASS II
 SC0111
 SC0111.The horizontal coordinates were scaled from a topographic map and have
 SC0111.an estimated accuracy of +/- 6 seconds.
 SC0111
 SC0111.The orthometric height was determined by differential leveling
 SC0111.and adjusted by the National Geodetic Survey in June 1991..
 SC0111
 SC0111.The geoid height was determined by GEOID03.
 SC0111
 SC0111.The dynamic height is computed by dividing the NAVD 88
 SC0111.geopotential number by the normal gravity value computed on the
 SC0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0111.degrees latitude (g = 980.6199 gals.).
 SC0111
 SC0111.The modeled gravity was interpolated from observed gravity values.
 SC0111
 SC0111;                    North         East    Units  Estimated Accuracy
 SC0111;SPC WA S     -    77,480.      318,340.      MT  (+/- 180 meters Scaled)
 SC0111
 SC0111                          SUPERSEDED SURVEY CONTROL
 SC0111
 SC0111  NGVD 29 (??/??/92)    3.774  (m)           12.38   (f) ADJ UNCH    1 2
 SC0111
 SC0111.Superseded values are not recommended for survey control.
 SC0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0111.See file dsdata.txt to determine how the superseded data were derived.
 SC0111
 SC0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER119947(NAD 83)
 SC0111_MARKER: DB = BENCH MARK DISK
 SC0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0111_SP_SET: CULVERT
 SC0111_STAMPING: 3 1940
 SC0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0111
 SC0111  HISTORY     - Date     Condition        Report By
 SC0111  HISTORY     - 1940     MONUMENTED       CGS
 SC0111  HISTORY     - 1951     GOOD             NGS
 SC0111  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0111  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0111  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0111
 SC0111                          STATION DESCRIPTION
 SC0111
 SC0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 SC0111'0.25 MI S FROM KALAMA.
 SC0111'1/4 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FRIN THE STATION AT
 SC0111'KALAMA, COWLITZ COUNTY, 150 FEET NORTH OF THE CROSSING OF A ROAD
 SC0111'LEADING TO THE OLD MILL OF THE DOYLE LUMBER AND SHINGLE CO., AT A
 SC0111'CULVERT, IN THE TOP OF THE WEST CONCRETE HEAD WALL, 1 FOOT NORTH OF
 SC0111'THE SOUTH END, AND ABOUT 10 FEET LOWER THAN THE TRACK.  A STANDARD
 SC0111'DISK, STAMPED 3 1940.
 SC0111
 SC0111                          STATION RECOVERY (1981)
 SC0111
 SC0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0111'MARK NOT FOUND.
 SC0111
 SC0111                          STATION RECOVERY (1987)
 SC0111
 SC0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0111'NOT RECOVERED.
 SC0111
 SC0111                          STATION RECOVERY (1989)
 SC0111
 SC0111'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1113 ***********************************************************************
 SC1113  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1113  DESIGNATION -  944 0422 A TIDAL
 SC1113  PID         -  SC1113
 SC1113  STATE/COUNTY-  WA/COWLITZ
 SC1113  USGS QUAD   -  RAINIER (1990)
 SC1113
 SC1113                         *CURRENT SURVEY CONTROL
 SC1113  ___________________________________________________________________
 SC1113* NAD 83(1986)-  46 06 28.     (N)    122 57 26.     (W)     SCALED    
 SC1113* NAVD 88     -         9.917  (meters)      32.54   (feet)  ADJUSTED  
 SC1113  ___________________________________________________________________
 SC1113  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SC1113  DYNAMIC HT  -           9.917 (meters)      32.54  (feet)  COMP
 SC1113  MODELED GRAV-     980,682.5   (mgal)                       NAVD 88
 SC1113
 SC1113  VERT ORDER  -  FIRST     CLASS II
 SC1113
 SC1113.The horizontal coordinates were scaled from a topographic map and have
 SC1113.an estimated accuracy of +/- 6 seconds.
 SC1113
 SC1113.The orthometric height was determined by differential leveling
 SC1113.and adjusted by the National Geodetic Survey in June 1991..
 SC1113
 SC1113.This Tidal Bench Mark is designated as VM 16641
 SC1113.by the Center for Operational Oceanographic Products and Services.
 SC1113
 SC1113.The geoid height was determined by GEOID03.
 SC1113
 SC1113.The dynamic height is computed by dividing the NAVD 88
 SC1113.geopotential number by the normal gravity value computed on the
 SC1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1113.degrees latitude (g = 980.6199 gals.).
 SC1113
 SC1113.The modeled gravity was interpolated from observed gravity values.
 SC1113
 SC1113;                    North         East    Units  Estimated Accuracy
 SC1113;SPC WA S     -    89,040.      310,070.      MT  (+/- 180 meters Scaled)
 SC1113
 SC1113                          SUPERSEDED SURVEY CONTROL
 SC1113
 SC1113.No superseded survey control is available for this station.
 SC1113
 SC1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES033060(NAD 83)
 SC1113_MARKER: DJ = TIDAL STATION DISK
 SC1113_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SC1113_SP_SET: RETAINING WLL
 SC1113_STAMPING: LVW-A 1985
 SC1113_MARK LOGO: NOS   
 SC1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1113+STABILITY: SURFACE MOTION
 SC1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1113+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 SC1113
 SC1113  HISTORY     - Date     Condition        Report By
 SC1113  HISTORY     - 1985     MONUMENTED       NOS
 SC1113  HISTORY     - 1987     GOOD             NGS
 SC1113  HISTORY     - 20040707 GOOD             USPSQD
 SC1113  HISTORY     - 20060809 GOOD             USPSQD
 SC1113
 SC1113                          STATION DESCRIPTION
 SC1113
 SC1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1113'2.5 KM (1.55 MI) SW FROM LONGVIEW.
 SC1113'1.4 KM (0.85 MI) SOUTHWEST ALONG STATE HIGHWAY 433 FROM THE JUNCTION
 SC1113'OF STATE HIGHWAY 432 IN LONGVIEW, THENCE 0.9 KM (0.55 MI) SOUTHWEST
 SC1113'ALONG WEST PORT WAY, THENCE 0.2 KM (0.10 MI) SOUTHWESTERLY ALONG A
 SC1113'PAVED ROAD LEADING TO THE PORT OF LONGVIEW DOCKS, IN TOP OF THE EAST
 SC1113'END OF THE NORTH CONCRETE RETAINING WALL OF THE LOADING DOCK, AT THE
 SC1113'NORTHWEST CORNER OF TRANSIT SHED NUMBER 2, 62.9 M (206.4 FT) EAST OF
 SC1113'THE CENTER OF THE ROAD, 4.4 M (14.4 FT) NORTH OF THE NORTH FACE OF
 SC1113'THE SHED, 1.4 M (4.6 FT) SOUTH OF THE NEAR RAIL OF THE UNION PACIFIC
 SC1113'RAILROAD SPUR TRACK, AND 0.1 M (0.3 FT) EAST OF THE EAST END OF A
 SC1113'WOODEN YELLOW BULLRAIL.
 SC1113'THE MARK IS 0.1 M ABOVE THE ROAD.
 SC1113
 SC1113                          STATION RECOVERY (2004)
 SC1113
 SC1113'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC1113'RECOVERED IN GOOD CONDITION.
 SC1113
 SC1113                          STATION RECOVERY (2006)
 SC1113
 SC1113'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 SC1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1114 ***********************************************************************
 SC1114  DESIGNATION -  944 0422 C TIDAL
 SC1114  PID         -  SC1114
 SC1114  STATE/COUNTY-  WA/COWLITZ
 SC1114  USGS QUAD   -  RAINIER (1990)
 SC1114
 SC1114                         *CURRENT SURVEY CONTROL
 SC1114  ___________________________________________________________________
 SC1114* NAD 83(1986)-  46 06 28.     (N)    122 57 24.     (W)     SCALED    
 SC1114* NAVD 88     -        10.760  (meters)      35.30   (feet)  ADJUSTED  
 SC1114  ___________________________________________________________________
 SC1114  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SC1114  DYNAMIC HT  -          10.761 (meters)      35.30  (feet)  COMP
 SC1114  MODELED GRAV-     980,682.7   (mgal)                       NAVD 88
 SC1114
 SC1114  VERT ORDER  -  FIRST     CLASS II
 SC1114
 SC1114.The horizontal coordinates were scaled from a topographic map and have
 SC1114.an estimated accuracy of +/- 6 seconds.
 SC1114
 SC1114.The orthometric height was determined by differential leveling
 SC1114.and adjusted by the National Geodetic Survey in June 1991..
 SC1114
 SC1114.The geoid height was determined by GEOID03.
 SC1114
 SC1114.The dynamic height is computed by dividing the NAVD 88
 SC1114.geopotential number by the normal gravity value computed on the
 SC1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1114.degrees latitude (g = 980.6199 gals.).
 SC1114
 SC1114.The modeled gravity was interpolated from observed gravity values.
 SC1114
 SC1114;                    North         East    Units  Estimated Accuracy
 SC1114;SPC WA S     -    89,040.      310,110.      MT  (+/- 180 meters Scaled)
 SC1114
 SC1114                          SUPERSEDED SURVEY CONTROL
 SC1114
 SC1114.No superseded survey control is available for this station.
 SC1114
 SC1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES033060(NAD 83)
 SC1114_MARKER: DJ = TIDAL STATION DISK
 SC1114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC1114_SP_SET: BOOM SUPPORT
 SC1114_STAMPING: LVW-C 1985
 SC1114_MARK LOGO: NOS   
 SC1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1114
 SC1114  HISTORY     - Date     Condition        Report By
 SC1114  HISTORY     - 1985     MONUMENTED       NOS
 SC1114  HISTORY     - 1987     GOOD             NGS
 SC1114  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 SC1114
 SC1114                          STATION DESCRIPTION
 SC1114
 SC1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1114'2.9 KM (1.80 MI) SW FROM LONGVIEW.
 SC1114'1.4 KM (0.85 MI) SOUTHWEST ALONG STATE HIGHWAY 433 FROM THE JUNCTION
 SC1114'OF STATE HIGHWAY 432 IN LONGVIEW, THENCE 0.9 KM (0.55 MI) SOUTHWEST
 SC1114'ALONG WEST PORT WAY, THENCE 0.6 KM (0.35 MI) SOUTHEASTERLY ALONG A
 SC1114'PAVED ROAD LEADING TO THE PORT OF LONGVIEW DOCKS, IN THE NORTHEAST
 SC1114'CORNER OF A 14 BY 14 FOOT CONCRETE SUPPORT FOR THE COLUMBIA GIANT
 SC1114'LOADING BOOM AT BERTH NUMBER 3, 68.4 M (224.4 FT) NORTHEAST OF THE
 SC1114'CENTER OF THE ROAD, 24.1 M (79.1 FT) EAST-SOUTHEAST OF THE NORTHEAST
 SC1114'CORNER OF TRANSIT SHED NUMBER 3, 4.9 M (16.1 FT) SOUTHWEST OF THE
 SC1114'NEAR RAIL OF THE UNION PACIFIC RAILROAD SPUR TRACK, AND 2.9 M (9.5
 SC1114'FT) SOUTH-SOUTHEAST OF A FIRE HYDRANT.
 SC1114'THE MARK IS 1.2 M ABOVE ROAD.
 SC1114
 SC1114                          STATION RECOVERY (2004)
 SC1114
 SC1114'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC1114'THE COLUMBIA GIANT LOADING BOOM AND THE 14 BY 14 BASE SUPPORT HAVE
 SC1114'BEEN REMOVED. PORT OF LONGVIEW ENGINEERS DO NOT KNOW WHAT HAPPENED TO
 SC1114'THE DISK. THIS STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1112 ***********************************************************************
 SC1112  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1112  DESIGNATION -  944 0422 TIDAL 5
 SC1112  PID         -  SC1112
 SC1112  STATE/COUNTY-  WA/COWLITZ
 SC1112  USGS QUAD   -  RAINIER (1990)
 SC1112
 SC1112                         *CURRENT SURVEY CONTROL
 SC1112  ___________________________________________________________________
 SC1112* NAD 83(1986)-  46 06 30.     (N)    122 57 29.     (W)     SCALED    
 SC1112* NAVD 88     -         9.103  (meters)      29.87   (feet)  ADJUSTED  
 SC1112  ___________________________________________________________________
 SC1112  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SC1112  DYNAMIC HT  -           9.104 (meters)      29.87  (feet)  COMP
 SC1112  MODELED GRAV-     980,682.5   (mgal)                       NAVD 88
 SC1112
 SC1112  VERT ORDER  -  FIRST     CLASS II
 SC1112
 SC1112.The horizontal coordinates were scaled from a topographic map and have
 SC1112.an estimated accuracy of +/- 6 seconds.
 SC1112
 SC1112.The orthometric height was determined by differential leveling
 SC1112.and adjusted by the National Geodetic Survey in June 1991..
 SC1112
 SC1112.This Tidal Bench Mark is designated as VM 16639
 SC1112.by the Center for Operational Oceanographic Products and Services.
 SC1112
 SC1112.The geoid height was determined by GEOID03.
 SC1112
 SC1112.The dynamic height is computed by dividing the NAVD 88
 SC1112.geopotential number by the normal gravity value computed on the
 SC1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1112.degrees latitude (g = 980.6199 gals.).
 SC1112
 SC1112.The modeled gravity was interpolated from observed gravity values.
 SC1112
 SC1112;                    North         East    Units  Estimated Accuracy
 SC1112;SPC WA S     -    89,100.      310,000.      MT  (+/- 180 meters Scaled)
 SC1112
 SC1112                          SUPERSEDED SURVEY CONTROL
 SC1112
 SC1112.No superseded survey control is available for this station.
 SC1112
 SC1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES032060(NAD 83)
 SC1112_MARKER: DJ = TIDAL STATION DISK
 SC1112_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC1112+WITH SETTING: PAVEMENT
 SC1112_SP_SET: GATE BASE
 SC1112_STAMPING: NO 5 1949
 SC1112_MARK LOGO: CGS   
 SC1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1112+STABILITY: SURFACE MOTION
 SC1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1112+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 SC1112
 SC1112  HISTORY     - Date     Condition        Report By
 SC1112  HISTORY     - 1949     MONUMENTED       CGS
 SC1112  HISTORY     - 1987     GOOD             NGS
 SC1112  HISTORY     - 20040707 GOOD             USPSQD
 SC1112  HISTORY     - 20050928 GOOD             USPSQD
 SC1112
 SC1112                          STATION DESCRIPTION
 SC1112
 SC1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1112'2.3 KM (1.45 MI) SW FROM LONGVIEW.
 SC1112'1.4 KM (0.85 MI) SOUTHWEST ALONG STATE HIGHWAY 433 FROM THE JUNCTION
 SC1112'OF STATE HIGHWAY 432 IN LONGVIEW, THENCE 0.9 KM (0.55 MI) SOUTHWEST
 SC1112'ALONG WEST PORT WAY, IN THE OLD CONCRETE BASE OF A GATE POST, 20.5 M
 SC1112'(67.3 FT) SOUTHEAST OF THE CENTER OF OREGON WAY, 5.5 M (18.0 FT)
 SC1112'SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD SOUTHEAST OF THE DOCK
 SC1112'WAREHOUSES, AND 4.9 M (16.1 FT) EAST OF THE NORTHEAST CORNER OF THE
 SC1112'PORT OF LONGVIEW OFFICE.  NOTE--ACCESS TO THE MARK IS THROUGH AN
 SC1112'8-INCH STEEL COVER.
 SC1112'THE MARK IS 0.2 M BELOW THE PAVED ROAD.
 SC1112
 SC1112                          STATION RECOVERY (2004)
 SC1112
 SC1112'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC1112'RECOVERED IN GOOD CONDITION.
 SC1112
 SC1112                          STATION RECOVERY (2005)
 SC1112
 SC1112'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 SC1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1111 ***********************************************************************
 SC1111  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1111  DESIGNATION -  944 0422 TIDAL 6
 SC1111  PID         -  SC1111
 SC1111  STATE/COUNTY-  WA/COWLITZ
 SC1111  USGS QUAD   -  RAINIER (1990)
 SC1111
 SC1111                         *CURRENT SURVEY CONTROL
 SC1111  ___________________________________________________________________
 SC1111* NAD 83(1986)-  46 06 29.     (N)    122 57 28.     (W)     SCALED    
 SC1111* NAVD 88     -         9.955  (meters)      32.66   (feet)  ADJUSTED  
 SC1111  ___________________________________________________________________
 SC1111  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SC1111  DYNAMIC HT  -           9.956 (meters)      32.66  (feet)  COMP
 SC1111  MODELED GRAV-     980,682.4   (mgal)                       NAVD 88
 SC1111
 SC1111  VERT ORDER  -  FIRST     CLASS II
 SC1111
 SC1111.The horizontal coordinates were scaled from a topographic map and have
 SC1111.an estimated accuracy of +/- 6 seconds.
 SC1111
 SC1111.The orthometric height was determined by differential leveling
 SC1111.and adjusted by the National Geodetic Survey in June 1991..
 SC1111
 SC1111.This Tidal Bench Mark is designated as VM 16640
 SC1111.by the Center for Operational Oceanographic Products and Services.
 SC1111
 SC1111.The geoid height was determined by GEOID03.
 SC1111
 SC1111.The dynamic height is computed by dividing the NAVD 88
 SC1111.geopotential number by the normal gravity value computed on the
 SC1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1111.degrees latitude (g = 980.6199 gals.).
 SC1111
 SC1111.The modeled gravity was interpolated from observed gravity values.
 SC1111
 SC1111;                    North         East    Units  Estimated Accuracy
 SC1111;SPC WA S     -    89,070.      310,020.      MT  (+/- 180 meters Scaled)
 SC1111
 SC1111                          SUPERSEDED SURVEY CONTROL
 SC1111
 SC1111.No superseded survey control is available for this station.
 SC1111
 SC1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES032060(NAD 83)
 SC1111_MARKER: DB = BENCH MARK DISK
 SC1111_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SC1111_SP_SET: PIER
 SC1111_STAMPING: 6 1951
 SC1111_MARK LOGO: CGS   
 SC1111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC1111+STABILITY: POSITION/ELEVATION WELL
 SC1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1111+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 SC1111
 SC1111  HISTORY     - Date     Condition        Report By
 SC1111  HISTORY     - 1951     MONUMENTED       CGS
 SC1111  HISTORY     - 1987     GOOD             NGS
 SC1111  HISTORY     - 20040707 GOOD             USPSQD
 SC1111  HISTORY     - 20050928 GOOD             USPSQD
 SC1111
 SC1111                          STATION DESCRIPTION
 SC1111
 SC1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1111'2.3 KM (1.45 MI) SW FROM LONGVIEW.
 SC1111'1.4 KM (0.85 MI) SOUTHWEST ALONG STATE HIGHWAY 433 FROM THE JUNCTION
 SC1111'OF STATE HIGHWAY 432 IN LONGVIEW, THENCE 0.9 KM (0.55 MI) SOUTHWEST
 SC1111'ALONG WEST PORT WAY, IN THE SOUTHEAST CORNER OF THE NORTHEAST
 SC1111'CONCRETE PILE CAP OF THE FOURTH PIER NORTHEAST OF THE NORTHEAST BANK
 SC1111'OF THE COLUMBIA RIVER, 28.8 M (94.5 FT) NORTHWEST OF THE CENTER OF
 SC1111'OREGAN WAY, 25.5 M (83.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 SC1111'PORT OFFICE, 5.2 M (17.1 FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD
 SC1111'LEADING NORTHWEST, AND 0.3 M (1.0 FT) SOUTHEAST OF THE SOUTHEAST
 SC1111'CORNER OF THE STEEL LEG OF THE PIER.
 SC1111'THE MARK IS 1.2 M ABOVE THE STREET.
 SC1111
 SC1111                          STATION RECOVERY (2004)
 SC1111
 SC1111'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC1111'RECOVERED IN GOOD CONDITION.
 SC1111
 SC1111                          STATION RECOVERY (2005)
 SC1111
 SC1111'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 SC1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1009 ***********************************************************************
 SC1009  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1009  DESIGNATION -  944 0573 A TIDAL
 SC1009  PID         -  SC1009
 SC1009  STATE/COUNTY-  WA/PACIFIC
 SC1009  USGS QUAD   -  CHINOOK (1984)
 SC1009
 SC1009                         *CURRENT SURVEY CONTROL
 SC1009  ___________________________________________________________________
 SC1009* NAD 83(1986)-  46 16 16.     (N)    123 56 56.     (W)     SCALED    
 SC1009* NAVD 88     -         3.440  (meters)      11.29   (feet)  ADJUSTED  
 SC1009  ___________________________________________________________________
 SC1009  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 SC1009  DYNAMIC HT  -           3.440 (meters)      11.29  (feet)  COMP
 SC1009  MODELED GRAV-     980,714.1   (mgal)                       NAVD 88
 SC1009
 SC1009  VERT ORDER  -  FIRST     CLASS II
 SC1009
 SC1009.The horizontal coordinates were scaled from a topographic map and have
 SC1009.an estimated accuracy of +/- 6 seconds.
 SC1009
 SC1009.The orthometric height was determined by differential leveling
 SC1009.and adjusted by the National Geodetic Survey in June 1991..
 SC1009
 SC1009.This Tidal Bench Mark is designated as VM 8936
 SC1009.by the Center for Operational Oceanographic Products and Services.
 SC1009
 SC1009.The geoid height was determined by GEOID03.
 SC1009
 SC1009.The dynamic height is computed by dividing the NAVD 88
 SC1009.geopotential number by the normal gravity value computed on the
 SC1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1009.degrees latitude (g = 980.6199 gals.).
 SC1009
 SC1009.The modeled gravity was interpolated from observed gravity values.
 SC1009
 SC1009;                    North         East    Units  Estimated Accuracy
 SC1009;SPC WA S     -   110,040.      234,250.      MT  (+/- 180 meters Scaled)
 SC1009
 SC1009                          SUPERSEDED SURVEY CONTROL
 SC1009
 SC1009.No superseded survey control is available for this station.
 SC1009
 SC1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS268246(NAD 83)
 SC1009_MARKER: DJ = TIDAL STATION DISK
 SC1009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC1009_SP_SET: LOADING RAMP FOUNDATION
 SC1009_STAMPING: 0573 A 1981
 SC1009_MARK LOGO: NOS   
 SC1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC1009+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 SC1009
 SC1009  HISTORY     - Date     Condition        Report By
 SC1009  HISTORY     - 1981     MONUMENTED       NOS
 SC1009  HISTORY     - 1987     GOOD             NGS
 SC1009  HISTORY     - 1988     GOOD             USPSQD
 SC1009  HISTORY     - 20020202 MARK NOT FOUND   USPSQD
 SC1009  HISTORY     - 20060916 GOOD             GEOCAC
 SC1009
 SC1009                          STATION DESCRIPTION
 SC1009
 SC1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1009'IN CHINOOK.
 SC1009'IN CHINOOK, AT THE SOUTHWEST END OF VALLEY STREET, IN TOP AND 1.0 M
 SC1009'(3.3 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE FOUNDATION OF A
 SC1009'LOADING RAMP OF THE CHINOOK PACKING COMPANY, 21.3 M (69.9 FT) EAST OF
 SC1009'THE ENTRANCE DOOR OF THE COMPANY, 1.0 M (3.3 FT) BELOW THE TOP OF THE
 SC1009'RAMP, 1.0 M (3.3 FT) BELOW AN ASPHALT PARKING LOT.
 SC1009'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 SC1009
 SC1009                          STATION RECOVERY (1988)
 SC1009
 SC1009'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMN)
 SC1009'RECOVERED IN GOOD CONDITION.
 SC1009
 SC1009                          STATION RECOVERY (2002)
 SC1009
 SC1009'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCC)
 SC1009'MARK NOT FOUND.
 SC1009
 SC1009                          STATION RECOVERY (2006)
 SC1009
 SC1009'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 SC1009'HANDHELD COORDINATES ARE N46-16-15.96 W123-56-53.64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1010 ***********************************************************************
 SC1010  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1010  DESIGNATION -  944 0573 B TIDAL
 SC1010  PID         -  SC1010
 SC1010  STATE/COUNTY-  WA/PACIFIC
 SC1010  USGS QUAD   -  CHINOOK (1984)
 SC1010
 SC1010                         *CURRENT SURVEY CONTROL
 SC1010  ___________________________________________________________________
 SC1010* NAD 83(1986)-  46 16 23.     (N)    123 56 48.     (W)     SCALED    
 SC1010* NAVD 88     -         4.541  (meters)      14.90   (feet)  ADJUSTED  
 SC1010  ___________________________________________________________________
 SC1010  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 SC1010  DYNAMIC HT  -           4.542 (meters)      14.90  (feet)  COMP
 SC1010  MODELED GRAV-     980,713.8   (mgal)                       NAVD 88
 SC1010
 SC1010  VERT ORDER  -  FIRST     CLASS II
 SC1010
 SC1010.The horizontal coordinates were scaled from a topographic map and have
 SC1010.an estimated accuracy of +/- 6 seconds.
 SC1010
 SC1010.The orthometric height was determined by differential leveling
 SC1010.and adjusted by the National Geodetic Survey in June 1991..
 SC1010
 SC1010.This Tidal Bench Mark is designated as VM 8937
 SC1010.by the Center for Operational Oceanographic Products and Services.
 SC1010
 SC1010.The geoid height was determined by GEOID03.
 SC1010
 SC1010.The dynamic height is computed by dividing the NAVD 88
 SC1010.geopotential number by the normal gravity value computed on the
 SC1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1010.degrees latitude (g = 980.6199 gals.).
 SC1010
 SC1010.The modeled gravity was interpolated from observed gravity values.
 SC1010
 SC1010;                    North         East    Units  Estimated Accuracy
 SC1010;SPC WA S     -   110,250.      234,430.      MT  (+/- 180 meters Scaled)
 SC1010
 SC1010                          SUPERSEDED SURVEY CONTROL
 SC1010
 SC1010.No superseded survey control is available for this station.
 SC1010
 SC1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS270248(NAD 83)
 SC1010_MARKER: DJ = TIDAL STATION DISK
 SC1010_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC1010_SP_SET: FLAG POLE FOUNDATION
 SC1010_STAMPING: 0573 B 1981
 SC1010_MARK LOGO: NOS   
 SC1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC1010+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 SC1010
 SC1010  HISTORY     - Date     Condition        Report By
 SC1010  HISTORY     - 1981     MONUMENTED       NOS
 SC1010  HISTORY     - 1987     GOOD             NGS
 SC1010  HISTORY     - 1988     GOOD             USPSQD
 SC1010  HISTORY     - 20020202 GOOD             USPSQD
 SC1010  HISTORY     - 20050317 GOOD             USACE
 SC1010  HISTORY     - 20060916 GOOD             GEOCAC
 SC1010
 SC1010                          STATION DESCRIPTION
 SC1010
 SC1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1010'IN CHINOOK.
 SC1010'IN CHINOOK, AT THE POST OFFICE, ABOUT 1/2 BLOCK NORTHWEST OF THE
 SC1010'INTERSECTION OF VALLEY STREET AND MAIN STREET (US HIGHWAY 101), 11.5
 SC1010'M (37.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.5 M (14.8
 SC1010'FT) NORTH OF A FIRE HYDRANT, 0.3 M (1.0 FT) SOUTH OF THE BASE OF A
 SC1010'METAL FLAG POLE.
 SC1010'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 SC1010
 SC1010                          STATION RECOVERY (1988)
 SC1010
 SC1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMN)
 SC1010'RECOVERED IN GOOD CONDITION.
 SC1010
 SC1010                          STATION RECOVERY (2002)
 SC1010
 SC1010'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCC)
 SC1010'RECOVERED IN GOOD CONDITION.
 SC1010
 SC1010                          STATION RECOVERY (2005)
 SC1010
 SC1010'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (CLB)
 SC1010'THE MARK IS IN THE CONCRETE BASE OF THE FLAGPOLE AT THE POST OFFICE
 SC1010
 SC1010                          STATION RECOVERY (2006)
 SC1010
 SC1010'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 SC1010'HANDHELD COORDINATES ARE N46-16-24.48 W123-56-45.36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1008 ***********************************************************************
 SC1008  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1008  DESIGNATION -  944 0573 TIDAL 2
 SC1008  PID         -  SC1008
 SC1008  STATE/COUNTY-  WA/PACIFIC
 SC1008  USGS QUAD   -  CHINOOK (1984)
 SC1008
 SC1008                         *CURRENT SURVEY CONTROL
 SC1008  ___________________________________________________________________
 SC1008* NAD 83(1986)-  46 16 22.     (N)    123 56 46.     (W)     SCALED    
 SC1008* NAVD 88     -         4.249  (meters)      13.94   (feet)  ADJUSTED  
 SC1008  ___________________________________________________________________
 SC1008  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 SC1008  DYNAMIC HT  -           4.249 (meters)      13.94  (feet)  COMP
 SC1008  MODELED GRAV-     980,713.8   (mgal)                       NAVD 88
 SC1008
 SC1008  VERT ORDER  -  FIRST     CLASS II
 SC1008
 SC1008.The horizontal coordinates were scaled from a topographic map and have
 SC1008.an estimated accuracy of +/- 6 seconds.
 SC1008
 SC1008.The orthometric height was determined by differential leveling
 SC1008.and adjusted by the National Geodetic Survey in June 1991..
 SC1008
 SC1008.This Tidal Bench Mark is designated as VM 8934
 SC1008.by the Center for Operational Oceanographic Products and Services.
 SC1008
 SC1008.The geoid height was determined by GEOID03.
 SC1008
 SC1008.The dynamic height is computed by dividing the NAVD 88
 SC1008.geopotential number by the normal gravity value computed on the
 SC1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1008.degrees latitude (g = 980.6199 gals.).
 SC1008
 SC1008.The modeled gravity was interpolated from observed gravity values.
 SC1008
 SC1008;                    North         East    Units  Estimated Accuracy
 SC1008;SPC WA S     -   110,220.      234,470.      MT  (+/- 180 meters Scaled)
 SC1008
 SC1008                          SUPERSEDED SURVEY CONTROL
 SC1008
 SC1008.No superseded survey control is available for this station.
 SC1008
 SC1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS271247(NAD 83)
 SC1008_MARKER: DJ = TIDAL STATION DISK
 SC1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1008_SP_SET: CONCRETE POST
 SC1008_STAMPING: 2 1933
 SC1008_MARK LOGO: CGS   
 SC1008_PROJECTION: RECESSED 10 CENTIMETERS
 SC1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1008+STABILITY: SURFACE MOTION
 SC1008
 SC1008  HISTORY     - Date     Condition        Report By
 SC1008  HISTORY     - 1933     MONUMENTED       CGS
 SC1008  HISTORY     - 1987     GOOD             NGS
 SC1008  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SC1008  HISTORY     - 19981012 GOOD             USPSQD
 SC1008  HISTORY     - 20020202 MARK NOT FOUND   USPSQD
 SC1008
 SC1008                          STATION DESCRIPTION
 SC1008
 SC1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1008'IN CHINOOK.
 SC1008'IN CHINOOK, AT THE INTERSECTION OF VALLEY AND MAIN STREETS (US
 SC1008'HIGHWAY 101), 12.2 M (40.0 FT) SOUTHWEST OF THE CENTERLINE OF MAIN
 SC1008'STREET, 5.2 M (17.1 FT) SOUTHEAST OF THE CENTERLINE OF VALLEY STREET,
 SC1008'1.8 M (5.9 FT) SOUTHWEST OF THE NORTH CORNER OF THE CHINOOK FRIENDLY
 SC1008'GROCERY STORE, 0.24 M (0.8 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A
 SC1008'CONCRETE WALKWAY, 0.06 M (0.2 FT) NORTHEAST OF THE PROLONGATION OF A
 SC1008'SIDEWALK EXPANSION JOINT.
 SC1008'THE MARK IS 0.12 M BELOW THE SIDEWALK.
 SC1008
 SC1008                          STATION RECOVERY (1988)
 SC1008
 SC1008'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMN)
 SC1008'MARK NOT FOUND.
 SC1008
 SC1008                          STATION RECOVERY (1998)
 SC1008
 SC1008'RECOVERY NOTE BY US POWER SQUADRON 1998
 SC1008'RECOVERED IN GOOD CONDITION.
 SC1008
 SC1008                          STATION RECOVERY (2002)
 SC1008
 SC1008'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCC)
 SC1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0299 ***********************************************************************
 SD0299  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0299  DESIGNATION -  944 0574 A TIDAL
 SD0299  PID         -  SD0299
 SD0299  STATE/COUNTY-  WA/PACIFIC
 SD0299  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0299
 SD0299                         *CURRENT SURVEY CONTROL
 SD0299  ___________________________________________________________________
 SD0299* NAD 83(1998)-  46 16 22.40186(N)    124 04 25.71916(W)     ADJUSTED  
 SD0299* NAVD 88     -         4.872  (meters)      15.98   (feet)  ADJUSTED  
 SD0299  ___________________________________________________________________
 SD0299  X           -  -2,474,354.918 (meters)                     COMP
 SD0299  Y           -  -3,658,207.643 (meters)                     COMP
 SD0299  Z           -   4,586,252.281 (meters)                     COMP
 SD0299  LAPLACE CORR-          14.70  (seconds)                    DEFLEC99
 SD0299  ELLIP HEIGHT-         -19.53  (meters)          (07/03/01) GPS OBS
 SD0299  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 SD0299  DYNAMIC HT  -           4.872 (meters)      15.98  (feet)  COMP
 SD0299  MODELED GRAV-     980,706.4   (mgal)                       NAVD 88
 SD0299
 SD0299  HORZ ORDER  -  FIRST
 SD0299  VERT ORDER  -  FIRST     CLASS II
 SD0299  ELLP ORDER  -  FIFTH     CLASS I
 SD0299
 SD0299.The horizontal coordinates were established by GPS observations
 SD0299.and adjusted by the National Geodetic Survey in July 2001..
 SD0299.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SD0299.DATUM ITEM on the data sheet items page.
 SD0299
 SD0299.The orthometric height was determined by differential leveling
 SD0299.and adjusted by the National Geodetic Survey in June 1991..
 SD0299
 SD0299.This Tidal Bench Mark is designated as VM 8938
 SD0299.by the Center for Operational Oceanographic Products and Services.
 SD0299
 SD0299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SD0299
 SD0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0299
 SD0299.The ellipsoidal height was determined by GPS observations
 SD0299.and is referenced to NAD 83.
 SD0299
 SD0299.The geoid height was determined by GEOID03.
 SD0299
 SD0299.The dynamic height is computed by dividing the NAVD 88
 SD0299.geopotential number by the normal gravity value computed on the
 SD0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0299.degrees latitude (g = 980.6199 gals.).
 SD0299
 SD0299.The modeled gravity was interpolated from observed gravity values.
 SD0299
 SD0299;                    North         East     Units Scale Factor Converg.
 SD0299;SPC WA S     -   110,670.371   224,638.628   MT  0.99992937   -2 35 45.6
 SD0299;SPC WA S     -   363,091.04    737,001.90   sFT  0.99992937   -2 35 45.6
 SD0299;UTM  10      - 5,124,928.410   417,262.254   MT  0.99968415   -0 46 33.7
 SD0299
 SD0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0299!SPC WA S     -   1.00000306  x   0.99992937  =   0.99993243
 SD0299!UTM  10      -   1.00000306  x   0.99968415  =   0.99968721
 SD0299
 SD0299                          SUPERSEDED SURVEY CONTROL
 SD0299
 SD0299  NAD 83(1991)-  46 16 22.39978(N)    124 04 25.72046(W) AD(       ) 1
 SD0299  ELLIP H (01/20/99)  -19.50   (m)                       GP(       ) 3 2
 SD0299  NAVD 88 (01/20/99)    4.87   (m)           16.0    (f) LEVELING    3  
 SD0299
 SD0299.Superseded values are not recommended for survey control.
 SD0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0299.See file dsdata.txt to determine how the superseded data were derived.
 SD0299
 SD0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1726224928(NAD 83)
 SD0299_MARKER: DJ = TIDAL STATION DISK
 SD0299_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0299_SP_SET: STAINLESS STEEL ROD
 SD0299_STAMPING: 0574 A 1982
 SD0299_MARK LOGO: NOS   
 SD0299_PROJECTION: RECESSED 10 CENTIMETERS
 SD0299_MAGNETIC: I = MARKER IS A STEEL ROD
 SD0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0299+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 SD0299_ROD/PIPE-DEPTH: 10   meters
 SD0299
 SD0299  HISTORY     - Date     Condition        Report By
 SD0299  HISTORY     - 1982     MONUMENTED       NOS
 SD0299  HISTORY     - 1987     GOOD             NGS
 SD0299  HISTORY     - 1989     GOOD             USPSQD
 SD0299  HISTORY     - 19971204 GOOD             WADECO
 SD0299  HISTORY     - 20000621 GOOD             WADECO
 SD0299  HISTORY     - 20060916 GOOD             GEOCAC
 SD0299
 SD0299                          STATION DESCRIPTION
 SD0299
 SD0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0299'5.7 KM (3.55 MI) SOUTH FROM ILWACO.
 SD0299'0.16 KM (0.10 MI) WEST ALONG SPRUCE STREET FROM THE JUNCTION OF FIRST
 SD0299'STREET SOUTH AND US HIGHWAY 101 NORTH IN ILWACO, THENCE 3.6 KM (2.25
 SD0299'MI) SOUTH ALONG 2ND AVENUE TO THE ENTRANCE GATE TO CANBY PARK, THENCE
 SD0299'1.93 KM (1.20 MI) SOUTHWEST ALONG JETTY ROAD, 50.0 M (164.0 FT)
 SD0299'NORTHEAST OF THE NORTHEAST SHOULDER OF A ROAD LEADING SOUTHEAST OF A
 SD0299'PARKING LOT, 7.0 M (23.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF JETTY
 SD0299'ROAD.
 SD0299'THE MARK IS 0.91 METERS  N FROM  A WITNESS POST
 SD0299'THE MARK IS 0.3 M ABOVE THE ROAD.
 SD0299
 SD0299                          STATION RECOVERY (1989)
 SD0299
 SD0299'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SD0299'RECOVERED IN GOOD CONDITION.
 SD0299
 SD0299                          STATION RECOVERY (1997)
 SD0299
 SD0299'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 SD0299'RECOVERED AS DESCRIBED.
 SD0299
 SD0299                          STATION RECOVERY (2000)
 SD0299
 SD0299'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 2000 (RCD)
 SD0299'RECOVERED IN GOOD CONDITION.
 SD0299'THE STATION WAS COVERED BY BLOWING SAND, ORANGE WITNESS POSTS PLACED 1
 SD0299'M SOUTHEAST AND 1 M NORTHWEST OF THE STATION. THE STATION IS 391.08 M
 SD0299'SOUTH AND 588.40 M WEST OF STATION 944 0574 C TIDAL (SD0297).
 SD0299
 SD0299                          STATION RECOVERY (2006)
 SD0299
 SD0299'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 SD0299'THE DUNES ALONG THE SOUTH SIDE HAVE BEEN BUILT UP, AND THE STATION IS
 SD0299'NOW ABOUT FOUR FEET BELOW THE TOP OF THE DUNES.  IT LIES IN A
 SD0299'DEPRESSION, AND ABOUT 18 INCHES BELOW THE LOCAL SURFACE IN A FIVE-INCH
 SD0299'PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0298 ***********************************************************************
 SD0298  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0298  DESIGNATION -  944 0574 B TIDAL
 SD0298  PID         -  SD0298
 SD0298  STATE/COUNTY-  WA/PACIFIC
 SD0298  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0298
 SD0298                         *CURRENT SURVEY CONTROL
 SD0298  ___________________________________________________________________
 SD0298* NAD 83(1986)-  46 16 24.     (N)    124 04 16.     (W)     SCALED    
 SD0298* NAVD 88     -         4.705  (meters)      15.44   (feet)  ADJUSTED  
 SD0298  ___________________________________________________________________
 SD0298  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SD0298  DYNAMIC HT  -           4.705 (meters)      15.44  (feet)  COMP
 SD0298  MODELED GRAV-     980,707.1   (mgal)                       NAVD 88
 SD0298
 SD0298  VERT ORDER  -  FIRST     CLASS II
 SD0298
 SD0298.The horizontal coordinates were scaled from a topographic map and have
 SD0298.an estimated accuracy of +/- 6 seconds.
 SD0298
 SD0298.The orthometric height was determined by differential leveling
 SD0298.and adjusted by the National Geodetic Survey in June 1991..
 SD0298
 SD0298.This Tidal Bench Mark is designated as VM 8939
 SD0298.by the Center for Operational Oceanographic Products and Services.
 SD0298
 SD0298.The geoid height was determined by GEOID03.
 SD0298
 SD0298.The dynamic height is computed by dividing the NAVD 88
 SD0298.geopotential number by the normal gravity value computed on the
 SD0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0298.degrees latitude (g = 980.6199 gals.).
 SD0298
 SD0298.The modeled gravity was interpolated from observed gravity values.
 SD0298
 SD0298;                    North         East    Units  Estimated Accuracy
 SD0298;SPC WA S     -   110,710.      224,850.      MT  (+/- 180 meters Scaled)
 SD0298
 SD0298                          SUPERSEDED SURVEY CONTROL
 SD0298
 SD0298.No superseded survey control is available for this station.
 SD0298
 SD0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS174249(NAD 83)
 SD0298_MARKER: DJ = TIDAL STATION DISK
 SD0298_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0298_SP_SET: STAINLESS STEEL ROD
 SD0298_STAMPING: 0574 B 1982
 SD0298_MARK LOGO: NOS   
 SD0298_PROJECTION: RECESSED 30 CENTIMETERS
 SD0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0298_ROD/PIPE-DEPTH: 14.6 meters
 SD0298
 SD0298  HISTORY     - Date     Condition        Report By
 SD0298  HISTORY     - 1982     MONUMENTED       NOS
 SD0298  HISTORY     - 1987     GOOD             NGS
 SD0298  HISTORY     - 1989     GOOD             USPSQD
 SD0298
 SD0298                          STATION DESCRIPTION
 SD0298
 SD0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0298'5.4 KM (3.35 MI) SOUTH FROM ILWACO.
 SD0298'0.16 KM (0.10 MI) WEST ALONG SPRUCE STREET FROM THE JUNCTION OF FIRST
 SD0298'STREET SOUTH AND US HIGHWAY 101 NORTH IN ILWACO, THENCE 3.6 KM (2.25
 SD0298'MI) SOUTH ALONG 2ND AVENUE TO THE ENTRANCE GATE TO CANBY PARK, THENCE
 SD0298'1.6 KM (1.00 MI) SOUTHWEST ALONG JETTY ROAD, 8.23 M (27.0 FT) SOUTH
 SD0298'OF THE SOUTH EDGE OF THE ROAD.
 SD0298'THE MARK IS 0.61 METERS  N FROM  A WITNESS POST
 SD0298'THE MARK IS 0.45 M BELOW THE ROAD.
 SD0298
 SD0298                          STATION RECOVERY (1989)
 SD0298
 SD0298'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SD0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0297 ***********************************************************************
 SD0297  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0297  DESIGNATION -  944 0574 C TIDAL
 SD0297  PID         -  SD0297
 SD0297  STATE/COUNTY-  WA/PACIFIC
 SD0297  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0297
 SD0297                         *CURRENT SURVEY CONTROL
 SD0297  ___________________________________________________________________
 SD0297* NAD 83(1986)-  46 16 36.     (N)    124 03 59.     (W)     SCALED    
 SD0297* NAVD 88     -         4.678  (meters)      15.35   (feet)  ADJUSTED  
 SD0297  ___________________________________________________________________
 SD0297  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 SD0297  DYNAMIC HT  -           4.678 (meters)      15.35  (feet)  COMP
 SD0297  MODELED GRAV-     980,708.0   (mgal)                       NAVD 88
 SD0297
 SD0297  VERT ORDER  -  FIRST     CLASS II
 SD0297
 SD0297.The horizontal coordinates were scaled from a topographic map and have
 SD0297.an estimated accuracy of +/- 6 seconds.
 SD0297
 SD0297.The orthometric height was determined by differential leveling
 SD0297.and adjusted by the National Geodetic Survey in June 1991..
 SD0297
 SD0297.This Tidal Bench Mark is designated as VM 8940
 SD0297.by the Center for Operational Oceanographic Products and Services.
 SD0297
 SD0297.The geoid height was determined by GEOID03.
 SD0297
 SD0297.The dynamic height is computed by dividing the NAVD 88
 SD0297.geopotential number by the normal gravity value computed on the
 SD0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0297.degrees latitude (g = 980.6199 gals.).
 SD0297
 SD0297.The modeled gravity was interpolated from observed gravity values.
 SD0297
 SD0297;                    North         East    Units  Estimated Accuracy
 SD0297;SPC WA S     -   111,060.      225,230.      MT  (+/- 180 meters Scaled)
 SD0297
 SD0297                          SUPERSEDED SURVEY CONTROL
 SD0297
 SD0297.No superseded survey control is available for this station.
 SD0297
 SD0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS178253(NAD 83)
 SD0297_MARKER: DJ = TIDAL STATION DISK
 SD0297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0297_SP_SET: STAINLESS STEEL ROD
 SD0297_STAMPING: 0574 C 1982
 SD0297_MARK LOGO: NOS   
 SD0297_PROJECTION: RECESSED 15 CENTIMETERS
 SD0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0297+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 SD0297_ROD/PIPE-DEPTH: 13.4 meters
 SD0297
 SD0297  HISTORY     - Date     Condition        Report By
 SD0297  HISTORY     - 1982     MONUMENTED       NOS
 SD0297  HISTORY     - 1987     GOOD             NGS
 SD0297  HISTORY     - 1989     GOOD             USPSQD
 SD0297  HISTORY     - 20000621 GOOD             WADECO
 SD0297  HISTORY     - 20060430 GOOD             USPSQD
 SD0297
 SD0297                          STATION DESCRIPTION
 SD0297
 SD0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0297'4.9 KM (3.05 MI) SOUTH FROM ILWACO.
 SD0297'0.16 KM (0.10 MI) WEST ALONG SPRUCE STREET FROM THE JUNCTION OF FIRST
 SD0297'STREET SOUTH AND US HIGHWAY 101 NORTH IN ILWACO, THENCE 3.6 KM (2.25
 SD0297'MI) SOUTH ALONG 2ND AVENUE TO THE ENTRANCE GATE AT CANBY PARK, THENCE
 SD0297'1.12 KM (0.70 MI) SOUTHWEST ALONG JETTY ROAD, 3.35 M (11.0 FT)
 SD0297'SOUTHEAST OF THE SOUTHEAST EDGE OF THE ROAD.
 SD0297'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 SD0297'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SD0297
 SD0297                          STATION RECOVERY (1989)
 SD0297
 SD0297'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SD0297'RECOVERED IN GOOD CONDITION.
 SD0297
 SD0297                          STATION RECOVERY (2000)
 SD0297
 SD0297'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 2000 (RCD)
 SD0297'RECOVERED IN GOOD CONDITION.
 SD0297'ORANGE WITNESS POST PLACED 1 M EAST OF THE STATION. THE STATION IS
 SD0297'391.08 M NORTH AND 588.40 M EAST OF STATION 944 0574 A TIDAL (SD0299).
 SD0297' 
 SD0297
 SD0297                          STATION RECOVERY (2006)
 SD0297
 SD0297'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SD0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0296 ***********************************************************************
 SD0296  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0296  DESIGNATION -  944 0574 D TIDAL
 SD0296  PID         -  SD0296
 SD0296  STATE/COUNTY-  WA/PACIFIC
 SD0296  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0296
 SD0296                         *CURRENT SURVEY CONTROL
 SD0296  ___________________________________________________________________
 SD0296* NAD 83(1986)-  46 16 55.     (N)    124 03 26.     (W)     SCALED    
 SD0296* NAVD 88     -         7.370  (meters)      24.18   (feet)  ADJUSTED  
 SD0296  ___________________________________________________________________
 SD0296  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 SD0296  DYNAMIC HT  -           7.371 (meters)      24.18  (feet)  COMP
 SD0296  MODELED GRAV-     980,710.1   (mgal)                       NAVD 88
 SD0296
 SD0296  VERT ORDER  -  FIRST     CLASS II
 SD0296
 SD0296.The horizontal coordinates were scaled from a topographic map and have
 SD0296.an estimated accuracy of +/- 6 seconds.
 SD0296
 SD0296.The orthometric height was determined by differential leveling
 SD0296.and adjusted by the National Geodetic Survey in June 1991..
 SD0296
 SD0296.This Tidal Bench Mark is designated as VM 8941
 SD0296.by the Center for Operational Oceanographic Products and Services.
 SD0296
 SD0296.The geoid height was determined by GEOID03.
 SD0296
 SD0296.The dynamic height is computed by dividing the NAVD 88
 SD0296.geopotential number by the normal gravity value computed on the
 SD0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0296.degrees latitude (g = 980.6199 gals.).
 SD0296
 SD0296.The modeled gravity was interpolated from observed gravity values.
 SD0296
 SD0296;                    North         East    Units  Estimated Accuracy
 SD0296;SPC WA S     -   111,620.      225,960.      MT  (+/- 180 meters Scaled)
 SD0296
 SD0296                          SUPERSEDED SURVEY CONTROL
 SD0296
 SD0296.No superseded survey control is available for this station.
 SD0296
 SD0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS185259(NAD 83)
 SD0296_MARKER: DJ = TIDAL STATION DISK
 SD0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SD0296_SP_SET: CONCRETE BUNKER
 SD0296_STAMPING: 0574 D 1982
 SD0296_MARK LOGO: NOS   
 SD0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0296
 SD0296  HISTORY     - Date     Condition        Report By
 SD0296  HISTORY     - 1982     MONUMENTED       NOS
 SD0296  HISTORY     - 1987     GOOD             NGS
 SD0296  HISTORY     - 1989     GOOD             USPSQD
 SD0296  HISTORY     - 20040830 MARK NOT FOUND   USPSQD
 SD0296
 SD0296                          STATION DESCRIPTION
 SD0296
 SD0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0296'4.1 KM (2.55 MI) SOUTH FROM ILWACO.
 SD0296'0.16 KM (0.10 MI) WEST ALONG SPRUCE STREET FROM THE JUNCTION OF FIRST
 SD0296'STREET SOUTH AND US HIGHWAY 101 NORTH IN ILWACO, THENCE 3.6 KM (2.25
 SD0296'MI) SOUTH ALONG 2ND AVENUE TO THE ENTRANCE GATE TO CANBY PARK, THENCE
 SD0296'0.32 KM (0.20 MI) SOUTHWEST ALONG JETTY ROAD, IN TOP OF THE NORTHWEST
 SD0296'CORNER OF A WORLD WAR 2 CONCRETE BUNKER, 44.5 M (146.0 FT) SOUTHEAST
 SD0296'OF THE SOUTHEAST CORNER OF A CANBY PARK RESTROOM BUILDING, 0.27 M
 SD0296'(0.9 FT) SOUTH OF THE NORTH EDGE OF THE BUNKER.
 SD0296'THE MARK IS 1.2 M ABOVE THE GROUND.
 SD0296
 SD0296                          STATION RECOVERY (1989)
 SD0296
 SD0296'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SD0296'RECOVERED IN GOOD CONDITION.
 SD0296
 SD0296                          STATION RECOVERY (2004)
 SD0296
 SD0296'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0302 ***********************************************************************
 SD0302  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0302  DESIGNATION -  944 0574 TIDAL 1
 SD0302  PID         -  SD0302
 SD0302  STATE/COUNTY-  WA/PACIFIC
 SD0302  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0302
 SD0302                         *CURRENT SURVEY CONTROL
 SD0302  ___________________________________________________________________
 SD0302* NAD 83(1986)-  46 16 19.     (N)    124 04 17.     (W)     SCALED    
 SD0302* NAVD 88     -         5.823  (meters)      19.10   (feet)  ADJUSTED  
 SD0302  ___________________________________________________________________
 SD0302  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SD0302  DYNAMIC HT  -           5.824 (meters)      19.11  (feet)  COMP
 SD0302  MODELED GRAV-     980,707.1   (mgal)                       NAVD 88
 SD0302
 SD0302  VERT ORDER  -  FIRST     CLASS II
 SD0302
 SD0302.The horizontal coordinates were scaled from a topographic map and have
 SD0302.an estimated accuracy of +/- 6 seconds.
 SD0302
 SD0302.The orthometric height was determined by differential leveling
 SD0302.and adjusted by the National Geodetic Survey in June 1991..
 SD0302
 SD0302.This Tidal Bench Mark is designated as VM 8942
 SD0302.by the Center for Operational Oceanographic Products and Services.
 SD0302
 SD0302.The geoid height was determined by GEOID03.
 SD0302
 SD0302.The dynamic height is computed by dividing the NAVD 88
 SD0302.geopotential number by the normal gravity value computed on the
 SD0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0302.degrees latitude (g = 980.6199 gals.).
 SD0302
 SD0302.The modeled gravity was interpolated from observed gravity values.
 SD0302
 SD0302;                    North         East    Units  Estimated Accuracy
 SD0302;SPC WA S     -   110,560.      224,820.      MT  (+/- 180 meters Scaled)
 SD0302
 SD0302                          SUPERSEDED SURVEY CONTROL
 SD0302
 SD0302.No superseded survey control is available for this station.
 SD0302
 SD0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS174248(NAD 83)
 SD0302_MARKER: DJ = TIDAL STATION DISK
 SD0302_SETTING: 80 = SET IN A BOULDER
 SD0302_SP_SET: BOULDER
 SD0302_STAMPING: 1 1958
 SD0302_MARK LOGO: CGS   
 SD0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0302+STABILITY: SURFACE MOTION
 SD0302
 SD0302  HISTORY     - Date     Condition        Report By
 SD0302  HISTORY     - 1958     MONUMENTED       CGS
 SD0302  HISTORY     - 1987     GOOD             NGS
 SD0302  HISTORY     - 1989     GOOD             USPSQD
 SD0302  HISTORY     - 20060916 MARK NOT FOUND   GEOCAC
 SD0302
 SD0302                          STATION DESCRIPTION
 SD0302
 SD0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0302'5.9 KM (3.65 MI) SOUTH FROM ILWACO.
 SD0302'0.16 KM (0.10 MI) WEST ALONG SPRUCE STREET FROM THE JUNCTION OF FIRST
 SD0302'STREET SOUTH AND US HIGHWAY 101 NORTH IN ILWACO, THENCE 3.6 KM (2.25
 SD0302'MI) SOUTH ALONG 2ND AVENUE TO THE ENTRANCE GATE TO CANBY PARK, THENCE
 SD0302'1.93 KM (1.20 MI) SOUTHWEST ALONG JETTY ROAD, THENCE 0.15 KM (0.10
 SD0302'MI) SOUTHEAST AND ACROSS COUNTRY TO THE NORTH JETTY, IN TOP OF A
 SD0302'LARGE LIGHT COLORED ROCK AT THE EDGE OF THE COLUMBIA RIVER.
 SD0302'THE MARK IS 3.0 M BELOW THE TOP OF A LEVEE.
 SD0302
 SD0302                          STATION RECOVERY (1989)
 SD0302
 SD0302'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SD0302'RECOVERED IN GOOD CONDITION.
 SD0302
 SD0302                          STATION RECOVERY (2006)
 SD0302
 SD0302'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 SD0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0301 ***********************************************************************
 SD0301  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0301  DESIGNATION -  944 0574 TIDAL 2
 SD0301  PID         -  SD0301
 SD0301  STATE/COUNTY-  WA/PACIFIC
 SD0301  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0301
 SD0301                         *CURRENT SURVEY CONTROL
 SD0301  ___________________________________________________________________
 SD0301* NAD 83(1986)-  46 16 19.     (N)    124 04 17.     (W)     SCALED    
 SD0301* NAVD 88     -         4.816  (meters)      15.80   (feet)  ADJUSTED  
 SD0301  ___________________________________________________________________
 SD0301  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SD0301  DYNAMIC HT  -           4.816 (meters)      15.80  (feet)  COMP
 SD0301  MODELED GRAV-     980,707.1   (mgal)                       NAVD 88
 SD0301
 SD0301  VERT ORDER  -  FIRST     CLASS II
 SD0301
 SD0301.The horizontal coordinates were scaled from a topographic map and have
 SD0301.an estimated accuracy of +/- 6 seconds.
 SD0301
 SD0301.The orthometric height was determined by differential leveling
 SD0301.and adjusted by the National Geodetic Survey in June 1991..
 SD0301
 SD0301.This Tidal Bench Mark is designated as VM 8943
 SD0301.by the Center for Operational Oceanographic Products and Services.
 SD0301
 SD0301.The geoid height was determined by GEOID03.
 SD0301
 SD0301.The dynamic height is computed by dividing the NAVD 88
 SD0301.geopotential number by the normal gravity value computed on the
 SD0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0301.degrees latitude (g = 980.6199 gals.).
 SD0301
 SD0301.The modeled gravity was interpolated from observed gravity values.
 SD0301
 SD0301;                    North         East    Units  Estimated Accuracy
 SD0301;SPC WA S     -   110,560.      224,820.      MT  (+/- 180 meters Scaled)
 SD0301
 SD0301                          SUPERSEDED SURVEY CONTROL
 SD0301
 SD0301.No superseded survey control is available for this station.
 SD0301
 SD0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS174248(NAD 83)
 SD0301_MARKER: DJ = TIDAL STATION DISK
 SD0301_SETTING: 80 = SET IN A BOULDER
 SD0301_SP_SET: BOULDER
 SD0301_STAMPING: 2 1958
 SD0301_MARK LOGO: CGS   
 SD0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0301+STABILITY: SURFACE MOTION
 SD0301
 SD0301  HISTORY     - Date     Condition        Report By
 SD0301  HISTORY     - 1958     MONUMENTED       CGS
 SD0301  HISTORY     - 1987     GOOD             NGS
 SD0301  HISTORY     - 1989     GOOD             USPSQD
 SD0301  HISTORY     - 20060916 MARK NOT FOUND   GEOCAC
 SD0301
 SD0301                          STATION DESCRIPTION
 SD0301
 SD0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0301'5.9 KM (3.65 MI) SOUTH FROM ILWACO.
 SD0301'0.16 KM (0.10 MI) WEST ALONG SPRUCE STREET FROM THE JUNCTION OF FIRST
 SD0301'STREET SOUTH AND US HIGHWAY 101 NORTH IN ILWACO, THENCE 3.6 KM (2.25
 SD0301'MI) SOUTH ALONG 2ND AVENUE TO THE ENTRANCE GATE TO CANBY PARK, THENCE
 SD0301'1.93 KM (1.20 MI) SOUTHWEST ALONG JETTY ROAD, THENCE ABOUT 0.15 KM
 SD0301'(0.10 MI) SOUTHEAST AND ACROSS COUNTRY TO THE NORTH JETTY, IN TOP OF
 SD0301'A LARGE LAVA ROCK AT THE EDGE OF THE COLUMBIA RIVER, 6.1 M (20.0 FT)
 SD0301'NORTHEAST AND TOWARDS A LIGHT HOUSE FROM THE MARK STAMPED 1 1958.
 SD0301'THE MARK IS 3.0 M BELOW THE TOP OF A LEVEE.
 SD0301
 SD0301                          STATION RECOVERY (1989)
 SD0301
 SD0301'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SD0301'RECOVERED IN GOOD CONDITION.
 SD0301
 SD0301                          STATION RECOVERY (2006)
 SD0301
 SD0301'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 SD0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0300 ***********************************************************************
 SD0300  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0300  DESIGNATION -  944 0574 TIDAL 3
 SD0300  PID         -  SD0300
 SD0300  STATE/COUNTY-  WA/PACIFIC
 SD0300  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0300
 SD0300                         *CURRENT SURVEY CONTROL
 SD0300  ___________________________________________________________________
 SD0300* NAD 83(1986)-  46 16 19.     (N)    124 04 17.     (W)     SCALED    
 SD0300* NAVD 88     -         4.251  (meters)      13.95   (feet)  ADJUSTED  
 SD0300  ___________________________________________________________________
 SD0300  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SD0300  DYNAMIC HT  -           4.251 (meters)      13.95  (feet)  COMP
 SD0300  MODELED GRAV-     980,707.1   (mgal)                       NAVD 88
 SD0300
 SD0300  VERT ORDER  -  FIRST     CLASS II
 SD0300
 SD0300.The horizontal coordinates were scaled from a topographic map and have
 SD0300.an estimated accuracy of +/- 6 seconds.
 SD0300
 SD0300.The orthometric height was determined by differential leveling
 SD0300.and adjusted by the National Geodetic Survey in June 1991..
 SD0300
 SD0300.This Tidal Bench Mark is designated as VM 8944
 SD0300.by the Center for Operational Oceanographic Products and Services.
 SD0300
 SD0300.The geoid height was determined by GEOID03.
 SD0300
 SD0300.The dynamic height is computed by dividing the NAVD 88
 SD0300.geopotential number by the normal gravity value computed on the
 SD0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0300.degrees latitude (g = 980.6199 gals.).
 SD0300
 SD0300.The modeled gravity was interpolated from observed gravity values.
 SD0300
 SD0300;                    North         East    Units  Estimated Accuracy
 SD0300;SPC WA S     -   110,560.      224,820.      MT  (+/- 180 meters Scaled)
 SD0300
 SD0300                          SUPERSEDED SURVEY CONTROL
 SD0300
 SD0300.No superseded survey control is available for this station.
 SD0300
 SD0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS174248(NAD 83)
 SD0300_MARKER: DJ = TIDAL STATION DISK
 SD0300_SETTING: 80 = SET IN A BOULDER
 SD0300_SP_SET: BOULDER
 SD0300_STAMPING: 3 1958
 SD0300_MARK LOGO: CGS   
 SD0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0300+STABILITY: SURFACE MOTION
 SD0300
 SD0300  HISTORY     - Date     Condition        Report By
 SD0300  HISTORY     - 1958     MONUMENTED       CGS
 SD0300  HISTORY     - 1987     GOOD             NGS
 SD0300  HISTORY     - 1989     GOOD             USPSQD
 SD0300  HISTORY     - 20060916 MARK NOT FOUND   GEOCAC
 SD0300
 SD0300                          STATION DESCRIPTION
 SD0300
 SD0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0300'5.9 KM (3.65 MI) SOUTH FROM ILWACO.
 SD0300'0.16 KM (0.10 MI) WEST ALONG SPRUCE STREET FROM THE JUNCTION OF FIRST
 SD0300'STREET SOUTH AND US HIGHWAY 101 NORTH IN ILWACO, THENCE 3.6 KM (2.25
 SD0300'MI) SOUTH ALONG 2ND AVENUE TO THE ENTRANCE GATE TO CANBY PARK, THENCE
 SD0300'1.93 KM (1.20 MI) SOUTHWEST ALONG JETTY ROAD, THENCE 0.15 KM (0.10
 SD0300'MI) SOUTHEAST AND ACROSS COUNTRY TO THE NORTH JETTY, IN THE TOP OF A
 SD0300'LARGE JETTY ROCK AT THE EDGE OF THE COLUMBIA RIVER, ABOUT 7.0 M (23.0
 SD0300'FT) NORTHEAST OF THE MARK STAMPED 2 1958.
 SD0300'THE MARK IS 3.0 M BELOW THE TOP OF A LEVEE.
 SD0300
 SD0300                          STATION RECOVERY (1989)
 SD0300
 SD0300'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SD0300'RECOVERED IN GOOD CONDITION.
 SD0300
 SD0300                          STATION RECOVERY (2006)
 SD0300
 SD0300'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 SD0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0295 ***********************************************************************
 SD0295  DESIGNATION -  944 0579 TIDAL 4
 SD0295  PID         -  SD0295
 SD0295  STATE/COUNTY-  WA/PACIFIC
 SD0295  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0295
 SD0295                         *CURRENT SURVEY CONTROL
 SD0295  ___________________________________________________________________
 SD0295* NAD 83(1986)-  46 17 03.     (N)    124 03 09.     (W)     SCALED    
 SD0295* NAVD 88     -         4.211  (meters)      13.82   (feet)  ADJUSTED  
 SD0295  ___________________________________________________________________
 SD0295  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 SD0295  DYNAMIC HT  -           4.211 (meters)      13.82  (feet)  COMP
 SD0295  MODELED GRAV-     980,711.0   (mgal)                       NAVD 88
 SD0295
 SD0295  VERT ORDER  -  FIRST     CLASS II
 SD0295
 SD0295.The horizontal coordinates were scaled from a topographic map and have
 SD0295.an estimated accuracy of +/- 6 seconds.
 SD0295
 SD0295.The orthometric height was determined by differential leveling
 SD0295.and adjusted by the National Geodetic Survey in June 1991..
 SD0295
 SD0295.The geoid height was determined by GEOID03.
 SD0295
 SD0295.The dynamic height is computed by dividing the NAVD 88
 SD0295.geopotential number by the normal gravity value computed on the
 SD0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0295.degrees latitude (g = 980.6199 gals.).
 SD0295
 SD0295.The modeled gravity was interpolated from observed gravity values.
 SD0295
 SD0295;                    North         East    Units  Estimated Accuracy
 SD0295;SPC WA S     -   111,850.      226,340.      MT  (+/- 180 meters Scaled)
 SD0295
 SD0295                          SUPERSEDED SURVEY CONTROL
 SD0295
 SD0295.No superseded survey control is available for this station.
 SD0295
 SD0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS189261(NAD 83)
 SD0295_MARKER: DJ = TIDAL STATION DISK
 SD0295_SETTING: 66 = SET IN ROCK OUTCROP
 SD0295_SP_SET: ROCK OUTCROP
 SD0295_STAMPING: 4 1951
 SD0295_MARK LOGO: CGS   
 SD0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0295+STABILITY: POSITION/ELEVATION WELL
 SD0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0295+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 SD0295
 SD0295  HISTORY     - Date     Condition        Report By
 SD0295  HISTORY     - 1951     MONUMENTED       CGS
 SD0295  HISTORY     - 1987     GOOD             NGS
 SD0295  HISTORY     - 1989     GOOD             USPSQD
 SD0295  HISTORY     - 20040830 GOOD             USPSQD
 SD0295  HISTORY     - 20040830 MARK NOT FOUND   USPSQD
 SD0295
 SD0295                          STATION DESCRIPTION
 SD0295
 SD0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0295'3.9 KM (2.40 MI) SOUTH FROM ILWACO.
 SD0295'0.16 KM (0.10 MI) WEST ALONG SPRUCE STREET FROM THE JUNCTION OF FIRST
 SD0295'STREET SOUTH AND US HIGHWAY 101 NORTH IN ILWACO, THENCE 3.6 KM (2.25
 SD0295'MI) SOUTH ALONG 2ND AVENUE TO THE ENTRANCE GATE TO CANBY PARK, THENCE
 SD0295'0.16 KM (0.10 MI) NORTHEAST ALONG AN ASPHALT ROAD, IN TOP OF A ROCK
 SD0295'OUTCROP ON A SMALL ROCK ISLAND WHICH IS ABOUT 46 M (150 FT) OFFSHORE,
 SD0295'ABOUT 91 M (300 FT) EAST OF THE MARK T 536.  NOTE--ACCESS ON FOOT IS
 SD0295'POSSIBLE AT LOW TIDE.
 SD0295'THE MARK IS 4.0 M ABOVE MEAN LOW TIDE.
 SD0295
 SD0295                          STATION RECOVERY (1989)
 SD0295
 SD0295'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SD0295'RECOVERED IN GOOD CONDITION.
 SD0295
 SD0295                          STATION RECOVERY (2004)
 SD0295
 SD0295'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0295'RECOVERED IN GOOD CONDITION.
 SD0295
 SD0295                          STATION RECOVERY (2004)
 SD0295
 SD0295'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0087 ***********************************************************************
 SD0087  DESIGNATION -  944 0579 TIDAL MDW
 SD0087  PID         -  SD0087
 SD0087  STATE/COUNTY-  WA/PACIFIC
 SD0087  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0087
 SD0087                         *CURRENT SURVEY CONTROL
 SD0087  ___________________________________________________________________
 SD0087* NAD 83(1986)-  46 17 01.     (N)    124 03 14.     (W)     SCALED    
 SD0087* NAVD 88     -         6.093  (meters)      19.99   (feet)  ADJUSTED  
 SD0087  ___________________________________________________________________
 SD0087  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 SD0087  DYNAMIC HT  -           6.094 (meters)      19.99  (feet)  COMP
 SD0087  MODELED GRAV-     980,710.8   (mgal)                       NAVD 88
 SD0087
 SD0087  VERT ORDER  -  SECOND    CLASS 0
 SD0087
 SD0087.The horizontal coordinates were scaled from a topographic map and have
 SD0087.an estimated accuracy of +/- 6 seconds.
 SD0087
 SD0087.The orthometric height was determined by differential leveling
 SD0087.and adjusted by the National Geodetic Survey in June 1991..
 SD0087
 SD0087.The geoid height was determined by GEOID03.
 SD0087
 SD0087.The dynamic height is computed by dividing the NAVD 88
 SD0087.geopotential number by the normal gravity value computed on the
 SD0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0087.degrees latitude (g = 980.6199 gals.).
 SD0087
 SD0087.The modeled gravity was interpolated from observed gravity values.
 SD0087
 SD0087;                    North         East    Units  Estimated Accuracy
 SD0087;SPC WA S     -   111,790.      226,230.      MT  (+/- 180 meters Scaled)
 SD0087
 SD0087                          SUPERSEDED SURVEY CONTROL
 SD0087
 SD0087  NGVD 29 (??/??/92)    5.070  (m)           16.63   (f) ADJ UNCH    2 0
 SD0087
 SD0087.Superseded values are not recommended for survey control.
 SD0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0087.See file dsdata.txt to determine how the superseded data were derived.
 SD0087
 SD0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS188260(NAD 83)
 SD0087_MARKER: DB = BENCH MARK DISK
 SD0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SD0087_SP_SET: FOUNDATION
 SD0087_STAMPING: MDW (1942)
 SD0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0087
 SD0087  HISTORY     - Date     Condition        Report By
 SD0087  HISTORY     - 1942     MONUMENTED       CGS
 SD0087  HISTORY     - 1961     MARK NOT FOUND   NGS
 SD0087  HISTORY     - 1987     MARK NOT FOUND   NGS
 SD0087
 SD0087                          STATION DESCRIPTION
 SD0087
 SD0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 SD0087'IN FORT CANBY.
 SD0087'AT FORT CANBY.  30 FEET EAST OF CENTER LINE OF ROAD AT RAILROAD
 SD0087'CROSSING.  IN SOUTHWEST CORNER OF A SCALE FOUNDATION.  1 FOOT FROM A
 SD0087'FENCE AROUND U.S.E. LOT AND OFFICE.  NOTE-- RR IS GONE AND ONLY A
 SD0087'SMALL PART OF THE FORT REMAINS.
 SD0087
 SD0087                          STATION RECOVERY (1961)
 SD0087
 SD0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SD0087'MARK NOT FOUND.
 SD0087
 SD0087                          STATION RECOVERY (1987)
 SD0087
 SD0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SD0087'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0093 ***********************************************************************
 SD0093  DESIGNATION -  944 0597 TIDAL 1
 SD0093  PID         -  SD0093
 SD0093  STATE/COUNTY-  WA/PACIFIC
 SD0093  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0093
 SD0093                         *CURRENT SURVEY CONTROL
 SD0093  ___________________________________________________________________
 SD0093* NAD 83(1986)-  46 18 19.     (N)    124 02 32.     (W)     SCALED    
 SD0093* NAVD 88     -         3.255  (meters)      10.68   (feet)  ADJUSTED  
 SD0093  ___________________________________________________________________
 SD0093  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SD0093  DYNAMIC HT  -           3.255 (meters)      10.68  (feet)  COMP
 SD0093  MODELED GRAV-     980,709.2   (mgal)                       NAVD 88
 SD0093
 SD0093  VERT ORDER  -  FIRST     CLASS II
 SD0093
 SD0093.The horizontal coordinates were scaled from a topographic map and have
 SD0093.an estimated accuracy of +/- 6 seconds.
 SD0093
 SD0093.The orthometric height was determined by differential leveling
 SD0093.and adjusted by the National Geodetic Survey in June 1991..
 SD0093.WARNING-Repeat measurements at this control monument indicate possible
 SD0093.vertical movement.
 SD0093
 SD0093.The geoid height was determined by GEOID03.
 SD0093
 SD0093.The dynamic height is computed by dividing the NAVD 88
 SD0093.geopotential number by the normal gravity value computed on the
 SD0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0093.degrees latitude (g = 980.6199 gals.).
 SD0093
 SD0093.The modeled gravity was interpolated from observed gravity values.
 SD0093
 SD0093;                    North         East    Units  Estimated Accuracy
 SD0093;SPC WA S     -   114,160.      227,230.      MT  (+/- 180 meters Scaled)
 SD0093
 SD0093                          SUPERSEDED SURVEY CONTROL
 SD0093
 SD0093  NGVD 29 (??/??/92)    2.229  (m)            7.31   (f) ADJ UNCH    1 2
 SD0093
 SD0093.Superseded values are not recommended for survey control.
 SD0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0093.See file dsdata.txt to determine how the superseded data were derived.
 SD0093
 SD0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS197284(NAD 83)
 SD0093_MARKER: DJ = TIDAL STATION DISK
 SD0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SD0093_SP_SET: WATER TOWER BASE
 SD0093_STAMPING: NO. 1 1933
 SD0093_MARK LOGO: CGS   
 SD0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0093
 SD0093  HISTORY     - Date     Condition        Report By
 SD0093  HISTORY     - 1933     MONUMENTED       CGS
 SD0093  HISTORY     - 1961     GOOD             NGS
 SD0093  HISTORY     - 1970     GOOD             NGS
 SD0093  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 SD0093  HISTORY     - 1987     GOOD             NGS
 SD0093  HISTORY     - 20050829 MARK NOT FOUND   GEOCAC
 SD0093
 SD0093                          STATION DESCRIPTION
 SD0093
 SD0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SD0093'IN ILWACO.
 SD0093'LOCATED IN THE SOUTH PART OF ILWACO, AT THE BULK PLANT OF THE STANDARD
 SD0093'OIL COMPANY.  SET IN THE CONCRETE BASE OF THE THIRD ELEVATED TANK, AT
 SD0093'THE SOUTHEAST CORNER AND ABOUT 1 FOOT ABOVE THE GROUND. THIS IS ABOUT
 SD0093'135 FEET SOUTH OF THE CENTER OF MAIN STREET.
 SD0093
 SD0093                          STATION RECOVERY (1970)
 SD0093
 SD0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SD0093'RECOVERED IN GOOD CONDITION.
 SD0093
 SD0093                          STATION RECOVERY (1976)
 SD0093
 SD0093'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 SD0093'MARK NOT FOUND.
 SD0093
 SD0093                          STATION RECOVERY (1987)
 SD0093
 SD0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SD0093'RECOVERED IN GOOD CONDITION.
 SD0093
 SD0093                          STATION RECOVERY (2005)
 SD0093
 SD0093'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 SD0093'THE MANAGER AT THE NEIGHBORING CHEVRON BULK PLANT TOLD US THAT THE
 SD0093'STANDARD OIL TANKS WERE
 SD0093'TAKEN DOWN IN THE LATE 1980S OR EARLY 1990S.  THE CONCRETE PIERS SEEM
 SD0093'ALSO TO HAVE BEEN
 SD0093'REMOVED. THE PROPERTY IS NOW A BOAT AND BOAT TRAILER STORAGE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0094 ***********************************************************************
 SD0094  DESIGNATION -  944 0597 TIDAL 5 RESET
 SD0094  PID         -  SD0094
 SD0094  STATE/COUNTY-  WA/PACIFIC
 SD0094  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0094
 SD0094                         *CURRENT SURVEY CONTROL
 SD0094  ___________________________________________________________________
 SD0094* NAD 83(1986)-  46 18 31.     (N)    124 02 36.     (W)     SCALED    
 SD0094* NAVD 88     -         4.811  (meters)      15.78   (feet)  ADJUSTED  
 SD0094  ___________________________________________________________________
 SD0094  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SD0094  DYNAMIC HT  -           4.812 (meters)      15.79  (feet)  COMP
 SD0094  MODELED GRAV-     980,708.7   (mgal)                       NAVD 88
 SD0094
 SD0094  VERT ORDER  -  FIRST     CLASS II
 SD0094
 SD0094.The horizontal coordinates were scaled from a topographic map and have
 SD0094.an estimated accuracy of +/- 6 seconds.
 SD0094
 SD0094.The orthometric height was determined by differential leveling
 SD0094.and adjusted by the National Geodetic Survey in June 1991..
 SD0094
 SD0094.The geoid height was determined by GEOID03.
 SD0094
 SD0094.The dynamic height is computed by dividing the NAVD 88
 SD0094.geopotential number by the normal gravity value computed on the
 SD0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0094.degrees latitude (g = 980.6199 gals.).
 SD0094
 SD0094.The modeled gravity was interpolated from observed gravity values.
 SD0094
 SD0094;                    North         East    Units  Estimated Accuracy
 SD0094;SPC WA S     -   114,530.      227,160.      MT  (+/- 180 meters Scaled)
 SD0094
 SD0094                          SUPERSEDED SURVEY CONTROL
 SD0094
 SD0094.No superseded survey control is available for this station.
 SD0094
 SD0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS196288(NAD 83)
 SD0094_MARKER: DJ = TIDAL STATION DISK
 SD0094_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SD0094_SP_SET: SIDEWALK
 SD0094_STAMPING: TIDAL 5 RESET 1969
 SD0094_MARK LOGO: CGS   
 SD0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0094
 SD0094  HISTORY     - Date     Condition        Report By
 SD0094  HISTORY     - 1969     MONUMENTED       CGS
 SD0094  HISTORY     - 1970     GOOD             NGS
 SD0094  HISTORY     - 1987     GOOD             NGS
 SD0094  HISTORY     - 1988     GOOD             USPSQD
 SD0094  HISTORY     - 1989     GOOD             USPSQD
 SD0094  HISTORY     - 19971012 GOOD             USPSQD
 SD0094
 SD0094                          STATION DESCRIPTION
 SD0094
 SD0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 SD0094'IN ILWACO.
 SD0094'THE MARK IS A STANDARD DISK SET IN THE CONCRETE SIDEWALK ON THE WEST
 SD0094'SIDE OF FIRST STREET, 27 FEET EAST-SOUTHEAST OF THE ENTRANCE TO THE
 SD0094'ILWACO BRANCH OF THE NATIONAL BANK OF COMMERCE IN ILWACO, 30 FEET
 SD0094'SOUTH OF THE SOUTH CURB OF SPRUCE STREET, AND 9 FEET WEST OF THE EAST
 SD0094'EDGE OF THE SIDEWALK.
 SD0094
 SD0094                          STATION RECOVERY (1987)
 SD0094
 SD0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SD0094'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ILWACO, AT
 SD0094'THE JUNCTION OF US HIGHWAY 101 NORTH AND SPRUCE STREET AND FIRST
 SD0094'STREET SOUTH, 9.1 M (29.9 FT) SOUTH OF THE SOUTH CURB OF SPRUCE
 SD0094'STREET, 2.7 M (8.9 FT) WEST OF THE WEST CURB OF FIRST STREET, 2.7 M
 SD0094'(8.9 FT) EAST OF THE EAST FACE OF THE RANIER BANK BUILDING.
 SD0094'THE MARK IS 0.15 M ABOVE THE SIDEWALK.
 SD0094
 SD0094                          STATION RECOVERY (1988)
 SD0094
 SD0094'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMN)
 SD0094'RECOVERED IN GOOD CONDITION.
 SD0094
 SD0094                          STATION RECOVERY (1989)
 SD0094
 SD0094'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SD0094'RECOVERED IN GOOD CONDITION.
 SD0094
 SD0094                          STATION RECOVERY (1997)
 SD0094
 SD0094'RECOVERY NOTE BY US POWER SQUADRON 1997
 SD0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2840 ***********************************************************************
 SC2840  TIDAL BM    -  This is a Tidal Bench Mark.
 SC2840  DESIGNATION -  944 0691 B TIDAL
 SC2840  PID         -  SC2840
 SC2840  STATE/COUNTY-  WA/PACIFIC
 SC2840  USGS QUAD   -  LONG ISLAND (1984)
 SC2840
 SC2840                         *CURRENT SURVEY CONTROL
 SC2840  ___________________________________________________________________
 SC2840* NAD 83(1986)-  46 26 00.     (N)    123 54 07.     (W)     SCALED    
 SC2840* NAVD 88     -         2.74   (meters)       9.0    (feet)  RESET     
 SC2840  ___________________________________________________________________
 SC2840  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SC2840
 SC2840  VERT ORDER  -  THIRD
 SC2840
 SC2840.The horizontal coordinates were scaled from a topographic map and have
 SC2840.an estimated accuracy of +/- 6 seconds.
 SC2840
 SC2840.The orthometric height was computed from unverified reset data.
 SC2840.No vertical observational check was made to the station.
 SC2840
 SC2840.This Tidal Bench Mark is designated as VM 8951
 SC2840.by the Center for Operational Oceanographic Products and Services.
 SC2840
 SC2840.The geoid height was determined by GEOID03.
 SC2840
 SC2840;                    North         East    Units  Estimated Accuracy
 SC2840;SPC WA S     -   127,900.      238,640.      MT  (+/- 180 meters Scaled)
 SC2840
 SC2840                          SUPERSEDED SURVEY CONTROL
 SC2840
 SC2840.No superseded survey control is available for this station.
 SC2840
 SC2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS307425(NAD 83)
 SC2840_MARKER: DJ = TIDAL STATION DISK
 SC2840_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC2840_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SC2840_STAMPING: 0691 B 1982
 SC2840_MARK LOGO: NOS   
 SC2840_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2840
 SC2840  HISTORY     - Date     Condition        Report By
 SC2840  HISTORY     - 1982     MONUMENTED       NGS
 SC2840  HISTORY     - 19841209 GOOD             NGS
 SC2840
 SC2840                          STATION DESCRIPTION
 SC2840
 SC2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 SC2840'39.27 KM (24.40 MI) SOUTHWEST ALONG US HIGHWAY 101 FROM THE COURTHOUSE
 SC2840'IN SOUTH BEND TO THE JUNCTION OF STATE HIGHWAY 4 THENCE SOUTHWEST
 SC2840'ALONG US HIGHWAY 101 FOR 4.02 KM (2.50 MI) TO THE SOUTHWEST END OF
 SC2840'THE BRIDGE OVER THE NASELLE RIVER, 16.1 M (52.8 FT) NORTH OF THE
 SC2840'CENTER OF THE PARPALA ROAD, 5.5 M (18.0 FT) EAST OF A POWER POLE, 7.6
 SC2840'M (24.9 FT) SOUTH OF THE SHORE LINE OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2839 ***********************************************************************
 SC2839  TIDAL BM    -  This is a Tidal Bench Mark.
 SC2839  DESIGNATION -  944 0691 C TIDAL
 SC2839  PID         -  SC2839
 SC2839  STATE/COUNTY-  WA/PACIFIC
 SC2839  USGS QUAD   -  LONG ISLAND (1984)
 SC2839
 SC2839                         *CURRENT SURVEY CONTROL
 SC2839  ___________________________________________________________________
 SC2839* NAD 83(1986)-  46 26 00.     (N)    123 54 07.     (W)     SCALED    
 SC2839* NAVD 88     -         3.26   (meters)      10.7    (feet)  RESET     
 SC2839  ___________________________________________________________________
 SC2839  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SC2839
 SC2839  VERT ORDER  -  THIRD
 SC2839
 SC2839.The horizontal coordinates were scaled from a topographic map and have
 SC2839.an estimated accuracy of +/- 6 seconds.
 SC2839
 SC2839.The orthometric height was computed from unverified reset data.
 SC2839.No vertical observational check was made to the station.
 SC2839
 SC2839.This Tidal Bench Mark is designated as VM 8952
 SC2839.by the Center for Operational Oceanographic Products and Services.
 SC2839
 SC2839.The geoid height was determined by GEOID03.
 SC2839
 SC2839;                    North         East    Units  Estimated Accuracy
 SC2839;SPC WA S     -   127,900.      238,640.      MT  (+/- 180 meters Scaled)
 SC2839
 SC2839                          SUPERSEDED SURVEY CONTROL
 SC2839
 SC2839.No superseded survey control is available for this station.
 SC2839
 SC2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS307425(NAD 83)
 SC2839_MARKER: DJ = TIDAL STATION DISK
 SC2839_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SC2839_SP_SET: FOOTING
 SC2839_STAMPING: 0691 C 1982
 SC2839_MARK LOGO: NOS   
 SC2839_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2839+STABILITY: SURFACE MOTION
 SC2839
 SC2839  HISTORY     - Date     Condition        Report By
 SC2839  HISTORY     - 1982     MONUMENTED       NGS
 SC2839  HISTORY     - 19841209 GOOD             NGS
 SC2839
 SC2839                          STATION DESCRIPTION
 SC2839
 SC2839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 SC2839'39.27 KM (24.40 MI) SOUTHWEST ALONG US HIGHWAY 101 FROM THE COURTHOUSE
 SC2839'IN SOUTH BEND TO THE JUNCTION OF STATE HIGHWAY 4, THENCE 4.02 KM
 SC2839'(2.50 MI) SOUTHWEST ALONG US HIGHWAY 101 T0 THE SOUTH END OF THE
 SC2839'BRIDGE OVER THE LA SALLE RIVER AND A SIDE ROAD LEFT, THENCE LEFT
 SC2839'SOUTH ALONG PARPALA ROAD FOR 0.8 KM (0.5 MI) TO THE DEPARTMENT OF
 SC2839'TRANSPORTATION STORAGE BUILDING AND THE MARK SET AT THE SOUTHEAST
 SC2839'CORNER OF THE BUILDING, 17.4 M (57.1 FT) SOUTHWEST OF THE CENTER OF
 SC2839'THE ROAD, 5.5 M (18.0 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2841 ***********************************************************************
 SC2841  TIDAL BM    -  This is a Tidal Bench Mark.
 SC2841  DESIGNATION -  944 0691 D TIDAL
 SC2841  PID         -  SC2841
 SC2841  STATE/COUNTY-  WA/PACIFIC
 SC2841  USGS QUAD   -  LONG ISLAND (1984)
 SC2841
 SC2841                         *CURRENT SURVEY CONTROL
 SC2841  ___________________________________________________________________
 SC2841* NAD 83(1986)-  46 26 00.     (N)    123 54 07.     (W)     SCALED    
 SC2841* NAVD 88     -         3.15   (meters)      10.3    (feet)  RESET     
 SC2841  ___________________________________________________________________
 SC2841  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SC2841
 SC2841  VERT ORDER  -  THIRD
 SC2841
 SC2841.The horizontal coordinates were scaled from a topographic map and have
 SC2841.an estimated accuracy of +/- 6 seconds.
 SC2841
 SC2841.The orthometric height was computed from unverified reset data.
 SC2841.No vertical observational check was made to the station.
 SC2841
 SC2841.This Tidal Bench Mark is designated as VM 8953
 SC2841.by the Center for Operational Oceanographic Products and Services.
 SC2841
 SC2841.The geoid height was determined by GEOID03.
 SC2841
 SC2841;                    North         East    Units  Estimated Accuracy
 SC2841;SPC WA S     -   127,900.      238,640.      MT  (+/- 180 meters Scaled)
 SC2841
 SC2841                          SUPERSEDED SURVEY CONTROL
 SC2841
 SC2841.No superseded survey control is available for this station.
 SC2841
 SC2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS307425(NAD 83)
 SC2841_MARKER: DJ = TIDAL STATION DISK
 SC2841_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC2841_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SC2841_STAMPING: 0691 D 1982
 SC2841_MARK LOGO: NOS   
 SC2841_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2841
 SC2841  HISTORY     - Date     Condition        Report By
 SC2841  HISTORY     - 1982     MONUMENTED       NGS
 SC2841  HISTORY     - 19841209 GOOD             NGS
 SC2841
 SC2841                          STATION DESCRIPTION
 SC2841
 SC2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 SC2841'39.27 KM (24.40 MI) SOUTHWEST ALONG US HIGHWAY 101 FROM THE COURTHOUSE
 SC2841'IN SOUTH BEND TO THE JUNCTION OF STATE HIGHWAY 4, THENCE 4.02 KM
 SC2841'(2.50 MI) SOUTHWEST ALONG US HIGHWAY 101 TO THE SOUTH END OF THE
 SC2841'BRIDGE OVER THE NASELL RIVER AND A SIDE ROAD LEFT, THENCE SOUTH FOR
 SC2841'0.08 KM (0.05 MI) ALONG PARPALA ROAD, 22.9 M (75.1 FT) SOUTH OF POWER
 SC2841'POLE J 22-9, 7.9 M (25.9 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 4 M
 SC2841'(13.1 FT) EAST OF THE CENTER OF ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1021 ***********************************************************************
 SC1021  TIDAL BM    -  This is a Tidal Bench Mark.
 SC1021  DESIGNATION -  944 0691 E TIDAL
 SC1021  PID         -  SC1021
 SC1021  STATE/COUNTY-  WA/PACIFIC
 SC1021  USGS QUAD   -  LONG ISLAND (1984)
 SC1021
 SC1021                         *CURRENT SURVEY CONTROL
 SC1021  ___________________________________________________________________
 SC1021* NAD 83(1986)-  46 25 40.     (N)    123 54 19.     (W)     SCALED    
 SC1021* NAVD 88     -         3.928  (meters)      12.89   (feet)  ADJUSTED  
 SC1021  ___________________________________________________________________
 SC1021  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SC1021  DYNAMIC HT  -           3.929 (meters)      12.89  (feet)  COMP
 SC1021  MODELED GRAV-     980,727.5   (mgal)                       NAVD 88
 SC1021
 SC1021  VERT ORDER  -  FIRST     CLASS II
 SC1021
 SC1021.The horizontal coordinates were scaled from a topographic map and have
 SC1021.an estimated accuracy of +/- 6 seconds.
 SC1021
 SC1021.The orthometric height was determined by differential leveling
 SC1021.and adjusted by the National Geodetic Survey in June 1991..
 SC1021
 SC1021.This Tidal Bench Mark is designated as VM 8954
 SC1021.by the Center for Operational Oceanographic Products and Services.
 SC1021
 SC1021.The geoid height was determined by GEOID03.
 SC1021
 SC1021.The dynamic height is computed by dividing the NAVD 88
 SC1021.geopotential number by the normal gravity value computed on the
 SC1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1021.degrees latitude (g = 980.6199 gals.).
 SC1021
 SC1021.The modeled gravity was interpolated from observed gravity values.
 SC1021
 SC1021;                    North         East    Units  Estimated Accuracy
 SC1021;SPC WA S     -   127,300.      238,360.      MT  (+/- 180 meters Scaled)
 SC1021
 SC1021                          SUPERSEDED SURVEY CONTROL
 SC1021
 SC1021.No superseded survey control is available for this station.
 SC1021
 SC1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS304419(NAD 83)
 SC1021_MARKER: DJ = TIDAL STATION DISK
 SC1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC1021_SP_SET: SLAB FOUNDATION
 SC1021_STAMPING: 0691 E 1982
 SC1021_MARK LOGO: NOS   
 SC1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1021
 SC1021  HISTORY     - Date     Condition        Report By
 SC1021  HISTORY     - 1982     MONUMENTED       NOS
 SC1021  HISTORY     - 1987     GOOD             NGS
 SC1021
 SC1021                          STATION DESCRIPTION
 SC1021
 SC1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1021'21.0 KM (13.05 MI) NE FROM SEAVIEW.
 SC1021'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SC1021'IN SEAVIEW, THENCE 20.6 KM (12.80 MI) NORTHEAST ALONG US HIGHWAY 101
 SC1021'TO THE SOUTH END OF THE BRIDGE OVER THE NASELLE RIVER, THENCE 0.32 KM
 SC1021'(0.20 MI) EAST ALONG PARPALA ROAD, 41.8 M (137.1 FT) SOUTH OF THE
 SC1021'CENTERLINE OF THE ROAD, IN TOP AND 1.83 M (6.0 FT) WEST OF THE
 SC1021'NORTHEAST CORNER OF THE SOUTHMOST 1 OF 2 CONCRETE SLAB FOUNDATIONS
 SC1021'(20 BY 60 FT EACH), 0.61 M (2.0 FT) SOUTH OF THE NORTH EDGE OF THE
 SC1021'SLAB.  NOTE--A RUBBING WAS TAKEN.
 SC1021'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2842 ***********************************************************************
 SC2842  DESIGNATION -  944 0691 F TIDAL
 SC2842  PID         -  SC2842
 SC2842  STATE/COUNTY-  WA/PACIFIC
 SC2842  USGS QUAD   -  LONG ISLAND (1984)
 SC2842
 SC2842                         *CURRENT SURVEY CONTROL
 SC2842  ___________________________________________________________________
 SC2842* NAD 83(1986)-  46 26 00.     (N)    123 54 07.     (W)     SCALED    
 SC2842* NAVD 88     -         4.58   (meters)      15.0    (feet)  RESET     
 SC2842  ___________________________________________________________________
 SC2842  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SC2842
 SC2842  VERT ORDER  -  THIRD
 SC2842
 SC2842.The horizontal coordinates were scaled from a topographic map and have
 SC2842.an estimated accuracy of +/- 6 seconds.
 SC2842
 SC2842.The orthometric height was computed from unverified reset data.
 SC2842.No vertical observational check was made to the station.
 SC2842
 SC2842.The geoid height was determined by GEOID03.
 SC2842
 SC2842;                    North         East    Units  Estimated Accuracy
 SC2842;SPC WA S     -   127,900.      238,640.      MT  (+/- 180 meters Scaled)
 SC2842
 SC2842                          SUPERSEDED SURVEY CONTROL
 SC2842
 SC2842.No superseded survey control is available for this station.
 SC2842
 SC2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS307425(NAD 83)
 SC2842_MARKER: DB = BENCH MARK DISK
 SC2842_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC2842_SP_SET: BRIDGE FLOOR
 SC2842_STAMPING: TIDAL STATION 0691 F 1984
 SC2842_MARK LOGO: NGS   
 SC2842_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2842
 SC2842  HISTORY     - Date     Condition        Report By
 SC2842  HISTORY     - 1984     MONUMENTED       NGS
 SC2842
 SC2842                          STATION DESCRIPTION
 SC2842
 SC2842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 SC2842'39.27 KM (24.40 MI) SOUTHWEST ALONG US HIGHWAY 101 FROM THE COURTHOUSE
 SC2842'IN SOUTH BEND TO THE JUNCTION OF STATE HIGHWAY 4, THENCE 4.02 KM
 SC2842'(2.50 MI) SOUTHWEST ALONG US HIGHWAY 101 TO THE SOUTH END OF THE
 SC2842'BRIDGE OVER THE NASELLE RIVER AND A SIDE ROAD LEFT, THENCE 0.8 KM
 SC2842'(0.5 MI) SOUTH ALONG PARPALA ROAD TO A BRIDGE AND THE MARK IN THE
 SC2842'NORTHEAST CORNER OF THE BRIDGE, 0.6 M (2.0 FT) SOUTH OF THE NORTH END
 SC2842'OF THE BRIDGE, 3.7 M (12.1 FT) EAST OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0334 ***********************************************************************
 SD0334  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0334  DESIGNATION -  944 0747 A TIDAL
 SD0334  PID         -  SD0334
 SD0334  STATE/COUNTY-  WA/PACIFIC
 SD0334  USGS QUAD   -  OYSTERVILLE (1994)
 SD0334
 SD0334                         *CURRENT SURVEY CONTROL
 SD0334  ___________________________________________________________________
 SD0334* NAD 83(1986)-  46 29 59.     (N)    124 01 41.     (W)     SCALED    
 SD0334* NAVD 88     -         4.279  (meters)      14.04   (feet)  ADJUSTED  
 SD0334  ___________________________________________________________________
 SD0334  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 SD0334  DYNAMIC HT  -           4.279 (meters)      14.04  (feet)  COMP
 SD0334  MODELED GRAV-     980,730.3   (mgal)                       NAVD 88
 SD0334
 SD0334  VERT ORDER  -  FIRST     CLASS II
 SD0334
 SD0334.The horizontal coordinates were scaled from a topographic map and have
 SD0334.an estimated accuracy of +/- 6 seconds.
 SD0334
 SD0334.The orthometric height was determined by differential leveling
 SD0334.and adjusted by the National Geodetic Survey in June 1991..
 SD0334
 SD0334.This Tidal Bench Mark is designated as VM 8958
 SD0334.by the Center for Operational Oceanographic Products and Services.
 SD0334
 SD0334.The geoid height was determined by GEOID03.
 SD0334
 SD0334.The dynamic height is computed by dividing the NAVD 88
 SD0334.geopotential number by the normal gravity value computed on the
 SD0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0334.degrees latitude (g = 980.6199 gals.).
 SD0334
 SD0334.The modeled gravity was interpolated from observed gravity values.
 SD0334
 SD0334;                    North         East    Units  Estimated Accuracy
 SD0334;SPC WA S     -   135,700.      229,290.      MT  (+/- 180 meters Scaled)
 SD0334
 SD0334                          SUPERSEDED SURVEY CONTROL
 SD0334
 SD0334.No superseded survey control is available for this station.
 SD0334
 SD0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS211500(NAD 83)
 SD0334_MARKER: DD = SURVEY DISK
 SD0334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SD0334_SP_SET: SHALLOW-SET PIPE
 SD0334_STAMPING: 0747 A 1982
 SD0334_MARK LOGO: NOS   
 SD0334_PROJECTION: FLUSH
 SD0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0334+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 SD0334_ROD/PIPE-DEPTH: 1.2  meters
 SD0334
 SD0334  HISTORY     - Date     Condition        Report By
 SD0334  HISTORY     - 1982     MONUMENTED       NOS
 SD0334  HISTORY     - 1987     GOOD             NGS
 SD0334  HISTORY     - 19981012 GOOD             USPSQD
 SD0334  HISTORY     - 20060318 GOOD             USPSQD
 SD0334
 SD0334                          STATION DESCRIPTION
 SD0334
 SD0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0334'20.9 KM (13.00 MI) NORTH FROM SEAVIEW.
 SD0334'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0334'IN SEAVIEW, THENCE 0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101,
 SD0334'THENCE 19.8 KM (12.30 MI) NORTH ALONG SANDRIDGE ROAD, THENCE 0.24 KM
 SD0334'(0.15 MI) EAST ALONG AN ASPHALT ROAD TO NAHCOTTA SMALL BOAT BASIN, AT
 SD0334'THE PORT OF PENNINSULA, 8.84 M (29.0 FT) NORTH OF THE CENTER OF THE
 SD0334'ROAD, 3.04 M (10.0 FT) WEST OF THE SOUTHEAST CORNER OF A 30 BY 42 FT
 SD0334'METAL SHED, 0.15 M (0.5 FT) SOUTH OF THE SOUTH FACE OF THE SHED.
 SD0334'NOTE--AN ALUMINUM PIPE INSIDE A 4-INCH PVC PIPE.
 SD0334'THE MARK IS 0.03 M BELOW THE GROUND.
 SD0334
 SD0334                          STATION RECOVERY (1998)
 SD0334
 SD0334'RECOVERY NOTE BY US POWER SQUADRON 1998
 SD0334'RECOVERED IN GOOD CONDITION.
 SD0334
 SD0334                          STATION RECOVERY (2006)
 SD0334
 SD0334'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SD0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0335 ***********************************************************************
 SD0335  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0335  DESIGNATION -  944 0747 B TIDAL
 SD0335  PID         -  SD0335
 SD0335  STATE/COUNTY-  WA/PACIFIC
 SD0335  USGS QUAD   -  OYSTERVILLE (1994)
 SD0335
 SD0335                         *CURRENT SURVEY CONTROL
 SD0335  ___________________________________________________________________
 SD0335* NAD 83(1986)-  46 29 59.     (N)    124 01 41.     (W)     SCALED    
 SD0335* NAVD 88     -         4.268  (meters)      14.00   (feet)  ADJUSTED  
 SD0335  ___________________________________________________________________
 SD0335  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 SD0335  DYNAMIC HT  -           4.269 (meters)      14.01  (feet)  COMP
 SD0335  MODELED GRAV-     980,730.3   (mgal)                       NAVD 88
 SD0335
 SD0335  VERT ORDER  -  FIRST     CLASS II
 SD0335
 SD0335.The horizontal coordinates were scaled from a topographic map and have
 SD0335.an estimated accuracy of +/- 6 seconds.
 SD0335
 SD0335.The orthometric height was determined by differential leveling
 SD0335.and adjusted by the National Geodetic Survey in June 1991..
 SD0335
 SD0335.This Tidal Bench Mark is designated as VM 8959
 SD0335.by the Center for Operational Oceanographic Products and Services.
 SD0335
 SD0335.The geoid height was determined by GEOID03.
 SD0335
 SD0335.The dynamic height is computed by dividing the NAVD 88
 SD0335.geopotential number by the normal gravity value computed on the
 SD0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0335.degrees latitude (g = 980.6199 gals.).
 SD0335
 SD0335.The modeled gravity was interpolated from observed gravity values.
 SD0335
 SD0335;                    North         East    Units  Estimated Accuracy
 SD0335;SPC WA S     -   135,700.      229,290.      MT  (+/- 180 meters Scaled)
 SD0335
 SD0335                          SUPERSEDED SURVEY CONTROL
 SD0335
 SD0335.No superseded survey control is available for this station.
 SD0335
 SD0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS211500(NAD 83)
 SD0335_MARKER: DD = SURVEY DISK
 SD0335_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SD0335_SP_SET: SHALLOW-SET PIPE
 SD0335_STAMPING: 0747 B 1982
 SD0335_MARK LOGO: NOS   
 SD0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0335+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 SD0335
 SD0335  HISTORY     - Date     Condition        Report By
 SD0335  HISTORY     - 1982     MONUMENTED       NOS
 SD0335  HISTORY     - 1987     GOOD             NGS
 SD0335  HISTORY     - 19971012 GOOD             USPSQD
 SD0335  HISTORY     - 20060318 GOOD             USPSQD
 SD0335
 SD0335                          STATION DESCRIPTION
 SD0335
 SD0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0335'20.9 KM (13.00 MI) NORTH FROM SEAVIEW.
 SD0335'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0335'IN SEAVIEW, THENCE 0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101,
 SD0335'THENCE 19.8 KM (12.30 MI) NORTH ALONG SANDRIDGE ROAD, THENCE 0.24 KM
 SD0335'(0.15 MI) EAST ALONG AN ASPHALT ROAD TO NAHCOTTA SMALL BOAT BASIN, AT
 SD0335'THE PORT OF PENNINSULA, 44.8 M (147.0 FT) SOUTH OF THE CENTER OF THE
 SD0335'ASPHALT ROAD LEADING TO THE PIER, 1.21 M (4.0 FT) WEST OF THE
 SD0335'NORTHWEST CORNER OF A REST ROOM, 0.61 M (2.0 FT) SOUTH OF THE
 SD0335'NORTHWEST CORNER OF A CONCRETE WALKWAY, 0.15 M (0.5 FT) WEST OF THE
 SD0335'WEST EDGE OF THE WALKWAY.  A SHALLOW-SET ALUMINUM PIPE INSIDE A
 SD0335'4-INCH PVC PIPE.
 SD0335'THE MARK IS 0.03 M BELOW THE GROUND.
 SD0335
 SD0335                          STATION RECOVERY (1997)
 SD0335
 SD0335'RECOVERY NOTE BY US POWER SQUADRON 1997
 SD0335'RECOVERED IN GOOD CONDITION.
 SD0335
 SD0335                          STATION RECOVERY (2006)
 SD0335
 SD0335'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SD0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0336 ***********************************************************************
 SD0336  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0336  DESIGNATION -  944 0747 C TIDAL
 SD0336  PID         -  SD0336
 SD0336  STATE/COUNTY-  WA/PACIFIC
 SD0336  USGS QUAD   -  OYSTERVILLE (1994)
 SD0336
 SD0336                         *CURRENT SURVEY CONTROL
 SD0336  ___________________________________________________________________
 SD0336* NAD 83(1986)-  46 29 59.     (N)    124 01 41.     (W)     SCALED    
 SD0336* NAVD 88     -         4.316  (meters)      14.16   (feet)  ADJUSTED  
 SD0336  ___________________________________________________________________
 SD0336  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 SD0336  DYNAMIC HT  -           4.317 (meters)      14.16  (feet)  COMP
 SD0336  MODELED GRAV-     980,730.3   (mgal)                       NAVD 88
 SD0336
 SD0336  VERT ORDER  -  FIRST     CLASS II
 SD0336
 SD0336.The horizontal coordinates were scaled from a topographic map and have
 SD0336.an estimated accuracy of +/- 6 seconds.
 SD0336
 SD0336.The orthometric height was determined by differential leveling
 SD0336.and adjusted by the National Geodetic Survey in June 1991..
 SD0336
 SD0336.This Tidal Bench Mark is designated as VM 8960
 SD0336.by the Center for Operational Oceanographic Products and Services.
 SD0336
 SD0336.The geoid height was determined by GEOID03.
 SD0336
 SD0336.The dynamic height is computed by dividing the NAVD 88
 SD0336.geopotential number by the normal gravity value computed on the
 SD0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0336.degrees latitude (g = 980.6199 gals.).
 SD0336
 SD0336.The modeled gravity was interpolated from observed gravity values.
 SD0336
 SD0336;                    North         East    Units  Estimated Accuracy
 SD0336;SPC WA S     -   135,700.      229,290.      MT  (+/- 180 meters Scaled)
 SD0336
 SD0336                          SUPERSEDED SURVEY CONTROL
 SD0336
 SD0336.No superseded survey control is available for this station.
 SD0336
 SD0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS211500(NAD 83)
 SD0336_MARKER: DD = SURVEY DISK
 SD0336_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SD0336_SP_SET: SHALLOW-SET PIPE
 SD0336_STAMPING: 0747 C 1982
 SD0336_MARK LOGO: NOS   
 SD0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0336
 SD0336  HISTORY     - Date     Condition        Report By
 SD0336  HISTORY     - 1982     MONUMENTED       NOS
 SD0336  HISTORY     - 1987     GOOD             NGS
 SD0336  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 SD0336
 SD0336                          STATION DESCRIPTION
 SD0336
 SD0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0336'20.9 KM (13.00 MI) NORTH FROM SEAVIEW.
 SD0336'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0336'IN SEAVIEW, THENCE 0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101,
 SD0336'THENCE 19.8 KM (12.30 MI) NORTH ALONG SANDRIDGE ROAD, THENCE 0.24 KM
 SD0336'(0.15 MI) EAST ALONG AN ASPHALT ROAD EAST TO NAHCOTTA SMALL BOAT
 SD0336'BASIN, AT PORT PENNINSULA, 15.7 M (51.5 FT) SOUTHWEST OF THE
 SD0336'SOUTHWEST CORNER OF A RESTROOM BUILDING, 2.13 M (7.0 FT) SOUTH OF A
 SD0336'2.0 FT DIAMETER PINE TREE, 1.98 M (6.5 FT) NORTH OF A 2.0 FT DIAMETER
 SD0336'PINE TREE.  NOTE--A SHALLOW SET ALUMINUM PIPE INSIDE A 4-INCH PVC
 SD0336'PIPE.
 SD0336'THE MARK IS 0.3 M BELOW THE GROUND.
 SD0336
 SD0336                          STATION RECOVERY (2006)
 SD0336
 SD0336'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SD0336'AFTER SUBSTANTIAL SEARCH OF AREA, THE MARK WAS NOT RECOVERED.  THERE
 SD0336'ARE 4 TREES THAT MATCH THE DESCRIPTION IN THE DATASHEET.  USING THE
 SD0336'GPS COORDINATES NO MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0950 ***********************************************************************
 SC0950  DESIGNATION -  944 0866 TIDAL 3 RESET RM 1
 SC0950  PID         -  SC0950
 SC0950  STATE/COUNTY-  WA/PACIFIC
 SC0950  USGS QUAD   -  SOUTH BEND (1994)
 SC0950
 SC0950                         *CURRENT SURVEY CONTROL
 SC0950  ___________________________________________________________________
 SC0950* NAD 83(1986)-  46 40 54.     (N)    123 45 21.     (W)     SCALED    
 SC0950* NAVD 88     -         4.482  (meters)      14.70   (feet)  ADJUSTED  
 SC0950  ___________________________________________________________________
 SC0950  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SC0950  DYNAMIC HT  -           4.483 (meters)      14.71  (feet)  COMP
 SC0950  MODELED GRAV-     980,781.8   (mgal)                       NAVD 88
 SC0950
 SC0950  VERT ORDER  -  FIRST     CLASS II
 SC0950
 SC0950.The horizontal coordinates were scaled from a topographic map and have
 SC0950.an estimated accuracy of +/- 6 seconds.
 SC0950
 SC0950.The orthometric height was determined by differential leveling
 SC0950.and adjusted by the National Geodetic Survey in June 1991..
 SC0950
 SC0950.The geoid height was determined by GEOID03.
 SC0950
 SC0950.The dynamic height is computed by dividing the NAVD 88
 SC0950.geopotential number by the normal gravity value computed on the
 SC0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0950.degrees latitude (g = 980.6199 gals.).
 SC0950
 SC0950.The modeled gravity was interpolated from observed gravity values.
 SC0950
 SC0950;                    North         East    Units  Estimated Accuracy
 SC0950;SPC WA S     -   155,010.      251,000.      MT  (+/- 180 meters Scaled)
 SC0950
 SC0950                          SUPERSEDED SURVEY CONTROL
 SC0950
 SC0950.No superseded survey control is available for this station.
 SC0950
 SC0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS421700(NAD 83)
 SC0950_MARKER: DR = REFERENCE MARK DISK
 SC0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0950_SP_SET: CONCRETE POST
 SC0950_STAMPING: TIDAL 3 RESET NO 1 1982
 SC0950_MARK LOGO: NGS   
 SC0950_PROJECTION: FLUSH
 SC0950_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0950+STABILITY: SURFACE MOTION
 SC0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0950+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2004
 SC0950
 SC0950  HISTORY     - Date     Condition        Report By
 SC0950  HISTORY     - 1982     MONUMENTED       NGS
 SC0950  HISTORY     - 19820406 GOOD             NGS
 SC0950  HISTORY     - 1987     GOOD             NGS
 SC0950  HISTORY     - 20041105 GOOD             USPSQD
 SC0950
 SC0950                          STATION DESCRIPTION
 SC0950
 SC0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 SC0950'THE STATION IS LOCATED IN THE CITY OF RAYMOND NEAR THE PORT OF WILLIPA
 SC0950'AND ON ROAD RIGHT-OF-WAY. TO REACH FROM THE JUNCTION OF US HIGHWAY 101
 SC0950'AND STATE ROUTE 6 IN RAYMOND, GO WEST ON US HIGHWAY 101 FOR 2.25 KM
 SC0950'(1.40 MI) TO THE ENTRANCCE TO THE PORT OF WILLIPA HARBOR ON THE RIGHT
 SC0950'AND THE STATION ON THE LEFT. THE MARK IS SET IN THE TOP OF A ROUND
 SC0950'CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT) IN DIAMETER AND PROJECTS
 SC0950'0.03 M (0.10 FT) ABOVE THE GROUND SURFACE. IT IS 10.120 M (33.202 FT)
 SC0950'NORTHEAST OF STATION TIDAL 3 RESET, 32.6 M (107.0 FT) SOUTH OF THE
 SC0950'CENTER OF THE ROAD, 17.4 M (57.1 FT) SOUTHWEST OF A LIGHT POLE, 8.7 M
 SC0950'(28.5 FT) EAST OF THE EAST EDGE OF THE DRIVEWAY, 0.4 M (1.3 FT) WEST
 SC0950'OF A WITNESS POST AND 0.3 M (1.0 FT) HIGHER THAN THE STATION.
 SC0950
 SC0950                          STATION RECOVERY (1987)
 SC0950
 SC0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0950'2.2 KM (1.40 MI) WEST FROM RAYMOND.
 SC0950'2.25 KM (1.40 MI) WEST ALONG US HIGHWAY 101 FROM ITS JUNCTION WITH
 SC0950'STATE HIGHWAY 6 IN RAYMOND TO THE PORT OF WILLAPA ON THE RIGHT, 32.6
 SC0950'M (107.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17.4 M (57.1 FT)
 SC0950'SOUTHWEST OF A LIGHTPOLE, 8.7 M (28.5 FT) EAST OF THE EAST EDGE OF A
 SC0950'DRIVEWAY LEADING TO EDWARDS LANDSCAPING.  A RUBBING WAS TAKEN.
 SC0950'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 SC0950
 SC0950                          STATION RECOVERY (2004)
 SC0950
 SC0950'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 SC0950'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0954 ***********************************************************************
 SC0954  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0954  DESIGNATION -  944 0875 A TIDAL
 SC0954  PID         -  SC0954
 SC0954  STATE/COUNTY-  WA/PACIFIC
 SC0954  USGS QUAD   -  SOUTH BEND (1994)
 SC0954
 SC0954                         *CURRENT SURVEY CONTROL
 SC0954  ___________________________________________________________________
 SC0954* NAD 83(1986)-  46 39 46.     (N)    123 47 55.     (W)     SCALED    
 SC0954* NAVD 88     -         4.345  (meters)      14.26   (feet)  ADJUSTED  
 SC0954  ___________________________________________________________________
 SC0954  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 SC0954  DYNAMIC HT  -           4.346 (meters)      14.26  (feet)  COMP
 SC0954  MODELED GRAV-     980,786.4   (mgal)                       NAVD 88
 SC0954
 SC0954  VERT ORDER  -  FIRST     CLASS II
 SC0954
 SC0954.The horizontal coordinates were scaled from a topographic map and have
 SC0954.an estimated accuracy of +/- 6 seconds.
 SC0954
 SC0954.The orthometric height was determined by differential leveling
 SC0954.and adjusted by the National Geodetic Survey in June 1991..
 SC0954
 SC0954.This Tidal Bench Mark is designated as VM 8966
 SC0954.by the Center for Operational Oceanographic Products and Services.
 SC0954
 SC0954.The geoid height was determined by GEOID03.
 SC0954
 SC0954.The dynamic height is computed by dividing the NAVD 88
 SC0954.geopotential number by the normal gravity value computed on the
 SC0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0954.degrees latitude (g = 980.6199 gals.).
 SC0954
 SC0954.The modeled gravity was interpolated from observed gravity values.
 SC0954
 SC0954;                    North         East    Units  Estimated Accuracy
 SC0954;SPC WA S     -   153,050.      247,640.      MT  (+/- 180 meters Scaled)
 SC0954
 SC0954                          SUPERSEDED SURVEY CONTROL
 SC0954
 SC0954.No superseded survey control is available for this station.
 SC0954
 SC0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS389680(NAD 83)
 SC0954_MARKER: DJ = TIDAL STATION DISK
 SC0954_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC0954_SP_SET: CONCRETE LEDGE
 SC0954_STAMPING: 0875 A 1982
 SC0954_MARK LOGO: NOS   
 SC0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0954
 SC0954  HISTORY     - Date     Condition        Report By
 SC0954  HISTORY     - 1982     MONUMENTED       NOS
 SC0954  HISTORY     - 1987     GOOD             NGS
 SC0954
 SC0954                          STATION DESCRIPTION
 SC0954
 SC0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0954'0.7 KM (0.45 MI) EAST FROM SOUTH BEND.
 SC0954'0.72 KM (0.45 MI) EAST ALONG US HIGHWAY 101 FROM THE JUNCTION OF
 SC0954'MEMORIAL AVENUE IN SOUTH BEND, IN THE NORTHEAST CORNER OF A RAISED
 SC0954'CONCRETE LEDGE ALONG THE NORTH FACE OF A CONCRETE FOUNDATION FOR BUDS
 SC0954'LUMBER COMPANY, 13.4 M (44.0 FT) SOUTH OF THE CENTERLINE OF THE
 SC0954'HIGHWAY, 0.18 M (0.6 FT) NORTH OF THE NORTH FACE OF THE BUILDING,
 SC0954'0.18 M (0.6 FT) WEST OF THE EAST EDGE OF THE LEDGE, 0.73 M (2.4 FT)
 SC0954'SOUTH OF THE NORTH EDGE OF THE LEDGE.  A RUBBING WAS TAKEN.
 SC0954'THE MARK IS 0.30 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0956 ***********************************************************************
 SC0956  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0956  DESIGNATION -  944 0875 B TIDAL
 SC0956  PID         -  SC0956
 SC0956  STATE/COUNTY-  WA/PACIFIC
 SC0956  USGS QUAD   -  SOUTH BEND (1994)
 SC0956
 SC0956                         *CURRENT SURVEY CONTROL
 SC0956  ___________________________________________________________________
 SC0956* NAD 83(1986)-  46 39 46.     (N)    123 47 59.     (W)     SCALED    
 SC0956* NAVD 88     -         7.149  (meters)      23.45   (feet)  ADJUSTED  
 SC0956  ___________________________________________________________________
 SC0956  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 SC0956  DYNAMIC HT  -           7.150 (meters)      23.46  (feet)  COMP
 SC0956  MODELED GRAV-     980,786.6   (mgal)                       NAVD 88
 SC0956
 SC0956  VERT ORDER  -  FIRST     CLASS II
 SC0956
 SC0956.The horizontal coordinates were scaled from a topographic map and have
 SC0956.an estimated accuracy of +/- 6 seconds.
 SC0956
 SC0956.The orthometric height was determined by differential leveling
 SC0956.and adjusted by the National Geodetic Survey in June 1991..
 SC0956
 SC0956.This Tidal Bench Mark is designated as VM 8967
 SC0956.by the Center for Operational Oceanographic Products and Services.
 SC0956
 SC0956.The geoid height was determined by GEOID03.
 SC0956
 SC0956.The dynamic height is computed by dividing the NAVD 88
 SC0956.geopotential number by the normal gravity value computed on the
 SC0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0956.degrees latitude (g = 980.6199 gals.).
 SC0956
 SC0956.The modeled gravity was interpolated from observed gravity values.
 SC0956
 SC0956;                    North         East    Units  Estimated Accuracy
 SC0956;SPC WA S     -   153,050.      247,560.      MT  (+/- 180 meters Scaled)
 SC0956
 SC0956                          SUPERSEDED SURVEY CONTROL
 SC0956
 SC0956.No superseded survey control is available for this station.
 SC0956
 SC0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS388680(NAD 83)
 SC0956_MARKER: DJ = TIDAL STATION DISK
 SC0956_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC0956+WITH SETTING: PAVEMENT
 SC0956_SP_SET: CONCRETE FOOTING
 SC0956_STAMPING: 0875 B 1982
 SC0956_MARK LOGO: NOS   
 SC0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0956+STABILITY: SURFACE MOTION
 SC0956
 SC0956  HISTORY     - Date     Condition        Report By
 SC0956  HISTORY     - 1982     MONUMENTED       NOS
 SC0956  HISTORY     - 1987     GOOD             NGS
 SC0956
 SC0956                          STATION DESCRIPTION
 SC0956
 SC0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0956'0.6 KM (0.40 MI) EAST FROM SOUTH BEND.
 SC0956'0.64 KM (0.40 MI) EAST ALONG US HIGHWAY 101 FROM THE JUNCTION OF
 SC0956'MEMORIAL AVENUE IN SOUTH BEND, IN TOP AND AT THE NORTHEAST CORNER OF
 SC0956'A CONCRETE FOOTING FOR STEPS TO THE GAVEL LODGE (NOW ABANDONED), 22.2
 SC0956'M (72.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.6 M (15.1 FT)
 SC0956'NORTH OF THE NORTH FACE OF THE BUILDING, 0.97 M (3.2 FT) EAST OF THE
 SC0956'EAST FACE OF THE STEPS.  A RUBBING WAS TAKEN.
 SC0956'THE MARK IS 0.15 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0957 ***********************************************************************
 SC0957  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0957  DESIGNATION -  944 0875 C TIDAL
 SC0957  PID         -  SC0957
 SC0957  STATE/COUNTY-  WA/PACIFIC
 SC0957  USGS QUAD   -  SOUTH BEND (1994)
 SC0957
 SC0957                         *CURRENT SURVEY CONTROL
 SC0957  ___________________________________________________________________
 SC0957* NAD 83(1986)-  46 39 47.     (N)    123 48 01.     (W)     SCALED    
 SC0957* NAVD 88     -         7.433  (meters)      24.39   (feet)  ADJUSTED  
 SC0957  ___________________________________________________________________
 SC0957  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 SC0957  DYNAMIC HT  -           7.434 (meters)      24.39  (feet)  COMP
 SC0957  MODELED GRAV-     980,786.7   (mgal)                       NAVD 88
 SC0957
 SC0957  VERT ORDER  -  FIRST     CLASS II
 SC0957
 SC0957.The horizontal coordinates were scaled from a topographic map and have
 SC0957.an estimated accuracy of +/- 6 seconds.
 SC0957
 SC0957.The orthometric height was determined by differential leveling
 SC0957.and adjusted by the National Geodetic Survey in June 1991..
 SC0957
 SC0957.This Tidal Bench Mark is designated as VM 8968
 SC0957.by the Center for Operational Oceanographic Products and Services.
 SC0957
 SC0957.The geoid height was determined by GEOID03.
 SC0957
 SC0957.The dynamic height is computed by dividing the NAVD 88
 SC0957.geopotential number by the normal gravity value computed on the
 SC0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0957.degrees latitude (g = 980.6199 gals.).
 SC0957
 SC0957.The modeled gravity was interpolated from observed gravity values.
 SC0957
 SC0957;                    North         East    Units  Estimated Accuracy
 SC0957;SPC WA S     -   153,080.      247,520.      MT  (+/- 180 meters Scaled)
 SC0957
 SC0957                          SUPERSEDED SURVEY CONTROL
 SC0957
 SC0957.No superseded survey control is available for this station.
 SC0957
 SC0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS387680(NAD 83)
 SC0957_MARKER: DJ = TIDAL STATION DISK
 SC0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0957_SP_SET: DOOR SILL
 SC0957_STAMPING: 0875 C 1982
 SC0957_MARK LOGO: NOS   
 SC0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0957
 SC0957  HISTORY     - Date     Condition        Report By
 SC0957  HISTORY     - 1982     MONUMENTED       NOS
 SC0957  HISTORY     - 1987     GOOD             NGS
 SC0957
 SC0957                          STATION DESCRIPTION
 SC0957
 SC0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0957'0.6 KM (0.40 MI) EAST FROM SOUTH BEND.
 SC0957'0.64 KM (0.40 MI) EAST ALONG US HIGHWAY 101 FROM THE JUNCTION OF
 SC0957'MEMORIAL AVENUE IN SOUTH BEND, AT THE GAVEL LODGE (NOW ABANDONED), IN
 SC0957'TOP OF A DOOR SILL AT AN OLD 14 FT TALL BRICK WALL JUST WEST OF THE
 SC0957'LODGE, 5.4 M (17.7 FT) SOUTH OF THE SOUTH CURB OF THE HIGHWAY, 21.8 M
 SC0957'(71.5 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE LODGE, 0.30 M
 SC0957'(1.0 FT) EAST OF THE BRICK WALL.
 SC0957'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0955 ***********************************************************************
 SC0955  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0955  DESIGNATION -  944 0875 D TIDAL
 SC0955  PID         -  SC0955
 SC0955  STATE/COUNTY-  WA/PACIFIC
 SC0955  USGS QUAD   -  SOUTH BEND (1994)
 SC0955
 SC0955                         *CURRENT SURVEY CONTROL
 SC0955  ___________________________________________________________________
 SC0955* NAD 83(1986)-  46 39 47.     (N)    123 47 58.     (W)     SCALED    
 SC0955* NAVD 88     -         4.407  (meters)      14.46   (feet)  ADJUSTED  
 SC0955  ___________________________________________________________________
 SC0955  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 SC0955  DYNAMIC HT  -           4.408 (meters)      14.46  (feet)  COMP
 SC0955  MODELED GRAV-     980,786.6   (mgal)                       NAVD 88
 SC0955
 SC0955  VERT ORDER  -  FIRST     CLASS II
 SC0955
 SC0955.The horizontal coordinates were scaled from a topographic map and have
 SC0955.an estimated accuracy of +/- 6 seconds.
 SC0955
 SC0955.The orthometric height was determined by differential leveling
 SC0955.and adjusted by the National Geodetic Survey in June 1991..
 SC0955
 SC0955.This Tidal Bench Mark is designated as VM 8969
 SC0955.by the Center for Operational Oceanographic Products and Services.
 SC0955
 SC0955.The geoid height was determined by GEOID03.
 SC0955
 SC0955.The dynamic height is computed by dividing the NAVD 88
 SC0955.geopotential number by the normal gravity value computed on the
 SC0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0955.degrees latitude (g = 980.6199 gals.).
 SC0955
 SC0955.The modeled gravity was interpolated from observed gravity values.
 SC0955
 SC0955;                    North         East    Units  Estimated Accuracy
 SC0955;SPC WA S     -   153,080.      247,580.      MT  (+/- 180 meters Scaled)
 SC0955
 SC0955                          SUPERSEDED SURVEY CONTROL
 SC0955
 SC0955.No superseded survey control is available for this station.
 SC0955
 SC0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS388680(NAD 83)
 SC0955_MARKER: DJ = TIDAL STATION DISK
 SC0955_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SC0955_SP_SET: RETAINING WALL
 SC0955_STAMPING: 0875 D 1982
 SC0955_MARK LOGO: NOS   
 SC0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0955+STABILITY: SURFACE MOTION
 SC0955
 SC0955  HISTORY     - Date     Condition        Report By
 SC0955  HISTORY     - 1982     MONUMENTED       NOS
 SC0955  HISTORY     - 1987     GOOD             NGS
 SC0955
 SC0955                          STATION DESCRIPTION
 SC0955
 SC0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0955'0.8 KM (0.50 MI) EAST FROM SOUTH BEND.
 SC0955'0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101 FROM THE JUNCTION OF
 SC0955'MEMORIAL AVENUE IN SOUTH BEND, IN THE NORTHEAST CORNER OF A 1 BY 2 FT
 SC0955'CONCRETE RETAINING WALL AT THE COUNTRY BOWL, 23.3 M (76.4 FT) SOUTH
 SC0955'OF THE CENTERLINE OF THE HIGHWAY, 0.67 M (2.2 FT) WEST OF THE WEST
 SC0955'FACING CORNER OF THE BUILDING ENTRANCE, 0.48 M (1.6 FT) NORTH OF THE
 SC0955'NORTH FACE OF THE BUILDING.  A RUBBING WAS TAKEN.
 SC0955'THE MARK IS 0.61 M ABOVE THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0953 ***********************************************************************
 SC0953  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0953  DESIGNATION -  944 0875 E TIDAL
 SC0953  PID         -  SC0953
 SC0953  STATE/COUNTY-  WA/PACIFIC
 SC0953  USGS QUAD   -  SOUTH BEND (1994)
 SC0953
 SC0953                         *CURRENT SURVEY CONTROL
 SC0953  ___________________________________________________________________
 SC0953* NAD 83(1986)-  46 39 45.     (N)    123 47 55.     (W)     SCALED    
 SC0953* NAVD 88     -         4.045  (meters)      13.27   (feet)  ADJUSTED  
 SC0953  ___________________________________________________________________
 SC0953  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 SC0953  DYNAMIC HT  -           4.046 (meters)      13.27  (feet)  COMP
 SC0953  MODELED GRAV-     980,786.4   (mgal)                       NAVD 88
 SC0953
 SC0953  VERT ORDER  -  FIRST     CLASS II
 SC0953
 SC0953.The horizontal coordinates were scaled from a topographic map and have
 SC0953.an estimated accuracy of +/- 6 seconds.
 SC0953
 SC0953.The orthometric height was determined by differential leveling
 SC0953.and adjusted by the National Geodetic Survey in June 1991..
 SC0953
 SC0953.This Tidal Bench Mark is designated as VM 8970
 SC0953.by the Center for Operational Oceanographic Products and Services.
 SC0953
 SC0953.The geoid height was determined by GEOID03.
 SC0953
 SC0953.The dynamic height is computed by dividing the NAVD 88
 SC0953.geopotential number by the normal gravity value computed on the
 SC0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0953.degrees latitude (g = 980.6199 gals.).
 SC0953
 SC0953.The modeled gravity was interpolated from observed gravity values.
 SC0953
 SC0953;                    North         East    Units  Estimated Accuracy
 SC0953;SPC WA S     -   153,020.      247,640.      MT  (+/- 180 meters Scaled)
 SC0953
 SC0953                          SUPERSEDED SURVEY CONTROL
 SC0953
 SC0953.No superseded survey control is available for this station.
 SC0953
 SC0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS389679(NAD 83)
 SC0953_MARKER: DJ = TIDAL STATION DISK
 SC0953_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SC0953_SP_SET: BUILDING WALL
 SC0953_STAMPING: 0875 E 1982
 SC0953_MARK LOGO: NOS   
 SC0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0953+STABILITY: SURFACE MOTION
 SC0953
 SC0953  HISTORY     - Date     Condition        Report By
 SC0953  HISTORY     - 1982     MONUMENTED       NOS
 SC0953  HISTORY     - 1987     GOOD             NGS
 SC0953
 SC0953                          STATION DESCRIPTION
 SC0953
 SC0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0953'0.9 KM (0.55 MI) EAST FROM SOUTH BEND.
 SC0953'0.88 KM (0.55 MI) EAST ALONG US HIGHWAY 101 FROM THE JUNCTION OF
 SC0953'MEMORIAL AVENUE IN SOUTH BEND, SET VERTICALLY IN THE NORTH FACE OF
 SC0953'THE SECOND CONCRETE PEDESTAL FROM THE NORTHEAST CORNER OF THE SAINT
 SC0953'LAWRENCE CHURCH, 19.5 M (64.0 FT) WEST OF THE CENTER OF KENDRICK
 SC0953'STREET, 26.8 M (87.9 FT) NORTH OF THE CENTER OF FIRST STREET, 2.7 M
 SC0953'(8.9 FT) WEST OF THE NORTHEAST CORNER OF THE CHURCH.  A RUBBING WAS
 SC0953'TAKEN.
 SC0953'THE MARK IS 0.30 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0949 ***********************************************************************
 SC0949  DESIGNATION -  944 0886 TIDAL 3 RESET
 SC0949  PID         -  SC0949
 SC0949  STATE/COUNTY-  WA/PACIFIC
 SC0949  USGS QUAD   -  SOUTH BEND (1994)
 SC0949
 SC0949                         *CURRENT SURVEY CONTROL
 SC0949  ___________________________________________________________________
 SC0949* NAD 83(1986)-  46 40 54.     (N)    123 45 21.     (W)     SCALED    
 SC0949* NAVD 88     -         4.258  (meters)      13.97   (feet)  ADJUSTED  
 SC0949  ___________________________________________________________________
 SC0949  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SC0949  DYNAMIC HT  -           4.259 (meters)      13.97  (feet)  COMP
 SC0949  MODELED GRAV-     980,781.8   (mgal)                       NAVD 88
 SC0949
 SC0949  VERT ORDER  -  FIRST     CLASS II
 SC0949
 SC0949.The horizontal coordinates were scaled from a topographic map and have
 SC0949.an estimated accuracy of +/- 6 seconds.
 SC0949
 SC0949.The orthometric height was determined by differential leveling
 SC0949.and adjusted by the National Geodetic Survey in June 1991..
 SC0949
 SC0949.The geoid height was determined by GEOID03.
 SC0949
 SC0949.The dynamic height is computed by dividing the NAVD 88
 SC0949.geopotential number by the normal gravity value computed on the
 SC0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0949.degrees latitude (g = 980.6199 gals.).
 SC0949
 SC0949.The modeled gravity was interpolated from observed gravity values.
 SC0949
 SC0949;                    North         East    Units  Estimated Accuracy
 SC0949;SPC WA S     -   155,010.      251,000.      MT  (+/- 180 meters Scaled)
 SC0949
 SC0949                          SUPERSEDED SURVEY CONTROL
 SC0949
 SC0949  NGVD 29 (12/17/02)    3.25   (m)           10.7    (f) RESET       3  
 SC0949
 SC0949.Superseded values are not recommended for survey control.
 SC0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0949.See file dsdata.txt to determine how the superseded data were derived.
 SC0949
 SC0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS421700(NAD 83)
 SC0949_MARKER: DB = BENCH MARK DISK
 SC0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0949_SP_SET: CONCRETE POST
 SC0949_STAMPING: TIDAL 3 RESET 1982
 SC0949_MARK LOGO: NGS   
 SC0949_PROJECTION: FLUSH
 SC0949_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0949+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2004
 SC0949
 SC0949  HISTORY     - Date     Condition        Report By
 SC0949  HISTORY     - 1982     MONUMENTED       NGS
 SC0949  HISTORY     - 1987     GOOD             NGS
 SC0949  HISTORY     - 20041105 GOOD             USPSQD
 SC0949
 SC0949                          STATION DESCRIPTION
 SC0949
 SC0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 SC0949'THE STATION IS LOCATED IN THE CITY OF RAYMOND NEAR THE PORT OF WILLIPA
 SC0949'AND ON ROAD RIGHT-OF-WAY. TO REACH FROM THE JUNCTION OF US HIGHWAY 101
 SC0949'AND STATE ROUTE 6 IN RAYMOND, GO WEST ON US HIGHWAY 101 FOR 2.25 KM
 SC0949'(1.40 MI) TO THE ENTRANCCE TO THE PORT OF WILLIPA HARBOR ON THE RIGHT
 SC0949'AND THE STATION ON THE LEFT. THE MARK IS SET IN THE TOP OF A ROUND
 SC0949'CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT) IN DIAMETER AND IS RECESSED
 SC0949'0.2 M (0.7 FT) UNDER A METAL MONUMENT CASE AND COVER.  IT IS 11.748 M
 SC0949'(38.543 FT) NORTHWEST OF REFERENCE MARK 2, 10.120 M (33.202 FT)
 SC0949'SOUTHWEST OF REFERENCE MARK 1, 10.6 M (34.8 FT) EAST OF THE WEST EDGE
 SC0949'OF THE DRIVEWAY, 37.0 M (121.4 FT) SOUTH OF THE CENTER OF US HIGHWAY
 SC0949'101, 4.0 M (13.1 FT) NORTH OF THE SOUTH EDGE OF THE DRIVEWAY AND 1.3 M
 SC0949'(4.3 FT) WEST OF THE EAST EDGE OF THE DRIVEWAY.
 SC0949
 SC0949                          STATION RECOVERY (1987)
 SC0949
 SC0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0949'2.6 KM (1.60 MI) SW FROM RAYMOND.
 SC0949'2.6 KM (1.60 MI) SOUTHWEST ALONG US HIGHWAY 101 FROM THE JUNCTION OF
 SC0949'COMMERCIAL STREET IN RAYMOND, ACROSS THE HIGHWAY FROM THE ENTRANCE TO
 SC0949'THE PORT OF WILLAPA, SET IN ASPHALT UNDER A 10-INCH CAST MONUMENT
 SC0949'COVER, 27.0 M (88.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 SC0949'EASTBOUND, 1.1 M (3.6 FT) SOUTHWEST OF THE NORTHEAST EDGE OF AN
 SC0949'ASPHALT ROAD LEADING NORTHEAST TO EDWARDS LANDSCAPING, 5.5 M (18.0
 SC0949'FT) NORTHWEST OF THE NORTHWEST FACE OF A 5-FT DIAMETER TREE TRUNK
 SC0949'WITH A NURSERY SIGN.
 SC0949'THE MARK IS ABOVE LEVEL WITH THE ASPHALT ROAD.
 SC0949
 SC0949                          STATION RECOVERY (2004)
 SC0949
 SC0949'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 SC0949'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2843 ***********************************************************************
 SC2843  DESIGNATION -  944 0886 TIDAL 3 RST RM 2
 SC2843  PID         -  SC2843
 SC2843  STATE/COUNTY-  WA/PACIFIC
 SC2843  USGS QUAD   -  SOUTH BEND (1994)
 SC2843
 SC2843                         *CURRENT SURVEY CONTROL
 SC2843  ___________________________________________________________________
 SC2843* NAD 83(1986)-  46 40 55.     (N)    123 45 16.     (W)     SCALED    
 SC2843* NAVD 88     -         4.52   (meters)      14.8    (feet)  RESET     
 SC2843  ___________________________________________________________________
 SC2843  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SC2843
 SC2843  VERT ORDER  -  THIRD
 SC2843
 SC2843.The horizontal coordinates were scaled from a topographic map and have
 SC2843.an estimated accuracy of +/- 6 seconds.
 SC2843
 SC2843.The orthometric height was computed from unverified reset data.
 SC2843.No vertical observational check was made to the station.
 SC2843
 SC2843.The geoid height was determined by GEOID03.
 SC2843
 SC2843;                    North         East    Units  Estimated Accuracy
 SC2843;SPC WA S     -   155,030.      251,110.      MT  (+/- 180 meters Scaled)
 SC2843
 SC2843                          SUPERSEDED SURVEY CONTROL
 SC2843
 SC2843.No superseded survey control is available for this station.
 SC2843
 SC2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS423700(NAD 83)
 SC2843_MARKER: DR = REFERENCE MARK DISK
 SC2843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2843_SP_SET: CONCRETE POST
 SC2843_STAMPING: TIDAL 3 RESET NO 2 1982
 SC2843_MARK LOGO: NGS   
 SC2843_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2843+STABILITY: SURFACE MOTION
 SC2843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2843+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2004
 SC2843
 SC2843  HISTORY     - Date     Condition        Report By
 SC2843  HISTORY     - 1982     MONUMENTED       NGS
 SC2843  HISTORY     - 20041105 GOOD             USPSQD
 SC2843
 SC2843                          STATION DESCRIPTION
 SC2843
 SC2843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SC2843'2.25 KM (1.40 MI) WEST ALONG WASHINGTON 101 FROM ITS JUNCTION WITH
 SC2843'STATE HIGHWAY 6 IN RAYMOND TO THE ENTRANCE TO THE PORT OF WILLIPA ON
 SC2843'THE RIGHT, A DRIVEWAY AND SIGN EDWARDS LANDSCAPING ON THE LEFT AND
 SC2843'THE MARK, 7.7 M (25.3 FT) SOUTH OF THE SOUTH EDGE OF THE PAVED
 SC2843'DRIVEWAY, 6.7 M (22.0 FT) SOUTHEAST OF THE SIGN EDWARDS LANDSCAPING.
 SC2843
 SC2843                          STATION RECOVERY (2004)
 SC2843
 SC2843'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 SC2843'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0884 ***********************************************************************
 SC0884  DESIGNATION -  944 0886 TIDAL USE 5
 SC0884  PID         -  SC0884
 SC0884  STATE/COUNTY-  WA/PACIFIC
 SC0884  USGS QUAD   -  RAYMOND (1994)
 SC0884
 SC0884                         *CURRENT SURVEY CONTROL
 SC0884  ___________________________________________________________________
 SC0884* NAD 83(1986)-  46 41 00.     (N)    123 43 54.     (W)     SCALED    
 SC0884* NAVD 88     -         5.044  (meters)      16.55   (feet)  ADJUSTED  
 SC0884  ___________________________________________________________________
 SC0884  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 SC0884  DYNAMIC HT  -           5.045 (meters)      16.55  (feet)  COMP
 SC0884  MODELED GRAV-     980,778.8   (mgal)                       NAVD 88
 SC0884
 SC0884  VERT ORDER  -  FIRST     CLASS II
 SC0884
 SC0884.The horizontal coordinates were scaled from a topographic map and have
 SC0884.an estimated accuracy of +/- 6 seconds.
 SC0884
 SC0884.The orthometric height was determined by differential leveling
 SC0884.and adjusted by the National Geodetic Survey in June 1991..
 SC0884
 SC0884.The geoid height was determined by GEOID03.
 SC0884
 SC0884.The dynamic height is computed by dividing the NAVD 88
 SC0884.geopotential number by the normal gravity value computed on the
 SC0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0884.degrees latitude (g = 980.6199 gals.).
 SC0884
 SC0884.The modeled gravity was interpolated from observed gravity values.
 SC0884
 SC0884;                    North         East    Units  Estimated Accuracy
 SC0884;SPC WA S     -   155,120.      252,850.      MT  (+/- 180 meters Scaled)
 SC0884
 SC0884                          SUPERSEDED SURVEY CONTROL
 SC0884
 SC0884  NGVD 29 (??/??/92)    4.048  (m)           13.28   (f) ADJ UNCH    1 2
 SC0884
 SC0884.Superseded values are not recommended for survey control.
 SC0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0884.See file dsdata.txt to determine how the superseded data were derived.
 SC0884
 SC0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS440702(NAD 83)
 SC0884_MARKER: DD = SURVEY DISK
 SC0884_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC0884+WITH SETTING: PAVEMENT
 SC0884_SP_SET: BRIDGE GUARDRAIL
 SC0884_MARK LOGO: USE   
 SC0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0884+STABILITY: SURFACE MOTION
 SC0884
 SC0884  HISTORY     - Date     Condition        Report By
 SC0884  HISTORY     - UNK      MONUMENTED       DOD
 SC0884  HISTORY     - 1968     GOOD             NGS
 SC0884  HISTORY     - 1987     GOOD             NGS
 SC0884  HISTORY     - 20041105 MARK NOT FOUND   USPSQD
 SC0884
 SC0884                          STATION DESCRIPTION
 SC0884
 SC0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SC0884'IN RAYMOND.
 SC0884'AT RAYMOND, 239 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF U.S.
 SC0884'HIGHWAY 101 (3RD STREET) AND ALDER STREET, IN R8W T14N, SECTION 19, IN
 SC0884'THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE BASE OF
 SC0884'GUARDRAIL OF THE REMAINS OF FORMER HIGHWAY BRIDGE OVER SOUTH FORK OF
 SC0884'WILLAPA RIVER, 138.7 FEET SOUTHWEST OF BENCH MARK B 62, 38.0 FEET
 SC0884'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK OF THE NORTHERN
 SC0884'PACIFIC RAILWAY, 16 FEET NORTHWEST OF THE CENTER OF THE BRIDGE, 3.5
 SC0884'FEET SOUTHWEST OF THE NORTHEAST END OF THE GUARDRAIL BASE, AND ABOUT 1
 SC0884'FOOT HIGHER THAN THE BRIDGE FLOOR.
 SC0884
 SC0884                          STATION RECOVERY (1987)
 SC0884
 SC0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0884'RECOVERED IN GOOD CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE EXCEPT
 SC0884'ADD--0.91 M (3.0 FT) WEST OF THE NORTHWEST CORNER OF A NEW WOOD
 SC0884'BUILDING ON THE REMAINING PART OF THE OLD BRIDGE AT NUMBER 5 OCEAN.
 SC0884'A RUBBING WAS TAKEN.
 SC0884
 SC0884                          STATION RECOVERY (2004)
 SC0884
 SC0884'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 SC0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0033 ***********************************************************************
 SD0033  DESIGNATION -  944 1102 TIDAL 1
 SD0033  PID         -  SD0033
 SD0033  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0033  USGS QUAD   -  WESTPORT (1994)
 SD0033
 SD0033                         *CURRENT SURVEY CONTROL
 SD0033  ___________________________________________________________________
 SD0033* NAD 83(1986)-  46 53 27.     (N)    124 05 36.     (W)     SCALED    
 SD0033* NAVD 88     -         4.984  (meters)      16.35   (feet)  ADJUSTED  
 SD0033  ___________________________________________________________________
 SD0033  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 SD0033  DYNAMIC HT  -           4.985 (meters)      16.36  (feet)  COMP
 SD0033  MODELED GRAV-     980,740.4   (mgal)                       NAVD 88
 SD0033
 SD0033  VERT ORDER  -  FIRST     CLASS II
 SD0033
 SD0033.The horizontal coordinates were scaled from a topographic map and have
 SD0033.an estimated accuracy of +/- 6 seconds.
 SD0033
 SD0033.The orthometric height was determined by differential leveling
 SD0033.and adjusted by the National Geodetic Survey in June 1991..
 SD0033
 SD0033.The geoid height was determined by GEOID03.
 SD0033
 SD0033.The dynamic height is computed by dividing the NAVD 88
 SD0033.geopotential number by the normal gravity value computed on the
 SD0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0033.degrees latitude (g = 980.6199 gals.).
 SD0033
 SD0033.The modeled gravity was interpolated from observed gravity values.
 SD0033
 SD0033;                    North         East    Units  Estimated Accuracy
 SD0033;SPC WA S     -   179,350.      226,260.      MT  (+/- 180 meters Scaled)
 SD0033
 SD0033                          SUPERSEDED SURVEY CONTROL
 SD0033
 SD0033  NGVD 29 (??/??/92)    3.985  (m)           13.07   (f) ADJ UNCH    1 2
 SD0033
 SD0033.Superseded values are not recommended for survey control.
 SD0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0033.See file dsdata.txt to determine how the superseded data were derived.
 SD0033
 SD0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS167936(NAD 83)
 SD0033_MARKER: DB = BENCH MARK DISK
 SD0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0033_STAMPING: 1 1927
 SD0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0033+STABILITY: SURFACE MOTION
 SD0033
 SD0033  HISTORY     - Date     Condition        Report By
 SD0033  HISTORY     - 1927     MONUMENTED       CGS
 SD0033  HISTORY     - 1968     GOOD             NGS
 SD0033
 SD0033                          STATION DESCRIPTION
 SD0033
 SD0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SD0033'0.75 MI SE FROM WESTPORT.
 SD0033'0.25 MILE SOUTH ALONG MONTESANO AVENUE FROM THE POST OFFICE AT
 SD0033'WESTPORT, THENCE 0.5 MILE EAST ALONG PACIFIC AVENUE AND A TRACK ROAD,
 SD0033'IN R11W T16N, SECTION 7, AT THE EAST END OF THE ROAD, AT THE WEST END
 SD0033'OF THE REMAINS OF AN OLD DOCK, ON A SMALL MOUND, 43 1/2 FEET NORTH OF
 SD0033'THE CENTER LINE OF THE ROAD, 43 1/2 FEET EAST OF A SOUTHEAST FENCE
 SD0033'CORNER, 6 1/2 FEET NORTH OF THE EXTENDED CENTER OF AN EAST-WEST FENCE,
 SD0033'1.1 FEET WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD,
 SD0033'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. NOTE--
 SD0033'THE CONCRETE POST IS CRACKED BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0042 ***********************************************************************
 SD0042  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0042  DESIGNATION -  944 1102 TIDAL 2 1952
 SD0042  PID         -  SD0042
 SD0042  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0042  USGS QUAD   -  WESTPORT (1994)
 SD0042
 SD0042                         *CURRENT SURVEY CONTROL
 SD0042  ___________________________________________________________________
 SD0042* NAD 83(1998)-  46 54 28.19840(N)    124 06 42.79879(W)     ADJUSTED  
 SD0042* NAVD 88     -         4.652  (meters)      15.26   (feet)  ADJUSTED  
 SD0042  ___________________________________________________________________
 SD0042  X           -  -2,448,030.030 (meters)                     COMP
 SD0042  Y           -  -3,614,109.683 (meters)                     COMP
 SD0042  Z           -   4,634,756.296 (meters)                     COMP
 SD0042  LAPLACE CORR-          12.24  (seconds)                    DEFLEC99
 SD0042  ELLIP HEIGHT-         -19.95  (meters)          (07/03/01) GPS OBS
 SD0042  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 SD0042  DYNAMIC HT  -           4.652 (meters)      15.26  (feet)  COMP
 SD0042  MODELED GRAV-     980,736.6   (mgal)                       NAVD 88
 SD0042
 SD0042  HORZ ORDER  -  FIRST
 SD0042  VERT ORDER  -  FIRST     CLASS II
 SD0042  ELLP ORDER  -  FIFTH     CLASS I
 SD0042
 SD0042.The horizontal coordinates were established by GPS observations
 SD0042.and adjusted by the National Geodetic Survey in July 2001..
 SD0042.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SD0042.DATUM ITEM on the data sheet items page.
 SD0042
 SD0042.The orthometric height was determined by differential leveling
 SD0042.and adjusted by the National Geodetic Survey in June 1991..
 SD0042
 SD0042.This Tidal Bench Mark is designated as VM 8980
 SD0042.by the Center for Operational Oceanographic Products and Services.
 SD0042
 SD0042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SD0042
 SD0042.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0042
 SD0042.The ellipsoidal height was determined by GPS observations
 SD0042.and is referenced to NAD 83.
 SD0042
 SD0042.The geoid height was determined by GEOID03.
 SD0042
 SD0042.The dynamic height is computed by dividing the NAVD 88
 SD0042.geopotential number by the normal gravity value computed on the
 SD0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0042.degrees latitude (g = 980.6199 gals.).
 SD0042
 SD0042.The modeled gravity was interpolated from observed gravity values.
 SD0042
 SD0042;                    North         East     Units Scale Factor Converg.
 SD0042;SPC WA S     -   181,306.485   224,937.465   MT  0.99993044   -2 37 25.2
 SD0042;SPC WA S     -   594,836.36    737,982.33   sFT  0.99993044   -2 37 25.2
 SD0042;UTM  10      - 5,195,522.029   415,323.124   MT  0.99968813   -0 48 43.2
 SD0042
 SD0042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0042!SPC WA S     -   1.00000313  x   0.99993044  =   0.99993357
 SD0042!UTM  10      -   1.00000313  x   0.99968813  =   0.99969126
 SD0042
 SD0042                          SUPERSEDED SURVEY CONTROL
 SD0042
 SD0042  NAD 83(1991)-  46 54 28.19631(N)    124 06 42.80085(W) AD(       ) 1
 SD0042  ELLIP H (01/20/99)  -19.92   (m)                       GP(       ) 3 2
 SD0042  NAVD 88 (01/20/99)    4.65   (m)           15.3    (f) LEVELING    3  
 SD0042  NGVD 29 (??/??/92)    3.655  (m)           11.99   (f) ADJ UNCH    1 2
 SD0042
 SD0042.Superseded values are not recommended for survey control.
 SD0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0042.See file dsdata.txt to determine how the superseded data were derived.
 SD0042
 SD0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1532395522(NAD 83)
 SD0042_MARKER: DB = BENCH MARK DISK
 SD0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SD0042_SP_SET: FLAG POLE BASE (POLE REMOVED)
 SD0042_STAMPING: TIDAL 2 RESET 1952
 SD0042_MARK LOGO: CGS   
 SD0042_PROJECTION: FLUSH
 SD0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0042+STABILITY: SURFACE MOTION
 SD0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0042+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 SD0042
 SD0042  HISTORY     - Date     Condition        Report By
 SD0042  HISTORY     - 1952     MONUMENTED       CGS
 SD0042  HISTORY     - 1968     GOOD             NGS
 SD0042  HISTORY     - 1976     GOOD             LOCENG
 SD0042  HISTORY     - 19970515 GOOD             WADECO
 SD0042  HISTORY     - 19971015 GOOD             WADECO
 SD0042  HISTORY     - 20000627 GOOD             WADECO
 SD0042  HISTORY     - 20060914 GOOD             NGS
 SD0042
 SD0042                          STATION DESCRIPTION
 SD0042
 SD0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SD0042'1.25 MI N FROM WESTPORT.
 SD0042'0.9 MILE NORTH ALONG MONTESANO AVENUE FROM THE POST OFFICE AT
 SD0042'WESTPORT, THENCE 0.15 MILE NORTHEAST ALONG PATTERSON STREET, THENCE
 SD0042'0.2 MILE NORTHWEST ALONG WESTHAVEN DRIVE, AT WESTHAVEN GRAYS HARBOR
 SD0042'COAST GURAD STATION, IN THE TOP OF THE CONCRETE BASE OF THE FLAGPOLE,
 SD0042'0.6 FOOT SOUTH OF THE POLE, 150 FEET SOUTHWEST OF THE CENTER LINE OF
 SD0042'THE DRIVE, 54 FEET NORTH OF THE CENTER OF THE NORTHEAST ENTRANCE TO
 SD0042'THE COAST GUARD BUILDING, AND ABOUT LEVEL WITH THE GROUND.
 SD0042
 SD0042                          STATION RECOVERY (1976)
 SD0042
 SD0042'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 SD0042'RECOVERED IN GOOD CONDITION.
 SD0042
 SD0042                          STATION RECOVERY (1997)
 SD0042
 SD0042'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 SD0042'A NEW USCG STATION HAS BEEN BUILT 0.1 MI (0.2 KM) EAST ON WESTHAVEN
 SD0042'DRIVE.  THE MARK IS AT THE WESTPORT MERITIME MUSEUM.  THE CURRENT
 SD0042'FLAGPOLE AT THE MERITIME MUSEUM REPLACES ONE THAT WAS REMOVED IN THE
 SD0042'1970S.  THE CEMENT PAD WITH THE BENCH MARK IS STILL IN PLACE, AND IS
 SD0042'LOCATED 54 FT (16.5 M) NORTH OF THE CENTER OF THE NORTHEAST -MAIN-
 SD0042'ENTRANCE TO THE MUSEUM AND ONLINE WITH THE WEST MOST SIDE OF THE
 SD0042'BUILDING.
 SD0042
 SD0042                          STATION RECOVERY (1997)
 SD0042
 SD0042'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 SD0042'RECOVERED AS DESCRIBED.  A NEW USCG STATION HAS BEEN BUILT 0.1 MILES
 SD0042'(0.2 KM) EAST ON WESTHAVEN DRIVE.  THE MARK IS NOW LOCATED AT THE
 SD0042'WESTPORT MERITIME MUSEUM.  THE CURRENT FLAG POLE AT THE MUSEUM
 SD0042'REPLACES THE ORIGINAL ONE THAT WAS REMOVED.  HOWEVER, THE CEMENT PAD
 SD0042'WITH THE TIDAL DISK IS STILL IN PLACE.  THE STATION IS 54 FT (16.5 M)
 SD0042'SOUTH OF THE CENTER OF THE NORTHEAST (MAIN) ENTRANCE TO THE MUSEUM AND
 SD0042'ON-LINE WITH THE WEST MOST SIDE OF THE BUILDING.
 SD0042
 SD0042                          STATION RECOVERY (2000)
 SD0042
 SD0042'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 2000 (RCD)
 SD0042'TIDAL DISK IS CEMENTED IN THE PAD FOR THE OLD USCG STATION FLAG POLE
 SD0042'(SINCE REMOVED) AND IS 16.5 M NORTH OF THE MAIN ENTRANCE TO THE MUSEUM
 SD0042'AND ABOUT 1 M SOUTHWEST OF A 20 FT TALL, 5 INCH DIAMETER, FLAG POLE
 SD0042'THAT WAS INSTALLED IN 1999. THE STATION AND OLD PAD IS COVERED OVER
 SD0042'WITH GRASS.
 SD0042
 SD0042                          STATION RECOVERY (2006)
 SD0042
 SD0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (TGW)
 SD0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0043 ***********************************************************************
 SD0043  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0043  DESIGNATION -  944 1102 TIDAL 8
 SD0043  PID         -  SD0043
 SD0043  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0043  USGS QUAD   -  WESTPORT (1994)
 SD0043
 SD0043                         *CURRENT SURVEY CONTROL
 SD0043  ___________________________________________________________________
 SD0043* NAD 83(1986)-  46 54 20.     (N)    124 06 36.     (W)     SCALED    
 SD0043* NAVD 88     -         4.478  (meters)      14.69   (feet)  ADJUSTED  
 SD0043  ___________________________________________________________________
 SD0043  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 SD0043  DYNAMIC HT  -           4.478 (meters)      14.69  (feet)  COMP
 SD0043  MODELED GRAV-     980,736.5   (mgal)                       NAVD 88
 SD0043
 SD0043  VERT ORDER  -  FIRST     CLASS II
 SD0043
 SD0043.The horizontal coordinates were scaled from a topographic map and have
 SD0043.an estimated accuracy of +/- 6 seconds.
 SD0043
 SD0043.The orthometric height was determined by differential leveling
 SD0043.and adjusted by the National Geodetic Survey in June 1991..
 SD0043
 SD0043.This Tidal Bench Mark is designated as VM 8981
 SD0043.by the Center for Operational Oceanographic Products and Services.
 SD0043
 SD0043.The geoid height was determined by GEOID03.
 SD0043
 SD0043.The dynamic height is computed by dividing the NAVD 88
 SD0043.geopotential number by the normal gravity value computed on the
 SD0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0043.degrees latitude (g = 980.6199 gals.).
 SD0043
 SD0043.The modeled gravity was interpolated from observed gravity values.
 SD0043
 SD0043;                    North         East    Units  Estimated Accuracy
 SD0043;SPC WA S     -   181,050.      225,070.      MT  (+/- 180 meters Scaled)
 SD0043
 SD0043                          SUPERSEDED SURVEY CONTROL
 SD0043
 SD0043  NGVD 29 (??/??/92)    3.481  (m)           11.42   (f) ADJ UNCH    1 2
 SD0043
 SD0043.Superseded values are not recommended for survey control.
 SD0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0043.See file dsdata.txt to determine how the superseded data were derived.
 SD0043
 SD0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS154952(NAD 83)
 SD0043_MARKER: DB = BENCH MARK DISK
 SD0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SD0043_SP_SET: CURB
 SD0043_STAMPING: TIDAL 8 1955
 SD0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0043
 SD0043  HISTORY     - Date     Condition        Report By
 SD0043  HISTORY     - 1955     MONUMENTED       CGS
 SD0043  HISTORY     - 1968     GOOD             NGS
 SD0043
 SD0043                          STATION DESCRIPTION
 SD0043
 SD0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SD0043'1.3 MI N FROM WESTPORT.
 SD0043'0.9 MILE NORTH ALONG MONTESANO AVENUE FROM THE POST OFFICE AT
 SD0043'WESTPORT, THENCE 0.15 MILE NORTHEAST ALONG PATTERSON STREET, THENCE
 SD0043'0.25 MILE NORTHWEST ALONG WESTHAVEN DRIVE, AT THE WEST CORNER OF THE
 SD0043'JUNCTION OF DOCK STREET, IN THE TOP OF THE NORTHWEST CONCRETE CURB OF
 SD0043'THE STREET, 5.0 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE DRIVE, 3
 SD0043'1/2 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 14.2 FEET
 SD0043'NORTHEAST OF THE CENTER OF A FIRE HYDRANT, AND ABOUT 1/2 FOOT HIGHER
 SD0043'THAN THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0137 ***********************************************************************
 SD0137  DESIGNATION -  944 1627 TIDAL 5
 SD0137  PID         -  SD0137
 SD0137  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0137  USGS QUAD   -  TAHOLAH (1993)
 SD0137
 SD0137                         *CURRENT SURVEY CONTROL
 SD0137  ___________________________________________________________________
 SD0137* NAD 83(1986)-  47 18 09.     (N)    124 16 26.     (W)     SCALED    
 SD0137* NAVD 88     -         2.432  (meters)       7.98   (feet)  ADJUSTED  
 SD0137  ___________________________________________________________________
 SD0137  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 SD0137  DYNAMIC HT  -           2.432 (meters)       7.98  (feet)  COMP
 SD0137  MODELED GRAV-     980,768.2   (mgal)                       NAVD 88
 SD0137
 SD0137  VERT ORDER  -  SECOND    CLASS I
 SD0137
 SD0137.The horizontal coordinates were scaled from a topographic map and have
 SD0137.an estimated accuracy of +/- 6 seconds.
 SD0137
 SD0137.The orthometric height was determined by differential leveling
 SD0137.and adjusted by the National Geodetic Survey in June 1991..
 SD0137
 SD0137.The geoid height was determined by GEOID03.
 SD0137
 SD0137.The dynamic height is computed by dividing the NAVD 88
 SD0137.geopotential number by the normal gravity value computed on the
 SD0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0137.degrees latitude (g = 980.6199 gals.).
 SD0137
 SD0137.The modeled gravity was interpolated from observed gravity values.
 SD0137
 SD0137;                    North         East    Units  Estimated Accuracy
 SD0137;SPC WA S     -   225,710.      214,710.      MT  (+/- 180 meters Scaled)
 SD0137
 SD0137                          SUPERSEDED SURVEY CONTROL
 SD0137
 SD0137  NGVD 29 (??/??/92)    1.411  (m)            4.63   (f) ADJ UNCH    2 1
 SD0137
 SD0137.Superseded values are not recommended for survey control.
 SD0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0137.See file dsdata.txt to determine how the superseded data were derived.
 SD0137
 SD0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT037395(NAD 83)
 SD0137_MARKER: DB = BENCH MARK DISK
 SD0137_SETTING: 66 = SET IN ROCK OUTCROP
 SD0137_SP_SET: ROCK LEDGE
 SD0137_STAMPING: TIDAL 5 1972
 SD0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0137+STABILITY: POSITION/ELEVATION WELL
 SD0137
 SD0137  HISTORY     - Date     Condition        Report By
 SD0137  HISTORY     - 1972     MONUMENTED       NOS
 SD0137  HISTORY     - 1977     GOOD             NGS
 SD0137
 SD0137                          STATION DESCRIPTION
 SD0137
 SD0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0137'6.7 MI NORTH FROM MOCLIPS.
 SD0137'5.25 MILES NORTH ALONG STATE HIGHWAY 109 FROM THE POST OFFICE AT
 SD0137'MOCLIPS, THENCE 1.55 MILES NORTH ALONG THE BEACH, IN THE TOP OF
 SD0137'A ROCK LEDGE PROJECTING 3 FT ABOVE THE BEACH, ABOUT 60 METERS
 SD0137'SOUTHWEST OF TIDAL 6.
 SD0137'3 FEET ABOVE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0136 ***********************************************************************
 SD0136  DESIGNATION -  944 1627 TIDAL 6
 SD0136  PID         -  SD0136
 SD0136  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0136  USGS QUAD   -  TAHOLAH (1993)
 SD0136
 SD0136                         *CURRENT SURVEY CONTROL
 SD0136  ___________________________________________________________________
 SD0136* NAD 83(1986)-  47 18 11.     (N)    124 16 25.     (W)     SCALED    
 SD0136* NAVD 88     -         2.416  (meters)       7.93   (feet)  ADJUSTED  
 SD0136  ___________________________________________________________________
 SD0136  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 SD0136  DYNAMIC HT  -           2.416 (meters)       7.93  (feet)  COMP
 SD0136  MODELED GRAV-     980,768.2   (mgal)                       NAVD 88
 SD0136
 SD0136  VERT ORDER  -  SECOND    CLASS I
 SD0136
 SD0136.The horizontal coordinates were scaled from a topographic map and have
 SD0136.an estimated accuracy of +/- 6 seconds.
 SD0136
 SD0136.The orthometric height was determined by differential leveling
 SD0136.and adjusted by the National Geodetic Survey in June 1991..
 SD0136
 SD0136.The geoid height was determined by GEOID03.
 SD0136
 SD0136.The dynamic height is computed by dividing the NAVD 88
 SD0136.geopotential number by the normal gravity value computed on the
 SD0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0136.degrees latitude (g = 980.6199 gals.).
 SD0136
 SD0136.The modeled gravity was interpolated from observed gravity values.
 SD0136
 SD0136;                    North         East    Units  Estimated Accuracy
 SD0136;SPC WA S     -   225,770.      214,730.      MT  (+/- 180 meters Scaled)
 SD0136
 SD0136                          SUPERSEDED SURVEY CONTROL
 SD0136
 SD0136  NGVD 29 (??/??/92)    1.395  (m)            4.58   (f) ADJ UNCH    2 1
 SD0136
 SD0136.Superseded values are not recommended for survey control.
 SD0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0136.See file dsdata.txt to determine how the superseded data were derived.
 SD0136
 SD0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT037396(NAD 83)
 SD0136_MARKER: DB = BENCH MARK DISK
 SD0136_SETTING: 80 = SET IN A BOULDER
 SD0136_SP_SET: BOULDER
 SD0136_STAMPING: TIDAL 6 1972
 SD0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0136+STABILITY: SURFACE MOTION
 SD0136
 SD0136  HISTORY     - Date     Condition        Report By
 SD0136  HISTORY     - 1972     MONUMENTED       NOS
 SD0136  HISTORY     - 1977     GOOD             NGS
 SD0136
 SD0136                          STATION DESCRIPTION
 SD0136
 SD0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0136'6.7 MI NORTH FROM MOCLIPS.
 SD0136'5.25 MILES NORTH ALONG STATE HIGHWAY 109 FROM THE POST OFFICE AT
 SD0136'MOCLIPS, THENCE 1.5 MILES NORTH ALONG THE BEACH, IN THE TOP OF
 SD0136'A 4- BY 15-FOOT BOULDER PROJECTING 3 FT ABOVE THE BEACH, 88.5 FT WEST
 SD0136'OF TIDAL 7 AND ABOUT 10 FT SOUTH OF THE CLIFF.
 SD0136'3 FEET ABOVE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0135 ***********************************************************************
 SD0135  DESIGNATION -  944 1627 TIDAL 7
 SD0135  PID         -  SD0135
 SD0135  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0135  USGS QUAD   -  TAHOLAH (1993)
 SD0135
 SD0135                         *CURRENT SURVEY CONTROL
 SD0135  ___________________________________________________________________
 SD0135* NAD 83(1986)-  47 18 11.     (N)    124 16 25.     (W)     SCALED    
 SD0135* NAVD 88     -         3.064  (meters)      10.05   (feet)  ADJUSTED  
 SD0135  ___________________________________________________________________
 SD0135  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 SD0135  DYNAMIC HT  -           3.064 (meters)      10.05  (feet)  COMP
 SD0135  MODELED GRAV-     980,768.2   (mgal)                       NAVD 88
 SD0135
 SD0135  VERT ORDER  -  SECOND    CLASS I
 SD0135
 SD0135.The horizontal coordinates were scaled from a topographic map and have
 SD0135.an estimated accuracy of +/- 6 seconds.
 SD0135
 SD0135.The orthometric height was determined by differential leveling
 SD0135.and adjusted by the National Geodetic Survey in June 1991..
 SD0135
 SD0135.The geoid height was determined by GEOID03.
 SD0135
 SD0135.The dynamic height is computed by dividing the NAVD 88
 SD0135.geopotential number by the normal gravity value computed on the
 SD0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0135.degrees latitude (g = 980.6199 gals.).
 SD0135
 SD0135.The modeled gravity was interpolated from observed gravity values.
 SD0135
 SD0135;                    North         East    Units  Estimated Accuracy
 SD0135;SPC WA S     -   225,770.      214,730.      MT  (+/- 180 meters Scaled)
 SD0135
 SD0135                          SUPERSEDED SURVEY CONTROL
 SD0135
 SD0135  NGVD 29 (??/??/92)    2.043  (m)            6.70   (f) ADJ UNCH    2 1
 SD0135
 SD0135.Superseded values are not recommended for survey control.
 SD0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0135.See file dsdata.txt to determine how the superseded data were derived.
 SD0135
 SD0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT037396(NAD 83)
 SD0135_MARKER: DB = BENCH MARK DISK
 SD0135_SETTING: 66 = SET IN ROCK OUTCROP
 SD0135_SP_SET: OUTCROP
 SD0135_STAMPING: TIDAL 7 1972
 SD0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0135+STABILITY: POSITION/ELEVATION WELL
 SD0135
 SD0135  HISTORY     - Date     Condition        Report By
 SD0135  HISTORY     - 1972     MONUMENTED       NOS
 SD0135  HISTORY     - 1977     GOOD             NGS
 SD0135
 SD0135                          STATION DESCRIPTION
 SD0135
 SD0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0135'6.7 MI NORTH FROM MOCLIPS.
 SD0135'5.25 MILES NORTH ALONG STATE HIGHWAY 109 FROM THE POST OFFICE AT
 SD0135'MOCLIPS, THENCE 1.5 MILES NORTH ALONG THE BEACH AND IN THE TOP
 SD0135'OF THE WEST EDGE OF A 6- BY 12-FOOT LEDGE PROTRUDING FROM A LARGE
 SD0135'OUTCROP.
 SD0135'5 FEET ABOVE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0134 ***********************************************************************
 SD0134  DESIGNATION -  944 1627 TIDAL 8
 SD0134  PID         -  SD0134
 SD0134  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0134  USGS QUAD   -  TAHOLAH (1993)
 SD0134
 SD0134                         *CURRENT SURVEY CONTROL
 SD0134  ___________________________________________________________________
 SD0134* NAD 83(1986)-  47 18 17.     (N)    124 16 21.     (W)     SCALED    
 SD0134* NAVD 88     -         3.471  (meters)      11.39   (feet)  ADJUSTED  
 SD0134  ___________________________________________________________________
 SD0134  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 SD0134  DYNAMIC HT  -           3.472 (meters)      11.39  (feet)  COMP
 SD0134  MODELED GRAV-     980,768.2   (mgal)                       NAVD 88
 SD0134
 SD0134  VERT ORDER  -  SECOND    CLASS I
 SD0134
 SD0134.The horizontal coordinates were scaled from a topographic map and have
 SD0134.an estimated accuracy of +/- 6 seconds.
 SD0134
 SD0134.The orthometric height was determined by differential leveling
 SD0134.and adjusted by the National Geodetic Survey in June 1991..
 SD0134
 SD0134.The geoid height was determined by GEOID03.
 SD0134
 SD0134.The dynamic height is computed by dividing the NAVD 88
 SD0134.geopotential number by the normal gravity value computed on the
 SD0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0134.degrees latitude (g = 980.6199 gals.).
 SD0134
 SD0134.The modeled gravity was interpolated from observed gravity values.
 SD0134
 SD0134;                    North         East    Units  Estimated Accuracy
 SD0134;SPC WA S     -   225,950.      214,830.      MT  (+/- 180 meters Scaled)
 SD0134
 SD0134                          SUPERSEDED SURVEY CONTROL
 SD0134
 SD0134  NGVD 29 (??/??/92)    2.450  (m)            8.04   (f) ADJ UNCH    2 1
 SD0134
 SD0134.Superseded values are not recommended for survey control.
 SD0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0134.See file dsdata.txt to determine how the superseded data were derived.
 SD0134
 SD0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT038398(NAD 83)
 SD0134_MARKER: DB = BENCH MARK DISK
 SD0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SD0134_SP_SET: BOULDER
 SD0134_STAMPING: TIDAL 8 1972
 SD0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0134
 SD0134  HISTORY     - Date     Condition        Report By
 SD0134  HISTORY     - 1972     MONUMENTED       NOS
 SD0134  HISTORY     - 1977     GOOD             NGS
 SD0134
 SD0134                          STATION DESCRIPTION
 SD0134
 SD0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0134'6.6 MI NORTH FROM MOCLIPS.
 SD0134'5.25 MILES NORTH ALONG STATE HIGHWAY 109 FROM THE POST OFFICE AT
 SD0134'MOCLIPS, THENCE 1.4 MILES NORTH ALONG THE BEACH TO THE NORTH BEACH
 SD0134'OF GRENVILLE BAY, IN TOP OF A 5- BY 7-FOOT BOULDER PROJECTING 2 FT,
 SD0134'28 FT SOUTHWEST OF THE SOUTH TIP OF A ROCKY POINT LANDSLIDE, AND
 SD0134'15 FT NORTH OF THE NORTH EDGE OF A 12- BY 12-FOOT BOULDER PROJECTING
 SD0134'11 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0163 ***********************************************************************
 SD0163  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0163  DESIGNATION -  944 2396 TIDAL 1
 SD0163  PID         -  SD0163
 SD0163  STATE/COUNTY-  WA/CLALLAM
 SD0163  USGS QUAD   -  LA PUSH (1982)
 SD0163
 SD0163                         *CURRENT SURVEY CONTROL
 SD0163  ___________________________________________________________________
 SD0163* NAD 83(1986)-  47 54 25.     (N)    124 38 49.     (W)     SCALED    
 SD0163* NAVD 88     -         3.931  (meters)      12.90   (feet)  ADJUSTED  
 SD0163  ___________________________________________________________________
 SD0163  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SD0163  DYNAMIC HT  -           3.931 (meters)      12.90  (feet)  COMP
 SD0163  MODELED GRAV-     980,828.8   (mgal)                       NAVD 88
 SD0163
 SD0163  VERT ORDER  -  SECOND    CLASS I
 SD0163
 SD0163.The horizontal coordinates were scaled from a topographic map and have
 SD0163.an estimated accuracy of +/- 6 seconds.
 SD0163
 SD0163.The orthometric height was determined by differential leveling
 SD0163.and adjusted by the National Geodetic Survey in June 1991..
 SD0163
 SD0163.This Tidal Bench Mark is designated as VM 14379
 SD0163.by the Center for Operational Oceanographic Products and Services.
 SD0163
 SD0163.The geoid height was determined by GEOID03.
 SD0163
 SD0163.The dynamic height is computed by dividing the NAVD 88
 SD0163.geopotential number by the normal gravity value computed on the
 SD0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0163.degrees latitude (g = 980.6199 gals.).
 SD0163
 SD0163.The modeled gravity was interpolated from observed gravity values.
 SD0163
 SD0163;                    North         East    Units  Estimated Accuracy
 SD0163;SPC WA N     -   107,900.      215,030.      MT  (+/- 180 meters Scaled)
 SD0163
 SD0163                          SUPERSEDED SURVEY CONTROL
 SD0163
 SD0163  NGVD 29 (??/??/92)    2.836  (m)            9.30   (f) ADJ UNCH    2 1
 SD0163
 SD0163.Superseded values are not recommended for survey control.
 SD0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0163.See file dsdata.txt to determine how the superseded data were derived.
 SD0163
 SD0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU769072(NAD 83)
 SD0163_MARKER: DJ = TIDAL STATION DISK
 SD0163_SETTING: 66 = SET IN ROCK OUTCROP
 SD0163_SP_SET: ROCK OUTCROP
 SD0163_STAMPING: BM 1 1974
 SD0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0163+STABILITY: POSITION/ELEVATION WELL
 SD0163
 SD0163  HISTORY     - Date     Condition        Report By
 SD0163  HISTORY     - 1974     MONUMENTED       NOS
 SD0163  HISTORY     - 1977     GOOD             NGS
 SD0163
 SD0163                          STATION DESCRIPTION
 SD0163
 SD0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0163'LA PUSH.
 SD0163'AT LA PUSH, ON THE WEST SIDE OF THE SOUTHWEST POINT OF THE EAST
 SD0163'ONE OF TWO SMALL ISLANDS AT THE NORTH END OF JAMES ISLAND AND IN
 SD0163'A SMALL FLAT AREA ON THE ROUNDED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0162 ***********************************************************************
 SD0162  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0162  DESIGNATION -  944 2396 TIDAL 2
 SD0162  PID         -  SD0162
 SD0162  STATE/COUNTY-  WA/CLALLAM
 SD0162  USGS QUAD   -  LA PUSH (1982)
 SD0162
 SD0162                         *CURRENT SURVEY CONTROL
 SD0162  ___________________________________________________________________
 SD0162* NAD 83(1986)-  47 54 25.     (N)    124 38 47.     (W)     SCALED    
 SD0162* NAVD 88     -         5.729  (meters)      18.80   (feet)  ADJUSTED  
 SD0162  ___________________________________________________________________
 SD0162  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SD0162  DYNAMIC HT  -           5.730 (meters)      18.80  (feet)  COMP
 SD0162  MODELED GRAV-     980,828.8   (mgal)                       NAVD 88
 SD0162
 SD0162  VERT ORDER  -  SECOND    CLASS I
 SD0162
 SD0162.The horizontal coordinates were scaled from a topographic map and have
 SD0162.an estimated accuracy of +/- 6 seconds.
 SD0162
 SD0162.The orthometric height was determined by differential leveling
 SD0162.and adjusted by the National Geodetic Survey in June 1991..
 SD0162
 SD0162.This Tidal Bench Mark is designated as VM 14380
 SD0162.by the Center for Operational Oceanographic Products and Services.
 SD0162
 SD0162.The geoid height was determined by GEOID03.
 SD0162
 SD0162.The dynamic height is computed by dividing the NAVD 88
 SD0162.geopotential number by the normal gravity value computed on the
 SD0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0162.degrees latitude (g = 980.6199 gals.).
 SD0162
 SD0162.The modeled gravity was interpolated from observed gravity values.
 SD0162
 SD0162;                    North         East    Units  Estimated Accuracy
 SD0162;SPC WA N     -   107,900.      215,070.      MT  (+/- 180 meters Scaled)
 SD0162
 SD0162                          SUPERSEDED SURVEY CONTROL
 SD0162
 SD0162  NGVD 29 (??/??/92)    4.634  (m)           15.20   (f) ADJ UNCH    2 1
 SD0162
 SD0162.Superseded values are not recommended for survey control.
 SD0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0162.See file dsdata.txt to determine how the superseded data were derived.
 SD0162
 SD0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU769072(NAD 83)
 SD0162_MARKER: DJ = TIDAL STATION DISK
 SD0162_SETTING: 66 = SET IN ROCK OUTCROP
 SD0162_SP_SET: ROCK OUTCROP
 SD0162_STAMPING: BM 2 1974
 SD0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0162+STABILITY: POSITION/ELEVATION WELL
 SD0162
 SD0162  HISTORY     - Date     Condition        Report By
 SD0162  HISTORY     - 1974     MONUMENTED       NOS
 SD0162  HISTORY     - 1977     GOOD             NGS
 SD0162
 SD0162                          STATION DESCRIPTION
 SD0162
 SD0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0162'LA PUSH.
 SD0162'AT LA PUSH, ON THE SOUTH SIDE OF THE EAST ON OF TWO SMALL ISLANDS
 SD0162'AT THE NORTH END OD JAMES ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0161 ***********************************************************************
 SD0161  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0161  DESIGNATION -  944 2396 TIDAL 3
 SD0161  PID         -  SD0161
 SD0161  STATE/COUNTY-  WA/CLALLAM
 SD0161  USGS QUAD   -  LA PUSH (1982)
 SD0161
 SD0161                         *CURRENT SURVEY CONTROL
 SD0161  ___________________________________________________________________
 SD0161* NAD 83(1986)-  47 54 26.     (N)    124 38 45.     (W)     SCALED    
 SD0161* NAVD 88     -         2.478  (meters)       8.13   (feet)  ADJUSTED  
 SD0161  ___________________________________________________________________
 SD0161  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SD0161  DYNAMIC HT  -           2.478 (meters)       8.13  (feet)  COMP
 SD0161  MODELED GRAV-     980,828.8   (mgal)                       NAVD 88
 SD0161
 SD0161  VERT ORDER  -  SECOND    CLASS I
 SD0161
 SD0161.The horizontal coordinates were scaled from a topographic map and have
 SD0161.an estimated accuracy of +/- 6 seconds.
 SD0161
 SD0161.The orthometric height was determined by differential leveling
 SD0161.and adjusted by the National Geodetic Survey in June 1991..
 SD0161
 SD0161.This Tidal Bench Mark is designated as VM 14381
 SD0161.by the Center for Operational Oceanographic Products and Services.
 SD0161
 SD0161.The geoid height was determined by GEOID03.
 SD0161
 SD0161.The dynamic height is computed by dividing the NAVD 88
 SD0161.geopotential number by the normal gravity value computed on the
 SD0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0161.degrees latitude (g = 980.6199 gals.).
 SD0161
 SD0161.The modeled gravity was interpolated from observed gravity values.
 SD0161
 SD0161;                    North         East    Units  Estimated Accuracy
 SD0161;SPC WA N     -   107,930.      215,110.      MT  (+/- 180 meters Scaled)
 SD0161
 SD0161                          SUPERSEDED SURVEY CONTROL
 SD0161
 SD0161  NGVD 29 (??/??/92)    1.383  (m)            4.54   (f) ADJ UNCH    2 1
 SD0161
 SD0161.Superseded values are not recommended for survey control.
 SD0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0161.See file dsdata.txt to determine how the superseded data were derived.
 SD0161
 SD0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU770072(NAD 83)
 SD0161_MARKER: DJ = TIDAL STATION DISK
 SD0161_SETTING: 66 = SET IN ROCK OUTCROP
 SD0161_SP_SET: ROCK OUTCROP
 SD0161_STAMPING: BM 3 1974
 SD0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0161+STABILITY: POSITION/ELEVATION WELL
 SD0161
 SD0161  HISTORY     - Date     Condition        Report By
 SD0161  HISTORY     - 1974     MONUMENTED       NOS
 SD0161  HISTORY     - 1977     GOOD             NGS
 SD0161
 SD0161                          STATION DESCRIPTION
 SD0161
 SD0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0161'LA PUSH.
 SD0161'AT LA PUSH, ON THE NORTHEAST CORNER OF JAMES ISLAND, IN A SMALL
 SD0161'ROCK OUTCROP CONNECTED TO THE NORTH END OF A LARGE ROCK PILLAR,
 SD0161'ADJACENT TO A BOAT LANDING AREA AND AWASH BUT VISIBLE AT HIGH
 SD0161'TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0166 ***********************************************************************
 SD0166  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0166  DESIGNATION -  944 2396 TIDAL 4
 SD0166  PID         -  SD0166
 SD0166  STATE/COUNTY-  WA/CLALLAM
 SD0166  USGS QUAD   -  LA PUSH (1982)
 SD0166
 SD0166                         *CURRENT SURVEY CONTROL
 SD0166  ___________________________________________________________________
 SD0166* NAD 83(1986)-  47 55 15.     (N)    124 38 17.     (W)     SCALED    
 SD0166* NAVD 88     -         5.353  (meters)      17.56   (feet)  ADJUSTED  
 SD0166  ___________________________________________________________________
 SD0166  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 SD0166  DYNAMIC HT  -           5.355 (meters)      17.57  (feet)  COMP
 SD0166  MODELED GRAV-     980,831.1   (mgal)                       NAVD 88
 SD0166
 SD0166  VERT ORDER  -  SECOND    CLASS I
 SD0166
 SD0166.The horizontal coordinates were scaled from a topographic map and have
 SD0166.an estimated accuracy of +/- 6 seconds.
 SD0166
 SD0166.The orthometric height was determined by differential leveling
 SD0166.and adjusted by the National Geodetic Survey in June 1991..
 SD0166
 SD0166.This Tidal Bench Mark is designated as VM 14382
 SD0166.by the Center for Operational Oceanographic Products and Services.
 SD0166
 SD0166.The geoid height was determined by GEOID03.
 SD0166
 SD0166.The dynamic height is computed by dividing the NAVD 88
 SD0166.geopotential number by the normal gravity value computed on the
 SD0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0166.degrees latitude (g = 980.6199 gals.).
 SD0166
 SD0166.The modeled gravity was interpolated from observed gravity values.
 SD0166
 SD0166;                    North         East    Units  Estimated Accuracy
 SD0166;SPC WA N     -   109,410.      215,770.      MT  (+/- 180 meters Scaled)
 SD0166
 SD0166                          SUPERSEDED SURVEY CONTROL
 SD0166
 SD0166  NGVD 29 (??/??/92)    4.259  (m)           13.97   (f) ADJ UNCH    2 1
 SD0166
 SD0166.Superseded values are not recommended for survey control.
 SD0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0166.See file dsdata.txt to determine how the superseded data were derived.
 SD0166
 SD0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU776088(NAD 83)
 SD0166_MARKER: DJ = TIDAL STATION DISK
 SD0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SD0166_SP_SET: CONCRETE DRINKING FOUNTAIN
 SD0166_STAMPING: BM 4 1974
 SD0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0166
 SD0166  HISTORY     - Date     Condition        Report By
 SD0166  HISTORY     - 1974     MONUMENTED       NOS
 SD0166  HISTORY     - 1977     GOOD             NGS
 SD0166
 SD0166                          STATION DESCRIPTION
 SD0166
 SD0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0166'1.0 MI NORTH FROM LA PUSH.
 SD0166'ACROSS THE QUILLAYUTE RIVER FROM THE U.S. COAST GUARD STATION AT
 SD0166'LA PUSH, THENCE 1.0 MILE NORTH ALONG THE BREAKWATER TO THE RIALTO
 SD0166'BEACH STATE PARK, IN THE CENTER OF THE TOP STEP OF A CONCRETE
 SD0166'DRINKING FOUNTAIN AT THE NORTHEAST CORNER OF THE TWO PAVED PARKING
 SD0166'LOTS, 70.3 FT NORTHWEST OF THE NORTHWEST LEG OF THE PARK REGISTRATION
 SD0166'BOOTH AND 27.2 FT SOUTHEAST OF THE SOUTHWEST CORNER OF THE PARK
 SD0166'LAVATORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0158 ***********************************************************************
 SD0158  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0158  DESIGNATION -  944 2396 TIDAL 7
 SD0158  PID         -  SD0158
 SD0158  STATE/COUNTY-  WA/CLALLAM
 SD0158  USGS QUAD   -  LA PUSH (1982)
 SD0158
 SD0158                         *CURRENT SURVEY CONTROL
 SD0158  ___________________________________________________________________
 SD0158* NAD 83(1991)-  47 54 30.99377(N)    124 38 16.81772(W)     ADJUSTED  
 SD0158* NAVD 88     -         8.622  (meters)      28.29   (feet)  ADJUSTED  
 SD0158  ___________________________________________________________________
 SD0158  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 SD0158  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SD0158  DYNAMIC HT  -           8.624 (meters)      28.29  (feet)  COMP
 SD0158  MODELED GRAV-     980,828.2   (mgal)                       NAVD 88
 SD0158
 SD0158  HORZ ORDER  -  THIRD
 SD0158  VERT ORDER  -  SECOND    CLASS I
 SD0158
 SD0158.The horizontal coordinates were established by classical geodetic methods
 SD0158.and adjusted by the National Geodetic Survey in December 1991..
 SD0158.No horizontal observational check was made to the station.
 SD0158
 SD0158.The orthometric height was determined by differential leveling
 SD0158.and adjusted by the National Geodetic Survey in June 1991..
 SD0158
 SD0158.This Tidal Bench Mark is designated as VM 16894
 SD0158.by the Center for Operational Oceanographic Products and Services.
 SD0158
 SD0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0158
 SD0158.The geoid height was determined by GEOID03.
 SD0158
 SD0158.The dynamic height is computed by dividing the NAVD 88
 SD0158.geopotential number by the normal gravity value computed on the
 SD0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0158.degrees latitude (g = 980.6199 gals.).
 SD0158
 SD0158.The modeled gravity was interpolated from observed gravity values.
 SD0158
 SD0158;                    North         East     Units Scale Factor Converg.
 SD0158;SPC WA N     -   108,049.952   215,704.324   MT  0.99994890   -2 49 57.6
 SD0158;SPC WA N     -   354,493.88    707,689.94   sFT  0.99994890   -2 49 57.6
 SD0158;UTM  10      - 5,307,441.158   377,598.220   MT  0.99978410   -1 12 56.4
 SD0158
 SD0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0158!SPC WA N     -   1.00000232  x   0.99994890  =   0.99995122
 SD0158!UTM  10      -   1.00000232  x   0.99978410  =   0.99978642
 SD0158
 SD0158                          SUPERSEDED SURVEY CONTROL
 SD0158
 SD0158  NAD 83(1986)-  47 54 30.99325(N)    124 38 16.83018(W) AD(       ) 3
 SD0158  NAD 27      -  47 54 31.74236(N)    124 38 11.90317(W) AD(       ) 3
 SD0158  NGVD 29 (??/??/92)    7.527  (m)           24.69   (f) ADJ UNCH    2 1
 SD0158
 SD0158.Superseded values are not recommended for survey control.
 SD0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0158.See file dsdata.txt to determine how the superseded data were derived.
 SD0158
 SD0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU7759807441(NAD 83)
 SD0158_MARKER: DB = BENCH MARK DISK
 SD0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SD0158_SP_SET: CONCRETE PIER
 SD0158_STAMPING: 7 1955
 SD0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0158
 SD0158  HISTORY     - Date     Condition        Report By
 SD0158  HISTORY     - 1969     MONUMENTED       CGS
 SD0158  HISTORY     - 1977     GOOD             NGS
 SD0158
 SD0158                          STATION DESCRIPTION
 SD0158
 SD0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 SD0158'SEE STATION QUILL
 SD0158
 SD0158                          STATION RECOVERY (1977)
 SD0158
 SD0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 SD0158'LA PUSH.
 SD0158'AT LA PUSH, IN THE NORTH CONCRETE PIER OF A DISMANTLED U.S. COAST
 SD0158'GUARD LOOK OUT TOWER, 56 FT NORTHWEST OF THE NORTH CORNER OF THE
 SD0158'COAST GUARD ADMINISTRATION BUILDING AND 6.0 FT SOUTH OF QUILLAYUTE
 SD0158'R. C.G.L.O.T..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0189 ***********************************************************************
 TS0189  TIDAL BM    -  This is a Tidal Bench Mark.
 TS0189  DESIGNATION -  944 2861 A TIDAL
 TS0189  PID         -  TS0189
 TS0189  STATE/COUNTY-  WA/CLALLAM
 TS0189  USGS QUAD   -  MAKAH BAY (1984)
 TS0189
 TS0189                         *CURRENT SURVEY CONTROL
 TS0189  ___________________________________________________________________
 TS0189* NAD 83(1986)-  48 17 49.     (N)    124 40 43.     (W)     SCALED    
 TS0189* NAVD 88     -         5.236  (meters)      17.18   (feet)  ADJUSTED  
 TS0189  ___________________________________________________________________
 TS0189  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TS0189  DYNAMIC HT  -           5.237 (meters)      17.18  (feet)  COMP
 TS0189  MODELED GRAV-     980,884.8   (mgal)                       NAVD 88
 TS0189
 TS0189  VERT ORDER  -  SECOND    CLASS I
 TS0189
 TS0189.The horizontal coordinates were scaled from a topographic map and have
 TS0189.an estimated accuracy of +/- 6 seconds.
 TS0189
 TS0189.The orthometric height was determined by differential leveling
 TS0189.and adjusted by the National Geodetic Survey in June 1991..
 TS0189
 TS0189.This Tidal Bench Mark is designated as VM 9003
 TS0189.by the Center for Operational Oceanographic Products and Services.
 TS0189
 TS0189.The geoid height was determined by GEOID03.
 TS0189
 TS0189.The dynamic height is computed by dividing the NAVD 88
 TS0189.geopotential number by the normal gravity value computed on the
 TS0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0189.degrees latitude (g = 980.6199 gals.).
 TS0189
 TS0189.The modeled gravity was interpolated from observed gravity values.
 TS0189
 TS0189;                    North         East    Units  Estimated Accuracy
 TS0189;SPC WA N     -   151,320.      214,830.      MT  (+/- 180 meters Scaled)
 TS0189
 TS0189                          SUPERSEDED SURVEY CONTROL
 TS0189
 TS0189  NGVD 29 (??/??/92)    4.098  (m)           13.44   (f) ADJ UNCH    2 1
 TS0189
 TS0189.Superseded values are not recommended for survey control.
 TS0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0189.See file dsdata.txt to determine how the superseded data were derived.
 TS0189
 TS0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU755506(NAD 83)
 TS0189_MARKER: DJ = TIDAL STATION DISK
 TS0189_SETTING: 66 = SET IN ROCK OUTCROP
 TS0189_SP_SET: BEDROCK
 TS0189_STAMPING: 2861 A 1977
 TS0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TS0189+STABILITY: POSITION/ELEVATION WELL
 TS0189
 TS0189  HISTORY     - Date     Condition        Report By
 TS0189  HISTORY     - 1977     MONUMENTED       NOS
 TS0189  HISTORY     - 1977     GOOD             NGS
 TS0189
 TS0189                          STATION DESCRIPTION
 TS0189
 TS0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TS0189'NEAH BAY.
 TS0189'0.55 MILE SOUTHWEST ALONG BAYVIEW AVENUE FROM THE POST OFFICE AT
 TS0189'NEAH BAY, THENCE 2.65 MILES SOUTH ALONG STATE HIGHWAY 1, THENCE
 TS0189'1.7 MILES SOUTHWEST ALONG A PRIVATE LOGGING ROAD, THENCE 1.6 MILES
 TS0189'ALONG A GRAVEL ROAD LEADING TO A MAKAH INDIAN COMMUNITY, THENCE
 TS0189'0.7 MILE ALONG THE BEACH, THENCE 0.3 MILE WESTERLY ALONG THE COAST
 TS0189'LINE TO THE SECOND OF TWO COVES, AT THE SOUTHWEST END OF THE BEACH
 TS0189'AND 165 FT WEST OF 2861 B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0188 ***********************************************************************
 TS0188  TIDAL BM    -  This is a Tidal Bench Mark.
 TS0188  DESIGNATION -  944 2861 B TIDAL
 TS0188  PID         -  TS0188
 TS0188  STATE/COUNTY-  WA/CLALLAM
 TS0188  USGS QUAD   -  MAKAH BAY (1984)
 TS0188
 TS0188                         *CURRENT SURVEY CONTROL
 TS0188  ___________________________________________________________________
 TS0188* NAD 83(1986)-  48 17 47.     (N)    124 40 43.     (W)     SCALED    
 TS0188* NAVD 88     -         7.173  (meters)      23.53   (feet)  ADJUSTED  
 TS0188  ___________________________________________________________________
 TS0188  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TS0188  DYNAMIC HT  -           7.175 (meters)      23.54  (feet)  COMP
 TS0188  MODELED GRAV-     980,884.5   (mgal)                       NAVD 88
 TS0188
 TS0188  VERT ORDER  -  SECOND    CLASS I
 TS0188
 TS0188.The horizontal coordinates were scaled from a topographic map and have
 TS0188.an estimated accuracy of +/- 6 seconds.
 TS0188
 TS0188.The orthometric height was determined by differential leveling
 TS0188.and adjusted by the National Geodetic Survey in June 1991..
 TS0188
 TS0188.This Tidal Bench Mark is designated as VM 9004
 TS0188.by the Center for Operational Oceanographic Products and Services.
 TS0188
 TS0188.The geoid height was determined by GEOID03.
 TS0188
 TS0188.The dynamic height is computed by dividing the NAVD 88
 TS0188.geopotential number by the normal gravity value computed on the
 TS0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0188.degrees latitude (g = 980.6199 gals.).
 TS0188
 TS0188.The modeled gravity was interpolated from observed gravity values.
 TS0188
 TS0188;                    North         East    Units  Estimated Accuracy
 TS0188;SPC WA N     -   151,260.      214,830.      MT  (+/- 180 meters Scaled)
 TS0188
 TS0188                          SUPERSEDED SURVEY CONTROL
 TS0188
 TS0188  NGVD 29 (??/??/92)    6.036  (m)           19.80   (f) ADJ UNCH    2 1
 TS0188
 TS0188.Superseded values are not recommended for survey control.
 TS0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0188.See file dsdata.txt to determine how the superseded data were derived.
 TS0188
 TS0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU755506(NAD 83)
 TS0188_MARKER: DJ = TIDAL STATION DISK
 TS0188_SETTING: 66 = SET IN ROCK OUTCROP
 TS0188_SP_SET: BEDROCK
 TS0188_STAMPING: 2861 B 1977
 TS0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TS0188+STABILITY: POSITION/ELEVATION WELL
 TS0188
 TS0188  HISTORY     - Date     Condition        Report By
 TS0188  HISTORY     - 1977     MONUMENTED       NOS
 TS0188  HISTORY     - 1977     GOOD             NGS
 TS0188
 TS0188                          STATION DESCRIPTION
 TS0188
 TS0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TS0188'NEAH BAY.
 TS0188'0.55 MILE SOUTHWEST ALONG BAYVIEW AVENUE FROM THE POST OFFICE AT
 TS0188'NEAH BAY, THENCE 2.65 MILES SOUTH ALONG STATE HIGHWAY 1, THENCE
 TS0188'1.7 MILES SOUTHWEST ALONG A PRIVATE LOGGING ROAD, THENCE 1.6 MILES
 TS0188'SOUTHWEST ALONG A GRAVEL ROAD LEADING TO A MAKAH INDIAN COMMUNITY,
 TS0188'THENCE 0.7 MILE ALONG THE BEACH, THENCE 0.3 MILE ALONG THE COAST
 TS0188'LINE TO THE SECOND OF TWO COVES, AT THE SOUTHWEST END OF THE BEACH
 TS0188'AND ABOUT 230 FT WEST OF 2861 C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0187 ***********************************************************************
 TS0187  TIDAL BM    -  This is a Tidal Bench Mark.
 TS0187  DESIGNATION -  944 2861 C TIDAL
 TS0187  PID         -  TS0187
 TS0187  STATE/COUNTY-  WA/CLALLAM
 TS0187  USGS QUAD   -  MAKAH BAY (1984)
 TS0187
 TS0187                         *CURRENT SURVEY CONTROL
 TS0187  ___________________________________________________________________
 TS0187* NAD 83(1986)-  48 17 46.     (N)    124 40 43.     (W)     SCALED    
 TS0187* NAVD 88     -         4.948  (meters)      16.23   (feet)  ADJUSTED  
 TS0187  ___________________________________________________________________
 TS0187  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TS0187  DYNAMIC HT  -           4.949 (meters)      16.24  (feet)  COMP
 TS0187  MODELED GRAV-     980,884.4   (mgal)                       NAVD 88
 TS0187
 TS0187  VERT ORDER  -  SECOND    CLASS I
 TS0187
 TS0187.The horizontal coordinates were scaled from a topographic map and have
 TS0187.an estimated accuracy of +/- 6 seconds.
 TS0187
 TS0187.The orthometric height was determined by differential leveling
 TS0187.and adjusted by the National Geodetic Survey in June 1991..
 TS0187
 TS0187.This Tidal Bench Mark is designated as VM 9005
 TS0187.by the Center for Operational Oceanographic Products and Services.
 TS0187
 TS0187.The geoid height was determined by GEOID03.
 TS0187
 TS0187.The dynamic height is computed by dividing the NAVD 88
 TS0187.geopotential number by the normal gravity value computed on the
 TS0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0187.degrees latitude (g = 980.6199 gals.).
 TS0187
 TS0187.The modeled gravity was interpolated from observed gravity values.
 TS0187
 TS0187;                    North         East    Units  Estimated Accuracy
 TS0187;SPC WA N     -   151,230.      214,830.      MT  (+/- 180 meters Scaled)
 TS0187
 TS0187                          SUPERSEDED SURVEY CONTROL
 TS0187
 TS0187  NGVD 29 (??/??/92)    3.810  (m)           12.50   (f) ADJ UNCH    2 1
 TS0187
 TS0187.Superseded values are not recommended for survey control.
 TS0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0187.See file dsdata.txt to determine how the superseded data were derived.
 TS0187
 TS0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU755505(NAD 83)
 TS0187_MARKER: DJ = TIDAL STATION DISK
 TS0187_SETTING: 66 = SET IN ROCK OUTCROP
 TS0187_SP_SET: BEDROCK
 TS0187_STAMPING: 2861 C 1977
 TS0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TS0187+STABILITY: POSITION/ELEVATION WELL
 TS0187
 TS0187  HISTORY     - Date     Condition        Report By
 TS0187  HISTORY     - 1977     MONUMENTED       NOS
 TS0187  HISTORY     - 1977     GOOD             NGS
 TS0187
 TS0187                          STATION DESCRIPTION
 TS0187
 TS0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TS0187'NEAH BAY.
 TS0187'0.55 MILE SOUTHWEST ALONG BAYVIEW AVENUE FROM THE POST OFFICE AT
 TS0187'NEAH BAY, THENCE 2.65 MILES SOUTH ALONG STATE HIGHWAY 1, THENCE
 TS0187'1.7 MILES SOUTHWEST ALONG A PRIVATE LOGGING ROAD, THENCE 1.6 MILES
 TS0187'SOUTHWEST ALONG A GRAVEL ROAD LEADING TO A MAKAH INDIAN COMMUNITY,
 TS0187'THENCE 0.7 MILE ALONG THE BEACH, THENCE 0.3 MILE WESTERLY ALONG
 TS0187'THE COAST LINE TO THE SECOND OF TWO COVES, AT THE SOUTHWEST END OF
 TS0187'THE BEACH AND ABOUT 265 FT WEST OF 2861 D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0186 ***********************************************************************
 TS0186  TIDAL BM    -  This is a Tidal Bench Mark.
 TS0186  DESIGNATION -  944 2861 D TIDAL
 TS0186  PID         -  TS0186
 TS0186  STATE/COUNTY-  WA/CLALLAM
 TS0186  USGS QUAD   -  MAKAH BAY (1984)
 TS0186
 TS0186                         *CURRENT SURVEY CONTROL
 TS0186  ___________________________________________________________________
 TS0186* NAD 83(1986)-  48 17 44.     (N)    124 40 43.     (W)     SCALED    
 TS0186* NAVD 88     -         6.730  (meters)      22.08   (feet)  ADJUSTED  
 TS0186  ___________________________________________________________________
 TS0186  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TS0186  DYNAMIC HT  -           6.732 (meters)      22.09  (feet)  COMP
 TS0186  MODELED GRAV-     980,884.1   (mgal)                       NAVD 88
 TS0186
 TS0186  VERT ORDER  -  SECOND    CLASS I
 TS0186
 TS0186.The horizontal coordinates were scaled from a topographic map and have
 TS0186.an estimated accuracy of +/- 6 seconds.
 TS0186
 TS0186.The orthometric height was determined by differential leveling
 TS0186.and adjusted by the National Geodetic Survey in June 1991..
 TS0186
 TS0186.This Tidal Bench Mark is designated as VM 9006
 TS0186.by the Center for Operational Oceanographic Products and Services.
 TS0186
 TS0186.The geoid height was determined by GEOID03.
 TS0186
 TS0186.The dynamic height is computed by dividing the NAVD 88
 TS0186.geopotential number by the normal gravity value computed on the
 TS0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0186.degrees latitude (g = 980.6199 gals.).
 TS0186
 TS0186.The modeled gravity was interpolated from observed gravity values.
 TS0186
 TS0186;                    North         East    Units  Estimated Accuracy
 TS0186;SPC WA N     -   151,170.      214,820.      MT  (+/- 180 meters Scaled)
 TS0186
 TS0186                          SUPERSEDED SURVEY CONTROL
 TS0186
 TS0186  NGVD 29 (??/??/92)    5.593  (m)           18.35   (f) ADJ UNCH    2 1
 TS0186
 TS0186.Superseded values are not recommended for survey control.
 TS0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0186.See file dsdata.txt to determine how the superseded data were derived.
 TS0186
 TS0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU755505(NAD 83)
 TS0186_MARKER: DJ = TIDAL STATION DISK
 TS0186_SETTING: 66 = SET IN ROCK OUTCROP
 TS0186_SP_SET: BEDROCK
 TS0186_STAMPING: 2861 D 1977
 TS0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TS0186+STABILITY: POSITION/ELEVATION WELL
 TS0186
 TS0186  HISTORY     - Date     Condition        Report By
 TS0186  HISTORY     - 1977     MONUMENTED       NOS
 TS0186  HISTORY     - 1977     GOOD             NGS
 TS0186
 TS0186                          STATION DESCRIPTION
 TS0186
 TS0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TS0186'NEAH BAY.
 TS0186'0.55 MILE SOUTHWEST ALONG BAYVIEW AVENUE FROM THE POST OFFICE AT
 TS0186'NEAH BAY, THENCE 2.65 MILES SOUTH ALONG STATE HIGHWAY 1, THENCE
 TS0186'1.7 MILES SOUTHWEST ALONG A PRIVATE LOGGING ROAD, THENCE 1.6 MILES
 TS0186'SOUTHWEST ALONG A GRAVEL ROAD LEADING TO A MAKAH INDIAN
 TS0186'COMMUNITY. THENCE 0.7 MILE ALONG THE BEACH, THENCE 0.3 MILE
 TS0186'ALONG THE COAST LINE TO THE SECOND OF TWO COVES AND AT THE SOUTH
 TS0186'WEST END OF THE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0185 ***********************************************************************
 TS0185  TIDAL BM    -  This is a Tidal Bench Mark.
 TS0185  DESIGNATION -  944 2861 E TIDAL
 TS0185  PID         -  TS0185
 TS0185  STATE/COUNTY-  WA/CLALLAM
 TS0185  USGS QUAD   -  MAKAH BAY (1984)
 TS0185
 TS0185                         *CURRENT SURVEY CONTROL
 TS0185  ___________________________________________________________________
 TS0185* NAD 83(1986)-  48 17 43.     (N)    124 40 31.     (W)     SCALED    
 TS0185* NAVD 88     -         6.153  (meters)      20.19   (feet)  ADJUSTED  
 TS0185  ___________________________________________________________________
 TS0185  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TS0185  DYNAMIC HT  -           6.155 (meters)      20.19  (feet)  COMP
 TS0185  MODELED GRAV-     980,884.2   (mgal)                       NAVD 88
 TS0185
 TS0185  VERT ORDER  -  SECOND    CLASS I
 TS0185
 TS0185.The horizontal coordinates were scaled from a topographic map and have
 TS0185.an estimated accuracy of +/- 6 seconds.
 TS0185
 TS0185.The orthometric height was determined by differential leveling
 TS0185.and adjusted by the National Geodetic Survey in June 1991..
 TS0185
 TS0185.This Tidal Bench Mark is designated as VM 9007
 TS0185.by the Center for Operational Oceanographic Products and Services.
 TS0185
 TS0185.The geoid height was determined by GEOID03.
 TS0185
 TS0185.The dynamic height is computed by dividing the NAVD 88
 TS0185.geopotential number by the normal gravity value computed on the
 TS0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0185.degrees latitude (g = 980.6199 gals.).
 TS0185
 TS0185.The modeled gravity was interpolated from observed gravity values.
 TS0185
 TS0185;                    North         East    Units  Estimated Accuracy
 TS0185;SPC WA N     -   151,130.      215,070.      MT  (+/- 180 meters Scaled)
 TS0185
 TS0185                          SUPERSEDED SURVEY CONTROL
 TS0185
 TS0185  NGVD 29 (??/??/92)    5.016  (m)           16.46   (f) ADJ UNCH    2 1
 TS0185
 TS0185.Superseded values are not recommended for survey control.
 TS0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0185.See file dsdata.txt to determine how the superseded data were derived.
 TS0185
 TS0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU757504(NAD 83)
 TS0185_MARKER: DJ = TIDAL STATION DISK
 TS0185_SETTING: 66 = SET IN ROCK OUTCROP
 TS0185_SP_SET: BEDROCK
 TS0185_STAMPING: 2861 E 1977
 TS0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TS0185+STABILITY: POSITION/ELEVATION WELL
 TS0185
 TS0185  HISTORY     - Date     Condition        Report By
 TS0185  HISTORY     - 1977     MONUMENTED       NOS
 TS0185  HISTORY     - 1977     GOOD             NGS
 TS0185
 TS0185                          STATION DESCRIPTION
 TS0185
 TS0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TS0185'NEAH BAY.
 TS0185'0.55 MILE SOUTHWEST ALONG BAYVIEW AVENUE FROM THE POST OFFICE AT
 TS0185'NEAH BAY, THENCE 2.65 MILES SOUTH ALONG STATE HIGHWAY 1, THENCE
 TS0185'1.7 MILES SOUTHWEST ALONG A PRIVATE LOGGING ROAD, THENCE 1.6 MILES
 TS0185'SOUTHWEST ALONG A GRAVEL ROAD LEADING TO A MAKAH INDIAN COMMUNITY
 TS0185'THENCE 0.7 MILES SOUTHWEST ALONG THE BEACH, THENCE 0.3 MILE WESTERLY
 TS0185'ALONG THE COAST LINE TO THE SECOND OF TWO COVES, AT THE NORTHEAST
 TS0185'END OF THE BEACH, 10 PACES NORTH OF THE SOUTH END OF THE OUTCROP
 TS0185'AND 25 PACES NORTH OF A TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0340 ***********************************************************************
 TS0340  CBN         -  This is a Cooperative Base Network Control Station.
 TS0340  TIDAL BM    -  This is a Tidal Bench Mark.
 TS0340  DESIGNATION -  944 3090 A TIDAL
 TS0340  PID         -  TS0340
 TS0340  STATE/COUNTY-  WA/CLALLAM
 TS0340  USGS QUAD   -  NEAH BAY (1984)
 TS0340
 TS0340                         *CURRENT SURVEY CONTROL
 TS0340  ___________________________________________________________________
 TS0340* NAD 83(1998)-  48 22 00.74511(N)    124 37 15.66974(W)     ADJUSTED  
 TS0340* NAVD 88     -         5.675  (meters)      18.62   (feet)  ADJUSTED  
 TS0340  ___________________________________________________________________
 TS0340  X           -  -2,411,951.484 (meters)                     COMP
 TS0340  Y           -  -3,493,580.024 (meters)                     COMP
 TS0340  Z           -   4,744,064.346 (meters)                     COMP
 TS0340  LAPLACE CORR-           9.06  (seconds)                    DEFLEC99
 TS0340  ELLIP HEIGHT-         -15.15  (meters)          (07/03/01) GPS OBS
 TS0340  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 TS0340  DYNAMIC HT  -           5.676 (meters)      18.62  (feet)  COMP
 TS0340  MODELED GRAV-     980,914.3   (mgal)                       NAVD 88
 TS0340
 TS0340  HORZ ORDER  -  B
 TS0340  VERT ORDER  -  FIRST     CLASS II
 TS0340  ELLP ORDER  -  FIFTH     CLASS I
 TS0340
 TS0340.The horizontal coordinates were established by GPS observations
 TS0340.and adjusted by the National Geodetic Survey in July 2001..
 TS0340.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TS0340.DATUM ITEM on the data sheet items page.
 TS0340
 TS0340.The orthometric height was determined by differential leveling
 TS0340.and adjusted by the National Geodetic Survey in July 2002..
 TS0340
 TS0340.This Tidal Bench Mark is designated as VM 1109
 TS0340.by the Center for Operational Oceanographic Products and Services.
 TS0340
 TS0340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TS0340
 TS0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0340
 TS0340.The ellipsoidal height was determined by GPS observations
 TS0340.and is referenced to NAD 83.
 TS0340
 TS0340.The geoid height was determined by GEOID03.
 TS0340
 TS0340.The dynamic height is computed by dividing the NAVD 88
 TS0340.geopotential number by the normal gravity value computed on the
 TS0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0340.degrees latitude (g = 980.6199 gals.).
 TS0340
 TS0340.The modeled gravity was interpolated from observed gravity values.
 TS0340
 TS0340;                    North         East     Units Scale Factor Converg.
 TS0340;SPC WA N     -   158,878.614   219,479.318   MT  0.99995168   -2 49 12.0
 TS0340;SPC WA N     -   521,254.25    720,075.06   sFT  0.99995168   -2 49 12.0
 TS0340;UTM  10      - 5,358,347.555   379,940.928   MT  0.99977710   -1 12 42.2
 TS0340
 TS0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0340!SPC WA N     -   1.00000237  x   0.99995168  =   0.99995405
 TS0340!UTM  10      -   1.00000237  x   0.99977710  =   0.99977947
 TS0340
 TS0340                          SUPERSEDED SURVEY CONTROL
 TS0340
 TS0340  NAD 83(1991)-  48 22 00.74634(N)    124 37 15.66839(W) AD(       ) B
 TS0340  ELLIP H (01/27/00)  -15.13   (m)                       GP(       ) 4 1
 TS0340  NAD 83(1991)-  48 22 00.74183(N)    124 37 15.67186(W) AD(       ) B
 TS0340  ELLIP H (05/29/91)  -14.96   (m)                       GP(       ) 4 1
 TS0340  NAD 83(1986)-  48 22 00.73707(N)    124 37 15.68106(W) AD(       ) 1
 TS0340  NAVD 88 (01/27/00)    5.67   (m)           18.6    (f) LEVELING    3  
 TS0340  NGVD 29 (06/19/89)    4.54   (m)           14.9    (f) LEVELING    3  
 TS0340
 TS0340.Superseded values are not recommended for survey control.
 TS0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0340.See file dsdata.txt to determine how the superseded data were derived.
 TS0340
 TS0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7994158348(NAD 83)
 TS0340_MARKER: DD = SURVEY DISK
 TS0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TS0340_SP_SET: METAL ROD DRIVEN INTO GROUND
 TS0340_STAMPING: 3090 A 1982
 TS0340_MARK LOGO: NOS   
 TS0340_MAGNETIC: N = NO MAGNETIC MATERIAL
 TS0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TS0340+STABILITY: POSITION/ELEVATION WELL
 TS0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TS0340+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1999
 TS0340
 TS0340  HISTORY     - Date     Condition        Report By
 TS0340  HISTORY     - UNK      MONUMENTED
 TS0340  HISTORY     - 1987     GOOD             NGS
 TS0340  HISTORY     - 19890728 GOOD             NGS
 TS0340  HISTORY     - 19910225 GOOD
 TS0340  HISTORY     - 19980630 GOOD             NGS
 TS0340  HISTORY     - 19990911 GOOD             NOS
 TS0340
 TS0340                          STATION DESCRIPTION
 TS0340
 TS0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 TS0340'THE STATION WAS RECOVERED AT THIS DATE.
 TS0340'
 TS0340'THE STATION IS LOCATED IN THE WESTERN SECTION OF NEAH BAY, AT AN
 TS0340'INDIAN BURIAL AREA.
 TS0340'
 TS0340'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN NEAH BAY, GO
 TS0340'WEST FOR 0.3 KM (0.2 MI) ON MAIN STREET TO THE STATION ON THE
 TS0340'RIGHT, AT THE WEST END OF A FENCE-ENCLOSED AREA.
 TS0340'
 TS0340'THE STATION IS A STANDARD NOS DISK
 TS0340'STAMPED---3090A 1982---,
 TS0340'CRIMPED TO THE TOP OF A GALVANIZED STEEL ROD RECESSED 23 CM BELOW
 TS0340'GROUND ENCASED IN A 4-INCH PVC PIPE WITH SCREW CAP.  LOCATED
 TS0340'4.7 METERS (15.5 FT) NORTH FROM THE APPROXIMATE CENTER OF STATE
 TS0340'HIGHWAY 112,
 TS0340'1.8 METERS (6 FT) WEST FROM A WOODEN FENCE,
 TS0340'0.8 METERS (2.5 FT) WEST-NORTHWEST FROM A TELEPHONE POLE AND
 TS0340'0.9 METERS (3 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 TS0340'
 TS0340'WASHINGTON DOT, FAA, TIDE STATIONS - 1987.
 TS0340'
 TS0340'THIS STATION SUITABLE FOR GPS SURVEYS.
 TS0340'
 TS0340'DESCRIBED BY D.A. WEGENAST.
 TS0340
 TS0340                          STATION RECOVERY (1989)
 TS0340
 TS0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TS0340'THE STATION IS LOCATED ABOUT 49.9 KM (31.0 MI) NORTH-NORTHWEST OF
 TS0340'FORKS, 40.2 KM (25.0 MI) NORTHWEST OF SAPHO, 30.6 KM (19.0 MI) WEST
 TS0340'OF CLALLAM BAY AND IN THE WESTERN SECTION OF THE CITY OF NEAH BAY.
 TS0340'TO REACH FROM THE POST OFFICE IN NEAH BAY, GO WEST ON MAIN STREET FOR
 TS0340'0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT AT THE WEST END OF A
 TS0340'FENCED AREA.
 TS0340'THE MARK IS FASTENED TO THE TOP OF A COPPER CLAD ROD SET IN A 4-INCH
 TS0340'PLASTIC PIPE WITH A SCREW CAP.  IT IS 4.7 M (15.4 FT) NORTH OF THE
 TS0340'CENTER OF MAIN STREET, 1.8 M (5.9 FT) WEST OF A WOODEN FENCE, 0.9 M
 TS0340'(3.0 FT) SOUTH-SOUTHWEST OF A WITNESS POST AND 0.8 M (2.6 FT)
 TS0340'WEST-NORTHWEST OF A TELEPHONE LINE POLE.
 TS0340
 TS0340                          STATION RECOVERY (1991)
 TS0340
 TS0340'RECOVERED 1991
 TS0340'RECOVERED IN GOOD CONDITION.
 TS0340
 TS0340                          STATION RECOVERY (1998)
 TS0340
 TS0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 TS0340'1.0 KM (0.60 MI) WESTERLY ALONG BAYVIEW AVENUE FROM THE POST OFFICE IN
 TS0340'NEAH BAY, 4.7 M (15.4 FT) NORTH OF THE CENTERLINE OF MAIN STREET, 2.8
 TS0340'M (9.2 FT) WEST OF THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE
 TS0340'ENCLOSING A MASS GRAVE AND A TOTEM POLE, 1.7 M (5.6 FT) SOUTHWEST OF A
 TS0340'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 TS0340'NOTE--THE MARK IS ON PROPERTY OWNED BY THE MAKAH INDIAN TRIBE,
 TS0340'TELEPHONE NUMBER (360) 645-3201.  THE MONUMENT IS A STATE HARN
 TS0340'STATION.  ACCESS TO THE DISK IS THROUGH A 4-INCH PVC CAP.
 TS0340
 TS0340                          STATION RECOVERY (1999)
 TS0340
 TS0340'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1999 (JGF)
 TS0340'RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AF8872 ***********************************************************************
 AF8872  TIDAL BM    -  This is a Tidal Bench Mark.
 AF8872  DESIGNATION -  944 3090 B TIDAL
 AF8872  PID         -  AF8872
 AF8872  STATE/COUNTY-  WA/CLALLAM
 AF8872  USGS QUAD   -  NEAH BAY (1984)
 AF8872
 AF8872                         *CURRENT SURVEY CONTROL
 AF8872  ___________________________________________________________________
 AF8872* NAD 83(1986)-  48 22 04.     (N)    124 37 31.     (W)     SCALED    
 AF8872* NAVD 88     -         5.039  (meters)      16.53   (feet)  ADJUSTED  
 AF8872  ___________________________________________________________________
 AF8872  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 AF8872  DYNAMIC HT  -           5.041 (meters)      16.54  (feet)  COMP
 AF8872  MODELED GRAV-     980,915.7   (mgal)                       NAVD 88
 AF8872
 AF8872  VERT ORDER  -  FIRST     CLASS II
 AF8872
 AF8872.The horizontal coordinates were scaled from a topographic map and have
 AF8872.an estimated accuracy of +/- 6 seconds.
 AF8872
 AF8872.The orthometric height was determined by differential leveling
 AF8872.and adjusted by the National Geodetic Survey in July 2002..
 AF8872
 AF8872.This Tidal Bench Mark is designated as VM 1110
 AF8872.by the Center for Operational Oceanographic Products and Services.
 AF8872
 AF8872.The geoid height was determined by GEOID03.
 AF8872
 AF8872.The dynamic height is computed by dividing the NAVD 88
 AF8872.geopotential number by the normal gravity value computed on the
 AF8872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8872.degrees latitude (g = 980.6199 gals.).
 AF8872
 AF8872.The modeled gravity was interpolated from observed gravity values.
 AF8872
 AF8872;                    North         East    Units  Estimated Accuracy
 AF8872;SPC WA N     -   159,000.      219,170.      MT  (+/- 180 meters Scaled)
 AF8872
 AF8872                          SUPERSEDED SURVEY CONTROL
 AF8872
 AF8872.No superseded survey control is available for this station.
 AF8872
 AF8872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU796584(NAD 83)
 AF8872_MARKER: DJ = TIDAL STATION DISK
 AF8872_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AF8872_STAMPING: 3090 B 1982
 AF8872_MARK LOGO: NOS   
 AF8872_PROJECTION: FLUSH
 AF8872_MAGNETIC: I = MARKER IS A STEEL ROD
 AF8872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8872+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1998
 AF8872_ROD/PIPE-DEPTH: 20.0 meters
 AF8872
 AF8872  HISTORY     - Date     Condition        Report By
 AF8872  HISTORY     - 1982     MONUMENTED       NOS
 AF8872  HISTORY     - 19980630 GOOD             NGS
 AF8872
 AF8872                          STATION DESCRIPTION
 AF8872
 AF8872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AF8872'1.3 KM (0.80 MI) WESTERLY ALONG BAYVIEW AVENUE FROM THE POST OFFICE IN
 AF8872'NEAH BAY, 50.0 M (164.0 FT) WEST OF THE CENTER OF THE ENTRANCE TO THE
 AF8872'NEAH BAY SENIOR CENTER, 17.5 M (57.4 FT) NORTHEAST OF NEAH WEST 2 RM
 AF8872'5, 9.0 M (29.5 FT) NORTH OF THE AVENUE CENTERLINE, 6.5 M (21.3 FT)
 AF8872'WEST OF THE EXTENDED CENTER OF A PAVED STREET, 5.0 M (16.4 FT) NORTH
 AF8872'OF A FIRE HYDRANT, 0.5 M (1.6 FT) NORTH OF UTILITY POLE NUMBER 3315
 AF8872'106210, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AF8872'BELOW THE LEVEL OF THE AVENUE.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 AF8872'THE MAKAH INDIAN TRIBE, TELEPHONE NUMBER (360) 645-3201.  ACCESS TO
 AF8872'THE DISK IS THROUGH A 4-INCH PVC CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AF8873 ***********************************************************************
 AF8873  TIDAL BM    -  This is a Tidal Bench Mark.
 AF8873  DESIGNATION -  944 3090 C TIDAL
 AF8873  PID         -  AF8873
 AF8873  STATE/COUNTY-  WA/CLALLAM
 AF8873  USGS QUAD   -  MAKAH BAY (1984)
 AF8873
 AF8873                         *CURRENT SURVEY CONTROL
 AF8873  ___________________________________________________________________
 AF8873* NAD 83(1986)-  48 22 04.     (N)    124 37 41.     (W)     SCALED    
 AF8873* NAVD 88     -         7.077  (meters)      23.22   (feet)  ADJUSTED  
 AF8873  ___________________________________________________________________
 AF8873  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 AF8873  DYNAMIC HT  -           7.079 (meters)      23.23  (feet)  COMP
 AF8873  MODELED GRAV-     980,916.3   (mgal)                       NAVD 88
 AF8873
 AF8873  VERT ORDER  -  FIRST     CLASS II
 AF8873
 AF8873.The horizontal coordinates were scaled from a topographic map and have
 AF8873.an estimated accuracy of +/- 6 seconds.
 AF8873
 AF8873.The orthometric height was determined by differential leveling
 AF8873.and adjusted by the National Geodetic Survey in July 2002..
 AF8873
 AF8873.This Tidal Bench Mark is designated as VM 1111
 AF8873.by the Center for Operational Oceanographic Products and Services.
 AF8873
 AF8873.The geoid height was determined by GEOID03.
 AF8873
 AF8873.The dynamic height is computed by dividing the NAVD 88
 AF8873.geopotential number by the normal gravity value computed on the
 AF8873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8873.degrees latitude (g = 980.6199 gals.).
 AF8873
 AF8873.The modeled gravity was interpolated from observed gravity values.
 AF8873
 AF8873;                    North         East    Units  Estimated Accuracy
 AF8873;SPC WA N     -   159,010.      218,960.      MT  (+/- 180 meters Scaled)
 AF8873
 AF8873                          SUPERSEDED SURVEY CONTROL
 AF8873
 AF8873.No superseded survey control is available for this station.
 AF8873
 AF8873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU794584(NAD 83)
 AF8873_MARKER: DJ = TIDAL STATION DISK
 AF8873_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AF8873_STAMPING: 3090 C 1982
 AF8873_MARK LOGO: NOS   
 AF8873_PROJECTION: FLUSH
 AF8873_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8873+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1998
 AF8873_ROD/PIPE-DEPTH: 17.0 meters
 AF8873
 AF8873  HISTORY     - Date     Condition        Report By
 AF8873  HISTORY     - 1982     MONUMENTED       NOS
 AF8873  HISTORY     - 19980630 GOOD             NGS
 AF8873
 AF8873                          STATION DESCRIPTION
 AF8873
 AF8873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AF8873'1.5 KM (0.95 MI) WESTERLY ALONG BAYVIEW AVENUE FROM THE POST OFFICE IN
 AF8873'NEAH BAY, 15.0 M (49.2 FT) EAST OF THE CENTER OF THE ENTRANCE TO THE
 AF8873'INDIAN HEALTH CENTER, 7.6 M (24.9 FT) WEST OF THE CENTER OF FORT
 AF8873'STREET, 3.4 M (11.2 FT) SOUTHEAST OF A TOTEM POLE, 0.7 M (2.3 FT)
 AF8873'SOUTH OF UTILITY POLE NUMBER 3315 105207, 0.6 M (2.0 FT) NORTH OF THE
 AF8873'NORTH CURB OF A PARKING AREA, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 AF8873'THE ROAD.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE MAKAH INDIAN
 AF8873'TRIBE, TELEPHONE NUMBER (360) 645-3201.  ACCESS TO THE DISK IS THROUGH
 AF8873'A 4-INCH PVC CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0156 ***********************************************************************
 TS0156  TIDAL BM    -  This is a Tidal Bench Mark.
 TS0156  DESIGNATION -  944 3090 TIDAL 18
 TS0156  PID         -  TS0156
 TS0156  STATE/COUNTY-  WA/CLALLAM
 TS0156  USGS QUAD   -  NEAH BAY (1984)
 TS0156
 TS0156                         *CURRENT SURVEY CONTROL
 TS0156  ___________________________________________________________________
 TS0156* NAD 83(1986)-  48 21 55.     (N)    124 37 05.     (W)     SCALED    
 TS0156* NAVD 88     -         6.391  (meters)      20.97   (feet)  ADJUSTED  
 TS0156  ___________________________________________________________________
 TS0156  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 TS0156  DYNAMIC HT  -           6.393 (meters)      20.97  (feet)  COMP
 TS0156  MODELED GRAV-     980,913.0   (mgal)                       NAVD 88
 TS0156
 TS0156  VERT ORDER  -  FIRST     CLASS II
 TS0156
 TS0156.The horizontal coordinates were scaled from a topographic map and have
 TS0156.an estimated accuracy of +/- 6 seconds.
 TS0156
 TS0156.The orthometric height was determined by differential leveling
 TS0156.and adjusted by the National Geodetic Survey in July 2002..
 TS0156
 TS0156.This Tidal Bench Mark is designated as VM 1099
 TS0156.by the Center for Operational Oceanographic Products and Services.
 TS0156
 TS0156.The geoid height was determined by GEOID03.
 TS0156
 TS0156.The dynamic height is computed by dividing the NAVD 88
 TS0156.geopotential number by the normal gravity value computed on the
 TS0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0156.degrees latitude (g = 980.6199 gals.).
 TS0156
 TS0156.The modeled gravity was interpolated from observed gravity values.
 TS0156
 TS0156;                    North         East    Units  Estimated Accuracy
 TS0156;SPC WA N     -   158,690.      219,690.      MT  (+/- 180 meters Scaled)
 TS0156
 TS0156                          SUPERSEDED SURVEY CONTROL
 TS0156
 TS0156  NAVD 88 (06/15/91)    6.408  (m)           21.02   (f) UNKNOWN     1 2
 TS0156  NGVD 29 (??/??/92)    5.272  (m)           17.30   (f) ADJ UNCH    1 2
 TS0156
 TS0156.Superseded values are not recommended for survey control.
 TS0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0156.See file dsdata.txt to determine how the superseded data were derived.
 TS0156
 TS0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU801581(NAD 83)
 TS0156_MARKER: DJ = TIDAL STATION DISK
 TS0156_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 TS0156_SP_SET: SIDEWALK
 TS0156_STAMPING: NO 18 1959
 TS0156_MARK LOGO: CGS   
 TS0156_MAGNETIC: N = NO MAGNETIC MATERIAL
 TS0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TS0156+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1998
 TS0156
 TS0156  HISTORY     - Date     Condition        Report By
 TS0156  HISTORY     - 1959     MONUMENTED       CGS
 TS0156  HISTORY     - 1974     POOR             NGS
 TS0156  HISTORY     - 1977     GOOD             NGS
 TS0156  HISTORY     - 1977     GOOD             NGS
 TS0156  HISTORY     - 19980630 GOOD             NGS
 TS0156
 TS0156                          STATION DESCRIPTION
 TS0156
 TS0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0156'IN NEAH BAY.
 TS0156'AT NEAH BAY, 0.05 MILE WEST OF THE POST OFFICE, AT THE NORTHWEST
 TS0156'CORNER OF WASHBURNS STORE, 31 FEET SOUTH OF THE CENTER LINE OF BAYVIEW
 TS0156'AVENUE, 48 FEET EAST OF THE CENTER LINE OF STREET LEADING SOUTH, AT
 TS0156'THE WEST END OF THE SOUTH CONCRETE SIDEWALK FOR BAYVIEW AVENUE AND SET
 TS0156'IN THE SIDEWALK, 2.0 FEET EAST OF THE NORTHWEST CORNER OF WASHBURNS
 TS0156'STORE BUILDING, AND 3.4 FEET SOUTH OF THE NORTH EDGE OF THE SIDEWALK.
 TS0156'NOTE-- THE SIDEWALK IS BROKEN AND IN POOR CONDITION.
 TS0156
 TS0156                          STATION RECOVERY (1977)
 TS0156
 TS0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 TS0156'75 FT WEST OF THE ENTRANCE OF THE POST OFFICE AT NEAH BAY, 29 FT
 TS0156'SOUTH OF THE CENTER LINE OF BAYVIEW AVENUE, 59.5 FT WEST OF THE
 TS0156'NORTHEAST CORNER OF WASHBURNS STORE, 2 FT EAST OF THE NORTHWEST
 TS0156'CORNER OF THE STORE AND SET IN TOP OF THE SOUTH SIDE OF THE SIDEWALK.
 TS0156
 TS0156                          STATION RECOVERY (1977)
 TS0156
 TS0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 TS0156'75 FT WEST OF THE ENTRANCE OF THE POST OFFICE AT NEAH BAY, 29 FT
 TS0156'SOUTH OF THE CENTER LINE OF BAYVIEW AVENUE, 59.5 FT WEST OF THE
 TS0156'NORTHEAST CORNER OF WASHBURNS STORE, 2 FT EAST OF THE NORTHWEST
 TS0156'CORNER OF THE STORE AND SET IN TOP OF THE SOUTH SIDE OF THE SIDEWALK.
 TS0156
 TS0156                          STATION RECOVERY (1998)
 TS0156
 TS0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 TS0156'0.7 KM (0.45 MI) WESTERLY ALONG BAYVIEW AVENUE FROM THE POST OFFICE IN
 TS0156'NEAH BAY, IN THE CONCRETE SIDEWALK AT THE NORTHWEST CORNER OF A LARGE
 TS0156'CONCRETE SLAB, 14.6 M (47.9 FT) EAST OF AND LEVEL WITH THE CENTER OF A
 TS0156'PAVED STREET, 14.3 M (46.9 FT) WEST OF UNDERGROUND CABLE JUNCTION BOX
 TS0156'NUMBER 110053, 9.4 M (30.8 FT) SOUTH OF THE AVENUE CENTER, 6.2 M (20.3
 TS0156'FT) EAST OF UTILITY POLE NUMBER 3315 111109, AND 0.3 M (1.0 FT)
 TS0156'NORTHEAST OF THE NORTHWEST CORNER OF THE SLAB.  NOTE--THE MARK IS ON
 TS0156'PROPERTY OWNED BY THE MAKAH INDIAN TRIBE, TELEPHONE NUMBER (360)
 TS0156'645-3201.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0161 ***********************************************************************
 TS0161  TIDAL BM    -  This is a Tidal Bench Mark.
 TS0161  DESIGNATION -  944 3090 TIDAL 19
 TS0161  PID         -  TS0161
 TS0161  STATE/COUNTY-  WA/CLALLAM
 TS0161  USGS QUAD   -  NEAH BAY (1984)
 TS0161
 TS0161                         *CURRENT SURVEY CONTROL
 TS0161  ___________________________________________________________________
 TS0161* NAD 83(1986)-  48 21 55.     (N)    124 37 20.     (W)     SCALED    
 TS0161* NAVD 88     -         5.641  (meters)      18.51   (feet)  ADJUSTED  
 TS0161  ___________________________________________________________________
 TS0161  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 TS0161  DYNAMIC HT  -           5.643 (meters)      18.51  (feet)  COMP
 TS0161  MODELED GRAV-     980,914.0   (mgal)                       NAVD 88
 TS0161
 TS0161  VERT ORDER  -  FIRST     CLASS I
 TS0161
 TS0161.The horizontal coordinates were scaled from a topographic map and have
 TS0161.an estimated accuracy of +/- 6 seconds.
 TS0161
 TS0161.The orthometric height was determined by differential leveling
 TS0161.and adjusted by the National Geodetic Survey in July 2002..
 TS0161
 TS0161.This Tidal Bench Mark is designated as VM 1091
 TS0161.by the Center for Operational Oceanographic Products and Services.
 TS0161
 TS0161.The geoid height was determined by GEOID03.
 TS0161
 TS0161.The dynamic height is computed by dividing the NAVD 88
 TS0161.geopotential number by the normal gravity value computed on the
 TS0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0161.degrees latitude (g = 980.6199 gals.).
 TS0161
 TS0161.The modeled gravity was interpolated from observed gravity values.
 TS0161
 TS0161;                    North         East    Units  Estimated Accuracy
 TS0161;SPC WA N     -   158,710.      219,380.      MT  (+/- 180 meters Scaled)
 TS0161
 TS0161                          SUPERSEDED SURVEY CONTROL
 TS0161
 TS0161  NAVD 88 (06/15/91)    5.645  (m)           18.52   (f) UNKNOWN     1 1
 TS0161  NGVD 29 (??/??/92)    4.509  (m)           14.79   (f) ADJ UNCH    1 1
 TS0161
 TS0161.Superseded values are not recommended for survey control.
 TS0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0161.See file dsdata.txt to determine how the superseded data were derived.
 TS0161
 TS0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU798581(NAD 83)
 TS0161_MARKER: DB = BENCH MARK DISK
 TS0161_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TS0161_SP_SET: FOUNDATION
 TS0161_STAMPING: NO 19 1962
 TS0161_MARK LOGO: CGS   
 TS0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 TS0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0161+STABILITY: SURFACE MOTION
 TS0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TS0161+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1998
 TS0161
 TS0161  HISTORY     - Date     Condition        Report By
 TS0161  HISTORY     - 1962     MONUMENTED       CGS
 TS0161  HISTORY     - 1974     GOOD             NGS
 TS0161  HISTORY     - 1977     MARK NOT FOUND   NGS
 TS0161  HISTORY     - 1977     MARK NOT FOUND   NGS
 TS0161  HISTORY     - 19870719 GOOD             NGS
 TS0161  HISTORY     - 19980630 GOOD             NGS
 TS0161
 TS0161                          STATION DESCRIPTION
 TS0161
 TS0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0161'IN NEAH BAY.
 TS0161'AT NEAH BAY, 0.1 MILE WEST ALONG BAYVIEW AVENUE FROM THE POST OFFICE
 TS0161'AND WASHBURNS STORE, AT THE JUNCTION OF ROAD LEADING NORTHEAST TO BAY
 TS0161'FISH COMPANY DOCK, 42 FEET NORTH OF THE CENTER LINE OF AVENUE, 48 FEET
 TS0161'WEST OF CENTER LINE OF ROAD NORTHEAST, SET IN THE NORTHWEST CORNER OF
 TS0161'OLD CONCRETE FOUNDATION (OVERHEAD STRUCTURE HAS BEEN REMOVED), 70.6
 TS0161'FEET NORTH-NORTHEAST OF AND ACROSS THE AVENUE FROM A FIRE HYDRANT, 23
 TS0161'FEET NORTHEAST OF A POWER LINE POLE WITH TRANSFORMER AND STREET LIGHT,
 TS0161'0.8 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF CONCRETE FOUNDATION, AND
 TS0161'0.4 FOOT BELOW THE LEVEL OF THE GROUND. 1/4, SEC 10, T 33N, R 15W.
 TS0161
 TS0161                          STATION RECOVERY (1977)
 TS0161
 TS0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 TS0161'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS APPARENTLY
 TS0161'DESTROYED DURING THE CONSTRUCTION OF A NEW GRAVEL PARKING LOT.
 TS0161
 TS0161                          STATION RECOVERY (1977)
 TS0161
 TS0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 TS0161'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS APPARENTLY
 TS0161'DESTROYED DURING THE CONSTRUCTION OF A NEW GRAVEL PARKING LOT.
 TS0161
 TS0161                          STATION RECOVERY (1987)
 TS0161
 TS0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 TS0161'RECOVERED IN GOOD CONDITION.
 TS0161
 TS0161                          STATION RECOVERY (1998)
 TS0161
 TS0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 TS0161'0.9 KM (0.55 MI) WESTERLY ALONG BAYVIEW AVENUE FROM THE POST OFFICE IN
 TS0161'NEAH BAY, NEAR THE NORTHWEST CORNER OF AN ABANDONED CONCRETE
 TS0161'FOUNDATION, 21.8 M (71.5 FT) NORTH OF A FIRE HYDRANT, 13.5 M (44.3 FT)
 TS0161'NORTH OF AND LEVEL WITH THE AVENUE CENTERLINE, 13.0 M (42.7 FT) WEST
 TS0161'OF THE EXTENDED CENTER OF A PIER, 6.9 M (22.6 FT) NORTHEAST OF UTILITY
 TS0161'POLE NUMBER 3315 108106, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND
 TS0161'0.1 M (0.3 FT) BELOW THE GROUND SURFACE. NOTE--THE MARK IS ON PROPERTY
 TS0161'OWNED BY THE MAKAH INDIAN TRIBE, TELEPHONE NUMBER (360) 645-3201.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0154 ***********************************************************************
 TS0154  TIDAL BM    -  This is a Tidal Bench Mark.
 TS0154  DESIGNATION -  944 3090 TIDAL 25
 TS0154  PID         -  TS0154
 TS0154  STATE/COUNTY-  WA/CLALLAM
 TS0154  USGS QUAD   -  NEAH BAY (1984)
 TS0154
 TS0154                         *CURRENT SURVEY CONTROL
 TS0154  ___________________________________________________________________
 TS0154* NAD 83(1986)-  48 21 58.     (N)    124 36 46.     (W)     SCALED    
 TS0154* NAVD 88     -         6.102  (meters)      20.02   (feet)  ADJUSTED  
 TS0154  ___________________________________________________________________
 TS0154  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 TS0154  DYNAMIC HT  -           6.104 (meters)      20.03  (feet)  COMP
 TS0154  MODELED GRAV-     980,911.5   (mgal)                       NAVD 88
 TS0154
 TS0154  VERT ORDER  -  FIRST     CLASS II
 TS0154
 TS0154.The horizontal coordinates were scaled from a topographic map and have
 TS0154.an estimated accuracy of +/- 6 seconds.
 TS0154
 TS0154.The orthometric height was determined by differential leveling
 TS0154.and adjusted by the National Geodetic Survey in July 2002..
 TS0154
 TS0154.This Tidal Bench Mark is designated as VM 1104
 TS0154.by the Center for Operational Oceanographic Products and Services.
 TS0154
 TS0154.The geoid height was determined by GEOID03.
 TS0154
 TS0154.The dynamic height is computed by dividing the NAVD 88
 TS0154.geopotential number by the normal gravity value computed on the
 TS0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0154.degrees latitude (g = 980.6199 gals.).
 TS0154
 TS0154.The modeled gravity was interpolated from observed gravity values.
 TS0154
 TS0154;                    North         East    Units  Estimated Accuracy
 TS0154;SPC WA N     -   158,760.      220,090.      MT  (+/- 180 meters Scaled)
 TS0154
 TS0154                          SUPERSEDED SURVEY CONTROL
 TS0154
 TS0154  NAVD 88 (06/15/91)    6.112  (m)           20.05   (f) UNKNOWN     1 2
 TS0154  NGVD 29 (??/??/92)    4.975  (m)           16.32   (f) ADJ UNCH    1 2
 TS0154
 TS0154.Superseded values are not recommended for survey control.
 TS0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0154.See file dsdata.txt to determine how the superseded data were derived.
 TS0154
 TS0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU805582(NAD 83)
 TS0154_MARKER: DB = BENCH MARK DISK
 TS0154_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 TS0154_SP_SET: CURB
 TS0154_STAMPING: NO 25 1973
 TS0154_MARK LOGO: CGS   
 TS0154_MAGNETIC: N = NO MAGNETIC MATERIAL
 TS0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TS0154+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 TS0154
 TS0154  HISTORY     - Date     Condition        Report By
 TS0154  HISTORY     - 1973     MONUMENTED       NGS
 TS0154  HISTORY     - 1974     GOOD             NGS
 TS0154  HISTORY     - 1977     GOOD             NGS
 TS0154  HISTORY     - 1977     GOOD             NGS
 TS0154  HISTORY     - 19980630 GOOD             NGS
 TS0154  HISTORY     - 20040720 GOOD             USPSQD
 TS0154
 TS0154                          STATION DESCRIPTION
 TS0154
 TS0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0154'IN NEAH BAY.
 TS0154'AT NEAH BAY, ABOUT 0.25 MILE EAST ALONG BAYVIEW AVENUE FROM THE POST
 TS0154'OFFICE AND WASHBURNS STORE, AT THE WEST DRIVEWAY ENTRANCE TO TYEE
 TS0154'MOTEL AND TRAILER PARK, 20 FEET SOUTH OF THE CENTER LINE OF THE
 TS0154'AVENUE, 21 FEET EAST OF THE CENTER LINE OF DRIVE SOUTH TO MOTEL AND
 TS0154'TRAILER PARK, SET IN THE SOUTH CONCRETE CURB FOR AVENUE, 40.7 FEET
 TS0154'EAST-NORTHEAST OF THE NORTHEAST CORNER OF TYEE MOTEL, AND FLUSH WITH
 TS0154'THE SIDEWALK.  1/4, SEC 11, T 33N, R 15W.
 TS0154
 TS0154                          STATION RECOVERY (1977)
 TS0154
 TS0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 TS0154'0.25 MILE EAST ALONG BAYVIEW AVENUE FROM THE POST OFFICE AT NEAH BAY,
 TS0154'AT THE WEST DRIVEWAY ENTRANCE TO THE TYEE MOTEL AND TRAILER PARK,
 TS0154'IN TOP OF THE SOUTH CURB OF THE AVENUE, 20 FT SOUTH OF THE CENTER
 TS0154'LINE OF THE AVENUE, 21 FT EAST OF THE CENTER LINE OF THE DRIVE AND
 TS0154'40.7 FT EAST OF THE NORTHEAST CORNER OF THE TYEE MOTEL.
 TS0154
 TS0154                          STATION RECOVERY (1977)
 TS0154
 TS0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 TS0154'0.25 MILE EAST ALONG BAYVIEW AVENUE FROM THE POST OFFICE AT NEAH BAY,
 TS0154'AT THE WEST DRIVEWAY ENTRANCE TO THE TYEE MOTEL AND TRAILER PARK,
 TS0154'IN TOP OF THE SOUTH CURB OF THE AVENUE, 20 FT SOUTH OF THE CENTER
 TS0154'LINE OF THE AVENUE, 21 FT EAST OF THE CENTER LINE OF THE DRIVE AND
 TS0154'40.7 FT EAST OF THE NORTHEAST CORNER OF THE TYEE MOTEL.
 TS0154
 TS0154                          STATION RECOVERY (1998)
 TS0154
 TS0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 TS0154'0.4 KM (0.25 MI) WESTERLY ALONG BAYVIEW AVENUE FROM THE POST OFFICE IN
 TS0154'NEAH BAY, IN A CONCRETE CURB ALONG THE SOUTH SIDE OF THE AVENUE, 11.6
 TS0154'M (38.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE TYEE MOTEL, 6.0 M
 TS0154'(19.7 FT) SOUTH OF AND LEVEL WITH THE AVENUE CENTERLINE, AND 1.6 M
 TS0154'(5.2 FT) EAST OF THE EAST EDGE OF A DRIVEWAY LEADING TO THE MOTEL.
 TS0154'NOTE--THE MARK IS ON PROPERTY OWNED BY THE MAKAH INDIAN TRIBE,
 TS0154'TELEPHONE NUMBER (360) 645-3201.
 TS0154
 TS0154                          STATION RECOVERY (2004)
 TS0154
 TS0154'RECOVERY NOTE BY US POWER SQUADRON 2004 (LDB)
 TS0154'DISREGARD THE POST OFFICE INFORMATION IN PREVIOUS DESCRIPTIONS AS THE
 TS0154'POST OFFICE HAS BEEN MOVED.  RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0153 ***********************************************************************
 TS0153  TIDAL BM    -  This is a Tidal Bench Mark.
 TS0153  DESIGNATION -  944 3090 TIDAL 26
 TS0153  PID         -  TS0153
 TS0153  STATE/COUNTY-  WA/CLALLAM
 TS0153  USGS QUAD   -  NEAH BAY (1984)
 TS0153
 TS0153                         *CURRENT SURVEY CONTROL
 TS0153  ___________________________________________________________________
 TS0153* NAD 83(1986)-  48 21 57.     (N)    124 36 31.     (W)     SCALED    
 TS0153* NAVD 88     -         6.596  (meters)      21.64   (feet)  ADJUSTED  
 TS0153  ___________________________________________________________________
 TS0153  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 TS0153  DYNAMIC HT  -           6.598 (meters)      21.65  (feet)  COMP
 TS0153  MODELED GRAV-     980,910.9   (mgal)                       NAVD 88
 TS0153
 TS0153  VERT ORDER  -  FIRST     CLASS I
 TS0153
 TS0153.The horizontal coordinates were scaled from a topographic map and have
 TS0153.an estimated accuracy of +/- 6 seconds.
 TS0153
 TS0153.The orthometric height was determined by differential leveling
 TS0153.and adjusted by the National Geodetic Survey in June 1991..
 TS0153
 TS0153.This Tidal Bench Mark is designated as VM 1105
 TS0153.by the Center for Operational Oceanographic Products and Services.
 TS0153
 TS0153.The geoid height was determined by GEOID03.
 TS0153
 TS0153.The dynamic height is computed by dividing the NAVD 88
 TS0153.geopotential number by the normal gravity value computed on the
 TS0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0153.degrees latitude (g = 980.6199 gals.).
 TS0153
 TS0153.The modeled gravity was interpolated from observed gravity values.
 TS0153
 TS0153;                    North         East    Units  Estimated Accuracy
 TS0153;SPC WA N     -   158,720.      220,390.      MT  (+/- 180 meters Scaled)
 TS0153
 TS0153                          SUPERSEDED SURVEY CONTROL
 TS0153
 TS0153  NGVD 29 (??/??/92)    5.459  (m)           17.91   (f) ADJ UNCH    1 1
 TS0153
 TS0153.Superseded values are not recommended for survey control.
 TS0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0153.See file dsdata.txt to determine how the superseded data were derived.
 TS0153
 TS0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU808582(NAD 83)
 TS0153_MARKER: DB = BENCH MARK DISK
 TS0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TS0153_SP_SET: CURB
 TS0153_STAMPING: NO 26 1973
 TS0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0153
 TS0153  HISTORY     - Date     Condition        Report By
 TS0153  HISTORY     - 1973     MONUMENTED       NGS
 TS0153  HISTORY     - 1974     GOOD             NGS
 TS0153  HISTORY     - 1977     GOOD             NGS
 TS0153  HISTORY     - 1977     GOOD             NGS
 TS0153  HISTORY     - 19980630 MARK NOT FOUND   NGS
 TS0153  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 TS0153
 TS0153                          STATION DESCRIPTION
 TS0153
 TS0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0153'IN NEAH BAY.
 TS0153'AT NEAH BAY, ABOUT 0.4 MILE EAST ALONG BAYVIEW AVENUE FROM THE POST
 TS0153'OFFICE, AT THE JUNCTION OF A PRIVATE DRIVE LEADING SOUTH, 21 FEET
 TS0153'SOUTH OF THE CENTER LINE OF AVENUE, SET FLUSH AND IN THE SOUTH CURB
 TS0153'FOR AVENUE, 28 FEET EAST OF THE CENTER LINE OF DRIVE, 14 FEET
 TS0153'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF FENCE, 4.0 FEET NORTH OF
 TS0153'THE TOP CENTER OF FIRE HYDRANT AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 TS0153'THE AVENUE.  1/4, SEC 11, T 33N, R 15W.
 TS0153
 TS0153                          STATION RECOVERY (1977)
 TS0153
 TS0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 TS0153'0.4 MILE EAST ALONG BAYVIEW AVENUE FROM THE POST OFFICE AT NEAH
 TS0153'BAY, IN TOP OF THE SOUTH CURB OF THE AVENUE, 21 FT SOUTH OF THE
 TS0153'CENTER LINE OF THE AVENUE, 28 FT EAST OF THE CENTER LINE OF A
 TS0153'PRIVATE DRIVE, 14 FT NORTH OF THE NORTHWEST CORNER OF A FENCE,
 TS0153'4 FT NORTH OF A FIRE HYDRANT AND 0.5 FT ABOVE THE AVENUE.
 TS0153
 TS0153                          STATION RECOVERY (1977)
 TS0153
 TS0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 TS0153'0.4 MILE EAST ALONG BAYVIEW AVENUE FROM THE POST OFFICE AT NEAH
 TS0153'BAY, IN TOP OF THE SOUTH CURB OF THE AVENUE, 21 FT SOUTH OF THE
 TS0153'CENTER LINE OF THE AVENUE, 28 FT EAST OF THE CENTER LINE OF A
 TS0153'PRIVATE DRIVE, 14 FT NORTH OF THE NORTHWEST CORNER OF A FENCE,
 TS0153'4 FT NORTH OF A FIRE HYDRANT AND 0.5 FT ABOVE THE AVENUE.
 TS0153
 TS0153                          STATION RECOVERY (1998)
 TS0153
 TS0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 TS0153'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 TS0153
 TS0153                          STATION RECOVERY (2004)
 TS0153
 TS0153'RECOVERY NOTE BY US POWER SQUADRON 2004 (LDB)
 TS0153'DISREGARD POST OFFICE INFORMATION AS IT HAS BEEN MOVED.  MARK NOT
 TS0153'FOUND.  IT HAS BEEN PRIED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AF8871 ***********************************************************************
 AF8871  TIDAL BM    -  This is a Tidal Bench Mark.
 AF8871  DESIGNATION -  944 3090 TIDAL 28
 AF8871  PID         -  AF8871
 AF8871  STATE/COUNTY-  WA/CLALLAM
 AF8871  USGS QUAD   -  NEAH BAY (1984)
 AF8871
 AF8871                         *CURRENT SURVEY CONTROL
 AF8871  ___________________________________________________________________
 AF8871* NAD 83(1986)-  48 21 56.     (N)    124 37 07.     (W)     SCALED    
 AF8871* NAVD 88     -         6.245  (meters)      20.49   (feet)  ADJUSTED  
 AF8871  ___________________________________________________________________
 AF8871  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 AF8871  DYNAMIC HT  -           6.247 (meters)      20.50  (feet)  COMP
 AF8871  MODELED GRAV-     980,913.4   (mgal)                       NAVD 88
 AF8871
 AF8871  VERT ORDER  -  FIRST     CLASS II
 AF8871
 AF8871.The horizontal coordinates were scaled from a topographic map and have
 AF8871.an estimated accuracy of +/- 6 seconds.
 AF8871
 AF8871.The orthometric height was determined by differential leveling
 AF8871.and adjusted by the National Geodetic Survey in July 2002..
 AF8871
 AF8871.This Tidal Bench Mark is designated as VM 1107
 AF8871.by the Center for Operational Oceanographic Products and Services.
 AF8871
 AF8871.The geoid height was determined by GEOID03.
 AF8871
 AF8871.The dynamic height is computed by dividing the NAVD 88
 AF8871.geopotential number by the normal gravity value computed on the
 AF8871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8871.degrees latitude (g = 980.6199 gals.).
 AF8871
 AF8871.The modeled gravity was interpolated from observed gravity values.
 AF8871
 AF8871;                    North         East    Units  Estimated Accuracy
 AF8871;SPC WA N     -   158,720.      219,650.      MT  (+/- 180 meters Scaled)
 AF8871
 AF8871                          SUPERSEDED SURVEY CONTROL
 AF8871
 AF8871.No superseded survey control is available for this station.
 AF8871
 AF8871_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU801581(NAD 83)
 AF8871_MARKER: DJ = TIDAL STATION DISK
 AF8871_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8871_SP_SET: RETAINING WALL
 AF8871_STAMPING: TIDAL BM 28 1975
 AF8871_MARK LOGO: NOS   
 AF8871_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8871+STABILITY: SURFACE MOTION
 AF8871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8871+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1998
 AF8871
 AF8871  HISTORY     - Date     Condition        Report By
 AF8871  HISTORY     - 1975     MONUMENTED       NOS
 AF8871  HISTORY     - 19980630 GOOD             NGS
 AF8871
 AF8871                          STATION DESCRIPTION
 AF8871
 AF8871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AF8871'0.7 KM (0.45 MI) WESTERLY ALONG BAYVIEW AVENUE FROM THE POST OFFICE IN
 AF8871'NEAH BAY, IN THE EAST CONCRETE RETAINING WALL ENCLOSING CHEVRON OIL
 AF8871'TANKS, 20.6 M (67.6 FT) NORTH OF AND LEVEL WITH THE AVENUE CENTERLINE,
 AF8871'12.0 M (39.4 FT) SOUTH OF THE NORTHEAST CORNER OF THE RETAINING WALL,
 AF8871'9.0 M (29.5 FT) WEST OF THE NORTHWEST CORNER OF A BUILDING, 5.0 M
 AF8871'(16.4 FT) NORTH OF THE SOUTHEAST CORNER OF THE RETAINING WALL, 1.0 M
 AF8871'(3.3 FT) ABOVE THE LEVEL OF THE AVENUE, AND 0.4 M (1.3 FT) NORTH OF A
 AF8871'STEP.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE MAKAH FUEL COMPANY,
 AF8871'P.O.  BOX 115, NEAH BAY, WA 98375, TELEPHONE NUMBER (360) 645-2207.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0098 ***********************************************************************
 TS0098  TIDAL BM    -  This is a Tidal Bench Mark.
 TS0098  DESIGNATION -  944 3361 TIDAL 3
 TS0098  PID         -  TS0098
 TS0098  STATE/COUNTY-  WA/CLALLAM
 TS0098  USGS QUAD   -  CLALLAM BAY (1984)
 TS0098
 TS0098                         *CURRENT SURVEY CONTROL
 TS0098  ___________________________________________________________________
 TS0098* NAD 83(1986)-  48 15 48.     (N)    124 18 03.     (W)     SCALED    
 TS0098* NAVD 88     -        14.282  (meters)      46.86   (feet)  ADJUSTED  
 TS0098  ___________________________________________________________________
 TS0098  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 TS0098  DYNAMIC HT  -          14.286 (meters)      46.87  (feet)  COMP
 TS0098  MODELED GRAV-     980,879.4   (mgal)                       NAVD 88
 TS0098
 TS0098  VERT ORDER  -  FIRST     CLASS I
 TS0098
 TS0098.The horizontal coordinates were scaled from a topographic map and have
 TS0098.an estimated accuracy of +/- 6 seconds.
 TS0098
 TS0098.The orthometric height was determined by differential leveling
 TS0098.and adjusted by the National Geodetic Survey in June 1991..
 TS0098
 TS0098.This Tidal Bench Mark is designated as VM 9013
 TS0098.by the Center for Operational Oceanographic Products and Services.
 TS0098
 TS0098.The geoid height was determined by GEOID03.
 TS0098
 TS0098.The dynamic height is computed by dividing the NAVD 88
 TS0098.geopotential number by the normal gravity value computed on the
 TS0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0098.degrees latitude (g = 980.6199 gals.).
 TS0098
 TS0098.The modeled gravity was interpolated from observed gravity values.
 TS0098
 TS0098;                    North         East    Units  Estimated Accuracy
 TS0098;SPC WA N     -   146,260.      242,660.      MT  (+/- 180 meters Scaled)
 TS0098
 TS0098                          SUPERSEDED SURVEY CONTROL
 TS0098
 TS0098  NGVD 29 (??/??/92)   13.156  (m)           43.16   (f) ADJ UNCH    1 1
 TS0098
 TS0098.Superseded values are not recommended for survey control.
 TS0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0098.See file dsdata.txt to determine how the superseded data were derived.
 TS0098
 TS0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU034463(NAD 83)
 TS0098_MARKER: DB = BENCH MARK DISK
 TS0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TS0098_SP_SET: STEP
 TS0098_STAMPING: 3 1931
 TS0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0098
 TS0098  HISTORY     - Date     Condition        Report By
 TS0098  HISTORY     - 1931     MONUMENTED       CGS
 TS0098  HISTORY     - 1974     GOOD             NGS
 TS0098
 TS0098                          STATION DESCRIPTION
 TS0098
 TS0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0098'IN SEKIU.
 TS0098'AT SEKIU, ALONG FRONT STREET, AT THE SEKIU COMMUNITY CLUB BUILDING,
 TS0098'(FORMERLY SEKIU DISTRICT SCHOOL), 207 FEET WEST OF THE CENTER LINE OF
 TS0098'FRONT STREET, SET IN THE SOUTH END OF CONCRETE STEP WHICH IS THE
 TS0098'BOTTOM STEP BELOW WOODEN STEPS TO FRONT(EAST) ENTRANCE TO BUILDING,
 TS0098'16.2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF BUILDING, 98 FEET NORTH
 TS0098'OF THE CENTER LINE OF AN ASPHALT STREET LEADING WEST FROM FRONT STREET
 TS0098'(THE FIRST ASPHALT STREET LEADING WEST, NORTH OF THE POST OFFICE) AND
 TS0098'2.0 FEET NORTH OF THE SOUTH END OF THE STEP.  1/4, SEC 19, T 32N, R
 TS0098'12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2738 ***********************************************************************
 TR2738  DESIGNATION -  944 3826 TIDAL 5 RESET
 TR2738  PID         -  TR2738
 TR2738  STATE/COUNTY-  WA/CLALLAM
 TR2738  USGS QUAD   -  JOYCE (1979)
 TR2738
 TR2738                         *CURRENT SURVEY CONTROL
 TR2738  ___________________________________________________________________
 TR2738* NAD 83(1986)-  48 09 40.     (N)    123 43 43.     (W)     SCALED    
 TR2738* NAVD 88     -         2.25   (meters)       7.4    (feet)  RESET     
 TR2738  ___________________________________________________________________
 TR2738  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 TR2738
 TR2738  VERT ORDER  -  THIRD
 TR2738
 TR2738.The horizontal coordinates were scaled from a topographic map and have
 TR2738.an estimated accuracy of +/- 6 seconds.
 TR2738
 TR2738.The orthometric height was computed from unverified reset data.
 TR2738.No vertical observational check was made to the station.
 TR2738
 TR2738.The geoid height was determined by GEOID03.
 TR2738
 TR2738;                    North         East    Units  Estimated Accuracy
 TR2738;SPC WA N     -   133,150.      284,680.      MT  (+/- 180 meters Scaled)
 TR2738
 TR2738                          SUPERSEDED SURVEY CONTROL
 TR2738
 TR2738  NGVD 29 (12/17/02)    1.17   (m)            3.8    (f) RESET       3  
 TR2738
 TR2738.Superseded values are not recommended for survey control.
 TR2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2738.See file dsdata.txt to determine how the superseded data were derived.
 TR2738
 TR2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU458344(NAD 83)
 TR2738_MARKER: DV = VERTICAL CONTROL DISK
 TR2738_SETTING: 66 = SET IN ROCK OUTCROP
 TR2738_SP_SET: ROCK OUTCROP
 TR2738_STAMPING: CRESCENT NO 5 RESET 1984
 TR2738_MARK LOGO: NGS   
 TR2738_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR2738+STABILITY: POSITION/ELEVATION WELL
 TR2738
 TR2738  HISTORY     - Date     Condition        Report By
 TR2738  HISTORY     - 1984     MONUMENTED       NGS
 TR2738
 TR2738                          STATION DESCRIPTION
 TR2738
 TR2738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 TR2738'3.86 KM (2.40 MI) NORTH ALONG CRESCENT BEACH ROAD FROM THE JUNCTION OF
 TR2738'STATE HIGHWAY 112 IN JOYCE, THENCE SHARP LEFT ALONG THE CRESCENT
 TR2738'BEACH ENTRANCE ROAD FOR 0.32 KM (0.20 MI) TO THE RESORT STORE AND
 TR2738'BOAT RAMP, 0.9 M (3.0 FT) EAST OF THE EDGE OF THE BLUFF, 103.6 M
 TR2738'(339.9 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE STORE, 14.3 M
 TR2738'(46.9 FT) NORTHEAST OF TIDAL 3 1926, 56.7 M (186.0 FT) SOUTHWEST OF
 TR2738'TIDAL 6 RESET 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2739 ***********************************************************************
 TR2739  DESIGNATION -  944 3826 TIDAL 6 RESET
 TR2739  PID         -  TR2739
 TR2739  STATE/COUNTY-  WA/CLALLAM
 TR2739  USGS QUAD   -  JOYCE (1979)
 TR2739
 TR2739                         *CURRENT SURVEY CONTROL
 TR2739  ___________________________________________________________________
 TR2739* NAD 83(1986)-  48 09 41.     (N)    123 43 44.     (W)     SCALED    
 TR2739* NAVD 88     -         2.29   (meters)       7.5    (feet)  RESET     
 TR2739  ___________________________________________________________________
 TR2739  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 TR2739
 TR2739  VERT ORDER  -  THIRD
 TR2739
 TR2739.The horizontal coordinates were scaled from a topographic map and have
 TR2739.an estimated accuracy of +/- 6 seconds.
 TR2739
 TR2739.The orthometric height was computed from unverified reset data.
 TR2739.No vertical observational check was made to the station.
 TR2739
 TR2739.The geoid height was determined by GEOID03.
 TR2739
 TR2739;                    North         East    Units  Estimated Accuracy
 TR2739;SPC WA N     -   133,180.      284,660.      MT  (+/- 180 meters Scaled)
 TR2739
 TR2739                          SUPERSEDED SURVEY CONTROL
 TR2739
 TR2739  NGVD 29 (12/17/02)    1.21   (m)            4.0    (f) RESET       3  
 TR2739
 TR2739.Superseded values are not recommended for survey control.
 TR2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2739.See file dsdata.txt to determine how the superseded data were derived.
 TR2739
 TR2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU457344(NAD 83)
 TR2739_MARKER: DV = VERTICAL CONTROL DISK
 TR2739_SETTING: 66 = SET IN ROCK OUTCROP
 TR2739_SP_SET: ROCK OUTCROP
 TR2739_STAMPING: CRESCENT NO 6 RESET 1984
 TR2739_MARK LOGO: NGS   
 TR2739_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR2739+STABILITY: POSITION/ELEVATION WELL
 TR2739
 TR2739  HISTORY     - Date     Condition        Report By
 TR2739  HISTORY     - 1984     MONUMENTED       NGS
 TR2739
 TR2739                          STATION DESCRIPTION
 TR2739
 TR2739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 TR2739'3.86 KM (2.40 MI) NORTH ALONG CRESCENT BEACH ROAD FROM THE JUNCTION OF
 TR2739'STATE HIGHWAY 112 AT JOYCE, THENCE SHARP LEFT FOR 0.32 KM (0.20 MI)
 TR2739'ALONG THE CRESCENT BENCH ENTRANCE ROAD TO THE RESORT STORE AND BOAT
 TR2739'RAMP, AT THE BASE OF THE ROCKY BLUFF, 71.6 M (234.9 FT) NORTHEAST OF
 TR2739'TIDAL 3 1926, 56.7 M (186.0 FT) NORTHEAST OF TIDAL 5 RESET 1984, 3 M
 TR2739'(9.8 FT) SOUTH OF THE BASE OF THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2551 ***********************************************************************
 TR2551  TIDAL BM    -  This is a Tidal Bench Mark.
 TR2551  DESIGNATION -  944 4090 A TIDAL
 TR2551  PID         -  TR2551
 TR2551  STATE/COUNTY-  WA/CLALLAM
 TR2551  USGS QUAD   -  PORT ANGELES (1985)
 TR2551
 TR2551                         *CURRENT SURVEY CONTROL
 TR2551  ___________________________________________________________________
 TR2551* NAD 83(1998)-  48 07 25.14635(N)    123 27 04.02141(W)     ADJUSTED  
 TR2551* NAVD 88     -         4.04   (+/-2cm)      13.3    (feet)  VERTCON   
 TR2551  ___________________________________________________________________
 TR2551  X           -  -2,351,240.444 (meters)                     COMP
 TR2551  Y           -  -3,558,930.266 (meters)                     COMP
 TR2551  Z           -   4,726,053.190 (meters)                     COMP
 TR2551  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 TR2551  ELLIP HEIGHT-         -16.12  (meters)          (07/03/01) GPS OBS
 TR2551  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 TR2551
 TR2551  HORZ ORDER  -  B
 TR2551  VERT ORDER  -  THIRD ? (See Below)
 TR2551  ELLP ORDER  -  FIFTH     CLASS I
 TR2551
 TR2551.The horizontal coordinates were established by GPS observations
 TR2551.and adjusted by the National Geodetic Survey in July 2001..
 TR2551.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR2551.DATUM ITEM on the data sheet items page.
 TR2551
 TR2551.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2551.The vertical order pertains to the NGVD 29 superseded value.
 TR2551
 TR2551.This Tidal Bench Mark is designated as VM 1118
 TR2551.by the Center for Operational Oceanographic Products and Services.
 TR2551
 TR2551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR2551
 TR2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2551
 TR2551.The ellipsoidal height was determined by GPS observations
 TR2551.and is referenced to NAD 83.
 TR2551
 TR2551.The geoid height was determined by GEOID03.
 TR2551
 TR2551;                    North         East     Units Scale Factor Converg.
 TR2551;SPC WA N     -   128,244.360   305,163.078   MT  0.99994226   -1 56 56.4
 TR2551;SPC WA N     -   420,748.37  1,001,189.20   sFT  0.99994226   -1 56 56.4
 TR2551;UTM  10      - 5,330,142.158   466,429.227   MT  0.99961385   -0 20 09.2
 TR2551
 TR2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2551!SPC WA N     -   1.00000253  x   0.99994226  =   0.99994479
 TR2551!UTM  10      -   1.00000253  x   0.99961385  =   0.99961638
 TR2551
 TR2551                          SUPERSEDED SURVEY CONTROL
 TR2551
 TR2551  NAD 83(1991)-  48 07 25.14370(N)    123 27 04.02353(W) AD(       ) B
 TR2551  ELLIP H (05/29/91)  -15.91   (m)                       GP(       ) 4 1
 TR2551  NAD 83(1986)-  48 07 25.13740(N)    123 27 04.03045(W) AD(       ) 1
 TR2551  NGVD 29 (06/19/89)    2.95   (m)            9.7    (f) LEVELING    3  
 TR2551
 TR2551.Superseded values are not recommended for survey control.
 TR2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2551.See file dsdata.txt to determine how the superseded data were derived.
 TR2551
 TR2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6642930142(NAD 83)
 TR2551_MARKER: DB = BENCH MARK DISK
 TR2551_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 TR2551_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 TR2551_STAMPING: 944 4090 TIDAL A
 TR2551_MARK LOGO: NOS   
 TR2551_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR2551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2551+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1991
 TR2551
 TR2551  HISTORY     - Date     Condition        Report By
 TR2551  HISTORY     - UNK      MONUMENTED
 TR2551  HISTORY     - 1987     GOOD             NGS
 TR2551  HISTORY     - 19880718 GOOD
 TR2551  HISTORY     - 19890726 GOOD             NGS
 TR2551  HISTORY     - 19910223 GOOD
 TR2551  HISTORY     - 19940714 GOOD             WOOLPT
 TR2551  HISTORY     - 20000124 GOOD             USPSQD
 TR2551
 TR2551                          STATION DESCRIPTION
 TR2551
 TR2551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 TR2551'THE STATION WAS RECOVERED AT THIS DATE.
 TR2551'
 TR2551'THE STATION IS LOCATED AT PORT ANGELES.
 TR2551'
 TR2551'TO REACH THE STATION FROM THE INTERSECTION OF LINCOLN STREET AND
 TR2551'FRONT STREET IN PORT ANGELES, GO WEST FOR 0.6 KM (0.4 MI) ON FRONT
 TR2551'STREET TO A FORK.
 TR2551'FOLLOW THE RIGHT FORK AND GO WEST FOR 1.05 KM (0.65 MI) ON MARINE
 TR2551'DRIVE TO A FIRE HYDRANT AND POWER POLE NUMBER 125 ON THE RIGHT AND
 TR2551'THE STATION.
 TR2551'
 TR2551'THE STATION IS A STANDARD NOS DISK
 TR2551'STAMPED---4090A 1981---,
 TR2551'CRIMPED TO THE TOP OF A GALVANIZED STEEL ROD ENCASED IN A 4-INCH
 TR2551'PVC PIPE.  LOCATED
 TR2551'13.6 METERS (44.5 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST RAIL OF
 TR2551'RAILROAD,
 TR2551'2.6 METERS (8.5 FT) EAST-SOUTHEAST FROM A FIRE HYDRANT AND
 TR2551'2.3 METERS (7.5 FT) WEST-NORTHWEST FROM POWER POLE NUMBER 125
 TR2551'WITH A WITNESS POST.
 TR2551'
 TR2551'WASHINGTON DOT, FAA, TIDE STATIONS - 1987.
 TR2551'
 TR2551'THIS STATION SUITABLE FOR GPS SURVEYS.
 TR2551'
 TR2551'DESCRIBED BY D.A. WEGENAST.
 TR2551
 TR2551                          STATION RECOVERY (1988)
 TR2551
 TR2551'RECOVERED 1988
 TR2551'RECOVERED IN GOOD CONDITION.
 TR2551
 TR2551                          STATION RECOVERY (1989)
 TR2551
 TR2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TR2551'THE STATION IS LOCATED ABOUT 41.8 KM (26.0 MI) SOUTH OF VICTORIA, 27.4
 TR2551'KM (17.0 MI) WEST OF SEQUIM, 24.1 KM (15.0 MI) EAST OF JOYCE AND AT
 TR2551'PORT ANGELES.
 TR2551'TO REACH FROM THE INTERSECTION OF LINCOLN STREET AND FRONT STREET IN
 TR2551'PORT ANGELES, GO WEST ON FRONT STREET FOR 0.64 KM (0.40 MI) TO A
 TR2551'FORK.  TAKE THE RIGHT FORK AND CONTINUE WESTERLY ON MARINE DRIVE FOR
 TR2551'1.04 KM (0.65 MI) TO A FIRE HYDRANT, POWER LINE POLE NUMBER 125 AND
 TR2551'THE STATION.
 TR2551'THE MARK IS FASTENED TO THE TOP OF A COPPER CLAD STEEL ROAD SET IN A
 TR2551'4-INCH PLASTIC PIPE WITH A CAP.  IT IS 2.6 M (8.5 FT) EAST-SOUTHEAST
 TR2551'OF A FIRE HYDRANT AND 2.3 M (7.5 FT) WEST-NORTHWEST OF A POWER LINE
 TR2551'POLE NUMBER 125 THAT HAS A WITNESS SIGN ATTACHED TO IT.
 TR2551
 TR2551                          STATION RECOVERY (1991)
 TR2551
 TR2551'RECOVERED 1991
 TR2551'RECOVERED IN GOOD CONDITION.
 TR2551
 TR2551                          STATION RECOVERY (1994)
 TR2551
 TR2551'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1994 (MJS)
 TR2551'RECOVERED AS DESCRIBED.
 TR2551
 TR2551                          STATION RECOVERY (2000)
 TR2551
 TR2551'RECOVERY NOTE BY US POWER SQUADRON 2000
 TR2551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0779 ***********************************************************************
 TR0779  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0779  DESIGNATION -  944 4122 TIDAL 6
 TR0779  PID         -  TR0779
 TR0779  STATE/COUNTY-  WA/CLALLAM
 TR0779  USGS QUAD   -  EDIZ HOOK (1978)
 TR0779
 TR0779                         *CURRENT SURVEY CONTROL
 TR0779  ___________________________________________________________________
 TR0779* NAD 83(1991)-  48 08 26.14866(N)    123 24 14.17618(W)     ADJUSTED  
 TR0779* NAVD 88     -         5.126  (meters)      16.82   (feet)  ADJUSTED  
 TR0779  ___________________________________________________________________
 TR0779  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 TR0779  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 TR0779  DYNAMIC HT  -           5.127 (meters)      16.82  (feet)  COMP
 TR0779  MODELED GRAV-     980,883.4   (mgal)                       NAVD 88
 TR0779
 TR0779  HORZ ORDER  -  SECOND
 TR0779  VERT ORDER  -  FIRST     CLASS I
 TR0779
 TR0779.The horizontal coordinates were established by classical geodetic methods
 TR0779.and adjusted by the National Geodetic Survey in December 1991..
 TR0779
 TR0779.The orthometric height was determined by differential leveling
 TR0779.and adjusted by the National Geodetic Survey in June 1991..
 TR0779
 TR0779.This Tidal Bench Mark is designated as VM 9025
 TR0779.by the Center for Operational Oceanographic Products and Services.
 TR0779
 TR0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0779
 TR0779.The geoid height was determined by GEOID03.
 TR0779
 TR0779.The dynamic height is computed by dividing the NAVD 88
 TR0779.geopotential number by the normal gravity value computed on the
 TR0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0779.degrees latitude (g = 980.6199 gals.).
 TR0779
 TR0779.The modeled gravity was interpolated from observed gravity values.
 TR0779
 TR0779;                    North         East     Units Scale Factor Converg.
 TR0779;SPC WA N     -   130,009.002   308,736.147   MT  0.99994233   -1 54 49.9
 TR0779;SPC WA N     -   426,537.87  1,012,911.84   sFT  0.99994233   -1 54 49.9
 TR0779;UTM  10      - 5,332,006.066   469,950.044   MT  0.99961110   -0 18 03.1
 TR0779
 TR0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0779!SPC WA N     -   1.00000238  x   0.99994233  =   0.99994471
 TR0779!UTM  10      -   1.00000238  x   0.99961110  =   0.99961348
 TR0779
 TR0779                          SUPERSEDED SURVEY CONTROL
 TR0779
 TR0779  NAD 83(1986)-  48 08 26.14745(N)    123 24 14.18513(W) AD(       ) 2
 TR0779  NAD 27      -  48 08 26.81404(N)    123 24 09.51089(W) AD(       ) 2
 TR0779  NGVD 29 (??/??/92)    3.999  (m)           13.12   (f) ADJ UNCH    1 1
 TR0779
 TR0779.Superseded values are not recommended for survey control.
 TR0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0779.See file dsdata.txt to determine how the superseded data were derived.
 TR0779
 TR0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6995032006(NAD 83)
 TR0779_MARKER: DB = BENCH MARK DISK
 TR0779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0779_SP_SET: CONCRETE STRUCTURE
 TR0779_STAMPING: 6 1944
 TR0779_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0779
 TR0779  HISTORY     - Date     Condition        Report By
 TR0779  HISTORY     - 1944     MONUMENTED       CGS
 TR0779  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TR0779  HISTORY     - 1974     GOOD             NGS
 TR0779  HISTORY     - 1988     GOOD             NGS
 TR0779  HISTORY     - 19910716 GOOD             USPSQD
 TR0779
 TR0779                          STATION DESCRIPTION
 TR0779
 TR0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JBW)
 TR0779'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 TR0779'FOLLOWS--
 TR0779'
 TR0779'THE STATION IS NEAR THE EASTERN END OF EDIZ HOOK WHICH IS A LONG
 TR0779'SAND SPIT IN THE STRAITS OF JUAN DE FUCA, OFF SHORE FROM PORT
 TR0779'ANGELES.
 TR0779'
 TR0779'TO REACH THE STATION FROM THE INTERSECTION OF LINCOLN AND FRONT
 TR0779'STREETS GO WEST ON FRONT STREET 1.6 MILES TO A Y, TAKE THE RIGHT
 TR0779'FORK 0.7 MILES TO A STOP SIGN ON THE GROUNDS OF CROWN ZELLERBACH
 TR0779'CORP.  CONTINUE NORTHERLY AND EASTERLY ON A BLACKTOP ROAD 1.8
 TR0779'MILES TO THE ENTRANCE TO THE U.S. COAST GUARD STATION.  CONTINUE
 TR0779'EASTERLY 0.7 MILES TO THE USCG ADMINISTRATION BUILDING ON THE
 TR0779'LEFT.  CONTINUE EASTERLY, PASSING TO THE RIGHT OF A
 TR0779'LARGE HANGAR, ACROSS THE END OF A CLOSED RUNWAY TO A SMALL LOOP
 TR0779'ROAD AT THE END OF THE SPIT.
 TR0779'
 TR0779'THE STATION IS ABOUT 75 YARDS WEST OF THE WESTERN PART OF THE LOOP
 TR0779'AND IS LOCATED IN THE SOUTHEAST, TOP, CORNER OF A CONCRETE
 TR0779'FOUNDATION FOR A RUNWAY FLOODLIGHT.  THE STATION IS ABOUT 6 FEET
 TR0779'ABOVE THE GROUND AND THE CONCRETE FOUNDATION IS RED AND WHITE
 TR0779'CHECKERED.  ANOTHER SUCH LIGHT ASSEMBLY IS JUST NORTH AND ON THE
 TR0779'OTHER SIDE OF THE RUNWAY APPROACH.
 TR0779'
 TR0779'STATION EAST BASE, 1892 IS ABOUT 28 FEET SOUTHWEST OF THE STATION.
 TR0779
 TR0779                          STATION RECOVERY (1974)
 TR0779
 TR0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TR0779'IN PORT ANGELES.
 TR0779'AT PORT ANGELES, ABOUT 1.3 MILES NORTHWEST ALONG MARINE DRIVE FROM THE
 TR0779'JUNCTION OF TUMWATER STREET, THENCE ABOUT 3.1 MILES EAST ALONG A PAVED
 TR0779'ROAD ON EDIZ HOOK, 0.5 MILE EAST OF THE U. S. COAST GUARD AIR STATION
 TR0779'ADMINISTRATION BUILDING ON EDIZ HOOK, AT THE EAST END OF THE HOOK, 206
 TR0779'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST-WEST RUNWAY,
 TR0779'32.6 FEET NORTHEAST OF EAST BASE =TIDAL 5 1892 TRIANGULATION STATION
 TR0779'MARK, SET IN THE TOP OF THE SOUTHEAST CORNER OF A 5 BY 7-FOOT BY 5
 TR0779'1/2-FOOT-HIGH CONCRETE STRUCTURE SUPPORTING A FLOOD LIGHT, 0.5 FOOT
 TR0779'NORTHWEST OF THE SOUTHEAST CORNER, 4.8 FEET SOUTHEAST OF THE SOUTHEAST
 TR0779'SIDE OF FLOOD LIGHT BASE AND ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE
 TR0779'GROUND.
 TR0779
 TR0779                          STATION RECOVERY (1988)
 TR0779
 TR0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 TR0779'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 TR0779'IT IS LOCATED ON THE RED AND WHITE CONCRETE BUILDING MENTIONED IN
 TR0779'THE RECOVERY NOTE FOR EAST BASE 1892 1981.  THE PUBLISHED ROUTE TO
 TR0779'REACH IS ADQUATE FOR RECOVERY AT THIS DATE.
 TR0779'
 TR0779'DESCRIBED BY DA WEGENAST.
 TR0779
 TR0779                          STATION RECOVERY (1991)
 TR0779
 TR0779'RECOVERY NOTE BY US POWER SQUADRON 1991 (PES)
 TR0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2349 ***********************************************************************
 TR2349  DESIGNATION -  944 4471 TIDAL 3
 TR2349  PID         -  TR2349
 TR2349  STATE/COUNTY-  WA/CLALLAM
 TR2349  USGS QUAD   -  DUNGENESS (1979)
 TR2349
 TR2349                         *CURRENT SURVEY CONTROL
 TR2349  ___________________________________________________________________
 TR2349* NAD 83(1991)-  48 10 54.31631(N)    123 06 37.58556(W)     ADJUSTED  
 TR2349* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2349  ___________________________________________________________________
 TR2349  LAPLACE CORR-         -10.47  (seconds)                    DEFLEC99
 TR2349  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 TR2349
 TR2349  HORZ ORDER  -  SECOND
 TR2349
 TR2349.The horizontal coordinates were established by classical geodetic methods
 TR2349.and adjusted by the National Geodetic Survey in December 1991..
 TR2349
 TR2349.The orthometric height was scaled from a topographic map.
 TR2349
 TR2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2349
 TR2349.The geoid height was determined by GEOID03.
 TR2349
 TR2349;                    North         East     Units Scale Factor Converg.
 TR2349;SPC WA N     -   133,895.386   330,702.198   MT  0.99994287   -1 41 43.3
 TR2349;SPC WA N     -   439,288.45  1,084,978.79   sFT  0.99994287   -1 41 43.3
 TR2349;UTM  10      - 5,336,507.703   491,790.620   MT  0.99960083   -0 04 56.3
 TR2349
 TR2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2349!SPC WA N     -   1.00000280  x   0.99994287  =   0.99994567
 TR2349!UTM  10      -   1.00000280  x   0.99960083  =   0.99960363
 TR2349
 TR2349                          SUPERSEDED SURVEY CONTROL
 TR2349
 TR2349  NAD 83(1986)-  48 10 54.31606(N)    123 06 37.59359(W) AD(       ) 2
 TR2349  NAD 27      -  48 10 54.97810(N)    123 06 32.96270(W) AD(       ) 2
 TR2349
 TR2349.Superseded values are not recommended for survey control.
 TR2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2349.See file dsdata.txt to determine how the superseded data were derived.
 TR2349
 TR2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9179136508(NAD 83)
 TR2349
 TR2349  HISTORY     - Date     Condition        Report By
 TR2349  HISTORY     - 1962     MONUMENTED       CGS
 TR2349  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR2349  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR2349  HISTORY     - 20001026 MARK NOT FOUND   USPSQD
 TR2349
 TR2349                          STATION DESCRIPTION
 TR2349
 TR2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TR2349'SEE STATION DUNGEN FOR ORIGINAL DESCRIPTION
 TR2349
 TR2349                          STATION RECOVERY (1966)
 TR2349
 TR2349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR2349'RECOVERED IN GOOD CONDITION.  LOCATED ON DUNGENESS SPIT, AT THE
 TR2349'SITE OF THE NEW DUNGENESS LIGHTHOUSE.
 TR2349'
 TR2349'THE STATION IS A STANDARD BENCH MARK DISK STAMPED 3 1926 CEMENTED IN
 TR2349'A DRILL HOLE ON TOP OF THE SOUTH EDGE OF A ROUND, CONCRETE, WATER
 TR2349'STORAGE TANK.  25 FEET WEST OF THE WEST SIDE OF THE LIGHTHOUSE AND
 TR2349'ABOUT 3 FEET ABOVE THE GENERAL GROUND LEVEL.  (A TIDAL BENCH
 TR2349'MARK).  REACHED BY BOAT.
 TR2349
 TR2349                          STATION RECOVERY (1967)
 TR2349
 TR2349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WFF)
 TR2349'RECOVERED AS DESCRIBED, NO SEARCH WAS MADE FOR REFERENCE MARKS.
 TR2349
 TR2349                          STATION RECOVERY (2000)
 TR2349
 TR2349'RECOVERY NOTE BY US POWER SQUADRON 2000 (NM)
 TR2349'THE ROUND CONCRETE WATER STORAGE TANK HAS APPARENTLY BEEN CEMENTED
 TR2349'OVER TOP OF THE MARKER.  IT IS NOT IN SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI2202 ***********************************************************************
 AI2202  DESIGNATION -  944 4900 D TIDAL
 AI2202  PID         -  AI2202
 AI2202  STATE/COUNTY-  WA/JEFFERSON
 AI2202  USGS QUAD   -  PORT TOWNSEND SOUTH (1981)
 AI2202
 AI2202                         *CURRENT SURVEY CONTROL
 AI2202  ___________________________________________________________________
 AI2202* NAD 83(1998)-  48 06 43.35482(N)    122 45 35.24007(W)     ADJUSTED  
 AI2202* NAVD 88     -         5.0    (meters)      16.     (feet)  GPS OBS   
 AI2202  ___________________________________________________________________
 AI2202  X           -  -2,308,648.108 (meters)                     COMP
 AI2202  Y           -  -3,587,848.064 (meters)                     COMP
 AI2202  Z           -   4,725,190.681 (meters)                     COMP
 AI2202  LAPLACE CORR-         -10.56  (seconds)                    DEFLEC99
 AI2202  ELLIP HEIGHT-         -17.15  (meters)          (03/21/00) GPS OBS
 AI2202  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 AI2202
 AI2202  HORZ ORDER  -  A
 AI2202  ELLP ORDER  -  THIRD     CLASS II
 AI2202
 AI2202.The horizontal coordinates were established by GPS observations
 AI2202.and adjusted by the National Geodetic Survey in March 2000..
 AI2202.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI2202.DATUM ITEM on the data sheet items page.
 AI2202
 AI2202.The orthometric height was determined by GPS observations and a
 AI2202.high-resolution geoid model.
 AI2202
 AI2202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2202
 AI2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2202
 AI2202.The ellipsoidal height was determined by GPS observations
 AI2202.and is referenced to NAD 83.
 AI2202
 AI2202.The geoid height was determined by GEOID03.
 AI2202
 AI2202;                    North         East     Units Scale Factor Converg.
 AI2202;SPC WA N     -   125,434.792   356,572.400   MT  0.99994226   -1 26 03.4
 AI2202;SPC WA N     -   411,530.65  1,169,854.62   sFT  0.99994226   -1 26 03.4
 AI2202;UTM  10      - 5,328,781.363   517,879.828   MT  0.99960393   +0 10 43.8
 AI2202
 AI2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2202!SPC WA N     -   1.00000269  x   0.99994226  =   0.99994495
 AI2202!UTM  10      -   1.00000269  x   0.99960393  =   0.99960662
 AI2202
 AI2202                          SUPERSEDED SURVEY CONTROL
 AI2202
 AI2202  NAD 83(1991)-  48 06 43.35280(N)    122 45 35.24106(W) AD(       ) B
 AI2202  ELLIP H (11/01/99)  -16.96   (m)                       GP(       ) 4 1
 AI2202
 AI2202.Superseded values are not recommended for survey control.
 AI2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2202.See file dsdata.txt to determine how the superseded data were derived.
 AI2202
 AI2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1788028781(NAD 83)
 AI2202_MARKER: DB = BENCH MARK DISK
 AI2202_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI2202_SP_SET: CONCRETE FOOTING
 AI2202_STAMPING: 4900 D 1990
 AI2202_MARK LOGO: NOS   
 AI2202_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2202+STABILITY: SURFACE MOTION
 AI2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2202+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 AI2202
 AI2202  HISTORY     - Date     Condition        Report By
 AI2202  HISTORY     - 1990     MONUMENTED       NOS
 AI2202  HISTORY     - 20040920 GOOD             USPSQD
 AI2202  HISTORY     - 20051119 GOOD             USPSQD
 AI2202
 AI2202                          STATION DESCRIPTION
 AI2202
 AI2202'DESCRIBED BY NATIONAL OCEAN SERVICE 1990
 AI2202'THE STATION IS LOCATED AT THE FERRY TERMINAL IN PORT TOWNSEND.  IT IS
 AI2202'SET FLUSH IN THE CONCRETE FOOTING OF A CONCRETE/STEEL GUARD RAIL. THE
 AI2202'MARK IS LOCATED AT THE NORTHWEST HEAD OF THE FERRY PIER WHERE THE PIER
 AI2202'FACE BENDS FROM AN EAST-WEST ORIENTATION TO SOUTHEAST-NORTHWEST.  IT
 AI2202'IS, 88.3 FT (26.9 M) EAST OF THE EASTERN CORNER OF THE GREEN
 AI2202'TRANSFORMER SITUATED AT THE NORTH HEAD OF THE PIER, 44.3 FT (13.5 M)
 AI2202'NORTHWEST OF THE NORTHERNMOST LIGHT POLE ON THE PIER, 3.8 FT (1.2 M)
 AI2202'SOUTHEAST OF THE ANGLED CORNER OF THE NORTHWEST FACE OF THE PIER, AND
 AI2202'0.5 FT (15.2 CM) SOUTHEAST OF THE ACCESS PANEL INSIDE OF THE GUARD
 AI2202'RAIL.  A BIPOD WITH SANDBAGS IS RECOMMENDED FOR A GPS SETUP.
 AI2202'PERMISSION TO PARK NEXT TO THE MARK WAS ARRANGED WITH THE FERRY PURSER
 AI2202'BUT FOLLOW UP IS RECOMMENDED.  THE PERSONNEL AT THE TOLL COLLECTION
 AI2202'BOOTH WERE VERY COOPERATIVE.
 AI2202
 AI2202                          STATION RECOVERY (2004)
 AI2202
 AI2202'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AI2202'RECOVERED IN GOOD CONDITION.
 AI2202
 AI2202                          STATION RECOVERY (2005)
 AI2202
 AI2202'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMS)
 AI2202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0959 ***********************************************************************
 SY0959  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0959  DESIGNATION -  944 5133 TIDAL 1
 SY0959  PID         -  SY0959
 SY0959  STATE/COUNTY-  WA/KITSAP
 SY0959  USGS QUAD   -  POULSBO (1981)
 SY0959
 SY0959                         *CURRENT SURVEY CONTROL
 SY0959  ___________________________________________________________________
 SY0959* NAD 83(1986)-  47 44 47.     (N)    122 43 40.     (W)     SCALED    
 SY0959* NAVD 88     -         4.397  (meters)      14.43   (feet)  POSTED    
 SY0959  ___________________________________________________________________
 SY0959  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 SY0959  DYNAMIC HT  -           4.400 (meters)      14.44  (feet)  COMP
 SY0959  MODELED GRAV-     980,800.1   (mgal)                       NAVD 88
 SY0959
 SY0959  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0959
 SY0959.The horizontal coordinates were scaled from a topographic map and have
 SY0959.an estimated accuracy of +/- 6 seconds.
 SY0959
 SY0959.The orthometric height was determined by differential leveling
 SY0959.and adjusted by the National Geodetic Survey in 1992..
 SY0959.No vertical observational check was made to the station.
 SY0959.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0959.was located on a no-check spur therefore a value was not computed.
 SY0959
 SY0959.This Tidal Bench Mark is designated as VM 11360
 SY0959.by the Center for Operational Oceanographic Products and Services.
 SY0959
 SY0959.The geoid height was determined by GEOID03.
 SY0959
 SY0959.The dynamic height is computed by dividing the NAVD 88
 SY0959.geopotential number by the normal gravity value computed on the
 SY0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0959.degrees latitude (g = 980.6199 gals.).
 SY0959
 SY0959.The modeled gravity was interpolated from observed gravity values.
 SY0959
 SY0959;                    North         East    Units  Estimated Accuracy
 SY0959;SPC WA N     -    84,730.      357,950.      MT  (+/- 180 meters Scaled)
 SY0959
 SY0959                          SUPERSEDED SURVEY CONTROL
 SY0959
 SY0959  NGVD 29 (??/??/??)    3.317  (m)           10.88   (f) ADJUSTED    1 2
 SY0959
 SY0959.Superseded values are not recommended for survey control.
 SY0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0959.See file dsdata.txt to determine how the superseded data were derived.
 SY0959
 SY0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET204881(NAD 83)
 SY0959_MARKER: DJ = TIDAL STATION DISK
 SY0959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0959_SP_SET: BRIDGE
 SY0959_STAMPING: 1 1946
 SY0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0959
 SY0959  HISTORY     - Date     Condition        Report By
 SY0959  HISTORY     - 1946     MONUMENTED       CGS
 SY0959  HISTORY     - 1965     GOOD             CGS
 SY0959  HISTORY     - 19970412 GOOD             USPSQD
 SY0959
 SY0959                          STATION DESCRIPTION
 SY0959
 SY0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0959'8.05 MI NW FROM SILVERDALE.
 SY0959'0.35 MILE NORTHEAST ALONG STATE HIGHWAY 3 FROM SILVERDALE GRADE SCHOOL
 SY0959'AT SILVERDALE, THENCE 5.85 MILES NORTH ALONG CLEAR CREEK ROAD, THENCE
 SY0959'1.85 MILES NORTHWEST ALONG TINIAN ROAD, AT BANGOR NAVAL AMMUNITION
 SY0959'DEPOT, AT BANGOR U.S. NAVY MAGAZINE DOCK ON HOOD CANAL, IN THE TOP OF
 SY0959'THE WEST END OF THE NORTH CONCRETE CURB OF A SMALL CONCRETE BRIDGE
 SY0959'APPROACH TO THE DOCK, 8.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 SY0959'BUILDING NO. 177, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 SY0959
 SY0959                          STATION RECOVERY (1997)
 SY0959
 SY0959'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1162 ***********************************************************************
 SY1162  TIDAL BM    -  This is a Tidal Bench Mark.
 SY1162  DESIGNATION -  944 5246 TIDAL 1
 SY1162  PID         -  SY1162
 SY1162  STATE/COUNTY-  WA/JEFFERSON
 SY1162  USGS QUAD   -  QUILCENE (1953)
 SY1162
 SY1162                         *CURRENT SURVEY CONTROL
 SY1162  ___________________________________________________________________
 SY1162* NAD 83(1986)-  47 45 42.     (N)    122 51 05.     (W)     SCALED    
 SY1162* NAVD 88     -         5.209  (meters)      17.09   (feet)  ADJUSTED  
 SY1162  ___________________________________________________________________
 SY1162  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SY1162  DYNAMIC HT  -           5.210 (meters)      17.09  (feet)  COMP
 SY1162  MODELED GRAV-     980,839.8   (mgal)                       NAVD 88
 SY1162
 SY1162  VERT ORDER  -  FIRST     CLASS I
 SY1162
 SY1162.The horizontal coordinates were scaled from a topographic map and have
 SY1162.an estimated accuracy of +/- 6 seconds.
 SY1162
 SY1162.The orthometric height was determined by differential leveling
 SY1162.and adjusted by the National Geodetic Survey in June 1991..
 SY1162
 SY1162.This Tidal Bench Mark is designated as VM 9040
 SY1162.by the Center for Operational Oceanographic Products and Services.
 SY1162
 SY1162.The geoid height was determined by GEOID03.
 SY1162
 SY1162.The dynamic height is computed by dividing the NAVD 88
 SY1162.geopotential number by the normal gravity value computed on the
 SY1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1162.degrees latitude (g = 980.6199 gals.).
 SY1162
 SY1162.The modeled gravity was interpolated from observed gravity values.
 SY1162
 SY1162;                    North         East    Units  Estimated Accuracy
 SY1162;SPC WA N     -    86,670.      348,730.      MT  (+/- 180 meters Scaled)
 SY1162
 SY1162                          SUPERSEDED SURVEY CONTROL
 SY1162
 SY1162  NGVD 29 (??/??/??)    4.117  (m)           13.51   (f) ADJUSTED    1 1
 SY1162
 SY1162.Superseded values are not recommended for survey control.
 SY1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1162.See file dsdata.txt to determine how the superseded data were derived.
 SY1162
 SY1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET111898(NAD 83)
 SY1162_MARKER: DJ = TIDAL STATION DISK
 SY1162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1162_SP_SET: WALL
 SY1162_STAMPING: NO 1 1969
 SY1162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1162
 SY1162  HISTORY     - Date     Condition        Report By
 SY1162  HISTORY     - 1969     MONUMENTED       CGS
 SY1162  HISTORY     - 1974     GOOD             NGS
 SY1162  HISTORY     - 1989     GOOD             USPSQD
 SY1162
 SY1162                          STATION DESCRIPTION
 SY1162
 SY1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1162'10.9 MI S FROM QUILCENE.
 SY1162'8.35 MILES SOUTH ALONG U. S. HIGHWAY 101 FROM THE HIGH SCHOOL AT
 SY1162'QUILCENE, THENCE 2.55 MILES NORTHEAST ALONG A PAVED ROAD LEADING TO
 SY1162'STATE SHELLFISH LABORATORY AT WHITNEY POINT, NEAR THE NORTHWEST CORNER
 SY1162'OF THE STATE SHELLFISH LABORATORY BUILDING, 6.2 FEET SOUTHWEST OF THE
 SY1162'NORTHWEST CORNER OF THE BUILDING, 16 FEET EAST OF THE CENTER LINE OF
 SY1162'THE ENTRANCE ROAD, 30.2 FEET WEST OF TIDAL B 3 1969, AND SET IN THE
 SY1162'NORTH END OF THE WEST CONCRETE RETAINING WALL, 2.4 FEET SOUTH OF THE
 SY1162'NORTH END AND ABOUT LEVEL WITH THE ROAD.  SEC 7, T26N, R1W.
 SY1162
 SY1162                          STATION RECOVERY (1989)
 SY1162
 SY1162'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1164 ***********************************************************************
 SY1164  TIDAL BM    -  This is a Tidal Bench Mark.
 SY1164  DESIGNATION -  944 5246 TIDAL B 3
 SY1164  PID         -  SY1164
 SY1164  STATE/COUNTY-  WA/JEFFERSON
 SY1164  USGS QUAD   -  QUILCENE (1953)
 SY1164
 SY1164                         *CURRENT SURVEY CONTROL
 SY1164  ___________________________________________________________________
 SY1164* NAD 83(1986)-  47 45 40.     (N)    122 51 05.     (W)     SCALED    
 SY1164* NAVD 88     -         4.399  (meters)      14.43   (feet)  ADJUSTED  
 SY1164  ___________________________________________________________________
 SY1164  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SY1164  DYNAMIC HT  -           4.400 (meters)      14.44  (feet)  COMP
 SY1164  MODELED GRAV-     980,839.9   (mgal)                       NAVD 88
 SY1164
 SY1164  VERT ORDER  -  FIRST     CLASS I
 SY1164
 SY1164.The horizontal coordinates were scaled from a topographic map and have
 SY1164.an estimated accuracy of +/- 6 seconds.
 SY1164
 SY1164.The orthometric height was determined by differential leveling
 SY1164.and adjusted by the National Geodetic Survey in June 1991..
 SY1164
 SY1164.This Tidal Bench Mark is designated as VM 9039
 SY1164.by the Center for Operational Oceanographic Products and Services.
 SY1164
 SY1164.The geoid height was determined by GEOID03.
 SY1164
 SY1164.The dynamic height is computed by dividing the NAVD 88
 SY1164.geopotential number by the normal gravity value computed on the
 SY1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1164.degrees latitude (g = 980.6199 gals.).
 SY1164
 SY1164.The modeled gravity was interpolated from observed gravity values.
 SY1164
 SY1164;                    North         East    Units  Estimated Accuracy
 SY1164;SPC WA N     -    86,610.      348,730.      MT  (+/- 180 meters Scaled)
 SY1164
 SY1164                          SUPERSEDED SURVEY CONTROL
 SY1164
 SY1164  NGVD 29 (??/??/??)    3.307  (m)           10.85   (f) ADJUSTED    1 1
 SY1164
 SY1164.Superseded values are not recommended for survey control.
 SY1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1164.See file dsdata.txt to determine how the superseded data were derived.
 SY1164
 SY1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET111897(NAD 83)
 SY1164_MARKER: DJ = TIDAL STATION DISK
 SY1164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1164_SP_SET: SIDEWALK
 SY1164_STAMPING: B 3 1969
 SY1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1164
 SY1164  HISTORY     - Date     Condition        Report By
 SY1164  HISTORY     - 1969     MONUMENTED       CGS
 SY1164  HISTORY     - 1974     GOOD             NGS
 SY1164  HISTORY     - 1989     GOOD             USPSQD
 SY1164
 SY1164                          STATION DESCRIPTION
 SY1164
 SY1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1164'10.9 MI S FROM QUILCENE.
 SY1164'8.35 MILES SOUTH ALONG U. S. HIGHWAY 101 FROM THE HIGH SCHOOL AT
 SY1164'QUILCENE, THENCE 2.55 MILES NORTHEAST ALONG A PAVED ROAD LEADING TO
 SY1164'STATE SHELLFISH LABORATORY AT WHITNEY POINT, SET IN THE CONCRETE
 SY1164'SIDEWALK ALONG THE NORTH SIDE OF THE SHELLFISH LABORATORY, 2 1/2 FEET
 SY1164'WEST OF THE CENTER OF THE WEST DOOR AT THE NORTH ENTRANCE TO
 SY1164'LABORATORY, 25.7 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING,
 SY1164'30.2 FEET EAST OF TIDAL 1 1969 AND ABOUT LEVEL WITH ASPHALT PARKING
 SY1164'AREA.  SEC 7, T26N, R1W.
 SY1164
 SY1164                          STATION RECOVERY (1989)
 SY1164
 SY1164'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1114 ***********************************************************************
 SY1114  DESIGNATION -  944 5269 TIDAL 1
 SY1114  PID         -  SY1114
 SY1114  STATE/COUNTY-  WA/JEFFERSON
 SY1114  USGS QUAD   -  SEABECK (1973)
 SY1114
 SY1114                         *CURRENT SURVEY CONTROL
 SY1114  ___________________________________________________________________
 SY1114* NAD 83(1986)-  47 42 42.     (N)    122 49 18.     (W)     SCALED    
 SY1114* NAVD 88     -         3.315  (meters)      10.88   (feet)  POSTED    
 SY1114  ___________________________________________________________________
 SY1114  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 SY1114  DYNAMIC HT  -           3.320 (meters)      10.89  (feet)  COMP
 SY1114  MODELED GRAV-     980,823.0   (mgal)                       NAVD 88
 SY1114
 SY1114  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1114
 SY1114.The horizontal coordinates were scaled from a topographic map and have
 SY1114.an estimated accuracy of +/- 6 seconds.
 SY1114
 SY1114.The orthometric height was determined by differential leveling
 SY1114.and adjusted by the National Geodetic Survey in 1992..
 SY1114.No vertical observational check was made to the station.
 SY1114.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1114.was located on a no-check spur therefore a value was not computed.
 SY1114
 SY1114.The geoid height was determined by GEOID03.
 SY1114
 SY1114.The dynamic height is computed by dividing the NAVD 88
 SY1114.geopotential number by the normal gravity value computed on the
 SY1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1114.degrees latitude (g = 980.6199 gals.).
 SY1114
 SY1114.The modeled gravity was interpolated from observed gravity values.
 SY1114
 SY1114;                    North         East    Units  Estimated Accuracy
 SY1114;SPC WA N     -    81,050.      350,820.      MT  (+/- 180 meters Scaled)
 SY1114
 SY1114                          SUPERSEDED SURVEY CONTROL
 SY1114
 SY1114  NGVD 29 (??/??/??)    2.231  (m)            7.32   (f) ADJUSTED    1 2
 SY1114
 SY1114.Superseded values are not recommended for survey control.
 SY1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1114.See file dsdata.txt to determine how the superseded data were derived.
 SY1114
 SY1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET133842(NAD 83)
 SY1114_MARKER: DJ = TIDAL STATION DISK
 SY1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1114_STAMPING: BM 1 1965
 SY1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1114+STABILITY: SURFACE MOTION
 SY1114
 SY1114  HISTORY     - Date     Condition        Report By
 SY1114  HISTORY     - 1965     MONUMENTED       CGS
 SY1114  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1114
 SY1114                          STATION DESCRIPTION
 SY1114
 SY1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1114'21.35 MI SE FROM QUILCENE.
 SY1114'5.5 MILES NORTHEAST ALONG A ROAD FROM QUILCENE HIGH SCHOOL AT
 SY1114'QUILCENE, THENCE 14.55 MILES SOUTHEAST ALONG COYLE ROAD, THENCE 1.3
 SY1114'MILES NORTHWEST ALONG THE ZELATCHED POINT ROAD, AT ZELATCHED POINT
 SY1114'WHARF, 234.5 FEET EAST OF TIDAL 2, 170 FEET EAST OF THE EAST EDGE OF
 SY1114'WHARF, 30 FEET SOUTH OF A HIGH WATER LINE, 12 FEET NORTH OF A TRACK
 SY1114'ROAD, ABOUT 4 FEET LOWER THAN THE SURFACE OF THE WHARF, AND SET IN THE
 SY1114'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SY1114
 SY1114                          STATION RECOVERY (1989)
 SY1114
 SY1114'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1115 ***********************************************************************
 SY1115  DESIGNATION -  944 5269 TIDAL 2
 SY1115  PID         -  SY1115
 SY1115  STATE/COUNTY-  WA/JEFFERSON
 SY1115  USGS QUAD   -  SEABECK (1973)
 SY1115
 SY1115                         *CURRENT SURVEY CONTROL
 SY1115  ___________________________________________________________________
 SY1115* NAD 83(1986)-  47 42 41.     (N)    122 49 22.     (W)     SCALED    
 SY1115* NAVD 88     -         3.586  (meters)      11.77   (feet)  POSTED    
 SY1115  ___________________________________________________________________
 SY1115  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 SY1115  DYNAMIC HT  -           3.590 (meters)      11.78  (feet)  COMP
 SY1115  MODELED GRAV-     980,823.8   (mgal)                       NAVD 88
 SY1115
 SY1115  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1115
 SY1115.The horizontal coordinates were scaled from a topographic map and have
 SY1115.an estimated accuracy of +/- 6 seconds.
 SY1115
 SY1115.The orthometric height was determined by differential leveling
 SY1115.and adjusted by the National Geodetic Survey in 1992..
 SY1115.No vertical observational check was made to the station.
 SY1115.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1115.was located on a no-check spur therefore a value was not computed.
 SY1115
 SY1115.The geoid height was determined by GEOID03.
 SY1115
 SY1115.The dynamic height is computed by dividing the NAVD 88
 SY1115.geopotential number by the normal gravity value computed on the
 SY1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1115.degrees latitude (g = 980.6199 gals.).
 SY1115
 SY1115.The modeled gravity was interpolated from observed gravity values.
 SY1115
 SY1115;                    North         East    Units  Estimated Accuracy
 SY1115;SPC WA N     -    81,020.      350,730.      MT  (+/- 180 meters Scaled)
 SY1115
 SY1115                          SUPERSEDED SURVEY CONTROL
 SY1115
 SY1115  NGVD 29 (??/??/??)    2.502  (m)            8.21   (f) ADJUSTED    1 2
 SY1115
 SY1115.Superseded values are not recommended for survey control.
 SY1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1115.See file dsdata.txt to determine how the superseded data were derived.
 SY1115
 SY1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET132842(NAD 83)
 SY1115_MARKER: DJ = TIDAL STATION DISK
 SY1115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1115_SP_SET: FOUNDATION
 SY1115_STAMPING: BM 2 1965
 SY1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1115
 SY1115  HISTORY     - Date     Condition        Report By
 SY1115  HISTORY     - 1965     MONUMENTED       CGS
 SY1115  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1115
 SY1115                          STATION DESCRIPTION
 SY1115
 SY1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1115'21.35 MI SE FROM QUILCENE.
 SY1115'5.5 MILES NORTHEAST ALONG A ROAD FROM QUILCENE HIGH SCHOOL AT
 SY1115'QUILCENE, THENCE 14.55 MILES SOUTHEAST ALONG COYLE ROAD, THENCE 1.3
 SY1115'MILES NORTHWEST ALONG THE ZELATCHED POINT ROAD, AT THE ZELATCHED POINT
 SY1115'WHARF, IN THE TOP OF THE CONCRETE FOUNDATION OF A TRIPOD FOR A TARGET,
 SY1115'234.5 FEET WEST OF TIDAL 1, 82 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 SY1115'OF THE WHARF, 42 FEET SOUTH OF THE HIGH WATER LINE, 24 FEET NORTH OF
 SY1115'THE CENTER LINE OF THE ROAD WEST TO HELAPORT, ABOUT 4 FEET LOWER THEN
 SY1115'THE WHARF, AND 0.5 FOOT ABOVE THE GROUND.
 SY1115
 SY1115                          STATION RECOVERY (1989)
 SY1115
 SY1115'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1119 ***********************************************************************
 SY1119  DESIGNATION -  944 5269 TIDAL 3
 SY1119  PID         -  SY1119
 SY1119  STATE/COUNTY-  WA/JEFFERSON
 SY1119  USGS QUAD   -  SEABECK (1973)
 SY1119
 SY1119                         *CURRENT SURVEY CONTROL
 SY1119  ___________________________________________________________________
 SY1119* NAD 83(1986)-  47 42 39.     (N)    122 49 27.     (W)     SCALED    
 SY1119* NAVD 88     -         4.780  (meters)      15.68   (feet)  POSTED    
 SY1119  ___________________________________________________________________
 SY1119  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SY1119  DYNAMIC HT  -           4.780 (meters)      15.68  (feet)  COMP
 SY1119  MODELED GRAV-     980,824.7   (mgal)                       NAVD 88
 SY1119
 SY1119  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1119
 SY1119.The horizontal coordinates were scaled from a topographic map and have
 SY1119.an estimated accuracy of +/- 6 seconds.
 SY1119
 SY1119.The orthometric height was determined by differential leveling
 SY1119.and adjusted by the National Geodetic Survey in 1992..
 SY1119.No vertical observational check was made to the station.
 SY1119.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1119.was located on a no-check spur therefore a value was not computed.
 SY1119
 SY1119.The geoid height was determined by GEOID03.
 SY1119
 SY1119.The dynamic height is computed by dividing the NAVD 88
 SY1119.geopotential number by the normal gravity value computed on the
 SY1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1119.degrees latitude (g = 980.6199 gals.).
 SY1119
 SY1119.The modeled gravity was interpolated from observed gravity values.
 SY1119
 SY1119;                    North         East    Units  Estimated Accuracy
 SY1119;SPC WA N     -    80,960.      350,630.      MT  (+/- 180 meters Scaled)
 SY1119
 SY1119                          SUPERSEDED SURVEY CONTROL
 SY1119
 SY1119  NGVD 29 (??/??/??)    3.696  (m)           12.13   (f) ADJUSTED    1 2
 SY1119
 SY1119.Superseded values are not recommended for survey control.
 SY1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1119.See file dsdata.txt to determine how the superseded data were derived.
 SY1119
 SY1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET131841(NAD 83)
 SY1119_MARKER: DJ = TIDAL STATION DISK
 SY1119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1119_SP_SET: FOUNDATION
 SY1119_STAMPING: B M 3 1965
 SY1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1119
 SY1119  HISTORY     - Date     Condition        Report By
 SY1119  HISTORY     - 1965     MONUMENTED       CGS
 SY1119  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1119
 SY1119                          STATION DESCRIPTION
 SY1119
 SY1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1119'21.35 MI SE FROM QUILCENE.
 SY1119'5.5 MILES NORTHEAST ALONG A ROAD FROM QUILCENE HIGH SCHOOL AT
 SY1119'QUILCENE, THENCE 14.55 MILES SOUTHEAST ALONG COYLE ROAD, THENCE 1.3
 SY1119'MILES NORTHWEST ALONG THE ZELATCHED POINT ROAD, IN THE TOP OF THE EAST
 SY1119'EDGE OF THE CONCRETE FOUNDATION FOR AN ASTRO DOME, 412 FEET SOUTHWEST
 SY1119'OF TIDAL R.M. 1, 9.7 FEET SOUTHEAST OF TIDAL 5, 7 FEET NORTHWEST OF
 SY1119'THE NORTHWEST END OF A CHAIN LINK GATE, 0.2 FOOT EAST OF A STEEL DOME,
 SY1119'AND ABOUT 0.5 FOOT ABOVE THE GROUND.
 SY1119
 SY1119                          STATION RECOVERY (1989)
 SY1119
 SY1119'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1118 ***********************************************************************
 SY1118  DESIGNATION -  944 5269 TIDAL 5
 SY1118  PID         -  SY1118
 SY1118  STATE/COUNTY-  WA/JEFFERSON
 SY1118  USGS QUAD   -  SEABECK (1973)
 SY1118
 SY1118                         *CURRENT SURVEY CONTROL
 SY1118  ___________________________________________________________________
 SY1118* NAD 83(1986)-  47 42 39.     (N)    122 49 27.     (W)     SCALED    
 SY1118* NAVD 88     -         4.555  (meters)      14.94   (feet)  POSTED    
 SY1118  ___________________________________________________________________
 SY1118  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SY1118  DYNAMIC HT  -           4.560 (meters)      14.96  (feet)  COMP
 SY1118  MODELED GRAV-     980,824.7   (mgal)                       NAVD 88
 SY1118
 SY1118  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1118
 SY1118.The horizontal coordinates were scaled from a topographic map and have
 SY1118.an estimated accuracy of +/- 6 seconds.
 SY1118
 SY1118.The orthometric height was determined by differential leveling
 SY1118.and adjusted by the National Geodetic Survey in 1992..
 SY1118.No vertical observational check was made to the station.
 SY1118.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1118.was located on a no-check spur therefore a value was not computed.
 SY1118
 SY1118.The geoid height was determined by GEOID03.
 SY1118
 SY1118.The dynamic height is computed by dividing the NAVD 88
 SY1118.geopotential number by the normal gravity value computed on the
 SY1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1118.degrees latitude (g = 980.6199 gals.).
 SY1118
 SY1118.The modeled gravity was interpolated from observed gravity values.
 SY1118
 SY1118;                    North         East    Units  Estimated Accuracy
 SY1118;SPC WA N     -    80,960.      350,630.      MT  (+/- 180 meters Scaled)
 SY1118
 SY1118                          SUPERSEDED SURVEY CONTROL
 SY1118
 SY1118  NGVD 29 (??/??/??)    3.471  (m)           11.39   (f) ADJUSTED    1 2
 SY1118
 SY1118.Superseded values are not recommended for survey control.
 SY1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1118.See file dsdata.txt to determine how the superseded data were derived.
 SY1118
 SY1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET131841(NAD 83)
 SY1118_MARKER: Z = SEE DESCRIPTION
 SY1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1118+STABILITY: SURFACE MOTION
 SY1118
 SY1118  HISTORY     - Date     Condition        Report By
 SY1118  HISTORY     - UNK      MONUMENTED       CGS
 SY1118  HISTORY     - 1965     GOOD             CGS
 SY1118  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1118
 SY1118                          STATION DESCRIPTION
 SY1118
 SY1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1118'21.35 MI SE FROM QUILCENE.
 SY1118'5.5 MILES NORTHEAST ALONG A ROAD FROM QUILCENE HIGH SCHOOL AT
 SY1118'QUILCENE, THENCE 14.55 MILES SOUTHEAST ALONG COYLE ROAD, THENCE 1.3
 SY1118'MILES NORTHWEST ALONG THE ZELATCHED POINT ROAD, 412 FEET SOUTHWEST OF
 SY1118'TIDAL R.M. 1, 9.7 FEET NORTHWEST OF TIDAL 3, 9.5 FEET SOUTHEAST OF A
 SY1118'WOODEN RETAINING WALL, 3.5 FEET NORTH OF THE NORTH EDGE OF AN ASTRO
 SY1118'DOME, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 SY1118'GROUND.
 SY1118
 SY1118                          STATION RECOVERY (1989)
 SY1118
 SY1118'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1116 ***********************************************************************
 SY1116  DESIGNATION -  944 5269 TIDAL RM 1
 SY1116  PID         -  SY1116
 SY1116  STATE/COUNTY-  WA/JEFFERSON
 SY1116  USGS QUAD   -  SEABECK (1973)
 SY1116
 SY1116                         *CURRENT SURVEY CONTROL
 SY1116  ___________________________________________________________________
 SY1116* NAD 83(1986)-  47 42 40.     (N)    122 49 26.     (W)     SCALED    
 SY1116* NAVD 88     -         3.551  (meters)      11.65   (feet)  POSTED    
 SY1116  ___________________________________________________________________
 SY1116  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SY1116  DYNAMIC HT  -           3.550 (meters)      11.65  (feet)  COMP
 SY1116  MODELED GRAV-     980,824.5   (mgal)                       NAVD 88
 SY1116
 SY1116  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1116
 SY1116.The horizontal coordinates were scaled from a topographic map and have
 SY1116.an estimated accuracy of +/- 6 seconds.
 SY1116
 SY1116.The orthometric height was determined by differential leveling
 SY1116.and adjusted by the National Geodetic Survey in 1992..
 SY1116.No vertical observational check was made to the station.
 SY1116.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1116.was located on a no-check spur therefore a value was not computed.
 SY1116
 SY1116.The geoid height was determined by GEOID03.
 SY1116
 SY1116.The dynamic height is computed by dividing the NAVD 88
 SY1116.geopotential number by the normal gravity value computed on the
 SY1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1116.degrees latitude (g = 980.6199 gals.).
 SY1116
 SY1116.The modeled gravity was interpolated from observed gravity values.
 SY1116
 SY1116;                    North         East    Units  Estimated Accuracy
 SY1116;SPC WA N     -    80,990.      350,650.      MT  (+/- 180 meters Scaled)
 SY1116
 SY1116                          SUPERSEDED SURVEY CONTROL
 SY1116
 SY1116  NGVD 29 (??/??/??)    2.467  (m)            8.09   (f) ADJUSTED    1 2
 SY1116
 SY1116.Superseded values are not recommended for survey control.
 SY1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1116.See file dsdata.txt to determine how the superseded data were derived.
 SY1116
 SY1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET132842(NAD 83)
 SY1116_MARKER: DJ = TIDAL STATION DISK
 SY1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1116+STABILITY: SURFACE MOTION
 SY1116
 SY1116  HISTORY     - Date     Condition        Report By
 SY1116  HISTORY     - UNK      MONUMENTED       CGS
 SY1116  HISTORY     - 1965     GOOD             CGS
 SY1116  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1116
 SY1116                          STATION DESCRIPTION
 SY1116
 SY1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1116'21.35 MI SE FROM QUILCENE.
 SY1116'5.5 MILES NORTHEAST ALONG A ROAD FROM QUILCENE HIGH SCHOOL AT
 SY1116'QUILCENE, THENCE 14.55 MILES SOUTHEAST ALONG COYLE ROAD, THENCE 1.3
 SY1116'MILES NORTHWEST ALONG THE ZELATCHED POINT ROAD, 231.5 FEET WEST OF
 SY1116'TIDAL 2, 50 FEET NORTHWEST OF THE NORTHEAST CORNER OF HELAPORT
 SY1116'LANDING, 27.1 FEET SOUTHEAST OF BENCH MARK ZELATCHED POINT (USN),
 SY1116'ABOUT LEVEL WITH THE SURFACE OF THE ASPHALT OF HELAPORT, AND SET IN
 SY1116'THE TOP OF A CONCRETE POST ABOUT 1.0 FOOT UNDER GROUND.
 SY1116
 SY1116                          STATION RECOVERY (1989)
 SY1116
 SY1116'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1185 ***********************************************************************
 SY1185  DESIGNATION -  944 5293 TIDAL 1
 SY1185  PID         -  SY1185
 SY1185  STATE/COUNTY-  WA/JEFFERSON
 SY1185  USGS QUAD   -  BRINNON (1985)
 SY1185
 SY1185                         *CURRENT SURVEY CONTROL
 SY1185  ___________________________________________________________________
 SY1185* NAD 83(1986)-  47 39 46.     (N)    122 55 02.     (W)     SCALED    
 SY1185* NAVD 88     -         5.968  (meters)      19.58   (feet)  ADJUSTED  
 SY1185  ___________________________________________________________________
 SY1185  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SY1185  DYNAMIC HT  -           5.970 (meters)      19.59  (feet)  COMP
 SY1185  MODELED GRAV-     980,837.7   (mgal)                       NAVD 88
 SY1185
 SY1185  VERT ORDER  -  FIRST     CLASS I
 SY1185
 SY1185.The horizontal coordinates were scaled from a topographic map and have
 SY1185.an estimated accuracy of +/- 6 seconds.
 SY1185
 SY1185.The orthometric height was determined by differential leveling
 SY1185.and adjusted by the National Geodetic Survey in June 1991..
 SY1185
 SY1185.The geoid height was determined by GEOID03.
 SY1185
 SY1185.The dynamic height is computed by dividing the NAVD 88
 SY1185.geopotential number by the normal gravity value computed on the
 SY1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1185.degrees latitude (g = 980.6199 gals.).
 SY1185
 SY1185.The modeled gravity was interpolated from observed gravity values.
 SY1185
 SY1185;                    North         East    Units  Estimated Accuracy
 SY1185;SPC WA N     -    75,810.      343,500.      MT  (+/- 180 meters Scaled)
 SY1185
 SY1185                          SUPERSEDED SURVEY CONTROL
 SY1185
 SY1185  NGVD 29 (??/??/??)    4.881  (m)           16.01   (f) ADJUSTED    1 1
 SY1185
 SY1185.Superseded values are not recommended for survey control.
 SY1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1185.See file dsdata.txt to determine how the superseded data were derived.
 SY1185
 SY1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET062788(NAD 83)
 SY1185_MARKER: DJ = TIDAL STATION DISK
 SY1185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1185_SP_SET: CULVERT
 SY1185_STAMPING: NO 1 1961
 SY1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1185+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2006
 SY1185
 SY1185  HISTORY     - Date     Condition        Report By
 SY1185  HISTORY     - 1961     MONUMENTED       CGS
 SY1185  HISTORY     - 1973     GOOD             NGS
 SY1185  HISTORY     - 20060528 GOOD             USPSQD
 SY1185
 SY1185                          STATION DESCRIPTION
 SY1185
 SY1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1185'2.25 MI S FROM BRINNON.
 SY1185'2.05 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE DOSEWALLIPS RIVER
 SY1185'BRIDGE AT BRINNON, THENCE 0.2 MILE SOUTHWEST AND NORTHEAST ALONG A
 SY1185'GRAVEL ROAD TO PLEASANT HARBOR MARINA, ON THE OUTSIDE OF A CURVE, 45
 SY1185'FEET NORTHEAST OF THE CENTER OF THE NORTHWEST END OF PLEASANT HARBOR
 SY1185'STATE PARK MOORING PIER, 40 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 SY1185'CLEARED AREA, IN THE TOP OF A 1 1/2-BY 2-FOOT BOULDER WHICH PROJECTS
 SY1185'ABOUT 1/2 FOOT ABOVE THE GROUND, 35.5 FEET SOUTHEAST OF BENCH MARK
 SY1185'TIDAL 2, 29 1/2 FEET NORTHEAST OF THE CENTER OF THE SOUTHEAST END OF A
 SY1185'30-INCH CONCRETE PIPE CULVERT, ABOUT 17 FEET NORTHWEST OF THE HIGH
 SY1185'WATER LINE, AND ABOUT 15 FEET LOWER THAN TIDAL 2.  SEC 10, T25N, R2W.
 SY1185
 SY1185                          STATION RECOVERY (2006)
 SY1185
 SY1185'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SY1185'THE STATION WAS FOUND ABOUT 3 FEET NORTH OF A STATE PARK PICNIC TABLE.
 SY1185' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1184 ***********************************************************************
 SY1184  DESIGNATION -  944 5293 TIDAL 3
 SY1184  PID         -  SY1184
 SY1184  STATE/COUNTY-  WA/JEFFERSON
 SY1184  USGS QUAD   -  BRINNON (1985)
 SY1184
 SY1184                         *CURRENT SURVEY CONTROL
 SY1184  ___________________________________________________________________
 SY1184* NAD 83(1986)-  47 39 48.     (N)    122 55 02.     (W)     SCALED    
 SY1184* NAVD 88     -        12.866  (meters)      42.21   (feet)  ADJUSTED  
 SY1184  ___________________________________________________________________
 SY1184  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SY1184  DYNAMIC HT  -          12.869 (meters)      42.22  (feet)  COMP
 SY1184  MODELED GRAV-     980,837.8   (mgal)                       NAVD 88
 SY1184
 SY1184  VERT ORDER  -  FIRST     CLASS I
 SY1184
 SY1184.The horizontal coordinates were scaled from a topographic map and have
 SY1184.an estimated accuracy of +/- 6 seconds.
 SY1184
 SY1184.The orthometric height was determined by differential leveling
 SY1184.and adjusted by the National Geodetic Survey in June 1991..
 SY1184
 SY1184.The geoid height was determined by GEOID03.
 SY1184
 SY1184.The dynamic height is computed by dividing the NAVD 88
 SY1184.geopotential number by the normal gravity value computed on the
 SY1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1184.degrees latitude (g = 980.6199 gals.).
 SY1184
 SY1184.The modeled gravity was interpolated from observed gravity values.
 SY1184
 SY1184;                    North         East    Units  Estimated Accuracy
 SY1184;SPC WA N     -    75,870.      343,500.      MT  (+/- 180 meters Scaled)
 SY1184
 SY1184                          SUPERSEDED SURVEY CONTROL
 SY1184
 SY1184  NGVD 29 (??/??/??)   11.779  (m)           38.64   (f) ADJUSTED    1 1
 SY1184
 SY1184.Superseded values are not recommended for survey control.
 SY1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1184.See file dsdata.txt to determine how the superseded data were derived.
 SY1184
 SY1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET062788(NAD 83)
 SY1184_MARKER: DJ = TIDAL STATION DISK
 SY1184_SETTING: 80 = SET IN A BOULDER
 SY1184_SP_SET: BOULDER
 SY1184_STAMPING: NO 3 1961
 SY1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1184+STABILITY: SURFACE MOTION
 SY1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1184+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2006
 SY1184
 SY1184  HISTORY     - Date     Condition        Report By
 SY1184  HISTORY     - 1961     MONUMENTED       CGS
 SY1184  HISTORY     - 1973     GOOD             NGS
 SY1184  HISTORY     - 20060528 GOOD             USPSQD
 SY1184
 SY1184                          STATION DESCRIPTION
 SY1184
 SY1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1184'2.25 MI S FROM BRINNON.
 SY1184'2.05 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE DOSEWALLIPS RIVER
 SY1184'BRIDGE AT BRINNON, THENCE 0.2 MILE SOUTHWEST AND NORTHEAST ALONG A
 SY1184'GRAVELROAD TO PLEASANT HARBOR MARINA, ABOUT 0.05 MILE NORTHEAST ALONG
 SY1184'AN OLD ASPHALT ROAD AND TRAIL FROM THE NORTHWEST END OF THE PLEASANT
 SY1184'HARBOR STATE PARK MOORING PIER, AT A POINT WHERE THE TRAIL CLIMBS UP,
 SY1184'325 FEET NORTHEAST OF BENCH MARK TIDAL 2, 60 FEET NORTHEAST OF THE
 SY1184'NORTHEAST END OF THE ASPHALT ROAD, 17 FEET NORTHWEST OF THE CENTER OF
 SY1184'THE RAIL, IN THE TOP OF A 2 1/2-BY 2 1/2-FOOT BOULDER WHICH PROJECTS
 SY1184'ABOUT 2 1/2 FEET ABOVE THE GROUND, 2.1 FEET NORTHWEST OF A WITNESS
 SY1184'POST, AND ABOUT 2 FEET HIGHER THAN THE TRAIL.
 SY1184
 SY1184                          STATION RECOVERY (2006)
 SY1184
 SY1184'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SY1184'THE 1973 DESCRIPTION IS GENERALLY GOOD. THE STATION IS ON PRIVATE
 SY1184'PROPERTY AND THE NEW OWNER, JOHN HAVENS, 360 491 6559, REQUEST
 SY1184'PERMISSION BE ASKED FOR AND RECEIVED BEFORE LOCATING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1187 ***********************************************************************
 SY1187  DESIGNATION -  944 5293 TIDAL 4
 SY1187  PID         -  SY1187
 SY1187  STATE/COUNTY-  WA/JEFFERSON
 SY1187  USGS QUAD   -  BRINNON (1985)
 SY1187
 SY1187                         *CURRENT SURVEY CONTROL
 SY1187  ___________________________________________________________________
 SY1187* NAD 83(1986)-  47 39 47.     (N)    122 55 02.     (W)     SCALED    
 SY1187* NAVD 88     -        10.929  (meters)      35.86   (feet)  ADJUSTED  
 SY1187  ___________________________________________________________________
 SY1187  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SY1187  DYNAMIC HT  -          10.931 (meters)      35.86  (feet)  COMP
 SY1187  MODELED GRAV-     980,837.8   (mgal)                       NAVD 88
 SY1187
 SY1187  VERT ORDER  -  FIRST     CLASS I
 SY1187
 SY1187.The horizontal coordinates were scaled from a topographic map and have
 SY1187.an estimated accuracy of +/- 6 seconds.
 SY1187
 SY1187.The orthometric height was determined by differential leveling
 SY1187.and adjusted by the National Geodetic Survey in June 1991..
 SY1187
 SY1187.The geoid height was determined by GEOID03.
 SY1187
 SY1187.The dynamic height is computed by dividing the NAVD 88
 SY1187.geopotential number by the normal gravity value computed on the
 SY1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1187.degrees latitude (g = 980.6199 gals.).
 SY1187
 SY1187.The modeled gravity was interpolated from observed gravity values.
 SY1187
 SY1187;                    North         East    Units  Estimated Accuracy
 SY1187;SPC WA N     -    75,840.      343,500.      MT  (+/- 180 meters Scaled)
 SY1187
 SY1187                          SUPERSEDED SURVEY CONTROL
 SY1187
 SY1187  NGVD 29 (??/??/??)    9.842  (m)           32.29   (f) ADJUSTED    1 1
 SY1187
 SY1187.Superseded values are not recommended for survey control.
 SY1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1187.See file dsdata.txt to determine how the superseded data were derived.
 SY1187
 SY1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET062788(NAD 83)
 SY1187_MARKER: DJ = TIDAL STATION DISK
 SY1187_SETTING: 80 = SET IN A BOULDER
 SY1187_SP_SET: BOULDER
 SY1187_STAMPING: BM 4 1972
 SY1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1187+STABILITY: SURFACE MOTION
 SY1187
 SY1187  HISTORY     - Date     Condition        Report By
 SY1187  HISTORY     - 1972     MONUMENTED       NGS
 SY1187  HISTORY     - 1973     GOOD             NGS
 SY1187
 SY1187                          STATION DESCRIPTION
 SY1187
 SY1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1187'2.25 MI S FROM BRINNON.
 SY1187'2.05 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE DOSEWALLIPS RIVER
 SY1187'BRIDGE AT BRINNON, THENCE 0.2 MILE SOUTHWEST AND NORTHEAST ALONG A
 SY1187'GRAVEL ROAD TO PLEASANT HARBOR MARINA, ON THE OUTSIDE OF A CURVE, AT
 SY1187'THE NORTHWEST EDGE OF A CLEARED AREA, 63 FEET NORTH-NORTHEAST OF THE
 SY1187'CENTER LINE OF THE ROAD, 49.8 FEET WEST OF BENCH MARK TIDAL 2, 67.4
 SY1187'FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF AN OUTHOUSE, 57 FEET NORTH
 SY1187'OF THE CENTER OF THE TOP WOODEN STEP TO THE PLEASANT HARBOR STATE PARK
 SY1187'MOORING PIER, IN THE TOP OF A 1 1/2-BY 2-FOOT BOULDER WHICH PROJECTS
 SY1187'ABOUT 1/2 FOOT ABOVE THE GROUND, AND ABOUT 3 FEET HIGHER THAN THE
 SY1187'ROAD.  SECTION 10, T25N, R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1188 ***********************************************************************
 SY1188  DESIGNATION -  944 5293 TIDAL 5
 SY1188  PID         -  SY1188
 SY1188  STATE/COUNTY-  WA/JEFFERSON
 SY1188  USGS QUAD   -  BRINNON (1985)
 SY1188
 SY1188                         *CURRENT SURVEY CONTROL
 SY1188  ___________________________________________________________________
 SY1188* NAD 83(1986)-  47 39 45.     (N)    122 55 04.     (W)     SCALED    
 SY1188* NAVD 88     -         3.753  (meters)      12.31   (feet)  ADJUSTED  
 SY1188  ___________________________________________________________________
 SY1188  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SY1188  DYNAMIC HT  -           3.754 (meters)      12.32  (feet)  COMP
 SY1188  MODELED GRAV-     980,837.7   (mgal)                       NAVD 88
 SY1188
 SY1188  VERT ORDER  -  FIRST     CLASS I
 SY1188
 SY1188.The horizontal coordinates were scaled from a topographic map and have
 SY1188.an estimated accuracy of +/- 6 seconds.
 SY1188
 SY1188.The orthometric height was determined by differential leveling
 SY1188.and adjusted by the National Geodetic Survey in June 1991..
 SY1188
 SY1188.The geoid height was determined by GEOID03.
 SY1188
 SY1188.The dynamic height is computed by dividing the NAVD 88
 SY1188.geopotential number by the normal gravity value computed on the
 SY1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1188.degrees latitude (g = 980.6199 gals.).
 SY1188
 SY1188.The modeled gravity was interpolated from observed gravity values.
 SY1188
 SY1188;                    North         East    Units  Estimated Accuracy
 SY1188;SPC WA N     -    75,780.      343,460.      MT  (+/- 180 meters Scaled)
 SY1188
 SY1188                          SUPERSEDED SURVEY CONTROL
 SY1188
 SY1188  NGVD 29 (??/??/??)    2.666  (m)            8.75   (f) ADJUSTED    1 1
 SY1188
 SY1188.Superseded values are not recommended for survey control.
 SY1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1188.See file dsdata.txt to determine how the superseded data were derived.
 SY1188
 SY1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET061787(NAD 83)
 SY1188_MARKER: DJ = TIDAL STATION DISK
 SY1188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1188_SP_SET: SLAB
 SY1188_STAMPING: BM 5 1972
 SY1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1188
 SY1188  HISTORY     - Date     Condition        Report By
 SY1188  HISTORY     - 1972     MONUMENTED       NGS
 SY1188  HISTORY     - 1973     GOOD             NGS
 SY1188  HISTORY     - 20060722 MARK NOT FOUND   USPSQD
 SY1188
 SY1188                          STATION DESCRIPTION
 SY1188
 SY1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1188'2.25 MI S FROM BRINNON.
 SY1188'2.05 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE DOSEWALLIPS RIVER
 SY1188'BRIDGE AT BRINNON, THENCE 0.2 MILE SOUTHWEST AND NORTHEAST ALONG A
 SY1188'GRAVEL ROAD TO PLEASANT HARBOR MARINA, AT PLEASANT HARBOR MARINA, 225
 SY1188'FEET SOUTHWEST OF BENCH MARK TIDAL 4, 28 FEET NORTHEAST OF THE CENTER
 SY1188'OF THE ENTRANCE TO THE MARINA DOCK, 15 FEET EAST OF THE EAST CORNER OF
 SY1188'THE MARINA OFFICE BUILDING (MOBILE HOME), IN THE TOP OF THE NORTH
 SY1188'CORNER OF A 3 1/2-BY 4-FOOT CONCRETE SLAB WHICH PROJECTS 0.1 FOOT
 SY1188'ABOVE THE GROUND, 5 FEET NORTHWEST OF THE HIGH WATER LINE, 0.9 FOOT
 SY1188'SOUTH OF THE NORTH CORNER OF THE SLAB, AND ABOUT LEVEL WITH THE
 SY1188'ENTRANCE ROAD AND PARKING AREA.  SECTION 10, T25N, R2W.
 SY1188
 SY1188                          STATION RECOVERY (2006)
 SY1188
 SY1188'RECOVERY NOTE BY US POWER SQUADRON 2006 (IES)
 SY1188'SINCE DESCRIBED BY NATIONAL GEODETIC SURVEY 1973, THE AREA HAS
 SY1188'UNDERGONE UPGRADES INCLUDING A CONCRETE RETAINING WALL IN THE POSITION
 SY1188'DESCRIBED WHERE THE BOULDER CONTAINING THE TIDAL MARK HAD BEEN FOUND
 SY1188'IN 1973.
 SY1188' REFERENCE TIDAL MARK 2 WAS FOUND HOWEVER THE OUTHOUSE HAS BEEN
 SY1188'REPLACED WITH A MORE MODERN STRUCTURE. IT IS PRESUMED THAT WHEN THE
 SY1188'RETAINING WALL WAS PUT IN PLACE THE BOULDER CONTAINING THE TIDAL MARK
 SY1188'WAS EITHER REMOVED OR COVERED THEREFORE THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1272 ***********************************************************************
 SY1272  TIDAL BM    -  This is a Tidal Bench Mark.
 SY1272  DESIGNATION -  944 5478 TIDAL 1 1972
 SY1272  PID         -  SY1272
 SY1272  STATE/COUNTY-  WA/MASON
 SY1272  USGS QUAD   -  UNION (1985)
 SY1272
 SY1272                         *CURRENT SURVEY CONTROL
 SY1272  ___________________________________________________________________
 SY1272* NAD 83(1986)-  47 21 24.     (N)    123 06 16.     (W)     SCALED    
 SY1272* NAVD 88     -         3.874  (meters)      12.71   (feet)  ADJUSTED  
 SY1272  ___________________________________________________________________
 SY1272  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 SY1272  DYNAMIC HT  -           3.875 (meters)      12.71  (feet)  COMP
 SY1272  MODELED GRAV-     980,798.3   (mgal)                       NAVD 88
 SY1272
 SY1272  VERT ORDER  -  FIRST     CLASS I
 SY1272
 SY1272.The horizontal coordinates were scaled from a topographic map and have
 SY1272.an estimated accuracy of +/- 6 seconds.
 SY1272
 SY1272.The orthometric height was determined by differential leveling
 SY1272.and adjusted by the National Geodetic Survey in June 1991..
 SY1272
 SY1272.This Tidal Bench Mark is designated as VM 9063
 SY1272.by the Center for Operational Oceanographic Products and Services.
 SY1272
 SY1272.The geoid height was determined by GEOID03.
 SY1272
 SY1272.The dynamic height is computed by dividing the NAVD 88
 SY1272.geopotential number by the normal gravity value computed on the
 SY1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1272.degrees latitude (g = 980.6199 gals.).
 SY1272
 SY1272.The modeled gravity was interpolated from observed gravity values.
 SY1272
 SY1272;                    North         East    Units  Estimated Accuracy
 SY1272;SPC WA S     -   228,150.      303,270.      MT  (+/- 180 meters Scaled)
 SY1272
 SY1272                          SUPERSEDED SURVEY CONTROL
 SY1272
 SY1272  NGVD 29 (??/??/??)    2.814  (m)            9.23   (f) ADJUSTED    1 1
 SY1272
 SY1272.Superseded values are not recommended for survey control.
 SY1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1272.See file dsdata.txt to determine how the superseded data were derived.
 SY1272
 SY1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT921448(NAD 83)
 SY1272_MARKER: DJ = TIDAL STATION DISK
 SY1272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1272_SP_SET: SLAB
 SY1272_STAMPING: B M 1 1972
 SY1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1272
 SY1272  HISTORY     - Date     Condition        Report By
 SY1272  HISTORY     - 1972     MONUMENTED       NGS
 SY1272  HISTORY     - 1973     GOOD             NGS
 SY1272  HISTORY     - 1987     GOOD             USPSQD
 SY1272  HISTORY     - 1988     POOR             USPSQD
 SY1272  HISTORY     - 1989     GOOD             USPSQD
 SY1272
 SY1272                          STATION DESCRIPTION
 SY1272
 SY1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1272'IN UNION.
 SY1272'AT UNION, 0.2 MILE WEST ALONG STATE HIGHWAY 106 FROM THE POST OFFICE,
 SY1272'AT A SERVICE STATION AND GARAGE, IN THE TOP AND ALONG THE NORTH SIDE
 SY1272'OF A 17- BY 27-FOOT CONCRETE SLAB, 94 FEET NORTH OF THE CENTER LINE OF
 SY1272'THE HIGHWAY, 74 FEET NORTHWEST OF POWER POLE U 105 BEARING A
 SY1272'TRANSFORMER AND LIGHT, 71.4 FEET NORTHEAST OF TIDAL 3, 6.0 FEET EAST
 SY1272'OF THE NORTHWEST CORNER OF THE SLAB, 1.0 FOOT SOUTH OF THE NORTH EDGE
 SY1272'OF THE SLAB, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  SECTION 31, T
 SY1272'22N, R 3W.
 SY1272
 SY1272                          STATION RECOVERY (1987)
 SY1272
 SY1272'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1272'RECOVERED IN GOOD CONDITION.
 SY1272
 SY1272                          STATION RECOVERY (1988)
 SY1272
 SY1272'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1272'MARK RECOVERED IN POOR CONDITION.
 SY1272
 SY1272                          STATION RECOVERY (1989)
 SY1272
 SY1272'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1273 ***********************************************************************
 SY1273  DESIGNATION -  944 5478 TIDAL 2
 SY1273  PID         -  SY1273
 SY1273  STATE/COUNTY-  WA/MASON
 SY1273  USGS QUAD   -  UNION (1985)
 SY1273
 SY1273                         *CURRENT SURVEY CONTROL
 SY1273  ___________________________________________________________________
 SY1273* NAD 83(1986)-  47 21 24.     (N)    123 06 08.     (W)     SCALED    
 SY1273* NAVD 88     -         3.900  (meters)      12.80   (feet)  ADJUSTED  
 SY1273  ___________________________________________________________________
 SY1273  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 SY1273  DYNAMIC HT  -           3.901 (meters)      12.80  (feet)  COMP
 SY1273  MODELED GRAV-     980,797.4   (mgal)                       NAVD 88
 SY1273
 SY1273  VERT ORDER  -  FIRST     CLASS I
 SY1273
 SY1273.The horizontal coordinates were scaled from a topographic map and have
 SY1273.an estimated accuracy of +/- 6 seconds.
 SY1273
 SY1273.The orthometric height was determined by differential leveling
 SY1273.and adjusted by the National Geodetic Survey in June 1991..
 SY1273.WARNING-Repeat measurements at this control monument indicate possible
 SY1273.vertical movement.
 SY1273
 SY1273.The geoid height was determined by GEOID03.
 SY1273
 SY1273.The dynamic height is computed by dividing the NAVD 88
 SY1273.geopotential number by the normal gravity value computed on the
 SY1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1273.degrees latitude (g = 980.6199 gals.).
 SY1273
 SY1273.The modeled gravity was interpolated from observed gravity values.
 SY1273
 SY1273;                    North         East    Units  Estimated Accuracy
 SY1273;SPC WA S     -   228,150.      303,440.      MT  (+/- 180 meters Scaled)
 SY1273
 SY1273                          SUPERSEDED SURVEY CONTROL
 SY1273
 SY1273  NGVD 29 (??/??/??)    2.840  (m)            9.32   (f) ADJUSTED    1 1
 SY1273
 SY1273.Superseded values are not recommended for survey control.
 SY1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1273.See file dsdata.txt to determine how the superseded data were derived.
 SY1273
 SY1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT922448(NAD 83)
 SY1273_MARKER: DJ = TIDAL STATION DISK
 SY1273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1273_SP_SET: WATER TABLE
 SY1273_STAMPING: 2 1935
 SY1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1273
 SY1273  HISTORY     - Date     Condition        Report By
 SY1273  HISTORY     - 1935     MONUMENTED       CGS
 SY1273  HISTORY     - 1973     GOOD             NGS
 SY1273  HISTORY     - 19960317 MARK NOT FOUND   USPSQD
 SY1273
 SY1273                          STATION DESCRIPTION
 SY1273
 SY1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1273'IN UNION.
 SY1273'AT UNION, 0.15 MILE WEST ALONG STATE HIGHWAY 106 FROM THE POST OFFICE,
 SY1273'AT THE NORTHWEST CORNER OF THE JUNCTION OF FIRST AND MAIN STREETS, IN
 SY1273'THE TOP OF THE WEST CONCRETE WATER TABLE OF THE WEST CONCRETE
 SY1273'FOUNDATION OF UNION CITY MASONIC LODGE BUILDING, 113 FEET NORTH OF THE
 SY1273'CENTER LINE OF THE HIGHWAY (FIRST STREET), 84 FEET WEST OF THE
 SY1273'EXTENDED CENTER LINE OF MAIN STREET, 5.6 FEET SOUTH OF THE NORTHWEST
 SY1273'CORNER OF THE BUILDING, 0.2 FOOT WEST OF THE WEST FACE OF THE
 SY1273'FOUNDATION, AND ABOUT LEVEL WITH THE GROUND.  SEC 31, T 22N, R 3W.
 SY1273
 SY1273                          STATION RECOVERY (1996)
 SY1273
 SY1273'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1271 ***********************************************************************
 SY1271  TIDAL BM    -  This is a Tidal Bench Mark.
 SY1271  DESIGNATION -  944 5478 TIDAL 3
 SY1271  PID         -  SY1271
 SY1271  STATE/COUNTY-  WA/MASON
 SY1271  USGS QUAD   -  UNION (1985)
 SY1271
 SY1271                         *CURRENT SURVEY CONTROL
 SY1271  ___________________________________________________________________
 SY1271* NAD 83(1986)-  47 21 25.     (N)    123 06 16.     (W)     SCALED    
 SY1271* NAVD 88     -         4.739  (meters)      15.55   (feet)  ADJUSTED  
 SY1271  ___________________________________________________________________
 SY1271  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 SY1271  DYNAMIC HT  -           4.740 (meters)      15.55  (feet)  COMP
 SY1271  MODELED GRAV-     980,798.4   (mgal)                       NAVD 88
 SY1271
 SY1271  VERT ORDER  -  FIRST     CLASS I
 SY1271
 SY1271.The horizontal coordinates were scaled from a topographic map and have
 SY1271.an estimated accuracy of +/- 6 seconds.
 SY1271
 SY1271.The orthometric height was determined by differential leveling
 SY1271.and adjusted by the National Geodetic Survey in June 1991..
 SY1271
 SY1271.This Tidal Bench Mark is designated as VM 9060
 SY1271.by the Center for Operational Oceanographic Products and Services.
 SY1271
 SY1271.The geoid height was determined by GEOID03.
 SY1271
 SY1271.The dynamic height is computed by dividing the NAVD 88
 SY1271.geopotential number by the normal gravity value computed on the
 SY1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1271.degrees latitude (g = 980.6199 gals.).
 SY1271
 SY1271.The modeled gravity was interpolated from observed gravity values.
 SY1271
 SY1271;                    North         East    Units  Estimated Accuracy
 SY1271;SPC WA S     -   228,180.      303,270.      MT  (+/- 180 meters Scaled)
 SY1271
 SY1271                          SUPERSEDED SURVEY CONTROL
 SY1271
 SY1271  NGVD 29 (??/??/??)    3.679  (m)           12.07   (f) ADJUSTED    1 1
 SY1271
 SY1271.Superseded values are not recommended for survey control.
 SY1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1271.See file dsdata.txt to determine how the superseded data were derived.
 SY1271
 SY1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT921448(NAD 83)
 SY1271_MARKER: DJ = TIDAL STATION DISK
 SY1271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1271_SP_SET: CONCRETE SLAB
 SY1271_STAMPING: 3 1935
 SY1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1271
 SY1271  HISTORY     - Date     Condition        Report By
 SY1271  HISTORY     - 1935     MONUMENTED       CGS
 SY1271  HISTORY     - 1973     GOOD             NGS
 SY1271  HISTORY     - 1975     GOOD             LOCENG
 SY1271  HISTORY     - 1987     GOOD             USPSQD
 SY1271  HISTORY     - 1988     POOR             USPSQD
 SY1271  HISTORY     - 1989     GOOD             USPSQD
 SY1271
 SY1271                          STATION DESCRIPTION
 SY1271
 SY1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1271'IN UNION.
 SY1271'AT UNION, AT THE JUNCTION OF FIRST AND FIR STREETS, IN THE TOP OF A
 SY1271'CONCRETE SLAB WHICH IS IN THE FRONT OF A SERVICE STATION, 42 FEET
 SY1271'NORTH OF THE CENTER LINE OF FIRST STREET (STATE HIGHWAY 106), 2.5 FEET
 SY1271'WEST OF THE SOUTHWEST CORNER OF THE BUILDING, 0.5 FOOT SOUTH OF THE
 SY1271'SOUTH FACE OF THE BUILDING, ABOUT 393 FEET WEST OF THE MASONIC HALL,
 SY1271'AND ABOUT LEVEL WITH THE HIGHWAY.  SEC 31, T 22N, R 3W.
 SY1271
 SY1271                          STATION RECOVERY (1975)
 SY1271
 SY1271'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 SY1271'RECOVERED IN GOOD CONDITION.
 SY1271
 SY1271                          STATION RECOVERY (1987)
 SY1271
 SY1271'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1271'RECOVERED IN GOOD CONDITION.
 SY1271
 SY1271                          STATION RECOVERY (1988)
 SY1271
 SY1271'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1271'MARK RECOVERED IN POOR CONDITION.
 SY1271
 SY1271                          STATION RECOVERY (1989)
 SY1271
 SY1271'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1274 ***********************************************************************
 SY1274  TIDAL BM    -  This is a Tidal Bench Mark.
 SY1274  DESIGNATION -  944 5478 TIDAL 4
 SY1274  PID         -  SY1274
 SY1274  STATE/COUNTY-  WA/MASON
 SY1274  USGS QUAD   -  UNION (1985)
 SY1274
 SY1274                         *CURRENT SURVEY CONTROL
 SY1274  ___________________________________________________________________
 SY1274* NAD 83(1986)-  47 21 24.     (N)    123 06 08.     (W)     SCALED    
 SY1274* NAVD 88     -         5.620  (meters)      18.44   (feet)  ADJUSTED  
 SY1274  ___________________________________________________________________
 SY1274  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 SY1274  DYNAMIC HT  -           5.621 (meters)      18.44  (feet)  COMP
 SY1274  MODELED GRAV-     980,797.4   (mgal)                       NAVD 88
 SY1274
 SY1274  VERT ORDER  -  FIRST     CLASS I
 SY1274
 SY1274.The horizontal coordinates were scaled from a topographic map and have
 SY1274.an estimated accuracy of +/- 6 seconds.
 SY1274
 SY1274.The orthometric height was determined by differential leveling
 SY1274.and adjusted by the National Geodetic Survey in June 1991..
 SY1274
 SY1274.This Tidal Bench Mark is designated as VM 9061
 SY1274.by the Center for Operational Oceanographic Products and Services.
 SY1274
 SY1274.The geoid height was determined by GEOID03.
 SY1274
 SY1274.The dynamic height is computed by dividing the NAVD 88
 SY1274.geopotential number by the normal gravity value computed on the
 SY1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1274.degrees latitude (g = 980.6199 gals.).
 SY1274
 SY1274.The modeled gravity was interpolated from observed gravity values.
 SY1274
 SY1274;                    North         East    Units  Estimated Accuracy
 SY1274;SPC WA S     -   228,150.      303,440.      MT  (+/- 180 meters Scaled)
 SY1274
 SY1274                          SUPERSEDED SURVEY CONTROL
 SY1274
 SY1274  NGVD 29 (??/??/??)    4.559  (m)           14.96   (f) ADJUSTED    1 1
 SY1274
 SY1274.Superseded values are not recommended for survey control.
 SY1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1274.See file dsdata.txt to determine how the superseded data were derived.
 SY1274
 SY1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT922448(NAD 83)
 SY1274_MARKER: DJ = TIDAL STATION DISK
 SY1274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1274_SP_SET: BUILDING
 SY1274_STAMPING: 4 1935
 SY1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1274
 SY1274  HISTORY     - Date     Condition        Report By
 SY1274  HISTORY     - 1935     MONUMENTED       CGS
 SY1274  HISTORY     - 1973     GOOD             NGS
 SY1274  HISTORY     - 1987     GOOD             USPSQD
 SY1274  HISTORY     - 1988     POOR             USPSQD
 SY1274  HISTORY     - 19950809 POOR             USPSQD
 SY1274
 SY1274                          STATION DESCRIPTION
 SY1274
 SY1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1274'IN UNION.
 SY1274'AT UNION, ALONG STATE HIGHWAY 106, AT FIRST AND MAIN STREETS, SET
 SY1274'VERTICALLY IN THE NORTH FACE OF A CONCRETE RETAINING WALL IN THE FRONT
 SY1274'OF A PRIVATE HOME, 580 FEET WEST OF THE POST OFFICE BUILDING, 22 FEET
 SY1274'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET EAST OF THE WEST END
 SY1274'OF THE RETAINING WALL, 81 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 SY1274'THE MASONIC HALL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. SEC 31, T
 SY1274'22N, R 3W.
 SY1274
 SY1274                          STATION RECOVERY (1987)
 SY1274
 SY1274'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1274'RECOVERED IN GOOD CONDITION.
 SY1274
 SY1274                          STATION RECOVERY (1988)
 SY1274
 SY1274'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1274'MARK RECOVERED IN POOR CONDITION.
 SY1274
 SY1274                          STATION RECOVERY (1995)
 SY1274
 SY1274'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY1274'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1275 ***********************************************************************
 SY1275  TIDAL BM    -  This is a Tidal Bench Mark.
 SY1275  DESIGNATION -  944 5478 TIDAL 5
 SY1275  PID         -  SY1275
 SY1275  STATE/COUNTY-  WA/MASON
 SY1275  USGS QUAD   -  UNION (1985)
 SY1275
 SY1275                         *CURRENT SURVEY CONTROL
 SY1275  ___________________________________________________________________
 SY1275* NAD 83(1986)-  47 21 25.     (N)    123 06 03.     (W)     SCALED    
 SY1275* NAVD 88     -         4.133  (meters)      13.56   (feet)  ADJUSTED  
 SY1275  ___________________________________________________________________
 SY1275  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SY1275  DYNAMIC HT  -           4.133 (meters)      13.56  (feet)  COMP
 SY1275  MODELED GRAV-     980,797.0   (mgal)                       NAVD 88
 SY1275
 SY1275  VERT ORDER  -  FIRST     CLASS I
 SY1275
 SY1275.The horizontal coordinates were scaled from a topographic map and have
 SY1275.an estimated accuracy of +/- 6 seconds.
 SY1275
 SY1275.The orthometric height was determined by differential leveling
 SY1275.and adjusted by the National Geodetic Survey in June 1991..
 SY1275.WARNING-Repeat measurements at this control monument indicate possible
 SY1275.vertical movement.
 SY1275
 SY1275.This Tidal Bench Mark is designated as VM 9062
 SY1275.by the Center for Operational Oceanographic Products and Services.
 SY1275
 SY1275.The geoid height was determined by GEOID03.
 SY1275
 SY1275.The dynamic height is computed by dividing the NAVD 88
 SY1275.geopotential number by the normal gravity value computed on the
 SY1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1275.degrees latitude (g = 980.6199 gals.).
 SY1275
 SY1275.The modeled gravity was interpolated from observed gravity values.
 SY1275
 SY1275;                    North         East    Units  Estimated Accuracy
 SY1275;SPC WA S     -   228,170.      303,550.      MT  (+/- 180 meters Scaled)
 SY1275
 SY1275                          SUPERSEDED SURVEY CONTROL
 SY1275
 SY1275  NGVD 29 (??/??/??)    3.072  (m)           10.08   (f) ADJUSTED    1 1
 SY1275
 SY1275.Superseded values are not recommended for survey control.
 SY1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1275.See file dsdata.txt to determine how the superseded data were derived.
 SY1275
 SY1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT923448(NAD 83)
 SY1275_MARKER: DJ = TIDAL STATION DISK
 SY1275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1275_SP_SET: CONCRETE ISLAND
 SY1275_STAMPING: 5 1952
 SY1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1275
 SY1275  HISTORY     - Date     Condition        Report By
 SY1275  HISTORY     - 1952     MONUMENTED       CGS
 SY1275  HISTORY     - 1973     GOOD             NGS
 SY1275  HISTORY     - 1987     GOOD             USPSQD
 SY1275  HISTORY     - 1988     POOR             USPSQD
 SY1275  HISTORY     - 19960317 MARK NOT FOUND   USPSQD
 SY1275
 SY1275                          STATION DESCRIPTION
 SY1275
 SY1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1275'IN UNION.
 SY1275'AT UNION, IN THE TOP OF THE CONCRETE ISLAND OF AN ABANDONED SERVICE
 SY1275'STATION WHICH IS A CROSS THE STREET FROM THE POST OFFICE, 80 FEET
 SY1275'NORTH OF THE NORTHWEST CORNER OF THE POST OFFICE, 40 FEET NORTH OF THE
 SY1275'CENTER LINE OF THE HIGHWAY, 123 FEET EAST OF THE SOUTHEAST CORNER OF
 SY1275'UNION CAFE, 66 FEET WEST OF THE CENTER OF A FIRE HYDRANT, AND ABOUT
 SY1275'LEVEL WITH THE HIGHWAY.  SEC 31, T 22N, R 3W.
 SY1275
 SY1275                          STATION RECOVERY (1987)
 SY1275
 SY1275'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1275'RECOVERED IN GOOD CONDITION.
 SY1275
 SY1275                          STATION RECOVERY (1988)
 SY1275
 SY1275'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1275'MARK RECOVERED IN POOR CONDITION.
 SY1275
 SY1275                          STATION RECOVERY (1996)
 SY1275
 SY1275'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1270 ***********************************************************************
 SY1270  DESIGNATION -  944 5478 TIDAL 6
 SY1270  PID         -  SY1270
 SY1270  STATE/COUNTY-  WA/MASON
 SY1270  USGS QUAD   -  UNION (1985)
 SY1270
 SY1270                         *CURRENT SURVEY CONTROL
 SY1270  ___________________________________________________________________
 SY1270* NAD 83(1986)-  47 20 49.     (N)    123 06 32.     (W)     SCALED    
 SY1270* NAVD 88     -         4.884  (meters)      16.02   (feet)  ADJUSTED  
 SY1270  ___________________________________________________________________
 SY1270  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SY1270  DYNAMIC HT  -           4.885 (meters)      16.03  (feet)  COMP
 SY1270  MODELED GRAV-     980,798.2   (mgal)                       NAVD 88
 SY1270
 SY1270  VERT ORDER  -  FIRST     CLASS I
 SY1270
 SY1270.The horizontal coordinates were scaled from a topographic map and have
 SY1270.an estimated accuracy of +/- 6 seconds.
 SY1270
 SY1270.The orthometric height was determined by differential leveling
 SY1270.and adjusted by the National Geodetic Survey in June 1991..
 SY1270.WARNING-Repeat measurements at this control monument indicate possible
 SY1270.vertical movement.
 SY1270
 SY1270.The geoid height was determined by GEOID03.
 SY1270
 SY1270.The dynamic height is computed by dividing the NAVD 88
 SY1270.geopotential number by the normal gravity value computed on the
 SY1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1270.degrees latitude (g = 980.6199 gals.).
 SY1270
 SY1270.The modeled gravity was interpolated from observed gravity values.
 SY1270
 SY1270;                    North         East    Units  Estimated Accuracy
 SY1270;SPC WA S     -   227,080.      302,900.      MT  (+/- 180 meters Scaled)
 SY1270
 SY1270                          SUPERSEDED SURVEY CONTROL
 SY1270
 SY1270  NGVD 29 (??/??/??)    3.825  (m)           12.55   (f) ADJUSTED    1 1
 SY1270
 SY1270.Superseded values are not recommended for survey control.
 SY1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1270.See file dsdata.txt to determine how the superseded data were derived.
 SY1270
 SY1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT917437(NAD 83)
 SY1270_MARKER: DJ = TIDAL STATION DISK
 SY1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1270_SP_SET: STEP
 SY1270_STAMPING: 6 1952
 SY1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1270
 SY1270  HISTORY     - Date     Condition        Report By
 SY1270  HISTORY     - 1952     MONUMENTED       CGS
 SY1270  HISTORY     - 1973     GOOD             NGS
 SY1270  HISTORY     - 1986     GOOD             USPSQD
 SY1270  HISTORY     - 1988     GOOD             USPSQD
 SY1270  HISTORY     - 1989     POOR             USPSQD
 SY1270
 SY1270                          STATION DESCRIPTION
 SY1270
 SY1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1270'1.0 MI S FROM UNION.
 SY1270'1.0 MILE SOUTH ALONG STATE HIGHWAY 106 FROM THE POST OFFICE AT UNION,
 SY1270'8.3 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, IN THE TOP OF
 SY1270'THE EAST END OF THE TOP CONCRETE STEP LEADING TO THE BASEMENT OF THE
 SY1270'HOUSE, 84 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 125 FEET
 SY1270'WEST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 135, 46 FEET WEST OF A
 SY1270'POWER POLE BEARING A FLOOD LIGHT, 2.0 FEET NORTH OF THE CENTER OF A
 SY1270'SIDEWALK ALONG THE SOUTH SIDE OF THE HOUSE, 1.0 FOOT WEST OF A DRAIN
 SY1270'PIPE, AND ABOUT 10 FEET LOWER THAN THE HIGHWAY.  SEC 31, T 22N, R 3W.
 SY1270
 SY1270                          STATION RECOVERY (1986)
 SY1270
 SY1270'RECOVERY NOTE BY US POWER SQUADRON 1986 (EGC)
 SY1270'RECOVERED IN GOOD CONDITION.
 SY1270
 SY1270                          STATION RECOVERY (1988)
 SY1270
 SY1270'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1270'RECOVERED IN GOOD CONDITION.
 SY1270
 SY1270                          STATION RECOVERY (1989)
 SY1270
 SY1270'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1270'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0988 ***********************************************************************
 SY0988  DESIGNATION -  944 5717 TIDAL 1
 SY0988  PID         -  SY0988
 SY0988  STATE/COUNTY-  WA/KITSAP
 SY0988  USGS QUAD   -  POULSBO (1981)
 SY0988
 SY0988                         *CURRENT SURVEY CONTROL
 SY0988  ___________________________________________________________________
 SY0988* NAD 83(1986)-  47 44 01.     (N)    122 38 43.     (W)     SCALED    
 SY0988* NAVD 88     -         5.587  (meters)      18.33   (feet)  POSTED    
 SY0988  ___________________________________________________________________
 SY0988  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY0988  DYNAMIC HT  -           5.590 (meters)      18.34  (feet)  COMP
 SY0988  MODELED GRAV-     980,791.5   (mgal)                       NAVD 88
 SY0988
 SY0988  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0988
 SY0988.The horizontal coordinates were scaled from a topographic map and have
 SY0988.an estimated accuracy of +/- 6 seconds.
 SY0988
 SY0988.The orthometric height was determined by differential leveling
 SY0988.and adjusted by the National Geodetic Survey in 1992..
 SY0988.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0988.rate of 0.0 thru 1.0 mm/km.
 SY0988
 SY0988.The geoid height was determined by GEOID03.
 SY0988
 SY0988.The dynamic height is computed by dividing the NAVD 88
 SY0988.geopotential number by the normal gravity value computed on the
 SY0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0988.degrees latitude (g = 980.6199 gals.).
 SY0988
 SY0988.The modeled gravity was interpolated from observed gravity values.
 SY0988
 SY0988;                    North         East    Units  Estimated Accuracy
 SY0988;SPC WA N     -    83,160.      364,110.      MT  (+/- 180 meters Scaled)
 SY0988
 SY0988                          SUPERSEDED SURVEY CONTROL
 SY0988
 SY0988  NGVD 29 (??/??/??)    4.517  (m)           14.82   (f) ADJUSTED    1 2
 SY0988
 SY0988.Superseded values are not recommended for survey control.
 SY0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0988.See file dsdata.txt to determine how the superseded data were derived.
 SY0988
 SY0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET265867(NAD 83)
 SY0988_MARKER: DJ = TIDAL STATION DISK
 SY0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0988_SP_SET: PILLAR
 SY0988_STAMPING: NO 1 1934
 SY0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0988
 SY0988  HISTORY     - Date     Condition        Report By
 SY0988  HISTORY     - 1934     MONUMENTED       CGS
 SY0988  HISTORY     - 1956     GOOD             CGS
 SY0988  HISTORY     - 1979     MARK NOT FOUND   DOD
 SY0988  HISTORY     - 19970212 MARK NOT FOUND   USPSQD
 SY0988  HISTORY     - 20020423 MARK NOT FOUND   USPSQD
 SY0988  HISTORY     - 20051020 MARK NOT FOUND   USPSQD
 SY0988
 SY0988                          STATION DESCRIPTION
 SY0988
 SY0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0988'IN POULSBO.
 SY0988'AT POULSBO, IN R1E T26N S23, WEST ACROSS THE STREET FROM THE OLYMPIC
 SY0988'HOTEL, AT THE SOUTHEAST CORNER OF YOUNGS SERVICE STATION AND GARAGE,
 SY0988'IN THE TOP OF A CONCRETE BLOCK FOOTING SUPPORTING A PILLAR, 23 1/2
 SY0988'FEET WEST OF THE CENTER LINE OF THE STREET, 15.3 FEET EAST OF THE
 SY0988'SOUTHEAST CORNER OF THE BUILDING, 3.2 FEET SOUTH OF THE SOUTHEAST
 SY0988'CORNER OF A CONCRETE PILLAR SUPPORTING THE ROOF, ABOUT LEVEL WITH THE
 SY0988'STREET, AND 0.2 FOOT UNDERGROUND.
 SY0988
 SY0988                          STATION RECOVERY (1979)
 SY0988
 SY0988'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 SY0988'MARK NOT FOUND.
 SY0988
 SY0988                          STATION RECOVERY (1997)
 SY0988
 SY0988'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY0988'MARK NOT FOUND.
 SY0988
 SY0988                          STATION RECOVERY (2002)
 SY0988
 SY0988'RECOVERY NOTE BY US POWER SQUADRON 2002 (JM)
 SY0988'CONFIRMED LOCATION, NOT FOUND
 SY0988
 SY0988                          STATION RECOVERY (2005)
 SY0988
 SY0988'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0989 ***********************************************************************
 SY0989  DESIGNATION -  944 5717 TIDAL 2
 SY0989  PID         -  SY0989
 SY0989  STATE/COUNTY-  WA/KITSAP
 SY0989  USGS QUAD   -  POULSBO (1981)
 SY0989
 SY0989                         *CURRENT SURVEY CONTROL
 SY0989  ___________________________________________________________________
 SY0989* NAD 83(1986)-  47 44 00.     (N)    122 38 46.     (W)     SCALED    
 SY0989* NAVD 88     -         3.171  (meters)      10.40   (feet)  POSTED    
 SY0989  ___________________________________________________________________
 SY0989  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY0989  DYNAMIC HT  -           3.170 (meters)      10.40  (feet)  COMP
 SY0989  MODELED GRAV-     980,791.5   (mgal)                       NAVD 88
 SY0989
 SY0989  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0989
 SY0989.The horizontal coordinates were scaled from a topographic map and have
 SY0989.an estimated accuracy of +/- 6 seconds.
 SY0989
 SY0989.The orthometric height was determined by differential leveling
 SY0989.and adjusted by the National Geodetic Survey in 1992..
 SY0989.No vertical observational check was made to the station.
 SY0989.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0989.was located on a no-check spur therefore a value was not computed.
 SY0989
 SY0989.The geoid height was determined by GEOID03.
 SY0989
 SY0989.The dynamic height is computed by dividing the NAVD 88
 SY0989.geopotential number by the normal gravity value computed on the
 SY0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0989.degrees latitude (g = 980.6199 gals.).
 SY0989
 SY0989.The modeled gravity was interpolated from observed gravity values.
 SY0989
 SY0989;                    North         East    Units  Estimated Accuracy
 SY0989;SPC WA N     -    83,140.      364,040.      MT  (+/- 180 meters Scaled)
 SY0989
 SY0989                          SUPERSEDED SURVEY CONTROL
 SY0989
 SY0989  NGVD 29 (??/??/??)    2.101  (m)            6.89   (f) ADJUSTED    1 2
 SY0989
 SY0989.Superseded values are not recommended for survey control.
 SY0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0989.See file dsdata.txt to determine how the superseded data were derived.
 SY0989
 SY0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET265867(NAD 83)
 SY0989_MARKER: DJ = TIDAL STATION DISK
 SY0989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0989_SP_SET: PILLAR
 SY0989_STAMPING: NO 2 1934
 SY0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0989
 SY0989  HISTORY     - Date     Condition        Report By
 SY0989  HISTORY     - 1934     MONUMENTED       CGS
 SY0989  HISTORY     - 1956     GOOD             CGS
 SY0989  HISTORY     - 19970212 MARK NOT FOUND   USPSQD
 SY0989  HISTORY     - 20020422 MARK NOT FOUND   USPSQD
 SY0989  HISTORY     - 20051020 MARK NOT FOUND   USPSQD
 SY0989
 SY0989                          STATION DESCRIPTION
 SY0989
 SY0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0989'IN POULSBO.
 SY0989'AT POULSBO, IN R1E T26N S23, AT THE WEST SIDE OF YOUNGS BLOCK
 SY0989'BUILDING, IN THE TOP OF A CONCRETE PILLAR AT THE APPROXIMATE CENTER OF
 SY0989'THE WEST WALL OF THE BUILDING, 51.6 FEET NORTH OF THE SOUTHWEST CORNER
 SY0989'OF THE BUILDING, 42.5 FEET SOUTH OF THE NORTHWEST CORNER, AND ABOUT 3
 SY0989'1/2 FEET HIGHER THAN THE BEACH.  NOTE-- IT WAS REPORTED THAT THIS MARK
 SY0989'WILL BE COVERED BY A 2-FOOT FILL AT A LATER DATE.
 SY0989
 SY0989                          STATION RECOVERY (1997)
 SY0989
 SY0989'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY0989'MARK NOT FOUND.
 SY0989
 SY0989                          STATION RECOVERY (2002)
 SY0989
 SY0989'RECOVERY NOTE BY US POWER SQUADRON 2002 (HS)
 SY0989'MARK NOT FOUND, BELIEVED TO BE UNDER BUILDING NOW ALEXANDRA'S
 SY0989'ESSENTALS FOR THE SPIRITED WOMAN.
 SY0989
 SY0989                          STATION RECOVERY (2005)
 SY0989
 SY0989'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY0989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0990 ***********************************************************************
 SY0990  DESIGNATION -  944 5717 TIDAL 3
 SY0990  PID         -  SY0990
 SY0990  STATE/COUNTY-  WA/KITSAP
 SY0990  USGS QUAD   -  POULSBO (1981)
 SY0990
 SY0990                         *CURRENT SURVEY CONTROL
 SY0990  ___________________________________________________________________
 SY0990* NAD 83(1986)-  47 43 58.     (N)    122 38 47.     (W)     SCALED    
 SY0990* NAVD 88     -         2.269  (meters)       7.44   (feet)  POSTED    
 SY0990  ___________________________________________________________________
 SY0990  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY0990  DYNAMIC HT  -           2.270 (meters)       7.45  (feet)  COMP
 SY0990  MODELED GRAV-     980,791.3   (mgal)                       NAVD 88
 SY0990
 SY0990  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0990
 SY0990.The horizontal coordinates were scaled from a topographic map and have
 SY0990.an estimated accuracy of +/- 6 seconds.
 SY0990
 SY0990.The orthometric height was determined by differential leveling
 SY0990.and adjusted by the National Geodetic Survey in 1992..
 SY0990.No vertical observational check was made to the station.
 SY0990.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0990.was located on a no-check spur therefore a value was not computed.
 SY0990
 SY0990.The geoid height was determined by GEOID03.
 SY0990
 SY0990.The dynamic height is computed by dividing the NAVD 88
 SY0990.geopotential number by the normal gravity value computed on the
 SY0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0990.degrees latitude (g = 980.6199 gals.).
 SY0990
 SY0990.The modeled gravity was interpolated from observed gravity values.
 SY0990
 SY0990;                    North         East    Units  Estimated Accuracy
 SY0990;SPC WA N     -    83,070.      364,020.      MT  (+/- 180 meters Scaled)
 SY0990
 SY0990                          SUPERSEDED SURVEY CONTROL
 SY0990
 SY0990  NGVD 29 (??/??/??)    1.200  (m)            3.94   (f) ADJUSTED    1 2
 SY0990
 SY0990.Superseded values are not recommended for survey control.
 SY0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0990.See file dsdata.txt to determine how the superseded data were derived.
 SY0990
 SY0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET265866(NAD 83)
 SY0990_MARKER: DJ = TIDAL STATION DISK
 SY0990_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0990_SP_SET: FOUNDATION
 SY0990_STAMPING: NO 3 1934
 SY0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0990
 SY0990  HISTORY     - Date     Condition        Report By
 SY0990  HISTORY     - 1934     MONUMENTED       CGS
 SY0990  HISTORY     - 1956     GOOD             CGS
 SY0990  HISTORY     - 20020422 MARK NOT FOUND   USPSQD
 SY0990  HISTORY     - 20051020 MARK NOT FOUND   USPSQD
 SY0990
 SY0990                          STATION DESCRIPTION
 SY0990
 SY0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0990'IN POULSBO.
 SY0990'AT POULSBO, ON THE BEACH, UNDER THE WOODEN FLOOR OF A CONCRETE
 SY0990'BUILDING, IN THE TOP OF AN OLD CONCRETE FOUNDATION FLUSH WITH THE
 SY0990'GROUND, 36.0 FEET NORTH OF THE NORTHWEST CORNER OF YOUNGS BLOCK
 SY0990'BUILDING, 6.3 FEET NORTH OF THE NORTHEAST CORNER OF THE THIRD CONCRETE
 SY0990'PILLAR NORTH OF THE SOUTH END OF THE BUILDING, AND 3 FEET WEST OF A
 SY0990'POINT IN LINE WITH THE WEST WALL OF YOUNGS BLOCK BUILDING. NOTE-- IT
 SY0990'WAS REPORTED THAT THIS MARK WILL BE COVERED BY A 2-FOOT FILL AT A
 SY0990'LATER DATE.
 SY0990
 SY0990                          STATION RECOVERY (2002)
 SY0990
 SY0990'RECOVERY NOTE BY US POWER SQUADRON 2002 (JM)
 SY0990'LOCATION HAS BEEN FILLED AND A SIDEWALK CONSTRUCTED.
 SY0990
 SY0990                          STATION RECOVERY (2005)
 SY0990
 SY0990'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY0990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1003 ***********************************************************************
 SY1003  DESIGNATION -  944 5753 TIDAL 1
 SY1003  PID         -  SY1003
 SY1003  STATE/COUNTY-  WA/KITSAP
 SY1003  USGS QUAD   -  SUQUAMISH (1981)
 SY1003
 SY1003                         *CURRENT SURVEY CONTROL
 SY1003  ___________________________________________________________________
 SY1003* NAD 83(1986)-  47 42 16.     (N)    122 31 32.     (W)     SCALED    
 SY1003* NAVD 88     -         2.726  (meters)       8.94   (feet)  POSTED    
 SY1003  ___________________________________________________________________
 SY1003  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 SY1003  DYNAMIC HT  -           2.730 (meters)       8.96  (feet)  COMP
 SY1003  MODELED GRAV-     980,761.4   (mgal)                       NAVD 88
 SY1003
 SY1003  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1003
 SY1003.The horizontal coordinates were scaled from a topographic map and have
 SY1003.an estimated accuracy of +/- 6 seconds.
 SY1003
 SY1003.The orthometric height was determined by differential leveling
 SY1003.and adjusted by the National Geodetic Survey in 1992..
 SY1003.No vertical observational check was made to the station.
 SY1003.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1003.was located on a no-check spur therefore a value was not computed.
 SY1003
 SY1003.The geoid height was determined by GEOID03.
 SY1003
 SY1003.The dynamic height is computed by dividing the NAVD 88
 SY1003.geopotential number by the normal gravity value computed on the
 SY1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1003.degrees latitude (g = 980.6199 gals.).
 SY1003
 SY1003.The modeled gravity was interpolated from observed gravity values.
 SY1003
 SY1003;                    North         East    Units  Estimated Accuracy
 SY1003;SPC WA N     -    79,720.      373,010.      MT  (+/- 180 meters Scaled)
 SY1003
 SY1003                          SUPERSEDED SURVEY CONTROL
 SY1003
 SY1003  NGVD 29 (??/??/??)    1.661  (m)            5.45   (f) ADJUSTED    1 2
 SY1003
 SY1003.Superseded values are not recommended for survey control.
 SY1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1003.See file dsdata.txt to determine how the superseded data were derived.
 SY1003
 SY1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET355835(NAD 83)
 SY1003_MARKER: DJ = TIDAL STATION DISK
 SY1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1003_STAMPING: NO 1 1934
 SY1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1003+STABILITY: SURFACE MOTION
 SY1003
 SY1003  HISTORY     - Date     Condition        Report By
 SY1003  HISTORY     - 1934     MONUMENTED       CGS
 SY1003  HISTORY     - 1956     GOOD             CGS
 SY1003  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1003
 SY1003                          STATION DESCRIPTION
 SY1003
 SY1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1003'IN PORT MADISON.
 SY1003'AT PORT MADISON, IN R2E T26N S34, 0.1 MILE NORTH ALONG THE BEACH FROM
 SY1003'THE PORT MADISON STORE, ON THE BEACH, IN FRONT OF A RESIDENCE, 156
 SY1003'FEET SOUTH OF THE SOUTH EDGE OF THE SOUTH ONE OF TWO WOODEN PIERS,
 SY1003'135.0 FEET NORTH OF BENCH MARK TIDAL 5, 96.0 FEET NORTH OF THE NORTH
 SY1003'EDGE OF A CONCRETE STEP, 7 FEET WEST OF THE EDGE OF A BLUFF, ABOUT 1/2
 SY1003'FOOT HIGHER THAN THE BEACH, AND SET IN THE TOP OF A CONCRETE POST
 SY1003'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  NOTE-- SLANTING DISK, ROD
 SY1003'HELD OVER THE NUMBER 1 OF THE NUMBERS 1934.
 SY1003
 SY1003                          STATION RECOVERY (1989)
 SY1003
 SY1003'RECOVERY NOTE BY US POWER SQUADRON 1989 (CCE)
 SY1003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1004 ***********************************************************************
 SY1004  DESIGNATION -  944 5753 TIDAL 3 A
 SY1004  PID         -  SY1004
 SY1004  STATE/COUNTY-  WA/KITSAP
 SY1004  USGS QUAD   -  SUQUAMISH (1981)
 SY1004
 SY1004                         *CURRENT SURVEY CONTROL
 SY1004  ___________________________________________________________________
 SY1004* NAD 83(1986)-  47 42 16.     (N)    122 31 34.     (W)     SCALED    
 SY1004* NAVD 88     -         2.616  (meters)       8.58   (feet)  POSTED    
 SY1004  ___________________________________________________________________
 SY1004  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 SY1004  DYNAMIC HT  -           2.620 (meters)       8.60  (feet)  COMP
 SY1004  MODELED GRAV-     980,761.3   (mgal)                       NAVD 88
 SY1004
 SY1004  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1004
 SY1004.The horizontal coordinates were scaled from a topographic map and have
 SY1004.an estimated accuracy of +/- 6 seconds.
 SY1004
 SY1004.The orthometric height was determined by differential leveling
 SY1004.and adjusted by the National Geodetic Survey in 1992..
 SY1004.No vertical observational check was made to the station.
 SY1004.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1004.was located on a no-check spur therefore a value was not computed.
 SY1004
 SY1004.The geoid height was determined by GEOID03.
 SY1004
 SY1004.The dynamic height is computed by dividing the NAVD 88
 SY1004.geopotential number by the normal gravity value computed on the
 SY1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1004.degrees latitude (g = 980.6199 gals.).
 SY1004
 SY1004.The modeled gravity was interpolated from observed gravity values.
 SY1004
 SY1004;                    North         East    Units  Estimated Accuracy
 SY1004;SPC WA N     -    79,720.      372,970.      MT  (+/- 180 meters Scaled)
 SY1004
 SY1004                          SUPERSEDED SURVEY CONTROL
 SY1004
 SY1004  NGVD 29 (??/??/??)    1.552  (m)            5.09   (f) ADJUSTED    1 2
 SY1004
 SY1004.Superseded values are not recommended for survey control.
 SY1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1004.See file dsdata.txt to determine how the superseded data were derived.
 SY1004
 SY1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET355835(NAD 83)
 SY1004_MARKER: Z = SEE DESCRIPTION
 SY1004_SETTING: 80 = SET IN A BOULDER
 SY1004_SP_SET: BOULDER
 SY1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1004+STABILITY: SURFACE MOTION
 SY1004
 SY1004  HISTORY     - Date     Condition        Report By
 SY1004  HISTORY     - UNK      MONUMENTED       CGS
 SY1004  HISTORY     - 1956     GOOD             CGS
 SY1004
 SY1004                          STATION DESCRIPTION
 SY1004
 SY1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1004'IN PORT MADISON.
 SY1004'AT PORT MADISON, IN R2E T26N S34, 0.1 MILE NORTH ALONG THE BEACH FROM
 SY1004'THE PORT MADISON STORE, ON THE BEACH, IN FRONT OF A RESIDENCE, IN THE
 SY1004'TOP OF A 3-BY 2-FOOT GRANITE BOULDER WHICH PROJECTS 1-FOOT ABOVE THE
 SY1004'BEACH, 102.0 FEET SOUTHH OF BENCH MARK TIDAL 5, 18 FEET WEST OF THE
 SY1004'EDGE OF A BLUFF, AND ABOUT 1 FOOT HIGHER THAN THE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1002 ***********************************************************************
 SY1002  DESIGNATION -  944 5753 TIDAL 5
 SY1002  PID         -  SY1002
 SY1002  STATE/COUNTY-  WA/KITSAP
 SY1002  USGS QUAD   -  SUQUAMISH (1981)
 SY1002
 SY1002                         *CURRENT SURVEY CONTROL
 SY1002  ___________________________________________________________________
 SY1002* NAD 83(1986)-  47 42 17.     (N)    122 31 31.     (W)     SCALED    
 SY1002* NAVD 88     -         2.515  (meters)       8.25   (feet)  POSTED    
 SY1002  ___________________________________________________________________
 SY1002  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 SY1002  DYNAMIC HT  -           2.520 (meters)       8.27  (feet)  COMP
 SY1002  MODELED GRAV-     980,761.6   (mgal)                       NAVD 88
 SY1002
 SY1002  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1002
 SY1002.The horizontal coordinates were scaled from a topographic map and have
 SY1002.an estimated accuracy of +/- 6 seconds.
 SY1002
 SY1002.The orthometric height was determined by differential leveling
 SY1002.and adjusted by the National Geodetic Survey in 1992..
 SY1002.No vertical observational check was made to the station.
 SY1002.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1002.was located on a no-check spur therefore a value was not computed.
 SY1002
 SY1002.The geoid height was determined by GEOID03.
 SY1002
 SY1002.The dynamic height is computed by dividing the NAVD 88
 SY1002.geopotential number by the normal gravity value computed on the
 SY1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1002.degrees latitude (g = 980.6199 gals.).
 SY1002
 SY1002.The modeled gravity was interpolated from observed gravity values.
 SY1002
 SY1002;                    North         East    Units  Estimated Accuracy
 SY1002;SPC WA N     -    79,750.      373,030.      MT  (+/- 180 meters Scaled)
 SY1002
 SY1002                          SUPERSEDED SURVEY CONTROL
 SY1002
 SY1002  NGVD 29 (??/??/??)    1.450  (m)            4.76   (f) ADJUSTED    1 2
 SY1002
 SY1002.Superseded values are not recommended for survey control.
 SY1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1002.See file dsdata.txt to determine how the superseded data were derived.
 SY1002
 SY1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET356835(NAD 83)
 SY1002_MARKER: Z = SEE DESCRIPTION
 SY1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1002_SP_SET: STEP
 SY1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1002
 SY1002  HISTORY     - Date     Condition        Report By
 SY1002  HISTORY     - UNK      MONUMENTED       CGS
 SY1002  HISTORY     - 1956     GOOD             CGS
 SY1002
 SY1002                          STATION DESCRIPTION
 SY1002
 SY1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1002'IN PORT MADISON.
 SY1002'AT PORT MADISON, IN R2E T26N S34, 0.1 MILE NORTH ALONG THE BEACH FROM
 SY1002'THE PORT MADISON STORE, ON THE BEACH, IN FRONT OF A RESIDENCE, IN THE
 SY1002'TOP OF A 2 1/2-BY 3-FOOT GRANITE BOULDER WHICH PROJECTS 1 1/2 FOOT
 SY1002'ABOVE THE BEACH, 102.0 FEET NORTH OF BENCH MARK TIDAL 3A, 39.0 FEET
 SY1002'SOUTH OF THE SOUTH EDGE OF THE LOWER ONE OF THREE CONCRETE STEPS
 SY1002'LEADING UP TO WOODEN STEPS, 22 FEET WEST OF THE EDGE OF A BLUFF, AND
 SY1002'ABOUT 1 1/2 FEET HIGHER THAN THE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1021 ***********************************************************************
 SY1021  DESIGNATION -  944 5913 TIDAL 2
 SY1021  PID         -  SY1021
 SY1021  STATE/COUNTY-  WA/KITSAP
 SY1021  USGS QUAD   -  BREMERTON EAST (1981)
 SY1021
 SY1021                         *CURRENT SURVEY CONTROL
 SY1021  ___________________________________________________________________
 SY1021* NAD 83(1986)-  47 35 50.     (N)    122 30 55.     (W)     SCALED    
 SY1021* NAVD 88     -         6.542  (meters)      21.46   (feet)  POSTED    
 SY1021  ___________________________________________________________________
 SY1021  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SY1021  DYNAMIC HT  -           6.540 (meters)      21.46  (feet)  COMP
 SY1021  MODELED GRAV-     980,741.0   (mgal)                       NAVD 88
 SY1021
 SY1021  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1021
 SY1021.The horizontal coordinates were scaled from a topographic map and have
 SY1021.an estimated accuracy of +/- 6 seconds.
 SY1021
 SY1021.The orthometric height was determined by differential leveling
 SY1021.and adjusted by the National Geodetic Survey in 1992..
 SY1021.No vertical observational check was made to the station.
 SY1021.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1021.was located on a no-check spur therefore a value was not computed.
 SY1021
 SY1021.The geoid height was determined by GEOID03.
 SY1021
 SY1021.The dynamic height is computed by dividing the NAVD 88
 SY1021.geopotential number by the normal gravity value computed on the
 SY1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1021.degrees latitude (g = 980.6199 gals.).
 SY1021
 SY1021.The modeled gravity was interpolated from observed gravity values.
 SY1021
 SY1021;                    North         East    Units  Estimated Accuracy
 SY1021;SPC WA N     -    67,780.      373,520.      MT  (+/- 180 meters Scaled)
 SY1021
 SY1021                          SUPERSEDED SURVEY CONTROL
 SY1021
 SY1021  NGVD 29 (??/??/??)    5.479  (m)           17.98   (f) ADJUSTED    1 2
 SY1021
 SY1021.Superseded values are not recommended for survey control.
 SY1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1021.See file dsdata.txt to determine how the superseded data were derived.
 SY1021
 SY1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET364716(NAD 83)
 SY1021_MARKER: DJ = TIDAL STATION DISK
 SY1021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1021_SP_SET: FOUNDATION
 SY1021_STAMPING: 2 1935
 SY1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1021
 SY1021  HISTORY     - Date     Condition        Report By
 SY1021  HISTORY     - 1935     MONUMENTED       CGS
 SY1021  HISTORY     - 1956     GOOD             CGS
 SY1021  HISTORY     - 19960606 MARK NOT FOUND   USPSQD
 SY1021
 SY1021                          STATION DESCRIPTION
 SY1021
 SY1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1021'IN PORT BLAKELY.
 SY1021'AT PORT BLAKELY, IN R2E T24N S2, NEAR THE PORT BLAKELY TAVERN, IN TOP
 SY1021'OF THE SOUTH SIDE OF A ROUND CONCRETE FOUNDATION FOR A FORMER MILL
 SY1021'BURNER (PART OF THE FOUNDATION IS COVERED BY A DRIVEWAY), 69 1/2 FEET
 SY1021'SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, 40.5 FEET SOUTHEAST
 SY1021'OF THE SOUTHEAST CORNER OF THE TAVERN BUILDING, 1.5 FEET NORTH OF THE
 SY1021'SOUTH EDGE OF THE FOUNDATION, AND ABOUT LEVEL WITH THE ROAD.
 SY1021
 SY1021                          STATION RECOVERY (1996)
 SY1021
 SY1021'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1020 ***********************************************************************
 SY1020  DESIGNATION -  944 5913 TIDAL 3
 SY1020  PID         -  SY1020
 SY1020  STATE/COUNTY-  WA/KITSAP
 SY1020  USGS QUAD   -  BREMERTON EAST (1981)
 SY1020
 SY1020                         *CURRENT SURVEY CONTROL
 SY1020  ___________________________________________________________________
 SY1020* NAD 83(1986)-  47 35 51.     (N)    122 30 56.     (W)     SCALED    
 SY1020* NAVD 88     -         6.279  (meters)      20.60   (feet)  POSTED    
 SY1020  ___________________________________________________________________
 SY1020  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SY1020  DYNAMIC HT  -           6.280 (meters)      20.60  (feet)  COMP
 SY1020  MODELED GRAV-     980,741.1   (mgal)                       NAVD 88
 SY1020
 SY1020  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1020
 SY1020.The horizontal coordinates were scaled from a topographic map and have
 SY1020.an estimated accuracy of +/- 6 seconds.
 SY1020
 SY1020.The orthometric height was determined by differential leveling
 SY1020.and adjusted by the National Geodetic Survey in 1992..
 SY1020.No vertical observational check was made to the station.
 SY1020.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1020.was located on a no-check spur therefore a value was not computed.
 SY1020
 SY1020.The geoid height was determined by GEOID03.
 SY1020
 SY1020.The dynamic height is computed by dividing the NAVD 88
 SY1020.geopotential number by the normal gravity value computed on the
 SY1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1020.degrees latitude (g = 980.6199 gals.).
 SY1020
 SY1020.The modeled gravity was interpolated from observed gravity values.
 SY1020
 SY1020;                    North         East    Units  Estimated Accuracy
 SY1020;SPC WA N     -    67,810.      373,500.      MT  (+/- 180 meters Scaled)
 SY1020
 SY1020                          SUPERSEDED SURVEY CONTROL
 SY1020
 SY1020  NGVD 29 (??/??/??)    5.217  (m)           17.12   (f) ADJUSTED    1 2
 SY1020
 SY1020.Superseded values are not recommended for survey control.
 SY1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1020.See file dsdata.txt to determine how the superseded data were derived.
 SY1020
 SY1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET364716(NAD 83)
 SY1020_MARKER: DJ = TIDAL STATION DISK
 SY1020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1020_SP_SET: FOUNDATION
 SY1020_STAMPING: 3 1935
 SY1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1020
 SY1020  HISTORY     - Date     Condition        Report By
 SY1020  HISTORY     - 1935     MONUMENTED       CGS
 SY1020  HISTORY     - 1956     GOOD             CGS
 SY1020  HISTORY     - 19960606 MARK NOT FOUND   USPSQD
 SY1020
 SY1020                          STATION DESCRIPTION
 SY1020
 SY1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1020'IN PORT BLAKELY.
 SY1020'AT PORT BLAKELY, IN R2E T24N S2, SET VERTICALLY IN THE SOUTH FACE OF
 SY1020'THE CONCRETE FOUNDATION OF THE PORT BLAKELY TAVERN, 1.7 FEET EAST OF
 SY1020'THE SOUTHWEST CORNER OF THE TAVERN, AND 0.8 FOOT ABOVE THE GROUND.
 SY1020
 SY1020                          STATION RECOVERY (1996)
 SY1020
 SY1020'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1025 ***********************************************************************
 SY1025  DESIGNATION -  944 5919 TIDAL 2
 SY1025  PID         -  SY1025
 SY1025  STATE/COUNTY-  WA/KITSAP
 SY1025  USGS QUAD   -  BREMERTON EAST (1981)
 SY1025
 SY1025                         *CURRENT SURVEY CONTROL
 SY1025  ___________________________________________________________________
 SY1025* NAD 83(1986)-  47 35 26.     (N)    122 32 00.     (W)     SCALED    
 SY1025* NAVD 88     -         3.169  (meters)      10.40   (feet)  POSTED    
 SY1025  ___________________________________________________________________
 SY1025  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 SY1025  DYNAMIC HT  -           3.170 (meters)      10.40  (feet)  COMP
 SY1025  MODELED GRAV-     980,754.7   (mgal)                       NAVD 88
 SY1025
 SY1025  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1025
 SY1025.The horizontal coordinates were scaled from a topographic map and have
 SY1025.an estimated accuracy of +/- 6 seconds.
 SY1025
 SY1025.The orthometric height was determined by differential leveling
 SY1025.and adjusted by the National Geodetic Survey in 1992..
 SY1025.No vertical observational check was made to the station.
 SY1025.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1025.was located on a no-check spur therefore a value was not computed.
 SY1025
 SY1025.The geoid height was determined by GEOID03.
 SY1025
 SY1025.The dynamic height is computed by dividing the NAVD 88
 SY1025.geopotential number by the normal gravity value computed on the
 SY1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1025.degrees latitude (g = 980.6199 gals.).
 SY1025
 SY1025.The modeled gravity was interpolated from observed gravity values.
 SY1025
 SY1025;                    North         East    Units  Estimated Accuracy
 SY1025;SPC WA N     -    67,070.      372,150.      MT  (+/- 180 meters Scaled)
 SY1025
 SY1025                          SUPERSEDED SURVEY CONTROL
 SY1025
 SY1025  NGVD 29 (??/??/??)    2.107  (m)            6.91   (f) ADJUSTED    1 2
 SY1025
 SY1025.Superseded values are not recommended for survey control.
 SY1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1025.See file dsdata.txt to determine how the superseded data were derived.
 SY1025
 SY1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET350708(NAD 83)
 SY1025_MARKER: DJ = TIDAL STATION DISK
 SY1025_SETTING: 80 = SET IN A BOULDER
 SY1025_SP_SET: BOULDER
 SY1025_STAMPING: 2 1944
 SY1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1025+STABILITY: SURFACE MOTION
 SY1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1025+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 SY1025
 SY1025  HISTORY     - Date     Condition        Report By
 SY1025  HISTORY     - 1944     MONUMENTED       CGS
 SY1025  HISTORY     - 1956     GOOD             CGS
 SY1025  HISTORY     - 19960825 GOOD             USPSQD
 SY1025  HISTORY     - 20040408 GOOD             INDIV
 SY1025  HISTORY     - 20040413 GOOD             INDIV
 SY1025
 SY1025                          STATION DESCRIPTION
 SY1025
 SY1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1025'1.2 MI SE FROM LYNWOOD CENTER.
 SY1025'0.6 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE PORT BLAKELY POST
 SY1025'OFFICE AT LYNWOOD CENTER, THENCE 0.6 MILE SOUTHEAST ALONG A ROAD
 SY1025'LEADING SOUTHEAST TO FORT WARD AND BEANS POINT, IN R2E T24N S10, AT
 SY1025'THE NORTH BOUNDARY FENCE OF FORT WARD, AT THE SOUTH END OF PLEASANT
 SY1025'BEACH, IN THE TOP OF A 3- BY 3-FOOT GREEN COLORED BOULDER, ABOUT 250
 SY1025'FEET NORTHWEST OF A GATE LEADING INTO FORT WARD, 219 FEET SOUTHWEST OF
 SY1025'THE CENTER LINE OF THE ROAD, 116.5 FEET SOUTH OF THE SOUTH CORNER OF A
 SY1025'CONCRETE BLOCK RESIDENCE, 90.3 FEET SOUTHEAST OF THE SOUTHEAST END OF
 SY1025'A WOODEN SEA WALL, 15 FEET WEST THE SHORE LINE BANK, AND ABOUT 2 FEET
 SY1025'HIGHER THAN THE BEACH.  NOTE-- SLANTING DISK, ROD HELD OVER THE LETTER
 SY1025'H IN THE WORD BENCH AND THE LETTER M IN THE WORD MARK.
 SY1025
 SY1025                          STATION RECOVERY (1996)
 SY1025
 SY1025'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1025'RECOVERED IN GOOD CONDITION.
 SY1025
 SY1025                          STATION RECOVERY (2004)
 SY1025
 SY1025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MNS)
 SY1025'MARK IS NOW 5 FEET WESTERLY FROM THE SOUTHWEST CORNER OF THE CONCRETE
 SY1025'BULKHEAD IN FRONT OF THE RESIDENCE AT 3031 PLEASANT BEACH ROAD.
 SY1025'BOULDER APPEARS TO BE UNDISTURBED.  DISC IS ON SOUTHERLY SIDE AND
 SY1025'SLANTS TO SOUTH.
 SY1025
 SY1025                          STATION RECOVERY (2004)
 SY1025
 SY1025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BBK)
 SY1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0915 ***********************************************************************
 SY0915  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0915  DESIGNATION -  944 5958 TIDAL 2
 SY0915  PID         -  SY0915
 SY0915  STATE/COUNTY-  WA/KITSAP
 SY0915  USGS QUAD   -  BREMERTON WEST (1981)
 SY0915
 SY0915                         *CURRENT SURVEY CONTROL
 SY0915  ___________________________________________________________________
 SY0915* NAD 83(1986)-  47 33 45.     (N)    122 37 54.     (W)     SCALED    
 SY0915* NAVD 88     -         4.447  (meters)      14.59   (feet)  POSTED    
 SY0915  ___________________________________________________________________
 SY0915  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY0915  DYNAMIC HT  -           4.450 (meters)      14.60  (feet)  COMP
 SY0915  MODELED GRAV-     980,800.9   (mgal)                       NAVD 88
 SY0915
 SY0915  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0915
 SY0915.The horizontal coordinates were scaled from a topographic map and have
 SY0915.an estimated accuracy of +/- 6 seconds.
 SY0915
 SY0915.The orthometric height was determined by differential leveling
 SY0915.and adjusted by the National Geodetic Survey in 1992..
 SY0915.No vertical observational check was made to the station.
 SY0915.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0915.was located on a no-check spur therefore a value was not computed.
 SY0915
 SY0915.This Tidal Bench Mark is designated as VM 9103
 SY0915.by the Center for Operational Oceanographic Products and Services.
 SY0915
 SY0915.The geoid height was determined by GEOID03.
 SY0915
 SY0915.The dynamic height is computed by dividing the NAVD 88
 SY0915.geopotential number by the normal gravity value computed on the
 SY0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0915.degrees latitude (g = 980.6199 gals.).
 SY0915
 SY0915.The modeled gravity was interpolated from observed gravity values.
 SY0915
 SY0915;                    North         East    Units  Estimated Accuracy
 SY0915;SPC WA N     -    64,120.      364,680.      MT  (+/- 180 meters Scaled)
 SY0915
 SY0915                          SUPERSEDED SURVEY CONTROL
 SY0915
 SY0915  NGVD 29 (??/??/??)    3.382  (m)           11.10   (f) ADJUSTED    1 2
 SY0915
 SY0915.Superseded values are not recommended for survey control.
 SY0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0915.See file dsdata.txt to determine how the superseded data were derived.
 SY0915
 SY0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET277677(NAD 83)
 SY0915_MARKER: DJ = TIDAL STATION DISK
 SY0915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0915_SP_SET: DRYDOCK
 SY0915_STAMPING: 2 1934
 SY0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0915
 SY0915  HISTORY     - Date     Condition        Report By
 SY0915  HISTORY     - 1934     MONUMENTED       CGS
 SY0915  HISTORY     - 1949     GOOD             CGS
 SY0915  HISTORY     - 20010331 GOOD             NGS
 SY0915
 SY0915                          STATION DESCRIPTION
 SY0915
 SY0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SY0915'IN BREMERTON.
 SY0915'AT BREMERTON, KITSAP COUNTY, AT THE PUGET SOUND NAVY YARD, ABOUT 250
 SY0915'FEET SOUTH OF BUILDING 418 (PAINT SHOP), ON THE WEST SIDE OF THE
 SY0915'ADMINISTRATION BUILDING, AT THE NORTH END OF DRYDOCK 2, 19.2 FEET
 SY0915'SOUTH AND 30.2 FEET EAST OF A BRASS PLATE DESIGNATING THE CENTERLINE
 SY0915'OF THE DOCK, AND IN CURB.  A STANDARD DISK, STAMPED 2 1934.
 SY0915
 SY0915                          STATION RECOVERY (2001)
 SY0915
 SY0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY0915'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0919 ***********************************************************************
 SY0919  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0919  DESIGNATION -  944 5958 TIDAL 3
 SY0919  PID         -  SY0919
 SY0919  STATE/COUNTY-  WA/KITSAP
 SY0919  USGS QUAD   -  BREMERTON WEST (1981)
 SY0919
 SY0919                         *CURRENT SURVEY CONTROL
 SY0919  ___________________________________________________________________
 SY0919* NAD 83(1986)-  47 33 48.     (N)    122 37 41.     (W)     SCALED    
 SY0919* NAVD 88     -         4.469  (meters)      14.66   (feet)  POSTED    
 SY0919  ___________________________________________________________________
 SY0919  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 SY0919  DYNAMIC HT  -           4.470 (meters)      14.67  (feet)  COMP
 SY0919  MODELED GRAV-     980,798.7   (mgal)                       NAVD 88
 SY0919
 SY0919  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0919
 SY0919.The horizontal coordinates were scaled from a topographic map and have
 SY0919.an estimated accuracy of +/- 6 seconds.
 SY0919
 SY0919.The orthometric height was determined by differential leveling
 SY0919.and adjusted by the National Geodetic Survey in 1992..
 SY0919.No vertical observational check was made to the station.
 SY0919.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0919.was located on a no-check spur therefore a value was not computed.
 SY0919
 SY0919.This Tidal Bench Mark is designated as VM 9104
 SY0919.by the Center for Operational Oceanographic Products and Services.
 SY0919
 SY0919.The geoid height was determined by GEOID03.
 SY0919
 SY0919.The dynamic height is computed by dividing the NAVD 88
 SY0919.geopotential number by the normal gravity value computed on the
 SY0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0919.degrees latitude (g = 980.6199 gals.).
 SY0919
 SY0919.The modeled gravity was interpolated from observed gravity values.
 SY0919
 SY0919;                    North         East    Units  Estimated Accuracy
 SY0919;SPC WA N     -    64,210.      364,960.      MT  (+/- 180 meters Scaled)
 SY0919
 SY0919                          SUPERSEDED SURVEY CONTROL
 SY0919
 SY0919  NGVD 29 (??/??/??)    3.404  (m)           11.17   (f) ADJUSTED    1 2
 SY0919
 SY0919.Superseded values are not recommended for survey control.
 SY0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0919.See file dsdata.txt to determine how the superseded data were derived.
 SY0919
 SY0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET279678(NAD 83)
 SY0919_MARKER: DJ = TIDAL STATION DISK
 SY0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0919_SP_SET: DOCK WALL
 SY0919_STAMPING: 3 1934
 SY0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0919
 SY0919  HISTORY     - Date     Condition        Report By
 SY0919  HISTORY     - 1934     MONUMENTED       CGS
 SY0919  HISTORY     - 1949     GOOD             CGS
 SY0919  HISTORY     - 1979     MARK NOT FOUND   DOD
 SY0919  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY0919
 SY0919                          STATION DESCRIPTION
 SY0919
 SY0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SY0919'IN BREMERTON.
 SY0919'AT BREMERTON, KITSAP COUNTY, AT THE PUGET SOUND NAVY YARD, ON FARRAGUT
 SY0919'AVENUE, BETWEEN THE ADMINISTRATION BUILDING AND THE PIPE-AND-COPPER
 SY0919'SHOP, AT THE EAST CORNER OF THE NORTH END OF DRYDOCK 1, IN THE TOP OF
 SY0919'THE DOCK WALL, 1.2 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE DOCK,
 SY0919'AND 34.5 FEET SOUTHEAST OF THE NORTH BRASS PLATE DESIGNATING THE
 SY0919'CENTERLINE OF THE DOCK.  A STANDARD DISK, STAMPED 3 1934.
 SY0919
 SY0919                          STATION RECOVERY (1979)
 SY0919
 SY0919'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 SY0919'MARK NOT FOUND.
 SY0919
 SY0919                          STATION RECOVERY (2001)
 SY0919
 SY0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY0919'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0920 ***********************************************************************
 SY0920  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0920  DESIGNATION -  944 5958 TIDAL 4
 SY0920  PID         -  SY0920
 SY0920  STATE/COUNTY-  WA/KITSAP
 SY0920  USGS QUAD   -  BREMERTON WEST (1981)
 SY0920
 SY0920                         *CURRENT SURVEY CONTROL
 SY0920  ___________________________________________________________________
 SY0920* NAD 83(1986)-  47 33 46.     (N)    122 37 35.     (W)     SCALED    
 SY0920* NAVD 88     -         4.449  (meters)      14.60   (feet)  POSTED    
 SY0920  ___________________________________________________________________
 SY0920  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 SY0920  DYNAMIC HT  -           4.450 (meters)      14.60  (feet)  COMP
 SY0920  MODELED GRAV-     980,798.6   (mgal)                       NAVD 88
 SY0920
 SY0920  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0920
 SY0920.The horizontal coordinates were scaled from a topographic map and have
 SY0920.an estimated accuracy of +/- 6 seconds.
 SY0920
 SY0920.The orthometric height was determined by differential leveling
 SY0920.and adjusted by the National Geodetic Survey in 1992..
 SY0920.No vertical observational check was made to the station.
 SY0920.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0920.was located on a no-check spur therefore a value was not computed.
 SY0920
 SY0920.This Tidal Bench Mark is designated as VM 9105
 SY0920.by the Center for Operational Oceanographic Products and Services.
 SY0920
 SY0920.The geoid height was determined by GEOID03.
 SY0920
 SY0920.The dynamic height is computed by dividing the NAVD 88
 SY0920.geopotential number by the normal gravity value computed on the
 SY0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0920.degrees latitude (g = 980.6199 gals.).
 SY0920
 SY0920.The modeled gravity was interpolated from observed gravity values.
 SY0920
 SY0920;                    North         East    Units  Estimated Accuracy
 SY0920;SPC WA N     -    64,140.      365,080.      MT  (+/- 180 meters Scaled)
 SY0920
 SY0920                          SUPERSEDED SURVEY CONTROL
 SY0920
 SY0920  NGVD 29 (??/??/??)    3.384  (m)           11.10   (f) ADJUSTED    1 2
 SY0920
 SY0920.Superseded values are not recommended for survey control.
 SY0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0920.See file dsdata.txt to determine how the superseded data were derived.
 SY0920
 SY0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET281677(NAD 83)
 SY0920_MARKER: DJ = TIDAL STATION DISK
 SY0920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0920_SP_SET: DOCK WALL
 SY0920_STAMPING: 4 1934
 SY0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0920
 SY0920  HISTORY     - Date     Condition        Report By
 SY0920  HISTORY     - 1934     MONUMENTED       CGS
 SY0920  HISTORY     - 1949     GOOD             CGS
 SY0920  HISTORY     - 20010331 GOOD             NGS
 SY0920
 SY0920                          STATION DESCRIPTION
 SY0920
 SY0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SY0920'IN BREMERTON.
 SY0920'AT BREMERTON, KITSAP COUNTY, AT THE PUGET SOUND NAVY YARD, ON FARRAGUT
 SY0920'AVENUE, SOUTH ACROSS THE STREET FROM THE COPPER SHOP (BUILDING 178),
 SY0920'AT THE NORTH END OF DRYDOCK 3, 17 FEET EAST OF THE CENTERLINE, 47.7
 SY0920'FEET WEST OF A POINT IN LINE WITH THE EAST WALL, AND IN THE TOP OF THE
 SY0920'DOCK WALL.  A STANDARD DISK, STAMPED 4 1934.
 SY0920
 SY0920                          STATION RECOVERY (2001)
 SY0920
 SY0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY0920'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0922 ***********************************************************************
 SY0922  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0922  DESIGNATION -  944 5958 TIDAL 8
 SY0922  PID         -  SY0922
 SY0922  STATE/COUNTY-  WA/KITSAP
 SY0922  USGS QUAD   -  BREMERTON EAST (1981)
 SY0922
 SY0922                         *CURRENT SURVEY CONTROL
 SY0922  ___________________________________________________________________
 SY0922* NAD 83(1986)-  47 33 46.     (N)    122 37 31.     (W)     SCALED    
 SY0922* NAVD 88     -         9.443  (meters)      30.98   (feet)  POSTED    
 SY0922  ___________________________________________________________________
 SY0922  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 SY0922  DYNAMIC HT  -           9.440 (meters)      30.97  (feet)  COMP
 SY0922  MODELED GRAV-     980,798.2   (mgal)                       NAVD 88
 SY0922
 SY0922  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0922
 SY0922.The horizontal coordinates were scaled from a topographic map and have
 SY0922.an estimated accuracy of +/- 6 seconds.
 SY0922
 SY0922.The orthometric height was determined by differential leveling
 SY0922.and adjusted by the National Geodetic Survey in 1992..
 SY0922.No vertical observational check was made to the station.
 SY0922.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0922.was located on a no-check spur therefore a value was not computed.
 SY0922
 SY0922.This Tidal Bench Mark is designated as VM 9106
 SY0922.by the Center for Operational Oceanographic Products and Services.
 SY0922
 SY0922.The geoid height was determined by GEOID03.
 SY0922
 SY0922.The dynamic height is computed by dividing the NAVD 88
 SY0922.geopotential number by the normal gravity value computed on the
 SY0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0922.degrees latitude (g = 980.6199 gals.).
 SY0922
 SY0922.The modeled gravity was interpolated from observed gravity values.
 SY0922
 SY0922;                    North         East    Units  Estimated Accuracy
 SY0922;SPC WA N     -    64,140.      365,160.      MT  (+/- 180 meters Scaled)
 SY0922
 SY0922                          SUPERSEDED SURVEY CONTROL
 SY0922
 SY0922  NGVD 29 (??/??/??)    8.377  (m)           27.48   (f) ADJUSTED    1 2
 SY0922
 SY0922.Superseded values are not recommended for survey control.
 SY0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0922.See file dsdata.txt to determine how the superseded data were derived.
 SY0922
 SY0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET281677(NAD 83)
 SY0922_MARKER: DJ = TIDAL STATION DISK
 SY0922_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY0922_SP_SET: STEP
 SY0922_STAMPING: 8 1935
 SY0922_MARK LOGO: CGS   
 SY0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0922+STABILITY: SURFACE MOTION
 SY0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0922+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1988
 SY0922
 SY0922  HISTORY     - Date     Condition        Report By
 SY0922  HISTORY     - 1935     MONUMENTED       CGS
 SY0922  HISTORY     - 1949     GOOD             CGS
 SY0922  HISTORY     - 1971     GOOD             LOCENG
 SY0922  HISTORY     - 19881122 GOOD             WADT
 SY0922  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY0922  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 SY0922
 SY0922                          STATION DESCRIPTION
 SY0922
 SY0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SY0922'IN BREMERTON.
 SY0922'AT BREMERTON, KITSAP COUNTY, AT THE INTERSECTION OF WASHINGTON AVENUE
 SY0922'AND FIRST STREET, AT THE NORTH (MAIN) ENTRANCE TO THE NAVY Y.M.C.A.,
 SY0922'AND IN THE TOP OF THE WEST CORNER OF THE SECOND STEP FROM THE BOTTOM.
 SY0922'A STANDARD DISK, STAMPED 8 1935.  NOTE-- CHANGE FROM NAVY YMCA TO
 SY0922'ARMED SERVICES YMCA.
 SY0922
 SY0922                          STATION RECOVERY (1971)
 SY0922
 SY0922'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 SY0922'RECOVERED IN GOOD CONDITION.
 SY0922
 SY0922                          STATION RECOVERY (1988)
 SY0922
 SY0922'RECOVERY NOTE BY WA DEPT OF TRANSP 1988
 SY0922'RECOVERED IN GOOD CONDITION.
 SY0922
 SY0922                          STATION RECOVERY (2001)
 SY0922
 SY0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY0922'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY0922
 SY0922                          STATION RECOVERY (2002)
 SY0922
 SY0922'RECOVERY NOTE BY US POWER SQUADRON 2002 (BU)
 SY0922'YMCA WAS DEMOLISHED FOR THE CONSTRUCTION OF NEW WASH STATE FERRY
 SY0922'TERMINAL BUILDING. MARK WOULD HAVE BEEN DESTROYED DURING CONSTRUCTION.
 SY0922' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5718 ***********************************************************************
 SY5718  TIDAL BM    -  This is a Tidal Bench Mark.
 SY5718  DESIGNATION -  944 5958 TIDAL 8 RESET
 SY5718  PID         -  SY5718
 SY5718  STATE/COUNTY-  WA/KITSAP
 SY5718  USGS QUAD   -  BREMERTON EAST (1981)
 SY5718
 SY5718                         *CURRENT SURVEY CONTROL
 SY5718  ___________________________________________________________________
 SY5718* NAD 83(1986)-  47 33 46.     (N)    122 37 31.     (W)     SCALED    
 SY5718* NAVD 88     -         9.28   (meters)      30.4    (feet)  RESET     
 SY5718  ___________________________________________________________________
 SY5718  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 SY5718
 SY5718  VERT ORDER  -  THIRD
 SY5718
 SY5718.The horizontal coordinates were scaled from a topographic map and have
 SY5718.an estimated accuracy of +/- 6 seconds.
 SY5718
 SY5718.The orthometric height was computed from unverified reset data.
 SY5718.No vertical observational check was made to the station.
 SY5718
 SY5718.This Tidal Bench Mark is designated as VM 16475
 SY5718.by the Center for Operational Oceanographic Products and Services.
 SY5718
 SY5718.The geoid height was determined by GEOID03.
 SY5718
 SY5718;                    North         East    Units  Estimated Accuracy
 SY5718;SPC WA N     -    64,140.      365,160.      MT  (+/- 180 meters Scaled)
 SY5718
 SY5718                          SUPERSEDED SURVEY CONTROL
 SY5718
 SY5718  NGVD 29 (12/17/02)    8.21   (m)           26.9    (f) RESET       3  
 SY5718
 SY5718.Superseded values are not recommended for survey control.
 SY5718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5718.See file dsdata.txt to determine how the superseded data were derived.
 SY5718
 SY5718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET281677(NAD 83)
 SY5718_MARKER: DV = VERTICAL CONTROL DISK
 SY5718_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY5718_SP_SET: SIDEWALK
 SY5718_STAMPING: TIDAL 8 RESET 1988
 SY5718_MARK LOGO: NGS   
 SY5718_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5718+STABILITY: SURFACE MOTION
 SY5718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5718+SATELLITE: SATELLITE OBSERVATIONS - 1988
 SY5718
 SY5718  HISTORY     - Date     Condition        Report By
 SY5718  HISTORY     - 1988     MONUMENTED       WADT
 SY5718  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY5718
 SY5718                          STATION DESCRIPTION
 SY5718
 SY5718'DESCRIBED BY WA DEPT OF TRANSP 1988
 SY5718'THE STATION IS LOCATED IN THE CITY OF BREMERTON NEAR THE WASHINGTON
 SY5718'STATE FERRY TERMINAL AND ON STREET RIGHT-OF-WAY.
 SY5718'TO REACH FROM THE POST OFFICE IN BREMERTON, GO SOUTH ON PACIFIC AVENUE
 SY5718'FOR 0.40 KM (0.25 MI) TO THE INTERSECTION OF 1ST STREET.  TURN LEFT
 SY5718'AND GO EAST ON 1ST STREET FOR 0.08 KM (0.05 MI) TO THE INTERSECTION
 SY5718'OF WASHINGTON STREET AND THE STATION ON THE LEFT, IN THE SIDEWALK,
 SY5718'3.96 M (12.99 FT) NORTH OF THE CURB ON THE NORTH
 SY5718'SIDE OF 1ST STREET AND 2.13 M (6.99 FT) EAST OF THE CURB ON THE EAST
 SY5718'SIDE OF WASHINGTON STREET.
 SY5718
 SY5718                          STATION RECOVERY (2001)
 SY5718
 SY5718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5718'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0923 ***********************************************************************
 SY0923  DESIGNATION -  944 5958 TIDAL 9 1947
 SY0923  PID         -  SY0923
 SY0923  STATE/COUNTY-  WA/KITSAP
 SY0923  USGS QUAD   -  BREMERTON WEST (1981)
 SY0923
 SY0923                         *CURRENT SURVEY CONTROL
 SY0923  ___________________________________________________________________
 SY0923* NAD 83(1986)-  47 34 01.     (N)    122 37 39.     (W)     SCALED    
 SY0923* NAVD 88     -        18.933  (meters)      62.12   (feet)  POSTED    
 SY0923  ___________________________________________________________________
 SY0923  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY0923  DYNAMIC HT  -          18.940 (meters)      62.14  (feet)  COMP
 SY0923  MODELED GRAV-     980,794.5   (mgal)                       NAVD 88
 SY0923
 SY0923  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0923
 SY0923.The horizontal coordinates were scaled from a topographic map and have
 SY0923.an estimated accuracy of +/- 6 seconds.
 SY0923
 SY0923.The orthometric height was determined by differential leveling
 SY0923.and adjusted by the National Geodetic Survey in 1992..
 SY0923.No vertical observational check was made to the station.
 SY0923.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0923.was located on a no-check spur therefore a value was not computed.
 SY0923
 SY0923.The geoid height was determined by GEOID03.
 SY0923
 SY0923.The dynamic height is computed by dividing the NAVD 88
 SY0923.geopotential number by the normal gravity value computed on the
 SY0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0923.degrees latitude (g = 980.6199 gals.).
 SY0923
 SY0923.The modeled gravity was interpolated from observed gravity values.
 SY0923
 SY0923;                    North         East    Units  Estimated Accuracy
 SY0923;SPC WA N     -    64,610.      365,010.      MT  (+/- 180 meters Scaled)
 SY0923
 SY0923                          SUPERSEDED SURVEY CONTROL
 SY0923
 SY0923  NGVD 29 (??/??/??)   17.868  (m)           58.62   (f) ADJUSTED    1 2
 SY0923
 SY0923.Superseded values are not recommended for survey control.
 SY0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0923.See file dsdata.txt to determine how the superseded data were derived.
 SY0923
 SY0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET280682(NAD 83)
 SY0923_MARKER: DJ = TIDAL STATION DISK
 SY0923_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0923_SP_SET: STEP
 SY0923_STAMPING: NO 9 SUB 2 RESET
 SY0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0923
 SY0923  HISTORY     - Date     Condition        Report By
 SY0923  HISTORY     - UNK      MONUMENTED       CGS
 SY0923  HISTORY     - 1947     GOOD             CGS
 SY0923  HISTORY     - 1971     GOOD             LOCENG
 SY0923  HISTORY     - 20010331 GOOD             NGS
 SY0923
 SY0923                          STATION DESCRIPTION
 SY0923
 SY0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0923'IN BREMERTON.
 SY0923'AT BREMERTON, KITSAP COUNTY, AT THE POST OFFICE, AT THE PACIFIC STREET
 SY0923'ENTRANCE, AND IN THE SOUTH END OF THE FIRST (LOWER) STEP.  A STANDARD
 SY0923'DISK, STAMPED NO 9 SUB 2 RESET.
 SY0923
 SY0923                          STATION RECOVERY (1971)
 SY0923
 SY0923'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 SY0923'RECOVERED IN GOOD CONDITION.
 SY0923
 SY0923                          STATION RECOVERY (2001)
 SY0923
 SY0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY0923'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1207 ***********************************************************************
 SY1207  DESIGNATION -  944 5993 TIDAL 2
 SY1207  PID         -  SY1207
 SY1207  STATE/COUNTY-  WA/KITSAP
 SY1207  USGS QUAD   -  BREMERTON EAST (1981)
 SY1207
 SY1207                         *CURRENT SURVEY CONTROL
 SY1207  ___________________________________________________________________
 SY1207* NAD 83(1986)-  47 31 18.     (N)    122 32 24.     (W)     SCALED    
 SY1207* NAVD 88     -        13.820  (meters)      45.34   (feet)  POSTED    
 SY1207  ___________________________________________________________________
 SY1207  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SY1207  DYNAMIC HT  -          13.820 (meters)      45.34  (feet)  COMP
 SY1207  MODELED GRAV-     980,787.2   (mgal)                       NAVD 88
 SY1207
 SY1207  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1207
 SY1207.The horizontal coordinates were scaled from a topographic map and have
 SY1207.an estimated accuracy of +/- 6 seconds.
 SY1207
 SY1207.The orthometric height was determined by differential leveling
 SY1207.and adjusted by the National Geodetic Survey in 1992..
 SY1207.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1207.rate of 0.0 thru 1.0 mm/km.
 SY1207
 SY1207.The geoid height was determined by GEOID03.
 SY1207
 SY1207.The dynamic height is computed by dividing the NAVD 88
 SY1207.geopotential number by the normal gravity value computed on the
 SY1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1207.degrees latitude (g = 980.6199 gals.).
 SY1207
 SY1207.The modeled gravity was interpolated from observed gravity values.
 SY1207
 SY1207;                    North         East    Units  Estimated Accuracy
 SY1207;SPC WA N     -    59,430.      371,480.      MT  (+/- 180 meters Scaled)
 SY1207
 SY1207                          SUPERSEDED SURVEY CONTROL
 SY1207
 SY1207  NGVD 29 (??/??/??)   12.765  (m)           41.88   (f) ADJUSTED    1 2
 SY1207
 SY1207.Superseded values are not recommended for survey control.
 SY1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1207.See file dsdata.txt to determine how the superseded data were derived.
 SY1207
 SY1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET346632(NAD 83)
 SY1207_MARKER: DJ = TIDAL STATION DISK
 SY1207_SETTING: 80 = SET IN A BOULDER
 SY1207_SP_SET: BOULDER
 SY1207_STAMPING: N0 2 1917
 SY1207_MARK LOGO: CGS   
 SY1207_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1207+STABILITY: SURFACE MOTION
 SY1207
 SY1207  HISTORY     - Date     Condition        Report By
 SY1207  HISTORY     - 1917     MONUMENTED       CGS
 SY1207  HISTORY     - 1956     GOOD             CGS
 SY1207  HISTORY     - 19950601 GOOD             WADT
 SY1207  HISTORY     - 19960810 GOOD             USPSQD
 SY1207  HISTORY     - 20051120 MARK NOT FOUND   USPSQD
 SY1207
 SY1207                          STATION DESCRIPTION
 SY1207
 SY1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1207'IN SOUTH COLBY.
 SY1207'AT SOUTH COLBY, IN R2E T24N S34, IN THE TOP OF A 5- BY 6-FOOT GRANITE
 SY1207'BOULDER (COVERED WITH IVY) WHICH PROJECTS 3 FEET ABOVE THE GROUND, 115
 SY1207'YARDS WEST OF THE POST OFFICE AND STORE, 105 1/2 FEET EAST OF THE
 SY1207'APPROXIMATE CENTER OF THE INTERSECTION OF STATE HIGHWAY 14 LEADING
 SY1207'EAST-WEST AND A GRAVELED ROAD LEADING SOUTH AND A DRIVEWAY LEADING
 SY1207'NORTH, 49 FEET WEST OF THE WEST SIDE OF THE FIRST HOUSE WEST OF THE
 SY1207'POST OFFICE 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 SY1207'10 FEET HIGHER THAN THE HIGHWAY.
 SY1207
 SY1207                          STATION RECOVERY (1995)
 SY1207
 SY1207'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SY1207'RECOVERED AS DESCRIBED.
 SY1207
 SY1207                          STATION RECOVERY (1996)
 SY1207
 SY1207'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1207'RECOVERED IN GOOD CONDITION.
 SY1207
 SY1207                          STATION RECOVERY (2005)
 SY1207
 SY1207'RECOVERY NOTE BY US POWER SQUADRON 2005
 SY1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1209 ***********************************************************************
 SY1209  DESIGNATION -  944 5993 TIDAL 3
 SY1209  PID         -  SY1209
 SY1209  STATE/COUNTY-  WA/KITSAP
 SY1209  USGS QUAD   -  BREMERTON EAST (1981)
 SY1209
 SY1209                         *CURRENT SURVEY CONTROL
 SY1209  ___________________________________________________________________
 SY1209* NAD 83(1986)-  47 31 21.     (N)    122 32 12.     (W)     SCALED    
 SY1209* NAVD 88     -         1.786  (meters)       5.86   (feet)  POSTED    
 SY1209  ___________________________________________________________________
 SY1209  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY1209  DYNAMIC HT  -           1.790 (meters)       5.87  (feet)  COMP
 SY1209  MODELED GRAV-     980,787.5   (mgal)                       NAVD 88
 SY1209
 SY1209  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1209
 SY1209.The horizontal coordinates were scaled from a topographic map and have
 SY1209.an estimated accuracy of +/- 6 seconds.
 SY1209
 SY1209.The orthometric height was determined by differential leveling
 SY1209.and adjusted by the National Geodetic Survey in 1992..
 SY1209.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1209.rate of 0.0 thru 1.0 mm/km.
 SY1209
 SY1209.The geoid height was determined by GEOID03.
 SY1209
 SY1209.The dynamic height is computed by dividing the NAVD 88
 SY1209.geopotential number by the normal gravity value computed on the
 SY1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1209.degrees latitude (g = 980.6199 gals.).
 SY1209
 SY1209.The modeled gravity was interpolated from observed gravity values.
 SY1209
 SY1209;                    North         East    Units  Estimated Accuracy
 SY1209;SPC WA N     -    59,510.      371,730.      MT  (+/- 180 meters Scaled)
 SY1209
 SY1209                          SUPERSEDED SURVEY CONTROL
 SY1209
 SY1209  NGVD 29 (??/??/??)    0.731  (m)            2.40   (f) ADJUSTED    1 2
 SY1209
 SY1209.Superseded values are not recommended for survey control.
 SY1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1209.See file dsdata.txt to determine how the superseded data were derived.
 SY1209
 SY1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET348633(NAD 83)
 SY1209_MARKER: DJ = TIDAL STATION DISK
 SY1209_SETTING: 80 = SET IN A BOULDER
 SY1209_SP_SET: BOULDER
 SY1209_STAMPING: NO 3 1934
 SY1209_MARK LOGO: CGS   
 SY1209_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1209+STABILITY: SURFACE MOTION
 SY1209
 SY1209  HISTORY     - Date     Condition        Report By
 SY1209  HISTORY     - 1934     MONUMENTED       CGS
 SY1209  HISTORY     - 1956     GOOD             CGS
 SY1209  HISTORY     - 19950601 GOOD             WADT
 SY1209  HISTORY     - 19960810 POOR             USPSQD
 SY1209  HISTORY     - 20051120 MARK NOT FOUND   USPSQD
 SY1209
 SY1209                          STATION DESCRIPTION
 SY1209
 SY1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1209'IN SOUTH COLBY.
 SY1209'AT SOUTH COLBY, IN R2E T24N S34, 0.1 MILE NORTH ALONG A PRIVATE ROAD
 SY1209'LEADING TO THE BEACH FROM THE POST OFFICE AND STORE, IN THE TOP OF A
 SY1209'3- BY 2 1/2 FOOT BOULDER WHICH PROJECTS 0.5 FOOT ABOVE THE ROCKY
 SY1209'BEACH, 86.5 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE AND STONE
 SY1209'SEA WALL, 54 FEET NORTH OF A BANK (AT HIGH WATER LINE), 20 1/2 FEET
 SY1209'EAST OF A LINE OF PILES OF AN OLD DOCK, AND ABOUT 4 FEET LOWER THAN
 SY1209'THE TOP OF THE BANK.  NOTE-- MARK IS UNDER WATER AT HIGH TIDE.
 SY1209
 SY1209                          STATION RECOVERY (1995)
 SY1209
 SY1209'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SY1209'RECOVERED AS DESCRIBED.
 SY1209
 SY1209                          STATION RECOVERY (1996)
 SY1209
 SY1209'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1209'MARK RECOVERED IN POOR CONDITION.
 SY1209
 SY1209                          STATION RECOVERY (2005)
 SY1209
 SY1209'RECOVERY NOTE BY US POWER SQUADRON 2005
 SY1209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1210 ***********************************************************************
 SY1210  DESIGNATION -  944 5993 TIDAL 4
 SY1210  PID         -  SY1210
 SY1210  STATE/COUNTY-  WA/KITSAP
 SY1210  USGS QUAD   -  BREMERTON EAST (1981)
 SY1210
 SY1210                         *CURRENT SURVEY CONTROL
 SY1210  ___________________________________________________________________
 SY1210* NAD 83(1986)-  47 31 21.     (N)    122 32 17.     (W)     SCALED    
 SY1210* NAVD 88     -         4.905  (meters)      16.09   (feet)  POSTED    
 SY1210  ___________________________________________________________________
 SY1210  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 SY1210  DYNAMIC HT  -           4.910 (meters)      16.11  (feet)  COMP
 SY1210  MODELED GRAV-     980,787.4   (mgal)                       NAVD 88
 SY1210
 SY1210  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1210
 SY1210.The horizontal coordinates were scaled from a topographic map and have
 SY1210.an estimated accuracy of +/- 6 seconds.
 SY1210
 SY1210.The orthometric height was determined by differential leveling
 SY1210.and adjusted by the National Geodetic Survey in 1992..
 SY1210.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1210.rate of 0.0 thru 1.0 mm/km.
 SY1210
 SY1210.The geoid height was determined by GEOID03.
 SY1210
 SY1210.The dynamic height is computed by dividing the NAVD 88
 SY1210.geopotential number by the normal gravity value computed on the
 SY1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1210.degrees latitude (g = 980.6199 gals.).
 SY1210
 SY1210.The modeled gravity was interpolated from observed gravity values.
 SY1210
 SY1210;                    North         East    Units  Estimated Accuracy
 SY1210;SPC WA N     -    59,520.      371,630.      MT  (+/- 180 meters Scaled)
 SY1210
 SY1210                          SUPERSEDED SURVEY CONTROL
 SY1210
 SY1210  NGVD 29 (??/??/??)    3.850  (m)           12.63   (f) ADJUSTED    1 2
 SY1210
 SY1210.Superseded values are not recommended for survey control.
 SY1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1210.See file dsdata.txt to determine how the superseded data were derived.
 SY1210
 SY1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET347633(NAD 83)
 SY1210_MARKER: DJ = TIDAL STATION DISK
 SY1210_SETTING: 80 = SET IN A BOULDER
 SY1210_SP_SET: BOULDER
 SY1210_STAMPING: NO 4 1934
 SY1210_MARK LOGO: CGS   
 SY1210_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1210+STABILITY: SURFACE MOTION
 SY1210
 SY1210  HISTORY     - Date     Condition        Report By
 SY1210  HISTORY     - 1934     MONUMENTED       CGS
 SY1210  HISTORY     - 1956     GOOD             CGS
 SY1210  HISTORY     - 19950601 GOOD             WADT
 SY1210  HISTORY     - 19960810 GOOD             USPSQD
 SY1210  HISTORY     - 20051120 GOOD             USPSQD
 SY1210
 SY1210                          STATION DESCRIPTION
 SY1210
 SY1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1210'IN SOUTH COLBY.
 SY1210'AT SOUTH COLBY, IN R2E T24N S34, 0.1 MILE NORTH ALONG A PRIVATE ROAD
 SY1210'FROM THE POST OFFICE AND STORE, THENCE 0.05 MILE EAST ALONG THE BEACH.
 SY1210'AT A SMALL GRASSY AREA USED AS A PARK, AT THE END OF A CONCRETE AND
 SY1210'ROCK SEA WALL, AT CONCRETE STEPS LEADING TO BEACH, IN THE TOP OF A 5-
 SY1210'BY 3-FOOT GRANITE BOULDER WHICH PROJECTS 3 FEET ABOVE THE GROUND,
 SY1210'250.0 FEET EAST OF BENCH MARK TIDAL 3, 21.5 FEET SOUTH OF THE NORTH
 SY1210'FACE OF THE SEA WALL, 9 FEET WEST OF THE APPROXIMATE CENTER OF A PATH,
 SY1210'AND ABOUT 3 FEET HIGHER THAN THE PATH.
 SY1210
 SY1210                          STATION RECOVERY (1995)
 SY1210
 SY1210'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SY1210'RECOVERED AS DESCRIBED.
 SY1210
 SY1210                          STATION RECOVERY (1996)
 SY1210
 SY1210'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1210'RECOVERED IN GOOD CONDITION.
 SY1210
 SY1210                          STATION RECOVERY (2005)
 SY1210
 SY1210'RECOVERY NOTE BY US POWER SQUADRON 2005
 SY1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1211 ***********************************************************************
 SY1211  DESIGNATION -  944 5993 TIDAL HARPER 8
 SY1211  PID         -  SY1211
 SY1211  STATE/COUNTY-  WA/KITSAP
 SY1211  USGS QUAD   -  BREMERTON EAST (1981)
 SY1211
 SY1211                         *CURRENT SURVEY CONTROL
 SY1211  ___________________________________________________________________
 SY1211* NAD 83(1986)-  47 31 21.     (N)    122 31 43.     (W)     SCALED    
 SY1211* NAVD 88     -         3.505  (meters)      11.50   (feet)  POSTED    
 SY1211  ___________________________________________________________________
 SY1211  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SY1211  DYNAMIC HT  -           3.510 (meters)      11.52  (feet)  COMP
 SY1211  MODELED GRAV-     980,788.5   (mgal)                       NAVD 88
 SY1211
 SY1211  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1211
 SY1211.The horizontal coordinates were scaled from a topographic map and have
 SY1211.an estimated accuracy of +/- 6 seconds.
 SY1211
 SY1211.The orthometric height was determined by differential leveling
 SY1211.and adjusted by the National Geodetic Survey in 1992..
 SY1211.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1211.rate of 0.0 thru 1.0 mm/km.
 SY1211
 SY1211.The geoid height was determined by GEOID03.
 SY1211
 SY1211.The dynamic height is computed by dividing the NAVD 88
 SY1211.geopotential number by the normal gravity value computed on the
 SY1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1211.degrees latitude (g = 980.6199 gals.).
 SY1211
 SY1211.The modeled gravity was interpolated from observed gravity values.
 SY1211
 SY1211;                    North         East    Units  Estimated Accuracy
 SY1211;SPC WA N     -    59,500.      372,340.      MT  (+/- 180 meters Scaled)
 SY1211
 SY1211                          SUPERSEDED SURVEY CONTROL
 SY1211
 SY1211  NGVD 29 (??/??/??)    2.451  (m)            8.04   (f) ADJUSTED    1 2
 SY1211
 SY1211.Superseded values are not recommended for survey control.
 SY1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1211.See file dsdata.txt to determine how the superseded data were derived.
 SY1211
 SY1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET354633(NAD 83)
 SY1211_MARKER: DB = BENCH MARK DISK
 SY1211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1211_SP_SET: SEA WALL
 SY1211_STAMPING: HARPER NO 8 1952
 SY1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1211
 SY1211  HISTORY     - Date     Condition        Report By
 SY1211  HISTORY     - 1952     MONUMENTED       CGS
 SY1211  HISTORY     - 1956     GOOD             CGS
 SY1211  HISTORY     - 19960810 GOOD             USPSQD
 SY1211  HISTORY     - 20051120 GOOD             USPSQD
 SY1211
 SY1211                          STATION DESCRIPTION
 SY1211
 SY1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1211'0.4 MI E FROM SOUTH COLBY.
 SY1211'0.4 MILE EAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AND STORE AT
 SY1211'SOUTH COLBY, IN R2E T24N S34, AT THE Y JUNCTION OF CORNELL ROAD
 SY1211'LEADING NORTHEAST, IN THE TOP OF A CONCRETE SEA WALL, 177 1/2 FEET
 SY1211'NORTHEAST OF THE APPROXIMATE CENTER OF THE JUNCTION, 7 FEET NORTHWEST
 SY1211'OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET SOUTHEAST OF A POWER LINE
 SY1211'POLE WITH A GUY WIRE (POWER LINE CROSSES ROAD), AND ABOUT LEVEL WITH
 SY1211'THE ROAD.
 SY1211
 SY1211                          STATION RECOVERY (1996)
 SY1211
 SY1211'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1211'RECOVERED IN GOOD CONDITION.
 SY1211
 SY1211                          STATION RECOVERY (2005)
 SY1211
 SY1211'RECOVERY NOTE BY US POWER SQUADRON 2005
 SY1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1212 ***********************************************************************
 SY1212  DESIGNATION -  944 5993 TIDAL HARPER 7
 SY1212  PID         -  SY1212
 SY1212  STATE/COUNTY-  WA/KITSAP
 SY1212  USGS QUAD   -  BREMERTON EAST (1981)
 SY1212
 SY1212                         *CURRENT SURVEY CONTROL
 SY1212  ___________________________________________________________________
 SY1212* NAD 83(1986)-  47 31 26.     (N)    122 31 30.     (W)     SCALED    
 SY1212* NAVD 88     -         3.547  (meters)      11.64   (feet)  POSTED    
 SY1212  ___________________________________________________________________
 SY1212  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SY1212  DYNAMIC HT  -           3.550 (meters)      11.65  (feet)  COMP
 SY1212  MODELED GRAV-     980,789.0   (mgal)                       NAVD 88
 SY1212
 SY1212  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1212
 SY1212.The horizontal coordinates were scaled from a topographic map and have
 SY1212.an estimated accuracy of +/- 6 seconds.
 SY1212
 SY1212.The orthometric height was determined by differential leveling
 SY1212.and adjusted by the National Geodetic Survey in 1992..
 SY1212.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1212.rate of 0.0 thru 1.0 mm/km.
 SY1212
 SY1212.The geoid height was determined by GEOID03.
 SY1212
 SY1212.The dynamic height is computed by dividing the NAVD 88
 SY1212.geopotential number by the normal gravity value computed on the
 SY1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1212.degrees latitude (g = 980.6199 gals.).
 SY1212
 SY1212.The modeled gravity was interpolated from observed gravity values.
 SY1212
 SY1212;                    North         East    Units  Estimated Accuracy
 SY1212;SPC WA N     -    59,650.      372,610.      MT  (+/- 180 meters Scaled)
 SY1212
 SY1212                          SUPERSEDED SURVEY CONTROL
 SY1212
 SY1212  NGVD 29 (??/??/??)    2.493  (m)            8.18   (f) ADJUSTED    1 2
 SY1212
 SY1212.Superseded values are not recommended for survey control.
 SY1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1212.See file dsdata.txt to determine how the superseded data were derived.
 SY1212
 SY1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET357634(NAD 83)
 SY1212_MARKER: DB = BENCH MARK DISK
 SY1212_SETTING: 80 = SET IN A BOULDER
 SY1212_SP_SET: BOULDER
 SY1212_STAMPING: HARPER NO 7 1952
 SY1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1212+STABILITY: SURFACE MOTION
 SY1212
 SY1212  HISTORY     - Date     Condition        Report By
 SY1212  HISTORY     - 1952     MONUMENTED       CGS
 SY1212  HISTORY     - 1956     GOOD             CGS
 SY1212  HISTORY     - 19960810 GOOD             USPSQD
 SY1212  HISTORY     - 20051120 MARK NOT FOUND   USPSQD
 SY1212
 SY1212                          STATION DESCRIPTION
 SY1212
 SY1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1212'0.35 MI W FROM HARPER.
 SY1212'0.35 MILE WEST ALONG CORNELL ROAD FROM THE POST OFFICE AND STORE AT
 SY1212'HARPER, 0.6 MILE EAST OF THE POST OFFICE AND STORE AT SOUTH COLBY, IN
 SY1212'R2E T24N S35, IN THE FRONT LAWN OF THE W.H. WORTHLY RESIDENCE, IN THE
 SY1212'TOP OF A CONCRETE SEA WALL, 69 1/2 FEET WEST OF THE CENTER OF THE ROAD
 SY1212'AND A DRIVEWAY LEADING SOUTH, 39 FEET NORTH OF AND ACROSS THE ROAD
 SY1212'FROM THE CENTER OF A GRANITE BOULDER IN THE LAWN, 18 FEET WEST OF THE
 SY1212'WEST SIDE OF A BOAT DOCK, 9 1/2 FEET NORTH OF THE CENTER LINE OF THE
 SY1212'ROAD, AND ABOUT LEVEL WITH THE ROAD.
 SY1212
 SY1212                          STATION RECOVERY (1996)
 SY1212
 SY1212'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1212'RECOVERED IN GOOD CONDITION.
 SY1212
 SY1212                          STATION RECOVERY (2005)
 SY1212
 SY1212'RECOVERY NOTE BY US POWER SQUADRON 2005
 SY1212'SEAWALL HAS BEEN NEARLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1214 ***********************************************************************
 SY1214  DESIGNATION -  944 5993 TIDAL HARPER 6
 SY1214  PID         -  SY1214
 SY1214  STATE/COUNTY-  WA/KITSAP
 SY1214  USGS QUAD   -  BREMERTON EAST (1981)
 SY1214
 SY1214                         *CURRENT SURVEY CONTROL
 SY1214  ___________________________________________________________________
 SY1214* NAD 83(1986)-  47 31 22.     (N)    122 31 17.     (W)     SCALED    
 SY1214* NAVD 88     -         3.501  (meters)      11.49   (feet)  POSTED    
 SY1214  ___________________________________________________________________
 SY1214  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 SY1214  DYNAMIC HT  -           3.500 (meters)      11.48  (feet)  COMP
 SY1214  MODELED GRAV-     980,789.8   (mgal)                       NAVD 88
 SY1214
 SY1214  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1214
 SY1214.The horizontal coordinates were scaled from a topographic map and have
 SY1214.an estimated accuracy of +/- 6 seconds.
 SY1214
 SY1214.The orthometric height was determined by differential leveling
 SY1214.and adjusted by the National Geodetic Survey in 1992..
 SY1214.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1214.rate of 0.0 thru 1.0 mm/km.
 SY1214
 SY1214.The geoid height was determined by GEOID03.
 SY1214
 SY1214.The dynamic height is computed by dividing the NAVD 88
 SY1214.geopotential number by the normal gravity value computed on the
 SY1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1214.degrees latitude (g = 980.6199 gals.).
 SY1214
 SY1214.The modeled gravity was interpolated from observed gravity values.
 SY1214
 SY1214;                    North         East    Units  Estimated Accuracy
 SY1214;SPC WA N     -    59,520.      372,880.      MT  (+/- 180 meters Scaled)
 SY1214
 SY1214                          SUPERSEDED SURVEY CONTROL
 SY1214
 SY1214  NGVD 29 (??/??/??)    2.447  (m)            8.03   (f) ADJUSTED    1 2
 SY1214
 SY1214.Superseded values are not recommended for survey control.
 SY1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1214.See file dsdata.txt to determine how the superseded data were derived.
 SY1214
 SY1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET360633(NAD 83)
 SY1214_MARKER: DB = BENCH MARK DISK
 SY1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1214_SP_SET: SEA WALL
 SY1214_STAMPING: HARPER NO 6 1952
 SY1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1214
 SY1214  HISTORY     - Date     Condition        Report By
 SY1214  HISTORY     - 1952     MONUMENTED       CGS
 SY1214  HISTORY     - 1956     GOOD             CGS
 SY1214  HISTORY     - 19960810 MARK NOT FOUND   USPSQD
 SY1214
 SY1214                          STATION DESCRIPTION
 SY1214
 SY1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1214'IN HARPER.
 SY1214'AT HARPER, IN R2E T24N S35, 0.1 MILE NORTH ALONG CORNELL ROAD FROM THE
 SY1214'POST OFFICE AND STORE, 0.1 MILE NORTH OF A FERRY DOCK, IN THE TOP OF A
 SY1214'CONCRETE SEA WALL, ABOUT 60 YARDS SOUTHEAST OF BENCH MARK HARPER 2
 SY1214'R.M. 1, 39 FEET SOUTHEAST OF A POWER LINE POLE SUPPORTING TRANSFORMER
 SY1214'BOX J43X, 24 1/2 FEET NORTH OF AND ACROSS THE ROAD FROM TELEPHONE POLE
 SY1214'D219N, 11 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 SY1214'1/2 FOOT LOWER THAN THE ROAD.
 SY1214
 SY1214                          STATION RECOVERY (1996)
 SY1214
 SY1214'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1215 ***********************************************************************
 SY1215  DESIGNATION -  944 5993 TIDAL HARPER 5
 SY1215  PID         -  SY1215
 SY1215  STATE/COUNTY-  WA/KITSAP
 SY1215  USGS QUAD   -  BREMERTON EAST (1981)
 SY1215
 SY1215                         *CURRENT SURVEY CONTROL
 SY1215  ___________________________________________________________________
 SY1215* NAD 83(1986)-  47 31 19.     (N)    122 31 12.     (W)     SCALED    
 SY1215* NAVD 88     -         3.987  (meters)      13.08   (feet)  POSTED    
 SY1215  ___________________________________________________________________
 SY1215  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 SY1215  DYNAMIC HT  -           3.990 (meters)      13.09  (feet)  COMP
 SY1215  MODELED GRAV-     980,790.3   (mgal)                       NAVD 88
 SY1215
 SY1215  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1215
 SY1215.The horizontal coordinates were scaled from a topographic map and have
 SY1215.an estimated accuracy of +/- 6 seconds.
 SY1215
 SY1215.The orthometric height was determined by differential leveling
 SY1215.and adjusted by the National Geodetic Survey in 1992..
 SY1215.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1215.rate of 0.0 thru 1.0 mm/km.
 SY1215
 SY1215.The geoid height was determined by GEOID03.
 SY1215
 SY1215.The dynamic height is computed by dividing the NAVD 88
 SY1215.geopotential number by the normal gravity value computed on the
 SY1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1215.degrees latitude (g = 980.6199 gals.).
 SY1215
 SY1215.The modeled gravity was interpolated from observed gravity values.
 SY1215
 SY1215;                    North         East    Units  Estimated Accuracy
 SY1215;SPC WA N     -    59,420.      372,980.      MT  (+/- 180 meters Scaled)
 SY1215
 SY1215                          SUPERSEDED SURVEY CONTROL
 SY1215
 SY1215  NGVD 29 (??/??/??)    2.933  (m)            9.62   (f) ADJUSTED    1 2
 SY1215
 SY1215.Superseded values are not recommended for survey control.
 SY1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1215.See file dsdata.txt to determine how the superseded data were derived.
 SY1215
 SY1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET361632(NAD 83)
 SY1215_MARKER: DB = BENCH MARK DISK
 SY1215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1215_SP_SET: DRIVEWAY
 SY1215_STAMPING: HARPER NO 5 1952
 SY1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1215
 SY1215  HISTORY     - Date     Condition        Report By
 SY1215  HISTORY     - 1952     MONUMENTED       CGS
 SY1215  HISTORY     - 1956     GOOD             CGS
 SY1215  HISTORY     - 19960810 GOOD             USPSQD
 SY1215  HISTORY     - 20051120 GOOD             USPSQD
 SY1215
 SY1215                          STATION DESCRIPTION
 SY1215
 SY1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1215'IN HARPER.
 SY1215'AT HARPER, IN R2E T24N S35, AT THE POST OFFICE AND STORE, AT THE
 SY1215'INTERSECTION OF STATE HIGHWAY 14 AND A NORTH-SOUTH PAVED ROAD, IN THE
 SY1215'TOP OF THE NORTHEAST CORNER OF THE CONCRETE DRIVEWAY FOR THE GASOLINE
 SY1215'PUMPS, 99 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY (MEASURED FROM
 SY1215'A POINT WHERE THE HIGHWAY LEADS ONTO THE FERRY DOCK, 2.0 FEET SOUTH OF
 SY1215'THE SOUTHEAST CORNER OF THE POST OFFICE AND STORE BUILDING, 1.3 FEET
 SY1215'NORTHEAST OF THE CENTER OF A 10-INCH METAL LID FOR AN UNDERGROUND GAS
 SY1215'TANK, AND ABOUT LEVEL WITH THE HIGHWAY.
 SY1215
 SY1215                          STATION RECOVERY (1996)
 SY1215
 SY1215'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1215'RECOVERED IN GOOD CONDITION.
 SY1215
 SY1215                          STATION RECOVERY (2005)
 SY1215
 SY1215'RECOVERY NOTE BY US POWER SQUADRON 2005
 SY1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0804 ***********************************************************************
 SY0804  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0804  DESIGNATION -  944 6281 TIDAL 1
 SY0804  PID         -  SY0804
 SY0804  STATE/COUNTY-  WA/MASON
 SY0804  USGS QUAD   -  BELFAIR (1994)
 SY0804
 SY0804                         *CURRENT SURVEY CONTROL
 SY0804  ___________________________________________________________________
 SY0804* NAD 83(1986)-  47 23 03.     (N)    122 49 44.     (W)     SCALED    
 SY0804* NAVD 88     -         9.060  (meters)      29.72   (feet)  POSTED    
 SY0804  ___________________________________________________________________
 SY0804  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 SY0804  DYNAMIC HT  -           9.060 (meters)      29.72  (feet)  COMP
 SY0804  MODELED GRAV-     980,796.1   (mgal)                       NAVD 88
 SY0804
 SY0804  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0804
 SY0804.The horizontal coordinates were scaled from a topographic map and have
 SY0804.an estimated accuracy of +/- 6 seconds.
 SY0804
 SY0804.The orthometric height was determined by differential leveling
 SY0804.and adjusted by the National Geodetic Survey in 1992..
 SY0804.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0804.rate of 0.0 thru 1.0 mm/km.
 SY0804
 SY0804.This Tidal Bench Mark is designated as VM 9126
 SY0804.by the Center for Operational Oceanographic Products and Services.
 SY0804
 SY0804.The geoid height was determined by GEOID03.
 SY0804
 SY0804.The dynamic height is computed by dividing the NAVD 88
 SY0804.geopotential number by the normal gravity value computed on the
 SY0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0804.degrees latitude (g = 980.6199 gals.).
 SY0804
 SY0804.The modeled gravity was interpolated from observed gravity values.
 SY0804
 SY0804;                    North         East    Units  Estimated Accuracy
 SY0804;SPC WA S     -   230,560.      324,170.      MT  (+/- 180 meters Scaled)
 SY0804
 SY0804                          SUPERSEDED SURVEY CONTROL
 SY0804
 SY0804  NGVD 29 (??/??/??)    7.998  (m)           26.24   (f) ADJUSTED    1 2
 SY0804
 SY0804.Superseded values are not recommended for survey control.
 SY0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0804.See file dsdata.txt to determine how the superseded data were derived.
 SY0804
 SY0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET129478(NAD 83)
 SY0804_MARKER: DJ = TIDAL STATION DISK
 SY0804_SETTING: 80 = SET IN A BOULDER
 SY0804_SP_SET: BOULDER
 SY0804_STAMPING: 1917 NO. 1
 SY0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0804+STABILITY: SURFACE MOTION
 SY0804
 SY0804  HISTORY     - Date     Condition        Report By
 SY0804  HISTORY     - 1917     MONUMENTED       CGS
 SY0804  HISTORY     - 1952     GOOD             CGS
 SY0804  HISTORY     - 1987     GOOD             USPSQD
 SY0804  HISTORY     - 1989     GOOD             USPSQD
 SY0804
 SY0804                          STATION DESCRIPTION
 SY0804
 SY0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SY0804'IN ALLYN.
 SY0804'MARK IS 65 FEET NORTH OF CENTERLINE OF DRUM STREET, (THE STREET THAT
 SY0804'LEADS TO THE DOCK) 31 YARDS NORTH OF CHURCH, 10 YARDS EAST OF
 SY0804'CENTERLINE OF HIGHWAY, 70 YARDS SOUTH OF POST OFFICE AND GENERAL
 SY0804'STORE, ONE YARD SOUTH OF EAST SIDE OF G. R. KIRK CO. SIGN.  MARK IS ON
 SY0804'EAST SIDE OF BOULDER 4 1/2 FEET IN DIAMETER AND 2 FEET HIGHER THAN THE
 SY0804'GROUND.  IT HAS A 30 DEGREE SLOPE AND THE ROD WAS HELD ON THE HIGHEST
 SY0804'PART OF THE MARK.  IT IS STAMPED-- 1917 NO. 1.
 SY0804
 SY0804                          STATION RECOVERY (1987)
 SY0804
 SY0804'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0804'RECOVERED IN GOOD CONDITION.
 SY0804
 SY0804                          STATION RECOVERY (1989)
 SY0804
 SY0804'RECOVERY NOTE BY US POWER SQUADRON 1989 (GW)
 SY0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0806 ***********************************************************************
 SY0806  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0806  DESIGNATION -  944 6281 TIDAL 2
 SY0806  PID         -  SY0806
 SY0806  STATE/COUNTY-  WA/MASON
 SY0806  USGS QUAD   -  BELFAIR (1994)
 SY0806
 SY0806                         *CURRENT SURVEY CONTROL
 SY0806  ___________________________________________________________________
 SY0806* NAD 83(1986)-  47 23 05.     (N)    122 49 41.     (W)     SCALED    
 SY0806* NAVD 88     -         9.097  (meters)      29.85   (feet)  POSTED    
 SY0806  ___________________________________________________________________
 SY0806  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 SY0806  DYNAMIC HT  -           9.100 (meters)      29.86  (feet)  COMP
 SY0806  MODELED GRAV-     980,796.8   (mgal)                       NAVD 88
 SY0806
 SY0806  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0806
 SY0806.The horizontal coordinates were scaled from a topographic map and have
 SY0806.an estimated accuracy of +/- 6 seconds.
 SY0806
 SY0806.The orthometric height was determined by differential leveling
 SY0806.and adjusted by the National Geodetic Survey in 1992..
 SY0806.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0806.rate of 0.0 thru 1.0 mm/km.
 SY0806
 SY0806.This Tidal Bench Mark is designated as VM 9127
 SY0806.by the Center for Operational Oceanographic Products and Services.
 SY0806
 SY0806.The geoid height was determined by GEOID03.
 SY0806
 SY0806.The dynamic height is computed by dividing the NAVD 88
 SY0806.geopotential number by the normal gravity value computed on the
 SY0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0806.degrees latitude (g = 980.6199 gals.).
 SY0806
 SY0806.The modeled gravity was interpolated from observed gravity values.
 SY0806
 SY0806;                    North         East    Units  Estimated Accuracy
 SY0806;SPC WA S     -   230,620.      324,240.      MT  (+/- 180 meters Scaled)
 SY0806
 SY0806                          SUPERSEDED SURVEY CONTROL
 SY0806
 SY0806  NGVD 29 (??/??/??)    8.035  (m)           26.36   (f) ADJUSTED    1 2
 SY0806
 SY0806.Superseded values are not recommended for survey control.
 SY0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0806.See file dsdata.txt to determine how the superseded data were derived.
 SY0806
 SY0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET129479(NAD 83)
 SY0806_MARKER: DJ = TIDAL STATION DISK
 SY0806_SETTING: 80 = SET IN A BOULDER
 SY0806_SP_SET: BOULDER
 SY0806_STAMPING: 1917 NO. 2
 SY0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0806+STABILITY: SURFACE MOTION
 SY0806
 SY0806  HISTORY     - Date     Condition        Report By
 SY0806  HISTORY     - 1917     MONUMENTED       CGS
 SY0806  HISTORY     - 1952     GOOD             CGS
 SY0806  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY0806  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 SY0806
 SY0806                          STATION DESCRIPTION
 SY0806
 SY0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SY0806'IN ALLYN.
 SY0806'MARK IS 85 YARDS NORTH OF POST OFFICE AND GENERAL STORE, AT THE
 SY0806'NORTHEAST CORNER OF THE INTERSECTION OF EBERHARD STREET AND HIGHWAY
 SY0806'14A, 30 FEET EAST OF CENTERLINE OF HIGHWAY, 23 FEET NORTH OF
 SY0806'CENTERLINE OF EBERHARD STREET, 10 FEET EAST OF HIGHWAY SIGN, IN THE
 SY0806'TOP OF A 4 X 5 FOOT BOULDER ABOUT 2 FEET ABOVE THE GROUND.  IT IS A
 SY0806'STANDARD DISK STAMPED-- 1917 NO. 2.
 SY0806
 SY0806                          STATION RECOVERY (1987)
 SY0806
 SY0806'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0806'MARK NOT FOUND.
 SY0806
 SY0806                          STATION RECOVERY (1995)
 SY0806
 SY0806'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0805 ***********************************************************************
 SY0805  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0805  DESIGNATION -  944 6281 TIDAL 3
 SY0805  PID         -  SY0805
 SY0805  STATE/COUNTY-  WA/MASON
 SY0805  USGS QUAD   -  BELFAIR (1994)
 SY0805
 SY0805                         *CURRENT SURVEY CONTROL
 SY0805  ___________________________________________________________________
 SY0805* NAD 83(1986)-  47 23 00.     (N)    122 49 36.     (W)     SCALED    
 SY0805* NAVD 88     -         4.910  (meters)      16.11   (feet)  POSTED    
 SY0805  ___________________________________________________________________
 SY0805  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 SY0805  DYNAMIC HT  -           4.910 (meters)      16.11  (feet)  COMP
 SY0805  MODELED GRAV-     980,797.0   (mgal)                       NAVD 88
 SY0805
 SY0805  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0805
 SY0805.The horizontal coordinates were scaled from a topographic map and have
 SY0805.an estimated accuracy of +/- 6 seconds.
 SY0805
 SY0805.The orthometric height was determined by differential leveling
 SY0805.and adjusted by the National Geodetic Survey in 1992..
 SY0805.No vertical observational check was made to the station.
 SY0805.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0805.was located on a no-check spur therefore a value was not computed.
 SY0805
 SY0805.This Tidal Bench Mark is designated as VM 9128
 SY0805.by the Center for Operational Oceanographic Products and Services.
 SY0805
 SY0805.The geoid height was determined by GEOID03.
 SY0805
 SY0805.The dynamic height is computed by dividing the NAVD 88
 SY0805.geopotential number by the normal gravity value computed on the
 SY0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0805.degrees latitude (g = 980.6199 gals.).
 SY0805
 SY0805.The modeled gravity was interpolated from observed gravity values.
 SY0805
 SY0805;                    North         East    Units  Estimated Accuracy
 SY0805;SPC WA S     -   230,460.      324,340.      MT  (+/- 180 meters Scaled)
 SY0805
 SY0805                          SUPERSEDED SURVEY CONTROL
 SY0805
 SY0805  NGVD 29 (??/??/??)    3.848  (m)           12.62   (f) ADJUSTED    1 2
 SY0805
 SY0805.Superseded values are not recommended for survey control.
 SY0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0805.See file dsdata.txt to determine how the superseded data were derived.
 SY0805
 SY0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET130477(NAD 83)
 SY0805_MARKER: DJ = TIDAL STATION DISK
 SY0805_SETTING: 80 = SET IN A BOULDER
 SY0805_SP_SET: BOULDER
 SY0805_STAMPING: 1917 NO. 3
 SY0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0805+STABILITY: SURFACE MOTION
 SY0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0805+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 SY0805
 SY0805  HISTORY     - Date     Condition        Report By
 SY0805  HISTORY     - 1917     MONUMENTED       CGS
 SY0805  HISTORY     - 1952     GOOD             CGS
 SY0805  HISTORY     - 1987     GOOD             USPSQD
 SY0805  HISTORY     - 19950809 GOOD             USPSQD
 SY0805  HISTORY     - 20021010 GOOD             USPSQD
 SY0805  HISTORY     - 20051027 GOOD             USPSQD
 SY0805
 SY0805                          STATION DESCRIPTION
 SY0805
 SY0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SY0805'IN ALLYN.
 SY0805'280 FEET SOUTH OF WEST END OF COUNTY DOCK, ABOUT 170 FEET NORTH OF THE
 SY0805'NORTH SIDE OF UHLMAN STREET, 24 YARDS WEST OF HIGH WATER LINE,
 SY0805'APPROXIMATELY 27 YARDS SOUTH OF RED BRICK CHIMNEY ON SOUTH SIDE OF NEW
 SY0805'HOUSE, ONE FOOT WEST OF FENCE LINE AT WEST SIDE OF GROSS STREET. IT IS
 SY0805'IN TOP OF A 2 FOOT BOULDER, ONE FOOT ABOVE GROUND SURFACE.
 SY0805
 SY0805                          STATION RECOVERY (1987)
 SY0805
 SY0805'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0805'RECOVERED IN GOOD CONDITION.
 SY0805
 SY0805                          STATION RECOVERY (1995)
 SY0805
 SY0805'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY0805'RECOVERED IN GOOD CONDITION.
 SY0805
 SY0805                          STATION RECOVERY (2002)
 SY0805
 SY0805'RECOVERY NOTE BY US POWER SQUADRON 2002 (PCL)
 SY0805'RECOVERED AS DESCRIBED
 SY0805
 SY0805                          STATION RECOVERY (2005)
 SY0805
 SY0805'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGC)
 SY0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0784 ***********************************************************************
 SY0784  DESIGNATION -  944 6489 TIDAL 2
 SY0784  PID         -  SY0784
 SY0784  STATE/COUNTY-  WA/MASON
 SY0784  USGS QUAD   -  MASON LAKE (1994)
 SY0784
 SY0784                         *CURRENT SURVEY CONTROL
 SY0784  ___________________________________________________________________
 SY0784* NAD 83(1986)-  47 16 52.     (N)    122 55 35.     (W)     SCALED    
 SY0784* NAVD 88     -         3.680  (meters)      12.07   (feet)  POSTED    
 SY0784  ___________________________________________________________________
 SY0784  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 SY0784  DYNAMIC HT  -           3.680 (meters)      12.07  (feet)  COMP
 SY0784  MODELED GRAV-     980,778.9   (mgal)                       NAVD 88
 SY0784
 SY0784  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0784
 SY0784.The horizontal coordinates were scaled from a topographic map and have
 SY0784.an estimated accuracy of +/- 6 seconds.
 SY0784
 SY0784.The orthometric height was determined by differential leveling
 SY0784.and adjusted by the National Geodetic Survey in 1992..
 SY0784.No vertical observational check was made to the station.
 SY0784.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0784.was located on a no-check spur therefore a value was not computed.
 SY0784
 SY0784.The geoid height was determined by GEOID03.
 SY0784
 SY0784.The dynamic height is computed by dividing the NAVD 88
 SY0784.geopotential number by the normal gravity value computed on the
 SY0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0784.degrees latitude (g = 980.6199 gals.).
 SY0784
 SY0784.The modeled gravity was interpolated from observed gravity values.
 SY0784
 SY0784;                    North         East    Units  Estimated Accuracy
 SY0784;SPC WA S     -   219,330.      316,460.      MT  (+/- 180 meters Scaled)
 SY0784
 SY0784                          SUPERSEDED SURVEY CONTROL
 SY0784
 SY0784  NGVD 29 (??/??/??)    2.618  (m)            8.59   (f) ADJUSTED    1 2
 SY0784
 SY0784.Superseded values are not recommended for survey control.
 SY0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0784.See file dsdata.txt to determine how the superseded data were derived.
 SY0784
 SY0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET055364(NAD 83)
 SY0784_MARKER: DB = BENCH MARK DISK
 SY0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0784_STAMPING: NO 2 1939
 SY0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0784+STABILITY: SURFACE MOTION
 SY0784
 SY0784  HISTORY     - Date     Condition        Report By
 SY0784  HISTORY     - 1939     MONUMENTED       CGS
 SY0784  HISTORY     - 1949     GOOD             CGS
 SY0784  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 SY0784
 SY0784                          STATION DESCRIPTION
 SY0784
 SY0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SY0784'10.3 MI SW FROM ALLYN.
 SY0784'9.2 MILES SOUTHWEST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY0784'ALLYN, MASON COUNTY, THENCE 1.1 MILES EAST ALONG A ROAD.  AT WALKERS
 SY0784'LANDING, ABOUT 722 FEET SOUTH AND WEST ALONG THE NORTHWEST SHORE OF
 SY0784'PICKERING PASSAGE FROM THE KRABBENHOFT HOUSE, 248 FEET EAST OF AN
 SY0784'ABANDONED LOGGING SHACK, AT THE SOUTH EDGE OF THE WOODS, AND NEAR THE
 SY0784'HIGH-WATER LINE.  A STANDARD DISK, STAMPED NO 2 1939 AND SET IN THE
 SY0784'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE MARK IS JUST
 SY0784'NORTH OF HAL GRANTS NEW LOG BULKHEAD.
 SY0784
 SY0784                          STATION RECOVERY (1995)
 SY0784
 SY0784'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY0784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0783 ***********************************************************************
 SY0783  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0783  DESIGNATION -  944 6489 TIDAL 3
 SY0783  PID         -  SY0783
 SY0783  STATE/COUNTY-  WA/MASON
 SY0783  USGS QUAD   -  MASON LAKE (1994)
 SY0783
 SY0783                         *CURRENT SURVEY CONTROL
 SY0783  ___________________________________________________________________
 SY0783* NAD 83(1986)-  47 16 56.     (N)    122 55 26.     (W)     SCALED    
 SY0783* NAVD 88     -         2.246  (meters)       7.37   (feet)  POSTED    
 SY0783  ___________________________________________________________________
 SY0783  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 SY0783  DYNAMIC HT  -           2.250 (meters)       7.38  (feet)  COMP
 SY0783  MODELED GRAV-     980,778.2   (mgal)                       NAVD 88
 SY0783
 SY0783  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0783
 SY0783.The horizontal coordinates were scaled from a topographic map and have
 SY0783.an estimated accuracy of +/- 6 seconds.
 SY0783
 SY0783.The orthometric height was determined by differential leveling
 SY0783.and adjusted by the National Geodetic Survey in 1992..
 SY0783.No vertical observational check was made to the station.
 SY0783.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0783.was located on a no-check spur therefore a value was not computed.
 SY0783
 SY0783.This Tidal Bench Mark is designated as VM 9145
 SY0783.by the Center for Operational Oceanographic Products and Services.
 SY0783
 SY0783.The geoid height was determined by GEOID03.
 SY0783
 SY0783.The dynamic height is computed by dividing the NAVD 88
 SY0783.geopotential number by the normal gravity value computed on the
 SY0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0783.degrees latitude (g = 980.6199 gals.).
 SY0783
 SY0783.The modeled gravity was interpolated from observed gravity values.
 SY0783
 SY0783;                    North         East    Units  Estimated Accuracy
 SY0783;SPC WA S     -   219,450.      316,650.      MT  (+/- 180 meters Scaled)
 SY0783
 SY0783                          SUPERSEDED SURVEY CONTROL
 SY0783
 SY0783  NGVD 29 (??/??/??)    1.184  (m)            3.88   (f) ADJUSTED    1 2
 SY0783
 SY0783.Superseded values are not recommended for survey control.
 SY0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0783.See file dsdata.txt to determine how the superseded data were derived.
 SY0783
 SY0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET057365(NAD 83)
 SY0783_MARKER: DB = BENCH MARK DISK
 SY0783_SETTING: 80 = SET IN A BOULDER
 SY0783_SP_SET: BOULDER
 SY0783_STAMPING: NO 3 1936
 SY0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0783+STABILITY: SURFACE MOTION
 SY0783
 SY0783  HISTORY     - Date     Condition        Report By
 SY0783  HISTORY     - 1936     MONUMENTED       CGS
 SY0783  HISTORY     - 1944     GOOD             CGS
 SY0783  HISTORY     - 1987     GOOD             USPSQD
 SY0783  HISTORY     - 1989     POOR             USPSQD
 SY0783
 SY0783                          STATION DESCRIPTION
 SY0783
 SY0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0783'10.3 MI SW FROM ALLYN.
 SY0783'9.2 MILES SOUTHWEST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY0783'ALLYN, MASON COUNTY, THENCE 1.1 MILES EAST ALONG A ROAD.  AT WALKERS
 SY0783'LANDING, ON THE WEST SHORE OF PICKERING PASSAGE, 214 FEET SOUTHEAST
 SY0783'ALONG THE SHORE FROM THE KRABBENHOFT HOUSE, 59 FEET EAST OF THE
 SY0783'VERTICAL BANK OF THE SHORE, AND IN THE TOP OF THE ONLY LARGE BOULDER
 SY0783'ON THE SHORE.  A STANDARD DISK, STAMPED NO 3 1936.
 SY0783
 SY0783                          STATION RECOVERY (1987)
 SY0783
 SY0783'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0783'RECOVERED IN GOOD CONDITION.
 SY0783
 SY0783                          STATION RECOVERY (1989)
 SY0783
 SY0783'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY0783'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5735 ***********************************************************************
 SY5735  DESIGNATION -  944 6628 TIDAL 2 RESET
 SY5735  PID         -  SY5735
 SY5735  STATE/COUNTY-  WA/MASON
 SY5735  USGS QUAD   -  SHELTON (1981)
 SY5735
 SY5735                         *CURRENT SURVEY CONTROL
 SY5735  ___________________________________________________________________
 SY5735* NAD 83(1986)-  47 12 50.     (N)    123 05 59.     (W)     SCALED    
 SY5735* NAVD 88     -         6.25   (meters)      20.5    (feet)  RESET     
 SY5735  ___________________________________________________________________
 SY5735  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SY5735
 SY5735  VERT ORDER  -  THIRD
 SY5735
 SY5735.The horizontal coordinates were scaled from a topographic map and have
 SY5735.an estimated accuracy of +/- 6 seconds.
 SY5735
 SY5735.The orthometric height was computed from unverified reset data.
 SY5735.No vertical observational check was made to the station.
 SY5735
 SY5735.The geoid height was determined by GEOID03.
 SY5735
 SY5735;                    North         East    Units  Estimated Accuracy
 SY5735;SPC WA S     -   212,280.      303,110.      MT  (+/- 180 meters Scaled)
 SY5735
 SY5735                          SUPERSEDED SURVEY CONTROL
 SY5735
 SY5735  NGVD 29 (12/17/02)    5.20   (m)           17.1    (f) RESET       3  
 SY5735
 SY5735.Superseded values are not recommended for survey control.
 SY5735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5735.See file dsdata.txt to determine how the superseded data were derived.
 SY5735
 SY5735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT924289(NAD 83)
 SY5735_MARKER: DB = BENCH MARK DISK
 SY5735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5735_SP_SET: CONCRETE POST
 SY5735_STAMPING: TIDAL 2 1917 RESET 1987
 SY5735_MARK LOGO: NGS   
 SY5735_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5735+STABILITY: SURFACE MOTION
 SY5735
 SY5735  HISTORY     - Date     Condition        Report By
 SY5735  HISTORY     - 1987     MONUMENTED       NGS
 SY5735  HISTORY     - 20050827 MARK NOT FOUND   USPSQD
 SY5735
 SY5735                          STATION DESCRIPTION
 SY5735
 SY5735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SY5735'2.41 KM (1.50 MI) WEST ALONG RAILROAD AVE FROM THE POST OFFICE IN
 SY5735'SHELTON, THENCE 5.31 KM (3.30 MI) SOUTH ALONG US HIGHWAY 101 TO THE
 SY5735'POINT WHERE IT BECOMES A 4-LANE HIGHWAY, THENCE 4.02 KM (2.50 MI)
 SY5735'SOUTH ALONG US HIGHWAY 101 TO A SIDE ROAD LEFT, THENCE LEFT, EAST, AND
 SY5735'SOUTHEAST ON THE OLD OLYMPUS HIGHWAY FOR 2.57 KM (1.60 MI) TO A SIDE
 SY5735'ROAD RIGHT, TURN RIGHT, EAST FOR 1.77 KM (1.10 MI) TO A SIDE ROAD
 SY5735'RIGHT, THENCE RIGHT ON THE DRIVEWAY LEADING TO THE OLYMPIA OYSTER
 SY5735'COMPANY FOR 48 KM (29.80 MI) TO THE OFFICE OF THE OYSTER COMPANY,
 SY5735'13.7 M (44.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE
 SY5735'BUILDING, 7.9 M (25.9 FT) EAST OF THE EDGE OF THE BLUFF, 9.0 M
 SY5735'(29.5 FT) NORTH OF THE NORTHWEST CORNER OF THE OFFICE, 3.1 M
 SY5735'(10.2 FT) NORTHWEST OF A THREE-FORKED TREE.
 SY5735
 SY5735                          STATION RECOVERY (2005)
 SY5735
 SY5735'RECOVERY NOTE BY US POWER SQUADRON 2005 (EC)
 SY5735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1360 ***********************************************************************
 SY1360  DESIGNATION -  944 6628 TIDAL 4
 SY1360  PID         -  SY1360
 SY1360  STATE/COUNTY-  WA/MASON
 SY1360  USGS QUAD   -  SHELTON (1981)
 SY1360
 SY1360                         *CURRENT SURVEY CONTROL
 SY1360  ___________________________________________________________________
 SY1360* NAD 83(1986)-  47 12 51.     (N)    123 05 14.     (W)     SCALED    
 SY1360* NAVD 88     -         7.433  (meters)      24.39   (feet)  ADJUSTED  
 SY1360  ___________________________________________________________________
 SY1360  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 SY1360  DYNAMIC HT  -           7.434 (meters)      24.39  (feet)  COMP
 SY1360  MODELED GRAV-     980,809.6   (mgal)                       NAVD 88
 SY1360
 SY1360  VERT ORDER  -  FIRST     CLASS I
 SY1360
 SY1360.The horizontal coordinates were scaled from a topographic map and have
 SY1360.an estimated accuracy of +/- 6 seconds.
 SY1360
 SY1360.The orthometric height was determined by differential leveling
 SY1360.and adjusted by the National Geodetic Survey in June 1991..
 SY1360
 SY1360.The geoid height was determined by GEOID03.
 SY1360
 SY1360.The dynamic height is computed by dividing the NAVD 88
 SY1360.geopotential number by the normal gravity value computed on the
 SY1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1360.degrees latitude (g = 980.6199 gals.).
 SY1360
 SY1360.The modeled gravity was interpolated from observed gravity values.
 SY1360
 SY1360;                    North         East    Units  Estimated Accuracy
 SY1360;SPC WA S     -   212,280.      304,050.      MT  (+/- 180 meters Scaled)
 SY1360
 SY1360                          SUPERSEDED SURVEY CONTROL
 SY1360
 SY1360  NGVD 29 (??/??/92)    6.373  (m)           20.91   (f) ADJ UNCH    1 1
 SY1360
 SY1360.Superseded values are not recommended for survey control.
 SY1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1360.See file dsdata.txt to determine how the superseded data were derived.
 SY1360
 SY1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT933289(NAD 83)
 SY1360_MARKER: DJ = TIDAL STATION DISK
 SY1360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1360_SP_SET: RETAINING WALL
 SY1360_STAMPING: 4 1934
 SY1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1360+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 SY1360
 SY1360  HISTORY     - Date     Condition        Report By
 SY1360  HISTORY     - 1934     MONUMENTED       CGS
 SY1360  HISTORY     - 1973     GOOD             NGS
 SY1360  HISTORY     - 1988     GOOD             USPSQD
 SY1360  HISTORY     - 1988     GOOD             USPSQD
 SY1360  HISTORY     - 1989     GOOD             USPSQD
 SY1360  HISTORY     - 20021010 GOOD             USPSQD
 SY1360  HISTORY     - 20050827 GOOD             USPSQD
 SY1360
 SY1360                          STATION DESCRIPTION
 SY1360
 SY1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1360'IN SHELTON.
 SY1360'AT SHELTON, 0.6 MILE EAST ALONG STATE HIGHWAY 3 (PINE STREET) FROM THE
 SY1360'JUNCTION OF FIRST STREET, 0.1 MILE EAST OF THE BURLINGTON-NORTHERN
 SY1360'RAILROAD OVERPASS, AT THE STANDARD OIL OF CALIFORNIA COMPANY STORAGE
 SY1360'TANKS, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST RETAINING WALL
 SY1360'WITH A CYCLONE FENCE ON THE TOP WHICH IS AROUND 7 STORAGE TANKS, 18
 SY1360'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6.3 FEET SOUTHWEST
 SY1360'OF THE EAST CORNER OF THE RETAINING WALL, 6.0 FEET SOUTHWEST OF THE
 SY1360'SOUTHEAST END OF A SMALL GATE, 4 FEET NORTHEAST OF THE CENTER OF STEEL
 SY1360'STEPS LEADING TO THE TANKS, ABOUT 2 FEET HIGHER THAN THE HIGHWAY AND
 SY1360'2.0 FEET ABOVE THE GROUND.  1/4, SEC 20, T 20N, R3W.
 SY1360
 SY1360                          STATION RECOVERY (1988)
 SY1360
 SY1360'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCK)
 SY1360'RECOVERED IN GOOD CONDITION.
 SY1360
 SY1360                          STATION RECOVERY (1988)
 SY1360
 SY1360'RECOVERY NOTE BY US POWER SQUADRON 1988 (JWE)
 SY1360'RECOVERED IN GOOD CONDITION.
 SY1360
 SY1360                          STATION RECOVERY (1989)
 SY1360
 SY1360'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1360'RECOVERED IN GOOD CONDITION.
 SY1360
 SY1360                          STATION RECOVERY (2002)
 SY1360
 SY1360'RECOVERY NOTE BY US POWER SQUADRON 2002 (PCL)
 SY1360'RECOVERED AS DESCRIBED
 SY1360
 SY1360                          STATION RECOVERY (2005)
 SY1360
 SY1360'RECOVERY NOTE BY US POWER SQUADRON 2005 (EC)
 SY1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1358 ***********************************************************************
 SY1358  DESIGNATION -  944 6628 TIDAL 6
 SY1358  PID         -  SY1358
 SY1358  STATE/COUNTY-  WA/MASON
 SY1358  USGS QUAD   -  SHELTON (1981)
 SY1358
 SY1358                         *CURRENT SURVEY CONTROL
 SY1358  ___________________________________________________________________
 SY1358* NAD 83(1986)-  47 12 56.     (N)    123 05 59.     (W)     SCALED    
 SY1358* NAVD 88     -         6.628  (meters)      21.75   (feet)  ADJUSTED  
 SY1358  ___________________________________________________________________
 SY1358  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SY1358  DYNAMIC HT  -           6.630 (meters)      21.75  (feet)  COMP
 SY1358  MODELED GRAV-     980,812.5   (mgal)                       NAVD 88
 SY1358
 SY1358  VERT ORDER  -  FIRST     CLASS I
 SY1358
 SY1358.The horizontal coordinates were scaled from a topographic map and have
 SY1358.an estimated accuracy of +/- 6 seconds.
 SY1358
 SY1358.The orthometric height was determined by differential leveling
 SY1358.and adjusted by the National Geodetic Survey in June 1991..
 SY1358
 SY1358.The geoid height was determined by GEOID03.
 SY1358
 SY1358.The dynamic height is computed by dividing the NAVD 88
 SY1358.geopotential number by the normal gravity value computed on the
 SY1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1358.degrees latitude (g = 980.6199 gals.).
 SY1358
 SY1358.The modeled gravity was interpolated from observed gravity values.
 SY1358
 SY1358;                    North         East    Units  Estimated Accuracy
 SY1358;SPC WA S     -   212,460.      303,110.      MT  (+/- 180 meters Scaled)
 SY1358
 SY1358                          SUPERSEDED SURVEY CONTROL
 SY1358
 SY1358  NGVD 29 (??/??/92)    5.584  (m)           18.32   (f) ADJ UNCH    1 1
 SY1358
 SY1358.Superseded values are not recommended for survey control.
 SY1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1358.See file dsdata.txt to determine how the superseded data were derived.
 SY1358
 SY1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT924291(NAD 83)
 SY1358_MARKER: DB = BENCH MARK DISK
 SY1358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1358_SP_SET: FOUNDATION
 SY1358_STAMPING: 6 1934
 SY1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1358
 SY1358  HISTORY     - Date     Condition        Report By
 SY1358  HISTORY     - 1934     MONUMENTED       CGS
 SY1358  HISTORY     - 1973     GOOD             NGS
 SY1358  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1358  HISTORY     - 19960317 MARK NOT FOUND   USPSQD
 SY1358  HISTORY     - 20050827 MARK NOT FOUND   USPSQD
 SY1358
 SY1358                          STATION DESCRIPTION
 SY1358
 SY1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1358'IN SHELTON.
 SY1358'AT SHELTON, AT THE SOUTHEAST CORNER OF FIRST AND PINE STREETS, SET
 SY1358'VERTICAL IN THE NORTH FACE OF THE CONCRETE FOUNDATION OF LUMBERS MENS
 SY1358'GARDEN CENTER BUILDING, 42.0 FEET EAST OF THE EAST CURB OF FIRST
 SY1358'STREET, 29 1/2 FEET SOUTH OF THE CENTER LINE OF PINE STREET, 9.5 FEET
 SY1358'EAST OF THE NORTHWEST CORNER OF THE BUILDING AND THE EAST END OF A
 SY1358'CYCLONE FENCE, AND ABOUT 1 FOOT HIGHER THAN THE STREETS.  1/4, SEC 19,
 SY1358'T20N, R 3W.
 SY1358
 SY1358                          STATION RECOVERY (1988)
 SY1358
 SY1358'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCK)
 SY1358'MARK NOT FOUND.
 SY1358
 SY1358                          STATION RECOVERY (1996)
 SY1358
 SY1358'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1358'MARK NOT FOUND.
 SY1358
 SY1358                          STATION RECOVERY (2005)
 SY1358
 SY1358'RECOVERY NOTE BY US POWER SQUADRON 2005 (EC)
 SY1358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0755 ***********************************************************************
 SY0755  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0755  DESIGNATION -  944 6714 TIDAL 2
 SY0755  PID         -  SY0755
 SY0755  STATE/COUNTY-  WA/PIERCE
 SY0755  USGS QUAD   -  STEILACOOM (1994)
 SY0755
 SY0755                         *CURRENT SURVEY CONTROL
 SY0755  ___________________________________________________________________
 SY0755* NAD 83(1986)-  47 10 25.     (N)    122 35 53.     (W)     SCALED    
 SY0755* NAVD 88     -        20.886  (meters)      68.52   (feet)  ADJUSTED  
 SY0755  ___________________________________________________________________
 SY0755  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 SY0755  DYNAMIC HT  -          20.889 (meters)      68.53  (feet)  COMP
 SY0755  MODELED GRAV-     980,753.8   (mgal)                       NAVD 88
 SY0755
 SY0755  VERT ORDER  -  FIRST     CLASS I
 SY0755
 SY0755.The horizontal coordinates were scaled from a topographic map and have
 SY0755.an estimated accuracy of +/- 6 seconds.
 SY0755
 SY0755.The orthometric height was determined by differential leveling
 SY0755.and adjusted by the National Geodetic Survey in June 1991..
 SY0755.WARNING-Repeat measurements at this control monument indicate possible
 SY0755.vertical movement.
 SY0755
 SY0755.This Tidal Bench Mark is designated as VM 9177
 SY0755.by the Center for Operational Oceanographic Products and Services.
 SY0755
 SY0755.The geoid height was determined by GEOID03.
 SY0755
 SY0755.The dynamic height is computed by dividing the NAVD 88
 SY0755.geopotential number by the normal gravity value computed on the
 SY0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0755.degrees latitude (g = 980.6199 gals.).
 SY0755
 SY0755.The modeled gravity was interpolated from observed gravity values.
 SY0755
 SY0755;                    North         East    Units  Estimated Accuracy
 SY0755;SPC WA S     -   206,670.      340,970.      MT  (+/- 180 meters Scaled)
 SY0755
 SY0755                          SUPERSEDED SURVEY CONTROL
 SY0755
 SY0755  NGVD 29 (??/??/??)   19.843  (m)           65.10   (f) ADJUSTED    1 1
 SY0755
 SY0755.Superseded values are not recommended for survey control.
 SY0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0755.See file dsdata.txt to determine how the superseded data were derived.
 SY0755
 SY0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET304245(NAD 83)
 SY0755_MARKER: DB = BENCH MARK DISK
 SY0755_SETTING: 80 = SET IN A BOULDER
 SY0755_SP_SET: BOULDER
 SY0755_STAMPING: 1917 NO 2
 SY0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0755+STABILITY: SURFACE MOTION
 SY0755
 SY0755  HISTORY     - Date     Condition        Report By
 SY0755  HISTORY     - 1917     MONUMENTED       CGS
 SY0755  HISTORY     - 1973     GOOD             NGS
 SY0755  HISTORY     - 1988     GOOD             USPSQD
 SY0755  HISTORY     - 20060412 GOOD             GEOCAC
 SY0755
 SY0755                          STATION DESCRIPTION
 SY0755
 SY0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0755'IN STEILACOOM.
 SY0755'AT STEILACOOM, AT THE WEST CORNER OF THE INTERSECTION OF WILKES AND
 SY0755'COMMERCIAL STREETS, IN THE TOP OF A LARGE BOULDER WHICH IS BURIED IN
 SY0755'THE CENTER OF A LARGE BERRY PATCH, 50 FEET SOUTHWEST OF THE CENTER
 SY0755'LINE OF COMMERCIAL STREET, 57 FEET SOUTHWEST OF THE EXTENDED CENTER
 SY0755'LINE OF WILKES STREET, 75.8 FEET NORTHWEST OF THE CENTER OF A FIRE
 SY0755'HYDRANT, 135.7 FEET NORTHWEST OF THE NORTH CORNER OF A BUILDING AT
 SY0755'1614 COMMERCIAL STREET, 34.2 FEET WEST OF A POWER POLE WITH TWO GUY
 SY0755'WIRES, 4.0 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 SY0755'STREETS, AND 1/2 FOOT ABOVE THE GROUND.  1/4, SEC, T20N, R 2E.
 SY0755
 SY0755                          STATION RECOVERY (1988)
 SY0755
 SY0755'RECOVERY NOTE BY US POWER SQUADRON 1988 (FDL)
 SY0755'RECOVERED IN GOOD CONDITION.
 SY0755
 SY0755                          STATION RECOVERY (2006)
 SY0755
 SY0755'RECOVERY NOTE BY GEOCACHING 2006
 SY0755'THE BERRY PATCH HAS BEEN CUT BACK TO CREATE A SMALL PLAYGROUND. THE
 SY0755'BOULDER IS FLUSH WITH THE
 SY0755'GROUND IN WELL-TENDED GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0756 ***********************************************************************
 SY0756  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0756  DESIGNATION -  944 6714 TIDAL 3
 SY0756  PID         -  SY0756
 SY0756  STATE/COUNTY-  WA/PIERCE
 SY0756  USGS QUAD   -  STEILACOOM (1994)
 SY0756
 SY0756                         *CURRENT SURVEY CONTROL
 SY0756  ___________________________________________________________________
 SY0756* NAD 83(1986)-  47 10 15.     (N)    122 36 08.     (W)     SCALED    
 SY0756* NAVD 88     -        16.570  (meters)      54.36   (feet)  ADJUSTED  
 SY0756  ___________________________________________________________________
 SY0756  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 SY0756  DYNAMIC HT  -          16.572 (meters)      54.37  (feet)  COMP
 SY0756  MODELED GRAV-     980,753.0   (mgal)                       NAVD 88
 SY0756
 SY0756  VERT ORDER  -  FIRST     CLASS I
 SY0756
 SY0756.The horizontal coordinates were scaled from a topographic map and have
 SY0756.an estimated accuracy of +/- 6 seconds.
 SY0756
 SY0756.The orthometric height was determined by differential leveling
 SY0756.and adjusted by the National Geodetic Survey in June 1991..
 SY0756
 SY0756.This Tidal Bench Mark is designated as VM 9178
 SY0756.by the Center for Operational Oceanographic Products and Services.
 SY0756
 SY0756.The geoid height was determined by GEOID03.
 SY0756
 SY0756.The dynamic height is computed by dividing the NAVD 88
 SY0756.geopotential number by the normal gravity value computed on the
 SY0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0756.degrees latitude (g = 980.6199 gals.).
 SY0756
 SY0756.The modeled gravity was interpolated from observed gravity values.
 SY0756
 SY0756;                    North         East    Units  Estimated Accuracy
 SY0756;SPC WA S     -   206,370.      340,650.      MT  (+/- 180 meters Scaled)
 SY0756
 SY0756                          SUPERSEDED SURVEY CONTROL
 SY0756
 SY0756  NGVD 29 (??/??/??)   15.526  (m)           50.94   (f) ADJUSTED    1 1
 SY0756
 SY0756.Superseded values are not recommended for survey control.
 SY0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0756.See file dsdata.txt to determine how the superseded data were derived.
 SY0756
 SY0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET301242(NAD 83)
 SY0756_MARKER: DB = BENCH MARK DISK
 SY0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0756_STAMPING: 1917 NO 3
 SY0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0756+STABILITY: SURFACE MOTION
 SY0756
 SY0756  HISTORY     - Date     Condition        Report By
 SY0756  HISTORY     - 1917     MONUMENTED       CGS
 SY0756  HISTORY     - 1973     GOOD             NGS
 SY0756  HISTORY     - 20060427 GOOD             GEOCAC
 SY0756
 SY0756                          STATION DESCRIPTION
 SY0756
 SY0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0756'IN STEILACOOM.
 SY0756'AT STEILACOOM, AT THE NORTH CORNER OF THE INTERSECTION OF LAFAYETTE
 SY0756'AND FREDERICK STREETS, 35.2 FEET NORTHWEST OF THE CENTER LINE OF
 SY0756'LAFAYETTE STREET, 14.4 FEET NORTHEAST OF THE CENTER LINE OF FREDERICK
 SY0756'STREET, 44.2 FEET NORTHEAST OF THE SOUTHEAST POLE SUPPORTING A
 SY0756'WASHINGTON STATE HISTORICAL ROAD NO 1 SIGN, 100 FEET EAST OF THE
 SY0756'CENTER LINE OF UNION AVENUE, 3.3 FEET NORTHEAST OF THE NORTHEAST EDGE
 SY0756'OF A SIDEWALK ALONG FREDERICK STREET, 47.3 FEET SOUTH OF THE SOUTH
 SY0756'CORNER OF A BUILDING AT 105 FREDERICK STREET, 2.5 FEET SOUTH OF A
 SY0756'WITNESS POST, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A
 SY0756'CONCRETE POST FLUSH WITH THE GROUND.  1/4, SEC, T20N, R 2E.
 SY0756
 SY0756                          STATION RECOVERY (2006)
 SY0756
 SY0756'RECOVERY NOTE BY GEOCACHING 2006 (HMT)
 SY0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0758 ***********************************************************************
 SY0758  DESIGNATION -  944 6714 TIDAL 4
 SY0758  PID         -  SY0758
 SY0758  STATE/COUNTY-  WA/PIERCE
 SY0758  USGS QUAD   -  STEILACOOM (1994)
 SY0758
 SY0758                         *CURRENT SURVEY CONTROL
 SY0758  ___________________________________________________________________
 SY0758* NAD 83(1986)-  47 10 20.     (N)    122 36 08.     (W)     SCALED    
 SY0758* NAVD 88     -         6.358  (meters)      20.86   (feet)  ADJUSTED  
 SY0758  ___________________________________________________________________
 SY0758  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 SY0758  DYNAMIC HT  -           6.359 (meters)      20.86  (feet)  COMP
 SY0758  MODELED GRAV-     980,753.6   (mgal)                       NAVD 88
 SY0758
 SY0758  VERT ORDER  -  FIRST     CLASS II
 SY0758
 SY0758.The horizontal coordinates were scaled from a topographic map and have
 SY0758.an estimated accuracy of +/- 6 seconds.
 SY0758
 SY0758.The orthometric height was determined by differential leveling
 SY0758.and adjusted by the National Geodetic Survey in June 1991..
 SY0758.WARNING-Repeat measurements at this control monument indicate possible
 SY0758.vertical movement.
 SY0758
 SY0758.The geoid height was determined by GEOID03.
 SY0758
 SY0758.The dynamic height is computed by dividing the NAVD 88
 SY0758.geopotential number by the normal gravity value computed on the
 SY0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0758.degrees latitude (g = 980.6199 gals.).
 SY0758
 SY0758.The modeled gravity was interpolated from observed gravity values.
 SY0758
 SY0758;                    North         East    Units  Estimated Accuracy
 SY0758;SPC WA S     -   206,520.      340,650.      MT  (+/- 180 meters Scaled)
 SY0758
 SY0758                          SUPERSEDED SURVEY CONTROL
 SY0758
 SY0758  NGVD 29 (??/??/??)    5.311  (m)           17.42   (f) ADJUSTED    1 2
 SY0758
 SY0758.Superseded values are not recommended for survey control.
 SY0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0758.See file dsdata.txt to determine how the superseded data were derived.
 SY0758
 SY0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET301243(NAD 83)
 SY0758_MARKER: DJ = TIDAL STATION DISK
 SY0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0758_SP_SET: BRICK
 SY0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0758+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 SY0758
 SY0758  HISTORY     - Date     Condition        Report By
 SY0758  HISTORY     - UNK      MONUMENTED       CGS
 SY0758  HISTORY     - 1934     GOOD             CGS
 SY0758  HISTORY     - 1973     MARK NOT FOUND   NGS
 SY0758  HISTORY     - 20060412 GOOD             GEOCAC
 SY0758
 SY0758                          STATION DESCRIPTION
 SY0758
 SY0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SY0758'IN STEILACOOM.
 SY0758'AT STEILACOOM, PIERCE COUNTY, AT THE NORTHERN PACIFIC RAILWAY STATION,
 SY0758'ON THE WATER TABLE AT THE SOUTHWEST CORNER OF THE SOUTHEAST COLUMN. A
 SY0758'SLIGHTLY RAISED DISK 3/4 INCH IN DIAMETER, ON THE TOP OF THE CORNER
 SY0758'BRICK AND ABOUT 2.3 FEET ABOVE THE CONCRETE FLOOR.
 SY0758
 SY0758                          STATION RECOVERY (1973)
 SY0758
 SY0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0758'MARK NOT FOUND.
 SY0758
 SY0758                          STATION RECOVERY (2006)
 SY0758
 SY0758'RECOVERY NOTE BY GEOCACHING 2006
 SY0758'THIS  SLIGHTLY RAISED DISK 3/4 INCH IN DIAMETER  IS AN INTEGRAL PART
 SY0758'OF THE BRICK, CAST IN THE
 SY0758'SURFACE, NOT A METAL OBJECT SET IN A DRILL HOLE. ITS UNUSUAL NATURE
 SY0758'MAY ACCOUNT FOR EARLIER
 SY0758'DIFFICULTY IN FINDING IT.  THE LOCATION IS EXACTLY AS DESCRIBED IN
 SY0758'1934. THE ROOF ABOVE THE
 SY0758'COLUMN PREVENTS GPS RECEPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0759 ***********************************************************************
 SY0759  DESIGNATION -  944 6714 TIDAL 5 1973
 SY0759  PID         -  SY0759
 SY0759  STATE/COUNTY-  WA/PIERCE
 SY0759  USGS QUAD   -  STEILACOOM (1994)
 SY0759
 SY0759                         *CURRENT SURVEY CONTROL
 SY0759  ___________________________________________________________________
 SY0759* NAD 83(1986)-  47 10 19.     (N)    122 35 58.     (W)     SCALED    
 SY0759* NAVD 88     -        26.688  (meters)      87.56   (feet)  ADJUSTED  
 SY0759  ___________________________________________________________________
 SY0759  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 SY0759  DYNAMIC HT  -          26.692 (meters)      87.57  (feet)  COMP
 SY0759  MODELED GRAV-     980,753.1   (mgal)                       NAVD 88
 SY0759
 SY0759  VERT ORDER  -  FIRST     CLASS I
 SY0759
 SY0759.The horizontal coordinates were scaled from a topographic map and have
 SY0759.an estimated accuracy of +/- 6 seconds.
 SY0759
 SY0759.The orthometric height was determined by differential leveling
 SY0759.and adjusted by the National Geodetic Survey in June 1991..
 SY0759
 SY0759.The geoid height was determined by GEOID03.
 SY0759
 SY0759.The dynamic height is computed by dividing the NAVD 88
 SY0759.geopotential number by the normal gravity value computed on the
 SY0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0759.degrees latitude (g = 980.6199 gals.).
 SY0759
 SY0759.The modeled gravity was interpolated from observed gravity values.
 SY0759
 SY0759;                    North         East    Units  Estimated Accuracy
 SY0759;SPC WA S     -   206,490.      340,860.      MT  (+/- 180 meters Scaled)
 SY0759
 SY0759                          SUPERSEDED SURVEY CONTROL
 SY0759
 SY0759  NGVD 29 (??/??/??)   25.646  (m)           84.14   (f) ADJUSTED    1 1
 SY0759
 SY0759.Superseded values are not recommended for survey control.
 SY0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0759.See file dsdata.txt to determine how the superseded data were derived.
 SY0759
 SY0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET303243(NAD 83)
 SY0759_MARKER: DB = BENCH MARK DISK
 SY0759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0759_SP_SET: WALL
 SY0759_STAMPING: TIDAL 5 RESET 1973
 SY0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0759
 SY0759  HISTORY     - Date     Condition        Report By
 SY0759  HISTORY     - 1973     MONUMENTED       NGS
 SY0759  HISTORY     - 1988     GOOD             USPSQD
 SY0759  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY0759  HISTORY     - 19930603 MARK NOT FOUND   USGS
 SY0759
 SY0759                          STATION DESCRIPTION
 SY0759
 SY0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0759'IN STEILACOOM.
 SY0759'AT STEILACOOM, AT THE NORTH CORNER OF THE JUNCTION OF WILKES AND
 SY0759'LAFAYETTE STREETS, 41 1/2 FEET NORTH OF THE CENTER OF THE JUNCTION, IN
 SY0759'THE TOP OF THE SOUTHWEST END OF THE CONCRETE RETAINING WALL AROUND A
 SY0759'TENNIS COURT, 4.5 FEET NORTHWEST OF THE NORTHWEST CURB OF LAFAYETTE
 SY0759'STREET, 1.4 FEET EAST OF THE SOUTH CORNER OF A FENCE, 2 FEET NORTHEAST
 SY0759'OF THE SOUTHWEST END OF THE RETAINING WALL, AND ABOUT LEVEL WITH THE
 SY0759'STREETS.  SECTION, T 20N, R 2E.
 SY0759
 SY0759                          STATION RECOVERY (1988)
 SY0759
 SY0759'RECOVERY NOTE BY US POWER SQUADRON 1988 (WO)
 SY0759'RECOVERED IN GOOD CONDITION.
 SY0759
 SY0759                          STATION RECOVERY (1989)
 SY0759
 SY0759'RECOVERY NOTE BY US POWER SQUADRON 1989 (RSH)
 SY0759'MARK NOT FOUND.
 SY0759
 SY0759                          STATION RECOVERY (1993)
 SY0759
 SY0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993 (TTS)
 SY0759'NEW SIDEWALK POURED OVER WHERE MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0739 ***********************************************************************
 SY0739  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0739  DESIGNATION -  944 6828 TIDAL 3
 SY0739  PID         -  SY0739
 SY0739  STATE/COUNTY-  WA/PIERCE
 SY0739  USGS QUAD   -  NISQUALLY (1994)
 SY0739
 SY0739                         *CURRENT SURVEY CONTROL
 SY0739  ___________________________________________________________________
 SY0739* NAD 83(1986)-  47 07 02.     (N)    122 39 58.     (W)     SCALED    
 SY0739* NAVD 88     -         3.754  (meters)      12.32   (feet)  ADJUSTED  
 SY0739  ___________________________________________________________________
 SY0739  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 SY0739  DYNAMIC HT  -           3.754 (meters)      12.32  (feet)  COMP
 SY0739  MODELED GRAV-     980,752.9   (mgal)                       NAVD 88
 SY0739
 SY0739  VERT ORDER  -  FIRST     CLASS I
 SY0739
 SY0739.The horizontal coordinates were scaled from a topographic map and have
 SY0739.an estimated accuracy of +/- 6 seconds.
 SY0739
 SY0739.The orthometric height was determined by differential leveling
 SY0739.and adjusted by the National Geodetic Survey in June 1991..
 SY0739
 SY0739.This Tidal Bench Mark is designated as VM 9180
 SY0739.by the Center for Operational Oceanographic Products and Services.
 SY0739
 SY0739.The geoid height was determined by GEOID03.
 SY0739
 SY0739.The dynamic height is computed by dividing the NAVD 88
 SY0739.geopotential number by the normal gravity value computed on the
 SY0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0739.degrees latitude (g = 980.6199 gals.).
 SY0739
 SY0739.The modeled gravity was interpolated from observed gravity values.
 SY0739
 SY0739;                    North         East    Units  Estimated Accuracy
 SY0739;SPC WA S     -   200,540.      335,640.      MT  (+/- 180 meters Scaled)
 SY0739
 SY0739                          SUPERSEDED SURVEY CONTROL
 SY0739
 SY0739  NGVD 29 (??/??/??)    2.708  (m)            8.88   (f) ADJUSTED    1 1
 SY0739
 SY0739.Superseded values are not recommended for survey control.
 SY0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0739.See file dsdata.txt to determine how the superseded data were derived.
 SY0739
 SY0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET253182(NAD 83)
 SY0739_MARKER: DB = BENCH MARK DISK
 SY0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0739_SP_SET: FOUNDATION
 SY0739_STAMPING: NO 3 1935
 SY0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0739
 SY0739  HISTORY     - Date     Condition        Report By
 SY0739  HISTORY     - 1935     MONUMENTED       CGS
 SY0739  HISTORY     - 1973     GOOD             NGS
 SY0739
 SY0739                          STATION DESCRIPTION
 SY0739
 SY0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0739'5.3 MI S FROM STEILACOOM.
 SY0739'5.3 MILES SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0739'STATION AT STEILACOOM, 5 POLES NORTHEAST OF MILEPOST 21, 82 FEET
 SY0739'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST MAIN TRACK BY SLOPE
 SY0739'MEASUREMENT, 69.3 FEET WEST OF THE WEST RAIL OF A NARROW GAGE RAILROAD
 SY0739'LEADING ONTO THE DUPONT WHARF, 68 FEET WEST OF THE CENTER OF THE
 SY0739'NORTHWEST END OF A NARROW GAGE RAILROAD TUNNEL UNDER THE
 SY0739'BURLINGTON-NORTHERN RAILROAD, IN THE TOP OF THE NORTHEAST SIDE OF THE
 SY0739'EAST ONE OF A GROUP OF 6 X 6 FEET CONCRETE FOUNDATIONS SUPPORTING A
 SY0739'WOODEN TOWER FOR AN OVERHEAD CONVEYOR TO THE DUPONT WHARF, 60.6 FEET
 SY0739'NORTHEAST OF BENCH MARK TIDAL 6, 2.5 FEET NORTHWEST OF THE EAST CORNER
 SY0739'OF THE FOUNDATION, ABOUT 36 FEET LOWER THAN THE TRACKS, AND ABOUT 2
 SY0739'1/2 FEET HIGHER THAN THE GROUND.  1/4, SEC 39, T 19N, R 1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0740 ***********************************************************************
 SY0740  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0740  DESIGNATION -  944 6828 TIDAL 4
 SY0740  PID         -  SY0740
 SY0740  STATE/COUNTY-  WA/PIERCE
 SY0740  USGS QUAD   -  NISQUALLY (1994)
 SY0740
 SY0740                         *CURRENT SURVEY CONTROL
 SY0740  ___________________________________________________________________
 SY0740* NAD 83(1986)-  47 07 00.     (N)    122 39 56.     (W)     SCALED    
 SY0740* NAVD 88     -         3.675  (meters)      12.06   (feet)  ADJUSTED  
 SY0740  ___________________________________________________________________
 SY0740  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 SY0740  DYNAMIC HT  -           3.676 (meters)      12.06  (feet)  COMP
 SY0740  MODELED GRAV-     980,752.6   (mgal)                       NAVD 88
 SY0740
 SY0740  VERT ORDER  -  FIRST     CLASS I
 SY0740
 SY0740.The horizontal coordinates were scaled from a topographic map and have
 SY0740.an estimated accuracy of +/- 6 seconds.
 SY0740
 SY0740.The orthometric height was determined by differential leveling
 SY0740.and adjusted by the National Geodetic Survey in June 1991..
 SY0740
 SY0740.This Tidal Bench Mark is designated as VM 9181
 SY0740.by the Center for Operational Oceanographic Products and Services.
 SY0740
 SY0740.The geoid height was determined by GEOID03.
 SY0740
 SY0740.The dynamic height is computed by dividing the NAVD 88
 SY0740.geopotential number by the normal gravity value computed on the
 SY0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0740.degrees latitude (g = 980.6199 gals.).
 SY0740
 SY0740.The modeled gravity was interpolated from observed gravity values.
 SY0740
 SY0740;                    North         East    Units  Estimated Accuracy
 SY0740;SPC WA S     -   200,480.      335,680.      MT  (+/- 180 meters Scaled)
 SY0740
 SY0740                          SUPERSEDED SURVEY CONTROL
 SY0740
 SY0740  NGVD 29 (??/??/??)    2.629  (m)            8.63   (f) ADJUSTED    1 1
 SY0740
 SY0740.Superseded values are not recommended for survey control.
 SY0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0740.See file dsdata.txt to determine how the superseded data were derived.
 SY0740
 SY0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET253181(NAD 83)
 SY0740_MARKER: DB = BENCH MARK DISK
 SY0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0740_SP_SET: CULVERT
 SY0740_STAMPING: NO 4 1935
 SY0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0740
 SY0740  HISTORY     - Date     Condition        Report By
 SY0740  HISTORY     - 1935     MONUMENTED       CGS
 SY0740  HISTORY     - 1973     GOOD             NGS
 SY0740
 SY0740                          STATION DESCRIPTION
 SY0740
 SY0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0740'5.3 MI S FROM STEILACOOM.
 SY0740'5.3 MILES SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0740'STATION AT STEILACOOM, 5 POLES NORTHEAST OF MILEPOST 21, ABOUT 200
 SY0740'FEET SOUTHEAST ACROSS THE RAILROAD FROM BENCH MARK TIDAL 6, 87 FEET
 SY0740'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACKS (SLOPE
 SY0740'MEASUREMENT), 38 FEET SOUTH OF THE SOUTHEAT END OF THE SOUTH CONCRETE
 SY0740'WING WALL OF A NARROW GAGE RAILROAD TUNNEL, 48.3 FEET SOUTHWEST OF THE
 SY0740'SOUTHWEST RAIL OF THE NARROW GAGE RAILROAD TO THE DUPONT WHARF, IN THE
 SY0740'TOP OF THE SOUTHEAST END OF A 5 1/2 X 5 FEET CONCRETE BOX CULVERT OF
 SY0740'SEQUALITCHEW CREEK, 0.9 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE
 SY0740'CULVERT, 1.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE SOUTHEAST
 SY0740'CONCRETE HEADWALL, AND ABOUT 39 FEET LOWER THAN THE TRACKS. SECTION
 SY0740'39, T 19N, R 1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0738 ***********************************************************************
 SY0738  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0738  DESIGNATION -  944 6828 TIDAL 6
 SY0738  PID         -  SY0738
 SY0738  STATE/COUNTY-  WA/PIERCE
 SY0738  USGS QUAD   -  NISQUALLY (1994)
 SY0738
 SY0738                         *CURRENT SURVEY CONTROL
 SY0738  ___________________________________________________________________
 SY0738* NAD 83(1986)-  47 07 00.     (N)    122 39 58.     (W)     SCALED    
 SY0738* NAVD 88     -         2.801  (meters)       9.19   (feet)  ADJUSTED  
 SY0738  ___________________________________________________________________
 SY0738  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 SY0738  DYNAMIC HT  -           2.801 (meters)       9.19  (feet)  COMP
 SY0738  MODELED GRAV-     980,752.8   (mgal)                       NAVD 88
 SY0738
 SY0738  VERT ORDER  -  FIRST     CLASS I
 SY0738
 SY0738.The horizontal coordinates were scaled from a topographic map and have
 SY0738.an estimated accuracy of +/- 6 seconds.
 SY0738
 SY0738.The orthometric height was determined by differential leveling
 SY0738.and adjusted by the National Geodetic Survey in June 1991..
 SY0738
 SY0738.This Tidal Bench Mark is designated as VM 9182
 SY0738.by the Center for Operational Oceanographic Products and Services.
 SY0738
 SY0738.The geoid height was determined by GEOID03.
 SY0738
 SY0738.The dynamic height is computed by dividing the NAVD 88
 SY0738.geopotential number by the normal gravity value computed on the
 SY0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0738.degrees latitude (g = 980.6199 gals.).
 SY0738
 SY0738.The modeled gravity was interpolated from observed gravity values.
 SY0738
 SY0738;                    North         East    Units  Estimated Accuracy
 SY0738;SPC WA S     -   200,480.      335,640.      MT  (+/- 180 meters Scaled)
 SY0738
 SY0738                          SUPERSEDED SURVEY CONTROL
 SY0738
 SY0738  NGVD 29 (??/??/??)    1.755  (m)            5.76   (f) ADJUSTED    1 1
 SY0738
 SY0738.Superseded values are not recommended for survey control.
 SY0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0738.See file dsdata.txt to determine how the superseded data were derived.
 SY0738
 SY0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET253181(NAD 83)
 SY0738_MARKER: DB = BENCH MARK DISK
 SY0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0738_SP_SET: CULVERT
 SY0738_STAMPING: TIDAL 6 1973
 SY0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0738
 SY0738  HISTORY     - Date     Condition        Report By
 SY0738  HISTORY     - 1973     MONUMENTED       NGS
 SY0738
 SY0738                          STATION DESCRIPTION
 SY0738
 SY0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0738'5.3 MI S FROM STEILACOOM.
 SY0738'5.3 MILES SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0738'STATION AT STEILACOOM, 5 POLES NORTHEAST OF MILEPOST 21, AT THE
 SY0738'CROSSING OF AN OVERHEAD CONVEYOR CABLE, 78 FEET NORTHWEST OF THE
 SY0738'NORTHWEST RAIL OF THE NORTHWEST TRACK (SLOPE MEASUREMENT), 4.3 FEET
 SY0738'SOUTHEAST OF THE SOUTHEAST EDGE OF THE NORTHWEST CONCRETE HEADWALL, IN
 SY0738'THE TOP OF THE NORTHWEST END OF A 5 1/2 X 5 FEET CONCRETE BOX CULVERT
 SY0738'OF SEQUALITCHEW CREEK, 3.5 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 SY0738'CULVERT, 60.6 FEET SOUTHWEST OF BENCH MARK TIDAL 3 (1935) AND A WOODEN
 SY0738'TOWER, ABOUT 2 FEET LOWER THAN TIDAL 3, AND ABOUT 38 FEET LOWER THAN
 SY0738'THE TRACKS.  1/4, SEC 39, T 19N, R 1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0869 ***********************************************************************
 SY0869  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0869  DESIGNATION -  944 6969 TIDAL 11
 SY0869  PID         -  SY0869
 SY0869  STATE/COUNTY-  WA/THURSTON
 SY0869  USGS QUAD   -  TUMWATER (1994)
 SY0869
 SY0869                         *CURRENT SURVEY CONTROL
 SY0869  ___________________________________________________________________
 SY0869* NAD 83(1986)-  47 02 44.     (N)    122 54 07.     (W)     SCALED    
 SY0869* NAVD 88     -         4.832  (meters)      15.85   (feet)  ADJUSTED  
 SY0869  ___________________________________________________________________
 SY0869  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SY0869  DYNAMIC HT  -           4.833 (meters)      15.86  (feet)  COMP
 SY0869  MODELED GRAV-     980,803.7   (mgal)                       NAVD 88
 SY0869
 SY0869  VERT ORDER  -  FIRST     CLASS I
 SY0869
 SY0869.The horizontal coordinates were scaled from a topographic map and have
 SY0869.an estimated accuracy of +/- 6 seconds.
 SY0869
 SY0869.The orthometric height was determined by differential leveling
 SY0869.and adjusted by the National Geodetic Survey in June 1991..
 SY0869
 SY0869.This Tidal Bench Mark is designated as VM 9187
 SY0869.by the Center for Operational Oceanographic Products and Services.
 SY0869
 SY0869.The geoid height was determined by GEOID03.
 SY0869
 SY0869.The dynamic height is computed by dividing the NAVD 88
 SY0869.geopotential number by the normal gravity value computed on the
 SY0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0869.degrees latitude (g = 980.6199 gals.).
 SY0869
 SY0869.The modeled gravity was interpolated from observed gravity values.
 SY0869
 SY0869;                    North         East    Units  Estimated Accuracy
 SY0869;SPC WA S     -   193,100.      317,510.      MT  (+/- 180 meters Scaled)
 SY0869
 SY0869                          SUPERSEDED SURVEY CONTROL
 SY0869
 SY0869  NGVD 29 (05/16/90)    3.794  (m)           12.45   (f) ADJUSTED    1 1
 SY0869
 SY0869.Superseded values are not recommended for survey control.
 SY0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0869.See file dsdata.txt to determine how the superseded data were derived.
 SY0869
 SY0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET074102(NAD 83)
 SY0869_MARKER: DJ = TIDAL STATION DISK
 SY0869_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 SY0869_SP_SET: BUILDING WALL
 SY0869_STAMPING: 11 1923 ELV. 2.36 CITY
 SY0869_MARK LOGO: CGS   
 SY0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY0869+STABILITY: POSITION/ELEVATION WELL
 SY0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0869+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 SY0869
 SY0869  HISTORY     - Date     Condition        Report By
 SY0869  HISTORY     - 1923     MONUMENTED       CGS
 SY0869  HISTORY     - 1973     GOOD             NGS
 SY0869  HISTORY     - 1987     GOOD             USPSQD
 SY0869  HISTORY     - 1987     GOOD             NGS
 SY0869  HISTORY     - 20060318 GOOD             USPSQD
 SY0869
 SY0869                          STATION DESCRIPTION
 SY0869
 SY0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0869'IN OLYMPIA.
 SY0869'AT OLYMPIA, AT THE NORTHWEST CORNER OF THE JUNCTION OF NORTH CAPITOL
 SY0869'WAY AND STATE AVENUE, AT THE NORTHEAST CORNER OF THE OLYMPIA FIRE
 SY0869'STATION BUILDING, SET VERTICALLY IN THE EAST CONCRETE WALL OF THE
 SY0869'BUILDING, 1.8 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 12
 SY0869'FEET WEST OF THE WEST CURB OF THE WAY, 69.0 FEET NORTH OF THE NORTH
 SY0869'CURB OF THE AVENUE, AND ABOUT 1 FOOT HIGHER THAN THE SIDEWALK.  T18N,
 SY0869'R 2W.
 SY0869
 SY0869                          STATION RECOVERY (1987)
 SY0869
 SY0869'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SY0869'RECOVERED IN GOOD CONDITION.
 SY0869
 SY0869                          STATION RECOVERY (1987)
 SY0869
 SY0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SY0869'RECOVERED IN GOOD CONDITION.
 SY0869
 SY0869                          STATION RECOVERY (2006)
 SY0869
 SY0869'RECOVERY NOTE BY US POWER SQUADRON 2006 (KK)
 SY0869'RECOVERED AS DESCRIBED EXCEPT BUILDING HAS BEEN CONVERTED TO RETAIL
 SY0869'USE AND MARK IS PAINTED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0693 ***********************************************************************
 SY0693  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0693  DESIGNATION -  944 6969 TIDAL 12
 SY0693  PID         -  SY0693
 SY0693  STATE/COUNTY-  WA/THURSTON
 SY0693  USGS QUAD   -  TUMWATER (1994)
 SY0693
 SY0693                         *CURRENT SURVEY CONTROL
 SY0693  ___________________________________________________________________
 SY0693* NAD 83(1986)-  47 02 28.     (N)    122 54 06.     (W)     SCALED    
 SY0693* NAVD 88     -        13.733  (meters)      45.06   (feet)  ADJUSTED  
 SY0693  ___________________________________________________________________
 SY0693  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SY0693  DYNAMIC HT  -          13.736 (meters)      45.07  (feet)  COMP
 SY0693  MODELED GRAV-     980,804.6   (mgal)                       NAVD 88
 SY0693
 SY0693  VERT ORDER  -  FIRST     CLASS I
 SY0693
 SY0693.The horizontal coordinates were scaled from a topographic map and have
 SY0693.an estimated accuracy of +/- 6 seconds.
 SY0693
 SY0693.The orthometric height was determined by differential leveling
 SY0693.and adjusted by the National Geodetic Survey in June 1991..
 SY0693.WARNING-Repeat measurements at this control monument indicate possible
 SY0693.vertical movement.
 SY0693
 SY0693.This Tidal Bench Mark is designated as VM 17081
 SY0693.by the Center for Operational Oceanographic Products and Services.
 SY0693
 SY0693.The geoid height was determined by GEOID03.
 SY0693
 SY0693.The dynamic height is computed by dividing the NAVD 88
 SY0693.geopotential number by the normal gravity value computed on the
 SY0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0693.degrees latitude (g = 980.6199 gals.).
 SY0693
 SY0693.The modeled gravity was interpolated from observed gravity values.
 SY0693
 SY0693;                    North         East    Units  Estimated Accuracy
 SY0693;SPC WA S     -   192,600.      317,520.      MT  (+/- 180 meters Scaled)
 SY0693
 SY0693                          SUPERSEDED SURVEY CONTROL
 SY0693
 SY0693  NGVD 29 (05/16/90)   12.694  (m)           41.65   (f) ADJUSTED    1 1
 SY0693
 SY0693.Superseded values are not recommended for survey control.
 SY0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0693.See file dsdata.txt to determine how the superseded data were derived.
 SY0693
 SY0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET074097(NAD 83)
 SY0693_MARKER: DJ = TIDAL STATION DISK
 SY0693_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 SY0693_SP_SET: BUILDING WALL
 SY0693_STAMPING: 12 1923
 SY0693_MARK LOGO: CGS   
 SY0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY0693+STABILITY: POSITION/ELEVATION WELL
 SY0693
 SY0693  HISTORY     - Date     Condition        Report By
 SY0693  HISTORY     - 1923     MONUMENTED       CGS
 SY0693  HISTORY     - 1973     GOOD             NGS
 SY0693  HISTORY     - 1987     GOOD             USPSQD
 SY0693  HISTORY     - 1987     GOOD             NGS
 SY0693  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 SY0693
 SY0693                          STATION DESCRIPTION
 SY0693
 SY0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0693'IN OLYMPIA.
 SY0693'AT OLYMPIA, AT THE JUNCTION OF THE CAPITOL WAY AND 8TH AVENUE, SET
 SY0693'VERTICALLY IN THE NORTH FACE OF A SANDSTONE BLOCK FEDERAL BUILDING,
 SY0693'33.2 FEET WEST OF THE WEST CURB OF THE WAY, 13 FEET NORTH OF THE
 SY0693'EXTENDED CENTER LINE OF THE AVENUE, 1.2 FEET WEST OF THE NORTHEAST
 SY0693'CORNER OF THE BUILDING, ABOUT 2 FEET HIGHER THAN THE WAY AND 2 FEET
 SY0693'HIGHER THAN AN ASPHALT DRIVEWAY.  T18N, R 2W.
 SY0693
 SY0693                          STATION RECOVERY (1987)
 SY0693
 SY0693'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SY0693'RECOVERED IN GOOD CONDITION.
 SY0693
 SY0693                          STATION RECOVERY (1987)
 SY0693
 SY0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SY0693'RECOVERED IN GOOD CONDITION.
 SY0693
 SY0693                          STATION RECOVERY (2006)
 SY0693
 SY0693'RECOVERY NOTE BY US POWER SQUADRON 2006 (KK)
 SY0693'NO EVIDENCE OF MARK AT THE DESCRIBED LOCATION. BUILDING HAS BEEN
 SY0693'REFACED WITH A THICK COATING THAT COULD EASILY HIDE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0866 ***********************************************************************
 SY0866  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0866  DESIGNATION -  944 6969 TIDAL 14
 SY0866  PID         -  SY0866
 SY0866  STATE/COUNTY-  WA/THURSTON
 SY0866  USGS QUAD   -  TUMWATER (1994)
 SY0866
 SY0866                         *CURRENT SURVEY CONTROL
 SY0866  ___________________________________________________________________
 SY0866* NAD 83(1986)-  47 03 06.     (N)    122 54 19.     (W)     SCALED    
 SY0866* NAVD 88     -         3.834  (meters)      12.58   (feet)  ADJUSTED  
 SY0866  ___________________________________________________________________
 SY0866  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SY0866  DYNAMIC HT  -           3.835 (meters)      12.58  (feet)  COMP
 SY0866  MODELED GRAV-     980,802.6   (mgal)                       NAVD 88
 SY0866
 SY0866  VERT ORDER  -  FIRST     CLASS I
 SY0866
 SY0866.The horizontal coordinates were scaled from a topographic map and have
 SY0866.an estimated accuracy of +/- 6 seconds.
 SY0866
 SY0866.The orthometric height was determined by differential leveling
 SY0866.and adjusted by the National Geodetic Survey in June 1991..
 SY0866
 SY0866.This Tidal Bench Mark is designated as VM 9188
 SY0866.by the Center for Operational Oceanographic Products and Services.
 SY0866
 SY0866.The geoid height was determined by GEOID03.
 SY0866
 SY0866.The dynamic height is computed by dividing the NAVD 88
 SY0866.geopotential number by the normal gravity value computed on the
 SY0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0866.degrees latitude (g = 980.6199 gals.).
 SY0866
 SY0866.The modeled gravity was interpolated from observed gravity values.
 SY0866
 SY0866;                    North         East    Units  Estimated Accuracy
 SY0866;SPC WA S     -   193,780.      317,280.      MT  (+/- 180 meters Scaled)
 SY0866
 SY0866                          SUPERSEDED SURVEY CONTROL
 SY0866
 SY0866  NGVD 29 (??/??/??)    2.796  (m)            9.17   (f) ADJUSTED    1 1
 SY0866
 SY0866.Superseded values are not recommended for survey control.
 SY0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0866.See file dsdata.txt to determine how the superseded data were derived.
 SY0866
 SY0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET071109(NAD 83)
 SY0866_MARKER: DJ = TIDAL STATION DISK
 SY0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0866_SP_SET: CONCRETE BLOCK
 SY0866_STAMPING: 14 1935
 SY0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0866
 SY0866  HISTORY     - Date     Condition        Report By
 SY0866  HISTORY     - 1935     MONUMENTED       CGS
 SY0866  HISTORY     - 1973     GOOD             NGS
 SY0866
 SY0866                          STATION DESCRIPTION
 SY0866
 SY0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0866'IN OLYMPIA.
 SY0866'AT OLYMPIA, ABOUT 0.2 MILE NORTH-NORTHWEST OF THE JUNCTION OF NORTH
 SY0866'CAPITOL WAY AND B AVENUE, AT PORT OF OLYMPIA WHARF, 254 FEET NORTH OF
 SY0866'THE SOUTH END OF THE WHARF, 141 FEET EAST OF THE WEST EDGE OF THE
 SY0866'WHARF, 33.7 FEET EAST OF THE EAST EDGE OF A WOODEN WHARF, 137.0 FEET
 SY0866'SOUTH OF THE SOUTHWEST CORNER OF A PORT SHOP BUILDING, 166.5 FEET
 SY0866'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A TRANSIT SHED, 137 1/2
 SY0866'FEET SOUTH OF POWER POLE 8 BEARING THREE FLOOD LIGHTS, 136.7 FEET
 SY0866'SOUTH OF BENCH MARK TIDAL 15, AND SET IN THE TOP OF A 3-FOOT-SQUARE
 SY0866'CONCRETE BLOCK ABOUT 2 FEET UNDERGROUND.  ACCESS TO THE MAK IS THRU A
 SY0866'6-INCH PIPE WITH AN 8-INCH CAST IRON COVER.  T 18N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0865 ***********************************************************************
 SY0865  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0865  DESIGNATION -  944 6969 TIDAL 15
 SY0865  PID         -  SY0865
 SY0865  STATE/COUNTY-  WA/THURSTON
 SY0865  USGS QUAD   -  TUMWATER (1994)
 SY0865
 SY0865                         *CURRENT SURVEY CONTROL
 SY0865  ___________________________________________________________________
 SY0865* NAD 83(1986)-  47 03 05.     (N)    122 54 14.     (W)     SCALED    
 SY0865* NAVD 88     -         3.936  (meters)      12.91   (feet)  ADJUSTED  
 SY0865  ___________________________________________________________________
 SY0865  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SY0865  DYNAMIC HT  -           3.936 (meters)      12.91  (feet)  COMP
 SY0865  MODELED GRAV-     980,802.4   (mgal)                       NAVD 88
 SY0865
 SY0865  VERT ORDER  -  FIRST     CLASS I
 SY0865
 SY0865.The horizontal coordinates were scaled from a topographic map and have
 SY0865.an estimated accuracy of +/- 6 seconds.
 SY0865
 SY0865.The orthometric height was determined by differential leveling
 SY0865.and adjusted by the National Geodetic Survey in June 1991..
 SY0865
 SY0865.This Tidal Bench Mark is designated as VM 9189
 SY0865.by the Center for Operational Oceanographic Products and Services.
 SY0865
 SY0865.The geoid height was determined by GEOID03.
 SY0865
 SY0865.The dynamic height is computed by dividing the NAVD 88
 SY0865.geopotential number by the normal gravity value computed on the
 SY0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0865.degrees latitude (g = 980.6199 gals.).
 SY0865
 SY0865.The modeled gravity was interpolated from observed gravity values.
 SY0865
 SY0865;                    North         East    Units  Estimated Accuracy
 SY0865;SPC WA S     -   193,750.      317,380.      MT  (+/- 180 meters Scaled)
 SY0865
 SY0865                          SUPERSEDED SURVEY CONTROL
 SY0865
 SY0865  NGVD 29 (??/??/??)    2.897  (m)            9.50   (f) ADJUSTED    1 1
 SY0865
 SY0865.Superseded values are not recommended for survey control.
 SY0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0865.See file dsdata.txt to determine how the superseded data were derived.
 SY0865
 SY0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET073108(NAD 83)
 SY0865_MARKER: DJ = TIDAL STATION DISK
 SY0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0865_SP_SET: FOUNDATION
 SY0865_STAMPING: 15 1935
 SY0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0865
 SY0865  HISTORY     - Date     Condition        Report By
 SY0865  HISTORY     - 1935     MONUMENTED       CGS
 SY0865  HISTORY     - 1973     GOOD             NGS
 SY0865
 SY0865                          STATION DESCRIPTION
 SY0865
 SY0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0865'IN OLYMPIA.
 SY0865'AT OLYMPIA, ABOUT 0.25 MILE NORTH-NORTHWEST OF THE JUNCTION OF NORTH
 SY0865'CAPITOL WAY AND B AVENUE, AT PORT OF OLYMPIA WHARF, AT THE SOUTHWEST
 SY0865'CORNER OF THE PORT SHOP BUILDING, IN THE TOP AND 0.5 FOOT NORTHEAST OF
 SY0865'THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE SHOP BUILDING,
 SY0865'136.7 FEET NORTH OF TIDAL BENCH MARK TIDAL 14, 61.9 FEET
 SY0865'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A TRANSIT SHED, 46 FEET EAST
 SY0865'OF THE EAST EDGE OF THE WHARF, 7 FEET EAST OF POWER POLE 8 BEARING
 SY0865'THREE FLOOD LIGHTS AND IN LINE WITH THE POLES, AND ABOUT FLUSH WITH
 SY0865'THE GROUND.  SEC, T18N, R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0689 ***********************************************************************
 SY0689  DESIGNATION -  944 6969 TIDAL 5
 SY0689  PID         -  SY0689
 SY0689  STATE/COUNTY-  WA/THURSTON
 SY0689  USGS QUAD   -  TUMWATER (1994)
 SY0689
 SY0689                         *CURRENT SURVEY CONTROL
 SY0689  ___________________________________________________________________
 SY0689* NAD 83(1986)-  47 02 33.     (N)    122 54 02.     (W)     SCALED    
 SY0689* NAVD 88     -         8.513  (meters)      27.93   (feet)  ADJUSTED  
 SY0689  ___________________________________________________________________
 SY0689  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 SY0689  DYNAMIC HT  -           8.514 (meters)      27.93  (feet)  COMP
 SY0689  MODELED GRAV-     980,804.2   (mgal)                       NAVD 88
 SY0689
 SY0689  VERT ORDER  -  FIRST     CLASS I
 SY0689
 SY0689.The horizontal coordinates were scaled from a topographic map and have
 SY0689.an estimated accuracy of +/- 6 seconds.
 SY0689
 SY0689.The orthometric height was determined by differential leveling
 SY0689.and adjusted by the National Geodetic Survey in June 1991..
 SY0689.WARNING-Repeat measurements at this control monument indicate possible
 SY0689.vertical movement.
 SY0689
 SY0689.The geoid height was determined by GEOID03.
 SY0689
 SY0689.The dynamic height is computed by dividing the NAVD 88
 SY0689.geopotential number by the normal gravity value computed on the
 SY0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0689.degrees latitude (g = 980.6199 gals.).
 SY0689
 SY0689.The modeled gravity was interpolated from observed gravity values.
 SY0689
 SY0689;                    North         East    Units  Estimated Accuracy
 SY0689;SPC WA S     -   192,750.      317,610.      MT  (+/- 180 meters Scaled)
 SY0689
 SY0689                          SUPERSEDED SURVEY CONTROL
 SY0689
 SY0689  NGVD 29 (??/??/??)    7.475  (m)           24.52   (f) ADJUSTED    1 1
 SY0689
 SY0689.Superseded values are not recommended for survey control.
 SY0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0689.See file dsdata.txt to determine how the superseded data were derived.
 SY0689
 SY0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET075098(NAD 83)
 SY0689_MARKER: Z = SEE DESCRIPTION
 SY0689_SETTING: 0 = UNSPECIFIED SETTING
 SY0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0689+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 SY0689
 SY0689  HISTORY     - Date     Condition        Report By
 SY0689  HISTORY     - UNK      MONUMENTED       CGS
 SY0689  HISTORY     - 1973     GOOD             NGS
 SY0689  HISTORY     - 1987     GOOD             USPSQD
 SY0689  HISTORY     - 20030818 GOOD             USPSQD
 SY0689  HISTORY     - 20050204 GOOD             GEOCAC
 SY0689  HISTORY     - 20060303 POOR             GEOCAC
 SY0689
 SY0689                          STATION DESCRIPTION
 SY0689
 SY0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0689'IN OLYMPIA.
 SY0689'AT OLYMPIA, ALONG WASHINGTON STREET ABOUT MIDWAY BETWEEN 7TH AVENUE
 SY0689'AND LEGION WAY, AT THE SOUTH SIDE OF A PARK, AT THE SOUTHEAST CORNER
 SY0689'OF ROGERS MONUMENT, THE SURFACE OF THE SOUTHEAST CORNER OF THE GRANITE
 SY0689'INSCRIPTION PLATE ON THE EAST SIDE OF THE MONUMENT (NO INSCRIPTION ON
 SY0689'PLATE THE PLATE IS ABOUT 3 FEET-LONG AND 1 1/2-FEET-HIGH), 3.0 FEET
 SY0689'NORTHWEST OF THE SOUTHEAST CORNER OF THE MONUMENTBASE WHICH PROJECTS
 SY0689'1.5 FEET ABOVE THE GROUND, 79 FEET WEST OF THE WEST CURB OF WASHINGTON
 SY0689'STREET, AND ABOUT 3 1/2 FEET HIGHER THAN A SIDEWALK LEADING EAST TO
 SY0689'WASHINGTON STREET.  1/4, SEC, T18N, R 2W.
 SY0689
 SY0689                          STATION RECOVERY (1987)
 SY0689
 SY0689'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SY0689'RECOVERED IN GOOD CONDITION.
 SY0689
 SY0689                          STATION RECOVERY (2003)
 SY0689
 SY0689'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 SY0689'RECOVERED IN GOOD CONDITION.
 SY0689
 SY0689                          STATION RECOVERY (2005)
 SY0689
 SY0689'RECOVERY NOTE BY GEOCACHING 2005 (CMS)
 SY0689'FOR CLARIFICATION PURPOSES, NOTE THAT THERE IS NO MARK, THE STATION IS
 SY0689'THE SURFACE OF THE GRANITE PLATE ITSELF.
 SY0689
 SY0689                          STATION RECOVERY (2006)
 SY0689
 SY0689'RECOVERY NOTE BY GEOCACHING 2006 (CMS)
 SY0689'ON FEB 17 2006 A 100 FOOT TALL ELM FELL IN THE PARK WHERE THE STATUE
 SY0689'IS LOCATED. THE MAIN TRUNK MISSED THE STATUE BUT THE STATUE WAS STRUCK
 SY0689'BY MANY SMALLER BRANCHES AND MAY HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0867 ***********************************************************************
 SY0867  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0867  DESIGNATION -  944 6969 TIDAL 8
 SY0867  PID         -  SY0867
 SY0867  STATE/COUNTY-  WA/THURSTON
 SY0867  USGS QUAD   -  TUMWATER (1994)
 SY0867
 SY0867                         *CURRENT SURVEY CONTROL
 SY0867  ___________________________________________________________________
 SY0867* NAD 83(1986)-  47 02 58.     (N)    122 54 08.     (W)     SCALED    
 SY0867* NAVD 88     -         4.115  (meters)      13.50   (feet)  ADJUSTED  
 SY0867  ___________________________________________________________________
 SY0867  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SY0867  DYNAMIC HT  -           4.116 (meters)      13.50  (feet)  COMP
 SY0867  MODELED GRAV-     980,802.7   (mgal)                       NAVD 88
 SY0867
 SY0867  VERT ORDER  -  FIRST     CLASS I
 SY0867
 SY0867.The horizontal coordinates were scaled from a topographic map and have
 SY0867.an estimated accuracy of +/- 6 seconds.
 SY0867
 SY0867.The orthometric height was determined by differential leveling
 SY0867.and adjusted by the National Geodetic Survey in June 1991..
 SY0867.WARNING-Repeat measurements at this control monument indicate possible
 SY0867.vertical movement.
 SY0867
 SY0867.This Tidal Bench Mark is designated as VM 9185
 SY0867.by the Center for Operational Oceanographic Products and Services.
 SY0867
 SY0867.The geoid height was determined by GEOID03.
 SY0867
 SY0867.The dynamic height is computed by dividing the NAVD 88
 SY0867.geopotential number by the normal gravity value computed on the
 SY0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0867.degrees latitude (g = 980.6199 gals.).
 SY0867
 SY0867.The modeled gravity was interpolated from observed gravity values.
 SY0867
 SY0867;                    North         East    Units  Estimated Accuracy
 SY0867;SPC WA S     -   193,530.      317,500.      MT  (+/- 180 meters Scaled)
 SY0867
 SY0867                          SUPERSEDED SURVEY CONTROL
 SY0867
 SY0867  NGVD 29 (05/16/90)    3.077  (m)           10.10   (f) ADJUSTED    1 1
 SY0867
 SY0867.Superseded values are not recommended for survey control.
 SY0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0867.See file dsdata.txt to determine how the superseded data were derived.
 SY0867
 SY0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET074106(NAD 83)
 SY0867_MARKER: DJ = TIDAL STATION DISK
 SY0867_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY0867_SP_SET: WALL
 SY0867_STAMPING: 8 1923
 SY0867_MARK LOGO: CGS   
 SY0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0867
 SY0867  HISTORY     - Date     Condition        Report By
 SY0867  HISTORY     - 1923     MONUMENTED       CGS
 SY0867  HISTORY     - 1973     GOOD             NGS
 SY0867  HISTORY     - 1987     GOOD             USPSQD
 SY0867  HISTORY     - 1987     GOOD             NGS
 SY0867  HISTORY     - 20050204 MARK NOT FOUND   GEOCAC
 SY0867
 SY0867                          STATION DESCRIPTION
 SY0867
 SY0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0867'IN OLYMPIA.
 SY0867'AT OLYMPIA, AT THE NORTHWEST CORNER OF THE JUNCTION OF CAPITOL WAY AND
 SY0867'B AVENUE, SET VERTICALLY IN THE WEST FACE OF A 4-FOOT-HIGH CONCRETE
 SY0867'WALL AROUND STANDARD OIL COMPANY STORAGE TANKS, 3.2 FEET SOUTH OF THE
 SY0867'NORTHWEST CORNER OF THE WALL, 260 FEET NORTH OF THE NORTH CURB OF THE
 SY0867'AVENUE, 237.5 FEET WEST OF THE WEST CURB OF THE WAY, 2.0 FEET EAST OF
 SY0867'THE CENTER OF A FIRE HYDRANT, ABOUT 4 FEET LOWER THAN THE TOP OF THE
 SY0867'WALL, ABOUT 1/2 FOOT HIGHER THAN THE WAY AND LEVEL WITH THE GROUND.
 SY0867'T18N, R 2W.
 SY0867
 SY0867                          STATION RECOVERY (1987)
 SY0867
 SY0867'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SY0867'RECOVERED IN GOOD CONDITION.
 SY0867
 SY0867                          STATION RECOVERY (1987)
 SY0867
 SY0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SY0867'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 SY0867'ADD-- 5.0 M (16.4 FT) SOUTHEAST OF A YELLOW FIRE HYDRANT.
 SY0867'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 SY0867
 SY0867                          STATION RECOVERY (2005)
 SY0867
 SY0867'RECOVERY NOTE BY GEOCACHING 2005 (CMS)
 SY0867'THIS ENTIRE AREA WAS REDEVELOPED IN THE 1990S. A FIRE HYDRANT STILL
 SY0867'EXISTS AT THE DESCRIBED LOCATION, BUT THE WALL THE MARK WAS SET IN IS
 SY0867'GONE, AND A NEW BUILDING HAS BEEN ERECTED AT THE SITE. PRESUMED
 SY0867'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0868 ***********************************************************************
 SY0868  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0868  DESIGNATION -  944 6969 TIDAL 9
 SY0868  PID         -  SY0868
 SY0868  STATE/COUNTY-  WA/THURSTON
 SY0868  USGS QUAD   -  TUMWATER (1994)
 SY0868
 SY0868                         *CURRENT SURVEY CONTROL
 SY0868  ___________________________________________________________________
 SY0868* NAD 83(1986)-  47 02 59.     (N)    122 54 10.     (W)     SCALED    
 SY0868* NAVD 88     -         4.192  (meters)      13.75   (feet)  ADJUSTED  
 SY0868  ___________________________________________________________________
 SY0868  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SY0868  DYNAMIC HT  -           4.193 (meters)      13.76  (feet)  COMP
 SY0868  MODELED GRAV-     980,802.8   (mgal)                       NAVD 88
 SY0868
 SY0868  VERT ORDER  -  FIRST     CLASS I
 SY0868
 SY0868.The horizontal coordinates were scaled from a topographic map and have
 SY0868.an estimated accuracy of +/- 6 seconds.
 SY0868
 SY0868.The orthometric height was determined by differential leveling
 SY0868.and adjusted by the National Geodetic Survey in June 1991..
 SY0868.WARNING-Repeat measurements at this control monument indicate possible
 SY0868.vertical movement.
 SY0868
 SY0868.This Tidal Bench Mark is designated as VM 9186
 SY0868.by the Center for Operational Oceanographic Products and Services.
 SY0868
 SY0868.The geoid height was determined by GEOID03.
 SY0868
 SY0868.The dynamic height is computed by dividing the NAVD 88
 SY0868.geopotential number by the normal gravity value computed on the
 SY0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0868.degrees latitude (g = 980.6199 gals.).
 SY0868
 SY0868.The modeled gravity was interpolated from observed gravity values.
 SY0868
 SY0868;                    North         East    Units  Estimated Accuracy
 SY0868;SPC WA S     -   193,560.      317,460.      MT  (+/- 180 meters Scaled)
 SY0868
 SY0868                          SUPERSEDED SURVEY CONTROL
 SY0868
 SY0868  NGVD 29 (05/16/90)    3.154  (m)           10.35   (f) ADJUSTED    1 1
 SY0868
 SY0868.Superseded values are not recommended for survey control.
 SY0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0868.See file dsdata.txt to determine how the superseded data were derived.
 SY0868
 SY0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET073106(NAD 83)
 SY0868_MARKER: DJ = TIDAL STATION DISK
 SY0868_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY0868_SP_SET: WALL
 SY0868_STAMPING: 9 1923
 SY0868_MARK LOGO: CGS   
 SY0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0868
 SY0868  HISTORY     - Date     Condition        Report By
 SY0868  HISTORY     - 1923     MONUMENTED       CGS
 SY0868  HISTORY     - 1973     GOOD             NGS
 SY0868  HISTORY     - 1987     GOOD             USPSQD
 SY0868  HISTORY     - 1987     GOOD             NGS
 SY0868  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 SY0868
 SY0868                          STATION DESCRIPTION
 SY0868
 SY0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0868'IN OLYMPIA.
 SY0868'AT OLYMPIA, AT THE NORTHWEST CORNER OF THE JUNCTION OF NORTH CAPITOL
 SY0868'WAY AND B AVENUE, SET VERTICALLY IN THE NORTH FACE OF A 4-FOOT-HIGH
 SY0868'CONCRETE WALL AROUND THE STANDARD OIL COMPANY STORAGE TANKS, 19.0 FEET
 SY0868'WEST OF THE NORTHEAST CORNER OF THE WALL, 4.0 FEET LOWER THAN THE TOP
 SY0868'OF THE WALL, 260 FEET NORTH OF THE NORTH CURB OF THE AVENUE, 31.5 FEET
 SY0868'WEST OF THE WEST CURB OF THE WAY, ABOUT 1/2 FOOT HIGHER THAN THE WAY
 SY0868'AND 0.5 FOOT ABOVE THE GROUND.  T18N, R2W.
 SY0868
 SY0868                          STATION RECOVERY (1987)
 SY0868
 SY0868'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SY0868'RECOVERED IN GOOD CONDITION.
 SY0868
 SY0868                          STATION RECOVERY (1987)
 SY0868
 SY0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SY0868'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 SY0868'ADD-- 9.45 M (31.0 FT) WEST OF THE WEST CURB OF CAPITOL WAY AND 10.36
 SY0868'M (34.0 FT) SOUTH OF CORKEY AVENUE.
 SY0868'THE MARK IS 0.08 M BELOW THE SIDEWALK.
 SY0868
 SY0868                          STATION RECOVERY (2006)
 SY0868
 SY0868'RECOVERY NOTE BY US POWER SQUADRON 2006 (KK)
 SY0868'MARK NOT FOUND.  ENTIRE AREA HAS BEEN REDEVELOPED AS A MIXED
 SY0868'COMMERCIAL AND RETAIL CENTER.  THE STORAGE TANKS AND RETAINING WALL
 SY0868'ARE NO LONGER IN EXISTENCE.  MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0269 ***********************************************************************
 SY0269  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0269  DESIGNATION -  944 7110 TIDAL 1
 SY0269  PID         -  SY0269
 SY0269  STATE/COUNTY-  WA/KING
 SY0269  USGS QUAD   -  POVERTY BAY (1994)
 SY0269
 SY0269                         *CURRENT SURVEY CONTROL
 SY0269  ___________________________________________________________________
 SY0269* NAD 83(1986)-  47 34 44.     (N)    122 21 18.     (W)     SCALED    
 SY0269* NAVD 88     -         4.112  (meters)      13.49   (feet)  ADJUSTED  
 SY0269  ___________________________________________________________________
 SY0269  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SY0269  DYNAMIC HT  -           4.112 (meters)      13.49  (feet)  COMP
 SY0269  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 SY0269
 SY0269  VERT ORDER  -  SECOND    CLASS 0
 SY0269
 SY0269.The horizontal coordinates were scaled from a topographic map and have
 SY0269.an estimated accuracy of +/- 6 seconds.
 SY0269
 SY0269.The orthometric height was determined by differential leveling
 SY0269.and adjusted by the National Geodetic Survey in June 1991..
 SY0269
 SY0269.This Tidal Bench Mark is designated as VM 14827
 SY0269.by the Center for Operational Oceanographic Products and Services.
 SY0269
 SY0269.The geoid height was determined by GEOID03.
 SY0269
 SY0269.The dynamic height is computed by dividing the NAVD 88
 SY0269.geopotential number by the normal gravity value computed on the
 SY0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0269.degrees latitude (g = 980.6199 gals.).
 SY0269
 SY0269.The modeled gravity was interpolated from observed gravity values.
 SY0269
 SY0269;                    North         East    Units  Estimated Accuracy
 SY0269;SPC WA N     -    65,490.      385,530.      MT  (+/- 180 meters Scaled)
 SY0269
 SY0269                          SUPERSEDED SURVEY CONTROL
 SY0269
 SY0269  NGVD 29 (??/??/??)    3.022  (m)            9.91   (f) ADJUSTED    2 0
 SY0269
 SY0269.Superseded values are not recommended for survey control.
 SY0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0269.See file dsdata.txt to determine how the superseded data were derived.
 SY0269
 SY0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET485696(NAD 83)
 SY0269_MARKER: DJ = TIDAL STATION DISK
 SY0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0269_SP_SET: FUNDATION
 SY0269_STAMPING: TIDAL 1 1967
 SY0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0269
 SY0269  HISTORY     - Date     Condition        Report By
 SY0269  HISTORY     - 1967     MONUMENTED       CGS
 SY0269  HISTORY     - 1975     GOOD             NGS
 SY0269
 SY0269                          STATION DESCRIPTION
 SY0269
 SY0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 SY0269'IN SEATTLE.
 SY0269'ON HARBOR ISLAND, AT THE LOCKHEED SHIPBUILDING AND CONSTRUCTION CO.,
 SY0269'PLANT NO. 1.  SET FLUSH IN THE CONCRETE FOUNDATION THAT SUPPORTS THE
 SY0269'MOVABLE CRANES TRACK.  37 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 SY0269'OF BUILDING NO. 110.  10 FEET EAST OF A FIREHYDRANT AND 2.2 FEET SPUTH
 SY0269'OF THE WOVEN WIRE FENCE THAT RUNS ALONG THE SOUTHWEST EDGE OF S.W.
 SY0269'LANDER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0266 ***********************************************************************
 SY0266  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0266  DESIGNATION -  944 7110 TIDAL 2
 SY0266  PID         -  SY0266
 SY0266  STATE/COUNTY-  WA/KING
 SY0266  USGS QUAD   -  POVERTY BAY (1994)
 SY0266
 SY0266                         *CURRENT SURVEY CONTROL
 SY0266  ___________________________________________________________________
 SY0266* NAD 83(1986)-  47 34 36.     (N)    122 21 22.     (W)     SCALED    
 SY0266* NAVD 88     -         4.326  (meters)      14.19   (feet)  ADJUSTED  
 SY0266  ___________________________________________________________________
 SY0266  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SY0266  DYNAMIC HT  -           4.326 (meters)      14.19  (feet)  COMP
 SY0266  MODELED GRAV-     980,733.1   (mgal)                       NAVD 88
 SY0266
 SY0266  VERT ORDER  -  SECOND    CLASS 0
 SY0266
 SY0266.The horizontal coordinates were scaled from a topographic map and have
 SY0266.an estimated accuracy of +/- 6 seconds.
 SY0266
 SY0266.The orthometric height was determined by differential leveling
 SY0266.and adjusted by the National Geodetic Survey in June 1991..
 SY0266
 SY0266.This Tidal Bench Mark is designated as VM 14828
 SY0266.by the Center for Operational Oceanographic Products and Services.
 SY0266
 SY0266.The geoid height was determined by GEOID03.
 SY0266
 SY0266.The dynamic height is computed by dividing the NAVD 88
 SY0266.geopotential number by the normal gravity value computed on the
 SY0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0266.degrees latitude (g = 980.6199 gals.).
 SY0266
 SY0266.The modeled gravity was interpolated from observed gravity values.
 SY0266
 SY0266;                    North         East    Units  Estimated Accuracy
 SY0266;SPC WA N     -    65,250.      385,450.      MT  (+/- 180 meters Scaled)
 SY0266
 SY0266                          SUPERSEDED SURVEY CONTROL
 SY0266
 SY0266  NGVD 29 (??/??/??)    3.236  (m)           10.62   (f) ADJUSTED    2 0
 SY0266
 SY0266.Superseded values are not recommended for survey control.
 SY0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0266.See file dsdata.txt to determine how the superseded data were derived.
 SY0266
 SY0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET484694(NAD 83)
 SY0266_MARKER: DJ = TIDAL STATION DISK
 SY0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0266_SP_SET: SIDE WALK
 SY0266_STAMPING: TIDAL 2 1967
 SY0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0266
 SY0266  HISTORY     - Date     Condition        Report By
 SY0266  HISTORY     - 1967     MONUMENTED       CGS
 SY0266  HISTORY     - 1975     GOOD             NGS
 SY0266
 SY0266                          STATION DESCRIPTION
 SY0266
 SY0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 SY0266'IN SEATTLE.
 SY0266'ON HARBOR ISLAND AT LOCKHEED SHIPBUILDING AND CONSTRUCTION CO., PLANT
 SY0266'NO. 1. SET FLUSH IN A CONCRETE WALK ON THE EAST SIDE OF BUILDING NO.
 SY0266'105.  29 FEET NORTH OF CENTERLINE OF THE MAIN GATE ENTRANCE TO
 SY0266'LOCKHEED PLANT NO. 1.  25 FEET WEST OF THE CENTERLINE OF THE SOUTH
 SY0266'BOUND LANE OF 16TH AVENUE S.W.  12 FEET NORTH OF THE WOVEN WIRE FENCE
 SY0266'CORNER AT THE MAIN GATE ENTRANCE, AND 0.5 FEET EAST OF THE SAME WOVEN
 SY0266'WIRE FENCE WHICH RUNS ALONG THE WEST EDGE OF THE SOUTH BOUND LANE OF
 SY0266'16TH AVE. S.W.
 SY0266
 SY0266                          STATION RECOVERY (1975)
 SY0266
 SY0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SY0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0268 ***********************************************************************
 SY0268  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0268  DESIGNATION -  944 7110 TIDAL 3
 SY0268  PID         -  SY0268
 SY0268  STATE/COUNTY-  WA/KING
 SY0268  USGS QUAD   -  POVERTY BAY (1994)
 SY0268
 SY0268                         *CURRENT SURVEY CONTROL
 SY0268  ___________________________________________________________________
 SY0268* NAD 83(1986)-  47 34 29.     (N)    122 21 19.     (W)     SCALED    
 SY0268* NAVD 88     -         4.593  (meters)      15.07   (feet)  ADJUSTED  
 SY0268  ___________________________________________________________________
 SY0268  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SY0268  DYNAMIC HT  -           4.594 (meters)      15.07  (feet)  COMP
 SY0268  MODELED GRAV-     980,733.5   (mgal)                       NAVD 88
 SY0268
 SY0268  VERT ORDER  -  SECOND    CLASS 0
 SY0268
 SY0268.The horizontal coordinates were scaled from a topographic map and have
 SY0268.an estimated accuracy of +/- 6 seconds.
 SY0268
 SY0268.The orthometric height was determined by differential leveling
 SY0268.and adjusted by the National Geodetic Survey in June 1991..
 SY0268
 SY0268.This Tidal Bench Mark is designated as VM 14829
 SY0268.by the Center for Operational Oceanographic Products and Services.
 SY0268
 SY0268.The geoid height was determined by GEOID03.
 SY0268
 SY0268.The dynamic height is computed by dividing the NAVD 88
 SY0268.geopotential number by the normal gravity value computed on the
 SY0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0268.degrees latitude (g = 980.6199 gals.).
 SY0268
 SY0268.The modeled gravity was interpolated from observed gravity values.
 SY0268
 SY0268;                    North         East    Units  Estimated Accuracy
 SY0268;SPC WA N     -    65,030.      385,500.      MT  (+/- 180 meters Scaled)
 SY0268
 SY0268                          SUPERSEDED SURVEY CONTROL
 SY0268
 SY0268  NGVD 29 (??/??/??)    3.503  (m)           11.49   (f) ADJUSTED    2 0
 SY0268
 SY0268.Superseded values are not recommended for survey control.
 SY0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0268.See file dsdata.txt to determine how the superseded data were derived.
 SY0268
 SY0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET484692(NAD 83)
 SY0268_MARKER: DJ = TIDAL STATION DISK
 SY0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0268_SP_SET: FOUNDATION
 SY0268_STAMPING: TIDAL 3 1967
 SY0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0268
 SY0268  HISTORY     - Date     Condition        Report By
 SY0268  HISTORY     - 1967     MONUMENTED       CGS
 SY0268  HISTORY     - 1975     GOOD             NGS
 SY0268
 SY0268                          STATION DESCRIPTION
 SY0268
 SY0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 SY0268'IN SEATTLE.
 SY0268'ON HARBOR ISLAND, AT TODD SHIPYARD.  SET FLUSH IN THE RAISED
 SY0268'PROJECTION OF THE CONCRETE FOUNDATION OF THE ALUMINUM FABRICATION
 SY0268'SHOP.  90 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN OFFICE
 SY0268'BUILDING OF THE TODD SHIPYARD, 2.4 FEET WEST OF THE SOUTHEAST CORNER
 SY0268'OF THE ALUMINUM FABRICATION SHOP AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 SY0268'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0274 ***********************************************************************
 SY0274  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0274  DESIGNATION -  944 7110 TIDAL 5
 SY0274  PID         -  SY0274
 SY0274  STATE/COUNTY-  WA/KING
 SY0274  USGS QUAD   -  POVERTY BAY (1994)
 SY0274
 SY0274                         *CURRENT SURVEY CONTROL
 SY0274  ___________________________________________________________________
 SY0274* NAD 83(1986)-  47 35 02.     (N)    122 21 45.     (W)     SCALED    
 SY0274* NAVD 88     -         4.357  (meters)      14.29   (feet)  ADJUSTED  
 SY0274  ___________________________________________________________________
 SY0274  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 SY0274  DYNAMIC HT  -           4.358 (meters)      14.30  (feet)  COMP
 SY0274  MODELED GRAV-     980,731.5   (mgal)                       NAVD 88
 SY0274
 SY0274  VERT ORDER  -  SECOND    CLASS I
 SY0274
 SY0274.The horizontal coordinates were scaled from a topographic map and have
 SY0274.an estimated accuracy of +/- 6 seconds.
 SY0274
 SY0274.The orthometric height was determined by differential leveling
 SY0274.and adjusted by the National Geodetic Survey in June 1991..
 SY0274
 SY0274.This Tidal Bench Mark is designated as VM 14832
 SY0274.by the Center for Operational Oceanographic Products and Services.
 SY0274
 SY0274.The geoid height was determined by GEOID03.
 SY0274
 SY0274.The dynamic height is computed by dividing the NAVD 88
 SY0274.geopotential number by the normal gravity value computed on the
 SY0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0274.degrees latitude (g = 980.6199 gals.).
 SY0274
 SY0274.The modeled gravity was interpolated from observed gravity values.
 SY0274
 SY0274;                    North         East    Units  Estimated Accuracy
 SY0274;SPC WA N     -    66,060.      384,980.      MT  (+/- 180 meters Scaled)
 SY0274
 SY0274                          SUPERSEDED SURVEY CONTROL
 SY0274
 SY0274  NGVD 29 (??/??/??)    3.267  (m)           10.72   (f) ADJUSTED    2 1
 SY0274
 SY0274.Superseded values are not recommended for survey control.
 SY0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0274.See file dsdata.txt to determine how the superseded data were derived.
 SY0274
 SY0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET479702(NAD 83)
 SY0274_MARKER: DJ = TIDAL STATION DISK
 SY0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0274_SP_SET: FOUNDATION
 SY0274_STAMPING: TIDAL BM 5 1975
 SY0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0274
 SY0274  HISTORY     - Date     Condition        Report By
 SY0274  HISTORY     - 1975     MONUMENTED       NGS
 SY0274
 SY0274                          STATION DESCRIPTION
 SY0274
 SY0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 SY0274'IN SEATTLE.
 SY0274'LOCATED IN THE CITY OF SEATTLE, ACROSS THE WEST WATERWAY (WEST OF)
 SY0274'HARBOR ISLAND, AT THE NORTH END OF 26TH AVENUE SOUTHWEST AND ON THE
 SY0274'PROPERTY OF THE PLANT NO. 2 OF THE LOCKHEED SHIPBUILDING AND
 SY0274'CONSTRUCTION CO. 176 FEET WEST OF THE CENTERLINE OF PIER 21, 49 FEET
 SY0274'SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING 21, 37.5 FEET NORTH OF
 SY0274'BUILDING NO. 201.  SET IN THE CONCRETE FOUNDATION OF A SEWER
 SY0274'INSPECTION COVER, FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0273 ***********************************************************************
 SY0273  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0273  DESIGNATION -  944 7110 TIDAL 6
 SY0273  PID         -  SY0273
 SY0273  STATE/COUNTY-  WA/KING
 SY0273  USGS QUAD   -  POVERTY BAY (1994)
 SY0273
 SY0273                         *CURRENT SURVEY CONTROL
 SY0273  ___________________________________________________________________
 SY0273* NAD 83(1986)-  47 35 02.     (N)    122 21 49.     (W)     SCALED    
 SY0273* NAVD 88     -         4.351  (meters)      14.27   (feet)  ADJUSTED  
 SY0273  ___________________________________________________________________
 SY0273  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 SY0273  DYNAMIC HT  -           4.351 (meters)      14.27  (feet)  COMP
 SY0273  MODELED GRAV-     980,731.7   (mgal)                       NAVD 88
 SY0273
 SY0273  VERT ORDER  -  SECOND    CLASS I
 SY0273
 SY0273.The horizontal coordinates were scaled from a topographic map and have
 SY0273.an estimated accuracy of +/- 6 seconds.
 SY0273
 SY0273.The orthometric height was determined by differential leveling
 SY0273.and adjusted by the National Geodetic Survey in June 1991..
 SY0273
 SY0273.This Tidal Bench Mark is designated as VM 14833
 SY0273.by the Center for Operational Oceanographic Products and Services.
 SY0273
 SY0273.The geoid height was determined by GEOID03.
 SY0273
 SY0273.The dynamic height is computed by dividing the NAVD 88
 SY0273.geopotential number by the normal gravity value computed on the
 SY0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0273.degrees latitude (g = 980.6199 gals.).
 SY0273
 SY0273.The modeled gravity was interpolated from observed gravity values.
 SY0273
 SY0273;                    North         East    Units  Estimated Accuracy
 SY0273;SPC WA N     -    66,060.      384,900.      MT  (+/- 180 meters Scaled)
 SY0273
 SY0273                          SUPERSEDED SURVEY CONTROL
 SY0273
 SY0273  NGVD 29 (??/??/??)    3.261  (m)           10.70   (f) ADJUSTED    2 1
 SY0273
 SY0273.Superseded values are not recommended for survey control.
 SY0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0273.See file dsdata.txt to determine how the superseded data were derived.
 SY0273
 SY0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET478702(NAD 83)
 SY0273_MARKER: DJ = TIDAL STATION DISK
 SY0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0273_SP_SET: FOOTING
 SY0273_STAMPING: TIDAL BM 6 1975
 SY0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0273
 SY0273  HISTORY     - Date     Condition        Report By
 SY0273  HISTORY     - 1975     MONUMENTED       NGS
 SY0273  HISTORY     - 1976     GOOD             NGS
 SY0273
 SY0273                          STATION DESCRIPTION
 SY0273
 SY0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 SY0273'IN SEATTLE.
 SY0273'LOCATED IN THE CITY OF SEATTLE, ACROSS THE WEST WATERWAY (WEST OF)
 SY0273'HARBOR ISLAND, AT THE NORTH END OF 26TH AVENUE SOUTHWEST AND ON THE
 SY0273'PROPERTY OF PLANT NO. 2 OF THE LOCKHEED SHIPBUILDING AND CONSTRUCTION
 SY0273'CO. 51 FEET WEST OF THE EXTENDED EAST WALL OF BUILDING NO. 208, 28.5
 SY0273'FEET EAST OF THE EXTENDED CENTERLINE OF PIER 23, 16 FEET NORTH OF
 SY0273'BUILDING NO. 208 AND ABOUT 0.4 FEET ABOVE THE SURFACE OF THE ADJOINING
 SY0273'PAVEMENT.  SET IN A DRILL HOLE AT THE NORTHEAST CORNER OF THE
 SY0273'NORTHEAST CONCRETE FOOTING OF A SAWDUST HOPPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0271 ***********************************************************************
 SY0271  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0271  DESIGNATION -  944 7110 TIDAL 7
 SY0271  PID         -  SY0271
 SY0271  STATE/COUNTY-  WA/KING
 SY0271  USGS QUAD   -  POVERTY BAY (1994)
 SY0271
 SY0271                         *CURRENT SURVEY CONTROL
 SY0271  ___________________________________________________________________
 SY0271* NAD 83(1986)-  47 34 41.     (N)    122 21 50.     (W)     SCALED    
 SY0271* NAVD 88     -         5.669  (meters)      18.60   (feet)  ADJUSTED  
 SY0271  ___________________________________________________________________
 SY0271  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SY0271  DYNAMIC HT  -           5.670 (meters)      18.60  (feet)  COMP
 SY0271  MODELED GRAV-     980,733.9   (mgal)                       NAVD 88
 SY0271
 SY0271  VERT ORDER  -  SECOND    CLASS I
 SY0271
 SY0271.The horizontal coordinates were scaled from a topographic map and have
 SY0271.an estimated accuracy of +/- 6 seconds.
 SY0271
 SY0271.The orthometric height was determined by differential leveling
 SY0271.and adjusted by the National Geodetic Survey in June 1991..
 SY0271
 SY0271.This Tidal Bench Mark is designated as VM 14834
 SY0271.by the Center for Operational Oceanographic Products and Services.
 SY0271
 SY0271.The geoid height was determined by GEOID03.
 SY0271
 SY0271.The dynamic height is computed by dividing the NAVD 88
 SY0271.geopotential number by the normal gravity value computed on the
 SY0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0271.degrees latitude (g = 980.6199 gals.).
 SY0271
 SY0271.The modeled gravity was interpolated from observed gravity values.
 SY0271
 SY0271;                    North         East    Units  Estimated Accuracy
 SY0271;SPC WA N     -    65,410.      384,860.      MT  (+/- 180 meters Scaled)
 SY0271
 SY0271                          SUPERSEDED SURVEY CONTROL
 SY0271
 SY0271  NGVD 29 (??/??/??)    4.579  (m)           15.02   (f) ADJUSTED    2 1
 SY0271
 SY0271.Superseded values are not recommended for survey control.
 SY0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0271.See file dsdata.txt to determine how the superseded data were derived.
 SY0271
 SY0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET478696(NAD 83)
 SY0271_MARKER: DJ = TIDAL STATION DISK
 SY0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0271_SP_SET: BUILDING
 SY0271_STAMPING: TIDAL BM 7 1975
 SY0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0271
 SY0271  HISTORY     - Date     Condition        Report By
 SY0271  HISTORY     - 1975     MONUMENTED       NGS
 SY0271
 SY0271                          STATION DESCRIPTION
 SY0271
 SY0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 SY0271'IN SEATTLE.
 SY0271'LOCATED IN THE SOUTHWEST SECTION OF THE CITY OF SEATTLE, WEST OF AND
 SY0271'ACROSS THE WEST WATERWAY FROM HARBOR ISLAND, AT 2645 26TH AVENUE
 SY0271'SOTHWEST, AT THE NORTHEAST CORNER OF THE OLYMPIC S.S. COMPANY SALMON
 SY0271'TERMINALS.  THE MARK IS SET VERTICALLY 225 FEET SOUTH OF THE SOUTHEAST
 SY0271'CORNER OF THE SEA LAND COMPANY BUILDING, 95 FEET EAST OF THE
 SY0271'CENTERLINE OF 26TH AVENUE, AND ABOUT 2.5 FEET ABOVE THE SURFACE OF THE
 SY0271'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0270 ***********************************************************************
 SY0270  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0270  DESIGNATION -  944 7110 TIDAL 8
 SY0270  PID         -  SY0270
 SY0270  STATE/COUNTY-  WA/KING
 SY0270  USGS QUAD   -  POVERTY BAY (1994)
 SY0270
 SY0270                         *CURRENT SURVEY CONTROL
 SY0270  ___________________________________________________________________
 SY0270* NAD 83(1986)-  47 34 27.     (N)    122 21 50.     (W)     SCALED    
 SY0270* NAVD 88     -         4.970  (meters)      16.31   (feet)  ADJUSTED  
 SY0270  ___________________________________________________________________
 SY0270  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SY0270  DYNAMIC HT  -           4.970 (meters)      16.31  (feet)  COMP
 SY0270  MODELED GRAV-     980,735.4   (mgal)                       NAVD 88
 SY0270
 SY0270  VERT ORDER  -  SECOND    CLASS I
 SY0270
 SY0270.The horizontal coordinates were scaled from a topographic map and have
 SY0270.an estimated accuracy of +/- 6 seconds.
 SY0270
 SY0270.The orthometric height was determined by differential leveling
 SY0270.and adjusted by the National Geodetic Survey in June 1991..
 SY0270
 SY0270.This Tidal Bench Mark is designated as VM 14835
 SY0270.by the Center for Operational Oceanographic Products and Services.
 SY0270
 SY0270.The geoid height was determined by GEOID03.
 SY0270
 SY0270.The dynamic height is computed by dividing the NAVD 88
 SY0270.geopotential number by the normal gravity value computed on the
 SY0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0270.degrees latitude (g = 980.6199 gals.).
 SY0270
 SY0270.The modeled gravity was interpolated from observed gravity values.
 SY0270
 SY0270;                    North         East    Units  Estimated Accuracy
 SY0270;SPC WA N     -    64,980.      384,850.      MT  (+/- 180 meters Scaled)
 SY0270
 SY0270                          SUPERSEDED SURVEY CONTROL
 SY0270
 SY0270  NGVD 29 (??/??/??)    3.880  (m)           12.73   (f) ADJUSTED    2 1
 SY0270
 SY0270.Superseded values are not recommended for survey control.
 SY0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0270.See file dsdata.txt to determine how the superseded data were derived.
 SY0270
 SY0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET478691(NAD 83)
 SY0270_MARKER: DJ = TIDAL STATION DISK
 SY0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0270_SP_SET: BUILDING
 SY0270_STAMPING: TIDAL BM 8 1975
 SY0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0270
 SY0270  HISTORY     - Date     Condition        Report By
 SY0270  HISTORY     - 1975     MONUMENTED       NGS
 SY0270  HISTORY     - 1976     GOOD             NGS
 SY0270
 SY0270                          STATION DESCRIPTION
 SY0270
 SY0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 SY0270'IN SEATTLE.
 SY0270'LOCATED IN THE SOUTHWEST SECTION OF THE CITY OF SEATTLE, ON THE
 SY0270'EASTERNMOST WINDOW OF THE NORTH WALL OF THE MAIN OFFICE BUILDING OF
 SY0270'THE SEA LAND COMPANY, AT 2805 26TH AVENUE SOUTHWEST, 123.5 FEET WEST
 SY0270'OF THE CENTERLINE OF 26TH AVENUE, 9 FEET WEST OF THE NORTHEAST CORNER
 SY0270'OF THE BUILDING AND 2 FEET ABOVE THE GROUND.  SET ON THE WINDOW LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0272 ***********************************************************************
 SY0272  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0272  DESIGNATION -  944 7110 TIDAL 9
 SY0272  PID         -  SY0272
 SY0272  STATE/COUNTY-  WA/KING
 SY0272  USGS QUAD   -  POVERTY BAY (1994)
 SY0272
 SY0272                         *CURRENT SURVEY CONTROL
 SY0272  ___________________________________________________________________
 SY0272* NAD 83(1986)-  47 34 54.     (N)    122 21 50.     (W)     SCALED    
 SY0272* NAVD 88     -         5.020  (meters)      16.47   (feet)  ADJUSTED  
 SY0272  ___________________________________________________________________
 SY0272  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SY0272  DYNAMIC HT  -           5.020 (meters)      16.47  (feet)  COMP
 SY0272  MODELED GRAV-     980,732.5   (mgal)                       NAVD 88
 SY0272
 SY0272  VERT ORDER  -  SECOND    CLASS I
 SY0272
 SY0272.The horizontal coordinates were scaled from a topographic map and have
 SY0272.an estimated accuracy of +/- 6 seconds.
 SY0272
 SY0272.The orthometric height was determined by differential leveling
 SY0272.and adjusted by the National Geodetic Survey in June 1991..
 SY0272
 SY0272.This Tidal Bench Mark is designated as VM 14836
 SY0272.by the Center for Operational Oceanographic Products and Services.
 SY0272
 SY0272.The geoid height was determined by GEOID03.
 SY0272
 SY0272.The dynamic height is computed by dividing the NAVD 88
 SY0272.geopotential number by the normal gravity value computed on the
 SY0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0272.degrees latitude (g = 980.6199 gals.).
 SY0272
 SY0272.The modeled gravity was interpolated from observed gravity values.
 SY0272
 SY0272;                    North         East    Units  Estimated Accuracy
 SY0272;SPC WA N     -    65,820.      384,870.      MT  (+/- 180 meters Scaled)
 SY0272
 SY0272                          SUPERSEDED SURVEY CONTROL
 SY0272
 SY0272  NGVD 29 (??/??/??)    3.930  (m)           12.89   (f) ADJUSTED    2 1
 SY0272
 SY0272.Superseded values are not recommended for survey control.
 SY0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0272.See file dsdata.txt to determine how the superseded data were derived.
 SY0272
 SY0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET478700(NAD 83)
 SY0272_MARKER: DJ = TIDAL STATION DISK
 SY0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0272_SP_SET: BUILDING
 SY0272_STAMPING: TIDAL BM 9 1975
 SY0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0272
 SY0272  HISTORY     - Date     Condition        Report By
 SY0272  HISTORY     - 1975     MONUMENTED       NGS
 SY0272
 SY0272                          STATION DESCRIPTION
 SY0272
 SY0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 SY0272'IN SEATTLE.
 SY0272'LOCATED IN THE SOUTHWEST SECTION OF THE CITY OF SEATTLE, WEST OF AND
 SY0272'ACROSS THE WEST WATERWAY FROM HARBOR ISLAND, AT THE KJR RADIO STATION
 SY0272'BUILDING NEAR THEIR TRANSMITTING TOWER AND AT 2600 26TH AVENUE
 SY0272'SOUTHWEST.  56 FEET EAST OF THE CENTERLINE OF 26TH AVENUE SOUTHWEST.
 SY0272'THE MARK IS SET VERTICALLY IN THE WEST WALL OF THE NORTHEAST CORNER OF
 SY0272'THE BUILDING AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0347 ***********************************************************************
 SY0347  DESIGNATION -  944 7126 TIDAL 3
 SY0347  PID         -  SY0347
 SY0347  STATE/COUNTY-  WA/KING
 SY0347  USGS QUAD   -  POVERTY BAY (1994)
 SY0347
 SY0347                         *CURRENT SURVEY CONTROL
 SY0347  ___________________________________________________________________
 SY0347* NAD 83(1986)-  47 36 05.     (N)    122 17 05.     (W)     SCALED    
 SY0347* NAVD 88     -        10.218  (meters)      33.52   (feet)  ADJUSTED  
 SY0347  ___________________________________________________________________
 SY0347  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SY0347  DYNAMIC HT  -          10.219 (meters)      33.53  (feet)  COMP
 SY0347  MODELED GRAV-     980,724.8   (mgal)                       NAVD 88
 SY0347
 SY0347  VERT ORDER  -  FIRST     CLASS II
 SY0347
 SY0347.The horizontal coordinates were scaled from a topographic map and have
 SY0347.an estimated accuracy of +/- 6 seconds.
 SY0347
 SY0347.The orthometric height was determined by differential leveling
 SY0347.and adjusted by the National Geodetic Survey in June 1991..
 SY0347
 SY0347.The geoid height was determined by GEOID03.
 SY0347
 SY0347.The dynamic height is computed by dividing the NAVD 88
 SY0347.geopotential number by the normal gravity value computed on the
 SY0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0347.degrees latitude (g = 980.6199 gals.).
 SY0347
 SY0347.The modeled gravity was interpolated from observed gravity values.
 SY0347
 SY0347;                    North         East    Units  Estimated Accuracy
 SY0347;SPC WA N     -    67,890.      390,870.      MT  (+/- 180 meters Scaled)
 SY0347
 SY0347                          SUPERSEDED SURVEY CONTROL
 SY0347
 SY0347  NGVD 29 (??/??/??)    9.127  (m)           29.94   (f) ADJUSTED    1 2
 SY0347
 SY0347.Superseded values are not recommended for survey control.
 SY0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0347.See file dsdata.txt to determine how the superseded data were derived.
 SY0347
 SY0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET537722(NAD 83)
 SY0347_MARKER: DJ = TIDAL STATION DISK
 SY0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0347_STAMPING: 3 1944
 SY0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0347+STABILITY: SURFACE MOTION
 SY0347
 SY0347  HISTORY     - Date     Condition        Report By
 SY0347  HISTORY     - 1944     MONUMENTED       CGS
 SY0347  HISTORY     - 1965     GOOD             CGS
 SY0347
 SY0347                          STATION DESCRIPTION
 SY0347
 SY0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0347'IN SEATTLE.
 SY0347'AT SEATTLE, AT THE INTERSECTION OF LAKE SIDE AVENUE AND E. YESLER WAY,
 SY0347'AT THE NORTH SIDE OF LESCHI PARK, 109 FEET EAST OF THE CENTER LINE OF
 SY0347'THE AVENUE, 43.5 FEET SOUTHWEST OF THE SOUTH CORNER OF A GROCERY
 SY0347'STORE, 38 FEET WEST OF A POWER POLE SUPPORTING TWO BOXES, 24.6 FEET
 SY0347'SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY HOUSE, 0.4 FOOT SOUTH
 SY0347'OF THE SOUTH EDGE OF AN EAST-WEST ROW OF HEDGE, ABOUT 1 FOOT HIGHER
 SY0347'THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT UNDER
 SY0347'GROUND, AND ENCASED IN A 10-INCH CLAY PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0346 ***********************************************************************
 SY0346  DESIGNATION -  944 7126 TIDAL 4
 SY0346  PID         -  SY0346
 SY0346  STATE/COUNTY-  WA/KING
 SY0346  USGS QUAD   -  POVERTY BAY (1994)
 SY0346
 SY0346                         *CURRENT SURVEY CONTROL
 SY0346  ___________________________________________________________________
 SY0346* NAD 83(1986)-  47 36 09.     (N)    122 17 04.     (W)     SCALED    
 SY0346* NAVD 88     -        10.804  (meters)      35.45   (feet)  ADJUSTED  
 SY0346  ___________________________________________________________________
 SY0346  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SY0346  DYNAMIC HT  -          10.805 (meters)      35.45  (feet)  COMP
 SY0346  MODELED GRAV-     980,724.2   (mgal)                       NAVD 88
 SY0346
 SY0346  VERT ORDER  -  FIRST     CLASS II
 SY0346
 SY0346.The horizontal coordinates were scaled from a topographic map and have
 SY0346.an estimated accuracy of +/- 6 seconds.
 SY0346
 SY0346.The orthometric height was determined by differential leveling
 SY0346.and adjusted by the National Geodetic Survey in June 1991..
 SY0346.WARNING-Repeat measurements at this control monument indicate possible
 SY0346.vertical movement.
 SY0346
 SY0346.The geoid height was determined by GEOID03.
 SY0346
 SY0346.The dynamic height is computed by dividing the NAVD 88
 SY0346.geopotential number by the normal gravity value computed on the
 SY0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0346.degrees latitude (g = 980.6199 gals.).
 SY0346
 SY0346.The modeled gravity was interpolated from observed gravity values.
 SY0346
 SY0346;                    North         East    Units  Estimated Accuracy
 SY0346;SPC WA N     -    68,020.      390,890.      MT  (+/- 180 meters Scaled)
 SY0346
 SY0346                          SUPERSEDED SURVEY CONTROL
 SY0346
 SY0346  NGVD 29 (??/??/??)    9.712  (m)           31.86   (f) ADJUSTED    1 2
 SY0346
 SY0346.Superseded values are not recommended for survey control.
 SY0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0346.See file dsdata.txt to determine how the superseded data were derived.
 SY0346
 SY0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET537723(NAD 83)
 SY0346_MARKER: DJ = TIDAL STATION DISK
 SY0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0346_SP_SET: BUILDING
 SY0346_STAMPING: 4 1944
 SY0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0346
 SY0346  HISTORY     - Date     Condition        Report By
 SY0346  HISTORY     - 1944     MONUMENTED       CGS
 SY0346  HISTORY     - 1965     GOOD             CGS
 SY0346  HISTORY     - 19910704 GOOD             USPSQD
 SY0346
 SY0346                          STATION DESCRIPTION
 SY0346
 SY0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0346'IN SEATTLE.
 SY0346'AT SEATTLE, AT THE JUNCTION OF LAKE SIDE AVENUE AND LAKE WASHINGTON
 SY0346'BOULEVARD E., 0.05 MILE SOUTH ALONG LAKESIDE AVENUE FROM THE JUNCTION
 SY0346'OF E. ALDER STREET, AT THE NORTH END OF A SERVICE STATION PARKING LOT,
 SY0346'IN THE TOP OF THE EAST END OF AND AT A CURVE IN A CONCRETE RETAINING
 SY0346'WALL, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, 46 1/2
 SY0346'FEET WEST OF THE CENTER LINE OF THE AVENUE, 2.5 FEET EAST OF A PIPE
 SY0346'SUPPORTING A STREET SIGN, AND ABOUT 1/2 FOOT HIGHER THAN THE PARKING
 SY0346'LOT PAVING.
 SY0346
 SY0346                          STATION RECOVERY (1991)
 SY0346
 SY0346'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTS)
 SY0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0290 ***********************************************************************
 SY0290  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0290  DESIGNATION -  944 7130 TIDAL 11
 SY0290  PID         -  SY0290
 SY0290  STATE/COUNTY-  WA/KING
 SY0290  USGS QUAD   -  POVERTY BAY (1994)
 SY0290
 SY0290                         *CURRENT SURVEY CONTROL
 SY0290  ___________________________________________________________________
 SY0290* NAD 83(1998)-  47 36 13.57331(N)    122 20 19.18257(W)     ADJUSTED  
 SY0290* NAVD 88     -         4.896  (meters)      16.06   (feet)  ADJUSTED  
 SY0290  ___________________________________________________________________
 SY0290  X           -  -2,304,629.712 (meters)                     COMP
 SY0290  Y           -  -3,640,123.172 (meters)                     COMP
 SY0290  Z           -   4,687,270.686 (meters)                     COMP
 SY0290  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 SY0290  ELLIP HEIGHT-         -18.79  (meters)          (03/21/00) GPS OBS
 SY0290  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY0290  DYNAMIC HT  -           4.897 (meters)      16.07  (feet)  COMP
 SY0290  MODELED GRAV-     980,724.3   (mgal)                       NAVD 88
 SY0290
 SY0290  HORZ ORDER  -  A
 SY0290  VERT ORDER  -  FIRST     CLASS I
 SY0290  ELLP ORDER  -  THIRD     CLASS II
 SY0290
 SY0290.The horizontal coordinates were established by GPS observations
 SY0290.and adjusted by the National Geodetic Survey in March 2000..
 SY0290.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY0290.DATUM ITEM on the data sheet items page.
 SY0290
 SY0290.The orthometric height was determined by differential leveling
 SY0290.and adjusted by the National Geodetic Survey in June 1991..
 SY0290.WARNING-Repeat measurements at this control monument indicate possible
 SY0290.vertical movement.
 SY0290
 SY0290.This Tidal Bench Mark is designated as VM 1135
 SY0290.by the Center for Operational Oceanographic Products and Services.
 SY0290
 SY0290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY0290
 SY0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0290
 SY0290.The ellipsoidal height was determined by GPS observations
 SY0290.and is referenced to NAD 83.
 SY0290
 SY0290.The geoid height was determined by GEOID03.
 SY0290
 SY0290.The dynamic height is computed by dividing the NAVD 88
 SY0290.geopotential number by the normal gravity value computed on the
 SY0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0290.degrees latitude (g = 980.6199 gals.).
 SY0290
 SY0290.The modeled gravity was interpolated from observed gravity values.
 SY0290
 SY0290;                    North         East     Units Scale Factor Converg.
 SY0290;SPC WA N     -    68,235.409   386,816.077   MT  0.99998226   -1 07 14.7
 SY0290;SPC WA N     -   223,869.00  1,269,079.08   sFT  0.99998226   -1 07 14.7
 SY0290;UTM  10      - 5,272,474.343   549,709.322   MT  0.99963037   +0 29 18.3
 SY0290
 SY0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0290!SPC WA N     -   1.00000295  x   0.99998226  =   0.99998521
 SY0290!UTM  10      -   1.00000295  x   0.99963037  =   0.99963331
 SY0290
 SY0290                          SUPERSEDED SURVEY CONTROL
 SY0290
 SY0290  NAD 83(1991)-  47 36 13.57165(N)    122 20 19.18377(W) AD(       ) B
 SY0290  ELLIP H (11/01/99)  -18.59   (m)                       GP(       ) 4 1
 SY0290  NAVD 88 (11/01/99)    4.90   (m)           16.1    (f) LEVELING    3  
 SY0290  NGVD 29 (??/??/??)    3.806  (m)           12.49   (f) ADJUSTED    1 1
 SY0290
 SY0290.Superseded values are not recommended for survey control.
 SY0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0290.See file dsdata.txt to determine how the superseded data were derived.
 SY0290
 SY0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4970972474(NAD 83)
 SY0290_MARKER: DJ = TIDAL STATION DISK
 SY0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0290_SP_SET: SET IN A LIGHT STRUCTURE
 SY0290_STAMPING: NO 11 1917
 SY0290_MARK LOGO: CGS   
 SY0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0290+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 SY0290
 SY0290  HISTORY     - Date     Condition        Report By
 SY0290  HISTORY     - 1917     MONUMENTED       CGS
 SY0290  HISTORY     - 1973     GOOD             NGS
 SY0290  HISTORY     - 19910704 GOOD             USPSQD
 SY0290  HISTORY     - 19981010 GOOD             NGS
 SY0290  HISTORY     - 20030112 GOOD             JCLS
 SY0290  HISTORY     - 20050430 GOOD             USPSQD
 SY0290  HISTORY     - 20060630 GOOD             USPSQD
 SY0290
 SY0290                          STATION DESCRIPTION
 SY0290
 SY0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0290'IN SEATTLE.
 SY0290'AT SEATTLE, AT THE JUNCTION OF ALASKAN WAY AND MADISON STREET, IN THE
 SY0290'TOP OF A CONCRETE SEA WALL, 15.1 FEET SOUTHWEST OF THE SOUTHWEST CURB
 SY0290'OF THE WAY, 21 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF THE
 SY0290'STREET, 4.2 FEET WEST OF THE SOUTHEAST END OF A CONCRETE GUARDRAIL,
 SY0290'1.8 FEET SOUTHWEST OF THE SOUTHWEST FACE OF THE GUARDRAIL, AND ABOUT 1
 SY0290'FOOT HIGHER THAN THE WAY.
 SY0290
 SY0290                          STATION RECOVERY (1991)
 SY0290
 SY0290'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTS)
 SY0290'RECOVERED IN GOOD CONDITION.
 SY0290
 SY0290                          STATION RECOVERY (1998)
 SY0290
 SY0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 SY0290'THE STATION IS LOCATED IN DOWNTOWN SEATTLE.  IT IS SET IN THE CONCRETE
 SY0290'DECK OF THE SEAWALL ON THE WEST SIDE OF ALASKAN WAY AT ITS JUNCTION
 SY0290'WITH MADISON STREET.  IT IS 1 FT (0.3 M) WEST OF THE WEST EDGE OF THE
 SY0290'SIDEWALK, 40.5 FT (12.3 M) NORTHEAST OF THE FIRE STATION OFFICE DOOR
 SY0290'AND SITUATED BETWEEN PIER 53 ON THE SOUTH AND PIER 54 (IVARS FISH BAR)
 SY0290'ON THE NORTH, 26 FT (7.9 M) IN AN EASTERLY DIRECTION FROM THE
 SY0290'NORTHEAST CORNER OF FIRE STATION NUMBER 5 AND 12 FT (3.7 M) SOUTH OF
 SY0290'THE SOUTH END OF A CONCRETE RAINING.  THE MARK IS 1 IN BELOW THE LEVEL
 SY0290'OF THE CONCRETE UNDER AN NGS ALUMINUM ALLOY ACCESS COVER. PARKING MAY
 SY0290'BE AN IMPORTANT CONSIDERATION AT THIS SITE WITH METERED PARKING
 SY0290'AVAILABLE ACROSS THE STREET OR THE FIRE DEPARTMENT MAY ALLOW PARKING
 SY0290'NEXT TO THE MARK WITH AN ADVANCE CALL MADE TO 206-386-1405.
 SY0290
 SY0290                          STATION RECOVERY (2003)
 SY0290
 SY0290'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (FJO)
 SY0290'RECOVERED IN GOOD CONDITION.
 SY0290
 SY0290                          STATION RECOVERY (2005)
 SY0290
 SY0290'RECOVERY NOTE BY US POWER SQUADRON 2005 (RSK)
 SY0290'RECOVERED AS DESCRIBED, MARKDER FADED AND WORN
 SY0290
 SY0290                          STATION RECOVERY (2006)
 SY0290
 SY0290'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0290'MARKER IS WORN, BUT STILL READABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0287 ***********************************************************************
 SY0287  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0287  DESIGNATION -  944 7130 TIDAL 13
 SY0287  PID         -  SY0287
 SY0287  STATE/COUNTY-  WA/KING
 SY0287  USGS QUAD   -  POVERTY BAY (1994)
 SY0287
 SY0287                         *CURRENT SURVEY CONTROL
 SY0287  ___________________________________________________________________
 SY0287* NAD 83(1986)-  47 36 10.     (N)    122 20 13.     (W)     SCALED    
 SY0287* NAVD 88     -         4.944  (meters)      16.22   (feet)  ADJUSTED  
 SY0287  ___________________________________________________________________
 SY0287  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY0287  DYNAMIC HT  -           4.945 (meters)      16.22  (feet)  COMP
 SY0287  MODELED GRAV-     980,724.2   (mgal)                       NAVD 88
 SY0287
 SY0287  VERT ORDER  -  FIRST     CLASS I
 SY0287
 SY0287.The horizontal coordinates were scaled from a topographic map and have
 SY0287.an estimated accuracy of +/- 6 seconds.
 SY0287
 SY0287.The orthometric height was determined by differential leveling
 SY0287.and adjusted by the National Geodetic Survey in June 1991..
 SY0287.WARNING-Repeat measurements at this control monument indicate possible
 SY0287.vertical movement.
 SY0287
 SY0287.This Tidal Bench Mark is designated as VM 1132
 SY0287.by the Center for Operational Oceanographic Products and Services.
 SY0287
 SY0287.The geoid height was determined by GEOID03.
 SY0287
 SY0287.The dynamic height is computed by dividing the NAVD 88
 SY0287.geopotential number by the normal gravity value computed on the
 SY0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0287.degrees latitude (g = 980.6199 gals.).
 SY0287
 SY0287.The modeled gravity was interpolated from observed gravity values.
 SY0287
 SY0287;                    North         East    Units  Estimated Accuracy
 SY0287;SPC WA N     -    68,120.      386,940.      MT  (+/- 180 meters Scaled)
 SY0287
 SY0287                          SUPERSEDED SURVEY CONTROL
 SY0287
 SY0287  NGVD 29 (??/??/??)    3.854  (m)           12.64   (f) ADJUSTED    1 1
 SY0287
 SY0287.Superseded values are not recommended for survey control.
 SY0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0287.See file dsdata.txt to determine how the superseded data were derived.
 SY0287
 SY0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET498723(NAD 83)
 SY0287_MARKER: DJ = TIDAL STATION DISK
 SY0287_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SY0287_SP_SET: SEAWALL
 SY0287_STAMPING: 13 1922
 SY0287_MARK LOGO: CGS   
 SY0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0287+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 SY0287
 SY0287  HISTORY     - Date     Condition        Report By
 SY0287  HISTORY     - 1922     MONUMENTED       CGS
 SY0287  HISTORY     - 1973     GOOD             NGS
 SY0287  HISTORY     - 19891114 GOOD             WADT
 SY0287  HISTORY     - 19910704 GOOD             USPSQD
 SY0287  HISTORY     - 20040609 POOR             USPSQD
 SY0287  HISTORY     - 20060630 GOOD             USPSQD
 SY0287
 SY0287                          STATION DESCRIPTION
 SY0287
 SY0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0287'IN SEATTLE.
 SY0287'AT SEATTLE, AT THE JUNCTION OF ALASKAN WAY AND COLUMBIA STREET, IN THE
 SY0287'TOP OF THE NORTHWEST END OF A CONCRETE SEA WALL, 13 FEET SOUTHWEST OF
 SY0287'THE SOUTHWEST CURB OF THE WAY, 48 FEET NORTHWEST OF THE EXTENDED
 SY0287'CENTER LINE OF THE STREET, 0.3 FOOT NORTHWEST OF THE NORTHWEST
 SY0287'GUARDRAIL POST, AND ABOUT LEVEL WITH THE SIDEWALK.
 SY0287
 SY0287                          STATION RECOVERY (1989)
 SY0287
 SY0287'RECOVERY NOTE BY WA DEPT OF TRANSP 1989
 SY0287'RECOVERED IN GOOD CONDITION.
 SY0287
 SY0287                          STATION RECOVERY (1991)
 SY0287
 SY0287'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTS)
 SY0287'RECOVERED IN GOOD CONDITION.
 SY0287
 SY0287                          STATION RECOVERY (2004)
 SY0287
 SY0287'RECOVERY NOTE BY US POWER SQUADRON 2004 (LJJ)
 SY0287'A GOOD CONDITION MARK IS AT THIS EXACT LOCATION BUT NOT STAMPED AS
 SY0287'NOTED. THE OLD MARK HAS BEEN REPLACED BY A NEW MARK STAMPED 7130G
 SY0287'1993.
 SY0287
 SY0287                          STATION RECOVERY (2006)
 SY0287
 SY0287'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5720 ***********************************************************************
 SY5720  DESIGNATION -  944 7130 TIDAL 13 RESET
 SY5720  PID         -  SY5720
 SY5720  STATE/COUNTY-  WA/KING
 SY5720  USGS QUAD   -  POVERTY BAY (1994)
 SY5720
 SY5720                         *CURRENT SURVEY CONTROL
 SY5720  ___________________________________________________________________
 SY5720* NAD 83(1986)-  47 36 10.     (N)    122 20 13.     (W)     SCALED    
 SY5720* NAVD 88     -         5.13   (meters)      16.8    (feet)  RESET     
 SY5720  ___________________________________________________________________
 SY5720  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY5720
 SY5720  VERT ORDER  -  THIRD
 SY5720
 SY5720.The horizontal coordinates were scaled from a topographic map and have
 SY5720.an estimated accuracy of +/- 6 seconds.
 SY5720
 SY5720.The orthometric height was computed from unverified reset data.
 SY5720.No vertical observational check was made to the station.
 SY5720
 SY5720.The geoid height was determined by GEOID03.
 SY5720
 SY5720;                    North         East    Units  Estimated Accuracy
 SY5720;SPC WA N     -    68,120.      386,940.      MT  (+/- 180 meters Scaled)
 SY5720
 SY5720                          SUPERSEDED SURVEY CONTROL
 SY5720
 SY5720  NGVD 29 (12/17/02)    4.04   (m)           13.3    (f) RESET       3  
 SY5720
 SY5720.Superseded values are not recommended for survey control.
 SY5720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5720.See file dsdata.txt to determine how the superseded data were derived.
 SY5720
 SY5720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET498723(NAD 83)
 SY5720_MARKER: DV = VERTICAL CONTROL DISK
 SY5720_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY5720_SP_SET: CURB
 SY5720_STAMPING: TIDAL 13 RESET 1989
 SY5720_MARK LOGO: NGS   
 SY5720_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5720+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 SY5720
 SY5720  HISTORY     - Date     Condition        Report By
 SY5720  HISTORY     - 1989     MONUMENTED       WADT
 SY5720  HISTORY     - 20040609 GOOD             USPSQD
 SY5720  HISTORY     - 20050430 GOOD             USPSQD
 SY5720  HISTORY     - 20060630 GOOD             USPSQD
 SY5720
 SY5720                          STATION DESCRIPTION
 SY5720
 SY5720'DESCRIBED BY WA DEPT OF TRANSP 1989
 SY5720'THE STATION IS LOCATED IN THE CITY OF SEATTLE, ON ELLIOT BAY, NEAR THE
 SY5720'WASHINGTON STATE FERRY TREMINAL AND ON STREET RIGHT-OF-WAY.
 SY5720'THE STATION IS AT THE FERRY TERMINAL AT THE INTERSECTION OF ALASKA WAY
 SY5720'AND COLUMBIA STREET,  IN THE CURB AT THE NORTHEAST CORNER OF
 SY5720'THE INTERSECTION.  IT IS 0.15 M (0.49 FT) SOUTH OF THE SOUTHWEST
 SY5720'CORNER OF 1.2 M (3.9 FT) SQUARE COLUMN THAT SUPPORTS THE ALASKAN WAY
 SY5720'VIADUCT AND 1.83 M (6.00 FT) EAST OF THE EAST RAIL OF THE RAILROAD
 SY5720'TRACKS.
 SY5720
 SY5720                          STATION RECOVERY (2004)
 SY5720
 SY5720'RECOVERY NOTE BY US POWER SQUADRON 2004 (LJJ)
 SY5720'RECOVERED AS DESCRIBED
 SY5720
 SY5720                          STATION RECOVERY (2005)
 SY5720
 SY5720'RECOVERY NOTE BY US POWER SQUADRON 2005 (RSK)
 SY5720'RECOVERED AS DESCRIBED, EXCEPT FOR THE LAST DESCRIPTOR.  THE MARKER IS
 SY5720'15 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS
 SY5720
 SY5720                          STATION RECOVERY (2006)
 SY5720
 SY5720'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0286 ***********************************************************************
 SY0286  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0286  DESIGNATION -  944 7130 TIDAL 14
 SY0286  PID         -  SY0286
 SY0286  STATE/COUNTY-  WA/KING
 SY0286  USGS QUAD   -  POVERTY BAY (1994)
 SY0286
 SY0286                         *CURRENT SURVEY CONTROL
 SY0286  ___________________________________________________________________
 SY0286* NAD 83(1986)-  47 36 10.     (N)    122 20 08.     (W)     SCALED    
 SY0286* NAVD 88     -         5.695  (meters)      18.68   (feet)  ADJUSTED  
 SY0286  ___________________________________________________________________
 SY0286  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY0286  DYNAMIC HT  -           5.696 (meters)      18.69  (feet)  COMP
 SY0286  MODELED GRAV-     980,723.8   (mgal)                       NAVD 88
 SY0286
 SY0286  VERT ORDER  -  FIRST     CLASS I
 SY0286
 SY0286.The horizontal coordinates were scaled from a topographic map and have
 SY0286.an estimated accuracy of +/- 6 seconds.
 SY0286
 SY0286.The orthometric height was determined by differential leveling
 SY0286.and adjusted by the National Geodetic Survey in June 1991..
 SY0286.WARNING-Repeat measurements at this control monument indicate possible
 SY0286.vertical movement.
 SY0286
 SY0286.This Tidal Bench Mark is designated as VM 1136
 SY0286.by the Center for Operational Oceanographic Products and Services.
 SY0286
 SY0286.The geoid height was determined by GEOID03.
 SY0286
 SY0286.The dynamic height is computed by dividing the NAVD 88
 SY0286.geopotential number by the normal gravity value computed on the
 SY0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0286.degrees latitude (g = 980.6199 gals.).
 SY0286
 SY0286.The modeled gravity was interpolated from observed gravity values.
 SY0286
 SY0286;                    North         East    Units  Estimated Accuracy
 SY0286;SPC WA N     -    68,120.      387,050.      MT  (+/- 180 meters Scaled)
 SY0286
 SY0286                          SUPERSEDED SURVEY CONTROL
 SY0286
 SY0286  NGVD 29 (??/??/??)    4.604  (m)           15.11   (f) ADJUSTED    1 1
 SY0286
 SY0286.Superseded values are not recommended for survey control.
 SY0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0286.See file dsdata.txt to determine how the superseded data were derived.
 SY0286
 SY0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET499723(NAD 83)
 SY0286_MARKER: DJ = TIDAL STATION DISK
 SY0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0286_SP_SET: BUILDING
 SY0286_STAMPING: 14 1922
 SY0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0286+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 SY0286
 SY0286  HISTORY     - Date     Condition        Report By
 SY0286  HISTORY     - 1922     MONUMENTED       CGS
 SY0286  HISTORY     - 1973     GOOD             NGS
 SY0286  HISTORY     - 19910704 GOOD             USPSQD
 SY0286  HISTORY     - 20040609 GOOD             USPSQD
 SY0286  HISTORY     - 20050430 GOOD             USPSQD
 SY0286  HISTORY     - 20060630 GOOD             USPSQD
 SY0286
 SY0286                          STATION DESCRIPTION
 SY0286
 SY0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0286'IN SEATTLE.
 SY0286'AT SEATTLE, AT THE JUNCTION OF ALASKAN WAY AND COLUMBIA STREET, SET
 SY0286'VERTICALLY IN THE SOUTHWEST WALL OF POLSON BUILDING AT 71 COLUMBIA
 SY0286'STREET, 13.2 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE STREET, 6.8
 SY0286'FEET NORTHEAST OF THE EXTREME NORTHEAST CURB OF THE WAY, 1.3 FEET
 SY0286'SOUTHEAST OF THE WEST CORNER OF THE BUILDING, AND 2.4 FEET ABOVE THE
 SY0286'ASPHALT PAVING.
 SY0286
 SY0286                          STATION RECOVERY (1991)
 SY0286
 SY0286'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTS)
 SY0286'RECOVERED IN GOOD CONDITION.
 SY0286
 SY0286                          STATION RECOVERY (2004)
 SY0286
 SY0286'RECOVERY NOTE BY US POWER SQUADRON 2004 (LJJ)
 SY0286'RECOVERED AS DESCRIBED, MARK HAS BEEN PAINTED OVER BUT IS READABLE
 SY0286
 SY0286                          STATION RECOVERY (2005)
 SY0286
 SY0286'RECOVERY NOTE BY US POWER SQUADRON 2005 (RSK)
 SY0286'RECOVERED AS DESCRIBED, MARKDER PAINTED OVER
 SY0286
 SY0286                          STATION RECOVERY (2006)
 SY0286
 SY0286'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0286'MARKER PAINTED OVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0284 ***********************************************************************
 SY0284  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0284  DESIGNATION -  944 7130 TIDAL 16
 SY0284  PID         -  SY0284
 SY0284  STATE/COUNTY-  WA/KING
 SY0284  USGS QUAD   -  POVERTY BAY (1994)
 SY0284
 SY0284                         *CURRENT SURVEY CONTROL
 SY0284  ___________________________________________________________________
 SY0284* NAD 83(1986)-  47 36 05.     (N)    122 20 10.     (W)     SCALED    
 SY0284* NAVD 88     -         4.937  (meters)      16.20   (feet)  ADJUSTED  
 SY0284  ___________________________________________________________________
 SY0284  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY0284  DYNAMIC HT  -           4.938 (meters)      16.20  (feet)  COMP
 SY0284  MODELED GRAV-     980,724.5   (mgal)                       NAVD 88
 SY0284
 SY0284  VERT ORDER  -  FIRST     CLASS I
 SY0284
 SY0284.The horizontal coordinates were scaled from a topographic map and have
 SY0284.an estimated accuracy of +/- 6 seconds.
 SY0284
 SY0284.The orthometric height was determined by differential leveling
 SY0284.and adjusted by the National Geodetic Survey in June 1991..
 SY0284
 SY0284.This Tidal Bench Mark is designated as VM 1137
 SY0284.by the Center for Operational Oceanographic Products and Services.
 SY0284
 SY0284.The geoid height was determined by GEOID03.
 SY0284
 SY0284.The dynamic height is computed by dividing the NAVD 88
 SY0284.geopotential number by the normal gravity value computed on the
 SY0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0284.degrees latitude (g = 980.6199 gals.).
 SY0284
 SY0284.The modeled gravity was interpolated from observed gravity values.
 SY0284
 SY0284;                    North         East    Units  Estimated Accuracy
 SY0284;SPC WA N     -    67,970.      387,000.      MT  (+/- 180 meters Scaled)
 SY0284
 SY0284                          SUPERSEDED SURVEY CONTROL
 SY0284
 SY0284  NGVD 29 (??/??/??)    3.845  (m)           12.61   (f) ADJUSTED    1 1
 SY0284
 SY0284.Superseded values are not recommended for survey control.
 SY0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0284.See file dsdata.txt to determine how the superseded data were derived.
 SY0284
 SY0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET499722(NAD 83)
 SY0284_MARKER: DJ = TIDAL STATION DISK
 SY0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0284_SP_SET: BUILDING
 SY0284_STAMPING: 16 1922
 SY0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0284+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 SY0284
 SY0284  HISTORY     - Date     Condition        Report By
 SY0284  HISTORY     - 1922     MONUMENTED       CGS
 SY0284  HISTORY     - 1973     GOOD             NGS
 SY0284  HISTORY     - 19910704 GOOD             USPSQD
 SY0284  HISTORY     - 20040609 GOOD             USPSQD
 SY0284  HISTORY     - 20060630 GOOD             USPSQD
 SY0284
 SY0284                          STATION DESCRIPTION
 SY0284
 SY0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0284'IN SEATTLE.
 SY0284'AT SEATTLE, AT THE JUNCTION OF ALASKAN WAY AND YESLER WAY, IN THE TOP
 SY0284'OF A CONCRETE SEA WALL, 13.3 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 SY0284'ALASKAN WAY, 105 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF YESLER
 SY0284'WAY, 5.1 FEET SOUTHEAST OF THE EAST CORNER OF WATERFRONT FISH AND
 SY0284'OYSTER COMPANY BUILDING, 8.3 FEET NORTHWEST OF THE SOUTHEAST END OF AN
 SY0284'IRON POST GUARDRAIL, 5 1/2 FEET SOUTHEAST OF THE NORTHWEST END OF AN
 SY0284'IRON POST GUARDRAIL, AND ABOUT 1/2 FOOT HIGHER THAN THE WAYS.
 SY0284
 SY0284                          STATION RECOVERY (1991)
 SY0284
 SY0284'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTS)
 SY0284'RECOVERED IN GOOD CONDITION.
 SY0284
 SY0284                          STATION RECOVERY (2004)
 SY0284
 SY0284'RECOVERY NOTE BY US POWER SQUADRON 2004 (LJJ)
 SY0284'MARK IS 16 FT SW OF LIGHT POLE, 19.5 FR SW OF SW CURB OF WAY, 11.1 FT
 SY0284'NW OF HISTORICAL PLAQUE AND ANCHOR ON CONCRETE RAILING, IN THE SEA
 SY0284'WALL BELOW AND SEAWARD OF THE CONCRETE RAIL.
 SY0284
 SY0284                          STATION RECOVERY (2006)
 SY0284
 SY0284'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0283 ***********************************************************************
 SY0283  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0283  DESIGNATION -  944 7130 TIDAL 17
 SY0283  PID         -  SY0283
 SY0283  STATE/COUNTY-  WA/KING
 SY0283  USGS QUAD   -  POVERTY BAY (1994)
 SY0283
 SY0283                         *CURRENT SURVEY CONTROL
 SY0283  ___________________________________________________________________
 SY0283* NAD 83(1986)-  47 36 06.     (N)    122 20 06.     (W)     SCALED    
 SY0283* NAVD 88     -         6.519  (meters)      21.39   (feet)  ADJUSTED  
 SY0283  ___________________________________________________________________
 SY0283  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY0283  DYNAMIC HT  -           6.520 (meters)      21.39  (feet)  COMP
 SY0283  MODELED GRAV-     980,724.0   (mgal)                       NAVD 88
 SY0283
 SY0283  VERT ORDER  -  FIRST     CLASS I
 SY0283
 SY0283.The horizontal coordinates were scaled from a topographic map and have
 SY0283.an estimated accuracy of +/- 6 seconds.
 SY0283
 SY0283.The orthometric height was determined by differential leveling
 SY0283.and adjusted by the National Geodetic Survey in June 1991..
 SY0283.WARNING-Repeat measurements at this control monument indicate possible
 SY0283.vertical movement.
 SY0283
 SY0283.This Tidal Bench Mark is designated as VM 1138
 SY0283.by the Center for Operational Oceanographic Products and Services.
 SY0283
 SY0283.The geoid height was determined by GEOID03.
 SY0283
 SY0283.The dynamic height is computed by dividing the NAVD 88
 SY0283.geopotential number by the normal gravity value computed on the
 SY0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0283.degrees latitude (g = 980.6199 gals.).
 SY0283
 SY0283.The modeled gravity was interpolated from observed gravity values.
 SY0283
 SY0283;                    North         East    Units  Estimated Accuracy
 SY0283;SPC WA N     -    68,000.      387,090.      MT  (+/- 180 meters Scaled)
 SY0283
 SY0283                          SUPERSEDED SURVEY CONTROL
 SY0283
 SY0283  NGVD 29 (??/??/??)    5.428  (m)           17.81   (f) ADJUSTED    1 1
 SY0283
 SY0283.Superseded values are not recommended for survey control.
 SY0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0283.See file dsdata.txt to determine how the superseded data were derived.
 SY0283
 SY0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET499722(NAD 83)
 SY0283_MARKER: DJ = TIDAL STATION DISK
 SY0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0283_SP_SET: BUILDING
 SY0283_STAMPING: 17 1922
 SY0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0283+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 SY0283
 SY0283  HISTORY     - Date     Condition        Report By
 SY0283  HISTORY     - 1922     MONUMENTED       CGS
 SY0283  HISTORY     - 1973     GOOD             NGS
 SY0283  HISTORY     - 19910704 GOOD             USPSQD
 SY0283  HISTORY     - 20040609 GOOD             USPSQD
 SY0283  HISTORY     - 20050430 GOOD             USPSQD
 SY0283  HISTORY     - 20060630 GOOD             USPSQD
 SY0283
 SY0283                          STATION DESCRIPTION
 SY0283
 SY0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0283'IN SEATTLE.
 SY0283'AT SEATTLE, ALONG THE ALASKAN WAY BETWEEN YESLER WAY AND S. WASHINGTON
 SY0283'STREET, SET VERTICALLY IN THE WEST FACE OF THE PRUDENTIAL BUILDING AT
 SY0283'112 ALASKAN WAY, 1.5 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 SY0283'BUILDING, 225 FEET SOUTH OF THE CENTER LINE OF YESLER WAY, AND ABOUT 3
 SY0283'FEET HIGHER THAN A LOADING RAMP.
 SY0283
 SY0283                          STATION RECOVERY (1991)
 SY0283
 SY0283'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTS)
 SY0283'RECOVERED IN GOOD CONDITION.
 SY0283
 SY0283                          STATION RECOVERY (2004)
 SY0283
 SY0283'RECOVERY NOTE BY US POWER SQUADRON 2004 (LJJ)
 SY0283'RECOVERED AS DESCRIBED
 SY0283
 SY0283                          STATION RECOVERY (2005)
 SY0283
 SY0283'RECOVERY NOTE BY US POWER SQUADRON 2005 (RSK)
 SY0283'RECOVERED AS DESCRIBED
 SY0283
 SY0283                          STATION RECOVERY (2006)
 SY0283
 SY0283'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0283'STATION PAINTED OVER WITH LIGHT COATING OF YELLOW PAINT.  STILL
 SY0283'READABLE.  ADDRESS OF PRUDENTIAL BUILDING IS 114 ALASKAN WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0288 ***********************************************************************
 SY0288  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0288  DESIGNATION -  944 7130 TIDAL 21
 SY0288  PID         -  SY0288
 SY0288  STATE/COUNTY-  WA/KING
 SY0288  USGS QUAD   -  POVERTY BAY (1994)
 SY0288
 SY0288                         *CURRENT SURVEY CONTROL
 SY0288  ___________________________________________________________________
 SY0288* NAD 83(1986)-  47 36 14.     (N)    122 20 05.     (W)     SCALED    
 SY0288* NAVD 88     -        14.596  (meters)      47.89   (feet)  ADJUSTED  
 SY0288  ___________________________________________________________________
 SY0288  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY0288  DYNAMIC HT  -          14.597 (meters)      47.89  (feet)  COMP
 SY0288  MODELED GRAV-     980,723.1   (mgal)                       NAVD 88
 SY0288
 SY0288  VERT ORDER  -  FIRST     CLASS I
 SY0288
 SY0288.The horizontal coordinates were scaled from a topographic map and have
 SY0288.an estimated accuracy of +/- 6 seconds.
 SY0288
 SY0288.The orthometric height was determined by differential leveling
 SY0288.and adjusted by the National Geodetic Survey in June 1991..
 SY0288
 SY0288.This Tidal Bench Mark is designated as VM 1139
 SY0288.by the Center for Operational Oceanographic Products and Services.
 SY0288
 SY0288.The geoid height was determined by GEOID03.
 SY0288
 SY0288.The dynamic height is computed by dividing the NAVD 88
 SY0288.geopotential number by the normal gravity value computed on the
 SY0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0288.degrees latitude (g = 980.6199 gals.).
 SY0288
 SY0288.The modeled gravity was interpolated from observed gravity values.
 SY0288
 SY0288;                    North         East    Units  Estimated Accuracy
 SY0288;SPC WA N     -    68,240.      387,110.      MT  (+/- 180 meters Scaled)
 SY0288
 SY0288                          SUPERSEDED SURVEY CONTROL
 SY0288
 SY0288  NGVD 29 (??/??/??)   13.503  (m)           44.30   (f) ADJUSTED    1 1
 SY0288
 SY0288.Superseded values are not recommended for survey control.
 SY0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0288.See file dsdata.txt to determine how the superseded data were derived.
 SY0288
 SY0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET500724(NAD 83)
 SY0288_MARKER: DJ = TIDAL STATION DISK
 SY0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0288_SP_SET: STEP
 SY0288_STAMPING: NO 21
 SY0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0288+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 SY0288
 SY0288  HISTORY     - Date     Condition        Report By
 SY0288  HISTORY     - UNK      MONUMENTED       CGS
 SY0288  HISTORY     - 1973     GOOD             NGS
 SY0288  HISTORY     - 19910704 GOOD             USPSQD
 SY0288  HISTORY     - 20040609 GOOD             USPSQD
 SY0288  HISTORY     - 20050430 GOOD             USPSQD
 SY0288  HISTORY     - 20060630 GOOD             USPSQD
 SY0288
 SY0288                          STATION DESCRIPTION
 SY0288
 SY0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0288'IN SEATTLE.
 SY0288'AT SEATTLE, ALONG MARION STREET ABOUT MIDWAY BETWEEN 1ST AND 2ND
 SY0288'AVENUES, AT THE EXCHANGE BUILDING AT 109 MARION STREET, IN THE TOP OF
 SY0288'THE SOUTHWEST CORNER OF THE TOP STEP, 13.4 FEET SOUTHEAST OF THE
 SY0288'SOUTHEAST CURB OF THE STREET, 5.8 FEET SOUTHWEST OF THE CENTER OF THE
 SY0288'NORTHWEST ENTRANCE, AND 0.4 FOOT ABOVE THE SIDEWALK.
 SY0288
 SY0288                          STATION RECOVERY (1991)
 SY0288
 SY0288'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTS)
 SY0288'RECOVERED IN GOOD CONDITION.
 SY0288
 SY0288                          STATION RECOVERY (2004)
 SY0288
 SY0288'RECOVERY NOTE BY US POWER SQUADRON 2004 (LJJ)
 SY0288'RECOVERED AS DESCRIBED EXCEPT THAT MARK IS IN BOTTOM STEP, NOT THE TOP
 SY0288'STEP AS DESCRIBED IN 1973
 SY0288
 SY0288                          STATION RECOVERY (2005)
 SY0288
 SY0288'RECOVERY NOTE BY US POWER SQUADRON 2005 (RSK)
 SY0288'RECOVERED AS DESCRIBED IN 2004 RECOVERY.  MARKER IS ON BOTTOM STEP,
 SY0288'NOT THE TOP STEP AS DESCRIBED IN 1973 RECOVERY
 SY0288
 SY0288                          STATION RECOVERY (2006)
 SY0288
 SY0288'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0329 ***********************************************************************
 SY0329  DESIGNATION -  944 7130 TIDAL 22
 SY0329  PID         -  SY0329
 SY0329  STATE/COUNTY-  WA/KING
 SY0329  USGS QUAD   -  POVERTY BAY (1994)
 SY0329
 SY0329                         *CURRENT SURVEY CONTROL
 SY0329  ___________________________________________________________________
 SY0329* NAD 83(1986)-  47 35 59.     (N)    122 19 40.     (W)     SCALED    
 SY0329* NAVD 88     -        24.099  (meters)      79.06   (feet)  ADJUSTED  
 SY0329  ___________________________________________________________________
 SY0329  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SY0329  DYNAMIC HT  -          24.102 (meters)      79.07  (feet)  COMP
 SY0329  MODELED GRAV-     980,720.6   (mgal)                       NAVD 88
 SY0329
 SY0329  VERT ORDER  -  FIRST     CLASS I
 SY0329
 SY0329.The horizontal coordinates were scaled from a topographic map and have
 SY0329.an estimated accuracy of +/- 6 seconds.
 SY0329
 SY0329.The orthometric height was determined by differential leveling
 SY0329.and adjusted by the National Geodetic Survey in June 1991..
 SY0329
 SY0329.The geoid height was determined by GEOID03.
 SY0329
 SY0329.The dynamic height is computed by dividing the NAVD 88
 SY0329.geopotential number by the normal gravity value computed on the
 SY0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0329.degrees latitude (g = 980.6199 gals.).
 SY0329
 SY0329.The modeled gravity was interpolated from observed gravity values.
 SY0329
 SY0329;                    North         East    Units  Estimated Accuracy
 SY0329;SPC WA N     -    67,770.      387,630.      MT  (+/- 180 meters Scaled)
 SY0329
 SY0329                          SUPERSEDED SURVEY CONTROL
 SY0329
 SY0329  NGVD 29 (??/??/??)   23.007  (m)           75.48   (f) ADJUSTED    1 1
 SY0329
 SY0329.Superseded values are not recommended for survey control.
 SY0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0329.See file dsdata.txt to determine how the superseded data were derived.
 SY0329
 SY0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET505720(NAD 83)
 SY0329_MARKER: DJ = TIDAL STATION DISK
 SY0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0329_SP_SET: BULUSTRADE
 SY0329_STAMPING: NO 22
 SY0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0329
 SY0329  HISTORY     - Date     Condition        Report By
 SY0329  HISTORY     - UNK      MONUMENTED       CGS
 SY0329  HISTORY     - 1973     GOOD             NGS
 SY0329  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 SY0329  HISTORY     - 20060630 POOR             USPSQD
 SY0329
 SY0329                          STATION DESCRIPTION
 SY0329
 SY0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0329'IN SEATTLE.
 SY0329'AT SEATTLE, AT THE SOUTHEAST SIDE OF THE COUNTY COURTHOUSE, 39.7 FEET
 SY0329'NORTH-NORTHWEST OF THE FLAGPOLE, 11 FEET SOUTHWEST AND 46.2 FEET
 SY0329'SOUTHEAST OF THE CENTER OF THE SOUTHEAST ENTRANCE, AND IN THE TOP OF
 SY0329'THE GRANITE BALUSTRADE.
 SY0329
 SY0329                          STATION RECOVERY (2004)
 SY0329
 SY0329'RECOVERY NOTE BY US POWER SQUADRON 2004
 SY0329'MARK NOT FOUND, AREA UNDER HEAVY CONSTRUCTION. ACCESS RESTRICTED BY
 SY0329'FENCING.
 SY0329
 SY0329                          STATION RECOVERY (2006)
 SY0329
 SY0329'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0329'FLAGPOLE MOVED IN RECENT REMODELING, RECONSTRUCTION.  BALUSTRADE FOUND
 SY0329'AND MEASUREMENTS TAKEN.  THERE IS AN APPROX 5 INCH CIRCULAR AREA ON
 SY0329'TOP OF THE BALUSTRADE THAT HAS BEEN FILLED WITH MORTAR.  UNKNOWN IF
 SY0329'STATION IN LOCATED UNDER THIS OR HAS BEEN FILLED DUE TO REMOVAL OF
 SY0329'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0289 ***********************************************************************
 SY0289  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0289  DESIGNATION -  944 7130 TIDAL 7
 SY0289  PID         -  SY0289
 SY0289  STATE/COUNTY-  WA/KING
 SY0289  USGS QUAD   -  POVERTY BAY (1994)
 SY0289
 SY0289                         *CURRENT SURVEY CONTROL
 SY0289  ___________________________________________________________________
 SY0289* NAD 83(1986)-  47 36 15.     (N)    122 20 10.     (W)     SCALED    
 SY0289* NAVD 88     -         5.869  (meters)      19.26   (feet)  ADJUSTED  
 SY0289  ___________________________________________________________________
 SY0289  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY0289  DYNAMIC HT  -           5.869 (meters)      19.26  (feet)  COMP
 SY0289  MODELED GRAV-     980,723.5   (mgal)                       NAVD 88
 SY0289
 SY0289  VERT ORDER  -  FIRST     CLASS II
 SY0289
 SY0289.The horizontal coordinates were scaled from a topographic map and have
 SY0289.an estimated accuracy of +/- 6 seconds.
 SY0289
 SY0289.The orthometric height was determined by differential leveling
 SY0289.and adjusted by the National Geodetic Survey in June 1991..
 SY0289.WARNING-Repeat measurements at this control monument indicate possible
 SY0289.vertical movement.
 SY0289
 SY0289.This Tidal Bench Mark is designated as VM 1133
 SY0289.by the Center for Operational Oceanographic Products and Services.
 SY0289
 SY0289.The geoid height was determined by GEOID03.
 SY0289
 SY0289.The dynamic height is computed by dividing the NAVD 88
 SY0289.geopotential number by the normal gravity value computed on the
 SY0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0289.degrees latitude (g = 980.6199 gals.).
 SY0289
 SY0289.The modeled gravity was interpolated from observed gravity values.
 SY0289
 SY0289;                    North         East    Units  Estimated Accuracy
 SY0289;SPC WA N     -    68,280.      387,010.      MT  (+/- 180 meters Scaled)
 SY0289
 SY0289                          SUPERSEDED SURVEY CONTROL
 SY0289
 SY0289  NGVD 29 (??/??/??)    4.777  (m)           15.67   (f) ADJUSTED    1 2
 SY0289
 SY0289.Superseded values are not recommended for survey control.
 SY0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0289.See file dsdata.txt to determine how the superseded data were derived.
 SY0289
 SY0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET499725(NAD 83)
 SY0289_MARKER: DJ = TIDAL STATION DISK
 SY0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0289_SP_SET: BUILDING
 SY0289_STAMPING: NO 7
 SY0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0289+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 SY0289
 SY0289  HISTORY     - Date     Condition        Report By
 SY0289  HISTORY     - UNK      MONUMENTED       CGS
 SY0289  HISTORY     - 1973     GOOD             NGS
 SY0289  HISTORY     - 19910704 GOOD             USPSQD
 SY0289  HISTORY     - 20040609 GOOD             USPSQD
 SY0289  HISTORY     - 20050430 GOOD             USPSQD
 SY0289  HISTORY     - 20060630 GOOD             USPSQD
 SY0289
 SY0289                          STATION DESCRIPTION
 SY0289
 SY0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0289'IN SEATTLE.
 SY0289'AT SEATTLE, AT THE NORTH CORNER OF THE INTERSECTION OF MADISON STREET
 SY0289'AND WESTERN AVENUE, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 SY0289'NATIONAL BUILDING, 2.1 FEET NORTHEAST OF THE SOUTH CORNER, AND 1.5
 SY0289'FEET ABOVE THE SIDEWALK.
 SY0289
 SY0289                          STATION RECOVERY (1991)
 SY0289
 SY0289'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTS)
 SY0289'RECOVERED IN GOOD CONDITION.
 SY0289
 SY0289                          STATION RECOVERY (2004)
 SY0289
 SY0289'RECOVERY NOTE BY US POWER SQUADRON 2004 (LJJ)
 SY0289'RECOVERED AS DESCRIBED
 SY0289
 SY0289                          STATION RECOVERY (2005)
 SY0289
 SY0289'RECOVERY NOTE BY US POWER SQUADRON 2005 (RSK)
 SY0289'RECOVERED AS DESCRIBED
 SY0289
 SY0289                          STATION RECOVERY (2006)
 SY0289
 SY0289'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0289'STATION SET IN SOUTHWEST FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5785 ***********************************************************************
 SY5785  DESIGNATION -  944 7130 TIDAL BASIC RST
 SY5785  PID         -  SY5785
 SY5785  STATE/COUNTY-  WA/KING
 SY5785  USGS QUAD   -  POVERTY BAY (1994)
 SY5785
 SY5785                         *CURRENT SURVEY CONTROL
 SY5785  ___________________________________________________________________
 SY5785* NAD 83(1986)-  47 35 57.     (N)    122 19 47.     (W)     SCALED    
 SY5785* NAVD 88     -        17.97   (meters)      59.0    (feet)  RESET     
 SY5785  ___________________________________________________________________
 SY5785  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SY5785
 SY5785  VERT ORDER  -  THIRD
 SY5785
 SY5785.The horizontal coordinates were scaled from a topographic map and have
 SY5785.an estimated accuracy of +/- 6 seconds.
 SY5785
 SY5785.The orthometric height was computed from unverified reset data.
 SY5785
 SY5785.The geoid height was determined by GEOID03.
 SY5785
 SY5785;                    North         East    Units  Estimated Accuracy
 SY5785;SPC WA N     -    67,710.      387,480.      MT  (+/- 180 meters Scaled)
 SY5785
 SY5785                          SUPERSEDED SURVEY CONTROL
 SY5785
 SY5785  NGVD 29 (12/17/02)   16.88   (m)           55.4    (f) RESET       3  
 SY5785
 SY5785.Superseded values are not recommended for survey control.
 SY5785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5785.See file dsdata.txt to determine how the superseded data were derived.
 SY5785
 SY5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET503719(NAD 83)
 SY5785_MARKER: DV = VERTICAL CONTROL DISK
 SY5785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5785_SP_SET: CONCRETE POST
 SY5785_STAMPING: BASIC RESET 1989
 SY5785_MARK LOGO: NGS   
 SY5785_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5785+STABILITY: SURFACE MOTION
 SY5785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5785+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 SY5785
 SY5785  HISTORY     - Date     Condition        Report By
 SY5785  HISTORY     - 1989     MONUMENTED       NGS
 SY5785  HISTORY     - 20060726 GOOD             USPSQD
 SY5785
 SY5785                          STATION DESCRIPTION
 SY5785
 SY5785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SY5785'IN SEATTLE IN THE TRIANGLE FORMED BY THIRD AVENUE, JEFFERSON STREET
 SY5785'AND YESLER WAY, NEAR THE ENTRANCE TOP THE BUS TUNNEL ENTRANCE.  THE
 SY5785'TRIANGLE IS KNOWN AS PREFOTAINE PARK.  THE MARK IS SET IN THE TOP OF
 SY5785'THE ORIGANAL MONUMENT THAT WAS CUT OFF TO MAKE IT FLUSH WITH THE NEW
 SY5785'BRICK SURFACE OF THE AREA.  IT IS 15.62 M (51.25 FT) EAST OF THE
 SY5785'SOUTHWEST CORNER OF THE BUS TUNNEL ENTRANCE, 7.76 M (25.46 FT) EAST
 SY5785'OF THE NORTH EDGE OF THE CURB, 4.66 M (15.29 FT) NORTH OF THE
 SY5785'SOUTHWEST CORNER OF THE RAISED WALL OF THE FOUNTAIN AND 2.21 M (7.25
 SY5785'FT) WEST OF THE FOUNTAIN WALL.
 SY5785
 SY5785                          STATION RECOVERY (2006)
 SY5785
 SY5785'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0387 ***********************************************************************
 SY0387  DESIGNATION -  944 7186 TIDAL 1
 SY0387  PID         -  SY0387
 SY0387  STATE/COUNTY-  WA/KING
 SY0387  USGS QUAD   -  
 SY0387
 SY0387                         *CURRENT SURVEY CONTROL
 SY0387  ___________________________________________________________________
 SY0387* NAD 83(1986)-  47 38 51.     (N)    122 18 23.     (W)     SCALED    
 SY0387* NAVD 88     -         7.120  (meters)      23.36   (feet)  ADJUSTED  
 SY0387  ___________________________________________________________________
 SY0387  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY0387  DYNAMIC HT  -           7.121 (meters)      23.36  (feet)  COMP
 SY0387  MODELED GRAV-     980,727.8   (mgal)                       NAVD 88
 SY0387
 SY0387  VERT ORDER  -  FIRST     CLASS II
 SY0387
 SY0387.The horizontal coordinates were scaled from a topographic map and have
 SY0387.an estimated accuracy of +/- 6 seconds.
 SY0387
 SY0387.The orthometric height was determined by differential leveling
 SY0387.and adjusted by the National Geodetic Survey in June 1991..
 SY0387
 SY0387.The geoid height was determined by GEOID03.
 SY0387
 SY0387.The dynamic height is computed by dividing the NAVD 88
 SY0387.geopotential number by the normal gravity value computed on the
 SY0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0387.degrees latitude (g = 980.6199 gals.).
 SY0387
 SY0387.The modeled gravity was interpolated from observed gravity values.
 SY0387
 SY0387;                    North         East    Units  Estimated Accuracy
 SY0387;SPC WA N     -    73,050.      389,340.      MT  (+/- 180 meters Scaled)
 SY0387
 SY0387                          SUPERSEDED SURVEY CONTROL
 SY0387
 SY0387  NGVD 29 (??/??/??)    6.033  (m)           19.79   (f) ADJUSTED    1 2
 SY0387
 SY0387.Superseded values are not recommended for survey control.
 SY0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0387.See file dsdata.txt to determine how the superseded data were derived.
 SY0387
 SY0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET520773(NAD 83)
 SY0387_MARKER: DJ = TIDAL STATION DISK
 SY0387_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SY0387_SP_SET: SEAWALL
 SY0387_STAMPING: 1 1919
 SY0387_MARK LOGO: CGS   
 SY0387_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0387+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 SY0387
 SY0387  HISTORY     - Date     Condition        Report By
 SY0387  HISTORY     - 1919     MONUMENTED       CGS
 SY0387  HISTORY     - 1965     GOOD             CGS
 SY0387  HISTORY     - 19980710 GOOD             NGS
 SY0387  HISTORY     - 20060502 GOOD             USPSQD
 SY0387
 SY0387                          STATION DESCRIPTION
 SY0387
 SY0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0387'IN SEATTLE.
 SY0387'AT SEATTLE, ALONG MONTLAKE BOULEVARD E., ABOUT 500 FEET WEST ALONG THE
 SY0387'NORTH SIDE OF LAKE WASHINGTON CANAL FROM THE NORTHWEST CORNER OF
 SY0387'MONTLAKE BRIDGE, IN THE TOP OF THE WEST END OF A CONCRETE WALKWAY AND
 SY0387'RETAINING WALL OF THE CANAL, 9.0 FEET SOUTH OF THE BOTTOM STEP OF
 SY0387'CONCRETE STAIRS LEADING UP TO A GOLF COURSE PRACTICE RANGE, AND 0.8
 SY0387'FOOT NORTHWEST OF IRON POST GUARDRAIL.
 SY0387
 SY0387                          STATION RECOVERY (1998)
 SY0387
 SY0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 SY0387'1.4 KM (0.85 MI) EASTERLY ALONG STATE HIGHWAY 520 FROM THE JUNCTION OF
 SY0387'INTERSTATE HIGHWAY 5 (EXIT 168) IN SEATTLE, THENCE 0.4 KM (0.25 MI)
 SY0387'NORTHERLY ALONG MONTLAKE BOULEVARD, IN TOP OF AND 0.4 M (1.3 FT)
 SY0387'NORTHWEST OF THE SOUTHWEST CORNER OF A SEAWALL ALONG THE NORTH SIDE OF
 SY0387'THE LAKE UNION PORTAGE CUT, 175.0 M (574.1 FT) WEST OF THE BOULEVARD
 SY0387'CENTER, 3.0 M (9.8 FT) SOUTH OF THE MOST WESTERLY OF 2 STAIRS
 SY0387'NORTHWEST OF THE MONTLAKE BRIDGE, 1.4 M (4.6 FT) ABOVE WATER LEVEL,
 SY0387'AND 0.2 M (0.7 FT) NORTHEAST OF A PIPE CORNER POST FOR A RAIL.
 SY0387'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE UNIVERSITY OF
 SY0387'WASHINGTON, P.O.  BOX 352165, SEATTLE, WA 98195-2165, TELEPHONE NUMBER
 SY0387'(206) 221-4395.
 SY0387
 SY0387                          STATION RECOVERY (2006)
 SY0387
 SY0387'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0386 ***********************************************************************
 SY0386  DESIGNATION -  944 7186 TIDAL 4
 SY0386  PID         -  SY0386
 SY0386  STATE/COUNTY-  WA/KING
 SY0386  USGS QUAD   -  
 SY0386
 SY0386                         *CURRENT SURVEY CONTROL
 SY0386  ___________________________________________________________________
 SY0386* NAD 83(1986)-  47 38 51.     (N)    122 18 17.     (W)     SCALED    
 SY0386* NAVD 88     -        23.412  (meters)      76.81   (feet)  ADJUSTED  
 SY0386  ___________________________________________________________________
 SY0386  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SY0386  DYNAMIC HT  -          23.415 (meters)      76.82  (feet)  COMP
 SY0386  MODELED GRAV-     980,727.3   (mgal)                       NAVD 88
 SY0386
 SY0386  VERT ORDER  -  FIRST     CLASS II
 SY0386
 SY0386.The horizontal coordinates were scaled from a topographic map and have
 SY0386.an estimated accuracy of +/- 6 seconds.
 SY0386
 SY0386.The orthometric height was determined by differential leveling
 SY0386.and adjusted by the National Geodetic Survey in July 2002..
 SY0386.WARNING-Repeat measurements at this control monument indicate possible
 SY0386.vertical movement.
 SY0386
 SY0386.The geoid height was determined by GEOID03.
 SY0386
 SY0386.The dynamic height is computed by dividing the NAVD 88
 SY0386.geopotential number by the normal gravity value computed on the
 SY0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0386.degrees latitude (g = 980.6199 gals.).
 SY0386
 SY0386.The modeled gravity was interpolated from observed gravity values.
 SY0386
 SY0386;                    North         East    Units  Estimated Accuracy
 SY0386;SPC WA N     -    73,050.      389,460.      MT  (+/- 180 meters Scaled)
 SY0386
 SY0386                          SUPERSEDED SURVEY CONTROL
 SY0386
 SY0386  NAVD 88 (06/15/91)   23.398  (m)           76.76   (f) UNKNOWN     1 2
 SY0386  NGVD 29 (??/??/??)   22.309  (m)           73.19   (f) ADJUSTED    1 2
 SY0386
 SY0386.Superseded values are not recommended for survey control.
 SY0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0386.See file dsdata.txt to determine how the superseded data were derived.
 SY0386
 SY0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET522773(NAD 83)
 SY0386_MARKER: DJ = TIDAL STATION DISK
 SY0386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SY0386_SP_SET: RETAINING WALL
 SY0386_STAMPING: 4 1944
 SY0386_MARK LOGO: CGS   
 SY0386_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0386+STABILITY: SURFACE MOTION
 SY0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0386+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 SY0386
 SY0386  HISTORY     - Date     Condition        Report By
 SY0386  HISTORY     - 1944     MONUMENTED       CGS
 SY0386  HISTORY     - 1965     GOOD             CGS
 SY0386  HISTORY     - 19980710 GOOD             NGS
 SY0386  HISTORY     - 20060502 GOOD             USPSQD
 SY0386
 SY0386                          STATION DESCRIPTION
 SY0386
 SY0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0386'IN SEATTLE.
 SY0386'AT SEATTLE, ALONG MONTLAKE BOULEVARD E., AT THE NORTHWEST CORNER OF
 SY0386'MONTLAKE BRIDGE, AT THE TOP OF THE WEST CONCRETE STEPS LEADING DOWN TO
 SY0386'A CANAL, IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE RETAINING
 SY0386'WALL SUPPORTING IRON POST GUARDRAIL, 42 FEET WEST OF THE WEST CURB OF
 SY0386'THE BOULEVARD, 0.6 FOOT WEST OF THE GUARDRAIL, AND ABOUT 1 FOOT HIGHER
 SY0386'THEN THE BOULEVARD.
 SY0386
 SY0386                          STATION RECOVERY (1998)
 SY0386
 SY0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 SY0386'1.4 KM (0.85 MI) EASTERLY ALONG STATE HIGHWAY 520 FROM THE JUNCTION OF
 SY0386'INTERSTATE HIGHWAY 5 (EXIT 168) IN SEATTLE, THENCE 0.4 KM (0.25 MI)
 SY0386'NORTHERLY ALONG MONTLAKE BOULEVARD, IN TOP OF AND 0.2 M (0.7 FT) EAST
 SY0386'OF THE WEST END OF A RETAINING WALL AND A STAIRS LEADIN TO THE WATER
 SY0386'FROM THE NORTH END OF THE MONTLAKE BRIDGE, 12.3 M (40.4 FT) WEST OF
 SY0386'THE WEST CURB OF THE BOULEVARD, 5.0 M (16.4 FT) SOUTHWEST OF THE
 SY0386'NORTHWEST CORNER OF THE BRIDGE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF
 SY0386'THE BOULEVARD.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 SY0386
 SY0386                          STATION RECOVERY (2006)
 SY0386
 SY0386'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0126 ***********************************************************************
 SY0126  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0126  DESIGNATION -  944 7427 TIDAL 1
 SY0126  PID         -  SY0126
 SY0126  STATE/COUNTY-  WA/SNOHOMISH
 SY0126  USGS QUAD   -  EDMONDS WEST (1978)
 SY0126
 SY0126                         *CURRENT SURVEY CONTROL
 SY0126  ___________________________________________________________________
 SY0126* NAD 83(1986)-  47 48 46.     (N)    122 22 53.     (W)     SCALED    
 SY0126* NAVD 88     -         4.140  (meters)      13.58   (feet)  ADJUSTED  
 SY0126  ___________________________________________________________________
 SY0126  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY0126  DYNAMIC HT  -           4.141 (meters)      13.59  (feet)  COMP
 SY0126  MODELED GRAV-     980,800.6   (mgal)                       NAVD 88
 SY0126
 SY0126  VERT ORDER  -  FIRST     CLASS I
 SY0126
 SY0126.The horizontal coordinates were scaled from a topographic map and have
 SY0126.an estimated accuracy of +/- 6 seconds.
 SY0126
 SY0126.The orthometric height was determined by differential leveling
 SY0126.and adjusted by the National Geodetic Survey in June 1991..
 SY0126.WARNING-Repeat measurements at this control monument indicate possible
 SY0126.vertical movement.
 SY0126
 SY0126.This Tidal Bench Mark is designated as VM 9195
 SY0126.by the Center for Operational Oceanographic Products and Services.
 SY0126
 SY0126.The geoid height was determined by GEOID03.
 SY0126
 SY0126.The dynamic height is computed by dividing the NAVD 88
 SY0126.geopotential number by the normal gravity value computed on the
 SY0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0126.degrees latitude (g = 980.6199 gals.).
 SY0126
 SY0126.The modeled gravity was interpolated from observed gravity values.
 SY0126
 SY0126;                    North         East    Units  Estimated Accuracy
 SY0126;SPC WA N     -    91,530.      384,070.      MT  (+/- 180 meters Scaled)
 SY0126
 SY0126                          SUPERSEDED SURVEY CONTROL
 SY0126
 SY0126  NGVD 29 (??/??/??)    3.042  (m)            9.98   (f) ADJUSTED    1 1
 SY0126
 SY0126.Superseded values are not recommended for survey control.
 SY0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0126.See file dsdata.txt to determine how the superseded data were derived.
 SY0126
 SY0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET463956(NAD 83)
 SY0126_MARKER: DJ = TIDAL STATION DISK
 SY0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0126_SP_SET: FOUNDATION
 SY0126_STAMPING: NO 1 1927
 SY0126_MARK LOGO: CGS   
 SY0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0126+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1987
 SY0126
 SY0126  HISTORY     - Date     Condition        Report By
 SY0126  HISTORY     - 1927     MONUMENTED       CGS
 SY0126  HISTORY     - 1973     GOOD             NGS
 SY0126  HISTORY     - 19871106 GOOD             NGS
 SY0126  HISTORY     - 19960713 MARK NOT FOUND   USPSQD
 SY0126
 SY0126                          STATION DESCRIPTION
 SY0126
 SY0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0126'IN EDMONDS.
 SY0126'0.05 MILE NORTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0126'CROSSING OF MAIN STREET AT EDMONDS, IN THE TOP AND AT THE WEST CORNER
 SY0126'OF A 2 1/2- BY 2 1/2-FOOT CONCRETE FOUNDATION WHICH WAS FOR A
 SY0126'SEMAPHORE, 21.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 147 FEET
 SY0126'NORTHEAST OF THE CENTER LINE OF THE WEST BOUND LANES OF THE STREET, 21
 SY0126'FEET WEST OF THE 3RD TELEPHONE POLE NORTHEAST OF THE INTERSECTION OF
 SY0126'THE RAILROAD AND THE STREET, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 SY0126'1/4, SEC 23, T 27N, R 3E.
 SY0126
 SY0126                          STATION RECOVERY (1987)
 SY0126
 SY0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SY0126'RECOVERED IN GOOD CONDITION.
 SY0126
 SY0126                          STATION RECOVERY (1996)
 SY0126
 SY0126'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5719 ***********************************************************************
 SY5719  DESIGNATION -  944 7427 TIDAL 1 RESET
 SY5719  PID         -  SY5719
 SY5719  STATE/COUNTY-  WA/SNOHOMISH
 SY5719  USGS QUAD   -  EDMONDS WEST (1978)
 SY5719
 SY5719                         *CURRENT SURVEY CONTROL
 SY5719  ___________________________________________________________________
 SY5719* NAD 83(1986)-  47 48 46.     (N)    122 22 53.     (W)     SCALED    
 SY5719* NAVD 88     -         4.38   (meters)      14.4    (feet)  RESET     
 SY5719  ___________________________________________________________________
 SY5719  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY5719
 SY5719  VERT ORDER  -  THIRD
 SY5719
 SY5719.The horizontal coordinates were scaled from a topographic map and have
 SY5719.an estimated accuracy of +/- 6 seconds.
 SY5719
 SY5719.The orthometric height was computed from unverified reset data.
 SY5719.No vertical observational check was made to the station.
 SY5719
 SY5719.The geoid height was determined by GEOID03.
 SY5719
 SY5719;                    North         East    Units  Estimated Accuracy
 SY5719;SPC WA N     -    91,530.      384,070.      MT  (+/- 180 meters Scaled)
 SY5719
 SY5719                          SUPERSEDED SURVEY CONTROL
 SY5719
 SY5719  NGVD 29 (12/17/02)    3.28   (m)           10.8    (f) RESET       3  
 SY5719
 SY5719.Superseded values are not recommended for survey control.
 SY5719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5719.See file dsdata.txt to determine how the superseded data were derived.
 SY5719
 SY5719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET463956(NAD 83)
 SY5719_MARKER: DV = VERTICAL CONTROL DISK
 SY5719_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SY5719+WITH SETTING: PAVEMENT
 SY5719_SP_SET: CROSSING SIGNAL BASE
 SY5719_STAMPING: 1 1927 RESET 1987
 SY5719_MARK LOGO: NGS   
 SY5719_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5719+STABILITY: SURFACE MOTION
 SY5719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5719+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2005
 SY5719
 SY5719  HISTORY     - Date     Condition        Report By
 SY5719  HISTORY     - 1987     MONUMENTED       NGS
 SY5719  HISTORY     - 19960713 GOOD             USPSQD
 SY5719  HISTORY     - 19991103 GOOD             USPSQD
 SY5719  HISTORY     - 20020818 GOOD             USPSQD
 SY5719  HISTORY     - 20050619 GOOD             GEOCAC
 SY5719
 SY5719                          STATION DESCRIPTION
 SY5719
 SY5719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SY5719'THE STATION IS LOCATED IN THE CITY OF EDMONDS AT THE RAILROAD CROSSING
 SY5719'NEAR THE WASHINGTON STATE FERRY TERMINAL AND ON RIGHT-OF-WAY FOR THE
 SY5719'BURLINGTON-NORTHERN RAILROAD.
 SY5719'TO REACH FROM THE FERRY LANDING IN EDMONDS, GO EAST ON MAIN STREET FOR
 SY5719'0.08 KM (0.05 MI) TO THE RAILROAD CROSSING AND THE STATION ON THE
 SY5719'LEFT, NORTH OF THE FOOTING FOR THE RAILROAD CROSSING
 SY5719'SIGNAL.  IT IS 7.6 M (24.9 FT) NORTH OF THE CENTER OF MAIN
 SY5719'STREET,STATE ROUTE 104, 5.2 M (17.1 FT) EAST OF THE EAST RAIL OF
 SY5719'THE MAIN LINE, 3.4 M (11.2 FT) SOUTH OF THE CENTER OF THE RIGHT TURN
 SY5719'LANE AT THE INTERSECTION, AND IN THE NORTHWEST CORNER OF THE CROSSING
 SY5719'SIGNAL BASE.
 SY5719
 SY5719                          STATION RECOVERY (1996)
 SY5719
 SY5719'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5719'RECOVERED IN GOOD CONDITION.
 SY5719
 SY5719                          STATION RECOVERY (1999)
 SY5719
 SY5719'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY5719'RECOVERED IN GOOD CONDITION.
 SY5719
 SY5719                          STATION RECOVERY (2002)
 SY5719
 SY5719'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY5719'RECOVERED IN GOOD CONDITION.
 SY5719
 SY5719                          STATION RECOVERY (2005)
 SY5719
 SY5719'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY5719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0125 ***********************************************************************
 SY0125  DESIGNATION -  944 7427 TIDAL 2
 SY0125  PID         -  SY0125
 SY0125  STATE/COUNTY-  WA/SNOHOMISH
 SY0125  USGS QUAD   -  EDMONDS WEST (1978)
 SY0125
 SY0125                         *CURRENT SURVEY CONTROL
 SY0125  ___________________________________________________________________
 SY0125* NAD 83(1986)-  47 48 44.     (N)    122 22 58.     (W)     SCALED    
 SY0125* NAVD 88     -         3.627  (meters)      11.90   (feet)  ADJUSTED  
 SY0125  ___________________________________________________________________
 SY0125  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY0125  DYNAMIC HT  -           3.628 (meters)      11.90  (feet)  COMP
 SY0125  MODELED GRAV-     980,801.2   (mgal)                       NAVD 88
 SY0125
 SY0125  VERT ORDER  -  FIRST     CLASS II
 SY0125
 SY0125.The horizontal coordinates were scaled from a topographic map and have
 SY0125.an estimated accuracy of +/- 6 seconds.
 SY0125
 SY0125.The orthometric height was determined by differential leveling
 SY0125.and adjusted by the National Geodetic Survey in June 1991..
 SY0125.WARNING-Repeat measurements at this control monument indicate possible
 SY0125.vertical movement.
 SY0125
 SY0125.The geoid height was determined by GEOID03.
 SY0125
 SY0125.The dynamic height is computed by dividing the NAVD 88
 SY0125.geopotential number by the normal gravity value computed on the
 SY0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0125.degrees latitude (g = 980.6199 gals.).
 SY0125
 SY0125.The modeled gravity was interpolated from observed gravity values.
 SY0125
 SY0125;                    North         East    Units  Estimated Accuracy
 SY0125;SPC WA N     -    91,470.      383,970.      MT  (+/- 180 meters Scaled)
 SY0125
 SY0125                          SUPERSEDED SURVEY CONTROL
 SY0125
 SY0125  NGVD 29 (??/??/??)    2.532  (m)            8.31   (f) ADJUSTED    1 2
 SY0125
 SY0125.Superseded values are not recommended for survey control.
 SY0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0125.See file dsdata.txt to determine how the superseded data were derived.
 SY0125
 SY0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET462956(NAD 83)
 SY0125_MARKER: DJ = TIDAL STATION DISK
 SY0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0125_STAMPING: NO 2 1927
 SY0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0125+STABILITY: SURFACE MOTION
 SY0125
 SY0125  HISTORY     - Date     Condition        Report By
 SY0125  HISTORY     - 1927     MONUMENTED       CGS
 SY0125  HISTORY     - 1965     GOOD             CGS
 SY0125  HISTORY     - 1973     MARK NOT FOUND   NGS
 SY0125  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 SY0125
 SY0125                          STATION DESCRIPTION
 SY0125
 SY0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0125'IN EDMONDS.
 SY0125'AT EDMONDS, ALONG MAIN STREET AT THE CROSSING OF THE GREAT NORTHERN
 SY0125'RAILWAY, 27 FEET NORTHWEST OF THE CENTER LINE OF THE STREET ALONG THE
 SY0125'NORTHWEST SIDE OF THE TRACKS, 7.6 FEET SOUTHWEST OF THE SOUTHWEST CURB
 SY0125'OF MAIN STREET, 50.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 8 1/2 FEET
 SY0125'EAST-NORTHEAST OF A POWER POLE, 8.7 FEET EAST OF THE CENTER OF A FIRE
 SY0125'HYDRANT, 4.3 FEET SOUTH-SOUTHWEST OF THE SOUTH AUTOMATIC CONTROL GATE
 SY0125'BOX FOR FERRY, AND IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT
 SY0125'UNDERGROUND.  ACCESS TO THE MARK IS THRU THE REMOVAL OF A CAST IRON
 SY0125
 SY0125                          STATION RECOVERY (1973)
 SY0125
 SY0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0125'MARK NOT FOUND.
 SY0125
 SY0125                          STATION RECOVERY (2002)
 SY0125
 SY0125'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0057 ***********************************************************************
 SY0057  DESIGNATION -  944 7614 TIDAL 1
 SY0057  PID         -  SY0057
 SY0057  STATE/COUNTY-  WA/SNOHOMISH
 SY0057  USGS QUAD   -  MUKILTEO (1978)
 SY0057
 SY0057                         *CURRENT SURVEY CONTROL
 SY0057  ___________________________________________________________________
 SY0057* NAD 83(1986)-  47 56 57.     (N)    122 18 11.     (W)     SCALED    
 SY0057* NAVD 88     -         3.544  (meters)      11.63   (feet)  ADJUSTED  
 SY0057  ___________________________________________________________________
 SY0057  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SY0057  DYNAMIC HT  -           3.544 (meters)      11.63  (feet)  COMP
 SY0057  MODELED GRAV-     980,788.9   (mgal)                       NAVD 88
 SY0057
 SY0057  VERT ORDER  -  FIRST     CLASS I
 SY0057
 SY0057.The horizontal coordinates were scaled from a topographic map and have
 SY0057.an estimated accuracy of +/- 6 seconds.
 SY0057
 SY0057.The orthometric height was determined by differential leveling
 SY0057.and adjusted by the National Geodetic Survey in June 1991..
 SY0057
 SY0057.The geoid height was determined by GEOID03.
 SY0057
 SY0057.The dynamic height is computed by dividing the NAVD 88
 SY0057.geopotential number by the normal gravity value computed on the
 SY0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0057.degrees latitude (g = 980.6199 gals.).
 SY0057
 SY0057.The modeled gravity was interpolated from observed gravity values.
 SY0057
 SY0057;                    North         East    Units  Estimated Accuracy
 SY0057;SPC WA N     -   106,580.      390,230.      MT  (+/- 180 meters Scaled)
 SY0057
 SY0057                          SUPERSEDED SURVEY CONTROL
 SY0057
 SY0057  NGVD 29 (??/??/??)    2.424  (m)            7.95   (f) ADJUSTED    1 1
 SY0057
 SY0057.Superseded values are not recommended for survey control.
 SY0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0057.See file dsdata.txt to determine how the superseded data were derived.
 SY0057
 SY0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU520108(NAD 83)
 SY0057_MARKER: DJ = TIDAL STATION DISK
 SY0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0057_SP_SET: BUILDING
 SY0057_STAMPING: 1 1935
 SY0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0057
 SY0057  HISTORY     - Date     Condition        Report By
 SY0057  HISTORY     - 1935     MONUMENTED       CGS
 SY0057  HISTORY     - 1973     GOOD             NGS
 SY0057  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 SY0057  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 SY0057
 SY0057                          STATION DESCRIPTION
 SY0057
 SY0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0057'IN MUKILTEO.
 SY0057'AT MUKILTEO, ALONG FRONT STREET ABOUT MIDWAY BETWEEN STATE HIGHWAY 525
 SY0057'AND PARK AVENUE, ALONG THE NORTH SIDE OF MCCONNELLS BOATHOUSE, IN THE
 SY0057'TOP OF A FORMER SEAWALL WHICH APPEARS NOW TO BE THE FLOOR OF THE
 SY0057'BUILDING, 104 FEET NORTH AND THRU THE BOATHOUSE FROM THE CENTER LINE
 SY0057'OF FRONT STREET, 53.3 FEET EAST OF THE EAST RAIL OF THE WEST ONE OF
 SY0057'TWO BOAT LAUNCHING TRACKS.  36 FEET EAST OF A POINT IN LINE WITH THE
 SY0057'EAST SIDE OF MCCONNELLS WOODEN PIER, 20.7 FEET EAST OF THE EAST RAIL
 SY0057'OF THE EAST ONE OF TWO BOAT LAUNCHING TRACKS, 8 FEET SOUTHEAST OF THE
 SY0057'SOUTHEAST POST OF A OVERHEAD BOAT LIFT, 1.2 FEET SOUTH OF THE SOUTH
 SY0057'EDGE OF A PLANK DECK, 2.9 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 SY0057'OF A GASOLINE PUMP, AND ABOUT LEVEL WITH THE DECK.  1/4, SEC 4, T28N,
 SY0057'R4E.
 SY0057
 SY0057                          STATION RECOVERY (1999)
 SY0057
 SY0057'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0057'MARK NOT FOUND.
 SY0057
 SY0057                          STATION RECOVERY (2004)
 SY0057
 SY0057'RECOVERY NOTE BY US POWER SQUADRON 2004
 SY0057'MARK NOT FOUND, NEW CONSTRUCTION MAY HAVE DESTROYED OR COVERED THE
 SY0057'SITE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0054 ***********************************************************************
 SY0054  DESIGNATION -  944 7614 TIDAL 2
 SY0054  PID         -  SY0054
 SY0054  STATE/COUNTY-  WA/SNOHOMISH
 SY0054  USGS QUAD   -  MUKILTEO (1978)
 SY0054
 SY0054                         *CURRENT SURVEY CONTROL
 SY0054  ___________________________________________________________________
 SY0054* NAD 83(1986)-  47 56 55.     (N)    122 18 19.     (W)     SCALED    
 SY0054* NAVD 88     -         4.714  (meters)      15.47   (feet)  ADJUSTED  
 SY0054  ___________________________________________________________________
 SY0054  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SY0054  DYNAMIC HT  -           4.715 (meters)      15.47  (feet)  COMP
 SY0054  MODELED GRAV-     980,788.7   (mgal)                       NAVD 88
 SY0054
 SY0054  VERT ORDER  -  FIRST     CLASS I
 SY0054
 SY0054.The horizontal coordinates were scaled from a topographic map and have
 SY0054.an estimated accuracy of +/- 6 seconds.
 SY0054
 SY0054.The orthometric height was determined by differential leveling
 SY0054.and adjusted by the National Geodetic Survey in June 1991..
 SY0054.WARNING-Repeat measurements at this control monument indicate possible
 SY0054.vertical movement.
 SY0054
 SY0054.The geoid height was determined by GEOID03.
 SY0054
 SY0054.The dynamic height is computed by dividing the NAVD 88
 SY0054.geopotential number by the normal gravity value computed on the
 SY0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0054.degrees latitude (g = 980.6199 gals.).
 SY0054
 SY0054.The modeled gravity was interpolated from observed gravity values.
 SY0054
 SY0054;                    North         East    Units  Estimated Accuracy
 SY0054;SPC WA N     -   106,520.      390,060.      MT  (+/- 180 meters Scaled)
 SY0054
 SY0054                          SUPERSEDED SURVEY CONTROL
 SY0054
 SY0054  NGVD 29 (??/??/??)    3.595  (m)           11.79   (f) ADJUSTED    1 1
 SY0054
 SY0054.Superseded values are not recommended for survey control.
 SY0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0054.See file dsdata.txt to determine how the superseded data were derived.
 SY0054
 SY0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU518108(NAD 83)
 SY0054_MARKER: DJ = TIDAL STATION DISK
 SY0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0054_SP_SET: WALL
 SY0054_STAMPING: 2 1935
 SY0054_MARK LOGO: CGS   
 SY0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0054
 SY0054  HISTORY     - Date     Condition        Report By
 SY0054  HISTORY     - 1935     MONUMENTED       CGS
 SY0054  HISTORY     - 1973     GOOD             NGS
 SY0054  HISTORY     - 19910813 GOOD             NOS
 SY0054  HISTORY     - 19991106 GOOD             USPSQD
 SY0054  HISTORY     - 20041120 GOOD             USPSQD
 SY0054
 SY0054                          STATION DESCRIPTION
 SY0054
 SY0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0054'IN MUKILTEO.
 SY0054'AT MUKILTEO, 0.05 MILE WEST ALONG FRONT STREET FROM THE JUNCTION OF
 SY0054'STATE HIGHWAY 525, AT THE NORTHEAST CORNER OF U.S. COAST GUARD
 SY0054'MUKILTEO LIGHT STATION PROPERTY, IN THE TOP OF THE NORTH SEAWALL, 1.2
 SY0054'FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE SEA WALL, 153 FEET NORTH
 SY0054'OF THE CENTER LINE OF FRONT STREET, 0.8 FOOT SOUTH OF THE NORTH EDGE
 SY0054'OF THE SEA WALL, ABOUT 5 1/2 FEET HIGHER THAN THE STREET AND 4 1/2
 SY0054'FEET HIGHER THAN THE LAWN.  1/4, SEC 4, T 28N, R 4E.
 SY0054
 SY0054                          STATION RECOVERY (1991)
 SY0054
 SY0054'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 SY0054'RECOVERED IN GOOD CONDITION.
 SY0054
 SY0054                          STATION RECOVERY (1999)
 SY0054
 SY0054'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0054'RECOVERED IN GOOD CONDITION.
 SY0054
 SY0054                          STATION RECOVERY (2004)
 SY0054
 SY0054'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEG)
 SY0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0055 ***********************************************************************
 SY0055  DESIGNATION -  944 7614 TIDAL 3
 SY0055  PID         -  SY0055
 SY0055  STATE/COUNTY-  WA/SNOHOMISH
 SY0055  USGS QUAD   -  MUKILTEO (1978)
 SY0055
 SY0055                         *CURRENT SURVEY CONTROL
 SY0055  ___________________________________________________________________
 SY0055* NAD 83(1986)-  47 56 54.     (N)    122 18 21.     (W)     SCALED    
 SY0055* NAVD 88     -         3.793  (meters)      12.44   (feet)  ADJUSTED  
 SY0055  ___________________________________________________________________
 SY0055  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SY0055  DYNAMIC HT  -           3.794 (meters)      12.45  (feet)  COMP
 SY0055  MODELED GRAV-     980,788.5   (mgal)                       NAVD 88
 SY0055
 SY0055  VERT ORDER  -  FIRST     CLASS I
 SY0055
 SY0055.The horizontal coordinates were scaled from a topographic map and have
 SY0055.an estimated accuracy of +/- 6 seconds.
 SY0055
 SY0055.The orthometric height was determined by differential leveling
 SY0055.and adjusted by the National Geodetic Survey in June 1991..
 SY0055.WARNING-Repeat measurements at this control monument indicate possible
 SY0055.vertical movement.
 SY0055
 SY0055.The geoid height was determined by GEOID03.
 SY0055
 SY0055.The dynamic height is computed by dividing the NAVD 88
 SY0055.geopotential number by the normal gravity value computed on the
 SY0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0055.degrees latitude (g = 980.6199 gals.).
 SY0055
 SY0055.The modeled gravity was interpolated from observed gravity values.
 SY0055
 SY0055;                    North         East    Units  Estimated Accuracy
 SY0055;SPC WA N     -   106,490.      390,020.      MT  (+/- 180 meters Scaled)
 SY0055
 SY0055                          SUPERSEDED SURVEY CONTROL
 SY0055
 SY0055  NGVD 29 (??/??/??)    2.674  (m)            8.77   (f) ADJUSTED    1 1
 SY0055
 SY0055.Superseded values are not recommended for survey control.
 SY0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0055.See file dsdata.txt to determine how the superseded data were derived.
 SY0055
 SY0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU518107(NAD 83)
 SY0055_MARKER: DJ = TIDAL STATION DISK
 SY0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0055_SP_SET: FOUNDATION
 SY0055_STAMPING: 3 1935
 SY0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0055
 SY0055  HISTORY     - Date     Condition        Report By
 SY0055  HISTORY     - 1935     MONUMENTED       CGS
 SY0055  HISTORY     - 1973     GOOD             NGS
 SY0055  HISTORY     - 19991106 GOOD             USPSQD
 SY0055  HISTORY     - 20041120 GOOD             USPSQD
 SY0055
 SY0055                          STATION DESCRIPTION
 SY0055
 SY0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0055'IN MUKILTEO.
 SY0055'AT MUKILTEO, 0.05 MILE WEST ALONG FRONT STREET FROM THE JUNCTION OF
 SY0055'STATE HIGHWAY 525, AT THE U.S. COAST GUARD MUKILTEO LIGHT STATION
 SY0055'PROPERTY, AT THE LIGHTHOUSE, SET VERTICALLY IN THE SOUTH FACE OF THE
 SY0055'CONCRETE FOUNDATION OF THE LIGHTHOUSE BUILDING, 1.5 FEET EAST OF THE
 SY0055'SOUTHWEST CORNER OF THE BUILDING, 84 FEET NORTH OF THE CENTER LINE OF
 SY0055'FRONT STREET, ABOUT 1 1/2 FEET HIGHER THAN THE STREET AND 1/2 FOOT
 SY0055'ABOVE THE SIDEWALK.  1/4, SEC 4, T28N, R4E.  NOTE-- THE MARK HAS A
 SY0055'BOARD OVERHANG 0.5 FOOT ABOVE THE MARK.
 SY0055
 SY0055                          STATION RECOVERY (1999)
 SY0055
 SY0055'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0055'RECOVERED IN GOOD CONDITION.
 SY0055
 SY0055                          STATION RECOVERY (2004)
 SY0055
 SY0055'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEG)
 SY0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0058 ***********************************************************************
 SY0058  DESIGNATION -  944 7614 TIDAL 4
 SY0058  PID         -  SY0058
 SY0058  STATE/COUNTY-  WA/SNOHOMISH
 SY0058  USGS QUAD   -  MUKILTEO (1978)
 SY0058
 SY0058                         *CURRENT SURVEY CONTROL
 SY0058  ___________________________________________________________________
 SY0058* NAD 83(1986)-  47 56 50.     (N)    122 18 06.     (W)     SCALED    
 SY0058* NAVD 88     -         9.538  (meters)      31.29   (feet)  ADJUSTED  
 SY0058  ___________________________________________________________________
 SY0058  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SY0058  DYNAMIC HT  -           9.540 (meters)      31.30  (feet)  COMP
 SY0058  MODELED GRAV-     980,786.7   (mgal)                       NAVD 88
 SY0058
 SY0058  VERT ORDER  -  FIRST     CLASS I
 SY0058
 SY0058.The horizontal coordinates were scaled from a topographic map and have
 SY0058.an estimated accuracy of +/- 6 seconds.
 SY0058
 SY0058.The orthometric height was determined by differential leveling
 SY0058.and adjusted by the National Geodetic Survey in June 1991..
 SY0058.WARNING-Repeat measurements at this control monument indicate possible
 SY0058.vertical movement.
 SY0058
 SY0058.The geoid height was determined by GEOID03.
 SY0058
 SY0058.The dynamic height is computed by dividing the NAVD 88
 SY0058.geopotential number by the normal gravity value computed on the
 SY0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0058.degrees latitude (g = 980.6199 gals.).
 SY0058
 SY0058.The modeled gravity was interpolated from observed gravity values.
 SY0058
 SY0058;                    North         East    Units  Estimated Accuracy
 SY0058;SPC WA N     -   106,360.      390,330.      MT  (+/- 180 meters Scaled)
 SY0058
 SY0058                          SUPERSEDED SURVEY CONTROL
 SY0058
 SY0058  NGVD 29 (??/??/??)    8.419  (m)           27.62   (f) ADJUSTED    1 1
 SY0058
 SY0058.Superseded values are not recommended for survey control.
 SY0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0058.See file dsdata.txt to determine how the superseded data were derived.
 SY0058
 SY0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU521106(NAD 83)
 SY0058_MARKER: DJ = TIDAL STATION DISK
 SY0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0058_SP_SET: FOUNDATION
 SY0058_STAMPING: 4 1935
 SY0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0058+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 SY0058
 SY0058  HISTORY     - Date     Condition        Report By
 SY0058  HISTORY     - 1935     MONUMENTED       CGS
 SY0058  HISTORY     - 1973     GOOD             NGS
 SY0058  HISTORY     - 19910722 GOOD             USPSQD
 SY0058  HISTORY     - 19991106 GOOD             USPSQD
 SY0058  HISTORY     - 20041120 GOOD             USPSQD
 SY0058
 SY0058                          STATION DESCRIPTION
 SY0058
 SY0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0058'IN MUKILTEO.
 SY0058'AT MUKILTEO, AT THE NORTHWEST CORNER OF THE JUNCTION OF 2ND STREET AND
 SY0058'PARK AVENUE, SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE
 SY0058'FOUNDATION OF A BRICK BUILDING, 1.0 FOOT WEST OF THE NORTHEAST CORNER
 SY0058'OF THE BUILDING, 73 FEET NORTH OF THE CENTER LINE OF THE STREET, 29
 SY0058'FEET WEST OF THE CENTER LINE OF THE AVENUE, ABOUT 1 FOOT HIGHER THAN
 SY0058'THE AVENUE AND 1.0 FOOT ABOVE THE WALKWAY.  1/4, SEC 4, T28N, R4E.
 SY0058
 SY0058                          STATION RECOVERY (1991)
 SY0058
 SY0058'RECOVERY NOTE BY US POWER SQUADRON 1991 (TAT)
 SY0058'RECOVERED IN GOOD CONDITION.
 SY0058
 SY0058                          STATION RECOVERY (1999)
 SY0058
 SY0058'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0058'RECOVERED IN GOOD CONDITION.
 SY0058
 SY0058                          STATION RECOVERY (2004)
 SY0058
 SY0058'RECOVERY NOTE BY US POWER SQUADRON 2004
 SY0058'MARK FOUND IN GOOD SHAPE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0056 ***********************************************************************
 SY0056  DESIGNATION -  944 7614 TIDAL 5
 SY0056  PID         -  SY0056
 SY0056  STATE/COUNTY-  WA/SNOHOMISH
 SY0056  USGS QUAD   -  MUKILTEO (1978)
 SY0056
 SY0056                         *CURRENT SURVEY CONTROL
 SY0056  ___________________________________________________________________
 SY0056* NAD 83(1986)-  47 56 55.     (N)    122 18 22.     (W)     SCALED    
 SY0056* NAVD 88     -         3.892  (meters)      12.77   (feet)  ADJUSTED  
 SY0056  ___________________________________________________________________
 SY0056  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SY0056  DYNAMIC HT  -           3.893 (meters)      12.77  (feet)  COMP
 SY0056  MODELED GRAV-     980,788.7   (mgal)                       NAVD 88
 SY0056
 SY0056  VERT ORDER  -  FIRST     CLASS I
 SY0056
 SY0056.The horizontal coordinates were scaled from a topographic map and have
 SY0056.an estimated accuracy of +/- 6 seconds.
 SY0056
 SY0056.The orthometric height was determined by differential leveling
 SY0056.and adjusted by the National Geodetic Survey in June 1991..
 SY0056
 SY0056.The geoid height was determined by GEOID03.
 SY0056
 SY0056.The dynamic height is computed by dividing the NAVD 88
 SY0056.geopotential number by the normal gravity value computed on the
 SY0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0056.degrees latitude (g = 980.6199 gals.).
 SY0056
 SY0056.The modeled gravity was interpolated from observed gravity values.
 SY0056
 SY0056;                    North         East    Units  Estimated Accuracy
 SY0056;SPC WA N     -   106,520.      390,000.      MT  (+/- 180 meters Scaled)
 SY0056
 SY0056                          SUPERSEDED SURVEY CONTROL
 SY0056
 SY0056  NGVD 29 (??/??/??)    2.773  (m)            9.10   (f) ADJUSTED    1 1
 SY0056
 SY0056.Superseded values are not recommended for survey control.
 SY0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0056.See file dsdata.txt to determine how the superseded data were derived.
 SY0056
 SY0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU518108(NAD 83)
 SY0056_MARKER: DJ = TIDAL STATION DISK
 SY0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0056_SP_SET: SEAWALL
 SY0056_STAMPING: TIDAL 5 1971
 SY0056_MARK LOGO: NGS   
 SY0056_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0056
 SY0056  HISTORY     - Date     Condition        Report By
 SY0056  HISTORY     - 1971     MONUMENTED       NGS
 SY0056  HISTORY     - 1973     GOOD             NGS
 SY0056  HISTORY     - 19910813 GOOD             NOS
 SY0056  HISTORY     - 19991106 GOOD             USPSQD
 SY0056  HISTORY     - 20041120 GOOD             USPSQD
 SY0056
 SY0056                          STATION DESCRIPTION
 SY0056
 SY0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0056'IN MUKILTEO.
 SY0056'AT MUKILTEO, 0.05 MILE WEST ALONG FRONT STREET FROM THE JUNCTION OF
 SY0056'STATE HIGHWAY 525, AT U.S. COAST GUARD MUKILTEO LIGHT STATION
 SY0056'PROPERTY, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE SEAWALL, 98
 SY0056'FEET NORTH OF THE CENTER LINE OF FRONT STREET, 55.5 FEET WEST OF THE
 SY0056'NORTHWEST CORNER OF THE LIGHTHOUSE BUILDING, 58.5 FEET WEST-NORTHWEST
 SY0056'OF BENCH MARK TIDAL 3 1935, 0.3 FOOT NORTH OF THE EAST-WEST CONCRETE
 SY0056'WALL, 0.3 FOOT EAST OF THE NORTH-SOUTH WALL, ABOUT 1 1/2 FEET HIGHER
 SY0056'THAN THE STREET, AND 1/2 FOOT HIGHER THAN THE SURFACE OF THE LAWN.
 SY0056'1/4, SEC 4, T 28N, R4E.
 SY0056
 SY0056                          STATION RECOVERY (1991)
 SY0056
 SY0056'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 SY0056'RECOVERED IN GOOD CONDITION.
 SY0056
 SY0056                          STATION RECOVERY (1999)
 SY0056
 SY0056'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0056'RECOVERED IN GOOD CONDITION.
 SY0056
 SY0056                          STATION RECOVERY (2004)
 SY0056
 SY0056'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEG)
 SY0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0002 ***********************************************************************
 SY0002  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0002  DESIGNATION -  944 7659 TIDAL 3
 SY0002  PID         -  SY0002
 SY0002  STATE/COUNTY-  WA/SNOHOMISH
 SY0002  USGS QUAD   -  EVERETT (1973)
 SY0002
 SY0002                         *CURRENT SURVEY CONTROL
 SY0002  ___________________________________________________________________
 SY0002* NAD 83(1986)-  47 58 49.     (N)    122 12 59.     (W)     SCALED    
 SY0002* NAVD 88     -         6.193  (meters)      20.32   (feet)  ADJUSTED  
 SY0002  ___________________________________________________________________
 SY0002  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SY0002  DYNAMIC HT  -           6.194 (meters)      20.32  (feet)  COMP
 SY0002  MODELED GRAV-     980,774.4   (mgal)                       NAVD 88
 SY0002
 SY0002  VERT ORDER  -  FIRST     CLASS I
 SY0002
 SY0002.The horizontal coordinates were scaled from a topographic map and have
 SY0002.an estimated accuracy of +/- 6 seconds.
 SY0002
 SY0002.The orthometric height was determined by differential leveling
 SY0002.and adjusted by the National Geodetic Survey in June 1991..
 SY0002
 SY0002.This Tidal Bench Mark is designated as VM 9201
 SY0002.by the Center for Operational Oceanographic Products and Services.
 SY0002
 SY0002.The geoid height was determined by GEOID03.
 SY0002
 SY0002.The dynamic height is computed by dividing the NAVD 88
 SY0002.geopotential number by the normal gravity value computed on the
 SY0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0002.degrees latitude (g = 980.6199 gals.).
 SY0002
 SY0002.The modeled gravity was interpolated from observed gravity values.
 SY0002
 SY0002;                    North         East    Units  Estimated Accuracy
 SY0002;SPC WA N     -   109,920.      396,760.      MT  (+/- 180 meters Scaled)
 SY0002
 SY0002                          SUPERSEDED SURVEY CONTROL
 SY0002
 SY0002  NGVD 29 (??/??/??)    5.071  (m)           16.64   (f) ADJUSTED    1 1
 SY0002
 SY0002.Superseded values are not recommended for survey control.
 SY0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0002.See file dsdata.txt to determine how the superseded data were derived.
 SY0002
 SY0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU584144(NAD 83)
 SY0002_MARKER: DJ = TIDAL STATION DISK
 SY0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0002_SP_SET: BATTERY WELL
 SY0002_STAMPING: 3 1927
 SY0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0002
 SY0002  HISTORY     - Date     Condition        Report By
 SY0002  HISTORY     - 1927     MONUMENTED       CGS
 SY0002  HISTORY     - 1973     GOOD             NGS
 SY0002  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY0002  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 SY0002
 SY0002                          STATION DESCRIPTION
 SY0002
 SY0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0002'IN EVERETT.
 SY0002'AT EVERETT, 0.1 MILE NORTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD
 SY0002'FROM THE STATION, AT THE CROSSING OF HEWITT AVENUE, 210 FEET NORTHEAST
 SY0002'OF THE CENTER OF THE CROSSING OF THE AVENUE, IN THE TOP AND AT THE
 SY0002'NORTHWEST EDGE OF A CIRCULAR CONCRETE BATTERY WELL FOR OVERHEAD
 SY0002'RAILROAD SIGNALS 326 AND 325, 8.1 FEET SOUTHWEST OF THE WEST LEG OF
 SY0002'THE OVERHEAD SIGNAL, 8.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 SY0002'LOWER OVERHEAD SIGNAL, 8.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 SY0002'LOWER ONE OF TWO TRACKS, 100 FEET SOUTHWEST OF THE CENTER OF THE
 SY0002'CROSSING OF FEDERAL AVENUE, ABOUT 1/2 FOOT HIGHER THAN THE TRACK AND
 SY0002'GROUND.  1/4, SEC 19, T 29N, R 5E.
 SY0002
 SY0002                          STATION RECOVERY (1987)
 SY0002
 SY0002'RECOVERY NOTE BY US POWER SQUADRON 1987 (BT)
 SY0002'MARK NOT FOUND.
 SY0002
 SY0002                          STATION RECOVERY (1991)
 SY0002
 SY0002'RECOVERY NOTE BY US POWER SQUADRON 1991 (TAT)
 SY0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0006 ***********************************************************************
 SY0006  DESIGNATION -  944 7659 TIDAL 5
 SY0006  PID         -  SY0006
 SY0006  STATE/COUNTY-  WA/SNOHOMISH
 SY0006  USGS QUAD   -  EVERETT (1973)
 SY0006
 SY0006                         *CURRENT SURVEY CONTROL
 SY0006  ___________________________________________________________________
 SY0006* NAD 83(1986)-  47 58 38.     (N)    122 13 11.     (W)     SCALED    
 SY0006* NAVD 88     -         6.430  (meters)      21.10   (feet)  ADJUSTED  
 SY0006  ___________________________________________________________________
 SY0006  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY0006  DYNAMIC HT  -           6.431 (meters)      21.10  (feet)  COMP
 SY0006  MODELED GRAV-     980,775.1   (mgal)                       NAVD 88
 SY0006
 SY0006  VERT ORDER  -  FIRST     CLASS I
 SY0006
 SY0006.The horizontal coordinates were scaled from a topographic map and have
 SY0006.an estimated accuracy of +/- 6 seconds.
 SY0006
 SY0006.The orthometric height was determined by differential leveling
 SY0006.and adjusted by the National Geodetic Survey in June 1991..
 SY0006
 SY0006.The geoid height was determined by GEOID03.
 SY0006
 SY0006.The dynamic height is computed by dividing the NAVD 88
 SY0006.geopotential number by the normal gravity value computed on the
 SY0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0006.degrees latitude (g = 980.6199 gals.).
 SY0006
 SY0006.The modeled gravity was interpolated from observed gravity values.
 SY0006
 SY0006;                    North         East    Units  Estimated Accuracy
 SY0006;SPC WA N     -   109,580.      396,510.      MT  (+/- 180 meters Scaled)
 SY0006
 SY0006                          SUPERSEDED SURVEY CONTROL
 SY0006
 SY0006  NGVD 29 (??/??/??)    5.309  (m)           17.42   (f) ADJUSTED    1 1
 SY0006
 SY0006.Superseded values are not recommended for survey control.
 SY0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0006.See file dsdata.txt to determine how the superseded data were derived.
 SY0006
 SY0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU582140(NAD 83)
 SY0006_MARKER: DJ = TIDAL STATION DISK
 SY0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0006_SP_SET: ABUTMENT
 SY0006_STAMPING: 5 1927
 SY0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0006
 SY0006  HISTORY     - Date     Condition        Report By
 SY0006  HISTORY     - 1927     MONUMENTED       CGS
 SY0006  HISTORY     - 1973     GOOD             NGS
 SY0006  HISTORY     - 19910630 GOOD             USPSQD
 SY0006  HISTORY     - 19990214 MARK NOT FOUND   USPSQD
 SY0006  HISTORY     - 20041212 GOOD             USPSQD
 SY0006  HISTORY     - 20051217 GOOD             USPSQD
 SY0006
 SY0006                          STATION DESCRIPTION
 SY0006
 SY0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0006'IN EVERETT.
 SY0006'AT EVERETT, 0.1 MILE SOUTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD
 SY0006'FROM THE STATION, AT RAILROAD BRIDGE 1784.0 OVER BOND STREET, AT
 SY0006'RAILROAD BRIDGE 1784.0 OVER BOND STREET, IN THE TOP AND AT THE
 SY0006'NORTHWEST END OF THE CONCRETE ABUTMENT, 3.1 FEET SOUTHEAST OF THE
 SY0006'SOUTHEAST END OF THE CONCRETE RETAINING WALL, 0.6 FOOT NORTHEAST OF
 SY0006'THE SOUTHWEST EDGE OF THE ABUTMENT, 9.0 FEET NORTHEAST OF THE
 SY0006'NORTHEAST CURB OF THE STREET, ABOUT 3 FEET HIGHER THAN THE STREET,
 SY0006'ABOUT 2 FEET HIGHER THAN THE LOWER RAILROAD, AND ABOUT 18 FEET LOWER
 SY0006'THAN THE UPPER TRACK.  1/4, SEC 30, T 29N, R 5E.
 SY0006
 SY0006                          STATION RECOVERY (1991)
 SY0006
 SY0006'RECOVERY NOTE BY US POWER SQUADRON 1991 (TAT)
 SY0006'RECOVERED IN GOOD CONDITION.
 SY0006
 SY0006                          STATION RECOVERY (1999)
 SY0006
 SY0006'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0006'MARK NOT FOUND.
 SY0006
 SY0006                          STATION RECOVERY (2004)
 SY0006
 SY0006'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJM)
 SY0006'RECOVERED IN GOOD CONDITION.
 SY0006
 SY0006                          STATION RECOVERY (2005)
 SY0006
 SY0006'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0351 ***********************************************************************
 TR0351  DESIGNATION -  944 7929 TIDAL 2
 TR0351  PID         -  TR0351
 TR0351  STATE/COUNTY-  WA/ISLAND
 TR0351  USGS QUAD   -  COUPEVILLE (1973)
 TR0351
 TR0351                         *CURRENT SURVEY CONTROL
 TR0351  ___________________________________________________________________
 TR0351* NAD 83(1986)-  48 13 15.     (N)    122 41 17.     (W)     SCALED    
 TR0351* NAVD 88     -         6.678  (meters)      21.91   (feet)  ADJUSTED  
 TR0351  ___________________________________________________________________
 TR0351  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 TR0351  DYNAMIC HT  -           6.679 (meters)      21.91  (feet)  COMP
 TR0351  MODELED GRAV-     980,834.9   (mgal)                       NAVD 88
 TR0351
 TR0351  VERT ORDER  -  FIRST     CLASS II
 TR0351
 TR0351.The horizontal coordinates were scaled from a topographic map and have
 TR0351.an estimated accuracy of +/- 6 seconds.
 TR0351
 TR0351.The orthometric height was determined by differential leveling
 TR0351.and adjusted by the National Geodetic Survey in June 1991..
 TR0351
 TR0351.The geoid height was determined by GEOID03.
 TR0351
 TR0351.The dynamic height is computed by dividing the NAVD 88
 TR0351.geopotential number by the normal gravity value computed on the
 TR0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0351.degrees latitude (g = 980.6199 gals.).
 TR0351
 TR0351.The modeled gravity was interpolated from observed gravity values.
 TR0351
 TR0351;                    North         East    Units  Estimated Accuracy
 TR0351;SPC WA N     -   137,400.      362,200.      MT  (+/- 180 meters Scaled)
 TR0351
 TR0351                          SUPERSEDED SURVEY CONTROL
 TR0351
 TR0351  NGVD 29 (??/??/92)    5.54   (m)           18.2    (f) COMPUTED    1 2
 TR0351
 TR0351.Superseded values are not recommended for survey control.
 TR0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0351.See file dsdata.txt to determine how the superseded data were derived.
 TR0351
 TR0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU231408(NAD 83)
 TR0351_MARKER: DB = BENCH MARK DISK
 TR0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0351_SP_SET: DRILL HOLE IN WALL
 TR0351_STAMPING: 2 1935
 TR0351_MARK LOGO: CGS   
 TR0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0351+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 TR0351
 TR0351  HISTORY     - Date     Condition        Report By
 TR0351  HISTORY     - 1935     MONUMENTED       CGS
 TR0351  HISTORY     - 1952     GOOD             NGS
 TR0351  HISTORY     - 19900130 GOOD             NGS
 TR0351  HISTORY     - 20030626 GOOD             USPSQD
 TR0351  HISTORY     - 20060121 GOOD             USPSQD
 TR0351
 TR0351                          STATION DESCRIPTION
 TR0351
 TR0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0351'IN COUPEVILLE.
 TR0351'AT COUPEVILLE, AT THE INTERSECTION OF FRONT AND ALEXANDER STREETS, AT
 TR0351'A GROCERY STORE, SET VERTICALLY IN THE WEST CONCRETE WALL, 36 FEET
 TR0351'EAST OF THE CENTER LINE OF ALEXANDER STREET, 28 1/2 FEET SOUTH OF THE
 TR0351'CENTER LINE OF FRONT STREET, 1.0 FOOT SOUTH OF THE NORTHWEST CORNER OF
 TR0351'THE BUILDING, AND 0.8 FOOT HIGHER THAN THE SIDEWALK.
 TR0351
 TR0351                          STATION RECOVERY (1990)
 TR0351
 TR0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TR0351'THE STATION IS LOCATED AOUT 43.5 KM (27.0 MI) WEST OF ARLINGTON, 35.4
 TR0351'KM (22.0 MI) SOUTH OF ANACORTES, 12.9 KM (8.0 MI) NORTHEAST OF PORT
 TR0351'TOWNSEND AND IN THE CITY OF COUPEVILLE.
 TR0351'TO REACH FROM THE JUNCTION OF STATE ROUTE 20 AND MAIN STREET IN
 TR0351'COUPEVILLE, GO NORTH ON MAIN STREET FOR 3.06 KM (1.90 MI) TO A
 TR0351'SIDEROAD LEFT. TURN LEFT AND GO AND GO WEST ON COVELAND STREET FOR
 TR0351'0.16 KM (0.10 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 TR0351'ALEXANDER STREET FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF FRONT
 TR0351'STREET AND THE STATION ON THE RIGHT.
 TR0351'THE MARK IS SET IN A DRILL HOLE IN THE WALL OF THE BUILDING.  IT IS
 TR0351'11.0 M (36.1 FT) EAST OF THE CENTER OF ALEXANDER STREET, 8.8 M
 TR0351'(28.9 FT) SOUTH OF THE CENTER OF FRONT STREET AND 0.3 M (1.0 FT)
 TR0351'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING.
 TR0351
 TR0351                          STATION RECOVERY (2003)
 TR0351
 TR0351'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRB)
 TR0351'STATION RECOVERY (1990) IS CORRECT EXCEPT THE LAST LINE SHOULD READ
 TR0351''IT IS LOCATED 11.0 M (36.1 FT) EAST OF THE CENTER OF ALEXANDER
 TR0351'STREET, 8.8 M (28.9 FT) SOUTH OF THE CENTER OF FRONT STREET AND 0.3 M
 TR0351'(1.0) FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, AND 0.8 FOOT
 TR0351'HIGHER THAN THE SIDEWALK.'
 TR0351
 TR0351                          STATION RECOVERY (2006)
 TR0351
 TR0351'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0353 ***********************************************************************
 TR0353  DESIGNATION -  944 7929 TIDAL 4
 TR0353  PID         -  TR0353
 TR0353  STATE/COUNTY-  WA/ISLAND
 TR0353  USGS QUAD   -  COUPEVILLE (1973)
 TR0353
 TR0353                         *CURRENT SURVEY CONTROL
 TR0353  ___________________________________________________________________
 TR0353* NAD 83(1986)-  48 13 11.     (N)    122 41 19.     (W)     SCALED    
 TR0353* NAVD 88     -        15.444  (meters)      50.67   (feet)  ADJUSTED  
 TR0353  ___________________________________________________________________
 TR0353  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 TR0353  DYNAMIC HT  -          15.447 (meters)      50.68  (feet)  COMP
 TR0353  MODELED GRAV-     980,834.9   (mgal)                       NAVD 88
 TR0353
 TR0353  VERT ORDER  -  FIRST     CLASS II
 TR0353
 TR0353.The horizontal coordinates were scaled from a topographic map and have
 TR0353.an estimated accuracy of +/- 6 seconds.
 TR0353
 TR0353.The orthometric height was determined by differential leveling
 TR0353.and adjusted by the National Geodetic Survey in June 1991..
 TR0353
 TR0353.The geoid height was determined by GEOID03.
 TR0353
 TR0353.The dynamic height is computed by dividing the NAVD 88
 TR0353.geopotential number by the normal gravity value computed on the
 TR0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0353.degrees latitude (g = 980.6199 gals.).
 TR0353
 TR0353.The modeled gravity was interpolated from observed gravity values.
 TR0353
 TR0353;                    North         East    Units  Estimated Accuracy
 TR0353;SPC WA N     -   137,270.      362,160.      MT  (+/- 180 meters Scaled)
 TR0353
 TR0353                          SUPERSEDED SURVEY CONTROL
 TR0353
 TR0353  NGVD 29 (??/??/92)   14.31   (m)           46.9    (f) COMPUTED    1 2
 TR0353
 TR0353.Superseded values are not recommended for survey control.
 TR0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0353.See file dsdata.txt to determine how the superseded data were derived.
 TR0353
 TR0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU231407(NAD 83)
 TR0353_MARKER: DB = BENCH MARK DISK
 TR0353_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TR0353_SP_SET: DRILL HOLE IN FOUNDATION
 TR0353_STAMPING: 4 1935
 TR0353_MARK LOGO: CGS   
 TR0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0353+STABILITY: SURFACE MOTION
 TR0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0353+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1990
 TR0353
 TR0353  HISTORY     - Date     Condition        Report By
 TR0353  HISTORY     - 1935     MONUMENTED       CGS
 TR0353  HISTORY     - 1952     GOOD             NGS
 TR0353  HISTORY     - 19900130 GOOD             NGS
 TR0353  HISTORY     - 20030719 MARK NOT FOUND   USPSQD
 TR0353
 TR0353                          STATION DESCRIPTION
 TR0353
 TR0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0353'IN COUPEVILLE.
 TR0353'AT COUPEVILLE, AT THE INTERSECTION OF COVELAND AND ALEXANDER STREETS,
 TR0353'AT THE UNION OIL COMPANY DISTRIBUTION PLANT, IN THE TOP OF THE
 TR0353'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE EAST ONE OF FOUR
 TR0353'FUEL-STORAGE TANKS, 220 FEET SOUTH OF THE CENTER LINE OF COVELAND
 TR0353'STREET, 40 FEET WEST OF THE CENTER LINE OF ALEXANDER STREET, 6.1 FEET
 TR0353'WEST OF A HIGH FENCE, AND ABOUT 1 FOOT ABOVE THE GROUND.
 TR0353
 TR0353                          STATION RECOVERY (1990)
 TR0353
 TR0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TR0353'THE STATION IS LOCATED AOUT 43.5 KM (27.0 MI) WEST OF ARLINGTON, 35.4
 TR0353'KM (22.0 MI) SOUTH OF ANACORTES, 12.9 KM (8.0 MI) NORTHEAST OF PORT
 TR0353'TOWNSEND AND IN THE CITY OF COUPEVILLE ON PROPERTY OWNED BY THE UNION
 TR0353'OIL COMPANY
 TR0353'TO REACH FROM THE JUNCTION OF STATE ROUTE 20 AND MAIN STREET IN
 TR0353'COUPEVILLE, GO NORTH ON MAIN STREET FOR 3.06 KM (1.90 MI) TO A
 TR0353'SIDEROAD LEFT. TURN LEFT AND GO AND GO WEST ON COVELAND STREET FOR
 TR0353'0.16 KM (0.10 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 TR0353'ALEXANDER STREET FOR 0.08 KM (0.05 MI) THE STATION ON THE RIGHT.
 TR0353'THE MARK IS SET IN A DRILL HOLE IN THE FOUNDATION WALL AROUND THE FULE
 TR0353'STORAGE TANKS.  IT IS 67 M (219.8 FT) SOUTH OF THE CENTER OF COVELAND
 TR0353'STREET, 12.2 M (40.0 FT) WEST OF THE CENTER OF ALEXANDER STREET, 1.8
 TR0353'M (5.9 FT) WEST OF A CHAIN LINK FENCE AND IN THE NORTHEAST CORNER OF
 TR0353'THE EAST ONE OF THE FOUR FULE TANKS.
 TR0353
 TR0353                          STATION RECOVERY (2003)
 TR0353
 TR0353'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRB)
 TR0353'THE FUEL TANKS AND CONCRETE FOUNDATION WALLS ON WHICH THEY WERE PLACED
 TR0353'WERE REMOVED IN 1991.  THE SITE IS NOW A VACANT LOT.  THE MARK WAS
 TR0353'DESTROYED WHEN THE TANK FOUNDATIONS WERE REMOVED FROM THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2729 ***********************************************************************
 TR2729  DESIGNATION -  944 7995 TIDAL 2 RESET
 TR2729  PID         -  TR2729
 TR2729  STATE/COUNTY-  WA/ISLAND
 TR2729  USGS QUAD   -  DECEPTION PASS (1978)
 TR2729
 TR2729                         *CURRENT SURVEY CONTROL
 TR2729  ___________________________________________________________________
 TR2729* NAD 83(1986)-  48 23 47.     (N)    122 37 45.     (W)     SCALED    
 TR2729* NAVD 88     -         4.06   (meters)      13.3    (feet)  RESET     
 TR2729  ___________________________________________________________________
 TR2729  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 TR2729
 TR2729  VERT ORDER  -  THIRD
 TR2729
 TR2729.The horizontal coordinates were scaled from a topographic map and have
 TR2729.an estimated accuracy of +/- 6 seconds.
 TR2729
 TR2729.The orthometric height was computed from unverified reset data.
 TR2729.No vertical observational check was made to the station.
 TR2729
 TR2729.The geoid height was determined by GEOID03.
 TR2729
 TR2729;                    North         East    Units  Estimated Accuracy
 TR2729;SPC WA N     -   156,810.      367,030.      MT  (+/- 180 meters Scaled)
 TR2729
 TR2729                          SUPERSEDED SURVEY CONTROL
 TR2729
 TR2729.No superseded survey control is available for this station.
 TR2729
 TR2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU274604(NAD 83)
 TR2729_MARKER: DB = BENCH MARK DISK
 TR2729_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 TR2729_SP_SET: SIDEWALK
 TR2729_STAMPING: TIDAL 2 1952 RESET 1984
 TR2729_MARK LOGO: NGS   
 TR2729_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2729
 TR2729  HISTORY     - Date     Condition        Report By
 TR2729  HISTORY     - 1984     MONUMENTED       NGS
 TR2729  HISTORY     - 20050521 GOOD             USPSQD
 TR2729
 TR2729                          STATION DESCRIPTION
 TR2729
 TR2729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 TR2729'1.45 KM (0.90 MI) SOUTH ALONG STATE HIGHWAY 20 FROM THE SOUTH END OF
 TR2729'THE BRIDGE OVER DECEPTION PASS TO A SIDE ROAD LEFT, THENCE 2.09 KM
 TR2729'(1.30 MI) NORTHEAST ALONG CORNET BAY ROAD TO THE ENTRANCE TO THE BOAT
 TR2729'LAUNCH AREA AND THE MARK ON THE LEFT, AT THE NORTHEAST SIDE OF THE
 TR2729'COMFORT STATION, 16 M (52.5 FT) WEST OF THE CENTER OF THE ENTRANCE
 TR2729'ROAD, 7 M (23.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE PARKING LOT,
 TR2729'4.1 M (13.5 FT) WEST OF THE EAST CORNER OF THE COMFORT STATION, 2.3 M
 TR2729'(7.5 FT) EAST OF THE WEST CORNER, 0.3 M (1.0 FT) NORTH OF THE
 TR2729'SOUTHEAST CORNER OF THE ENTRANCE TO THE WOMENS SECTION.
 TR2729
 TR2729                          STATION RECOVERY (2005)
 TR2729
 TR2729'RECOVERY NOTE BY US POWER SQUADRON 2005 (MDR)
 TR2729'5/21/05 RECOVERED IN GOOD CONDITION. SLIGHT DESCRIPTION CHANGE.
 TR2729'COMFORT STATION HAS HAD SOME MODIFICATIONS AND MARK IS NOW ON SLAB 8
 TR2729'NORTH AND 12  EAST OF INSIDE CORNER OF FOYER OF THE WOMENS SECTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0153 ***********************************************************************
 TR0153  DESIGNATION -  944 8436 TIDAL 1 RESET
 TR0153  PID         -  TR0153
 TR0153  STATE/COUNTY-  WA/SNOHOMISH
 TR0153  USGS QUAD   -  STANWOOD (1978)
 TR0153
 TR0153                         *CURRENT SURVEY CONTROL
 TR0153  ___________________________________________________________________
 TR0153* NAD 83(1986)-  48 14 27.     (N)    122 22 15.     (W)     SCALED    
 TR0153* NAVD 88     -         3.713  (meters)      12.18   (feet)  ADJUSTED  
 TR0153  ___________________________________________________________________
 TR0153  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 TR0153  DYNAMIC HT  -           3.713 (meters)      12.18  (feet)  COMP
 TR0153  MODELED GRAV-     980,811.6   (mgal)                       NAVD 88
 TR0153
 TR0153  VERT ORDER  -  FIRST     CLASS I
 TR0153
 TR0153.The horizontal coordinates were scaled from a topographic map and have
 TR0153.an estimated accuracy of +/- 6 seconds.
 TR0153
 TR0153.The orthometric height was determined by differential leveling
 TR0153.and adjusted by the National Geodetic Survey in June 1991..
 TR0153
 TR0153.The geoid height was determined by GEOID03.
 TR0153
 TR0153.The dynamic height is computed by dividing the NAVD 88
 TR0153.geopotential number by the normal gravity value computed on the
 TR0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0153.degrees latitude (g = 980.6199 gals.).
 TR0153
 TR0153.The modeled gravity was interpolated from observed gravity values.
 TR0153
 TR0153;                    North         East    Units  Estimated Accuracy
 TR0153;SPC WA N     -   139,100.      385,810.      MT  (+/- 180 meters Scaled)
 TR0153
 TR0153                          SUPERSEDED SURVEY CONTROL
 TR0153
 TR0153  NGVD 29 (??/??/92)    2.577  (m)            8.45   (f) ADJ UNCH    1 1
 TR0153
 TR0153.Superseded values are not recommended for survey control.
 TR0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0153.See file dsdata.txt to determine how the superseded data were derived.
 TR0153
 TR0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU467432(NAD 83)
 TR0153_MARKER: DB = BENCH MARK DISK
 TR0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0153_SP_SET: DRILL HOLE IN FOUNDATION
 TR0153_STAMPING: NO 1 RESET 1959
 TR0153_MARK LOGO: CGS   
 TR0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0153+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1990
 TR0153
 TR0153  HISTORY     - Date     Condition        Report By
 TR0153  HISTORY     - 1959     MONUMENTED       CGS
 TR0153  HISTORY     - 1973     GOOD             NGS
 TR0153  HISTORY     - 19900412 GOOD             NGS
 TR0153  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR0153  HISTORY     - 20020724 MARK NOT FOUND   CHANCE
 TR0153
 TR0153                          STATION DESCRIPTION
 TR0153
 TR0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0153'IN STANWOOD.
 TR0153'AT STANWOOD, AT THE JUNCTION OF 269TH PLACE NORTHWEST AND 102ND DRIVE
 TR0153'NORTHWEST, IN THE TOP OF THE NORTH CONCRETE FOUNDATION OF THE EAST
 TR0153'WING OF THE TWIN CITIES FOODS INC. BUILDING, 10 FEET EAST OF THE
 TR0153'CENTER OF THE NORTH ENTRANCE, 4.5 FEET EAST OF THE EAST END OF THE TOP
 TR0153'STEP TO ENTRANCE, 164 FEET SOUTH OF THE SOUTH CURB OF PLACE, 10 FEET
 TR0153'EAST OF THE EXTENDED CENTER LINE OF THE DRIVE, AND ABOUT 1.6 FEET
 TR0153'HIGHER THAN THE ASPHALT PARKING LOT.  SEC 24, T 32N, R 3E.
 TR0153
 TR0153                          STATION RECOVERY (1990)
 TR0153
 TR0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TR0153'THE STATION IS LOCATED ABOUT 27.4 KM (17.0 MI) EAST OF COUPEVILLE,
 TR0153'20.9 KM (13.0 MI) SOUTH OF MOUNT VERNON, 19.3 KM (12.0 MI)
 TR0153'NORTH-NORTHWEST OF ARLINGTON AND IN THE CITY OF STANWOOD IN SECTION
 TR0153'19, T32N, R4E.
 TR0153
 TR0153                          STATION RECOVERY (2001)
 TR0153
 TR0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0153'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 TR0153
 TR0153                          STATION RECOVERY (2002)
 TR0153
 TR0153'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2002 (JWC)
 TR0153'SHOALS SURVEY (USACE MOBILE)
 TR0153'MARK NOT FOUND, TWIN CITIES FOODS INC. BUILDING BURNED DOWN IN 1998
 TR0153'AND SURROUNDING AREA WAS REBUILT.  BELIEVE MARK WAS DESTROYED AND NOT
 TR0153'REPORTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0151 ***********************************************************************
 TR0151  DESIGNATION -  944 8436 TIDAL 3 RESET
 TR0151  PID         -  TR0151
 TR0151  STATE/COUNTY-  WA/SNOHOMISH
 TR0151  USGS QUAD   -  STANWOOD (1978)
 TR0151
 TR0151                         *CURRENT SURVEY CONTROL
 TR0151  ___________________________________________________________________
 TR0151* NAD 83(1986)-  48 14 29.     (N)    122 22 15.     (W)     SCALED    
 TR0151* NAVD 88     -         2.608  (meters)       8.56   (feet)  ADJUSTED  
 TR0151  ___________________________________________________________________
 TR0151  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 TR0151  DYNAMIC HT  -           2.609 (meters)       8.56  (feet)  COMP
 TR0151  MODELED GRAV-     980,811.7   (mgal)                       NAVD 88
 TR0151
 TR0151  VERT ORDER  -  FIRST     CLASS I
 TR0151
 TR0151.The horizontal coordinates were scaled from a topographic map and have
 TR0151.an estimated accuracy of +/- 6 seconds.
 TR0151
 TR0151.The orthometric height was determined by differential leveling
 TR0151.and adjusted by the National Geodetic Survey in June 1991..
 TR0151
 TR0151.The geoid height was determined by GEOID03.
 TR0151
 TR0151.The dynamic height is computed by dividing the NAVD 88
 TR0151.geopotential number by the normal gravity value computed on the
 TR0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0151.degrees latitude (g = 980.6199 gals.).
 TR0151
 TR0151.The modeled gravity was interpolated from observed gravity values.
 TR0151
 TR0151;                    North         East    Units  Estimated Accuracy
 TR0151;SPC WA N     -   139,160.      385,810.      MT  (+/- 180 meters Scaled)
 TR0151
 TR0151                          SUPERSEDED SURVEY CONTROL
 TR0151
 TR0151  NGVD 29 (??/??/92)    1.47   (m)            4.8    (f) COMPUTED    1 1
 TR0151
 TR0151.Superseded values are not recommended for survey control.
 TR0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0151.See file dsdata.txt to determine how the superseded data were derived.
 TR0151
 TR0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU467433(NAD 83)
 TR0151_MARKER: DB = BENCH MARK DISK
 TR0151_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 TR0151_SP_SET: DRILL HOLE IN SIDE WALK
 TR0151_STAMPING: 3 RESET 1965
 TR0151_MARK LOGO: CGS   
 TR0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0151+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1990
 TR0151
 TR0151  HISTORY     - Date     Condition        Report By
 TR0151  HISTORY     - 1965     MONUMENTED       CGS
 TR0151  HISTORY     - 1973     GOOD             NGS
 TR0151  HISTORY     - 19900412 GOOD             NGS
 TR0151  HISTORY     - 19910721 GOOD             USPSQD
 TR0151  HISTORY     - 20010331 GOOD             NGS
 TR0151
 TR0151                          STATION DESCRIPTION
 TR0151
 TR0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0151'IN STANWOOD.
 TR0151'AT STANWOOD, AT THE NORTHWEST CORNER OF THE JUNCTION OF 270TH STREET
 TR0151'NORTHWEST AND 102ND AVENUE NORTHWEST, IN THE TOP OF THE NORTH SIDEWALK
 TR0151'OF THE STREET, 14.5 FEET WEST OF THE WEST CURB OF THE AVENUE, 3.2 FEET
 TR0151'NORTH OF THE NORTH CURB OF THE STREET, 2.6 FEET NORTHWEST OF THE
 TR0151'CENTER OF A FIRE HYDRANT, 27 FEET EAST OF POWER POLE WITH STREET
 TR0151'LIGHT, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.  SEC 24, T 32N, R
 TR0151'3E.
 TR0151
 TR0151                          STATION RECOVERY (1990)
 TR0151
 TR0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TR0151'THE STATION IS LOCATED ABOUT 27.4 KM (17.0 MI) EAST OF COUPEVILLE,
 TR0151'20.9 KM (13.0 MI) SOUTH OF MOUNT VERNON, 19.3 KM (12.0 MI)
 TR0151'NORTH-NORTHWEST OF ARLINGTON AND IN THE CITY OF STANWOOD IN SECTION
 TR0151'19, T32N, R4E.
 TR0151
 TR0151                          STATION RECOVERY (1991)
 TR0151
 TR0151'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 TR0151'RECOVERED IN GOOD CONDITION.
 TR0151
 TR0151                          STATION RECOVERY (2001)
 TR0151
 TR0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0151'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0149 ***********************************************************************
 TR0149  DESIGNATION -  944 8436 TIDAL 4
 TR0149  PID         -  TR0149
 TR0149  STATE/COUNTY-  WA/SNOHOMISH
 TR0149  USGS QUAD   -  STANWOOD (1978)
 TR0149
 TR0149                         *CURRENT SURVEY CONTROL
 TR0149  ___________________________________________________________________
 TR0149* NAD 83(1986)-  48 14 30.     (N)    122 22 11.     (W)     SCALED    
 TR0149* NAVD 88     -         2.897  (meters)       9.50   (feet)  ADJUSTED  
 TR0149  ___________________________________________________________________
 TR0149  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 TR0149  DYNAMIC HT  -           2.898 (meters)       9.51  (feet)  COMP
 TR0149  MODELED GRAV-     980,811.8   (mgal)                       NAVD 88
 TR0149
 TR0149  VERT ORDER  -  FIRST     CLASS I
 TR0149
 TR0149.The horizontal coordinates were scaled from a topographic map and have
 TR0149.an estimated accuracy of +/- 6 seconds.
 TR0149
 TR0149.The orthometric height was determined by differential leveling
 TR0149.and adjusted by the National Geodetic Survey in June 1991..
 TR0149.WARNING-Repeat measurements at this control monument indicate possible
 TR0149.vertical movement.
 TR0149
 TR0149.The geoid height was determined by GEOID03.
 TR0149
 TR0149.The dynamic height is computed by dividing the NAVD 88
 TR0149.geopotential number by the normal gravity value computed on the
 TR0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0149.degrees latitude (g = 980.6199 gals.).
 TR0149
 TR0149.The modeled gravity was interpolated from observed gravity values.
 TR0149
 TR0149;                    North         East    Units  Estimated Accuracy
 TR0149;SPC WA N     -   139,190.      385,900.      MT  (+/- 180 meters Scaled)
 TR0149
 TR0149                          SUPERSEDED SURVEY CONTROL
 TR0149
 TR0149  NGVD 29 (??/??/92)    1.76   (m)            5.8    (f) COMPUTED    1 1
 TR0149
 TR0149.Superseded values are not recommended for survey control.
 TR0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0149.See file dsdata.txt to determine how the superseded data were derived.
 TR0149
 TR0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU467433(NAD 83)
 TR0149_MARKER: DB = BENCH MARK DISK
 TR0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0149_SP_SET: DRILL HOLE IN BUILDING
 TR0149_STAMPING: 4 1935
 TR0149_MARK LOGO: CGS   
 TR0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0149+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1990
 TR0149
 TR0149  HISTORY     - Date     Condition        Report By
 TR0149  HISTORY     - 1935     MONUMENTED       CGS
 TR0149  HISTORY     - 1973     GOOD             NGS
 TR0149  HISTORY     - 1983     GOOD             USPSQD
 TR0149  HISTORY     - 1984     GOOD             USPSQD
 TR0149  HISTORY     - 19900412 GOOD             NGS
 TR0149  HISTORY     - 19910721 GOOD             USPSQD
 TR0149  HISTORY     - 20010331 GOOD             NGS
 TR0149
 TR0149                          STATION DESCRIPTION
 TR0149
 TR0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0149'IN STANWOOD.
 TR0149'AT STANWOOD, AT THE NORTHWEST CORNER OF THE JUNCTION OF 270TH STREET
 TR0149'NORTHWEST AND 101ST AVENUE NORTHWEST, IN THE TOP AND 0.6 FOOT
 TR0149'NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF A
 TR0149'BRICK BUILDING (FORMERLY THE FIRST NATIONAL BANK BUILDING), 0.5 FOOT
 TR0149'SOUTHEAST OF THE SOUTHEAST FACE OF THE BUILDING, 13.5 FEET NORTH OF
 TR0149'THE NORTH CURB OF THE STREET, 10.8 FEET WEST OF THE WEST CURB OF THE
 TR0149'AVENUE, AND ABOUT 1/2 FOOT HIGHER THAN THE STREET.  SEC 24, T 32N, R
 TR0149'3E.
 TR0149
 TR0149                          STATION RECOVERY (1983)
 TR0149
 TR0149'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0149'RECOVERED IN GOOD CONDITION.
 TR0149
 TR0149                          STATION RECOVERY (1984)
 TR0149
 TR0149'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0149'RECOVERED IN GOOD CONDITION.
 TR0149
 TR0149                          STATION RECOVERY (1990)
 TR0149
 TR0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TR0149'THE STATION IS LOCATED ABOUT 27.4 KM (17.0 MI) EAST OF COUPEVILLE,
 TR0149'20.9 KM (13.0 MI) SOUTH OF MOUNT VERNON, 19.3 KM (12.0 MI)
 TR0149'NORTH-NORTHWEST OF ARLINGTON AND IN THE CITY OF STANWOOD IN SECTION
 TR0149'19, T32N, R4E.
 TR0149
 TR0149                          STATION RECOVERY (1991)
 TR0149
 TR0149'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 TR0149'RECOVERED IN GOOD CONDITION.
 TR0149
 TR0149                          STATION RECOVERY (2001)
 TR0149
 TR0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0149'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0237 ***********************************************************************
 TR0237  DESIGNATION -  944 8558 TIDAL 2
 TR0237  PID         -  TR0237
 TR0237  STATE/COUNTY-  WA/SKAGIT
 TR0237  USGS QUAD   -  LA CONNER (1973)
 TR0237
 TR0237                         *CURRENT SURVEY CONTROL
 TR0237  ___________________________________________________________________
 TR0237* NAD 83(1986)-  48 23 27.     (N)    122 29 46.     (W)     SCALED    
 TR0237* NAVD 88     -         3.928  (meters)      12.89   (feet)  ADJUSTED  
 TR0237  ___________________________________________________________________
 TR0237  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR0237  DYNAMIC HT  -           3.929 (meters)      12.89  (feet)  COMP
 TR0237  MODELED GRAV-     980,857.5   (mgal)                       NAVD 88
 TR0237
 TR0237  VERT ORDER  -  FIRST     CLASS II
 TR0237
 TR0237.The horizontal coordinates were scaled from a topographic map and have
 TR0237.an estimated accuracy of +/- 6 seconds.
 TR0237
 TR0237.The orthometric height was determined by differential leveling
 TR0237.and adjusted by the National Geodetic Survey in June 1991..
 TR0237
 TR0237.The geoid height was determined by GEOID03.
 TR0237
 TR0237.The dynamic height is computed by dividing the NAVD 88
 TR0237.geopotential number by the normal gravity value computed on the
 TR0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0237.degrees latitude (g = 980.6199 gals.).
 TR0237
 TR0237.The modeled gravity was interpolated from observed gravity values.
 TR0237
 TR0237;                    North         East    Units  Estimated Accuracy
 TR0237;SPC WA N     -   155,970.      376,870.      MT  (+/- 180 meters Scaled)
 TR0237
 TR0237                          SUPERSEDED SURVEY CONTROL
 TR0237
 TR0237  NGVD 29 (??/??/92)    2.77   (m)            9.1    (f) COMPUTED    1 2
 TR0237
 TR0237.Superseded values are not recommended for survey control.
 TR0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0237.See file dsdata.txt to determine how the superseded data were derived.
 TR0237
 TR0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU373598(NAD 83)
 TR0237_MARKER: DB = BENCH MARK DISK
 TR0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0237_SP_SET: BUILDING
 TR0237_STAMPING: 2 1935
 TR0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0237
 TR0237  HISTORY     - Date     Condition        Report By
 TR0237  HISTORY     - 1935     MONUMENTED       CGS
 TR0237  HISTORY     - 1952     GOOD             NGS
 TR0237  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0237  HISTORY     - 1975     MARK NOT FOUND   WAA
 TR0237  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 TR0237
 TR0237                          STATION DESCRIPTION
 TR0237
 TR0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0237'IN LACONNER.
 TR0237'AT LACONNER, AT THE LACONNER BRANCH NATIONAL BANK OF COMMERCE
 TR0237'BUILDING, SET VERTICALLY IN THE WEST BRICK WALL OF THE BUILDING, 0.9
 TR0237'FOOT NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND ABOUT LEVEL
 TR0237'WITH THE SIDEWALK.
 TR0237
 TR0237                          STATION RECOVERY (1973)
 TR0237
 TR0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0237'MARK NOT FOUND.
 TR0237
 TR0237                          STATION RECOVERY (1975)
 TR0237
 TR0237'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1975
 TR0237'MARK NOT FOUND.
 TR0237
 TR0237                          STATION RECOVERY (2005)
 TR0237
 TR0237'RECOVERY NOTE BY US POWER SQUADRON 2005
 TR0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2682 ***********************************************************************
 TR2682  DESIGNATION -  944 8739 B TIDAL
 TR2682  PID         -  TR2682
 TR2682  STATE/COUNTY-  WA/SKAGIT
 TR2682  USGS QUAD   -  DECEPTION PASS (1978)
 TR2682
 TR2682                         *CURRENT SURVEY CONTROL
 TR2682  ___________________________________________________________________
 TR2682* NAD 83(1991)-  48 29 27.19431(N)    122 41 00.94836(W)     ADJUSTED  
 TR2682* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 TR2682  ___________________________________________________________________
 TR2682  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 TR2682  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR2682
 TR2682  HORZ ORDER  -  THIRD
 TR2682
 TR2682.The horizontal coordinates were established by classical geodetic methods
 TR2682.and adjusted by the National Geodetic Survey in December 1991..
 TR2682
 TR2682.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2682
 TR2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2682
 TR2682.The geoid height was determined by GEOID03.
 TR2682
 TR2682;                    North         East     Units Scale Factor Converg.
 TR2682;SPC WA N     -   167,407.323   363,256.592   MT  0.99996343   -1 22 39.2
 TR2682;SPC WA N     -   549,235.53  1,191,784.34   sFT  0.99996343   -1 22 39.2
 TR2682;UTM  10      - 5,370,910.988   523,377.467   MT  0.99960671   +0 14 13.0
 TR2682
 TR2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2682!SPC WA N     -   1.00000275  x   0.99996343  =   0.99996618
 TR2682!UTM  10      -   1.00000275  x   0.99960671  =   0.99960946
 TR2682
 TR2682|---------------------------------------------------------------------|
 TR2682| PID    Reference Object                     Distance      Geod. Az  |
 TR2682|                                                           dddmmss.s |
 TR2682| AH7519 944 8739 A TIDAL                      0.902 METERS 12622     |
 TR2682|---------------------------------------------------------------------|
 TR2682
 TR2682                          SUPERSEDED SURVEY CONTROL
 TR2682
 TR2682  NAD 83(1986)-  48 29 27.19540(N)    122 41 00.94970(W) AD(       ) 3
 TR2682  NGVD 29 (08/09/90)    3.2    (m)           10.     (f) VERT ANG       
 TR2682
 TR2682.Superseded values are not recommended for survey control.
 TR2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2682.See file dsdata.txt to determine how the superseded data were derived.
 TR2682
 TR2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2337770911(NAD 83)
 TR2682_MARKER: DD = SURVEY DISK
 TR2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2682_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TR2682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TR2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2682+STABILITY: SURFACE MOTION
 TR2682
 TR2682  HISTORY     - Date     Condition        Report By
 TR2682  HISTORY     - 1981     MONUMENTED       NOS
 TR2682
 TR2682                          STATION DESCRIPTION
 TR2682
 TR2682'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RBM)
 TR2682'LOCATED IN THE SOUTHWEST SECTION OF THE TOWN OF ANACORTES, ALONG
 TR2682'THE SOUTH SHORE OF THE BREAKWATER OF FLOUNDER BAY, ABOUT 1/3 MILE
 TR2682'WEST OF THE ENTRANCE TO FLOUNDER BAY, ABOUT 260 METERS SOUTH OF
 TR2682'OF THE MAIN BUILDING OF THE SKYLINE MARINA INC., SET IN THE CENTER
 TR2682'OF THE TOP OF A 10 FOOT SQUARE BY 10 FOOT HIGH CONCRETE BLOCK,
 TR2682'THAT WAS THE BASE OF A CRANE. THE CONCRETE BLOCK IS DETACHED FROM
 TR2682'THE SHORELINE AT HIGH TIDE.
 TR2682'
 TR2682'THE STATION IS A NATIONAL OCEAN SURVEY DISK
 TR2682'STAMPED---944 8739 B 1981---CEMENTED IN A DRILL HOLE IN THE CENTER
 TR2682'OF THE LARGE CONCRETE BLOCK, 6.8 FEET NORTHWEST OF THE SOUTHEAST
 TR2682'CORNER OF THE BLOCK AND 0.2 FEET LOWER THAN THE TOP OF THE BLOCK.
 TR2682'
 TR2682'944 8739A IS A NATIONAL OCEAN SURVEY DISK
 TR2682'STAMPED---944 8739 A 1981---CENENTED IN A DRILL HOLE ON THE TOP
 TR2682'OF THE SAME, LARGE CONCRETE BLOCK, 4.0 FEET NORTH OF THE SOUTH
 TR2682'EDGE OF THE BLOCK AND 2.0 FEET WEST OF THE EAST EDGE OF THE BLOCK.
 TR2682'
 TR2682'A STREET PASSES ABOUT 50 YARDS NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0690 ***********************************************************************
 TR0690  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0690  DESIGNATION -  944 8794 TIDAL 14
 TR0690  PID         -  TR0690
 TR0690  STATE/COUNTY-  WA/SKAGIT
 TR0690  USGS QUAD   -  ANACORTES NORTH (1995)
 TR0690
 TR0690                         *CURRENT SURVEY CONTROL
 TR0690  ___________________________________________________________________
 TR0690* NAD 83(1986)-  48 31 03.     (N)    122 36 45.     (W)     SCALED    
 TR0690* NAVD 88     -         8.151  (meters)      26.74   (feet)  ADJUSTED  
 TR0690  ___________________________________________________________________
 TR0690  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR0690  DYNAMIC HT  -           8.153 (meters)      26.75  (feet)  COMP
 TR0690  MODELED GRAV-     980,879.6   (mgal)                       NAVD 88
 TR0690
 TR0690  VERT ORDER  -  FIRST     CLASS II
 TR0690
 TR0690.The horizontal coordinates were scaled from a topographic map and have
 TR0690.an estimated accuracy of +/- 6 seconds.
 TR0690
 TR0690.The orthometric height was determined by differential leveling
 TR0690.and adjusted by the National Geodetic Survey in June 1991..
 TR0690
 TR0690.This Tidal Bench Mark is designated as VM 12259
 TR0690.by the Center for Operational Oceanographic Products and Services.
 TR0690
 TR0690.The geoid height was determined by GEOID03.
 TR0690
 TR0690.The dynamic height is computed by dividing the NAVD 88
 TR0690.geopotential number by the normal gravity value computed on the
 TR0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0690.degrees latitude (g = 980.6199 gals.).
 TR0690
 TR0690.The modeled gravity was interpolated from observed gravity values.
 TR0690
 TR0690;                    North         East    Units  Estimated Accuracy
 TR0690;SPC WA N     -   170,240.      368,580.      MT  (+/- 180 meters Scaled)
 TR0690
 TR0690                          SUPERSEDED SURVEY CONTROL
 TR0690
 TR0690  NGVD 29 (??/??/92)    7.003  (m)           22.98   (f) ADJ UNCH    1 2
 TR0690
 TR0690.Superseded values are not recommended for survey control.
 TR0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0690.See file dsdata.txt to determine how the superseded data were derived.
 TR0690
 TR0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU286738(NAD 83)
 TR0690_MARKER: DB = BENCH MARK DISK
 TR0690_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TR0690_SP_SET: DRILL HOLE IN FOUNDATION
 TR0690_STAMPING: NO 14 1939
 TR0690_MARK LOGO: CGS   
 TR0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0690+STABILITY: SURFACE MOTION
 TR0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0690+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 TR0690
 TR0690  HISTORY     - Date     Condition        Report By
 TR0690  HISTORY     - 1939     MONUMENTED       CGS
 TR0690  HISTORY     - 1952     GOOD             NGS
 TR0690  HISTORY     - 1976     GOOD             LOCENG
 TR0690  HISTORY     - 1984     GOOD             USPSQD
 TR0690  HISTORY     - 19891016 GOOD             NGS
 TR0690  HISTORY     - 1990     GOOD             USPSQD
 TR0690  HISTORY     - 20040318 GOOD             USPSQD
 TR0690  HISTORY     - 20060116 GOOD             USPSQD
 TR0690
 TR0690                          STATION DESCRIPTION
 TR0690
 TR0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0690'IN ANACORTES.
 TR0690'AT ANACORTES, AT THE POST OFFICE BUILDING, AT THE NORTHEAST CORNER OF
 TR0690'6TH STREET AND COMMERCIAL AVENUE, IN THE TOP OF THE CONCRETE
 TR0690'FOUNDATION OF THE BUILDING, 14 1/2 FEET NORTH OF THE CENTER OF THE
 TR0690'WEST ENTRANCE, 0.7 FOOT SOUTH OF THE NORTH END OF THE FIRST WINDOW
 TR0690'NORTH OF THE WEST ENTRANCE, 0.4 FOOT EAST OF THE WEST FACE OF THE
 TR0690'FOUNDATION, AND 2.7 FEET HIGHER THAN THE GROUND.
 TR0690
 TR0690                          STATION RECOVERY (1976)
 TR0690
 TR0690'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 TR0690'RECOVERED IN GOOD CONDITION.
 TR0690
 TR0690                          STATION RECOVERY (1984)
 TR0690
 TR0690'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0690'RECOVERED IN GOOD CONDITION.
 TR0690
 TR0690                          STATION RECOVERY (1989)
 TR0690
 TR0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TR0690'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI) EAST OF FRIDAY HARBOR,
 TR0690'24.2 KM (15.0 MI) NORTH OF COUPEVILLE, 22.5 KM (14.0 MI) NORTHWEST OF
 TR0690'MOUNT VERNON AND AT THE WEST ENTRANCE TO THE POST OFFICE IN
 TR0690'ANACORTES.
 TR0690'THE STATION IS AT THE NORTHEAST ANGLE OF THE INTEERSECTION OF
 TR0690'COMMERICIAL AVENUE AND SIXTH STREET IN ANACORTES.
 TR0690'THE MARK IS SET IN A DRILL HOLE IN THE TOP OF THE FOOTING FOR THE
 TR0690'STEPS.  IT IS 4.4 M (14.4 FT) NORTH OF THE ENTRANCE DOOR TO THE POST
 TR0690'OFFICE, 0.2 M (0.7 FT) SOUTH OF THE FIRST WINDOW NORTH OF THE
 TR0690'ENTRANCE AND 0.8 M (2.6 FT)  ABOVE THE GROUND SURFACE.
 TR0690
 TR0690                          STATION RECOVERY (1990)
 TR0690
 TR0690'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 TR0690'RECOVERED IN GOOD CONDITION.
 TR0690
 TR0690                          STATION RECOVERY (2004)
 TR0690
 TR0690'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 TR0690'RECOVERED IN GOOD CONDITION.
 TR0690
 TR0690                          STATION RECOVERY (2006)
 TR0690
 TR0690'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0689 ***********************************************************************
 TR0689  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0689  DESIGNATION -  944 8794 TIDAL 5
 TR0689  PID         -  TR0689
 TR0689  STATE/COUNTY-  WA/SKAGIT
 TR0689  USGS QUAD   -  ANACORTES NORTH (1995)
 TR0689
 TR0689                         *CURRENT SURVEY CONTROL
 TR0689  ___________________________________________________________________
 TR0689* NAD 83(1986)-  48 31 00.     (N)    122 36 32.     (W)     SCALED    
 TR0689* NAVD 88     -         4.976  (meters)      16.33   (feet)  ADJUSTED  
 TR0689  ___________________________________________________________________
 TR0689  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR0689  DYNAMIC HT  -           4.978 (meters)      16.33  (feet)  COMP
 TR0689  MODELED GRAV-     980,880.1   (mgal)                       NAVD 88
 TR0689
 TR0689  VERT ORDER  -  FIRST     CLASS II
 TR0689
 TR0689.The horizontal coordinates were scaled from a topographic map and have
 TR0689.an estimated accuracy of +/- 6 seconds.
 TR0689
 TR0689.The orthometric height was determined by differential leveling
 TR0689.and adjusted by the National Geodetic Survey in June 1991..
 TR0689
 TR0689.This Tidal Bench Mark is designated as VM 11549
 TR0689.by the Center for Operational Oceanographic Products and Services.
 TR0689
 TR0689.The geoid height was determined by GEOID03.
 TR0689
 TR0689.The dynamic height is computed by dividing the NAVD 88
 TR0689.geopotential number by the normal gravity value computed on the
 TR0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0689.degrees latitude (g = 980.6199 gals.).
 TR0689
 TR0689.The modeled gravity was interpolated from observed gravity values.
 TR0689
 TR0689;                    North         East    Units  Estimated Accuracy
 TR0689;SPC WA N     -   170,140.      368,840.      MT  (+/- 180 meters Scaled)
 TR0689
 TR0689                          SUPERSEDED SURVEY CONTROL
 TR0689
 TR0689  NGVD 29 (??/??/92)    3.83   (m)           12.6    (f) COMPUTED    1 2
 TR0689
 TR0689.Superseded values are not recommended for survey control.
 TR0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0689.See file dsdata.txt to determine how the superseded data were derived.
 TR0689
 TR0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU288738(NAD 83)
 TR0689_MARKER: DB = BENCH MARK DISK
 TR0689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0689_SP_SET: DRILL HOLE IN WALL
 TR0689_STAMPING: 5 1922
 TR0689_MARK LOGO: CGS   
 TR0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0689+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 TR0689
 TR0689  HISTORY     - Date     Condition        Report By
 TR0689  HISTORY     - 1922     MONUMENTED       CGS
 TR0689  HISTORY     - 1952     GOOD             NGS
 TR0689  HISTORY     - 1976     GOOD             LOCENG
 TR0689  HISTORY     - 19891016 GOOD             NGS
 TR0689  HISTORY     - 1990     GOOD             USPSQD
 TR0689  HISTORY     - 20040316 GOOD             USPSQD
 TR0689  HISTORY     - 20060116 GOOD             USPSQD
 TR0689
 TR0689                          STATION DESCRIPTION
 TR0689
 TR0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0689'IN ANACORTES.
 TR0689'AT ANACORTES, AT THE GREAT NORTHERN RAILWAY STATION, SET VERTICALLY IN
 TR0689'THE NORTH FACE OF THE BUILDING, 26.0 FEET WEST OF THE WEST RAIL, 3.5
 TR0689'FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, AND 0.7 FOOT HIGHER
 TR0689'THAN THE BRICK WALL.
 TR0689
 TR0689                          STATION RECOVERY (1976)
 TR0689
 TR0689'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 TR0689'RECOVERED IN GOOD CONDITION.
 TR0689
 TR0689                          STATION RECOVERY (1989)
 TR0689
 TR0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TR0689'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI) EAST OF FRIDAY HARBOR,
 TR0689'24.2 KM (15.0 MI) NORTH OF COUPEVILLE, 22.5 KM (14.0 MI) NORTHWEST OF
 TR0689'MOUNT VERNON AND AT THE BURLINGTON-NORTHERN RAILROAD DEPOT IN
 TR0689'ANACORTES.
 TR0689'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF COMMERICIAL
 TR0689'AVENUE AND SIXTH STREET IN ANACORTES, GO SOUTH ON COMMERICIAL AVENUE
 TR0689'FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF SEVENTH STREET.  TURN
 TR0689'LEFT AND GO EAST ON SEVENTH STREET FOR 0.24 KM (0.15 MI) TO A
 TR0689'T-INTERSECTION, THE RAILROAD DEPOT AND THE STATION.
 TR0689'THE MARK IS SET IN A DRILL HOLE IN THE NORTH WALL OF THE RAILROAD
 TR0689'DEPOT.  IT IS 7.9 M (25.9 FT) WEST OF THE WEST RAIL, 1.1 M (3.6 FT)
 TR0689'WEST OF THE NORTHEAST CORNER OF THE BUILDING AND 0.2 M (0.7 FT) ABOVE
 TR0689'THE GROUND SURFACE.
 TR0689
 TR0689                          STATION RECOVERY (1990)
 TR0689
 TR0689'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 TR0689'RECOVERED IN GOOD CONDITION.
 TR0689
 TR0689                          STATION RECOVERY (2004)
 TR0689
 TR0689'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 TR0689'RECOVERED IN GOOD CONDITION.
 TR0689
 TR0689                          STATION RECOVERY (2006)
 TR0689
 TR0689'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0688 ***********************************************************************
 TR0688  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0688  DESIGNATION -  944 8794 TIDAL 6
 TR0688  PID         -  TR0688
 TR0688  STATE/COUNTY-  WA/SKAGIT
 TR0688  USGS QUAD   -  ANACORTES NORTH (1995)
 TR0688
 TR0688                         *CURRENT SURVEY CONTROL
 TR0688  ___________________________________________________________________
 TR0688* NAD 83(1986)-  48 30 59.     (N)    122 36 34.     (W)     SCALED    
 TR0688* NAVD 88     -         6.909  (meters)      22.67   (feet)  ADJUSTED  
 TR0688  ___________________________________________________________________
 TR0688  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR0688  DYNAMIC HT  -           6.910 (meters)      22.67  (feet)  COMP
 TR0688  MODELED GRAV-     980,880.1   (mgal)                       NAVD 88
 TR0688
 TR0688  VERT ORDER  -  FIRST     CLASS II
 TR0688
 TR0688.The horizontal coordinates were scaled from a topographic map and have
 TR0688.an estimated accuracy of +/- 6 seconds.
 TR0688
 TR0688.The orthometric height was determined by differential leveling
 TR0688.and adjusted by the National Geodetic Survey in June 1991..
 TR0688
 TR0688.This Tidal Bench Mark is designated as VM 11551
 TR0688.by the Center for Operational Oceanographic Products and Services.
 TR0688
 TR0688.The geoid height was determined by GEOID03.
 TR0688
 TR0688.The dynamic height is computed by dividing the NAVD 88
 TR0688.geopotential number by the normal gravity value computed on the
 TR0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0688.degrees latitude (g = 980.6199 gals.).
 TR0688
 TR0688.The modeled gravity was interpolated from observed gravity values.
 TR0688
 TR0688;                    North         East    Units  Estimated Accuracy
 TR0688;SPC WA N     -   170,110.      368,800.      MT  (+/- 180 meters Scaled)
 TR0688
 TR0688                          SUPERSEDED SURVEY CONTROL
 TR0688
 TR0688  NGVD 29 (??/??/92)    5.77   (m)           18.9    (f) COMPUTED    1 2
 TR0688
 TR0688.Superseded values are not recommended for survey control.
 TR0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0688.See file dsdata.txt to determine how the superseded data were derived.
 TR0688
 TR0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU288737(NAD 83)
 TR0688_MARKER: DB = BENCH MARK DISK
 TR0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0688_SP_SET: BUILDING
 TR0688_STAMPING: 6 1922
 TR0688_MARK LOGO: CGS   
 TR0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0688+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 TR0688
 TR0688  HISTORY     - Date     Condition        Report By
 TR0688  HISTORY     - 1922     MONUMENTED       CGS
 TR0688  HISTORY     - 1952     GOOD             NGS
 TR0688  HISTORY     - 1976     GOOD             LOCENG
 TR0688  HISTORY     - 1984     GOOD             USPSQD
 TR0688  HISTORY     - 19891016 GOOD             NGS
 TR0688  HISTORY     - 20040316 GOOD             USPSQD
 TR0688  HISTORY     - 20060116 GOOD             USPSQD
 TR0688
 TR0688                          STATION DESCRIPTION
 TR0688
 TR0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0688'IN ANACORTES.
 TR0688'AT ANACORTES, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 7TH
 TR0688'STREET AND Q AVENUE, SET VERTICALLY IN THE WEST FACE OF THE EAGLES
 TR0688'BUILDING, 2.1 FEET SOUTH OF THE NORTHWEST CORNER, AND 1.7 FEET HIGHER
 TR0688'THAN THE SIDEWALK.
 TR0688
 TR0688                          STATION RECOVERY (1976)
 TR0688
 TR0688'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 TR0688'RECOVERED IN GOOD CONDITION.
 TR0688
 TR0688                          STATION RECOVERY (1984)
 TR0688
 TR0688'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0688'RECOVERED IN GOOD CONDITION.
 TR0688
 TR0688                          STATION RECOVERY (1989)
 TR0688
 TR0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TR0688'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI) EAST OF FRIDAY HARBOR,
 TR0688'24.2 KM (15.0 MI) NORTH OF COUPEVILLE, 22.5 KM (14.0 MI) NORTHWEST OF
 TR0688'MOUNT VERNON AND AT ANACORTES.
 TR0688'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF COMMERICIAL
 TR0688'AVENUE AND SIXTH STREET IN ANACORTES, GO SOUTH ON COMMERCIAL AVENUE
 TR0688'FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF SEVENTH STREET.  TURN
 TR0688'LEFT AND GO EAST ON SEVENTH STREET FOR 0.16 KM (0.10 MI) TO THE
 TR0688'INTERSECTION OF Q-AVENUE AND THE STATION IN THE SOUTHWEST ANGLE OF
 TR0688'THE INTERSECTION.
 TR0688'THE MARK IS SET IN A DRILL HOLE IN THE WEST WALL OF THE EAGLES HALL.
 TR0688'IT IS 0.64 M (2.10 FT)  SOUTH OF THE NORTHWEST CORNER AND 0.52 M
 TR0688'(1.71 FT) ABOVE THE GROUND SURFACE.
 TR0688
 TR0688                          STATION RECOVERY (2004)
 TR0688
 TR0688'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 TR0688'RECOVERED IN GOOD CONDITION.
 TR0688
 TR0688                          STATION RECOVERY (2006)
 TR0688
 TR0688'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0687 ***********************************************************************
 TR0687  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0687  DESIGNATION -  944 8794 TIDAL 7
 TR0687  PID         -  TR0687
 TR0687  STATE/COUNTY-  WA/SKAGIT
 TR0687  USGS QUAD   -  ANACORTES NORTH (1995)
 TR0687
 TR0687                         *CURRENT SURVEY CONTROL
 TR0687  ___________________________________________________________________
 TR0687* NAD 83(1986)-  48 30 56.     (N)    122 36 46.     (W)     SCALED    
 TR0687* NAVD 88     -         6.592  (meters)      21.63   (feet)  ADJUSTED  
 TR0687  ___________________________________________________________________
 TR0687  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR0687  DYNAMIC HT  -           6.594 (meters)      21.63  (feet)  COMP
 TR0687  MODELED GRAV-     980,879.6   (mgal)                       NAVD 88
 TR0687
 TR0687  VERT ORDER  -  FIRST     CLASS II
 TR0687
 TR0687.The horizontal coordinates were scaled from a topographic map and have
 TR0687.an estimated accuracy of +/- 6 seconds.
 TR0687
 TR0687.The orthometric height was determined by differential leveling
 TR0687.and adjusted by the National Geodetic Survey in June 1991..
 TR0687
 TR0687.This Tidal Bench Mark is designated as VM 11553
 TR0687.by the Center for Operational Oceanographic Products and Services.
 TR0687
 TR0687.The geoid height was determined by GEOID03.
 TR0687
 TR0687.The dynamic height is computed by dividing the NAVD 88
 TR0687.geopotential number by the normal gravity value computed on the
 TR0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0687.degrees latitude (g = 980.6199 gals.).
 TR0687
 TR0687.The modeled gravity was interpolated from observed gravity values.
 TR0687
 TR0687;                    North         East    Units  Estimated Accuracy
 TR0687;SPC WA N     -   170,030.      368,550.      MT  (+/- 180 meters Scaled)
 TR0687
 TR0687                          SUPERSEDED SURVEY CONTROL
 TR0687
 TR0687  NGVD 29 (??/??/92)    5.45   (m)           17.9    (f) COMPUTED    1 2
 TR0687
 TR0687.Superseded values are not recommended for survey control.
 TR0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0687.See file dsdata.txt to determine how the superseded data were derived.
 TR0687
 TR0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU285736(NAD 83)
 TR0687_MARKER: DB = BENCH MARK DISK
 TR0687_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TR0687_SP_SET: DRILL HOLE IN FOUNDATION
 TR0687_STAMPING: 7 1922
 TR0687_MARK LOGO: CGS   
 TR0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0687+STABILITY: SURFACE MOTION
 TR0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0687+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 TR0687
 TR0687  HISTORY     - Date     Condition        Report By
 TR0687  HISTORY     - 1922     MONUMENTED       CGS
 TR0687  HISTORY     - 1952     GOOD             NGS
 TR0687  HISTORY     - 1976     GOOD             LOCENG
 TR0687  HISTORY     - 1984     GOOD             USPSQD
 TR0687  HISTORY     - 19891016 GOOD             NGS
 TR0687  HISTORY     - 20020518 GOOD             USPSQD
 TR0687  HISTORY     - 20060116 GOOD             USPSQD
 TR0687
 TR0687                          STATION DESCRIPTION
 TR0687
 TR0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0687'IN ANACORTES.
 TR0687'AT ANACORTES, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 8TH
 TR0687'STREET AND COMMERCIAL AVENUE, SET VERTICALLY IN THE NORTH WALL OF THE
 TR0687'NEW WILSON HOTEL BUILDING, 41 FEET SOUTH OF THE CENTER LINE OF THE
 TR0687'STREET, 1.1 FEET WEST OF THE NORTHEAST CORRNER OF THE BUILDING, AND
 TR0687'1.3 FEET HIGHER THAN THE SIDEWALK.
 TR0687
 TR0687                          STATION RECOVERY (1976)
 TR0687
 TR0687'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 TR0687'RECOVERED IN GOOD CONDITION.
 TR0687
 TR0687                          STATION RECOVERY (1984)
 TR0687
 TR0687'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0687'RECOVERED IN GOOD CONDITION.
 TR0687
 TR0687                          STATION RECOVERY (1989)
 TR0687
 TR0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TR0687'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI) EAST OF FRIDAY HARBOR,
 TR0687'24.2 KM (15.0 MI) NORTH OF COUPEVILLE, 22.5 KM (14.0 MI) NORTHWEST OF
 TR0687'MOUNT VERNON AND AT ANACORTES.
 TR0687'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF COMMERICIAL
 TR0687'AVENUE AND SIXTH STREET IN ANACORTES, GO SOUTH ON COMMERICIAL AVENUE
 TR0687'FOR 0.32 KM (0.20 MI) TO THE INTERSECTION OF EIGHTH STREET AND THE
 TR0687'STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 TR0687'THE MARK IS SET IN A DRILL HOLE IN THE NORTH WALL OF THE BUILDING.  IT
 TR0687'IS 12.5 M (41.0 FT) SOUTH OF THE CENTER OF EIGHTH STREET, 0.4 M
 TR0687'(1.3 FT) ABOVE THE SIDEWALK AND 0.3 M (1.0 FT) WEST OF THE NORTHEAST
 TR0687'CORNER OF THE BUILDING.
 TR0687
 TR0687                          STATION RECOVERY (2002)
 TR0687
 TR0687'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCW)
 TR0687'RECOVERED IN GOOD CONDITION.
 TR0687
 TR0687                          STATION RECOVERY (2006)
 TR0687
 TR0687'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0033 ***********************************************************************
 TR0033  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0033  DESIGNATION -  944 9211 TIDAL 6
 TR0033  PID         -  TR0033
 TR0033  STATE/COUNTY-  WA/WHATCOM
 TR0033  USGS QUAD   -  BELLINGHAM NORTH (1994)
 TR0033
 TR0033                         *CURRENT SURVEY CONTROL
 TR0033  ___________________________________________________________________
 TR0033* NAD 83(1986)-  48 45 01.     (N)    122 28 58.     (W)     SCALED    
 TR0033* NAVD 88     -        12.489  (meters)      40.97   (feet)  ADJUSTED  
 TR0033  ___________________________________________________________________
 TR0033  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TR0033  DYNAMIC HT  -          12.493 (meters)      40.99  (feet)  COMP
 TR0033  MODELED GRAV-     980,872.0   (mgal)                       NAVD 88
 TR0033
 TR0033  VERT ORDER  -  FIRST     CLASS I
 TR0033
 TR0033.The horizontal coordinates were scaled from a topographic map and have
 TR0033.an estimated accuracy of +/- 6 seconds.
 TR0033
 TR0033.The orthometric height was determined by differential leveling
 TR0033.and adjusted by the National Geodetic Survey in June 1991..
 TR0033
 TR0033.This Tidal Bench Mark is designated as VM 9286
 TR0033.by the Center for Operational Oceanographic Products and Services.
 TR0033
 TR0033.The geoid height was determined by GEOID03.
 TR0033
 TR0033.The dynamic height is computed by dividing the NAVD 88
 TR0033.geopotential number by the normal gravity value computed on the
 TR0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0033.degrees latitude (g = 980.6199 gals.).
 TR0033
 TR0033.The modeled gravity was interpolated from observed gravity values.
 TR0033
 TR0033;                    North         East    Units  Estimated Accuracy
 TR0033;SPC WA N     -   195,910.      378,710.      MT  (+/- 180 meters Scaled)
 TR0033
 TR0033                          SUPERSEDED SURVEY CONTROL
 TR0033
 TR0033  NGVD 29 (??/??/92)   11.292  (m)           37.05   (f) ADJ UNCH    1 1
 TR0033
 TR0033.Superseded values are not recommended for survey control.
 TR0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0033.See file dsdata.txt to determine how the superseded data were derived.
 TR0033
 TR0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU380998(NAD 83)
 TR0033_MARKER: DB = BENCH MARK DISK
 TR0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0033_SP_SET: ABUTMENT
 TR0033_STAMPING: 6 1934
 TR0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0033
 TR0033  HISTORY     - Date     Condition        Report By
 TR0033  HISTORY     - 1934     MONUMENTED       CGS
 TR0033  HISTORY     - 1973     GOOD             NGS
 TR0033  HISTORY     - 1976     MARK NOT FOUND   WAA
 TR0033
 TR0033                          STATION DESCRIPTION
 TR0033
 TR0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0033'IN BELLINGHAM.
 TR0033'AT BELLINGHAM, AT THE NORTH CORNER OF THE JUNCTION OF CHESTNUT AND BAY
 TR0033'STREETS, IN THE TOP AND 1.2 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 TR0033'NORTHWEST CONCRETE ABUTMENT OF CHESTNUT STREET VIADUCT OVER THE
 TR0033'BURLINGHAM-NORTHERN RAILROAD, 57 FEET NORTHWEST OF THE CENTER LINE OF
 TR0033'BAY STREET, 29 FEET NORTHEAST OF THE CENTER LINE OF CHESTNUT STREET,
 TR0033'ABOUT LEVEL WITH THE STREETS AND 2 FEET LOWER THAN THE SIDEWALK. SEC
 TR0033'30, T38N, R 3E.
 TR0033
 TR0033                          STATION RECOVERY (1976)
 TR0033
 TR0033'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1976
 TR0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI2204 ***********************************************************************
 AI2204  TIDAL BM    -  This is a Tidal Bench Mark.
 AI2204  DESIGNATION -  944 9424 J TIDAL
 AI2204  PID         -  AI2204
 AI2204  STATE/COUNTY-  WA/WHATCOM
 AI2204  USGS QUAD   -  LUMMI BAY (1994)
 AI2204
 AI2204                         *CURRENT SURVEY CONTROL
 AI2204  ___________________________________________________________________
 AI2204* NAD 83(1998)-  48 52 07.21506(N)    122 44 57.28472(W)     ADJUSTED  
 AI2204* NAVD 88     -        34.1    (meters)     112.     (feet)  GPS OBS   
 AI2204  ___________________________________________________________________
 AI2204  X           -  -2,273,915.144 (meters)                     COMP
 AI2204  Y           -  -3,535,299.324 (meters)                     COMP
 AI2204  Z           -   4,780,973.921 (meters)                     COMP
 AI2204  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 AI2204  ELLIP HEIGHT-          12.59  (meters)          (03/21/00) GPS OBS
 AI2204  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 AI2204
 AI2204  HORZ ORDER  -  A
 AI2204  ELLP ORDER  -  THIRD     CLASS II
 AI2204
 AI2204.The horizontal coordinates were established by GPS observations
 AI2204.and adjusted by the National Geodetic Survey in March 2000..
 AI2204.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI2204.DATUM ITEM on the data sheet items page.
 AI2204
 AI2204.The orthometric height was determined by GPS observations and a
 AI2204.high-resolution geoid model.
 AI2204
 AI2204.This Tidal Bench Mark is designated as VM 1714
 AI2204.by the Center for Operational Oceanographic Products and Services.
 AI2204
 AI2204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2204
 AI2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2204
 AI2204.The ellipsoidal height was determined by GPS observations
 AI2204.and is referenced to NAD 83.
 AI2204
 AI2204.The geoid height was determined by GEOID03.
 AI2204
 AI2204;                    North         East     Units Scale Factor Converg.
 AI2204;SPC WA N     -   209,523.559   359,451.586   MT  1.00002827   -1 25 35.2
 AI2204;SPC WA N     -   687,411.88  1,179,300.75   sFT  1.00002827   -1 25 35.2
 AI2204;UTM  10      - 5,412,887.018   518,388.963   MT  0.99960415   +0 11 19.9
 AI2204
 AI2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2204!SPC WA N     -   0.99999803  x   1.00002827  =   1.00002630
 AI2204!UTM  10      -   0.99999803  x   0.99960415  =   0.99960218
 AI2204
 AI2204                          SUPERSEDED SURVEY CONTROL
 AI2204
 AI2204  NAD 83(1991)-  48 52 07.21295(N)    122 44 57.28540(W) AD(       ) B
 AI2204  ELLIP H (11/01/99)   12.78   (m)                       GP(       ) 4 1
 AI2204
 AI2204.Superseded values are not recommended for survey control.
 AI2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2204.See file dsdata.txt to determine how the superseded data were derived.
 AI2204
 AI2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV1838912887(NAD 83)
 AI2204_MARKER: DJ = TIDAL STATION DISK
 AI2204_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI2204_STAMPING: 9424 J 1977
 AI2204_MARK LOGO: NOS   
 AI2204_PROJECTION: RECESSED 5 CENTIMETERS
 AI2204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2204+SATELLITE: SATELLITE OBSERVATIONS - 1977
 AI2204_ROD/PIPE-DEPTH: 12.5 meters
 AI2204
 AI2204  HISTORY     - Date     Condition        Report By
 AI2204  HISTORY     - 1977     MONUMENTED       NOS
 AI2204
 AI2204                          STATION DESCRIPTION
 AI2204
 AI2204'DESCRIBED BY NATIONAL OCEAN SERVICE 1977
 AI2204'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) NORTHWEST OF BELLINGHAM,
 AI2204'9 MI (14.5 KM) SOUTH OF BLAINE AND 7 MI (11.3 KM) WEST OF FERNDALE AT
 AI2204'CHERRY POINT.  OWNERSHIP-- ARCO PRODUCTS COMPANY, 4519 GRANDVIEW ROAD,
 AI2204'BLAINE, WA 98230.  POINT OF CONTACT IS SCOTT WALKER, PUBLIC RELATIONS,
 AI2204'PHONE 306-371-1500.  TO REACH THE STATION FROM THE OVERPASS JUNCTION
 AI2204'OF INTERSTATE HIGHWAY 5 (EXIT 266) AND STATE ROUTE 548 (GRANDVIEW
 AI2204'ROAD) , GO WEST ON GRANDVIEW ROAD FOR 7.0 MI, (11.3 KM) PASSING THE
 AI2204'ARCO ADMINISTRATIVE ENTRANCE TO THE INTERSECTION OF JACKSON ROAD.
 AI2204'TURN LEFT ON JACKSON ROAD AND GO SOUTH FOR 1.6 MI (2.6 KM) TO THE
 AI2204'CHERRY POINT GUARD HOUSE AND GATE AND THEN ABOUT 270 FT (82.3 M)
 AI2204'SOUTHWEST OF THE GUARDHOUSE ALONG THE PIER ACCESS ROAD ON THE
 AI2204'NORTHWEST SIDE OF THE ROAD.  IT IS, AN NOS TIDAL BENCHMARK DISK
 AI2204'CRIMPED TO A COPPER CLAD STEEL ROD SURROUNDED BY 4-INCH DIAM PVC PIPE
 AI2204'WITH A CONCRETE KICKBLOCK, 100.5 FT (30.6 M) SOUTHWEST OF UTILITY POLE
 AI2204'468745/153923, 70 FT (21.3 M) NORTHWEST OF THE CENTERLINE OF PIPELINE
 AI2204'AT JACKSON ROAD, 25.4 FT (7.7 M) NORTHWEST OF THE CENTERLINE OF THE
 AI2204'PIER ACCESS ROAD, 20 FT (6.1 M) SOUTH OF AN EVACUATION SIGN, 6.9 FT
 AI2204'(2.1 M) NORTHWEST OF A LARGE GRANITE BOULDER AND 0.6 FT (18.3 CM) FROM
 AI2204'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0623 ***********************************************************************
 TR0623  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0623  DESIGNATION -  944 9679 TIDAL 4
 TR0623  PID         -  TR0623
 TR0623  STATE/COUNTY-  WA/WHATCOM
 TR0623  USGS QUAD   -  
 TR0623
 TR0623                         *CURRENT SURVEY CONTROL
 TR0623  ___________________________________________________________________
 TR0623* NAD 83(1986)-  49 00 03.     (N)    122 45 24.     (W)     SCALED    
 TR0623* NAVD 88     -        11.966  (meters)      39.26   (feet)  ADJUSTED  
 TR0623  ___________________________________________________________________
 TR0623  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 TR0623  DYNAMIC HT  -          11.969 (meters)      39.27  (feet)  COMP
 TR0623  MODELED GRAV-     980,915.4   (mgal)                       NAVD 88
 TR0623
 TR0623  VERT ORDER  -  FIRST     CLASS I
 TR0623
 TR0623.The horizontal coordinates were scaled from a topographic map and have
 TR0623.an estimated accuracy of +/- 6 seconds.
 TR0623
 TR0623.The orthometric height was determined by differential leveling
 TR0623.and adjusted by the National Geodetic Survey in June 1991..
 TR0623
 TR0623.This Tidal Bench Mark is designated as VM 17300
 TR0623.by the Center for Operational Oceanographic Products and Services.
 TR0623
 TR0623.The geoid height was determined by GEOID03.
 TR0623
 TR0623.The dynamic height is computed by dividing the NAVD 88
 TR0623.geopotential number by the normal gravity value computed on the
 TR0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0623.degrees latitude (g = 980.6199 gals.).
 TR0623
 TR0623.The modeled gravity was interpolated from observed gravity values.
 TR0623
 TR0623;                    North         East    Units  Estimated Accuracy
 TR0623;SPC WA N     -   224,230.      359,280.      MT  (+/- 180 meters Scaled)
 TR0623
 TR0623                          SUPERSEDED SURVEY CONTROL
 TR0623
 TR0623  NGVD 29 (??/??/92)   10.73   (m)           35.2    (f) COMPUTED    1 1
 TR0623
 TR0623.Superseded values are not recommended for survey control.
 TR0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0623.See file dsdata.txt to determine how the superseded data were derived.
 TR0623
 TR0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV177275(NAD 83)
 TR0623_MARKER: DB = BENCH MARK DISK
 TR0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0623_SP_SET: PLATFORM
 TR0623_STAMPING: TIDE 4 1934
 TR0623_MARK LOGO: CGS   
 TR0623_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0623
 TR0623  HISTORY     - Date     Condition        Report By
 TR0623  HISTORY     - 1934     MONUMENTED       CGS
 TR0623  HISTORY     - 1973     GOOD             NGS
 TR0623  HISTORY     - 1976     GOOD             WAA
 TR0623  HISTORY     - 19780327 GOOD             NGS
 TR0623
 TR0623                          STATION DESCRIPTION
 TR0623
 TR0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0623'0.35 MI N FROM BLAINE.
 TR0623'0.35 MILE ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE STATION AT
 TR0623'BLAINE, NEAR THE INTERNATIONAL BOUNDARY LINE OF THE UNITED STATES AND
 TR0623'CANADA, AT THE U.S. CUSTOMS AND IMMIGRATION BUILDING, ABOUT 70 FEET
 TR0623'NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP OF THE NORTHWEST END OF
 TR0623'THE CONCRETE PLATFORM ALONG THE SOUTHWEST SIDE OF THE BUILDING, 7 1/2
 TR0623'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST ONE OF 5 CONCRETE
 TR0623'VEHICLE INSPECTION LANES, 18.7 FEET NORTHWEST OF THE CENTER OF THE
 TR0623'SOUTHWEST DOOR, 0.5 FOOT SOUTHWEST OF THE SOUTHWEST FACE OF A BRICK
 TR0623'BUILDING, 0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF THE PLATFORM,
 TR0623'ABOUT 8 FEET HIGHER THAN THE TRACK, AND 1/2 FOOT HIGHER THAN THE
 TR0623'LANES.  1/4, SEC 36, T 41N, R 1W.
 TR0623
 TR0623                          STATION RECOVERY (1976)
 TR0623
 TR0623'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1976
 TR0623'RECOVERED IN GOOD CONDITION.
 TR0623
 TR0623                          STATION RECOVERY (1978)
 TR0623
 TR0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TR0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2757 ***********************************************************************
 TR2757  DESIGNATION -  944 9679 TIDAL 4 RESET
 TR2757  PID         -  TR2757
 TR2757  STATE/COUNTY-  WA/WHATCOM
 TR2757  USGS QUAD   -  
 TR2757
 TR2757                         *CURRENT SURVEY CONTROL
 TR2757  ___________________________________________________________________
 TR2757* NAD 83(1986)-  49 00 03.     (N)    122 45 24.     (W)     SCALED    
 TR2757* NAVD 88     -        12.71   (meters)      41.7    (feet)  RESET     
 TR2757  ___________________________________________________________________
 TR2757  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 TR2757
 TR2757  VERT ORDER  -  THIRD
 TR2757
 TR2757.The horizontal coordinates were scaled from a topographic map and have
 TR2757.an estimated accuracy of +/- 6 seconds.
 TR2757
 TR2757.The orthometric height was computed from unverified reset data.
 TR2757
 TR2757.The geoid height was determined by GEOID03.
 TR2757
 TR2757;                    North         East    Units  Estimated Accuracy
 TR2757;SPC WA N     -   224,230.      359,280.      MT  (+/- 180 meters Scaled)
 TR2757
 TR2757                          SUPERSEDED SURVEY CONTROL
 TR2757
 TR2757.No superseded survey control is available for this station.
 TR2757
 TR2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV177275(NAD 83)
 TR2757_MARKER: DV = VERTICAL CONTROL DISK
 TR2757_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TR2757+WITH SETTING: PAVEMENT
 TR2757_SP_SET: LIGHT POLE BASE
 TR2757_STAMPING: TIDE 4 RESET 1978
 TR2757_MARK LOGO: NGS   
 TR2757_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2757+STABILITY: SURFACE MOTION
 TR2757
 TR2757  HISTORY     - Date     Condition        Report By
 TR2757  HISTORY     - 1978     MONUMENTED       NGS
 TR2757
 TR2757                          STATION DESCRIPTION
 TR2757
 TR2757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TR2757'0.4 MILE (0.6 KM) NORTH OF BLAINE, AT THE PORT OF ENTRY BETWEEN THE
 TR2757'U.S. AND CANADA, ABOUT 175 YARDS SOUTH OF THE PEACE ARCH, 60 YARDS
 TR2757'NORTHEAST OF THE BUILDING TO BE BUILT ON THE EAST SIDE OF THE VEHICLE
 TR2757'INSPECTION LANES, IN THE NORTHWEST CORNER OF THE 3 FOOT (0.9 M)
 TR2757'SQUARE CONCRETE BASE OF THE NORTH ONE OF FIVE METAL LIGHT POLES
 TR2757'PLACED ABOUT 50 YARDS APART ON THE EAST SIDE OF THE NORTHBOUND LANES
 TR2757'OF US HIGHWAY 99 AND 8.2 FEET (2.5 M) EAST OF THE EAST CURB ALONG THE
 TR2757'HIGHWAY, ABOUT LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0632 ***********************************************************************
 TR0632  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0632  DESIGNATION -  944 9679 TIDAL 5
 TR0632  PID         -  TR0632
 TR0632  STATE/COUNTY-  WA/WHATCOM
 TR0632  USGS QUAD   -  BIRCH POINT (1994)
 TR0632
 TR0632                         *CURRENT SURVEY CONTROL
 TR0632  ___________________________________________________________________
 TR0632* NAD 83(1986)-  48 59 49.     (N)    122 45 13.     (W)     SCALED    
 TR0632* NAVD 88     -        10.881  (meters)      35.70   (feet)  ADJUSTED  
 TR0632  ___________________________________________________________________
 TR0632  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 TR0632  DYNAMIC HT  -          10.885 (meters)      35.71  (feet)  COMP
 TR0632  MODELED GRAV-     980,915.7   (mgal)                       NAVD 88
 TR0632
 TR0632  VERT ORDER  -  FIRST     CLASS I
 TR0632
 TR0632.The horizontal coordinates were scaled from a topographic map and have
 TR0632.an estimated accuracy of +/- 6 seconds.
 TR0632
 TR0632.The orthometric height was determined by differential leveling
 TR0632.and adjusted by the National Geodetic Survey in June 1991..
 TR0632
 TR0632.This Tidal Bench Mark is designated as VM 9301
 TR0632.by the Center for Operational Oceanographic Products and Services.
 TR0632
 TR0632.The geoid height was determined by GEOID03.
 TR0632
 TR0632.The dynamic height is computed by dividing the NAVD 88
 TR0632.geopotential number by the normal gravity value computed on the
 TR0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0632.degrees latitude (g = 980.6199 gals.).
 TR0632
 TR0632.The modeled gravity was interpolated from observed gravity values.
 TR0632
 TR0632;                    North         East    Units  Estimated Accuracy
 TR0632;SPC WA N     -   223,790.      359,490.      MT  (+/- 180 meters Scaled)
 TR0632
 TR0632                          SUPERSEDED SURVEY CONTROL
 TR0632
 TR0632  NGVD 29 (??/??/92)    9.651  (m)           31.66   (f) ADJ UNCH    1 1
 TR0632
 TR0632.Superseded values are not recommended for survey control.
 TR0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0632.See file dsdata.txt to determine how the superseded data were derived.
 TR0632
 TR0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV180271(NAD 83)
 TR0632_MARKER: DB = BENCH MARK DISK
 TR0632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0632_SP_SET: FOUNDATION
 TR0632_STAMPING: TIDE 5 1934
 TR0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0632
 TR0632  HISTORY     - Date     Condition        Report By
 TR0632  HISTORY     - 1934     MONUMENTED       CGS
 TR0632  HISTORY     - 1973     GOOD             NGS
 TR0632  HISTORY     - 1976     GOOD             WAA
 TR0632
 TR0632                          STATION DESCRIPTION
 TR0632
 TR0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0632'IN BLAINE.
 TR0632'AT BLAINE, ALONG THE BURLINGTON-NORTHERN RAILROAD, 0.1 MILE NORTH OF
 TR0632'THE STATION, AT THE NORTHWEST CORNER OF THE JUNCTION OF PEACE PORTAL
 TR0632'DRIVE AND MARINE DRIVE, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 TR0632'CONCRETE FOUNDATION OF THE SOUTHEAST STEEL LEG OF THE U.S. WEATHER
 TR0632'BUREAU STORM WARNING TOWER, 0.7 FOOT SOUTHEAST OF THE LEG, 66 FEET
 TR0632'WEST OF THE CENTER LINE OF PEACE PORTAL DRIVE, 40 1/2 FEET NORTH OF
 TR0632'THE CENTER LINE OF MARINE DRIVE, 29 1/2 FEET WEST OF THE CENTER LINE
 TR0632'OF THE INTERSTATE HIGHWAY 5 EXIT ROAD, ABOUT 210 FEET EAST OF THE EAST
 TR0632'RAIL, ABOUT 1/2 FOOT HIGHER THAN PEACE PORTAL DRIVE, AND 1 1/2 FEET
 TR0632'HIGHER THAN MARINE DRIVE.  1/4, SEC 36, T 41N, R 1W.
 TR0632
 TR0632                          STATION RECOVERY (1976)
 TR0632
 TR0632'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1976
 TR0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0644 ***********************************************************************
 TR0644  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0644  DESIGNATION -  944 9679 TIDAL 7
 TR0644  PID         -  TR0644
 TR0644  STATE/COUNTY-  WA/WHATCOM
 TR0644  USGS QUAD   -  BLAINE (1994)
 TR0644
 TR0644                         *CURRENT SURVEY CONTROL
 TR0644  ___________________________________________________________________
 TR0644* NAD 83(1986)-  48 58 16.     (N)    122 43 20.     (W)     SCALED    
 TR0644* NAVD 88     -        11.751  (meters)      38.55   (feet)  ADJUSTED  
 TR0644  ___________________________________________________________________
 TR0644  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 TR0644  DYNAMIC HT  -          11.755 (meters)      38.57  (feet)  COMP
 TR0644  MODELED GRAV-     980,913.5   (mgal)                       NAVD 88
 TR0644
 TR0644  VERT ORDER  -  FIRST     CLASS I
 TR0644
 TR0644.The horizontal coordinates were scaled from a topographic map and have
 TR0644.an estimated accuracy of +/- 6 seconds.
 TR0644
 TR0644.The orthometric height was determined by differential leveling
 TR0644.and adjusted by the National Geodetic Survey in June 1991..
 TR0644
 TR0644.This Tidal Bench Mark is designated as VM 9302
 TR0644.by the Center for Operational Oceanographic Products and Services.
 TR0644
 TR0644.The geoid height was determined by GEOID03.
 TR0644
 TR0644.The dynamic height is computed by dividing the NAVD 88
 TR0644.geopotential number by the normal gravity value computed on the
 TR0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0644.degrees latitude (g = 980.6199 gals.).
 TR0644
 TR0644.The modeled gravity was interpolated from observed gravity values.
 TR0644
 TR0644;                    North         East    Units  Estimated Accuracy
 TR0644;SPC WA N     -   220,860.      361,710.      MT  (+/- 180 meters Scaled)
 TR0644
 TR0644                          SUPERSEDED SURVEY CONTROL
 TR0644
 TR0644  NGVD 29 (??/??/92)   10.527  (m)           34.54   (f) ADJ UNCH    1 1
 TR0644
 TR0644.Superseded values are not recommended for survey control.
 TR0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0644.See file dsdata.txt to determine how the superseded data were derived.
 TR0644
 TR0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV203242(NAD 83)
 TR0644_MARKER: DB = BENCH MARK DISK
 TR0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0644_SP_SET: ABUTMENT
 TR0644_STAMPING: 7 1935
 TR0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0644+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 TR0644
 TR0644  HISTORY     - Date     Condition        Report By
 TR0644  HISTORY     - 1935     MONUMENTED       CGS
 TR0644  HISTORY     - 1973     GOOD             NGS
 TR0644  HISTORY     - 1976     GOOD             WAA
 TR0644  HISTORY     - 20040505 GOOD             WADT
 TR0644  HISTORY     - 20051101 GOOD             USPSQD
 TR0644
 TR0644                          STATION DESCRIPTION
 TR0644
 TR0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0644'2.2 MI SE FROM BLAINE.
 TR0644'2.2 MILES SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0644'STATION AT BLAINE, 0.1 MILE NORTHWEST OF MILEPOST 117, AT A BRIDGE
 TR0644'OVER DAKOTA CREEK, IN THE TOP OF THE EAST CORNER OF THE NORTHWEST
 TR0644'CONCRETE ABUTMENT OF THE BRIDGE, 6.8 FEET NORTHEAST OF THE NORTHEAST
 TR0644'RAIL, 1.0 FOOT SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT, AND
 TR0644'ABOUT 1 FOOT LOWER THAN THE TRACK.  1/4, SEC 8, T40N, R 1E.  NOTE-- A
 TR0644'PLANK AND THE GUARDRAIL ARE OVER THE MARK.
 TR0644
 TR0644                          STATION RECOVERY (1976)
 TR0644
 TR0644'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1976
 TR0644'RECOVERED IN GOOD CONDITION.
 TR0644
 TR0644                          STATION RECOVERY (2004)
 TR0644
 TR0644'RECOVERY NOTE BY WA DEPT OF TRANSP 2004 (RFT)
 TR0644'RECOVERED IN GOOD CONDITION.
 TR0644
 TR0644                          STATION RECOVERY (2005)
 TR0644
 TR0644'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 TR0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1326 ***********************************************************************
 SA1326  DESIGNATION -  945
 SA1326  PID         -  SA1326
 SA1326  STATE/COUNTY-  WA/YAKIMA
 SA1326  USGS QUAD   -  GRANDVIEW (1978)
 SA1326
 SA1326                         *CURRENT SURVEY CONTROL
 SA1326  ___________________________________________________________________
 SA1326* NAD 83(1986)-  46 21 37.     (N)    119 58 45.     (W)     SCALED    
 SA1326* NAVD 88     -       289.076  (meters)     948.41   (feet)  ADJUSTED  
 SA1326  ___________________________________________________________________
 SA1326  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA1326  DYNAMIC HT  -         289.082 (meters)     948.43  (feet)  COMP
 SA1326  MODELED GRAV-     980,627.7   (mgal)                       NAVD 88
 SA1326
 SA1326  VERT ORDER  -  SECOND    CLASS 0
 SA1326
 SA1326.The horizontal coordinates were scaled from a topographic map and have
 SA1326.an estimated accuracy of +/- 6 seconds.
 SA1326
 SA1326.The orthometric height was determined by differential leveling
 SA1326.and adjusted by the National Geodetic Survey in June 1991..
 SA1326
 SA1326.The geoid height was determined by GEOID03.
 SA1326
 SA1326.The dynamic height is computed by dividing the NAVD 88
 SA1326.geopotential number by the normal gravity value computed on the
 SA1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1326.degrees latitude (g = 980.6199 gals.).
 SA1326
 SA1326.The modeled gravity was interpolated from observed gravity values.
 SA1326
 SA1326;                    North         East    Units  Estimated Accuracy
 SA1326;SPC WA S     -   114,280.      540,080.      MT  (+/- 180 meters Scaled)
 SA1326
 SA1326                          SUPERSEDED SURVEY CONTROL
 SA1326
 SA1326  NGVD 29 (??/??/92)  288.025  (m)          944.96   (f) ADJ UNCH    2 0
 SA1326
 SA1326.Superseded values are not recommended for survey control.
 SA1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1326.See file dsdata.txt to determine how the superseded data were derived.
 SA1326
 SA1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM708383(NAD 83)
 SA1326_MARKER: P = PIPE CAP
 SA1326_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1326_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1326_STAMPING: 945 WASH 1915
 SA1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1326
 SA1326  HISTORY     - Date     Condition        Report By
 SA1326  HISTORY     - 1915     MONUMENTED       USGS
 SA1326  HISTORY     - 1949     GOOD             NGS
 SA1326
 SA1326                          STATION DESCRIPTION
 SA1326
 SA1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1326'3.9 MI NE FROM SUNNYSIDE.
 SA1326'3.9 MILES NORTHEAST ALONG THE HANFORD ROAD FROM THE NORTHERN PACIFIC
 SA1326'RAILWAY STATION AT SUNNYSIDE, 1.0 MILE EAST OF B.M. D 305, AT THE
 SA1326'INTERSECTION OF ARROWSMITH AND S.L.I. ROADS, 64.0 FEET NORTHEAST OF
 SA1326'AND ACROSS THE ROAD FROM A FENCE CORNER, 27.4 FEET NORTHEAST OF A
 SA1326'SECTION CORNER MARK STAMPED 7 8 17 18 WHICH IS AT THE CENTER OF THE
 SA1326'INTERSECTION, 22 FEET NORTH OF THE CENTER LINE OF S.L.I ROAD, 19.0
 SA1326'FEET EAST OF THE CENTER LINE OF THE HANFORD ROAD, 11 FEET SOUTHWEST OF
 SA1326'THE SOUTH ONE IN ROW OF TREES, 3.4 FEET WEST OF A ROAD SIGN, 1.2 FEET
 SA1326'SOUTH OF A WITNESS POST, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 SA1326'PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0401 ***********************************************************************
 SA0401  DESIGNATION -  945
 SA0401  PID         -  SA0401
 SA0401  STATE/COUNTY-  WA/WALLA WALLA
 SA0401  USGS QUAD   -  PAGE (1991)
 SA0401
 SA0401                         *CURRENT SURVEY CONTROL
 SA0401  ___________________________________________________________________
 SA0401* NAD 83(1986)-  46 19 36.     (N)    118 43 18.     (W)     SCALED    
 SA0401* NAVD 88     -       288.921  (meters)     947.90   (feet)  ADJUSTED  
 SA0401  ___________________________________________________________________
 SA0401  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SA0401  DYNAMIC HT  -         288.921 (meters)     947.90  (feet)  COMP
 SA0401  MODELED GRAV-     980,609.2   (mgal)                       NAVD 88
 SA0401
 SA0401  VERT ORDER  -  SECOND    CLASS 0
 SA0401
 SA0401.The horizontal coordinates were scaled from a topographic map and have
 SA0401.an estimated accuracy of +/- 6 seconds.
 SA0401
 SA0401.The orthometric height was determined by differential leveling
 SA0401.and adjusted by the National Geodetic Survey in June 1991..
 SA0401
 SA0401.The geoid height was determined by GEOID03.
 SA0401
 SA0401.The dynamic height is computed by dividing the NAVD 88
 SA0401.geopotential number by the normal gravity value computed on the
 SA0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0401.degrees latitude (g = 980.6199 gals.).
 SA0401
 SA0401.The modeled gravity was interpolated from observed gravity values.
 SA0401
 SA0401;                    North         East    Units  Estimated Accuracy
 SA0401;SPC WA S     -   111,950.      636,920.      MT  (+/- 180 meters Scaled)
 SA0401
 SA0401                          SUPERSEDED SURVEY CONTROL
 SA0401
 SA0401  NGVD 29 (??/??/92)  287.918  (m)          944.61   (f) ADJ UNCH    2 0
 SA0401
 SA0401.Superseded values are not recommended for survey control.
 SA0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0401.See file dsdata.txt to determine how the superseded data were derived.
 SA0401
 SA0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM674317(NAD 83)
 SA0401_MARKER: P = PIPE CAP
 SA0401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0401_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0401_STAMPING: 945 FEET 1915 DATUM WASH
 SA0401_MARK LOGO: USGS  
 SA0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0401
 SA0401  HISTORY     - Date     Condition        Report By
 SA0401  HISTORY     - 1915     MONUMENTED       USGS
 SA0401  HISTORY     - 1961     GOOD             CGS
 SA0401  HISTORY     - 1962     GOOD             LOCENG
 SA0401  HISTORY     - 1980     MARK NOT FOUND   NGS
 SA0401  HISTORY     - 19900523 MARK NOT FOUND   USGS
 SA0401
 SA0401                          STATION DESCRIPTION
 SA0401
 SA0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0401'12.3 MI NE FROM ICE HARBOR DAM.
 SA0401'0.8 MILE SOUTHWEST ALONG A ROAD FROM THE SOUTH END OF ICE HARBOR DAM,
 SA0401'THENCE 9.75 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD, THENCE
 SA0401'1.75 MILES EAST ALONG PAGE ROAD, AT THE CROSSING OF A POWER LINE, AT A
 SA0401'RIGHT ANGLE TURN IN POWER LINE, ON THE OUTSIDE OF A SHARP CURVE, 345
 SA0401'FEET EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 70 FEET NORTHWEST
 SA0401'OF AND ACROSS A DIM TRACK ROAD FROM A POWER LINE POLE WITH TWO GUY
 SA0401'WIRES, 36 FEET NORTH-NORTHWEST OF THE CENTER LINE OF A DIM TRACK ROAD,
 SA0401'11.5 FEET WEST-SOUTHWEST OF THE JUNCTION OF FENCES, 27 1/2 FEET
 SA0401'NORTHWEST OF THE NORTH END OF A GATE, ABOUT 2 FEET HIGHER THAN THE
 SA0401'TRACK ROAD, ABOUT 15 FEET HIGHER THAN THE ROAD, AND RIVETED ON THE TOP
 SA0401'OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND. NOTE--
 SA0401'WWCR STANDS FOR WALLA WALLA COUNTY ROAD DEPARTMENT.
 SA0401
 SA0401                          STATION RECOVERY (1962)
 SA0401
 SA0401'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 SA0401'RECOVERED IN GOOD CONDITION.
 SA0401
 SA0401                          STATION RECOVERY (1980)
 SA0401
 SA0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SA0401'THE AREA IS NOW A HAY YARD.
 SA0401
 SA0401                          STATION RECOVERY (1990)
 SA0401
 SA0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (ALM)
 SA0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0057 ***********************************************************************
 SB0057  DESIGNATION -  946.77 USIIS
 SB0057  PID         -  SB0057
 SB0057  STATE/COUNTY-  WA/YAKIMA
 SB0057  USGS QUAD   -  YAKIMA EAST (1985)
 SB0057
 SB0057                         *CURRENT SURVEY CONTROL
 SB0057  ___________________________________________________________________
 SB0057* NAD 83(1986)-  46 31 28.     (N)    120 28 38.     (W)     SCALED    
 SB0057* NAVD 88     -       289.598  (meters)     950.12   (feet)  ADJUSTED  
 SB0057  ___________________________________________________________________
 SB0057  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SB0057  DYNAMIC HT  -         289.599 (meters)     950.13  (feet)  COMP
 SB0057  MODELED GRAV-     980,611.1   (mgal)                       NAVD 88
 SB0057
 SB0057  VERT ORDER  -  FIRST     CLASS II
 SB0057
 SB0057.The horizontal coordinates were scaled from a topographic map and have
 SB0057.an estimated accuracy of +/- 6 seconds.
 SB0057
 SB0057.The orthometric height was determined by differential leveling
 SB0057.and adjusted by the National Geodetic Survey in June 1991..
 SB0057.WARNING-Repeat measurements at this control monument indicate possible
 SB0057.vertical movement.
 SB0057
 SB0057.The geoid height was determined by GEOID03.
 SB0057
 SB0057.The dynamic height is computed by dividing the NAVD 88
 SB0057.geopotential number by the normal gravity value computed on the
 SB0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0057.degrees latitude (g = 980.6199 gals.).
 SB0057
 SB0057.The modeled gravity was interpolated from observed gravity values.
 SB0057
 SB0057;                    North         East    Units  Estimated Accuracy
 SB0057;SPC WA S     -   132,390.      501,750.      MT  (+/- 180 meters Scaled)
 SB0057
 SB0057                          SUPERSEDED SURVEY CONTROL
 SB0057
 SB0057  NGVD 29 (??/??/92)  288.537  (m)          946.64   (f) ADJ UNCH    1 2
 SB0057
 SB0057.Superseded values are not recommended for survey control.
 SB0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0057.See file dsdata.txt to determine how the superseded data were derived.
 SB0057
 SB0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS934554(NAD 83)
 SB0057_MARKER: DD = SURVEY DISK
 SB0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0057_SP_SET: RETAINING WALL
 SB0057_STAMPING: OX.00 946.77
 SB0057_MARK LOGO: USIIS 
 SB0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0057
 SB0057  HISTORY     - Date     Condition        Report By
 SB0057  HISTORY     - UNK      MONUMENTED       DI
 SB0057  HISTORY     - 1962     GOOD             NGS
 SB0057  HISTORY     - 1982     GOOD             NGS
 SB0057  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SB0057
 SB0057                          STATION DESCRIPTION
 SB0057
 SB0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0057'1.3 MI NW FROM PARKER.
 SB0057'1.3 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0057'STATION AT PARKER, YAKIMA COUNTY, 33 FEET SOUTHEAST OF THE SOUTHEAST
 SB0057'RAIL, AT THE HEADGATE HOUSE OF THE WAPATOX IRRIGATION CANAL, IN THE
 SB0057'TOP OF THE NORTHEAST CONCRETE RETAINING WALL, AND 2 FEET NORTHWEST OF
 SB0057'THE NORTHWEST WALL OF THE GATEHOUSE.  A UNITED STATES INDIAN
 SB0057'IRRIGATION SERVICE STANDARD DISK, STAMPED OX.00 946.77.
 SB0057
 SB0057                          STATION RECOVERY (1982)
 SB0057
 SB0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0057'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT THE
 SB0057'MARK IS INACCESABLE BECAUSE A GUARD RAIL IS OVER THE BENCH MARK.
 SB0057
 SB0057                          STATION RECOVERY (1990)
 SB0057
 SB0057'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2456 ***********************************************************************
 RC2456  DESIGNATION -  95 FT CONTOUR MON
 RC2456  PID         -  RC2456
 RC2456  STATE/COUNTY-  WA/SKAMANIA
 RC2456  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2456
 RC2456                         *CURRENT SURVEY CONTROL
 RC2456  ___________________________________________________________________
 RC2456* NAD 83(1991)-  45 40 47.21872(N)    121 54 03.86818(W)     ADJUSTED  
 RC2456* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 RC2456  ___________________________________________________________________
 RC2456  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 RC2456  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 RC2456
 RC2456  HORZ ORDER  -  THIRD
 RC2456
 RC2456.The horizontal coordinates were established by classical geodetic methods
 RC2456.and adjusted by the National Geodetic Survey in December 1991..
 RC2456
 RC2456.The orthometric height was scaled from a topographic map.
 RC2456
 RC2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2456
 RC2456.The geoid height was determined by GEOID03.
 RC2456
 RC2456;                    North         East     Units Scale Factor Converg.
 RC2456;SPC WA S     -    39,477.992   390,845.330   MT  1.00003834   -1 01 03.8
 RC2456;SPC WA S     -   129,520.71  1,282,298.39   sFT  1.00003834   -1 01 03.8
 RC2456;SPC OR N     -   224,650.850 2,390,856.412   MT  0.99993435   -0 59 37.0
 RC2456;SPC OR N     -   737,043.47  7,844,017.10   iFT  0.99993435   -0 59 37.0
 RC2456;UTM  10      - 5,059,057.405   585,581.756   MT  0.99969005   +0 47 10.6
 RC2456
 RC2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2456!SPC WA S     -   0.99999902  x   1.00003834  =   1.00003736
 RC2456!SPC OR N     -   0.99999902  x   0.99993435  =   0.99993337
 RC2456!UTM  10      -   0.99999902  x   0.99969005  =   0.99968907
 RC2456
 RC2456|---------------------------------------------------------------------|
 RC2456| PID    Reference Object                     Distance      Geod. Az  |
 RC2456|                                                           dddmmss.s |
 RC2456| RC2450 T2N R7E SECS 2 11 MDR COR            14.266 METERS 00253     |
 RC2456| CF4035 95 FT CONTOUR MON RM 1                6.082 METERS 04649     |
 RC2456| RC2384 LOCKS                               APPROX. 1.1 KM 1471701.4 |
 RC2456| RC2449 NAVIGATION BCN ON ROCK MID RIV      APPROX. 0.9 KM 1845127.8 |
 RC2456| RC2387 CASCADE RAPIDS UPPER RNG F LT       APPROX. 1.3 KM 1992547.6 |
 RC2456| CF4983 T2N R7E SECS 2 11 RM 2                3.326 METERS 33859     |
 RC2456|---------------------------------------------------------------------|
 RC2456
 RC2456                          SUPERSEDED SURVEY CONTROL
 RC2456
 RC2456  NAD 83(1991)-  45 40 47.21872(N)    121 54 03.86819(W) AD(       ) 3
 RC2456  NAD 83(1986)-  45 40 47.22862(N)    121 54 03.87620(W) AD(       ) 3
 RC2456  NAD 27      -  45 40 47.79600(N)    121 53 59.59800(W) AD(       ) 3
 RC2456
 RC2456.Superseded values are not recommended for survey control.
 RC2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2456.See file dsdata.txt to determine how the superseded data were derived.
 RC2456
 RC2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8558259057(NAD 83)
 RC2456_MARKER: Z = SEE DESCRIPTION
 RC2456_SETTING: 0 = UNSPECIFIED SETTING
 RC2456
 RC2456  HISTORY     - Date     Condition        Report By
 RC2456  HISTORY     - 1939     MONUMENTED       USE
 RC2456  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2456  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2456
 RC2456                          STATION DESCRIPTION
 RC2456
 RC2456'DESCRIBED BY US ENGINEERS 1939 (WMS)
 RC2456'STATION IS ABOUT 1 MILE W OF STEVENSON, WASHINGTON, ON THE N
 RC2456'BANK OF THE COLUMBIA RIVER, ON POINT N OF TWO LARGE TREE-COVERED
 RC2456'ISLANDS.  STATION IS ON S EDGE OF THE HIGHEST PART OF THE S END
 RC2456'OF THE POINT AND IS BESIDE THE ONLY LARGE BOULDER ON POINT, IN
 RC2456'VICINITY.
 RC2456'
 RC2456'STATION IS MARKED BY A U.S.E. BRONZE DISK SET IN THE TOP OF A
 RC2456'1 1/2-INCH IRON PIPE.
 RC2456'
 RC2456'STATION CAN BE REACHED AS FOLLOWS--FROM STEVENSON, WASHINGTON,
 RC2456'POST OFFICE, GO W ON U.S. HIGHWAY 830 1.2 MILES, TURN LEFT ON
 RC2456'LOGGING ROAD, GO 0.2 MILE TO POINT OF TURN-AROUND JUST W OF THE
 RC2456'LOG DUMP.  FROM THIS POINT GO W ALONG SHORE TO STATION.
 RC2456
 RC2456                          STATION RECOVERY (1948)
 RC2456
 RC2456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2456'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  A NEW
 RC2456'DESCRIPTION FOLLOWS--
 RC2456'
 RC2456'STATION IS ABOUT 1 MILE W OF STEVENSON ON THE N BANK OF THE
 RC2456'COLUMBIA RIVER, ON THE PROPERTY OF MR. KLINGER OF STEVENSON, AND
 RC2456'ON THE POINT OF LAND JUST N OF TWO LARGE TREE-COVERED
 RC2456'ISLANDS.  THE STATION IS ON THE S EDGE OF THE HIGHEST PART OF
 RC2456'THE POINT AND IS BESIDE THE ONLY LARGE BOULDER IN THE VICINITY.
 RC2456'
 RC2456'STATION IS MARKED BY A STANDARD U.S.E. BRONZE DISK (RESERVOIR
 RC2456'RIGHT-OF-WAY MON.) (BONNEVILLE POWER NAVIGATION PROJECT) SET IN
 RC2456'THE TOP OF A 1-1/2-INCH IRON PIPE, TOP OF WHICH PROTRUDES
 RC2456'APPROXIMATELY 2 INCHES ABOVE THE SURROUNDING SURFACE.  NOTE--THE
 RC2456'STATION MARK IS NOT STAMPED.
 RC2456'
 RC2456'THE ONLY REFERENCE MARK FOR THIS STATION IS STATION MC T2N R7E
 RC2456'2/11, WHICH IS 14.266 METERS (46.80 FEET) N OF 95-FOOT
 RC2456'CONTOUR.  THIS DISTANCE WAS MEASURED AND FOUND TO BE IN AGREEMENT
 RC2456'WITH THAT OF THE ORIGINAL DESCRIPTION.
 RC2456'
 RC2456'STATION CAN BE REACHED AS FOLLOWS--FROM STEVENSON POST OFFICE,
 RC2456'GO W ON U.S. HIGHWAY 830 1.2 MILES, TURN LEFT ON LOGGING ROAD, GO
 RC2456'0.2 MILE TO POINT OF TURN-AROUND JUST W OF THE LOG DUMP.  FROM
 RC2456'THIS POINT GO W ALONG SHORE TO STATION.
 RC2456'
 RC2456'THE DIRECTIONS WERE NOT VERIFIED TO THIS STATION.
 RC2456
 RC2456                          STATION RECOVERY (1959)
 RC2456
 RC2456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2456'RECOVERED IN GOOD CONDITION ABOUT 1 MILE SOUTHWEST OF STEVENSON,
 RC2456'ABOUT 3/4 MILE NORTH OF CASCADE LOCKS, ON THE NORTH SHORE OF THE
 RC2456'COLUMBIA RIVER, ABOUT 500 FEET NORTHEAST OF A LOG DUMP ABOUT 100
 RC2456'FEET NORTH OF THE EDGE OF THE RIVER, ON THE SOUTH SLOPE OF A LOW,
 RC2456'WOODED POINT, ABOUT 4 FEET NORTHWEST OF A WITNESS POST.
 RC2456'
 RC2456'TO REACH FROM RUSSELL AVENUE AND SECOND STREET IN STEVENSON,
 RC2456'GO SOUTHWEST ON SECOND STREET (U.S. HIGHWAY 830) FOR 1.4 MILES,
 RC2456'TURN LEFT ON A SIDE ROAD, GO 0.05 MILE TO A ROAD FORK, TAKE LEFT
 RC2456'FORK, GO 0.15 MILE TO A LOG DUMP AND END OF TRUCK TRAVEL.  PACK
 RC2456'NORTHEAST ALONG THE SHORE OF THE RIVER FOR ABOUT 500 FEET AND
 RC2456'STATION ON THE LEFT OF THE SOUTH SLOPE OF A WOODED POINT.
 RC2456'
 RC2456'THE STATION IS A CORPS OF ENGINEERS DISK (UNSTAMPED) FASTENED
 RC2456'TO THE TOP OF A 1-1/2 INCH IRON PIPE, PROJECTING ABOUT 2 INCHES
 RC2456'ABOVE THE SURFACE OF THE GROUND.
 RC2456'
 RC2456'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED 95 FT CONTOUR
 RC2456'MON USE NO 1 1939 SET IN A DRILL HOLE IN A BOULDER.  THE BOULDER
 RC2456'PROJECT ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND AND IT
 RC2456'IS ABOUT 4 FEET HIGHER THAN THE STATION.
 RC2456'
 RC2456'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MC T2N R7E 2
 RC2456'11 NO 2 1939 SET IN A BOULDER, PROJECTING ABOUT 6 INCHES ABOVE
 RC2456'THE SURFACE OF THE GROUND.  IT IS ABOUT 4 FEET HIGHER THAN THE
 RC2456'STATION.  NOTE--THIS REFERENCE MARK IS ALSO A REFERENCE MARK FOR
 RC2456'STATION T.2N., R.7E., SECS. 2 AND 11, MEANDER CORNER, (U.S.E.),
 RC2456'1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0403 ***********************************************************************
 SA0403  DESIGNATION -  950
 SA0403  PID         -  SA0403
 SA0403  STATE/COUNTY-  WA/WALLA WALLA
 SA0403  USGS QUAD   -  PAGE (1991)
 SA0403
 SA0403                         *CURRENT SURVEY CONTROL
 SA0403  ___________________________________________________________________
 SA0403* NAD 83(1986)-  46 17 51.     (N)    118 42 01.     (W)     SCALED    
 SA0403* NAVD 88     -       290.409  (meters)     952.78   (feet)  ADJUSTED  
 SA0403  ___________________________________________________________________
 SA0403  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SA0403  DYNAMIC HT  -         290.408 (meters)     952.78  (feet)  COMP
 SA0403  MODELED GRAV-     980,607.3   (mgal)                       NAVD 88
 SA0403
 SA0403  VERT ORDER  -  SECOND    CLASS 0
 SA0403
 SA0403.The horizontal coordinates were scaled from a topographic map and have
 SA0403.an estimated accuracy of +/- 6 seconds.
 SA0403
 SA0403.The orthometric height was determined by differential leveling
 SA0403.and adjusted by the National Geodetic Survey in June 1991..
 SA0403
 SA0403.The geoid height was determined by GEOID03.
 SA0403
 SA0403.The dynamic height is computed by dividing the NAVD 88
 SA0403.geopotential number by the normal gravity value computed on the
 SA0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0403.degrees latitude (g = 980.6199 gals.).
 SA0403
 SA0403.The modeled gravity was interpolated from observed gravity values.
 SA0403
 SA0403;                    North         East    Units  Estimated Accuracy
 SA0403;SPC WA S     -   108,750.      638,640.      MT  (+/- 180 meters Scaled)
 SA0403
 SA0403                          SUPERSEDED SURVEY CONTROL
 SA0403
 SA0403  NGVD 29 (??/??/92)  289.406  (m)          949.49   (f) ADJ UNCH    2 0
 SA0403
 SA0403.Superseded values are not recommended for survey control.
 SA0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0403.See file dsdata.txt to determine how the superseded data were derived.
 SA0403
 SA0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM690285(NAD 83)
 SA0403_MARKER: DD = SURVEY DISK
 SA0403_SETTING: 0 = UNSPECIFIED SETTING
 SA0403_STAMPING: 950 WASH 1915
 SA0403_MARK LOGO: USGS  
 SA0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0403
 SA0403  HISTORY     - Date     Condition        Report By
 SA0403  HISTORY     - 1915     MONUMENTED       USGS
 SA0403  HISTORY     - 1934     GOOD             CGS
 SA0403
 SA0403                          STATION DESCRIPTION
 SA0403
 SA0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SA0403'4.1 MI W FROM EUREKA.
 SA0403'4.1 MI. W. ALONG COUNTY ROAD FROM PAGE TO EUREKA, FROM U.P.RR.STATION.
 SA0403'ALONG THE RIGHT OF WAY OF COUNTY ROAD FROM PAGE RR.STATION TO EUREKA.
 SA0403'75 YDS. S.W. OF RANCH HOUSE, IN S.W. CORNER OF SECTION 33, 45 FEET
 SA0403'NORTH OF CENTER LINE OF ROAD, AND 35 FEET EAST OF CENTER LINE OF SIDE
 SA0403'ROAD GOING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0098 ***********************************************************************
 SA0098  DESIGNATION -  952
 SA0098  PID         -  SA0098
 SA0098  STATE/COUNTY-  WA/WALLA WALLA
 SA0098  USGS QUAD   -  WALLA WALLA (1978)
 SA0098
 SA0098                         *CURRENT SURVEY CONTROL
 SA0098  ___________________________________________________________________
 SA0098* NAD 83(1986)-  46 04 05.     (N)    118 20 26.     (W)     SCALED    
 SA0098* NAVD 88     -       290.968  (meters)     954.62   (feet)  ADJUSTED  
 SA0098  ___________________________________________________________________
 SA0098  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SA0098  DYNAMIC HT  -         290.959 (meters)     954.59  (feet)  COMP
 SA0098  MODELED GRAV-     980,574.6   (mgal)                       NAVD 88
 SA0098
 SA0098  VERT ORDER  -  FIRST     CLASS I
 SA0098
 SA0098.The horizontal coordinates were scaled from a topographic map and have
 SA0098.an estimated accuracy of +/- 6 seconds.
 SA0098
 SA0098.The orthometric height was determined by differential leveling
 SA0098.and adjusted by the National Geodetic Survey in June 1991..
 SA0098
 SA0098.The geoid height was determined by GEOID03.
 SA0098
 SA0098.The dynamic height is computed by dividing the NAVD 88
 SA0098.geopotential number by the normal gravity value computed on the
 SA0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0098.degrees latitude (g = 980.6199 gals.).
 SA0098
 SA0098.The modeled gravity was interpolated from observed gravity values.
 SA0098
 SA0098;                    North         East    Units  Estimated Accuracy
 SA0098;SPC WA S     -    83,950.      667,040.      MT  (+/- 180 meters Scaled)
 SA0098
 SA0098                          SUPERSEDED SURVEY CONTROL
 SA0098
 SA0098  NGVD 29 (??/??/92)  289.969  (m)          951.34   (f) ADJ UNCH    1 1
 SA0098
 SA0098.Superseded values are not recommended for survey control.
 SA0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0098.See file dsdata.txt to determine how the superseded data were derived.
 SA0098
 SA0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM963024(NAD 83)
 SA0098_MARKER: DD = SURVEY DISK
 SA0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0098_SP_SET: COPING
 SA0098_STAMPING: 952 WASH 1915
 SA0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA0098+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 SA0098
 SA0098  HISTORY     - Date     Condition        Report By
 SA0098  HISTORY     - 1915     MONUMENTED       USGS
 SA0098  HISTORY     - 1964     GOOD             NGS
 SA0098  HISTORY     - 20030721 GOOD             GEOCAC
 SA0098  HISTORY     - 20060825 GOOD             USPSQD
 SA0098
 SA0098                          STATION DESCRIPTION
 SA0098
 SA0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SA0098'IN WALLA WALLA.
 SA0098'AT THE NORTHWEST ENTRANCE TO THE WALLA WALLA POST OFFICE, IN THE TOP
 SA0098'OF THE COPING ON THE SOUTHWEST SIDE OF THE LANDING BETWEEN THE TWO
 SA0098'SETS OF STEPS AND 4 INCHES ABOVE THE LEVEL OF THE LANDING.
 SA0098
 SA0098                          STATION RECOVERY (2003)
 SA0098
 SA0098'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0098'RECOVERED IN GOOD CONDITION.
 SA0098
 SA0098                          STATION RECOVERY (2006)
 SA0098
 SA0098'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJR)
 SA0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2716 ***********************************************************************
 SC2716  DESIGNATION -  952 ECC
 SC2716  PID         -  SC2716
 SC2716  STATE/COUNTY-  WA/COWLITZ
 SC2716  USGS QUAD   -  TOUTLE MTN (1993)
 SC2716
 SC2716                         *CURRENT SURVEY CONTROL
 SC2716  ___________________________________________________________________
 SC2716* NAD 83(1998)-  46 20 41.12734(N)    122 31 56.90480(W)     ADJUSTED  
 SC2716* NAVD 88     -       278.0    (meters)     912.     (feet)  VERTCON   
 SC2716  ___________________________________________________________________
 SC2716  X           -  -2,372,056.781 (meters)                     COMP
 SC2716  Y           -  -3,718,730.532 (meters)                     COMP
 SC2716  Z           -   4,591,970.617 (meters)                     COMP
 SC2716  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 SC2716  ELLIP HEIGHT-         256.91  (meters)          (09/30/02) GPS OBS
 SC2716  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SC2716
 SC2716  HORZ ORDER  -  FIRST
 SC2716  ELLP ORDER  -  FOURTH    CLASS I
 SC2716
 SC2716.The horizontal coordinates were established by GPS observations
 SC2716.and adjusted by the National Geodetic Survey in September 2002..
 SC2716.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC2716.DATUM ITEM on the data sheet items page.
 SC2716
 SC2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2716
 SC2716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2716
 SC2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2716
 SC2716.The ellipsoidal height was determined by GPS observations
 SC2716.and is referenced to NAD 83.
 SC2716
 SC2716.The geoid height was determined by GEOID03.
 SC2716
 SC2716;                    North         East     Units Scale Factor Converg.
 SC2716;SPC WA S     -   114,434.808   343,567.896   MT  0.99992335   -1 28 35.0
 SC2716;SPC WA S     -   375,441.53  1,127,189.01   sFT  0.99992335   -1 28 35.0
 SC2716;UTM  10      - 5,132,459.783   535,976.138   MT  0.99961591   +0 20 17.7
 SC2716
 SC2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2716!SPC WA S     -   0.99995973  x   0.99992335  =   0.99988308
 SC2716!UTM  10      -   0.99995973  x   0.99961591  =   0.99957565
 SC2716
 SC2716                          SUPERSEDED SURVEY CONTROL
 SC2716
 SC2716  NAD 83(1991)-  46 20 41.12410(N)    122 31 56.90432(W) AD(       ) 1
 SC2716  ELLIP H (12/09/91)  257.06   (m)                       GP(       ) 4 1
 SC2716  NAD 83(1991)-  46 20 41.12397(N)    122 31 56.90424(W) AD(       ) 1
 SC2716  ELLIP H (10/15/91)  257.05   (m)                       GP(       ) 4 1
 SC2716  NAD 83(1986)-  46 20 41.14390(N)    122 31 56.90881(W) AD(       ) 1
 SC2716  NAD 27      -  46 20 41.74469(N)    122 31 52.53709(W) AD(       ) 1
 SC2716  NGVD 29 (07/20/87)  276.9    (m)          908.     (f) GPS OBS        
 SC2716
 SC2716.Superseded values are not recommended for survey control.
 SC2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2716.See file dsdata.txt to determine how the superseded data were derived.
 SC2716
 SC2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES3597632460(NAD 83)
 SC2716_MARKER: DS = TRIANGULATION STATION DISK
 SC2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC2716_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2716+STABILITY: SURFACE MOTION
 SC2716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2716+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1985
 SC2716
 SC2716  HISTORY     - Date     Condition        Report By
 SC2716  HISTORY     - 1984     MONUMENTED       NGS
 SC2716  HISTORY     - 19850507 GOOD
 SC2716
 SC2716                          STATION DESCRIPTION
 SC2716
 SC2716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (AJL)
 SC2716'THE STATION IS LOCATED ABOUT 20.8 KM (13 MI) SOUTH SOUTHWEST OF
 SC2716'MOSSY ROCK, 16.0 KM (10 MI) EAST OF TOUTLE, 3.2 KM (2 MI) NORTHWEST
 SC2716'OF CAMP BAKER AND ON PROPERTY CONTROLLED BY THE US ARMY CORPS OF
 SC2716'ENGINEERS.
 SC2716'
 SC2716'TO REACH THE STATION FROPM THE JUCNCTION OF STATE HIGHWAYS 504 AND
 SC2716'505 NORTHEAST OF TOUTLE GO EASTERLY ON STATE HIGHWAY 504 FOR 6.1 KM
 SC2716'(3.8 MI) TO THE KIDD VALLEY STORE AND POST OFFICE ON THE RIGHT.
 SC2716'CONTINUE AHEAD EASTERLY OF STATE HIGHWAY 504 FOR 5.6 KM (3.5 MI) TO
 SC2716'THE INTESECTION WITH THE 2411 AND THE 2411A LINE ROADS.  CONTINUE
 SC2716'EASTERLY ON STATE HIGHWAY 504 FOR 3.7 KM (2.3 MI) TO THE SAINT
 SC2716'HELENS LOOP ROAD ON THE LEFT AND THE STATION ON THE RIGHT ON THE CUT
 SC2716'BANK.
 SC2716'
 SC2716'THE STATION MARK IS A STANDARD NGS DISK STAMPED---
 SC2716'---952 ECC 1913 USGS 1985--- SET IN THE TOP OF A 30 CM (12 INCH)
 SC2716'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 SC2716'IS 39.6 KM (130 FT) SOUTHEAST OF THE CENTER OF THE DIRT ROAD LEADING
 SC2716'SOUTH, 22 M (72 FT) SOUTH OF THE CENTER OF THE SAINT HELENS LOOP
 SC2716'ROAD AND STATE HIGHWAY 504 INTERSECTION, 16.8 M (55 FT) SOUTHWEST
 SC2716'OF THE CENTER OF STATE HIGHWAY 504 2.7 M (9 FT ) NORTHEAST OF THE
 SC2716'EDGE OF THE BANK AND 1.7 M (5.6 FT) EAST OF A WITNESS POST.
 SC2716'
 SC2716'THIS STATION IS SUITEABLE FOR GPS OBSERVATIONS, THERE ARE NO
 SC2716'OBSTRUCTIONS.
 SC2716'
 SC2716'DESCRIBED BY DA WEGENAST.
 SC2716
 SC2716                          STATION RECOVERY (1985)
 SC2716
 SC2716'RECOVERED 1985
 SC2716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0627 ***********************************************************************
 SW0627  DESIGNATION -  958 T
 SW0627  PID         -  SW0627
 SW0627  STATE/COUNTY-  WA/GRANT
 SW0627  USGS QUAD   -  BABCOCK RIDGE (1966)
 SW0627
 SW0627                         *CURRENT SURVEY CONTROL
 SW0627  ___________________________________________________________________
 SW0627* NAD 83(1986)-  47 13 54.     (N)    119 59 59.     (W)     SCALED    
 SW0627* NAVD 88     -       293.019  (meters)     961.35   (feet)  ADJUSTED  
 SW0627  ___________________________________________________________________
 SW0627  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 SW0627  DYNAMIC HT  -         293.042 (meters)     961.42  (feet)  COMP
 SW0627  MODELED GRAV-     980,685.6   (mgal)                       NAVD 88
 SW0627
 SW0627  VERT ORDER  -  FIRST     CLASS II
 SW0627
 SW0627.The horizontal coordinates were scaled from a topographic map and have
 SW0627.an estimated accuracy of +/- 6 seconds.
 SW0627
 SW0627.The orthometric height was determined by differential leveling
 SW0627.and adjusted by the National Geodetic Survey in June 1991..
 SW0627
 SW0627.The geoid height was determined by GEOID03.
 SW0627
 SW0627.The dynamic height is computed by dividing the NAVD 88
 SW0627.geopotential number by the normal gravity value computed on the
 SW0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0627.degrees latitude (g = 980.6199 gals.).
 SW0627
 SW0627.The modeled gravity was interpolated from observed gravity values.
 SW0627
 SW0627;                    North         East    Units  Estimated Accuracy
 SW0627;SPC WA S     -   211,130.      537,880.      MT  (+/- 180 meters Scaled)
 SW0627
 SW0627                          SUPERSEDED SURVEY CONTROL
 SW0627
 SW0627  NGVD 29 (??/??/92)  291.853  (m)          957.52   (f) ADJ UNCH    1 2
 SW0627
 SW0627.Superseded values are not recommended for survey control.
 SW0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0627.See file dsdata.txt to determine how the superseded data were derived.
 SW0627
 SW0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN729352(NAD 83)
 SW0627_MARKER: P = PIPE CAP
 SW0627_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0627_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0627_STAMPING: 958 T
 SW0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0627
 SW0627  HISTORY     - Date     Condition        Report By
 SW0627  HISTORY     - UNK      MONUMENTED       USGS
 SW0627  HISTORY     - 1968     GOOD             NGS
 SW0627  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SW0627
 SW0627                          STATION DESCRIPTION
 SW0627
 SW0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0627'0.2 MI S FROM TRINIDAD.
 SW0627'MARK IS 7.3 MILES WEST ALONG STATE HIGHWAY 28 FROM THE INTERSECTION OF
 SW0627'STATE HIGHWAY 28 AND 281 IN QUINCY, ABOUT 125 YARDS NORTHWEST OF A Y
 SW0627'FORMED BY TWO BLACKTOP ROADS, 0.2 MILE EAST OF A RAILROAD BRIDGE OVER
 SW0627'THE HIGHWAY.  18 RAILS SOUTHWEST OF A LARGE BRICK BUILDING 68 FEET
 SW0627'SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD, SMALL, BRICK FOUNDATION
 SW0627'BUILT AT THE BASE OF THE BANK ON THE NORTHWEST SIDE OF TRACK, 38 FEET
 SW0627'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 80 FEET NORTHWEST
 SW0627'OF TELEGRAPH POLE A 98, ABOUT LEVEL WITH THE TRACK, AND 1 FOOT EAST OF
 SW0627'A METAL WITNESS POST.  A US GEOLOGICAL SURVEY CAP ON A 3 1/2 INCH PIPE
 SW0627'WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 SW0627
 SW0627                          STATION RECOVERY (1989)
 SW0627
 SW0627'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SW0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4294 ***********************************************************************
 RD4294  DESIGNATION -  9592
 RD4294  PID         -  RD4294
 RD4294  STATE/COUNTY-  WA/CLARK
 RD4294  USGS QUAD   -  ORCHARDS (1990)
 RD4294
 RD4294                         *CURRENT SURVEY CONTROL
 RD4294  ___________________________________________________________________
 RD4294* NAD 83(1986)-  45 41 27.     (N)    122 33 09.     (W)     SCALED    
 RD4294* NAVD 88     -        81.705  (meters)     268.06   (feet)  ADJUSTED  
 RD4294  ___________________________________________________________________
 RD4294  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 RD4294  DYNAMIC HT  -          81.705 (meters)     268.06  (feet)  COMP
 RD4294  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 RD4294
 RD4294  VERT ORDER  -  SECOND    CLASS II
 RD4294
 RD4294.The horizontal coordinates were scaled from a topographic map and have
 RD4294.an estimated accuracy of +/- 6 seconds.
 RD4294
 RD4294.The orthometric height was determined by differential leveling
 RD4294.and adjusted by the National Geodetic Survey in April 1995..
 RD4294
 RD4294.The geoid height was determined by GEOID03.
 RD4294
 RD4294.The dynamic height is computed by dividing the NAVD 88
 RD4294.geopotential number by the normal gravity value computed on the
 RD4294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4294.degrees latitude (g = 980.6199 gals.).
 RD4294
 RD4294.The modeled gravity was interpolated from observed gravity values.
 RD4294
 RD4294;                    North         East    Units  Estimated Accuracy
 RD4294;SPC WA S     -    41,820.      340,140.      MT  (+/- 180 meters Scaled)
 RD4294
 RD4294                          SUPERSEDED SURVEY CONTROL
 RD4294
 RD4294  NGVD 29 (03/17/92)   80.654  (m)          264.61   (f) ADJUSTED    2 2
 RD4294
 RD4294.Superseded values are not recommended for survey control.
 RD4294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4294.See file dsdata.txt to determine how the superseded data were derived.
 RD4294
 RD4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER348597(NAD 83)
 RD4294_MARKER: DB = BENCH MARK DISK
 RD4294_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4294_SP_SET: TOP OF CURB
 RD4294_STAMPING: 9592  1990
 RD4294_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4294
 RD4294  HISTORY     - Date     Condition        Report By
 RD4294  HISTORY     - 1990     MONUMENTED       WA-011
 RD4294  HISTORY     - 20040311 MARK NOT FOUND   USPSQD
 RD4294
 RD4294                          STATION DESCRIPTION
 RD4294
 RD4294'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4294'IN TOP OF WEST CURB OF N.E. 117TH AVE (SR-503),1.6 MILES NORTH OF
 RD4294'INTERSECTION OF SR-500, FOURTH PLAIN ROAD, AND SR-503, 58.6 FT
 RD4294'(17.9 M) SOUTH OF CENTERLINE OF N.E. 96TH STREET, 62.1 FT (18.9 M)
 RD4294'NORTHEAST OF POWER POLE NO. PUD 14243SET 1 3/8 IN DIAM DOMED BRASS
 RD4294'DISK
 RD4294
 RD4294                          STATION RECOVERY (2004)
 RD4294
 RD4294'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RD4294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0056 ***********************************************************************
 SA0056  DESIGNATION -  964
 SA0056  PID         -  SA0056
 SA0056  STATE/COUNTY-  WA/FRANKLIN
 SA0056  USGS QUAD   -  SPERRY (1981)
 SA0056
 SA0056                         *CURRENT SURVEY CONTROL
 SA0056  ___________________________________________________________________
 SA0056* NAD 83(1986)-  46 42 01.     (N)    118 24 44.     (W)     SCALED    
 SA0056* NAVD 88     -       294.761  (meters)     967.06   (feet)  ADJUSTED  
 SA0056  ___________________________________________________________________
 SA0056  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 SA0056  DYNAMIC HT  -         294.770 (meters)     967.09  (feet)  COMP
 SA0056  MODELED GRAV-     980,635.8   (mgal)                       NAVD 88
 SA0056
 SA0056  VERT ORDER  -  SECOND    CLASS 0
 SA0056
 SA0056.The horizontal coordinates were scaled from a topographic map and have
 SA0056.an estimated accuracy of +/- 6 seconds.
 SA0056
 SA0056.The orthometric height was determined by differential leveling
 SA0056.and adjusted by the National Geodetic Survey in June 1991..
 SA0056
 SA0056.The geoid height was determined by GEOID03.
 SA0056
 SA0056.The dynamic height is computed by dividing the NAVD 88
 SA0056.geopotential number by the normal gravity value computed on the
 SA0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0056.degrees latitude (g = 980.6199 gals.).
 SA0056
 SA0056.The modeled gravity was interpolated from observed gravity values.
 SA0056
 SA0056;                    North         East    Units  Estimated Accuracy
 SA0056;SPC WA S     -   154,050.      659,640.      MT  (+/- 180 meters Scaled)
 SA0056
 SA0056                          SUPERSEDED SURVEY CONTROL
 SA0056
 SA0056  NGVD 29 (??/??/92)  293.730  (m)          963.68   (f) ADJ UNCH    2 0
 SA0056
 SA0056.Superseded values are not recommended for survey control.
 SA0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0056.See file dsdata.txt to determine how the superseded data were derived.
 SA0056
 SA0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM920728(NAD 83)
 SA0056_MARKER: P = PIPE CAP
 SA0056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0056_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0056_STAMPING: 964
 SA0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0056
 SA0056  HISTORY     - Date     Condition        Report By
 SA0056  HISTORY     - UNK      MONUMENTED       USGS
 SA0056  HISTORY     - 1968     GOOD             NGS
 SA0056
 SA0056                          STATION DESCRIPTION
 SA0056
 SA0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0056'5.85 MI SW FROM WASHTUCNA.
 SA0056'5.85 MILES SOUTHWEST ALONG STATE HIGHWAY 260 FROM THE POST OFFICE AT
 SA0056'WASHTUCNA, AT SPERRY RAILROAD SIDING, AT THE JUNCTION OF MCADAMS-LYONS
 SA0056'FERRY ROAD SOUTHEAST, 278 FEET SOUTHEAST OF THE CENTER LINE OF THE
 SA0056'HIGHWAY, 196 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 14.0 FEET
 SA0056'NORTHWEST OF THE NORTHWEST RAIL OF THE UNION PACIFIC RAILROAD, 164
 SA0056'FEET SOUTHWEST OF POWER POLE REA CO-OP C1 70, 1.1 FEET NORTHWEST OF A
 SA0056'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND RIVETED ON THE
 SA0056'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0216 ***********************************************************************
 SA0216  DESIGNATION -  966
 SA0216  PID         -  SA0216
 SA0216  STATE/COUNTY-  WA/WALLA WALLA
 SA0216  USGS QUAD   -  HARSHA (1976)
 SA0216
 SA0216                         *CURRENT SURVEY CONTROL
 SA0216  ___________________________________________________________________
 SA0216* NAD 83(1986)-  46 17 56.     (N)    118 25 46.     (W)     SCALED    
 SA0216* NAVD 88     -       295.153  (meters)     968.35   (feet)  ADJUSTED  
 SA0216  ___________________________________________________________________
 SA0216  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SA0216  DYNAMIC HT  -         295.147 (meters)     968.33  (feet)  COMP
 SA0216  MODELED GRAV-     980,589.1   (mgal)                       NAVD 88
 SA0216
 SA0216  VERT ORDER  -  SECOND    CLASS 0
 SA0216
 SA0216.The horizontal coordinates were scaled from a topographic map and have
 SA0216.an estimated accuracy of +/- 6 seconds.
 SA0216
 SA0216.The orthometric height was determined by differential leveling
 SA0216.and adjusted by the National Geodetic Survey in June 1991..
 SA0216
 SA0216.The geoid height was determined by GEOID03.
 SA0216
 SA0216.The dynamic height is computed by dividing the NAVD 88
 SA0216.geopotential number by the normal gravity value computed on the
 SA0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0216.degrees latitude (g = 980.6199 gals.).
 SA0216
 SA0216.The modeled gravity was interpolated from observed gravity values.
 SA0216
 SA0216;                    North         East    Units  Estimated Accuracy
 SA0216;SPC WA S     -   109,420.      659,500.      MT  (+/- 180 meters Scaled)
 SA0216
 SA0216                          SUPERSEDED SURVEY CONTROL
 SA0216
 SA0216  NGVD 29 (??/??/92)  294.182  (m)          965.16   (f) ADJ UNCH    2 0
 SA0216
 SA0216.Superseded values are not recommended for survey control.
 SA0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0216.See file dsdata.txt to determine how the superseded data were derived.
 SA0216
 SA0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM899282(NAD 83)
 SA0216_MARKER: P = PIPE CAP
 SA0216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0216_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0216_STAMPING: 966 WASH 1915
 SA0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0216
 SA0216  HISTORY     - Date     Condition        Report By
 SA0216  HISTORY     - 1915     MONUMENTED       USGS
 SA0216  HISTORY     - 1952     GOOD             NGS
 SA0216  HISTORY     - 1983     MARK NOT FOUND   NGS
 SA0216
 SA0216                          STATION DESCRIPTION
 SA0216
 SA0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SA0216'5.4 MI W FROM PRESCOTT.
 SA0216'1.3 MILES WEST ALONG STATE HIGHWAY 3 E FROM THE POST OFFICE AT
 SA0216'PRESCOTT, THENCE 4.1 MILES WEST ALONG STATE HIGHWAY 3 D, AT THE
 SA0216'APPROXIMATE CENTER OF A SHARP CURVE, 63 1/2 FEET SOUTHEAST OF POWER
 SA0216'LINE POLE NO. C.E. 40 WITH TWO GUY WIRES, 59 FEET NORTHWEST OF THE
 SA0216'CENTER LINE OF THE HIGHWAY, 1.9 FEET NORTHWEST OF A WITNESS POST,
 SA0216'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A 3
 SA0216'1/2-INCH IRON PIPE ENCASED IN CONCRETE AND PROJECTING 0.6 FOOT ABOVE
 SA0216'THE GROUND.
 SA0216
 SA0216                          STATION RECOVERY (1983)
 SA0216
 SA0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SA0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1028 ***********************************************************************
 SW1028  DESIGNATION -  97 FMK USGS
 SW1028  PID         -  SW1028
 SW1028  STATE/COUNTY-  WA/CHELAN
 SW1028  USGS QUAD   -  CHELAN FALLS (1981)
 SW1028
 SW1028                         *CURRENT SURVEY CONTROL
 SW1028  ___________________________________________________________________
 SW1028* NAD 83(1986)-  47 49 06.     (N)    119 58 44.     (W)     SCALED    
 SW1028* NAVD 88     -       301.510  (meters)     989.20   (feet)  ADJUSTED  
 SW1028  ___________________________________________________________________
 SW1028  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SW1028  DYNAMIC HT  -         301.549 (meters)     989.33  (feet)  COMP
 SW1028  MODELED GRAV-     980,734.2   (mgal)                       NAVD 88
 SW1028
 SW1028  VERT ORDER  -  FIRST     CLASS II
 SW1028
 SW1028.The horizontal coordinates were scaled from a topographic map and have
 SW1028.an estimated accuracy of +/- 6 seconds.
 SW1028
 SW1028.The orthometric height was determined by differential leveling
 SW1028.and adjusted by the National Geodetic Survey in June 1991..
 SW1028
 SW1028.The geoid height was determined by GEOID03.
 SW1028
 SW1028.The dynamic height is computed by dividing the NAVD 88
 SW1028.geopotential number by the normal gravity value computed on the
 SW1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW1028.degrees latitude (g = 980.6199 gals.).
 SW1028
 SW1028.The modeled gravity was interpolated from observed gravity values.
 SW1028
 SW1028;                    North         East    Units  Estimated Accuracy
 SW1028;SPC WA N     -    91,340.      563,980.      MT  (+/- 180 meters Scaled)
 SW1028
 SW1028                          SUPERSEDED SURVEY CONTROL
 SW1028
 SW1028.No superseded survey control is available for this station.
 SW1028
 SW1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP770004(NAD 83)
 SW1028_MARKER: DB = BENCH MARK DISK
 SW1028_SETTING: 66 = SET IN ROCK OUTCROP
 SW1028_SP_SET: ROCK OUTCROP
 SW1028_STAMPING: 97 FMK 1967
 SW1028_MARK LOGO: USGS  
 SW1028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1028+STABILITY: POSITION/ELEVATION WELL
 SW1028
 SW1028  HISTORY     - Date     Condition        Report By
 SW1028  HISTORY     - 1967     MONUMENTED       USGS
 SW1028  HISTORY     - 1982     GOOD             NGS
 SW1028
 SW1028                          STATION DESCRIPTION
 SW1028
 SW1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SW1028'2.6 KM (1.6 MI) NORTH FROM CHELAN FALLS.
 SW1028'2.6 KM (1.6 MI) NORTH ALONG STATE HIGHWAY 151 FROM THE POST OFFICE IN
 SW1028'CHELAN FALLS, IN TOP OF A 20 FOOT ROCK LEDGE OF A MASSIVE OUTCROP, AT
 SW1028'THE NORTH END OF A SMALL ROCKY KNOLL FORMED BY A HIGHWAY CUT, 0.6 KM
 SW1028'(0.4 MI) NORTH OF MILEPOST 23, 41.5 METERS (136 FT) EAST OF THE
 SW1028'CENTERLINE OF THE HIGHWAY, 29.6 METERS (97 FT) NORTHWEST OF A POWER
 SW1028'LINE POLE BEARING ONE GUY WIRE, 0.4 METER (1.3 FT) EAST OF THE WEST
 SW1028'EDGE OF THE LEDGE.
 SW1028'THE MARK IS 0.1 METERS  N FROM A WITNESS POST.
 SW1028'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5953 ***********************************************************************
 AA5953  DESIGNATION -  9829 V5
 AA5953  PID         -  AA5953
 AA5953  STATE/COUNTY-  WA/KITTITAS
 AA5953  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AA5953
 AA5953                         *CURRENT SURVEY CONTROL
 AA5953  ___________________________________________________________________
 AA5953* NAD 83(1998)-  47 06 09.75533(N)    120 37 27.59168(W)     ADJUSTED  
 AA5953* NAVD 88     -       626.1    (meters)    2054.     (feet)  GPS OBS   
 AA5953  ___________________________________________________________________
 AA5953  X           -  -2,215,788.798 (meters)                     COMP
 AA5953  Y           -  -3,743,065.567 (meters)                     COMP
 AA5953  Z           -   4,649,988.802 (meters)                     COMP
 AA5953  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 AA5953  ELLIP HEIGHT-         606.28  (meters)          (07/05/01) GPS OBS
 AA5953  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 AA5953
 AA5953  HORZ ORDER  -  FIRST
 AA5953  ELLP ORDER  -  FOURTH    CLASS II
 AA5953
 AA5953.The horizontal coordinates were established by GPS observations
 AA5953.and adjusted by the National Geodetic Survey in July 2001..
 AA5953.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5953.DATUM ITEM on the data sheet items page.
 AA5953
 AA5953.The orthometric height was determined by GPS observations and a
 AA5953.high-resolution geoid model.
 AA5953
 AA5953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5953
 AA5953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5953
 AA5953.The ellipsoidal height was determined by GPS observations
 AA5953.and is referenced to NAD 83.
 AA5953
 AA5953.The geoid height was determined by GEOID03.
 AA5953
 AA5953;                    North         East     Units Scale Factor Converg.
 AA5953;SPC WA S     -   196,678.451   490,562.441   MT  0.99995541   -0 05 25.1
 AA5953;SPC WA S     -   645,269.22  1,609,453.61   sFT  0.99995541   -0 05 25.1
 AA5953;UTM  10      - 5,219,316.458   680,261.468   MT  0.99999937   +1 44 27.0
 AA5953
 AA5953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5953!SPC WA S     -   0.99990498  x   0.99995541  =   0.99986039
 AA5953!UTM  10      -   0.99990498  x   0.99999937  =   0.99990435
 AA5953
 AA5953                          SUPERSEDED SURVEY CONTROL
 AA5953
 AA5953  NAD 83(1991)-  47 06 09.75396(N)    120 37 27.59178(W) AD(       ) 1
 AA5953  ELLIP H (06/21/95)  606.40   (m)                       GP(       ) 4 2
 AA5953
 AA5953.Superseded values are not recommended for survey control.
 AA5953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5953.See file dsdata.txt to determine how the superseded data were derived.
 AA5953
 AA5953_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8026119316(NAD 83)
 AA5953_MARKER: DD = SURVEY DISK
 AA5953_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA5953_SP_SET: SET IN MONUMENT CASE IN ROADWAY
 AA5953_STAMPING: 30 29 31 32 9829 V5
 AA5953_MARK LOGO: WA-039
 AA5953_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5953+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5953
 AA5953  HISTORY     - Date     Condition        Report By
 AA5953  HISTORY     - 1993     MONUMENTED       MSI
 AA5953
 AA5953                          STATION DESCRIPTION
 AA5953
 AA5953'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1993
 AA5953'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5953'APPROXIMATELY 8.0 MI (12.9 KM) NORTHWEST OF THE CITY OF ELLENSBURG,
 AA5953'AND APPROXIMATELY 16.0 MI (25.7 KM) WEST OF THE TOWN OF CLE ELUM. TO
 AA5953'REACH THE STATION FROM THE INTERSECTION OF U.S. 97 AND S.R. 970,
 AA5953'PROCEED SOUTHWEST ON U.S. 97 FOR 7.8 MI (12.6 KM) TO THE INTERSECTION
 AA5953'WITH SMITHSON ROAD ON THE LEFT.  TURN LEFT AND PROCEED EAST ON
 AA5953'SMITHSON ROAD FOR 1.8 MI (2.9 KM) TO THE INTERSECTION WITH HOWARD ROAD
 AA5953'ON THE RIGHT, AND THE STATION IN THE CENTERLINE OF THE ROAD. THE
 AA5953'STATION IS A SECTION CORNER DISK STAMPED "30 29 31 32  9829 V5" SET IN
 AA5953'CONCRETE IN THE PAVEMENT UNDER A METAL LID MARKED "MC".  THE DISK IS
 AA5953'LOCATED 1.8 FT (0.5 M) NORTH OF THE CENTERLINE OF SMITHSON ROAD, 5.0
 AA5953'FT (1.5 M) WEST OF THE PROJECTED CENTERLINE OF HOWARD ROAD, 37.5 FT
 AA5953'(11.4 M) NORTHEAST OF A FENCE CORNER, 44.0 FT (13.4 M) NORTHWEST OF A
 AA5953'FENCE CORNER, AND 30.0 FT (9.1 M) SOUTH OF AN ORANGE CARSONITE WITNESS
 AA5953'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0051 ***********************************************************************
 SB0051  DESIGNATION -  988 PP+L
 SB0051  PID         -  SB0051
 SB0051  STATE/COUNTY-  WA/YAKIMA
 SB0051  USGS QUAD   -  YAKIMA EAST (1985)
 SB0051
 SB0051                         *CURRENT SURVEY CONTROL
 SB0051  ___________________________________________________________________
 SB0051* NAD 83(1986)-  46 33 27.     (N)    120 29 16.     (W)     SCALED    
 SB0051* NAVD 88     -       302.147  (meters)     991.29   (feet)  ADJUSTED  
 SB0051  ___________________________________________________________________
 SB0051  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SB0051  DYNAMIC HT  -         302.147 (meters)     991.29  (feet)  COMP
 SB0051  MODELED GRAV-     980,605.2   (mgal)                       NAVD 88
 SB0051
 SB0051  VERT ORDER  -  FIRST     CLASS II
 SB0051
 SB0051.The horizontal coordinates were scaled from a topographic map and have
 SB0051.an estimated accuracy of +/- 6 seconds.
 SB0051
 SB0051.The orthometric height was determined by differential leveling
 SB0051.and adjusted by the National Geodetic Survey in June 1991..
 SB0051.WARNING-Repeat measurements at this control monument indicate possible
 SB0051.vertical movement.
 SB0051
 SB0051.The geoid height was determined by GEOID03.
 SB0051
 SB0051.The dynamic height is computed by dividing the NAVD 88
 SB0051.geopotential number by the normal gravity value computed on the
 SB0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0051.degrees latitude (g = 980.6199 gals.).
 SB0051
 SB0051.The modeled gravity was interpolated from observed gravity values.
 SB0051
 SB0051;                    North         East    Units  Estimated Accuracy
 SB0051;SPC WA S     -   136,070.      500,940.      MT  (+/- 180 meters Scaled)
 SB0051
 SB0051                          SUPERSEDED SURVEY CONTROL
 SB0051
 SB0051  NGVD 29 (??/??/92)  301.100  (m)          987.86   (f) ADJ UNCH    1 2
 SB0051
 SB0051.Superseded values are not recommended for survey control.
 SB0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0051.See file dsdata.txt to determine how the superseded data were derived.
 SB0051
 SB0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS925590(NAD 83)
 SB0051_MARKER: DD = SURVEY DISK
 SB0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0051_STAMPING: 988 1930
 SB0051_MARK LOGO: PP+L  
 SB0051_PROJECTION: PROJECTING 15 CENTIMETERS
 SB0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0051+STABILITY: SURFACE MOTION
 SB0051
 SB0051  HISTORY     - Date     Condition        Report By
 SB0051  HISTORY     - 1930     MONUMENTED       PP+L
 SB0051  HISTORY     - 1962     GOOD             NGS
 SB0051  HISTORY     - 1982     GOOD             NGS
 SB0051  HISTORY     - 1990     GOOD             USPSQD
 SB0051
 SB0051                          STATION DESCRIPTION
 SB0051
 SB0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0051'2.9 MI S FROM YAKIMA.
 SB0051'2.9 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0051'YAKIMA, YAKIMA COUNTY, 7-1/2 RAILS SOUTH OF THE UNION PACIFIC RAILROAD
 SB0051'STATION AT UNION GAP, IN THE NORTHWEST QUARTER OF THE CROSSING OF THE
 SB0051'U.P.R.R., AND AN EAST-AND-WEST ROAD, 45 FEET NORTH OF THE CENTERLINE
 SB0051'OF THE ROAD, 37.7 FEET WEST OF THE WEST RAIL OF THE U.P.R.R. TRACK,
 SB0051'13.7 FEET NORTH OF A FENCE CORNER, AND 1.3 FEET SOUTH OF A WHITE
 SB0051'WOODEN WITNESS POST.  A PACIFIC POWER AND LIGHT CO. STANDARD DISK,
 SB0051'STAMPED 988 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SB0051'FOOT ABOVE GROUND.
 SB0051
 SB0051                          STATION RECOVERY (1982)
 SB0051
 SB0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0051'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0051'4.65 KM (2.9 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SB0051'THE STATION AT YAKIMA, IN THE NORTHWEST CORNER OF THE INTERSECTION OF
 SB0051'ANTANUM ROAD, 11.6 METERS (38 FT) NORTHWEST OF THE NORTHWEST RAIL,
 SB0051'13.7 METERS (45 FT) NORTH OF THE ROAD, 14.2 METERS (46.5 FT) SOUTHEAST
 SB0051'OF POWER POLE NUMBER 1878, 0.2 METER (0.7 FT) NORTHWEST OF THE RIGHT
 SB0051'OF WAY FENCE.
 SB0051'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 SB0051'THE MARK IS 0.7 M BELOW THE TRACKS.
 SB0051
 SB0051                          STATION RECOVERY (1990)
 SB0051
 SB0051'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5498 ***********************************************************************
 SY5498  DESIGNATION -  A
 SY5498  PID         -  SY5498
 SY5498  STATE/COUNTY-  WA/JEFFERSON
 SY5498  USGS QUAD   -  SEABECK (1973)
 SY5498
 SY5498                         *CURRENT SURVEY CONTROL
 SY5498  ___________________________________________________________________
 SY5498* NAD 83(1991)-  47 44 53.06026(N)    122 48 30.46377(W)     ADJUSTED  
 SY5498* NAVD 88     -                                                        
 SY5498  ___________________________________________________________________
 SY5498  LAPLACE CORR-         -16.93  (seconds)                    DEFLEC99
 SY5498  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 SY5498
 SY5498  HORZ ORDER  -  THIRD
 SY5498
 SY5498.The horizontal coordinates were established by classical geodetic methods
 SY5498.and adjusted by the National Geodetic Survey in December 1991..
 SY5498
 SY5498
 SY5498.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5498
 SY5498.The geoid height was determined by GEOID03.
 SY5498
 SY5498;                    North         East     Units Scale Factor Converg.
 SY5498;SPC WA N     -    85,072.507   351,910.884   MT  0.99996297   -1 28 13.9
 SY5498;SPC WA N     -   279,108.72  1,154,560.96   sFT  0.99996297   -1 28 13.9
 SY5498;UTM  10      - 5,288,317.887   514,357.282   MT  0.99960253   +0 08 30.4
 SY5498
 SY5498                          SUPERSEDED SURVEY CONTROL
 SY5498
 SY5498  NAD 83(1986)-  47 44 53.05703(N)    122 48 30.47051(W) AD(       ) 4
 SY5498  NAD 27      -  47 44 53.72200(N)    122 48 25.91600(W) AD(       ) 3
 SY5498
 SY5498.Superseded values are not recommended for survey control.
 SY5498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5498.See file dsdata.txt to determine how the superseded data were derived.
 SY5498
 SY5498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1435788318(NAD 83)
 SY5498
 SY5498  HISTORY     - Date     Condition        Report By
 SY5498  HISTORY     - 1961     MONUMENTED       CGS
 SY5498  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5498
 SY5498                          STATION DESCRIPTION
 SY5498
 SY5498'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (MEW)
 SY5498'STATION IS THE NORTH SIDE OF THE DOOR IN FRONT OF HOUSE.
 SY5498
 SY5498                          STATION RECOVERY (1963)
 SY5498
 SY5498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5498'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 SY5498'WEST SHORE OF TOANDOS PENINSULA ABOUT 200 YARDS NORTH OF TABOOK
 SY5498'POINT.
 SY5498'
 SY5498'THE STATION IS THE NORTH SIDE OF THE DOOR IN FRONT OF A DARK PINK
 SY5498'HOUSE WITH 2 PICTURE WINDOWS AND AN ALMOST FLAT ROOF.  IT IS THE
 SY5498'FIRST HOUSE NORTH OF TABOOK POINT.  A LONE WILLOW TREE IS ABOUT 50
 SY5498'FEET SOUTHWEST OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1030 ***********************************************************************
 TR1030  DESIGNATION -  A
 TR1030  PID         -  TR1030
 TR1030  STATE/COUNTY-  WA/SNOHOMISH
 TR1030  USGS QUAD   -  MARYSVILLE (1956)
 TR1030
 TR1030                         *CURRENT SURVEY CONTROL
 TR1030  ___________________________________________________________________
 TR1030* NAD 83(1991)-  48 00 44.15248(N)    122 13 36.01669(W)     ADJUSTED  
 TR1030* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1030  ___________________________________________________________________
 TR1030  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 TR1030  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 TR1030
 TR1030  HORZ ORDER  -  THIRD
 TR1030
 TR1030.The horizontal coordinates were established by classical geodetic methods
 TR1030.and adjusted by the National Geodetic Survey in December 1991..
 TR1030
 TR1030.The orthometric height was scaled from a topographic map.
 TR1030
 TR1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1030
 TR1030.The geoid height was determined by GEOID03.
 TR1030
 TR1030;                    North         East     Units Scale Factor Converg.
 TR1030;SPC WA N     -   113,486.592   396,057.815   MT  0.99994395   -1 02 14.5
 TR1030;SPC WA N     -   372,330.59  1,299,399.68   sFT  0.99994395   -1 02 14.5
 TR1030;UTM  10      - 5,317,952.686   557,672.988   MT  0.99964087   +0 34 29.4
 TR1030
 TR1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1030!SPC WA N     -   1.00000332  x   0.99994395  =   0.99994727
 TR1030!UTM  10      -   1.00000332  x   0.99964087  =   0.99964419
 TR1030
 TR1030:                Primary Azimuth Mark                     Grid Az
 TR1030:SPC WA N     -  SNOHOMISH RIVER RANGE REAR LT            022 04 48.4
 TR1030:UTM  10      -  SNOHOMISH RIVER RANGE REAR LT            020 28 04.5
 TR1030
 TR1030|---------------------------------------------------------------------|
 TR1030| PID    Reference Object                     Distance      Geod. Az  |
 TR1030|                                                           dddmmss.s |
 TR1030| TR1058 SNOHOMISH RIVER RANGE REAR LT       APPROX. 0.7 KM 0210233.9 |
 TR1030| TR1059 SNOHOMISH RIVER RANGE FRONT LT      476.214 METERS 0294535.7 |
 TR1030| TR1044 SNOHOMISH RIVER CHANNEL LIGHT 16    APPROX. 1.2 KM 0542213.2 |
 TR1030| TR1049 WEYERHAEUSER KRAFT PLT STK          APPROX. 2.6 KM 0784026.7 |
 TR1030| SY3511 EVERETT FOURTEENTH ST DOCK STK      APPROX. 1.6 KM 1593254.5 |
 TR1030| SY3524 EVERETT CABLEVISION MAST            APPROX. 5.0 KM 1770429.1 |
 TR1030| CF7482 A RM 1                                5.946 METERS 18114     |
 TR1030| CF7483 A RM 2                               17.250 METERS 18120     |
 TR1030| SY3521 SNOHOMISH RIVER LIGHT 5             APPROX. 2.7 KM 1850410.0 |
 TR1030| TR1080 GEDNEY EAST 2 RESET                 APPROX. 5.8 KM 2630459.7 |
 TR1030|---------------------------------------------------------------------|
 TR1030
 TR1030                          SUPERSEDED SURVEY CONTROL
 TR1030
 TR1030  NAD 83(1986)-  48 00 44.14961(N)    122 13 36.01600(W) AD(       ) 3
 TR1030  NAD 27      -  48 00 44.81100(N)    122 13 31.52000(W) AD(       ) 3
 TR1030
 TR1030.Superseded values are not recommended for survey control.
 TR1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1030.See file dsdata.txt to determine how the superseded data were derived.
 TR1030
 TR1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5767317953(NAD 83)
 TR1030_MARKER: DD = SURVEY DISK
 TR1030_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TR1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1030+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2004
 TR1030
 TR1030  HISTORY     - Date     Condition        Report By
 TR1030  HISTORY     - 1954     MONUMENTED       USE
 TR1030  HISTORY     - 1960     GOOD             CGS
 TR1030  HISTORY     - 1961     GOOD             CGS
 TR1030  HISTORY     - 1967     GOOD             CGS
 TR1030  HISTORY     - 1971     GOOD             NGS
 TR1030  HISTORY     - 20040523 GOOD             INDIV
 TR1030
 TR1030                          STATION DESCRIPTION
 TR1030
 TR1030'DESCRIBED BY US ENGINEERS 1954 (JCP)
 TR1030'ON THE RIDGE OF A JETTY WHICH PARALLELS THE WATERFRONT W OF THE
 TR1030'CITY OF EVERETT, ABOUT 1.5 MI. N OF SNOHOMISH RIVER GREEN LIGHT
 TR1030'NO. 5.  GOING N FROM THE HARBOR OF EVERETT, THE STATION IS AT THE
 TR1030'FIRST ANGLE OF THE JETTY AT THE POINT WHERE THE JETTY MAKES THE
 TR1030'FIRST TURN TO THE E.  MARKED BY A U.S. ENGINEER DEPARTMENT,
 TR1030'U.S. ARMY, TRIANGULATION DISK.  THE MARK IS INSCRIBED ENGINEER
 TR1030'DEPT. U.S. ARMY, SEATTLE OFFICE, SURVEY MARK.  IT IS STAMPED
 TR1030'A.  MARK IS CEMENTED FLUSH IN AN IRREGULAR MASS OF CONCRETE
 TR1030'POURED AMONG THE ROCKS WHICH FORM THE JETTY.
 TR1030'
 TR1030'REFERENCE MARK 1 IS A U.S.C. AND G.S. STANDARD REFERENCE-MARK
 TR1030'DISK, CEMENTED IN A DRILL HOLE IN A BOULDER, AND STAMPED A 1 1954
 TR1030'
 TR1030'REFERENCE MARK 2 IS A U.S.C. AND G.S. STANDARD REFERENCE-MARK
 TR1030'DISK, CEMENTED IN A DRILL HOLE IN A BOULDER, AND STAMPED A 2 1954
 TR1030'
 TR1030'THE TWO REFERENCE MARKS ARE ALMOST ON LINE FROM THE STATION.
 TR1030
 TR1030                          STATION RECOVERY (1960)
 TR1030
 TR1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1030'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1030'CONDITION AS DESCRIBED BY J.C.P. IN 1954.  THE DISTANCE AND
 TR1030'DIRECTION TO THE REFERENCE MARKS WERE RE-MEASURED.
 TR1030
 TR1030                          STATION RECOVERY (1961)
 TR1030
 TR1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1030'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY L.G.T.
 TR1030'IN 1960.
 TR1030
 TR1030                          STATION RECOVERY (1967)
 TR1030
 TR1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NET)
 TR1030'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR1030'REFERENCE MARKS WERE NOT SEARCHED FOR BUT ARE PROBABLY STILL IN
 TR1030'PLACE.
 TR1030
 TR1030                          STATION RECOVERY (1971)
 TR1030
 TR1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 TR1030'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION AS
 TR1030'DESCRIBED IN 1954.  THE DISK PORTION OF REFERENCE MARK 2 HAS BEEN
 TR1030'REMOVED BY VANDALS AND ONLY THE SHANK REMAINS IMBEDDED IN THE DRILL
 TR1030'HOLE IN THE BOULDER.  THE STATION WAS REACHED BY BOAT.
 TR1030'
 TR1030'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT EVERETT.
 TR1030
 TR1030                          STATION RECOVERY (2004)
 TR1030
 TR1030'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JEE)
 TR1030'STATION AND REFERENCE MARK 1 FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0793 ***********************************************************************
 SX0793  DESIGNATION -  A 1
 SX0793  PID         -  SX0793
 SX0793  STATE/COUNTY-  WA/KING
 SX0793  USGS QUAD   -  NAGROM (1986)
 SX0793
 SX0793                         *CURRENT SURVEY CONTROL
 SX0793  ___________________________________________________________________
 SX0793* NAD 83(1986)-  47 12 23.     (N)    121 32 19.     (W)     SCALED    
 SX0793* NAVD 88     -       463.888  (meters)    1521.94   (feet)  ADJUSTED  
 SX0793  ___________________________________________________________________
 SX0793  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 SX0793  DYNAMIC HT  -         463.891 (meters)    1521.95  (feet)  COMP
 SX0793  MODELED GRAV-     980,606.1   (mgal)                       NAVD 88
 SX0793
 SX0793  VERT ORDER  -  FIRST     CLASS II
 SX0793
 SX0793.The horizontal coordinates were scaled from a topographic map and have
 SX0793.an estimated accuracy of +/- 6 seconds.
 SX0793
 SX0793.The orthometric height was determined by differential leveling
 SX0793.and adjusted by the National Geodetic Survey in June 1991..
 SX0793
 SX0793.The geoid height was determined by GEOID03.
 SX0793
 SX0793.The dynamic height is computed by dividing the NAVD 88
 SX0793.geopotential number by the normal gravity value computed on the
 SX0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0793.degrees latitude (g = 980.6199 gals.).
 SX0793
 SX0793.The modeled gravity was interpolated from observed gravity values.
 SX0793
 SX0793;                    North         East    Units  Estimated Accuracy
 SX0793;SPC WA N     -    23,190.      446,560.      MT  (+/- 180 meters Scaled)
 SX0793
 SX0793                          SUPERSEDED SURVEY CONTROL
 SX0793
 SX0793  NGVD 29 (??/??/92)  462.736  (m)         1518.16   (f) ADJ UNCH    1 2
 SX0793
 SX0793.Superseded values are not recommended for survey control.
 SX0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0793.See file dsdata.txt to determine how the superseded data were derived.
 SX0793
 SX0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT106291(NAD 83)
 SX0793_MARKER: DB = BENCH MARK DISK
 SX0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0793_SP_SET: GRANITE POST
 SX0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0793
 SX0793  HISTORY     - Date     Condition        Report By
 SX0793  HISTORY     - UNK      MONUMENTED       CGS
 SX0793  HISTORY     - 1946     GOOD             NGS
 SX0793  HISTORY     - 1984     MARK NOT FOUND   USGS
 SX0793
 SX0793                          STATION DESCRIPTION
 SX0793
 SX0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SX0793'2.3 MI W FROM LESTER.
 SX0793'2.3 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SX0793'LESTER, KING COUNTY, AT HOT SPRINGS, 865 FEET NORTH ACROSS AN OPEN
 SX0793'FIELD FROM THE STATION SHELTER, NEAR THE SOUTH EDGE OF THE OLD KLOEBER
 SX0793'HOTEL SITE, AND 93 FEET NORTH AND 10 FEET EAST OF THE NORTHERNMOST
 SX0793'TREE IN THE WEST ROW OF TREES THAT FORMERLY LED FROM THE HOTEL TO THE
 SX0793'STATION.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM
 SX0793'IN THE TOP OF A GRANITE POST PROJECTING 0.6 FOOT ABOVE GROUND. NOTE--
 SX0793'IT WAS REPORTED IN JUNE 1946 THAT THIS MARK IS 120 FEET WEST OF THE
 SX0793'WEST END OF THE N.P.RY. SHELTER SHED AT HOT SPRINGS, AND 850 FEET
 SX0793'NORTH OF THE CENTERLINE OF THE MAIN TRACK.
 SX0793
 SX0793                          STATION RECOVERY (1984)
 SX0793
 SX0793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 SX0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0424 ***********************************************************************
 TR0424  DESIGNATION -  A 1
 TR0424  PID         -  TR0424
 TR0424  STATE/COUNTY-  WA/ISLAND
 TR0424  USGS QUAD   -  OAK HARBOR (1973)
 TR0424
 TR0424                         *CURRENT SURVEY CONTROL
 TR0424  ___________________________________________________________________
 TR0424* NAD 83(1991)-  48 18 30.78155(N)    122 37 48.07443(W)     ADJUSTED  
 TR0424* NAVD 88     -        37.971  (meters)     124.58   (feet)  ADJUSTED  
 TR0424  ___________________________________________________________________
 TR0424  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 TR0424  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 TR0424  DYNAMIC HT  -          37.980 (meters)     124.61  (feet)  COMP
 TR0424  MODELED GRAV-     980,848.5   (mgal)                       NAVD 88
 TR0424
 TR0424  HORZ ORDER  -  THIRD
 TR0424  VERT ORDER  -  FIRST     CLASS II
 TR0424
 TR0424.This mark is at Oak Harbor Air Park  (76S)
 TR0424
 TR0424.The horizontal coordinates were established by classical geodetic methods
 TR0424.and adjusted by the National Geodetic Survey in December 1991..
 TR0424
 TR0424.The orthometric height was determined by differential leveling
 TR0424.and adjusted by the National Geodetic Survey in June 1991..
 TR0424
 TR0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0424
 TR0424.The geoid height was determined by GEOID03.
 TR0424
 TR0424.The dynamic height is computed by dividing the NAVD 88
 TR0424.geopotential number by the normal gravity value computed on the
 TR0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0424.degrees latitude (g = 980.6199 gals.).
 TR0424
 TR0424.The modeled gravity was interpolated from observed gravity values.
 TR0424
 TR0424;                    North         East     Units Scale Factor Converg.
 TR0424;SPC WA N     -   147,044.431   366,742.091   MT  0.99994778   -1 20 15.6
 TR0424;SPC WA N     -   482,428.27  1,203,219.68   sFT  0.99994778   -1 20 15.6
 TR0424;UTM  10      - 5,350,661.391   527,433.801   MT  0.99960925   +0 16 34.6
 TR0424
 TR0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0424!SPC WA N     -   0.99999755  x   0.99994778  =   0.99994533
 TR0424!UTM  10      -   0.99999755  x   0.99960925  =   0.99960680
 TR0424
 TR0424|---------------------------------------------------------------------|
 TR0424| PID    Reference Object                     Distance      Geod. Az  |
 TR0424|                                                           dddmmss.s |
 TR0424| TR1386 A 1 TP 1952                          12.661 METERS 15522     |
 TR0424| TR0423 A 2                                 APPROX. 0.7 KM 3571126.0 |
 TR0424|---------------------------------------------------------------------|
 TR0424
 TR0424                          SUPERSEDED SURVEY CONTROL
 TR0424
 TR0424  NAD 83(1986)-  48 18 30.78473(N)    122 37 48.07951(W) AD(       ) 3
 TR0424  NAD 27      -  48 18 31.42700(N)    122 37 43.46700(W) AD(       ) 3
 TR0424  NGVD 29 (??/??/92)   36.826  (m)          120.82   (f) ADJ UNCH    1 2
 TR0424
 TR0424.Superseded values are not recommended for survey control.
 TR0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0424.See file dsdata.txt to determine how the superseded data were derived.
 TR0424
 TR0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2743450661(NAD 83)
 TR0424_MARKER: DB = BENCH MARK DISK
 TR0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0424_STAMPING: A 1 1952
 TR0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0424
 TR0424  HISTORY     - Date     Condition        Report By
 TR0424  HISTORY     - 1952     MONUMENTED       CGS
 TR0424  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0424  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TR0424  HISTORY     - 1973     GOOD             USGS
 TR0424  HISTORY     - 1979     GOOD             NGS
 TR0424  HISTORY     - 1979     GOOD             NGS
 TR0424  HISTORY     - 1988     GOOD             USPSQD
 TR0424  HISTORY     - 1989     GOOD             USPSQD
 TR0424
 TR0424                          STATION DESCRIPTION
 TR0424
 TR0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0424'STATION IS N. AND W. OF INTERSECTION OF TORPEDO RD. AND ROAD
 TR0424'RUNNING E. - W. ALONG N. BOUNDARY OF WHIDBEY ISLAND NAS SEAPLANE
 TR0424'BASE, NEAR GATE KNOWN AS TORPEDO GATE.
 TR0424'
 TR0424'THE MARK IS A STANDARD BRONZE DISK STAMPED A-1, 1952, SET IN
 TR0424'CONCRETE MONUMENT, PROJECTING 4 IN., AND IS 107.5 FT. N.W. OF
 TR0424'CENTER OF GATE AT CENTERLINE OF TORPEDO ROAD, 75.0 FT. N. W. OF
 TR0424'CENTER OF INTERSECTION OF TORPEDO ROAD AND ROAD RUNNING E. - W.,
 TR0424'63.3 FT. S. E. OF S. E. CORNER OF WHITE HOUSE AND 35.0 FT. W. OF
 TR0424'CENTERLINE OF TORPEDO ROAD.
 TR0424
 TR0424                          STATION RECOVERY (1960)
 TR0424
 TR0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0424'STATION RECOVERED.  ON WHIDBEY ISLAND IN THE NORTHERN PART OF THE
 TR0424'TOWN OF OAK HARBOR ALONG THE NORTH BOUNDARY OF OAK HARBOR SEAPLANE
 TR0424'NAVAL RESERVATION.  IT IS ABOUT 19 METERS NORTHWEST OF THE
 TR0424'INTERSECTION OF CRESCENT HARBOR ROAD AND TORPEDO ROAD, ABOUT 6
 TR0424'METERS WEST OF CENTERLINE OF TORPEDO ROAD AND ABOUT 16.5 METERS
 TR0424'NORTH OF CENTERLINE OF CRESCENT HARBOR ROAD.  THIS RECOVERY WAS
 TR0424'DESCRIBED AND DISTANCES WERE SCALED FROM 1960 COMPILATION OF
 TR0424'MANUSCRIPT T-11595.
 TR0424
 TR0424                          STATION RECOVERY (1973)
 TR0424
 TR0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TR0424'THE MARK WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW
 TR0424'DESCRIPTION FOLLOWS--
 TR0424'
 TR0424'THE STATION IS ON WHIDBEY ISLAND, 1.35 MILES NORTH OF OAK HARBOR,
 TR0424'AT THE INTERSECTION OF TORPEDO ROAD AND CRESCENT HARBOR ROAD,
 TR0424'107.5 FEET NORTHWEST OF THE GUARD GATE INTO THE WHIDBEY ISLAND
 TR0424'NAS SEAPLANE BASE AND IN THE NORTHWEST QUARTER OF SECTION 36, T 33
 TR0424'N, R 1 E.
 TR0424'
 TR0424'TO REACH FROM THE POST OFFICE IN OAK HARBOR, GO EAST ON PIONEER
 TR0424'WAY FOR 0.8 MILE TO 70 NE STREET.  TURN LEFT AND GO NORTH FOR 1.35
 TR0424'MILES TO THE INTERSECTION OF AUVIL ROAD AND CRESCENT HARBOR ROAD,
 TR0424'TURN RIGHT AND GO EAST 0.05 MILE TO THE GUARD GATE ON THE RIGHT
 TR0424'AND THE MARK ON THE LEFT, 63.5 FEET NORTH OF THE CENTER OF
 TR0424'CRESCENT HARBOR ROAD, 35 FEET WEST OF THE CENTER OF TORPEDO
 TR0424'ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD AND 1 FOOT EAST OF A
 TR0424'METAL WITNESS POST.  THE MARK IS A USC AND GS TRAVERSE
 TR0424'STATION DISK, STAMPED A 1 1952, SET IN A 10-INCH SQUARE
 TR0424'CONCRETE POST WHICH PROJECTS 1 INCH.
 TR0424'
 TR0424'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR0424'1.35 MILE NORTH OF OAK HARBOR.
 TR0424
 TR0424                          STATION RECOVERY (1973)
 TR0424
 TR0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0424'2.2 MI NE FROM OAK HARBOR.
 TR0424'0.8 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR.
 TR0424'THENCE 1.3 MILES N. ALONG 70 N.E. STREET.  THENCE 0.1 MILE EAST ON
 TR0424'CRESCENT HARBOR ROAD.  AT THE INTERSECTION WITH TORPEDO ROAD.
 TR0424
 TR0424                          STATION RECOVERY (1979)
 TR0424
 TR0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR0424'THE MARK WAS RECOVERED AS DESCRIBED.
 TR0424
 TR0424                          STATION RECOVERY (1979)
 TR0424
 TR0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TR0424'RECOVERED IN GOOD CONDITION.
 TR0424
 TR0424                          STATION RECOVERY (1988)
 TR0424
 TR0424'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR0424'RECOVERED IN GOOD CONDITION.
 TR0424
 TR0424                          STATION RECOVERY (1989)
 TR0424
 TR0424'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJS)
 TR0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1057 ***********************************************************************
 TR1057  DESIGNATION -  A 1
 TR1057  PID         -  TR1057
 TR1057  STATE/COUNTY-  WA/SNOHOMISH
 TR1057  USGS QUAD   -  MARYSVILLE (1956)
 TR1057
 TR1057                         *CURRENT SURVEY CONTROL
 TR1057  ___________________________________________________________________
 TR1057* NAD 83(1991)-  48 01 03.29782(N)    122 13 16.75019(W)     ADJUSTED  
 TR1057* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1057  ___________________________________________________________________
 TR1057  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 TR1057  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 TR1057
 TR1057  HORZ ORDER  -  THIRD
 TR1057
 TR1057.The horizontal coordinates were established by classical geodetic methods
 TR1057.and adjusted by the National Geodetic Survey in December 1991..
 TR1057
 TR1057.The orthometric height was scaled from a topographic map.
 TR1057
 TR1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1057
 TR1057.The geoid height was determined by GEOID03.
 TR1057
 TR1057;                    North         East     Units Scale Factor Converg.
 TR1057;SPC WA N     -   114,070.577   396,467.677   MT  0.99994378   -1 02 00.2
 TR1057;SPC WA N     -   374,246.55  1,300,744.37   sFT  0.99994378   -1 02 00.2
 TR1057;UTM  10      - 5,318,547.790   558,066.138   MT  0.99964143   +0 34 43.9
 TR1057
 TR1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1057!SPC WA N     -   1.00000332  x   0.99994378  =   0.99994710
 TR1057!UTM  10      -   1.00000332  x   0.99964143  =   0.99964475
 TR1057
 TR1057                          SUPERSEDED SURVEY CONTROL
 TR1057
 TR1057  NAD 83(1986)-  48 01 03.29502(N)    122 13 16.74935(W) AD(       ) 3
 TR1057  NAD 27      -  48 01 03.95700(N)    122 13 12.25200(W) AD(       ) 3
 TR1057
 TR1057.Superseded values are not recommended for survey control.
 TR1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1057.See file dsdata.txt to determine how the superseded data were derived.
 TR1057
 TR1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5806618548(NAD 83)
 TR1057_MARKER: Z = SEE DESCRIPTION
 TR1057_SETTING: 0 = UNSPECIFIED SETTING
 TR1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1057
 TR1057  HISTORY     - Date     Condition        Report By
 TR1057  HISTORY     - 1954     MONUMENTED       USE
 TR1057  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1057
 TR1057                          STATION DESCRIPTION
 TR1057
 TR1057'DESCRIBED BY US ENGINEERS 1954 (JCP)
 TR1057'ON THE JETTY WHICH PARALLELS THE WATERFRONT ON THE W SIDE OF THE
 TR1057'CITY OF EVERETT, ABOUT 1.8 MI. N OF SNOHOMISH RIVER GREEN LIGHT
 TR1057'NO. 5.  GOING N FROM THE HARBOR OF EVERETT, THE STATION IS AT THE
 TR1057'SECOND ANGLE OF THE JETTY WHERE THE JETTY MAKES THE SECOND TURN
 TR1057'TO THE E.  STATION IS ON THE E FACE OF THE JETTY ON LOW GROUND
 TR1057'WHICH COVERS AT HIGH TIDE.  MARKED BY AN ENGINEERING DEPARTMENT,
 TR1057'U.S. ARMY, TRIANGULATION DISK.  THE MARK IS INSCRIBED
 TR1057'ENGINEERING DEPT., U.S. ARMY, SEATTLE OFFICE, SURVEY MARK.  IT
 TR1057'IS STAMPED A-1.  MARK IS CEMENTED FLUSH IN AN IRREGULAR MASS
 TR1057'OF CONCRETE POURED AMONG THE ROCKS WHICH FORM THE JETTY.
 TR1057'
 TR1057'NO REFERENCE MARKS WERE INSTALLED.
 TR1057'
 TR1057'LOCATED BY THEODOLITE DIRECTIONS FROM THREE TRIANGULATION STATIONS.
 TR1057'
 TR1057'THIS IS AN INTERSECTION STATION.
 TR1057
 TR1057                          STATION RECOVERY (1961)
 TR1057
 TR1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1057'THE STATION WAS RECOVERED AS DESCRIBED BY L. G. T. IN 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0116 ***********************************************************************
 TS0116  DESIGNATION -  A 10 USE
 TS0116  PID         -  TS0116
 TS0116  STATE/COUNTY-  WA/CLALLAM
 TS0116  USGS QUAD   -  SEKIU RIVER (1984)
 TS0116
 TS0116                         *CURRENT SURVEY CONTROL
 TS0116  ___________________________________________________________________
 TS0116* NAD 83(1986)-  48 17 13.     (N)    124 23 43.     (W)     SCALED    
 TS0116* NAVD 88     -         4.075  (meters)      13.37   (feet)  ADJUSTED  
 TS0116  ___________________________________________________________________
 TS0116  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 TS0116  DYNAMIC HT  -           4.077 (meters)      13.38  (feet)  COMP
 TS0116  MODELED GRAV-     980,891.8   (mgal)                       NAVD 88
 TS0116
 TS0116  VERT ORDER  -  FIRST     CLASS II
 TS0116
 TS0116.The horizontal coordinates were scaled from a topographic map and have
 TS0116.an estimated accuracy of +/- 6 seconds.
 TS0116
 TS0116.The orthometric height was determined by differential leveling
 TS0116.and adjusted by the National Geodetic Survey in June 1991..
 TS0116
 TS0116.The geoid height was determined by GEOID03.
 TS0116
 TS0116.The dynamic height is computed by dividing the NAVD 88
 TS0116.geopotential number by the normal gravity value computed on the
 TS0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0116.degrees latitude (g = 980.6199 gals.).
 TS0116
 TS0116.The modeled gravity was interpolated from observed gravity values.
 TS0116
 TS0116;                    North         East    Units  Estimated Accuracy
 TS0116;SPC WA N     -   149,200.      235,770.      MT  (+/- 180 meters Scaled)
 TS0116
 TS0116                          SUPERSEDED SURVEY CONTROL
 TS0116
 TS0116  NGVD 29 (??/??/92)    2.945  (m)            9.66   (f) ADJ UNCH    1 2
 TS0116
 TS0116.Superseded values are not recommended for survey control.
 TS0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0116.See file dsdata.txt to determine how the superseded data were derived.
 TS0116
 TS0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU964491(NAD 83)
 TS0116_MARKER: DD = SURVEY DISK
 TS0116_SETTING: 0 = UNSPECIFIED SETTING
 TS0116_STAMPING: EL 10 USEPBM
 TS0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0116
 TS0116  HISTORY     - Date     Condition        Report By
 TS0116  HISTORY     - UNK      MONUMENTED       DOD
 TS0116  HISTORY     - 1965     MARK NOT FOUND   NGS
 TS0116  HISTORY     - 1974     MARK NOT FOUND   NGS
 TS0116
 TS0116                          STATION DESCRIPTION
 TS0116
 TS0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TS0116'5.15 MI W FROM SEKIU.
 TS0116'LOCATED ALONG NEAH BAY COUNTY ROAD FROM THE INTERSECTION WHERE THE
 TS0116'SEKIU MAIN THOROUGHFARE JOINS THE NEAH BAY COUNTY ROAD 40 FEET NORTH
 TS0116'AND 40 FEET EAST OF THE NORTHWEST CORNER OF THE SEKIU RIVER BRIDGE,
 TS0116'AND 350 FEET WEST OF THE WEST BANK OF THE RIVER.  A USBM WITNESS POST
 TS0116'IS NEAR THE MARK.  NOTE-- SAND AND DEBRIS COVER THE DESCRIBED AREA.
 TS0116
 TS0116                          STATION RECOVERY (1974)
 TS0116
 TS0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TS0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0123 ***********************************************************************
 TS0123  DESIGNATION -  A 11 USE
 TS0123  PID         -  TS0123
 TS0123  STATE/COUNTY-  WA/CLALLAM
 TS0123  USGS QUAD   -  SEKIU RIVER (1984)
 TS0123
 TS0123                         *CURRENT SURVEY CONTROL
 TS0123  ___________________________________________________________________
 TS0123* NAD 83(1986)-  48 18 32.     (N)    124 26 36.     (W)     SCALED    
 TS0123* NAVD 88     -         7.575  (meters)      24.85   (feet)  ADJUSTED  
 TS0123  ___________________________________________________________________
 TS0123  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 TS0123  DYNAMIC HT  -           7.577 (meters)      24.86  (feet)  COMP
 TS0123  MODELED GRAV-     980,896.8   (mgal)                       NAVD 88
 TS0123
 TS0123  VERT ORDER  -  FIRST     CLASS II
 TS0123
 TS0123.The horizontal coordinates were scaled from a topographic map and have
 TS0123.an estimated accuracy of +/- 6 seconds.
 TS0123
 TS0123.The orthometric height was determined by differential leveling
 TS0123.and adjusted by the National Geodetic Survey in June 1991..
 TS0123
 TS0123.The geoid height was determined by GEOID03.
 TS0123
 TS0123.The dynamic height is computed by dividing the NAVD 88
 TS0123.geopotential number by the normal gravity value computed on the
 TS0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0123.degrees latitude (g = 980.6199 gals.).
 TS0123
 TS0123.The modeled gravity was interpolated from observed gravity values.
 TS0123
 TS0123;                    North         East    Units  Estimated Accuracy
 TS0123;SPC WA N     -   151,810.      232,330.      MT  (+/- 180 meters Scaled)
 TS0123
 TS0123                          SUPERSEDED SURVEY CONTROL
 TS0123
 TS0123  NGVD 29 (??/??/92)    6.443  (m)           21.14   (f) ADJ UNCH    1 2
 TS0123
 TS0123.Superseded values are not recommended for survey control.
 TS0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0123.See file dsdata.txt to determine how the superseded data were derived.
 TS0123
 TS0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU929516(NAD 83)
 TS0123_MARKER: DD = SURVEY DISK
 TS0123_SETTING: 0 = UNSPECIFIED SETTING
 TS0123_STAMPING: A 11 USEPBM EL 21
 TS0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0123
 TS0123  HISTORY     - Date     Condition        Report By
 TS0123  HISTORY     - UNK      MONUMENTED       DOD
 TS0123  HISTORY     - 1942     GOOD             NGS
 TS0123  HISTORY     - 1974     MARK NOT FOUND   NGS
 TS0123
 TS0123                          STATION DESCRIPTION
 TS0123
 TS0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TS0123'8.1 MI W FROM SEKIU.
 TS0123'LOCATED ALONG NEAH BAY COUNTY ROAD FROM KEMPERS STORE, 0.05 OF A MILE
 TS0123'WEST FROM JACKS SERVICE STATION, 34 FEET SOUTHWEST OF A FOOT PATH, AND
 TS0123'MIDWAY BETWEEN TWO UNPAINTED SHACKS, ABOUT 145 FEET SOUTH OF TELEPHONE
 TS0123'POLE NO. 2034, AND 79 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD. A
 TS0123'USBM WITNESS POST IS NEAR THE MARK.
 TS0123
 TS0123                          STATION RECOVERY (1974)
 TS0123
 TS0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TS0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0266 ***********************************************************************
 SC0266  DESIGNATION -  A 12
 SC0266  PID         -  SC0266
 SC0266  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0266  USGS QUAD   -  MALONE (1993)
 SC0266
 SC0266                         *CURRENT SURVEY CONTROL
 SC0266  ___________________________________________________________________
 SC0266* NAD 83(1986)-  46 57 38.     (N)    123 19 51.     (W)     SCALED    
 SC0266* NAVD 88     -        17.030  (meters)      55.87   (feet)  POSTED    
 SC0266  ___________________________________________________________________
 SC0266  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 SC0266  DYNAMIC HT  -          17.030 (meters)      55.87  (feet)  COMP
 SC0266  MODELED GRAV-     980,804.2   (mgal)                       NAVD 88
 SC0266
 SC0266  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SC0266
 SC0266.The horizontal coordinates were scaled from a topographic map and have
 SC0266.an estimated accuracy of +/- 6 seconds.
 SC0266
 SC0266.The orthometric height was determined by differential leveling
 SC0266.and adjusted by the National Geodetic Survey in 1992..
 SC0266.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SC0266.rate of 0.0 thru 1.0 mm/km.
 SC0266
 SC0266.The geoid height was determined by GEOID03.
 SC0266
 SC0266.The dynamic height is computed by dividing the NAVD 88
 SC0266.geopotential number by the normal gravity value computed on the
 SC0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0266.degrees latitude (g = 980.6199 gals.).
 SC0266
 SC0266.The modeled gravity was interpolated from observed gravity values.
 SC0266
 SC0266;                    North         East    Units  Estimated Accuracy
 SC0266;SPC WA S     -   184,730.      284,600.      MT  (+/- 180 meters Scaled)
 SC0266
 SC0266                          SUPERSEDED SURVEY CONTROL
 SC0266
 SC0266  NGVD 29 (??/??/??)   15.96   (m)           52.4    (f) RESET       3  
 SC0266
 SC0266.Superseded values are not recommended for survey control.
 SC0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0266.See file dsdata.txt to determine how the superseded data were derived.
 SC0266
 SC0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT748008(NAD 83)
 SC0266_MARKER: DB = BENCH MARK DISK
 SC0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0266_SP_SET: CULVERT
 SC0266_STAMPING: ELEV 52.057 FT A 12 1920
 SC0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0266
 SC0266  HISTORY     - Date     Condition        Report By
 SC0266  HISTORY     - 1920     MONUMENTED       CGS
 SC0266  HISTORY     - 1961     GOOD             NGS
 SC0266  HISTORY     - 1988     GOOD             USPSQD
 SC0266  HISTORY     - 1989     GOOD             USPSQD
 SC0266
 SC0266                          STATION DESCRIPTION
 SC0266
 SC0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 SC0266'0.1 MI NW FROM MALONE.
 SC0266'0.1 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SC0266'AT MALONE, GRAYS HARBOR COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF
 SC0266'THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL, 21 FEET SOUTHWEST OF THE
 SC0266'CENTER LINE OF THE MAIN TRACK, AND ABOUT 6 FEET LOWER THAN THE TRACK.
 SC0266'A STANDARD DISK, STAMPED ELEV 52.057 FT A 12 1920.
 SC0266
 SC0266                          STATION RECOVERY (1961)
 SC0266
 SC0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SC0266'RECOVERED IN GOOD CONDITION.
 SC0266
 SC0266                          STATION RECOVERY (1988)
 SC0266
 SC0266'RECOVERY NOTE BY US POWER SQUADRON 1988 (DJM)
 SC0266'RECOVERED IN GOOD CONDITION.
 SC0266
 SC0266                          STATION RECOVERY (1989)
 SC0266
 SC0266'RECOVERY NOTE BY US POWER SQUADRON 1989 (DJM)
 SC0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0130 ***********************************************************************
 TS0130  DESIGNATION -  A 12 USE
 TS0130  PID         -  TS0130
 TS0130  STATE/COUNTY-  WA/CLALLAM
 TS0130  USGS QUAD   -  SEKIU RIVER (1984)
 TS0130
 TS0130                         *CURRENT SURVEY CONTROL
 TS0130  ___________________________________________________________________
 TS0130* NAD 83(1986)-  48 19 53.     (N)    124 29 26.     (W)     SCALED    
 TS0130* NAVD 88     -         5.361  (meters)      17.59   (feet)  ADJUSTED  
 TS0130  ___________________________________________________________________
 TS0130  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 TS0130  DYNAMIC HT  -           5.363 (meters)      17.60  (feet)  COMP
 TS0130  MODELED GRAV-     980,899.3   (mgal)                       NAVD 88
 TS0130
 TS0130  VERT ORDER  -  FIRST     CLASS II
 TS0130
 TS0130.The horizontal coordinates were scaled from a topographic map and have
 TS0130.an estimated accuracy of +/- 6 seconds.
 TS0130
 TS0130.The orthometric height was determined by differential leveling
 TS0130.and adjusted by the National Geodetic Survey in June 1991..
 TS0130
 TS0130.The geoid height was determined by GEOID03.
 TS0130
 TS0130.The dynamic height is computed by dividing the NAVD 88
 TS0130.geopotential number by the normal gravity value computed on the
 TS0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0130.degrees latitude (g = 980.6199 gals.).
 TS0130
 TS0130.The modeled gravity was interpolated from observed gravity values.
 TS0130
 TS0130;                    North         East    Units  Estimated Accuracy
 TS0130;SPC WA N     -   154,470.      228,950.      MT  (+/- 180 meters Scaled)
 TS0130
 TS0130                          SUPERSEDED SURVEY CONTROL
 TS0130
 TS0130  NGVD 29 (??/??/92)    4.227  (m)           13.87   (f) ADJ UNCH    1 2
 TS0130
 TS0130.Superseded values are not recommended for survey control.
 TS0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0130.See file dsdata.txt to determine how the superseded data were derived.
 TS0130
 TS0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU895542(NAD 83)
 TS0130_MARKER: DD = SURVEY DISK
 TS0130_SETTING: 0 = UNSPECIFIED SETTING
 TS0130_STAMPING: EL 14 USEPBM
 TS0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0130
 TS0130  HISTORY     - Date     Condition        Report By
 TS0130  HISTORY     - UNK      MONUMENTED       DOD
 TS0130  HISTORY     - 1956     MARK NOT FOUND   NGS
 TS0130  HISTORY     - 1974     MARK NOT FOUND   NGS
 TS0130
 TS0130                          STATION DESCRIPTION
 TS0130
 TS0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TS0130'7.77 MI E FROM NEAH BAY.
 TS0130'LOCATED ALONG NEAH BAY COUNTY ROAD FROM WASHBURNS STORE, 125 FEET
 TS0130'NORTHEAST OF THE EAST END OF THE RASMUSSAN CREEK BRIDGE, 40 FEET NORTH
 TS0130'OF THE CENTERLINE OF THE ROAD.  A USBM WITNESS POST IS NEAR THE MARK.
 TS0130'NOTE-- THE DRIFTWOOD AND SAND COVER DESCRIBED AREA.
 TS0130
 TS0130                          STATION RECOVERY (1974)
 TS0130
 TS0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TS0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0833 ***********************************************************************
 SV0833  DESIGNATION -  A 120
 SV0833  PID         -  SV0833
 SV0833  STATE/COUNTY-  WA/WHITMAN
 SV0833  USGS QUAD   -  TEKOA (1964)
 SV0833
 SV0833                         *CURRENT SURVEY CONTROL
 SV0833  ___________________________________________________________________
 SV0833* NAD 83(1986)-  47 13 46.     (N)    117 03 26.     (W)     SCALED    
 SV0833* NAVD 88     -       762.629  (meters)    2502.06   (feet)  ADJUSTED  
 SV0833  ___________________________________________________________________
 SV0833  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 SV0833  DYNAMIC HT  -         762.616 (meters)    2502.02  (feet)  COMP
 SV0833  MODELED GRAV-     980,570.5   (mgal)                       NAVD 88
 SV0833
 SV0833  VERT ORDER  -  SECOND    CLASS 0
 SV0833
 SV0833.The horizontal coordinates were scaled from a topographic map and have
 SV0833.an estimated accuracy of +/- 6 seconds.
 SV0833
 SV0833.The orthometric height was determined by differential leveling
 SV0833.and adjusted by the National Geodetic Survey in June 1991..
 SV0833
 SV0833.The geoid height was determined by GEOID03.
 SV0833
 SV0833.The dynamic height is computed by dividing the NAVD 88
 SV0833.geopotential number by the normal gravity value computed on the
 SV0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0833.degrees latitude (g = 980.6199 gals.).
 SV0833
 SV0833.The modeled gravity was interpolated from observed gravity values.
 SV0833
 SV0833;                    North         East    Units  Estimated Accuracy
 SV0833;SPC WA S     -   216,450.      760,630.      MT  (+/- 180 meters Scaled)
 SV0833
 SV0833                          SUPERSEDED SURVEY CONTROL
 SV0833
 SV0833  NGVD 29 (??/??/92)  761.466  (m)         2498.24   (f) ADJ UNCH    2 0
 SV0833
 SV0833.Superseded values are not recommended for survey control.
 SV0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0833.See file dsdata.txt to determine how the superseded data were derived.
 SV0833
 SV0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN956306(NAD 83)
 SV0833_MARKER: DB = BENCH MARK DISK
 SV0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0833_STAMPING: A-120 1935
 SV0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0833+STABILITY: SURFACE MOTION
 SV0833
 SV0833  HISTORY     - Date     Condition        Report By
 SV0833  HISTORY     - 1935     MONUMENTED       CGS
 SV0833  HISTORY     - 1962     MARK NOT FOUND   USGS
 SV0833  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0833
 SV0833                          STATION DESCRIPTION
 SV0833
 SV0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0833'1.1 MI NE FROM TEKOA.
 SV0833'1.1 MILE NORTHEAST OF, ALONG OREGON AND WASHINGTON R.R. FROM STATION.
 SV0833'ABOUT 850 FEET EAST OF PLUMMER-TEKOA DIRT ROAD.  ABOUT 330 FEET SOUTH
 SV0833'OF SOUTH END OF RAILROAD CUT.  78 FEET NORTH OF SWITCH STAND. 45.5
 SV0833'FEET EAST OF CENTERLINE OF OREGON AND WASHINGTON RAILROAD.  4 FEET
 SV0833'WEST OF R/W FENCE.  3 FEET SOUTH OF MILE POST 1.  TABLET SET IN
 SV0833'PRECAST CONCRETE POST.
 SV0833
 SV0833                          STATION RECOVERY (1962)
 SV0833
 SV0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 SV0833'MARK NOT FOUND.
 SV0833
 SV0833                          STATION RECOVERY (1980)
 SV0833
 SV0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0833'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0137 ***********************************************************************
 TS0137  DESIGNATION -  A 13 USE
 TS0137  PID         -  TS0137
 TS0137  STATE/COUNTY-  WA/CLALLAM
 TS0137  USGS QUAD   -  NEAH BAY (1984)
 TS0137
 TS0137                         *CURRENT SURVEY CONTROL
 TS0137  ___________________________________________________________________
 TS0137* NAD 83(1986)-  48 20 53.     (N)    124 31 52.     (W)     SCALED    
 TS0137* NAVD 88     -         6.039  (meters)      19.81   (feet)  ADJUSTED  
 TS0137  ___________________________________________________________________
 TS0137  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 TS0137  DYNAMIC HT  -           6.041 (meters)      19.82  (feet)  COMP
 TS0137  MODELED GRAV-     980,907.5   (mgal)                       NAVD 88
 TS0137
 TS0137  VERT ORDER  -  FIRST     CLASS I
 TS0137
 TS0137.The horizontal coordinates were scaled from a topographic map and have
 TS0137.an estimated accuracy of +/- 6 seconds.
 TS0137
 TS0137.The orthometric height was determined by differential leveling
 TS0137.and adjusted by the National Geodetic Survey in June 1991..
 TS0137.WARNING-Repeat measurements at this control monument indicate possible
 TS0137.vertical movement.
 TS0137
 TS0137.The geoid height was determined by GEOID03.
 TS0137
 TS0137.The dynamic height is computed by dividing the NAVD 88
 TS0137.geopotential number by the normal gravity value computed on the
 TS0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0137.degrees latitude (g = 980.6199 gals.).
 TS0137
 TS0137.The modeled gravity was interpolated from observed gravity values.
 TS0137
 TS0137;                    North         East    Units  Estimated Accuracy
 TS0137;SPC WA N     -   156,470.      226,030.      MT  (+/- 180 meters Scaled)
 TS0137
 TS0137                          SUPERSEDED SURVEY CONTROL
 TS0137
 TS0137  NGVD 29 (??/??/92)    4.904  (m)           16.09   (f) ADJ UNCH    1 1
 TS0137
 TS0137.Superseded values are not recommended for survey control.
 TS0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0137.See file dsdata.txt to determine how the superseded data were derived.
 TS0137
 TS0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU865561(NAD 83)
 TS0137_MARKER: DD = SURVEY DISK
 TS0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TS0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TS0137_STAMPING: A 13 EL 16 USEPBM
 TS0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0137+STABILITY: SURFACE MOTION
 TS0137
 TS0137  HISTORY     - Date     Condition        Report By
 TS0137  HISTORY     - UNK      MONUMENTED       DOD
 TS0137  HISTORY     - 1974     GOOD             NGS
 TS0137
 TS0137                          STATION DESCRIPTION
 TS0137
 TS0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0137'5.0 MI SE FROM NEAH BAY.
 TS0137'ABOUT 5.0 MILES SOUTHEAST ALONG BAYVIEW AVENUE AND STATE HIGHWAY 112
 TS0137'FROM THE POST OFFICE AT NEAH BAY, AT THE HIGHWAY BRIDGE ACROSS BULLMAN
 TS0137'CREEK, 58 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 62.7 FEET
 TS0137'NORTHEAST OF THE NORTHEAST CORNER OF THE HIGHWAY BRIDGE, 33 1/2 FEET
 TS0137'EAST OF THE CENTER LINE OF A GRAVELED DRIVE LEADING NORTH, 21.0 FEET
 TS0137'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 77 1/2 FEET
 TS0137'WEST OF A TELEPHONE POLE WITH GUY WIRE, 1.0 FOOT WEST OF A METAL
 TS0137'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 TS0137'THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND. 1/4,
 TS0137'SEC 20, T33N, R14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0142 ***********************************************************************
 TS0142  DESIGNATION -  A 14 USE
 TS0142  PID         -  TS0142
 TS0142  STATE/COUNTY-  WA/CLALLAM
 TS0142  USGS QUAD   -  NEAH BAY (1984)
 TS0142
 TS0142                         *CURRENT SURVEY CONTROL
 TS0142  ___________________________________________________________________
 TS0142* NAD 83(1986)-  48 21 29.     (N)    124 33 40.     (W)     SCALED    
 TS0142* NAVD 88     -         7.735  (meters)      25.38   (feet)  ADJUSTED  
 TS0142  ___________________________________________________________________
 TS0142  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 TS0142  DYNAMIC HT  -           7.738 (meters)      25.39  (feet)  COMP
 TS0142  MODELED GRAV-     980,900.7   (mgal)                       NAVD 88
 TS0142
 TS0142  VERT ORDER  -  FIRST     CLASS II
 TS0142
 TS0142.The horizontal coordinates were scaled from a topographic map and have
 TS0142.an estimated accuracy of +/- 6 seconds.
 TS0142
 TS0142.The orthometric height was determined by differential leveling
 TS0142.and adjusted by the National Geodetic Survey in June 1991..
 TS0142
 TS0142.The geoid height was determined by GEOID03.
 TS0142
 TS0142.The dynamic height is computed by dividing the NAVD 88
 TS0142.geopotential number by the normal gravity value computed on the
 TS0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0142.degrees latitude (g = 980.6199 gals.).
 TS0142
 TS0142.The modeled gravity was interpolated from observed gravity values.
 TS0142
 TS0142;                    North         East    Units  Estimated Accuracy
 TS0142;SPC WA N     -   157,680.      223,870.      MT  (+/- 180 meters Scaled)
 TS0142
 TS0142                          SUPERSEDED SURVEY CONTROL
 TS0142
 TS0142  NGVD 29 (??/??/92)    6.600  (m)           21.65   (f) ADJ UNCH    1 2
 TS0142
 TS0142.Superseded values are not recommended for survey control.
 TS0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0142.See file dsdata.txt to determine how the superseded data were derived.
 TS0142
 TS0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU843572(NAD 83)
 TS0142_MARKER: DD = SURVEY DISK
 TS0142_SETTING: 0 = UNSPECIFIED SETTING
 TS0142_STAMPING: A 14 22 USEPBM
 TS0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0142
 TS0142  HISTORY     - Date     Condition        Report By
 TS0142  HISTORY     - UNK      MONUMENTED       DOD
 TS0142  HISTORY     - 1956     GOOD             NGS
 TS0142  HISTORY     - 1974     MARK NOT FOUND   NGS
 TS0142
 TS0142                          STATION DESCRIPTION
 TS0142
 TS0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TS0142'3.55 MI E FROM NEAH BAY.
 TS0142'LOCATED 3.05 MILES FROM WASHBURNS STORE, NEAH BAY ALONG STATE HIGHWAY
 TS0142'9A.  21 FEET NORTHWEST OF NORTHEAST CORNER OF THE NEW CONCRETE BRIDGE
 TS0142'OVER SAIL RIVER, AND 6 FEET BELOW THE BRIDGE LEVEL ON A SMALL KNOLL.
 TS0142'WITNESS POST IS NEAR THE MARK.  NOTE-- NEW BRIDGE CONSTRD. IN AREA.
 TS0142
 TS0142                          STATION RECOVERY (1974)
 TS0142
 TS0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TS0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0290 ***********************************************************************
 RZ0290  DESIGNATION -  A 143
 RZ0290  PID         -  RZ0290
 RZ0290  STATE/COUNTY-  WA/ASOTIN
 RZ0290  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0290
 RZ0290                         *CURRENT SURVEY CONTROL
 RZ0290  ___________________________________________________________________
 RZ0290* NAD 83(1986)-  46 04 48.     (N)    116 58 52.     (W)     SCALED    
 RZ0290* NAVD 88     -       252.948  (meters)     829.88   (feet)  ADJUSTED  
 RZ0290  ___________________________________________________________________
 RZ0290  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 RZ0290  DYNAMIC HT  -         252.904 (meters)     829.74  (feet)  COMP
 RZ0290  MODELED GRAV-     980,436.6   (mgal)                       NAVD 88
 RZ0290
 RZ0290  VERT ORDER  -  FIRST     CLASS II
 RZ0290
 RZ0290.The horizontal coordinates were scaled from a topographic map and have
 RZ0290.an estimated accuracy of +/- 6 seconds.
 RZ0290
 RZ0290.The orthometric height was determined by differential leveling
 RZ0290.and adjusted by the National Geodetic Survey in June 1991..
 RZ0290
 RZ0290.The geoid height was determined by GEOID03.
 RZ0290
 RZ0290.The dynamic height is computed by dividing the NAVD 88
 RZ0290.geopotential number by the normal gravity value computed on the
 RZ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0290.degrees latitude (g = 980.6199 gals.).
 RZ0290
 RZ0290.The modeled gravity was interpolated from observed gravity values.
 RZ0290
 RZ0290;                    North         East    Units  Estimated Accuracy
 RZ0290;SPC WA S     -    89,060.      772,090.      MT  (+/- 180 meters Scaled)
 RZ0290
 RZ0290                          SUPERSEDED SURVEY CONTROL
 RZ0290
 RZ0290  NGVD 29 (??/??/92)  251.874  (m)          826.36   (f) ADJ UNCH    1 2
 RZ0290
 RZ0290.Superseded values are not recommended for survey control.
 RZ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0290.See file dsdata.txt to determine how the superseded data were derived.
 RZ0290
 RZ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM014029(NAD 83)
 RZ0290_MARKER: DD = SURVEY DISK
 RZ0290_SETTING: 0 = UNSPECIFIED SETTING
 RZ0290_STAMPING: A 143 1941 826.7
 RZ0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0290
 RZ0290  HISTORY     - Date     Condition        Report By
 RZ0290  HISTORY     - 1941     MONUMENTED       DOD
 RZ0290  HISTORY     - 1946     GOOD             NGS
 RZ0290
 RZ0290                          STATION DESCRIPTION
 RZ0290
 RZ0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0290'IN ROGERSBURG.
 RZ0290'AT THE JUNCTION OF THE GRANDE RONDE AND SNAKE RIVERS AT ROGERSBURG,
 RZ0290'ABOUT 650.0 FEET WEST OF THE MOUTH OF THE GRANDE RONDE RIVER, 60.0
 RZ0290'FEET EAST OF THE OLD FERRY LANDING, ABOUT 36 FEET NORTH OF THE WATERS
 RZ0290'EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0615 ***********************************************************************
 TR0615  DESIGNATION -  A 15
 TR0615  PID         -  TR0615
 TR0615  STATE/COUNTY-  WA/JEFFERSON
 TR0615  USGS QUAD   -  PORT TOWNSEND SOUTH (1981)
 TR0615
 TR0615                         *CURRENT SURVEY CONTROL
 TR0615  ___________________________________________________________________
 TR0615* NAD 83(1986)-  48 00 04.     (N)    122 52 28.     (W)     SCALED    
 TR0615* NAVD 88     -         7.251  (meters)      23.79   (feet)  ADJUSTED  
 TR0615  ___________________________________________________________________
 TR0615  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TR0615  DYNAMIC HT  -           7.253 (meters)      23.80  (feet)  COMP
 TR0615  MODELED GRAV-     980,874.5   (mgal)                       NAVD 88
 TR0615
 TR0615  VERT ORDER  -  FIRST     CLASS I
 TR0615
 TR0615.The horizontal coordinates were scaled from a topographic map and have
 TR0615.an estimated accuracy of +/- 6 seconds.
 TR0615
 TR0615.The orthometric height was determined by differential leveling
 TR0615.and adjusted by the National Geodetic Survey in June 1991..
 TR0615
 TR0615.The geoid height was determined by GEOID03.
 TR0615
 TR0615.The dynamic height is computed by dividing the NAVD 88
 TR0615.geopotential number by the normal gravity value computed on the
 TR0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0615.degrees latitude (g = 980.6199 gals.).
 TR0615
 TR0615.The modeled gravity was interpolated from observed gravity values.
 TR0615
 TR0615;                    North         East    Units  Estimated Accuracy
 TR0615;SPC WA N     -   113,330.      347,710.      MT  (+/- 180 meters Scaled)
 TR0615
 TR0615                          SUPERSEDED SURVEY CONTROL
 TR0615
 TR0615  NGVD 29 (??/??/??)    6.125  (m)           20.10   (f) ADJUSTED    1 1
 TR0615
 TR0615.Superseded values are not recommended for survey control.
 TR0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0615.See file dsdata.txt to determine how the superseded data were derived.
 TR0615
 TR0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU093164(NAD 83)
 TR0615_MARKER: DB = BENCH MARK DISK
 TR0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0615_STAMPING: A 15 1931 20.138
 TR0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0615+STABILITY: SURFACE MOTION
 TR0615
 TR0615  HISTORY     - Date     Condition        Report By
 TR0615  HISTORY     - 1931     MONUMENTED       CGS
 TR0615  HISTORY     - 1974     GOOD             NGS
 TR0615
 TR0615                          STATION DESCRIPTION
 TR0615
 TR0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0615'13.7 MI N FROM QUILCENE.
 TR0615'13.35 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE QUILCENE HIGH SCHOOL
 TR0615'AT QUILCENE, THENCE 0.3 MILE NORTHEAST ALONG GARDINER ROAD, THENCE
 TR0615'0.05 MILE NORTHEAST ALONG A PRIVATE TRACK ROAD, AT A POINT WHERE THE
 TR0615'PRIVATE ROAD CROSSES THE CHICAGO MILWAUKEE ST. PAUL AND PACIFIC
 TR0615'RAILROAD TRACKS, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD, 18 FEET
 TR0615'NORTHWEST OF THE CENTER OF THE CROSSING, 16.0 FEET NORTHWEST OF THE
 TR0615'NORTHWEST RAIL, 8.0 FEET WEST OF AND ACROSS THE TRACK FROM RAILROAD
 TR0615'MILEPOST 14, 1.4 FEET SOUTHEAST OF A SITNESS POST, ABOUT LEVEL WITH
 TR0615'THE ROAD AND TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TR0615'0.6 FOOT ABOVE THE GROUND.  1/4, SEC 13, T 29N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1237 ***********************************************************************
 SY1237  DESIGNATION -  A 16
 SY1237  PID         -  SY1237
 SY1237  STATE/COUNTY-  WA/MASON
 SY1237  USGS QUAD   -  ELDON (1985)
 SY1237
 SY1237                         *CURRENT SURVEY CONTROL
 SY1237  ___________________________________________________________________
 SY1237* NAD 83(1986)-  47 30 20.     (N)    123 03 35.     (W)     SCALED    
 SY1237* NAVD 88     -        17.020  (meters)      55.84   (feet)  ADJUSTED  
 SY1237  ___________________________________________________________________
 SY1237  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SY1237  DYNAMIC HT  -          17.023 (meters)      55.85  (feet)  COMP
 SY1237  MODELED GRAV-     980,807.9   (mgal)                       NAVD 88
 SY1237
 SY1237  VERT ORDER  -  FIRST     CLASS II
 SY1237
 SY1237.The horizontal coordinates were scaled from a topographic map and have
 SY1237.an estimated accuracy of +/- 6 seconds.
 SY1237
 SY1237.The orthometric height was determined by differential leveling
 SY1237.and adjusted by the National Geodetic Survey in June 1991..
 SY1237
 SY1237.The geoid height was determined by GEOID03.
 SY1237
 SY1237.The dynamic height is computed by dividing the NAVD 88
 SY1237.geopotential number by the normal gravity value computed on the
 SY1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1237.degrees latitude (g = 980.6199 gals.).
 SY1237
 SY1237.The modeled gravity was interpolated from observed gravity values.
 SY1237
 SY1237;                    North         East    Units  Estimated Accuracy
 SY1237;SPC WA S     -   244,590.      307,190.      MT  (+/- 180 meters Scaled)
 SY1237
 SY1237                          SUPERSEDED SURVEY CONTROL
 SY1237
 SY1237  NGVD 29 (??/??/??)   15.941  (m)           52.30   (f) ADJUSTED    1 2
 SY1237
 SY1237.Superseded values are not recommended for survey control.
 SY1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1237.See file dsdata.txt to determine how the superseded data were derived.
 SY1237
 SY1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT955613(NAD 83)
 SY1237_MARKER: DB = BENCH MARK DISK
 SY1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1237_STAMPING: 52.152 A 1931
 SY1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1237+STABILITY: SURFACE MOTION
 SY1237
 SY1237  HISTORY     - Date     Condition        Report By
 SY1237  HISTORY     - 1931     MONUMENTED       CGS
 SY1237  HISTORY     - 1934     GOOD             CGS
 SY1237  HISTORY     - 1973     MARK NOT FOUND   NGS
 SY1237  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY1237  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 SY1237
 SY1237                          STATION DESCRIPTION
 SY1237
 SY1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SY1237'2.8 MI S FROM ELDON.
 SY1237'2.8 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM ELDON, MASON COUNTY, AT A
 SY1237'T-ROAD LEADING SOUTHEAST TO STETSONS RESORT ON HOOD CANAL, IN LINE
 SY1237'WITH THE PROLONGATION OF THE ROAD, AND 33 FEET WEST OF THE CENTERLINE
 SY1237'OF THE HIGHWAY.  A STANDARD DISK, STAMPED 52.152 A 1931 AND SET IN THE
 SY1237'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 SY1237
 SY1237                          STATION RECOVERY (1973)
 SY1237
 SY1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY1237'MARK NOT FOUND.
 SY1237
 SY1237                          STATION RECOVERY (1987)
 SY1237
 SY1237'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1237'MARK NOT FOUND.
 SY1237
 SY1237                          STATION RECOVERY (1995)
 SY1237
 SY1237'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1334 ***********************************************************************
 SY1334  DESIGNATION -  A 17
 SY1334  PID         -  SY1334
 SY1334  STATE/COUNTY-  WA/THURSTON
 SY1334  USGS QUAD   -  SUMMIT LAKE (1981)
 SY1334
 SY1334                         *CURRENT SURVEY CONTROL
 SY1334  ___________________________________________________________________
 SY1334* NAD 83(1986)-  47 05 12.     (N)    123 02 58.     (W)     SCALED    
 SY1334* NAVD 88     -        50.288  (meters)     164.99   (feet)  ADJUSTED  
 SY1334  ___________________________________________________________________
 SY1334  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SY1334  DYNAMIC HT  -          50.299 (meters)     165.02  (feet)  COMP
 SY1334  MODELED GRAV-     980,824.6   (mgal)                       NAVD 88
 SY1334
 SY1334  VERT ORDER  -  FIRST     CLASS I
 SY1334
 SY1334.The horizontal coordinates were scaled from a topographic map and have
 SY1334.an estimated accuracy of +/- 6 seconds.
 SY1334
 SY1334.The orthometric height was determined by differential leveling
 SY1334.and adjusted by the National Geodetic Survey in June 1991..
 SY1334
 SY1334.The geoid height was determined by GEOID03.
 SY1334
 SY1334.The dynamic height is computed by dividing the NAVD 88
 SY1334.geopotential number by the normal gravity value computed on the
 SY1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1334.degrees latitude (g = 980.6199 gals.).
 SY1334
 SY1334.The modeled gravity was interpolated from observed gravity values.
 SY1334
 SY1334;                    North         East    Units  Estimated Accuracy
 SY1334;SPC WA S     -   198,020.      306,460.      MT  (+/- 180 meters Scaled)
 SY1334
 SY1334                          SUPERSEDED SURVEY CONTROL
 SY1334
 SY1334  NGVD 29 (??/??/??)   49.249  (m)          161.58   (f) ADJUSTED    1 1
 SY1334
 SY1334.Superseded values are not recommended for survey control.
 SY1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1334.See file dsdata.txt to determine how the superseded data were derived.
 SY1334
 SY1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT962147(NAD 83)
 SY1334_MARKER: DB = BENCH MARK DISK
 SY1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1334_STAMPING: A 17 1931 161.325
 SY1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1334+STABILITY: SURFACE MOTION
 SY1334
 SY1334  HISTORY     - Date     Condition        Report By
 SY1334  HISTORY     - 1931     MONUMENTED       CGS
 SY1334  HISTORY     - 1973     GOOD             NGS
 SY1334  HISTORY     - 1980     GOOD             NGS
 SY1334  HISTORY     - 1983     GOOD             USPSQD
 SY1334  HISTORY     - 1988     GOOD             USPSQD
 SY1334  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1334  HISTORY     - 19950516 MARK NOT FOUND   WADT
 SY1334
 SY1334                          STATION DESCRIPTION
 SY1334
 SY1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1334'7.45 MI NW FROM OLYMPIA.
 SY1334'3.5 MILES WEST ALONG HARRISON AVENUE AND MUD BAY ROAD NORTHWEST FROM
 SY1334'THE JUNCTION OF DIVISION STREET AT OLYMPIA, THENCE 1.75 MILES
 SY1334'NORTHWEST ALONG MADRONA BEACH ROAD NORTHWEST, THENCE 2.15 MILES
 SY1334'NORTHWEST ALONG U.S. HIGHWAY 101, THENCE 0.05 MILE NORTHWEST ALONG
 SY1334'HOLIDAY VALLEY DRIVE NORTHWEST, 163 FEET NORTHWEST OF A BARACADE
 SY1334'ACROSS THE DRIVE, 173 FEET NORTHWEST OF THE NORTHWEST HIGHWAY RIGHT OF
 SY1334'WAY FENCE, 29 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE, 22
 SY1334'FEET SOUTHEAST OF THE CENTER LINE OF A GRAVEL ROAD LEADING SOUTHWEST,
 SY1334'25 FEET NORTHWEST OF A POWER LINE POLE WITH A GUY WIRE, 58 FEET
 SY1334'SOUTHWEST OF AND ACROSS THE DRIVE FROM A TELEPHONE POLE, 1.9 FEET
 SY1334'NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE DRIVE, AND
 SY1334'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 SY1334'GROUND.  SEC 34, T19N, R 3W.
 SY1334
 SY1334                          STATION RECOVERY (1980)
 SY1334
 SY1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SY1334'RECOVERED IN GOOD CONDITION.
 SY1334
 SY1334                          STATION RECOVERY (1983)
 SY1334
 SY1334'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1334'LOCATED ON SIDE ROAD OFF HOLIDAY VALLEY DR. NORTHWEST ON HOLIDAY
 SY1334'VALLEY CT. NORTHWEST ON OLD BIKEWAY.
 SY1334
 SY1334                          STATION RECOVERY (1988)
 SY1334
 SY1334'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1334'RECOVERED IN GOOD CONDITION.
 SY1334
 SY1334                          STATION RECOVERY (1988)
 SY1334
 SY1334'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCK)
 SY1334'MARK NOT FOUND.
 SY1334
 SY1334                          STATION RECOVERY (1995)
 SY1334
 SY1334'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (DM)
 SY1334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0387 ***********************************************************************
 SX0387  DESIGNATION -  A 18
 SX0387  PID         -  SX0387
 SX0387  STATE/COUNTY-  WA/KITTITAS
 SX0387  USGS QUAD   -  LIBERTY (1989)
 SX0387
 SX0387                         *CURRENT SURVEY CONTROL
 SX0387  ___________________________________________________________________
 SX0387* NAD 83(1986)-  47 20 18.     (N)    120 40 44.     (W)     SCALED    
 SX0387* NAVD 88     -      1079.053  (meters)    3540.19   (feet)  ADJUSTED  
 SX0387  ___________________________________________________________________
 SX0387  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 SX0387  DYNAMIC HT  -        1078.989 (meters)    3539.98  (feet)  COMP
 SX0387  MODELED GRAV-     980,516.0   (mgal)                       NAVD 88
 SX0387
 SX0387  VERT ORDER  -  FIRST     CLASS II
 SX0387
 SX0387.The horizontal coordinates were scaled from a topographic map and have
 SX0387.an estimated accuracy of +/- 6 seconds.
 SX0387
 SX0387.The orthometric height was determined by differential leveling
 SX0387.and adjusted by the National Geodetic Survey in June 1991..
 SX0387
 SX0387.The geoid height was determined by GEOID03.
 SX0387
 SX0387.The dynamic height is computed by dividing the NAVD 88
 SX0387.geopotential number by the normal gravity value computed on the
 SX0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0387.degrees latitude (g = 980.6199 gals.).
 SX0387
 SX0387.The modeled gravity was interpolated from observed gravity values.
 SX0387
 SX0387;                    North         East    Units  Estimated Accuracy
 SX0387;SPC WA S     -   222,880.      486,480.      MT  (+/- 180 meters Scaled)
 SX0387
 SX0387                          SUPERSEDED SURVEY CONTROL
 SX0387
 SX0387  NGVD 29 (??/??/92) 1077.831  (m)         3536.18   (f) ADJ UNCH    1 2
 SX0387
 SX0387.Superseded values are not recommended for survey control.
 SX0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0387.See file dsdata.txt to determine how the superseded data were derived.
 SX0387
 SX0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT753453(NAD 83)
 SX0387_MARKER: DB = BENCH MARK DISK
 SX0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0387_STAMPING: 3536.338 A 18 1931
 SX0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0387+STABILITY: SURFACE MOTION
 SX0387
 SX0387  HISTORY     - Date     Condition        Report By
 SX0387  HISTORY     - 1931     MONUMENTED       CGS
 SX0387  HISTORY     - 1934     GOOD             NGS
 SX0387  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0387
 SX0387                          STATION DESCRIPTION
 SX0387
 SX0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0387'2.4 MI S FROM BLEWETT PASS.
 SX0387'IN KITTITAS COUNTY, 2.4 MILES SOUTH ALONG U.S. HIGHWAY 97 FROM BLEWETT
 SX0387'PASS, NEAR THE BEGINNING OF THE SECOND SWITCH-BACK FROM THE SUMMIT OF
 SX0387'THE PASS, AT THE UPPER END OF A CURVE, AND 20 FEET NORTH OF THE
 SX0387'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 3536.338 A 18
 SX0387'1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 SX0387'GROUND.
 SX0387
 SX0387                          STATION RECOVERY (1982)
 SX0387
 SX0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0387'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0523 ***********************************************************************
 SB0523  DESIGNATION -  A 2
 SB0523  PID         -  SB0523
 SB0523  STATE/COUNTY-  WA/YAKIMA
 SB0523  USGS QUAD   -  YAKIMA WEST (1985)
 SB0523
 SB0523                         *CURRENT SURVEY CONTROL
 SB0523  ___________________________________________________________________
 SB0523* NAD 83(1986)-  46 36 06.     (N)    120 30 23.     (W)     SCALED    
 SB0523* NAVD 88     -       326.410  (meters)    1070.90   (feet)  ADJUSTED  
 SB0523  ___________________________________________________________________
 SB0523  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SB0523  DYNAMIC HT  -         326.410 (meters)    1070.90  (feet)  COMP
 SB0523  MODELED GRAV-     980,604.4   (mgal)                       NAVD 88
 SB0523
 SB0523  VERT ORDER  -  FIRST     CLASS II
 SB0523
 SB0523.The horizontal coordinates were scaled from a topographic map and have
 SB0523.an estimated accuracy of +/- 6 seconds.
 SB0523
 SB0523.The orthometric height was determined by differential leveling
 SB0523.and adjusted by the National Geodetic Survey in June 1991..
 SB0523
 SB0523.The geoid height was determined by GEOID03.
 SB0523
 SB0523.The dynamic height is computed by dividing the NAVD 88
 SB0523.geopotential number by the normal gravity value computed on the
 SB0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0523.degrees latitude (g = 980.6199 gals.).
 SB0523
 SB0523.The modeled gravity was interpolated from observed gravity values.
 SB0523
 SB0523;                    North         East    Units  Estimated Accuracy
 SB0523;SPC WA S     -   140,980.      499,510.      MT  (+/- 180 meters Scaled)
 SB0523
 SB0523                          SUPERSEDED SURVEY CONTROL
 SB0523
 SB0523  NGVD 29 (??/??/92)  325.338  (m)         1067.38   (f) ADJ UNCH    1 2
 SB0523
 SB0523.Superseded values are not recommended for survey control.
 SB0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0523.See file dsdata.txt to determine how the superseded data were derived.
 SB0523
 SB0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS909639(NAD 83)
 SB0523_MARKER: DB = BENCH MARK DISK
 SB0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0523_SP_SET: WALL
 SB0523_STAMPING: ELEV 1067.675 FT A 2
 SB0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0523
 SB0523  HISTORY     - Date     Condition        Report By
 SB0523  HISTORY     - UNK      MONUMENTED       CGS
 SB0523  HISTORY     - 1962     GOOD             NGS
 SB0523
 SB0523                          STATION DESCRIPTION
 SB0523
 SB0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0523'IN YAKIMA.
 SB0523'AT YAKIMA, YAKIMA COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 SB0523'OF EAST YAKIMA AVENUE AND SOUTH FIRST STREET, AT THE NORTHEAST CORNER
 SB0523'OF THE SLOAN BUILDING, IN THE WALL, 1 FOOT EAST OF THE CORNER DOOR,
 SB0523'AND 3.6 FEET ABOVE THE CONCRETE SIDEWALK.  A STANDARD DISK, STAMPED
 SB0523'ELEV 1067.675 FT A 2 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0484 ***********************************************************************
 SW0484  DESIGNATION -  A 2
 SW0484  PID         -  SW0484
 SW0484  STATE/COUNTY-  WA/GRANT
 SW0484  USGS QUAD   -  ELECTRIC CITY (1968)
 SW0484
 SW0484                         *CURRENT SURVEY CONTROL
 SW0484  ___________________________________________________________________
 SW0484* NAD 83(1986)-  47 56 11.     (N)    119 01 05.     (W)     SCALED    
 SW0484* NAVD 88     -       486.66   (+/-2cm)    1596.7    (feet)  VERTCON   
 SW0484  ___________________________________________________________________
 SW0484  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 SW0484
 SW0484  VERT ORDER  -  ? (See Below)
 SW0484
 SW0484.The horizontal coordinates were scaled from a topographic map and have
 SW0484.an estimated accuracy of +/- 6 seconds.
 SW0484
 SW0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0484.The vertical order pertains to the NGVD 29 superseded value.
 SW0484
 SW0484.The geoid height was determined by GEOID03.
 SW0484
 SW0484;                    North         East    Units  Estimated Accuracy
 SW0484;SPC WA S     -   290,410.      610,740.      MT  (+/- 180 meters Scaled)
 SW0484
 SW0484                          SUPERSEDED SURVEY CONTROL
 SW0484
 SW0484  NGVD 29 (??/??/92)  485.462  (m)         1592.72   (f) ADJ UNCH    ?  
 SW0484
 SW0484.Superseded values are not recommended for survey control.
 SW0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0484.See file dsdata.txt to determine how the superseded data were derived.
 SW0484
 SW0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP492112(NAD 83)
 SW0484_MARKER: DD = SURVEY DISK
 SW0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0484_STAMPING: A 2 1940
 SW0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0484+STABILITY: SURFACE MOTION
 SW0484
 SW0484  HISTORY     - Date     Condition        Report By
 SW0484  HISTORY     - 1940     MONUMENTED       BOR
 SW0484  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0484
 SW0484                          STATION DESCRIPTION
 SW0484
 SW0484'DESCRIBED BY US BUREAU OF RECLAMATION 1940
 SW0484'IN DELANO.
 SW0484'AT DELANO, ABOUT 45 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD, 75
 SW0484'FEET WEST OF A BUILDING USED AS A SCHOOLHOUSE, AND 150 FEET EAST OF
 SW0484'THE BASE OF A ROCK RIDGE.  A UNITED STATES BUREAU OF RECLAMATION
 SW0484'STANDARD DISK, STAMPED A 2 1940.  AND SET IN THE TOP OF A CONCRETE
 SW0484'POST.  NOTE-- NORTH END DAM COVERS THE SITE.
 SW0484
 SW0484                          STATION RECOVERY (1966)
 SW0484
 SW0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0423 ***********************************************************************
 TR0423  DESIGNATION -  A 2
 TR0423  PID         -  TR0423
 TR0423  STATE/COUNTY-  WA/ISLAND
 TR0423  USGS QUAD   -  OAK HARBOR (1973)
 TR0423
 TR0423                         *CURRENT SURVEY CONTROL
 TR0423  ___________________________________________________________________
 TR0423* NAD 83(1991)-  48 18 53.42345(N)    122 37 49.74022(W)     ADJUSTED  
 TR0423* NAVD 88     -        47.603  (meters)     156.18   (feet)  ADJUSTED  
 TR0423  ___________________________________________________________________
 TR0423  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 TR0423  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 TR0423  DYNAMIC HT  -          47.615 (meters)     156.22  (feet)  COMP
 TR0423  MODELED GRAV-     980,851.2   (mgal)                       NAVD 88
 TR0423
 TR0423  HORZ ORDER  -  THIRD
 TR0423  VERT ORDER  -  FIRST     CLASS II
 TR0423
 TR0423.This mark is at Oak Harbor Air Park  (76S)
 TR0423
 TR0423.The horizontal coordinates were established by classical geodetic methods
 TR0423.and adjusted by the National Geodetic Survey in December 1991..
 TR0423
 TR0423.The orthometric height was determined by differential leveling
 TR0423.and adjusted by the National Geodetic Survey in June 1991..
 TR0423
 TR0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0423
 TR0423.The geoid height was determined by GEOID03.
 TR0423
 TR0423.The dynamic height is computed by dividing the NAVD 88
 TR0423.geopotential number by the normal gravity value computed on the
 TR0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0423.degrees latitude (g = 980.6199 gals.).
 TR0423
 TR0423.The modeled gravity was interpolated from observed gravity values.
 TR0423
 TR0423;                    North         East     Units Scale Factor Converg.
 TR0423;SPC WA N     -   147,744.366   366,724.107   MT  0.99994815   -1 20 16.9
 TR0423;SPC WA N     -   484,724.64  1,203,160.67   sFT  0.99994815   -1 20 16.9
 TR0423;UTM  10      - 5,351,360.305   527,396.123   MT  0.99960922   +0 16 33.5
 TR0423
 TR0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0423!SPC WA N     -   0.99999603  x   0.99994815  =   0.99994418
 TR0423!UTM  10      -   0.99999603  x   0.99960922  =   0.99960526
 TR0423
 TR0423:                Primary Azimuth Mark                     Grid Az
 TR0423:SPC WA N     -  A 3 RESET 1973                           007 15 15.3
 TR0423:UTM  10      -  A 3 RESET 1973                           005 38 24.9
 TR0423
 TR0423|---------------------------------------------------------------------|
 TR0423| PID    Reference Object                     Distance      Geod. Az  |
 TR0423|                                                           dddmmss.s |
 TR0423| TR1389 A 3 RESET 1973                      APPROX. 0.9 KM 0055458.4 |
 TR0423|---------------------------------------------------------------------|
 TR0423
 TR0423                          SUPERSEDED SURVEY CONTROL
 TR0423
 TR0423  NAD 83(1986)-  48 18 53.42633(N)    122 37 49.74519(W) AD(       ) 3
 TR0423  NAD 27      -  48 18 54.06700(N)    122 37 45.13200(W) AD(       ) 3
 TR0423  NGVD 29 (??/??/92)   46.457  (m)          152.42   (f) ADJ UNCH    1 2
 TR0423
 TR0423.Superseded values are not recommended for survey control.
 TR0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0423.See file dsdata.txt to determine how the superseded data were derived.
 TR0423
 TR0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2739651360(NAD 83)
 TR0423_MARKER: DB = BENCH MARK DISK
 TR0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0423_STAMPING: A 2 1952
 TR0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0423
 TR0423  HISTORY     - Date     Condition        Report By
 TR0423  HISTORY     - 1952     MONUMENTED       CGS
 TR0423  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR0423  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0423  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TR0423  HISTORY     - 1973     GOOD             USGS
 TR0423  HISTORY     - 1979     GOOD             NGS
 TR0423  HISTORY     - 1979     GOOD             NGS
 TR0423  HISTORY     - 1988     GOOD             USPSQD
 TR0423
 TR0423                          STATION DESCRIPTION
 TR0423
 TR0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0423'STATION IS ON W. SIDE OF ROAD 0.4 MILES N. ALONG TORPEDO ROAD
 TR0423'FROM TORPEDO GATE IN N. BOUNDARY OF WHIDBEY ISLAND NAS SEAPLANE
 TR0423'BASE, 0.1 MI. N. OF A Y OF AN ASPHALT ROAD LEADING S. W.
 TR0423'
 TR0423'THE MARK IS A STANDARD BRONZE DISK, STAMPED A-2, 1952, SET IN A
 TR0423'CONCRETE MONUMENT PROJECTING 2 IN. AND IS 124.5 FT. S. W. OF AND
 TR0423'ACROSS ROAD FROM POWER LINE POLE 13-14, 38. FT. W. OF THE
 TR0423'CENTERLINE OF TORPEDO RD. AND 3. FT. E. OF A TELEPHONE POLE.
 TR0423
 TR0423                          STATION RECOVERY (1958)
 TR0423
 TR0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNH)
 TR0423'ORIGINAL DESCRIPTION ADEQUATE.
 TR0423
 TR0423                          STATION RECOVERY (1960)
 TR0423
 TR0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0423'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 TR0423'THAT THE STATION IS FLUSH WITH THE SURFACE OF THE GROUND, THE
 TR0423'NUMBER GIVEN ON THE POWER POLE IS NOW ILLEGIBLE, AND THE STATION
 TR0423'IS NOW 2.5 FEET SOUTH OF A WHITE WITNESS POST.
 TR0423
 TR0423                          STATION RECOVERY (1973)
 TR0423
 TR0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TR0423'DISTANCE GIVEN IS HORIZONTAL AND REDUCED TO SEA LEVEL.
 TR0423'
 TR0423'THE STATION IS ON WHIDBEY ISLAND, 1.8 MILES NORTH OF OAK HARBOR,
 TR0423'0.3 MILE SOUTH ALONG TORPEDO ROAD FROM THE JUNCTION OF TORPEDO
 TR0423'ROAD AND STATE HIGHWAY 20, AND IN THE SOUTHWEST 1/4 OF SECTION 25,
 TR0423'T 33 N, R 1 E.
 TR0423'
 TR0423'TO REACH FROM THE POST OFFICE IN OAK HARBOR, GO EAST ON PIONEER
 TR0423'WAY FOR 0.8 MILE, TURN LEFT AND GO NORTH ON 70 NE STREET (WHICH
 TR0423'BECOMES AUVIL ROAD), FOR 1.75 MILES TO A REVERSE Y, AND THE MARK
 TR0423'ABOUT 60 YARDS NORTH OF THE INTERSECTION OF THE CENTERLINES OF THE
 TR0423'TWO ROADS, 37 FEET WEST OF THE CENTER OF THE ROAD, 48 FEET
 TR0423'SOUTH-SOUTHWEST OF THE WEST END OF AN 18-INCH DIAMETER CONCRETE
 TR0423'PIPE UNDER THE ROAD, 3 FEET EAST OF A TELEPHONE POLE WITH A GUY
 TR0423'WIRE, 1 FOOT NORTH OF A METAL WITNESS POST AND ABOUT 6 INCHES
 TR0423'HIGHER THAN THE ROAD.  THE MARK IS A USC AND GS TRAVERSE
 TR0423'STATION DISK, STAMPED A 2 1952, SET IN A 10-INCH SQUARE
 TR0423'CONCRETE POST FLUSH WITH THE GROUND.
 TR0423'
 TR0423'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR0423'1.8 MILES NORTH OF OAK HARBOR.
 TR0423
 TR0423                          STATION RECOVERY (1973)
 TR0423
 TR0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0423'2.65 MI NW FROM OAK HARBOR.
 TR0423'0.8 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0423'INTERSECTION.  THENCE 1.3 MILES N. ALONG 70 N. E. STREET.  THENCE 0.1
 TR0423'MILE EAST ON CRESCENT HARBOR RD.  THENCE 0.45 MILE N. ALONG TORPEDO
 TR0423'ROAD.  NEAR EDGE OF TIMBER CUT.
 TR0423
 TR0423                          STATION RECOVERY (1979)
 TR0423
 TR0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR0423'THE MARK WAS RECOVERED AS DESCRIBED.
 TR0423
 TR0423                          STATION RECOVERY (1979)
 TR0423
 TR0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TR0423'RECOVERED IN GOOD CONDITION.
 TR0423
 TR0423                          STATION RECOVERY (1988)
 TR0423
 TR0423'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1054 ***********************************************************************
 TR1054  DESIGNATION -  A 2
 TR1054  PID         -  TR1054
 TR1054  STATE/COUNTY-  WA/SNOHOMISH
 TR1054  USGS QUAD   -  MARYSVILLE (1956)
 TR1054
 TR1054                         *CURRENT SURVEY CONTROL
 TR1054  ___________________________________________________________________
 TR1054* NAD 83(1991)-  48 01 11.09581(N)    122 13 00.92215(W)     ADJUSTED  
 TR1054* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1054  ___________________________________________________________________
 TR1054  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 TR1054  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 TR1054
 TR1054  HORZ ORDER  -  THIRD
 TR1054
 TR1054.The horizontal coordinates were established by classical geodetic methods
 TR1054.and adjusted by the National Geodetic Survey in December 1991..
 TR1054
 TR1054.The orthometric height was scaled from a topographic map.
 TR1054
 TR1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1054
 TR1054.The geoid height was determined by GEOID03.
 TR1054
 TR1054;                    North         East     Units Scale Factor Converg.
 TR1054;SPC WA N     -   114,305.470   396,799.927   MT  0.99994372   -1 01 48.4
 TR1054;SPC WA N     -   375,017.20  1,301,834.43   sFT  0.99994372   -1 01 48.4
 TR1054;UTM  10      - 5,318,791.865   558,391.550   MT  0.99964189   +0 34 55.7
 TR1054
 TR1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1054!SPC WA N     -   1.00000332  x   0.99994372  =   0.99994704
 TR1054!UTM  10      -   1.00000332  x   0.99964189  =   0.99964521
 TR1054
 TR1054:                Primary Azimuth Mark                     Grid Az
 TR1054:SPC WA N     -  MARYSVILLE N MUNICIPAL TANK              039 08 39.4
 TR1054:UTM  10      -  MARYSVILLE N MUNICIPAL TANK              037 31 55.3
 TR1054
 TR1054|---------------------------------------------------------------------|
 TR1054| PID    Reference Object                     Distance      Geod. Az  |
 TR1054|                                                           dddmmss.s |
 TR1054| TR1053 MARYSVILLE N MUNICIPAL TANK         APPROX. 4.8 KM 0380651.0 |
 TR1054| TR1044 SNOHOMISH RIVER CHANNEL LIGHT 16    290.760 METERS 11446     |
 TR1054| TR1030 A                                   APPROX. 1.1 KM 2210916.2 |
 TR1054| TR1037 SANDY                               170.161 METERS 26740     |
 TR1054|---------------------------------------------------------------------|
 TR1054
 TR1054                          SUPERSEDED SURVEY CONTROL
 TR1054
 TR1054  NAD 83(1986)-  48 01 11.09299(N)    122 13 00.92126(W) AD(       ) 3
 TR1054  NAD 27      -  48 01 11.75180(N)    122 12 56.42740(W) AD(       ) 3
 TR1054
 TR1054.Superseded values are not recommended for survey control.
 TR1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1054.See file dsdata.txt to determine how the superseded data were derived.
 TR1054
 TR1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5839218792(NAD 83)
 TR1054_MARKER: Z = SEE DESCRIPTION
 TR1054_SETTING: 0 = UNSPECIFIED SETTING
 TR1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1054
 TR1054  HISTORY     - Date     Condition        Report By
 TR1054  HISTORY     - 1954     MONUMENTED       USE
 TR1054  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1054
 TR1054                          STATION DESCRIPTION
 TR1054
 TR1054'DESCRIBED BY US ENGINEERS 1954 (JCP)
 TR1054'AT THE EXTREME N END OF THE JETTY THAT PARALLELS THE WATERFRONT W OF
 TR1054'THE CITY OF EVERETT, AND ABOUT 1/2 MI. W OF THE MOUTH OF SNOHOMISH
 TR1054'RIVER.  A GROUNDED BARGE IS JUST W OF THE STATION, AND SEVEN
 TR1054'GROUNDED HULLS OF SHIPS ARE NW OF THE STATION.  THE STATION IS ON
 TR1054'LOW GROUND THAT COVERS AT HIGH TIDE.  MARKED BY AN ENGINEERING
 TR1054'DEPARTMENT, U.S. ARMY, TRIANGULATION DISK.  THE MARK IS INSCRIBED
 TR1054'ENGINEER DEPT., U.S. ARMY, SEATTLE OFFICE, SURVEY MARK.  IT IS
 TR1054'STAMPED A-2.  MARK IS CEMENTED FLUSH IN AN IRREGULAR MASS OF
 TR1054'CONCRETE POURED AMONG THE ROCKS WHICH FORM THE JETTY.
 TR1054'
 TR1054'NO REFERENCE MARKS WERE INSTALLED.
 TR1054'
 TR1054'LOCATED BY THEODOLITE DIRECTION AND TAPED DISTANCE FROM
 TR1054'TRIANGULATION STATION SANDY 1954.
 TR1054'
 TR1054'THIS IS AN INTERSECTION STATION.
 TR1054
 TR1054                          STATION RECOVERY (1960)
 TR1054
 TR1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1054'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY J.C.P.
 TR1054'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0524 ***********************************************************************
 SB0524  DESIGNATION -  A 2 RESET
 SB0524  PID         -  SB0524
 SB0524  STATE/COUNTY-  WA/YAKIMA
 SB0524  USGS QUAD   -  YAKIMA WEST (1985)
 SB0524
 SB0524                         *CURRENT SURVEY CONTROL
 SB0524  ___________________________________________________________________
 SB0524* NAD 83(1986)-  46 36 07.     (N)    120 30 22.     (W)     SCALED    
 SB0524* NAVD 88     -       325.255  (meters)    1067.11   (feet)  ADJUSTED  
 SB0524  ___________________________________________________________________
 SB0524  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SB0524  DYNAMIC HT  -         325.254 (meters)    1067.10  (feet)  COMP
 SB0524  MODELED GRAV-     980,604.4   (mgal)                       NAVD 88
 SB0524
 SB0524  VERT ORDER  -  FIRST     CLASS II
 SB0524
 SB0524.The horizontal coordinates were scaled from a topographic map and have
 SB0524.an estimated accuracy of +/- 6 seconds.
 SB0524
 SB0524.The orthometric height was determined by differential leveling
 SB0524.and adjusted by the National Geodetic Survey in June 1991..
 SB0524
 SB0524.The geoid height was determined by GEOID03.
 SB0524
 SB0524.The dynamic height is computed by dividing the NAVD 88
 SB0524.geopotential number by the normal gravity value computed on the
 SB0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0524.degrees latitude (g = 980.6199 gals.).
 SB0524
 SB0524.The modeled gravity was interpolated from observed gravity values.
 SB0524
 SB0524;                    North         East    Units  Estimated Accuracy
 SB0524;SPC WA S     -   141,010.      499,530.      MT  (+/- 180 meters Scaled)
 SB0524
 SB0524                          SUPERSEDED SURVEY CONTROL
 SB0524
 SB0524.No superseded survey control is available for this station.
 SB0524
 SB0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS910639(NAD 83)
 SB0524_MARKER: DD = SURVEY DISK
 SB0524_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SB0524_SP_SET: DRILL HOLE IN SIDEWALK
 SB0524_STAMPING: A 2 RESET 1973
 SB0524_MARK LOGO: NGS   
 SB0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0524+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2006
 SB0524
 SB0524  HISTORY     - Date     Condition        Report By
 SB0524  HISTORY     - 1973     MONUMENTED       LOCENG
 SB0524  HISTORY     - 1982     GOOD             NGS
 SB0524  HISTORY     - 1990     GOOD             USPSQD
 SB0524  HISTORY     - 19900802 GOOD             NGS
 SB0524  HISTORY     - 20060626 GOOD             USPSQD
 SB0524
 SB0524                          STATION DESCRIPTION
 SB0524
 SB0524'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 SB0524'IN YAKIMA.
 SB0524'AT YAKIMA, YAKIMA COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 SB0524'OF EAST YAKIMA AVENUE AND SOUTH FIRST STREET, SET BRASS CAP (A 2 RESET
 SB0524'1973), FLUSH IN NEW CONCRETE SIDEWALK 39 FEET WEST OF CENTERLINE OF
 SB0524'SOUTH FIRST STREET AND 39 FT. SOUTH OF CENTERLINE OF EAST YAKIMA
 SB0524'AVENUE.
 SB0524
 SB0524                          STATION RECOVERY (1982)
 SB0524
 SB0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0524'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 SB0524'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0524'IN THE SOUTHWEST CORNER OF THE INTERSECTION OF EAST YAKIMA AVENUE AND
 SB0524'SOUTH FIRST STREET, 4.5 METERS (15 FT) SOUTH OF THE SOUTH CURB OF THE
 SB0524'AVENUE, 4.5 METERS (15 FT) WEST OF THE WEST CURB OF THE STREET.
 SB0524
 SB0524                          STATION RECOVERY (1990)
 SB0524
 SB0524'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0524'RECOVERED IN GOOD CONDITION.
 SB0524
 SB0524                          STATION RECOVERY (1990)
 SB0524
 SB0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SB0524'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) SOUTHEAST OF NACHES,
 SB0524'22.5 KM (14.0 MI) NORTHY-NORTHWEST OF TOPPENISH, 6.4 KM (4.0 MI)
 SB0524'SOUTH OF SELAH AND IN THE CITY OF YAKIMA.
 SB0524'THE STATION IS AT THE INTERSECTION OF EAST YAKIMA AVENUE AND SOUTH
 SB0524'FIRST STREET.
 SB0524'THE AMRK IS SET IN A DRILL HOLE IN THE SIDEWALK.  IT IS 4.5 M
 SB0524'(14.8 FT) WEST OF THE WEST CURB OF SOUTH FIRST STREET, 4.5 M
 SB0524'(14.8 FT) SOUTH OF THE SOUTH CURB OF EAST YAKIMA AVENUE AND 0.3 M
 SB0524'(1.0 FT) ABOVE THE STREET.
 SB0524
 SB0524                          STATION RECOVERY (2006)
 SB0524
 SB0524'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SB0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1442 ***********************************************************************
 SC1442  DESIGNATION -  A 2 USE 1912
 SC1442  PID         -  SC1442
 SC1442  STATE/COUNTY-  WA/COWLITZ
 SC1442  USGS QUAD   -  RAINIER (1990)
 SC1442
 SC1442                         *CURRENT SURVEY CONTROL
 SC1442  ___________________________________________________________________
 SC1442* NAD 83(1991)-  46 06 20.65609(N)    122 57 10.35279(W)     ADJUSTED  
 SC1442* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC1442  ___________________________________________________________________
 SC1442  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 SC1442  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SC1442
 SC1442  HORZ ORDER  -  THIRD
 SC1442
 SC1442.The horizontal coordinates were established by classical geodetic methods
 SC1442.and adjusted by the National Geodetic Survey in December 1991..
 SC1442
 SC1442.The orthometric height was scaled from a topographic map.
 SC1442
 SC1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1442
 SC1442.The geoid height was determined by GEOID03.
 SC1442
 SC1442;                    North         East     Units Scale Factor Converg.
 SC1442;SPC WA S     -    88,800.932   310,394.576   MT  0.99994938   -1 46 54.3
 SC1442;SPC WA S     -   291,341.06  1,018,352.87   sFT  0.99994938   -1 46 54.3
 SC1442;SPC OR N     -   273,926.650 2,310,378.120   MT  1.00002861   -1 44 22.4
 SC1442;SPC OR N     -   898,709.48  7,579,980.71   iFT  1.00002861   -1 44 22.4
 SC1442;UTM  10      - 5,105,796.875   503,641.981   MT  0.99960016   +0 02 02.3
 SC1442
 SC1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1442!SPC WA S     -   1.00000306  x   0.99994938  =   0.99995244
 SC1442!SPC OR N     -   1.00000306  x   1.00002861  =   1.00003167
 SC1442!UTM  10      -   1.00000306  x   0.99960016  =   0.99960322
 SC1442
 SC1442:                Primary Azimuth Mark                     Grid Az
 SC1442:SPC WA S     -  TANGENT                                  251 34 15.3
 SC1442:SPC OR N     -  TANGENT                                  251 31 43.4
 SC1442:UTM  10      -  TANGENT                                  249 45 18.7
 SC1442
 SC1442|---------------------------------------------------------------------|
 SC1442| PID    Reference Object                     Distance      Geod. Az  |
 SC1442|                                                           dddmmss.s |
 SC1442| SC0185 TANGENT                             APPROX. 1.4 KM 2494721.0 |
 SC1442|---------------------------------------------------------------------|
 SC1442
 SC1442                          SUPERSEDED SURVEY CONTROL
 SC1442
 SC1442  NAD 83(1991)-  46 06 20.65609(N)    122 57 10.35279(W) AD(       ) 3
 SC1442  NAD 83(1986)-  46 06 20.67247(N)    122 57 10.34968(W) AD(       ) 3
 SC1442  NAD 27      -  46 06 21.26435(N)    122 57 05.94732(W) AD(       ) 3
 SC1442
 SC1442.Superseded values are not recommended for survey control.
 SC1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1442.See file dsdata.txt to determine how the superseded data were derived.
 SC1442
 SC1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0364205797(NAD 83)
 SC1442
 SC1442  HISTORY     - Date     Condition        Report By
 SC1442  HISTORY     - 1912     MONUMENTED       USE
 SC1442
 SC1442                          STATION DESCRIPTION
 SC1442
 SC1442'DESCRIBED BY US ENGINEERS 1912
 SC1442'THREE METERS FROM THE RIVER BANK, NEAR A SORTING GAP IN A LOG
 SC1442'BOOM.  THE FOLLOWING DISTANCES ARE GIVEN--TO A TRIANGLE BLAZED ON
 SC1442'A COTTONWOOD TREE WITH A NAIL IN THE CENTER, NORTHERLY 4.87
 SC1442'METERS.  TO A TRIANGLE WITH A NAIL IN THE CENTER, EASTERLY 5.49
 SC1442'METERS.  AND TO A PUMP UPSTREAM, APPROXIMATELY ESE 42.54 METERS.
 SC1442'
 SC1442'THE STATION IS MARKED BY AN IRON PIPE 3 FEET LONG SET IN A
 SC1442'PIER OF CONCRETE WHICH IS ABOUT 1 FOOT SQUARE AT THE SURFACE OF
 SC1442'THE GROUND AND APPROXIMATELY 8 INCHES DEEP.  THE PIPE PROJECTS
 SC1442'FROM 4 TO 8 INCHES ABOVE THE CEMENT.  THE TOP OF THE PIER BEARS
 SC1442'THE INSCRIPTION U.S.E. AND THE NAME OR AN ABBREVIATION OF THE
 SC1442'NAME OF THE STATION.  THERE IS NO UNDERGROUND MARK.
 SC1442'
 SC1442'REPORTED LOST BY U.S.E., R.W.K., 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0827 ***********************************************************************
 SW0827  DESIGNATION -  A 20
 SW0827  PID         -  SW0827
 SW0827  STATE/COUNTY-  WA/CHELAN
 SW0827  USGS QUAD   -  AZWELL (1987)
 SW0827
 SW0827                         *CURRENT SURVEY CONTROL
 SW0827  ___________________________________________________________________
 SW0827* NAD 83(1986)-  47 52 52.     (N)    119 54 52.     (W)     SCALED    
 SW0827* NAVD 88     -       235.491  (meters)     772.61   (feet)  ADJUSTED  
 SW0827  ___________________________________________________________________
 SW0827  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 SW0827  DYNAMIC HT  -         235.521 (meters)     772.71  (feet)  COMP
 SW0827  MODELED GRAV-     980,734.8   (mgal)                       NAVD 88
 SW0827
 SW0827  VERT ORDER  -  FIRST     CLASS II
 SW0827
 SW0827.The horizontal coordinates were scaled from a topographic map and have
 SW0827.an estimated accuracy of +/- 6 seconds.
 SW0827
 SW0827.The orthometric height was determined by differential leveling
 SW0827.and adjusted by the National Geodetic Survey in June 1991..
 SW0827
 SW0827.The geoid height was determined by GEOID03.
 SW0827
 SW0827.The dynamic height is computed by dividing the NAVD 88
 SW0827.geopotential number by the normal gravity value computed on the
 SW0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0827.degrees latitude (g = 980.6199 gals.).
 SW0827
 SW0827.The modeled gravity was interpolated from observed gravity values.
 SW0827
 SW0827;                    North         East    Units  Estimated Accuracy
 SW0827;SPC WA N     -    98,370.      568,730.      MT  (+/- 180 meters Scaled)
 SW0827
 SW0827                          SUPERSEDED SURVEY CONTROL
 SW0827
 SW0827  NGVD 29 (??/??/92)  234.275  (m)          768.62   (f) ADJ UNCH    1 2
 SW0827
 SW0827.Superseded values are not recommended for survey control.
 SW0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0827.See file dsdata.txt to determine how the superseded data were derived.
 SW0827
 SW0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP821071(NAD 83)
 SW0827_MARKER: DB = BENCH MARK DISK
 SW0827_SETTING: 66 = SET IN ROCK OUTCROP
 SW0827_SP_SET: ROCK
 SW0827_STAMPING: A 20 1931
 SW0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0827+STABILITY: POSITION/ELEVATION WELL
 SW0827
 SW0827  HISTORY     - Date     Condition        Report By
 SW0827  HISTORY     - 1931     MONUMENTED       CGS
 SW0827  HISTORY     - 1934     GOOD             NGS
 SW0827  HISTORY     - 1982     MARK NOT FOUND   NGS
 SW0827
 SW0827                          STATION DESCRIPTION
 SW0827
 SW0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0827'4.7 MI SW FROM WELLS.
 SW0827'ABOUT 4.7 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SW0827'STATION AT WELLS, CHELAN COUNTY, ABOUT 24 1/2-30 FOOT RAIL LENGTHS
 SW0827'NORTH OF MILEPOST 45, 27 FEET EAST OF THE CENTER OF THE TRACK AND
 SW0827'ABOUT 31 FEET WEST OF THE RIGHT OF WAY FENCE, IN A 5-FOOT TRIANGULAR
 SW0827'GRANITE ROCK, PROJECTING ABOUT 1 1/2 FEET ABOVE THE GROUND AT ITS
 SW0827'HIGHEST POINT.  A STANDARD DISK, STAMPED A 20 1931, ABOUT 1 FOOT ABOVE
 SW0827'THE GROUND.
 SW0827
 SW0827                          STATION RECOVERY (1982)
 SW0827
 SW0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0827'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0135 ***********************************************************************
 SC0135  DESIGNATION -  A 202
 SC0135  PID         -  SC0135
 SC0135  STATE/COUNTY-  WA/COWLITZ
 SC0135  USGS QUAD   -  KELSO (1990)
 SC0135
 SC0135                         *CURRENT SURVEY CONTROL
 SC0135  ___________________________________________________________________
 SC0135* NAD 83(1986)-  46 08 43.     (N)    122 54 54.     (W)     SCALED    
 SC0135* NAVD 88     -        11.717  (meters)      38.44   (feet)  ADJUSTED  
 SC0135  ___________________________________________________________________
 SC0135  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SC0135  DYNAMIC HT  -          11.719 (meters)      38.45  (feet)  COMP
 SC0135  MODELED GRAV-     980,709.6   (mgal)                       NAVD 88
 SC0135
 SC0135  VERT ORDER  -  FIRST     CLASS II
 SC0135
 SC0135.The horizontal coordinates were scaled from a topographic map and have
 SC0135.an estimated accuracy of +/- 6 seconds.
 SC0135
 SC0135.The orthometric height was determined by differential leveling
 SC0135.and adjusted by the National Geodetic Survey in June 1991..
 SC0135.WARNING-Repeat measurements at this control monument indicate possible
 SC0135.vertical movement.
 SC0135
 SC0135.The geoid height was determined by GEOID03.
 SC0135
 SC0135.The dynamic height is computed by dividing the NAVD 88
 SC0135.geopotential number by the normal gravity value computed on the
 SC0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0135.degrees latitude (g = 980.6199 gals.).
 SC0135
 SC0135.The modeled gravity was interpolated from observed gravity values.
 SC0135
 SC0135;                    North         East    Units  Estimated Accuracy
 SC0135;SPC WA S     -    93,100.      313,460.      MT  (+/- 180 meters Scaled)
 SC0135
 SC0135                          SUPERSEDED SURVEY CONTROL
 SC0135
 SC0135  NGVD 29 (??/??/92)   10.756  (m)           35.29   (f) ADJ UNCH    1 2
 SC0135
 SC0135.Superseded values are not recommended for survey control.
 SC0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0135.See file dsdata.txt to determine how the superseded data were derived.
 SC0135
 SC0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES065101(NAD 83)
 SC0135_MARKER: DB = BENCH MARK DISK
 SC0135_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC0135_SP_SET: GUARDRAIL
 SC0135_STAMPING: A 202 1941
 SC0135_MARK LOGO: CGS   
 SC0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0135
 SC0135  HISTORY     - Date     Condition        Report By
 SC0135  HISTORY     - 1941     MONUMENTED       CGS
 SC0135  HISTORY     - 1962     GOOD             NGS
 SC0135  HISTORY     - 1987     GOOD             NGS
 SC0135  HISTORY     - 1989     GOOD             USPSQD
 SC0135  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 SC0135  HISTORY     - 20060917 MARK NOT FOUND   GEOCAC
 SC0135
 SC0135                          STATION DESCRIPTION
 SC0135
 SC0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0135'IN LONGVIEW.
 SC0135'AT LONGVIEW AT THE COWLITZ RIVER DRAWBRIDGE, 40 FEET WEST OF THE WEST
 SC0135'END OF THE BRIDGE, 20 FEET NORTH OF THE CENTER OF MAIN STREET AND 0.5
 SC0135'FOOT EAST OF THE BASE OF A LIGHT STANDARD.
 SC0135
 SC0135                          STATION RECOVERY (1987)
 SC0135
 SC0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0135'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN WEST
 SC0135'KELSO, AT THE INTERSECTION OF FIRST AVENUE AND MAIN STREET, IN THE
 SC0135'WEST END OF THE NORTH CONCRETE GUARDRAIL OF THE MAIN STREET DRAW
 SC0135'BRIDGE SPANNING THE COWLITZ RIVER, 65.0 M (213.3 FT) EAST OF THE
 SC0135'CENTERLINE OF FIRST AVENUE, 5.0 M (16.4 FT) NORTH OF THE CENTERLINE
 SC0135'OF MAIN STREET, 3.4 M (11.2 FT) EAST OF THE WEST END OF THE
 SC0135'GUARDRAIL, AND 0.2 M (0.7 FT) EAST OF A STREET LIGHT POLE.
 SC0135'THE MARK IS 1.2 M ABOVE THE STREET.
 SC0135
 SC0135                          STATION RECOVERY (1989)
 SC0135
 SC0135'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0135'RECOVERED IN GOOD CONDITION.
 SC0135
 SC0135                          STATION RECOVERY (2004)
 SC0135
 SC0135'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC0135'BRIDGE COMPLETLY REBUILT. NEW GUARDRAILS.
 SC0135'STATION SHOULD BE CONSIDERED LOST
 SC0135
 SC0135                          STATION RECOVERY (2006)
 SC0135
 SC0135'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 SC0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0351 ***********************************************************************
 SC0351  DESIGNATION -  A 203
 SC0351  PID         -  SC0351
 SC0351  STATE/COUNTY-  WA/WAHKIAKUM
 SC0351  USGS QUAD   -  SKAMOKAWA (1985)
 SC0351
 SC0351                         *CURRENT SURVEY CONTROL
 SC0351  ___________________________________________________________________
 SC0351* NAD 83(1986)-  46 18 41.     (N)    123 29 03.     (W)     SCALED    
 SC0351* NAVD 88     -        16.399  (meters)      53.80   (feet)  ADJUSTED  
 SC0351  ___________________________________________________________________
 SC0351  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SC0351  DYNAMIC HT  -          16.401 (meters)      53.81  (feet)  COMP
 SC0351  MODELED GRAV-     980,730.5   (mgal)                       NAVD 88
 SC0351
 SC0351  VERT ORDER  -  FIRST     CLASS II
 SC0351
 SC0351.The horizontal coordinates were scaled from a topographic map and have
 SC0351.an estimated accuracy of +/- 6 seconds.
 SC0351
 SC0351.The orthometric height was determined by differential leveling
 SC0351.and adjusted by the National Geodetic Survey in June 1991..
 SC0351
 SC0351.The geoid height was determined by GEOID03.
 SC0351
 SC0351.The dynamic height is computed by dividing the NAVD 88
 SC0351.geopotential number by the normal gravity value computed on the
 SC0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0351.degrees latitude (g = 980.6199 gals.).
 SC0351
 SC0351.The modeled gravity was interpolated from observed gravity values.
 SC0351
 SC0351;                    North         East    Units  Estimated Accuracy
 SC0351;SPC WA S     -   113,060.      270,210.      MT  (+/- 180 meters Scaled)
 SC0351
 SC0351                          SUPERSEDED SURVEY CONTROL
 SC0351
 SC0351  NGVD 29 (??/??/92)   15.459  (m)           50.72   (f) ADJ UNCH    1 2
 SC0351
 SC0351.Superseded values are not recommended for survey control.
 SC0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0351.See file dsdata.txt to determine how the superseded data were derived.
 SC0351
 SC0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS627287(NAD 83)
 SC0351_MARKER: DB = BENCH MARK DISK
 SC0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0351_STAMPING: A 203 1941
 SC0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0351+STABILITY: SURFACE MOTION
 SC0351
 SC0351  HISTORY     - Date     Condition        Report By
 SC0351  HISTORY     - 1941     MONUMENTED       CGS
 SC0351
 SC0351                          STATION DESCRIPTION
 SC0351
 SC0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 SC0351'3.5 MI W FROM SKAMOKAWA.
 SC0351'ABOUT 3.5 MILES WEST OF DRAWBRIDGE AT SKAMOKAWA, WAHKIAKUM COUNTY, ON
 SC0351'U.S. 830, AT A CURVE WITH A CUT ON THE NORTH SIDE AND A FARM ON THE
 SC0351'SOUTH SIDE, 110 FEET EAST OF FARM DRIVEWAY CENTERLINE, 63 FEET WEST OF
 SC0351'WEST END OF GUARD RAIL, 9 FEET EAST OF THE SOUTH END OF PIPE CULVERT
 SC0351'38-50, 20 FEET SOUTH OF U.S. 830 CENTERLINE, 3 FEET NORTH OF FENCE
 SC0351'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0518 ***********************************************************************
 SA0518  DESIGNATION -  A 204
 SA0518  PID         -  SA0518
 SA0518  STATE/COUNTY-  WA/WALLA WALLA
 SA0518  USGS QUAD   -  SLATER (1991)
 SA0518
 SA0518                         *CURRENT SURVEY CONTROL
 SA0518  ___________________________________________________________________
 SA0518* NAD 83(1986)-  46 11 15.     (N)    118 48 23.     (W)     SCALED    
 SA0518* NAVD 88     -       220.852  (meters)     724.58   (feet)  ADJUSTED  
 SA0518  ___________________________________________________________________
 SA0518  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 SA0518  DYNAMIC HT  -         220.850 (meters)     724.57  (feet)  COMP
 SA0518  MODELED GRAV-     980,600.9   (mgal)                       NAVD 88
 SA0518
 SA0518  VERT ORDER  -  SECOND    CLASS 0
 SA0518
 SA0518.The horizontal coordinates were scaled from a topographic map and have
 SA0518.an estimated accuracy of +/- 6 seconds.
 SA0518
 SA0518.The orthometric height was determined by differential leveling
 SA0518.and adjusted by the National Geodetic Survey in June 1991..
 SA0518
 SA0518.The geoid height was determined by GEOID03.
 SA0518
 SA0518.The dynamic height is computed by dividing the NAVD 88
 SA0518.geopotential number by the normal gravity value computed on the
 SA0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0518.degrees latitude (g = 980.6199 gals.).
 SA0518
 SA0518.The modeled gravity was interpolated from observed gravity values.
 SA0518
 SA0518;                    North         East    Units  Estimated Accuracy
 SA0518;SPC WA S     -    96,340.      630,730.      MT  (+/- 180 meters Scaled)
 SA0518
 SA0518                          SUPERSEDED SURVEY CONTROL
 SA0518
 SA0518  NGVD 29 (??/??/92)  219.837  (m)          721.25   (f) ADJ UNCH    2 0
 SA0518
 SA0518.Superseded values are not recommended for survey control.
 SA0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0518.See file dsdata.txt to determine how the superseded data were derived.
 SA0518
 SA0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM606164(NAD 83)
 SA0518_MARKER: DB = BENCH MARK DISK
 SA0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0518_SP_SET: IRON PIPE
 SA0518_STAMPING: A 204 1949
 SA0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0518
 SA0518  HISTORY     - Date     Condition        Report By
 SA0518  HISTORY     - 1949     MONUMENTED       CGS
 SA0518  HISTORY     - 1952     GOOD             NGS
 SA0518  HISTORY     - 19900618 POOR             USPSQD
 SA0518  HISTORY     - 20040531 POOR             GEOCAC
 SA0518
 SA0518                          STATION DESCRIPTION
 SA0518
 SA0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SA0518'8.7 MI NE FROM ATTALIA.
 SA0518'8.7 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0518'STATION AT ATTALIA, AT SLATER SIDING, 132.5 FEET NORTH OF THE RAILROAD
 SA0518'SIGN SLATTE, 77 FEET NORTH OF THE CENTER LINE OF A GRADE CROSSING, 33
 SA0518'FEET SOUTHWEST OF A FENCE CORNER POST, 12.4 FEET EAST OF THE EAST RAIL
 SA0518'OF THE MAIN TRACK, 9.8 FEET NORTHEAST OF MILE POST 21, 4.1 FEET SOUTH
 SA0518'OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND BRAZED ON THE TOP
 SA0518'OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
 SA0518
 SA0518                          STATION RECOVERY (1990)
 SA0518
 SA0518'RECOVERY NOTE BY US POWER SQUADRON 1990 (AJ)
 SA0518'MARK RECOVERED IN POOR CONDITION.
 SA0518
 SA0518                          STATION RECOVERY (2004)
 SA0518
 SA0518'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0518'FOUND IN POOR VISUAL CONDITION YET REMAINING STABLE. NORTHERN PACIFIC
 SA0518'RAILWAY TRACK HAS BEEN TORN OUT. NO WITNESS POST PRESENT. GRAVEL
 SA0518'ROADWAY WINDS OVER AND ALONG OLD TRACK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0958 ***********************************************************************
 SV0958  DESIGNATION -  A 205
 SV0958  PID         -  SV0958
 SV0958  STATE/COUNTY-  WA/LINCOLN
 SV0958  USGS QUAD   -  LONG LAKE (1973)
 SV0958
 SV0958                         *CURRENT SURVEY CONTROL
 SV0958  ___________________________________________________________________
 SV0958* NAD 83(1986)-  47 46 49.     (N)    117 50 32.     (W)     SCALED    
 SV0958* NAVD 88     -       739.044  (meters)    2424.68   (feet)  ADJUSTED  
 SV0958  ___________________________________________________________________
 SV0958  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SV0958  DYNAMIC HT  -         739.084 (meters)    2424.81  (feet)  COMP
 SV0958  MODELED GRAV-     980,641.8   (mgal)                       NAVD 88
 SV0958
 SV0958  VERT ORDER  -  SECOND    CLASS 0
 SV0958
 SV0958.The horizontal coordinates were scaled from a topographic map and have
 SV0958.an estimated accuracy of +/- 6 seconds.
 SV0958
 SV0958.The orthometric height was determined by differential leveling
 SV0958.and adjusted by the National Geodetic Survey in June 1991..
 SV0958
 SV0958.The geoid height was determined by GEOID03.
 SV0958
 SV0958.The dynamic height is computed by dividing the NAVD 88
 SV0958.geopotential number by the normal gravity value computed on the
 SV0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0958.degrees latitude (g = 980.6199 gals.).
 SV0958
 SV0958.The modeled gravity was interpolated from observed gravity values.
 SV0958
 SV0958;                    North         East    Units  Estimated Accuracy
 SV0958;SPC WA N     -    91,110.      724,090.      MT  (+/- 180 meters Scaled)
 SV0958
 SV0958                          SUPERSEDED SURVEY CONTROL
 SV0958
 SV0958  NGVD 29 (??/??/92)  737.85   (m)         2420.8    (f) COMPUTED    2 0
 SV0958
 SV0958.Superseded values are not recommended for survey control.
 SV0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0958.See file dsdata.txt to determine how the superseded data were derived.
 SV0958
 SV0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN369922(NAD 83)
 SV0958_MARKER: DB = BENCH MARK DISK
 SV0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0958_STAMPING: A 205 1960
 SV0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0958+STABILITY: SURFACE MOTION
 SV0958
 SV0958  HISTORY     - Date     Condition        Report By
 SV0958  HISTORY     - 1960     MONUMENTED       CGS
 SV0958
 SV0958                          STATION DESCRIPTION
 SV0958
 SV0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SV0958'8.85 MI N FROM REARDAN.
 SV0958'0.1 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SV0958'REARDAN, THENCE 4.3 MILES NORTH ALONG THE SPRINGDALE ROAD, THENCE 1.85
 SV0958'MILES NORTH AND NORTHEAST ALONG THE CRESCENT ROAD, THENCE 0.75 MILE
 SV0958'EAST ALONG THE CRESCENT ROAD, THENCE 1.85 MILES NORTH ALONG THE
 SV0958'CRESCENT ROAD, 28 FEET WEST OF CENTERLINE OF CRESCENT ROAD, 1.2 FEET
 SV0958'EAST OF POWER POLE, 1.9 FEET SOUTH OF METAL WITNESS POST, SET IN A
 SV0958'ROUND CONCRETE POST PROJECTING 5 INCHES, 1 FOOT HIGHER THAN CRESCENT
 SV0958'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0899 ***********************************************************************
 SA0899  DESIGNATION -  A 211
 SA0899  PID         -  SA0899
 SA0899  STATE/COUNTY-  WA/FRANKLIN
 SA0899  USGS QUAD   -  PASCO (1992)
 SA0899
 SA0899                         *CURRENT SURVEY CONTROL
 SA0899  ___________________________________________________________________
 SA0899* NAD 83(1986)-  46 12 56.     (N)    119 01 34.     (W)     SCALED    
 SA0899* NAVD 88     -       106.809  (meters)     350.42   (feet)  ADJUSTED  
 SA0899  ___________________________________________________________________
 SA0899  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA0899  DYNAMIC HT  -         106.812 (meters)     350.43  (feet)  COMP
 SA0899  MODELED GRAV-     980,646.2   (mgal)                       NAVD 88
 SA0899
 SA0899  VERT ORDER  -  FIRST     CLASS II
 SA0899
 SA0899.The horizontal coordinates were scaled from a topographic map and have
 SA0899.an estimated accuracy of +/- 6 seconds.
 SA0899
 SA0899.The orthometric height was determined by differential leveling
 SA0899.and adjusted by the National Geodetic Survey in June 1991..
 SA0899
 SA0899.The geoid height was determined by GEOID03.
 SA0899
 SA0899.The dynamic height is computed by dividing the NAVD 88
 SA0899.geopotential number by the normal gravity value computed on the
 SA0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0899.degrees latitude (g = 980.6199 gals.).
 SA0899
 SA0899.The modeled gravity was interpolated from observed gravity values.
 SA0899
 SA0899;                    North         East    Units  Estimated Accuracy
 SA0899;SPC WA S     -    99,120.      613,710.      MT  (+/- 180 meters Scaled)
 SA0899
 SA0899                          SUPERSEDED SURVEY CONTROL
 SA0899
 SA0899  NGVD 29 (??/??/92)  105.784  (m)          347.06   (f) ADJ UNCH    1 2
 SA0899
 SA0899.Superseded values are not recommended for survey control.
 SA0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0899.See file dsdata.txt to determine how the superseded data were derived.
 SA0899
 SA0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM437199(NAD 83)
 SA0899_MARKER: DD = SURVEY DISK
 SA0899_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0899_SP_SET: PIER
 SA0899_STAMPING: A 211 1945
 SA0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0899
 SA0899  HISTORY     - Date     Condition        Report By
 SA0899  HISTORY     - 1945     MONUMENTED       DOD
 SA0899  HISTORY     - 1951     GOOD             NGS
 SA0899
 SA0899                          STATION DESCRIPTION
 SA0899
 SA0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 SA0899'1.8 MI NW FROM BRUBANK.
 SA0899'0.1 MILE NORTH ALONG THE OLD U. S. HIGHWAY 410 FROM THE POST OFFICE AT
 SA0899'BURBANK, THENCE 0.4 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.5 MILE
 SA0899'NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY (CROSSING RAILROAD BRIDGE
 SA0899'3) THENCE 0.8 MILE NORTH ALONG THE SPOKANE, PORTLAND AND SEATTLE
 SA0899'RAILWAY, AT THE WEST END OF OLD HIGHWAY BRIDGE OVER THE SNAKE RIVER,
 SA0899'AND SET IN THE TOP OF THE NORTHWEST CORNER OF THE WEST CONCRETE PIER,
 SA0899'16.5 FEET EAST OF THE EAST RAIL, AND ABOUT 2 1/2 FEET LOWER THAN THE
 SA0899'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0480 ***********************************************************************
 SA0480  DESIGNATION -  A 212
 SA0480  PID         -  SA0480
 SA0480  STATE/COUNTY-  WA/FRANKLIN
 SA0480  USGS QUAD   -  ELWOOD (1991)
 SA0480
 SA0480                         *CURRENT SURVEY CONTROL
 SA0480  ___________________________________________________________________
 SA0480* NAD 83(1986)-  46 29 20.     (N)    118 37 28.     (W)     SCALED    
 SA0480* NAVD 88     -       154.268  (meters)     506.13   (feet)  ADJUSTED  
 SA0480  ___________________________________________________________________
 SA0480  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SA0480  DYNAMIC HT  -         154.267 (meters)     506.12  (feet)  COMP
 SA0480  MODELED GRAV-     980,611.2   (mgal)                       NAVD 88
 SA0480
 SA0480  VERT ORDER  -  SECOND    CLASS 0
 SA0480
 SA0480.The horizontal coordinates were scaled from a topographic map and have
 SA0480.an estimated accuracy of +/- 6 seconds.
 SA0480
 SA0480.The orthometric height was determined by differential leveling
 SA0480.and adjusted by the National Geodetic Survey in June 1991..
 SA0480
 SA0480.The geoid height was determined by GEOID03.
 SA0480
 SA0480.The dynamic height is computed by dividing the NAVD 88
 SA0480.geopotential number by the normal gravity value computed on the
 SA0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0480.degrees latitude (g = 980.6199 gals.).
 SA0480
 SA0480.The modeled gravity was interpolated from observed gravity values.
 SA0480
 SA0480;                    North         East    Units  Estimated Accuracy
 SA0480;SPC WA S     -   130,150.      643,980.      MT  (+/- 180 meters Scaled)
 SA0480
 SA0480                          SUPERSEDED SURVEY CONTROL
 SA0480
 SA0480  NGVD 29 (??/??/92)  153.255  (m)          502.80   (f) ADJ UNCH    2 0
 SA0480
 SA0480.Superseded values are not recommended for survey control.
 SA0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0480.See file dsdata.txt to determine how the superseded data were derived.
 SA0480
 SA0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM753496(NAD 83)
 SA0480_MARKER: DD = SURVEY DISK
 SA0480_SETTING: 66 = SET IN ROCK OUTCROP
 SA0480_SP_SET: OUTCROP
 SA0480_STAMPING: A 212 1945
 SA0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0480+STABILITY: POSITION/ELEVATION WELL
 SA0480
 SA0480  HISTORY     - Date     Condition        Report By
 SA0480  HISTORY     - 1945     MONUMENTED       DOD
 SA0480  HISTORY     - 1961     GOOD             NGS
 SA0480
 SA0480                          STATION DESCRIPTION
 SA0480
 SA0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0480'8.2 MI NE FROM SNAKE RIVER.
 SA0480'0.15 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 SA0480'FROM THE STATION AT SNAKE RIVER, THENCE 8.05 MILES NORTHEAST ALONG THE
 SA0480'NORTHERN PACIFIC RAILWAY, 6 RAILS SOUTH OF MILEPOST 8, IN THE TOP OF
 SA0480'AN OUTCROP, 35 FEET WEST OF THE WEST RAIL, ABOUT 3 FEET ABOVE THE
 SA0480'GROUND, AND 3 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1204 ***********************************************************************
 RZ1204  DESIGNATION -  A 213
 RZ1204  PID         -  RZ1204
 RZ1204  STATE/COUNTY-  WA/WHITMAN
 RZ1204  USGS QUAD   -  CENTRAL FERRY (1981)
 RZ1204
 RZ1204                         *CURRENT SURVEY CONTROL
 RZ1204  ___________________________________________________________________
 RZ1204* NAD 83(1986)-  46 39 48.     (N)    117 45 58.     (W)     SCALED    
 RZ1204* NAVD 88     -       181.19   (+/-2cm)     594.5    (feet)  VERTCON   
 RZ1204  ___________________________________________________________________
 RZ1204  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 RZ1204
 RZ1204  VERT ORDER  -  ? (See Below)
 RZ1204
 RZ1204.The horizontal coordinates were scaled from a topographic map and have
 RZ1204.an estimated accuracy of +/- 6 seconds.
 RZ1204
 RZ1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1204.The vertical order pertains to the NGVD 29 superseded value.
 RZ1204
 RZ1204.The geoid height was determined by GEOID03.
 RZ1204
 RZ1204;                    North         East    Units  Estimated Accuracy
 RZ1204;SPC WA S     -   151,460.      709,170.      MT  (+/- 180 meters Scaled)
 RZ1204
 RZ1204                          SUPERSEDED SURVEY CONTROL
 RZ1204
 RZ1204  NGVD 29 (??/??/92)  180.199  (m)          591.20   (f) ADJ UNCH    ?  
 RZ1204
 RZ1204.Superseded values are not recommended for survey control.
 RZ1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1204.See file dsdata.txt to determine how the superseded data were derived.
 RZ1204
 RZ1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM413680(NAD 83)
 RZ1204_MARKER: DD = SURVEY DISK
 RZ1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1204_STAMPING: A 213 1945
 RZ1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1204+STABILITY: SURFACE MOTION
 RZ1204
 RZ1204  HISTORY     - Date     Condition        Report By
 RZ1204  HISTORY     - 1945     MONUMENTED       DOD
 RZ1204  HISTORY     - 1969     GOOD             USGS
 RZ1204
 RZ1204                          STATION DESCRIPTION
 RZ1204
 RZ1204'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RZ1204'IN PURRINGTON.
 RZ1204'AT PURRINGTON, AT MILEAGE 18.95, 300 FEET SOUTHEAST OF MILEAGE 19.00,
 RZ1204'112 FEET NORTH OF A ROAD CROSSING, 48 FEET EAST OF THE UNION PACIFIC
 RZ1204'(CAMAS PRAIRIE) RAILROAD TRACK, 35 FEET SOUTHEAST OF PURRINGTON
 RZ1204'RAILROAD SIGN, 2 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 1 FOOT
 RZ1204'NORTH OF A WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE
 RZ1204'POST.  NOTE-- THIS MARK WILL BE INUNDATED WHEN THE GATES OF THE LITTLE
 RZ1204'GOOSE DAM ARE CLOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0757 ***********************************************************************
 RZ0757  DESIGNATION -  A 214
 RZ0757  PID         -  RZ0757
 RZ0757  STATE/COUNTY-  WA/WHITMAN
 RZ0757  USGS QUAD   -  GRANITE POINT (1975)
 RZ0757
 RZ0757                         *CURRENT SURVEY CONTROL
 RZ0757  ___________________________________________________________________
 RZ0757* NAD 83(1986)-  46 36 31.     (N)    117 22 03.     (W)     SCALED    
 RZ0757* NAVD 88     -       204.64   (+/-2cm)     671.4    (feet)  VERTCON   
 RZ0757  ___________________________________________________________________
 RZ0757  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 RZ0757
 RZ0757  VERT ORDER  -  ? (See Below)
 RZ0757
 RZ0757.The horizontal coordinates were scaled from a topographic map and have
 RZ0757.an estimated accuracy of +/- 6 seconds.
 RZ0757
 RZ0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ0757.The vertical order pertains to the NGVD 29 superseded value.
 RZ0757
 RZ0757.The geoid height was determined by GEOID03.
 RZ0757
 RZ0757;                    North         East    Units  Estimated Accuracy
 RZ0757;SPC WA S     -   146,510.      739,900.      MT  (+/- 180 meters Scaled)
 RZ0757
 RZ0757                          SUPERSEDED SURVEY CONTROL
 RZ0757
 RZ0757  NGVD 29 (??/??/92)  203.581  (m)          667.92   (f) ADJ UNCH    ?  
 RZ0757
 RZ0757.Superseded values are not recommended for survey control.
 RZ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0757.See file dsdata.txt to determine how the superseded data were derived.
 RZ0757
 RZ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM718617(NAD 83)
 RZ0757_MARKER: DD = SURVEY DISK
 RZ0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0757_SP_SET: ABUTMENT
 RZ0757_STAMPING: A 214 1945
 RZ0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0757
 RZ0757  HISTORY     - Date     Condition        Report By
 RZ0757  HISTORY     - 1945     MONUMENTED       DOD
 RZ0757
 RZ0757                          STATION DESCRIPTION
 RZ0757
 RZ0757'DESCRIBED BY US DEPARTMENT OF DEFENSE 1945
 RZ0757'1.3 MI SE FROM CRUM.
 RZ0757'1.3 MILE SOUTHEAST ALONG THE UNION PACIFIC (CAMAS PRAIRIE) RAILROAD
 RZ0757'FROM CRUM, WHITMAN COUNTY, AT MILEAGE 45.20, AT THE NORTHWEST CORNER
 RZ0757'OF A CONCRETE CULVERT, 11 FEET NORTHEAST OF THE TRACK, 4 FEET EAST OF
 RZ0757'A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A BRIDGE ABUTMENT.  A
 RZ0757'U.S.C. AND G.S. STANDARD DISK, STAMPED A 214 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1019 ***********************************************************************
 RZ1019  DESIGNATION -  A 215
 RZ1019  PID         -  RZ1019
 RZ1019  STATE/COUNTY-  WA/WHITMAN
 RZ1019  USGS QUAD   -  CLARKSTON (1971)
 RZ1019
 RZ1019                         *CURRENT SURVEY CONTROL
 RZ1019  ___________________________________________________________________
 RZ1019* NAD 83(1986)-  46 25 33.     (N)    117 04 33.     (W)     SCALED    
 RZ1019* NAVD 88     -       227.46   (+/-2cm)     746.3    (feet)  VERTCON   
 RZ1019  ___________________________________________________________________
 RZ1019  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 RZ1019
 RZ1019  VERT ORDER  -  ? (See Below)
 RZ1019
 RZ1019.The horizontal coordinates were scaled from a topographic map and have
 RZ1019.an estimated accuracy of +/- 6 seconds.
 RZ1019
 RZ1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1019.The vertical order pertains to the NGVD 29 superseded value.
 RZ1019
 RZ1019.The geoid height was determined by GEOID03.
 RZ1019
 RZ1019;                    North         East    Units  Estimated Accuracy
 RZ1019;SPC WA S     -   127,140.      763,100.      MT  (+/- 180 meters Scaled)
 RZ1019
 RZ1019                          SUPERSEDED SURVEY CONTROL
 RZ1019
 RZ1019  NGVD 29 (??/??/92)  226.466  (m)          743.00   (f) ADJ UNCH    ?  
 RZ1019
 RZ1019.Superseded values are not recommended for survey control.
 RZ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1019.See file dsdata.txt to determine how the superseded data were derived.
 RZ1019
 RZ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM941413(NAD 83)
 RZ1019_MARKER: S = SPIKE
 RZ1019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ1019_SP_SET: ABUTMENT
 RZ1019_STAMPING: A 215 1945
 RZ1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1019
 RZ1019  HISTORY     - Date     Condition        Report By
 RZ1019  HISTORY     - 1945     MONUMENTED       DOD
 RZ1019
 RZ1019                          STATION DESCRIPTION
 RZ1019
 RZ1019'DESCRIBED BY US DEPARTMENT OF DEFENSE 1945
 RZ1019'IN TRANSFER.
 RZ1019'IN WHITMAN COUNTY, WASHINGTON, 2.3 MILES WEST ALONG THE UNION PACIFIC
 RZ1019'(CAMAS PRAIRIE) RAILROAD FROM TRANSFER, NEZ PERCE COUNTY, IDAHO, AT
 RZ1019'MILEAGE 68.67, 300 FEET EAST OF THE EAST END OF A CURVE, 10 FEET WEST
 RZ1019'OF THE TRACK, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND IN THE
 RZ1019'TOP OF THE ABUTMENT AT THE SOUTHWEST CORNER OF A CONCRETE BRIDGE.  A
 RZ1019'RAILROAD SPIKE, STAMPED A 215 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0368 ***********************************************************************
 TP0368  DESIGNATION -  A 22
 TP0368  PID         -  TP0368
 TP0368  STATE/COUNTY-  WA/OKANOGAN
 TP0368  USGS QUAD   -  ELLISFORDE (1982)
 TP0368
 TP0368                         *CURRENT SURVEY CONTROL
 TP0368  ___________________________________________________________________
 TP0368* NAD 83(1986)-  48 49 09.     (N)    119 24 10.     (W)     SCALED    
 TP0368* NAVD 88     -       281.996  (meters)     925.18   (feet)  ADJUSTED  
 TP0368  ___________________________________________________________________
 TP0368  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 TP0368  DYNAMIC HT  -         282.047 (meters)     925.35  (feet)  COMP
 TP0368  MODELED GRAV-     980,787.5   (mgal)                       NAVD 88
 TP0368
 TP0368  VERT ORDER  -  FIRST     CLASS II
 TP0368
 TP0368.The horizontal coordinates were scaled from a topographic map and have
 TP0368.an estimated accuracy of +/- 6 seconds.
 TP0368
 TP0368.The orthometric height was determined by differential leveling
 TP0368.and adjusted by the National Geodetic Survey in June 1991..
 TP0368.WARNING-Repeat measurements at this control monument indicate possible
 TP0368.vertical movement.
 TP0368
 TP0368.The geoid height was determined by GEOID03.
 TP0368
 TP0368.The dynamic height is computed by dividing the NAVD 88
 TP0368.geopotential number by the normal gravity value computed on the
 TP0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0368.degrees latitude (g = 980.6199 gals.).
 TP0368
 TP0368.The modeled gravity was interpolated from observed gravity values.
 TP0368
 TP0368;                    North         East    Units  Estimated Accuracy
 TP0368;SPC WA N     -   203,250.      605,050.      MT  (+/- 180 meters Scaled)
 TP0368
 TP0368                          SUPERSEDED SURVEY CONTROL
 TP0368
 TP0368  NGVD 29 (??/??/92)  280.695  (m)          920.91   (f) ADJ UNCH    1 2
 TP0368
 TP0368.Superseded values are not recommended for survey control.
 TP0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0368.See file dsdata.txt to determine how the superseded data were derived.
 TP0368
 TP0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ236101(NAD 83)
 TP0368_MARKER: DB = BENCH MARK DISK
 TP0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0368_STAMPING: A 22 1931 921.209
 TP0368_MARK LOGO: CGS   
 TP0368_PROJECTION: PROJECTING 12 CENTIMETERS
 TP0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0368+STABILITY: SURFACE MOTION
 TP0368
 TP0368  HISTORY     - Date     Condition        Report By
 TP0368  HISTORY     - 1931     MONUMENTED       CGS
 TP0368  HISTORY     - 1959     GOOD             NGS
 TP0368  HISTORY     - 1964     GOOD             LOCENG
 TP0368  HISTORY     - 1981     GOOD             NGS
 TP0368
 TP0368                          STATION DESCRIPTION
 TP0368
 TP0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0368'8.15 MI N FROM TONASKET.
 TP0368'8.15 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TP0368'TONASKET, 194 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF A
 TP0368'PRIVATE ROAD, 99 FEET NORTHEAST AND ACROSS THE TRACK FROM THE SEVENTH
 TP0368'TELEGRAPH POLE NORTH OF MILEPOST 128, 40.9 FEET EAST OF THE EAST RAIL,
 TP0368'47 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 97, 61 FEET SOUTHEAST
 TP0368'OF THE SOUTHEAST CORNER OF A SMALL RAILROAD BRIDGE, 1.2 FEET EAST OF A
 TP0368'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 TP0368'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TP0368
 TP0368                          STATION RECOVERY (1964)
 TP0368
 TP0368'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 TP0368'RECOVERED IN GOOD CONDITION.
 TP0368
 TP0368                          STATION RECOVERY (1981)
 TP0368
 TP0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0368'13.1 KM (8.15 MI) NORTH ALONG US HIGHWAY 97 FROM THE NORTH VALLEY
 TP0368'HOSPITAL IN TONASKET, 14.3 KM (8.85 MI) SOUTH OF OROVILLE, 0.1 KM
 TP0368'(0.05 MI) NORTHEAST OF THE Y JUNCTION OF A PAVED ROAD LEADING
 TP0368'NORTHEAST, 0.3 KM (0.2 MI) NORTH OF MILEPOST 323, 14.3 METERS (47 FT)
 TP0368'WEST OF THE CENTERLINE OF THE HIGHWAY, 12.3 METERS (40.9 FT) EAST OF
 TP0368'THE EAST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 18.6 METERS (61 FT)
 TP0368'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL RAILROAD BRIDGE, 54.1
 TP0368'METERS (194 FT) SOUTHEAST OF THE CENTERLINE OF A PRIVATE ROAD LEADING
 TP0368'ACROSS THE RAILROAD, 14.6 METERS (48 FT) NORTH-NORTHEAST OF THE SOUTH
 TP0368'END OF A SHORT STEEL GUARD RAIL.
 TP0368'THE MARK IS 0.35 METERS  E FROM A WITNESS POST.
 TP0368'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0004 ***********************************************************************
 TP0004  DESIGNATION -  A 23
 TP0004  PID         -  TP0004
 TP0004  STATE/COUNTY-  WA/FERRY
 TP0004  USGS QUAD   -  LAURIER (1992)
 TP0004
 TP0004                         *CURRENT SURVEY CONTROL
 TP0004  ___________________________________________________________________
 TP0004* NAD 83(1986)-  48 57 47.     (N)    118 13 01.     (W)     SCALED    
 TP0004* NAVD 88     -       477.953  (meters)    1568.08   (feet)  ADJUSTED  
 TP0004  ___________________________________________________________________
 TP0004  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 TP0004  DYNAMIC HT  -         478.035 (meters)    1568.35  (feet)  COMP
 TP0004  MODELED GRAV-     980,768.7   (mgal)                       NAVD 88
 TP0004
 TP0004  VERT ORDER  -  FIRST     CLASS II
 TP0004
 TP0004.The horizontal coordinates were scaled from a topographic map and have
 TP0004.an estimated accuracy of +/- 6 seconds.
 TP0004
 TP0004.The orthometric height was determined by differential leveling
 TP0004.and adjusted by the National Geodetic Survey in June 1991..
 TP0004
 TP0004.The geoid height was determined by GEOID03.
 TP0004
 TP0004.The dynamic height is computed by dividing the NAVD 88
 TP0004.geopotential number by the normal gravity value computed on the
 TP0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0004.degrees latitude (g = 980.6199 gals.).
 TP0004
 TP0004.The modeled gravity was interpolated from observed gravity values.
 TP0004
 TP0004;                    North         East    Units  Estimated Accuracy
 TP0004;SPC WA N     -   221,530.      691,560.      MT  (+/- 180 meters Scaled)
 TP0004
 TP0004                          SUPERSEDED SURVEY CONTROL
 TP0004
 TP0004  NGVD 29 (??/??/92)  476.688  (m)         1563.93   (f) ADJ UNCH    1 2
 TP0004
 TP0004.Superseded values are not recommended for survey control.
 TP0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0004.See file dsdata.txt to determine how the superseded data were derived.
 TP0004
 TP0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ109240(NAD 83)
 TP0004_MARKER: DB = BENCH MARK DISK
 TP0004_SETTING: 66 = SET IN ROCK OUTCROP
 TP0004_SP_SET: OUTCROP
 TP0004_STAMPING: A-23 1931
 TP0004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0004+STABILITY: POSITION/ELEVATION WELL
 TP0004
 TP0004  HISTORY     - Date     Condition        Report By
 TP0004  HISTORY     - 1931     MONUMENTED       CGS
 TP0004
 TP0004                          STATION DESCRIPTION
 TP0004
 TP0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 TP0004'2.8 MI S FROM LAURIER.
 TP0004'2.8 MILES SOUTH OF LAURIER ALONG THE GT. NORTHERN R.R., 0.4 MILES
 TP0004'SOUTH OF MILE POST 25, IN ROCK OUTCROP AT PEAK OF SLOPING LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0761 ***********************************************************************
 SV0761  DESIGNATION -  A 232
 SV0761  PID         -  SV0761
 SV0761  STATE/COUNTY-  WA/SPOKANE
 SV0761  USGS QUAD   -  CHATTAROY (1973)
 SV0761
 SV0761                         *CURRENT SURVEY CONTROL
 SV0761  ___________________________________________________________________
 SV0761* NAD 83(1986)-  47 57 27.     (N)    117 20 05.     (W)     SCALED    
 SV0761* NAVD 88     -       538.030  (meters)    1765.19   (feet)  ADJUSTED  
 SV0761  ___________________________________________________________________
 SV0761  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 SV0761  DYNAMIC HT  -         538.081 (meters)    1765.35  (feet)  COMP
 SV0761  MODELED GRAV-     980,689.7   (mgal)                       NAVD 88
 SV0761
 SV0761  VERT ORDER  -  FIRST     CLASS II
 SV0761
 SV0761.The horizontal coordinates were scaled from a topographic map and have
 SV0761.an estimated accuracy of +/- 6 seconds.
 SV0761
 SV0761.The orthometric height was determined by differential leveling
 SV0761.and adjusted by the National Geodetic Survey in June 1991..
 SV0761
 SV0761.The geoid height was determined by GEOID03.
 SV0761
 SV0761.The dynamic height is computed by dividing the NAVD 88
 SV0761.geopotential number by the normal gravity value computed on the
 SV0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0761.degrees latitude (g = 980.6199 gals.).
 SV0761
 SV0761.The modeled gravity was interpolated from observed gravity values.
 SV0761
 SV0761;                    North         East    Units  Estimated Accuracy
 SV0761;SPC WA N     -   112,400.      761,200.      MT  (+/- 180 meters Scaled)
 SV0761
 SV0761                          SUPERSEDED SURVEY CONTROL
 SV0761
 SV0761  NGVD 29 (??/??/92)  536.865  (m)         1761.36   (f) ADJ UNCH    1 2
 SV0761
 SV0761.Superseded values are not recommended for survey control.
 SV0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0761.See file dsdata.txt to determine how the superseded data were derived.
 SV0761
 SV0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP750116(NAD 83)
 SV0761_MARKER: DB = BENCH MARK DISK
 SV0761_SETTING: 80 = SET IN A BOULDER
 SV0761_STAMPING: A 232 1942
 SV0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0761+STABILITY: SURFACE MOTION
 SV0761
 SV0761  HISTORY     - Date     Condition        Report By
 SV0761  HISTORY     - 1942     MONUMENTED       CGS
 SV0761  HISTORY     - 1965     GOOD             NGS
 SV0761
 SV0761                          STATION DESCRIPTION
 SV0761
 SV0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 SV0761'0.8 MI S FROM MILAN.
 SV0761'ALONG THE GREAT NORTHERN RAILROAD, OPPOSITE MILE-POST 1454, 80 FEET
 SV0761'EAST OF TRACK, 40 FEET EAST OF FENCE.
 SV0761
 SV0761                          STATION RECOVERY (1965)
 SV0761
 SV0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0364 ***********************************************************************
 TO0364  DESIGNATION -  A 233
 TO0364  PID         -  TO0364
 TO0364  STATE/COUNTY-  WA/PEND OREILLE
 TO0364  USGS QUAD   -  NEWPORT (1986)
 TO0364
 TO0364                         *CURRENT SURVEY CONTROL
 TO0364  ___________________________________________________________________
 TO0364* NAD 83(1986)-  48 10 50.     (N)    117 02 47.     (W)     SCALED    
 TO0364* NAVD 88     -       658.095  (meters)    2159.10   (feet)  ADJUSTED  
 TO0364  ___________________________________________________________________
 TO0364  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 TO0364  DYNAMIC HT  -         658.158 (meters)    2159.31  (feet)  COMP
 TO0364  MODELED GRAV-     980,685.8   (mgal)                       NAVD 88
 TO0364
 TO0364  VERT ORDER  -  FIRST     CLASS II
 TO0364
 TO0364.The horizontal coordinates were scaled from a topographic map and have
 TO0364.an estimated accuracy of +/- 6 seconds.
 TO0364
 TO0364.The orthometric height was determined by differential leveling
 TO0364.and adjusted by the National Geodetic Survey in June 1991..
 TO0364
 TO0364.The geoid height was determined by GEOID03.
 TO0364
 TO0364.The dynamic height is computed by dividing the NAVD 88
 TO0364.geopotential number by the normal gravity value computed on the
 TO0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0364.degrees latitude (g = 980.6199 gals.).
 TO0364
 TO0364.The modeled gravity was interpolated from observed gravity values.
 TO0364
 TO0364;                    North         East    Units  Estimated Accuracy
 TO0364;SPC WA N     -   138,180.      781,490.      MT  (+/- 180 meters Scaled)
 TO0364
 TO0364                          SUPERSEDED SURVEY CONTROL
 TO0364
 TO0364.No superseded survey control is available for this station.
 TO0364
 TO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP965363(NAD 83)
 TO0364_MARKER: DB = BENCH MARK DISK
 TO0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TO0364_SP_SET: BUILDING
 TO0364_STAMPING: A 233 1942
 TO0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0364
 TO0364  HISTORY     - Date     Condition        Report By
 TO0364  HISTORY     - 1942     MONUMENTED       CGS
 TO0364  HISTORY     - 1980     GOOD             NGS
 TO0364
 TO0364                          STATION DESCRIPTION
 TO0364
 TO0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0364'IN NEWPORT.
 TO0364'IN THE NORTHEAST CORNER OF BUILDING OF THE NEWPORT HIGH SCHOOL, 3 FEET
 TO0364'SOUTH OF CORNER OF BUILDING AND 2 FEET ABOVE THE GROUND.
 TO0364
 TO0364                          STATION RECOVERY (1980)
 TO0364
 TO0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0364'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-THIS MARK WILL
 TO0364'BE LEVELED TO THIS SURVEY FOR A CHECK BUT WILL BE DESTROYED AFTER
 TO0364'BECAUSE THE BUILDING IS GOING TO BE TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0392 ***********************************************************************
 TO0392  DESIGNATION -  A 234
 TO0392  PID         -  TO0392
 TO0392  STATE/COUNTY-  WA/PEND OREILLE
 TO0392  USGS QUAD   -  JARED (1992)
 TO0392
 TO0392                         *CURRENT SURVEY CONTROL
 TO0392  ___________________________________________________________________
 TO0392* NAD 83(1986)-  48 27 16.     (N)    117 19 35.     (W)     SCALED    
 TO0392* NAVD 88     -       627.729  (meters)    2059.47   (feet)  ADJUSTED  
 TO0392  ___________________________________________________________________
 TO0392  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 TO0392  DYNAMIC HT  -         627.800 (meters)    2059.71  (feet)  COMP
 TO0392  MODELED GRAV-     980,705.2   (mgal)                       NAVD 88
 TO0392
 TO0392  VERT ORDER  -  FIRST     CLASS II
 TO0392
 TO0392.The horizontal coordinates were scaled from a topographic map and have
 TO0392.an estimated accuracy of +/- 6 seconds.
 TO0392
 TO0392.The orthometric height was determined by differential leveling
 TO0392.and adjusted by the National Geodetic Survey in June 1991..
 TO0392
 TO0392.The geoid height was determined by GEOID03.
 TO0392
 TO0392.The dynamic height is computed by dividing the NAVD 88
 TO0392.geopotential number by the normal gravity value computed on the
 TO0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0392.degrees latitude (g = 980.6199 gals.).
 TO0392
 TO0392.The modeled gravity was interpolated from observed gravity values.
 TO0392
 TO0392;                    North         East    Units  Estimated Accuracy
 TO0392;SPC WA N     -   167,620.      759,300.      MT  (+/- 180 meters Scaled)
 TO0392
 TO0392                          SUPERSEDED SURVEY CONTROL
 TO0392
 TO0392.No superseded survey control is available for this station.
 TO0392
 TO0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP758668(NAD 83)
 TO0392_MARKER: DB = BENCH MARK DISK
 TO0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0392_STAMPING: A 234 1942
 TO0392_MARK LOGO: CGS   
 TO0392_PROJECTION: PROJECTING 6 CENTIMETERS
 TO0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0392+STABILITY: SURFACE MOTION
 TO0392
 TO0392  HISTORY     - Date     Condition        Report By
 TO0392  HISTORY     - 1942     MONUMENTED       CGS
 TO0392  HISTORY     - 1980     GOOD             NGS
 TO0392
 TO0392                          STATION DESCRIPTION
 TO0392
 TO0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0392'8.5 MI N FROM CUSICK.
 TO0392'125 FEET NORTHWEST OF MILE-POST 71, 60 FEET WEST OF THE CENTER OF THE
 TO0392'TRACK, 20 FEET EAST OF THE HIGHWAY, 3 FEET BELOW THE LEVEL OF THE
 TO0392'TRACK, 2 FEET EAST OF THE FENCE LINE.  WITNESS POST SET.  A DISK SET
 TO0392'IN A CONCRETE POST.
 TO0392
 TO0392                          STATION RECOVERY (1980)
 TO0392
 TO0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0392'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 TO0392'41.2 KILOMETERS (25.65 MILES) NORTHWEST ALONG STATE HIGHWAY 20 FROM
 TO0392'THE JUNCTION OF U.S. HIGHWAY 2 IN NEWPORT, 0.5 KILOMETER (0.3 MILE)
 TO0392'NORTH OF HIGHWAY MILEPOST 411, SET BETWEEN THE HIGHWAY AND THE PEND
 TO0392'OREILLE VALLEY RAILWAY, 11.9 METERS (39.0 FEET) EAST OF THE CENTERLINE
 TO0392'OF THE HIGHWAY, 12.2 METERS (40.0 FEET) WEST OF THE WEST RAIL OF THE
 TO0392'TRACKS.
 TO0392'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TO0392'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0334 ***********************************************************************
 TO0334  DESIGNATION -  A 235
 TO0334  PID         -  TO0334
 TO0334  STATE/COUNTY-  WA/PEND OREILLE
 TO0334  USGS QUAD   -  METALINE (1992)
 TO0334
 TO0334                         *CURRENT SURVEY CONTROL
 TO0334  ___________________________________________________________________
 TO0334* NAD 83(1986)-  48 48 50.     (N)    117 23 30.     (W)     SCALED    
 TO0334* NAVD 88     -       647.717  (meters)    2125.05   (feet)  POSTED    
 TO0334  ___________________________________________________________________
 TO0334  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TO0334  DYNAMIC HT  -         647.800 (meters)    2125.32  (feet)  COMP
 TO0334  MODELED GRAV-     980,710.5   (mgal)                       NAVD 88
 TO0334
 TO0334  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TO0334
 TO0334.The horizontal coordinates were scaled from a topographic map and have
 TO0334.an estimated accuracy of +/- 6 seconds.
 TO0334
 TO0334.The orthometric height was determined by differential leveling
 TO0334.and adjusted by the National Geodetic Survey in 1992..
 TO0334.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TO0334.rate of 1.1 thru 2.0 mm/km.
 TO0334
 TO0334.The geoid height was determined by GEOID03.
 TO0334
 TO0334.The dynamic height is computed by dividing the NAVD 88
 TO0334.geopotential number by the normal gravity value computed on the
 TO0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0334.degrees latitude (g = 980.6199 gals.).
 TO0334
 TO0334.The modeled gravity was interpolated from observed gravity values.
 TO0334
 TO0334;                    North         East    Units  Estimated Accuracy
 TO0334;SPC WA N     -   207,330.      752,690.      MT  (+/- 180 meters Scaled)
 TO0334
 TO0334                          SUPERSEDED SURVEY CONTROL
 TO0334
 TO0334  NGVD 29 (??/??/92)  646.504  (m)         2121.07   (f) ADJ UNCH    1 2
 TO0334
 TO0334.Superseded values are not recommended for survey control.
 TO0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0334.See file dsdata.txt to determine how the superseded data were derived.
 TO0334
 TO0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ712068(NAD 83)
 TO0334_MARKER: DB = BENCH MARK DISK
 TO0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0334_STAMPING: A 235 1942
 TO0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0334+STABILITY: SURFACE MOTION
 TO0334
 TO0334  HISTORY     - Date     Condition        Report By
 TO0334  HISTORY     - 1942     MONUMENTED       CGS
 TO0334  HISTORY     - 1967     GOOD             USGS
 TO0334
 TO0334                          STATION DESCRIPTION
 TO0334
 TO0334'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO0334'4 MI S FROM METALINE FALLS.
 TO0334'METALINE FALLS, 4 MILES SOUTH OF POST OFFICE, ALONG CHICAGO-MILWAUKEE
 TO0334'AND PACIFIC RAILROAD, ABOUT 0.3 MILE SOUTH OF GRADE CROSSING, TWO
 TO0334'TELEPHONE POLES SOUTH OF MILE POST 101, 40 FEET WEST OF CENTERLINE OF
 TO0334'RAILROAD, 21 FEET EAST OF CENTERLINE OF DIRT ROAD, AND 7 FEET WEST OF
 TO0334'NEW TELEPHONE POLE.  A DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1180 ***********************************************************************
 SA1180  DESIGNATION -  A 237
 SA1180  PID         -  SA1180
 SA1180  STATE/COUNTY-  WA/BENTON
 SA1180  USGS QUAD   -  PROSSER (1965)
 SA1180
 SA1180                         *CURRENT SURVEY CONTROL
 SA1180  ___________________________________________________________________
 SA1180* NAD 83(1998)-  46 11 28.79166(N)    119 49 00.15517(W)     ADJUSTED  
 SA1180* NAVD 88     -       205.271  (meters)     673.46   (feet)  ADJUSTED  
 SA1180  ___________________________________________________________________
 SA1180  X           -  -2,199,297.056 (meters)                     COMP
 SA1180  Y           -  -3,837,593.505 (meters)                     COMP
 SA1180  Z           -   4,580,128.112 (meters)                     COMP
 SA1180  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 SA1180  ELLIP HEIGHT-         184.03  (meters)          (06/13/06) GPS OBS
 SA1180  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA1180  DYNAMIC HT  -         205.275 (meters)     673.47  (feet)  COMP
 SA1180  MODELED GRAV-     980,630.5   (mgal)                       NAVD 88
 SA1180
 SA1180  HORZ ORDER  -  FIRST
 SA1180  VERT ORDER  -  FIRST     CLASS II
 SA1180  ELLP ORDER  -  FIFTH     CLASS II
 SA1180
 SA1180.The horizontal coordinates were established by GPS observations
 SA1180.and adjusted by the DAVID EVANS + ASSOC in June 2006..
 SA1180.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA1180.DATUM ITEM on the data sheet items page.
 SA1180
 SA1180.The orthometric height was determined by differential leveling
 SA1180.and adjusted by the National Geodetic Survey in June 1991..
 SA1180
 SA1180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA1180
 SA1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1180
 SA1180.The ellipsoidal height was determined by GPS observations
 SA1180.and is referenced to NAD 83.
 SA1180
 SA1180.The geoid height was determined by GEOID03.
 SA1180
 SA1180.The dynamic height is computed by dividing the NAVD 88
 SA1180.geopotential number by the normal gravity value computed on the
 SA1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1180.degrees latitude (g = 980.6199 gals.).
 SA1180
 SA1180.The modeled gravity was interpolated from observed gravity values.
 SA1180
 SA1180;                    North         East     Units Scale Factor Converg.
 SA1180;SPC WA S     -    95,594.524   552,743.254   MT  0.99993808   +0 29 46.8
 SA1180;SPC WA S     -   313,629.70  1,813,458.49   sFT  0.99993808   +0 29 46.8
 SA1180;UTM  11      - 5,119,163.014   282,652.167   MT  1.00018075   -2 02 00.6
 SA1180
 SA1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1180!SPC WA S     -   0.99997115  x   0.99993808  =   0.99990923
 SA1180!UTM  11      -   0.99997115  x   1.00018075  =   1.00015190
 SA1180
 SA1180                          SUPERSEDED SURVEY CONTROL
 SA1180
 SA1180  NAVD 88 (06/13/06)  205.27   (m)          673.5    (f) LEVELING    3  
 SA1180  NGVD 29 (??/??/92)  204.235  (m)          670.06   (f) ADJ UNCH    1 2
 SA1180
 SA1180.Superseded values are not recommended for survey control.
 SA1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1180.See file dsdata.txt to determine how the superseded data were derived.
 SA1180
 SA1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM8265219163(NAD 83)
 SA1180_MARKER: DB = BENCH MARK DISK
 SA1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1180_STAMPING: A 237 1944
 SA1180_MARK LOGO: CGS   
 SA1180_PROJECTION: PROJECTING 10 CENTIMETERS
 SA1180_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1180+STABILITY: SURFACE MOTION
 SA1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1180+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 SA1180
 SA1180  HISTORY     - Date     Condition        Report By
 SA1180  HISTORY     - 1944     MONUMENTED       CGS
 SA1180  HISTORY     - 1962     GOOD             NGS
 SA1180  HISTORY     - 20020319 GOOD             WADT
 SA1180  HISTORY     - 20060324 GOOD             EVANS
 SA1180
 SA1180                          STATION DESCRIPTION
 SA1180
 SA1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SA1180'2.5 MI W FROM PROSSER.
 SA1180'2.5 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SA1180'PROSSER, BENTON COUNTY, 0.4 MILE WEST OF THE CROSSING OF RICHARDS
 SA1180'ROAD, 125 YARDS NORTHEAST OF A FARMHOUSE, 5 FEET SOUTH OF THE LINE OF
 SA1180'POLE AND DIRECTLY ACROSS THE TRACK, NEAR MILEPOST 43, 35.7 FEET WEST
 SA1180'OF THE FIRST TELEPHONE POLE EAST OF THE MILEPOST, 33.6 FEET SOUTH OF
 SA1180'THE SOUTH RAIL, 20.5 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD, AND
 SA1180'3-1/2 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED A
 SA1180'237 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 SA1180'ABOVE GROUND.
 SA1180
 SA1180                          STATION RECOVERY (2002)
 SA1180
 SA1180'RECOVERY NOTE BY WA DEPT OF TRANSP 2002 (ELS)
 SA1180'SET WSDOT MONUMENT GUIDE POST 50CM (1.6FT) SOUTH OF MARK.
 SA1180
 SA1180                          STATION RECOVERY (2006)
 SA1180
 SA1180'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (GED)
 SA1180'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0708 ***********************************************************************
 TR0708  DESIGNATION -  A 237
 TR0708  PID         -  TR0708
 TR0708  STATE/COUNTY-  WA/SAN JUAN
 TR0708  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0708
 TR0708                         *CURRENT SURVEY CONTROL
 TR0708  ___________________________________________________________________
 TR0708* NAD 83(1986)-  48 32 30.     (N)    123 01 23.     (W)     SCALED    
 TR0708* LOCAL TIDAL -        31.292  (meters)     102.66   (feet)  ADJ UNCH  
 TR0708  ___________________________________________________________________
 TR0708  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TR0708
 TR0708  VERT ORDER  -  THIRD
 TR0708
 TR0708.The horizontal coordinates were scaled from a topographic map and have
 TR0708.an estimated accuracy of +/- 6 seconds.
 TR0708
 TR0708.The orthometric height was key entered from printed documents
 TR0708.and not key verified.
 TR0708
 TR0708.The geoid height was determined by GEOID03.
 TR0708
 TR0708;                    North         East    Units  Estimated Accuracy
 TR0708;SPC WA N     -   173,710.      338,340.      MT  (+/- 180 meters Scaled)
 TR0708
 TR0708                          SUPERSEDED SURVEY CONTROL
 TR0708
 TR0708.No superseded survey control is available for this station.
 TR0708
 TR0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU982765(NAD 83)
 TR0708_MARKER: DB = BENCH MARK DISK
 TR0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0708_SP_SET: CONCRETE POST
 TR0708_STAMPING: A 237 1950
 TR0708_MARK LOGO: CGS   
 TR0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0708+STABILITY: SURFACE MOTION
 TR0708
 TR0708  HISTORY     - Date     Condition        Report By
 TR0708  HISTORY     - 1950     MONUMENTED       CGS
 TR0708  HISTORY     - 1981     GOOD             LOCSUR
 TR0708  HISTORY     - 19821126 GOOD             NGS
 TR0708  HISTORY     - 19900720 MARK NOT FOUND   USPSQD
 TR0708
 TR0708                          STATION DESCRIPTION
 TR0708
 TR0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TR0708'0.6 MI NW FROM FRIDAY HARBOR.
 TR0708'ABOUT 0.6 MILE NORTHWEST ALONG THE ROCHE HARBOR ROAD (TUCKER AVE.)
 TR0708'FROM THE COURTHOUSE AT FRIDAY HARBOR, AT THE JUNCTION OF THE ROAD
 TR0708'LEADING TO THE UNIVERSITY OF WASHINGTON OCEANOGRAPHIC LABORATORIES,
 TR0708'INSIDE THE SMALL ANGLE OF THE Y-JUNCTION, 33 FEET NORTHEAST OF THE
 TR0708'CENTERLINE OF THE ROCHE HARBOR ROAD, 22 FEET WEST OF THE CENTERLINE OF
 TR0708'THE ROAD LEADING TO THE LABORATORIES, 25.2 FEET SOUTHEAST OF THE
 TR0708'SOUTHWEST CORNER AND 20.7 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 TR0708'FENCE AROUND A TRANSFORMER, 3 FEET SOUTHEAST OF A WHITE WITNESS POST,
 TR0708'AND IN THE TOP OF AN 8-INCH CONCRETE PIPE FILLED WITH CONCRETE AND
 TR0708'PROJECTING 3 INCHES.
 TR0708
 TR0708                          STATION RECOVERY (1981)
 TR0708
 TR0708'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 TR0708'RECOVERED IN GOOD CONDITION.
 TR0708
 TR0708                          STATION RECOVERY (1982)
 TR0708
 TR0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TR0708'RECOVERED IN GOOD CONDITION.
 TR0708
 TR0708                          STATION RECOVERY (1990)
 TR0708
 TR0708'RECOVERY NOTE BY US POWER SQUADRON 1990 (GC)
 TR0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2732 ***********************************************************************
 TR2732  DESIGNATION -  A 237 RESET
 TR2732  PID         -  TR2732
 TR2732  STATE/COUNTY-  WA/SAN JUAN
 TR2732  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2732
 TR2732                         *CURRENT SURVEY CONTROL
 TR2732  ___________________________________________________________________
 TR2732* NAD 83(1986)-  48 32 30.     (N)    123 01 23.     (W)     SCALED    
 TR2732* NAVD 88     -        33.27   (+/-2cm)     109.2    (feet)  VERTCON   
 TR2732  ___________________________________________________________________
 TR2732  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TR2732
 TR2732  VERT ORDER  -  THIRD (See Below)
 TR2732
 TR2732.The horizontal coordinates were scaled from a topographic map and have
 TR2732.an estimated accuracy of +/- 6 seconds.
 TR2732
 TR2732.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2732.The vertical order pertains to the NGVD 29 superseded value.
 TR2732
 TR2732.The geoid height was determined by GEOID03.
 TR2732
 TR2732;                    North         East    Units  Estimated Accuracy
 TR2732;SPC WA N     -   173,710.      338,340.      MT  (+/- 180 meters Scaled)
 TR2732
 TR2732                          SUPERSEDED SURVEY CONTROL
 TR2732
 TR2732  NGVD 29 (12/17/02)   32.11   (m)          105.3    (f) RESET       3  
 TR2732
 TR2732.Superseded values are not recommended for survey control.
 TR2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2732.See file dsdata.txt to determine how the superseded data were derived.
 TR2732
 TR2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU982765(NAD 83)
 TR2732_MARKER: DB = BENCH MARK DISK
 TR2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2732_SP_SET: CONCRETE POST
 TR2732_STAMPING: A 237 RESET 1982
 TR2732_MARK LOGO: NGS   
 TR2732_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2732+STABILITY: SURFACE MOTION
 TR2732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2732+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 TR2732
 TR2732  HISTORY     - Date     Condition        Report By
 TR2732  HISTORY     - 1982     MONUMENTED       NGS
 TR2732  HISTORY     - 19950503 GOOD             USPSQD
 TR2732  HISTORY     - 20030815 GOOD             USPSQD
 TR2732  HISTORY     - 20050326 GOOD             USPSQD
 TR2732  HISTORY     - 20060401 GOOD             USPSQD
 TR2732
 TR2732                          STATION DESCRIPTION
 TR2732
 TR2732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TR2732'0.48 KM (0.30 MI) WEST ALONG GUARD STREET FROM THE COURTHOUSE IN
 TR2732'FRIDAY HARBOR TO A SIDE ROAD RIGHT, THENCE NORTH ALONG TUCKER AVE
 TR2732'(ROCHE HARBOR RD)FOR 0.48 KM (0.30 MI) TO A FORK AND THE MARK ON THE
 TR2732'LEFT IN THE LAWN AT 534 UNIVERSITY DRIVE, 20.7 M (67.9 FT) EAST OF
 TR2732'THE CENTER OF ROCHE HARBOR ROAD, 13 M (42.7 FT) NORTH OF THE CENTER
 TR2732'OF THE DRIVEWAY, 7.6 M (24.9 FT) EAST OF THE ROAD LEADING NORTH, 6.1
 TR2732'M (20.0 FT) SOUTH OF A TELEPHONE POLE.
 TR2732
 TR2732                          STATION RECOVERY (1995)
 TR2732
 TR2732'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR2732'RECOVERED IN GOOD CONDITION.
 TR2732
 TR2732                          STATION RECOVERY (2003)
 TR2732
 TR2732'RECOVERY NOTE BY US POWER SQUADRON 2003 (FAW)
 TR2732'RECOVERED AS DESCRIBED
 TR2732
 TR2732                          STATION RECOVERY (2005)
 TR2732
 TR2732'RECOVERY NOTE BY US POWER SQUADRON 2005 (SH)
 TR2732'RECOVERED IN GOOD CONDITION.
 TR2732
 TR2732                          STATION RECOVERY (2006)
 TR2732
 TR2732'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR2732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0868 ***********************************************************************
 SA0868  DESIGNATION -  A 238
 SA0868  PID         -  SA0868
 SA0868  STATE/COUNTY-  WA/BENTON
 SA0868  USGS QUAD   -  KENNEWICK (1992)
 SA0868
 SA0868                         *CURRENT SURVEY CONTROL
 SA0868  ___________________________________________________________________
 SA0868* NAD 83(1986)-  46 12 49.     (N)    119 08 23.     (W)     SCALED    
 SA0868* NAVD 88     -       121.149  (meters)     397.47   (feet)  ADJUSTED  
 SA0868  ___________________________________________________________________
 SA0868  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 SA0868  DYNAMIC HT  -         121.152 (meters)     397.48  (feet)  COMP
 SA0868  MODELED GRAV-     980,643.6   (mgal)                       NAVD 88
 SA0868
 SA0868  VERT ORDER  -  FIRST     CLASS II
 SA0868
 SA0868.The horizontal coordinates were scaled from a topographic map and have
 SA0868.an estimated accuracy of +/- 6 seconds.
 SA0868
 SA0868.The orthometric height was determined by differential leveling
 SA0868.and adjusted by the National Geodetic Survey in June 1991..
 SA0868
 SA0868.The geoid height was determined by GEOID03.
 SA0868
 SA0868.The dynamic height is computed by dividing the NAVD 88
 SA0868.geopotential number by the normal gravity value computed on the
 SA0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0868.degrees latitude (g = 980.6199 gals.).
 SA0868
 SA0868.The modeled gravity was interpolated from observed gravity values.
 SA0868
 SA0868;                    North         East    Units  Estimated Accuracy
 SA0868;SPC WA S     -    98,750.      604,950.      MT  (+/- 180 meters Scaled)
 SA0868
 SA0868                          SUPERSEDED SURVEY CONTROL
 SA0868
 SA0868  NGVD 29 (??/??/92)  120.122  (m)          394.10   (f) ADJ UNCH    1 2
 SA0868
 SA0868.Superseded values are not recommended for survey control.
 SA0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0868.See file dsdata.txt to determine how the superseded data were derived.
 SA0868
 SA0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM349200(NAD 83)
 SA0868_MARKER: DB = BENCH MARK DISK
 SA0868_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SA0868_SP_SET: BRIDGE ABUTMENT
 SA0868_STAMPING: A 238 1944
 SA0868_MARK LOGO: CGS   
 SA0868_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0868
 SA0868  HISTORY     - Date     Condition        Report By
 SA0868  HISTORY     - 1944     MONUMENTED       CGS
 SA0868  HISTORY     - 1963     GOOD             NGS
 SA0868  HISTORY     - 19920911 GOOD             CHANCE
 SA0868
 SA0868                          STATION DESCRIPTION
 SA0868
 SA0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SA0868'1.0 MI NW FROM KENNEWICK.
 SA0868'1.0 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SA0868'AT KENNEWICK, BENTON COUNTY, 0.2 MILE NORTHWEST OF MILEPOST 4, AT
 SA0868'BRIDGE NO. 3 OVER AN IRRIGATION CANAL, IN THE TOP OF THE SOUTHEAST
 SA0868'ABUTMENT, 4.7 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1 FOOT LOWER
 SA0868'THAN THE RAILROAD TRACK.  A STANDARD DISK, STAMPED A 238 1944.
 SA0868
 SA0868                          STATION RECOVERY (1992)
 SA0868
 SA0868'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (RLH)
 SA0868'THE STATION IS LOCATED IN KENNEWICK, WASHINGTON. TO REACH FROM U.S.
 SA0868'395, COLUMBIA DRIVE INTERCHANGE IN KENNEWICK, PROCEED EAST ON COLUMBIA
 SA0868'DRIVE 0.5 MI (0.80 KM) TO ITS INTERSECTION WITH FRUITLAND STREET, TURN
 SA0868'RIGHT AND PROCEED SOUTH 0.4 MI (0.64 KM) TO CANAL ROAD. TURN RIGHT AND
 SA0868'PROCEED WESTERLY ON CANAL ROAD FOR 0.7 MI (1.13 KM) TO NORTH QUINCY
 SA0868'ROAD ON THE LEFT, AND THE STATION ON THE RIGHT IN THE TOP CORNER OF
 SA0868'THE NORTHEAST ABUTMENT OF A RAILROAD BRIDGE OVER A CANAL,  4.7 FT
 SA0868'(1.43 M) NORTH OF THE NORTH RAIL, 4.6 FT (1.40 M) SOUTHWEST OF A
 SA0868'CARSONITE WITNESS POST, AND 1 FT (0.30 M) BELOW THE LEVEL OF THE
 SA0868'RAILROAD TRACK. NOTE- A WALKWAY HAS BEEN BUILT OVER THE MARK AND A
 SA0868'3X10X10 PLANK MUST BE REMOVED FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0745 ***********************************************************************
 TR0745  DESIGNATION -  A 238
 TR0745  PID         -  TR0745
 TR0745  STATE/COUNTY-  WA/SAN JUAN
 TR0745  USGS QUAD   -  ROCHE HARBOR (1994)
 TR0745
 TR0745                         *CURRENT SURVEY CONTROL
 TR0745  ___________________________________________________________________
 TR0745* NAD 83(1986)-  48 34 30.     (N)    123 08 24.     (W)     SCALED    
 TR0745* LOCAL TIDAL -        32.261  (meters)     105.84   (feet)  ADJ UNCH  
 TR0745  ___________________________________________________________________
 TR0745  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 TR0745
 TR0745  VERT ORDER  -  THIRD
 TR0745
 TR0745.The horizontal coordinates were scaled from a topographic map and have
 TR0745.an estimated accuracy of +/- 6 seconds.
 TR0745
 TR0745.The orthometric height was key entered from printed documents
 TR0745.and not key verified.
 TR0745
 TR0745.The geoid height was determined by GEOID03.
 TR0745
 TR0745;                    North         East    Units  Estimated Accuracy
 TR0745;SPC WA N     -   177,670.      329,820.      MT  (+/- 180 meters Scaled)
 TR0745
 TR0745                          SUPERSEDED SURVEY CONTROL
 TR0745
 TR0745.No superseded survey control is available for this station.
 TR0745
 TR0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU896802(NAD 83)
 TR0745_MARKER: DB = BENCH MARK DISK
 TR0745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0745_SP_SET: CONCRETE PIPE
 TR0745_STAMPING: A 238 1950
 TR0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0745+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 TR0745
 TR0745  HISTORY     - Date     Condition        Report By
 TR0745  HISTORY     - 1950     MONUMENTED       CGS
 TR0745  HISTORY     - 1971     GOOD             LOCENG
 TR0745  HISTORY     - 19950509 GOOD             USPSQD
 TR0745  HISTORY     - 20060401 GOOD             USPSQD
 TR0745
 TR0745                          STATION DESCRIPTION
 TR0745
 TR0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TR0745'3.6 MI S FROM ROCHE HARBOR.
 TR0745'ABOUT 1.7 MILES SOUTHEAST ALONG THE FRIDAY HARBOR ROAD FROM ROCHE
 TR0745'HARBOR, THENCE ABOUT 1.9 MILES SOUTH ALONG THE MOUNTAIN ROAD, 24 FEET
 TR0745'EAST OF THE CENTERLINE OF THE ROAD, 65 FEET NORTH OF A POWER LINE
 TR0745'POLE, 43 FEET EAST OF A GATE ON THE WEST SIDE OF THE ROAD, 10 FEET
 TR0745'NORTH OF THE NORTH GATE POST ON THE EAST SIDE OF THE ROAD, 1 FOOT
 TR0745'SOUTH OF A WHITE WITNESS POST, AND SET IN THE TOP OF AN 8-INCH
 TR0745'CONCRETE PIPE FILLED WITH CONCRETE AND PROJECTING 2 INCHES.
 TR0745
 TR0745                          STATION RECOVERY (1971)
 TR0745
 TR0745'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 TR0745'RECOVERED IN GOOD CONDITION.
 TR0745
 TR0745                          STATION RECOVERY (1995)
 TR0745
 TR0745'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR0745'RECOVERED IN GOOD CONDITION.
 TR0745
 TR0745                          STATION RECOVERY (2006)
 TR0745
 TR0745'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1202 ***********************************************************************
 SA1202  DESIGNATION -  A 239
 SA1202  PID         -  SA1202
 SA1202  STATE/COUNTY-  WA/BENTON
 SA1202  USGS QUAD   -  CORRAL CANYON (1977)
 SA1202
 SA1202                         *CURRENT SURVEY CONTROL
 SA1202  ___________________________________________________________________
 SA1202* NAD 83(1986)-  46 15 57.     (N)    119 35 01.     (W)     SCALED    
 SA1202* NAVD 88     -       164.654  (meters)     540.20   (feet)  ADJUSTED  
 SA1202  ___________________________________________________________________
 SA1202  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA1202  DYNAMIC HT  -         164.659 (meters)     540.22  (feet)  COMP
 SA1202  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 SA1202
 SA1202  VERT ORDER  -  FIRST     CLASS II
 SA1202
 SA1202.The horizontal coordinates were scaled from a topographic map and have
 SA1202.an estimated accuracy of +/- 6 seconds.
 SA1202
 SA1202.The orthometric height was determined by differential leveling
 SA1202.and adjusted by the National Geodetic Survey in June 1991..
 SA1202
 SA1202.The geoid height was determined by GEOID03.
 SA1202
 SA1202.The dynamic height is computed by dividing the NAVD 88
 SA1202.geopotential number by the normal gravity value computed on the
 SA1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1202.degrees latitude (g = 980.6199 gals.).
 SA1202
 SA1202.The modeled gravity was interpolated from observed gravity values.
 SA1202
 SA1202;                    North         East    Units  Estimated Accuracy
 SA1202;SPC WA S     -   104,060.      570,640.      MT  (+/- 180 meters Scaled)
 SA1202
 SA1202                          SUPERSEDED SURVEY CONTROL
 SA1202
 SA1202  NGVD 29 (??/??/92)  163.618  (m)          536.80   (f) ADJ UNCH    1 2
 SA1202
 SA1202.Superseded values are not recommended for survey control.
 SA1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1202.See file dsdata.txt to determine how the superseded data were derived.
 SA1202
 SA1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM009268(NAD 83)
 SA1202_MARKER: DB = BENCH MARK DISK
 SA1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1202_STAMPING: A 239 1944
 SA1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1202+STABILITY: SURFACE MOTION
 SA1202
 SA1202  HISTORY     - Date     Condition        Report By
 SA1202  HISTORY     - 1944     MONUMENTED       CGS
 SA1202  HISTORY     - 1974     GOOD             USGS
 SA1202
 SA1202                          STATION DESCRIPTION
 SA1202
 SA1202'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA1202'4.3 MI NE FROM GIBBON.
 SA1202'4.3 MILES NE ALONG BURLINGTON NORTHERN RR FROM STATION AT GIBBON,
 SA1202'BENTON COUNTY, 101.5 FEET SOUTH OF MILEPOST 30, 84.7 FEET SOUTH OF THE
 SA1202'SOUTH RAIL, 332 FEET SW OF GRADE X-ING OF TRACK ROAD, 7 FEET WEST OF A
 SA1202'POLE AND ABOUT 2 FEET LOWER THAN TRACK.  A STANDARD DISK, STAMPED A
 SA1202'239 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FT ABOVE
 SA1202'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0434 ***********************************************************************
 TO0434  DESIGNATION -  A 24
 TO0434  PID         -  TO0434
 TO0434  STATE/COUNTY-  WA/STEVENS
 TO0434  USGS QUAD   -  ADDY (1992)
 TO0434
 TO0434                         *CURRENT SURVEY CONTROL
 TO0434  ___________________________________________________________________
 TO0434* NAD 83(1986)-  48 21 27.     (N)    117 50 20.     (W)     SCALED    
 TO0434* NAVD 88     -       497.175  (meters)    1631.15   (feet)  ADJUSTED  
 TO0434  ___________________________________________________________________
 TO0434  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 TO0434  DYNAMIC HT  -         497.238 (meters)    1631.36  (feet)  COMP
 TO0434  MODELED GRAV-     980,723.7   (mgal)                       NAVD 88
 TO0434
 TO0434  VERT ORDER  -  FIRST     CLASS II
 TO0434
 TO0434.The horizontal coordinates were scaled from a topographic map and have
 TO0434.an estimated accuracy of +/- 6 seconds.
 TO0434
 TO0434.The orthometric height was determined by differential leveling
 TO0434.and adjusted by the National Geodetic Survey in June 1991..
 TO0434.WARNING-Repeat measurements at this control monument indicate possible
 TO0434.vertical movement.
 TO0434
 TO0434.The geoid height was determined by GEOID03.
 TO0434
 TO0434.The dynamic height is computed by dividing the NAVD 88
 TO0434.geopotential number by the normal gravity value computed on the
 TO0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0434.degrees latitude (g = 980.6199 gals.).
 TO0434
 TO0434.The modeled gravity was interpolated from observed gravity values.
 TO0434
 TO0434;                    North         East    Units  Estimated Accuracy
 TO0434;SPC WA N     -   155,250.      721,850.      MT  (+/- 180 meters Scaled)
 TO0434
 TO0434                          SUPERSEDED SURVEY CONTROL
 TO0434
 TO0434  NGVD 29 (??/??/92)  495.960  (m)         1627.16   (f) ADJ UNCH    1 2
 TO0434
 TO0434.Superseded values are not recommended for survey control.
 TO0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0434.See file dsdata.txt to determine how the superseded data were derived.
 TO0434
 TO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP378563(NAD 83)
 TO0434_MARKER: DB = BENCH MARK DISK
 TO0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0434_STAMPING: A-24 1931
 TO0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0434+STABILITY: SURFACE MOTION
 TO0434
 TO0434  HISTORY     - Date     Condition        Report By
 TO0434  HISTORY     - 1931     MONUMENTED       CGS
 TO0434  HISTORY     - 1936     GOOD             NGS
 TO0434  HISTORY     - 1963     POOR             USGS
 TO0434
 TO0434                          STATION DESCRIPTION
 TO0434
 TO0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 TO0434'IN ADDY DEPOT.
 TO0434'AT ADDY DEPOT ON THE GT. NORTHERN RY., 0.3 MILES NORTH OF MILE POST
 TO0434'73, 18 FEET EAST OF TRACK, 66 FEET NORTH OF NORTHWEST CORNER OF DEPOT,
 TO0434'78 FEET SOUTH OF WATER TANK.  A STANDARD DISK SET IN A CONCRETE POST.
 TO0434
 TO0434                          STATION RECOVERY (1963)
 TO0434
 TO0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TO0434'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2067 ***********************************************************************
 RC2067  DESIGNATION -  A 2406+67.03 SBAP TIE
 RC2067  PID         -  RC2067
 RC2067  STATE/COUNTY-  WA/KLICKITAT
 RC2067  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC2067
 RC2067                         *CURRENT SURVEY CONTROL
 RC2067  ___________________________________________________________________
 RC2067* NAD 83(1991)-  45 37 20.97601(N)    121 07 39.32246(W)     ADJUSTED  
 RC2067* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 RC2067  ___________________________________________________________________
 RC2067  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 RC2067  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC2067
 RC2067  HORZ ORDER  -  THIRD
 RC2067
 RC2067.The horizontal coordinates were established by classical geodetic methods
 RC2067.and adjusted by the National Geodetic Survey in December 1991..
 RC2067
 RC2067.The orthometric height was scaled from a topographic map.
 RC2067
 RC2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2067
 RC2067.The geoid height was determined by GEOID03.
 RC2067
 RC2067;                    North         East     Units Scale Factor Converg.
 RC2067;SPC WA S     -    32,335.521   451,053.140   MT  1.00005445   -0 27 21.2
 RC2067;SPC WA S     -   106,087.46  1,479,830.18   sFT  1.00005445   -0 27 21.2
 RC2067;SPC OR N     -   217,527.547 2,451,059.406   MT  0.99992592   -0 26 42.3
 RC2067;SPC OR N     -   713,673.05  8,041,533.48   iFT  0.99992592   -0 26 42.3
 RC2067;UTM  10      - 5,053,810.341   645,967.371   MT  0.99986196   +1 20 18.7
 RC2067
 RC2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2067!SPC WA S     -   0.99999506  x   1.00005445  =   1.00004951
 RC2067!SPC OR N     -   0.99999506  x   0.99992592  =   0.99992098
 RC2067!UTM  10      -   0.99999506  x   0.99986196  =   0.99985702
 RC2067
 RC2067|---------------------------------------------------------------------|
 RC2067| PID    Reference Object                     Distance      Geod. Az  |
 RC2067|                                                           dddmmss.s |
 RC2067| CF4036 A 2406+67.03 SBAP RM 1               19.650 METERS 06624     |
 RC2067| RC2045 SEUFERT                             APPROX. 3.0 KM 0730137.2 |
 RC2067| RC2075 T2N R13E SECS 25 36 MC              125.683 METERS 13445     |
 RC2067| CF4037 A 2406+67.03 SBAP RM 2                6.385 METERS 18015     |
 RC2067|---------------------------------------------------------------------|
 RC2067
 RC2067                          SUPERSEDED SURVEY CONTROL
 RC2067
 RC2067  NAD 83(1991)-  45 37 20.97601(N)    121 07 39.32247(W) AD(       ) 3
 RC2067  NAD 83(1986)-  45 37 20.98913(N)    121 07 39.31398(W) AD(       ) 3
 RC2067  NAD 27      -  45 37 21.54000(N)    121 07 35.06600(W) AD(       ) 3
 RC2067
 RC2067.Superseded values are not recommended for survey control.
 RC2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2067.See file dsdata.txt to determine how the superseded data were derived.
 RC2067
 RC2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4596753810(NAD 83)
 RC2067
 RC2067  HISTORY     - Date     Condition        Report By
 RC2067  HISTORY     - 1939     MONUMENTED       USE
 RC2067  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RC2067  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2067
 RC2067                          STATION DESCRIPTION
 RC2067
 RC2067'DESCRIBED BY US ENGINEERS 1939 (WMS)
 RC2067'STATION IS S OF THE RAILROAD RIGHT-OF-WAY JUST W OF A ROCK CUT N
 RC2067'OF BIG EDDY, ABOUT 6 FEET S OF THE RAILROAD RIGHT-OF-WAY FENCE,
 RC2067'AND ABOUT 25 FEET SE OF A BLACK AND WHITE RAILROAD SIGN 1 MILE S.
 RC2067'
 RC2067'STATION MARK IS AN IRON PIPE WHICH PROJECTS ABOUT 20 INCHES ABOVE
 RC2067'SURFACE OF GROUND.  THE PIPE HAS A WOODEN PLUG IN THE TOP.  A NAIL
 RC2067'HOLE IN THE PLUG WAS USED AS THE CENTER.
 RC2067'
 RC2067'REFERENCE MARK NO.1 IS A STANDARD U.S.C. AND G.S. DISK WITH ARROW
 RC2067'POINTING TOWARD STATION CEMENTED IN A DRILL HOLE IN A LEDGE OF
 RC2067'SOLID ROCK SE OF AND ABOUT 5 FEET ABOVE THE STATION.
 RC2067'
 RC2067'REFERENCE MARK NO.2 IS A STANDARD U.S.C. AND G.S. DISK WITH ARROW
 RC2067'POINTING TOWARD STATION CEMENTED IN A DRILL HOLE IN A LARGE ROCK
 RC2067'ON THE SLOPE OF THE RAILROAD FILL ABOUT 3 FEET BELOW AND SW OF
 RC2067'THE STATION.
 RC2067
 RC2067                          STATION RECOVERY (1949)
 RC2067
 RC2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RC2067'ALL MARKS RECOVERED IN GOOD CONDITION.  STATION IS S OF THE
 RC2067'SPOKANE, PORTLAND AND SEATTLE RAILWAY RIGHT-OF-WAY, JUST W OF A ROCK
 RC2067'CUT N OF THE BIG EDDY, ABOUT 6 FT. S OF THE RAILROAD RIGHT-OF-WAY
 RC2067'FENCE, APPROXIMATELY 23.7 M. (77.73 FT.) E OF RAILROAD MILEPOST
 RC2067'97, AND 7.835 M. (25.6 FT.) S OF THE S RAIL OF THE MAIN TRACK.
 RC2067'
 RC2067'STATION MARK IS AN IRON PIPE, WHICH PROJECTS ABOUT 20 IN. ABOVE
 RC2067'THE SURFACE OF THE GROUND.  THE PIPE HAS A WOODEN PLUG IN THE
 RC2067'TOP.  A NAIL HOLE IN THE PLUG WAS USED AS THE CENTER.
 RC2067'
 RC2067'REFERENCE MARK 1 IS A BRONZE DISK, CEMENTED IN A DRILL HOLE IN A
 RC2067'LEDGE OF SOLID ROCK SE OF AND ABOUT 5 FT. ABOVE THE STATION, STAMPED
 RC2067'SBAP NO 1 1939.
 RC2067'
 RC2067'REFERENCE MARK 2 IS A BRONZE DISK, CEMENTED IN A DRILL HOLE IN A
 RC2067'LARGE ROCK ON THE SLOPE OF THE RAILROAD FILL, ABOUT 3 FT. BELOW
 RC2067'AND SW OF THE STATION, STAMPED SBAP NO 2 1939.
 RC2067'
 RC2067'TO REACH THE STATION BY TRUCK GO AS FOLLOWS--FROM NORTH DALLES
 RC2067'RAILROAD STATION GO NE ON THE DALLES FERRY ROAD FOR 1.6 MI., TURN
 RC2067'RIGHT ON A GRAVEL ROAD W OF THE AIRPORT AND GO 1.5 MI. TO A GATE
 RC2067'AND CATTLE GUARD ON THE RIGHT, TURN RIGHT HEADING ON A DIRT ROAD
 RC2067'THROUGH PASTURE LAND IN A SE DIRECTION FOR ABOUT 1.1 MI. AND TURN
 RC2067'RIGHT PASSING THROUGH A DRY GULCH, THEN HEAD LEFT TO A WIRE GATE
 RC2067'FOR 0.5 MI., PASS THROUGH THE GATE AND KEEP ON A DIM ROAD
 RC2067'TOWARD THE RIVER FOR 1.1 MI. TO AN ABANDONED GRAVEL PIT.  PARK
 RC2067'TRUCK HERE AND WALK TO THE RAILROAD TRACKS AND STATION, BEARING
 RC2067'TO THE W OF THE RAILROAD CUT.
 RC2067'
 RC2067'DISTANCES CHECKED BUT NO CHECK MADE ON DIRECTIONS AT THIS TIME.
 RC2067
 RC2067                          STATION RECOVERY (1959)
 RC2067
 RC2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2067'SEARCHED FOR, NOT RECOVERED.  PROBABLY FLOODED BY THE POOL CREATED
 RC2067'BY THE DALLES DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0073 ***********************************************************************
 SD0073  DESIGNATION -  A 241
 SD0073  PID         -  SD0073
 SD0073  STATE/COUNTY-  WA/PACIFIC
 SD0073  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0073
 SD0073                         *CURRENT SURVEY CONTROL
 SD0073  ___________________________________________________________________
 SD0073* NAD 83(1986)-  46 19 51.     (N)    124 01 37.     (W)     SCALED    
 SD0073* NAVD 88     -         8.726  (meters)      28.63   (feet)  ADJUSTED  
 SD0073  ___________________________________________________________________
 SD0073  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 SD0073  DYNAMIC HT  -           8.727 (meters)      28.63  (feet)  COMP
 SD0073  MODELED GRAV-     980,711.5   (mgal)                       NAVD 88
 SD0073
 SD0073  VERT ORDER  -  SECOND    CLASS 0
 SD0073
 SD0073.The horizontal coordinates were scaled from a topographic map and have
 SD0073.an estimated accuracy of +/- 6 seconds.
 SD0073
 SD0073.The orthometric height was determined by differential leveling
 SD0073.and adjusted by the National Geodetic Survey in June 1991..
 SD0073
 SD0073.The geoid height was determined by GEOID03.
 SD0073
 SD0073.The dynamic height is computed by dividing the NAVD 88
 SD0073.geopotential number by the normal gravity value computed on the
 SD0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0073.degrees latitude (g = 980.6199 gals.).
 SD0073
 SD0073.The modeled gravity was interpolated from observed gravity values.
 SD0073
 SD0073;                    North         East    Units  Estimated Accuracy
 SD0073;SPC WA S     -   116,940.      228,540.      MT  (+/- 180 meters Scaled)
 SD0073
 SD0073                          SUPERSEDED SURVEY CONTROL
 SD0073
 SD0073  NGVD 29 (??/??/92)    7.702  (m)           25.27   (f) ADJ UNCH    2 0
 SD0073
 SD0073.Superseded values are not recommended for survey control.
 SD0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0073.See file dsdata.txt to determine how the superseded data were derived.
 SD0073
 SD0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS209313(NAD 83)
 SD0073_MARKER: DB = BENCH MARK DISK
 SD0073_SETTING: 0 = UNSPECIFIED SETTING
 SD0073_STAMPING: A 241
 SD0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0073
 SD0073  HISTORY     - Date     Condition        Report By
 SD0073  HISTORY     - UNK      MONUMENTED       CGS
 SD0073  HISTORY     - 1961     MARK NOT FOUND   NGS
 SD0073
 SD0073                          STATION DESCRIPTION
 SD0073
 SD0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SD0073'2.5 MI W FROM ILWACO.
 SD0073'ABOUT 2.5 MILES WEST OF ILWASCO, 21 FEET SOUTH OF THE CENTER LINE OF
 SD0073'U.S. HIGHWAY 101 AND 15 FEET WEST OF A CUT IN HIGHWAY.  NOTE-- THERE
 SD0073'IS NOW A SIDE ROAD AT ABOUT THIS LOCATION.  THE BENCH MARK MAY HAVE
 SD0073'BEEN DESTROYED WHEN THAT WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0055 ***********************************************************************
 TS0055  DESIGNATION -  A 242
 TS0055  PID         -  TS0055
 TS0055  STATE/COUNTY-  WA/CLALLAM
 TS0055  USGS QUAD   -  WEST OF PYSHT (1984)
 TS0055
 TS0055                         *CURRENT SURVEY CONTROL
 TS0055  ___________________________________________________________________
 TS0055* NAD 83(1986)-  48 11 21.     (N)    124 08 21.     (W)     SCALED    
 TS0055* NAVD 88     -         9.027  (meters)      29.62   (feet)  ADJUSTED  
 TS0055  ___________________________________________________________________
 TS0055  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 TS0055  DYNAMIC HT  -           9.029 (meters)      29.62  (feet)  COMP
 TS0055  MODELED GRAV-     980,874.8   (mgal)                       NAVD 88
 TS0055
 TS0055  VERT ORDER  -  FIRST     CLASS II
 TS0055
 TS0055.The horizontal coordinates were scaled from a topographic map and have
 TS0055.an estimated accuracy of +/- 6 seconds.
 TS0055
 TS0055.The orthometric height was determined by differential leveling
 TS0055.and adjusted by the National Geodetic Survey in June 1991..
 TS0055
 TS0055.The geoid height was determined by GEOID03.
 TS0055
 TS0055.The dynamic height is computed by dividing the NAVD 88
 TS0055.geopotential number by the normal gravity value computed on the
 TS0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0055.degrees latitude (g = 980.6199 gals.).
 TS0055
 TS0055.The modeled gravity was interpolated from observed gravity values.
 TS0055
 TS0055;                    North         East    Units  Estimated Accuracy
 TS0055;SPC WA N     -   137,490.      254,290.      MT  (+/- 180 meters Scaled)
 TS0055
 TS0055                          SUPERSEDED SURVEY CONTROL
 TS0055
 TS0055  NGVD 29 (??/??/92)    7.905  (m)           25.93   (f) ADJ UNCH    1 2
 TS0055
 TS0055.Superseded values are not recommended for survey control.
 TS0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0055.See file dsdata.txt to determine how the superseded data were derived.
 TS0055
 TS0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU153379(NAD 83)
 TS0055_MARKER: DB = BENCH MARK DISK
 TS0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TS0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TS0055_STAMPING: A 242 1942
 TS0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0055+STABILITY: SURFACE MOTION
 TS0055
 TS0055  HISTORY     - Date     Condition        Report By
 TS0055  HISTORY     - 1942     MONUMENTED       CGS
 TS0055  HISTORY     - 1974     MARK NOT FOUND   NGS
 TS0055
 TS0055                          STATION DESCRIPTION
 TS0055
 TS0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TS0055'1.15 MI W FROM PYSHT.
 TS0055'LOCATED ALONG STATE HIGHWAY 9A FROM THE FOUR-CORNERED INTERSECTION IN
 TS0055'PYSHT, 36 FEET SOUTHWEST OF A LARGE WOODEN CULVERT, 108 FEET SOUTHWEST
 TS0055'OF A TELEPHONE POLE NO. 1364, AND 17 FEET NORTHWEST OF THE CENTER LINE
 TS0055'OF THE HIGHWAY.  A U.S.B.M. WITNESS POST IS NEAR THE MARK. NOTE--
 TS0055'DITCH GRADED AT LOCATION.
 TS0055
 TS0055                          STATION RECOVERY (1974)
 TS0055
 TS0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TS0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0042 ***********************************************************************
 TS0042  DESIGNATION -  A 243
 TS0042  PID         -  TS0042
 TS0042  STATE/COUNTY-  WA/CLALLAM
 TS0042  USGS QUAD   -  WEST OF PYSHT (1984)
 TS0042
 TS0042                         *CURRENT SURVEY CONTROL
 TS0042  ___________________________________________________________________
 TS0042* NAD 83(1986)-  48 09 58.     (N)    124 12 34.     (W)     SCALED    
 TS0042* NAVD 88     -        58.064  (meters)     190.50   (feet)  ADJUSTED  
 TS0042  ___________________________________________________________________
 TS0042  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 TS0042  DYNAMIC HT  -          58.078 (meters)     190.54  (feet)  COMP
 TS0042  MODELED GRAV-     980,863.3   (mgal)                       NAVD 88
 TS0042
 TS0042  VERT ORDER  -  FIRST     CLASS I
 TS0042
 TS0042.The horizontal coordinates were scaled from a topographic map and have
 TS0042.an estimated accuracy of +/- 6 seconds.
 TS0042
 TS0042.The orthometric height was determined by differential leveling
 TS0042.and adjusted by the National Geodetic Survey in June 1991..
 TS0042.WARNING-Repeat measurements at this control monument indicate possible
 TS0042.vertical movement.
 TS0042
 TS0042.The geoid height was determined by GEOID03.
 TS0042
 TS0042.The dynamic height is computed by dividing the NAVD 88
 TS0042.geopotential number by the normal gravity value computed on the
 TS0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0042.degrees latitude (g = 980.6199 gals.).
 TS0042
 TS0042.The modeled gravity was interpolated from observed gravity values.
 TS0042
 TS0042;                    North         East    Units  Estimated Accuracy
 TS0042;SPC WA N     -   135,160.      248,960.      MT  (+/- 180 meters Scaled)
 TS0042
 TS0042                          SUPERSEDED SURVEY CONTROL
 TS0042
 TS0042  NGVD 29 (??/??/92)   56.944  (m)          186.82   (f) ADJ UNCH    1 1
 TS0042
 TS0042.Superseded values are not recommended for survey control.
 TS0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0042.See file dsdata.txt to determine how the superseded data were derived.
 TS0042
 TS0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU100354(NAD 83)
 TS0042_MARKER: DB = BENCH MARK DISK
 TS0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TS0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TS0042_STAMPING: A 243 1942
 TS0042_MARK LOGO: CGS   
 TS0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 TS0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0042+STABILITY: SURFACE MOTION
 TS0042
 TS0042  HISTORY     - Date     Condition        Report By
 TS0042  HISTORY     - 1942     MONUMENTED       CGS
 TS0042  HISTORY     - 1974     GOOD             NGS
 TS0042  HISTORY     - 19950620 GOOD             WADT
 TS0042
 TS0042                          STATION DESCRIPTION
 TS0042
 TS0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0042'10.1 MI NE FROM SAPPHO.
 TS0042'ABOUT 9.85 MILES NORTHEAST ALONG BURNT MOUNTAIN ROAD FROM THE JUNCTION
 TS0042'OF U. S. HIGHWAY 101 AT SAPPHO, THENCE ABOUT 0.25 MILE SOUTH ALONG A
 TS0042'GRAVELED AND ASPHALT ROAD, 0.2 MILE NORTH OF A HOUSE, AT THE NORTHWEST
 TS0042'END OF A CURVE, 21 FEET NORTHEAST OF THE CENTER LINE OF ROAD, 100 FEET
 TS0042'NORTH-NORTHWEST OF AND ACROSS THE ROAD FROM TELEPHONE POLE 1378-E7, 88
 TS0042'FEET EAST-SOUTHEAST OF AND ACROSS THE ROAD FROM A TELEPHONE POLE, 82
 TS0042'FEET SOUTHEAST OF A TELEPHONE POLE GUY POLE WITH GUY WIRE, 105 FEET
 TS0042'NORTHWEST OF TELEPHONE POLE GUY POLE WITH GUY WIRE FOR TELEPHONE POLE
 TS0042'1378-E7, 1.2 FEET NORTHEAST OF A WOODEN WITNESS POST, 1.4 FEET
 TS0042'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF
 TS0042'THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TS0042'1/4, SEC 23, T 31N, R 12W.
 TS0042
 TS0042                          STATION RECOVERY (1995)
 TS0042
 TS0042'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 TS0042'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0525 ***********************************************************************
 SB0525  DESIGNATION -  A 244
 SB0525  PID         -  SB0525
 SB0525  STATE/COUNTY-  WA/YAKIMA
 SB0525  USGS QUAD   -  YAKIMA WEST (1985)
 SB0525
 SB0525                         *CURRENT SURVEY CONTROL
 SB0525  ___________________________________________________________________
 SB0525* NAD 83(1986)-  46 36 16.     (N)    120 30 20.     (W)     SCALED    
 SB0525* NAVD 88     -       325.967  (meters)    1069.44   (feet)  ADJUSTED  
 SB0525  ___________________________________________________________________
 SB0525  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SB0525  DYNAMIC HT  -         325.966 (meters)    1069.44  (feet)  COMP
 SB0525  MODELED GRAV-     980,604.0   (mgal)                       NAVD 88
 SB0525
 SB0525  VERT ORDER  -  FIRST     CLASS II
 SB0525
 SB0525.The horizontal coordinates were scaled from a topographic map and have
 SB0525.an estimated accuracy of +/- 6 seconds.
 SB0525
 SB0525.The orthometric height was determined by differential leveling
 SB0525.and adjusted by the National Geodetic Survey in June 1991..
 SB0525.WARNING-Repeat measurements at this control monument indicate possible
 SB0525.vertical movement.
 SB0525
 SB0525.The geoid height was determined by GEOID03.
 SB0525
 SB0525.The dynamic height is computed by dividing the NAVD 88
 SB0525.geopotential number by the normal gravity value computed on the
 SB0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0525.degrees latitude (g = 980.6199 gals.).
 SB0525
 SB0525.The modeled gravity was interpolated from observed gravity values.
 SB0525
 SB0525;                    North         East    Units  Estimated Accuracy
 SB0525;SPC WA S     -   141,280.      499,570.      MT  (+/- 180 meters Scaled)
 SB0525
 SB0525                          SUPERSEDED SURVEY CONTROL
 SB0525
 SB0525  NGVD 29 (??/??/92)  324.897  (m)         1065.93   (f) ADJ UNCH    1 2
 SB0525
 SB0525.Superseded values are not recommended for survey control.
 SB0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0525.See file dsdata.txt to determine how the superseded data were derived.
 SB0525
 SB0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS910642(NAD 83)
 SB0525_MARKER: DB = BENCH MARK DISK
 SB0525_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SB0525_SP_SET: DRILL HOLE IN STEP
 SB0525_STAMPING: A 244 1944
 SB0525_MARK LOGO: CGS   
 SB0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0525+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 SB0525
 SB0525  HISTORY     - Date     Condition        Report By
 SB0525  HISTORY     - 1944     MONUMENTED       CGS
 SB0525  HISTORY     - 1962     GOOD             NGS
 SB0525  HISTORY     - 1982     GOOD             NGS
 SB0525  HISTORY     - 1990     GOOD             USPSQD
 SB0525  HISTORY     - 19900802 GOOD             NGS
 SB0525  HISTORY     - 20020912 GOOD             NGS
 SB0525  HISTORY     - 20060626 GOOD             USPSQD
 SB0525  HISTORY     - 20060801 GOOD             GEOCAC
 SB0525
 SB0525                          STATION DESCRIPTION
 SB0525
 SB0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0525'IN YAKIMA.
 SB0525'AT YAKIMA, YAKIMA COUNTY, AT THE COUNTY COURTHOUSE, 22 FEET SOUTH OF
 SB0525'THE CENTER OF THE EAST (MAIN) ENTRANCE, 0.7 FOOT EAST OF THE EAST WALL
 SB0525'OF THE BUILDING, AND IN THE TOP OF THE FIRST STEP.  A STANDARD DISK,
 SB0525'STAMPED A 244 1944.
 SB0525
 SB0525                          STATION RECOVERY (1982)
 SB0525
 SB0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0525'RECOVERED IN GOOD CONDITION.
 SB0525
 SB0525                          STATION RECOVERY (1990)
 SB0525
 SB0525'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0525'RECOVERED IN GOOD CONDITION.
 SB0525
 SB0525                          STATION RECOVERY (1990)
 SB0525
 SB0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SB0525'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) SOUTHEAST OF NACHES,
 SB0525'22.5 KM (14.0 MI) NORTH-NORTHWEST OF TOPPENISH, 6.4 KM (4.0 MI) SOUTH
 SB0525'OF SELAH AND IN THE NORTHWEST 1/4 OF SECTION 19, T13N, R19E, IN THE
 SB0525'CITY OF YAKIMA AND ON COUNTY PROPERTY.
 SB0525'THE STATION IS AT THE EAST ENTRANCE TO THE YAKIMA COUNTY COURT HOUSE
 SB0525'AT THE INTERSECTION OF EAST B STREET AND NORTH 2ND STREET.
 SB0525'THE MARK IS SET IN A DRILL HOLE IN THE TOP OF THE FIRST STEP OF THE
 SB0525'EAST ENTRANCE.  IT IS 6.7 M (22.0 FT) SOUTH OF THE CENTER OF THE
 SB0525'ENTRANCE AND 0.2 M (0.7 FT) EAST OF THE EAST WALL OF THE COURTHOUSE.
 SB0525
 SB0525                          STATION RECOVERY (2002)
 SB0525
 SB0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 SB0525'ADDRESS IS 128 NORTH 2ND ST.  STEP IS MADE OF GRANITE.
 SB0525
 SB0525                          STATION RECOVERY (2006)
 SB0525
 SB0525'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SB0525'RECOVERED IN GOOD CONDITION.
 SB0525
 SB0525                          STATION RECOVERY (2006)
 SB0525
 SB0525'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 SB0525'HANDHELD GPS N46 36.276 W120 30.346
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0032 ***********************************************************************
 SB0032  DESIGNATION -  A 245
 SB0032  PID         -  SB0032
 SB0032  STATE/COUNTY-  WA/YAKIMA
 SB0032  USGS QUAD   -  POMONA (1985)
 SB0032
 SB0032                         *CURRENT SURVEY CONTROL
 SB0032  ___________________________________________________________________
 SB0032* NAD 83(1986)-  46 42 00.     (N)    120 29 10.     (W)     SCALED    
 SB0032* NAVD 88     -       350.223  (meters)    1149.02   (feet)  ADJUSTED  
 SB0032  ___________________________________________________________________
 SB0032  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 SB0032  DYNAMIC HT  -         350.226 (meters)    1149.03  (feet)  COMP
 SB0032  MODELED GRAV-     980,612.6   (mgal)                       NAVD 88
 SB0032
 SB0032  VERT ORDER  -  FIRST     CLASS II
 SB0032
 SB0032.The horizontal coordinates were scaled from a topographic map and have
 SB0032.an estimated accuracy of +/- 6 seconds.
 SB0032
 SB0032.The orthometric height was determined by differential leveling
 SB0032.and adjusted by the National Geodetic Survey in June 1991..
 SB0032
 SB0032.The geoid height was determined by GEOID03.
 SB0032
 SB0032.The dynamic height is computed by dividing the NAVD 88
 SB0032.geopotential number by the normal gravity value computed on the
 SB0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0032.degrees latitude (g = 980.6199 gals.).
 SB0032
 SB0032.The modeled gravity was interpolated from observed gravity values.
 SB0032
 SB0032;                    North         East    Units  Estimated Accuracy
 SB0032;SPC WA S     -   151,910.      501,060.      MT  (+/- 180 meters Scaled)
 SB0032
 SB0032                          SUPERSEDED SURVEY CONTROL
 SB0032
 SB0032  NGVD 29 (??/??/92)  349.146  (m)         1145.49   (f) ADJ UNCH    1 2
 SB0032
 SB0032.Superseded values are not recommended for survey control.
 SB0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0032.See file dsdata.txt to determine how the superseded data were derived.
 SB0032
 SB0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS921748(NAD 83)
 SB0032_MARKER: DB = BENCH MARK DISK
 SB0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0032_SP_SET: DAM
 SB0032_STAMPING: A 245 1944
 SB0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0032
 SB0032  HISTORY     - Date     Condition        Report By
 SB0032  HISTORY     - 1944     MONUMENTED       CGS
 SB0032  HISTORY     - 1962     GOOD             NGS
 SB0032
 SB0032                          STATION DESCRIPTION
 SB0032
 SB0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0032'4.2 MI NE FROM SELAH.
 SB0032'4.2 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0032'STATION AT SELAH, YAKIMA COUNTY, 14-1/2 RAILS SOUTHWEST OF MILEPOST
 SB0032'98, 26.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 11.3
 SB0032'FEET NORTHWEST OF THE NORTHWEST RAIL OF A SPUR TRACK, AT THE SOUTHEAST
 SB0032'END OF A CONCRETE DAM, IN THE TOP OF THE DAM, AND 6 FEET SOUTHEAST OF
 SB0032'THE NORTHWEST END OF THE SOLID PORTION OF THE DAM.  A STANDARD DISK,
 SB0032'STAMPED A 245 1944.  NOTE-- REACHED FROM THE POMA TAVERN BY GOING WEST
 SB0032'0.5 MILE TO A T-INTERSECTION, THEN NORTH FOR 0.65 MILE TO POINT WHERE
 SB0032'ROAD CURVES WEST AWAY FROM THE RAILROAD, WALK NORTH ALONG THE RAILROAD
 SB0032'TRACKS FOR 0.1 MILE TO THE DAM ON THE LEFT. NOTE-- THE SOLID PORTION
 SB0032'OF THE DAM REFERRED TO IS THE 18-INCH WIDE CONCRETE WALL AT THE
 SB0032'SOUTHEAST SIDE OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0486 ***********************************************************************
 SX0486  DESIGNATION -  A 246
 SX0486  PID         -  SX0486
 SX0486  STATE/COUNTY-  WA/KITTITAS
 SX0486  USGS QUAD   -  THORP (1978)
 SX0486
 SX0486                         *CURRENT SURVEY CONTROL
 SX0486  ___________________________________________________________________
 SX0486* NAD 83(1986)-  47 02 46.     (N)    120 37 40.     (W)     SCALED    
 SX0486* NAVD 88     -       486.207  (meters)    1595.16   (feet)  ADJUSTED  
 SX0486  ___________________________________________________________________
 SX0486  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 SX0486  DYNAMIC HT  -         486.211 (meters)    1595.18  (feet)  COMP
 SX0486  MODELED GRAV-     980,608.1   (mgal)                       NAVD 88
 SX0486
 SX0486  VERT ORDER  -  FIRST     CLASS II
 SX0486
 SX0486.The horizontal coordinates were scaled from a topographic map and have
 SX0486.an estimated accuracy of +/- 6 seconds.
 SX0486
 SX0486.The orthometric height was determined by differential leveling
 SX0486.and adjusted by the National Geodetic Survey in June 1991..
 SX0486
 SX0486.The geoid height was determined by GEOID03.
 SX0486
 SX0486.The dynamic height is computed by dividing the NAVD 88
 SX0486.geopotential number by the normal gravity value computed on the
 SX0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0486.degrees latitude (g = 980.6199 gals.).
 SX0486
 SX0486.The modeled gravity was interpolated from observed gravity values.
 SX0486
 SX0486;                    North         East    Units  Estimated Accuracy
 SX0486;SPC WA S     -   190,390.      490,290.      MT  (+/- 180 meters Scaled)
 SX0486
 SX0486                          SUPERSEDED SURVEY CONTROL
 SX0486
 SX0486  NGVD 29 (??/??/92)  485.096  (m)         1591.52   (f) ADJ UNCH    1 2
 SX0486
 SX0486.Superseded values are not recommended for survey control.
 SX0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0486.See file dsdata.txt to determine how the superseded data were derived.
 SX0486
 SX0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT801130(NAD 83)
 SX0486_MARKER: DB = BENCH MARK DISK
 SX0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0486_STAMPING: A 246 1944
 SX0486_MARK LOGO: CGS   
 SX0486_PROJECTION: PROJECTING 10 CENTIMETERS
 SX0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0486+STABILITY: SURFACE MOTION
 SX0486
 SX0486  HISTORY     - Date     Condition        Report By
 SX0486  HISTORY     - 1944     MONUMENTED       CGS
 SX0486  HISTORY     - 1982     GOOD             NGS
 SX0486  HISTORY     - 1987     GOOD             USPSQD
 SX0486  HISTORY     - 1989     GOOD             USPSQD
 SX0486  HISTORY     - 20010331 GOOD             NGS
 SX0486
 SX0486                          STATION DESCRIPTION
 SX0486
 SX0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0486'2.7 MI SE FROM THORP.
 SX0486'2.7 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0486'STATION AT THORP, KITTITAS COUNTY, 70.6 FEET NORTH OF MILEPOST 5,
 SX0486'BETWEEN U.S. HIGHWAY 97 AND THE TRACKS, 66.5 FEET NORTHEAST OF THE
 SX0486'NORTHEAST RAIL, 62 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 SX0486'AND 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 SX0486'STAMPED A 246 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SX0486'0.6 FOOT ABOVE GROUND.
 SX0486
 SX0486                          STATION RECOVERY (1982)
 SX0486
 SX0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0486'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SX0486'0.3 KM (0.2 MI) NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT
 SX0486'ELLENSBURG, THENCE 2.5 KM (1.55 MI) NORTHWEST ALONG EIGHTH AVENUE,
 SX0486'THENCE 5.65 KM (3.5 MI) NORTHWEST ALONG STATE HIGHWAY 10, 18.9 METERS
 SX0486'(62 FT) SOUTHWEST OF THE HIGHWAY, 21.5 METERS (70.5 FT) NORTH OF THE
 SX0486'RAILROAD MILEPOST 5, 20.3 METER (66.5 FT) NORTHEAST OF THE NORTHEAST
 SX0486'RAIL.
 SX0486'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 SX0486'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 SX0486
 SX0486                          STATION RECOVERY (1987)
 SX0486
 SX0486'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX0486'RECOVERED IN GOOD CONDITION.
 SX0486
 SX0486                          STATION RECOVERY (1989)
 SX0486
 SX0486'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 SX0486'RECOVERED IN GOOD CONDITION.
 SX0486
 SX0486                          STATION RECOVERY (2001)
 SX0486
 SX0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SX0486'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0368 ***********************************************************************
 SX0368  DESIGNATION -  A 247 RESET
 SX0368  PID         -  SX0368
 SX0368  STATE/COUNTY-  WA/KITTITAS
 SX0368  USGS QUAD   -  TEANAWAY (1985)
 SX0368
 SX0368                         *CURRENT SURVEY CONTROL
 SX0368  ___________________________________________________________________
 SX0368* NAD 83(1986)-  47 10 51.     (N)    120 50 08.     (W)     SCALED    
 SX0368* NAVD 88     -       571.965  (meters)    1876.52   (feet)  ADJUSTED  
 SX0368  ___________________________________________________________________
 SX0368  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 SX0368  DYNAMIC HT  -         571.975 (meters)    1876.55  (feet)  COMP
 SX0368  MODELED GRAV-     980,611.3   (mgal)                       NAVD 88
 SX0368
 SX0368  VERT ORDER  -  FIRST     CLASS II
 SX0368
 SX0368.The horizontal coordinates were scaled from a topographic map and have
 SX0368.an estimated accuracy of +/- 6 seconds.
 SX0368
 SX0368.The orthometric height was determined by differential leveling
 SX0368.and adjusted by the National Geodetic Survey in June 1991..
 SX0368
 SX0368.The geoid height was determined by GEOID03.
 SX0368
 SX0368.The dynamic height is computed by dividing the NAVD 88
 SX0368.geopotential number by the normal gravity value computed on the
 SX0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0368.degrees latitude (g = 980.6199 gals.).
 SX0368
 SX0368.The modeled gravity was interpolated from observed gravity values.
 SX0368
 SX0368;                    North         East    Units  Estimated Accuracy
 SX0368;SPC WA S     -   205,410.      474,570.      MT  (+/- 180 meters Scaled)
 SX0368
 SX0368                          SUPERSEDED SURVEY CONTROL
 SX0368
 SX0368  NGVD 29 (??/??/??)  570.82   (m)         1872.8    (f) RESET       3  
 SX0368
 SX0368.Superseded values are not recommended for survey control.
 SX0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0368.See file dsdata.txt to determine how the superseded data were derived.
 SX0368
 SX0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT639275(NAD 83)
 SX0368_MARKER: DB = BENCH MARK DISK
 SX0368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0368_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0368_STAMPING: A 247 RESET 1958
 SX0368_MARK LOGO: CGS   
 SX0368_PROJECTION: PROJECTING 10 CENTIMETERS
 SX0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0368
 SX0368  HISTORY     - Date     Condition        Report By
 SX0368  HISTORY     - 1958     MONUMENTED       CGS
 SX0368  HISTORY     - 1982     GOOD             NGS
 SX0368  HISTORY     - 1988     GOOD             USPSQD
 SX0368
 SX0368                          STATION DESCRIPTION
 SX0368
 SX0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SX0368'5.1 MI E FROM CLE ELUM.
 SX0368'5.1 MILES EAST ALONG U.S. HIGHWAY 10 AND U.S. HIGHWAY 97 FROM THE
 SX0368'NORTHERN PACIFIC RAILWAY STATION AT CLE ELUM, ABOUT 1 MILE NORTHEAST
 SX0368'OF THE JUNCTION OF THE HIGHWAYS, NORTHWEST ACROSS THE HIGHWAY FROM A
 SX0368'SMALL FARMHOUSE, 72 FEET WEST OF THE CENTER OF THE HIGHWAY, 4 FEET
 SX0368'SOUTH OF THE SOUTH GATEPOST, 1.0 FOOT EAST OF A FENCE, BRAZED TO THE
 SX0368'TOP OF A 2-INCH IRON PIPE THAT PROJECTS 4 INCHES.
 SX0368
 SX0368                          STATION RECOVERY (1982)
 SX0368
 SX0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0368'8.0 KM (5.0 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0368'CLE ELUM, 0.2 KM (0.1 MI) SOUTHWEST OF THE INTERSECTION OF MASTERSON
 SX0368'ROAD, DIRECTLY ACROSS THE HIGHWAY FROM A SMALL FARM HOUSE, IN LINE
 SX0368'WITH A ROW OF POWER LINE POLES, 0.6 KM (0.4 MI) SOUTHWEST OF MILEPOST
 SX0368'4, 24 METERS (29 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 1.2 METERS
 SX0368'(4 FT) SOUTHWEST OF THE SOUTHWEST GATE POST, 0.3 METER (1.0 FT)
 SX0368'SOUTHEAST OF THE RIGHT OF WAY FENCE.
 SX0368'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 SX0368'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SX0368
 SX0368                          STATION RECOVERY (1988)
 SX0368
 SX0368'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 SX0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0702 ***********************************************************************
 SX0702  DESIGNATION -  A 248
 SX0702  PID         -  SX0702
 SX0702  STATE/COUNTY-  WA/KING
 SX0702  USGS QUAD   -  LOST LAKE (1989)
 SX0702
 SX0702                         *CURRENT SURVEY CONTROL
 SX0702  ___________________________________________________________________
 SX0702* NAD 83(1986)-  47 15 39.     (N)    121 23 11.     (W)     SCALED    
 SX0702* NAVD 88     -       807.888  (meters)    2650.55   (feet)  ADJUSTED  
 SX0702  ___________________________________________________________________
 SX0702  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 SX0702  DYNAMIC HT  -         807.858 (meters)    2650.45  (feet)  COMP
 SX0702  MODELED GRAV-     980,549.0   (mgal)                       NAVD 88
 SX0702
 SX0702  VERT ORDER  -  FIRST     CLASS II
 SX0702
 SX0702.The horizontal coordinates were scaled from a topographic map and have
 SX0702.an estimated accuracy of +/- 6 seconds.
 SX0702
 SX0702.The orthometric height was determined by differential leveling
 SX0702.and adjusted by the National Geodetic Survey in June 1991..
 SX0702
 SX0702.The geoid height was determined by GEOID03.
 SX0702
 SX0702.The dynamic height is computed by dividing the NAVD 88
 SX0702.geopotential number by the normal gravity value computed on the
 SX0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0702.degrees latitude (g = 980.6199 gals.).
 SX0702
 SX0702.The modeled gravity was interpolated from observed gravity values.
 SX0702
 SX0702;                    North         East    Units  Estimated Accuracy
 SX0702;SPC WA N     -    29,150.      458,140.      MT  (+/- 180 meters Scaled)
 SX0702
 SX0702                          SUPERSEDED SURVEY CONTROL
 SX0702
 SX0702  NGVD 29 (??/??/92)  806.682  (m)         2646.59   (f) ADJ UNCH    1 2
 SX0702
 SX0702.Superseded values are not recommended for survey control.
 SX0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0702.See file dsdata.txt to determine how the superseded data were derived.
 SX0702
 SX0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT220354(NAD 83)
 SX0702_MARKER: DB = BENCH MARK DISK
 SX0702_SETTING: 66 = SET IN ROCK OUTCROP
 SX0702_SP_SET: ROCK OUTCROP
 SX0702_STAMPING: A 248 1944
 SX0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0702+STABILITY: POSITION/ELEVATION WELL
 SX0702
 SX0702  HISTORY     - Date     Condition        Report By
 SX0702  HISTORY     - 1944     MONUMENTED       CGS
 SX0702
 SX0702                          STATION DESCRIPTION
 SX0702
 SX0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0702'1.3 MI SW FROM STAMPEDE TUNNEL.
 SX0702'1.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0702'SOUTHWEST END OF STAMPEDE TUNNEL, KING COUNTY, 5-1/2 RAILS NORTHEAST
 SX0702'OF MILEPOST 50, NEAR THE NORTHWEST END OF AN S-CURVE IN THE TRACK, 7.6
 SX0702'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, IN THE
 SX0702'FACE OF A ROCK OUTCROP, AND 1.5 FEET ABOVE THE LEVEL OF THE TRACK. A
 SX0702'STANDARD DISK, STAMPED A 248 1944 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0784 ***********************************************************************
 SX0784  DESIGNATION -  A 249
 SX0784  PID         -  SX0784
 SX0784  STATE/COUNTY-  WA/KING
 SX0784  USGS QUAD   -  GREENWATER (1986)
 SX0784
 SX0784                         *CURRENT SURVEY CONTROL
 SX0784  ___________________________________________________________________
 SX0784* NAD 83(1986)-  47 13 53.     (N)    121 39 33.     (W)     SCALED    
 SX0784* NAVD 88     -       396.167  (meters)    1299.76   (feet)  ADJUSTED  
 SX0784  ___________________________________________________________________
 SX0784  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SX0784  DYNAMIC HT  -         396.169 (meters)    1299.76  (feet)  COMP
 SX0784  MODELED GRAV-     980,608.5   (mgal)                       NAVD 88
 SX0784
 SX0784  VERT ORDER  -  FIRST     CLASS II
 SX0784
 SX0784.The horizontal coordinates were scaled from a topographic map and have
 SX0784.an estimated accuracy of +/- 6 seconds.
 SX0784
 SX0784.The orthometric height was determined by differential leveling
 SX0784.and adjusted by the National Geodetic Survey in June 1991..
 SX0784
 SX0784.The geoid height was determined by GEOID03.
 SX0784
 SX0784.The dynamic height is computed by dividing the NAVD 88
 SX0784.geopotential number by the normal gravity value computed on the
 SX0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0784.degrees latitude (g = 980.6199 gals.).
 SX0784
 SX0784.The modeled gravity was interpolated from observed gravity values.
 SX0784
 SX0784;                    North         East    Units  Estimated Accuracy
 SX0784;SPC WA N     -    26,060.      437,460.      MT  (+/- 180 meters Scaled)
 SX0784
 SX0784                          SUPERSEDED SURVEY CONTROL
 SX0784
 SX0784  NGVD 29 (??/??/92)  395.02   (m)         1296.0    (f) COMPUTED    1 2
 SX0784
 SX0784.Superseded values are not recommended for survey control.
 SX0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0784.See file dsdata.txt to determine how the superseded data were derived.
 SX0784
 SX0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT014317(NAD 83)
 SX0784_MARKER: DB = BENCH MARK DISK
 SX0784_SETTING: 80 = SET IN A BOULDER
 SX0784_STAMPING: A 249 1944
 SX0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0784+STABILITY: SURFACE MOTION
 SX0784
 SX0784  HISTORY     - Date     Condition        Report By
 SX0784  HISTORY     - 1944     MONUMENTED       CGS
 SX0784  HISTORY     - 1955     MARK NOT FOUND   USGS
 SX0784
 SX0784                          STATION DESCRIPTION
 SX0784
 SX0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0784'1.1 MI W FROM MAYWOOD.
 SX0784'1.1 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SX0784'MAYWOOD, SET AT MILEPOST NO. 68, IN TOP OF A BOULDER, ON THE SOUTH
 SX0784'SLOPE OF HILL, 67.2 FEET WEST OF THE MILEPOST, 18.8 FEET NORTH OF THE
 SX0784'NORTH RAIL OF TRACK, ABOUT 1.5 FEET ABOVE TRACK LEVEL.  BENCH MARK
 SX0784'DISK.
 SX0784
 SX0784                          STATION RECOVERY (1955)
 SX0784
 SX0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 SX0784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0785 ***********************************************************************
 SX0785  DESIGNATION -  A 249 RESET
 SX0785  PID         -  SX0785
 SX0785  STATE/COUNTY-  WA/KING
 SX0785  USGS QUAD   -  GREENWATER (1986)
 SX0785
 SX0785                         *CURRENT SURVEY CONTROL
 SX0785  ___________________________________________________________________
 SX0785* NAD 83(1986)-  47 13 53.     (N)    121 39 33.     (W)     SCALED    
 SX0785* NAVD 88     -       395.82   (+/-2cm)    1298.6    (feet)  VERTCON   
 SX0785  ___________________________________________________________________
 SX0785  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SX0785
 SX0785  VERT ORDER  -  THIRD (See Below)
 SX0785
 SX0785.The horizontal coordinates were scaled from a topographic map and have
 SX0785.an estimated accuracy of +/- 6 seconds.
 SX0785
 SX0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0785.The vertical order pertains to the NGVD 29 superseded value.
 SX0785
 SX0785.The geoid height was determined by GEOID03.
 SX0785
 SX0785;                    North         East    Units  Estimated Accuracy
 SX0785;SPC WA N     -    26,060.      437,460.      MT  (+/- 180 meters Scaled)
 SX0785
 SX0785                          SUPERSEDED SURVEY CONTROL
 SX0785
 SX0785  NGVD 29 (??/??/??)  394.67   (m)         1294.8    (f) RESET       3  
 SX0785
 SX0785.Superseded values are not recommended for survey control.
 SX0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0785.See file dsdata.txt to determine how the superseded data were derived.
 SX0785
 SX0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT014317(NAD 83)
 SX0785_MARKER: DB = BENCH MARK DISK
 SX0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0785_SP_SET: FOOTING
 SX0785_STAMPING: A 249 RESET 1952
 SX0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0785
 SX0785  HISTORY     - Date     Condition        Report By
 SX0785  HISTORY     - 1952     MONUMENTED       BPA
 SX0785
 SX0785                          STATION DESCRIPTION
 SX0785
 SX0785'DESCRIBED BY BONNEVILLE POWER ADMINISTRATION 1952
 SX0785'1.1 MI W FROM MAYWOOD.
 SX0785'1.1 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SX0785'MAYWOOD, KING COUNTY, AT A WOODEN BRIDGE OVER THE TRACK AND GREEN
 SX0785'RIVER, IN THE TOP OF THE CONCRETE FOOTING OF THE FIRST BENT NORTH OF
 SX0785'THE TRACK, AND NEAR THE WEST END OF THE FOOTING.  A STANDARD DISK,
 SX0785'STAMPED A 249 RESET 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0942 ***********************************************************************
 SV0942  DESIGNATION -  A 25
 SV0942  PID         -  SV0942
 SV0942  STATE/COUNTY-  WA/STEVENS
 SV0942  USGS QUAD   -  CLAYTON (1973)
 SV0942
 SV0942                         *CURRENT SURVEY CONTROL
 SV0942  ___________________________________________________________________
 SV0942* NAD 83(1986)-  47 59 49.     (N)    117 33 32.     (W)     SCALED    
 SV0942* NAVD 88     -       686.779  (meters)    2253.21   (feet)  ADJUSTED  
 SV0942  ___________________________________________________________________
 SV0942  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SV0942  DYNAMIC HT  -         686.831 (meters)    2253.38  (feet)  COMP
 SV0942  MODELED GRAV-     980,665.1   (mgal)                       NAVD 88
 SV0942
 SV0942  VERT ORDER  -  FIRST     CLASS II
 SV0942
 SV0942.The horizontal coordinates were scaled from a topographic map and have
 SV0942.an estimated accuracy of +/- 6 seconds.
 SV0942
 SV0942.The orthometric height was determined by differential leveling
 SV0942.and adjusted by the National Geodetic Survey in June 1991..
 SV0942
 SV0942.The geoid height was determined by GEOID03.
 SV0942
 SV0942.The dynamic height is computed by dividing the NAVD 88
 SV0942.geopotential number by the normal gravity value computed on the
 SV0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0942.degrees latitude (g = 980.6199 gals.).
 SV0942
 SV0942.The modeled gravity was interpolated from observed gravity values.
 SV0942
 SV0942;                    North         East    Units  Estimated Accuracy
 SV0942;SPC WA N     -   116,040.      744,280.      MT  (+/- 180 meters Scaled)
 SV0942
 SV0942                          SUPERSEDED SURVEY CONTROL
 SV0942
 SV0942  NGVD 29 (??/??/92)  685.592  (m)         2249.31   (f) ADJ UNCH    1 2
 SV0942
 SV0942.Superseded values are not recommended for survey control.
 SV0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0942.See file dsdata.txt to determine how the superseded data were derived.
 SV0942
 SV0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP583161(NAD 83)
 SV0942_MARKER: DB = BENCH MARK DISK
 SV0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0942_STAMPING: A 25 1931
 SV0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0942+STABILITY: SURFACE MOTION
 SV0942
 SV0942  HISTORY     - Date     Condition        Report By
 SV0942  HISTORY     - 1931     MONUMENTED       CGS
 SV0942  HISTORY     - 1973     GOOD             USGS
 SV0942
 SV0942                          STATION DESCRIPTION
 SV0942
 SV0942'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SV0942'IN CLAYTON.
 SV0942'AT CLAYTON, STEVENS COUNTY, 850 FEET WEST OF A RAILROAD GRADE
 SV0942'CROSSING, 84 FEET NORTH AND 171 FEET EAST OF THE CLAYTON P.O., 61 FEET
 SV0942'SOUTHWEST OF A RAILROAD TELEPHONE SHACK, 39 FEET SOUTH OF THE TRACK,
 SV0942'41 FEET NORTH OF THE CENTER OF THE STREET, AND 4 FEET WEST OF POLE
 SV0942'185.  A STANDARD DISK STAMPED A 25 1931 AND SET IN THE TOP OF A
 SV0942'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0815 ***********************************************************************
 SA0815  DESIGNATION -  A 250
 SA0815  PID         -  SA0815
 SA0815  STATE/COUNTY-  WA/FRANKLIN
 SA0815  USGS QUAD   -  ELTOPIA (1992)
 SA0815
 SA0815                         *CURRENT SURVEY CONTROL
 SA0815  ___________________________________________________________________
 SA0815* NAD 83(1986)-  46 22 31.     (N)    119 04 37.     (W)     SCALED    
 SA0815* NAVD 88     -       168.764  (meters)     553.69   (feet)  ADJUSTED  
 SA0815  ___________________________________________________________________
 SA0815  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SA0815  DYNAMIC HT  -         168.769 (meters)     553.70  (feet)  COMP
 SA0815  MODELED GRAV-     980,642.7   (mgal)                       NAVD 88
 SA0815
 SA0815  VERT ORDER  -  FIRST     CLASS II
 SA0815
 SA0815.The horizontal coordinates were scaled from a topographic map and have
 SA0815.an estimated accuracy of +/- 6 seconds.
 SA0815
 SA0815.The orthometric height was determined by differential leveling
 SA0815.and adjusted by the National Geodetic Survey in June 1991..
 SA0815
 SA0815.The geoid height was determined by GEOID03.
 SA0815
 SA0815.The dynamic height is computed by dividing the NAVD 88
 SA0815.geopotential number by the normal gravity value computed on the
 SA0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0815.degrees latitude (g = 980.6199 gals.).
 SA0815
 SA0815.The modeled gravity was interpolated from observed gravity values.
 SA0815
 SA0815;                    North         East    Units  Estimated Accuracy
 SA0815;SPC WA S     -   116,800.      609,470.      MT  (+/- 180 meters Scaled)
 SA0815
 SA0815                          SUPERSEDED SURVEY CONTROL
 SA0815
 SA0815  NGVD 29 (??/??/92)  167.718  (m)          550.25   (f) ADJ UNCH    1 2
 SA0815
 SA0815.Superseded values are not recommended for survey control.
 SA0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0815.See file dsdata.txt to determine how the superseded data were derived.
 SA0815
 SA0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM402378(NAD 83)
 SA0815_MARKER: DB = BENCH MARK DISK
 SA0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0815_SP_SET: CONCRETE POST
 SA0815_STAMPING: A 250 1944
 SA0815_MARK LOGO: CGS   
 SA0815_PROJECTION: PROJECTING 12 CENTIMETERS
 SA0815_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0815+STABILITY: SURFACE MOTION
 SA0815
 SA0815  HISTORY     - Date     Condition        Report By
 SA0815  HISTORY     - 1944     MONUMENTED       CGS
 SA0815  HISTORY     - 1981     GOOD             NGS
 SA0815  HISTORY     - 19850719 GOOD             NGS
 SA0815
 SA0815                          STATION DESCRIPTION
 SA0815
 SA0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0815'6.6 MI S FROM ELTOPIA.
 SA0815'ALONG THE NORTHERN PACIFIC RAILROAD 6.6 MILES SOUTH OF THE STATION AT
 SA0815'ELTOPIA, 3.0 MILES NORTH OF THE STATION AT GLADE, 50 FEET EAST AND
 SA0815'DIRECTLY ACROSS THE TRACK FROM MILEPOST 135, APPROXIMATELY 195 YARDS
 SA0815'WEST OF THE HIGHWAY, 27.5 FEET NORTH OF TELEGRAPH POLE 61BG, 35 FEET
 SA0815'EAST OF EAST RAIL, IN LINE WITH THE TELEGRAPH POLES, 2 FEET SOUTH OF A
 SA0815'4 INCH X 4 INCH WHITE WOODEN POST.
 SA0815
 SA0815                          STATION RECOVERY (1981)
 SA0815
 SA0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0815'9.3 KM (5.8 MI) SOUTH ALONG US HIGHWAY 395 FROM THE JUNCTION OF
 SA0815'BLANTON ROAD AT ELTOPIA, 15.2 METERS (50.0 FT) EAST ACROSS THE TRACKS
 SA0815'FROM THE BURLINGTON NORTHERN RAILROAD MILEPOST NUMBER 135, 0.7 KM
 SA0815'(0,45 MI) SOUTH OF HIGHWAY MILEPOST NUMBER 32, 64.0 METERS (210.0 FT)
 SA0815'WEST OF THE CENTERLINE OF THE HIGHWAY, 10.7 METERS (35.0 FT) EAST OF
 SA0815'THE EAST RAIL, 8.4 METERS (27.5 FT) NORTH OF TELEPHONE POLE NUMBER
 SA0815'61-BG, 7.2 METERS (23.5 FT) WEST OF THE CENTERLINE OF THE RAILROAD
 SA0815'MAINTANCE ROAD.
 SA0815'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SA0815'THE MARK IS 1.0 M BELOW THE TRACKS.
 SA0815
 SA0815                          STATION RECOVERY (1985)
 SA0815
 SA0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 SA0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0580 ***********************************************************************
 SA0580  DESIGNATION -  A 251
 SA0580  PID         -  SA0580
 SA0580  STATE/COUNTY-  WA/FRANKLIN
 SA0580  USGS QUAD   -  CONNELL (1970)
 SA0580
 SA0580                         *CURRENT SURVEY CONTROL
 SA0580  ___________________________________________________________________
 SA0580* NAD 83(1986)-  46 39 26.     (N)    118 52 14.     (W)     SCALED    
 SA0580* NAVD 88     -       257.859  (meters)     845.99   (feet)  ADJUSTED  
 SA0580  ___________________________________________________________________
 SA0580  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SA0580  DYNAMIC HT  -         257.868 (meters)     846.02  (feet)  COMP
 SA0580  MODELED GRAV-     980,643.9   (mgal)                       NAVD 88
 SA0580
 SA0580  VERT ORDER  -  FIRST     CLASS II
 SA0580
 SA0580.The horizontal coordinates were scaled from a topographic map and have
 SA0580.an estimated accuracy of +/- 6 seconds.
 SA0580
 SA0580.The orthometric height was determined by differential leveling
 SA0580.and adjusted by the National Geodetic Survey in June 1991..
 SA0580
 SA0580.The geoid height was determined by GEOID03.
 SA0580
 SA0580.The dynamic height is computed by dividing the NAVD 88
 SA0580.geopotential number by the normal gravity value computed on the
 SA0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0580.degrees latitude (g = 980.6199 gals.).
 SA0580
 SA0580.The modeled gravity was interpolated from observed gravity values.
 SA0580
 SA0580;                    North         East    Units  Estimated Accuracy
 SA0580;SPC WA S     -   148,440.      624,700.      MT  (+/- 180 meters Scaled)
 SA0580
 SA0580                          SUPERSEDED SURVEY CONTROL
 SA0580
 SA0580  NGVD 29 (??/??/92)  256.772  (m)          842.43   (f) ADJ UNCH    1 2
 SA0580
 SA0580.Superseded values are not recommended for survey control.
 SA0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0580.See file dsdata.txt to determine how the superseded data were derived.
 SA0580
 SA0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM568687(NAD 83)
 SA0580_MARKER: DB = BENCH MARK DISK
 SA0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0580_STAMPING: A 251 1944
 SA0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0580+STABILITY: SURFACE MOTION
 SA0580
 SA0580  HISTORY     - Date     Condition        Report By
 SA0580  HISTORY     - 1944     MONUMENTED       CGS
 SA0580  HISTORY     - 1976     POOR             LOCENG
 SA0580
 SA0580                          STATION DESCRIPTION
 SA0580
 SA0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0580'0.6 MI SW FROM CONNELL.
 SA0580'0.6 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SA0580'AT CONNELL, FRANKLIN COUNTY, ABOUT 150 FEET SOUTHWEST OF THE SWITCH
 SA0580'STAND AT THE SOUTHWEST END OF A SIDING, ABOUT 145 FEET SOUTHWEST OF
 SA0580'SIGNAL 1106, 51.5 FEET WEST OF POLE 6 CK, 29.6 FEET SOUTHEAST OF THE
 SA0580'SOUTHEAST RAIL, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 SA0580'ABOUT 4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED A 251
 SA0580'1944 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 SA0580'GROUND.
 SA0580
 SA0580                          STATION RECOVERY (1976)
 SA0580
 SA0580'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 SA0580'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0567 ***********************************************************************
 SY0567  DESIGNATION -  A 252
 SY0567  PID         -  SY0567
 SY0567  STATE/COUNTY-  WA/PIERCE
 SY0567  USGS QUAD   -  SUMNER (1993)
 SY0567
 SY0567                         *CURRENT SURVEY CONTROL
 SY0567  ___________________________________________________________________
 SY0567* NAD 83(1986)-  47 14 57.     (N)    122 13 49.     (W)     SCALED    
 SY0567* NAVD 88     -        22.560  (meters)      74.02   (feet)  ADJUSTED  
 SY0567  ___________________________________________________________________
 SY0567  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY0567  DYNAMIC HT  -          22.563 (meters)      74.03  (feet)  COMP
 SY0567  MODELED GRAV-     980,744.7   (mgal)                       NAVD 88
 SY0567
 SY0567  VERT ORDER  -  FIRST     CLASS I
 SY0567
 SY0567.The horizontal coordinates were scaled from a topographic map and have
 SY0567.an estimated accuracy of +/- 6 seconds.
 SY0567
 SY0567.The orthometric height was determined by differential leveling
 SY0567.and adjusted by the National Geodetic Survey in June 1991..
 SY0567.WARNING-Repeat measurements at this control monument indicate possible
 SY0567.vertical movement.
 SY0567
 SY0567.The geoid height was determined by GEOID03.
 SY0567
 SY0567.The dynamic height is computed by dividing the NAVD 88
 SY0567.geopotential number by the normal gravity value computed on the
 SY0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0567.degrees latitude (g = 980.6199 gals.).
 SY0567
 SY0567.The modeled gravity was interpolated from observed gravity values.
 SY0567
 SY0567;                    North         East    Units  Estimated Accuracy
 SY0567;SPC WA S     -   214,390.      369,030.      MT  (+/- 180 meters Scaled)
 SY0567
 SY0567                          SUPERSEDED SURVEY CONTROL
 SY0567
 SY0567  NGVD 29 (??/??/??)   21.490  (m)           70.51   (f) ADJUSTED    1 1
 SY0567
 SY0567.Superseded values are not recommended for survey control.
 SY0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0567.See file dsdata.txt to determine how the superseded data were derived.
 SY0567
 SY0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET582331(NAD 83)
 SY0567_MARKER: DB = BENCH MARK DISK
 SY0567_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SY0567+WITH SETTING: PAVEMENT
 SY0567_SP_SET: POWER TOWER FOUNDATION
 SY0567_STAMPING: A 252 1944
 SY0567_MARK LOGO: CGS   
 SY0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0567+STABILITY: SURFACE MOTION
 SY0567
 SY0567  HISTORY     - Date     Condition        Report By
 SY0567  HISTORY     - 1944     MONUMENTED       CGS
 SY0567  HISTORY     - 1973     GOOD             NGS
 SY0567  HISTORY     - 1988     GOOD             USPSQD
 SY0567  HISTORY     - 19950622 GOOD             WADT
 SY0567  HISTORY     - 19980125 POOR             USPSQD
 SY0567
 SY0567                          STATION DESCRIPTION
 SY0567
 SY0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0567'4.0 MI S FROM AUBURN.
 SY0567'2.9 MILES SOUTH ALONG A STREET SE FROM THE JUNCTION OF EAST MAIN
 SY0567'STREET AT AUBURN, THENCE 1.1 MILES SOUTH ALONG THE BURLINGTON-NORTHERN
 SY0567'RAILROAD, 3.45 MILES NORTH OF SUMNER, 0.55 MILE SOUTH OF THE
 SY0567'KING-PIERCE COUNTY LINE, AT THE CROSSING OF STEWART ROAD AND A STEEL
 SY0567'TOWER POWER TRANSMISSION LINE, IN THE TOP OF THE SOUTHEAST CORNER OF
 SY0567'THE CONCRETE BASE OF THE NORTHEAST STEEL LEG OF THE FIRST TOWER WEST
 SY0567'OF THE TRACK, 77.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 68
 SY0567'1/2 FEET SOUTH OF THE CENTER LINE OF A ROAD, ABOUT 13 FEET LOWER THAN
 SY0567'THE TRACK AND 2 FEET ABOVE THE GROUND.  1/4, SEC 1, T 20N, R 4E.
 SY0567
 SY0567                          STATION RECOVERY (1988)
 SY0567
 SY0567'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0567'RECOVERED IN GOOD CONDITION.
 SY0567
 SY0567                          STATION RECOVERY (1995)
 SY0567
 SY0567'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SY0567'RECOVERED AS DESCRIBED.
 SY0567
 SY0567                          STATION RECOVERY (1998)
 SY0567
 SY0567'RECOVERY NOTE BY US POWER SQUADRON 1998
 SY0567'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1361 ***********************************************************************
 SY1361  DESIGNATION -  A 253
 SY1361  PID         -  SY1361
 SY1361  STATE/COUNTY-  WA/MASON
 SY1361  USGS QUAD   -  SHELTON (1981)
 SY1361
 SY1361                         *CURRENT SURVEY CONTROL
 SY1361  ___________________________________________________________________
 SY1361* NAD 83(1986)-  47 13 09.     (N)    123 04 48.     (W)     SCALED    
 SY1361* NAVD 88     -        15.314  (meters)      50.24   (feet)  POSTED    
 SY1361  ___________________________________________________________________
 SY1361  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 SY1361  DYNAMIC HT  -          15.320 (meters)      50.26  (feet)  COMP
 SY1361  MODELED GRAV-     980,806.4   (mgal)                       NAVD 88
 SY1361
 SY1361  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1361
 SY1361.The horizontal coordinates were scaled from a topographic map and have
 SY1361.an estimated accuracy of +/- 6 seconds.
 SY1361
 SY1361.The orthometric height was determined by differential leveling
 SY1361.and adjusted by the National Geodetic Survey in 1992..
 SY1361.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1361.rate of 0.0 thru 1.0 mm/km.
 SY1361
 SY1361.The geoid height was determined by GEOID03.
 SY1361
 SY1361.The dynamic height is computed by dividing the NAVD 88
 SY1361.geopotential number by the normal gravity value computed on the
 SY1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1361.degrees latitude (g = 980.6199 gals.).
 SY1361
 SY1361.The modeled gravity was interpolated from observed gravity values.
 SY1361
 SY1361;                    North         East    Units  Estimated Accuracy
 SY1361;SPC WA S     -   212,810.      304,620.      MT  (+/- 180 meters Scaled)
 SY1361
 SY1361                          SUPERSEDED SURVEY CONTROL
 SY1361
 SY1361  NGVD 29 (??/??/??)   14.254  (m)           46.77   (f) ADJUSTED    1 2
 SY1361
 SY1361.Superseded values are not recommended for survey control.
 SY1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1361.See file dsdata.txt to determine how the superseded data were derived.
 SY1361
 SY1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT939295(NAD 83)
 SY1361_MARKER: DB = BENCH MARK DISK
 SY1361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1361_SP_SET: DRIVEWAY
 SY1361_STAMPING: A 253 1944
 SY1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1361
 SY1361  HISTORY     - Date     Condition        Report By
 SY1361  HISTORY     - 1944     MONUMENTED       CGS
 SY1361  HISTORY     - 1958     GOOD             CGS
 SY1361  HISTORY     - 1987     GOOD             USPSQD
 SY1361  HISTORY     - 1988     GOOD             USPSQD
 SY1361  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1361  HISTORY     - 1989     GOOD             USPSQD
 SY1361  HISTORY     - 20020329 MARK NOT FOUND   USPSQD
 SY1361
 SY1361                          STATION DESCRIPTION
 SY1361
 SY1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SY1361'IN SHELTON.
 SY1361'1.4 MILES NORTHEAST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY1361'SHELTON, MASON COUNTY, AT THE SHELL OIL CO. BULK-STORAGE PLANT, 8.4
 SY1361'FEET SOUTHEAST OF THE SOUTHEAST WALL OF THE LOADING PLATFORM, IN THE
 SY1361'TOP OF THE EAST CORNER OF THE CONCRETE DRIVEWAY, 16.2 FEET NORTHWEST
 SY1361'OF THE CENTERLINE OF THE HIGHWAY, AND 16 FEET SOUTH-SOUTHWEST OF THE
 SY1361'SOUTH CORNER OF THE GARAGE.  A STANDARD DISK, STAMPED A 253 1944.
 SY1361
 SY1361                          STATION RECOVERY (1987)
 SY1361
 SY1361'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1361'RECOVERED IN GOOD CONDITION.
 SY1361
 SY1361                          STATION RECOVERY (1988)
 SY1361
 SY1361'RECOVERY NOTE BY US POWER SQUADRON 1988 (GTW)
 SY1361'RECOVERED IN GOOD CONDITION.
 SY1361
 SY1361                          STATION RECOVERY (1988)
 SY1361
 SY1361'RECOVERY NOTE BY US POWER SQUADRON 1988 (EBO)
 SY1361'MARK NOT FOUND.
 SY1361
 SY1361                          STATION RECOVERY (1989)
 SY1361
 SY1361'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1361'RECOVERED IN GOOD CONDITION.
 SY1361
 SY1361                          STATION RECOVERY (2002)
 SY1361
 SY1361'RECOVERY NOTE BY US POWER SQUADRON 2002 (PCL)
 SY1361'SHELL OIL BULK STORAGE STATION REMOVED. DRIVEWAYS PARTIAL REMOVED.
 SY1361'SECTION WHERE BENCHMARK LOCATED MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0823 ***********************************************************************
 SY0823  DESIGNATION -  A 254
 SY0823  PID         -  SY0823
 SY0823  STATE/COUNTY-  WA/MASON
 SY0823  USGS QUAD   -  BELFAIR (1994)
 SY0823
 SY0823                         *CURRENT SURVEY CONTROL
 SY0823  ___________________________________________________________________
 SY0823* NAD 83(1986)-  47 28 12.     (N)    122 48 05.     (W)     SCALED    
 SY0823* NAVD 88     -       104.119  (meters)     341.60   (feet)  POSTED    
 SY0823  ___________________________________________________________________
 SY0823  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 SY0823  DYNAMIC HT  -         104.140 (meters)     341.67  (feet)  COMP
 SY0823  MODELED GRAV-     980,809.2   (mgal)                       NAVD 88
 SY0823
 SY0823  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0823
 SY0823.The horizontal coordinates were scaled from a topographic map and have
 SY0823.an estimated accuracy of +/- 6 seconds.
 SY0823
 SY0823.The orthometric height was determined by differential leveling
 SY0823.and adjusted by the National Geodetic Survey in 1992..
 SY0823.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0823.rate of 0.0 thru 1.0 mm/km.
 SY0823
 SY0823.The geoid height was determined by GEOID03.
 SY0823
 SY0823.The dynamic height is computed by dividing the NAVD 88
 SY0823.geopotential number by the normal gravity value computed on the
 SY0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0823.degrees latitude (g = 980.6199 gals.).
 SY0823
 SY0823.The modeled gravity was interpolated from observed gravity values.
 SY0823
 SY0823;                    North         East    Units  Estimated Accuracy
 SY0823;SPC WA S     -   240,040.      326,530.      MT  (+/- 180 meters Scaled)
 SY0823
 SY0823                          SUPERSEDED SURVEY CONTROL
 SY0823
 SY0823  NGVD 29 (??/??/??)  103.055  (m)          338.11   (f) ADJUSTED    1 2
 SY0823
 SY0823.Superseded values are not recommended for survey control.
 SY0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0823.See file dsdata.txt to determine how the superseded data were derived.
 SY0823
 SY0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET149574(NAD 83)
 SY0823_MARKER: DB = BENCH MARK DISK
 SY0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0823_STAMPING: A 254 1944
 SY0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0823+STABILITY: SURFACE MOTION
 SY0823
 SY0823  HISTORY     - Date     Condition        Report By
 SY0823  HISTORY     - 1944     MONUMENTED       CGS
 SY0823  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 SY0823  HISTORY     - 19960318 MARK NOT FOUND   USPSQD
 SY0823
 SY0823                          STATION DESCRIPTION
 SY0823
 SY0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0823'2 MI NE FROM BELFAIR.
 SY0823'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 SY0823'BELFAIR, MASON COUNTY, ABOUT 200 FEET NORTHEAST OF THE JUNCTION OF A
 SY0823'SIDE ROAD LEADING NORTH, 32.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 SY0823'HIGHWAY,15.5 FEET NORTH OF TELEPHONE POLE 181, AND 2.5 FEET SOUTHWEST
 SY0823'OF A WHITE WOODEN POST.  A STANDARD DISK, STAMPED A 254 1944 AND SET
 SY0823'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 SY0823
 SY0823                          STATION RECOVERY (1995)
 SY0823
 SY0823'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY0823'MARK NOT FOUND.
 SY0823
 SY0823                          STATION RECOVERY (1996)
 SY0823
 SY0823'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0947 ***********************************************************************
 SY0947  DESIGNATION -  A 255
 SY0947  PID         -  SY0947
 SY0947  STATE/COUNTY-  WA/KITSAP
 SY0947  USGS QUAD   -  POULSBO (1981)
 SY0947
 SY0947                         *CURRENT SURVEY CONTROL
 SY0947  ___________________________________________________________________
 SY0947* NAD 83(1986)-  47 41 29.     (N)    122 39 50.     (W)     SCALED    
 SY0947* NAVD 88     -       112.922  (meters)     370.48   (feet)  POSTED    
 SY0947  ___________________________________________________________________
 SY0947  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SY0947  DYNAMIC HT  -         112.940 (meters)     370.54  (feet)  COMP
 SY0947  MODELED GRAV-     980,758.5   (mgal)                       NAVD 88
 SY0947
 SY0947  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0947
 SY0947.The horizontal coordinates were scaled from a topographic map and have
 SY0947.an estimated accuracy of +/- 6 seconds.
 SY0947
 SY0947.The orthometric height was determined by differential leveling
 SY0947.and adjusted by the National Geodetic Survey in 1992..
 SY0947.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0947.rate of 0.0 thru 1.0 mm/km.
 SY0947
 SY0947.The geoid height was determined by GEOID03.
 SY0947
 SY0947.The dynamic height is computed by dividing the NAVD 88
 SY0947.geopotential number by the normal gravity value computed on the
 SY0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0947.degrees latitude (g = 980.6199 gals.).
 SY0947
 SY0947.The modeled gravity was interpolated from observed gravity values.
 SY0947
 SY0947;                    North         East    Units  Estimated Accuracy
 SY0947;SPC WA N     -    78,500.      362,600.      MT  (+/- 180 meters Scaled)
 SY0947
 SY0947                          SUPERSEDED SURVEY CONTROL
 SY0947
 SY0947  NGVD 29 (??/??/??)  111.844  (m)          366.94   (f) ADJUSTED    1 2
 SY0947
 SY0947.Superseded values are not recommended for survey control.
 SY0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0947.See file dsdata.txt to determine how the superseded data were derived.
 SY0947
 SY0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET252820(NAD 83)
 SY0947_MARKER: DB = BENCH MARK DISK
 SY0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0947_STAMPING: A 255 1944
 SY0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0947+STABILITY: SURFACE MOTION
 SY0947
 SY0947  HISTORY     - Date     Condition        Report By
 SY0947  HISTORY     - 1944     MONUMENTED       CGS
 SY0947  HISTORY     - 1983     GOOD             LOCSUR
 SY0947  HISTORY     - 19970421 GOOD             USPSQD
 SY0947
 SY0947                          STATION DESCRIPTION
 SY0947
 SY0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0947'3.6 MI N FROM SILVERDALE.
 SY0947'3.6 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE GRADE SCHOOL AT
 SY0947'SILVERDALE, KITSAP COUNTY, AT THE JUNCTION OF A PRIVATE ROAD LEADING
 SY0947'SOUTHEAST, 33 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26 FEET
 SY0947'NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 1.6 FEET SOUTHWEST OF A
 SY0947'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 255 1944 AND
 SY0947'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 SY0947
 SY0947                          STATION RECOVERY (1983)
 SY0947
 SY0947'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SY0947'RECOVERED IN GOOD CONDITION.
 SY0947
 SY0947                          STATION RECOVERY (1997)
 SY0947
 SY0947'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0932 ***********************************************************************
 SY0932  DESIGNATION -  A 256 RESET 1975
 SY0932  PID         -  SY0932
 SY0932  STATE/COUNTY-  WA/KITSAP
 SY0932  USGS QUAD   -  BREMERTON WEST (1981)
 SY0932
 SY0932                         *CURRENT SURVEY CONTROL
 SY0932  ___________________________________________________________________
 SY0932* NAD 83(1986)-  47 35 01.     (N)    122 41 28.     (W)     SCALED    
 SY0932* NAVD 88     -        19.87   (+/-2cm)      65.2    (feet)  VERTCON   
 SY0932  ___________________________________________________________________
 SY0932  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 SY0932
 SY0932  VERT ORDER  -  THIRD (See Below)
 SY0932
 SY0932.The horizontal coordinates were scaled from a topographic map and have
 SY0932.an estimated accuracy of +/- 6 seconds.
 SY0932
 SY0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0932.The vertical order pertains to the NGVD 29 superseded value.
 SY0932
 SY0932.The geoid height was determined by GEOID03.
 SY0932
 SY0932;                    North         East    Units  Estimated Accuracy
 SY0932;SPC WA N     -    66,570.      360,270.      MT  (+/- 180 meters Scaled)
 SY0932
 SY0932                          SUPERSEDED SURVEY CONTROL
 SY0932
 SY0932  NGVD 29 (??/??/??)   18.80   (m)           61.7    (f) RESET       3  
 SY0932
 SY0932.Superseded values are not recommended for survey control.
 SY0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0932.See file dsdata.txt to determine how the superseded data were derived.
 SY0932
 SY0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET232700(NAD 83)
 SY0932_MARKER: DB = BENCH MARK DISK
 SY0932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0932_SP_SET: CULVERT
 SY0932_STAMPING: A 256 RESET 1975
 SY0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0932
 SY0932  HISTORY     - Date     Condition        Report By
 SY0932  HISTORY     - 1975     MONUMENTED       NGS
 SY0932  HISTORY     - 1987     GOOD             USPSQD
 SY0932  HISTORY     - 19980127 GOOD             USPSQD
 SY0932  HISTORY     - 20051120 GOOD             USPSQD
 SY0932
 SY0932                          STATION DESCRIPTION
 SY0932
 SY0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 SY0932'2 MI NW FROM BREMERTON.
 SY0932'TO REACH FROM THE POINT WHERE AUSTIN ROAD PASSES OVER STATE HIGHWAY 3,
 SY0932'ABOUT 1 MILE NORTH OF BREMERTON, GO EAST ON AUSTIN ROAD FOR 0.2 MILE
 SY0932'TO THE BREMERTON-KITSAP CO. DEPT. OF PUBLIC HEALTH BUILDING ON THE
 SY0932'RIGHT, CONTINUE EAST 0.1 MILE TO A Y, ON A SLOPE TO THE EAST AND ABOUT
 SY0932'10 YARDS BEYOND A SIDE ROAD RIGHT, KEEP LEFT ABOUT 40 YARDS TO A
 SY0932'10-FOOT DEEP GULLY WHICH RUNS WEST FROM THE ROAD, AND THE MARK IN THE
 SY0932'CENTER OF THE CONCRETE HEADWALL OF THE CULVERT, 35 FEET WEST OF THE
 SY0932'CENTER OF THE ROAD, AND 58 YARDS NORTH OF THE CENTER OF THE EAST-WEST
 SY0932'STREET.  SECTION 9, T 24N, R 1E.
 SY0932
 SY0932                          STATION RECOVERY (1987)
 SY0932
 SY0932'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0932'RECOVERED IN GOOD CONDITION.
 SY0932
 SY0932                          STATION RECOVERY (1998)
 SY0932
 SY0932'RECOVERY NOTE BY US POWER SQUADRON 1998
 SY0932'RECOVERED IN GOOD CONDITION.
 SY0932
 SY0932                          STATION RECOVERY (2005)
 SY0932
 SY0932'RECOVERY NOTE BY US POWER SQUADRON 2005
 SY0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0580 ***********************************************************************
 TR0580  DESIGNATION -  A 257
 TR0580  PID         -  TR0580
 TR0580  STATE/COUNTY-  WA/JEFFERSON
 TR0580  USGS QUAD   -  NORDLAND (1973)
 TR0580
 TR0580                         *CURRENT SURVEY CONTROL
 TR0580  ___________________________________________________________________
 TR0580* NAD 83(1986)-  48 01 33.     (N)    122 42 51.     (W)     SCALED    
 TR0580* NAVD 88     -         7.233  (meters)      23.73   (feet)  ADJUSTED  
 TR0580  ___________________________________________________________________
 TR0580  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 TR0580  DYNAMIC HT  -           7.235 (meters)      23.74  (feet)  COMP
 TR0580  MODELED GRAV-     980,869.2   (mgal)                       NAVD 88
 TR0580
 TR0580  VERT ORDER  -  FIRST     CLASS II
 TR0580
 TR0580.The horizontal coordinates were scaled from a topographic map and have
 TR0580.an estimated accuracy of +/- 6 seconds.
 TR0580
 TR0580.The orthometric height was determined by differential leveling
 TR0580.and adjusted by the National Geodetic Survey in June 1991..
 TR0580
 TR0580.The geoid height was determined by GEOID03.
 TR0580
 TR0580.The dynamic height is computed by dividing the NAVD 88
 TR0580.geopotential number by the normal gravity value computed on the
 TR0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0580.degrees latitude (g = 980.6199 gals.).
 TR0580
 TR0580.The modeled gravity was interpolated from observed gravity values.
 TR0580
 TR0580;                    North         East    Units  Estimated Accuracy
 TR0580;SPC WA N     -   115,770.      359,730.      MT  (+/- 180 meters Scaled)
 TR0580
 TR0580                          SUPERSEDED SURVEY CONTROL
 TR0580
 TR0580  NGVD 29 (??/??/92)    6.110  (m)           20.05   (f) ADJ UNCH    1 2
 TR0580
 TR0580.Superseded values are not recommended for survey control.
 TR0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0580.See file dsdata.txt to determine how the superseded data were derived.
 TR0580
 TR0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU213192(NAD 83)
 TR0580_MARKER: DB = BENCH MARK DISK
 TR0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0580_STAMPING: A 257 1944
 TR0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0580+STABILITY: SURFACE MOTION
 TR0580
 TR0580  HISTORY     - Date     Condition        Report By
 TR0580  HISTORY     - 1944     MONUMENTED       CGS
 TR0580
 TR0580                          STATION DESCRIPTION
 TR0580
 TR0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TR0580'IN INDIAN ISLAND.
 TR0580'ON INDIAN ISLAND, SET ALONG THE PAVED ROAD AT THE SOUTH END OF ISLAND,
 TR0580'0.9 MILE SOUTHEAST OF THE MAIN GATE OF THE NAVY INSTALLATION, 53 FEET
 TR0580'WEST OF THE NORTHWEST GATE, 25.8 FEET NORTH OF THE CENTER-LINE OF THE
 TR0580'PAVED ROAD, 1.9 FEET SOUTH OF THE FENCE, 1.9 FEET EAST OF REFERENCE
 TR0580'POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE
 TR0580'FIELD AND PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0116 ***********************************************************************
 SW0116  DESIGNATION -  A 258
 SW0116  PID         -  SW0116
 SW0116  STATE/COUNTY-  WA/ADAMS
 SW0116  USGS QUAD   -  RITZVILLE NE (1967)
 SW0116
 SW0116                         *CURRENT SURVEY CONTROL
 SW0116  ___________________________________________________________________
 SW0116* NAD 83(1986)-  47 12 40.     (N)    118 15 58.     (W)     SCALED    
 SW0116* NAVD 88     -       593.294  (meters)    1946.50   (feet)  ADJUSTED  
 SW0116  ___________________________________________________________________
 SW0116  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SW0116  DYNAMIC HT  -         593.316 (meters)    1946.57  (feet)  COMP
 SW0116  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 SW0116
 SW0116  VERT ORDER  -  FIRST     CLASS II
 SW0116
 SW0116.The horizontal coordinates were scaled from a topographic map and have
 SW0116.an estimated accuracy of +/- 6 seconds.
 SW0116
 SW0116.The orthometric height was determined by differential leveling
 SW0116.and adjusted by the National Geodetic Survey in June 1991..
 SW0116
 SW0116.The geoid height was determined by GEOID03.
 SW0116
 SW0116.The dynamic height is computed by dividing the NAVD 88
 SW0116.geopotential number by the normal gravity value computed on the
 SW0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0116.degrees latitude (g = 980.6199 gals.).
 SW0116
 SW0116.The modeled gravity was interpolated from observed gravity values.
 SW0116
 SW0116;                    North         East    Units  Estimated Accuracy
 SW0116;SPC WA S     -   211,120.      669,200.      MT  (+/- 180 meters Scaled)
 SW0116
 SW0116                          SUPERSEDED SURVEY CONTROL
 SW0116
 SW0116  NGVD 29 (??/??/92)  592.139  (m)         1942.71   (f) ADJ UNCH    1 2
 SW0116
 SW0116.Superseded values are not recommended for survey control.
 SW0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0116.See file dsdata.txt to determine how the superseded data were derived.
 SW0116
 SW0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN041294(NAD 83)
 SW0116_MARKER: DB = BENCH MARK DISK
 SW0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0116_STAMPING: A 258 1944
 SW0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0116+STABILITY: SURFACE MOTION
 SW0116
 SW0116  HISTORY     - Date     Condition        Report By
 SW0116  HISTORY     - 1944     MONUMENTED       CGS
 SW0116  HISTORY     - 1956     GOOD             NGS
 SW0116
 SW0116                          STATION DESCRIPTION
 SW0116
 SW0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SW0116'8.2 MI NE FROM RITZVILLE.
 SW0116'8.2 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SW0116'STATION AT RITZVILLE, AT TOKIO STATION SIGN POST, 66 FEET NORTHWEST OF
 SW0116'THE NORTHWEST RAIL OF MAIN TRACK, 1 FOOT BELOW THE TRACK, 3 FEET SOUTH
 SW0116'OF A REFERENCE POST.
 SW0116
 SW0116                          STATION RECOVERY (1956)
 SW0116
 SW0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SW0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1235 ***********************************************************************
 SW1235  DESIGNATION -  A 258
 SW1235  PID         -  SW1235
 SW1235  STATE/COUNTY-  WA/ADAMS
 SW1235  USGS QUAD   -  RITZVILLE NE (1967)
 SW1235
 SW1235                         *CURRENT SURVEY CONTROL
 SW1235  ___________________________________________________________________
 SW1235* NAD 83(1991)-  47 12 40.34602(N)    118 15 58.07308(W)     ADJUSTED  
 SW1235* NAVD 88     -       593.29   (+/-2cm)    1946.5    (feet)  VERTCON   
 SW1235  ___________________________________________________________________
 SW1235  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 SW1235  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SW1235
 SW1235  HORZ ORDER  -  THIRD
 SW1235  VERT ORDER  -  THIRD ? (See Below)
 SW1235
 SW1235.The horizontal coordinates were established by classical geodetic methods
 SW1235.and adjusted by the National Geodetic Survey in December 1991..
 SW1235
 SW1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1235.The vertical order pertains to the NGVD 29 superseded value.
 SW1235
 SW1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1235
 SW1235.The geoid height was determined by GEOID03.
 SW1235
 SW1235;                    North         East     Units Scale Factor Converg.
 SW1235;SPC WA S     -   211,128.803   669,201.464   MT  0.99997435   +1 37 21.6
 SW1235;SPC WA S     -   692,678.41  2,195,538.47   sFT  0.99997435   +1 37 21.6
 SW1235;SPC WA N     -    26,726.564   694,457.184   MT  1.00006637   +1 54 40.8
 SW1235;SPC WA N     -    87,685.40  2,278,398.28   sFT  1.00006637   +1 54 40.8
 SW1235;UTM  11      - 5,229,412.725   404,122.203   MT  0.99971297   -0 55 45.3
 SW1235
 SW1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1235!SPC WA S     -   0.99991008  x   0.99997435  =   0.99988443
 SW1235!SPC WA N     -   0.99991008  x   1.00006637  =   0.99997644
 SW1235!UTM  11      -   0.99991008  x   0.99971297  =   0.99962307
 SW1235
 SW1235:                Primary Azimuth Mark                     Grid Az
 SW1235:SPC WA S     -  A 258 AZ MK                              067 57 31.3
 SW1235:SPC WA N     -  A 258 AZ MK                              067 40 12.1
 SW1235:UTM  11      -  A 258 AZ MK                              070 30 38.2
 SW1235
 SW1235|---------------------------------------------------------------------|
 SW1235| PID    Reference Object                     Distance      Geod. Az  |
 SW1235|                                                           dddmmss.s |
 SW1235| CF1928 A 258 AZ MK                                        0693452.9 |
 SW1235| CF1929 A 258 RM 1                           14.361 METERS 08052     |
 SW1235| CF1930 A 258 RM 2                           10.377 METERS 18154     |
 SW1235| SW1230 TOKIO CENTENNIAL FLOUR CO ELEV      348.456 METERS 23748     |
 SW1235|---------------------------------------------------------------------|
 SW1235
 SW1235                          SUPERSEDED SURVEY CONTROL
 SW1235
 SW1235  NAD 83(1986)-  47 12 40.35865(N)    118 15 58.06741(W) AD(       ) 3
 SW1235  NAD 27      -  47 12 40.81700(N)    118 15 54.17600(W) AD(       ) 3
 SW1235  NGVD 29 (07/19/86)  592.14   (m)         1942.7    (f) LEVELING    3  
 SW1235
 SW1235.Superseded values are not recommended for survey control.
 SW1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1235.See file dsdata.txt to determine how the superseded data were derived.
 SW1235
 SW1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN0412229413(NAD 83)
 SW1235_MARKER: Z = SEE DESCRIPTION
 SW1235_SETTING: 0 = UNSPECIFIED SETTING
 SW1235
 SW1235  HISTORY     - Date     Condition        Report By
 SW1235  HISTORY     - 1950     MONUMENTED       CGS
 SW1235  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SW1235
 SW1235                          STATION DESCRIPTION
 SW1235
 SW1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1235'THE STATION IS LOCATED ALONG THE NORTHERN PACIFIC RAILROAD
 SW1235'RIGHT-OF-WAY AT THE EAST END OF THE TOKIO SIDING.  IT IS ABOUT 8
 SW1235'MILES AIRLINE NORTHEAST OF RITZVILLE, ABOUT 12 MILES AIRLINE SOUTH OF
 SW1235'MOHLER, AND ABOUT 14 MILES AIRLINE SOUTHEAST OF LAMONA.
 SW1235'
 SW1235'THE STATION IS 65.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 SW1235'RAILROAD, AND 3 FEET SOUTHEAST OF A WHITE WITNESS POST.  IT IS A
 SW1235'STANDARD CAST IRON BENCH MARK DISK THAT IS SET IN THE TOP OF AN
 SW1235'8-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 SW1235'THE DISK IS STAMPED--A 258 1944.
 SW1235'
 SW1235'REFERENCE MARK NUMBER ONE IS 53 FEET NORTHEAST OF THE SIGN TOKIO, 52
 SW1235'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD, AND ABOUT
 SW1235'THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN THE
 SW1235'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE
 SW1235'THE GROUND.  THE DISK IS STAMPED--BM A 258 NO 1 1950.
 SW1235'
 SW1235'REFERENCE MARK NUMBER TWO IS 35.5 FEET NORTHWEST OF THE NORTHWEST
 SW1235'RAIL OF THE RAILROAD, 23.5 FEET WEST OF THE RAILROAD SIGN TOKIO, AND
 SW1235'ABOUT 1-1/2 FEET HIGHER THAN THE STATION.  IT IS A STANDARD DISK SET
 SW1235'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 SW1235'ABOVE THE GROUND.  THE DISK IS STAMPED--BM A 258 NO 2 1950.
 SW1235'
 SW1235'THE AZIMUTH MARK IS 160 FEET NORTH OF THE CENTER LINE OF U.S.
 SW1235'HIGHWAY 395, 26 FEET WEST-SOUTHWEST OF THE CENTER LINE OF A GRAVEL
 SW1235'ROAD, AND 125 FEET SOUTH OF THE RAILROAD TRACKS.  IT IS A STANDARD
 SW1235'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 SW1235'INCHES ABOVE THE GROUND.  THE DISK IS STAMPED--BM A 258 1950.  TO
 SW1235'REACH THE MARK FROM THE STATION GO EASTERLY ALONG THE RAILROAD
 SW1235'TRACKS FOR 0.45 MILE TO A GRAVEL ROAD.  TURN RIGHT AND GO ABOUT 50
 SW1235'YARDS TO THE MARK ON THE RIGHT.
 SW1235'
 SW1235'TO REACH THE STATION FROM THE POST OFFICE IN RITZVILLE GO SOUTHEAST
 SW1235'ON DIVISION STREET FOR 0.1 MILE TO U.S. HIGHWAY 395.  TURN LEFT,
 SW1235'EASTERLY, AND GO 8.6 MILES TO A GRAVEL ROAD TO THE LEFT.  TURN LEFT
 SW1235'AND GO 0.05 MILE AND CROSS THE RAILROAD TRACKS.  AFTER CROSSING THE
 SW1235'TRACKS TURN LEFT AND FOLLOW THE RAILROAD TRACKS FOR 0.45 MILE TO THE
 SW1235'STATION.
 SW1235'
 SW1235'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
 SW1235
 SW1235                          STATION RECOVERY (1968)
 SW1235
 SW1235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 SW1235'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 AND 2 AND
 SW1235'AZIMUTH MARK WERE DESTROYED.  U.S. HIGHWAY 395 AS MENTIONED IN
 SW1235'ROUTE DESCRIPTION IS NOW BUSINESS 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0545 ***********************************************************************
 TR0545  DESIGNATION -  A 259
 TR0545  PID         -  TR0545
 TR0545  STATE/COUNTY-  WA/JEFFERSON
 TR0545  USGS QUAD   -  PORT TOWNSEND SOUTH (1981)
 TR0545
 TR0545                         *CURRENT SURVEY CONTROL
 TR0545  ___________________________________________________________________
 TR0545* NAD 83(1986)-  48 00 11.     (N)    122 50 13.     (W)     SCALED    
 TR0545* NAVD 88     -        72.903  (meters)     239.18   (feet)  ADJUSTED  
 TR0545  ___________________________________________________________________
 TR0545  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 TR0545  DYNAMIC HT  -          72.922 (meters)     239.24  (feet)  COMP
 TR0545  MODELED GRAV-     980,864.5   (mgal)                       NAVD 88
 TR0545
 TR0545  VERT ORDER  -  FIRST     CLASS II
 TR0545
 TR0545.The horizontal coordinates were scaled from a topographic map and have
 TR0545.an estimated accuracy of +/- 6 seconds.
 TR0545
 TR0545.The orthometric height was determined by differential leveling
 TR0545.and adjusted by the National Geodetic Survey in June 1991..
 TR0545
 TR0545.The geoid height was determined by GEOID03.
 TR0545
 TR0545.The dynamic height is computed by dividing the NAVD 88
 TR0545.geopotential number by the normal gravity value computed on the
 TR0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0545.degrees latitude (g = 980.6199 gals.).
 TR0545
 TR0545.The modeled gravity was interpolated from observed gravity values.
 TR0545
 TR0545;                    North         East    Units  Estimated Accuracy
 TR0545;SPC WA N     -   113,470.      350,510.      MT  (+/- 180 meters Scaled)
 TR0545
 TR0545                          SUPERSEDED SURVEY CONTROL
 TR0545
 TR0545  NGVD 29 (??/??/92)   71.780  (m)          235.50   (f) ADJ UNCH    1 2
 TR0545
 TR0545.Superseded values are not recommended for survey control.
 TR0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0545.See file dsdata.txt to determine how the superseded data were derived.
 TR0545
 TR0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU121166(NAD 83)
 TR0545_MARKER: DB = BENCH MARK DISK
 TR0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0545_SP_SET: CULVERT
 TR0545_STAMPING: A 259 1944
 TR0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0545
 TR0545  HISTORY     - Date     Condition        Report By
 TR0545  HISTORY     - 1944     MONUMENTED       CGS
 TR0545
 TR0545                          STATION DESCRIPTION
 TR0545
 TR0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TR0545'10.1 MI SW FROM PORT TOWNSEND.
 TR0545'10.1 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 9 FROM THE CITY HALL AT
 TR0545'PORT TOWNSEND, SET IN THE SOUTH CORNER OF THE EAST HEADWALL OF CULVERT
 TR0545'UNDER HIGHWAY, 58 FEET NORTH-NORTHEAST OF THE NORTH GUARD RAIL POST OF
 TR0545'FENCE ON WEST SIDE OF HIGHWAY, 46.5 FEET EAST OF POLE NO. 177, 16.5
 TR0545'FEET EAST OF CENTER-LINE OF HIGHWAY, ON INSIDE OF A CURVE FROM THE
 TR0545'NORTHEAST TO THE SOUTH, ABOUT 3 FEET BELOW HIGHWAY LEVEL. BENCH MARK
 TR0545'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1421 ***********************************************************************
 SY1421  DESIGNATION -  A 26
 SY1421  PID         -  SY1421
 SY1421  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1421  USGS QUAD   -  NEW LONDON (1990)
 SY1421
 SY1421                         *CURRENT SURVEY CONTROL
 SY1421  ___________________________________________________________________
 SY1421* NAD 83(1986)-  47 02 58.     (N)    123 55 31.     (W)     SCALED    
 SY1421* NAVD 88     -         6.604  (meters)      21.67   (feet)  ADJUSTED  
 SY1421  ___________________________________________________________________
 SY1421  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY1421  DYNAMIC HT  -           6.605 (meters)      21.67  (feet)  COMP
 SY1421  MODELED GRAV-     980,767.5   (mgal)                       NAVD 88
 SY1421
 SY1421  VERT ORDER  -  FIRST     CLASS I
 SY1421
 SY1421.The horizontal coordinates were scaled from a topographic map and have
 SY1421.an estimated accuracy of +/- 6 seconds.
 SY1421
 SY1421.The orthometric height was determined by differential leveling
 SY1421.and adjusted by the National Geodetic Survey in June 1991..
 SY1421.WARNING-Repeat measurements at this control monument indicate possible
 SY1421.vertical movement.
 SY1421
 SY1421.The geoid height was determined by GEOID03.
 SY1421
 SY1421.The dynamic height is computed by dividing the NAVD 88
 SY1421.geopotential number by the normal gravity value computed on the
 SY1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1421.degrees latitude (g = 980.6199 gals.).
 SY1421
 SY1421.The modeled gravity was interpolated from observed gravity values.
 SY1421
 SY1421;                    North         East    Units  Estimated Accuracy
 SY1421;SPC WA S     -   196,400.      239,820.      MT  (+/- 180 meters Scaled)
 SY1421
 SY1421                          SUPERSEDED SURVEY CONTROL
 SY1421
 SY1421  NGVD 29 (??/??/??)    5.592  (m)           18.35   (f) ADJUSTED    1 1
 SY1421
 SY1421.Superseded values are not recommended for survey control.
 SY1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1421.See file dsdata.txt to determine how the superseded data were derived.
 SY1421
 SY1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT297110(NAD 83)
 SY1421_MARKER: DB = BENCH MARK DISK
 SY1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1421_STAMPING: 17.694 A 26 1933
 SY1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1421+STABILITY: SURFACE MOTION
 SY1421
 SY1421  HISTORY     - Date     Condition        Report By
 SY1421  HISTORY     - 1933     MONUMENTED       CGS
 SY1421  HISTORY     - 1974     GOOD             NGS
 SY1421  HISTORY     - 1989     GOOD             USPSQD
 SY1421
 SY1421                          STATION DESCRIPTION
 SY1421
 SY1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1421'5.85 MI N FROM HOQUIAM.
 SY1421'ABOUT 5.85 MILES NORTH ALONG U. S. HIGHWAY 101 FROM THE JUNCTION OF
 SY1421'EMERSON AVENUE AT HOQUIAM, 0.25 MILE NORTH OF HIGHWAY MILEPOST 93, 32
 SY1421'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 200 FEET SOUTH OF THE
 SY1421'SOUTHEAST CORNER OF WOODEN BRIDGE ACROSS WEST BRANCH OF HOQUIAM RIVER,
 SY1421'141 1/2 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 SY1421'T4 20, 92 1/2 FEET NORTH OF THE EXTENDED CENTER LINE OF GRAVELED ROAD
 SY1421'LEADING WEST, 23.0 FEET NORTH OF THE CENTER OF THE WEST ONE OF TWO
 SY1421'METAL 8-INCH PIPES THAT PROJECT 0.8 FOOT, 1.0 FOOT NORTH OF A METAL
 SY1421'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET
 SY1421'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT. SEC 16, T18N, R
 SY1421'10W.  NOTE-- WHEN THE MARK WAS ESTABLISHED IT WAS REPORTED AS
 SY1421'PROJECTING 8 INCHES.
 SY1421
 SY1421                          STATION RECOVERY (1989)
 SY1421
 SY1421'RECOVERY NOTE BY US POWER SQUADRON 1989 (KAS)
 SY1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0099 ***********************************************************************
 SA0099  DESIGNATION -  A 261
 SA0099  PID         -  SA0099
 SA0099  STATE/COUNTY-  WA/WALLA WALLA
 SA0099  USGS QUAD   -  WALLA WALLA (1978)
 SA0099
 SA0099                         *CURRENT SURVEY CONTROL
 SA0099  ___________________________________________________________________
 SA0099* NAD 83(1986)-  46 04 29.     (N)    118 19 58.     (W)     SCALED    
 SA0099* NAVD 88     -       299.407  (meters)     982.30   (feet)  ADJUSTED  
 SA0099  ___________________________________________________________________
 SA0099  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 SA0099  DYNAMIC HT  -         299.396 (meters)     982.27  (feet)  COMP
 SA0099  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 SA0099
 SA0099  VERT ORDER  -  FIRST     CLASS I
 SA0099
 SA0099.The horizontal coordinates were scaled from a topographic map and have
 SA0099.an estimated accuracy of +/- 6 seconds.
 SA0099
 SA0099.The orthometric height was determined by differential leveling
 SA0099.and adjusted by the National Geodetic Survey in June 1991..
 SA0099.WARNING-Repeat measurements at this control monument indicate possible
 SA0099.vertical movement.
 SA0099
 SA0099.The geoid height was determined by GEOID03.
 SA0099
 SA0099.The dynamic height is computed by dividing the NAVD 88
 SA0099.geopotential number by the normal gravity value computed on the
 SA0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0099.degrees latitude (g = 980.6199 gals.).
 SA0099
 SA0099.The modeled gravity was interpolated from observed gravity values.
 SA0099
 SA0099;                    North         East    Units  Estimated Accuracy
 SA0099;SPC WA S     -    84,710.      667,630.      MT  (+/- 180 meters Scaled)
 SA0099
 SA0099                          SUPERSEDED SURVEY CONTROL
 SA0099
 SA0099  NGVD 29 (??/??/92)  298.407  (m)          979.02   (f) ADJ UNCH    1 1
 SA0099
 SA0099.Superseded values are not recommended for survey control.
 SA0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0099.See file dsdata.txt to determine how the superseded data were derived.
 SA0099
 SA0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM969032(NAD 83)
 SA0099_MARKER: DB = BENCH MARK DISK
 SA0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0099_SP_SET: FOUNDATION
 SA0099_STAMPING: A 261 1944
 SA0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0099
 SA0099  HISTORY     - Date     Condition        Report By
 SA0099  HISTORY     - 1944     MONUMENTED       CGS
 SA0099  HISTORY     - 1968     GOOD             NGS
 SA0099  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 SA0099
 SA0099                          STATION DESCRIPTION
 SA0099
 SA0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0099'IN WALLA WALLA.
 SA0099'AT WALLA WALLA, 0.6 MILE NORTHEAST ALONG EAST SUMACH STREET FROM THE
 SA0099'POST OFFICE, AT THE INTERSECTION OF NORTH ROSE STREET AND EAST REES
 SA0099'AVENUE, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION
 SA0099'OF AN ABANDONED TRUCK SCALES, 50 FEET EAST OF THE CENTER OF THE
 SA0099'INTERSECTION, 230 FEET NORTHEAST OF THE NORTHEAST SIDE OF SHADY LAWN
 SA0099'CREAMERY, 11.5 FEET EAST OF THE EAST CURB OF THE STREET, AND ABOUT 1/2
 SA0099'FOOT HIGHER THAN THE STREET.
 SA0099
 SA0099                          STATION RECOVERY (2004)
 SA0099
 SA0099'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 SA0099'SHOULD BE CONSIDERED LOST.  TRUCK SCALES HAVE BEEN DEMOLISHED.  AN
 SA0099'APARTMENT COMPLEX OF MID 1970S HAS BEEN CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0852 ***********************************************************************
 SV0852  DESIGNATION -  A 263
 SV0852  PID         -  SV0852
 SV0852  STATE/COUNTY-  WA/SPOKANE
 SV0852  USGS QUAD   -  TYLER (1980)
 SV0852
 SV0852                         *CURRENT SURVEY CONTROL
 SV0852  ___________________________________________________________________
 SV0852* NAD 83(1986)-  47 26 07.     (N)    117 46 50.     (W)     SCALED    
 SV0852* NAVD 88     -       698.607  (meters)    2292.01   (feet)  ADJUSTED  
 SV0852  ___________________________________________________________________
 SV0852  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 SV0852  DYNAMIC HT  -         698.623 (meters)    2292.07  (feet)  COMP
 SV0852  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 SV0852
 SV0852  VERT ORDER  -  FIRST     CLASS II
 SV0852
 SV0852.The horizontal coordinates were scaled from a topographic map and have
 SV0852.an estimated accuracy of +/- 6 seconds.
 SV0852
 SV0852.The orthometric height was determined by differential leveling
 SV0852.and adjusted by the National Geodetic Survey in June 1991..
 SV0852
 SV0852.The geoid height was determined by GEOID03.
 SV0852
 SV0852.The dynamic height is computed by dividing the NAVD 88
 SV0852.geopotential number by the normal gravity value computed on the
 SV0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0852.degrees latitude (g = 980.6199 gals.).
 SV0852
 SV0852.The modeled gravity was interpolated from observed gravity values.
 SV0852
 SV0852;                    North         East    Units  Estimated Accuracy
 SV0852;SPC WA N     -    52,960.      730,230.      MT  (+/- 180 meters Scaled)
 SV0852
 SV0852                          SUPERSEDED SURVEY CONTROL
 SV0852
 SV0852  NGVD 29 (??/??/92)  697.423  (m)         2288.13   (f) ADJ UNCH    1 2
 SV0852
 SV0852.Superseded values are not recommended for survey control.
 SV0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0852.See file dsdata.txt to determine how the superseded data were derived.
 SV0852
 SV0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN411538(NAD 83)
 SV0852_MARKER: DB = BENCH MARK DISK
 SV0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0852_SP_SET: FOUNDATION
 SV0852_STAMPING: A 263 1944
 SV0852_MARK LOGO: CGS   
 SV0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0852
 SV0852  HISTORY     - Date     Condition        Report By
 SV0852  HISTORY     - UNK      MONUMENTED       CGS
 SV0852  HISTORY     - 1965     GOOD             NGS
 SV0852  HISTORY     - 1981     GOOD             NGS
 SV0852
 SV0852                          STATION DESCRIPTION
 SV0852
 SV0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0852'10.7 MI SW FROM CHENEY.
 SV0852'10.7 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SV0852'STATION AT CHENEY, SPOKANE COUNTY, AT TYLER, ABOUT 133 FEET NORTHEAST
 SV0852'OF MILEPOST 27, 55 FEET SOUTHWEST OF THE EAST SIDING SWITCH, 12.7 FEET
 SV0852'SOUTHEAST OF THE SOUTHEAST RAIL, 2-1/2 FEET EAST OF THE NORTHEAST
 SV0852'CORNER OF THE STATION, AND IN THE TOP OF AN ABANDONED 4-FOOT-SQUARE
 SV0852'CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED A 263 1944. NOTE--
 SV0852'ABOUT 125 YARDS EAST OF THE ONLY PROMINENT RAILROAD CROSSING IN TYLER.
 SV0852'THE EAST SIDING SWITCH IS GONE, THE RAILROAD STATION IS GONE, THE
 SV0852'MARK IS 13 FEET NORTHWEST OF THE TRACK INSTEAD OF SOUTHEAST, IN A
 SV0852'FIVE-FOOT SQUARE CONCRETE FOUNDATION WHICH PROJECTS ABOUT 1 INCH ABOVE
 SV0852'THE GROUND.
 SV0852
 SV0852                          STATION RECOVERY (1981)
 SV0852
 SV0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SV0852'16.4 KM (10.2 MILES) SOUTHWEST ALONG THE COLUMBIA BASIN
 SV0852'HIGHWAY FROM THE INTERSECTION OF COLLEGE STREET AT CHENEY,
 SV0852'THENCE 0.3 KM (0.2 MILE) SOUTHWEST ALONG A GRAVEL ROAD, 0.2
 SV0852'KM (0.1 MILE) NORTHEAST OF THE INTERSECTION OF THE RAILROAD
 SV0852'AND PINE SPRINGS ROAD, 40.6 METERS (133.0 FEET) NORTHEAST OF
 SV0852'RAILROAD MILE POST 27, 49.0 METERS (160.0 FEET) SOUTHEAST
 SV0852'OF THE CENTERLINE OF THE ROAD, SET IN THE TOP CENTER OF A
 SV0852'4 BY 4 FOOT CONCRETE PAD. 12.8 METERS (42.0 FEET) SOUTHEAST
 SV0852'OF A TELEPHONE POLE WITH A 4 BY 4 FOOT RAILROAD TELEPHONE
 SV0852'BOOTH ON ITS NORTHEAST SIDE, 3.9 METERS (12.8 FEET) NORTHWEST
 SV0852'OF THE NORTHWEST RAIL.
 SV0852'THE MARK IS 0.3 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0684 ***********************************************************************
 SV0684  DESIGNATION -  A 264
 SV0684  PID         -  SV0684
 SV0684  STATE/COUNTY-  WA/SPOKANE
 SV0684  USGS QUAD   -  SPOKANE NE (1986)
 SV0684
 SV0684                         *CURRENT SURVEY CONTROL
 SV0684  ___________________________________________________________________
 SV0684* NAD 83(1986)-  47 39 54.     (N)    117 21 27.     (W)     SCALED    
 SV0684* NAVD 88     -       592.051  (meters)    1942.42   (feet)  ADJUSTED  
 SV0684  ___________________________________________________________________
 SV0684  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 SV0684  DYNAMIC HT  -         592.084 (meters)    1942.53  (feet)  COMP
 SV0684  MODELED GRAV-     980,648.3   (mgal)                       NAVD 88
 SV0684
 SV0684  VERT ORDER  -  FIRST     CLASS II
 SV0684
 SV0684.The horizontal coordinates were scaled from a topographic map and have
 SV0684.an estimated accuracy of +/- 6 seconds.
 SV0684
 SV0684.The orthometric height was determined by differential leveling
 SV0684.and adjusted by the National Geodetic Survey in June 1991..
 SV0684
 SV0684.The geoid height was determined by GEOID03.
 SV0684
 SV0684.The dynamic height is computed by dividing the NAVD 88
 SV0684.geopotential number by the normal gravity value computed on the
 SV0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0684.degrees latitude (g = 980.6199 gals.).
 SV0684
 SV0684.The modeled gravity was interpolated from observed gravity values.
 SV0684
 SV0684;                    North         East    Units  Estimated Accuracy
 SV0684;SPC WA N     -    79,830.      760,960.      MT  (+/- 180 meters Scaled)
 SV0684
 SV0684                          SUPERSEDED SURVEY CONTROL
 SV0684
 SV0684  NGVD 29 (??/??/92)  590.893  (m)         1938.62   (f) ADJ UNCH    1 2
 SV0684
 SV0684.Superseded values are not recommended for survey control.
 SV0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0684.See file dsdata.txt to determine how the superseded data were derived.
 SV0684
 SV0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN731791(NAD 83)
 SV0684_MARKER: DB = BENCH MARK DISK
 SV0684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0684_SP_SET: COLUMN
 SV0684_STAMPING: A 264 1944
 SV0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0684
 SV0684  HISTORY     - Date     Condition        Report By
 SV0684  HISTORY     - 1944     MONUMENTED       CGS
 SV0684  HISTORY     - 1964     GOOD             NGS
 SV0684  HISTORY     - 1965     GOOD             NGS
 SV0684  HISTORY     - 1982     GOOD             USGS
 SV0684
 SV0684                          STATION DESCRIPTION
 SV0684
 SV0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SV0684'IN SPOKANE.
 SV0684'3.0 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION,
 SV0684'ABOUT 290 FEET WEST OF BOLCK SIGNAL, AT A HIGHWAY OVERPASS (FREYA ST.
 SV0684') IN THE WEST COLUMN.  7 FEET NORTH OF THE NORTH RAIL, AND 4.8 FEET
 SV0684'ABOVE THE GROUND.  A STANDARD DISK STAMPED A 264 1944.
 SV0684
 SV0684                          STATION RECOVERY (1965)
 SV0684
 SV0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0684'RECOVERED IN GOOD CONDITION.
 SV0684
 SV0684                          STATION RECOVERY (1982)
 SV0684
 SV0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SV0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0514 ***********************************************************************
 TO0514  DESIGNATION -  A 265
 TO0514  PID         -  TO0514
 TO0514  STATE/COUNTY-  WA/STEVENS
 TO0514  USGS QUAD   -  COLVILLE (1992)
 TO0514
 TO0514                         *CURRENT SURVEY CONTROL
 TO0514  ___________________________________________________________________
 TO0514* NAD 83(1986)-  48 32 29.     (N)    117 52 45.     (W)     SCALED    
 TO0514* NAVD 88     -       570.670  (meters)    1872.27   (feet)  ADJUSTED  
 TO0514  ___________________________________________________________________
 TO0514  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 TO0514  DYNAMIC HT  -         570.742 (meters)    1872.51  (feet)  COMP
 TO0514  MODELED GRAV-     980,719.4   (mgal)                       NAVD 88
 TO0514
 TO0514  VERT ORDER  -  FIRST     CLASS II
 TO0514
 TO0514.The horizontal coordinates were scaled from a topographic map and have
 TO0514.an estimated accuracy of +/- 6 seconds.
 TO0514
 TO0514.The orthometric height was determined by differential leveling
 TO0514.and adjusted by the National Geodetic Survey in June 1991..
 TO0514
 TO0514.The geoid height was determined by GEOID03.
 TO0514
 TO0514.The dynamic height is computed by dividing the NAVD 88
 TO0514.geopotential number by the normal gravity value computed on the
 TO0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0514.degrees latitude (g = 980.6199 gals.).
 TO0514
 TO0514.The modeled gravity was interpolated from observed gravity values.
 TO0514
 TO0514;                    North         East    Units  Estimated Accuracy
 TO0514;SPC WA N     -   175,570.      718,080.      MT  (+/- 180 meters Scaled)
 TO0514
 TO0514                          SUPERSEDED SURVEY CONTROL
 TO0514
 TO0514  NGVD 29 (??/??/92)  569.439  (m)         1868.23   (f) ADJ UNCH    1 2
 TO0514
 TO0514.Superseded values are not recommended for survey control.
 TO0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0514.See file dsdata.txt to determine how the superseded data were derived.
 TO0514
 TO0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP351768(NAD 83)
 TO0514_MARKER: DB = BENCH MARK DISK
 TO0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0514_STAMPING: A 265 1944
 TO0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0514+STABILITY: SURFACE MOTION
 TO0514
 TO0514  HISTORY     - Date     Condition        Report By
 TO0514  HISTORY     - 1944     MONUMENTED       CGS
 TO0514  HISTORY     - 1951     MARK NOT FOUND   USGS
 TO0514
 TO0514                          STATION DESCRIPTION
 TO0514
 TO0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0514'2.1 MI E FROM COLVILLE.
 TO0514'ABOUT 2.1 MILES EAST ALONG ROADS FROM THE STATION AT COLEVILLE, AT THE
 TO0514'EAST SIDE OF COLEVILLE AIRPORT, AT THE NORTHEAST CORNER OF THE
 TO0514'EAST-WEST RUNWAY, 4 FEET WEST OF A FENCE CORNER, 2 FEET WEST OF A
 TO0514'WITNESS POST AND SET FLUSH WITH THE GROUND.
 TO0514
 TO0514                          STATION RECOVERY (1951)
 TO0514
 TO0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 TO0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1077 ***********************************************************************
 SA1077  DESIGNATION -  A 266
 SA1077  PID         -  SA1077
 SA1077  STATE/COUNTY-  WA/BENTON
 SA1077  USGS QUAD   -  JOHNSON BUTTE (1978)
 SA1077
 SA1077                         *CURRENT SURVEY CONTROL
 SA1077  ___________________________________________________________________
 SA1077* NAD 83(1986)-  46 03 40.     (N)    119 11 13.     (W)     SCALED    
 SA1077* NAVD 88     -       439.162  (meters)    1440.82   (feet)  ADJUSTED  
 SA1077  ___________________________________________________________________
 SA1077  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SA1077  DYNAMIC HT  -         439.148 (meters)    1440.77  (feet)  COMP
 SA1077  MODELED GRAV-     980,570.6   (mgal)                       NAVD 88
 SA1077
 SA1077  VERT ORDER  -  SECOND    CLASS 0
 SA1077
 SA1077.The horizontal coordinates were scaled from a topographic map and have
 SA1077.an estimated accuracy of +/- 6 seconds.
 SA1077
 SA1077.The orthometric height was determined by differential leveling
 SA1077.and adjusted by the National Geodetic Survey in June 1991..
 SA1077
 SA1077.The geoid height was determined by GEOID03.
 SA1077
 SA1077.The dynamic height is computed by dividing the NAVD 88
 SA1077.geopotential number by the normal gravity value computed on the
 SA1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1077.degrees latitude (g = 980.6199 gals.).
 SA1077
 SA1077.The modeled gravity was interpolated from observed gravity values.
 SA1077
 SA1077;                    North         East    Units  Estimated Accuracy
 SA1077;SPC WA S     -    81,740.      601,590.      MT  (+/- 180 meters Scaled)
 SA1077
 SA1077                          SUPERSEDED SURVEY CONTROL
 SA1077
 SA1077  NGVD 29 (??/??/92)  438.123  (m)         1437.41   (f) ADJ UNCH    2 0
 SA1077
 SA1077.Superseded values are not recommended for survey control.
 SA1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1077.See file dsdata.txt to determine how the superseded data were derived.
 SA1077
 SA1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM308031(NAD 83)
 SA1077_MARKER: DB = BENCH MARK DISK
 SA1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1077_STAMPING: A 266 1950
 SA1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1077+STABILITY: SURFACE MOTION
 SA1077
 SA1077  HISTORY     - Date     Condition        Report By
 SA1077  HISTORY     - 1950     MONUMENTED       CGS
 SA1077
 SA1077                          STATION DESCRIPTION
 SA1077
 SA1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1077'13.0 MI SW FROM FINLEY.
 SA1077'1.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE GRADE SCHOOL AT FINLEY,
 SA1077'THENCE 2.3 MILES SOUTHWEST ALONG AN OLD TRACK ROAD, THENCE 9.1 MILES
 SA1077'SOUTHWEST ALONG AN ASPHALT AND GRAVEL ROAD, 0.4 MILE EAST OF A ROAD
 SA1077'LEADING SOUTH TO A RANCH HOUSE, 0.3 MILE WEST OF A TRACK ROAD LEADING
 SA1077'SOUTH, 254 1/2 FEET WEST OF A TRACK ROAD LEADING NORTH, 244 1/2 FEET
 SA1077'WEST OF A T JUNCTION OF THE FENCE LINES, 21 1/2 FEET NORTH OF THE
 SA1077'CENTER LINE OF THE MAIN ROAD, 2.9 FEET EAST OF A WITNESS POST, 1.1
 SA1077'FEET SOUTH OF A FENCE, ABOUT 3.0 FEET HIGHER THAN THE ROAD, AND SET IN
 SA1077'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1146 ***********************************************************************
 SA1146  DESIGNATION -  A 267
 SA1146  PID         -  SA1146
 SA1146  STATE/COUNTY-  WA/BENTON
 SA1146  USGS QUAD   -  WEBBER CANYON (1965)
 SA1146
 SA1146                         *CURRENT SURVEY CONTROL
 SA1146  ___________________________________________________________________
 SA1146* NAD 83(1986)-  46 13 09.     (N)    119 26 10.     (W)     SCALED    
 SA1146* NAVD 88     -       232.523  (meters)     762.87   (feet)  ADJUSTED  
 SA1146  ___________________________________________________________________
 SA1146  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 SA1146  DYNAMIC HT  -         232.529 (meters)     762.89  (feet)  COMP
 SA1146  MODELED GRAV-     980,633.3   (mgal)                       NAVD 88
 SA1146
 SA1146  VERT ORDER  -  SECOND    CLASS 0
 SA1146
 SA1146.The horizontal coordinates were scaled from a topographic map and have
 SA1146.an estimated accuracy of +/- 6 seconds.
 SA1146
 SA1146.The orthometric height was determined by differential leveling
 SA1146.and adjusted by the National Geodetic Survey in June 1991..
 SA1146
 SA1146.The geoid height was determined by GEOID03.
 SA1146
 SA1146.The dynamic height is computed by dividing the NAVD 88
 SA1146.geopotential number by the normal gravity value computed on the
 SA1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1146.degrees latitude (g = 980.6199 gals.).
 SA1146
 SA1146.The modeled gravity was interpolated from observed gravity values.
 SA1146
 SA1146;                    North         East    Units  Estimated Accuracy
 SA1146;SPC WA S     -    99,010.      582,080.      MT  (+/- 180 meters Scaled)
 SA1146
 SA1146                          SUPERSEDED SURVEY CONTROL
 SA1146
 SA1146  NGVD 29 (??/??/92)  231.482  (m)          759.45   (f) ADJ UNCH    2 0
 SA1146
 SA1146.Superseded values are not recommended for survey control.
 SA1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1146.See file dsdata.txt to determine how the superseded data were derived.
 SA1146
 SA1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM121212(NAD 83)
 SA1146_MARKER: DB = BENCH MARK DISK
 SA1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1146_STAMPING: A 267 1950
 SA1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1146+STABILITY: SURFACE MOTION
 SA1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1146+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2002
 SA1146
 SA1146  HISTORY     - Date     Condition        Report By
 SA1146  HISTORY     - 1950     MONUMENTED       CGS
 SA1146  HISTORY     - 20020604 GOOD             INDIV
 SA1146
 SA1146                          STATION DESCRIPTION
 SA1146
 SA1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1146'4.3 MI SE FROM KIONA.
 SA1146'ABOUT 3.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SA1146'STATION AT KIONA, THENCE 1.3 MILES SOUTH ALONG A TRACK ROAD, ABOUT 0.2
 SA1146'MILE NORTH OF THE Y JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, ABOUT
 SA1146'75 YARDS NORTH OF THE Y JUNCTION OF AN ASPHALT ROAD AND THE TRACK
 SA1146'ROAD, 42.5 FEET EAST OF THE CENTER LINE OF THE ASPHALT ROAD, 18.0 FEET
 SA1146'WEST OF THE CENTER LINE OF THE TRACK ROAD, ABOUT 3.0 FEET LOWER THAN
 SA1146'THE ASPHALT ROAD, 2.5 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP
 SA1146'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 SA1146
 SA1146                          STATION RECOVERY (2002)
 SA1146
 SA1146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TPF)
 SA1146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1382 ***********************************************************************
 SA1382  DESIGNATION -  A 269
 SA1382  PID         -  SA1382
 SA1382  STATE/COUNTY-  WA/BENTON
 SA1382  USGS QUAD   -  WHITSTRAN (1965)
 SA1382
 SA1382                         *CURRENT SURVEY CONTROL
 SA1382  ___________________________________________________________________
 SA1382* NAD 83(1986)-  46 12 27.     (N)    119 44 23.     (W)     SCALED    
 SA1382* NAVD 88     -       236.140  (meters)     774.74   (feet)  ADJUSTED  
 SA1382  ___________________________________________________________________
 SA1382  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA1382  DYNAMIC HT  -         236.147 (meters)     774.76  (feet)  COMP
 SA1382  MODELED GRAV-     980,638.5   (mgal)                       NAVD 88
 SA1382
 SA1382  VERT ORDER  -  SECOND    CLASS 0
 SA1382
 SA1382.The horizontal coordinates were scaled from a topographic map and have
 SA1382.an estimated accuracy of +/- 6 seconds.
 SA1382
 SA1382.The orthometric height was determined by differential leveling
 SA1382.and adjusted by the National Geodetic Survey in June 1991..
 SA1382
 SA1382.The geoid height was determined by GEOID03.
 SA1382
 SA1382.The dynamic height is computed by dividing the NAVD 88
 SA1382.geopotential number by the normal gravity value computed on the
 SA1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1382.degrees latitude (g = 980.6199 gals.).
 SA1382
 SA1382.The modeled gravity was interpolated from observed gravity values.
 SA1382
 SA1382;                    North         East    Units  Estimated Accuracy
 SA1382;SPC WA S     -    97,450.      558,670.      MT  (+/- 180 meters Scaled)
 SA1382
 SA1382                          SUPERSEDED SURVEY CONTROL
 SA1382
 SA1382  NGVD 29 (??/??/92)  235.077  (m)          771.25   (f) ADJ UNCH    2 0
 SA1382
 SA1382.Superseded values are not recommended for survey control.
 SA1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1382.See file dsdata.txt to determine how the superseded data were derived.
 SA1382
 SA1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM886207(NAD 83)
 SA1382_MARKER: DB = BENCH MARK DISK
 SA1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1382_STAMPING: A 269 1950
 SA1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1382+STABILITY: SURFACE MOTION
 SA1382
 SA1382  HISTORY     - Date     Condition        Report By
 SA1382  HISTORY     - 1950     MONUMENTED       CGS
 SA1382  HISTORY     - 1964     GOOD             USGS
 SA1382
 SA1382                          STATION DESCRIPTION
 SA1382
 SA1382'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SA1382'1.4 MI SE FROM PROSSER.
 SA1382'FROM THE NPR STATION IN PROSSER GO SE ON 7TH ST. 0.3 MI. TO PATTERSON
 SA1382'RD.  THENCE 0.6 MI. EAST ON PATTERSON RD. TO JUNCTION OF HIGHWAYS 22
 SA1382'AND 221, CONTINUE EAST ON HIGHWAY 221 FOR 0.3 MI. TO A-RUS.  GO LEFT
 SA1382'ON SALES YARD RD. FOR 0.2 MI. TO B.M. ON RIGHT.  49 FEET SE OF CENTER
 SA1382'OF ROAD, 638 FEET SW OF PROSSER LIVESTOCK COMM. CO. BUILDING, 11.5
 SA1382'FEET NE OF A TELEPHONE POLE, 3.0 FEET SW OF A WITNESS POST, 1.6 FEET
 SA1382'HIGHER THAN THE ROAD AND SET IN A CONCRETE POST PROJECTING 0.3 FEET
 SA1382'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1376 ***********************************************************************
 SA1376  DESIGNATION -  A 270
 SA1376  PID         -  SA1376
 SA1376  STATE/COUNTY-  WA/BENTON
 SA1376  USGS QUAD   -  WHITSTRAN NE (1965)
 SA1376
 SA1376                         *CURRENT SURVEY CONTROL
 SA1376  ___________________________________________________________________
 SA1376* NAD 83(1986)-  46 07 50.     (N)    119 34 50.     (W)     SCALED    
 SA1376* NAVD 88     -       356.529  (meters)    1169.71   (feet)  ADJUSTED  
 SA1376  ___________________________________________________________________
 SA1376  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SA1376  DYNAMIC HT  -         356.529 (meters)    1169.71  (feet)  COMP
 SA1376  MODELED GRAV-     980,605.1   (mgal)                       NAVD 88
 SA1376
 SA1376  VERT ORDER  -  SECOND    CLASS 0
 SA1376
 SA1376.The horizontal coordinates were scaled from a topographic map and have
 SA1376.an estimated accuracy of +/- 6 seconds.
 SA1376
 SA1376.The orthometric height was determined by differential leveling
 SA1376.and adjusted by the National Geodetic Survey in June 1991..
 SA1376
 SA1376.The geoid height was determined by GEOID03.
 SA1376
 SA1376.The dynamic height is computed by dividing the NAVD 88
 SA1376.geopotential number by the normal gravity value computed on the
 SA1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1376.degrees latitude (g = 980.6199 gals.).
 SA1376
 SA1376.The modeled gravity was interpolated from observed gravity values.
 SA1376
 SA1376;                    North         East    Units  Estimated Accuracy
 SA1376;SPC WA S     -    89,030.      571,050.      MT  (+/- 180 meters Scaled)
 SA1376
 SA1376                          SUPERSEDED SURVEY CONTROL
 SA1376
 SA1376  NGVD 29 (??/??/92)  355.481  (m)         1166.27   (f) ADJ UNCH    2 0
 SA1376
 SA1376.Superseded values are not recommended for survey control.
 SA1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1376.See file dsdata.txt to determine how the superseded data were derived.
 SA1376
 SA1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM006117(NAD 83)
 SA1376_MARKER: DB = BENCH MARK DISK
 SA1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1376_STAMPING: A 270 1950
 SA1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1376+STABILITY: SURFACE MOTION
 SA1376
 SA1376  HISTORY     - Date     Condition        Report By
 SA1376  HISTORY     - 1950     MONUMENTED       CGS
 SA1376  HISTORY     - 1982     MARK NOT FOUND   NGS
 SA1376
 SA1376                          STATION DESCRIPTION
 SA1376
 SA1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1376'14.9 MI SE FROM PROSSER.
 SA1376'13.9 MILES SOUTHEAST ALONG STATE HIGHWAY 8 E FROM THE PROSSER JUNIOR
 SA1376'HIGH SCHOOL, THENCE 1.0 MILE EAST ALONG SELLARDS ROAD, AT A T JUNCTION
 SA1376'OF A GRAVEL ROAD LEADING SOUTH TO A FARM HOUSE, 33 1/2 FEET SOUTH OF
 SA1376'THE CENTER LINE OF THE ROAD, 29.0 FEET WEST OF THE CENTER LINE OF THE
 SA1376'GRAVEL ROAD, 1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT 2.0 FEET
 SA1376'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SA1376'0.3 FOOT ABOVE THE GROUND.
 SA1376
 SA1376                          STATION RECOVERY (1982)
 SA1376
 SA1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA1376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1028 ***********************************************************************
 RZ1028  DESIGNATION -  A 271
 RZ1028  PID         -  RZ1028
 RZ1028  STATE/COUNTY-  WA/ASOTIN
 RZ1028  USGS QUAD   -  BLACK BUTTE (1971)
 RZ1028
 RZ1028                         *CURRENT SURVEY CONTROL
 RZ1028  ___________________________________________________________________
 RZ1028* NAD 83(1986)-  46 03 36.     (N)    117 00 12.     (W)     SCALED    
 RZ1028* NAVD 88     -       270.276  (meters)     886.73   (feet)  ADJUSTED  
 RZ1028  ___________________________________________________________________
 RZ1028  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 RZ1028  DYNAMIC HT  -         270.224 (meters)     886.56  (feet)  COMP
 RZ1028  MODELED GRAV-     980,419.1   (mgal)                       NAVD 88
 RZ1028
 RZ1028  VERT ORDER  -  SECOND    CLASS 0
 RZ1028
 RZ1028.The horizontal coordinates were scaled from a topographic map and have
 RZ1028.an estimated accuracy of +/- 6 seconds.
 RZ1028
 RZ1028.The orthometric height was determined by differential leveling
 RZ1028.and adjusted by the National Geodetic Survey in June 1991..
 RZ1028
 RZ1028.The geoid height was determined by GEOID03.
 RZ1028
 RZ1028.The dynamic height is computed by dividing the NAVD 88
 RZ1028.geopotential number by the normal gravity value computed on the
 RZ1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1028.degrees latitude (g = 980.6199 gals.).
 RZ1028
 RZ1028.The modeled gravity was interpolated from observed gravity values.
 RZ1028
 RZ1028;                    North         East    Units  Estimated Accuracy
 RZ1028;SPC WA S     -    86,770.      770,470.      MT  (+/- 180 meters Scaled)
 RZ1028
 RZ1028                          SUPERSEDED SURVEY CONTROL
 RZ1028
 RZ1028  NGVD 29 (??/??/92)  269.193  (m)          883.18   (f) ADJ UNCH    2 0
 RZ1028
 RZ1028.Superseded values are not recommended for survey control.
 RZ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1028.See file dsdata.txt to determine how the superseded data were derived.
 RZ1028
 RZ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM997007(NAD 83)
 RZ1028_MARKER: DB = BENCH MARK DISK
 RZ1028_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1028_SP_SET: OUTCROP
 RZ1028_STAMPING: A 271 1945
 RZ1028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1028+STABILITY: POSITION/ELEVATION WELL
 RZ1028
 RZ1028  HISTORY     - Date     Condition        Report By
 RZ1028  HISTORY     - 1945     MONUMENTED       CGS
 RZ1028  HISTORY     - 1946     GOOD             NGS
 RZ1028
 RZ1028                          STATION DESCRIPTION
 RZ1028
 RZ1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ1028'3.7 MI NW FROM ROGERSBURG.
 RZ1028'ABOUT 3.7 MILES NORTHWEST ALONG THE GRANDE RONDE RIVER FROM THE POST
 RZ1028'OFFICE AT ROGERSBURG, SET ON THE WEST BANK OF THE RIVER, AT THE SOUTH
 RZ1028'END OF A LARGE MEADOW, ABOUT 200 FEET NORTH OF A LARGE CLIFF EXTENDING
 RZ1028'OUT TO A SHARP POINT IN THE RIVER ABOUT 0.2 MILE SOUTH OF A FARM
 RZ1028'HOUSE, 2 FEET EAST OF A FENCE, A STANDARD DISK SET IN THE TOP OF A
 RZ1028'ROCK OUTCROP WHICH IS ABOUT 4 FEET BELOW HIGH WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1044 ***********************************************************************
 RZ1044  DESIGNATION -  A 272
 RZ1044  PID         -  RZ1044
 RZ1044  STATE/COUNTY-  WA/ASOTIN
 RZ1044  USGS QUAD   -  FIELDS SPRING (1995)
 RZ1044
 RZ1044                         *CURRENT SURVEY CONTROL
 RZ1044  ___________________________________________________________________
 RZ1044* NAD 83(1986)-  46 02 03.     (N)    117 12 28.     (W)     SCALED    
 RZ1044* NAVD 88     -       362.944  (meters)    1190.76   (feet)  ADJUSTED  
 RZ1044  ___________________________________________________________________
 RZ1044  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 RZ1044  DYNAMIC HT  -         362.888 (meters)    1190.58  (feet)  COMP
 RZ1044  MODELED GRAV-     980,454.0   (mgal)                       NAVD 88
 RZ1044
 RZ1044  VERT ORDER  -  SECOND    CLASS 0
 RZ1044
 RZ1044.The horizontal coordinates were scaled from a topographic map and have
 RZ1044.an estimated accuracy of +/- 6 seconds.
 RZ1044
 RZ1044.The orthometric height was determined by differential leveling
 RZ1044.and adjusted by the National Geodetic Survey in June 1991..
 RZ1044
 RZ1044.The geoid height was determined by GEOID03.
 RZ1044
 RZ1044.The dynamic height is computed by dividing the NAVD 88
 RZ1044.geopotential number by the normal gravity value computed on the
 RZ1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1044.degrees latitude (g = 980.6199 gals.).
 RZ1044
 RZ1044.The modeled gravity was interpolated from observed gravity values.
 RZ1044
 RZ1044;                    North         East    Units  Estimated Accuracy
 RZ1044;SPC WA S     -    83,220.      754,790.      MT  (+/- 180 meters Scaled)
 RZ1044
 RZ1044                          SUPERSEDED SURVEY CONTROL
 RZ1044
 RZ1044  NGVD 29 (??/??/92)  361.858  (m)         1187.20   (f) ADJ UNCH    2 0
 RZ1044
 RZ1044.Superseded values are not recommended for survey control.
 RZ1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1044.See file dsdata.txt to determine how the superseded data were derived.
 RZ1044
 RZ1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML839978(NAD 83)
 RZ1044_MARKER: DB = BENCH MARK DISK
 RZ1044_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1044_SP_SET: OUTCROP
 RZ1044_STAMPING: A 272 1945
 RZ1044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1044+STABILITY: POSITION/ELEVATION WELL
 RZ1044
 RZ1044  HISTORY     - Date     Condition        Report By
 RZ1044  HISTORY     - 1945     MONUMENTED       CGS
 RZ1044
 RZ1044                          STATION DESCRIPTION
 RZ1044
 RZ1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RZ1044'20.9 MI NE FROM TROY, OR.
 RZ1044'17.4 MILES NORTHEAST OF TROY POST OFFICE, ALONG TROY-ANATONE ROAD,
 RZ1044'THENCE 3.5 MILES EAST NORTHEAST BY DIRT ROAD AND TRAIL ALONG THE NORTH
 RZ1044'BANK OF THE GRANDE RONDE RIVER, 157 FEET SOUTHEAST OF A 14 INCH PINE
 RZ1044'TREE AND EAST OF AN ABANDONED SHACK ACROSS THE RIVER.  A BRONZE DISK,
 RZ1044'SET IN A DRILL HOLE IN A ROCK OUT-CROP AT THE WATERS EDGE, 15 FEET
 RZ1044'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0760 ***********************************************************************
 SB0760  DESIGNATION -  A 273
 SB0760  PID         -  SB0760
 SB0760  STATE/COUNTY-  WA/LEWIS
 SB0760  USGS QUAD   -  TOWER ROCK (1994)
 SB0760
 SB0760                         *CURRENT SURVEY CONTROL
 SB0760  ___________________________________________________________________
 SB0760* NAD 83(1986)-  46 26 52.     (N)    121 49 41.     (W)     SCALED    
 SB0760* NAVD 88     -       400.669  (meters)    1314.53   (feet)  ADJUSTED  
 SB0760  ___________________________________________________________________
 SB0760  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 SB0760  DYNAMIC HT  -         400.656 (meters)    1314.49  (feet)  COMP
 SB0760  MODELED GRAV-     980,571.1   (mgal)                       NAVD 88
 SB0760
 SB0760  VERT ORDER  -  SECOND    CLASS 0
 SB0760
 SB0760.The horizontal coordinates were scaled from a topographic map and have
 SB0760.an estimated accuracy of +/- 6 seconds.
 SB0760
 SB0760.The orthometric height was determined by differential leveling
 SB0760.and adjusted by the National Geodetic Survey in June 1991..
 SB0760
 SB0760.The geoid height was determined by GEOID03.
 SB0760
 SB0760.The dynamic height is computed by dividing the NAVD 88
 SB0760.geopotential number by the normal gravity value computed on the
 SB0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0760.degrees latitude (g = 980.6199 gals.).
 SB0760
 SB0760.The modeled gravity was interpolated from observed gravity values.
 SB0760
 SB0760;                    North         East    Units  Estimated Accuracy
 SB0760;SPC WA S     -   124,730.      397,970.      MT  (+/- 180 meters Scaled)
 SB0760
 SB0760                          SUPERSEDED SURVEY CONTROL
 SB0760
 SB0760  NGVD 29 (??/??/92)  399.575  (m)         1310.94   (f) ADJ UNCH    2 0
 SB0760
 SB0760.Superseded values are not recommended for survey control.
 SB0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0760.See file dsdata.txt to determine how the superseded data were derived.
 SB0760
 SB0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES900444(NAD 83)
 SB0760_MARKER: DB = BENCH MARK DISK
 SB0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0760_STAMPING: A273 1946
 SB0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0760+STABILITY: SURFACE MOTION
 SB0760
 SB0760  HISTORY     - Date     Condition        Report By
 SB0760  HISTORY     - 1946     MONUMENTED       CGS
 SB0760  HISTORY     - 1968     MARK NOT FOUND   NGS
 SB0760
 SB0760                          STATION DESCRIPTION
 SB0760
 SB0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0760'11.5 MI SE FROM RANDLE.
 SB0760'0.1 MILE EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0760'THENCE 9.3 MILES SOUTHEAST ALONG THE RANDLE-CISPUS COUNTY ROAD, THENCE
 SB0760'2.1 MILES SOUTHEAST ALONG THE TROUT LAKE FOREST SERVICE ROAD, SET IN
 SB0760'THE TOP OF A CONCRETE POST, 88 FEET NORTHEAST OF A TELEPHONE POLE, 16
 SB0760'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 2 FEET SOUTH OF A
 SB0760'REFERENCE POST.
 SB0760
 SB0760                          STATION RECOVERY (1968)
 SB0760
 SB0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SB0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0326 ***********************************************************************
 RZ0326  DESIGNATION -  A 274
 RZ0326  PID         -  RZ0326
 RZ0326  STATE/COUNTY-  WA/ASOTIN
 RZ0326  USGS QUAD   -  LEWISTON ORCHARDS SOUTH (1972)
 RZ0326
 RZ0326                         *CURRENT SURVEY CONTROL
 RZ0326  ___________________________________________________________________
 RZ0326* NAD 83(1986)-  46 17 25.     (N)    116 59 14.     (W)     SCALED    
 RZ0326* NAVD 88     -       238.035  (meters)     780.95   (feet)  ADJUSTED  
 RZ0326  ___________________________________________________________________
 RZ0326  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 RZ0326  DYNAMIC HT  -         238.018 (meters)     780.90  (feet)  COMP
 RZ0326  MODELED GRAV-     980,538.9   (mgal)                       NAVD 88
 RZ0326
 RZ0326  VERT ORDER  -  SECOND    CLASS 0
 RZ0326
 RZ0326.The horizontal coordinates were scaled from a topographic map and have
 RZ0326.an estimated accuracy of +/- 6 seconds.
 RZ0326
 RZ0326.The orthometric height was determined by differential leveling
 RZ0326.and adjusted by the National Geodetic Survey in June 1991..
 RZ0326
 RZ0326.The geoid height was determined by GEOID03.
 RZ0326
 RZ0326.The dynamic height is computed by dividing the NAVD 88
 RZ0326.geopotential number by the normal gravity value computed on the
 RZ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0326.degrees latitude (g = 980.6199 gals.).
 RZ0326
 RZ0326.The modeled gravity was interpolated from observed gravity values.
 RZ0326
 RZ0326;                    North         East    Units  Estimated Accuracy
 RZ0326;SPC WA S     -   112,390.      770,580.      MT  (+/- 180 meters Scaled)
 RZ0326
 RZ0326                          SUPERSEDED SURVEY CONTROL
 RZ0326
 RZ0326  NGVD 29 (??/??/92)  237.020  (m)          777.62   (f) ADJ UNCH    2 0
 RZ0326
 RZ0326.Superseded values are not recommended for survey control.
 RZ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0326.See file dsdata.txt to determine how the superseded data were derived.
 RZ0326
 RZ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM009263(NAD 83)
 RZ0326_MARKER: DB = BENCH MARK DISK
 RZ0326_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0326_SP_SET: BEDROCK
 RZ0326_STAMPING: A 274 1945
 RZ0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0326+STABILITY: POSITION/ELEVATION WELL
 RZ0326
 RZ0326  HISTORY     - Date     Condition        Report By
 RZ0326  HISTORY     - 1945     MONUMENTED       CGS
 RZ0326  HISTORY     - 1946     GOOD             NGS
 RZ0326  HISTORY     - 1957     MARK NOT FOUND   USGS
 RZ0326
 RZ0326                          STATION DESCRIPTION
 RZ0326
 RZ0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0326'5.35 MI S FROM ASOTIN.
 RZ0326'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0326'SNAKE RIVER, 5.35 MILES SOUTH OF THE COURT HOUSE AT ASOTIN, 0.55 MILE
 RZ0326'SOUTHEAST OF THE JUNCTION OF TEN MILE ROAD, 360.0 FEET NORTH OF AND
 RZ0326'ACROSS THE ROAD FROM THE SOUTH END OF A NARROW HAY FIELD AND THE NORTH
 RZ0326'END OF A SMALL PARKING AREA USED BY FISHERMEN, AT THE SOUTH END OF A
 RZ0326'CURVE AND AT THE BOTTOM OF A PROMINENT RISE IN THE ROAD, 11.0 FEET
 RZ0326'WEST OF CENTER OF THE ROAD, SET IN BEDROCK ABOUT 3 FEET ABOVE THE
 RZ0326'ROAD.  NOTE-- THIS BENCH MARK IS LIKELY TO BE COVERED WITH DIRT AT
 RZ0326'TIMES BECAUSE OF THE CREVICE IN WHICH THE DISK IS SET.
 RZ0326
 RZ0326                          STATION RECOVERY (1957)
 RZ0326
 RZ0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RZ0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1624 ***********************************************************************
 SA1624  DESIGNATION -  A 278
 SA1624  PID         -  SA1624
 SA1624  STATE/COUNTY-  WA/KITTITAS
 SA1624  USGS QUAD   -  BEVERLY (1965)
 SA1624
 SA1624                         *CURRENT SURVEY CONTROL
 SA1624  ___________________________________________________________________
 SA1624* NAD 83(1986)-  46 49 05.     (N)    119 56 38.     (W)     SCALED    
 SA1624* NAVD 88     -       154.508  (meters)     506.92   (feet)  ADJUSTED  
 SA1624  ___________________________________________________________________
 SA1624  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 SA1624  DYNAMIC HT  -         154.519 (meters)     506.95  (feet)  COMP
 SA1624  MODELED GRAV-     980,683.5   (mgal)                       NAVD 88
 SA1624
 SA1624  VERT ORDER  -  SECOND    CLASS 0
 SA1624
 SA1624.The horizontal coordinates were scaled from a topographic map and have
 SA1624.an estimated accuracy of +/- 6 seconds.
 SA1624
 SA1624.The orthometric height was determined by differential leveling
 SA1624.and adjusted by the National Geodetic Survey in June 1991..
 SA1624
 SA1624.The geoid height was determined by GEOID03.
 SA1624
 SA1624.The dynamic height is computed by dividing the NAVD 88
 SA1624.geopotential number by the normal gravity value computed on the
 SA1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1624.degrees latitude (g = 980.6199 gals.).
 SA1624
 SA1624.The modeled gravity was interpolated from observed gravity values.
 SA1624
 SA1624;                    North         East    Units  Estimated Accuracy
 SA1624;SPC WA S     -   165,180.      542,440.      MT  (+/- 180 meters Scaled)
 SA1624
 SA1624                          SUPERSEDED SURVEY CONTROL
 SA1624
 SA1624  NGVD 29 (??/??/92)  153.435  (m)          503.39   (f) ADJ UNCH    2 0
 SA1624
 SA1624.Superseded values are not recommended for survey control.
 SA1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1624.See file dsdata.txt to determine how the superseded data were derived.
 SA1624
 SA1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM754891(NAD 83)
 SA1624_MARKER: DB = BENCH MARK DISK
 SA1624_SETTING: 66 = SET IN ROCK OUTCROP
 SA1624_SP_SET: BEDROCK
 SA1624_STAMPING: A 278 1946
 SA1624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1624+STABILITY: POSITION/ELEVATION WELL
 SA1624
 SA1624  HISTORY     - Date     Condition        Report By
 SA1624  HISTORY     - 1946     MONUMENTED       CGS
 SA1624  HISTORY     - 1965     MARK NOT FOUND   USGS
 SA1624
 SA1624                          STATION DESCRIPTION
 SA1624
 SA1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SA1624'1.0 MI S FROM BEVERLY JUNCTION.
 SA1624'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 1.0 MILE
 SA1624'SOUTH OF THE JUNCTION POINT AT BEVERLY JUNCTION, 97.0 FEET WEST
 SA1624'NORTHWEST OF CENTER OF WEST END OF A 2 1/2 FOOT IRON PIPE CULVERT
 SA1624'UNDER THE TRACK, 93.3 FEET WEST OF WEST RAIL, 84.0 FEET NORTHWEST OF
 SA1624'MILE POST NO. 1, SET IN BEDROCK ABOUT THE SAME ELEVATION AS THE TRACK
 SA1624'AND ABOUT 1/2 FOOT ABOVE THE GROUND.
 SA1624
 SA1624                          STATION RECOVERY (1965)
 SA1624
 SA1624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA1624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1626 ***********************************************************************
 SA1626  DESIGNATION -  A 279
 SA1626  PID         -  SA1626
 SA1626  STATE/COUNTY-  WA/KITTITAS
 SA1626  USGS QUAD   -  BEVERLY (1965)
 SA1626
 SA1626                         *CURRENT SURVEY CONTROL
 SA1626  ___________________________________________________________________
 SA1626* NAD 83(1986)-  46 50 28.     (N)    119 57 42.     (W)     SCALED    
 SA1626* NAVD 88     -       195.112  (meters)     640.13   (feet)  ADJUSTED  
 SA1626  ___________________________________________________________________
 SA1626  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 SA1626  DYNAMIC HT  -         195.125 (meters)     640.17  (feet)  COMP
 SA1626  MODELED GRAV-     980,680.4   (mgal)                       NAVD 88
 SA1626
 SA1626  VERT ORDER  -  SECOND    CLASS 0
 SA1626
 SA1626.The horizontal coordinates were scaled from a topographic map and have
 SA1626.an estimated accuracy of +/- 6 seconds.
 SA1626
 SA1626.The orthometric height was determined by differential leveling
 SA1626.and adjusted by the National Geodetic Survey in June 1991..
 SA1626
 SA1626.The geoid height was determined by GEOID03.
 SA1626
 SA1626.The dynamic height is computed by dividing the NAVD 88
 SA1626.geopotential number by the normal gravity value computed on the
 SA1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1626.degrees latitude (g = 980.6199 gals.).
 SA1626
 SA1626.The modeled gravity was interpolated from observed gravity values.
 SA1626
 SA1626;                    North         East    Units  Estimated Accuracy
 SA1626;SPC WA S     -   167,730.      541,060.      MT  (+/- 180 meters Scaled)
 SA1626
 SA1626                          SUPERSEDED SURVEY CONTROL
 SA1626
 SA1626  NGVD 29 (??/??/92)  194.034  (m)          636.59   (f) ADJ UNCH    2 0
 SA1626
 SA1626.Superseded values are not recommended for survey control.
 SA1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1626.See file dsdata.txt to determine how the superseded data were derived.
 SA1626
 SA1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM741917(NAD 83)
 SA1626_MARKER: DB = BENCH MARK DISK
 SA1626_SETTING: 66 = SET IN ROCK OUTCROP
 SA1626_SP_SET: BEDROCK
 SA1626_STAMPING: A 279 1946
 SA1626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1626+STABILITY: POSITION/ELEVATION WELL
 SA1626
 SA1626  HISTORY     - Date     Condition        Report By
 SA1626  HISTORY     - 1946     MONUMENTED       CGS
 SA1626
 SA1626                          STATION DESCRIPTION
 SA1626
 SA1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SA1626'1.0 MI NW FROM BEVERLY JUNCTION.
 SA1626'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 1.0 MILE
 SA1626'NORTHWEST OF THE JUNCTION POINT AT BEVERLY JUNCTION, 0.2 MILE
 SA1626'NORTHWEST OF MILEPOST NO. 2027, 68.0 FEET SOUTHWEST OF SOUTHWEST RAIL,
 SA1626'63.5 FEET WEST OF THE EIGHTH POWER LINE POLE NORTHWEST OF MILE POST
 SA1626'NO. 2027, 19.8 FEET SOUTH OF A TELEPHONE POLE, SET IN EAST EDGE OF
 SA1626'PORTION OF BEDROCK ABOUT 18 FEET BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0173 ***********************************************************************
 SD0173  DESIGNATION -  A 28 RESET 1938
 SD0173  PID         -  SD0173
 SD0173  STATE/COUNTY-  WA/CLALLAM
 SD0173  USGS QUAD   -  FORKS (1981)
 SD0173
 SD0173                         *CURRENT SURVEY CONTROL
 SD0173  ___________________________________________________________________
 SD0173* NAD 83(1986)-  47 56 58.     (N)    124 23 09.     (W)     SCALED    
 SD0173* NAVD 88     -        93.46   (+/-2cm)     306.6    (feet)  VERTCON   
 SD0173  ___________________________________________________________________
 SD0173  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 SD0173
 SD0173  VERT ORDER  -  THIRD (See Below)
 SD0173
 SD0173.The horizontal coordinates were scaled from a topographic map and have
 SD0173.an estimated accuracy of +/- 6 seconds.
 SD0173
 SD0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0173.The vertical order pertains to the NGVD 29 superseded value.
 SD0173
 SD0173.The geoid height was determined by GEOID03.
 SD0173
 SD0173;                    North         East    Units  Estimated Accuracy
 SD0173;SPC WA N     -   111,690.      234,740.      MT  (+/- 180 meters Scaled)
 SD0173
 SD0173                          SUPERSEDED SURVEY CONTROL
 SD0173
 SD0173  NGVD 29 (12/17/02)   92.37   (m)          303.1    (f) RESET       3  
 SD0173
 SD0173.Superseded values are not recommended for survey control.
 SD0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0173.See file dsdata.txt to determine how the superseded data were derived.
 SD0173
 SD0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU965116(NAD 83)
 SD0173_MARKER: DB = BENCH MARK DISK
 SD0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SD0173_SP_SET: TILE
 SD0173_STAMPING: A 28 RESET 1938
 SD0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0173
 SD0173  HISTORY     - Date     Condition        Report By
 SD0173  HISTORY     - 1938     MONUMENTED       CGS
 SD0173  HISTORY     - 1974     MARK NOT FOUND   NGS
 SD0173
 SD0173                          STATION DESCRIPTION
 SD0173
 SD0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0173'IN FORKS.
 SD0173'AT FORKS, CLALLAM COUNTY, 0.1 MILE NORTH ALONG FORKS AVENUE (U.S.
 SD0173'HIGHWAY 101) FROM THE INTERSECTION OF ACKERLY STREET, AT SURVEY
 SD0173'STATION 112+72, 45 YARDS NORTHWEST OF THE CONCRETE BASE OF THE
 SD0173'GASOLINE PUMPS AT THE RAINBOW SERVICE STATION, AND 39 FEET WEST OF THE
 SD0173'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, SET IN THE TOP OF A
 SD0173'CONCRETE FILLED TILE.  SEC 9, T28N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0964 ***********************************************************************
 RZ0964  DESIGNATION -  A 280
 RZ0964  PID         -  RZ0964
 RZ0964  STATE/COUNTY-  WA/ASOTIN
 RZ0964  USGS QUAD   -  WEISSENFELS RIDGE (1971)
 RZ0964
 RZ0964                         *CURRENT SURVEY CONTROL
 RZ0964  ___________________________________________________________________
 RZ0964* NAD 83(1986)-  46 13 11.     (N)    117 04 11.     (W)     SCALED    
 RZ0964* NAVD 88     -       867.138  (meters)    2844.94   (feet)  ADJUSTED  
 RZ0964  ___________________________________________________________________
 RZ0964  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 RZ0964  DYNAMIC HT  -         867.040 (meters)    2844.61  (feet)  COMP
 RZ0964  MODELED GRAV-     980,472.2   (mgal)                       NAVD 88
 RZ0964
 RZ0964  VERT ORDER  -  SECOND    CLASS 0
 RZ0964
 RZ0964.The horizontal coordinates were scaled from a topographic map and have
 RZ0964.an estimated accuracy of +/- 6 seconds.
 RZ0964
 RZ0964.The orthometric height was determined by differential leveling
 RZ0964.and adjusted by the National Geodetic Survey in June 1991..
 RZ0964
 RZ0964.The geoid height was determined by GEOID03.
 RZ0964
 RZ0964.The dynamic height is computed by dividing the NAVD 88
 RZ0964.geopotential number by the normal gravity value computed on the
 RZ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0964.degrees latitude (g = 980.6199 gals.).
 RZ0964
 RZ0964.The modeled gravity was interpolated from observed gravity values.
 RZ0964
 RZ0964;                    North         East    Units  Estimated Accuracy
 RZ0964;SPC WA S     -   104,280.      764,570.      MT  (+/- 180 meters Scaled)
 RZ0964
 RZ0964                          SUPERSEDED SURVEY CONTROL
 RZ0964
 RZ0964  NGVD 29 (??/??/92)  866.095  (m)         2841.51   (f) ADJ UNCH    2 0
 RZ0964
 RZ0964.Superseded values are not recommended for survey control.
 RZ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0964.See file dsdata.txt to determine how the superseded data were derived.
 RZ0964
 RZ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM946184(NAD 83)
 RZ0964_MARKER: DB = BENCH MARK DISK
 RZ0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0964_STAMPING: A 280 1946
 RZ0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0964+STABILITY: SURFACE MOTION
 RZ0964
 RZ0964  HISTORY     - Date     Condition        Report By
 RZ0964  HISTORY     - 1946     MONUMENTED       CGS
 RZ0964  HISTORY     - 1962     GOOD             NGS
 RZ0964
 RZ0964                          STATION DESCRIPTION
 RZ0964
 RZ0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RZ0964'6.9 MI N FROM ANATONE.
 RZ0964'REACHED FROM THE POST OFFICE AT ANATONE GO NORTH ON STATE HIGHWAY 3
 RZ0964'FOR ABOUT 6.9 MILES, 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 RZ0964'AND ABOUT 2 FEET HIGHER, 4 FEET NORTH OF POWER LINE POLE 44/88, 2 FEET
 RZ0964'WEST OF THE WEST RIGHT OF WAY FENCE.  TOP OF CONCRETE POST IS
 RZ0964'PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0049 ***********************************************************************
 TP0049  DESIGNATION -  A 281
 TP0049  PID         -  TP0049
 TP0049  STATE/COUNTY-  WA/STEVENS
 TP0049  USGS QUAD   -  KETTLE FALLS (1969)
 TP0049
 TP0049                         *CURRENT SURVEY CONTROL
 TP0049  ___________________________________________________________________
 TP0049* NAD 83(1986)-  48 37 29.     (N)    118 06 46.     (W)     SCALED    
 TP0049* NAVD 88     -       418.891  (meters)    1374.31   (feet)  ADJUSTED  
 TP0049  ___________________________________________________________________
 TP0049  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 TP0049  DYNAMIC HT  -         418.957 (meters)    1374.53  (feet)  COMP
 TP0049  MODELED GRAV-     980,757.4   (mgal)                       NAVD 88
 TP0049
 TP0049  VERT ORDER  -  FIRST     CLASS II
 TP0049
 TP0049.The horizontal coordinates were scaled from a topographic map and have
 TP0049.an estimated accuracy of +/- 6 seconds.
 TP0049
 TP0049.The orthometric height was determined by differential leveling
 TP0049.and adjusted by the National Geodetic Survey in June 1991..
 TP0049
 TP0049.The geoid height was determined by GEOID03.
 TP0049
 TP0049.The dynamic height is computed by dividing the NAVD 88
 TP0049.geopotential number by the normal gravity value computed on the
 TP0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0049.degrees latitude (g = 980.6199 gals.).
 TP0049
 TP0049.The modeled gravity was interpolated from observed gravity values.
 TP0049
 TP0049;                    North         East    Units  Estimated Accuracy
 TP0049;SPC WA N     -   184,190.      700,510.      MT  (+/- 180 meters Scaled)
 TP0049
 TP0049                          SUPERSEDED SURVEY CONTROL
 TP0049
 TP0049  NGVD 29 (??/??/92)  417.665  (m)         1370.29   (f) ADJ UNCH    1 2
 TP0049
 TP0049.Superseded values are not recommended for survey control.
 TP0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0049.See file dsdata.txt to determine how the superseded data were derived.
 TP0049
 TP0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP180863(NAD 83)
 TP0049_MARKER: DD = SURVEY DISK
 TP0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0049_SP_SET: OVER PASS
 TP0049_STAMPING: A 281 1946
 TP0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0049
 TP0049  HISTORY     - Date     Condition        Report By
 TP0049  HISTORY     - 1946     MONUMENTED       BOR
 TP0049  HISTORY     - 1948     GOOD             NGS
 TP0049
 TP0049                          STATION DESCRIPTION
 TP0049
 TP0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TP0049'3.2 MI W FROM KETTLE FALLS.
 TP0049'FROM THE POST OFFICE IN KETTLE FALLS, PROCEED 3.2 MILES WEST ALONG
 TP0049'U.S. HIGHWAY NO. 395 TO AN OVERPASS OVER THE GREAT NORTHERN RAILROAD.
 TP0049'IN THE NORTH WEST CORNER OF THE OVERPASS, IN THE BASE OF THE BANISTER,
 TP0049'3.8 FEET EAST OF THE WEST END OF THE OVERPASS.  THE MARK IS A STANDARD
 TP0049'U.S.C. AND G.S. DISC, CEMENTED INTO THE BASE OF THE BANISTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0634 ***********************************************************************
 RZ0634  DESIGNATION -  A 282
 RZ0634  PID         -  RZ0634
 RZ0634  STATE/COUNTY-  WA/WHITMAN
 RZ0634  USGS QUAD   -  PULLMAN (1975)
 RZ0634
 RZ0634                         *CURRENT SURVEY CONTROL
 RZ0634  ___________________________________________________________________
 RZ0634* NAD 83(1986)-  46 40 12.     (N)    117 09 10.     (W)     SCALED    
 RZ0634* NAVD 88     -       764.387  (meters)    2507.83   (feet)  ADJUSTED  
 RZ0634  ___________________________________________________________________
 RZ0634  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 RZ0634  DYNAMIC HT  -         764.337 (meters)    2507.66  (feet)  COMP
 RZ0634  MODELED GRAV-     980,522.7   (mgal)                       NAVD 88
 RZ0634
 RZ0634  VERT ORDER  -  FIRST     CLASS II
 RZ0634
 RZ0634.The horizontal coordinates were scaled from a topographic map and have
 RZ0634.an estimated accuracy of +/- 6 seconds.
 RZ0634
 RZ0634.The orthometric height was determined by differential leveling
 RZ0634.and adjusted by the National Geodetic Survey in June 1991..
 RZ0634.WARNING-Repeat measurements at this control monument indicate possible
 RZ0634.vertical movement.
 RZ0634
 RZ0634.The geoid height was determined by GEOID03.
 RZ0634
 RZ0634.The dynamic height is computed by dividing the NAVD 88
 RZ0634.geopotential number by the normal gravity value computed on the
 RZ0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0634.degrees latitude (g = 980.6199 gals.).
 RZ0634
 RZ0634.The modeled gravity was interpolated from observed gravity values.
 RZ0634
 RZ0634;                    North         East    Units  Estimated Accuracy
 RZ0634;SPC WA S     -   154,000.      756,040.      MT  (+/- 180 meters Scaled)
 RZ0634
 RZ0634                          SUPERSEDED SURVEY CONTROL
 RZ0634
 RZ0634  NGVD 29 (??/??/92)  763.304  (m)         2504.27   (f) ADJ UNCH    1 2
 RZ0634
 RZ0634.Superseded values are not recommended for survey control.
 RZ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0634.See file dsdata.txt to determine how the superseded data were derived.
 RZ0634
 RZ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM883685(NAD 83)
 RZ0634_MARKER: DB = BENCH MARK DISK
 RZ0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0634_SP_SET: BRIDGE
 RZ0634_STAMPING: A 282 1946
 RZ0634_MARK LOGO: CGS   
 RZ0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0634
 RZ0634  HISTORY     - Date     Condition        Report By
 RZ0634  HISTORY     - 1946     MONUMENTED       CGS
 RZ0634  HISTORY     - 1952     GOOD             NGS
 RZ0634  HISTORY     - 1980     GOOD             NGS
 RZ0634
 RZ0634                          STATION DESCRIPTION
 RZ0634
 RZ0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0634'6.2 MI S FROM PULLMAN.
 RZ0634'6.2 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0634'PULLMAN, 0.1 MILE WEST ALONG A GRADED COUNTY ROAD FROM THE TRACK, ON
 RZ0634'TOP OF THE SOUTHWEST WINGWALL OF A CONCRETE BRIDGE OVER THE SOUTH FORK
 RZ0634'OF THE PALOUSE RIVER, 10 FEET WEST OF AND ABOUT 1 FOOT HIGHER THAN THE
 RZ0634'CENTER LINE OF THE ROAD.
 RZ0634
 RZ0634                          STATION RECOVERY (1980)
 RZ0634
 RZ0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0634'10.1 KILOMETER (6.3 MILES) SOUTHWEST ALONG THE BURLINGTON NORTHERN
 RZ0634'RAILWAY FROM THE STATION IN PULLMAN, THENCE 0.3 KILOMETER (0.2 MILE)
 RZ0634'NORTH ALONG STALEY ROAD, SET IN TOP OF THE WEST END OF THE SOUTH
 RZ0634'ABUTMENT OF A SMALL CONCRETE ROAD BRIDGE OVER A SMALL CREEK, 3.0
 RZ0634'METERS (10.0 FEET) WEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0610 ***********************************************************************
 TP0610  DESIGNATION -  A 283
 TP0610  PID         -  TP0610
 TP0610  STATE/COUNTY-  WA/OKANOGAN
 TP0610  USGS QUAD   -  NIGHTHAWK (1981)
 TP0610
 TP0610                         *CURRENT SURVEY CONTROL
 TP0610  ___________________________________________________________________
 TP0610* NAD 83(1986)-  48 55 42.     (N)    119 40 45.     (W)     SCALED    
 TP0610* NAVD 88     -       355.074  (meters)    1164.94   (feet)  ADJUSTED  
 TP0610  ___________________________________________________________________
 TP0610  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 TP0610  DYNAMIC HT  -         355.127 (meters)    1165.11  (feet)  COMP
 TP0610  MODELED GRAV-     980,751.5   (mgal)                       NAVD 88
 TP0610
 TP0610  VERT ORDER  -  FIRST     CLASS II
 TP0610
 TP0610.The horizontal coordinates were scaled from a topographic map and have
 TP0610.an estimated accuracy of +/- 6 seconds.
 TP0610
 TP0610.The orthometric height was determined by differential leveling
 TP0610.and adjusted by the National Geodetic Survey in June 1991..
 TP0610
 TP0610.The geoid height was determined by GEOID03.
 TP0610
 TP0610.The dynamic height is computed by dividing the NAVD 88
 TP0610.geopotential number by the normal gravity value computed on the
 TP0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0610.degrees latitude (g = 980.6199 gals.).
 TP0610
 TP0610.The modeled gravity was interpolated from observed gravity values.
 TP0610
 TP0610;                    North         East    Units  Estimated Accuracy
 TP0610;SPC WA N     -   215,040.      584,570.      MT  (+/- 180 meters Scaled)
 TP0610
 TP0610                          SUPERSEDED SURVEY CONTROL
 TP0610
 TP0610  NGVD 29 (??/??/92)  353.750  (m)         1160.59   (f) ADJ UNCH    1 2
 TP0610
 TP0610.Superseded values are not recommended for survey control.
 TP0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0610.See file dsdata.txt to determine how the superseded data were derived.
 TP0610
 TP0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ037229(NAD 83)
 TP0610_MARKER: DB = BENCH MARK DISK
 TP0610_SETTING: 0 = UNSPECIFIED SETTING
 TP0610_STAMPING: A 283 1946
 TP0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0610
 TP0610  HISTORY     - Date     Condition        Report By
 TP0610  HISTORY     - 1946     MONUMENTED       CGS
 TP0610
 TP0610                          STATION DESCRIPTION
 TP0610
 TP0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0610'3.84 MI SW FROM NIGHTHAWK.
 TP0610'3.84 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE CUSTOMS
 TP0610'OFFICE AT NIGHTHAWK, 6 POLES WEST OF MILEPOST 138, AT A FARM ROAD
 TP0610'CROSSING, 94.5 FEET NORTH OF THE NORTH RAIL, 64 FEET WEST OF THE
 TP0610'CENTERLINE OF THE FARM ROAD, 1.5 FEET SOUTH OF A WIRE FENCE, AND 2
 TP0610'FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0305 ***********************************************************************
 TP0305  DESIGNATION -  A 284
 TP0305  PID         -  TP0305
 TP0305  STATE/COUNTY-  WA/FERRY
 TP0305  USGS QUAD   -  EDDS MOUNTAIN (1992)
 TP0305
 TP0305                         *CURRENT SURVEY CONTROL
 TP0305  ___________________________________________________________________
 TP0305* NAD 83(1986)-  48 36 38.     (N)    118 32 31.     (W)     SCALED    
 TP0305* NAVD 88     -      1330.379  (meters)    4364.75   (feet)  ADJUSTED  
 TP0305  ___________________________________________________________________
 TP0305  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TP0305  DYNAMIC HT  -        1330.399 (meters)    4364.82  (feet)  COMP
 TP0305  MODELED GRAV-     980,578.2   (mgal)                       NAVD 88
 TP0305
 TP0305  VERT ORDER  -  FIRST     CLASS II
 TP0305
 TP0305.The horizontal coordinates were scaled from a topographic map and have
 TP0305.an estimated accuracy of +/- 6 seconds.
 TP0305
 TP0305.The orthometric height was determined by differential leveling
 TP0305.and adjusted by the National Geodetic Survey in June 1991..
 TP0305
 TP0305.The geoid height was determined by GEOID03.
 TP0305
 TP0305.The dynamic height is computed by dividing the NAVD 88
 TP0305.geopotential number by the normal gravity value computed on the
 TP0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0305.degrees latitude (g = 980.6199 gals.).
 TP0305
 TP0305.The modeled gravity was interpolated from observed gravity values.
 TP0305
 TP0305;                    North         East    Units  Estimated Accuracy
 TP0305;SPC WA N     -   181,590.      668,940.      MT  (+/- 180 meters Scaled)
 TP0305
 TP0305                          SUPERSEDED SURVEY CONTROL
 TP0305
 TP0305  NGVD 29 (??/??/92) 1329.033  (m)         4360.34   (f) ADJ UNCH    1 2
 TP0305
 TP0305.Superseded values are not recommended for survey control.
 TP0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0305.See file dsdata.txt to determine how the superseded data were derived.
 TP0305
 TP0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP863853(NAD 83)
 TP0305_MARKER: DB = BENCH MARK DISK
 TP0305_SETTING: 66 = SET IN ROCK OUTCROP
 TP0305_SP_SET: BEDROCK
 TP0305_STAMPING: A 284 1946
 TP0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0305+STABILITY: POSITION/ELEVATION WELL
 TP0305
 TP0305  HISTORY     - Date     Condition        Report By
 TP0305  HISTORY     - 1946     MONUMENTED       CGS
 TP0305
 TP0305                          STATION DESCRIPTION
 TP0305
 TP0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0305'12.9 MI E FROM REPUBLIC.
 TP0305'3.1 MILES EAST ALONG STATE HIGHWAY NO.4 A, THENCE.  9.8 MILES
 TP0305'SOUTHEAST ALONG THE REPUBLIC-KETTLE FALLS ROAD FROM THE POST OFFICE AT
 TP0305'REPUBLIC, AT THE WEST END OF A ROCK CUT, 48.0 FEET NORTHWEST OF A
 TP0305'14-INCH PINE TREE, 42.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 21.0
 TP0305'FEET SOUTHEAST OF THE SOUTH END OF A CORRUGATED STEEL CULVERT WITH A
 TP0305'STONE HEADWALL, A BENCH MARK DISK IN TOP OF BEDROCK, AND ABOUT 8.0
 TP0305'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1034 ***********************************************************************
 RZ1034  DESIGNATION -  A 286
 RZ1034  PID         -  RZ1034
 RZ1034  STATE/COUNTY-  WA/ASOTIN
 RZ1034  USGS QUAD   -  BLACK BUTTE (1971)
 RZ1034
 RZ1034                         *CURRENT SURVEY CONTROL
 RZ1034  ___________________________________________________________________
 RZ1034* NAD 83(1986)-  46 02 13.     (N)    117 04 01.     (W)     SCALED    
 RZ1034* NAVD 88     -       309.560  (meters)    1015.61   (feet)  ADJUSTED  
 RZ1034  ___________________________________________________________________
 RZ1034  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 RZ1034  DYNAMIC HT  -         309.500 (meters)    1015.42  (feet)  COMP
 RZ1034  MODELED GRAV-     980,414.7   (mgal)                       NAVD 88
 RZ1034
 RZ1034  VERT ORDER  -  SECOND    CLASS 0
 RZ1034
 RZ1034.The horizontal coordinates were scaled from a topographic map and have
 RZ1034.an estimated accuracy of +/- 6 seconds.
 RZ1034
 RZ1034.The orthometric height was determined by differential leveling
 RZ1034.and adjusted by the National Geodetic Survey in June 1991..
 RZ1034
 RZ1034.The geoid height was determined by GEOID03.
 RZ1034
 RZ1034.The dynamic height is computed by dividing the NAVD 88
 RZ1034.geopotential number by the normal gravity value computed on the
 RZ1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1034.degrees latitude (g = 980.6199 gals.).
 RZ1034
 RZ1034.The modeled gravity was interpolated from observed gravity values.
 RZ1034
 RZ1034;                    North         East    Units  Estimated Accuracy
 RZ1034;SPC WA S     -    83,990.      765,660.      MT  (+/- 180 meters Scaled)
 RZ1034
 RZ1034                          SUPERSEDED SURVEY CONTROL
 RZ1034
 RZ1034  NGVD 29 (??/??/92)  308.466  (m)         1012.03   (f) ADJ UNCH    2 0
 RZ1034
 RZ1034.Superseded values are not recommended for survey control.
 RZ1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1034.See file dsdata.txt to determine how the superseded data were derived.
 RZ1034
 RZ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML948981(NAD 83)
 RZ1034_MARKER: DB = BENCH MARK DISK
 RZ1034_SETTING: 80 = SET IN A BOULDER
 RZ1034_SP_SET: BOULDER
 RZ1034_STAMPING: A 286 1946
 RZ1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1034+STABILITY: SURFACE MOTION
 RZ1034
 RZ1034  HISTORY     - Date     Condition        Report By
 RZ1034  HISTORY     - 1946     MONUMENTED       CGS
 RZ1034  HISTORY     - 1971     MARK NOT FOUND   USGS
 RZ1034
 RZ1034                          STATION DESCRIPTION
 RZ1034
 RZ1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RZ1034'10.7 MI NW FROM ROGERSBURG.
 RZ1034'ABOUT 10.7 MILES NORTHWEST ALONG THE GRANDE RONDE RIVER FROM THE POST
 RZ1034'OFFICE AT ROGERSBURG, SET ON THE WEST BANK OF THE RIVER, DIRECTLY IN
 RZ1034'LINE WITH A CANYON WHICH IS ON THE OTHER SIDE OF THE RIVER, 10 FEET
 RZ1034'WEST OF THE EDGE OF THE RIVER, ABOUT 10 FEET HIGHER THAN HIGH WATER
 RZ1034'LEVEL, ABOUT 30 FEET EAST OF A LAVA ROCK CLIFF, A STANDARD DISK SET IN
 RZ1034'TOP OF A ROCK BOULDER ABOUT THE SAME LEVEL AS THE IMMEDIATE GROUND
 RZ1034'LEVEL.
 RZ1034
 RZ1034                          STATION RECOVERY (1971)
 RZ1034
 RZ1034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RZ1034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0809 ***********************************************************************
 SX0809  DESIGNATION -  A 287
 SX0809  PID         -  SX0809
 SX0809  STATE/COUNTY-  WA/PIERCE
 SX0809  USGS QUAD   -  SUN TOP (1986)
 SX0809
 SX0809                         *CURRENT SURVEY CONTROL
 SX0809  ___________________________________________________________________
 SX0809* NAD 83(1986)-  47 02 39.     (N)    121 34 10.     (W)     SCALED    
 SX0809* NAVD 88     -       708.046  (meters)    2322.98   (feet)  ADJUSTED  
 SX0809  ___________________________________________________________________
 SX0809  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SX0809  DYNAMIC HT  -         708.015 (meters)    2322.88  (feet)  COMP
 SX0809  MODELED GRAV-     980,547.3   (mgal)                       NAVD 88
 SX0809
 SX0809  VERT ORDER  -  SECOND    CLASS 0
 SX0809
 SX0809.The horizontal coordinates were scaled from a topographic map and have
 SX0809.an estimated accuracy of +/- 6 seconds.
 SX0809
 SX0809.The orthometric height was determined by differential leveling
 SX0809.and adjusted by the National Geodetic Survey in June 1991..
 SX0809
 SX0809.The geoid height was determined by GEOID03.
 SX0809
 SX0809.The dynamic height is computed by dividing the NAVD 88
 SX0809.geopotential number by the normal gravity value computed on the
 SX0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0809.degrees latitude (g = 980.6199 gals.).
 SX0809
 SX0809.The modeled gravity was interpolated from observed gravity values.
 SX0809
 SX0809;                    North         East    Units  Estimated Accuracy
 SX0809;SPC WA S     -   190,710.      418,740.      MT  (+/- 180 meters Scaled)
 SX0809
 SX0809                          SUPERSEDED SURVEY CONTROL
 SX0809
 SX0809  NGVD 29 (??/??/92)  706.808  (m)         2318.92   (f) ADJ UNCH    2 0
 SX0809
 SX0809.Superseded values are not recommended for survey control.
 SX0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0809.See file dsdata.txt to determine how the superseded data were derived.
 SX0809
 SX0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT086110(NAD 83)
 SX0809_MARKER: DB = BENCH MARK DISK
 SX0809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0809_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0809_STAMPING: A 287 1946
 SX0809_MARK LOGO: CGS   
 SX0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX0809+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1990
 SX0809
 SX0809  HISTORY     - Date     Condition        Report By
 SX0809  HISTORY     - 1946     MONUMENTED       CGS
 SX0809  HISTORY     - 19900816 GOOD             WADT
 SX0809  HISTORY     - 20010623 MARK NOT FOUND   USPSQD
 SX0809
 SX0809                          STATION DESCRIPTION
 SX0809
 SX0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SX0809'26.9 MI S FROM LESTER.
 SX0809'3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0809'STATION AT LESTER, THENCE 19.4 MILES SOUTHWEST ALONG THE NACHES FOREST
 SX0809'SERVICE ROAD, THENCE 4.2 MILES SOUTH ALONG U. S. HIGHWAY NO. 410, AT
 SX0809'THE SOUTH END OF A CUT, 26.4 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SX0809'HIGHWAY, 1.4 FEET SOUTHEAST OF A WHITE WOODEN REFERENCE POST, ABOUT
 SX0809'0.6 FOOT HIGHER THAN THE SURFACE OF THE HIGHWAY AND PROJECTS 0.3 FOOT
 SX0809'ABOVE THE IMMEDIATE GROUND LEVEL.
 SX0809
 SX0809                          STATION RECOVERY (1990)
 SX0809
 SX0809'RECOVERY NOTE BY WA DEPT OF TRANSP 1990
 SX0809'RECOVERED IN GOOD CONDITION.
 SX0809
 SX0809                          STATION RECOVERY (2001)
 SX0809
 SX0809'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SX0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0810 ***********************************************************************
 SX0810  DESIGNATION -  A 288
 SX0810  PID         -  SX0810
 SX0810  STATE/COUNTY-  WA/PIERCE
 SX0810  USGS QUAD   -  SUN TOP (1986)
 SX0810
 SX0810                         *CURRENT SURVEY CONTROL
 SX0810  ___________________________________________________________________
 SX0810* NAD 83(1986)-  47 03 19.     (N)    121 34 20.     (W)     SCALED    
 SX0810* NAVD 88     -       677.828  (meters)    2223.84   (feet)  ADJUSTED  
 SX0810  ___________________________________________________________________
 SX0810  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 SX0810  DYNAMIC HT  -         677.804 (meters)    2223.76  (feet)  COMP
 SX0810  MODELED GRAV-     980,556.0   (mgal)                       NAVD 88
 SX0810
 SX0810  VERT ORDER  -  SECOND    CLASS 0
 SX0810
 SX0810.The horizontal coordinates were scaled from a topographic map and have
 SX0810.an estimated accuracy of +/- 6 seconds.
 SX0810
 SX0810.The orthometric height was determined by differential leveling
 SX0810.and adjusted by the National Geodetic Survey in June 1991..
 SX0810
 SX0810.The geoid height was determined by GEOID03.
 SX0810
 SX0810.The dynamic height is computed by dividing the NAVD 88
 SX0810.geopotential number by the normal gravity value computed on the
 SX0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0810.degrees latitude (g = 980.6199 gals.).
 SX0810
 SX0810.The modeled gravity was interpolated from observed gravity values.
 SX0810
 SX0810;                    North         East    Units  Estimated Accuracy
 SX0810;SPC WA S     -   191,950.      418,540.      MT  (+/- 180 meters Scaled)
 SX0810
 SX0810                          SUPERSEDED SURVEY CONTROL
 SX0810
 SX0810  NGVD 29 (??/??/92)  676.684  (m)         2220.09   (f) ADJ UNCH    2 0
 SX0810
 SX0810.Superseded values are not recommended for survey control.
 SX0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0810.See file dsdata.txt to determine how the superseded data were derived.
 SX0810
 SX0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT084122(NAD 83)
 SX0810_MARKER: DB = BENCH MARK DISK
 SX0810_SETTING: 80 = SET IN A BOULDER
 SX0810_SP_SET: BOULDER
 SX0810_STAMPING: A 288 1946
 SX0810_MARK LOGO: CGS   
 SX0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0810+STABILITY: SURFACE MOTION
 SX0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX0810+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1990
 SX0810
 SX0810  HISTORY     - Date     Condition        Report By
 SX0810  HISTORY     - 1946     MONUMENTED       CGS
 SX0810  HISTORY     - 19900921 GOOD             WADT
 SX0810  HISTORY     - 20010623 MARK NOT FOUND   USPSQD
 SX0810
 SX0810                          STATION DESCRIPTION
 SX0810
 SX0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SX0810'26.1 MI S FROM LESTER.
 SX0810'3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0810'STATION AT LESTER, THENCE 19.4 MILES SOUTHWEST ALONG THE NACHES FOREST
 SX0810'SERVICE ROAD, THENCE 3.4 MILES SOUTH ALONG U. S. HIGHWAY NO. 410, AT
 SX0810'THE NORTH END OF A ROAD CUT, 34.6 FEET EAST OF THE CENTER LINE OF THE
 SX0810'HIGHWAY, SET IN TOP OF A BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE
 SX0810'GROUND LEVEL AND ABOUT 1 FOOT ABOVE THE SURFACE OF THE ROAD. A WHITE
 SX0810'BM PAINTED ON THE WEST FACE OF THE BOULDER.
 SX0810
 SX0810                          STATION RECOVERY (1990)
 SX0810
 SX0810'RECOVERY NOTE BY WA DEPT OF TRANSP 1990
 SX0810'RECOVERED IN GOOD CONDITION.
 SX0810
 SX0810                          STATION RECOVERY (2001)
 SX0810
 SX0810'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SX0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0811 ***********************************************************************
 SX0811  DESIGNATION -  A 289
 SX0811  PID         -  SX0811
 SX0811  STATE/COUNTY-  WA/PIERCE
 SX0811  USGS QUAD   -  SUN TOP (1986)
 SX0811
 SX0811                         *CURRENT SURVEY CONTROL
 SX0811  ___________________________________________________________________
 SX0811* NAD 83(1986)-  47 04 05.     (N)    121 34 34.     (W)     SCALED    
 SX0811* NAVD 88     -       661.177  (meters)    2169.21   (feet)  ADJUSTED  
 SX0811  ___________________________________________________________________
 SX0811  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 SX0811  DYNAMIC HT  -         661.160 (meters)    2169.16  (feet)  COMP
 SX0811  MODELED GRAV-     980,565.5   (mgal)                       NAVD 88
 SX0811
 SX0811  VERT ORDER  -  SECOND    CLASS 0
 SX0811
 SX0811.The horizontal coordinates were scaled from a topographic map and have
 SX0811.an estimated accuracy of +/- 6 seconds.
 SX0811
 SX0811.The orthometric height was determined by differential leveling
 SX0811.and adjusted by the National Geodetic Survey in June 1991..
 SX0811
 SX0811.The geoid height was determined by GEOID03.
 SX0811
 SX0811.The dynamic height is computed by dividing the NAVD 88
 SX0811.geopotential number by the normal gravity value computed on the
 SX0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0811.degrees latitude (g = 980.6199 gals.).
 SX0811
 SX0811.The modeled gravity was interpolated from observed gravity values.
 SX0811
 SX0811;                    North         East    Units  Estimated Accuracy
 SX0811;SPC WA S     -   193,380.      418,270.      MT  (+/- 180 meters Scaled)
 SX0811
 SX0811                          SUPERSEDED SURVEY CONTROL
 SX0811
 SX0811  NGVD 29 (??/??/92)  660.039  (m)         2165.48   (f) ADJ UNCH    2 0
 SX0811
 SX0811.Superseded values are not recommended for survey control.
 SX0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0811.See file dsdata.txt to determine how the superseded data were derived.
 SX0811
 SX0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT081137(NAD 83)
 SX0811_MARKER: DB = BENCH MARK DISK
 SX0811_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SX0811_SP_SET: HEADWALL
 SX0811_STAMPING: A 289 1946
 SX0811_MARK LOGO: CGS   
 SX0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0811+STABILITY: SURFACE MOTION
 SX0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX0811+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1990
 SX0811
 SX0811  HISTORY     - Date     Condition        Report By
 SX0811  HISTORY     - 1946     MONUMENTED       CGS
 SX0811  HISTORY     - 19900921 GOOD             WADT
 SX0811  HISTORY     - 20010623 MARK NOT FOUND   USPSQD
 SX0811
 SX0811                          STATION DESCRIPTION
 SX0811
 SX0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SX0811'25.1 MI S FROM LESTER.
 SX0811'3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0811'STATION AT LESTER, THENCE 19.4 MILES SOUTHWEST ALONG THE NACHES FOREST
 SX0811'SERVICE ROAD, THENCE 2.4 MILE SOUTH ALONG U. S. HIGHWAY NO. 410, AT
 SX0811'THE ENTRANCE TO THE DALLES RECREATION AREA, SET IN THE TOP OF THE
 SX0811'NORTHEAST HEADWALL OF A 6- BY 6-FOOT CONCRETE BOX CULVERT, 47 FEET
 SX0811'NORTHWEST OF THE CENTER LINE OF THE CROSS ROAD AT THE ENTRANCE TO THE
 SX0811'DALLES RECREATION AREA, 16 FEET NORTHEAST OF THE CENTER LINE OF THE
 SX0811'HIGHWAY, 0.6 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL,
 SX0811'ABOUT 1.3 FEET LOWER THAN THE SURFACE OF THE HIGHWAY.
 SX0811
 SX0811                          STATION RECOVERY (1990)
 SX0811
 SX0811'RECOVERY NOTE BY WA DEPT OF TRANSP 1990
 SX0811'RECOVERED IN GOOD CONDITION.
 SX0811
 SX0811                          STATION RECOVERY (2001)
 SX0811
 SX0811'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SX0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0445 ***********************************************************************
 TP0445  DESIGNATION -  A 29
 TP0445  PID         -  TP0445
 TP0445  STATE/COUNTY-  WA/OKANOGAN
 TP0445  USGS QUAD   -  THE POTHOLE (1994)
 TP0445
 TP0445                         *CURRENT SURVEY CONTROL
 TP0445  ___________________________________________________________________
 TP0445* NAD 83(1986)-  48 23 00.     (N)    119 29 32.     (W)     SCALED    
 TP0445* NAVD 88     -       355.431  (meters)    1166.11   (feet)  ADJUSTED  
 TP0445  ___________________________________________________________________
 TP0445  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 TP0445  DYNAMIC HT  -         355.487 (meters)    1166.29  (feet)  COMP
 TP0445  MODELED GRAV-     980,758.7   (mgal)                       NAVD 88
 TP0445
 TP0445  VERT ORDER  -  FIRST     CLASS II
 TP0445
 TP0445.The horizontal coordinates were scaled from a topographic map and have
 TP0445.an estimated accuracy of +/- 6 seconds.
 TP0445
 TP0445.The orthometric height was determined by differential leveling
 TP0445.and adjusted by the National Geodetic Survey in June 1991..
 TP0445
 TP0445.The geoid height was determined by GEOID03.
 TP0445
 TP0445.The dynamic height is computed by dividing the NAVD 88
 TP0445.geopotential number by the normal gravity value computed on the
 TP0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0445.degrees latitude (g = 980.6199 gals.).
 TP0445
 TP0445.The modeled gravity was interpolated from observed gravity values.
 TP0445
 TP0445;                    North         East    Units  Estimated Accuracy
 TP0445;SPC WA N     -   154,670.      599,330.      MT  (+/- 180 meters Scaled)
 TP0445
 TP0445                          SUPERSEDED SURVEY CONTROL
 TP0445
 TP0445  NGVD 29 (??/??/92)  354.168  (m)         1161.97   (f) ADJ UNCH    1 2
 TP0445
 TP0445.Superseded values are not recommended for survey control.
 TP0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0445.See file dsdata.txt to determine how the superseded data were derived.
 TP0445
 TP0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP154619(NAD 83)
 TP0445_MARKER: DB = BENCH MARK DISK
 TP0445_SETTING: 66 = SET IN ROCK OUTCROP
 TP0445_SP_SET: ROCK OUTCROP
 TP0445_STAMPING: A 29 1933
 TP0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0445+STABILITY: POSITION/ELEVATION WELL
 TP0445
 TP0445  HISTORY     - Date     Condition        Report By
 TP0445  HISTORY     - 1933     MONUMENTED       CGS
 TP0445  HISTORY     - 1975     MARK NOT FOUND   USGS
 TP0445  HISTORY     - 1981     MARK NOT FOUND   NGS
 TP0445
 TP0445                          STATION DESCRIPTION
 TP0445
 TP0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0445'2.6 MI SE FROM OMAK.
 TP0445'24 FEET EAST OF CENTER LINE OF OMAK-NESPELEM ROAD.  24 FEET SOUTH OF
 TP0445'GALVANIZED PIPE CULVERT.  SET IN ROCK OUT CROP, LEVEL WITH ROAD.
 TP0445
 TP0445                          STATION RECOVERY (1975)
 TP0445
 TP0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP0445'MARK NOT FOUND.
 TP0445
 TP0445                          STATION RECOVERY (1981)
 TP0445
 TP0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0445'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0812 ***********************************************************************
 SX0812  DESIGNATION -  A 290
 SX0812  PID         -  SX0812
 SX0812  STATE/COUNTY-  WA/PIERCE
 SX0812  USGS QUAD   -  SUN TOP (1986)
 SX0812
 SX0812                         *CURRENT SURVEY CONTROL
 SX0812  ___________________________________________________________________
 SX0812* NAD 83(1986)-  47 05 00.     (N)    121 35 01.     (W)     SCALED    
 SX0812* NAVD 88     -       656.506  (meters)    2153.89   (feet)  ADJUSTED  
 SX0812  ___________________________________________________________________
 SX0812  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 SX0812  DYNAMIC HT  -         656.491 (meters)    2153.84  (feet)  COMP
 SX0812  MODELED GRAV-     980,569.6   (mgal)                       NAVD 88
 SX0812
 SX0812  VERT ORDER  -  SECOND    CLASS 0
 SX0812
 SX0812.The horizontal coordinates were scaled from a topographic map and have
 SX0812.an estimated accuracy of +/- 6 seconds.
 SX0812
 SX0812.The orthometric height was determined by differential leveling
 SX0812.and adjusted by the National Geodetic Survey in June 1991..
 SX0812
 SX0812.The geoid height was determined by GEOID03.
 SX0812
 SX0812.The dynamic height is computed by dividing the NAVD 88
 SX0812.geopotential number by the normal gravity value computed on the
 SX0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0812.degrees latitude (g = 980.6199 gals.).
 SX0812
 SX0812.The modeled gravity was interpolated from observed gravity values.
 SX0812
 SX0812;                    North         East    Units  Estimated Accuracy
 SX0812;SPC WA S     -   195,080.      417,720.      MT  (+/- 180 meters Scaled)
 SX0812
 SX0812                          SUPERSEDED SURVEY CONTROL
 SX0812
 SX0812  NGVD 29 (??/??/92)  655.368  (m)         2150.15   (f) ADJ UNCH    2 0
 SX0812
 SX0812.Superseded values are not recommended for survey control.
 SX0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0812.See file dsdata.txt to determine how the superseded data were derived.
 SX0812
 SX0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT075153(NAD 83)
 SX0812_MARKER: DB = BENCH MARK DISK
 SX0812_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0812_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0812_STAMPING: A 290 1946
 SX0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0812
 SX0812  HISTORY     - Date     Condition        Report By
 SX0812  HISTORY     - 1946     MONUMENTED       CGS
 SX0812  HISTORY     - 20010623 MARK NOT FOUND   USPSQD
 SX0812
 SX0812                          STATION DESCRIPTION
 SX0812
 SX0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SX0812'24.1 MI S FROM LESTER.
 SX0812'3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0812'STATION AT LESTER, THENCE 19.4 MILES SOUTHWEST ALONG THE NACHES FOREST
 SX0812'SERVICE ROAD, THENCE 1.4 MILE SOUTH ALONG U. S. HIGHWAY NO. 410, AT
 SX0812'THE INTERSECTION OF THE HIGHWAY AND A ROAD LEADING WEST TO HUCKLEBERRY
 SX0812'CREEK, ABOUT 88 YARDS NORTH OF THE HUCKLEBERRY CREEK ROAD, 27 FEET
 SX0812'EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTWEST OF A 10-INCH
 SX0812'FIR TREE, 1.2 FEET SOUTHEAST OF A WHITE WOODEN REFERENCE POST, ABOUT 3
 SX0812'FEET HIGHER THAN THE SURFACE OF THE HIGHWAY AND PROJECTS 0.3 FOOT
 SX0812'ABOVE THE IMMEDIATE GROUND LEVEL.
 SX0812
 SX0812                          STATION RECOVERY (2001)
 SX0812
 SX0812'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SX0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0813 ***********************************************************************
 SX0813  DESIGNATION -  A 291
 SX0813  PID         -  SX0813
 SX0813  STATE/COUNTY-  WA/PIERCE
 SX0813  USGS QUAD   -  SUN TOP (1986)
 SX0813
 SX0813                         *CURRENT SURVEY CONTROL
 SX0813  ___________________________________________________________________
 SX0813* NAD 83(1986)-  47 05 51.     (N)    121 35 19.     (W)     SCALED    
 SX0813* NAVD 88     -       623.005  (meters)    2043.98   (feet)  ADJUSTED  
 SX0813  ___________________________________________________________________
 SX0813  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 SX0813  DYNAMIC HT  -         622.986 (meters)    2043.91  (feet)  COMP
 SX0813  MODELED GRAV-     980,565.1   (mgal)                       NAVD 88
 SX0813
 SX0813  VERT ORDER  -  SECOND    CLASS 0
 SX0813
 SX0813.The horizontal coordinates were scaled from a topographic map and have
 SX0813.an estimated accuracy of +/- 6 seconds.
 SX0813
 SX0813.The orthometric height was determined by differential leveling
 SX0813.and adjusted by the National Geodetic Survey in June 1991..
 SX0813
 SX0813.The geoid height was determined by GEOID03.
 SX0813
 SX0813.The dynamic height is computed by dividing the NAVD 88
 SX0813.geopotential number by the normal gravity value computed on the
 SX0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0813.degrees latitude (g = 980.6199 gals.).
 SX0813
 SX0813.The modeled gravity was interpolated from observed gravity values.
 SX0813
 SX0813;                    North         East    Units  Estimated Accuracy
 SX0813;SPC WA S     -   196,660.      417,360.      MT  (+/- 180 meters Scaled)
 SX0813
 SX0813                          SUPERSEDED SURVEY CONTROL
 SX0813
 SX0813  NGVD 29 (??/??/92)  621.861  (m)         2040.22   (f) ADJ UNCH    2 0
 SX0813
 SX0813.Superseded values are not recommended for survey control.
 SX0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0813.See file dsdata.txt to determine how the superseded data were derived.
 SX0813
 SX0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT071169(NAD 83)
 SX0813_MARKER: DB = BENCH MARK DISK
 SX0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0813_SP_SET: CULVERT
 SX0813_STAMPING: A 291 1946
 SX0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0813
 SX0813  HISTORY     - Date     Condition        Report By
 SX0813  HISTORY     - 1946     MONUMENTED       CGS
 SX0813  HISTORY     - 1959     GOOD             NGS
 SX0813  HISTORY     - 20010623 MARK NOT FOUND   USPSQD
 SX0813
 SX0813                          STATION DESCRIPTION
 SX0813
 SX0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SX0813'23.1 MI S FROM LESTER.
 SX0813'3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0813'STATION AT LESTER, THENCE 19.4 MILES SOUTHWEST ALONG THE NACHES FOREST
 SX0813'SERVICE ROAD, THENCE 0.4 MILE SOUTH ALONG U.S. HIGHWAY 410, IN TOP OF
 SX0813'THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT,
 SX0813'18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 49 1/2 FEET EAST OF
 SX0813'POST 41470 SUPPORTING A WARNING UNDERGROUND CABLE SIGN, 1.0 FOOT NORTH
 SX0813'OF THE SOUTH END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 SX0813
 SX0813                          STATION RECOVERY (2001)
 SX0813
 SX0813'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SX0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0732 ***********************************************************************
 SX0732  DESIGNATION -  A 292
 SX0732  PID         -  SX0732
 SX0732  STATE/COUNTY-  WA/KING
 SX0732  USGS QUAD   -  LESTER (1989)
 SX0732
 SX0732                         *CURRENT SURVEY CONTROL
 SX0732  ___________________________________________________________________
 SX0732* NAD 83(1986)-  47 11 47.     (N)    121 24 18.     (W)     SCALED    
 SX0732* NAVD 88     -       585.941  (meters)    1922.37   (feet)  ADJUSTED  
 SX0732  ___________________________________________________________________
 SX0732  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 SX0732  DYNAMIC HT  -         585.931 (meters)    1922.34  (feet)  COMP
 SX0732  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 SX0732
 SX0732  VERT ORDER  -  SECOND    CLASS 0
 SX0732
 SX0732.The horizontal coordinates were scaled from a topographic map and have
 SX0732.an estimated accuracy of +/- 6 seconds.
 SX0732
 SX0732.The orthometric height was determined by differential leveling
 SX0732.and adjusted by the National Geodetic Survey in June 1991..
 SX0732
 SX0732.The geoid height was determined by GEOID03.
 SX0732
 SX0732.The dynamic height is computed by dividing the NAVD 88
 SX0732.geopotential number by the normal gravity value computed on the
 SX0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0732.degrees latitude (g = 980.6199 gals.).
 SX0732
 SX0732.The modeled gravity was interpolated from observed gravity values.
 SX0732
 SX0732;                    North         East    Units  Estimated Accuracy
 SX0732;SPC WA N     -    22,000.      456,680.      MT  (+/- 180 meters Scaled)
 SX0732
 SX0732                          SUPERSEDED SURVEY CONTROL
 SX0732
 SX0732  NGVD 29 (??/??/92)  584.772  (m)         1918.54   (f) ADJ UNCH    2 0
 SX0732
 SX0732.Superseded values are not recommended for survey control.
 SX0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0732.See file dsdata.txt to determine how the superseded data were derived.
 SX0732
 SX0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT208282(NAD 83)
 SX0732_MARKER: DB = BENCH MARK DISK
 SX0732_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0732_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0732_STAMPING: A 292 1946
 SX0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0732
 SX0732  HISTORY     - Date     Condition        Report By
 SX0732  HISTORY     - 1946     MONUMENTED       CGS
 SX0732  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0732
 SX0732                          STATION DESCRIPTION
 SX0732
 SX0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SX0732'5.3 MI NE FROM LESTER.
 SX0732'3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0732'STATION AT LESTER, THENCE 2.0 MILES SOUTHWEST ALONG THE NACHES FOREST
 SX0732'SERVICE ROAD, AT MILEPOST NO. 5, 48 YARDS SOUTH OF MILEPOST NO. 5, 16
 SX0732'FEET WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF A WHITE
 SX0732'WOODEN REFERENCE POST, ABOUT THE SAME LEVEL AS THE SURFACE OF THE ROAD
 SX0732'AND PROJECTS 0.2 FOOT ABOVE THE IMMEDIATE GROUND LEVEL.
 SX0732
 SX0732                          STATION RECOVERY (1982)
 SX0732
 SX0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0732'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0876 ***********************************************************************
 SB0876  DESIGNATION -  A 293
 SB0876  PID         -  SB0876
 SB0876  STATE/COUNTY-  WA/YAKIMA
 SB0876  USGS QUAD   -  WHITE RIVER PARK (1971)
 SB0876
 SB0876                         *CURRENT SURVEY CONTROL
 SB0876  ___________________________________________________________________
 SB0876* NAD 83(1986)-  46 52 59.     (N)    121 30 37.     (W)     SCALED    
 SB0876* NAVD 88     -      1571.327  (meters)    5155.26   (feet)  POSTED    
 SB0876  ___________________________________________________________________
 SB0876  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 SB0876  DYNAMIC HT  -        1571.030 (meters)    5154.29  (feet)  COMP
 SB0876  MODELED GRAV-     980,366.0   (mgal)                       NAVD 88
 SB0876
 SB0876  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0876
 SB0876.The horizontal coordinates were scaled from a topographic map and have
 SB0876.an estimated accuracy of +/- 6 seconds.
 SB0876
 SB0876.The orthometric height was determined by differential leveling
 SB0876.and adjusted by the National Geodetic Survey in 1992..
 SB0876.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0876.rate of 1.1 thru 2.0 mm/km.
 SB0876
 SB0876.The geoid height was determined by GEOID03.
 SB0876
 SB0876.The dynamic height is computed by dividing the NAVD 88
 SB0876.geopotential number by the normal gravity value computed on the
 SB0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0876.degrees latitude (g = 980.6199 gals.).
 SB0876
 SB0876.The modeled gravity was interpolated from observed gravity values.
 SB0876
 SB0876;                    North         East    Units  Estimated Accuracy
 SB0876;SPC WA S     -   172,750.      423,000.      MT  (+/- 180 meters Scaled)
 SB0876
 SB0876                          SUPERSEDED SURVEY CONTROL
 SB0876
 SB0876  NGVD 29 (??/??/92) 1570.054  (m)         5151.09   (f) ADJ UNCH    2 0
 SB0876
 SB0876.Superseded values are not recommended for survey control.
 SB0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0876.See file dsdata.txt to determine how the superseded data were derived.
 SB0876
 SB0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS135932(NAD 83)
 SB0876_MARKER: DB = BENCH MARK DISK
 SB0876_SETTING: 0 = UNSPECIFIED SETTING
 SB0876_STAMPING: A 293 1946
 SB0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0876
 SB0876  HISTORY     - Date     Condition        Report By
 SB0876  HISTORY     - 1946     MONUMENTED       CGS
 SB0876  HISTORY     - 1971     GOOD             NGS
 SB0876  HISTORY     - 1989     GOOD             USPSQD
 SB0876
 SB0876                          STATION DESCRIPTION
 SB0876
 SB0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 SB0876'29.6 MI NE FROM PACKWOOD.
 SB0876'FROM THE SCHOOL AT PACKWOOD GO NORTHEAST ALONG U. S. HIGHWAY 12 FOR
 SB0876'7.7 MILES, THENCE NORTHEAST 16.4 MILES ALONG STATE ROUTE 123, THENCE
 SB0876'NORTHEAST 4.5 MILES, 60 FEET SOUTHEAST OF WATERFALL, 19 FEET NORTHWEST
 SB0876'OF CENTERLINE OF ROAD.
 SB0876
 SB0876                          STATION RECOVERY (1989)
 SB0876
 SB0876'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0600 ***********************************************************************
 SB0600  DESIGNATION -  A 294
 SB0600  PID         -  SB0600
 SB0600  STATE/COUNTY-  WA/KITTITAS
 SB0600  USGS QUAD   -  CLIFFDELL (1992)
 SB0600
 SB0600                         *CURRENT SURVEY CONTROL
 SB0600  ___________________________________________________________________
 SB0600* NAD 83(1986)-  46 57 49.     (N)    121 05 07.     (W)     SCALED    
 SB0600* NAVD 88     -       755.456  (meters)    2478.53   (feet)  POSTED    
 SB0600  ___________________________________________________________________
 SB0600  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 SB0600  DYNAMIC HT  -         755.400 (meters)    2478.34  (feet)  COMP
 SB0600  MODELED GRAV-     980,519.3   (mgal)                       NAVD 88
 SB0600
 SB0600  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0600
 SB0600.The horizontal coordinates were scaled from a topographic map and have
 SB0600.an estimated accuracy of +/- 6 seconds.
 SB0600
 SB0600.The orthometric height was determined by differential leveling
 SB0600.and adjusted by the National Geodetic Survey in 1992..
 SB0600.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0600.rate of 1.1 thru 2.0 mm/km.
 SB0600
 SB0600.The geoid height was determined by GEOID03.
 SB0600
 SB0600.The dynamic height is computed by dividing the NAVD 88
 SB0600.geopotential number by the normal gravity value computed on the
 SB0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0600.degrees latitude (g = 980.6199 gals.).
 SB0600
 SB0600.The modeled gravity was interpolated from observed gravity values.
 SB0600
 SB0600;                    North         East    Units  Estimated Accuracy
 SB0600;SPC WA S     -   181,370.      455,460.      MT  (+/- 180 meters Scaled)
 SB0600
 SB0600                          SUPERSEDED SURVEY CONTROL
 SB0600
 SB0600  NGVD 29 (??/??/92)  754.288  (m)         2474.69   (f) ADJ UNCH    2 0
 SB0600
 SB0600.Superseded values are not recommended for survey control.
 SB0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0600.See file dsdata.txt to determine how the superseded data were derived.
 SB0600
 SB0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT456029(NAD 83)
 SB0600_MARKER: DB = BENCH MARK DISK
 SB0600_SETTING: 66 = SET IN ROCK OUTCROP
 SB0600_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SB0600_STAMPING: A 294 1946
 SB0600_MARK LOGO: CGS   
 SB0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0600+STABILITY: POSITION/ELEVATION WELL
 SB0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0600+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1990
 SB0600
 SB0600  HISTORY     - Date     Condition        Report By
 SB0600  HISTORY     - 1946     MONUMENTED       CGS
 SB0600  HISTORY     - 1961     GOOD             NGS
 SB0600  HISTORY     - 19900919 GOOD             NGS
 SB0600
 SB0600                          STATION DESCRIPTION
 SB0600
 SB0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0600'26.1 MI NW FROM NACHES.
 SB0600'FROM THE INTERSECTION OF ALLAN STREET AND STATE HIGHWAY 410 AT NACHES
 SB0600'GO NORTHWEST ON STATE HIGHWAY 410 FOR 26.1 MILES TO A HIGH ROCK CLIFF
 SB0600'ON THE RIGHT, 34 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET
 SB0600'IN TOP OF A ROCK OUTCROP WHICH IS IN ABOUT THE CENTER OF THE ROCK
 SB0600'CLIFF, ABOUT 3 FEET HIGHER THAN THE SURFACE OF THE HIGHWAY.  A LARGE
 SB0600'BM WAS PAINTED NEAR THE BENCH MARK.
 SB0600
 SB0600                          STATION RECOVERY (1990)
 SB0600
 SB0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SB0600'THE STATION IS LOCATED ABOUT 41.8 KM (26.0 MI) NORTHWEST OF NACHES,
 SB0600'40.2 KM (25.0 MI) WEST OF ELLENSBURG, 32.2 KM (20.0 MI) SOUTH OF
 SB0600'EASTON, 32. KM (19.9 MI) NORTHWEST OF CLIFFDELL AND ON HIGHWAY
 SB0600'RIGHT-OF-WAY.
 SB0600'TO REACH FROM THE US FOREST SERVICE RANGER STATION IN NACHES, GO
 SB0600'NORTHWEST ON US HIGHWAY 12 FOR 7.24 KM (4.50 MI) TO THE JUNCTION OF
 SB0600'STATE ROUTE 410.  BEAR RIGHT AND GOP NORTHWEST ON STATE ROUTE 410 FOR
 SB0600'31.7 KM (19.7 MI) TO THE WHISTLEING JACKS RESTRUANT ON THE LEFT.
 SB0600'CONTINUE AHEAD ON STATE ROUTE 410 FOR 3.06 KM (1.90 MI) TO THE
 SB0600'STATION ON THE RIGHT.
 SB0600'THE MARK IS SET IN A DRILL HOLE IN A ROCK OUTCROP.  IT IS 11.0 M
 SB0600'(36.1 FT) NORTH OF THE CENTER OF STATE ROUTE 410 AND 0.9 M (3.0 FT)
 SB0600'HIGHER THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0583 ***********************************************************************
 SB0583  DESIGNATION -  A 295
 SB0583  PID         -  SB0583
 SB0583  STATE/COUNTY-  WA/YAKIMA
 SB0583  USGS QUAD   -  NILE (1987)
 SB0583
 SB0583                         *CURRENT SURVEY CONTROL
 SB0583  ___________________________________________________________________
 SB0583* NAD 83(1986)-  46 47 58.     (N)    120 54 05.     (W)     SCALED    
 SB0583* NAVD 88     -       574.283  (meters)    1884.13   (feet)  POSTED    
 SB0583  ___________________________________________________________________
 SB0583  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 SB0583  DYNAMIC HT  -         574.260 (meters)    1884.05  (feet)  COMP
 SB0583  MODELED GRAV-     980,555.6   (mgal)                       NAVD 88
 SB0583
 SB0583  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0583
 SB0583.The horizontal coordinates were scaled from a topographic map and have
 SB0583.an estimated accuracy of +/- 6 seconds.
 SB0583
 SB0583.The orthometric height was determined by differential leveling
 SB0583.and adjusted by the National Geodetic Survey in 1992..
 SB0583.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0583.rate of 1.1 thru 2.0 mm/km.
 SB0583
 SB0583.The geoid height was determined by GEOID03.
 SB0583
 SB0583.The dynamic height is computed by dividing the NAVD 88
 SB0583.geopotential number by the normal gravity value computed on the
 SB0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0583.degrees latitude (g = 980.6199 gals.).
 SB0583
 SB0583.The modeled gravity was interpolated from observed gravity values.
 SB0583
 SB0583;                    North         East    Units  Estimated Accuracy
 SB0583;SPC WA S     -   163,040.      469,360.      MT  (+/- 180 meters Scaled)
 SB0583
 SB0583                          SUPERSEDED SURVEY CONTROL
 SB0583
 SB0583  NGVD 29 (??/??/92)  573.140  (m)         1880.38   (f) ADJ UNCH    2 0
 SB0583
 SB0583.Superseded values are not recommended for survey control.
 SB0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0583.See file dsdata.txt to determine how the superseded data were derived.
 SB0583
 SB0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS601850(NAD 83)
 SB0583_MARKER: DB = BENCH MARK DISK
 SB0583_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0583_SP_SET: METAL PIPE IMBEDDED IN GROUND
 SB0583_STAMPING: A 295 1946
 SB0583_MARK LOGO: CGS   
 SB0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0583+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1990
 SB0583
 SB0583  HISTORY     - Date     Condition        Report By
 SB0583  HISTORY     - 1946     MONUMENTED       CGS
 SB0583  HISTORY     - 1961     GOOD             NGS
 SB0583  HISTORY     - 19900919 GOOD             NGS
 SB0583
 SB0583                          STATION DESCRIPTION
 SB0583
 SB0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0583'11.2 MI NW FROM NACHES.
 SB0583'FROM THE INTERSECTION OF ALLAN STREET AND STATE HWY 410 IN NACHES, GO
 SB0583'NORTHWEST ON STATE HIGHWAY 410 FOR 11.2 MILES, ABOUT 0.55 MILE
 SB0583'NORTHWEST OF THE ENTRANCE TO THE BUCKEYE RANCH, 35-FEET NORTHWEST OF
 SB0583'THE CENTER LINE OF THE HIGHWAY, 15-FEET NORTHWEST OF THE NORTH END OF
 SB0583'A PIPE CULVERT, 1-FOOT SOUTH OF A WIRE FENCE, 1-FOOT WEST OF A WITNESS
 SB0583'POST.
 SB0583
 SB0583                          STATION RECOVERY (1990)
 SB0583
 SB0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SB0583'THE STATION IS LOCATED ABOUT 33.8 KM (21.0 MI) SOUTH OF ELLENSBURG,
 SB0583'22.5 KM (14.0 MI) NORTHEAST OF RIMROCK, 19.3 KM (12.0 MI) SOUTHEAST
 SB0583'OF CLIFFDELL, 17.7 KM (11.0 MI) NORTHWEST OF NACHES AND ON HIGHWAY
 SB0583'RIGHT-OF-WAY.
 SB0583'TO REACH FROM THE US FOREST SERVICE RANGER STATION IN NACHES, GO
 SB0583'NORTHWEST ON US HIGHWAY 12 FOR 7.24 KM (4.50 MI) TO THE JUNCTION OF
 SB0583'STATE ROUTE 410.  BEAR RIGHT AND GO NORTHWEST ON STATE ROUTE 410 FOR
 SB0583'10.8 KM (6.7 MI) TO THE STATION ON THE RIGHT.
 SB0583'THE MARK IS WELDED TO THE TOP OF A 3 1/2 INCH IRON PIPE THAT PROJECTS
 SB0583'0.03 M (0.10 FT) ABOVE THE GROUND SURFACE.  IT IS 10.7 M (35.1 FT)
 SB0583'NORTH OF THE CENTER OF STATE ROUTE 410, 4.6 M (15.1 FT) NORTHWEST OF
 SB0583'THE NORTHWEST END OF A CULVERT AND 0.3 M (1.0 FT) WEST OF A WITNESS
 SB0583'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0089 ***********************************************************************
 SY0089  DESIGNATION -  A 297
 SY0089  PID         -  SY0089
 SY0089  STATE/COUNTY-  WA/SNOHOMISH
 SY0089  USGS QUAD   -  EDMONDS EAST (1981)
 SY0089
 SY0089                         *CURRENT SURVEY CONTROL
 SY0089  ___________________________________________________________________
 SY0089* NAD 83(1986)-  47 50 05.     (N)    122 18 10.     (W)     SCALED    
 SY0089* NAVD 88     -       121.077  (meters)     397.23   (feet)  ADJUSTED  
 SY0089  ___________________________________________________________________
 SY0089  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY0089  DYNAMIC HT  -         121.096 (meters)     397.30  (feet)  COMP
 SY0089  MODELED GRAV-     980,764.0   (mgal)                       NAVD 88
 SY0089
 SY0089  VERT ORDER  -  FIRST     CLASS II
 SY0089
 SY0089.The horizontal coordinates were scaled from a topographic map and have
 SY0089.an estimated accuracy of +/- 6 seconds.
 SY0089
 SY0089.The orthometric height was determined by differential leveling
 SY0089.and adjusted by the National Geodetic Survey in June 1991..
 SY0089
 SY0089.The geoid height was determined by GEOID03.
 SY0089
 SY0089.The dynamic height is computed by dividing the NAVD 88
 SY0089.geopotential number by the normal gravity value computed on the
 SY0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0089.degrees latitude (g = 980.6199 gals.).
 SY0089
 SY0089.The modeled gravity was interpolated from observed gravity values.
 SY0089
 SY0089;                    North         East    Units  Estimated Accuracy
 SY0089;SPC WA N     -    93,860.      390,000.      MT  (+/- 180 meters Scaled)
 SY0089
 SY0089                          SUPERSEDED SURVEY CONTROL
 SY0089
 SY0089  NGVD 29 (??/??/??)  119.967  (m)          393.59   (f) ADJUSTED    1 2
 SY0089
 SY0089.Superseded values are not recommended for survey control.
 SY0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0089.See file dsdata.txt to determine how the superseded data were derived.
 SY0089
 SY0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET521981(NAD 83)
 SY0089_MARKER: DB = BENCH MARK DISK
 SY0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0089_SP_SET: CULVERT
 SY0089_STAMPING: A 297 1947
 SY0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0089
 SY0089  HISTORY     - Date     Condition        Report By
 SY0089  HISTORY     - 1947     MONUMENTED       CGS
 SY0089  HISTORY     - 1969     GOOD             LOCSUR
 SY0089
 SY0089                          STATION DESCRIPTION
 SY0089
 SY0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0089'5.3 MI N FROM RICHMOND HIGHLANDS.
 SY0089'5.3 MILES NORTH ALONG U. S. HIGHWAY 99 FROM THE POST OFFICE AT
 SY0089'RICHMOND HIGHLANDS, 0.1 MILE SOUTH OF LEVELTON FEED AND IMPLEMENT
 SY0089'STORE, ABOUT 141 FEET NORTH OF THE INTERSECTION OF CENTER LINES OF THE
 SY0089'HIGHWAY AND WALNUT WAY, 29.5 FEET EAST OF THE CENTER LINE OF THE
 SY0089'HIGHWAY, AND SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A
 SY0089'5- BY 5-FOOT CONCRETE BOX CULVERT.
 SY0089
 SY0089                          STATION RECOVERY (1969)
 SY0089
 SY0089'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 SY0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0415 ***********************************************************************
 SY0415  DESIGNATION -  A 298
 SY0415  PID         -  SY0415
 SY0415  STATE/COUNTY-  WA/KING
 SY0415  USGS QUAD   -  
 SY0415
 SY0415                         *CURRENT SURVEY CONTROL
 SY0415  ___________________________________________________________________
 SY0415* NAD 83(1986)-  47 42 16.     (N)    122 16 40.     (W)     SCALED    
 SY0415* NAVD 88     -        41.703  (meters)     136.82   (feet)  ADJUSTED  
 SY0415  ___________________________________________________________________
 SY0415  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY0415  DYNAMIC HT  -          41.708 (meters)     136.84  (feet)  COMP
 SY0415  MODELED GRAV-     980,739.5   (mgal)                       NAVD 88
 SY0415
 SY0415  VERT ORDER  -  FIRST     CLASS II
 SY0415
 SY0415.The horizontal coordinates were scaled from a topographic map and have
 SY0415.an estimated accuracy of +/- 6 seconds.
 SY0415
 SY0415.The orthometric height was determined by differential leveling
 SY0415.and adjusted by the National Geodetic Survey in June 1991..
 SY0415
 SY0415.The geoid height was determined by GEOID03.
 SY0415
 SY0415.The dynamic height is computed by dividing the NAVD 88
 SY0415.geopotential number by the normal gravity value computed on the
 SY0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0415.degrees latitude (g = 980.6199 gals.).
 SY0415
 SY0415.The modeled gravity was interpolated from observed gravity values.
 SY0415
 SY0415;                    North         East    Units  Estimated Accuracy
 SY0415;SPC WA N     -    79,340.      391,600.      MT  (+/- 180 meters Scaled)
 SY0415
 SY0415                          SUPERSEDED SURVEY CONTROL
 SY0415
 SY0415  NGVD 29 (??/??/??)   40.610  (m)          133.23   (f) ADJUSTED    1 2
 SY0415
 SY0415.Superseded values are not recommended for survey control.
 SY0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0415.See file dsdata.txt to determine how the superseded data were derived.
 SY0415
 SY0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET541837(NAD 83)
 SY0415_MARKER: DD = SURVEY DISK
 SY0415_SETTING: 0 = UNSPECIFIED SETTING
 SY0415_STAMPING: A 298 1947
 SY0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0415
 SY0415  HISTORY     - Date     Condition        Report By
 SY0415  HISTORY     - 1947     MONUMENTED       WA-033
 SY0415  HISTORY     - 1965     GOOD             CGS
 SY0415  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SY0415  HISTORY     - 20010520 MARK NOT FOUND   USPSQD
 SY0415
 SY0415                          STATION DESCRIPTION
 SY0415
 SY0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0415'IN SEATTLE.
 SY0415'AT SEATTLE, ALONG SAND POINT WAY NE BETWEEN NE 106TH AND NE 105TH
 SY0415'STREETS, IN THE CENTER OF THE PAVEMENT OF SAND POINT WAY NE, 185 FEET
 SY0415'SOUTH OF THE INTERSECTION OF NE 106TH STREET, 17 FEET NORTH OF THE
 SY0415'CENTER OF THE JUNCTION OF NE 105TH STREET, 29 FEET NORTHEAST OF POWER
 SY0415'POLE 10501, AND FLUSH WITH THE SURFACE OF THE WAY.
 SY0415
 SY0415                          STATION RECOVERY (1984)
 SY0415
 SY0415'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY0415'MARK NOT FOUND.
 SY0415
 SY0415                          STATION RECOVERY (2001)
 SY0415
 SY0415'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0882 ***********************************************************************
 SA0882  DESIGNATION -  A 3
 SA0882  PID         -  SA0882
 SA0882  STATE/COUNTY-  WA/FRANKLIN
 SA0882  USGS QUAD   -  PASCO (1992)
 SA0882
 SA0882                         *CURRENT SURVEY CONTROL
 SA0882  ___________________________________________________________________
 SA0882* NAD 83(1986)-  46 13 56.     (N)    119 05 01.     (W)     SCALED    
 SA0882* NAVD 88     -       116.277  (meters)     381.49   (feet)  ADJUSTED  
 SA0882  ___________________________________________________________________
 SA0882  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SA0882  DYNAMIC HT  -         116.281 (meters)     381.50  (feet)  COMP
 SA0882  MODELED GRAV-     980,650.9   (mgal)                       NAVD 88
 SA0882
 SA0882  VERT ORDER  -  FIRST     CLASS II
 SA0882
 SA0882.The horizontal coordinates were scaled from a topographic map and have
 SA0882.an estimated accuracy of +/- 6 seconds.
 SA0882
 SA0882.The orthometric height was determined by differential leveling
 SA0882.and adjusted by the National Geodetic Survey in June 1991..
 SA0882.WARNING-Repeat measurements at this control monument indicate possible
 SA0882.vertical movement.
 SA0882
 SA0882.The geoid height was determined by GEOID03.
 SA0882
 SA0882.The dynamic height is computed by dividing the NAVD 88
 SA0882.geopotential number by the normal gravity value computed on the
 SA0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0882.degrees latitude (g = 980.6199 gals.).
 SA0882
 SA0882.The modeled gravity was interpolated from observed gravity values.
 SA0882
 SA0882;                    North         East    Units  Estimated Accuracy
 SA0882;SPC WA S     -   100,890.      609,250.      MT  (+/- 180 meters Scaled)
 SA0882
 SA0882                          SUPERSEDED SURVEY CONTROL
 SA0882
 SA0882  NGVD 29 (??/??/92)  115.251  (m)          378.12   (f) ADJ UNCH    1 2
 SA0882
 SA0882.Superseded values are not recommended for survey control.
 SA0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0882.See file dsdata.txt to determine how the superseded data were derived.
 SA0882
 SA0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM393219(NAD 83)
 SA0882_MARKER: Q = CHISELED SQUARE
 SA0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0882_MARK LOGO: NONE  
 SA0882_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0882+STABILITY: SURFACE MOTION
 SA0882
 SA0882  HISTORY     - Date     Condition        Report By
 SA0882  HISTORY     - UNK      MONUMENTED       CGS
 SA0882  HISTORY     - 1963     GOOD             NGS
 SA0882  HISTORY     - 1981     GOOD             NGS
 SA0882  HISTORY     - 19901030 MARK NOT FOUND   USPSQD
 SA0882  HISTORY     - 19920911 GOOD             CHANCE
 SA0882
 SA0882                          STATION DESCRIPTION
 SA0882
 SA0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SA0882'IN PASCO.
 SA0882'IT IS 54.9 FEET EAST OF THE SOUTH CORNER OF
 SA0882'THE GUARDRAIL, 28.8 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE
 SA0882'GUARDRAIL ALONG THE SOUTHEAST SIDE OF LEWIS STREET, 18.3 FEET EAST OF
 SA0882'THE SOUTH CORNER OF THE SIDEWALK, AND 3.7 FEET SOUTHEAST OF THE
 SA0882'SOUTHEAST EDGE OF THE SIDEWALK.  A METAL WITNESS POST WAS SET 6 INCHES
 SA0882'NORTHEAST OF THE MARK.  MARK IS 6 INCHES UNDERGROUND.  NOTE-- (THE
 SA0882'GATE, FENCE, HOUSE AND WITNESS POST ARE GONE, LEAVING THE MARK IN A
 SA0882'VACANT LOT.)
 SA0882
 SA0882                          STATION RECOVERY (1981)
 SA0882
 SA0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0882'RECOVERED IN GOOD CONDITION.
 SA0882
 SA0882                          STATION RECOVERY (1990)
 SA0882
 SA0882'RECOVERY NOTE BY US POWER SQUADRON 1990 (WPK)
 SA0882'MARK NOT FOUND.
 SA0882
 SA0882                          STATION RECOVERY (1992)
 SA0882
 SA0882'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (MRM)
 SA0882'RECOVERED AS DESCRIBED, EXCEPT, A NEW WITNESS POST WAS SET, 3.2 FT
 SA0882'(0.98 M) SOUTH OF CARSONITE WITNESS POST AND 3.7 FT (1.13 M) SOUTH OF
 SA0882'OF AN 8 FT (2.44 M) TALL CHAIN LINK FENCE, MARK RECESSED 0.3 FT.
 SA0882'STATION MARKER IS A CHISELED SQUARE IN A STONE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0485 ***********************************************************************
 SW0485  DESIGNATION -  A 3
 SW0485  PID         -  SW0485
 SW0485  STATE/COUNTY-  WA/GRANT
 SW0485  USGS QUAD   -  ELECTRIC CITY (1968)
 SW0485
 SW0485                         *CURRENT SURVEY CONTROL
 SW0485  ___________________________________________________________________
 SW0485* NAD 83(1986)-  47 55 53.     (N)    119 02 16.     (W)     SCALED    
 SW0485* NAVD 88     -       505.75   (+/-2cm)    1659.3    (feet)  VERTCON   
 SW0485  ___________________________________________________________________
 SW0485  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 SW0485
 SW0485  VERT ORDER  -  ? (See Below)
 SW0485
 SW0485.The horizontal coordinates were scaled from a topographic map and have
 SW0485.an estimated accuracy of +/- 6 seconds.
 SW0485
 SW0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0485.The vertical order pertains to the NGVD 29 superseded value.
 SW0485
 SW0485.The geoid height was determined by GEOID03.
 SW0485
 SW0485;                    North         East    Units  Estimated Accuracy
 SW0485;SPC WA S     -   289,820.      609,280.      MT  (+/- 180 meters Scaled)
 SW0485
 SW0485                          SUPERSEDED SURVEY CONTROL
 SW0485
 SW0485  NGVD 29 (??/??/92)  504.553  (m)         1655.35   (f) ADJ UNCH    ?  
 SW0485
 SW0485.Superseded values are not recommended for survey control.
 SW0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0485.See file dsdata.txt to determine how the superseded data were derived.
 SW0485
 SW0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP477106(NAD 83)
 SW0485_MARKER: DD = SURVEY DISK
 SW0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0485_STAMPING: A 3 1940
 SW0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0485+STABILITY: SURFACE MOTION
 SW0485
 SW0485  HISTORY     - Date     Condition        Report By
 SW0485  HISTORY     - 1940     MONUMENTED       BOR
 SW0485  HISTORY     - 1966     GOOD             NGS
 SW0485
 SW0485                          STATION DESCRIPTION
 SW0485
 SW0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0485'IN ELECTRIC CITY.
 SW0485'THE MARK IS 1 BLOCK SOUTHEAST OF THE POST OFFICE IN ELECTRIC CITY, 1
 SW0485'BLOCK SOUTHEAST OF STATE HIGHWAY 155, 21 YARDS SOUTHWEST OF THE
 SW0485'WESTERN CORNER OF THE FIRST BAPTIST CHURCH, 28 FEET SOUTHEAST OF THE
 SW0485'CENTER OF GRAND AVENUE, 19 FEET NORTHEAST OF THE CENTER OF STEVENS
 SW0485'AVENUE, 6 FEET SOUTH OF A WOODEN LIGHT POLE AND 6 FEET WEST OF THE
 SW0485'WEST CORNER OF MR. H. W. LINDORS YARD FENCE CORNER.  THE MARK IS A
 SW0485'BUREAU OF RECLAMATION B. M. DISK SET IN A CONCRETE POST WHICH PROJECTS
 SW0485'4 INCHES.  NOTE-- THE CORNERS OF THE CONCRETE POST ARE CHIPPED, BUT
 SW0485'THE MARK REMAINS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0422 ***********************************************************************
 TR0422  DESIGNATION -  A 3
 TR0422  PID         -  TR0422
 TR0422  STATE/COUNTY-  WA/ISLAND
 TR0422  USGS QUAD   -  OAK HARBOR (1973)
 TR0422
 TR0422                         *CURRENT SURVEY CONTROL
 TR0422  ___________________________________________________________________
 TR0422* NAD 83(1991)-  48 19 21.73641(N)    122 37 45.27014(W)     ADJUSTED  
 TR0422* NAVD 88     -        61.077  (meters)     200.38   (feet)  ADJUSTED  
 TR0422  ___________________________________________________________________
 TR0422  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 TR0422  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 TR0422  DYNAMIC HT  -          61.092 (meters)     200.43  (feet)  COMP
 TR0422  MODELED GRAV-     980,854.3   (mgal)                       NAVD 88
 TR0422
 TR0422  HORZ ORDER  -  THIRD
 TR0422  VERT ORDER  -  FIRST     CLASS II
 TR0422
 TR0422.The horizontal coordinates were established by classical geodetic methods
 TR0422.and adjusted by the National Geodetic Survey in December 1991..
 TR0422
 TR0422.The orthometric height was determined by differential leveling
 TR0422.and adjusted by the National Geodetic Survey in June 1991..
 TR0422
 TR0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0422
 TR0422.The geoid height was determined by GEOID03.
 TR0422
 TR0422.The dynamic height is computed by dividing the NAVD 88
 TR0422.geopotential number by the normal gravity value computed on the
 TR0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0422.degrees latitude (g = 980.6199 gals.).
 TR0422
 TR0422.The modeled gravity was interpolated from observed gravity values.
 TR0422
 TR0422;                    North         East     Units Scale Factor Converg.
 TR0422;SPC WA N     -   148,616.462   366,836.579   MT  0.99994863   -1 20 13.5
 TR0422;SPC WA N     -   487,585.84  1,203,529.68   sFT  0.99994863   -1 20 13.5
 TR0422;UTM  10      - 5,352,234.925   527,483.958   MT  0.99960928   +0 16 36.9
 TR0422
 TR0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0422!SPC WA N     -   0.99999392  x   0.99994863  =   0.99994255
 TR0422!UTM  10      -   0.99999392  x   0.99960928  =   0.99960320
 TR0422
 TR0422|---------------------------------------------------------------------|
 TR0422| PID    Reference Object                     Distance      Geod. Az  |
 TR0422|                                                           dddmmss.s |
 TR0422| TR1321 A 4 TP 1952                         338.220 METERS 00927     |
 TR0422|---------------------------------------------------------------------|
 TR0422
 TR0422                          SUPERSEDED SURVEY CONTROL
 TR0422
 TR0422  NAD 83(1986)-  48 19 21.73912(N)    122 37 45.27500(W) AD(       ) 3
 TR0422  NAD 27      -  48 19 22.37800(N)    122 37 40.66000(W) AD(       ) 3
 TR0422  NGVD 29 (??/??/92)   59.929  (m)          196.62   (f) ADJ UNCH    1 2
 TR0422
 TR0422.Superseded values are not recommended for survey control.
 TR0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0422.See file dsdata.txt to determine how the superseded data were derived.
 TR0422
 TR0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2748452235(NAD 83)
 TR0422_MARKER: DE = TRAVERSE STATION DISK
 TR0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0422_STAMPING: A 3 1952
 TR0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0422+STABILITY: SURFACE MOTION
 TR0422
 TR0422  HISTORY     - Date     Condition        Report By
 TR0422  HISTORY     - 1952     MONUMENTED       CGS
 TR0422  HISTORY     - 1952     GOOD             CGS
 TR0422  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR0422  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0422  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0422
 TR0422                          STATION DESCRIPTION
 TR0422
 TR0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0422'STATION IS ON W. SIDE OF ROAD AND AT APPROXIMATE CENTER ON TOP OF
 TR0422'4-FT. HIGH CUT.  0.9 MI. N. ALONG TORPEDO ROAD FROM TORPEDO GATE
 TR0422'IN N. BOUNDARY OF WHIDBEY ISLAND NAS SEAPLANE BASE.
 TR0422'
 TR0422'THE MARK IS A STANDARD BRONZE DISK, STAMPED A-3, 1952, SET IN A
 TR0422'CONCRETE MONUMENT 0.6 FT. BELOW SURFACE AND ABOUT 3 FT. ABOVE
 TR0422'ROAD, WHICH IS 117.0 FT. S. W. OF AND ACROSS THE ROAD FROM A POWER
 TR0422'LINE POLE 12-14, 65.5 FT. N. OF A TELEPHONE POLE AND 39.0
 TR0422'FT. W. OF CENTERLINE OF ROAD.
 TR0422
 TR0422                          STATION RECOVERY (1952)
 TR0422
 TR0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0422'3.4 MI NE FROM OAK HARBOR.
 TR0422'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0422'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0422'THENCE 0.9 MILE NORTHEAST ALONG MIDWAY BLVD., THENCE 1.9 MILES NORTH
 TR0422'ALONG TORPEDO ROAD, IN THE APPROXIMATE CENTER AND ON THE TOP OF A
 TR0422'6-FOOT-HIGH CUT BANK, 117 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 TR0422'POWER LINE POLE NO. W I 16-4, 65 1/2 FEET NORTH OF A TELEPHONE POLE,
 TR0422'39 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTH OF A
 TR0422'WITNESS POST, ABOUT 5 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 TR0422'A CONCRETE POST 0.7 FOOT BELOW THE SURFACE OF THE GROUND.
 TR0422
 TR0422                          STATION RECOVERY (1958)
 TR0422
 TR0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNH)
 TR0422'FOUND LOCATION, MONUMENT PRESUMED DESTROYED BY ROAD CONSTRUCTION.
 TR0422'
 TR0422'WITNESS POST TORN OUT AND LAYING ALONG BANK.
 TR0422
 TR0422                          STATION RECOVERY (1960)
 TR0422
 TR0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0422'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR0422'MARK IS A STANDARD DISK STAMPED A 3 1952 SET IN TOP OF AN 8
 TR0422'INCH SQUARE CONCRETE POST WHICH IS 39 FEET WEST OF THE CENTER OF
 TR0422'STATE HIGHWAY 1 D, 2.5 FEET NORTH OF A TELEPHONE POLE, 1.2 FEET
 TR0422'EAST OF AN OLD WITNESS POST AND 8 INCHES BELOW THE SURFACE OF THE
 TR0422'GROUND ON TOP OF A SLIGHT CUT IN THE ROAD, 3 FEET ABOVE THE ROAD
 TR0422'SURFACE AND 0.9 MILE NORTH ALONG TORPEDO ROAD FROM THE GATE AT
 TR0422'THE NORTH END OF AULT FIELD.
 TR0422
 TR0422                          STATION RECOVERY (1973)
 TR0422
 TR0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0486 ***********************************************************************
 SW0486  DESIGNATION -  A 3 1
 SW0486  PID         -  SW0486
 SW0486  STATE/COUNTY-  WA/GRANT
 SW0486  USGS QUAD   -  ELECTRIC CITY (1968)
 SW0486
 SW0486                         *CURRENT SURVEY CONTROL
 SW0486  ___________________________________________________________________
 SW0486* NAD 83(1986)-  47 55 09.     (N)    119 03 13.     (W)     SCALED    
 SW0486* NAVD 88     -       477.48   (+/-2cm)    1566.5    (feet)  VERTCON   
 SW0486  ___________________________________________________________________
 SW0486  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 SW0486
 SW0486  VERT ORDER  -  ? (See Below)
 SW0486
 SW0486.The horizontal coordinates were scaled from a topographic map and have
 SW0486.an estimated accuracy of +/- 6 seconds.
 SW0486
 SW0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0486.The vertical order pertains to the NGVD 29 superseded value.
 SW0486
 SW0486.The geoid height was determined by GEOID03.
 SW0486
 SW0486;                    North         East    Units  Estimated Accuracy
 SW0486;SPC WA S     -   288,440.      608,120.      MT  (+/- 180 meters Scaled)
 SW0486
 SW0486                          SUPERSEDED SURVEY CONTROL
 SW0486
 SW0486  NGVD 29 (??/??/92)  476.289  (m)         1562.62   (f) ADJ UNCH    ?  
 SW0486
 SW0486.Superseded values are not recommended for survey control.
 SW0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0486.See file dsdata.txt to determine how the superseded data were derived.
 SW0486
 SW0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP465093(NAD 83)
 SW0486_MARKER: S = SPIKE
 SW0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0486_SP_SET: POLE
 SW0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0486
 SW0486  HISTORY     - Date     Condition        Report By
 SW0486  HISTORY     - UNK      MONUMENTED       BOR
 SW0486  HISTORY     - 1940     GOOD             BOR
 SW0486  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0486
 SW0486                          STATION DESCRIPTION
 SW0486
 SW0486'DESCRIBED BY US BUREAU OF RECLAMATION 1940
 SW0486'IN OSBORNE.
 SW0486'AT OSBORNE, AT THE SOUTH END OF TOWN, ON THE EAST SIDE OF THE HIGHWAY,
 SW0486'AND SOUTH SIDE OF THE SIDE ROAD.  RAILROAD SPIKE IN LIGHT POLE,
 SW0486'PAINTED ON POLE A3-1.  NOTE-- AREA IS UNDER WATER IN BANK LAKE.
 SW0486
 SW0486                          STATION RECOVERY (1966)
 SW0486
 SW0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1389 ***********************************************************************
 TR1389  DESIGNATION -  A 3 RESET 1973
 TR1389  PID         -  TR1389
 TR1389  STATE/COUNTY-  WA/ISLAND
 TR1389  USGS QUAD   -  OAK HARBOR (1973)
 TR1389
 TR1389                         *CURRENT SURVEY CONTROL
 TR1389  ___________________________________________________________________
 TR1389* NAD 83(1991)-  48 19 21.80569(N)    122 37 45.33016(W)     ADJUSTED  
 TR1389* NAVD 88     -        61.1    (meters)     200.     (feet)  VERTCON   
 TR1389  ___________________________________________________________________
 TR1389  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 TR1389  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 TR1389
 TR1389  HORZ ORDER  -  THIRD
 TR1389
 TR1389.The horizontal coordinates were established by classical geodetic methods
 TR1389.and adjusted by the National Geodetic Survey in December 1991..
 TR1389.No horizontal observational check was made to the station.
 TR1389
 TR1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1389
 TR1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1389
 TR1389.The geoid height was determined by GEOID03.
 TR1389
 TR1389;                    North         East     Units Scale Factor Converg.
 TR1389;SPC WA N     -   148,618.630   366,835.393   MT  0.99994863   -1 20 13.6
 TR1389;SPC WA N     -   487,592.96  1,203,525.79   sFT  0.99994863   -1 20 13.6
 TR1389;UTM  10      - 5,352,237.058   527,482.712   MT  0.99960928   +0 16 36.9
 TR1389
 TR1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1389!SPC WA N     -   0.99999391  x   0.99994863  =   0.99994254
 TR1389!UTM  10      -   0.99999391  x   0.99960928  =   0.99960319
 TR1389
 TR1389|---------------------------------------------------------------------|
 TR1389| PID    Reference Object                     Distance      Geod. Az  |
 TR1389|                                                           dddmmss.s |
 TR1389| TR0421 A 4                                 336.999 METERS 01151     |
 TR1389|---------------------------------------------------------------------|
 TR1389
 TR1389                          SUPERSEDED SURVEY CONTROL
 TR1389
 TR1389  NAD 83(1986)-  48 19 21.80827(N)    122 37 45.33505(W) AD(       ) 3
 TR1389  NAD 27      -  48 19 22.44697(N)    122 37 40.71993(W) AD(       ) 3
 TR1389  NGVD 29 (07/19/86)   60.0    (m)          197.     (f) VERT ANG       
 TR1389
 TR1389.Superseded values are not recommended for survey control.
 TR1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1389.See file dsdata.txt to determine how the superseded data were derived.
 TR1389
 TR1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2748352237(NAD 83)
 TR1389_MARKER: DS = TRIANGULATION STATION DISK
 TR1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1389+STABILITY: SURFACE MOTION
 TR1389
 TR1389  HISTORY     - Date     Condition        Report By
 TR1389  HISTORY     - 1973     MONUMENTED       NGS
 TR1389  HISTORY     - 1979     GOOD             NGS
 TR1389  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR1389
 TR1389                          STATION DESCRIPTION
 TR1389
 TR1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TR1389'DISTANCES GIVEN ARE SEA LEVEL.
 TR1389'
 TR1389'THE STATION WAS ESTABLISHED TO REPLACE A-3 1952 WHICH HAS BEEN
 TR1389'DESTROYED, AND TO PROVIDE CONTROL FOR THE RE-ESTABLISHMENT OF A-4
 TR1389'WHICH WILL BE DESTROYED.
 TR1389'
 TR1389'THE STATION IS ON WHIDBEY ISLAND, 2.45 MILES NORTH OF OAK HARBOR,
 TR1389'0.25 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAY 20 AND FAKKEMA
 TR1389'ROAD, ACROSS THE ROAD FROM A MOBILE HOME SALES LOT AND IN THE
 TR1389'NORTHWEST QUARTER OF SECTION 25, T 33 N, R 1 E.
 TR1389'
 TR1389'TO REACH FROM THE POST OFFICE IN OAK HARBOR, GO EAST ON PIONEER
 TR1389'WAY FOR 0.8 MILE, TURN LEFT AND GO NORTH ON 70 NE STREET (WHICH
 TR1389'BECOMES AUVIL ROAD), FOR 2.1 MILES TO STATE HIGHWAY 20.  CONTINUE
 TR1389'NORTH ON STATE HIGHWAY 20 FOR 0.35 MILE TO THE MARK ON THE LEFT,
 TR1389'ON A BANK ABOUT 5 FEET HIGHER THAN THE ROAD, 44 FEET WEST OF THE
 TR1389'CENTER OF THE ROAD, 3 FEET EAST OF THE NAVY PROPERTY BOUNDARY FENCE
 TR1389'AND 2 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A NATIONAL
 TR1389'GEODETIC SURVEY HORIZONTAL CONTROL DISK, STAMPED A-3 RESET 1973,
 TR1389'SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 TR1389
 TR1389                          STATION RECOVERY (1979)
 TR1389
 TR1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR1389'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR1389
 TR1389                          STATION RECOVERY (1988)
 TR1389
 TR1389'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR1389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0181 ***********************************************************************
 TP0181  DESIGNATION -  A 30
 TP0181  PID         -  TP0181
 TP0181  STATE/COUNTY-  WA/OKANOGAN
 TP0181  USGS QUAD   -  NESPELEM (1993)
 TP0181
 TP0181                         *CURRENT SURVEY CONTROL
 TP0181  ___________________________________________________________________
 TP0181* NAD 83(1986)-  48 10 27.     (N)    118 56 56.     (W)     SCALED    
 TP0181* NAVD 88     -       667.769  (meters)    2190.84   (feet)  ADJUSTED  
 TP0181  ___________________________________________________________________
 TP0181  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 TP0181  DYNAMIC HT  -         667.818 (meters)    2191.00  (feet)  COMP
 TP0181  MODELED GRAV-     980,663.2   (mgal)                       NAVD 88
 TP0181
 TP0181  VERT ORDER  -  FIRST     CLASS II
 TP0181
 TP0181.The horizontal coordinates were scaled from a topographic map and have
 TP0181.an estimated accuracy of +/- 6 seconds.
 TP0181
 TP0181.The orthometric height was determined by differential leveling
 TP0181.and adjusted by the National Geodetic Survey in June 1991..
 TP0181
 TP0181.The geoid height was determined by GEOID03.
 TP0181
 TP0181.The dynamic height is computed by dividing the NAVD 88
 TP0181.geopotential number by the normal gravity value computed on the
 TP0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0181.degrees latitude (g = 980.6199 gals.).
 TP0181
 TP0181.The modeled gravity was interpolated from observed gravity values.
 TP0181
 TP0181;                    North         East    Units  Estimated Accuracy
 TP0181;SPC WA N     -   132,260.      640,130.      MT  (+/- 180 meters Scaled)
 TP0181
 TP0181                          SUPERSEDED SURVEY CONTROL
 TP0181
 TP0181  NGVD 29 (??/??/92)  666.507  (m)         2186.70   (f) ADJ UNCH    1 2
 TP0181
 TP0181.Superseded values are not recommended for survey control.
 TP0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0181.See file dsdata.txt to determine how the superseded data were derived.
 TP0181
 TP0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP551374(NAD 83)
 TP0181_MARKER: DB = BENCH MARK DISK
 TP0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0181+STABILITY: SURFACE MOTION
 TP0181
 TP0181  HISTORY     - Date     Condition        Report By
 TP0181  HISTORY     - UNK      MONUMENTED       CGS
 TP0181  HISTORY     - 1933     GOOD             NGS
 TP0181  HISTORY     - 1950     MARK NOT FOUND   USGS
 TP0181  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 TP0181
 TP0181                          STATION DESCRIPTION
 TP0181
 TP0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TP0181'1.6 MI E FROM NESPELEM.
 TP0181'30 FEET SOUTHEAST OF CENTER LINE OF NESPELEM-KELLER ROAD.  ABOUT THE
 TP0181'CENTER OF U CURVE IN THE ROAD.  3 FEET ABOVE THE ROAD LEVEL.  NOTE--
 TP0181'BM IS UNDER REVISED GRADE OF THE NESPELEM-KELLER ROAD.
 TP0181
 TP0181                          STATION RECOVERY (1950)
 TP0181
 TP0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 TP0181'MARK NOT FOUND.
 TP0181
 TP0181                          STATION RECOVERY (1985)
 TP0181
 TP0181'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 TP0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0570 ***********************************************************************
 SX0570  DESIGNATION -  A 300
 SX0570  PID         -  SX0570
 SX0570  STATE/COUNTY-  WA/CHELAN
 SX0570  USGS QUAD   -  TIPTOP (1989)
 SX0570
 SX0570                         *CURRENT SURVEY CONTROL
 SX0570  ___________________________________________________________________
 SX0570* NAD 83(1986)-  47 25 34.     (N)    120 30 29.     (W)     SCALED    
 SX0570* NAVD 88     -       444.264  (meters)    1457.56   (feet)  ADJUSTED  
 SX0570  ___________________________________________________________________
 SX0570  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 SX0570  DYNAMIC HT  -         444.259 (meters)    1457.54  (feet)  COMP
 SX0570  MODELED GRAV-     980,589.9   (mgal)                       NAVD 88
 SX0570
 SX0570  VERT ORDER  -  SECOND    CLASS 0
 SX0570
 SX0570.The horizontal coordinates were scaled from a topographic map and have
 SX0570.an estimated accuracy of +/- 6 seconds.
 SX0570
 SX0570.The orthometric height was determined by differential leveling
 SX0570.and adjusted by the National Geodetic Survey in June 1991..
 SX0570
 SX0570.The geoid height was determined by GEOID03.
 SX0570
 SX0570.The dynamic height is computed by dividing the NAVD 88
 SX0570.geopotential number by the normal gravity value computed on the
 SX0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0570.degrees latitude (g = 980.6199 gals.).
 SX0570
 SX0570.The modeled gravity was interpolated from observed gravity values.
 SX0570
 SX0570;                    North         East    Units  Estimated Accuracy
 SX0570;SPC WA N     -    47,430.      524,540.      MT  (+/- 180 meters Scaled)
 SX0570
 SX0570                          SUPERSEDED SURVEY CONTROL
 SX0570
 SX0570  NGVD 29 (??/??/92)  443.089  (m)         1453.70   (f) ADJ UNCH    2 0
 SX0570
 SX0570.Superseded values are not recommended for survey control.
 SX0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0570.See file dsdata.txt to determine how the superseded data were derived.
 SX0570
 SX0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT879555(NAD 83)
 SX0570_MARKER: DB = BENCH MARK DISK
 SX0570_SETTING: 80 = SET IN A BOULDER
 SX0570_STAMPING: A 300 1947
 SX0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0570+STABILITY: SURFACE MOTION
 SX0570
 SX0570  HISTORY     - Date     Condition        Report By
 SX0570  HISTORY     - 1947     MONUMENTED       CGS
 SX0570  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0570
 SX0570                          STATION DESCRIPTION
 SX0570
 SX0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0570'7.7 MI SE FROM CASHMERE.
 SX0570'7.7 MILES SOUTHEAST ALONG MISSION CREEK ROAD FROM THE FRANCES WILLARD
 SX0570'HIGH SCHOOL AT CASHMERE, 0.4 MILE SOUTHEAST OF THE JUNCTION OF MISSION
 SX0570'CREEK ROAD AND SAND CREEK ROAD, 65 FEET WEST OF THE CENTER OF THE
 SX0570'SOUTHWEST END OF A SMALL WOODEN BRIDGE OVER MISSION CREEK, 24 FEET
 SX0570'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A
 SX0570'LARGE BOULDER ABOUT 5 FEET ABOVE THE ROAD.
 SX0570
 SX0570                          STATION RECOVERY (1982)
 SX0570
 SX0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0570'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0303 ***********************************************************************
 SX0303  DESIGNATION -  A 301
 SX0303  PID         -  SX0303
 SX0303  STATE/COUNTY-  WA/CHELAN
 SX0303  USGS QUAD   -  WENATCHEE HEIGHTS (1987)
 SX0303
 SX0303                         *CURRENT SURVEY CONTROL
 SX0303  ___________________________________________________________________
 SX0303* NAD 83(1986)-  47 18 14.     (N)    120 18 53.     (W)     SCALED    
 SX0303* NAVD 88     -       898.301  (meters)    2947.18   (feet)  ADJUSTED  
 SX0303  ___________________________________________________________________
 SX0303  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 SX0303  DYNAMIC HT  -         898.277 (meters)    2947.10  (feet)  COMP
 SX0303  MODELED GRAV-     980,556.4   (mgal)                       NAVD 88
 SX0303
 SX0303  VERT ORDER  -  SECOND    CLASS 0
 SX0303
 SX0303.The horizontal coordinates were scaled from a topographic map and have
 SX0303.an estimated accuracy of +/- 6 seconds.
 SX0303
 SX0303.The orthometric height was determined by differential leveling
 SX0303.and adjusted by the National Geodetic Survey in June 1991..
 SX0303
 SX0303.The geoid height was determined by GEOID03.
 SX0303
 SX0303.The dynamic height is computed by dividing the NAVD 88
 SX0303.geopotential number by the normal gravity value computed on the
 SX0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0303.degrees latitude (g = 980.6199 gals.).
 SX0303
 SX0303.The modeled gravity was interpolated from observed gravity values.
 SX0303
 SX0303;                    North         East    Units  Estimated Accuracy
 SX0303;SPC WA N     -    33,920.      539,220.      MT  (+/- 180 meters Scaled)
 SX0303
 SX0303                          SUPERSEDED SURVEY CONTROL
 SX0303
 SX0303  NGVD 29 (??/??/92)  897.136  (m)         2943.35   (f) ADJ UNCH    2 0
 SX0303
 SX0303.Superseded values are not recommended for survey control.
 SX0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0303.See file dsdata.txt to determine how the superseded data were derived.
 SX0303
 SX0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT029424(NAD 83)
 SX0303_MARKER: DB = BENCH MARK DISK
 SX0303_SETTING: 66 = SET IN ROCK OUTCROP
 SX0303_SP_SET: ROCK LEDGE
 SX0303_STAMPING: A 301 1947
 SX0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0303+STABILITY: POSITION/ELEVATION WELL
 SX0303
 SX0303  HISTORY     - Date     Condition        Report By
 SX0303  HISTORY     - 1947     MONUMENTED       CGS
 SX0303  HISTORY     - 1964     MARK NOT FOUND   DOD
 SX0303
 SX0303                          STATION DESCRIPTION
 SX0303
 SX0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0303'10.1 MI SE FROM SOUTH WENATCHEE.
 SX0303'0.5 MILE WEST ALONG TERMINAL AVENUE FROM THE SOUTH WENATCHEE SCHOOL AT
 SX0303'SOUTH WENATCHEE, THENCE 3.8 MILES SOUTHWEST ALONG SQUILLCHUCK ROAD,
 SX0303'THENCE 5.8 MILES SOUTHEAST ALONG STEMILT LOOP ROAD, 0.15 MILE
 SX0303'NORTHWEST OF A DIRT ROAD LEADING SOUTH, AT THE NORTHWEST END OF A
 SX0303'CURVE, 45 FEET EAST OF THE CENTER LINE OF THE ROAD, 42 FEET SOUTHEAST
 SX0303'OF THE CENTER OF THE EAST END OF A 12-INCH TILE CULVERT, AND SET IN
 SX0303'THE WEST END OF A ROCK LEDGE ABOUT 8 INCHES ABOVE THE GROUND.
 SX0303
 SX0303                          STATION RECOVERY (1964)
 SX0303
 SX0303'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1964
 SX0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0235 ***********************************************************************
 SB0235  DESIGNATION -  A 302
 SB0235  PID         -  SB0235
 SB0235  STATE/COUNTY-  WA/KITTITAS
 SB0235  USGS QUAD   -  BOYLSTON (1953)
 SB0235
 SB0235                         *CURRENT SURVEY CONTROL
 SB0235  ___________________________________________________________________
 SB0235* NAD 83(1986)-  46 58 30.     (N)    120 13 56.     (W)     SCALED    
 SB0235* NAVD 88     -       727.465  (meters)    2386.69   (feet)  ADJUSTED  
 SB0235  ___________________________________________________________________
 SB0235  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SB0235  DYNAMIC HT  -         727.446 (meters)    2386.63  (feet)  COMP
 SB0235  MODELED GRAV-     980,563.6   (mgal)                       NAVD 88
 SB0235
 SB0235  VERT ORDER  -  SECOND    CLASS 0
 SB0235
 SB0235.The horizontal coordinates were scaled from a topographic map and have
 SB0235.an estimated accuracy of +/- 6 seconds.
 SB0235
 SB0235.The orthometric height was determined by differential leveling
 SB0235.and adjusted by the National Geodetic Survey in June 1991..
 SB0235
 SB0235.The geoid height was determined by GEOID03.
 SB0235
 SB0235.The dynamic height is computed by dividing the NAVD 88
 SB0235.geopotential number by the normal gravity value computed on the
 SB0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0235.degrees latitude (g = 980.6199 gals.).
 SB0235
 SB0235.The modeled gravity was interpolated from observed gravity values.
 SB0235
 SB0235;                    North         East    Units  Estimated Accuracy
 SB0235;SPC WA S     -   182,510.      520,370.      MT  (+/- 180 meters Scaled)
 SB0235
 SB0235                          SUPERSEDED SURVEY CONTROL
 SB0235
 SB0235  NGVD 29 (??/??/92)  726.327  (m)         2382.96   (f) ADJ UNCH    2 0
 SB0235
 SB0235.Superseded values are not recommended for survey control.
 SB0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0235.See file dsdata.txt to determine how the superseded data were derived.
 SB0235
 SB0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT105061(NAD 83)
 SB0235_MARKER: DB = BENCH MARK DISK
 SB0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0235_STAMPING: A 302 1947
 SB0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0235+STABILITY: SURFACE MOTION
 SB0235
 SB0235  HISTORY     - Date     Condition        Report By
 SB0235  HISTORY     - 1947     MONUMENTED       CGS
 SB0235  HISTORY     - 1957     GOOD             DOD
 SB0235
 SB0235                          STATION DESCRIPTION
 SB0235
 SB0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SB0235'8.2 MI E FROM EAST KITTITAS.
 SB0235'4.1 MILES EAST ALONG KITTITAS ROAD FROM THE CHICAGO, MILWAUKEE, ST.
 SB0235'PAUL AND PACIFIC RAILROAD STATION AT EAST KITTITAS, THENCE 1.6 MILES
 SB0235'EAST ALONG BENTLEY ROAD, THENCE 2.5 MILES EAST ALONG THE OLD HIGHWAY,
 SB0235'155 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 230 FEET SOUTH
 SB0235'OF THE CENTER LINE OF U.S. HIGHWAY 10, 42 FEET NORTH OF A TRACK ROAD
 SB0235'LEADING NORTH, 6.5 FEET WEST OF A POWER LINE POLE, AND SET IN THE TOP
 SB0235'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  WITNESS POST
 SB0235'SET 2.6 FEET WEST OF THE MARK.
 SB0235
 SB0235                          STATION RECOVERY (1957)
 SB0235
 SB0235'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 SB0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0808 ***********************************************************************
 SW0808  DESIGNATION -  A 302
 SW0808  PID         -  SW0808
 SW0808  STATE/COUNTY-  WA/GRANT
 SW0808  USGS QUAD   -  WHEELER (1956)
 SW0808
 SW0808                         *CURRENT SURVEY CONTROL
 SW0808  ___________________________________________________________________
 SW0808* NAD 83(1986)-  47 07 51.     (N)    119 12 53.     (W)     SCALED    
 SW0808* NAVD 88     -       358.36   (+/-2cm)    1175.7    (feet)  VERTCON   
 SW0808  ___________________________________________________________________
 SW0808  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SW0808
 SW0808  VERT ORDER  -  ? (See Below)
 SW0808
 SW0808.The horizontal coordinates were scaled from a topographic map and have
 SW0808.an estimated accuracy of +/- 6 seconds.
 SW0808
 SW0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0808.The vertical order pertains to the NGVD 29 superseded value.
 SW0808
 SW0808.The geoid height was determined by GEOID03.
 SW0808
 SW0808;                    North         East    Units  Estimated Accuracy
 SW0808;SPC WA S     -   200,590.      597,510.      MT  (+/- 180 meters Scaled)
 SW0808
 SW0808                          SUPERSEDED SURVEY CONTROL
 SW0808
 SW0808  NGVD 29 (??/??/92)  357.226  (m)         1172.00   (f) ADJ UNCH    ?  
 SW0808
 SW0808.Superseded values are not recommended for survey control.
 SW0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0808.See file dsdata.txt to determine how the superseded data were derived.
 SW0808
 SW0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN320220(NAD 83)
 SW0808_MARKER: DD = SURVEY DISK
 SW0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0808_SP_SET: CULVERT
 SW0808_STAMPING: A 302
 SW0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0808
 SW0808  HISTORY     - Date     Condition        Report By
 SW0808  HISTORY     - UNK      MONUMENTED       BOR
 SW0808  HISTORY     - 1935     GOOD             NGS
 SW0808  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0808
 SW0808                          STATION DESCRIPTION
 SW0808
 SW0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0808'2 MI W FROM WHEELER.
 SW0808'2 MILES WEST ALONG A ROAD FROM WHEELER, GRANT COUNTY, AT SECTION
 SW0808'CORNERS 18, 17, 19, AND 20, T. 19 N., R. 29 E., AND ON THE NORTH
 SW0808'HEADWALL OF A CULVERT.  A UNITED STATES BUREAU OF RECLAMATION STANDARD
 SW0808'DISK, FLANKED BY THE PAINTED LETTERS A 302.
 SW0808
 SW0808                          STATION RECOVERY (1968)
 SW0808
 SW0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0194 ***********************************************************************
 SB0194  DESIGNATION -  A 303
 SB0194  PID         -  SB0194
 SB0194  STATE/COUNTY-  WA/YAKIMA
 SB0194  USGS QUAD   -  YAKIMA EAST (1985)
 SB0194
 SB0194                         *CURRENT SURVEY CONTROL
 SB0194  ___________________________________________________________________
 SB0194* NAD 83(1986)-  46 32 11.     (N)    120 27 38.     (W)     SCALED    
 SB0194* NAVD 88     -       292.373  (meters)     959.23   (feet)  ADJUSTED  
 SB0194  ___________________________________________________________________
 SB0194  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SB0194  DYNAMIC HT  -         292.371 (meters)     959.22  (feet)  COMP
 SB0194  MODELED GRAV-     980,602.0   (mgal)                       NAVD 88
 SB0194
 SB0194  VERT ORDER  -  FIRST     CLASS II
 SB0194
 SB0194.The horizontal coordinates were scaled from a topographic map and have
 SB0194.an estimated accuracy of +/- 6 seconds.
 SB0194
 SB0194.The orthometric height was determined by differential leveling
 SB0194.and adjusted by the National Geodetic Survey in June 1991..
 SB0194
 SB0194.The geoid height was determined by GEOID03.
 SB0194
 SB0194.The dynamic height is computed by dividing the NAVD 88
 SB0194.geopotential number by the normal gravity value computed on the
 SB0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0194.degrees latitude (g = 980.6199 gals.).
 SB0194
 SB0194.The modeled gravity was interpolated from observed gravity values.
 SB0194
 SB0194;                    North         East    Units  Estimated Accuracy
 SB0194;SPC WA S     -   133,720.      503,030.      MT  (+/- 180 meters Scaled)
 SB0194
 SB0194                          SUPERSEDED SURVEY CONTROL
 SB0194
 SB0194  NGVD 29 (??/??/92)  291.302  (m)          955.71   (f) ADJ UNCH    1 2
 SB0194
 SB0194.Superseded values are not recommended for survey control.
 SB0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0194.See file dsdata.txt to determine how the superseded data were derived.
 SB0194
 SB0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS947567(NAD 83)
 SB0194_MARKER: DB = BENCH MARK DISK
 SB0194_SETTING: 66 = SET IN ROCK OUTCROP
 SB0194_SP_SET: ROCK CLIFF
 SB0194_STAMPING: A 303 1949
 SB0194_MARK LOGO: CGS   
 SB0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0194+STABILITY: POSITION/ELEVATION WELL
 SB0194
 SB0194  HISTORY     - Date     Condition        Report By
 SB0194  HISTORY     - 1949     MONUMENTED       CGS
 SB0194  HISTORY     - 1962     GOOD             LOCENG
 SB0194  HISTORY     - 1982     GOOD             NGS
 SB0194  HISTORY     - 1990     GOOD             USPSQD
 SB0194
 SB0194                          STATION DESCRIPTION
 SB0194
 SB0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0194'3.0 MI N FROM PARKER.
 SB0194'2.0 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0194'PARKER, THENCE 0.3 MILE SOUTH ALONG U.S. HIGHWAY 410, THENCE 0.7 MILE
 SB0194'NORTHEAST ALONG THORP ROAD, AT THE WEST END OF A CURVE, AT THE EAST
 SB0194'END OF A ROCK CUT, ABOUT 83 YARDS SOUTHWEST OF THE CENTER OF A
 SB0194'CONCRETE CULVERT, 22.6 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 SB0194'ABOUT 4 FEET HIGHER THAN THE ROAD, AND IN THE TOP OF A SHELF EXTENDING
 SB0194'OUT FROM A ROCK CLIFF.
 SB0194
 SB0194                          STATION RECOVERY (1962)
 SB0194
 SB0194'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 SB0194'RECOVERED IN GOOD CONDITION.
 SB0194
 SB0194                          STATION RECOVERY (1982)
 SB0194
 SB0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0194'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0194'0.32 KM (0.2 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SB0194'THE INTERSECTION OF SECOND AVENUE AT PARKER, THENCE 1.5 KM (0.9 MI)
 SB0194'EAST ALONG PARKER BRIDGE ROAD, THENCE 4.62 KM (2.9 MI) NORTH ALONG
 SB0194'THORP ROAD, IN TOP OF THE NORTHEAST EDGE OF A ROCK SHELF IN THE
 SB0194'NORTHEAST END OF A ROCK CUT, 2.15 KM (1.35 MI) WEST OF THE
 SB0194'INTERSECTION OF THORP ROAD, BIRCHFIELD ROAD AND CAMPBELL ROAD, 7.0
 SB0194'METERS (23 FT) SOUTH-SOUTHEAST OF THE ROAD.
 SB0194'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 SB0194'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 SB0194
 SB0194                          STATION RECOVERY (1990)
 SB0194
 SB0194'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1505 ***********************************************************************
 SA1505  DESIGNATION -  A 303
 SA1505  PID         -  SA1505
 SA1505  STATE/COUNTY-  WA/GRANT
 SA1505  USGS QUAD   -  BEVERLY (1965)
 SA1505
 SA1505                         *CURRENT SURVEY CONTROL
 SA1505  ___________________________________________________________________
 SA1505* NAD 83(1986)-  46 48 42.     (N)    119 55 19.     (W)     SCALED    
 SA1505* NAVD 88     -       162.547  (meters)     533.29   (feet)  ADJUSTED  
 SA1505  ___________________________________________________________________
 SA1505  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SA1505  DYNAMIC HT  -         162.559 (meters)     533.33  (feet)  COMP
 SA1505  MODELED GRAV-     980,684.4   (mgal)                       NAVD 88
 SA1505
 SA1505  VERT ORDER  -  SECOND    CLASS 0
 SA1505
 SA1505.The horizontal coordinates were scaled from a topographic map and have
 SA1505.an estimated accuracy of +/- 6 seconds.
 SA1505
 SA1505.The orthometric height was determined by differential leveling
 SA1505.and adjusted by the National Geodetic Survey in June 1991..
 SA1505
 SA1505.The geoid height was determined by GEOID03.
 SA1505
 SA1505.The dynamic height is computed by dividing the NAVD 88
 SA1505.geopotential number by the normal gravity value computed on the
 SA1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1505.degrees latitude (g = 980.6199 gals.).
 SA1505
 SA1505.The modeled gravity was interpolated from observed gravity values.
 SA1505
 SA1505;                    North         East    Units  Estimated Accuracy
 SA1505;SPC WA S     -   164,480.      544,120.      MT  (+/- 180 meters Scaled)
 SA1505
 SA1505                          SUPERSEDED SURVEY CONTROL
 SA1505
 SA1505  NGVD 29 (??/??/92)  161.472  (m)          529.76   (f) ADJ UNCH    2 0
 SA1505
 SA1505.Superseded values are not recommended for survey control.
 SA1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1505.See file dsdata.txt to determine how the superseded data were derived.
 SA1505
 SA1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM770883(NAD 83)
 SA1505_MARKER: DD = SURVEY DISK
 SA1505_SETTING: 0 = UNSPECIFIED SETTING
 SA1505_STAMPING: A 30 1937
 SA1505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1505
 SA1505  HISTORY     - Date     Condition        Report By
 SA1505  HISTORY     - 1937     MONUMENTED       BOR
 SA1505  HISTORY     - 1967     GOOD             NGS
 SA1505
 SA1505                          STATION DESCRIPTION
 SA1505
 SA1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1505'6.0 MI NW FROM MATTAWA.
 SA1505'THE MARK IS IN THE SOUTHEAST QUARTER OF SECTION 3, T15N, R23E, ABOUT
 SA1505'150 YARDS WEST OF STATE HIGHWAY 243, 13 YARDS NORTH OF THE NORTH SIDE
 SA1505'OF A LONG 40-FOOT WIDE, 3-FOOT DEEP DRAW AND ON THE INSIDE OF A CURVE,
 SA1505'45 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.  A METAL WITNESS POST
 SA1505'WAS SET 6 INCHES EAST OF THE MARK.  MARK CAN BE REACHED FROM THE SOUTH
 SA1505'END OF THE FILL AT THE POINT WHERE STATE HIGHWAY 243 CROSSES LOWER
 SA1505'CRAB CREEK, BY FOLLOWING THE GRAVEL SIDE ROAD SOUTHWESTERLY 0.25 MILE
 SA1505'TO A CURVE TO THE LEFT AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1742 ***********************************************************************
 SA1742  DESIGNATION -  A 304
 SA1742  PID         -  SA1742
 SA1742  STATE/COUNTY-  WA/YAKIMA
 SA1742  USGS QUAD   -  CAIRN HOPE PEAK (1978)
 SA1742
 SA1742                         *CURRENT SURVEY CONTROL
 SA1742  ___________________________________________________________________
 SA1742* NAD 83(1986)-  46 31 39.     (N)    119 56 30.     (W)     SCALED    
 SA1742* NAVD 88     -       436.076  (meters)    1430.69   (feet)  ADJUSTED  
 SA1742  ___________________________________________________________________
 SA1742  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SA1742  DYNAMIC HT  -         436.077 (meters)    1430.70  (feet)  COMP
 SA1742  MODELED GRAV-     980,603.6   (mgal)                       NAVD 88
 SA1742
 SA1742  VERT ORDER  -  SECOND    CLASS 0
 SA1742
 SA1742.The horizontal coordinates were scaled from a topographic map and have
 SA1742.an estimated accuracy of +/- 6 seconds.
 SA1742
 SA1742.The orthometric height was determined by differential leveling
 SA1742.and adjusted by the National Geodetic Survey in June 1991..
 SA1742
 SA1742.The geoid height was determined by GEOID03.
 SA1742
 SA1742.The dynamic height is computed by dividing the NAVD 88
 SA1742.geopotential number by the normal gravity value computed on the
 SA1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1742.degrees latitude (g = 980.6199 gals.).
 SA1742
 SA1742.The modeled gravity was interpolated from observed gravity values.
 SA1742
 SA1742;                    North         East    Units  Estimated Accuracy
 SA1742;SPC WA S     -   132,880.      542,830.      MT  (+/- 180 meters Scaled)
 SA1742
 SA1742                          SUPERSEDED SURVEY CONTROL
 SA1742
 SA1742  NGVD 29 (??/??/92)  434.996  (m)         1427.15   (f) ADJ UNCH    2 0
 SA1742
 SA1742.Superseded values are not recommended for survey control.
 SA1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1742.See file dsdata.txt to determine how the superseded data were derived.
 SA1742
 SA1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM743568(NAD 83)
 SA1742_MARKER: DB = BENCH MARK DISK
 SA1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1742_STAMPING: A 304 1949
 SA1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1742+STABILITY: SURFACE MOTION
 SA1742
 SA1742  HISTORY     - Date     Condition        Report By
 SA1742  HISTORY     - 1949     MONUMENTED       CGS
 SA1742
 SA1742                          STATION DESCRIPTION
 SA1742
 SA1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1742'7.0 MI NW FROM E ROBERT RANCH.
 SA1742'1.5 MILES WEST ALONG A RANCH ROAD FROM THE E. ROBERT RANCH (FORMER
 SA1742'WAUTOMA POST OFFICE), THENCE 2.4 MILES NORTH ALONG THE
 SA1742'SUNNYSIDE-HANFORD HIGHWAY, THENCE 3.1 MILES WEST ALONG STATE HIGHWAY
 SA1742'11-A, AT THE NORTHEAST END OF A SMALL CUT, IN LINE WITH A ROW OF
 SA1742'TELEPHONE POLES, 223 FEET SOUTHWEST OF A 30-INCH CONCRETE CULVERT,
 SA1742'45.6 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 SA1742'SOUTHWEST OF A TELEPHONE POLE, 2.2 FEET SOUTHEAST OF A WITNESS POST,
 SA1742'ABOUT 1.0 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SA1742'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0419 ***********************************************************************
 SB0419  DESIGNATION -  A 305
 SB0419  PID         -  SB0419
 SB0419  STATE/COUNTY-  WA/YAKIMA
 SB0419  USGS QUAD   -  GRANGER NW (1965)
 SB0419
 SB0419                         *CURRENT SURVEY CONTROL
 SB0419  ___________________________________________________________________
 SB0419* NAD 83(1986)-  46 28 58.     (N)    120 09 29.     (W)     SCALED    
 SB0419* NAVD 88     -       608.297  (meters)    1995.72   (feet)  ADJUSTED  
 SB0419  ___________________________________________________________________
 SB0419  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SB0419  DYNAMIC HT  -         608.277 (meters)    1995.66  (feet)  COMP
 SB0419  MODELED GRAV-     980,561.3   (mgal)                       NAVD 88
 SB0419
 SB0419  VERT ORDER  -  SECOND    CLASS 0
 SB0419
 SB0419.The horizontal coordinates were scaled from a topographic map and have
 SB0419.an estimated accuracy of +/- 6 seconds.
 SB0419
 SB0419.The orthometric height was determined by differential leveling
 SB0419.and adjusted by the National Geodetic Survey in June 1991..
 SB0419
 SB0419.The geoid height was determined by GEOID03.
 SB0419
 SB0419.The dynamic height is computed by dividing the NAVD 88
 SB0419.geopotential number by the normal gravity value computed on the
 SB0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0419.degrees latitude (g = 980.6199 gals.).
 SB0419
 SB0419.The modeled gravity was interpolated from observed gravity values.
 SB0419
 SB0419;                    North         East    Units  Estimated Accuracy
 SB0419;SPC WA S     -   127,820.      526,260.      MT  (+/- 180 meters Scaled)
 SB0419
 SB0419                          SUPERSEDED SURVEY CONTROL
 SB0419
 SB0419  NGVD 29 (??/??/92)  607.202  (m)         1992.13   (f) ADJ UNCH    2 0
 SB0419
 SB0419.Superseded values are not recommended for survey control.
 SB0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0419.See file dsdata.txt to determine how the superseded data were derived.
 SB0419
 SB0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS181516(NAD 83)
 SB0419_MARKER: DB = BENCH MARK DISK
 SB0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0419_STAMPING: A 305 1949
 SB0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0419+STABILITY: SURFACE MOTION
 SB0419
 SB0419  HISTORY     - Date     Condition        Report By
 SB0419  HISTORY     - 1949     MONUMENTED       CGS
 SB0419
 SB0419                          STATION DESCRIPTION
 SB0419
 SB0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0419'3.0 MI S FROM WASHINGTON STATE QUARANTINE STA.
 SB0419'1.1 MILES EAST ALONG STATE HIGHWAY 11-A FROM THE WASHINGTON STATE
 SB0419'QUARANTINE STATION, THENCE 1.9 MILES SOUTHWEST ALONG A COUNTY GRADED
 SB0419'ROAD, 0.6 MILE NORTH OF RATTLESNAKE RIDGE SUMMIT, ON THE TOP OF A
 SB0419'SMALL HILL, 46.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 SB0419'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SB0419'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0444 ***********************************************************************
 SB0444  DESIGNATION -  A 306
 SB0444  PID         -  SB0444
 SB0444  STATE/COUNTY-  WA/YAKIMA
 SB0444  USGS QUAD   -  GRANGER (1965)
 SB0444
 SB0444                         *CURRENT SURVEY CONTROL
 SB0444  ___________________________________________________________________
 SB0444* NAD 83(1986)-  46 20 46.     (N)    120 11 20.     (W)     SCALED    
 SB0444* NAVD 88     -       225.910  (meters)     741.17   (feet)  ADJUSTED  
 SB0444  ___________________________________________________________________
 SB0444  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SB0444  DYNAMIC HT  -         225.911 (meters)     741.18  (feet)  COMP
 SB0444  MODELED GRAV-     980,614.4   (mgal)                       NAVD 88
 SB0444
 SB0444  VERT ORDER  -  SECOND    CLASS 0
 SB0444
 SB0444.The horizontal coordinates were scaled from a topographic map and have
 SB0444.an estimated accuracy of +/- 6 seconds.
 SB0444
 SB0444.The orthometric height was determined by differential leveling
 SB0444.and adjusted by the National Geodetic Survey in June 1991..
 SB0444
 SB0444.The geoid height was determined by GEOID03.
 SB0444
 SB0444.The dynamic height is computed by dividing the NAVD 88
 SB0444.geopotential number by the normal gravity value computed on the
 SB0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0444.degrees latitude (g = 980.6199 gals.).
 SB0444
 SB0444.The modeled gravity was interpolated from observed gravity values.
 SB0444
 SB0444;                    North         East    Units  Estimated Accuracy
 SB0444;SPC WA S     -   112,620.      523,950.      MT  (+/- 180 meters Scaled)
 SB0444
 SB0444                          SUPERSEDED SURVEY CONTROL
 SB0444
 SB0444  NGVD 29 (??/??/92)  224.863  (m)          737.74   (f) ADJ UNCH    2 0
 SB0444
 SB0444.Superseded values are not recommended for survey control.
 SB0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0444.See file dsdata.txt to determine how the superseded data were derived.
 SB0444
 SB0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS163363(NAD 83)
 SB0444_MARKER: DB = BENCH MARK DISK
 SB0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0444_SP_SET: FOUNDATION
 SB0444_STAMPING: A 306 1949
 SB0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0444
 SB0444  HISTORY     - Date     Condition        Report By
 SB0444  HISTORY     - 1949     MONUMENTED       CGS
 SB0444  HISTORY     - 1982     GOOD             NGS
 SB0444
 SB0444                          STATION DESCRIPTION
 SB0444
 SB0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0444'IN GRANGER.
 SB0444'IN GRANGER, AT THE GRAMMAR SCHOOL, SET VERTICALLY IN THE EAST FACE OF
 SB0444'THE CONCRETE FOUNDATION, 129 FEET SOUTH OF THE CENTER OF THE MAIN
 SB0444'ENTRANCE, 31.0 FEET NORTH OF THE SOUTHEAST CORNER, AND 0.4 FOOT ABOVE
 SB0444'THE GROUND.
 SB0444
 SB0444                          STATION RECOVERY (1982)
 SB0444
 SB0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0444'AT GRANGER SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE GRADE
 SB0444'SCHOOL BUILDING 0.46 KM (1.5 FT) NORTH OF THE SOUTHEAST CORNER AND
 SB0444'0.30 M (1 FT) ABOVE THE GROUND. USE WITH CAUTION THIS MARK MAY HAVE
 SB0444'BEEN MOVED AS MEASUREMENT DO NOT AGREE WITH THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0677 ***********************************************************************
 SC0677  DESIGNATION -  A 306
 SC0677  PID         -  SC0677
 SC0677  STATE/COUNTY-  WA/PACIFIC
 SC0677  USGS QUAD   -  LONG ISLAND (1984)
 SC0677
 SC0677                         *CURRENT SURVEY CONTROL
 SC0677  ___________________________________________________________________
 SC0677* NAD 83(1986)-  46 26 05.     (N)    123 53 24.     (W)     SCALED    
 SC0677* NAVD 88     -         4.961  (meters)      16.28   (feet)  ADJUSTED  
 SC0677  ___________________________________________________________________
 SC0677  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SC0677  DYNAMIC HT  -           4.962 (meters)      16.28  (feet)  COMP
 SC0677  MODELED GRAV-     980,728.8   (mgal)                       NAVD 88
 SC0677
 SC0677  VERT ORDER  -  SECOND    CLASS 0
 SC0677
 SC0677.The horizontal coordinates were scaled from a topographic map and have
 SC0677.an estimated accuracy of +/- 6 seconds.
 SC0677
 SC0677.The orthometric height was determined by differential leveling
 SC0677.and adjusted by the National Geodetic Survey in June 1991..
 SC0677
 SC0677.The geoid height was determined by GEOID03.
 SC0677
 SC0677.The dynamic height is computed by dividing the NAVD 88
 SC0677.geopotential number by the normal gravity value computed on the
 SC0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0677.degrees latitude (g = 980.6199 gals.).
 SC0677
 SC0677.The modeled gravity was interpolated from observed gravity values.
 SC0677
 SC0677;                    North         East    Units  Estimated Accuracy
 SC0677;SPC WA S     -   128,020.      239,570.      MT  (+/- 180 meters Scaled)
 SC0677
 SC0677                          SUPERSEDED SURVEY CONTROL
 SC0677
 SC0677  NGVD 29 (??/??/92)    3.94   (m)           12.9    (f) COMPUTED    2 0
 SC0677
 SC0677.Superseded values are not recommended for survey control.
 SC0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0677.See file dsdata.txt to determine how the superseded data were derived.
 SC0677
 SC0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS316427(NAD 83)
 SC0677_MARKER: DD = SURVEY DISK
 SC0677_SETTING: 0 = UNSPECIFIED SETTING
 SC0677_STAMPING: A 306
 SC0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0677
 SC0677  HISTORY     - Date     Condition        Report By
 SC0677  HISTORY     - UNK      MONUMENTED       DOD
 SC0677  HISTORY     - 1961     MARK NOT FOUND   NGS
 SC0677  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0677
 SC0677                          STATION DESCRIPTION
 SC0677
 SC0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SC0677'8.2 MI S FROM NEMAH.
 SC0677'1.2 MILES SOUTHWEST OF JOHNSONS LANDING, AT THE INTERSECTION WITH A
 SC0677'COUNTY ROAD, 33 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 101, 156
 SC0677'FEET NORTHWEST OF FISHERS SHELL SERVICE STATION.
 SC0677
 SC0677                          STATION RECOVERY (1987)
 SC0677
 SC0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0677'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0140 ***********************************************************************
 SB0140  DESIGNATION -  A 307
 SB0140  PID         -  SB0140
 SB0140  STATE/COUNTY-  WA/KITTITAS
 SB0140  USGS QUAD   -  DORIS (1953)
 SB0140
 SB0140                         *CURRENT SURVEY CONTROL
 SB0140  ___________________________________________________________________
 SB0140* NAD 83(1986)-  46 46 11.     (N)    120 07 24.     (W)     SCALED    
 SB0140* NAVD 88     -       745.892  (meters)    2447.15   (feet)  ADJUSTED  
 SB0140  ___________________________________________________________________
 SB0140  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 SB0140  DYNAMIC HT  -         745.890 (meters)    2447.14  (feet)  COMP
 SB0140  MODELED GRAV-     980,585.9   (mgal)                       NAVD 88
 SB0140
 SB0140  VERT ORDER  -  SECOND    CLASS 0
 SB0140
 SB0140.The horizontal coordinates were scaled from a topographic map and have
 SB0140.an estimated accuracy of +/- 6 seconds.
 SB0140
 SB0140.The orthometric height was determined by differential leveling
 SB0140.and adjusted by the National Geodetic Survey in June 1991..
 SB0140
 SB0140.The geoid height was determined by GEOID03.
 SB0140
 SB0140.The dynamic height is computed by dividing the NAVD 88
 SB0140.geopotential number by the normal gravity value computed on the
 SB0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0140.degrees latitude (g = 980.6199 gals.).
 SB0140
 SB0140.The modeled gravity was interpolated from observed gravity values.
 SB0140
 SB0140;                    North         East    Units  Estimated Accuracy
 SB0140;SPC WA S     -   159,720.      528,770.      MT  (+/- 180 meters Scaled)
 SB0140
 SB0140                          SUPERSEDED SURVEY CONTROL
 SB0140
 SB0140  NGVD 29 (??/??/92)  744.787  (m)         2443.52   (f) ADJ UNCH    2 0
 SB0140
 SB0140.Superseded values are not recommended for survey control.
 SB0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0140.See file dsdata.txt to determine how the superseded data were derived.
 SB0140
 SB0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS196835(NAD 83)
 SB0140_MARKER: DB = BENCH MARK DISK
 SB0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0140_STAMPING: A 307 1949
 SB0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0140+STABILITY: SURFACE MOTION
 SB0140
 SB0140  HISTORY     - Date     Condition        Report By
 SB0140  HISTORY     - 1949     MONUMENTED       CGS
 SB0140
 SB0140                          STATION DESCRIPTION
 SB0140
 SB0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0140'9.6 MI W FROM LEVERING.
 SB0140'0.9 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0140'RAILROAD FROM THE SIDING SIGN AT LEVERING, THENCE 8.7 MILES WEST ALONG
 SB0140'A TRACK ROAD, 0.1 MILE WEST OF THE SUMMIT OF A GRADE, IN A SMALL
 SB0140'SADDLE, 32 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 SB0140'WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN
 SB0140'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1325 ***********************************************************************
 SA1325  DESIGNATION -  A 308
 SA1325  PID         -  SA1325
 SA1325  STATE/COUNTY-  WA/YAKIMA
 SA1325  USGS QUAD   -  GRANDVIEW (1978)
 SA1325
 SA1325                         *CURRENT SURVEY CONTROL
 SA1325  ___________________________________________________________________
 SA1325* NAD 83(1986)-  46 22 17.     (N)    119 58 26.     (W)     SCALED    
 SA1325* NAVD 88     -       316.560  (meters)    1038.58   (feet)  ADJUSTED  
 SA1325  ___________________________________________________________________
 SA1325  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 SA1325  DYNAMIC HT  -         316.566 (meters)    1038.60  (feet)  COMP
 SA1325  MODELED GRAV-     980,624.3   (mgal)                       NAVD 88
 SA1325
 SA1325  VERT ORDER  -  SECOND    CLASS 0
 SA1325
 SA1325.The horizontal coordinates were scaled from a topographic map and have
 SA1325.an estimated accuracy of +/- 6 seconds.
 SA1325
 SA1325.The orthometric height was determined by differential leveling
 SA1325.and adjusted by the National Geodetic Survey in June 1991..
 SA1325
 SA1325.The geoid height was determined by GEOID03.
 SA1325
 SA1325.The dynamic height is computed by dividing the NAVD 88
 SA1325.geopotential number by the normal gravity value computed on the
 SA1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1325.degrees latitude (g = 980.6199 gals.).
 SA1325
 SA1325.The modeled gravity was interpolated from observed gravity values.
 SA1325
 SA1325;                    North         East    Units  Estimated Accuracy
 SA1325;SPC WA S     -   115,510.      540,480.      MT  (+/- 180 meters Scaled)
 SA1325
 SA1325                          SUPERSEDED SURVEY CONTROL
 SA1325
 SA1325  NGVD 29 (??/??/92)  315.505  (m)         1035.12   (f) ADJ UNCH    2 0
 SA1325
 SA1325.Superseded values are not recommended for survey control.
 SA1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1325.See file dsdata.txt to determine how the superseded data were derived.
 SA1325
 SA1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM712396(NAD 83)
 SA1325_MARKER: DB = BENCH MARK DISK
 SA1325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1325_SP_SET: SIPHON
 SA1325_STAMPING: A 308 1949
 SA1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1325
 SA1325  HISTORY     - Date     Condition        Report By
 SA1325  HISTORY     - 1949     MONUMENTED       CGS
 SA1325  HISTORY     - 1974     GOOD             USGS
 SA1325
 SA1325                          STATION DESCRIPTION
 SA1325
 SA1325'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA1325'4.7 MI NE FROM SUNNYSIDE.
 SA1325'4.7 MI. NE ALONG HANFORD RD. FROM M.P.RR STA. AT SUNNYSIDE. SUNNYSIDE
 SA1325'P.O., EAST ALONG EDISON AVE. 1.6 MILES TO INTERSECTION, TURN LEFT
 SA1325'NORTH ALONG STATE HWY. 241, 3.4 MILES TO ROAD FORK EAST TO HOUSE, 85
 SA1325'FT NE OF ROAD FORK, 80.6 FT. NW OF NW CORNER OF HOUSE, 36.5 FT. NE OF
 SA1325'POWER POLE, 36, FT SE OF HWY.  SET IN TOP OF SW CORNER OF CONCRETE
 SA1325'SIPHON BOX PROJECTING 1.5 FT. A STANDARD DISK, STAMPED A 308 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1736 ***********************************************************************
 SA1736  DESIGNATION -  A 309
 SA1736  PID         -  SA1736
 SA1736  STATE/COUNTY-  WA/BENTON
 SA1736  USGS QUAD   -  EMERSON NIPPLE (1975)
 SA1736
 SA1736                         *CURRENT SURVEY CONTROL
 SA1736  ___________________________________________________________________
 SA1736* NAD 83(1986)-  46 35 11.     (N)    119 51 14.     (W)     SCALED    
 SA1736* NAVD 88     -       440.550  (meters)    1445.37   (feet)  ADJUSTED  
 SA1736  ___________________________________________________________________
 SA1736  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 SA1736  DYNAMIC HT  -         440.568 (meters)    1445.43  (feet)  COMP
 SA1736  MODELED GRAV-     980,640.7   (mgal)                       NAVD 88
 SA1736
 SA1736  VERT ORDER  -  SECOND    CLASS 0
 SA1736
 SA1736.The horizontal coordinates were scaled from a topographic map and have
 SA1736.an estimated accuracy of +/- 6 seconds.
 SA1736
 SA1736.The orthometric height was determined by differential leveling
 SA1736.and adjusted by the National Geodetic Survey in June 1991..
 SA1736
 SA1736.The geoid height was determined by GEOID03.
 SA1736
 SA1736.The dynamic height is computed by dividing the NAVD 88
 SA1736.geopotential number by the normal gravity value computed on the
 SA1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1736.degrees latitude (g = 980.6199 gals.).
 SA1736
 SA1736.The modeled gravity was interpolated from observed gravity values.
 SA1736
 SA1736;                    North         East    Units  Estimated Accuracy
 SA1736;SPC WA S     -   139,480.      549,510.      MT  (+/- 180 meters Scaled)
 SA1736
 SA1736                          SUPERSEDED SURVEY CONTROL
 SA1736
 SA1736  NGVD 29 (??/??/92)  439.480  (m)         1441.86   (f) ADJ UNCH    2 0
 SA1736
 SA1736.Superseded values are not recommended for survey control.
 SA1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1736.See file dsdata.txt to determine how the superseded data were derived.
 SA1736
 SA1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM813631(NAD 83)
 SA1736_MARKER: DB = BENCH MARK DISK
 SA1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1736_STAMPING: A 309 1949
 SA1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1736+STABILITY: SURFACE MOTION
 SA1736
 SA1736  HISTORY     - Date     Condition        Report By
 SA1736  HISTORY     - 1949     MONUMENTED       CGS
 SA1736  HISTORY     - 1965     GOOD             USGS
 SA1736
 SA1736                          STATION DESCRIPTION
 SA1736
 SA1736'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SA1736'R10.0 MI E FROM PHILLIPS AND HAGERTY RANCH HDQT.
 SA1736'10.0 MILES EAST ALONG THE COLD CREEK ROAD FROM PHILLIPS AND HAGERTY
 SA1736'RANCH HEADQUARTERS, 6.4 MILES WEST ALONG OLD HIGHWAY AND COLD CREEK
 SA1736'ROAD FROM THE CHECK STATION AT THE ENTRANCE TO HANFORD, ABC, BENTON
 SA1736'COUNTY, ON THE OUTSIDE OF A CURVE, 75 FEET NORTH OF CENTERLINE OF
 SA1736'ROAD, 10.2 FEET SOUTHEAST OF A TELEPHONE POLE, AT BEND IN FENCE, 1.4
 SA1736'FEET NORTH OF WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 SA1736'PROJECTING 0.4 FOOT ABOVE GROUND.  A STANDARD C AND GS TABLET STAMPED
 SA1736'A 309 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0095 ***********************************************************************
 SD0095  DESIGNATION -  A 309 USE
 SD0095  PID         -  SD0095
 SD0095  STATE/COUNTY-  WA/PACIFIC
 SD0095  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0095
 SD0095                         *CURRENT SURVEY CONTROL
 SD0095  ___________________________________________________________________
 SD0095* NAD 83(1986)-  46 18 40.     (N)    124 01 43.     (W)     SCALED    
 SD0095* NAVD 88     -        30.888  (meters)     101.34   (feet)  ADJUSTED  
 SD0095  ___________________________________________________________________
 SD0095  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SD0095  DYNAMIC HT  -          30.891 (meters)     101.35  (feet)  COMP
 SD0095  MODELED GRAV-     980,711.0   (mgal)                       NAVD 88
 SD0095
 SD0095  VERT ORDER  -  SECOND    CLASS 0
 SD0095
 SD0095.The horizontal coordinates were scaled from a topographic map and have
 SD0095.an estimated accuracy of +/- 6 seconds.
 SD0095
 SD0095.The orthometric height was determined by differential leveling
 SD0095.and adjusted by the National Geodetic Survey in June 1991..
 SD0095
 SD0095.The geoid height was determined by GEOID03.
 SD0095
 SD0095.The dynamic height is computed by dividing the NAVD 88
 SD0095.geopotential number by the normal gravity value computed on the
 SD0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0095.degrees latitude (g = 980.6199 gals.).
 SD0095
 SD0095.The modeled gravity was interpolated from observed gravity values.
 SD0095
 SD0095;                    North         East    Units  Estimated Accuracy
 SD0095;SPC WA S     -   114,760.      228,310.      MT  (+/- 180 meters Scaled)
 SD0095
 SD0095                          SUPERSEDED SURVEY CONTROL
 SD0095
 SD0095  NGVD 29 (??/??/92)   29.865  (m)           97.98   (f) ADJ UNCH    2 0
 SD0095
 SD0095.Superseded values are not recommended for survey control.
 SD0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0095.See file dsdata.txt to determine how the superseded data were derived.
 SD0095
 SD0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS208291(NAD 83)
 SD0095_MARKER: DD = SURVEY DISK
 SD0095_SETTING: 0 = UNSPECIFIED SETTING
 SD0095_STAMPING: A 309 1939
 SD0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0095
 SD0095  HISTORY     - Date     Condition        Report By
 SD0095  HISTORY     - 1939     MONUMENTED       DOD
 SD0095  HISTORY     - 1961     MARK NOT FOUND   NGS
 SD0095
 SD0095                          STATION DESCRIPTION
 SD0095
 SD0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SD0095'0.8 MI E FROM ILWACO.
 SD0095'0.8 MILE EAST OF ILWACO, 20 FEET SOUTH OF THE CENTER LINE OF U.S.
 SD0095'HIGHWAY 101, AND 9 FEET WEST OF THE ENTRANCE TO THE CITY DUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0143 ***********************************************************************
 TP0143  DESIGNATION -  A 31
 TP0143  PID         -  TP0143
 TP0143  STATE/COUNTY-  WA/FERRY
 TP0143  USGS QUAD   -  NINEMILE FLAT (1994)
 TP0143
 TP0143                         *CURRENT SURVEY CONTROL
 TP0143  ___________________________________________________________________
 TP0143* NAD 83(1986)-  48 03 58.     (N)    118 28 27.     (W)     SCALED    
 TP0143* NAVD 88     -       579.751  (meters)    1902.07   (feet)  ADJUSTED  
 TP0143  ___________________________________________________________________
 TP0143  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 TP0143  DYNAMIC HT  -         579.801 (meters)    1902.23  (feet)  COMP
 TP0143  MODELED GRAV-     980,680.5   (mgal)                       NAVD 88
 TP0143
 TP0143  VERT ORDER  -  FIRST     CLASS II
 TP0143
 TP0143.The horizontal coordinates were scaled from a topographic map and have
 TP0143.an estimated accuracy of +/- 6 seconds.
 TP0143
 TP0143.The orthometric height was determined by differential leveling
 TP0143.and adjusted by the National Geodetic Survey in June 1991..
 TP0143
 TP0143.The geoid height was determined by GEOID03.
 TP0143
 TP0143.The dynamic height is computed by dividing the NAVD 88
 TP0143.geopotential number by the normal gravity value computed on the
 TP0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0143.degrees latitude (g = 980.6199 gals.).
 TP0143
 TP0143.The modeled gravity was interpolated from observed gravity values.
 TP0143
 TP0143;                    North         East    Units  Estimated Accuracy
 TP0143;SPC WA N     -   121,230.      675,790.      MT  (+/- 180 meters Scaled)
 TP0143
 TP0143                          SUPERSEDED SURVEY CONTROL
 TP0143
 TP0143  NGVD 29 (??/??/92)  578.504  (m)         1897.98   (f) ADJ UNCH    1 2
 TP0143
 TP0143.Superseded values are not recommended for survey control.
 TP0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0143.See file dsdata.txt to determine how the superseded data were derived.
 TP0143
 TP0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP901246(NAD 83)
 TP0143_MARKER: DB = BENCH MARK DISK
 TP0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0143_STAMPING: A 31 1933
 TP0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0143+STABILITY: SURFACE MOTION
 TP0143
 TP0143  HISTORY     - Date     Condition        Report By
 TP0143  HISTORY     - 1933     MONUMENTED       CGS
 TP0143  HISTORY     - 1982     MARK NOT FOUND   USGS
 TP0143
 TP0143                          STATION DESCRIPTION
 TP0143
 TP0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0143'13.8 MI NE FROM KELLER.
 TP0143'25 FEET SOUTH OF THE CENTERLINE OF THE KELLER-GEROME ROAD, 200 FEET
 TP0143'WEST OF LARGE MOUND OF BROKEN ROCKS 0.3 MILE EAST OF A LONG STEEP
 TP0143'GRADE, AND ABOUT 0.4 MILE WEST OF SPIKE ANDERSONS FARM HOUSE.
 TP0143
 TP0143                          STATION RECOVERY (1982)
 TP0143
 TP0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 TP0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0282 ***********************************************************************
 SX0282  DESIGNATION -  A 310
 SX0282  PID         -  SX0282
 SX0282  STATE/COUNTY-  WA/CHELAN
 SX0282  USGS QUAD   -  MISSION PEAK (1987)
 SX0282
 SX0282                         *CURRENT SURVEY CONTROL
 SX0282  ___________________________________________________________________
 SX0282* NAD 83(1986)-  47 17 57.     (N)    120 26 25.     (W)     SCALED    
 SX0282* NAVD 88     -      1766.277  (meters)    5794.86   (feet)  ADJUSTED  
 SX0282  ___________________________________________________________________
 SX0282  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 SX0282  DYNAMIC HT  -        1765.982 (meters)    5793.89  (feet)  COMP
 SX0282  MODELED GRAV-     980,381.0   (mgal)                       NAVD 88
 SX0282
 SX0282  VERT ORDER  -  SECOND    CLASS 0
 SX0282
 SX0282.The horizontal coordinates were scaled from a topographic map and have
 SX0282.an estimated accuracy of +/- 6 seconds.
 SX0282
 SX0282.The orthometric height was determined by differential leveling
 SX0282.and adjusted by the National Geodetic Survey in June 1991..
 SX0282
 SX0282.The geoid height was determined by GEOID03.
 SX0282
 SX0282.The dynamic height is computed by dividing the NAVD 88
 SX0282.geopotential number by the normal gravity value computed on the
 SX0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0282.degrees latitude (g = 980.6199 gals.).
 SX0282
 SX0282.The modeled gravity was interpolated from observed gravity values.
 SX0282
 SX0282;                    North         East    Units  Estimated Accuracy
 SX0282;SPC WA N     -    33,340.      529,730.      MT  (+/- 180 meters Scaled)
 SX0282
 SX0282                          SUPERSEDED SURVEY CONTROL
 SX0282
 SX0282  NGVD 29 (??/??/92) 1764.977  (m)         5790.60   (f) ADJ UNCH    2 0
 SX0282
 SX0282.Superseded values are not recommended for survey control.
 SX0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0282.See file dsdata.txt to determine how the superseded data were derived.
 SX0282
 SX0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT935415(NAD 83)
 SX0282_MARKER: DB = BENCH MARK DISK
 SX0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0282_STAMPING: A 310 1949
 SX0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0282+STABILITY: SURFACE MOTION
 SX0282
 SX0282  HISTORY     - Date     Condition        Report By
 SX0282  HISTORY     - 1949     MONUMENTED       CGS
 SX0282  HISTORY     - 1990     GOOD             USPSQD
 SX0282
 SX0282                          STATION DESCRIPTION
 SX0282
 SX0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0282'15.8 MI SW FROM SOUTH WENATCHEE.
 SX0282'0.5 MILE WEST ALONG TERMINAL AVENUE FROM SOUTH WENATCHEE SCHOOL AT
 SX0282'SOUTH WENATCHEE, THENCE 6.9 MILES SOUTHWEST ALONG SQUILLCHUCK ROAD,
 SX0282'THENCE 8.4 MILES SOUTHWEST ALONG THE MISSION PEAK ROAD, 0.2 MILE
 SX0282'NORTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTHEAST TO MISSION PEAK
 SX0282'LOOKOUT, ON THE OUTSIDE OF A U CURVE, 125 YARDS SOUTHEAST OF THE
 SX0282'JUNCTION OF MISSION RIDGE TRAIL, 46 FEET NORTHEAST OF THE CENTER LINE
 SX0282'OF THE ROAD, 7 1/2 FEET EAST OF A 24-INCH PINE TREE WITH A TRIANGULAR
 SX0282'BLAZE, 2.5 FEET NORTHEAST OF WHITE WOODEN WITNESS POST, 3 FEET LOWER
 SX0282'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SX0282'FOOT ABOVE THE GROUND.
 SX0282
 SX0282                          STATION RECOVERY (1990)
 SX0282
 SX0282'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SX0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0562 ***********************************************************************
 SX0562  DESIGNATION -  A 311
 SX0562  PID         -  SX0562
 SX0562  STATE/COUNTY-  WA/KITTITAS
 SX0562  USGS QUAD   -  LIBERTY (1989)
 SX0562
 SX0562                         *CURRENT SURVEY CONTROL
 SX0562  ___________________________________________________________________
 SX0562* NAD 83(1986)-  47 17 20.     (N)    120 39 22.     (W)     SCALED    
 SX0562* NAVD 88     -      1005.693  (meters)    3299.51   (feet)  ADJUSTED  
 SX0562  ___________________________________________________________________
 SX0562  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 SX0562  DYNAMIC HT  -        1005.658 (meters)    3299.40  (feet)  COMP
 SX0562  MODELED GRAV-     980,542.6   (mgal)                       NAVD 88
 SX0562
 SX0562  VERT ORDER  -  SECOND    CLASS 0
 SX0562
 SX0562.The horizontal coordinates were scaled from a topographic map and have
 SX0562.an estimated accuracy of +/- 6 seconds.
 SX0562
 SX0562.The orthometric height was determined by differential leveling
 SX0562.and adjusted by the National Geodetic Survey in June 1991..
 SX0562
 SX0562.The geoid height was determined by GEOID03.
 SX0562
 SX0562.The dynamic height is computed by dividing the NAVD 88
 SX0562.geopotential number by the normal gravity value computed on the
 SX0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0562.degrees latitude (g = 980.6199 gals.).
 SX0562
 SX0562.The modeled gravity was interpolated from observed gravity values.
 SX0562
 SX0562;                    North         East    Units  Estimated Accuracy
 SX0562;SPC WA S     -   217,380.      488,190.      MT  (+/- 180 meters Scaled)
 SX0562
 SX0562                          SUPERSEDED SURVEY CONTROL
 SX0562
 SX0562  NGVD 29 (??/??/92) 1004.504  (m)         3295.61   (f) ADJ UNCH    2 0
 SX0562
 SX0562.Superseded values are not recommended for survey control.
 SX0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0562.See file dsdata.txt to determine how the superseded data were derived.
 SX0562
 SX0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT772399(NAD 83)
 SX0562_MARKER: DB = BENCH MARK DISK
 SX0562_SETTING: 80 = SET IN A BOULDER
 SX0562_STAMPING: A 311 1949
 SX0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0562+STABILITY: SURFACE MOTION
 SX0562
 SX0562  HISTORY     - Date     Condition        Report By
 SX0562  HISTORY     - 1949     MONUMENTED       CGS
 SX0562  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SX0562
 SX0562                          STATION DESCRIPTION
 SX0562
 SX0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0562'3.5 MI N FROM LIBERTY.
 SX0562'0.1 MILE SOUTHWEST ALONG WILLIAMS CREEK ROAD FROM THE POST OFFICE AT
 SX0562'LIBERTY, THENCE 3.4 MILES NORTH ALONG THE BEEHIVE ROAD, ON THE OUTSIDE
 SX0562'OF A CURVE, ACROSS THE ROAD FROM A VERY PROMINENT ROCK OUTCROP, ON THE
 SX0562'NORTH SIDE OF LION GULCH, IN THE TOP OF A 10- BY 4- FOOT BOULDER
 SX0562'PROJECTING 5 FEET ABOVE THE GROUND, 30 1/2 FEET EAST OF A 36-INCH PINE
 SX0562'TREE, 14 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT
 SX0562'LOWER THAN THE ROAD.
 SX0562
 SX0562                          STATION RECOVERY (1988)
 SX0562
 SX0562'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0524 ***********************************************************************
 SX0524  DESIGNATION -  A 312
 SX0524  PID         -  SX0524
 SX0524  STATE/COUNTY-  WA/KITTITAS
 SX0524  USGS QUAD   -  REECER CANYON (1985)
 SX0524
 SX0524                         *CURRENT SURVEY CONTROL
 SX0524  ___________________________________________________________________
 SX0524* NAD 83(1986)-  47 07 49.     (N)    120 30 04.     (W)     SCALED    
 SX0524* NAVD 88     -       858.993  (meters)    2818.21   (feet)  ADJUSTED  
 SX0524  ___________________________________________________________________
 SX0524  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 SX0524  DYNAMIC HT  -         858.955 (meters)    2818.09  (feet)  COMP
 SX0524  MODELED GRAV-     980,539.7   (mgal)                       NAVD 88
 SX0524
 SX0524  VERT ORDER  -  SECOND    CLASS 0
 SX0524
 SX0524.The horizontal coordinates were scaled from a topographic map and have
 SX0524.an estimated accuracy of +/- 6 seconds.
 SX0524
 SX0524.The orthometric height was determined by differential leveling
 SX0524.and adjusted by the National Geodetic Survey in June 1991..
 SX0524
 SX0524.The geoid height was determined by GEOID03.
 SX0524
 SX0524.The dynamic height is computed by dividing the NAVD 88
 SX0524.geopotential number by the normal gravity value computed on the
 SX0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0524.degrees latitude (g = 980.6199 gals.).
 SX0524
 SX0524.The modeled gravity was interpolated from observed gravity values.
 SX0524
 SX0524;                    North         East    Units  Estimated Accuracy
 SX0524;SPC WA S     -   199,740.      499,920.      MT  (+/- 180 meters Scaled)
 SX0524
 SX0524                          SUPERSEDED SURVEY CONTROL
 SX0524
 SX0524  NGVD 29 (??/??/92)  857.819  (m)         2814.36   (f) ADJ UNCH    2 0
 SX0524
 SX0524.Superseded values are not recommended for survey control.
 SX0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0524.See file dsdata.txt to determine how the superseded data were derived.
 SX0524
 SX0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT895226(NAD 83)
 SX0524_MARKER: DB = BENCH MARK DISK
 SX0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0524_STAMPING: A 312 1949
 SX0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0524+STABILITY: SURFACE MOTION
 SX0524
 SX0524  HISTORY     - Date     Condition        Report By
 SX0524  HISTORY     - 1949     MONUMENTED       CGS
 SX0524
 SX0524                          STATION DESCRIPTION
 SX0524
 SX0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0524'11.6 MI N FROM ELLENSBURG.
 SX0524'3.6 MILES NORTHEAST ALONG THE COLOCKUM PASS ROAD FROM THE POST OFFICE
 SX0524'AT ELLENSBURG, THENCE 8.0 MILES NORTH ALONG WILSON CREEK ROAD, 0.4
 SX0524'MILE NORTHWEST OF A TRACK ROAD LEADING NORTHEAST TO THE POPE RANCH, AT
 SX0524'THE FOOT OF THE SOUTHEAST SLOPE OF A LONG STEEP GRADE, 105 FEET
 SX0524'NORTHEAST OF THE CENTER LINE OF THE ROAD, 38 FEET SOUTHEAST OF THE
 SX0524'CENTER LINE OF A WIRE GATE AND A TRACK ROAD LEADING NORTH, 2 FEET
 SX0524'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 SX0524'TOP OF ACONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0518 ***********************************************************************
 SX0518  DESIGNATION -  A 313
 SX0518  PID         -  SX0518
 SX0518  STATE/COUNTY-  WA/KITTITAS
 SX0518  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX0518
 SX0518                         *CURRENT SURVEY CONTROL
 SX0518  ___________________________________________________________________
 SX0518* NAD 83(1986)-  47 07 16.     (N)    120 33 38.     (W)     SCALED    
 SX0518* NAVD 88     -       693.211  (meters)    2274.31   (feet)  ADJUSTED  
 SX0518  ___________________________________________________________________
 SX0518  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 SX0518  DYNAMIC HT  -         693.202 (meters)    2274.28  (feet)  COMP
 SX0518  MODELED GRAV-     980,577.4   (mgal)                       NAVD 88
 SX0518
 SX0518  VERT ORDER  -  SECOND    CLASS 0
 SX0518
 SX0518.The horizontal coordinates were scaled from a topographic map and have
 SX0518.an estimated accuracy of +/- 6 seconds.
 SX0518
 SX0518.The orthometric height was determined by differential leveling
 SX0518.and adjusted by the National Geodetic Survey in June 1991..
 SX0518
 SX0518.The geoid height was determined by GEOID03.
 SX0518
 SX0518.The dynamic height is computed by dividing the NAVD 88
 SX0518.geopotential number by the normal gravity value computed on the
 SX0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0518.degrees latitude (g = 980.6199 gals.).
 SX0518
 SX0518.The modeled gravity was interpolated from observed gravity values.
 SX0518
 SX0518;                    North         East    Units  Estimated Accuracy
 SX0518;SPC WA S     -   198,720.      495,410.      MT  (+/- 180 meters Scaled)
 SX0518
 SX0518                          SUPERSEDED SURVEY CONTROL
 SX0518
 SX0518  NGVD 29 (??/??/92)  692.061  (m)         2270.54   (f) ADJ UNCH    2 0
 SX0518
 SX0518.Superseded values are not recommended for survey control.
 SX0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0518.See file dsdata.txt to determine how the superseded data were derived.
 SX0518
 SX0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT850215(NAD 83)
 SX0518_MARKER: DB = BENCH MARK DISK
 SX0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0518_STAMPING: A 313 1949
 SX0518_MARK LOGO: CGS   
 SX0518_PROJECTION: PROJECTING 20 CENTIMETERS
 SX0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0518+STABILITY: SURFACE MOTION
 SX0518
 SX0518  HISTORY     - Date     Condition        Report By
 SX0518  HISTORY     - 1949     MONUMENTED       CGS
 SX0518  HISTORY     - 1982     GOOD             NGS
 SX0518
 SX0518                          STATION DESCRIPTION
 SX0518
 SX0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0518'9.5 MI N FROM ELLENSBURG.
 SX0518'1.3 MILES WEST ALONG DRY CREEK ROAD FROM THE CHICAGO, MILWAUKEE, ST
 SX0518'PAUL AND PACIFIC RAILROAD STATION, THENCE 4.7 MILES NORTH ALONG REESER
 SX0518'CREEK ROAD, THENCE 3.2 MILES NORTH ALONG A COUNTY ROAD, THENCE 0.3
 SX0518'MILE NORTH ALONG A TRACK ROAD, AT THE POINT WHERE THE BONNEVILLE POWER
 SX0518'LINE CROSSES THE ROAD, DIRECTLY UNDER THE MIDDLE WIRE, ABOUT 275 FEET
 SX0518'WEST OF STEEL TOWER 40D, 50.8 FEET NORTH OF THE NORTH END OF A GATE
 SX0518'ACROSS THE POWER LINE ROAD, 13 FEET EAST OF THE CENTER LINE OF THE
 SX0518'ROAD, 3.7 FEET WEST OF THE FENCE, 1.8 FEET SOUTH OF A WITNESS POST,
 SX0518'ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SX0518'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SX0518
 SX0518                          STATION RECOVERY (1982)
 SX0518
 SX0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0518'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SX0518'1.05 KM (0.65 MI) NORTH ALONG WATER STREET FROM THE COURTHOUSE AT
 SX0518'ELLENSBURG, THENCE 0.8 KM (0.5 MI) WEST ALONG FIFTEENTH AVENUE, THENCE
 SX0518'1.15 KM (0.7 MI) NORTHWEST ALONG DRY CREEK ROAD, THENCE 7.35 KM (4.55
 SX0518'MI) NORTH ALONG REECER ROAD, THENCE 4.4 KM (2.75 MI) NORTH ALONG
 SX0518'ROBBINS ROAD, AT THE FOUR HIGH TENSION POWER LINES CROSSING THE
 SX0518'HIGHWAY, 6.4 METERS (21 FT) EAST OF THE ROAD, 15.1 METERS (50 FT)
 SX0518'NORTH OF THE NORTH GATE POST FOR A CHAIN LINK FENCE, 0.9 METER (3 FT)
 SX0518'WEST OF A BARB WIRE FENCE.
 SX0518'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 SX0518'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0194 ***********************************************************************
 SX0194  DESIGNATION -  A 314
 SX0194  PID         -  SX0194
 SX0194  STATE/COUNTY-  WA/GRANT
 SX0194  USGS QUAD   -  WEST BAR (1966)
 SX0194
 SX0194                         *CURRENT SURVEY CONTROL
 SX0194  ___________________________________________________________________
 SX0194* NAD 83(1986)-  47 13 28.     (N)    120 00 07.     (W)     SCALED    
 SX0194* NAVD 88     -       169.132  (meters)     554.89   (feet)  ADJUSTED  
 SX0194  ___________________________________________________________________
 SX0194  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 SX0194  DYNAMIC HT  -         169.145 (meters)     554.94  (feet)  COMP
 SX0194  MODELED GRAV-     980,690.8   (mgal)                       NAVD 88
 SX0194
 SX0194  VERT ORDER  -  SECOND    CLASS 0
 SX0194
 SX0194.The horizontal coordinates were scaled from a topographic map and have
 SX0194.an estimated accuracy of +/- 6 seconds.
 SX0194
 SX0194.The orthometric height was determined by differential leveling
 SX0194.and adjusted by the National Geodetic Survey in June 1991..
 SX0194
 SX0194.The geoid height was determined by GEOID03.
 SX0194
 SX0194.The dynamic height is computed by dividing the NAVD 88
 SX0194.geopotential number by the normal gravity value computed on the
 SX0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0194.degrees latitude (g = 980.6199 gals.).
 SX0194
 SX0194.The modeled gravity was interpolated from observed gravity values.
 SX0194
 SX0194;                    North         East    Units  Estimated Accuracy
 SX0194;SPC WA S     -   210,320.      537,720.      MT  (+/- 180 meters Scaled)
 SX0194
 SX0194                          SUPERSEDED SURVEY CONTROL
 SX0194
 SX0194  NGVD 29 (??/??/92)  167.97   (m)          551.1    (f) COMPUTED    2 0
 SX0194
 SX0194.Superseded values are not recommended for survey control.
 SX0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0194.See file dsdata.txt to determine how the superseded data were derived.
 SX0194
 SX0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT269344(NAD 83)
 SX0194_MARKER: DB = BENCH MARK DISK
 SX0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0194_SP_SET: BASE
 SX0194_STAMPING: A 314 1949
 SX0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0194
 SX0194  HISTORY     - Date     Condition        Report By
 SX0194  HISTORY     - 1949     MONUMENTED       CGS
 SX0194  HISTORY     - 1963     GOOD             NGS
 SX0194
 SX0194                          STATION DESCRIPTION
 SX0194
 SX0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0194'2.0 MI SW FROM TRINIDAD.
 SX0194'2.0 MILES SOUTHWEST ALONG A PAVED COUNTY ROAD FROM THE POST OFFICE AT
 SX0194'TRINIDAD, ON THE EAST SIDE OF THE COLUMBIA RIVER, ABOUT 409 FEET EAST
 SX0194'OF THE KERNS FERRY LANDING, 198 FEET WEST OF THE CENTER LINE OF THE
 SX0194'ROAD, 81 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CRESENT
 SX0194'COMMUNITY HALL, SET VERTICALLY IN THE WEST FACE OF THE NORTHWEST
 SX0194'CONCRETE BASE OF THE LEG OF A LARGE STEEL TOWER SUPPORTING A CABLE
 SX0194'ACROSS THE RIVER, AND 2.0 FEET ABOVE THE GROUND.  NOTE-- BM RECOVERED,
 SX0194'BUT TOWER IS TO BE TORN DOWN.  BM RESET.
 SX0194
 SX0194                          STATION RECOVERY (1963)
 SX0194
 SX0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SX0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0195 ***********************************************************************
 SX0195  DESIGNATION -  A 314 RESET
 SX0195  PID         -  SX0195
 SX0195  STATE/COUNTY-  WA/GRANT
 SX0195  USGS QUAD   -  WEST BAR (1966)
 SX0195
 SX0195                         *CURRENT SURVEY CONTROL
 SX0195  ___________________________________________________________________
 SX0195* NAD 83(1986)-  47 13 28.     (N)    120 00 07.     (W)     SCALED    
 SX0195* NAVD 88     -       186.26   (meters)     611.1    (feet)  RESET     
 SX0195  ___________________________________________________________________
 SX0195  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 SX0195
 SX0195  VERT ORDER  -  THIRD
 SX0195
 SX0195.The horizontal coordinates were scaled from a topographic map and have
 SX0195.an estimated accuracy of +/- 6 seconds.
 SX0195
 SX0195.The orthometric height was computed from unverified reset data.
 SX0195.No vertical observational check was made to the station.
 SX0195
 SX0195.The geoid height was determined by GEOID03.
 SX0195
 SX0195;                    North         East    Units  Estimated Accuracy
 SX0195;SPC WA S     -   210,320.      537,720.      MT  (+/- 180 meters Scaled)
 SX0195
 SX0195                          SUPERSEDED SURVEY CONTROL
 SX0195
 SX0195  NGVD 29 (??/??/??)  185.10   (m)          607.3    (f) RESET       3  
 SX0195
 SX0195.Superseded values are not recommended for survey control.
 SX0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0195.See file dsdata.txt to determine how the superseded data were derived.
 SX0195
 SX0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT269344(NAD 83)
 SX0195_MARKER: DB = BENCH MARK DISK
 SX0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0195_SP_SET: ABUTMENT
 SX0195_STAMPING: A 314 RESET 1963
 SX0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0195
 SX0195  HISTORY     - Date     Condition        Report By
 SX0195  HISTORY     - 1963     MONUMENTED       CGS
 SX0195
 SX0195                          STATION DESCRIPTION
 SX0195
 SX0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SX0195'1.6 MI SW FROM TRINIDAD.
 SX0195'TO REACH THE MARK FROM THE POST OFFICE IN TRINIDAD, FOLLOW THE
 SX0195'BLACKTOP ROAD SOUTHWESTERLY, DOWN HILL, FOR 1.6 MILES TO THE SMALL
 SX0195'CONCRETE BRIDGE AND THE MARK ON THE RIGHT, 1 FOOT WEST OF THE EAST END
 SX0195'OF THE SOUTHEAST ABUTMENT, AND SET IN THE CONCRETE ABUTMENT OF A SMALL
 SX0195'CONCRETE BRIDGE AT THE NORTH END OF CRESCENT BAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0383 ***********************************************************************
 SX0383  DESIGNATION -  A 315
 SX0383  PID         -  SX0383
 SX0383  STATE/COUNTY-  WA/KITTITAS
 SX0383  USGS QUAD   -  LIBERTY (1989)
 SX0383
 SX0383                         *CURRENT SURVEY CONTROL
 SX0383  ___________________________________________________________________
 SX0383* NAD 83(1986)-  47 16 41.     (N)    120 41 54.     (W)     SCALED    
 SX0383* NAVD 88     -       804.182  (meters)    2638.39   (feet)  ADJUSTED  
 SX0383  ___________________________________________________________________
 SX0383  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 SX0383  DYNAMIC HT  -         804.185 (meters)    2638.40  (feet)  COMP
 SX0383  MODELED GRAV-     980,589.2   (mgal)                       NAVD 88
 SX0383
 SX0383  VERT ORDER  -  FIRST     CLASS II
 SX0383
 SX0383.The horizontal coordinates were scaled from a topographic map and have
 SX0383.an estimated accuracy of +/- 6 seconds.
 SX0383
 SX0383.The orthometric height was determined by differential leveling
 SX0383.and adjusted by the National Geodetic Survey in June 1991..
 SX0383
 SX0383.The geoid height was determined by GEOID03.
 SX0383
 SX0383.The dynamic height is computed by dividing the NAVD 88
 SX0383.geopotential number by the normal gravity value computed on the
 SX0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0383.degrees latitude (g = 980.6199 gals.).
 SX0383
 SX0383.The modeled gravity was interpolated from observed gravity values.
 SX0383
 SX0383;                    North         East    Units  Estimated Accuracy
 SX0383;SPC WA S     -   216,180.      484,990.      MT  (+/- 180 meters Scaled)
 SX0383
 SX0383                          SUPERSEDED SURVEY CONTROL
 SX0383
 SX0383  NGVD 29 (??/??/92)  803.032  (m)         2634.61   (f) ADJ UNCH    1 2
 SX0383
 SX0383.Superseded values are not recommended for survey control.
 SX0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0383.See file dsdata.txt to determine how the superseded data were derived.
 SX0383
 SX0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT740386(NAD 83)
 SX0383_MARKER: DB = BENCH MARK DISK
 SX0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0383_SP_SET: ABUTMENT
 SX0383_STAMPING: A 315 1949
 SX0383_MARK LOGO: CGS   
 SX0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0383
 SX0383  HISTORY     - Date     Condition        Report By
 SX0383  HISTORY     - 1949     MONUMENTED       CGS
 SX0383  HISTORY     - 1982     GOOD             NGS
 SX0383  HISTORY     - 1988     GOOD             USPSQD
 SX0383
 SX0383                          STATION DESCRIPTION
 SX0383
 SX0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0383'8.1 MI S FROM BLEWETT PASS.
 SX0383'8.1 MILES SOUTH ALONG U.S. HIGHWAY 97 FROM BLEWETT PASS, IN THE TOP OF
 SX0383'THE SOUTHEAST CONCRETE ABUTMENT OF THE OLD HIGHWAY BRIDGE, 30 FEET
 SX0383'WEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET WEST OF THE NORTHWEST
 SX0383'ABUTMENT OF HIGHWAY BRIDGE 2-503 OVER SWAUK CREEK, 11 FEET EAST OF THE
 SX0383'CENTER LINE OF THE OLD HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 SX0383'HIGHWAY.
 SX0383
 SX0383                          STATION RECOVERY (1982)
 SX0383
 SX0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0383'18.8 KM (11.7 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0383'CLE ELUM , THENCE 9.2 KM (5.7 MI) NORTHEAST ALONG US HIGHWAY 97, IN
 SX0383'TOP OF THE EAST END OF THE SOUTH ABUTMENT OF AN ABANDONED OLD HIGHWAY
 SX0383'BRIDGE ADJACENT TO THE NEWER BRIDGE OVER SWAUK CREEK, 0.5 KM (0.3 MI)
 SX0383'NORTH OF MILEPOST 155, 11 METERS (36 FT) WEST OF THE HIGHWAY
 SX0383'CENTERLINE, 7 METERS (23 FT) NORTHWEST OF THE SOUTH END OF THE WEST
 SX0383'GUARD RAIL, 63 METERS (207 FT) NORTHWEST OF BENCH MARK P 516, 16
 SX0383'METERS (52 FT) EAST OF A POWER LINE POLE BEARING TWO GUY WIRES.
 SX0383'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 SX0383
 SX0383                          STATION RECOVERY (1988)
 SX0383
 SX0383'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0216 ***********************************************************************
 SX0216  DESIGNATION -  A 316
 SX0216  PID         -  SX0216
 SX0216  STATE/COUNTY-  WA/KITTITAS
 SX0216  USGS QUAD   -  STRAY GULCH (1966)
 SX0216
 SX0216                         *CURRENT SURVEY CONTROL
 SX0216  ___________________________________________________________________
 SX0216* NAD 83(1986)-  47 08 24.     (N)    120 08 52.     (W)     SCALED    
 SX0216* NAVD 88     -       872.476  (meters)    2862.45   (feet)  ADJUSTED  
 SX0216  ___________________________________________________________________
 SX0216  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 SX0216  DYNAMIC HT  -         872.453 (meters)    2862.37  (feet)  COMP
 SX0216  MODELED GRAV-     980,557.1   (mgal)                       NAVD 88
 SX0216
 SX0216  VERT ORDER  -  SECOND    CLASS 0
 SX0216
 SX0216.The horizontal coordinates were scaled from a topographic map and have
 SX0216.an estimated accuracy of +/- 6 seconds.
 SX0216
 SX0216.The orthometric height was determined by differential leveling
 SX0216.and adjusted by the National Geodetic Survey in June 1991..
 SX0216
 SX0216.The geoid height was determined by GEOID03.
 SX0216
 SX0216.The dynamic height is computed by dividing the NAVD 88
 SX0216.geopotential number by the normal gravity value computed on the
 SX0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0216.degrees latitude (g = 980.6199 gals.).
 SX0216
 SX0216.The modeled gravity was interpolated from observed gravity values.
 SX0216
 SX0216;                    North         East    Units  Estimated Accuracy
 SX0216;SPC WA S     -   200,880.      526,720.      MT  (+/- 180 meters Scaled)
 SX0216
 SX0216                          SUPERSEDED SURVEY CONTROL
 SX0216
 SX0216  NGVD 29 (??/??/92)  871.300  (m)         2858.59   (f) ADJ UNCH    2 0
 SX0216
 SX0216.Superseded values are not recommended for survey control.
 SX0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0216.See file dsdata.txt to determine how the superseded data were derived.
 SX0216
 SX0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT162246(NAD 83)
 SX0216_MARKER: DB = BENCH MARK DISK
 SX0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0216_STAMPING: A 316 1949
 SX0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0216+STABILITY: SURFACE MOTION
 SX0216
 SX0216  HISTORY     - Date     Condition        Report By
 SX0216  HISTORY     - 1949     MONUMENTED       CGS
 SX0216
 SX0216                          STATION DESCRIPTION
 SX0216
 SX0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0216'6.3 MI W FROM SUNSET RANCH.
 SX0216'6.3 MILES WEST ALONG THE BUSHY ROAD FROM THE SUNSET RANCH, IN A GRASSY
 SX0216'FLAT, ABOUT 150 FEET EAST OF THE FOOT OF THE EAST SLOPE OF A ROCKY
 SX0216'HILL, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 FEET NORTH OF
 SX0216'THE CENTER OF A SMALL DRAIN, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT
 SX0216'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SX0216'0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1478 ***********************************************************************
 SA1478  DESIGNATION -  A 317
 SA1478  PID         -  SA1478
 SA1478  STATE/COUNTY-  WA/BENTON
 SA1478  USGS QUAD   -  RIVERLAND (1986)
 SA1478
 SA1478                         *CURRENT SURVEY CONTROL
 SA1478  ___________________________________________________________________
 SA1478* NAD 83(1986)-  46 34 38.     (N)    119 44 57.     (W)     SCALED    
 SA1478* NAVD 88     -       255.240  (meters)     837.40   (feet)  ADJUSTED  
 SA1478  ___________________________________________________________________
 SA1478  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SA1478  DYNAMIC HT  -         255.252 (meters)     837.44  (feet)  COMP
 SA1478  MODELED GRAV-     980,654.7   (mgal)                       NAVD 88
 SA1478
 SA1478  VERT ORDER  -  SECOND    CLASS 0
 SA1478
 SA1478.The horizontal coordinates were scaled from a topographic map and have
 SA1478.an estimated accuracy of +/- 6 seconds.
 SA1478
 SA1478.The orthometric height was determined by differential leveling
 SA1478.and adjusted by the National Geodetic Survey in June 1991..
 SA1478
 SA1478.The geoid height was determined by GEOID03.
 SA1478
 SA1478.The dynamic height is computed by dividing the NAVD 88
 SA1478.geopotential number by the normal gravity value computed on the
 SA1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1478.degrees latitude (g = 980.6199 gals.).
 SA1478
 SA1478.The modeled gravity was interpolated from observed gravity values.
 SA1478
 SA1478;                    North         East    Units  Estimated Accuracy
 SA1478;SPC WA S     -   138,530.      557,550.      MT  (+/- 180 meters Scaled)
 SA1478
 SA1478                          SUPERSEDED SURVEY CONTROL
 SA1478
 SA1478  NGVD 29 (??/??/92)  254.173  (m)          833.90   (f) ADJ UNCH    2 0
 SA1478
 SA1478.Superseded values are not recommended for survey control.
 SA1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1478.See file dsdata.txt to determine how the superseded data were derived.
 SA1478
 SA1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM893618(NAD 83)
 SA1478_MARKER: DB = BENCH MARK DISK
 SA1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1478_STAMPING: A 317 1949
 SA1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1478+STABILITY: SURFACE MOTION
 SA1478
 SA1478  HISTORY     - Date     Condition        Report By
 SA1478  HISTORY     - 1949     MONUMENTED       CGS
 SA1478
 SA1478                          STATION DESCRIPTION
 SA1478
 SA1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1478'4.6 MI S FROM RIVERLAND.
 SA1478'3.6 MILES SOUTH ALONG THE SUNNYSIDE HIGHWAY FROM THE CHICAGO,
 SA1478'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION SIGN AT RIVERLAND,
 SA1478'THENCE 1.0 MILE WEST ALONG OLD HIGHWAY 11 A, 1.0 MILE EAST OF BM U 49,
 SA1478'1.1 MILES WEST OF THE YAKIMA GATE OF THE HANFORD ATOMIC AREA, ON TOP
 SA1478'OF A SMALL HILL, 76 FEET EAST OF A TELEPHONE POLE, 29 1/2 FEET NORTH
 SA1478'OF THE CENTER LINE OF THE ROAD, 2.2 FEET SOUTH OF A FENCE, 1 FOOT
 SA1478'HIGHER THAN THE ROAD, NEAR A WITNESS POST, AND SET IN THE TOP OF A
 SA1478'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0528 ***********************************************************************
 SC0528  DESIGNATION -  A 317
 SC0528  PID         -  SC0528
 SC0528  STATE/COUNTY-  WA/WAHKIAKUM
 SC0528  USGS QUAD   -  ROSBURG (1984)
 SC0528
 SC0528                         *CURRENT SURVEY CONTROL
 SC0528  ___________________________________________________________________
 SC0528* NAD 83(1986)-  46 17 52.     (N)    123 40 17.     (W)     SCALED    
 SC0528* NAVD 88     -        19.713  (meters)      64.68   (feet)  ADJUSTED  
 SC0528  ___________________________________________________________________
 SC0528  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 SC0528  DYNAMIC HT  -          19.716 (meters)      64.68  (feet)  COMP
 SC0528  MODELED GRAV-     980,725.9   (mgal)                       NAVD 88
 SC0528
 SC0528  VERT ORDER  -  FIRST     CLASS II
 SC0528
 SC0528.The horizontal coordinates were scaled from a topographic map and have
 SC0528.an estimated accuracy of +/- 6 seconds.
 SC0528
 SC0528.The orthometric height was determined by differential leveling
 SC0528.and adjusted by the National Geodetic Survey in June 1991..
 SC0528
 SC0528.The geoid height was determined by GEOID03.
 SC0528
 SC0528.The dynamic height is computed by dividing the NAVD 88
 SC0528.geopotential number by the normal gravity value computed on the
 SC0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0528.degrees latitude (g = 980.6199 gals.).
 SC0528
 SC0528.The modeled gravity was interpolated from observed gravity values.
 SC0528
 SC0528;                    North         East    Units  Estimated Accuracy
 SC0528;SPC WA S     -   112,110.      255,740.      MT  (+/- 180 meters Scaled)
 SC0528
 SC0528                          SUPERSEDED SURVEY CONTROL
 SC0528
 SC0528  NGVD 29 (??/??/92)   18.780  (m)           61.61   (f) ADJ UNCH    1 2
 SC0528
 SC0528.Superseded values are not recommended for survey control.
 SC0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0528.See file dsdata.txt to determine how the superseded data were derived.
 SC0528
 SC0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS482273(NAD 83)
 SC0528_MARKER: DD = SURVEY DISK
 SC0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0528_STAMPING: A 317 1939
 SC0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0528+STABILITY: SURFACE MOTION
 SC0528
 SC0528  HISTORY     - Date     Condition        Report By
 SC0528  HISTORY     - 1939     MONUMENTED       DOD
 SC0528  HISTORY     - 1962     POOR             NGS
 SC0528
 SC0528                          STATION DESCRIPTION
 SC0528
 SC0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0528'3.6 MI S FROM ROSBURG.
 SC0528'3.6 MILES SOUTH ALONG STATE HIGHWAY 12C FROM THE POST OFFICE AT
 SC0528'ROSBURG, 0.2 MILE NORTH OF THE BRIDGE OVER CROOKED CREEK, 57 FEET
 SC0528'NORTH OF A HIGHWAY SIGN, 40 FEET WEST OF A T ROAD INTERSECTION, 25
 SC0528'FEET WEST OF THE CENTER OF STATE HIGHWAY 12C, 22 FEET SOUTH OF A GROUP
 SC0528'OF 4 MAIL BOXES, 19 FEET SOUTH OF A POWER POLE AND 1 FOOT EAST OF A
 SC0528'STEEL WITNESS POST.  THE MARK PROJECTS 8 INCHES AND IS LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1251 ***********************************************************************
 SA1251  DESIGNATION -  A 318
 SA1251  PID         -  SA1251
 SA1251  STATE/COUNTY-  WA/BENTON
 SA1251  USGS QUAD   -  PROSSER (1965)
 SA1251
 SA1251                         *CURRENT SURVEY CONTROL
 SA1251  ___________________________________________________________________
 SA1251* NAD 83(1986)-  46 12 51.     (N)    119 47 02.     (W)     SCALED    
 SA1251* NAVD 88     -       208.836  (meters)     685.16   (feet)  ADJUSTED  
 SA1251  ___________________________________________________________________
 SA1251  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA1251  DYNAMIC HT  -         208.841 (meters)     685.17  (feet)  COMP
 SA1251  MODELED GRAV-     980,636.3   (mgal)                       NAVD 88
 SA1251
 SA1251  VERT ORDER  -  SECOND    CLASS 0
 SA1251
 SA1251.The horizontal coordinates were scaled from a topographic map and have
 SA1251.an estimated accuracy of +/- 6 seconds.
 SA1251
 SA1251.The orthometric height was determined by differential leveling
 SA1251.and adjusted by the National Geodetic Survey in June 1991..
 SA1251
 SA1251.The geoid height was determined by GEOID03.
 SA1251
 SA1251.The dynamic height is computed by dividing the NAVD 88
 SA1251.geopotential number by the normal gravity value computed on the
 SA1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1251.degrees latitude (g = 980.6199 gals.).
 SA1251
 SA1251.The modeled gravity was interpolated from observed gravity values.
 SA1251
 SA1251;                    North         East    Units  Estimated Accuracy
 SA1251;SPC WA S     -    98,160.      555,250.      MT  (+/- 180 meters Scaled)
 SA1251
 SA1251                          SUPERSEDED SURVEY CONTROL
 SA1251
 SA1251  NGVD 29 (??/??/92)  207.803  (m)          681.77   (f) ADJ UNCH    2 0
 SA1251
 SA1251.Superseded values are not recommended for survey control.
 SA1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1251.See file dsdata.txt to determine how the superseded data were derived.
 SA1251
 SA1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM852216(NAD 83)
 SA1251_MARKER: DB = BENCH MARK DISK
 SA1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1251_SP_SET: IRRIGATION WEIR
 SA1251_STAMPING: A 318 1949
 SA1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1251+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 SA1251
 SA1251  HISTORY     - Date     Condition        Report By
 SA1251  HISTORY     - 1949     MONUMENTED       CGS
 SA1251  HISTORY     - 20020912 GOOD             NGS
 SA1251
 SA1251                          STATION DESCRIPTION
 SA1251
 SA1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1251'0.9 MI NW FROM PROSSER.
 SA1251'0.9 MILE NORTHWEST ALONG U. S. HIGHWAY 410 FROM THE NORTHERN PACIFIC
 SA1251'RAILWAY STATION AT PROSSER, AT THE MAIN ENTRANCE TO THE PROSSER
 SA1251'AIRPORT, IN TOP OF THE NORTH CORNER OF AN IRRIGATION WEIR, 95 FEET
 SA1251'NORTHEAST OF THE NORTHEAST CORNER OF THE EAST HANGAR, 48 FEET
 SA1251'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF EUCLID ROAD, AND ABOUT
 SA1251'2.5 FEET HIGHER THAN THE HIGHWAY AND PROJECTING 2.5 FEET ABOVE THE
 SA1251'GROUND.
 SA1251
 SA1251                          STATION RECOVERY (2002)
 SA1251
 SA1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 SA1251'WEIR IS UNUSED.  FORMER US 410 IS NOW WINE COUNTRY ROAD. HANGAR IS
 SA1251'GONE.  STATION IS STILL AT NE CORNER OF AIRPORT.  EUCLID ROAD IS NOW
 SA1251''OLD INLAND  EMPIRE HWY.EXIT 80 OF I-82 IS ABOUT 1 MILE NW ALONG WINE
 SA1251'COUNTRY ROAD.
 SA1251'RAILROAD IS NOW BNSF.  THIS IS GRAVITY BASE STATION 'PROSSER B', DOD
 SA1251'5779-3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1276 ***********************************************************************
 SA1276  DESIGNATION -  A 319
 SA1276  PID         -  SA1276
 SA1276  STATE/COUNTY-  WA/BENTON
 SA1276  USGS QUAD   -  SNIVELY BASIN (1974)
 SA1276
 SA1276                         *CURRENT SURVEY CONTROL
 SA1276  ___________________________________________________________________
 SA1276* NAD 83(1986)-  46 28 27.     (N)    119 42 46.     (W)     SCALED    
 SA1276* NAVD 88     -       296.916  (meters)     974.13   (feet)  ADJUSTED  
 SA1276  ___________________________________________________________________
 SA1276  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SA1276  DYNAMIC HT  -         296.910 (meters)     974.11  (feet)  COMP
 SA1276  MODELED GRAV-     980,587.9   (mgal)                       NAVD 88
 SA1276
 SA1276  VERT ORDER  -  SECOND    CLASS 0
 SA1276
 SA1276.The horizontal coordinates were scaled from a topographic map and have
 SA1276.an estimated accuracy of +/- 6 seconds.
 SA1276
 SA1276.The orthometric height was determined by differential leveling
 SA1276.and adjusted by the National Geodetic Survey in June 1991..
 SA1276
 SA1276.The geoid height was determined by GEOID03.
 SA1276
 SA1276.The dynamic height is computed by dividing the NAVD 88
 SA1276.geopotential number by the normal gravity value computed on the
 SA1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1276.degrees latitude (g = 980.6199 gals.).
 SA1276
 SA1276.The modeled gravity was interpolated from observed gravity values.
 SA1276
 SA1276;                    North         East    Units  Estimated Accuracy
 SA1276;SPC WA S     -   127,110.      560,450.      MT  (+/- 180 meters Scaled)
 SA1276
 SA1276                          SUPERSEDED SURVEY CONTROL
 SA1276
 SA1276  NGVD 29 (??/??/92)  295.835  (m)          970.59   (f) ADJ UNCH    2 0
 SA1276
 SA1276.Superseded values are not recommended for survey control.
 SA1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1276.See file dsdata.txt to determine how the superseded data were derived.
 SA1276
 SA1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM917503(NAD 83)
 SA1276_MARKER: DB = BENCH MARK DISK
 SA1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1276_STAMPING: A 319 1949
 SA1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1276+STABILITY: SURFACE MOTION
 SA1276
 SA1276  HISTORY     - Date     Condition        Report By
 SA1276  HISTORY     - 1949     MONUMENTED       CGS
 SA1276
 SA1276                          STATION DESCRIPTION
 SA1276
 SA1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1276'3.7 MI SW FROM BENSON RANCH.
 SA1276'3.7 MILES SOUTHWEST ALONG A COUNTY GRADED ROAD FROM BENSON RANCH, 0.6
 SA1276'MILE NORTH OF THE JUNCTION OF A GRADED ROAD LEADING WEST AND THE
 SA1276'JUNCTION OF LINE 4, ON A SMALL RISE, 62 FEET SOUTHEAST AND ACROSS THE
 SA1276'ROAD FROM THE CENTER OF A SMALL DITCH, 32 FEET SOUTHEAST OF THE CENTER
 SA1276'LINE OF THE ROAD, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET
 SA1276'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SA1276'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0422 ***********************************************************************
 TO0422  DESIGNATION -  A 32
 TO0422  PID         -  TO0422
 TO0422  STATE/COUNTY-  WA/STEVENS
 TO0422  USGS QUAD   -  EMPEY MOUNTAIN (1980)
 TO0422
 TO0422                         *CURRENT SURVEY CONTROL
 TO0422  ___________________________________________________________________
 TO0422* NAD 83(1986)-  48 02 45.     (N)    117 56 34.     (W)     SCALED    
 TO0422* NAVD 88     -       700.511  (meters)    2298.26   (feet)  ADJUSTED  
 TO0422  ___________________________________________________________________
 TO0422  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 TO0422  DYNAMIC HT  -         700.546 (meters)    2298.37  (feet)  COMP
 TO0422  MODELED GRAV-     980,639.1   (mgal)                       NAVD 88
 TO0422
 TO0422  VERT ORDER  -  FIRST     CLASS II
 TO0422
 TO0422.The horizontal coordinates were scaled from a topographic map and have
 TO0422.an estimated accuracy of +/- 6 seconds.
 TO0422
 TO0422.The orthometric height was determined by differential leveling
 TO0422.and adjusted by the National Geodetic Survey in June 1991..
 TO0422
 TO0422.The geoid height was determined by GEOID03.
 TO0422
 TO0422.The dynamic height is computed by dividing the NAVD 88
 TO0422.geopotential number by the normal gravity value computed on the
 TO0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0422.degrees latitude (g = 980.6199 gals.).
 TO0422
 TO0422.The modeled gravity was interpolated from observed gravity values.
 TO0422
 TO0422;                    North         East    Units  Estimated Accuracy
 TO0422;SPC WA N     -   120,330.      715,460.      MT  (+/- 180 meters Scaled)
 TO0422
 TO0422                          SUPERSEDED SURVEY CONTROL
 TO0422
 TO0422  NGVD 29 (??/??/92)  699.272  (m)         2294.19   (f) ADJ UNCH    1 2
 TO0422
 TO0422.Superseded values are not recommended for survey control.
 TO0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0422.See file dsdata.txt to determine how the superseded data were derived.
 TO0422
 TO0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP297218(NAD 83)
 TO0422_MARKER: DB = BENCH MARK DISK
 TO0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0422_STAMPING: A 32 1933
 TO0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0422+STABILITY: SURFACE MOTION
 TO0422
 TO0422  HISTORY     - Date     Condition        Report By
 TO0422  HISTORY     - 1933     MONUMENTED       CGS
 TO0422  HISTORY     - 1969     GOOD             NGS
 TO0422
 TO0422                          STATION DESCRIPTION
 TO0422
 TO0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TO0422'12.9 MI W FROM SPRINGDALE.
 TO0422'THE MARK IS 12.1 MILES WEST ALONG THE SPRINGDALE-HUNTERS ROAD FROM ITS
 TO0422'JUNCTION WITH STATE HIGHWAY 231 WHICH IS 0.8 MILE WEST OF SPRINGDALE,
 TO0422'ABOUT 100 YARDS EAST OF THE WEST END OF A 1/4-MILE LONG STRAIGHT
 TO0422'STRETCH OF ROAD, 71 FEET NORTH OF THE CENTER OF THE ROAD, 14 FEET
 TO0422'NORTHWEST OF A 10-INCH PINE TREE AND ABOUT 2 FEET UP THE INCLINE ON
 TO0422'THE EAST SIDE OF A SMALL, FLAT AREA WHICH IS ABOUT 3 FEET HIGHER THAN
 TO0422'THE ROAD.  THE MARK IS A STANDARD DISK IN A SQUARE CONCRETE POST WHICH
 TO0422'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1305 ***********************************************************************
 SA1305  DESIGNATION -  A 322
 SA1305  PID         -  SA1305
 SA1305  STATE/COUNTY-  WA/BENTON
 SA1305  USGS QUAD   -  IOWA FLATS (1974)
 SA1305
 SA1305                         *CURRENT SURVEY CONTROL
 SA1305  ___________________________________________________________________
 SA1305* NAD 83(1986)-  46 28 48.     (N)    119 33 43.     (W)     SCALED    
 SA1305* NAVD 88     -       160.903  (meters)     527.90   (feet)  ADJUSTED  
 SA1305  ___________________________________________________________________
 SA1305  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SA1305  DYNAMIC HT  -         160.907 (meters)     527.91  (feet)  COMP
 SA1305  MODELED GRAV-     980,639.9   (mgal)                       NAVD 88
 SA1305
 SA1305  VERT ORDER  -  SECOND    CLASS 0
 SA1305
 SA1305.The horizontal coordinates were scaled from a topographic map and have
 SA1305.an estimated accuracy of +/- 6 seconds.
 SA1305
 SA1305.The orthometric height was determined by differential leveling
 SA1305.and adjusted by the National Geodetic Survey in June 1991..
 SA1305
 SA1305.The geoid height was determined by GEOID03.
 SA1305
 SA1305.The dynamic height is computed by dividing the NAVD 88
 SA1305.geopotential number by the normal gravity value computed on the
 SA1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1305.degrees latitude (g = 980.6199 gals.).
 SA1305
 SA1305.The modeled gravity was interpolated from observed gravity values.
 SA1305
 SA1305;                    North         East    Units  Estimated Accuracy
 SA1305;SPC WA S     -   127,880.      572,030.      MT  (+/- 180 meters Scaled)
 SA1305
 SA1305                          SUPERSEDED SURVEY CONTROL
 SA1305
 SA1305  NGVD 29 (??/??/92)  159.843  (m)          524.42   (f) ADJ UNCH    2 0
 SA1305
 SA1305.Superseded values are not recommended for survey control.
 SA1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1305.See file dsdata.txt to determine how the superseded data were derived.
 SA1305
 SA1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM033505(NAD 83)
 SA1305_MARKER: DB = BENCH MARK DISK
 SA1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1305_STAMPING: A 322 1949
 SA1305_MARK LOGO: CGS   
 SA1305_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1305+STABILITY: SURFACE MOTION
 SA1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1305+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1992
 SA1305
 SA1305  HISTORY     - Date     Condition        Report By
 SA1305  HISTORY     - 1949     MONUMENTED       CGS
 SA1305  HISTORY     - 1974     GOOD             USGS
 SA1305  HISTORY     - 19921113 GOOD             CHANCE
 SA1305
 SA1305                          STATION DESCRIPTION
 SA1305
 SA1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1305'5.6 MI E FROM BENSON RANCH.
 SA1305'5.6 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE BENSON RANCH, ON
 SA1305'THE INSIDE OF A CURVE, 177 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 SA1305'A FENCE, 44 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 SA1305'NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 SA1305'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 SA1305'GROUND.  MARK IS LOCATED ALONG A SELDOM USED DIRT ROAD AND ABOUT 1050
 SA1305'FT CROSS COUNTRY N.E OF STATE HWY 240 AT ABOUT 20.3 MILES NORTH OF THE
 SA1305'RICHLAND POST OFFICE.
 SA1305
 SA1305                          STATION RECOVERY (1974)
 SA1305
 SA1305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA1305'RECOVERED IN GOOD CONDITION.
 SA1305
 SA1305                          STATION RECOVERY (1992)
 SA1305
 SA1305'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992
 SA1305'THE STATION IS LOCATED APPROXIMATELY 19 MI (30.58 KM) NORTHWEST OF
 SA1305'RICHLAND, WA. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS
 SA1305'225 AND 240, PROCEED WEST ON HIGHWAY 240 9.7 MI (15.61 KM) TO STATION
 SA1305'ON THE RIGHT. STATION IS LOCATED 1.0 MI (1.61 KM) WEST OF MILE POST
 SA1305'12. STATION IS APPROXIMATELY 1081 FT (329.49 M) NORTH OF HIGHWAY 240.
 SA1305'THE STATION MARK IS 2.4 FT (0.73 M) SOUTH OF A CARSONITE WITNESS POST
 SA1305'AND 1.5 FT (0.46 M) NORTH-NORTHWEST OF A STEEL FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0610 ***********************************************************************
 SA0610  DESIGNATION -  A 322
 SA0610  PID         -  SA0610
 SA0610  STATE/COUNTY-  WA/FRANKLIN
 SA0610  USGS QUAD   -  FRISCHKNECHT (1970)
 SA0610
 SA0610                         *CURRENT SURVEY CONTROL
 SA0610  ___________________________________________________________________
 SA0610* NAD 83(1986)-  46 39 47.     (N)    118 54 02.     (W)     SCALED    
 SA0610* NAVD 88     -       313.80   (+/-2cm)    1029.5    (feet)  VERTCON   
 SA0610  ___________________________________________________________________
 SA0610  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA0610
 SA0610  VERT ORDER  -  ? (See Below)
 SA0610
 SA0610.The horizontal coordinates were scaled from a topographic map and have
 SA0610.an estimated accuracy of +/- 6 seconds.
 SA0610
 SA0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0610.The vertical order pertains to the NGVD 29 superseded value.
 SA0610
 SA0610.The geoid height was determined by GEOID03.
 SA0610
 SA0610;                    North         East    Units  Estimated Accuracy
 SA0610;SPC WA S     -   149,040.      622,390.      MT  (+/- 180 meters Scaled)
 SA0610
 SA0610                          SUPERSEDED SURVEY CONTROL
 SA0610
 SA0610  NGVD 29 (??/??/92)  312.715  (m)         1025.97   (f) ADJ UNCH    ?  
 SA0610
 SA0610.Superseded values are not recommended for survey control.
 SA0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0610.See file dsdata.txt to determine how the superseded data were derived.
 SA0610
 SA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM546694(NAD 83)
 SA0610_MARKER: DD = SURVEY DISK
 SA0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0610_STAMPING: A 322 1938
 SA0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0610+STABILITY: SURFACE MOTION
 SA0610
 SA0610  HISTORY     - Date     Condition        Report By
 SA0610  HISTORY     - 1938     MONUMENTED       BOR
 SA0610
 SA0610                          STATION DESCRIPTION
 SA0610
 SA0610'DESCRIBED BY US BUREAU OF RECLAMATION 1938
 SA0610'2 MI W FROM CONNELL.
 SA0610'2 MILES WEST ALONG A ROAD FROM CONNELL, 50 FEET SOUTHEAST OF THE
 SA0610'CENTER OF A ROAD INTERSECTION, 27 FEET SOUTH OF THE CENTER LINE OF AN
 SA0610'EAST-AND-WEST ROAD, 15 FEET EAST OF A POLE, AND ON AN EAST-AND-WEST
 SA0610'FENCE LINE.  SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 SA0610'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0979 ***********************************************************************
 SA0979  DESIGNATION -  A 323
 SA0979  PID         -  SA0979
 SA0979  STATE/COUNTY-  WA/BENTON
 SA0979  USGS QUAD   -  RICHLAND (1992)
 SA0979
 SA0979                         *CURRENT SURVEY CONTROL
 SA0979  ___________________________________________________________________
 SA0979* NAD 83(1986)-  46 15 45.     (N)    119 16 23.     (W)     SCALED    
 SA0979* NAVD 88     -       115.595  (meters)     379.25   (feet)  ADJUSTED  
 SA0979  ___________________________________________________________________
 SA0979  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SA0979  DYNAMIC HT  -         115.600 (meters)     379.26  (feet)  COMP
 SA0979  MODELED GRAV-     980,656.6   (mgal)                       NAVD 88
 SA0979
 SA0979  VERT ORDER  -  SECOND    CLASS 0
 SA0979
 SA0979.The horizontal coordinates were scaled from a topographic map and have
 SA0979.an estimated accuracy of +/- 6 seconds.
 SA0979
 SA0979.The orthometric height was determined by differential leveling
 SA0979.and adjusted by the National Geodetic Survey in June 1991..
 SA0979
 SA0979.The geoid height was determined by GEOID03.
 SA0979
 SA0979.The dynamic height is computed by dividing the NAVD 88
 SA0979.geopotential number by the normal gravity value computed on the
 SA0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0979.degrees latitude (g = 980.6199 gals.).
 SA0979
 SA0979.The modeled gravity was interpolated from observed gravity values.
 SA0979
 SA0979;                    North         East    Units  Estimated Accuracy
 SA0979;SPC WA S     -   104,010.      594,580.      MT  (+/- 180 meters Scaled)
 SA0979
 SA0979                          SUPERSEDED SURVEY CONTROL
 SA0979
 SA0979  NGVD 29 (??/??/92)  114.559  (m)          375.85   (f) ADJ UNCH    2 0
 SA0979
 SA0979.Superseded values are not recommended for survey control.
 SA0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0979.See file dsdata.txt to determine how the superseded data were derived.
 SA0979
 SA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM248257(NAD 83)
 SA0979_MARKER: DB = BENCH MARK DISK
 SA0979_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0979_SP_SET: CONCRETE BASE
 SA0979_STAMPING: A 323 1949
 SA0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0979
 SA0979  HISTORY     - Date     Condition        Report By
 SA0979  HISTORY     - 1949     MONUMENTED       CGS
 SA0979  HISTORY     - 1974     POOR             USGS
 SA0979  HISTORY     - 19900515 MARK NOT FOUND   USPSQD
 SA0979
 SA0979                          STATION DESCRIPTION
 SA0979
 SA0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA0979'1.3 MI S FROM RICHLAND.
 SA0979'1.0 MILE SOUTH ALONG GEORGE WASHINGTON WAY FROM THE POST OFFICE AT
 SA0979'RICHLAND, THENCE 0.3 MILE WEST ALONG ABBOT STREET, AT RICHLAND,
 SA0979'BETWEEN ATKINS AND BARTH AVENUES, AT THE CITY ELEVATED WATER TANK
 SA0979'NO.2, IN TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE EAST
 SA0979'LEG, ABOUT 3 FEET HIGHER THAN THE STREET, AND PROJECTING 1.0 FOOT
 SA0979'ABOVE THE GROUND.  NOTE-- ALL REFERENCE TO THE POST OFFICE IN RICHLAND
 SA0979'IN THIS LINE NO.8 IS TO THE OLD LOCATION AT THE SOUTHWEST CORNER OF
 SA0979'GEORGE WASHINGTON WAY AND KNIGHT STREET-THE PRESENT POST OFFICE IS
 SA0979'LOCATED ONE BLOCK NORTH AND ONE BLOCK WEST OF THAT INTERSECTION-DATE
 SA0979'OF THE CHANGE WAS 1968.
 SA0979
 SA0979                          STATION RECOVERY (1974)
 SA0979
 SA0979'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA0979'MARK RECOVERED IN POOR CONDITION.
 SA0979
 SA0979                          STATION RECOVERY (1990)
 SA0979
 SA0979'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAT)
 SA0979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0797 ***********************************************************************
 SA0797  DESIGNATION -  A 324
 SA0797  PID         -  SA0797
 SA0797  STATE/COUNTY-  WA/BENTON
 SA0797  USGS QUAD   -  HANFORD (1986)
 SA0797
 SA0797                         *CURRENT SURVEY CONTROL
 SA0797  ___________________________________________________________________
 SA0797* NAD 83(1986)-  46 33 55.     (N)    119 22 41.     (W)     SCALED    
 SA0797* NAVD 88     -       140.330  (meters)     460.40   (feet)  ADJUSTED  
 SA0797  ___________________________________________________________________
 SA0797  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SA0797  DYNAMIC HT  -         140.339 (meters)     460.43  (feet)  COMP
 SA0797  MODELED GRAV-     980,672.0   (mgal)                       NAVD 88
 SA0797
 SA0797  VERT ORDER  -  SECOND    CLASS 0
 SA0797
 SA0797.The horizontal coordinates were scaled from a topographic map and have
 SA0797.an estimated accuracy of +/- 6 seconds.
 SA0797
 SA0797.The orthometric height was determined by differential leveling
 SA0797.and adjusted by the National Geodetic Survey in June 1991..
 SA0797
 SA0797.The geoid height was determined by GEOID03.
 SA0797
 SA0797.The dynamic height is computed by dividing the NAVD 88
 SA0797.geopotential number by the normal gravity value computed on the
 SA0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0797.degrees latitude (g = 980.6199 gals.).
 SA0797
 SA0797.The modeled gravity was interpolated from observed gravity values.
 SA0797
 SA0797;                    North         East    Units  Estimated Accuracy
 SA0797;SPC WA S     -   137,540.      586,010.      MT  (+/- 180 meters Scaled)
 SA0797
 SA0797                          SUPERSEDED SURVEY CONTROL
 SA0797
 SA0797  NGVD 29 (??/??/92)  139.266  (m)          456.91   (f) ADJ UNCH    2 0
 SA0797
 SA0797.Superseded values are not recommended for survey control.
 SA0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0797.See file dsdata.txt to determine how the superseded data were derived.
 SA0797
 SA0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM177596(NAD 83)
 SA0797_MARKER: DB = BENCH MARK DISK
 SA0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0797_STAMPING: A 324 1949
 SA0797_MARK LOGO: CGS   
 SA0797_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0797+STABILITY: SURFACE MOTION
 SA0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA0797+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1992
 SA0797
 SA0797  HISTORY     - Date     Condition        Report By
 SA0797  HISTORY     - 1949     MONUMENTED       CGS
 SA0797  HISTORY     - 19921111 GOOD             CHANCE
 SA0797
 SA0797                          STATION DESCRIPTION
 SA0797
 SA0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA0797'2.0 MI S FROM HANFORD.
 SA0797'1.0 MILE WEST ALONG STATE HIGHWAY 11A FROM THE CHICAGO, MILWAUKEE, ST.
 SA0797'PAUL AND PACIFIC RAILROAD STATION AT HANFORD, THENCE 1.0 MILE
 SA0797'SOUTHEAST ALONG THE RICHLAND HIGHWAY, AT THE SOUTH END OF A LONG
 SA0797'CURVE, 210 YARDS NORTH OF THE Y JUNCTION OF A ROAD LEADING NORTHEAST,
 SA0797'ABOUT 55 YARDS SOUTH OF THE JUNCTION OF AN OLD ABANDONED ASPHALT ROAD
 SA0797'LEADING NORTH, 68.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 32
 SA0797'1/2 FEET NORTHEAST OF POWER LINE POLE 715, 2.1 FEET EAST OF A WITNESS
 SA0797'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SA0797'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 SA0797
 SA0797                          STATION RECOVERY (1992)
 SA0797
 SA0797'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (RH)
 SA0797'THE STATION IS LOCATED APPROXIMATELY 21.5 MI (34.60 KM) NORTHWEST OF
 SA0797'RICHLAND, WA. TO REACH THE STATION FROM THE WYE BARRICADE (EAST
 SA0797'ENTRANCE TO HANFORD SITE), PROCEED NORTH ON S.R. 2 FOR 0.1 MI (0.16
 SA0797'KM) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND CONTINUE EAST THEN
 SA0797'IMMEDIATELY NORTH ON S.R. 2 FOR 5.8 MI (9.33 KM) TO THE STATION ON THE
 SA0797'RIGHT. THE STATION PROJECTS 0.3 FT (0.09 M),  144.8 FT (44.14 M)
 SA0797'SOUTH-SOUTHEAST OF THE EASTERNMOST EDGE OF PAVED TRACK ROAD WHICH IS
 SA0797'THE EXTENDED CENTERLINE OF S.R. 2, 57.8 FT (17.62 M) EAST OF THE EAST
 SA0797'EDGE OF THE NORTHBOUND LANES OF S.R. 2, 2.4 FT (0.73 M) NORTHEAST OF A
 SA0797'CARSONITE WITNESS POST, 2.0 FT (0.61 M) WEST OF A 4X4 WOODEN POST AND
 SA0797'1 FT (0.30 M) SOUTHWEST OF A STEEL FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1707 ***********************************************************************
 SA1707  DESIGNATION -  A 325
 SA1707  PID         -  SA1707
 SA1707  STATE/COUNTY-  WA/BENTON
 SA1707  USGS QUAD   -  GABLE BUTTE (1986)
 SA1707
 SA1707                         *CURRENT SURVEY CONTROL
 SA1707  ___________________________________________________________________
 SA1707* NAD 83(1986)-  46 36 18.     (N)    119 34 42.     (W)     SCALED    
 SA1707* NAVD 88     -       175.866  (meters)     576.99   (feet)  ADJUSTED  
 SA1707  ___________________________________________________________________
 SA1707  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SA1707  DYNAMIC HT  -         175.879 (meters)     577.03  (feet)  COMP
 SA1707  MODELED GRAV-     980,685.1   (mgal)                       NAVD 88
 SA1707
 SA1707  VERT ORDER  -  SECOND    CLASS 0
 SA1707
 SA1707.The horizontal coordinates were scaled from a topographic map and have
 SA1707.an estimated accuracy of +/- 6 seconds.
 SA1707
 SA1707.The orthometric height was determined by differential leveling
 SA1707.and adjusted by the National Geodetic Survey in June 1991..
 SA1707
 SA1707.The geoid height was determined by GEOID03.
 SA1707
 SA1707.The dynamic height is computed by dividing the NAVD 88
 SA1707.geopotential number by the normal gravity value computed on the
 SA1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1707.degrees latitude (g = 980.6199 gals.).
 SA1707
 SA1707.The modeled gravity was interpolated from observed gravity values.
 SA1707
 SA1707;                    North         East    Units  Estimated Accuracy
 SA1707;SPC WA S     -   141,760.      570,610.      MT  (+/- 180 meters Scaled)
 SA1707
 SA1707                          SUPERSEDED SURVEY CONTROL
 SA1707
 SA1707  NGVD 29 (??/??/92)  174.807  (m)          573.51   (f) ADJ UNCH    2 0
 SA1707
 SA1707.Superseded values are not recommended for survey control.
 SA1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1707.See file dsdata.txt to determine how the superseded data were derived.
 SA1707
 SA1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM025645(NAD 83)
 SA1707_MARKER: DB = BENCH MARK DISK
 SA1707_SETTING: 66 = SET IN ROCK OUTCROP
 SA1707_STAMPING: A 325 1949
 SA1707_MARK LOGO: CGS   
 SA1707_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1707+STABILITY: POSITION/ELEVATION WELL
 SA1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1707+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1992
 SA1707
 SA1707  HISTORY     - Date     Condition        Report By
 SA1707  HISTORY     - 1949     MONUMENTED       CGS
 SA1707  HISTORY     - 19921112 GOOD             CHANCE
 SA1707
 SA1707                          STATION DESCRIPTION
 SA1707
 SA1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1707'6.3 MI SW FROM WHITE BLUFFS.
 SA1707'2.5 MILES SOUTHWEST ALONG FEDERAL AVENUE FROM THE CHICAGO, MILWAUKEE,
 SA1707'ST. PAUL AND PACIFIC RAILROAD STATION AT WHITE BLUFFS, THENCE 3.8
 SA1707'MILES SOUTHWEST ALONG A GRAVELED ROAD, NEAR THE TOP OF A RIDGE, ON THE
 SA1707'INSIDE OF A LONG U CURVE, IN THE TOP OF A TRIANGLE SHAPED BOULDER
 SA1707'MARKED BY THE WHITE PAINTED LETTERS BM, 48 FEET SOUTHEAST OF THE
 SA1707'CENTER LINE OF THE ROAD, ABOUT 7 FEET HIGHER THAN THE ROAD, AND
 SA1707'PROJECTING ABOUT 2 FEET ABOVE GROUND.
 SA1707
 SA1707                          STATION RECOVERY (1992)
 SA1707
 SA1707'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (RLH)
 SA1707'THE STATION IS LOCATED APPROXIMATELY 28 MI (45.06 KM) NORTHWEST OF
 SA1707'RICHLAND, WA. TO REACH THE STATION FROM THE WYE BARRICADE (EAST
 SA1707'ENTRANCE TO HANFORD SITE), PROCEED NORTH ON RTE. 2 FOR 0.1 MI (0.16
 SA1707'KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND CONTINUE EAST, THEN
 SA1707'IMMEDIATELY NORTH ON RTE. 2 FOR 7.2 MI (11.59 KM) TO THE JUNCTION OF
 SA1707'RTE. 11, CONTINUE ON RTE. 2 FOR AN ADDITIONAL 7.2 MI (11.59 KM) TO THE
 SA1707'INTERSECTION OF FEDERAL AVENUE, TURN LEFT ON FEDERAL AVENUE AND
 SA1707'CONTINUE 2.5 MI (4.02 KM) TO THE JUNCTION OF RTE. 1, CROSS RTE.1 AND
 SA1707'CONTINUE ON A GRAVEL ROAD FOR AN ADDITIONAL 2.5 MI (4.02 KM) TO A
 SA1707'PAVED ROAD, CROSS THE PAVED ROAD AND CONTINUE FOR AN ADDITIONAL 1.0 MI
 SA1707'(1.61 KM) TO ANOTHER PAVED ROAD , CROSS THE PAVED ROAD AND CONTINUE
 SA1707'FOR AN ADDITIONAL 0.3 MI (0.48 KM) TO THE TOP OF A RIDGE AT A LARGE U
 SA1707'CURVE AND THE STATION ON THE LEFT, 53 FT (16.15 M) SOUTH OF THE
 SA1707'CENTERLINE OF THE GRAVEL ROAD, AND 2.5 FT (0.76 M) WEST OF CARSONITE
 SA1707'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0648 ***********************************************************************
 TR0648  DESIGNATION -  A 327
 TR0648  PID         -  TR0648
 TR0648  STATE/COUNTY-  WA/WHATCOM
 TR0648  USGS QUAD   -  BLAINE (1994)
 TR0648
 TR0648                         *CURRENT SURVEY CONTROL
 TR0648  ___________________________________________________________________
 TR0648* NAD 83(1998)-  48 56 29.27313(N)    122 40 37.32822(W)     ADJUSTED  
 TR0648* NAVD 88     -        18.390  (meters)      60.33   (feet)  ADJUSTED  
 TR0648  ___________________________________________________________________
 TR0648  X           -  -2,266,158.499 (meters)                     COMP
 TR0648  Y           -  -3,533,018.641 (meters)                     COMP
 TR0648  Z           -   4,786,283.401 (meters)                     COMP
 TR0648  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 TR0648  ELLIP HEIGHT-          -2.81  (meters)          (03/21/00) GPS OBS
 TR0648  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 TR0648  DYNAMIC HT  -          18.395 (meters)      60.35  (feet)  COMP
 TR0648  MODELED GRAV-     980,912.9   (mgal)                       NAVD 88
 TR0648
 TR0648  HORZ ORDER  -  A
 TR0648  VERT ORDER  -  FIRST     CLASS I
 TR0648  ELLP ORDER  -  THIRD     CLASS II
 TR0648
 TR0648.The horizontal coordinates were established by GPS observations
 TR0648.and adjusted by the National Geodetic Survey in March 2000..
 TR0648.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR0648.DATUM ITEM on the data sheet items page.
 TR0648
 TR0648.The orthometric height was determined by differential leveling
 TR0648.and adjusted by the National Geodetic Survey in June 1991..
 TR0648
 TR0648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR0648
 TR0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0648
 TR0648.The ellipsoidal height was determined by GPS observations
 TR0648.and is referenced to NAD 83.
 TR0648
 TR0648.The geoid height was determined by GEOID03.
 TR0648
 TR0648.The dynamic height is computed by dividing the NAVD 88
 TR0648.geopotential number by the normal gravity value computed on the
 TR0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0648.degrees latitude (g = 980.6199 gals.).
 TR0648
 TR0648.The modeled gravity was interpolated from observed gravity values.
 TR0648
 TR0648;                    North         East     Units Scale Factor Converg.
 TR0648;SPC WA N     -   217,487.397   364,941.710   MT  1.00004581   -1 22 21.6
 TR0648;SPC WA N     -   713,539.90  1,197,312.93   sFT  1.00004581   -1 22 21.6
 TR0648;UTM  10      - 5,420,998.990   523,650.083   MT  0.99960687   +0 14 36.7
 TR0648
 TR0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0648!SPC WA N     -   1.00000044  x   1.00004581  =   1.00004625
 TR0648!UTM  10      -   1.00000044  x   0.99960687  =   0.99960731
 TR0648
 TR0648                          SUPERSEDED SURVEY CONTROL
 TR0648
 TR0648  NAD 83(1991)-  48 56 29.27102(N)    122 40 37.32886(W) AD(       ) B
 TR0648  ELLIP H (11/01/99)   -2.63   (m)                       GP(       ) 4 1
 TR0648  NAVD 88 (11/01/99)   18.39   (m)           60.3    (f) LEVELING    3  
 TR0648  NGVD 29 (??/??/92)   17.171  (m)           56.34   (f) ADJ UNCH    1 1
 TR0648
 TR0648.Superseded values are not recommended for survey control.
 TR0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0648.See file dsdata.txt to determine how the superseded data were derived.
 TR0648
 TR0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV2365020999(NAD 83)
 TR0648_MARKER: DB = BENCH MARK DISK
 TR0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0648_STAMPING: A 327 1952
 TR0648_MARK LOGO: CGS   
 TR0648_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0648+STABILITY: SURFACE MOTION
 TR0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0648+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 TR0648
 TR0648  HISTORY     - Date     Condition        Report By
 TR0648  HISTORY     - 1952     MONUMENTED       CGS
 TR0648  HISTORY     - 1973     GOOD             NGS
 TR0648  HISTORY     - 19981010 GOOD             NGS
 TR0648  HISTORY     - 20051101 GOOD             USPSQD
 TR0648
 TR0648                          STATION DESCRIPTION
 TR0648
 TR0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0648'2.4 MI NW FROM CUSTER.
 TR0648'2.4 MILES NORTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0648'CROSSING OF MAIN STREET AT CUSTER, 7 POLES NORTHWEST OF MILEPOST 114,
 TR0648'AT THE CROSSING OF PERCIE ROAD, 50 1/2 FEET NORTH OF THE CENTER OF THE
 TR0648'CROSSING, 29.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 51 FEET SOUTHWEST
 TR0648'OF THE CENTER LINE OF PORTAL WAY, 5 FEET SOUTHWEST OF THE 7TH
 TR0648'TELEPHONE POLE NORTHWEST OF THE MILEPOST, 35 1/2 FEET NORTHWEST OF THE
 TR0648'CENTER LINE OF THE ROAD, 2.3 FEET NORTHEAST OF THE WITNESS POST, ABOUT
 TR0648'1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TR0648'PROJECTING 0.3 FOOT ABOVE THE GROUND.  1/4, SEC 22, T40N, R 1E.
 TR0648
 TR0648                          STATION RECOVERY (1998)
 TR0648
 TR0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 TR0648'RECOVERED AS DESCRIBED.  ADDITIONALLY...  TO REACH THE STATION FROM
 TR0648'INTERSTATE HIGHWAY 5 AT EXIT 270, GO WEST ON BIRCH BAY LINDEN ROAD FOR
 TR0648'0.25 MI (0.40 KM) TO PORTAL WAY, TURN RIGHT AND GO NORTH ON PORTAL WAY
 TR0648'FOR 0.6 MI (1.0 KM) TO THE NORTH END OF VAN WENGERDEN GREENHOUSES ON
 TR0648'THE RIGHT AND A SIDE ROAD LEFT THAT STOPS AT THE RR TRACKS AND THE
 TR0648'STATION AT THE NORTHWEST CORNER OF THAT CERTAIN JUNCTURE.  NOTE THAT
 TR0648'BENCH MARK 454 IS 5 FT (1.5 M) EAST OF THE STATION.  BOTH MARKS APPEAR
 TR0648'TO BE EQUALLY STABLE.
 TR0648
 TR0648                          STATION RECOVERY (2005)
 TR0648
 TR0648'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 TR0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0841 ***********************************************************************
 RZ0841  DESIGNATION -  A 328
 RZ0841  PID         -  RZ0841
 RZ0841  STATE/COUNTY-  WA/WHITMAN
 RZ0841  USGS QUAD   -  UNIONTOWN (1964)
 RZ0841
 RZ0841                         *CURRENT SURVEY CONTROL
 RZ0841  ___________________________________________________________________
 RZ0841* NAD 83(1986)-  46 34 59.     (N)    117 06 45.     (W)     SCALED    
 RZ0841* NAVD 88     -       791.164  (meters)    2595.68   (feet)  ADJUSTED  
 RZ0841  ___________________________________________________________________
 RZ0841  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 RZ0841  DYNAMIC HT  -         791.102 (meters)    2595.47  (feet)  COMP
 RZ0841  MODELED GRAV-     980,510.4   (mgal)                       NAVD 88
 RZ0841
 RZ0841  VERT ORDER  -  SECOND    CLASS 0
 RZ0841
 RZ0841.The horizontal coordinates were scaled from a topographic map and have
 RZ0841.an estimated accuracy of +/- 6 seconds.
 RZ0841
 RZ0841.The orthometric height was determined by differential leveling
 RZ0841.and adjusted by the National Geodetic Survey in June 1991..
 RZ0841
 RZ0841.The geoid height was determined by GEOID03.
 RZ0841
 RZ0841.The dynamic height is computed by dividing the NAVD 88
 RZ0841.geopotential number by the normal gravity value computed on the
 RZ0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0841.degrees latitude (g = 980.6199 gals.).
 RZ0841
 RZ0841.The modeled gravity was interpolated from observed gravity values.
 RZ0841
 RZ0841;                    North         East    Units  Estimated Accuracy
 RZ0841;SPC WA S     -   144,480.      759,540.      MT  (+/- 180 meters Scaled)
 RZ0841
 RZ0841                          SUPERSEDED SURVEY CONTROL
 RZ0841
 RZ0841  NGVD 29 (??/??/92)  790.082  (m)         2592.13   (f) ADJ UNCH    2 0
 RZ0841
 RZ0841.Superseded values are not recommended for survey control.
 RZ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0841.See file dsdata.txt to determine how the superseded data were derived.
 RZ0841
 RZ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM913588(NAD 83)
 RZ0841_MARKER: DB = BENCH MARK DISK
 RZ0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0841_STAMPING: A 328 1952
 RZ0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0841+STABILITY: SURFACE MOTION
 RZ0841
 RZ0841  HISTORY     - Date     Condition        Report By
 RZ0841  HISTORY     - 1952     MONUMENTED       CGS
 RZ0841
 RZ0841                          STATION DESCRIPTION
 RZ0841
 RZ0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0841'1.3 MI N FROM COLTON.
 RZ0841'1.0 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0841'COLTON, THENCE 0.3 MILE NORTHEAST ALONG A GRADED COUNTY ROAD, AT A
 RZ0841'RANCHHOUSE, AT THE SOUTH CORNER OF A WIRE FENCE AROUND A BARN AND
 RZ0841'GARAGE, 114 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY TO THE
 RZ0841'RANCHHOUSE, 36 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 27 FEET
 RZ0841'WEST OF A POWER LINE POLE WITH A TRANSFORMER NO. 3, 14 FEET SOUTH OF
 RZ0841'THE SOUTH CORNER OF THE GARAGE BUILDING, 1.0 FOOT SOUTHEAST OF THE
 RZ0841'FENCE, 1.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 RZ0841'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 RZ0841'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0631 ***********************************************************************
 SW0631  DESIGNATION -  A 33
 SW0631  PID         -  SW0631
 SW0631  STATE/COUNTY-  WA/GRANT
 SW0631  USGS QUAD   -  APPLEDALE (1976)
 SW0631
 SW0631                         *CURRENT SURVEY CONTROL
 SW0631  ___________________________________________________________________
 SW0631* NAD 83(1986)-  47 15 11.     (N)    119 58 04.     (W)     SCALED    
 SW0631* NAVD 88     -       369.424  (meters)    1212.02   (feet)  ADJUSTED  
 SW0631  ___________________________________________________________________
 SW0631  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SW0631  DYNAMIC HT  -         369.453 (meters)    1212.11  (feet)  COMP
 SW0631  MODELED GRAV-     980,679.9   (mgal)                       NAVD 88
 SW0631
 SW0631  VERT ORDER  -  FIRST     CLASS II
 SW0631
 SW0631.The horizontal coordinates were scaled from a topographic map and have
 SW0631.an estimated accuracy of +/- 6 seconds.
 SW0631
 SW0631.The orthometric height was determined by differential leveling
 SW0631.and adjusted by the National Geodetic Survey in June 1991..
 SW0631
 SW0631.The geoid height was determined by GEOID03.
 SW0631
 SW0631.The dynamic height is computed by dividing the NAVD 88
 SW0631.geopotential number by the normal gravity value computed on the
 SW0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0631.degrees latitude (g = 980.6199 gals.).
 SW0631
 SW0631.The modeled gravity was interpolated from observed gravity values.
 SW0631
 SW0631;                    North         East    Units  Estimated Accuracy
 SW0631;SPC WA S     -   213,520.      540,290.      MT  (+/- 180 meters Scaled)
 SW0631
 SW0631                          SUPERSEDED SURVEY CONTROL
 SW0631
 SW0631  NGVD 29 (??/??/??)  368.26   (m)         1208.2    (f) RESET       3  
 SW0631
 SW0631.Superseded values are not recommended for survey control.
 SW0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0631.See file dsdata.txt to determine how the superseded data were derived.
 SW0631
 SW0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN754375(NAD 83)
 SW0631_MARKER: DB = BENCH MARK DISK
 SW0631_SETTING: 66 = SET IN ROCK OUTCROP
 SW0631_SP_SET: ROCK CUT
 SW0631_STAMPING: A 33 1933
 SW0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0631+STABILITY: POSITION/ELEVATION WELL
 SW0631
 SW0631  HISTORY     - Date     Condition        Report By
 SW0631  HISTORY     - 1933     MONUMENTED       CGS
 SW0631  HISTORY     - 1968     GOOD             NGS
 SW0631
 SW0631                          STATION DESCRIPTION
 SW0631
 SW0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0631'5.1 MI NE FROM TRINIDAD.
 SW0631'THE MARK IS ABOUT 6.2 MILES WEST ALONG THE GREAT NORTHERN RAILROAD
 SW0631'FROM QUINCY, AT APPROXIMATE MILEAGE 1621.5, 19 FEET SOUTHEAST OF THE
 SW0631'CONCRETE FACE OF TUNNEL 11.1 AT THE SOUTHEAST END OF THE TUNNEL, 6
 SW0631'FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 4 FEET HIGHER THAN THE
 SW0631'TRACK.  A STANDARD DISK SET VERTICALLY IN THE FACE OF THE ROCK CUT. TO
 SW0631'REACH FROM THE INTERSECTION OF STATE HIGHWAY 281 AND STATE HIGHWAY 28
 SW0631'IN QUINCY, GO WEST ON STATE HIGHWAY 28 FOR 7.3 MILES TO REVERSE Y.
 SW0631'TURN SHARP RIGHT AND GO NORTH 1.55 MILES TO A FORK, KEEP RIGHT 0.85
 SW0631'MILE TO FIELD ROAD RIGHT, 100 YARDS NORTH OF A SMALL BRIDGE. TURN
 SW0631'RIGHT ON TRACK ROAD, GO 100 FEET.  KEEP RIGHT FORK 0.25 MILE TO FORK,
 SW0631'KEEP RIGHT 0.3 MILE TO FORK.  (RIGHT FORK WOULD PROBABLY LEAD TO
 SW0631'SOUTHEAST END OF TUNNEL).  THE MARK WAS REACHED BY KEEPING LEFT FORK
 SW0631'0.45 MILE TO A FORK WHICH IS 0.1 MILE WEST OF THE NORTHEAST END OF THE
 SW0631'TUNNEL.  THEN EAST TO THE TUNNEL. WALK THROUGH TUNNEL TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0070 ***********************************************************************
 TR0070  DESIGNATION -  A 330
 TR0070  PID         -  TR0070
 TR0070  STATE/COUNTY-  WA/SKAGIT
 TR0070  USGS QUAD   -  BOW (1994)
 TR0070
 TR0070                         *CURRENT SURVEY CONTROL
 TR0070  ___________________________________________________________________
 TR0070* NAD 83(1986)-  48 32 04.     (N)    122 22 36.     (W)     SCALED    
 TR0070* NAVD 88     -         6.529  (meters)      21.42   (feet)  ADJUSTED  
 TR0070  ___________________________________________________________________
 TR0070  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 TR0070  DYNAMIC HT  -           6.530 (meters)      21.42  (feet)  COMP
 TR0070  MODELED GRAV-     980,862.7   (mgal)                       NAVD 88
 TR0070
 TR0070  VERT ORDER  -  FIRST     CLASS I
 TR0070
 TR0070.The horizontal coordinates were scaled from a topographic map and have
 TR0070.an estimated accuracy of +/- 6 seconds.
 TR0070
 TR0070.The orthometric height was determined by differential leveling
 TR0070.and adjusted by the National Geodetic Survey in June 1991..
 TR0070
 TR0070.The geoid height was determined by GEOID03.
 TR0070
 TR0070.The dynamic height is computed by dividing the NAVD 88
 TR0070.geopotential number by the normal gravity value computed on the
 TR0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0070.degrees latitude (g = 980.6199 gals.).
 TR0070
 TR0070.The modeled gravity was interpolated from observed gravity values.
 TR0070
 TR0070;                    North         East    Units  Estimated Accuracy
 TR0070;SPC WA N     -   171,750.      386,030.      MT  (+/- 180 meters Scaled)
 TR0070
 TR0070                          SUPERSEDED SURVEY CONTROL
 TR0070
 TR0070  NGVD 29 (??/??/92)    5.361  (m)           17.59   (f) ADJ UNCH    1 1
 TR0070
 TR0070.Superseded values are not recommended for survey control.
 TR0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0070.See file dsdata.txt to determine how the superseded data were derived.
 TR0070
 TR0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU460758(NAD 83)
 TR0070_MARKER: DB = BENCH MARK DISK
 TR0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0070_STAMPING: A 330 1952
 TR0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0070+STABILITY: SURFACE MOTION
 TR0070
 TR0070  HISTORY     - Date     Condition        Report By
 TR0070  HISTORY     - 1952     MONUMENTED       CGS
 TR0070  HISTORY     - 1973     GOOD             NGS
 TR0070  HISTORY     - 1983     GOOD             USPSQD
 TR0070
 TR0070                          STATION DESCRIPTION
 TR0070
 TR0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0070'4.95 MI NW FROM BURLINGTON.
 TR0070'4.95 MILES NORTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0070'CROSSING OF FAIRHAVEN AVENUE AT BURLINGTON, AT THE CROSSINF OF ALLEN
 TR0070'ROAD, 51.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 19.5 FEET SOUTH OF
 TR0070'THE CENTER LINE OF THE ROAD, 80 FEET NORTHEAST AND ACROSS THE TRACK
 TR0070'FROM THE 3RD TELEPHONE POLE (A103) NORTHWEST OF MILEPOST 77, 55.5 FEET
 TR0070'WEST OF THE WEST END OF A WOODEN GATE, 7.5 FEET EAST OF A FENCE
 TR0070'CORNER, 2.0 FEET SOUTH OF A FENCE, 1.9 FEET SOUTHWEST OF A WOODEN
 TR0070'WITNESS POST, 2.1 FEE SOUTHWEST OF A METAL WITNESS POST, SET IN THE
 TR0070'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND, AND ABOUT 7 FEET
 TR0070'LOWER THAN THE TRACK.  SEC 12, T35N, R 3E.
 TR0070
 TR0070                          STATION RECOVERY (1983)
 TR0070
 TR0070'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0089 ***********************************************************************
 TR0089  DESIGNATION -  A 331
 TR0089  PID         -  TR0089
 TR0089  STATE/COUNTY-  WA/SKAGIT
 TR0089  USGS QUAD   -  MOUNT VERNON (1981)
 TR0089
 TR0089                         *CURRENT SURVEY CONTROL
 TR0089  ___________________________________________________________________
 TR0089* NAD 83(1986)-  48 26 40.     (N)    122 19 31.     (W)     SCALED    
 TR0089* NAVD 88     -        15.553  (meters)      51.03   (feet)  ADJUSTED  
 TR0089  ___________________________________________________________________
 TR0089  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 TR0089  DYNAMIC HT  -          15.557 (meters)      51.04  (feet)  COMP
 TR0089  MODELED GRAV-     980,859.0   (mgal)                       NAVD 88
 TR0089
 TR0089  VERT ORDER  -  FIRST     CLASS I
 TR0089
 TR0089.The horizontal coordinates were scaled from a topographic map and have
 TR0089.an estimated accuracy of +/- 6 seconds.
 TR0089
 TR0089.The orthometric height was determined by differential leveling
 TR0089.and adjusted by the National Geodetic Survey in June 1991..
 TR0089.WARNING-Repeat measurements at this control monument indicate possible
 TR0089.vertical movement.
 TR0089
 TR0089.The geoid height was determined by GEOID03.
 TR0089
 TR0089.The dynamic height is computed by dividing the NAVD 88
 TR0089.geopotential number by the normal gravity value computed on the
 TR0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0089.degrees latitude (g = 980.6199 gals.).
 TR0089
 TR0089.The modeled gravity was interpolated from observed gravity values.
 TR0089
 TR0089;                    North         East    Units  Estimated Accuracy
 TR0089;SPC WA N     -   161,670.      389,630.      MT  (+/- 180 meters Scaled)
 TR0089
 TR0089                          SUPERSEDED SURVEY CONTROL
 TR0089
 TR0089  NGVD 29 (??/??/92)   14.388  (m)           47.20   (f) ADJ UNCH    1 1
 TR0089
 TR0089.Superseded values are not recommended for survey control.
 TR0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0089.See file dsdata.txt to determine how the superseded data were derived.
 TR0089
 TR0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU498659(NAD 83)
 TR0089_MARKER: DB = BENCH MARK DISK
 TR0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0089_SP_SET: ABUTMENT
 TR0089_STAMPING: A 331 1925
 TR0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0089
 TR0089  HISTORY     - Date     Condition        Report By
 TR0089  HISTORY     - 1925     MONUMENTED       CGS
 TR0089  HISTORY     - 1973     GOOD             NGS
 TR0089  HISTORY     - 1975     GOOD             NGS
 TR0089  HISTORY     - 1989     GOOD             USPSQD
 TR0089
 TR0089                          STATION DESCRIPTION
 TR0089
 TR0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0089'2.15 MI S FROM BURLINGTON.
 TR0089'2.15 MILES SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0089'CROSSING OF FAIRHAVEN AVENUE AT BURLINGTON, IN THE TOP AND 0.7 FOOT
 TR0089'EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A STEEL TRUSS
 TR0089'BRIDGE OVER THE SKAGIT RIVER, 57 FEET NORTHWEST AND ACROSS THE TRACK
 TR0089'FROM MILEPOST 70, 5.6 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT
 TR0089'LOWER THAN THE TRACK.  SEC 8, T 34N, R 4E.  NOTE--ACCESS TO THE BENCH
 TR0089'MARK IS THROUGH A SQUARE HOLE CUT IN THE PLANK OF THE BRIDGE.
 TR0089
 TR0089                          STATION RECOVERY (1975)
 TR0089
 TR0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 TR0089'RECOVERED IN GOOD CONDITION.
 TR0089
 TR0089                          STATION RECOVERY (1989)
 TR0089
 TR0089'RECOVERY NOTE BY US POWER SQUADRON 1989 (EWF)
 TR0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0737 ***********************************************************************
 SA0737  DESIGNATION -  A 332
 SA0737  PID         -  SA0737
 SA0737  STATE/COUNTY-  WA/ADAMS
 SA0737  USGS QUAD   -  OTHELLO (1979)
 SA0737
 SA0737                         *CURRENT SURVEY CONTROL
 SA0737  ___________________________________________________________________
 SA0737* NAD 83(1986)-  46 47 49.     (N)    119 10 34.     (W)     SCALED    
 SA0737* NAVD 88     -       318.41   (+/-2cm)    1044.7    (feet)  VERTCON   
 SA0737  ___________________________________________________________________
 SA0737  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SA0737
 SA0737  VERT ORDER  -  ? (See Below)
 SA0737
 SA0737.The horizontal coordinates were scaled from a topographic map and have
 SA0737.an estimated accuracy of +/- 6 seconds.
 SA0737
 SA0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0737.The vertical order pertains to the NGVD 29 superseded value.
 SA0737
 SA0737.The geoid height was determined by GEOID03.
 SA0737
 SA0737;                    North         East    Units  Estimated Accuracy
 SA0737;SPC WA S     -   163,530.      601,060.      MT  (+/- 180 meters Scaled)
 SA0737
 SA0737                          SUPERSEDED SURVEY CONTROL
 SA0737
 SA0737  NGVD 29 (??/??/92)  317.292  (m)         1040.98   (f) ADJ UNCH    ?  
 SA0737
 SA0737.Superseded values are not recommended for survey control.
 SA0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0737.See file dsdata.txt to determine how the superseded data were derived.
 SA0737
 SA0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM339848(NAD 83)
 SA0737_MARKER: DD = SURVEY DISK
 SA0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0737_STAMPING: A 332 1938
 SA0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0737+STABILITY: SURFACE MOTION
 SA0737
 SA0737  HISTORY     - Date     Condition        Report By
 SA0737  HISTORY     - 1938     MONUMENTED       BOR
 SA0737  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA0737
 SA0737                          STATION DESCRIPTION
 SA0737
 SA0737'DESCRIBED BY US BUREAU OF RECLAMATION 1938
 SA0737'2 MI S FROM OTHELLO.
 SA0737'2 MILES SOUTH ALONG A ROAD FROM OTHELLO, ADAMS COUNTY, 10 MILES NORTH
 SA0737'OF BENCH MARK K 32, AT THE PROBABLE LOCATION OF SECTION CORNERS 9, 10,
 SA0737'16, AND 15, T. 15 N., R. 29 E., 300 FEET EAST BY NORTH OF A SMALL
 SA0737'FARMHOUSE, AND 82 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN
 SA0737'LINE WITH AN EAST-AND-WEST FENCE.  A UNITED STATES BUREAU OF
 SA0737'RECLAMATION STANDARD DISK, STAMPED A 332 1938 AND SET IN THE TOP OF A
 SA0737'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- IRRIGATION
 SA0737'DITCH AND A ROAD BUILT IN AREA.
 SA0737
 SA0737                          STATION RECOVERY (1967)
 SA0737
 SA0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0155 ***********************************************************************
 TR0155  DESIGNATION -  A 332
 TR0155  PID         -  TR0155
 TR0155  STATE/COUNTY-  WA/SNOHOMISH
 TR0155  USGS QUAD   -  STANWOOD (1978)
 TR0155
 TR0155                         *CURRENT SURVEY CONTROL
 TR0155  ___________________________________________________________________
 TR0155* NAD 83(1986)-  48 13 44.     (N)    122 19 49.     (W)     SCALED    
 TR0155* NAVD 88     -         2.473  (meters)       8.11   (feet)  ADJUSTED  
 TR0155  ___________________________________________________________________
 TR0155  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 TR0155  DYNAMIC HT  -           2.474 (meters)       8.12  (feet)  COMP
 TR0155  MODELED GRAV-     980,806.4   (mgal)                       NAVD 88
 TR0155
 TR0155  VERT ORDER  -  FIRST     CLASS I
 TR0155
 TR0155.The horizontal coordinates were scaled from a topographic map and have
 TR0155.an estimated accuracy of +/- 6 seconds.
 TR0155
 TR0155.The orthometric height was determined by differential leveling
 TR0155.and adjusted by the National Geodetic Survey in June 1991..
 TR0155
 TR0155.The geoid height was determined by GEOID03.
 TR0155
 TR0155.The dynamic height is computed by dividing the NAVD 88
 TR0155.geopotential number by the normal gravity value computed on the
 TR0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0155.degrees latitude (g = 980.6199 gals.).
 TR0155
 TR0155.The modeled gravity was interpolated from observed gravity values.
 TR0155
 TR0155;                    North         East    Units  Estimated Accuracy
 TR0155;SPC WA N     -   137,710.      388,800.      MT  (+/- 180 meters Scaled)
 TR0155
 TR0155                          SUPERSEDED SURVEY CONTROL
 TR0155
 TR0155  NGVD 29 (??/??/92)    1.337  (m)            4.39   (f) ADJ UNCH    1 1
 TR0155
 TR0155.Superseded values are not recommended for survey control.
 TR0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0155.See file dsdata.txt to determine how the superseded data were derived.
 TR0155
 TR0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU497419(NAD 83)
 TR0155_MARKER: DB = BENCH MARK DISK
 TR0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0155_STAMPING: A 332 1952
 TR0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0155+STABILITY: SURFACE MOTION
 TR0155
 TR0155  HISTORY     - Date     Condition        Report By
 TR0155  HISTORY     - 1952     MONUMENTED       CGS
 TR0155  HISTORY     - 1973     GOOD             NGS
 TR0155
 TR0155                          STATION DESCRIPTION
 TR0155
 TR0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0155'1.3 MI SE FROM STANWOOD.
 TR0155'1.3 MILES SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0155'CROSSING OF 271ST STREET NORTHWEST AT STANWOOD, 3 POLES NORTHWEST OF
 TR0155'MILEPOST 54, AT WOODEN RAILROAD TRESTLE 25 OVER CHURCH CREEK AND A
 TR0155'PRIVATE ROAD, 44.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 19 1/2 FEET
 TR0155'WEST OF THE CENTER LINE OF THE ROAD, 78 FEET NORTHWEST OF THE
 TR0155'SOUTHEAST END OF THE BRIDGE, 41.5 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 TR0155'OF THE BRIDGE, 29 FEET NORTH OF POWER POLE CF 12-1, 10 FEET NORTH OF
 TR0155'THE NORTH END OF A GATE, 3.0 FEET EAST OF A FENCE, 3.8 FEET SOUTHEAST
 TR0155'OF A FENCE POST WITH PLAQUE, SET IN THE TOP OF A CONCRETE POST
 TR0155'PROJECTING 0.4 FOOT ABOVE THE GROUND, ABOUT 13 FEET LOWER THAN THE
 TR0155'TRACK, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.  SEC 29, T 32N, R 4E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1144 ***********************************************************************
 RZ1144  DESIGNATION -  A 334
 RZ1144  PID         -  RZ1144
 RZ1144  STATE/COUNTY-  WA/GARFIELD
 RZ1144  USGS QUAD   -  POMEROY (1967)
 RZ1144
 RZ1144                         *CURRENT SURVEY CONTROL
 RZ1144  ___________________________________________________________________
 RZ1144* NAD 83(1986)-  46 28 27.     (N)    117 32 34.     (W)     SCALED    
 RZ1144* NAVD 88     -       618.524  (meters)    2029.27   (feet)  ADJUSTED  
 RZ1144  ___________________________________________________________________
 RZ1144  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 RZ1144  DYNAMIC HT  -         618.489 (meters)    2029.16  (feet)  COMP
 RZ1144  MODELED GRAV-     980,537.6   (mgal)                       NAVD 88
 RZ1144
 RZ1144  VERT ORDER  -  FIRST     CLASS I
 RZ1144
 RZ1144.The horizontal coordinates were scaled from a topographic map and have
 RZ1144.an estimated accuracy of +/- 6 seconds.
 RZ1144
 RZ1144.The orthometric height was determined by differential leveling
 RZ1144.and adjusted by the National Geodetic Survey in June 1991..
 RZ1144
 RZ1144.The geoid height was determined by GEOID03.
 RZ1144
 RZ1144.The dynamic height is computed by dividing the NAVD 88
 RZ1144.geopotential number by the normal gravity value computed on the
 RZ1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1144.degrees latitude (g = 980.6199 gals.).
 RZ1144
 RZ1144.The modeled gravity was interpolated from observed gravity values.
 RZ1144
 RZ1144;                    North         East    Units  Estimated Accuracy
 RZ1144;SPC WA S     -   131,060.      727,040.      MT  (+/- 180 meters Scaled)
 RZ1144
 RZ1144                          SUPERSEDED SURVEY CONTROL
 RZ1144
 RZ1144  NGVD 29 (??/??/92)  617.519  (m)         2025.98   (f) ADJ UNCH    1 1
 RZ1144
 RZ1144.Superseded values are not recommended for survey control.
 RZ1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1144.See file dsdata.txt to determine how the superseded data were derived.
 RZ1144
 RZ1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM583468(NAD 83)
 RZ1144_MARKER: DB = BENCH MARK DISK
 RZ1144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1144_SP_SET: CULVERT
 RZ1144_STAMPING: A 334 1952
 RZ1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1144
 RZ1144  HISTORY     - Date     Condition        Report By
 RZ1144  HISTORY     - 1952     MONUMENTED       CGS
 RZ1144  HISTORY     - 1968     GOOD             NGS
 RZ1144
 RZ1144                          STATION DESCRIPTION
 RZ1144
 RZ1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1144'2.7 MI E FROM POMEROY.
 RZ1144'2.7 MILES EAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT POMEROY,
 RZ1144'0.25 MILE EAST OF MILEPOST 406, 282 FEET WEST OF THE CENTER OF THE
 RZ1144'JUNCTION OF HUTCHENS HILL ROAD SOUTH, IN THE TOP AND 0.6 FOOT WEST OF
 RZ1144'THE EAST END OF THE NORTH CONCRETE HEADWALL OF A 36-INCH PIPE CULVERT,
 RZ1144'21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET
 RZ1144'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0721 ***********************************************************************
 RZ0721  DESIGNATION -  A 335
 RZ0721  PID         -  RZ0721
 RZ0721  STATE/COUNTY-  WA/WHITMAN
 RZ0721  USGS QUAD   -  ALMOTA (1975)
 RZ0721
 RZ0721                         *CURRENT SURVEY CONTROL
 RZ0721  ___________________________________________________________________
 RZ0721* NAD 83(1986)-  46 42 56.     (N)    117 27 58.     (W)     SCALED    
 RZ0721* NAVD 88     -       261.315  (meters)     857.33   (feet)  ADJUSTED  
 RZ0721  ___________________________________________________________________
 RZ0721  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 RZ0721  DYNAMIC HT  -         261.301 (meters)     857.28  (feet)  COMP
 RZ0721  MODELED GRAV-     980,556.0   (mgal)                       NAVD 88
 RZ0721
 RZ0721  VERT ORDER  -  SECOND    CLASS 0
 RZ0721
 RZ0721.The horizontal coordinates were scaled from a topographic map and have
 RZ0721.an estimated accuracy of +/- 6 seconds.
 RZ0721
 RZ0721.The orthometric height was determined by differential leveling
 RZ0721.and adjusted by the National Geodetic Survey in June 1991..
 RZ0721
 RZ0721.The geoid height was determined by GEOID03.
 RZ0721
 RZ0721.The dynamic height is computed by dividing the NAVD 88
 RZ0721.geopotential number by the normal gravity value computed on the
 RZ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0721.degrees latitude (g = 980.6199 gals.).
 RZ0721
 RZ0721.The modeled gravity was interpolated from observed gravity values.
 RZ0721
 RZ0721;                    North         East    Units  Estimated Accuracy
 RZ0721;SPC WA S     -   158,100.      731,890.      MT  (+/- 180 meters Scaled)
 RZ0721
 RZ0721                          SUPERSEDED SURVEY CONTROL
 RZ0721
 RZ0721  NGVD 29 (??/??/92)  260.299  (m)          854.00   (f) ADJ UNCH    2 0
 RZ0721
 RZ0721.Superseded values are not recommended for survey control.
 RZ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0721.See file dsdata.txt to determine how the superseded data were derived.
 RZ0721
 RZ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM643736(NAD 83)
 RZ0721_MARKER: DB = BENCH MARK DISK
 RZ0721_SETTING: 80 = SET IN A BOULDER
 RZ0721_SP_SET: BOULDER
 RZ0721_STAMPING: A 335 1952
 RZ0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0721+STABILITY: SURFACE MOTION
 RZ0721
 RZ0721  HISTORY     - Date     Condition        Report By
 RZ0721  HISTORY     - 1952     MONUMENTED       CGS
 RZ0721  HISTORY     - 1970     GOOD             NGS
 RZ0721
 RZ0721                          STATION DESCRIPTION
 RZ0721
 RZ0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0721'1.0 MI N FROM ALMOTA.
 RZ0721'1.0 MILE NORTH ALONG A GRAVEL ROAD FROM THE CAMAS PRAIRIE RAILROAD
 RZ0721'STATION AT ALMOTA, IN THE TOP OF A 4- X 5-FOOT BOULDER PROJECTING 2
 RZ0721'FEET ABOVE THE GROUND, 26.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 RZ0721'A WOODEN CULVERT, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 5.4
 RZ0721'FEET EAST OF A FENCE, 3.2 FEET NORTH OF THE SOUTH POINT OF THE
 RZ0721'BOULDER, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 RZ0721
 RZ0721                          STATION RECOVERY (1970)
 RZ0721
 RZ0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RZ0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0311 ***********************************************************************
 SA0311  DESIGNATION -  A 336
 SA0311  PID         -  SA0311
 SA0311  STATE/COUNTY-  WA/WALLA WALLA
 SA0311  USGS QUAD   -  WALLULA (1992)
 SA0311
 SA0311                         *CURRENT SURVEY CONTROL
 SA0311  ___________________________________________________________________
 SA0311* NAD 83(1986)-  46 04 02.     (N)    118 54 34.     (W)     SCALED    
 SA0311* NAVD 88     -       114.132  (meters)     374.45   (feet)  ADJUSTED  
 SA0311  ___________________________________________________________________
 SA0311  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SA0311  DYNAMIC HT  -         114.133 (meters)     374.45  (feet)  COMP
 SA0311  MODELED GRAV-     980,624.5   (mgal)                       NAVD 88
 SA0311
 SA0311  VERT ORDER  -  FIRST     CLASS II
 SA0311
 SA0311.The horizontal coordinates were scaled from a topographic map and have
 SA0311.an estimated accuracy of +/- 6 seconds.
 SA0311
 SA0311.The orthometric height was determined by differential leveling
 SA0311.and adjusted by the National Geodetic Survey in June 1991..
 SA0311
 SA0311.The geoid height was determined by GEOID03.
 SA0311
 SA0311.The dynamic height is computed by dividing the NAVD 88
 SA0311.geopotential number by the normal gravity value computed on the
 SA0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0311.degrees latitude (g = 980.6199 gals.).
 SA0311
 SA0311.The modeled gravity was interpolated from observed gravity values.
 SA0311
 SA0311;                    North         East    Units  Estimated Accuracy
 SA0311;SPC WA S     -    82,810.      623,050.      MT  (+/- 180 meters Scaled)
 SA0311
 SA0311                          SUPERSEDED SURVEY CONTROL
 SA0311
 SA0311  NGVD 29 (??/??/92)  113.122  (m)          371.13   (f) ADJ UNCH    1 2
 SA0311
 SA0311.Superseded values are not recommended for survey control.
 SA0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0311.See file dsdata.txt to determine how the superseded data were derived.
 SA0311
 SA0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM523032(NAD 83)
 SA0311_MARKER: DD = SURVEY DISK
 SA0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0311_STAMPING: A 336 1951
 SA0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0311+STABILITY: SURFACE MOTION
 SA0311
 SA0311  HISTORY     - Date     Condition        Report By
 SA0311  HISTORY     - 1951     MONUMENTED       DOD
 SA0311  HISTORY     - 1963     MARK NOT FOUND   USGS
 SA0311
 SA0311                          STATION DESCRIPTION
 SA0311
 SA0311'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 SA0311'0.5 MI N FROM WALLULA.
 SA0311'0.5 MILE NORTH ALONG U.S. HIGHWAY 410 FROM THE OLD CONCRETE BRIDGE
 SA0311'OVER WALLA WALLA RIVER AT WALLULA, WALLA WALLA COUNTY, 0.1 MILE
 SA0311'SOUTHWEST OF THE CONCRETE BRIDGE OVER THE NORTHERN PACIFIC RAILWAY,
 SA0311'315 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4.2 FEET NORTHEAST OF
 SA0311'A WHITE WOODEN WITNESS POST, AND 13 FEET LOWER THAN THE HIGHWAY.  A
 SA0311'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED A 336 1951 AND
 SA0311'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 SA0311'NOTE-- THE MARK WAS NOT FOUND DUE TO CONSTRUCTION OF NEW RAILROAD AND
 SA0311'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0372 ***********************************************************************
 SA0372  DESIGNATION -  A 338
 SA0372  PID         -  SA0372
 SA0372  STATE/COUNTY-  WA/WALLA WALLA
 SA0372  USGS QUAD   -  WALLULA (1992)
 SA0372
 SA0372                         *CURRENT SURVEY CONTROL
 SA0372  ___________________________________________________________________
 SA0372* NAD 83(1986)-  46 00 49.     (N)    118 57 20.     (W)     SCALED    
 SA0372* NAVD 88     -       108.013  (meters)     354.37   (feet)  ADJUSTED  
 SA0372  ___________________________________________________________________
 SA0372  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SA0372  DYNAMIC HT  -         108.012 (meters)     354.37  (feet)  COMP
 SA0372  MODELED GRAV-     980,612.7   (mgal)                       NAVD 88
 SA0372
 SA0372  VERT ORDER  -  FIRST     CLASS I
 SA0372
 SA0372.The horizontal coordinates were scaled from a topographic map and have
 SA0372.an estimated accuracy of +/- 6 seconds.
 SA0372
 SA0372.The orthometric height was determined by differential leveling
 SA0372.and adjusted by the National Geodetic Survey in June 1991..
 SA0372
 SA0372.The geoid height was determined by GEOID03.
 SA0372
 SA0372.The dynamic height is computed by dividing the NAVD 88
 SA0372.geopotential number by the normal gravity value computed on the
 SA0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0372.degrees latitude (g = 980.6199 gals.).
 SA0372
 SA0372.The modeled gravity was interpolated from observed gravity values.
 SA0372
 SA0372;                    North         East    Units  Estimated Accuracy
 SA0372;SPC WA S     -    76,780.      619,600.      MT  (+/- 180 meters Scaled)
 SA0372
 SA0372                          SUPERSEDED SURVEY CONTROL
 SA0372
 SA0372  NGVD 29 (??/??/92)  107.004  (m)          351.06   (f) ADJ UNCH    1 1
 SA0372
 SA0372.Superseded values are not recommended for survey control.
 SA0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0372.See file dsdata.txt to determine how the superseded data were derived.
 SA0372
 SA0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL486974(NAD 83)
 SA0372_MARKER: DD = SURVEY DISK
 SA0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0372_SP_SET: BRIDGE CURB
 SA0372_STAMPING: A 338 1951
 SA0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0372
 SA0372  HISTORY     - Date     Condition        Report By
 SA0372  HISTORY     - 1951     MONUMENTED       DOD
 SA0372  HISTORY     - 1968     GOOD             NGS
 SA0372  HISTORY     - 20050313 GOOD             GEOCAC
 SA0372
 SA0372                          STATION DESCRIPTION
 SA0372
 SA0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0372'4.65 MI SW FROM WALLULA JUNCTION.
 SA0372'4.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 730 FROM THE STATE TRUCK
 SA0372'SCALES AT WALLULA JUNCTION, IN R31E T6N, SECTION 8, IN THE TOP AND 1.0
 SA0372'FOOT NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE CURB OF
 SA0372'A BRIDGE OVER A WASH, 19 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 SA0372'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 SA0372
 SA0372                          STATION RECOVERY (2005)
 SA0372
 SA0372'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA0372'N46 00.846 W118 57.347
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB0711 ***********************************************************************
 RB0711  DESIGNATION -  A 339
 RB0711  PID         -  RB0711
 RB0711  STATE/COUNTY-  WA/BENTON
 RB0711  USGS QUAD   -  HAT ROCK (1993)
 RB0711
 RB0711                         *CURRENT SURVEY CONTROL
 RB0711  ___________________________________________________________________
 RB0711* NAD 83(1986)-  45 56 03.     (N)    119 11 10.     (W)     SCALED    
 RB0711* NAVD 88     -       106.128  (meters)     348.19   (feet)  ADJUSTED  
 RB0711  ___________________________________________________________________
 RB0711  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 RB0711  DYNAMIC HT  -         106.127 (meters)     348.19  (feet)  COMP
 RB0711  MODELED GRAV-     980,607.1   (mgal)                       NAVD 88
 RB0711
 RB0711  VERT ORDER  -  FIRST     CLASS II
 RB0711
 RB0711.The horizontal coordinates were scaled from a topographic map and have
 RB0711.an estimated accuracy of +/- 6 seconds.
 RB0711
 RB0711.The orthometric height was determined by differential leveling
 RB0711.and adjusted by the National Geodetic Survey in June 1991..
 RB0711
 RB0711.The geoid height was determined by GEOID03.
 RB0711
 RB0711.The dynamic height is computed by dividing the NAVD 88
 RB0711.geopotential number by the normal gravity value computed on the
 RB0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0711.degrees latitude (g = 980.6199 gals.).
 RB0711
 RB0711.The modeled gravity was interpolated from observed gravity values.
 RB0711
 RB0711;                    North         East    Units  Estimated Accuracy
 RB0711;SPC WA S     -    67,630.      601,890.      MT  (+/- 180 meters Scaled)
 RB0711
 RB0711                          SUPERSEDED SURVEY CONTROL
 RB0711
 RB0711  NGVD 29 (??/??/92)  105.126  (m)          344.90   (f) ADJ UNCH    1 2
 RB0711
 RB0711.Superseded values are not recommended for survey control.
 RB0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0711.See file dsdata.txt to determine how the superseded data were derived.
 RB0711
 RB0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL305890(NAD 83)
 RB0711_MARKER: DD = SURVEY DISK
 RB0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0711_SP_SET: CULVERT
 RB0711_STAMPING: A 339
 RB0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0711
 RB0711  HISTORY     - Date     Condition        Report By
 RB0711  HISTORY     - UNK      MONUMENTED       DOD
 RB0711  HISTORY     - 1951     GOOD             NGS
 RB0711  HISTORY     - 1956     GOOD             NGS
 RB0711
 RB0711                          STATION DESCRIPTION
 RB0711
 RB0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0711'1.6 MI W FROM BERRIAN.
 RB0711'1.6 MILES WEST ALONG THE REALIGNED SPOKANE, PORTLAND AND SEATTLE
 RB0711'RAILWAY FROM BERRIAN, BENTON COUNTY, AT 48-INCH CONCRETE-PIPE CULVERT
 RB0711'201.03, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL, 24
 RB0711'FEET NORTH OF THE NORTH RAIL, AND ABOUT 8 FEET LOWER THAN THE TRACK. A
 RB0711'CORPS OF ENGINEERS U.S. ARMY, STANDARD DISK, STAMPED A 339.
 RB0711
 RB0711                          STATION RECOVERY (1956)
 RB0711
 RB0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RB0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB0692 ***********************************************************************
 RB0692  DESIGNATION -  A 340
 RB0692  PID         -  RB0692
 RB0692  STATE/COUNTY-  WA/BENTON
 RB0692  USGS QUAD   -  UMATILLA (1993)
 RB0692
 RB0692                         *CURRENT SURVEY CONTROL
 RB0692  ___________________________________________________________________
 RB0692* NAD 83(1986)-  45 56 25.     (N)    119 17 58.     (W)     SCALED    
 RB0692* NAVD 88     -       107.675  (meters)     353.26   (feet)  ADJUSTED  
 RB0692  ___________________________________________________________________
 RB0692  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 RB0692  DYNAMIC HT  -         107.676 (meters)     353.27  (feet)  COMP
 RB0692  MODELED GRAV-     980,621.3   (mgal)                       NAVD 88
 RB0692
 RB0692  VERT ORDER  -  FIRST     CLASS II
 RB0692
 RB0692.The horizontal coordinates were scaled from a topographic map and have
 RB0692.an estimated accuracy of +/- 6 seconds.
 RB0692
 RB0692.The orthometric height was determined by differential leveling
 RB0692.and adjusted by the National Geodetic Survey in June 1991..
 RB0692
 RB0692.The geoid height was determined by GEOID03.
 RB0692
 RB0692.The dynamic height is computed by dividing the NAVD 88
 RB0692.geopotential number by the normal gravity value computed on the
 RB0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0692.degrees latitude (g = 980.6199 gals.).
 RB0692
 RB0692.The modeled gravity was interpolated from observed gravity values.
 RB0692
 RB0692;                    North         East    Units  Estimated Accuracy
 RB0692;SPC WA S     -    68,170.      593,090.      MT  (+/- 180 meters Scaled)
 RB0692
 RB0692                          SUPERSEDED SURVEY CONTROL
 RB0692
 RB0692  NGVD 29 (??/??/92)  106.674  (m)          349.98   (f) ADJ UNCH    1 2
 RB0692
 RB0692.Superseded values are not recommended for survey control.
 RB0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0692.See file dsdata.txt to determine how the superseded data were derived.
 RB0692
 RB0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL217899(NAD 83)
 RB0692_MARKER: DB = BENCH MARK DISK
 RB0692_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RB0692_SP_SET: DRILL HOLE IN WALL
 RB0692_STAMPING: A 340 1951
 RB0692_MARK LOGO: CGS   
 RB0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB0692+STABILITY: POSITION/ELEVATION WELL
 RB0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RB0692+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1989
 RB0692
 RB0692  HISTORY     - Date     Condition        Report By
 RB0692  HISTORY     - 1941     MONUMENTED       CGS
 RB0692  HISTORY     - 19891115 GOOD             NGS
 RB0692
 RB0692                          STATION DESCRIPTION
 RB0692
 RB0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 RB0692'IN MCNARY DAM.
 RB0692'AT MCNARY DAM, BENTON COUNTY, AT THE NAVIGATION LOCK CONTROL TOWER, IN
 RB0692'THE SOUTH FACE OF THE SOUTHWEST CORNER OF THE TOWER, AND 20 FEET ABOVE
 RB0692'THE CONCRETE WALK.  A STANDARD DISK, STAMPED A 340 1941 AND SET
 RB0692'VERTICALLY.  NOTE-- THIS BENCH MARK IS ALSO 0.9 MILE EAST OF BENCH
 RB0692'MARK.
 RB0692
 RB0692                          STATION RECOVERY (1989)
 RB0692
 RB0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RB0692'THE STATION IS LOCATED ABOUT 51.5 KM (32.0 MI) WEST-SOUTHWEST OF
 RB0692'TOUCHET, 48.3 KM (30.0 MI) EAST OF ALDERDALE, 45.11 KM (28.03 MI)
 RB0692'SOUTHEAST OF PROSSER, 11.3 KM (7.0 MI) NORTH OF HERMISTON AND AT THE
 RB0692'VISITORS CENTER OF THE MCNARY DAM OPERATED BY THE US ARMY CORPS OF
 RB0692'ENGINEERS.
 RB0692'TO REACH FROM THE POST OFFICE IN PLYMOUTH, GO NORTH FOR 0.97 KM
 RB0692'(0.60 MI) TO THE JUNCTION OF STATE ROUTE 14.  TURN RIGHT AND GO EAST
 RB0692'ON STATE ROUTE 14 FOR 1.29 KM (0.80 MI) TO THE OVERPASS OF INTERSTATE
 RB0692'HIGHWAY82.  C0NTINUE EASTERLY ON THE SURFACED ROAD FOR 2.25 KM
 RB0692'(1.40 MI) TO A RAILROAD OVERPASS.  CONTINUE EASTERLY ON THE SURFACED
 RB0692'ROAD FOR 0.64 KM (0.40 MI) TO THE BOAT LAUNCH RAMP.  TURN RIGHT AND
 RB0692'GO SOUTH FOR 0.24 KM (0.15 MI) PASSING THROUGH A GATE TO THE VISITORS
 RB0692'CENTER AND THE STATION.
 RB0692'THE MARK IS SET IN A DRILL HOLE IN THE WALL OF THE VISITORS CENTER.
 RB0692'IT IS AT THE SOUTHWEST CORNER OF THE BUILDING AND 0.6 M (2.0 FT)
 RB0692'ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0221 ***********************************************************************
 SA0221  DESIGNATION -  A 341
 SA0221  PID         -  SA0221
 SA0221  STATE/COUNTY-  WA/WALLA WALLA
 SA0221  USGS QUAD   -  PRESCOTT (1967)
 SA0221
 SA0221                         *CURRENT SURVEY CONTROL
 SA0221  ___________________________________________________________________
 SA0221* NAD 83(1986)-  46 17 55.     (N)    118 21 01.     (W)     SCALED    
 SA0221* NAVD 88     -       306.161  (meters)    1004.46   (feet)  ADJUSTED  
 SA0221  ___________________________________________________________________
 SA0221  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SA0221  DYNAMIC HT  -         306.152 (meters)    1004.43  (feet)  COMP
 SA0221  MODELED GRAV-     980,576.1   (mgal)                       NAVD 88
 SA0221
 SA0221  VERT ORDER  -  SECOND    CLASS 0
 SA0221
 SA0221.The horizontal coordinates were scaled from a topographic map and have
 SA0221.an estimated accuracy of +/- 6 seconds.
 SA0221
 SA0221.The orthometric height was determined by differential leveling
 SA0221.and adjusted by the National Geodetic Survey in June 1991..
 SA0221
 SA0221.The geoid height was determined by GEOID03.
 SA0221
 SA0221.The dynamic height is computed by dividing the NAVD 88
 SA0221.geopotential number by the normal gravity value computed on the
 SA0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0221.degrees latitude (g = 980.6199 gals.).
 SA0221
 SA0221.The modeled gravity was interpolated from observed gravity values.
 SA0221
 SA0221;                    North         East    Units  Estimated Accuracy
 SA0221;SPC WA S     -   109,550.      665,590.      MT  (+/- 180 meters Scaled)
 SA0221
 SA0221                          SUPERSEDED SURVEY CONTROL
 SA0221
 SA0221  NGVD 29 (??/??/92)  305.194  (m)         1001.29   (f) ADJ UNCH    2 0
 SA0221
 SA0221.Superseded values are not recommended for survey control.
 SA0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0221.See file dsdata.txt to determine how the superseded data were derived.
 SA0221
 SA0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM960281(NAD 83)
 SA0221_MARKER: DB = BENCH MARK DISK
 SA0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0221_STAMPING: A 341 1952
 SA0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0221+STABILITY: SURFACE MOTION
 SA0221
 SA0221  HISTORY     - Date     Condition        Report By
 SA0221  HISTORY     - 1952     MONUMENTED       CGS
 SA0221  HISTORY     - 1983     GOOD             NGS
 SA0221  HISTORY     - 20040307 GOOD             GEOCAC
 SA0221
 SA0221                          STATION DESCRIPTION
 SA0221
 SA0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SA0221'1.7 MI W FROM PRESCOTT.
 SA0221'1.3 MILES WEST ALONG STATE HIGHWAY 3 E FROM THE POST OFFICE AT
 SA0221'PRESCOTT, THENCE 0.4 MILE WEST ALONG STATE HIGHWAY 3 D, AT THE T
 SA0221'JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO A GROUP OF FARM BUILDINGS,
 SA0221'33 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19 1/2 FEET WEST
 SA0221'OF THE CENTER LINE OF THE ROAD, 12.0 FEET SOUTHWEST OF THE WEST END OF
 SA0221'A 12-INCH CONCRETE PIPE CULVERT, 3 1/2 FEET SOUTHEAST OF A TELEPHONE
 SA0221'POLE, 1 1/2 FEET SOUTHEAST OF A FENCE CORNER POST, 1.7 FEET SOUTHWEST
 SA0221'OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 SA0221'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SA0221
 SA0221                          STATION RECOVERY (1983)
 SA0221
 SA0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SA0221'0.08 KM (0.05 MI) NORTH OF THE POST OFFICE IN PRESCOTT THENCE 2.74 KM
 SA0221'(1.7 MI) WEST ALONG STATE HIGHWAY 124 TO THE MARK ON THE LEFT AT A
 SA0221'DRIVEWAY SOUTH. 48 M (15 FT) SOUTH OF THE CENTER OF THE HIGHWAY 47 M
 SA0221'(154 FT) NORTHWEST OF A POWER POLE 36.5 M (120 FT) SOUTH OF A CULVERT
 SA0221'1.1 M (3 FT) SOUTHEAST OF A TELEPHONE BOX.
 SA0221
 SA0221                          STATION RECOVERY (2004)
 SA0221
 SA0221'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0010 ***********************************************************************
 SA0010  DESIGNATION -  A 342
 SA0010  PID         -  SA0010
 SA0010  STATE/COUNTY-  WA/COLUMBIA
 SA0010  USGS QUAD   -  STARBUCK WEST (1981)
 SA0010
 SA0010                         *CURRENT SURVEY CONTROL
 SA0010  ___________________________________________________________________
 SA0010* NAD 83(1986)-  46 31 39.     (N)    118 08 18.     (W)     SCALED    
 SA0010* NAVD 88     -       191.474  (meters)     628.19   (feet)  ADJUSTED  
 SA0010  ___________________________________________________________________
 SA0010  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 SA0010  DYNAMIC HT  -         191.477 (meters)     628.20  (feet)  COMP
 SA0010  MODELED GRAV-     980,629.1   (mgal)                       NAVD 88
 SA0010
 SA0010  VERT ORDER  -  SECOND    CLASS 0
 SA0010
 SA0010.The horizontal coordinates were scaled from a topographic map and have
 SA0010.an estimated accuracy of +/- 6 seconds.
 SA0010
 SA0010.The orthometric height was determined by differential leveling
 SA0010.and adjusted by the National Geodetic Survey in June 1991..
 SA0010
 SA0010.The geoid height was determined by GEOID03.
 SA0010
 SA0010.The dynamic height is computed by dividing the NAVD 88
 SA0010.geopotential number by the normal gravity value computed on the
 SA0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0010.degrees latitude (g = 980.6199 gals.).
 SA0010
 SA0010.The modeled gravity was interpolated from observed gravity values.
 SA0010
 SA0010;                    North         East    Units  Estimated Accuracy
 SA0010;SPC WA S     -   135,440.      681,150.      MT  (+/- 180 meters Scaled)
 SA0010
 SA0010                          SUPERSEDED SURVEY CONTROL
 SA0010
 SA0010  NGVD 29 (??/??/92)  190.537  (m)          625.12   (f) ADJ UNCH    2 0
 SA0010
 SA0010.Superseded values are not recommended for survey control.
 SA0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0010.See file dsdata.txt to determine how the superseded data were derived.
 SA0010
 SA0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM126532(NAD 83)
 SA0010_MARKER: DB = BENCH MARK DISK
 SA0010_SETTING: 66 = SET IN ROCK OUTCROP
 SA0010_SP_SET: OUTCROP
 SA0010_STAMPING: A 342 1952
 SA0010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0010+STABILITY: POSITION/ELEVATION WELL
 SA0010
 SA0010  HISTORY     - Date     Condition        Report By
 SA0010  HISTORY     - 1952     MONUMENTED       CGS
 SA0010  HISTORY     - 20040902 MARK NOT FOUND   USPSQD
 SA0010
 SA0010                          STATION DESCRIPTION
 SA0010
 SA0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SA0010'0.8 MI NW FROM STARBUCK.
 SA0010'0.8 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE UNION PACIFIC RAILROAD
 SA0010'STATION AT STARBUCK, 2 1/2 POLES EAST OF MILE POLE 3, IN THE TOP OF A
 SA0010'LEDGE OF A LARGE BROWN OUTCROP AT THE SOUTH BASE OF A HILL, 59 FEET
 SA0010'NORTHEAST OF THE CENTER LINE OF THE ROAD, 34.0 FEET SOUTHEAST OF THE
 SA0010'WESTERN MOST POINT OF THE OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE
 SA0010'ROAD.
 SA0010
 SA0010                          STATION RECOVERY (2004)
 SA0010
 SA0010'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 SA0010'SHOULD BE CONSIDERED LOST.  LITTLE BOOSE DAM ROAD FROM STARBUCK WAS
 SA0010'WIDENED REMOVING MUCH OF THE HILL WHERE THE MARK WAS POSITIONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0443 ***********************************************************************
 TR0443  DESIGNATION -  A 344
 TR0443  PID         -  TR0443
 TR0443  STATE/COUNTY-  WA/ISLAND
 TR0443  USGS QUAD   -  OAK HARBOR (1973)
 TR0443
 TR0443                         *CURRENT SURVEY CONTROL
 TR0443  ___________________________________________________________________
 TR0443* NAD 83(1986)-  48 16 52.     (N)    122 37 44.     (W)     SCALED    
 TR0443* NAVD 88     -        27.577  (meters)      90.48   (feet)  ADJUSTED  
 TR0443  ___________________________________________________________________
 TR0443  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 TR0443  DYNAMIC HT  -          27.583 (meters)      90.50  (feet)  COMP
 TR0443  MODELED GRAV-     980,837.7   (mgal)                       NAVD 88
 TR0443
 TR0443  VERT ORDER  -  FIRST     CLASS II
 TR0443
 TR0443.This mark is at Oak Harbor Air Park  (76S)
 TR0443
 TR0443.The horizontal coordinates were scaled from a topographic map and have
 TR0443.an estimated accuracy of +/- 6 seconds.
 TR0443
 TR0443.The orthometric height was determined by differential leveling
 TR0443.and adjusted by the National Geodetic Survey in June 1991..
 TR0443
 TR0443.The geoid height was determined by GEOID03.
 TR0443
 TR0443.The dynamic height is computed by dividing the NAVD 88
 TR0443.geopotential number by the normal gravity value computed on the
 TR0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0443.degrees latitude (g = 980.6199 gals.).
 TR0443
 TR0443.The modeled gravity was interpolated from observed gravity values.
 TR0443
 TR0443;                    North         East    Units  Estimated Accuracy
 TR0443;SPC WA N     -   143,990.      366,760.      MT  (+/- 180 meters Scaled)
 TR0443
 TR0443                          SUPERSEDED SURVEY CONTROL
 TR0443
 TR0443  NGVD 29 (??/??/92)   26.432  (m)           86.72   (f) ADJ UNCH    1 2
 TR0443
 TR0443.Superseded values are not recommended for survey control.
 TR0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0443.See file dsdata.txt to determine how the superseded data were derived.
 TR0443
 TR0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU275476(NAD 83)
 TR0443_MARKER: DB = BENCH MARK DISK
 TR0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0443_SP_SET: MANHOLE
 TR0443_STAMPING: A 344 1952
 TR0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0443
 TR0443  HISTORY     - Date     Condition        Report By
 TR0443  HISTORY     - 1952     MONUMENTED       CGS
 TR0443
 TR0443                          STATION DESCRIPTION
 TR0443
 TR0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TR0443'1.5 MI SE FROM OAK HARBOR.
 TR0443'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0443'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0443'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.25 MILE SOUTH
 TR0443'ALONG CORAL SEA AVENUE, THENCE 0.2 MILE SOUTHEAST ALONG THE SOUTHEAST
 TR0443'FORK OF CORAL SEA AVENUE, THENCE 0.1 MILE EAST ALONG TOWER ROAD, 8.5
 TR0443'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONTROL TOWER OF THE
 TR0443'SEAPLANE BASE, IN THE TOP OF THE WEST EDGE OF A 5- BY 5-FOOT MANHOLE
 TR0443'WITH A 2 1/2- BY 2 1/2-FOOT STEEL COVER, AND ABOUT 1 FOOT ABOVE THE
 TR0443'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0677 ***********************************************************************
 RZ0677  DESIGNATION -  A 345
 RZ0677  PID         -  RZ0677
 RZ0677  STATE/COUNTY-  WA/WHITMAN
 RZ0677  USGS QUAD   -  COLTON (1975)
 RZ0677
 RZ0677                         *CURRENT SURVEY CONTROL
 RZ0677  ___________________________________________________________________
 RZ0677* NAD 83(1986)-  46 35 26.     (N)    117 11 26.     (W)     SCALED    
 RZ0677* NAVD 88     -       768.375  (meters)    2520.91   (feet)  ADJUSTED  
 RZ0677  ___________________________________________________________________
 RZ0677  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 RZ0677  DYNAMIC HT  -         768.312 (meters)    2520.70  (feet)  COMP
 RZ0677  MODELED GRAV-     980,505.7   (mgal)                       NAVD 88
 RZ0677
 RZ0677  VERT ORDER  -  SECOND    CLASS 0
 RZ0677
 RZ0677.The horizontal coordinates were scaled from a topographic map and have
 RZ0677.an estimated accuracy of +/- 6 seconds.
 RZ0677
 RZ0677.The orthometric height was determined by differential leveling
 RZ0677.and adjusted by the National Geodetic Survey in June 1991..
 RZ0677
 RZ0677.The geoid height was determined by GEOID03.
 RZ0677
 RZ0677.The dynamic height is computed by dividing the NAVD 88
 RZ0677.geopotential number by the normal gravity value computed on the
 RZ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0677.degrees latitude (g = 980.6199 gals.).
 RZ0677
 RZ0677.The modeled gravity was interpolated from observed gravity values.
 RZ0677
 RZ0677;                    North         East    Units  Estimated Accuracy
 RZ0677;SPC WA S     -   145,060.      753,520.      MT  (+/- 180 meters Scaled)
 RZ0677
 RZ0677                          SUPERSEDED SURVEY CONTROL
 RZ0677
 RZ0677  NGVD 29 (??/??/92)  767.306  (m)         2517.40   (f) ADJ UNCH    2 0
 RZ0677
 RZ0677.Superseded values are not recommended for survey control.
 RZ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0677.See file dsdata.txt to determine how the superseded data were derived.
 RZ0677
 RZ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM854596(NAD 83)
 RZ0677_MARKER: DB = BENCH MARK DISK
 RZ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0677_STAMPING: A 345 1952
 RZ0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0677+STABILITY: SURFACE MOTION
 RZ0677
 RZ0677  HISTORY     - Date     Condition        Report By
 RZ0677  HISTORY     - 1952     MONUMENTED       CGS
 RZ0677
 RZ0677                          STATION DESCRIPTION
 RZ0677
 RZ0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0677'3.6 MI NW FROM COLTON.
 RZ0677'0.8 MILE NORTHWEST ALONG U. S. HIGHWAY 195 FROM THE SECURITY STATE
 RZ0677'BANK AT COLTON, THENCE 2.8 MILES NORTHWEST ALONG A GRAVEL ROAD, 72
 RZ0677'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A TRIANGLE FORMED BY THE Y
 RZ0677'JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST, 37 FEET NORTHEAST OF THE
 RZ0677'CENTER LINE OF THE ROAD, 15 FEET NORTHWEST OF A FENCE CORNER POST, 1.6
 RZ0677'FEET SOUTHWEST OF A FENCE, 1.6 FEET NORTH OF A WITNESS POST, ABOUT
 RZ0677'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RZ0677'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0572 ***********************************************************************
 SA0572  DESIGNATION -  A 35
 SA0572  PID         -  SA0572
 SA0572  STATE/COUNTY-  WA/FRANKLIN
 SA0572  USGS QUAD   -  CONNELL (1970)
 SA0572
 SA0572                         *CURRENT SURVEY CONTROL
 SA0572  ___________________________________________________________________
 SA0572* NAD 83(1986)-  46 42 02.     (N)    118 52 33.     (W)     SCALED    
 SA0572* NAVD 88     -       267.925  (meters)     879.02   (feet)  ADJUSTED  
 SA0572  ___________________________________________________________________
 SA0572  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 SA0572  DYNAMIC HT  -         267.932 (meters)     879.04  (feet)  COMP
 SA0572  MODELED GRAV-     980,635.3   (mgal)                       NAVD 88
 SA0572
 SA0572  VERT ORDER  -  FIRST     CLASS II
 SA0572
 SA0572.The horizontal coordinates were scaled from a topographic map and have
 SA0572.an estimated accuracy of +/- 6 seconds.
 SA0572
 SA0572.The orthometric height was determined by differential leveling
 SA0572.and adjusted by the National Geodetic Survey in June 1991..
 SA0572
 SA0572.The geoid height was determined by GEOID03.
 SA0572
 SA0572.The dynamic height is computed by dividing the NAVD 88
 SA0572.geopotential number by the normal gravity value computed on the
 SA0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0572.degrees latitude (g = 980.6199 gals.).
 SA0572
 SA0572.The modeled gravity was interpolated from observed gravity values.
 SA0572
 SA0572;                    North         East    Units  Estimated Accuracy
 SA0572;SPC WA S     -   153,250.      624,200.      MT  (+/- 180 meters Scaled)
 SA0572
 SA0572                          SUPERSEDED SURVEY CONTROL
 SA0572
 SA0572  NGVD 29 (??/??/92)  266.836  (m)          875.44   (f) ADJ UNCH    1 2
 SA0572
 SA0572.Superseded values are not recommended for survey control.
 SA0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0572.See file dsdata.txt to determine how the superseded data were derived.
 SA0572
 SA0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM565735(NAD 83)
 SA0572_MARKER: DB = BENCH MARK DISK
 SA0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0572_SP_SET: ABUTMENT
 SA0572_STAMPING: A 35 1933
 SA0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0572
 SA0572  HISTORY     - Date     Condition        Report By
 SA0572  HISTORY     - 1933     MONUMENTED       CGS
 SA0572  HISTORY     - 1944     GOOD             NGS
 SA0572
 SA0572                          STATION DESCRIPTION
 SA0572
 SA0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SA0572'2.7 MI N FROM CONNELL.
 SA0572'2.7 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SA0572'CONNELL, FRANKLIN COUNTY, ABOUT 0.4 MILE SOUTH OF MILEPOST 107, AT
 SA0572'BRIDGE 107, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT, 4 FEET
 SA0572'WEST OF THE WEST RAIL, AND ABOUT 8 INCHES LOWER THAN THE TRACK.  A
 SA0572'STANDARD DISK, STAMPED A 35 1933.
 SA0572
 SA0572                          STATION RECOVERY (1944)
 SA0572
 SA0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 SA0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0434 ***********************************************************************
 SA0434  DESIGNATION -  A 35 + 70.44
 SA0434  PID         -  SA0434
 SA0434  STATE/COUNTY-  WA/FRANKLIN
 SA0434  USGS QUAD   -  LEVEY SW (1991)
 SA0434
 SA0434                         *CURRENT SURVEY CONTROL
 SA0434  ___________________________________________________________________
 SA0434* NAD 83(1986)-  46 15 13.     (N)    118 52 51.     (W)     SCALED    
 SA0434* NAVD 88     -       145.099  (meters)     476.05   (feet)  ADJUSTED  
 SA0434  ___________________________________________________________________
 SA0434  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SA0434  DYNAMIC HT  -         145.100 (meters)     476.05  (feet)  COMP
 SA0434  MODELED GRAV-     980,622.7   (mgal)                       NAVD 88
 SA0434
 SA0434  VERT ORDER  -  SECOND    CLASS 0
 SA0434
 SA0434.The horizontal coordinates were scaled from a topographic map and have
 SA0434.an estimated accuracy of +/- 6 seconds.
 SA0434
 SA0434.The orthometric height was determined by differential leveling
 SA0434.and adjusted by the National Geodetic Survey in June 1991..
 SA0434
 SA0434.The geoid height was determined by GEOID03.
 SA0434
 SA0434.The dynamic height is computed by dividing the NAVD 88
 SA0434.geopotential number by the normal gravity value computed on the
 SA0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0434.degrees latitude (g = 980.6199 gals.).
 SA0434
 SA0434.The modeled gravity was interpolated from observed gravity values.
 SA0434
 SA0434;                    North         East    Units  Estimated Accuracy
 SA0434;SPC WA S     -   103,570.      624,830.      MT  (+/- 180 meters Scaled)
 SA0434
 SA0434                          SUPERSEDED SURVEY CONTROL
 SA0434
 SA0434  NGVD 29 (??/??/92)  144.073  (m)          472.68   (f) ADJ UNCH    2 0
 SA0434
 SA0434.Superseded values are not recommended for survey control.
 SA0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0434.See file dsdata.txt to determine how the superseded data were derived.
 SA0434
 SA0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM550239(NAD 83)
 SA0434_MARKER: DD = SURVEY DISK
 SA0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0434_STAMPING: A 35 + 70.44 1949
 SA0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0434+STABILITY: SURFACE MOTION
 SA0434
 SA0434  HISTORY     - Date     Condition        Report By
 SA0434  HISTORY     - 1949     MONUMENTED       DOD
 SA0434  HISTORY     - 1961     GOOD             NGS
 SA0434
 SA0434                          STATION DESCRIPTION
 SA0434
 SA0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0434'11.2 MI NE FROM PASCO.
 SA0434'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 SA0434'PASCO, THENCE 7.55 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND
 SA0434'SEATTLE RAILWAY, ON THE TOP OF A RIDGE, SURROUNDED BY 4 WHITE 2 BY
 SA0434'4-INCH WOODEN POST, 259 FEET NORTHWEST OF THE NORTHWEST RAIL, 164 FEET
 SA0434'NORTH OF A TELEPHONE POLE, ABOUT 20 FEET HIGHER THAN THE TRACK, AND
 SA0434'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 SA0434'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0991 ***********************************************************************
 SY0991  DESIGNATION -  A 351
 SY0991  PID         -  SY0991
 SY0991  STATE/COUNTY-  WA/KITSAP
 SY0991  USGS QUAD   -  POULSBO (1981)
 SY0991
 SY0991                         *CURRENT SURVEY CONTROL
 SY0991  ___________________________________________________________________
 SY0991* NAD 83(1986)-  47 43 59.     (N)    122 38 15.     (W)     SCALED    
 SY0991* NAVD 88     -        41.569  (meters)     136.38   (feet)  POSTED    
 SY0991  ___________________________________________________________________
 SY0991  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SY0991  DYNAMIC HT  -          41.580 (meters)     136.42  (feet)  COMP
 SY0991  MODELED GRAV-     980,790.4   (mgal)                       NAVD 88
 SY0991
 SY0991  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0991
 SY0991.The horizontal coordinates were scaled from a topographic map and have
 SY0991.an estimated accuracy of +/- 6 seconds.
 SY0991
 SY0991.The orthometric height was determined by differential leveling
 SY0991.and adjusted by the National Geodetic Survey in 1992..
 SY0991.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0991.rate of 0.0 thru 1.0 mm/km.
 SY0991
 SY0991.The geoid height was determined by GEOID03.
 SY0991
 SY0991.The dynamic height is computed by dividing the NAVD 88
 SY0991.geopotential number by the normal gravity value computed on the
 SY0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0991.degrees latitude (g = 980.6199 gals.).
 SY0991
 SY0991.The modeled gravity was interpolated from observed gravity values.
 SY0991
 SY0991;                    North         East    Units  Estimated Accuracy
 SY0991;SPC WA N     -    83,090.      364,690.      MT  (+/- 180 meters Scaled)
 SY0991
 SY0991                          SUPERSEDED SURVEY CONTROL
 SY0991
 SY0991  NGVD 29 (??/??/??)   40.500  (m)          132.87   (f) ADJUSTED    1 2
 SY0991
 SY0991.Superseded values are not recommended for survey control.
 SY0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0991.See file dsdata.txt to determine how the superseded data were derived.
 SY0991
 SY0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET271866(NAD 83)
 SY0991_MARKER: DB = BENCH MARK DISK
 SY0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0991_STAMPING: A 351 1956
 SY0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0991+STABILITY: SURFACE MOTION
 SY0991
 SY0991  HISTORY     - Date     Condition        Report By
 SY0991  HISTORY     - 1956     MONUMENTED       CGS
 SY0991  HISTORY     - 20010806 GOOD             NGS
 SY0991  HISTORY     - 20010815 GOOD             NGS
 SY0991  HISTORY     - 20020422 MARK NOT FOUND   USPSQD
 SY0991  HISTORY     - 20051020 MARK NOT FOUND   USPSQD
 SY0991  HISTORY     - 20051120 GOOD             USPSQD
 SY0991
 SY0991                          STATION DESCRIPTION
 SY0991
 SY0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0991'IN POULSBO.
 SY0991'0.1 MILE SOUTH ALONG 5TH AVENUE FROM THE POULSBO GRADE SCHOOL, THENCE
 SY0991'0.05 MILE EAST ALONG HOSTMARK STREET, IN R1E T26N S23, AT THE
 SY0991'INTERSECTION OF HOSTMARK STREET AND STATE HIGHWAY 21A, 81.4 FEET
 SY0991'NORTHEAST OF THE NORTHEAST CORNER OF THE POULSBO PLUMBING AND ELECTRIC
 SY0991'BUILDING, 69 1/2 FEET SOUTH OF THE CENTER LINE OF THE STREET, 67 1/2
 SY0991'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 26 1/2 FEET EAST OF THE
 SY0991'CENTER LINE OF A PAVED DRIVEWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 SY0991'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 SY0991
 SY0991                          STATION RECOVERY (2001)
 SY0991
 SY0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY0991'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY0991
 SY0991                          STATION RECOVERY (2001)
 SY0991
 SY0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY0991'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY0991
 SY0991                          STATION RECOVERY (2002)
 SY0991
 SY0991'RECOVERY NOTE BY US POWER SQUADRON 2002 (HS)
 SY0991'BELIEVED DESTROYED BY CONSTRUCTION ON NEW STREETS. STREET WIDENED TO 4
 SY0991'LANE AND REPAVED SINCE 1956 RECOVERY.  NEAR INTERSECTION OF HWY 305
 SY0991'AND NE HOSTMARK ST.
 SY0991
 SY0991                          STATION RECOVERY (2005)
 SY0991
 SY0991'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY0991'MARK NOT FOUND.
 SY0991
 SY0991                          STATION RECOVERY (2005)
 SY0991
 SY0991'RECOVERY NOTE BY US POWER SQUADRON 2005
 SY0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0438 ***********************************************************************
 SY0438  DESIGNATION -  A 352 RESET 1958
 SY0438  PID         -  SY0438
 SY0438  STATE/COUNTY-  WA/KING
 SY0438  USGS QUAD   -  TACOMA NORTH (1994)
 SY0438
 SY0438                         *CURRENT SURVEY CONTROL
 SY0438  ___________________________________________________________________
 SY0438* NAD 83(1986)-  47 30 30.     (N)    122 27 49.     (W)     SCALED    
 SY0438* NAVD 88     -         4.950  (meters)      16.24   (feet)  POSTED    
 SY0438  ___________________________________________________________________
 SY0438  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 SY0438  DYNAMIC HT  -           4.950 (meters)      16.24  (feet)  COMP
 SY0438  MODELED GRAV-     980,795.2   (mgal)                       NAVD 88
 SY0438
 SY0438  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0438
 SY0438.The horizontal coordinates were scaled from a topographic map and have
 SY0438.an estimated accuracy of +/- 6 seconds.
 SY0438
 SY0438.The orthometric height was determined by differential leveling
 SY0438.and adjusted by the National Geodetic Survey in 1992..
 SY0438.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0438.rate of 0.0 thru 1.0 mm/km.
 SY0438
 SY0438.The geoid height was determined by GEOID03.
 SY0438
 SY0438.The dynamic height is computed by dividing the NAVD 88
 SY0438.geopotential number by the normal gravity value computed on the
 SY0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0438.degrees latitude (g = 980.6199 gals.).
 SY0438
 SY0438.The modeled gravity was interpolated from observed gravity values.
 SY0438
 SY0438;                    North         East    Units  Estimated Accuracy
 SY0438;SPC WA N     -    57,820.      377,200.      MT  (+/- 180 meters Scaled)
 SY0438
 SY0438                          SUPERSEDED SURVEY CONTROL
 SY0438
 SY0438  NGVD 29 (??/??/??)    3.899  (m)           12.79   (f) ADJUSTED    1 2
 SY0438
 SY0438.Superseded values are not recommended for survey control.
 SY0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0438.See file dsdata.txt to determine how the superseded data were derived.
 SY0438
 SY0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET403617(NAD 83)
 SY0438_MARKER: DB = BENCH MARK DISK
 SY0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0438_SP_SET: BASE
 SY0438_STAMPING: A 352 RESET 1958
 SY0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0438
 SY0438  HISTORY     - Date     Condition        Report By
 SY0438  HISTORY     - 1958     MONUMENTED       CGS
 SY0438  HISTORY     - 1959     GOOD             CGS
 SY0438  HISTORY     - 1978     MARK NOT FOUND   USGS
 SY0438  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY0438
 SY0438                          STATION DESCRIPTION
 SY0438
 SY0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0438'4.6 MI N FROM VASHON.
 SY0438'4.6 MILES NORTH ALONG A PAVED ROAD FROM THE VASHON ISLAND BRANCH OF
 SY0438'THE PEOPLES NATIONAL BANK OF WASHINGTON AT VASHON, IN R 3 E, T 23 N, S
 SY0438'6, AT THE VASHON FERRY SLIP, IN THE TOP OF THE EXTENSION OF THE
 SY0438'CONCRETE BASE FOR A CONCRETE RETAINING WALL, 30 FEET EAST OF THE
 SY0438'CENTER LINE OF THE ROAD, 123.0 FEET SOUTH OF THE SOUTHEAST CORNER OF
 SY0438'THE FERRY TICKET OFFICE, 34.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 SY0438'OF A CAFE, 0.4 FOOT WEST OF THE RETAINING WALL, AND ABOUT 6 FEET LOWER
 SY0438'THAN A ROAD LEADING SOUTH INTO A GARAGE.
 SY0438
 SY0438                          STATION RECOVERY (1978)
 SY0438
 SY0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SY0438'MARK NOT FOUND.
 SY0438
 SY0438                          STATION RECOVERY (1989)
 SY0438
 SY0438'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTS)
 SY0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1693 ***********************************************************************
 RC1693  DESIGNATION -  A 354
 RC1693  PID         -  RC1693
 RC1693  STATE/COUNTY-  WA/SKAMANIA
 RC1693  USGS QUAD   -  HOOD RIVER (1994)
 RC1693
 RC1693                         *CURRENT SURVEY CONTROL
 RC1693  ___________________________________________________________________
 RC1693* NAD 83(1986)-  45 44 20.     (N)    121 31 34.     (W)     SCALED    
 RC1693* NAVD 88     -        95.396  (meters)     312.98   (feet)  ADJUSTED  
 RC1693  ___________________________________________________________________
 RC1693  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC1693  DYNAMIC HT  -          95.394 (meters)     312.97  (feet)  COMP
 RC1693  MODELED GRAV-     980,598.9   (mgal)                       NAVD 88
 RC1693
 RC1693  VERT ORDER  -  SECOND    CLASS 0
 RC1693
 RC1693.The horizontal coordinates were scaled from a topographic map and have
 RC1693.an estimated accuracy of +/- 6 seconds.
 RC1693
 RC1693.The orthometric height was determined by differential leveling
 RC1693.and adjusted by the National Geodetic Survey in June 1991..
 RC1693
 RC1693.The geoid height was determined by GEOID03.
 RC1693
 RC1693.The dynamic height is computed by dividing the NAVD 88
 RC1693.geopotential number by the normal gravity value computed on the
 RC1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1693.degrees latitude (g = 980.6199 gals.).
 RC1693
 RC1693.The modeled gravity was interpolated from observed gravity values.
 RC1693
 RC1693;                    North         East    Units  Estimated Accuracy
 RC1693;SPC WA S     -    45,600.      420,140.      MT  (+/- 180 meters Scaled)
 RC1693
 RC1693                          SUPERSEDED SURVEY CONTROL
 RC1693
 RC1693  NGVD 29 (??/??/92)   94.367  (m)          309.60   (f) ADJ UNCH    2 0
 RC1693
 RC1693.Superseded values are not recommended for survey control.
 RC1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1693.See file dsdata.txt to determine how the superseded data were derived.
 RC1693
 RC1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR146660(NAD 83)
 RC1693_MARKER: DB = BENCH MARK DISK
 RC1693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1693_SP_SET: CULVERT
 RC1693_STAMPING: A 354 1956
 RC1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1693
 RC1693  HISTORY     - Date     Condition        Report By
 RC1693  HISTORY     - 1956     MONUMENTED       CGS
 RC1693  HISTORY     - 1974     MARK NOT FOUND   NGS
 RC1693
 RC1693                          STATION DESCRIPTION
 RC1693
 RC1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 RC1693'0.9 MI N FROM UNDERWOOD.
 RC1693'0.1 MILE WEST ALONG U.S. HIGHWAY 830 FROM THE SPOKANE, PORTLAND AND
 RC1693'SEATTLE RAILWAY STATION AT UNDERWOOD, THENCE 0.8 MILE NORTH ALONG A
 RC1693'COUNTRY PAVED ROAD, IN T3N R10E S14, 0.25 MILE SOUTH OF THE JUNCTION
 RC1693'OF A COUNTY GRADED ROAD LEADING NORTH, ON THE OUTSIDE OF A CURVE, AT A
 RC1693'WIDE SHOULDER, AT A 3- BY 3-FOOT CONCRETE BOX CULVERT IN THE TOP OF
 RC1693'THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL, 42 FEET WEST OF
 RC1693'THE CENTER LINE OF THE ROAD, ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND
 RC1693'ABOUT 1 1/2 FEET LOWER THAN THE SHOULDER OF THE ROAD.
 RC1693
 RC1693                          STATION RECOVERY (1974)
 RC1693
 RC1693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RC1693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0901 ***********************************************************************
 SV0901  DESIGNATION -  A 355
 SV0901  PID         -  SV0901
 SV0901  STATE/COUNTY-  WA/SPOKANE
 SV0901  USGS QUAD   -  TYLER (1980)
 SV0901
 SV0901                         *CURRENT SURVEY CONTROL
 SV0901  ___________________________________________________________________
 SV0901* NAD 83(1986)-  47 27 51.     (N)    117 45 56.     (W)     SCALED    
 SV0901* NAVD 88     -       719.101  (meters)    2359.25   (feet)  ADJUSTED  
 SV0901  ___________________________________________________________________
 SV0901  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 SV0901  DYNAMIC HT  -         719.115 (meters)    2359.30  (feet)  COMP
 SV0901  MODELED GRAV-     980,609.6   (mgal)                       NAVD 88
 SV0901
 SV0901  VERT ORDER  -  SECOND    CLASS 0
 SV0901
 SV0901.The horizontal coordinates were scaled from a topographic map and have
 SV0901.an estimated accuracy of +/- 6 seconds.
 SV0901
 SV0901.The orthometric height was determined by differential leveling
 SV0901.and adjusted by the National Geodetic Survey in June 1991..
 SV0901
 SV0901.The geoid height was determined by GEOID03.
 SV0901
 SV0901.The dynamic height is computed by dividing the NAVD 88
 SV0901.geopotential number by the normal gravity value computed on the
 SV0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0901.degrees latitude (g = 980.6199 gals.).
 SV0901
 SV0901.The modeled gravity was interpolated from observed gravity values.
 SV0901
 SV0901;                    North         East    Units  Estimated Accuracy
 SV0901;SPC WA N     -    56,220.      731,240.      MT  (+/- 180 meters Scaled)
 SV0901
 SV0901                          SUPERSEDED SURVEY CONTROL
 SV0901
 SV0901  NGVD 29 (??/??/92)  717.914  (m)         2355.36   (f) ADJ UNCH    2 0
 SV0901
 SV0901.Superseded values are not recommended for survey control.
 SV0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0901.See file dsdata.txt to determine how the superseded data were derived.
 SV0901
 SV0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN423570(NAD 83)
 SV0901_MARKER: DB = BENCH MARK DISK
 SV0901_SETTING: 80 = SET IN A BOULDER
 SV0901_SP_SET: BOULDER
 SV0901_STAMPING: A 355 1957
 SV0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0901+STABILITY: SURFACE MOTION
 SV0901
 SV0901  HISTORY     - Date     Condition        Report By
 SV0901  HISTORY     - 1957     MONUMENTED       CGS
 SV0901  HISTORY     - 1965     GOOD             NGS
 SV0901  HISTORY     - 1976     GOOD             USGS
 SV0901
 SV0901                          STATION DESCRIPTION
 SV0901
 SV0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SV0901'1.5 MI NE FROM TYLER.
 SV0901'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN TYLER, GO
 SV0901'NORTHEAST ON U.S. HIGHWAY 10 AND 395 FOR 0.2 MILE TO A PAVED ROAD ON
 SV0901'THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO NORTH FOR 1.9 MILES TO A
 SV0901'BLADED ROAD ON THE RIGHT.  TURN RIGHT ON THE BLADED ROAD AND GO EAST
 SV0901'FOR 0.6 MILE TO THE END OF THE BLADED ROAD AT A GATE AND THE STATION
 SV0901'ON THE RIGHT.  THE MARK IS 31.5 FEET SOUTHWEST OF THE WIRE GATE, 25
 SV0901'FEET SOUTH OF THE ROAD, 4.7 FEET EAST OF A WHITE WITNESS POST AND 2.4
 SV0901'FEET NORTH OF A WIRE FENCE.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 SV0901'HOLE IN A BOULDER THAT PROJECTS 14 INCHES AND IS STAMPED A 355 1957.
 SV0901
 SV0901                          STATION RECOVERY (1965)
 SV0901
 SV0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0901'RECOVERED IN GOOD CONDITION.
 SV0901
 SV0901                          STATION RECOVERY (1976)
 SV0901
 SV0901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0901'TO REACH FROM TYLER STORE, DRIVE W. AND NORTH OVER INTERSTATE 90, 0.5
 SV0901'MI., TURN RIGHT ON MALLOY PRAIRIE RD. AND DRIVE 2.3 MI. TO CAMERON
 SV0901'RD. TO THE EAST. TURN RIGHT AND DRIVE 0.6 MI. TO A GATE AND STATION
 SV0901'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0260 ***********************************************************************
 SW0260  DESIGNATION -  A 356
 SW0260  PID         -  SW0260
 SW0260  STATE/COUNTY-  WA/ADAMS
 SW0260  USGS QUAD   -  REIMAN SW (1982)
 SW0260
 SW0260                         *CURRENT SURVEY CONTROL
 SW0260  ___________________________________________________________________
 SW0260* NAD 83(1986)-  47 05 36.     (N)    118 38 26.     (W)     SCALED    
 SW0260* NAVD 88     -       471.325  (meters)    1546.34   (feet)  ADJUSTED  
 SW0260  ___________________________________________________________________
 SW0260  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 SW0260  DYNAMIC HT  -         471.346 (meters)    1546.41  (feet)  COMP
 SW0260  MODELED GRAV-     980,642.8   (mgal)                       NAVD 88
 SW0260
 SW0260  VERT ORDER  -  SECOND    CLASS 0
 SW0260
 SW0260.The horizontal coordinates were scaled from a topographic map and have
 SW0260.an estimated accuracy of +/- 6 seconds.
 SW0260
 SW0260.The orthometric height was determined by differential leveling
 SW0260.and adjusted by the National Geodetic Survey in June 1991..
 SW0260
 SW0260.The geoid height was determined by GEOID03.
 SW0260
 SW0260.The dynamic height is computed by dividing the NAVD 88
 SW0260.geopotential number by the normal gravity value computed on the
 SW0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0260.degrees latitude (g = 980.6199 gals.).
 SW0260
 SW0260.The modeled gravity was interpolated from observed gravity values.
 SW0260
 SW0260;                    North         East    Units  Estimated Accuracy
 SW0260;SPC WA S     -   197,290.      641,160.      MT  (+/- 180 meters Scaled)
 SW0260
 SW0260                          SUPERSEDED SURVEY CONTROL
 SW0260
 SW0260  NGVD 29 (??/??/92)  470.190  (m)         1542.62   (f) ADJ UNCH    2 0
 SW0260
 SW0260.Superseded values are not recommended for survey control.
 SW0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0260.See file dsdata.txt to determine how the superseded data were derived.
 SW0260
 SW0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN754168(NAD 83)
 SW0260_MARKER: DB = BENCH MARK DISK
 SW0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0260_STAMPING: A 356 1957
 SW0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0260+STABILITY: SURFACE MOTION
 SW0260
 SW0260  HISTORY     - Date     Condition        Report By
 SW0260  HISTORY     - 1957     MONUMENTED       CGS
 SW0260  HISTORY     - 1968     GOOD             NGS
 SW0260  HISTORY     - 1970     GOOD             NGS
 SW0260  HISTORY     - 1980     GOOD             NGS
 SW0260  HISTORY     - 1981     MARK NOT FOUND   NGS
 SW0260
 SW0260                          STATION DESCRIPTION
 SW0260
 SW0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0260'13.25 MI W FROM RITZVILLE.
 SW0260'MARK IS 13.25 MILES WEST ALONG INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY
 SW0260'10 FROM THE STATE HIGHWAY 261 OVERPASS AT RITZVILLE.  IT IS 99 FEET
 SW0260'SOUTH OF AND 2 FEET LOWER THAN THE CENTER OF HIGHWAY 10, 10 YARDS WEST
 SW0260'OF A 3-FOOT DECLINE, 4 YARDS NORTHWEST OF THE NORTHWEST EDGE OF A DRY
 SW0260'STREAM.  MARK IS 1 1/2 FEET NORTH OF A FENCE AND 1 1/2 FEET NORTHWEST
 SW0260'OF A WOODEN WITNESS POST.  THE MARK IS A STANDARD DISK SET IN A SQUARE
 SW0260'CONCRETE POST WHICH PROJECTS 2 INCHES.
 SW0260
 SW0260                          STATION RECOVERY (1970)
 SW0260
 SW0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SW0260'RECOVERED IN GOOD CONDITION.
 SW0260
 SW0260                          STATION RECOVERY (1980)
 SW0260
 SW0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SW0260'6.3 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM ITS JUNCTION WITH
 SW0260'STATE HIGHWAY 261 IN RITZVILLE THENCE 714 MILES WEST ALONG THE SOUTH
 SW0260'FRONTAGE ROAD (OLD HIGHWAY 10) TO THE MARK ON THE LEFT 104 FEET SOUTH
 SW0260'OF THE CENTER OF THE ROAD AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 SW0260
 SW0260                          STATION RECOVERY (1981)
 SW0260
 SW0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0260'NOT RECOVERED. NOTE-AREA DESCRIBED IS NOW UNDER CULTIVATION, MARK
 SW0260'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0258 ***********************************************************************
 SB0258  DESIGNATION -  A 358
 SB0258  PID         -  SB0258
 SB0258  STATE/COUNTY-  WA/KITTITAS
 SB0258  USGS QUAD   -  GINKGO (1978)
 SB0258
 SB0258                         *CURRENT SURVEY CONTROL
 SB0258  ___________________________________________________________________
 SB0258* NAD 83(1986)-  46 56 50.     (N)    120 02 12.     (W)     SCALED    
 SB0258* NAVD 88     -       325.867  (meters)    1069.12   (feet)  ADJUSTED  
 SB0258  ___________________________________________________________________
 SB0258  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SB0258  DYNAMIC HT  -         325.883 (meters)    1069.17  (feet)  COMP
 SB0258  MODELED GRAV-     980,653.8   (mgal)                       NAVD 88
 SB0258
 SB0258  VERT ORDER  -  SECOND    CLASS 0
 SB0258
 SB0258.The horizontal coordinates were scaled from a topographic map and have
 SB0258.an estimated accuracy of +/- 6 seconds.
 SB0258
 SB0258.The orthometric height was determined by differential leveling
 SB0258.and adjusted by the National Geodetic Survey in June 1991..
 SB0258
 SB0258.The geoid height was determined by GEOID03.
 SB0258
 SB0258.The dynamic height is computed by dividing the NAVD 88
 SB0258.geopotential number by the normal gravity value computed on the
 SB0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0258.degrees latitude (g = 980.6199 gals.).
 SB0258
 SB0258.The modeled gravity was interpolated from observed gravity values.
 SB0258
 SB0258;                    North         East    Units  Estimated Accuracy
 SB0258;SPC WA S     -   179,490.      535,270.      MT  (+/- 180 meters Scaled)
 SB0258
 SB0258                          SUPERSEDED SURVEY CONTROL
 SB0258
 SB0258  NGVD 29 (??/??/92)  324.765  (m)         1065.50   (f) ADJ UNCH    2 0
 SB0258
 SB0258.Superseded values are not recommended for survey control.
 SB0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0258.See file dsdata.txt to determine how the superseded data were derived.
 SB0258
 SB0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT255035(NAD 83)
 SB0258_MARKER: DB = BENCH MARK DISK
 SB0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0258_SP_SET: GARAGE
 SB0258_STAMPING: A 358 1957
 SB0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0258
 SB0258  HISTORY     - Date     Condition        Report By
 SB0258  HISTORY     - 1957     MONUMENTED       CGS
 SB0258
 SB0258                          STATION DESCRIPTION
 SB0258
 SB0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SB0258'3 MI W FROM VANTAGE.
 SB0258'3.0 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN VANTAGE,
 SB0258'9 FEET EAST OF THE EAST CORNER OF A ROCK GARAGE AT THE VISTA HOUSE,
 SB0258'CEMENTED IN A DRILL HOLE AT A CORNER IN THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0237 ***********************************************************************
 SC0237  DESIGNATION -  A 362
 SC0237  PID         -  SC0237
 SC0237  STATE/COUNTY-  WA/LEWIS
 SC0237  USGS QUAD   -  ONALASKA (1993)
 SC0237
 SC0237                         *CURRENT SURVEY CONTROL
 SC0237  ___________________________________________________________________
 SC0237* NAD 83(1986)-  46 31 56.     (N)    122 44 21.     (W)     SCALED    
 SC0237* NAVD 88     -       145.672  (meters)     477.93   (feet)  ADJUSTED  
 SC0237  ___________________________________________________________________
 SC0237  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SC0237  DYNAMIC HT  -         145.682 (meters)     477.96  (feet)  COMP
 SC0237  MODELED GRAV-     980,678.7   (mgal)                       NAVD 88
 SC0237
 SC0237  VERT ORDER  -  SECOND    CLASS 0
 SC0237
 SC0237.The horizontal coordinates were scaled from a topographic map and have
 SC0237.an estimated accuracy of +/- 6 seconds.
 SC0237
 SC0237.The orthometric height was determined by differential leveling
 SC0237.and adjusted by the National Geodetic Survey in June 1991..
 SC0237
 SC0237.The geoid height was determined by GEOID03.
 SC0237
 SC0237.The dynamic height is computed by dividing the NAVD 88
 SC0237.geopotential number by the normal gravity value computed on the
 SC0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0237.degrees latitude (g = 980.6199 gals.).
 SC0237
 SC0237.The modeled gravity was interpolated from observed gravity values.
 SC0237
 SC0237;                    North         East    Units  Estimated Accuracy
 SC0237;SPC WA S     -   135,690.      328,260.      MT  (+/- 180 meters Scaled)
 SC0237
 SC0237                          SUPERSEDED SURVEY CONTROL
 SC0237
 SC0237  NGVD 29 (??/??/92)  144.614  (m)          474.45   (f) ADJ UNCH    2 0
 SC0237
 SC0237.Superseded values are not recommended for survey control.
 SC0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0237.See file dsdata.txt to determine how the superseded data were derived.
 SC0237
 SC0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES200532(NAD 83)
 SC0237_MARKER: DB = BENCH MARK DISK
 SC0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0237_SP_SET: ABUTMENT
 SC0237_STAMPING: A 362 1959
 SC0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0237
 SC0237  HISTORY     - Date     Condition        Report By
 SC0237  HISTORY     - 1959     MONUMENTED       CGS
 SC0237  HISTORY     - 1989     GOOD             USPSQD
 SC0237
 SC0237                          STATION DESCRIPTION
 SC0237
 SC0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SC0237'IN ETHEL.
 SC0237'TO REACH FROM THE POST OFFICE IN ETHEL, GO EAST ON STATE HIGHWAY 5 FOR
 SC0237'500 FEET TO BRIDGE OVER LACAMAS CREEK.  THE MARK IS LOCATED 27.6 FEET
 SC0237'NORTH OF THE CENTERLINE OF THE HIGHWAY.  IT IS A STANDARD DISK STAMPED
 SC0237'A 362 1959 SET IN A DRILL HOLE IN TOP OF THE NORTHEAST ABUTMENT OF
 SC0237'BRIDGE OVER LACAMAS CREEK.
 SC0237
 SC0237                          STATION RECOVERY (1989)
 SC0237
 SC0237'RECOVERY NOTE BY US POWER SQUADRON 1989 (RPL)
 SC0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0129 ***********************************************************************
 TQ0129  DESIGNATION -  A 369
 TQ0129  PID         -  TQ0129
 TQ0129  STATE/COUNTY-  WA/WHATCOM
 TQ0129  USGS QUAD   -  SLATE PEAK (1963)
 TQ0129
 TQ0129                         *CURRENT SURVEY CONTROL
 TQ0129  ___________________________________________________________________
 TQ0129* NAD 83(1986)-  48 43 39.     (N)    120 40 41.     (W)     SCALED    
 TQ0129* NAVD 88     -      1765.206  (meters)    5791.35   (feet)  ADJUSTED  
 TQ0129  ___________________________________________________________________
 TQ0129  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 TQ0129  DYNAMIC HT  -        1765.047 (meters)    5790.82  (feet)  COMP
 TQ0129  MODELED GRAV-     980,457.1   (mgal)                       NAVD 88
 TQ0129
 TQ0129  VERT ORDER  -  FIRST     CLASS II
 TQ0129
 TQ0129.The horizontal coordinates were scaled from a topographic map and have
 TQ0129.an estimated accuracy of +/- 6 seconds.
 TQ0129
 TQ0129.The orthometric height was determined by differential leveling
 TQ0129.and adjusted by the National Geodetic Survey in June 1991..
 TQ0129
 TQ0129.The geoid height was determined by GEOID03.
 TQ0129
 TQ0129.The dynamic height is computed by dividing the NAVD 88
 TQ0129.geopotential number by the normal gravity value computed on the
 TQ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0129.degrees latitude (g = 980.6199 gals.).
 TQ0129
 TQ0129.The modeled gravity was interpolated from observed gravity values.
 TQ0129
 TQ0129;                    North         East    Units  Estimated Accuracy
 TQ0129;SPC WA N     -   192,090.      511,420.      MT  (+/- 180 meters Scaled)
 TQ0129
 TQ0129                          SUPERSEDED SURVEY CONTROL
 TQ0129
 TQ0129  NGVD 29 (??/??/92) 1763.788  (m)         5786.69   (f) ADJ UNCH    1 2
 TQ0129
 TQ0129.Superseded values are not recommended for survey control.
 TQ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0129.See file dsdata.txt to determine how the superseded data were derived.
 TQ0129
 TQ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU707997(NAD 83)
 TQ0129_MARKER: DB = BENCH MARK DISK
 TQ0129_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0129_SP_SET: ROCK OUTCROP
 TQ0129_STAMPING: A 369 1958
 TQ0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0129+STABILITY: POSITION/ELEVATION WELL
 TQ0129
 TQ0129  HISTORY     - Date     Condition        Report By
 TQ0129  HISTORY     - 1958     MONUMENTED       CGS
 TQ0129
 TQ0129                          STATION DESCRIPTION
 TQ0129
 TQ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0129'0.9 MI NW FROM HARTS PASS GUARD STA.
 TQ0129'0.9 MILE NORTHWEST ALONG A DIRT ROAD FROM THE GUARD STATION AT HARTS
 TQ0129'PASS, AT DEER PARK CAMPGROUND, IN THE TOP OF A GRANITE OUTCROP, 30
 TQ0129'FEET NORTH OF THE CENTER LINE OF THE ROAD, 56 FEET NORTHEAST OF THE
 TQ0129'CENTER OF THE JUNCTION OF THE DRIVEWAY INTO THE CAMPGROUND, ABOUT 3
 TQ0129'1/2 FEET HIGHER THAN THE ROAD, AND ABOUT 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0600 ***********************************************************************
 RZ0600  DESIGNATION -  A 37
 RZ0600  PID         -  RZ0600
 RZ0600  STATE/COUNTY-  WA/WHITMAN
 RZ0600  USGS QUAD   -  PALOUSE (1975)
 RZ0600
 RZ0600                         *CURRENT SURVEY CONTROL
 RZ0600  ___________________________________________________________________
 RZ0600* NAD 83(1986)-  46 54 26.     (N)    117 04 47.     (W)     SCALED    
 RZ0600* NAVD 88     -       746.426  (meters)    2448.90   (feet)  ADJUSTED  
 RZ0600  ___________________________________________________________________
 RZ0600  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 RZ0600  DYNAMIC HT  -         746.377 (meters)    2448.74  (feet)  COMP
 RZ0600  MODELED GRAV-     980,524.2   (mgal)                       NAVD 88
 RZ0600
 RZ0600  VERT ORDER  -  FIRST     CLASS II
 RZ0600
 RZ0600.The horizontal coordinates were scaled from a topographic map and have
 RZ0600.an estimated accuracy of +/- 6 seconds.
 RZ0600
 RZ0600.The orthometric height was determined by differential leveling
 RZ0600.and adjusted by the National Geodetic Survey in June 1991..
 RZ0600.WARNING-Repeat measurements at this control monument indicate possible
 RZ0600.vertical movement.
 RZ0600
 RZ0600.The geoid height was determined by GEOID03.
 RZ0600
 RZ0600.The dynamic height is computed by dividing the NAVD 88
 RZ0600.geopotential number by the normal gravity value computed on the
 RZ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0600.degrees latitude (g = 980.6199 gals.).
 RZ0600
 RZ0600.The modeled gravity was interpolated from observed gravity values.
 RZ0600
 RZ0600;                    North         East    Units  Estimated Accuracy
 RZ0600;SPC WA S     -   180,590.      760,480.      MT  (+/- 180 meters Scaled)
 RZ0600
 RZ0600                          SUPERSEDED SURVEY CONTROL
 RZ0600
 RZ0600  NGVD 29 (??/??/92)  745.309  (m)         2445.23   (f) ADJ UNCH    1 2
 RZ0600
 RZ0600.Superseded values are not recommended for survey control.
 RZ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0600.See file dsdata.txt to determine how the superseded data were derived.
 RZ0600
 RZ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM939948(NAD 83)
 RZ0600_MARKER: DB = BENCH MARK DISK
 RZ0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0600_STAMPING: A 37 1933
 RZ0600_MARK LOGO: CGS   
 RZ0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0600+STABILITY: SURFACE MOTION
 RZ0600
 RZ0600  HISTORY     - Date     Condition        Report By
 RZ0600  HISTORY     - 1933     MONUMENTED       CGS
 RZ0600  HISTORY     - 1952     GOOD             NGS
 RZ0600  HISTORY     - 1980     POOR             NGS
 RZ0600
 RZ0600                          STATION DESCRIPTION
 RZ0600
 RZ0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0600'IN PALOUSE.
 RZ0600'AT PALOUSE, 0.2 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RZ0600'THE STATION, AT THE CROSSING OF STATE HIGHWAY 3, 105 FEET EAST OF THE
 RZ0600'CENTER LINE OF THE HIGHWAY, 16.6 FEET NORTH OF THE NORTH RAIL, 5 1/2
 RZ0600'FEET NORTHEAST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A WITNESS POST,
 RZ0600'ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 RZ0600'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RZ0600
 RZ0600                          STATION RECOVERY (1980)
 RZ0600
 RZ0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0600'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-THE CONCRETE
 RZ0600'POST IS BADLY CHIPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0213 ***********************************************************************
 TQ0213  DESIGNATION -  A 370
 TQ0213  PID         -  TQ0213
 TQ0213  STATE/COUNTY-  WA/WHATCOM
 TQ0213  USGS QUAD   -  ROSS DAM (1971)
 TQ0213
 TQ0213                         *CURRENT SURVEY CONTROL
 TQ0213  ___________________________________________________________________
 TQ0213* NAD 83(1986)-  48 43 45.     (N)    121 02 02.     (W)     SCALED    
 TQ0213* NAVD 88     -       543.447  (meters)    1782.96   (feet)  ADJUSTED  
 TQ0213  ___________________________________________________________________
 TQ0213  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 TQ0213  DYNAMIC HT  -         543.504 (meters)    1783.15  (feet)  COMP
 TQ0213  MODELED GRAV-     980,699.8   (mgal)                       NAVD 88
 TQ0213
 TQ0213  VERT ORDER  -  FIRST     CLASS II
 TQ0213
 TQ0213.The horizontal coordinates were scaled from a topographic map and have
 TQ0213.an estimated accuracy of +/- 6 seconds.
 TQ0213
 TQ0213.The orthometric height was determined by differential leveling
 TQ0213.and adjusted by the National Geodetic Survey in June 1991..
 TQ0213
 TQ0213.The geoid height was determined by GEOID03.
 TQ0213
 TQ0213.The dynamic height is computed by dividing the NAVD 88
 TQ0213.geopotential number by the normal gravity value computed on the
 TQ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0213.degrees latitude (g = 980.6199 gals.).
 TQ0213
 TQ0213.The modeled gravity was interpolated from observed gravity values.
 TQ0213
 TQ0213;                    North         East    Units  Estimated Accuracy
 TQ0213;SPC WA N     -   192,280.      485,250.      MT  (+/- 180 meters Scaled)
 TQ0213
 TQ0213                          SUPERSEDED SURVEY CONTROL
 TQ0213
 TQ0213  NGVD 29 (??/??/92)  542.213  (m)         1778.91   (f) ADJ UNCH    1 2
 TQ0213
 TQ0213.Superseded values are not recommended for survey control.
 TQ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0213.See file dsdata.txt to determine how the superseded data were derived.
 TQ0213
 TQ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU445992(NAD 83)
 TQ0213_MARKER: DB = BENCH MARK DISK
 TQ0213_SETTING: 80 = SET IN A BOULDER
 TQ0213_SP_SET: BOULDER
 TQ0213_STAMPING: A 370 1958
 TQ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0213+STABILITY: SURFACE MOTION
 TQ0213
 TQ0213  HISTORY     - Date     Condition        Report By
 TQ0213  HISTORY     - 1958     MONUMENTED       CGS
 TQ0213
 TQ0213                          STATION DESCRIPTION
 TQ0213
 TQ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0213'2.05 MI E FROM ROSS DAM.
 TQ0213'2.05 MILES EAST ALONG RUBY CREEK TRAIL FROM THE SOUTHEAST END OF ROSS
 TQ0213'DAM, AT THE CROSSING OF A SMALL RAVINE, SET VERTICALLY IN THE
 TQ0213'NORTHEAST FACE OF A HUGE GRANITE BOULDER, 9 FEET SOUTHWEST OF THE
 TQ0213'CENTER OF THE TRAIL, 25 FEET NORTHWEST OF THE CENTER OF THE RAVINE, 3
 TQ0213'FEET SOUTH OF A 6-INCH FIR TREE WITH A TRIANGULAR BLAZE, ABOUT 4 FEET
 TQ0213'HIGHER THAN THE TRAIL, AND ABOUT 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0326 ***********************************************************************
 SW0326  DESIGNATION -  A 371
 SW0326  PID         -  SW0326
 SW0326  STATE/COUNTY-  WA/ADAMS
 SW0326  USGS QUAD   -  BATUM (1967)
 SW0326
 SW0326                         *CURRENT SURVEY CONTROL
 SW0326  ___________________________________________________________________
 SW0326* NAD 83(1986)-  47 11 21.     (N)    118 48 50.     (W)     SCALED    
 SW0326* NAVD 88     -       526.597  (meters)    1727.68   (feet)  ADJUSTED  
 SW0326  ___________________________________________________________________
 SW0326  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 SW0326  DYNAMIC HT  -         526.621 (meters)    1727.76  (feet)  COMP
 SW0326  MODELED GRAV-     980,643.1   (mgal)                       NAVD 88
 SW0326
 SW0326  VERT ORDER  -  SECOND    CLASS 0
 SW0326
 SW0326.The horizontal coordinates were scaled from a topographic map and have
 SW0326.an estimated accuracy of +/- 6 seconds.
 SW0326
 SW0326.The orthometric height was determined by differential leveling
 SW0326.and adjusted by the National Geodetic Survey in June 1991..
 SW0326
 SW0326.The geoid height was determined by GEOID03.
 SW0326
 SW0326.The dynamic height is computed by dividing the NAVD 88
 SW0326.geopotential number by the normal gravity value computed on the
 SW0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0326.degrees latitude (g = 980.6199 gals.).
 SW0326
 SW0326.The modeled gravity was interpolated from observed gravity values.
 SW0326
 SW0326;                    North         East    Units  Estimated Accuracy
 SW0326;SPC WA S     -   207,650.      627,770.      MT  (+/- 180 meters Scaled)
 SW0326
 SW0326                          SUPERSEDED SURVEY CONTROL
 SW0326
 SW0326  NGVD 29 (??/??/92)  525.478  (m)         1724.01   (f) ADJ UNCH    2 0
 SW0326
 SW0326.Superseded values are not recommended for survey control.
 SW0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0326.See file dsdata.txt to determine how the superseded data were derived.
 SW0326
 SW0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN625277(NAD 83)
 SW0326_MARKER: DB = BENCH MARK DISK
 SW0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0326_SP_SET: CULVERT
 SW0326_STAMPING: A 371 1959
 SW0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0326
 SW0326  HISTORY     - Date     Condition        Report By
 SW0326  HISTORY     - 1959     MONUMENTED       CGS
 SW0326  HISTORY     - 1968     GOOD             NGS
 SW0326
 SW0326                          STATION DESCRIPTION
 SW0326
 SW0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0326'13.8 MI SW FROM ODESSA.
 SW0326'MARK IS REACHED FROM ODESSA BY GOING SOUTH ON STATE HIGHWAY 21 FOR 6.8
 SW0326'MILES, LEAVE HIGHWAY AND GO WEST 6 MILES, THEN SOUTH 1.0 MILE TO THE
 SW0326'MARK IN THE NORTHWEST CORNER OF SECTION 33, TOWNSHIP 20 N, RANGE 32 E
 SW0326'AT THE INTERSECTION 0.7 MILE SOUTH OF STANLEY OLIVERS FARM BUILDINGS,
 SW0326'23.5 FEET EAST OF THE CENTER OF BATUM ROAD, 15 FEET SOUTH OF THE
 SW0326'CENTER OF A GRAVEL ROAD, ABOUT 6 INCHES LOWER THAN THE ROAD, A
 SW0326'STANDARD DISK SET IN THE END OF THE SOUTH CONCRETE HEADWALL, OR A
 SW0326'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0329 ***********************************************************************
 TQ0329  DESIGNATION -  A 374
 TQ0329  PID         -  TQ0329
 TQ0329  STATE/COUNTY-  WA/SKAGIT
 TQ0329  USGS QUAD   -  LAKE SHANNON (1989)
 TQ0329
 TQ0329                         *CURRENT SURVEY CONTROL
 TQ0329  ___________________________________________________________________
 TQ0329* NAD 83(1986)-  48 31 08.     (N)    121 42 36.     (W)     SCALED    
 TQ0329* NAVD 88     -        60.498  (meters)     198.48   (feet)  ADJUSTED  
 TQ0329  ___________________________________________________________________
 TQ0329  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 TQ0329  DYNAMIC HT  -          60.511 (meters)     198.53  (feet)  COMP
 TQ0329  MODELED GRAV-     980,833.8   (mgal)                       NAVD 88
 TQ0329
 TQ0329  VERT ORDER  -  FIRST     CLASS II
 TQ0329
 TQ0329.The horizontal coordinates were scaled from a topographic map and have
 TQ0329.an estimated accuracy of +/- 6 seconds.
 TQ0329
 TQ0329.The orthometric height was determined by differential leveling
 TQ0329.and adjusted by the National Geodetic Survey in June 1991..
 TQ0329
 TQ0329.The geoid height was determined by GEOID03.
 TQ0329
 TQ0329.The dynamic height is computed by dividing the NAVD 88
 TQ0329.geopotential number by the normal gravity value computed on the
 TQ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0329.degrees latitude (g = 980.6199 gals.).
 TQ0329
 TQ0329.The modeled gravity was interpolated from observed gravity values.
 TQ0329
 TQ0329;                    North         East    Units  Estimated Accuracy
 TQ0329;SPC WA N     -   169,250.      435,240.      MT  (+/- 180 meters Scaled)
 TQ0329
 TQ0329                          SUPERSEDED SURVEY CONTROL
 TQ0329
 TQ0329  NGVD 29 (??/??/92)   59.351  (m)          194.72   (f) ADJ UNCH    1 2
 TQ0329
 TQ0329.Superseded values are not recommended for survey control.
 TQ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0329.See file dsdata.txt to determine how the superseded data were derived.
 TQ0329
 TQ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU952747(NAD 83)
 TQ0329_MARKER: DB = BENCH MARK DISK
 TQ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0329_STAMPING: A 374 1958
 TQ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0329+STABILITY: SURFACE MOTION
 TQ0329
 TQ0329  HISTORY     - Date     Condition        Report By
 TQ0329  HISTORY     - 1958     MONUMENTED       CGS
 TQ0329  HISTORY     - 1973     MARK NOT FOUND   NGS
 TQ0329
 TQ0329                          STATION DESCRIPTION
 TQ0329
 TQ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0329'2.45 MI SE FROM CONCRETE.
 TQ0329'2.45 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TQ0329'AT CONCRETE, IN R8E T35N S13, AT THE SOUTHEAST END OF A SAWMILL, 33.0
 TQ0329'FEET NORTHEAST AND ACROSS THE MAIN TRACK FROM MILEPOST 47, 300 FEET
 TQ0329'SOUTH OF THE SOUTH FACE OF THE SAWMILL INCINERATOR, 18.1 FEET
 TQ0329'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 6.1 FEET SOUTHWEST
 TQ0329'OF THE SOUTHWEST RAIL OF A SIDE TRACK, 2.3 FEET SOUTHEAST OF A WITNESS
 TQ0329'POST, 6 FEET LOWER THAN THE MAIN TRACK, LEVEL WITH THE SIDE TRACK, AND
 TQ0329'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 TQ0329'GROUND.
 TQ0329
 TQ0329                          STATION RECOVERY (1973)
 TQ0329
 TQ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TQ0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0195 ***********************************************************************
 TQ0195  DESIGNATION -  A 375
 TQ0195  PID         -  TQ0195
 TQ0195  STATE/COUNTY-  WA/WHATCOM
 TQ0195  USGS QUAD   -  DIABLO DAM (1963)
 TQ0195
 TQ0195                         *CURRENT SURVEY CONTROL
 TQ0195  ___________________________________________________________________
 TQ0195* NAD 83(1986)-  48 42 55.     (N)    121 09 21.     (W)     SCALED    
 TQ0195* NAVD 88     -       275.222  (meters)     902.96   (feet)  ADJUSTED  
 TQ0195  ___________________________________________________________________
 TQ0195  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 TQ0195  DYNAMIC HT  -         275.261 (meters)     903.09  (feet)  COMP
 TQ0195  MODELED GRAV-     980,747.9   (mgal)                       NAVD 88
 TQ0195
 TQ0195  VERT ORDER  -  FIRST     CLASS II
 TQ0195
 TQ0195.The horizontal coordinates were scaled from a topographic map and have
 TQ0195.an estimated accuracy of +/- 6 seconds.
 TQ0195
 TQ0195.The orthometric height was determined by differential leveling
 TQ0195.and adjusted by the National Geodetic Survey in June 1991..
 TQ0195
 TQ0195.The geoid height was determined by GEOID03.
 TQ0195
 TQ0195.The dynamic height is computed by dividing the NAVD 88
 TQ0195.geopotential number by the normal gravity value computed on the
 TQ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0195.degrees latitude (g = 980.6199 gals.).
 TQ0195
 TQ0195.The modeled gravity was interpolated from observed gravity values.
 TQ0195
 TQ0195;                    North         East    Units  Estimated Accuracy
 TQ0195;SPC WA N     -   190,770.      476,270.      MT  (+/- 180 meters Scaled)
 TQ0195
 TQ0195                          SUPERSEDED SURVEY CONTROL
 TQ0195
 TQ0195  NGVD 29 (??/??/92)  274.008  (m)          898.97   (f) ADJ UNCH    1 2
 TQ0195
 TQ0195.Superseded values are not recommended for survey control.
 TQ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0195.See file dsdata.txt to determine how the superseded data were derived.
 TQ0195
 TQ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU356974(NAD 83)
 TQ0195_MARKER: DB = BENCH MARK DISK
 TQ0195_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0195_SP_SET: ROCK OUTCROP
 TQ0195_STAMPING: A 375 1958
 TQ0195_MARK LOGO: CGS   
 TQ0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0195+STABILITY: POSITION/ELEVATION WELL
 TQ0195
 TQ0195  HISTORY     - Date     Condition        Report By
 TQ0195  HISTORY     - 1958     MONUMENTED       CGS
 TQ0195  HISTORY     - 1963     GOOD             USGS
 TQ0195  HISTORY     - 1982     GOOD             NGS
 TQ0195
 TQ0195                          STATION DESCRIPTION
 TQ0195
 TQ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0195'0.75 MI SW FROM DIABLO POWERHOUSE.
 TQ0195'0.75 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE DIABLO POWERHOUSE,
 TQ0195'0.3 MILE SOUTHWEST OF A STEEL BRIDGE OVER A CREEK, AT THE SOUTHWEST
 TQ0195'END OF A ROCKY CUT, IN TOP OF A 4-BY 6-FOOT GRANITE OUTCROP WHICH
 TQ0195'PROJECTS 2 FEET ABOVE THE GROUND, 27 1/2 FEET NORTHWEST OF THE CENTER
 TQ0195'LINE OF THE ROAD, 11 FEET WEST OF THE SOUTHWEST END OF THE CUT, 5 1/2
 TQ0195'FEET SOUTHWEST OF A 12-INCH PINE TREE BEARING A WITNESS POST PLAQUE,
 TQ0195'AND 3 FEET HIGHER THAN THE ROAD.
 TQ0195
 TQ0195                          STATION RECOVERY (1963)
 TQ0195
 TQ0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TQ0195'RECOVERED IN GOOD CONDITION.
 TQ0195
 TQ0195                          STATION RECOVERY (1982)
 TQ0195
 TQ0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0014 ***********************************************************************
 TQ0014  DESIGNATION -  A 377
 TQ0014  PID         -  TQ0014
 TQ0014  STATE/COUNTY-  WA/OKANOGAN
 TQ0014  USGS QUAD   -  RENDEVOUS MTN (1991)
 TQ0014
 TQ0014                         *CURRENT SURVEY CONTROL
 TQ0014  ___________________________________________________________________
 TQ0014* NAD 83(1986)-  48 32 46.     (N)    120 20 00.     (W)     SCALED    
 TQ0014* NAVD 88     -       598.691  (meters)    1964.21   (feet)  ADJUSTED  
 TQ0014  ___________________________________________________________________
 TQ0014  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 TQ0014  DYNAMIC HT  -         598.738 (meters)    1964.36  (feet)  COMP
 TQ0014  MODELED GRAV-     980,672.0   (mgal)                       NAVD 88
 TQ0014
 TQ0014  VERT ORDER  -  FIRST     CLASS II
 TQ0014
 TQ0014.The horizontal coordinates were scaled from a topographic map and have
 TQ0014.an estimated accuracy of +/- 6 seconds.
 TQ0014
 TQ0014.The orthometric height was determined by differential leveling
 TQ0014.and adjusted by the National Geodetic Survey in June 1991..
 TQ0014
 TQ0014.The geoid height was determined by GEOID03.
 TQ0014
 TQ0014.The dynamic height is computed by dividing the NAVD 88
 TQ0014.geopotential number by the normal gravity value computed on the
 TQ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0014.degrees latitude (g = 980.6199 gals.).
 TQ0014
 TQ0014.The modeled gravity was interpolated from observed gravity values.
 TQ0014
 TQ0014;                    North         East    Units  Estimated Accuracy
 TQ0014;SPC WA N     -   172,020.      536,920.      MT  (+/- 180 meters Scaled)
 TQ0014
 TQ0014                          SUPERSEDED SURVEY CONTROL
 TQ0014
 TQ0014  NGVD 29 (??/??/92)  597.438  (m)         1960.09   (f) ADJ UNCH    1 2
 TQ0014
 TQ0014.Superseded values are not recommended for survey control.
 TQ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0014.See file dsdata.txt to determine how the superseded data were derived.
 TQ0014
 TQ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU968804(NAD 83)
 TQ0014_MARKER: DB = BENCH MARK DISK
 TQ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0014_STAMPING: A 377 1958
 TQ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0014+STABILITY: SURFACE MOTION
 TQ0014
 TQ0014  HISTORY     - Date     Condition        Report By
 TQ0014  HISTORY     - 1958     MONUMENTED       CGS
 TQ0014  HISTORY     - 1982     MARK NOT FOUND   NGS
 TQ0014  HISTORY     - 19860716 MARK NOT FOUND   WADT
 TQ0014  HISTORY     - 19881116 MARK NOT FOUND   USGS
 TQ0014
 TQ0014                          STATION DESCRIPTION
 TQ0014
 TQ0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0014'4.9 MI SE FROM MAZAMA.
 TQ0014'0.2 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM A STEEL TRUSS BRIDGE OVER
 TQ0014'THE METHOW RIVER AT MAZAMA, THENCE 4.7 MILES SOUTHEAST ALONG STATE
 TQ0014'HIGHWAY 16, 61 FEET WEST OF THE CENTER OF THE JUNCTION OF A GRAVEL
 TQ0014'ROAD SOUTH, IN A FENCE CORNER, 24 1/2 FEET SOUTH-SOUTHWEST OF THE
 TQ0014'CENTER LINE OF THE HIGHWAY, 33 1/2 FEET NORTHWEST OF THE CENTER LINE
 TQ0014'OF THE GRAVEL ROAD SOUTH, 2.4 FEET WEST OF A FENCE CORNER POST, 1.8
 TQ0014'FEET NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 TQ0014'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 TQ0014'ABOVE THE GROUND.
 TQ0014
 TQ0014                          STATION RECOVERY (1982)
 TQ0014
 TQ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0014'NOT RECOVERED.
 TQ0014
 TQ0014                          STATION RECOVERY (1986)
 TQ0014
 TQ0014'RECOVERY NOTE BY WA DEPT OF TRANSP 1986
 TQ0014'MARK NOT FOUND.
 TQ0014
 TQ0014                          STATION RECOVERY (1988)
 TQ0014
 TQ0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (RWH)
 TQ0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0063 ***********************************************************************
 TQ0063  DESIGNATION -  A 378
 TQ0063  PID         -  TQ0063
 TQ0063  STATE/COUNTY-  WA/OKANOGAN
 TQ0063  USGS QUAD   -  TWISP EAST (1969)
 TQ0063
 TQ0063                         *CURRENT SURVEY CONTROL
 TQ0063  ___________________________________________________________________
 TQ0063* NAD 83(1986)-  48 21 09.     (N)    120 05 24.     (W)     SCALED    
 TQ0063* NAVD 88     -       487.150  (meters)    1598.26   (feet)  ADJUSTED  
 TQ0063  ___________________________________________________________________
 TQ0063  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 TQ0063  DYNAMIC HT  -         487.209 (meters)    1598.45  (feet)  COMP
 TQ0063  MODELED GRAV-     980,717.1   (mgal)                       NAVD 88
 TQ0063
 TQ0063  VERT ORDER  -  FIRST     CLASS II
 TQ0063
 TQ0063.The horizontal coordinates were scaled from a topographic map and have
 TQ0063.an estimated accuracy of +/- 6 seconds.
 TQ0063
 TQ0063.The orthometric height was determined by differential leveling
 TQ0063.and adjusted by the National Geodetic Survey in June 1991..
 TQ0063
 TQ0063.The geoid height was determined by GEOID03.
 TQ0063
 TQ0063.The dynamic height is computed by dividing the NAVD 88
 TQ0063.geopotential number by the normal gravity value computed on the
 TQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0063.degrees latitude (g = 980.6199 gals.).
 TQ0063
 TQ0063.The modeled gravity was interpolated from observed gravity values.
 TQ0063
 TQ0063;                    North         East    Units  Estimated Accuracy
 TQ0063;SPC WA N     -   150,640.      555,090.      MT  (+/- 180 meters Scaled)
 TQ0063
 TQ0063                          SUPERSEDED SURVEY CONTROL
 TQ0063
 TQ0063  NGVD 29 (??/??/92)  485.917  (m)         1594.21   (f) ADJ UNCH    1 2
 TQ0063
 TQ0063.Superseded values are not recommended for survey control.
 TQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0063.See file dsdata.txt to determine how the superseded data were derived.
 TQ0063
 TQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU155595(NAD 83)
 TQ0063_MARKER: DB = BENCH MARK DISK
 TQ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0063_SP_SET: CONCRETE POST
 TQ0063_STAMPING: A 378 1958
 TQ0063_MARK LOGO: CGS   
 TQ0063_PROJECTION: PROJECTING 10 CENTIMETERS
 TQ0063_MAGNETIC: N = NO MAGNETIC MATERIAL
 TQ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0063+STABILITY: SURFACE MOTION
 TQ0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TQ0063+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 TQ0063
 TQ0063  HISTORY     - Date     Condition        Report By
 TQ0063  HISTORY     - 1958     MONUMENTED       CGS
 TQ0063  HISTORY     - 1982     GOOD             NGS
 TQ0063  HISTORY     - 19920827 GOOD             NGS
 TQ0063
 TQ0063                          STATION DESCRIPTION
 TQ0063
 TQ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0063'1.8 MI E FROM TWISP.
 TQ0063'1.8 MILES EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL AT TWISP, 101
 TQ0063'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF AN ASPHALT ROAD NORTH,
 TQ0063'IN LINE WITH THE CENTER LINE OF A DIRT ROAD LEADING SOUTH TO A HOUSE,
 TQ0063'31 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 76 FEET
 TQ0063'WEST OF THE CENTER LINE OF THE ASPHALT ROAD NORTH, 5 FEET
 TQ0063'NORTH-NORTHWEST OF A TELEPHONE POLE, 6.0 FEET EAST OF A FENCE POST
 TQ0063'BEARING A WITNESS POST PLAQUE, 2.0 FEET SOUTH OF A FENCE, ABOUT LEVEL
 TQ0063'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 TQ0063'FOOT ABOVE THE GROUND.
 TQ0063
 TQ0063                          STATION RECOVERY (1982)
 TQ0063
 TQ0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0063'2.8 KM (1.75 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE COMMUNITY
 TQ0063'CENTER AT TWISP, AT THE NORTHWEST CORNER OF THE Y JUNCTION OF A DIRT
 TQ0063'ROAD LEADING NORTH TO THE PUBLIC LANDFILL, 9.5 METERS (31 FT)
 TQ0063'NORTHEAST OF THE HIGHWAY CENTERLINE, 23.2 METERS (76 FT) WEST OF THE
 TQ0063'CENTERLINE OF A DIRT ROAD, 1.8 METERS (6 FT) SOUTHEAST OF A 160
 TQ0063'DEGREE FENCE CORNER POST, 1.5 METERS (5 FT) NORTHWEST OF A POWER
 TQ0063'LINE GUY POLE, 0.6 METER (2 FT) SOUTH OF A FENCE.
 TQ0063'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 TQ0063'THE MARK IS 0.2 M BELOW THE HIGHWAY CENTERLINE.
 TQ0063
 TQ0063                          STATION RECOVERY (1992)
 TQ0063
 TQ0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TQ0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0065 ***********************************************************************
 TQ0065  DESIGNATION -  A 379
 TQ0065  PID         -  TQ0065
 TQ0065  STATE/COUNTY-  WA/OKANOGAN
 TQ0065  USGS QUAD   -  TWISP EAST (1969)
 TQ0065
 TQ0065                         *CURRENT SURVEY CONTROL
 TQ0065  ___________________________________________________________________
 TQ0065* NAD 83(1986)-  48 20 55.     (N)    120 05 14.     (W)     SCALED    
 TQ0065* NAVD 88     -       485.737  (meters)    1593.62   (feet)  ADJUSTED  
 TQ0065  ___________________________________________________________________
 TQ0065  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 TQ0065  DYNAMIC HT  -         485.797 (meters)    1593.82  (feet)  COMP
 TQ0065  MODELED GRAV-     980,720.5   (mgal)                       NAVD 88
 TQ0065
 TQ0065  VERT ORDER  -  FIRST     CLASS II
 TQ0065
 TQ0065.The horizontal coordinates were scaled from a topographic map and have
 TQ0065.an estimated accuracy of +/- 6 seconds.
 TQ0065
 TQ0065.The orthometric height was determined by differential leveling
 TQ0065.and adjusted by the National Geodetic Survey in June 1991..
 TQ0065
 TQ0065.The geoid height was determined by GEOID03.
 TQ0065
 TQ0065.The dynamic height is computed by dividing the NAVD 88
 TQ0065.geopotential number by the normal gravity value computed on the
 TQ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0065.degrees latitude (g = 980.6199 gals.).
 TQ0065
 TQ0065.The modeled gravity was interpolated from observed gravity values.
 TQ0065
 TQ0065;                    North         East    Units  Estimated Accuracy
 TQ0065;SPC WA N     -   150,210.      555,300.      MT  (+/- 180 meters Scaled)
 TQ0065
 TQ0065                          SUPERSEDED SURVEY CONTROL
 TQ0065
 TQ0065  NGVD 29 (??/??/92)  484.504  (m)         1589.58   (f) ADJ UNCH    1 2
 TQ0065
 TQ0065.Superseded values are not recommended for survey control.
 TQ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0065.See file dsdata.txt to determine how the superseded data were derived.
 TQ0065
 TQ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU158591(NAD 83)
 TQ0065_MARKER: DB = BENCH MARK DISK
 TQ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0065_SP_SET: CONCRETE POST
 TQ0065_STAMPING: A 379 1958
 TQ0065_MARK LOGO: CGS   
 TQ0065_PROJECTION: PROJECTING 10 CENTIMETERS
 TQ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0065+STABILITY: SURFACE MOTION
 TQ0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TQ0065+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1989
 TQ0065
 TQ0065  HISTORY     - Date     Condition        Report By
 TQ0065  HISTORY     - 1958     MONUMENTED       CGS
 TQ0065  HISTORY     - 1982     GOOD             NGS
 TQ0065  HISTORY     - 19890705 GOOD             NGS
 TQ0065
 TQ0065                          STATION DESCRIPTION
 TQ0065
 TQ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0065'2.25 MI SE FROM TWISP.
 TQ0065'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL AT TWISP,
 TQ0065'THENCE 0.5 MILE SOUTHEAST ALONG AN ASPHALT ROAD, THENCE 0.65 MILES
 TQ0065'EAST ALONG A GRAVEL ROAD, AT TWISP AIRPORT, 0.08 MILE EAST OF THE EAST
 TQ0065'END OF THE LANDING STRIP, AT A FENCE CORNER, 28 1/2 FEET NORTH OF THE
 TQ0065'CENTER LINE OF THE GRAVEL ROAD, 31 1/2 FEET NORTH OF THE CENTER OF THE
 TQ0065'JUNCTION OF A DRIVEWAY LEADING SOUTH TO A HOUSE, 92 FEET WEST OF A
 TQ0065'POWER POLE WITH A TRANSFORMER AND GUY WIRE, 5 FEET NORTH-NORTHWEST OF
 TQ0065'A FENCE CORNER POST, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT
 TQ0065'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TQ0065'0.4 FOOT ABOVE THE GROUND.
 TQ0065
 TQ0065                          STATION RECOVERY (1982)
 TQ0065
 TQ0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0065'THE MARK IS 0.1 M ABOVE THE ROAD CENTERLINE.
 TQ0065'RECOVERED IN GOOD CONDITION. NOTE--THE SCHOOL IS NOW THE COMMUNITY
 TQ0065'CENTER AND HIGHWAY 16 IS NOW HIGHWAY 20.
 TQ0065'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 TQ0065
 TQ0065                          STATION RECOVERY (1989)
 TQ0065
 TQ0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TQ0065'THE STAION IS LOCATED ABOUT 49.9 KM (31.0 MI) NORTH-NORTHWEST OF
 TQ0065'PATEROS, 46.6 KM (29.0 MI) WEST OF OKANOGAN, 17.7 KM (11.0 MI)
 TQ0065'SOUTH-SOUTHEAST OF WINTHROP AND AT THE TWISP MUNICIPAL AIRPORT.
 TQ0065'TO REACH FROM THE COMUNITY CENTER AT TWISP, GO SOUTHEAST ON STATE
 TQ0065'ROUTE 20 FOR 1.77 KM (1.10 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 TQ0065'GO SOUTHEAST ON THE SURFACED ROAD FOR 0.80 KM (0.50 MI) TO A SIDE
 TQ0065'ROAD LEFT.  TURN LEFT AND EAST ON THE GRAVELED ROAD FOR 1.05 KM
 TQ0065'(0.65 MI) TO THE EAST END OF THE RUNWAY AND THE STATION.
 TQ0065'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE KONUMENT THAT PROJECTS
 TQ0065'10 CM (4 INCHES) ABOVE THE GROUND SURFACE.  IT IS 8.5 M (27.9 FT)
 TQ0065'NORTH OF THE CENTER OF THE SURFACED ROAD, 1.5 M (4.9 FT)
 TQ0065'NORTH-NORTHWEST OF A FENCE CORNER, 0.46 M (1.51 FT) EAST OF A WITNESS
 TQ0065'POST AND 0.1 M (0.3 FT) HIGHER THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0896 ***********************************************************************
 RZ0896  DESIGNATION -  A 38
 RZ0896  PID         -  RZ0896
 RZ0896  STATE/COUNTY-  WA/ASOTIN
 RZ0896  USGS QUAD   -  SILCOTT (1971)
 RZ0896
 RZ0896                         *CURRENT SURVEY CONTROL
 RZ0896  ___________________________________________________________________
 RZ0896* NAD 83(1986)-  46 25 39.     (N)    117 08 50.     (W)     SCALED    
 RZ0896* NAVD 88     -       219.738  (meters)     720.92   (feet)  ADJUSTED  
 RZ0896  ___________________________________________________________________
 RZ0896  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 RZ0896  DYNAMIC HT  -         219.738 (meters)     720.92  (feet)  COMP
 RZ0896  MODELED GRAV-     980,612.9   (mgal)                       NAVD 88
 RZ0896
 RZ0896  VERT ORDER  -  FIRST     CLASS I
 RZ0896
 RZ0896.The horizontal coordinates were scaled from a topographic map and have
 RZ0896.an estimated accuracy of +/- 6 seconds.
 RZ0896
 RZ0896.The orthometric height was determined by differential leveling
 RZ0896.and adjusted by the National Geodetic Survey in June 1991..
 RZ0896
 RZ0896.The geoid height was determined by GEOID03.
 RZ0896
 RZ0896.The dynamic height is computed by dividing the NAVD 88
 RZ0896.geopotential number by the normal gravity value computed on the
 RZ0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0896.degrees latitude (g = 980.6199 gals.).
 RZ0896
 RZ0896.The modeled gravity was interpolated from observed gravity values.
 RZ0896
 RZ0896;                    North         East    Units  Estimated Accuracy
 RZ0896;SPC WA S     -   127,090.      757,610.      MT  (+/- 180 meters Scaled)
 RZ0896
 RZ0896                          SUPERSEDED SURVEY CONTROL
 RZ0896
 RZ0896  NGVD 29 (??/??/92)  218.758  (m)          717.71   (f) ADJ UNCH    1 1
 RZ0896
 RZ0896.Superseded values are not recommended for survey control.
 RZ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0896.See file dsdata.txt to determine how the superseded data were derived.
 RZ0896
 RZ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM886415(NAD 83)
 RZ0896_MARKER: DB = BENCH MARK DISK
 RZ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0896_STAMPING: A 38 1933
 RZ0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0896+STABILITY: SURFACE MOTION
 RZ0896
 RZ0896  HISTORY     - Date     Condition        Report By
 RZ0896  HISTORY     - 1933     MONUMENTED       CGS
 RZ0896  HISTORY     - 1968     GOOD             NGS
 RZ0896  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0896
 RZ0896                          STATION DESCRIPTION
 RZ0896
 RZ0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ0896'6.45 MI W FROM CLARKSTON.
 RZ0896'6.45 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE WEST END OF THE SNAKE
 RZ0896'RIVER BRIDGE AT CLARKSTON, 0.55 MILE EAST OF MILEPOST 428, 31 FEET
 RZ0896'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET WEST-SOUTHWEST OF THE
 RZ0896'CENTER OF THE SOUTH END OF AN 18-INCH PIPE CULVERT, 29 FEET
 RZ0896'WEST-SOUTHWEST OF A WATCH FOR FALLING ROCK SIGN, 0.8 FOOT EAST OF A
 RZ0896'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 RZ0896'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 RZ0896
 RZ0896                          STATION RECOVERY (1980)
 RZ0896
 RZ0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0896'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-MARK
 RZ0896'BELIEVED BURIED BY NEW HIGHWAY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0334 ***********************************************************************
 TQ0334  DESIGNATION -  A 380
 TQ0334  PID         -  TQ0334
 TQ0334  STATE/COUNTY-  WA/SKAGIT
 TQ0334  USGS QUAD   -  LAKE SHANNON (1989)
 TQ0334
 TQ0334                         *CURRENT SURVEY CONTROL
 TQ0334  ___________________________________________________________________
 TQ0334* NAD 83(1986)-  48 30 50.     (N)    121 41 08.     (W)     SCALED    
 TQ0334* NAVD 88     -        68.287  (meters)     224.04   (feet)  ADJUSTED  
 TQ0334  ___________________________________________________________________
 TQ0334  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 TQ0334  DYNAMIC HT  -          68.302 (meters)     224.09  (feet)  COMP
 TQ0334  MODELED GRAV-     980,831.9   (mgal)                       NAVD 88
 TQ0334
 TQ0334  VERT ORDER  -  FIRST     CLASS I
 TQ0334
 TQ0334.The horizontal coordinates were scaled from a topographic map and have
 TQ0334.an estimated accuracy of +/- 6 seconds.
 TQ0334
 TQ0334.The orthometric height was determined by differential leveling
 TQ0334.and adjusted by the National Geodetic Survey in June 1991..
 TQ0334
 TQ0334.The geoid height was determined by GEOID03.
 TQ0334
 TQ0334.The dynamic height is computed by dividing the NAVD 88
 TQ0334.geopotential number by the normal gravity value computed on the
 TQ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0334.degrees latitude (g = 980.6199 gals.).
 TQ0334
 TQ0334.The modeled gravity was interpolated from observed gravity values.
 TQ0334
 TQ0334;                    North         East    Units  Estimated Accuracy
 TQ0334;SPC WA N     -   168,670.      437,040.      MT  (+/- 180 meters Scaled)
 TQ0334
 TQ0334                          SUPERSEDED SURVEY CONTROL
 TQ0334
 TQ0334  NGVD 29 (??/??/92)   67.139  (m)          220.27   (f) ADJ UNCH    1 1
 TQ0334
 TQ0334.Superseded values are not recommended for survey control.
 TQ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0334.See file dsdata.txt to determine how the superseded data were derived.
 TQ0334
 TQ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU970742(NAD 83)
 TQ0334_MARKER: DB = BENCH MARK DISK
 TQ0334_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0334_SP_SET: ROCK OUTCROP
 TQ0334_STAMPING: A 380 1958
 TQ0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0334+STABILITY: POSITION/ELEVATION WELL
 TQ0334
 TQ0334  HISTORY     - Date     Condition        Report By
 TQ0334  HISTORY     - 1958     MONUMENTED       CGS
 TQ0334  HISTORY     - 1973     GOOD             NGS
 TQ0334
 TQ0334                          STATION DESCRIPTION
 TQ0334
 TQ0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0334'4.7 MI SE FROM CONCRETE.
 TQ0334'3.45 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 TQ0334'SUPERIOR AVENUE AT CONCRETE, THENCE 0.35 MILE SOUTH AND WEST ALONG
 TQ0334'MOEN ROAD, THENCE 0.3 MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.6
 TQ0334'MILE EAST ALONG A TRACK ROAD WHICH IS ON A FORMER RAILROAD GRADE,
 TQ0334'ABOUT 603 FEET EAST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD INTO
 TQ0334'A FIELD, SET VERTICALLY IN THE SOUTH FACE OF A MASSIVE SHALE OUTCROP
 TQ0334'WHICH PROJECTS ABOUT 15 FEET ABOVE THE GROUND, 12 FEET NORTH OF THE
 TQ0334'CENTER LINE OF THE OLD RAILROAD GRADE, 20 FEET WEST OF THE EAST END OF
 TQ0334'THE OUTCROP, ABOUT 5 FEET HIGHER THAN THE ROAD, AND 4.5 FEET ABOVE THE
 TQ0334'GROUND.  1/4, SEC 19, T 35N, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0292 ***********************************************************************
 TQ0292  DESIGNATION -  A 381
 TQ0292  PID         -  TQ0292
 TQ0292  STATE/COUNTY-  WA/SNOHOMISH
 TQ0292  USGS QUAD   -  HELENA RIDGE (1989)
 TQ0292
 TQ0292                         *CURRENT SURVEY CONTROL
 TQ0292  ___________________________________________________________________
 TQ0292* NAD 83(1986)-  48 11 56.     (N)    121 31 06.     (W)     SCALED    
 TQ0292* NAVD 88     -       283.118  (meters)     928.86   (feet)  ADJUSTED  
 TQ0292  ___________________________________________________________________
 TQ0292  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 TQ0292  DYNAMIC HT  -         283.157 (meters)     928.99  (feet)  COMP
 TQ0292  MODELED GRAV-     980,743.7   (mgal)                       NAVD 88
 TQ0292
 TQ0292  VERT ORDER  -  SECOND    CLASS 0
 TQ0292
 TQ0292.The horizontal coordinates were scaled from a topographic map and have
 TQ0292.an estimated accuracy of +/- 6 seconds.
 TQ0292
 TQ0292.The orthometric height was determined by differential leveling
 TQ0292.and adjusted by the National Geodetic Survey in June 1991..
 TQ0292
 TQ0292.The geoid height was determined by GEOID03.
 TQ0292
 TQ0292.The dynamic height is computed by dividing the NAVD 88
 TQ0292.geopotential number by the normal gravity value computed on the
 TQ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0292.degrees latitude (g = 980.6199 gals.).
 TQ0292
 TQ0292.The modeled gravity was interpolated from observed gravity values.
 TQ0292
 TQ0292;                    North         East    Units  Estimated Accuracy
 TQ0292;SPC WA N     -   133,520.      449,080.      MT  (+/- 180 meters Scaled)
 TQ0292
 TQ0292                          SUPERSEDED SURVEY CONTROL
 TQ0292
 TQ0292  NGVD 29 (??/??/92)  281.942  (m)          925.00   (f) ADJ UNCH    2 0
 TQ0292
 TQ0292.Superseded values are not recommended for survey control.
 TQ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0292.See file dsdata.txt to determine how the superseded data were derived.
 TQ0292
 TQ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU100394(NAD 83)
 TQ0292_MARKER: DB = BENCH MARK DISK
 TQ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0292_STAMPING: A 381 1958
 TQ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0292+STABILITY: SURFACE MOTION
 TQ0292
 TQ0292  HISTORY     - Date     Condition        Report By
 TQ0292  HISTORY     - 1958     MONUMENTED       CGS
 TQ0292  HISTORY     - 1959     GOOD             NGS
 TQ0292  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TQ0292
 TQ0292                          STATION DESCRIPTION
 TQ0292
 TQ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TQ0292'7.2 MI SE FROM DARRINGTON.
 TQ0292'ABOUT 0.6 MILE NORTHEAST ALONG A ROAD FROM THE RANGER STATION AT
 TQ0292'DARRINGTON, THENCE 6.6 MILES SOUTHEAST ALONG FOREST SERVICE ROAD 322,
 TQ0292'73 FEET NORTHWEST OF THE CENTER OF THE T JUNCTION OF A DIM TRACK ROAD
 TQ0292'LEADING SOUTHWEST, 86 FEET SOUTHEAST OF THE CENTER OF THE Y JUNCTION
 TQ0292'OF DANS CREEK ROAD LEADING EAST, 22 FEET SOUTHWEST OF THE CENTER LINE
 TQ0292'OF THE FOREST SERVICE ROAD, 59 FEET SOUTH AND ACROSS THE ROAD FROM THE
 TQ0292'CENTER LINE OF DANS CREEK ROAD, 23 1/2 FEET SOUTHEAST OF A 4-BY 4-INCH
 TQ0292'WOODEN POST SUPPORTING DANS CREEK ROAD SIGN, 3.1 FEET SOUTHEAST OF A
 TQ0292'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TQ0292'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TQ0292
 TQ0292                          STATION RECOVERY (2001)
 TQ0292
 TQ0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TQ0292'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0626 ***********************************************************************
 TP0626  DESIGNATION -  A 382
 TP0626  PID         -  TP0626
 TP0626  STATE/COUNTY-  WA/OKANOGAN
 TP0626  USGS QUAD   -  CONCONULLY EAST (1981)
 TP0626
 TP0626                         *CURRENT SURVEY CONTROL
 TP0626  ___________________________________________________________________
 TP0626* NAD 83(1986)-  48 30 14.     (N)    119 37 43.     (W)     SCALED    
 TP0626* NAVD 88     -       414.885  (meters)    1361.17   (feet)  ADJUSTED  
 TP0626  ___________________________________________________________________
 TP0626  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 TP0626  DYNAMIC HT  -         414.943 (meters)    1361.36  (feet)  COMP
 TP0626  MODELED GRAV-     980,740.6   (mgal)                       NAVD 88
 TP0626
 TP0626  VERT ORDER  -  FIRST     CLASS II
 TP0626
 TP0626.The horizontal coordinates were scaled from a topographic map and have
 TP0626.an estimated accuracy of +/- 6 seconds.
 TP0626
 TP0626.The orthometric height was determined by differential leveling
 TP0626.and adjusted by the National Geodetic Survey in June 1991..
 TP0626
 TP0626.The geoid height was determined by GEOID03.
 TP0626
 TP0626.The dynamic height is computed by dividing the NAVD 88
 TP0626.geopotential number by the normal gravity value computed on the
 TP0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0626.degrees latitude (g = 980.6199 gals.).
 TP0626
 TP0626.The modeled gravity was interpolated from observed gravity values.
 TP0626
 TP0626;                    North         East    Units  Estimated Accuracy
 TP0626;SPC WA N     -   167,910.      589,020.      MT  (+/- 180 meters Scaled)
 TP0626
 TP0626                          SUPERSEDED SURVEY CONTROL
 TP0626
 TP0626  NGVD 29 (??/??/92)  413.585  (m)         1356.90   (f) ADJ UNCH    1 2
 TP0626
 TP0626.Superseded values are not recommended for survey control.
 TP0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0626.See file dsdata.txt to determine how the superseded data were derived.
 TP0626
 TP0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP058756(NAD 83)
 TP0626_MARKER: DB = BENCH MARK DISK
 TP0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0626_SP_SET: CONCRETE POST
 TP0626_STAMPING: A 382 1958
 TP0626_MARK LOGO: CGS   
 TP0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0626+STABILITY: SURFACE MOTION
 TP0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP0626+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1990
 TP0626
 TP0626  HISTORY     - Date     Condition        Report By
 TP0626  HISTORY     - 1958     MONUMENTED       CGS
 TP0626  HISTORY     - 1975     GOOD             USGS
 TP0626  HISTORY     - 19900626 GOOD             NGS
 TP0626
 TP0626                          STATION DESCRIPTION
 TP0626
 TP0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TP0626'8.0 MI SE FROM CONCONULLY.
 TP0626'8.0 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE CONCONULLY GUARD
 TP0626'STATION AT CONCONULLY, 8.0 MILES SOUTHWEST OF RIVERSIDE, 0.05 MILE
 TP0626'SOUTHWEST OF THE JUNCTION OF A DIRT DRIVEWAY LEADING NORTHWEST TO A
 TP0626'RANCHHOUSE, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 111 FEET
 TP0626'NORTHEAST OF THE CENTER OF A CATTLE CROSSING UNDER THE ROAD, 7 1/2
 TP0626'FEET SOUTH OF TELEPHONE POLE 69 WITH A GUY WIRE, 1.3 FEET NORTHWEST OF
 TP0626'A FENCE, 1.3 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 TP0626'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 TP0626'THE GROUND.
 TP0626
 TP0626                          STATION RECOVERY (1975)
 TP0626
 TP0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP0626'DELETE THE PHRASE-- 111 FT NE. OF THE CENTER OF A CATTLE CROSSING
 TP0626'UNDER THE ROAD.
 TP0626
 TP0626                          STATION RECOVERY (1990)
 TP0626
 TP0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TP0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1417 ***********************************************************************
 TP1417  DESIGNATION -  A 382 RESET
 TP1417  PID         -  TP1417
 TP1417  STATE/COUNTY-  WA/OKANOGAN
 TP1417  USGS QUAD   -  CONCONULLY EAST (1981)
 TP1417
 TP1417                         *CURRENT SURVEY CONTROL
 TP1417  ___________________________________________________________________
 TP1417* NAD 83(1986)-  48 30 14.     (N)    119 37 43.     (W)     SCALED    
 TP1417* NAVD 88     -       415.27   (meters)    1362.4    (feet)  RESET     
 TP1417  ___________________________________________________________________
 TP1417  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 TP1417
 TP1417  VERT ORDER  -  THIRD
 TP1417
 TP1417.The horizontal coordinates were scaled from a topographic map and have
 TP1417.an estimated accuracy of +/- 6 seconds.
 TP1417
 TP1417.The orthometric height was computed from unverified reset data.
 TP1417.No vertical observational check was made to the station.
 TP1417
 TP1417.The geoid height was determined by GEOID03.
 TP1417
 TP1417;                    North         East    Units  Estimated Accuracy
 TP1417;SPC WA N     -   167,910.      589,020.      MT  (+/- 180 meters Scaled)
 TP1417
 TP1417                          SUPERSEDED SURVEY CONTROL
 TP1417
 TP1417  NGVD 29 (12/17/02)  413.97   (m)         1358.2    (f) RESET       3  
 TP1417
 TP1417.Superseded values are not recommended for survey control.
 TP1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1417.See file dsdata.txt to determine how the superseded data were derived.
 TP1417
 TP1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP058756(NAD 83)
 TP1417_MARKER: DV = VERTICAL CONTROL DISK
 TP1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1417_SP_SET: CONCRETE POST
 TP1417_STAMPING: A 382 RESET 1990
 TP1417_MARK LOGO: NGS   
 TP1417_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1417+STABILITY: SURFACE MOTION
 TP1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP1417+SATELLITE: SATELLITE OBSERVATIONS - 1990
 TP1417
 TP1417  HISTORY     - Date     Condition        Report By
 TP1417  HISTORY     - 1990     MONUMENTED       NGS
 TP1417
 TP1417                          STATION DESCRIPTION
 TP1417
 TP1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 TP1417'THE STATION IS LOCATED ABOUT 12.9 SOUTHEAST OF CONCONULLY, 12.9 KM
 TP1417'(8.0 MI) SOUTHWEST OF RIVERSIDE, IN SECTION 25, T35N, R26E AND ON
 TP1417'COUNTY ROAD RIGHT-OF-WAY.
 TP1417'TO REACH FROM THE US FOREST SERVICE WORK CENTER IN CONCONULLY, GO
 TP1417'SOUTHEAST ON THE SURFACED ROAD FOR 12.89 KM (8.01 MI) TO THE STATION
 TP1417'ON THE LEFT,  IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 0.3 M
 TP1417'(1.0 FT) IN DIAMETER AND PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND
 TP1417'SURFACE.  IT IS 12.2 M (40.0 FT) SOUTH OF THE CENTER OF THE ROADWAY,
 TP1417'16.5 M (54.1 FT) NORTHWEST OF A POWER LINE POLE AND 0.6 M (2.0 FT)
 TP1417'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0756 ***********************************************************************
 SW0756  DESIGNATION -  A 384
 SW0756  PID         -  SW0756
 SW0756  STATE/COUNTY-  WA/GRANT
 SW0756  USGS QUAD   -  WINCHESTER SE (1978)
 SW0756
 SW0756                         *CURRENT SURVEY CONTROL
 SW0756  ___________________________________________________________________
 SW0756* NAD 83(1986)-  47 02 52.     (N)    119 33 22.     (W)     SCALED    
 SW0756* NAVD 88     -       346.737  (meters)    1137.59   (feet)  ADJUSTED  
 SW0756  ___________________________________________________________________
 SW0756  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 SW0756  DYNAMIC HT  -         346.761 (meters)    1137.66  (feet)  COMP
 SW0756  MODELED GRAV-     980,672.3   (mgal)                       NAVD 88
 SW0756
 SW0756  VERT ORDER  -  SECOND    CLASS 0
 SW0756
 SW0756.The horizontal coordinates were scaled from a topographic map and have
 SW0756.an estimated accuracy of +/- 6 seconds.
 SW0756
 SW0756.The orthometric height was determined by differential leveling
 SW0756.and adjusted by the National Geodetic Survey in June 1991..
 SW0756
 SW0756.The geoid height was determined by GEOID03.
 SW0756
 SW0756.The dynamic height is computed by dividing the NAVD 88
 SW0756.geopotential number by the normal gravity value computed on the
 SW0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0756.degrees latitude (g = 980.6199 gals.).
 SW0756
 SW0756.The modeled gravity was interpolated from observed gravity values.
 SW0756
 SW0756;                    North         East    Units  Estimated Accuracy
 SW0756;SPC WA S     -   190,990.      571,720.      MT  (+/- 180 meters Scaled)
 SW0756
 SW0756                          SUPERSEDED SURVEY CONTROL
 SW0756
 SW0756  NGVD 29 (??/??/92)  345.621  (m)         1133.92   (f) ADJ UNCH    2 0
 SW0756
 SW0756.Superseded values are not recommended for survey control.
 SW0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0756.See file dsdata.txt to determine how the superseded data were derived.
 SW0756
 SW0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN058136(NAD 83)
 SW0756_MARKER: DB = BENCH MARK DISK
 SW0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0756_STAMPING: A 384 1959
 SW0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0756+STABILITY: SURFACE MOTION
 SW0756
 SW0756  HISTORY     - Date     Condition        Report By
 SW0756  HISTORY     - 1959     MONUMENTED       CGS
 SW0756  HISTORY     - 1967     GOOD             NGS
 SW0756
 SW0756                          STATION DESCRIPTION
 SW0756
 SW0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0756'17.65 MI SW FROM MOSES LAKE.
 SW0756'MARK IS 4.0 MILES SOUTH ALONG DODSON ROAD FROM THE CENTER OF THE
 SW0756'OVERPASS OVER INTERSTATE HIGHWAY 90 (15 MILES EAST OF GEORGE), 0.15
 SW0756'MILE NORTH OF A MICROWAVE TOWER, 67 YARDS SOUTH OF THE SOUTHWEST
 SW0756'CORNER OF A SMALL CORRAL, 40 YARDS SOUTH OF A GATE, 21 YARDS NORTH OF
 SW0756'A POWER POLE, 50 FEET EAST OF THE CENTER OF THE ROAD, 16 FEET EAST OF
 SW0756'THE RIGHT-OF-WAY FENCE, ABOUT 2 FEET LOWER THAN THE ROAD AND 1 FOOT
 SW0756'WEST OF A METAL WITNESS POST.  STANDARD DISK SET IN A ROUND CONCRETE
 SW0756'POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0199 ***********************************************************************
 SY0199  DESIGNATION -  A 385
 SY0199  PID         -  SY0199
 SY0199  STATE/COUNTY-  WA/KING
 SY0199  USGS QUAD   -  
 SY0199
 SY0199                         *CURRENT SURVEY CONTROL
 SY0199  ___________________________________________________________________
 SY0199* NAD 83(1986)-  47 40 06.     (N)    122 07 48.     (W)     SCALED    
 SY0199* NAVD 88     -        13.250  (meters)      43.47   (feet)  ADJUSTED  
 SY0199  ___________________________________________________________________
 SY0199  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 SY0199  DYNAMIC HT  -          13.252 (meters)      43.48  (feet)  COMP
 SY0199  MODELED GRAV-     980,729.3   (mgal)                       NAVD 88
 SY0199
 SY0199  VERT ORDER  -  FIRST     CLASS II
 SY0199
 SY0199.The horizontal coordinates were scaled from a topographic map and have
 SY0199.an estimated accuracy of +/- 6 seconds.
 SY0199
 SY0199.The orthometric height was determined by differential leveling
 SY0199.and adjusted by the National Geodetic Survey in June 1991..
 SY0199
 SY0199.The geoid height was determined by GEOID03.
 SY0199
 SY0199.The dynamic height is computed by dividing the NAVD 88
 SY0199.geopotential number by the normal gravity value computed on the
 SY0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0199.degrees latitude (g = 980.6199 gals.).
 SY0199
 SY0199.The modeled gravity was interpolated from observed gravity values.
 SY0199
 SY0199;                    North         East    Units  Estimated Accuracy
 SY0199;SPC WA N     -    75,130.      402,620.      MT  (+/- 180 meters Scaled)
 SY0199
 SY0199                          SUPERSEDED SURVEY CONTROL
 SY0199
 SY0199  NGVD 29 (??/??/??)   12.161  (m)           39.90   (f) ADJUSTED    1 2
 SY0199
 SY0199.Superseded values are not recommended for survey control.
 SY0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0199.See file dsdata.txt to determine how the superseded data were derived.
 SY0199
 SY0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET653798(NAD 83)
 SY0199_MARKER: DB = BENCH MARK DISK
 SY0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0199_SP_SET: CULVERT
 SY0199_STAMPING: A 385 1959
 SY0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0199
 SY0199  HISTORY     - Date     Condition        Report By
 SY0199  HISTORY     - 1959     MONUMENTED       CGS
 SY0199  HISTORY     - 1965     GOOD             CGS
 SY0199  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0199  HISTORY     - 19951005 MARK NOT FOUND   USPSQD
 SY0199  HISTORY     - 20030315 MARK NOT FOUND   USPSQD
 SY0199
 SY0199                          STATION DESCRIPTION
 SY0199
 SY0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0199'0.7 MI W FROM REDMOND.
 SY0199'0.1 MILE NORTHWEST ALONG JACKSON STREET FROM THE REDMOND FIRE STATION
 SY0199'AND CITY HALL AT REDMOND, THENCE 0.6 MILE WEST ALONG LEARY STREET, AT
 SY0199'THE T JUNCTION OF STATE HIGHWAY 2D, IN TOP OF THE SOUTHEAST END OF THE
 SY0199'SOUTHWEST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER THE
 SY0199'HIGHWAY, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 SY0199'SOUTHEAST OF THE EXTENDED CENTER LINE OF LEARY STREET, 1.6 FEET
 SY0199'NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL, AND ABOUT 2 1/2 FEET
 SY0199'LOWER THAN THE HIGHWAY.
 SY0199
 SY0199                          STATION RECOVERY (1965)
 SY0199
 SY0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0199'RECOVERED IN GOOD CONDITION.
 SY0199
 SY0199                          STATION RECOVERY (1988)
 SY0199
 SY0199'RECOVERY NOTE BY US POWER SQUADRON 1988 (SVH)
 SY0199'MARK NOT FOUND.
 SY0199
 SY0199                          STATION RECOVERY (1995)
 SY0199
 SY0199'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY0199'MARK NOT FOUND.
 SY0199
 SY0199                          STATION RECOVERY (2003)
 SY0199
 SY0199'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCW)
 SY0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0200 ***********************************************************************
 SY0200  DESIGNATION -  A 385 RESET 1965
 SY0200  PID         -  SY0200
 SY0200  STATE/COUNTY-  WA/KING
 SY0200  USGS QUAD   -  
 SY0200
 SY0200                         *CURRENT SURVEY CONTROL
 SY0200  ___________________________________________________________________
 SY0200* NAD 83(1986)-  47 40 08.     (N)    122 07 47.     (W)     SCALED    
 SY0200* NAVD 88     -        12.76   (meters)      41.9    (feet)  RESET     
 SY0200  ___________________________________________________________________
 SY0200  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 SY0200
 SY0200  VERT ORDER  -  THIRD
 SY0200
 SY0200.The horizontal coordinates were scaled from a topographic map and have
 SY0200.an estimated accuracy of +/- 6 seconds.
 SY0200
 SY0200.The orthometric height was computed from unverified reset data.
 SY0200.No vertical observational check was made to the station.
 SY0200
 SY0200.The geoid height was determined by GEOID03.
 SY0200
 SY0200;                    North         East    Units  Estimated Accuracy
 SY0200;SPC WA N     -    75,190.      402,650.      MT  (+/- 180 meters Scaled)
 SY0200
 SY0200                          SUPERSEDED SURVEY CONTROL
 SY0200
 SY0200  NGVD 29 (??/??/??)   11.67   (m)           38.3    (f) RESET       3  
 SY0200
 SY0200.Superseded values are not recommended for survey control.
 SY0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0200.See file dsdata.txt to determine how the superseded data were derived.
 SY0200
 SY0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET653798(NAD 83)
 SY0200_MARKER: DB = BENCH MARK DISK
 SY0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0200_SP_SET: CATCH BASIN
 SY0200_STAMPING: A 385 RESET 1965
 SY0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0200
 SY0200  HISTORY     - Date     Condition        Report By
 SY0200  HISTORY     - 1965     MONUMENTED       CGS
 SY0200  HISTORY     - 1968     GOOD             WA-033
 SY0200  HISTORY     - 1978     MARK NOT FOUND   USGS
 SY0200  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 SY0200  HISTORY     - 20030315 MARK NOT FOUND   USPSQD
 SY0200
 SY0200                          STATION DESCRIPTION
 SY0200
 SY0200'DESCRIBED BY KING COUNTY WASHINGTON 1968
 SY0200'0.7 MI SW FROM REDMOND.
 SY0200'AT NORTHEASTERLY ANGLE OF INTERSECTION OF W. LAKE SAMMAMISH BLVD.
 SY0200'(STATE HWY. 901) AND LEARY WAY, IN FRONT OF ATLAS REALTY CO. OFFICE,
 SY0200'52 1/2 FEET SOUTHWEST OF NORTHWEST CORNER OF OFFICE BUILDING, 39 FEET
 SY0200'NORTHWEST OF POST SUPPORTING ATLAS REALTY SIGN, 29 FEET NORTHEAST OF
 SY0200'CENTER LINE OF W. LAKE SAMMAMISH BLVD., AT SOUTH CORNER OF CONCRETE
 SY0200'BOX WALL OF A DRAIN CATCH BASIN.  SECTION-- SE 1/4 11 T. 25 N. R. 5 E.
 SY0200
 SY0200                          STATION RECOVERY (1978)
 SY0200
 SY0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SY0200'MARK NOT FOUND.
 SY0200
 SY0200                          STATION RECOVERY (1996)
 SY0200
 SY0200'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0200'MARK NOT FOUND.
 SY0200
 SY0200                          STATION RECOVERY (2003)
 SY0200
 SY0200'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCW)
 SY0200'PRESUMED DESTROYED WITH MANY CHANGES TO BOTH ROADS AND BUILDINGS IN
 SY0200'VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0644 ***********************************************************************
 SX0644  DESIGNATION -  A 386
 SX0644  PID         -  SX0644
 SX0644  STATE/COUNTY-  WA/SNOHOMISH
 SX0644  USGS QUAD   -  MONTE CRISTO (1982)
 SX0644
 SX0644                         *CURRENT SURVEY CONTROL
 SX0644  ___________________________________________________________________
 SX0644* NAD 83(1986)-  47 53 24.     (N)    121 26 29.     (W)     SCALED    
 SX0644* NAVD 88     -       324.347  (meters)    1064.13   (feet)  ADJUSTED  
 SX0644  ___________________________________________________________________
 SX0644  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 SX0644  DYNAMIC HT  -         324.371 (meters)    1064.21  (feet)  COMP
 SX0644  MODELED GRAV-     980,680.2   (mgal)                       NAVD 88
 SX0644
 SX0644  VERT ORDER  -  SECOND    CLASS 0
 SX0644
 SX0644.The horizontal coordinates were scaled from a topographic map and have
 SX0644.an estimated accuracy of +/- 6 seconds.
 SX0644
 SX0644.The orthometric height was determined by differential leveling
 SX0644.and adjusted by the National Geodetic Survey in June 1991..
 SX0644
 SX0644.The geoid height was determined by GEOID03.
 SX0644
 SX0644.The dynamic height is computed by dividing the NAVD 88
 SX0644.geopotential number by the normal gravity value computed on the
 SX0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0644.degrees latitude (g = 980.6199 gals.).
 SX0644
 SX0644.The modeled gravity was interpolated from observed gravity values.
 SX0644
 SX0644;                    North         East    Units  Estimated Accuracy
 SX0644;SPC WA N     -    99,130.      454,530.      MT  (+/- 180 meters Scaled)
 SX0644
 SX0644                          SUPERSEDED SURVEY CONTROL
 SX0644
 SX0644  NGVD 29 (??/??/92)  323.145  (m)         1060.18   (f) ADJ UNCH    2 0
 SX0644
 SX0644.Superseded values are not recommended for survey control.
 SX0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0644.See file dsdata.txt to determine how the superseded data were derived.
 SX0644
 SX0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFU165052(NAD 83)
 SX0644_MARKER: DB = BENCH MARK DISK
 SX0644_SETTING: 80 = SET IN A BOULDER
 SX0644_STAMPING: A 386 1959
 SX0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0644+STABILITY: SURFACE MOTION
 SX0644
 SX0644  HISTORY     - Date     Condition        Report By
 SX0644  HISTORY     - 1959     MONUMENTED       CGS
 SX0644  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0644  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SX0644  HISTORY     - 20020114 MARK NOT FOUND   NGS
 SX0644
 SX0644                          STATION DESCRIPTION
 SX0644
 SX0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SX0644'8.25 MI NE FROM INDEX.
 SX0644'0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0644'INDEX, THENCE 8.05 MILES NORTHEAST ALONG AN ASPHALT AND GRAVEL ROAD,
 SX0644'0.1 MILE WEST OF THE JUNCTION OF SILVER CREEK ROAD NORTH, AT A WOODEN
 SX0644'BRIDGE OVER HOWARD CREEK, IN TOP OF A 5-BY 5-FOOT BOULDER WHICH
 SX0644'PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 59 FEET EAST OF THE CENTER
 SX0644'LINE OF THE ROAD, 54 FEET EAST OF THE SOUTHEAST CORNER OF THE BRIDGE,
 SX0644'8 FEET NORTH OF THE EAST END OF A LOG RETAINING WALL, 7.1 FEET SOUTH
 SX0644'OF A WITNESS POST, AND ABOUT 2 1/2 FEET LOWER THAN THE ROAD.
 SX0644
 SX0644                          STATION RECOVERY (1982)
 SX0644
 SX0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0644'MARK NOT FOUND.
 SX0644
 SX0644                          STATION RECOVERY (1988)
 SX0644
 SX0644'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0644'MARK NOT FOUND.
 SX0644
 SX0644                          STATION RECOVERY (2002)
 SX0644
 SX0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 SX0644'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0067 ***********************************************************************
 SX0067  DESIGNATION -  A 387
 SX0067  PID         -  SX0067
 SX0067  STATE/COUNTY-  WA/DOUGLAS
 SX0067  USGS QUAD   -  ENTIAT (1987)
 SX0067
 SX0067                         *CURRENT SURVEY CONTROL
 SX0067  ___________________________________________________________________
 SX0067* NAD 83(1986)-  47 37 55.     (N)    120 11 45.     (W)     SCALED    
 SX0067* NAVD 88     -       362.990  (meters)    1190.91   (feet)  ADJUSTED  
 SX0067  ___________________________________________________________________
 SX0067  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 SX0067  DYNAMIC HT  -         363.026 (meters)    1191.03  (feet)  COMP
 SX0067  MODELED GRAV-     980,700.2   (mgal)                       NAVD 88
 SX0067
 SX0067  VERT ORDER  -  SECOND    CLASS 0
 SX0067
 SX0067.The horizontal coordinates were scaled from a topographic map and have
 SX0067.an estimated accuracy of +/- 6 seconds.
 SX0067
 SX0067.The orthometric height was determined by differential leveling
 SX0067.and adjusted by the National Geodetic Survey in June 1991..
 SX0067
 SX0067.The geoid height was determined by GEOID03.
 SX0067
 SX0067.The dynamic height is computed by dividing the NAVD 88
 SX0067.geopotential number by the normal gravity value computed on the
 SX0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0067.degrees latitude (g = 980.6199 gals.).
 SX0067
 SX0067.The modeled gravity was interpolated from observed gravity values.
 SX0067
 SX0067;                    North         East    Units  Estimated Accuracy
 SX0067;SPC WA N     -    70,460.      547,910.      MT  (+/- 180 meters Scaled)
 SX0067
 SX0067                          SUPERSEDED SURVEY CONTROL
 SX0067
 SX0067  NGVD 29 (??/??/92)  361.836  (m)         1187.12   (f) ADJ UNCH    2 0
 SX0067
 SX0067.Superseded values are not recommended for survey control.
 SX0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0067.See file dsdata.txt to determine how the superseded data were derived.
 SX0067
 SX0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT106792(NAD 83)
 SX0067_MARKER: DB = BENCH MARK DISK
 SX0067_SETTING: 66 = SET IN ROCK OUTCROP
 SX0067_SP_SET: ROCK LEDGE
 SX0067_STAMPING: A 387 1959
 SX0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0067+STABILITY: POSITION/ELEVATION WELL
 SX0067
 SX0067  HISTORY     - Date     Condition        Report By
 SX0067  HISTORY     - 1959     MONUMENTED       CGS
 SX0067  HISTORY     - 1968     GOOD             USGS
 SX0067  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0067
 SX0067                          STATION DESCRIPTION
 SX0067
 SX0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SX0067'8.7 MI W FROM WATERVILLE.
 SX0067'8.7 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 SX0067'WATERVILLE, ABOUT 0.15 MILE NORTHEAST AND ACROSS COUNTRY FROM BENCH
 SX0067'MARK K 68, IN TOP OF THE WEST EDGE OF A LEDGE OF A LARGE OUTCROP WHICH
 SX0067'PROJECTS ABOUT 6 FEET ABOVE THE GROUND, 28 FEET SOUTH-SOUTHEAST OF THE
 SX0067'CENTER LINE OF THE HIGHWAY, 262 FEET EAST-NORTHEAST OF MILEPOST 62,
 SX0067'111 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD
 SX0067'LEADING EAST-SOUTHEAST TO THE OLD HIGHWAY, 26 1/2 FEET EAST OF THE
 SX0067'EAST END OF A WHITE GUARDRAIL, 6.3 FEET SOUTH OF A WITNESS POST, AND
 SX0067'ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
 SX0067
 SX0067                          STATION RECOVERY (1968)
 SX0067
 SX0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 SX0067'RECOVERED IN GOOD CONDITION.
 SX0067
 SX0067                          STATION RECOVERY (1982)
 SX0067
 SX0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0067'NOT RECOVERED, IMPRINT OF THE DISK AND SHANK WAS FOUND IN THE ROCK,
 SX0067'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0850 ***********************************************************************
 SW0850  DESIGNATION -  A 388
 SW0850  PID         -  SW0850
 SW0850  STATE/COUNTY-  WA/DOUGLAS
 SW0850  USGS QUAD   -  FARMER (1968)
 SW0850
 SW0850                         *CURRENT SURVEY CONTROL
 SW0850  ___________________________________________________________________
 SW0850* NAD 83(1986)-  47 36 45.     (N)    119 51 05.     (W)     SCALED    
 SW0850* NAVD 88     -       741.945  (meters)    2434.20   (feet)  ADJUSTED  
 SW0850  ___________________________________________________________________
 SW0850  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 SW0850  DYNAMIC HT  -         741.970 (meters)    2434.28  (feet)  COMP
 SW0850  MODELED GRAV-     980,621.8   (mgal)                       NAVD 88
 SW0850
 SW0850  VERT ORDER  -  SECOND    CLASS 0
 SW0850
 SW0850.The horizontal coordinates were scaled from a topographic map and have
 SW0850.an estimated accuracy of +/- 6 seconds.
 SW0850
 SW0850.The orthometric height was determined by differential leveling
 SW0850.and adjusted by the National Geodetic Survey in June 1991..
 SW0850
 SW0850.The geoid height was determined by GEOID03.
 SW0850
 SW0850.The dynamic height is computed by dividing the NAVD 88
 SW0850.geopotential number by the normal gravity value computed on the
 SW0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0850.degrees latitude (g = 980.6199 gals.).
 SW0850
 SW0850.The modeled gravity was interpolated from observed gravity values.
 SW0850
 SW0850;                    North         East    Units  Estimated Accuracy
 SW0850;SPC WA N     -    68,570.      573,820.      MT  (+/- 180 meters Scaled)
 SW0850
 SW0850                          SUPERSEDED SURVEY CONTROL
 SW0850
 SW0850  NGVD 29 (??/??/92)  740.768  (m)         2430.34   (f) ADJ UNCH    2 0
 SW0850
 SW0850.Superseded values are not recommended for survey control.
 SW0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0850.See file dsdata.txt to determine how the superseded data were derived.
 SW0850
 SW0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN857771(NAD 83)
 SW0850_MARKER: DB = BENCH MARK DISK
 SW0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0850_SP_SET: CONCRETE POST
 SW0850_STAMPING: A 388 1959
 SW0850_MARK LOGO: CGS   
 SW0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0850+STABILITY: SURFACE MOTION
 SW0850
 SW0850  HISTORY     - Date     Condition        Report By
 SW0850  HISTORY     - 1959     MONUMENTED       CGS
 SW0850  HISTORY     - 19811027 GOOD             NGS
 SW0850
 SW0850                          STATION DESCRIPTION
 SW0850
 SW0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SW0850'1.8 MI W FROM FARMER.
 SW0850'1.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AND STORE AT
 SW0850'FARMER, 0.2 MILE EAST OF THE JUNCTION OF A GRAVEL ROAD SOUTH, AT A
 SW0850'SUMMIT, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET EAST
 SW0850'OF A TELEPHONE POLE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2
 SW0850'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SW0850'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SW0850
 SW0850                          STATION RECOVERY (1981)
 SW0850
 SW0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0850'7.45 MILES (11.99 KM) EAST ALONG US HIGHWAY 2 FROM THE RAILROAD
 SW0850'CROSSING IN DOUGLAS TO A SIDE ROAD LEFT, E-NW, THENCE 0.2 MILE
 SW0850'(0.3 KM) EAST ALONG US HIGHWAY 2 TO THE MARK ON THE LEFT, 10.36 M
 SW0850'(33.99 FT) NORTH OF THE CENTER OF US HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1071 ***********************************************************************
 SW1071  DESIGNATION -  A 388 RESET
 SW1071  PID         -  SW1071
 SW1071  STATE/COUNTY-  WA/DOUGLAS
 SW1071  USGS QUAD   -  FARMER (1968)
 SW1071
 SW1071                         *CURRENT SURVEY CONTROL
 SW1071  ___________________________________________________________________
 SW1071* NAD 83(1986)-  47 36 45.     (N)    119 51 05.     (W)     SCALED    
 SW1071* NAVD 88     -       741.55   (meters)    2432.9    (feet)  RESET     
 SW1071  ___________________________________________________________________
 SW1071  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 SW1071
 SW1071  VERT ORDER  -  THIRD
 SW1071
 SW1071.The horizontal coordinates were scaled from a topographic map and have
 SW1071.an estimated accuracy of +/- 6 seconds.
 SW1071
 SW1071.The orthometric height was computed from unverified reset data.
 SW1071.No vertical observational check was made to the station.
 SW1071
 SW1071.The geoid height was determined by GEOID03.
 SW1071
 SW1071;                    North         East    Units  Estimated Accuracy
 SW1071;SPC WA N     -    68,570.      573,820.      MT  (+/- 180 meters Scaled)
 SW1071
 SW1071                          SUPERSEDED SURVEY CONTROL
 SW1071
 SW1071  NGVD 29 (12/17/02)  740.38   (m)         2429.1    (f) RESET       3  
 SW1071
 SW1071.Superseded values are not recommended for survey control.
 SW1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1071.See file dsdata.txt to determine how the superseded data were derived.
 SW1071
 SW1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN857771(NAD 83)
 SW1071_MARKER: DB = BENCH MARK DISK
 SW1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1071_SP_SET: CONCRETE POST
 SW1071_STAMPING: A 388 RESET 1981
 SW1071_MARK LOGO: NGS   
 SW1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1071+STABILITY: SURFACE MOTION
 SW1071
 SW1071  HISTORY     - Date     Condition        Report By
 SW1071  HISTORY     - UNK      MONUMENTED
 SW1071  HISTORY     - 19821102 GOOD             NGS
 SW1071
 SW1071                          STATION DESCRIPTION
 SW1071
 SW1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SW1071'7.5 MILES (12.1 KM) EAST ALONG US HIGHWAY 2 FROM THE RAILROAD CROSSING
 SW1071'IN DOUGLAS TO THE MARK ON THE LEFT, 0.1 MILE (0.2 KM) EAST OF ROAD,
 SW1071'12.19 M (39.99 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.61 M
 SW1071'(2.00 FT) EAST OF A CROSSROAD SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0493 ***********************************************************************
 SW0493  DESIGNATION -  A 389
 SW0493  PID         -  SW0493
 SW0493  STATE/COUNTY-  WA/DOUGLAS
 SW0493  USGS QUAD   -  PARK LAKE (1965)
 SW0493
 SW0493                         *CURRENT SURVEY CONTROL
 SW0493  ___________________________________________________________________
 SW0493* NAD 83(1986)-  47 37 15.     (N)    119 24 16.     (W)     SCALED    
 SW0493* NAVD 88     -       704.742  (meters)    2312.14   (feet)  ADJUSTED  
 SW0493  ___________________________________________________________________
 SW0493  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 SW0493  DYNAMIC HT  -         704.780 (meters)    2312.27  (feet)  COMP
 SW0493  MODELED GRAV-     980,643.2   (mgal)                       NAVD 88
 SW0493
 SW0493  VERT ORDER  -  SECOND    CLASS 0
 SW0493
 SW0493.The horizontal coordinates were scaled from a topographic map and have
 SW0493.an estimated accuracy of +/- 6 seconds.
 SW0493
 SW0493.The orthometric height was determined by differential leveling
 SW0493.and adjusted by the National Geodetic Survey in June 1991..
 SW0493
 SW0493.The geoid height was determined by GEOID03.
 SW0493
 SW0493.The dynamic height is computed by dividing the NAVD 88
 SW0493.geopotential number by the normal gravity value computed on the
 SW0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0493.degrees latitude (g = 980.6199 gals.).
 SW0493
 SW0493.The modeled gravity was interpolated from observed gravity values.
 SW0493
 SW0493;                    North         East    Units  Estimated Accuracy
 SW0493;SPC WA N     -    70,020.      607,400.      MT  (+/- 180 meters Scaled)
 SW0493
 SW0493                          SUPERSEDED SURVEY CONTROL
 SW0493
 SW0493  NGVD 29 (??/??/92)  703.562  (m)         2308.27   (f) ADJ UNCH    2 0
 SW0493
 SW0493.Superseded values are not recommended for survey control.
 SW0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0493.See file dsdata.txt to determine how the superseded data were derived.
 SW0493
 SW0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN193769(NAD 83)
 SW0493_MARKER: DB = BENCH MARK DISK
 SW0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0493_STAMPING: A 389 1959
 SW0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0493+STABILITY: SURFACE MOTION
 SW0493
 SW0493  HISTORY     - Date     Condition        Report By
 SW0493  HISTORY     - 1959     MONUMENTED       CGS
 SW0493  HISTORY     - 1981     GOOD             NGS
 SW0493
 SW0493                          STATION DESCRIPTION
 SW0493
 SW0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SW0493'5.7 MI W FROM COULEE CITY.
 SW0493'5.7 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE T JUNCTION OF FOURTH
 SW0493'STREET AT COULEE CITY, AT THE T JUNCTION OF A DIRT ROAD NORTH, 63 FEET
 SW0493'NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 230 FEET EAST OF
 SW0493'THE CENTER LINE OF THE ROAD, 20.5 FEET SOUTH-SOUTHEAST OF A FENCE, 1.6
 SW0493'FEET NORTH-NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 SW0493'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 SW0493'ABOVE THE GROUND.
 SW0493
 SW0493                          STATION RECOVERY (1981)
 SW0493
 SW0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1166 ***********************************************************************
 RZ1166  DESIGNATION -  A 39
 RZ1166  PID         -  RZ1166
 RZ1166  STATE/COUNTY-  WA/COLUMBIA
 RZ1166  USGS QUAD   -  DELANEY (1981)
 RZ1166
 RZ1166                         *CURRENT SURVEY CONTROL
 RZ1166  ___________________________________________________________________
 RZ1166* NAD 83(1986)-  46 32 47.     (N)    117 53 36.     (W)     SCALED    
 RZ1166* NAVD 88     -       334.314  (meters)    1096.83   (feet)  ADJUSTED  
 RZ1166  ___________________________________________________________________
 RZ1166  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 RZ1166  DYNAMIC HT  -         334.308 (meters)    1096.81  (feet)  COMP
 RZ1166  MODELED GRAV-     980,589.2   (mgal)                       NAVD 88
 RZ1166
 RZ1166  VERT ORDER  -  FIRST     CLASS I
 RZ1166
 RZ1166.The horizontal coordinates were scaled from a topographic map and have
 RZ1166.an estimated accuracy of +/- 6 seconds.
 RZ1166
 RZ1166.The orthometric height was determined by differential leveling
 RZ1166.and adjusted by the National Geodetic Survey in June 1991..
 RZ1166
 RZ1166.The geoid height was determined by GEOID03.
 RZ1166
 RZ1166.The dynamic height is computed by dividing the NAVD 88
 RZ1166.geopotential number by the normal gravity value computed on the
 RZ1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1166.degrees latitude (g = 980.6199 gals.).
 RZ1166
 RZ1166.The modeled gravity was interpolated from observed gravity values.
 RZ1166
 RZ1166;                    North         East    Units  Estimated Accuracy
 RZ1166;SPC WA S     -   138,130.      699,870.      MT  (+/- 180 meters Scaled)
 RZ1166
 RZ1166                          SUPERSEDED SURVEY CONTROL
 RZ1166
 RZ1166  NGVD 29 (??/??/92)  333.346  (m)         1093.65   (f) ADJ UNCH    1 1
 RZ1166
 RZ1166.Superseded values are not recommended for survey control.
 RZ1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1166.See file dsdata.txt to determine how the superseded data were derived.
 RZ1166
 RZ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM315551(NAD 83)
 RZ1166_MARKER: DB = BENCH MARK DISK
 RZ1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1166_STAMPING: A 39 1933
 RZ1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1166+STABILITY: SURFACE MOTION
 RZ1166
 RZ1166  HISTORY     - Date     Condition        Report By
 RZ1166  HISTORY     - 1933     MONUMENTED       CGS
 RZ1166  HISTORY     - 1968     GOOD             NGS
 RZ1166
 RZ1166                          STATION DESCRIPTION
 RZ1166
 RZ1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1166'19.5 MI NE FROM DAYTON.
 RZ1166'19.4 MILES NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RZ1166'DAYTON, THENCE 0.1 MILE NORTHWEST ALONG ARCHER ROAD, 26 1/2 FEET
 RZ1166'NORTHEAST OF THE CENTER LINE OF THE ROAD, 45.6 FEET NORTHWEST OF THE
 RZ1166'NORTHWEST RAIL OF THE UNION PACIFIC RAILROAD, 21 FEET NORTH-NORTHWEST
 RZ1166'OF THE NORTHEAST END OF A 24-INCH PIPE CULVERT, 3 1/2 FEET NORTHEAST
 RZ1166'OF THE SOUTHEAST END OF A GATE AND FENCE JUNCTION, 1.0 FOOT SOUTHEAST
 RZ1166'OF A FENCE, 0.8 FOOT SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 RZ1166'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 1 1/4 FEET
 RZ1166'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0095 ***********************************************************************
 TQ0095  DESIGNATION -  A 390
 TQ0095  PID         -  TQ0095
 TQ0095  STATE/COUNTY-  WA/OKANOGAN
 TQ0095  USGS QUAD   -  COOPER MTN (1968)
 TQ0095
 TQ0095                         *CURRENT SURVEY CONTROL
 TQ0095  ___________________________________________________________________
 TQ0095* NAD 83(1986)-  48 05 50.     (N)    120 01 23.     (W)     SCALED    
 TQ0095* NAVD 88     -       312.922  (meters)    1026.64   (feet)  ADJUSTED  
 TQ0095  ___________________________________________________________________
 TQ0095  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 TQ0095  DYNAMIC HT  -         312.959 (meters)    1026.77  (feet)  COMP
 TQ0095  MODELED GRAV-     980,722.0   (mgal)                       NAVD 88
 TQ0095
 TQ0095  VERT ORDER  -  SECOND    CLASS 0
 TQ0095
 TQ0095.The horizontal coordinates were scaled from a topographic map and have
 TQ0095.an estimated accuracy of +/- 6 seconds.
 TQ0095
 TQ0095.The orthometric height was determined by differential leveling
 TQ0095.and adjusted by the National Geodetic Survey in June 1991..
 TQ0095
 TQ0095.The geoid height was determined by GEOID03.
 TQ0095
 TQ0095.The dynamic height is computed by dividing the NAVD 88
 TQ0095.geopotential number by the normal gravity value computed on the
 TQ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0095.degrees latitude (g = 980.6199 gals.).
 TQ0095
 TQ0095.The modeled gravity was interpolated from observed gravity values.
 TQ0095
 TQ0095;                    North         East    Units  Estimated Accuracy
 TQ0095;SPC WA N     -   122,310.      560,350.      MT  (+/- 180 meters Scaled)
 TQ0095
 TQ0095                          SUPERSEDED SURVEY CONTROL
 TQ0095
 TQ0095  NGVD 29 (??/??/92)  311.691  (m)         1022.61   (f) ADJ UNCH    2 0
 TQ0095
 TQ0095.Superseded values are not recommended for survey control.
 TQ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0095.See file dsdata.txt to determine how the superseded data were derived.
 TQ0095
 TQ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU216313(NAD 83)
 TQ0095_MARKER: DB = BENCH MARK DISK
 TQ0095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TQ0095_SP_SET: CULVERT HEADWALL
 TQ0095_STAMPING: A 390 1959
 TQ0095_MARK LOGO: CGS   
 TQ0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 TQ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0095+STABILITY: SURFACE MOTION
 TQ0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TQ0095+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 TQ0095
 TQ0095  HISTORY     - Date     Condition        Report By
 TQ0095  HISTORY     - 1959     MONUMENTED       CGS
 TQ0095  HISTORY     - 19920827 GOOD             NGS
 TQ0095
 TQ0095                          STATION DESCRIPTION
 TQ0095
 TQ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TQ0095'2.85 MI S FROM METHOW.
 TQ0095'2.85 MILES SOUTH ALONG STATE HIGHWAY 153 FROM THE POST OFFICE AT
 TQ0095'METHOW, AT THE APPROXIMATE CENTER OF A LONG HORSESHOE CURVE, AT THE
 TQ0095'CROSSING OF A DRY WASH, IN TOP OF THE SOUTH END OF THE WEST CONCRETE
 TQ0095'HEAD WALL OF AN 18-INCH PIPE CULVERT, 20 FEET WEST OF THE CENTER LINE
 TQ0095'OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 TQ0095
 TQ0095                          STATION RECOVERY (1992)
 TQ0095
 TQ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TQ0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0024 ***********************************************************************
 TQ0024  DESIGNATION -  A 391
 TQ0024  PID         -  TQ0024
 TQ0024  STATE/COUNTY-  WA/OKANOGAN
 TQ0024  USGS QUAD   -  PEARRYGIN PEAK (1991)
 TQ0024
 TQ0024                         *CURRENT SURVEY CONTROL
 TQ0024  ___________________________________________________________________
 TQ0024* NAD 83(1986)-  48 36 48.     (N)    120 03 25.     (W)     SCALED    
 TQ0024* NAVD 88     -      1122.665  (meters)    3683.28   (feet)  ADJUSTED  
 TQ0024  ___________________________________________________________________
 TQ0024  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 TQ0024  DYNAMIC HT  -        1122.662 (meters)    3683.27  (feet)  COMP
 TQ0024  MODELED GRAV-     980,569.7   (mgal)                       NAVD 88
 TQ0024
 TQ0024  VERT ORDER  -  SECOND    CLASS 0
 TQ0024
 TQ0024.The horizontal coordinates were scaled from a topographic map and have
 TQ0024.an estimated accuracy of +/- 6 seconds.
 TQ0024
 TQ0024.The orthometric height was determined by differential leveling
 TQ0024.and adjusted by the National Geodetic Survey in June 1991..
 TQ0024
 TQ0024.The geoid height was determined by GEOID03.
 TQ0024
 TQ0024.The dynamic height is computed by dividing the NAVD 88
 TQ0024.geopotential number by the normal gravity value computed on the
 TQ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0024.degrees latitude (g = 980.6199 gals.).
 TQ0024
 TQ0024.The modeled gravity was interpolated from observed gravity values.
 TQ0024
 TQ0024;                    North         East    Units  Estimated Accuracy
 TQ0024;SPC WA N     -   179,670.      557,250.      MT  (+/- 180 meters Scaled)
 TQ0024
 TQ0024                          SUPERSEDED SURVEY CONTROL
 TQ0024
 TQ0024  NGVD 29 (??/??/92) 1121.305  (m)         3678.81   (f) ADJ UNCH    2 0
 TQ0024
 TQ0024.Superseded values are not recommended for survey control.
 TQ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0024.See file dsdata.txt to determine how the superseded data were derived.
 TQ0024
 TQ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU169886(NAD 83)
 TQ0024_MARKER: DB = BENCH MARK DISK
 TQ0024_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0024_SP_SET: ROCK OUTCROP
 TQ0024_STAMPING: A 391 1959
 TQ0024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0024+STABILITY: POSITION/ELEVATION WELL
 TQ0024
 TQ0024  HISTORY     - Date     Condition        Report By
 TQ0024  HISTORY     - 1959     MONUMENTED       CGS
 TQ0024  HISTORY     - 1966     GOOD             NGS
 TQ0024  HISTORY     - 19881115 GOOD             USGS
 TQ0024
 TQ0024                          STATION DESCRIPTION
 TQ0024
 TQ0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TQ0024'15.1 MI NE FROM WINTHROP.
 TQ0024'6.6 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 TQ0024'WINTHROP, THENCE 8.5 MILES EAST ALONG A GRAVEL ROAD, 0.17 MILE WEST OF
 TQ0024'THE CROSSING OF A CREEK, IN TOP OF A 3-BY 4-FOOT GRANITE OUTCROP WHICH
 TQ0024'PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 14 FEET NORTH OF THE CENTER
 TQ0024'LINE OF THE ROAD, 20.1 FEET EAST OF A WITNESS POST, AND ABOUT 4 FEET
 TQ0024'HIGHER THAN THE ROAD.  NOTE-- RD BEING WIDENED, RESET ESTABLISHED BUT
 TQ0024'OLD MARK LEFT IN PLACE.
 TQ0024
 TQ0024                          STATION RECOVERY (1966)
 TQ0024
 TQ0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TQ0024'RECOVERED IN GOOD CONDITION.
 TQ0024
 TQ0024                          STATION RECOVERY (1988)
 TQ0024
 TQ0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (RWH)
 TQ0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0843 ***********************************************************************
 SY0843  DESIGNATION -  A 392
 SY0843  PID         -  SY0843
 SY0843  STATE/COUNTY-  WA/PIERCE
 SY0843  USGS QUAD   -  GIG HARBOR (1994)
 SY0843
 SY0843                         *CURRENT SURVEY CONTROL
 SY0843  ___________________________________________________________________
 SY0843* NAD 83(1986)-  47 18 54.     (N)    122 32 17.     (W)     SCALED    
 SY0843* NAVD 88     -        65.296  (meters)     214.23   (feet)  POSTED    
 SY0843  ___________________________________________________________________
 SY0843  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY0843  DYNAMIC HT  -          65.310 (meters)     214.27  (feet)  COMP
 SY0843  MODELED GRAV-     980,775.2   (mgal)                       NAVD 88
 SY0843
 SY0843  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0843
 SY0843.The horizontal coordinates were scaled from a topographic map and have
 SY0843.an estimated accuracy of +/- 6 seconds.
 SY0843
 SY0843.The orthometric height was determined by differential leveling
 SY0843.and adjusted by the National Geodetic Survey in 1992..
 SY0843.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0843.rate of 0.0 thru 1.0 mm/km.
 SY0843
 SY0843.The geoid height was determined by GEOID03.
 SY0843
 SY0843.The dynamic height is computed by dividing the NAVD 88
 SY0843.geopotential number by the normal gravity value computed on the
 SY0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0843.degrees latitude (g = 980.6199 gals.).
 SY0843
 SY0843.The modeled gravity was interpolated from observed gravity values.
 SY0843
 SY0843;                    North         East    Units  Estimated Accuracy
 SY0843;SPC WA S     -   222,260.      345,930.      MT  (+/- 180 meters Scaled)
 SY0843
 SY0843                          SUPERSEDED SURVEY CONTROL
 SY0843
 SY0843  NGVD 29 (??/??/??)   64.243  (m)          210.77   (f) ADJUSTED    1 2
 SY0843
 SY0843.Superseded values are not recommended for survey control.
 SY0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0843.See file dsdata.txt to determine how the superseded data were derived.
 SY0843
 SY0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET349402(NAD 83)
 SY0843_MARKER: DB = BENCH MARK DISK
 SY0843_SETTING: 0 = UNSPECIFIED SETTING
 SY0843_STAMPING: A 392 1959
 SY0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0843
 SY0843  HISTORY     - Date     Condition        Report By
 SY0843  HISTORY     - 1959     MONUMENTED       CGS
 SY0843  HISTORY     - 1987     GOOD             USPSQD
 SY0843  HISTORY     - 19980124 GOOD             USPSQD
 SY0843
 SY0843                          STATION DESCRIPTION
 SY0843
 SY0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0843'IN TACOMA.
 SY0843'AT TACOMA, 1.3 MILES NORTHWEST ALONG FIVE MILE DRIVE FROM THE ENTRANCE
 SY0843'TO POINT DEFIANCE PARK, IN R2E, T 21N, S 15, AT THE NORTHEAST CORNER
 SY0843'OF A TRIANGLE FORMED BY THE JUNCTION OF A PAVED ROAD LEADING TO FORT
 SY0843'NISQUALLY, 78 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 36 FEET
 SY0843'SOUTH OF THE CENTER LINE OF THE DRIVE, 34 FEET WEST OF THE CENTER LINE
 SY0843'OF THE ROAD, 33 FEET SOUTHWEST OF A ROAD SIGNPOST, 24 1/2 FEET
 SY0843'SOUTH-SOUTHWEST OF THE SOUTHWEST END OF A CLAY PIPE CULVERT, 10 FEET
 SY0843'SOUTH-SOUTHWEST OF A 24-INCH DOUGLAS FIR TREE, ABOUT 2 1/2 FEET HIGHER
 SY0843'THAN THE DRIVE, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH
 SY0843'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 SY0843
 SY0843                          STATION RECOVERY (1987)
 SY0843
 SY0843'RECOVERY NOTE BY US POWER SQUADRON 1987 (WO)
 SY0843'RECOVERED IN GOOD CONDITION.
 SY0843
 SY0843                          STATION RECOVERY (1998)
 SY0843
 SY0843'RECOVERY NOTE BY US POWER SQUADRON 1998
 SY0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0744 ***********************************************************************
 TP0744  DESIGNATION -  A 393
 TP0744  PID         -  TP0744
 TP0744  STATE/COUNTY-  WA/OKANOGAN
 TP0744  USGS QUAD   -  TIFFANY MOUNTAIN (1989)
 TP0744
 TP0744                         *CURRENT SURVEY CONTROL
 TP0744  ___________________________________________________________________
 TP0744* NAD 83(1986)-  48 41 41.     (N)    119 52 57.     (W)     SCALED    
 TP0744* NAVD 88     -      1918.977  (meters)    6295.84   (feet)  ADJUSTED  
 TP0744  ___________________________________________________________________
 TP0744  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TP0744  DYNAMIC HT  -        1918.784 (meters)    6295.21  (feet)  COMP
 TP0744  MODELED GRAV-     980,439.9   (mgal)                       NAVD 88
 TP0744
 TP0744  VERT ORDER  -  SECOND    CLASS 0
 TP0744
 TP0744.The horizontal coordinates were scaled from a topographic map and have
 TP0744.an estimated accuracy of +/- 6 seconds.
 TP0744
 TP0744.The orthometric height was determined by differential leveling
 TP0744.and adjusted by the National Geodetic Survey in June 1991..
 TP0744
 TP0744.The geoid height was determined by GEOID03.
 TP0744
 TP0744.The dynamic height is computed by dividing the NAVD 88
 TP0744.geopotential number by the normal gravity value computed on the
 TP0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0744.degrees latitude (g = 980.6199 gals.).
 TP0744
 TP0744.The modeled gravity was interpolated from observed gravity values.
 TP0744
 TP0744;                    North         East    Units  Estimated Accuracy
 TP0744;SPC WA N     -   188,860.      570,000.      MT  (+/- 180 meters Scaled)
 TP0744
 TP0744                          SUPERSEDED SURVEY CONTROL
 TP0744
 TP0744  NGVD 29 (??/??/92) 1917.459  (m)         6290.86   (f) ADJ UNCH    2 0
 TP0744
 TP0744.Superseded values are not recommended for survey control.
 TP0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0744.See file dsdata.txt to determine how the superseded data were derived.
 TP0744
 TP0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP878975(NAD 83)
 TP0744_MARKER: DB = BENCH MARK DISK
 TP0744_SETTING: 66 = SET IN ROCK OUTCROP
 TP0744_SP_SET: GRANITE OUTCROP
 TP0744_STAMPING: A 393 1959
 TP0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0744+STABILITY: POSITION/ELEVATION WELL
 TP0744
 TP0744  HISTORY     - Date     Condition        Report By
 TP0744  HISTORY     - 1959     MONUMENTED       CGS
 TP0744
 TP0744                          STATION DESCRIPTION
 TP0744
 TP0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0744'14.0 MI NW FROM CONCONULLY.
 TP0744'14.0 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0744'CONCONULLY, 0.4 MILE EAST OF AN 18-INCH PIPE CULVERT UNDER THE ROAD,
 TP0744'IN TOP OF A 10-BY 25-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 4 FEET
 TP0744'ABOVE THE GROUND, 53 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 TP0744'30.1 FEET EAST-NORTHEAST OF A WITNESS POST, AND ABOUT 4 FEET HIGHER
 TP0744'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0655 ***********************************************************************
 TP0655  DESIGNATION -  A 394
 TP0655  PID         -  TP0655
 TP0655  STATE/COUNTY-  WA/OKANOGAN
 TP0655  USGS QUAD   -  DUNCAN RIDGE (1981)
 TP0655
 TP0655                         *CURRENT SURVEY CONTROL
 TP0655  ___________________________________________________________________
 TP0655* NAD 83(1986)-  48 51 37.     (N)    119 45 40.     (W)     SCALED    
 TP0655* NAVD 88     -      1048.169  (meters)    3438.87   (feet)  ADJUSTED  
 TP0655  ___________________________________________________________________
 TP0655  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 TP0655  DYNAMIC HT  -        1048.224 (meters)    3439.05  (feet)  COMP
 TP0655  MODELED GRAV-     980,627.2   (mgal)                       NAVD 88
 TP0655
 TP0655  VERT ORDER  -  SECOND    CLASS 0
 TP0655
 TP0655.The horizontal coordinates were scaled from a topographic map and have
 TP0655.an estimated accuracy of +/- 6 seconds.
 TP0655
 TP0655.The orthometric height was determined by differential leveling
 TP0655.and adjusted by the National Geodetic Survey in June 1991..
 TP0655
 TP0655.The geoid height was determined by GEOID03.
 TP0655
 TP0655.The dynamic height is computed by dividing the NAVD 88
 TP0655.geopotential number by the normal gravity value computed on the
 TP0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0655.degrees latitude (g = 980.6199 gals.).
 TP0655
 TP0655.The modeled gravity was interpolated from observed gravity values.
 TP0655
 TP0655;                    North         East    Units  Estimated Accuracy
 TP0655;SPC WA N     -   207,390.      578,680.      MT  (+/- 180 meters Scaled)
 TP0655
 TP0655                          SUPERSEDED SURVEY CONTROL
 TP0655
 TP0655  NGVD 29 (??/??/92) 1046.806  (m)         3434.40   (f) ADJ UNCH    2 0
 TP0655
 TP0655.Superseded values are not recommended for survey control.
 TP0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0655.See file dsdata.txt to determine how the superseded data were derived.
 TP0655
 TP0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ974156(NAD 83)
 TP0655_MARKER: DB = BENCH MARK DISK
 TP0655_SETTING: 80 = SET IN A BOULDER
 TP0655_STAMPING: A 394 1959
 TP0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0655+STABILITY: SURFACE MOTION
 TP0655
 TP0655  HISTORY     - Date     Condition        Report By
 TP0655  HISTORY     - 1959     MONUMENTED       CGS
 TP0655  HISTORY     - 1972     GOOD             NGS
 TP0655  HISTORY     - 1976     GOOD             USGS
 TP0655
 TP0655                          STATION DESCRIPTION
 TP0655
 TP0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 TP0655'10.05 MI W FROM LOOMIS.
 TP0655'REACHED FROM THE POST OFFICE IN LOOMIS BY GOING WEST 1 BLOCK, THEN
 TP0655'NORTH 2.2 MILES, TURN LEFT ON TOATS COULEE ROAD AND GO 5.3 MILES TO A
 TP0655'CONCRETE BRIDGE OVER TOATS COULEE CREEK, CONTINUE 2.45 MILE S TO THE
 TP0655'MARK ON THE LEFT, 54 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 2 FEET
 TP0655'LOWER THAN THE ROAD, 25 YARDS NORTHWEST OF THE SOUTHEAST END OF A
 TP0655'SHORT, NW-SE RIDGE WHICH BREAKS OFF SHARPLY ON THE SOUTHWEST SIDE, A
 TP0655'STANDARD DISK SET IN A 3X5-FOOT BOULDER WHICH PROJECTS ABOUT 2 1/2
 TP0655'FEET.  THE MARK IS 0.65 MILE SOUTHEAST OF THE BRIDGE AT NORTH FORK
 TP0655'CAMPGROUND.
 TP0655
 TP0655                          STATION RECOVERY (1976)
 TP0655
 TP0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TP0655'2.15 MI N. ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT LOOMIS,
 TP0655'THENCE 7.9 MI W. ALONG A PAVED ROAD, 0.7 MI SE. OF A BRIDGE OVER THE
 TP0655'N. FORK OF TOATS COULEE CR; IN TOP OF A 3 X 5 FT GRANITE OUTCROP
 TP0655'WHICH PROJECTS ABOUT 2 1/2 FT ABOVE THE GROUND 45 FT SW. OF THE
 TP0655'CENTERLINE OF THE ROAD, 3.0 FT SSW. OF A WITNESS POST, AND ABOUT 6 FT
 TP0655'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0756 ***********************************************************************
 TP0756  DESIGNATION -  A 395
 TP0756  PID         -  TP0756
 TP0756  STATE/COUNTY-  WA/OKANOGAN
 TP0756  USGS QUAD   -  ENTERPRISE (1982)
 TP0756
 TP0756                         *CURRENT SURVEY CONTROL
 TP0756  ___________________________________________________________________
 TP0756* NAD 83(1986)-  48 48 58.     (N)    119 35 46.     (W)     SCALED    
 TP0756* NAVD 88     -       427.417  (meters)    1402.28   (feet)  ADJUSTED  
 TP0756  ___________________________________________________________________
 TP0756  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 TP0756  DYNAMIC HT  -         427.468 (meters)    1402.45  (feet)  COMP
 TP0756  MODELED GRAV-     980,718.3   (mgal)                       NAVD 88
 TP0756
 TP0756  VERT ORDER  -  SECOND    CLASS 0
 TP0756
 TP0756.The horizontal coordinates were scaled from a topographic map and have
 TP0756.an estimated accuracy of +/- 6 seconds.
 TP0756
 TP0756.The orthometric height was determined by differential leveling
 TP0756.and adjusted by the National Geodetic Survey in June 1991..
 TP0756
 TP0756.The geoid height was determined by GEOID03.
 TP0756
 TP0756.The dynamic height is computed by dividing the NAVD 88
 TP0756.geopotential number by the normal gravity value computed on the
 TP0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0756.degrees latitude (g = 980.6199 gals.).
 TP0756
 TP0756.The modeled gravity was interpolated from observed gravity values.
 TP0756
 TP0756;                    North         East    Units  Estimated Accuracy
 TP0756;SPC WA N     -   202,660.      590,860.      MT  (+/- 180 meters Scaled)
 TP0756
 TP0756                          SUPERSEDED SURVEY CONTROL
 TP0756
 TP0756  NGVD 29 (??/??/92)  426.092  (m)         1397.94   (f) ADJ UNCH    2 0
 TP0756
 TP0756.Superseded values are not recommended for survey control.
 TP0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0756.See file dsdata.txt to determine how the superseded data were derived.
 TP0756
 TP0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ094102(NAD 83)
 TP0756_MARKER: DB = BENCH MARK DISK
 TP0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0756_STAMPING: A 395 1959
 TP0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0756+STABILITY: SURFACE MOTION
 TP0756
 TP0756  HISTORY     - Date     Condition        Report By
 TP0756  HISTORY     - 1959     MONUMENTED       CGS
 TP0756  HISTORY     - 1976     GOOD             USGS
 TP0756
 TP0756                          STATION DESCRIPTION
 TP0756
 TP0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0756'2.0 MI E FROM LOOMIS.
 TP0756'2.0 MILES EAST ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT LOOMIS,
 TP0756'0.05 MILE WEST OF THE Y JUNCTION OF A GRAVEL ROAD LEADING SOUTHEAST TO
 TP0756'HORSE SPRING COULE, 50 FEET SOUTHEAST OF THE CENTER OF THE T JUNCTION
 TP0756'OF A DRIVEWAY NORTH TO A HOUSE, 21 FEET SOUTH OF THE CENTER LINE OF
 TP0756'THE ROAD, 49 FEET EAST OF THE EAST END OF A GATE, 44 1/2 FEET
 TP0756'SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM TELEPHONE POLE 336, 1 1/2
 TP0756'FEET SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 1.2 FEET NORTH OF A
 TP0756'FENCE, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 TP0756'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 TP0756'GROUND.
 TP0756
 TP0756                          STATION RECOVERY (1976)
 TP0756
 TP0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TP0756'2.0 MI E. ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT LOOMIS,
 TP0756'0.05 MI W. OF THE "Y" JUNCTION OF A GRAVEL ROAD LEADING SE. TO HORSE
 TP0756'SPRING COULEE, 50 FT SE. OF THE CENTER OF THE "T" JUNCTION OF A
 TP0756'DRIVEWAY N. TO A HOUSE, 21 FT S. OF THE CENTERLINE OF THE ROAD. 44
 TP0756'1/2 FT SSE., AND ACROSS THE ROAD FROM TELEPHONE POLE 336, 1 1/2 FT W.
 TP0756'OF A POWER POLE WITH A GUY WIRE, 1.2 FT UNDER A FENCE, 1.2 FT S. OF A
 TP0756'WITNESS POST, 2.6 FT LOWER THAN THE RD. AND SET IN TOP OF A CONCRETE
 TP0756'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0446 ***********************************************************************
 SW0446  DESIGNATION -  A 4
 SW0446  PID         -  SW0446
 SW0446  STATE/COUNTY-  WA/GRANT
 SW0446  USGS QUAD   -  MOLD (1965)
 SW0446
 SW0446                         *CURRENT SURVEY CONTROL
 SW0446  ___________________________________________________________________
 SW0446* NAD 83(1986)-  47 38 29.     (N)    119 16 38.     (W)     SCALED    
 SW0446* NAVD 88     -       485.01   (+/-2cm)    1591.2    (feet)  VERTCON   
 SW0446  ___________________________________________________________________
 SW0446  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 SW0446
 SW0446  VERT ORDER  -  ? (See Below)
 SW0446
 SW0446.The horizontal coordinates were scaled from a topographic map and have
 SW0446.an estimated accuracy of +/- 6 seconds.
 SW0446
 SW0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0446.The vertical order pertains to the NGVD 29 superseded value.
 SW0446
 SW0446.The geoid height was determined by GEOID03.
 SW0446
 SW0446;                    North         East    Units  Estimated Accuracy
 SW0446;SPC WA S     -   257,270.      591,890.      MT  (+/- 180 meters Scaled)
 SW0446
 SW0446                          SUPERSEDED SURVEY CONTROL
 SW0446
 SW0446  NGVD 29 (??/??/92)  483.853  (m)         1587.44   (f) ADJ UNCH    ?  
 SW0446
 SW0446.Superseded values are not recommended for survey control.
 SW0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0446.See file dsdata.txt to determine how the superseded data were derived.
 SW0446
 SW0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN289789(NAD 83)
 SW0446_MARKER: DD = SURVEY DISK
 SW0446_SETTING: 80 = SET IN A BOULDER
 SW0446_SP_SET: BOULDER
 SW0446_STAMPING: A 4 1940
 SW0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0446+STABILITY: SURFACE MOTION
 SW0446
 SW0446  HISTORY     - Date     Condition        Report By
 SW0446  HISTORY     - 1940     MONUMENTED       BOR
 SW0446  HISTORY     - 1966     GOOD             NGS
 SW0446
 SW0446                          STATION DESCRIPTION
 SW0446
 SW0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0446'2.2 MI NE FROM COULEE CITY.
 SW0446'REACHED FROM BENCH MARK A 5 BY GOING NORTH ON A LITTLE-USED ROAD FOR
 SW0446'0.7 MILE TO A FENCE CORNER ON THE RIGHT AND THE MARK 50 YARDS NORTH OF
 SW0446'THE FENCE CORNER.  MARK IS ABOUT 53 YARDS NORTH-NORTHEAST OF THE
 SW0446'SOUTHWEST CORNER OF SECTION 23, T25N, R28E, ABOUT 70 YARDS
 SW0446'NORTH-NORTHWEST OF THE SOUTHERN END OF A NATURAL 20-FOOT HIGH ROCK
 SW0446'BANK, 75 FEET EAST OF THE ROAD, 22 YARDS SOUTH-SOUTHWEST OF A 6 X
 SW0446'10-FOOT BOULDER WHICH PROJECTS 5 FEET, AND ABOUT 1 FOOT LOWER THAN THE
 SW0446'ROAD.  A BUREAU OF RECLAMATION DISK SET IN A 4 X 5-FOOT BOULDER WHICH
 SW0446'PROJECTS 2 FEET.  THE DISK IS STAMPED A 4 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0685 ***********************************************************************
 SV0685  DESIGNATION -  A 4
 SV0685  PID         -  SV0685
 SV0685  STATE/COUNTY-  WA/SPOKANE
 SV0685  USGS QUAD   -  SPOKANE NW (1986)
 SV0685
 SV0685                         *CURRENT SURVEY CONTROL
 SV0685  ___________________________________________________________________
 SV0685* NAD 83(1986)-  47 39 40.     (N)    117 22 44.     (W)     SCALED    
 SV0685* NAVD 88     -       584.975  (meters)    1919.21   (feet)  ADJUSTED  
 SV0685  ___________________________________________________________________
 SV0685  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 SV0685  DYNAMIC HT  -         585.007 (meters)    1919.31  (feet)  COMP
 SV0685  MODELED GRAV-     980,648.6   (mgal)                       NAVD 88
 SV0685
 SV0685  VERT ORDER  -  FIRST     CLASS II
 SV0685
 SV0685.The horizontal coordinates were scaled from a topographic map and have
 SV0685.an estimated accuracy of +/- 6 seconds.
 SV0685
 SV0685.The orthometric height was determined by differential leveling
 SV0685.and adjusted by the National Geodetic Survey in June 1991..
 SV0685
 SV0685.The geoid height was determined by GEOID03.
 SV0685
 SV0685.The dynamic height is computed by dividing the NAVD 88
 SV0685.geopotential number by the normal gravity value computed on the
 SV0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0685.degrees latitude (g = 980.6199 gals.).
 SV0685
 SV0685.The modeled gravity was interpolated from observed gravity values.
 SV0685
 SV0685;                    North         East    Units  Estimated Accuracy
 SV0685;SPC WA N     -    79,330.      759,380.      MT  (+/- 180 meters Scaled)
 SV0685
 SV0685                          SUPERSEDED SURVEY CONTROL
 SV0685
 SV0685  NGVD 29 (??/??/92)  583.817  (m)         1915.41   (f) ADJ UNCH    1 2
 SV0685
 SV0685.Superseded values are not recommended for survey control.
 SV0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0685.See file dsdata.txt to determine how the superseded data were derived.
 SV0685
 SV0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN715787(NAD 83)
 SV0685_MARKER: DB = BENCH MARK DISK
 SV0685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0685_SP_SET: BUILDING
 SV0685_STAMPING: A 4 1914
 SV0685_MARK LOGO: CGS   
 SV0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0685
 SV0685  HISTORY     - Date     Condition        Report By
 SV0685  HISTORY     - 1944     MONUMENTED       CGS
 SV0685  HISTORY     - 1965     GOOD             NGS
 SV0685  HISTORY     - 1980     GOOD             NGS
 SV0685
 SV0685                          STATION DESCRIPTION
 SV0685
 SV0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0685'IN SPOKANE.
 SV0685'AT SPOKANE, SPOKANE COUNTY, ABOUT 1.9 MILES EAST ALONG THE NORTHERN
 SV0685'PACIFIC RAILWAY FROM THE STATION, JUST EAST OF THE CROSSING OF THE
 SV0685'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, IN THE EAST WALL OF
 SV0685'A BRICK INTERLOCKING TOWER, NEAR THE SOUTHEAST CORNER, 55.8 FEET NORTH
 SV0685'OF THE NORTH RAIL OF THE MAIN TRACK, AND 2.8 FEET ABOVE THE GROUND. A
 SV0685'STANDARD DISK, STAMPED A 4 1914 AND SET VERTICALLY. NOTE-- ABOUT 1
 SV0685'BLOCK EAST OF NAPA STREET, SET IN THE SOUTHEAST WALL OF A 2-STORY RED
 SV0685'BRICK BUILDING ABOUT 12X18 FEET AND 25 FEET HIGH.
 SV0685
 SV0685                          STATION RECOVERY (1980)
 SV0685
 SV0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0685'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0421 ***********************************************************************
 TR0421  DESIGNATION -  A 4
 TR0421  PID         -  TR0421
 TR0421  STATE/COUNTY-  WA/ISLAND
 TR0421  USGS QUAD   -  OAK HARBOR (1973)
 TR0421
 TR0421                         *CURRENT SURVEY CONTROL
 TR0421  ___________________________________________________________________
 TR0421* NAD 83(1991)-  48 19 32.48360(N)    122 37 41.97106(W)     ADJUSTED  
 TR0421* NAVD 88     -        54.479  (meters)     178.74   (feet)  ADJUSTED  
 TR0421  ___________________________________________________________________
 TR0421  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 TR0421  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 TR0421  DYNAMIC HT  -          54.492 (meters)     178.78  (feet)  COMP
 TR0421  MODELED GRAV-     980,855.6   (mgal)                       NAVD 88
 TR0421
 TR0421  HORZ ORDER  -  THIRD
 TR0421  VERT ORDER  -  FIRST     CLASS II
 TR0421
 TR0421.The horizontal coordinates were established by classical geodetic methods
 TR0421.and adjusted by the National Geodetic Survey in December 1991..
 TR0421
 TR0421.The orthometric height was determined by differential leveling
 TR0421.and adjusted by the National Geodetic Survey in June 1991..
 TR0421
 TR0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0421
 TR0421.The geoid height was determined by GEOID03.
 TR0421
 TR0421.The dynamic height is computed by dividing the NAVD 88
 TR0421.geopotential number by the normal gravity value computed on the
 TR0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0421.degrees latitude (g = 980.6199 gals.).
 TR0421
 TR0421.The modeled gravity was interpolated from observed gravity values.
 TR0421
 TR0421;                    North         East     Units Scale Factor Converg.
 TR0421;SPC WA N     -   148,946.728   366,912.259   MT  0.99994882   -1 20 11.1
 TR0421;SPC WA N     -   488,669.39  1,203,777.97   sFT  0.99994882   -1 20 11.1
 TR0421;UTM  10      - 5,352,567.079   527,550.283   MT  0.99960933   +0 16 39.4
 TR0421
 TR0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0421!SPC WA N     -   0.99999495  x   0.99994882  =   0.99994377
 TR0421!UTM  10      -   0.99999495  x   0.99960933  =   0.99960428
 TR0421
 TR0421|---------------------------------------------------------------------|
 TR0421| PID    Reference Object                     Distance      Geod. Az  |
 TR0421|                                                           dddmmss.s |
 TR0421| TR1389 A 3 RESET 1973                      336.999 METERS 19151     |
 TR0421|---------------------------------------------------------------------|
 TR0421
 TR0421                          SUPERSEDED SURVEY CONTROL
 TR0421
 TR0421  NAD 83(1986)-  48 19 32.48609(N)    122 37 41.97591(W) AD(       ) 3
 TR0421  NAD 27      -  48 19 33.12400(N)    122 37 37.36000(W) AD(       ) 3
 TR0421  NGVD 29 (??/??/92)   53.332  (m)          174.97   (f) ADJ UNCH    1 2
 TR0421
 TR0421.Superseded values are not recommended for survey control.
 TR0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0421.See file dsdata.txt to determine how the superseded data were derived.
 TR0421
 TR0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2755052567(NAD 83)
 TR0421_MARKER: DB = BENCH MARK DISK
 TR0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0421_STAMPING: A 4 1952
 TR0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0421
 TR0421  HISTORY     - Date     Condition        Report By
 TR0421  HISTORY     - 1952     MONUMENTED       CGS
 TR0421  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0421  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TR0421  HISTORY     - 1973     GOOD             USGS
 TR0421  HISTORY     - 1979     MARK NOT FOUND   NGS
 TR0421  HISTORY     - 1979     MARK NOT FOUND   NGS
 TR0421
 TR0421                          STATION DESCRIPTION
 TR0421
 TR0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0421'STATION IS ON E. SIDE OF ROAD AT A T JUNCTION OF A GRAVEL ROAD
 TR0421'LEADING E. IN A TRIANGLE FORMED BY A Y IN GRAVEL ROAD AT JUNCTION
 TR0421'1.1 MILES N. ALONG TORPEDO ROAD FROM TORPEDO GATE IN N. BOUNDARY OF
 TR0421'WHIDBEY ISLAND NAS SEAPLANE BASE.
 TR0421'
 TR0421'THE MARK IS A STANDARD BRONZE DISK, STAMPED A-4, 1952, SET IN A
 TR0421'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES WHICH IS 53 FT. E. OF
 TR0421'CENTERLINE OF TORPEDO ROAD, AND 25 FT. N. W. OF CENTERLINE OF THE
 TR0421'GRAVEL ROAD ON THE S. E. SIDE OF THE TRIANGLE.
 TR0421
 TR0421                          STATION RECOVERY (1960)
 TR0421
 TR0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0421'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS 1.1
 TR0421'MILES NORTH ALONG TORPEDO ROAD FROM THE GATE IN THE NORTH BOUNDARY
 TR0421'OF AULT FIELD, IN THE ISLAND AT THE Y INTERSECTION FORMED BY TWO
 TR0421'ROADS, 59.5 FEET SOUTH OF A POWER POLE, 43 FT. WEST OF A SHORT
 TR0421'GUY POLE AND 4 FEET WEST OF A STOP SIGN AND IS A STANDARD DISK
 TR0421'STAMPED A 4 1952 SET IN TOP OF A 10 INCH SQUARE CONCRETE
 TR0421'MONUMENT WHICH IS FLUSH WITH THE GROUND.
 TR0421
 TR0421                          STATION RECOVERY (1973)
 TR0421
 TR0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TR0421'DISTANCES GIVEN ARE HORIZONTAL AND HAVE BEEN REDUCED TO SEA LEVEL.
 TR0421'
 TR0421'THE MARK WAS RECOVERED IN GOOD CONDITION, IN THE CENTER OF THE
 TR0421'INTERSECTION OF STATE HIGHWAY 20 AND FAKKEMA ROAD.  RECONSTRUCTION
 TR0421'OF THE INTERSECTION IS SCHEDULED AND THE MARK WILL BE DESTROYED.  A
 TR0421'NEW STATION WAS ESTABLISHED ABOUT 337 METERS SOUTH OF THIS MARK,
 TR0421'ON THE SUMMIT OF A RISE, IN THE IMMEDIATE VICINITY OF A-3, WHICH
 TR0421'WAS PREVIOUSLY DESTROYED.  THE DISK WAS STAMPED A-3 RESET 1973.
 TR0421'
 TR0421'THE IMMEDIATE VICINITY OF THIS INTERSECTION IS THE LOGICAL SPOT
 TR0421'FOR A-4, AND THE MARK COULD READILY BE RE-ESTABLISHED FROM A-3
 TR0421'RESET AND A-6, AFTER CONSTRUCTION IS COMPLETED.
 TR0421'
 TR0421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR0421'2.7 MILES NORTH OF OAK HARBOR.
 TR0421
 TR0421                          STATION RECOVERY (1973)
 TR0421
 TR0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0421'0.2 MI S FROM OAK HARBOR.
 TR0421'0.2 MILE S. OF JCT. STATE HWY. 20 AND AULT FIELD RD.  AT ROAD
 TR0421'INTERSECTION OF HWY. 20 AND FAKKEMA ROAD EAST.
 TR0421
 TR0421                          STATION RECOVERY (1979)
 TR0421
 TR0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR0421'THE STATION WAS NOT FOUND IT MAY HAVE BEEN DESTROYED BY
 TR0421'ROAD CONSTRUCTION.
 TR0421
 TR0421                          STATION RECOVERY (1979)
 TR0421
 TR0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TR0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1547 ***********************************************************************
 SA1547  DESIGNATION -  A 401
 SA1547  PID         -  SA1547
 SA1547  STATE/COUNTY-  WA/GRANT
 SA1547  USGS QUAD   -  ROYAL CITY (1986)
 SA1547
 SA1547                         *CURRENT SURVEY CONTROL
 SA1547  ___________________________________________________________________
 SA1547* NAD 83(1986)-  46 55 02.     (N)    119 45 01.     (W)     SCALED    
 SA1547* NAVD 88     -       366.309  (meters)    1201.80   (feet)  ADJUSTED  
 SA1547  ___________________________________________________________________
 SA1547  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SA1547  DYNAMIC HT  -         366.329 (meters)    1201.86  (feet)  COMP
 SA1547  MODELED GRAV-     980,657.1   (mgal)                       NAVD 88
 SA1547
 SA1547  VERT ORDER  -  SECOND    CLASS 0
 SA1547
 SA1547.The horizontal coordinates were scaled from a topographic map and have
 SA1547.an estimated accuracy of +/- 6 seconds.
 SA1547
 SA1547.The orthometric height was determined by differential leveling
 SA1547.and adjusted by the National Geodetic Survey in June 1991..
 SA1547
 SA1547.The geoid height was determined by GEOID03.
 SA1547
 SA1547.The dynamic height is computed by dividing the NAVD 88
 SA1547.geopotential number by the normal gravity value computed on the
 SA1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1547.degrees latitude (g = 980.6199 gals.).
 SA1547
 SA1547.The modeled gravity was interpolated from observed gravity values.
 SA1547
 SA1547;                    North         East    Units  Estimated Accuracy
 SA1547;SPC WA S     -   176,320.      557,100.      MT  (+/- 180 meters Scaled)
 SA1547
 SA1547                          SUPERSEDED SURVEY CONTROL
 SA1547
 SA1547  NGVD 29 (??/??/92)  365.209  (m)         1198.19   (f) ADJ UNCH    2 0
 SA1547
 SA1547.Superseded values are not recommended for survey control.
 SA1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1547.See file dsdata.txt to determine how the superseded data were derived.
 SA1547
 SA1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM905996(NAD 83)
 SA1547_MARKER: DB = BENCH MARK DISK
 SA1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1547_STAMPING: A 401 1961
 SA1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1547+STABILITY: SURFACE MOTION
 SA1547
 SA1547  HISTORY     - Date     Condition        Report By
 SA1547  HISTORY     - 1961     MONUMENTED       CGS
 SA1547
 SA1547                          STATION DESCRIPTION
 SA1547
 SA1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA1547'6 MI W FROM ROYAL CITY.
 SA1547'1 1/2 BLOCKS NORTH FROM THE POST OFFICE IN MOSES LAKE, THENCE
 SA1547'SOUTHWEST ALONG BROADWAY STREET FOR 1.8 MILES, THENCE WEST ON
 SA1547'INTERSTATE HIGWAY 90 FOR 24.3 MILES, THENCE SOUTH ALONG ADAMS ROAD FOR
 SA1547'13.3 MILES, 49 FEET WEST OF THE CENTER OF ADAMS ROAD, 26 FEET SOUTH OF
 SA1547'THE CENTER OF A DIRT ROAD, 2.5 FEET EAST OF A WITNESS POST, AND SET IN
 SA1547'THE TOP OF A SQUARE, CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0415 ***********************************************************************
 SA0415  DESIGNATION -  A 402
 SA0415  PID         -  SA0415
 SA0415  STATE/COUNTY-  WA/FRANKLIN
 SA0415  USGS QUAD   -  HUMORIST (1992)
 SA0415
 SA0415                         *CURRENT SURVEY CONTROL
 SA0415  ___________________________________________________________________
 SA0415* NAD 83(1986)-  46 14 19.     (N)    118 58 56.     (W)     SCALED    
 SA0415* NAVD 88     -       117.190  (meters)     384.48   (feet)  ADJUSTED  
 SA0415  ___________________________________________________________________
 SA0415  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA0415  DYNAMIC HT  -         117.193 (meters)     384.49  (feet)  COMP
 SA0415  MODELED GRAV-     980,637.5   (mgal)                       NAVD 88
 SA0415
 SA0415  VERT ORDER  -  SECOND    CLASS 0
 SA0415
 SA0415.The horizontal coordinates were scaled from a topographic map and have
 SA0415.an estimated accuracy of +/- 6 seconds.
 SA0415
 SA0415.The orthometric height was determined by differential leveling
 SA0415.and adjusted by the National Geodetic Survey in June 1991..
 SA0415
 SA0415.The geoid height was determined by GEOID03.
 SA0415
 SA0415.The dynamic height is computed by dividing the NAVD 88
 SA0415.geopotential number by the normal gravity value computed on the
 SA0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0415.degrees latitude (g = 980.6199 gals.).
 SA0415
 SA0415.The modeled gravity was interpolated from observed gravity values.
 SA0415
 SA0415;                    North         East    Units  Estimated Accuracy
 SA0415;SPC WA S     -   101,750.      617,050.      MT  (+/- 180 meters Scaled)
 SA0415
 SA0415                          SUPERSEDED SURVEY CONTROL
 SA0415
 SA0415  NGVD 29 (??/??/92)  116.162  (m)          381.11   (f) ADJ UNCH    2 0
 SA0415
 SA0415.Superseded values are not recommended for survey control.
 SA0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0415.See file dsdata.txt to determine how the superseded data were derived.
 SA0415
 SA0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM471224(NAD 83)
 SA0415_MARKER: DB = BENCH MARK DISK
 SA0415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0415_SP_SET: FOUNDATION
 SA0415_STAMPING: A 402 1961
 SA0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0415
 SA0415  HISTORY     - Date     Condition        Report By
 SA0415  HISTORY     - 1961     MONUMENTED       CGS
 SA0415
 SA0415                          STATION DESCRIPTION
 SA0415
 SA0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0415'6.15 MI E FROM PASCO.
 SA0415'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 SA0415'PASCO, THENCE 2.5 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND
 SA0415'SEATTLE RAILWAY, ABOUT 10 1/2 POLES SOUTHWEST OF MILEPOLE 237, 55.4
 SA0415'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, IN THE TOP OF THE
 SA0415'NORTHWEST ONE OF FOUR CONCRETE FOUNDATIONS WHICH PROJECT ABOUT 0.6
 SA0415'FOOT ABOVE THE GROUND, AND ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0744 ***********************************************************************
 SW0744  DESIGNATION -  A 402
 SW0744  PID         -  SW0744
 SW0744  STATE/COUNTY-  WA/GRANT
 SW0744  USGS QUAD   -  WINCHESTER (1966)
 SW0744
 SW0744                         *CURRENT SURVEY CONTROL
 SW0744  ___________________________________________________________________
 SW0744* NAD 83(1986)-  47 09 41.     (N)    119 43 30.     (W)     SCALED    
 SW0744* NAVD 88     -       371.68   (+/-2cm)    1219.4    (feet)  VERTCON   
 SW0744  ___________________________________________________________________
 SW0744  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 SW0744
 SW0744  VERT ORDER  -  ? (See Below)
 SW0744
 SW0744.The horizontal coordinates were scaled from a topographic map and have
 SW0744.an estimated accuracy of +/- 6 seconds.
 SW0744
 SW0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0744.The vertical order pertains to the NGVD 29 superseded value.
 SW0744
 SW0744.The geoid height was determined by GEOID03.
 SW0744
 SW0744;                    North         East    Units  Estimated Accuracy
 SW0744;SPC WA S     -   203,480.      558,760.      MT  (+/- 180 meters Scaled)
 SW0744
 SW0744                          SUPERSEDED SURVEY CONTROL
 SW0744
 SW0744  NGVD 29 (??/??/92)  370.556  (m)         1215.73   (f) ADJ UNCH    ?  
 SW0744
 SW0744.Superseded values are not recommended for survey control.
 SW0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0744.See file dsdata.txt to determine how the superseded data were derived.
 SW0744
 SW0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN934267(NAD 83)
 SW0744_MARKER: N = NAIL
 SW0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0744_STAMPING: A-402
 SW0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0744+STABILITY: SURFACE MOTION
 SW0744
 SW0744  HISTORY     - Date     Condition        Report By
 SW0744  HISTORY     - UNK      MONUMENTED       BOR
 SW0744  HISTORY     - 1935     GOOD             NGS
 SW0744  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0744
 SW0744                          STATION DESCRIPTION
 SW0744
 SW0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0744'8 MI W FROM MORRISON.
 SW0744'8 MILES WEST ALONG A ROAD FROM MORRISON, GRANT COUNTY, AT SECTION
 SW0744'CORNERS 6, 5, 7, AND 8, T. 19 N., R. 25 E., 30 FEET SOUTH OF THE MAIN
 SW0744'ROAD, AND 6 FEET EAST OF A LANE.  A NAIL DRIVEN IN THE TOP OF A 3- BY
 SW0744'3- BY 4-FOOT CEDAR POST, SCRIBED A-402.
 SW0744
 SW0744                          STATION RECOVERY (1968)
 SW0744
 SW0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0497 ***********************************************************************
 SA0497  DESIGNATION -  A 403
 SA0497  PID         -  SA0497
 SA0497  STATE/COUNTY-  WA/WALLA WALLA
 SA0497  USGS QUAD   -  PAGE (1991)
 SA0497
 SA0497                         *CURRENT SURVEY CONTROL
 SA0497  ___________________________________________________________________
 SA0497* NAD 83(1986)-  46 21 32.     (N)    118 43 24.     (W)     SCALED    
 SA0497* NAVD 88     -       158.977  (meters)     521.58   (feet)  ADJUSTED  
 SA0497  ___________________________________________________________________
 SA0497  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SA0497  DYNAMIC HT  -         158.975 (meters)     521.57  (feet)  COMP
 SA0497  MODELED GRAV-     980,604.4   (mgal)                       NAVD 88
 SA0497
 SA0497  VERT ORDER  -  SECOND    CLASS 0
 SA0497
 SA0497.The horizontal coordinates were scaled from a topographic map and have
 SA0497.an estimated accuracy of +/- 6 seconds.
 SA0497
 SA0497.The orthometric height was determined by differential leveling
 SA0497.and adjusted by the National Geodetic Survey in June 1991..
 SA0497
 SA0497.The geoid height was determined by GEOID03.
 SA0497
 SA0497.The dynamic height is computed by dividing the NAVD 88
 SA0497.geopotential number by the normal gravity value computed on the
 SA0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0497.degrees latitude (g = 980.6199 gals.).
 SA0497
 SA0497.The modeled gravity was interpolated from observed gravity values.
 SA0497
 SA0497;                    North         East    Units  Estimated Accuracy
 SA0497;SPC WA S     -   115,530.      636,710.      MT  (+/- 180 meters Scaled)
 SA0497
 SA0497                          SUPERSEDED SURVEY CONTROL
 SA0497
 SA0497  NGVD 29 (??/??/92)  157.959  (m)          518.24   (f) ADJ UNCH    2 0
 SA0497
 SA0497.Superseded values are not recommended for survey control.
 SA0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0497.See file dsdata.txt to determine how the superseded data were derived.
 SA0497
 SA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM674353(NAD 83)
 SA0497_MARKER: DB = BENCH MARK DISK
 SA0497_SETTING: 66 = SET IN ROCK OUTCROP
 SA0497_SP_SET: OUTCROP
 SA0497_STAMPING: A 403 1961
 SA0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0497+STABILITY: POSITION/ELEVATION WELL
 SA0497
 SA0497  HISTORY     - Date     Condition        Report By
 SA0497  HISTORY     - 1961     MONUMENTED       CGS
 SA0497  HISTORY     - 19900523 MARK NOT FOUND   USGS
 SA0497
 SA0497                          STATION DESCRIPTION
 SA0497
 SA0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0497'13.75 MI NE FROM ICE HARBOR DAM.
 SA0497'0.8 MILE SOUTHWEST ALONG A ROAD FROM THE SOUTH END OF ICE HARBOR DAM,
 SA0497'THENCE 12.95 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD, 1 1/2
 SA0497'POLES SOUTHWEST OF QUARTER MILE POLE 236.25, SET VERTICALLY IN THE
 SA0497'NORTHWEST FACE OF AN OUTCROP, 40.2 FEET SOUTHEAST OF THE SOUTHEAST
 SA0497'RAIL, 2 FEET HIGHER THAN THE GROUND, AND ABOUT 2 FEET LOWER THAN THE
 SA0497'TRACK.
 SA0497
 SA0497                          STATION RECOVERY (1990)
 SA0497
 SA0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (ALM)
 SA0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0528 ***********************************************************************
 SY0528  DESIGNATION -  A 406
 SY0528  PID         -  SY0528
 SY0528  STATE/COUNTY-  WA/PIERCE
 SY0528  USGS QUAD   -  TACOMA NORTH (1994)
 SY0528
 SY0528                         *CURRENT SURVEY CONTROL
 SY0528  ___________________________________________________________________
 SY0528* NAD 83(1986)-  47 16 11.     (N)    122 27 00.     (W)     SCALED    
 SY0528* NAVD 88     -         5.275  (meters)      17.31   (feet)  POSTED    
 SY0528  ___________________________________________________________________
 SY0528  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY0528  DYNAMIC HT  -           5.280 (meters)      17.32  (feet)  COMP
 SY0528  MODELED GRAV-     980,777.9   (mgal)                       NAVD 88
 SY0528
 SY0528  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SY0528
 SY0528.The horizontal coordinates were scaled from a topographic map and have
 SY0528.an estimated accuracy of +/- 6 seconds.
 SY0528
 SY0528.The orthometric height was determined by differential leveling
 SY0528.and adjusted by the National Geodetic Survey in 1992..
 SY0528.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SY0528.rate of 2.1 thru 3.0 mm/km.
 SY0528
 SY0528.The geoid height was determined by GEOID03.
 SY0528
 SY0528.The dynamic height is computed by dividing the NAVD 88
 SY0528.geopotential number by the normal gravity value computed on the
 SY0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0528.degrees latitude (g = 980.6199 gals.).
 SY0528
 SY0528.The modeled gravity was interpolated from observed gravity values.
 SY0528
 SY0528;                    North         East    Units  Estimated Accuracy
 SY0528;SPC WA S     -   217,060.      352,460.      MT  (+/- 180 meters Scaled)
 SY0528
 SY0528                          SUPERSEDED SURVEY CONTROL
 SY0528
 SY0528  NGVD 29 (??/??/??)    4.215  (m)           13.83   (f) ADJUSTED    1 2
 SY0528
 SY0528.Superseded values are not recommended for survey control.
 SY0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0528.See file dsdata.txt to determine how the superseded data were derived.
 SY0528
 SY0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET416352(NAD 83)
 SY0528_MARKER: DB = BENCH MARK DISK
 SY0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0528_SP_SET: CONCRETE GRAIN ELEVATOR
 SY0528_STAMPING: A 406 1965
 SY0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0528
 SY0528  HISTORY     - Date     Condition        Report By
 SY0528  HISTORY     - 1965     MONUMENTED       CGS
 SY0528  HISTORY     - 1972     GOOD             LOCENG
 SY0528  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0528  HISTORY     - 19950401 MARK NOT FOUND   USPSQD
 SY0528
 SY0528                          STATION DESCRIPTION
 SY0528
 SY0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0528'IN TACOMA.
 SY0528'AT TACOMA, ALONG THE NORTHERN PACIFIC RAILWAY, 0.7 MILE SOUTHEAST OF
 SY0528'THE INTERSECTION OF NORTH 30TH AND MCCARVER STREETS, SET VERTICALLY IN
 SY0528'THE NORTHEAST FACE OF A CONCRETE GRAIN ELEVATOR, 1.0 FOOT NORTHWEST OF
 SY0528'THE EAST CORNER, 6.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SPUR
 SY0528'TRACK, 99 FEET NORTHEAST OF THE CENTER LINE OF BAYSIDE DRIVE, 95 FEET
 SY0528'NORTHEAST OF THE NORTHEAST EDGE OF A TUNNEL WHICH LEADS THROUGH THE
 SY0528'ELEVATOR, AND ABOUT 3 FEET HIGHER THAN THE TRACKS. NOTE-- BM MOUNTED
 SY0528'VERTICALLY IN SOUTH END OF SPERRY GRAIN SILOS ON TRACK SIDE ON BAYSIDE
 SY0528'DR. MILL TO BE DEMOLISHED IN 1972 FALL.
 SY0528
 SY0528                          STATION RECOVERY (1972)
 SY0528
 SY0528'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 SY0528'RECOVERED IN GOOD CONDITION.
 SY0528
 SY0528                          STATION RECOVERY (1988)
 SY0528
 SY0528'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0528'MARK NOT FOUND.
 SY0528
 SY0528                          STATION RECOVERY (1995)
 SY0528
 SY0528'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0529 ***********************************************************************
 SY0529  DESIGNATION -  A 406 RESET
 SY0529  PID         -  SY0529
 SY0529  STATE/COUNTY-  WA/PIERCE
 SY0529  USGS QUAD   -  TACOMA NORTH (1994)
 SY0529
 SY0529                         *CURRENT SURVEY CONTROL
 SY0529  ___________________________________________________________________
 SY0529* NAD 83(1991)-  47 16 17.60308(N)    122 27 07.48781(W)     ADJUSTED  
 SY0529* NAVD 88     -         4.474  (meters)      14.68   (feet)  ADJUSTED  
 SY0529  ___________________________________________________________________
 SY0529  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 SY0529  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY0529  DYNAMIC HT  -           4.475 (meters)      14.68  (feet)  COMP
 SY0529  MODELED GRAV-     980,779.2   (mgal)                       NAVD 88
 SY0529
 SY0529  HORZ ORDER  -  SECOND
 SY0529  VERT ORDER  -  FIRST     CLASS I
 SY0529
 SY0529.The horizontal coordinates were established by classical geodetic methods
 SY0529.and adjusted by the National Geodetic Survey in December 1991..
 SY0529
 SY0529.The orthometric height was determined by differential leveling
 SY0529.and adjusted by the National Geodetic Survey in June 1991..
 SY0529
 SY0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0529
 SY0529.The geoid height was determined by GEOID03.
 SY0529
 SY0529.The dynamic height is computed by dividing the NAVD 88
 SY0529.geopotential number by the normal gravity value computed on the
 SY0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0529.degrees latitude (g = 980.6199 gals.).
 SY0529
 SY0529.The modeled gravity was interpolated from observed gravity values.
 SY0529
 SY0529;                    North         East     Units Scale Factor Converg.
 SY0529;SPC WA S     -   217,269.611   352,303.602   MT  0.99998645   -1 25 04.7
 SY0529;SPC WA S     -   712,825.38  1,155,849.40   sFT  0.99998645   -1 25 04.7
 SY0529;UTM  10      - 5,235,487.479   541,444.361   MT  0.99962111   +0 24 09.0
 SY0529
 SY0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0529!SPC WA S     -   1.00000284  x   0.99998645  =   0.99998929
 SY0529!UTM  10      -   1.00000284  x   0.99962111  =   0.99962395
 SY0529
 SY0529:                Primary Azimuth Mark                     Grid Az
 SY0529:SPC WA S     -  UNION                                    084 58 28.4
 SY0529:UTM  10      -  UNION                                    083 09 14.7
 SY0529
 SY0529|---------------------------------------------------------------------|
 SY0529| PID    Reference Object                     Distance      Geod. Az  |
 SY0529|                                                           dddmmss.s |
 SY0529| SY2769 UNION                               APPROX. 2.7 KM 0833323.7 |
 SY0529| CE3303 A 406 RESET RM 1                     20.159 METERS 11734     |
 SY0529| SY2762 TACOMA CONT GRAIN ELEVATOR LT       APPROX. 0.9 KM 1345613.7 |
 SY0529|---------------------------------------------------------------------|
 SY0529
 SY0529                          SUPERSEDED SURVEY CONTROL
 SY0529
 SY0529  NAD 83(1986)-  47 16 17.59709(N)    122 27 07.50197(W) AD(       ) 2
 SY0529  NAD 27      -  47 16 18.24211(N)    122 27 03.04920(W) AD(       ) 2
 SY0529  NGVD 29 (??/??/??)    3.414  (m)           11.20   (f) ADJUSTED    1 1
 SY0529
 SY0529.Superseded values are not recommended for survey control.
 SY0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0529.See file dsdata.txt to determine how the superseded data were derived.
 SY0529
 SY0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4144435487(NAD 83)
 SY0529_MARKER: DB = BENCH MARK DISK
 SY0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0529_STAMPING: A 406 RESET 1972
 SY0529_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0529+STABILITY: SURFACE MOTION
 SY0529
 SY0529  HISTORY     - Date     Condition        Report By
 SY0529  HISTORY     - 1978     MONUMENTED       NOS
 SY0529  HISTORY     - 1973     GOOD             NGS
 SY0529  HISTORY     - 19950401 GOOD             USPSQD
 SY0529  HISTORY     - 20030207 GOOD             USPSQD
 SY0529
 SY0529                          STATION DESCRIPTION
 SY0529
 SY0529'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY0529'THE STATION IS LOCATED ON THE SOUTHWEST SHORE OF COMMENCEMENT BAY,
 SY0529'IN THE CITY OF TACOMA, ABOUT 1/2 MILE NORTHWEST OF THE CONTINENTAL
 SY0529'GRAIN CO., GRAIN ELEVATOR, BETWEEN THE RAILROAD TRACKS AND THE BAY
 SY0529'AND AT THE TOP EDGE OF THE BOULDER SEAWALL.
 SY0529'
 SY0529'TO REACH FROM PACIFIC AVENUE AND SOUTH SEVENTH STREET IN TACOMA,
 SY0529'GO NORTHWEST ALONG PACIFIC AVENUE (SCHUSTER PARKWAY) FOR 0.9 MILE
 SY0529'TURN RIGHT ON A SIDE ROAD LEADING TO THE CONTINENTAL GRAIN CO
 SY0529'ELEVATOR, CROSS THE RAILROAD TRACKS AND PARK ON THE OUTSIDE OF
 SY0529'THE ROAD CURVE. PACK NORTHWESTERLY ALONG THE RAILROAD TRACKS FOR
 SY0529'ABOUT 0.35 MILE TO THE STATION.
 SY0529'
 SY0529'THE STATION IS A STANDARD NGS DISK
 SY0529'STAMPED---A 406 RESET 1972---,
 SY0529'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN
 SY0529'DIAMETER, PROJECTING 2 INCHES ABOVE THE GROUND.
 SY0529'LOCATED 59.5 FEET NORTHWEST FROM A RAILROAD 2 SIGN,
 SY0529'5.8 FEET NORTHEAST FROM THE NORTHEAST RAIL OF THE BNRR SIDING,
 SY0529'5.6 FEET WEST FROM A WOODEN TLEPHONE POLE WITH A METAL WITNESS
 SY0529'TAG.
 SY0529'
 SY0529'REFERENCE MARK NO 1 IS A NOS DISK
 SY0529'STAMPED---BM A 406 RESET RM 1 1977---,
 SY0529'SET INTO AN 8 FOOT SQUARE CONCRETE BLOCK THAT SUPPORTS AN IRON
 SY0529'MOORING BIT.
 SY0529'LOCATED 18.2 FEET EAST FROM THE NORTHEAST RAIL OF THE RR SIDING
 SY0529'11.8 FEET WEST FROM A  2  MILE ,METAL RR SIGN,
 SY0529'1.4 FEET SOUTHEAST FROM THE NORTHWEST EDGE OF THE CONCRETE BLOCK.
 SY0529'
 SY0529'HEIGHT OF LIGHT WAS 1.4 METERS.
 SY0529
 SY0529                          STATION RECOVERY (1973)
 SY0529
 SY0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0529'IN TACOMA.
 SY0529'AT TACOMA, 0.7 MILE SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD
 SY0529'FROM THE CROSSING OF MCCARVER STREET, 6 POWER POLE SOUTHEAST OF THE
 SY0529'SOUTHEAST END OF A LONG WAREHOUSE BUILDING, 59 1/2 FEET NORTHWEST OF
 SY0529'MILEPOST 2, 19.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 SY0529'MAIN TRACK, 5.9 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK,
 SY0529'6 FEET WEST OF A POWER POLE BEARING A PLAQUE, METAL STEPS AND A GUY
 SY0529'WIRE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SY0529'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  1/4, SEC 32, T21N, R 3E.
 SY0529
 SY0529                          STATION RECOVERY (1995)
 SY0529
 SY0529'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY0529'RECOVERED IN GOOD CONDITION.
 SY0529
 SY0529                          STATION RECOVERY (2003)
 SY0529
 SY0529'RECOVERY NOTE BY US POWER SQUADRON 2003 (JV)
 SY0529'DESIGNATION-A406. 12FT FROM RAILROAD SIGN NUM.2. MARK SET IN CONCRET
 SY0529'BLOCK 8FT BY 8FT, THAT HAS A METAL MOORING POST IN THE BLOCK. LAT.
 SY0529'N47DEGREES 16.290MIN, LONG. W122DEGREES 27.108MIN. POSITION BY GARMIN
 SY0529'48 GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0487 ***********************************************************************
 SY0487  DESIGNATION -  A 407
 SY0487  PID         -  SY0487
 SY0487  STATE/COUNTY-  WA/KING
 SY0487  USGS QUAD   -  AUBURN (1994)
 SY0487
 SY0487                         *CURRENT SURVEY CONTROL
 SY0487  ___________________________________________________________________
 SY0487* NAD 83(1986)-  47 21 38.     (N)    122 13 46.     (W)     SCALED    
 SY0487* NAVD 88     -        17.543  (meters)      57.56   (feet)  ADJUSTED  
 SY0487  ___________________________________________________________________
 SY0487  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 SY0487  DYNAMIC HT  -          17.546 (meters)      57.57  (feet)  COMP
 SY0487  MODELED GRAV-     980,760.2   (mgal)                       NAVD 88
 SY0487
 SY0487  VERT ORDER  -  FIRST     CLASS I
 SY0487
 SY0487.The horizontal coordinates were scaled from a topographic map and have
 SY0487.an estimated accuracy of +/- 6 seconds.
 SY0487
 SY0487.The orthometric height was determined by differential leveling
 SY0487.and adjusted by the National Geodetic Survey in June 1991..
 SY0487
 SY0487.The geoid height was determined by GEOID03.
 SY0487
 SY0487.The dynamic height is computed by dividing the NAVD 88
 SY0487.geopotential number by the normal gravity value computed on the
 SY0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0487.degrees latitude (g = 980.6199 gals.).
 SY0487
 SY0487.The modeled gravity was interpolated from observed gravity values.
 SY0487
 SY0487;                    North         East    Units  Estimated Accuracy
 SY0487;SPC WA N     -    41,040.      394,540.      MT  (+/- 180 meters Scaled)
 SY0487
 SY0487                          SUPERSEDED SURVEY CONTROL
 SY0487
 SY0487  NGVD 29 (??/??/??)   16.453  (m)           53.98   (f) ADJUSTED    1 1
 SY0487
 SY0487.Superseded values are not recommended for survey control.
 SY0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0487.See file dsdata.txt to determine how the superseded data were derived.
 SY0487
 SY0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET581455(NAD 83)
 SY0487_MARKER: DB = BENCH MARK DISK
 SY0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0487_SP_SET: BRIDGE
 SY0487_STAMPING: A 407 1965
 SY0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0487
 SY0487  HISTORY     - Date     Condition        Report By
 SY0487  HISTORY     - 1965     MONUMENTED       CGS
 SY0487  HISTORY     - 1973     GOOD             NGS
 SY0487  HISTORY     - 1987     GOOD             USPSQD
 SY0487  HISTORY     - 1988     GOOD             USPSQD
 SY0487  HISTORY     - 19910721 MARK NOT FOUND   USPSQD
 SY0487
 SY0487                          STATION DESCRIPTION
 SY0487
 SY0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0487'1.55 MI S FROM KENT.
 SY0487'0.8 MILE SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE STATION
 SY0487'AT KENT, THENCE 0.15 MILE EAST ALONG SOUTH 259TH STREET, THENCE 0.6
 SY0487'MILE SOUTH ALONG CENTRAL AVENUE SOUTH, AT THE SOUTHEAST CORNER OF A
 SY0487'STEEL TRUSS BRIDGE OVER GREEN RIVER, IN THE TOP OF THE EAST CONCRETE
 SY0487'CURB OF THE BRIDGE, 210 FEET NORTH OF THE SOUTH END OF THE CURB, 13
 SY0487'FEET EAST OF THE CENTER LINE OF THE AVENUE, 0.3 FOOT WEST OF THE EAST
 SY0487'STEEL GUARDRAIL, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE. 1/4, SEC
 SY0487'25, T22N, R 4E.
 SY0487
 SY0487                          STATION RECOVERY (1987)
 SY0487
 SY0487'RECOVERY NOTE BY US POWER SQUADRON 1987 (PCL)
 SY0487'RECOVERED IN GOOD CONDITION.
 SY0487
 SY0487                          STATION RECOVERY (1988)
 SY0487
 SY0487'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0487'RECOVERED IN GOOD CONDITION.
 SY0487
 SY0487                          STATION RECOVERY (1991)
 SY0487
 SY0487'RECOVERY NOTE BY US POWER SQUADRON 1991 (EEM)
 SY0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0165 ***********************************************************************
 SY0165  DESIGNATION -  A 408
 SY0165  PID         -  SY0165
 SY0165  STATE/COUNTY-  WA/KING
 SY0165  USGS QUAD   -  AUBURN (1994)
 SY0165
 SY0165                         *CURRENT SURVEY CONTROL
 SY0165  ___________________________________________________________________
 SY0165* NAD 83(1986)-  47 33 06.     (N)    122 11 45.     (W)     SCALED    
 SY0165* NAVD 88     -        17.449  (meters)      57.25   (feet)  ADJUSTED  
 SY0165  ___________________________________________________________________
 SY0165  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 SY0165  DYNAMIC HT  -          17.452 (meters)      57.26  (feet)  COMP
 SY0165  MODELED GRAV-     980,742.5   (mgal)                       NAVD 88
 SY0165
 SY0165  VERT ORDER  -  FIRST     CLASS II
 SY0165
 SY0165.The horizontal coordinates were scaled from a topographic map and have
 SY0165.an estimated accuracy of +/- 6 seconds.
 SY0165
 SY0165.The orthometric height was determined by differential leveling
 SY0165.and adjusted by the National Geodetic Survey in June 1991..
 SY0165
 SY0165.The geoid height was determined by GEOID03.
 SY0165
 SY0165.The dynamic height is computed by dividing the NAVD 88
 SY0165.geopotential number by the normal gravity value computed on the
 SY0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0165.degrees latitude (g = 980.6199 gals.).
 SY0165
 SY0165.The modeled gravity was interpolated from observed gravity values.
 SY0165
 SY0165;                    North         East    Units  Estimated Accuracy
 SY0165;SPC WA N     -    62,240.      397,450.      MT  (+/- 180 meters Scaled)
 SY0165
 SY0165                          SUPERSEDED SURVEY CONTROL
 SY0165
 SY0165  NGVD 29 (??/??/??)   16.355  (m)           53.66   (f) ADJUSTED    1 2
 SY0165
 SY0165.Superseded values are not recommended for survey control.
 SY0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0165.See file dsdata.txt to determine how the superseded data were derived.
 SY0165
 SY0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET605667(NAD 83)
 SY0165_MARKER: DB = BENCH MARK DISK
 SY0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0165_SP_SET: BUILDING
 SY0165_STAMPING: A 408 1965
 SY0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0165
 SY0165  HISTORY     - Date     Condition        Report By
 SY0165  HISTORY     - 1965     MONUMENTED       CGS
 SY0165  HISTORY     - 1970     GOOD             NGS
 SY0165  HISTORY     - 1983     GOOD             USPSQD
 SY0165  HISTORY     - 1987     GOOD             USPSQD
 SY0165  HISTORY     - 1988     GOOD             USPSQD
 SY0165
 SY0165                          STATION DESCRIPTION
 SY0165
 SY0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0165'2.35 MI S FROM FACTORIA.
 SY0165'0.1 MILE SOUTH ALONG INTERSTATE HIGHWAY 405 FROM U.S. HIGHWAY 10
 SY0165'OVERPASS AT FACTORIA, THENCE 0.8 MILE SOUTH ALONG 120TH AVENUE SE,
 SY0165'THENCE 1.45 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY, AT
 SY0165'PLEASURE POINT, IN THE TOP OF THE SOUTH END OF A CONCRETE RETAINING
 SY0165'WALL AT PRATTS RESIDENCE NO. 5629, 120 FEET SOUTHWEST OF THE CENTER OF
 SY0165'A PAVED ROAD CROSSING, 67 FEET WEST OF THE WEST RAIL, 12 FEET WEST OF
 SY0165'THE CENTER LINE OF A PAVED ROAD, 1.5 FEET SOUTH OF THE SOUTHWEST END
 SY0165'OF A WOODEN FENCE, ABOUT 1 FOOT LOWER THAN THE TRACK, AND 1/2 FOOT
 SY0165'HIGHER THAN THE ROAD.
 SY0165
 SY0165                          STATION RECOVERY (1970)
 SY0165
 SY0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SY0165'RECOVERED IN GOOD CONDITION.
 SY0165
 SY0165                          STATION RECOVERY (1983)
 SY0165
 SY0165'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0165'RECOVERED IN GOOD CONDITION.
 SY0165
 SY0165                          STATION RECOVERY (1987)
 SY0165
 SY0165'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SY0165'RECOVERED IN GOOD CONDITION.
 SY0165
 SY0165                          STATION RECOVERY (1988)
 SY0165
 SY0165'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 SY0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1081 ***********************************************************************
 SY1081  DESIGNATION -  A 409
 SY1081  PID         -  SY1081
 SY1081  STATE/COUNTY-  WA/JEFFERSON
 SY1081  USGS QUAD   -  QUILCENE (1953)
 SY1081
 SY1081                         *CURRENT SURVEY CONTROL
 SY1081  ___________________________________________________________________
 SY1081* NAD 83(1986)-  47 51 08.     (N)    122 51 34.     (W)     SCALED    
 SY1081* NAVD 88     -        84.653  (meters)     277.73   (feet)  POSTED    
 SY1081  ___________________________________________________________________
 SY1081  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SY1081  DYNAMIC HT  -          84.670 (meters)     277.79  (feet)  COMP
 SY1081  MODELED GRAV-     980,839.1   (mgal)                       NAVD 88
 SY1081
 SY1081  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1081
 SY1081.The horizontal coordinates were scaled from a topographic map and have
 SY1081.an estimated accuracy of +/- 6 seconds.
 SY1081
 SY1081.The orthometric height was determined by differential leveling
 SY1081.and adjusted by the National Geodetic Survey in 1992..
 SY1081.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1081.rate of 0.0 thru 1.0 mm/km.
 SY1081
 SY1081.The geoid height was determined by GEOID03.
 SY1081
 SY1081.The dynamic height is computed by dividing the NAVD 88
 SY1081.geopotential number by the normal gravity value computed on the
 SY1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1081.degrees latitude (g = 980.6199 gals.).
 SY1081
 SY1081.The modeled gravity was interpolated from observed gravity values.
 SY1081
 SY1081;                    North         East    Units  Estimated Accuracy
 SY1081;SPC WA N     -    96,750.      348,390.      MT  (+/- 180 meters Scaled)
 SY1081
 SY1081                          SUPERSEDED SURVEY CONTROL
 SY1081
 SY1081  NGVD 29 (??/??/??)   83.552  (m)          274.12   (f) ADJUSTED    1 2
 SY1081
 SY1081.Superseded values are not recommended for survey control.
 SY1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1081.See file dsdata.txt to determine how the superseded data were derived.
 SY1081
 SY1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET105998(NAD 83)
 SY1081_MARKER: DB = BENCH MARK DISK
 SY1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1081_STAMPING: A 409 1965
 SY1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1081+STABILITY: SURFACE MOTION
 SY1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1081+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2005
 SY1081
 SY1081  HISTORY     - Date     Condition        Report By
 SY1081  HISTORY     - 1965     MONUMENTED       CGS
 SY1081  HISTORY     - 1974     GOOD             NGS
 SY1081  HISTORY     - 1989     GOOD             USPSQD
 SY1081  HISTORY     - 20050903 GOOD             USPSQD
 SY1081
 SY1081                          STATION DESCRIPTION
 SY1081
 SY1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1081'2.35 MI NE FROM QUILCENE.
 SY1081'2.35 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE QUILCENE HIGH SCHOOL
 SY1081'AT QUILCENE, 0.25 MILES NORTH OF AN ENTRANCE ROAD TO THE COUNTY DUMP,
 SY1081'0.05 MILE NORTH OF THE JUNCTION OF A TRACK ROAD LEADING WEST, 49 FEET
 SY1081'EAST OF THE CENTER LINE OF THE COUNTY ROAD, 136 FEET SOUTHEAST OF AND
 SY1081'ACROSS THE ROAD FROM A POWER LINE POLE WITH A GUY WIRE, 19 FEET NORTH
 SY1081'OF A 4-FOOT HIGH STUMP, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 SY1081'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 SY1081'FOOT ABOVE THE GROUND.  SEC 6, T 27N, R 1W.
 SY1081
 SY1081                          STATION RECOVERY (1989)
 SY1081
 SY1081'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1081'RECOVERED IN GOOD CONDITION.
 SY1081
 SY1081                          STATION RECOVERY (2005)
 SY1081
 SY1081'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMS)
 SY1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0043 ***********************************************************************
 SB0043  DESIGNATION -  A 41
 SB0043  PID         -  SB0043
 SB0043  STATE/COUNTY-  WA/YAKIMA
 SB0043  USGS QUAD   -  YAKIMA EAST (1985)
 SB0043
 SB0043                         *CURRENT SURVEY CONTROL
 SB0043  ___________________________________________________________________
 SB0043* NAD 83(1986)-  46 35 11.     (N)    120 30 01.     (W)     SCALED    
 SB0043* NAVD 88     -       318.033  (meters)    1043.41   (feet)  ADJUSTED  
 SB0043  ___________________________________________________________________
 SB0043  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SB0043  DYNAMIC HT  -         318.033 (meters)    1043.41  (feet)  COMP
 SB0043  MODELED GRAV-     980,606.7   (mgal)                       NAVD 88
 SB0043
 SB0043  VERT ORDER  -  FIRST     CLASS II
 SB0043
 SB0043.The horizontal coordinates were scaled from a topographic map and have
 SB0043.an estimated accuracy of +/- 6 seconds.
 SB0043
 SB0043.The orthometric height was determined by differential leveling
 SB0043.and adjusted by the National Geodetic Survey in June 1991..
 SB0043
 SB0043.The geoid height was determined by GEOID03.
 SB0043
 SB0043.The dynamic height is computed by dividing the NAVD 88
 SB0043.geopotential number by the normal gravity value computed on the
 SB0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0043.degrees latitude (g = 980.6199 gals.).
 SB0043
 SB0043.The modeled gravity was interpolated from observed gravity values.
 SB0043
 SB0043;                    North         East    Units  Estimated Accuracy
 SB0043;SPC WA S     -   139,280.      499,980.      MT  (+/- 180 meters Scaled)
 SB0043
 SB0043                          SUPERSEDED SURVEY CONTROL
 SB0043
 SB0043  NGVD 29 (??/??/92)  316.964  (m)         1039.91   (f) ADJ UNCH    1 2
 SB0043
 SB0043.Superseded values are not recommended for survey control.
 SB0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0043.See file dsdata.txt to determine how the superseded data were derived.
 SB0043
 SB0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS915622(NAD 83)
 SB0043_MARKER: DB = BENCH MARK DISK
 SB0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0043_STAMPING: 1040.218 A 41 1933
 SB0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0043+STABILITY: SURFACE MOTION
 SB0043
 SB0043  HISTORY     - Date     Condition        Report By
 SB0043  HISTORY     - 1933     MONUMENTED       CGS
 SB0043  HISTORY     - 1962     GOOD             NGS
 SB0043  HISTORY     - 1982     MARK NOT FOUND   NGS
 SB0043
 SB0043                          STATION DESCRIPTION
 SB0043
 SB0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0043'IN YAKIMA.
 SB0043'THE MARK IS IN THE SOUTHWESTERN CORNER OF A YARD USED TO STORE
 SB0043'CONCRETE PRODUCTS, ABOUT 60 YARDS SOUTHWEST OF AN ELEVATOR AND HOPPER
 SB0043'WHERE REDI-MIX CONCRETE TRUCKS ARE LOADED, 43 FEET NORTHEAST OF THE
 SB0043'NORTHEAST RAIL OF THE MAIN TRACK, 24.6 FEET NORTHEAST OF THE NORTHEAST
 SB0043'RAIL OF THE SPUR TRACK AND 20 YARDS SOUTHEAST OF THE SWITCHBLOCK FOR
 SB0043'THE SPUR TRACK.  NOTE-- THIS SPUR TRACK IS ABOUT 50 YARDS LONG AND
 SB0043'RUNS BACK BESIDE THE CONCRETE HIGHWAY OIL TANKS MENTIONED. THESE TANKS
 SB0043'ARE ABOUT LEVEL WITH THE RAILROAD, THERE IS A TRACK ROAD ALONG THE
 SB0043'NORTHEAST SIDE OF THE TANKS WHICH RUNS IN A DITCH ALONG THE TANKS,
 SB0043'EVIDENTLY TO GET TRUCKS LOW ENOUGH TO LOAD FROM THE TANKS.
 SB0043
 SB0043                          STATION RECOVERY (1982)
 SB0043
 SB0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0043'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1112 ***********************************************************************
 SY1112  DESIGNATION -  A 410
 SY1112  PID         -  SY1112
 SY1112  STATE/COUNTY-  WA/JEFFERSON
 SY1112  USGS QUAD   -  SEABECK (1973)
 SY1112
 SY1112                         *CURRENT SURVEY CONTROL
 SY1112  ___________________________________________________________________
 SY1112* NAD 83(1986)-  47 42 28.     (N)    122 49 17.     (W)     SCALED    
 SY1112* NAVD 88     -        47.602  (meters)     156.17   (feet)  POSTED    
 SY1112  ___________________________________________________________________
 SY1112  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 SY1112  DYNAMIC HT  -          47.610 (meters)     156.20  (feet)  COMP
 SY1112  MODELED GRAV-     980,822.3   (mgal)                       NAVD 88
 SY1112
 SY1112  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1112
 SY1112.The horizontal coordinates were scaled from a topographic map and have
 SY1112.an estimated accuracy of +/- 6 seconds.
 SY1112
 SY1112.The orthometric height was determined by differential leveling
 SY1112.and adjusted by the National Geodetic Survey in 1992..
 SY1112.No vertical observational check was made to the station.
 SY1112.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1112.was located on a no-check spur therefore a value was not computed.
 SY1112
 SY1112.The geoid height was determined by GEOID03.
 SY1112
 SY1112.The dynamic height is computed by dividing the NAVD 88
 SY1112.geopotential number by the normal gravity value computed on the
 SY1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1112.degrees latitude (g = 980.6199 gals.).
 SY1112
 SY1112.The modeled gravity was interpolated from observed gravity values.
 SY1112
 SY1112;                    North         East    Units  Estimated Accuracy
 SY1112;SPC WA N     -    80,620.      350,830.      MT  (+/- 180 meters Scaled)
 SY1112
 SY1112                          SUPERSEDED SURVEY CONTROL
 SY1112
 SY1112  NGVD 29 (??/??/??)   46.518  (m)          152.62   (f) ADJUSTED    1 2
 SY1112
 SY1112.Superseded values are not recommended for survey control.
 SY1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1112.See file dsdata.txt to determine how the superseded data were derived.
 SY1112
 SY1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET133838(NAD 83)
 SY1112_MARKER: DB = BENCH MARK DISK
 SY1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1112_STAMPING: A 410 1965
 SY1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1112+STABILITY: SURFACE MOTION
 SY1112
 SY1112  HISTORY     - Date     Condition        Report By
 SY1112  HISTORY     - 1965     MONUMENTED       CGS
 SY1112  HISTORY     - 1984     GOOD             USPSQD
 SY1112  HISTORY     - 1989     GOOD             USPSQD
 SY1112
 SY1112                          STATION DESCRIPTION
 SY1112
 SY1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1112'21.05 MI SE FROM QUILCENE.
 SY1112'5.5 MILES NORTHEAST ALONG A ROAD FROM QUILCENE HIGH SCHOOL AT
 SY1112'QUILCENE, THENCE 14.55 MILES SOUTHEAST ALONG COYLE ROAD THENCE 1.0
 SY1112'MILE NORTHWEST ALONG THE ZELATCHED POINT ROAD, AT THE ENTRANCE TO THE
 SY1112'NAVAL COMPUTER CENTER AT ZELATCHED POINT, 26 FEET NORTHEAST OF THE
 SY1112'CENTER LINE OF THE ROAD, 40 FEET SOUTHEAST OF THE NORTHEAST END OF A
 SY1112'CHAIN LINK GATE, 2 FEET NORTHWEST OF A POWER POLE WITH A GUY WIRE, 2.3
 SY1112'FEET SOUTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD,
 SY1112'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SY1112'GROUND.
 SY1112
 SY1112                          STATION RECOVERY (1984)
 SY1112
 SY1112'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY1112'ABOUT 44' EAST OF GATE ON NORTH SIDE AT END OF ZELATCHED ROAD AT NAVY
 SY1112'STATION-AS PER
 SY1112
 SY1112                          STATION RECOVERY (1989)
 SY1112
 SY1112'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0428 ***********************************************************************
 SY0428  DESIGNATION -  A 411
 SY0428  PID         -  SY0428
 SY0428  STATE/COUNTY-  WA/KING
 SY0428  USGS QUAD   -  
 SY0428
 SY0428                         *CURRENT SURVEY CONTROL
 SY0428  ___________________________________________________________________
 SY0428* NAD 83(1986)-  47 43 23.     (N)    122 19 27.     (W)     SCALED    
 SY0428* NAVD 88     -       121.055  (meters)     397.16   (feet)  ADJUSTED  
 SY0428  ___________________________________________________________________
 SY0428  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 SY0428  DYNAMIC HT  -         121.069 (meters)     397.21  (feet)  COMP
 SY0428  MODELED GRAV-     980,730.7   (mgal)                       NAVD 88
 SY0428
 SY0428  VERT ORDER  -  FIRST     CLASS II
 SY0428
 SY0428.The horizontal coordinates were scaled from a topographic map and have
 SY0428.an estimated accuracy of +/- 6 seconds.
 SY0428
 SY0428.The orthometric height was determined by differential leveling
 SY0428.and adjusted by the National Geodetic Survey in June 1991..
 SY0428
 SY0428.The geoid height was determined by GEOID03.
 SY0428
 SY0428.The dynamic height is computed by dividing the NAVD 88
 SY0428.geopotential number by the normal gravity value computed on the
 SY0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0428.degrees latitude (g = 980.6199 gals.).
 SY0428
 SY0428.The modeled gravity was interpolated from observed gravity values.
 SY0428
 SY0428;                    North         East    Units  Estimated Accuracy
 SY0428;SPC WA N     -    81,470.      388,160.      MT  (+/- 180 meters Scaled)
 SY0428
 SY0428                          SUPERSEDED SURVEY CONTROL
 SY0428
 SY0428  NGVD 29 (??/??/??)  119.961  (m)          393.57   (f) ADJUSTED    1 2
 SY0428
 SY0428.Superseded values are not recommended for survey control.
 SY0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0428.See file dsdata.txt to determine how the superseded data were derived.
 SY0428
 SY0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET506857(NAD 83)
 SY0428_MARKER: DB = BENCH MARK DISK
 SY0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0428_SP_SET: OVERPASS
 SY0428_STAMPING: A 411 1965
 SY0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0428
 SY0428  HISTORY     - Date     Condition        Report By
 SY0428  HISTORY     - 1965     MONUMENTED       CGS
 SY0428  HISTORY     - 1973     GOOD             NGS
 SY0428  HISTORY     - 1983     GOOD             USPSQD
 SY0428
 SY0428                          STATION DESCRIPTION
 SY0428
 SY0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0428'IN SEATTLE.
 SY0428'AT SEATTLE, ALONG N 130TH STREET BETWEEN 3RD AND 5TH AVENUES NE, IN
 SY0428'THE TOP OF THE WEST END OF THE NORTH CONCRETE SIDEWALK OF THE
 SY0428'INTERSTATE HIGHWAY 5 OVERPASS, 5.6 FEET NORTH OF THE NORTH CURB, 0.4
 SY0428'FEET SOUTH OF THE NORTH CONCRETE GUARDRAIL, 0.8 FOOT HIGHER THAN THE
 SY0428'STREET.  1/4, SEC 20, T 26N, R 4E.
 SY0428
 SY0428                          STATION RECOVERY (1983)
 SY0428
 SY0428'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1269 ***********************************************************************
 SY1269  DESIGNATION -  A 412
 SY1269  PID         -  SY1269
 SY1269  STATE/COUNTY-  WA/MASON
 SY1269  USGS QUAD   -  UNION (1985)
 SY1269
 SY1269                         *CURRENT SURVEY CONTROL
 SY1269  ___________________________________________________________________
 SY1269* NAD 83(1986)-  47 20 06.     (N)    123 06 49.     (W)     SCALED    
 SY1269* NAVD 88     -         4.968  (meters)      16.30   (feet)  ADJUSTED  
 SY1269  ___________________________________________________________________
 SY1269  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 SY1269  DYNAMIC HT  -           4.968 (meters)      16.30  (feet)  COMP
 SY1269  MODELED GRAV-     980,803.6   (mgal)                       NAVD 88
 SY1269
 SY1269  VERT ORDER  -  FIRST     CLASS I
 SY1269
 SY1269.The horizontal coordinates were scaled from a topographic map and have
 SY1269.an estimated accuracy of +/- 6 seconds.
 SY1269
 SY1269.The orthometric height was determined by differential leveling
 SY1269.and adjusted by the National Geodetic Survey in June 1991..
 SY1269
 SY1269.The geoid height was determined by GEOID03.
 SY1269
 SY1269.The dynamic height is computed by dividing the NAVD 88
 SY1269.geopotential number by the normal gravity value computed on the
 SY1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1269.degrees latitude (g = 980.6199 gals.).
 SY1269
 SY1269.The modeled gravity was interpolated from observed gravity values.
 SY1269
 SY1269;                    North         East    Units  Estimated Accuracy
 SY1269;SPC WA S     -   225,770.      302,500.      MT  (+/- 180 meters Scaled)
 SY1269
 SY1269                          SUPERSEDED SURVEY CONTROL
 SY1269
 SY1269  NGVD 29 (??/??/??)    3.909  (m)           12.82   (f) ADJUSTED    1 1
 SY1269
 SY1269.Superseded values are not recommended for survey control.
 SY1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1269.See file dsdata.txt to determine how the superseded data were derived.
 SY1269
 SY1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT914423(NAD 83)
 SY1269_MARKER: DB = BENCH MARK DISK
 SY1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1269_STAMPING: A 412 1965
 SY1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1269+STABILITY: SURFACE MOTION
 SY1269
 SY1269  HISTORY     - Date     Condition        Report By
 SY1269  HISTORY     - 1965     MONUMENTED       CGS
 SY1269  HISTORY     - 1973     GOOD             NGS
 SY1269  HISTORY     - 1983     GOOD             USPSQD
 SY1269  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SY1269  HISTORY     - 1987     GOOD             USPSQD
 SY1269  HISTORY     - 1988     GOOD             USPSQD
 SY1269  HISTORY     - 1989     GOOD             USPSQD
 SY1269
 SY1269                          STATION DESCRIPTION
 SY1269
 SY1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1269'1.9 MI S FROM UNION.
 SY1269'1.9 MILES SOUTH ALONG STATE HIGHWAY 106 FROM THE POST OFFICE AT UNION,
 SY1269'ON THE INSIDE OF A CURVE, 21 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 SY1269'THE HIGHWAY, 120 FEET SOUTH AND ACROSS THE HIGHWAY FROM POWER POLE U
 SY1269'50 WHICH IS THE FIRST POLE NORTHEAST OF A POLE BEARING A TRANSFORMER,
 SY1269'104 FEET NORTHEAST OF THE CENTER LINE OF A ROAD SOUTHEAST TO A LARGE
 SY1269'BARROW PIT, 1 FOOT NORTH OF TELEPHONE POLE 107, 1.6 FEET SOUTHWEST OF
 SY1269'A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 SY1269'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. SEC 6, T 21N, R
 SY1269'3W.
 SY1269
 SY1269                          STATION RECOVERY (1983)
 SY1269
 SY1269'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1269'BUT IN GROWN OVER AREA.
 SY1269
 SY1269                          STATION RECOVERY (1984)
 SY1269
 SY1269'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY1269'MARK NOT FOUND.
 SY1269
 SY1269                          STATION RECOVERY (1987)
 SY1269
 SY1269'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1269'RECOVERED IN GOOD CONDITION.
 SY1269
 SY1269                          STATION RECOVERY (1988)
 SY1269
 SY1269'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1269'RECOVERED IN GOOD CONDITION.
 SY1269
 SY1269                          STATION RECOVERY (1989)
 SY1269
 SY1269'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0879 ***********************************************************************
 SC0879  DESIGNATION -  A 421
 SC0879  PID         -  SC0879
 SC0879  STATE/COUNTY-  WA/PACIFIC
 SC0879  USGS QUAD   -  RAYMOND (1994)
 SC0879
 SC0879                         *CURRENT SURVEY CONTROL
 SC0879  ___________________________________________________________________
 SC0879* NAD 83(1986)-  46 42 04.     (N)    123 44 23.     (W)     SCALED    
 SC0879* NAVD 88     -        51.302  (meters)     168.31   (feet)  ADJUSTED  
 SC0879  ___________________________________________________________________
 SC0879  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 SC0879  DYNAMIC HT  -          51.311 (meters)     168.34  (feet)  COMP
 SC0879  MODELED GRAV-     980,778.7   (mgal)                       NAVD 88
 SC0879
 SC0879  VERT ORDER  -  FIRST     CLASS II
 SC0879
 SC0879.The horizontal coordinates were scaled from a topographic map and have
 SC0879.an estimated accuracy of +/- 6 seconds.
 SC0879
 SC0879.The orthometric height was determined by differential leveling
 SC0879.and adjusted by the National Geodetic Survey in June 1991..
 SC0879
 SC0879.The geoid height was determined by GEOID03.
 SC0879
 SC0879.The dynamic height is computed by dividing the NAVD 88
 SC0879.geopotential number by the normal gravity value computed on the
 SC0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0879.degrees latitude (g = 980.6199 gals.).
 SC0879
 SC0879.The modeled gravity was interpolated from observed gravity values.
 SC0879
 SC0879;                    North         East    Units  Estimated Accuracy
 SC0879;SPC WA S     -   157,120.      252,320.      MT  (+/- 180 meters Scaled)
 SC0879
 SC0879                          SUPERSEDED SURVEY CONTROL
 SC0879
 SC0879  NGVD 29 (??/??/92)   50.302  (m)          165.03   (f) ADJ UNCH    1 2
 SC0879
 SC0879.Superseded values are not recommended for survey control.
 SC0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0879.See file dsdata.txt to determine how the superseded data were derived.
 SC0879
 SC0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS434722(NAD 83)
 SC0879_MARKER: DB = BENCH MARK DISK
 SC0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0879_STAMPING: A 421 1968
 SC0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0879+STABILITY: SURFACE MOTION
 SC0879
 SC0879  HISTORY     - Date     Condition        Report By
 SC0879  HISTORY     - 1968     MONUMENTED       CGS
 SC0879  HISTORY     - 20041105 MARK NOT FOUND   USPSQD
 SC0879
 SC0879                          STATION DESCRIPTION
 SC0879
 SC0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0879'1.3 MI N FROM RAYMOND.
 SC0879'1.3 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SC0879'RAYMOND, AT THE JUNCTION OF AN ASPHALT ROAD NORTHWEST, IN R8W T14N,
 SC0879'SECTION 13, AT THE SOUTHEAST END OF A DEEP CUT, 43 FEET SOUTHWEST OF
 SC0879'THE CENTER LINE OF THE HIGHWAY, 183 FEET NORTHWEST OF THE CENTER OF
 SC0879'THE JUNCTION, 46 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 102
 SC0879'FEET NORTH AND ACROSS THE ROAD FROM TELEPHONE POLE 6 WITH A GUY WIRE,
 SC0879'62 FEET NORTH OF THE NORTHEAST END OF A 12-INCH PIPE CULVERT UNDER THE
 SC0879'ROAD, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SC0879'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SC0879
 SC0879                          STATION RECOVERY (2004)
 SC0879
 SC0879'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 SC0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0840 ***********************************************************************
 SC0840  DESIGNATION -  A 422
 SC0840  PID         -  SC0840
 SC0840  STATE/COUNTY-  WA/PACIFIC
 SC0840  USGS QUAD   -  SOUTH BEND (1994)
 SC0840
 SC0840                         *CURRENT SURVEY CONTROL
 SC0840  ___________________________________________________________________
 SC0840* NAD 83(1986)-  46 41 05.     (N)    123 45 21.     (W)     SCALED    
 SC0840* NAVD 88     -         4.430  (meters)      14.53   (feet)  ADJUSTED  
 SC0840  ___________________________________________________________________
 SC0840  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 SC0840  DYNAMIC HT  -           4.431 (meters)      14.54  (feet)  COMP
 SC0840  MODELED GRAV-     980,782.0   (mgal)                       NAVD 88
 SC0840
 SC0840  VERT ORDER  -  FIRST     CLASS II
 SC0840
 SC0840.The horizontal coordinates were scaled from a topographic map and have
 SC0840.an estimated accuracy of +/- 6 seconds.
 SC0840
 SC0840.The orthometric height was determined by differential leveling
 SC0840.and adjusted by the National Geodetic Survey in June 1991..
 SC0840
 SC0840.The geoid height was determined by GEOID03.
 SC0840
 SC0840.The dynamic height is computed by dividing the NAVD 88
 SC0840.geopotential number by the normal gravity value computed on the
 SC0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0840.degrees latitude (g = 980.6199 gals.).
 SC0840
 SC0840.The modeled gravity was interpolated from observed gravity values.
 SC0840
 SC0840;                    North         East    Units  Estimated Accuracy
 SC0840;SPC WA S     -   155,350.      251,010.      MT  (+/- 180 meters Scaled)
 SC0840
 SC0840                          SUPERSEDED SURVEY CONTROL
 SC0840
 SC0840  NGVD 29 (??/??/92)    3.432  (m)           11.26   (f) ADJ UNCH    1 2
 SC0840
 SC0840.Superseded values are not recommended for survey control.
 SC0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0840.See file dsdata.txt to determine how the superseded data were derived.
 SC0840
 SC0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS422704(NAD 83)
 SC0840_MARKER: DB = BENCH MARK DISK
 SC0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0840_STAMPING: A 422 1968
 SC0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0840+STABILITY: SURFACE MOTION
 SC0840
 SC0840  HISTORY     - Date     Condition        Report By
 SC0840  HISTORY     - 1968     MONUMENTED       CGS
 SC0840
 SC0840                          STATION DESCRIPTION
 SC0840
 SC0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0840'1.95 MI W FROM RAYMOND.
 SC0840'0.65 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SC0840'RAYMOND, THENCE 1.3 MILES WEST ALONG STATE HIGHWAY 105, IN R9W T14N,
 SC0840'SECTION 24, ABOUT 0.25 MILE NORTH AND ACROSS THE WILLAPA RIVER FROM
 SC0840'THE PORT OF WILLAPA HARBOR WHARF, 0.15 MILE NORTHEAST OF THE JUNCTION
 SC0840'OF A DRIVEWAY NORTH TO TWO HOUSES, 26 FEET SOUTHEAST OF THE CENTER
 SC0840'LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF POWER POLE X 24-198, 1.2 FEET
 SC0840'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY AND
 SC0840'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 SC0840'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0816 ***********************************************************************
 SC0816  DESIGNATION -  A 423
 SC0816  PID         -  SC0816
 SC0816  STATE/COUNTY-  WA/PACIFIC
 SC0816  USGS QUAD   -  BAY CENTER (1994)
 SC0816
 SC0816                         *CURRENT SURVEY CONTROL
 SC0816  ___________________________________________________________________
 SC0816* NAD 83(1986)-  46 43 50.     (N)    123 59 40.     (W)     SCALED    
 SC0816* NAVD 88     -         2.633  (meters)       8.64   (feet)  ADJUSTED  
 SC0816  ___________________________________________________________________
 SC0816  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 SC0816  DYNAMIC HT  -           2.634 (meters)       8.64  (feet)  COMP
 SC0816  MODELED GRAV-     980,744.7   (mgal)                       NAVD 88
 SC0816
 SC0816  VERT ORDER  -  FIRST     CLASS II
 SC0816
 SC0816.The horizontal coordinates were scaled from a topographic map and have
 SC0816.an estimated accuracy of +/- 6 seconds.
 SC0816
 SC0816.The orthometric height was determined by differential leveling
 SC0816.and adjusted by the National Geodetic Survey in June 1991..
 SC0816
 SC0816.The geoid height was determined by GEOID03.
 SC0816
 SC0816.The dynamic height is computed by dividing the NAVD 88
 SC0816.geopotential number by the normal gravity value computed on the
 SC0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0816.degrees latitude (g = 980.6199 gals.).
 SC0816
 SC0816.The modeled gravity was interpolated from observed gravity values.
 SC0816
 SC0816;                    North         East    Units  Estimated Accuracy
 SC0816;SPC WA S     -   161,220.      233,000.      MT  (+/- 180 meters Scaled)
 SC0816
 SC0816                          SUPERSEDED SURVEY CONTROL
 SC0816
 SC0816  NGVD 29 (??/??/92)    1.635  (m)            5.36   (f) ADJ UNCH    1 2
 SC0816
 SC0816.Superseded values are not recommended for survey control.
 SC0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0816.See file dsdata.txt to determine how the superseded data were derived.
 SC0816
 SC0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS240757(NAD 83)
 SC0816_MARKER: DB = BENCH MARK DISK
 SC0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0816_STAMPING: A 423 1968
 SC0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0816+STABILITY: SURFACE MOTION
 SC0816
 SC0816  HISTORY     - Date     Condition        Report By
 SC0816  HISTORY     - 1968     MONUMENTED       CGS
 SC0816
 SC0816                          STATION DESCRIPTION
 SC0816
 SC0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0816'17.4 MI W FROM RAYMOND.
 SC0816'0.65 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SC0816'RAYMOND, THENCE 16.75 MILES WEST ALONG STATE HIGHWAY 105, IN R11W
 SC0816'T14N, SECTION 1, AT THE INTERSECTION OF A PRIVATE ROAD, 77 FEET NORTH
 SC0816'OF THE CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF THE CENTER LINE OF
 SC0816'A SHORT ROAD NORTH, 31 FEET NORTH OF THE WEST END OF A STEEL GATE, 1
 SC0816'1/2 FEET WEST OF A NORTHEAST FENCE CORNER, 1.0 FOOT NORTH OF A FENCE,
 SC0816'1.5 FEET WEST OF A WITNESS POST, ABOUT 7 FEET LOWER THAN THE HIGHWAY,
 SC0816'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 SC0816'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0052 ***********************************************************************
 SC0052  DESIGNATION -  A 424
 SC0052  PID         -  SC0052
 SC0052  STATE/COUNTY-  WA/LEWIS
 SC0052  USGS QUAD   -  MOSSYROCK (1993)
 SC0052
 SC0052                         *CURRENT SURVEY CONTROL
 SC0052  ___________________________________________________________________
 SC0052* NAD 83(1986)-  46 32 19.     (N)    122 25 55.     (W)     SCALED    
 SC0052* NAVD 88     -       237.629  (meters)     779.62   (feet)  ADJUSTED  
 SC0052  ___________________________________________________________________
 SC0052  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 SC0052  DYNAMIC HT  -         237.644 (meters)     779.67  (feet)  COMP
 SC0052  MODELED GRAV-     980,671.6   (mgal)                       NAVD 88
 SC0052
 SC0052  VERT ORDER  -  SECOND    CLASS 0
 SC0052
 SC0052.The horizontal coordinates were scaled from a topographic map and have
 SC0052.an estimated accuracy of +/- 6 seconds.
 SC0052
 SC0052.The orthometric height was determined by differential leveling
 SC0052.and adjusted by the National Geodetic Survey in June 1991..
 SC0052
 SC0052.The geoid height was determined by GEOID03.
 SC0052
 SC0052.The dynamic height is computed by dividing the NAVD 88
 SC0052.geopotential number by the normal gravity value computed on the
 SC0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0052.degrees latitude (g = 980.6199 gals.).
 SC0052
 SC0052.The modeled gravity was interpolated from observed gravity values.
 SC0052
 SC0052;                    North         East    Units  Estimated Accuracy
 SC0052;SPC WA S     -   135,780.      351,830.      MT  (+/- 180 meters Scaled)
 SC0052
 SC0052                          SUPERSEDED SURVEY CONTROL
 SC0052
 SC0052  NGVD 29 (??/??/92)  236.564  (m)          776.13   (f) ADJ UNCH    2 0
 SC0052
 SC0052.Superseded values are not recommended for survey control.
 SC0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0052.See file dsdata.txt to determine how the superseded data were derived.
 SC0052
 SC0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES435540(NAD 83)
 SC0052_MARKER: DB = BENCH MARK DISK
 SC0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0052_SP_SET: CURB
 SC0052_STAMPING: A 424 1968
 SC0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0052
 SC0052  HISTORY     - Date     Condition        Report By
 SC0052  HISTORY     - 1968     MONUMENTED       CGS
 SC0052  HISTORY     - 1984     GOOD             NGS
 SC0052
 SC0052                          STATION DESCRIPTION
 SC0052
 SC0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0052'2.95 MI E FROM MOSSYROCK.
 SC0052'0.2 MILE NORTH ALONG WILLIAMS STREET FROM MOSSYROCK ELEMENTARY SCHOOL
 SC0052'AT MOSSYROCK, THENCE 2.75 MILES EAST ALONG U.S. HIGHWAY 12, IN R3E
 SC0052'T12N, SECTION 9, 0.4 MILE WEST OF THE NORTH END OF MOSSYROCK DAM, IN
 SC0052'THE TOP AND 1.2 FEET NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 SC0052'CONCRETE CURB OF A CONCRETE BRIDGE OVER A DEEP RAVINE AND CREEK, 14
 SC0052'1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 SC0052'HIGHER THAN THE HIGHWAY.
 SC0052
 SC0052                          STATION RECOVERY (1984)
 SC0052
 SC0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0107 ***********************************************************************
 SC0107  DESIGNATION -  A 425
 SC0107  PID         -  SC0107
 SC0107  STATE/COUNTY-  WA/LEWIS
 SC0107  USGS QUAD   -  VANSON PEAK (1984)
 SC0107
 SC0107                         *CURRENT SURVEY CONTROL
 SC0107  ___________________________________________________________________
 SC0107* NAD 83(1986)-  46 29 05.     (N)    122 10 48.     (W)     SCALED    
 SC0107* NAVD 88     -       267.391  (meters)     877.27   (feet)  ADJUSTED  
 SC0107  ___________________________________________________________________
 SC0107  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 SC0107  DYNAMIC HT  -         267.397 (meters)     877.28  (feet)  COMP
 SC0107  MODELED GRAV-     980,627.9   (mgal)                       NAVD 88
 SC0107
 SC0107  VERT ORDER  -  SECOND    CLASS 0
 SC0107
 SC0107.The horizontal coordinates were scaled from a topographic map and have
 SC0107.an estimated accuracy of +/- 6 seconds.
 SC0107
 SC0107.The orthometric height was determined by differential leveling
 SC0107.and adjusted by the National Geodetic Survey in June 1991..
 SC0107
 SC0107.The geoid height was determined by GEOID03.
 SC0107
 SC0107.The dynamic height is computed by dividing the NAVD 88
 SC0107.geopotential number by the normal gravity value computed on the
 SC0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0107.degrees latitude (g = 980.6199 gals.).
 SC0107
 SC0107.The modeled gravity was interpolated from observed gravity values.
 SC0107
 SC0107;                    North         East    Units  Estimated Accuracy
 SC0107;SPC WA S     -   129,350.      371,020.      MT  (+/- 180 meters Scaled)
 SC0107
 SC0107                          SUPERSEDED SURVEY CONTROL
 SC0107
 SC0107  NGVD 29 (??/??/92)  266.321  (m)          873.75   (f) ADJ UNCH    2 0
 SC0107
 SC0107.Superseded values are not recommended for survey control.
 SC0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0107.See file dsdata.txt to determine how the superseded data were derived.
 SC0107
 SC0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES629482(NAD 83)
 SC0107_MARKER: DB = BENCH MARK DISK
 SC0107_SETTING: 66 = SET IN ROCK OUTCROP
 SC0107_SP_SET: OUTCROP
 SC0107_STAMPING: A 425 1968
 SC0107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC0107+STABILITY: POSITION/ELEVATION WELL
 SC0107
 SC0107  HISTORY     - Date     Condition        Report By
 SC0107  HISTORY     - 1968     MONUMENTED       CGS
 SC0107
 SC0107                          STATION DESCRIPTION
 SC0107
 SC0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0107'8.25 MI SE FROM MORTON.
 SC0107'0.45 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF MAIN STREET
 SC0107'AT MORTON, THENCE 5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 12, THENCE
 SC0107'0.15 MILE SOUTH ALONG AN ASPHALT ROAD, THENCE 2.45 SOUTH ALONG A U.S.
 SC0107'PLYWOOD LOGGING ROAD, IN R5E T12N, SECTION 34, SET VERTICALLY IN THE
 SC0107'SOUTHWEST FACE OF AN OUTCROP IN A CUT, 19 FEET NORTHEAST OF THE CENTER
 SC0107'LINE OF THE ROAD, ABOUT 3 FEET HIGHER THAN THE ROAD AND 1 FOOT ABOVE
 SC0107'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0987 ***********************************************************************
 RC0987  DESIGNATION -  A 426
 RC0987  PID         -  RC0987
 RC0987  STATE/COUNTY-  WA/KLICKITAT
 RC0987  USGS QUAD   -  STACKER BUTTE (1994)
 RC0987
 RC0987                         *CURRENT SURVEY CONTROL
 RC0987  ___________________________________________________________________
 RC0987* NAD 83(1986)-  45 39 49.     (N)    121 02 09.     (W)     SCALED    
 RC0987* NAVD 88     -        75.950  (meters)     249.18   (feet)  ADJUSTED  
 RC0987  ___________________________________________________________________
 RC0987  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC0987  DYNAMIC HT  -          75.948 (meters)     249.17  (feet)  COMP
 RC0987  MODELED GRAV-     980,597.1   (mgal)                       NAVD 88
 RC0987
 RC0987  VERT ORDER  -  FIRST     CLASS I
 RC0987
 RC0987.The horizontal coordinates were scaled from a topographic map and have
 RC0987.an estimated accuracy of +/- 6 seconds.
 RC0987
 RC0987.The orthometric height was determined by differential leveling
 RC0987.and adjusted by the National Geodetic Survey in June 1991..
 RC0987
 RC0987.The geoid height was determined by GEOID03.
 RC0987
 RC0987.The dynamic height is computed by dividing the NAVD 88
 RC0987.geopotential number by the normal gravity value computed on the
 RC0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0987.degrees latitude (g = 980.6199 gals.).
 RC0987
 RC0987.The modeled gravity was interpolated from observed gravity values.
 RC0987
 RC0987;                    North         East    Units  Estimated Accuracy
 RC0987;SPC WA S     -    36,850.      458,240.      MT  (+/- 180 meters Scaled)
 RC0987
 RC0987                          SUPERSEDED SURVEY CONTROL
 RC0987
 RC0987  NGVD 29 (??/??/92)   74.952  (m)          245.91   (f) ADJ UNCH    1 1
 RC0987
 RC0987.Superseded values are not recommended for survey control.
 RC0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0987.See file dsdata.txt to determine how the superseded data were derived.
 RC0987
 RC0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR530585(NAD 83)
 RC0987_MARKER: DB = BENCH MARK DISK
 RC0987_SETTING: 66 = SET IN ROCK OUTCROP
 RC0987_SP_SET: ROCK OUTCROP
 RC0987_STAMPING: A 426 1968
 RC0987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0987+STABILITY: POSITION/ELEVATION WELL
 RC0987
 RC0987  HISTORY     - Date     Condition        Report By
 RC0987  HISTORY     - 1968     MONUMENTED       CGS
 RC0987
 RC0987                          STATION DESCRIPTION
 RC0987
 RC0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0987'4.05 MI W FROM WISHRAM.
 RC0987'3.9 MILES WEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RC0987'THE STATION AT WISHRAM, THENCE 0.15 MILE NORTHWEST ALONG A GRAVELED
 RC0987'ROAD, 0.1 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 14, AT THE
 RC0987'SOUTHWEST END OF A CURVE, IN THE TOP OF AN OUTCROP WHICH PROJECTS
 RC0987'ABOUT 1/2 FOOT ABOVE THE GROUND, 19 1/2 FEET SOUTHEAST OF THE CENTER
 RC0987'LINE OF THE ROAD, 1.3 FEET SOUTH OF A WITNESS POST, AND ABOUT 1 FOOT
 RC0987'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0702 ***********************************************************************
 RC0702  DESIGNATION -  A 427
 RC0702  PID         -  RC0702
 RC0702  STATE/COUNTY-  WA/KLICKITAT
 RC0702  USGS QUAD   -  LUNA BUTTE (1983)
 RC0702
 RC0702                         *CURRENT SURVEY CONTROL
 RC0702  ___________________________________________________________________
 RC0702* NAD 83(1986)-  45 45 10.     (N)    120 38 25.     (W)     SCALED    
 RC0702* NAVD 88     -       167.567  (meters)     549.76   (feet)  ADJUSTED  
 RC0702  ___________________________________________________________________
 RC0702  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 RC0702  DYNAMIC HT  -         167.560 (meters)     549.74  (feet)  COMP
 RC0702  MODELED GRAV-     980,568.0   (mgal)                       NAVD 88
 RC0702
 RC0702  VERT ORDER  -  SECOND    CLASS 0
 RC0702
 RC0702.The horizontal coordinates were scaled from a topographic map and have
 RC0702.an estimated accuracy of +/- 6 seconds.
 RC0702
 RC0702.The orthometric height was determined by differential leveling
 RC0702.and adjusted by the National Geodetic Survey in June 1991..
 RC0702
 RC0702.The geoid height was determined by GEOID03.
 RC0702
 RC0702.The dynamic height is computed by dividing the NAVD 88
 RC0702.geopotential number by the normal gravity value computed on the
 RC0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0702.degrees latitude (g = 980.6199 gals.).
 RC0702
 RC0702.The modeled gravity was interpolated from observed gravity values.
 RC0702
 RC0702;                    North         East    Units  Estimated Accuracy
 RC0702;SPC WA S     -    46,630.      489,090.      MT  (+/- 180 meters Scaled)
 RC0702
 RC0702                          SUPERSEDED SURVEY CONTROL
 RC0702
 RC0702  NGVD 29 (??/??/92)  166.569  (m)          546.49   (f) ADJ UNCH    2 0
 RC0702
 RC0702.Superseded values are not recommended for survey control.
 RC0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0702.See file dsdata.txt to determine how the superseded data were derived.
 RC0702
 RC0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR835692(NAD 83)
 RC0702_MARKER: DB = BENCH MARK DISK
 RC0702_SETTING: 66 = SET IN ROCK OUTCROP
 RC0702_SP_SET: ROCK OUTCROP
 RC0702_STAMPING: A 427 1968
 RC0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0702+STABILITY: POSITION/ELEVATION WELL
 RC0702
 RC0702  HISTORY     - Date     Condition        Report By
 RC0702  HISTORY     - 1968     MONUMENTED       CGS
 RC0702
 RC0702                          STATION DESCRIPTION
 RC0702
 RC0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0702'10.15 MI E FROM MARYHILL.
 RC0702'1.4 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPOKANE, PORTLAND AND
 RC0702'SEATTLE RAILWAY STATION AT MARYHILL, THENCE 8.75 MILES EAST ALONG
 RC0702'STATE HIGHWAY 14, IN R17E T3N, SECTION 11, AT A SHALLOW CUT, IN THE
 RC0702'TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 51
 RC0702'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 45 1/2 FEET NORTHWEST OF
 RC0702'A T FENCE JUNCTION, 22.1 FEET NORTH OF A FENCE, 2.0 FEET NORTHEAST OF
 RC0702'A WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0757 ***********************************************************************
 RC0757  DESIGNATION -  A 428
 RC0757  PID         -  RC0757
 RC0757  STATE/COUNTY-  WA/KLICKITAT
 RC0757  USGS QUAD   -  RUFUS (1971)
 RC0757
 RC0757                         *CURRENT SURVEY CONTROL
 RC0757  ___________________________________________________________________
 RC0757* NAD 83(1986)-  45 43 57.     (N)    120 41 58.     (W)     SCALED    
 RC0757* NAVD 88     -       150.758  (meters)     494.61   (feet)  ADJUSTED  
 RC0757  ___________________________________________________________________
 RC0757  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC0757  DYNAMIC HT  -         150.753 (meters)     494.60  (feet)  COMP
 RC0757  MODELED GRAV-     980,577.8   (mgal)                       NAVD 88
 RC0757
 RC0757  VERT ORDER  -  FIRST     CLASS I
 RC0757
 RC0757.The horizontal coordinates were scaled from a topographic map and have
 RC0757.an estimated accuracy of +/- 6 seconds.
 RC0757
 RC0757.The orthometric height was determined by differential leveling
 RC0757.and adjusted by the National Geodetic Survey in June 1991..
 RC0757
 RC0757.The geoid height was determined by GEOID03.
 RC0757
 RC0757.The dynamic height is computed by dividing the NAVD 88
 RC0757.geopotential number by the normal gravity value computed on the
 RC0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0757.degrees latitude (g = 980.6199 gals.).
 RC0757
 RC0757.The modeled gravity was interpolated from observed gravity values.
 RC0757
 RC0757;                    North         East    Units  Estimated Accuracy
 RC0757;SPC WA S     -    44,390.      484,480.      MT  (+/- 180 meters Scaled)
 RC0757
 RC0757                          SUPERSEDED SURVEY CONTROL
 RC0757
 RC0757  NGVD 29 (??/??/92)  149.765  (m)          491.35   (f) ADJ UNCH    1 1
 RC0757
 RC0757.Superseded values are not recommended for survey control.
 RC0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0757.See file dsdata.txt to determine how the superseded data were derived.
 RC0757
 RC0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR789669(NAD 83)
 RC0757_MARKER: DB = BENCH MARK DISK
 RC0757_SETTING: 66 = SET IN ROCK OUTCROP
 RC0757_SP_SET: ROCK OUTCROP
 RC0757_STAMPING: A 428 1968
 RC0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0757+STABILITY: POSITION/ELEVATION WELL
 RC0757
 RC0757  HISTORY     - Date     Condition        Report By
 RC0757  HISTORY     - 1968     MONUMENTED       CGS
 RC0757
 RC0757                          STATION DESCRIPTION
 RC0757
 RC0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0757'7.8 MI E FROM MARYHILL.
 RC0757'1.4 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPOKANE, PORTLAND AND
 RC0757'SEATTLE RAILWAY STATION AT MARYHILL, THENCE 6.0 MILES EAST ALONG STATE
 RC0757'HIGHWAY 14, THENCE 0.4 MILE SOUTHWEST ALONG THE JOHN DAY DAM ROAD, IN
 RC0757'THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE
 RC0757'GROUND, 37 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 32.5 FEET
 RC0757'NORTH OF THE NORTHEAST END OF A STEEL GATE, 11.5 FEET NORTHWEST OF A
 RC0757'FENCE, 1.0 FOOT SOUTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER
 RC0757'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1108 ***********************************************************************
 RB1108  DESIGNATION -  A 429
 RB1108  PID         -  RB1108
 RB1108  STATE/COUNTY-  WA/BENTON
 RB1108  USGS QUAD   -  WEST OF PATERSON (1993)
 RB1108
 RB1108                         *CURRENT SURVEY CONTROL
 RB1108  ___________________________________________________________________
 RB1108* NAD 83(1986)-  45 53 29.     (N)    119 41 51.     (W)     SCALED    
 RB1108* NAVD 88     -       102.304  (meters)     335.64   (feet)  ADJUSTED  
 RB1108  ___________________________________________________________________
 RB1108  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RB1108  DYNAMIC HT  -         102.305 (meters)     335.65  (feet)  COMP
 RB1108  MODELED GRAV-     980,624.8   (mgal)                       NAVD 88
 RB1108
 RB1108  VERT ORDER  -  SECOND    CLASS 0
 RB1108
 RB1108.The horizontal coordinates were scaled from a topographic map and have
 RB1108.an estimated accuracy of +/- 6 seconds.
 RB1108
 RB1108.The orthometric height was determined by differential leveling
 RB1108.and adjusted by the National Geodetic Survey in June 1991..
 RB1108
 RB1108.The geoid height was determined by GEOID03.
 RB1108
 RB1108.The dynamic height is computed by dividing the NAVD 88
 RB1108.geopotential number by the normal gravity value computed on the
 RB1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1108.degrees latitude (g = 980.6199 gals.).
 RB1108
 RB1108.The modeled gravity was interpolated from observed gravity values.
 RB1108
 RB1108;                    North         East    Units  Estimated Accuracy
 RB1108;SPC WA S     -    62,350.      562,280.      MT  (+/- 180 meters Scaled)
 RB1108
 RB1108                          SUPERSEDED SURVEY CONTROL
 RB1108
 RB1108  NGVD 29 (??/??/92)  101.282  (m)          332.29   (f) ADJ UNCH    2 0
 RB1108
 RB1108.Superseded values are not recommended for survey control.
 RB1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1108.See file dsdata.txt to determine how the superseded data were derived.
 RB1108
 RB1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL907855(NAD 83)
 RB1108_MARKER: DB = BENCH MARK DISK
 RB1108_SETTING: 66 = SET IN ROCK OUTCROP
 RB1108_SP_SET: OUTCROP
 RB1108_STAMPING: A 429 1968
 RB1108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1108+STABILITY: POSITION/ELEVATION WELL
 RB1108
 RB1108  HISTORY     - Date     Condition        Report By
 RB1108  HISTORY     - 1968     MONUMENTED       CGS
 RB1108  HISTORY     - 1989     GOOD             USPSQD
 RB1108
 RB1108                          STATION DESCRIPTION
 RB1108
 RB1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB1108'5.85 MI SW FROM PATERSON.
 RB1108'5.85 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF STATE
 RB1108'HIGHWAY 221 AT PATERSON, AT THE SOUTHWEST END OF A CUT, IN THE TOP OF
 RB1108'A SMALL EXPOSED PORTION OF AN OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT
 RB1108'ABOVE THE GROUND, 70 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RB1108'62 FEET EAST OF A POWER POLE WITH A GUY WIRE, 7.0 FEET NORTHWEST OF A
 RB1108'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 RB1108
 RB1108                          STATION RECOVERY (1989)
 RB1108
 RB1108'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RB1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0775 ***********************************************************************
 RC0775  DESIGNATION -  A 43
 RC0775  PID         -  RC0775
 RC0775  STATE/COUNTY-  WA/KLICKITAT
 RC0775  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC0775
 RC0775                         *CURRENT SURVEY CONTROL
 RC0775  ___________________________________________________________________
 RC0775* NAD 83(1986)-  45 40 47.     (N)    120 50 41.     (W)     SCALED    
 RC0775* NAVD 88     -        56.024  (meters)     183.81   (feet)  ADJUSTED  
 RC0775  ___________________________________________________________________
 RC0775  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC0775  DYNAMIC HT  -          56.023 (meters)     183.80  (feet)  COMP
 RC0775  MODELED GRAV-     980,598.1   (mgal)                       NAVD 88
 RC0775
 RC0775  VERT ORDER  -  FIRST     CLASS I
 RC0775
 RC0775.The horizontal coordinates were scaled from a topographic map and have
 RC0775.an estimated accuracy of +/- 6 seconds.
 RC0775
 RC0775.The orthometric height was determined by differential leveling
 RC0775.and adjusted by the National Geodetic Survey in June 1991..
 RC0775
 RC0775.The geoid height was determined by GEOID03.
 RC0775
 RC0775.The dynamic height is computed by dividing the NAVD 88
 RC0775.geopotential number by the normal gravity value computed on the
 RC0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0775.degrees latitude (g = 980.6199 gals.).
 RC0775
 RC0775.The modeled gravity was interpolated from observed gravity values.
 RC0775
 RC0775;                    North         East    Units  Estimated Accuracy
 RC0775;SPC WA S     -    38,560.      473,140.      MT  (+/- 180 meters Scaled)
 RC0775
 RC0775                          SUPERSEDED SURVEY CONTROL
 RC0775
 RC0775  NGVD 29 (??/??/92)   55.033  (m)          180.55   (f) ADJ UNCH    1 1
 RC0775
 RC0775.Superseded values are not recommended for survey control.
 RC0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0775.See file dsdata.txt to determine how the superseded data were derived.
 RC0775
 RC0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR678607(NAD 83)
 RC0775_MARKER: DB = BENCH MARK DISK
 RC0775_SETTING: 66 = SET IN ROCK OUTCROP
 RC0775_SP_SET: ROCK OUTCROP
 RC0775_STAMPING: A 43 1933 180.482
 RC0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0775+STABILITY: POSITION/ELEVATION WELL
 RC0775
 RC0775  HISTORY     - Date     Condition        Report By
 RC0775  HISTORY     - 1933     MONUMENTED       CGS
 RC0775  HISTORY     - 1968     GOOD             NGS
 RC0775  HISTORY     - 20060215 GOOD             USACE
 RC0775
 RC0775                          STATION DESCRIPTION
 RC0775
 RC0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0775'1.7 MI W FROM MARYHILL.
 RC0775'1.7 MILES WEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RC0775'THE STATION AT MARYHILL, IN R16E T2N, SECTION 5, 0.1 MILE WEST OF
 RC0775'CULVERT 112.68, ALONG A FORMER RAILROAD BED, AT THE SOUTH BASE OF A
 RC0775'ROCK CUT, IN THE TOP OF A LEDGE OF AN OUTCROP, ABOUT 50 FEET SOUTH OF
 RC0775'THE SOUTH RAIL (SLOPE MEASUREMENT), 11 FEET NORTH OF THE CENTER LINE
 RC0775'OF THE FORMER RAILROAD BED, 0.6 FOOT SOUTH OF THE SOUTH FACE OF AN
 RC0775'OUTCROP, 8.0 FEET WEST OF A WITNESS POST, ABOUT 23 FEET LOWER THAN THE
 RC0775'PRESENT TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE FORMER RAILROAD BED.
 RC0775
 RC0775                          STATION RECOVERY (2006)
 RC0775
 RC0775'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2006 (CLB)
 RC0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0168 ***********************************************************************
 SA0168  DESIGNATION -  A 430
 SA0168  PID         -  SA0168
 SA0168  STATE/COUNTY-  WA/COLUMBIA
 SA0168  USGS QUAD   -  HUNTSVILLE (1967)
 SA0168
 SA0168                         *CURRENT SURVEY CONTROL
 SA0168  ___________________________________________________________________
 SA0168* NAD 83(1986)-  46 17 26.     (N)    118 01 46.     (W)     SCALED    
 SA0168* NAVD 88     -       453.565  (meters)    1488.07   (feet)  ADJUSTED  
 SA0168  ___________________________________________________________________
 SA0168  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 SA0168  DYNAMIC HT  -         453.536 (meters)    1487.98  (feet)  COMP
 SA0168  MODELED GRAV-     980,537.7   (mgal)                       NAVD 88
 SA0168
 SA0168  VERT ORDER  -  FIRST     CLASS I
 SA0168
 SA0168.The horizontal coordinates were scaled from a topographic map and have
 SA0168.an estimated accuracy of +/- 6 seconds.
 SA0168
 SA0168.The orthometric height was determined by differential leveling
 SA0168.and adjusted by the National Geodetic Survey in June 1991..
 SA0168
 SA0168.The geoid height was determined by GEOID03.
 SA0168
 SA0168.The dynamic height is computed by dividing the NAVD 88
 SA0168.geopotential number by the normal gravity value computed on the
 SA0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0168.degrees latitude (g = 980.6199 gals.).
 SA0168
 SA0168.The modeled gravity was interpolated from observed gravity values.
 SA0168
 SA0168;                    North         East    Units  Estimated Accuracy
 SA0168;SPC WA S     -   109,380.      690,330.      MT  (+/- 180 meters Scaled)
 SA0168
 SA0168                          SUPERSEDED SURVEY CONTROL
 SA0168
 SA0168  NGVD 29 (??/??/92)  452.569  (m)         1484.80   (f) ADJ UNCH    1 1
 SA0168
 SA0168.Superseded values are not recommended for survey control.
 SA0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0168.See file dsdata.txt to determine how the superseded data were derived.
 SA0168
 SA0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM207268(NAD 83)
 SA0168_MARKER: DB = BENCH MARK DISK
 SA0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0168_SP_SET: CULVERT
 SA0168_STAMPING: A 430 1968
 SA0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0168
 SA0168  HISTORY     - Date     Condition        Report By
 SA0168  HISTORY     - 1968     MONUMENTED       CGS
 SA0168
 SA0168                          STATION DESCRIPTION
 SA0168
 SA0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0168'3.35 MI SW FROM DAYTON.
 SA0168'3.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 SA0168'DAYTON, 0.15 MILE SOUTHWEST OF THE JUNCTION OF COUNTY ROAD 49 AND A
 SA0168'GRAIN ELEVATOR, 0.05 MILE NORTHEAST OF MILEPOST 364, IN THE TOP AND
 SA0168'1.0 FOOT NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 SA0168'HEADWALL OF A LARGE CONCRETE BOX CULVERT, 25 FEET NORTHWEST OF THE
 SA0168'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0260 ***********************************************************************
 SA0260  DESIGNATION -  A 431
 SA0260  PID         -  SA0260
 SA0260  STATE/COUNTY-  WA/WALLA WALLA
 SA0260  USGS QUAD   -  ZANGAR JUNCTION (1991)
 SA0260
 SA0260                         *CURRENT SURVEY CONTROL
 SA0260  ___________________________________________________________________
 SA0260* NAD 83(1986)-  46 04 12.     (N)    118 49 00.     (W)     SCALED    
 SA0260* NAVD 88     -       130.709  (meters)     428.83   (feet)  ADJUSTED  
 SA0260  ___________________________________________________________________
 SA0260  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SA0260  DYNAMIC HT  -         130.709 (meters)     428.83  (feet)  COMP
 SA0260  MODELED GRAV-     980,619.8   (mgal)                       NAVD 88
 SA0260
 SA0260  VERT ORDER  -  FIRST     CLASS I
 SA0260
 SA0260.The horizontal coordinates were scaled from a topographic map and have
 SA0260.an estimated accuracy of +/- 6 seconds.
 SA0260
 SA0260.The orthometric height was determined by differential leveling
 SA0260.and adjusted by the National Geodetic Survey in June 1991..
 SA0260
 SA0260.The geoid height was determined by GEOID03.
 SA0260
 SA0260.The dynamic height is computed by dividing the NAVD 88
 SA0260.geopotential number by the normal gravity value computed on the
 SA0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0260.degrees latitude (g = 980.6199 gals.).
 SA0260
 SA0260.The modeled gravity was interpolated from observed gravity values.
 SA0260
 SA0260;                    North         East    Units  Estimated Accuracy
 SA0260;SPC WA S     -    83,270.      630,220.      MT  (+/- 180 meters Scaled)
 SA0260
 SA0260                          SUPERSEDED SURVEY CONTROL
 SA0260
 SA0260  NGVD 29 (??/??/92)  129.71   (m)          425.6    (f) COMPUTED    1 1
 SA0260
 SA0260.Superseded values are not recommended for survey control.
 SA0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0260.See file dsdata.txt to determine how the superseded data were derived.
 SA0260
 SA0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM595034(NAD 83)
 SA0260_MARKER: DB = BENCH MARK DISK
 SA0260_SETTING: 66 = SET IN ROCK OUTCROP
 SA0260_SP_SET: OUTCROP
 SA0260_STAMPING: A 431 1968
 SA0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0260+STABILITY: POSITION/ELEVATION WELL
 SA0260
 SA0260  HISTORY     - Date     Condition        Report By
 SA0260  HISTORY     - 1968     MONUMENTED       CGS
 SA0260  HISTORY     - 1976     GOOD             NGS
 SA0260  HISTORY     - 20031022 GOOD             GEOCAC
 SA0260
 SA0260                          STATION DESCRIPTION
 SA0260
 SA0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0260'4.85 MI E FROM WALLULA JUNCTION.
 SA0260'4.85 MILES EAST ALONG U.S. HIGHWAY 12 FROM THE STATE TRUCK SCALES AT
 SA0260'WALLULA JUNCTION, IN R32E T7N, SECTION 21, 0.4 MILE EAST OF MILEPOST
 SA0260'312, ON THE INSIDE OF A LONG CURVE, IN THE TOP OF A LEDGE OF AN
 SA0260'OUTCROP IN A CUT WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 30 FEET
 SA0260'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET WEST OF A WITNESS
 SA0260'POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 SA0260
 SA0260                          STATION RECOVERY (1976)
 SA0260
 SA0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SA0260'RECOVERED IN GOOD CONDITION.
 SA0260
 SA0260                          STATION RECOVERY (2003)
 SA0260
 SA0260'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0724 ***********************************************************************
 RC0724  DESIGNATION -  A 433
 RC0724  PID         -  RC0724
 RC0724  STATE/COUNTY-  WA/KLICKITAT
 RC0724  USGS QUAD   -  SATUS PASS (1983)
 RC0724
 RC0724                         *CURRENT SURVEY CONTROL
 RC0724  ___________________________________________________________________
 RC0724* NAD 83(1986)-  45 53 20.     (N)    120 44 02.     (W)     SCALED    
 RC0724* NAVD 88     -       672.760  (meters)    2207.21   (feet)  ADJUSTED  
 RC0724  ___________________________________________________________________
 RC0724  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 RC0724  DYNAMIC HT  -         672.699 (meters)    2207.01  (feet)  COMP
 RC0724  MODELED GRAV-     980,503.1   (mgal)                       NAVD 88
 RC0724
 RC0724  VERT ORDER  -  FIRST     CLASS I
 RC0724
 RC0724.The horizontal coordinates were scaled from a topographic map and have
 RC0724.an estimated accuracy of +/- 6 seconds.
 RC0724
 RC0724.The orthometric height was determined by differential leveling
 RC0724.and adjusted by the National Geodetic Survey in June 1991..
 RC0724
 RC0724.The geoid height was determined by GEOID03.
 RC0724
 RC0724.The dynamic height is computed by dividing the NAVD 88
 RC0724.geopotential number by the normal gravity value computed on the
 RC0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0724.degrees latitude (g = 980.6199 gals.).
 RC0724
 RC0724.The modeled gravity was interpolated from observed gravity values.
 RC0724
 RC0724;                    North         East    Units  Estimated Accuracy
 RC0724;SPC WA S     -    61,780.      481,850.      MT  (+/- 180 meters Scaled)
 RC0724
 RC0724                          SUPERSEDED SURVEY CONTROL
 RC0724
 RC0724  NGVD 29 (??/??/92)  671.750  (m)         2203.90   (f) ADJ UNCH    1 1
 RC0724
 RC0724.Superseded values are not recommended for survey control.
 RC0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0724.See file dsdata.txt to determine how the superseded data were derived.
 RC0724
 RC0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR758841(NAD 83)
 RC0724_MARKER: DB = BENCH MARK DISK
 RC0724_SETTING: 66 = SET IN ROCK OUTCROP
 RC0724_SP_SET: ROCK OUTCROP
 RC0724_STAMPING: A 433 1968
 RC0724_MARK LOGO: CGS   
 RC0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0724+STABILITY: POSITION/ELEVATION WELL
 RC0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC0724+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 RC0724
 RC0724  HISTORY     - Date     Condition        Report By
 RC0724  HISTORY     - 1968     MONUMENTED       CGS
 RC0724  HISTORY     - 1982     GOOD             NGS
 RC0724  HISTORY     - 20020401 GOOD             USPSQD
 RC0724  HISTORY     - 20060220 GOOD             USPSQD
 RC0724
 RC0724                          STATION DESCRIPTION
 RC0724
 RC0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0724'7.0 MI NE FROM GOLDENDALE.
 RC0724'7.0 MILES NORTHEAST ALONG U.S. HIGHWAY 97 FROM THE COURTHOUSE AT
 RC0724'GOLDENDALE, 0.1 MILE NORTH OF THE JUNCTION OF A FARM ROAD NORTHWEST,
 RC0724'IN THE TOP OF A ROCK OUTCROP WHICH IS ABOUT LEVEL WITH THE GROUND, 93
 RC0724'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET NORTHEAST OF
 RC0724'TWO OAK TREES WHICH IS IN THE RIGHT-OF-WAY FENCE, 47 FEET WEST OF
 RC0724'HIGHWAY MARKER 333+79, 2.0 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 RC0724'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 RC0724
 RC0724                          STATION RECOVERY (1982)
 RC0724
 RC0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RC0724'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 RC0724'1.75 KM (1.1 MI) NORTHEAST ALONG BUSINESS ROUTE 97 FROM THE COURTHOUSE
 RC0724'AT GOLDENDALE, THENCE 9.25 KM (5.8 MI) NORTH ALONG US HIGHWAY 97, IN
 RC0724'THE TOP CENTER OF A 2 BY 5 FOOT EXPOSURE OF VOLCANIC ROCK OUTCROP
 RC0724'FLUSH WITH THE GROUND, 28.2 METERS (92.5 FT) NORTHWEST OF THE HIGHWAY
 RC0724'CENTERLINE, 47.9 METERS (157 FT) WEST ACROSS THE HIGHWAY FROM MILEPOST
 RC0724'19, 28.3 METERS (93 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF A
 RC0724'PRIVATE ROAD SOUTHEAST TO TWO MOBILE HOMES, 0.6 METER (2 FT) SOUTHEAST
 RC0724'OF A WOOD POST AND RIGHT OF WAY FENCE.
 RC0724'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 RC0724'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 RC0724
 RC0724                          STATION RECOVERY (2002)
 RC0724
 RC0724'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RC0724'RECOVERED IN GOOD CONDITION.
 RC0724
 RC0724                          STATION RECOVERY (2006)
 RC0724
 RC0724'RECOVERY NOTE BY US POWER SQUADRON 2006 (GDH)
 RC0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1096 ***********************************************************************
 RZ1096  DESIGNATION -  A 434
 RZ1096  PID         -  RZ1096
 RZ1096  STATE/COUNTY-  WA/COLUMBIA
 RZ1096  USGS QUAD   -  DAYTON (1967)
 RZ1096
 RZ1096                         *CURRENT SURVEY CONTROL
 RZ1096  ___________________________________________________________________
 RZ1096* NAD 83(1986)-  46 21 54.     (N)    117 56 56.     (W)     SCALED    
 RZ1096* NAVD 88     -       631.111  (meters)    2070.57   (feet)  ADJUSTED  
 RZ1096  ___________________________________________________________________
 RZ1096  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 RZ1096  DYNAMIC HT  -         631.066 (meters)    2070.42  (feet)  COMP
 RZ1096  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 RZ1096
 RZ1096  VERT ORDER  -  FIRST     CLASS I
 RZ1096
 RZ1096.The horizontal coordinates were scaled from a topographic map and have
 RZ1096.an estimated accuracy of +/- 6 seconds.
 RZ1096
 RZ1096.The orthometric height was determined by differential leveling
 RZ1096.and adjusted by the National Geodetic Survey in June 1991..
 RZ1096
 RZ1096.The geoid height was determined by GEOID03.
 RZ1096
 RZ1096.The dynamic height is computed by dividing the NAVD 88
 RZ1096.geopotential number by the normal gravity value computed on the
 RZ1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1096.degrees latitude (g = 980.6199 gals.).
 RZ1096
 RZ1096.The modeled gravity was interpolated from observed gravity values.
 RZ1096
 RZ1096;                    North         East    Units  Estimated Accuracy
 RZ1096;SPC WA S     -   117,840.      696,260.      MT  (+/- 180 meters Scaled)
 RZ1096
 RZ1096                          SUPERSEDED SURVEY CONTROL
 RZ1096
 RZ1096  NGVD 29 (??/??/92)  630.103  (m)         2067.26   (f) ADJ UNCH    1 1
 RZ1096
 RZ1096.Superseded values are not recommended for survey control.
 RZ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1096.See file dsdata.txt to determine how the superseded data were derived.
 RZ1096
 RZ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM270350(NAD 83)
 RZ1096_MARKER: DB = BENCH MARK DISK
 RZ1096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1096_SP_SET: CULVERT
 RZ1096_STAMPING: A 434 1968
 RZ1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1096
 RZ1096  HISTORY     - Date     Condition        Report By
 RZ1096  HISTORY     - 1968     MONUMENTED       CGS
 RZ1096
 RZ1096                          STATION DESCRIPTION
 RZ1096
 RZ1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1096'4.0 MI N FROM DAYTON.
 RZ1096'4.0 MILES NORTH ALONG U. S. HIGHWAY 12 FROM THE COURTHOUSE AT DAYTON,
 RZ1096'IN R39E T10N, SECTION 9, 0.35 MILE NORTHEAST OF MILEPOST 371, IN THE
 RZ1096'TOP AND 0.6 FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 RZ1096'CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT, 18 1/2 FEET SOUTHEAST OF
 RZ1096'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE
 RZ1096'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1330 ***********************************************************************
 RZ1330  DESIGNATION -  A 435
 RZ1330  PID         -  RZ1330
 RZ1330  STATE/COUNTY-  WA/WHITMAN
 RZ1330  USGS QUAD   -  LA CROSSE WEST (1981)
 RZ1330
 RZ1330                         *CURRENT SURVEY CONTROL
 RZ1330  ___________________________________________________________________
 RZ1330* NAD 83(1986)-  46 47 07.     (N)    117 56 09.     (W)     SCALED    
 RZ1330* NAVD 88     -       439.852  (meters)    1443.08   (feet)  ADJUSTED  
 RZ1330  ___________________________________________________________________
 RZ1330  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 RZ1330  DYNAMIC HT  -         439.858 (meters)    1443.10  (feet)  COMP
 RZ1330  MODELED GRAV-     980,615.6   (mgal)                       NAVD 88
 RZ1330
 RZ1330  VERT ORDER  -  SECOND    CLASS 0
 RZ1330
 RZ1330.The horizontal coordinates were scaled from a topographic map and have
 RZ1330.an estimated accuracy of +/- 6 seconds.
 RZ1330
 RZ1330.The orthometric height was determined by differential leveling
 RZ1330.and adjusted by the National Geodetic Survey in June 1991..
 RZ1330
 RZ1330.The geoid height was determined by GEOID03.
 RZ1330
 RZ1330.The dynamic height is computed by dividing the NAVD 88
 RZ1330.geopotential number by the normal gravity value computed on the
 RZ1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1330.degrees latitude (g = 980.6199 gals.).
 RZ1330
 RZ1330.The modeled gravity was interpolated from observed gravity values.
 RZ1330
 RZ1330;                    North         East    Units  Estimated Accuracy
 RZ1330;SPC WA S     -   164,570.      695,750.      MT  (+/- 180 meters Scaled)
 RZ1330
 RZ1330                          SUPERSEDED SURVEY CONTROL
 RZ1330
 RZ1330  NGVD 29 (??/??/92)  438.838  (m)         1439.75   (f) ADJ UNCH    2 0
 RZ1330
 RZ1330.Superseded values are not recommended for survey control.
 RZ1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1330.See file dsdata.txt to determine how the superseded data were derived.
 RZ1330
 RZ1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM285817(NAD 83)
 RZ1330_MARKER: DB = BENCH MARK DISK
 RZ1330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ1330_SP_SET: BRIDGE
 RZ1330_STAMPING: A 435 1968
 RZ1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1330
 RZ1330  HISTORY     - Date     Condition        Report By
 RZ1330  HISTORY     - 1968     MONUMENTED       CGS
 RZ1330
 RZ1330                          STATION DESCRIPTION
 RZ1330
 RZ1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1330'3.35 MI SW FROM LA CROSSE.
 RZ1330'3.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD AND AN ASPHALT
 RZ1330'ROAD FROM THE STATION AT LA CROSSE, 0.3 MILE EAST OF MILEPOST 103, AT
 RZ1330'THE JUNCTION OF STATE HIGHWAY 26, IN THE TOP AND 0.6 FOOT EAST OF THE
 RZ1330'WEST END OF THE NORTH CONCRETE CURB OF STATE HIGHWAY BRIDGE OVER THE
 RZ1330'RAILROAD, 17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 RZ1330'FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1117 ***********************************************************************
 RZ1117  DESIGNATION -  A 436
 RZ1117  PID         -  RZ1117
 RZ1117  STATE/COUNTY-  WA/COLUMBIA
 RZ1117  USGS QUAD   -  TUCANNON (1967)
 RZ1117
 RZ1117                         *CURRENT SURVEY CONTROL
 RZ1117  ___________________________________________________________________
 RZ1117* NAD 83(1986)-  46 29 27.     (N)    117 57 41.     (W)     SCALED    
 RZ1117* NAVD 88     -       295.223  (meters)     968.58   (feet)  ADJUSTED  
 RZ1117  ___________________________________________________________________
 RZ1117  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 RZ1117  DYNAMIC HT  -         295.220 (meters)     968.57  (feet)  COMP
 RZ1117  MODELED GRAV-     980,597.0   (mgal)                       NAVD 88
 RZ1117
 RZ1117  VERT ORDER  -  FIRST     CLASS I
 RZ1117
 RZ1117.The horizontal coordinates were scaled from a topographic map and have
 RZ1117.an estimated accuracy of +/- 6 seconds.
 RZ1117
 RZ1117.The orthometric height was determined by differential leveling
 RZ1117.and adjusted by the National Geodetic Survey in June 1991..
 RZ1117
 RZ1117.The geoid height was determined by GEOID03.
 RZ1117
 RZ1117.The dynamic height is computed by dividing the NAVD 88
 RZ1117.geopotential number by the normal gravity value computed on the
 RZ1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1117.degrees latitude (g = 980.6199 gals.).
 RZ1117
 RZ1117.The modeled gravity was interpolated from observed gravity values.
 RZ1117
 RZ1117;                    North         East    Units  Estimated Accuracy
 RZ1117;SPC WA S     -   131,790.      694,850.      MT  (+/- 180 meters Scaled)
 RZ1117
 RZ1117                          SUPERSEDED SURVEY CONTROL
 RZ1117
 RZ1117  NGVD 29 (??/??/92)  294.258  (m)          965.41   (f) ADJ UNCH    1 1
 RZ1117
 RZ1117.Superseded values are not recommended for survey control.
 RZ1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1117.See file dsdata.txt to determine how the superseded data were derived.
 RZ1117
 RZ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM262490(NAD 83)
 RZ1117_MARKER: DB = BENCH MARK DISK
 RZ1117_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1117_SP_SET: FLAT OUTCROP
 RZ1117_STAMPING: A 436 1968
 RZ1117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1117+STABILITY: POSITION/ELEVATION WELL
 RZ1117
 RZ1117  HISTORY     - Date     Condition        Report By
 RZ1117  HISTORY     - 1968     MONUMENTED       CGS
 RZ1117  HISTORY     - 20050403 GOOD             GEOCAC
 RZ1117
 RZ1117                          STATION DESCRIPTION
 RZ1117
 RZ1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1117'13.2 MI N FROM DAYTON.
 RZ1117'13.2 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT DAYTON,
 RZ1117'IN R39E T12N, SECTION 29, 0.05 MILE NORTHWEST OF THE JUNCTION OF A
 RZ1117'ROAD SOUTHEAST, 0.15 MILE NORTHWEST OF A CONCRETE BRIDGE OVER TUCANNON
 RZ1117'RIVER, SET VERTICALLY IN THE SOUTHWEST FACE OF A FLAT OUTCROP WHICH
 RZ1117'PROJECTS ABOUT 4 FEET ABOVE THE GROUND, ON THE SOUTHWEST SIDE OF A
 RZ1117'ROCKY HILL, 146 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 144
 RZ1117'FEET EAST OF T JUNCTION POWER POLE 478 WITH A GUY WIRE, 37.28 FEET
 RZ1117'SOUTHEAST OF BENCH MARK B 436, AND ABOUT 32 FEET HIGHER THAN THE
 RZ1117'HIGHWAY.
 RZ1117
 RZ1117                          STATION RECOVERY (2005)
 RZ1117
 RZ1117'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 RZ1117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1172 ***********************************************************************
 RZ1172  DESIGNATION -  A 437
 RZ1172  PID         -  RZ1172
 RZ1172  STATE/COUNTY-  WA/GARFIELD
 RZ1172  USGS QUAD   -  DODGE (1981)
 RZ1172
 RZ1172                         *CURRENT SURVEY CONTROL
 RZ1172  ___________________________________________________________________
 RZ1172* NAD 83(1986)-  46 31 32.     (N)    117 49 36.     (W)     SCALED    
 RZ1172* NAVD 88     -       379.338  (meters)    1244.54   (feet)  ADJUSTED  
 RZ1172  ___________________________________________________________________
 RZ1172  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 RZ1172  DYNAMIC HT  -         379.332 (meters)    1244.53  (feet)  COMP
 RZ1172  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 RZ1172
 RZ1172  VERT ORDER  -  FIRST     CLASS I
 RZ1172
 RZ1172.The horizontal coordinates were scaled from a topographic map and have
 RZ1172.an estimated accuracy of +/- 6 seconds.
 RZ1172
 RZ1172.The orthometric height was determined by differential leveling
 RZ1172.and adjusted by the National Geodetic Survey in June 1991..
 RZ1172
 RZ1172.The geoid height was determined by GEOID03.
 RZ1172
 RZ1172.The dynamic height is computed by dividing the NAVD 88
 RZ1172.geopotential number by the normal gravity value computed on the
 RZ1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1172.degrees latitude (g = 980.6199 gals.).
 RZ1172
 RZ1172.The modeled gravity was interpolated from observed gravity values.
 RZ1172
 RZ1172;                    North         East    Units  Estimated Accuracy
 RZ1172;SPC WA S     -   135,990.      705,060.      MT  (+/- 180 meters Scaled)
 RZ1172
 RZ1172                          SUPERSEDED SURVEY CONTROL
 RZ1172
 RZ1172  NGVD 29 (??/??/92)  378.370  (m)         1241.37   (f) ADJ UNCH    1 1
 RZ1172
 RZ1172.Superseded values are not recommended for survey control.
 RZ1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1172.See file dsdata.txt to determine how the superseded data were derived.
 RZ1172
 RZ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM365527(NAD 83)
 RZ1172_MARKER: DB = BENCH MARK DISK
 RZ1172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ1172_SP_SET: BRIDGE
 RZ1172_STAMPING: A 437 1968
 RZ1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1172
 RZ1172  HISTORY     - Date     Condition        Report By
 RZ1172  HISTORY     - 1968     MONUMENTED       CGS
 RZ1172
 RZ1172                          STATION DESCRIPTION
 RZ1172
 RZ1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1172'12.9 MI NW FROM POMEROY.
 RZ1172'12.9 MILES NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RZ1172'POMEROY, 0.4 MILE WEST OF MILEPOST 391, 0.25 MILE WEST OF THE JUNCTION
 RZ1172'OF U.S. HIGHWAY 295 AT DODGE, IN THE TOP AND 1.1 FEET EAST OF THE WEST
 RZ1172'END OF THE NORTH CONCRETE CURB OF A CONCRETE BRIDGE OVER PATAHA CREEK,
 RZ1172'14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0890 ***********************************************************************
 RZ0890  DESIGNATION -  A 438
 RZ0890  PID         -  RZ0890
 RZ0890  STATE/COUNTY-  WA/ASOTIN
 RZ0890  USGS QUAD   -  SILCOTT (1971)
 RZ0890
 RZ0890                         *CURRENT SURVEY CONTROL
 RZ0890  ___________________________________________________________________
 RZ0890* NAD 83(1986)-  46 24 56.     (N)    117 11 51.     (W)     SCALED    
 RZ0890* NAVD 88     -       221.790  (meters)     727.66   (feet)  ADJUSTED  
 RZ0890  ___________________________________________________________________
 RZ0890  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 RZ0890  DYNAMIC HT  -         221.791 (meters)     727.66  (feet)  COMP
 RZ0890  MODELED GRAV-     980,615.0   (mgal)                       NAVD 88
 RZ0890
 RZ0890  VERT ORDER  -  FIRST     CLASS I
 RZ0890
 RZ0890.The horizontal coordinates were scaled from a topographic map and have
 RZ0890.an estimated accuracy of +/- 6 seconds.
 RZ0890
 RZ0890.The orthometric height was determined by differential leveling
 RZ0890.and adjusted by the National Geodetic Survey in June 1991..
 RZ0890
 RZ0890.The geoid height was determined by GEOID03.
 RZ0890
 RZ0890.The dynamic height is computed by dividing the NAVD 88
 RZ0890.geopotential number by the normal gravity value computed on the
 RZ0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0890.degrees latitude (g = 980.6199 gals.).
 RZ0890
 RZ0890.The modeled gravity was interpolated from observed gravity values.
 RZ0890
 RZ0890;                    North         East    Units  Estimated Accuracy
 RZ0890;SPC WA S     -   125,600.      753,810.      MT  (+/- 180 meters Scaled)
 RZ0890
 RZ0890                          SUPERSEDED SURVEY CONTROL
 RZ0890
 RZ0890  NGVD 29 (??/??/92)  220.812  (m)          724.45   (f) ADJ UNCH    1 1
 RZ0890
 RZ0890.Superseded values are not recommended for survey control.
 RZ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0890.See file dsdata.txt to determine how the superseded data were derived.
 RZ0890
 RZ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM848402(NAD 83)
 RZ0890_MARKER: DB = BENCH MARK DISK
 RZ0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0890_STAMPING: A 438 1968
 RZ0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0890+STABILITY: SURFACE MOTION
 RZ0890
 RZ0890  HISTORY     - Date     Condition        Report By
 RZ0890  HISTORY     - 1968     MONUMENTED       CGS
 RZ0890  HISTORY     - 1974     GOOD             NGS
 RZ0890  HISTORY     - 1975     GOOD             NGS
 RZ0890  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0890
 RZ0890                          STATION DESCRIPTION
 RZ0890
 RZ0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ0890'9.1 MI W FROM CLARKSTON.
 RZ0890'9.1 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE WEST END OF THE SNAKE
 RZ0890'RIVER BRIDGE AT CLARKSTON, 0.1 MILE WEST OF MILEPOST 426, AT THE
 RZ0890'INTERSECTION OF A NORTH-SOUTH ROAD, 25 FEET NORTH OF THE CENTER LINE
 RZ0890'OF THE HIGHWAY, 15 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 2
 RZ0890'FEET NORTH OF POWER POLE B 94N1, 67.8 FEET SOUTHWEST AND ACROSS THE
 RZ0890'ROAD FROM THE SOUTHWEST CORNER OF A CONCRETE-BLOCK PUMP HOUSE, 1.0
 RZ0890'FOOT EAST OF A FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 RZ0890'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 RZ0890'FOOT ABOVE THE GROUND.  NOTE-- MIGHT BE UNDER WATER AFTER DAM
 RZ0890'COMPLETION.
 RZ0890
 RZ0890                          STATION RECOVERY (1974)
 RZ0890
 RZ0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RZ0890'RECOVERED IN GOOD CONDITION.
 RZ0890
 RZ0890                          STATION RECOVERY (1975)
 RZ0890
 RZ0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 RZ0890'A BRONZE DISK SET IN A 6-INCH DIAMETER CONCRETE POST WHICH PROJECTS 4
 RZ0890'INCHES WAS FOUND IN THE NORTHEAST CORNER OF THE INTERSECTION OF
 RZ0890'SILCOTT ROAD AND U.S HIGHWAY 12. IT IS 77 FEET NORTH OF THE CENTER OF
 RZ0890'THE HIGHWAY, 73 FEET EAST OF THE CENTER OF SILCOTT ROAD AND 0.5 FOOT
 RZ0890'SOUTHEAST OF A CORPS OF ENGINEERS METAL WITNESS POST AND SIGN.
 RZ0890'CONCRETE OVER THE EDGE OF THE DISK COVERS THE NAME OF THE AGENCY AND
 RZ0890'THE CENTER OF THE DISK HAS BEEN PLANED OFF FLAT. THIS DISK IS STAMPED
 RZ0890'A 438 RESET 1974.
 RZ0890
 RZ0890                          STATION RECOVERY (1980)
 RZ0890
 RZ0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0890'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 RZ0890'MEASUREMENTS PLACE THIS MARK UNDER THE NEW WATER LEVEL OF THE SNAKE
 RZ0890'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1771 ***********************************************************************
 RC1771  DESIGNATION -  A 44
 RC1771  PID         -  RC1771
 RC1771  STATE/COUNTY-  WA/KLICKITAT
 RC1771  USGS QUAD   -  WHITE SALMON (1994)
 RC1771
 RC1771                         *CURRENT SURVEY CONTROL
 RC1771  ___________________________________________________________________
 RC1771* NAD 83(1986)-  45 43 26.     (N)    121 29 37.     (W)     SCALED    
 RC1771* NAVD 88     -        33.813  (meters)     110.93   (feet)  ADJUSTED  
 RC1771  ___________________________________________________________________
 RC1771  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC1771  DYNAMIC HT  -          33.812 (meters)     110.93  (feet)  COMP
 RC1771  MODELED GRAV-     980,598.4   (mgal)                       NAVD 88
 RC1771
 RC1771  VERT ORDER  -  FIRST     CLASS II
 RC1771
 RC1771.The horizontal coordinates were scaled from a topographic map and have
 RC1771.an estimated accuracy of +/- 6 seconds.
 RC1771
 RC1771.The orthometric height was determined by differential leveling
 RC1771.and adjusted by the National Geodetic Survey in June 1991..
 RC1771
 RC1771.The geoid height was determined by GEOID03.
 RC1771
 RC1771.The dynamic height is computed by dividing the NAVD 88
 RC1771.geopotential number by the normal gravity value computed on the
 RC1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1771.degrees latitude (g = 980.6199 gals.).
 RC1771
 RC1771.The modeled gravity was interpolated from observed gravity values.
 RC1771
 RC1771;                    North         East    Units  Estimated Accuracy
 RC1771;SPC WA S     -    43,900.      422,650.      MT  (+/- 180 meters Scaled)
 RC1771
 RC1771                          SUPERSEDED SURVEY CONTROL
 RC1771
 RC1771  NGVD 29 (??/??/92)   32.783  (m)          107.56   (f) ADJ UNCH    1 2
 RC1771
 RC1771.Superseded values are not recommended for survey control.
 RC1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1771.See file dsdata.txt to determine how the superseded data were derived.
 RC1771
 RC1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR172644(NAD 83)
 RC1771_MARKER: DB = BENCH MARK DISK
 RC1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1771_STAMPING: A 44 1933 107.421
 RC1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1771+STABILITY: SURFACE MOTION
 RC1771
 RC1771  HISTORY     - Date     Condition        Report By
 RC1771  HISTORY     - 1933     MONUMENTED       CGS
 RC1771  HISTORY     - 1935     GOOD             NGS
 RC1771  HISTORY     - 1974     MARK NOT FOUND   NGS
 RC1771
 RC1771                          STATION DESCRIPTION
 RC1771
 RC1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC1771'1.4 MI E FROM UNDERWOOD.
 RC1771'IN KLICKITAT COUNTY, ABOUT 1.4 MILES EAST ALONG THE SPOKANE, PORTLAND
 RC1771'AND SEATTLE RAILWAY FROM THE STATION AT UNDERWOOD, SKAMANIA COUNTY,
 RC1771'ABOUT 210 FEET SOUTHWEST OF E.E. PARISHS STORE AND SERVICE STATION, 33
 RC1771'FEET NORTHWEST OF THE CENTER OF THE HIGHWAY CROSSING OF DOCK STREET
 RC1771'LEADING TO THE INTERSTATE BRIDGE OVER THE COLUMBIA RIVER, AND 18 FEET
 RC1771'NORTH OF THE CENTER OF THE TRACK.  A STANDARD DISK, STAMPED A 44 1933,
 RC1771'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES
 RC1771'ABOVE THE GROUND AND LEVEL WITH THE TRACK.
 RC1771
 RC1771                          STATION RECOVERY (1974)
 RC1771
 RC1771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RC1771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0121 ***********************************************************************
 SD0121  DESIGNATION -  A 443
 SD0121  PID         -  SD0121
 SD0121  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0121  USGS QUAD   -  MOCLIPS (1994)
 SD0121
 SD0121                         *CURRENT SURVEY CONTROL
 SD0121  ___________________________________________________________________
 SD0121* NAD 83(1986)-  47 12 34.     (N)    124 11 52.     (W)     SCALED    
 SD0121* NAVD 88     -        12.398  (meters)      40.68   (feet)  ADJUSTED  
 SD0121  ___________________________________________________________________
 SD0121  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 SD0121  DYNAMIC HT  -          12.400 (meters)      40.68  (feet)  COMP
 SD0121  MODELED GRAV-     980,756.8   (mgal)                       NAVD 88
 SD0121
 SD0121  VERT ORDER  -  SECOND    CLASS I
 SD0121
 SD0121.The horizontal coordinates were scaled from a topographic map and have
 SD0121.an estimated accuracy of +/- 6 seconds.
 SD0121
 SD0121.The orthometric height was determined by differential leveling
 SD0121.and adjusted by the National Geodetic Survey in June 1991..
 SD0121
 SD0121.The geoid height was determined by GEOID03.
 SD0121
 SD0121.The dynamic height is computed by dividing the NAVD 88
 SD0121.geopotential number by the normal gravity value computed on the
 SD0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0121.degrees latitude (g = 980.6199 gals.).
 SD0121
 SD0121.The modeled gravity was interpolated from observed gravity values.
 SD0121
 SD0121;                    North         East    Units  Estimated Accuracy
 SD0121;SPC WA S     -   215,100.      219,970.      MT  (+/- 180 meters Scaled)
 SD0121
 SD0121                          SUPERSEDED SURVEY CONTROL
 SD0121
 SD0121  NGVD 29 (??/??/92)   11.377  (m)           37.33   (f) ADJ UNCH    2 1
 SD0121
 SD0121.Superseded values are not recommended for survey control.
 SD0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0121.See file dsdata.txt to determine how the superseded data were derived.
 SD0121
 SD0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT092291(NAD 83)
 SD0121_MARKER: DB = BENCH MARK DISK
 SD0121_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SD0121_SP_SET: UNSPECIFIED DEEP
 SD0121_STAMPING: A 443 1977
 SD0121_MARK LOGO: NGS   
 SD0121_PROJECTION: FLUSH
 SD0121_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SD0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0121+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1998
 SD0121
 SD0121  HISTORY     - Date     Condition        Report By
 SD0121  HISTORY     - 1977     MONUMENTED       NGS
 SD0121  HISTORY     - 1987     GOOD             USPSQD
 SD0121  HISTORY     - 1988     GOOD             USPSQD
 SD0121  HISTORY     - 19951015 GOOD             WADECO
 SD0121  HISTORY     - 19980619 GOOD             NGS
 SD0121  HISTORY     - 20050830 GOOD             USPSQD
 SD0121
 SD0121                          STATION DESCRIPTION
 SD0121
 SD0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0121'PACIFIC BEACH.
 SD0121'AT PACIFIC BEACH, ABOUT 400 FT EAST OF AND ACROSS STATE
 SD0121'HIGHWAY 109 FROM THE POST OFFICE, 38 FT NORTH OF THE CENTER LINE
 SD0121'OF OCEAN BEACH ROAD, 46 FT EAST OF THE CENTER LINE OF STATE
 SD0121'HIGHWAY 109 , 79 FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 SD0121'WHITTAKER REALITY OFFICE AND 3.7 FT EAST OF POWER POLE T 1323.
 SD0121'A DISK ON THE TOP OF AN ALUMINUM ROD, ACCESS HAD THROUGH A
 SD0121'4-INCH PLASTIC CAP ENCASED IN CONCRETE.
 SD0121'ROD IS SET TO A DEPTH OF 12 FEET ENCASED IN A PIPE PROJECTING 2
 SD0121'INCHES.  ABOUT LEVEL WITH ROADS.  2 FEET NORTH OF A WITNESS POST.
 SD0121
 SD0121                          STATION RECOVERY (1987)
 SD0121
 SD0121'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 SD0121'RECOVERED IN GOOD CONDITION.
 SD0121
 SD0121                          STATION RECOVERY (1988)
 SD0121
 SD0121'RECOVERY NOTE BY US POWER SQUADRON 1988 (REW)
 SD0121'RECOVERED IN GOOD CONDITION.
 SD0121
 SD0121                          STATION RECOVERY (1995)
 SD0121
 SD0121'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1995 (RCD)
 SD0121'RECOVERED AS DESCRIBED.  STATION IS NORTHEAST OF THE INTERSECTION OF
 SD0121'SR 109 AND OCEAN BEACH ROAD IN PACIFIC BEACH.
 SD0121
 SD0121                          STATION RECOVERY (1998)
 SD0121
 SD0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 SD0121'IN PACIFIC BEACH, AT THE INTERSECTION OF STATE HIGHWAY 109 AND OCEAN
 SD0121'BEACH ROAD, 14.2 M (46.6 FT) EAST OF THE HIGHWAY CENTERLINE, 11.5 M
 SD0121'(37.7 FT) NORTH OF THE ROAD CENTERLINE, 0.8 M (2.6 FT) EAST OF A
 SD0121'WITNESS POST AND UTILITY POLE NUMBER T23 12, AND 0.3 M (1.0 FT) ABOVE
 SD0121'THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DISK IS THROUGH A 4-INCH
 SD0121'PVC SCREW CAP.  THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
 SD0121
 SD0121                          STATION RECOVERY (2005)
 SD0121
 SD0121'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAH)
 SD0121'4-INCH PLASTIC CAP IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0107 ***********************************************************************
 SD0107  DESIGNATION -  A 444
 SD0107  PID         -  SD0107
 SD0107  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0107  USGS QUAD   -  COPALIS CROSSING (1994)
 SD0107
 SD0107                         *CURRENT SURVEY CONTROL
 SD0107  ___________________________________________________________________
 SD0107* NAD 83(1986)-  47 07 17.     (N)    124 03 04.     (W)     SCALED    
 SD0107* NAVD 88     -        26.332  (meters)      86.39   (feet)  ADJUSTED  
 SD0107  ___________________________________________________________________
 SD0107  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 SD0107  DYNAMIC HT  -          26.336 (meters)      86.40  (feet)  COMP
 SD0107  MODELED GRAV-     980,752.7   (mgal)                       NAVD 88
 SD0107
 SD0107  VERT ORDER  -  SECOND    CLASS I
 SD0107
 SD0107.The horizontal coordinates were scaled from a topographic map and have
 SD0107.an estimated accuracy of +/- 6 seconds.
 SD0107
 SD0107.The orthometric height was determined by differential leveling
 SD0107.and adjusted by the National Geodetic Survey in June 1991..
 SD0107
 SD0107.The geoid height was determined by GEOID03.
 SD0107
 SD0107.The dynamic height is computed by dividing the NAVD 88
 SD0107.geopotential number by the normal gravity value computed on the
 SD0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0107.degrees latitude (g = 980.6199 gals.).
 SD0107
 SD0107.The modeled gravity was interpolated from observed gravity values.
 SD0107
 SD0107;                    North         East    Units  Estimated Accuracy
 SD0107;SPC WA S     -   204,810.      230,630.      MT  (+/- 180 meters Scaled)
 SD0107
 SD0107                          SUPERSEDED SURVEY CONTROL
 SD0107
 SD0107  NGVD 29 (??/??/92)   25.311  (m)           83.04   (f) ADJ UNCH    2 1
 SD0107
 SD0107.Superseded values are not recommended for survey control.
 SD0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0107.See file dsdata.txt to determine how the superseded data were derived.
 SD0107
 SD0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT202191(NAD 83)
 SD0107_MARKER: DB = BENCH MARK DISK
 SD0107_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 SD0107_SP_SET: UNSPECIFIED DEEP
 SD0107_STAMPING: A 444 1977
 SD0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0107+STABILITY: SURFACE MOTION
 SD0107
 SD0107  HISTORY     - Date     Condition        Report By
 SD0107  HISTORY     - 1977     MONUMENTED       NGS
 SD0107  HISTORY     - 1987     GOOD             USPSQD
 SD0107
 SD0107                          STATION DESCRIPTION
 SD0107
 SD0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0107'2.0 MI NE FROM COPALIS CROSSING.
 SD0107'0.55 MILE SOUTHEAST ALONG OCEAN BEACH ROAD FROM THE POST OFFICE
 SD0107'AT COPALIS CROSSING, THENCE 1.45 MILES NORTHEAST ALONG COPALIS
 SD0107'CROSSING ROAD, 34 FT NORTHWEST OF THE CENTER LINE OF THE ROAD,
 SD0107'24 FT NORTHEAST OF THE CENTER LINE OF A PRIVATE GRAVEL ROAD AND
 SD0107'4.5 FT NORTHWEST OF POWER POLE 814. A DISK ON TOP OF AN ALUMINUM
 SD0107'ROD, ACCESS HAD THROUGH A 4-INCH PLASTIC CAP ENCASED IN CONCRETE.
 SD0107'ROD IS SET TO A DEPTH OF 22 FEET ENCASED IN A PIPE FLUSH WITH THE
 SD0107'GROUND.  4 FEET BELOW ROAD.  1 FOOT SOUTHWEST OF A WITNESS POST.
 SD0107
 SD0107                          STATION RECOVERY (1987)
 SD0107
 SD0107'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 SD0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0143 ***********************************************************************
 SD0143  DESIGNATION -  A 445
 SD0143  PID         -  SD0143
 SD0143  STATE/COUNTY-  WA/CLALLAM
 SD0143  USGS QUAD   -  FORKS (1981)
 SD0143
 SD0143                         *CURRENT SURVEY CONTROL
 SD0143  ___________________________________________________________________
 SD0143* NAD 83(1986)-  47 57 43.     (N)    124 26 38.     (W)     SCALED    
 SD0143* NAVD 88     -        66.557  (meters)     218.36   (feet)  ADJUSTED  
 SD0143  ___________________________________________________________________
 SD0143  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 SD0143  DYNAMIC HT  -          66.570 (meters)     218.41  (feet)  COMP
 SD0143  MODELED GRAV-     980,809.4   (mgal)                       NAVD 88
 SD0143
 SD0143  VERT ORDER  -  SECOND    CLASS I
 SD0143
 SD0143.The horizontal coordinates were scaled from a topographic map and have
 SD0143.an estimated accuracy of +/- 6 seconds.
 SD0143
 SD0143.The orthometric height was determined by differential leveling
 SD0143.and adjusted by the National Geodetic Survey in June 1991..
 SD0143
 SD0143.The geoid height was determined by GEOID03.
 SD0143
 SD0143.The dynamic height is computed by dividing the NAVD 88
 SD0143.geopotential number by the normal gravity value computed on the
 SD0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0143.degrees latitude (g = 980.6199 gals.).
 SD0143
 SD0143.The modeled gravity was interpolated from observed gravity values.
 SD0143
 SD0143;                    North         East    Units  Estimated Accuracy
 SD0143;SPC WA N     -   113,280.      230,480.      MT  (+/- 180 meters Scaled)
 SD0143
 SD0143                          SUPERSEDED SURVEY CONTROL
 SD0143
 SD0143  NGVD 29 (??/??/92)   65.461  (m)          214.77   (f) ADJ UNCH    2 1
 SD0143
 SD0143.Superseded values are not recommended for survey control.
 SD0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0143.See file dsdata.txt to determine how the superseded data were derived.
 SD0143
 SD0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU922130(NAD 83)
 SD0143_MARKER: DV = VERTICAL CONTROL DISK
 SD0143_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0143+WITH SETTING: INTO GROUND
 SD0143_SP_SET: 4-FT METAL ROD WITH BASE PLATE
 SD0143_STAMPING: A 445 1977
 SD0143_MARK LOGO: NGS   
 SD0143_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0143+STABILITY: SURFACE MOTION
 SD0143
 SD0143  HISTORY     - Date     Condition        Report By
 SD0143  HISTORY     - 1977     MONUMENTED       NGS
 SD0143  HISTORY     - 19950620 GOOD             WADT
 SD0143
 SD0143                          STATION DESCRIPTION
 SD0143
 SD0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0143'3.6 MI WEST FROM FORKS.
 SD0143'1.65 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF DIVISION
 SD0143'STREET AT FORKS, THENCE 2.0 MILES WEST ALONG LA PUSH ROAD, 28 FT
 SD0143'SOUTHEAST OF THE CENTER LINE OF THE ROAD AND 4.0 FT SOUTHWEST OF
 SD0143'A POWER POLE.
 SD0143
 SD0143                          STATION RECOVERY (1995)
 SD0143
 SD0143'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SD0143'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0110 ***********************************************************************
 RD0110  DESIGNATION -  A 45
 RD0110  PID         -  RD0110
 RD0110  STATE/COUNTY-  WA/SKAMANIA
 RD0110  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0110
 RD0110                         *CURRENT SURVEY CONTROL
 RD0110  ___________________________________________________________________
 RD0110* NAD 83(1986)-  45 35 08.     (N)    122 09 31.     (W)     SCALED    
 RD0110* NAVD 88     -        18.198  (meters)      59.70   (feet)  POSTED    
 RD0110  ___________________________________________________________________
 RD0110  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 RD0110  DYNAMIC HT  -          18.200 (meters)      59.71  (feet)  COMP
 RD0110  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 RD0110
 RD0110  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RD0110
 RD0110.The horizontal coordinates were scaled from a topographic map and have
 RD0110.an estimated accuracy of +/- 6 seconds.
 RD0110
 RD0110.The orthometric height was determined by differential leveling
 RD0110.and adjusted by the National Geodetic Survey in 1992..
 RD0110.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RD0110.rate of 0.0 thru 1.0 mm/km.
 RD0110
 RD0110.The geoid height was determined by GEOID03.
 RD0110
 RD0110.The dynamic height is computed by dividing the NAVD 88
 RD0110.geopotential number by the normal gravity value computed on the
 RD0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0110.degrees latitude (g = 980.6199 gals.).
 RD0110
 RD0110.The modeled gravity was interpolated from observed gravity values.
 RD0110
 RD0110;                    North         East    Units  Estimated Accuracy
 RD0110;SPC WA S     -    29,400.      370,560.      MT  (+/- 180 meters Scaled)
 RD0110
 RD0110                          SUPERSEDED SURVEY CONTROL
 RD0110
 RD0110  NGVD 29 (??/??/92)   17.173  (m)           56.34   (f) ADJ UNCH    1 2
 RD0110
 RD0110.Superseded values are not recommended for survey control.
 RD0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0110.See file dsdata.txt to determine how the superseded data were derived.
 RD0110
 RD0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER656483(NAD 83)
 RD0110_MARKER: DB = BENCH MARK DISK
 RD0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0110_STAMPING: A-45 1933
 RD0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0110+STABILITY: SURFACE MOTION
 RD0110
 RD0110  HISTORY     - Date     Condition        Report By
 RD0110  HISTORY     - 1933     MONUMENTED       CGS
 RD0110  HISTORY     - 1935     GOOD             NGS
 RD0110  HISTORY     - 1984     GOOD             USGS
 RD0110  HISTORY     - 20040430 MARK NOT FOUND   USPSQD
 RD0110
 RD0110                          STATION DESCRIPTION
 RD0110
 RD0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0110'1.7 MI E FROM CAPE HORN.
 RD0110'1.7 MILES EAST OF SP AND S DEPOT.  AT CAPE HORN 38 FEET SOUTH OF
 RD0110'CENTERLINE OF SPOKANE PORTLAND AND SEATTLE RAILROAD.  9 TELEGRAPH
 RD0110'POLES EAST OF MILE POST 37.  12 FEET EAST OF WIRE GATE AND ONE FOOT
 RD0110'NORTH OF RIGHT-OF-WAY FENCE LINE.
 RD0110
 RD0110                          STATION RECOVERY (1984)
 RD0110
 RD0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 RD0110'ABOUT 1.8 MILES EAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 RD0110'CROSSING AT CAPE HORN, AT THE SITE OF AN OLD ROAD CROSSING, 35 1/2
 RD0110'FEET EAST OF A POWER POLE, 35 FEET SOUTH OF THE CENTER OF THE
 RD0110'RAILROAD TRACK, SET IN A CONCRETE POST ABOUT EVEN WITH THE GROUND. A
 RD0110'STANDARD DISK STAMPED A 45 1933.
 RD0110
 RD0110                          STATION RECOVERY (2004)
 RD0110
 RD0110'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD0110'SITE AREA IS COVERED WITH TALL GRASS AND BLACKBERRIES, FENCE AND GATE
 RD0110'ARE GONE, GPS PUT US WITHIN 400 SQ. FT. BUT COULD NOT FIND MONUMENT
 RD0110'EVEN WITH METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0621 ***********************************************************************
 TR0621  DESIGNATION -  A 454
 TR0621  PID         -  TR0621
 TR0621  STATE/COUNTY-  WA/WHATCOM
 TR0621  USGS QUAD   -  
 TR0621
 TR0621                         *CURRENT SURVEY CONTROL
 TR0621  ___________________________________________________________________
 TR0621* NAD 83(1986)-  49 00 08.     (N)    122 45 27.     (W)     SCALED    
 TR0621* NAVD 88     -         8.960  (meters)      29.40   (feet)  ADJUSTED  
 TR0621  ___________________________________________________________________
 TR0621  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 TR0621  DYNAMIC HT  -           8.963 (meters)      29.41  (feet)  COMP
 TR0621  MODELED GRAV-     980,915.6   (mgal)                       NAVD 88
 TR0621
 TR0621  VERT ORDER  -  FIRST     CLASS I
 TR0621
 TR0621.The horizontal coordinates were scaled from a topographic map and have
 TR0621.an estimated accuracy of +/- 6 seconds.
 TR0621
 TR0621.The orthometric height was determined by differential leveling
 TR0621.and adjusted by the National Geodetic Survey in June 1991..
 TR0621
 TR0621.The geoid height was determined by GEOID03.
 TR0621
 TR0621.The dynamic height is computed by dividing the NAVD 88
 TR0621.geopotential number by the normal gravity value computed on the
 TR0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0621.degrees latitude (g = 980.6199 gals.).
 TR0621
 TR0621.The modeled gravity was interpolated from observed gravity values.
 TR0621
 TR0621;                    North         East    Units  Estimated Accuracy
 TR0621;SPC WA N     -   224,390.      359,220.      MT  (+/- 180 meters Scaled)
 TR0621
 TR0621                          SUPERSEDED SURVEY CONTROL
 TR0621
 TR0621  NGVD 29 (??/??/92)    7.730  (m)           25.36   (f) ADJ UNCH    1 1
 TR0621
 TR0621.Superseded values are not recommended for survey control.
 TR0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0621.See file dsdata.txt to determine how the superseded data were derived.
 TR0621
 TR0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV177277(NAD 83)
 TR0621_MARKER: DB = BENCH MARK DISK
 TR0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0621_SP_SET: FOUNDATION
 TR0621_STAMPING: A 454 1973
 TR0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0621+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 TR0621
 TR0621  HISTORY     - Date     Condition        Report By
 TR0621  HISTORY     - 1973     MONUMENTED       NGS
 TR0621  HISTORY     - 1978     GOOD             NGS
 TR0621  HISTORY     - 1988     GOOD             USPSQD
 TR0621  HISTORY     - 20020725 GOOD             ORION
 TR0621
 TR0621                          STATION DESCRIPTION
 TR0621
 TR0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0621'0.5 MI N FROM BLAINE.
 TR0621'0.5 MILE NORTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE STATION
 TR0621'AT BLAINE, 0.4 MILE NORTH OF THE CROSSING OF MARINE DRIVE, 0.15 MILE
 TR0621'NORTH OF THE U.S. CUSTOMS AND IMMIGRATION BUILDING, AT THE UNITED
 TR0621'STATES-CANADA INTERNATIONAL BOUNDARY LINE, IN THE TOP OF THE SOUTHEAST
 TR0621'CONCRETE FOUNDATION OF A STEEL TOWER SUPPORTING A CHANNEL LIGHT, 65.0
 TR0621'FEET NORTHEAST OF THE NORTHEAST RAIL, 25 1/2 FEET SOUTHWEST OF THE
 TR0621'CENTER LINE OF THE SOUTHBOUND LANES OF INTERSTATE HIGHWAY 5 (JEFFERSON
 TR0621'DAVIS HIGHWAY), 25.6 FEET EAST OF BENCH MARK INTERNATIONAL BOUNDARY
 TR0621'MONUMENT 5, 0.7 FOOT SOUTHEAST OF THE SOUTHEAST STEEL LEG OF THE
 TR0621'TOWER, ABOUT 6 1/2 FEET HIGHER THAN THE TRACK, ABOUT 1 1/2 FEET HIGHER
 TR0621'THAN THE HIGHWAY, AND 1.0 FOOT ABOVE THE GROUND. SECTION 36, T 41N, R
 TR0621'1W.
 TR0621
 TR0621                          STATION RECOVERY (1978)
 TR0621
 TR0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TR0621'STANDARD DISK SET IN THE SOUTHEAST CORNER OF THE 30-INCH SQUARE
 TR0621'CONCRETE FOUNDATION FOR THE SOUTHEAST LEG OF A 50-FOOT HIGH STEEL
 TR0621'TOWER WHICH STRADDLES THE U.S.-CANADIAN BORDER AND HOLDS A NAVAGATION
 TR0621'LIGHT AND AN ORANGE DAY BEACON. THE MARK IS ABOUT 40 FEET EAST OF THE
 TR0621'RAILROAD AND 20 FEET WEST OF THE SOUTH BOUND LANES OF U.S. HIGHWAY
 TR0621'99.
 TR0621
 TR0621                          STATION RECOVERY (1988)
 TR0621
 TR0621'RECOVERY NOTE BY US POWER SQUADRON 1988 (SD)
 TR0621'RECOVERED IN GOOD CONDITION.
 TR0621
 TR0621                          STATION RECOVERY (2002)
 TR0621
 TR0621'RECOVERY NOTE BY ORION GPS 2002 (JDP)
 TR0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0298 ***********************************************************************
 TQ0298  DESIGNATION -  A 455
 TQ0298  PID         -  TQ0298
 TQ0298  STATE/COUNTY-  WA/SKAGIT
 TQ0298  USGS QUAD   -  HAMILTON (1989)
 TQ0298
 TQ0298                         *CURRENT SURVEY CONTROL
 TQ0298  ___________________________________________________________________
 TQ0298* NAD 83(1986)-  48 31 14.     (N)    121 59 13.     (W)     SCALED    
 TQ0298* NAVD 88     -        30.685  (meters)     100.67   (feet)  ADJUSTED  
 TQ0298  ___________________________________________________________________
 TQ0298  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 TQ0298  DYNAMIC HT  -          30.693 (meters)     100.70  (feet)  COMP
 TQ0298  MODELED GRAV-     980,850.7   (mgal)                       NAVD 88
 TQ0298
 TQ0298  VERT ORDER  -  FIRST     CLASS I
 TQ0298
 TQ0298.The horizontal coordinates were scaled from a topographic map and have
 TQ0298.an estimated accuracy of +/- 6 seconds.
 TQ0298
 TQ0298.The orthometric height was determined by differential leveling
 TQ0298.and adjusted by the National Geodetic Survey in June 1991..
 TQ0298
 TQ0298.The geoid height was determined by GEOID03.
 TQ0298
 TQ0298.The dynamic height is computed by dividing the NAVD 88
 TQ0298.geopotential number by the normal gravity value computed on the
 TQ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0298.degrees latitude (g = 980.6199 gals.).
 TQ0298
 TQ0298.The modeled gravity was interpolated from observed gravity values.
 TQ0298
 TQ0298;                    North         East    Units  Estimated Accuracy
 TQ0298;SPC WA N     -   169,700.      414,790.      MT  (+/- 180 meters Scaled)
 TQ0298
 TQ0298                          SUPERSEDED SURVEY CONTROL
 TQ0298
 TQ0298  NGVD 29 (??/??/92)   29.524  (m)           96.86   (f) ADJ UNCH    1 1
 TQ0298
 TQ0298.Superseded values are not recommended for survey control.
 TQ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0298.See file dsdata.txt to determine how the superseded data were derived.
 TQ0298
 TQ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU748746(NAD 83)
 TQ0298_MARKER: DB = BENCH MARK DISK
 TQ0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TQ0298_SP_SET: BUILDING
 TQ0298_STAMPING: A 455 1973
 TQ0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0298
 TQ0298  HISTORY     - Date     Condition        Report By
 TQ0298  HISTORY     - 1973     MONUMENTED       NGS
 TQ0298  HISTORY     - 1984     GOOD             NGS
 TQ0298
 TQ0298                          STATION DESCRIPTION
 TQ0298
 TQ0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0298'IN HAMILTON.
 TQ0298'AT HAMILTON, 0.2 MILE SOUTH ALONG CUMBERLAND STREET FROM THE JUNCTION
 TQ0298'OF HAMILTON CEMETERY ROAD, AT THE NORTHEAST CORNER OF THE JUNCTION OF
 TQ0298'CUMBERLAND AND MAPLE STREETS, SET VERTICALLY IN THE SOUTH FACE OF A
 TQ0298'BRICK BUILDING (FORMER BANK BUILDING), 1.1 FEET WEST OF THE SOUTHEAST
 TQ0298'CORNER OF THE BUILDING, 46.6 FEET EAST OF THE CENTER LINE OF
 TQ0298'CUMBERLAND STREET, 39.0 FEET NORTH OF THE CENTER LINE OF MAPLE STREET,
 TQ0298'AND ABOUT 0.8 FOOT ABOVE THE SIDEWALK.  SECTION 14, T 35N, R 6E.
 TQ0298
 TQ0298                          STATION RECOVERY (1984)
 TQ0298
 TQ0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TQ0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0313 ***********************************************************************
 TQ0313  DESIGNATION -  A 456
 TQ0313  PID         -  TQ0313
 TQ0313  STATE/COUNTY-  WA/SKAGIT
 TQ0313  USGS QUAD   -  GRANDY LAKE (1989)
 TQ0313
 TQ0313                         *CURRENT SURVEY CONTROL
 TQ0313  ___________________________________________________________________
 TQ0313* NAD 83(1986)-  48 32 17.     (N)    121 49 42.     (W)     SCALED    
 TQ0313* NAVD 88     -        48.944  (meters)     160.58   (feet)  ADJUSTED  
 TQ0313  ___________________________________________________________________
 TQ0313  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 TQ0313  DYNAMIC HT  -          48.955 (meters)     160.61  (feet)  COMP
 TQ0313  MODELED GRAV-     980,837.5   (mgal)                       NAVD 88
 TQ0313
 TQ0313  VERT ORDER  -  FIRST     CLASS I
 TQ0313
 TQ0313.The horizontal coordinates were scaled from a topographic map and have
 TQ0313.an estimated accuracy of +/- 6 seconds.
 TQ0313
 TQ0313.The orthometric height was determined by differential leveling
 TQ0313.and adjusted by the National Geodetic Survey in June 1991..
 TQ0313
 TQ0313.The geoid height was determined by GEOID03.
 TQ0313
 TQ0313.The dynamic height is computed by dividing the NAVD 88
 TQ0313.geopotential number by the normal gravity value computed on the
 TQ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0313.degrees latitude (g = 980.6199 gals.).
 TQ0313
 TQ0313.The modeled gravity was interpolated from observed gravity values.
 TQ0313
 TQ0313;                    North         East    Units  Estimated Accuracy
 TQ0313;SPC WA N     -   171,480.      426,530.      MT  (+/- 180 meters Scaled)
 TQ0313
 TQ0313                          SUPERSEDED SURVEY CONTROL
 TQ0313
 TQ0313  NGVD 29 (??/??/92)   47.797  (m)          156.81   (f) ADJ UNCH    1 1
 TQ0313
 TQ0313.Superseded values are not recommended for survey control.
 TQ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0313.See file dsdata.txt to determine how the superseded data were derived.
 TQ0313
 TQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU864767(NAD 83)
 TQ0313_MARKER: DB = BENCH MARK DISK
 TQ0313_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0313_SP_SET: ROCK OUTCROP
 TQ0313_STAMPING: A 456 1973
 TQ0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0313+STABILITY: POSITION/ELEVATION WELL
 TQ0313
 TQ0313  HISTORY     - Date     Condition        Report By
 TQ0313  HISTORY     - 1973     MONUMENTED       NGS
 TQ0313  HISTORY     - 1981     GOOD             NGS
 TQ0313  HISTORY     - 19861003 GOOD             USPSQD
 TQ0313
 TQ0313                          STATION DESCRIPTION
 TQ0313
 TQ0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0313'4.35 MI W FROM CONCRETE.
 TQ0313'3.9 MILES WEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TQ0313'CROSSING OF SUPERIOR AVENUE AT CONCRETE, THENCE 0.45 MILE EAST ALONG
 TQ0313'STATE HIGHWAY 20, AT THE WEST END OF A CUT, SET VERTICALLY IN THE
 TQ0313'SOUTH FACE OF AN OUTCROP IN A CUT, 34.6 FEET NORTH OF THE CENTER LINE
 TQ0313'OF THE HIGHWAY, 237 1/2 FEET EAST OF THE CENTER OF THE JUNCTION OF A
 TQ0313'GRAVELED ROAD SOUTH, 182 FEET NORTH AND ACROSS THE HIGHWAY FROM POWER
 TQ0313'POLE C 18-1 WITH A GUY WIRE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY AND
 TQ0313'3.0 FEET ABOVE THE GROUND.  SECTION 7, T 35N, R 8E.
 TQ0313
 TQ0313                          STATION RECOVERY (1981)
 TQ0313
 TQ0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TQ0313'3.8 MILES WEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION WITH SUPERIOR
 TQ0313'AVE IN CONCRETE TO THE MARK ON THE RIGHT NEAR THE WEST END OF A ROCK
 TQ0313'CUT 10.67 METER NORTH OF THE CENTER OF THE ROAD 56.39 METER NORTH OF
 TQ0313'POWER POLE C-18-1.
 TQ0313
 TQ0313                          STATION RECOVERY (1986)
 TQ0313
 TQ0313'RECOVERY NOTE BY US POWER SQUADRON 1986 (DBK)
 TQ0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0169 ***********************************************************************
 TR0169  DESIGNATION -  A 457
 TR0169  PID         -  TR0169
 TR0169  STATE/COUNTY-  WA/SNOHOMISH
 TR0169  USGS QUAD   -  ARLINGTON WEST (1981)
 TR0169
 TR0169                         *CURRENT SURVEY CONTROL
 TR0169  ___________________________________________________________________
 TR0169* NAD 83(1986)-  48 09 07.     (N)    122 12 25.     (W)     SCALED    
 TR0169* NAVD 88     -        38.001  (meters)     124.67   (feet)  ADJUSTED  
 TR0169  ___________________________________________________________________
 TR0169  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 TR0169  DYNAMIC HT  -          38.008 (meters)     124.70  (feet)  COMP
 TR0169  MODELED GRAV-     980,779.9   (mgal)                       NAVD 88
 TR0169
 TR0169  VERT ORDER  -  FIRST     CLASS I
 TR0169
 TR0169.The horizontal coordinates were scaled from a topographic map and have
 TR0169.an estimated accuracy of +/- 6 seconds.
 TR0169
 TR0169.The orthometric height was determined by differential leveling
 TR0169.and adjusted by the National Geodetic Survey in June 1991..
 TR0169
 TR0169.The geoid height was determined by GEOID03.
 TR0169
 TR0169.The dynamic height is computed by dividing the NAVD 88
 TR0169.geopotential number by the normal gravity value computed on the
 TR0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0169.degrees latitude (g = 980.6199 gals.).
 TR0169
 TR0169.The modeled gravity was interpolated from observed gravity values.
 TR0169
 TR0169;                    North         East    Units  Estimated Accuracy
 TR0169;SPC WA N     -   128,990.      397,810.      MT  (+/- 180 meters Scaled)
 TR0169
 TR0169                          SUPERSEDED SURVEY CONTROL
 TR0169
 TR0169  NGVD 29 (??/??/92)   36.861  (m)          120.93   (f) ADJ UNCH    1 1
 TR0169
 TR0169.Superseded values are not recommended for survey control.
 TR0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0169.See file dsdata.txt to determine how the superseded data were derived.
 TR0169
 TR0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU589334(NAD 83)
 TR0169_MARKER: DV = VERTICAL CONTROL DISK
 TR0169_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TR0169+WITH SETTING: INTO GROUND
 TR0169_SP_SET: METAL ROD WITH BASE PLATE
 TR0169_STAMPING: A 457 1973
 TR0169_MARK LOGO: NGS   
 TR0169_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0169+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 TR0169
 TR0169  HISTORY     - Date     Condition        Report By
 TR0169  HISTORY     - 1973     MONUMENTED       NGS
 TR0169  HISTORY     - 1979     GOOD             NGS
 TR0169  HISTORY     - 1984     GOOD             USPSQD
 TR0169  HISTORY     - 19911231 GOOD             WA-061
 TR0169
 TR0169                          STATION DESCRIPTION
 TR0169
 TR0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0169'3.95 MI SE FROM SILVANA.
 TR0169'3.95 MILES SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0169'CROSSING OF MAIN STREET AT SILVANA, AT ENGLISH SIDING, AT THE CROSSING
 TR0169'OF 172ND STREET NORTHWEST, 3 POLES SOUTHEAST OF MILEPOST 46, 75.0 FEET
 TR0169'SOUTHWEST AND ACROSS 2 SIDE TRACKS FROM THE SOUTHWEST RAIL OF THE MAIN
 TR0169'TRACK, 89 FEET NORTH OF THE CENTER LINE OF THE STREET, 2 FEET
 TR0169'NORTHWEST OF A TELEPHONE POLE A 25 WITH METER, 99 FEET SOUTH AND
 TR0169'ACROSS THE TRACKS FROM THE SOUTHWEST ONE OF TWO IRON POST BEARING THE
 TR0169'SIGN ENGLISH, 43.0 FEET WEST OF THE WEST CORNER OF A WOODEN RAILROAD
 TR0169'PHONE BOOTH, 1.8 FEET SOUTHEAST OF A WITNESS POST, A DISK ON THE TOP
 TR0169'OF 5/8-INCH COPPER COATED ROD WHICH IS 4 FEET LONG AND HAS A BASE
 TR0169'PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH
 TR0169'IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT LOWER
 TR0169'THAN THE TRACK.  SECTION 19, T 31N, R 5E.
 TR0169
 TR0169                          STATION RECOVERY (1979)
 TR0169
 TR0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TR0169'RECOVERED IN GOOD CONDITION.
 TR0169
 TR0169                          STATION RECOVERY (1984)
 TR0169
 TR0169'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0169'RECOVERED IN GOOD CONDITION.
 TR0169
 TR0169                          STATION RECOVERY (1991)
 TR0169
 TR0169'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1991
 TR0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0115 ***********************************************************************
 SY0115  DESIGNATION -  A 458
 SY0115  PID         -  SY0115
 SY0115  STATE/COUNTY-  WA/SNOHOMISH
 SY0115  USGS QUAD   -  EDMONDS EAST (1981)
 SY0115
 SY0115                         *CURRENT SURVEY CONTROL
 SY0115  ___________________________________________________________________
 SY0115* NAD 83(1986)-  47 47 51.     (N)    122 19 59.     (W)     SCALED    
 SY0115* NAVD 88     -       106.783  (meters)     350.34   (feet)  ADJUSTED  
 SY0115  ___________________________________________________________________
 SY0115  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 SY0115  DYNAMIC HT  -         106.799 (meters)     350.39  (feet)  COMP
 SY0115  MODELED GRAV-     980,763.1   (mgal)                       NAVD 88
 SY0115
 SY0115  VERT ORDER  -  FIRST     CLASS I
 SY0115
 SY0115.The horizontal coordinates were scaled from a topographic map and have
 SY0115.an estimated accuracy of +/- 6 seconds.
 SY0115
 SY0115.The orthometric height was determined by differential leveling
 SY0115.and adjusted by the National Geodetic Survey in June 1991..
 SY0115
 SY0115.The geoid height was determined by GEOID03.
 SY0115
 SY0115.The dynamic height is computed by dividing the NAVD 88
 SY0115.geopotential number by the normal gravity value computed on the
 SY0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0115.degrees latitude (g = 980.6199 gals.).
 SY0115
 SY0115.The modeled gravity was interpolated from observed gravity values.
 SY0115
 SY0115;                    North         East    Units  Estimated Accuracy
 SY0115;SPC WA N     -    89,760.      387,660.      MT  (+/- 180 meters Scaled)
 SY0115
 SY0115                          SUPERSEDED SURVEY CONTROL
 SY0115
 SY0115  NGVD 29 (??/??/??)  105.684  (m)          346.73   (f) ADJUSTED    1 1
 SY0115
 SY0115.Superseded values are not recommended for survey control.
 SY0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0115.See file dsdata.txt to determine how the superseded data were derived.
 SY0115
 SY0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET499940(NAD 83)
 SY0115_MARKER: DB = BENCH MARK DISK
 SY0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0115_STAMPING: A 458 1973
 SY0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0115+STABILITY: SURFACE MOTION
 SY0115
 SY0115  HISTORY     - Date     Condition        Report By
 SY0115  HISTORY     - 1973     MONUMENTED       NGS
 SY0115  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY0115  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 SY0115  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 SY0115
 SY0115                          STATION DESCRIPTION
 SY0115
 SY0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0115'3.0 MI N FROM RICHMOND HIGHLANDS.
 SY0115'1.5 MILES NORTH ALONG AURORA AVENUE NORTH (STATE HIGHWAY 99) FROM THE
 SY0115'INTERSECTION OF NORTH 175TH STREET AT RICHMOND HIGHLANDS, THENCE 1.5
 SY0115'MILES NORTH ALONG STATE HIGHWAY 99, 0.15 MILE SOUTHWEST OF THE
 SY0115'INTERSECTION OF 220TH STREET SOUTHWEST, 0.1 MILE NORTHEAST OF THE
 SY0115'INTERSECTION OF 224TH STREET SOUTHWEST, 30 1/2 FEET NORTHWEST OF THE
 SY0115'CENTER LINE OF THE NORTHWEST LANES OF THE HIGHWAY, 22 FEET NORTHEAST
 SY0115'OF THE CENTER LINE OF A GRAVEL DRIVE, 94 1/2 FEET EAST OF THE EAST
 SY0115'CORNER OF A BUILDING AT 22214 HIGHWAY 99, 34.0 FEET NORTHEAST OF
 SY0115'HIGHWAY 99 MILEAGE POST 45, 1.3 FEET NORTHEAST OF POWER POLE WITH
 SY0115'TRANSFORMER, 8.0 FEET NORTHEAST OF THE NORTHEAST END OF A 12-INCH PIPE
 SY0115'CULVERT UNDER THE DRIVE, 1.1 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 SY0115'LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 SY0115'ROD DRIVEN TO REFUSAL AT A DEPTH OF 8 FEET.  THE UPPER PORTION OF THE
 SY0115'ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 SY0115'GROUND.  SECTION 29, T 27N, R 4E.
 SY0115
 SY0115                          STATION RECOVERY (1989)
 SY0115
 SY0115'RECOVERY NOTE BY US POWER SQUADRON 1989 (GLJ)
 SY0115'MARK NOT FOUND.
 SY0115
 SY0115                          STATION RECOVERY (1999)
 SY0115
 SY0115'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0115'MARK NOT FOUND.
 SY0115
 SY0115                          STATION RECOVERY (2005)
 SY0115
 SY0115'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0561 ***********************************************************************
 SY0561  DESIGNATION -  A 459
 SY0561  PID         -  SY0561
 SY0561  STATE/COUNTY-  WA/PIERCE
 SY0561  USGS QUAD   -  SUMNER (1993)
 SY0561
 SY0561                         *CURRENT SURVEY CONTROL
 SY0561  ___________________________________________________________________
 SY0561* NAD 83(1986)-  47 11 51.     (N)    122 14 55.     (W)     SCALED    
 SY0561* NAVD 88     -        22.477  (meters)      73.74   (feet)  ADJUSTED  
 SY0561  ___________________________________________________________________
 SY0561  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 SY0561  DYNAMIC HT  -          22.480 (meters)      73.75  (feet)  COMP
 SY0561  MODELED GRAV-     980,748.5   (mgal)                       NAVD 88
 SY0561
 SY0561  VERT ORDER  -  FIRST     CLASS I
 SY0561
 SY0561.The horizontal coordinates were scaled from a topographic map and have
 SY0561.an estimated accuracy of +/- 6 seconds.
 SY0561
 SY0561.The orthometric height was determined by differential leveling
 SY0561.and adjusted by the National Geodetic Survey in June 1991..
 SY0561
 SY0561.The geoid height was determined by GEOID03.
 SY0561
 SY0561.The dynamic height is computed by dividing the NAVD 88
 SY0561.geopotential number by the normal gravity value computed on the
 SY0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0561.degrees latitude (g = 980.6199 gals.).
 SY0561
 SY0561.The modeled gravity was interpolated from observed gravity values.
 SY0561
 SY0561;                    North         East    Units  Estimated Accuracy
 SY0561;SPC WA S     -   208,680.      367,510.      MT  (+/- 180 meters Scaled)
 SY0561
 SY0561                          SUPERSEDED SURVEY CONTROL
 SY0561
 SY0561  NGVD 29 (??/??/??)   21.409  (m)           70.24   (f) ADJUSTED    1 1
 SY0561
 SY0561.Superseded values are not recommended for survey control.
 SY0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0561.See file dsdata.txt to determine how the superseded data were derived.
 SY0561
 SY0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET569273(NAD 83)
 SY0561_MARKER: DB = BENCH MARK DISK
 SY0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0561_SP_SET: OVERPASS
 SY0561_STAMPING: A 459 1973
 SY0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0561
 SY0561  HISTORY     - Date     Condition        Report By
 SY0561  HISTORY     - 1973     MONUMENTED       NGS
 SY0561  HISTORY     - 1988     GOOD             USPSQD
 SY0561
 SY0561                          STATION DESCRIPTION
 SY0561
 SY0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0561'0.5 MI SW FROM SUMNER.
 SY0561'0.5 MILE SOUTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0561'CROSSING OF MAIN STREET AT SUMNER, AT RAILROAD OVERPASS OVER STATE
 SY0561'HIGHWAY 410, IN THE TOP AND 1.2 FEET SOUTHEAST OF THE NORTHWEST END OF
 SY0561'THE SOUTHWEST CONCRETE ABUTMENT OF THE OVERPASS, 8.7 FEET NORTHWEST OF
 SY0561'THE NORTHWEST RAIL, 2.2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 SY0561'ABUTMENT, AND ABOUT LEVEL WITH THE TRACK.  SECTION 25, T 20N, R 4E.
 SY0561
 SY0561                          STATION RECOVERY (1988)
 SY0561
 SY0561'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0958 ***********************************************************************
 RZ0958  CBN         -  This is a Cooperative Base Network Control Station.
 RZ0958  DESIGNATION -  A 46
 RZ0958  PID         -  RZ0958
 RZ0958  STATE/COUNTY-  WA/ASOTIN
 RZ0958  USGS QUAD   -  ASOTIN (1971)
 RZ0958
 RZ0958                         *CURRENT SURVEY CONTROL
 RZ0958  ___________________________________________________________________
 RZ0958* NAD 83(1998)-  46 17 32.12489(N)    117 02 49.93851(W)     ADJUSTED  
 RZ0958* NAVD 88     -       666.846  (meters)    2187.81   (feet)  ADJUSTED  
 RZ0958  ___________________________________________________________________
 RZ0958  X           -  -2,007,764.269 (meters)                     COMP
 RZ0958  Y           -  -3,932,446.446 (meters)                     COMP
 RZ0958  Z           -   4,588,223.272 (meters)                     COMP
 RZ0958  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 RZ0958  ELLIP HEIGHT-         648.87  (meters)          (07/03/01) GPS OBS
 RZ0958  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 RZ0958  DYNAMIC HT  -         666.810 (meters)    2187.69  (feet)  COMP
 RZ0958  MODELED GRAV-     980,539.3   (mgal)                       NAVD 88
 RZ0958
 RZ0958  HORZ ORDER  -  B
 RZ0958  VERT ORDER  -  SECOND    CLASS 0
 RZ0958  ELLP ORDER  -  FIFTH     CLASS I
 RZ0958
 RZ0958.The horizontal coordinates were established by GPS observations
 RZ0958.and adjusted by the National Geodetic Survey in July 2001..
 RZ0958.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RZ0958.DATUM ITEM on the data sheet items page.
 RZ0958
 RZ0958.The orthometric height was determined by differential leveling
 RZ0958.and adjusted by the National Geodetic Survey in June 1991..
 RZ0958
 RZ0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RZ0958
 RZ0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ0958
 RZ0958.The ellipsoidal height was determined by GPS observations
 RZ0958.and is referenced to NAD 83.
 RZ0958
 RZ0958.The geoid height was determined by GEOID03.
 RZ0958
 RZ0958.The dynamic height is computed by dividing the NAVD 88
 RZ0958.geopotential number by the normal gravity value computed on the
 RZ0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0958.degrees latitude (g = 980.6199 gals.).
 RZ0958
 RZ0958.The modeled gravity was interpolated from observed gravity values.
 RZ0958
 RZ0958;                    North         East     Units Scale Factor Converg.
 RZ0958;SPC WA S     -   112,405.663   765,948.972   MT  0.99992759   +2 30 29.1
 RZ0958;SPC WA S     -   368,784.25  2,512,950.92   sFT  0.99992759   +2 30 29.1
 RZ0958;UTM  11      - 5,126,521.156   496,364.089   MT  0.99960016   -0 02 02.8
 RZ0958
 RZ0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ0958!SPC WA S     -   0.99989829  x   0.99992759  =   0.99982589
 RZ0958!UTM  11      -   0.99989829  x   0.99960016  =   0.99949849
 RZ0958
 RZ0958:                Primary Azimuth Mark                     Grid Az
 RZ0958:SPC WA S     -  A 46 AZ MK                               197 49 31.0
 RZ0958:UTM  11      -  A 46 AZ MK                               200 22 02.9
 RZ0958
 RZ0958|---------------------------------------------------------------------|
 RZ0958| PID    Reference Object                     Distance      Geod. Az  |
 RZ0958|                                                           dddmmss.s |
 RZ0958| RZ0959 A 46 AZ MK                          484.052 METERS 2002000.1 |
 RZ0958|---------------------------------------------------------------------|
 RZ0958
 RZ0958                          SUPERSEDED SURVEY CONTROL
 RZ0958
 RZ0958  NAD 83(1999)-  46 17 32.12421(N)    117 02 49.93971(W) AD(       ) B
 RZ0958  ELLIP H (04/16/01)  648.98   (m)                       GP(       ) 4 2
 RZ0958  NAD 83(1991)-  46 17 32.12349(N)    117 02 49.93851(W) AD(       ) B
 RZ0958  ELLIP H (05/29/91)  648.88   (m)                       GP(       ) 4 1
 RZ0958  NAD 83(1986)-  46 17 32.13220(N)    117 02 49.93686(W) AD(       ) 1
 RZ0958  NAD 27      -  46 17 32.55371(N)    117 02 46.37877(W) AD(       ) 1
 RZ0958  NAVD 88 (05/28/92)  666.85   (m)         2187.8    (f) LEVELING    3  
 RZ0958  NGVD 29 (??/??/92)  665.843  (m)         2184.52   (f) ADJ UNCH    2 0
 RZ0958
 RZ0958.Superseded values are not recommended for survey control.
 RZ0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0958.See file dsdata.txt to determine how the superseded data were derived.
 RZ0958
 RZ0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM9636426521(NAD 83)
 RZ0958_MARKER: DB = BENCH MARK DISK
 RZ0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0958_SP_SET: CONCRETE POST
 RZ0958_STAMPING: A 46 1934
 RZ0958_MARK LOGO: CGS   
 RZ0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0958+STABILITY: SURFACE MOTION
 RZ0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ0958+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1991
 RZ0958
 RZ0958  HISTORY     - Date     Condition        Report By
 RZ0958  HISTORY     - 1934     MONUMENTED       CGS
 RZ0958  HISTORY     - 1945     GOOD             CGS
 RZ0958  HISTORY     - 1974     GOOD             NGS
 RZ0958  HISTORY     - 1974     GOOD             NGS
 RZ0958  HISTORY     - 1983     GOOD             USPSQD
 RZ0958  HISTORY     - 19890617 GOOD             NGS
 RZ0958  HISTORY     - 19901205 GOOD
 RZ0958  HISTORY     - 19910910 GOOD             NGS
 RZ0958
 RZ0958                          STATION DESCRIPTION
 RZ0958
 RZ0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ0958'STATION IS LOCATED 3-1/2 MILES, AIRLINE, S OF ASOTIN, ON THE W SIDE
 RZ0958'OF STATE HIGHWAY 3, S 1 MILE AFTER REACHING THE TOP OF THE GRADE
 RZ0958'LEADING FROM THE SNAKE RIVER, ON THE BENCH SEPARATING TEN MILE AND
 RZ0958'ASOTIN CREEKS, AND 0.2 MILE S OF THE RESIDENCE OF MR. KARL AUSMAN.
 RZ0958'
 RZ0958'THE STATION MARK, STAMPED A 46 1934, IS A BRONZE BENCH MARK DISK
 RZ0958'SET IN AN 8-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE
 RZ0958'THE SURFACE OF THE GROUND.  IT IS LOCATED 125 METERS E OF A LONE
 RZ0958'PUMPHOUSE SITUATED IN A GRAINFIELD, 10 METERS W OF THE CENTER OF
 RZ0958'STATE HIGHWAY 3, AND 1 METER E OF A FENCE LINE.
 RZ0958'
 RZ0958'NO UNDERGROUND, REFERENCE, OR WITNESS MARK WAS SET.
 RZ0958'
 RZ0958'THE AZIMUTH MARK, STAMPED 1945, IS A BRONZE AZIMUTH DISK SET IN AN
 RZ0958'8-INCH SQUARE BLOCK OF CONCRETE PROJECTING 5 INCHES ABOVE THE
 RZ0958'SURFACE OF THE GROUND.  IT IS 13 METERS E OF THE CENTER OF THE
 RZ0958'HIGHWAY AND 1 FOOT W OF THE FENCE LINE.  TO REACH FROM THE
 RZ0958'STATION, GO S ON STATE HIGHWAY 3 FOR 0.3 MILE TO THE MARK ON LEFT,
 RZ0958'E, SIDE OF HIGHWAY.
 RZ0958'
 RZ0958'TO REACH STATION FROM THE COURTHOUSE IN ASOTIN, GO S ON STATE
 RZ0958'HIGHWAY 3 FOR 6.4 MILES TO THE STATION ON THE RIGHT, W, SIDE OF
 RZ0958'ROAD.
 RZ0958
 RZ0958                          STATION RECOVERY (1974)
 RZ0958
 RZ0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 RZ0958'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD
 RZ0958'CONDITION.  LOCATED ABOUT 3-1/2 MILES SOUTH OF THE TOWN OF ASOTIN,
 RZ0958'ON THE WEST SIDE OF STATE HIGHWAY 129, ON THE EAST SIDE OF A LARGE
 RZ0958'CULTIVATED FIELD, ON TOP OF THE ROLLING WHEAT LANDS AND ABOUT 1/4
 RZ0958'MILE SOUTH OF A FARM HOUSE.
 RZ0958'
 RZ0958'THE STATION IS A STANDARD BENCH MARK DISK, STAMPED A 46 1934, SET
 RZ0958'IN THE TOP OF AN 8 INCH SQUARE, CONCRETE MONUMENT, PROJECTING 6
 RZ0958'INCHES ABOVE THE SURFACE OF THE GROUND, 33 FEET WEST OF THE
 RZ0958'CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTH OF A STEEL WITNESS
 RZ0958'POST.  THERE ARE NO REFERENCE MARKS.
 RZ0958'
 RZ0958'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED 1945, SET IN AN 8 INCH
 RZ0958'SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  IT
 RZ0958'IS 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF
 RZ0958'A FENCE LINE AND ABOUT 325 FEET NORTH OF THE JUNCTION OF A SIDE
 RZ0958'ROAD LEADING WEST.
 RZ0958'
 RZ0958'TO REACH FROM THE INTERSECTION OF FIRST AND FILLMORE STREET IN
 RZ0958'ASOTIN (1 BLOCK NORTH OF THE COURTHOUSE) GO 6.4 MILES EAST AND
 RZ0958'NORTH ALONG STATE HIGHWAY 129 TO THE STATION ON THE RIGHT.
 RZ0958'
 RZ0958'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWARD FOR
 RZ0958'0.3 MILE ON STATE HIGHWAY 129 AND THE AZIMUTH MARK ON THE LEFT.
 RZ0958'
 RZ0958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ0958'3-1/2 MILES SOUTH OF ASOTIN.
 RZ0958
 RZ0958                          STATION RECOVERY (1974)
 RZ0958
 RZ0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RZ0958'6.3 MI S FROM ASOTIN.
 RZ0958'ABOUT 6.3 MILES SOUTH ALONG STATE HIGHWAY 129 FROM THE COURTHOUSE IN
 RZ0958'ASOTIN, ABOUT 0.2 MILE SOUTH OF THE DRIVEWAY TO A LARGE FARM HOUSE ON
 RZ0958'THE WEST SIDE OF THE HIGHWAY, ABOUT 400 FEET EAST OF A SMALL LONE PUMP
 RZ0958'HOUSE THAT IS SITUATED IN A CULTIVATED FIELD, 3 FEET EAST OF THE FENCE
 RZ0958'LINE, ABOUT 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 RZ0958'SOUTH OF A STEEL WITNESS POST.  SET IN THE TOP OF AN 8 INCH SQUARE
 RZ0958'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 RZ0958'1000 FEET SE OF NW CORNER OF NW 1/4, SEC 4, T 9N, R 46E.
 RZ0958
 RZ0958                          STATION RECOVERY (1983)
 RZ0958
 RZ0958'RECOVERY NOTE BY US POWER SQUADRON 1983
 RZ0958'NOTE: THERE IS NOW A METAL WITNESS POST LOCATED 1' NORTH OF STATION.
 RZ0958
 RZ0958                          STATION RECOVERY (1989)
 RZ0958
 RZ0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RZ0958'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTH OF ASOTIN, 3.2 KM
 RZ0958'(2.0 MI) WEST OF THE WASHINGTON-IDAHO STATE LINE AND ON HIGHWAY
 RZ0958'RIGHT-OF-WAY.
 RZ0958'TO REACH FROM THE INTERSECTION OF FIRST STREET AND FILLMORE STREET, 1
 RZ0958'BLOCK NORTH OF THE COURTHOUSE IN ASOTIN, GO SOUTH ON STATE ROUTE 129
 RZ0958'FOR 10.30 KM (6.40 MI) TO THE STATION ON THE RIGHT.
 RZ0958'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 RZ0958'WITH THE GROUND SURFACE.  IT IS 10.2 M (33.5 FT) WEST OF THE CENTER
 RZ0958'OF STATE ROUTE 129, 0.9 M (3.0 FT) EAST OF A RIGHT-OF-WAY FENCE AND
 RZ0958'0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 RZ0958
 RZ0958                          STATION RECOVERY (1990)
 RZ0958
 RZ0958'RECOVERED 1990
 RZ0958'RECOVERED IN GOOD CONDITION.
 RZ0958
 RZ0958                          STATION RECOVERY (1991)
 RZ0958
 RZ0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RZ0958'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTH OF ASOTIN, 3.2 KM
 RZ0958'(2.0 MI) WEST OF THE WASHINGTON-IDAHO STATE LINE AND ON HIGHWAY
 RZ0958'RIGHT-OF-WAY.
 RZ0958'TO REACH THE STATION FROM THE INTERSECTION OF FIRST STREET AND
 RZ0958'FILLMORE STREET, 1 BLOCK NORTH OF THE COURTHOUSE IN ASOTIN, GO SOUTH
 RZ0958'ON STATE HIGHWAY 129 FOR 10.30 KM (6.40 MI) TO THE STATION ON THE
 RZ0958'RIGHT.
 RZ0958'THE STATION IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 RZ0958'FLUSH WITH THE GROUND SURFACE.  LOCATED 10.2 M (33.5 FT) WEST OF THE
 RZ0958'CENTER OF STATE HIGHWAY 129, 0.9 M (3.0 FT) EAST OF A RIGHT-OF-WAY
 RZ0958'FENCE AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0959 ***********************************************************************
 RZ0959  DESIGNATION -  A 46 AZ MK
 RZ0959  PID         -  RZ0959
 RZ0959  STATE/COUNTY-  WA/ASOTIN
 RZ0959  USGS QUAD   -  ASOTIN (1971)
 RZ0959
 RZ0959                         *CURRENT SURVEY CONTROL
 RZ0959  ___________________________________________________________________
 RZ0959* NAD 83(1991)-  46 17 17.42346(N)    117 02 57.79613(W)     ADJUSTED  
 RZ0959* NAVD 88     -       679.402  (meters)    2229.00   (feet)  ADJUSTED  
 RZ0959  ___________________________________________________________________
 RZ0959  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 RZ0959  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 RZ0959  DYNAMIC HT  -         679.362 (meters)    2228.87  (feet)  COMP
 RZ0959  MODELED GRAV-     980,532.7   (mgal)                       NAVD 88
 RZ0959
 RZ0959  HORZ ORDER  -  SECOND
 RZ0959  VERT ORDER  -  SECOND    CLASS 0
 RZ0959
 RZ0959.The horizontal coordinates were established by classical geodetic methods
 RZ0959.and adjusted by the National Geodetic Survey in December 1991..
 RZ0959
 RZ0959.The orthometric height was determined by differential leveling
 RZ0959.and adjusted by the National Geodetic Survey in June 1991..
 RZ0959
 RZ0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ0959
 RZ0959.The geoid height was determined by GEOID03.
 RZ0959
 RZ0959.The dynamic height is computed by dividing the NAVD 88
 RZ0959.geopotential number by the normal gravity value computed on the
 RZ0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0959.degrees latitude (g = 980.6199 gals.).
 RZ0959
 RZ0959.The modeled gravity was interpolated from observed gravity values.
 RZ0959
 RZ0959;                    North         East     Units Scale Factor Converg.
 RZ0959;SPC WA S     -   111,944.838   765,800.811   MT  0.99992796   +2 30 23.4
 RZ0959;SPC WA S     -   367,272.36  2,512,464.83   sFT  0.99992796   +2 30 23.4
 RZ0959;SPC ID W     -   514,290.521   699,876.001   MT  1.00005652   -0 56 21.5
 RZ0959;UTM  11      - 5,126,067.505   496,195.689   MT  0.99960018   -0 02 08.5
 RZ0959
 RZ0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ0959!SPC WA S     -   0.99989632  x   0.99992796  =   0.99982429
 RZ0959!SPC ID W     -   0.99989632  x   1.00005652  =   0.99995283
 RZ0959!UTM  11      -   0.99989632  x   0.99960018  =   0.99949654
 RZ0959
 RZ0959                          SUPERSEDED SURVEY CONTROL
 RZ0959
 RZ0959  NAD 83(1991)-  46 17 17.42346(N)    117 02 57.79613(W) AD(       ) 2
 RZ0959  NAD 83(1986)-  46 17 17.43218(N)    117 02 57.79458(W) AD(       ) 2
 RZ0959  NAD 27      -  46 17 17.85365(N)    117 02 54.23633(W) AD(       ) 2
 RZ0959  NGVD 29 (??/??/92)  678.39   (m)         2225.7    (f) COMPUTED    2 0
 RZ0959
 RZ0959.Superseded values are not recommended for survey control.
 RZ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0959.See file dsdata.txt to determine how the superseded data were derived.
 RZ0959
 RZ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM9619626068(NAD 83)
 RZ0959_MARKER: DZ = AZIMUTH MARK DISK
 RZ0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0959_SP_SET: CONCRETE POST
 RZ0959_STAMPING: 1945
 RZ0959_MARK LOGO: CGS   
 RZ0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0959+STABILITY: SURFACE MOTION
 RZ0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ0959+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1989
 RZ0959
 RZ0959  HISTORY     - Date     Condition        Report By
 RZ0959  HISTORY     - 1974     MONUMENTED       NGS
 RZ0959  HISTORY     - 1974     GOOD             NGS
 RZ0959  HISTORY     - 19890617 GOOD             NGS
 RZ0959
 RZ0959                          STATION DESCRIPTION
 RZ0959
 RZ0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 RZ0959'LOCATED ABOUT 3-1/2 MILES SOUTH OF THE TOWN OF ASOTIN, ALONG THE
 RZ0959'EAST SIDE OF STATE HIGHWAY 129, ABOUT 200 FEET NORTH-NORTHEAST
 RZ0959'OF THE INTERSECTION OF A GRAVEL SIDE ROAD AND THE HIGHWAY AND
 RZ0959'ALONG THE SIDE OF A CULTIVATED FIELD.
 RZ0959'
 RZ0959'THE STATION IS A STANDARD AZIMUTH MARK DISK STAMPED 1945 SET
 RZ0959'IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT, PROJECTING 1
 RZ0959'INCH ABOVE THE SURFACE OF THE GROUND.  40 FEET EAST OF THE
 RZ0959'CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A WIRE FENCE AND 1.8
 RZ0959'FEET WEST OF A STEEL WITNESS POST.
 RZ0959'
 RZ0959'TO REACH THE STATION FROM THE HIGHWAY 1 BLOCK NORTH OF THE
 RZ0959'COURTHOUSE AT THE TOWN OF ASOTIN, GO EAST AND SOUTH ALONG STATE
 RZ0959'HIGHWAY 129 FOR 6.6 MILES AND THE STATION ON THE LEFT.
 RZ0959'
 RZ0959'THE STATION IS ALSO A BENCH MARK.
 RZ0959
 RZ0959                          STATION RECOVERY (1974)
 RZ0959
 RZ0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RZ0959'6.6 MI S FROM ASOTIN.
 RZ0959'ABOUT 6.6 MILES SOUTH ALONG STATE HIGHWAY 129 FROM THE COURTHOUSE AT
 RZ0959'ASOTIN, ABOUT 0.05 MILE SOUTH OF A JUNCTION WITH A GRAVEL ROAD, 40
 RZ0959'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF THE HIGHWAY
 RZ0959'RIGHT-OF-WAY FENCE AND 1.8 FEET WEST OF A STEEL WITNESS POST. SET IN
 RZ0959'AN 8 INCH SQUARE CONCRETE MONUMENT, PROJECTING 1 INCH ABOVE THE
 RZ0959'SURFACE OF THE GROUND.  1588.07 FEET SOUTH-SOUTHWEST OF BENCH MARK A
 RZ0959'46.  400 FEET N OF SE CORNER OF NW 1/4, SEC 4, T 9N, R 46E.
 RZ0959
 RZ0959                          STATION RECOVERY (1989)
 RZ0959
 RZ0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RZ0959'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTH OF ASOTIN, 3.2 KM
 RZ0959'(2.0 MI) WEST OF THE WASHINGTON-IDAHO STATE LINE AND ON HIGHWAY
 RZ0959'RIGHT-OF-WAY.
 RZ0959'TO REACH FROM THE INTERSECTION OF FIRST STREET AND FILLMORE STREET, 1
 RZ0959'BLOCK NORTH OF THE COURTHOUSE IN ASOTIN, GO SOUTH ON STATE ROUTE 129
 RZ0959'FOR 10.30 KM (6.40 MI) TO THE STATION ON THE RIGHT.
 RZ0959'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 RZ0959'WITH THE GROUND SURFACE.  IT IS 12.2 M (40.0 FT) EAST OF THE CENTER
 RZ0959'OF STATE ROUTE 129, 0.9 M (3.0 FT) WEST OF A RIGHT-OF-WAY FENCE AND
 RZ0959'0.3 M (1.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0255 ***********************************************************************
 SY0255  DESIGNATION -  A 460
 SY0255  PID         -  SY0255
 SY0255  STATE/COUNTY-  WA/KING
 SY0255  USGS QUAD   -  POVERTY BAY (1994)
 SY0255
 SY0255                         *CURRENT SURVEY CONTROL
 SY0255  ___________________________________________________________________
 SY0255* NAD 83(1986)-  47 33 09.     (N)    122 19 07.     (W)     SCALED    
 SY0255* NAVD 88     -         7.226  (meters)      23.71   (feet)  ADJUSTED  
 SY0255  ___________________________________________________________________
 SY0255  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 SY0255  DYNAMIC HT  -           7.226 (meters)      23.71  (feet)  COMP
 SY0255  MODELED GRAV-     980,730.9   (mgal)                       NAVD 88
 SY0255
 SY0255  VERT ORDER  -  FIRST     CLASS I
 SY0255
 SY0255.The horizontal coordinates were scaled from a topographic map and have
 SY0255.an estimated accuracy of +/- 6 seconds.
 SY0255
 SY0255.The orthometric height was determined by differential leveling
 SY0255.and adjusted by the National Geodetic Survey in June 1991..
 SY0255
 SY0255.The geoid height was determined by GEOID03.
 SY0255
 SY0255.The dynamic height is computed by dividing the NAVD 88
 SY0255.geopotential number by the normal gravity value computed on the
 SY0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0255.degrees latitude (g = 980.6199 gals.).
 SY0255
 SY0255.The modeled gravity was interpolated from observed gravity values.
 SY0255
 SY0255;                    North         East    Units  Estimated Accuracy
 SY0255;SPC WA N     -    62,510.      388,210.      MT  (+/- 180 meters Scaled)
 SY0255
 SY0255                          SUPERSEDED SURVEY CONTROL
 SY0255
 SY0255  NGVD 29 (??/??/??)    6.135  (m)           20.13   (f) ADJUSTED    1 1
 SY0255
 SY0255.Superseded values are not recommended for survey control.
 SY0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0255.See file dsdata.txt to determine how the superseded data were derived.
 SY0255
 SY0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET512667(NAD 83)
 SY0255_MARKER: DB = BENCH MARK DISK
 SY0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0255_SP_SET: PIER
 SY0255_STAMPING: A 460 1973
 SY0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0255+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 SY0255
 SY0255  HISTORY     - Date     Condition        Report By
 SY0255  HISTORY     - 1973     MONUMENTED       NGS
 SY0255  HISTORY     - 20060427 GOOD             USPSQD
 SY0255
 SY0255                          STATION DESCRIPTION
 SY0255
 SY0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0255'3.25 MI S FROM SEATTLE.
 SY0255'3.25 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC
 SY0255'RAILROAD FROM THE UNION STATION AT SEATTLE, AT THE INTERSTATE HIGHWAY
 SY0255'5 CORSON AVENUE SOUTH EXIT OVERPASS, 22.3 FEET NORTHEAST OF THE
 SY0255'NORTHEAST RAIL, THE SECOND TRACK NORTHEAST OF THE SOUTHWEST END OF THE
 SY0255'OVERPASS, IN THE TOP OF THE SOUTH CORNER OF 7 1/2 X 7 1/2 FEET
 SY0255'CONCRETE FOUNDATION OF THE NORTHWEST ONE OF TWO CONCRETE SUPPORT PIERS
 SY0255'BETWEEN THE TRACKS, 0.8 FOOT NORTH OF THE SOUTH CORNER OF THE
 SY0255'FOUNDATION, ABOUT LEVEL  WITH THE TRACK, AND ABOUT 1 FOOT ABOVE THE
 SY0255'GROUND.  SECTION 20, T 24N, R 4E.
 SY0255
 SY0255                          STATION RECOVERY (2006)
 SY0255
 SY0255'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0697 ***********************************************************************
 SY0697  DESIGNATION -  A 461
 SY0697  PID         -  SY0697
 SY0697  STATE/COUNTY-  WA/THURSTON
 SY0697  USGS QUAD   -  TUMWATER (1994)
 SY0697
 SY0697                         *CURRENT SURVEY CONTROL
 SY0697  ___________________________________________________________________
 SY0697* NAD 83(1986)-  47 02 05.     (N)    122 53 12.     (W)     SCALED    
 SY0697* NAVD 88     -        19.708  (meters)      64.66   (feet)  ADJUSTED  
 SY0697  ___________________________________________________________________
 SY0697  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SY0697  DYNAMIC HT  -          19.712 (meters)      64.67  (feet)  COMP
 SY0697  MODELED GRAV-     980,802.5   (mgal)                       NAVD 88
 SY0697
 SY0697  VERT ORDER  -  FIRST     CLASS I
 SY0697
 SY0697.The horizontal coordinates were scaled from a topographic map and have
 SY0697.an estimated accuracy of +/- 6 seconds.
 SY0697
 SY0697.The orthometric height was determined by differential leveling
 SY0697.and adjusted by the National Geodetic Survey in June 1991..
 SY0697
 SY0697.The geoid height was determined by GEOID03.
 SY0697
 SY0697.The dynamic height is computed by dividing the NAVD 88
 SY0697.geopotential number by the normal gravity value computed on the
 SY0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0697.degrees latitude (g = 980.6199 gals.).
 SY0697
 SY0697.The modeled gravity was interpolated from observed gravity values.
 SY0697
 SY0697;                    North         East    Units  Estimated Accuracy
 SY0697;SPC WA S     -   191,860.      318,640.      MT  (+/- 180 meters Scaled)
 SY0697
 SY0697                          SUPERSEDED SURVEY CONTROL
 SY0697
 SY0697  NGVD 29 (05/16/90)   18.671  (m)           61.26   (f) ADJUSTED    1 1
 SY0697
 SY0697.Superseded values are not recommended for survey control.
 SY0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0697.See file dsdata.txt to determine how the superseded data were derived.
 SY0697
 SY0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET086090(NAD 83)
 SY0697_MARKER: DB = BENCH MARK DISK
 SY0697_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY0697_SP_SET: BRIDGE CURB
 SY0697_STAMPING: A 461 1973
 SY0697_MARK LOGO: NGS   
 SY0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0697+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 SY0697
 SY0697  HISTORY     - Date     Condition        Report By
 SY0697  HISTORY     - 1973     MONUMENTED       NGS
 SY0697  HISTORY     - 1983     GOOD             USPSQD
 SY0697  HISTORY     - 1987     GOOD             NGS
 SY0697  HISTORY     - 20040714 GOOD             USPSQD
 SY0697  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 SY0697
 SY0697                          STATION DESCRIPTION
 SY0697
 SY0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0697'IN OLYMPIA.
 SY0697'AT OLYMPIA, AT THE NORTHEAST CORNER OF THE JUNCTION OF EASTSIDE STREET
 SY0697'AND WHEELER AVENUE, AT EASTSIDE STREET BRIDGE OVER INTERSTATE HIGHWAY
 SY0697'5, IN THE TOP AND 1.2 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE
 SY0697'GUARDRAIL CURB OF THE BRIDGE, 16 FEET EAST OF THE CENTER LINE OF THE
 SY0697'STREET, 89.3 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1
 SY0697'FOOT HIGHER THAN THE STREET.  T 18N, R 2W.
 SY0697
 SY0697                          STATION RECOVERY (1983)
 SY0697
 SY0697'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0697'RECOVERED IN GOOD CONDITION.
 SY0697
 SY0697                          STATION RECOVERY (1987)
 SY0697
 SY0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SY0697'RECOVERED IN GOOD CONDITION.
 SY0697
 SY0697                          STATION RECOVERY (2004)
 SY0697
 SY0697'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SY0697'RECOVERED IN GOOD CONDITION.
 SY0697
 SY0697                          STATION RECOVERY (2006)
 SY0697
 SY0697'RECOVERY NOTE BY US POWER SQUADRON 2006 (KK)
 SY0697'FOUND GUARD RAIL WITH 1989 STAMPED IN THE CONCRETE.  DID NOT FIND A
 SY0697'BENCHMARK DISK.  ASSUME DESTROYED WHEN GUARDRAIL WAS REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1599 ***********************************************************************
 SY1599  DESIGNATION -  A 461 RESET
 SY1599  PID         -  SY1599
 SY1599  STATE/COUNTY-  WA/THURSTON
 SY1599  USGS QUAD   -  TUMWATER (1994)
 SY1599
 SY1599                         *CURRENT SURVEY CONTROL
 SY1599  ___________________________________________________________________
 SY1599* NAD 83(1991)-  47 02 05.68216(N)    122 53 12.08665(W)     ADJUSTED  
 SY1599* NAVD 88     -        20.889  (meters)      68.53   (feet)  ADJUSTED  
 SY1599  ___________________________________________________________________
 SY1599  X           -  -2,364,592.757 (meters)                     COMP
 SY1599  Y           -  -3,656,966.266 (meters)                     COMP
 SY1599  Z           -   4,644,410.470 (meters)                     COMP
 SY1599  LAPLACE CORR-          -9.56  (seconds)                    DEFLEC99
 SY1599  ELLIP HEIGHT-          -0.56  (meters)          (08/17/92) GPS OBS
 SY1599  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SY1599  DYNAMIC HT  -          20.893 (meters)      68.55  (feet)  COMP
 SY1599  MODELED GRAV-     980,802.9   (mgal)                       NAVD 88
 SY1599
 SY1599  HORZ ORDER  -  FIRST
 SY1599  VERT ORDER  -  FIRST     CLASS II
 SY1599  ELLP ORDER  -  FOURTH    CLASS II
 SY1599
 SY1599.The horizontal coordinates were established by GPS observations
 SY1599.and adjusted by the National Geodetic Survey in August 1992..
 SY1599
 SY1599.The orthometric height was determined by differential leveling
 SY1599.and adjusted by the National Geodetic Survey in June 1991..
 SY1599
 SY1599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY1599
 SY1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1599
 SY1599.The ellipsoidal height was determined by GPS observations
 SY1599.and is referenced to NAD 83.
 SY1599
 SY1599.The geoid height was determined by GEOID03.
 SY1599
 SY1599.The dynamic height is computed by dividing the NAVD 88
 SY1599.geopotential number by the normal gravity value computed on the
 SY1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1599.degrees latitude (g = 980.6199 gals.).
 SY1599
 SY1599.The modeled gravity was interpolated from observed gravity values.
 SY1599
 SY1599;                    North         East     Units Scale Factor Converg.
 SY1599;SPC WA S     -   191,878.267   318,633.710   MT  0.99994540   -1 44 01.3
 SY1599;SPC WA S     -   629,520.61  1,045,384.10   sFT  0.99994540   -1 44 01.3
 SY1599;UTM  10      - 5,209,049.963   508,608.789   MT  0.99960091   +0 04 58.5
 SY1599
 SY1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1599!SPC WA S     -   1.00000009  x   0.99994540  =   0.99994549
 SY1599!UTM  10      -   1.00000009  x   0.99960091  =   0.99960100
 SY1599
 SY1599                          SUPERSEDED SURVEY CONTROL
 SY1599
 SY1599  NAD 83(1991)-  47 02 05.68138(N)    122 53 12.08607(W) AD(       ) 1
 SY1599  ELLIP H (12/09/91)   -0.57   (m)                       GP(       ) 4 1
 SY1599  NAD 83(1991)-  47 02 05.67962(N)    122 53 12.08356(W) AD(       ) 1
 SY1599  ELLIP H (10/15/91)   -0.61   (m)                       GP(       ) 4 1
 SY1599  NAD 83(1986)-  47 02 05.68808(N)    122 53 12.08385(W) AD(       ) 1
 SY1599  NAD 27      -  47 02 06.30625(N)    122 53 07.61177(W) AD(       ) 1
 SY1599  NGVD 29 (05/16/90)   19.852  (m)           65.13   (f) ADJUSTED    1 2
 SY1599
 SY1599.Superseded values are not recommended for survey control.
 SY1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1599.See file dsdata.txt to determine how the superseded data were derived.
 SY1599
 SY1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0860909050(NAD 83)
 SY1599_MARKER: DB = BENCH MARK DISK
 SY1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1599_SP_SET: CONCRETE POST
 SY1599_STAMPING: A 461 RESET 1986
 SY1599_MARK LOGO: NGS   
 SY1599_PROJECTION: PROJECTING 8 CENTIMETERS
 SY1599_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1599+STABILITY: SURFACE MOTION
 SY1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1599+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SY1599
 SY1599  HISTORY     - Date     Condition        Report By
 SY1599  HISTORY     - 1986     MONUMENTED       NGS
 SY1599  HISTORY     - 1987     GOOD             NGS
 SY1599  HISTORY     - 20040714 MARK NOT FOUND   USPSQD
 SY1599
 SY1599                          STATION DESCRIPTION
 SY1599
 SY1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 SY1599'THE STATION IS LOCATED IN THE CITY OF OLYMPIA AT THE NORTHEAST ANGLE
 SY1599'OF THE INTERSECTION OF EASTSIDE STREET AND WHEELER AVENUE ON THE
 SY1599'INSIDE OF THE RIGHT-OF-WAY FENCE.
 SY1599'
 SY1599'TO REACH THE STATION FROM EXIT 105B ON INTERSTATE HIGHWAY 5 IN
 SY1599'OLYMPIA GO NORTH ON PLUM STREET FOR 1.29 KM (0.8 MI) TO THE
 SY1599'INTERSECTION OF UNION AVENUE.  TURN RIGHT AND GO EAST ON UNION
 SY1599'AVENUE FOR 0.32 KM (0.2 MI) TO A T-INTERSECTION.  TURN RIGHT AND GO
 SY1599'SOUTH ON EASTSIDE STREET, CROSSING OVER INTERSTATE HIGHWAY 5 FOR
 SY1599'0.48 KM (0.3 MI) TO A SIDE ROAD LEFT, WHEELER STREET AND THE
 SY1599'STATION ON THE LEFT INSIDE THE RIGHT-OF-WAY FENCE.
 SY1599'
 SY1599'THE STATION MARK IS A STANDARD NGS BENCH MARK DISK STAMPED---
 SY1599'---A 461 RESET 1986---SET IN THE TOP OF A 30 CM (12 INCH) CIRCULAR
 SY1599'CONCRETE MONMUMENT THAT PROJECTS 8 CM (3 INCHES) ABOVE THE GROUND
 SY1599'SURFACE.  IT IS 15.8 M (52 FT) NORTHWEST OF A FIRE HYDRANDT, 1.5 M
 SY1599'(5 FT) EAST OF A RIGHT-OF-WAY FENCE CORNER, 0.8 M (2.6 FT) SOUTH OF
 SY1599'A WITNESS POST AND 0.9 M (3 FT) NORTH OF THE CHAIN LINK FENCE.
 SY1599'
 SY1599'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 SY1599'
 SY1599'DESCRIBED BY DA WEGENAST.
 SY1599
 SY1599                          STATION RECOVERY (1987)
 SY1599
 SY1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SY1599'IN OLYMPIA.
 SY1599'IN OLYMPIA, 1.3 KM (0.80 MI AIRLINE) EAST OF THE STATE CAPITOL
 SY1599'BUILDING, 11.3 M (37.1 FT) WEST-SOUTHWEST OF THE WEST CORNER OF THE
 SY1599'INTERSTATE HIGHWAY 5 EXIT 105-B BRIDGE OVER EASTSIDE STREET, 3.0 M
 SY1599'(9.8 FT) WEST OF A CHERRY TREE, AND 0.4 M (1.3 FT) NORTHEAST OF
 SY1599'A WITNESS POST.
 SY1599'NOTE--THIS MARK WILL BE DESTROYED BY ROAD CONSTRUCTION.  A 461 2
 SY1599'RESET 1987 WAS SET.
 SY1599
 SY1599                          STATION RECOVERY (2004)
 SY1599
 SY1599'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SY1599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1600 ***********************************************************************
 SY1600  DESIGNATION -  A 461 RESET 2
 SY1600  PID         -  SY1600
 SY1600  STATE/COUNTY-  WA/THURSTON
 SY1600  USGS QUAD   -  TUMWATER (1994)
 SY1600
 SY1600                         *CURRENT SURVEY CONTROL
 SY1600  ___________________________________________________________________
 SY1600* NAD 83(1998)-  47 02 12.18455(N)    122 53 15.08524(W)     ADJUSTED  
 SY1600* NAVD 88     -        18.683  (meters)      61.30   (feet)  ADJUSTED  
 SY1600  ___________________________________________________________________
 SY1600  X           -  -2,364,565.289 (meters)                     COMP
 SY1600  Y           -  -3,656,807.193 (meters)                     COMP
 SY1600  Z           -   4,644,545.655 (meters)                     COMP
 SY1600  LAPLACE CORR-          -9.56  (seconds)                    DEFLEC99
 SY1600  ELLIP HEIGHT-          -2.84  (meters)          (07/18/02) GPS OBS
 SY1600  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SY1600  DYNAMIC HT  -          18.687 (meters)      61.31  (feet)  COMP
 SY1600  MODELED GRAV-     980,802.9   (mgal)                       NAVD 88
 SY1600
 SY1600  HORZ ORDER  -  SECOND
 SY1600  VERT ORDER  -  FIRST     CLASS II
 SY1600  ELLP ORDER  -  FOURTH    CLASS I
 SY1600
 SY1600.The horizontal coordinates were established by GPS observations
 SY1600.and adjusted by the National Geodetic Survey in July 2002..
 SY1600.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY1600.DATUM ITEM on the data sheet items page.
 SY1600
 SY1600.The orthometric height was determined by differential leveling
 SY1600.and adjusted by the National Geodetic Survey in June 1991..
 SY1600
 SY1600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY1600
 SY1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1600
 SY1600.The ellipsoidal height was determined by GPS observations
 SY1600.and is referenced to NAD 83.
 SY1600
 SY1600.The geoid height was determined by GEOID03.
 SY1600
 SY1600.The dynamic height is computed by dividing the NAVD 88
 SY1600.geopotential number by the normal gravity value computed on the
 SY1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1600.degrees latitude (g = 980.6199 gals.).
 SY1600
 SY1600.The modeled gravity was interpolated from observed gravity values.
 SY1600
 SY1600;                    North         East     Units Scale Factor Converg.
 SY1600;SPC WA S     -   192,080.880   318,576.510   MT  0.99994565   -1 44 03.4
 SY1600;SPC WA S     -   630,185.35  1,045,196.43   sFT  0.99994565   -1 44 03.4
 SY1600;UTM  10      - 5,209,250.592   508,545.217   MT  0.99960090   +0 04 56.3
 SY1600
 SY1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1600!SPC WA S     -   1.00000045  x   0.99994565  =   0.99994610
 SY1600!UTM  10      -   1.00000045  x   0.99960090  =   0.99960134
 SY1600
 SY1600                          SUPERSEDED SURVEY CONTROL
 SY1600
 SY1600  NAD 83(1991)-  47 02 12.17997(N)    122 53 15.08959(W) AD(       ) 2
 SY1600  ELLIP H (12/09/91)   -2.56   (m)                       GP(       ) 4 1
 SY1600  NAD 83(1991)-  47 02 12.18386(N)    122 53 15.08412(W) AD(       ) 2
 SY1600  ELLIP H (10/15/91)   -2.54   (m)                       GP(       ) 4 1
 SY1600  NAD 83(1986)-  47 02 12.17409(N)    122 53 15.09658(W) AD(       ) 2
 SY1600  NGVD 29 (05/16/90)   17.646  (m)           57.89   (f) ADJUSTED    1 2
 SY1600
 SY1600.Superseded values are not recommended for survey control.
 SY1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1600.See file dsdata.txt to determine how the superseded data were derived.
 SY1600
 SY1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0854509251(NAD 83)
 SY1600_MARKER: DS = TRIANGULATION STATION DISK
 SY1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1600_SP_SET: CONCRETE POST
 SY1600_STAMPING: A 461 RESET 2 1987
 SY1600_MARK LOGO: NGS   
 SY1600_PROJECTION: PROJECTING 8 CENTIMETERS
 SY1600_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1600+STABILITY: SURFACE MOTION
 SY1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1600+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 SY1600
 SY1600  HISTORY     - Date     Condition        Report By
 SY1600  HISTORY     - 1987     MONUMENTED       NGS
 SY1600  HISTORY     - 1987     GOOD             NGS
 SY1600  HISTORY     - 19910127 GOOD             SPEAR
 SY1600  HISTORY     - 20040714 GOOD             USPSQD
 SY1600
 SY1600                          STATION DESCRIPTION
 SY1600
 SY1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (DAW)
 SY1600'THE STATION IS LOCATED AT THE ENTRANCE RAMP AT EXIT 105 FOR THE
 SY1600'NORTHBOUND LANE OF INTERSTATE HIGHWAY 5, AND ON HIGHWAY
 SY1600'RIGHT-OF-WAY.
 SY1600'
 SY1600'TO REACH THE STATION FROM THE INTERSECTION OF UNION STREET AND PLUM
 SY1600'STREET IN OLYMPIA GO EAST ON THE INTERSTATE HIGHWAY 5 NORTHBOUND ON
 SY1600'RAMP FOR 0.48 KM (0.3 MI) TO THE GUARD RAIL ON THE RIGHT AND THE
 SY1600'STATION ON THE TOP OF THE BANK.
 SY1600'
 SY1600'THE STAION MARK IS A STANDARD NGS DISK STAMPED---
 SY1600'---A 461 RESET 2 1987---SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 SY1600'30 CM(12 INCHES) IN DIAMETER AND PROJECTS 8 CM (3 INCHES) ABOVE THE
 SY1600'GROUND SURFACE.  IT IS 7.86 M (25.8 FT) WEST-SOUTHWEST OF THE END
 SY1600'OF THE BRIDGE OVER EASTSIDE STREET, 6.24 M (20.5 FT) WEST OF A
 SY1600'CHERRY TREE, 0.73 M (2.4 FT) NORTHWEST OF A WITNESS POST AND 0.7 M
 SY1600'(2.3 FT)EAST-=SOUTHEAST OF A WITNESS POST.
 SY1600'
 SY1600'THIS STATION IS SUITEABE FOR GPS OBSERVATIONS.
 SY1600'
 SY1600'DESCRIBED BY DA WEGENAST.
 SY1600
 SY1600                          STATION RECOVERY (1987)
 SY1600
 SY1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SY1600'IN OLYMPIA.
 SY1600'IN OLYMPIA, ABOUT 1.3 KM (0.80 MI AIRLINE) EAST OF THE STATE CAPITOL
 SY1600'BUILDING, 14.3 M (46.9 FT) WEST-SOUTHWEST OF THE WEST CORNER OF THE
 SY1600'INTERSTATE HIGHWAY 5 EXIT 105-B BRIDGE OVER EASTSIDE STREET, 4.6 M
 SY1600'(15.1 FT) WEST OF A CHERRY TREE, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS
 SY1600'POST.
 SY1600'THE MARK IS 0.6 METERS  SE FROM  A SECOND WITNESS POST
 SY1600
 SY1600                          STATION RECOVERY (1991)
 SY1600
 SY1600'RECOVERY NOTE BY JAY SPEARMAN CONSULTING ENGINEERS 1991
 SY1600'RECOVERED IN GOOD CONDITION.
 SY1600
 SY1600                          STATION RECOVERY (2004)
 SY1600
 SY1600'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SY1600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0502 ***********************************************************************
 SY0502  DESIGNATION -  A 462
 SY0502  PID         -  SY0502
 SY0502  STATE/COUNTY-  WA/KING
 SY0502  USGS QUAD   -  AUBURN (1994)
 SY0502
 SY0502                         *CURRENT SURVEY CONTROL
 SY0502  ___________________________________________________________________
 SY0502* NAD 83(1986)-  47 18 12.     (N)    122 12 48.     (W)     SCALED    
 SY0502* NAVD 88     -        30.491  (meters)     100.04   (feet)  ADJUSTED  
 SY0502  ___________________________________________________________________
 SY0502  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY0502  DYNAMIC HT  -          30.495 (meters)     100.05  (feet)  COMP
 SY0502  MODELED GRAV-     980,751.7   (mgal)                       NAVD 88
 SY0502
 SY0502  VERT ORDER  -  FIRST     CLASS I
 SY0502
 SY0502.The horizontal coordinates were scaled from a topographic map and have
 SY0502.an estimated accuracy of +/- 6 seconds.
 SY0502
 SY0502.The orthometric height was determined by differential leveling
 SY0502.and adjusted by the National Geodetic Survey in June 1991..
 SY0502
 SY0502.The geoid height was determined by GEOID03.
 SY0502
 SY0502.The dynamic height is computed by dividing the NAVD 88
 SY0502.geopotential number by the normal gravity value computed on the
 SY0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0502.degrees latitude (g = 980.6199 gals.).
 SY0502
 SY0502.The modeled gravity was interpolated from observed gravity values.
 SY0502
 SY0502;                    North         East    Units  Estimated Accuracy
 SY0502;SPC WA N     -    34,660.      395,640.      MT  (+/- 180 meters Scaled)
 SY0502
 SY0502                          SUPERSEDED SURVEY CONTROL
 SY0502
 SY0502  NGVD 29 (??/??/??)   29.418  (m)           96.52   (f) ADJUSTED    1 1
 SY0502
 SY0502.Superseded values are not recommended for survey control.
 SY0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0502.See file dsdata.txt to determine how the superseded data were derived.
 SY0502
 SY0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET594391(NAD 83)
 SY0502_MARKER: DB = BENCH MARK DISK
 SY0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0502_SP_SET: ABUTMENT
 SY0502_STAMPING: A 462 1973
 SY0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0502
 SY0502  HISTORY     - Date     Condition        Report By
 SY0502  HISTORY     - 1973     MONUMENTED       NGS
 SY0502
 SY0502                          STATION DESCRIPTION
 SY0502
 SY0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0502'IN AUBURN.
 SY0502'AT AUBURN, 0.1 MILE EAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM
 SY0502'THE STATION AT EAST AUBURN, 0.35 MILE EAST OF BENCH MARK Z 461, AT THE
 SY0502'SOUTHWEST CORNER OF THE CROSSING OF M STREET SE, SET VERTICALLY IN THE
 SY0502'NORTH FACE OF THE WEST CONCRETE ABUTMENT OF STATE HIGHWAY 18 OVERPASS
 SY0502'OVER M STREET SE, 90.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 SY0502'20.8 FEET WEST OF THE CENTER LINE OF THE STREET, 0.8 FOOT WEST OF THE
 SY0502'EAST EDGE OF THE ABUTMENT, ABOUT 3 1/2 FEET HIGHER THAN THE STREET,
 SY0502'AND 3.0 FEET ABOVE THE GROUND.  SECTION 18, T 21N, R 5E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1567 ***********************************************************************
 SY1567  DESIGNATION -  A 462 RESET
 SY1567  PID         -  SY1567
 SY1567  STATE/COUNTY-  WA/KING
 SY1567  USGS QUAD   -  AUBURN (1994)
 SY1567
 SY1567                         *CURRENT SURVEY CONTROL
 SY1567  ___________________________________________________________________
 SY1567* NAD 83(1986)-  47 18 11.     (N)    122 12 52.     (W)     SCALED    
 SY1567* NAVD 88     -        28.094  (meters)      92.17   (feet)  ADJUSTED  
 SY1567  ___________________________________________________________________
 SY1567  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY1567  DYNAMIC HT  -          28.098 (meters)      92.18  (feet)  COMP
 SY1567  MODELED GRAV-     980,752.1   (mgal)                       NAVD 88
 SY1567
 SY1567  VERT ORDER  -  FIRST     CLASS II
 SY1567
 SY1567.The horizontal coordinates were scaled from a topographic map and have
 SY1567.an estimated accuracy of +/- 6 seconds.
 SY1567
 SY1567.The orthometric height was determined by differential leveling
 SY1567.and adjusted by the National Geodetic Survey in April 2001..
 SY1567
 SY1567.The geoid height was determined by GEOID03.
 SY1567
 SY1567.The dynamic height is computed by dividing the NAVD 88
 SY1567.geopotential number by the normal gravity value computed on the
 SY1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1567.degrees latitude (g = 980.6199 gals.).
 SY1567
 SY1567.The modeled gravity was interpolated from observed gravity values.
 SY1567
 SY1567;                    North         East    Units  Estimated Accuracy
 SY1567;SPC WA N     -    34,630.      395,560.      MT  (+/- 180 meters Scaled)
 SY1567
 SY1567                          SUPERSEDED SURVEY CONTROL
 SY1567
 SY1567  NGVD 29 (??/??/??)   27.01   (m)           88.6    (f) RESET       3  
 SY1567
 SY1567.Superseded values are not recommended for survey control.
 SY1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1567.See file dsdata.txt to determine how the superseded data were derived.
 SY1567
 SY1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET593391(NAD 83)
 SY1567_MARKER: DB = BENCH MARK DISK
 SY1567_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SY1567+WITH SETTING: PAVEMENT
 SY1567_SP_SET: BASEPOLE
 SY1567_STAMPING: A 462 RESET 1983
 SY1567_MARK LOGO: NGS   
 SY1567_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1567+STABILITY: SURFACE MOTION
 SY1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1567+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1995
 SY1567
 SY1567  HISTORY     - Date     Condition        Report By
 SY1567  HISTORY     - 1983     MONUMENTED       NGS
 SY1567  HISTORY     - 1988     GOOD             USPSQD
 SY1567  HISTORY     - 19950121 GOOD             NOS
 SY1567  HISTORY     - 20041207 GOOD             WADT
 SY1567
 SY1567                          STATION DESCRIPTION
 SY1567
 SY1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 SY1567'IN AUBURN.
 SY1567'IN AUBURN, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF 4TH STREET
 SY1567'AND M STREET, 10.4M (34.0 FT) SOUTH OF THE CENTER OF 4TH STREET,
 SY1567'AND 8.2 M (27.0 FT) WEST OF THE CENTER OF 4TH STREET,
 SY1567'IN THE SOUTHWEST CORNER OF THE FOOTING OF THE STOP LIGHT STANDARD.
 SY1567
 SY1567                          STATION RECOVERY (1988)
 SY1567
 SY1567'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY1567'RECOVERED IN GOOD CONDITION.
 SY1567
 SY1567                          STATION RECOVERY (1995)
 SY1567
 SY1567'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JGF)
 SY1567'RECOVERED AS DESCRIBED.  IT IS DIFFICULT TO GET A 3 METER (9.8 FT) ROD
 SY1567'ON THIS MARK DUE TO OBSTRUCTIONS OVERHEAD.
 SY1567
 SY1567                          STATION RECOVERY (2004)
 SY1567
 SY1567'RECOVERY NOTE BY WA DEPT OF TRANSP 2004 (RFT)
 SY1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0765 ***********************************************************************
 SX0765  DESIGNATION -  A 463
 SX0765  PID         -  SX0765
 SX0765  STATE/COUNTY-  WA/KING
 SX0765  USGS QUAD   -  EAGLE GORGE (1993)
 SX0765
 SX0765                         *CURRENT SURVEY CONTROL
 SX0765  ___________________________________________________________________
 SX0765* NAD 83(1986)-  47 18 04.     (N)    121 50 25.     (W)     SCALED    
 SX0765* NAVD 88     -       277.230  (meters)     909.55   (feet)  ADJUSTED  
 SX0765  ___________________________________________________________________
 SX0765  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SX0765  DYNAMIC HT  -         277.252 (meters)     909.62  (feet)  COMP
 SX0765  MODELED GRAV-     980,686.0   (mgal)                       NAVD 88
 SX0765
 SX0765  VERT ORDER  -  FIRST     CLASS I
 SX0765
 SX0765.The horizontal coordinates were scaled from a topographic map and have
 SX0765.an estimated accuracy of +/- 6 seconds.
 SX0765
 SX0765.The orthometric height was determined by differential leveling
 SX0765.and adjusted by the National Geodetic Survey in June 1991..
 SX0765
 SX0765.The geoid height was determined by GEOID03.
 SX0765
 SX0765.The dynamic height is computed by dividing the NAVD 88
 SX0765.geopotential number by the normal gravity value computed on the
 SX0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0765.degrees latitude (g = 980.6199 gals.).
 SX0765
 SX0765.The modeled gravity was interpolated from observed gravity values.
 SX0765
 SX0765;                    North         East    Units  Estimated Accuracy
 SX0765;SPC WA N     -    33,980.      423,850.      MT  (+/- 180 meters Scaled)
 SX0765
 SX0765                          SUPERSEDED SURVEY CONTROL
 SX0765
 SX0765  NGVD 29 (??/??/92)  276.127  (m)          905.93   (f) ADJ UNCH    1 1
 SX0765
 SX0765.Superseded values are not recommended for survey control.
 SX0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0765.See file dsdata.txt to determine how the superseded data were derived.
 SX0765
 SX0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET876392(NAD 83)
 SX0765_MARKER: DB = BENCH MARK DISK
 SX0765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0765_SP_SET: FOUNDATION
 SX0765_STAMPING: A 463 1973
 SX0765_MARK LOGO: NGS   
 SX0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0765
 SX0765  HISTORY     - Date     Condition        Report By
 SX0765  HISTORY     - 1973     MONUMENTED       NGS
 SX0765  HISTORY     - 1982     GOOD             NGS
 SX0765
 SX0765                          STATION DESCRIPTION
 SX0765
 SX0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SX0765'3.75 MI SE FROM KANSKAT.
 SX0765'0.85 MILE SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SX0765'STATION AT KANASKAT, THENCE 2.85 MILES SOUTHEAST ALONG SE GREEN RIVER
 SX0765'HEADWORKS ROAD, THENCE 0.05 MILE NORTH ALONG A DIRT ROAD, AT THE
 SX0765'TACOMA WATER SUPPLY INTAKE, IN THE TOP OF THE CENTER OF THE CONCRETE
 SX0765'FOUNDATION OF THE WATER INTAKE TRASH RACKS, 37.5 FEET WEST OF THE
 SX0765'SOUTH CORNER OF A 12- BY 20-FOOT METAL BUILDING, 12 FEET
 SX0765'SOUTH-SOUTHWEST OF THE CENTER OF THE EAST ONE OF TWO WATER GATE
 SX0765'VALVES, 8 FEET WEST OF THE EAST END OF A METAL PIPE GUARDRAIL, 2 FEET
 SX0765'SOUTH OF THE SOUTHWEST CORNER OF THE EAST ONE OF TWO 5- BY 7-FOOT
 SX0765'STEEL GRATES, 1.6 FEET NORTH OF A METAL PIPE GUARDRAIL.  SECTION 18, T
 SX0765'21N, R 8E.
 SX0765
 SX0765                          STATION RECOVERY (1982)
 SX0765
 SX0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1245 ***********************************************************************
 SY1245  DESIGNATION -  A 464
 SY1245  PID         -  SY1245
 SY1245  STATE/COUNTY-  WA/MASON
 SY1245  USGS QUAD   -  LILLIWAUP (1985)
 SY1245
 SY1245                         *CURRENT SURVEY CONTROL
 SY1245  ___________________________________________________________________
 SY1245* NAD 83(1986)-  47 26 59.     (N)    123 06 47.     (W)     SCALED    
 SY1245* NAVD 88     -        11.356  (meters)      37.26   (feet)  ADJUSTED  
 SY1245  ___________________________________________________________________
 SY1245  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 SY1245  DYNAMIC HT  -          11.358 (meters)      37.26  (feet)  COMP
 SY1245  MODELED GRAV-     980,810.1   (mgal)                       NAVD 88
 SY1245
 SY1245  VERT ORDER  -  FIRST     CLASS I
 SY1245
 SY1245.The horizontal coordinates were scaled from a topographic map and have
 SY1245.an estimated accuracy of +/- 6 seconds.
 SY1245
 SY1245.The orthometric height was determined by differential leveling
 SY1245.and adjusted by the National Geodetic Survey in June 1991..
 SY1245
 SY1245.The geoid height was determined by GEOID03.
 SY1245
 SY1245.The dynamic height is computed by dividing the NAVD 88
 SY1245.geopotential number by the normal gravity value computed on the
 SY1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1245.degrees latitude (g = 980.6199 gals.).
 SY1245
 SY1245.The modeled gravity was interpolated from observed gravity values.
 SY1245
 SY1245;                    North         East    Units  Estimated Accuracy
 SY1245;SPC WA S     -   238,510.      302,970.      MT  (+/- 180 meters Scaled)
 SY1245
 SY1245                          SUPERSEDED SURVEY CONTROL
 SY1245
 SY1245  NGVD 29 (??/??/??)   10.285  (m)           33.74   (f) ADJUSTED    1 1
 SY1245
 SY1245.Superseded values are not recommended for survey control.
 SY1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1245.See file dsdata.txt to determine how the superseded data were derived.
 SY1245
 SY1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT914551(NAD 83)
 SY1245_MARKER: DB = BENCH MARK DISK
 SY1245_SETTING: 66 = SET IN ROCK OUTCROP
 SY1245_SP_SET: OUTCROP
 SY1245_STAMPING: A 464 1973
 SY1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY1245+STABILITY: POSITION/ELEVATION WELL
 SY1245
 SY1245  HISTORY     - Date     Condition        Report By
 SY1245  HISTORY     - 1973     MONUMENTED       NGS
 SY1245  HISTORY     - 1983     GOOD             USPSQD
 SY1245  HISTORY     - 1987     GOOD             USPSQD
 SY1245  HISTORY     - 1988     GOOD             USPSQD
 SY1245  HISTORY     - 1989     GOOD             USPSQD
 SY1245  HISTORY     - 1990     GOOD             USPSQD
 SY1245
 SY1245                          STATION DESCRIPTION
 SY1245
 SY1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1245'0.9 MI S FROM LILLIWAUP.
 SY1245'0.9 MILE SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1245'LILLIWAUP, AT THE SOUTHWEST END OF A CURVE, SET VERTICALLY IN THE
 SY1245'SOUTHEAST FACE OF AN OUTCROP IN A CUT, 109.9 FEET WEST AND ACROSS THE
 SY1245'HIGHWAY FROM THE SOUTHWEST CORNER OF A PRIVATE GARAGE, 21.5 FEET
 SY1245'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTHWEST OF THE
 SY1245'NORTHEAST END OF THE OUTCROP, 155 FEET NORTHEAST OF BENCH MARK D 16,
 SY1245'104. 2 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER
 SY1245'OF A HOUSE, ABOUT 4 FEET HIGHER THAN THE HIGHWAY AND 3.5 FEET ABOVE
 SY1245'THE GROUND.  SECTION 30, T 23N, R 3W.
 SY1245
 SY1245                          STATION RECOVERY (1983)
 SY1245
 SY1245'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1245'RECOVERED IN GOOD CONDITION.
 SY1245
 SY1245                          STATION RECOVERY (1987)
 SY1245
 SY1245'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1245'RECOVERED IN GOOD CONDITION.
 SY1245
 SY1245                          STATION RECOVERY (1988)
 SY1245
 SY1245'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1245'RECOVERED IN GOOD CONDITION.
 SY1245
 SY1245                          STATION RECOVERY (1989)
 SY1245
 SY1245'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1245'RECOVERED IN GOOD CONDITION.
 SY1245
 SY1245                          STATION RECOVERY (1990)
 SY1245
 SY1245'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1194 ***********************************************************************
 SY1194  DESIGNATION -  A 465
 SY1194  PID         -  SY1194
 SY1194  STATE/COUNTY-  WA/JEFFERSON
 SY1194  USGS QUAD   -  BRINNON (1985)
 SY1194
 SY1194                         *CURRENT SURVEY CONTROL
 SY1194  ___________________________________________________________________
 SY1194* NAD 83(1986)-  47 38 56.     (N)    122 56 05.     (W)     SCALED    
 SY1194* NAVD 88     -         6.695  (meters)      21.97   (feet)  ADJUSTED  
 SY1194  ___________________________________________________________________
 SY1194  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SY1194  DYNAMIC HT  -           6.696 (meters)      21.97  (feet)  COMP
 SY1194  MODELED GRAV-     980,840.1   (mgal)                       NAVD 88
 SY1194
 SY1194  VERT ORDER  -  FIRST     CLASS I
 SY1194
 SY1194.The horizontal coordinates were scaled from a topographic map and have
 SY1194.an estimated accuracy of +/- 6 seconds.
 SY1194
 SY1194.The orthometric height was determined by differential leveling
 SY1194.and adjusted by the National Geodetic Survey in June 1991..
 SY1194
 SY1194.The geoid height was determined by GEOID03.
 SY1194
 SY1194.The dynamic height is computed by dividing the NAVD 88
 SY1194.geopotential number by the normal gravity value computed on the
 SY1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1194.degrees latitude (g = 980.6199 gals.).
 SY1194
 SY1194.The modeled gravity was interpolated from observed gravity values.
 SY1194
 SY1194;                    North         East    Units  Estimated Accuracy
 SY1194;SPC WA N     -    74,300.      342,150.      MT  (+/- 180 meters Scaled)
 SY1194
 SY1194                          SUPERSEDED SURVEY CONTROL
 SY1194
 SY1194  NGVD 29 (??/??/??)    5.609  (m)           18.40   (f) ADJUSTED    1 1
 SY1194
 SY1194.Superseded values are not recommended for survey control.
 SY1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1194.See file dsdata.txt to determine how the superseded data were derived.
 SY1194
 SY1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET049772(NAD 83)
 SY1194_MARKER: DB = BENCH MARK DISK
 SY1194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1194_SP_SET: GUARDRAIL
 SY1194_STAMPING: A 465 1973
 SY1194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1194
 SY1194  HISTORY     - Date     Condition        Report By
 SY1194  HISTORY     - 1973     MONUMENTED       NGS
 SY1194  HISTORY     - 1987     GOOD             USPSQD
 SY1194
 SY1194                          STATION DESCRIPTION
 SY1194
 SY1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1194'3.5 MI S FROM BRINNON.
 SY1194'3.5 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE DOSEWALLIPS RIVER
 SY1194'BRIDGE AT BRINNON, AT A CONCRETE ARCH HIGHWAY BRIDGE OVER DUCKABUSH
 SY1194'RIVER, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 SY1194'THE NORTH END OF THE EAST CONCRETE WALKWAY (DIRECTLY OVER THE NORTH
 SY1194'ABUTMENT), 0.6 FOOT SOUTH OF THE NORTH END OF THE EAST WALKWAY, 1.6
 SY1194'FEET WEST OF THE WEST FACE OF THE EAST CONCRETE GUARDRAIL, AND ABOUT 1
 SY1194'FOOT HIGHER THAN THE HIGHWAY.  SECTION 21, T25N, R2W.
 SY1194
 SY1194                          STATION RECOVERY (1987)
 SY1194
 SY1194'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0597 ***********************************************************************
 TR0597  DESIGNATION -  A 466
 TR0597  PID         -  TR0597
 TR0597  STATE/COUNTY-  WA/JEFFERSON
 TR0597  USGS QUAD   -  GARDINER (1985)
 TR0597
 TR0597                         *CURRENT SURVEY CONTROL
 TR0597  ___________________________________________________________________
 TR0597* NAD 83(1986)-  48 02 59.     (N)    122 55 17.     (W)     SCALED    
 TR0597* NAVD 88     -        86.102  (meters)     282.49   (feet)  ADJUSTED  
 TR0597  ___________________________________________________________________
 TR0597  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TR0597  DYNAMIC HT  -          86.122 (meters)     282.55  (feet)  COMP
 TR0597  MODELED GRAV-     980,847.4   (mgal)                       NAVD 88
 TR0597
 TR0597  VERT ORDER  -  FIRST     CLASS I
 TR0597
 TR0597.The horizontal coordinates were scaled from a topographic map and have
 TR0597.an estimated accuracy of +/- 6 seconds.
 TR0597
 TR0597.The orthometric height was determined by differential leveling
 TR0597.and adjusted by the National Geodetic Survey in June 1991..
 TR0597
 TR0597.The geoid height was determined by GEOID03.
 TR0597
 TR0597.The dynamic height is computed by dividing the NAVD 88
 TR0597.geopotential number by the normal gravity value computed on the
 TR0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0597.degrees latitude (g = 980.6199 gals.).
 TR0597
 TR0597.The modeled gravity was interpolated from observed gravity values.
 TR0597
 TR0597;                    North         East    Units  Estimated Accuracy
 TR0597;SPC WA N     -   118,820.      344,360.      MT  (+/- 180 meters Scaled)
 TR0597
 TR0597                          SUPERSEDED SURVEY CONTROL
 TR0597
 TR0597  NGVD 29 (??/??/??)   84.970  (m)          278.77   (f) ADJUSTED    1 1
 TR0597
 TR0597.Superseded values are not recommended for survey control.
 TR0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0597.See file dsdata.txt to determine how the superseded data were derived.
 TR0597
 TR0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU058218(NAD 83)
 TR0597_MARKER: DB = BENCH MARK DISK
 TR0597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0597_SP_SET: FOUNDATION
 TR0597_STAMPING: A 466 1974
 TR0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0597
 TR0597  HISTORY     - Date     Condition        Report By
 TR0597  HISTORY     - 1974     MONUMENTED       NGS
 TR0597
 TR0597                          STATION DESCRIPTION
 TR0597
 TR0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0597'11.45 MI E FROM SEQUIM.
 TR0597'11.45 MILES EAST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF SEQUIM
 TR0597'AVENUE AT SEQUIM, 0.05 MILE WEST OF HIGHWAY MILEPOST 276, AT THE
 TR0597'GARDINER STORE AND POST OFFICE BUILDING, 84 FEET NORTH OF THE CENTER
 TR0597'LINE OF THE HIGHWAY, VERTICALLY IN THE SOUTH FACE OF SOUTH CONCRETE
 TR0597'BUILDING FOUNDATION, 30.5 FEET EAST OF THE SOUTHWEST CORNER OF THE
 TR0597'BUILDING, 66 FEET WEST OF THE CENTER OFTHE ENTRANCE DOOR TO THE POST
 TR0597'OFFICE, 34.9 FEET EAST OF THE SOUTHEAST CORNER OF A LARGE CONCRETE
 TR0597'BLOCK BUILDING, 0.7 FOOT WEST OF THE WEST EDGE OF A DOOR, ABOUT 1/2
 TR0597'FOOT HIGHER THAN THE CONCRETE DRIVEWAY, AND ABOUT LEVEL WITH THE
 TR0597'HIGHWAY.  SECTION 34, T 30N, R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0814 ***********************************************************************
 TR0814  DESIGNATION -  A 467
 TR0814  PID         -  TR0814
 TR0814  STATE/COUNTY-  WA/CLALLAM
 TR0814  USGS QUAD   -  MORSE CREEK (1985)
 TR0814
 TR0814                         *CURRENT SURVEY CONTROL
 TR0814  ___________________________________________________________________
 TR0814* NAD 83(1986)-  48 05 48.     (N)    123 19 05.     (W)     SCALED    
 TR0814* NAVD 88     -       101.581  (meters)     333.27   (feet)  ADJUSTED  
 TR0814  ___________________________________________________________________
 TR0814  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 TR0814  DYNAMIC HT  -         101.604 (meters)     333.35  (feet)  COMP
 TR0814  MODELED GRAV-     980,837.1   (mgal)                       NAVD 88
 TR0814
 TR0814  VERT ORDER  -  FIRST     CLASS I
 TR0814
 TR0814.The horizontal coordinates were scaled from a topographic map and have
 TR0814.an estimated accuracy of +/- 6 seconds.
 TR0814
 TR0814.The orthometric height was determined by differential leveling
 TR0814.and adjusted by the National Geodetic Survey in June 1991..
 TR0814
 TR0814.The geoid height was determined by GEOID03.
 TR0814
 TR0814.The dynamic height is computed by dividing the NAVD 88
 TR0814.geopotential number by the normal gravity value computed on the
 TR0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0814.degrees latitude (g = 980.6199 gals.).
 TR0814
 TR0814.The modeled gravity was interpolated from observed gravity values.
 TR0814
 TR0814;                    North         East    Units  Estimated Accuracy
 TR0814;SPC WA N     -   124,920.      314,970.      MT  (+/- 180 meters Scaled)
 TR0814
 TR0814                          SUPERSEDED SURVEY CONTROL
 TR0814
 TR0814  NGVD 29 (??/??/??)  100.448  (m)          329.55   (f) ADJUSTED    1 1
 TR0814
 TR0814.Superseded values are not recommended for survey control.
 TR0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0814.See file dsdata.txt to determine how the superseded data were derived.
 TR0814
 TR0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU763270(NAD 83)
 TR0814_MARKER: DB = BENCH MARK DISK
 TR0814_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TR0814+WITH SETTING: INTO GROUND
 TR0814_STAMPING: A 467 1974
 TR0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0814+STABILITY: SURFACE MOTION
 TR0814
 TR0814  HISTORY     - Date     Condition        Report By
 TR0814  HISTORY     - 1974     MONUMENTED       NGS
 TR0814  HISTORY     - 19910703 GOOD             USPSQD
 TR0814  HISTORY     - 19910713 GOOD             USPSQD
 TR0814
 TR0814                          STATION DESCRIPTION
 TR0814
 TR0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0814'6.3 MI E FROM PORT ANGELES.
 TR0814'6.3 MILES EAST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF LINCOLN
 TR0814'STREET AT PORT ANGELES, 0.25 MILE EAST OF THE JUNCTION OF LAKE FARM
 TR0814'ROAD, AT THE JUNCTION OF A PRIVATE GRAVELED DRIVE LEADING NORTH, 80
 TR0814'1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 9 FEET EAST OF THE
 TR0814'CENTER LINE OF THE DRIVE, 1 1/2 FEET NORTH OF POWER LINE POLE
 TR0814'10-2674N-1 WITH A GUY WIRE, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT
 TR0814'1/2 FOOT LOWER THAN THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH
 TR0814'COPPER COATED STEEL ROD WHICH IS 4 FEET LONG AND HAS A BASE PLATE
 TR0814'ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN CONCRETE
 TR0814'PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION 15, T 30N, R 5W.
 TR0814
 TR0814                          STATION RECOVERY (1991)
 TR0814
 TR0814'RECOVERY NOTE BY US POWER SQUADRON 1991 (PES)
 TR0814'RECOVERED IN GOOD CONDITION.
 TR0814
 TR0814                          STATION RECOVERY (1991)
 TR0814
 TR0814'RECOVERY NOTE BY US POWER SQUADRON 1991 (PES)
 TR0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0925 ***********************************************************************
 TR0925  DESIGNATION -  A 468
 TR0925  PID         -  TR0925
 TR0925  STATE/COUNTY-  WA/CLALLAM
 TR0925  USGS QUAD   -  LAKE SUTHERLAND (1985)
 TR0925
 TR0925                         *CURRENT SURVEY CONTROL
 TR0925  ___________________________________________________________________
 TR0925* NAD 83(1986)-  48 07 03.     (N)    123 38 56.     (W)     SCALED    
 TR0925* NAVD 88     -       108.003  (meters)     354.34   (feet)  ADJUSTED  
 TR0925  ___________________________________________________________________
 TR0925  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 TR0925  DYNAMIC HT  -         108.030 (meters)     354.43  (feet)  COMP
 TR0925  MODELED GRAV-     980,858.2   (mgal)                       NAVD 88
 TR0925
 TR0925  VERT ORDER  -  FIRST     CLASS I
 TR0925
 TR0925.The horizontal coordinates were scaled from a topographic map and have
 TR0925.an estimated accuracy of +/- 6 seconds.
 TR0925
 TR0925.The orthometric height was determined by differential leveling
 TR0925.and adjusted by the National Geodetic Survey in June 1991..
 TR0925
 TR0925.The geoid height was determined by GEOID03.
 TR0925
 TR0925.The dynamic height is computed by dividing the NAVD 88
 TR0925.geopotential number by the normal gravity value computed on the
 TR0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0925.degrees latitude (g = 980.6199 gals.).
 TR0925
 TR0925.The modeled gravity was interpolated from observed gravity values.
 TR0925
 TR0925;                    North         East    Units  Estimated Accuracy
 TR0925;SPC WA N     -   128,080.      290,430.      MT  (+/- 180 meters Scaled)
 TR0925
 TR0925                          SUPERSEDED SURVEY CONTROL
 TR0925
 TR0925  NGVD 29 (??/??/92)  106.883  (m)          350.67   (f) ADJ UNCH    1 1
 TR0925
 TR0925.Superseded values are not recommended for survey control.
 TR0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0925.See file dsdata.txt to determine how the superseded data were derived.
 TR0925
 TR0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU517295(NAD 83)
 TR0925_MARKER: DB = BENCH MARK DISK
 TR0925_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TR0925+WITH SETTING: INTO GROUND
 TR0925_STAMPING: A 468 1974
 TR0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0925+STABILITY: SURFACE MOTION
 TR0925
 TR0925  HISTORY     - Date     Condition        Report By
 TR0925  HISTORY     - 1974     MONUMENTED       NGS
 TR0925  HISTORY     - 1988     GOOD             USPSQD
 TR0925  HISTORY     - 1989     GOOD             USPSQD
 TR0925  HISTORY     - 19910716 GOOD             USPSQD
 TR0925
 TR0925                          STATION DESCRIPTION
 TR0925
 TR0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0925'4.25 MI SE FROM JOYCE.
 TR0925'ABOUT 4.25 MILES SOUTHEAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION
 TR0925'OF AGATE BEACH ROAD AT JOYCE, 0.05 MILE WEST OF THE JUNCTION OF A
 TR0925'PRIVATE DRIVE LEADING SOUTH, AT THE JUNCTION OF A PRIVATE DRIVE
 TR0925'LEADING SOUTH, 26 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 59
 TR0925'FEET EAST OF THE CENTER LINE OF DRIVE SOUTH, 7 FEET EAST OF TELEPHONE
 TR0925'CABLE BOX 169, 9 1/2 FEET NORTHWEST OF A FENCH CORNER POST, 1 1/2 FEET
 TR0925'EAST OF A T JUNCTION POWER LINE POLE, 1.5 FEET WEST OF A METAL WITNESS
 TR0925'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS A DISK ON
 TR0925'TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD WITH BASE PLATE. THE
 TR0925'DISK IS FLUSH WITH THE GROUND AND IS PROTECTED BY A 4-INCH PIPE
 TR0925'REINFORCED WITH CONCRETE NEAR THE TOP.  SEC 1 T 30N R 8W.
 TR0925
 TR0925                          STATION RECOVERY (1988)
 TR0925
 TR0925'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWB)
 TR0925'RECOVERED IN GOOD CONDITION.
 TR0925
 TR0925                          STATION RECOVERY (1989)
 TR0925
 TR0925'RECOVERY NOTE BY US POWER SQUADRON 1989 (PES)
 TR0925'RECOVERED IN GOOD CONDITION.
 TR0925
 TR0925                          STATION RECOVERY (1991)
 TR0925
 TR0925'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0073 ***********************************************************************
 TS0073  DESIGNATION -  A 469
 TS0073  PID         -  TS0073
 TS0073  STATE/COUNTY-  WA/CLALLAM
 TS0073  USGS QUAD   -  PYSHT (1984)
 TS0073
 TS0073                         *CURRENT SURVEY CONTROL
 TS0073  ___________________________________________________________________
 TS0073* NAD 83(1986)-  48 10 16.     (N)    124 00 48.     (W)     SCALED    
 TS0073* NAVD 88     -         5.598  (meters)      18.37   (feet)  ADJUSTED  
 TS0073  ___________________________________________________________________
 TS0073  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 TS0073  DYNAMIC HT  -           5.599 (meters)      18.37  (feet)  COMP
 TS0073  MODELED GRAV-     980,873.8   (mgal)                       NAVD 88
 TS0073
 TS0073  VERT ORDER  -  FIRST     CLASS I
 TS0073
 TS0073.The horizontal coordinates were scaled from a topographic map and have
 TS0073.an estimated accuracy of +/- 6 seconds.
 TS0073
 TS0073.The orthometric height was determined by differential leveling
 TS0073.and adjusted by the National Geodetic Survey in June 1991..
 TS0073
 TS0073.The geoid height was determined by GEOID03.
 TS0073
 TS0073.The dynamic height is computed by dividing the NAVD 88
 TS0073.geopotential number by the normal gravity value computed on the
 TS0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0073.degrees latitude (g = 980.6199 gals.).
 TS0073
 TS0073.The modeled gravity was interpolated from observed gravity values.
 TS0073
 TS0073;                    North         East    Units  Estimated Accuracy
 TS0073;SPC WA N     -   135,090.      263,560.      MT  (+/- 180 meters Scaled)
 TS0073
 TS0073                          SUPERSEDED SURVEY CONTROL
 TS0073
 TS0073  NGVD 29 (??/??/92)    4.478  (m)           14.69   (f) ADJ UNCH    1 1
 TS0073
 TS0073.Superseded values are not recommended for survey control.
 TS0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0073.See file dsdata.txt to determine how the superseded data were derived.
 TS0073
 TS0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU246358(NAD 83)
 TS0073_MARKER: DB = BENCH MARK DISK
 TS0073_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TS0073+WITH SETTING: INTO GROUND
 TS0073_STAMPING: A 469 1974
 TS0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0073+STABILITY: SURFACE MOTION
 TS0073
 TS0073  HISTORY     - Date     Condition        Report By
 TS0073  HISTORY     - 1974     MONUMENTED       NGS
 TS0073  HISTORY     - 1979     GOOD             NGS
 TS0073
 TS0073                          STATION DESCRIPTION
 TS0073
 TS0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0073'6.6 MI E FROM PYSHT.
 TS0073'ABOUT 6.6 MILES EAST ALONG STATE HIGHWAY 112 FROM THE ROAD JUNCTION AT
 TS0073'PYSHT, 15 POLES EAST OF HIGHWAY MILEPOST 35, AT THE WEST END OF A LONG
 TS0073'TURN-OUT FOR HIGHWAY TRAFFIC, AT A SMALL CREEK, 17 1/2 FEET NORTH OF
 TS0073'THE CENTER LINE OF THE HIGHWAY, 53.8 FEET EAST-SOUTHEAST OF THE NORTH
 TS0073'END OF A 48-INCH PIPE CULVERT UNDER THE HIGHWAY, 2 FEET WEST OF A
 TS0073'TELEPHONE POLE, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 TS0073'WITH THE HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER
 TS0073'COATED STEEL ROD WITH BASE PLATE ATTACHED.  THE DISK IS FLUSH WITH THE
 TS0073'GROUND AND IS PROTECTED BY A 4-INCH PLASTIC PIPE WHICH PROJECTS 0.2
 TS0073'FOOT AND IS REINFORCED WITH CONCRETE NEAR THE SURFACE. SEC. 20 T 31N R
 TS0073'10W.
 TS0073
 TS0073                          STATION RECOVERY (1979)
 TS0073
 TS0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TS0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0345 ***********************************************************************
 TS0345  DESIGNATION -  A 469 RESET
 TS0345  PID         -  TS0345
 TS0345  STATE/COUNTY-  WA/CLALLAM
 TS0345  USGS QUAD   -  PYSHT (1984)
 TS0345
 TS0345                         *CURRENT SURVEY CONTROL
 TS0345  ___________________________________________________________________
 TS0345* NAD 83(1986)-  48 10 16.     (N)    124 00 48.     (W)     SCALED    
 TS0345* NAVD 88     -         3.38   (meters)      11.1    (feet)  RESET     
 TS0345  ___________________________________________________________________
 TS0345  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 TS0345
 TS0345  VERT ORDER  -  THIRD
 TS0345
 TS0345.The horizontal coordinates were scaled from a topographic map and have
 TS0345.an estimated accuracy of +/- 6 seconds.
 TS0345
 TS0345.The orthometric height was computed from unverified reset data.
 TS0345
 TS0345.The geoid height was determined by GEOID03.
 TS0345
 TS0345;                    North         East    Units  Estimated Accuracy
 TS0345;SPC WA N     -   135,090.      263,560.      MT  (+/- 180 meters Scaled)
 TS0345
 TS0345                          SUPERSEDED SURVEY CONTROL
 TS0345
 TS0345  NGVD 29 (12/17/02)    2.26   (m)            7.4    (f) RESET       3  
 TS0345
 TS0345.Superseded values are not recommended for survey control.
 TS0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0345.See file dsdata.txt to determine how the superseded data were derived.
 TS0345
 TS0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU246358(NAD 83)
 TS0345_MARKER: DV = VERTICAL CONTROL DISK
 TS0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TS0345_SP_SET: CONCRETE POST
 TS0345_STAMPING: A 469 RESET 1979
 TS0345_MARK LOGO: NGS   
 TS0345_MAGNETIC: N = NO MAGNETIC MATERIAL
 TS0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0345+STABILITY: SURFACE MOTION
 TS0345
 TS0345  HISTORY     - Date     Condition        Report By
 TS0345  HISTORY     - 1979     MONUMENTED       NGS
 TS0345
 TS0345                          STATION DESCRIPTION
 TS0345
 TS0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TS0345'6.6 MILES (10.6 KM) EAST ALONG STATE HIGHWAY 112 FROM THE
 TS0345'INTERSECTION IN PYSHT, 15 POLES EAST OF MILEPOST 35 AT THE NORTHWEST
 TS0345'END OF A 48-INCH METAL CULVERT UNDER THE HIGHWAY, 44 FEET (13.4 M)
 TS0345'NORTH OF THE CENTER OF THE HIGHWAY, 18 FEET (5.5 M) NORTHWEST OF THE
 TS0345'NORTH END OF THE CULVERT, 3 FEET (0.9 M) SOUTH OF A LARGE LOG
 TS0345'LETTERED BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0143 ***********************************************************************
 TS0143  DESIGNATION -  A 470
 TS0143  PID         -  TS0143
 TS0143  STATE/COUNTY-  WA/CLALLAM
 TS0143  USGS QUAD   -  NEAH BAY (1984)
 TS0143
 TS0143                         *CURRENT SURVEY CONTROL
 TS0143  ___________________________________________________________________
 TS0143* NAD 83(1986)-  48 21 27.     (N)    124 33 42.     (W)     SCALED    
 TS0143* NAVD 88     -         9.326  (meters)      30.60   (feet)  ADJUSTED  
 TS0143  ___________________________________________________________________
 TS0143  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 TS0143  DYNAMIC HT  -           9.329 (meters)      30.61  (feet)  COMP
 TS0143  MODELED GRAV-     980,900.5   (mgal)                       NAVD 88
 TS0143
 TS0143  VERT ORDER  -  FIRST     CLASS I
 TS0143
 TS0143.The horizontal coordinates were scaled from a topographic map and have
 TS0143.an estimated accuracy of +/- 6 seconds.
 TS0143
 TS0143.The orthometric height was determined by differential leveling
 TS0143.and adjusted by the National Geodetic Survey in June 1991..
 TS0143
 TS0143.The geoid height was determined by GEOID03.
 TS0143
 TS0143.The dynamic height is computed by dividing the NAVD 88
 TS0143.geopotential number by the normal gravity value computed on the
 TS0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0143.degrees latitude (g = 980.6199 gals.).
 TS0143
 TS0143.The modeled gravity was interpolated from observed gravity values.
 TS0143
 TS0143;                    North         East    Units  Estimated Accuracy
 TS0143;SPC WA N     -   157,620.      223,820.      MT  (+/- 180 meters Scaled)
 TS0143
 TS0143                          SUPERSEDED SURVEY CONTROL
 TS0143
 TS0143  NGVD 29 (??/??/92)    8.190  (m)           26.87   (f) ADJ UNCH    1 1
 TS0143
 TS0143.Superseded values are not recommended for survey control.
 TS0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0143.See file dsdata.txt to determine how the superseded data were derived.
 TS0143
 TS0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU843572(NAD 83)
 TS0143_MARKER: DB = BENCH MARK DISK
 TS0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TS0143_SP_SET: BRIDGE ABUTMENT
 TS0143_STAMPING: A 470 1974
 TS0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TS0143
 TS0143  HISTORY     - Date     Condition        Report By
 TS0143  HISTORY     - 1974     MONUMENTED       NGS
 TS0143
 TS0143                          STATION DESCRIPTION
 TS0143
 TS0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0143'3.2 MI E FROM NEAH BAY.
 TS0143'ABOUT 3.2 MILES EAST ALONG BAYVIEW AVENUE FROM THE POST OFFICE AT NEAH
 TS0143'BAY, AT THE HIGHWAY BRIDGE ACROSS SAIL RIVER, 14 1/2 FEET SOUTH OF THE
 TS0143'CENTER LINE OF THE AVENUE, SET IN THE TOP OF THE SOUTH END OF THE EAST
 TS0143'CONCRETE BRIDGE ABUTMENT, 0.3 FOOT NORTH OF THE SOUTH END OF ABUTMENT
 TS0143'AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 18, T 33N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0789 ***********************************************************************
 TR0789  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0789  DESIGNATION -  A 471
 TR0789  PID         -  TR0789
 TR0789  STATE/COUNTY-  WA/CLALLAM
 TR0789  USGS QUAD   -  EDIZ HOOK (1978)
 TR0789
 TR0789                         *CURRENT SURVEY CONTROL
 TR0789  ___________________________________________________________________
 TR0789* NAD 83(1986)-  48 07 37.     (N)    123 27 33.     (W)     SCALED    
 TR0789* NAVD 88     -         4.285  (meters)      14.06   (feet)  ADJUSTED  
 TR0789  ___________________________________________________________________
 TR0789  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 TR0789  DYNAMIC HT  -           4.286 (meters)      14.06  (feet)  COMP
 TR0789  MODELED GRAV-     980,866.4   (mgal)                       NAVD 88
 TR0789
 TR0789  VERT ORDER  -  FIRST     CLASS I
 TR0789
 TR0789.The horizontal coordinates were scaled from a topographic map and have
 TR0789.an estimated accuracy of +/- 6 seconds.
 TR0789
 TR0789.The orthometric height was determined by differential leveling
 TR0789.and adjusted by the National Geodetic Survey in June 1991..
 TR0789
 TR0789.This Tidal Bench Mark is designated as VM 1117
 TR0789.by the Center for Operational Oceanographic Products and Services.
 TR0789
 TR0789.The geoid height was determined by GEOID03.
 TR0789
 TR0789.The dynamic height is computed by dividing the NAVD 88
 TR0789.geopotential number by the normal gravity value computed on the
 TR0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0789.degrees latitude (g = 980.6199 gals.).
 TR0789
 TR0789.The modeled gravity was interpolated from observed gravity values.
 TR0789
 TR0789;                    North         East    Units  Estimated Accuracy
 TR0789;SPC WA N     -   128,630.      304,580.      MT  (+/- 180 meters Scaled)
 TR0789
 TR0789                          SUPERSEDED SURVEY CONTROL
 TR0789
 TR0789  NGVD 29 (??/??/92)    3.161  (m)           10.37   (f) ADJ UNCH    1 1
 TR0789
 TR0789.Superseded values are not recommended for survey control.
 TR0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0789.See file dsdata.txt to determine how the superseded data were derived.
 TR0789
 TR0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU658305(NAD 83)
 TR0789_MARKER: DV = VERTICAL CONTROL DISK
 TR0789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0789_SP_SET: BUILDING FOUNDATION
 TR0789_STAMPING: A 471 1974
 TR0789_MARK LOGO: NGS   
 TR0789_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0789
 TR0789  HISTORY     - Date     Condition        Report By
 TR0789  HISTORY     - 1974     MONUMENTED       NGS
 TR0789  HISTORY     - 1981     GOOD             NGS
 TR0789  HISTORY     - 19870716 GOOD             NGS
 TR0789  HISTORY     - 1989     GOOD             USPSQD
 TR0789  HISTORY     - 19910716 GOOD             USPSQD
 TR0789
 TR0789                          STATION DESCRIPTION
 TR0789
 TR0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0789'IN PORT ANGELES.
 TR0789'AT PORT ANGELES, ABOUT 0.65 MILE NORTHWEST ALONG MARINE DRIVE FROM THE
 TR0789'JUNCTION OF TUMWATER STREET, 0.2 MILE SOUTHEAST OF THE JUNCTION OF
 TR0789'HILL STREET, 0.1 MILE NORTHWEST OF THE JUNCTION OF A DRIVE LEADING
 TR0789'NORTH TO A PUBLIC BOAT RAMP, 76 1/2 FEET NORTHEAST OF THE CENTER LINE
 TR0789'OF MARINE DRIVE, 61.8 FEET SOUTHEAST OF THE WEST CORNER OF A LARGE
 TR0789'METAL CONSTRUCTED WAREHOUSE BUILDING, SET VERTICALLY IN THE SOUTHWEST
 TR0789'FACE OF CONCRETE FOUNDATION FOR BUILDING, 12.4 FEET NORTHWEST OF THE
 TR0789'NORTHWEST EDGE OF NORTHWEST ONE OF FOUR DOORS ALONG THE SOUTHWEST SIDE
 TR0789'OF BUILDING, 11.8 FEET NORTHWEST OF THE NORTHWEST END OF A SMALL
 TR0789'CONCRETE LOADING DOCK, 7.1 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 TR0789'MILWAUKEE RAILROAD SIDE TRACK, ABOUT 1 FOOT LOWER THAN THE LEVEL OF
 TR0789'THE DRIVE AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
 TR0789
 TR0789                          STATION RECOVERY (1981)
 TR0789
 TR0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TR0789'RECOVERED IN GOOD CONDITION.
 TR0789
 TR0789                          STATION RECOVERY (1987)
 TR0789
 TR0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 TR0789'RECOVERED IN GOOD CONDITION.
 TR0789
 TR0789                          STATION RECOVERY (1989)
 TR0789
 TR0789'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLS)
 TR0789'RECOVERED IN GOOD CONDITION.
 TR0789
 TR0789                          STATION RECOVERY (1991)
 TR0789
 TR0789'RECOVERY NOTE BY US POWER SQUADRON 1991 (PES)
 TR0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0016 ***********************************************************************
 TS0016  DESIGNATION -  A 472
 TS0016  PID         -  TS0016
 TS0016  STATE/COUNTY-  WA/CLALLAM
 TS0016  USGS QUAD   -  LAKE PLEASANT (1984)
 TS0016
 TS0016                         *CURRENT SURVEY CONTROL
 TS0016  ___________________________________________________________________
 TS0016* NAD 83(1986)-  48 03 50.     (N)    124 18 32.     (W)     SCALED    
 TS0016* NAVD 88     -       153.774  (meters)     504.51   (feet)  ADJUSTED  
 TS0016  ___________________________________________________________________
 TS0016  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 TS0016  DYNAMIC HT  -         153.805 (meters)     504.61  (feet)  COMP
 TS0016  MODELED GRAV-     980,807.6   (mgal)                       NAVD 88
 TS0016
 TS0016  VERT ORDER  -  FIRST     CLASS I
 TS0016
 TS0016.The horizontal coordinates were scaled from a topographic map and have
 TS0016.an estimated accuracy of +/- 6 seconds.
 TS0016
 TS0016.The orthometric height was determined by differential leveling
 TS0016.and adjusted by the National Geodetic Survey in June 1991..
 TS0016
 TS0016.The geoid height was determined by GEOID03.
 TS0016
 TS0016.The dynamic height is computed by dividing the NAVD 88
 TS0016.geopotential number by the normal gravity value computed on the
 TS0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0016.degrees latitude (g = 980.6199 gals.).
 TS0016
 TS0016.The modeled gravity was interpolated from observed gravity values.
 TS0016
 TS0016;                    North         East    Units  Estimated Accuracy
 TS0016;SPC WA N     -   124,130.      241,060.      MT  (+/- 180 meters Scaled)
 TS0016
 TS0016                          SUPERSEDED SURVEY CONTROL
 TS0016
 TS0016  NGVD 29 (??/??/92)  152.663  (m)          500.86   (f) ADJ UNCH    1 1
 TS0016
 TS0016.Superseded values are not recommended for survey control.
 TS0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0016.See file dsdata.txt to determine how the superseded data were derived.
 TS0016
 TS0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU024242(NAD 83)
 TS0016_MARKER: DV = VERTICAL CONTROL DISK
 TS0016_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TS0016_SP_SET: BRIDGE ABUTMENT
 TS0016_STAMPING: A 472 1974
 TS0016_MARK LOGO: NGS   
 TS0016_MAGNETIC: N = NO MAGNETIC MATERIAL
 TS0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TS0016
 TS0016  HISTORY     - Date     Condition        Report By
 TS0016  HISTORY     - 1974     MONUMENTED       NGS
 TS0016  HISTORY     - 19910710 GOOD             USPSQD
 TS0016  HISTORY     - 19950620 GOOD             WADT
 TS0016
 TS0016                          STATION DESCRIPTION
 TS0016
 TS0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0016'1.45 MI SW FROM SAPPHO.
 TS0016'ABOUT 1.45 MILES SOUTHWEST ALONG U. S. HIGHWAY 101 FROM THE JUNCTION
 TS0016'OF BURNT MOUNTAIN ROAD AT SAPPHO, AT THE SOUTH ONE OF TWO ENTRANCE
 TS0016'DRIVES LEADING TO LATTER DAY SAINTS CHURCH WHICH FORMERLY SERVED AS
 TS0016'BEAVER SCHOOL, 150 FEET WEST OF THE CENTER LINE OF HIGHWAY, 45 FEET
 TS0016'NORTH OF CENTER LINE OF DRIVE, 24.2 FEET NORTH OF THE SOUTHEAST CORNER
 TS0016'OF BUILDING, 18.7 FEET SOUTH OF THE EXTENDED CENTER OF RECESSED DOOR,
 TS0016'ABOUT 6 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET VERTICALLY IN
 TS0016'EAST FACE OF CONCRETE FOUNDATION OF BUILDING ABOUT 1/2 FOOT ABOVE THE
 TS0016'LEVEL OF THE GROUND.  SECTION 36, T 30N, R 13W.
 TS0016
 TS0016                          STATION RECOVERY (1991)
 TS0016
 TS0016'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLS)
 TS0016'RECOVERED IN GOOD CONDITION.
 TS0016
 TS0016                          STATION RECOVERY (1995)
 TS0016
 TS0016'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 TS0016'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0188 ***********************************************************************
 SD0188  DESIGNATION -  A 473
 SD0188  PID         -  SD0188
 SD0188  STATE/COUNTY-  WA/CLALLAM
 SD0188  USGS QUAD   -  READE HILL (1981)
 SD0188
 SD0188                         *CURRENT SURVEY CONTROL
 SD0188  ___________________________________________________________________
 SD0188* NAD 83(1986)-  47 52 59.     (N)    124 21 23.     (W)     SCALED    
 SD0188* NAVD 88     -        80.934  (meters)     265.53   (feet)  ADJUSTED  
 SD0188  ___________________________________________________________________
 SD0188  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 SD0188  DYNAMIC HT  -          80.949 (meters)     265.58  (feet)  COMP
 SD0188  MODELED GRAV-     980,790.2   (mgal)                       NAVD 88
 SD0188
 SD0188  VERT ORDER  -  FIRST     CLASS I
 SD0188
 SD0188.The horizontal coordinates were scaled from a topographic map and have
 SD0188.an estimated accuracy of +/- 6 seconds.
 SD0188
 SD0188.The orthometric height was determined by differential leveling
 SD0188.and adjusted by the National Geodetic Survey in June 1991..
 SD0188
 SD0188.The geoid height was determined by GEOID03.
 SD0188
 SD0188.The dynamic height is computed by dividing the NAVD 88
 SD0188.geopotential number by the normal gravity value computed on the
 SD0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0188.degrees latitude (g = 980.6199 gals.).
 SD0188
 SD0188.The modeled gravity was interpolated from observed gravity values.
 SD0188
 SD0188;                    North         East    Units  Estimated Accuracy
 SD0188;SPC WA N     -   104,210.      236,600.      MT  (+/- 180 meters Scaled)
 SD0188
 SD0188                          SUPERSEDED SURVEY CONTROL
 SD0188
 SD0188  NGVD 29 (??/??/92)   79.849  (m)          261.97   (f) ADJ UNCH    1 1
 SD0188
 SD0188.Superseded values are not recommended for survey control.
 SD0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0188.See file dsdata.txt to determine how the superseded data were derived.
 SD0188
 SD0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU985041(NAD 83)
 SD0188_MARKER: DB = BENCH MARK DISK
 SD0188_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0188+WITH SETTING: INTO GROUND
 SD0188_STAMPING: A 473 1974
 SD0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0188+STABILITY: SURFACE MOTION
 SD0188
 SD0188  HISTORY     - Date     Condition        Report By
 SD0188  HISTORY     - 1974     MONUMENTED       NGS
 SD0188
 SD0188                          STATION DESCRIPTION
 SD0188
 SD0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0188'6.65 MI SE FROM FORKS.
 SD0188'ABOUT 6.65 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SD0188'THE JUNCTION OF DIVISION STREET AT FORKS, 0.75 MILE SOUTHEAST OF THE
 SD0188'STEEL TRUSS HIGHWAY BRIDGE ACROSS BOGACHIEL RIVER, 0.25 MILE NORTHWEST
 SD0188'OF THE CLALLAM-JEFFERSON COUNTY LINE, 0.2 MILE SOUTHEAST OF THE
 SD0188'JUNCTION OF A GRAVELED ROAD LEADING NORTHEAST, 0.15 MILE (7 TELEPHONE
 SD0188'POLES) SOUTHEAST OF HIGHWAY MILEPOST 185, 31 1/2 FEET SOUTHWEST OF THE
 SD0188'CENTER LINE OF HIGHWAY, 65 FEET WEST-SOUTHWEST OF AND ACROSS THE
 SD0188'HIGHWAY FROM THE 7TH TELEPHONE POLE SOUTHEAST OF HIGHWAY MILEPOST 185,
 SD0188'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON TOP OF A
 SD0188'4-FOOT LENGTH OF COPPER COATED STEEL ROD WITH BASE PLATE ATTACHED. THE
 SD0188'DISK IS 0.2 FOOT BELOW THE SURFACE OF THE GROUND AND IS PROTECTED BY A
 SD0188'4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND AND REINFORCED WITH
 SD0188'CONCRETE NEAR THE SURFACE.  SECTION 34, T 28N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0213 ***********************************************************************
 SD0213  DESIGNATION -  A 474
 SD0213  PID         -  SD0213
 SD0213  STATE/COUNTY-  WA/JEFFERSON
 SD0213  USGS QUAD   -  KALALOCH RIDGE (1982)
 SD0213
 SD0213                         *CURRENT SURVEY CONTROL
 SD0213  ___________________________________________________________________
 SD0213* NAD 83(1986)-  47 44 40.     (N)    124 20 27.     (W)     SCALED    
 SD0213* NAVD 88     -        24.835  (meters)      81.48   (feet)  ADJUSTED  
 SD0213  ___________________________________________________________________
 SD0213  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SD0213  DYNAMIC HT  -          24.839 (meters)      81.49  (feet)  COMP
 SD0213  MODELED GRAV-     980,791.0   (mgal)                       NAVD 88
 SD0213
 SD0213  VERT ORDER  -  FIRST     CLASS I
 SD0213
 SD0213.The horizontal coordinates were scaled from a topographic map and have
 SD0213.an estimated accuracy of +/- 6 seconds.
 SD0213
 SD0213.The orthometric height was determined by differential leveling
 SD0213.and adjusted by the National Geodetic Survey in June 1991..
 SD0213
 SD0213.The geoid height was determined by GEOID03.
 SD0213
 SD0213.The dynamic height is computed by dividing the NAVD 88
 SD0213.geopotential number by the normal gravity value computed on the
 SD0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0213.degrees latitude (g = 980.6199 gals.).
 SD0213
 SD0213.The modeled gravity was interpolated from observed gravity values.
 SD0213
 SD0213;                    North         East    Units  Estimated Accuracy
 SD0213;SPC WA N     -    88,760.      237,060.      MT  (+/- 180 meters Scaled)
 SD0213
 SD0213                          SUPERSEDED SURVEY CONTROL
 SD0213
 SD0213  NGVD 29 (??/??/92)   23.762  (m)           77.96   (f) ADJ UNCH    1 1
 SD0213
 SD0213.Superseded values are not recommended for survey control.
 SD0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0213.See file dsdata.txt to determine how the superseded data were derived.
 SD0213
 SD0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT994887(NAD 83)
 SD0213_MARKER: DV = VERTICAL CONTROL DISK
 SD0213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SD0213_SP_SET: 8 FEET
 SD0213_STAMPING: A 474 1974
 SD0213_MARK LOGO: NGS   
 SD0213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SD0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0213+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1995
 SD0213
 SD0213  HISTORY     - Date     Condition        Report By
 SD0213  HISTORY     - 1974     MONUMENTED       NGS
 SD0213  HISTORY     - 19950907 GOOD             WADT
 SD0213
 SD0213                          STATION DESCRIPTION
 SD0213
 SD0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0213'17.3 MI N FROM QUEETS.
 SD0213'ABOUT 17.3 MILES NORTH ALONG U. S. HIGHWAY 101 FROM THE INTERSECTION
 SD0213'OF QUEETS AVENUE AT QUEETS, AT THE T JUNCTION OF A TRACK ROAD LEADING
 SD0213'NORTHWEST, 29 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20
 SD0213'1/2 FEET SOUTHWEST OF THE CENTER LINE OF TRACK ROAD, 13.2 FEET NORTH
 SD0213'OF THE CENTER OF SOUTHWEST END OF A 12-INCH CORRUGATED METAL PIPE
 SD0213'CULVERT UNDER ROAD, 63 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM
 SD0213'POWER LINE POLE 2850, 1 1/2 FEET SOUTHWEST OF A GUY POLE, 1.7 FEET
 SD0213'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS
 SD0213'A DISK ON TOP OF A COPPER COATED STEEL ROD 0.1 FOOT BELOW THE SURFACE
 SD0213'OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 0.2
 SD0213'FOOT AND REINFORCED WITH CONCRETE NEAR THE SURFACE. THE ROD WAS DRIVEN
 SD0213'8 FEET TO SUDDEN REFUSAL.  SECTION 23, T 26N, R 13W.
 SD0213
 SD0213                          STATION RECOVERY (1995)
 SD0213
 SD0213'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SD0213'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0231 ***********************************************************************
 SD0231  DESIGNATION -  A 475
 SD0231  PID         -  SD0231
 SD0231  STATE/COUNTY-  WA/JEFFERSON
 SD0231  USGS QUAD   -  DESTRUCTION ISLAND (1982)
 SD0231
 SD0231                         *CURRENT SURVEY CONTROL
 SD0231  ___________________________________________________________________
 SD0231* NAD 83(1986)-  47 37 53.     (N)    124 22 47.     (W)     SCALED    
 SD0231* NAVD 88     -        35.275  (meters)     115.73   (feet)  ADJUSTED  
 SD0231  ___________________________________________________________________
 SD0231  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SD0231  DYNAMIC HT  -          35.282 (meters)     115.75  (feet)  COMP
 SD0231  MODELED GRAV-     980,803.7   (mgal)                       NAVD 88
 SD0231
 SD0231  VERT ORDER  -  FIRST     CLASS I
 SD0231
 SD0231.The horizontal coordinates were scaled from a topographic map and have
 SD0231.an estimated accuracy of +/- 6 seconds.
 SD0231
 SD0231.The orthometric height was determined by differential leveling
 SD0231.and adjusted by the National Geodetic Survey in June 1991..
 SD0231
 SD0231.The geoid height was determined by GEOID03.
 SD0231
 SD0231.The dynamic height is computed by dividing the NAVD 88
 SD0231.geopotential number by the normal gravity value computed on the
 SD0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0231.degrees latitude (g = 980.6199 gals.).
 SD0231
 SD0231.The modeled gravity was interpolated from observed gravity values.
 SD0231
 SD0231;                    North         East    Units  Estimated Accuracy
 SD0231;SPC WA N     -    76,340.      233,570.      MT  (+/- 180 meters Scaled)
 SD0231
 SD0231                          SUPERSEDED SURVEY CONTROL
 SD0231
 SD0231  NGVD 29 (??/??/92)   34.216  (m)          112.26   (f) ADJ UNCH    1 1
 SD0231
 SD0231.Superseded values are not recommended for survey control.
 SD0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0231.See file dsdata.txt to determine how the superseded data were derived.
 SD0231
 SD0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT963762(NAD 83)
 SD0231_MARKER: DB = BENCH MARK DISK
 SD0231_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0231+WITH SETTING: INTO GROUND
 SD0231_STAMPING: A 475 1974
 SD0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0231+STABILITY: SURFACE MOTION
 SD0231
 SD0231  HISTORY     - Date     Condition        Report By
 SD0231  HISTORY     - 1974     MONUMENTED       NGS
 SD0231
 SD0231                          STATION DESCRIPTION
 SD0231
 SD0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0231'6.9 MI N FROM QUEETS.
 SD0231'ABOUT 6.9 MILES NORTH ALONG U. S. HIGHWAY 101 FROM THE INTERSECTION OF
 SD0231'QUEETS AVENUE AT QUEETS, AT HIGHWAY MILEPOST 159, 32 FEET EAST OF THE
 SD0231'CENTER LINE OF THE HIGHWAY, 32.2 FEET NORTHEAST OF MILEPOST 159, 2 1/2
 SD0231'FEET SOUTH OF TELEPHONE POLE 33 70 WITH GUY WIRE, 1.5 FEET NORTH OF A
 SD0231'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IS A
 SD0231'DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD WITH BASE
 SD0231'PLATE ATTACHED.  THE DISK IS 0.3 FOOT BELOW THE LEVEL OF THE GROUND
 SD0231'AND IS PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE
 SD0231'GROUND AND REINFORCED WITH CONCRETE NEAR THE SURFACE. SECTION 33, T
 SD0231'25N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0272 ***********************************************************************
 SD0272  DESIGNATION -  A 476
 SD0272  PID         -  SD0272
 SD0272  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0272  USGS QUAD   -  THIMBLE MOUNTAIN (1993)
 SD0272
 SD0272                         *CURRENT SURVEY CONTROL
 SD0272  ___________________________________________________________________
 SD0272* NAD 83(1986)-  47 28 35.     (N)    124 03 05.     (W)     SCALED    
 SD0272* NAVD 88     -       170.910  (meters)     560.73   (feet)  ADJUSTED  
 SD0272  ___________________________________________________________________
 SD0272  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 SD0272  DYNAMIC HT  -         170.936 (meters)     560.81  (feet)  COMP
 SD0272  MODELED GRAV-     980,762.6   (mgal)                       NAVD 88
 SD0272
 SD0272  VERT ORDER  -  FIRST     CLASS I
 SD0272
 SD0272.The horizontal coordinates were scaled from a topographic map and have
 SD0272.an estimated accuracy of +/- 6 seconds.
 SD0272
 SD0272.The orthometric height was determined by differential leveling
 SD0272.and adjusted by the National Geodetic Survey in June 1991..
 SD0272
 SD0272.The geoid height was determined by GEOID03.
 SD0272
 SD0272.The dynamic height is computed by dividing the NAVD 88
 SD0272.geopotential number by the normal gravity value computed on the
 SD0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0272.degrees latitude (g = 980.6199 gals.).
 SD0272
 SD0272.The modeled gravity was interpolated from observed gravity values.
 SD0272
 SD0272;                    North         East    Units  Estimated Accuracy
 SD0272;SPC WA S     -   244,240.      232,390.      MT  (+/- 180 meters Scaled)
 SD0272
 SD0272                          SUPERSEDED SURVEY CONTROL
 SD0272
 SD0272  NGVD 29 (??/??/92)  169.862  (m)          557.29   (f) ADJ UNCH    1 1
 SD0272
 SD0272.Superseded values are not recommended for survey control.
 SD0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0272.See file dsdata.txt to determine how the superseded data were derived.
 SD0272
 SD0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT207586(NAD 83)
 SD0272_MARKER: DB = BENCH MARK DISK
 SD0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SD0272_SP_SET: CULVERT
 SD0272_STAMPING: A 476 1974
 SD0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0272
 SD0272  HISTORY     - Date     Condition        Report By
 SD0272  HISTORY     - 1974     MONUMENTED       NGS
 SD0272
 SD0272                          STATION DESCRIPTION
 SD0272
 SD0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0272'8.55 MI NW FROM AMANDA PARK.
 SD0272'ABOUT 8.55 MILES NORTHWEST ALONG U. S. HIGHWAY 101 FROM THE HIGHWAY
 SD0272'BRIDGE ACROSS QUINAULT RIVER AT AMANDA PARK, 0.25 MILE NORTHWEST OF
 SD0272'HIGHWAY MILEPOST 135, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SD0272'HIGHWAY, SET IN THE TOP AND 0.5 FOOT NORTHWEST OF THE SOUTHEAST END OF
 SD0272'THE SOUTHWEST CONCRETE HEADWALL FOR A 6 BY-6-FOOT DOUBLE CONCRETE BOX
 SD0272'CULVERT FOR A SMALL CREEK AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 SD0272'HIGHWAY.  SECTION 23, T 23N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1449 ***********************************************************************
 SY1449  DESIGNATION -  A 477
 SY1449  PID         -  SY1449
 SY1449  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1449  USGS QUAD   -  HUMPTULIPS (1990)
 SY1449
 SY1449                         *CURRENT SURVEY CONTROL
 SY1449  ___________________________________________________________________
 SY1449* NAD 83(1986)-  47 12 31.     (N)    123 57 43.     (W)     SCALED    
 SY1449* NAVD 88     -        65.393  (meters)     214.54   (feet)  ADJUSTED  
 SY1449  ___________________________________________________________________
 SY1449  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 SY1449  DYNAMIC HT  -          65.403 (meters)     214.58  (feet)  COMP
 SY1449  MODELED GRAV-     980,769.7   (mgal)                       NAVD 88
 SY1449
 SY1449  VERT ORDER  -  FIRST     CLASS I
 SY1449
 SY1449.The horizontal coordinates were scaled from a topographic map and have
 SY1449.an estimated accuracy of +/- 6 seconds.
 SY1449
 SY1449.The orthometric height was determined by differential leveling
 SY1449.and adjusted by the National Geodetic Survey in June 1991..
 SY1449
 SY1449.The geoid height was determined by GEOID03.
 SY1449
 SY1449.The dynamic height is computed by dividing the NAVD 88
 SY1449.geopotential number by the normal gravity value computed on the
 SY1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1449.degrees latitude (g = 980.6199 gals.).
 SY1449
 SY1449.The modeled gravity was interpolated from observed gravity values.
 SY1449
 SY1449;                    North         East    Units  Estimated Accuracy
 SY1449;SPC WA S     -   214,200.      237,820.      MT  (+/- 180 meters Scaled)
 SY1449
 SY1449                          SUPERSEDED SURVEY CONTROL
 SY1449
 SY1449  NGVD 29 (??/??/??)   64.371  (m)          211.19   (f) ADJUSTED    1 1
 SY1449
 SY1449.Superseded values are not recommended for survey control.
 SY1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1449.See file dsdata.txt to determine how the superseded data were derived.
 SY1449
 SY1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT271287(NAD 83)
 SY1449_MARKER: DB = BENCH MARK DISK
 SY1449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1449_SP_SET: STEEL ROD
 SY1449_STAMPING: A 477 1974
 SY1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1449
 SY1449  HISTORY     - Date     Condition        Report By
 SY1449  HISTORY     - 1974     MONUMENTED       NGS
 SY1449  HISTORY     - 1989     GOOD             USPSQD
 SY1449
 SY1449                          STATION DESCRIPTION
 SY1449
 SY1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1449'1.8 MI S FROM HUMPTULIPS.
 SY1449'ABOUT 1.8 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SY1449'THE POST OFFICE AT HUMPTULIPS, 0.4 MILE NORTHWEST OF HIGHWAY MILEPOST
 SY1449'107, NEAR THE INTERSECTION WITH BADGER ROAD LEADING WEST AND A
 SY1449'GRAVELED ROAD LEADING EAST, 33 1/2 FEET SOUTHWEST OF THE CENTER LINE
 SY1449'OF THE HIGHWAY, 259 FEET NORTHWEST OF THE CENTER LINE OF BADGER ROAD,
 SY1449'43 FEET EAST-SOUTHEAST OF THE CENTER OF THE SOUTHWEST END OF A 30-INCH
 SY1449'CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 2 FEET SOUTHEAST OF POWER
 SY1449'LINE POLE AQ 2312, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3
 SY1449'FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT
 SY1449'LENGTH OF COPPER COATED STEEL ROD.  THE DISK IS 0.1 FOOT BELOW THE
 SY1449'SURFACE OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT
 SY1449'PROJECTS 0.1 FOOT AND IS REINFORCED WITH CONCRETE NEAR THE SURFACE.
 SY1449'SECTION 19, T 20N, R 10W.
 SY1449
 SY1449                          STATION RECOVERY (1989)
 SY1449
 SY1449'RECOVERY NOTE BY US POWER SQUADRON 1989 (KAS)
 SY1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0786 ***********************************************************************
 SC0786  DESIGNATION -  A 478
 SC0786  PID         -  SC0786
 SC0786  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0786  USGS QUAD   -  ABERDEEN (1994)
 SC0786
 SC0786                         *CURRENT SURVEY CONTROL
 SC0786  ___________________________________________________________________
 SC0786* NAD 83(1986)-  46 58 45.     (N)    123 49 00.     (W)     SCALED    
 SC0786* NAVD 88     -         4.463  (meters)      14.64   (feet)  ADJUSTED  
 SC0786  ___________________________________________________________________
 SC0786  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SC0786  DYNAMIC HT  -           4.464 (meters)      14.65  (feet)  COMP
 SC0786  MODELED GRAV-     980,769.3   (mgal)                       NAVD 88
 SC0786
 SC0786  VERT ORDER  -  FIRST     CLASS I
 SC0786
 SC0786.The horizontal coordinates were scaled from a topographic map and have
 SC0786.an estimated accuracy of +/- 6 seconds.
 SC0786
 SC0786.The orthometric height was determined by differential leveling
 SC0786.and adjusted by the National Geodetic Survey in June 1991..
 SC0786
 SC0786.The geoid height was determined by GEOID03.
 SC0786
 SC0786.The dynamic height is computed by dividing the NAVD 88
 SC0786.geopotential number by the normal gravity value computed on the
 SC0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0786.degrees latitude (g = 980.6199 gals.).
 SC0786
 SC0786.The modeled gravity was interpolated from observed gravity values.
 SC0786
 SC0786;                    North         East    Units  Estimated Accuracy
 SC0786;SPC WA S     -   188,240.      247,740.      MT  (+/- 180 meters Scaled)
 SC0786
 SC0786                          SUPERSEDED SURVEY CONTROL
 SC0786
 SC0786  NGVD 29 (??/??/92)    3.460  (m)           11.35   (f) ADJ UNCH    1 1
 SC0786
 SC0786.Superseded values are not recommended for survey control.
 SC0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0786.See file dsdata.txt to determine how the superseded data were derived.
 SC0786
 SC0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT378031(NAD 83)
 SC0786_MARKER: DB = BENCH MARK DISK
 SC0786_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SC0786_SP_SET: 37 FEET
 SC0786_STAMPING: A 478 1974
 SC0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0786
 SC0786  HISTORY     - Date     Condition        Report By
 SC0786  HISTORY     - 1974     MONUMENTED       NGS
 SC0786
 SC0786                          STATION DESCRIPTION
 SC0786
 SC0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0786'IN ABERDEEN.
 SC0786'AT ABERDEEN, 0.2 MILE NORTHEAST ALONG 3RD STREET FROM THE NATIONAL
 SC0786'GUARD ARMORY BUILDING, 0.3 MILE NORTHWEST ALONG F STREET FROM THE
 SC0786'INTERSECTION OF WISHKA STREET, AT THE JUNCTION OF WEST 3RD STREET, AT
 SC0786'THE NORTH CORNER OF AN ASPHALT PARKING AREA, 120.6 FEET NORTHWEST OF
 SC0786'THE NORTHWEST CURB FOR WEST 3RD STREET, 8.5 FEET SOUTHWEST OF THE
 SC0786'SOUTHWEST CURB FOR F STREET, 2.6 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 SC0786'OF CONCRETE SIDEWALK ALONG F STREET, 1.5 FEET NORTHWEST OF THE
 SC0786'NORTHWEST EDGE OF ASPHALT CURB OF PARKING AREA, AND IS A DISK ON TOP
 SC0786'OF A COPPER COATED STEEL ROD 0.2 FOOT BELOW THE LEVEL OF THE GROUND
 SC0786'AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT PROJECTS 0.1 FOOT AND
 SC0786'REINFORCED WITH CONCRETE NEAR THE SURFACE.  THE ROD WAS DRIVEN 37 FEET
 SC0786'TO GRADUAL REFUSAL.  SECTION 9, T 17N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0703 ***********************************************************************
 SC0703  DESIGNATION -  A 479
 SC0703  PID         -  SC0703
 SC0703  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0703  USGS QUAD   -  MONTESANO (1993)
 SC0703
 SC0703                         *CURRENT SURVEY CONTROL
 SC0703  ___________________________________________________________________
 SC0703* NAD 83(1986)-  46 59 25.     (N)    123 31 59.     (W)     SCALED    
 SC0703* NAVD 88     -        14.556  (meters)      47.76   (feet)  ADJUSTED  
 SC0703  ___________________________________________________________________
 SC0703  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 SC0703  DYNAMIC HT  -          14.559 (meters)      47.77  (feet)  COMP
 SC0703  MODELED GRAV-     980,773.6   (mgal)                       NAVD 88
 SC0703
 SC0703  VERT ORDER  -  FIRST     CLASS I
 SC0703
 SC0703.The horizontal coordinates were scaled from a topographic map and have
 SC0703.an estimated accuracy of +/- 6 seconds.
 SC0703
 SC0703.The orthometric height was determined by differential leveling
 SC0703.and adjusted by the National Geodetic Survey in June 1991..
 SC0703
 SC0703.The geoid height was determined by GEOID03.
 SC0703
 SC0703.The dynamic height is computed by dividing the NAVD 88
 SC0703.geopotential number by the normal gravity value computed on the
 SC0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0703.degrees latitude (g = 980.6199 gals.).
 SC0703
 SC0703.The modeled gravity was interpolated from observed gravity values.
 SC0703
 SC0703;                    North         East    Units  Estimated Accuracy
 SC0703;SPC WA S     -   188,610.      269,350.      MT  (+/- 180 meters Scaled)
 SC0703
 SC0703                          SUPERSEDED SURVEY CONTROL
 SC0703
 SC0703  NGVD 29 (??/??/92)   13.541  (m)           44.43   (f) ADJ UNCH    1 1
 SC0703
 SC0703.Superseded values are not recommended for survey control.
 SC0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0703.See file dsdata.txt to determine how the superseded data were derived.
 SC0703
 SC0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT594042(NAD 83)
 SC0703_MARKER: DB = BENCH MARK DISK
 SC0703_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SC0703_SP_SET: 4 FEET
 SC0703_STAMPING: A 479 1974
 SC0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0703
 SC0703  HISTORY     - Date     Condition        Report By
 SC0703  HISTORY     - 1974     MONUMENTED       NGS
 SC0703  HISTORY     - 1988     GOOD             USPSQD
 SC0703
 SC0703                          STATION DESCRIPTION
 SC0703
 SC0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0703'3.3 MI E FROM MONTESANO.
 SC0703'3.3 MI E ALONG PIONEER AVE OLD HWY 41B FROM THE INTS. OF PIONEER AVE
 SC0703'AND MAIN ST AT MONTESANO AT THE CROSSING OF FAIRBAIRN ROAD.  64.0 FT S
 SC0703'OF THE CENTERLINE OF THE HWY. 41.0 FT W OF THE CENTERLINE OF THE RD.
 SC0703'90.0 FT SW OF THE CENTER OF THE CROSSING 15.9 FT N OF THE N RAIL
 SC0703'BURLINGTON NORTHERN RR. 23.5 FT W OF 5 X 5 IN. POST SUPPORTING RR
 SC0703'CROSSING SIGN 5.3 FT E OF TELEPHONE POLE 3.0 FT E OF SAWED-OFF POLE
 SC0703'WHICH PROJ. 0.3 FT.  1.5 FEET W OF A WITNESS POST.  1 FEET ABOVE THE
 SC0703'HWY. 2 FEET BELOW TRACK.  0.75 MILES E OF BM - Q 478.
 SC0703
 SC0703                          STATION RECOVERY (1988)
 SC0703
 SC0703'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SC0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0021 ***********************************************************************
 SA0021  DESIGNATION -  A 48
 SA0021  PID         -  SA0021
 SA0021  STATE/COUNTY-  WA/FRANKLIN
 SA0021  USGS QUAD   -  AYER (1981)
 SA0021
 SA0021                         *CURRENT SURVEY CONTROL
 SA0021  ___________________________________________________________________
 SA0021* NAD 83(1986)-  46 35 48.     (N)    118 16 13.     (W)     SCALED    
 SA0021* NAVD 88     -       158.035  (meters)     518.49   (feet)  ADJUSTED  
 SA0021  ___________________________________________________________________
 SA0021  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 SA0021  DYNAMIC HT  -         158.036 (meters)     518.49  (feet)  COMP
 SA0021  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 SA0021
 SA0021  VERT ORDER  -  SECOND    CLASS 0
 SA0021
 SA0021.The horizontal coordinates were scaled from a topographic map and have
 SA0021.an estimated accuracy of +/- 6 seconds.
 SA0021
 SA0021.The orthometric height was determined by differential leveling
 SA0021.and adjusted by the National Geodetic Survey in June 1991..
 SA0021
 SA0021.The geoid height was determined by GEOID03.
 SA0021
 SA0021.The dynamic height is computed by dividing the NAVD 88
 SA0021.geopotential number by the normal gravity value computed on the
 SA0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0021.degrees latitude (g = 980.6199 gals.).
 SA0021
 SA0021.The modeled gravity was interpolated from observed gravity values.
 SA0021
 SA0021;                    North         East    Units  Estimated Accuracy
 SA0021;SPC WA S     -   142,830.      670,820.      MT  (+/- 180 meters Scaled)
 SA0021
 SA0021                          SUPERSEDED SURVEY CONTROL
 SA0021
 SA0021  NGVD 29 (??/??/92)  157.057  (m)          515.28   (f) ADJ UNCH    2 0
 SA0021
 SA0021.Superseded values are not recommended for survey control.
 SA0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0021.See file dsdata.txt to determine how the superseded data were derived.
 SA0021
 SA0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM027611(NAD 83)
 SA0021_MARKER: DB = BENCH MARK DISK
 SA0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0021_SP_SET: ABUTMENT
 SA0021_STAMPING: A 48 1934
 SA0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0021
 SA0021  HISTORY     - Date     Condition        Report By
 SA0021  HISTORY     - 1934     MONUMENTED       CGS
 SA0021  HISTORY     - 1945     GOOD             NGS
 SA0021
 SA0021                          STATION DESCRIPTION
 SA0021
 SA0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 SA0021'2.0 MI W FROM PERRY.
 SA0021'2.0 MILES WEST ALONG THE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 SA0021'THE SECTION HOUSE AT THE SIDING AT PERRY, FRANKLIN COUNTY, AT MILEAGE
 SA0021'30, AND IN THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A
 SA0021'RAILROAD BRIDGE AT A POINT WHICH IS 15 INCHES EAST OF THE WEST EDGE. A
 SA0021'STANDARD DISK, STAMPED A 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1384 ***********************************************************************
 SY1384  DESIGNATION -  A 480
 SY1384  PID         -  SY1384
 SY1384  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1384  USGS QUAD   -  MC CLEARY (1981)
 SY1384
 SY1384                         *CURRENT SURVEY CONTROL
 SY1384  ___________________________________________________________________
 SY1384* NAD 83(1986)-  47 03 15.     (N)    123 16 37.     (W)     SCALED    
 SY1384* NAVD 88     -        85.196  (meters)     279.51   (feet)  ADJUSTED  
 SY1384  ___________________________________________________________________
 SY1384  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SY1384  DYNAMIC HT  -          85.213 (meters)     279.57  (feet)  COMP
 SY1384  MODELED GRAV-     980,808.8   (mgal)                       NAVD 88
 SY1384
 SY1384  VERT ORDER  -  FIRST     CLASS I
 SY1384
 SY1384.The horizontal coordinates were scaled from a topographic map and have
 SY1384.an estimated accuracy of +/- 6 seconds.
 SY1384
 SY1384.The orthometric height was determined by differential leveling
 SY1384.and adjusted by the National Geodetic Survey in June 1991..
 SY1384
 SY1384.The geoid height was determined by GEOID03.
 SY1384
 SY1384.The dynamic height is computed by dividing the NAVD 88
 SY1384.geopotential number by the normal gravity value computed on the
 SY1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1384.degrees latitude (g = 980.6199 gals.).
 SY1384
 SY1384.The modeled gravity was interpolated from observed gravity values.
 SY1384
 SY1384;                    North         East    Units  Estimated Accuracy
 SY1384;SPC WA S     -   194,990.      289,070.      MT  (+/- 180 meters Scaled)
 SY1384
 SY1384                          SUPERSEDED SURVEY CONTROL
 SY1384
 SY1384  NGVD 29 (??/??/??)   84.168  (m)          276.14   (f) ADJUSTED    1 1
 SY1384
 SY1384.Superseded values are not recommended for survey control.
 SY1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1384.See file dsdata.txt to determine how the superseded data were derived.
 SY1384
 SY1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT789112(NAD 83)
 SY1384_MARKER: DB = BENCH MARK DISK
 SY1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1384_SP_SET: CATCH BASIN
 SY1384_STAMPING: A 480 1974
 SY1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1384
 SY1384  HISTORY     - Date     Condition        Report By
 SY1384  HISTORY     - 1974     MONUMENTED       NGS
 SY1384  HISTORY     - 1987     GOOD             USPSQD
 SY1384  HISTORY     - 1988     GOOD             USPSQD
 SY1384  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1384  HISTORY     - 1990     GOOD             USPSQD
 SY1384  HISTORY     - 1990     GOOD             USPSQD
 SY1384
 SY1384                          STATION DESCRIPTION
 SY1384
 SY1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1384'0.55 MI E FROM MC CLEARY.
 SY1384'0.55 MI E ALONG STATE HWY 8 FROM THE T JCT OF STATE HWY. 108 AT MC
 SY1384'CLEARY BETWEEN THE LANES ON ALONG SWEEPING CURVE IN TOP OF E CORNER OF
 SY1384'3 1/2 X 3 1/2 FT CONC. CATCH BASIN WITH A METAL GRATED COVER 30.5 FT
 SY1384'SW OF THE CENTERLINE OF W BOUND LANES 62.0 FT WSW OF AND ACROSS THE W
 SY1384'BOUND LANES FROM THE NW END OF METAL GUARDRAIL 0.3 FT W OF E CORNER
 SY1384'CATCH BASIN 185.5 FT SSE OF AND ACROSS THE W BOUND LANES FROM THE SE
 SY1384'END OF METAL GUARD RAIL.  2 1/2 FEET BELOW- THE HWY.  0.75 MILES- E OF
 SY1384'BM-Z 479.
 SY1384
 SY1384                          STATION RECOVERY (1987)
 SY1384
 SY1384'RECOVERY NOTE BY US POWER SQUADRON 1987 (CMS)
 SY1384'RECOVERED IN GOOD CONDITION.
 SY1384
 SY1384                          STATION RECOVERY (1988)
 SY1384
 SY1384'RECOVERY NOTE BY US POWER SQUADRON 1988 (KAS)
 SY1384'RECOVERED IN GOOD CONDITION.
 SY1384
 SY1384                          STATION RECOVERY (1989)
 SY1384
 SY1384'RECOVERY NOTE BY US POWER SQUADRON 1989 (BO)
 SY1384'MARK NOT FOUND.
 SY1384
 SY1384                          STATION RECOVERY (1990)
 SY1384
 SY1384'RECOVERY NOTE BY US POWER SQUADRON 1990 (CMS)
 SY1384'RECOVERED IN GOOD CONDITION.
 SY1384
 SY1384                          STATION RECOVERY (1990)
 SY1384
 SY1384'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCK)
 SY1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0720 ***********************************************************************
 TO0720  DESIGNATION -  A 482
 TO0720  PID         -  TO0720
 TO0720  STATE/COUNTY-  WA/PEND OREILLE
 TO0720  USGS QUAD   -  JARED (1992)
 TO0720
 TO0720                         *CURRENT SURVEY CONTROL
 TO0720  ___________________________________________________________________
 TO0720* NAD 83(1986)-  48 23 40.     (N)    117 18 18.     (W)     SCALED    
 TO0720* NAVD 88     -       629.487  (meters)    2065.24   (feet)  ADJUSTED  
 TO0720  ___________________________________________________________________
 TO0720  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TO0720  DYNAMIC HT  -         629.559 (meters)    2065.48  (feet)  COMP
 TO0720  MODELED GRAV-     980,705.5   (mgal)                       NAVD 88
 TO0720
 TO0720  VERT ORDER  -  FIRST     CLASS II
 TO0720
 TO0720.The horizontal coordinates were scaled from a topographic map and have
 TO0720.an estimated accuracy of +/- 6 seconds.
 TO0720
 TO0720.The orthometric height was determined by differential leveling
 TO0720.and adjusted by the National Geodetic Survey in June 1991..
 TO0720
 TO0720.The geoid height was determined by GEOID03.
 TO0720
 TO0720.The dynamic height is computed by dividing the NAVD 88
 TO0720.geopotential number by the normal gravity value computed on the
 TO0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0720.degrees latitude (g = 980.6199 gals.).
 TO0720
 TO0720.The modeled gravity was interpolated from observed gravity values.
 TO0720
 TO0720;                    North         East    Units  Estimated Accuracy
 TO0720;SPC WA N     -   161,030.      761,190.      MT  (+/- 180 meters Scaled)
 TO0720
 TO0720                          SUPERSEDED SURVEY CONTROL
 TO0720
 TO0720.No superseded survey control is available for this station.
 TO0720
 TO0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP774601(NAD 83)
 TO0720_MARKER: I = METAL ROD
 TO0720_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TO0720_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TO0720_STAMPING: A 482 1980
 TO0720_MARK LOGO: NGS   
 TO0720_PROJECTION: FLUSH
 TO0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0720+STABILITY: POSITION/ELEVATION WELL
 TO0720_ROD/PIPE-DEPTH: 6.1  meters
 TO0720_SLEEVE-DEPTH  : 5.5 meters
 TO0720
 TO0720  HISTORY     - Date     Condition        Report By
 TO0720  HISTORY     - 1980     MONUMENTED       NGS
 TO0720
 TO0720                          STATION DESCRIPTION
 TO0720
 TO0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0720'34.4 KM (21.4 MI) NW FROM NEWPORT.
 TO0720'34.4 KILOMETERS (21.4 MILES) NORTHWEST ALONG STATE HIGHWAY 20 FROM
 TO0720'THE JUNCTION OF U.S. HIGHWAY 2 IN NEWPORT, AT HIGHWAY MILEPOST 415,
 TO0720'SET IN LINE WITH A ROW OF POWER LINE POLES, 35.1 METERS (115 FEET)
 TO0720'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20.1 METERS (66.0 FEET)
 TO0720'SOUTHEAST OF THE CENTERLINE OF TACOMA CREEK ROAD, 3.8 METERS (12.5
 TO0720'FEET) SOUTHEAST OF POWER LINE POLE NUMBER AC 253, 3.4 METERS (11.0
 TO0720'FEET) NORTHEAST OF A BARBED WIRE FENCE LINE.
 TO0720'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 TO0720'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0744 ***********************************************************************
 TO0744  DESIGNATION -  A 483
 TO0744  PID         -  TO0744
 TO0744  STATE/COUNTY-  WA/PEND OREILLE
 TO0744  USGS QUAD   -  METALINE (1992)
 TO0744
 TO0744                         *CURRENT SURVEY CONTROL
 TO0744  ___________________________________________________________________
 TO0744* NAD 83(1986)-  48 49 40.     (N)    117 23 40.     (W)     SCALED    
 TO0744* NAVD 88     -       655.335  (meters)    2150.04   (feet)  ADJUSTED  
 TO0744  ___________________________________________________________________
 TO0744  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 TO0744  DYNAMIC HT  -         655.415 (meters)    2150.31  (feet)  COMP
 TO0744  MODELED GRAV-     980,711.6   (mgal)                       NAVD 88
 TO0744
 TO0744  VERT ORDER  -  FIRST     CLASS II
 TO0744
 TO0744.The horizontal coordinates were scaled from a topographic map and have
 TO0744.an estimated accuracy of +/- 6 seconds.
 TO0744
 TO0744.The orthometric height was determined by differential leveling
 TO0744.and adjusted by the National Geodetic Survey in June 1991..
 TO0744
 TO0744.The geoid height was determined by GEOID03.
 TO0744
 TO0744.The dynamic height is computed by dividing the NAVD 88
 TO0744.geopotential number by the normal gravity value computed on the
 TO0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0744.degrees latitude (g = 980.6199 gals.).
 TO0744
 TO0744.The modeled gravity was interpolated from observed gravity values.
 TO0744
 TO0744;                    North         East    Units  Estimated Accuracy
 TO0744;SPC WA N     -   208,870.      752,420.      MT  (+/- 180 meters Scaled)
 TO0744
 TO0744                          SUPERSEDED SURVEY CONTROL
 TO0744
 TO0744.No superseded survey control is available for this station.
 TO0744
 TO0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ710083(NAD 83)
 TO0744_MARKER: I = METAL ROD
 TO0744_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0744_SP_SET: STAINLESS STEEL ROD
 TO0744_STAMPING: A 483 1980
 TO0744_MARK LOGO: NGS   
 TO0744_PROJECTION: FLUSH
 TO0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0744_ROD/PIPE-DEPTH: 7.6  meters
 TO0744
 TO0744  HISTORY     - Date     Condition        Report By
 TO0744  HISTORY     - 1980     MONUMENTED       NGS
 TO0744
 TO0744                          STATION DESCRIPTION
 TO0744
 TO0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0744'10.9 KM (6.75 MI) NORTH FROM IONE.
 TO0744'10.9 KILOMETERS (6.75 MILES) NORTH ALONG STATE HIGHWAY 31 FROM THE
 TO0744'JUNCTION OF MAIN STREET IN IONE, 0.2 KILOMETER (0.1 MILE) NORTH OF
 TO0744'HIGHWAY MILEPOST 11, AT A POWER LINE CROSSING THE HIGHWAY, SET
 TO0744'BETWEEN A POWER POLE AND GUY WIRE, 17.4 METERS (57.0 FEET) EAST
 TO0744'OF THE CENTERLINE OF THE HIGHWAY, 14.6 METERS (48.0 FEET) NORTHEAST
 TO0744'OF THE SOUTH END OF A STEEL GUARDRAIL, 4.9 METERS (16.0 FEET) SOUTH
 TO0744'OF THE NORTH EDGE OF THE BANK OF THE PEND OREILLE RIVER, 2.9 METERS
 TO0744'(9.5 FEET) WEST OF THE GUY WIRE ANCHOR, 1.8 METERS (6.0 FEET) EAST
 TO0744'OF THE POWER POLE.
 TO0744'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 TO0744'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0666 ***********************************************************************
 TO0666  DESIGNATION -  A 484
 TO0666  PID         -  TO0666
 TO0666  STATE/COUNTY-  WA/PEND OREILLE
 TO0666  USGS QUAD   -  CAMDEN (1980)
 TO0666
 TO0666                         *CURRENT SURVEY CONTROL
 TO0666  ___________________________________________________________________
 TO0666* NAD 83(1986)-  48 04 28.     (N)    117 14 06.     (W)     SCALED    
 TO0666* NAVD 88     -       766.713  (meters)    2515.46   (feet)  ADJUSTED  
 TO0666  ___________________________________________________________________
 TO0666  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 TO0666  DYNAMIC HT  -         766.773 (meters)    2515.65  (feet)  COMP
 TO0666  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 TO0666
 TO0666  VERT ORDER  -  FIRST     CLASS II
 TO0666
 TO0666.The horizontal coordinates were scaled from a topographic map and have
 TO0666.an estimated accuracy of +/- 6 seconds.
 TO0666
 TO0666.The orthometric height was determined by differential leveling
 TO0666.and adjusted by the National Geodetic Survey in June 1991..
 TO0666
 TO0666.The geoid height was determined by GEOID03.
 TO0666
 TO0666.The dynamic height is computed by dividing the NAVD 88
 TO0666.geopotential number by the normal gravity value computed on the
 TO0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0666.degrees latitude (g = 980.6199 gals.).
 TO0666
 TO0666.The modeled gravity was interpolated from observed gravity values.
 TO0666
 TO0666;                    North         East    Units  Estimated Accuracy
 TO0666;SPC WA N     -   125,730.      768,030.      MT  (+/- 180 meters Scaled)
 TO0666
 TO0666                          SUPERSEDED SURVEY CONTROL
 TO0666
 TO0666.No superseded survey control is available for this station.
 TO0666
 TO0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP824246(NAD 83)
 TO0666_MARKER: DB = BENCH MARK DISK
 TO0666_SETTING: 66 = SET IN ROCK OUTCROP
 TO0666_SP_SET: ROCK OUTCROP
 TO0666_STAMPING: A 484 1980
 TO0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0666+STABILITY: POSITION/ELEVATION WELL
 TO0666
 TO0666  HISTORY     - Date     Condition        Report By
 TO0666  HISTORY     - 1980     MONUMENTED       NGS
 TO0666
 TO0666                          STATION DESCRIPTION
 TO0666
 TO0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0666'7.5 KM NE FROM ELK.
 TO0666'7.5 KILOMETERS (4.65 MILES) NORTHEAST ALONG THE ELK-CAMDEN ROAD FROM
 TO0666'THE POST OFFICE IN ELK, 0.6 KILOMETER (0.4 MILE) NORTHEAST OF THE
 TO0666'JUNCTION OF A DIRT ROAD LEADING WEST TO A GRAVEL PIT, 0.3 KILOMETER
 TO0666'(0.2 MILE) SOUTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING WEST TO
 TO0666'A RANCH HOUSE, SET IN TOP OF THE CENTER OF A LARGE BEDROCK ROAD CUT,
 TO0666'7.9 METERS (26.0 FEET) NORTHWEST OF THE CENTERLINE OF THE ROAD.
 TO0666'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 TO0666'THE MARK IS 0.6 M ABOVE THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1013 ***********************************************************************
 SV1013  DESIGNATION -  A 485
 SV1013  PID         -  SV1013
 SV1013  STATE/COUNTY-  WA/SPOKANE
 SV1013  USGS QUAD   -  SPOKANE NE (1986)
 SV1013
 SV1013                         *CURRENT SURVEY CONTROL
 SV1013  ___________________________________________________________________
 SV1013* NAD 83(1986)-  47 43 25.     (N)    117 22 05.     (W)     SCALED    
 SV1013* NAVD 88     -       620.051  (meters)    2034.28   (feet)  ADJUSTED  
 SV1013  ___________________________________________________________________
 SV1013  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 SV1013  DYNAMIC HT  -         620.090 (meters)    2034.41  (feet)  COMP
 SV1013  MODELED GRAV-     980,654.9   (mgal)                       NAVD 88
 SV1013
 SV1013  VERT ORDER  -  FIRST     CLASS II
 SV1013
 SV1013.The horizontal coordinates were scaled from a topographic map and have
 SV1013.an estimated accuracy of +/- 6 seconds.
 SV1013
 SV1013.The orthometric height was determined by differential leveling
 SV1013.and adjusted by the National Geodetic Survey in June 1991..
 SV1013
 SV1013.Photographs are available for this station.
 SV1013
 SV1013.The geoid height was determined by GEOID03.
 SV1013
 SV1013.The dynamic height is computed by dividing the NAVD 88
 SV1013.geopotential number by the normal gravity value computed on the
 SV1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1013.degrees latitude (g = 980.6199 gals.).
 SV1013
 SV1013.The modeled gravity was interpolated from observed gravity values.
 SV1013
 SV1013;                    North         East    Units  Estimated Accuracy
 SV1013;SPC WA N     -    86,300.      759,880.      MT  (+/- 180 meters Scaled)
 SV1013
 SV1013                          SUPERSEDED SURVEY CONTROL
 SV1013
 SV1013.No superseded survey control is available for this station.
 SV1013
 SV1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN723856(NAD 83)
 SV1013_MARKER: I = METAL ROD
 SV1013_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1013_SP_SET: STAINLESS STEEL ROD
 SV1013_STAMPING: A 485 1980
 SV1013_PROJECTION: FLUSH
 SV1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1013+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 SV1013_ROD/PIPE-DEPTH: 9.8  meters
 SV1013
 SV1013  HISTORY     - Date     Condition        Report By
 SV1013  HISTORY     - 1980     MONUMENTED       NGS
 SV1013  HISTORY     - 1988     GOOD             USPSQD
 SV1013  HISTORY     - 20030612 GOOD             WA-063
 SV1013
 SV1013                          STATION DESCRIPTION
 SV1013
 SV1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1013'5.2 KM SW FROM MEAD.
 SV1013'5.0 KILOMETERS (3.1 MILES) SOUTH ALONG MARKET STREET FROM THE POST
 SV1013'OFFICE IN MEAD, THENCE 0.25 KILOMETER (0.15 MILE) WEST ALONG WILDING
 SV1013'AVENUE, AT THE NORTHEAST CORNER OF THE MORGAN ACRES PARK, SET BETWEEN
 SV1013'TWO POWER LINE POLES SUPPORT THREE TRANSFORMERS, 25.3 METERS (83.0
 SV1013'FEET) WEST OF THE CENTERLINE OF WILDING AVENUE, 7.9 METERS (26.0
 SV1013'FEET) WEST OF THE CENTERLINE OF REGAL STREET, 35.1 METERS (115 FEET)
 SV1013'EAST OF THE CENTER POINT OF A WATER TANK, 1.5 METERS (5.0 FEET) SOUTH
 SV1013'OF THE NORTH POWER LINE POLE, 1.5 METERS (5.0 FEET) NORTH OF THE SOUTH
 SV1013'POWER LINE POLE, 1.2 METERS (4.0 FEET) EAST OF THE NORTHEAST CORNER
 SV1013'POST FOR THE FENCE AROUND THE PARK.
 SV1013'THE MARK IS 1.2 METERS  E FROM A WITNESS POST.
 SV1013'THE MARK IS ABOVE LEVEL WITH THE STREET CENTERLINE.
 SV1013
 SV1013                          STATION RECOVERY (1988)
 SV1013
 SV1013'RECOVERY NOTE BY US POWER SQUADRON 1988 (JER)
 SV1013'RECOVERED IN GOOD CONDITION.
 SV1013
 SV1013                          STATION RECOVERY (2003)
 SV1013
 SV1013'RECOVERY NOTE BY SPOKANE COUNTY WASHINGTON 2003 (JAM)
 SV1013'MARK IS IN NORTH EAST CORNER OF MORGAN ACERS PARK AND NORTHWEST OF THE
 SV1013'INTERSECTION OF WILDING AND REGAL.  MONUMENT IS BETWEEN TWO POWER POST
 SV1013'AND UNDER THE SUPPORT FOR THREE TRANSFORMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1064 ***********************************************************************
 SV1064  DESIGNATION -  A 486
 SV1064  PID         -  SV1064
 SV1064  STATE/COUNTY-  WA/SPOKANE
 SV1064  USGS QUAD   -  FAIRFIELD (1980)
 SV1064
 SV1064                         *CURRENT SURVEY CONTROL
 SV1064  ___________________________________________________________________
 SV1064* NAD 83(1986)-  47 27 28.     (N)    117 08 42.     (W)     SCALED    
 SV1064* NAVD 88     -       733.463  (meters)    2406.37   (feet)  ADJUSTED  
 SV1064  ___________________________________________________________________
 SV1064  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 SV1064  DYNAMIC HT  -         733.473 (meters)    2406.40  (feet)  COMP
 SV1064  MODELED GRAV-     980,602.3   (mgal)                       NAVD 88
 SV1064
 SV1064  VERT ORDER  -  FIRST     CLASS II
 SV1064
 SV1064.The horizontal coordinates were scaled from a topographic map and have
 SV1064.an estimated accuracy of +/- 6 seconds.
 SV1064
 SV1064.The orthometric height was determined by differential leveling
 SV1064.and adjusted by the National Geodetic Survey in June 1991..
 SV1064
 SV1064.The geoid height was determined by GEOID03.
 SV1064
 SV1064.The dynamic height is computed by dividing the NAVD 88
 SV1064.geopotential number by the normal gravity value computed on the
 SV1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1064.degrees latitude (g = 980.6199 gals.).
 SV1064
 SV1064.The modeled gravity was interpolated from observed gravity values.
 SV1064
 SV1064;                    North         East    Units  Estimated Accuracy
 SV1064;SPC WA N     -    57,560.      778,010.      MT  (+/- 180 meters Scaled)
 SV1064
 SV1064                          SUPERSEDED SURVEY CONTROL
 SV1064
 SV1064.No superseded survey control is available for this station.
 SV1064
 SV1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN890560(NAD 83)
 SV1064_MARKER: DV = VERTICAL CONTROL DISK
 SV1064_SETTING: 66 = SET IN ROCK OUTCROP
 SV1064_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SV1064_STAMPING: A 486 1980
 SV1064_MARK LOGO: NGS   
 SV1064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1064+STABILITY: POSITION/ELEVATION WELL
 SV1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1064+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1989
 SV1064
 SV1064  HISTORY     - Date     Condition        Report By
 SV1064  HISTORY     - 1980     MONUMENTED       NGS
 SV1064  HISTORY     - 19890709 GOOD             NGS
 SV1064
 SV1064                          STATION DESCRIPTION
 SV1064
 SV1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1064'0.8 KM (0.5 MI) NORTH FROM ROCKFORD.
 SV1064'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SV1064'0.8 KILOMETER (0.5 MILE) NORTH ALONG STATE HIGHWAY 27 FROM THE UNION
 SV1064'PACIFIC RAILWAY OVERPASS IN ROCKFORD, ALSO 7.7 KILOMETERS (4.8 MILES)
 SV1064'SOUTH ALONG STATE HIGHWAY 27 FROM THE HIGH SCHOOL IN FREEMAN, 0.6
 SV1064'KILOMETER (0.4 MILE) SOUTH OF THE JUNCTION OF CAMERON ROAD, DIRECTLY
 SV1064'ACROSS THE HIGHWAY FROM THE NORTH END OF A STEEL GUARDRAIL, SET IN
 SV1064'TOP OF A ROCK OUTCROP AT THE BASE OF A MASSIVE BEDROCK HIGHWAY CUT,
 SV1064'11.6 METERS (38.0 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 51.8
 SV1064'METERS (170 FEET) NORTH OF THE SOUTH END OF THE CUT.
 SV1064'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SV1064
 SV1064                          STATION RECOVERY (1989)
 SV1064
 SV1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SV1064'MARK IS LOCATED ABOUT 1.0 KM (0.60 MI) NORTHWEST FROM ROCKFORD,
 SV1064'WASHINGTON AND 0.6 KM (0.35 MI) SOUTH OF THE JUNCTION OF CAMERON
 SV1064'ROAD.  IN A ROCK HIGHWAY CUT.  REACHED FROM THE UNION PACIFIC RAILWAY
 SV1064'OVER PASS WHICH IS AT THE WEST EDGE OF ROCKFORD, GO NORTH ON STATE
 SV1064'HIGHWAY 27 FOR 0.8 KM (0.50 MI) TO THE MARK ON THE RIGHT ACROSS THE
 SV1064'HIGHWAY FROM THE NORTH END OF A STEEL GUARDRAIL.  IT IS 11.6 M (38.1
 SV1064'FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 52.0 M (170.6 FT) NORTH
 SV1064'FROM THE SOUTH END OF THE CUT AND 0.3 M (1.0 FT) NORTH FROM A WITNESS
 SV1064'POST.  MARK IS ABOUT LEVEL WITH THE HIGHWAY.  MARK IS SET IN A DRILL
 SV1064'HOLE AT THE BASE OF A ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1039 ***********************************************************************
 SV1039  DESIGNATION -  A 487
 SV1039  PID         -  SV1039
 SV1039  STATE/COUNTY-  WA/WHITMAN
 SV1039  USGS QUAD   -  FARMINGTON (1994)
 SV1039
 SV1039                         *CURRENT SURVEY CONTROL
 SV1039  ___________________________________________________________________
 SV1039* NAD 83(1986)-  47 06 58.     (N)    117 04 05.     (W)     SCALED    
 SV1039* NAVD 88     -       791.522  (meters)    2596.85   (feet)  ADJUSTED  
 SV1039  ___________________________________________________________________
 SV1039  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 SV1039  DYNAMIC HT  -         791.490 (meters)    2596.75  (feet)  COMP
 SV1039  MODELED GRAV-     980,546.6   (mgal)                       NAVD 88
 SV1039
 SV1039  VERT ORDER  -  FIRST     CLASS II
 SV1039
 SV1039.The horizontal coordinates were scaled from a topographic map and have
 SV1039.an estimated accuracy of +/- 6 seconds.
 SV1039
 SV1039.The orthometric height was determined by differential leveling
 SV1039.and adjusted by the National Geodetic Survey in June 1991..
 SV1039
 SV1039.The geoid height was determined by GEOID03.
 SV1039
 SV1039.The dynamic height is computed by dividing the NAVD 88
 SV1039.geopotential number by the normal gravity value computed on the
 SV1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1039.degrees latitude (g = 980.6199 gals.).
 SV1039
 SV1039.The modeled gravity was interpolated from observed gravity values.
 SV1039
 SV1039;                    North         East    Units  Estimated Accuracy
 SV1039;SPC WA S     -   203,830.      760,360.      MT  (+/- 180 meters Scaled)
 SV1039
 SV1039                          SUPERSEDED SURVEY CONTROL
 SV1039
 SV1039.No superseded survey control is available for this station.
 SV1039
 SV1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN948180(NAD 83)
 SV1039_MARKER: I = METAL ROD
 SV1039_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1039_SP_SET: STAINLESS STEEL ROD
 SV1039_STAMPING: A 487 1980
 SV1039_MARK LOGO: NGS   
 SV1039_PROJECTION: FLUSH
 SV1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1039_ROD/PIPE-DEPTH: 5.8  meters
 SV1039
 SV1039  HISTORY     - Date     Condition        Report By
 SV1039  HISTORY     - 1980     MONUMENTED       NGS
 SV1039
 SV1039                          STATION DESCRIPTION
 SV1039
 SV1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1039'13.7 KM (8.5 MI) SE FROM TEKOA.
 SV1039'13.7 KILOMETERS (8.5 MILES) SOUTHEAST ALONG FARMINGTON ROAD FROM THE
 SV1039'POST OFFICE IN TEKOA, 0.8 KILOMETER (0.5 MILE) SOUTHEAST OF THE
 SV1039'JUNCTION OF SKYLINE DRIVE, 0.6 KILOMETER (0.4 MILE) NORTHWEST OF
 SV1039'UNION PACIFIC RAILWAY MILEPOST 107, 0.2 KILOMETER (0.1 MILE) SOUTHEAST
 SV1039'OF A FARM HOUSE, 11.6 METERS (38.0 FEET) NORTHEAST OF THE CENTERLINE
 SV1039'OF THE ROAD, 12.5 METERS (41.0 FEET) EAST OF ROAD MILEPOST 8, 8.0
 SV1039'METERS (26.0 FEET) NORTHWEST OF THE CENTERLINE OF A DIRT FARM ROAD
 SV1039'LEADING NORTHEAST, 1.8 METERS (6.0 FEET) WEST OF POWER LINE POLE
 SV1039'NUMBER 73.
 SV1039'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 SV1039'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1429 ***********************************************************************
 RZ1429  DESIGNATION -  A 488
 RZ1429  PID         -  RZ1429
 RZ1429  STATE/COUNTY-  WA/WHITMAN
 RZ1429  USGS QUAD   -  ALBION (1975)
 RZ1429
 RZ1429                         *CURRENT SURVEY CONTROL
 RZ1429  ___________________________________________________________________
 RZ1429* NAD 83(1998)-  46 45 31.34696(N)    117 10 09.63054(W)     ADJUSTED  
 RZ1429* NAVD 88     -       749.868  (meters)    2460.19   (feet)  ADJUSTED  
 RZ1429  ___________________________________________________________________
 RZ1429  X           -  -1,998,984.926 (meters)                     COMP
 RZ1429  Y           -  -3,894,728.680 (meters)                     COMP
 RZ1429  Z           -   4,623,962.158 (meters)                     COMP
 RZ1429  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 RZ1429  ELLIP HEIGHT-         731.16  (meters)          (07/02/01) GPS OBS
 RZ1429  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 RZ1429  DYNAMIC HT  -         749.818 (meters)    2460.03  (feet)  COMP
 RZ1429  MODELED GRAV-     980,522.7   (mgal)                       NAVD 88
 RZ1429
 RZ1429  HORZ ORDER  -  B
 RZ1429  VERT ORDER  -  FIRST     CLASS II
 RZ1429  ELLP ORDER  -  THIRD     CLASS II
 RZ1429
 RZ1429.The horizontal coordinates were established by GPS observations
 RZ1429.and adjusted by the National Geodetic Survey in July 2001..
 RZ1429.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RZ1429.DATUM ITEM on the data sheet items page.
 RZ1429
 RZ1429.The orthometric height was determined by differential leveling
 RZ1429.and adjusted by the National Geodetic Survey in June 1991..
 RZ1429
 RZ1429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RZ1429
 RZ1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1429
 RZ1429.The ellipsoidal height was determined by GPS observations
 RZ1429.and is referenced to NAD 83.
 RZ1429
 RZ1429.The geoid height was determined by GEOID03.
 RZ1429
 RZ1429.The dynamic height is computed by dividing the NAVD 88
 RZ1429.geopotential number by the normal gravity value computed on the
 RZ1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1429.degrees latitude (g = 980.6199 gals.).
 RZ1429
 RZ1429.The modeled gravity was interpolated from observed gravity values.
 RZ1429
 RZ1429;                    North         East     Units Scale Factor Converg.
 RZ1429;SPC WA S     -   163,802.043   754,358.529   MT  0.99991918   +2 25 09.8
 RZ1429;SPC WA S     -   537,407.20  2,474,924.61   sFT  0.99991918   +2 25 09.8
 RZ1429;UTM  11      - 5,178,364.638   487,067.847   MT  0.99960206   -0 07 24.1
 RZ1429
 RZ1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1429!SPC WA S     -   0.99988540  x   0.99991918  =   0.99980459
 RZ1429!UTM  11      -   0.99988540  x   0.99960206  =   0.99948751
 RZ1429
 RZ1429                          SUPERSEDED SURVEY CONTROL
 RZ1429
 RZ1429  NAD 83(1998)-  46 45 31.34690(N)    117 10 09.63127(W) AD(       ) B
 RZ1429  ELLIP H (07/23/97)  731.18   (m)                       GP(       ) 3 1
 RZ1429  NAVD 88 (07/23/97)  749.87   (m)         2460.2    (f) LEVELING    3  
 RZ1429
 RZ1429.Superseded values are not recommended for survey control.
 RZ1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1429.See file dsdata.txt to determine how the superseded data were derived.
 RZ1429
 RZ1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM8706878365(NAD 83)
 RZ1429_MARKER: DV = VERTICAL CONTROL DISK
 RZ1429_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1429_SP_SET: ROCK OUTCROP
 RZ1429_STAMPING: A 488 1980
 RZ1429_MARK LOGO: NGS   
 RZ1429_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1429+STABILITY: POSITION/ELEVATION WELL
 RZ1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1429+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1996
 RZ1429
 RZ1429  HISTORY     - Date     Condition        Report By
 RZ1429  HISTORY     - 1980     MONUMENTED       NGS
 RZ1429  HISTORY     - 19960724 GOOD             CHANCE
 RZ1429
 RZ1429                          STATION DESCRIPTION
 RZ1429
 RZ1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1429'21.0 KM (13.05 MI) SW FROM PALOUSE.
 RZ1429'21.0 KILOMETERS (13.05 MILES) SOUTHWEST ALONG STATE HIGHWAY 27 FROM
 RZ1429'THE JUNCTION OF STATE HIGHWAY 272 IN PALOUSE, 0.25 KILOMETER (0.15
 RZ1429'MILE) NORTH OF HIGHWAY MILEPOST 2, 0.2 KILOMETER (0.1 MILE) SOUTH
 RZ1429'OF THE JUNCTION OF THE ALBION-PULLMAN ROAD, SET IN TOP OF A SMALL
 RZ1429'ROCK OUTCROP DIRECTLY ACROSS THE HIGHWAY FROM THE MCKEIRNAN BROTHERS
 RZ1429'SHOP, 8.1 METERS (26.5 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY.
 RZ1429'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RZ1429'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RZ1429
 RZ1429                          STATION RECOVERY (1996)
 RZ1429
 RZ1429'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RZ1429'THE STATION IS LOCATED 12.5 MILES (20.1 KM) SOUTHEAST OF COLFAX, 8
 RZ1429'MILES (12.9 KM) NORTHWEST OF MOSCOW, IDAHO, 2 MILES (3.2 KM) NORTH OF
 RZ1429'PULLMAN IN HIGHWAY RIGHT OF WAY  TO REACH THE STATION FROM THE
 RZ1429'JUNCTION OF US HIGHWAY 207 AND US HIGHWAY 27 IN PULLMAN, PROCEED NORTH
 RZ1429'ON HIGHWAY 27 FOR 2.1 MILES (3.4 KM) TO THE STATION ON THE LEFT IN A
 RZ1429'ROCK OUTCROP DIRECTLY ACROSS THE ROAD FROM MC-KIERNAN BROTHERS U-HAUL
 RZ1429'BUILDING  THE STATION IS A STANDARD NGS VERTICAL CONTROL MARK DISK SET
 RZ1429'IN A DRILL HOLE IN A ROCK OUTCROP.  THE STATION IS LOCATED 0.3 M (1.0
 RZ1429'FT) SOUTH OF A WITNESS POST, 8.4 M (27.6 FT) WEST OF THE CENTERLINE OF
 RZ1429'HIGHWAY 27, 25.4 M (83.3 FT) NORTHEAST OF THE NORTHERNMOST OF 3 PINE
 RZ1429'TREES, 34.0 M (111.5 FT) NORTH OF THE SOUTHERNMOST OF THREE PINE TREES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1343 ***********************************************************************
 RZ1343  DESIGNATION -  A 489
 RZ1343  PID         -  RZ1343
 RZ1343  STATE/COUNTY-  WA/ASOTIN
 RZ1343  USGS QUAD   -  CLARKSTON (1971)
 RZ1343
 RZ1343                         *CURRENT SURVEY CONTROL
 RZ1343  ___________________________________________________________________
 RZ1343* NAD 83(1986)-  46 24 52.     (N)    117 05 41.     (W)     SCALED    
 RZ1343* NAVD 88     -       227.155  (meters)     745.26   (feet)  ADJUSTED  
 RZ1343  ___________________________________________________________________
 RZ1343  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 RZ1343  DYNAMIC HT  -         227.152 (meters)     745.25  (feet)  COMP
 RZ1343  MODELED GRAV-     980,598.1   (mgal)                       NAVD 88
 RZ1343
 RZ1343  VERT ORDER  -  FIRST     CLASS II
 RZ1343
 RZ1343.The horizontal coordinates were scaled from a topographic map and have
 RZ1343.an estimated accuracy of +/- 6 seconds.
 RZ1343
 RZ1343.The orthometric height was determined by differential leveling
 RZ1343.and adjusted by the National Geodetic Survey in June 1991..
 RZ1343
 RZ1343.The geoid height was determined by GEOID03.
 RZ1343
 RZ1343.The dynamic height is computed by dividing the NAVD 88
 RZ1343.geopotential number by the normal gravity value computed on the
 RZ1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1343.degrees latitude (g = 980.6199 gals.).
 RZ1343
 RZ1343.The modeled gravity was interpolated from observed gravity values.
 RZ1343
 RZ1343;                    North         East    Units  Estimated Accuracy
 RZ1343;SPC WA S     -   125,820.      761,710.      MT  (+/- 180 meters Scaled)
 RZ1343
 RZ1343                          SUPERSEDED SURVEY CONTROL
 RZ1343
 RZ1343.No superseded survey control is available for this station.
 RZ1343
 RZ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM927401(NAD 83)
 RZ1343_MARKER: DB = BENCH MARK DISK
 RZ1343_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1343_SP_SET: ROCK OUTCROP
 RZ1343_STAMPING: A 489 1980
 RZ1343_MARK LOGO: NGS   
 RZ1343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1343+STABILITY: POSITION/ELEVATION WELL
 RZ1343
 RZ1343  HISTORY     - Date     Condition        Report By
 RZ1343  HISTORY     - 1980     MONUMENTED       NGS
 RZ1343
 RZ1343                          STATION DESCRIPTION
 RZ1343
 RZ1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1343'4.7 KM (2.9 MI) WEST FROM CLARKSTON.
 RZ1343'4.7 KILOMETERS (2.9 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE WEST
 RZ1343'END OF THE HIGHWAY BRIDGE OVER THE SNAKE RIVER IN CLARKSTON, 0.55
 RZ1343'KILOMETER (0.35 MILE) WEST OF THE Y JUNCTION OF ELM STREET, 0.2
 RZ1343'KILOMETER (0.1 MILE) SOUTHEAST OF HIGHWAY MILEPOST 431, SET IN TOP
 RZ1343'OF A ROCK OUTCROP AT THE FOOT OF AND AT THE SOUTHEAST END OF A HIGH
 RZ1343'CLIFF, 19.5 METERS (64.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 RZ1343'HIGHWAY, 41.5 METERS (136 FEET) WEST OF THE NORTHWEST END OF A STEEL
 RZ1343'GUARDRAIL, 22.6 METERS (74.0 FEET) NORTHWEST OF THE WEST END OF A
 RZ1343'HIGHWAY BARBED WIRE RIGHT-OF-WAY FENCE, 19.1 METERS (62.5 FEET)
 RZ1343'SOUTHWEST OF THE NORTHWEST EDGE OF AN OFFSET IN THE LOWER PORTION OF
 RZ1343'THE OUTCROP.
 RZ1343'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 RZ1343'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0445 ***********************************************************************
 SW0445  DESIGNATION -  A 5
 SW0445  PID         -  SW0445
 SW0445  STATE/COUNTY-  WA/GRANT
 SW0445  USGS QUAD   -  MOLD (1965)
 SW0445
 SW0445                         *CURRENT SURVEY CONTROL
 SW0445  ___________________________________________________________________
 SW0445* NAD 83(1986)-  47 37 52.     (N)    119 16 38.     (W)     SCALED    
 SW0445* NAVD 88     -       490.61   (+/-2cm)    1609.6    (feet)  VERTCON   
 SW0445  ___________________________________________________________________
 SW0445  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 SW0445
 SW0445  VERT ORDER  -  ? (See Below)
 SW0445
 SW0445.The horizontal coordinates were scaled from a topographic map and have
 SW0445.an estimated accuracy of +/- 6 seconds.
 SW0445
 SW0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0445.The vertical order pertains to the NGVD 29 superseded value.
 SW0445
 SW0445.The geoid height was determined by GEOID03.
 SW0445
 SW0445;                    North         East    Units  Estimated Accuracy
 SW0445;SPC WA S     -   256,130.      591,900.      MT  (+/- 180 meters Scaled)
 SW0445
 SW0445                          SUPERSEDED SURVEY CONTROL
 SW0445
 SW0445  NGVD 29 (??/??/92)  489.449  (m)         1605.80   (f) ADJ UNCH    ?  
 SW0445
 SW0445.Superseded values are not recommended for survey control.
 SW0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0445.See file dsdata.txt to determine how the superseded data were derived.
 SW0445
 SW0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN289778(NAD 83)
 SW0445_MARKER: DD = SURVEY DISK
 SW0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0445_STAMPING: A 5 1940
 SW0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0445+STABILITY: SURFACE MOTION
 SW0445
 SW0445  HISTORY     - Date     Condition        Report By
 SW0445  HISTORY     - 1940     MONUMENTED       BOR
 SW0445  HISTORY     - 1966     GOOD             NGS
 SW0445
 SW0445                          STATION DESCRIPTION
 SW0445
 SW0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0445'1.5 MI NE FROM COULEE CITY.
 SW0445'REACHED FROM THE JUNCTION OF U. S. HIGHWAY 2 AND STATE HIGHWAY 155
 SW0445'(ABOUT 2 MILES NORTHEAST OF COULEE CITY) BY GOING WESTERLY ON A
 SW0445'BLACKTOP ROAD FOR 0.85 MILE TO A CROSSROAD AND THE MARK IN THE
 SW0445'SOUTHEAST ANGLE.  MARK IS 32.5 FEET SOUTH OF THE CENTER OF THE
 SW0445'BLACKTOP ROAD, 26 FEET EAST OF THE CENTER OF THE GRAVEL CROSSROAD, 9
 SW0445'FEET SOUTH-SOUTHEAST OF A POWER POLE, AND ABOUT LEVEL WITH THE ROAD.
 SW0445'IT IS A BUREAU OF RECLAMATION B. M. DISK SET IN A SQUARE CONCRETE POST
 SW0445'WHICH PROJECTS 4 INCHES, STAMPED A 5 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0420 ***********************************************************************
 TR0420  DESIGNATION -  A 5
 TR0420  PID         -  TR0420
 TR0420  STATE/COUNTY-  WA/ISLAND
 TR0420  USGS QUAD   -  OAK HARBOR (1973)
 TR0420
 TR0420                         *CURRENT SURVEY CONTROL
 TR0420  ___________________________________________________________________
 TR0420* NAD 83(1991)-  48 19 47.95564(N)    122 37 47.89202(W)     ADJUSTED  
 TR0420* NAVD 88     -        36.535  (meters)     119.87   (feet)  ADJUSTED  
 TR0420  ___________________________________________________________________
 TR0420  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 TR0420  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 TR0420  DYNAMIC HT  -          36.544 (meters)     119.89  (feet)  COMP
 TR0420  MODELED GRAV-     980,857.2   (mgal)                       NAVD 88
 TR0420
 TR0420  HORZ ORDER  -  THIRD
 TR0420  VERT ORDER  -  FIRST     CLASS II
 TR0420
 TR0420.The horizontal coordinates were established by classical geodetic methods
 TR0420.and adjusted by the National Geodetic Survey in December 1991..
 TR0420
 TR0420.The orthometric height was determined by differential leveling
 TR0420.and adjusted by the National Geodetic Survey in June 1991..
 TR0420
 TR0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0420
 TR0420.The geoid height was determined by GEOID03.
 TR0420
 TR0420.The dynamic height is computed by dividing the NAVD 88
 TR0420.geopotential number by the normal gravity value computed on the
 TR0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0420.degrees latitude (g = 980.6199 gals.).
 TR0420
 TR0420.The modeled gravity was interpolated from observed gravity values.
 TR0420
 TR0420;                    North         East     Units Scale Factor Converg.
 TR0420;SPC WA N     -   149,427.319   366,801.491   MT  0.99994909   -1 20 15.5
 TR0420;SPC WA N     -   490,246.13  1,203,414.56   sFT  0.99994909   -1 20 15.5
 TR0420;UTM  10      - 5,353,044.197   527,426.065   MT  0.99960924   +0 16 35.1
 TR0420
 TR0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0420!SPC WA N     -   0.99999776  x   0.99994909  =   0.99994685
 TR0420!UTM  10      -   0.99999776  x   0.99960924  =   0.99960700
 TR0420
 TR0420                          SUPERSEDED SURVEY CONTROL
 TR0420
 TR0420  NAD 83(1986)-  48 19 47.95807(N)    122 37 47.89685(W) AD(       ) 3
 TR0420  NAD 27      -  48 19 48.59500(N)    122 37 43.27900(W) AD(       ) 3
 TR0420  NGVD 29 (??/??/92)   35.389  (m)          116.11   (f) ADJ UNCH    1 2
 TR0420
 TR0420.Superseded values are not recommended for survey control.
 TR0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0420.See file dsdata.txt to determine how the superseded data were derived.
 TR0420
 TR0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2742653044(NAD 83)
 TR0420_MARKER: DE = TRAVERSE STATION DISK
 TR0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0420_SP_SET: RETAINING WALL
 TR0420_STAMPING: A 5 1952
 TR0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0420
 TR0420  HISTORY     - Date     Condition        Report By
 TR0420  HISTORY     - 1952     MONUMENTED       CGS
 TR0420  HISTORY     - 1952     GOOD             CGS
 TR0420  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0420  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TR0420  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0420
 TR0420                          STATION DESCRIPTION
 TR0420
 TR0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0420'STATION IS ON W. SIDE OF ROAD IN THE CORNER OF A CONCRETE WALL
 TR0420'1 FT. X 0.6 FT. USED AS A RETAINING WALL FOR LAWN IN FRONT OF A
 TR0420'RAMBLING-TYPE HOUSE 1.4 MILES N. ALONG TORPEDO ROAD FROM TORPEDO
 TR0420'GATE IN THE N. BOUNDARY OF THE WHIDBEY ISLAND NAS SEAPLANE BASE.
 TR0420'
 TR0420'THE MARK IS A STANDARD BRONZE DISK, STAMPED A-5, 1952, SET IN
 TR0420'CORNER OF CONCRETE WALL ABOUT 0.9 FT. ABOVE ROAD, WHICH IS 51.6
 TR0420'FT. N. E. OF THE N. E. CORNER OF THE HOUSE, 23.5 FT. W. OF
 TR0420'CENTERLINE OF ROAD AND 15.0 FT. S. OF CENTER OF ASPHALT DRIVEWAY.
 TR0420
 TR0420                          STATION RECOVERY (1952)
 TR0420
 TR0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0420'3.9 MI N FROM OAK HARBOR.
 TR0420'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0420'THE MAIN GATE OF THE WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0420'THENCE 0.9 MILE NORTHEAST ALONG MIDWAY BLVD., THENCE 2.4 MILES NORTH
 TR0420'ALONG TORPEDO ROAD, IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE
 TR0420'RETAINING WALL FOR A LAWN IN FRONT OF A ONE-STORY HOUSE, 51.6 FEET
 TR0420'EAST OF THE NORTHEAST CORNER OF THE HOUSE, 23 1/2 FEET WEST OF THE
 TR0420'CENTER LINE OF THE ROAD, 15 FEET SOUTH OF THE CENTER LINE OF AN
 TR0420'ASPHALT DRIVEWAY LEADING WEST, ABOUT 1 FOOT HIGHER THAN THE ROAD.
 TR0420
 TR0420                          STATION RECOVERY (1960)
 TR0420
 TR0420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0420'IT IS REPORTED THAT THE STATION HAS BEEN DESTROYED AND THAT THE
 TR0420'DISK WAS REMOVED AND GIVEN TO THE WASHINGTON STATE HIGHWAY DEPT.
 TR0420
 TR0420                          STATION RECOVERY (1973)
 TR0420
 TR0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TR0420'THE MARK WAS NOT FOUND.  IT WAS REPORTED IN 1960 THAT THE STATION
 TR0420'HAD BEEN DESTROYED.  A SMALL CONCRETE WALL WAS FOUND RUNNING WEST
 TR0420'FROM A ROCK WALL AND APPARENTLY THE WALL HAD ALL BEEN CONCRETE AT
 TR0420'ONE TIME AND HAS BEEN REBUILT WITH ROCK.  IT IS ASSUMED THE MARK
 TR0420'WAS IN THE PORTION OF THE WALL WHICH HAS BEEN REBUILT.
 TR0420'
 TR0420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR0420'2.9 MILES NORTH OF OAK HARBOR.
 TR0420
 TR0420                          STATION RECOVERY (1973)
 TR0420
 TR0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1313 ***********************************************************************
 SA1313  DESIGNATION -  A 50
 SA1313  PID         -  SA1313
 SA1313  STATE/COUNTY-  WA/YAKIMA
 SA1313  USGS QUAD   -  SULPHUR SPRING (1978)
 SA1313
 SA1313                         *CURRENT SURVEY CONTROL
 SA1313  ___________________________________________________________________
 SA1313* NAD 83(1986)-  46 28 08.     (N)    119 55 59.     (W)     SCALED    
 SA1313* NAVD 88     -       641.300  (meters)    2104.00   (feet)  ADJUSTED  
 SA1313  ___________________________________________________________________
 SA1313  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SA1313  DYNAMIC HT  -         641.284 (meters)    2103.95  (feet)  COMP
 SA1313  MODELED GRAV-     980,568.7   (mgal)                       NAVD 88
 SA1313
 SA1313  VERT ORDER  -  SECOND    CLASS 0
 SA1313
 SA1313.The horizontal coordinates were scaled from a topographic map and have
 SA1313.an estimated accuracy of +/- 6 seconds.
 SA1313
 SA1313.The orthometric height was determined by differential leveling
 SA1313.and adjusted by the National Geodetic Survey in June 1991..
 SA1313
 SA1313.The geoid height was determined by GEOID03.
 SA1313
 SA1313.The dynamic height is computed by dividing the NAVD 88
 SA1313.geopotential number by the normal gravity value computed on the
 SA1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1313.degrees latitude (g = 980.6199 gals.).
 SA1313
 SA1313.The modeled gravity was interpolated from observed gravity values.
 SA1313
 SA1313;                    North         East    Units  Estimated Accuracy
 SA1313;SPC WA S     -   126,370.      543,540.      MT  (+/- 180 meters Scaled)
 SA1313
 SA1313                          SUPERSEDED SURVEY CONTROL
 SA1313
 SA1313  NGVD 29 (??/??/92)  640.217  (m)         2100.45   (f) ADJ UNCH    2 0
 SA1313
 SA1313.Superseded values are not recommended for survey control.
 SA1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1313.See file dsdata.txt to determine how the superseded data were derived.
 SA1313
 SA1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM748503(NAD 83)
 SA1313_MARKER: DB = BENCH MARK DISK
 SA1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1313_STAMPING: A 50 1934
 SA1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1313+STABILITY: SURFACE MOTION
 SA1313
 SA1313  HISTORY     - Date     Condition        Report By
 SA1313  HISTORY     - 1934     MONUMENTED       CGS
 SA1313  HISTORY     - 1974     GOOD             USGS
 SA1313
 SA1313                          STATION DESCRIPTION
 SA1313
 SA1313'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA1313'12.3 MI N FROM SUNNYSIDE.
 SA1313'SUNNEYSIDE POST OFFICE, GO EAST 1.6 MI ALONG EDISON AVE, THENCE LEFT,
 SA1313'NORTH ALONG STATE HWY 241 10.7 MILES, 26 FEET EAST OF CENTER OF
 SA1313'ROADWAY.  AT THE SUMMIT OF THE RATTLESNAKE HILLS, ABOUT 0.2 MILES
 SA1313'SOUTH OF A POINT WHERE THE BONNEVILLE POWER LINE CROSSES THE ROAD, 340
 SA1313'FEET NORTH OF A FIELD GATE, SET IN TOP OF A CONCRETE POST. NOTE-- IN
 SA1313'1949 GRADING OPERATIONS HAVE REMOVED THE DIRT FROM THE WEST SIDE OF
 SA1313'THE MARK-POST IS STILL SOLID IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0689 ***********************************************************************
 SV0689  DESIGNATION -  A 5+00 USE
 SV0689  PID         -  SV0689
 SV0689  STATE/COUNTY-  WA/SPOKANE
 SV0689  USGS QUAD   -  SPOKANE NW (1986)
 SV0689
 SV0689                         *CURRENT SURVEY CONTROL
 SV0689  ___________________________________________________________________
 SV0689* NAD 83(1986)-  47 39 48.     (N)    117 24 40.     (W)     SCALED    
 SV0689* NAVD 88     -       575.791  (meters)    1889.07   (feet)  ADJUSTED  
 SV0689  ___________________________________________________________________
 SV0689  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SV0689  DYNAMIC HT  -         575.828 (meters)    1889.20  (feet)  COMP
 SV0689  MODELED GRAV-     980,657.4   (mgal)                       NAVD 88
 SV0689
 SV0689  VERT ORDER  -  FIRST     CLASS II
 SV0689
 SV0689.The horizontal coordinates were scaled from a topographic map and have
 SV0689.an estimated accuracy of +/- 6 seconds.
 SV0689
 SV0689.The orthometric height was determined by differential leveling
 SV0689.and adjusted by the National Geodetic Survey in June 1991..
 SV0689.WARNING-Repeat measurements at this control monument indicate possible
 SV0689.vertical movement.
 SV0689
 SV0689.The geoid height was determined by GEOID03.
 SV0689
 SV0689.The dynamic height is computed by dividing the NAVD 88
 SV0689.geopotential number by the normal gravity value computed on the
 SV0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0689.degrees latitude (g = 980.6199 gals.).
 SV0689
 SV0689.The modeled gravity was interpolated from observed gravity values.
 SV0689
 SV0689;                    North         East    Units  Estimated Accuracy
 SV0689;SPC WA N     -    79,470.      756,950.      MT  (+/- 180 meters Scaled)
 SV0689
 SV0689                          SUPERSEDED SURVEY CONTROL
 SV0689
 SV0689  NGVD 29 (??/??/92)  574.650  (m)         1885.33   (f) ADJ UNCH    1 2
 SV0689
 SV0689.Superseded values are not recommended for survey control.
 SV0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0689.See file dsdata.txt to determine how the superseded data were derived.
 SV0689
 SV0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN691789(NAD 83)
 SV0689_MARKER: DD = SURVEY DISK
 SV0689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0689_SP_SET: SIDEWALK
 SV0689_STAMPING: A 5 + 00
 SV0689_MARK LOGO: USE   
 SV0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0689
 SV0689  HISTORY     - Date     Condition        Report By
 SV0689  HISTORY     - UNK      MONUMENTED       DOD
 SV0689  HISTORY     - 1965     GOOD             NGS
 SV0689  HISTORY     - 1980     GOOD             NGS
 SV0689  HISTORY     - 20040321 MARK NOT FOUND   USPSQD
 SV0689
 SV0689                          STATION DESCRIPTION
 SV0689
 SV0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0689'IN SPOKANE.
 SV0689'AT SPOKANE, SPOKANE COUNTY, ABOUT 0.45 MILE NORTH ALONG DIVISION
 SV0689'STREET FROM THE NORTHERN PACIFIC RAILWAY OVERPASS, AT THE BRIDGE OVER
 SV0689'SPOKANE RIVER, 13.6 FEET SOUTH OF THE NORTH END, IN THE WEST SIDEWALK,
 SV0689'AND 1 FOOT EAST OF THE CONCRETE RAILING.  A CORPS OF ENGINEERS, U.S.
 SV0689'ARMY, STANDARD DISK, STAMPED A 5+00.
 SV0689
 SV0689                          STATION RECOVERY (1980)
 SV0689
 SV0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0689'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
 SV0689
 SV0689                          STATION RECOVERY (2004)
 SV0689
 SV0689'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEL)
 SV0689'BRIDGE AND RAIL REBUILT IN 1992.  MARKER LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1757 ***********************************************************************
 SA1757  DESIGNATION -  A 502
 SA1757  PID         -  SA1757
 SA1757  STATE/COUNTY-  WA/WALLA WALLA
 SA1757  USGS QUAD   -  WALLULA (1992)
 SA1757
 SA1757                         *CURRENT SURVEY CONTROL
 SA1757  ___________________________________________________________________
 SA1757* NAD 83(1986)-  46 02 40.     (N)    118 56 22.     (W)     SCALED    
 SA1757* NAVD 88     -       123.090  (meters)     403.84   (feet)  ADJUSTED  
 SA1757  ___________________________________________________________________
 SA1757  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SA1757  DYNAMIC HT  -         123.090 (meters)     403.84  (feet)  COMP
 SA1757  MODELED GRAV-     980,616.8   (mgal)                       NAVD 88
 SA1757
 SA1757  VERT ORDER  -  FIRST     CLASS II
 SA1757
 SA1757.The horizontal coordinates were scaled from a topographic map and have
 SA1757.an estimated accuracy of +/- 6 seconds.
 SA1757
 SA1757.The orthometric height was determined by differential leveling
 SA1757.and adjusted by the National Geodetic Survey in June 1991..
 SA1757
 SA1757.The geoid height was determined by GEOID03.
 SA1757
 SA1757.The dynamic height is computed by dividing the NAVD 88
 SA1757.geopotential number by the normal gravity value computed on the
 SA1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1757.degrees latitude (g = 980.6199 gals.).
 SA1757
 SA1757.The modeled gravity was interpolated from observed gravity values.
 SA1757
 SA1757;                    North         East    Units  Estimated Accuracy
 SA1757;SPC WA S     -    80,240.      620,780.      MT  (+/- 180 meters Scaled)
 SA1757
 SA1757                          SUPERSEDED SURVEY CONTROL
 SA1757
 SA1757.No superseded survey control is available for this station.
 SA1757
 SA1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM499008(NAD 83)
 SA1757_MARKER: DB = BENCH MARK DISK
 SA1757_SETTING: 66 = SET IN ROCK OUTCROP
 SA1757_SP_SET: ROCK OUTCROP
 SA1757_STAMPING: A 502 1981
 SA1757_MARK LOGO: NGS   
 SA1757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1757+STABILITY: POSITION/ELEVATION WELL
 SA1757
 SA1757  HISTORY     - Date     Condition        Report By
 SA1757  HISTORY     - 1981     MONUMENTED       NGS
 SA1757  HISTORY     - 20040425 GOOD             GEOCAC
 SA1757
 SA1757                          STATION DESCRIPTION
 SA1757
 SA1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1757'3.0 KM (1.9 MI) SW FROM WALLULA.
 SA1757'3.0 KM (1.9 MI) SOUTH ALONG U.S. HIGHWAY 730 AND 395 FROM THE STATE
 SA1757'TRUCK SCALES AT WALLULA JUNCTION, 0.25 KM (0.15 MI) NORTH OF HIGHWAY
 SA1757'MILEPOST 4, 0.2 KM (0.1 MI) NORTH OF THE PULLOFF FOR THE TWO SISTERS
 SA1757'MONUMENT SIGN AND BENCH MARK E 340, 0.1 KM (0.05 MI) NORTHWEST  OF AND
 SA1757'BELOW THE TWO SISTERS MONUMENT, IN TOP OF A 2 X 2 FOOT SHELF IN A ROCK
 SA1757'CUT, 6.1 METERS (20.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 18.6
 SA1757'METERS (61.0 FT) SOUTH OF THE NORTH END OF THE CUT AND BELOW A DEEP
 SA1757'NARROW RAVINE.
 SA1757'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 SA1757'THE MARK IS 0.9 M ABOVE THE HIGHWAY CENTERLINE.
 SA1757
 SA1757                          STATION RECOVERY (2004)
 SA1757
 SA1757'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA1757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1785 ***********************************************************************
 SA1785  DESIGNATION -  A 503
 SA1785  PID         -  SA1785
 SA1785  STATE/COUNTY-  WA/FRANKLIN
 SA1785  USGS QUAD   -  ELTOPIA (1992)
 SA1785
 SA1785                         *CURRENT SURVEY CONTROL
 SA1785  ___________________________________________________________________
 SA1785* NAD 83(1986)-  46 28 46.     (N)    119 00 43.     (W)     SCALED    
 SA1785* NAVD 88     -       184.525  (meters)     605.40   (feet)  ADJUSTED  
 SA1785  ___________________________________________________________________
 SA1785  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SA1785  DYNAMIC HT  -         184.531 (meters)     605.42  (feet)  COMP
 SA1785  MODELED GRAV-     980,643.2   (mgal)                       NAVD 88
 SA1785
 SA1785  VERT ORDER  -  FIRST     CLASS II
 SA1785
 SA1785.The horizontal coordinates were scaled from a topographic map and have
 SA1785.an estimated accuracy of +/- 6 seconds.
 SA1785
 SA1785.The orthometric height was determined by differential leveling
 SA1785.and adjusted by the National Geodetic Survey in June 1991..
 SA1785
 SA1785.The geoid height was determined by GEOID03.
 SA1785
 SA1785.The dynamic height is computed by dividing the NAVD 88
 SA1785.geopotential number by the normal gravity value computed on the
 SA1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1785.degrees latitude (g = 980.6199 gals.).
 SA1785
 SA1785.The modeled gravity was interpolated from observed gravity values.
 SA1785
 SA1785;                    North         East    Units  Estimated Accuracy
 SA1785;SPC WA S     -   128,470.      614,250.      MT  (+/- 180 meters Scaled)
 SA1785
 SA1785                          SUPERSEDED SURVEY CONTROL
 SA1785
 SA1785.No superseded survey control is available for this station.
 SA1785
 SA1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM455492(NAD 83)
 SA1785_MARKER: I = METAL ROD
 SA1785_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SA1785_SP_SET: STAINLESS STEEL ROD
 SA1785_STAMPING: A 503 1981
 SA1785_MARK LOGO: NGS   
 SA1785_PROJECTION: FLUSH
 SA1785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1785+STABILITY: POSITION/ELEVATION WELL
 SA1785_ROD/PIPE-DEPTH: 9.1  meters
 SA1785
 SA1785  HISTORY     - Date     Condition        Report By
 SA1785  HISTORY     - 1981     MONUMENTED       NGS
 SA1785
 SA1785                          STATION DESCRIPTION
 SA1785
 SA1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1785'3.5 KM (2.2 MI) NORTH FROM ELTOPIA.
 SA1785'3.5 KM (2.2 MI) NORTH ALONG U.S. HIGHWAY 395 FROM THE JUNCTION OF
 SA1785'BLANTON ROAD IN ELTOPIA, 0.6 KM (0.4 MI) SOUTH OF HIGHWAY MILEPOST 40,
 SA1785'0.1 KM (0.05 MI) WEST ACROSS THE HIGHWAY FROM THE NORTH END OF A LONG
 SA1785'TALL ROCK HIGHWAY CUT, 69.8 METERS (229 FT) WEST OF THE CENTERLINE OF
 SA1785'THE HIGHWAY, 79.3 METERS (260 FT) NORTH ACROSS THE BURLINGTON NORTHERN
 SA1785'RAILROAD TRACKS FROM MILEPOST 127, 14.0 METERS (46.0 FT) EAST OF THE
 SA1785'EAST RAIL OF THE TRACKS, 0.9 METERS (3.0 FT) NORTHEAST OF THE SECOND
 SA1785'TELEPHONE POLE NORTH OF THE RAILROAD MILEPOST.
 SA1785'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 SA1785'THE MARK IS 1.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1809 ***********************************************************************
 SA1809  DESIGNATION -  A 504
 SA1809  PID         -  SA1809
 SA1809  STATE/COUNTY-  WA/FRANKLIN
 SA1809  USGS QUAD   -  CONNELL (1970)
 SA1809
 SA1809                         *CURRENT SURVEY CONTROL
 SA1809  ___________________________________________________________________
 SA1809* NAD 83(1986)-  46 44 08.     (N)    118 50 10.     (W)     SCALED    
 SA1809* NAVD 88     -       350.503  (meters)    1149.94   (feet)  ADJUSTED  
 SA1809  ___________________________________________________________________
 SA1809  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SA1809  DYNAMIC HT  -         350.513 (meters)    1149.97  (feet)  COMP
 SA1809  MODELED GRAV-     980,634.6   (mgal)                       NAVD 88
 SA1809
 SA1809  VERT ORDER  -  FIRST     CLASS II
 SA1809
 SA1809.The horizontal coordinates were scaled from a topographic map and have
 SA1809.an estimated accuracy of +/- 6 seconds.
 SA1809
 SA1809.The orthometric height was determined by differential leveling
 SA1809.and adjusted by the National Geodetic Survey in June 1991..
 SA1809
 SA1809.The geoid height was determined by GEOID03.
 SA1809
 SA1809.The dynamic height is computed by dividing the NAVD 88
 SA1809.geopotential number by the normal gravity value computed on the
 SA1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1809.degrees latitude (g = 980.6199 gals.).
 SA1809
 SA1809.The modeled gravity was interpolated from observed gravity values.
 SA1809
 SA1809;                    North         East    Units  Estimated Accuracy
 SA1809;SPC WA S     -   157,200.      627,150.      MT  (+/- 180 meters Scaled)
 SA1809
 SA1809                          SUPERSEDED SURVEY CONTROL
 SA1809
 SA1809.No superseded survey control is available for this station.
 SA1809
 SA1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM597774(NAD 83)
 SA1809_MARKER: I = METAL ROD
 SA1809_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SA1809_SP_SET: STAINLESS STEEL ROD
 SA1809_STAMPING: A 504 1981
 SA1809_MARK LOGO: NGS   
 SA1809_PROJECTION: FLUSH
 SA1809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA1809_ROD/PIPE-DEPTH: 4.3  meters
 SA1809
 SA1809  HISTORY     - Date     Condition        Report By
 SA1809  HISTORY     - 1981     MONUMENTED       NGS
 SA1809
 SA1809                          STATION DESCRIPTION
 SA1809
 SA1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1809'4.4 KM (2.7 MI) SOUTH FROM HATTON.
 SA1809'2.1 KM (1.3 MI) SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 SA1809'HATTON ROAD CROSSING IN HATTON, THENCE 2.3 KM (1.4 MI) SOUTH ALONG
 SA1809'ROXBORO ROAD, AT THE T JUNCTION OF MUSE ROAD, 7.3 METERS (24.0 FT)
 SA1809'WEST OF THE CENTERLINE OF ROXBORO ROAD, 11.6 METERS (38.0 FT) SOUTH OF
 SA1809'THE EXTENDED CENTERLINE OF MUSE ROAD WHICH IS ALSO THE FRANKILN-ADAMS
 SA1809'COUNTY LINE, 0.9 METERS (3.0 FT) SOUTHEAST OF A 4 X 4 INCH WOODEN POST
 SA1809'FOR A SIGN INDICATING FRANKLIN COUNTY, 0.7 METERS (2.3 FT) SOUTHWEST
 SA1809'OF A 6-FOOT POST WITH A FOLDING SIGN, 0.8 METERS (2.7 FT) NORTHWEST OF
 SA1809'A 4 X 4 INCH WOODEN POST WITH A VEHICLE AND ANIMAL LIMITATIONS SIGN.
 SA1809'THE MARK IS 06 METERS  NE FROM A WITNESS POST.
 SA1809'THE MARK IS ABOVE LEVEL WITH ROXBORO ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0911 ***********************************************************************
 SW0911  DESIGNATION -  A 505
 SW0911  PID         -  SW0911
 SW0911  STATE/COUNTY-  WA/ADAMS
 SW0911  USGS QUAD   -  REIMAN (1967)
 SW0911
 SW0911                         *CURRENT SURVEY CONTROL
 SW0911  ___________________________________________________________________
 SW0911* NAD 83(1986)-  47 08 45.     (N)    118 41 13.     (W)     SCALED    
 SW0911* NAVD 88     -       550.416  (meters)    1805.82   (feet)  ADJUSTED  
 SW0911  ___________________________________________________________________
 SW0911  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 SW0911  DYNAMIC HT  -         550.443 (meters)    1805.91  (feet)  COMP
 SW0911  MODELED GRAV-     980,644.9   (mgal)                       NAVD 88
 SW0911
 SW0911  VERT ORDER  -  FIRST     CLASS II
 SW0911
 SW0911.The horizontal coordinates were scaled from a topographic map and have
 SW0911.an estimated accuracy of +/- 6 seconds.
 SW0911
 SW0911.The orthometric height was determined by differential leveling
 SW0911.and adjusted by the National Geodetic Survey in June 1991..
 SW0911
 SW0911.The geoid height was determined by GEOID03.
 SW0911
 SW0911.The dynamic height is computed by dividing the NAVD 88
 SW0911.geopotential number by the normal gravity value computed on the
 SW0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0911.degrees latitude (g = 980.6199 gals.).
 SW0911
 SW0911.The modeled gravity was interpolated from observed gravity values.
 SW0911
 SW0911;                    North         East    Units  Estimated Accuracy
 SW0911;SPC WA S     -   203,050.      637,500.      MT  (+/- 180 meters Scaled)
 SW0911
 SW0911                          SUPERSEDED SURVEY CONTROL
 SW0911
 SW0911.No superseded survey control is available for this station.
 SW0911
 SW0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN721227(NAD 83)
 SW0911_MARKER: I = METAL ROD
 SW0911_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0911_SP_SET: STAINLESS STEEL ROD
 SW0911_STAMPING: A 505 1981
 SW0911_MARK LOGO: NGS   
 SW0911_PROJECTION: FLUSH
 SW0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0911_ROD/PIPE-DEPTH: 4.8  meters
 SW0911
 SW0911  HISTORY     - Date     Condition        Report By
 SW0911  HISTORY     - 1981     MONUMENTED       NGS
 SW0911  HISTORY     - 1982     GOOD             NGS
 SW0911
 SW0911                          STATION DESCRIPTION
 SW0911
 SW0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0911'21.7 KM (13.5 MI) SOUTH FROM ODESSA.
 SW0911'21.7 KM (13.5 MI) SOUTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0911'STATE HIGHWAY 28 IN ODESSA, 0.5 KM (0.3 MI) SOUTH OF THE HOEFEL FARM
 SW0911'HOUSE, 0.2 KM (0.1 MI) SOUTH OF HIGHWAY MILEPOST 18, IN THE NORTHWEST
 SW0911'CORNER OF THE T JUNCTION OF A GRAVEL ROAD LEADING WEST, 8.9 METERS
 SW0911'(29.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 19.8 METERS (65.0 FT)
 SW0911'SOUTHWEST ACROSS THE HIGHWAY FROM TELEPHONE POLE NUMBER 499, 5.3
 SW0911'METERS (17.0 FT) NORTH OF THE CENTERLINE OF THE ROAD, 1.6 METERS (5.0
 SW0911'FT) NORTHEAST OF THE NORTHEAST EDGE OF A 6-FOOT CORRUGATED PIPE
 SW0911'CULVERT SET VERTICALLY AND HOUSING TWO IRRIGATION PIPE LINE VALVES,
 SW0911'0.6 METERS (2.0 FT) SOUTHWEST OF THE CENTER ONE OF THREE FENCE POST.
 SW0911'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 SW0911'THE MARK IS 0.2 M ABOVE THE HIGHWAY CENTERLINE.
 SW0911
 SW0911                          STATION RECOVERY (1982)
 SW0911
 SW0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1102 ***********************************************************************
 SV1102  DESIGNATION -  A 506
 SV1102  PID         -  SV1102
 SV1102  STATE/COUNTY-  WA/SPOKANE
 SV1102  USGS QUAD   -  LANCE HILLS (1980)
 SV1102
 SV1102                         *CURRENT SURVEY CONTROL
 SV1102  ___________________________________________________________________
 SV1102* NAD 83(1986)-  47 27 11.     (N)    117 42 21.     (W)     SCALED    
 SV1102* NAVD 88     -       703.475  (meters)    2307.98   (feet)  ADJUSTED  
 SV1102  ___________________________________________________________________
 SV1102  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 SV1102  DYNAMIC HT  -         703.489 (meters)    2308.03  (feet)  COMP
 SV1102  MODELED GRAV-     980,609.4   (mgal)                       NAVD 88
 SV1102
 SV1102  VERT ORDER  -  FIRST     CLASS II
 SV1102
 SV1102.The horizontal coordinates were scaled from a topographic map and have
 SV1102.an estimated accuracy of +/- 6 seconds.
 SV1102
 SV1102.The orthometric height was determined by differential leveling
 SV1102.and adjusted by the National Geodetic Survey in June 1991..
 SV1102
 SV1102.The geoid height was determined by GEOID03.
 SV1102
 SV1102.The dynamic height is computed by dividing the NAVD 88
 SV1102.geopotential number by the normal gravity value computed on the
 SV1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1102.degrees latitude (g = 980.6199 gals.).
 SV1102
 SV1102.The modeled gravity was interpolated from observed gravity values.
 SV1102
 SV1102;                    North         East    Units  Estimated Accuracy
 SV1102;SPC WA N     -    55,160.      735,780.      MT  (+/- 180 meters Scaled)
 SV1102
 SV1102                          SUPERSEDED SURVEY CONTROL
 SV1102
 SV1102.No superseded survey control is available for this station.
 SV1102
 SV1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN467557(NAD 83)
 SV1102_MARKER: DB = BENCH MARK DISK
 SV1102_SETTING: 66 = SET IN ROCK OUTCROP
 SV1102_SP_SET: ROCK OUTCROP
 SV1102_STAMPING: A 506 1981
 SV1102_MARK LOGO: NGS   
 SV1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1102+STABILITY: POSITION/ELEVATION WELL
 SV1102
 SV1102  HISTORY     - Date     Condition        Report By
 SV1102  HISTORY     - 1981     MONUMENTED       NGS
 SV1102
 SV1102                          STATION DESCRIPTION
 SV1102
 SV1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SV1102'10.9 KM (6.8 MI) SW FROM CHENEY.
 SV1102'10.9 KM (6.8 MILES) SOUTHWEST ALONG THE COLUMBIA BASIN
 SV1102'HIGHWAY FROM THE INTERSECTION OF COLLEGE STREET AT CHENEY,
 SV1102'0.5 KM (0.3 MILE) NORTHEAST OF MILE POST 4, 13.5 METERS
 SV1102'(44.0 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 SV1102'IN TOP OF A VOLCANIC ROCK OUTCROP ON THE EAST SLOPE OF A
 SV1102'SMALL HILL, 106.1 METERS (348.0 FEET) SOUTHWEST OF THE
 SV1102'CENTERLINE OF A PRIVATE DRIVE WITH A WOOD RAIL GATE, 11.0
 SV1102'METERS (36.2 FEET) SOUTHWEST OF A YELLOW CONCRETE RIGHT-OF-WAY
 SV1102'MARKER, 2.7 METERS (8.9 FEET) SOUTHEAST OF THE RIGHT-OF-WAY
 SV1102'FENCE, 2.3 METERS (7.5 FEET) NORTHEAST OF A 18 INCH PINE
 SV1102'STUMP PROJECTING 12-INCHES ABOVE THE ROCK.
 SV1102'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 SV1102'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0930 ***********************************************************************
 SW0930  DESIGNATION -  A 507
 SW0930  PID         -  SW0930
 SW0930  STATE/COUNTY-  WA/LINCOLN
 SW0930  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW0930
 SW0930                         *CURRENT SURVEY CONTROL
 SW0930  ___________________________________________________________________
 SW0930* NAD 83(1986)-  47 21 09.     (N)    118 01 52.     (W)     SCALED    
 SW0930* NAVD 88     -       658.866  (meters)    2161.63   (feet)  ADJUSTED  
 SW0930  ___________________________________________________________________
 SW0930  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SW0930  DYNAMIC HT  -         658.890 (meters)    2161.71  (feet)  COMP
 SW0930  MODELED GRAV-     980,627.1   (mgal)                       NAVD 88
 SW0930
 SW0930  VERT ORDER  -  FIRST     CLASS II
 SW0930
 SW0930.The horizontal coordinates were scaled from a topographic map and have
 SW0930.an estimated accuracy of +/- 6 seconds.
 SW0930
 SW0930.The orthometric height was determined by differential leveling
 SW0930.and adjusted by the National Geodetic Survey in June 1991..
 SW0930
 SW0930.The geoid height was determined by GEOID03.
 SW0930
 SW0930.The dynamic height is computed by dividing the NAVD 88
 SW0930.geopotential number by the normal gravity value computed on the
 SW0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0930.degrees latitude (g = 980.6199 gals.).
 SW0930
 SW0930.The modeled gravity was interpolated from observed gravity values.
 SW0930
 SW0930;                    North         East    Units  Estimated Accuracy
 SW0930;SPC WA N     -    43,050.      711,680.      MT  (+/- 180 meters Scaled)
 SW0930
 SW0930                          SUPERSEDED SURVEY CONTROL
 SW0930
 SW0930.No superseded survey control is available for this station.
 SW0930
 SW0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN221448(NAD 83)
 SW0930_MARKER: I = METAL ROD
 SW0930_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0930_SP_SET: STAINLESS STEEL ROD
 SW0930_STAMPING: A 507 1981
 SW0930_MARK LOGO: NGS   
 SW0930_PROJECTION: FLUSH
 SW0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0930_ROD/PIPE-DEPTH: 6.5  meters
 SW0930
 SW0930  HISTORY     - Date     Condition        Report By
 SW0930  HISTORY     - 1981     MONUMENTED       NGS
 SW0930
 SW0930                          STATION DESCRIPTION
 SW0930
 SW0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0930'8.5 KM (5.3 MI) NW FROM SPRAGUE.
 SW0930'8.5 KM (5.3 MILES) NORTHWEST ALONG STATE HIGHWAY 23 FROM THE
 SW0930'COLUMBIA BASIN OVERPASS AT SPRAGUE, 0.8 KM (0.5 MILE)
 SW0930'NORTHWEST OF MILE POST 48, 8.1 METERS (26.5 FEET) SOUTHWEST
 SW0930'OF THE CENTERLINE OF THE HIGHWAY, 1.1 METERS (3.6 FEET)
 SW0930'SOUTHEAST OF A POWER POLE, 72.5 METERS (238.0 FEET) NORTHWEST
 SW0930'OF A PIPE LINE CROSSING THE HIGHWAY.
 SW0930'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 SW0930'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0954 ***********************************************************************
 SW0954  DESIGNATION -  A 508
 SW0954  PID         -  SW0954
 SW0954  STATE/COUNTY-  WA/LINCOLN
 SW0954  USGS QUAD   -  HARRINGTON (1969)
 SW0954
 SW0954                         *CURRENT SURVEY CONTROL
 SW0954  ___________________________________________________________________
 SW0954* NAD 83(1986)-  47 23 19.     (N)    118 22 33.     (W)     SCALED    
 SW0954* NAVD 88     -       596.763  (meters)    1957.88   (feet)  ADJUSTED  
 SW0954  ___________________________________________________________________
 SW0954  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 SW0954  DYNAMIC HT  -         596.784 (meters)    1957.95  (feet)  COMP
 SW0954  MODELED GRAV-     980,630.4   (mgal)                       NAVD 88
 SW0954
 SW0954  VERT ORDER  -  FIRST     CLASS II
 SW0954
 SW0954.The horizontal coordinates were scaled from a topographic map and have
 SW0954.an estimated accuracy of +/- 6 seconds.
 SW0954
 SW0954.The orthometric height was determined by differential leveling
 SW0954.and adjusted by the National Geodetic Survey in June 1991..
 SW0954
 SW0954.The geoid height was determined by GEOID03.
 SW0954
 SW0954.The dynamic height is computed by dividing the NAVD 88
 SW0954.geopotential number by the normal gravity value computed on the
 SW0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0954.degrees latitude (g = 980.6199 gals.).
 SW0954
 SW0954.The modeled gravity was interpolated from observed gravity values.
 SW0954
 SW0954;                    North         East    Units  Estimated Accuracy
 SW0954;SPC WA N     -    46,170.      685,520.      MT  (+/- 180 meters Scaled)
 SW0954
 SW0954                          SUPERSEDED SURVEY CONTROL
 SW0954
 SW0954.No superseded survey control is available for this station.
 SW0954
 SW0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN961492(NAD 83)
 SW0954_MARKER: DB = BENCH MARK DISK
 SW0954_SETTING: 66 = SET IN ROCK OUTCROP
 SW0954_SP_SET: ROCK OUTCROP
 SW0954_STAMPING: A 508 1981
 SW0954_MARK LOGO: NGS   
 SW0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0954+STABILITY: POSITION/ELEVATION WELL
 SW0954
 SW0954  HISTORY     - Date     Condition        Report By
 SW0954  HISTORY     - 1981     MONUMENTED       NGS
 SW0954
 SW0954                          STATION DESCRIPTION
 SW0954
 SW0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0954'13.6 KM (8.45 MI) SW FROM HARRINGTON.
 SW0954'11.6 KM (7.27 MILES) SOUTHWEST ALONG THE BURLINGTON NORTHERN
 SW0954'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 23 AT HARRINGTON,
 SW0954'THENCE 2.0 KM (1.2 MILES) SOUTHWEST ALONG A PAVED ROAD,
 SW0954'0.6 KM (0.4 MILE) NORTHEAST OF A PRIVATE ROAD LEADING SOUTH
 SW0954'TO A FARM, 0.25 KM (0.15 MILE) SOUTHWEST OF A STONE BOX
 SW0954'CULVERT WITH A CONCRETE HEADWALL, IN TOP OF A SHELF OF ROCK
 SW0954'OUTCROP ON THE SOUTH SLOPE OF A HILL, 20.9 METERS (68.5 FEET)
 SW0954'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.1 METERS
 SW0954'(3.5 FEET) BELOW THE TOP OF THE RIDGE.
 SW0954'THE MARK IS 1.2 METERS  SE FROM A WITNESS POST.
 SW0954'THE MARK IS 1.4 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0981 ***********************************************************************
 SW0981  DESIGNATION -  A 509
 SW0981  PID         -  SW0981
 SW0981  STATE/COUNTY-  WA/LINCOLN
 SW0981  USGS QUAD   -  SULLIVAN LAKE (1968)
 SW0981
 SW0981                         *CURRENT SURVEY CONTROL
 SW0981  ___________________________________________________________________
 SW0981* NAD 83(1986)-  47 28 48.     (N)    118 47 06.     (W)     SCALED    
 SW0981* NAVD 88     -       568.872  (meters)    1866.37   (feet)  ADJUSTED  
 SW0981  ___________________________________________________________________
 SW0981  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 SW0981  DYNAMIC HT  -         568.906 (meters)    1866.49  (feet)  COMP
 SW0981  MODELED GRAV-     980,654.5   (mgal)                       NAVD 88
 SW0981
 SW0981  VERT ORDER  -  FIRST     CLASS II
 SW0981
 SW0981.The horizontal coordinates were scaled from a topographic map and have
 SW0981.an estimated accuracy of +/- 6 seconds.
 SW0981
 SW0981.The orthometric height was determined by differential leveling
 SW0981.and adjusted by the National Geodetic Survey in June 1991..
 SW0981
 SW0981.The geoid height was determined by GEOID03.
 SW0981
 SW0981.The dynamic height is computed by dividing the NAVD 88
 SW0981.geopotential number by the normal gravity value computed on the
 SW0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0981.degrees latitude (g = 980.6199 gals.).
 SW0981
 SW0981.The modeled gravity was interpolated from observed gravity values.
 SW0981
 SW0981;                    North         East    Units  Estimated Accuracy
 SW0981;SPC WA N     -    55,420.      654,370.      MT  (+/- 180 meters Scaled)
 SW0981
 SW0981                          SUPERSEDED SURVEY CONTROL
 SW0981
 SW0981.No superseded survey control is available for this station.
 SW0981
 SW0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN655600(NAD 83)
 SW0981_MARKER: I = METAL ROD
 SW0981_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0981_SP_SET: STAINLESS STEEL ROD
 SW0981_STAMPING: A 509 1981
 SW0981_MARK LOGO: NGS   
 SW0981_PROJECTION: FLUSH
 SW0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0981_ROD/PIPE-DEPTH: 1.8  meters
 SW0981
 SW0981  HISTORY     - Date     Condition        Report By
 SW0981  HISTORY     - 1981     MONUMENTED       NGS
 SW0981  HISTORY     - 1983     GOOD             NGS
 SW0981
 SW0981                          STATION DESCRIPTION
 SW0981
 SW0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0981'20.8 KM (12.95 MI) NORT FROM ODESSA.
 SW0981'20.8 KM (12.95 MI) NORTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0981'STATE HIGHWAY 28 IN ODESSA, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 45, AT
 SW0981'THE T JUNCTION OF A GRAVEL ROAD, 24.8 METERS (81.5 FT) WEST OF THE
 SW0981'CENTERLINE OF THE HIGHWAY, 9.9 METERS (32.5 FT) NORTH OF THE
 SW0981'CENTERLINE OF THE ROAD, 7 METERS (23 FT) NORTHWEST OF THE NORTH END OF
 SW0981'A 18-INCH METAL PIPE CULVERT, 0.7 METER (2.3 FT) EAST OF POWER LINE
 SW0981'POLE LA115N-42N-22W-1 WITH 3 TRANSFORMERS.
 SW0981'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 SW0981'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SW0981
 SW0981                          STATION RECOVERY (1983)
 SW0981
 SW0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SW0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0069 ***********************************************************************
 SB0069  DESIGNATION -  A 51
 SB0069  PID         -  SB0069
 SB0069  STATE/COUNTY-  WA/KITTITAS
 SB0069  USGS QUAD   -  EAST KITTITAS (1953)
 SB0069
 SB0069                         *CURRENT SURVEY CONTROL
 SB0069  ___________________________________________________________________
 SB0069* NAD 83(1986)-  46 57 25.     (N)    120 18 18.     (W)     SCALED    
 SB0069* NAVD 88     -       627.371  (meters)    2058.30   (feet)  ADJUSTED  
 SB0069  ___________________________________________________________________
 SB0069  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 SB0069  DYNAMIC HT  -         627.365 (meters)    2058.28  (feet)  COMP
 SB0069  MODELED GRAV-     980,584.4   (mgal)                       NAVD 88
 SB0069
 SB0069  VERT ORDER  -  SECOND    CLASS 0
 SB0069
 SB0069.The horizontal coordinates were scaled from a topographic map and have
 SB0069.an estimated accuracy of +/- 6 seconds.
 SB0069
 SB0069.The orthometric height was determined by differential leveling
 SB0069.and adjusted by the National Geodetic Survey in June 1991..
 SB0069
 SB0069.The geoid height was determined by GEOID03.
 SB0069
 SB0069.The dynamic height is computed by dividing the NAVD 88
 SB0069.geopotential number by the normal gravity value computed on the
 SB0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0069.degrees latitude (g = 980.6199 gals.).
 SB0069
 SB0069.The modeled gravity was interpolated from observed gravity values.
 SB0069
 SB0069;                    North         East    Units  Estimated Accuracy
 SB0069;SPC WA S     -   180,490.      514,840.      MT  (+/- 180 meters Scaled)
 SB0069
 SB0069                          SUPERSEDED SURVEY CONTROL
 SB0069
 SB0069  NGVD 29 (??/??/92)  626.237  (m)         2054.58   (f) ADJ UNCH    2 0
 SB0069
 SB0069.Superseded values are not recommended for survey control.
 SB0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0069.See file dsdata.txt to determine how the superseded data were derived.
 SB0069
 SB0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT050039(NAD 83)
 SB0069_MARKER: DB = BENCH MARK DISK
 SB0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0069_SP_SET: BRIDGE
 SB0069_STAMPING: A 51 1934
 SB0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0069
 SB0069  HISTORY     - Date     Condition        Report By
 SB0069  HISTORY     - 1934     MONUMENTED       CGS
 SB0069  HISTORY     - 1947     GOOD             NGS
 SB0069
 SB0069                          STATION DESCRIPTION
 SB0069
 SB0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SB0069'3.2 MI SE FROM EAST KITTITAS.
 SB0069'3.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0069'RAILROAD FROM THE STATION AT EAST KITTITAS, AT THE NORTHWEST END OF A
 SB0069'LONG HIGH STEEL TRESTLEOVER THE KITTITAS-BOYLSTON ROAD, 0.8 MILE
 SB0069'SOUTHEAST OF THE SIGN BOARD AT RENSLOW, 6 1/2 FEET NORTHWEST OF THE
 SB0069'NORTHWEST END OF A CONCRETE CURBING OF THE TRESTLE, 6 FEET NORTHEAST
 SB0069'OF THE NORTHEAST RAIL, SET IN THE TOP OF THE NORTHEAST CONCRETE
 SB0069'WINGWALL, 1.0 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE WINGWALL,
 SB0069'AND ABOUT 2 FEET BELOW THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1008 ***********************************************************************
 SW1008  DESIGNATION -  A 510
 SW1008  PID         -  SW1008
 SW1008  STATE/COUNTY-  WA/LINCOLN
 SW1008  USGS QUAD   -  BROADAX DRAW (1989)
 SW1008
 SW1008                         *CURRENT SURVEY CONTROL
 SW1008  ___________________________________________________________________
 SW1008* NAD 83(1986)-  47 51 09.     (N)    118 49 11.     (W)     SCALED    
 SW1008* NAVD 88     -       770.957  (meters)    2529.38   (feet)  ADJUSTED  
 SW1008  ___________________________________________________________________
 SW1008  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 SW1008  DYNAMIC HT  -         770.983 (meters)    2529.47  (feet)  COMP
 SW1008  MODELED GRAV-     980,620.1   (mgal)                       NAVD 88
 SW1008
 SW1008  VERT ORDER  -  FIRST     CLASS II
 SW1008
 SW1008.The horizontal coordinates were scaled from a topographic map and have
 SW1008.an estimated accuracy of +/- 6 seconds.
 SW1008
 SW1008.The orthometric height was determined by differential leveling
 SW1008.and adjusted by the National Geodetic Survey in June 1991..
 SW1008
 SW1008.The geoid height was determined by GEOID03.
 SW1008
 SW1008.The dynamic height is computed by dividing the NAVD 88
 SW1008.geopotential number by the normal gravity value computed on the
 SW1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW1008.degrees latitude (g = 980.6199 gals.).
 SW1008
 SW1008.The modeled gravity was interpolated from observed gravity values.
 SW1008
 SW1008;                    North         East    Units  Estimated Accuracy
 SW1008;SPC WA N     -    96,750.      650,670.      MT  (+/- 180 meters Scaled)
 SW1008
 SW1008                          SUPERSEDED SURVEY CONTROL
 SW1008
 SW1008.No superseded survey control is available for this station.
 SW1008
 SW1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP638015(NAD 83)
 SW1008_MARKER: I = METAL ROD
 SW1008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW1008_SP_SET: STAINLESS STEEL ROD
 SW1008_STAMPING: A 510 1981
 SW1008_MARK LOGO: NGS   
 SW1008_PROJECTION: FLUSH
 SW1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1008_ROD/PIPE-DEPTH: 2.7  meters
 SW1008
 SW1008  HISTORY     - Date     Condition        Report By
 SW1008  HISTORY     - 1981     MONUMENTED       NGS
 SW1008  HISTORY     - 19851028 MARK NOT FOUND   USPSQD
 SW1008
 SW1008                          STATION DESCRIPTION
 SW1008
 SW1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW1008'12.1 KM (7.55 MI) NW FROM WILBUR.
 SW1008'12.1 KM (7.55 MI) NORTHWEST ALONG STATE HIGHWAY 174 FROM THE JUNCTION
 SW1008'OF US HIGHWAY 2 IN WILBUR, 1.2 KM (0.75 MI) NORTHWEST OF THE
 SW1008'INTERSECTION OF A NORTH-SOUTH AND AN EAST-WEST PAVED ROADS, 0.6 KM
 SW1008'(0.4 MI) SOUTHEAST OF MILEPOST 33, 22.3 METERS (73 FT) SOUTHWEST OF
 SW1008'THE CENTERLINE OF THE HIGHWAY, 0.45 METERS (1.5 FT) NORTHEAST OF A
 SW1008'FENCE, THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 9 FEET.
 SW1008'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 SW1008'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 SW1008
 SW1008                          STATION RECOVERY (1985)
 SW1008
 SW1008'RECOVERY NOTE BY US POWER SQUADRON 1985 (LAB)
 SW1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0775 ***********************************************************************
 TP0775  DESIGNATION -  A 511
 TP0775  PID         -  TP0775
 TP0775  STATE/COUNTY-  WA/OKANOGAN
 TP0775  USGS QUAD   -  NESPELEM (1993)
 TP0775
 TP0775                         *CURRENT SURVEY CONTROL
 TP0775  ___________________________________________________________________
 TP0775* NAD 83(1986)-  48 08 12.     (N)    118 58 33.     (W)     SCALED    
 TP0775* NAVD 88     -       547.699  (meters)    1796.91   (feet)  ADJUSTED  
 TP0775  ___________________________________________________________________
 TP0775  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TP0775  DYNAMIC HT  -         547.745 (meters)    1797.06  (feet)  COMP
 TP0775  MODELED GRAV-     980,679.0   (mgal)                       NAVD 88
 TP0775
 TP0775  VERT ORDER  -  FIRST     CLASS II
 TP0775
 TP0775.The horizontal coordinates were scaled from a topographic map and have
 TP0775.an estimated accuracy of +/- 6 seconds.
 TP0775
 TP0775.The orthometric height was determined by differential leveling
 TP0775.and adjusted by the National Geodetic Survey in June 1991..
 TP0775
 TP0775.The geoid height was determined by GEOID03.
 TP0775
 TP0775.The dynamic height is computed by dividing the NAVD 88
 TP0775.geopotential number by the normal gravity value computed on the
 TP0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0775.degrees latitude (g = 980.6199 gals.).
 TP0775
 TP0775.The modeled gravity was interpolated from observed gravity values.
 TP0775
 TP0775;                    North         East    Units  Estimated Accuracy
 TP0775;SPC WA N     -   128,050.      638,230.      MT  (+/- 180 meters Scaled)
 TP0775
 TP0775                          SUPERSEDED SURVEY CONTROL
 TP0775
 TP0775.No superseded survey control is available for this station.
 TP0775
 TP0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP530333(NAD 83)
 TP0775_MARKER: DV = VERTICAL CONTROL DISK
 TP0775_SETTING: 80 = SET IN A BOULDER
 TP0775_SP_SET: IN DRILL HOLE IN A BOULDER
 TP0775_STAMPING: A 511 1981
 TP0775_MARK LOGO: NGS   
 TP0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0775+STABILITY: SURFACE MOTION
 TP0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP0775+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1989
 TP0775
 TP0775  HISTORY     - Date     Condition        Report By
 TP0775  HISTORY     - 1981     MONUMENTED       NGS
 TP0775  HISTORY     - 1983     GOOD             NGS
 TP0775  HISTORY     - 19890512 GOOD             NGS
 TP0775
 TP0775                          STATION DESCRIPTION
 TP0775
 TP0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0775'0.2 KM (0.1 MI) NORTH FROM COLVILLE INDIAN AGENCY.
 TP0775'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 TP0775'0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 155 FROM THE INTERSECTION OF
 TP0775'A PAVED ROAD AT THE COLVILLE INDIAN AGENCY, IN TOP OF A 1 BY 5 INCH
 TP0775'LEDGE IN A 15 BY 30 FOOT SLOPEING GRANITE OUTCROP ON THE NORTHWEST
 TP0775'SLOPE OF A SHORT EAST-WEST RIDGE, 18.8 METERS (62 FT) EAST OF THE
 TP0775'CENTERLINE OF THE HIGHWAY. 4.5 METERS (14.5 FT) EAST OF THE RIGHT OF
 TP0775'WAY FENCE, 4.3 METERS (14 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 TP0775'OUTCROP, 0.6 METERS (2 FT) EAST AND 2 FEET ABOVE THE BASE OF THE
 TP0775'OUTCROP.
 TP0775'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 TP0775
 TP0775                          STATION RECOVERY (1983)
 TP0775
 TP0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TP0775'RECOVERED IN GOOD CONDITION.
 TP0775
 TP0775                          STATION RECOVERY (1989)
 TP0775
 TP0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TP0775'THE STATION IS LOCATED ABOUT 3 KM (1.9 MI) SOUTH OF NESPELEM, 0.2 KM
 TP0775'(0.1 MI) NORTH OF THE COLVILLE INDIAN AGENCY AND ON TRIBAL LAND.
 TP0775'TO REACH FROM THE TRIBAL HEADQUARTERS BUILDING, GO WEST ON THE
 TP0775'SURFACED ROAD FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF STATE ROUTE
 TP0775'155.  TURN RIGHT AND GO NORTH ON STATE ROUTE 155 FOR 0.16 KM
 TP0775'(0.10 MI) TO THE STATION ON THE RIGHT.
 TP0775'THE MARK IS SET IN A DRILL HOLE IN A 15X30 FT SLOPEING GRAINTE
 TP0775'BOULDER.  IT IS 18.8 M (61.7 FT) EAST OF THE CENTER OF STATE ROUTE
 TP0775'155, 4.5 M (14.8 FT) EAST OF THE EAST RIGHT-OF-WAY FENCE, 4.3 M
 TP0775'(14.1 FT) SOUTHWEST OF THE NORTHWEST EDGE OF THE BOULDER, 0.3 M
 TP0775'(1.0 FT) WEST OF A WITNESS POST AND 2.0 M (6.6 FT) ABOVE THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0800 ***********************************************************************
 TP0800  DESIGNATION -  A 512
 TP0800  PID         -  TP0800
 TP0800  STATE/COUNTY-  WA/OKANOGAN
 TP0800  USGS QUAD   -  JOE LAKE (1993)
 TP0800
 TP0800                         *CURRENT SURVEY CONTROL
 TP0800  ___________________________________________________________________
 TP0800* NAD 83(1986)-  48 14 45.     (N)    119 23 06.     (W)     SCALED    
 TP0800* NAVD 88     -       433.253  (meters)    1421.43   (feet)  ADJUSTED  
 TP0800  ___________________________________________________________________
 TP0800  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 TP0800  DYNAMIC HT  -         433.309 (meters)    1421.61  (feet)  COMP
 TP0800  MODELED GRAV-     980,728.1   (mgal)                       NAVD 88
 TP0800
 TP0800  VERT ORDER  -  FIRST     CLASS II
 TP0800
 TP0800.The horizontal coordinates were scaled from a topographic map and have
 TP0800.an estimated accuracy of +/- 6 seconds.
 TP0800
 TP0800.The orthometric height was determined by differential leveling
 TP0800.and adjusted by the National Geodetic Survey in June 1991..
 TP0800
 TP0800.The geoid height was determined by GEOID03.
 TP0800
 TP0800.The dynamic height is computed by dividing the NAVD 88
 TP0800.geopotential number by the normal gravity value computed on the
 TP0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0800.degrees latitude (g = 980.6199 gals.).
 TP0800
 TP0800.The modeled gravity was interpolated from observed gravity values.
 TP0800
 TP0800;                    North         East    Units  Estimated Accuracy
 TP0800;SPC WA N     -   139,530.      607,560.      MT  (+/- 180 meters Scaled)
 TP0800
 TP0800                          SUPERSEDED SURVEY CONTROL
 TP0800
 TP0800.No superseded survey control is available for this station.
 TP0800
 TP0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP229463(NAD 83)
 TP0800_MARKER: DB = BENCH MARK DISK
 TP0800_SETTING: 66 = SET IN ROCK OUTCROP
 TP0800_SP_SET: ROCK OUTCROP
 TP0800_STAMPING: A 512 1981
 TP0800_MARK LOGO: NGS   
 TP0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0800+STABILITY: POSITION/ELEVATION WELL
 TP0800
 TP0800  HISTORY     - Date     Condition        Report By
 TP0800  HISTORY     - 1981     MONUMENTED       NGS
 TP0800  HISTORY     - 1983     GOOD             NGS
 TP0800
 TP0800                          STATION DESCRIPTION
 TP0800
 TP0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0800'21.3 KM (13.25 MI) SOUT FROM OMAK.
 TP0800'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 155 FROM THE CROSSING OF THE
 TP0800'BURLINGTON NORTHERN RAILROAD IN OMAK, THENCE 20.5 KM (12.75 MI) SOUTH
 TP0800'ALONG OMAK LAKE ROAD, IN TOP OF A 3 BY 3 FOOT GRANITE OUTCROP
 TP0800'PROJECTING 1.5 FEET ABOVE THE GROUND, ON THE NORTHEAST SIDE OF A LOW
 TP0800'RIDGE, AT THE NORTHWEST END OF A SLIGHT CURVE, 0.2 KM (0.1 MI)
 TP0800'SOUTHEAST OF AND ACROSS THE ROAD FROM A SMALL KNOLL, 0.8 KM (0.5 MI)
 TP0800'SOUTHEAST OF THE Y JUNCTION OF KARTAT ROAD LEADING SOUTHEAST TO THE
 TP0800'SOUTH END OF OMAK LAKE, 12.5 METERS (41 FT) SOUTHWEST OF THE
 TP0800'CENTERLINE OF THE ROAD, 3 METERS (9.8 FT) SOUTHWEST OF A FENCE.
 TP0800'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 TP0800'THE MARK IS 0.6 M ABOVE THE ROAD.
 TP0800
 TP0800                          STATION RECOVERY (1983)
 TP0800
 TP0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TP0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1424 ***********************************************************************
 TP1424  DESIGNATION -  A 512 RESET
 TP1424  PID         -  TP1424
 TP1424  STATE/COUNTY-  WA/OKANOGAN
 TP1424  USGS QUAD   -  JOE LAKE (1993)
 TP1424
 TP1424                         *CURRENT SURVEY CONTROL
 TP1424  ___________________________________________________________________
 TP1424* NAD 83(1986)-  48 14 45.     (N)    119 23 06.     (W)     SCALED    
 TP1424* NAVD 88     -       433.08   (meters)    1420.9    (feet)  RESET     
 TP1424  ___________________________________________________________________
 TP1424  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 TP1424
 TP1424  VERT ORDER  -  THIRD
 TP1424
 TP1424.The horizontal coordinates were scaled from a topographic map and have
 TP1424.an estimated accuracy of +/- 6 seconds.
 TP1424
 TP1424.The orthometric height was computed from unverified reset data.
 TP1424.No vertical observational check was made to the station.
 TP1424
 TP1424.The geoid height was determined by GEOID03.
 TP1424
 TP1424;                    North         East    Units  Estimated Accuracy
 TP1424;SPC WA N     -   139,530.      607,560.      MT  (+/- 180 meters Scaled)
 TP1424
 TP1424                          SUPERSEDED SURVEY CONTROL
 TP1424
 TP1424.No superseded survey control is available for this station.
 TP1424
 TP1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP229463(NAD 83)
 TP1424_MARKER: DB = BENCH MARK DISK
 TP1424_SETTING: 80 = SET IN A BOULDER
 TP1424_SP_SET: BOULDER
 TP1424_STAMPING: A 512 RESET 1983
 TP1424_MARK LOGO: NGS   
 TP1424_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1424+STABILITY: SURFACE MOTION
 TP1424
 TP1424  HISTORY     - Date     Condition        Report By
 TP1424  HISTORY     - 1983     MONUMENTED       NGS
 TP1424
 TP1424                          STATION DESCRIPTION
 TP1424
 TP1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 TP1424'17.2 KM (10.70 MI) WEST ALONG A SURFACED ROAD FROM THE INDIAN AGENCY
 TP1424'TRIBAL HEADQUARTERS TO A DIRT ROAD RIGHT, THIS ROAD WILL BE
 TP1424'ABANDONDED WHEN CONSTRUCTION IS COMPLETE, THENCE RIGHT, WEST, AND
 TP1424'NORTH ON THE SAND ROAD FOR 25.9 KM (16.10 MI) TO THE MARK ON THE
 TP1424'RIGHT, 115.7 M (379.6 FT) EAST OF THE PROPOSED CENTERLINE, 0.8 KM
 TP1424'(0.50 MI) SOUTHEAST OF A SIDE ROAD RIGHT LEADING TO THE SOUTH END OF
 TP1424'OMAK LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0868 ***********************************************************************
 TP0868  DESIGNATION -  A 513
 TP0868  PID         -  TP0868
 TP0868  STATE/COUNTY-  WA/OKANOGAN
 TP0868  USGS QUAD   -  RIVERSIDE (1981)
 TP0868
 TP0868                         *CURRENT SURVEY CONTROL
 TP0868  ___________________________________________________________________
 TP0868* NAD 83(1986)-  48 31 33.     (N)    119 31 50.     (W)     SCALED    
 TP0868* NAVD 88     -       326.248  (meters)    1070.37   (feet)  ADJUSTED  
 TP0868  ___________________________________________________________________
 TP0868  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 TP0868  DYNAMIC HT  -         326.304 (meters)    1070.55  (feet)  COMP
 TP0868  MODELED GRAV-     980,775.1   (mgal)                       NAVD 88
 TP0868
 TP0868  VERT ORDER  -  FIRST     CLASS II
 TP0868
 TP0868.The horizontal coordinates were scaled from a topographic map and have
 TP0868.an estimated accuracy of +/- 6 seconds.
 TP0868
 TP0868.The orthometric height was determined by differential leveling
 TP0868.and adjusted by the National Geodetic Survey in June 1991..
 TP0868
 TP0868.The geoid height was determined by GEOID03.
 TP0868
 TP0868.The dynamic height is computed by dividing the NAVD 88
 TP0868.geopotential number by the normal gravity value computed on the
 TP0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0868.degrees latitude (g = 980.6199 gals.).
 TP0868
 TP0868.The modeled gravity was interpolated from observed gravity values.
 TP0868
 TP0868;                    North         East    Units  Estimated Accuracy
 TP0868;SPC WA N     -   170,460.      596,220.      MT  (+/- 180 meters Scaled)
 TP0868
 TP0868                          SUPERSEDED SURVEY CONTROL
 TP0868
 TP0868.No superseded survey control is available for this station.
 TP0868
 TP0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP131778(NAD 83)
 TP0868_MARKER: I = METAL ROD
 TP0868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0868_SP_SET: STAINLESS STEEL ROD
 TP0868_STAMPING: A 513 1981
 TP0868_MARK LOGO: NGS   
 TP0868_PROJECTION: FLUSH
 TP0868_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0868_ROD/PIPE-DEPTH: 11.6 meters
 TP0868
 TP0868  HISTORY     - Date     Condition        Report By
 TP0868  HISTORY     - 1981     MONUMENTED       NGS
 TP0868  HISTORY     - 19810716 GOOD             NGS
 TP0868
 TP0868                          STATION DESCRIPTION
 TP0868
 TP0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0868'3.2 KM (2.0 MI) NORTH FROM RIVERSIDE.
 TP0868'1.3 KM (0.8 MI) NORTHWEST ALONG MAIN STREET FROM THE POST OFFICE IN
 TP0868'RIVERSIDE, THENCE 1.9 KM (1.2 MI) NORTH ALONG US HIGHWAY 97, 22.6
 TP0868'METERS (74 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24 METERS
 TP0868'(78.5 FT) NORTH OF MILEPOST 301, 2 METERS (6.5 FT) SOUTH OF A 12-INCH
 TP0868'WOODEN T FENCE CORNER POST, 0.5 METER (1.7 FT) SOUTHWEST OF THE
 TP0868'RIGHT-OF-WAY FENCE.
 TP0868'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 TP0868'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 TP0868
 TP0868                          STATION RECOVERY (1981)
 TP0868
 TP0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0892 ***********************************************************************
 TP0892  DESIGNATION -  A 514
 TP0892  PID         -  TP0892
 TP0892  STATE/COUNTY-  WA/OKANOGAN
 TP0892  USGS QUAD   -  OROVILLE (1982)
 TP0892
 TP0892                         *CURRENT SURVEY CONTROL
 TP0892  ___________________________________________________________________
 TP0892* NAD 83(1986)-  48 55 55.     (N)    119 26 04.     (W)     SCALED    
 TP0892* NAVD 88     -       282.399  (meters)     926.50   (feet)  ADJUSTED  
 TP0892  ___________________________________________________________________
 TP0892  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 TP0892  DYNAMIC HT  -         282.451 (meters)     926.67  (feet)  COMP
 TP0892  MODELED GRAV-     980,786.8   (mgal)                       NAVD 88
 TP0892
 TP0892  VERT ORDER  -  FIRST     CLASS II
 TP0892
 TP0892.The horizontal coordinates were scaled from a topographic map and have
 TP0892.an estimated accuracy of +/- 6 seconds.
 TP0892
 TP0892.The orthometric height was determined by differential leveling
 TP0892.and adjusted by the National Geodetic Survey in June 1991..
 TP0892
 TP0892.The geoid height was determined by GEOID03.
 TP0892
 TP0892.The dynamic height is computed by dividing the NAVD 88
 TP0892.geopotential number by the normal gravity value computed on the
 TP0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0892.degrees latitude (g = 980.6199 gals.).
 TP0892
 TP0892.The modeled gravity was interpolated from observed gravity values.
 TP0892
 TP0892;                    North         East    Units  Estimated Accuracy
 TP0892;SPC WA N     -   215,740.      602,500.      MT  (+/- 180 meters Scaled)
 TP0892
 TP0892                          SUPERSEDED SURVEY CONTROL
 TP0892
 TP0892.No superseded survey control is available for this station.
 TP0892
 TP0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ217227(NAD 83)
 TP0892_MARKER: I = METAL ROD
 TP0892_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0892_SP_SET: STAINLESS STEEL ROD
 TP0892_STAMPING: A 514 1981
 TP0892_MARK LOGO: NGS   
 TP0892_PROJECTION: FLUSH
 TP0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP0892+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1990
 TP0892_ROD/PIPE-DEPTH: 4.3  meters
 TP0892
 TP0892  HISTORY     - Date     Condition        Report By
 TP0892  HISTORY     - 1981     MONUMENTED       NGS
 TP0892  HISTORY     - 1988     GOOD             USPSQD
 TP0892  HISTORY     - 19900319 GOOD             NGS
 TP0892
 TP0892                          STATION DESCRIPTION
 TP0892
 TP0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0892'0.6 KM (0.4 MI) SOUTH FROM OROVILLE.
 TP0892'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TP0892'0.6 KM (0.4 MI) SOUTH ALONG US HIGHWAY 97 FROM THE BURLINGTON NORTHERN
 TP0892'RAILROAD STATION IN OROVILLE, AT THE SOUTHWEST CORNER OF THE
 TP0892'INTERSECTION OF FIR STREET AND 8TH AVENUE, 23.6 METERS (77.5 FT)
 TP0892'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.6 METERS (31.5 FT) WEST
 TP0892'OF THE CENTERLINE OF THE STREET, 8.7 METERS (28.5 FT) SOUTH OF THE
 TP0892'CENTERLINE OF THE AVENUE, 20.1 METERS (66 FT) NORTH-NORTHEAST OF THE
 TP0892'NORTHEAST CORNER OF A ONE STORY HOUSE, 1.4 METERS (4.5 FT) SOUTH OF A
 TP0892'JUNCTION POWER LINE POLE BEARING A TRANSFORMER AND A STREET LAMP.
 TP0892'THE MARK IS 0.55 METERS  S FROM A WITNESS POST.
 TP0892
 TP0892                          STATION RECOVERY (1988)
 TP0892
 TP0892'RECOVERY NOTE BY US POWER SQUADRON 1988 (HM)
 TP0892'RECOVERED IN GOOD CONDITION.
 TP0892
 TP0892                          STATION RECOVERY (1990)
 TP0892
 TP0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TP0892'THE STATION IS LOCATED ABOUT 83.7 KM (52.0 MI) NORTRHEAST OF MAZAMA,
 TP0892'61.2 KM (38.0 MI) NORTWEST OF REPUBLIC, 35.4 KM (22.0 MI) NORTH OF
 TP0892'TONASKET AND AT IN THE CITY OF OROVILLE.
 TP0892'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF CENTRAL AVENUE
 TP0892'AND GOLDEN STREET IN OROVILLE, GO WEST ON CENTRAL AVENUE FOR 0.08 KM
 TP0892'(0.05 MI) TO THE INTERSECTION OF MAIN STREET.  TURN LEFT AND GO SOUTH
 TP0892'ON MAIN STREET, US HIGHWAY 97 FOR 0.97 KM (0.60 MI) TO THE
 TP0892'INTERSECTION OF 8TH AVENUE.  TURN LEFT AND GO WEST ON 8TH AVENUE FOR
 TP0892'0.08 KM (0.05 MI) TO FIR STREET AND THE STATION IN THE SOUTHWEST
 TP0892'ANGLE OF THE INTERSECTION.
 TP0892'THE MARK IS A STAINLESS STEEL ROD SET UNDER A STANDARD NGS LOGO COVER
 TP0892'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 23.6 M (77.4 FT)
 TP0892'SOUTHWEST OF THE CENTER OF MAIN STREET, 9.6 M (31.5 FT) WEST OF THE
 TP0892'CENTER OF FIR STREET, 8.7 M (28.5 FT) SOUTH OF THE CENTER OF 8TH
 TP0892'AVENUE, 1.4 M (4.6 FT) SOUTH OF A POWER LINE POLE AND 0.6 M (2.0 FT)
 TP0892'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0347 ***********************************************************************
 TQ0347  FBN         -  This is a Federal Base Network Control Station.
 TQ0347  DESIGNATION -  A 515
 TQ0347  PID         -  TQ0347
 TQ0347  STATE/COUNTY-  WA/OKANOGAN
 TQ0347  USGS QUAD   -  MAZAMA (1991)
 TQ0347
 TQ0347                         *CURRENT SURVEY CONTROL
 TQ0347  ___________________________________________________________________
 TQ0347* NAD 83(1998)-  48 35 37.57000(N)    120 25 30.85796(W)     ADJUSTED  
 TQ0347* NAVD 88     -       651.609  (meters)    2137.82   (feet)  ADJUSTED  
 TQ0347  ___________________________________________________________________
 TQ0347  X           -  -2,140,531.138 (meters)                     COMP
 TQ0347  Y           -  -3,644,767.615 (meters)                     COMP
 TQ0347  Z           -   4,761,276.364 (meters)                     COMP
 TQ0347  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 TQ0347  ELLIP HEIGHT-         634.40  (meters)          (03/21/00) GPS OBS
 TQ0347  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 TQ0347  DYNAMIC HT  -         651.652 (meters)    2137.96  (feet)  COMP
 TQ0347  MODELED GRAV-     980,657.0   (mgal)                       NAVD 88
 TQ0347
 TQ0347  HORZ ORDER  -  A
 TQ0347  VERT ORDER  -  FIRST     CLASS II
 TQ0347  ELLP ORDER  -  THIRD     CLASS II
 TQ0347
 TQ0347.The horizontal coordinates were established by GPS observations
 TQ0347.and adjusted by the National Geodetic Survey in March 2000..
 TQ0347.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TQ0347.DATUM ITEM on the data sheet items page.
 TQ0347
 TQ0347.The orthometric height was determined by differential leveling
 TQ0347.and adjusted by the National Geodetic Survey in June 1991..
 TQ0347
 TQ0347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TQ0347
 TQ0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0347
 TQ0347.The ellipsoidal height was determined by GPS observations
 TQ0347.and is referenced to NAD 83.
 TQ0347
 TQ0347.The geoid height was determined by GEOID03.
 TQ0347
 TQ0347.The dynamic height is computed by dividing the NAVD 88
 TQ0347.geopotential number by the normal gravity value computed on the
 TQ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0347.degrees latitude (g = 980.6199 gals.).
 TQ0347
 TQ0347.The modeled gravity was interpolated from observed gravity values.
 TQ0347
 TQ0347;                    North         East     Units Scale Factor Converg.
 TQ0347;SPC WA N     -   177,283.439   530,102.291   MT  0.99997675   +0 18 13.8
 TQ0347;SPC WA N     -   581,637.42  1,739,177.27   sFT  0.99997675   +0 18 13.8
 TQ0347;UTM  10      - 5,385,499.037   689,843.417   MT  1.00004281   +1 55 54.3
 TQ0347
 TQ0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0347!SPC WA N     -   0.99990059  x   0.99997675  =   0.99987734
 TQ0347!UTM  10      -   0.99990059  x   1.00004281  =   0.99994339
 TQ0347
 TQ0347                          SUPERSEDED SURVEY CONTROL
 TQ0347
 TQ0347  NAD 83(1991)-  48 35 37.56867(N)    120 25 30.85972(W) AD(       ) B
 TQ0347  ELLIP H (05/29/91)  634.56   (m)                       GP(       ) 4 1
 TQ0347  NAVD 88 (11/01/99)  651.61   (m)         2137.8    (f) LEVELING    3  
 TQ0347  NGVD 29 (05/29/91)  650.34   (m)         2133.7    (f) LEVELING    3  
 TQ0347
 TQ0347.Superseded values are not recommended for survey control.
 TQ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0347.See file dsdata.txt to determine how the superseded data were derived.
 TQ0347
 TQ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU8984385499(NAD 83)
 TQ0347_MARKER: I = METAL ROD
 TQ0347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TQ0347_SP_SET: STAINLESS STEEL ROD
 TQ0347_STAMPING: A 515 1982
 TQ0347_MARK LOGO: NGS   
 TQ0347_PROJECTION: FLUSH
 TQ0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 TQ0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TQ0347+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1998
 TQ0347_ROD/PIPE-DEPTH: 1.8  meters
 TQ0347
 TQ0347  HISTORY     - Date     Condition        Report By
 TQ0347  HISTORY     - 1982     MONUMENTED       NGS
 TQ0347  HISTORY     - 19890906 GOOD             NGS
 TQ0347  HISTORY     - 19900820 GOOD
 TQ0347  HISTORY     - 19980708 GOOD             USFS
 TQ0347
 TQ0347                          STATION DESCRIPTION
 TQ0347
 TQ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0347'1.7 KM (1.1 MI) WEST FROM MAZAMA.
 TQ0347'THE MARK IS 0.4 M BELOW THE HIGHWAY CENTERLINE.
 TQ0347'0.3 KM (0.2 MI) SOUTHWEST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0347'OVER THE METHOW RIVER AT MAZAMA , THENCE 1.4 KM (0.9 MI) NORTHWEST
 TQ0347'ALONG STATE HIGHWAY 20, 3.2 METERS (10.5 FT) NORTHWEST OF A POWER POLE
 TQ0347'BEARING A TRNSFORMEROD,
 TQ0347'0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 179, 31.7 METERS (104 FT)
 TQ0347'SOUTHEAST OF THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTH-SOUTHWEST,
 TQ0347'17.7 METERS (58 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 6.4 METERS
 TQ0347'(21 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF A CABIN DRIVEWAY,
 TQ0347'0.5 METERS (1.8 FT) NORTHEAST OF A FENCE.
 TQ0347'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 TQ0347
 TQ0347                          STATION RECOVERY (1989)
 TQ0347
 TQ0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TQ0347'THE STATION IS LCOATED ABOUT 53 KM (32.9 MI) WEST OF CONCONCULLY, 37
 TQ0347'KM (23.0 MI) NORTHEAST OF STEHEKIN, 22.5 KM (14.0 MI) NORTHWEST OF
 TQ0347'WINTHROP, 1.6 KM (1.0 MI) NORTHWEST OF MAZAMA AND ON RIGHT-OF-WAY FOR
 TQ0347'STATE ROUTE 20.
 TQ0347'TO REACH FROM THE CONCRETE BRIDGE OVER THE METHOW RIVER AT MAZAMA, GO
 TQ0347'SOUTHWEST ON MAZAMA ROAD FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF
 TQ0347'STATE ROUTE 20.  TURN RIGHT AND GO NORTHWEST ON STATE ROUTE 20 FOR
 TQ0347'1.45 KM (0.90 MI) TO THE STATION ON THE LEFT.
 TQ0347'THE MARK IS A STAINLESS STEEL ROD, SET IN A PLASTIC PIPE WITH A
 TQ0347'STANDARD NGS LOGO COVER THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 TQ0347'3.2 M (10.5 FT) NORTHWEST OF A POWER LINE POLE, WITH A TRANSFORMER,
 TQ0347'32 M (105.0 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING
 TQ0347'SOUTH-SOUTHWEST, 17.7 M (58.1 FT) SOUTHWEST OF THE CENTER OF STATE
 TQ0347'ROUTE 20 AND 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST.
 TQ0347
 TQ0347                          STATION RECOVERY (1990)
 TQ0347
 TQ0347'RECOVERED 1990
 TQ0347'RECOVERED IN GOOD CONDITION.
 TQ0347
 TQ0347                          STATION RECOVERY (1998)
 TQ0347
 TQ0347'RECOVERY NOTE BY US FOREST SERVICE 1998 (KC)
 TQ0347'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0873 ***********************************************************************
 SX0873  DESIGNATION -  A 516
 SX0873  PID         -  SX0873
 SX0873  STATE/COUNTY-  WA/KITTITAS
 SX0873  USGS QUAD   -  CLE ELUM (1984)
 SX0873
 SX0873                         *CURRENT SURVEY CONTROL
 SX0873  ___________________________________________________________________
 SX0873* NAD 83(1986)-  47 11 52.     (N)    120 56 12.     (W)     SCALED    
 SX0873* NAVD 88     -       632.880  (meters)    2076.37   (feet)  ADJUSTED  
 SX0873  ___________________________________________________________________
 SX0873  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 SX0873  DYNAMIC HT  -         632.891 (meters)    2076.41  (feet)  COMP
 SX0873  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 SX0873
 SX0873  VERT ORDER  -  FIRST     CLASS II
 SX0873
 SX0873.The horizontal coordinates were scaled from a topographic map and have
 SX0873.an estimated accuracy of +/- 6 seconds.
 SX0873
 SX0873.The orthometric height was determined by differential leveling
 SX0873.and adjusted by the National Geodetic Survey in June 1991..
 SX0873
 SX0873.The geoid height was determined by GEOID03.
 SX0873
 SX0873.The dynamic height is computed by dividing the NAVD 88
 SX0873.geopotential number by the normal gravity value computed on the
 SX0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0873.degrees latitude (g = 980.6199 gals.).
 SX0873
 SX0873.The modeled gravity was interpolated from observed gravity values.
 SX0873
 SX0873;                    North         East    Units  Estimated Accuracy
 SX0873;SPC WA S     -   207,330.      466,910.      MT  (+/- 180 meters Scaled)
 SX0873
 SX0873                          SUPERSEDED SURVEY CONTROL
 SX0873
 SX0873.No superseded survey control is available for this station.
 SX0873
 SX0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT562292(NAD 83)
 SX0873_MARKER: DB = BENCH MARK DISK
 SX0873_SETTING: 66 = SET IN ROCK OUTCROP
 SX0873_SP_SET: ROCK OUTCROP
 SX0873_STAMPING: A 516 1982
 SX0873_MARK LOGO: NGS   
 SX0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0873+STABILITY: POSITION/ELEVATION WELL
 SX0873
 SX0873  HISTORY     - Date     Condition        Report By
 SX0873  HISTORY     - 1982     MONUMENTED       NGS
 SX0873  HISTORY     - 1982     GOOD             NGS
 SX0873  HISTORY     - 1982     GOOD             NGS
 SX0873  HISTORY     - 1987     GOOD             USPSQD
 SX0873  HISTORY     - 1988     GOOD             USPSQD
 SX0873
 SX0873                          STATION DESCRIPTION
 SX0873
 SX0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0873'IN CLE ELUM.
 SX0873'IN CLE ELUM, AT THE T JUNTION OF PENNSYLVANIA AVENUE AND SIXTH STREET,
 SX0873'IN TOP OF A FLAT PORTION OF A MASSIVE SANDSTONE OUTCROP LOCATED ON
 SX0873'PROPERTY OWNED BY THE CITY OF CLE ELUM, 47.5 METERS (156 FT) NORTH OF
 SX0873'THE CENTERLINE OF SIXTH STREET. 40.5 METERS (133 FT) EAST OF THE
 SX0873'NORTHEAST CORNER OF PRIVATE PROPERTY, 30.4 METERS (100 FT) EAST OF THE
 SX0873'EXTENDED CENTERLINE OF PENNSYLVANIA AVENUE, 22.5 METERS (74 FT) WEST
 SX0873'OF THE NEAREST 18 INCH PINE TREE. 13.7 METERS (45 FT) SOUTHEAST OF A 1
 SX0873'INCH IRON ROD PROJECTING 1 FT FROM THE OUTCROP.
 SX0873'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SX0873'THE MARK IS 6 M ABOVE SIXTH STREET.
 SX0873
 SX0873                          STATION RECOVERY (1982)
 SX0873
 SX0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0873'RECOVERED IN GOOD CONDITION.
 SX0873
 SX0873                          STATION RECOVERY (1982)
 SX0873
 SX0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0873'RECOVERED IN GOOD CONDITION.
 SX0873
 SX0873                          STATION RECOVERY (1987)
 SX0873
 SX0873'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX0873'RECOVERED IN GOOD CONDITION.
 SX0873
 SX0873                          STATION RECOVERY (1988)
 SX0873
 SX0873'RECOVERY NOTE BY US POWER SQUADRON 1988 (HML)
 SX0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0899 ***********************************************************************
 SX0899  DESIGNATION -  A 517
 SX0899  PID         -  SX0899
 SX0899  STATE/COUNTY-  WA/KITTITAS
 SX0899  USGS QUAD   -  LIBERTY (1989)
 SX0899
 SX0899                         *CURRENT SURVEY CONTROL
 SX0899  ___________________________________________________________________
 SX0899* NAD 83(1986)-  47 20 15.     (N)    120 40 54.     (W)     SCALED    
 SX0899* NAVD 88     -      1164.955  (meters)    3822.02   (feet)  ADJUSTED  
 SX0899  ___________________________________________________________________
 SX0899  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 SX0899  DYNAMIC HT  -        1164.894 (meters)    3821.82  (feet)  COMP
 SX0899  MODELED GRAV-     980,519.8   (mgal)                       NAVD 88
 SX0899
 SX0899  VERT ORDER  -  FIRST     CLASS II
 SX0899
 SX0899.The horizontal coordinates were scaled from a topographic map and have
 SX0899.an estimated accuracy of +/- 6 seconds.
 SX0899
 SX0899.The orthometric height was determined by differential leveling
 SX0899.and adjusted by the National Geodetic Survey in June 1991..
 SX0899
 SX0899.The geoid height was determined by GEOID03.
 SX0899
 SX0899.The dynamic height is computed by dividing the NAVD 88
 SX0899.geopotential number by the normal gravity value computed on the
 SX0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0899.degrees latitude (g = 980.6199 gals.).
 SX0899
 SX0899.The modeled gravity was interpolated from observed gravity values.
 SX0899
 SX0899;                    North         East    Units  Estimated Accuracy
 SX0899;SPC WA S     -   222,790.      486,270.      MT  (+/- 180 meters Scaled)
 SX0899
 SX0899                          SUPERSEDED SURVEY CONTROL
 SX0899
 SX0899.No superseded survey control is available for this station.
 SX0899
 SX0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT751452(NAD 83)
 SX0899_MARKER: DB = BENCH MARK DISK
 SX0899_SETTING: 66 = SET IN ROCK OUTCROP
 SX0899_SP_SET: ROCK OUTCROP
 SX0899_STAMPING: A 517 1982
 SX0899_MARK LOGO: NGS   
 SX0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0899+STABILITY: POSITION/ELEVATION WELL
 SX0899
 SX0899  HISTORY     - Date     Condition        Report By
 SX0899  HISTORY     - 1982     MONUMENTED       NGS
 SX0899  HISTORY     - 1988     GOOD             USPSQD
 SX0899
 SX0899                          STATION DESCRIPTION
 SX0899
 SX0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0899'39.4 KM (24.5 MI) NE FROM CLE ELUM.
 SX0899'18.8 KM (11.7 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0899'CLE ELUM, THENCE 15.8 KM (9.8 MI) NORTHEAST ALONG US HIGHWAY 97,
 SX0899'THENCE 4.8 KM (3.0 MI) NORTH ALONG OLD BLEWETT ROAD, IN TOP OF A 1 BY
 SX0899'2 FOOT LEDGE IN A MASSIVE OUTCROP, 0.7 KM (0.45 MI) NORTHEAST OF THE
 SX0899'FOURTH SWITCHBACK FROM THE BOTTOM, 1.9 KM (1.2 MI) SOUTH OF THE
 SX0899'SUMMIT, 6 METERS (19.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 1
 SX0899'METER (3.3 FT) BELOW THE WITNESS POST.
 SX0899'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 SX0899'THE MARK IS 0.3 M ABOVE CENTERLINE OF THE ROAD.
 SX0899
 SX0899                          STATION RECOVERY (1988)
 SX0899
 SX0899'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0923 ***********************************************************************
 SX0923  DESIGNATION -  A 518
 SX0923  PID         -  SX0923
 SX0923  STATE/COUNTY-  WA/CHELAN
 SX0923  USGS QUAD   -  LEAVENWORTH (1989)
 SX0923
 SX0923                         *CURRENT SURVEY CONTROL
 SX0923  ___________________________________________________________________
 SX0923* NAD 83(1986)-  47 30 39.     (N)    120 37 52.     (W)     SCALED    
 SX0923* NAVD 88     -       423.624  (meters)    1389.84   (feet)  ADJUSTED  
 SX0923  ___________________________________________________________________
 SX0923  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 SX0923  DYNAMIC HT  -         423.613 (meters)    1389.80  (feet)  COMP
 SX0923  MODELED GRAV-     980,577.8   (mgal)                       NAVD 88
 SX0923
 SX0923  VERT ORDER  -  FIRST     CLASS II
 SX0923
 SX0923.The horizontal coordinates were scaled from a topographic map and have
 SX0923.an estimated accuracy of +/- 6 seconds.
 SX0923
 SX0923.The orthometric height was determined by differential leveling
 SX0923.and adjusted by the National Geodetic Survey in June 1991..
 SX0923
 SX0923.The geoid height was determined by GEOID03.
 SX0923
 SX0923.The dynamic height is computed by dividing the NAVD 88
 SX0923.geopotential number by the normal gravity value computed on the
 SX0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0923.degrees latitude (g = 980.6199 gals.).
 SX0923
 SX0923.The modeled gravity was interpolated from observed gravity values.
 SX0923
 SX0923;                    North         East    Units  Estimated Accuracy
 SX0923;SPC WA N     -    56,820.      515,230.      MT  (+/- 180 meters Scaled)
 SX0923
 SX0923                          SUPERSEDED SURVEY CONTROL
 SX0923
 SX0923.No superseded survey control is available for this station.
 SX0923
 SX0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT783646(NAD 83)
 SX0923_MARKER: DB = BENCH MARK DISK
 SX0923_SETTING: 66 = SET IN ROCK OUTCROP
 SX0923_SP_SET: ROCK OUTCROP
 SX0923_STAMPING: A 518 1982
 SX0923_MARK LOGO: NGS   
 SX0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0923+STABILITY: POSITION/ELEVATION WELL
 SX0923
 SX0923  HISTORY     - Date     Condition        Report By
 SX0923  HISTORY     - 1982     MONUMENTED       NGS
 SX0923  HISTORY     - 1988     GOOD             USPSQD
 SX0923
 SX0923                          STATION DESCRIPTION
 SX0923
 SX0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0923'29.1 KM (18.1 MI) SW FROM WENATCHEE.
 SX0923'22.7 KM (14.1 MI) WEST ALONG US HIGHWAY 2 FROM THE CROSSING OF US
 SX0923'HIGHWAY 97 AT WENATCHEE, THENCE 6.4 KM (4.0 MI) SOUTH ALONG US HIGHWAY
 SX0923'97, IN TOP OF A 2 BY 3 FOOT ROUND PORTION OF A GRANITE OUTCROP, MIDWAY
 SX0923'BETWEEN A SMALL CONCRETE BRIDGE OVER PESHASTIN CREEK, AND THE Y
 SX0923'JUNCTION OF A PAVED ROAD (OLD HIGHWAY) LEADING SOUTHWEST THROUGH AN
 SX0923'ORCHARD, AT HIGHWAY MILEPOST 181, 86 METERS (282.0 FT) NORTH-NORTHWEST
 SX0923'OF THE NORTH END OF THE WEST CONCRETE GUARD RAIL, 72.0 METERS (236 FT)
 SX0923'NORTHWEST ACROSS THE HIGHWAY FROM MILEPOST 181, 28.0 METERS (91.9 FT)
 SX0923'EAST OF THE CENTERLINE OF A PAVED ROAD LEADING SOUTHWEST THROUGH AN
 SX0923'ORCHARD, 13 METERS (42.6 FT) WEST OF THE HIGHWAY CENTERLINE, 2 METERS
 SX0923'(6.6 FT) EAST OF A 14 INCH PONDEROSA PINE.
 SX0923'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SX0923'THE MARK IS 0.5 M ABOVE THE HIGHWAY CENTERLINE.
 SX0923
 SX0923                          STATION RECOVERY (1988)
 SX0923
 SX0923'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0950 ***********************************************************************
 SX0950  DESIGNATION -  A 519
 SX0950  PID         -  SX0950
 SX0950  STATE/COUNTY-  WA/CHELAN
 SX0950  USGS QUAD   -  WENATCHEE (1987)
 SX0950
 SX0950                         *CURRENT SURVEY CONTROL
 SX0950  ___________________________________________________________________
 SX0950* NAD 83(1986)-  47 29 17.     (N)    120 18 58.     (W)     SCALED    
 SX0950* NAVD 88     -       204.152  (meters)     669.79   (feet)  ADJUSTED  
 SX0950  ___________________________________________________________________
 SX0950  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 SX0950  DYNAMIC HT  -         204.173 (meters)     669.86  (feet)  COMP
 SX0950  MODELED GRAV-     980,715.3   (mgal)                       NAVD 88
 SX0950
 SX0950  VERT ORDER  -  FIRST     CLASS II
 SX0950
 SX0950.The horizontal coordinates were scaled from a topographic map and have
 SX0950.an estimated accuracy of +/- 6 seconds.
 SX0950
 SX0950.The orthometric height was determined by differential leveling
 SX0950.and adjusted by the National Geodetic Survey in June 1991..
 SX0950
 SX0950.The geoid height was determined by GEOID03.
 SX0950
 SX0950.The dynamic height is computed by dividing the NAVD 88
 SX0950.geopotential number by the normal gravity value computed on the
 SX0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0950.degrees latitude (g = 980.6199 gals.).
 SX0950
 SX0950.The modeled gravity was interpolated from observed gravity values.
 SX0950
 SX0950;                    North         East    Units  Estimated Accuracy
 SX0950;SPC WA N     -    54,390.      538,980.      MT  (+/- 180 meters Scaled)
 SX0950
 SX0950                          SUPERSEDED SURVEY CONTROL
 SX0950
 SX0950.No superseded survey control is available for this station.
 SX0950
 SX0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT021628(NAD 83)
 SX0950_MARKER: I = METAL ROD
 SX0950_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SX0950_SP_SET: STAINLESS STEEL ROD
 SX0950_STAMPING: A 519 1982
 SX0950_MARK LOGO: NGS   
 SX0950_PROJECTION: PROJECTING 5 CENTIMETERS
 SX0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0950_ROD/PIPE-DEPTH: 3.0  meters
 SX0950
 SX0950  HISTORY     - Date     Condition        Report By
 SX0950  HISTORY     - 1982     MONUMENTED       NGS
 SX0950  HISTORY     - 1989     GOOD             USPSQD
 SX0950  HISTORY     - 20050518 GOOD             USPSQD
 SX0950
 SX0950                          STATION DESCRIPTION
 SX0950
 SX0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0950'2.9 KM (1.8 MI) NORTH FROM WENATCHEE.
 SX0950'2.9 KM (1.8 MI) NORTH ALONG US HIGHWAY 97 FROM THE CROSSING OF US
 SX0950'HIGHWAY 2 AT WENATCHEE, AT THE WEST END OF A LARGE OVERHEAD HIGHWAY
 SX0950'SIGN, AT THE NORTHWEST POLE OF A POWER LINE CROSSING THE HIGHWAY, 106
 SX0950'PACES SOUTHWEST ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF THE
 SX0950'TREE TOP FRUIT COMPANY WAREHOUSE, 35 METERS (115 FT) WEST ACROSS THE
 SX0950'HIGHWAY FROM MILEPOST 201, 17 METERS (56 FT) WEST OF THE CENTERLINE OF
 SX0950'THE HIGHWAY, 17 METERS (56 FT) NORTH OF A FIRE HYDRANT, 5.0 METERS (16
 SX0950'FT) NORTHWEST OF THE SOUTH END OF A SHORT STEEL GUARD RAIL, 9.0 METERS
 SX0950'(29 FT) SOUTH OF THE EXTENDED CENTERLINE OF A PAVED ROAD LEADING EAST
 SX0950'ACROSS THE RAILROAD, 2 METERS (6.6 FT) NORTHEAST OF A POWER LINE POLE
 SX0950'BEARING ONE GUY WIRE, 1 METER (3.3 FT) NORTHWEST OF THE SOUTHWEST
 SX0950'CORNER OF A MAT FOUNDATION OF A HIGHWAY SIGN.
 SX0950'THE MARK IS 1.3 METERS  S FROM A WITNESS POST.
 SX0950'THE MARK IS 0.3 M BELOW THE CENTERLINE.
 SX0950
 SX0950                          STATION RECOVERY (1989)
 SX0950
 SX0950'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SX0950'RECOVERED IN GOOD CONDITION.
 SX0950
 SX0950                          STATION RECOVERY (2005)
 SX0950
 SX0950'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 SX0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0176 ***********************************************************************
 TP0176  DESIGNATION -  A 52
 TP0176  PID         -  TP0176
 TP0176  STATE/COUNTY-  WA/STEVENS
 TP0176  USGS QUAD   -  HUNTERS (1994)
 TP0176
 TP0176                         *CURRENT SURVEY CONTROL
 TP0176  ___________________________________________________________________
 TP0176* NAD 83(1986)-  48 01 32.     (N)    118 12 46.     (W)     SCALED    
 TP0176* NAVD 88     -       597.903  (meters)    1961.62   (feet)  ADJUSTED  
 TP0176  ___________________________________________________________________
 TP0176  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TP0176  DYNAMIC HT  -         597.951 (meters)    1961.78  (feet)  COMP
 TP0176  MODELED GRAV-     980,672.1   (mgal)                       NAVD 88
 TP0176
 TP0176  VERT ORDER  -  SECOND    CLASS 0
 TP0176
 TP0176.The horizontal coordinates were scaled from a topographic map and have
 TP0176.an estimated accuracy of +/- 6 seconds.
 TP0176
 TP0176.The orthometric height was determined by differential leveling
 TP0176.and adjusted by the National Geodetic Survey in June 1991..
 TP0176
 TP0176.The geoid height was determined by GEOID03.
 TP0176
 TP0176.The dynamic height is computed by dividing the NAVD 88
 TP0176.geopotential number by the normal gravity value computed on the
 TP0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0176.degrees latitude (g = 980.6199 gals.).
 TP0176
 TP0176.The modeled gravity was interpolated from observed gravity values.
 TP0176
 TP0176;                    North         East    Units  Estimated Accuracy
 TP0176;SPC WA N     -   117,350.      695,410.      MT  (+/- 180 meters Scaled)
 TP0176
 TP0176                          SUPERSEDED SURVEY CONTROL
 TP0176
 TP0176  NGVD 29 (??/??/92)  596.660  (m)         1957.54   (f) ADJ UNCH    2 0
 TP0176
 TP0176.Superseded values are not recommended for survey control.
 TP0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0176.See file dsdata.txt to determine how the superseded data were derived.
 TP0176
 TP0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP095198(NAD 83)
 TP0176_MARKER: DB = BENCH MARK DISK
 TP0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0176_STAMPING: A 52 1934
 TP0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0176+STABILITY: SURFACE MOTION
 TP0176
 TP0176  HISTORY     - Date     Condition        Report By
 TP0176  HISTORY     - 1934     MONUMENTED       CGS
 TP0176  HISTORY     - 1966     GOOD             NGS
 TP0176
 TP0176                          STATION DESCRIPTION
 TP0176
 TP0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TP0176'3.9 MI S FROM FRUITLAND.
 TP0176'A STANDARD DISK, STAMPED A 52 1934, SET IN A SQUARE CONCRETE POST
 TP0176'WHICH PROJECTS 1 INCH.  MARK IS LEVEL WITH THE ROAD SURFACE ON THE
 TP0176'OUTSIDE EDGE OF A CURVE, 10 YARDS WEST OF THE WESTERN EDGE OF A SMALL
 TP0176'RAVINE, 30 FEET NORTH OF THE CENTER OF THE ROAD AND 5 FEET WEST OF A
 TP0176'2-FOOT PINE TREE IN THE FENCELINE (WIRES FASTENED TO THE TREE).  A
 TP0176'METAL WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.  REACHED FROM THE
 TP0176'POST OFFICE IN FRUITLAND BY GOING SOUTH ON STATE HIGHWAY 25 FOR 2.0
 TP0176'MILES TO A Y WHERE THE HIGHWAY GOES RIGHT, KEEP LEFT AND GO 2.05 MILES
 TP0176'TO A CURVE TO THE RIGHT AND BENCH MARK A 52 ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0972 ***********************************************************************
 SX0972  DESIGNATION -  A 520
 SX0972  PID         -  SX0972
 SX0972  STATE/COUNTY-  WA/CHELAN
 SX0972  USGS QUAD   -  CHELAN (1987)
 SX0972
 SX0972                         *CURRENT SURVEY CONTROL
 SX0972  ___________________________________________________________________
 SX0972* NAD 83(1986)-  47 46 04.     (N)    120 04 28.     (W)     SCALED    
 SX0972* NAVD 88     -       228.058  (meters)     748.22   (feet)  ADJUSTED  
 SX0972  ___________________________________________________________________
 SX0972  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SX0972  DYNAMIC HT  -         228.085 (meters)     748.31  (feet)  COMP
 SX0972  MODELED GRAV-     980,727.2   (mgal)                       NAVD 88
 SX0972
 SX0972  VERT ORDER  -  FIRST     CLASS II
 SX0972
 SX0972.The horizontal coordinates were scaled from a topographic map and have
 SX0972.an estimated accuracy of +/- 6 seconds.
 SX0972
 SX0972.The orthometric height was determined by differential leveling
 SX0972.and adjusted by the National Geodetic Survey in June 1991..
 SX0972
 SX0972.The geoid height was determined by GEOID03.
 SX0972
 SX0972.The dynamic height is computed by dividing the NAVD 88
 SX0972.geopotential number by the normal gravity value computed on the
 SX0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0972.degrees latitude (g = 980.6199 gals.).
 SX0972
 SX0972.The modeled gravity was interpolated from observed gravity values.
 SX0972
 SX0972;                    North         East    Units  Estimated Accuracy
 SX0972;SPC WA N     -    85,640.      556,880.      MT  (+/- 180 meters Scaled)
 SX0972
 SX0972                          SUPERSEDED SURVEY CONTROL
 SX0972
 SX0972.No superseded survey control is available for this station.
 SX0972
 SX0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT192946(NAD 83)
 SX0972_MARKER: DB = BENCH MARK DISK
 SX0972_SETTING: 66 = SET IN ROCK OUTCROP
 SX0972_SP_SET: ROCK OUTCROP
 SX0972_STAMPING: A 520 1982
 SX0972_MARK LOGO: NGS   
 SX0972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0972+STABILITY: POSITION/ELEVATION WELL
 SX0972
 SX0972  HISTORY     - Date     Condition        Report By
 SX0972  HISTORY     - 1982     MONUMENTED       NGS
 SX0972
 SX0972                          STATION DESCRIPTION
 SX0972
 SX0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0972'8.2 KM (5.1 MI) SW FROM CHELAN FALLS.
 SX0972'8.2 KM (5.1 MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SX0972'THE POST OFFICE IN CHELAN FALLS, IN TOP OF A 4 BY 5 FOOT FLAT PORTION
 SX0972'OF AN OUTCROP PROJECTING 2 FEET FROM THE SMALL DIRT BANK AT THE
 SX0972'SOUTHEAST EDGE OF AN APPLE ORCHARD, 0.5 KM (0.3 MI) SOUTHWEST OF
 SX0972'MILEPOLE 33, 0.25 KM (0.15 MI) SOUTHWEST OF THE CROSSING OF STAYMAN
 SX0972'ROAD, 23.9 METERS (78.4 FT) NORTHWEST OF AND ACROSS STAYMAN ROAD FROM
 SX0972'THE NORTHWEST RAIL, 4.7 METERS (15.4 FT) NORTHWEST OF THE ROAD
 SX0972'CENTERLINE, 54.3 METERS (178 FT) SOUTHWEST OF THE CENTERLINE OF A
 SX0972'PRIVATE CONCRETE DRIVE LEADING NORTH TO A HOUSE, 4.6 METERS (15.1 FT)
 SX0972'SOUTHEAST OF THE SOUTHEAST EDGE OF THE ORCHARD.
 SX0972'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SX0972'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0397 ***********************************************************************
 TQ0397  DESIGNATION -  A 521
 TQ0397  PID         -  TQ0397
 TQ0397  STATE/COUNTY-  WA/WHATCOM
 TQ0397  USGS QUAD   -  ROSS DAM (1971)
 TQ0397
 TQ0397                         *CURRENT SURVEY CONTROL
 TQ0397  ___________________________________________________________________
 TQ0397* NAD 83(1986)-  48 43 30.     (N)    121 03 57.     (W)     SCALED    
 TQ0397* NAVD 88     -       637.275  (meters)    2090.79   (feet)  ADJUSTED  
 TQ0397  ___________________________________________________________________
 TQ0397  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 TQ0397  DYNAMIC HT  -         637.353 (meters)    2091.05  (feet)  COMP
 TQ0397  MODELED GRAV-     980,713.2   (mgal)                       NAVD 88
 TQ0397
 TQ0397  VERT ORDER  -  FIRST     CLASS II
 TQ0397
 TQ0397.The horizontal coordinates were scaled from a topographic map and have
 TQ0397.an estimated accuracy of +/- 6 seconds.
 TQ0397
 TQ0397.The orthometric height was determined by differential leveling
 TQ0397.and adjusted by the National Geodetic Survey in June 1991..
 TQ0397
 TQ0397.The geoid height was determined by GEOID03.
 TQ0397
 TQ0397.The dynamic height is computed by dividing the NAVD 88
 TQ0397.geopotential number by the normal gravity value computed on the
 TQ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0397.degrees latitude (g = 980.6199 gals.).
 TQ0397
 TQ0397.The modeled gravity was interpolated from observed gravity values.
 TQ0397
 TQ0397;                    North         East    Units  Estimated Accuracy
 TQ0397;SPC WA N     -   191,820.      482,890.      MT  (+/- 180 meters Scaled)
 TQ0397
 TQ0397                          SUPERSEDED SURVEY CONTROL
 TQ0397
 TQ0397.No superseded survey control is available for this station.
 TQ0397
 TQ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU422986(NAD 83)
 TQ0397_MARKER: DB = BENCH MARK DISK
 TQ0397_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0397_SP_SET: ROCK OUTCROP
 TQ0397_STAMPING: A 521 1982
 TQ0397_MARK LOGO: NGS   
 TQ0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0397+STABILITY: POSITION/ELEVATION WELL
 TQ0397
 TQ0397  HISTORY     - Date     Condition        Report By
 TQ0397  HISTORY     - 1982     MONUMENTED       NGS
 TQ0397  HISTORY     - 1988     GOOD             USPSQD
 TQ0397
 TQ0397                          STATION DESCRIPTION
 TQ0397
 TQ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0397'21.6 KM (13.5 MI) EAST FROM NEWHALEM.
 TQ0397'21.65 KM (13.5 MI) EAST ALONG STATE HIGHWAY 20 FROM THE GRAMMAR SCHOOL
 TQ0397'AT NEWHALEM, IN TOP OF AND 1.2 METERS (4 FT) SOUTHWEST OF THE
 TQ0397'NORTHEAST END OF A 4 BY 6 FOOT EXPOSURE OF GRANITE OUTCROP IN THE
 TQ0397'HILLSIDE AT THE NORTHEAST END OF A HIGHWAY CURVE, 0.3 KM (0.2 MI)
 TQ0397'SOUTHWEST OF THE SOUTHWEST END OF THE DIRT PARKING LOT FOR THE ROSS
 TQ0397'DAM TRAIL, 0.17 KM (0.1 MI) SOUTHWEST OF MILEPOST 134, 0.7 KM (0.45
 TQ0397'MI) NORTHEAST OF THE NORTHEAST END OF THE HIGHWAY BRIDGE OVER
 TQ0397'HORSETAIL CREEK, 15.9 METERS (52 FT) NORTHEAST OF THE NORTHEAST END
 TQ0397'OF A HIGHWAY ROCK CUT, 14.8 METERS (48.5 FT) SOUTHWEST OF THE WEST
 TQ0397'CORNER OF A 3 BY 5 FOOT CONCRETE APPRON FOR A GRATE DRAIN, 9.3 METERS
 TQ0397'(30.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE.
 TQ0397'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TQ0397'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 TQ0397
 TQ0397                          STATION RECOVERY (1988)
 TQ0397
 TQ0397'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 TQ0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0356 ***********************************************************************
 TQ0356  DESIGNATION -  A 522
 TQ0356  PID         -  TQ0356
 TQ0356  STATE/COUNTY-  WA/OKANOGAN
 TQ0356  USGS QUAD   -  SILVER STAR MTN (1963)
 TQ0356
 TQ0356                         *CURRENT SURVEY CONTROL
 TQ0356  ___________________________________________________________________
 TQ0356* NAD 83(1986)-  48 35 47.     (N)    120 36 01.     (W)     SCALED    
 TQ0356* NAVD 88     -      1072.545  (meters)    3518.84   (feet)  ADJUSTED  
 TQ0356  ___________________________________________________________________
 TQ0356  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 TQ0356  DYNAMIC HT  -        1072.541 (meters)    3518.83  (feet)  COMP
 TQ0356  MODELED GRAV-     980,570.6   (mgal)                       NAVD 88
 TQ0356
 TQ0356  VERT ORDER  -  FIRST     CLASS II
 TQ0356
 TQ0356.The horizontal coordinates were scaled from a topographic map and have
 TQ0356.an estimated accuracy of +/- 6 seconds.
 TQ0356
 TQ0356.The orthometric height was determined by differential leveling
 TQ0356.and adjusted by the National Geodetic Survey in June 1991..
 TQ0356
 TQ0356.The geoid height was determined by GEOID03.
 TQ0356
 TQ0356.The dynamic height is computed by dividing the NAVD 88
 TQ0356.geopotential number by the normal gravity value computed on the
 TQ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0356.degrees latitude (g = 980.6199 gals.).
 TQ0356
 TQ0356.The modeled gravity was interpolated from observed gravity values.
 TQ0356
 TQ0356;                    North         East    Units  Estimated Accuracy
 TQ0356;SPC WA N     -   177,520.      517,190.      MT  (+/- 180 meters Scaled)
 TQ0356
 TQ0356                          SUPERSEDED SURVEY CONTROL
 TQ0356
 TQ0356.No superseded survey control is available for this station.
 TQ0356
 TQ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU769853(NAD 83)
 TQ0356_MARKER: I = METAL ROD
 TQ0356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TQ0356_SP_SET: STAINLESS STEEL ROD
 TQ0356_STAMPING: A 522 1982
 TQ0356_MARK LOGO: NGS   
 TQ0356_PROJECTION: FLUSH
 TQ0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0356
 TQ0356  HISTORY     - Date     Condition        Report By
 TQ0356  HISTORY     - 1982     MONUMENTED       NGS
 TQ0356
 TQ0356                          STATION DESCRIPTION
 TQ0356
 TQ0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0356'15.3 KM (9.5 MI) WEST FROM MAZAMA.
 TQ0356'0.3 KM (0.2 MI) SOUTHWEST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0356'OVER THE METHOW RIVER AT MAZAMA, THENCE 15.0 KM (9.35 MI) WEST ALONG
 TQ0356'STATE HIGHWAY 20, 1.2 KM (0.75 MI) WEST OF THE HIGHWAY BRIDGE OVER
 TQ0356'EARLY WINTERS CREEK, AT THE NORTHEAST END OF A LOW ALLUVIAL HIGHWAY
 TQ0356'CUT, ON THE INSIDE OF A HIGHWAY CURVE, 9.9 METERS (32.5 FT) SOUTHEAST
 TQ0356'OF THE CENTERLINE OF THE HIGHWAY, 4.0 METERS (13 FT) EAST OF MILE
 TQ0356'POLE 170.
 TQ0356'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 TQ0356'THE MARK IS 0.15 M BELOW THE CENTERLINE OF HIGHWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0901 ***********************************************************************
 SB0901  DESIGNATION -  A 523
 SB0901  PID         -  SB0901
 SB0901  STATE/COUNTY-  WA/YAKIMA
 SB0901  USGS QUAD   -  HEMBRE MTN (1975)
 SB0901
 SB0901                         *CURRENT SURVEY CONTROL
 SB0901  ___________________________________________________________________
 SB0901* NAD 83(1986)-  46 16 41.     (N)    120 22 06.     (W)     SCALED    
 SB0901* NAVD 88     -       392.462  (meters)    1287.60   (feet)  ADJUSTED  
 SB0901  ___________________________________________________________________
 SB0901  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SB0901  DYNAMIC HT  -         392.452 (meters)    1287.57  (feet)  COMP
 SB0901  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 SB0901
 SB0901  VERT ORDER  -  FIRST     CLASS II
 SB0901
 SB0901.The horizontal coordinates were scaled from a topographic map and have
 SB0901.an estimated accuracy of +/- 6 seconds.
 SB0901
 SB0901.The orthometric height was determined by differential leveling
 SB0901.and adjusted by the National Geodetic Survey in June 1991..
 SB0901
 SB0901.The geoid height was determined by GEOID03.
 SB0901
 SB0901.The dynamic height is computed by dividing the NAVD 88
 SB0901.geopotential number by the normal gravity value computed on the
 SB0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0901.degrees latitude (g = 980.6199 gals.).
 SB0901
 SB0901.The modeled gravity was interpolated from observed gravity values.
 SB0901
 SB0901;                    North         East    Units  Estimated Accuracy
 SB0901;SPC WA S     -   105,010.      510,150.      MT  (+/- 180 meters Scaled)
 SB0901
 SB0901                          SUPERSEDED SURVEY CONTROL
 SB0901
 SB0901.No superseded survey control is available for this station.
 SB0901
 SB0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS027283(NAD 83)
 SB0901_MARKER: I = METAL ROD
 SB0901_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SB0901_SP_SET: STAINLESS STEEL ROD
 SB0901_STAMPING: A 523 1982
 SB0901_MARK LOGO: NGS   
 SB0901_PROJECTION: FLUSH
 SB0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0901+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 SB0901_ROD/PIPE-DEPTH: 7.3  meters
 SB0901
 SB0901  HISTORY     - Date     Condition        Report By
 SB0901  HISTORY     - 1982     MONUMENTED       NGS
 SB0901  HISTORY     - 1989     GOOD             USPSQD
 SB0901  HISTORY     - 20060319 GOOD             USPSQD
 SB0901
 SB0901                          STATION DESCRIPTION
 SB0901
 SB0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0901'12.1 KM (7.5 MI) SOUTH FROM TOPPENISH.
 SB0901'12.1 KM (7.55 MI) SOUTH ALONG US HIGHWAY 97 FROM THE JUNCTION OF STATE
 SB0901'HIGHWAY 22 AT TOPPENISH, ON THE NORTHEAST SIDE OF A SMALL HILL LEVEL
 SB0901'WITH THE HIGHWAY, 0.25 KM (0.15 MI) SOUTHWEST OF THE T JUNCTION OF
 SB0901'TULE ROAD, 28.0 METERS (92 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 SB0901'32.6 METERS (107 FT) SOUTH OF MILEPOST 54, 18.0 METERS (61 FT) SOUTH
 SB0901'OF A 6 INCH STEEL SIGN POST FOR TULE ROAD, 0.8 METER (2.5 FT)
 SB0901'NORTHWEST OF THE RIGHT OF WAY FENCE.
 SB0901'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 SB0901'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 SB0901
 SB0901                          STATION RECOVERY (1989)
 SB0901
 SB0901'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0901'RECOVERED IN GOOD CONDITION.
 SB0901
 SB0901                          STATION RECOVERY (2006)
 SB0901
 SB0901'RECOVERY NOTE BY US POWER SQUADRON 2006
 SB0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1048 ***********************************************************************
 SW1048  DESIGNATION -  A 524
 SW1048  PID         -  SW1048
 SW1048  STATE/COUNTY-  WA/OKANOGAN
 SW1048  USGS QUAD   -  AZWELL (1987)
 SW1048
 SW1048                         *CURRENT SURVEY CONTROL
 SW1048  ___________________________________________________________________
 SW1048* NAD 83(1986)-  47 59 58.     (N)    119 53 08.     (W)     SCALED    
 SW1048* NAVD 88     -       280.818  (meters)     921.32   (feet)  ADJUSTED  
 SW1048  ___________________________________________________________________
 SW1048  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 SW1048  DYNAMIC HT  -         280.858 (meters)     921.45  (feet)  COMP
 SW1048  MODELED GRAV-     980,750.3   (mgal)                       NAVD 88
 SW1048
 SW1048  VERT ORDER  -  FIRST     CLASS II
 SW1048
 SW1048.The horizontal coordinates were scaled from a topographic map and have
 SW1048.an estimated accuracy of +/- 6 seconds.
 SW1048
 SW1048.The orthometric height was determined by differential leveling
 SW1048.and adjusted by the National Geodetic Survey in June 1991..
 SW1048
 SW1048.The geoid height was determined by GEOID03.
 SW1048
 SW1048.The dynamic height is computed by dividing the NAVD 88
 SW1048.geopotential number by the normal gravity value computed on the
 SW1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW1048.degrees latitude (g = 980.6199 gals.).
 SW1048
 SW1048.The modeled gravity was interpolated from observed gravity values.
 SW1048
 SW1048;                    North         East    Units  Estimated Accuracy
 SW1048;SPC WA N     -   111,560.      570,720.      MT  (+/- 180 meters Scaled)
 SW1048
 SW1048                          SUPERSEDED SURVEY CONTROL
 SW1048
 SW1048.No superseded survey control is available for this station.
 SW1048
 SW1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP847202(NAD 83)
 SW1048_MARKER: DB = BENCH MARK DISK
 SW1048_SETTING: 66 = SET IN ROCK OUTCROP
 SW1048_SP_SET: ROCK OUTCROP
 SW1048_STAMPING: A 524 1982
 SW1048_MARK LOGO: NGS   
 SW1048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1048+STABILITY: POSITION/ELEVATION WELL
 SW1048
 SW1048  HISTORY     - Date     Condition        Report By
 SW1048  HISTORY     - 1982     MONUMENTED       NGS
 SW1048
 SW1048                          STATION DESCRIPTION
 SW1048
 SW1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SW1048'26.7 KM (16.7 MI) NE FROM CHELAN FALLS.
 SW1048'6.0 KM (3.7 MI) NORTH ALONG STATE HIGHWAY 151 FROM THE POST OFFICE IN
 SW1048'CHELAN FALLS, THENCE 20.8 KM (12.9 MI) NORTHEAST ALONG US HIGHWAY 97,
 SW1048'IN TOP OF A LARGE FLAT PORTION OF OUTCROP, ON THE EAST EDGE OF A SMALL
 SW1048'RISE, AT AN ABANDON TWO STORY FRAME HOUSE, 0.2 KM (0.1 MI) SOUTH OF
 SW1048'MILEPOST 250, 125 METERS (410 FT) WEST OF THE CENTERLINE OF THE
 SW1048'HIGHWAY, 54.6 METERS (179 FT) WEST OF THE NORTHWEST CORNER OF THE
 SW1048'HOUSE, 85.1 METERS (279 FT) WEST OF A FENCE, 51.2 METERS (168 FT)
 SW1048'NORTHWEST OF A POWER LINE POLE, 93.8 METERS (306 FT) WEST OF THE
 SW1048'CENTERLINE OF A DIRT ROAD LEADING SOUTH TO A GRAVEL PIT.
 SW1048'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 SW1048'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0846 ***********************************************************************
 TP0846  DESIGNATION -  A 525
 TP0846  PID         -  TP0846
 TP0846  STATE/COUNTY-  WA/OKANOGAN
 TP0846  USGS QUAD   -  MONSE (1993)
 TP0846
 TP0846                         *CURRENT SURVEY CONTROL
 TP0846  ___________________________________________________________________
 TP0846* NAD 83(1986)-  48 10 12.     (N)    119 39 52.     (W)     SCALED    
 TP0846* NAVD 88     -       244.339  (meters)     801.64   (feet)  ADJUSTED  
 TP0846  ___________________________________________________________________
 TP0846  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 TP0846  DYNAMIC HT  -         244.373 (meters)     801.75  (feet)  COMP
 TP0846  MODELED GRAV-     980,746.1   (mgal)                       NAVD 88
 TP0846
 TP0846  VERT ORDER  -  FIRST     CLASS II
 TP0846
 TP0846.The horizontal coordinates were scaled from a topographic map and have
 TP0846.an estimated accuracy of +/- 6 seconds.
 TP0846
 TP0846.The orthometric height was determined by differential leveling
 TP0846.and adjusted by the National Geodetic Survey in June 1991..
 TP0846
 TP0846.The geoid height was determined by GEOID03.
 TP0846
 TP0846.The dynamic height is computed by dividing the NAVD 88
 TP0846.geopotential number by the normal gravity value computed on the
 TP0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0846.degrees latitude (g = 980.6199 gals.).
 TP0846
 TP0846.The modeled gravity was interpolated from observed gravity values.
 TP0846
 TP0846;                    North         East    Units  Estimated Accuracy
 TP0846;SPC WA N     -   130,740.      586,930.      MT  (+/- 180 meters Scaled)
 TP0846
 TP0846                          SUPERSEDED SURVEY CONTROL
 TP0846
 TP0846.No superseded survey control is available for this station.
 TP0846
 TP0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP019386(NAD 83)
 TP0846_MARKER: DB = BENCH MARK DISK
 TP0846_SETTING: 66 = SET IN ROCK OUTCROP
 TP0846_SP_SET: ROCK OUTCROP
 TP0846_STAMPING: A 525 1982
 TP0846_MARK LOGO: NGS   
 TP0846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0846+STABILITY: POSITION/ELEVATION WELL
 TP0846
 TP0846  HISTORY     - Date     Condition        Report By
 TP0846  HISTORY     - 1982     MONUMENTED       NGS
 TP0846
 TP0846                          STATION DESCRIPTION
 TP0846
 TP0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TP0846'15.0 KM (9.3 MI) NE FROM BREWSTER.
 TP0846'15.0 KM (9.3 MI) NORTHEAST ALONG US HIGHWAY 97 FROM THE JUNCTION OF
 TP0846'STATE HIGHWAY 173 IN BREWSTER, IN TOP OF A LARGE FLAT PORTION OF
 TP0846'EXPOSED OUTCROP, AT THE APPROXIMATE CENTER OF A SMALL KNOLL, 49.1
 TP0846'METERS (161 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 47.0 METERS
 TP0846'(154 FT) NORTHEAST OF MILEPOST 270, 26.7 METERS (87.5 FT) EAST OF THE
 TP0846'RIGHT OF WAY FENCE.
 TP0846'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 TP0846'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1009 ***********************************************************************
 SX1009  DESIGNATION -  A 526
 SX1009  PID         -  SX1009
 SX1009  STATE/COUNTY-  WA/KING
 SX1009  USGS QUAD   -  LOST LAKE (1989)
 SX1009
 SX1009                         *CURRENT SURVEY CONTROL
 SX1009  ___________________________________________________________________
 SX1009* NAD 83(1986)-  47 15 02.     (N)    121 24 11.     (W)     SCALED    
 SX1009* NAVD 88     -       603.540  (meters)    1980.11   (feet)  ADJUSTED  
 SX1009  ___________________________________________________________________
 SX1009  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 SX1009  DYNAMIC HT  -         603.523 (meters)    1980.06  (feet)  COMP
 SX1009  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 SX1009
 SX1009  VERT ORDER  -  FIRST     CLASS II
 SX1009
 SX1009.The horizontal coordinates were scaled from a topographic map and have
 SX1009.an estimated accuracy of +/- 6 seconds.
 SX1009
 SX1009.The orthometric height was determined by differential leveling
 SX1009.and adjusted by the National Geodetic Survey in June 1991..
 SX1009
 SX1009.The geoid height was determined by GEOID03.
 SX1009
 SX1009.The dynamic height is computed by dividing the NAVD 88
 SX1009.geopotential number by the normal gravity value computed on the
 SX1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1009.degrees latitude (g = 980.6199 gals.).
 SX1009
 SX1009.The modeled gravity was interpolated from observed gravity values.
 SX1009
 SX1009;                    North         East    Units  Estimated Accuracy
 SX1009;SPC WA N     -    28,020.      456,870.      MT  (+/- 180 meters Scaled)
 SX1009
 SX1009                          SUPERSEDED SURVEY CONTROL
 SX1009
 SX1009.No superseded survey control is available for this station.
 SX1009
 SX1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT208342(NAD 83)
 SX1009_MARKER: DB = BENCH MARK DISK
 SX1009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SX1009_SP_SET: WINGWALL
 SX1009_STAMPING: A 526 1982
 SX1009_MARK LOGO: NGS   
 SX1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1009+STABILITY: SURFACE MOTION
 SX1009
 SX1009  HISTORY     - Date     Condition        Report By
 SX1009  HISTORY     - 1982     MONUMENTED       NGS
 SX1009  HISTORY     - 1987     GOOD             USPSQD
 SX1009  HISTORY     - 1988     GOOD             USPSQD
 SX1009
 SX1009                          STATION DESCRIPTION
 SX1009
 SX1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX1009'8.7 KM (5.4 MI) NE FROM LESTER.
 SX1009'8.7 KM (5.4 MI) NORTHEAST ALONG SERVICE ROAD 212 FROM THE SCHOOL IN
 SX1009'LESTER, IN TOP OF THE SOUTH WINGWALL OF A SINGLE LANE CONCRETE BRIDGE
 SX1009'OVER SNOW CREEK, 0.1 KM (0.05 MI) SOUTHWEST OF THE INTERSECTION OF
 SX1009'SNOW CREEK ROAD NUMBER 211, 0.3 KM (0.2 MI) NORTHEAST OF THE T
 SX1009'JUNCTION OF ROAD 5430 LEADING WEST, 2.9 METERS (9.5 FT) SOUTHEAST OF
 SX1009'THE CENTERLINE OF THE ROAD, 1.4 METERS (4.6 FT) NORTHWEST OF THE
 SX1009'SOUTHEAST END OF THE WINGWALL.
 SX1009'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SX1009
 SX1009                          STATION RECOVERY (1987)
 SX1009
 SX1009'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX1009'RECOVERED IN GOOD CONDITION.
 SX1009
 SX1009                          STATION RECOVERY (1988)
 SX1009
 SX1009'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 SX1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1810 ***********************************************************************
 RC1810  DESIGNATION -  A 527
 RC1810  PID         -  RC1810
 RC1810  STATE/COUNTY-  WA/KLICKITAT
 RC1810  USGS QUAD   -  SATUS PASS (1983)
 RC1810
 RC1810                         *CURRENT SURVEY CONTROL
 RC1810  ___________________________________________________________________
 RC1810* NAD 83(1986)-  45 54 14.     (N)    120 42 46.     (W)     SCALED    
 RC1810* NAVD 88     -       731.271  (meters)    2399.18   (feet)  ADJUSTED  
 RC1810  ___________________________________________________________________
 RC1810  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 RC1810  DYNAMIC HT  -         731.201 (meters)    2398.95  (feet)  COMP
 RC1810  MODELED GRAV-     980,495.2   (mgal)                       NAVD 88
 RC1810
 RC1810  VERT ORDER  -  FIRST     CLASS II
 RC1810
 RC1810.The horizontal coordinates were scaled from a topographic map and have
 RC1810.an estimated accuracy of +/- 6 seconds.
 RC1810
 RC1810.The orthometric height was determined by differential leveling
 RC1810.and adjusted by the National Geodetic Survey in June 1991..
 RC1810
 RC1810.The geoid height was determined by GEOID03.
 RC1810
 RC1810.The dynamic height is computed by dividing the NAVD 88
 RC1810.geopotential number by the normal gravity value computed on the
 RC1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1810.degrees latitude (g = 980.6199 gals.).
 RC1810
 RC1810.The modeled gravity was interpolated from observed gravity values.
 RC1810
 RC1810;                    North         East    Units  Estimated Accuracy
 RC1810;SPC WA S     -    63,440.      483,490.      MT  (+/- 180 meters Scaled)
 RC1810
 RC1810                          SUPERSEDED SURVEY CONTROL
 RC1810
 RC1810.No superseded survey control is available for this station.
 RC1810
 RC1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR774859(NAD 83)
 RC1810_MARKER: DB = BENCH MARK DISK
 RC1810_SETTING: 66 = SET IN ROCK OUTCROP
 RC1810_SP_SET: ROCK OUTCROP
 RC1810_STAMPING: A 527 1982
 RC1810_MARK LOGO: NGS   
 RC1810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1810+STABILITY: POSITION/ELEVATION WELL
 RC1810
 RC1810  HISTORY     - Date     Condition        Report By
 RC1810  HISTORY     - 1982     MONUMENTED       NGS
 RC1810  HISTORY     - 20020401 MARK NOT FOUND   USPSQD
 RC1810
 RC1810                          STATION DESCRIPTION
 RC1810
 RC1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RC1810'13.5 KM (8.4 MI) NORTH FROM GOLDENDALE.
 RC1810'1.75 KM (1.1 MI) NORTHEAST ALONG BUSINESS ROUTE 97 FROM THE COURTHOUSE
 RC1810'AT GOLDENDALE, THENCE 11.7 KM (7.3 MI) NORTH ALONG US HIGHWAY 97, IN
 RC1810'TOP OF AND 1.2 METERS (4 FT) SOUTH OF THE NORTH END OF A 3 BY 6 FOOT
 RC1810'SHELF OF VOLCANIC ROCK IN THE NORTHERN END OF A MASSIVE HIGHWAY ROCK
 RC1810'CUT, 1.34 KM (0.85 MI) SOUTHWEST OF A CREEK CROSSING, 0.5 KM (0.3 MI)
 RC1810'OF THE SUMMIT, 0.78 KM (0.5 MI) SOUTHWEST OF MILEPOST 21, 12.5
 RC1810'METERS (41 FT) WEST OF THE SOUTH BOUND HIGHWAY CENTERLINE, 44.5 METERS
 RC1810'(146 FT) SOUTH OF THE NORTH END OF A CABLE GUARD RAIL, 4.0 METERS (13
 RC1810'FT) WEST OF THE WEST END OF A 18 INCH CONCRETE CULVERT UNDER THE
 RC1810'HIGHWAY, 0.2 METER (0.7 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE
 RC1810'SHELF.
 RC1810'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 RC1810'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RC1810
 RC1810                          STATION RECOVERY (2002)
 RC1810
 RC1810'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RC1810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0933 ***********************************************************************
 SB0933  DESIGNATION -  A 528
 SB0933  PID         -  SB0933
 SB0933  STATE/COUNTY-  WA/KITTITAS
 SB0933  USGS QUAD   -  WYMER (1953)
 SB0933
 SB0933                         *CURRENT SURVEY CONTROL
 SB0933  ___________________________________________________________________
 SB0933* NAD 83(1986)-  46 48 09.     (N)    120 26 29.     (W)     SCALED    
 SB0933* NAVD 88     -       397.462  (meters)    1304.01   (feet)  ADJUSTED  
 SB0933  ___________________________________________________________________
 SB0933  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 SB0933  DYNAMIC HT  -         397.468 (meters)    1304.03  (feet)  COMP
 SB0933  MODELED GRAV-     980,615.6   (mgal)                       NAVD 88
 SB0933
 SB0933  VERT ORDER  -  FIRST     CLASS II
 SB0933
 SB0933.The horizontal coordinates were scaled from a topographic map and have
 SB0933.an estimated accuracy of +/- 6 seconds.
 SB0933
 SB0933.The orthometric height was determined by differential leveling
 SB0933.and adjusted by the National Geodetic Survey in June 1991..
 SB0933
 SB0933.The geoid height was determined by GEOID03.
 SB0933
 SB0933.The dynamic height is computed by dividing the NAVD 88
 SB0933.geopotential number by the normal gravity value computed on the
 SB0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0933.degrees latitude (g = 980.6199 gals.).
 SB0933
 SB0933.The modeled gravity was interpolated from observed gravity values.
 SB0933
 SB0933;                    North         East    Units  Estimated Accuracy
 SB0933;SPC WA S     -   163,300.      504,470.      MT  (+/- 180 meters Scaled)
 SB0933
 SB0933                          SUPERSEDED SURVEY CONTROL
 SB0933
 SB0933.No superseded survey control is available for this station.
 SB0933
 SB0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS952863(NAD 83)
 SB0933_MARKER: DB = BENCH MARK DISK
 SB0933_SETTING: 66 = SET IN ROCK OUTCROP
 SB0933_SP_SET: ROCK OUTCROP
 SB0933_STAMPING: A 528 1982
 SB0933_MARK LOGO: NGS   
 SB0933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0933+STABILITY: POSITION/ELEVATION WELL
 SB0933
 SB0933  HISTORY     - Date     Condition        Report By
 SB0933  HISTORY     - 1982     MONUMENTED       NGS
 SB0933  HISTORY     - 1990     GOOD             USPSQD
 SB0933
 SB0933                          STATION DESCRIPTION
 SB0933
 SB0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0933'29.9 KM (18.7 MI) SOUTH FROM ELLENSBURG.
 SB0933'29.95 KM (18.7 MI) SOUTH ALONG STATE HIGHWAY 821 FROM THE COURTHOUSE
 SB0933'AT ELLENSBURG, VERTICALLY IN A 3 BY 8 FOOT VOLCANIC ROCK BELOW THE
 SB0933'HIGHEST POINT OF A TALL ROCK CLIFF ACROSS THE HIGHWAY FROM A PULL OFF,
 SB0933'5.85 KM (3.65 MI) NORTH OF THE T JUNCTION OF BURBANK CREEK RANCH ROAD,
 SB0933'2.25 KM (1.4 MI) SOUTHEAST OF THE BRIDGE OVER SQUAW CREEK, 0.45 KM
 SB0933'(0.3 MI) NORTHEAST OF MILEPOST 11, 6.9 METERS (22.5 FT) SOUTHEAST OF
 SB0933'THE HIGHWAY, 26.5 METERS (87 FT) SOUTH ACROSS THE HIGHWAY FROM THE
 SB0933'SOUTHWEST END OF A CONCRETE POST AND STEEL CABLE GUARD RAIL, 3.0
 SB0933'METERS (10 FT) SOUTHWEST OF A SMALL CAVE IN THE CLIFF.
 SB0933'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 SB0933
 SB0933                          STATION RECOVERY (1990)
 SB0933
 SB0933'RECOVERY NOTE BY US POWER SQUADRON 1990 (LBD)
 SB0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0985 ***********************************************************************
 SX0985  DESIGNATION -  A 529
 SX0985  PID         -  SX0985
 SX0985  STATE/COUNTY-  WA/KING
 SX0985  USGS QUAD   -  COUGAR MOUNTAIN (1989)
 SX0985
 SX0985                         *CURRENT SURVEY CONTROL
 SX0985  ___________________________________________________________________
 SX0985* NAD 83(1986)-  47 16 05.     (N)    121 44 40.     (W)     SCALED    
 SX0985* NAVD 88     -       386.260  (meters)    1267.25   (feet)  ADJUSTED  
 SX0985  ___________________________________________________________________
 SX0985  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 SX0985  DYNAMIC HT  -         386.282 (meters)    1267.33  (feet)  COMP
 SX0985  MODELED GRAV-     980,659.7   (mgal)                       NAVD 88
 SX0985
 SX0985  VERT ORDER  -  FIRST     CLASS II
 SX0985
 SX0985.The horizontal coordinates were scaled from a topographic map and have
 SX0985.an estimated accuracy of +/- 6 seconds.
 SX0985
 SX0985.The orthometric height was determined by differential leveling
 SX0985.and adjusted by the National Geodetic Survey in June 1991..
 SX0985
 SX0985.The geoid height was determined by GEOID03.
 SX0985
 SX0985.The dynamic height is computed by dividing the NAVD 88
 SX0985.geopotential number by the normal gravity value computed on the
 SX0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0985.degrees latitude (g = 980.6199 gals.).
 SX0985
 SX0985.The modeled gravity was interpolated from observed gravity values.
 SX0985
 SX0985;                    North         East    Units  Estimated Accuracy
 SX0985;SPC WA N     -    30,210.      431,050.      MT  (+/- 180 meters Scaled)
 SX0985
 SX0985                          SUPERSEDED SURVEY CONTROL
 SX0985
 SX0985.No superseded survey control is available for this station.
 SX0985
 SX0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET949357(NAD 83)
 SX0985_MARKER: I = METAL ROD
 SX0985_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SX0985_SP_SET: STAINLESS STEEL ROD
 SX0985_STAMPING: A 529 1982
 SX0985_MARK LOGO: NGS   
 SX0985_PROJECTION: FLUSH
 SX0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0985_ROD/PIPE-DEPTH: 12.2 meters
 SX0985
 SX0985  HISTORY     - Date     Condition        Report By
 SX0985  HISTORY     - 1982     MONUMENTED       NGS
 SX0985
 SX0985                          STATION DESCRIPTION
 SX0985
 SX0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0985'16.4 KM (10.2 MI) SE FROM TACOMA WATER SUPPLY HEADWORKS.
 SX0985'15.4 KM (9.6 MI) SOUTHEAST ALONG SERVICE ROAD 212 FROM THE CONTROL
 SX0985'BUILDING AT THE TACOMA WATER SUPPLY HEADWORKS, THENCE 1.0 KM (0.6 MI)
 SX0985'SOUTHEAST ALONG SERVICE ROAD 5530, NEAR THE BOTTOM OF A STEEP GRADE,
 SX0985'ABOUT 40 PACES SOUTHEAST OF A PULLOUT ON THE NORTHEAST SIDE OF THE
 SX0985'ROAD, 8.5 METERS (28 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 6.5
 SX0985'METERS (21.5 FT) WEST OF THE BASE OF A DOUBLE WHITE BIRCH TREE 3.2
 SX0985'METERS (10.5 FT) SOUTHEAST OF A RAILROAD SPIKE THAT IS 5 FEET ABOVE
 SX0985'THE GROUND IN A 18-INCH WHITE BIRCH TREE.
 SX0985'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 SX0985'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0091 ***********************************************************************
 SW0091  DESIGNATION -  A 53
 SW0091  PID         -  SW0091
 SW0091  STATE/COUNTY-  WA/LINCOLN
 SW0091  USGS QUAD   -  LORDS VALLEY (1969)
 SW0091
 SW0091                         *CURRENT SURVEY CONTROL
 SW0091  ___________________________________________________________________
 SW0091* NAD 83(1986)-  47 24 23.     (N)    118 10 15.     (W)     SCALED    
 SW0091* NAVD 88     -       647.185  (meters)    2123.31   (feet)  ADJUSTED  
 SW0091  ___________________________________________________________________
 SW0091  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 SW0091  DYNAMIC HT  -         647.214 (meters)    2123.40  (feet)  COMP
 SW0091  MODELED GRAV-     980,635.9   (mgal)                       NAVD 88
 SW0091
 SW0091  VERT ORDER  -  SECOND    CLASS 0
 SW0091
 SW0091.The horizontal coordinates were scaled from a topographic map and have
 SW0091.an estimated accuracy of +/- 6 seconds.
 SW0091
 SW0091.The orthometric height was determined by differential leveling
 SW0091.and adjusted by the National Geodetic Survey in June 1991..
 SW0091
 SW0091.The geoid height was determined by GEOID03.
 SW0091
 SW0091.The dynamic height is computed by dividing the NAVD 88
 SW0091.geopotential number by the normal gravity value computed on the
 SW0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0091.degrees latitude (g = 980.6199 gals.).
 SW0091
 SW0091.The modeled gravity was interpolated from observed gravity values.
 SW0091
 SW0091;                    North         East    Units  Estimated Accuracy
 SW0091;SPC WA N     -    48,660.      700,920.      MT  (+/- 180 meters Scaled)
 SW0091
 SW0091                          SUPERSEDED SURVEY CONTROL
 SW0091
 SW0091  NGVD 29 (??/??/92)  646.028  (m)         2119.51   (f) ADJ UNCH    2 0
 SW0091
 SW0091.Superseded values are not recommended for survey control.
 SW0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0091.See file dsdata.txt to determine how the superseded data were derived.
 SW0091
 SW0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN116509(NAD 83)
 SW0091_MARKER: DB = BENCH MARK DISK
 SW0091_SETTING: 0 = UNSPECIFIED SETTING
 SW0091_STAMPING: A 53 1934
 SW0091_MARK LOGO: CGS   
 SW0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0091
 SW0091  HISTORY     - Date     Condition        Report By
 SW0091  HISTORY     - 1934     MONUMENTED       CGS
 SW0091  HISTORY     - 1969     MARK NOT FOUND   USGS
 SW0091  HISTORY     - 1981     MARK NOT FOUND   NGS
 SW0091
 SW0091                          STATION DESCRIPTION
 SW0091
 SW0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SW0091'8.6 MI E FROM HARRINGTON.
 SW0091'8.6 MI. E. ALONG LINCOLN CO. ROAD TO SPRAGUE, FROM POST OFFICE. ALONG
 SW0091'THE RIGHT OF WAY OF LINCOLN COUNTY HIGHWAY TO SPRAGUE.  45 YARDS S.W.
 SW0091'OF SEDALIA SCHOOL BUILDING DIST. NO. 33, 54 FEET N.W. OF EAST CORNER
 SW0091'OF FIELD FENCE, 39 FEET S.W. OF CENTER LINE OF HIGHWAY, ON R.W. FENCE
 SW0091'LINE.  NOTE-- INTERSECTION WIDENED AND AREA CULTIVATED.
 SW0091
 SW0091                          STATION RECOVERY (1969)
 SW0091
 SW0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SW0091'MARK NOT FOUND.
 SW0091
 SW0091                          STATION RECOVERY (1981)
 SW0091
 SW0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0091'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0948 ***********************************************************************
 SC0948  DESIGNATION -  A 530
 SC0948  PID         -  SC0948
 SC0948  STATE/COUNTY-  WA/PACIFIC
 SC0948  USGS QUAD   -  RAYMOND (1994)
 SC0948
 SC0948                         *CURRENT SURVEY CONTROL
 SC0948  ___________________________________________________________________
 SC0948* NAD 83(1986)-  46 40 59.     (N)    123 44 01.     (W)     SCALED    
 SC0948* NAVD 88     -         4.256  (meters)      13.96   (feet)  ADJUSTED  
 SC0948  ___________________________________________________________________
 SC0948  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 SC0948  DYNAMIC HT  -           4.256 (meters)      13.96  (feet)  COMP
 SC0948  MODELED GRAV-     980,779.0   (mgal)                       NAVD 88
 SC0948
 SC0948  VERT ORDER  -  FIRST     CLASS II
 SC0948
 SC0948.The horizontal coordinates were scaled from a topographic map and have
 SC0948.an estimated accuracy of +/- 6 seconds.
 SC0948
 SC0948.The orthometric height was determined by differential leveling
 SC0948.and adjusted by the National Geodetic Survey in June 1991..
 SC0948
 SC0948.The geoid height was determined by GEOID03.
 SC0948
 SC0948.The dynamic height is computed by dividing the NAVD 88
 SC0948.geopotential number by the normal gravity value computed on the
 SC0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0948.degrees latitude (g = 980.6199 gals.).
 SC0948
 SC0948.The modeled gravity was interpolated from observed gravity values.
 SC0948
 SC0948;                    North         East    Units  Estimated Accuracy
 SC0948;SPC WA S     -   155,090.      252,700.      MT  (+/- 180 meters Scaled)
 SC0948
 SC0948                          SUPERSEDED SURVEY CONTROL
 SC0948
 SC0948.No superseded survey control is available for this station.
 SC0948
 SC0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS438702(NAD 83)
 SC0948_MARKER: I = METAL ROD
 SC0948_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC0948_SP_SET: STAINLESS STEEL ROD
 SC0948_STAMPING: A 530 1987
 SC0948_MARK LOGO: NGS   
 SC0948_PROJECTION: FLUSH
 SC0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0948+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2004
 SC0948_ROD/PIPE-DEPTH: 12.5 meters
 SC0948
 SC0948  HISTORY     - Date     Condition        Report By
 SC0948  HISTORY     - 1987     MONUMENTED       NGS
 SC0948  HISTORY     - 20041105 GOOD             USPSQD
 SC0948
 SC0948                          STATION DESCRIPTION
 SC0948
 SC0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0948'IN RAYMOND.
 SC0948'IN RAYMOND, NEAR THE JUNCTION OF FIFTH AND HEATH STREETS, AT THE
 SC0948'SOUTH ENTRANCE OF THE WASHINGTON DEPARTMENT OF TRANSPORTATION OFFICE
 SC0948'BUILDING, AT THE NORTHWEST CORNER OF THE ASPHALT PARKING LOT, 8.7 M
 SC0948'(28.5 FT) EAST OF THE EAST EDGE OF A 10 FT DIAMETER FOUNDATION OF A
 SC0948'STEEL ART STRUCTURE, 12.0 M (39.4 FT) SOUTHWEST OF THE SOUTH ENTRANCE
 SC0948'DOOR KNOB, 2.1 M (6.9 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 SC0948'ENTRANCE SIDEWALK, 7.9 M (25.9 FT) SOUTHWEST OF A SIDEWALK LIGHT, 3.4
 SC0948'M (11.2 FT) NORTHEAST OF A SECOND SIDEWALK LIGHT, 0.30 M (1.0 FT)
 SC0948'NORTHEAST OF A CURB.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 SC0948'5-INCH LOGO CAP.
 SC0948'THE MARK IS ABOVE LEVEL WITH THE PARKING AREA.
 SC0948
 SC0948                          STATION RECOVERY (2004)
 SC0948
 SC0948'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 SC0948'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0988 ***********************************************************************
 SC0988  DESIGNATION -  A 531
 SC0988  PID         -  SC0988
 SC0988  STATE/COUNTY-  WA/PACIFIC
 SC0988  USGS QUAD   -  OMAN RANCH (1984)
 SC0988
 SC0988                         *CURRENT SURVEY CONTROL
 SC0988  ___________________________________________________________________
 SC0988* NAD 83(1986)-  46 22 31.     (N)    123 48 11.     (W)     SCALED    
 SC0988* NAVD 88     -         5.520  (meters)      18.11   (feet)  ADJUSTED  
 SC0988  ___________________________________________________________________
 SC0988  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SC0988  DYNAMIC HT  -           5.521 (meters)      18.11  (feet)  COMP
 SC0988  MODELED GRAV-     980,724.9   (mgal)                       NAVD 88
 SC0988
 SC0988  VERT ORDER  -  FIRST     CLASS II
 SC0988
 SC0988.The horizontal coordinates were scaled from a topographic map and have
 SC0988.an estimated accuracy of +/- 6 seconds.
 SC0988
 SC0988.The orthometric height was determined by differential leveling
 SC0988.and adjusted by the National Geodetic Survey in June 1991..
 SC0988
 SC0988.The geoid height was determined by GEOID03.
 SC0988
 SC0988.The dynamic height is computed by dividing the NAVD 88
 SC0988.geopotential number by the normal gravity value computed on the
 SC0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0988.degrees latitude (g = 980.6199 gals.).
 SC0988
 SC0988.The modeled gravity was interpolated from observed gravity values.
 SC0988
 SC0988;                    North         East    Units  Estimated Accuracy
 SC0988;SPC WA S     -   121,130.      245,960.      MT  (+/- 180 meters Scaled)
 SC0988
 SC0988                          SUPERSEDED SURVEY CONTROL
 SC0988
 SC0988.No superseded survey control is available for this station.
 SC0988
 SC0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS382360(NAD 83)
 SC0988_MARKER: I = METAL ROD
 SC0988_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC0988_SP_SET: STAINLESS STEEL ROD
 SC0988_STAMPING: A 531 1987
 SC0988_MARK LOGO: NGS   
 SC0988_PROJECTION: FLUSH
 SC0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0988_ROD/PIPE-DEPTH: 6.4  meters
 SC0988
 SC0988  HISTORY     - Date     Condition        Report By
 SC0988  HISTORY     - 1987     MONUMENTED       NGS
 SC0988  HISTORY     - 1989     GOOD             USPSQD
 SC0988  HISTORY     - 19971012 GOOD             USPSQD
 SC0988
 SC0988                          STATION DESCRIPTION
 SC0988
 SC0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0988'0.1 KM (0.05 MI) SOUTH FROM NASELLE.
 SC0988'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 401 FROM THE JUNCTION OF
 SC0988'STATE HIGHWAY 4 IN NASELLE, 35.2 M (115.5 FT) EAST OF THE CENTERLINE
 SC0988'OF STATE HIGHWAY 401, 4.7 M (15.4 FT) SOUTHWEST OF THE NORTHWEST
 SC0988'CORNER OF THE NASELLE FIRE DEPARTMENT STATION BUILDING, 11.3 M (37.1
 SC0988'FT) SOUTH OF THE CENTER OF THE ASPHALT DRIVE TO THE STATION, 4.3 M
 SC0988'(14.1 FT) WEST OF THE WEST FACE OF THE BUILDING, 2.2 M (7.2 FT) WEST
 SC0988'OF A WOOD POLE FOR A SIREN AND AN ANTENNA.  NOTE--ACCESS TO DATUM
 SC0988'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC0988'THE MARK IS 0.15 M ABOVE THE ASPHALT DRIVE.
 SC0988
 SC0988                          STATION RECOVERY (1989)
 SC0988
 SC0988'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SC0988'RECOVERED IN GOOD CONDITION.
 SC0988
 SC0988                          STATION RECOVERY (1997)
 SC0988
 SC0988'RECOVERY NOTE BY US POWER SQUADRON 1997
 SC0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1140 ***********************************************************************
 SC1140  DESIGNATION -  A 532
 SC1140  PID         -  SC1140
 SC1140  STATE/COUNTY-  WA/THURSTON
 SC1140  USGS QUAD   -  BUCODA (1990)
 SC1140
 SC1140                         *CURRENT SURVEY CONTROL
 SC1140  ___________________________________________________________________
 SC1140* NAD 83(1986)-  46 50 02.     (N)    122 51 43.     (W)     SCALED    
 SC1140* NAVD 88     -        85.891  (meters)     281.79   (feet)  ADJUSTED  
 SC1140  ___________________________________________________________________
 SC1140  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SC1140  DYNAMIC HT  -          85.905 (meters)     281.84  (feet)  COMP
 SC1140  MODELED GRAV-     980,777.8   (mgal)                       NAVD 88
 SC1140
 SC1140  VERT ORDER  -  FIRST     CLASS II
 SC1140
 SC1140.The horizontal coordinates were scaled from a topographic map and have
 SC1140.an estimated accuracy of +/- 6 seconds.
 SC1140
 SC1140.The orthometric height was determined by differential leveling
 SC1140.and adjusted by the National Geodetic Survey in June 1991..
 SC1140
 SC1140.The geoid height was determined by GEOID03.
 SC1140
 SC1140.The dynamic height is computed by dividing the NAVD 88
 SC1140.geopotential number by the normal gravity value computed on the
 SC1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1140.degrees latitude (g = 980.6199 gals.).
 SC1140
 SC1140.The modeled gravity was interpolated from observed gravity values.
 SC1140
 SC1140;                    North         East    Units  Estimated Accuracy
 SC1140;SPC WA S     -   169,490.      319,850.      MT  (+/- 180 meters Scaled)
 SC1140
 SC1140                          SUPERSEDED SURVEY CONTROL
 SC1140
 SC1140  NGVD 29 (05/16/90)   84.850  (m)          278.38   (f) ADJUSTED    1 2
 SC1140
 SC1140.Superseded values are not recommended for survey control.
 SC1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1140.See file dsdata.txt to determine how the superseded data were derived.
 SC1140
 SC1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES105867(NAD 83)
 SC1140_MARKER: I = METAL ROD
 SC1140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1140_SP_SET: STAINLESS STEEL ROD
 SC1140_STAMPING: A 532 1987
 SC1140_MARK LOGO: NGS   
 SC1140_PROJECTION: FLUSH
 SC1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1140_ROD/PIPE-DEPTH: 4.9  meters
 SC1140
 SC1140  HISTORY     - Date     Condition        Report By
 SC1140  HISTORY     - 1987     MONUMENTED       NGS
 SC1140
 SC1140                          STATION DESCRIPTION
 SC1140
 SC1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1140'3.7 KM (2.30 MI) SOUTH FROM TENINO.
 SC1140'3.7 KM (2.30 MI) SOUTH ALONG STATE HIGHWAY 507 FROM THE JUNCTION OF
 SC1140'OLD HIGHWAY 99 IN TENINO, 7.0 M (23.0 FT) SOUTH OF THE CENTER OF
 SC1140'174TH AVENUE, 8.8 M (28.9 FT) WEST OF THE HIGHWAY CENTERLINE, 1.2 M
 SC1140'(3.9 FT) SOUTH OF A FENCE CORNER, 0.30 M (1.0 FT) EAST OF A FENCE.
 SC1140'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC1140'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 SC1140'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD1550 ***********************************************************************
 RD1550  DESIGNATION -  A 533
 RD1550  PID         -  RD1550
 RD1550  STATE/COUNTY-  WA/CLARK
 RD1550  USGS QUAD   -  VANCOUVER (1990)
 RD1550
 RD1550                         *CURRENT SURVEY CONTROL
 RD1550  ___________________________________________________________________
 RD1550* NAD 83(1986)-  45 38 39.     (N)    122 40 08.     (W)     SCALED    
 RD1550* NAVD 88     -        60.357  (meters)     198.02   (feet)  ADJUSTED  
 RD1550  ___________________________________________________________________
 RD1550  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 RD1550  DYNAMIC HT  -          60.357 (meters)     198.02  (feet)  COMP
 RD1550  MODELED GRAV-     980,626.8   (mgal)                       NAVD 88
 RD1550
 RD1550  VERT ORDER  -  FIRST     CLASS II
 RD1550
 RD1550.The horizontal coordinates were scaled from a topographic map and have
 RD1550.an estimated accuracy of +/- 6 seconds.
 RD1550
 RD1550.The orthometric height was determined by differential leveling
 RD1550.and adjusted by the National Geodetic Survey in June 1991..
 RD1550
 RD1550.The geoid height was determined by GEOID03.
 RD1550
 RD1550.The dynamic height is computed by dividing the NAVD 88
 RD1550.geopotential number by the normal gravity value computed on the
 RD1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1550.degrees latitude (g = 980.6199 gals.).
 RD1550
 RD1550.The modeled gravity was interpolated from observed gravity values.
 RD1550
 RD1550;                    North         East    Units  Estimated Accuracy
 RD1550;SPC WA S     -    36,870.      330,930.      MT  (+/- 180 meters Scaled)
 RD1550
 RD1550                          SUPERSEDED SURVEY CONTROL
 RD1550
 RD1550  NGVD 29 (05/16/90)   59.298  (m)          194.55   (f) ADJUSTED    1 2
 RD1550
 RD1550.Superseded values are not recommended for survey control.
 RD1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1550.See file dsdata.txt to determine how the superseded data were derived.
 RD1550
 RD1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER258545(NAD 83)
 RD1550_MARKER: DB = BENCH MARK DISK
 RD1550_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RD1550_SP_SET: BUILDING
 RD1550_STAMPING: A 533 1987
 RD1550_MARK LOGO: NGS   
 RD1550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1550+STABILITY: POSITION/ELEVATION WELL
 RD1550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1550+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2006
 RD1550
 RD1550  HISTORY     - Date     Condition        Report By
 RD1550  HISTORY     - 1987     MONUMENTED       NGS
 RD1550  HISTORY     - 20020501 GOOD             USPSQD
 RD1550  HISTORY     - 20050119 GOOD             USPSQD
 RD1550  HISTORY     - 20060331 GOOD             USPSQD
 RD1550
 RD1550                          STATION DESCRIPTION
 RD1550
 RD1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1550'IN VANCOUVER.
 RD1550'IN VANCOUVER, AT THE SHUMWAY JUNIOR HIGH SCHOOL, 29.5 M (96.8 FT)
 RD1550'EAST OF THE CENTERLINE OF MAIN STREET, 27.4 M (89.9 FT) SOUTH OF THE
 RD1550'CENTERLINE OF EAST 32ND STREET, 8.8 M (28.9 FT) NORTH OF THE NORTH
 RD1550'EDGE OF THE NORTHERNMOST DOOR ON THE WEST SIDE OF A SCHOOL BUILDING
 RD1550'(A 2-STORY WITH BASEMENT), 0.5 M (1.6 FT) SOUTH OF THE NORTHWEST
 RD1550'CORNER OF THE BUILDING AND SET VERTICALLY IN THE WEST FACE.
 RD1550'THE MARK IS 0.3 M ABOVE THE GROUND.
 RD1550
 RD1550                          STATION RECOVERY (2002)
 RD1550
 RD1550'RECOVERY NOTE BY US POWER SQUADRON 2002 (DMB)
 RD1550'SCHOOL NAME IS NOW 'VANCOUVER SCHOOL OF ARTS AND LETTERS' - SHUMWAY
 RD1550'CAMPUS,
 RD1550
 RD1550                          STATION RECOVERY (2005)
 RD1550
 RD1550'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD1550'RECOVERED IN GOOD CONDITION.
 RD1550
 RD1550                          STATION RECOVERY (2006)
 RD1550
 RD1550'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMH)
 RD1550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD1574 ***********************************************************************
 RD1574  DESIGNATION -  A 534
 RD1574  PID         -  RD1574
 RD1574  STATE/COUNTY-  WA/COWLITZ
 RD1574  USGS QUAD   -  DEER ISLAND (1990)
 RD1574
 RD1574                         *CURRENT SURVEY CONTROL
 RD1574  ___________________________________________________________________
 RD1574* NAD 83(1986)-  45 57 18.     (N)    122 47 38.     (W)     SCALED    
 RD1574* NAVD 88     -        20.245  (meters)      66.42   (feet)  ADJUSTED  
 RD1574  ___________________________________________________________________
 RD1574  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 RD1574  DYNAMIC HT  -          20.246 (meters)      66.42  (feet)  COMP
 RD1574  MODELED GRAV-     980,651.6   (mgal)                       NAVD 88
 RD1574
 RD1574  VERT ORDER  -  FIRST     CLASS II
 RD1574
 RD1574.The horizontal coordinates were scaled from a topographic map and have
 RD1574.an estimated accuracy of +/- 6 seconds.
 RD1574
 RD1574.The orthometric height was determined by differential leveling
 RD1574.and adjusted by the National Geodetic Survey in June 1991..
 RD1574
 RD1574.The geoid height was determined by GEOID03.
 RD1574
 RD1574.The dynamic height is computed by dividing the NAVD 88
 RD1574.geopotential number by the normal gravity value computed on the
 RD1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1574.degrees latitude (g = 980.6199 gals.).
 RD1574
 RD1574.The modeled gravity was interpolated from observed gravity values.
 RD1574
 RD1574;                    North         East    Units  Estimated Accuracy
 RD1574;SPC WA S     -    71,680.      322,190.      MT  (+/- 180 meters Scaled)
 RD1574
 RD1574                          SUPERSEDED SURVEY CONTROL
 RD1574
 RD1574  NGVD 29 (05/16/90)   19.194  (m)           62.97   (f) ADJUSTED    1 2
 RD1574
 RD1574.Superseded values are not recommended for survey control.
 RD1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1574.See file dsdata.txt to determine how the superseded data were derived.
 RD1574
 RD1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER159890(NAD 83)
 RD1574_MARKER: DB = BENCH MARK DISK
 RD1574_SETTING: 66 = SET IN ROCK OUTCROP
 RD1574_SP_SET: ROCK LEDGE
 RD1574_STAMPING: A 534 1987
 RD1574_MARK LOGO: NGS   
 RD1574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1574+STABILITY: POSITION/ELEVATION WELL
 RD1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1574+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2006
 RD1574
 RD1574  HISTORY     - Date     Condition        Report By
 RD1574  HISTORY     - 1987     MONUMENTED       NGS
 RD1574  HISTORY     - 1989     GOOD             USPSQD
 RD1574  HISTORY     - 20040419 GOOD             USPSQD
 RD1574  HISTORY     - 20050702 GOOD             USPSQD
 RD1574  HISTORY     - 20060706 GOOD             USPSQD
 RD1574
 RD1574                          STATION DESCRIPTION
 RD1574
 RD1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1574'7.0 KM (4.35 MI) NORTH FROM WOODLAND.
 RD1574'7.0 KM (4.35 MI) NORTH ALONG INTERSTATE HIGHWAY 5 FROM THE JUNCTION
 RD1574'OF STATE HIGHWAY 503 IN WOODLAND, ALSO 7.2 KM (4.45 MI) SOUTH OF
 RD1574'KALAMA, 12.6 M (41.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 RD1574'NORTHBOUND LANES OF THE HIGHWAY, IN TOP OF AN 0.5 BY 0.5 FT ROCK
 RD1574'LEDGE AT THE SOUTHEAST END OF A SMALL ROCK CUT.
 RD1574'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST
 RD1574'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1574
 RD1574                          STATION RECOVERY (1989)
 RD1574
 RD1574'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD1574'RECOVERED IN GOOD CONDITION.
 RD1574
 RD1574                          STATION RECOVERY (2004)
 RD1574
 RD1574'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1574'RECOVERED IN GOOD CONDITION.
 RD1574
 RD1574                          STATION RECOVERY (2005)
 RD1574
 RD1574'RECOVERY NOTE BY US POWER SQUADRON 2005
 RD1574'RECOVERED IN GOOD CONDITION.
 RD1574
 RD1574                          STATION RECOVERY (2006)
 RD1574
 RD1574'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1165 ***********************************************************************
 SC1165  DESIGNATION -  A 535
 SC1165  PID         -  SC1165
 SC1165  STATE/COUNTY-  WA/LEWIS
 SC1165  USGS QUAD   -  WINLOCK (1993)
 SC1165
 SC1165                         *CURRENT SURVEY CONTROL
 SC1165  ___________________________________________________________________
 SC1165* NAD 83(1986)-  46 28 44.     (N)    122 53 46.     (W)     SCALED    
 SC1165* NAVD 88     -       137.250  (meters)     450.29   (feet)  ADJUSTED  
 SC1165  ___________________________________________________________________
 SC1165  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 SC1165  DYNAMIC HT  -         137.261 (meters)     450.33  (feet)  COMP
 SC1165  MODELED GRAV-     980,691.3   (mgal)                       NAVD 88
 SC1165
 SC1165  VERT ORDER  -  FIRST     CLASS II
 SC1165
 SC1165.The horizontal coordinates were scaled from a topographic map and have
 SC1165.an estimated accuracy of +/- 6 seconds.
 SC1165
 SC1165.The orthometric height was determined by differential leveling
 SC1165.and adjusted by the National Geodetic Survey in June 1991..
 SC1165
 SC1165.The geoid height was determined by GEOID03.
 SC1165
 SC1165.The dynamic height is computed by dividing the NAVD 88
 SC1165.geopotential number by the normal gravity value computed on the
 SC1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1165.degrees latitude (g = 980.6199 gals.).
 SC1165
 SC1165.The modeled gravity was interpolated from observed gravity values.
 SC1165
 SC1165;                    North         East    Units  Estimated Accuracy
 SC1165;SPC WA S     -   130,120.      316,040.      MT  (+/- 180 meters Scaled)
 SC1165
 SC1165                          SUPERSEDED SURVEY CONTROL
 SC1165
 SC1165  NGVD 29 (05/16/90)  136.216  (m)          446.90   (f) ADJUSTED    1 2
 SC1165
 SC1165.Superseded values are not recommended for survey control.
 SC1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1165.See file dsdata.txt to determine how the superseded data were derived.
 SC1165
 SC1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES079472(NAD 83)
 SC1165_MARKER: I = METAL ROD
 SC1165_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1165_SP_SET: STAINLESS STEEL ROD
 SC1165_STAMPING: A 535 1987
 SC1165_MARK LOGO: NGS   
 SC1165_PROJECTION: FLUSH
 SC1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1165_ROD/PIPE-DEPTH: 10.9 meters
 SC1165
 SC1165  HISTORY     - Date     Condition        Report By
 SC1165  HISTORY     - 1987     MONUMENTED       NGS
 SC1165
 SC1165                          STATION DESCRIPTION
 SC1165
 SC1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1165'3.6 KM (2.25 MI) SE FROM WINLOCK.
 SC1165'3.6 KM (2.25 MI) SOUTHEAST ALONG STATE HIGHWAY 603 FROM THE CROSSING
 SC1165'OF THE BURLINGTON NORTHERN-UNION PACIFIC RAILROAD IN WINLOCK, 16.76 M
 SC1165'(55.0 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 8.84 M (29.0 FT) WEST
 SC1165'OF THE CENTERLINE OF SOUTH MILITARY ROAD, 7.0 M (23.0 FT) SOUTH OF A
 SC1165'FENCE CORNER, 7.6 M (24.9 FT) SOUTH OF TELEPHONE JUNCTION BOX 70,
 SC1165'0.30 M (1.0 FT) EAST OF A FENCE. NOTE--ACCESS TO DATUM POINT IS HAD
 SC1165'THROUGH A 5-INCH LOGO CAP.
 SC1165'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 SC1165'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0285 ***********************************************************************
 SD0285  DESIGNATION -  A 536
 SD0285  PID         -  SD0285
 SD0285  STATE/COUNTY-  WA/PACIFIC
 SD0285  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0285
 SD0285                         *CURRENT SURVEY CONTROL
 SD0285  ___________________________________________________________________
 SD0285* NAD 83(1986)-  46 19 16.     (N)    124 00 07.     (W)     SCALED    
 SD0285* NAVD 88     -         3.398  (meters)      11.15   (feet)  ADJUSTED  
 SD0285  ___________________________________________________________________
 SD0285  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 SD0285  DYNAMIC HT  -           3.398 (meters)      11.15  (feet)  COMP
 SD0285  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 SD0285
 SD0285  VERT ORDER  -  FIRST     CLASS II
 SD0285
 SD0285.The horizontal coordinates were scaled from a topographic map and have
 SD0285.an estimated accuracy of +/- 6 seconds.
 SD0285
 SD0285.The orthometric height was determined by differential leveling
 SD0285.and adjusted by the National Geodetic Survey in June 1991..
 SD0285
 SD0285.The geoid height was determined by GEOID03.
 SD0285
 SD0285.The dynamic height is computed by dividing the NAVD 88
 SD0285.geopotential number by the normal gravity value computed on the
 SD0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0285.degrees latitude (g = 980.6199 gals.).
 SD0285
 SD0285.The modeled gravity was interpolated from observed gravity values.
 SD0285
 SD0285;                    North         East    Units  Estimated Accuracy
 SD0285;SPC WA S     -   115,780.      230,410.      MT  (+/- 180 meters Scaled)
 SD0285
 SD0285                          SUPERSEDED SURVEY CONTROL
 SD0285
 SD0285.No superseded survey control is available for this station.
 SD0285
 SD0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS228302(NAD 83)
 SD0285_MARKER: I = METAL ROD
 SD0285_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0285_SP_SET: STAINLESS STEEL ROD
 SD0285_STAMPING: A 536 1987
 SD0285_MARK LOGO: NGS   
 SD0285_PROJECTION: FLUSH
 SD0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SD0285+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 SD0285_ROD/PIPE-DEPTH: 19.5 meters
 SD0285
 SD0285  HISTORY     - Date     Condition        Report By
 SD0285  HISTORY     - 1987     MONUMENTED       NGS
 SD0285  HISTORY     - 1988     GOOD             USPSQD
 SD0285  HISTORY     - 1989     GOOD             USPSQD
 SD0285  HISTORY     - 20010218 GOOD             USPSQD
 SD0285
 SD0285                          STATION DESCRIPTION
 SD0285
 SD0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0285'7.2 KM (4.45 MI) NW FROM CHINOOK.
 SD0285'7.2 KM (4.45 MI) NORTHWEST ALONG US HIGHWAY 101 FROM THE POST OFFICE
 SD0285'IN CHINOOK, 0.32 KM (0.20 MI) SOUTHEAST OF THE US HIGHWAY 101 BYPASS
 SD0285'LEADING NORTH, ALSO 3.8 KM (2.35 MI) EAST ALONG US HIGHWAY 101 FROM
 SD0285'THE JUNCTION OF US HIGHWAY 101 NORTH AND SPRUCE STREET IN ILWACO,
 SD0285'26.7 M (87.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.3 M
 SD0285'(24.0 FT) NORTH OF THE CENTER OF CHINOOK VALLEY ROAD, 9.1 M (29.9 FT)
 SD0285'NORTHEAST OF THE CENTER OF A 36-INCH METAL PIPE CULVERT, 7.9 M (25.9
 SD0285'FT) WEST OF THE CENTER OF A TRACK ROAD NORTH THROUGH A WIRE GATE, 3.4
 SD0285'M (11.2 FT) EAST OF THE EAST END OF THE NORTHERNMOST 1 OF 2 METAL
 SD0285'GUARD RAILS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 SD0285'LOGO CAP.
 SD0285'THE MARK IS 0.42 METERS  W FROM  A WITNESS POST
 SD0285'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
 SD0285
 SD0285                          STATION RECOVERY (1988)
 SD0285
 SD0285'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMN)
 SD0285'RECOVERED IN GOOD CONDITION.
 SD0285
 SD0285                          STATION RECOVERY (1989)
 SD0285
 SD0285'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SD0285'RECOVERED IN GOOD CONDITION.
 SD0285
 SD0285                          STATION RECOVERY (2001)
 SD0285
 SD0285'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMJ)
 SD0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0288 ***********************************************************************
 SD0288  DESIGNATION -  A 537
 SD0288  PID         -  SD0288
 SD0288  STATE/COUNTY-  WA/PACIFIC
 SD0288  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0288
 SD0288                         *CURRENT SURVEY CONTROL
 SD0288  ___________________________________________________________________
 SD0288* NAD 83(1986)-  46 19 52.     (N)    124 02 41.     (W)     SCALED    
 SD0288* NAVD 88     -         6.503  (meters)      21.34   (feet)  ADJUSTED  
 SD0288  ___________________________________________________________________
 SD0288  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 SD0288  DYNAMIC HT  -           6.504 (meters)      21.34  (feet)  COMP
 SD0288  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 SD0288
 SD0288  VERT ORDER  -  FIRST     CLASS II
 SD0288
 SD0288.The horizontal coordinates were scaled from a topographic map and have
 SD0288.an estimated accuracy of +/- 6 seconds.
 SD0288
 SD0288.The orthometric height was determined by differential leveling
 SD0288.and adjusted by the National Geodetic Survey in June 1991..
 SD0288
 SD0288.The geoid height was determined by GEOID03.
 SD0288
 SD0288.The dynamic height is computed by dividing the NAVD 88
 SD0288.geopotential number by the normal gravity value computed on the
 SD0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0288.degrees latitude (g = 980.6199 gals.).
 SD0288
 SD0288.The modeled gravity was interpolated from observed gravity values.
 SD0288
 SD0288;                    North         East    Units  Estimated Accuracy
 SD0288;SPC WA S     -   117,030.      227,170.      MT  (+/- 180 meters Scaled)
 SD0288
 SD0288                          SUPERSEDED SURVEY CONTROL
 SD0288
 SD0288.No superseded survey control is available for this station.
 SD0288
 SD0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS195313(NAD 83)
 SD0288_MARKER: I = METAL ROD
 SD0288_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0288_SP_SET: STAINLESS STEEL ROD
 SD0288_STAMPING: A 537 1987
 SD0288_MARK LOGO: WA-049
 SD0288_PROJECTION: FLUSH
 SD0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0288+STABILITY: POSITION/ELEVATION WELL
 SD0288_ROD/PIPE-DEPTH: 25.6 meters
 SD0288
 SD0288  HISTORY     - Date     Condition        Report By
 SD0288  HISTORY     - 1987     MONUMENTED       WA-049
 SD0288  HISTORY     - 1987     GOOD             NGS
 SD0288  HISTORY     - 1988     GOOD             USPSQD
 SD0288  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 SD0288  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 SD0288
 SD0288                          STATION DESCRIPTION
 SD0288
 SD0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0288'0.9 KM (0.55 MI) EAST FROM SEAVIEW.
 SD0288'0.80 KM (0.50 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0288'IN SEAVIEW, THENCE 0.81 KM (0.50 MI) EAST ALONG US HIGHWAY 101, AT
 SD0288'THE JUNCTION OF SANDRIDGE ROAD NORTH AND THE OLD US HIGHWAY 101
 SD0288'SOUTH, 19.0 M (62.3 FT) NORTH OF THE CENTERLINE OF US HIGHWAY 101,
 SD0288'3.1 M (10.2 FT) WEST OF THE CENTERLINE OF SANDRIDGE ROAD, 11.21 M
 SD0288'(36.8 FT) NORTHWEST OF A POWER POLE WITH A STREET LIGHT ATTACHED.
 SD0288'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH AN 8-INCH IRON LOGO CAP
 SD0288'SET IN THE ASPHALT OF SANDRIDGE ROAD SOUTH.
 SD0288'THE MARK IS 2.74 METERS  NE FROM  A WITNESS POST
 SD0288'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SD0288
 SD0288                          STATION RECOVERY (1988)
 SD0288
 SD0288'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 SD0288'RECOVERED IN GOOD CONDITION.
 SD0288
 SD0288                          STATION RECOVERY (2001)
 SD0288
 SD0288'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMJ)
 SD0288'WITNESS POST LOCATED, BUT WAS BROKEN OVER.  MARKER NOT FOUND.
 SD0288'PROBABLY DUE TO NEW PAVEMENT AT SITE.
 SD0288
 SD0288                          STATION RECOVERY (2005)
 SD0288
 SD0288'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SD0288'WITNESS POST NO LONGER AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0326 ***********************************************************************
 SD0326  DESIGNATION -  A 538
 SD0326  PID         -  SD0326
 SD0326  STATE/COUNTY-  WA/PACIFIC
 SD0326  USGS QUAD   -  OYSTERVILLE (1994)
 SD0326
 SD0326                         *CURRENT SURVEY CONTROL
 SD0326  ___________________________________________________________________
 SD0326* NAD 83(1986)-  46 32 22.     (N)    124 03 29.     (W)     SCALED    
 SD0326* NAVD 88     -         5.998  (meters)      19.68   (feet)  ADJUSTED  
 SD0326  ___________________________________________________________________
 SD0326  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SD0326  DYNAMIC HT  -           5.998 (meters)      19.68  (feet)  COMP
 SD0326  MODELED GRAV-     980,726.9   (mgal)                       NAVD 88
 SD0326
 SD0326  VERT ORDER  -  FIRST     CLASS II
 SD0326
 SD0326.The horizontal coordinates were scaled from a topographic map and have
 SD0326.an estimated accuracy of +/- 6 seconds.
 SD0326
 SD0326.The orthometric height was determined by differential leveling
 SD0326.and adjusted by the National Geodetic Survey in June 1991..
 SD0326
 SD0326.The geoid height was determined by GEOID03.
 SD0326
 SD0326.The dynamic height is computed by dividing the NAVD 88
 SD0326.geopotential number by the normal gravity value computed on the
 SD0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0326.degrees latitude (g = 980.6199 gals.).
 SD0326
 SD0326.The modeled gravity was interpolated from observed gravity values.
 SD0326
 SD0326;                    North         East    Units  Estimated Accuracy
 SD0326;SPC WA S     -   140,210.      227,190.      MT  (+/- 180 meters Scaled)
 SD0326
 SD0326                          SUPERSEDED SURVEY CONTROL
 SD0326
 SD0326.No superseded survey control is available for this station.
 SD0326
 SD0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS188545(NAD 83)
 SD0326_MARKER: I = METAL ROD
 SD0326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0326_SP_SET: STAINLESS STEEL ROD
 SD0326_STAMPING: A 538 1987
 SD0326_MARK LOGO: WA-049
 SD0326_PROJECTION: FLUSH
 SD0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0326+STABILITY: POSITION/ELEVATION WELL
 SD0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0326+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 SD0326_ROD/PIPE-DEPTH: 19.5 meters
 SD0326
 SD0326  HISTORY     - Date     Condition        Report By
 SD0326  HISTORY     - 1987     MONUMENTED       WA-049
 SD0326  HISTORY     - 1987     GOOD             NGS
 SD0326  HISTORY     - 20060318 GOOD             USPSQD
 SD0326
 SD0326                          STATION DESCRIPTION
 SD0326
 SD0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0326'6.1 KM (3.80 MI) NORTH FROM OCEAN PARK.
 SD0326'2.29 KM (1.40 MI) NORTH ALONG VERNON AVENUE FROM THE INTERSECTION OF
 SD0326'BAY AVENUE IN OCEAN PARK, THENCE 0.64 KM (0.40 MI) WEST ALONG JO
 SD0326'JOHNS ROAD, THENCE 0.48 KM (0.30 MI) NORTH ALONG H STREET, THENCE
 SD0326'0.08 KM (0.05 MI) WEST ALONG 295TH STREET, THENCE 2.58 KM (1.60 MI)
 SD0326'NORTH ALONG G STREET, 1.73 M (5.7 FT) EAST OF THE CENTERLINE OF G
 SD0326'STREET, 4.08 M (13.4 FT) NORTHWEST OF THE CENTER OF ROAD G PL.
 SD0326'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH AN 8-INCH IRON LOGO CAP.
 SD0326'THE MARK IS 6.1 METERS  E FROM  A WITNESS POST
 SD0326'THE MARK IS ABOVE LEVEL WITH THE STREET.
 SD0326
 SD0326                          STATION RECOVERY (2006)
 SD0326
 SD0326'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SD0326'NO WITNESS POST FOUND BUT THE MARK WAS LOCATED E OF THE CENTER-LINE OF
 SD0326'G STREET, IN LINE WITH THE MIDDLE OF G PLACE.  THERE ARE MULTIPLE
 SD0326'STREETS LABELED G PLACE, IT WAS THE ONE IN THE SECOND ONE FROM THE
 SD0326'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0349 ***********************************************************************
 SD0349  DESIGNATION -  A 539
 SD0349  PID         -  SD0349
 SD0349  STATE/COUNTY-  WA/PACIFIC
 SD0349  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0349
 SD0349                         *CURRENT SURVEY CONTROL
 SD0349  ___________________________________________________________________
 SD0349* NAD 83(1986)-  46 22 14.     (N)    124 01 39.     (W)     SCALED    
 SD0349* NAVD 88     -         5.781  (meters)      18.97   (feet)  ADJUSTED  
 SD0349  ___________________________________________________________________
 SD0349  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 SD0349  DYNAMIC HT  -           5.782 (meters)      18.97  (feet)  COMP
 SD0349  MODELED GRAV-     980,714.8   (mgal)                       NAVD 88
 SD0349
 SD0349  VERT ORDER  -  FIRST     CLASS II
 SD0349
 SD0349.The horizontal coordinates were scaled from a topographic map and have
 SD0349.an estimated accuracy of +/- 6 seconds.
 SD0349
 SD0349.The orthometric height was determined by differential leveling
 SD0349.and adjusted by the National Geodetic Survey in June 1991..
 SD0349
 SD0349.The geoid height was determined by GEOID03.
 SD0349
 SD0349.The dynamic height is computed by dividing the NAVD 88
 SD0349.geopotential number by the normal gravity value computed on the
 SD0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0349.degrees latitude (g = 980.6199 gals.).
 SD0349
 SD0349.The modeled gravity was interpolated from observed gravity values.
 SD0349
 SD0349;                    North         East    Units  Estimated Accuracy
 SD0349;SPC WA S     -   121,350.      228,690.      MT  (+/- 180 meters Scaled)
 SD0349
 SD0349                          SUPERSEDED SURVEY CONTROL
 SD0349
 SD0349.No superseded survey control is available for this station.
 SD0349
 SD0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS209357(NAD 83)
 SD0349_MARKER: I = METAL ROD
 SD0349_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0349_SP_SET: STAINLESS STEEL ROD
 SD0349_STAMPING: A 539 1987
 SD0349_MARK LOGO: WA-049
 SD0349_PROJECTION: FLUSH
 SD0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0349+STABILITY: POSITION/ELEVATION WELL
 SD0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0349+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 SD0349_ROD/PIPE-DEPTH: 18.3 meters
 SD0349
 SD0349  HISTORY     - Date     Condition        Report By
 SD0349  HISTORY     - 1987     MONUMENTED       WA-049
 SD0349  HISTORY     - 1987     GOOD             NGS
 SD0349  HISTORY     - 1988     GOOD             USPSQD
 SD0349  HISTORY     - 19981012 GOOD             USPSQD
 SD0349  HISTORY     - 20010218 POOR             USPSQD
 SD0349  HISTORY     - 20050205 GOOD             USPSQD
 SD0349  HISTORY     - 20060318 GOOD             USPSQD
 SD0349
 SD0349                          STATION DESCRIPTION
 SD0349
 SD0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0349'5.9 KM (3.65 MI) NE FROM SEAVIEW.
 SD0349'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0349'IN SEAVIEW, THENCE 0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101,
 SD0349'THENCE 5.04 KM (3.15 MI) NORTH ALONG SANDRIDGE ROAD, AT THE JUNCTION
 SD0349'OF 95TH STREET EAST, 2.74 M (9.0 FT) WEST OF THE CENTERLINE OF
 SD0349'SANDRIDGE ROAD, 0.61 M (2.0 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 SD0349'95TH STREET.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH AN 8-INCH
 SD0349'IRON LOGO CAP.
 SD0349'THE MARK IS 4.1 METERS  SSE FROM  A WITNESS POST
 SD0349'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SD0349
 SD0349                          STATION RECOVERY (1988)
 SD0349
 SD0349'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 SD0349'RECOVERED IN GOOD CONDITION.
 SD0349
 SD0349                          STATION RECOVERY (1998)
 SD0349
 SD0349'RECOVERY NOTE BY US POWER SQUADRON 1998
 SD0349'RECOVERED IN GOOD CONDITION.
 SD0349
 SD0349                          STATION RECOVERY (2001)
 SD0349
 SD0349'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJB)
 SD0349'DESIGNATION A 539 UNDER 3 IN OF MUD. COVER READS KING CO. MON
 SD0349
 SD0349                          STATION RECOVERY (2005)
 SD0349
 SD0349'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SD0349'RECOVERED IN GOOD CONDITION.
 SD0349
 SD0349                          STATION RECOVERY (2006)
 SD0349
 SD0349'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCT)
 SD0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1479 ***********************************************************************
 RZ1479  DESIGNATION -  A 54
 RZ1479  PID         -  RZ1479
 RZ1479  STATE/COUNTY-  WA/WHITMAN
 RZ1479  USGS QUAD   -  WINONA (1981)
 RZ1479
 RZ1479                         *CURRENT SURVEY CONTROL
 RZ1479  ___________________________________________________________________
 RZ1479* NAD 83(1986)-  46 59 55.     (N)    117 46 29.     (W)     SCALED    
 RZ1479* NAVD 88     -       461.458  (meters)    1513.97   (feet)  ADJUSTED  
 RZ1479  ___________________________________________________________________
 RZ1479  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 RZ1479  DYNAMIC HT  -         461.469 (meters)    1514.00  (feet)  COMP
 RZ1479  MODELED GRAV-     980,625.3   (mgal)                       NAVD 88
 RZ1479
 RZ1479  VERT ORDER  -  SECOND    CLASS 0
 RZ1479
 RZ1479.The horizontal coordinates were scaled from a topographic map and have
 RZ1479.an estimated accuracy of +/- 6 seconds.
 RZ1479
 RZ1479.The orthometric height was determined by differential leveling
 RZ1479.and adjusted by the National Geodetic Survey in June 1991..
 RZ1479
 RZ1479.The geoid height was determined by GEOID03.
 RZ1479
 RZ1479.The dynamic height is computed by dividing the NAVD 88
 RZ1479.geopotential number by the normal gravity value computed on the
 RZ1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1479.degrees latitude (g = 980.6199 gals.).
 RZ1479
 RZ1479.The modeled gravity was interpolated from observed gravity values.
 RZ1479
 RZ1479;                    North         East    Units  Estimated Accuracy
 RZ1479;SPC WA S     -   188,680.      707,230.      MT  (+/- 180 meters Scaled)
 RZ1479
 RZ1479                          SUPERSEDED SURVEY CONTROL
 RZ1479
 RZ1479  NGVD 29 (??/??/92)  460.394  (m)         1510.48   (f) ADJ UNCH    2 0
 RZ1479
 RZ1479.Superseded values are not recommended for survey control.
 RZ1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1479.See file dsdata.txt to determine how the superseded data were derived.
 RZ1479
 RZ1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN411053(NAD 83)
 RZ1479_MARKER: DB = BENCH MARK DISK
 RZ1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1479_STAMPING: A 54 1934
 RZ1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1479+STABILITY: SURFACE MOTION
 RZ1479
 RZ1479  HISTORY     - Date     Condition        Report By
 RZ1479  HISTORY     - 1934     MONUMENTED       CGS
 RZ1479
 RZ1479                          STATION DESCRIPTION
 RZ1479
 RZ1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RZ1479'4.6 MI NE FROM WINONA.
 RZ1479'4.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 RZ1479'AT WINONA, 79 FEET NORTH OF MILEPOST 5, 47 FEET NORTH OF THE TRACK,
 RZ1479'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A
 RZ1479'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1628 ***********************************************************************
 SV1628  DESIGNATION -  A 540
 SV1628  PID         -  SV1628
 SV1628  STATE/COUNTY-  WA/WHITMAN
 SV1628  USGS QUAD   -  TEKOA (1964)
 SV1628
 SV1628                         *CURRENT SURVEY CONTROL
 SV1628  ___________________________________________________________________
 SV1628* NAD 83(1986)-  47 13 50.     (N)    117 03 33.     (W)     SCALED    
 SV1628* NAVD 88     -       766.918  (meters)    2516.13   (feet)  ADJUSTED  
 SV1628  ___________________________________________________________________
 SV1628  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 SV1628  DYNAMIC HT  -         766.905 (meters)    2516.09  (feet)  COMP
 SV1628  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 SV1628
 SV1628  VERT ORDER  -  FIRST     CLASS II
 SV1628
 SV1628.The horizontal coordinates were scaled from a topographic map and have
 SV1628.an estimated accuracy of +/- 6 seconds.
 SV1628
 SV1628.The orthometric height was determined by differential leveling
 SV1628.and adjusted by the National Geodetic Survey in June 1991..
 SV1628
 SV1628.The geoid height was determined by GEOID03.
 SV1628
 SV1628.The dynamic height is computed by dividing the NAVD 88
 SV1628.geopotential number by the normal gravity value computed on the
 SV1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1628.degrees latitude (g = 980.6199 gals.).
 SV1628
 SV1628.The modeled gravity was interpolated from observed gravity values.
 SV1628
 SV1628;                    North         East    Units  Estimated Accuracy
 SV1628;SPC WA S     -   216,570.      760,480.      MT  (+/- 180 meters Scaled)
 SV1628
 SV1628                          SUPERSEDED SURVEY CONTROL
 SV1628
 SV1628.No superseded survey control is available for this station.
 SV1628
 SV1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN955307(NAD 83)
 SV1628_MARKER: I = METAL ROD
 SV1628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1628_SP_SET: STAINLESS STEEL ROD
 SV1628_STAMPING: A 540 1989
 SV1628_MARK LOGO: NGS   
 SV1628_PROJECTION: FLUSH
 SV1628_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1628+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1628_ROD/PIPE-DEPTH: 7.3  meters
 SV1628
 SV1628  HISTORY     - Date     Condition        Report By
 SV1628  HISTORY     - 1989     MONUMENTED       NGS
 SV1628
 SV1628                          STATION DESCRIPTION
 SV1628
 SV1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1628'MARK IS LOCATED 1.8 KM (1.10 MI) SOUTHWEST OF THE IDAHO-WASHINGTON
 SV1628'STATE LINE, 0.34 KM (0.20 MI) SOUTHWEST OF HIGHWAY MILEPOST 1.
 SV1628'OWNERSHIP, STATE RIGHT-OF WAY.  REACHED FROM THE JUNCTION OF STATE
 SV1628'HIGHWAYS 27 AND 274 WHICH IS AT THE NORTH END OF TEKOA, WASHINGTON,
 SV1628'GO NORTHEAST ON STATE HIGHWAY 274 FOR 1.29 KM (0.80 MI) TO THE MARK
 SV1628'ON THE RIGHT.  IT IS 10.8 M (35.4 FT) SOUTHEAST FROM THE CENTERLINE
 SV1628'OF THE HIGHWAY, 51.3 M (168.3 FT) NORTHEAST OF THE NORTHEAST END OF A
 SV1628'METAL AND WOOD GUARDRAIL, 4.4 M (14.4 FT) NORTHEAST FROM A POWER POLE
 SV1628'AND 0.7 M (2.3 FT) SOUTHWEST FROM A WITNESS POST.  MARK IS 0.7 M (2.3
 SV1628'FT) BELOW THE HIGHWAY.  MARK IS A STAINLESS ROD WITH A CENTER PUNCH
 SV1628'HOLE IN THE TOP.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 SV1628'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1527 ***********************************************************************
 SA1527  DESIGNATION -  A 55
 SA1527  PID         -  SA1527
 SA1527  STATE/COUNTY-  WA/GRANT
 SA1527  USGS QUAD   -  ROYAL CITY (1986)
 SA1527
 SA1527                         *CURRENT SURVEY CONTROL
 SA1527  ___________________________________________________________________
 SA1527* NAD 83(1986)-  46 56 54.     (N)    119 44 06.     (W)     SCALED    
 SA1527* NAVD 88     -       400.304  (meters)    1313.33   (feet)  ADJUSTED  
 SA1527  ___________________________________________________________________
 SA1527  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SA1527  DYNAMIC HT  -         400.326 (meters)    1313.40  (feet)  COMP
 SA1527  MODELED GRAV-     980,658.4   (mgal)                       NAVD 88
 SA1527
 SA1527  VERT ORDER  -  SECOND    CLASS 0
 SA1527
 SA1527.The horizontal coordinates were scaled from a topographic map and have
 SA1527.an estimated accuracy of +/- 6 seconds.
 SA1527
 SA1527.The orthometric height was determined by differential leveling
 SA1527.and adjusted by the National Geodetic Survey in June 1991..
 SA1527
 SA1527.The geoid height was determined by GEOID03.
 SA1527
 SA1527.The dynamic height is computed by dividing the NAVD 88
 SA1527.geopotential number by the normal gravity value computed on the
 SA1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1527.degrees latitude (g = 980.6199 gals.).
 SA1527
 SA1527.The modeled gravity was interpolated from observed gravity values.
 SA1527
 SA1527;                    North         East    Units  Estimated Accuracy
 SA1527;SPC WA S     -   179,790.      558,230.      MT  (+/- 180 meters Scaled)
 SA1527
 SA1527                          SUPERSEDED SURVEY CONTROL
 SA1527
 SA1527  NGVD 29 (??/??/92)  399.186  (m)         1309.66   (f) ADJ UNCH    2 0
 SA1527
 SA1527.Superseded values are not recommended for survey control.
 SA1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1527.See file dsdata.txt to determine how the superseded data were derived.
 SA1527
 SA1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN918030(NAD 83)
 SA1527_MARKER: DB = BENCH MARK DISK
 SA1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1527_STAMPING: A 55 1934
 SA1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1527+STABILITY: SURFACE MOTION
 SA1527
 SA1527  HISTORY     - Date     Condition        Report By
 SA1527  HISTORY     - 1934     MONUMENTED       CGS
 SA1527  HISTORY     - 1959     MARK NOT FOUND   NGS
 SA1527
 SA1527                          STATION DESCRIPTION
 SA1527
 SA1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SA1527'3.4 MI SE FROM LOWGAP.
 SA1527'3.4 MILES SOUTHEAST ALONG THE BURKE-CORFU ROAD FROM THE ABANDONED
 SA1527'SCHOOLHOUSE AT LOWGAP, GRANT COUNTY, AND 30 FEET NORTHEAST OF THE
 SA1527'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED A 55 1934 AND SET IN
 SA1527'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI3159 ***********************************************************************
 AI3159  DESIGNATION -  A 551
 AI3159  PID         -  AI3159
 AI3159  STATE/COUNTY-  WA/KING
 AI3159  USGS QUAD   -  VASHON (1994)
 AI3159
 AI3159                         *CURRENT SURVEY CONTROL
 AI3159  ___________________________________________________________________
 AI3159* NAD 83(1986)-  47 23 21.     (N)    122 22 45.     (W)     SCALED    
 AI3159* NAVD 88     -        25.112  (meters)      82.39   (feet)  POSTED    
 AI3159  ___________________________________________________________________
 AI3159  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AI3159  DYNAMIC HT  -          25.120 (meters)      82.41  (feet)  COMP
 AI3159  MODELED GRAV-     980,798.7   (mgal)                       NAVD 88
 AI3159
 AI3159  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AI3159
 AI3159.The horizontal coordinates were scaled from a topographic map and have
 AI3159.an estimated accuracy of +/- 6 seconds.
 AI3159
 AI3159.The orthometric height was determined by differential leveling
 AI3159.and adjusted by the National Geodetic Survey in July 2002..
 AI3159.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AI3159.rate of 1.1 thru 2.0 mm/km.
 AI3159
 AI3159.The geoid height was determined by GEOID03.
 AI3159
 AI3159.The dynamic height is computed by dividing the NAVD 88
 AI3159.geopotential number by the normal gravity value computed on the
 AI3159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3159.degrees latitude (g = 980.6199 gals.).
 AI3159
 AI3159.The modeled gravity was interpolated from observed gravity values.
 AI3159
 AI3159;                    North         East    Units  Estimated Accuracy
 AI3159;SPC WA N     -    44,440.      383,290.      MT  (+/- 180 meters Scaled)
 AI3159
 AI3159                          SUPERSEDED SURVEY CONTROL
 AI3159
 AI3159.No superseded survey control is available for this station.
 AI3159
 AI3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET468485(NAD 83)
 AI3159_MARKER: DV = VERTICAL CONTROL DISK
 AI3159_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI3159_SP_SET: ENTRANCE GATE
 AI3159_STAMPING: A 551 1996
 AI3159_MARK LOGO: NGS   
 AI3159_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3159+STABILITY: SURFACE MOTION
 AI3159
 AI3159  HISTORY     - Date     Condition        Report By
 AI3159  HISTORY     - 1996     MONUMENTED       NGS
 AI3159
 AI3159                          STATION DESCRIPTION
 AI3159
 AI3159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 AI3159'TO REACH FROM THE JUNCTION OF 116TH ST AND VASHON HIGHWAY IN VASHON GO
 AI3159'SOUTH ON VASHON HIGHWAY 1 MILE (1.6 KM) TO A CROSSROAD AND STATION H
 AI3159'352 AT THE K2 FACTORY, CONTINUE SOUTH FOR 1 MILE (1.6 KM) TO 210TH
 AI3159'STREET AND STATION J 352 RESET ON THE RIGHT, CONTINUE SOUTH FOR 1 MILE
 AI3159'(1.6 KM) TO A REVERSE FORK AND STATION FL 13 ON THE RIGHT, CONTINUE
 AI3159'SOUTH FOR 0.05 MILE (0.08 KM) TO A SIDE ROAD LEFT, QUARTERMASTER DR,
 AI3159'TURN LEFT AND GO EAST FOR 1 MILE (1.6 KM) TO STATION E 551 ON THE
 AI3159'LEFT, CONTINUE EAST FOR 0.2 MILE (0.3 KM) TO STATION 5340 KCO ON THE
 AI3159'RIGHT, CONTINUE EASTERLY FOR 0.3 MILE (0.5 KM) TO DOCKTON ROAD.  TURN
 AI3159'RIGHT AND GO SOUTHEASTERLY FOR 0.3 MILE (0.5 KM) TO STATION D 551 ON
 AI3159'THE RIGHT, CONTINUE EASTERLY FOR 0.2 MILE (0.3 KM) TO A FORK, TAKE
 AI3159'LEFT FORK AND GO EAST FOR 1.1 MILES (1.8 KM) TO STATION C 551 ON THE
 AI3159'LEFT, CONTINUE SOUTHEASTERLY FOR 1 MILE (1.6 KM) TO STATION B 551 ON
 AI3159'THE LEFT, CONTINUE EAST FOR 0.5 MILE (0.8 KM) TO A T INTERSECTION,
 AI3159'TURN RIGHT AND GO SOUTHEAST FOR 0.3 MILE (0.5 KM) TO A BAR GATE AND
 AI3159'STATION ON LEFT.  STANDARD BENCH MARK DISK CEMENTED IN A DRILL HOLE IN
 AI3159'THE CONCRETE BASE OF THE NORTH ONE OF 2 POSTS THAT FORM THE ENTRANCE
 AI3159'GATE TO THE COAST GUARD FACILITY IT IS 0.5 FEET (15.2 CM) NORTHWEST OF
 AI3159'THE EDGE OF THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AG9929 ***********************************************************************
 AG9929  DESIGNATION -  A 552
 AG9929  PID         -  AG9929
 AG9929  STATE/COUNTY-  WA/KLICKITAT
 AG9929  USGS QUAD   -  LYLE (1994)
 AG9929
 AG9929                         *CURRENT SURVEY CONTROL
 AG9929  ___________________________________________________________________
 AG9929* NAD 83(1986)-  45 42 11.     (N)    121 17 28.     (W)     SCALED    
 AG9929* NAVD 88     -       100.572  (meters)     329.96   (feet)  ADJUSTED  
 AG9929  ___________________________________________________________________
 AG9929  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 AG9929  DYNAMIC HT  -         100.570 (meters)     329.95  (feet)  COMP
 AG9929  MODELED GRAV-     980,598.2   (mgal)                       NAVD 88
 AG9929
 AG9929  VERT ORDER  -  FIRST     CLASS II
 AG9929
 AG9929.The horizontal coordinates were scaled from a topographic map and have
 AG9929.an estimated accuracy of +/- 6 seconds.
 AG9929
 AG9929.The orthometric height was determined by differential leveling
 AG9929.and adjusted by the National Geodetic Survey in July 2002..
 AG9929
 AG9929.The geoid height was determined by GEOID03.
 AG9929
 AG9929.The dynamic height is computed by dividing the NAVD 88
 AG9929.geopotential number by the normal gravity value computed on the
 AG9929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9929.degrees latitude (g = 980.6199 gals.).
 AG9929
 AG9929.The modeled gravity was interpolated from observed gravity values.
 AG9929
 AG9929;                    North         East    Units  Estimated Accuracy
 AG9929;SPC WA S     -    41,400.      438,390.      MT  (+/- 180 meters Scaled)
 AG9929
 AG9929                          SUPERSEDED SURVEY CONTROL
 AG9929
 AG9929.No superseded survey control is available for this station.
 AG9929
 AG9929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR330624(NAD 83)
 AG9929_MARKER: DV = VERTICAL CONTROL DISK
 AG9929_SETTING: 66 = SET IN ROCK OUTCROP
 AG9929_STAMPING: A 552 1998
 AG9929_MARK LOGO: NGS   
 AG9929_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG9929+STABILITY: POSITION/ELEVATION WELL
 AG9929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9929+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AG9929
 AG9929  HISTORY     - Date     Condition        Report By
 AG9929  HISTORY     - 1998     MONUMENTED       NGS
 AG9929
 AG9929                          STATION DESCRIPTION
 AG9929
 AG9929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9929'0.7 KM (0.45 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 AG9929'IN LYLE, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG OLD STATE HIGHWAY 8,
 AG9929'NEAR THE CENTER OF A 1 BY 6-FT ROCK LEDGE NEAR THE BASE OF A HIGHWAY
 AG9929'CUT, 12.4 M (40.7 FT) WEST OF THE NORTH END OF A GUARDRAIL, 5.8 M
 AG9929'(19.0 FT) WEST OF THE HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) ABOVE THE
 AG9929'LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AG9932 ***********************************************************************
 AG9932  DESIGNATION -  A 553
 AG9932  PID         -  AG9932
 AG9932  STATE/COUNTY-  WA/KLICKITAT
 AG9932  USGS QUAD   -  LYLE (1994)
 AG9932
 AG9932                         *CURRENT SURVEY CONTROL
 AG9932  ___________________________________________________________________
 AG9932* NAD 83(1986)-  45 41 51.     (N)    121 17 39.     (W)     SCALED    
 AG9932* NAVD 88     -        44.175  (meters)     144.93   (feet)  ADJUSTED  
 AG9932  ___________________________________________________________________
 AG9932  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AG9932  DYNAMIC HT  -          44.174 (meters)     144.93  (feet)  COMP
 AG9932  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 AG9932
 AG9932  VERT ORDER  -  FIRST     CLASS II
 AG9932
 AG9932.The horizontal coordinates were scaled from a topographic map and have
 AG9932.an estimated accuracy of +/- 6 seconds.
 AG9932
 AG9932.The orthometric height was determined by differential leveling
 AG9932.and adjusted by the National Geodetic Survey in July 2002..
 AG9932
 AG9932.The geoid height was determined by GEOID03.
 AG9932
 AG9932.The dynamic height is computed by dividing the NAVD 88
 AG9932.geopotential number by the normal gravity value computed on the
 AG9932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9932.degrees latitude (g = 980.6199 gals.).
 AG9932
 AG9932.The modeled gravity was interpolated from observed gravity values.
 AG9932
 AG9932;                    North         East    Units  Estimated Accuracy
 AG9932;SPC WA S     -    40,790.      438,150.      MT  (+/- 180 meters Scaled)
 AG9932
 AG9932                          SUPERSEDED SURVEY CONTROL
 AG9932
 AG9932.No superseded survey control is available for this station.
 AG9932
 AG9932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR328618(NAD 83)
 AG9932_MARKER: DV = VERTICAL CONTROL DISK
 AG9932_SETTING: 66 = SET IN ROCK OUTCROP
 AG9932_STAMPING: A 553 1998
 AG9932_MARK LOGO: NGS   
 AG9932_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG9932+STABILITY: POSITION/ELEVATION WELL
 AG9932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9932+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 AG9932
 AG9932  HISTORY     - Date     Condition        Report By
 AG9932  HISTORY     - 1998     MONUMENTED       NGS
 AG9932  HISTORY     - 20060605 GOOD             USPSQD
 AG9932
 AG9932                          STATION DESCRIPTION
 AG9932
 AG9932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9932'0.7 KM (0.45 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 AG9932'IN LYLE, IN A LARGE AREA OF OUTCROPPING BEDROCK AT THE EAST END OF A
 AG9932'HIGHWAY CUT, 100.0 M (328.1 FT) WEST OF THE WEST END OF A HIGHWAY
 AG9932'BRIDGE SPANNING THE KLICKITAT RIVER, 15.3 M (50.2 FT) NORTH OF THE
 AG9932'HIGHWAY CENTERLINE, 15.1 M (49.5 FT) WEST OF THE CENTERLINE OF OLD
 AG9932'HIGHWAY 8, 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE HIGHWAY, 3.5 M (11.5
 AG9932'FT) SOUTH OF A FENCE CORNER, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS
 AG9932'POST.  NOTE--THE MARK IS ON HIGHWAY RIGHT-OF-WAY.
 AG9932
 AG9932                          STATION RECOVERY (2006)
 AG9932
 AG9932'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 AG9932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0376 ***********************************************************************
 SW0376  DESIGNATION -  A 57
 SW0376  PID         -  SW0376
 SW0376  STATE/COUNTY-  WA/LINCOLN
 SW0376  USGS QUAD   -  ALMIRA (1969)
 SW0376
 SW0376                         *CURRENT SURVEY CONTROL
 SW0376  ___________________________________________________________________
 SW0376* NAD 83(1986)-  47 43 35.     (N)    118 57 40.     (W)     SCALED    
 SW0376* NAVD 88     -       608.691  (meters)    1997.01   (feet)  ADJUSTED  
 SW0376  ___________________________________________________________________
 SW0376  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 SW0376  DYNAMIC HT  -         608.727 (meters)    1997.13  (feet)  COMP
 SW0376  MODELED GRAV-     980,653.0   (mgal)                       NAVD 88
 SW0376
 SW0376  VERT ORDER  -  SECOND    CLASS 0
 SW0376
 SW0376.The horizontal coordinates were scaled from a topographic map and have
 SW0376.an estimated accuracy of +/- 6 seconds.
 SW0376
 SW0376.The orthometric height was determined by differential leveling
 SW0376.and adjusted by the National Geodetic Survey in June 1991..
 SW0376
 SW0376.The geoid height was determined by GEOID03.
 SW0376
 SW0376.The dynamic height is computed by dividing the NAVD 88
 SW0376.geopotential number by the normal gravity value computed on the
 SW0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0376.degrees latitude (g = 980.6199 gals.).
 SW0376
 SW0376.The modeled gravity was interpolated from observed gravity values.
 SW0376
 SW0376;                    North         East    Units  Estimated Accuracy
 SW0376;SPC WA N     -    82,470.      640,430.      MT  (+/- 180 meters Scaled)
 SW0376
 SW0376                          SUPERSEDED SURVEY CONTROL
 SW0376
 SW0376  NGVD 29 (??/??/92)  607.501  (m)         1993.11   (f) ADJ UNCH    2 0
 SW0376
 SW0376.Superseded values are not recommended for survey control.
 SW0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0376.See file dsdata.txt to determine how the superseded data were derived.
 SW0376
 SW0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN529877(NAD 83)
 SW0376_MARKER: DB = BENCH MARK DISK
 SW0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0376_STAMPING: A-57 1934
 SW0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0376+STABILITY: SURFACE MOTION
 SW0376
 SW0376  HISTORY     - Date     Condition        Report By
 SW0376  HISTORY     - 1931     MONUMENTED       CGS
 SW0376  HISTORY     - 1937     GOOD             NGS
 SW0376  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0376
 SW0376                          STATION DESCRIPTION
 SW0376
 SW0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 SW0376'1.3 MI W FROM ALMIRA.
 SW0376'ALONG RIGHT OF WAY OF NORTHERN PACIFIC RAILROAD, 121.5 FEET WEST OF
 SW0376'MILE POST 89, 48 FEET NORTH OF CENTER LINE OF TRACK, 6 FEET SOUTH OF
 SW0376'RIGHT OF WAY FENCE.  STANDARD DISK SET IN CONCRETE POST.
 SW0376
 SW0376                          STATION RECOVERY (1966)
 SW0376
 SW0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0600 ***********************************************************************
 SX0600  DESIGNATION -  A 58
 SX0600  PID         -  SX0600
 SX0600  STATE/COUNTY-  WA/CHELAN
 SX0600  USGS QUAD   -  WINTON (1989)
 SX0600
 SX0600                         *CURRENT SURVEY CONTROL
 SX0600  ___________________________________________________________________
 SX0600* NAD 83(1986)-  47 41 37.     (N)    120 38 29.     (W)     SCALED    
 SX0600* NAVD 88     -       483.403  (meters)    1585.96   (feet)  ADJUSTED  
 SX0600  ___________________________________________________________________
 SX0600  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 SX0600  DYNAMIC HT  -         483.431 (meters)    1586.06  (feet)  COMP
 SX0600  MODELED GRAV-     980,655.6   (mgal)                       NAVD 88
 SX0600
 SX0600  VERT ORDER  -  SECOND    CLASS 0
 SX0600
 SX0600.The horizontal coordinates were scaled from a topographic map and have
 SX0600.an estimated accuracy of +/- 6 seconds.
 SX0600
 SX0600.The orthometric height was determined by differential leveling
 SX0600.and adjusted by the National Geodetic Survey in June 1991..
 SX0600
 SX0600.The geoid height was determined by GEOID03.
 SX0600
 SX0600.The dynamic height is computed by dividing the NAVD 88
 SX0600.geopotential number by the normal gravity value computed on the
 SX0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0600.degrees latitude (g = 980.6199 gals.).
 SX0600
 SX0600.The modeled gravity was interpolated from observed gravity values.
 SX0600
 SX0600;                    North         East    Units  Estimated Accuracy
 SX0600;SPC WA N     -    77,140.      514,410.      MT  (+/- 180 meters Scaled)
 SX0600
 SX0600                          SUPERSEDED SURVEY CONTROL
 SX0600
 SX0600  NGVD 29 (??/??/92)  482.193  (m)         1581.99   (f) ADJ UNCH    2 0
 SX0600
 SX0600.Superseded values are not recommended for survey control.
 SX0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0600.See file dsdata.txt to determine how the superseded data were derived.
 SX0600
 SX0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT769849(NAD 83)
 SX0600_MARKER: DB = BENCH MARK DISK
 SX0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0600_STAMPING: A 58 1934
 SX0600_MARK LOGO: CGS   
 SX0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0600+STABILITY: SURFACE MOTION
 SX0600
 SX0600  HISTORY     - Date     Condition        Report By
 SX0600  HISTORY     - 1934     MONUMENTED       CGS
 SX0600  HISTORY     - 1941     GOOD             NGS
 SX0600  HISTORY     - 1982     GOOD             NGS
 SX0600  HISTORY     - 19871016 GOOD             USPSQD
 SX0600
 SX0600                          STATION DESCRIPTION
 SX0600
 SX0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SX0600'IN CHUMSTICK.
 SX0600'AT CHUMSTICK, CHELAN COUNTY, ON THE GREAT NORTHERN RAILWAY, 27-1/2
 SX0600'RAILS NORTH OF THE STATION SIGN, 62 RAILS NORTH OF MILEPOST 1678, 5
 SX0600'RAILS NORTH OF A PRIVATE-ROAD CROSSING, 45 FEET WEST OF THE TRACK, 3
 SX0600'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 5 FEET LOWER THAN THE
 SX0600'TRACK.  A STANDARD DISK, STAMPED A 58 1934 AND SET IN THE TOP OF A
 SX0600'CONCRETE POST.  NOTE-- THIS BENCH MARK MAY ALSO BE REACHED FROM THE
 SX0600'GREAT NORTHERN RAILWAY STATION AT LEAVENWORTH BY GOING 6.9 MILES NORTH
 SX0600'ALONG STATE HIGHWAY 15 C.  IT IS 600 FEET EAST OF THE HIGHWAY.
 SX0600
 SX0600                          STATION RECOVERY (1982)
 SX0600
 SX0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0600'RECOVERED IN GOOD CONDITION.
 SX0600
 SX0600                          STATION RECOVERY (1987)
 SX0600
 SX0600'RECOVERY NOTE BY US POWER SQUADRON 1987 (LML)
 SX0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0626 ***********************************************************************
 SX0626  DESIGNATION -  A 59
 SX0626  PID         -  SX0626
 SX0626  STATE/COUNTY-  WA/KING
 SX0626  USGS QUAD   -  GROTTO (1982)
 SX0626
 SX0626                         *CURRENT SURVEY CONTROL
 SX0626  ___________________________________________________________________
 SX0626* NAD 83(1986)-  47 43 03.     (N)    121 23 27.     (W)     SCALED    
 SX0626* NAVD 88     -       275.729  (meters)     904.62   (feet)  ADJUSTED  
 SX0626  ___________________________________________________________________
 SX0626  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 SX0626  DYNAMIC HT  -         275.754 (meters)     904.70  (feet)  COMP
 SX0626  MODELED GRAV-     980,695.1   (mgal)                       NAVD 88
 SX0626
 SX0626  VERT ORDER  -  SECOND    CLASS 0
 SX0626
 SX0626.The horizontal coordinates were scaled from a topographic map and have
 SX0626.an estimated accuracy of +/- 6 seconds.
 SX0626
 SX0626.The orthometric height was determined by differential leveling
 SX0626.and adjusted by the National Geodetic Survey in June 1991..
 SX0626
 SX0626.The geoid height was determined by GEOID03.
 SX0626
 SX0626.The dynamic height is computed by dividing the NAVD 88
 SX0626.geopotential number by the normal gravity value computed on the
 SX0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0626.degrees latitude (g = 980.6199 gals.).
 SX0626
 SX0626.The modeled gravity was interpolated from observed gravity values.
 SX0626
 SX0626;                    North         East    Units  Estimated Accuracy
 SX0626;SPC WA N     -    79,920.      458,170.      MT  (+/- 180 meters Scaled)
 SX0626
 SX0626                          SUPERSEDED SURVEY CONTROL
 SX0626
 SX0626  NGVD 29 (??/??/92)  274.500  (m)          900.59   (f) ADJ UNCH    2 0
 SX0626
 SX0626.Superseded values are not recommended for survey control.
 SX0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0626.See file dsdata.txt to determine how the superseded data were derived.
 SX0626
 SX0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT206861(NAD 83)
 SX0626_MARKER: DB = BENCH MARK DISK
 SX0626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0626_SP_SET: ABUTMENT
 SX0626_STAMPING: A 59 1934
 SX0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0626
 SX0626  HISTORY     - Date     Condition        Report By
 SX0626  HISTORY     - 1934     MONUMENTED       CGS
 SX0626  HISTORY     - 1984     GOOD             NGS
 SX0626  HISTORY     - 1987     GOOD             USPSQD
 SX0626
 SX0626                          STATION DESCRIPTION
 SX0626
 SX0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SX0626'1.7 MI W FROM SKYKOMISH.
 SX0626'1.7 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0626'SKYKOMISH, KING COUNTY, 20 FEET NORTH OF MILEPOST 1734, AT BRIDGE 423
 SX0626'OVER MILLER RIVER, 21 RAILS EAST OF THE MAIN SPAN, AND IN THE TOP OF
 SX0626'THE SOUTH END OF THE EAST ABUTMENT.  A STANDARD DISK, STAMPED A 59
 SX0626'1934.
 SX0626
 SX0626                          STATION RECOVERY (1984)
 SX0626
 SX0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SX0626'RECOVERED IN GOOD CONDITION.
 SX0626
 SX0626                          STATION RECOVERY (1987)
 SX0626
 SX0626'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SX0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0419 ***********************************************************************
 TR0419  DESIGNATION -  A 6
 TR0419  PID         -  TR0419
 TR0419  STATE/COUNTY-  WA/ISLAND
 TR0419  USGS QUAD   -  OAK HARBOR (1973)
 TR0419
 TR0419                         *CURRENT SURVEY CONTROL
 TR0419  ___________________________________________________________________
 TR0419* NAD 83(1991)-  48 20 01.19276(N)    122 37 53.02768(W)     ADJUSTED  
 TR0419* NAVD 88     -        45.977  (meters)     150.84   (feet)  ADJUSTED  
 TR0419  ___________________________________________________________________
 TR0419  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 TR0419  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 TR0419  DYNAMIC HT  -          45.988 (meters)     150.88  (feet)  COMP
 TR0419  MODELED GRAV-     980,858.7   (mgal)                       NAVD 88
 TR0419
 TR0419  HORZ ORDER  -  THIRD
 TR0419  VERT ORDER  -  FIRST     CLASS II
 TR0419
 TR0419.The horizontal coordinates were established by classical geodetic methods
 TR0419.and adjusted by the National Geodetic Survey in December 1991..
 TR0419
 TR0419.The orthometric height was determined by differential leveling
 TR0419.and adjusted by the National Geodetic Survey in June 1991..
 TR0419
 TR0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0419
 TR0419.The geoid height was determined by GEOID03.
 TR0419
 TR0419.The dynamic height is computed by dividing the NAVD 88
 TR0419.geopotential number by the normal gravity value computed on the
 TR0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0419.degrees latitude (g = 980.6199 gals.).
 TR0419
 TR0419.The modeled gravity was interpolated from observed gravity values.
 TR0419
 TR0419;                    North         East     Units Scale Factor Converg.
 TR0419;SPC WA N     -   149,838.525   366,705.300   MT  0.99994933   -1 20 19.3
 TR0419;SPC WA N     -   491,595.23  1,203,098.97   sFT  0.99994933   -1 20 19.3
 TR0419;UTM  10      - 5,353,452.392   527,318.365   MT  0.99960917   +0 16 31.3
 TR0419
 TR0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0419!SPC WA N     -   0.99999628  x   0.99994933  =   0.99994561
 TR0419!UTM  10      -   0.99999628  x   0.99960917  =   0.99960545
 TR0419
 TR0419                          SUPERSEDED SURVEY CONTROL
 TR0419
 TR0419  NAD 83(1986)-  48 20 01.19523(N)    122 37 53.03227(W) AD(       ) 3
 TR0419  NAD 27      -  48 20 01.83300(N)    122 37 48.41300(W) AD(       ) 3
 TR0419  NGVD 29 (??/??/92)   44.831  (m)          147.08   (f) ADJ UNCH    1 2
 TR0419
 TR0419.Superseded values are not recommended for survey control.
 TR0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0419.See file dsdata.txt to determine how the superseded data were derived.
 TR0419
 TR0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2731853452(NAD 83)
 TR0419_MARKER: DB = BENCH MARK DISK
 TR0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0419_STAMPING: A 6 1952
 TR0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0419
 TR0419  HISTORY     - Date     Condition        Report By
 TR0419  HISTORY     - 1952     MONUMENTED       CGS
 TR0419  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0419  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TR0419  HISTORY     - 1973     GOOD             USGS
 TR0419  HISTORY     - 1979     GOOD             NGS
 TR0419  HISTORY     - 1979     GOOD             NGS
 TR0419  HISTORY     - 1988     GOOD             USPSQD
 TR0419
 TR0419                          STATION DESCRIPTION
 TR0419
 TR0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0419'STATION IS ON E. SIDE OF ROAD 1.75 MILES N. ALONG TORPEDO ROAD
 TR0419'FROM TORPEDO GATE IN THE N. BOUNDARY OF THE WHIDBEY ISLAND NAS
 TR0419'SEAPLANE BASE AND 0.35 MILES S. OF A Y JUNCTION AND N. TO W. TURN
 TR0419'IN TORPEDO RD.
 TR0419'
 TR0419'THE MARK IS A STANDARD BRONZE DISK STAMPED A-6, 1952, SET IN A
 TR0419'CONCRETE MONUMENT, PROJECTING 0.3 FT. ABOVE GROUND AND ABOUT
 TR0419'2 FT. HIGHER THAN ROAD, WHICH IS 83.0 FT. S. W. OF POWER LINE
 TR0419'POLE WITH TRANSFORMER AND GUY WIRE, 109.0 FT. N. E. OF AND ACROSS
 TR0419'ROAD FROM A TELEPHONE POLE AND 50.0 FT. N. E. OF CENTERLINE OF
 TR0419'ROAD.
 TR0419
 TR0419                          STATION RECOVERY (1960)
 TR0419
 TR0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0419'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 TR0419'THE MARK IS LOCATED AT THE WESTERLY EDGE OF A CLUMP OF LOW PINES
 TR0419'SHOULD BE ADDED.
 TR0419
 TR0419                          STATION RECOVERY (1973)
 TR0419
 TR0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TR0419'THE MARK WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW
 TR0419'DESCRIPTION FOLLOWS--
 TR0419'
 TR0419'THE STATION IS ON WHIDBEY ISLAND, 3.2 MILES NORTH OF OAK HARBOR,
 TR0419'0.1 MILE NORTHWEST OF THE INTERSECTION OF HOFFMAN ROAD AND STATE
 TR0419'HIGHWAY 20, IN THE LOOP OF A CIRCULAR DRIVEWAY INTO THE RESIDENCE
 TR0419'AT 3430 HOFFMAN ROAD AND IN THE NORTHWEST 1/4 OF SECTION 24,
 TR0419'T 33 N, R 1 E.
 TR0419'
 TR0419'THE MARK IS A USC AND GS TRAVERSE STATION DISK, STAMPED A 6 1952,
 TR0419'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 49
 TR0419'FEET SOUTHEAST OF THE CENTER OF HOFFMAN ROAD, 45 FEET NORTHEAST
 TR0419'OF THE SOUTHWEST END OF THE CIRCULAR DRIVEWAY INTO THE CHENEY
 TR0419'RESIDENCE, 22 FEET NORTH OF POWER POLE NO. 9074, 6-1/2 FEET
 TR0419'SOUTHEAST OF THE BOTTOM OF A DOUBLE GUY WIRE ON THE POWER POLE,
 TR0419'ABOUT 2 FEET HIGHER THAN THE ROAD AND 1.5 FEET SOUTH OF A METAL
 TR0419'WITNESS POST.
 TR0419'
 TR0419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR0419'3.2 MILES NORTH OF OAK HARBOR.
 TR0419
 TR0419                          STATION RECOVERY (1973)
 TR0419
 TR0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0419'0.35 MI NW FROM OAK HARBOR.
 TR0419'0.3 MILE N. ALONG STATE HWY. 20 FROM THE JCT. STATE HWY. 20 AND AULT
 TR0419'FIELD ROAD.  THENCE 0.05 MILE NW. ALONG HOFFMAN ROAD.  NEAR CENTER OF
 TR0419'CIRCLE FORMED BY DRIVEWAY NE. TO HOUSE.
 TR0419
 TR0419                          STATION RECOVERY (1979)
 TR0419
 TR0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR0419'THE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 TR0419
 TR0419                          STATION RECOVERY (1979)
 TR0419
 TR0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TR0419'RECOVERED IN GOOD CONDITION.
 TR0419
 TR0419                          STATION RECOVERY (1988)
 TR0419
 TR0419'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0262 ***********************************************************************
 TR0262  DESIGNATION -  A 60
 TR0262  PID         -  TR0262
 TR0262  STATE/COUNTY-  WA/SNOHOMISH
 TR0262  USGS QUAD   -  ARLINGTON EAST (1968)
 TR0262
 TR0262                         *CURRENT SURVEY CONTROL
 TR0262  ___________________________________________________________________
 TR0262* NAD 83(1986)-  48 13 53.     (N)    122 05 20.     (W)     SCALED    
 TR0262* NAVD 88     -        26.779  (meters)      87.86   (feet)  ADJUSTED  
 TR0262  ___________________________________________________________________
 TR0262  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 TR0262  DYNAMIC HT  -          26.785 (meters)      87.88  (feet)  COMP
 TR0262  MODELED GRAV-     980,810.3   (mgal)                       NAVD 88
 TR0262
 TR0262  VERT ORDER  -  SECOND    CLASS 0
 TR0262
 TR0262.The horizontal coordinates were scaled from a topographic map and have
 TR0262.an estimated accuracy of +/- 6 seconds.
 TR0262
 TR0262.The orthometric height was determined by differential leveling
 TR0262.and adjusted by the National Geodetic Survey in June 1991..
 TR0262
 TR0262.The geoid height was determined by GEOID03.
 TR0262
 TR0262.The dynamic height is computed by dividing the NAVD 88
 TR0262.geopotential number by the normal gravity value computed on the
 TR0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0262.degrees latitude (g = 980.6199 gals.).
 TR0262
 TR0262.The modeled gravity was interpolated from observed gravity values.
 TR0262
 TR0262;                    North         East    Units  Estimated Accuracy
 TR0262;SPC WA N     -   137,670.      406,730.      MT  (+/- 180 meters Scaled)
 TR0262
 TR0262                          SUPERSEDED SURVEY CONTROL
 TR0262
 TR0262  NGVD 29 (??/??/92)   25.648  (m)           84.15   (f) ADJ UNCH    2 0
 TR0262
 TR0262.Superseded values are not recommended for survey control.
 TR0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0262.See file dsdata.txt to determine how the superseded data were derived.
 TR0262
 TR0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU676424(NAD 83)
 TR0262_MARKER: DB = BENCH MARK DISK
 TR0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0262_SP_SET: FOUNDATION
 TR0262_STAMPING: A 60 1934
 TR0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0262
 TR0262  HISTORY     - Date     Condition        Report By
 TR0262  HISTORY     - 1934     MONUMENTED       CGS
 TR0262  HISTORY     - 1984     GOOD             NGS
 TR0262  HISTORY     - 19991222 GOOD             USPSQD
 TR0262
 TR0262                          STATION DESCRIPTION
 TR0262
 TR0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TR0262'3.5 MI NE FROM ARLINGTON.
 TR0262'3.5 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TR0262'STATION AT ARLINGTON, SNOHOMISH COUNTY, 0.3 MILE SOUTHWEST OF MILEPOST
 TR0262'31, AT THE STEEL BRIDGE OVER NORTH FORK STILAGUAMISH RIVER, IN THE TOP
 TR0262'OF THE SOUTHWEST CONCRETE FOUNDATION, AND LEVEL WITH THE BRIDGE SEAT.
 TR0262'A STANDARD DISK, STAMPED A 60 1934.
 TR0262
 TR0262                          STATION RECOVERY (1984)
 TR0262
 TR0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TR0262'RECOVERED IN GOOD CONDITION.
 TR0262
 TR0262                          STATION RECOVERY (1999)
 TR0262
 TR0262'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0133 ***********************************************************************
 TQ0133  DESIGNATION -  A 61
 TQ0133  PID         -  TQ0133
 TQ0133  STATE/COUNTY-  WA/SKAGIT
 TQ0133  USGS QUAD   -  LAKE SHANNON (1989)
 TQ0133
 TQ0133                         *CURRENT SURVEY CONTROL
 TQ0133  ___________________________________________________________________
 TQ0133* NAD 83(1986)-  48 31 31.     (N)    121 42 51.     (W)     SCALED    
 TQ0133* NAVD 88     -        62.749  (meters)     205.87   (feet)  ADJUSTED  
 TQ0133  ___________________________________________________________________
 TQ0133  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 TQ0133  DYNAMIC HT  -          62.763 (meters)     205.91  (feet)  COMP
 TQ0133  MODELED GRAV-     980,832.2   (mgal)                       NAVD 88
 TQ0133
 TQ0133  VERT ORDER  -  FIRST     CLASS I
 TQ0133
 TQ0133.The horizontal coordinates were scaled from a topographic map and have
 TQ0133.an estimated accuracy of +/- 6 seconds.
 TQ0133
 TQ0133.The orthometric height was determined by differential leveling
 TQ0133.and adjusted by the National Geodetic Survey in June 1991..
 TQ0133
 TQ0133.The geoid height was determined by GEOID03.
 TQ0133
 TQ0133.The dynamic height is computed by dividing the NAVD 88
 TQ0133.geopotential number by the normal gravity value computed on the
 TQ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0133.degrees latitude (g = 980.6199 gals.).
 TQ0133
 TQ0133.The modeled gravity was interpolated from observed gravity values.
 TQ0133
 TQ0133;                    North         East    Units  Estimated Accuracy
 TQ0133;SPC WA N     -   169,960.      434,940.      MT  (+/- 180 meters Scaled)
 TQ0133
 TQ0133                          SUPERSEDED SURVEY CONTROL
 TQ0133
 TQ0133  NGVD 29 (??/??/92)   61.603  (m)          202.11   (f) ADJ UNCH    1 1
 TQ0133
 TQ0133.Superseded values are not recommended for survey control.
 TQ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0133.See file dsdata.txt to determine how the superseded data were derived.
 TQ0133
 TQ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU949754(NAD 83)
 TQ0133_MARKER: DB = BENCH MARK DISK
 TQ0133_SETTING: 0 = UNSPECIFIED SETTING
 TQ0133_STAMPING: A 61 1934
 TQ0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0133
 TQ0133  HISTORY     - Date     Condition        Report By
 TQ0133  HISTORY     - 1934     MONUMENTED       CGS
 TQ0133  HISTORY     - 1988     GOOD             USPSQD
 TQ0133
 TQ0133                          STATION DESCRIPTION
 TQ0133
 TQ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TQ0133'1.8 MI SE FROM CONCRETE.
 TQ0133'1.8 MI. S. E. ALONG THE GR. N. R. R. FROM STATION ALONG THE RIGHT OF
 TQ0133'WAY OF THE GREAT NORTHERN RAILROAD.  73 RAIL LENGTHS (APPROXIMATELY
 TQ0133'806 YARDS) SOUTH OF MILE POST NO. 46, 23 1/2 RAIL LENGTHS
 TQ0133'(APPROXIMATELY 268 YARDS) NORTH OF WOODEN BRIDGE NO. 54 ACROSS JACKMAN
 TQ0133'CREEK, 1 1/2 RAIL LENGTHS NORTH OF CROSSING, 16 FEET EAST OF THE
 TQ0133'TRACK.
 TQ0133
 TQ0133                          STATION RECOVERY (1988)
 TQ0133
 TQ0133'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWF)
 TQ0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0878 ***********************************************************************
 SC0878  DESIGNATION -  A 62
 SC0878  PID         -  SC0878
 SC0878  STATE/COUNTY-  WA/PACIFIC
 SC0878  USGS QUAD   -  RAYMOND (1994)
 SC0878
 SC0878                         *CURRENT SURVEY CONTROL
 SC0878  ___________________________________________________________________
 SC0878* NAD 83(1986)-  46 43 04.     (N)    123 44 40.     (W)     SCALED    
 SC0878* NAVD 88     -        96.978  (meters)     318.17   (feet)  ADJUSTED  
 SC0878  ___________________________________________________________________
 SC0878  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SC0878  DYNAMIC HT  -          96.994 (meters)     318.22  (feet)  COMP
 SC0878  MODELED GRAV-     980,777.6   (mgal)                       NAVD 88
 SC0878
 SC0878  VERT ORDER  -  FIRST     CLASS II
 SC0878
 SC0878.The horizontal coordinates were scaled from a topographic map and have
 SC0878.an estimated accuracy of +/- 6 seconds.
 SC0878
 SC0878.The orthometric height was determined by differential leveling
 SC0878.and adjusted by the National Geodetic Survey in June 1991..
 SC0878.WARNING-Repeat measurements at this control monument indicate possible
 SC0878.vertical movement.
 SC0878
 SC0878.The geoid height was determined by GEOID03.
 SC0878
 SC0878.The dynamic height is computed by dividing the NAVD 88
 SC0878.geopotential number by the normal gravity value computed on the
 SC0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0878.degrees latitude (g = 980.6199 gals.).
 SC0878
 SC0878.The modeled gravity was interpolated from observed gravity values.
 SC0878
 SC0878;                    North         East    Units  Estimated Accuracy
 SC0878;SPC WA S     -   158,980.      252,040.      MT  (+/- 180 meters Scaled)
 SC0878
 SC0878                          SUPERSEDED SURVEY CONTROL
 SC0878
 SC0878  NGVD 29 (??/??/92)   95.977  (m)          314.88   (f) ADJ UNCH    1 2
 SC0878
 SC0878.Superseded values are not recommended for survey control.
 SC0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0878.See file dsdata.txt to determine how the superseded data were derived.
 SC0878
 SC0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS431740(NAD 83)
 SC0878_MARKER: DB = BENCH MARK DISK
 SC0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0878_STAMPING: A 62 1934
 SC0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0878+STABILITY: SURFACE MOTION
 SC0878
 SC0878  HISTORY     - Date     Condition        Report By
 SC0878  HISTORY     - 1934     MONUMENTED       CGS
 SC0878  HISTORY     - 1968     GOOD             NGS
 SC0878  HISTORY     - 19951130 MARK NOT FOUND   WADT
 SC0878
 SC0878                          STATION DESCRIPTION
 SC0878
 SC0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SC0878'2.55 MI N FROM RAYMOND.
 SC0878'2.55 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SC0878'RAYMOND, 0.2 MILE NORTH OF THE JUNCTION OF WALCH ROAD, AT THE SOUTH
 SC0878'END OF A DEEP CUT, IN R8W T14N, SECTION 12, 29 FEET WEST OF THE CENTER
 SC0878'LINE OF THE HIGHWAY, 71.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 SC0878'CONCRETE DRAIN BOX, 62 FEET SOUTH OF TELEPHONE POLE 12 WITH A GUY
 SC0878'WIRE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE
 SC0878'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 SC0878'ABOVE THE GROUND.
 SC0878
 SC0878                          STATION RECOVERY (1995)
 SC0878
 SC0878'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SC0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0269 ***********************************************************************
 SC0269  DESIGNATION -  A 64
 SC0269  PID         -  SC0269
 SC0269  STATE/COUNTY-  WA/LEWIS
 SC0269  USGS QUAD   -  ADNA (1993)
 SC0269
 SC0269                         *CURRENT SURVEY CONTROL
 SC0269  ___________________________________________________________________
 SC0269* NAD 83(1986)-  46 37 48.     (N)    123 05 54.     (W)     SCALED    
 SC0269* NAVD 88     -        68.646  (meters)     225.22   (feet)  ADJUSTED  
 SC0269  ___________________________________________________________________
 SC0269  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SC0269  DYNAMIC HT  -          68.654 (meters)     225.24  (feet)  COMP
 SC0269  MODELED GRAV-     980,735.0   (mgal)                       NAVD 88
 SC0269
 SC0269  VERT ORDER  -  SECOND    CLASS 0
 SC0269
 SC0269.The horizontal coordinates were scaled from a topographic map and have
 SC0269.an estimated accuracy of +/- 6 seconds.
 SC0269
 SC0269.The orthometric height was determined by differential leveling
 SC0269.and adjusted by the National Geodetic Survey in June 1991..
 SC0269
 SC0269.The geoid height was determined by GEOID03.
 SC0269
 SC0269.The dynamic height is computed by dividing the NAVD 88
 SC0269.geopotential number by the normal gravity value computed on the
 SC0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0269.degrees latitude (g = 980.6199 gals.).
 SC0269
 SC0269.The modeled gravity was interpolated from observed gravity values.
 SC0269
 SC0269;                    North         East    Units  Estimated Accuracy
 SC0269;SPC WA S     -   147,400.      301,070.      MT  (+/- 180 meters Scaled)
 SC0269
 SC0269                          SUPERSEDED SURVEY CONTROL
 SC0269
 SC0269  NGVD 29 (??/??/92)   67.608  (m)          221.81   (f) ADJ UNCH    2 0
 SC0269
 SC0269.Superseded values are not recommended for survey control.
 SC0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0269.See file dsdata.txt to determine how the superseded data were derived.
 SC0269
 SC0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS924640(NAD 83)
 SC0269_MARKER: DB = BENCH MARK DISK
 SC0269_SETTING: 0 = UNSPECIFIED SETTING
 SC0269_STAMPING: A 64 1934
 SC0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0269
 SC0269  HISTORY     - Date     Condition        Report By
 SC0269  HISTORY     - 1934     MONUMENTED       CGS
 SC0269  HISTORY     - 1982     GOOD             LOCENG
 SC0269  HISTORY     - 1983     GOOD             USGS
 SC0269
 SC0269                          STATION DESCRIPTION
 SC0269
 SC0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SC0269'7.8 MI SW FROM CHEHALIS.
 SC0269'7.8 MI. S. W. ALONG N. P RR. FROM RR. STATION ALONG THE RIGHT OF WAY
 SC0269'OF THE NORTHERN PACIFIC RAILROAD.  1.7 MILES SOUTH WEST OF THE STATION
 SC0269'BUILDING AT ADNA, 102 RAIL LENGTHS (APPROXIMATELY 986 YARDS) SOUTH
 SC0269'WEST OF MILE POST NO. 6, 18 RAIL LENGTHS (APPROXIMATELY 180 YARDS)
 SC0269'SOUTH WEST OF PUBLIC CROSSING, 23 FEET NORTH WEST OF THE TRACK, 24 1/2
 SC0269'FEET SOUTH EAST OF RIGHT OF WAY FENCE.
 SC0269
 SC0269                          STATION RECOVERY (1982)
 SC0269
 SC0269'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 SC0269'RECOVERED IN GOOD CONDITION.
 SC0269
 SC0269                          STATION RECOVERY (1983)
 SC0269
 SC0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 SC0269'CHEHALIS, 7.8 MILES SOUTHWEST OF ALONG BURLINGTON NORTHERN RAILROAD,
 SC0269'AT MILLBURN SIDING, 540 FEET SOUTHWEST BLACKTOP ROAD, 35 FEET
 SC0269'NORTHWEST OF SMALL BUILDING, 23 FEET NORTHWEST OF CENTERLINE OF
 SC0269'TRACKS. A STANDARD USC AND GS TABLET STAMPED 'A 64 1934'. AND SET IN
 SC0269'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0920 ***********************************************************************
 SC0920  DESIGNATION -  A 65 RESET
 SC0920  PID         -  SC0920
 SC0920  STATE/COUNTY-  WA/LEWIS
 SC0920  USGS QUAD   -  JACKSON PRAIRIE (1993)
 SC0920
 SC0920                         *CURRENT SURVEY CONTROL
 SC0920  ___________________________________________________________________
 SC0920* NAD 83(1986)-  46 33 41.     (N)    122 52 31.     (W)     SCALED    
 SC0920* NAVD 88     -       147.51   (+/-2cm)     484.0    (feet)  VERTCON   
 SC0920  ___________________________________________________________________
 SC0920  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SC0920
 SC0920  VERT ORDER  -  THIRD (See Below)
 SC0920
 SC0920.The horizontal coordinates were scaled from a topographic map and have
 SC0920.an estimated accuracy of +/- 6 seconds.
 SC0920
 SC0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC0920.The vertical order pertains to the NGVD 29 superseded value.
 SC0920
 SC0920.The geoid height was determined by GEOID03.
 SC0920
 SC0920;                    North         East    Units  Estimated Accuracy
 SC0920;SPC WA S     -   139,240.      317,920.      MT  (+/- 180 meters Scaled)
 SC0920
 SC0920                          SUPERSEDED SURVEY CONTROL
 SC0920
 SC0920  NGVD 29 (??/??/??)  146.46   (m)          480.5    (f) RESET       3  
 SC0920
 SC0920.Superseded values are not recommended for survey control.
 SC0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0920.See file dsdata.txt to determine how the superseded data were derived.
 SC0920
 SC0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES095564(NAD 83)
 SC0920_MARKER: DB = BENCH MARK DISK
 SC0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0920_STAMPING: A 65 RESET 1953
 SC0920_MARK LOGO: CGS   
 SC0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0920+STABILITY: SURFACE MOTION
 SC0920
 SC0920  HISTORY     - Date     Condition        Report By
 SC0920  HISTORY     - 1953     MONUMENTED       WAHC
 SC0920
 SC0920                          STATION DESCRIPTION
 SC0920
 SC0920'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1953 (HAM)
 SC0920'ABOUT 2.0 MILES (3.2 KM) EAST ALONG THE COUNTY ROAD LEADING TO US
 SC0920'HIGHWAY 99 FROM THE GREAT NORTHERN RAILWAY STATION IN NAPAVINE, 59
 SC0920'FEET (18.0 M) NORTH OF CENTERLINE OF THE COUNTY ROAD, AND 157 FEET
 SC0920'(47.9 M) EAST OF THE CENTERLINE OF STATE HIGHWAY 1 AND HIGHWAY 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0228 ***********************************************************************
 SC0228  DESIGNATION -  A 65 RESET 1976
 SC0228  PID         -  SC0228
 SC0228  STATE/COUNTY-  WA/LEWIS
 SC0228  USGS QUAD   -  JACKSON PRAIRIE (1993)
 SC0228
 SC0228                         *CURRENT SURVEY CONTROL
 SC0228  ___________________________________________________________________
 SC0228* NAD 83(1986)-  46 33 42.     (N)    122 52 31.     (W)     SCALED    
 SC0228* NAVD 88     -       146.95   (+/-2cm)     482.1    (feet)  VERTCON   
 SC0228  ___________________________________________________________________
 SC0228  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SC0228
 SC0228  VERT ORDER  -  THIRD (See Below)
 SC0228
 SC0228.The horizontal coordinates were scaled from a topographic map and have
 SC0228.an estimated accuracy of +/- 6 seconds.
 SC0228
 SC0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC0228.The vertical order pertains to the NGVD 29 superseded value.
 SC0228
 SC0228.The geoid height was determined by GEOID03.
 SC0228
 SC0228;                    North         East    Units  Estimated Accuracy
 SC0228;SPC WA S     -   139,270.      317,920.      MT  (+/- 180 meters Scaled)
 SC0228
 SC0228                          SUPERSEDED SURVEY CONTROL
 SC0228
 SC0228  NGVD 29 (12/17/02)  145.90   (m)          478.7    (f) RESET       3  
 SC0228
 SC0228.Superseded values are not recommended for survey control.
 SC0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0228.See file dsdata.txt to determine how the superseded data were derived.
 SC0228
 SC0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES095564(NAD 83)
 SC0228_MARKER: DB = BENCH MARK DISK
 SC0228_SETTING: 0 = UNSPECIFIED SETTING
 SC0228_STAMPING: A 65 RESET 1976
 SC0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0228
 SC0228  HISTORY     - Date     Condition        Report By
 SC0228  HISTORY     - 1976     MONUMENTED       WAHC
 SC0228
 SC0228                          STATION DESCRIPTION
 SC0228
 SC0228'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1976
 SC0228'2.0 MI E FROM NAPAVINE.
 SC0228'2.0 MILES EAST ALONG THE COUNTY ROAD LEADING TO U. S. HIGHWAY 99 FROM
 SC0228'THE GREAT NORTHERN RAILROAD STATION AT NAPAVINE, 101 FEET EAST OF THE
 SC0228'CENTER LINE OF U. S. HIGHWAY 99 AND 177.5 FEET NORTH OF THE CENTER
 SC0228'LINE OF THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0816 ***********************************************************************
 SA0816  DESIGNATION -  A 6=537
 SA0816  PID         -  SA0816
 SA0816  STATE/COUNTY-  WA/FRANKLIN
 SA0816  USGS QUAD   -  GLADE (1992)
 SA0816
 SA0816                         *CURRENT SURVEY CONTROL
 SA0816  ___________________________________________________________________
 SA0816* NAD 83(1986)-  46 21 54.     (N)    119 05 04.     (W)     SCALED    
 SA0816* NAVD 88     -       164.748  (meters)     540.51   (feet)  POSTED    
 SA0816  ___________________________________________________________________
 SA0816  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SA0816  DYNAMIC HT  -         164.750 (meters)     540.52  (feet)  COMP
 SA0816  MODELED GRAV-     980,643.1   (mgal)                       NAVD 88
 SA0816
 SA0816  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SA0816
 SA0816.The horizontal coordinates were scaled from a topographic map and have
 SA0816.an estimated accuracy of +/- 6 seconds.
 SA0816
 SA0816.The orthometric height was determined by differential leveling
 SA0816.and adjusted by the National Geodetic Survey in 1992..
 SA0816.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SA0816.rate of 2.1 thru 3.0 mm/km.
 SA0816
 SA0816.The geoid height was determined by GEOID03.
 SA0816
 SA0816.The dynamic height is computed by dividing the NAVD 88
 SA0816.geopotential number by the normal gravity value computed on the
 SA0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0816.degrees latitude (g = 980.6199 gals.).
 SA0816
 SA0816.The modeled gravity was interpolated from observed gravity values.
 SA0816
 SA0816;                    North         East    Units  Estimated Accuracy
 SA0816;SPC WA S     -   115,650.      608,920.      MT  (+/- 180 meters Scaled)
 SA0816
 SA0816                          SUPERSEDED SURVEY CONTROL
 SA0816
 SA0816  NGVD 29 (??/??/92)  163.707  (m)          537.10   (f) ADJ UNCH    1 2
 SA0816
 SA0816.Superseded values are not recommended for survey control.
 SA0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0816.See file dsdata.txt to determine how the superseded data were derived.
 SA0816
 SA0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM396367(NAD 83)
 SA0816_MARKER: P = PIPE CAP
 SA0816_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0816_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0816_STAMPING: 537 T
 SA0816_MARK LOGO: USGS  
 SA0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0816
 SA0816  HISTORY     - Date     Condition        Report By
 SA0816  HISTORY     - UNK      MONUMENTED       USGS
 SA0816  HISTORY     - 1944     GOOD             CGS
 SA0816  HISTORY     - 1981     MARK NOT FOUND   NGS
 SA0816  HISTORY     - 19901002 MARK NOT FOUND   USPSQD
 SA0816
 SA0816                          STATION DESCRIPTION
 SA0816
 SA0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0816'9.8 MI N FROM PASCO.
 SA0816'ALONG THE NORTHERN PACIFIC RAILROAD 9.8 MILES NORTH OF THE STATION AT
 SA0816'PASCO, 2.2 MILES NORTH OF THE STATION AT GLADE, 0.2 MILE NORTH OF
 SA0816'MILEPOST 136, 16 RAILS NORTH OF BRIDGE 135, 31.0 FEET SOUTHEAST OF THE
 SA0816'FIFTH TELEGRAPH POLE NORTH OF BRIDGE 135, 57.5 FEET EAST OF EAST RAIL,
 SA0816'26.4 FEET WEST OF THE CENTER LINE OF HIGHWAY, 3 FEET BELOW THE RAIL, 1
 SA0816'FOOT ABOVE THE GROUND AND 2.6 FEET WEST OF A 4 INCH X 4 INCH WHITE
 SA0816'WOODEN POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP RIVETED
 SA0816'ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 SA0816
 SA0816                          STATION RECOVERY (1981)
 SA0816
 SA0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0816'AREA DESCRIBED HAS BEEN PAVED OVER BELIEVED DESTROYED.
 SA0816
 SA0816                          STATION RECOVERY (1990)
 SA0816
 SA0816'RECOVERY NOTE BY US POWER SQUADRON 1990 (ALM)
 SA0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0006 ***********************************************************************
 SC0006  DESIGNATION -  A 66
 SC0006  PID         -  SC0006
 SC0006  STATE/COUNTY-  WA/LEWIS
 SC0006  USGS QUAD   -  MINERAL (1993)
 SC0006
 SC0006                         *CURRENT SURVEY CONTROL
 SC0006  ___________________________________________________________________
 SC0006* NAD 83(1986)-  46 37 55.     (N)    122 12 41.     (W)     SCALED    
 SC0006* NAVD 88     -       481.913  (meters)    1581.08   (feet)  ADJUSTED  
 SC0006  ___________________________________________________________________
 SC0006  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 SC0006  DYNAMIC HT  -         481.914 (meters)    1581.08  (feet)  COMP
 SC0006  MODELED GRAV-     980,600.4   (mgal)                       NAVD 88
 SC0006
 SC0006  VERT ORDER  -  SECOND    CLASS 0
 SC0006
 SC0006.The horizontal coordinates were scaled from a topographic map and have
 SC0006.an estimated accuracy of +/- 6 seconds.
 SC0006
 SC0006.The orthometric height was determined by differential leveling
 SC0006.and adjusted by the National Geodetic Survey in June 1991..
 SC0006
 SC0006.The geoid height was determined by GEOID03.
 SC0006
 SC0006.The dynamic height is computed by dividing the NAVD 88
 SC0006.geopotential number by the normal gravity value computed on the
 SC0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0006.degrees latitude (g = 980.6199 gals.).
 SC0006
 SC0006.The modeled gravity was interpolated from observed gravity values.
 SC0006
 SC0006;                    North         East    Units  Estimated Accuracy
 SC0006;SPC WA S     -   145,760.      368,970.      MT  (+/- 180 meters Scaled)
 SC0006
 SC0006                          SUPERSEDED SURVEY CONTROL
 SC0006
 SC0006  NGVD 29 (??/??/92)  480.837  (m)         1577.55   (f) ADJ UNCH    2 0
 SC0006
 SC0006.Superseded values are not recommended for survey control.
 SC0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0006.See file dsdata.txt to determine how the superseded data were derived.
 SC0006
 SC0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES603645(NAD 83)
 SC0006_MARKER: DB = BENCH MARK DISK
 SC0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0006_STAMPING: A 66 1934
 SC0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0006+STABILITY: SURFACE MOTION
 SC0006
 SC0006  HISTORY     - Date     Condition        Report By
 SC0006  HISTORY     - 1934     MONUMENTED       CGS
 SC0006
 SC0006                          STATION DESCRIPTION
 SC0006
 SC0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SC0006'6.4 MI N FROM MORTON.
 SC0006'6.4 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT MORTON,
 SC0006'0.3 MILE SOUTH OF HIGHWAY MILEPOST 49, 200 YARDS NORTH OF THE CROSSING
 SC0006'OF A LOGGING RAILROAD, ON A SMALL KNOLL AT THE NORTH END OF A DIRT
 SC0006'CUT, AND 28.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 SC0006'DISK, STAMPED A 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0861 ***********************************************************************
 SX0861  DESIGNATION -  A 68
 SX0861  PID         -  SX0861
 SX0861  STATE/COUNTY-  WA/KING
 SX0861  USGS QUAD   -  MONROE (1993)
 SX0861
 SX0861                         *CURRENT SURVEY CONTROL
 SX0861  ___________________________________________________________________
 SX0861* NAD 83(1986)-  47 46 27.     (N)    121 57 32.     (W)     SCALED    
 SX0861* NAVD 88     -        14.420  (meters)      47.31   (feet)  ADJUSTED  
 SX0861  ___________________________________________________________________
 SX0861  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 SX0861  DYNAMIC HT  -          14.422 (meters)      47.32  (feet)  COMP
 SX0861  MODELED GRAV-     980,779.1   (mgal)                       NAVD 88
 SX0861
 SX0861  VERT ORDER  -  FIRST     CLASS II
 SX0861
 SX0861.The horizontal coordinates were scaled from a topographic map and have
 SX0861.an estimated accuracy of +/- 6 seconds.
 SX0861
 SX0861.The orthometric height was determined by differential leveling
 SX0861.and adjusted by the National Geodetic Survey in June 1991..
 SX0861
 SX0861.The geoid height was determined by GEOID03.
 SX0861
 SX0861.The dynamic height is computed by dividing the NAVD 88
 SX0861.geopotential number by the normal gravity value computed on the
 SX0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0861.degrees latitude (g = 980.6199 gals.).
 SX0861
 SX0861.The modeled gravity was interpolated from observed gravity values.
 SX0861
 SX0861;                    North         East    Units  Estimated Accuracy
 SX0861;SPC WA N     -    86,690.      415,650.      MT  (+/- 180 meters Scaled)
 SX0861
 SX0861                          SUPERSEDED SURVEY CONTROL
 SX0861
 SX0861  NGVD 29 (??/??/92)   13.327  (m)           43.72   (f) ADJ UNCH    1 2
 SX0861
 SX0861.Superseded values are not recommended for survey control.
 SX0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0861.See file dsdata.txt to determine how the superseded data were derived.
 SX0861
 SX0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET780917(NAD 83)
 SX0861_MARKER: DB = BENCH MARK DISK
 SX0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0861_STAMPING: A 68 1934
 SX0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0861+STABILITY: SURFACE MOTION
 SX0861
 SX0861  HISTORY     - Date     Condition        Report By
 SX0861  HISTORY     - 1934     MONUMENTED       CGS
 SX0861  HISTORY     - 1954     GOOD             NGS
 SX0861  HISTORY     - 1966     GOOD             NGS
 SX0861
 SX0861                          STATION DESCRIPTION
 SX0861
 SX0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 SX0861'2.9 MI NE FROM DUVALL.
 SX0861'2.9 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SX0861'RAILROAD FROM THE STATION AT DUVALL, ABOUT 28 RAILS SOUTHEAST OF
 SX0861'MILEPOST 34, 37.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 13 FEET
 SX0861'SOUTHEAST OF THE CENTER OF A GATE TO A PRIVATE ROAD CROSSING, 17 YARDS
 SX0861'SOUTH OF THE SOUTH CORNER OF A LARGE WHITE BARN, 11 FEET NORTHWEST OF
 SX0861'A WIRE FENCE, ABOUT 2 FEET BELOW THE TRACK, AND SET IN THE TOP OF A
 SX0861'CONCRETE POST FLUSH WITH THE GROUND.
 SX0861
 SX0861                          STATION RECOVERY (1966)
 SX0861
 SX0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SX0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0868 ***********************************************************************
 SW0868  DESIGNATION -  A 69
 SW0868  PID         -  SW0868
 SW0868  STATE/COUNTY-  WA/DOUGLAS
 SW0868  USGS QUAD   -  JAMESON LAKE SW (1965)
 SW0868
 SW0868                         *CURRENT SURVEY CONTROL
 SW0868  ___________________________________________________________________
 SW0868* NAD 83(1986)-  47 35 55.     (N)    119 40 25.     (W)     SCALED    
 SW0868* NAVD 88     -       508.358  (meters)    1667.84   (feet)  ADJUSTED  
 SW0868  ___________________________________________________________________
 SW0868  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SW0868  DYNAMIC HT  -         508.391 (meters)    1667.95  (feet)  COMP
 SW0868  MODELED GRAV-     980,662.3   (mgal)                       NAVD 88
 SW0868
 SW0868  VERT ORDER  -  SECOND    CLASS 0
 SW0868
 SW0868.The horizontal coordinates were scaled from a topographic map and have
 SW0868.an estimated accuracy of +/- 6 seconds.
 SW0868
 SW0868.The orthometric height was determined by differential leveling
 SW0868.and adjusted by the National Geodetic Survey in June 1991..
 SW0868
 SW0868.The geoid height was determined by GEOID03.
 SW0868
 SW0868.The dynamic height is computed by dividing the NAVD 88
 SW0868.geopotential number by the normal gravity value computed on the
 SW0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0868.degrees latitude (g = 980.6199 gals.).
 SW0868
 SW0868.The modeled gravity was interpolated from observed gravity values.
 SW0868
 SW0868;                    North         East    Units  Estimated Accuracy
 SW0868;SPC WA N     -    67,210.      587,210.      MT  (+/- 180 meters Scaled)
 SW0868
 SW0868                          SUPERSEDED SURVEY CONTROL
 SW0868
 SW0868  NGVD 29 (??/??/92)  507.193  (m)         1664.02   (f) ADJ UNCH    2 0
 SW0868
 SW0868.Superseded values are not recommended for survey control.
 SW0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0868.See file dsdata.txt to determine how the superseded data were derived.
 SW0868
 SW0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN990751(NAD 83)
 SW0868_MARKER: DB = BENCH MARK DISK
 SW0868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SW0868_SP_SET: BRIDGE
 SW0868_STAMPING: A 69 1934
 SW0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0868
 SW0868  HISTORY     - Date     Condition        Report By
 SW0868  HISTORY     - 1934     MONUMENTED       CGS
 SW0868  HISTORY     - 1959     GOOD             NGS
 SW0868  HISTORY     - 1981     GOOD             NGS
 SW0868
 SW0868                          STATION DESCRIPTION
 SW0868
 SW0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SW0868'9.0 MI E FROM FARMER.
 SW0868'9.0 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AND STORE AT
 SW0868'FARMER, 0.15 MILE NORTHEAST OF MILEPOST 93, ABOUT MIDWAY BETWEEN
 SW0868'CURVES, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD
 SW0868'WALL OF A CONCRETE BRIDGE, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE
 SW0868'HIGHWAY, 0.3 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL, AND
 SW0868'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 SW0868
 SW0868                          STATION RECOVERY (1981)
 SW0868
 SW0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0868'19.2 MILES WEST ALONG US HIGHWAY 2 FROM THE JUNCTION OF 4TH STREET IN
 SW0868'COULEE CITY TO THE MARK ABOUT 0.1 MILE NORTH OF THE PRESENT ALIGNMENT
 SW0868'OF THE HIGHWAY SET IN A DRILL HOLE IN THE SOUTHEAST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0418 ***********************************************************************
 TR0418  DESIGNATION -  A 7 1952
 TR0418  PID         -  TR0418
 TR0418  STATE/COUNTY-  WA/ISLAND
 TR0418  USGS QUAD   -  OAK HARBOR (1973)
 TR0418
 TR0418                         *CURRENT SURVEY CONTROL
 TR0418  ___________________________________________________________________
 TR0418* NAD 83(1991)-  48 20 11.99428(N)    122 38 11.91264(W)     ADJUSTED  
 TR0418* NAVD 88     -        42.121  (meters)     138.19   (feet)  ADJUSTED  
 TR0418  ___________________________________________________________________
 TR0418  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 TR0418  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 TR0418  DYNAMIC HT  -          42.132 (meters)     138.23  (feet)  COMP
 TR0418  MODELED GRAV-     980,859.3   (mgal)                       NAVD 88
 TR0418
 TR0418  HORZ ORDER  -  THIRD
 TR0418  VERT ORDER  -  FIRST     CLASS II
 TR0418
 TR0418.The horizontal coordinates were established by classical geodetic methods
 TR0418.and adjusted by the National Geodetic Survey in December 1991..
 TR0418
 TR0418.The orthometric height was determined by differential leveling
 TR0418.and adjusted by the National Geodetic Survey in June 1991..
 TR0418
 TR0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0418
 TR0418.The geoid height was determined by GEOID03.
 TR0418
 TR0418.The dynamic height is computed by dividing the NAVD 88
 TR0418.geopotential number by the normal gravity value computed on the
 TR0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0418.degrees latitude (g = 980.6199 gals.).
 TR0418
 TR0418.The modeled gravity was interpolated from observed gravity values.
 TR0418
 TR0418;                    North         East     Units Scale Factor Converg.
 TR0418;SPC WA N     -   150,181.153   366,324.302   MT  0.99994953   -1 20 33.4
 TR0418;SPC WA N     -   492,719.33  1,201,848.98   sFT  0.99994953   -1 20 33.4
 TR0418;UTM  10      - 5,353,784.040   526,928.001   MT  0.99960891   +0 16 17.2
 TR0418
 TR0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0418!SPC WA N     -   0.99999688  x   0.99994953  =   0.99994641
 TR0418!UTM  10      -   0.99999688  x   0.99960891  =   0.99960579
 TR0418
 TR0418|---------------------------------------------------------------------|
 TR0418| PID    Reference Object                     Distance      Geod. Az  |
 TR0418|                                                           dddmmss.s |
 TR0418| TR1379 79 7.9 TP 1952                       49.856 METERS 12251     |
 TR0418| TR0419 A 6                                 APPROX. 0.5 KM 1303720.1 |
 TR0418| TR1342 A 6 TP 1952                         491.263 METERS 1312848.9 |
 TR0418| TR0417 TORPEDO                              19.983 METERS 18936     |
 TR0418|---------------------------------------------------------------------|
 TR0418
 TR0418                          SUPERSEDED SURVEY CONTROL
 TR0418
 TR0418  NAD 83(1986)-  48 20 11.99638(N)    122 38 11.91669(W) AD(       ) 3
 TR0418  NAD 27      -  48 20 12.63200(N)    122 38 07.29400(W) AD(       ) 3
 TR0418  NGVD 29 (??/??/92)   40.98   (m)          134.4    (f) COMPUTED    1 2
 TR0418
 TR0418.Superseded values are not recommended for survey control.
 TR0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0418.See file dsdata.txt to determine how the superseded data were derived.
 TR0418
 TR0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2692853784(NAD 83)
 TR0418_MARKER: DB = BENCH MARK DISK
 TR0418_SETTING: 0 = UNSPECIFIED SETTING
 TR0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0418
 TR0418  HISTORY     - Date     Condition        Report By
 TR0418  HISTORY     - 1952     MONUMENTED       CGS
 TR0418  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0418  HISTORY     - 1973     GOOD             USGS
 TR0418
 TR0418                          STATION DESCRIPTION
 TR0418
 TR0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0418'THE STATION IS AT A NORTH TO WEST TURN IN TORPEDO ROAD AND THE
 TR0418'JUNCTION OF A ROAD LEADING NORTH TO MT. VERNON IN THE MIDDLE OF
 TR0418'THE TRIANGLE FORMED BY THE INTERSECTION 2.1 MILES NORTH ALONG
 TR0418'TORPEDO ROAD FROM TORPEDO GATE IN THE NORTH BOUNDARY OF THE
 TR0418'WHIDBEY ISLAND NAS SEAPLANE BASE.
 TR0418'
 TR0418'THE MARK IS A STANDARD BRONZE DISK, STAMPED A - 7, 1952, SET IN
 TR0418'CONCRETE, PROJECTING 2 INCHES ABOVE THE GROUND, WHICH IS 73.0
 TR0418'FT. SOUTHWEST OF THE CENTERLINE OF THE ROAD FORMING THE NORTHEAST
 TR0418'SIDE OF THE TRIANGLE, 40.0 FT. SOUTHEAST OF THE CENTERLINE OF THE
 TR0418'ROAD FORMING THE NORTHWEST SIDE OF THE TRIANGLE, 65.5 FT. NORTH
 TR0418'OF AND ACROSS THE ROAD FROM TRIANGULATION STATION TORPEDO, 1951
 TR0418'AND 33.0 FT. NORTH OF THE CENTERLINE OF TORPEDO ROAD.
 TR0418
 TR0418                          STATION RECOVERY (1960)
 TR0418
 TR0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0418'THE MARK WAS RECOVERED IN GOOD CONDITION IN THE CENTER OF THE
 TR0418'PAVED ROAD ON THE NORTH SIDE OF THE SENTRY BOX AT THE EAST GATE TO
 TR0418'AULT FIELD, 12.8 FT. NORTHEAST OF THE GATE POST, 26 FEET NORTHEAST
 TR0418'OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE SENTRY
 TR0418'BOX, AND 21.0 FEET NORTH OF THE CENTERLINE OF TORPEDO ROAD.  IT
 TR0418'IS A STANDARD DISK STAMPED A 7 1952 SET IN TOP OF A CONCRETE
 TR0418'MONUMENT AND IS 65.55 FEET (19.980 M) FROM TORPEDO 1951.
 TR0418
 TR0418                          STATION RECOVERY (1973)
 TR0418
 TR0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0418'0.65 MI NW FROM OAK HARBOR.
 TR0418'0.3 MILE N. ALONG STATE HWY. 20 FROM THE JCT. STATE HWY. 20 AND AULT
 TR0418'FIELD ROAD.  THENCE 0.35 MILE NW. ALONG HOFFMAN ROAD.  AT THE OLD EAST
 TR0418'GATE INTO THE WHIDBEY ISLAND NAVAL AIR STATION.  NOTE-- ONLY HALF OF
 TR0418'THE BRASS TABLET REMAINS.  NOTE-- CANNOT READ STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0235 ***********************************************************************
 SW0235  DESIGNATION -  A 70
 SW0235  PID         -  SW0235
 SW0235  STATE/COUNTY-  WA/LINCOLN
 SW0235  USGS QUAD   -  SYLVAN LAKE (1968)
 SW0235
 SW0235                         *CURRENT SURVEY CONTROL
 SW0235  ___________________________________________________________________
 SW0235* NAD 83(1986)-  47 20 22.     (N)    118 36 10.     (W)     SCALED    
 SW0235* NAVD 88     -       520.829  (meters)    1708.75   (feet)  ADJUSTED  
 SW0235  ___________________________________________________________________
 SW0235  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 SW0235  DYNAMIC HT  -         520.859 (meters)    1708.85  (feet)  COMP
 SW0235  MODELED GRAV-     980,653.6   (mgal)                       NAVD 88
 SW0235
 SW0235  VERT ORDER  -  SECOND    CLASS 0
 SW0235
 SW0235.The horizontal coordinates were scaled from a topographic map and have
 SW0235.an estimated accuracy of +/- 6 seconds.
 SW0235
 SW0235.The orthometric height was determined by differential leveling
 SW0235.and adjusted by the National Geodetic Survey in June 1991..
 SW0235
 SW0235.The geoid height was determined by GEOID03.
 SW0235
 SW0235.The dynamic height is computed by dividing the NAVD 88
 SW0235.geopotential number by the normal gravity value computed on the
 SW0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0235.degrees latitude (g = 980.6199 gals.).
 SW0235
 SW0235.The modeled gravity was interpolated from observed gravity values.
 SW0235
 SW0235;                    North         East    Units  Estimated Accuracy
 SW0235;SPC WA N     -    40,180.      668,550.      MT  (+/- 180 meters Scaled)
 SW0235
 SW0235                          SUPERSEDED SURVEY CONTROL
 SW0235
 SW0235  NGVD 29 (??/??/92)  519.712  (m)         1705.09   (f) ADJ UNCH    2 0
 SW0235
 SW0235.Superseded values are not recommended for survey control.
 SW0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0235.See file dsdata.txt to determine how the superseded data were derived.
 SW0235
 SW0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN789441(NAD 83)
 SW0235_MARKER: DB = BENCH MARK DISK
 SW0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0235_STAMPING: A 70 1934
 SW0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0235+STABILITY: SURFACE MOTION
 SW0235
 SW0235  HISTORY     - Date     Condition        Report By
 SW0235  HISTORY     - 1934     MONUMENTED       CGS
 SW0235  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0235
 SW0235                          STATION DESCRIPTION
 SW0235
 SW0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SW0235'4.3 MI E FROM ODESSA.
 SW0235'4.3 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SW0235'ODESSA, 215 YARDS NORTHEAST OF MILEPOST 1549, 47 FEET WEST OF THE
 SW0235'SWITCH STAND AT THE SOUTHWEST END OF THE NEMO SIDING, 21 FEET
 SW0235'NORTHWEST OF SEMAPHORE SIGNAL 1548.9, AND 29 FEET NORTHWEST OF THE
 SW0235'TRACK.  A STANDARD DISK, STAMPED A 70 1934 AND SET IN THE TOP OF A
 SW0235'CONCRETE POST.
 SW0235
 SW0235                          STATION RECOVERY (1968)
 SW0235
 SW0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0979 ***********************************************************************
 SV0979  DESIGNATION -  A 71
 SV0979  PID         -  SV0979
 SV0979  STATE/COUNTY-  WA/SPOKANE
 SV0979  USGS QUAD   -  AIRWAY HEIGHTS (1986)
 SV0979
 SV0979                         *CURRENT SURVEY CONTROL
 SV0979  ___________________________________________________________________
 SV0979* NAD 83(1986)-  47 41 20.     (N)    117 33 25.     (W)     SCALED    
 SV0979* NAVD 88     -       686.536  (meters)    2252.41   (feet)  ADJUSTED  
 SV0979  ___________________________________________________________________
 SV0979  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 SV0979  DYNAMIC HT  -         686.575 (meters)    2252.54  (feet)  COMP
 SV0979  MODELED GRAV-     980,646.2   (mgal)                       NAVD 88
 SV0979
 SV0979  VERT ORDER  -  SECOND    CLASS 0
 SV0979
 SV0979.The horizontal coordinates were scaled from a topographic map and have
 SV0979.an estimated accuracy of +/- 6 seconds.
 SV0979
 SV0979.The orthometric height was determined by differential leveling
 SV0979.and adjusted by the National Geodetic Survey in June 1991..
 SV0979
 SV0979.The geoid height was determined by GEOID03.
 SV0979
 SV0979.The dynamic height is computed by dividing the NAVD 88
 SV0979.geopotential number by the normal gravity value computed on the
 SV0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0979.degrees latitude (g = 980.6199 gals.).
 SV0979
 SV0979.The modeled gravity was interpolated from observed gravity values.
 SV0979
 SV0979;                    North         East    Units  Estimated Accuracy
 SV0979;SPC WA N     -    81,830.      745,890.      MT  (+/- 180 meters Scaled)
 SV0979
 SV0979                          SUPERSEDED SURVEY CONTROL
 SV0979
 SV0979  NGVD 29 (??/??/92)  685.362  (m)         2248.56   (f) ADJ UNCH    2 0
 SV0979
 SV0979.Superseded values are not recommended for survey control.
 SV0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0979.See file dsdata.txt to determine how the superseded data were derived.
 SV0979
 SV0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN582818(NAD 83)
 SV0979_MARKER: DB = BENCH MARK DISK
 SV0979_SETTING: 0 = UNSPECIFIED SETTING
 SV0979_STAMPING: A 71 1934
 SV0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0979
 SV0979  HISTORY     - Date     Condition        Report By
 SV0979  HISTORY     - 1934     MONUMENTED       CGS
 SV0979
 SV0979                          STATION DESCRIPTION
 SV0979
 SV0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SV0979'1.4 MI N FROM LYONS.
 SV0979'1.4 MILES NORTH EAST OF STATION BLDG. ALONG G. NRR. ALONG GREAT
 SV0979'NORTHERN RAILROAD RIGHT OF WAY, 12 3/4 RAIL LENGTHS APPROXIMATELY 140
 SV0979'YARDS EAST OF SEMAPHORE 1488-5, 2 RAIL LENGTHS EAST OF PRIVATE
 SV0979'CROSSING, 44 FEET NORTH OF TRACK, 3 FEET SOUTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0176 ***********************************************************************
 SX0176  DESIGNATION -  A 71
 SX0176  PID         -  SX0176
 SX0176  STATE/COUNTY-  WA/KITTITAS
 SX0176  USGS QUAD   -  COLOCKUM PASS (1987)
 SX0176
 SX0176                         *CURRENT SURVEY CONTROL
 SX0176  ___________________________________________________________________
 SX0176* NAD 83(1986)-  47 12 15.     (N)    120 16 33.     (W)     SCALED    
 SX0176* NAVD 88     -      1610.982  (meters)    5285.36   (feet)  ADJUSTED  
 SX0176  ___________________________________________________________________
 SX0176  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 SX0176  DYNAMIC HT  -        1610.748 (meters)    5284.60  (feet)  COMP
 SX0176  MODELED GRAV-     980,409.4   (mgal)                       NAVD 88
 SX0176
 SX0176  VERT ORDER  -  SECOND    CLASS 0
 SX0176
 SX0176.The horizontal coordinates were scaled from a topographic map and have
 SX0176.an estimated accuracy of +/- 6 seconds.
 SX0176
 SX0176.The orthometric height was determined by differential leveling
 SX0176.and adjusted by the National Geodetic Survey in June 1991..
 SX0176.WARNING-Repeat measurements at this control monument indicate possible
 SX0176.vertical movement.
 SX0176
 SX0176.The geoid height was determined by GEOID03.
 SX0176
 SX0176.The dynamic height is computed by dividing the NAVD 88
 SX0176.geopotential number by the normal gravity value computed on the
 SX0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0176.degrees latitude (g = 980.6199 gals.).
 SX0176
 SX0176.The modeled gravity was interpolated from observed gravity values.
 SX0176
 SX0176;                    North         East    Units  Estimated Accuracy
 SX0176;SPC WA S     -   207,970.      516,980.      MT  (+/- 180 meters Scaled)
 SX0176
 SX0176                          SUPERSEDED SURVEY CONTROL
 SX0176
 SX0176  NGVD 29 (??/??/92) 1609.692  (m)         5281.13   (f) ADJ UNCH    2 0
 SX0176
 SX0176.Superseded values are not recommended for survey control.
 SX0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0176.See file dsdata.txt to determine how the superseded data were derived.
 SX0176
 SX0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT063314(NAD 83)
 SX0176_MARKER: DB = BENCH MARK DISK
 SX0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0176_STAMPING: A 71 1935
 SX0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0176+STABILITY: SURFACE MOTION
 SX0176
 SX0176  HISTORY     - Date     Condition        Report By
 SX0176  HISTORY     - 1935     MONUMENTED       CGS
 SX0176  HISTORY     - 1949     GOOD             NGS
 SX0176  HISTORY     - 1965     MARK NOT FOUND   NGS
 SX0176
 SX0176                          STATION DESCRIPTION
 SX0176
 SX0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0176'24.3 MI NE FROM ELLENSBURG.
 SX0176'24.3 MILES NORTHEAST ALONG THE COLOCKUM PASS ROAD FROM THE POST OFFICE
 SX0176'AT ELLENSBURG, KITTITAS COUNTY, 34 YARDS NORTHEAST OF A WOODEN BRIDGE
 SX0176'ACROSS A SMALL CREEK, 15 FEET SOUTH OF A FENCE CORNER MADE OF A WOODEN
 SX0176'FRAME FILLED WITH ROCKS, 44 FEET EAST OF THE CENTERLINE OF THE ROAD,
 SX0176'AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A
 SX0176'71 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- A DITCH AND FIRE
 SX0176'BREAK HAS BEEN BLADED ALONG THE TRACK AND B.M. IS PRESUMED DESTROYED.
 SX0176
 SX0176                          STATION RECOVERY (1965)
 SX0176
 SX0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SX0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0416 ***********************************************************************
 SW0416  DESIGNATION -  A 72
 SW0416  PID         -  SW0416
 SW0416  STATE/COUNTY-  WA/GRANT
 SW0416  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW0416
 SW0416                         *CURRENT SURVEY CONTROL
 SW0416  ___________________________________________________________________
 SW0416* NAD 83(1986)-  47 53 46.     (N)    118 59 09.     (W)     SCALED    
 SW0416* NAVD 88     -       713.949  (meters)    2342.35   (feet)  ADJUSTED  
 SW0416  ___________________________________________________________________
 SW0416  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SW0416  DYNAMIC HT  -         714.002 (meters)    2342.52  (feet)  COMP
 SW0416  MODELED GRAV-     980,663.1   (mgal)                       NAVD 88
 SW0416
 SW0416  VERT ORDER  -  SECOND    CLASS 0
 SW0416
 SW0416.The horizontal coordinates were scaled from a topographic map and have
 SW0416.an estimated accuracy of +/- 6 seconds.
 SW0416
 SW0416.The orthometric height was determined by differential leveling
 SW0416.and adjusted by the National Geodetic Survey in June 1991..
 SW0416
 SW0416.The geoid height was determined by GEOID03.
 SW0416
 SW0416.The dynamic height is computed by dividing the NAVD 88
 SW0416.geopotential number by the normal gravity value computed on the
 SW0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0416.degrees latitude (g = 980.6199 gals.).
 SW0416
 SW0416.The modeled gravity was interpolated from observed gravity values.
 SW0416
 SW0416;                    North         East    Units  Estimated Accuracy
 SW0416;SPC WA S     -   285,970.      613,240.      MT  (+/- 180 meters Scaled)
 SW0416
 SW0416                          SUPERSEDED SURVEY CONTROL
 SW0416
 SW0416  NGVD 29 (??/??/92)  712.749  (m)         2338.41   (f) ADJ UNCH    2 0
 SW0416
 SW0416.Superseded values are not recommended for survey control.
 SW0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0416.See file dsdata.txt to determine how the superseded data were derived.
 SW0416
 SW0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP515066(NAD 83)
 SW0416_MARKER: DB = BENCH MARK DISK
 SW0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0416_STAMPING: A 72 1935
 SW0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0416+STABILITY: SURFACE MOTION
 SW0416
 SW0416  HISTORY     - Date     Condition        Report By
 SW0416  HISTORY     - 1935     MONUMENTED       CGS
 SW0416  HISTORY     - 1966     GOOD             NGS
 SW0416
 SW0416                          STATION DESCRIPTION
 SW0416
 SW0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0416'0.6 MI SE FROM GRAND COULEE.
 SW0416'0.6 MILE SOUTHEAST ON STATE HIGHWAY 174 FROM GRAND COULEE, THEN 3.9
 SW0416'MILES SOUTHEAST ON THE BLACKTOP COUNTY ROAD TO ALMIRA, TO THE MARK
 SW0416'35.5 FEET EAST OF THE CENTER OF THE ROAD, 40 YARDS NORTHEAST OF A
 SW0416'6-FOOT HIGH JAGGED ROCK OUTCROP ON AN 8-FOOT HIGH MOUND, 75 FEET
 SW0416'EAST-NORTHEAST OF THE NORTH GATE POST OF A GATE ON THE WEST SIDE OF
 SW0416'THE ROAD, 1 FOOT WEST OF A FENCE AND ABOUT LEVEL WITH THE ROAD.  A
 SW0416'METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.  A STANDARD DISK
 SW0416'SET IN THE TOP OF A SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1138 ***********************************************************************
 RB1138  DESIGNATION -  A 75
 RB1138  PID         -  RB1138
 RB1138  STATE/COUNTY-  WA/KLICKITAT
 RB1138  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1138
 RB1138                         *CURRENT SURVEY CONTROL
 RB1138  ___________________________________________________________________
 RB1138* NAD 83(1986)-  45 49 58.     (N)    119 55 21.     (W)     SCALED    
 RB1138* NAVD 88     -        77.268  (meters)     253.50   (feet)  ADJUSTED  
 RB1138  ___________________________________________________________________
 RB1138  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 RB1138  DYNAMIC HT  -          77.268 (meters)     253.50  (feet)  COMP
 RB1138  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RB1138
 RB1138  VERT ORDER  -  SECOND    CLASS 0
 RB1138
 RB1138.The horizontal coordinates were scaled from a topographic map and have
 RB1138.an estimated accuracy of +/- 6 seconds.
 RB1138
 RB1138.The orthometric height was determined by differential leveling
 RB1138.and adjusted by the National Geodetic Survey in June 1991..
 RB1138
 RB1138.The geoid height was determined by GEOID03.
 RB1138
 RB1138.The dynamic height is computed by dividing the NAVD 88
 RB1138.geopotential number by the normal gravity value computed on the
 RB1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1138.degrees latitude (g = 980.6199 gals.).
 RB1138
 RB1138.The modeled gravity was interpolated from observed gravity values.
 RB1138
 RB1138;                    North         East    Units  Estimated Accuracy
 RB1138;SPC WA S     -    55,680.      544,870.      MT  (+/- 180 meters Scaled)
 RB1138
 RB1138                          SUPERSEDED SURVEY CONTROL
 RB1138
 RB1138  NGVD 29 (??/??/92)   76.261  (m)          250.20   (f) ADJ UNCH    2 0
 RB1138
 RB1138.Superseded values are not recommended for survey control.
 RB1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1138.See file dsdata.txt to determine how the superseded data were derived.
 RB1138
 RB1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL730796(NAD 83)
 RB1138_MARKER: DB = BENCH MARK DISK
 RB1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB1138_STAMPING: A 75 1934
 RB1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1138+STABILITY: SURFACE MOTION
 RB1138
 RB1138  HISTORY     - Date     Condition        Report By
 RB1138  HISTORY     - 1934     MONUMENTED       CGS
 RB1138  HISTORY     - 1961     MARK NOT FOUND   NGS
 RB1138  HISTORY     - 19850716 MARK NOT FOUND   NGS
 RB1138
 RB1138                          STATION DESCRIPTION
 RB1138
 RB1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RB1138'IN ALDERDALE.
 RB1138'LOCATED ALONG THE SPOKANE, PORTLAND, AND SEATTLE RAILWAY, AT MILE POST
 RB1138'162.30, AT ALDERDALE, 50 FEET WEST OF DEPOT, 43 FEET NORTH OF THE
 RB1138'TRACK.  A STANDARD BRONZE DISK SET IN AN 8 INCH SQUARE CONCRETE
 RB1138'MONUMENT, AND STAMPED A 75 1934.  NOTE-- THE RAILROAD STATION AT
 RB1138'ALDERDALE HAS BEEN TORN DOWN AND SOME EXCAVATION HAS BEEN DONE.
 RB1138
 RB1138                          STATION RECOVERY (1985)
 RB1138
 RB1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RB1138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0399 ***********************************************************************
 SA0399  DESIGNATION -  A 76
 SA0399  PID         -  SA0399
 SA0399  STATE/COUNTY-  WA/FRANKLIN
 SA0399  USGS QUAD   -  LEVEY (1991)
 SA0399
 SA0399                         *CURRENT SURVEY CONTROL
 SA0399  ___________________________________________________________________
 SA0399* NAD 83(1986)-  46 19 58.     (N)    118 45 44.     (W)     SCALED    
 SA0399* NAVD 88     -       122.135  (meters)     400.70   (feet)  ADJUSTED  
 SA0399  ___________________________________________________________________
 SA0399  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 SA0399  DYNAMIC HT  -         122.134 (meters)     400.70  (feet)  COMP
 SA0399  MODELED GRAV-     980,609.9   (mgal)                       NAVD 88
 SA0399
 SA0399  VERT ORDER  -  SECOND    CLASS 0
 SA0399
 SA0399.The horizontal coordinates were scaled from a topographic map and have
 SA0399.an estimated accuracy of +/- 6 seconds.
 SA0399
 SA0399.The orthometric height was determined by differential leveling
 SA0399.and adjusted by the National Geodetic Survey in June 1991..
 SA0399
 SA0399.The geoid height was determined by GEOID03.
 SA0399
 SA0399.The dynamic height is computed by dividing the NAVD 88
 SA0399.geopotential number by the normal gravity value computed on the
 SA0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0399.degrees latitude (g = 980.6199 gals.).
 SA0399
 SA0399.The modeled gravity was interpolated from observed gravity values.
 SA0399
 SA0399;                    North         East    Units  Estimated Accuracy
 SA0399;SPC WA S     -   112,560.      633,780.      MT  (+/- 180 meters Scaled)
 SA0399
 SA0399                          SUPERSEDED SURVEY CONTROL
 SA0399
 SA0399  NGVD 29 (??/??/92)  121.115  (m)          397.36   (f) ADJ UNCH    2 0
 SA0399
 SA0399.Superseded values are not recommended for survey control.
 SA0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0399.See file dsdata.txt to determine how the superseded data were derived.
 SA0399
 SA0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM643325(NAD 83)
 SA0399_MARKER: DB = BENCH MARK DISK
 SA0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0399_STAMPING: A 76 1934
 SA0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0399+STABILITY: SURFACE MOTION
 SA0399
 SA0399  HISTORY     - Date     Condition        Report By
 SA0399  HISTORY     - 1934     MONUMENTED       CGS
 SA0399  HISTORY     - 1961     GOOD             NGS
 SA0399  HISTORY     - 1962     MARK NOT FOUND   USGS
 SA0399
 SA0399                          STATION DESCRIPTION
 SA0399
 SA0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0399'6.4 MI SW FROM SNAKE RIVER.
 SA0399'6.4 MILES SOUTHWEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 SA0399'FROM THE STATION AT SNAKE RIVER, AT MILEPOST 250, AT THE ABANDONED
 SA0399'SITE OF PAGE, 300 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 264 FEET
 SA0399'SOUTHEAST OF THE CENTER LINE OF A ROAD ALONG TRACKS, 294 FEET
 SA0399'SOUTHEAST OF THE MILEPOST, 1.5 FEET WEST OF A WITNESS POST, ABOUT 60
 SA0399'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SA0399'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SA0399
 SA0399                          STATION RECOVERY (1962)
 SA0399
 SA0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 SA0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0268 ***********************************************************************
 TQ0268  DESIGNATION -  A 79
 TQ0268  PID         -  TQ0268
 TQ0268  STATE/COUNTY-  WA/SKAGIT
 TQ0268  USGS QUAD   -  ROCKPORT (1982)
 TQ0268
 TQ0268                         *CURRENT SURVEY CONTROL
 TQ0268  ___________________________________________________________________
 TQ0268* NAD 83(1986)-  48 23 48.     (N)    121 33 59.     (W)     SCALED    
 TQ0268* NAVD 88     -       194.022  (meters)     636.55   (feet)  POSTED    
 TQ0268  ___________________________________________________________________
 TQ0268  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 TQ0268  DYNAMIC HT  -         194.060 (meters)     636.68  (feet)  COMP
 TQ0268  MODELED GRAV-     980,778.1   (mgal)                       NAVD 88
 TQ0268
 TQ0268  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TQ0268
 TQ0268.The horizontal coordinates were scaled from a topographic map and have
 TQ0268.an estimated accuracy of +/- 6 seconds.
 TQ0268
 TQ0268.The orthometric height was determined by differential leveling
 TQ0268.and adjusted by the National Geodetic Survey in 1992..
 TQ0268.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TQ0268.rate of 0.0 thru 1.0 mm/km.
 TQ0268
 TQ0268.The geoid height was determined by GEOID03.
 TQ0268
 TQ0268.The dynamic height is computed by dividing the NAVD 88
 TQ0268.geopotential number by the normal gravity value computed on the
 TQ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0268.degrees latitude (g = 980.6199 gals.).
 TQ0268
 TQ0268.The modeled gravity was interpolated from observed gravity values.
 TQ0268
 TQ0268;                    North         East    Units  Estimated Accuracy
 TQ0268;SPC WA N     -   155,550.      445,720.      MT  (+/- 180 meters Scaled)
 TQ0268
 TQ0268                          SUPERSEDED SURVEY CONTROL
 TQ0268
 TQ0268  NGVD 29 (??/??/92)  192.870  (m)          632.77   (f) ADJ UNCH    2 0
 TQ0268
 TQ0268.Superseded values are not recommended for survey control.
 TQ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0268.See file dsdata.txt to determine how the superseded data were derived.
 TQ0268
 TQ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU061613(NAD 83)
 TQ0268_MARKER: DB = BENCH MARK DISK
 TQ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0268_STAMPING: A 79
 TQ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0268+STABILITY: SURFACE MOTION
 TQ0268
 TQ0268  HISTORY     - Date     Condition        Report By
 TQ0268  HISTORY     - UNK      MONUMENTED       DOD
 TQ0268  HISTORY     - 1934     GOOD             NGS
 TQ0268  HISTORY     - 1965     MARK NOT FOUND   USGS
 TQ0268  HISTORY     - 1984     MARK NOT FOUND   NGS
 TQ0268
 TQ0268                          STATION DESCRIPTION
 TQ0268
 TQ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TQ0268'11.7 MI N FROM DARRINGTON.
 TQ0268'IN SKAGIT COUNTY, 9.0 MILES SOUTH ALONG THE DARRINGTON-SAUK ROAD FROM
 TQ0268'THE GREAT NORTHERN RAILWAY STATION AT SAUK, SKAGIT COUNTY, 11.7 MILES
 TQ0268'NORTH OF DARRINGTON, SNOHOMISH COUNTY, AT THE CROSSING OF A ROW OF
 TQ0268'POWER POLES, 12 FEET NORTH OF A POLE, 21 FEET SOUTH OF THE ROAD, AND
 TQ0268'15 FEET EAST OF A PRIVATE ROAD.  A CORPS OF ENGINEERS, U.S. ARMY,
 TQ0268'STANDARD DISK, STAMPED A 79 AND SET IN THE TOP OF A CONCRETE POST.
 TQ0268'NOTE-- POWER HOLES AND ROAD CONSTR. IN AREA.
 TQ0268
 TQ0268                          STATION RECOVERY (1965)
 TQ0268
 TQ0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 TQ0268'MARK NOT FOUND.
 TQ0268
 TQ0268                          STATION RECOVERY (1984)
 TQ0268
 TQ0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TQ0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0644 ***********************************************************************
 RD0644  DESIGNATION -  A 8
 RD0644  PID         -  RD0644
 RD0644  STATE/COUNTY-  WA/CLARK
 RD0644  USGS QUAD   -  RIDGEFIELD (1990)
 RD0644
 RD0644                         *CURRENT SURVEY CONTROL
 RD0644  ___________________________________________________________________
 RD0644* NAD 83(1986)-  45 51 46.     (N)    122 45 01.     (W)     SCALED    
 RD0644* NAVD 88     -        11.570  (meters)      37.96   (feet)  POSTED    
 RD0644  ___________________________________________________________________
 RD0644  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 RD0644  DYNAMIC HT  -          11.570 (meters)      37.96  (feet)  COMP
 RD0644  MODELED GRAV-     980,649.5   (mgal)                       NAVD 88
 RD0644
 RD0644  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0644
 RD0644.The horizontal coordinates were scaled from a topographic map and have
 RD0644.an estimated accuracy of +/- 6 seconds.
 RD0644
 RD0644.The orthometric height was determined by differential leveling
 RD0644.and adjusted by the National Geodetic Survey in 1992..
 RD0644.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0644.rate of 1.1 thru 2.0 mm/km.
 RD0644
 RD0644.The geoid height was determined by GEOID03.
 RD0644
 RD0644.The dynamic height is computed by dividing the NAVD 88
 RD0644.geopotential number by the normal gravity value computed on the
 RD0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0644.degrees latitude (g = 980.6199 gals.).
 RD0644
 RD0644.The modeled gravity was interpolated from observed gravity values.
 RD0644
 RD0644;                    North         East    Units  Estimated Accuracy
 RD0644;SPC WA S     -    61,340.      325,280.      MT  (+/- 180 meters Scaled)
 RD0644
 RD0644                          SUPERSEDED SURVEY CONTROL
 RD0644
 RD0644  NGVD 29 (??/??/92)   10.627  (m)           34.87   (f) ADJ UNCH    1 2
 RD0644
 RD0644.Superseded values are not recommended for survey control.
 RD0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0644.See file dsdata.txt to determine how the superseded data were derived.
 RD0644
 RD0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER193788(NAD 83)
 RD0644_MARKER: DB = BENCH MARK DISK
 RD0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RD0644_SP_SET: ABUTMENT
 RD0644_STAMPING: ELEV 34.452 FT A 8 1920
 RD0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0644+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 RD0644
 RD0644  HISTORY     - Date     Condition        Report By
 RD0644  HISTORY     - 1920     MONUMENTED       CGS
 RD0644  HISTORY     - 1945     GOOD             NGS
 RD0644  HISTORY     - 20050508 GOOD             USPSQD
 RD0644  HISTORY     - 20060628 GOOD             USPSQD
 RD0644
 RD0644                          STATION DESCRIPTION
 RD0644
 RD0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 RD0644'2.5 MI S FROM WOODLAND.
 RD0644'IN CLARK COUNTY, 2 1/2 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY
 RD0644'FROM WOODLAND, COWLITZ COUNTY, AT THE STEEL DRAW-BRIDGE OVER LEWIS
 RD0644'RIVER, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT, 5
 RD0644'FEET EAST OF THE WEST SIDE WALL, AND 7 1/2 FEET WEST OF THE CENTER
 RD0644'LINE OF THE WEST DOUBLE TRACK.  A STANDARD DISK, STAMPED ELEV 34.452
 RD0644'FT A 8 1920.
 RD0644
 RD0644                          STATION RECOVERY (1945)
 RD0644
 RD0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 RD0644'RECOVERED IN GOOD CONDITION.
 RD0644
 RD0644                          STATION RECOVERY (2005)
 RD0644
 RD0644'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD0644'RECOVERED IN GOOD CONDITION.
 RD0644
 RD0644                          STATION RECOVERY (2006)
 RD0644
 RD0644'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3953 ***********************************************************************
 SY3953  DESIGNATION -  A 92 K CO 1937
 SY3953  PID         -  SY3953
 SY3953  STATE/COUNTY-  WA/KING
 SY3953  USGS QUAD   -  
 SY3953
 SY3953                         *CURRENT SURVEY CONTROL
 SY3953  ___________________________________________________________________
 SY3953* NAD 83(1991)-  47 43 52.42732(N)    122 16 55.24562(W)     ADJUSTED  
 SY3953* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY3953  ___________________________________________________________________
 SY3953  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 SY3953  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY3953
 SY3953  HORZ ORDER  -  THIRD
 SY3953
 SY3953.The horizontal coordinates were established by classical geodetic methods
 SY3953.and adjusted by the National Geodetic Survey in December 1991..
 SY3953
 SY3953.The orthometric height was scaled from a topographic map.
 SY3953
 SY3953.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3953
 SY3953.The geoid height was determined by GEOID03.
 SY3953
 SY3953;                    North         East     Units Scale Factor Converg.
 SY3953;SPC WA N     -    82,322.201   391,341.697   MT  0.99996490   -1 04 42.9
 SY3953;SPC WA N     -   270,085.42  1,283,926.88   sFT  0.99996490   -1 04 42.9
 SY3953;UTM  10      - 5,286,677.856   553,836.089   MT  0.99963561   +0 31 52.8
 SY3953
 SY3953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3953!SPC WA N     -   1.00000228  x   0.99996490  =   0.99996718
 SY3953!UTM  10      -   1.00000228  x   0.99963561  =   0.99963789
 SY3953
 SY3953:                Primary Azimuth Mark                     Grid Az
 SY3953:SPC WA N     -  SAINT EDWARDS SEMINARY TOWER             085 13 59.7
 SY3953:UTM  10      -  SAINT EDWARDS SEMINARY TOWER             083 37 24.0
 SY3953
 SY3953|---------------------------------------------------------------------|
 SY3953| PID    Reference Object                     Distance      Geod. Az  |
 SY3953|                                                           dddmmss.s |
 SY3953| SY3889 SAINT EDWARDS SEMINARY TOWER        APPROX. 1.9 KM 0840916.8 |
 SY3953| SY3840 SAINT EDWARDS SEMINARY TANK         APPROX. 2.3 KM 0974829.9 |
 SY3953| SY3822 CLEAR 2                             APPROX. 1.9 KM 3580445.7 |
 SY3953|---------------------------------------------------------------------|
 SY3953
 SY3953                          SUPERSEDED SURVEY CONTROL
 SY3953
 SY3953  NAD 83(1986)-  47 43 52.42038(N)    122 16 55.24971(W) AD(       ) 3
 SY3953  NAD 27      -  47 43 53.07100(N)    122 16 50.79300(W) AD(       ) 3
 SY3953
 SY3953.Superseded values are not recommended for survey control.
 SY3953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3953.See file dsdata.txt to determine how the superseded data were derived.
 SY3953
 SY3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5383686678(NAD 83)
 SY3953
 SY3953  HISTORY     - Date     Condition        Report By
 SY3953  HISTORY     - 1937     MONUMENTED       WA-033
 SY3953  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SY3953
 SY3953                          STATION DESCRIPTION
 SY3953
 SY3953'DESCRIBED BY KING COUNTY WASHINGTON 1937
 SY3953'THIS TRAVERSE STATION IS 3.75 MILES N OF SEATTLE, KING COUNTY LINE,
 SY3953'NEAR LAKE WASHINGTON SHORE LINE IN THE NW 1/4, SEC.22, T.26, R.4.  A
 SY3953'STANDARD KING COUNTY BRONZE TABLET SET IN PRECAST CONCRETE POST
 SY3953'APPROXIMATELY 3.75 MILES N OF THE SEATTLE KING COUNTY BOUNDARY, E
 SY3953'OF THE NORTHERN PACIFIC RAILWAY TRACKS AND A 12-FOOT BLACKTOP
 SY3953'ROAD.  TO THE N AND S ARE 2 HOUSES AND 110 FEET W OF THE LAKE
 SY3953'SHORE, A SANDY POINT.
 SY3953'
 SY3953'THE MONUMENT LIES 30.13 FEET E OF THE E RAIL OF THE RAILROAD
 SY3953'AND 3.92 FEET SW OF A FINISHING NAIL IN A POWER POLE.  THE
 SY3953'MONUMENT IS FLUSH WITH THE GROUND.
 SY3953
 SY3953                          STATION RECOVERY (1957)
 SY3953
 SY3953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 SY3953'EXTENSIVE SEARCH MADE IN VICINITY OF THIS STATION WITH NO
 SY3953'RESULTS.  THE DESCRIPTION IS EXTREMELY INADEQUATE FOR LOCATION AT
 SY3953'THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4419 ***********************************************************************
 SY4419  DESIGNATION -  A BOEING
 SY4419  PID         -  SY4419
 SY4419  STATE/COUNTY-  WA/KING
 SY4419  USGS QUAD   -  POVERTY BAY (1994)
 SY4419
 SY4419                         *CURRENT SURVEY CONTROL
 SY4419  ___________________________________________________________________
 SY4419* NAD 83(1991)-  47 32 24.97722(N)    122 18 43.41657(W)     ADJUSTED  
 SY4419* NAVD 88     -         4.56   (+/-2cm)      15.0    (feet)  VERTCON   
 SY4419  ___________________________________________________________________
 SY4419  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 SY4419  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SY4419
 SY4419  HORZ ORDER  -  FIRST
 SY4419  VERT ORDER  -  THIRD ? (See Below)
 SY4419
 SY4419.This mark is at Boeing Fld/king Co Intl Airport (BFI)
 SY4419
 SY4419.The horizontal coordinates were established by classical geodetic methods
 SY4419.and adjusted by the National Geodetic Survey in December 1991..
 SY4419
 SY4419.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4419.The vertical order pertains to the NGVD 29 superseded value.
 SY4419
 SY4419.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4419
 SY4419.The geoid height was determined by GEOID03.
 SY4419
 SY4419;                    North         East     Units Scale Factor Converg.
 SY4419;SPC WA N     -    61,138.087   388,680.330   MT  0.99999273   -1 06 03.4
 SY4419;SPC WA N     -   200,583.87  1,275,195.38   sFT  0.99999273   -1 06 03.4
 SY4419;UTM  10      - 5,265,434.663   551,771.368   MT  0.99963294   +0 30 27.1
 SY4419
 SY4419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4419!SPC WA N     -   1.00000295  x   0.99999273  =   0.99999568
 SY4419!UTM  10      -   1.00000295  x   0.99963294  =   0.99963589
 SY4419
 SY4419:                Primary Azimuth Mark                     Grid Az
 SY4419:SPC WA N     -  KING COUNTY AIRPORT BEACON               123 50 21.8
 SY4419:UTM  10      -  KING COUNTY AIRPORT BEACON               122 13 51.3
 SY4419
 SY4419|---------------------------------------------------------------------|
 SY4419| PID    Reference Object                     Distance      Geod. Az  |
 SY4419|                                                           dddmmss.s |
 SY4419| SY4555 KING COUNTY AIRPORT BEACON          APPROX. 0.7 KM 1224418.4 |
 SY4419| SY4448 SEATTLE S BEACON HILL WATER TANK    APPROX. 5.3 KM 1420704.7 |
 SY4419| SY4319 SEATTLE RADIO STATION KOL TOWER     APPROX. 5.8 KM 3302114.0 |
 SY4419|---------------------------------------------------------------------|
 SY4419
 SY4419                          SUPERSEDED SURVEY CONTROL
 SY4419
 SY4419  NAD 83(1986)-  47 32 24.97118(N)    122 18 43.42381(W) AD(       ) 1
 SY4419  NAD 27      -  47 32 25.61610(N)    122 18 38.97518(W) AD(       ) 1
 SY4419  NGVD 29 (07/19/86)    3.47   (m)           11.4    (f) LEVELING    3  
 SY4419
 SY4419.Superseded values are not recommended for survey control.
 SY4419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4419.See file dsdata.txt to determine how the superseded data were derived.
 SY4419
 SY4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5177165435(NAD 83)
 SY4419_MARKER: B = BOLT
 SY4419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4419_SP_SET: ASPHALT PAVING
 SY4419_MARK LOGO: CGS   
 SY4419_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY4419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4419
 SY4419  HISTORY     - Date     Condition        Report By
 SY4419  HISTORY     - 1953     MONUMENTED       CGS
 SY4419  HISTORY     - 1956     GOOD             CGS
 SY4419  HISTORY     - 1960     GOOD             HDA
 SY4419  HISTORY     - 1963     GOOD             CGS
 SY4419  HISTORY     - 1973     GOOD             NGS
 SY4419  HISTORY     - 1979     GOOD             NGS
 SY4419  HISTORY     - 1983     GOOD             NGS
 SY4419  HISTORY     - 19860615 GOOD             NGS
 SY4419
 SY4419                          STATION DESCRIPTION
 SY4419
 SY4419'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4419'STATION IS IN SEATTLE AT THE NW END OF BOEING FIELD (KING COUNTY
 SY4419'AIRPORT).  IT IS THE NORTHWESTERN MOST OF SIX MONUMENTS ON LINE,
 SY4419'WHICH MARK A MEASURED BASE LINE RUNNING PARALLEL TO THE MAIN
 SY4419'RUNWAY, EXACTLY 200 FEET SOUTHWEST OF THE CENTERLINE.  THE MARK IS
 SY4419'A 3/8 INCH COPPER PLUG IN THE TOP OF A 4 IN X 4 IN X 6 IN
 SY4419'CONCRETE MONUMENT CEMENTED FLUSH IN THE ASPHALT PAVING OF
 SY4419'THE TAXI-STRIP AT THE NW END OF THE RUNWAY.  THE MARK IS ON
 SY4419'LINE WITH THE CONCRETE PAVING AT THE END OF THE LANDING STRIP AND
 SY4419'200 FEET FROM THE CENTER.
 SY4419
 SY4419                          STATION RECOVERY (1956)
 SY4419
 SY4419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 SY4419'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 SY4419'EXCELLENT CONDITION.
 SY4419
 SY4419                          STATION RECOVERY (1960)
 SY4419
 SY4419'RECOVERY NOTE BY HORTON DENNIS ASSOCIATES 1960
 SY4419'RECOVERED AS DESCRIBED BUT SUGGESTED POSSIBILITY OF MOVEMENT DUE
 SY4419'TO HEAVY AIRCRAFT TAXIING TO AND FROM RUNWAY.
 SY4419
 SY4419                          STATION RECOVERY (1963)
 SY4419
 SY4419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4419'THE STATION WAS RECOVERED AS DESCRIBED.  IT IS AT THE NORTH END
 SY4419'OF THE HOLD LINE ON TAXIWAY B-1.  THE HOLD LINE IS MARKED WITH
 SY4419'TWO DASHED YELLOW LINES AND ONE SOLID YELLOW LINE.
 SY4419
 SY4419                          STATION RECOVERY (1973)
 SY4419
 SY4419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BRL)
 SY4419'THE STATION MARK WAS RECOVERED AS DESCRIBED IN 1953.  THERE WERE
 SY4419'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  BEFORE VISITING
 SY4419'THIS STATION AIRPORT SECURITY SHOULD BE CALLED FOR PERMISSION.  DUE
 SY4419'TO CHANGES IN THE TO REACH A NEW DESCRIPTION FOLLOWS.
 SY4419'
 SY4419'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF SEATTLE, 7 MILES
 SY4419'NORTHWEST OF RENTON, AT THE NORTHWEST END OF THE MAIN RUNWAY OF
 SY4419'BOEING FIELD (KING COUNTY AIRPORT) AND AT THE NORTH EDGE OF A
 SY4419'EAST-WEST TAXI-STRIP.
 SY4419'
 SY4419'TO REACH THE STATION FROM THE SWIFT STREET-ALBRO PLACE EXIT ON
 SY4419'INTERSTATE 5, GO NORTH AND WEST ON THE EXIT FOR 0.25 MILE TO A
 SY4419'STOP SIGN.  TURN LEFT AND GO NORTH ON SWIFT STREET S FOR 0.3 MILE
 SY4419'TO A STOP LIGHT AT S ALBRO PL.  TURN LEFT AND GO WEST ACROSS
 SY4419'BRIDGE OVER INTERSTATE 5 FOR 0.2 MILE TO STANLEY AVENUE S ON THE
 SY4419'RIGHT, TURN RIGHT AND GO NORTH AND EAST FOR 0.15 MILE TO A STOP
 SY4419'SIGN AT AIRPORT WAY S.  TURN RIGHT AND GO SOUTH FOR 0.45 MILE
 SY4419'TO A RAILROAD CROSSING AND GATE ON THE RIGHT.  ENTER GATE AND
 SY4419'GO WESTERLY ON A PAVED ROAD FOR 0.25 MILE TO WHERE THE ROAD
 SY4419'DIVIDES, TAKE THE LEFT PAVED ROAD SOUTH FOR 0.15 MILE TO A STOP
 SY4419'SIGN.  THE STATION IS LOCATED APPROXIMATELY 0.05 MILE TO THE
 SY4419'LEFT AT NORTH EDGE OF TAXI-STRIP.
 SY4419'
 SY4419'STATION MARK IS A 3-INCH SQUARE CONCRETE MONUMENT WITH A 3/8 INCH
 SY4419'BRASS PLUG WITH A PUNCH-HOLE IN THE CENTER.  THE MARK HAS NO
 SY4419'STAMPING AND IS FLUSH WITH THE ASPHALT SURFACE.  IT IS 90.5 FEET
 SY4419'WEST OF THE WEST ONE OF FOUR RUNWAY LIGHTS AND 106.0 FEET NORTH
 SY4419'OF THE CENTERLINE OF TAXI-STRIP AT THE NORTH END OF FOUR YELLOW
 SY4419'PAINTED LINES.
 SY4419'
 SY4419'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 FEET.
 SY4419'
 SY4419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4419'4 MILES SOUTH OF SEATTLE.
 SY4419
 SY4419                          STATION RECOVERY (1979)
 SY4419
 SY4419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 SY4419'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY4419'
 SY4419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOEING FIELD,
 SY4419'SEATTLE.
 SY4419
 SY4419                          STATION RECOVERY (1983)
 SY4419
 SY4419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DMM)
 SY4419'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SY4419'
 SY4419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOEING
 SY4419'FIELD/KING COUNTY INTERNATIONAL AIRPORT.
 SY4419
 SY4419                          STATION RECOVERY (1986)
 SY4419
 SY4419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 SY4419'THE STATION IS LOCATED IN THE NW SECTION OF THE AIRPORT.  IT IS IN
 SY4419'LINE WITH AND 200.06 FT (60.98 M) SW OF THE CENTERLINE END OF RUNWAY
 SY4419'13R AND 100.12 FT (30.52 M) SW OF THE NW EDGE OF RUNWAY 13R.  IT IS AT
 SY4419'THE CENTER OF THE N END OF THE HOLD BAR.  THE STATION IS A 3/8 INCH
 SY4419'COPPER BOLT IN THE TOP OF A 4 INCH X 4 INCH X 6 INCH CONCRETE MONUMENT
 SY4419'CEMENTED FLUSH IN THE ASPHALT PAVING OF THE TAXIWAY AT THE NW END OF
 SY4419'RUNWAY 13R.  NOTE, QUAD 4712212 STA 3005
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0558 ***********************************************************************
 SD0558  DESIGNATION -  A PACIFIC CO 1977
 SD0558  PID         -  SD0558
 SD0558  STATE/COUNTY-  WA/PACIFIC
 SD0558  USGS QUAD   -  OCEAN PARK (1984)
 SD0558
 SD0558                         *CURRENT SURVEY CONTROL
 SD0558  ___________________________________________________________________
 SD0558* NAD 83(1991)-  46 29 29.06674(N)    124 03 12.26030(W)     ADJUSTED  
 SD0558* NAVD 88     -         9.7    (meters)      32.     (feet)  VERTCON   
 SD0558  ___________________________________________________________________
 SD0558  LAPLACE CORR-          16.22  (seconds)                    DEFLEC99
 SD0558  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SD0558
 SD0558  HORZ ORDER  -  SECOND
 SD0558
 SD0558.The horizontal coordinates were established by classical geodetic methods
 SD0558.and adjusted by the National Geodetic Survey in December 1991..
 SD0558
 SD0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0558
 SD0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0558
 SD0558.The geoid height was determined by GEOID03.
 SD0558
 SD0558;                    North         East     Units Scale Factor Converg.
 SD0558;SPC WA S     -   134,862.985   227,303.599   MT  0.99991593   -2 34 52.2
 SD0558;SPC WA S     -   442,462.98    745,745.22   sFT  0.99991593   -2 34 52.2
 SD0558;UTM  10      - 5,149,187.606   419,157.694   MT  0.99968033   -0 45 50.6
 SD0558
 SD0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0558!SPC WA S     -   1.00000228  x   0.99991593  =   0.99991821
 SD0558!UTM  10      -   1.00000228  x   0.99968033  =   0.99968261
 SD0558
 SD0558:                Primary Azimuth Mark                     Grid Az
 SD0558:SPC WA S     -  030                                      214 11 23.7
 SD0558:UTM  10      -  030                                      212 22 22.1
 SD0558
 SD0558|---------------------------------------------------------------------|
 SD0558| PID    Reference Object                     Distance      Geod. Az  |
 SD0558|                                                           dddmmss.s |
 SD0558| SD0562 030                                 475.464 METERS 2113631.5 |
 SD0558| SD0561 031                                 341.737 METERS 31518     |
 SD0558|---------------------------------------------------------------------|
 SD0558
 SD0558                          SUPERSEDED SURVEY CONTROL
 SD0558
 SD0558  NAD 83(1991)-  46 29 29.06600(N)    124 03 12.25983(W) AD(       ) 2
 SD0558  NAD 83(1986)-  46 29 29.06644(N)    124 03 12.24011(W) AD(       ) 2
 SD0558  NAD 27      -  46 29 29.71388(N)    124 03 07.65265(W) AD(       ) 2
 SD0558  NGVD 29 (07/19/86)    8.7    (m)           29.     (f) VERT ANG       
 SD0558
 SD0558.Superseded values are not recommended for survey control.
 SD0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0558.See file dsdata.txt to determine how the superseded data were derived.
 SD0558
 SD0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1915849188(NAD 83)
 SD0558_MARKER: DD = SURVEY DISK
 SD0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0558+STABILITY: SURFACE MOTION
 SD0558
 SD0558  HISTORY     - Date     Condition        Report By
 SD0558  HISTORY     - 1977     MONUMENTED       WA-049
 SD0558  HISTORY     - 19971012 GOOD             USPSQD
 SD0558
 SD0558                          STATION DESCRIPTION
 SD0558
 SD0558'DESCRIBED BY PACIFIC COUNTY WASHINGTON 1977 (CLN)
 SD0558'STATION IS A TRAVERSE STATION LOCATED 700 FEET WEST OF THE U.S.
 SD0558'POST OFFICE AT OCEAN PARK.  TO REACH THE STATION FROM THE POST
 SD0558'OFFICE IN OCEAN PARK GO WEST ALONG BAY AVENUE .13 MILE TO THE
 SD0558'FIRST SAND RIDGE BEFORE THE OCEAN BEACH, AND STATION ON THE LEFT.
 SD0558'
 SD0558'THE STATION MARK IS A PACIFIC COUNTY BRASS DISK STAMPED STA A SET IN
 SD0558'8-INCH DIAMETER CONCRETE CYLINDER FLUSH TO THE SURFACE.  IT IS 31
 SD0558'FEET FROM THE SOUTH EDGE OF BAY AVENUE, 1.67 FEET N. OF A 14 INCH
 SD0558'CREOSOTE GATE POST, 1 FOOT N. OF A WITNESS POST ON THE EAST SIDE
 SD0558'OF A PRIVATE DRIVEWAY.
 SD0558'
 SD0558'THERE WERE NO REFERENCE MARKS OR SUBSURFACE FOR THIS STATION.
 SD0558'
 SD0558'STATIONS 030 AND 031 ARE PACIFIC COUNTY GRASS LINE MONUMENTS LOCATED
 SD0558'ON THE MOST WESTERLY SAND DUNE.
 SD0558'
 SD0558'THE CASED MONUMENT IS LOCATED AT THE INTERSECTION OF BAY AVENUE
 SD0558'AND PARK AVENUE.
 SD0558'
 SD0558'NEAREST TOWN--OCEAN PARK.
 SD0558
 SD0558                          STATION RECOVERY (1997)
 SD0558
 SD0558'RECOVERY NOTE BY US POWER SQUADRON 1997
 SD0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0688 ***********************************************************************
 SV0688  DESIGNATION -  A USE
 SV0688  PID         -  SV0688
 SV0688  STATE/COUNTY-  WA/SPOKANE
 SV0688  USGS QUAD   -  SPOKANE NW (1986)
 SV0688
 SV0688                         *CURRENT SURVEY CONTROL
 SV0688  ___________________________________________________________________
 SV0688* NAD 83(1986)-  47 39 44.     (N)    117 24 40.     (W)     SCALED    
 SV0688* NAVD 88     -       579.726  (meters)    1901.98   (feet)  ADJUSTED  
 SV0688  ___________________________________________________________________
 SV0688  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SV0688  DYNAMIC HT  -         579.762 (meters)    1902.10  (feet)  COMP
 SV0688  MODELED GRAV-     980,657.0   (mgal)                       NAVD 88
 SV0688
 SV0688  VERT ORDER  -  FIRST     CLASS II
 SV0688
 SV0688.The horizontal coordinates were scaled from a topographic map and have
 SV0688.an estimated accuracy of +/- 6 seconds.
 SV0688
 SV0688.The orthometric height was determined by differential leveling
 SV0688.and adjusted by the National Geodetic Survey in June 1991..
 SV0688
 SV0688.The geoid height was determined by GEOID03.
 SV0688
 SV0688.The dynamic height is computed by dividing the NAVD 88
 SV0688.geopotential number by the normal gravity value computed on the
 SV0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0688.degrees latitude (g = 980.6199 gals.).
 SV0688
 SV0688.The modeled gravity was interpolated from observed gravity values.
 SV0688
 SV0688;                    North         East    Units  Estimated Accuracy
 SV0688;SPC WA N     -    79,340.      756,960.      MT  (+/- 180 meters Scaled)
 SV0688
 SV0688                          SUPERSEDED SURVEY CONTROL
 SV0688
 SV0688  NGVD 29 (??/??/92)  578.571  (m)         1898.19   (f) ADJ UNCH    1 2
 SV0688
 SV0688.Superseded values are not recommended for survey control.
 SV0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0688.See file dsdata.txt to determine how the superseded data were derived.
 SV0688
 SV0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN691788(NAD 83)
 SV0688_MARKER: DD = SURVEY DISK
 SV0688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0688_SP_SET: SIDEWALK
 SV0688_STAMPING: A
 SV0688_MARK LOGO: USE   
 SV0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0688
 SV0688  HISTORY     - Date     Condition        Report By
 SV0688  HISTORY     - UNK      MONUMENTED       DOD
 SV0688  HISTORY     - 1965     GOOD             NGS
 SV0688  HISTORY     - 1980     GOOD             NGS
 SV0688  HISTORY     - 20040321 MARK NOT FOUND   USPSQD
 SV0688
 SV0688                          STATION DESCRIPTION
 SV0688
 SV0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0688'IN SPOKANE.
 SV0688'AT SPOKANE, SPOKANE COUNTY, ABOUT 0.35 MILE NORTH ALONG DIVISION
 SV0688'STREET FROM THE NORTHERN PACIFIC RAILWAY OVERPASS, AT THE BRIDGE OVER
 SV0688'SPOKANE RIVER, 57 FEET NORTH OF THE SOUTH END, IN THE WEST SIDEWALK,
 SV0688'AND 1 FOOT EAST OF THE CONCRETE RAILING.  A CORPS OF ENGINEERS, U.S.
 SV0688'ARMY, STANDARD DISK, STAMPED A.
 SV0688
 SV0688                          STATION RECOVERY (1980)
 SV0688
 SV0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0688'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
 SV0688
 SV0688                          STATION RECOVERY (2004)
 SV0688
 SV0688'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEL)
 SV0688'BRIDGE REBUILT IN 1992.  MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0110 ***********************************************************************
 TQ0110  DESIGNATION -  AA
 TQ0110  PID         -  TQ0110
 TQ0110  STATE/COUNTY-  WA/WHATCOM
 TQ0110  USGS QUAD   -  AZURITE PEAK (1963)
 TQ0110
 TQ0110                         *CURRENT SURVEY CONTROL
 TQ0110  ___________________________________________________________________
 TQ0110* NAD 83(1986)-  48 43 12.     (N)    120 51 28.     (W)     SCALED    
 TQ0110* NAVD 88     -       818.634  (meters)    2685.80   (feet)  ADJUSTED  
 TQ0110  ___________________________________________________________________
 TQ0110  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TQ0110  DYNAMIC HT  -         818.675 (meters)    2685.94  (feet)  COMP
 TQ0110  MODELED GRAV-     980,634.9   (mgal)                       NAVD 88
 TQ0110
 TQ0110  VERT ORDER  -  FIRST     CLASS II
 TQ0110
 TQ0110.The horizontal coordinates were scaled from a topographic map and have
 TQ0110.an estimated accuracy of +/- 6 seconds.
 TQ0110
 TQ0110.The orthometric height was determined by differential leveling
 TQ0110.and adjusted by the National Geodetic Survey in June 1991..
 TQ0110
 TQ0110.The geoid height was determined by GEOID03.
 TQ0110
 TQ0110.The dynamic height is computed by dividing the NAVD 88
 TQ0110.geopotential number by the normal gravity value computed on the
 TQ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0110.degrees latitude (g = 980.6199 gals.).
 TQ0110
 TQ0110.The modeled gravity was interpolated from observed gravity values.
 TQ0110
 TQ0110;                    North         East    Units  Estimated Accuracy
 TQ0110;SPC WA N     -   191,240.      498,200.      MT  (+/- 180 meters Scaled)
 TQ0110
 TQ0110                          SUPERSEDED SURVEY CONTROL
 TQ0110
 TQ0110  NGVD 29 (??/??/92)  817.363  (m)         2681.63   (f) ADJ UNCH    1 2
 TQ0110
 TQ0110.Superseded values are not recommended for survey control.
 TQ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0110.See file dsdata.txt to determine how the superseded data were derived.
 TQ0110
 TQ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU575985(NAD 83)
 TQ0110_MARKER: N = NAIL
 TQ0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0110_SP_SET: SPRUCE TREE
 TQ0110_STAMPING: AA
 TQ0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0110
 TQ0110  HISTORY     - Date     Condition        Report By
 TQ0110  HISTORY     - UNK      MONUMENTED       CGS
 TQ0110  HISTORY     - 1958     GOOD             NGS
 TQ0110
 TQ0110                          STATION DESCRIPTION
 TQ0110
 TQ0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0110'5.05 MI SW FROM CHANCELLOR.
 TQ0110'5.05 MILES SOUTHWEST ALONG RUBY CREEK TRAIL FROM THE CONFLUENCE OF
 TQ0110'SLATE AND CANYON CREEKS AT CHANCELLOR, IN THE TOP OF A ROOT ON THE
 TQ0110'WEST SIDE OF A 30-INCH SPRUCE TREE, 2 1/2 FEET NORTH OF THE CENTER OF
 TQ0110'THE TRAIL, 0.1 FOOT WEST OF THE TRUNK OF THE TREE, AND ABOUT 1/2 FOOT
 TQ0110'LOWER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0567 ***********************************************************************
 SA0567  DESIGNATION -  AA 253
 SA0567  PID         -  SA0567
 SA0567  STATE/COUNTY-  WA/ADAMS
 SA0567  USGS QUAD   -  CONNELL (1970)
 SA0567
 SA0567                         *CURRENT SURVEY CONTROL
 SA0567  ___________________________________________________________________
 SA0567* NAD 83(1986)-  46 44 19.     (N)    118 51 19.     (W)     SCALED    
 SA0567* NAVD 88     -       295.127  (meters)     968.26   (feet)  ADJUSTED  
 SA0567  ___________________________________________________________________
 SA0567  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 SA0567  DYNAMIC HT  -         295.135 (meters)     968.29  (feet)  COMP
 SA0567  MODELED GRAV-     980,633.6   (mgal)                       NAVD 88
 SA0567
 SA0567  VERT ORDER  -  FIRST     CLASS II
 SA0567
 SA0567.The horizontal coordinates were scaled from a topographic map and have
 SA0567.an estimated accuracy of +/- 6 seconds.
 SA0567
 SA0567.The orthometric height was determined by differential leveling
 SA0567.and adjusted by the National Geodetic Survey in June 1991..
 SA0567
 SA0567.The geoid height was determined by GEOID03.
 SA0567
 SA0567.The dynamic height is computed by dividing the NAVD 88
 SA0567.geopotential number by the normal gravity value computed on the
 SA0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0567.degrees latitude (g = 980.6199 gals.).
 SA0567
 SA0567.The modeled gravity was interpolated from observed gravity values.
 SA0567
 SA0567;                    North         East    Units  Estimated Accuracy
 SA0567;SPC WA S     -   157,510.      625,680.      MT  (+/- 180 meters Scaled)
 SA0567
 SA0567                          SUPERSEDED SURVEY CONTROL
 SA0567
 SA0567  NGVD 29 (??/??/92)  294.037  (m)          964.69   (f) ADJ UNCH    1 2
 SA0567
 SA0567.Superseded values are not recommended for survey control.
 SA0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0567.See file dsdata.txt to determine how the superseded data were derived.
 SA0567
 SA0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM582777(NAD 83)
 SA0567_MARKER: DB = BENCH MARK DISK
 SA0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0567_SP_SET: ABUTMENT
 SA0567_STAMPING: AA 253 1944
 SA0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0567
 SA0567  HISTORY     - Date     Condition        Report By
 SA0567  HISTORY     - 1944     MONUMENTED       CGS
 SA0567
 SA0567                          STATION DESCRIPTION
 SA0567
 SA0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0567'1.6 MI N FROM EMERY.
 SA0567'IN ADAMS COUNTY, ABOUT 1.6 MILES NORTH ALONG THE NORTHERN PACIFIC
 SA0567'RAILWAY FROM THE STATION AT EMERY, FRANKLIN COUNTY, ABOUT 14 RAILS
 SA0567'NORTH OF MILEPOST 104, ABOUT 12-1/2 RAILS NORTH OF A DOUBLE SIGNAL, AT
 SA0567'BRIDGE 104, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT, 5.7 FEET
 SA0567'EAST OF THE EAST RAIL, AND ABOUT 6 INCHES LOWER THAN THE RAIL. A
 SA0567'STANDARD DISK, STAMPED AA 253 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0115 ***********************************************************************
 TQ0115  DESIGNATION -  AB
 TQ0115  PID         -  TQ0115
 TQ0115  STATE/COUNTY-  WA/WHATCOM
 TQ0115  USGS QUAD   -  AZURITE PEAK (1963)
 TQ0115
 TQ0115                         *CURRENT SURVEY CONTROL
 TQ0115  ___________________________________________________________________
 TQ0115* NAD 83(1986)-  48 43 33.     (N)    120 49 50.     (W)     SCALED    
 TQ0115* NAVD 88     -       797.677  (meters)    2617.05   (feet)  ADJUSTED  
 TQ0115  ___________________________________________________________________
 TQ0115  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 TQ0115  DYNAMIC HT  -         797.707 (meters)    2617.14  (feet)  COMP
 TQ0115  MODELED GRAV-     980,623.3   (mgal)                       NAVD 88
 TQ0115
 TQ0115  VERT ORDER  -  FIRST     CLASS II
 TQ0115
 TQ0115.The horizontal coordinates were scaled from a topographic map and have
 TQ0115.an estimated accuracy of +/- 6 seconds.
 TQ0115
 TQ0115.The orthometric height was determined by differential leveling
 TQ0115.and adjusted by the National Geodetic Survey in June 1991..
 TQ0115
 TQ0115.The geoid height was determined by GEOID03.
 TQ0115
 TQ0115.The dynamic height is computed by dividing the NAVD 88
 TQ0115.geopotential number by the normal gravity value computed on the
 TQ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0115.degrees latitude (g = 980.6199 gals.).
 TQ0115
 TQ0115.The modeled gravity was interpolated from observed gravity values.
 TQ0115
 TQ0115;                    North         East    Units  Estimated Accuracy
 TQ0115;SPC WA N     -   191,890.      500,200.      MT  (+/- 180 meters Scaled)
 TQ0115
 TQ0115                          SUPERSEDED SURVEY CONTROL
 TQ0115
 TQ0115  NGVD 29 (??/??/92)  796.394  (m)         2612.84   (f) ADJ UNCH    1 2
 TQ0115
 TQ0115.Superseded values are not recommended for survey control.
 TQ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0115.See file dsdata.txt to determine how the superseded data were derived.
 TQ0115
 TQ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU595992(NAD 83)
 TQ0115_MARKER: N = NAIL
 TQ0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0115_SP_SET: CEDAR TREE
 TQ0115_STAMPING: AB
 TQ0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0115
 TQ0115  HISTORY     - Date     Condition        Report By
 TQ0115  HISTORY     - UNK      MONUMENTED       CGS
 TQ0115  HISTORY     - 1958     GOOD             NGS
 TQ0115
 TQ0115                          STATION DESCRIPTION
 TQ0115
 TQ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0115'3.25 MI SW FROM CHANCELLOR.
 TQ0115'3.25 MILES SOUTHWEST ALONG RUBY CREEK TRAIL FROM THE CONFLUENCE OF
 TQ0115'SLATE AND CANYON CREEKS AT CHANCELLOR, IN THE TOP OF A ROOT ON THE
 TQ0115'SOUTHWEST SIDE OF A 36-INCH CEDAR TREE, 8 FEET NORTHEAST OF THE CENTER
 TQ0115'OF THE TRAIL, ABOUT 2 FEET LOWER THAN THE TRAIL, AND ABOUT LEVEL WITH
 TQ0115'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2236 ***********************************************************************
 SA2236  DESIGNATION -  ABAN RESET
 SA2236  PID         -  SA2236
 SA2236  STATE/COUNTY-  WA/WALLA WALLA
 SA2236  USGS QUAD   -  PASCO (1992)
 SA2236
 SA2236                         *CURRENT SURVEY CONTROL
 SA2236  ___________________________________________________________________
 SA2236* NAD 83(1991)-  46 12 42.42802(N)    119 00 20.83777(W)     ADJUSTED  
 SA2236* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 SA2236  ___________________________________________________________________
 SA2236  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 SA2236  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA2236
 SA2236  HORZ ORDER  -  THIRD
 SA2236
 SA2236.The horizontal coordinates were established by classical geodetic methods
 SA2236.and adjusted by the National Geodetic Survey in December 1991..
 SA2236.No horizontal observational check was made to the station.
 SA2236
 SA2236.The orthometric height was scaled from a topographic map.
 SA2236
 SA2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2236
 SA2236.The geoid height was determined by GEOID03.
 SA2236
 SA2236;                    North         East     Units Scale Factor Converg.
 SA2236;SPC WA S     -    98,731.594   615,289.860   MT  0.99993570   +1 05 07.4
 SA2236;SPC WA S     -   323,921.90  2,018,663.48   sFT  0.99993570   +1 05 07.4
 SA2236;UTM  11      - 5,119,534.173   345,282.096   MT  0.99989426   -1 26 53.8
 SA2236
 SA2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2236!SPC WA S     -   0.99998491  x   0.99993570  =   0.99992061
 SA2236!UTM  11      -   0.99998491  x   0.99989426  =   0.99987917
 SA2236
 SA2236                          SUPERSEDED SURVEY CONTROL
 SA2236
 SA2236  NAD 83(1991)-  46 12 42.42846(N)    119 00 20.83720(W) AD(       ) 3
 SA2236  NAD 83(1986)-  46 12 42.43561(N)    119 00 20.82985(W) AD(       ) 3
 SA2236  NAD 27      -  46 12 42.95400(N)    119 00 16.80100(W) AD(       ) 3
 SA2236
 SA2236.Superseded values are not recommended for survey control.
 SA2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2236.See file dsdata.txt to determine how the superseded data were derived.
 SA2236
 SA2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4528219534(NAD 83)
 SA2236_MARKER: Z = SEE DESCRIPTION
 SA2236_SETTING: 0 = UNSPECIFIED SETTING
 SA2236_STAMPING: ABAN RESET 1952
 SA2236_MARK LOGO: USE   
 SA2236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2236+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2006
 SA2236
 SA2236  HISTORY     - Date     Condition        Report By
 SA2236  HISTORY     - 1952     MONUMENTED       USE
 SA2236  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SA2236  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SA2236  HISTORY     - 20040321 GOOD             GEOCAC
 SA2236  HISTORY     - 20060731 GOOD             GEOCAC
 SA2236
 SA2236                          STATION DESCRIPTION
 SA2236
 SA2236'DESCRIBED BY US ENGINEERS 1952
 SA2236'THE STATION IS LOCATED ABOUT 4 MILES EAST OF PASCO, 22 FEET WEST
 SA2236'FROM THE CENTERLINE OF A ROAD, 5 FEET EAST OF A POWER POLE AND 2
 SA2236'FEET NORTHEAST OF A 4 X 4 INCH WHITE USBM POST.  THE MARK IS A
 SA2236'STANDARD U.S. CORPS OF ENGINEERS BRONZE DISK SET IN TOP OF A
 SA2236'CONCRETE MONUMENT ABOUT 7 INCHES ABOVE GROUND.
 SA2236'
 SA2236'TO REACH THE STATION FROM 4TH AND LEWIS STREETS IN PASCO.  GO
 SA2236'EASTERLY ALONG HIGHWAY 410 FOR 4.5 MILES TO INTERSECTION OF HIGHWAY
 SA2236'410 AND HIGHWAY 3 D.  GO NORTHERLY ALONG HIGHWAY 3 D FOR 0.4 MILE
 SA2236'TO THE STATION.
 SA2236
 SA2236                          STATION RECOVERY (1957)
 SA2236
 SA2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA2236'RECOVERED IN GOOD CONDITION, ABOUT 4 MILES EAST OF PASCO, IN THE
 SA2236'COMMUNITY KNOWN AS BURBANK HEIGHTS, 22.3 FEET NORTH OF THE
 SA2236'CENTERLINE OF STATE HIGHWAY 3D, 4.5 FEET SOUTH OF POWER POLE NO. 9,
 SA2236'2 FEET SOUTHEAST OF A WITNESS POST.
 SA2236'
 SA2236'THE STATION IS A CORPS OF ENGINEERS DISK
 SA2236'STAMPED---ABAN RESET 1952---,
 SA2236'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT, PROJECTING 5
 SA2236'INCHES ABOVE THE GROUND.
 SA2236'
 SA2236'TO REACH FROM THE POST OFFICE IN PASCO (THIRD AVENUE AND WEST
 SA2236'LEWIS STREET), GO EAST ON LEWIS STREET (U.S. HIGHWAY 395/410) FOR
 SA2236'4.2 MILES, TURN LEFT ON STATE HIGHWAY 3D, GO 0.45 MILE AND STATION
 SA2236'ON THE LEFT.
 SA2236
 SA2236                          STATION RECOVERY (1968)
 SA2236
 SA2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RBM)
 SA2236'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SA2236'V.R.S. IN 1958.
 SA2236'
 SA2236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA2236'AT BURBANK HEIGHTS.
 SA2236
 SA2236                          STATION RECOVERY (2004)
 SA2236
 SA2236'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA2236'RECOVERED IN GOOD CONDITION.
 SA2236
 SA2236                          STATION RECOVERY (2006)
 SA2236
 SA2236'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 SA2236'TO REACH FROM THE POST OFFICE IN PASCO (THIRD AVENUE AND WEST LEWIS
 SA2236'STREET), GO EAST ON LEWIS STREET (U.S. HIGHWAY 395/ STATE HIGHWAY 12)
 SA2236'FOR 4.2 MILES, TURN LEFT ON STATE HIGHWAY 124, GO 0.45 MILE AND
 SA2236'STATION
 SA2236'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1945 ***********************************************************************
 SA1945  DESIGNATION -  ABE
 SA1945  PID         -  SA1945
 SA1945  STATE/COUNTY-  WA/FRANKLIN
 SA1945  USGS QUAD   -  ELWOOD (1991)
 SA1945
 SA1945                         *CURRENT SURVEY CONTROL
 SA1945  ___________________________________________________________________
 SA1945* NAD 83(1991)-  46 28 05.53646(N)    118 37 29.26534(W)     ADJUSTED  
 SA1945* NAVD 88     -       135.6    (meters)     445.     (feet)  VERTCON   
 SA1945  ___________________________________________________________________
 SA1945  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 SA1945  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA1945
 SA1945  HORZ ORDER  -  SECOND
 SA1945
 SA1945.The horizontal coordinates were established by classical geodetic methods
 SA1945.and adjusted by the National Geodetic Survey in December 1991..
 SA1945
 SA1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1945
 SA1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1945
 SA1945.The geoid height was determined by GEOID03.
 SA1945
 SA1945;                    North         East     Units Scale Factor Converg.
 SA1945;SPC WA S     -   127,852.263   644,003.846   MT  0.99991667   +1 21 43.7
 SA1945;SPC WA S     -   419,461.97  2,112,869.28   sFT  0.99991667   +1 21 43.7
 SA1945;UTM  11      - 5,147,352.883   375,254.519   MT  0.99979128   -1 10 41.2
 SA1945
 SA1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1945!SPC WA S     -   0.99998208  x   0.99991667  =   0.99989875
 SA1945!UTM  11      -   0.99998208  x   0.99979128  =   0.99977336
 SA1945
 SA1945|---------------------------------------------------------------------|
 SA1945| PID    Reference Object                     Distance      Geod. Az  |
 SA1945|                                                           dddmmss.s |
 SA1945| SA1944 ICE HARBOR POOL LIGHT 45              6.182 METERS 05247     |
 SA1945| SA1975 RAT                                 APPROX. 0.6 KM 2014018.3 |
 SA1945|---------------------------------------------------------------------|
 SA1945
 SA1945                          SUPERSEDED SURVEY CONTROL
 SA1945
 SA1945  NAD 83(1991)-  46 28 05.54113(N)    118 37 29.26755(W) AD(       ) 2
 SA1945  NAD 83(1986)-  46 28 05.54432(N)    118 37 29.25570(W) AD(       ) 2
 SA1945  NAD 27      -  46 28 06.04070(N)    118 37 25.29130(W) AD(       ) 2
 SA1945  NGVD 29 (07/19/86)  134.6    (m)          442.     (f) VERT ANG       
 SA1945
 SA1945.Superseded values are not recommended for survey control.
 SA1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1945.See file dsdata.txt to determine how the superseded data were derived.
 SA1945
 SA1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7525547353(NAD 83)
 SA1945_MARKER: Z = SEE DESCRIPTION
 SA1945_SETTING: 0 = UNSPECIFIED SETTING
 SA1945_STAMPING: ABE 1962
 SA1945_MARK LOGO: CGS   
 SA1945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1945
 SA1945  HISTORY     - Date     Condition        Report By
 SA1945  HISTORY     - 1962     MONUMENTED       CGS
 SA1945
 SA1945                          STATION DESCRIPTION
 SA1945
 SA1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA1945'THE STATION IS LOCATED 8-1/2 MILES SOUTHWEST OF THE LOWER MONUMENTAL
 SA1945'DAM, 5-1/2 MILES SOUTHWEST OF FARRINGTON, AND ON THE WEST SIDE OF
 SA1945'THE SNAKE RIVER.
 SA1945'
 SA1945'TO REACH THE STATION FROM THE POST OFFICE IN PASCO, GO EAST ON U.S.
 SA1945'HIGHWAY 410 FOR 1.5 MILES TO THE KAHLOTUS HIGHWAY ON THE LEFT.  TURN
 SA1945'LEFT ON THE KAHLOTUS HIGHWAY AND GO 26.0 MILES TO MC COY CANYON
 SA1945'ROAD.  TURN RIGHT ON MC COY CANYON ROAD AS PER SIGN SNAKE RIVER AND
 SA1945'GO 1.5 MILES TO MC CLENNY ROAD.  CONTINUE FOR 0.9 MILE TO A SIDE
 SA1945'ROAD ON THE LEFT (JONES ROAD).  TURN LEFT ON JONES ROAD AND GO 3.0
 SA1945'MILES TO A SIDE ROAD ON THE RIGHT AT STOCK FEEDING PEN.  TURN RIGHT
 SA1945'AND GO DOWN THE CANYON FOR 1.6 MILES TO A RAILROAD CROSSING.  CROSS
 SA1945'AND CONTINUE FOR 0.3 MILE TO ANOTHER RAILROAD CROSSING.  BEAR RIGHT
 SA1945'AND FOLLOW TRACK ROAD FOR 1.5 MILES TO THE SOUTH END OF A RIP-RAP
 SA1945'STOCKPILE.  TURN LEFT AND GO UPRIVER THROUGH PART OF A GRAVELED AIR
 SA1945'STRIP FOR 1.7 MILES TO ICE HARBOR POOL LIGHT NO. 43 AND STATION
 SA1945'RAT.  CONTINUE ON TRACK ROAD FOR 0.4 MILE TO ICE HARBOR POOL LIGHT
 SA1945'NO. 45 AND THE STATION.
 SA1945'
 SA1945'THE STATION MARK IS A COAST AND GEODETIC SURVEY TOPOGRAPHIC SURVEY
 SA1945'STATION MARK DISK STAMPED ABE 1962.  IT IS 32 FEET EAST OF THE CENTER
 SA1945'OF A TRACK ROAD, 20.28 FEET SOUTHWEST OF ICE HARBOR POOL LIGHT NO.
 SA1945'45, AND 7 FEET WEST OF A CUTBANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1663 ***********************************************************************
 RZ1663  DESIGNATION -  ABELS
 RZ1663  PID         -  RZ1663
 RZ1663  STATE/COUNTY-  WA/GARFIELD
 RZ1663  USGS QUAD   -  ROSE SPRINGS (1995)
 RZ1663
 RZ1663                         *CURRENT SURVEY CONTROL
 RZ1663  ___________________________________________________________________
 RZ1663* NAD 83(1991)-  46 16 14.97649(N)    117 36 02.98208(W)     ADJUSTED  
 RZ1663* NAVD 88     -      1529.5    (meters)    5018.     (feet)  VERTCON   
 RZ1663  ___________________________________________________________________
 RZ1663  LAPLACE CORR-          11.26  (seconds)                    DEFLEC99
 RZ1663  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 RZ1663
 RZ1663  HORZ ORDER  -  SECOND
 RZ1663
 RZ1663.The horizontal coordinates were established by classical geodetic methods
 RZ1663.and adjusted by the National Geodetic Survey in December 1991..
 RZ1663
 RZ1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1663
 RZ1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1663
 RZ1663.The geoid height was determined by GEOID03.
 RZ1663
 RZ1663;                    North         East     Units Scale Factor Converg.
 RZ1663;SPC WA S     -   108,308.256   723,415.123   MT  0.99992956   +2 06 21.4
 RZ1663;SPC WA S     -   355,341.34  2,373,404.45   sFT  0.99992956   +2 06 21.4
 RZ1663;UTM  11      - 5,124,314.334   453,704.013   MT  0.99962635   -0 26 03.0
 RZ1663
 RZ1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1663!SPC WA S     -   0.99976312  x   0.99992956  =   0.99969269
 RZ1663!UTM  11      -   0.99976312  x   0.99962635  =   0.99938956
 RZ1663
 RZ1663|---------------------------------------------------------------------|
 RZ1663| PID    Reference Object                     Distance      Geod. Az  |
 RZ1663|                                                           dddmmss.s |
 RZ1663| CF5148 ABELS RM 1                           25.793 METERS 07821     |
 RZ1663| CF5147 ABELS AZ MK                                        1285213.4 |
 RZ1663| CF5149 ABELS RM 2                           29.097 METERS 34415     |
 RZ1663|---------------------------------------------------------------------|
 RZ1663
 RZ1663                          SUPERSEDED SURVEY CONTROL
 RZ1663
 RZ1663  NAD 83(1991)-  46 16 14.97809(N)    117 36 02.98244(W) AD(       ) 2
 RZ1663  NAD 83(1986)-  46 16 14.98272(N)    117 36 02.97720(W) AD(       ) 2
 RZ1663  NAD 27      -  46 16 15.45018(N)    117 35 59.30687(W) AD(       ) 2
 RZ1663  NGVD 29 (07/19/86) 1528.3    (m)         5014.     (f) VERT ANG       
 RZ1663
 RZ1663.Superseded values are not recommended for survey control.
 RZ1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1663.See file dsdata.txt to determine how the superseded data were derived.
 RZ1663
 RZ1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM5370424314(NAD 83)
 RZ1663_MARKER: DS = TRIANGULATION STATION DISK
 RZ1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1663
 RZ1663  HISTORY     - Date     Condition        Report By
 RZ1663  HISTORY     - 1963     MONUMENTED       CGS
 RZ1663  HISTORY     - 1964     GOOD             CGS
 RZ1663
 RZ1663                          STATION DESCRIPTION
 RZ1663
 RZ1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RZ1663'THE STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 RZ1663'
 RZ1663'A 90 FOOT TOWER WAS LEFT OVER STATION.
 RZ1663'
 RZ1663'THE STATION IS LOCATED ON ABELS RIDGE, ABOUT 14 MILES SOUTH
 RZ1663'OF POMEROY, 5 MILES NORTH-NORTHWEST OF CLEARWATER LOOKOUT
 RZ1663'AND 2 MILES WEST OF ROSE SPRINGS ON ROUTE N 911.  IT IS ON A
 RZ1663'BALD ROUND-TOPPED SUMMIT WHICH PROTRUDES WESTERLY FROM ABELS
 RZ1663'RIDGE ALONG THE EAST RIM OF CUMMINGS CREEK CANYON AND TUCANNON
 RZ1663'RIVER GORGE, ABOUT 0.1 MILE WEST OF A SLIGHT SADDLE AT THE
 RZ1663'TIMBER LINE ALONG THE NORTH-SOUTH RIDGE.
 RZ1663'
 RZ1663'TO REACH THE STATION FROM THE POST OFFICE IN POMEROY, GO EAST
 RZ1663'ON U.S. HIGHWAY 410 FOR 0.5 MILE TO JUNCTION WITH STATE HIGHWAY
 RZ1663'3K.  TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 3K FOR 7.9 MILES
 RZ1663'TO A FORKS WHERE HIGHWAY 3K TURNS LEFT.  KEEP RIGHT, STRAIGHT
 RZ1663'AHEAD, ON ROUTE N 911 FOR 11.7 MILES TO A ROAD FORKS WHERE THE
 RZ1663'ROAD TURNS RIGHT, NORTH, ALONG ABELS RIDGE, AND A SIGN ABELS
 RZ1663'RIDGE - PUMPER CHANCE 3, 1 - PUMPER CHANCE 4, 3.  TURN RIGHT
 RZ1663'ON ABELS RIDGE ROAD AND GO NORTHERLY FOR 1.05 MILES TO A DIM
 RZ1663'SIDE ROAD LEFT.  TURN LEFT ON DIM ROAD WHICH LEADS WEST AND
 RZ1663'NORTH AROUND A FENCELINE AND FOLLOW ALONG THE RIM FOR 1.25
 RZ1663'MILE TO THE TOP OF ROUND BALD SUMMIT AND STATION.
 RZ1663'
 RZ1663'THE STATION MARK IS A STANDARD DISK, STAMPED ABELS 1963, SET
 RZ1663'IN THE TOP OF A 12 IN SQUARE CONCRETE POST WHICH PROJECTS
 RZ1663'4 INCHES.  AN UNDERGROUND MARK WAS SET APPROXIMATELY 18 INCHES
 RZ1663'BELOW THE GROUND SURFACE IN BEDROCK.
 RZ1663'
 RZ1663'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ABELS NO 1 1963,
 RZ1663'SET IN THE TOP OF A 12 IN SQUARE CONCRETE POST WHICH PROJECTS
 RZ1663'4 INCHES.  IT IS APPROXIMATELY 96 FEET NORTH-NORTHEAST OF
 RZ1663'THE STATION.
 RZ1663'
 RZ1663'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ABELS NO 2 1963,
 RZ1663'SET IN THE TOP OF A 12 IN SQUARE CONCRETE POST WHICH PROJECTS
 RZ1663'4 INCHES.  IT IS APPROXIMATELY 90 FEET SOUTHEAST OF THE
 RZ1663'STATION.
 RZ1663'
 RZ1663'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ABELS 1963,
 RZ1663'SET IN THE TOP OF A 12 IN SQUARE CONCRETE POST WHICH PROJECTS
 RZ1663'4 INCHES.  IT IS APPROXIMATELY 0.7 MILE SOUTHEAST OF THE STATION
 RZ1663'ON THE LEFT SIDE OF THE ROAD, NEAR A METAL WITNESS POST.
 RZ1663
 RZ1663                          STATION RECOVERY (1964)
 RZ1663
 RZ1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 RZ1663'THE STATION IS LOCATED ABOUT 17-1/2 MILES EAST SOUTHEAST OF DAYTON,
 RZ1663'13-1/4 MILES SOUTH OF POMEROY, 5 MILES NORTH OF THE CLEARWATER
 RZ1663'LOOKOUT TOWER, AND ON A SPUR OF ABELS RIDGE.
 RZ1663'
 RZ1663'TO REACH THE STATION FROM THE POST OFFICE IN POMEROY, GO EAST ON
 RZ1663'U.S. HIGHWAY 410 FOR 0.5 MILE TO ITS JUNCTION WITH STATE HIGHWAY
 RZ1663'128.  TURN RIGHT ON STATE HIGHWAY 128 AND GO SOUTHERLY FOR 7.9
 RZ1663'MILES TO A POINT WHERE STATE HIGHWAY 128 TURNS 90 DEGREES TO THE
 RZ1663'LEFT AND A GRAVELED ROAD GOES STRAIGHT AHEAD (THIS IS USFS ROAD
 RZ1663'N911).  CONTINUE AHEAD ON THE GRAVELED ROAD FOR 9.95 MILES TO A
 RZ1663'SIDE ROAD ON THE LEFT (USFS ROAD N95).  CONTINUE AHEAD ON USFS
 RZ1663'ROAD N911 FOR 1.4 MILES TO A FORK AND SIGN ABELS RIDGE PUMPER
 RZ1663'CHANCH NO. 3 1 PUMPER CHANCH NO. 4 3.  TAKE THE RIGHT FORK AS
 RZ1663'PER SIGN AND GO NORTH FOR 1.05 MILES TO A DIM TRACK ROAD ON THE
 RZ1663'LEFT, BEAR LEFT ON THE TRACK ROAD AND GO WEST AND NORTH FOR 0.65
 RZ1663'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.2
 RZ1663'MILE TO A REVERSE FORK ON THE RIGHT.  CONTINUE AHEAD ON THE
 RZ1663'TRACK ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT NEAR THE
 RZ1663'SUMMIT OF A ROUND, BALD, KNOB.
 RZ1663'
 RZ1663'THE STATION MARK IS A STANDARD DISK, STAMPED ABELS 1963, SET IN
 RZ1663'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 RZ1663'INCHES.  IT IS 250 FEET SOUTHEAST OF THE CENTER OF THE TRACK
 RZ1663'ROAD, ABOUT 150 FEET WEST OF THE HIGHEST POINT OF THE HILL AND
 RZ1663'4.8 FEET NORTH NORTHWEST OF A WITNESS POST.
 RZ1663'
 RZ1663'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ABELS NO 1 1963,
 RZ1663'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RZ1663'4 INCHES.  IT IS ABOUT 100 FEET NORTHWEST OF THE HIGHEST POINT OF
 RZ1663'THE HILL, 88.8 FEET NORTHEAST OF THE WITNESS POST AND AT ABOUT
 RZ1663'THE SAME ELEVATION AS THE STATION.
 RZ1663'
 RZ1663'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ABELS NO 2 1963,
 RZ1663'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RZ1663'5 INCHES.  IT IS 98.2 FEET WEST OF THE WITNESS POST AND ABOUT 2
 RZ1663'FEET LOWER THAN THE STATION.
 RZ1663'
 RZ1663'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ABELS 1963, SET IN
 RZ1663'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RZ1663'3 INCHES.  IT IS 20 FEET NORTHEAST OF THE CENTER OF THE TRACK
 RZ1663'ROAD, 2.2 FEET NORTH OF A WITNESS POST AND 0.6 FEET SOUTHWEST OF A
 RZ1663'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3304 ***********************************************************************
 SY3304  DESIGNATION -  ABER
 SY3304  PID         -  SY3304
 SY3304  STATE/COUNTY-  WA/MASON
 SY3304  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3304
 SY3304                         *CURRENT SURVEY CONTROL
 SY3304  ___________________________________________________________________
 SY3304* NAD 83(1991)-  47 12 10.83685(N)    122 58 39.82531(W)     ADJUSTED  
 SY3304* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3304  ___________________________________________________________________
 SY3304  LAPLACE CORR-          -7.93  (seconds)                    DEFLEC99
 SY3304  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 SY3304
 SY3304  HORZ ORDER  -  THIRD
 SY3304
 SY3304.The horizontal coordinates were established by classical geodetic methods
 SY3304.and adjusted by the National Geodetic Survey in December 1991..
 SY3304
 SY3304.The orthometric height was scaled from a topographic map.
 SY3304
 SY3304.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3304
 SY3304.The geoid height was determined by GEOID03.
 SY3304
 SY3304;                    North         East     Units Scale Factor Converg.
 SY3304;SPC WA S     -   210,769.636   312,304.783   MT  0.99997279   -1 47 59.3
 SY3304;SPC WA S     -   691,500.05  1,024,619.94   sFT  0.99997279   -1 47 59.3
 SY3304;UTM  10      - 5,227,724.544   501,686.722   MT  0.99960003   +0 00 58.8
 SY3304
 SY3304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3304!SPC WA S     -   1.00000310  x   0.99997279  =   0.99997589
 SY3304!UTM  10      -   1.00000310  x   0.99960003  =   0.99960313
 SY3304
 SY3304|---------------------------------------------------------------------|
 SY3304| PID    Reference Object                     Distance      Geod. Az  |
 SY3304|                                                           dddmmss.s |
 SY3304| SY3310 PAST                                275.314 METERS 07126     |
 SY3304| SY3313 ZETA                                APPROX. 0.7 KM 0721557.5 |
 SY3304| SY3311 DELTA                               443.801 METERS 1134019.1 |
 SY3304| SY3338 KAPPA                               476.060 METERS 2184510.4 |
 SY3304| CE3306 ABER RM 1                            23.357 METERS 26213     |
 SY3304|---------------------------------------------------------------------|
 SY3304
 SY3304                          SUPERSEDED SURVEY CONTROL
 SY3304
 SY3304  NAD 83(1986)-  47 12 10.83503(N)    122 58 39.83365(W) AD(       ) 3
 SY3304  NAD 27      -  47 12 11.48300(N)    122 58 35.32100(W) AD(       ) 3
 SY3304
 SY3304.Superseded values are not recommended for survey control.
 SY3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3304.See file dsdata.txt to determine how the superseded data were derived.
 SY3304
 SY3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0168727725(NAD 83)
 SY3304_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3304
 SY3304  HISTORY     - Date     Condition        Report By
 SY3304  HISTORY     - 1936     MONUMENTED       CGS
 SY3304  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3304  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3304
 SY3304                          STATION DESCRIPTION
 SY3304
 SY3304'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3304'STATION IS SET ON A SMALL POINT ON THE N SIDE OF THE INLET ABOUT
 SY3304'1/2 MILE E OF LIBBY POINT LIGHT.  THE STATION IS ABOUT 9 FEET
 SY3304'FROM THE FOOT OF THE BLUFF AND COVERS ABOUT 2 FEET AT HIGH
 SY3304'WATER.  IT PROJECTS ABOUT 2 INCHES.  DIRECTLY OPPOSITE THE STATION
 SY3304'THERE IS A HOUSE IN A CLEARING ON TOP OF THE BLUFF.
 SY3304'
 SY3304'STATION AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS
 SY3304'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3304'
 SY3304'REFERENCE MARK NO.1 IS SET W OF THE STATION AND COVERS ABOUT
 SY3304'4 FEET AT HIGH WATER.  IT PROJECTS ABOUT 2 INCHES.
 SY3304'
 SY3304'IT IS UNCERTAIN WHETHER THE DISTANCE GIVEN IS IN METERS OR FEET.
 SY3304
 SY3304                          STATION RECOVERY (1958)
 SY3304
 SY3304'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3304'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 SY3304'
 SY3304'THE STATION IS 13 FEET S OF THE FACE OF HIGH BLUFF AND 57 FEET
 SY3304'NE. OF THE MOST S TIP OF THE POINT.
 SY3304
 SY3304                          STATION RECOVERY (1967)
 SY3304
 SY3304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3304'THE CONCRETE MONUMENT WAS FOUND INTACT BUT THE TOP PART CONTAINING
 SY3304'THE DISK WAS BROKEN OFF.  REFERENCE MARK 1 WAS FOUND AND IS IN
 SY3304'GOOD CONDITION.  THE 1936 MEASURED DISTANCE WAS IN METERS.
 SY3304'
 SY3304'THE REFERENCE MARK IS A STANDARD DISK, STAMPED 1 1936 SET IN A
 SY3304'CONCRETE MONUMENT THAT PROJECT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0787 ***********************************************************************
 SC0787  DESIGNATION -  ABERDEEN
 SC0787  PID         -  SC0787
 SC0787  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0787  USGS QUAD   -  ABERDEEN (1994)
 SC0787
 SC0787                         *CURRENT SURVEY CONTROL
 SC0787  ___________________________________________________________________
 SC0787* NAD 83(1986)-  46 58 39.     (N)    123 49 13.     (W)     SCALED    
 SC0787* NAVD 88     -         6.908  (meters)      22.66   (feet)  ADJUSTED  
 SC0787  ___________________________________________________________________
 SC0787  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SC0787  DYNAMIC HT  -           6.909 (meters)      22.67  (feet)  COMP
 SC0787  MODELED GRAV-     980,769.6   (mgal)                       NAVD 88
 SC0787
 SC0787  VERT ORDER  -  FIRST     CLASS I
 SC0787
 SC0787.The horizontal coordinates were scaled from a topographic map and have
 SC0787.an estimated accuracy of +/- 6 seconds.
 SC0787
 SC0787.The orthometric height was determined by differential leveling
 SC0787.and adjusted by the National Geodetic Survey in June 1991..
 SC0787.WARNING-Repeat measurements at this control monument indicate possible
 SC0787.vertical movement.
 SC0787
 SC0787.The geoid height was determined by GEOID03.
 SC0787
 SC0787.The dynamic height is computed by dividing the NAVD 88
 SC0787.geopotential number by the normal gravity value computed on the
 SC0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0787.degrees latitude (g = 980.6199 gals.).
 SC0787
 SC0787.The modeled gravity was interpolated from observed gravity values.
 SC0787
 SC0787;                    North         East    Units  Estimated Accuracy
 SC0787;SPC WA S     -   188,070.      247,460.      MT  (+/- 180 meters Scaled)
 SC0787
 SC0787                          SUPERSEDED SURVEY CONTROL
 SC0787
 SC0787  NGVD 29 (??/??/92)    5.905  (m)           19.37   (f) ADJ UNCH    1 1
 SC0787
 SC0787.Superseded values are not recommended for survey control.
 SC0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0787.See file dsdata.txt to determine how the superseded data were derived.
 SC0787
 SC0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT376029(NAD 83)
 SC0787_MARKER: DB = BENCH MARK DISK
 SC0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0787_STAMPING: ABERDEEN 1933 18.658
 SC0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0787+STABILITY: SURFACE MOTION
 SC0787
 SC0787  HISTORY     - Date     Condition        Report By
 SC0787  HISTORY     - 1933     MONUMENTED       CGS
 SC0787  HISTORY     - 1968     GOOD             NGS
 SC0787  HISTORY     - 1974     GOOD             NGS
 SC0787
 SC0787                          STATION DESCRIPTION
 SC0787
 SC0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SC0787'IN ABERDEEN.
 SC0787'AT ABERDEEN, AT THE SOUTH CORNER OF THE JUNCTION OF NORTH I AND EAST
 SC0787'3RD STREETS, IN R9W T17N, SECTION 9, 0.2 MILE NORTHWEST ALONG NORTH I
 SC0787'STREET FROM BENCH MARK F-O (C OF A), 17.0 FEET SOUTHWEST OF THE
 SC0787'SOUTHWEST CURB OF I STREET, 22.8 FEET SOUTHEAST OF THE SOUTHEAST CURB
 SC0787'OF 3RD STREET, 19.8 FEET NORTH OF THE NORTH CORNER OF THE NATIONAL
 SC0787'GUARD ARMORY BUILDING, 18 FEET SOUTHEAST OF A POWER POLE WITH A
 SC0787'TRANSFORMER, 3.2 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A SIDEWALK
 SC0787'ALONG I STREET, ABOUT 1 FOOT HIGHER THAN THE STREETS, AND SET IN THE
 SC0787'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SC0787
 SC0787                          STATION RECOVERY (1974)
 SC0787
 SC0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SC0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2612 ***********************************************************************
 SC2612  DESIGNATION -  ABERDEEN AMERICAN PLYWOOD STK
 SC2612  PID         -  SC2612
 SC2612  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2612  USGS QUAD   -  ABERDEEN (1994)
 SC2612
 SC2612                         *CURRENT SURVEY CONTROL
 SC2612  ___________________________________________________________________
 SC2612* NAD 83(1991)-  46 58 02.07173(N)    123 49 16.31970(W)     ADJUSTED  
 SC2612* NAVD 88     -                                                        
 SC2612  ___________________________________________________________________
 SC2612  LAPLACE CORR-          11.06  (seconds)                    DEFLEC99
 SC2612  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SC2612
 SC2612  HORZ ORDER  -  THIRD
 SC2612
 SC2612.The horizontal coordinates were established by classical geodetic methods
 SC2612.and adjusted by the National Geodetic Survey in December 1991..
 SC2612
 SC2612
 SC2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2612
 SC2612.The geoid height was determined by GEOID03.
 SC2612
 SC2612;                    North         East     Units Scale Factor Converg.
 SC2612;SPC WA S     -   186,931.761   247,339.123   MT  0.99993682   -2 24 45.0
 SC2612;SPC WA S     -   613,291.95    811,478.44   sFT  0.99993682   -2 24 45.0
 SC2612;UTM  10      - 5,201,851.109   437,529.799   MT  0.99964796   -0 36 01.0
 SC2612
 SC2612                          SUPERSEDED SURVEY CONTROL
 SC2612
 SC2612  NAD 83(1986)-  46 58 02.06769(N)    123 49 16.31909(W) AD(       ) 4
 SC2612  NAD 27      -  46 58 02.73800(N)    123 49 11.71400(W) AD(       ) 3
 SC2612
 SC2612.Superseded values are not recommended for survey control.
 SC2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2612.See file dsdata.txt to determine how the superseded data were derived.
 SC2612
 SC2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3753001851(NAD 83)
 SC2612
 SC2612  HISTORY     - Date     Condition        Report By
 SC2612  HISTORY     - 1940     MONUMENTED       CGS
 SC2612  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2612  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SC2612
 SC2612                          STATION DESCRIPTION
 SC2612
 SC2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2612'A TALL CONCRETE STACK AT AMERICAN PLYWOOD COMPANY, AT FOOT OF ALDER
 SC2612'STREET, ABERDEEN.
 SC2612
 SC2612                          STATION RECOVERY (1952)
 SC2612
 SC2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2612'STATION IS LOCATED AT ABERDEEN, AT THE FOOT OF SOUTH ALDER STREET,
 SC2612'ABOUT ON THE EXTENSION OF THE STREET, ON THE N SIDE OF CHEHALIS
 SC2612'RIVER, AT THE ABERDEEN PLYWOOD CORP. (FORMERLY AMERICAN PLYWOOD
 SC2612'CO.) MILL, AT THE S CORNER OF THE PLANT, AND AT THE SE CORNER OF
 SC2612'THE POWER HOUSE.  IT IS A CONCRETE STACK WITH METAL BANDS, 230
 SC2612'FEET HIGH AND 12 FEET IN DIAMETER AT THE TOP, AND APPEARS BLACK IN
 SC2612'COLOR.  THE STACK WAS ERECTED ABOUT 1929.
 SC2612
 SC2612                          STATION RECOVERY (1967)
 SC2612
 SC2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SC2612'THE STATION WAS RECOVERED AS DESCRIBED.
 SC2612'
 SC2612'THE MILL IS NOW OWNED BY THE EVANS PRODUCTS COMPANY.
 SC2612'
 SC2612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2612'AT ABERDEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2594 ***********************************************************************
 SC2594  DESIGNATION -  ABERDEEN ANDERSON LMBR CO MAST
 SC2594  PID         -  SC2594
 SC2594  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2594  USGS QUAD   -  ABERDEEN (1994)
 SC2594
 SC2594                         *CURRENT SURVEY CONTROL
 SC2594  ___________________________________________________________________
 SC2594* NAD 83(1991)-  46 59 17.04383(N)    123 47 46.83562(W)     ADJUSTED  
 SC2594* NAVD 88     -                                                        
 SC2594  ___________________________________________________________________
 SC2594  LAPLACE CORR-          10.91  (seconds)                    DEFLEC99
 SC2594  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 SC2594
 SC2594  HORZ ORDER  -  THIRD
 SC2594
 SC2594.The horizontal coordinates were established by classical geodetic methods
 SC2594.and adjusted by the National Geodetic Survey in December 1991..
 SC2594
 SC2594
 SC2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2594
 SC2594.The geoid height was determined by GEOID03.
 SC2594
 SC2594;                    North         East     Units Scale Factor Converg.
 SC2594;SPC WA S     -   189,165.461   249,325.715   MT  0.99993931   -2 23 40.0
 SC2594;SPC WA S     -   620,620.35    817,996.12   sFT  0.99993931   -2 23 40.0
 SC2594;UTM  10      - 5,204,145.845   439,444.203   MT  0.99964507   -0 34 56.3
 SC2594
 SC2594                          SUPERSEDED SURVEY CONTROL
 SC2594
 SC2594  NAD 83(1986)-  46 59 17.04057(N)    123 47 46.83607(W) AD(       ) 4
 SC2594  NAD 27      -  46 59 17.72700(N)    123 47 42.23400(W) AD(       ) 3
 SC2594
 SC2594.Superseded values are not recommended for survey control.
 SC2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2594.See file dsdata.txt to determine how the superseded data were derived.
 SC2594
 SC2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3944404146(NAD 83)
 SC2594
 SC2594  HISTORY     - Date     Condition        Report By
 SC2594  HISTORY     - 1952     MONUMENTED       CGS
 SC2594  HISTORY     - 1978     SEE DESCRIPTION  NGS
 SC2594
 SC2594                          STATION DESCRIPTION
 SC2594
 SC2594'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2594'ABOUT 1-1/4 MILES NORTHEAST OF THE BUSINESS DISTRICT OF ABERDEEN,
 SC2594'JUST EAST OF THE EAST CITY LIMITS, ON TOP OF THE FIRST HILL SOUTH
 SC2594'OF FERN HILL CEMETERY, ON THE HIGHEST POINT OF THE HILL, INSIDE OF
 SC2594'A SMALL FENCED ENCLOSURE.  THE MAST IS TRIANGULAR IN CROSS
 SC2594'SECTION, 15 INCHES ON A SIDE AND 120 FEET HIGH.  A VERTICAL SHAFT
 SC2594'ANTENNA WITH A HORIZONTAL CROSS MEMBER RISES ABOUT 10 FEET
 SC2594'ABOVE THE TOP OF THE MAST.  THE STATION IS THE BASE OF THE
 SC2594'VERTICAL SHAFT OF THE ANTENNA.
 SC2594'
 SC2594'THE MAST SUPPORTS THE ANTENNA OF THE PRIVATELY OPERATED RADIO OF
 SC2594'THE ANDERSON AND MIDDLETON LUMBER CO., ABERDEEN, WASHINGTON.
 SC2594'
 SC2594'STATION ABERDEEN (U.S.E.), 1940 IS 81 METERS SOUTHEAST AND STATION
 SC2594'KAH, 1940 IS ABOUT 175 METERS NORTHWEST OF THIS STATION.
 SC2594
 SC2594                          STATION RECOVERY (1978)
 SC2594
 SC2594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JVD)
 SC2594'THIS INTERSECTION STATION HAS BEEN DESTROYED.  THE MAST HAS BEEN
 SC2594'DISMANTLED.  A 2 FOOT-10 INCH SQUARE CONCRETE BASE WITH AN 1 INCH
 SC2594'DIAMETER 3 INCH TALL THREADED ROD IN THE MIDDLE WAS FOUND AT THE
 SC2594'STATION SITE.  THE CONCRETE BLOCK IS 45.1 FEET SOUTHEAST OF THE
 SC2594'CENTER OF AN ELEVATED WATER TANK.
 SC2594'
 SC2594'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2594'AT ABERDEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2593 ***********************************************************************
 SC2593  DESIGNATION -  ABERDEEN ANDERSON MILL STACK
 SC2593  PID         -  SC2593
 SC2593  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2593  USGS QUAD   -  ABERDEEN (1994)
 SC2593
 SC2593                         *CURRENT SURVEY CONTROL
 SC2593  ___________________________________________________________________
 SC2593* NAD 83(1991)-  46 58 17.08776(N)    123 48 53.63034(W)     ADJUSTED  
 SC2593* NAVD 88     -                                                        
 SC2593  ___________________________________________________________________
 SC2593  LAPLACE CORR-          10.86  (seconds)                    DEFLEC99
 SC2593  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SC2593
 SC2593  HORZ ORDER  -  THIRD
 SC2593
 SC2593.The horizontal coordinates were established by classical geodetic methods
 SC2593.and adjusted by the National Geodetic Survey in December 1991..
 SC2593
 SC2593
 SC2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2593
 SC2593.The geoid height was determined by GEOID03.
 SC2593
 SC2593;                    North         East     Units Scale Factor Converg.
 SC2593;SPC WA S     -   187,374.858   247,837.793   MT  0.99993731   -2 24 28.5
 SC2593;SPC WA S     -   614,745.68    813,114.49   sFT  0.99993731   -2 24 28.5
 SC2593;UTM  10      - 5,202,309.621   438,014.067   MT  0.99964722   -0 35 44.6
 SC2593
 SC2593                          SUPERSEDED SURVEY CONTROL
 SC2593
 SC2593  NAD 83(1986)-  46 58 17.08392(N)    123 48 53.62971(W) AD(       ) 4
 SC2593  NAD 27      -  46 58 17.75200(N)    123 48 49.02400(W) AD(       ) 3
 SC2593
 SC2593.Superseded values are not recommended for survey control.
 SC2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2593.See file dsdata.txt to determine how the superseded data were derived.
 SC2593
 SC2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3801402310(NAD 83)
 SC2593
 SC2593  HISTORY     - Date     Condition        Report By
 SC2593  HISTORY     - 1940     MONUMENTED       CGS
 SC2593  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2593  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SC2593  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2593
 SC2593                          STATION DESCRIPTION
 SC2593
 SC2593'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2593'A TALL RED BRICK STACK, S END OF BROADWAY, ANDERSON MILL, ABERDEEN.
 SC2593
 SC2593                          STATION RECOVERY (1952)
 SC2593
 SC2593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2593'THE STATION WAS RECOVERED.  IT IS SHOWN ON PAGE 739 OF THE LIST OF
 SC2593'GEOGRAPHIC POSITIONS, BUT PAGE 13 OF THE LITHOGRAPH SHOWS IT AS SON.
 SC2593'
 SC2593'STATION IS LOCATED AT ABERDEEN, AT THE FOOT OF BROADWAY, ABOUT ON
 SC2593'THE EXTENSION OF THE CENTER LINE OF BROADWAY, AND AT THE ANDERSON
 SC2593'AND MIDDLETON LUMBER CO. MILL.  IT IS A RED BRICK STACK ABOUT 175
 SC2593'FEET HIGH AND 8 FEET IN DIAMETER AT THE TOP.  THE STACK WAS
 SC2593'ERECTED ABOUT 1929.
 SC2593
 SC2593                          STATION RECOVERY (1956)
 SC2593
 SC2593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HGC)
 SC2593'NOT RECOVERED.
 SC2593'
 SC2593'THE BRICK STACK MARKING THE POSITION OF THE STATION IS NO LONGER
 SC2593'STANDING.  THE STATION IS PROBABLY LOST.
 SC2593
 SC2593                          STATION RECOVERY (1957)
 SC2593
 SC2593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2593'STATION DESTROYED.  THE STACK HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2604 ***********************************************************************
 SC2604  DESIGNATION -  ABERDEEN ANDERSON MILL TANK
 SC2604  PID         -  SC2604
 SC2604  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2604  USGS QUAD   -  ABERDEEN (1994)
 SC2604
 SC2604                         *CURRENT SURVEY CONTROL
 SC2604  ___________________________________________________________________
 SC2604* NAD 83(1991)-  46 58 18.27187(N)    123 48 53.36433(W)     ADJUSTED  
 SC2604* NAVD 88     -                                                        
 SC2604  ___________________________________________________________________
 SC2604  LAPLACE CORR-          10.85  (seconds)                    DEFLEC99
 SC2604  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SC2604
 SC2604  HORZ ORDER  -  THIRD
 SC2604
 SC2604.The horizontal coordinates were established by classical geodetic methods
 SC2604.and adjusted by the National Geodetic Survey in December 1991..
 SC2604
 SC2604
 SC2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2604
 SC2604.The geoid height was determined by GEOID03.
 SC2604
 SC2604;                    North         East     Units Scale Factor Converg.
 SC2604;SPC WA S     -   187,411.153   247,844.946   MT  0.99993735   -2 24 28.3
 SC2604;SPC WA S     -   614,864.76    813,137.96   sFT  0.99993735   -2 24 28.3
 SC2604;UTM  10      - 5,202,346.113   438,020.068   MT  0.99964721   -0 35 44.4
 SC2604
 SC2604                          SUPERSEDED SURVEY CONTROL
 SC2604
 SC2604  NAD 83(1986)-  46 58 18.26805(N)    123 48 53.36372(W) AD(       ) 4
 SC2604  NAD 27      -  46 58 18.93600(N)    123 48 48.76000(W) AD(       ) 3
 SC2604
 SC2604.Superseded values are not recommended for survey control.
 SC2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2604.See file dsdata.txt to determine how the superseded data were derived.
 SC2604
 SC2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3802002346(NAD 83)
 SC2604
 SC2604  HISTORY     - Date     Condition        Report By
 SC2604  HISTORY     - 1940     MONUMENTED       CGS
 SC2604  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2604  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SC2604
 SC2604                          STATION DESCRIPTION
 SC2604
 SC2604'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2604'A BLACK WOODEN WATER TANK ATOP SCAFFOLD, ANDERSON MILL, ABERDEEN.
 SC2604
 SC2604                          STATION RECOVERY (1952)
 SC2604
 SC2604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2604'THE STATION WAS RECOVERED.
 SC2604'
 SC2604'STATION IS LOCATED AT ABERDEEN, AT THE FOOT OF BROADWAY, AT
 SC2604'THE ANDERSON AND MIDDLETON LUMBER CO. MILL, AND ABOUT 125 FEET E
 SC2604'OF A HIGH RED BRICK STACK.  IT IS A WOOD WATER TANK SUPPORTED BY
 SC2604'A WOOD SCAFFOLD ABOUT 90 FEET HIGH.
 SC2604
 SC2604                          STATION RECOVERY (1967)
 SC2604
 SC2604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SC2604'THIS STATION WAS RECOVERED AS DESCRIBED.
 SC2604'
 SC2604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2604'AT ABERDEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2610 ***********************************************************************
 SC2610  DESIGNATION -  ABERDEEN CH OF PILGRIMS CROSS
 SC2610  PID         -  SC2610
 SC2610  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2610  USGS QUAD   -  ABERDEEN (1994)
 SC2610
 SC2610                         *CURRENT SURVEY CONTROL
 SC2610  ___________________________________________________________________
 SC2610* NAD 83(1991)-  46 58 36.82286(N)    123 49 02.36069(W)     ADJUSTED  
 SC2610* NAVD 88     -                                                        
 SC2610  ___________________________________________________________________
 SC2610  LAPLACE CORR-          10.75  (seconds)                    DEFLEC99
 SC2610  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SC2610
 SC2610  HORZ ORDER  -  THIRD
 SC2610
 SC2610.The horizontal coordinates were established by classical geodetic methods
 SC2610.and adjusted by the National Geodetic Survey in December 1991..
 SC2610
 SC2610
 SC2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2610
 SC2610.The geoid height was determined by GEOID03.
 SC2610
 SC2610;                    North         East     Units Scale Factor Converg.
 SC2610;SPC WA S     -   187,991.469   247,679.047   MT  0.99993796   -2 24 34.9
 SC2610;SPC WA S     -   616,768.68    812,593.67   sFT  0.99993796   -2 24 34.9
 SC2610;UTM  10      - 5,202,920.726   437,835.954   MT  0.99964749   -0 35 51.2
 SC2610
 SC2610                          SUPERSEDED SURVEY CONTROL
 SC2610
 SC2610  NAD 83(1986)-  46 58 36.81901(N)    123 49 02.36025(W) AD(       ) 4
 SC2610  NAD 27      -  46 58 37.48500(N)    123 48 57.75400(W) AD(       ) 3
 SC2610
 SC2610.Superseded values are not recommended for survey control.
 SC2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2610.See file dsdata.txt to determine how the superseded data were derived.
 SC2610
 SC2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3783602921(NAD 83)
 SC2610
 SC2610  HISTORY     - Date     Condition        Report By
 SC2610  HISTORY     - 1940     MONUMENTED       CGS
 SC2610  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2610
 SC2610                          STATION DESCRIPTION
 SC2610
 SC2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2610'A CROSS ON THE SHINGLE STEEPLE OF CHURCH OF PILGRIMS, NORTH H AND
 SC2610'EAST FIR STREETS, ABERDEEN.
 SC2610
 SC2610                          STATION RECOVERY (1952)
 SC2610
 SC2610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2610'THE STATION WAS RECOVERED.  IT IS SHOWN ON PAGE 742 OF THE LIST OF
 SC2610'GEOGRAPHIC POSITIONS, BUT PAGE 13 OF THE LITHOGRAPH SHOWS IT AS
 SC2610'STEEPLE.  THE CHURCH IS NOW THE FIRST CONGREGATIONAL CHURCH, IT
 SC2610'WAS FORMERLY THE CHURCH OF PILGRIMS.  THERE IS NO CROSS ON THE
 SC2610'SPIRE.  THE OBJECT NOW ON THE SPIRE IS A FINIAL WITH A BALL.
 SC2610'
 SC2610'STATION IS LOCATED AT ABERDEEN, AT THE S CORNER OF NORTH H AND
 SC2610'EAST FIRST STREETS, AND ON THE FIRST CONGREGATIONAL CHURCH.  THE
 SC2610'CHURCH IS A CREAM COLORED FRAME BUILDING WITH A BELL TOWER
 SC2610'SURMOUNTED BY A SPIRE AT THE N CORNER.  THE SPIRE HAS A BALL AND A
 SC2610'FINIAL AT THE TIP ABOUT 75 FEET ABOVE THE GROUND.  THE BUILDING
 SC2610'WAS ERECTED IN 1890.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2608 ***********************************************************************
 SC2608  DESIGNATION -  ABERDEEN DONAVON LUMBER CO STK
 SC2608  PID         -  SC2608
 SC2608  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2608  USGS QUAD   -  ABERDEEN (1994)
 SC2608
 SC2608                         *CURRENT SURVEY CONTROL
 SC2608  ___________________________________________________________________
 SC2608* NAD 83(1991)-  46 57 51.23435(N)    123 49 42.93614(W)     ADJUSTED  
 SC2608* NAVD 88     -                                                        
 SC2608  ___________________________________________________________________
 SC2608  LAPLACE CORR-          11.28  (seconds)                    DEFLEC99
 SC2608  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SC2608
 SC2608  HORZ ORDER  -  THIRD
 SC2608
 SC2608.The horizontal coordinates were established by classical geodetic methods
 SC2608.and adjusted by the National Geodetic Survey in December 1991..
 SC2608
 SC2608
 SC2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2608
 SC2608.The geoid height was determined by GEOID03.
 SC2608
 SC2608;                    North         East     Units Scale Factor Converg.
 SC2608;SPC WA S     -   186,621.125   246,762.880   MT  0.99993647   -2 25 04.4
 SC2608;SPC WA S     -   612,272.81    809,587.88   sFT  0.99993647   -2 25 04.4
 SC2608;UTM  10      - 5,201,522.500   436,963.832   MT  0.99964884   -0 36 20.4
 SC2608
 SC2608                          SUPERSEDED SURVEY CONTROL
 SC2608
 SC2608  NAD 83(1986)-  46 57 51.23020(N)    123 49 42.93555(W) AD(       ) 4
 SC2608  NAD 27      -  46 57 51.90000(N)    123 49 38.33100(W) AD(       ) 3
 SC2608
 SC2608.Superseded values are not recommended for survey control.
 SC2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2608.See file dsdata.txt to determine how the superseded data were derived.
 SC2608
 SC2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3696401522(NAD 83)
 SC2608
 SC2608  HISTORY     - Date     Condition        Report By
 SC2608  HISTORY     - 1940     MONUMENTED       CGS
 SC2608  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2608  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SC2608
 SC2608                          STATION DESCRIPTION
 SC2608
 SC2608'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2608'A TALL RED BRICK STACK AT DONAVON LUMBER COMPANY, FOOT OF W STATE
 SC2608'STREET, ABERDEEN.
 SC2608
 SC2608                          STATION RECOVERY (1952)
 SC2608
 SC2608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2608'THE STATION WAS RECOVERED.  IT IS SHOWN ON PAGE 739 OF THE LIST OF
 SC2608'GEOGRAPHIC POSITIONS, BUT ON PAGE 13 OF THE LITHOGRAPH IT IS SHOWN
 SC2608'AS DON.
 SC2608'
 SC2608'STATION IS LOCATED AT ABERDEEN, ABOUT 3/4 MILE SW OF THE BUSINESS
 SC2608'DISTRICT, ON THE N SIDE OF CHEHALIS RIVER, ABOUT 300 YARDS SE OF THE
 SC2608'W END OF HERON STREET, AT OLD DONOVAN MILL NO. 2, ON THE S SIDE OF
 SC2608'THE RUINS OF A CONCRETE BUILDING, AND ABOUT 25 FEET N OF THE
 SC2608'HIGH-WATER LINE.  IT IS A RED BRICK STACK WITH METAL BANDS, WITH
 SC2608'A BELL TOP AND A CONCRETE CAP, ABOUT 110 FEET HIGH AND 8 FEET IN
 SC2608'DIAMETER AT THE TOP.  THE MILL HAS BEEN DESTROYED BY FIRE BUT
 SC2608'THE STACK APPEARS TO BE UNDAMAGED.
 SC2608'
 SC2608'THE NAME DONAVON SHOULD BE DONOVAN.
 SC2608
 SC2608                          STATION RECOVERY (1966)
 SC2608
 SC2608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SC2608'THE STATION IS DESTROYED.  THERE NO LONGER IS A STACK AT THIS
 SC2608'LOCATION.
 SC2608'
 SC2608'THE STATION IS PREVIOUSLY DESCRIBED ON PAGES 13 AND 32 OF BOOK 634.
 SC2608'
 SC2608'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2608'AT ABERDEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2615 ***********************************************************************
 SC2615  DESIGNATION -  ABERDEEN FERN HILL CEM CHIMNEY
 SC2615  PID         -  SC2615
 SC2615  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2615  USGS QUAD   -  ABERDEEN (1994)
 SC2615
 SC2615                         *CURRENT SURVEY CONTROL
 SC2615  ___________________________________________________________________
 SC2615* NAD 83(1991)-  46 59 40.37265(N)    123 47 58.23318(W)     ADJUSTED  
 SC2615* NAVD 88     -                                                        
 SC2615  ___________________________________________________________________
 SC2615  LAPLACE CORR-          10.95  (seconds)                    DEFLEC99
 SC2615  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SC2615
 SC2615  HORZ ORDER  -  THIRD
 SC2615
 SC2615.The horizontal coordinates were established by classical geodetic methods
 SC2615.and adjusted by the National Geodetic Survey in December 1991..
 SC2615
 SC2615
 SC2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2615
 SC2615.The geoid height was determined by GEOID03.
 SC2615
 SC2615;                    North         East     Units Scale Factor Converg.
 SC2615;SPC WA S     -   189,895.265   249,115.219   MT  0.99994012   -2 23 48.3
 SC2615;SPC WA S     -   623,014.72    817,305.51   sFT  0.99994012   -2 23 48.3
 SC2615;UTM  10      - 5,204,868.415   439,210.803   MT  0.99964542   -0 35 04.9
 SC2615
 SC2615                          SUPERSEDED SURVEY CONTROL
 SC2615
 SC2615  NAD 83(1986)-  46 59 40.36976(N)    123 47 58.23293(W) AD(       ) 4
 SC2615  NAD 27      -  46 59 41.03600(N)    123 47 53.63400(W) AD(       ) 3
 SC2615
 SC2615.Superseded values are not recommended for survey control.
 SC2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2615.See file dsdata.txt to determine how the superseded data were derived.
 SC2615
 SC2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3921104868(NAD 83)
 SC2615
 SC2615  HISTORY     - Date     Condition        Report By
 SC2615  HISTORY     - 1941     MONUMENTED       CGS
 SC2615  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2615
 SC2615                          STATION DESCRIPTION
 SC2615
 SC2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (CP)
 SC2615'THE CHIMNEY ON THE MAUSOLEUM IN THE FERN HILL CEMETERY IN
 SC2615'ABERDEEN, WASHINGTON.  THE CHIMNEY APPEARS TO BE ABOUT 3 FEET
 SC2615'SQUARE AND PROJECTS ABOVE THE ROOF ABOUT 8 FEET.  THE CEMETERY IS
 SC2615'ON THE E SIDE OF THE WISHKAH RIVER.
 SC2615
 SC2615                          STATION RECOVERY (1952)
 SC2615
 SC2615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2615'THE STATION WAS RECOVERED.
 SC2615'
 SC2615'STATION IS LOCATED AT ABERDEEN, ABOUT 1-1/2 MILES NE OF THE
 SC2615'BUSINESS DISTRICT, ON THE E SIDE OF CHEHALIS RIVER, ABOUT AT THE N
 SC2615'CITY LIMITS, AT FERN HILL CEMETERY, AT ABOUT THE MIDDLE OF THE
 SC2615'CEMETERY, AND AT THE N END OF A ONE-STORY T-SHAPED YELLOW STUCCO
 SC2615'BUILDING.  IT IS THE CHIMNEY ABOUT 25 FEET HIGH AND PROJECTING
 SC2615'ABOUT 8 FEET ABOVE THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2635 ***********************************************************************
 SC2635  DESIGNATION -  ABERDEEN FIRST METH CH DOME
 SC2635  PID         -  SC2635
 SC2635  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2635  USGS QUAD   -  ABERDEEN (1994)
 SC2635
 SC2635                         *CURRENT SURVEY CONTROL
 SC2635  ___________________________________________________________________
 SC2635* NAD 83(1991)-  46 58 37.42069(N)    123 49 09.67002(W)     ADJUSTED  
 SC2635* NAVD 88     -                                                        
 SC2635  ___________________________________________________________________
 SC2635  LAPLACE CORR-          10.76  (seconds)                    DEFLEC99
 SC2635  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SC2635
 SC2635  HORZ ORDER  -  THIRD
 SC2635
 SC2635.The horizontal coordinates were established by classical geodetic methods
 SC2635.and adjusted by the National Geodetic Survey in December 1991..
 SC2635
 SC2635
 SC2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2635
 SC2635.The geoid height was determined by GEOID03.
 SC2635
 SC2635;                    North         East     Units Scale Factor Converg.
 SC2635;SPC WA S     -   188,016.410   247,525.482   MT  0.99993798   -2 24 40.2
 SC2635;SPC WA S     -   616,850.51    812,089.85   sFT  0.99993798   -2 24 40.2
 SC2635;UTM  10      - 5,202,940.793   437,681.721   MT  0.99964773   -0 35 56.5
 SC2635
 SC2635                          SUPERSEDED SURVEY CONTROL
 SC2635
 SC2635  NAD 83(1986)-  46 58 37.41700(N)    123 49 09.66989(W) AD(       ) 4
 SC2635  NAD 27      -  46 58 38.08300(N)    123 49 05.06200(W) AD(       ) 3
 SC2635
 SC2635.Superseded values are not recommended for survey control.
 SC2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2635.See file dsdata.txt to determine how the superseded data were derived.
 SC2635
 SC2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3768202941(NAD 83)
 SC2635
 SC2635  HISTORY     - Date     Condition        Report By
 SC2635  HISTORY     - 1952     MONUMENTED       CGS
 SC2635  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SC2635
 SC2635                          STATION DESCRIPTION
 SC2635
 SC2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2635'AT ABERDEEN, AT THE SOUTH CORNER OF NORTH I STREET AND EAST SECOND
 SC2635'STREET, ON THE FIRST METHODIST CHURCH.  THE STATION IS THE BASE OF
 SC2635'THE FINIAL ON THE DOME.
 SC2635'
 SC2635'THE CHURCH IS A RED BRICK BUILDING WITH A 10-FOOT SQUARE BRICK
 SC2635'BELL TOWER AT THE NORTH CORNER.  THE TOWER IS SURRMOUNTED BY A
 SC2635'SILVER BELFRY WITH A DOME AND A SPIRE-LIKE FINIAL.  THE DOME IS
 SC2635'ABOUT 50 FEET ABOVE THE GROUND.  THE CORNER STONE READS FIRST
 SC2635'METHODIST EPISCOPAL CHURCH ERECTED A. D. MCMXII.
 SC2635
 SC2635                          STATION RECOVERY (1967)
 SC2635
 SC2635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SC2635'THIS STATION WAS NOT RECOVERED.  IT APPEARS THAT THE DOME HAS BEEN
 SC2635'REMOVED FROM THE TOP OF THE BELL TOWER AND THAT THE CHURCH IS NO
 SC2635'LONGER OCCUPIED.
 SC2635'
 SC2635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2635'AT ABERDEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2791 ***********************************************************************
 SC2791  DESIGNATION -  ABERDEEN HARBOR LIGHT 1
 SC2791  PID         -  SC2791
 SC2791  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2791  USGS QUAD   -  ABERDEEN (1994)
 SC2791
 SC2791                         *CURRENT SURVEY CONTROL
 SC2791  ___________________________________________________________________
 SC2791* NAD 83(1991)-  46 58 26.49833(N)    123 48 22.75451(W)     ADJUSTED  
 SC2791* NAVD 88     -         8.4    (meters)      28.     (feet)  VERTCON   
 SC2791  ___________________________________________________________________
 SC2791  LAPLACE CORR-          10.75  (seconds)                    DEFLEC99
 SC2791  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 SC2791
 SC2791  HORZ ORDER  -  THIRD
 SC2791
 SC2791.The horizontal coordinates were established by classical geodetic methods
 SC2791.and adjusted by the National Geodetic Survey in December 1991..
 SC2791
 SC2791.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2791
 SC2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2791
 SC2791.The geoid height was determined by GEOID03.
 SC2791
 SC2791;                    North         East     Units Scale Factor Converg.
 SC2791;SPC WA S     -   187,637.805   248,502.005   MT  0.99993762   -2 24 06.1
 SC2791;SPC WA S     -   615,608.37    815,293.66   sFT  0.99993762   -2 24 06.1
 SC2791;UTM  10      - 5,202,593.359   438,669.441   MT  0.99964623   -0 35 22.1
 SC2791
 SC2791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2791!SPC WA S     -   1.00000233  x   0.99993762  =   0.99993995
 SC2791!UTM  10      -   1.00000233  x   0.99964623  =   0.99964856
 SC2791
 SC2791                          SUPERSEDED SURVEY CONTROL
 SC2791
 SC2791  NAD 83(1986)-  46 58 26.49439(N)    123 48 22.75308(W) AD(       ) 4
 SC2791  NGVD 29 (01/14/91)    7.3    (m)           24.     (f) VERT ANG       
 SC2791
 SC2791.Superseded values are not recommended for survey control.
 SC2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2791.See file dsdata.txt to determine how the superseded data were derived.
 SC2791
 SC2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3866902593(NAD 83)
 SC2791_MARKER: 14 = NAVIGATION LIGHT
 SC2791_MARK LOGO: MGSINC
 SC2791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2791+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SC2791
 SC2791  HISTORY     - Date     Condition        Report By
 SC2791  HISTORY     - 1990     FIRST OBSERVED   MGSINC
 SC2791
 SC2791                          STATION DESCRIPTION
 SC2791
 SC2791'DESCRIBED BY MINISTER AND GLAESER 1990
 SC2791'THE STATION, ABERDEEN HARBOR LIGHT 1, IS LOCATED IN THE CHEHALIS
 SC2791'RIVER IN ABERDEEN, WASHINGTON.  THE STATION IS LOCATED APPROXIMATELY
 SC2791'200 METERS UNSTREAM FROM THE HIGHWAY BRIDGE ACROSS THE CHEHALIS
 SC2791'RIVER BETWEEN ABERDEEN AND SOUTH ABERDEEN.  THE STATION IS THE APEX
 SC2791'OF A NON-DIRECTIONAL NAVIGATION LIGHT ON TOP OF A STEEL THREE PILE
 SC2791'STRUCTURE.  THE STRUCTURE IS MARKED BY A LARGE TRIANGULAR DAYBOARD
 SC2791'WHICH IS IDENTIFIED WITH THE NUMBER 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2617 ***********************************************************************
 SC2617  DESIGNATION -  ABERDEEN HARBOR PLYWOOD CO STK
 SC2617  PID         -  SC2617
 SC2617  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2617  USGS QUAD   -  ABERDEEN (1994)
 SC2617
 SC2617                         *CURRENT SURVEY CONTROL
 SC2617  ___________________________________________________________________
 SC2617* NAD 83(1991)-  46 58 02.21722(N)    123 50 50.64320(W)     ADJUSTED  
 SC2617* NAVD 88     -                                                        
 SC2617  ___________________________________________________________________
 SC2617  LAPLACE CORR-          11.64  (seconds)                    DEFLEC99
 SC2617  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SC2617
 SC2617  HORZ ORDER  -  THIRD
 SC2617
 SC2617.The horizontal coordinates were established by classical geodetic methods
 SC2617.and adjusted by the National Geodetic Survey in December 1991..
 SC2617
 SC2617
 SC2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2617
 SC2617.The geoid height was determined by GEOID03.
 SC2617
 SC2617;                    North         East     Units Scale Factor Converg.
 SC2617;SPC WA S     -   187,020.509   245,347.262   MT  0.99993683   -2 25 53.5
 SC2617;SPC WA S     -   613,583.12    804,943.48   sFT  0.99993683   -2 25 53.5
 SC2617;UTM  10      - 5,201,876.816   435,536.701   MT  0.99965107   -0 37 10.0
 SC2617
 SC2617                          SUPERSEDED SURVEY CONTROL
 SC2617
 SC2617  NAD 83(1986)-  46 58 02.21280(N)    123 50 50.64304(W) AD(       ) 4
 SC2617  NAD 27      -  46 58 02.88700(N)    123 50 46.03300(W) AD(       ) 3
 SC2617
 SC2617.Superseded values are not recommended for survey control.
 SC2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2617.See file dsdata.txt to determine how the superseded data were derived.
 SC2617
 SC2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3553701877(NAD 83)
 SC2617
 SC2617  HISTORY     - Date     Condition        Report By
 SC2617  HISTORY     - 1940     MONUMENTED       CGS
 SC2617  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2617
 SC2617                          STATION DESCRIPTION
 SC2617
 SC2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2617'A TALL BLACK IRON STACK AT HARBOR PLYWOOD COMPANY, ABERDEEN.
 SC2617
 SC2617                          STATION RECOVERY (1952)
 SC2617
 SC2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2617'THE STACK HAS BEEN DISMANTLED AND THE STATION IS DESTROYED.
 SC2617'
 SC2617'IT IS SHOWN ON PAGE 738 OF THE LIST OF GEOGRAPHIC POSITIONS, BUT ON
 SC2617'PAGE 13 OF THE LITHOGRAPH IT IS SHOWN AS WOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2621 ***********************************************************************
 SC2621  DESIGNATION -  ABERDEEN HARBOR PLYWOOD CO TK
 SC2621  PID         -  SC2621
 SC2621  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2621  USGS QUAD   -  ABERDEEN (1994)
 SC2621
 SC2621                         *CURRENT SURVEY CONTROL
 SC2621  ___________________________________________________________________
 SC2621* NAD 83(1991)-  46 58 00.09230(N)    123 50 55.72374(W)     ADJUSTED  
 SC2621* NAVD 88     -                                                        
 SC2621  ___________________________________________________________________
 SC2621  LAPLACE CORR-          11.70  (seconds)                    DEFLEC99
 SC2621  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 SC2621
 SC2621  HORZ ORDER  -  THIRD
 SC2621
 SC2621.The horizontal coordinates were established by classical geodetic methods
 SC2621.and adjusted by the National Geodetic Survey in December 1991..
 SC2621
 SC2621
 SC2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2621
 SC2621.The geoid height was determined by GEOID03.
 SC2621
 SC2621;                    North         East     Units Scale Factor Converg.
 SC2621;SPC WA S     -   186,959.510   245,237.180   MT  0.99993676   -2 25 57.2
 SC2621;SPC WA S     -   613,382.99    804,582.31   sFT  0.99993676   -2 25 57.2
 SC2621;UTM  10      - 5,201,812.386   435,428.634   MT  0.99965124   -0 37 13.7
 SC2621
 SC2621                          SUPERSEDED SURVEY CONTROL
 SC2621
 SC2621  NAD 83(1986)-  46 58 00.08782(N)    123 50 55.72359(W) AD(       ) 4
 SC2621  NAD 27      -  46 58 00.75900(N)    123 50 51.11400(W) AD(       ) 3
 SC2621
 SC2621.Superseded values are not recommended for survey control.
 SC2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2621.See file dsdata.txt to determine how the superseded data were derived.
 SC2621
 SC2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3542901812(NAD 83)
 SC2621
 SC2621  HISTORY     - Date     Condition        Report By
 SC2621  HISTORY     - 1940     MONUMENTED       CGS
 SC2621  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2621  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SC2621  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2621
 SC2621                          STATION DESCRIPTION
 SC2621
 SC2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2621'A TALL WOODEN WATER TANK, GREEN ROOF, ON SCAFFOLD, AT HARBOR PLYWOOD
 SC2621'COMPANY, ABERDEEN.  NEWLY CONSTRUCTED.
 SC2621
 SC2621                          STATION RECOVERY (1952)
 SC2621
 SC2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2621'THE STATION WAS RECOVERED.  IT IS SHOWN ON PAGE 738 OF THE LIST OF
 SC2621'GEOGRAPHIC POSITIONS, BUT ON PAGE 13 OF THE LITHOGRAPH IT IS SHOWN
 SC2621'AS GREEN.
 SC2621'
 SC2621'STATION IS LOCATED AT ABERDEEN, ABOUT 1-1/2 MILES SW OF THE
 SC2621'BUSINESS DISTRICT, ON THE N SIDE OF CHEHALIS RIVER, NEAR THE W CITY
 SC2621'LIMITS, AT THE FOOT OF OAK STREET, ABOUT ON AN EXTENSION OF THIS
 SC2621'STREET, AT THE HARBOR PLYWOOD CORP. MILL, AT THE W EDGE OF THE
 SC2621'PLANT, ABOUT 200 FEET SW OF THE W END OF THE MAIN BUILDING, AND
 SC2621'ABOUT 125 FEET NW OF THE W BUILDNG.  IT IS A WOOD TANK WITH A
 SC2621'CONICAL TOP WITH A FINIAL AND A BALL AT THE TOP, SUPPORTED ON A
 SC2621'WOOD SCAFFOLD, AND IS ABOUT 50 FEET HIGH.  THE TANK IS UNPAINTED
 SC2621'AND APPEARS BLACK FROM A DISTANCE.
 SC2621'
 SC2621'A COMPANY OFFICIAL SAYS THAT THE TANK IS CONDEMNED AND WILL BE
 SC2621'DISMANTLED IN THE NEAR FUTURE.
 SC2621
 SC2621                          STATION RECOVERY (1956)
 SC2621
 SC2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HGC)
 SC2621'NOT RECOVERED.  THE RECOVERY NOTE BY C.W.C. IN 1952 STATED THAT THE
 SC2621'TANK WAS CONDEMNED AND IS TO BE DISMANTLED IN THE FUTURE.
 SC2621'
 SC2621'THE TANK COULD NOT BE FOUND AND THE STATION IS BELIEVED TO BE LOST.
 SC2621
 SC2621                          STATION RECOVERY (1957)
 SC2621
 SC2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2621'STATION DESTROYED.  THIS TANK HAD BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2611 ***********************************************************************
 SC2611  DESIGNATION -  ABERDEEN HULBERT MILL TANK
 SC2611  PID         -  SC2611
 SC2611  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2611  USGS QUAD   -  ABERDEEN (1994)
 SC2611
 SC2611                         *CURRENT SURVEY CONTROL
 SC2611  ___________________________________________________________________
 SC2611* NAD 83(1991)-  46 57 45.12815(N)    123 49 59.59266(W)     ADJUSTED  
 SC2611* NAVD 88     -                                                        
 SC2611  ___________________________________________________________________
 SC2611  LAPLACE CORR-          11.43  (seconds)                    DEFLEC99
 SC2611  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SC2611
 SC2611  HORZ ORDER  -  THIRD
 SC2611
 SC2611.The horizontal coordinates were established by classical geodetic methods
 SC2611.and adjusted by the National Geodetic Survey in December 1991..
 SC2611
 SC2611
 SC2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2611
 SC2611.The geoid height was determined by GEOID03.
 SC2611
 SC2611;                    North         East     Units Scale Factor Converg.
 SC2611;SPC WA S     -   186,447.607   246,403.120   MT  0.99993628   -2 25 16.5
 SC2611;SPC WA S     -   611,703.52    808,407.57   sFT  0.99993628   -2 25 16.5
 SC2611;UTM  10      - 5,201,337.745   436,609.840   MT  0.99964939   -0 36 32.5
 SC2611
 SC2611                          SUPERSEDED SURVEY CONTROL
 SC2611
 SC2611  NAD 83(1986)-  46 57 45.12389(N)    123 49 59.59210(W) AD(       ) 4
 SC2611  NAD 27      -  46 57 45.79300(N)    123 49 54.98500(W) AD(       ) 3
 SC2611
 SC2611.Superseded values are not recommended for survey control.
 SC2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2611.See file dsdata.txt to determine how the superseded data were derived.
 SC2611
 SC2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3661001338(NAD 83)
 SC2611
 SC2611  HISTORY     - Date     Condition        Report By
 SC2611  HISTORY     - 1940     MONUMENTED       CGS
 SC2611  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2611  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2611
 SC2611                          STATION DESCRIPTION
 SC2611
 SC2611'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2611'THE FINIAL ATOP A DARK WOODEN WATER TANK, ON SCAFFOLD, AT HULBERT
 SC2611'MILL, ABERDEEN.  CLOSE TO BEEHIVE BURNER.
 SC2611
 SC2611                          STATION RECOVERY (1952)
 SC2611
 SC2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2611'THE STATION WAS RECOVERED.
 SC2611'
 SC2611'STATION IS LOCATED AT ABERDEEN, ABOUT 1 MILE SW OF THE BUSINESS
 SC2611'DISTRICT, ON THE N SIDE OF CHEHALIS RIVER, AT THE SE CORNER OF COW
 SC2611'POINT, AT THE SW END OF WEST HERON STREET, AT THE AMERICAN MILL
 SC2611'CO. (FORMERLY CALLED HULBERT MILL) MILL, AT THE SE CORNER OF THE
 SC2611'MILL, AND ABOUT 200 FEET S OF A LARGE BRICK BURNER.  IT IS A WOOD
 SC2611'TANK WITH A CONICAL TOP AND FINIAL, AND IS ABOUT 100 FEET HIGH.
 SC2611'THE STATION IS THE FINIAL.
 SC2611
 SC2611                          STATION RECOVERY (1957)
 SC2611
 SC2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2611'STATION RECOVERED IN POOR CONDITION.  TANK HAS NOT BEEN USED FOR
 SC2611'QUITE SOMETIME AND THE CARETAKER OF THE PLANT STATES THE TANK WILL
 SC2611'PROBABLY BE REMOVED WITHIN THE NEXT YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2580 ***********************************************************************
 SC2580  DESIGNATION -  ABERDEEN MC DERMOTH SCH CUPOLA
 SC2580  PID         -  SC2580
 SC2580  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2580  USGS QUAD   -  ABERDEEN (1994)
 SC2580
 SC2580                         *CURRENT SURVEY CONTROL
 SC2580  ___________________________________________________________________
 SC2580* NAD 83(1991)-  46 58 37.39981(N)    123 49 24.11558(W)     ADJUSTED  
 SC2580* NAVD 88     -                                                        
 SC2580  ___________________________________________________________________
 SC2580  LAPLACE CORR-          10.80  (seconds)                    DEFLEC99
 SC2580  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SC2580
 SC2580  HORZ ORDER  -  THIRD
 SC2580
 SC2580.The horizontal coordinates were established by classical geodetic methods
 SC2580.and adjusted by the National Geodetic Survey in December 1991..
 SC2580
 SC2580
 SC2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2580
 SC2580.The geoid height was determined by GEOID03.
 SC2580
 SC2580;                    North         East     Units Scale Factor Converg.
 SC2580;SPC WA S     -   188,028.618   247,220.427   MT  0.99993798   -2 24 50.7
 SC2580;SPC WA S     -   616,890.56    811,089.02   sFT  0.99993798   -2 24 50.7
 SC2580;UTM  10      - 5,202,943.347   437,376.522   MT  0.99964820   -0 36 07.1
 SC2580
 SC2580                          SUPERSEDED SURVEY CONTROL
 SC2580
 SC2580  NAD 83(1986)-  46 58 37.39608(N)    123 49 24.11557(W) AD(       ) 4
 SC2580  NAD 27      -  46 58 38.06400(N)    123 49 19.51000(W) AD(       ) 3
 SC2580
 SC2580.Superseded values are not recommended for survey control.
 SC2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2580.See file dsdata.txt to determine how the superseded data were derived.
 SC2580
 SC2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3737702943(NAD 83)
 SC2580
 SC2580  HISTORY     - Date     Condition        Report By
 SC2580  HISTORY     - 1952     MONUMENTED       CGS
 SC2580  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SC2580
 SC2580                          STATION DESCRIPTION
 SC2580
 SC2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2580'AT ABERDEEN, ON THE SOUTHWEST SIDE OF NORTH K STREET BETWEEN WEST
 SC2580'THIRD STREET AND WEST FOURTH STREET, AT CHARLES MC DERMOTH
 SC2580'SCHOOL.  THE STATION IS THE BASE OF THE FINIAL ON THE CUPOLA.
 SC2580'
 SC2580'THE SCHOOL IS A TWO-STORY RED BRICK BUILDING WITH A SQUARE YELLOW
 SC2580'LOUVERED CUPOLA WITH A GREEN METAL DOME WITH FINIAL AND WEATHER
 SC2580'VANE AT THE CENTER OF THE RIDGE ROOF OF THE BUILDING.  THE TOP OF
 SC2580'THE CUPOLA IS ABOUT 10 FEET ABOVE THE ROOF AND ABOUT 35 FEET ABOVE
 SC2580'THE GROUND.  THE BUILDING WAS ERECTED IN 1930.
 SC2580
 SC2580                          STATION RECOVERY (1967)
 SC2580
 SC2580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SC2580'THIS STATION WAS RECOVERED AS DESCRIBED.
 SC2580'
 SC2580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2580'AT ABERDEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2625 ***********************************************************************
 SC2625  DESIGNATION -  ABERDEEN MUNICIPAL TANK
 SC2625  PID         -  SC2625
 SC2625  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2625  USGS QUAD   -  ABERDEEN (1994)
 SC2625
 SC2625                         *CURRENT SURVEY CONTROL
 SC2625  ___________________________________________________________________
 SC2625* NAD 83(1991)-  46 59 08.66392(N)    123 49 55.63001(W)     ADJUSTED  
 SC2625* NAVD 88     -                                                        
 SC2625  ___________________________________________________________________
 SC2625  LAPLACE CORR-          10.62  (seconds)                    DEFLEC99
 SC2625  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 SC2625
 SC2625  HORZ ORDER  -  THIRD
 SC2625
 SC2625.The horizontal coordinates were established by classical geodetic methods
 SC2625.and adjusted by the National Geodetic Survey in December 1991..
 SC2625
 SC2625
 SC2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2625
 SC2625.The geoid height was determined by GEOID03.
 SC2625
 SC2625;                    North         East     Units Scale Factor Converg.
 SC2625;SPC WA S     -   189,021.245   246,595.752   MT  0.99993903   -2 25 13.6
 SC2625;SPC WA S     -   620,147.20    809,039.56   sFT  0.99993903   -2 25 13.6
 SC2625;UTM  10      - 5,203,915.444   436,720.961   MT  0.99964921   -0 36 30.4
 SC2625
 SC2625                          SUPERSEDED SURVEY CONTROL
 SC2625
 SC2625  NAD 83(1986)-  46 59 08.66039(N)    123 49 55.63027(W) AD(       ) 4
 SC2625  NAD 27      -  46 59 09.32600(N)    123 49 51.03400(W) AD(       ) 3
 SC2625
 SC2625.Superseded values are not recommended for survey control.
 SC2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2625.See file dsdata.txt to determine how the superseded data were derived.
 SC2625
 SC2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3672103915(NAD 83)
 SC2625
 SC2625  HISTORY     - Date     Condition        Report By
 SC2625  HISTORY     - 1952     MONUMENTED       CGS
 SC2625  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2625
 SC2625                          STATION DESCRIPTION
 SC2625
 SC2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2625'AT ABERDEEN, ABOUT 1/2 MILE NORTHWEST OF THE BUSINESS SECTION, ON
 SC2625'THE HIGHEST POINT OF ONE OF THE HIGHEST HILLS IN ABERDEEN, ABOUT
 SC2625'ON THE EXTENSION OF THE NORTHEAST PROPERTY LINE OF NORTH K
 SC2625'STREET.  A STEEL WATER TANK PAINTED SILVER, WITH A CONICAL TOP
 SC2625'AND A BALL AT THE TIP, SUPPORTED BY FOUR STEEL LEGS PAINTED
 SC2625'BLACK, AND INSIDE A SMALL FENCED ENCLOSURE.  THE TANK IS ABOUT
 SC2625'130 FEET HIGH.  THE STATION IS THE BALL ON TOP.
 SC2625
 SC2625                          STATION RECOVERY (1953)
 SC2625
 SC2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SC2625'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 SC2625'EXCEPTION--A RED WARNING LIGHT HAS BEEN PLACED OVER THE BALL.  THIS
 SC2625'TANK WAS BUILT ALONGSIDE THE NORTH ABERDEEN WATER TANK IN 1949 AND
 SC2625'THE LATTER REMOVED.
 SC2625'
 SC2625'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2579 ***********************************************************************
 SC2579  DESIGNATION -  ABERDEEN N PAC RR BRIDGE HI LT
 SC2579  PID         -  SC2579
 SC2579  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2579  USGS QUAD   -  ABERDEEN (1994)
 SC2579
 SC2579                         *CURRENT SURVEY CONTROL
 SC2579  ___________________________________________________________________
 SC2579* NAD 83(1991)-  46 58 28.75431(N)    123 48 37.12802(W)     ADJUSTED  
 SC2579* NAVD 88     -                                                        
 SC2579  ___________________________________________________________________
 SC2579  LAPLACE CORR-          10.76  (seconds)                    DEFLEC99
 SC2579  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 SC2579
 SC2579  HORZ ORDER  -  THIRD
 SC2579
 SC2579.The horizontal coordinates were established by classical geodetic methods
 SC2579.and adjusted by the National Geodetic Survey in December 1991..
 SC2579
 SC2579
 SC2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2579
 SC2579.The geoid height was determined by GEOID03.
 SC2579
 SC2579;                    North         East     Units Scale Factor Converg.
 SC2579;SPC WA S     -   187,720.144   248,201.403   MT  0.99993769   -2 24 16.6
 SC2579;SPC WA S     -   615,878.51    814,307.44   sFT  0.99993769   -2 24 16.6
 SC2579;UTM  10      - 5,202,666.129   438,366.473   MT  0.99964669   -0 35 32.6
 SC2579
 SC2579                          SUPERSEDED SURVEY CONTROL
 SC2579
 SC2579  NAD 83(1986)-  46 58 28.75067(N)    123 48 37.12767(W) AD(       ) 4
 SC2579  NAD 27      -  46 58 29.41900(N)    123 48 32.52600(W) AD(       ) 3
 SC2579
 SC2579.Superseded values are not recommended for survey control.
 SC2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2579.See file dsdata.txt to determine how the superseded data were derived.
 SC2579
 SC2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3836602666(NAD 83)
 SC2579
 SC2579  HISTORY     - Date     Condition        Report By
 SC2579  HISTORY     - 1941     MONUMENTED       CGS
 SC2579  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2579
 SC2579                          STATION DESCRIPTION
 SC2579
 SC2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (CP)
 SC2579'THE LIGHT ON THE NORTHERN PACIFIC RAILROAD BRIDGE OVER THE
 SC2579'WISHKAH RIVER IN ABERDEEN, WASHINGTON.  THE LIGHT IS OVER THE
 SC2579'CONTROL TOWER OF THE DRAWBRIDGE AND IS THE HIGHEST LIGHT ON THE
 SC2579'BRIDGE.
 SC2579
 SC2579                          STATION RECOVERY (1952)
 SC2579
 SC2579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2579'THE STATION WAS RECOVERED.
 SC2579'
 SC2579'STATION IS LOCATED AT ABERDEEN, AT THE E EDGE OF THE BUSINESS
 SC2579'DISTRICT, JUST ABOVE THE MOUTH OF WISHKAH RIVER, ON THE NORTHERN
 SC2579'PACIFIC RAILWAY BRIDGE OVER THE RIVER, ON A STANDARD WHICH IS
 SC2579'ABOUT 5 FEET ABOVE THE CONTROL TOWER AT THE CENTER OF THE SWING
 SC2579'SPAN, AND ABOUT 45 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2631 ***********************************************************************
 SC2631  DESIGNATION -  ABERDEEN OUR SAVIORS LUTH CH
 SC2631  PID         -  SC2631
 SC2631  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2631  USGS QUAD   -  ABERDEEN (1994)
 SC2631
 SC2631                         *CURRENT SURVEY CONTROL
 SC2631  ___________________________________________________________________
 SC2631* NAD 83(1991)-  46 58 43.17539(N)    123 49 15.96551(W)     ADJUSTED  
 SC2631* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SC2631  ___________________________________________________________________
 SC2631  LAPLACE CORR-          10.73  (seconds)                    DEFLEC99
 SC2631  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 SC2631
 SC2631  HORZ ORDER  -  THIRD
 SC2631
 SC2631.The horizontal coordinates were established by classical geodetic methods
 SC2631.and adjusted by the National Geodetic Survey in December 1991..
 SC2631
 SC2631.The orthometric height was scaled from a topographic map.
 SC2631
 SC2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2631
 SC2631.The geoid height was determined by GEOID03.
 SC2631
 SC2631;                    North         East     Units Scale Factor Converg.
 SC2631;SPC WA S     -   188,199.550   247,400.028   MT  0.99993817   -2 24 44.8
 SC2631;SPC WA S     -   617,451.36    811,678.26   sFT  0.99993817   -2 24 44.8
 SC2631;UTM  10      - 5,203,119.821   437,550.577   MT  0.99964793   -0 36 01.2
 SC2631
 SC2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2631!SPC WA S     -   1.00000286  x   0.99993817  =   0.99994103
 SC2631!UTM  10      -   1.00000286  x   0.99964793  =   0.99965079
 SC2631
 SC2631                          SUPERSEDED SURVEY CONTROL
 SC2631
 SC2631  NAD 83(1986)-  46 58 43.17164(N)    123 49 15.96589(W) AD(       ) 4
 SC2631  NAD 27      -  46 58 43.83900(N)    123 49 11.36100(W) AD(       ) 3
 SC2631
 SC2631.Superseded values are not recommended for survey control.
 SC2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2631.See file dsdata.txt to determine how the superseded data were derived.
 SC2631
 SC2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3755103120(NAD 83)
 SC2631_MARKER: 89 = SPIRE
 SC2631_SETTING: 0 = UNSPECIFIED SETTING
 SC2631_MARK LOGO: CGS   
 SC2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC2631+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1990
 SC2631
 SC2631  HISTORY     - Date     Condition        Report By
 SC2631  HISTORY     - 1952     FIRST OBSERVED   CGS
 SC2631  HISTORY     - 1952     GOOD             CGS
 SC2631  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SC2631  HISTORY     - 19900105 GOOD             MGSINC
 SC2631
 SC2631                          STATION DESCRIPTION
 SC2631
 SC2631'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2631'AT ABERDEEN, AT THE SOUTH CORNER OF NORTH I STREET AND EAST FOURTH
 SC2631'STREET, ON OUR SAVIORS LUTHERAN CHURCH.  THE STATION IS THE BASE
 SC2631'OF THE CROSS ON THE SPIRE.
 SC2631'
 SC2631'THE CHURCH IS A WHITE STUCCO BUILDING WITH A SQUARE BELL TOWER AT
 SC2631'THE NORTH CORNER.  THE BELL TOWER HAS NARROW LOUVERS ON EACH SIDE
 SC2631'AND IS SURMOUNTED BY A GREEN SPIRE WITH A GOLD CROSS ON TOP.  THE
 SC2631'TOWER IS ABOUT 60 FEET HIGH.  THE CHURCH WAS ERECTED IN 1924.
 SC2631
 SC2631                          STATION RECOVERY (1952)
 SC2631
 SC2631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 SC2631'RECOVERED IN GOOD CONDITION.
 SC2631
 SC2631                          STATION RECOVERY (1967)
 SC2631
 SC2631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SC2631'THIS STATION WAS RECOVERED AS DESCRIBED
 SC2631'
 SC2631'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2631'AT ABERDEEN.
 SC2631
 SC2631                          STATION RECOVERY (1990)
 SC2631
 SC2631'RECOVERY NOTE BY MINISTER AND GLAESER 1990
 SC2631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2641 ***********************************************************************
 SC2641  DESIGNATION -  ABERDEEN PIONEER SIGN DOTTED I
 SC2641  PID         -  SC2641
 SC2641  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2641  USGS QUAD   -  ABERDEEN (1994)
 SC2641
 SC2641                         *CURRENT SURVEY CONTROL
 SC2641  ___________________________________________________________________
 SC2641* NAD 83(1991)-  46 58 47.19156(N)    123 48 16.12973(W)     ADJUSTED  
 SC2641* NAVD 88     -                                                        
 SC2641  ___________________________________________________________________
 SC2641  LAPLACE CORR-          10.75  (seconds)                    DEFLEC99
 SC2641  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 SC2641
 SC2641  HORZ ORDER  -  THIRD
 SC2641
 SC2641.The horizontal coordinates were established by classical geodetic methods
 SC2641.and adjusted by the National Geodetic Survey in December 1991..
 SC2641
 SC2641
 SC2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2641
 SC2641.The geoid height was determined by GEOID03.
 SC2641
 SC2641;                    North         East     Units Scale Factor Converg.
 SC2641;SPC WA S     -   188,270.360   248,668.663   MT  0.99993831   -2 24 01.3
 SC2641;SPC WA S     -   617,683.67    815,840.44   sFT  0.99993831   -2 24 01.3
 SC2641;UTM  10      - 5,203,230.682   438,815.969   MT  0.99964601   -0 35 17.5
 SC2641
 SC2641                          SUPERSEDED SURVEY CONTROL
 SC2641
 SC2641  NAD 83(1986)-  46 58 47.18807(N)    123 48 16.12910(W) AD(       ) 4
 SC2641  NAD 27      -  46 58 47.85400(N)    123 48 11.52800(W) AD(       ) 3
 SC2641
 SC2641.Superseded values are not recommended for survey control.
 SC2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2641.See file dsdata.txt to determine how the superseded data were derived.
 SC2641
 SC2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3881603231(NAD 83)
 SC2641
 SC2641  HISTORY     - Date     Condition        Report By
 SC2641  HISTORY     - 1940     MONUMENTED       CGS
 SC2641  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2641
 SC2641                          STATION DESCRIPTION
 SC2641
 SC2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2641'THE DOT OVER THE LETTER I ON THE SIGN PIONEER, ON THE HILL JUST E
 SC2641'OF THE WISHKAH RIVER, ABERDEEN.
 SC2641
 SC2641                          STATION RECOVERY (1952)
 SC2641
 SC2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2641'THE STATION WAS NOT RECOVERED.
 SC2641'
 SC2641'THERE IS NO EVIDENCE OF THE SIGN DESCRIBED AT THE POSITION OF
 SC2641'THIS STATION.  THERE IS A SIGN IN THE VICINITY AND IT MAY BE THE
 SC2641'SAME SIGN REPAINTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2590 ***********************************************************************
 SC2590  DESIGNATION -  ABERDEEN RADIO STA KBKW MAST
 SC2590  PID         -  SC2590
 SC2590  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2590  USGS QUAD   -  ABERDEEN (1994)
 SC2590
 SC2590                         *CURRENT SURVEY CONTROL
 SC2590  ___________________________________________________________________
 SC2590* NAD 83(1991)-  46 58 32.11684(N)    123 48 36.72242(W)     ADJUSTED  
 SC2590* NAVD 88     -                                                        
 SC2590  ___________________________________________________________________
 SC2590  LAPLACE CORR-          10.75  (seconds)                    DEFLEC99
 SC2590  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 SC2590
 SC2590  HORZ ORDER  -  THIRD
 SC2590
 SC2590.The horizontal coordinates were established by classical geodetic methods
 SC2590.and adjusted by the National Geodetic Survey in December 1991..
 SC2590
 SC2590
 SC2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2590
 SC2590.The geoid height was determined by GEOID03.
 SC2590
 SC2590;                    North         East     Units Scale Factor Converg.
 SC2590;SPC WA S     -   187,823.524   248,214.324   MT  0.99993780   -2 24 16.3
 SC2590;SPC WA S     -   616,217.68    814,349.83   sFT  0.99993780   -2 24 16.3
 SC2590;UTM  10      - 5,202,769.836   438,376.116   MT  0.99964667   -0 35 32.4
 SC2590
 SC2590                          SUPERSEDED SURVEY CONTROL
 SC2590
 SC2590  NAD 83(1986)-  46 58 32.11315(N)    123 48 36.72188(W) AD(       ) 4
 SC2590  NAD 27      -  46 58 32.77900(N)    123 48 32.12400(W) AD(       ) 3
 SC2590
 SC2590.Superseded values are not recommended for survey control.
 SC2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2590.See file dsdata.txt to determine how the superseded data were derived.
 SC2590
 SC2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3837602770(NAD 83)
 SC2590
 SC2590  HISTORY     - Date     Condition        Report By
 SC2590  HISTORY     - 1952     MONUMENTED       CGS
 SC2590
 SC2590                          STATION DESCRIPTION
 SC2590
 SC2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2590'AT ABERDEEN, AT THE EAST EDGE OF THE BUSINESS SECTION, ABOUT 80
 SC2590'FEET NORTHEAST OF THE NORTHEAST BANK OF THE WISHKAH RIVER, ABOUT
 SC2590'200 FEET SOUTH OF EAST HERON STREET, ABOUT 175 FEET NORTHWEST OF
 SC2590'THE NORTHERN PACIFIC RAILWAY TRACK, ABOUT ON LINE WITH THE
 SC2590'SOUTHEAST CURB OF STATE STREET WEST OF THE RIVER, AT THE
 SC2590'AMERICAN BROADCASTING CO. RADIO STATION KBKW AND ABOUT 100 FEET
 SC2590'SOUTH OF THE TRANSMITTER BUILDING, ON A VERTICAL MAST ABOUT 150
 SC2590'FEET HIGH.  THE STATION IS A RED AIRCRAFT WARNING LIGHT ON TOP OF
 SC2590'THE MAST.  THE MAST IS TRIANGULAR IN CROSS SECTION AND
 SC2590'ABOUT 15 INCHES WIDE AND IS PAINTED IN ALTERNATE ORANGE AND WHITE
 SC2590'BANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2758 ***********************************************************************
 SC2758  DESIGNATION -  ABERDEEN REACH RNG K FRT LT
 SC2758  PID         -  SC2758
 SC2758  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2758  USGS QUAD   -  ABERDEEN (1994)
 SC2758
 SC2758                         *CURRENT SURVEY CONTROL
 SC2758  ___________________________________________________________________
 SC2758* NAD 83(1991)-  46 57 06.27609(N)    123 50 49.90924(W)     ADJUSTED  
 SC2758* NAVD 88     -        12.7    (meters)      42.     (feet)  VERTCON   
 SC2758  ___________________________________________________________________
 SC2758  X           -  -2,429,324.529 (meters)                     COMP
 SC2758  Y           -  -3,622,423.149 (meters)                     COMP
 SC2758  Z           -   4,638,095.608 (meters)                     COMP
 SC2758  LAPLACE CORR-          12.08  (seconds)                    DEFLEC99
 SC2758  ELLIP HEIGHT-         -12.05  (meters)          (12/09/91) GPS OBS
 SC2758  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 SC2758
 SC2758  HORZ ORDER  -  THIRD
 SC2758  ELLP ORDER  -  FOURTH    CLASS I
 SC2758
 SC2758.The horizontal coordinates were established by classical geodetic methods
 SC2758.and adjusted by the National Geodetic Survey in December 1991..
 SC2758.No horizontal observational check was made to the station.
 SC2758
 SC2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2758
 SC2758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2758
 SC2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2758
 SC2758.The ellipsoidal height was determined by GPS observations
 SC2758.and is referenced to NAD 83.
 SC2758
 SC2758.The geoid height was determined by GEOID03.
 SC2758
 SC2758;                    North         East     Units Scale Factor Converg.
 SC2758;SPC WA S     -   185,294.022   245,289.482   MT  0.99993505   -2 25 53.0
 SC2758;SPC WA S     -   607,918.80    804,753.91   sFT  0.99993505   -2 25 53.0
 SC2758;UTM  10      - 5,200,149.858   435,533.548   MT  0.99965108   -0 37 08.9
 SC2758
 SC2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2758!SPC WA S     -   1.00000189  x   0.99993505  =   0.99993694
 SC2758!UTM  10      -   1.00000189  x   0.99965108  =   0.99965297
 SC2758
 SC2758                          SUPERSEDED SURVEY CONTROL
 SC2758
 SC2758  NAD 83(1986)-  46 57 06.26797(N)    123 50 49.90748(W) AD(       ) 3
 SC2758  NGVD 29 (05/23/89)   11.6    (m)           38.     (f) GPS OBS        
 SC2758
 SC2758.Superseded values are not recommended for survey control.
 SC2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2758.See file dsdata.txt to determine how the superseded data were derived.
 SC2758
 SC2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3553400150(NAD 83)
 SC2758_MARKER: 15 = RANGE MARKER
 SC2758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2758+SATELLITE: SATELLITE OBSERVATIONS - 1985
 SC2758
 SC2758  HISTORY     - Date     Condition        Report By
 SC2758  HISTORY     - 1985     FIRST OBSERVED   NOS
 SC2758
 SC2758                          STATION DESCRIPTION
 SC2758
 SC2758'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (RBM)
 SC2758'THE STATION IS LOCATED AT THE JUNCTION OF THE NORTH AND SOUTH
 SC2758'CHANNELS OF GRAYS HARBOR JUST SOUTH OF COW POINT IN ABERDEEN,
 SC2758'WASHINGTON.
 SC2758'
 SC2758'TO REACH THE STATION FROM THE BOAT LAUNCH IN COSMOPOLIS, WASHINGTON
 SC2758'HEAD DOWNSTREAM ABOUT 3.8 NAUTICAL MILES TO THE STATION.
 SC2758'
 SC2758'THE STATION IS THE TOP CENTER OF THE WHITE LIGHT ATOP THE WOOD
 SC2758'PILING STRUCTURE ABOUT 15 FEET ABOUVE THE WATER. THE STRUCTURE SITS
 SC2758'IN ABOUT 6 FEET OF WATER. THIS RANGE STRUCTURE ALSO SERVES AS THE
 SC2758'FRONT RANGE FOR COW POINT REACH RANGE G. THE STRUCTURE HAS 2 RED
 SC2758'RECTANGULAR SHAPED DAYBOARDS WITH CENTRAL BLACK VERTICLE STRIPES.
 SC2758'
 SC2758'DESCRIBED BY MJM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2759 ***********************************************************************
 SC2759  DESIGNATION -  ABERDEEN REACH RNG L FRT LT
 SC2759  PID         -  SC2759
 SC2759  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2759  USGS QUAD   -  ABERDEEN (1994)
 SC2759
 SC2759                         *CURRENT SURVEY CONTROL
 SC2759  ___________________________________________________________________
 SC2759* NAD 83(1991)-  46 58 29.32941(N)    123 48 17.12742(W)     ADJUSTED  
 SC2759* NAVD 88     -        10.9    (meters)      36.     (feet)  VERTCON   
 SC2759  ___________________________________________________________________
 SC2759  X           -  -2,425,597.066 (meters)                     COMP
 SC2759  Y           -  -3,622,662.878 (meters)                     COMP
 SC2759  Z           -   4,639,844.644 (meters)                     COMP
 SC2759  LAPLACE CORR-          10.75  (seconds)                    DEFLEC99
 SC2759  ELLIP HEIGHT-         -13.84  (meters)          (12/09/91) GPS OBS
 SC2759  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 SC2759
 SC2759  HORZ ORDER  -  THIRD
 SC2759  ELLP ORDER  -  FOURTH    CLASS I
 SC2759
 SC2759.The horizontal coordinates were established by classical geodetic methods
 SC2759.and adjusted by the National Geodetic Survey in December 1991..
 SC2759
 SC2759.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2759
 SC2759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2759
 SC2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2759
 SC2759.The ellipsoidal height was determined by GPS observations
 SC2759.and is referenced to NAD 83.
 SC2759
 SC2759.The geoid height was determined by GEOID03.
 SC2759
 SC2759;                    North         East     Units Scale Factor Converg.
 SC2759;SPC WA S     -   187,720.166   248,624.494   MT  0.99993771   -2 24 02.0
 SC2759;SPC WA S     -   615,878.58    815,695.53   sFT  0.99993771   -2 24 02.0
 SC2759;UTM  10      - 5,202,679.527   438,789.230   MT  0.99964605   -0 35 18.0
 SC2759
 SC2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2759!SPC WA S     -   1.00000217  x   0.99993771  =   0.99993988
 SC2759!UTM  10      -   1.00000217  x   0.99964605  =   0.99964822
 SC2759
 SC2759                          SUPERSEDED SURVEY CONTROL
 SC2759
 SC2759  NAD 83(1986)-  46 58 29.32124(N)    123 48 17.12576(W) AD(       ) 3
 SC2759  NGVD 29 (05/23/89)    9.8    (m)           32.     (f) GPS OBS        
 SC2759
 SC2759.Superseded values are not recommended for survey control.
 SC2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2759.See file dsdata.txt to determine how the superseded data were derived.
 SC2759
 SC2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3878902680(NAD 83)
 SC2759_MARKER: 15 = RANGE MARKER
 SC2759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2759+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1986
 SC2759
 SC2759  HISTORY     - Date     Condition        Report By
 SC2759  HISTORY     - 1985     FIRST OBSERVED   NOS
 SC2759  HISTORY     - 19860121 GOOD
 SC2759
 SC2759                          STATION DESCRIPTION
 SC2759
 SC2759'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (RBM)
 SC2759'DESCRIBED BY RBM.
 SC2759
 SC2759                          STATION RECOVERY (1986)
 SC2759
 SC2759'RECOVERED 1986
 SC2759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2760 ***********************************************************************
 SC2760  DESIGNATION -  ABERDEEN REACH RNG L REAR LT
 SC2760  PID         -  SC2760
 SC2760  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2760  USGS QUAD   -  ABERDEEN (1994)
 SC2760
 SC2760                         *CURRENT SURVEY CONTROL
 SC2760  ___________________________________________________________________
 SC2760* NAD 83(1991)-  46 58 36.39298(N)    123 48 04.81684(W)     ADJUSTED  
 SC2760* NAVD 88     -        20.5    (meters)      67.     (feet)  VERTCON   
 SC2760  ___________________________________________________________________
 SC2760  X           -  -2,425,295.772 (meters)                     COMP
 SC2760  Y           -  -3,622,680.560 (meters)                     COMP
 SC2760  Z           -   4,640,000.477 (meters)                     COMP
 SC2760  LAPLACE CORR-          10.78  (seconds)                    DEFLEC99
 SC2760  ELLIP HEIGHT-          -4.26  (meters)          (12/09/91) GPS OBS
 SC2760  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SC2760
 SC2760  HORZ ORDER  -  THIRD
 SC2760  ELLP ORDER  -  FOURTH    CLASS I
 SC2760
 SC2760.The horizontal coordinates were established by classical geodetic methods
 SC2760.and adjusted by the National Geodetic Survey in December 1991..
 SC2760
 SC2760.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2760
 SC2760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2760
 SC2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2760
 SC2760.The ellipsoidal height was determined by GPS observations
 SC2760.and is referenced to NAD 83.
 SC2760
 SC2760.The geoid height was determined by GEOID03.
 SC2760
 SC2760;                    North         East     Units Scale Factor Converg.
 SC2760;SPC WA S     -   187,927.197   248,893.580   MT  0.99993795   -2 23 53.1
 SC2760;SPC WA S     -   616,557.81    816,578.35   sFT  0.99993795   -2 23 53.1
 SC2760;UTM  10      - 5,202,894.901   439,051.557   MT  0.99964565   -0 35 09.1
 SC2760
 SC2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2760!SPC WA S     -   1.00000067  x   0.99993795  =   0.99993862
 SC2760!UTM  10      -   1.00000067  x   0.99964565  =   0.99964632
 SC2760
 SC2760                          SUPERSEDED SURVEY CONTROL
 SC2760
 SC2760  NAD 83(1986)-  46 58 36.38481(N)    123 48 04.81518(W) AD(       ) 3
 SC2760  NGVD 29 (05/23/89)   19.4    (m)           64.     (f) GPS OBS        
 SC2760
 SC2760.Superseded values are not recommended for survey control.
 SC2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2760.See file dsdata.txt to determine how the superseded data were derived.
 SC2760
 SC2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3905202895(NAD 83)
 SC2760_MARKER: 15 = RANGE MARKER
 SC2760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2760+SATELLITE: SATELLITE OBSERVATIONS - 1985
 SC2760
 SC2760  HISTORY     - Date     Condition        Report By
 SC2760  HISTORY     - 1985     FIRST OBSERVED   NOS
 SC2760
 SC2760                          STATION DESCRIPTION
 SC2760
 SC2760'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (RBM)
 SC2760'DESCRIBED BY RBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2591 ***********************************************************************
 SC2591  DESIGNATION -  ABERDEEN RESET
 SC2591  PID         -  SC2591
 SC2591  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2591  USGS QUAD   -  ABERDEEN (1994)
 SC2591
 SC2591                         *CURRENT SURVEY CONTROL
 SC2591  ___________________________________________________________________
 SC2591* NAD 83(1991)-  46 59 15.32667(N)    123 47 43.93649(W)     ADJUSTED  
 SC2591* NAVD 88     -         6.85   (+/-2cm)      22.5    (feet)  VERTCON   
 SC2591  ___________________________________________________________________
 SC2591  LAPLACE CORR-          10.92  (seconds)                    DEFLEC99
 SC2591  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 SC2591
 SC2591  HORZ ORDER  -  THIRD
 SC2591  VERT ORDER  -  THIRD ? (See Below)
 SC2591
 SC2591.The horizontal coordinates were established by classical geodetic methods
 SC2591.and adjusted by the National Geodetic Survey in December 1991..
 SC2591
 SC2591.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2591.The vertical order pertains to the NGVD 29 superseded value.
 SC2591
 SC2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2591
 SC2591.The geoid height was determined by GEOID03.
 SC2591
 SC2591;                    North         East     Units Scale Factor Converg.
 SC2591;SPC WA S     -   189,109.925   249,384.706   MT  0.99993926   -2 23 37.9
 SC2591;SPC WA S     -   620,438.15    818,189.66   sFT  0.99993926   -2 23 37.9
 SC2591;UTM  10      - 5,204,092.217   439,504.902   MT  0.99964498   -0 34 54.2
 SC2591
 SC2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2591!SPC WA S     -   1.00000257  x   0.99993926  =   0.99994183
 SC2591!UTM  10      -   1.00000257  x   0.99964498  =   0.99964754
 SC2591
 SC2591|---------------------------------------------------------------------|
 SC2591| PID    Reference Object                     Distance      Geod. Az  |
 SC2591|                                                           dddmmss.s |
 SC2591| CE2886 ABERDEEN RM 1                         4.732 METERS 00426     |
 SC2591| AH6850 ABERDEEN RM 2                         8.880 METERS 07952     |
 SC2591| AH6853 ABERDEEN RM 5 PLUG                    6.982 METERS 10605     |
 SC2591| CE2887 ABERDEEN RM 3 PLUG                    6.760 METERS 16735     |
 SC2591| SC2651 VISTA                               APPROX. 4.1 KM 1865948.7 |
 SC2591| AH6852 ABERDEEN RM 3 PLUG                    6.776 METERS 23638     |
 SC2591| AH6851 ABERDEEN RM 4 PLUG                    5.279 METERS 28027     |
 SC2591| SC2594 ABERDEEN ANDERSON LMBR CO MAST       81.025 METERS 31053     |
 SC2591|---------------------------------------------------------------------|
 SC2591
 SC2591                          SUPERSEDED SURVEY CONTROL
 SC2591
 SC2591  NAD 83(1991)-  46 59 15.28114(N)    123 47 43.93542(W) AD(       ) 3
 SC2591  NAD 83(1986)-  46 59 15.32355(N)    123 47 43.93683(W) AD(       ) 3
 SC2591  NAD 27      -  46 59 15.98400(N)    123 47 39.29300(W) AD(       ) 3
 SC2591  NGVD 29 (07/19/86)    5.79   (m)           19.0    (f) LEVELING    3  
 SC2591
 SC2591.Superseded values are not recommended for survey control.
 SC2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2591.See file dsdata.txt to determine how the superseded data were derived.
 SC2591
 SC2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3950504092(NAD 83)
 SC2591_MARKER: DS = TRIANGULATION STATION DISK
 SC2591_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC2591_STAMPING: ABERDEEN USE 1939
 SC2591_MARK LOGO: CGS   
 SC2591_PROJECTION: FLUSH
 SC2591_MAGNETIC: P = MARKER IS A STEEL PIPE
 SC2591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC2591+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1985
 SC2591
 SC2591  HISTORY     - Date     Condition        Report By
 SC2591  HISTORY     - 1937     MONUMENTED       USE
 SC2591  HISTORY     - 1940     GOOD             CGS
 SC2591  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SC2591  HISTORY     - 1952     GOOD             CGS
 SC2591  HISTORY     - 1961     SEE DESCRIPTION  RAYONI
 SC2591  HISTORY     - 1974     GOOD             RAYONI
 SC2591  HISTORY     - 1978     GOOD             NGS
 SC2591  HISTORY     - 19850814 GOOD             WADT
 SC2591
 SC2591                          STATION DESCRIPTION
 SC2591
 SC2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LDG)
 SC2591'STATION IS ON THE NORTHEASTERN LIMITS OF THE CITY OF ABERDEEN,
 SC2591'WASHINGTON, ON E SIDE OF THE WISHKAH RIVER ABOUT 500 YARDS E OF
 SC2591'RANIER STREET, ON SE SHOULDER OF A STEEP HILL WHICH HAS BEEN LOGGED
 SC2591'OFF, ELEVATION ABOUT 425 FEET, AND IN CLEAR SPACE SURROUNDED BY
 SC2591'CLUSTER OF SECOND GROWTH, ABOUT 20 FEET NE OF A LARGE LOG.  MARKED
 SC2591'BY A CONCRETE-FILLED 4-INCH PIPE CONTAINING A STANDARD U.S.E.
 SC2591'DISK, THE MARK PROJECTING 5 INCHES ABOVE THE SURFACE.  IT WAS
 SC2591'ORIGINALLY ESTABLISHED BY THE U.S.E. IN 1937, CONSISTING OF
 SC2591'STANDARD DISK (U.S.E.) CENTER MARK AND THREE CONCRETE-FILLED 1
 SC2591'1/2-INCH PIPE REFERENCE MARKS WITH BRASS SCREWS MARKING THEIR
 SC2591'CENTERS.  IN 1939, THE PARTY OF W.M. SCAIFE ESTABLISHED TWO
 SC2591'STANDARD DISK (U.S.C. AND G.S.) REFERENCE MARKS, NO.1 AND NO.2,
 SC2591'BUT DID NOT OCCUPY THE STATION.  THIS PARTY OCCUPIED THE STATION AT
 SC2591'NIGHT, FAILING TO CUT IN AND MEASURE TWO OF THE IRON PIPE REFERENCE
 SC2591'MARKS ESTABLISHED BY THE U.S.E., AND ALSO FAILED TO CUT IN BUT
 SC2591'MEASURED REFERENCE MARK NO.2 ESTABLISHED BY THE PARTY OF W.M.
 SC2591'SCAIFE.  A COMPLETE DESCRIPTION INCORPORATING ALL KNOWN DATA
 SC2591'FOLLOWS--
 SC2591'
 SC2591'REFERENCE MARK NO.1 IS A CONCRETE-FILLED 4-INCH PIPE CONTAINING A
 SC2591'STANDARD U.S.C. AND G.S. REFERENCE MARK STAMPED ABERDEEN U.S.E. 1939.
 SC2591'THIS MARK WAS MEASURED BUT NOT CUT IN.
 SC2591'
 SC2591'REFERENCE MARK NO.2 IS A CONCRETE-FILLED 4-INCH IRON PIPE PROJECTING
 SC2591'2 1/2-INCHES AND CONTAINING A STANDARD U.S.C. AND G.S. REFERENCE
 SC2591'MARK STAMPED ABERDEEN U.S.E. 1939, NO.2.
 SC2591'
 SC2591'REFERENCE MARK NO.3 IS A CONCRETE-FILLED 1 1/2-INCH PIPE WITH A
 SC2591'BRASS SCREW MARKING ITS CENTER.  IT PROJECTS 3 INCHES ABOVE THE
 SC2591'SURFACE, AND IS NEAR THE S END OF THE LARGE LOG PREVIOUSLY MENTIONED.
 SC2591'THIS MARK WAS DESIGNATED REFERENCE MARK NO.3 IN THE ORIGINAL
 SC2591'DESCRIPTION OF THE U.S.E.
 SC2591'
 SC2591'REFERENCE MARK WHICH IS A 1 1/2-INCH CONCRETE-FILLED PIPE WITH BRASS
 SC2591'SCREW IN CENTER, AND IS LOCATED ON W EDGE OF CLEARING ABOUT 5 FEET N
 SC2591'OF A FOOT PATH, DISTANT 17.33 FEET OR 4.732 METERS WAS NOT CUT IN,
 SC2591'MEASURED OR RECOVERED BY THIS PARTY.  IT WAS DESIGNATED REFERENCE
 SC2591'MARK NO.1 IN THE ORIGINAL DESCRIPTION OF THE U.S.E.
 SC2591'
 SC2591'REFERENCE MARK DESIGNATED NO.2 IN THE ORIGINAL DESCRIPTION OF THE
 SC2591'U.S.E. IS A 1 1/2-INCH CONCRETE-FILLED IRON PIPE WITH BRASS SCREW
 SC2591'MARKING CENTER, DISTANT 23.07 FEET OR 7.033 METERS AND E OF STATION.
 SC2591'
 SC2591'EXISTENCE OF THE TWO LATTER MARKS WAS NOT KNOWN AT THE TIME
 SC2591'STATION WAS OCCUPIED WHICH WAS AT NIGHT, AND THERE IS NO REASON TO
 SC2591'BELIEVE THAT THEY DO NOT EXIST.
 SC2591'
 SC2591'REACHED FROM THE NE END OF THE SECOND BRIDGE ACROSS THE WISHKAH
 SC2591'RIVER BY PROCEEDING ALONG YOUNG STREET 0.45 MILE TO FORSYTHE STREET,
 SC2591'THENCE RIGHT TO END OF STREET AND RANIER AVENUE.  PROCEED S ALONG
 SC2591'RANIER AVENUE, ABOUT 2 BLOCKS TO 1806 (TO LEFT) WHICH IS ON GARAGE
 SC2591'DOOR, AND THE HOME OF A MR. SLADE.  PROCEED E THROUGH YARD AND CORRAL
 SC2591'AND THENCE ALONG PATH UP STEEP SLOPE TO HILL TOP.  THIS PATH APPEARS
 SC2591'AS A SCAR ON THE HILL FROM RANIER STREET.  FROM HILL TOP PROCEED SE
 SC2591'ALONG DIM TRAIL THROUGH SECOND GROWTH UNDERBRUSH AND TAKE RIGHT
 SC2591'FORK TO STATION.
 SC2591
 SC2591                          STATION RECOVERY (1948)
 SC2591
 SC2591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (AH)
 SC2591'PROCEED TO KAH THENCE SE ALONG RIDGE 838 FEET.  CONSIDERABLE SECOND
 SC2591'GROWTH ALDER ABOUT 30 FEET HIGH NOW SURROUNDS THE STATION.
 SC2591
 SC2591                          STATION RECOVERY (1952)
 SC2591
 SC2591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2591'THE STATION AND 5 REFERENCE MARKS WERE ALL RECOVERED IN GOOD
 SC2591'CONDITION.  THE STATION MARK IS A U.S.C. AND G.S. STANDARD DISK
 SC2591'AND NOT A U.S.E. DISK AS STATED IN THE 1940 DESCRIPTION.  THE
 SC2591'STATION WAS PROBABLY REMARKED IN 1939.  DISTANCES TO REFERENCE MARKS
 SC2591'IN THE 1940 DESCRIPTION ARE CONFUSED AND AGREEMENT WAS NOT OBTAINED
 SC2591'ON ALL DISTANCES.  DISTANCES MEASURED BY THIS PARTY ARE HORIZONTAL
 SC2591'DISTANCES.  THE THREE ORIGINAL U.S.E. REFERENCE MARKS ARE NUMBERED
 SC2591'3, 4 AND 5 IN THIS DESCRIPTION TO DISTINGUISH THEM FROM THE
 SC2591'STANDARD DISK REFERENCE MARKS NUMBERED 1 AND 2.  R.M. NO. 3
 SC2591'CORRESPONDS TO THE ORIGINAL U.S.E. NO. 3.
 SC2591'
 SC2591'ABOUT 1-1/4 MILES NORTHEAST OF THE BUSINESS DISTRICT OF ABERDEEN,
 SC2591'ABOUT 1/4 MILE EAST OF THE EAST CITY LIMITS OF ABERDEEN, ON THE
 SC2591'FIRST HILL SOUTH OF FERN HILL CEMETERY, 265.8 FEET SOUTHEAST OF
 SC2591'THE ANDERSON AND MIDDLETON LUMBER CO. RADIO MAST ON THE
 SC2591'NORTHWESTERLY OF TWO HIGH POINTS ON TOP OF THE HILL, ON THE
 SC2591'SOUTHEASTERLY HIGH POINT OF THE TOP OF THE HILL, 33 FEET NORTH OF A
 SC2591'LARGE STUMP ON THE SOUTH SLOPE OF THE HILL, 44 FEET SOUTHEAST OF A
 SC2591'DOUBLE 10-INCH ALDER TREE, AT THE WEST EDGE OF THE TOP OF THE
 SC2591'WESTERLY OF TWO HUMPS WITH A SLIGHT SADDLE BETWEEN.  A U.S.C. AND
 SC2591'G.S. STANDARD TRIANGULATION-STATION DISK STAMPED ABERDEEN USE 1939
 SC2591'SET IN TOP OF A CONCRETE FILLED IRON PIPE PROJECTING 6 INCHES.
 SC2591'THE ELEVATION OF THE STATION IS ABOUT 422 FEET.  THE HILL HAS GROWN
 SC2591'UP WITH A THICK GROWTH OF ALDERS UP TO 50 FEET HIGH.  NOTHING IS
 SC2591'VISIBLE FROM THE STATION WITHOUT EXTENSIVE CLEARING.
 SC2591'
 SC2591'R. M. NO. 1 IS ON THE NORTHEASTERLY SLOPE OF THE WESTERLY HUMP AND
 SC2591'ABOUT 1 FOOT LOWER THAN THE STATION.  A STANDARD DISK STAMPED
 SC2591'ABERDEEN USE NO 1 1939 SET IN TOP OF A CONCRETE FILLED IRON PIPE
 SC2591'FLUSH WITH THE SURFACE.
 SC2591'
 SC2591'R. M. NO. 2 IS 29.5 FEET SOUTHEAST OF R. M. NO. 1, 8 FEET NORTHWEST
 SC2591'OF A 10-INCH ALDER TREE WITH RM CARVED ON THE NORTHWEST SIDE, NEAR
 SC2591'THE SOUTHWEST EDGE OF THE TOP OF THE EASTERLY OF THE TWO HUMPS AND
 SC2591'AT ABOUT THE SAME ELEVATION AS THE STATION.  A U.S.C. AND G.S.
 SC2591'STANDARD DISK STAMPED ABERDEEN USE NO 2 1939 SET IN TOP OF A
 SC2591'CONCRETE FILLED IRON PIPE PROJECTING 3 INCHES.
 SC2591'
 SC2591'R. M. NO. 3 IS ON A FLAT SPOT ON THE SOUTH SLOPE OF THE HILL, 8
 SC2591'FEET NORTHEAST OF THE LARGE STUMP AND ABOUT 6 FEET LOWER THAN THE
 SC2591'STATION.  A 1 1/2-INCH IRON PIPE FILLED WITH CONCRETE WITH A BRASS
 SC2591'PLUG AT THE CENTER AND PROJECTING 6 INCHES.
 SC2591'
 SC2591'R. M. NO. 4 IS AT THE NORTHWEST EDGE OF THE TOP OF THE WESTERLY
 SC2591'HUMP, 22 FEET SOUTHWEST OF R. M. NO. 1, 33 FEET NORTHWEST OF R. M.
 SC2591'NO. 3 AND ABOUT 1 FOOT LOWER THAN THE STATION.  THE MARK IS THE SAME
 SC2591'AS R. M. NO. 3 AND IS FLUSH WITH THE SURFACE.
 SC2591'
 SC2591'R. M. NO. 5 IS ON A FLAT SPOT ON THE SOUTH SLOPE OF THE HILL, 13.5
 SC2591'FEET SOUTHWEST OF R. M. NO. 2, 23 FEET NORTHEAST OF R. M. NO. 5 AND
 SC2591'ABOUT 3 FEET LOWER THAN THE STATION.  THE MARK IS THE SAME AS R. M.
 SC2591'NO. 3 AND PROJECTS 2 INCHES.
 SC2591'
 SC2591'TO REACH THE STATION FROM THE WISHKAH RIVER BRIDGE ON EAST SECOND
 SC2591'ST. GO NORTH ON YOUNG ST. FOR 0.4 MILE TO FORSYTHE ST., THENCE EAST
 SC2591'0.2 MILE (3 BLOCKS) TO RANIER ST., THENCE SOUTH 0.25 MILE TO
 SC2591'TECUMSEH ST., THENCE LEFT AND FOLLOW WINDING ROAD UP HILL FOR 0.35
 SC2591'MILE TO RADIO MAST AT TOP OF HILL, THENCE SOUTHEAST 265.8 FEET TO
 SC2591'THE STATION.
 SC2591'
 SC2591'STATION KAH, 1940 IS ON THIS SAME HILL NORTHWEST OF THE RADIO MAST.
 SC2591
 SC2591                          STATION RECOVERY (1961)
 SC2591
 SC2591'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1961
 SC2591'STATION RECOVERED AS DESCRIBED.  A HEAVY GROWTH OF SLAMON-BERRY
 SC2591'OVER STATION AREA.
 SC2591
 SC2591                          STATION RECOVERY (1974)
 SC2591
 SC2591'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1974
 SC2591'THE STATION AND THE FOUR REFERENCE MARKS WERE RECOVERED IN GOOD
 SC2591'CONDITION, AS DESCRIBED IN THE NOTE ON PAGE 22 OF BOOK NO. 634.
 SC2591'
 SC2591'REFERENCE MARK NO. 2 BEARS NORTH 80 DEG EAST.  REFERENCE MARK NO. 3
 SC2591'BEARS SOUTH 11 DEG EAST.  REFERENCE MARK NO. 4 BEARS NORTH 79 DEG
 SC2591'WEST, AND REFERENCE MARK NO. 5 BEARS SOUTH 73 DEG EAST.  REFERENCE
 SC2591'MARK NO. 1 COULD NOT BE FOUND AND IS PROBABLY DESTROYED.  A BROKEN
 SC2591'SECTION OF A FOUR INCH SOIL PIPE WAS FOUND ON AN OLD ROAD 25 FEET
 SC2591'NORTH OF THE STATION.
 SC2591'
 SC2591'THE ABERDEEN CITY WATER TOWER BEARS NORTH 50 DEG WEST 300 FEET.  THE
 SC2591'STATION IS ON THE SOUTHEAST END OF THE RIDGE WHERE THE RIDGE DROPS
 SC2591'OFF TO THE SOUTHEAST.
 SC2591'
 SC2591'TO REACH THE STATION FROM THE ABERDEEN CITY HALL AT THE
 SC2591'INTERSECTION OF EAST MARKET AND I STREETS, GO NORTHEAST ON EAST
 SC2591'MARKET STREET FOR 0.65 MILE WHERE EAST MARKET STREET BEGINS TO SWING
 SC2591'NORTH ONTO YOUNG STREET AND CROSSES THE WISHKAH RIVER.  CONTINUE ON
 SC2591'0.25 MILE TO THE INTERSECTION OF YOUNG AND LAFAYETTE STREETS WHICH IS
 SC2591'THE FIRST INTERSECTION NORTH OF THE BRIDGE.  TURN RIGHT ONTO
 SC2591'LAFAYETTE STREET AND GO 0.2 MILE TO THE END OF THE STREET.  TURN
 SC2591'LEFT ONTO RAINIER STREET AND GO 0.15 MILE TO TECUMSEH STREET.  TURN
 SC2591'RIGHT ONTO TECUMSEH STREET AND GO 0.05 MILE TO THE END OF THE
 SC2591'STREET.  TURN LEFT ONTO PEARSON STREET.  ONE HUNDRED FEET FROM THE
 SC2591'TURN A GRAVEL ROAD LEAVES PEARSON STREET AND GOES TO THE RIGHT UPHILL
 SC2591'THROUGH A LOCKED GATE 0.25 MILE TO THE MUNICIPAL WATER TOWER.  A
 SC2591'KEY FOR THE GATE AND PERMISSION CAN BE OBTAINED AT THE CITY HALL.
 SC2591'GO SOUTH 50 DEG EAST 300 FEET FROM THE TOWER THROUGH ALDER AND
 SC2591'BRUSH TO THE STATION.
 SC2591
 SC2591                          STATION RECOVERY (1978)
 SC2591
 SC2591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JVD)
 SC2591'THE STATION, RMS 2, 3, 4, AND 5 WERE RECOVERED IN GOOD CONDITION AS
 SC2591'DESCRIBED BY CHARLES W. CLARK IN 1952.  RM 1 WAS SEARCHED FOR BUT
 SC2591'COULD NOT BE FOUND.  THE TO REACH DESCRIPTION IS STILL ADEQUATE
 SC2591'EXCEPT THAT THE TECUMSEH STREET ENTRANCE TO THE WINDING ROAD IS
 SC2591'BARRICADED AND AN ELEVATED WATER TANK IS ATOP THE HILL INSTEAD OF A
 SC2591'RADIO MAST.  KEYS TO THE BARRICADE MAY BE OBTAINED FROM THE CITY
 SC2591'WATER DEPARTMENT OR THE FEDERAL AVIATION ADMINISTRATION, AIRWAY
 SC2591'FACILITIES SUBSECTOR OFFICE AT BOWERMAN AIRPORT IN HOQUIAM.
 SC2591'
 SC2591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT ABERDEEN.
 SC2591
 SC2591                          STATION RECOVERY (1985)
 SC2591
 SC2591'RECOVERY NOTE BY WA DEPT OF TRANSP 1985 (DAW)
 SC2591'THE STATION IS LOCATED IN THE CITY OF ABERDEEN ON CITY PROPERTY ON THE
 SC2591'SAME HILL AS THE CITY WATER TANK AND STATION KAH 1940. A KEY CAN BE
 SC2591'OBTAINED FROM THE ABERDEEN CITY WATER DEPARTMENT. TO REACH FROM THE
 SC2591'CITY HALL IN ABERDEEN AT THE INTERSECTION OF EAST MARKET STREET AND I
 SC2591'STREET, GO NORTHEAST ON EAST MARKET STREET FOR 1.05 KM (0.65 MI) TO A
 SC2591'POINT WHERE EAST MARKET STREET SWINGS NORTH ONTO YOUNG STREET AND THE
 SC2591'BRIDGE OVER THE WISHKAH RIVER.  CONTINUE AHEAD ON YOUNG STREET FOR
 SC2591'0.40 KM (0.25 MI) TO THE INTERSECTION OF LA FAYETTE STREET. TURN RIGHT
 SC2591'ON LA FAYETTE STREET FOR 0.32 KM (0.20 MI) TO THE END OF THE STREET.
 SC2591'TURN LEFT ONTO RAINIER STREET FOR 0.24 KM (0.15 MI) TO TECUMSEH STREET
 SC2591'AND A LOCKED GATE.   PASS THROUGH THE GATE AND GO UPHILL FOR 0.48 KM
 SC2591'(0.30 MI) TO THE WATER TANK AND THE STATION ABOUT 91 M (298.6 FT)
 SC2591'SOUTH OF THE TANK.  THE AREA IS COVERED BY A DENSE GROWTH OF ALDER
 SC2591'TREES. THE MARK IS SET IN THE TOP OF A 4-INCH IRON PIPE THAT IS FILLED
 SC2591'WITH CONCRETE AND PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE
 SC2591'AND ON THE HIGHEST POINT OF THE HILL.  IT IS 6.982 M (22.907 FT)
 SC2591'WEST-NORTHWEST OF REFERENCE MARK 5, 8.880 M (29.134 FT) WEST-SOUTHWEST
 SC2591'OF REFERENCE MARK 2AND 6.760 M (22.178 FT) NORTH-NORTHWEST OF
 SC2591'REFERENCE MARK 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2582 ***********************************************************************
 SC2582  DESIGNATION -  ABERDEEN SMITHS DAIRY PROD STK
 SC2582  PID         -  SC2582
 SC2582  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2582  USGS QUAD   -  ABERDEEN (1994)
 SC2582
 SC2582                         *CURRENT SURVEY CONTROL
 SC2582  ___________________________________________________________________
 SC2582* NAD 83(1991)-  46 58 15.34697(N)    123 49 22.87613(W)     ADJUSTED  
 SC2582* NAVD 88     -                                                        
 SC2582  ___________________________________________________________________
 SC2582  LAPLACE CORR-          10.97  (seconds)                    DEFLEC99
 SC2582  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 SC2582
 SC2582  HORZ ORDER  -  THIRD
 SC2582
 SC2582.The horizontal coordinates were established by classical geodetic methods
 SC2582.and adjusted by the National Geodetic Survey in December 1991..
 SC2582
 SC2582
 SC2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2582
 SC2582.The geoid height was determined by GEOID03.
 SC2582
 SC2582;                    North         East     Units Scale Factor Converg.
 SC2582;SPC WA S     -   187,347.155   247,217.919   MT  0.99993725   -2 24 49.8
 SC2582;SPC WA S     -   614,654.79    811,080.79   sFT  0.99993725   -2 24 49.8
 SC2582;UTM  10      - 5,202,262.343   437,395.559   MT  0.99964817   -0 36 06.0
 SC2582
 SC2582                          SUPERSEDED SURVEY CONTROL
 SC2582
 SC2582  NAD 83(1986)-  46 58 15.34301(N)    123 49 22.87564(W) AD(       ) 4
 SC2582  NAD 27      -  46 58 16.01200(N)    123 49 18.27200(W) AD(       ) 3
 SC2582
 SC2582.Superseded values are not recommended for survey control.
 SC2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2582.See file dsdata.txt to determine how the superseded data were derived.
 SC2582
 SC2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3739602262(NAD 83)
 SC2582
 SC2582  HISTORY     - Date     Condition        Report By
 SC2582  HISTORY     - 1940     MONUMENTED       CGS
 SC2582  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2582
 SC2582                          STATION DESCRIPTION
 SC2582
 SC2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2582'A TALL IRON STACK, ALUMINUM PAINTED, AT WEST HERRON AND S MICHIGAN
 SC2582'STREETS, SMITHS DAIRY PRODUCTS, ABERDEEN.
 SC2582
 SC2582                          STATION RECOVERY (1952)
 SC2582
 SC2582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2582'THIS STACK WAS REMOVED WHEN THE BUILDING WAS REMODELED IN 1949 AND
 SC2582'THE STATION IS DESTROYED.  A NEW STEEL STACK WAS BUILT ON A NEW
 SC2582'ADDITION TO THE ARDEN DAIRY PRODUCTS PLANT (FORMERLY SMITHS DAIRY
 SC2582'PRODUCTS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2634 ***********************************************************************
 SC2634  DESIGNATION -  ABERDEEN STD OIL DOCK NE LT
 SC2634  PID         -  SC2634
 SC2634  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2634  USGS QUAD   -  ABERDEEN (1994)
 SC2634
 SC2634                         *CURRENT SURVEY CONTROL
 SC2634  ___________________________________________________________________
 SC2634* NAD 83(1991)-  46 58 42.85306(N)    123 47 03.27253(W)     ADJUSTED  
 SC2634* NAVD 88     -                                                        
 SC2634  ___________________________________________________________________
 SC2634  LAPLACE CORR-          11.05  (seconds)                    DEFLEC99
 SC2634  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 SC2634
 SC2634  HORZ ORDER  -  THIRD
 SC2634
 SC2634.The horizontal coordinates were established by classical geodetic methods
 SC2634.and adjusted by the National Geodetic Survey in December 1991..
 SC2634
 SC2634
 SC2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2634
 SC2634.The geoid height was determined by GEOID03.
 SC2634
 SC2634;                    North         East     Units Scale Factor Converg.
 SC2634;SPC WA S     -   188,072.220   250,201.459   MT  0.99993816   -2 23 08.4
 SC2634;SPC WA S     -   617,033.61    820,869.29   sFT  0.99993816   -2 23 08.4
 SC2634;UTM  10      - 5,203,081.158   440,353.813   MT  0.99964372   -0 34 24.2
 SC2634
 SC2634                          SUPERSEDED SURVEY CONTROL
 SC2634
 SC2634  NAD 83(1986)-  46 58 42.84977(N)    123 47 03.27153(W) AD(       ) 4
 SC2634  NAD 27      -  46 58 43.51500(N)    123 46 58.67800(W) AD(       ) 3
 SC2634
 SC2634.Superseded values are not recommended for survey control.
 SC2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2634.See file dsdata.txt to determine how the superseded data were derived.
 SC2634
 SC2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT4035403081(NAD 83)
 SC2634
 SC2634  HISTORY     - Date     Condition        Report By
 SC2634  HISTORY     - 1940     MONUMENTED       CGS
 SC2634  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2634
 SC2634                          STATION DESCRIPTION
 SC2634
 SC2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2634'THE STEEL LIGHT STANDARD ON THE NE CORNER OF STANDARD OIL COMPANY
 SC2634'DOCK, CHEHALIS RIVER, ABERDEEN.
 SC2634
 SC2634                          STATION RECOVERY (1952)
 SC2634
 SC2634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2634'THE STATION WAS NOT RECOVERED.
 SC2634'
 SC2634'THERE ARE THREE LIGHTS ON THE STANDARD OIL CO. DOCK, BUT NONE OF
 SC2634'THEM AGREE WITH THE 1940 DESCRIPTION.  THERE IS A RED LIGHT AT THE
 SC2634'SW CORNER, A GREEN LIGHT AT THE SE CORNER, AND A FLOOD LIGHT AT
 SC2634'ABOUT THE CENTER OF THE DOCK.  NONE OF THEM ARE ON THE AZIMUTH
 SC2634'LISTED FROM B.M. I 12, BUT THE FLOOD LIGHT IS VERY CLOSE TO THAT
 SC2634'AZIMUTH AND MAY BE THE STATION.  RECOVERY COULD NOT BE VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2588 ***********************************************************************
 SC2588  DESIGNATION -  ABERDEEN WILSON LMBR CO HI STK
 SC2588  PID         -  SC2588
 SC2588  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2588  USGS QUAD   -  ABERDEEN (1994)
 SC2588
 SC2588                         *CURRENT SURVEY CONTROL
 SC2588  ___________________________________________________________________
 SC2588* NAD 83(1991)-  46 58 35.00973(N)    123 48 08.15358(W)     ADJUSTED  
 SC2588* NAVD 88     -                                                        
 SC2588  ___________________________________________________________________
 SC2588  LAPLACE CORR-          10.78  (seconds)                    DEFLEC99
 SC2588  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 SC2588
 SC2588  HORZ ORDER  -  THIRD
 SC2588
 SC2588.The horizontal coordinates were established by classical geodetic methods
 SC2588.and adjusted by the National Geodetic Survey in December 1991..
 SC2588
 SC2588
 SC2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2588
 SC2588.The geoid height was determined by GEOID03.
 SC2588
 SC2588;                    North         East     Units Scale Factor Converg.
 SC2588;SPC WA S     -   187,887.472   248,821.334   MT  0.99993790   -2 23 55.5
 SC2588;SPC WA S     -   616,427.48    816,341.33   sFT  0.99993790   -2 23 55.5
 SC2588;UTM  10      - 5,202,852.924   438,980.624   MT  0.99964576   -0 35 11.5
 SC2588
 SC2588                          SUPERSEDED SURVEY CONTROL
 SC2588
 SC2588  NAD 83(1986)-  46 58 35.00616(N)    123 48 08.15289(W) AD(       ) 4
 SC2588  NAD 27      -  46 58 35.67300(N)    123 48 03.55300(W) AD(       ) 3
 SC2588
 SC2588.Superseded values are not recommended for survey control.
 SC2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2588.See file dsdata.txt to determine how the superseded data were derived.
 SC2588
 SC2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3898102853(NAD 83)
 SC2588
 SC2588  HISTORY     - Date     Condition        Report By
 SC2588  HISTORY     - 1940     MONUMENTED       CGS
 SC2588  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2588
 SC2588                          STATION DESCRIPTION
 SC2588
 SC2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2588'A BLACK IRON STACK AT WILSON BROTHERS LUMBER COMPANY, ABERDEEN, AT
 SC2588'N END OF DRAWBRIDGE OVER CHEHALIS RIVER (U.S. HIGHWAY 101).
 SC2588
 SC2588                          STATION RECOVERY (1952)
 SC2588
 SC2588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2588'THE STACK AND MILL WERE DISMANTLED IN 1942 AND THE STATION IS
 SC2588'DESTROYED.
 SC2588'
 SC2588'IT IS SHOWN AS TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2629 ***********************************************************************
 SC2629  DESIGNATION -  ABERDEEN WILSON LMBR CO TANK
 SC2629  PID         -  SC2629
 SC2629  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2629  USGS QUAD   -  ABERDEEN (1994)
 SC2629
 SC2629                         *CURRENT SURVEY CONTROL
 SC2629  ___________________________________________________________________
 SC2629* NAD 83(1991)-  46 58 33.11122(N)    123 48 17.21837(W)     ADJUSTED  
 SC2629* NAVD 88     -                                                        
 SC2629  ___________________________________________________________________
 SC2629  LAPLACE CORR-          10.77  (seconds)                    DEFLEC99
 SC2629  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 SC2629
 SC2629  HORZ ORDER  -  THIRD
 SC2629
 SC2629.The horizontal coordinates were established by classical geodetic methods
 SC2629.and adjusted by the National Geodetic Survey in December 1991..
 SC2629
 SC2629
 SC2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2629
 SC2629.The geoid height was determined by GEOID03.
 SC2629
 SC2629;                    North         East     Units Scale Factor Converg.
 SC2629;SPC WA S     -   187,836.922   248,627.465   MT  0.99993784   -2 24 02.1
 SC2629;SPC WA S     -   616,261.63    815,705.27   sFT  0.99993784   -2 24 02.1
 SC2629;UTM  10      - 5,202,796.284   438,788.507   MT  0.99964605   -0 35 18.1
 SC2629
 SC2629                          SUPERSEDED SURVEY CONTROL
 SC2629
 SC2629  NAD 83(1986)-  46 58 33.10761(N)    123 48 17.21772(W) AD(       ) 4
 SC2629  NAD 27      -  46 58 33.77400(N)    123 48 12.61800(W) AD(       ) 3
 SC2629
 SC2629.Superseded values are not recommended for survey control.
 SC2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2629.See file dsdata.txt to determine how the superseded data were derived.
 SC2629
 SC2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3878902796(NAD 83)
 SC2629
 SC2629  HISTORY     - Date     Condition        Report By
 SC2629  HISTORY     - 1940     MONUMENTED       CGS
 SC2629  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2629  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2629
 SC2629                          STATION DESCRIPTION
 SC2629
 SC2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2629'A TALL BLACK STEEL WATER TANK, AT WILSON BROTHERS LUMBER COMPANY,
 SC2629'ABERDEEN.
 SC2629
 SC2629                          STATION RECOVERY (1952)
 SC2629
 SC2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2629'THE MILL AND TANK WERE DISMANTLED IN 1942 AND THE STATION IS
 SC2629'DESTROYED.  THE CONCRETE FOOTINGS OF THE TANK ARE STILL IN
 SC2629'PLACE.  IT IS LOCATED IN THE E PART OF ABERDEEN, ABOUT 30 FEET E
 SC2629'OF THE APPROACH TO THE U.S. HIGHWAY 101 BRIDGE OVER CHEHALIS
 SC2629'RIVER, AND ON THE N BANK OF THE RIVER.
 SC2629'
 SC2629'IT IS SHOWN ON PAGE 742 OF THE LIST OF GEOGRAPHIC POSITIONS, BUT
 SC2629'ON PAGE 13 OF THE LITHOGRAPH IT IS SHOWN AS TRIPOD.
 SC2629
 SC2629                          STATION RECOVERY (1952)
 SC2629
 SC2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2629'DESTROYED.
 SC2629'
 SC2629'DESCRIPTIONS UNDER THE NAME TRIPOD.
 SC2629'
 SC2629'THE MILL AND TANK WERE DISMANTLED IN 1942 AND THE STATION IS
 SC2629'DESTROYED.  THE CONCRETE FOOTINGS OF THE TANK ARE STILL IN PLACE.
 SC2629'
 SC2629'IN THE EAST PART OF ABERDEEN, ABOUT 30 FEET EAST OF THE APPROACH
 SC2629'TO THE U.S. HIGHWAY 101 BRIDGE OVER THE CHEHALIS RIVER, ON THE
 SC2629'NORTH BANK OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2618 ***********************************************************************
 SC2618  DESIGNATION -  ABERDEEN WISHKAH R BRI HI LT
 SC2618  PID         -  SC2618
 SC2618  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2618  USGS QUAD   -  ABERDEEN (1994)
 SC2618
 SC2618                         *CURRENT SURVEY CONTROL
 SC2618  ___________________________________________________________________
 SC2618* NAD 83(1991)-  46 59 04.93167(N)    123 48 18.99332(W)     ADJUSTED  
 SC2618* NAVD 88     -                                                        
 SC2618  ___________________________________________________________________
 SC2618  LAPLACE CORR-          10.71  (seconds)                    DEFLEC99
 SC2618  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 SC2618
 SC2618  HORZ ORDER  -  THIRD
 SC2618
 SC2618.The horizontal coordinates were established by classical geodetic methods
 SC2618.and adjusted by the National Geodetic Survey in December 1991..
 SC2618
 SC2618
 SC2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2618
 SC2618.The geoid height was determined by GEOID03.
 SC2618
 SC2618;                    North         East     Units Scale Factor Converg.
 SC2618;SPC WA S     -   188,820.207   248,631.147   MT  0.99993890   -2 24 03.4
 SC2618;SPC WA S     -   619,487.63    815,717.35   sFT  0.99993890   -2 24 03.4
 SC2618;UTM  10      - 5,203,778.907   438,761.100   MT  0.99964609   -0 35 19.7
 SC2618
 SC2618                          SUPERSEDED SURVEY CONTROL
 SC2618
 SC2618  NAD 83(1986)-  46 59 04.92842(N)    123 48 18.99290(W) AD(       ) 4
 SC2618  NAD 27      -  46 59 05.59400(N)    123 48 14.39200(W) AD(       ) 3
 SC2618
 SC2618.Superseded values are not recommended for survey control.
 SC2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2618.See file dsdata.txt to determine how the superseded data were derived.
 SC2618
 SC2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3876103779(NAD 83)
 SC2618
 SC2618  HISTORY     - Date     Condition        Report By
 SC2618  HISTORY     - 1941     MONUMENTED       CGS
 SC2618  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2618  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SC2618  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2618
 SC2618                          STATION DESCRIPTION
 SC2618
 SC2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (CP)
 SC2618'THE LIGHT ON THE NORTHERN PACIFIC RAILROAD BRIDGE OVER THE WISHKAH
 SC2618'RIVER IN ABERDEEN, WASHINGTON.  THE LIGHT IS OVER THE CONTROL
 SC2618'TOWER OF THE DRAWBRIDGE AND IS THE HIGHEST LIGHT ON THE BRIDGE.
 SC2618
 SC2618                          STATION RECOVERY (1952)
 SC2618
 SC2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2618'THE STATION WAS RECOVERED.  IT IS LOCATED AT ABERDEEN, ABOUT 3/4
 SC2618'MILE NE OF THE BUSINESS DISTRICT, AT THE NE END OF EAST SECOND
 SC2618'STREET, ON A WOODEN SWING BRIDGE OVER CHEHALIS RIVER, AND 1 FOOT
 SC2618'ABOVE THE HIGHEST PART OF THE BRIDGE STRUCTURE AT THE CENTER OF
 SC2618'THE BRIDGE.
 SC2618'
 SC2618'SHOWN AS SWING.
 SC2618
 SC2618                          STATION RECOVERY (1956)
 SC2618
 SC2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HGC)
 SC2618'NOT RECOVERED.  THE WOODEN SWING-BRIDGE HAS BEEN REPLACED WITH A
 SC2618'NEW CONCRETE STATIONARY BRIDGE.  THE LIGHT OVER THE BRIDGE NO
 SC2618'LONGER EXISTS AND THE STATION IS LOST.
 SC2618
 SC2618                          STATION RECOVERY (1957)
 SC2618
 SC2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2618'STATION DESTROYED.  THIS BRIDGE HAS BEEN REPLACED BY A NEW ONE
 SC2618'SEVERAL FEET DOWNSTREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1676 ***********************************************************************
 SC1676  DESIGNATION -  ABERNATHY 1873
 SC1676  PID         -  SC1676
 SC1676  STATE/COUNTY-  WA/COWLITZ
 SC1676  USGS QUAD   -  OAK POINT (1985)
 SC1676
 SC1676                         *CURRENT SURVEY CONTROL
 SC1676  ___________________________________________________________________
 SC1676* NAD 83(1991)-  46 11 14.20320(N)    123 10 56.20592(W)     ADJUSTED  
 SC1676* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SC1676  ___________________________________________________________________
 SC1676  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 SC1676  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 SC1676
 SC1676  HORZ ORDER  -  THIRD
 SC1676
 SC1676.The horizontal coordinates were established by classical geodetic methods
 SC1676.and adjusted by the National Geodetic Survey in December 1991..
 SC1676
 SC1676.The orthometric height was scaled from a topographic map.
 SC1676
 SC1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1676
 SC1676.The geoid height was determined by GEOID03.
 SC1676
 SC1676;                    North         East     Units Scale Factor Converg.
 SC1676;SPC WA S     -    98,436.012   292,976.532   MT  0.99993856   -1 56 54.2
 SC1676;SPC WA S     -   322,952.15    961,207.17   sFT  0.99993856   -1 56 54.2
 SC1676;SPC OR N     -   283,549.227 2,292,950.963   MT  1.00005304   -1 54 08.0
 SC1676;SPC OR N     -   930,279.62  7,522,805.00   iFT  1.00005304   -1 54 08.0
 SC1676;UTM  10      - 5,114,871.925   485,933.378   MT  0.99960243   -0 07 53.5
 SC1676
 SC1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1676!SPC WA S     -   1.00000187  x   0.99993856  =   0.99994043
 SC1676!SPC OR N     -   1.00000187  x   1.00005304  =   1.00005491
 SC1676!UTM  10      -   1.00000187  x   0.99960243  =   0.99960430
 SC1676
 SC1676:                Primary Azimuth Mark                     Grid Az
 SC1676:SPC WA S     -  NEQUALLY 1873                            088 11 18.4
 SC1676:SPC OR N     -  NEQUALLY 1873                            088 08 32.2
 SC1676:UTM  10      -  NEQUALLY 1873                            086 22 17.7
 SC1676
 SC1676|---------------------------------------------------------------------|
 SC1676| PID    Reference Object                     Distance      Geod. Az  |
 SC1676|                                                           dddmmss.s |
 SC1676| SC1699 NEQUALLY 1873                       APPROX. 3.8 KM 0861424.2 |
 SC1676| SC1666 HODGKINS FISH HOUSE N GABLE         APPROX. 3.4 KM 2195426.3 |
 SC1676| SC1762 MOUNTAIN TOP BACK OF WESTPORT       APPROX.23.7 KM 2415754.8 |
 SC1676|---------------------------------------------------------------------|
 SC1676
 SC1676                          SUPERSEDED SURVEY CONTROL
 SC1676
 SC1676  NAD 83(1991)-  46 11 14.20321(N)    123 10 56.20591(W) AD(       ) 3
 SC1676  NAD 83(1986)-  46 11 14.21798(N)    123 10 56.20253(W) AD(       ) 3
 SC1676  NAD 27      -  46 11 14.81726(N)    123 10 51.77405(W) AD(       ) 3
 SC1676
 SC1676.Superseded values are not recommended for survey control.
 SC1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1676.See file dsdata.txt to determine how the superseded data were derived.
 SC1676
 SC1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8593314872(NAD 83)
 SC1676_MARKER: Z = SEE DESCRIPTION
 SC1676_SETTING: 0 = UNSPECIFIED SETTING
 SC1676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1676
 SC1676  HISTORY     - Date     Condition        Report By
 SC1676  HISTORY     - 1873     MONUMENTED       CGS
 SC1676  HISTORY     - 1936     MARK NOT FOUND   CGS
 SC1676
 SC1676                          STATION DESCRIPTION
 SC1676
 SC1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (CR)
 SC1676'STATION IS ON THE SUMMIT OF THE HIGH PERPENDICULAR BASALTIC
 SC1676'CLIFFS, ABOUT 15 METERS FROM THE EDGE, AND 291 FEET ABOVE THE RIVER
 SC1676'LEVEL, AND JUST E OF THE FIRST BREAK IN THE CLIFF BELOW OAK POINT
 SC1676'CREEK.
 SC1676'
 SC1676'THE STATION IS MARKED BY A BOTTLE BURIED MOUTH UP 3 FEET BELOW THE
 SC1676'SURFACE.  AROUND THE STATION BURIED 1 FOOT ARE 3 BOTTLES, DISTANT
 SC1676'ABOUT 6 FEET, AT EQUAL ANGLES, AND LYING ON THEIR SIDES WITH THE
 SC1676'NECKS POINTING TO THE STATION.  THE REFERENCE MARKS ARE THREE
 SC1676'STAKES, BEARING N, S, AND E MAGNETIC RESPECTIVELY, AND EACH DISTANT
 SC1676'1.83 METERS.
 SC1676
 SC1676                          STATION RECOVERY (1936)
 SC1676
 SC1676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1676'STATION NOT RECOVERED.  STATION BELIEVED LOST, DUE TO BLASTING OF
 SC1676'CLIFFS IN ROAD CONSTRUCTION.
 SC1676'
 SC1676'NOTE--THE CORRECT SPELLING OF THIS FAMILY NAME IS ABERNETHY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1706 ***********************************************************************
 SC1706  DESIGNATION -  ABERNATHY 2
 SC1706  PID         -  SC1706
 SC1706  STATE/COUNTY-  WA/COWLITZ
 SC1706  USGS QUAD   -  OAK POINT (1985)
 SC1706
 SC1706                         *CURRENT SURVEY CONTROL
 SC1706  ___________________________________________________________________
 SC1706* NAD 83(1991)-  46 11 17.17373(N)    123 10 45.93527(W)     ADJUSTED  
 SC1706* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 SC1706  ___________________________________________________________________
 SC1706  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 SC1706  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 SC1706
 SC1706  HORZ ORDER  -  SECOND
 SC1706
 SC1706.The horizontal coordinates were established by classical geodetic methods
 SC1706.and adjusted by the National Geodetic Survey in December 1991..
 SC1706
 SC1706.The orthometric height was scaled from a topographic map.
 SC1706
 SC1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1706
 SC1706.The geoid height was determined by GEOID03.
 SC1706
 SC1706;                    North         East     Units Scale Factor Converg.
 SC1706;SPC WA S     -    98,520.189   293,199.759   MT  0.99993846   -1 56 46.8
 SC1706;SPC WA S     -   323,228.32    961,939.54   sFT  0.99993846   -1 56 46.8
 SC1706;SPC OR N     -   283,633.593 2,293,174.148   MT  1.00005329   -1 54 00.8
 SC1706;SPC OR N     -   930,556.41  7,523,537.23   iFT  1.00005329   -1 54 00.8
 SC1706;UTM  10      - 5,114,963.106   486,153.750   MT  0.99960236   -0 07 46.1
 SC1706
 SC1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1706!SPC WA S     -   0.99998996  x   0.99993846  =   0.99992842
 SC1706!SPC OR N     -   0.99998996  x   1.00005329  =   1.00004325
 SC1706!UTM  10      -   0.99998996  x   0.99960236  =   0.99959232
 SC1706
 SC1706:                Primary Azimuth Mark                     Grid Az
 SC1706:SPC WA S     -  ABERNATHY POINT LIGHT                    076 48 19.6
 SC1706:SPC OR N     -  ABERNATHY POINT LIGHT                    076 45 33.6
 SC1706:UTM  10      -  ABERNATHY POINT LIGHT                    074 59 18.9
 SC1706
 SC1706|---------------------------------------------------------------------|
 SC1706| PID    Reference Object                     Distance      Geod. Az  |
 SC1706|                                                           dddmmss.s |
 SC1706| SC1696 ABERNATHY POINT LIGHT               APPROX. 0.9 KM 0745132.8 |
 SC1706| SC1679 BUNKER HILL LIGHT                   APPROX. 3.1 KM 0871548.5 |
 SC1706| SC1694 NEST                                APPROX. 3.5 KM 0872348.2 |
 SC1706| SC1643 STELLA FRONT RANGE LIGHT            APPROX. 4.3 KM 0895826.4 |
 SC1706| SC1641 CLEVELAND LIGHT                     APPROX. 5.6 KM 0971149.6 |
 SC1706| SC1673 LOCODA SCHOOL FLAGPOLE              APPROX. 3.3 KM 1303321.8 |
 SC1706| SC1672 PEPPERMINT STILL STACK              APPROX. 4.2 KM 1593805.0 |
 SC1706| SC1698 STACK                               APPROX. 3.7 KM 1791547.7 |
 SC1706| SC1677 H AND B FISHHOUSE FLAGPOLE          APPROX. 1.7 KM 2173047.6 |
 SC1706| SC1700 WALLACE ISLAND LIGHT 1936           APPROX. 5.8 KM 2213945.7 |
 SC1706| SC1710 HOTCHKISS DIKE LIGHT                APPROX. 3.6 KM 2233452.7 |
 SC1706| SC1712 EUREKA BAR DIKE UPPER LIGHT         APPROX. 3.6 KM 2302430.8 |
 SC1706| SC1695 DIKE 62.5 DOLPHIN EAST END          APPROX. 4.8 KM 2330114.9 |
 SC1706| SC1678 DIKE 62.9 DOLPHIN SOUTH END         APPROX. 5.7 KM 2335328.7 |
 SC1706| SC1713 EUREKA BAR DIKE LOWER LIGHT         APPROX. 4.3 KM 2354055.3 |
 SC1706| SC1689 EUREKA BAR LOWER DIKE LIGHT         APPROX. 5.0 KM 2361603.9 |
 SC1706| SC1708 EUREKA BAR LIGHT                    APPROX. 5.9 KM 2365622.1 |
 SC1706| SC1707 COOPER POINT FRONT                  APPROX. 6.2 KM 2401255.1 |
 SC1706| CE2888 ABERNATHY 2 RM 1                      8.720 METERS 33246     |
 SC1706|---------------------------------------------------------------------|
 SC1706
 SC1706                          SUPERSEDED SURVEY CONTROL
 SC1706
 SC1706  NAD 83(1991)-  46 11 17.17373(N)    123 10 45.93527(W) AD(       ) 2
 SC1706  NAD 83(1986)-  46 11 17.18859(N)    123 10 45.93215(W) AD(       ) 2
 SC1706  NAD 27      -  46 11 17.78790(N)    123 10 41.50411(W) AD(       ) 2
 SC1706
 SC1706.Superseded values are not recommended for survey control.
 SC1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1706.See file dsdata.txt to determine how the superseded data were derived.
 SC1706
 SC1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8615414963(NAD 83)
 SC1706_MARKER: DS = TRIANGULATION STATION DISK
 SC1706_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC1706
 SC1706  HISTORY     - Date     Condition        Report By
 SC1706  HISTORY     - 1936     MONUMENTED       CGS
 SC1706  HISTORY     - 1950     GOOD             CGS
 SC1706  HISTORY     - 1966     MARK NOT FOUND   CGS
 SC1706
 SC1706                          STATION DESCRIPTION
 SC1706
 SC1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1706'STATION IS ON THE SUMMIT OF THE HIGHEST PERPENDICULAR CLIFF JUST E
 SC1706'OF THE OAK POINT ROAD, WHICH BRANCHES N FROM THE OCEAN BEACH HIGHWAY
 SC1706'AT THIS POINT.  THE STATION IS ABOUT 3 METERS FROM THE EDGE OF THE
 SC1706'CLIFF, ON THE FIRST LEVEL GROUND APPROACHED FROM THE EASTWARD AND
 SC1706'NEAR THE HIGHEST POINT OF THE HILL.
 SC1706'
 SC1706'THE STATION IS MARKED BY A STANDARD DISK, STAMPED ABERNATHY 2 1936,
 SC1706'CEMENTED INTO A LENGTH OF 4-INCH CAST-IRON SOIL PIPE.  THE
 SC1706'REFERENCE MARK IS LIKEWISE MARKED.
 SC1706'
 SC1706'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 SC1706'
 SC1706'CORRECT SPELLING OF FAMILY NAME IS ABERNETHY.
 SC1706
 SC1706                          STATION RECOVERY (1950)
 SC1706
 SC1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1706'STATION IS ON THE SUMMIT OF THE HIGHEST PERPENDICULAR CLIFF JUST W
 SC1706'OF OAK POINT AND W OF OAK POINT ROAD WHICH BRANCHES N FROM U.S.
 SC1706'HIGHWAY 830 AT THIS POINT.  IT IS 5.5 METERS FROM THE EDGE OF THE
 SC1706'CLIFF, ON THE FIRST LEVEL BENCH ABOVE THE VERTICAL CLIFF W OF OAK
 SC1706'POINT STORE BUILDING AT OAK POINT SMALL BOAT PIER.
 SC1706'
 SC1706'STATION IS MARKED BY A STANDARD DISK, STAMPED ABERNATHY 2 1936,
 SC1706'SET IN THE TOP OF A SECTION OF 4-INCH CAST-IRON SOIL PIPE AND
 SC1706'CEMENTED.  UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 SC1706'STATION MARK PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE.
 SC1706'
 SC1706'R.M. 1 IS A STANDARD REFERENCE DISK SET IN CONCRETE IN THE TOP OF A
 SC1706'SECTION OF 4-INCH CAST-IRON SOIL PIPE AND IS STAMPED NO 1 1936.  IT
 SC1706'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 SC1706'
 SC1706'STATION IS 5.66 METERS S OF 2-FOOT IN DIAMETER TRIANGULAR-BLAZED
 SC1706'SPRUCE TREE WITH TRIANGULAR BLAZE FACING THE STATION.  IT IS
 SC1706'APPROXIMATELY 200 FEET ABOVE THE WATER LINE OF THE COLUMBIA RIVER.
 SC1706'
 SC1706'TO REACH STATION FROM OAK POINT STORE BUILDING AT JUNCTION OF OAK
 SC1706'POINT ROAD AND U.S. HIGHWAY 830 GO 450 FEET N ALONG OAK POINT ROAD
 SC1706'TO A SHARP BEND IN ROAD, TURN LEFT AND CLIMB UP STEEP BANK TO A
 SC1706'FAINT TRAIL, FOLLOW THIS TRAIL KEEPING TO THE LEFT, ABOUT HALFWAY TO
 SC1706'STATION A WATER STORAGE TANK LIES ALONG THE TRAIL, PASS THIS TANK AND
 SC1706'FOLLOW UP GRADE TO STATION.  CONSIDERABLE CLEARING HAS BEEN DONE
 SC1706'AROUND THIS STATION.  THERE ARE THREE OLD STUMPS STANDING JUST SW OF
 SC1706'THE STATION, ALSO TWO SPRUCE TREES STAND JUST SW OF STATION AND ON
 SC1706'EDGE OF CLIFF.
 SC1706'
 SC1706'STATION MARK AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.  THERE
 SC1706'WAS ONLY ONE REFERENCE MARK SET AT THIS STATION.
 SC1706
 SC1706                          STATION RECOVERY (1966)
 SC1706
 SC1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 SC1706'THE STATION AND REFERENCE MARK WAS SEARCHED FOR BUT NOT RECOVERED
 SC1706'AND UNDOUBTEDLY THEY WERE DESTROYED WHEN THIS BLUFF WAS EXCAVATED
 SC1706'AND USED IN THE HIGHWAY FILL.  THE WATER TANK WAS DESTROYED AT THE
 SC1706'SAME TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1696 ***********************************************************************
 SC1696  DESIGNATION -  ABERNATHY POINT LIGHT
 SC1696  PID         -  SC1696
 SC1696  STATE/COUNTY-  WA/COWLITZ
 SC1696  USGS QUAD   -  OAK POINT (1985)
 SC1696
 SC1696                         *CURRENT SURVEY CONTROL
 SC1696  ___________________________________________________________________
 SC1696* NAD 83(1991)-  46 11 25.07568(N)    123 10 03.87493(W)     ADJUSTED  
 SC1696* NAVD 88     -                                                        
 SC1696  ___________________________________________________________________
 SC1696  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 SC1696  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 SC1696
 SC1696  HORZ ORDER  -  THIRD
 SC1696
 SC1696.The horizontal coordinates were established by classical geodetic methods
 SC1696.and adjusted by the National Geodetic Survey in December 1991..
 SC1696
 SC1696
 SC1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1696
 SC1696.The geoid height was determined by GEOID03.
 SC1696
 SC1696;                    North         East     Units Scale Factor Converg.
 SC1696;SPC WA S     -    98,733.453   294,109.400   MT  0.99993820   -1 56 16.2
 SC1696;SPC WA S     -   323,928.00    964,923.92   sFT  0.99993820   -1 56 16.2
 SC1696;SPC OR N     -   283,847.613 2,294,083.723   MT  1.00005398   -1 53 30.9
 SC1696;SPC OR N     -   931,258.57  7,526,521.40   iFT  1.00005398   -1 53 30.9
 SC1696;UTM  10      - 5,115,205.021   487,055.869   MT  0.99960206   -0 07 15.8
 SC1696
 SC1696                          SUPERSEDED SURVEY CONTROL
 SC1696
 SC1696  NAD 83(1991)-  46 11 25.07568(N)    123 10 03.87493(W) AD(       ) 4
 SC1696  NAD 83(1986)-  46 11 25.09053(N)    123 10 03.87242(W) AD(       ) 4
 SC1696  NAD 27      -  46 11 25.69104(N)    123 09 59.44306(W) AD(       ) 3
 SC1696
 SC1696.Superseded values are not recommended for survey control.
 SC1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1696.See file dsdata.txt to determine how the superseded data were derived.
 SC1696
 SC1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8705615205(NAD 83)
 SC1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1696+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2004
 SC1696
 SC1696  HISTORY     - Date     Condition        Report By
 SC1696  HISTORY     - 1936     MONUMENTED       CGS
 SC1696  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1696  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1696  HISTORY     - 20041212 GOOD             USPSQD
 SC1696
 SC1696                          STATION DESCRIPTION
 SC1696
 SC1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1696'THE TRIANGULATION STATION IS THE CENTER OF THE NAVIGATION LIGHT.
 SC1696
 SC1696                          STATION RECOVERY (1949)
 SC1696
 SC1696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1696'STATION IS LOCATED ON THE N SIDE OF THE COLUMBIA RIVER, ON A ROCKY,
 SC1696'ROUNDED HEADLAND, KNOWN LOCALLY AS ABERNETHY POINT, WHICH IS
 SC1696'DOWNSTREAM AND TANGENT TO THE MOUTH OF ABERNETHY CREEK.  THE STATION
 SC1696'LIES ABOUT 6.0 METERS FROM THE SHORELINE AND IS ABOUT 20 FEET ABOVE
 SC1696'IT.
 SC1696'
 SC1696'STATION IS A LIGHT ATOP A SMALL WHITE HOUSE.
 SC1696
 SC1696                          STATION RECOVERY (1950)
 SC1696
 SC1696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1696'THE STATION IS LOCATED ON THE N SIDE OF THE COLUMBIA RIVER, ON A
 SC1696'ROCKY ROUNDED HEADLAND, KNOWN LOCALLY AS ABERNETHY POINT, WHICH IS
 SC1696'DOWNSTREAM AND TANGENT TO THE MOUTH OF ABERNETHY CREEK.  THE POINT
 SC1696'OF INTERSECTION IS THE CENTER OF THE LIGHT MOUNTED ON TOP OF WHITE
 SC1696'HOUSE.  THE STATION LIES ABOUT 6.0 METERS FROM THE SHORELINE AND
 SC1696'ABOUT 20.0 FEET ABOVE IT.
 SC1696'
 SC1696'THE 1950 EDITION OF THE PACIFIC COAST LIGHT LIST LISTS THIS
 SC1696'STATION AS ABERNETHY POINT QK.F1.W., ESTABLISHED IN 1909, REBUILT IN
 SC1696'1928.
 SC1696'
 SC1696'STATION WAS RECOVERED IN GOOD CONDITION.
 SC1696
 SC1696                          STATION RECOVERY (2004)
 SC1696
 SC1696'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC1696'2004 EDITION OF CG LIGHT LIST LISTS THIS STATION AS ABERNATHY POINT
 SC1696'LIGHT 83. CG NUMBER 10640  FL G 2.5S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1611 ***********************************************************************
 SC1611  DESIGNATION -  ABERNETHY LOOKOUT TOWER 1947
 SC1611  PID         -  SC1611
 SC1611  STATE/COUNTY-  WA/COWLITZ
 SC1611  USGS QUAD   -  ABERNATHY MOUNTAIN (1986)
 SC1611
 SC1611                         *CURRENT SURVEY CONTROL
 SC1611  ___________________________________________________________________
 SC1611* NAD 83(1991)-  46 20 33.68134(N)    123 05 58.33682(W)     ADJUSTED  
 SC1611* NAVD 88     -       786.     (meters)    2579.     (feet)  SCALED    
 SC1611  ___________________________________________________________________
 SC1611  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 SC1611  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SC1611
 SC1611  HORZ ORDER  -  THIRD
 SC1611
 SC1611.The horizontal coordinates were established by classical geodetic methods
 SC1611.and adjusted by the National Geodetic Survey in December 1991..
 SC1611
 SC1611.The orthometric height was scaled from a topographic map.
 SC1611
 SC1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1611
 SC1611.The geoid height was determined by GEOID03.
 SC1611
 SC1611;                    North         East     Units Scale Factor Converg.
 SC1611;SPC WA S     -   115,486.509   299,929.509   MT  0.99992350   -1 53 17.9
 SC1611;SPC WA S     -   378,891.99    984,018.73   sFT  0.99992350   -1 53 17.9
 SC1611;UTM  10      - 5,132,128.579   492,340.263   MT  0.99960072   -0 04 19.3
 SC1611
 SC1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1611!SPC WA S     -   0.99988004  x   0.99992350  =   0.99980355
 SC1611!UTM  10      -   0.99988004  x   0.99960072  =   0.99948081
 SC1611
 SC1611                          SUPERSEDED SURVEY CONTROL
 SC1611
 SC1611  NAD 83(1991)-  46 20 33.68247(N)    123 05 58.33687(W) AD(       ) 4
 SC1611  NAD 83(1986)-  46 20 33.69465(N)    123 05 58.33639(W) AD(       ) 4
 SC1611  NAD 27      -  46 20 34.30533(N)    123 05 53.90099(W) AD(       ) 3
 SC1611
 SC1611.Superseded values are not recommended for survey control.
 SC1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1611.See file dsdata.txt to determine how the superseded data were derived.
 SC1611
 SC1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9234032129(NAD 83)
 SC1611
 SC1611  HISTORY     - Date     Condition        Report By
 SC1611  HISTORY     - 1947     MONUMENTED       CGS
 SC1611  HISTORY     - 1960     SEE DESCRIPTION  NPRR
 SC1611  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SC1611
 SC1611                          STATION DESCRIPTION
 SC1611
 SC1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SC1611'INTERSECTED BY DISTANCE AND DIRECTION.
 SC1611'
 SC1611'IT IS ON THE SUMMIT OF ABERNETHY MOUNTAIN, ABOUT 3-1/2 MILES
 SC1611'SOUTHWEST OF THE TOWN OF RYDERWOOD, AT THE HEADWATERS OF
 SC1611'CAMPBELL CREEK.
 SC1611'
 SC1611'IT IS A WOODEN STRUCTURE ABOUT 100 FEET HIGH, AND THE CABIN ON
 SC1611'TOP IS ABOUT 10 FEET SQUARE.  IT IS OPERATED BY THE WASHINGTON
 SC1611'STATE DIVISION OF FORESTRY.
 SC1611
 SC1611                          STATION RECOVERY (1960)
 SC1611
 SC1611'RECOVERY NOTE BY NORTHERN PACIFIC RAILROAD 1960
 SC1611'STATION IS LOST.
 SC1611'
 SC1611'MR. WITTER, TIMBER AND LANDS DIVISION, NORTHERN PACIFIC RAILROAD,
 SC1611'REPORTS THAT TOWER HAS BEEN MOVED SINCE 1947.
 SC1611
 SC1611                          STATION RECOVERY (1976)
 SC1611
 SC1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SC1611'THE STATION IS LOST.  THE LOOKOUT TOWER HAS BEEN DISMANTLED.
 SC1611'
 SC1611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC1611'3-1/2 MILES SW OF RYDERWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1612 ***********************************************************************
 SC1612  DESIGNATION -  ABERNETHY USE 1947
 SC1612  PID         -  SC1612
 SC1612  STATE/COUNTY-  WA/COWLITZ
 SC1612  USGS QUAD   -  ABERNATHY MOUNTAIN (1986)
 SC1612
 SC1612                         *CURRENT SURVEY CONTROL
 SC1612  ___________________________________________________________________
 SC1612* NAD 83(1991)-  46 20 08.10230(N)    123 05 46.76606(W)     ADJUSTED  
 SC1612* NAVD 88     -       794.0    (meters)    2605.     (feet)  VERTCON   
 SC1612  ___________________________________________________________________
 SC1612  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 SC1612  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SC1612
 SC1612  HORZ ORDER  -  THIRD
 SC1612
 SC1612.The horizontal coordinates were established by classical geodetic methods
 SC1612.and adjusted by the National Geodetic Survey in December 1991..
 SC1612
 SC1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1612
 SC1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1612
 SC1612.The geoid height was determined by GEOID03.
 SC1612
 SC1612;                    North         East     Units Scale Factor Converg.
 SC1612;SPC WA S     -   114,689.040   300,150.798   MT  0.99992403   -1 53 09.5
 SC1612;SPC WA S     -   376,275.63    984,744.74   sFT  0.99992403   -1 53 09.5
 SC1612;UTM  10      - 5,131,338.780   492,586.637   MT  0.99960068   -0 04 10.8
 SC1612
 SC1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1612!SPC WA S     -   0.99987879  x   0.99992403  =   0.99980283
 SC1612!UTM  10      -   0.99987879  x   0.99960068  =   0.99947952
 SC1612
 SC1612                          SUPERSEDED SURVEY CONTROL
 SC1612
 SC1612  NAD 83(1991)-  46 20 08.10328(N)    123 05 46.76611(W) AD(       ) 3
 SC1612  NAD 83(1986)-  46 20 08.11587(N)    123 05 46.76556(W) AD(       ) 3
 SC1612  NAD 27      -  46 20 08.72689(N)    123 05 42.33148(W) AD(       ) 3
 SC1612  NGVD 29 (07/19/86)  793.0    (m)         2602.     (f) VERT ANG       
 SC1612
 SC1612.Superseded values are not recommended for survey control.
 SC1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1612.See file dsdata.txt to determine how the superseded data were derived.
 SC1612
 SC1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9258731339(NAD 83)
 SC1612_MARKER: DD = SURVEY DISK
 SC1612_SETTING: 0 = UNSPECIFIED SETTING
 SC1612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1612
 SC1612  HISTORY     - Date     Condition        Report By
 SC1612  HISTORY     - 1947     MONUMENTED       USE
 SC1612  HISTORY     - 1966     GOOD             CGS
 SC1612
 SC1612                          STATION DESCRIPTION
 SC1612
 SC1612'DESCRIBED BY US ENGINEERS 1947 (WRH)
 SC1612'INTERSECTION STATION.
 SC1612'
 SC1612'THE STATION IS A U.S. ARMY ENGINEERS MAP CONTROL STATION DISK,
 SC1612'STAMPED ABERNETHY.  IT WAS ESTABLISHED IN 1937.  IT IS ON THE
 SC1612'SUMMIT OF THE SECOND HILL SOUTH OF THE ABERNETHY LOOKOUT, ABOUT
 SC1612'1/2 MILE DISTANT.
 SC1612'
 SC1612'THIS STATION WAS NOT OCCUPIED, AND REFERENCE MARKS WERE NOT SET.
 SC1612'
 SC1612'TO REACH THE STATION FROM CASTLE ROCK.  GO WEST FROM THE CITY
 SC1612'HALL, CROSSING THE BRIDGE OVER THE COWLITZ RIVER, FOR 0.6 MILE TO
 SC1612'HIGHWAY JUNCTION.  TURN RIGHT ON COUNTY ROAD NO. 16 NORTH AND GO
 SC1612'2.9 MILES.  TURN LEFT ON GRAVEL ROAD, UPGRADE, AS PER SIGN BEEBE
 SC1612'ROAD AND GO 1.5 MILES.  TURN LEFT, PASSING JUST NORTH OF A HOUSE
 SC1612'AT A DIVISION OF FORESTRY SIGN, AND GO 0.3 MILE TO A LOCKED
 SC1612'GATE.  PROCURE KEY FROM MR. AMON BEBE, STATE FORESTRY FIRE
 SC1612'HALL, ASH ST., KELSO, WASHINGTON.  CONTINUE FROM LOCKED GATE
 SC1612'FOR 8.1 MILES TO AN INTERSECTION.  TURN LEFT AND GO 9.4 MILES
 SC1612'TO A FORK.  TAKE RIGHT FORK AND GO 1.6 MILES.  FROM HERE
 SC1612'THE STATION IS ABOUT 100 YARDS TO THE RIGHT, EAST, ON A LITTLE
 SC1612'LOGGED OFF KNOLL.
 SC1612
 SC1612                          STATION RECOVERY (1966)
 SC1612
 SC1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 SC1612'THE STATION MARK, STAMPED ABERNETHY 1937, WAS RECOVERED AS
 SC1612'DESCRIBED.  A METAL WITNESS POST WAS PLACED 1 FOOT SOUTH OF THE
 SC1612'STATION.
 SC1612'
 SC1612'NOTE--THE FORESTRY OFFICES ARE NOW 1 MILE NORTHEAST OF KELSO ON
 SC1612'THE WEST SIDE OF INTERSTATE 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2001 ***********************************************************************
 TR2001  DESIGNATION -  ABNER
 TR2001  PID         -  TR2001
 TR2001  STATE/COUNTY-  WA/WHATCOM
 TR2001  USGS QUAD   -  LUMMI ISLAND (1994)
 TR2001
 TR2001                         *CURRENT SURVEY CONTROL
 TR2001  ___________________________________________________________________
 TR2001* NAD 83(1991)-  48 40 48.16387(N)    122 37 37.06374(W)     ADJUSTED  
 TR2001* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2001  ___________________________________________________________________
 TR2001  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 TR2001  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 TR2001
 TR2001  HORZ ORDER  -  THIRD
 TR2001
 TR2001.The horizontal coordinates were established by classical geodetic methods
 TR2001.and adjusted by the National Geodetic Survey in December 1991..
 TR2001
 TR2001.The orthometric height was scaled from a topographic map.
 TR2001
 TR2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2001
 TR2001.The geoid height was determined by GEOID03.
 TR2001
 TR2001;                    North         East     Units Scale Factor Converg.
 TR2001;SPC WA N     -   188,336.726   367,931.594   MT  0.99999042   -1 20 07.4
 TR2001;SPC WA N     -   617,901.41  1,207,122.24   sFT  0.99999042   -1 20 07.4
 TR2001;UTM  10      - 5,391,956.087   527,459.246   MT  0.99960926   +0 16 48.6
 TR2001
 TR2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2001!SPC WA N     -   1.00000292  x   0.99999042  =   0.99999334
 TR2001!UTM  10      -   1.00000292  x   0.99960926  =   0.99961218
 TR2001
 TR2001|---------------------------------------------------------------------|
 TR2001| PID    Reference Object                     Distance      Geod. Az  |
 TR2001|                                                           dddmmss.s |
 TR2001| CF7484 ABNER RM 1                            4.286 METERS 23519     |
 TR2001| TR1992 BEACH 1956                          APPROX. 1.8 KM 3144746.4 |
 TR2001| CF7485 ABNER RM 2                           11.792 METERS 33840     |
 TR2001|---------------------------------------------------------------------|
 TR2001
 TR2001                          SUPERSEDED SURVEY CONTROL
 TR2001
 TR2001  NAD 83(1986)-  48 40 48.16589(N)    122 37 37.06665(W) AD(       ) 3
 TR2001  NAD 27      -  48 40 48.78200(N)    122 37 32.44500(W) AD(       ) 3
 TR2001
 TR2001.Superseded values are not recommended for survey control.
 TR2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2001.See file dsdata.txt to determine how the superseded data were derived.
 TR2001
 TR2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2745991956(NAD 83)
 TR2001_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2001_SETTING: 66 = SET IN ROCK OUTCROP
 TR2001
 TR2001  HISTORY     - Date     Condition        Report By
 TR2001  HISTORY     - 1956     MONUMENTED       CGS
 TR2001  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 TR2001  HISTORY     - 1984     GOOD             LOCENG
 TR2001
 TR2001                          STATION DESCRIPTION
 TR2001
 TR2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (KBJ)
 TR2001'THE STATION IS LOCATED ON THE EASTERN SHORE OF LUMMI ISLAND AT
 TR2001'THE NORTHERN END OF PROMINENT PENINSULA 0.6 MILE NORTH OF INATI
 TR2001'BAY AND ABOUT 25 FEET ABOVE THE WATER.
 TR2001'
 TR2001'THE STATION IS MARKED WITH A STANDARD DISK CEMENTED IN A DRILL
 TR2001'HOLE IN BEDROCK AND STAMPED ABNER 1956.
 TR2001'
 TR2001'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 TR2001'HOLE IN BEDROCK, SW OF THE STATION, AND STAMPED RM 1 1956.
 TR2001'
 TR2001'REFERENCE MARK NO.2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 TR2001'IN BEDROCK, NW OF THE STATION, AND STAMPED RM 2 1956.
 TR2001
 TR2001                          STATION RECOVERY (1961)
 TR2001
 TR2001'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (CB)
 TR2001'STATION AND DESCRIPTION RECOVERED AND FOUND IN GOOD CONDITION.
 TR2001
 TR2001                          STATION RECOVERY (1984)
 TR2001
 TR2001'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (MBP)
 TR2001'STATION AND BOTH REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 TR2001'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4418 ***********************************************************************
 SY4418  DESIGNATION -  ABOE 1957
 SY4418  PID         -  SY4418
 SY4418  STATE/COUNTY-  WA/KING
 SY4418  USGS QUAD   -  POVERTY BAY (1994)
 SY4418
 SY4418                         *CURRENT SURVEY CONTROL
 SY4418  ___________________________________________________________________
 SY4418* NAD 83(1991)-  47 31 57.49083(N)    122 18 43.75147(W)     ADJUSTED  
 SY4418* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY4418  ___________________________________________________________________
 SY4418  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 SY4418  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 SY4418
 SY4418  HORZ ORDER  -  SECOND
 SY4418
 SY4418.The horizontal coordinates were established by classical geodetic methods
 SY4418.and adjusted by the National Geodetic Survey in December 1991..
 SY4418
 SY4418.The orthometric height was scaled from a topographic map.
 SY4418
 SY4418.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4418
 SY4418.The geoid height was determined by GEOID03.
 SY4418
 SY4418;                    North         East     Units Scale Factor Converg.
 SY4418;SPC WA N     -    60,289.503   388,657.016   MT  0.99999407   -1 06 03.6
 SY4418;SPC WA N     -   197,799.81  1,275,118.89   sFT  0.99999407   -1 06 03.6
 SY4418;UTM  10      - 5,264,586.065   551,771.882   MT  0.99963294   +0 30 26.7
 SY4418
 SY4418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4418!SPC WA N     -   1.00000302  x   0.99999407  =   0.99999709
 SY4418!UTM  10      -   1.00000302  x   0.99963294  =   0.99963596
 SY4418
 SY4418:                Primary Azimuth Mark                     Grid Az
 SY4418:SPC WA N     -  RAIL                                     089 11 36.3
 SY4418:UTM  10      -  RAIL                                     087 35 06.0
 SY4418
 SY4418|---------------------------------------------------------------------|
 SY4418| PID    Reference Object                     Distance      Geod. Az  |
 SY4418|                                                           dddmmss.s |
 SY4418| SY0471 RAIL                                APPROX. 1.2 KM 0880532.7 |
 SY4418|---------------------------------------------------------------------|
 SY4418
 SY4418                          SUPERSEDED SURVEY CONTROL
 SY4418
 SY4418  NAD 83(1986)-  47 31 57.48472(N)    122 18 43.75873(W) AD(       ) 2
 SY4418  NAD 27      -  47 31 58.12920(N)    122 18 39.31190(W) AD(       ) 2
 SY4418
 SY4418.Superseded values are not recommended for survey control.
 SY4418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4418.See file dsdata.txt to determine how the superseded data were derived.
 SY4418
 SY4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5177264586(NAD 83)
 SY4418_MARKER: Z = SEE DESCRIPTION
 SY4418_SETTING: 0 = UNSPECIFIED SETTING
 SY4418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4418
 SY4418  HISTORY     - Date     Condition        Report By
 SY4418  HISTORY     - 1957     MONUMENTED       CGS
 SY4418  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4418
 SY4418                          STATION DESCRIPTION
 SY4418
 SY4418'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SY4418'THE STATION IS LOCATED AT THE SEATTLE BOEING PLANT AND ON THE
 SY4418'HIGHEST PART OF THE ENGINEERING BUILDING.  THE STATION MARK,
 SY4418'STAMPED ABOE 1957, IS A STANDARD STATION MARK DISK SET IN A DRILL
 SY4418'HOLE IN A CONCRETE PARTITION.  THE PARTITION IS ABOUT 1 FOOT WIDE
 SY4418'AND 6 FEET HIGH AND CONNECTS 2 SMALL FLATTOP BUILDINGS AND IS 72
 SY4418'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE ROOF.
 SY4418'
 SY4418'TO REACH THE STATION PERMISSION MUST BE OBTAINED AT THE MAIN
 SY4418'GUARD GATE AND A GUARD WILL ACCOMPANY YOU TO THE ROOF AND THE
 SY4418'STATION.
 SY4418'
 SY4418'NO REFERENCE MARKS WERE SET.
 SY4418
 SY4418                          STATION RECOVERY (1963)
 SY4418
 SY4418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4418'THE STATION WAS RECOVERED AS DESCRIBED.  THERE ARE FOUR LARGE
 SY4418'VENTILATORS, CALLED CHILLERS, ON THE ROOF OF THE NEW ENGINEERING
 SY4418'BUILDING AND THE STATION IS ON THE 1 FOOT WIDE CONCRETE WALL
 SY4418'BETWEEN THE SOUTH TWO CHILLERS.
 SY4418'
 SY4418'THE STATION IS AT BOEING PLANT NO. 2, AND MAY BE REACHED BY
 SY4418'CONTACTING THE RECEPTIONIST IN THE ADMINISTRATION BUILDING ON THE
 SY4418'WEST SIDE OF E. MARGINAL WAY, 0.1 MILE SOUTH OF 16TH AVENUE
 SY4418'SOUTH.  ASK THE RECEPTIONIST IF SHE WOULD HAVE SOMEONE FROM THE
 SY4418'FACILITIES DEPARTMENT ACCOMPANY YOU TO THE ROOF OF THE NEW
 SY4418'ENGINEERING BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2005 ***********************************************************************
 SY2005  DESIGNATION -  ABRAHAMSON 1937
 SY2005  PID         -  SY2005
 SY2005  STATE/COUNTY-  WA/KING
 SY2005  USGS QUAD   -  AUBURN (1994)
 SY2005
 SY2005                         *CURRENT SURVEY CONTROL
 SY2005  ___________________________________________________________________
 SY2005* NAD 83(1991)-  47 20 30.68154(N)    122 10 22.19028(W)     ADJUSTED  
 SY2005* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 SY2005  ___________________________________________________________________
 SY2005  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 SY2005  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 SY2005
 SY2005  HORZ ORDER  -  SECOND
 SY2005
 SY2005.The horizontal coordinates were established by classical geodetic methods
 SY2005.and adjusted by the National Geodetic Survey in December 1991..
 SY2005
 SY2005.The orthometric height was scaled from a topographic map.
 SY2005
 SY2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2005
 SY2005.The geoid height was determined by GEOID03.
 SY2005
 SY2005;                    North         East     Units Scale Factor Converg.
 SY2005;SPC WA N     -    38,889.525   398,776.566   MT  1.00003325   -0 59 50.2
 SY2005;SPC WA N     -   127,590.05  1,308,319.45   sFT  1.00003325   -0 59 50.2
 SY2005;SPC WA S     -   224,597.992   373,594.206   MT  1.00000196   -1 12 54.5
 SY2005;SPC WA S     -   736,868.58  1,225,700.32   sFT  1.00000196   -1 12 54.5
 SY2005;UTM  10      - 5,243,486.170   562,483.621   MT  0.99964798   +0 36 30.0
 SY2005
 SY2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2005!SPC WA N     -   0.99997879  x   1.00003325  =   1.00001204
 SY2005!SPC WA S     -   0.99997879  x   1.00000196  =   0.99998075
 SY2005!UTM  10      -   0.99997879  x   0.99964798  =   0.99962677
 SY2005
 SY2005                          SUPERSEDED SURVEY CONTROL
 SY2005
 SY2005  NAD 83(1986)-  47 20 30.67389(N)    122 10 22.20156(W) AD(       ) 2
 SY2005  NAD 27      -  47 20 31.32000(N)    122 10 17.77400(W) AD(       ) 2
 SY2005
 SY2005.Superseded values are not recommended for survey control.
 SY2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2005.See file dsdata.txt to determine how the superseded data were derived.
 SY2005
 SY2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6248443486(NAD 83)
 SY2005
 SY2005  HISTORY     - Date     Condition        Report By
 SY2005  HISTORY     - 1936     MONUMENTED       WAGS
 SY2005  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2005  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY2005
 SY2005                          STATION DESCRIPTION
 SY2005
 SY2005'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SY2005'THIS STATION IS LOCATED ABOUT 4 MILES SE OF KENT ON THE FARM OF
 SY2005'HENRY ABRAHAMSON.  FROM CENTRAL AVENUE AND EAST SMITH STREET, GO
 SY2005'E ON EAST SMITH STREET AND FOLLOW PAVEMENT SE 1.7 MILES TO PAVEMENT
 SY2005'INTERSECTION, TAKE RIGHT FORK GO 1.7 MILES, TURN RIGHT (S) AND
 SY2005'GO 1.4 MILES TO FARMHOUSE ON THE E SIDE OF THE ROAD.  DRIVE INTO
 SY2005'FARM YARD AND TO N AND E OF BARN THROUGH GATE, THEN E TO THE TOP
 SY2005'OF THE HILL.
 SY2005'
 SY2005'STATION IS ONE POST N OF E GATE NEAR THE S END OF THE
 SY2005'LANE.  STATION IS MARKED BY STANDARD BRONZE DISK.
 SY2005
 SY2005                          STATION RECOVERY (1963)
 SY2005
 SY2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2005'A REFERENCE MARK DISK WAS FOUND, STAMPED ABRAHAMSON 1936 KING
 SY2005'CO. AERIAL.  IT IS A STANDARD USC AND GS REFERENCE MARK DISK, AND
 SY2005'SINCE THE ORIGINAL DESCRIPTION DOES NOT MENTION A REFERENCE MARK,
 SY2005'OR GIVE ANY DISTANCE OR DIRECTION TO A REFERENCE MARK, IT IS
 SY2005'POSSIBLE THIS DISK MARKS THE STATION.  (IF ORIGINAL RECORDS ARE
 SY2005'AVAILABLE IN WASHINGTON, PERHAPS THIS COULD BE VERIFIED.) THE
 SY2005'MARK IS SET IN AN 18-INCH BY 6-INCH DARK COLORED BOULDER, FLUSH
 SY2005'WITH THE GROUND IN A HAYFIELD, 0.15 MILE EAST OF MR. ERNEST C.
 SY2005'HILLS HOUSE AT 29104-124TH AVE. SE.  IT IS 120 YARDS S. 64 DEG E.
 SY2005'(MAG.) FROM THE SOUTHWEST CORNER OF THE HOUSE AT 28830-124TH AVE.
 SY2005'S.E., 0.15 MILE N. 62 DEG (MAG.) FROM MR. HILLS HOUSE, 25 YARDS
 SY2005'N. 20 DEG W (MAG.) OF A LARGE STUMP IN THE NORTHWEST CORNER OF
 SY2005'A SMALL PIECE OF UNCULTIVATED LAND AND 5 YARDS S. 20 DEG
 SY2005'E. (MAR.) OF A 12X18 INCH ROCK THAT PROJECTS 3 INCHES ON A
 SY2005'SLIGHT RISE IN THE HAYFIELD.  TO REACH FROM MAILBOX AT
 SY2005'29104-124TH AVE. SE, GO EAST ON THE DRIVEWAY 150 FEET TO THE
 SY2005'HOUSE, THEN SOUTHEAST 100 FEET TO THE GATE AT THE NORTHEAST
 SY2005'CORNER OF THE BARN, THEN EAST ALONG THE NORTH SIDE OF THE
 SY2005'FENCE FOR 0.15 MILE TO THE SUMMIT OF THE RISE, THE LARGE STUMP ON
 SY2005'THE RIGHT AND THE MARK ON THE LEFT.
 SY2005
 SY2005                          STATION RECOVERY (1969)
 SY2005
 SY2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY2005'A LARGE HOUSE HAS BEEN BUILT ON THE TOP OF THIS HILL.  THE OWNER
 SY2005'STATES THAT PRIOR TO BUILDING THE HOUSE, THE TOP OF THE HILL WAS
 SY2005'BUILT UP THREE OR FOUR FEET WITH FILL.  AN ATTEMPT WAS MADE TO
 SY2005'KEEP TRACK OF THE MARK DURING THE FILLING OPERATION, BUT THIS WAS
 SY2005'UNSUCCESSFUL AND ITS LOCATION WAS LOST.  THE MARK IS NOW UNDER
 SY2005'THE GARAGE OR THE BLACKTOP IN FRONT OF THE GARAGE, BUT HE DOES
 SY2005'NOT KNOW JUST WHERE.  STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2794 ***********************************************************************
 RD2794  DESIGNATION -  ABRAMS
 RD2794  PID         -  RD2794
 RD2794  STATE/COUNTY-  WA/CLARK
 RD2794  USGS QUAD   -  RIDGEFIELD (1990)
 RD2794
 RD2794                         *CURRENT SURVEY CONTROL
 RD2794  ___________________________________________________________________
 RD2794* NAD 83(1991)-  45 47 47.04795(N)    122 44 24.42142(W)     ADJUSTED  
 RD2794* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 RD2794  ___________________________________________________________________
 RD2794  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 RD2794  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 RD2794
 RD2794  HORZ ORDER  -  THIRD
 RD2794
 RD2794.The horizontal coordinates were established by classical geodetic methods
 RD2794.and adjusted by the National Geodetic Survey in December 1991..
 RD2794
 RD2794.The orthometric height was scaled from a topographic map.
 RD2794
 RD2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2794
 RD2794.The geoid height was determined by GEOID03.
 RD2794
 RD2794;                    North         East     Units Scale Factor Converg.
 RD2794;SPC WA S     -    53,943.579   325,859.707   MT  1.00000858   -1 37 38.0
 RD2794;SPC WA S     -   176,979.89  1,069,091.39   sFT  1.00000858   -1 37 38.0
 RD2794;SPC OR N     -   239,079.766 2,325,868.008   MT  0.99995461   -1 35 19.2
 RD2794;SPC OR N     -   784,382.43  7,630,800.55   iFT  0.99995461   -1 35 19.2
 RD2794;UTM  10      - 5,071,459.622   520,197.015   MT  0.99960501   +0 11 10.7
 RD2794
 RD2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2794!SPC WA S     -   0.99999757  x   1.00000858  =   1.00000615
 RD2794!SPC OR N     -   0.99999757  x   0.99995461  =   0.99995218
 RD2794!UTM  10      -   0.99999757  x   0.99960501  =   0.99960258
 RD2794
 RD2794                          SUPERSEDED SURVEY CONTROL
 RD2794
 RD2794  NAD 83(1991)-  45 47 47.04795(N)    122 44 24.42142(W) AD(       ) 3
 RD2794  NAD 83(1986)-  45 47 47.06688(N)    122 44 24.42002(W) AD(       ) 3
 RD2794  NAD 27      -  45 47 47.65300(N)    122 44 20.06000(W) AD(       ) 3
 RD2794
 RD2794.Superseded values are not recommended for survey control.
 RD2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2794.See file dsdata.txt to determine how the superseded data were derived.
 RD2794
 RD2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2019771460(NAD 83)
 RD2794
 RD2794  HISTORY     - Date     Condition        Report By
 RD2794  HISTORY     - 1881     FIRST OBSERVED   CGS
 RD2794  HISTORY     - 1937     MARK NOT FOUND   CGS
 RD2794
 RD2794                          STATION DESCRIPTION
 RD2794
 RD2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD2794'THIS STATION IS LOCATED ALONG THE COLUMBIA RIVER AND COASTS OF OREGON
 RD2794'AND NORTHERN CALIFORNIA, AND IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0214 ***********************************************************************
 TQ0214  DESIGNATION -  AC
 TQ0214  PID         -  TQ0214
 TQ0214  STATE/COUNTY-  WA/WHATCOM
 TQ0214  USGS QUAD   -  ROSS DAM (1971)
 TQ0214
 TQ0214                         *CURRENT SURVEY CONTROL
 TQ0214  ___________________________________________________________________
 TQ0214* NAD 83(1986)-  48 43 40.     (N)    121 01 42.     (W)     SCALED    
 TQ0214* NAVD 88     -       549.893  (meters)    1804.11   (feet)  ADJUSTED  
 TQ0214  ___________________________________________________________________
 TQ0214  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 TQ0214  DYNAMIC HT  -         549.950 (meters)    1804.29  (feet)  COMP
 TQ0214  MODELED GRAV-     980,698.0   (mgal)                       NAVD 88
 TQ0214
 TQ0214  VERT ORDER  -  FIRST     CLASS II
 TQ0214
 TQ0214.The horizontal coordinates were scaled from a topographic map and have
 TQ0214.an estimated accuracy of +/- 6 seconds.
 TQ0214
 TQ0214.The orthometric height was determined by differential leveling
 TQ0214.and adjusted by the National Geodetic Survey in June 1991..
 TQ0214
 TQ0214.The geoid height was determined by GEOID03.
 TQ0214
 TQ0214.The dynamic height is computed by dividing the NAVD 88
 TQ0214.geopotential number by the normal gravity value computed on the
 TQ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0214.degrees latitude (g = 980.6199 gals.).
 TQ0214
 TQ0214.The modeled gravity was interpolated from observed gravity values.
 TQ0214
 TQ0214;                    North         East    Units  Estimated Accuracy
 TQ0214;SPC WA N     -   192,120.      485,650.      MT  (+/- 180 meters Scaled)
 TQ0214
 TQ0214                          SUPERSEDED SURVEY CONTROL
 TQ0214
 TQ0214  NGVD 29 (??/??/92)  548.658  (m)         1800.06   (f) ADJ UNCH    1 2
 TQ0214
 TQ0214.Superseded values are not recommended for survey control.
 TQ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0214.See file dsdata.txt to determine how the superseded data were derived.
 TQ0214
 TQ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU449990(NAD 83)
 TQ0214_MARKER: N = NAIL
 TQ0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0214_SP_SET: FIR TREE
 TQ0214_STAMPING: AC
 TQ0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0214
 TQ0214  HISTORY     - Date     Condition        Report By
 TQ0214  HISTORY     - UNK      MONUMENTED       CGS
 TQ0214  HISTORY     - 1958     GOOD             NGS
 TQ0214
 TQ0214                          STATION DESCRIPTION
 TQ0214
 TQ0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0214'2.35 MI E FROM ROSS DAM.
 TQ0214'2.35 MILES EAST ALONG RUBY CREEK TRAIL FROM THE SOUTHEAST END OF ROSS
 TQ0214'DAM, IN THE TOP OF THE NORTHWEST ROOT OF A 24-INCH FIR TREE WITH A
 TQ0214'TRIANGULAR BLAZE, 7 FEET EAST OF THE CENTER OF THE TRAIL, ABOUT 3 FEET
 TQ0214'HIGHER THAN THE TRAIL, AND ABOUT 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2519 ***********************************************************************
 SA2519  DESIGNATION -  ACAD 76
 SA2519  PID         -  SA2519
 SA2519  STATE/COUNTY-  WA/BENTON
 SA2519  USGS QUAD   -  BENTON CITY (1974)
 SA2519
 SA2519                         *CURRENT SURVEY CONTROL
 SA2519  ___________________________________________________________________
 SA2519* NAD 83(1986)-  46 22 23.     (N)    119 27 37.     (W)     SCALED    
 SA2519* NAVD 88     -       215.25   (meters)     706.2    (feet)  RESET     
 SA2519  ___________________________________________________________________
 SA2519  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 SA2519
 SA2519  VERT ORDER  -  THIRD
 SA2519
 SA2519.The horizontal coordinates were scaled from a topographic map and have
 SA2519.an estimated accuracy of +/- 6 seconds.
 SA2519
 SA2519.The orthometric height was computed from unverified reset data.
 SA2519.No vertical observational check was made to the station.
 SA2519
 SA2519.The geoid height was determined by GEOID03.
 SA2519
 SA2519;                    North         East    Units  Estimated Accuracy
 SA2519;SPC WA S     -   116,090.      579,990.      MT  (+/- 180 meters Scaled)
 SA2519
 SA2519                          SUPERSEDED SURVEY CONTROL
 SA2519
 SA2519  NGVD 29 (12/17/02)  214.20   (m)          702.8    (f) RESET       3  
 SA2519
 SA2519.Superseded values are not recommended for survey control.
 SA2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2519.See file dsdata.txt to determine how the superseded data were derived.
 SA2519
 SA2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM107384(NAD 83)
 SA2519_MARKER: DB = BENCH MARK DISK
 SA2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2519_SP_SET: CONCRETE POST
 SA2519_STAMPING: ACAD 76 IOWA
 SA2519_MARK LOGO: NGS   
 SA2519_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2519+STABILITY: SURFACE MOTION
 SA2519
 SA2519  HISTORY     - Date     Condition        Report By
 SA2519  HISTORY     - 1982     MONUMENTED       NGS
 SA2519
 SA2519                          STATION DESCRIPTION
 SA2519
 SA2519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SA2519'13.8 KM (8.6 MI) NORTH ALONG THE SURFACED ROAD FROM THE POST OFFICE IN
 SA2519'BENTON CITY TO A SIDE ROAD LEFT, THENCE LEFT SOUTHWEST FOR 0.40 KM
 SA2519'(0.25 MI) TO THE DEPARTMENT OF ENERGY GATE, THENCE 1.05 KM (0.65 MI)
 SA2519'TO THE MARK ON THE LEFT, 14.3 M (46.9 FT) SOUTHEAST OF THE CENTER OF
 SA2519'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2013 ***********************************************************************
 SY2013  DESIGNATION -  ACADEMY
 SY2013  PID         -  SY2013
 SY2013  STATE/COUNTY-  WA/KING
 SY2013  USGS QUAD   -  AUBURN (1994)
 SY2013
 SY2013                         *CURRENT SURVEY CONTROL
 SY2013  ___________________________________________________________________
 SY2013* NAD 83(1991)-  47 16 45.72057(N)    122 09 55.42786(W)     ADJUSTED  
 SY2013* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 SY2013  ___________________________________________________________________
 SY2013  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 SY2013  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 SY2013
 SY2013  HORZ ORDER  -  SECOND
 SY2013
 SY2013.The horizontal coordinates were established by classical geodetic methods
 SY2013.and adjusted by the National Geodetic Survey in December 1991..
 SY2013
 SY2013.The orthometric height was scaled from a topographic map.
 SY2013
 SY2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2013
 SY2013.The geoid height was determined by GEOID03.
 SY2013
 SY2013;                    North         East     Units Scale Factor Converg.
 SY2013;SPC WA N     -    31,933.181   399,218.032   MT  1.00004845   -0 59 30.3
 SY2013;SPC WA N     -   104,767.44  1,309,767.83   sFT  1.00004845   -0 59 30.3
 SY2013;SPC WA S     -   217,640.337   374,009.192   MT  0.99998810   -1 12 35.1
 SY2013;SPC WA S     -   714,041.67  1,227,061.82   sFT  0.99998810   -1 12 35.1
 SY2013;UTM  10      - 5,236,547.645   563,119.536   MT  0.99964896   +0 36 47.4
 SY2013
 SY2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2013!SPC WA N     -   0.99998191  x   1.00004845  =   1.00003036
 SY2013!SPC WA S     -   0.99998191  x   0.99998810  =   0.99997001
 SY2013!UTM  10      -   0.99998191  x   0.99964896  =   0.99963087
 SY2013
 SY2013:                Primary Azimuth Mark                     Grid Az
 SY2013:SPC WA N     -  HEAD                                     110 44 45.4
 SY2013:SPC WA S     -  HEAD                                     110 57 50.2
 SY2013:UTM  10      -  HEAD                                     109 08 27.7
 SY2013
 SY2013|---------------------------------------------------------------------|
 SY2013| PID    Reference Object                     Distance      Geod. Az  |
 SY2013|                                                           dddmmss.s |
 SY2013| SX1289 HEAD                                APPROX.21.5 KM 1094515.1 |
 SY2013|---------------------------------------------------------------------|
 SY2013
 SY2013                          SUPERSEDED SURVEY CONTROL
 SY2013
 SY2013  NAD 83(1986)-  47 16 45.71287(N)    122 09 55.44056(W) AD(       ) 2
 SY2013  NAD 27      -  47 16 46.35300(N)    122 09 51.01500(W) AD(       ) 2
 SY2013
 SY2013.Superseded values are not recommended for survey control.
 SY2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2013.See file dsdata.txt to determine how the superseded data were derived.
 SY2013
 SY2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6312036548(NAD 83)
 SY2013_MARKER: DD = SURVEY DISK
 SY2013_SETTING: 0 = UNSPECIFIED SETTING
 SY2013
 SY2013  HISTORY     - Date     Condition        Report By
 SY2013  HISTORY     - 1937     MONUMENTED       WAGS
 SY2013  HISTORY     - 1971     GOOD             NGS
 SY2013  HISTORY     - 1971     GOOD             WA-033
 SY2013
 SY2013                          STATION DESCRIPTION
 SY2013
 SY2013'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY2013'THIS STATION IS NEAR W 1/4 CORNER SEC. 27 T.21, R.5.  FROM AUBURN
 SY2013'RUN ON PAVED HIGHWAY TOWARDS ENUMCLAW 4 MILES TO A SIGN POST
 SY2013'AUBURN 4, ENUMCLAW 12, AUBURN ACADEMY.  CONTINUE ON PAVEMENT 0.35
 SY2013'MILE TO A HIGHWAY DEPOT SAND HOUSE ON N SIDE ROAD.  STOP.  SEE
 SY2013'STRIPS OF CLOTH ON S SIDE ROAD 100 FEET FROM SAND HOUSE.  STATION
 SY2013'IS AT TOP OF SLOPE ABOUT 200 FEET AWAY, 100 YARDS FROM HIGHWAY
 SY2013'DEPARTMENT SAND HOUSE ON AZIMUTH 235 DEG WITH FLAG POLE OF
 SY2013'ACADEMY IN LINE WITH AND OVER S GABLE OF GRAY HOUSE.
 SY2013
 SY2013                          STATION RECOVERY (1971)
 SY2013
 SY2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (CRL)
 SY2013'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 SY2013'CONDITION.  THE AREA IS NOW IN HEAVY TIMBER.
 SY2013'
 SY2013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2013'3 MILES SE OF AUBURN.
 SY2013
 SY2013                          STATION RECOVERY (1971)
 SY2013
 SY2013'RECOVERY NOTE BY KING COUNTY WASHINGTON 1971
 SY2013'STATION RECOVERED IN GOOD CONDITION.  NO REFERENCE MARK WAS FOUND.
 SY2013'
 SY2013'ON WOODED HILL SOUTHWEST ACROSS STATE HIGHWAY 164 FROM AUBURN
 SY2013'ACADEMY, ABOUT 200 FEET SOUTHWEST OF AND 80 FEET HIGHER THAN STATE
 SY2013'HIGHWAY 164, ON APPARENT HIGH POINT OF A NORTHWEST-SOUTHEAST RIDGE,
 SY2013'36 FEET EAST AND 40 FEET NORTH OF NORTHWEST CORNER OF A CHAIN-LINK
 SY2013'FENCE AROUND A WATER TANK, 27.7 FEET NORTHEAST OF A RAILROAD
 SY2013'SPIKE IN A 16-INCH FIR TREE, 17.8 FEET SOUTHEAST OF A RAILROAD
 SY2013'SPIKE IN A 6-INCH FIR TREE, 5 FEET WEST OF A USC AND GS WITNESS
 SY2013'SIGN NAILED ON A SMALL TREE.
 SY2013'
 SY2013'TO REACH FROM STATE HIGHWAY 18-STATE HIGHWAY 164 INTERCHANGE IN
 SY2013'AUBURN GO SOUTHEAST ON STATE HIGHWAY 164 (AUBURN WAY S.) FOR 3.3
 SY2013'MI. TO MAIN ENTRANCE TO AUBURN ACADEMY AT 32ND ST. S.E., CONTINUE
 SY2013'AHEAD FOR 0.1 MI. TO PRIVATE ROAD RIGHT TO 5043 ENUMCLAW HWY.,
 SY2013'THENCE RIGHT 0.05 MI. TO LOCKED GATE ON RIGHT FORK, PASS THROUGH
 SY2013'GATE AND CONTINUE TO FENCE AROUND WATER TANK.  STATION IS 40
 SY2013'FEET NORTH OF NORTH FENCE.  THE BEST APPROACH IS TO GO TO LEFT
 SY2013'3/4 OF THE WAY AROUND FENCE AREA TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2111 ***********************************************************************
 RD2111  DESIGNATION -  ACCESS
 RD2111  PID         -  RD2111
 RD2111  STATE/COUNTY-  WA/SKAMANIA
 RD2111  USGS QUAD   -  BEACON ROCK (1994)
 RD2111
 RD2111                         *CURRENT SURVEY CONTROL
 RD2111  ___________________________________________________________________
 RD2111* NAD 83(1991)-  45 37 33.66822(N)    122 02 37.84133(W)     ADJUSTED  
 RD2111* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 RD2111  ___________________________________________________________________
 RD2111  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 RD2111  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 RD2111
 RD2111  HORZ ORDER  -  SECOND
 RD2111
 RD2111.The horizontal coordinates were established by classical geodetic methods
 RD2111.and adjusted by the National Geodetic Survey in December 1991..
 RD2111
 RD2111.The orthometric height was scaled from a topographic map.
 RD2111
 RD2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2111
 RD2111.The geoid height was determined by GEOID03.
 RD2111
 RD2111;                    North         East     Units Scale Factor Converg.
 RD2111;SPC WA S     -    33,710.925   379,606.803   MT  1.00005343   -1 07 17.2
 RD2111;SPC WA S     -   110,599.93  1,245,426.65   sFT  1.00005343   -1 07 17.2
 RD2111;SPC OR N     -   218,879.479 2,379,621.734   MT  0.99992641   -1 05 41.5
 RD2111;SPC OR N     -   718,108.53  7,807,157.92   iFT  0.99992641   -1 05 41.5
 RD2111;UTM  10      - 5,052,941.559   574,534.451   MT  0.99966830   +0 41 00.5
 RD2111
 RD2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2111!SPC WA S     -   0.99997459  x   1.00005343  =   1.00002802
 RD2111!SPC OR N     -   0.99997459  x   0.99992641  =   0.99990100
 RD2111!UTM  10      -   0.99997459  x   0.99966830  =   0.99964290
 RD2111
 RD2111|---------------------------------------------------------------------|
 RD2111| PID    Reference Object                     Distance      Geod. Az  |
 RD2111|                                                           dddmmss.s |
 RD2111| CE2241 ACCESS RM 2                          27.330 METERS 04244     |
 RD2111| CE2240 ACCESS RM 1                          56.928 METERS 32602     |
 RD2111| CE2239 ACCESS AZ MK                                       3303556.1 |
 RD2111|---------------------------------------------------------------------|
 RD2111
 RD2111                          SUPERSEDED SURVEY CONTROL
 RD2111
 RD2111  NAD 83(1991)-  45 37 33.66822(N)    122 02 37.84133(W) AD(       ) 2
 RD2111  NAD 83(1986)-  45 37 33.67737(N)    122 02 37.84902(W) AD(       ) 2
 RD2111  NAD 27      -  45 37 34.24700(N)    122 02 33.55400(W) AD(       ) 2
 RD2111
 RD2111.Superseded values are not recommended for survey control.
 RD2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2111.See file dsdata.txt to determine how the superseded data were derived.
 RD2111
 RD2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7453452942(NAD 83)
 RD2111_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2111_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2111
 RD2111  HISTORY     - Date     Condition        Report By
 RD2111  HISTORY     - 1957     MONUMENTED       CGS
 RD2111
 RD2111                          STATION DESCRIPTION
 RD2111
 RD2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RD2111'THE STATION IS ABOUT 1 MILE NORTHEAST OF THE VILLAGE OF SKAMANIA
 RD2111'AND 1 MILE EAST OF BEACON ROCK, ON THE CREST OF A LOW RIDGE, THAT
 RD2111'HAS BEEN LOGGED OFF AND AT A POINT ABOUT 125 YARDS SOUTH OF A PIPE
 RD2111'LINE CLEARING.  THERE ARE SCATTERED FIR TREES TO THE EAST AND
 RD2111'SOUTH OF THE STATION SITE.
 RD2111'
 RD2111'TO REACH FROM THE SKAMANIA STORE AND SERVICE STATION (2.1 MILES
 RD2111'WEST OF BEACON ROCK OR 8.4 MILES WEST OF THE WASHINGTON END OF
 RD2111'THE BRIDGE OF THE GODS ON U.S. HIGHWAY 830), GO EAST FOR 0.1 MILE
 RD2111'ON U.S. HIGHWAY 830 TO A SIDE ROAD LEFT.  TURN LEFT, NORTH, FOR
 RD2111'0.15 MILE TO A T-INTERSECTION JUST AFTER PASSING THE SKAMANIA
 RD2111'SCHOOL ON THE RIGHT.  TURN RIGHT FOR 0.1 MILE TO A FORK, TAKE
 RD2111'LEFT FORK AND CONTINUE ON THE MAIN ROAD UPGRADE FOR 0.5 MILE TO
 RD2111'A FORK.  THIS IS THE END OF THE GRAVEL ROAD AND A 4-WHEEL DRIVE
 RD2111'VEHICLE IS REQUIRED FROM THIS POINT.  TAKE THE LEFT FORK FOR
 RD2111'ABOUT 75 FEET TO A FORK AND SIGN CLARK S. THOMPSON, THEN TAKE THE
 RD2111'RIGHT FORK AND GO 0.2 MILE TO A WIRE GATE.  CONTINUE THROUGH
 RD2111'GATE FOR 0.15 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD (LEFT
 RD2111'FORK) FOR 0.15 MILE TO A PIPE LINE CROSSING.  CONTINUE STRAIGHT
 RD2111'AHEAD ON NARROW, MUDDY ROAD FOR 0.15 MILE TO A WIRE GATE.  GO
 RD2111'THROUGH GATE AND CONTINUE ON ROAD FOR ABOUT 125 YARDS TO THE
 RD2111'PIPE LINE CROSSING AT THE CREST OF THE RIDGE.  CROSS THE PIPE
 RD2111'LINE AND GO SOUTH ON A DIM WOODS ROAD FOR ABOUT 125 YARDS TO
 RD2111'THE STATION SITE.
 RD2111'
 RD2111'THE STATION, UNDERGROUND AND ALL MARKS ARE STANDARD DISKS SET
 RD2111'IN CONCRETE POSTS.
 RD2111'
 RD2111'THE STATION MARK, STAMPED ACCESS 1957, IS IN A 12-INCH CYLINDER
 RD2111'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 14-1/2
 RD2111'FEET WEST OF A TRIANGULAR-BLAZE ON AN 8-INCH FIR TREE AND 6
 RD2111'FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 RD2111'
 RD2111'REFERENCE MARK 1, STAMPED ACCESS NO 1 1957, IS IN A 10-INCH
 RD2111'SQUARE POST PROJECTING ABOUT 2 INCHES.  IT IS ON THE FIRST LOW
 RD2111'HUMP NORTH-NORTHWEST OF THE STATION AND ABOUT THE SAME ELEVATION
 RD2111'AS THE STATION.
 RD2111'
 RD2111'REFERENCE MARK 2, STAMPED ACCESS NO 2 1957, IS IN A 10-INCH
 RD2111'SQUARE POST PROJECTING ABOUT 1 INCH AND ABOUT 8 FEET LOWER THAN
 RD2111'THE STATION.
 RD2111'
 RD2111'THE AZIMUTH MARK, STAMPED ACCESS 1957, IS IN A 12-INCH CYLINDER
 RD2111'ABOUT FLUSH WITH THE GROUND.  IT IS ON THE SOUTH SLOPE OF THE
 RD2111'SECOND LOW RIDGE NORTH-NORTHWEST OF THE STATION AND 1 FOOT WEST OF
 RD2111'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2807 ***********************************************************************
 SY2807  DESIGNATION -  ACE
 SY2807  PID         -  SY2807
 SY2807  STATE/COUNTY-  WA/KING
 SY2807  USGS QUAD   -  VASHON (1994)
 SY2807
 SY2807                         *CURRENT SURVEY CONTROL
 SY2807  ___________________________________________________________________
 SY2807* NAD 83(1991)-  47 26 57.96638(N)    122 26 24.44549(W)     ADJUSTED  
 SY2807* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY2807  ___________________________________________________________________
 SY2807  LAPLACE CORR-          -7.05  (seconds)                    DEFLEC99
 SY2807  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 SY2807
 SY2807  HORZ ORDER  -  SECOND
 SY2807
 SY2807.The horizontal coordinates were established by classical geodetic methods
 SY2807.and adjusted by the National Geodetic Survey in December 1991..
 SY2807
 SY2807.The orthometric height was scaled from a topographic map.
 SY2807
 SY2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2807
 SY2807.The geoid height was determined by GEOID03.
 SY2807
 SY2807;                    North         East     Units Scale Factor Converg.
 SY2807;SPC WA N     -    51,234.316   378,830.103   MT  1.00000982   -1 11 46.6
 SY2807;SPC WA N     -   168,091.25  1,242,878.43   sFT  1.00000982   -1 11 46.6
 SY2807;SPC WA S     -   237,017.618   353,694.425   MT  1.00002865   -1 24 33.5
 SY2807;SPC WA S     -   777,615.30  1,160,412.46   sFT  1.00002865   -1 24 33.5
 SY2807;UTM  10      - 5,255,262.089   542,206.614   MT  0.99962189   +0 24 44.8
 SY2807
 SY2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2807!SPC WA N     -   1.00000340  x   1.00000982  =   1.00001322
 SY2807!SPC WA S     -   1.00000340  x   1.00002865  =   1.00003205
 SY2807!UTM  10      -   1.00000340  x   0.99962189  =   0.99962529
 SY2807
 SY2807:                Primary Azimuth Mark                     Grid Az
 SY2807:SPC WA N     -  PULLY                                    089 25 34.7
 SY2807:SPC WA S     -  PULLY                                    089 38 21.6
 SY2807:UTM  10      -  PULLY                                    087 49 03.3
 SY2807
 SY2807|---------------------------------------------------------------------|
 SY2807| PID    Reference Object                     Distance      Geod. Az  |
 SY2807|                                                           dddmmss.s |
 SY2807| SY2826 PULLY                               APPROX. 4.3 KM 0881348.1 |
 SY2807| CE3307 ACE RM 1                             19.910 METERS 33234     |
 SY2807|---------------------------------------------------------------------|
 SY2807
 SY2807                          SUPERSEDED SURVEY CONTROL
 SY2807
 SY2807  NAD 83(1986)-  47 26 57.96139(N)    122 26 24.45556(W) AD(       ) 2
 SY2807  NAD 27      -  47 26 58.60600(N)    122 26 19.99400(W) AD(       ) 2
 SY2807
 SY2807.Superseded values are not recommended for survey control.
 SY2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2807.See file dsdata.txt to determine how the superseded data were derived.
 SY2807
 SY2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4220755262(NAD 83)
 SY2807_MARKER: DS = TRIANGULATION STATION DISK
 SY2807_SETTING: 80 = SET IN A BOULDER
 SY2807_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY2807
 SY2807  HISTORY     - Date     Condition        Report By
 SY2807  HISTORY     - 1934     MONUMENTED       CGS
 SY2807  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 SY2807
 SY2807                          STATION DESCRIPTION
 SY2807
 SY2807'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY2807'STATION IS LOCATED ON VASHON POINT, VASHON ISLAND, ON THE W SHORE
 SY2807'OF PUGET SOUND.
 SY2807'
 SY2807'STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN A DRILL
 SY2807'HOLE IN LARGE BOULDER ON THE HIGH-WATER LINE.  A VERY PROMINENT
 SY2807'LARGE GRANITE BOULDER LIES 8 METERS SE OF THE STATION.
 SY2807'
 SY2807'REFERENCE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 SY2807'A SMALLER BOULDER N OF THE STATION.
 SY2807
 SY2807                          STATION RECOVERY (1949)
 SY2807
 SY2807'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 SY2807'RECOVERED BY G HITCHINGS.
 SY2807'
 SY2807'STATION LOCATED ON THE E SIDE OF VASHON ISLAND.  STATION MARK AND
 SY2807'BOTH REFERENCE MARKS ARE GONE.  ALSO THE BOULDERS IN WHICH THEY
 SY2807'WERE SET.  IN 1943, WE TEMPORARILY HAD TIED IN THE STATION AS
 SY2807'BELOW.  THESE TIES ARE NOT GOOD ENOUGH FOR SECOND-ORDER
 SY2807'TRIANGULATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1213 ***********************************************************************
 SW1213  DESIGNATION -  ADA
 SW1213  PID         -  SW1213
 SW1213  STATE/COUNTY-  WA/LINCOLN
 SW1213  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW1213
 SW1213                         *CURRENT SURVEY CONTROL
 SW1213  ___________________________________________________________________
 SW1213* NAD 83(1991)-  47 15 36.61155(N)    118 02 30.57316(W)     ADJUSTED  
 SW1213* NAVD 88     -       601.     (meters)    1972.     (feet)  SCALED    
 SW1213  ___________________________________________________________________
 SW1213  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 SW1213  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 SW1213
 SW1213  HORZ ORDER  -  SECOND
 SW1213
 SW1213.The horizontal coordinates were established by classical geodetic methods
 SW1213.and adjusted by the National Geodetic Survey in December 1991..
 SW1213
 SW1213.The orthometric height was scaled from a topographic map.
 SW1213
 SW1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1213
 SW1213.The geoid height was determined by GEOID03.
 SW1213
 SW1213;                    North         East     Units Scale Factor Converg.
 SW1213;SPC WA N     -    32,758.288   711,243.022   MT  1.00005336   +2 04 42.0
 SW1213;SPC WA N     -   107,474.48  2,333,469.81   sFT  1.00005336   +2 04 42.0
 SW1213;SPC WA S     -   217,074.806   686,016.333   MT  0.99998408   +1 47 08.2
 SW1213;SPC WA S     -   712,186.26  2,250,705.25   sFT  0.99998408   +1 47 08.2
 SW1213;UTM  11      - 5,234,602.835   421,180.226   MT  0.99967635   -0 45 54.7
 SW1213
 SW1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1213!SPC WA N     -   0.99990880  x   1.00005336  =   0.99996216
 SW1213!SPC WA S     -   0.99990880  x   0.99998408  =   0.99989289
 SW1213!UTM  11      -   0.99990880  x   0.99967635  =   0.99958518
 SW1213
 SW1213:                Primary Azimuth Mark                     Grid Az
 SW1213:SPC WA N     -  SPRAGUE BELL TEL MICROWAVE TWR           029 38 18.4
 SW1213:SPC WA S     -  SPRAGUE BELL TEL MICROWAVE TWR           029 55 52.2
 SW1213:UTM  11      -  SPRAGUE BELL TEL MICROWAVE TWR           032 28 55.1
 SW1213
 SW1213|---------------------------------------------------------------------|
 SW1213| PID    Reference Object                     Distance      Geod. Az  |
 SW1213|                                                           dddmmss.s |
 SW1213| SV1311 SPRAGUE BELL TEL MICROWAVE TWR      APPROX. 6.9 KM 0314300.4 |
 SW1213| CF1842 ADA RM 2                              7.237 METERS 09733     |
 SW1213| CF1841 ADA RM 1                             12.092 METERS 21427     |
 SW1213| SW1214 CON 1956 RM 3 1978                  APPROX. 2.9 KM 2761651.7 |
 SW1213|---------------------------------------------------------------------|
 SW1213
 SW1213                          SUPERSEDED SURVEY CONTROL
 SW1213
 SW1213  NAD 83(1986)-  47 15 36.62370(N)    118 02 30.56715(W) AD(       ) 2
 SW1213  NAD 27      -  47 15 37.05800(N)    118 02 26.73100(W) AD(       ) 2
 SW1213
 SW1213.Superseded values are not recommended for survey control.
 SW1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1213.See file dsdata.txt to determine how the superseded data were derived.
 SW1213
 SW1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN2118034603(NAD 83)
 SW1213_MARKER: DS = TRIANGULATION STATION DISK
 SW1213_SETTING: 66 = SET IN ROCK OUTCROP
 SW1213
 SW1213  HISTORY     - Date     Condition        Report By
 SW1213  HISTORY     - 1957     MONUMENTED       CGS
 SW1213  HISTORY     - 1965     GOOD             CGS
 SW1213  HISTORY     - 1978     SEE DESCRIPTION  NGS
 SW1213
 SW1213                          STATION DESCRIPTION
 SW1213
 SW1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW1213'THE STATION IS LOCATED 4.5 MILES SOUTHWEST OF SPRAGUE, AND 0.05
 SW1213'MILE SOUTHEAST OF U.S. HIGHWAYS 10 AND 395.  IT IS NEAR THE
 SW1213'LINCOLN-ADAMS COUNTY LINE.
 SW1213'
 SW1213'TO REACH THE STATION FROM THE POST OFFICE IN SPRAGUE, DRIVE
 SW1213'SOUTHWEST ALONG U.S. HIGHWAYS 10 AND 395 FOR 4.4 MILES TO THE
 SW1213'LINCOLN-ADAMS COUNTY LINE SIGN AND A WIRE GATE ON THE LEFT, SOUTH,
 SW1213'SIDE OF HIGHWAY.  TURN LEFT, PASS THROUGH WIRE GATE, AND DRIVE
 SW1213'SOUTH AND EAST FOR 0.05 MILE TO THE CREST OF A LOW ROCKY RIDGE
 SW1213'AND THE STATION.
 SW1213'
 SW1213'THE STATION MARK, A STANDARD DISK STAMPED ADA 1957, IS SET IN A
 SW1213'DRILL HOLE IN THE TOP OF AN OUTCROP THAT IS FLUSH ON THE EAST
 SW1213'SIDE BUT PROJECTS 12 INCHES ON THE WEST SIDE.  THE MARK IS 27.5
 SW1213'FEET NORTH OF A WITNESS POST, 20 FEET NORTHWEST OF AND 3 FEET LOWER
 SW1213'THAN THE HIGHEST PART OF A LOW ROCKY RIDGE.
 SW1213'
 SW1213'REFERENCE MARK 1, A STANDARD DISK STAMPED ADA NO 1 1957, IS SET
 SW1213'IN A DRILL HOLE IN THE TOP OF AN OUTCROP THAT PROJECTS 3 INCHES
 SW1213'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 27 FEET
 SW1213'WEST-NORTHWEST OF A WITNESS POST, AND 8 FEET NORTH OF THE CREST OF
 SW1213'THE RIDGE.
 SW1213'
 SW1213'REFERENCE MARK 2, A STANDARD DISK STAMPED ADA NO 2 1957, IS SET
 SW1213'IN A DRILL HOLE IN THE TOP OF AN OUTCROP THAT PROJECTS 18 INCHES
 SW1213'ON THE NORTHWEST SIDE AND 4 FEET ON THE SOUTHEAST SIDE.  THE MARK
 SW1213'IS 6 FEET EAST OF THE HIGHEST PART OF THE RIDGE.
 SW1213
 SW1213                          STATION RECOVERY (1965)
 SW1213
 SW1213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1213'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THERE IS NO LONGER
 SW1213'A GATE IN THE FENCE AT THE LINCOLN-ADAMS COUNTY LINE.
 SW1213'
 SW1213'FROM THE TURNOUT ON U.S. HIGHWAY 10 AND 395, WHICH IS ABOUT
 SW1213'50 YARDS SOUTHWEST OF THE COUNTY LINE, WALK EAST ABOUT 200 YARDS
 SW1213'TO THE STATION ABOUT 150 YARDS SOUTHEAST OF THE HIGHWAY.
 SW1213
 SW1213                          STATION RECOVERY (1978)
 SW1213
 SW1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 SW1213'THE STATION MARK REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 SW1213'TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 SW1213'MARKS COMPARED FAVORABLY WITH THE PREVIOUS DATA.  NO AZIMUTH MARK
 SW1213'FOR THIS STATION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 SW1213'
 SW1213'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF SPRAGUE, 2 MILES
 SW1213'SOUTH OF INTERSTATE HIGHWAY 90, JUST EAST OF THE ADAMS-LINCOLN
 SW1213'COUNTY LINE AND ON A LOW ROCKY RIDGE IN PASTURE LAND.
 SW1213'
 SW1213'TO REACH THE STATION FROM THE POST OFFICE IN SPRAGUE GO WEST FOR
 SW1213'0.25 MILE TO A FORK TAKE THE LEFT FORK AND GO WEST FOR 4.2 MILES
 SW1213'TO THE ADAMS-LINCOLN COUNTY LINE AND A LOCKED GATE ON THE LEFT.  PACK
 SW1213'SOUTHWEST FOR 2 MINUTES TO THE TOP OF A SMALL RISE AND THE STATION
 SW1213'AS DESCRIBED.
 SW1213'
 SW1213'THE STATION MARK IS A STANDARD DISK STAMPED ADA 1957 SET IN A DRILL
 SW1213'HOLE IN OUTCROPPING BEDROCK.  IT IS 27 FEET NORTH OF A WOODEN WITNESS
 SW1213'POST, 20 FEET NORTHWEST OF THE HIGHEST POINT ON THE RIDGE, 3 FEET
 SW1213'LOWER THAN THE HIGHEST POINT AND UNDER A PILE OF LOOSE BOULDERS.
 SW1213'
 SW1213'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ADA NO1 1957 SET IN A
 SW1213'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 27 FEET NORTH WEST OF A
 SW1213'WOODEN WITNESS POST, AND 7 FEET NORTH OF THE HIGHEST POINT OF THE
 SW1213'RIDGE.
 SW1213'
 SW1213'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ADA NO2 1957 SET IN
 SW1213'A DRILL HOLE IN OUTCROPING BEDROCK.  IT IS 31 FEET NORTH EAST OF A
 SW1213'WOODEN WITNESS POST AND 7 FEET EAST OF THE HIGHEST POINT OF THE
 SW1213'RIDGE.
 SW1213'
 SW1213'CON 1956 NO3 1972 CAN BE USED AS AN AZIMUTH FOR THIS STATION SEE
 SW1213'THE DESCRIPTION FOR CON 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0925 ***********************************************************************
 SW0925  CBN         -  This is a Cooperative Base Network Control Station.
 SW0925  DESIGNATION -  ADAMS
 SW0925  PID         -  SW0925
 SW0925  STATE/COUNTY-  WA/LINCOLN
 SW0925  USGS QUAD   -  ODESSA (1968)
 SW0925
 SW0925                         *CURRENT SURVEY CONTROL
 SW0925  ___________________________________________________________________
 SW0925* NAD 83(1998)-  47 19 11.19280(N)    118 41 25.10222(W)     ADJUSTED  
 SW0925* NAVD 88     -       547.120  (meters)    1795.01   (feet)  ADJUSTED  
 SW0925  ___________________________________________________________________
 SW0925  X           -  -2,079,674.423 (meters)                     COMP
 SW0925  Y           -  -3,800,129.263 (meters)                     COMP
 SW0925  Z           -   4,666,325.201 (meters)                     COMP
 SW0925  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 SW0925  ELLIP HEIGHT-         527.17  (meters)          (07/03/01) GPS OBS
 SW0925  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 SW0925  DYNAMIC HT  -         547.156 (meters)    1795.13  (feet)  COMP
 SW0925  MODELED GRAV-     980,659.9   (mgal)                       NAVD 88
 SW0925
 SW0925  HORZ ORDER  -  B
 SW0925  VERT ORDER  -  FIRST     CLASS II
 SW0925  ELLP ORDER  -  FIFTH     CLASS I
 SW0925
 SW0925.The horizontal coordinates were established by GPS observations
 SW0925.and adjusted by the National Geodetic Survey in July 2001..
 SW0925.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW0925.DATUM ITEM on the data sheet items page.
 SW0925
 SW0925.The orthometric height was determined by differential leveling
 SW0925.and adjusted by the National Geodetic Survey in June 1991..
 SW0925
 SW0925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW0925
 SW0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0925
 SW0925.The ellipsoidal height was determined by GPS observations
 SW0925.and is referenced to NAD 83.
 SW0925
 SW0925.The geoid height was determined by GEOID03.
 SW0925
 SW0925.The dynamic height is computed by dividing the NAVD 88
 SW0925.geopotential number by the normal gravity value computed on the
 SW0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0925.degrees latitude (g = 980.6199 gals.).
 SW0925
 SW0925.The modeled gravity was interpolated from observed gravity values.
 SW0925
 SW0925;                    North         East     Units Scale Factor Converg.
 SW0925;SPC WA N     -    37,809.430   662,000.360   MT  1.00003849   +1 35 43.9
 SW0925;SPC WA N     -   124,046.44  2,171,912.85   sFT  1.00003849   +1 35 43.9
 SW0925;UTM  11      - 5,242,085.990   372,263.701   MT  0.99980052   -1 14 34.1
 SW0925
 SW0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0925!SPC WA N     -   0.99991738  x   1.00003849  =   0.99995586
 SW0925!UTM  11      -   0.99991738  x   0.99980052  =   0.99971791
 SW0925
 SW0925:                Primary Azimuth Mark                     Grid Az
 SW0925:SPC WA N     -  ADAMS AZ MK                              001 50 51.2
 SW0925:UTM  11      -  ADAMS AZ MK                              004 41 09.2
 SW0925
 SW0925|---------------------------------------------------------------------|
 SW0925| PID    Reference Object                     Distance      Geod. Az  |
 SW0925|                                                           dddmmss.s |
 SW0925| CF1843 ADAMS AZ MK                                        0032635.1 |
 SW0925| SW1279 ODESSA SCHOOL STEEPLE               APPROX. 1.2 KM 0054139.2 |
 SW0925| SW1281 ODESSA CHURCH                       APPROX. 1.3 KM 0070755.2 |
 SW0925| SW0924 ADAMS RM 3                            9.516 METERS 18801     |
 SW0925| SW1324 G ILTZ JRS FARM BARN CUPOLA         APPROX.16.9 KM 2652110.1 |
 SW0925| CF1844 ADAMS RM 1                           18.680 METERS 26929     |
 SW0925| SW1326 ROBERT SCHELLS RED BARN CUPOLA      APPROX.24.0 KM 2823947.0 |
 SW0925| SW0926 ADAMS RM 2                           10.901 METERS 35617     |
 SW0925|---------------------------------------------------------------------|
 SW0925
 SW0925                          SUPERSEDED SURVEY CONTROL
 SW0925
 SW0925  NAD 83(1991)-  47 19 11.19159(N)    118 41 25.10220(W) AD(       ) B
 SW0925  ELLIP H (05/29/91)  527.29   (m)                       GP(       ) 4 1
 SW0925  NAD 83(1986)-  47 19 11.20400(N)    118 41 25.09280(W) AD(       ) 3
 SW0925  NAD 27      -  47 19 11.67200(N)    118 41 21.10600(W) AD(       ) 3
 SW0925  NGVD 29 (05/29/91)  546.02   (m)         1791.4    (f) LEVELING    3  
 SW0925
 SW0925.Superseded values are not recommended for survey control.
 SW0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0925.See file dsdata.txt to determine how the superseded data were derived.
 SW0925
 SW0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN7226442086(NAD 83)
 SW0925_MARKER: DS = TRIANGULATION STATION DISK
 SW0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0925_SP_SET: CONCRETE POST
 SW0925_STAMPING: ADAMS 1950
 SW0925_MARK LOGO: CGS   
 SW0925_PROJECTION: FLUSH
 SW0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0925+STABILITY: SURFACE MOTION
 SW0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW0925+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1991
 SW0925
 SW0925  HISTORY     - Date     Condition        Report By
 SW0925  HISTORY     - 1950     MONUMENTED       CGS
 SW0925  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW0925  HISTORY     - 1981     GOOD             NGS
 SW0925  HISTORY     - 1982     GOOD             NGS
 SW0925  HISTORY     - 19890815 GOOD             NGS
 SW0925  HISTORY     - 19910124 GOOD
 SW0925
 SW0925                          STATION DESCRIPTION
 SW0925
 SW0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW0925'THE STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY 4B,
 SW0925'ABOUT 1 MILE SOUTH OF ODESSA, ABOUT 30 FEET SOUTH OF TELEPHONE POLE
 SW0925'910 L 27, ABOUT 29 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 4B
 SW0925'AND ABOUT 5 FEET WEST OF A NORTH-SOUTH FENCELINE.
 SW0925'
 SW0925'TO REACH, FROM THE U.S. POST OFFICE IN ODESSA, GO SOUTH, ON STATE
 SW0925'HIGHWAY 4B, FOR 0.35 MILE TO FORKS, TAKE LEFT FORK, AND GO
 SW0925'SOUTHERLY, ON STATE HIGHWAY 4B, FOR 0.9 MILE TO THE STATION.
 SW0925'
 SW0925'THE STATION MARK IS A STANDARD DISK, STAMPED ADAMS 1950, SET INTO
 SW0925'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 SW0925'WITH THE GROUND.
 SW0925'
 SW0925'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ADAMS NO 1 1950,
 SW0925'SET INTO THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SW0925'ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 SW0925'LOCATED 20 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 4B AND
 SW0925'ABOUT 1 FOOT EAST OF A NORTH-SOUTH FENCELINE.
 SW0925'
 SW0925'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ADAMS NO 2 1950,
 SW0925'SET INTO THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 SW0925'PROJECTS ABOUT 2 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 SW0925'IT IS LOCATED 26 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 4B,
 SW0925'ABOUT 7 FEET WEST OF A NORTH-SOUTH FENCELINE AND ABOUT 2-1/2 FEET
 SW0925'SOUTH OF TELEPHONE POLE 910 L 27.
 SW0925'
 SW0925'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ADAMS 1950, SET INTO A
 SW0925'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 10 INCHES.
 SW0925'IT IS LOCATED 28 FEET WEST OF STATE HIGHWAY 4B, ABOUT 6 FEET EAST
 SW0925'NORTHEAST OF A ROCK CAIRN 4 FEET HIGH AND ABOUT 16 FEET HIGHER THAN
 SW0925'THE HIGHWAY.
 SW0925'
 SW0925'TO REACH, FROM THE U.S. POST OFFICE IN ODESSA, GO EAST, ON STATE
 SW0925'HIGHWAY 4B, FOR 0.05 MILE, TURN LEFT, AND GO NORTHERLY, ON STATE
 SW0925'HIGHWAY 4B, FOR 0.5 MILE TO THE AZIMUTH MARK.
 SW0925
 SW0925                          STATION RECOVERY (1965)
 SW0925
 SW0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW0925'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 SW0925'RECOVERED.  REFERENCE MARK NO. 1 WAS NOT FOUND.  REFERENCE MARK
 SW0925'NO. 3 WAS ESTABLISHED.  STATE HIGHWAY 4B IS NOW STATE HIGHWAY NO.
 SW0925'21.
 SW0925'
 SW0925'THE STATION MARK IS 261 FEET NORTH OF A FENCE CORNER, 38.5 FEET
 SW0925'SOUTH OF A POWER POLE, 28.7 FEET EAST OF THE CENTER LINE OF STATE
 SW0925'HIGHWAY 21, 3.5 FEET WEST OF A METAL WITNESS POST.
 SW0925'
 SW0925'THE STATION MARK IS 140 YARDS NORTH OF HIGHWAY MILEPOST 28 ON STATE
 SW0925'HIGHWAY 21, 1 MILE SOUTH OF ODESSA.  IT IS 26.1 FEET NORTH OF A
 SW0925'FENCE CORNER, 38.5 FEET SOUTH OF A TELEPHONE POLE, 28.7 FEET EAST
 SW0925'OF THE CENTER LINE OF THE HIGHWAY, AND 3.5 FEET WEST OF A METAL
 SW0925'WITNESS POST.
 SW0925'
 SW0925'REFERENCE MARK NO. 2, IS 26.2 FEET EAST OF THE CENTER LINE OF THE
 SW0925'HIGHWAY AND 2.5 FEET SOUTH OF A TELEPHONE POLE.
 SW0925'
 SW0925'REFERENCE MARK NO. 3, STAMPED ADAMS NO 3 1950, IS A STANDARD DISK
 SW0925'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 233
 SW0925'FEET NORTH OF A FENCE CORNER, 105 FEET NORTH OF A TELEPHONE POLE
 SW0925'AND 24.1 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 SW0925'
 SW0925'TO REACH THE AZIMUTH MARK FROM THE RAILROAD DEPOT IN ODESSA GO
 SW0925'NORTHERLY ON STATE HIGHWAY 21 FOR 0.45 MILE TO A GRAVEL SIDE ROAD
 SW0925'LEFT, AND THE MARK ON THE 8-FOOT CLIFF ON THE WEST SIDE OF THE
 SW0925'HIGHWAY, 40 YARDS SOUTH OF THE INTERSECTION.  THE AZIMUTH MARK IS 10
 SW0925'FEET NORTH OF THE SOUTHEAST CORNER OF THE PLATEAU, 9 FEET EAST OF A
 SW0925'FENCE CORNER AND 5 FEET WEST OF THE 8-FOOT CLIFF ON THE WEST SIDE OF
 SW0925'STATE HIGHWAY 21.
 SW0925
 SW0925                          STATION RECOVERY (1981)
 SW0925
 SW0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0925'2.0 KM (1.25 MI) SOUTH FROM ODESSA.
 SW0925'THE MARK IS 0.5 M BELOW THE HIGHWAY CENTERLINE.
 SW0925'2.0 KM (1.25 MI) SOUTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0925'STATE HIGHWAY 28 IN ODESSA, 0.4 KM (0.25 MI) NORTH OF HIGHWAY MILEPOST
 SW0925'30 AND A PETROLEUM PIPE LINE CROSSING, 0.25 KM (0.15 MI) SOUTH OF THE
 SW0925'SOUTH END OF A HIGHWAY CURVE, 9.4 METERS (31.0 FT) EAST OF THE
 SW0925'CENTERLINE OF THE HIGHWAY, 79.6 METERS (261 FT) NORTH OF A T JUNCTION
 SW0925'IN THE FENCE LINE, 1.1 METERS (3.5 FT) WEST OF A BARBED WIRE
 SW0925'RIGHT-OF-WAY FENCE, 0.3 METERS (1.0 FT) NORTH OF A WITNESS POST
 SW0925'WITHOUT A PLAQUE.
 SW0925'THE MARK IS 1.1 METERS  W FROM A WITNESS POST.
 SW0925
 SW0925                          STATION RECOVERY (1982)
 SW0925
 SW0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0925'RECOVERED IN GOOD CONDITION.
 SW0925
 SW0925                          STATION RECOVERY (1989)
 SW0925
 SW0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SW0925'THE STATION IS LOCATED ABOUT 58 KM (36.0 MI) SOUTH OF WILBUR, 51.5 KM
 SW0925'(32.0 MI) NORTH OF LIND, 38.6 KM (24.0 MI) SOUTH OF HARRINGTON, 1.6
 SW0925'KM (1.0 MI) SOUTH ODESSA AND ON RIGHT-OF-WAY FOR STATE ROUTE 21.
 SW0925'TO REACH FROM THE JUNCTION OF STATE ROUTES 21 AND 28 IN ODESSA, GO
 SW0925'SOUTH ON STATE ROUTE 21 FOR 1.93 KM (1.20 MI) TO THE STATION ON THE
 SW0925'LEFT.
 SW0925'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SW0925'WITH THE GROUND SURFACE.  IT IS 9.4 M (30.8 FT) EAST OF THE CENTER OF
 SW0925'STATE ROUTE 21, 1.1 M (3.6 FT) WEST OF A FENCE, 0.3 M (1.0 FT) NORTH
 SW0925'OF A WITNESS POST AND 1.1 M (3.6 FT) WEST OF A WITNESS POST.
 SW0925
 SW0925                          STATION RECOVERY (1991)
 SW0925
 SW0925'RECOVERED 1991
 SW0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1590 ***********************************************************************
 SW1590  CBN         -  This is a Cooperative Base Network Control Station.
 SW1590  DESIGNATION -  ADAMS CTHSE
 SW1590  PID         -  SW1590
 SW1590  STATE/COUNTY-  WA/ADAMS
 SW1590  USGS QUAD   -  RITZVILLE NW (1967)
 SW1590
 SW1590                         *CURRENT SURVEY CONTROL
 SW1590  ___________________________________________________________________
 SW1590* NAD 83(1998)-  47 07 37.93322(N)    118 22 55.93632(W)     ADJUSTED  
 SW1590* NAVD 88     -       552.904  (meters)    1813.99   (feet)  ADJUSTED  
 SW1590  ___________________________________________________________________
 SW1590  X           -  -2,066,682.152 (meters)                     COMP
 SW1590  Y           -  -3,825,087.790 (meters)                     COMP
 SW1590  Z           -   4,651,788.476 (meters)                     COMP
 SW1590  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 SW1590  ELLIP HEIGHT-         533.11  (meters)          (03/21/00) GPS OBS
 SW1590  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 SW1590  DYNAMIC HT  -         552.925 (meters)    1814.05  (feet)  COMP
 SW1590  MODELED GRAV-     980,632.7   (mgal)                       NAVD 88
 SW1590
 SW1590  HORZ ORDER  -  A
 SW1590  VERT ORDER  -  SECOND    CLASS II
 SW1590  ELLP ORDER  -  THIRD     CLASS II
 SW1590
 SW1590.The horizontal coordinates were established by GPS observations
 SW1590.and adjusted by the National Geodetic Survey in March 2000..
 SW1590.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1590.DATUM ITEM on the data sheet items page.
 SW1590
 SW1590.The orthometric height was determined by differential leveling
 SW1590.and adjusted by the National Geodetic Survey in April 1995..
 SW1590
 SW1590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1590
 SW1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1590
 SW1590.The ellipsoidal height was determined by GPS observations
 SW1590.and is referenced to NAD 83.
 SW1590
 SW1590.The geoid height was determined by GEOID03.
 SW1590
 SW1590.The dynamic height is computed by dividing the NAVD 88
 SW1590.geopotential number by the normal gravity value computed on the
 SW1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW1590.degrees latitude (g = 980.6199 gals.).
 SW1590
 SW1590.The modeled gravity was interpolated from observed gravity values.
 SW1590
 SW1590;                    North         East     Units Scale Factor Converg.
 SW1590;SPC WA S     -   201,550.932   660,662.537   MT  0.99995937   +1 32 18.1
 SW1590;SPC WA S     -   661,255.02  2,167,523.67   sFT  0.99995937   +1 32 18.1
 SW1590;UTM  11      - 5,220,226.740   395,167.504   MT  0.99973507   -1 00 47.0
 SW1590
 SW1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1590!SPC WA S     -   0.99991644  x   0.99995937  =   0.99987582
 SW1590!UTM  11      -   0.99991644  x   0.99973507  =   0.99965154
 SW1590
 SW1590                          SUPERSEDED SURVEY CONTROL
 SW1590
 SW1590  NAD 83(1991)-  47 07 37.93249(N)    118 22 55.93579(W) AD(       ) B
 SW1590  ELLIP H (05/29/91)  533.21   (m)                       GP(       ) 4 1
 SW1590  NAVD 88 (11/01/99)  552.90   (m)         1814.0    (f) LEVELING    3  
 SW1590  NGVD 29 (05/29/91)  551.76   (m)         1810.2    (f) LEVELING    3  
 SW1590
 SW1590.Superseded values are not recommended for survey control.
 SW1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1590.See file dsdata.txt to determine how the superseded data were derived.
 SW1590
 SW1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN9516820227(NAD 83)
 SW1590_MARKER: DH = HORIZONTAL CONTROL DISK
 SW1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1590_SP_SET: CONCRETE POST
 SW1590_STAMPING: ADAMS CTHSE 1990
 SW1590_MARK LOGO: NGS   
 SW1590_MAGNETIC: N = NO MAGNETIC MATERIAL
 SW1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1590+STABILITY: SURFACE MOTION
 SW1590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1590+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 SW1590
 SW1590  HISTORY     - Date     Condition        Report By
 SW1590  HISTORY     - 1990     MONUMENTED       NGS
 SW1590  HISTORY     - 19910124 GOOD
 SW1590  HISTORY     - 19981010 GOOD             NGS
 SW1590
 SW1590                          STATION DESCRIPTION
 SW1590
 SW1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SW1590'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) NORTH OF WASHTUCNA,
 SW1590'37.0 KM (23.0 MI) SOUTHWEST OF SPRAGUE, 32.2 KM (20.0 MI)
 SW1590'SOUTH-SOUTHEAST OF ODESSA AND  AT THE ADAMS COUNTY COURT HOUSE IN
 SW1590'RITZVILLE.
 SW1590'TO REACH FROM THE POST OFFICE IN RITZVILLE, GO NORTH ON WASHINGTON
 SW1590'STREET FOR 0.08 KM (0.05 MI) TO THE COURT HOUSE ON THE LEFT AND THE
 SW1590'STATION.
 SW1590'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 SW1590'WITH THE GROUND SURFACE.  IT IS 8.53 M (27.99 FT)  NORTHEAST OF THE
 SW1590'FLAG POLE, 8.23 M (27.00 FT) SOUTHWEST OF THE CENTER OF A MAN HOLE
 SW1590'COVER IN THE SIDEWALK, 2.4 M (7.9 FT)  NORTHEAST OF THE NORTHWEST
 SW1590'CORENR OF A FLOWER BED, 2.4 M (7.9 FT) NORHWEST OF THE NORTHEAST
 SW1590'CORNER OF THE FLOWER BED AND 1.5 M (4.9 FT) WEST OF THE WEST EDGE OF
 SW1590'THE SIDEWALK.
 SW1590
 SW1590                          STATION RECOVERY (1991)
 SW1590
 SW1590'RECOVERED 1991
 SW1590'RECOVERED IN GOOD CONDITION.
 SW1590
 SW1590                          STATION RECOVERY (1998)
 SW1590
 SW1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 SW1590'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0926 ***********************************************************************
 SW0926  DESIGNATION -  ADAMS RM 2
 SW0926  PID         -  SW0926
 SW0926  STATE/COUNTY-  WA/LINCOLN
 SW0926  USGS QUAD   -  ODESSA (1968)
 SW0926
 SW0926                         *CURRENT SURVEY CONTROL
 SW0926  ___________________________________________________________________
 SW0926* NAD 83(1986)-  47 19 12.     (N)    118 41 25.     (W)     SCALED    
 SW0926* NAVD 88     -       546.972  (meters)    1794.52   (feet)  ADJUSTED  
 SW0926  ___________________________________________________________________
 SW0926  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 SW0926  DYNAMIC HT  -         547.008 (meters)    1794.64  (feet)  COMP
 SW0926  MODELED GRAV-     980,660.0   (mgal)                       NAVD 88
 SW0926
 SW0926  VERT ORDER  -  FIRST     CLASS II
 SW0926
 SW0926.The horizontal coordinates were scaled from a topographic map and have
 SW0926.an estimated accuracy of +/- 6 seconds.
 SW0926
 SW0926.The orthometric height was determined by differential leveling
 SW0926.and adjusted by the National Geodetic Survey in June 1991..
 SW0926
 SW0926.The geoid height was determined by GEOID03.
 SW0926
 SW0926.The dynamic height is computed by dividing the NAVD 88
 SW0926.geopotential number by the normal gravity value computed on the
 SW0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0926.degrees latitude (g = 980.6199 gals.).
 SW0926
 SW0926.The modeled gravity was interpolated from observed gravity values.
 SW0926
 SW0926;                    North         East    Units  Estimated Accuracy
 SW0926;SPC WA N     -    37,830.      662,000.      MT  (+/- 180 meters Scaled)
 SW0926
 SW0926                          SUPERSEDED SURVEY CONTROL
 SW0926
 SW0926.No superseded survey control is available for this station.
 SW0926
 SW0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN722421(NAD 83)
 SW0926_MARKER: DR = REFERENCE MARK DISK
 SW0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0926_SP_SET: CONCRETE POST
 SW0926_STAMPING: ADAMS NO 2 1950
 SW0926_MARK LOGO: CGS   
 SW0926_PROJECTION: FLUSH
 SW0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0926+STABILITY: SURFACE MOTION
 SW0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW0926+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 SW0926
 SW0926  HISTORY     - Date     Condition        Report By
 SW0926  HISTORY     - 1950     MONUMENTED       CGS
 SW0926  HISTORY     - 1981     GOOD             NGS
 SW0926  HISTORY     - 1982     GOOD             NGS
 SW0926  HISTORY     - 19890815 GOOD             NGS
 SW0926
 SW0926                          STATION DESCRIPTION
 SW0926
 SW0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0926'2.0 KM (1.25 MI) SOUTH FROM ODESSA.
 SW0926'THE MARK IS 0.5 M BELOW THE HIGHWAY CENTERLINE.
 SW0926'2.0 KM (1.25 MI) SOUTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0926'STATE HIGHWAY 28 IN ODESSA, 0.4 KM (0.25 MI) NORTH OF HIGHWAY MILEPOST
 SW0926'30 AND A PETROLEUM PIPE LINE, 0.25 KM (0.15 MI) SOUTH OF THE SOUTH END
 SW0926'OF A HIGHWAY CURVE, 8.5 METERS (28.0 FT) EAST OF THE CENTERLINE OF THE
 SW0926'HIGHWAY, 90.5 METERS (297 FT) NORTH OF A T JUNCTION IN THE FENCE LINE,
 SW0926'20.4 METERS (67.0 FT) NORTH OF RM 3, 10.9 KM (35.8 FT) NORTH OF THE
 SW0926'STATION MARK, 2.0 METERS (7.0 FT) WEST OF THE RIGHT-OF-WAY FENCE, 0.2
 SW0926'METERS (0.7 FT) EAST OF A WITNESS POST WITHOUT A PLAQUE.
 SW0926'THE MARK IS 11.0 METERS  N FROM A WITNESS POST.
 SW0926
 SW0926                          STATION RECOVERY (1982)
 SW0926
 SW0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0926'RECOVERED IN GOOD CONDITION.
 SW0926
 SW0926                          STATION RECOVERY (1989)
 SW0926
 SW0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SW0926'THE STATION IS LOCATED ABOUT 58 KM (36.0 MI) SOUTH OF WILBUR, 51.5 KM
 SW0926'(32.0 MI) NORTH OF LIND, 38.6 KM (24.0 MI) SOUTH OF HARRINGTON, 1.6
 SW0926'KM (1.0 MI) SOUTH ODESSA AND ON RIGHT-OF-WAY FOR STATE ROUTE 21.
 SW0926'TO REACH FROM THE JUNCTION OF STATE ROUTES 21 AND 28 IN ODESSA, GO
 SW0926'SOUTH ON STATE ROUTE 21 FOR 1.93 KM (1.20 MI) TO THE STATION ON THE
 SW0926'LEFT.
 SW0926'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SW0926'WITH THE GROUND SURFACE.  IT IS 8.5 M (27.9 FT) EAST OF THE CENTER OF
 SW0926'STATE ROUTE 21, 11 M (36.1 FT)  NORTH OF A WITNESS POST AND 0.3 M
 SW0926'(1.0 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0924 ***********************************************************************
 SW0924  DESIGNATION -  ADAMS RM 3
 SW0924  PID         -  SW0924
 SW0924  STATE/COUNTY-  WA/LINCOLN
 SW0924  USGS QUAD   -  ODESSA (1968)
 SW0924
 SW0924                         *CURRENT SURVEY CONTROL
 SW0924  ___________________________________________________________________
 SW0924* NAD 83(1986)-  47 19 12.     (N)    118 41 25.     (W)     SCALED    
 SW0924* NAVD 88     -       547.490  (meters)    1796.22   (feet)  ADJUSTED  
 SW0924  ___________________________________________________________________
 SW0924  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 SW0924  DYNAMIC HT  -         547.525 (meters)    1796.34  (feet)  COMP
 SW0924  MODELED GRAV-     980,660.0   (mgal)                       NAVD 88
 SW0924
 SW0924  VERT ORDER  -  FIRST     CLASS II
 SW0924
 SW0924.The horizontal coordinates were scaled from a topographic map and have
 SW0924.an estimated accuracy of +/- 6 seconds.
 SW0924
 SW0924.The orthometric height was determined by differential leveling
 SW0924.and adjusted by the National Geodetic Survey in June 1991..
 SW0924
 SW0924.The geoid height was determined by GEOID03.
 SW0924
 SW0924.The dynamic height is computed by dividing the NAVD 88
 SW0924.geopotential number by the normal gravity value computed on the
 SW0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0924.degrees latitude (g = 980.6199 gals.).
 SW0924
 SW0924.The modeled gravity was interpolated from observed gravity values.
 SW0924
 SW0924;                    North         East    Units  Estimated Accuracy
 SW0924;SPC WA N     -    37,830.      662,000.      MT  (+/- 180 meters Scaled)
 SW0924
 SW0924                          SUPERSEDED SURVEY CONTROL
 SW0924
 SW0924.No superseded survey control is available for this station.
 SW0924
 SW0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN722421(NAD 83)
 SW0924_MARKER: DR = REFERENCE MARK DISK
 SW0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0924_SP_SET: CONCRETE POST
 SW0924_STAMPING: ADAMS NO 3 1950
 SW0924_MARK LOGO: CGS   
 SW0924_PROJECTION: FLUSH
 SW0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0924+STABILITY: SURFACE MOTION
 SW0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW0924+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1989
 SW0924
 SW0924  HISTORY     - Date     Condition        Report By
 SW0924  HISTORY     - 1950     MONUMENTED       CGS
 SW0924  HISTORY     - 1981     GOOD             NGS
 SW0924  HISTORY     - 1982     GOOD             NGS
 SW0924  HISTORY     - 19890815 GOOD             NGS
 SW0924
 SW0924                          STATION DESCRIPTION
 SW0924
 SW0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0924'2.0 KM (1.25 MI) SOUTH FROM ODESSA.
 SW0924'THE MARK IS 0.5 M BELOW THE HIGHWAY CENTERLINE.
 SW0924'2.0 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0924'STATE HIGHWAY 28 IN ODESSA, 0.4 KM (0.25 MI) NORTH OF HIGHWAY
 SW0924'MILEPOSTT 30 AND A PETROLEUN PIPE LINE CROSSING, 0.25 KM (0.15 MI)
 SW0924'SOUTH OF THE SOUTH END OF A HIGHWAY CURVE, 7.8 METERS (26.0 FT) EAST
 SW0924'OF THE CENTERLINE OF THE HIGHWAY, 71.0 METERS (233 FT) NORTH OF A T
 SW0924'JUNCTION IN THE FENCE LINE, 20.4 METERS (67.0 FT) SOUTH OF RM 2, 9.5
 SW0924'METERS (31.2 FT) SOUTH OF THE STATION MARK, 2.4 METERS (8.0 FT) WEST
 SW0924'OF THE RIGHT-OF-WAY FENCE, 0.2 METERS (0.7 FT) EAST OF A WITNESS POST
 SW0924'WITHOUT A PLAQUE.
 SW0924'THE MARK IS 9.6 METERS  S FROM A WITNESS POST.
 SW0924
 SW0924                          STATION RECOVERY (1982)
 SW0924
 SW0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0924'RECOVERED IN GOOD CONDITION.
 SW0924
 SW0924                          STATION RECOVERY (1989)
 SW0924
 SW0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SW0924'THE STATION IS LOCATED ABOUT 58 KM (36.0 MI) SOUTH OF WILBUR, 51.5 KM
 SW0924'(32.0 MI) NORTH OF LIND, 38.6 KM (24.0 MI) SOUTH OF HARRINGTON, 1.6
 SW0924'KM (1.0 MI) SOUTH ODESSA AND ON RIGHT-OF-WAY FOR STATE ROUTE 21.
 SW0924'TO REACH FROM THE JUNCTION OF STATE ROUTES 21 AND 28 IN ODESSA, GO
 SW0924'SOUTH ON STATE ROUTE 21 FOR 1.93 KM (1.20 MI) TO THE STATION ON THE
 SW0924'LEFT.
 SW0924'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SW0924'WITH THE GROUND SURFACE.  IT IS 7.8 M (25.6 FT) EAST OF THE CENTER OF
 SW0924'STATE ROUTE 21, 2.4 M (7.9 FT) WEST OF THE RIGHT-OF-WAY FENCE, 8.6 M
 SW0924'(28.2 FT) SOUTH OF A WITNESS POST AND 0.3 M (1.0 FT) EAST OF A
 SW0924'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3528 ***********************************************************************
 SY3528  DESIGNATION -  ADELAIDE
 SY3528  PID         -  SY3528
 SY3528  STATE/COUNTY-  WA/KING
 SY3528  USGS QUAD   -  
 SY3528
 SY3528                         *CURRENT SURVEY CONTROL
 SY3528  ___________________________________________________________________
 SY3528* NAD 83(1991)-  47 38 47.11418(N)    122 05 08.49280(W)     ADJUSTED  
 SY3528* NAVD 88     -        21.21   (+/-2cm)      69.6    (feet)  VERTCON   
 SY3528  ___________________________________________________________________
 SY3528  LAPLACE CORR-          10.47  (seconds)                    DEFLEC99
 SY3528  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 SY3528
 SY3528  HORZ ORDER  -  SECOND
 SY3528  VERT ORDER  -  THIRD ? (See Below)
 SY3528
 SY3528.The horizontal coordinates were established by classical geodetic methods
 SY3528.and adjusted by the National Geodetic Survey in December 1991..
 SY3528
 SY3528.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3528.The vertical order pertains to the NGVD 29 superseded value.
 SY3528
 SY3528.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3528
 SY3528.The geoid height was determined by GEOID03.
 SY3528
 SY3528;                    North         East     Units Scale Factor Converg.
 SY3528;SPC WA N     -    72,635.869   405,911.870   MT  0.99997591   -0 55 56.7
 SY3528;SPC WA N     -   238,306.18  1,331,729.19   sFT  0.99997591   -0 55 56.7
 SY3528;UTM  10      - 5,277,407.466   568,667.696   MT  0.99965794   +0 40 32.5
 SY3528
 SY3528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3528!SPC WA N     -   1.00000035  x   0.99997591  =   0.99997626
 SY3528!UTM  10      -   1.00000035  x   0.99965794  =   0.99965829
 SY3528
 SY3528:                Primary Azimuth Mark                     Grid Az
 SY3528:SPC WA N     -  INGLEWOOD                                144 39 47.6
 SY3528:UTM  10      -  INGLEWOOD                                143 03 18.4
 SY3528
 SY3528|---------------------------------------------------------------------|
 SY3528| PID    Reference Object                     Distance      Geod. Az  |
 SY3528|                                                           dddmmss.s |
 SY3528| SY3529 INGLEWOOD                           APPROX. 2.7 KM 1434350.9 |
 SY3528| CF7094 ADELAIDE RM                           5.761 METERS 35927     |
 SY3528|---------------------------------------------------------------------|
 SY3528
 SY3528                          SUPERSEDED SURVEY CONTROL
 SY3528
 SY3528  NAD 83(1986)-  47 38 47.10620(N)    122 05 08.49811(W) AD(       ) 2
 SY3528  NAD 27      -  47 38 47.74900(N)    122 05 04.06900(W) AD(       ) 2
 SY3528  NGVD 29 (07/19/86)   20.12   (m)           66.0    (f) LEVELING    3  
 SY3528
 SY3528.Superseded values are not recommended for survey control.
 SY3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3528.See file dsdata.txt to determine how the superseded data were derived.
 SY3528
 SY3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6866877407(NAD 83)
 SY3528_MARKER: Z = SEE DESCRIPTION
 SY3528_SETTING: 0 = UNSPECIFIED SETTING
 SY3528
 SY3528  HISTORY     - Date     Condition        Report By
 SY3528  HISTORY     - 1937     MONUMENTED       WAGS
 SY3528  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY3528  HISTORY     - 1958     SEE DESCRIPTION  BPA
 SY3528  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY3528
 SY3528                          STATION DESCRIPTION
 SY3528
 SY3528'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY3528'THIS STATION IS LOCATED 2 MILES SE OF REDMOND AND ABOUT 9 MILES N OF
 SY3528'ISSAQUAH AND ON THE ROAD THAT FOLLOWS E SIDE OF LAKE SAMMAMISH HALF
 SY3528'MILE FROM N END OF THE LAKE.
 SY3528'
 SY3528'STATION IS MARKED BY A STANDARD STATE SURVEY DISK STAMPED KING
 SY3528'COUNTY AERIAL SURVEY SET IN A BOULDER.
 SY3528'
 SY3528'REFERENCE MARK WAS SET SIMILARLY MAG. N 24 DEG W AT A DISTANCE OF
 SY3528'18.90 FEET.
 SY3528'
 SY3528'TO REACH STATION FROM FIRST AND JACKSON STREETS IN REDMOND RUN TOWARD
 SY3528'FALL CITY ON PAVED ROAD 0.3 MILE TO BRYDENS SUPER SERVICE STATION AT
 SY3528'PAVEMENT INTERSECTION, TAKE THE RIGHT FORK, RUN 1 MILE TO THE
 SY3528'GRAVEL ROAD CROSSING PAVEMENT, TURN RIGHT ON GRAVEL ROAD, RUN 1.1
 SY3528'MILE TO SHINGLE MILL AT RIGHT ON LAKE SHORE, CONTINUE 0.5 MILE TO
 SY3528'DEEP CUT WHERE ROAD SLICES THROUGH SHOULDER OF HILL.  STATION IS ON
 SY3528'THE W SIDE OF THE ROAD AT THE N END OF CUT AND 5 FEET W OF THE S END
 SY3528'OF GUARD RAIL, 24 FEET W FROM THE CENTER LINE OF ROAD, 50.6 FEET E
 SY3528'FROM THE E RAIL OF THE NORTHERN PACIFIC RAILROAD ON LAKE SHORE.
 SY3528
 SY3528                          STATION RECOVERY (1943)
 SY3528
 SY3528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY3528'STATION IS ON E SHORE OF LAKE SAMMAMISH, 3/4 MILE FROM NE CORNER OF
 SY3528'LAKE IN SW 1/4 SE 1/4 SEC. 18, T. 25, R. 6.  STATION AND REFERENCE
 SY3528'MARKS ARE BRONZE DISKS.
 SY3528'
 SY3528'STATION IS ON A SMALL LEVEL SPACE OPPOSITE POINT OF CURVATURE OF THE
 SY3528'ROAD.  ROAD PASSES THROUGH CUT WITH HIGH CUT BANK E SIDE OF ROAD.
 SY3528'THERE IS A LOW SHORT BANK ON THE LAKE SIDE OF THE ROAD.  STATION IS
 SY3528'ON THE LEVEL SPACE 6-1/2 METERS W OF CENTER LINE OF ROAD, 6-1/2
 SY3528'METERS N OF N END OF BANK, 14.8 METERS FROM HIGHEST POINT OF BANK,
 SY3528'AND 9 METERS S OF END OF GUARDRAIL.  ON LOOKING W ACROSS THE LAKE,
 SY3528'STATION WILL BE SEEN TO BE JUST N OF THE LINE OF THE SECTION-LINE
 SY3528'ROAD.
 SY3528'
 SY3528'REFERENCE MARK IS AT DISTANCE 5.788 METERS.
 SY3528
 SY3528                          STATION RECOVERY (1958)
 SY3528
 SY3528'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1958
 SY3528'A SEARCH WAS MADE IN THE AREA DESCRIBED AND IT IS BELIEVED THAT THE
 SY3528'STATION HAS BEEN DESTROYED BY THE IMPROVEMENT OF THE ROAD.
 SY3528
 SY3528                          STATION RECOVERY (1963)
 SY3528
 SY3528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3528'THE STATION WAS NOT RECOVERED.  THE ROAD HAS BEEN WIDENED AND THE
 SY3528'BANK ON THE WEST SIDE OF THE ROAD HAS BEEN CUT DOWN AND A GRAVEL
 SY3528'PARKING STRIP MADE.  MR. QUACKENBUSH WHO LIVES NEAR THE STATION
 SY3528'SITE SAYS THE MARK MAY STILL BE THERE, COVERED OVER, BUT THAT HE
 SY3528'LOOKED FOR IT AFTER THE CONSTRUCTION AND DID NOT FIND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH6153 ***********************************************************************
 AH6153  DESIGNATION -  ADKINS RESET
 AH6153  PID         -  AH6153
 AH6153  STATE/COUNTY-  WA/WALLA WALLA
 AH6153  USGS QUAD   -  LEVEY (1991)
 AH6153
 AH6153                         *CURRENT SURVEY CONTROL
 AH6153  ___________________________________________________________________
 AH6153* NAD 83(1991)-  46 17 15.71484(N)    118 46 29.10944(W)     ADJUSTED  
 AH6153* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 AH6153  ___________________________________________________________________
 AH6153  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 AH6153  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 AH6153
 AH6153  HORZ ORDER  -  SECOND
 AH6153
 AH6153.The horizontal coordinates were established by classical geodetic methods
 AH6153.and adjusted by the National Geodetic Survey in December 1991..
 AH6153
 AH6153.The orthometric height was scaled from a topographic map.
 AH6153
 AH6153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6153
 AH6153.The geoid height was determined by GEOID03.
 AH6153
 AH6153;                    North         East     Units Scale Factor Converg.
 AH6153;SPC WA S     -   107,530.996   632,928.835   MT  0.99992800   +1 15 11.6
 AH6153;SPC WA S     -   352,791.28  2,076,534.02   sFT  0.99992800   +1 15 11.6
 AH6153;UTM  11      - 5,127,544.240   363,291.734   MT  0.99982974   -1 16 58.9
 AH6153
 AH6153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6153!SPC WA S     -   0.99996686  x   0.99992800  =   0.99989487
 AH6153!UTM  11      -   0.99996686  x   0.99982974  =   0.99979661
 AH6153
 AH6153|---------------------------------------------------------------------|
 AH6153| PID    Reference Object                     Distance      Geod. Az  |
 AH6153|                                                           dddmmss.s |
 AH6153| AH5935 ADKINS RM 1                          10.266 METERS 11418     |
 AH6153| AH5933 ADKINS AZ MK                                       2592220.3 |
 AH6153| AH5934 ADKINS RM 2                          10.214 METERS 33107     |
 AH6153|---------------------------------------------------------------------|
 AH6153
 AH6153                          SUPERSEDED SURVEY CONTROL
 AH6153
 AH6153  NAD 83(1991)-  46 17 15.71534(N)    118 46 29.10964(W) AD(       ) 2
 AH6153  NAD 83(1986)-  46 17 15.72214(N)    118 46 29.10085(W) AD(       ) 2
 AH6153
 AH6153.Superseded values are not recommended for survey control.
 AH6153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6153.See file dsdata.txt to determine how the superseded data were derived.
 AH6153
 AH6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM6329227544(NAD 83)
 AH6153_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6153_STAMPING: ADKINS 1946 1982
 AH6153_MARK LOGO: NGS   
 AH6153_PROJECTION: FLUSH
 AH6153_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6153+STABILITY: SURFACE MOTION
 AH6153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6153+SATELLITE: SATELLITE OBSERVATIONS - 1982
 AH6153
 AH6153  HISTORY     - Date     Condition        Report By
 AH6153  HISTORY     - 1982     MONUMENTED       NGS
 AH6153
 AH6153                          STATION DESCRIPTION
 AH6153
 AH6153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 AH6153'THE STATION MARK WAS FOUND LYING ON THE GROUND SURFACE, THE
 AH6153'UNDERGROUND MARK WAS RECOVERED ABOUT 0.05 M (0.16 FT) BELOW THE SAND
 AH6153'SURFCACE. THE DISTANCEES TO THE REFERENCE MARKS COMPARED FAVORABLY
 AH6153'WITH THE 1962 DATA.  HOWEVER THE ANGLE FROM THE AZIMUTH MARK 1 WAS
 AH6153'SMALLER BY 3 MINUTES AND 24 SECONDS WHILE THE ANGLE TO REFERENCE MARK
 AH6153'2 WAS LARGER BY 2 MINUTES AND 19 SECONDS WHEN COMPARING THEM TO THE
 AH6153'1962 DATA. THE STATION MARK WAS REMOVED AND NEW SURFACE AND
 AH6153'UNDERGROUND MARKS WERE SET AT THIS TIME.  DUE TO CHANGES IN THE AREA A
 AH6153'COMPLETE NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUT 26.5 KM
 AH6153'(16.45 MI) EAST OF PASCO, 12.9 KM (8.00 MI) EAST OF EUREKA, AT A POWER
 AH6153'LINE CROSSING ON THE EASTR SIDE OF THE SNAKE RIVER AND ON PROPERTY
 AH6153'CONTROLLED BY THE US ARMY CORPS OF ENGINNERS. TO REACH FROM THE POST
 AH6153'OFFICE IN PASCO, GO EAST ON LEWIS STREET FOR 3.38 KM (2.10 MI) TO THE
 AH6153'JUNCTION OF US HIGHWAYS 12 AND 395.  TURN RIGHT AND GO SOUTH ON US
 AH6153'HIGHWAYS 12 AND 395 FOR 3.86 KM (2.40 MI) TO THE JUNCTION OF STATE
 AH6153'ROUTE 124.  TURN LEFT AND GO EAST ON STATE ROUTE 124 FOR 20.92 KM
 AH6153'(13.00 MI) TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO NORTH AND
 AH6153'EAST ON THE GRAVELED ROAD FOR 1.7 KM (1.05 MI) TO A SIDE ROAD LEFT AT
 AH6153'A POWER LINE CROSSING.  TURN LEFT AND GO NORTH ALONG THE POWER LINE
 AH6153'ROAD FOR 0.32 KM (0.20 MI) TO A FENCE CORNER. CONTINUE NORTH ALONG THE
 AH6153'EAST SIDE OF THE FENCE FOR 0.64 KM (0.40 MI) TO THE EDGE OF THE RIM
 AH6153'AND THE END OF TRUCK TRAVEL.  CROSS THE FENCE AND WALK WEST TO THE
 AH6153'HIGHEST POINT, THE POWER LINE CROSSING AND THE STATION. THE MARK IS
 AH6153'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT)
 AH6153'IN DIAMETER AND PROJECTS 0.10 M (0.33 FT) ABOVE THE GROUND SURFACE.
 AH6153'IT IS 10.221 M (33.533 FT) SOUTH-SOUTHEAST OF REFERENCE MARK 2, 10.266
 AH6153'M (33.681 FT) WEST-NORTHWEST OF REFERENCE MARK 1 AND 0.9 M (3.0 FT)
 AH6153'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0317 ***********************************************************************
 TR0317  DESIGNATION -  ADMIRAL
 TR0317  PID         -  TR0317
 TR0317  STATE/COUNTY-  WA/ISLAND
 TR0317  USGS QUAD   -  OAK HARBOR (1973)
 TR0317
 TR0317                         *CURRENT SURVEY CONTROL
 TR0317  ___________________________________________________________________
 TR0317* NAD 83(1991)-  48 19 46.97803(N)    122 38 51.86758(W)     ADJUSTED  
 TR0317* NAVD 88     -        25.544  (meters)      83.81   (feet)  ADJUSTED  
 TR0317  ___________________________________________________________________
 TR0317  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 TR0317  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 TR0317  DYNAMIC HT  -          25.550 (meters)      83.83  (feet)  COMP
 TR0317  MODELED GRAV-     980,856.3   (mgal)                       NAVD 88
 TR0317
 TR0317  HORZ ORDER  -  SECOND
 TR0317  VERT ORDER  -  FIRST     CLASS II
 TR0317
 TR0317.The horizontal coordinates were established by classical geodetic methods
 TR0317.and adjusted by the National Geodetic Survey in December 1991..
 TR0317
 TR0317.The orthometric height was determined by differential leveling
 TR0317.and adjusted by the National Geodetic Survey in June 1991..
 TR0317
 TR0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0317
 TR0317.The geoid height was determined by GEOID03.
 TR0317
 TR0317.The dynamic height is computed by dividing the NAVD 88
 TR0317.geopotential number by the normal gravity value computed on the
 TR0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0317.degrees latitude (g = 980.6199 gals.).
 TR0317
 TR0317.The modeled gravity was interpolated from observed gravity values.
 TR0317
 TR0317;                    North         East     Units Scale Factor Converg.
 TR0317;SPC WA N     -   149,428.043   365,483.522   MT  0.99994907   -1 21 03.1
 TR0317;SPC WA N     -   490,248.50  1,199,090.52   sFT  0.99994907   -1 21 03.1
 TR0317;UTM  10      - 5,353,007.811   526,109.046   MT  0.99960838   +0 15 47.3
 TR0317
 TR0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0317!SPC WA N     -   0.99999948  x   0.99994907  =   0.99994855
 TR0317!UTM  10      -   0.99999948  x   0.99960838  =   0.99960786
 TR0317
 TR0317|---------------------------------------------------------------------|
 TR0317| PID    Reference Object                     Distance      Geod. Az  |
 TR0317|                                                           dddmmss.s |
 TR0317| CF7486 ADMIRAL RM 1                         14.135 METERS 01626     |
 TR0317| CF7488 ADMIRAL RM 4                          5.435 METERS 09607     |
 TR0317| TR0318 ADMIRAL RM 2                         11.373 METERS 18805     |
 TR0317| CF7487 ADMIRAL RM 3                         11.434 METERS 27455     |
 TR0317| TR0413 RUN 30                              APPROX. 0.9 KM 3280729.3 |
 TR0317|---------------------------------------------------------------------|
 TR0317
 TR0317                          SUPERSEDED SURVEY CONTROL
 TR0317
 TR0317  NAD 83(1986)-  48 19 46.98014(N)    122 38 51.87153(W) AD(       ) 2
 TR0317  NAD 27      -  48 19 47.61600(N)    122 38 47.24600(W) AD(       ) 2
 TR0317  NGVD 29 (??/??/92)   24.397  (m)           80.04   (f) ADJ UNCH    1 2
 TR0317
 TR0317.Superseded values are not recommended for survey control.
 TR0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0317.See file dsdata.txt to determine how the superseded data were derived.
 TR0317
 TR0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2610953008(NAD 83)
 TR0317_MARKER: DS = TRIANGULATION STATION DISK
 TR0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0317_STAMPING: ADMIRAL 1951
 TR0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0317+STABILITY: SURFACE MOTION
 TR0317
 TR0317  HISTORY     - Date     Condition        Report By
 TR0317  HISTORY     - 1951     MONUMENTED       CGS
 TR0317  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR0317  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR0317  HISTORY     - 1952     GOOD             NGS
 TR0317  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0317  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TR0317  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TR0317  HISTORY     - 1979     GOOD             NGS
 TR0317  HISTORY     - 1979     GOOD             NGS
 TR0317  HISTORY     - 1989     GOOD             USPSQD
 TR0317
 TR0317                          STATION DESCRIPTION
 TR0317
 TR0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 TR0317'STATION IS LOCATED NEAR THE PROMINENT Y INTERSECTION OF GOLDIE ROAD
 TR0317'(ISLAND COUNTY RD. NO. 196) AND STATE HIGHWAY 1-D WHERE IT MARKS
 TR0317'THE SOUTHEAST CORNER OF AULT FIELD OF THE WHIDBEY ISLAND NAVAL AIR
 TR0317'STATION.  STATION IS ON THE EDGE OF A FIELD ABOUT 34-1/2 FEET WEST OF
 TR0317'THE CENTERLINE OF STATE ROAD 1-D, 71 FEET NORTH OF A TELEPHONE POLE,
 TR0317'124-1/2 FEET SOUTH OF TELEPHONE POLE NO. AEA-445-L4, 96 FEET
 TR0317'SOUTHEAST OF TELEPHONE POLE B-17 AND 119 FEET NORTH OF CENTERLINE OF
 TR0317'GRAVEL ROAD LEADING TO THE ADMIRALS QUARTERS.  STATION AND RMS ARE
 TR0317'STANDARD DISKS CEMENTED IN DRILL HOLES IN PRECAST CONCRETE MONUMENTS
 TR0317'ABOUT 30 INCHES LONG WITH A LARGE BELL BOTTOM AND THE UPPER HALF
 TR0317'FORMED INTO AN 8 IN X 8 IN SQUARE.  MARKS PROJECT ABOUT 4 INCHES
 TR0317'ABOVE GROUND.  STATION DISK IS STAMPED ADMIRAL 1951 AND RMS ARE
 TR0317'STAMPED NO. 1, 1951 AND NO. 2, 1951 RESPECTIVELY.
 TR0317'
 TR0317'R. M. NO. 1 IS ON THE EDGE OF THE FIELD ABOUT 29-1/2 FEET WEST OF
 TR0317'CENTERLINE OF STATE ROAD 1-D, 117 FEET NORTHEAST OF TELEPHONE POLE
 TR0317'(NO NUMBER) AND 165 FEET NORTH OF ROAD LEADING TO ADMIRALS QUARTERS.
 TR0317'
 TR0317'R. M. NO. 2 IS ON THE EDGE OF THE FIELD ABOUT 31-1/2 FEET WEST OF
 TR0317'CENTERLINE OF STATE ROAD 1-D, 34 FEET NORTHEAST OF TELEPHONE POLE,
 TR0317'162 FEET SOUTH OF TELEPHONE POLE AEA-445 L4, AND 81-1/2 FEET NORTH OF
 TR0317'CENTERLINE OF GRAVEL ROAD LEADING TO THE ADMIRALS QUARTERS.
 TR0317
 TR0317                          STATION RECOVERY (1952)
 TR0317
 TR0317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0317'STATION AND R.M. NO. 2 RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 TR0317'R.M. NO. 1 HAS BEEN KNOCKED OVER AND IS OUT OF POSITION.
 TR0317
 TR0317                          STATION RECOVERY (1952)
 TR0317
 TR0317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 TR0317'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION AS
 TR0317'DESCRIBED IN LITHOGRAPHED LIST NO. 1065.  R. M. 1 RECOVERED AS
 TR0317'DESCRIBED EXCEPT THAT THE DISK IS LEANING AT A 45-DEGREE ANGLE.  A
 TR0317'NEW WITNESS POST WAS PLACED 2 FEET NORTH OF THE STATION.
 TR0317
 TR0317                          STATION RECOVERY (1952)
 TR0317
 TR0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0317'3.4 MI N FROM OAK HARBOR.
 TR0317'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0317'THENCE 3.0 MILES NORTH ALONG STATE HIGHWAY 20, AT THE Y JUNCTION OF
 TR0317'COUNTY ASPHALT ROAD 196, ABOUT 100 YARDS EAST OF THE SOUTHEAST CORNER
 TR0317'OF AULT FIELD OF WHIDBY ISLAND NAVAL AIR STATION, 124 1/2 FEET SOUTH
 TR0317'OF TELEPHONE POLE AEA-445-14, 111 FEET NORTH OF THE SOUTHEAST CORNER
 TR0317'OF THE FENCE AND GATE ENTRANCE TO ADMIRAL QUARTERS, 71 FEET NORTH OF A
 TR0317'TELEPHONE POLE, 34.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.0
 TR0317'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE GROUND, AND SET IN
 TR0317'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TR0317
 TR0317                          STATION RECOVERY (1960)
 TR0317
 TR0317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0317'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 TR0317'REFERENCE MARK 1 HAD BEEN PUSHED OVER AND THE DISK WAS REMOVED.
 TR0317'
 TR0317'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 TR0317'
 TR0317'THE STATION IS 115.8 FEET NORTHEAST OF A POWER POLE, 96 FT.
 TR0317'NORTHEAST OF POWER POLE B 37, 34 FT. WEST OF THE CENTERLINE OF THE
 TR0317'SOUTHWEST ROAD IN FORK, AND 2 FT. SOUTH OF A WITNESS POST.
 TR0317'
 TR0317'REFERENCE MARK 2 IS 81.8 FT. NORTHEAST OF A POWER POLE, 67.2 FT.
 TR0317'NORTH OF A FENCE LINE, 30.9 FT. EAST OF THE CENTERLINE OF THE
 TR0317'SOUTHWEST ROAD IN FORK AND 11.372 M (37.32 FT) SOUTH OF THE STATION.
 TR0317
 TR0317                          STATION RECOVERY (1969)
 TR0317
 TR0317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 TR0317'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED.  REFERENCE
 TR0317'MARK NO. 3 WAS ESTABLISHED.  THE STATION IS AT THE WHIDBEY ISLAND
 TR0317'NAVAL AIR STATION ABOUT THREE MILES NORTH OF OAK HARBOR, AT A GUARD
 TR0317'GATE ON GOLDIE ROAD WHICH IS NO LONGER IN USE.
 TR0317'
 TR0317'THE STATION MARK, STAMPED ADMIRAL 1951, IS A STANDARD DISK SET IN A
 TR0317'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 104 FEET
 TR0317'NORTH OF THE WEST GATE POST OF THE DOUBLE METAL GUARD GATE, 95 FEET
 TR0317'SOUTHEAST OF POWER POLE NO. B-37, 44.5 FEET EAST OF THE CENTERLINE
 TR0317'OF GOLDIE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 TR0317'
 TR0317'THE POST WHICH HELD REFERENCE MARK NO. 1 WAS FOUND TILTED ALMOST 45
 TR0317'DEGREES, AND THE DISK HAD BEEN REMOVED FROM THE CONCRETE POST.
 TR0317'
 TR0317'REFERENCE MARK NO. 2 STAMPED NO 2 1951 IS A STANDARD DISK SET IN A
 TR0317'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES, IT IS 66.5 FEET
 TR0317'NORTH OF THE WEST GATEPOST 46 FEET WEST OF THE CENTERLINE OF GOLDIE
 TR0317'ROAD, AND 3 FEET WEST OF THE TOP EDGE OF THE DITCH BANK.
 TR0317'
 TR0317'REFERENCE MARK NO. 3 STAMPED ADMIRAL NO 3 1969 IS A STANDARD DISK
 TR0317'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 82 FEET
 TR0317'WEST OF THE CENTER OF GOLDIE ROAD, 66.5 FEET SOUTHEAST OF POWER
 TR0317'POLE B-37, AND 31 FEET EAST OF THE POWER LINE.
 TR0317'
 TR0317'TO REACH FROM THE INTERSECTION OF FIFTH STREET AND CHARLES PORTER
 TR0317'AVENUE, WHICH IS ABOUT ONE BLOCK NORTH OF THE BASE THEATRE, GO SOUTH
 TR0317'ON CHARLES PORTER AVENUE FOR ABOUT 0.25 MILES TO A CROSSROAD.  TURN
 TR0317'LEFT AND GO EAST ON TORPEDO ROAD FOR 0.7 MILE TO A ROAD RIGHT.  TURN
 TR0317'RIGHT AND GO SOUTHERLY 0.45 MILE TO AN UNUSED GUARD GATE AND THE
 TR0317'STATION ON THE RIGHT.
 TR0317
 TR0317                          STATION RECOVERY (1975)
 TR0317
 TR0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 TR0317'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 TR0317'CONDITION.  THE AREA WEST OF THE STATION IS NOW BEING CULTIVATED,
 TR0317'AND REFERENCE MARK NO. 3 HAD BEEN DISTURBED BY FARM MACHINERY.
 TR0317'REFERENCE MARK NO. 3 WAS REMOVED FROM THE FIELD AND REFERENCE MARK
 TR0317'4 WAS ESTABLISHED.
 TR0317'
 TR0317'THE STATION IS ON THE WHIDBEY ISLAND NAVAL AIR STATION, NEAR THE
 TR0317'SOUTH BOUNDARY FENCE, AT A GUARD GATE ON GOLDIE ROAD, WHICH IS NO
 TR0317'LONGER IN USE.
 TR0317'
 TR0317'TO REACH FROM THE INTERSECTION OF FIFTH STREET AND CHARLES PORTER
 TR0317'AVENUE, WHICH IS ABOUT ONE BLOCK NORTH OF THE BASE THEATRE, GO SOUTH
 TR0317'ON CHARLES PORTER AVENUE FOR 0.3 MILE, TURN LEFT AND GO EAST ON
 TR0317'TORPEDO ROAD FOR 0.7 MILE, TURN RIGHT AND GO SOUTHERLY FOR 0.45 MILE
 TR0317'TO THE UNUSED GUARD GATE AND THE STATION ON THE RIGHT.
 TR0317'
 TR0317'THE STATION MARK, STAMPED ADMIRAL 1951, IS A STANDARD DISK SET IN A
 TR0317'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 104 FEET NORTH
 TR0317'OF THE WEST GATEPOST OF THE DOUBLE GATE, 93 FEET NORTH-NORTHWEST OF
 TR0317'THE NORTHWEST CORNER OF THE 5X8-FOOT CONCRETE SLAB WHICH SUPPORTED
 TR0317'THE GUARD SHACK, 44.5 FEET EAST OF THE CENTER OF GOLDIE ROAD AND 3
 TR0317'FEET NORTHEAST OF A METAL WITNESS POST.
 TR0317'
 TR0317'REFERENCE MARK NO. 2, STAMPED NO 2 1951, IS A STANDARD DISK SET IN A
 TR0317'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 66.5 FEET
 TR0317'NORTH OF THE FENCE, 62.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 TR0317'THE 5X8-FOOT CONCRETE SLAB AND 46 FEET WEST OF THE CENTER OF THE
 TR0317'ROAD.
 TR0317'
 TR0317'REFERENCE MARK NO. 4, STAMPED ADMIRAL 1951 NO 4 1975, IS A STANDARD
 TR0317'DISK SET IN A ROUND CONCRETE POST ON THE WEST SHOULDER OF THE ROAD
 TR0317'AND FLUSH WITH THE GROUND.  IT IS 102.8 FEET NORTH OF THE WEST
 TR0317'GATEPOST, 86.8 FEET NORTH-NORTHWEST OF THE 5X8-FOOT CONCRETE SLAB, 26
 TR0317'FEET WEST OF THE CENTER OF THE ROAD, 6 FEET WEST OF THE WEST EDGE
 TR0317'OF THE BLACKTOP AND ABOUT 0.5 FOOT LOWER THAN THE STATION MARK.
 TR0317'
 TR0317'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES NORTH OF
 TR0317'OAK HARBOR.
 TR0317
 TR0317                          STATION RECOVERY (1979)
 TR0317
 TR0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR0317'THE STATION MARK REFERENCE MARK 2 AND REFERENCE MARK 4 WERE
 TR0317'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1975.  THE DISTANCES
 TR0317'TO THE RMS COMPARED FAVORABLY WITH THE 1975 DATA.  THE STATION
 TR0317'WAS RECOVERED TO USE AS AN AZIMUTH FOR STATION TORPEDO 1951
 TR0317'BUT THE LINE IS OBSTRUCTED BY TREES.
 TR0317
 TR0317                          STATION RECOVERY (1979)
 TR0317
 TR0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TR0317'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE IN OAK HARBOR
 TR0317'THENCE 3.0 MILES NORTH ALONG STATE HIGHWAY 20 ABOUT 100 YARDS EAST OF
 TR0317'THE SOUTH EAST CORNER OF AULT FIELD AT A GATE THAT IS NO LONGER IN
 TR0317'USE.
 TR0317
 TR0317                          STATION RECOVERY (1989)
 TR0317
 TR0317'RECOVERY NOTE BY US POWER SQUADRON 1989 (WEH)
 TR0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0318 ***********************************************************************
 TR0318  DESIGNATION -  ADMIRAL RM 2
 TR0318  PID         -  TR0318
 TR0318  STATE/COUNTY-  WA/ISLAND
 TR0318  USGS QUAD   -  OAK HARBOR (1973)
 TR0318
 TR0318                         *CURRENT SURVEY CONTROL
 TR0318  ___________________________________________________________________
 TR0318* NAD 83(1986)-  48 19 46.     (N)    122 38 52.     (W)     SCALED    
 TR0318* NAVD 88     -        25.799  (meters)      84.64   (feet)  ADJUSTED  
 TR0318  ___________________________________________________________________
 TR0318  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 TR0318  DYNAMIC HT  -          25.805 (meters)      84.66  (feet)  COMP
 TR0318  MODELED GRAV-     980,856.4   (mgal)                       NAVD 88
 TR0318
 TR0318  VERT ORDER  -  FIRST     CLASS II
 TR0318
 TR0318.The horizontal coordinates were scaled from a topographic map and have
 TR0318.an estimated accuracy of +/- 6 seconds.
 TR0318
 TR0318.The orthometric height was determined by differential leveling
 TR0318.and adjusted by the National Geodetic Survey in June 1991..
 TR0318
 TR0318.The geoid height was determined by GEOID03.
 TR0318
 TR0318.The dynamic height is computed by dividing the NAVD 88
 TR0318.geopotential number by the normal gravity value computed on the
 TR0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0318.degrees latitude (g = 980.6199 gals.).
 TR0318
 TR0318.The modeled gravity was interpolated from observed gravity values.
 TR0318
 TR0318;                    North         East    Units  Estimated Accuracy
 TR0318;SPC WA N     -   149,400.      365,480.      MT  (+/- 180 meters Scaled)
 TR0318
 TR0318                          SUPERSEDED SURVEY CONTROL
 TR0318
 TR0318  NGVD 29 (??/??/92)   24.653  (m)           80.88   (f) ADJ UNCH    1 2
 TR0318
 TR0318.Superseded values are not recommended for survey control.
 TR0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0318.See file dsdata.txt to determine how the superseded data were derived.
 TR0318
 TR0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU261529(NAD 83)
 TR0318_MARKER: DR = REFERENCE MARK DISK
 TR0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0318_STAMPING: NO 2 1951
 TR0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0318+STABILITY: SURFACE MOTION
 TR0318
 TR0318  HISTORY     - Date     Condition        Report By
 TR0318  HISTORY     - 1951     MONUMENTED       CGS
 TR0318  HISTORY     - 1952     GOOD             NGS
 TR0318  HISTORY     - 1979     GOOD             NGS
 TR0318
 TR0318                          STATION DESCRIPTION
 TR0318
 TR0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0318'3.4 MI N FROM OAK HARBOR.
 TR0318'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0318'THENCE 3.0 MILES NORTH ALONG STATE HIGHWAY 20, AT THE Y JUNCTION OF A
 TR0318'COUNTY ASPHALT ROAD 196, ABOUT 100 YARDS EAST OF THE SOUTHEAST CORNER
 TR0318'OF AULT FIELD OF WHIDBY ISLAND NAVAL AIR STATION, 76.0 FEET NORTH OF
 TR0318'THE SOUTHEAST CORNER OF THE FENCE AND GATE ENTRANCE OF THE ADMIRAL
 TR0318'QUARTERS, 37.3 FEET SOUTH OF TRIANGULATION-STATION ADMIRAL, 34.2 FEET
 TR0318'NORTH OF A TELEPHONE POLE, 31.3 FEET WEST OF THE CENTER LINE OF THE
 TR0318'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TR0318'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TR0318
 TR0318                          STATION RECOVERY (1979)
 TR0318
 TR0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TR0318'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE IN OAK HARBOR
 TR0318'THENCE 3.0 MILES NORTH ALONG STATE HIGHWAY 20 ABOUT 100 YARDS EAST OF
 TR0318'THE SOUTHEAST CORNER OF ALT FIELD AT A GATE THAT IS NO LONGER IN USE.
 TR0318'37 FT SOUTH OF TRIANGULATION STATION ADMIRAL 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1456 ***********************************************************************
 TR1456  DESIGNATION -  ADMIRALTY EAST BASE
 TR1456  PID         -  TR1456
 TR1456  STATE/COUNTY-  WA/ISLAND
 TR1456  USGS QUAD   -  CAMANO (1978)
 TR1456
 TR1456                         *CURRENT SURVEY CONTROL
 TR1456  ___________________________________________________________________
 TR1456* NAD 83(1991)-  48 09 35.25588(N)    122 37 04.74519(W)     ADJUSTED  
 TR1456* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1456  ___________________________________________________________________
 TR1456  LAPLACE CORR-          -8.20  (seconds)                    DEFLEC99
 TR1456  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 TR1456
 TR1456  HORZ ORDER  -  FIRST
 TR1456
 TR1456.The horizontal coordinates were established by classical geodetic methods
 TR1456.and adjusted by the National Geodetic Survey in December 1991..
 TR1456
 TR1456.The orthometric height was scaled from a topographic map.
 TR1456
 TR1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1456
 TR1456.The geoid height was determined by GEOID03.
 TR1456
 TR1456;                    North         East     Units Scale Factor Converg.
 TR1456;SPC WA N     -   130,487.993   367,251.080   MT  0.99994252   -1 19 43.4
 TR1456;SPC WA N     -   428,109.36  1,204,889.58   sFT  0.99994252   -1 19 43.4
 TR1456;UTM  10      - 5,334,131.391   528,408.483   MT  0.99960992   +0 17 04.6
 TR1456
 TR1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1456!SPC WA N     -   1.00000305  x   0.99994252  =   0.99994557
 TR1456!UTM  10      -   1.00000305  x   0.99960992  =   0.99961297
 TR1456
 TR1456|---------------------------------------------------------------------|
 TR1456| PID    Reference Object                     Distance      Geod. Az  |
 TR1456|                                                           dddmmss.s |
 TR1456| CF7490 ADMIRALTY EAST BASE RM 2             29.737 METERS 14211     |
 TR1456| TR1599 ADMIRALTY HEAD                      APPROX. 4.5 KM 2634436.7 |
 TR1456| CF7489 ADMIRALTY EAST BASE RM 1             26.720 METERS 29731     |
 TR1456|---------------------------------------------------------------------|
 TR1456
 TR1456                          SUPERSEDED SURVEY CONTROL
 TR1456
 TR1456  NAD 83(1986)-  48 09 35.25609(N)    122 37 04.74958(W) AD(       ) 1
 TR1456  NAD 27      -  48 09 35.91500(N)    122 37 00.16200(W) AD(       ) 1
 TR1456
 TR1456.Superseded values are not recommended for survey control.
 TR1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1456.See file dsdata.txt to determine how the superseded data were derived.
 TR1456
 TR1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2840834131(NAD 83)
 TR1456_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1456_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TR1456
 TR1456  HISTORY     - Date     Condition        Report By
 TR1456  HISTORY     - 1921     MONUMENTED       CGS
 TR1456  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR1456  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1456
 TR1456                          STATION DESCRIPTION
 TR1456
 TR1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 TR1456'STATION IS LOCATED ON PROPERTY OF DOCTOR SARGENT, 4 METERS INSIDE
 TR1456'THE FENCE LINE AND 150 METERS E OF SOME DWELLINGS WHERE THE
 TR1456'CARETAKER OF THE FISH TRAP LIVES.  THERE IS A WELL-WORN TRAIL
 TR1456'GOING PAST THE STATION.  STANDARD REFERENCE MARKS WERE SET NEAR
 TR1456'THE FENCE LINE, THE ONE TO THE EASTWARD IS 5 METERS FROM THE
 TR1456'FENCE TOWARD THE BEACH AND THE OTHER IS 1 METER ON THE INSIDE OF
 TR1456'THE FENCE LINE.
 TR1456'
 TR1456'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISK SET IN
 TR1456'CONCRETE AS DESCRIBED IN NOTES 1B AND 11B.
 TR1456
 TR1456                          STATION RECOVERY (1942)
 TR1456
 TR1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CP)
 TR1456'AT THE HEAD OF ADMIRALTY BAY, ON THE W SHORE OF WHIDBEY ISLAND,
 TR1456'ABOUT 2 MILES E OF THE DOCK AT FORT CASEY, 370 METERS (AIR LINE)
 TR1456'NW OF A PROMINENT WHITE HOUSE WITH FLAGPOLE, AND ABOUT 25 METERS
 TR1456'BACK FROM THE HIGH-WATER LINE.  BETWEEN A HAND-HEWN FENCE AND A
 TR1456'WELL WORN TRAIL ALONG THE TREE LINE.  MARKED WITH A BRONZE DISK
 TR1456'SET IN THE TOP OF AN IRON PIPE 5 INCHES IN DIAMETER STAMPED E
 TR1456'BASE.  MARK IN GOOD CONDITION.
 TR1456'
 TR1456'REFERENCE MARKS ARE BRONZE DISKS SET IN RECTANGULAR BLOCKS OF
 TR1456'CONCRETE 4 INCHES SQUARE.  UNSTAMPED.  MARKS ARE IN GOOD
 TR1456'CONDITION.  ONE IS SET 5 METERS E FROM THE FENCE LINE TOWARD THE
 TR1456'BEACH AND THE OTHER W, ONE METER INSIDE THE FENCE LINE.
 TR1456'
 TR1456'A 10-FOOT OBSERVING STAND USED AT THIS STATION.
 TR1456
 TR1456                          STATION RECOVERY (1960)
 TR1456
 TR1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1456'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED.
 TR1456'
 TR1456'THE STATION IS AT THE HEAD OF ADMIRALTY BAY, ON THE WEST SHORE OF
 TR1456'WHIDBEY ISLAND, ABOUT 350 YARDS NORTH OF THE RESIDENCE OF
 TR1456'MR. STEPHEN LEA (A RAMBLING RED HOUSE WITH TWO BRICK AND ONE
 TR1456'NATURAL STONE CHIMNEYS), 23 METERS NORTHEAST OF THE STORM HIGH
 TR1456'WATER LINE, 3.2 METERS SOUTHWEST OF THE CENTER OF A DIRT ROAD,
 TR1456'NEAR THE NORTHWEST END OF A LINE OF ROSE BRIARS ALONG AN OLD
 TR1456'FENCE LINE AND 3.2 FEET SOUTH OF A WITNESS POST.
 TR1456'
 TR1456'THE STATION IS A STANDARD STATION DISK STAMPED E BASE SET IN TOP
 TR1456'OF A 5 INCH DIAMETER CONCRETE FILLED PIPE WHICH PROJECTS 4 INCHES.
 TR1456'
 TR1456'ONE REFERENCE MARK IS A STANDARD REFERENCE DISK UNSTAMPED SET IN
 TR1456'A 5 INCH SQUARE CONCRETE MONUMENT WHICH IS 12 M NORTHWEST OF THE
 TR1456'CENTER OF A DIRT ROAD, 16 M NORTHEAST OF THE STORM HIGH WATER LINE
 TR1456'AND 29.736 M (97.56 FT) SOUTHEAST OF THE STATION.
 TR1456'
 TR1456'THE OTHER REFERENCE MARK IS A STANDARD REFERENCE DISK UNSTAMPED
 TR1456'SET IN TOP OF A 5 INCH SQUARE CONCRETE MONUMENT WHICH IS 11 M
 TR1456'SOUTHWEST OF THE CENTER OF A DIRT ROAD, ABOUT 20 METERS NORTHEAST
 TR1456'OF THE STORM HIGH WATER LINE AND 26.720 M (87.67 FT) NORTH WEST
 TR1456'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1599 ***********************************************************************
 TR1599  DESIGNATION -  ADMIRALTY HEAD
 TR1599  PID         -  TR1599
 TR1599  STATE/COUNTY-  WA/ISLAND
 TR1599  USGS QUAD   -  COUPEVILLE (1973)
 TR1599
 TR1599                         *CURRENT SURVEY CONTROL
 TR1599  ___________________________________________________________________
 TR1599* NAD 83(1991)-  48 09 19.48250(N)    122 40 39.01272(W)     ADJUSTED  
 TR1599* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 TR1599  ___________________________________________________________________
 TR1599  LAPLACE CORR-          -8.65  (seconds)                    DEFLEC99
 TR1599  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 TR1599
 TR1599  HORZ ORDER  -  FIRST
 TR1599
 TR1599.The horizontal coordinates were established by classical geodetic methods
 TR1599.and adjusted by the National Geodetic Survey in December 1991..
 TR1599
 TR1599.The orthometric height was scaled from a topographic map.
 TR1599
 TR1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1599
 TR1599.The geoid height was determined by GEOID03.
 TR1599
 TR1599;                    North         East     Units Scale Factor Converg.
 TR1599;SPC WA N     -   130,105.348   362,813.017   MT  0.99994247   -1 22 22.9
 TR1599;SPC WA N     -   426,853.96  1,190,329.04   sFT  0.99994247   -1 22 22.9
 TR1599;UTM  10      - 5,333,624.120   523,984.431   MT  0.99960707   +0 14 24.9
 TR1599
 TR1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1599!SPC WA N     -   1.00000083  x   0.99994247  =   0.99994330
 TR1599!UTM  10      -   1.00000083  x   0.99960707  =   0.99960790
 TR1599
 TR1599|---------------------------------------------------------------------|
 TR1599| PID    Reference Object                     Distance      Geod. Az  |
 TR1599|                                                           dddmmss.s |
 TR1599| CF7632 BRASS BOLT 1                         17.777 METERS 00200     |
 TR1599| CF7481 45 CAL SHELL IN EMPLACEMENT           7.670 METERS 01831     |
 TR1599| CF7633 BRASS BOLT 2                         14.645 METERS 01939     |
 TR1599| CF8875 IRON RAIL BATTERY KINGSBURY          21.270 METERS 07346     |
 TR1599| CF7634 BRASS BOLT 3                         15.996 METERS 16427     |
 TR1599| TR1616 ADMIRALTY HEAD 2 1878                80.458 METERS 18156     |
 TR1599| TR1568 POINT MARROWSTONE LIGHTHOUSE        APPROX. 6.0 KM 1872250.7 |
 TR1599| TR1667 PORT TOWNSEND CTHSE STEEPLE         APPROX. 8.3 KM 2341844.1 |
 TR1599| TR1630 C 1 USE 1921                        APPROX. 7.0 KM 2555951.8 |
 TR1599| TR1638 POINT WILSON TOWER                  APPROX. 5.9 KM 2570007.1 |
 TR1599| TR1631 POINT WILSON LIGHTHOUSE             APPROX. 5.9 KM 2574449.9 |
 TR1599| TR1591 FORT                                APPROX. 0.6 KM 3311818.3 |
 TR1599|---------------------------------------------------------------------|
 TR1599
 TR1599                          SUPERSEDED SURVEY CONTROL
 TR1599
 TR1599  NAD 83(1986)-  48 09 19.48261(N)    122 40 39.01754(W) AD(       ) 1
 TR1599  NAD 27      -  48 09 20.14500(N)    122 40 34.42000(W) AD(       ) 1
 TR1599
 TR1599.Superseded values are not recommended for survey control.
 TR1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1599.See file dsdata.txt to determine how the superseded data were derived.
 TR1599
 TR1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2398433624(NAD 83)
 TR1599_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1599_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TR1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1599+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2002
 TR1599
 TR1599  HISTORY     - Date     Condition        Report By
 TR1599  HISTORY     - 1921     MONUMENTED       CGS
 TR1599  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR1599  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1599  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR1599  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR1599  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR1599  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1599  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TR1599  HISTORY     - 20020618 GOOD             USPSQD
 TR1599
 TR1599                          STATION DESCRIPTION
 TR1599
 TR1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 TR1599'STATION IS LOCATED ON ADMIRALTY HEAD, 7 METERS FROM OUTER EDGE OF
 TR1599'CONCRETE PARAPET OF EMPLACEMENT NO.1, BATTERY KINGSBURY.  BRASS
 TR1599'BOLTS NOS. 1 AND 2 ARE 1/2-INCH BOLTS SET IN THE CONCRETE PARAPET
 TR1599'1.2 METERS FROM THE INSIDE FACE OF EMPLACEMENT NO.1.  A 45 CALIBER
 TR1599'SHELL WAS PLACED IN A PATCH OF CEMENT 1 FOOT FROM OUTER EDGE OF
 TR1599'PARAPET.  AN OLD RAILROAD RAIL IS STANDING NEAR THE BATTERY AND
 TR1599'PROJECTS OUT OF THE GROUND ABOUT 7 FEET.
 TR1599'
 TR1599'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 TR1599'DESCRIBED IN NOTE 1C.
 TR1599
 TR1599                          STATION RECOVERY (1940)
 TR1599
 TR1599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (RWK)
 TR1599'THE STATION WAS RECOVERED IN GOOD CONDITION.  RAILROAD RAIL AND
 TR1599'OLD U.S.C. AND G.S. STATION WERE ALSO FOUND IN GOOD
 TR1599'CONDITION.  MEASURED DISTANCES FROM THE STATION TO THESE REFERENCE
 TR1599'MARKS WERE AS FOLLOWS--RAILROAD RAIL (CENTER) - 21.20 METERS
 TR1599'(SLOPE DISTANCE) AND OLD U.S.C. AND G.S. STATION - 80.80 METERS
 TR1599'(SLOPE DISTANCE).
 TR1599'
 TR1599'BRASS BOLT NO. 1 AND BRASS BOLT NO. 2 COULD NOT BE FOUND.  MEASURED
 TR1599'DISTANCES TO THESE TWO MARKS SHOWED NO TRACE OF THE MARKS.  IT
 TR1599'APPEARS THAT A 2- OR 3-INCH COVERING OF CONCRETE HAS BEEN POURED
 TR1599'ON THE SURFACE OF THE PARAPET SINCE 1921, THUS COVERING THESE
 TR1599'REFERENCE MARKS.  THE 45-CALIBER SHELL USED AS A REFERENCE MARK
 TR1599'COULD NOT BE FOUND AND APPEARS TO HAVE BEEN DESTROYED.
 TR1599
 TR1599                          STATION RECOVERY (1941)
 TR1599
 TR1599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1599'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  BRASS
 TR1599'BOLT NO. 2 AND THE 45-CALIBER SHELL IN CEMENT WERE NOT
 TR1599'RECOVERED.  A THOROUGH SEARCH FOR THE LATTER WAS NOT MADE SINCE
 TR1599'THE RECOVERING PART HAD NO SHOVEL.  THE CONCRETE PARAPET AT
 TR1599'BATTERY KINGSBURY HAS BEEN PAINTED WITH TAR AND BRASS BOLT NO. 2
 TR1599'PROBABLY STILL EXISTS.
 TR1599'
 TR1599'THIS STATION WAS RECOVERED BY L.D. GRAHAM IN THE FALL OF 1941,
 TR1599'AND A RECOVERY NOTE ADEQUATELY DESCRIBING THE STATION WAS SUBMITED
 TR1599'AT THAT TIME.
 TR1599
 TR1599                          STATION RECOVERY (1942)
 TR1599
 TR1599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GCM)
 TR1599'ON ADMIRALTY HEAD, 7 METERS FROM EDGE OF CONCRETE PARAPET OF
 TR1599'EMPLACEMENT NO. 1, BATTERY KINGSBURY.  BRASS BOLTS NOS. 1, 2, AND
 TR1599'3 ARE 1/2-INCH BRASS BOLTS SET FLUSH WITH THE TOP OF THE PARAPET
 TR1599'AND HAVE A TRIANGLE CHISELED IN THE CONCRETE SURROUNDING THEM.
 TR1599'THE CENTER MARK IS A BRONZE DISK, UNSTAMPED, SET IN CONCRETE FLUSH
 TR1599'WITH THE GROUND.
 TR1599
 TR1599                          STATION RECOVERY (1942)
 TR1599
 TR1599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CP)
 TR1599'STATION RECOVERED IN GOOD CONDITION.  THE 1940 RECOVERY NOTE BY
 TR1599'R.W.K. IS ADEQUATE.  THE DISK IS NOT STAMPED.
 TR1599
 TR1599                          STATION RECOVERY (1958)
 TR1599
 TR1599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNH)
 TR1599'STATION IN FAIR CONDITION.  DESCRIPTION OBSOLETE SINCE ALL GUN
 TR1599'EMPLACEMENTS HAVE BEEN DISMANTLED.  FROM KEYSTONE FERRY DOCK, GOING
 TR1599'TOWARD FORT CASEY, TURN LEFT DOWN A NEW ROAD TO THE END.  WALK UP
 TR1599'HILL TO OLD GUN EMPLACEMENTS.  CONTINUE TO THE MOST SW
 TR1599'EMPLACEMENT.  STATION IS 7 M. FROM THE PARAPET.
 TR1599
 TR1599                          STATION RECOVERY (1960)
 TR1599
 TR1599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1599'THE STATION AND BRASS BOLTS 1, 2 AND 3 WERE RECOVERED IN GOOD
 TR1599'CONDITION AS DESCRIBED BY G.C.M. IN 1942.
 TR1599'
 TR1599'THE STATION IS A STANDARD STATION MARK DISK NOT STAMPED SET IN
 TR1599'A DRILL HOLE IN THE CONCRETE OF THE GUN EMPLACEMENT (NOW ABANDONED).
 TR1599'
 TR1599'REFERENCE MARK 1 IS A PUNCH MARK IN THE TOP OF A 1/2 INCH BRASS
 TR1599'ROD SET FLUSH WITH THE CONCRETE OF THE PARAPET.  A TRAINGLE HAS
 TR1599'BEEN CHISELED AROUND THE MARK.
 TR1599'
 TR1599'REFERENCE MARK 2 IS AN OFF CENTER CROSS CUT IN THE TOP OF A 1/2
 TR1599'INCH BRASS ROD WHICH IS SET FLUSH WITH THE CONCRETE OF THE
 TR1599'PARAPET.  A TRIANGLE HAS BEEN CHISELED AROUND THE MARK.
 TR1599'
 TR1599'REFERENCE MARK 3 IS A PUNCH MARK IN THE TOP OF A 1/2 INCH BRASS
 TR1599'ROD WHICH IS SET FLUSH WITH THE CONCRETE OF THE PARAPET.  A
 TR1599'TRIANGLE HAS BEEN CHISELED AROUND THE MARK.
 TR1599'
 TR1599'DIRECTIONS TO THE REFERENCE MARKS WERE NOT CHECKED BUT DISTANCES
 TR1599'WERE MEASURED AS FOLLOWS--TO R.M. 1 - 17.766 M (58.29 FT).  TO
 TR1599'R.M.2 - 14.638 M (48.03 FT).  TO R.M. 3 15.995 M (52.47 FT).
 TR1599
 TR1599                          STATION RECOVERY (1976)
 TR1599
 TR1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 TR1599'THE STATION, THE THREE BRASS BOLT REFERENCE MARKS AND OLD STATION
 TR1599'ADMIRALTY HEAD 2, 1878 WERE RECOVERED IN GOOD CONDITION.  THE
 TR1599'STATION DISK PREVIOUSLY UNSTAMPED WAS STAMPED AT THIS TIME.
 TR1599'
 TR1599'THE STATION IS A STANDARD DISK STAMPED ADMIRALTY HEAD 1921 SET
 TR1599'IN THE TOP OF AN 8 INCH SQUARE, CONCRETE MONUMENT, PROJECTING 1
 TR1599'INCH ABOVE THE SURFACE OF THE GROUND, IN A DENSE GROWTH OF WILD
 TR1599'ROSE BRIERS, 7 METERS SOUTH OF THE SOUTH EDGE OF THE CONCRETE
 TR1599'APRON ON THE SOUTH SIDE OF EMPLACEMENT NO. 1, BATTERY KINGSBURY,
 TR1599'4 METERS WEST OF THE TRAIL LEADING SOUTH OF THE BATTERY AND IN
 TR1599'FORT CASEY STATE PARK.
 TR1599'
 TR1599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1599'4-1/2 MILES SOUTH OF COUPEVILLE.
 TR1599
 TR1599                          STATION RECOVERY (2002)
 TR1599
 TR1599'RECOVERY NOTE BY US POWER SQUADRON 2002 (RSG)
 TR1599'MARKER FOUND ON FT. CASEY  STATE PARK, WHIDBEY ISLAND, WA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1592 ***********************************************************************
 TR1592  DESIGNATION -  ADMIRALTY HEAD LH
 TR1592  PID         -  TR1592
 TR1592  STATE/COUNTY-  WA/ISLAND
 TR1592  USGS QUAD   -  COUPEVILLE (1973)
 TR1592
 TR1592                         *CURRENT SURVEY CONTROL
 TR1592  ___________________________________________________________________
 TR1592* NAD 83(1991)-  48 09 38.75126(N)    122 40 52.08763(W)     ADJUSTED  
 TR1592* NAVD 88     -                                                        
 TR1592  ___________________________________________________________________
 TR1592  LAPLACE CORR-          -8.56  (seconds)                    DEFLEC99
 TR1592  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 TR1592
 TR1592  HORZ ORDER  -  THIRD
 TR1592
 TR1592.The horizontal coordinates were established by classical geodetic methods
 TR1592.and adjusted by the National Geodetic Survey in December 1991..
 TR1592
 TR1592
 TR1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1592
 TR1592.The geoid height was determined by GEOID03.
 TR1592
 TR1592;                    North         East     Units Scale Factor Converg.
 TR1592;SPC WA N     -   130,706.779   362,557.180   MT  0.99994253   -1 22 32.6
 TR1592;SPC WA N     -   428,827.16  1,189,489.68   sFT  0.99994253   -1 22 32.6
 TR1592;UTM  10      - 5,334,217.910   523,711.855   MT  0.99960691   +0 14 15.2
 TR1592
 TR1592                          SUPERSEDED SURVEY CONTROL
 TR1592
 TR1592  NAD 83(1986)-  48 09 38.75090(N)    122 40 52.09191(W) AD(       ) 4
 TR1592  NAD 27      -  48 09 39.41300(N)    122 40 47.49400(W) AD(       ) 3
 TR1592
 TR1592.Superseded values are not recommended for survey control.
 TR1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1592.See file dsdata.txt to determine how the superseded data were derived.
 TR1592
 TR1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2371234218(NAD 83)
 TR1592_MARKER: 13 = LIGHTHOUSE
 TR1592
 TR1592  HISTORY     - Date     Condition        Report By
 TR1592  HISTORY     - 1908     FIRST OBSERVED   CGS
 TR1592  HISTORY     - 1940     GOOD             CGS
 TR1592  HISTORY     - 1942     GOOD             CGS
 TR1592  HISTORY     - 1957     GOOD             USN
 TR1592  HISTORY     - 1960     GOOD             CGS
 TR1592  HISTORY     - 1969     GOOD             CGS
 TR1592  HISTORY     - 1974     GOOD             NGS
 TR1592  HISTORY     - 1983     GOOD             USPSQD
 TR1592
 TR1592                          STATION DESCRIPTION
 TR1592
 TR1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WHB)
 TR1592'STATION IS LOCATED JUST N OF FORT CASEY, WHIDBEY ISLAND, OPPOSITE
 TR1592'POINT WILSON.  POINT USED WAS CENTER OF TOP OF TOWER FOR
 TR1592'OBSERVATIONS BY DAY, AND THE LIGHT FOR NIGHT WORK, BOTH BEING IN
 TR1592'SAME VERTICAL LINE.
 TR1592
 TR1592                          STATION RECOVERY (1940)
 TR1592
 TR1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (RWK)
 TR1592'THE TOWER OF THE FORMER LIGHTHOUSE WAS RECOVERED AND STILL STANDS
 TR1592'IN GOOD CONDITION.  THE LIGHTHOUSE IS NO LONGER IN OPERATION BUT
 TR1592'THE STRUCTURE STILL IS IN PLACE.
 TR1592
 TR1592                          STATION RECOVERY (1942)
 TR1592
 TR1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CP)
 TR1592'THIS STRUCTURE STILL EXISTS AS DESCRIBED BY R.W.K. IN 1940.  IT IS
 TR1592'IN GOOD CONDITION, IS ON THE FORT CASEY ARMY RESERVE, AND PAINTED
 TR1592'A WAR COLOR.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 TR1592
 TR1592                          STATION RECOVERY (1957)
 TR1592
 TR1592'RECOVERY NOTE BY US NAVY 1957 (CDG)
 TR1592'THIS STATION WAS OBSERVED BUT NOT VISITED.  PREVIOUS DESCRIPTIONS
 TR1592'APPEARS TO BE ADEQUATE, ALTHOUGH THE SITE HAS BEEN ABANDONED.
 TR1592
 TR1592                          STATION RECOVERY (1960)
 TR1592
 TR1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1592'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR1592'LIGHTHOUSE IS PART OF A STATE PARK RESERVATION AT FORT CASEY AND AT
 TR1592'THE TIME OF RECOVERY, THE BUILDING WAS BEING RENOVATED.  INQUIRY
 TR1592'REVEALED THAT NO CHANGES WERE CONTEMPLATED IN THE LIGHT TOWER.
 TR1592'THE BUILDING WAS PAINTED A WAR TIME GREY BUT MAY BE REPAINTED
 TR1592'UNDER EXISTING PLANS.
 TR1592
 TR1592                          STATION RECOVERY (1969)
 TR1592
 TR1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 TR1592'RECOVERED IN GOOD CONDITION.  THE LIGHTHOUSE IS NO LONGER IN
 TR1592'OPERATION AND IT IS NOW THE INTERPRETIVE CENTER OF THE FORT CASEY
 TR1592'STATE PARK.  THE STRUCTURE HAS BEEN PAINTED WHITE.
 TR1592'
 TR1592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1592'4 MI. S. OF COUPEVILLE.
 TR1592
 TR1592                          STATION RECOVERY (1974)
 TR1592
 TR1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 TR1592'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TR1592'
 TR1592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1592'4 MILES SOUTH OF COUPEVILLE.
 TR1592
 TR1592                          STATION RECOVERY (1983)
 TR1592
 TR1592'RECOVERY NOTE BY US POWER SQUADRON 1983 (RM)
 TR1592'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1624 ***********************************************************************
 TR1624  DESIGNATION -  ADMIRALTY INLET W SHORE DOL
 TR1624  PID         -  TR1624
 TR1624  STATE/COUNTY-  WA/JEFFERSON
 TR1624  USGS QUAD   -  PORT TOWNSEND NORTH (1973)
 TR1624
 TR1624                         *CURRENT SURVEY CONTROL
 TR1624  ___________________________________________________________________
 TR1624* NAD 83(1991)-  48 07 57.68193(N)    122 45 38.67613(W)     ADJUSTED  
 TR1624* NAVD 88     -                                                        
 TR1624  ___________________________________________________________________
 TR1624  LAPLACE CORR-         -10.33  (seconds)                    DEFLEC99
 TR1624  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 TR1624
 TR1624  HORZ ORDER  -  THIRD
 TR1624
 TR1624.The horizontal coordinates were established by classical geodetic methods
 TR1624.and adjusted by the National Geodetic Survey in December 1991..
 TR1624
 TR1624
 TR1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1624
 TR1624.The geoid height was determined by GEOID03.
 TR1624
 TR1624;                    North         East     Units Scale Factor Converg.
 TR1624;SPC WA N     -   127,731.450   356,558.842   MT  0.99994229   -1 26 06.0
 TR1624;SPC WA N     -   419,065.60  1,169,810.13   sFT  0.99994229   -1 26 06.0
 TR1624;UTM  10      - 5,331,075.953   517,801.649   MT  0.99960389   +0 10 41.4
 TR1624
 TR1624                          SUPERSEDED SURVEY CONTROL
 TR1624
 TR1624  NAD 83(1986)-  48 07 57.68189(N)    122 45 38.68131(W) AD(       ) 4
 TR1624  NAD 27      -  48 07 58.35100(N)    122 45 34.06800(W) AD(       ) 3
 TR1624
 TR1624.Superseded values are not recommended for survey control.
 TR1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1624.See file dsdata.txt to determine how the superseded data were derived.
 TR1624
 TR1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1780231076(NAD 83)
 TR1624
 TR1624  HISTORY     - Date     Condition        Report By
 TR1624  HISTORY     - 1941     MONUMENTED       CGS
 TR1624  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1624
 TR1624                          STATION DESCRIPTION
 TR1624
 TR1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1624'ON THE SW SHORE OF ADMIRALTY INLET, ABOUT 1/2 MILE NW OF POINT
 TR1624'HUDSON, 3/8 MILE S BY W OF POINT WILSON, AND APPROXIMATELY 220
 TR1624'METERS S OF DOCK OF FORT WORDEN.  STATION IS THE CENTER OF A WIDE,
 TR1624'LONG, WHITE BOARD SECURED LENGHTWISE TO THE OFFSHORE, OR A SEA
 TR1624'SIDE OF A CLUSTER OF PILING WHICH IS ABOUT 135 METERS OFFSHORE.
 TR1624
 TR1624                          STATION RECOVERY (1962)
 TR1624
 TR1624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1624'THE STATION IS LOST.  THERE IS NO DOLPHIN IN THE DESCRIBED LOCALITY
 TR1624'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0365 ***********************************************************************
 TR0365  DESIGNATION -  ADMIRALTY WEST BASE
 TR0365  PID         -  TR0365
 TR0365  STATE/COUNTY-  WA/ISLAND
 TR0365  USGS QUAD   -  COUPEVILLE (1973)
 TR0365
 TR0365                         *CURRENT SURVEY CONTROL
 TR0365  ___________________________________________________________________
 TR0365* NAD 83(1991)-  48 09 36.68733(N)    122 40 08.55139(W)     ADJUSTED  
 TR0365* NAVD 88     -         2.142  (meters)       7.03   (feet)  ADJUSTED  
 TR0365  ___________________________________________________________________
 TR0365  LAPLACE CORR-          -8.56  (seconds)                    DEFLEC99
 TR0365  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 TR0365  DYNAMIC HT  -           2.142 (meters)       7.03  (feet)  COMP
 TR0365  MODELED GRAV-     980,837.1   (mgal)                       NAVD 88
 TR0365
 TR0365  HORZ ORDER  -  FIRST
 TR0365  VERT ORDER  -  FIRST     CLASS II
 TR0365
 TR0365.The horizontal coordinates were established by classical geodetic methods
 TR0365.and adjusted by the National Geodetic Survey in December 1991..
 TR0365
 TR0365.The orthometric height was determined by differential leveling
 TR0365.and adjusted by the National Geodetic Survey in June 1991..
 TR0365
 TR0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0365
 TR0365.The geoid height was determined by GEOID03.
 TR0365
 TR0365.The dynamic height is computed by dividing the NAVD 88
 TR0365.geopotential number by the normal gravity value computed on the
 TR0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0365.degrees latitude (g = 980.6199 gals.).
 TR0365
 TR0365.The modeled gravity was interpolated from observed gravity values.
 TR0365
 TR0365;                    North         East     Units Scale Factor Converg.
 TR0365;SPC WA N     -   130,621.524   363,455.018   MT  0.99994252   -1 22 00.2
 TR0365;SPC WA N     -   428,547.45  1,192,435.34   sFT  0.99994252   -1 22 00.2
 TR0365;UTM  10      - 5,334,157.987   524,611.434   MT  0.99960744   +0 14 47.6
 TR0365
 TR0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0365!SPC WA N     -   1.00000318  x   0.99994252  =   0.99994570
 TR0365!UTM  10      -   1.00000318  x   0.99960744  =   0.99961062
 TR0365
 TR0365|---------------------------------------------------------------------|
 TR0365| PID    Reference Object                     Distance      Geod. Az  |
 TR0365|                                                           dddmmss.s |
 TR0365| CF7491 ADMIRALTY WEST BASE RM E             24.820 METERS 05606     |
 TR0365| TR1456 ADMIRALTY EAST BASE                 APPROX. 3.8 KM 0903852.4 |
 TR0365| CF7492 ADMIRALTY WEST BASE RM W              6.140 METERS 26724     |
 TR0365|---------------------------------------------------------------------|
 TR0365
 TR0365                          SUPERSEDED SURVEY CONTROL
 TR0365
 TR0365  NAD 83(1986)-  48 09 36.68755(N)    122 40 08.55588(W) AD(       ) 1
 TR0365  NAD 27      -  48 09 37.35000(N)    122 40 03.96000(W) AD(       ) 1
 TR0365  NGVD 29 (??/??/92)    1.008  (m)            3.31   (f) ADJ UNCH    1 2
 TR0365
 TR0365.Superseded values are not recommended for survey control.
 TR0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0365.See file dsdata.txt to determine how the superseded data were derived.
 TR0365
 TR0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2461134158(NAD 83)
 TR0365_MARKER: DS = TRIANGULATION STATION DISK
 TR0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0365_STAMPING: W BASE
 TR0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0365+STABILITY: SURFACE MOTION
 TR0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0365+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 TR0365
 TR0365  HISTORY     - Date     Condition        Report By
 TR0365  HISTORY     - 1921     MONUMENTED       CGS
 TR0365  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR0365  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR0365  HISTORY     - 1952     GOOD             NGS
 TR0365  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR0365  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0365  HISTORY     - 19910802 GOOD             USPSQD
 TR0365  HISTORY     - 20020724 GOOD             CHANCE
 TR0365  HISTORY     - 20041219 GOOD             USPSQD
 TR0365
 TR0365                          STATION DESCRIPTION
 TR0365
 TR0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 TR0365'STATION IS LOCATED ON THE LOWLAND E OF ADMIRALTY HEAD BETWEEN THE
 TR0365'LAGOON AND THE BEACH, 4 METERS S OF THE LINE OF POWER LINE
 TR0365'POLES.  TWO REFERENCE MARKS WERE SET IN THE CONCRETE BASES OF THE
 TR0365'POWER LINE POLES.
 TR0365'
 TR0365'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR0365'CONCRETE AS DESCRIBED IN NOTES 1A AND 11C.
 TR0365
 TR0365                          STATION RECOVERY (1941)
 TR0365
 TR0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LDG)
 TR0365'STATION IS LOCATED NE OF ADMIRALTY HEAD AND ON THE N SIDE OF
 TR0365'ADMIRALTY BAY.  STATION IS LOCATED ON THE LOWLAND BETWEEN CROCKETT
 TR0365'LAKE AND THE BEACH, 165 METERS E OF A PAVED MACADAM ROAD LEADING
 TR0365'FROM FORT CASEY TO THE FORT CASEY PIER, 12 METERS N OF A GRAVEL
 TR0365'ROAD, AND 4 METERS S OF AN ABANDONED LINE OF POWER POLES.  ONLY
 TR0365'THE CONCRETE BASES OF THE POWER LINE REMAIN.  THE STATION IS JUST
 TR0365'AT THE BREAK OF THE ALIGNMENT OF THE CONCRETE BASES.  THE MARK IS A
 TR0365'BRONZE DISK SET IN A CONCRETE POST.
 TR0365'
 TR0365'A REFERENCE MARK W OF THE STATION IS SET IN A CONCRETE BASE OF
 TR0365'A PREVIOUS POWER-LINE POLE AND IS DISTANT 6.145 METERS.
 TR0365'
 TR0365'A REFERENCE MARK E OF THE STATION IS SET IN A CONCRETE BASE OF A
 TR0365'PREVIOUS POWER-LINE POLE AND IS 24.820 METERS DISTANT.
 TR0365
 TR0365                          STATION RECOVERY (1952)
 TR0365
 TR0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 TR0365'TO REACH STATION, PROCEED 1.2 MI. SE ALONG STATE HIGHWAY 1 D FROM
 TR0365'THE COUNTY COURTHOUSE AT COUPEVILLE, THENCE 3.8 MI. S ALONG FORT
 TR0365'CASEY ROAD, THENCE 0.1 MI. NE ALONG A COUNTY GRADED ROAD, AT
 TR0365'ADMIRALTY HEAD, ABOUT 400 YD. NE OF THE KEYSTONE FERRY LANDING, A
 TR0365'STANDARD TRIANGULATION-STATION DISK, STAMPED W BASE, 99-1/2 FT.
 TR0365'NW OF THE CENTERLINE OF THE ROAD, 19.7 FT. E OF A 3-FT. CIRCULAR
 TR0365'CONCRETE POWERLINE POLE BASE (POLE HAS BEEN SAWED OFF), 1.8
 TR0365'FT. SW OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 TR0365'THE TOP OF A CONCRETE POST WHICH IS ENCASED WITH TIN AND
 TR0365'PROJECTS 0.4 FT. ABOVE THE GROUND.
 TR0365'
 TR0365'REFERENCE MARK 1 HAS BEEN DESTROYED.  THE DISK HAS BEEN REMOVED
 TR0365'FROM THE DRILL HOLE IN THE CONCRETE BASE OF THE FORMER POWERLINE
 TR0365'POLE.
 TR0365'
 TR0365'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, IN THE TOP
 TR0365'OF A 3-FT. CIRCULAR POWERLINE POLE BASE, IS UNSTAMPED, 108-1/2
 TR0365'FT. NE OF THE CENTERLINE OF THE ROAD, 20.15 FT. W OF THE STATION,
 TR0365'0.3 FT. E OF A WOODEN POST PROJECTING 1.5 FT. ABOVE THE GROUND,
 TR0365'AND ABOUT LEVEL WITH THE ROAD.
 TR0365
 TR0365                          STATION RECOVERY (1952)
 TR0365
 TR0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0365'5.1 MI S FROM COUPEVILLE.
 TR0365'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 1D FROM THE COUNTY COURTHOUSE
 TR0365'AT COUPEVILLE, THENCE 3.8 MILES SOUTH ALONG THE FORT CASEY ROAD,
 TR0365'THENCE 0.1 MILE NORTHEAST ALONG A COUNTY GRAVEL ROAD, AT ADMIRALTY
 TR0365'HEAD, ABOUT 400 YARDS NORTHEAST OF THE KEYSTONE FERRY LANDING, 99 1/2
 TR0365'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 19.7 FEET EAST OF A
 TR0365'3-FOOT CIRCULAR CONCRETE POWER LINE POLE BASE (POLE HAS BEEN SAWED
 TR0365'OFF), 1.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 TR0365'AND SET IN THE TOP OF A CONCRETE POST ENCASED IN TIN PROJECTING 0.4
 TR0365'FOOT ABOVE THE GROUND.
 TR0365
 TR0365                          STATION RECOVERY (1958)
 TR0365
 TR0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNH)
 TR0365'DESCRIPTION O.K.
 TR0365'
 TR0365'LINE OF SIGHT BETWEEN ADMIRALTY E AND W BASE NOW NO GOOD BECAUSE
 TR0365'OF NEWLY CONSTRUCTED HOUSES.
 TR0365'
 TR0365'WOULD HAVE TO USE TOWERS.
 TR0365
 TR0365                          STATION RECOVERY (1960)
 TR0365
 TR0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0365'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION
 TR0365'AS DESCRIBED IN THE 1952 RECOVERY NOTE BY J.R.P. EXCEPT THAT THE
 TR0365'LANDING REFERRED TO SHOULD BE THE OLD FORT CASEY WHARF INSTEAD
 TR0365'OF THE KEYSTONE FERRY LANDING.
 TR0365
 TR0365                          STATION RECOVERY (1991)
 TR0365
 TR0365'RECOVERY NOTE BY US POWER SQUADRON 1991 (PH)
 TR0365'RECOVERED IN GOOD CONDITION.
 TR0365
 TR0365                          STATION RECOVERY (2002)
 TR0365
 TR0365'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 2002 (JWC)
 TR0365'SHOALS SURVEY (USACE MOBILE)
 TR0365'ON WHIDBEY ISLAND,(FROM SEATTLE)TAKE SR525 NORTH FROM MUKILTEO FERRY
 TR0365'TO SR20 WEST TOWARDS KEYSTONE FERRY. MARK IS 0.1MI NE OF SMALL BRIDGE
 TR0365'(AS DESCRIBED IN LOWLAND BY JRP 1952), NO LONGER ENCASED IN TIN.
 TR0365'WITNESS POST VISIBLE FROM SR20. STAMPED 'W BASE'.
 TR0365
 TR0365                          STATION RECOVERY (2004)
 TR0365
 TR0365'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 TR0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0366 ***********************************************************************
 TR0366  DESIGNATION -  ADMIRALTY WEST BASE RM 2
 TR0366  PID         -  TR0366
 TR0366  STATE/COUNTY-  WA/ISLAND
 TR0366  USGS QUAD   -  COUPEVILLE (1973)
 TR0366
 TR0366                         *CURRENT SURVEY CONTROL
 TR0366  ___________________________________________________________________
 TR0366* NAD 83(1986)-  48 09 36.     (N)    122 40 08.     (W)     SCALED    
 TR0366* NAVD 88     -         2.300  (meters)       7.55   (feet)  ADJUSTED  
 TR0366  ___________________________________________________________________
 TR0366  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 TR0366  DYNAMIC HT  -           2.301 (meters)       7.55  (feet)  COMP
 TR0366  MODELED GRAV-     980,836.8   (mgal)                       NAVD 88
 TR0366
 TR0366  VERT ORDER  -  FIRST     CLASS II
 TR0366
 TR0366.The horizontal coordinates were scaled from a topographic map and have
 TR0366.an estimated accuracy of +/- 6 seconds.
 TR0366
 TR0366.The orthometric height was determined by differential leveling
 TR0366.and adjusted by the National Geodetic Survey in June 1991..
 TR0366
 TR0366.The geoid height was determined by GEOID03.
 TR0366
 TR0366.The dynamic height is computed by dividing the NAVD 88
 TR0366.geopotential number by the normal gravity value computed on the
 TR0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0366.degrees latitude (g = 980.6199 gals.).
 TR0366
 TR0366.The modeled gravity was interpolated from observed gravity values.
 TR0366
 TR0366;                    North         East    Units  Estimated Accuracy
 TR0366;SPC WA N     -   130,600.      363,470.      MT  (+/- 180 meters Scaled)
 TR0366
 TR0366                          SUPERSEDED SURVEY CONTROL
 TR0366
 TR0366  NGVD 29 (??/??/92)    1.167  (m)            3.83   (f) ADJ UNCH    1 2
 TR0366
 TR0366.Superseded values are not recommended for survey control.
 TR0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0366.See file dsdata.txt to determine how the superseded data were derived.
 TR0366
 TR0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU246341(NAD 83)
 TR0366_MARKER: DR = REFERENCE MARK DISK
 TR0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0366_SP_SET: POLE BASE
 TR0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0366+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 TR0366
 TR0366  HISTORY     - Date     Condition        Report By
 TR0366  HISTORY     - UNK      MONUMENTED       CGS
 TR0366  HISTORY     - 1952     GOOD             NGS
 TR0366  HISTORY     - 20041219 GOOD             USPSQD
 TR0366
 TR0366                          STATION DESCRIPTION
 TR0366
 TR0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0366'5.1 MI S FROM COUPEVILLE.
 TR0366'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 1 D FROM THE COUNTY COURTHOUSE
 TR0366'AT COUPEVILLE, THENCE 3.8 MILES SOUTH ALONG FORT CASEY ROAD, THENCE
 TR0366'0.1 MILE NORTHEAST ALONG A COUNTY GRADED ROAD, AT ADMIRALTY HEAD,
 TR0366'ABOUT 400 YARDS NORTHEAST OF THE KEYSTONE FERRY LANDING, IN THE TOP OF
 TR0366'THE NORTHEAST EDGE OF A 3-FOOT CIRCULAR CONCRETE POWER LINE POLE BASE
 TR0366'(POLE HAS BEEN SAWED OFF), 108 1/2 FEET NORTHWEST OF THE CENTER LINE
 TR0366'OF THE ROAD, 20.15 FEET WEST OF TRIANGULATION-STATION ADMIRALTY WEST
 TR0366'BASE, 0.3 FOOT EAST OF A WOODEN POST PROJECTING 1 1/2 FEET ABOVE THE
 TR0366'GROUND, AND ABOUT 1 FOOT ABOVE THE GROUND.
 TR0366
 TR0366                          STATION RECOVERY (2004)
 TR0366
 TR0366'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 TR0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3286 ***********************************************************************
 SY3286  DESIGNATION -  ADOLF
 SY3286  PID         -  SY3286
 SY3286  STATE/COUNTY-  WA/MASON
 SY3286  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3286
 SY3286                         *CURRENT SURVEY CONTROL
 SY3286  ___________________________________________________________________
 SY3286* NAD 83(1991)-  47 12 03.09617(N)    122 59 26.53733(W)     ADJUSTED  
 SY3286* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SY3286  ___________________________________________________________________
 SY3286  LAPLACE CORR-          -8.00  (seconds)                    DEFLEC99
 SY3286  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 SY3286
 SY3286  HORZ ORDER  -  THIRD
 SY3286
 SY3286.The horizontal coordinates were established by classical geodetic methods
 SY3286.and adjusted by the National Geodetic Survey in December 1991..
 SY3286
 SY3286.The orthometric height was scaled from a topographic map.
 SY3286
 SY3286.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3286
 SY3286.The geoid height was determined by GEOID03.
 SY3286
 SY3286;                    North         East     Units Scale Factor Converg.
 SY3286;SPC WA S     -   210,561.672   311,314.626   MT  0.99997239   -1 48 33.3
 SY3286;SPC WA S     -   690,817.75  1,021,371.40   sFT  0.99997239   -1 48 33.3
 SY3286;UTM  10      - 5,227,485.394   500,704.019   MT  0.99960001   +0 00 24.6
 SY3286
 SY3286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3286!SPC WA S     -   1.00000137  x   0.99997239  =   0.99997376
 SY3286!UTM  10      -   1.00000137  x   0.99960001  =   0.99960138
 SY3286
 SY3286|---------------------------------------------------------------------|
 SY3286| PID    Reference Object                     Distance      Geod. Az  |
 SY3286|                                                           dddmmss.s |
 SY3286| CE3309 ADOLF RM 2                           55.800 METERS 00145     |
 SY3286| SY3332 AGAR                                422.306 METERS 0672019.7 |
 SY3286| SY3285 IOTA                                340.415 METERS 19038     |
 SY3286| CE3308 ADOLF RM 1                           43.610 METERS 22533     |
 SY3286| SY3378 ADOLF 2                              27.327 METERS 29344     |
 SY3286| SY3289 OBER                                492.962 METERS 3034130.1 |
 SY3286|---------------------------------------------------------------------|
 SY3286
 SY3286                          SUPERSEDED SURVEY CONTROL
 SY3286
 SY3286  NAD 83(1986)-  47 12 03.09457(N)    122 59 26.54546(W) AD(       ) 3
 SY3286  NAD 27      -  47 12 03.74400(N)    122 59 22.02900(W) AD(       ) 3
 SY3286
 SY3286.Superseded values are not recommended for survey control.
 SY3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3286.See file dsdata.txt to determine how the superseded data were derived.
 SY3286
 SY3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0070427485(NAD 83)
 SY3286_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3286
 SY3286  HISTORY     - Date     Condition        Report By
 SY3286  HISTORY     - 1936     MONUMENTED       CGS
 SY3286  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3286  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3286  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY3286
 SY3286                          STATION DESCRIPTION
 SY3286
 SY3286'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3286'THE STATION IS ON TOP OF THE HIGH GROUND ON THE N SIDE OF THE INLET
 SY3286'ON LIBBY POINT.  IT IS 16 FEET W OF A PATHWAY LEADING FROM THE
 SY3286'HOUSE S TO THE INLET.  IT IS 7 FEET E OF A LINE PROJECTED ALONG
 SY3286'THE E SIDE OF THE HOUSE.  TOP OF THE MARK IS ABOUT 14 INCHES
 SY3286'BELOW THE SURFACE.
 SY3286'
 SY3286'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY3286'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3286'
 SY3286'REFERENCE MARK NO.1 IS SET SW OF THE STATION NEAR THE EDGE OF
 SY3286'THE BLUFF AND PROJECTS 4 INCHES.  THERE IS AN APPLE TREE 22 FEET
 SY3286'N OF THE REFERENCE MARK.
 SY3286'
 SY3286'REFERENCE MARK NO.2 IS SET 1 FOOT FROM S SIDE OF THE HOUSE 4
 SY3286'FEET W OF THE SE CORNER.  IT PROJECTS ABOUT 5 INCHES.
 SY3286
 SY3286                          STATION RECOVERY (1958)
 SY3286
 SY3286'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3286'REFERENCE MARK 2 LOCATED.  UNABLE TO LOCATE THE STATION OR
 SY3286'REFERENCE MARK 1.
 SY3286'
 SY3286'AN ATTEMPT WAS MADE TO LOCATE THE MARK BY DIGGING BUT WITHOUT
 SY3286'SUCCESS.  THE ELEMENTS OF WATER AND SALT MAY HAVE ERODED THE MARKS
 SY3286'AWAY.  BECAUSE REFERENCE MARK 1 WAS LOCATED CLOSE TO THE BASE OR
 SY3286'FOOT OF THE BLUFF, IT IS POSSIBLE THAT THIS MARK IS BURIED UNDER
 SY3286'FALLEN EARTH.
 SY3286
 SY3286                          STATION RECOVERY (1967)
 SY3286
 SY3286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3286'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SY3286'CONDITION.
 SY3286'
 SY3286'THE STATION IS LOCATED ON LIBBY POINT, ON THE HIGHER GROUND ABOUT
 SY3286'300 YARDS, NORTHWEST OF LIBBY POINT LIGHT, 10 FEET WEST OF THE
 SY3286'TOP EDGE OF A SLOPING BLUFF AND 2 FEET NORTH OF A METAL WITNESS
 SY3286'POST.  IT IS A STANDARD DISK, STAMPED ADOLF 1936, SET IN A
 SY3286'CONCRETE MONUMENT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 SY3286'
 SY3286'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 1 1936, SET IN
 SY3286'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, 33.5 FEET
 SY3286'SOUTH-SOUTHEAST OF A 15 INCH IN DIAMETER APPLE TREE, 22 FEET
 SY3286'SOUTH-SOUTHWEST OF A 10 INCH IN DIAMETER APPLE TREE, 2.0 FEET
 SY3286'SOUTH OF A METAL WITNESS POST AND SET FLUSH AT THE TOP EDGE OF A
 SY3286'GENTLE SLOPING BLUFF.
 SY3286'
 SY3286'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 2 1936, SET IN THE
 SY3286'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING 1 FOOT.  IT
 SY3286'IS 38.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE
 SY3286'HOUSE, 4 FEET WEST OF THE SOUTHEAST CORNER OF A OLD CONCRETE
 SY3286'FOUNDATION, 1 FOOT SOUTH OF AN OLD CONCRETE FOUNDATION, AND ABOUT
 SY3286'4 FEET HIGHER THAN THE STATION MARK.
 SY3286
 SY3286                          STATION RECOVERY (1974)
 SY3286
 SY3286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 SY3286'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 SY3286'CONDITION.  THE PROPERTY OWNER REQUESTED, THE STATION MARK TO BE
 SY3286'MOVED AS HE INTENDED TO BUILD A HOUSE ON OR NEAR THE STATION
 SY3286'SITE.  SEE ADOLF 2, 1974 FOR THE NEW STATION.
 SY3286'
 SY3286'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3286'5 MILES EAST OF SHELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3378 ***********************************************************************
 SY3378  DESIGNATION -  ADOLF 2
 SY3378  PID         -  SY3378
 SY3378  STATE/COUNTY-  WA/MASON
 SY3378  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3378
 SY3378                         *CURRENT SURVEY CONTROL
 SY3378  ___________________________________________________________________
 SY3378* NAD 83(1991)-  47 12 03.45243(N)    122 59 27.72583(W)     ADJUSTED  
 SY3378* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SY3378  ___________________________________________________________________
 SY3378  LAPLACE CORR-          -8.00  (seconds)                    DEFLEC99
 SY3378  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 SY3378
 SY3378  HORZ ORDER  -  THIRD
 SY3378
 SY3378.The horizontal coordinates were established by classical geodetic methods
 SY3378.and adjusted by the National Geodetic Survey in December 1991..
 SY3378.No horizontal observational check was made to the station.
 SY3378
 SY3378.The orthometric height was scaled from a topographic map.
 SY3378
 SY3378.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3378
 SY3378.The geoid height was determined by GEOID03.
 SY3378
 SY3378;                    North         East     Units Scale Factor Converg.
 SY3378;SPC WA S     -   210,573.458   311,289.971   MT  0.99997241   -1 48 34.1
 SY3378;SPC WA S     -   690,856.42  1,021,290.51   sFT  0.99997241   -1 48 34.1
 SY3378;UTM  10      - 5,227,496.388   500,679.013   MT  0.99960001   +0 00 23.7
 SY3378
 SY3378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3378!SPC WA S     -   1.00000137  x   0.99997241  =   0.99997378
 SY3378!UTM  10      -   1.00000137  x   0.99960001  =   0.99960138
 SY3378
 SY3378|---------------------------------------------------------------------|
 SY3378| PID    Reference Object                     Distance      Geod. Az  |
 SY3378|                                                           dddmmss.s |
 SY3378| CE3310 ADOLF 2 RM 3                          5.415 METERS 00020     |
 SY3378| CE3309 ADOLF RM 2                           52.087 METERS 03051     |
 SY3378| SY3286 ADOLF                                27.327 METERS 11344     |
 SY3378| CE3308 ADOLF RM 1                           42.008 METERS 18823     |
 SY3378| SY3289 OBER                                466.070 METERS 3041619.1 |
 SY3378|---------------------------------------------------------------------|
 SY3378
 SY3378                          SUPERSEDED SURVEY CONTROL
 SY3378
 SY3378  NAD 83(1986)-  47 12 03.45083(N)    122 59 27.73394(W) AD(       ) 3
 SY3378  NAD 27      -  47 12 04.10029(N)    122 59 23.21743(W) AD(       ) 3
 SY3378
 SY3378.Superseded values are not recommended for survey control.
 SY3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3378.See file dsdata.txt to determine how the superseded data were derived.
 SY3378
 SY3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0067927496(NAD 83)
 SY3378_MARKER: DS = TRIANGULATION STATION DISK
 SY3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3378
 SY3378  HISTORY     - Date     Condition        Report By
 SY3378  HISTORY     - 1974     MONUMENTED       NGS
 SY3378
 SY3378                          STATION DESCRIPTION
 SY3378
 SY3378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 SY3378'THE STATION IS LOCATED ABOUT 5 MILES EAST OF THE TOWN OF SHELTON,
 SY3378'ABOUT 100 YARDS NORTH OF THE NORTH SHORE OF HAMMERSLEY INLET, ON
 SY3378'LIBBY POINT, ALONG THE EAST EDGE OF A FIELD AND ABOUT 36 YARDS
 SY3378'NORTH OF THE POINT, WHERE THE FENCE BREAKS OVER A WOODED BLUFF.
 SY3378'
 SY3378'THE STATION IS A STANDARD DISK STAMPED ADOLF 2 1974 SET IN THE
 SY3378'TOP OF A 10 INCH SQUARE, CONCRETE MONUMENT, PROJECTING 2 INCHES
 SY3378'ABOVE THE SURFACE OF THE GROUND, 92 FEET NORTHWEST OF THE TOP EDGE
 SY3378'OF THE BLUFF, 1.8 FEET EAST OF A FENCE LINE, 1.4 FEET WEST OF A
 SY3378'STEEL WITNESS POST AND ALONG THE WEST SIDE OF A DRIVEWAY.
 SY3378'
 SY3378'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 1 1936 SET IN THE TOP
 SY3378'OF A 10 INCH SQUARE, CONCRETE MONUMENT, SET FLUSH WITH THE SURFACE
 SY3378'OF THE GROUND, 34 FEET SOUTH-SOUTHWEST OF AN APPLE TREE, 2.0 FEET
 SY3378'SOUTH OF A STEEL WITNESS POST AND AT THE TOP EDGE OF A WOODED
 SY3378'BLUFF.
 SY3378'
 SY3378'REFERENCE MARK 2 (1936) IS A STANDARD DISK STAMPED 2 1936 SET IN
 SY3378'THE TOP OF A 10 INCH SQUARE, CONCRETE MONUMENT, PROJECTING 12
 SY3378'INCHES ABOVE THE SURFACE OF THE GROUND, 38 FEET SOUTHEAST OF THE
 SY3378'SOUTHEAST CORNER OF A SMALL HOUSE, 4 FEET WEST OF THE SOUTHEAST
 SY3378'CORNER OF AN OLD CONCRETE FOUNDATION, 1 FOOT SOUTH OF THE
 SY3378'FOUNDATION, 8 FEET HIGHER THAN THE STATION AND IN A DENSE GROWTH
 SY3378'OF BLACKBERRY BRIERS.
 SY3378'
 SY3378'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ADOLF 2 NO 3 1974 SET
 SY3378'IN THE TOP OF A 10 INCH SQUARE, CONCRETE MONUMENT, PROJECTING 2
 SY3378'INCHES ABOVE THE SURFACE OF THE GROUND, 1.9 FEET EAST OF THE FENCE
 SY3378'LINE AND ALONG THE WEST SIDE OF THE DRIVEWAY.
 SY3378'
 SY3378'TO REACH THE STATION FROM THE INTERSECTION OF FIRST AND PINE
 SY3378'STREETS IN SHELTON, GO EAST AND NORTH ON PINE STREET (STATE HWY 3)
 SY3378'FOR 6.25 MILES, TURN RIGHT ON AGATE ROAD, GO 3.9 MILES TO A
 SY3378'CROSSROADS, TURN LEFT (EAST) AND GO 0.8 MILE TO LIBBY ROAD, TURN
 SY3378'RIGHT ON LIBBY ROAD AND GO 0.7 MILE TO A T-JUNCTION, TURN LEFT
 SY3378'(EAST), GO 0.45 MILE TO A ROAD CURVE, CONTINUE STRAIGHT AHEAD
 SY3378'(SOUTH) ON A PRIVATE ROAD FOR 0.1 MILE AND THE STATION ON THE
 SY3378'RIGHT.
 SY3378'
 SY3378'HEIGHT OF LIGHT ABOVE STATION MARK 2.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1524 ***********************************************************************
 SW1524  DESIGNATION -  ADRIAN
 SW1524  PID         -  SW1524
 SW1524  STATE/COUNTY-  WA/GRANT
 SW1524  USGS QUAD   -  STRATFORD (1976)
 SW1524
 SW1524                         *CURRENT SURVEY CONTROL
 SW1524  ___________________________________________________________________
 SW1524* NAD 83(1991)-  47 22 51.09538(N)    119 21 39.38498(W)     ADJUSTED  
 SW1524* NAVD 88     -       416.4    (meters)    1366.     (feet)  VERTCON   
 SW1524  ___________________________________________________________________
 SW1524  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 SW1524  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 SW1524
 SW1524  HORZ ORDER  -  SECOND
 SW1524
 SW1524.The horizontal coordinates were established by classical geodetic methods
 SW1524.and adjusted by the National Geodetic Survey in December 1991..
 SW1524
 SW1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1524
 SW1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1524
 SW1524.The geoid height was determined by GEOID03.
 SW1524
 SW1524;                    North         East     Units Scale Factor Converg.
 SW1524;SPC WA S     -   228,214.984   586,012.764   MT  1.00001122   +0 49 38.7
 SW1524;SPC WA S     -   748,735.33  1,922,610.21   sFT  1.00001122   +0 49 38.7
 SW1524;SPC WA N     -    43,408.693   611,181.997   MT  1.00002435   +1 05 46.4
 SW1524;SPC WA N     -   142,416.69  2,005,186.27   sFT  1.00002435   +1 05 46.4
 SW1524;UTM  11      - 5,250,191.686   321,791.747   MT  0.99999030   -1 44 16.1
 SW1524
 SW1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1524!SPC WA S     -   0.99993793  x   1.00001122  =   0.99994915
 SW1524!SPC WA N     -   0.99993793  x   1.00002435  =   0.99996228
 SW1524!UTM  11      -   0.99993793  x   0.99999030  =   0.99992824
 SW1524
 SW1524|---------------------------------------------------------------------|
 SW1524| PID    Reference Object                     Distance      Geod. Az  |
 SW1524|                                                           dddmmss.s |
 SW1524| CF1846 ADRIAN RM 1                          13.937 METERS 17314     |
 SW1524| CF1847 ADRIAN RM 2                          13.932 METERS 23009     |
 SW1524| SW1530 EPHRATA ARMY AIR BASE TANK          APPROX.14.6 KM 2413438.6 |
 SW1524| SW1528 EPHRATA METH CHURCH STEEPLE         APPROX.15.4 KM 2433526.0 |
 SW1524| CF1845 ADRIAN AZ MK                                       2980600.2 |
 SW1524| SW1523 T22N R27E SEC 24 SE COR USBR        206.482 METERS 33019     |
 SW1524|---------------------------------------------------------------------|
 SW1524
 SW1524                          SUPERSEDED SURVEY CONTROL
 SW1524
 SW1524  NAD 83(1986)-  47 22 51.10449(N)    119 21 39.37479(W) AD(       ) 2
 SW1524  NAD 27      -  47 22 51.59400(N)    119 21 35.27400(W) AD(       ) 2
 SW1524  NGVD 29 (07/19/86)  415.2    (m)         1362.     (f) VERT ANG       
 SW1524
 SW1524.Superseded values are not recommended for survey control.
 SW1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1524.See file dsdata.txt to determine how the superseded data were derived.
 SW1524
 SW1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN2179250192(NAD 83)
 SW1524_MARKER: DS = TRIANGULATION STATION DISK
 SW1524_SETTING: 66 = SET IN ROCK OUTCROP
 SW1524
 SW1524  HISTORY     - Date     Condition        Report By
 SW1524  HISTORY     - 1948     MONUMENTED       CGS
 SW1524  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SW1524
 SW1524                          STATION DESCRIPTION
 SW1524
 SW1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SW1524'THE STATION IS ON A LOW BUT SHARP LAVA OUTCROP THAT RISES ABOUT
 SW1524'50 FEET ABOVE THE GENERAL SURFACE OF THE GROUND.  IT IS ABOUT 2
 SW1524'MILES SOUTHEAST OF THE VILLAGE OF ADRIAN, 5-1/2 MILES EAST OF SOAP
 SW1524'LAKE, AND ABOUT 10 MILES NORTHEAST OF EPHRATA.
 SW1524'
 SW1524'THE STATION MARK, STAMPED ADRIAN 1948, IS A STANDARD STATION MARK
 SW1524'DISK THAT IS SET IN A DRILL HOLE IN AN OUTCROP OF ROCK THAT IS
 SW1524'FLUSH WITH SURROUNDING SURFACE.  IT IS ABOUT 0.1 MILE EAST OF A
 SW1524'POWER LINE AND 0.1 MILE SOUTH OF A GRAVEL ROAD.
 SW1524'
 SW1524'REFERENCE MARK NUMBER 1, STAMPED ADRIAN NO 1 1948, IS A STANDARD
 SW1524'REFERENCE MARK DISK THAT IS SET IN A DRILL HOLE IN BEDROCK AND
 SW1524'PROJECTS ABOUT 3 INCHES ABOVE THE GENERAL SURFACE.  IT IS ABOUT
 SW1524'1-1/2 FEET LOWER THAN THE STATION.
 SW1524'
 SW1524'REFERENCE MARK NUMBER 2, STAMPED ADRIAN NO 2 1948, IS A STANDARD
 SW1524'REFERENCE MARK DISK THAT IS SET IN A DRILL HOLE IN A ROCK OUTCROP
 SW1524'THAT IS ABOUT 6 FEET EAST OF THE WEST EDGE OF THE BLUFF.  IT IS
 SW1524'ABOUT 2-1/2 FEET LOWER THAN THE STATION.
 SW1524'
 SW1524'THE SECTION CORNER MARK IS A STANDARD U.S. BUREAU OF RECLAMATIONS
 SW1524'SECTION CORNER MARK THAT IS RIVETED TO THE TOP OF AN IRON PIPE
 SW1524'THAT IS ABOUT 1-1/2 INCHES IN DIAMETER.  IT IS ABOUT 15 FEET SOUTH
 SW1524'OF A GRAVEL ROAD, ABOUT 2-1/2 FEET EAST SOUTHEAST OF A YELLOW
 SW1524'POST, AND ABOUT 30 FEET EAST OF A CATTLE GUARD.  IT IS STAMPED
 SW1524'R27E R28E 24 19 25 30 T22N1948.
 SW1524'
 SW1524'THE AZIMUTH MARK, STAMPED ADRIAN 1948, IS A STANDARD AZIMUTH MARK
 SW1524'DISK THAT IS SET IN AN OUTCROP OF ROCK THAT IS FLUSH WITH THE
 SW1524'SURROUNDING SURFACE OF THE GROUND.  IT IS ON THE SOUTH SLOPE OF A
 SW1524'SMALL KNOLL, ABOUT 80 FEET NORTH OF A GRAVEL ROAD AND 0.2 MILE
 SW1524'WEST OF WHERE THE POWER LINE CROSSES THE ROAD.
 SW1524'
 SW1524'TO REACH THE STATION FROM THE WESTERN JUNCTION OF WASHINGTON
 SW1524'STATE HIGHWAYS 7, ABOUT 1 MILES SOUTH OF SOAP LAKE, GO 0.5 MILE
 SW1524'ON THE FORK OF HIGHWAY 7 THAT LEADS TO WILSON CREEK TO A ROAD TO
 SW1524'THE RIGHT.  TURN EAST ON THE PAVED ROAD FOR 4.5 MILES TO A
 SW1524'FORK.  TAKE THE RIGHT FORK, STRAIGHT AHEAD, FOR 1.0 MILE TO A
 SW1524'CATTLE GUARD AND A SECTION CORNER.  FROM HERE THE STATION IS 677
 SW1524'FEET SOUTHEAST.
 SW1524
 SW1524                          STATION RECOVERY (1966)
 SW1524
 SW1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SW1524'THE STATION IS ABOUT 10 MILES NORTHEAST OF EPHRATA, 5 MILES EAST
 SW1524'OF SOAP LAKE, 2-1/2 MILES SOUTH OF STATE HIGHWAY 28, 1/4 MILE
 SW1524'SOUTHEAST OF A POINT WHERE A STEEL TOWER POWER LINE CROSSES A
 SW1524'GRAVEL ROAD, ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY, ON
 SW1524'THE NORTHEAST END OF A 40-FOOT HIGH, STEEP-SIDED BUTTE WHICH GOES
 SW1524'UP IN TWO STEPS ON THE NORTH SIDE, AND IN THE NORTHWEST CORNER
 SW1524'OF SECTION 30, T 22N, R 28E.
 SW1524'
 SW1524'THE STATION MARK IS SET IN A BEDROCK LEVEL WITH THE SURROUNDING
 SW1524'SURFACE OF THE BUTTE, ON A LITTLE 20-FOOT DIAMETER KNOB AT THE
 SW1524'NORTHEAST CORNER OF THE BUTTE, 15 FEET SOUTHEAST OF THE MOST
 SW1524'NORTHWESTERLY POINT OF BUTTE AND 8 FEET SOUTHWEST OF A 10-FOOT
 SW1524'CLIFF.  A STANDARD DISK STAMPED ADRIAN 1948.
 SW1524'
 SW1524'REFERENCE MARK NO. 1, STAMPED ADRIAN NO 1 1948, IS A STANDARD
 SW1524'DISK SET IN BEDROCK WITH A 1-FOOT DIAMETER PORTION EXPOSED AND
 SW1524'PROJECTING 2 INCHES.  IT IS 6 YARDS WEST OF A 4-FOOT CLIFF AND
 SW1524'ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 SW1524'
 SW1524'REFERENCE MARK NO. 2, STAMPED ADRIAN NO 2 1948, IS A STANDARD DISK
 SW1524'SET IN BEDROCK 1 FOOT IN DIAMETER AND PROJECTING 1 INCH.  IT IS 6
 SW1524'FEET SOUTHEAST OF A 4-FOOT CLIFF AND 2-1/2 FEET LOWER THAN THE
 SW1524'STATION.
 SW1524'
 SW1524'THE AZIMUTH MARK, STAMPED ADRIAN 1948, IS A STANDARD DISK SET IN
 SW1524'BEDROCK FLUSH WITH THE SURFACE ON THE SOUTHEASTERN EDGE OF A BARE
 SW1524'KNOLL.  MARK IS 0.15 MILE WEST OF THE POINT WHERE THE STEEL TOWER
 SW1524'POWER LINE CROSSES THE ROAD, 27 YARDS NORTH OF THE CENTER OF THE
 SW1524'GRAVEL ROAD, 10 YARDS EAST OF AND 6 INCHES LOWER THAN THE SUMMIT
 SW1524'OF THE KNOLL AND ABOUT 4 FEET HIGHER THAN THE GRAVEL ROAD.
 SW1524'
 SW1524'TO REACH FROM THE INTERSECTION OF BASIN STREET AND DIVISION IN
 SW1524'EPHRATA, GO NORTHEAST ON STATE HIGHWAY 28 FOR 5.4 MILES TO JUNCTION
 SW1524'WITH STATE HIGHWAY 17, CONTINUE EAST ON STATE HIGHWAY 28 FOR 0.3
 SW1524'MILE TO A DIAGONAL CROSSROAD, BEAR RIGHT AND GO EAST ON COUNTY
 SW1524'ROAD 20 NE, FOR 1.7 MILES TO A RAILROAD CROSSING.  CONTINUE EAST
 SW1524'2.8 MILES TO A Y WHERE THE BLACKTOP ROAD CURVES LEFT, CONTINUE
 SW1524'STRAIGHT AHEAD, EAST 0.65 MILE ON GRAVEL ROAD TO A RAILROAD
 SW1524'CROSSING, CONTINUE EAST 0.15 MILE TO THE AZIMUTH MARK ON THE
 SW1524'ROCKY KNOLL ON THE LEFT.  CONTINUE EAST ON THE GRAVEL ROAD 0.3
 SW1524'MILE TO THE STATION ON THE RIGHT, ON THE BUTTE ABOUT 250 YARDS
 SW1524'SOUTH OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2950 ***********************************************************************
 SY2950  DESIGNATION -  ADSERO
 SY2950  PID         -  SY2950
 SY2950  STATE/COUNTY-  WA/KING
 SY2950  USGS QUAD   -  GIG HARBOR (1994)
 SY2950
 SY2950                         *CURRENT SURVEY CONTROL
 SY2950  ___________________________________________________________________
 SY2950* NAD 83(1991)-  47 22 01.51791(N)    122 30 11.85011(W)     ADJUSTED  
 SY2950* NAVD 88     -       124.1    (meters)     407.     (feet)  VERTCON   
 SY2950  ___________________________________________________________________
 SY2950  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 SY2950  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 SY2950
 SY2950  HORZ ORDER  -  FIRST
 SY2950
 SY2950.The horizontal coordinates were established by classical geodetic methods
 SY2950.and adjusted by the National Geodetic Survey in December 1991..
 SY2950
 SY2950.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2950
 SY2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2950
 SY2950.The geoid height was determined by GEOID03.
 SY2950
 SY2950;                    North         East     Units Scale Factor Converg.
 SY2950;SPC WA N     -    42,182.498   373,868.613   MT  1.00002744   -1 14 35.9
 SY2950;SPC WA N     -   138,393.75  1,226,600.61   sFT  1.00002744   -1 14 35.9
 SY2950;SPC WA S     -   227,984.261   348,699.409   MT  1.00000790   -1 27 18.7
 SY2950;SPC WA S     -   747,978.36  1,144,024.64   sFT  1.00000790   -1 27 18.7
 SY2950;UTM  10      - 5,246,078.214   537,503.078   MT  0.99961728   +0 21 55.6
 SY2950
 SY2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2950!SPC WA N     -   0.99998409  x   1.00002744  =   1.00001153
 SY2950!SPC WA S     -   0.99998409  x   1.00000790  =   0.99999199
 SY2950!UTM  10      -   0.99998409  x   0.99961728  =   0.99960138
 SY2950
 SY2950:                Primary Azimuth Mark                     Grid Az
 SY2950:SPC WA N     -  MAURY ISLAND RADIO STATION KIRO NW MAST  056 28 40.2
 SY2950:SPC WA S     -  MAURY ISLAND RADIO STATION KIRO NW MAST  056 41 23.0
 SY2950:UTM  10      -  MAURY ISLAND RADIO STATION KIRO NW MAST  054 52 08.7
 SY2950
 SY2950|---------------------------------------------------------------------|
 SY2950| PID    Reference Object                     Distance      Geod. Az  |
 SY2950|                                                           dddmmss.s |
 SY2950| SY2815 MAURY ISLAND RADIO STATION KIRO NW  APPROX. 6.2 KM 0551404.3 |
 SY2950| SY2817 MAURY ISLAND RADIO STATION KIRO SE  APPROX. 6.3 KM 0565325.0 |
 SY2950| SY2752 DASH PT RAD STA KMO MAST            APPROX.10.7 KM 1310317.4 |
 SY2950| SY2967 ADSERO 1973 RM 3                    206.213 METERS 18758     |
 SY2950| CE3311 ADSERO RM 1                          28.764 METERS 20353     |
 SY2950| SY2961 ADSERO 1973 RM 2                     25.083 METERS 33342     |
 SY2950|---------------------------------------------------------------------|
 SY2950
 SY2950                          SUPERSEDED SURVEY CONTROL
 SY2950
 SY2950  NAD 83(1986)-  47 22 01.51243(N)    122 30 11.86101(W) AD(       ) 1
 SY2950  NAD 27      -  47 22 02.15986(N)    122 30 07.39917(W) AD(       ) 1
 SY2950  NGVD 29 (07/19/86)  123.0    (m)          404.     (f) VERT ANG       
 SY2950
 SY2950.Superseded values are not recommended for survey control.
 SY2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2950.See file dsdata.txt to determine how the superseded data were derived.
 SY2950
 SY2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3750346078(NAD 83)
 SY2950_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2950_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY2950
 SY2950  HISTORY     - Date     Condition        Report By
 SY2950  HISTORY     - 1973     MONUMENTED       NGS
 SY2950
 SY2950                          STATION DESCRIPTION
 SY2950
 SY2950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (BRL)
 SY2950'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH-SOUTHWEST OF THE VILLAGE
 SY2950'OF VASHON, 8-1/2 MILES WEST-SOUTHWEST OF DES MOINES, 11 MILES
 SY2950'SOUTHWEST OF SEA-TAC INTERNATIONAL AIRPORT ON THE SOUTHERN PART
 SY2950'OF VASHON ISLAND.  IT IS IN THE SW 1/4 SEC. 25, T22N, R2E ON THE
 SY2950'PROPERTY OF MRS. ROSE ADSERO WHOSE TELEPHONE NUMBER IS 463-3116.
 SY2950'
 SY2950'TO REACH THE STATION FROM THE FLASHING STOP LIGHT IN THE VILLAGE
 SY2950'OF VASHON, GO SOUTH ON 99TH AVENUE SW FOR 1.8 MILES TO A CAUTION
 SY2950'LIGHT AT SW 204TH STREET, TURN RIGHT AND GO WEST FOR 0.75 MILE TO
 SY2950'111TH AVENUE SW, TURN LEFT AND GO SOUTH FOR 1.0 MILE TO SW 220TH
 SY2950'STREET, TURN RIGHT AND GO WEST FOR 1.25 MILES TO 131ST AVENUE SW
 SY2950'ON THE LEFT, TURN LEFT AND GO SOUTH FOR 2.7 MILES TO SW 264TH
 SY2950'STREET ON THE RIGHT AND A SIGN READING CAMP SEALTH.  CONTINUE
 SY2950'AHEAD FOR 0.05 MILE TO THE STATION ON THE LEFT.  TO REACH
 SY2950'REFERENCE MARK 3, CONTINUE SOUTH FOR 0.1 MILE TO THE MARK ON THE
 SY2950'RIGHT.
 SY2950'
 SY2950'THE STATION MARK IS A STANDARD DISK STAMPED ADSERO 1973.  IT IS
 SY2950'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 SY2950'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN AN
 SY2950'IRREGULAR MASS OF CONCRETE APPROXIMATELY 42 INCHES BELOW THE
 SY2950'GROUND SURFACE.  IT IS 21.4 FEET EAST OF A METAL WITNESS POST,
 SY2950'58.0 FEET EAST OF CENTER OF 131ST AVENUE SW, 76.0 FEET NORTH OF
 SY2950'CENTER OF GRAVEL DRIVEWAY AND 112.0 FEET NORTHWEST OF
 SY2950'NORTHWEST CORNER OF HOUSE.
 SY2950'
 SY2950'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ADSERO NO 1 1973.  IT
 SY2950'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 SY2950'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 3.5 FEET SOUTH OF
 SY2950'POWERLINE POLE 148, 14 FEET SOUTH OF THE CENTER OF THE GRAVEL
 SY2950'DRIVEWAY, 20.5 FEET EAST OF CENTER OF 131ST AVENUE SW AND 88.5
 SY2950'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 SY2950'
 SY2950'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ADSERO NO 2 1973.  IT
 SY2950'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 SY2950'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 6.8 FEET SOUTH
 SY2950'OF POWERLINE POLE B147, 21.5 FEET EAST OF CENTER OF 131ST AVENUE
 SY2950'SW, 51.8 FEET NORTHEAST OF A STOP SIGN AT SW 264TH STREET AND
 SY2950'74.6 FEET NORTHWEST OF A METAL WITNESS POST.
 SY2950'
 SY2950'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ADSERO NO 3 1973.  IT
 SY2950'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 SY2950'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.5 FEET EAST
 SY2950'OF A WIRE FENCE, 2.3 FEET SOUTH OF A METAL WITNESS POST AND 32
 SY2950'FEET WEST OF CENTER OF 131ST AVENUE SW.
 SY2950'
 SY2950'NO MEASUREMENT BETWEEN REFERENCES MARKS DUE TO POWER POLE ON LINE.
 SY2950'
 SY2950'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0108 ***********************************************************************
 TQ0108  DESIGNATION -  AE
 TQ0108  PID         -  TQ0108
 TQ0108  STATE/COUNTY-  WA/WHATCOM
 TQ0108  USGS QUAD   -  AZURITE PEAK (1963)
 TQ0108
 TQ0108                         *CURRENT SURVEY CONTROL
 TQ0108  ___________________________________________________________________
 TQ0108* NAD 83(1986)-  48 42 53.     (N)    120 52 19.     (W)     SCALED    
 TQ0108* NAVD 88     -       779.217  (meters)    2556.48   (feet)  ADJUSTED  
 TQ0108  ___________________________________________________________________
 TQ0108  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TQ0108  DYNAMIC HT  -         779.260 (meters)    2556.62  (feet)  COMP
 TQ0108  MODELED GRAV-     980,641.1   (mgal)                       NAVD 88
 TQ0108
 TQ0108  VERT ORDER  -  FIRST     CLASS II
 TQ0108
 TQ0108.The horizontal coordinates were scaled from a topographic map and have
 TQ0108.an estimated accuracy of +/- 6 seconds.
 TQ0108
 TQ0108.The orthometric height was determined by differential leveling
 TQ0108.and adjusted by the National Geodetic Survey in June 1991..
 TQ0108
 TQ0108.The geoid height was determined by GEOID03.
 TQ0108
 TQ0108.The dynamic height is computed by dividing the NAVD 88
 TQ0108.geopotential number by the normal gravity value computed on the
 TQ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0108.degrees latitude (g = 980.6199 gals.).
 TQ0108
 TQ0108.The modeled gravity was interpolated from observed gravity values.
 TQ0108
 TQ0108;                    North         East    Units  Estimated Accuracy
 TQ0108;SPC WA N     -   190,650.      497,160.      MT  (+/- 180 meters Scaled)
 TQ0108
 TQ0108                          SUPERSEDED SURVEY CONTROL
 TQ0108
 TQ0108  NGVD 29 (??/??/92)  777.951  (m)         2552.33   (f) ADJ UNCH    1 2
 TQ0108
 TQ0108.Superseded values are not recommended for survey control.
 TQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0108.See file dsdata.txt to determine how the superseded data were derived.
 TQ0108
 TQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU565979(NAD 83)
 TQ0108_MARKER: N = NAIL
 TQ0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0108_SP_SET: PINE TREE
 TQ0108_STAMPING: AE
 TQ0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0108
 TQ0108  HISTORY     - Date     Condition        Report By
 TQ0108  HISTORY     - UNK      MONUMENTED       CGS
 TQ0108  HISTORY     - 1958     GOOD             NGS
 TQ0108
 TQ0108                          STATION DESCRIPTION
 TQ0108
 TQ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0108'6.2 MI SW FROM CHANCELLOR.
 TQ0108'6.2 MILES SOUTHWEST ALONG RUBY CREEK TRAIL FROM THE CONFLUENCE OF
 TQ0108'SLATE AND CANYON CREEKS AT CHANCELLOR, IN THE TOP OF A ROOT ON THE
 TQ0108'SOUTHEAST SIDE OF A 14-INCH PINE TREE, 1 1/2 FEET NORTHWEST OF THE
 TQ0108'CENTER OF THE TRAIL, AND ABOUT 1/2 FOOT HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2170 ***********************************************************************
 RC2170  DESIGNATION -  AERIE
 RC2170  PID         -  RC2170
 RC2170  STATE/COUNTY-  WA/KLICKITAT
 RC2170  USGS QUAD   -  WHITE SALMON (1994)
 RC2170
 RC2170                         *CURRENT SURVEY CONTROL
 RC2170  ___________________________________________________________________
 RC2170* NAD 83(1991)-  45 43 22.32965(N)    121 29 17.61639(W)     ADJUSTED  
 RC2170* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 RC2170  ___________________________________________________________________
 RC2170  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 RC2170  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC2170
 RC2170  HORZ ORDER  -  SECOND
 RC2170
 RC2170.The horizontal coordinates were established by classical geodetic methods
 RC2170.and adjusted by the National Geodetic Survey in December 1991..
 RC2170
 RC2170.The orthometric height was scaled from a topographic map.
 RC2170
 RC2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2170
 RC2170.The geoid height was determined by GEOID03.
 RC2170
 RC2170;                    North         East     Units Scale Factor Converg.
 RC2170;SPC WA S     -    43,779.471   423,067.363   MT  1.00002687   -0 43 04.2
 RC2170;SPC WA S     -   143,633.15  1,388,013.51   sFT  1.00002687   -0 43 04.2
 RC2170;SPC OR N     -   228,963.483 2,423,073.848   MT  0.99994135   -0 42 03.0
 RC2170;SPC OR N     -   751,192.53  7,949,717.35   iFT  0.99994135   -0 42 03.0
 RC2170;UTM  10      - 5,064,368.461   617,642.811   MT  0.99977015   +1 04 57.0
 RC2170
 RC2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2170!SPC WA S     -   0.99999724  x   1.00002687  =   1.00002411
 RC2170!SPC OR N     -   0.99999724  x   0.99994135  =   0.99993859
 RC2170!UTM  10      -   0.99999724  x   0.99977015  =   0.99976739
 RC2170
 RC2170|---------------------------------------------------------------------|
 RC2170| PID    Reference Object                     Distance      Geod. Az  |
 RC2170|                                                           dddmmss.s |
 RC2170| CF4038 AERIE RM 1                            9.999 METERS 13022     |
 RC2170| CF4039 AERIE RM 2                            3.934 METERS 20630     |
 RC2170| RC2272 NAVY                                APPROX. 2.4 KM 2822656.4 |
 RC2170|---------------------------------------------------------------------|
 RC2170
 RC2170                          SUPERSEDED SURVEY CONTROL
 RC2170
 RC2170  NAD 83(1991)-  45 43 22.32965(N)    121 29 17.61639(W) AD(       ) 2
 RC2170  NAD 83(1986)-  45 43 22.34393(N)    121 29 17.61844(W) AD(       ) 2
 RC2170  NAD 27      -  45 43 22.91400(N)    121 29 13.36000(W) AD(       ) 2
 RC2170
 RC2170.Superseded values are not recommended for survey control.
 RC2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2170.See file dsdata.txt to determine how the superseded data were derived.
 RC2170
 RC2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1764364368(NAD 83)
 RC2170_MARKER: DS = TRIANGULATION STATION DISK
 RC2170_SETTING: 0 = UNSPECIFIED SETTING
 RC2170
 RC2170  HISTORY     - Date     Condition        Report By
 RC2170  HISTORY     - 1957     MONUMENTED       CGS
 RC2170  HISTORY     - 1968     GOOD             CGS
 RC2170  HISTORY     - 1973     SEE DESCRIPTION  NGS
 RC2170
 RC2170                          STATION DESCRIPTION
 RC2170
 RC2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2170'THE STATION IS LOCATED ON THE SUMMIT OF A LOW, SANDY HILL 0.1 MILE
 RC2170'EAST OF THE NORTH END OF THE HOOD RIVER-WHITE SALMON BRIDGE, 100
 RC2170'YARDS SOUTH OF U.S. HIGHWAY 830, AND ON THE NORTH SIDE OF THE
 RC2170'SOUTHERN PACIFIC AND SPOKANE RAILROAD TRACKS.  IT IS ON THE
 RC2170'PROPERTY OF MR. SPERRY OF WHITE SALMON, WASHINGTON.
 RC2170'
 RC2170'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 830 AND THE NORTH
 RC2170'ENTRANCE ONTO THE HOOD RIVER-WHITE SALMON BRIDGE, ENTER THE
 RC2170'DRIVEWAY JUST EAST OF THE INTERSECTION AND GO ABOUT 50 YARDS TO
 RC2170'THE RESIDENCE OF MR. REYNOLDS AND THE END OF TRUCK TRAVEL.  PACK
 RC2170'EAST FOR ABOUT 150 YARDS TO THE SUMMIT OF KNOLL AND THE STATION.
 RC2170'
 RC2170'THE STATION MARK, A STANDARD DISK STAMPED AERIE 1957, IS SECURED
 RC2170'IN THE TOP OF A CAST-IRON PIPE THAT PROJECTS 6 INCHES ABOVE THE
 RC2170'GROUND.  THE MARK IS 40 FEET WEST OF A ROUND RESERVOIR, 27 FEET
 RC2170'SOUTH OF THE SOUTHEAST CORNER OF A SQUARE RESERVOIR, AND 9 FEET
 RC2170'NORTH-NORTHEAST OF A WHITE WITNESS POST IN THE FENCE LINE.
 RC2170'
 RC2170'REFERENCE MARK 1, A STANDARD DISK STAMPED AERIE NO 1 1957, IS
 RC2170'SECURED TO THE TOP OF A CAST-IRON PIPE WHICH PROJECTS 6 INCHES
 RC2170'ABOVE THE GROUND.  THE MARK IS 15 FEET WEST OF A FENCE CORNER AND
 RC2170'IN A FENCE LINE.
 RC2170'
 RC2170'REFERENCE MARK 2, A STANDARD DISK STAMPED AERIE NO 2 1957, IS
 RC2170'SECURED TO THE TOP OF A CAST-IRON PIPE WHICH PROJECTS 6 INCHES
 RC2170'ABOVE THE GROUND.  THE MARK IS 4 AND 1/2 FEET SOUTH OF THE FENCE
 RC2170'AND WHITE WITNESS POST.
 RC2170'
 RC2170'TRIANGULATION STATION NAVY (USE) CAN BE USED FOR AZIMUTH.
 RC2170
 RC2170                          STATION RECOVERY (1968)
 RC2170
 RC2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 RC2170'THE STATION MARK, STAMPED AERIE 1957, REFERENCE MARK NO. 1, STAMPED
 RC2170'AERIE NO 1 1957 AND REFERENCE MARK NO. 2, STAMPED AERIE NO 2 1957
 RC2170'WERE RECOVERED AS DESCRIBED.  THE PROPERTY IS STILL OWNED BY
 RC2170'MR. W. T. SPERRY.
 RC2170
 RC2170                          STATION RECOVERY (1973)
 RC2170
 RC2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 RC2170'THE STATION MARK, AND BOTH REFERENCE MARKS WERE DESTROYED WHEN THE
 RC2170'AREA WAS LANDSCAPED FOR DEVELOPMENT.  AERIE 2 HAS BEEN
 RC2170'ESTABLISHED.  SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2165 ***********************************************************************
 RC2165  DESIGNATION -  AERIE 2
 RC2165  PID         -  RC2165
 RC2165  STATE/COUNTY-  WA/KLICKITAT
 RC2165  USGS QUAD   -  WHITE SALMON (1994)
 RC2165
 RC2165                         *CURRENT SURVEY CONTROL
 RC2165  ___________________________________________________________________
 RC2165* NAD 83(1991)-  45 43 24.50923(N)    121 29 27.24527(W)     ADJUSTED  
 RC2165* NAVD 88     -        37.2    (meters)     122.     (feet)  VERTCON   
 RC2165  ___________________________________________________________________
 RC2165  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 RC2165  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC2165
 RC2165  HORZ ORDER  -  THIRD
 RC2165
 RC2165.The horizontal coordinates were established by classical geodetic methods
 RC2165.and adjusted by the National Geodetic Survey in December 1991..
 RC2165.No horizontal observational check was made to the station.
 RC2165
 RC2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2165
 RC2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2165
 RC2165.The geoid height was determined by GEOID03.
 RC2165
 RC2165;                    North         East     Units Scale Factor Converg.
 RC2165;SPC WA S     -    43,849.372   422,859.997   MT  1.00002671   -0 43 11.2
 RC2165;SPC WA S     -   143,862.48  1,387,333.17   sFT  1.00002671   -0 43 11.2
 RC2165;SPC OR N     -   229,033.316 2,422,866.479   MT  0.99994145   -0 42 09.8
 RC2165;SPC OR N     -   751,421.64  7,949,037.00   iFT  0.99994145   -0 42 09.8
 RC2165;UTM  10      - 5,064,431.796   617,433.405   MT  0.99976954   +1 04 50.2
 RC2165
 RC2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2165!SPC WA S     -   0.99999752  x   1.00002671  =   1.00002423
 RC2165!SPC OR N     -   0.99999752  x   0.99994145  =   0.99993897
 RC2165!UTM  10      -   0.99999752  x   0.99976954  =   0.99976706
 RC2165
 RC2165|---------------------------------------------------------------------|
 RC2165| PID    Reference Object                     Distance      Geod. Az  |
 RC2165|                                                           dddmmss.s |
 RC2165| CF4040 AERIE 2 RM 3                         12.747 METERS 12234     |
 RC2165| RC2169 CITY                                APPROX. 1.8 KM 1745047.0 |
 RC2165| CF4041 AERIE 2 RM 4                         29.392 METERS 20131     |
 RC2165|---------------------------------------------------------------------|
 RC2165
 RC2165                          SUPERSEDED SURVEY CONTROL
 RC2165
 RC2165  NAD 83(1991)-  45 43 24.50923(N)    121 29 27.24527(W) AD(       ) 3
 RC2165  NAD 83(1986)-  45 43 24.52327(N)    121 29 27.24765(W) AD(       ) 3
 RC2165  NAD 27      -  45 43 25.09206(N)    121 29 22.99059(W) AD(       ) 3
 RC2165  NGVD 29 (07/19/86)   36.2    (m)          119.     (f) VERT ANG       
 RC2165
 RC2165.Superseded values are not recommended for survey control.
 RC2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2165.See file dsdata.txt to determine how the superseded data were derived.
 RC2165
 RC2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1743364432(NAD 83)
 RC2165_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2165
 RC2165  HISTORY     - Date     Condition        Report By
 RC2165  HISTORY     - 1973     MONUMENTED       NGS
 RC2165
 RC2165                          STATION DESCRIPTION
 RC2165
 RC2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 RC2165'THE STATION IS 1-1/2 MILES NORTHEAST OF HOOD RIVER, OREGON, 1-1/4
 RC2165'MILES WEST OF BINGEN, WASHINGTON, AND 0.05 MILE SOUTHWEST OF THE
 RC2165'INTERSECTION OF STATE HIGHWAY 14, AND THE ROAD APPROACH TO THE HOOD
 RC2165'RIVER TOLL BRIDGE, ON A CUT BANK ON THE NORTH RAILROAD RIGHT-OF-WAY.
 RC2165'
 RC2165'TO REACH THE STATION FROM THE BINGEN POST OFFICE, GO WEST ON STATE
 RC2165'HIGHWAY 14 FOR 1.2 MILES, TO A TURNOUT, JUST WEST OF THE INTERSECTION
 RC2165'OF STATE HIGHWAY 14, AND THE ROAD APPROACH TO THE HOOD RIVER TOLL
 RC2165'BRIDGE, AND THE END OF TRUCK TRAVEL.  HIKE SOUTHWEST FOR 0.05 MILE TO
 RC2165'THE CUT BANK ABOVE THE RAILROAD TRACKS, AND THE STATION.
 RC2165'
 RC2165'THE STATION MARK, STAMPED AERIE 2 1973, IS A STANDARD DISK SET IN A
 RC2165'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES, 200 FEET
 RC2165'WEST OF THE CENTER OF THE ROAD APPROACH TO THE HOOD RIVER TOLL
 RC2165'BRIDGE, 150 FEET WEST OF A FENCE CORNER, 50 FEET NORTH OF THE
 RC2165'CENTER OF THE RAILROAD TRACKS, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 RC2165'FENCE LINE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 RC2165'
 RC2165'REFERENCE MARK NO. 3, STAMPED AERIE 2 NO 3 1973, IS A STANDARD DISK
 RC2165'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES, 106
 RC2165'FEET WEST OF A FENCE CORNER, 46 FEET NORTH OF THE CENTER OF THE
 RC2165'RAILROAD TRACKS, AND 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.
 RC2165'
 RC2165'REFERENCE MARK NO. 4, STAMPED AERIE 2 NO 4 1973, IS A STANDARD DISK
 RC2165'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES,
 RC2165'200 FEET WEST OF THE BRIDGE OVER THE RAILROAD TRACKS, 45 FEET
 RC2165'SOUTH OF THE NEAREST RAIL, 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 RC2165'LINE, AND 19 FEET LOWER THAN THE STATION.
 RC2165'
 RC2165'TRIANGULATION STATION CITY 1957 MAY BE USED FOR THE AZIMUTH MARK.
 RC2165'SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0106 ***********************************************************************
 TQ0106  DESIGNATION -  AF
 TQ0106  PID         -  TQ0106
 TQ0106  STATE/COUNTY-  WA/WHATCOM
 TQ0106  USGS QUAD   -  CRATER MOUNTAIN (1973)
 TQ0106
 TQ0106                         *CURRENT SURVEY CONTROL
 TQ0106  ___________________________________________________________________
 TQ0106* NAD 83(1986)-  48 42 36.     (N)    120 54 16.     (W)     SCALED    
 TQ0106* NAVD 88     -       684.413  (meters)    2245.45   (feet)  ADJUSTED  
 TQ0106  ___________________________________________________________________
 TQ0106  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TQ0106  DYNAMIC HT  -         684.459 (meters)    2245.60  (feet)  COMP
 TQ0106  MODELED GRAV-     980,657.2   (mgal)                       NAVD 88
 TQ0106
 TQ0106  VERT ORDER  -  FIRST     CLASS II
 TQ0106
 TQ0106.The horizontal coordinates were scaled from a topographic map and have
 TQ0106.an estimated accuracy of +/- 6 seconds.
 TQ0106
 TQ0106.The orthometric height was determined by differential leveling
 TQ0106.and adjusted by the National Geodetic Survey in June 1991..
 TQ0106
 TQ0106.The geoid height was determined by GEOID03.
 TQ0106
 TQ0106.The dynamic height is computed by dividing the NAVD 88
 TQ0106.geopotential number by the normal gravity value computed on the
 TQ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0106.degrees latitude (g = 980.6199 gals.).
 TQ0106
 TQ0106.The modeled gravity was interpolated from observed gravity values.
 TQ0106
 TQ0106;                    North         East    Units  Estimated Accuracy
 TQ0106;SPC WA N     -   190,130.      494,770.      MT  (+/- 180 meters Scaled)
 TQ0106
 TQ0106                          SUPERSEDED SURVEY CONTROL
 TQ0106
 TQ0106  NGVD 29 (??/??/92)  683.154  (m)         2241.31   (f) ADJ UNCH    1 2
 TQ0106
 TQ0106.Superseded values are not recommended for survey control.
 TQ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0106.See file dsdata.txt to determine how the superseded data were derived.
 TQ0106
 TQ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU541973(NAD 83)
 TQ0106_MARKER: N = NAIL
 TQ0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0106_SP_SET: PINE TREE
 TQ0106_STAMPING: AF
 TQ0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0106
 TQ0106  HISTORY     - Date     Condition        Report By
 TQ0106  HISTORY     - UNK      MONUMENTED       CGS
 TQ0106  HISTORY     - 1958     GOOD             NGS
 TQ0106
 TQ0106                          STATION DESCRIPTION
 TQ0106
 TQ0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0106'7.95 MI SW FROM CHANCELLOR.
 TQ0106'7.95 MILES SOUTHWEST ALONG RUBY CREEK TRAIL FROM THE CONFLUENCE OF
 TQ0106'SLATE AND CANYON CREEKS AT CHANCELLOR, IN THE TOP OF A ROOT ON THE
 TQ0106'SOUTH SIDE OF A 30-INCH PINE TREE, 1 1/2 FEET NORTHWEST OF THE CENTER
 TQ0106'OF THE TRAIL, AND ABOUT LEVEL WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3435 ***********************************************************************
 SY3435  DESIGNATION -  AFT
 SY3435  PID         -  SY3435
 SY3435  STATE/COUNTY-  WA/MASON
 SY3435  USGS QUAD   -  MASON LAKE (1994)
 SY3435
 SY3435                         *CURRENT SURVEY CONTROL
 SY3435  ___________________________________________________________________
 SY3435* NAD 83(1991)-  47 16 31.98603(N)    122 55 40.63214(W)     ADJUSTED  
 SY3435* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY3435  ___________________________________________________________________
 SY3435  LAPLACE CORR-          -7.78  (seconds)                    DEFLEC99
 SY3435  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 SY3435
 SY3435  HORZ ORDER  -  THIRD
 SY3435
 SY3435.The horizontal coordinates were established by classical geodetic methods
 SY3435.and adjusted by the National Geodetic Survey in December 1991..
 SY3435
 SY3435.The orthometric height was scaled from a topographic map.
 SY3435
 SY3435.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3435
 SY3435.The geoid height was determined by GEOID03.
 SY3435
 SY3435;                    North         East     Units Scale Factor Converg.
 SY3435;SPC WA S     -   218,713.227   316,322.452   MT  0.99998729   -1 45 49.2
 SY3435;SPC WA S     -   717,561.65  1,037,801.24   sFT  0.99998729   -1 45 49.2
 SY3435;SPC WA N     -    32,793.598   341,524.210   MT  1.00004942   -1 33 34.2
 SY3435;SPC WA N     -   107,590.33  1,120,484.01   sFT  1.00004942   -1 33 34.2
 SY3435;UTM  10      - 5,235,788.425   505,449.162   MT  0.99960036   +0 03 10.5
 SY3435
 SY3435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3435!SPC WA S     -   1.00000283  x   0.99998729  =   0.99999012
 SY3435!SPC WA N     -   1.00000283  x   1.00004942  =   1.00005225
 SY3435!UTM  10      -   1.00000283  x   0.99960036  =   0.99960319
 SY3435
 SY3435:                Primary Azimuth Mark                     Grid Az
 SY3435:SPC WA S     -  SEAL                                     033 15 58.7
 SY3435:SPC WA N     -  SEAL                                     033 03 43.7
 SY3435:UTM  10      -  SEAL                                     031 26 59.0
 SY3435
 SY3435|---------------------------------------------------------------------|
 SY3435| PID    Reference Object                     Distance      Geod. Az  |
 SY3435|                                                           dddmmss.s |
 SY3435| SY3449 SEAL                                APPROX. 1.2 KM 0313009.5 |
 SY3435| CE3313 AFT RM 2                              7.532 METERS 26353     |
 SY3435| CE3312 AFT RM 1                             13.350 METERS 35120     |
 SY3435|---------------------------------------------------------------------|
 SY3435
 SY3435                          SUPERSEDED SURVEY CONTROL
 SY3435
 SY3435  NAD 83(1986)-  47 16 31.98360(N)    122 55 40.63932(W) AD(       ) 3
 SY3435  NAD 27      -  47 16 32.64100(N)    122 55 36.13900(W) AD(       ) 3
 SY3435
 SY3435.Superseded values are not recommended for survey control.
 SY3435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3435.See file dsdata.txt to determine how the superseded data were derived.
 SY3435
 SY3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0544935788(NAD 83)
 SY3435_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3435
 SY3435  HISTORY     - Date     Condition        Report By
 SY3435  HISTORY     - 1936     MONUMENTED       CGS
 SY3435  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3435  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3435  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY3435
 SY3435                          STATION DESCRIPTION
 SY3435
 SY3435'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3435'ON THE W SIDE OF PICKERING PASSAGE, 3 MILES (NAUTICAL) N OF SQUAXIN
 SY3435'ISLAND.  AT THE NEAR HIGH-WATER LINE ON A STRAIGHT GRAVEL BEACH 580
 SY3435'METERS S OF A LAGOON AT THE BEND IN THE PASSAGE.  TWENTY METERS TO
 SY3435'THE S A FRESH WATER BROOK ENTERS AND ANOTHER AND LARGER BROOK IS
 SY3435'120 METERS S OF THE STATION.
 SY3435'
 SY3435'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY3435'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3435'
 SY3435'REFERENCE MARK NO.1 IS N OF THE STATION.
 SY3435'
 SY3435'REFERENCE MARK NO.2 IS W OF THE STATION.
 SY3435
 SY3435                          STATION RECOVERY (1958)
 SY3435
 SY3435'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3435'THIS MARK WAS SEARCHED FOR AND NOT FOUND.
 SY3435
 SY3435                          STATION RECOVERY (1967)
 SY3435
 SY3435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3435'THE STATION MARK WAS FOUND WITH THE TOP 8 INCHES OF THE CONCRETE
 SY3435'POST BROKEN OFF.  THE BOTTOM OF THE POST WAS DUG OUT, BUT NO
 SY3435'UNDERGROUND MARK WAS FOUND.
 SY3435'
 SY3435'THE BOTTOM PART OF REFERENCE MARK NO. 1 WAS FOUND STILL BURIED IN
 SY3435'THE BEACH, BUT THE TOP PART OF THE MARK WAS NOT FOUND.
 SY3435'
 SY3435'THE TOP PART OF REFERENCE MARK NO.2, CONTAINING THE DISK WAS FOUND
 SY3435'LAYING ON THE BEACH.  THE BOTTOM OF THE CONCRETE POST WAS NOT FOUND.
 SY3435
 SY3435                          STATION RECOVERY (1983)
 SY3435
 SY3435'RECOVERY NOTE BY US POWER SQUADRON 1983 (EGC)
 SY3435'THE ONLY EVIDENCE OF ANY TYPE OF MARK WAS FOUND AT 120 METERS N OF
 SY3435'THE LARGER BROOK MENTION IN THE DATA SHEET.
 SY3435'
 SY3435'IT IS A 9 INCH X 10 INCH CONCRETE BLOCK PROTRUDING 5 INCHES.  DIGGING
 SY3435'2 FT UNDER THIS BLOCK FOUND NOTHING.  A THIN WALLED METAL TUBE
 SY3435'SHAPED WAS IN THE BLOCK.
 SY3435'
 SY3435'MUCH PROBING WITH METAL ROD PRODUCED NOTHING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0118 ***********************************************************************
 TQ0118  DESIGNATION -  AG
 TQ0118  PID         -  TQ0118
 TQ0118  STATE/COUNTY-  WA/WHATCOM
 TQ0118  USGS QUAD   -  AZURITE PEAK (1963)
 TQ0118
 TQ0118                         *CURRENT SURVEY CONTROL
 TQ0118  ___________________________________________________________________
 TQ0118* NAD 83(1986)-  48 44 57.     (N)    120 48 43.     (W)     SCALED    
 TQ0118* NAVD 88     -       832.002  (meters)    2729.66   (feet)  ADJUSTED  
 TQ0118  ___________________________________________________________________
 TQ0118  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 TQ0118  DYNAMIC HT  -         832.034 (meters)    2729.76  (feet)  COMP
 TQ0118  MODELED GRAV-     980,621.8   (mgal)                       NAVD 88
 TQ0118
 TQ0118  VERT ORDER  -  FIRST     CLASS II
 TQ0118
 TQ0118.The horizontal coordinates were scaled from a topographic map and have
 TQ0118.an estimated accuracy of +/- 6 seconds.
 TQ0118
 TQ0118.The orthometric height was determined by differential leveling
 TQ0118.and adjusted by the National Geodetic Survey in June 1991..
 TQ0118
 TQ0118.The geoid height was determined by GEOID03.
 TQ0118
 TQ0118.The dynamic height is computed by dividing the NAVD 88
 TQ0118.geopotential number by the normal gravity value computed on the
 TQ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0118.degrees latitude (g = 980.6199 gals.).
 TQ0118
 TQ0118.The modeled gravity was interpolated from observed gravity values.
 TQ0118
 TQ0118;                    North         East    Units  Estimated Accuracy
 TQ0118;SPC WA N     -   194,480.      501,570.      MT  (+/- 180 meters Scaled)
 TQ0118
 TQ0118                          SUPERSEDED SURVEY CONTROL
 TQ0118
 TQ0118  NGVD 29 (??/??/92)  830.718  (m)         2725.45   (f) ADJ UNCH    1 2
 TQ0118
 TQ0118.Superseded values are not recommended for survey control.
 TQ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0118.See file dsdata.txt to determine how the superseded data were derived.
 TQ0118
 TQ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV608018(NAD 83)
 TQ0118_MARKER: N = NAIL
 TQ0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0118_SP_SET: SPRUCE TREE
 TQ0118_STAMPING: AG
 TQ0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0118
 TQ0118  HISTORY     - Date     Condition        Report By
 TQ0118  HISTORY     - UNK      MONUMENTED       CGS
 TQ0118  HISTORY     - 1958     GOOD             NGS
 TQ0118
 TQ0118                          STATION DESCRIPTION
 TQ0118
 TQ0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0118'1.1 MI SW FROM CHANCELLOR.
 TQ0118'1.1 MILES SOUTHWEST ALONG RUBY CREEK TRAIL FROM THE CONFLUENCE OF
 TQ0118'SLATE AND CANYON CREEKS AT CHANCELLOR, IN THE TOP OF A ROOT ON THE
 TQ0118'NORTHWEST SIDE OF AN 18-INCH SPRUCE TREE, 1 FOOT SOUTHEAST OF THE
 TQ0118'CENTER OF THE TRAIL, 2.2 FEET NORTHWEST OF THE TRUNK OF THE TREE,
 TQ0118'ABOUT LEVEL WITH THE TRAIL, AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3332 ***********************************************************************
 SY3332  DESIGNATION -  AGAR
 SY3332  PID         -  SY3332
 SY3332  STATE/COUNTY-  WA/MASON
 SY3332  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3332
 SY3332                         *CURRENT SURVEY CONTROL
 SY3332  ___________________________________________________________________
 SY3332* NAD 83(1991)-  47 12 08.36443(N)    122 59 08.02126(W)     ADJUSTED  
 SY3332* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3332  ___________________________________________________________________
 SY3332  LAPLACE CORR-          -7.94  (seconds)                    DEFLEC99
 SY3332  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 SY3332
 SY3332  HORZ ORDER  -  THIRD
 SY3332
 SY3332.The horizontal coordinates were established by classical geodetic methods
 SY3332.and adjusted by the National Geodetic Survey in December 1991..
 SY3332
 SY3332.The orthometric height was scaled from a topographic map.
 SY3332
 SY3332.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3332
 SY3332.The geoid height was determined by GEOID03.
 SY3332
 SY3332;                    North         East     Units Scale Factor Converg.
 SY3332;SPC WA S     -   210,711.990   311,709.261   MT  0.99997266   -1 48 19.8
 SY3332;SPC WA S     -   691,310.92  1,022,666.13   sFT  0.99997266   -1 48 19.8
 SY3332;UTM  10      - 5,227,648.082   501,093.548   MT  0.99960001   +0 00 38.1
 SY3332
 SY3332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3332!SPC WA S     -   1.00000232  x   0.99997266  =   0.99997498
 SY3332!UTM  10      -   1.00000232  x   0.99960001  =   0.99960233
 SY3332
 SY3332:                Primary Azimuth Mark                     Grid Az
 SY3332:SPC WA S     -  ABER                                     084 28 15.6
 SY3332:UTM  10      -  ABER                                     082 39 17.7
 SY3332
 SY3332|---------------------------------------------------------------------|
 SY3332| PID    Reference Object                     Distance      Geod. Az  |
 SY3332|                                                           dddmmss.s |
 SY3332| SY3304 ABER                                APPROX. 0.6 KM 0823955.8 |
 SY3332| SY3338 KAPPA                               417.456 METERS 1345643.0 |
 SY3332| CE3314 AGAR RM 1                            21.315 METERS 24602     |
 SY3332| SY3286 ADOLF                               422.306 METERS 2472033.3 |
 SY3332| CE3315 AGAR RM 2                             2.983 METERS 33333     |
 SY3332|---------------------------------------------------------------------|
 SY3332
 SY3332                          SUPERSEDED SURVEY CONTROL
 SY3332
 SY3332  NAD 83(1986)-  47 12 08.36273(N)    122 59 08.02946(W) AD(       ) 3
 SY3332  NAD 27      -  47 12 09.01100(N)    122 59 03.51400(W) AD(       ) 3
 SY3332
 SY3332.Superseded values are not recommended for survey control.
 SY3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3332.See file dsdata.txt to determine how the superseded data were derived.
 SY3332
 SY3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0109427648(NAD 83)
 SY3332_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3332
 SY3332  HISTORY     - Date     Condition        Report By
 SY3332  HISTORY     - 1936     MONUMENTED       CGS
 SY3332  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3332  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3332
 SY3332                          STATION DESCRIPTION
 SY3332
 SY3332'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3332'STATION IS LOCATED ON THE N SIDE OF THE INLET ABOUT 1/4 MILE SE
 SY3332'OF LIBBY POINT LIGHT.  THE STATION IS ABOUT 10 FEET FROM THE FOOT
 SY3332'OF THE BLUFF.  IT PROJECTS ABOUT 2 INCHES AND COVERS ABOUT 6
 SY3332'FEET AT HIGH WATER.
 SY3332'
 SY3332'STATION AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET
 SY3332'IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3332'
 SY3332'REFERENCE MARK NO.2 IS SET INSHORE FROM THE STATION AT THE FOOT
 SY3332'OF THE BLUFF AND IT PROJECTS ABOUT 3 INCHES.
 SY3332'
 SY3332'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 12C, BY
 SY3332'A STANDARD BRONZE DISK SET IN A DRILL HOLE IN THE TOP OF A BOULDER
 SY3332'ABOUT 5 FEET SQUARE AND PROJECTING ABOUT 3 FEET ABOVE THE BEACH.
 SY3332'IT IS W OF THE STATION.
 SY3332
 SY3332                          STATION RECOVERY (1958)
 SY3332
 SY3332'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3332'UNABLE TO LOCATE STATION OR REFERENCE MARK 2.  USING REFERENCE
 SY3332'MARK 1, THE LISTED DISTANCE TO THE STATION WAS MEASURED AND ABOUT
 SY3332'15 MINUTES WAS SPENT IN DIGGING FOR THE MARK WITHOUT SUCCESS.  NO
 SY3332'ATTEMPT WAS MADE TO REACH THE SUBSURFACE MARK.
 SY3332
 SY3332                          STATION RECOVERY (1967)
 SY3332
 SY3332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3332'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED.  THE STATION AND
 SY3332'REFERENCE MARK 2 WERE NOT RECOVERED.  THEIR SITES ARE NOW COVERED
 SY3332'BY 2 LARGE STUMPS DUE TO A SLIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1758 ***********************************************************************
 SY1758  DESIGNATION -  AGAT
 SY1758  PID         -  SY1758
 SY1758  STATE/COUNTY-  WA/MASON
 SY1758  USGS QUAD   -  SHELTON (1981)
 SY1758
 SY1758                         *CURRENT SURVEY CONTROL
 SY1758  ___________________________________________________________________
 SY1758* NAD 83(1991)-  47 12 24.71790(N)    123 01 26.00724(W)     ADJUSTED  
 SY1758* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY1758  ___________________________________________________________________
 SY1758  LAPLACE CORR-          -8.21  (seconds)                    DEFLEC99
 SY1758  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SY1758
 SY1758  HORZ ORDER  -  THIRD
 SY1758
 SY1758.The horizontal coordinates were established by classical geodetic methods
 SY1758.and adjusted by the National Geodetic Survey in December 1991..
 SY1758
 SY1758.The orthometric height was scaled from a topographic map.
 SY1758
 SY1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1758
 SY1758.The geoid height was determined by GEOID03.
 SY1758
 SY1758;                    North         East     Units Scale Factor Converg.
 SY1758;SPC WA S     -   211,308.947   308,822.800   MT  0.99997352   -1 50 00.0
 SY1758;SPC WA S     -   693,269.44  1,013,196.14   sFT  0.99997352   -1 50 00.0
 SY1758;UTM  10      - 5,228,153.082   498,190.703   MT  0.99960004   -0 01 03.1
 SY1758
 SY1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1758!SPC WA S     -   1.00000324  x   0.99997352  =   0.99997676
 SY1758!UTM  10      -   1.00000324  x   0.99960004  =   0.99960328
 SY1758
 SY1758:                Primary Azimuth Mark                     Grid Az
 SY1758:SPC WA S     -  BARD RESET                               086 46 47.9
 SY1758:UTM  10      -  BARD RESET                               084 57 51.0
 SY1758
 SY1758|---------------------------------------------------------------------|
 SY1758| PID    Reference Object                     Distance      Geod. Az  |
 SY1758|                                                           dddmmss.s |
 SY1758| SY1759 BARD RESET                          APPROX. 0.9 KM 0845647.9 |
 SY1758| DD9305 AGAT RM 2                            26.450 METERS 10627     |
 SY1758| SY1730 CHURCH RESET                        479.762 METERS 1474559.8 |
 SY1758| DD9304 AGAT RM 1                             6.600 METERS 33738     |
 SY1758|---------------------------------------------------------------------|
 SY1758
 SY1758                          SUPERSEDED SURVEY CONTROL
 SY1758
 SY1758  NAD 83(1986)-  47 12 24.71660(N)    123 01 26.01450(W) AD(       ) 3
 SY1758  NAD 27      -  47 12 25.36800(N)    123 01 21.48900(W) AD(       ) 3
 SY1758
 SY1758.Superseded values are not recommended for survey control.
 SY1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1758.See file dsdata.txt to determine how the superseded data were derived.
 SY1758
 SY1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9819128153(NAD 83)
 SY1758_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1758
 SY1758  HISTORY     - Date     Condition        Report By
 SY1758  HISTORY     - 1936     MONUMENTED       CGS
 SY1758  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SY1758  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1758  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY1758
 SY1758                          STATION DESCRIPTION
 SY1758
 SY1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1758'STATION IS ON THE N SIDE OF THE INLET ON A ROUNDING POINT KNOWN
 SY1758'LOCALLY AS AGATE POINT.  THE AGATE GRANGE HALL STANDS ABOUT 100
 SY1758'METERS NE OF THE STATION.  THE STATION COVERS ABOUT 3 FEET AT
 SY1758'HIGH WATER AND PROJECTS ABOUT 3 INCHES ABOVE THE LEVEL OF THE
 SY1758'BEACH.
 SY1758'
 SY1758'SURFACE AND UNDERGROUND MARKS, AND REFERENCE MARK NO.1 ARE
 SY1758'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY1758'7A, AND 11A.
 SY1758'
 SY1758'REFERENCE MARK NO.1 IS SET INSHORE FROM THE STATION ABOUT 5 FEET
 SY1758'OUTSIDE OF A LOG BULKHEAD AND COVERS AT HIGH WATER.
 SY1758'
 SY1758'REFERENCE MARK NO.2 IS MARKED, AS DESCRIBED IN NOTE 12C, BY A
 SY1758'STANDARD BRONZE DISK SET IN THE TOP OF A 2- BY 3-FOOT ROCK
 SY1758'PROJECTING 18 INCHES ABOVE THE SURFACE.  IT IS 9 FEET W OF A LINE
 SY1758'PASSING ALONG THE W SIDE OF THE ABOVE-MENTIONED GRANGE HALL.
 SY1758
 SY1758                          STATION RECOVERY (1947)
 SY1758
 SY1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (HBW)
 SY1758'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 2 IS
 SY1758'ON A BOULDER WHICH HAS BEEN ROLLED OUT OF POSITION.  STATION MARK
 SY1758'HAS BEEN DESTROYED BY BULLDOZING.  LOWER PORTION OF CONCRETE BLOCK
 SY1758'OF THIS SURFACE MARK REMAINS IN PLACE, SO UNDERGROUND MARK WAS NOT
 SY1758'SEARCHED FOR.
 SY1758
 SY1758                          STATION RECOVERY (1967)
 SY1758
 SY1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1758'THE STATION AND REFERENCE MARK 1 WERE SEARCHED FOR BUT NOT
 SY1758'FOUND.  LOCAL RESIDENT SAYS BULKHEAD WAS REBUILT IN 1964.  REFERENCE
 SY1758'MARK 2 WAS FOUND BUT LOCAL RESIDENT SAYS BOULDER WAS PLACED THERE
 SY1758'BY A CRANE.
 SY1758
 SY1758                          STATION RECOVERY (1974)
 SY1758
 SY1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SY1758'THE UNDERGROUND STATION MARK WAS RECOVERED AND A NEW SURFACE STATION
 SY1758'MARK SET.  REFERENCE MARK NO. 2 WAS FOUND LOOSE ON THE BEACH, AND
 SY1758'THE DISK WAS REMOVED FROM THE BOULDER.  REFERENCE MARK NO. 1 WAS
 SY1758'NOT FOUND.
 SY1758'
 SY1758'THE STATION IS ON THE BEACH ALONG THE NORTH SIDE OF HAMMERSLEY
 SY1758'INLET, 1/2 MILE WEST OF CHURCH POINT AND IN FRONT OF
 SY1758'MR. T.A. BINGERS HOUSE.
 SY1758'
 SY1758'REACHED FROM THE INTERSECTION OF FIRST AND PINE STREETS IN SHELTON
 SY1758'BY GOING EAST AND NORTHEAST ON STATE HIGHWAY 3 (PINE STREET) FOR
 SY1758'6.25 MILES TO A BLACKTOP Y JUST AFTER CROSSING DEER CREEK, KEEP
 SY1758'RIGHT AND GO SOUTHERLY ON AGATE ROAD FOR 3.9 MILES TO THE AGATE
 SY1758'GROCERY ON THE LEFT, TURN RIGHT AND GO WEST ON LEEDS LOOP ROAD
 SY1758'0.75 MILE TO CROSSROAD, TURN LEFT AND GO SOUTH 0.4 MILE TO A
 SY1758'T-INTERSECTION, TURN LEFT AND GO EAST 0.25 MILE TO MR. WM
 SY1758'VALLEY AND MR. T.A. BINGERS DRIVEWAY.  CONTINUE EAST 23 YARDS
 SY1758'TO A TREE GROWING ON THE EDGE OF THE BANK AT THE HIGH WATER
 SY1758'LINE AND THE STATION 32.8 FEET SOUTH OF THE TREE.
 SY1758'
 SY1758'THE STATION MARK, STAMPED AGAT 1936 1974, IS A STANDARD DISK SET IN
 SY1758'A ROUND CONCRETE POST FLUSH WITH THE GRAVEL BEACH, 80 FEET WEST OF
 SY1758'THE WEST END OF A LOG BULKHEAD AND 13 FEET SOUTH OF THE PROJECTED
 SY1758'SOUTH SIDE OF THIS BULKHEAD, 44 FEET EAST OF THE EXTREME SOUTH TIP
 SY1758'OF VEGETATION ON THE POINT 32 FEET SOUTH OF THE BANK AT THE HIGH
 SY1758'WATER LINE, 33.3 FEET SOUTHEAST OF THE CENTER OF AN OLD,
 SY1758'DETERIORATING STUMP, 3 FEET IN DIAMETER AND 2 FEET HIGH.  AND
 SY1758'ON LINE WITH THE GUTTER ALONG THE EAST SIDE OF THE ROOF ON THE
 SY1758'SOUTHERN SECTION OF MR. BINGERS L-SHAPED HOUSE.
 SY1758'
 SY1758'NO REFERENCE MARKS WERE ESTABLISHED AND STATION WAS NOT OCCUPIED.
 SY1758'
 SY1758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1758'3-1/2 MILES EAST OF SHELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3000 ***********************************************************************
 SY3000  DESIGNATION -  AGATE
 SY3000  PID         -  SY3000
 SY3000  STATE/COUNTY-  WA/PIERCE
 SY3000  USGS QUAD   -  FOX ISLAND (1994)
 SY3000
 SY3000                         *CURRENT SURVEY CONTROL
 SY3000  ___________________________________________________________________
 SY3000* NAD 83(1991)-  47 15 29.39220(N)    122 39 08.18440(W)     ADJUSTED  
 SY3000* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY3000  ___________________________________________________________________
 SY3000  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 SY3000  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY3000
 SY3000  HORZ ORDER  -  SECOND
 SY3000
 SY3000.The horizontal coordinates were established by classical geodetic methods
 SY3000.and adjusted by the National Geodetic Survey in December 1991..
 SY3000
 SY3000.The orthometric height was scaled from a topographic map.
 SY3000
 SY3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3000
 SY3000.The geoid height was determined by GEOID03.
 SY3000
 SY3000;                    North         East     Units Scale Factor Converg.
 SY3000;SPC WA S     -   216,175.407   337,119.719   MT  0.99998367   -1 33 48.2
 SY3000;SPC WA S     -   709,235.48  1,106,033.61   sFT  0.99998367   -1 33 48.2
 SY3000;UTM  10      - 5,233,912.275   526,308.492   MT  0.99960851   +0 15 19.4
 SY3000
 SY3000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3000!SPC WA S     -   1.00000291  x   0.99998367  =   0.99998658
 SY3000!UTM  10      -   1.00000291  x   0.99960851  =   0.99961142
 SY3000
 SY3000|---------------------------------------------------------------------|
 SY3000| PID    Reference Object                     Distance      Geod. Az  |
 SY3000|                                                           dddmmss.s |
 SY3000| CE3316 AGATE RM                             22.250 METERS 13158     |
 SY3000| SY3108 LARS                                APPROX. 3.7 KM 2142100.7 |
 SY3000|---------------------------------------------------------------------|
 SY3000
 SY3000                          SUPERSEDED SURVEY CONTROL
 SY3000
 SY3000  NAD 83(1986)-  47 15 29.38711(N)    122 39 08.19457(W) AD(       ) 2
 SY3000  NAD 27      -  47 15 30.03200(N)    122 39 03.72900(W) AD(       ) 2
 SY3000
 SY3000.Superseded values are not recommended for survey control.
 SY3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3000.See file dsdata.txt to determine how the superseded data were derived.
 SY3000
 SY3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2630833912(NAD 83)
 SY3000_MARKER: DS = TRIANGULATION STATION DISK
 SY3000_SETTING: 80 = SET IN A BOULDER
 SY3000_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY3000
 SY3000  HISTORY     - Date     Condition        Report By
 SY3000  HISTORY     - 1935     MONUMENTED       CGS
 SY3000  HISTORY     - 1953     GOOD             CGS
 SY3000  HISTORY     - 1966     GOOD             CGS
 SY3000  HISTORY     - 1966     GOOD             CGS
 SY3000  HISTORY     - 1973     GOOD             NGS
 SY3000  HISTORY     - 20060314 MARK NOT FOUND   USPSQD
 SY3000
 SY3000                          STATION DESCRIPTION
 SY3000
 SY3000'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3000'STATION IS LOCATED IN CARR INLET, ON THE W SHORE OF FOX ISLAND,
 SY3000'ABOUT 1-1/4 MILES SE OF N END OF ISLAND.  STATION IS ON A GENTLY
 SY3000'ROUNDING SAND AND GRAVEL POINT, ABOUT 3 FEET BELOW THE HIGH-WATER
 SY3000'MARK AND 15 METERS FROM FOOT OF BANK ABOUT 15 FEET HIGH.
 SY3000'
 SY3000'STATION MARK IS MARKED, BY A STANDARD
 SY3000'BRONZE DISK IN A BOULDER WELL EMBEDDED IN THE SAND AND PROJECTING
 SY3000'1 FOOT ABOVE BEACH SURFACE.
 SY3000'
 SY3000'REFERENCE MARK IS MARKED, BY A STANDARD
 SY3000'BRONZE DISK IN SIMILAR BOULDER TO NORTHWARD OF STATION.
 SY3000
 SY3000                          STATION RECOVERY (1953)
 SY3000
 SY3000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 SY3000'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 SY3000'DESCRIBED BY J.S. IN 1935, EXCEPT THAT THE REFERENCE MARK IS SE
 SY3000'OF THE STATION INSTEAD OF N.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 SY3000'WITH THE FOLLOWING ADDITIONS--
 SY3000'
 SY3000'STATION IS ABOUT 100 M. NW OF A LARGE FALLEN FIR TREE, AND 32
 SY3000'M. NW OF THE NW END OF A WOODEN BULKHEAD IN FRONT OF A SUMMER
 SY3000'COTTAGE.
 SY3000'
 SY3000'THE DISTANCE TO THE REFERENCE MARK IS 22.230 M. (72.93 FT.), WHICH
 SY3000'FAILS TO CHECK THE ORIGINAL MEASUREMENT BY 2 CENTIMETERS.
 SY3000
 SY3000                          STATION RECOVERY (1966)
 SY3000
 SY3000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3000'STATION MARK AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE
 SY3000'STATION MARK IS A STANDARD DISK SET IN A 3 X 5-FOOT BOULDER WHICH
 SY3000'PROJECTS 14 INCHES, ON A GENTLY ROUNDING POINT, 65 FEET SOUTHWEST
 SY3000'OF THE BANK AT THE HIGH WATER LINE.  MARK IS AT APPROXIMATELY THE
 SY3000'7-FOOT TIDE LEVEL.
 SY3000'
 SY3000'THE REFERENCE MARK IS A STANDARD DISK, STAMPED AGATE 1935, SET IN
 SY3000'A 1-1/2 X 3-FOOT, LIGHT-COLORED BOULDER WHICH PROJECTS 1 FOOT.  IT
 SY3000'IS ABOUT 72.8 FEET SOUTHEAST OF THE STATION, 12 FEET NORTHWEST OF
 SY3000'THE PROJECTED NORTHWEST SIDE OF A SMALL SUMMER CABIN, AND 56
 SY3000'FEET SOUTHWEST OF THE BANK AT THE HIGH WATER LINE.
 SY3000'
 SY3000'THE STATION IS ABOUT 200 YARDS NORTHWEST OF AN 8-FOOT SQUARE
 SY3000'ENCLOSURE, SUPPORTED ON PILING, AT ABOUT LOW-LOW WATER LINE.  THERE
 SY3000'IS A WHIP ANTENNA PROJECTING FROM THE ENCLOSURE.  THERE ARE FOUR
 SY3000'DOLPHINS SET ABOUT 20 YARDS APART NEAR THE ENCLOSURE.  THE NAVY
 SY3000'MAY BE CONSTRUCTING SOMETHING HERE.
 SY3000'
 SY3000'TO REACH FROM THE SOUTH END OF THE FOX ISLAND BRIDGE, GO SOUTHERLY
 SY3000'ON THE MAIN ROAD FOR 0.3 MILE TO A ROAD RIGHT, TURN RIGHT ON COVE
 SY3000'ROAD AND GO 0.2 MILE TO A Y, KEEP LEFT AND FOLLOW THE BLACKTOP
 SY3000'ROAD 0.5 MILE TO A REVERSE Y COMING IN FROM THE RIGHT.
 SY3000
 SY3000                          STATION RECOVERY (1966)
 SY3000
 SY3000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3000'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED WITH
 SY3000'THE FOLLOWING ADDITIONS.
 SY3000'
 SY3000'THE STATION IS A STANDARD DISK, STAMPED AGATE 1935 SET IN THE
 SY3000'TOP OF A 3 FOOT BY 3 FOOT BY 1 FOOT HIGH BOULDER.  IT IS ABOUT 120
 SY3000'FEET NORTHWEST OF A LOG CABIN BEACH HOME.
 SY3000'
 SY3000'THE REFERENCE MARK IS A STANDARD DISK, STAMPED AGATE 1935 1, SET
 SY3000'IN A BOULDER THAT PROJECTS 1 INCH ABOVE THE BEACH.
 SY3000
 SY3000                          STATION RECOVERY (1973)
 SY3000
 SY3000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SY3000'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 SY3000'AS DESCRIBED IN 1966 WITH THE FOLLOWING ADDITIONS.  THE STATION
 SY3000'MARK IS STAMPED AGATE 1935.  TO REACH THE STATION FROM THE SOUTH
 SY3000'END OF THE FOX ISLAND BRIDGE, GO SOUTHERLY ALONG THE MAIN ROAD
 SY3000'FOR 0.7 MILE, TURN RIGHT ON COVE ROAD, INSTEAD OF 0.3 MILE AS
 SY3000'DESCRIBED.
 SY3000'
 SY3000'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3000'ON FOX ISLAND.
 SY3000
 SY3000                          STATION RECOVERY (2006)
 SY3000
 SY3000'RECOVERY NOTE BY US POWER SQUADRON 2006 (LAW)
 SY3000'NAVY CONSTRUCTION AFTER 1973 HAS ALTERED LOCAL CURRENTS AND CAUSED
 SY3000'DRAMATIC BEACH SCOURING NW OF THE FACILITY AND IN THE AREA OF THE
 SY3000'STATION. HUGE RIPRAP HAS BEEN ADDED TO PREVENT FURTHER UPLAND EROSION
 SY3000'BUT THE BEACH AT THE STATION LOCATION HAS DROPPED THREE TO FOUR FEET.
 SY3000'THE STATION AND REFERENCE BOULDERS ARE NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2487 ***********************************************************************
 TR2487  DESIGNATION -  AGATE
 TR2487  PID         -  TR2487
 TR2487  STATE/COUNTY-  WA/CLALLAM
 TR2487  USGS QUAD   -  JOYCE (1979)
 TR2487
 TR2487                         *CURRENT SURVEY CONTROL
 TR2487  ___________________________________________________________________
 TR2487* NAD 83(1991)-  48 09 38.22823(N)    123 44 42.90288(W)     ADJUSTED  
 TR2487* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 TR2487  ___________________________________________________________________
 TR2487  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 TR2487  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 TR2487
 TR2487  HORZ ORDER  -  SECOND
 TR2487
 TR2487.The horizontal coordinates were established by classical geodetic methods
 TR2487.and adjusted by the National Geodetic Survey in December 1991..
 TR2487
 TR2487.The orthometric height was scaled from a topographic map.
 TR2487
 TR2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2487
 TR2487.The geoid height was determined by GEOID03.
 TR2487
 TR2487;                    North         East     Units Scale Factor Converg.
 TR2487;SPC WA N     -   133,138.176   283,436.643   MT  0.99994253   -2 10 04.7
 TR2487;SPC WA N     -   436,804.17    929,908.39   sFT  0.99994253   -2 10 04.7
 TR2487;UTM  10      - 5,334,421.133   444,580.593   MT  0.99963774   -0 33 18.9
 TR2487
 TR2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2487!SPC WA N     -   0.99998871  x   0.99994253  =   0.99993124
 TR2487!UTM  10      -   0.99998871  x   0.99963774  =   0.99962645
 TR2487
 TR2487:                Primary Azimuth Mark                     Grid Az
 TR2487:SPC WA N     -  SALT AZ MK                               098 19 31.3
 TR2487:UTM  10      -  SALT AZ MK                               096 42 45.5
 TR2487
 TR2487|---------------------------------------------------------------------|
 TR2487| PID    Reference Object                     Distance      Geod. Az  |
 TR2487|                                                           dddmmss.s |
 TR2487| TR2491 SALT AZ MK                          APPROX. 2.9 KM 0960926.6 |
 TR2487| CF7493 AGATE RM 1                            9.143 METERS 14018     |
 TR2487| CF7494 AGATE RM 2                            7.828 METERS 28220     |
 TR2487|---------------------------------------------------------------------|
 TR2487
 TR2487                          SUPERSEDED SURVEY CONTROL
 TR2487
 TR2487  NAD 83(1986)-  48 09 38.22752(N)    123 44 42.90696(W) AD(       ) 2
 TR2487  NAD 27      -  48 09 38.91000(N)    123 44 38.19600(W) AD(       ) 2
 TR2487
 TR2487.Superseded values are not recommended for survey control.
 TR2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2487.See file dsdata.txt to determine how the superseded data were derived.
 TR2487
 TR2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU4458134421(NAD 83)
 TR2487_MARKER: Z = SEE DESCRIPTION
 TR2487_SETTING: 0 = UNSPECIFIED SETTING
 TR2487
 TR2487  HISTORY     - Date     Condition        Report By
 TR2487  HISTORY     - 1942     MONUMENTED       CGS
 TR2487  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TR2487
 TR2487                          STATION DESCRIPTION
 TR2487
 TR2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2487'LOCATED ABOUT 16 MILES W OF PORT ANGELES, A SHORT DISTANCE W OF
 TR2487'CRESCENT BAY, JUST W AND ABOVE AGATE BEACH.  AT THE W SIDE OF AGATE
 TR2487'BEACH THERE IS A 400-FOOT BLUFF WHICH PROJECTS OUT TO SEA.  ON THE
 TR2487'VERY TOP OF IT THERE IS A N AND S RIDGE.  STATION IS ABOUT 50
 TR2487'FEET S OF THE N END OF THE RIDGE.  10 FEET E OF THE STATION THERE
 TR2487'IS A SHEER DROP OF 400 FEET.  W OF THE STATION THE GROUND SLOPES
 TR2487'STEEPLY TO THE W.
 TR2487'
 TR2487'STATION MARK IS A BRONZE DISK WELDED IN THE TOP OF A LENGTH
 TR2487'OF 2-INCH CAST-IRON SOIL PIPE.  IT PROJECTS 8 INCHES ABOVE
 TR2487'GROUND.
 TR2487'
 TR2487'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 TR2487'
 TR2487'REFERENCE MARK 1 IS UPON THE TOP OF THE RIDGE, SE OF THE
 TR2487'STATION.  IT IS A STANDARD REFERENCE DISK WELDED IN THE TOP OF A
 TR2487'LENGTH OF 2-INCH CAST-IRON PIPE.  IT PROJECTS 8 INCHES ABOVE THE
 TR2487'GROUND.
 TR2487'
 TR2487'REFERENCE MARK 2 IS DOWN THE SLOPE, W OF THE STATION.  IT IS A
 TR2487'BRONZE REFERENCE DISK WELDED IN THE TOP OF A LENGTH OF 2-INCH
 TR2487'CAST-IRON PIPE.  IT PROJECTS 8 INCHES ABOVE THE GROUND.
 TR2487'
 TR2487'TO REACH FROM PORT ANGELES GO W ON STATE HIGHWAY 9A 16.4 MILES TO
 TR2487'JOYCE POST OFFICE.  TURN RIGHT AND GO ACROSS RAILROAD, THEN GO
 TR2487'LEFT 0.2 MILE, THEN RIGHT (N) 1.4 MILES TO THE TOP OF A HILL AND A
 TR2487'POINT WHERE AN OLD LOGGING ROAD TAKES OFF TO THE W.  PACK W OVER
 TR2487'THE OLD ROAD 0.2 MILE, TURN OFF N ON BLAZED TRAIL AND FOLLOW IT
 TR2487'ABOUT 0.7 MILE TO THE STATION.
 TR2487'
 TR2487'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 TR2487
 TR2487                          STATION RECOVERY (1974)
 TR2487
 TR2487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (KWJ)
 TR2487'THE STATION WAS NOT RECOVERED AND BELIEVED DESTROYED.  LOCAL
 TR2487'RESIDENTS STATED THAT THE STEEP BLUFF ORIGNALLY 10 FEET EAST OF THE
 TR2487'STATION HAS ERODED CONSIDERABLY IN THE PAST FEW YEARS.  THEREFORE DUE
 TR2487'TO A FRUITLESS EXTENSIVE SEARCH AND EROSION OVER THE YEARS THERE IS A
 TR2487'POSSIBILITY THAT THE STATION HAS FALLEN OVER THE BLUFF.  WHAT WAS
 TR2487'BELIEVED TO A WITNESS POST, A 4 INCH SQUARE WOODEN POST, WAS LOCATED
 TR2487'HOWEVER ABOUT 12 FEET WEST OF THE PRESENT EDGE OF THE BLUFF.
 TR2487'
 TR2487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES NW OF
 TR2487'PORT ANGELES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1081 ***********************************************************************
 TR1081  DESIGNATION -  AGATE 2 1924
 TR1081  PID         -  TR1081
 TR1081  STATE/COUNTY-  WA/ISLAND
 TR1081  USGS QUAD   -  TULALIP (1978)
 TR1081
 TR1081                         *CURRENT SURVEY CONTROL
 TR1081  ___________________________________________________________________
 TR1081* NAD 83(1991)-  48 04 43.28709(N)    122 22 18.74840(W)     ADJUSTED  
 TR1081* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1081  ___________________________________________________________________
 TR1081  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 TR1081  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 TR1081
 TR1081  HORZ ORDER  -  THIRD
 TR1081
 TR1081.The horizontal coordinates were established by classical geodetic methods
 TR1081.and adjusted by the National Geodetic Survey in December 1991..
 TR1081
 TR1081.The orthometric height was scaled from a topographic map.
 TR1081
 TR1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1081
 TR1081.The geoid height was determined by GEOID03.
 TR1081
 TR1081;                    North         East     Units Scale Factor Converg.
 TR1081;SPC WA N     -   121,077.053   385,374.759   MT  0.99994249   -1 08 43.7
 TR1081;SPC WA N     -   397,233.63  1,264,350.36   sFT  0.99994249   -1 08 43.7
 TR1081;UTM  10      - 5,325,237.260   546,783.935   MT  0.99962689   +0 28 02.5
 TR1081
 TR1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1081!SPC WA N     -   1.00000331  x   0.99994249  =   0.99994580
 TR1081!UTM  10      -   1.00000331  x   0.99962689  =   0.99963020
 TR1081
 TR1081:                Primary Azimuth Mark                     Grid Az
 TR1081:SPC WA N     -  PIPPIN 2                                 332 15 20.9
 TR1081:UTM  10      -  PIPPIN 2                                 330 38 34.7
 TR1081
 TR1081|---------------------------------------------------------------------|
 TR1081| PID    Reference Object                     Distance      Geod. Az  |
 TR1081|                                                           dddmmss.s |
 TR1081| TR1097 PIPPIN 2                            APPROX. 1.2 KM 3310637.2 |
 TR1081|---------------------------------------------------------------------|
 TR1081
 TR1081                          SUPERSEDED SURVEY CONTROL
 TR1081
 TR1081  NAD 83(1986)-  48 04 43.28639(N)    122 22 18.74964(W) AD(       ) 3
 TR1081  NAD 27      -  48 04 43.95000(N)    122 22 14.22700(W) AD(       ) 3
 TR1081
 TR1081.Superseded values are not recommended for survey control.
 TR1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1081.See file dsdata.txt to determine how the superseded data were derived.
 TR1081
 TR1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4678425237(NAD 83)
 TR1081_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TR1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1081+STABILITY: SURFACE MOTION
 TR1081
 TR1081  HISTORY     - Date     Condition        Report By
 TR1081  HISTORY     - 1924     MONUMENTED       CGS
 TR1081  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1081
 TR1081                          STATION DESCRIPTION
 TR1081
 TR1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 TR1081'STATION IS ON THE E SHORE OF CAMANO ISLAND, AND IS ABOUT 1-1/4
 TR1081'MILES N OF WHAT IS KNOWN AS CAMANO HEAD.  IT IS ON A NARROW
 TR1081'SANDY BEACH AND IS JUST BELOW THE HIGH-WATER MARK.
 TR1081'
 TR1081'THE LOCATION OF THE STATION IS SUCH THAT THERE IS NO PERMANENT
 TR1081'GROUND ON WHICH TO PLACE A REFERENCE MARK.  THE STATION MARK,
 TR1081'HOWEVER, WAS MADE ESPECIALLY MASSIVE.
 TR1081'
 TR1081'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 TR1081'DESCRIBED IN NOTE 1A.
 TR1081
 TR1081                          STATION RECOVERY (1960)
 TR1081
 TR1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1081'A THOROUGH SEARCH WAS MADE FOR THE STATION BUT IT WAS NOT
 TR1081'FOUND.  THE BEACH SHOWS SIGNS OF CONSIDERABLE EROSION AND IT IS
 TR1081'POSSIBLE THAT THE STATION HAS WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3126 ***********************************************************************
 SY3126  DESIGNATION -  AGE
 SY3126  PID         -  SY3126
 SY3126  STATE/COUNTY-  WA/PIERCE
 SY3126  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3126
 SY3126                         *CURRENT SURVEY CONTROL
 SY3126  ___________________________________________________________________
 SY3126* NAD 83(1991)-  47 09 14.77088(N)    122 44 28.60614(W)     ADJUSTED  
 SY3126* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 SY3126  ___________________________________________________________________
 SY3126  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 SY3126  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 SY3126
 SY3126  HORZ ORDER  -  SECOND
 SY3126
 SY3126.The horizontal coordinates were established by classical geodetic methods
 SY3126.and adjusted by the National Geodetic Survey in December 1991..
 SY3126
 SY3126.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3126
 SY3126.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3126
 SY3126.The geoid height was determined by GEOID03.
 SY3126
 SY3126;                    North         East     Units Scale Factor Converg.
 SY3126;SPC WA S     -   204,798.960   330,056.995   MT  0.99996393   -1 37 41.0
 SY3126;SPC WA S     -   671,911.25  1,082,861.99   sFT  0.99996393   -1 37 41.0
 SY3126;UTM  10      - 5,222,321.718   519,612.746   MT  0.99960473   +0 11 22.9
 SY3126
 SY3126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3126!SPC WA S     -   1.00000317  x   0.99996393  =   0.99996710
 SY3126!UTM  10      -   1.00000317  x   0.99960473  =   0.99960790
 SY3126
 SY3126:                Primary Azimuth Mark                     Grid Az
 SY3126:SPC WA S     -  TON 3                                    030 13 29.4
 SY3126:UTM  10      -  TON 3                                    028 24 25.5
 SY3126
 SY3126|---------------------------------------------------------------------|
 SY3126| PID    Reference Object                     Distance      Geod. Az  |
 SY3126|                                                           dddmmss.s |
 SY3126| SY3139 TON 3                               APPROX. 2.4 KM 0283548.4 |
 SY3126| CE3317 AGE RM 1                             14.042 METERS 04238     |
 SY3126| CE3319 AGE RM 3                             11.073 METERS 05536     |
 SY3126| CE3320 AGE RM 4                              6.042 METERS 13818     |
 SY3126| CE3318 AGE RM 2                             11.998 METERS 18907     |
 SY3126| SY3141 DRAYTON PASSAGE LT 2                APPROX. 2.7 KM 3565613.3 |
 SY3126|---------------------------------------------------------------------|
 SY3126
 SY3126                          SUPERSEDED SURVEY CONTROL
 SY3126
 SY3126  NAD 83(1986)-  47 09 14.76574(N)    122 44 28.61552(W) AD(       ) 2
 SY3126  NAD 27      -  47 09 15.41100(N)    122 44 24.15700(W) AD(       ) 2
 SY3126  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 SY3126
 SY3126.Superseded values are not recommended for survey control.
 SY3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3126.See file dsdata.txt to determine how the superseded data were derived.
 SY3126
 SY3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1961322322(NAD 83)
 SY3126_MARKER: DS = TRIANGULATION STATION DISK
 SY3126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3126_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3126
 SY3126  HISTORY     - Date     Condition        Report By
 SY3126  HISTORY     - 1924     MONUMENTED       CGS
 SY3126  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SY3126  HISTORY     - 1979     GOOD             NGS
 SY3126
 SY3126                          STATION DESCRIPTION
 SY3126
 SY3126'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3126'ALONG THE BEACH ON POINT TREBLE AND ON THE W SIDE THEREOF.  IT IS
 SY3126'ON ANDERSON ISLAND AND AT THE ENTRANCE TO DRAYTON PASSAGE.  THE
 SY3126'POINT IS COVERED BY ABOUT 1 FOOT OF WATER AT HIGH TIDE.  THE
 SY3126'STATION IS 20 FEET FROM THE EDGE OF SOME SMALL UNDERBRUSH ALONG
 SY3126'THE BEACH.  JOHNSON POINT IS VISIBLE FROM THE STATION AND IF A
 SY3126'LINE WERE RUN DOWN THE BEACH AND TANGENT TO THE SAME IN A
 SY3126'SOUTHERLY DIRECTION IT WOULD PASS THRU STATION QUA ON THE
 SY3126'MAINLAND.
 SY3126'
 SY3126'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3126'CONCRETE.
 SY3126'
 SY3126'TWO REFERENCE MARKS ARE PLACED ON EITHER SIDE OF THE STATION AND
 SY3126'ARE AT THE HIGH-WATER LINE.
 SY3126'
 SY3126'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3126
 SY3126                          STATION RECOVERY (1935)
 SY3126
 SY3126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3126'STATION DESTROYED.
 SY3126'
 SY3126'FOUND SECTIONS OF MONUMENTS WASHED OUT.
 SY3126'
 SY3126'ESTABLISHED NEW STATION AGE 2 - 1935.
 SY3126
 SY3126                          STATION RECOVERY (1979)
 SY3126
 SY3126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SY3126'THE STATION MARK WAS RECOVERED IN GOOD CONDITION. REFERENCE MARKS
 SY3126'1 AND 2 WERE SEARCHED FOR AND WERE NOT FOUND AND THEY ARE
 SY3126'BELIEVED TO HAVE BEEN DESTROYED. REFERENCE MARKS 3 AND 4 WERE SET
 SY3126'AT THIS DATE. A NEW DESCRIPTION FOLLOWS.
 SY3126'THE STATION IS LOCATED ON THE BEACH, ON ANDERSON ISLAND, AT
 SY3126'TREBLE POINT, AT THE EAST SIDE OF THE ENTRANCE TO DRAYTON HARBOR
 SY3126'AND IN FRONT OF THE SECOND CABIN LOT NORTHWARD FROM THE SOUTH END
 SY3126'OF THE ISLAND.
 SY3126'
 SY3126'THE STATION WAS REACHED BY BOAT, LANDING AT THE
 SY3126'STATION SITE.
 SY3126'
 SY3126'THE STATION IS A STANDARD CGS DISK
 SY3126'STAMPED---AGE 1924---,
 SY3126'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 SY3126'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 SY3126'13.4 METERS (44 FT) NORTH-NORTHWEST FROM A SET OF STEPS LEADING
 SY3126'TO A CABIN.
 SY3126'1.2 METERS (4 FT) NORTH FROM THE GRAVEL LINE ON THE BEACH.
 SY3126'
 SY3126'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 SY3126'STAMPED---AGE 1924 NO 3 1979---,
 SY3126'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 SY3126'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 SY3126'21.3 METERS (70 FT) EAST FROM A SET OF STEPS LEADING A CABIN.
 SY3126'1.8 METERS (6 FT) NORTH FROM THE EDGE OF THE BRUSH.
 SY3126'MARK IS ABOVE STATION 0.9 METERS.
 SY3126'
 SY3126'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 SY3126'STAMPED---AGE 1924 NO 4 1979---,
 SY3126'SET IN THE TOP OF A 0.3 METER SQUARISH, BURIED
 SY3126'BOULDER, PROJECTING 0.2 METER ABOVE THE BEACH.
 SY3126'7.0 METERS (23 FT) EAST FROM A SET OF STEPS LEADING TO A CABIN,
 SY3126'1.5 METERS (5 FT) NORTH FROM THE EDGE OF THE BRUSH AND SET ON A
 SY3126'SLANT.
 SY3126'MARK IS ABOVE STATION 0.6 METERS.
 SY3126'
 SY3126'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5078 ***********************************************************************
 SY5078  DESIGNATION -  AGE 1916
 SY5078  PID         -  SY5078
 SY5078  STATE/COUNTY-  WA/KITSAP
 SY5078  USGS QUAD   -  SUQUAMISH (1981)
 SY5078
 SY5078                         *CURRENT SURVEY CONTROL
 SY5078  ___________________________________________________________________
 SY5078* NAD 83(1991)-  47 42 46.13429(N)    122 33 46.37098(W)     ADJUSTED  
 SY5078* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5078  ___________________________________________________________________
 SY5078  LAPLACE CORR-         -12.15  (seconds)                    DEFLEC99
 SY5078  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 SY5078
 SY5078  HORZ ORDER  -  THIRD
 SY5078
 SY5078.The horizontal coordinates were established by classical geodetic methods
 SY5078.and adjusted by the National Geodetic Survey in December 1991..
 SY5078
 SY5078.The orthometric height was scaled from a topographic map.
 SY5078
 SY5078.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5078
 SY5078.The geoid height was determined by GEOID03.
 SY5078
 SY5078;                    North         East     Units Scale Factor Converg.
 SY5078;SPC WA N     -    80,710.355   370,232.410   MT  0.99996711   -1 17 15.7
 SY5078;SPC WA N     -   264,797.22  1,214,670.83   sFT  0.99996711   -1 17 15.7
 SY5078;UTM  10      - 5,284,474.142   532,787.651   MT  0.99961321   +0 19 24.2
 SY5078
 SY5078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5078!SPC WA N     -   1.00000329  x   0.99996711  =   0.99997040
 SY5078!UTM  10      -   1.00000329  x   0.99961321  =   0.99961650
 SY5078
 SY5078:                Primary Azimuth Mark                     Grid Az
 SY5078:SPC WA N     -  RIDGE 1916                               044 03 05.4
 SY5078:UTM  10      -  RIDGE 1916                               042 26 25.5
 SY5078
 SY5078|---------------------------------------------------------------------|
 SY5078| PID    Reference Object                     Distance      Geod. Az  |
 SY5078|                                                           dddmmss.s |
 SY5078| SY5079 RIDGE 1916                          453.675 METERS 0424549.7 |
 SY5078| SY5108 HILL                                410.655 METERS 2632813.4 |
 SY5078| SY5099 SAP 1916                            297.335 METERS 29327     |
 SY5078| SY5167 KIT 1916                            311.350 METERS 33046     |
 SY5078| SY5170 MISH 1916                           423.124 METERS 3535501.6 |
 SY5078|---------------------------------------------------------------------|
 SY5078
 SY5078                          SUPERSEDED SURVEY CONTROL
 SY5078
 SY5078  NAD 83(1986)-  47 42 46.12973(N)    122 33 46.37586(W) AD(       ) 3
 SY5078  NAD 27      -  47 42 46.78600(N)    122 33 41.88700(W) AD(       ) 3
 SY5078
 SY5078.Superseded values are not recommended for survey control.
 SY5078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5078.See file dsdata.txt to determine how the superseded data were derived.
 SY5078
 SY5078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3278884474(NAD 83)
 SY5078_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5078_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 SY5078_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SY5078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5078
 SY5078  HISTORY     - Date     Condition        Report By
 SY5078  HISTORY     - 1916     MONUMENTED       CGS
 SY5078  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5078  HISTORY     - 19990301 MARK NOT FOUND   USPSQD
 SY5078
 SY5078                          STATION DESCRIPTION
 SY5078
 SY5078'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY5078'ON THE ROUNDED SAND AND GRAVEL BEACH ON THE SHORE OF AGATE PASS,
 SY5078'JUST INSHORE FROM A 7- BY 7- BY 4-FOOT GRAY GRANITE BOULDER IN
 SY5078'WHICH REFERENCE MARK IS SET AND WHICH IS THE MOST PROMINENT SHORE
 SY5078'LINE FEATURE ON THAT SHORE, SINCE IT APPEARS ON THE TANGENT FROM
 SY5078'BOTH N AND S OF THE STATION.  SEVERAL BOULDERS OF DIFFERENT SIZES
 SY5078'ARE SCATTERED ON THIS BEACH.  THE ARROW IN THE REFERENCE MARK
 SY5078'DOES NOT POINT TO THE STATION, BUT THE LINE OF THE ARROW PASSES
 SY5078'N OF THE STATION AT A DISTANCE OF 4 FEET 10 INCHES.
 SY5078'
 SY5078'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE TOP
 SY5078'OF A TILE AS DESCRIBED IN NOTE 6A.
 SY5078'
 SY5078'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BOULDER AS
 SY5078'DESCRIBED IN NOTE 12C.
 SY5078'
 SY5078'THE SHORE AT THIS POINT IS SUBJECTED TO HEAVY WASH FROM PASSING
 SY5078'BOATS AND CHANGES ARE TO BE EXPECTED, WHICH MAY REMOVE THE MARK
 SY5078'OR COVER IT UP.
 SY5078
 SY5078                          STATION RECOVERY (1934)
 SY5078
 SY5078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5078'RECOVERED REFERENCE MARK.  STATION MARK WASHED OUT AND
 SY5078'DESTROYED - FOUND PIECES OF TILE.  ESTABLISHED NEW STATION AGE 2.
 SY5078
 SY5078                          STATION RECOVERY (1999)
 SY5078
 SY5078'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY5078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5074 ***********************************************************************
 SY5074  DESIGNATION -  AGE 2
 SY5074  PID         -  SY5074
 SY5074  STATE/COUNTY-  WA/KITSAP
 SY5074  USGS QUAD   -  SUQUAMISH (1981)
 SY5074
 SY5074                         *CURRENT SURVEY CONTROL
 SY5074  ___________________________________________________________________
 SY5074* NAD 83(1991)-  47 42 46.24701(N)    122 33 46.51069(W)     ADJUSTED  
 SY5074* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY5074  ___________________________________________________________________
 SY5074  LAPLACE CORR-         -12.15  (seconds)                    DEFLEC99
 SY5074  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 SY5074
 SY5074  HORZ ORDER  -  SECOND
 SY5074
 SY5074.The horizontal coordinates were established by classical geodetic methods
 SY5074.and adjusted by the National Geodetic Survey in December 1991..
 SY5074
 SY5074.The orthometric height was scaled from a topographic map.
 SY5074
 SY5074.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5074
 SY5074.The geoid height was determined by GEOID03.
 SY5074
 SY5074;                    North         East     Units Scale Factor Converg.
 SY5074;SPC WA N     -    80,713.901   370,229.577   MT  0.99996710   -1 17 15.8
 SY5074;SPC WA N     -   264,808.86  1,214,661.54   sFT  0.99996710   -1 17 15.8
 SY5074;UTM  10      - 5,284,477.605   532,784.720   MT  0.99961321   +0 19 24.0
 SY5074
 SY5074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5074!SPC WA N     -   1.00000345  x   0.99996710  =   0.99997055
 SY5074!UTM  10      -   1.00000345  x   0.99961321  =   0.99961666
 SY5074
 SY5074:                Primary Azimuth Mark                     Grid Az
 SY5074:SPC WA N     -  RIDGE 2 1934                             044 05 57.7
 SY5074:UTM  10      -  RIDGE 2 1934                             042 29 17.9
 SY5074
 SY5074|---------------------------------------------------------------------|
 SY5074| PID    Reference Object                     Distance      Geod. Az  |
 SY5074|                                                           dddmmss.s |
 SY5074| SY5088 RIDGE 2 1934                        451.494 METERS 0424841.9 |
 SY5074| AH6897 AGE 2 RM 1                           25.670 METERS 06004     |
 SY5074| SY5111 HILL 2 1934                         400.543 METERS 2623515.9 |
 SY5074| AH6898 AGE 2 RM 2                            0.385 METERS 26335     |
 SY5074| SY5173 KITSAP                              285.122 METERS 30612     |
 SY5074| SY5160 MISH 2                              388.766 METERS 35024     |
 SY5074|---------------------------------------------------------------------|
 SY5074
 SY5074                          SUPERSEDED SURVEY CONTROL
 SY5074
 SY5074  NAD 83(1986)-  47 42 46.24245(N)    122 33 46.51558(W) AD(       ) 2
 SY5074  NAD 27      -  47 42 46.89700(N)    122 33 42.02800(W) AD(       ) 2
 SY5074
 SY5074.Superseded values are not recommended for survey control.
 SY5074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5074.See file dsdata.txt to determine how the superseded data were derived.
 SY5074
 SY5074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3278584478(NAD 83)
 SY5074_MARKER: DS = TRIANGULATION STATION DISK
 SY5074_SETTING: 80 = SET IN A BOULDER
 SY5074_STAMPING: AGE 2 1934
 SY5074_MARK LOGO: CGS   
 SY5074_PROJECTION: FLUSH
 SY5074_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5074+STABILITY: SURFACE MOTION
 SY5074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5074+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1984
 SY5074
 SY5074  HISTORY     - Date     Condition        Report By
 SY5074  HISTORY     - 1934     MONUMENTED       CGS
 SY5074  HISTORY     - 19840503 GOOD             NGS
 SY5074
 SY5074                          STATION DESCRIPTION
 SY5074
 SY5074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5074'STATION LOCATED ON THE E SHORE OF AGATE PASSAGE NEAR THE S END
 SY5074'AND ABOUT 0.7 MILE (NAUTICAL) SW OF POINT AGATE.
 SY5074'
 SY5074'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE ON A LARGE
 SY5074'CONSPICUOUS BOULDER ABOUT 25 FEET FROM THE FOOT OF THE BANK.
 SY5074'
 SY5074'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A SMALL FLAT BOULDER
 SY5074'TO THE NE AND ABOUT 10 FEET FROM THE FOOT OF THE BANK.
 SY5074'
 SY5074'REFERENCE MARK NO.2 IS THE OLD REFERENCE MARK WHICH IS SET IN
 SY5074'THE SAME BOULDER AS THE STATION MARK AND IS TO THE W OF THE
 SY5074'STATION MARK.  A NEW ARROW WAS CHISELED ON IT.
 SY5074
 SY5074                          STATION RECOVERY (1984)
 SY5074
 SY5074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 SY5074'THE STATION IS LOCATED ON THE EAST SHORE LINE OF AGATE PASSAGE, 1.1 KM
 SY5074'(0.70 MI) SOUTHWEST OF AGATE POINT, 0.16 KM (0.10 MI) NORTHEAST OF THE
 SY5074'BRIDGE OVER AGATE PASSAGE, ON THE BEACH IN FRONT OF THE HOME OF MRS.
 SY5074'MILDRED REITAN AT 666 REITAN ROAD. TO REACH FROM THE POST OFFICE IN
 SY5074'SUQUAMISH, GO SOUTH ON SUQUAMISH ROAD FOR 2.74 KM (1.70 MI) TO THE
 SY5074'JUNCTION OF STATE ROUTE 305.  TURN LEFT AND GO SOUTHEAST ON STATE
 SY5074'ROUTE 305 FOR 0.64 KM (0.40 MI) TO THE EAST END OF THE BRIDGE OVER
 SY5074'AGATE PASSAGE.  CONTINUE AHEAD ON STATE ROUTE 305 FOR 0.16 KM (0.10
 SY5074'MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH AND NORTHWEST ON
 SY5074'REITAN ROAD FOR 0.16 KM (0.10 MI) TO A DRIVEWAY ON THE RIGHT AND A
 SY5074'MAILBOX 666 REITAN ROAD.  TURN RIGHT ONTO THE DRIVEWAY FOR 0.16 KM
 SY5074'(0.10 MI) TO THE HOME OF MILDRED REITAN AND THE STATION ON THE BEACH
 SY5074'BELOW HER HOME. THE MARK IS SET IN A DRILL HOLE IN A BOULDER THAT IS
 SY5074'3.0 M (9.8 FT) IN THE LARGEST DIMENSION.  IT IS 25.618 M (84.048 FT)
 SY5074'WEST-SOUTHWEST OF REFERENCE MARK 1, 0.385 M (1.263 FT) WEST OF
 SY5074'REFERENCE MARK 2, 6.243 M (20.482 FT) SOUTH-SOUTHEAST OF REFERENCE
 SY5074'MARK 3, 6.517 M (21.381 FT) WEST OF REFERENCE MARK 4, 11.9 M (39.0 FT)
 SY5074'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE DOCK, 6.4 M (21.0 FT)
 SY5074'WEST OF THE SEAWALL AND AT THE HIGH WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0243 ***********************************************************************
 TS0243  DESIGNATION -  AGENCY
 TS0243  PID         -  TS0243
 TS0243  STATE/COUNTY-  WA/CLALLAM
 TS0243  USGS QUAD   -  NEAH BAY (1984)
 TS0243
 TS0243                         *CURRENT SURVEY CONTROL
 TS0243  ___________________________________________________________________
 TS0243* NAD 83(1991)-  48 21 42.56868(N)    124 34 59.76176(W)     ADJUSTED  
 TS0243* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 TS0243  ___________________________________________________________________
 TS0243  LAPLACE CORR-           8.38  (seconds)                    DEFLEC99
 TS0243  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 TS0243
 TS0243  HORZ ORDER  -  SECOND
 TS0243
 TS0243.The horizontal coordinates were established by classical geodetic methods
 TS0243.and adjusted by the National Geodetic Survey in December 1991..
 TS0243
 TS0243.The orthometric height was scaled from a topographic map.
 TS0243
 TS0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0243
 TS0243.The geoid height was determined by GEOID03.
 TS0243
 TS0243;                    North         East     Units Scale Factor Converg.
 TS0243;SPC WA N     -   158,180.943   222,245.724   MT  0.99995130   -2 47 30.8
 TS0243;SPC WA N     -   518,965.31    729,151.18   sFT  0.99995130   -2 47 30.8
 TS0243;UTM  10      - 5,357,727.917   382,725.329   MT  0.99976898   -1 11 00.2
 TS0243
 TS0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0243!SPC WA N     -   0.99997925  x   0.99995130  =   0.99993056
 TS0243!UTM  10      -   0.99997925  x   0.99976898  =   0.99974824
 TS0243
 TS0243|---------------------------------------------------------------------|
 TS0243| PID    Reference Object                     Distance      Geod. Az  |
 TS0243|                                                           dddmmss.s |
 TS0243| DD9307 AGENCY RM 2                           6.220 METERS 11357     |
 TS0243| TS0170 NEAH WEST                           APPROX. 3.2 KM 2832440.9 |
 TS0243| DD9306 AGENCY RM 1                           4.093 METERS 32128     |
 TS0243|---------------------------------------------------------------------|
 TS0243
 TS0243                          SUPERSEDED SURVEY CONTROL
 TS0243
 TS0243  NAD 83(1986)-  48 21 42.56868(N)    124 34 59.76367(W) AD(       ) 2
 TS0243  NAD 27      -  48 21 43.31200(N)    124 34 54.92300(W) AD(       ) 2
 TS0243
 TS0243.Superseded values are not recommended for survey control.
 TS0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0243.See file dsdata.txt to determine how the superseded data were derived.
 TS0243
 TS0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU8272557728(NAD 83)
 TS0243_MARKER: Z = SEE DESCRIPTION
 TS0243_SETTING: 0 = UNSPECIFIED SETTING
 TS0243
 TS0243  HISTORY     - Date     Condition        Report By
 TS0243  HISTORY     - 1942     MONUMENTED       CGS
 TS0243
 TS0243                          STATION DESCRIPTION
 TS0243
 TS0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TS0243'LOCATED ABOUT 0.8 MILE SE OF BAADAH POINT, ON HIGHEST KNOLL AT N
 TS0243'END OF A RAGGED RIDGE BETWEEN COAST GUARD CREEK AND AGENCY
 TS0243'CREEK.  ELEVATION IS ABOUT 480 FEET.  THERE ARE TWO KNOLLS ON THE
 TS0243'RIDGE AT ABOUT THE SAME ELEVATION SE OF STATION AND TWO LOWER
 TS0243'PEAKS N OF STATION WHICH ARE WOODED WITH YOUNG TREES.  THE COAST
 TS0243'GUARD BUILDING AND DOCK ARE VISIBLE FROM STATION.  THERE IS A
 TS0243'CONSPICUOUS SCRAGGLY SNAG ABOUT 75 METERS S OF THE STATION.  THE
 TS0243'STATION IS AT THE EDGE OF W SLOPE OF KNOLL, 9 FEET N OF A 15-FOOT
 TS0243'SNAG, AND 7.3 FEET N OF A STUMP 4 FEET IN DIAMETER.
 TS0243'
 TS0243'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AT THE
 TS0243'CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.
 TS0243'
 TS0243'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 2-INCH
 TS0243'CAST-IRON PIPE, 13.4 FEET NW OF THE STATION, AT THE BASE OF ROOTS
 TS0243'OF AN OVERTURNED TREE TRUNK.
 TS0243'
 TS0243'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CAST-IRON PIPE,
 TS0243'20.4 FEET E OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1093 ***********************************************************************
 TP1093  DESIGNATION -  AGENCY
 TP1093  PID         -  TP1093
 TP1093  STATE/COUNTY-  WA/OKANOGAN
 TP1093  USGS QUAD   -  BELVEDERE (1993)
 TP1093
 TP1093                         *CURRENT SURVEY CONTROL
 TP1093  ___________________________________________________________________
 TP1093* NAD 83(1991)-  48 06 42.81238(N)    118 58 01.34665(W)     ADJUSTED  
 TP1093* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 TP1093  ___________________________________________________________________
 TP1093  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 TP1093  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 TP1093
 TP1093  HORZ ORDER  -  FIRST
 TP1093
 TP1093.The horizontal coordinates were established by classical geodetic methods
 TP1093.and adjusted by the National Geodetic Survey in December 1991..
 TP1093
 TP1093.The orthometric height was scaled from a topographic map.
 TP1093
 TP1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1093
 TP1093.The geoid height was determined by GEOID03.
 TP1093
 TP1093;                    North         East     Units Scale Factor Converg.
 TP1093;SPC WA N     -   125,307.666   638,949.672   MT  0.99994226   +1 23 22.2
 TP1093;SPC WA N     -   411,113.57  2,096,287.38   sFT  0.99994226   +1 23 22.2
 TP1093;UTM  11      - 5,330,608.056   353,588.264   MT  0.99986340   -1 27 52.6
 TP1093
 TP1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1093!SPC WA N     -   0.99988356  x   0.99994226  =   0.99982583
 TP1093!UTM  11      -   0.99988356  x   0.99986340  =   0.99974698
 TP1093
 TP1093|---------------------------------------------------------------------|
 TP1093| PID    Reference Object                     Distance      Geod. Az  |
 TP1093|                                                           dddmmss.s |
 TP1093| CF1850 AGENCY RM 1                          15.661 METERS 04050     |
 TP1093| CF1849 AGENCY RM                                          13803     |
 TP1093| CF1851 AGENCY RM 2                          11.478 METERS 13804     |
 TP1093| CF1848 AGENCY AZ MK                                       2295730.9 |
 TP1093| TP1136 WHITMORE LOOKOUT TOWER              APPROX.22.2 KM 2900735.6 |
 TP1093| TP1094 INDIAN AGENCY FLAGPOLE              APPROX. 2.4 KM 3491108.4 |
 TP1093|---------------------------------------------------------------------|
 TP1093
 TP1093                          SUPERSEDED SURVEY CONTROL
 TP1093
 TP1093  NAD 83(1986)-  48 06 42.82329(N)    118 58 01.34413(W) AD(       ) 1
 TP1093  NAD 27      -  48 06 43.26400(N)    118 57 57.26100(W) AD(       ) 1
 TP1093
 TP1093.Superseded values are not recommended for survey control.
 TP1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1093.See file dsdata.txt to determine how the superseded data were derived.
 TP1093
 TP1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP5358830608(NAD 83)
 TP1093_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1093_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TP1093_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TP1093
 TP1093  HISTORY     - Date     Condition        Report By
 TP1093  HISTORY     - 1936     MONUMENTED       CGS
 TP1093  HISTORY     - 1945     GOOD             USGS
 TP1093  HISTORY     - 1969     SEE DESCRIPTION  BPA
 TP1093  HISTORY     - 1972     SEE DESCRIPTION  WAA
 TP1093  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TP1093
 TP1093                          STATION DESCRIPTION
 TP1093
 TP1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 TP1093'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH BARE HILL, 4 MILES
 TP1093'S OF NESPELEM, 2 MILES S OF THE INDIAN AGENCY, 2-3/4 MILES E OF
 TP1093'THE COLUMBIA RIVER AND 3/4 MILE E OF THE MASON CITY-NESPELEM ROAD,
 TP1093'IN T 30 N, R 31 E, AND 4.5 FEET FROM THE SHEEP BOUNDARY.
 TP1093'
 TP1093'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 TP1093'SET IN CONCRETE AT THE TOP OF A TILE, AS DESCRIBED IN NOTES 6A AND
 TP1093'13A.
 TP1093'
 TP1093'TO REACH THE STATION FROM NESPELEM, GO S ON THE MASON CITY ROAD
 TP1093'2 MILES TO THE CROSSROADS AT THE INDIAN AGENCY.  CONTINUE STRAIGHT
 TP1093'AHEAD FOR 2.4 MILES, TURN LEFT UPGRADE FOR 0.5 MILE TO WIRE
 TP1093'GATE.  CONTINUE 0.3 MILE PAST CABIN ON THE LEFT, AND GO 0.1 MILE
 TP1093'UP STEEP HILL THROUGH WIRE GATE (WATER TROUGH ON LEFT).  CONTINUE
 TP1093'UP STEEP GRADE ACROSS COUNTRY TO END OF TRUCK TRAVEL.  (TRUCK
 TP1093'CAN BE DRIVEN TO STATION, BUT NOT ADVISABLE.) STATION IS ON THE
 TP1093'HIGHEST SUMMIT IN LOCALITY.
 TP1093
 TP1093                          STATION RECOVERY (1945)
 TP1093
 TP1093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 TP1093'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 TP1093
 TP1093                          STATION RECOVERY (1969)
 TP1093
 TP1093'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1969
 TP1093'STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK FOUND IN GOOD
 TP1093'CONDITION.  FOUND THE ANGLE FROM STATION MINERAL TO AGENCY AZIMUTH
 TP1093'MARK TO BE 274 DEG - 56 MIN - 11 SEC, INSTEAD OF 274 DEG - 51
 TP1093'MIN - 11 SEC AS SHOWN BY USC AND GS.  WE DID NOT CHECK THIS ANGLE
 TP1093'BY SIGHTING ON ANY OTHER STATION.  TO REACH THE STATION FROM
 TP1093'NESPELEM, GO SOUTH ON STATE HIGHWAY 155 2.0 MILES TO CROSSROADS
 TP1093'AT THE INDIAN AGENCY, CONTINUE SOUTH ON HIGHWAY 155 FOR 2.4
 TP1093'MILES TO SIDE ROAD AND GATE LEFT.  TURN LEFT THROUGH GATE AND
 TP1093'FOLLOW TRACK ROAD UPGRADE 0.2 MILES TO A GATE IN EAST-WEST
 TP1093'FENCE.  CONTINUE THROUGH GATE TURN RIGHT AND GO 0.3 MILES TO A
 TP1093'GATE.  PASS THROUGH GATE AND GO 0.1 MILE TO A GATE.  PASS
 TP1093'THROUGH GATE AND GO NORTH EAST 0.4 TO A GATE.  PASS THROUGH
 TP1093'GATE AND CROSS DRAW, FOLLOW ALONG DRAW EASTERLY 0.5 MILES TO HEAD
 TP1093'OF DRAW AND GATE.  PASS THROUGH GATE AND GO NORTH EAST 0.2
 TP1093'MILES TO STATION.
 TP1093
 TP1093                          STATION RECOVERY (1972)
 TP1093
 TP1093'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1972
 TP1093'AGENCY 1936 GOOD
 TP1093'
 TP1093'RM1 GOOD
 TP1093'
 TP1093'RM2 GOOD
 TP1093'
 TP1093'CAN DRIVE UP TO STATION BY MEANDERING ALONG BPA LINE AND THEN
 TP1093'GOING UP HILL EASIER THAN DESCRIPTION AFTER REACHING CABIN.
 TP1093
 TP1093                          STATION RECOVERY (1974)
 TP1093
 TP1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TP1093'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 TP1093'RECOVERED IN GOOD CONDITION.  OBSERVATIONS SHOW THE AZIMUTH TO THE
 TP1093'AZIMUTH MARK TO BE 49 57 32.2 INSTEAD OF 49 52 30.3, AS
 TP1093'PUBLISHED.  (AZIMUTH GIVEN IS SUBJECT TO ADJUSTMENT BY THE
 TP1093'ROCKVILLE OFFICE).  THE ANGLE BETWEEN THE REFERENCE MARKS CHECKS
 TP1093'WITHIN ONE MINUTE, BUT THE DISTANCE TO REFERENCE MARK NO. 2 WAS
 TP1093'FOUND TO BE 3.014 METERS SHORTER THAN THE 1936 DISTANCE.  THERE
 TP1093'ARE NO VISIBLE SIGNS OF THE MARKS HAVING BEEN DISTURBED.
 TP1093'
 TP1093'THE STATION IS ON A HIGH GRASSY HILL 4 MILES SOUTH OF NESPELEM,
 TP1093'2 MILES SOUTH OF THE COLVILLE TRIBAL PARK, 2-3/4 MILES EAST OF THE
 TP1093'COLUMBIA RIVER AND 0.2 MILE EAST OF THE BARE, BLACK SHALE POINT
 TP1093'AT THE WEST END OF A RIDGE.
 TP1093'
 TP1093'TO REACH FROM THE CROSSROADS IN NESPELEM, GO SOUTH ON STATE
 TP1093'HIGHWAY 155 FOR 2.2 MILES TO A CROSSROAD WITH THE COLVILLE TRIBAL
 TP1093'PARK IN THE SOUTHEAST ANGLE.  CONTINUE SOUTH ON STATE HIGHWAY 155
 TP1093'FOR 2.65 MILES TO A GATE ON THE LEFT.  TURN LEFT, THROUGH GATE
 TP1093'AND FOLLOW THE FARM ROAD EAST AND NORTH FOR 0.2 MILE TO A GATE AT
 TP1093'THE SOUTHWEST CORNER OF A WOODEN CORRAL.  CONTINUE NORTHERLY ON
 TP1093'THE TRACK ROAD 0.4 MILE, PASS THROUGH THE GATE IN A NORTH-SOUTH
 TP1093'FENCELINE, CONTINUE EAST 0.2 MILE TO AN OLD HOUSE ON THE
 TP1093'LEFT.  FOLLOW TRACK ROAD SOUTH ABOUT 50 YARDS, EAST 50 YARDS
 TP1093'TO A GATE IN A NORTH-SOUTH FENCE (UNDER A NORTH-SOUTH POWER
 TP1093'LINE) CONTINUE EAST 50 YARDS, SOUTH 50 YARDS, PASS THROUGH
 TP1093'ANOTHER GATE, CONTINUE SOUTH 50 YARDS TO A Y, KEEP LEFT AND
 TP1093'FOLLOW TRACK ROAD NORTHEAST 0.1 MILE, THEN NORTH AND NORTHWEST
 TP1093'0.1 MILE TO A GATE IN AN EAST-WEST FENCE.  PASS THROUGH GATE
 TP1093'AND FOLLOW DIM ROAD NORTH AND EAST 0.1 MILE TO A BULLDOZED
 TP1093'FIREBREAK (AZIMUTH MARK IS ON THE GRASSY KNOB WHICH IS VISIBLE
 TP1093'TO THE EAST-NORTHEAST AND ABOUT 200 YARDS SOUTH OF THE BLACK
 TP1093'SHALE POINT ON THE WEST END OF A RIDGE).  CROSS THE FIREBREAK
 TP1093'AND GO EAST FOLLOWING THE SHALLOW DRAW ALONG THE TOP OF THE
 TP1093'WIDE RIDGE FOR 0.1 MILE TO A 14-FOOT DIAMETER, 8 FOOT HIGH
 TP1093'BOULDER AT THE FOOT OF A STEEP INCLINE AND THE END OF TRUCK
 TP1093'TRAVEL FOR A 2-WHEEL DRIVE VEHICLE.  (HILL IS TOO STEEP, MIGHT
 TP1093'FIND A GENTLER SLOPE BY SEARCHING).  WALK EAST ALONG THE SUMMIT
 TP1093'OF THE RIDGE ABOUT 1/4 MILE TO THE AZIMUTH MARK, CONTINUE
 TP1093'EAST 0.1 MILE TO A NORTH-SOUTH FENCE, CROSS FENCE AND GO
 TP1093'NORTHEAST 0.2 MILE TO THE STATION ON THE HIGHEST POINT IN THE
 TP1093'IMMEDIATE AREA.
 TP1093'
 TP1093'THE STATION MARK, STAMPED AGENCY 1936, IS A STANDARD DISK SET IN
 TP1093'THE BELL END OF A 4 INCH SOIL PIPE WHICH PROJECTS 6 INCHES.  IT IS
 TP1093'ON THE HIGHEST PART OF THE MIDDLE HUMP OF A NORTHEAST-SOUTHWEST
 TP1093'RIDGE, THE SUMMIT ABOUT 150 YARDS TO THE NORTHEAST APPEARS TO BE
 TP1093'ABOUT 10 FEET LOWER, AND THE SUMMIT ABOUT 200 YARDS SOUTHWEST
 TP1093'APPEARS ABOUT 25 FEET LOWER.  STATION MARK IS IN THE MIDDLE OF A
 TP1093'PILE OF ROCKS.
 TP1093'
 TP1093'REFERENCE MARK NO. 1, STAMPED AGENCY NO 1 1936, IS A STANDARD
 TP1093'DISK SET IN THE BELL END OF A 4-INCH SOIL PIPE WHICH PROJECTS 4
 TP1093'INCHES.  THE MARK IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 TP1093'
 TP1093'REFERENCE MARK NO. 2, STAMPED AGENCY NO 1936, (NO NUMBER STAMPED
 TP1093'AFTER NO), IS A STANDARD DISK SET IN THE BELL END OF A 4-INCH SOIL
 TP1093'PIPE, ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 TP1093'
 TP1093'THE AZIMUTH MARK, STAMPED AGENCY 1936, IS A STANDARD DISK SET IN
 TP1093'THE BELL END OF A 4-INCH SOIL PIPE ON A GRASSY HUMP ON THE WESTERN
 TP1093'END OF A SHORT SPUR RIDGE ABOUT 200 YARDS SOUTH OF THE BLACK SHALE
 TP1093'POINT ON THE WESTERN END OF A RIDGE AND 1 FOOT NORTH OF A METAL
 TP1093'WITNESS POST.
 TP1093'
 TP1093'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TP1093'4 MILES SOUTH OF NESPELEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0247 ***********************************************************************
 TS0247  DESIGNATION -  AGENCY NORTH GABLE
 TS0247  PID         -  TS0247
 TS0247  STATE/COUNTY-  WA/CLALLAM
 TS0247  USGS QUAD   -  NEAH BAY (1984)
 TS0247
 TS0247                         *CURRENT SURVEY CONTROL
 TS0247  ___________________________________________________________________
 TS0247* NAD 83(1991)-  48 22 19.66946(N)    124 35 25.76023(W)     ADJUSTED  
 TS0247* NAVD 88     -                                                        
 TS0247  ___________________________________________________________________
 TS0247  LAPLACE CORR-           8.95  (seconds)                    DEFLEC99
 TS0247  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 TS0247
 TS0247  HORZ ORDER  -  THIRD
 TS0247
 TS0247.The horizontal coordinates were established by classical geodetic methods
 TS0247.and adjusted by the National Geodetic Survey in December 1991..
 TS0247
 TS0247
 TS0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0247
 TS0247.The geoid height was determined by GEOID03.
 TS0247
 TS0247;                    North         East     Units Scale Factor Converg.
 TS0247;SPC WA N     -   159,351.588   221,767.160   MT  0.99995208   -2 47 50.2
 TS0247;SPC WA N     -   522,806.00    727,581.09   sFT  0.99995208   -2 47 50.2
 TS0247;UTM  10      - 5,358,884.458   382,214.189   MT  0.99977046   -1 11 20.4
 TS0247
 TS0247                          SUPERSEDED SURVEY CONTROL
 TS0247
 TS0247  NAD 83(1986)-  48 22 19.66999(N)    124 35 25.76165(W) AD(       ) 4
 TS0247  NAD 27      -  48 22 20.41000(N)    124 35 20.93000(W) AD(       ) 3
 TS0247
 TS0247.Superseded values are not recommended for survey control.
 TS0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0247.See file dsdata.txt to determine how the superseded data were derived.
 TS0247
 TS0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU8221458884(NAD 83)
 TS0247
 TS0247  HISTORY     - Date     Condition        Report By
 TS0247  HISTORY     - UNK      MONUMENTED
 TS0247  HISTORY     - 1934     SEE DESCRIPTION  USE
 TS0247
 TS0247                          STATION DESCRIPTION
 TS0247
 TS0247'DESCRIBED BY US ENGINEERS 1934
 TS0247'BUILDING BURNED LAST YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1177 ***********************************************************************
 TR1177  DESIGNATION -  AGRICHEM PLANT E GABLE
 TR1177  PID         -  TR1177
 TR1177  STATE/COUNTY-  WA/SKAGIT
 TR1177  USGS QUAD   -  LA CONNER (1973)
 TR1177
 TR1177                         *CURRENT SURVEY CONTROL
 TR1177  ___________________________________________________________________
 TR1177* NAD 83(1991)-  48 27 30.94528(N)    122 22 48.50426(W)     ADJUSTED  
 TR1177* NAVD 88     -                                                        
 TR1177  ___________________________________________________________________
 TR1177  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 TR1177  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 TR1177
 TR1177  HORZ ORDER  -  THIRD
 TR1177
 TR1177.The horizontal coordinates were established by classical geodetic methods
 TR1177.and adjusted by the National Geodetic Survey in December 1991..
 TR1177
 TR1177
 TR1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1177
 TR1177.The geoid height was determined by GEOID03.
 TR1177
 TR1177;                    North         East     Units Scale Factor Converg.
 TR1177;SPC WA N     -   163,322.398   385,608.025   MT  0.99995992   -1 09 05.9
 TR1177;SPC WA N     -   535,833.57  1,265,115.66   sFT  0.99995992   -1 09 05.9
 TR1177;UTM  10      - 5,367,458.845   545,827.372   MT  0.99962580   +0 27 50.3
 TR1177
 TR1177                          SUPERSEDED SURVEY CONTROL
 TR1177
 TR1177  NAD 83(1986)-  48 27 30.92691(N)    122 22 48.52057(W) AD(       ) 4
 TR1177  NAD 27      -  48 27 31.52898(N)    122 22 43.95349(W) AD(       ) 3
 TR1177
 TR1177.Superseded values are not recommended for survey control.
 TR1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1177.See file dsdata.txt to determine how the superseded data were derived.
 TR1177
 TR1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4582767459(NAD 83)
 TR1177_MARKER: 81 = GABLE
 TR1177
 TR1177  HISTORY     - Date     Condition        Report By
 TR1177  HISTORY     - 1978     FIRST OBSERVED   NGS
 TR1177  HISTORY     - 20050626 GOOD             USPSQD
 TR1177
 TR1177                          STATION DESCRIPTION
 TR1177
 TR1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 TR1177'THE STATION IS THE EAST GABLE OF THE TALL SECTION OF THE
 TR1177'AGRICHEM COMPANY PLANT LOCATED ON THE NORTH SIDE OF STATE
 TR1177'HIGHWAY 20 AND THE GREAT NORTHERN RAILROAD TRACK.  3-1/2 MILES
 TR1177'NORTHWEST OF MOUNT VERNON, 2-1/2 MILES WEST-SOUTHWEST OF
 TR1177'BURLINGTON AND IN THE SOUTHEAST CORNER OF SECTION 2, T 34 N,
 TR1177'R 3 E..
 TR1177
 TR1177                          STATION RECOVERY (2005)
 TR1177
 TR1177'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMS)
 TR1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3801 ***********************************************************************
 RD3801  DESIGNATION -  AHLE POINT LIGHT
 RD3801  PID         -  RD3801
 RD3801  STATE/COUNTY-  WA/COWLITZ
 RD3801  USGS QUAD   -  DEER ISLAND (1990)
 RD3801
 RD3801                         *CURRENT SURVEY CONTROL
 RD3801  ___________________________________________________________________
 RD3801* NAD 83(1991)-  45 59 53.18216(N)    122 50 41.42635(W)     ADJUSTED  
 RD3801* NAVD 88     -                                                        
 RD3801  ___________________________________________________________________
 RD3801  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 RD3801  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RD3801
 RD3801  HORZ ORDER  -  THIRD
 RD3801
 RD3801.The horizontal coordinates were established by classical geodetic methods
 RD3801.and adjusted by the National Geodetic Survey in December 1991..
 RD3801
 RD3801
 RD3801.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3801
 RD3801.The geoid height was determined by GEOID03.
 RD3801
 RD3801;                    North         East     Units Scale Factor Converg.
 RD3801;SPC WA S     -    76,589.235   318,387.509   MT  0.99996672   -1 42 11.8
 RD3801;SPC WA S     -   251,276.52  1,044,576.35   sFT  0.99996672   -1 42 11.8
 RD3801;UTM  10      - 5,093,848.775   512,014.757   MT  0.99960177   +0 06 41.8
 RD3801
 RD3801                          SUPERSEDED SURVEY CONTROL
 RD3801
 RD3801  NAD 83(1991)-  45 59 53.18216(N)    122 50 41.42635(W) AD(       ) 4
 RD3801  NAD 83(1986)-  45 59 53.19961(N)    122 50 41.42263(W) AD(       ) 4
 RD3801  NAD 27      -  45 59 53.78500(N)    122 50 37.03600(W) AD(       ) 3
 RD3801
 RD3801.Superseded values are not recommended for survey control.
 RD3801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3801.See file dsdata.txt to determine how the superseded data were derived.
 RD3801
 RD3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1201593849(NAD 83)
 RD3801
 RD3801  HISTORY     - Date     Condition        Report By
 RD3801  HISTORY     - 1937     MONUMENTED       CGS
 RD3801  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RD3801
 RD3801                          STATION DESCRIPTION
 RD3801
 RD3801'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3801'THIS STATION IS ONE OF THE CENTERS OF RESPECTIVE LIGHTS.
 RD3801
 RD3801                          STATION RECOVERY (1949)
 RD3801
 RD3801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RD3801'THIS LIGHT WAS REBUILT IN 1944 AND THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3802 ***********************************************************************
 RD3802  DESIGNATION -  AHLE POINT LIGHT
 RD3802  PID         -  RD3802
 RD3802  STATE/COUNTY-  WA/COWLITZ
 RD3802  USGS QUAD   -  DEER ISLAND (1990)
 RD3802
 RD3802                         *CURRENT SURVEY CONTROL
 RD3802  ___________________________________________________________________
 RD3802* NAD 83(1991)-  45 59 52.17764(N)    122 50 40.82130(W)     ADJUSTED  
 RD3802* NAVD 88     -                                                        
 RD3802  ___________________________________________________________________
 RD3802  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 RD3802  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RD3802
 RD3802  HORZ ORDER  -  THIRD
 RD3802
 RD3802.The horizontal coordinates were established by classical geodetic methods
 RD3802.and adjusted by the National Geodetic Survey in December 1991..
 RD3802
 RD3802
 RD3802.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3802
 RD3802.The geoid height was determined by GEOID03.
 RD3802
 RD3802;                    North         East     Units Scale Factor Converg.
 RD3802;SPC WA S     -    76,557.848   318,399.600   MT  0.99996677   -1 42 11.4
 RD3802;SPC WA S     -   251,173.54  1,044,616.02   sFT  0.99996677   -1 42 11.4
 RD3802;SPC OR N     -   261,688.652 2,318,392.413   MT  0.99999945   -1 39 46.1
 RD3802;SPC OR N     -   858,558.57  7,606,274.32   iFT  0.99999945   -1 39 46.1
 RD3802;UTM  10      - 5,093,817.798   512,027.832   MT  0.99960178   +0 06 42.2
 RD3802
 RD3802                          SUPERSEDED SURVEY CONTROL
 RD3802
 RD3802  NAD 83(1991)-  45 59 52.17764(N)    122 50 40.82130(W) AD(       ) 4
 RD3802  NAD 83(1986)-  45 59 52.19511(N)    122 50 40.81749(W) AD(       ) 4
 RD3802  NAD 27      -  45 59 52.77700(N)    122 50 36.43200(W) AD(       ) 3
 RD3802
 RD3802.Superseded values are not recommended for survey control.
 RD3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3802.See file dsdata.txt to determine how the superseded data were derived.
 RD3802
 RD3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1202893818(NAD 83)
 RD3802
 RD3802  HISTORY     - Date     Condition        Report By
 RD3802  HISTORY     - 1913     MONUMENTED       CGS
 RD3802  HISTORY     - 1937     SEE DESCRIPTION  CGS
 RD3802
 RD3802                          STATION DESCRIPTION
 RD3802
 RD3802'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3802'THIS STATION IS LOCATED ALONG THE COLUMBIA RIVER AND COASTS OF
 RD3802'OREGON AND NORTHERN CALIFORNIA, AND IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3912 ***********************************************************************
 RD3912  DESIGNATION -  AHLE POINT LIGHT 49
 RD3912  PID         -  RD3912
 RD3912  STATE/COUNTY-  WA/COWLITZ
 RD3912  USGS QUAD   -  DEER ISLAND (1990)
 RD3912
 RD3912                         *CURRENT SURVEY CONTROL
 RD3912  ___________________________________________________________________
 RD3912* NAD 83(1991)-  45 59 53.07821(N)    122 50 41.39329(W)     ADJUSTED  
 RD3912* NAVD 88     -                                                        
 RD3912  ___________________________________________________________________
 RD3912  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 RD3912  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RD3912
 RD3912  HORZ ORDER  -  THIRD
 RD3912
 RD3912.The horizontal coordinates were established by classical geodetic methods
 RD3912.and adjusted by the National Geodetic Survey in December 1991..
 RD3912
 RD3912
 RD3912.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3912
 RD3912.The geoid height was determined by GEOID03.
 RD3912
 RD3912;                    North         East     Units Scale Factor Converg.
 RD3912;SPC WA S     -    76,586.006   318,388.124   MT  0.99996672   -1 42 11.8
 RD3912;SPC WA S     -   251,265.92  1,044,578.37   sFT  0.99996672   -1 42 11.8
 RD3912;SPC OR N     -   261,716.803 2,318,380.917   MT  0.99999951   -1 39 46.5
 RD3912;SPC OR N     -   858,650.93  7,606,236.60   iFT  0.99999951   -1 39 46.5
 RD3912;UTM  10      - 5,093,845.568   512,015.474   MT  0.99960177   +0 06 41.8
 RD3912
 RD3912                          SUPERSEDED SURVEY CONTROL
 RD3912
 RD3912  NAD 83(1991)-  45 59 53.07821(N)    122 50 41.39329(W) AD(       ) 4
 RD3912  NAD 83(1986)-  45 59 53.09563(N)    122 50 41.38935(W) AD(       ) 4
 RD3912  NAD 27      -  45 59 53.68068(N)    122 50 37.00461(W) AD(       ) 3
 RD3912
 RD3912.Superseded values are not recommended for survey control.
 RD3912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3912.See file dsdata.txt to determine how the superseded data were derived.
 RD3912
 RD3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1201593846(NAD 83)
 RD3912_MARKER: 12 = DOLPHIN
 RD3912
 RD3912  HISTORY     - Date     Condition        Report By
 RD3912  HISTORY     - 1973     FIRST OBSERVED   NGS
 RD3912
 RD3912                          STATION DESCRIPTION
 RD3912
 RD3912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 RD3912'LOCATED ABOUT 3/4 MILE SOUTH OF KALAMA, ON AHLE POINT, ABOUT 50
 RD3912'YARDS WEST OF THE EAST SHORE OF THE COLUMBIA RIVER.
 RD3912'
 RD3912'THE STATION IS THE FLASHING WHITE LIGHT ON AN OFFSHORE DOLPHIN,
 RD3912'DESIGNATED AS NO. 1548 IN THE PUBLICATION - LIGHT LIST, VOLUME III,
 RD3912'PACIFIC COAST AND PACIFIC ISLANDS (1973).  TWO DAYMARKS WITH THE
 RD3912'NUMBER 49 ARE DISPLAYED FROM THE SIDES OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2745 ***********************************************************************
 TR2745  DESIGNATION -  AHMOO 1978
 TR2745  PID         -  TR2745
 TR2745  STATE/COUNTY-  WA/WHATCOM
 TR2745  USGS QUAD   -  BIRCH POINT (1994)
 TR2745
 TR2745                         *CURRENT SURVEY CONTROL
 TR2745  ___________________________________________________________________
 TR2745* NAD 83(1986)-  48 59 16.     (N)    122 46 40.     (W)     SCALED    
 TR2745* NAVD 88     -         3.53   (+/-2cm)      11.6    (feet)  VERTCON   
 TR2745  ___________________________________________________________________
 TR2745  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 TR2745
 TR2745  VERT ORDER  -  THIRD ? (See Below)
 TR2745
 TR2745.The horizontal coordinates were scaled from a topographic map and have
 TR2745.an estimated accuracy of +/- 6 seconds.
 TR2745
 TR2745.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2745.The vertical order pertains to the NGVD 29 superseded value.
 TR2745
 TR2745.The geoid height was determined by GEOID03.
 TR2745
 TR2745;                    North         East    Units  Estimated Accuracy
 TR2745;SPC WA N     -   222,820.      357,690.      MT  (+/- 180 meters Scaled)
 TR2745
 TR2745                          SUPERSEDED SURVEY CONTROL
 TR2745
 TR2745  NGVD 29 (07/19/86)    2.30   (m)            7.5    (f) LEVELING    3  
 TR2745
 TR2745.Superseded values are not recommended for survey control.
 TR2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2745.See file dsdata.txt to determine how the superseded data were derived.
 TR2745
 TR2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV162261(NAD 83)
 TR2745_MARKER: DH = HORIZONTAL CONTROL DISK
 TR2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TR2745_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2745+STABILITY: SURFACE MOTION
 TR2745
 TR2745  HISTORY     - Date     Condition        Report By
 TR2745  HISTORY     - 1978     MONUMENTED       NOS
 TR2745
 TR2745                          STATION DESCRIPTION
 TR2745
 TR2745'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (RBM)
 TR2745'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF THE TOWN
 TR2745'OF BLAINE, ABOUT 1/2 MILE SOUTHWEST OF TONGUE POINT,
 TR2745'ON SEMIAHMOO SPIT BETWEEN SEMIAHMOO BAY AND DRAYTON HARBOR.
 TR2745'
 TR2745'TO REACH FROM THE POST OFFICE IN BLAINE, GO WEST ON H STREET
 TR2745'TO PEACE PORTAL DRIVE, TURN LEFT ON PEACE PORTAL DRIVE
 TR2745'AND GO 1.9 MILES, TURN RIGHT ON BLAINE ROAD AND GO 1.0
 TR2745'MILE, TURN RIGHT ON DRAYTON ISLAND ROAD AND GO 0.8 MILE TO A
 TR2745'ROAD FORK, TAKE RIGHT FORK(DRAYTON HARBOR ROAD)AND GO 1.6
 TR2745'MILES TO A ROAD FORK, TAKE RIGHT FORK (PRIVATE ROAD TO
 TR2745'ALASKA PACKERS) AND GO 1.25 MILES TO A ROAD FORK,
 TR2745'TURN LEFT ON A DIRT ROAD AND GO 0.05 MILE, TURN LEFT
 TR2745'ACROSS COUNTRY ABOUT 25 YARDS TO STATION.
 TR2745'
 TR2745'THE STATION IS A NATIONAL OCEAN SURVEY DISK
 TR2745'STAMPED---AHMOO 1978---SET IN AN 11 INCH SQUARE CONCRETE
 TR2745'MONUMENT PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.
 TR2745'IT IS 28 METERS SOUTHEAST OF THE MEAN HIGHWATER LINE,
 TR2745'AND 2.2 FEET SOUTHEAST OF A STEEL WITNESS POST.
 TR2745'
 TR2745'REFERENCE MARK 1 IS AN NATIONAL OCEAN SURVEY DISK
 TR2745'STAMPED---AHMOO 1978 RM 1---BRAZED TO THE TOP OF A 2 INCH
 TR2745'IN DIAMETER GALVANIZED IRON PIPE SET IN CONCRETE AND
 TR2745'PROJECTS 5 INCHES.  IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 TR2745'
 TR2745'REFERENCE MARK 2 IS A NATIONAL OCEAN SURVEY DISK
 TR2745'STAMPED---AHMOO 1978 RM 2---BRAZED TO THE OF A 2 INCH IN
 TR2745'DIAMETER GALVANIZED IRON PIPE PROJECTING 6 INCHES.
 TR2745'IT IS ON A LOW MOUND ABOUT 2 FEET HIGHER THAN THE STATION.
 TR2745'
 TR2745'THE HEIGHT OF THE TARGET WAS 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1120 ***********************************************************************
 SB1120  CBN         -  This is a Cooperative Base Network Control Station.
 SB1120  DESIGNATION -  AHTANUM
 SB1120  PID         -  SB1120
 SB1120  STATE/COUNTY-  WA/YAKIMA
 SB1120  USGS QUAD   -  YAKIMA WEST (1985)
 SB1120
 SB1120                         *CURRENT SURVEY CONTROL
 SB1120  ___________________________________________________________________
 SB1120* NAD 83(1998)-  46 30 59.56692(N)    120 35 33.81639(W)     ADJUSTED  
 SB1120* NAVD 88     -       762.0    (meters)    2500.     (feet)  VERTCON   
 SB1120  ___________________________________________________________________
 SB1120  X           -  -2,237,951.763 (meters)                     COMP
 SB1120  Y           -  -3,785,266.354 (meters)                     COMP
 SB1120  Z           -   4,605,483.797 (meters)                     COMP
 SB1120  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 SB1120  ELLIP HEIGHT-         740.78  (meters)          (07/03/01) GPS OBS
 SB1120  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 SB1120
 SB1120  HORZ ORDER  -  B
 SB1120  ELLP ORDER  -  FIFTH     CLASS I
 SB1120
 SB1120.The horizontal coordinates were established by GPS observations
 SB1120.and adjusted by the National Geodetic Survey in July 2001..
 SB1120.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB1120.DATUM ITEM on the data sheet items page.
 SB1120
 SB1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1120
 SB1120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB1120
 SB1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1120
 SB1120.The ellipsoidal height was determined by GPS observations
 SB1120.and is referenced to NAD 83.
 SB1120
 SB1120.The geoid height was determined by GEOID03.
 SB1120
 SB1120;                    North         East     Units Scale Factor Converg.
 SB1120;SPC WA S     -   131,517.870   492,884.816   MT  0.99991531   -0 04 02.5
 SB1120;SPC WA S     -   431,488.21  1,617,072.93   sFT  0.99991531   -0 04 02.5
 SB1120;UTM  10      - 5,154,257.352   684,655.771   MT  1.00001914   +1 44 49.7
 SB1120
 SB1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1120!SPC WA S     -   0.99988389  x   0.99991531  =   0.99979921
 SB1120!UTM  10      -   0.99988389  x   1.00001914  =   0.99990303
 SB1120
 SB1120:                Primary Azimuth Mark                     Grid Az
 SB1120:SPC WA S     -  YAKIMA ICE STORAGE CO STACK              031 34 39.9
 SB1120:UTM  10      -  YAKIMA ICE STORAGE CO STACK              029 45 47.7
 SB1120
 SB1120|---------------------------------------------------------------------|
 SB1120| PID    Reference Object                     Distance      Geod. Az  |
 SB1120|                                                           dddmmss.s |
 SB1120| SB1122 YAKIMA ICE STORAGE CO STACK         APPROX.11.9 KM 0313037.4 |
 SB1120| SB1124 LARSON                              APPROX.11.7 KM 0351558.1 |
 SB1120| SB1123 YAKIMA DEL MONTE CANNERY TANK       APPROX.11.2 KM 0354600.7 |
 SB1120| SB1065 YAKIMA CITY INCINERATOR STACK       APPROX.12.3 KM 0410206.8 |
 SB1120| CF5158 AHTANUM RM 2                         12.024 METERS 08241     |
 SB1120| SB1103 ZILLAH MUNICIPAL TANK               APPROX.28.5 KM 1154225.0 |
 SB1120| SB1108 WAPATO MUNICIPAL TANK               APPROX.15.5 KM 1200534.2 |
 SB1120| SB1101 TOPPENISH U AND I CO STACK          APPROX.25.2 KM 1222400.3 |
 SB1120| SB1102 TOPPENISH MUNICIPAL TANK            APPROX.26.7 KM 1250813.0 |
 SB1120| SB1110 SATUS PEAK LOOKOUT                  APPROX.31.3 KM 2031639.2 |
 SB1120| CF5157 AHTANUM RM 1                         16.478 METERS 34012     |
 SB1120| CF5156 AHTANUM AZ MK                                      3590431.7 |
 SB1120|---------------------------------------------------------------------|
 SB1120
 SB1120                          SUPERSEDED SURVEY CONTROL
 SB1120
 SB1120  NAD 83(1991)-  46 30 59.56547(N)    120 35 33.81638(W) AD(       ) B
 SB1120  ELLIP H (05/29/91)  740.89   (m)                       GP(       ) 4 1
 SB1120  NAD 83(1986)-  46 30 59.57544(N)    120 35 33.80271(W) AD(       ) 1
 SB1120  NAD 27      -  46 31 00.12200(N)    120 35 29.56100(W) AD(       ) 1
 SB1120  NGVD 29 (05/29/91)  761.0    (m)         2497.     (f) GPS OBS        
 SB1120
 SB1120.Superseded values are not recommended for survey control.
 SB1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1120.See file dsdata.txt to determine how the superseded data were derived.
 SB1120
 SB1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS8465654257(NAD 83)
 SB1120_MARKER: B = BOLT
 SB1120_SETTING: 0 = UNSPECIFIED SETTING
 SB1120_MARK LOGO: USGS  
 SB1120_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1120+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1991
 SB1120
 SB1120  HISTORY     - Date     Condition        Report By
 SB1120  HISTORY     - 1899     MONUMENTED       USGS
 SB1120  HISTORY     - 1899     GOOD             USGS
 SB1120  HISTORY     - 1903     GOOD             USGS
 SB1120  HISTORY     - 1906     GOOD             USGS
 SB1120  HISTORY     - 1936     GOOD             USGS
 SB1120  HISTORY     - 1941     GOOD             USGS
 SB1120  HISTORY     - 1943     MARK NOT FOUND   CGS
 SB1120  HISTORY     - 1946     GOOD             CGS
 SB1120  HISTORY     - 1951     GOOD             BPA
 SB1120  HISTORY     - 1956     GOOD             CGS
 SB1120  HISTORY     - 1957     GOOD             USGS
 SB1120  HISTORY     - 1962     GOOD             CGS
 SB1120  HISTORY     - 1966     GOOD             CGS
 SB1120  HISTORY     - 1986     GOOD             NGS
 SB1120  HISTORY     - 19891022 GOOD             NGS
 SB1120  HISTORY     - 19901107 GOOD
 SB1120  HISTORY     - 19910711 GOOD             WA-077
 SB1120
 SB1120                          STATION DESCRIPTION
 SB1120
 SB1120'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 SB1120'LOCATED ABOUT 8 MI SW. OF NORTH YAKIMA.  ON HIGHEST POINT OF
 SB1120'ATANUM RIDGE.  LOW, FLAT, BARE RIDGE EXTENDING E. AND W. BETWEEN
 SB1120'THE ATANUM AND TOPPENISH VALLEYS.
 SB1120'
 SB1120'STATION MARK--COPPER BOLT STAMPED---USGS---, SET IN DRILL HOLE IN
 SB1120'SOLID ROCK WITH 7-FT. CAIRN ERECTED OVER IT.
 SB1120
 SB1120                          STATION RECOVERY (1899)
 SB1120
 SB1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1899
 SB1120'RECOVERED IN GOOD CONDITION.
 SB1120
 SB1120                          STATION RECOVERY (1903)
 SB1120
 SB1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1903
 SB1120'RECOVERED AS DESCRIBED BY USGS IN 1899.
 SB1120
 SB1120                          STATION RECOVERY (1906)
 SB1120
 SB1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1906
 SB1120'RECOVERED AS DESCRIBED BY USGS.
 SB1120
 SB1120                          STATION RECOVERY (1936)
 SB1120
 SB1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 SB1120'RECOVERED AS DESCRIBED BY USGS.
 SB1120'
 SB1120'RM 1--STANDARD RM TABLET STAMPED---AHTANUM NO 1 1936---, CEMENTED
 SB1120'IN BOULDER.
 SB1120'
 SB1120'RM 2--STANDARD RM TABLET STAMPED---AHTANUM NO 2 1936---, CEMENTED
 SB1120'IN BOULDER.
 SB1120
 SB1120                          STATION RECOVERY (1941)
 SB1120
 SB1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1941 (JCS)
 SB1120'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 8 MILES SW OF THE
 SB1120'CENTER OF YAKIMA, 11 MILES WSW OF MOXEE, AND 15-1/2 MILES NW OF
 SB1120'TOPPENISH.  ON THE HIGHEST POINT OF AHTANUM RIDGE, ABOUT 5 MILES W OF
 SB1120'UNION GAP, AND 1 MILE W OF THE POWER LINE CROSSING THE RIDGE.
 SB1120'
 SB1120'STATION IS MARKED BY A 1-INCH PIPE AND CAP EMBEDDED IN THE GROUND AND
 SB1120'PROJECTING 2 INCHES ABOVE THE GROUND.  THE CAP IS STAMPED WITH A
 SB1120'SMALL TRIANGLE, WHICH MARKS THE STATION CENTER, AND THE LETTERS
 SB1120'U.S.G.S.  NO UNDERGROUND MARK WAS ESTABLISHED. REFERENCE MARK NO. 1
 SB1120'IS A STANDARD U.S.C. AND G.S. REFERENCE DISK, STAMPED AHTANUM USGS
 SB1120'NO. 1 1941, CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BOULDER.
 SB1120'
 SB1120'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. REFERENCE DISK,
 SB1120'STAMPED AHTANUM 1936 NO.2, CEMENTED IN A DRILL HOLE IN AN
 SB1120'OUTCROPPING BOULDER.
 SB1120'
 SB1120'THE AZIMUTH MARK IS N OF THE STATION ALONG THE STRETCH OF HIGHWAY
 SB1120'MENTIONED BELOW (FROM WHICH THE STATION IS DUE S).  IT IS ACROSS THE
 SB1120'HIGHWAY FROM THE FARM OF JOE DILLINGER, 24 FEET W OF THE CENTER LINE
 SB1120'OF THE HIGHWAY, 10 FEET E OF THE E RAIL OF THE CAR TRACKS, 24 FEET
 SB1120'S OF THE DRIVE LEADING W TO A PRIVATE GARAGE, AND 2 FEET NE OF A
 SB1120'WHITE POST 2 FEET HIGH.
 SB1120'
 SB1120'TO REACH FROM YAKIMA, FROM THE JUNCTION OF W YAKIMA AND 3RD AVENUE
 SB1120'AT CLARK SERVICE STATION, GO S ON 3RD AVENUE 1.0 MILE TO A TEXACO
 SB1120'STATION ON THE RIGHT AND SIGN ON THE LEFT PARKER FIELD.  TURN RIGHT
 SB1120'HERE AND GO W ON THE MAIN-PAVED STREET AND HIGHWAY 4.0 MILES.  TURN
 SB1120'LEFT HERE AND FOLLOW THE HIGHWAY S (STATION AHTANUM U.S.G.S. IS ON
 SB1120'THE HIGHEST POINT DUE S OF AND IN LINE WITH THIS SECTION OF THE
 SB1120'HIGHWAY), GO S 1.7 MILES TO A CURVE TO THE RIGHT (W).  TURN LEFT OFF
 SB1120'THIS CURVE AND GO E ON A GRADED ROAD ACROSS THE TRACKS 0.1 MILE.
 SB1120'THEN TURN RIGHT AND GO S ON THE MAIN-GRADED ROAD 1.5 MILES TO A
 SB1120'POINT WHERE THE MAIN ROAD TURNS RIGHT AND GOES W.  CONTINUE
 SB1120'STRAIGHT AHEAD (S) UP A LANE 0.2 MILE TO THE HEAD OF THE LANE AT A
 SB1120'GATE AND DITCH.  THIS IS AS FAR AS A TRUCK CAN BE DRIVEN.  A
 SB1120'ONE-HOUR PACK FROM HERE TO THE STATION.  PACK ACROSS THE DITCH AND UP
 SB1120'THE FENCE LINE, THEN FOLLOW THE STOCK TRAILS UP THE SECONDARY RIDGE
 SB1120'TOWARD THE PROMINENT ROUND HILL.  PASS TO THE RIGHT OF THIS HILL AND
 SB1120'TO THE STATION WHICH IS ABOUT 200 YARDS SW OF THE HILL ON THE
 SB1120'HIGHEST POINT OF THE HILL.
 SB1120
 SB1120                          STATION RECOVERY (1943)
 SB1120
 SB1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 SB1120'STATION SEARCHED FOR, BUT NOT RECOVERED.
 SB1120
 SB1120                          STATION RECOVERY (1946)
 SB1120
 SB1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBB)
 SB1120'ABOUT 8.0 MILES SOUTHWEST OF THE CENTER OF YAKIMA, 4.5 MILES
 SB1120'SOUTHEAST OF WILEY, 11.0 MILES WEST-SOUTHWEST OF MOXEE AND ABOUT 5.0
 SB1120'MILES WEST OF UNION GAP.  IT IS ON THE HIGHEST PART OF AHTANUM
 SB1120'RIDGE.
 SB1120'
 SB1120'STATION, STAMPED USGS IS A BRONZE PLUG, WITH A TRIANGLE IN THE
 SB1120'CENTER, WEDGED IN A DRILL HOLE IN OUTCROPPING ROCK THAT PROJECTS
 SB1120'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ON THE HIGHEST PART OF A
 SB1120'ROUND HILL THAT IS COVERED WITH SAGE BRUSH AND BOULDERS.
 SB1120'
 SB1120'AZIMUTH MARK, STAMPED AHTANUM 1941 IS A STANDARD USC AND GS BRONZE
 SB1120'DISK SET IN THE TOP OF A 1 FT. SQUARE CONCRETE MONUMENT THAT
 SB1120'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ACROSS THE
 SB1120'HIGHWAY FROM THE FARM OF JOE DILLINGER, 10.0 FT. EAST OF THE EAST
 SB1120'RAIL OF STREET CAR TRACKS, 24.0 FEET SOUTH OF THE CENTERLINE OF
 SB1120'DRIVEWAY, AND 2.0 FT. NORTHEAST OF WHITE POST.  TO REACH FROM THE
 SB1120'TEXACO GAS STATION, MENTIONED IN DIRECTIONS TO REACH STATION, TURN
 SB1120'RIGHT (WEST) AND FOLLOW MAIN PAVED HIGHWAY 4.0 MILES TO FORK.  TAKE
 SB1120'LEFT FORK (SOUTH) AND GO 1.2 MILES TO AZIMUTH MARK ON THE RIGHT
 SB1120'(WEST) SIDE OF HIGHWAY.
 SB1120'
 SB1120'R. M. 1, STAMPED AHTANUM USGS NO 1 1941 IS A STANDARD USC AND GS
 SB1120'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK THAT
 SB1120'PROJECTS ABOUT 1 INCH ABOVE THE GROUND, AND IS ABOUT 1.0 FT. LOWER
 SB1120'THAN THE STATION.
 SB1120'
 SB1120'R. M. 2, STAMPED AHTANUM NO 2 1936 IS A STANDARD USGS BRONZE DISK
 SB1120'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK THAT PROJECTS ABOUT 2
 SB1120'INCHES ABOVE THE GROUND AND IS ABOUT 1.0 LOWER THAN THE STATION.
 SB1120'
 SB1120'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF W YAKIMA AND
 SB1120'3RD AVENUE, IN YAKIMA, GO SOUTH ON 3RD AVENUE 1.0 MILE TO TEXACO
 SB1120'SERVICE STATION ON THE RIGHT (WEST).  TURN RIGHT AND GO WEST, ON
 SB1120'MAIN PAVED HIGHWAY, 4.0 MILES TO FORK.  TAKE LEFT FORK (SOUTH) 1.7
 SB1120'MILES, TO WHERE HIGHWAY CURVES TO THE RIGHT (WEST), AND DIRT ROAD IS
 SB1120'ON THE EAST.  TURN LEFT AND GO EAST 0.1 MILE, ON DIRT ROAD, TO THE
 SB1120'EAST SIDE OF STREET CAR TRACKS.  TURN RIGHT, AND GO SOUTH 1.5 MILES
 SB1120'TO A POINT WHERE MAIN ROAD TURNS RIGHT (WEST).  CONTINUE STRAIGHT
 SB1120'AHEAD (SOUTH) AND GO 0.2 MILE TO GATE AND END OF TRUCK TRAVEL.  FROM
 SB1120'HERE, CROSS DITCH AND FOLLOW FENCE LINE, THEN FOLLOW STOCK TRAILS
 SB1120'UP SECONDARY RIDGE TOWARD PROMINENT ROUND HILL.  PASS TO THE RIGHT OF
 SB1120'THIS HILL, THEN EAST UP HILL TO THE HIGHEST PART AND STATION.
 SB1120'
 SB1120'STATION RECOVERED IN GOOD CONDITION.  1941 DISTANCES AND DIRECTIONS
 SB1120'TO REFERENCE MARKS WERE CHECKED AND ARE CORRECT.  DIRECTION TO THE
 SB1120'AZIMUTH MARK WAS NOT MEASURED.
 SB1120
 SB1120                          STATION RECOVERY (1951)
 SB1120
 SB1120'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1951 (GCC)
 SB1120'1 IN IRON ROD IMBEDDED IN ROCK 18 IN X 16 IN ABOUT 2 IN ABOVE TOP OF
 SB1120'ROCK.  TOP OF ROCK ABOUT 6 IN ABOVE GROUND.  MARKED.
 SB1120
 SB1120                          STATION RECOVERY (1956)
 SB1120
 SB1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CB)
 SB1120'POINT AND REFERENCES FOUND AS DESCRIBED.  STATION WAS REACHED AS
 SB1120'DESCRIBED ONLY WE DROVE ALL THE WAY BY JEEP TO STATION.
 SB1120
 SB1120                          STATION RECOVERY (1957)
 SB1120
 SB1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SB1120'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 SB1120'NEW RM 1 SET.
 SB1120'
 SB1120'TO REACH FROM WILEY CITY, FOLLOW GRADED RD. 3.5 MI S. TO SUMMIT
 SB1120'OF AHTANUM RIDGE AND X-RDS.  TURN LEFT AND FOLLOW VERY ROUGH RD.
 SB1120'ALONG MAIN RIDGE 3.3 MI TO HIGHEST POINT AND STATION.
 SB1120'
 SB1120'RM 1--NGS RM DISK STAMPED---AHTANUM USGS NO 1 1941---, CEMENTED IN
 SB1120'DRILL HOLE IN OUTCROPPING BOULDER.
 SB1120
 SB1120                          STATION RECOVERY (1962)
 SB1120
 SB1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 SB1120'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 SB1120'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 SB1120'
 SB1120'NEW ROADS HAVE BEEN BUILT IN THE AREA AND A NEW TO REACH
 SB1120'DESCRIPTION FOLLOWS--
 SB1120'
 SB1120'TO REACH FROM YAKIMA, FROM THE JUNCTION OF W YAKIMA AND 3RD AVE.,
 SB1120'GO S ON 3RD AVE. 1.0 MI. TO A TEXACO STATION ON THE RIGHT AND A SIGN
 SB1120'ON THE LEFT PARKER FIELD.  TURN RIGHT (W) AND GO 4.0 MI. ON THE MAIN
 SB1120'PAVED STREET AND HIGHWAY.  TURN LEFT (S) AND GO 1.7 MI TO A CURVE
 SB1120'TO THE RIGHT (W).  TURN LEFT OFF THIS CURVE AND GO E ON GRADED ROAD
 SB1120'ACROSS THE TRACKS FOR 0.1 MI.  TURN RIGHT (S) ON GRADED ROAD AND GO
 SB1120'1.5 MI. TO A POINT WHERE THE MAIN ROAD TURNS RIGHT (W).  TURN RIGHT
 SB1120'AND GO WEST AND SOUTH ON SOUTH AHTANUM RD. TO A T INTERSECTION,
 SB1120'3.1 MI.  TURN LEFT (S) ON SO. WILEY RD. AND GO 1.95 MI. ON THE MAIN
 SB1120'TRAVELLED ROAD TO TOP OF RIDGE AND BLADED CROSS-ROAD.  TURN LEFT
 SB1120'(E) AND FOLLOW BLADED ROAD (WHICH GENERALLY FOLLOWS THE RIDGE TOP)
 SB1120'FOR 0.6 MI. TO A Y INTERSECTION.  TAKE LEFT FORK AND GO 2.3 MI. ON
 SB1120'MAIN TRAVELLED ROAD TO Y INTERSECTION.  TAKE RIGHT FORK AND GO 0.3
 SB1120'MI. TO HIGHEST POINT ON AHTANUM RIDGE AND STATION ON THE RIGHT AS
 SB1120'DESCRIBED.  STATION IS ABOUT 15 FT. SOUTH OF THE CENTERLINE OF THE
 SB1120'ROAD WHICH AT THIS POINT IS A TRACK ROAD.
 SB1120
 SB1120                          STATION RECOVERY (1966)
 SB1120
 SB1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SB1120'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 SB1120'FOUND TO BE IN GOOD CONDITION.
 SB1120'
 SB1120'NEW TO REACH FOLLOWS--TO REACH FROM THE INTERSECTION OF E. YAKIMA
 SB1120'AVE. AND S. FIRST ST. IN DOWNTOWN YAKIMA GO SOUTH ON S. FIRST ST
 SB1120'FOR 3.4 MILES TO LOWER AHTANUM ROAD IN THE TOWN OF UNION CAP.  TURN
 SB1120'RIGHT, WEST, ON LOWER AHTANUM ROAD AND GO 8.8 MILES TO WILEY ROAD.
 SB1120'TURN LEFT, SOUTH, ON WILEY ROAD AND GO 1.95 MILES ON MAIN
 SB1120'TRAVELED ROAD TO TOP OF RIDGE AND BLADED CROSSROADS.  TURN LEFT,
 SB1120'EAST, AND FOLLOW BLADED ROAD FOR 0.6 MILES TO Y-JUNCTION.  TAKE LEFT
 SB1120'FORK AND GO 2.3 MILES ON MAIN TRAVELLED ROAD TO Y-FORKS.  TAKE
 SB1120'RIGHT FORK AND GO 0.3 MILES TO HIGHEST POINT ON AHTANUM RIDGE AND
 SB1120'THE STATION ON THE RIGHT AS PREVIOUSLY DESCRIBED.
 SB1120'
 SB1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 8 MILES SW OF
 SB1120'YAKIMA.
 SB1120
 SB1120                          STATION RECOVERY (1986)
 SB1120
 SB1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 SB1120'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 SB1120'THE STEM OF REFERENCE MARK 1 WAS RECOVERED.  REFERENCE MARK 2 HAS
 SB1120'BEEN DESTROYED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS DATE.
 SB1120'A NEW DESCRIPTION FOLLOWS-
 SB1120'
 SB1120'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) WEST-SOUTHWEST OF
 SB1120'MOXEE, 12.9 KM (8 MI) SOUTHWEST OF YAKIMA, 8 KM (5 MI) WEST OF UNION
 SB1120'GAP, IN THE NORTHEAST 1/4 OF SECTION 20 T12N R18E AND ON THE
 SB1120'POINT OF A RIDGE LOCALLY KNOWN AS ATHANUM RIDGE.
 SB1120'
 SB1120'TO REACH THE STATION FROM THE POST OFFICE IN YAKIMA GO EAST ON
 SB1120'WASHINGTON STREET FOR 2.09 KM (1.3 MI) TO THE INTERSECTION OF SOUTH
 SB1120'FIRST STREET.  TURN RIGHT AND GO SOUTH ON SOUTH FIRST STREET FOR
 SB1120'2.25 KM (1.4 MI) TO A CROSS ROAD IN THE CITY OF UNION GAP.  TURN
 SB1120'RIGHT AND GO WEST ON AHTANUM ROAD FOR 14.16 KM (8.8 MI) TO A
 SB1120'CROSS ROAD.  TURN LEFT AND GO SOUTH ON WILEY ROAD FOR 2.57 KM
 SB1120'(1.6 MI) TO THE END OF THE PAVEMENT.  CONTINUE SOUTHERLY ON THE
 SB1120'GRAVELED ROAD FOR 3.70 KM (2.3 MI) TO A CROSS ROAD AT THE SUMMIT OF
 SB1120'THE RIDGE.  TURN LEFT AND GO EASTERLY ON THE UNIMPROVED ROAD FOR
 SB1120'0.97 KM (0.6 MI) TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN
 SB1120'TRAVELED ROAD FOR 3.70 KM (2.3 MI) TO A FORK.  TAKE THE RIGHT FORK
 SB1120'UPHILL FOR 0.48 KM (0.3 MI) TO THE HIGHEST POINT AND THE STATION ON
 SB1120'THE RIGHT.
 SB1120'
 SB1120'THE STATION MARK IS A BRASS PLUG SET INTO A 1-INCH PIPE IMBEDDED IN
 SB1120'AN OUTCROP THAT PROJECTS ABOUT 15 CM (6 INCHES) ABOVE THE GROUND
 SB1120'SURFACE.  IT IS 16.5 FT (54 FT) SOUTH OF THE STEM OF REFERENCE MARK
 SB1120'1 AND 4.6 M (15 FT) SOUTH OF THE CENTER OF THE BLADED ROAD.
 SB1120'
 SB1120'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 SB1120'
 SB1120'DESCRIBED BY DA WEGENAST.
 SB1120
 SB1120                          STATION RECOVERY (1989)
 SB1120
 SB1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SB1120'THE STATION IS LOCATED ABOUT 33.8 KM (21.0 MI) NORTHWEST OF YAKIMA,
 SB1120'20.9 KM (13.0 MI) NORTHEAST OF WHITE SWAN, 12.9 KM (8.0 MI) SOUTHWEST
 SB1120'OF YAKIMA, IN THE NORHTEAST 1/4 OF SECTION 20, T12N, R18E AND ON A
 SB1120'POINT LOCALLY KNOWN AS ATHANUM RIDGE.  PERMISSION TO VISIT THE
 SB1120'STATION CAN BE OBTAINED AT THE YAKIMA AGENCY AT TOPPENISH.
 SB1120'TO REACH FROM THE POST OFFICE IN YAKIMA, GO EAST ON WASHINGTON STREET
 SB1120'FOR 2.09 KM (1.30 MI) TO THE INTERSECTION OF SOUTH FIRST STREET.
 SB1120'TURN RIGHT AND GO SOUTH ON SOUTH FIRST STREET FOR 2.25 KM (1.40 MI)
 SB1120'TO A CROSSROAD IN THE CITY OF UNION GAP.  TURN RIGHT AND GO WEST ON
 SB1120'AHTANUM ROAD FOR 14.16 KM (8.80 MI) TO A CROSSROAD.  TURN LEFT AND GO
 SB1120'SOUTH ON WILEY ROAD FOR 2.57 KM (1.60 MI) TO THE END OF THE PAVEMENT.
 SB1120'CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR 3.70 KM (2.30 MI) TO A
 SB1120'CROSSROAD AT THE TOP OF THE RIDGE.  TURN LEFT AND GO EASTERLY ON THE
 SB1120'BLADED ROAD FOR 0.97 KM (0.60 MI) TO A FORK.  TAKE THE LEFT FORK AND
 SB1120'FOLLOW THE MAIN ROAD TRAVELED ROAD FOR 3.70 KM (2.30 MI) TO A FORK.
 SB1120'TAKE THE RIGHT FORK, UPHILL FOR 0.48 KM (0.30 MI) TO THE HIGHEST
 SB1120'POINT AND THE STATION.
 SB1120'THE MARK IS A BRASS PLUG, SET IN THE TOP OF A 1-INCH IRON PIPE THAT IS
 SB1120'IMBEDDED INTO A ROCK OUTCROP THAT PROJECTS 15 CM (6 INCHES) ABOVE THE
 SB1120'GROUND SURFACE.  IT IS 16.5 M (54.1 FT) SOUTH OF  THE STEM OF
 SB1120'REFERENCE MARK 1 AND 4.6 M (15.1 FT) SOUTH OF THE CENTER OF THE
 SB1120'BLADED ROAD.
 SB1120
 SB1120                          STATION RECOVERY (1990)
 SB1120
 SB1120'RECOVERED 1990
 SB1120'RECOVERED IN GOOD CONDITION.
 SB1120
 SB1120                          STATION RECOVERY (1991)
 SB1120
 SB1120'RECOVERY NOTE BY YAKIMA COUNTY WASHINGTON 1991
 SB1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5178 ***********************************************************************
 SY5178  DESIGNATION -  AIB 1934
 SY5178  PID         -  SY5178
 SY5178  STATE/COUNTY-  WA/KITSAP
 SY5178  USGS QUAD   -  SUQUAMISH (1981)
 SY5178
 SY5178                         *CURRENT SURVEY CONTROL
 SY5178  ___________________________________________________________________
 SY5178* NAD 83(1991)-  47 44 27.97909(N)    122 33 01.16846(W)     ADJUSTED  
 SY5178* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY5178  ___________________________________________________________________
 SY5178  LAPLACE CORR-         -12.19  (seconds)                    DEFLEC99
 SY5178  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 SY5178
 SY5178  HORZ ORDER  -  SECOND
 SY5178
 SY5178.The horizontal coordinates were established by classical geodetic methods
 SY5178.and adjusted by the National Geodetic Survey in December 1991..
 SY5178
 SY5178.The orthometric height was scaled from a topographic map.
 SY5178
 SY5178.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5178
 SY5178.The geoid height was determined by GEOID03.
 SY5178
 SY5178;                    North         East     Units Scale Factor Converg.
 SY5178;SPC WA N     -    83,833.816   371,244.517   MT  0.99996376   -1 16 42.0
 SY5178;SPC WA N     -   275,044.78  1,217,991.39   sFT  0.99996376   -1 16 42.0
 SY5178;UTM  10      - 5,287,623.715   533,711.215   MT  0.99961396   +0 19 58.1
 SY5178
 SY5178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5178!SPC WA N     -   1.00000344  x   0.99996376  =   0.99996720
 SY5178!UTM  10      -   1.00000344  x   0.99961396  =   0.99961740
 SY5178
 SY5178:                Primary Azimuth Mark                     Grid Az
 SY5178:SPC WA N     -  SQU                                      041 15 29.2
 SY5178:UTM  10      -  SQU                                      039 38 49.1
 SY5178
 SY5178|---------------------------------------------------------------------|
 SY5178| PID    Reference Object                     Distance      Geod. Az  |
 SY5178|                                                           dddmmss.s |
 SY5178| SY5132 SQU                                 APPROX. 0.9 KM 0395847.2 |
 SY5178|---------------------------------------------------------------------|
 SY5178
 SY5178                          SUPERSEDED SURVEY CONTROL
 SY5178
 SY5178  NAD 83(1986)-  47 44 27.97457(N)    122 33 01.17289(W) AD(       ) 2
 SY5178  NAD 27      -  47 44 28.62800(N)    122 32 56.68700(W) AD(       ) 2
 SY5178
 SY5178.Superseded values are not recommended for survey control.
 SY5178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5178.See file dsdata.txt to determine how the superseded data were derived.
 SY5178
 SY5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3371187624(NAD 83)
 SY5178_MARKER: DD = SURVEY DISK
 SY5178_SETTING: 80 = SET IN A BOULDER
 SY5178_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SY5178_MARK LOGO: CGS   
 SY5178_PROJECTION: FLUSH
 SY5178_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5178+STABILITY: SURFACE MOTION
 SY5178
 SY5178  HISTORY     - Date     Condition        Report By
 SY5178  HISTORY     - 1934     MONUMENTED       CGS
 SY5178  HISTORY     - 1964     GOOD             CGS
 SY5178  HISTORY     - 19800310 GOOD             NOS
 SY5178  HISTORY     - 19970219 MARK NOT FOUND   USPSQD
 SY5178
 SY5178                          STATION DESCRIPTION
 SY5178
 SY5178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5178'STATION IS ON THE W SHORE OF PORT MADISON ABOUT 1/2 MILE SE OF THE
 SY5178'ENTRANCE TO SQUAIB BAY, IN THE CENTER OF THE TOP OF THE LARGE
 SY5178'BOULDER OR ROCK ABOUT 10 METERS OUTSIDE OF THE BLUFF LINE.  THIS IS
 SY5178'THE ONLY LARGE BOULDER IN THE IMMEDIATE VICINITY AND IS ABOUT 12
 SY5178'FEET HIGH.
 SY5178'
 SY5178'STATION MARK IS A STANDARD DISK CEMENTED IN A 1-INCH DRILL HOLE.
 SY5178'
 SY5178'NO REFERENCE MARKS.
 SY5178
 SY5178                          STATION RECOVERY (1964)
 SY5178
 SY5178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (MEW)
 SY5178'THE STATION WAS RECOVERED AS DESCRIBED.  DIRECTIONS FOR REACHING THE
 SY5178'STATION FOLLOW.
 SY5178'
 SY5178'FROM THE MAIN INTERSECTION IN SUQUAMISH, GO NORTH ON THE BLACKTOP
 SY5178'ROAD FOR 0.9 MILE TO A Y AND SIGN PEBBLE BEACH, TAKE RIGHT FORK,
 SY5178'OVER STEEP HILL, 0.15 MILE TO THE END OF THE BLACKTOP ROAD AT THE
 SY5178'EDGE OF THE BLUFF.  WALK NORTH ALONG THE PATH ON TOP OF THE BLUFF
 SY5178'FOR ABOUT 45 YARDS TO WOODEN STEPS TO THE BEACH.  DESCEND STEPS
 SY5178'AND GO SOUTH ALONG THE BEACH ABOUT 50 YARDS TO THE LARGE ROCK AND
 SY5178'THE STATION.
 SY5178'
 SY5178'GETTING ATOP ROCK IS DIFFICULT WITHOUT SOME SORT OF LADDER.
 SY5178
 SY5178                          STATION RECOVERY (1980)
 SY5178
 SY5178'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (NCA)
 SY5178'RECOVERED AS DESCRIBED.
 SY5178
 SY5178                          STATION RECOVERY (1997)
 SY5178
 SY5178'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY5178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3368 ***********************************************************************
 SY3368  DESIGNATION -  AIM
 SY3368  PID         -  SY3368
 SY3368  STATE/COUNTY-  WA/MASON
 SY3368  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3368
 SY3368                         *CURRENT SURVEY CONTROL
 SY3368  ___________________________________________________________________
 SY3368* NAD 83(1991)-  47 12 40.48646(N)    122 54 41.19616(W)     ADJUSTED  
 SY3368* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY3368  ___________________________________________________________________
 SY3368  LAPLACE CORR-          -7.54  (seconds)                    DEFLEC99
 SY3368  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 SY3368
 SY3368  HORZ ORDER  -  THIRD
 SY3368
 SY3368.The horizontal coordinates were established by classical geodetic methods
 SY3368.and adjusted by the National Geodetic Survey in December 1991..
 SY3368
 SY3368.The orthometric height was scaled from a topographic map.
 SY3368
 SY3368.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3368
 SY3368.The geoid height was determined by GEOID03.
 SY3368
 SY3368;                    North         East     Units Scale Factor Converg.
 SY3368;SPC WA S     -   211,529.196   317,352.534   MT  0.99997436   -1 45 06.0
 SY3368;SPC WA S     -   693,992.04  1,041,180.77   sFT  0.99997436   -1 45 06.0
 SY3368;UTM  10      - 5,228,643.377   506,705.986   MT  0.99960055   +0 03 54.0
 SY3368
 SY3368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3368!SPC WA S     -   1.00000282  x   0.99997436  =   0.99997718
 SY3368!UTM  10      -   1.00000282  x   0.99960055  =   0.99960337
 SY3368
 SY3368|---------------------------------------------------------------------|
 SY3368| PID    Reference Object                     Distance      Geod. Az  |
 SY3368|                                                           dddmmss.s |
 SY3368| CE3323 AIM RM 1                              7.157 METERS 09208     |
 SY3368| SY3370 TELO                                APPROX. 1.0 KM 1064203.4 |
 SY3368| CE3324 AIM RM 2                              8.230 METERS 19102     |
 SY3368|---------------------------------------------------------------------|
 SY3368
 SY3368                          SUPERSEDED SURVEY CONTROL
 SY3368
 SY3368  NAD 83(1986)-  47 12 40.48374(N)    122 54 41.20422(W) AD(       ) 3
 SY3368  NAD 27      -  47 12 41.13500(N)    122 54 36.71100(W) AD(       ) 3
 SY3368
 SY3368.Superseded values are not recommended for survey control.
 SY3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3368.See file dsdata.txt to determine how the superseded data were derived.
 SY3368
 SY3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0670628643(NAD 83)
 SY3368_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3368
 SY3368  HISTORY     - Date     Condition        Report By
 SY3368  HISTORY     - 1936     MONUMENTED       CGS
 SY3368
 SY3368                          STATION DESCRIPTION
 SY3368
 SY3368'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3368'ON THE FIRST PROMINENT POINT S OF THE NARROWS AT THE N END OF PEALE
 SY3368'PASSAGE, ON THE E SHORE OF SQUAXIN ISLAND, 1.1 MILES (NAUTICAL) SE
 SY3368'OF THE N END OF THE ISLAND.  AT THIS POINT THERE IS A LONG GRAVEL
 SY3368'SPIT EXTENDING N WITH A LAGOON IN BACK THEREOF.  STATION IS 4 FEET
 SY3368'ABOVE HIGH WATER ON GRASSY GROUND, 5 METERS FROM THE N EDGE OF
 SY3368'TURF AND 4 METERS FROM THE HIGH-WATER LINE TO THE E.
 SY3368'
 SY3368'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY3368'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3368'
 SY3368'REFERENCE MARK NO.1 IS AT THE HIGH-WATER LINE TO THE SE.
 SY3368'
 SY3368'REFERENCE MARK NO.2 IS FURTHER BACK ON POINT NEAR SHACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1392 ***********************************************************************
 TR1392  DESIGNATION -  AIMD 1
 TR1392  PID         -  TR1392
 TR1392  STATE/COUNTY-  WA/ISLAND
 TR1392  USGS QUAD   -  OAK HARBOR (1973)
 TR1392
 TR1392                         *CURRENT SURVEY CONTROL
 TR1392  ___________________________________________________________________
 TR1392* NAD 83(1991)-  48 20 28.27260(N)    122 40 04.22948(W)     ADJUSTED  
 TR1392* NAVD 88     -         4.9    (meters)      16.     (feet)  VERTCON   
 TR1392  ___________________________________________________________________
 TR1392  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 TR1392  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR1392
 TR1392  HORZ ORDER  -  SECOND
 TR1392
 TR1392.The horizontal coordinates were established by classical geodetic methods
 TR1392.and adjusted by the National Geodetic Survey in December 1991..
 TR1392
 TR1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1392
 TR1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1392
 TR1392.The geoid height was determined by GEOID03.
 TR1392
 TR1392;                    North         East     Units Scale Factor Converg.
 TR1392;SPC WA N     -   150,738.453   364,023.992   MT  0.99994983   -1 21 57.0
 TR1392;SPC WA N     -   494,547.74  1,194,302.05   sFT  0.99994983   -1 21 57.0
 TR1392;UTM  10      - 5,354,276.159   524,613.698   MT  0.99960744   +0 14 53.4
 TR1392
 TR1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1392!SPC WA N     -   1.00000270  x   0.99994983  =   0.99995253
 TR1392!UTM  10      -   1.00000270  x   0.99960744  =   0.99961014
 TR1392
 TR1392|---------------------------------------------------------------------|
 TR1392| PID    Reference Object                     Distance      Geod. Az  |
 TR1392|                                                           dddmmss.s |
 TR1392| CF7574 D                                                  23517     |
 TR1392| CF7576 E                                                  23517     |
 TR1392| TR1393 AIMD 2                               44.109 METERS 23517     |
 TR1392| TR1394 AIMD C                              335.644 METERS 23517     |
 TR1392|---------------------------------------------------------------------|
 TR1392
 TR1392                          SUPERSEDED SURVEY CONTROL
 TR1392
 TR1392  NAD 83(1986)-  48 20 28.27455(N)    122 40 04.23329(W) AD(       ) 2
 TR1392  NAD 27      -  48 20 28.91011(N)    122 39 59.60658(W) AD(       ) 2
 TR1392  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG       
 TR1392
 TR1392.Superseded values are not recommended for survey control.
 TR1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1392.See file dsdata.txt to determine how the superseded data were derived.
 TR1392
 TR1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2461454276(NAD 83)
 TR1392_MARKER: DD = SURVEY DISK
 TR1392_SETTING: 0 = UNSPECIFIED SETTING
 TR1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1392
 TR1392  HISTORY     - Date     Condition        Report By
 TR1392  HISTORY     - 1974     MONUMENTED       NGS
 TR1392
 TR1392                          STATION DESCRIPTION
 TR1392
 TR1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TR1392'THE STATION IS AT THE WHIDBEY ISLAND NAVAL AIR STATION ABOUT 3
 TR1392'MILES NORTH OF OAK HARBOR, IN THE ROOM AT THE NORTH END OF THE
 TR1392'AIRCRAFT INTERMEDIATE MAINTENANCE DEPARTMENT BUILDING, IN LINE
 TR1392'WITH THE NORTH-SOUTH HALLWAY AND ABOUT 18 FEET SOUTH OF THE NORTH
 TR1392'WALL OF THE BUILDING.
 TR1392'
 TR1392'THE STATION MARK IS A 2-INCH FLAT-TOPPED BRASS DISK SET FLUSH IN
 TR1392'THE CONCRETE FLOOR.  A STANDARD STATION MARK DISK, STAMPED AIMD - A
 TR1392'WAS LEFT WITH THE NAVY TO BE SET AT SOME LATER DATE.  WHEN AND IF
 TR1392'THIS MARK IS SET A POSITION AND AZIMUTH WILL BE DETERMINED.  IT
 TR1392'IS NOT TO BE ASSUMED THAT IT IS IN THE EXACT LOCATION GIVEN FOR
 TR1392'AIMD 1.  A REFERENCE MARK DISK, STAMPED AIMD REFERENCE WAS ALSO
 TR1392'LEFT WITH THE NAVY TO BE SET LATER AND A DESCRIPTION DESCRIBING
 TR1392'THESE MARKS WILL BE WRITTEN AFTER THEY ARE SET.
 TR1392'
 TR1392'BENCH MARK D AND BENCH MARK E ARE BRASS PLUGS SET IN THE CONCRETE
 TR1392'FLOOR OF THE SAME BUILDING, IN LINE WITH THE DOOR AT THE NORTHWEST
 TR1392'END OF THE SOUTHWEST SIDE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2674 ***********************************************************************
 TR2674  DESIGNATION -  AIMD 2 A
 TR2674  PID         -  TR2674
 TR2674  STATE/COUNTY-  WA/ISLAND
 TR2674  USGS QUAD   -  OAK HARBOR (1973)
 TR2674
 TR2674                         *CURRENT SURVEY CONTROL
 TR2674  ___________________________________________________________________
 TR2674* NAD 83(1991)-  48 20 27.45993(N)    122 40 05.99075(W)     ADJUSTED  
 TR2674* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR2674  ___________________________________________________________________
 TR2674  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 TR2674  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR2674
 TR2674  HORZ ORDER  -  SECOND
 TR2674
 TR2674.The horizontal coordinates were established by classical geodetic methods
 TR2674.and adjusted by the National Geodetic Survey in December 1991..
 TR2674
 TR2674.The orthometric height was scaled from a topographic map.
 TR2674
 TR2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2674
 TR2674.The geoid height was determined by GEOID03.
 TR2674
 TR2674;                    North         East     Units Scale Factor Converg.
 TR2674;SPC WA N     -   150,714.224   363,987.138   MT  0.99994982   -1 21 58.3
 TR2674;SPC WA N     -   494,468.25  1,194,181.14   sFT  0.99994982   -1 21 58.3
 TR2674;UTM  10      - 5,354,250.910   524,577.552   MT  0.99960742   +0 14 52.1
 TR2674
 TR2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2674!SPC WA N     -   1.00000278  x   0.99994982  =   0.99995260
 TR2674!UTM  10      -   1.00000278  x   0.99960742  =   0.99961020
 TR2674
 TR2674                          SUPERSEDED SURVEY CONTROL
 TR2674
 TR2674  NAD 83(1986)-  48 20 27.46185(N)    122 40 05.99469(W) AD(       ) 2
 TR2674
 TR2674.Superseded values are not recommended for survey control.
 TR2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2674.See file dsdata.txt to determine how the superseded data were derived.
 TR2674
 TR2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2457854251(NAD 83)
 TR2674_MARKER: DD = SURVEY DISK
 TR2674_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TR2674+WITH SETTING: PAVEMENT
 TR2674_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2674+STABILITY: SURFACE MOTION
 TR2674
 TR2674  HISTORY     - Date     Condition        Report By
 TR2674  HISTORY     - 1984     MONUMENTED       NOS
 TR2674  HISTORY     - 20060810 GOOD             GEOCAC
 TR2674
 TR2674                          STATION DESCRIPTION
 TR2674
 TR2674'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR2674'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE TOWN OF OAK
 TR2674'HARBOR, AT THE WHIDBEY ISLAND NAVAL AIR STATION (AULT FIELD), IN
 TR2674'THE CONCRETE WALK OF THE DRIVEWAY LEADING TO THE PARKING LOT AT
 TR2674'THE NORTH SIDE OF BUILDING NO. 994 (NAVAL CALIBRATION LABORATORY)
 TR2674'AND ALONG THE WEST SIDE OF CHARLES PORTER AVENUE.
 TR2674'
 TR2674'THE STATION IS A PLAIN BRASS DISK
 TR2674'STAMPED---AIMD 2A 1984---, SET FLUSH IN THE CONCRETE DRIVEWAY,
 TR2674'0.3 METER SOUTHWEST OF THE WEST EDGE OF CHARLES PORTER AVENUE AND
 TR2674'20 METERS SOUTH OF THE INTERSECTION OF CHARLES PORTER AVENUE AND
 TR2674'HORNET ROAD.
 TR2674'
 TR2674'DESCRIBED BY R.B. MELBY.
 TR2674
 TR2674                          STATION RECOVERY (2006)
 TR2674
 TR2674'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 TR2674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2675 ***********************************************************************
 TR2675  DESIGNATION -  AIMD 3 A
 TR2675  PID         -  TR2675
 TR2675  STATE/COUNTY-  WA/ISLAND
 TR2675  USGS QUAD   -  OAK HARBOR (1973)
 TR2675
 TR2675                         *CURRENT SURVEY CONTROL
 TR2675  ___________________________________________________________________
 TR2675* NAD 83(1991)-  48 20 22.08360(N)    122 40 17.62672(W)     ADJUSTED  
 TR2675* NAVD 88     -        14.2    (meters)      47.     (feet)  VERTCON   
 TR2675  ___________________________________________________________________
 TR2675  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 TR2675  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR2675
 TR2675  HORZ ORDER  -  SECOND
 TR2675
 TR2675.The horizontal coordinates were established by classical geodetic methods
 TR2675.and adjusted by the National Geodetic Survey in December 1991..
 TR2675
 TR2675.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2675
 TR2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2675
 TR2675.The geoid height was determined by GEOID03.
 TR2675
 TR2675;                    North         East     Units Scale Factor Converg.
 TR2675;SPC WA N     -   150,553.933   363,743.640   MT  0.99994972   -1 22 07.0
 TR2675;SPC WA N     -   493,942.36  1,193,382.26   sFT  0.99994972   -1 22 07.0
 TR2675;UTM  10      - 5,354,083.882   524,338.748   MT  0.99960728   +0 14 43.4
 TR2675
 TR2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2675!SPC WA N     -   1.00000125  x   0.99994972  =   0.99995097
 TR2675!UTM  10      -   1.00000125  x   0.99960728  =   0.99960853
 TR2675
 TR2675                          SUPERSEDED SURVEY CONTROL
 TR2675
 TR2675  NAD 83(1986)-  48 20 22.08547(N)    122 40 17.63063(W) AD(       ) 2
 TR2675  NGVD 29 (03/28/90)   13.1    (m)           43.     (f) VERT ANG       
 TR2675
 TR2675.Superseded values are not recommended for survey control.
 TR2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2675.See file dsdata.txt to determine how the superseded data were derived.
 TR2675
 TR2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2433954084(NAD 83)
 TR2675_MARKER: DD = SURVEY DISK
 TR2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR2675_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2675+STABILITY: SURFACE MOTION
 TR2675
 TR2675  HISTORY     - Date     Condition        Report By
 TR2675  HISTORY     - 1984     MONUMENTED       NOS
 TR2675  HISTORY     - 20060810 GOOD             GEOCAC
 TR2675
 TR2675                          STATION DESCRIPTION
 TR2675
 TR2675'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR2675'THE STATION IS LOCATED AT THE WHIDBEY ISLAND NAVAL AIR STATION
 TR2675'(AULT FIELD), ABOUT 3 MILES NORTH OF THE TOWN OF OAK HARBOR, ON A
 TR2675'GRASSY SHOULDER OF A SLOPE, NEAR THE SOUTHEAST CORNER OF A
 TR2675'PARKING AREA, 29.5 METERS SOUTHEAST OF THE SOUTHEAST CORNER OF
 TR2675'THE PUBLIC WORKS BUILDING (BLDG 371).
 TR2675'
 TR2675'THE STATION IS A SMALL PLAIN, BRASS DISK
 TR2675'STAMPED---AIMD NO 3A 1984---, SET IN THE TOP OF A 30-CENTIMETER
 TR2675'IN DIAMETER CONCRETE MENUMENT, FLUSH WITH THE SURFACE OF THE
 TR2675'GROUND, 11.2 METERS SOUTH OF A FIRE HYDRANT, 2 METERS SOUTHEAST
 TR2675'OF THE PARKING AREA AND 1.2 METERS SOUTHEAST OF A STEEL WITNESS
 TR2675'POST.
 TR2675
 TR2675                          STATION RECOVERY (2006)
 TR2675
 TR2675'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 TR2675'STATION 19.8M (65FT) NORTH-NORTHWEST OF THE MAIN ENTRANCE TO BUILDING
 TR2675'2740, AVIATION ELECTRONIC WARFARE SCHOOL, ON A GRASSY SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2676 ***********************************************************************
 TR2676  DESIGNATION -  AIMD 4 A
 TR2676  PID         -  TR2676
 TR2676  STATE/COUNTY-  WA/ISLAND
 TR2676  USGS QUAD   -  OAK HARBOR (1973)
 TR2676
 TR2676                         *CURRENT SURVEY CONTROL
 TR2676  ___________________________________________________________________
 TR2676* NAD 83(1991)-  48 20 25.07457(N)    122 40 11.15977(W)     ADJUSTED  
 TR2676* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 TR2676  ___________________________________________________________________
 TR2676  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 TR2676  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR2676
 TR2676  HORZ ORDER  -  SECOND
 TR2676
 TR2676.The horizontal coordinates were established by classical geodetic methods
 TR2676.and adjusted by the National Geodetic Survey in December 1991..
 TR2676
 TR2676.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2676
 TR2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2676
 TR2676.The geoid height was determined by GEOID03.
 TR2676
 TR2676;                    North         East     Units Scale Factor Converg.
 TR2676;SPC WA N     -   150,643.108   363,878.973   MT  0.99994977   -1 22 02.1
 TR2676;SPC WA N     -   494,234.93  1,193,826.26   sFT  0.99994977   -1 22 02.1
 TR2676;UTM  10      - 5,354,176.802   524,471.470   MT  0.99960736   +0 14 48.2
 TR2676
 TR2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2676!SPC WA N     -   1.00000279  x   0.99994977  =   0.99995256
 TR2676!UTM  10      -   1.00000279  x   0.99960736  =   0.99961015
 TR2676
 TR2676                          SUPERSEDED SURVEY CONTROL
 TR2676
 TR2676  NAD 83(1986)-  48 20 25.07648(N)    122 40 11.16369(W) AD(       ) 2
 TR2676  NGVD 29 (03/28/90)    3.2    (m)           10.     (f) VERT ANG       
 TR2676
 TR2676.Superseded values are not recommended for survey control.
 TR2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2676.See file dsdata.txt to determine how the superseded data were derived.
 TR2676
 TR2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2447154177(NAD 83)
 TR2676_MARKER: DD = SURVEY DISK
 TR2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR2676_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2676+STABILITY: SURFACE MOTION
 TR2676
 TR2676  HISTORY     - Date     Condition        Report By
 TR2676  HISTORY     - 1984     MONUMENTED       NOS
 TR2676
 TR2676                          STATION DESCRIPTION
 TR2676
 TR2676'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR2676'THE STATION IS LOCATED AT THE WHIDBEY ISLAND NAVAL AIR STATION
 TR2676'(AULT FIELD), ABOUT 3 MILES NORTH OF THE TOWN OF OAK HARBOR,
 TR2676'ABOUT 17 METERS WEST OF LANGLEY BOULEVARD AND 9.05 METERS EAST OF
 TR2676'THE SOUTHEAST CORNER OF BUILDING 126.
 TR2676'
 TR2676'THE STATION IS A PLAIN BRASS DISK
 TR2676'STAMPED---AIMD 4A 1984---, SET IN THE TOP OF A 48-CENTIMETER IN
 TR2676'DIAMETER CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF THE LAWN
 TR2676'AND UNDER THE BRANCHES OF A TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0892 ***********************************************************************
 SA0892  DESIGNATION -  AINSWORTH
 SA0892  PID         -  SA0892
 SA0892  STATE/COUNTY-  WA/FRANKLIN
 SA0892  USGS QUAD   -  PASCO (1992)
 SA0892
 SA0892                         *CURRENT SURVEY CONTROL
 SA0892  ___________________________________________________________________
 SA0892* NAD 83(1991)-  46 12 44.48274(N)    119 02 11.27846(W)     ADJUSTED  
 SA0892* NAVD 88     -       129.399  (meters)     424.54   (feet)  ADJUSTED  
 SA0892  ___________________________________________________________________
 SA0892  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 SA0892  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SA0892  DYNAMIC HT  -         129.403 (meters)     424.55  (feet)  COMP
 SA0892  MODELED GRAV-     980,647.3   (mgal)                       NAVD 88
 SA0892
 SA0892  HORZ ORDER  -  SECOND
 SA0892  VERT ORDER  -  FIRST     CLASS II
 SA0892
 SA0892.The horizontal coordinates were established by classical geodetic methods
 SA0892.and adjusted by the National Geodetic Survey in December 1991..
 SA0892
 SA0892.The orthometric height was determined by differential leveling
 SA0892.and adjusted by the National Geodetic Survey in June 1991..
 SA0892
 SA0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA0892
 SA0892.The geoid height was determined by GEOID03.
 SA0892
 SA0892.The dynamic height is computed by dividing the NAVD 88
 SA0892.geopotential number by the normal gravity value computed on the
 SA0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0892.degrees latitude (g = 980.6199 gals.).
 SA0892
 SA0892.The modeled gravity was interpolated from observed gravity values.
 SA0892
 SA0892;                    North         East     Units Scale Factor Converg.
 SA0892;SPC WA S     -    98,750.641   612,921.917   MT  0.99993564   +1 03 47.2
 SA0892;SPC WA S     -   323,984.39  2,010,894.66   sFT  0.99993564   +1 03 47.2
 SA0892;UTM  11      - 5,119,657.873   342,917.398   MT  0.99990333   -1 28 13.6
 SA0892
 SA0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA0892!SPC WA S     -   0.99998313  x   0.99993564  =   0.99991877
 SA0892!UTM  11      -   0.99998313  x   0.99990333  =   0.99988646
 SA0892
 SA0892|---------------------------------------------------------------------|
 SA0892| PID    Reference Object                     Distance      Geod. Az  |
 SA0892|                                                           dddmmss.s |
 SA0892| CF5162 AINSWORTH RM 4                       24.943 METERS 00157     |
 SA0892| SA2248 FOURTEEN RM 3 AZIMUTH               APPROX. 1.3 KM 0055812.3 |
 SA0892| CF5161 AINSWORTH RM 3                        7.103 METERS 08202     |
 SA0892| SA1997 POWER TOWER NEAR LERLERC            APPROX.19.9 KM 0852649.2 |
 SA0892| CF5159 AINSWORTH RM 1                        6.365 METERS 09118     |
 SA0892| CF5160 AINSWORTH RM 2                        5.653 METERS 19012     |
 SA0892| SA2268 JUMP OFF JOE SHORTER MAST           APPROX.14.2 KM 2110713.7 |
 SA0892| SA2269 JUMP OFF JOE TALLER MAST            APPROX.14.3 KM 2114348.6 |
 SA0892| SA2249 PASCO APEX POWER TOWER              APPROX. 1.4 KM 2121422.6 |
 SA0892| SA2251 KENNEWICK APEX POWER TOWER          APPROX. 2.4 KM 2155047.4 |
 SA0892| SA2250 PASCO FLATTOP POWER TOWER           APPROX. 1.5 KM 2175115.4 |
 SA0892| SA2252 KENNEWICK FLATTOP POWER TOWER       APPROX. 2.4 KM 2185333.0 |
 SA0892| SA0918 JUNK                                APPROX. 5.2 KM 2283247.7 |
 SA0892| SA2276 KENNEWICK WATER TANK                APPROX. 9.7 KM 2561428.1 |
 SA0892| SA2272 KENNEWICK TV STATION KTRX MAST      APPROX. 9.3 KM 2693337.9 |
 SA0892| SA2279 PASCO RADIO STA KALE CEN MAST       APPROX.11.5 KM 2870324.4 |
 SA0892| SA2240 PASCO EAST MUNICIPAL TANK           APPROX. 4.4 KM 3065918.3 |
 SA0892|---------------------------------------------------------------------|
 SA0892
 SA0892                          SUPERSEDED SURVEY CONTROL
 SA0892
 SA0892  NAD 83(1991)-  46 12 44.48320(N)    119 02 11.27787(W) AD(       ) 2
 SA0892  NAD 83(1986)-  46 12 44.49040(N)    119 02 11.27068(W) AD(       ) 2
 SA0892  NAD 27      -  46 12 45.00000(N)    119 02 07.24100(W) AD(       ) 2
 SA0892  NGVD 29 (??/??/92)  128.405  (m)          421.28   (f) ADJ UNCH    1 2
 SA0892
 SA0892.Superseded values are not recommended for survey control.
 SA0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0892.See file dsdata.txt to determine how the superseded data were derived.
 SA0892
 SA0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4291719658(NAD 83)
 SA0892_MARKER: DD = SURVEY DISK
 SA0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0892_STAMPING: AINSWORTH 1941
 SA0892_MARK LOGO: DOD   
 SA0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0892+STABILITY: SURFACE MOTION
 SA0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA0892+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 SA0892
 SA0892  HISTORY     - Date     Condition        Report By
 SA0892  HISTORY     - 1941     MONUMENTED       USE
 SA0892  HISTORY     - 1942     GOOD             USE
 SA0892  HISTORY     - 1958     GOOD             CGS
 SA0892  HISTORY     - 1963     GOOD             CGS
 SA0892  HISTORY     - 1963     GOOD             NGS
 SA0892  HISTORY     - 1964     GOOD             CGS
 SA0892  HISTORY     - 1972     GOOD             BPA
 SA0892  HISTORY     - 1974     GOOD             NGS
 SA0892  HISTORY     - 1981     GOOD             NGS
 SA0892  HISTORY     - 1983     GOOD             USPSQD
 SA0892  HISTORY     - 20040708 GOOD             GEOCAC
 SA0892
 SA0892                          STATION DESCRIPTION
 SA0892
 SA0892'DESCRIBED BY US ENGINEERS 1942 (ANS)
 SA0892'STATION IS LOCATED ABOUT 3.0 MILES ESE OF PASCO, NEAR AINSWORTH
 SA0892'JUNCTION ON THE SPOKANE, PORTLAND AND SEATTLE RAILWAY, ON A LOW
 SA0892'POINT, ABOUT 46 METERS SE OF CENTER OF A SURFACED ROAD.  THE
 SA0892'SURFACE MARK IS A STANDARD U.S.E. CONTROL-STATION DISK SET IN A
 SA0892'6-INCH BY 6-INCH CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 SA0892'THE SURFACE.  IS 1.2 METERS N OF A 4- BY 4-INCH REFERENCE POST
 SA0892'PROJECTING ABOUT 2.0 FEET, AND IS STAMPED AINSWORTH 1941.
 SA0892'
 SA0892'STATION IS ALSO MARKED BY AN UNDERGROUND STATION MARK.
 SA0892'
 SA0892'REFERENCE MARK NO.1 IS A STANDARD U.S.E. DISK WELDED TO THE TOP
 SA0892'OF A 3-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE,
 SA0892'IS ABOUT 50 METERS SE OF ROAD CENTER, AND IS STAMPED AINSWORTH NO.1
 SA0892'1941.
 SA0892'
 SA0892'REFERENCE MARK NO.2 IS A STANDARD U.S.E. DISK WELDED TO THE TOP
 SA0892'OF A 3-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE,
 SA0892'IS ABOUT 50 METERS SE OF THE ROAD CENTER, AND IS STAMPED AINSWORTH
 SA0892'NO.2 1941.
 SA0892'
 SA0892'THERE IS NO WITNESS MARK.
 SA0892'
 SA0892'STATION JUNK (U.S.E.) USED AS AZIMUTH MARK.
 SA0892'
 SA0892'TO REACH FROM PASCO POST OFFICE GO 3.4 MILES SOUTHEASTERLY ON
 SA0892'U.S. HIGHWAY 410 TO SIDE ROADJUST N OF SACAJAWEA MEMORIAL
 SA0892'PLAQUE.  TURN RIGHT ON SIDE ROAD.  GO 0.5 MILE SOUTHWESTERLY TO
 SA0892'BEGINNING OF FIRST CURB IN ROAD.  GO SOUTHEASTERLY ABOUT 150 FEET
 SA0892'TO STATION.
 SA0892
 SA0892                          STATION RECOVERY (1958)
 SA0892
 SA0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SA0892'RECOVERED IN GOOD CONDITION, ABOUT 3 MI. SE OF PASCO, ABOUT 0.6
 SA0892'MI. SW OF THE W END OF THE HIGHWAY BRIDGE OVER THE SNAKE RIVER ON
 SA0892'A LOW SANDY KNOLL, 157 FT. SE OF THE CENTERLINE OF A PAVED ROAD
 SA0892'AND 4.0 FT. N OF A WITNESS POST.
 SA0892'
 SA0892'THE STATION IS A CORPS OF ENGINEERS DISK, STAMPED AINSWORTH 1941
 SA0892'SET IN THE TOP OF A 6-IN. SQUARE CONCRETE MONUMENT PROJECTING 6
 SA0892'IN. ABOVE THE SURFACE OF THE GROUND.
 SA0892'
 SA0892'REFERENCE MARK 1 IS A CORPS OF ENGINEERS DISK, STAMPED AINSWORTH
 SA0892'NO 1 1941, BRAZED TO THE TOP OF A 3-IN. IRON PIPE PROJECTING 5 IN.
 SA0892'
 SA0892'REFERENCE MARK 2 IS A CORPS OF ENGINEERS DISK, STAMPED AINSWORTH
 SA0892'NO 2 1941, BRAZED TO THE TOP OF A 3-IN. IRON PIPE PROJECTING 4 IN.
 SA0892'
 SA0892'TO REACH THE STATION FROM THE POST OFFICE IN PASCO (THIRD AVENUE
 SA0892'AND LEWIS STREET), GO E ON LEWIS STREET (U.S. HIGHWAY 395/410) FOR
 SA0892'3.6 MI., TURN RIGHT ON A PAVED ROAD, JUST N OF SACAJAWEA MEMORIAL
 SA0892'PLAQUE AND GO 0.7 MI. AND THE STATION ON THE LEFT.
 SA0892
 SA0892                          STATION RECOVERY (1963)
 SA0892
 SA0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SA0892'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 SA0892'
 SA0892'DIRECTIONS TO REACH THE STATION IN EITHER OF THE TWO DESCRIPTIONS
 SA0892'ARE ADEQUATE, BUT I FOUND THE DISTANCES TO BE 3.5 MILES AND 0.65
 SA0892'MILE TO THE BEGINNING OF THE CURVE TO THE RIGHT AND THE STATION
 SA0892'ON THE LEFT.
 SA0892
 SA0892                          STATION RECOVERY (1963)
 SA0892
 SA0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SA0892'2.4 MI SE FROM PASCO.
 SA0892'2.4 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0892'STATION AT PASCO, FRANKLIN COUNTY, 0.4 MILE EAST ALONG A PAVED ROAD.
 SA0892'AT THE TOP OF A SMALL KNOLL, ON THE OUTSIDE OF A CURVE IN THE ROAD,
 SA0892'156 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 4 FEET NORTHEAST
 SA0892'OF A WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY,
 SA0892'STANDARD TRIANGULATION-STATION DISK, STAMPED AINSWORTH 1941 AND SET IN
 SA0892'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 SA0892
 SA0892                          STATION RECOVERY (1964)
 SA0892
 SA0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 SA0892'THE STATION WAS RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS
 SA0892'PLACED 2 FEET SOUTH OF THE STATION MARK.
 SA0892
 SA0892                          STATION RECOVERY (1972)
 SA0892
 SA0892'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1972 (DL)
 SA0892'AINSWORTH 1941 THE STATION MARK AND REFERENCE MARKS FOUND IN
 SA0892'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 SA0892'
 SA0892'THE TO-REACH DESCRIPTION IS ADEQUATE.
 SA0892
 SA0892                          STATION RECOVERY (1974)
 SA0892
 SA0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SA0892'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 SA0892'MARKS HAD BEEN PULLED OUT OF THE GROUND.  TWO NEW REFERENCE MARKS
 SA0892'WERE ESTABLISHED.  FOURTEEN RM 3 WILL SERVE AS THE AZIMUTH MARK.
 SA0892'
 SA0892'THE STATION IS ABOUT 3 MILES EAST-SOUTHEAST OF PASCO, 3/4 MILE
 SA0892'NORTH OF SACAJAWEA STATE PARK, 0.6 MILE SOUTHWEST OF THE HIGHWAY
 SA0892'BRIDGE OVER THE SNAKE RIVER AND 0.1 MILE WEST-NORTHWEST OF THE
 SA0892'SOUTHEAST CORNER OF SEC. 34, T 9 N, R 30 E.
 SA0892'
 SA0892'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF 3RD AND
 SA0892'LEWIS ST. IN PASCO, GO EAST ON LEWIS STREET FOR 2.05 MILES TO A
 SA0892'STOP SIGN, TURN RIGHT AND GO SOUTHEAST ON U.S. HIGHWAYS 395 AND 12
 SA0892'FOR 0.9 MILE TO A DOUBLE-POLE POWER LINE CROSSING THE ROAD AND THE
 SA0892'AZIMUTH MARK (FOURTEEN RM 3), NEAR THE BOTTOM OF THE GUY WIRE ON
 SA0892'THE EASTERN POLE OF THE FIRST SET OF POLES SOUTH OF THE
 SA0892'HIGHWAY.  CONTINUE SOUTHEAST ON THE HIGHWAY 0.55 MILE, TURN
 SA0892'RIGHT AND GO SOUTHWEST 0.65 MILE A CURVE TO THE RIGHT AND THE
 SA0892'STATION ON THE LEFT, 157 FEET SOUTHEAST OF THE CENTER OF THE
 SA0892'ROAD.
 SA0892'
 SA0892'THE STATION MARK, STAMPED AINSWORTH 1941 IS AN ARMY ENGINEERS
 SA0892'CONTROL STATION DISK SET IN A 6-INCH SQUARE CONCRETE POST WHICH
 SA0892'PROJECTS 6 INCHES.  IT IS 156 FEET WEST OF POLE NO HF 1/10/6/A,
 SA0892'WHICH IS THE WEST ONE OF SIX POWER POLES WHICH SUPPORT THREE
 SA0892'DOUBLE-POLE POWER LINES.  THE MARK IS 2 FEET NORTHWEST OF A METAL
 SA0892'WITNESS POST.
 SA0892'
 SA0892'REFERENCE MARK NO. 3, STAMPED AINSWORTH U.S.E. 1942 NO 3 1974, IS
 SA0892'A STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2
 SA0892'INCHES, ON THE NORTHERN END OF A SLIGHT RIDGE WHICH IS THE HIGHEST
 SA0892'POINT IN THE VICINITY.
 SA0892'
 SA0892'REFERENCE MARK NO. 4, STAMPED AINSWORTH U.S.E. 1942 NO 4 1974, IS
 SA0892'A STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE
 SA0892'GROUND, 94 FEET SOUTHEAST OF THE CENTER OF THE ROAD, AT THE
 SA0892'BEGINNING OF THE CURVE, 193 FEET NORTHWEST OF POLE NO. HF
 SA0892'1/10/6/A, ON LINE WITH THE SOUTH EDGE OF THESE 6 POLES AND 15 FEET
 SA0892'EAST OF THE CENTER OF A 3-FOOT DEEP DITCH.
 SA0892'
 SA0892'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA0892'3 MILES EAST-SOUTHEAST OF PASCO.
 SA0892
 SA0892                          STATION RECOVERY (1981)
 SA0892
 SA0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0892'RECOVERED IN GOOD CONDITION. NOTE--THIS MARK IS THENSE 0.4 MI EAST ALO
 SA0892'THE PAVED ROAD DESCRIBED.
 SA0892
 SA0892                          STATION RECOVERY (1983)
 SA0892
 SA0892'RECOVERY NOTE BY US POWER SQUADRON 1983 (LR)
 SA0892'AINSWORTH 1941 STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 SA0892
 SA0892                          STATION RECOVERY (2004)
 SA0892
 SA0892'RECOVERY NOTE BY GEOCACHING 2004 (GOP)
 SA0892'FOUND ALONG WITH REFERENCE MARK 3
 SA0892'RM3 HANDHELD GPS - N46 12.741 W119 02.183 (WGS84)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0893 ***********************************************************************
 SA0893  DESIGNATION -  AINSWORTH RM 1
 SA0893  PID         -  SA0893
 SA0893  STATE/COUNTY-  WA/FRANKLIN
 SA0893  USGS QUAD   -  PASCO (1992)
 SA0893
 SA0893                         *CURRENT SURVEY CONTROL
 SA0893  ___________________________________________________________________
 SA0893* NAD 83(1986)-  46 12 43.     (N)    119 02 11.     (W)     SCALED    
 SA0893* NAVD 88     -       129.662  (meters)     425.40   (feet)  ADJUSTED  
 SA0893  ___________________________________________________________________
 SA0893  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SA0893  DYNAMIC HT  -         129.667 (meters)     425.42  (feet)  COMP
 SA0893  MODELED GRAV-     980,647.3   (mgal)                       NAVD 88
 SA0893
 SA0893  VERT ORDER  -  FIRST     CLASS II
 SA0893
 SA0893.The horizontal coordinates were scaled from a topographic map and have
 SA0893.an estimated accuracy of +/- 6 seconds.
 SA0893
 SA0893.The orthometric height was determined by differential leveling
 SA0893.and adjusted by the National Geodetic Survey in June 1991..
 SA0893
 SA0893.The geoid height was determined by GEOID03.
 SA0893
 SA0893.The dynamic height is computed by dividing the NAVD 88
 SA0893.geopotential number by the normal gravity value computed on the
 SA0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0893.degrees latitude (g = 980.6199 gals.).
 SA0893
 SA0893.The modeled gravity was interpolated from observed gravity values.
 SA0893
 SA0893;                    North         East    Units  Estimated Accuracy
 SA0893;SPC WA S     -    98,710.      612,930.      MT  (+/- 180 meters Scaled)
 SA0893
 SA0893                          SUPERSEDED SURVEY CONTROL
 SA0893
 SA0893  NGVD 29 (??/??/92)  128.668  (m)          422.14   (f) ADJ UNCH    1 2
 SA0893
 SA0893.Superseded values are not recommended for survey control.
 SA0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0893.See file dsdata.txt to determine how the superseded data were derived.
 SA0893
 SA0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM429196(NAD 83)
 SA0893_MARKER: DD = SURVEY DISK
 SA0893_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0893_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0893_STAMPING: AINSWORTH NO 1 1941
 SA0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0893
 SA0893  HISTORY     - Date     Condition        Report By
 SA0893  HISTORY     - 1941     MONUMENTED       DOD
 SA0893  HISTORY     - 1963     GOOD             CGS
 SA0893  HISTORY     - 1981     MARK NOT FOUND   NGS
 SA0893
 SA0893                          STATION DESCRIPTION
 SA0893
 SA0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SA0893'2.4 MI SE FROM PASCO.
 SA0893'20.8 FEET EAST OF TRIANGULATION STATION AINSWORTH (U.S.E.) DESCRIBED
 SA0893'ABOVE, AND 169 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.  A CORPS
 SA0893'OF ENGINEERS, U.S. ARMY, STANDARD REFERENCE-MARK DISK, STAMPED
 SA0893'AINSWORTH NO 1 1941 AND WELDED ON THE TOP OF AN IRON PIPE.
 SA0893
 SA0893                          STATION RECOVERY (1981)
 SA0893
 SA0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0893'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1151 ***********************************************************************
 SX1151  DESIGNATION -  AIR
 SX1151  PID         -  SX1151
 SX1151  STATE/COUNTY-  WA/KITTITAS
 SX1151  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX1151
 SX1151                         *CURRENT SURVEY CONTROL
 SX1151  ___________________________________________________________________
 SX1151* NAD 83(1991)-  47 01 37.39022(N)    120 32 07.36023(W)     ADJUSTED  
 SX1151* NAVD 88     -       521.     (meters)    1709.     (feet)  SCALED    
 SX1151  ___________________________________________________________________
 SX1151  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 SX1151  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 SX1151
 SX1151  HORZ ORDER  -  SECOND
 SX1151
 SX1151.This mark is at Bowers Field Airport (ELN)
 SX1151
 SX1151.The horizontal coordinates were established by classical geodetic methods
 SX1151.and adjusted by the National Geodetic Survey in December 1991..
 SX1151
 SX1151.The orthometric height was scaled from a topographic map.
 SX1151
 SX1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1151
 SX1151.The geoid height was determined by GEOID03.
 SX1151
 SX1151;                    North         East     Units Scale Factor Converg.
 SX1151;SPC WA S     -   188,261.094   497,310.811   MT  0.99994433   -0 01 32.5
 SX1151;SPC WA S     -   617,653.27  1,631,593.89   sFT  0.99994433   -0 01 32.5
 SX1151;UTM  10      - 5,211,118.402   687,275.705   MT  1.00003107   +1 48 13.8
 SX1151
 SX1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1151!SPC WA S     -   0.99992149  x   0.99994433  =   0.99986582
 SX1151!UTM  10      -   0.99992149  x   1.00003107  =   0.99995255
 SX1151
 SX1151|---------------------------------------------------------------------|
 SX1151| PID    Reference Object                     Distance      Geod. Az  |
 SX1151|                                                           dddmmss.s |
 SX1151| CF1852 AIR RM 1                             32.415 METERS 15615     |
 SX1151| CF1853 AIR RM 2                             43.921 METERS 25337     |
 SX1151|---------------------------------------------------------------------|
 SX1151
 SX1151                          SUPERSEDED SURVEY CONTROL
 SX1151
 SX1151  NAD 83(1986)-  47 01 37.39494(N)    120 32 07.34359(W) AD(       ) 2
 SX1151  NAD 27      -  47 01 37.94400(N)    120 32 03.09090(W) AD(       ) 2
 SX1151
 SX1151.Superseded values are not recommended for survey control.
 SX1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1151.See file dsdata.txt to determine how the superseded data were derived.
 SX1151
 SX1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8727611118(NAD 83)
 SX1151_MARKER: Z = SEE DESCRIPTION
 SX1151_SETTING: 0 = UNSPECIFIED SETTING
 SX1151
 SX1151  HISTORY     - Date     Condition        Report By
 SX1151  HISTORY     - 1957     MONUMENTED       CGS
 SX1151  HISTORY     - 1959     SEE DESCRIPTION  CGS
 SX1151  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SX1151  HISTORY     - 19960802 MARK NOT FOUND   CHANCE
 SX1151
 SX1151                          STATION DESCRIPTION
 SX1151
 SX1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SX1151'THE STATION IS LOCATED IN THE BASE OF THE WATER TOWER AT THE
 SX1151'ELLENSBURG AIRPORT, (BOWERS FIELD), ABOUT 2 MILES NORTH OF
 SX1151'ELLENSBURG.
 SX1151'
 SX1151'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN
 SX1151'ELLENSBURG, DRIVE EAST ON U.S. HIGHWAY 10 FOR 0.5 MILE TO AIR PORT
 SX1151'ROAD.  TURN LEFT AND DRIVE NORTH ON AIR PORT ROAD FOR 1.9 MILES TO A
 SX1151'GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE EAST FOR 0.15 MILE
 SX1151'TO THE WATER TOWER AND THE STATION ON THE RIGHT.
 SX1151'
 SX1151'THE STATION MARK IS A STANDARD DISK, STAMPED AIR 1957, CEMENTED IN
 SX1151'A DRILL HOLE IN THE TOP OF A CONCRETE DRAIN AT THE BASE OF THE WATER
 SX1151'TOWER.  THE MARK IS IN THE NORTHWEST END OF THE CONCRETE DRAIN, WHICH
 SX1151'IS 3 FEET WIDE, 12 FEET IN LENGTH AND PROJECTS 12 INCHES ABOVE THE
 SX1151'SURFACE OF THE GROUND.  IT IS 35 FEET WEST OF THE SOUTHWEST CORNER
 SX1151'OF A PUMP HOUSE AND 6 FEET NORTHEAST OF THE MOST SOUTHWEST LEG OF
 SX1151'THE WATER TOWER.
 SX1151'
 SX1151'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIR NO 1 1957,
 SX1151'CEMENTED IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE
 SX1151'AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 83
 SX1151'FEET NORTHEAST OF THE NORTHEAST CORNER OF A LONG WHITE BUILDING,
 SX1151'12 INCHES NORTH OF A NORTHEAST-SOUTHWEST FENCE AND ABOUT 12 INCHES
 SX1151'LOWER IN ELEVATION THAN THE STATION MARK.
 SX1151'
 SX1151'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AIR NO 2 1957,
 SX1151'CEMENTED IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE
 SX1151'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 103 FEET SOUTHWEST
 SX1151'OF A POWER POLE, 3 FEET NORTH OF A SMALL ELM TREE AND ABOUT 2 FEET
 SX1151'LOWER IN ELEVATION THAN THE STATION MARK.
 SX1151
 SX1151                          STATION RECOVERY (1959)
 SX1151
 SX1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WTJ)
 SX1151'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.  THERE
 SX1151'ARE PLANS BY THE CITY TO TAKE DOWN THIS WATER TOWER IN THE NEAR
 SX1151'FUTURE, IF SO THIS STATION WILL BE LOST.
 SX1151
 SX1151                          STATION RECOVERY (1984)
 SX1151
 SX1151'RECOVERY NOTE BY US POWER SQUADRON 1984 (LM)
 SX1151'STATION NOT RECOVERED.
 SX1151'
 SX1151'THE WATER TOWER DESCRIBED IN 1957 AND 1959 IS NO LONGER IN EXISTENCE,
 SX1151'AND THE STATION AND RMS ARE PRESUMED TO BE DESTROYED.  NO ONE AT
 SX1151'THE AIRPORT OR NEARBY OFFICES HAD ANY KNOWLEDGE OF THE TOWER OR THE
 SX1151'STATION.
 SX1151
 SX1151                          STATION RECOVERY (1996)
 SX1151
 SX1151'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SX1151'THE STATION WAS NOT RECOVERED AUG 2, 1996.  1959 DESCRIPTION MENTIONS
 SX1151'THAT STATION WILL BE LOST WHEN WATER TOWER IS DESTROYED.  WATER TOWER
 SX1151'NO LONGER EXISTS -- STATION PRESUMED DESTROYED.  MONUMENT SEARCH
 SX1151'LASTED 0.5 MAN-HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2400 ***********************************************************************
 RC2400  DESIGNATION -  AIR
 RC2400  PID         -  RC2400
 RC2400  STATE/COUNTY-  WA/SKAMANIA
 RC2400  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2400
 RC2400                         *CURRENT SURVEY CONTROL
 RC2400  ___________________________________________________________________
 RC2400* NAD 83(1991)-  45 37 38.57677(N)    121 59 21.40154(W)     ADJUSTED  
 RC2400* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 RC2400  ___________________________________________________________________
 RC2400  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 RC2400  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RC2400
 RC2400  HORZ ORDER  -  THIRD
 RC2400
 RC2400.The horizontal coordinates were established by classical geodetic methods
 RC2400.and adjusted by the National Geodetic Survey in December 1991..
 RC2400
 RC2400.The orthometric height was scaled from a topographic map.
 RC2400
 RC2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2400
 RC2400.The geoid height was determined by GEOID03.
 RC2400
 RC2400;                    North         East     Units Scale Factor Converg.
 RC2400;SPC WA S     -    33,780.633   383,864.401   MT  1.00005304   -1 04 54.5
 RC2400;SPC WA S     -   110,828.63  1,259,395.12   sFT  1.00005304   -1 04 54.5
 RC2400;SPC OR N     -   218,951.118 2,383,878.760   MT  0.99992660   -1 03 22.2
 RC2400;SPC OR N     -   718,343.56  7,821,124.54   iFT  0.99992660   -1 03 22.2
 RC2400;UTM  10      - 5,053,145.233   578,786.122   MT  0.99967631   +0 43 21.0
 RC2400
 RC2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2400!SPC WA S     -   0.99999951  x   1.00005304  =   1.00005255
 RC2400!SPC OR N     -   0.99999951  x   0.99992660  =   0.99992611
 RC2400!UTM  10      -   0.99999951  x   0.99967631  =   0.99967582
 RC2400
 RC2400:                Primary Azimuth Mark                     Grid Az
 RC2400:SPC WA S     -  ALDRICH RESET                            015 18 43.7
 RC2400:SPC OR N     -  ALDRICH RESET                            015 17 11.4
 RC2400:UTM  10      -  ALDRICH RESET                            013 30 28.2
 RC2400
 RC2400|---------------------------------------------------------------------|
 RC2400| PID    Reference Object                     Distance      Geod. Az  |
 RC2400|                                                           dddmmss.s |
 RC2400| RC2411 ALDRICH RESET                       APPROX. 3.0 KM 0141349.2 |
 RC2400|---------------------------------------------------------------------|
 RC2400
 RC2400                          SUPERSEDED SURVEY CONTROL
 RC2400
 RC2400  NAD 83(1991)-  45 37 38.57677(N)    121 59 21.40154(W) AD(       ) 3
 RC2400  NAD 83(1986)-  45 37 38.58606(N)    121 59 21.40925(W) AD(       ) 3
 RC2400  NAD 27      -  45 37 39.15900(N)    121 59 17.12600(W) AD(       ) 3
 RC2400
 RC2400.Superseded values are not recommended for survey control.
 RC2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2400.See file dsdata.txt to determine how the superseded data were derived.
 RC2400
 RC2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7878653145(NAD 83)
 RC2400
 RC2400  HISTORY     - Date     Condition        Report By
 RC2400  HISTORY     - 1938     MONUMENTED       USE
 RC2400  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2400
 RC2400                          STATION DESCRIPTION
 RC2400
 RC2400'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RC2400'ABOUT 400 YARDS FROM THE W END OF HAMILTON ISLAND, ON THE S
 RC2400'SHORE OF SAME.  IN PASTURE ABOUT 20 METERS SE OF A PATCH OF WOODS
 RC2400'AND 16 METERS FROM THE PRESENT EDGE OF THE CUT BANK.
 RC2400'
 RC2400'STATION IS MARKED BY A U.S. ENGINEERS IRON PIPE IN CONCRETE
 RC2400'BLOCK.
 RC2400
 RC2400                          STATION RECOVERY (1947)
 RC2400
 RC2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RC2400'NOT FOUND.  THE VICINITY OF STATION IS NOW A CULTIVATED
 RC2400'FIELD.  SIGNAL BUILDING PARTY CONTACTED TWO MEN WORKING IN THE
 RC2400'HAYFIELD AND WERE TOLD THAT THE MARK WAS REMOVED IN PLOWING AND
 RC2400'DISKING OF THIS AREA, ALSO THAT THIS AREA WAS CULTIVATED FOR THE
 RC2400'PAST FIVE YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2012 ***********************************************************************
 SY2012  DESIGNATION -  AIR BCN IN VALLEY SW OF KENT
 SY2012  PID         -  SY2012
 SY2012  STATE/COUNTY-  WA/KING
 SY2012  USGS QUAD   -  AUBURN (1994)
 SY2012
 SY2012                         *CURRENT SURVEY CONTROL
 SY2012  ___________________________________________________________________
 SY2012* NAD 83(1991)-  47 22 22.60431(N)    122 14 49.40459(W)     ADJUSTED  
 SY2012* NAVD 88     -                                                        
 SY2012  ___________________________________________________________________
 SY2012  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 SY2012  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 SY2012
 SY2012  HORZ ORDER  -  THIRD
 SY2012
 SY2012.The horizontal coordinates were established by classical geodetic methods
 SY2012.and adjusted by the National Geodetic Survey in December 1991..
 SY2012
 SY2012
 SY2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2012
 SY2012.The geoid height was determined by GEOID03.
 SY2012
 SY2012;                    North         East     Units Scale Factor Converg.
 SY2012;SPC WA N     -    42,445.861   393,231.534   MT  1.00002612   -1 03 09.2
 SY2012;SPC WA N     -   139,257.80  1,290,127.12   sFT  1.00002612   -1 03 09.2
 SY2012;SPC WA S     -   228,175.235   368,062.827   MT  1.00000931   -1 16 08.6
 SY2012;SPC WA S     -   748,604.92  1,207,552.79   sFT  1.00000931   -1 16 08.6
 SY2012;UTM  10      - 5,246,884.381   556,843.268   MT  0.99963971   +0 33 14.4
 SY2012
 SY2012                          SUPERSEDED SURVEY CONTROL
 SY2012
 SY2012  NAD 83(1986)-  47 22 22.59720(N)    122 14 49.41544(W) AD(       ) 4
 SY2012  NAD 27      -  47 22 23.24000(N)    122 14 44.99000(W) AD(       ) 3
 SY2012
 SY2012.Superseded values are not recommended for survey control.
 SY2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2012.See file dsdata.txt to determine how the superseded data were derived.
 SY2012
 SY2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5684346884(NAD 83)
 SY2012
 SY2012  HISTORY     - Date     Condition        Report By
 SY2012  HISTORY     - 1936     MONUMENTED       CGS
 SY2012  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY2012  HISTORY     - 1959     SEE DESCRIPTION  USGS
 SY2012
 SY2012                          STATION DESCRIPTION
 SY2012
 SY2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY2012'LOCATED NEAR SW CORNER SEC. 24, T. 22 N., P. 4 E ON THE E
 SY2012'VALLEY ROAD.
 SY2012
 SY2012                          STATION RECOVERY (1943)
 SY2012
 SY2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY2012'DESCRIPTION ADEQUATE EXCEPT THAT STATION IS ON WEST (NOT EAST)
 SY2012'VALLEY ROAD, 500 METERS S OF GREEN RIVER BRIDGE, NEAR THE RIVER
 SY2012'BANK E OF THE ROAD.
 SY2012'
 SY2012'THE BEACON IS ON A TOWER CONSTRUCTED OF LIGHT ANGLE IRON.
 SY2012
 SY2012                          STATION RECOVERY (1959)
 SY2012
 SY2012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 SY2012'STATION DESTROYED AND THE BEACON HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4402 ***********************************************************************
 SY4402  DESIGNATION -  AIR BEACON
 SY4402  PID         -  SY4402
 SY4402  STATE/COUNTY-  WA/KING
 SY4402  USGS QUAD   -  POVERTY BAY (1994)
 SY4402
 SY4402                         *CURRENT SURVEY CONTROL
 SY4402  ___________________________________________________________________
 SY4402* NAD 83(1991)-  47 30 13.31516(N)    122 16 10.51126(W)     ADJUSTED  
 SY4402* NAVD 88     -       114.8    (meters)     377.     (feet)  VERTCON   
 SY4402  ___________________________________________________________________
 SY4402  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 SY4402  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SY4402
 SY4402  HORZ ORDER  -  SECOND
 SY4402
 SY4402.The horizontal coordinates were established by classical geodetic methods
 SY4402.and adjusted by the National Geodetic Survey in December 1991..
 SY4402
 SY4402.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4402
 SY4402.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4402
 SY4402.The geoid height was determined by GEOID03.
 SY4402
 SY4402;                    North         East     Units Scale Factor Converg.
 SY4402;SPC WA N     -    57,012.054   391,801.522   MT  0.99999931   -1 04 09.6
 SY4402;SPC WA N     -   187,047.05  1,285,435.49   sFT  0.99999931   -1 04 09.6
 SY4402;UTM  10      - 5,261,399.307   555,005.957   MT  0.99963718   +0 32 18.8
 SY4402
 SY4402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4402!SPC WA N     -   0.99998564  x   0.99999931  =   0.99998495
 SY4402!UTM  10      -   0.99998564  x   0.99963718  =   0.99962283
 SY4402
 SY4402|---------------------------------------------------------------------|
 SY4402| PID    Reference Object                     Distance      Geod. Az  |
 SY4402|                                                           dddmmss.s |
 SY4402| CF7097 AIR BEACON RM 2                      11.146 METERS 03300     |
 SY4402| CF7095 AIR BEACON AZ MK                                   0893243.7 |
 SY4402| SY2135 KING COUNTY WATER DIST 69 TANK      APPROX. 2.7 KM 1275408.7 |
 SY4402| CF7096 AIR BEACON RM 1                       9.768 METERS 12822     |
 SY4402| SY4447 RANIER BEACH SW TANK                 84.736 METERS 16225     |
 SY4402| SY4407 AIR BEACON ECC 1963                   7.302 METERS 25223     |
 SY4402| SY4449 LAKEWOOD TANK                       APPROX. 4.8 KM 2743750.1 |
 SY4402| SY4468 SEATTLE BEVERLY PARK MUN TANK       APPROX. 4.8 KM 2743722.5 |
 SY4402| SY4302 DUMP                                APPROX. 1.4 KM 2793118.9 |
 SY4402| SY4621 MYRTLE STREET TANK                  APPROX. 9.1 KM 2960412.7 |
 SY4402| SY4398 SEATTLE KENWORTH TRUCK CORP WATER T APPROX. 3.3 KM 3092510.6 |
 SY4402| SY4420 BOEING FIELD WIND INDICATOR         APPROX. 4.5 KM 3195730.9 |
 SY4402|---------------------------------------------------------------------|
 SY4402
 SY4402                          SUPERSEDED SURVEY CONTROL
 SY4402
 SY4402  NAD 83(1986)-  47 30 13.30868(N)    122 16 10.51924(W) AD(       ) 2
 SY4402  NAD 27      -  47 30 13.95367(N)    122 16 06.07536(W) AD(       ) 2
 SY4402  NGVD 29 (07/19/86)  113.7    (m)          373.     (f) VERT ANG       
 SY4402
 SY4402.Superseded values are not recommended for survey control.
 SY4402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4402.See file dsdata.txt to determine how the superseded data were derived.
 SY4402
 SY4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5500661399(NAD 83)
 SY4402_MARKER: DS = TRIANGULATION STATION DISK
 SY4402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4402
 SY4402  HISTORY     - Date     Condition        Report By
 SY4402  HISTORY     - 1933     MONUMENTED       CGS
 SY4402  HISTORY     - 1938     GOOD             CGS
 SY4402  HISTORY     - 1951     GOOD             CGS
 SY4402  HISTORY     - 1952     GOOD             CGS
 SY4402  HISTORY     - 1953     GOOD             CGS
 SY4402  HISTORY     - 1955     GOOD             CGS
 SY4402  HISTORY     - 1958     GOOD             CGS
 SY4402  HISTORY     - 1960     GOOD             CGS
 SY4402  HISTORY     - 1963     GOOD             CGS
 SY4402  HISTORY     - 1963     GOOD             CGS
 SY4402  HISTORY     - 1971     MARK NOT FOUND   NGS
 SY4402  HISTORY     - 1973     GOOD             NGS
 SY4402
 SY4402                          STATION DESCRIPTION
 SY4402
 SY4402'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY4402'THE STATION IS IN FOUNTAIN STREET JUST E OF FIFTY-FIRST AVENUE S
 SY4402'NEAR THE SE CORNER OF THE FIRST HOUSE N OF FOUNTAIN STREET.  THIS
 SY4402'POINT IS ABOUT 20 FEET ABOVE FIFTY-FIRST AVENUE S AND WHERE
 SY4402'FOUNTAIN STREET HAS NOT BEEN GRADED.  THERE IS A HEAVY BARRIER ACROSS
 SY4402'FOUNTAIN STREET JUST W OF THE STATION.
 SY4402'
 SY4402'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4402'CONCRETE.
 SY4402'
 SY4402'REFERENCE MARK NO.1 IS IN THE LOT CONTAINING THE LEO STREET WATER
 SY4402'TANK, 0.67 METER S OF THE N FENCE, 15.65 METERS E OF THE W FENCE,
 SY4402'AND 26.7 METERS FROM THE LARGE PIPE AT THE CENTER OF THE TANK.
 SY4402'REFERENCE MARK NO.2 IS ON THE N SIDE OF FOUNTAIN STREET 13.034 METERS
 SY4402'FROM THE SW CORNER OF THE HOUSE.  THE HOUSE IS 15.47 METERS FROM THE
 SY4402'CENTER.
 SY4402'
 SY4402'REQUIRES A TRIPOD 25 FEET HIGH TO SEE OVER ADJACENT BUILDINGS N OF
 SY4402'SIGNAL.
 SY4402
 SY4402                          STATION RECOVERY (1938)
 SY4402
 SY4402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HJO)
 SY4402'THE STATION IS IN FOUNTAIN STREET JUST E OF FIFTY-FIRST AVENUE S
 SY4402'NEAR THE SE CORNER OF THE FIRST HOUSE N OF FOUNTAIN STREET (WHICH IS
 SY4402'THE FIRST STREET N OF THE LARGE WATER TANK WHICH CARRIES A
 SY4402'SEARCHLIGHT FOR AN AIR BEACON, AND LARGE SW IN NEON LIGHTS.) THIS
 SY4402'POINT IS ABOUT 20 FEET ABOVE FIFTY-FIRST AVENUE S AND WHERE FOUNTAIN
 SY4402'STREET HAS NOT BEEN GRADED.  THERE IS A HEAVY BARRIER ACROSS
 SY4402'FOUNTAIN STREET JUST W OF THE STATION.
 SY4402'
 SY4402'REFERENCE MARK NO.1 IS IN THE LOT CONTAINING THE LEO STREET WATER
 SY4402'TANK, 0.67 METER S OF THE N FENCE, AND 15.65 METERS E OF THE W FENCE,
 SY4402'AND 26.7 METERS FROM THE LARGE PIPE AT THE CENTER OF THE TANK.
 SY4402'REFERENCE MARK NO.2 IS ON THE N SIDE OF FOUNTAIN STREET 13.034 METERS
 SY4402'FROM THE SW CORNER OF THE HOUSE (WHICH IS 15.47 METERS FROM THE
 SY4402'CENTER).
 SY4402'
 SY4402'REQUIRES A TRIPOD 25 FEET HIGH TO SEE OVER ADJACENT BUILDINGS N OF
 SY4402'STATION.
 SY4402'
 SY4402'R.P. DISTANCES TO BUILDINGS TAKEN TO EAVES FOR PICTURE
 SY4402'IDENTIFICATION.
 SY4402
 SY4402                          STATION RECOVERY (1951)
 SY4402
 SY4402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4402'THE CENTER MARK AND RM 2 WERE FOUND IN GOOD CONDITION AS DESCRIBED
 SY4402'AND SHOWN ON ORIGINAL SKETCH.  THE UPPER PART OF RM 2 IS EXPOSED
 SY4402'BUT THE MARK IS STILL SOLIDLY IN PLACE.  THE HOUSE TO NORTH IS NOT
 SY4402'CHANGED.
 SY4402'
 SY4402'AS THE END OF FOUNTAIN STREET IS HIGH ABOVE THE CROSSING 51ST AVE.S.
 SY4402'IT IS PROBABLE THAT GRADING WILL BE DONE HERE AT SOME TIME.  IT IS
 SY4402'RECOMMENDED THAT TWO ADDITIONAL REFERENCE MARKS BE PLACED.  ONE
 SY4402'WOULD BE AT THE FIRST LOT CORNER EAST OF RM 2, ABOUT A FOOT OUTSIDE
 SY4402'THE LOT LINE.  THE OTHER WOULD BE SIMILARLY PLACED NEAR THE SOUTH
 SY4402'LINE OF FOUNTAIN ST.  IT IS THE CUSTOM IN SEATTLE TO PLACE THE
 SY4402'SIDEWALKS TWO FEET OUT FROM THE PROPERTY LINES.  NO SIDEWALKS HAVE
 SY4402'BEEN MADE ON THIS PART OF FOUNTAIN STREET BUT IN THE VICINITY
 SY4402'INDICATED THE GROUND IS LEVEL AND APPEARS TO BE AT THE FINAL
 SY4402'GRADE.  IF THE REFERENCE MARKS WERE PLACED BETWEEN THE SIDEWALK
 SY4402'LINE AND THE PROPERTY LINE THEY WOULD PROBABLY BE SECURE.
 SY4402
 SY4402                          STATION RECOVERY (1952)
 SY4402
 SY4402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4402'AT THE W END OF FOUNTAIN STREET WHERE IT DEAD-ENDS AT FIFTY-FIRST
 SY4402'AVENUE S, ABOUT 3 FEET N OF THE CENTER LINE OF THE STREET.
 SY4402'
 SY4402'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.  THE
 SY4402'STATION MARK AND R.M. 2 ARE STAMPED AIR BEACON 1933.  R.M. 1 IS NOT
 SY4402'STAMPED.  THESE MARKS WERE RECOVERED IN GOOD CONDITION.
 SY4402'
 SY4402'THE TANK USED FOR THE INITIAL IS A HIGH ELEVATED TANK ON TOP OF
 SY4402'THE RIDGE ACROSS THE VALLEY.  STATION MARK IS FLUSH WITH THE
 SY4402'STREET.  R.M. 2 PROJECTS ABOUT 8 INCHES SO IT IS EASILY RECOVERED.
 SY4402'R.M. 1, IN THE LOT WHERE THE LEO STREET WATER TANK IS LOCATED, IS
 SY4402'ABOUT 1 INCH BELOW THE SURFACE OF THE LAWN, 2 FEET S OF FENCE AND
 SY4402'INSIDE OF LOT, 60.8 FEET E OF A SECTION OF 12-INCH PIPE ABOUT 10
 SY4402'FEET LONG AND UPRIGHT AT NW CORNER OF LOT.  STATION MARK IS 18-1/2
 SY4402'FEET E OF THE LINE OF THE E SIDE OF THE DWELLING PROJECTED.  A
 SY4402'PINE TREE IS DIRECTLY ON LINE FROM STATION TO THE LEO STREET TANK.
 SY4402
 SY4402                          STATION RECOVERY (1953)
 SY4402
 SY4402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4402'ALL OF THE MARKS, INCLUDING REFERENCE MARK 1 WHICH WAS NOT FOUND IN
 SY4402'PAST RECOVERIES, WERE FOUND AS ORIGINALLY DESCRIBED, EXCEPT THAT THE
 SY4402'GUARDRAIL AT THE END OF FOUNTAIN STREET HAS BEEN REBUILT AND NOW
 SY4402'STANDS ABOUT 20 FT. W OF THE STATION MARK.  THE TWO REFERENCE
 SY4402'MARKS HAVE NOT BEEN DISTURBED, AND THE STATION COULD BE
 SY4402'RE-ESTABLISHED FROM THEM IN THE EVENT OF FUTURE GRADING OF FOUNTAIN
 SY4402'STREET.  FOR THIS REASON, NO NEW MARKS WERE BUILT AT THIS TIME.
 SY4402
 SY4402                          STATION RECOVERY (1955)
 SY4402
 SY4402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY4402'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 SY4402'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE IN THE
 SY4402'HORIZONTAL DIRECTION TO THE REFERENCE MARKS WAS FOUND AND AN
 SY4402'AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 SY4402'FOLLOWS.
 SY4402'
 SY4402'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF SEATTLE,
 SY4402'ABOUT 4 MILES WEST-NORTHWEST OF RENTON, ABOUT 2 MILES SOUTHEAST OF
 SY4402'THE BOEING AIRPORT, 51 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 SY4402'HOUSE, 25 FEET EAST OF A HEAVY BARRIER AT THE WEST END OF FOUNTAIN
 SY4402'STREET AND 18 FEET SOUTHEAST OF A HIGHLINE POLE.  IT IS ABOUT 2
 SY4402'INCHES BELOW THE SURFACE OF THE STREET AND IS STAMPED AIR BEACON
 SY4402'1933.
 SY4402'
 SY4402'REFERENCE MARK NO. 1 IS IN THE LOT CONTAINING THE WATER TANK, 87
 SY4402'FEET NORTHWEST OF THE WATER TANK, 70 FEET EAST OF THE CENTER OF
 SY4402'BEACON STREET AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 SY4402'SET FLUSH AND IS STAMPED NO 1.
 SY4402'
 SY4402'REFERENCE MARK NO. 2 IS 34 FEET NORTH OF THE CENTER OF FOUNTAIN
 SY4402'STREET, 33 FEET NORTHEAST OF A POWER LINE POLE AND 22 FEET SOUTHEAST
 SY4402'OF THE SOUTHEAST CORNER OF A GARAGE.  IT PROJECTS 3 INCHES AND IS
 SY4402'STAMPED AIR BEACON NO 2 1933.
 SY4402'
 SY4402'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF A DRIVEWAY, 18
 SY4402'FEET NORTH OF THE CENTER OF FOUNTAIN STREET AND 1 FOOT NORTH OF A
 SY4402'POWER LINE POLE.  IT IS SET FLUSH AND IS STAMPED AIR BEACON 1933
 SY4402'1955.
 SY4402'
 SY4402'TO REACH THE STATION FROM THE POST OFFICE IN RENTON GO NORTH ON
 SY4402'WILLIAM STREET FOR 0.05 MILE, TURN LEFT AND GO WEST ON THIRD AVENUE
 SY4402'FOR 0.6 MILE TO THE JUNCTION WITH STATE ROAD 2.  CONTINUE WEST AND
 SY4402'NORTHWEST ON STATE ROAD 2 AND EMPIRE WAY FOR 3.7 MILES TO BOEING
 SY4402'ACCESS ROAD ON THE LEFT AND CRESTON STREET ON THE RIGHT, TURN RIGHT
 SY4402'AND GO EAST ON CRESTON STREET FOR 0.35 MILE TO THE JUNCTION WITH
 SY4402'51ST AVENUE SOUTH, TURN RIGHT AND GO SOUTH ON 51ST AVENUE SOUTH FOR
 SY4402'0.3 MILE TO THE JUNCTION WITH LEO STREET.  TURN LEFT AND GO EAST ON
 SY4402'LEO STREET FOR 0.1 MILE TO 53RD AVENUE SOUTH, TURN LEFT ON 53RD
 SY4402'AVENUE SOUTH FOR 0.1 MILE TO FOUNTAIN STREET, TURN LEFT ON
 SY4402'FOUNTAIN STREET AND GO WEST FOR 0.1 MILE TO THE END OF THE STREET
 SY4402'TO THE STATION AND REFERENCE MARKS AS DESCRIBED.
 SY4402'
 SY4402'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON FOUNTAIN FOR
 SY4402'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 SY4402
 SY4402                          STATION RECOVERY (1958)
 SY4402
 SY4402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SY4402'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 SY4402'FOUND TO BE AS DESCRIBED IN THE 1938 AND 1952 RECOVERY NOTES, WITH
 SY4402'THE EXCEPTION REFERENCE MARK 2 IS NOW 18 INCHES BELOW THE SURFACE OF
 SY4402'THE GROUND.  ALL OF THE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 SY4402'
 SY4402'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE COMPARED
 SY4402'WITH THE 1952 OBSERVATIONS AND FOUND TO BE CORRECT.
 SY4402'
 SY4402'THE STATION MARK IS ABOUT 4 INCHES BELOW THE SURFACE OF FOUNTAIN
 SY4402'STREET, 17 FEET SOUTHEAST OF A POWER POLE, 26 FEET SOUTHWEST OF
 SY4402'THE STEEL COVER OF THE WATER METER FOR HOUSE NUMBER 5112 AND 51
 SY4402'FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE NUMBER 10734.
 SY4402'
 SY4402'FILL DIRT HAS BEEN POURED OVER REFERENCE MARK 2.  IT IS 43 FEET
 SY4402'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 10734, 36.6 FEET
 SY4402'SOUTH OF THE SOUTHWEST CORNER OF THE BRICK HOUSE, NUMBER 5112, AND 13
 SY4402'FEET NORTH OF THE NORTH EDGE OF THE STEEL COVER OF THE WATER METER
 SY4402'FOR HOUSE NUMBER 5112.
 SY4402
 SY4402                          STATION RECOVERY (1960)
 SY4402
 SY4402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GCM)
 SY4402'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SY4402'CONDITION AS DESCRIBED IN 1955 AND 1958, WITH THE FOLLOWING
 SY4402'ADDITION--
 SY4402'
 SY4402'A STEEL CYCLONE FENCE WITH A LOCKED GATE HAS BEEN BUILT AROUND THE
 SY4402'LOT CONTAINING THE WATER TANK.  REFERENCE MARK 1 IS 3.7 FEET SOUTH
 SY4402'OF THE NORTH FENCE AND 50 FEET EAST OF THE WEST FENCE.  THE MARK WAS
 SY4402'COVERED WITH TURF.
 SY4402'
 SY4402'THE AZIMUTH MARK COULD NOT BE FOUND FROM THE DESCRIPTION GIVEN.  A
 SY4402'NEW SEWER LINE HAS BEEN CONSTRUCTED ALONG THE NORTH SIDE OF FOUNTAIN
 SY4402'STREET, AND SOME OF THE POWER POLES HAVE BEEN MOVED.  STATION DUMP
 SY4402'1956 CAN BE USED FOR AN AZIMUTH.
 SY4402
 SY4402                          STATION RECOVERY (1963)
 SY4402
 SY4402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4402'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 SY4402'PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND.  REFERENCE
 SY4402'MARK NO. 2 IS ON PRIVATE PROPERTY AND THE PROPERTY OWNER, MR. L.W.
 SY4402'HENDRICKS, SAYS HE SAW IT WHEN HE PUT IN A WATER LINE AND THAT IT IS
 SY4402'STILL THERE.  IT WAS NOT DUG FOR AT THIS TIME.
 SY4402'
 SY4402'THE STATION MARK IS 9 INCHES BELOW THE LEVEL OF THE STREET, 32.0
 SY4402'FEET NORTHWEST OF A METAL DISK IN A CONCRETE POST, STAMPED R M 1 ECC
 SY4402'1956, (THIS IS A PRIVATE ENGINEERS SURVEY MONUMENT), 27.3 FEET
 SY4402'SOUTHWEST OF THE CENTER OF THE METAL COVER OVER THE WATER METER AT
 SY4402'HOUSE NO. 5112, 24.5 FEET EAST OF THE CENTER OF THE NORTHERN POST
 SY4402'OF THE BARRACADE AT THE WEST END OF FOUNTAIN STREET AND 17 FEET
 SY4402'SOUTHEAST OF THE SOUTH EDGE OF THE POWER POLE.
 SY4402'
 SY4402'REFERENCE MARK NO. 1 IS INSIDE THE FENCE AROUND THE WATER TANK AND 4
 SY4402'INCHES BELOW THE SURFACE OF THE GROUND.  A HOUSE IS BEING BUILT
 SY4402'BETWEEN THE MARK AND THE STATION.
 SY4402
 SY4402                          STATION RECOVERY (1963)
 SY4402
 SY4402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4402'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 SY4402'NOT RECOVERED.  IT MAY STILL BE IN PLACE BUT A HOUSE IS BEING BUILT
 SY4402'BETWEEN THE STATION AND REFERENCE MARK.  REFERENCE MARK 2 WAS NOT
 SY4402'RECOVERED.  IT MAY STILL BE IN PLACE BUT BURIED.  TWO MARKS SET BY
 SY4402'THE SEATTLE ENGINEERING SURVEY WERE TIED TO THE STATION AT THIS
 SY4402'TIME.
 SY4402'
 SY4402'THE TO REACH DESCRIPTION OF R.L.E. IN 1955 IS ADEQUATE.
 SY4402'
 SY4402'THE STATION IS LOCATED AT THE SOUTH CITY LIMITS OF SEATTLE, AT THE
 SY4402'NORTH CITY LIMITS OF RENTON AND ABOUT 300 FEET NORTH-NORTHEAST OF THE
 SY4402'CENTERLINE INTERSECTION OF 51ST AVENUE SOUTH AND SOUTH LEO STREET.
 SY4402'
 SY4402'THE STATION IS A STANDARD DISK STAMPED AIR BEACON 1933 SET IN THE
 SY4402'TOP OF A CONCRETE MONUMENT 10 INCHES BELOW THE STREET SURFACE.  IT IS
 SY4402'50.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE, WOODEN,
 SY4402'LAPSIDING HOUSE, 35.0 FEET NORTH-NORTHWEST OF THE CENTER OF A 12
 SY4402'INCH PINE TREE, 24.3 FEET EAST OF THE NORTH END OF A WOODEN, STREET
 SY4402'BARRIER AT THE WEST END OF FOUNTAIN STREET. 17.7 FEET SOUTHWEST OF
 SY4402'THE CENTER OF A 2 FOOT IN DIAMETER, IRON MANHOLE COVER WITH THE
 SY4402'WORD WATER CAST ON THE TOP, 17.1 FEET SOUTHEAST OF THE EDGE OF A
 SY4402'WOODEN UTILITY POLE AND 2 FEET NORTH OF THE CENTERLINE OF FOUNTAIN
 SY4402'STREET.
 SY4402'
 SY4402'AIR BEACON ECC. (S.E.S.) IS A SEATTLE ENGINEERING SURVEY DISK
 SY4402'STAMPED AIR BEACON ECC. 1956 SET IN CONCRETE 4 INCHES BELOW THE
 SY4402'SURFACE OF THE STREET.  IT IS 6 FEET SOUTH OF THE CENTERLINE OF
 SY4402'FOUNTAIN STREET, 5.0 FEET NORTH-NORTHEAST OF THE SOUTH END OF THE
 SY4402'WOODEN BARRIER ACROSS THE WEST END OF FOUNTAIN STREET, AND 1 FOOT
 SY4402'EAST OF THE BARRIER.
 SY4402'
 SY4402'R.M. 1 (S.E.S.) IS A SEATTLE ENGINEERING SURVEY DISK STAMPED R.M. 1
 SY4402'ECC. 1956 SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT
 SY4402'FLUSH WITH THE GROUND.  IT IS 20.0 FEET NORTHEAST OF THE CENTER OF A
 SY4402'12 INCH PINE TREE AND ABOUT 16 FEET SOUTH OF THE CENTERLINE OF
 SY4402'FOUNTAIN STREET.
 SY4402
 SY4402                          STATION RECOVERY (1971)
 SY4402
 SY4402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JVT)
 SY4402'THE STATION MARK AND REFERENCE MARK 1 WERE NOT SEARCHED FOR.  AIR
 SY4402'BEACON ECC. (S.E.S.) WAS OCCUPIED.  LOCAL INQUIRY STATED THAT THE
 SY4402'MARKS REMAINED IN PLACE AS DESCRIBED BY M.E.W. IN 1963.
 SY4402
 SY4402                          STATION RECOVERY (1973)
 SY4402
 SY4402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY4402'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 SY4402'CONDITION.  REFERENCE MARK 2 IS IN A LAWN ABOUT 18 INCHES BELOW
 SY4402'THE SURFACE OF THE GROUND.  PERMISSION COULD NOT BE OBTAINED TO
 SY4402'RECOVER IT, HOWEVER IT IS BELIEVED TO BE INTACT.  THE AZIMUTH MARK
 SY4402'WAS NOT RECOVERED AND PRESUMED DESTROYED.
 SY4402'
 SY4402'THE STATION WAS NOT OCCUPIED AS THE REFERENCE MARKS ARE
 SY4402'OBSTRUCTED.  A TRAVERSE CONNECTION WAS MADE TO AIR BEACON 2 WHICH IS
 SY4402'SOUTH OF THE STATION.  THE DISTANCE IS 91.0787 METERS.
 SY4402'
 SY4402'THE STATION CAN BE REACHED BY REFERRING TO THE DESCRIPTION FOR AIR
 SY4402'BEACON 2.
 SY4402'
 SY4402'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 7-1/2 MILES
 SY4402'SOUTHEAST OF DOWNTOWN SEATTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4549 ***********************************************************************
 SY4549  DESIGNATION -  AIR BEACON 2
 SY4549  PID         -  SY4549
 SY4549  STATE/COUNTY-  WA/KING
 SY4549  USGS QUAD   -  POVERTY BAY (1994)
 SY4549
 SY4549                         *CURRENT SURVEY CONTROL
 SY4549  ___________________________________________________________________
 SY4549* NAD 83(1991)-  47 30 10.36998(N)    122 16 10.64215(W)     ADJUSTED  
 SY4549* NAVD 88     -       114.6    (meters)     376.     (feet)  VERTCON   
 SY4549  ___________________________________________________________________
 SY4549  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 SY4549  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 SY4549
 SY4549  HORZ ORDER  -  FIRST
 SY4549
 SY4549.The horizontal coordinates were established by classical geodetic methods
 SY4549.and adjusted by the National Geodetic Survey in December 1991..
 SY4549
 SY4549.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4549
 SY4549.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4549
 SY4549.The geoid height was determined by GEOID03.
 SY4549
 SY4549;                    North         East     Units Scale Factor Converg.
 SY4549;SPC WA N     -    56,921.164   391,797.086   MT  0.99999946   -1 04 09.6
 SY4549;SPC WA N     -   186,748.85  1,285,420.94   sFT  0.99999946   -1 04 09.6
 SY4549;UTM  10      - 5,261,308.361   555,004.074   MT  0.99963718   +0 32 18.7
 SY4549
 SY4549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4549!SPC WA N     -   0.99998567  x   0.99999946  =   0.99998513
 SY4549!UTM  10      -   0.99998567  x   0.99963718  =   0.99962286
 SY4549
 SY4549|---------------------------------------------------------------------|
 SY4549| PID    Reference Object                     Distance      Geod. Az  |
 SY4549|                                                           dddmmss.s |
 SY4549| SY4402 AIR BEACON                           90.999 METERS 00143     |
 SY4549| CF7096 AIR BEACON RM 1                      23.312 METERS 01003     |
 SY4549| SY4448 SEATTLE S BEACON HILL WATER TANK     30.148 METERS 07023     |
 SY4549| CF7098 AIR BEACON 2 RM 3                    25.545 METERS 08651     |
 SY4549| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 2.7 KM 1262155.7 |
 SY4549| SY2387 TOWNSEND                            APPROX. 5.4 KM 1910312.1 |
 SY4549| SY2391 TUKWILA PORT OF SEATTLE TANK        APPROX. 5.3 KM 2032029.1 |
 SY4549|---------------------------------------------------------------------|
 SY4549
 SY4549                          SUPERSEDED SURVEY CONTROL
 SY4549
 SY4549  NAD 83(1986)-  47 30 10.36326(N)    122 16 10.65012(W) AD(       ) 1
 SY4549  NAD 27      -  47 30 11.00592(N)    122 16 06.20652(W) AD(       ) 1
 SY4549  NGVD 29 (07/19/86)  113.5    (m)          372.     (f) VERT ANG       
 SY4549
 SY4549.Superseded values are not recommended for survey control.
 SY4549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4549.See file dsdata.txt to determine how the superseded data were derived.
 SY4549
 SY4549_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5500461308(NAD 83)
 SY4549_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4549_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY4549
 SY4549  HISTORY     - Date     Condition        Report By
 SY4549  HISTORY     - 1973     MONUMENTED       NGS
 SY4549  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY4549
 SY4549                          STATION DESCRIPTION
 SY4549
 SY4549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY4549'THE STATION IS ABOUT 5 MILES WEST OF RENTON, 2 MILES SOUTHEAST OF
 SY4549'THE BOEING AIRPORT, 1/2 MILE EAST OF INTERSTATE 5 AND ON PROPERTY
 SY4549'OF THE SEATTLE WATER DEPARTMENT.
 SY4549'
 SY4549'TO REACH THE STATION FROM THE INTERSECTION OF SUNSET BLVD (STATE
 SY4549'HIGHWAY 900) AND RAINIER AVE S (STATE HIGHWAY 167) IN RENTON, GO
 SY4549'WEST ON SUNSET BLVD WHICH TURNS INTO EMPIRE WAY SW FOR 3.55 MILES
 SY4549'TO S RYAN RD.  TURN RIGHT AND GO EAST ON S RYAN RD FOR 0.5 MILE TO
 SY4549'51ST ST, TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO LEE ST.  TURN
 SY4549'LEFT AND GO EAST ON LEE ST FOR ABOUT 100 FEET AND THE STATION ON
 SY4549'THE LEFT INSIDE THE FENCED AREA OF THE WATER TANK.
 SY4549'
 SY4549'THE STATION IS A STANDARD DISK STAMPED AIR BEACON 2 1973, SET IN
 SY4549'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 SY4549'GROUND.  IT IS 63.3 FEET NORTH OF THE SOUTH FENCE, 27.9 FEET EAST
 SY4549'OF THE WEST FENCE AND 36 FEET SOUTH OF THE APPROXIMATE CENTER OF
 SY4549'THE GRAVELED ROAD LEADING TO THE WATER TANK.  THE UNDERGROUND
 SY4549'STATION DISK STAMPED AIR BEACON 2 1973 IS SET IN A IRREGULAR
 SY4549'MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 SY4549'
 SY4549'AIR BEACON 1933 IS A STANDARD DISK STAMPED AIR BEACON 1933, SET
 SY4549'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 8 INCHES
 SY4549'BELOW THE GROUND SURFACE.  IT IS 51 FEET SOUTHEAST OF THE SOUTHEAST
 SY4549'CORNER OF A HOUSE, 26.2 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 SY4549'METAL COVER OVER A WATER METER, 17 FEET SOUTH-SOUTHEAST OF A
 SY4549'POWERLINE POLE AND 16.3 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
 SY4549'A MAN HOLE COVER.
 SY4549'
 SY4549'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RM 1, SET IN THE TOP OF
 SY4549'A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND
 SY4549'SURFACE.  IT IS 50.3 FEET EAST OF THE WEST FENCE, 39 FEET NORTH
 SY4549'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 3.5 FEET SOUTH
 SY4549'OF THE NORTH FENCE.  THE REFERENCE MARK POINTS TO AIR BEACON
 SY4549'1933.
 SY4549'
 SY4549'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AIR BEACON 2 NO 3
 SY4549'1973, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A THE SOUTH
 SY4549'LEG OF THE WATER TANK.
 SY4549'
 SY4549'THERE WAS NO SUITABLE LOCATION FOR A DISTANT REFERENCE MARK.
 SY4549'
 SY4549'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 SY4549
 SY4549                          STATION RECOVERY (1983)
 SY4549
 SY4549'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4549'STATION NOT RECOVERED.
 SY4549'
 SY4549'SEATTLE WATER DEPT. HAS REMOVED WATER TOWER AND FENCE.  THE
 SY4549'LOCATION HAS GROWN UP IN HIGH GRASS AND BRUSH.  RM 3 STAMPED AIR
 SY4549'BEACON 2 NO 3 1973 IS STILL IN PLACE.  ALL OTHER MARKS MAY BE IN
 SY4549'PLACE BUT BRUSH PREVENTED LOCATING THEM.  NEW SURVEY STAKES ON
 SY4549'PROPERTY MAY INDICATE SOME CONSTRUCTION ACTIVITY AND MARKS MAY BE
 SY4549'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4407 ***********************************************************************
 SY4407  DESIGNATION -  AIR BEACON ECC 1963
 SY4407  PID         -  SY4407
 SY4407  STATE/COUNTY-  WA/KING
 SY4407  USGS QUAD   -  POVERTY BAY (1994)
 SY4407
 SY4407                         *CURRENT SURVEY CONTROL
 SY4407  ___________________________________________________________________
 SY4407* NAD 83(1991)-  47 30 13.24359(N)    122 16 10.84381(W)     ADJUSTED  
 SY4407* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 SY4407  ___________________________________________________________________
 SY4407  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 SY4407  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SY4407
 SY4407  HORZ ORDER  -  SECOND
 SY4407
 SY4407.The horizontal coordinates were established by classical geodetic methods
 SY4407.and adjusted by the National Geodetic Survey in December 1991..
 SY4407
 SY4407.The orthometric height was scaled from a topographic map.
 SY4407
 SY4407.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4407
 SY4407.The geoid height was determined by GEOID03.
 SY4407
 SY4407;                    North         East     Units Scale Factor Converg.
 SY4407;SPC WA N     -    57,009.974   391,794.522   MT  0.99999932   -1 04 09.8
 SY4407;SPC WA N     -   187,040.22  1,285,412.53   sFT  0.99999932   -1 04 09.8
 SY4407;UTM  10      - 5,261,397.032   554,999.022   MT  0.99963717   +0 32 18.6
 SY4407
 SY4407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4407!SPC WA N     -   0.99998559  x   0.99999932  =   0.99998491
 SY4407!UTM  10      -   0.99998559  x   0.99963717  =   0.99962277
 SY4407
 SY4407                          SUPERSEDED SURVEY CONTROL
 SY4407
 SY4407  NAD 83(1986)-  47 30 13.23711(N)    122 16 10.85179(W) AD(       ) 2
 SY4407  NAD 27      -  47 30 13.87900(N)    122 16 06.41200(W) AD(       ) 2
 SY4407
 SY4407.Superseded values are not recommended for survey control.
 SY4407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4407.See file dsdata.txt to determine how the superseded data were derived.
 SY4407
 SY4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5499961397(NAD 83)
 SY4407
 SY4407  HISTORY     - Date     Condition        Report By
 SY4407  HISTORY     - 1963     MONUMENTED       CGS
 SY4407
 SY4407                          STATION DESCRIPTION
 SY4407
 SY4407'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SY4407'SEE STATION AIR BEACON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0113 ***********************************************************************
 SX0113  DESIGNATION -  AIRPORT
 SX0113  PID         -  SX0113
 SX0113  STATE/COUNTY-  WA/DOUGLAS
 SX0113  USGS QUAD   -  WENATCHEE (1987)
 SX0113
 SX0113                         *CURRENT SURVEY CONTROL
 SX0113  ___________________________________________________________________
 SX0113* NAD 83(1991)-  47 26 57.64200(N)    120 16 56.23439(W)     ADJUSTED  
 SX0113* NAVD 88     -       436.263  (meters)    1431.31   (feet)  ADJUSTED  
 SX0113  ___________________________________________________________________
 SX0113  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 SX0113  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 SX0113  DYNAMIC HT  -         436.312 (meters)    1431.47  (feet)  COMP
 SX0113  MODELED GRAV-     980,712.2   (mgal)                       NAVD 88
 SX0113
 SX0113  HORZ ORDER  -  SECOND
 SX0113  VERT ORDER  -  FIRST     CLASS II
 SX0113
 SX0113.This mark is at Pangborn Mem Airport (EAT)
 SX0113
 SX0113.The horizontal coordinates were established by classical geodetic methods
 SX0113.and adjusted by the National Geodetic Survey in December 1991..
 SX0113
 SX0113.The orthometric height was determined by differential leveling
 SX0113.and adjusted by the National Geodetic Survey in June 1991..
 SX0113
 SX0113.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0113
 SX0113.The geoid height was determined by GEOID03.
 SX0113
 SX0113.The dynamic height is computed by dividing the NAVD 88
 SX0113.geopotential number by the normal gravity value computed on the
 SX0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0113.degrees latitude (g = 980.6199 gals.).
 SX0113
 SX0113.The modeled gravity was interpolated from observed gravity values.
 SX0113
 SX0113;                    North         East     Units Scale Factor Converg.
 SX0113;SPC WA N     -    50,108.076   541,557.743   MT  1.00000983   +0 24 37.0
 SX0113;SPC WA N     -   164,396.25  1,776,760.70   sFT  1.00000983   +0 24 37.0
 SX0113;UTM  10      - 5,258,680.842   704,870.577   MT  1.00011583   +2 00 10.0
 SX0113
 SX0113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0113!SPC WA N     -   0.99993469  x   1.00000983  =   0.99994452
 SX0113!UTM  10      -   0.99993469  x   1.00011583  =   1.00005051
 SX0113
 SX0113:                Primary Azimuth Mark                     Grid Az
 SX0113:SPC WA N     -  BADGER MOUNTAIN LOOKOUT TOWER            023 08 18.7
 SX0113:UTM  10      -  BADGER MOUNTAIN LOOKOUT TOWER            021 32 45.7
 SX0113
 SX0113|---------------------------------------------------------------------|
 SX0113| PID    Reference Object                     Distance      Geod. Az  |
 SX0113|                                                           dddmmss.s |
 SX0113| SX1110 BADGER MOUNTAIN LOOKOUT TOWER       APPROX. 7.4 KM 0233255.7 |
 SX0113| SX1138 WENATCHEE AIRPORT AIRWAY BCN        APPROX. 0.8 KM 0965104.1 |
 SX0113| SX1140 WENATCHEE RADIO MAST                APPROX. 0.6 KM 0985651.8 |
 SX0113| SX0114 AIRPORT RM 1                          7.632 METERS 20151     |
 SX0113| SX1135 WENATCHEE LAUNDRY STACK             APPROX. 3.4 KM 2175059.1 |
 SX0113| SX1136 WENATCHEE ST ANTHONY HOSP CROS      APPROX. 4.1 KM 2221551.7 |
 SX0113| SX1133 WENATCHEE STATE HWY S RAD MST       APPROX. 3.4 KM 2615959.7 |
 SX0113| SX1139 WENATCHEE VALLEY FOOD BLDG STK      APPROX. 3.5 KM 2654410.0 |
 SX0113| SX0115 AIRPORT RM 2                         17.020 METERS 27219     |
 SX0113| SX1137 WENATCHEE KPQ RADIO MAST            APPROX. 3.4 KM 2741102.7 |
 SX0113|---------------------------------------------------------------------|
 SX0113
 SX0113                          SUPERSEDED SURVEY CONTROL
 SX0113
 SX0113  NAD 83(1986)-  47 26 57.64562(N)    120 16 56.21823(W) AD(       ) 2
 SX0113  NAD 27      -  47 26 58.18900(N)    120 16 51.96300(W) AD(       ) 2
 SX0113  NGVD 29 (??/??/92)  435.139  (m)         1427.62   (f) ADJ UNCH    1 2
 SX0113
 SX0113.Superseded values are not recommended for survey control.
 SX0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0113.See file dsdata.txt to determine how the superseded data were derived.
 SX0113
 SX0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0487158681(NAD 83)
 SX0113_MARKER: DS = TRIANGULATION STATION DISK
 SX0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0113_STAMPING: AIRPORT 1941
 SX0113_MARK LOGO: CGS   
 SX0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0113+STABILITY: SURFACE MOTION
 SX0113
 SX0113  HISTORY     - Date     Condition        Report By
 SX0113  HISTORY     - 1941     MONUMENTED       CGS
 SX0113  HISTORY     - 1948     GOOD             CGS
 SX0113  HISTORY     - 1948     GOOD             NGS
 SX0113  HISTORY     - 1953     GOOD             CGS
 SX0113  HISTORY     - 1963     GOOD             CGS
 SX0113  HISTORY     - 1982     GOOD             NGS
 SX0113  HISTORY     - 1983     GOOD             WADNR
 SX0113
 SX0113                          STATION DESCRIPTION
 SX0113
 SX0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SX0113'STATION LOCATED IN THE NW PART OF THE WENATCHEE AIRPORT LANDING
 SX0113'FIELD, 2-1/2 MILES NNE OF THE COLUMBIA RIVER BRIDGE, 2 MILES NE OF
 SX0113'THE BUSINESS SECTION OF THE CITY ON A LOW SANDY HILL.
 SX0113'
 SX0113'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 SX0113'SET IN CONCRETE.
 SX0113'
 SX0113'THE STATION MARK IS 5.3 FEET S OF A 4- BY 4-INCH WOOD WITNESS POST
 SX0113'AND PROJECTS 6 INCHES.  IT IS STAMPED AIRPORT 1941.
 SX0113'
 SX0113'REFERENCE MARK NO.1 IS 1 FOOT LOWER THAN STATION MARK AND PROJECTS 8
 SX0113'INCHES, STAMPED AIRPORT NO.1 1941.
 SX0113'
 SX0113'REFERENCE MARK NO.2 IS 1-1/2 FEET LOWER THAN THE STATION MARK AND
 SX0113'PROJECTS 8 INCHES, STAMPED AIRPORT NO.2 1941.
 SX0113'
 SX0113'USE EITHER STATION WENATCHEE OR BROMLEY U.S.G.S. FOR AZIMUTH MARK.
 SX0113'
 SX0113'TO REACH FROM THE E END OF THE COLUMBIA RIVER BRIDGE, GO E ON AN
 SX0113'OILED SURFACE ROAD 0.6 MILE.  TURN N, LEFT, ONTO MAIN-TRAVELED PAVED
 SX0113'ROAD AND GO 2.4 MILES.  TURN LEFT OFF HIGHWAY AND FOLLOW AIRPORT ROAD
 SX0113'0.3 MILE TO THE MAIN HANGAR OF THE AIRPORT.  PASS TO RIGHT OF THE
 SX0113'HANGAR AND FOLLOW A TRACK ROAD 0.3 MILE TO N END OF FIELD.  THENCE
 SX0113'BEAR LEFT IN A WESTERLY DIRECTION 0.2 MILE TO A LOW SANDY HILL AND
 SX0113'STATION.  A DRIVE STATION.
 SX0113
 SX0113                          STATION RECOVERY (1948)
 SX0113
 SX0113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SX0113'ALL MARKS WERE FOUND IN GOOD CONDITION AND THE DESCRIPTION IS
 SX0113'EFFECTUAL.  THE DISTANCES AND DIRECTIONS WERE NOT TAKEN TO THE
 SX0113'REFERENCE MARKS.  THE STATION WAS OCCUPIED FOR VERTICAL CONTROL FOR
 SX0113'EXISTING TRIANGULATION.  THE DESCRIPTION FOLLOWS.
 SX0113'
 SX0113'THE STATION IS ON A SMALL SAND DUNE ON A LOW BENCH OF THE FOOTHILLS
 SX0113'ON WHICH THE FANCHER AIRPORT IS LOCATED.  IT IS ABOUT 0.3 MILE WEST
 SX0113'OF THE OFFICE BUILDINGS AT FANCHER AIRPORT AND ABOUT 2 MILES NORTH
 SX0113'OF THE TOWN OF WENATCHEE.
 SX0113'
 SX0113'THE STATION MARK, STAMPED AIRPORT 1941, IS A STANDARD STATION MARK
 SX0113'DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH CONCRETE BLOCK THAT
 SX0113'PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 SX0113'ABOUT 120 YARDS NORTH OF THE WEST END OF AN EAST-WEST RUNWAY AND IS
 SX0113'MARKED BY A WHITE WITNESS POST ABOUT 5-1/2 FEET TO THE NORTH.
 SX0113'
 SX0113'REFERENCE MARK NUMBER 1, STAMPED AIRPORT NO 1 1941, IS A STANDARD
 SX0113'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH
 SX0113'CONCRETE BLOCK THAT PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE OF
 SX0113'THE GROUND.
 SX0113'
 SX0113'REFERENCE MARK NUMBER 2, STAMPED AIRPORT NO 2 1941, IS A STANDARD
 SX0113'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH
 SX0113'CONCRETE POST THAT PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 SX0113'GROUND.
 SX0113'
 SX0113'TO REACH THE STATION FROM THE MAIN HANGER AT THE FANCHER AIRPORT, GO
 SX0113'NORTHWEST ALONG THE EAST SIDE OF THE BUILDINGS ON A TRACK ROAD
 SX0113'AROUND THE NORTH END OF A LANDING STRIP FOR 0.3 MILE.  THEN BEAR
 SX0113'SOUTHWEST TO A PROMINENT SAND DUNE AND THE STATION, A DISTANCE OF
 SX0113'ABOUT 0.2 MILE.
 SX0113
 SX0113                          STATION RECOVERY (1948)
 SX0113
 SX0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 SX0113'IN FANCHER AIRPORT.
 SX0113'AT FANCHER AIRPORT, DOUGLAS COUNTY, 0.3 MILE WEST OF THE OFFICE
 SX0113'BUILDING ON THE TOP OF A PROMINENT KNOLL, ABOUT 350 FEET NORTH OF THE
 SX0113'WEST END OF THE EAST-AND-WEST RUNWAY, AND 5.4 FEET SOUTH OF A WHITE
 SX0113'WOODEN WITNESS POST.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 SX0113'AIRPORT 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ONE FOOT
 SX0113'ABOVE GROUND.
 SX0113
 SX0113                          STATION RECOVERY (1953)
 SX0113
 SX0113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CVM)
 SX0113'RECOVERED AS DESCRIBED.  WENATCHEE AIRPORT IS NOW KNOWN AS FRANCHER
 SX0113'FIELD.
 SX0113
 SX0113                          STATION RECOVERY (1963)
 SX0113
 SX0113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SX0113'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THIS AIRPORT IS
 SX0113'NOW OWNED BY WEN-AIR-CO. AND IS CALLED FANCHER FIELD.
 SX0113'
 SX0113'TO REACH THE STATION FROM THE EAST END OF THE COLUMBIA RIVER
 SX0113'BRIDGE, FOLLOW STATE HIGHWAY 10 NORTHEASTERLY 0.4 MILE, TURN LEFT ON
 SX0113'GRANT ROAD AND GO 0.4 MILE, TURN LEFT ON EASTMONT AVE. AND GO 3.65
 SX0113'MILE TO A Y, TAKE THE LEFT FORK 0.3 MILE TO THE RESTAURANT AND OFFICE
 SX0113'AT THE AIRPORT, CONTINUE NORTH 0.1 MILE TO THE NORTHEAST CORNER OF
 SX0113'THE MAIN HANGAR.  FROM HERE THE STATION IS ON THE GRASSY KNOLL 0.4
 SX0113'MILE NORTH 80 DEGREES WEST.  AFTER OBTAINING PERMISSION, IT IS
 SX0113'POSSIBLE TO DRIVE ACROSS AIRPORT TO THE STATION.  ABOUT 40 YARDS
 SX0113'NORTH OF THE STATION, THERE IS A DITCH ABOUT 15 FEET WIDE AND 6
 SX0113'FEET DEEP, WHICH RUNS TO THE EDGE OF THE PLATEAU.
 SX0113
 SX0113                          STATION RECOVERY (1982)
 SX0113
 SX0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0113'RECOVERED IN GOOD CONDITION.
 SX0113
 SX0113                          STATION RECOVERY (1983)
 SX0113
 SX0113'RECOVERY NOTE BY WA DEPT OF NAT RES 1983
 SX0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2935 ***********************************************************************
 RD2935  DESIGNATION -  AIRPORT
 RD2935  PID         -  RD2935
 RD2935  STATE/COUNTY-  WA/CLARK
 RD2935  USGS QUAD   -  MOUNT TABOR (1990)
 RD2935
 RD2935                         *CURRENT SURVEY CONTROL
 RD2935  ___________________________________________________________________
 RD2935* NAD 83(1991)-  45 37 06.91390(N)    122 31 50.32259(W)     ADJUSTED  
 RD2935* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 RD2935  ___________________________________________________________________
 RD2935  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 RD2935  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD2935
 RD2935  HORZ ORDER  -  FIRST
 RD2935
 RD2935.The horizontal coordinates were established by classical geodetic methods
 RD2935.and adjusted by the National Geodetic Survey in December 1991..
 RD2935
 RD2935.The orthometric height was scaled from a topographic map.
 RD2935
 RD2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2935
 RD2935.The geoid height was determined by GEOID03.
 RD2935
 RD2935;                    North         East     Units Scale Factor Converg.
 RD2935;SPC WA S     -    33,745.308   341,630.912   MT  1.00005558   -1 28 30.2
 RD2935;SPC WA S     -   110,712.73  1,120,834.08   sFT  1.00005558   -1 28 30.2
 RD2935;UTM  10      - 5,051,778.453   536,592.127   MT  0.99961646   +0 20 07.6
 RD2935
 RD2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2935!SPC WA S     -   0.99998944  x   1.00005558  =   1.00004502
 RD2935!UTM  10      -   0.99998944  x   0.99961646  =   0.99960590
 RD2935
 RD2935:                Primary Azimuth Mark                     Grid Az
 RD2935:SPC WA S     -  LARCH MTN RADAR TOWER                    060 32 37.8
 RD2935:UTM  10      -  LARCH MTN RADAR TOWER                    058 44 00.0
 RD2935
 RD2935|---------------------------------------------------------------------|
 RD2935| PID    Reference Object                     Distance      Geod. Az  |
 RD2935|                                                           dddmmss.s |
 RD2935| RD2248 LARCH MTN RADAR TOWER               APPROX.21.3 KM 0590407.6 |
 RD2935| RD2405 RADIO STATION KATU MAST             APPROX.13.4 KM 0614018.5 |
 RD2935| AH6873 AIRPORT AZ MK RESET                                0991037.1 |
 RD2935| RD2942 B 10 2                              359.040 METERS 09932     |
 RD2935| RD2943 B 10 TEMP POINT                     373.635 METERS 10053     |
 RD2935| CE2251 AIRPORT AZ MK                                      1010138.8 |
 RD2935| AH6935 AIRPORT RM 1                         26.407 METERS 18339     |
 RD2935| CE2250 AIRPORT AZ MK 3                                    2425631.9 |
 RD2935| CE2252 AIRPORT RM 2                         35.799 METERS 25650     |
 RD2935| RD2805 VANCOUVER MILL PLAIN ROAD TANK      APPROX. 6.7 KM 2804026.3 |
 RD2935| RD4250 AIRPORT RM 3                         22.426 METERS 30846     |
 RD2935|---------------------------------------------------------------------|
 RD2935
 RD2935                          SUPERSEDED SURVEY CONTROL
 RD2935
 RD2935  NAD 83(1991)-  45 37 06.91390(N)    122 31 50.32259(W) AD(       ) 1
 RD2935  NAD 83(1986)-  45 37 06.93009(N)    122 31 50.32598(W) AD(       ) 1
 RD2935  NAD 27      -  45 37 07.50197(N)    122 31 45.98465(W) AD(       ) 1
 RD2935
 RD2935.Superseded values are not recommended for survey control.
 RD2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2935.See file dsdata.txt to determine how the superseded data were derived.
 RD2935
 RD2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3659251778(NAD 83)
 RD2935_MARKER: DS = TRIANGULATION STATION DISK
 RD2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2935_STAMPING: AIRPORT 1961
 RD2935_MARK LOGO: CGS   
 RD2935_PROJECTION: FLUSH
 RD2935_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2935+STABILITY: SURFACE MOTION
 RD2935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD2935+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1984
 RD2935
 RD2935  HISTORY     - Date     Condition        Report By
 RD2935  HISTORY     - 1961     MONUMENTED       CGS
 RD2935  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RD2935  HISTORY     - 1979     GOOD             NGS
 RD2935  HISTORY     - 19840502 GOOD             NGS
 RD2935  HISTORY     - 1985     GOOD             USPSQD
 RD2935  HISTORY     - 1988     GOOD             USPSQD
 RD2935
 RD2935                          STATION DESCRIPTION
 RD2935
 RD2935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RD2935'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 RD2935'CONDITION.  REFERENCE MARK NO. 2, AND THE AZIMUTH MARK HAD BEEN
 RD2935'DESTROYED.  REFERENCE MARK NO. 3, AND A NEW AZIMUTH MARK WERE
 RD2935'ESTABLISHED.  THE HORIZONTAL DISTANCE TO REFERENCE MARK NO. 1 WAS
 RD2935'NOT VERIFIED DUE TO THE HAZARDS OF MEASURING ACROSS A BUSY
 RD2935'THOROUGHFARE, THE DISTANCE SHOWN ABOVE WERE TAKEN FROM THE ORIGINAL
 RD2935'DESCRIPTION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD2935'
 RD2935'THE STATION IS ON THE EVERGREEN AIRPORT.
 RD2935'
 RD2935'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 5, AND EAST
 RD2935'MILL PLAIN BLVD., GO EAST ON EAST MILL PLAIN BLVD, AND SE MILL PLAIN
 RD2935'ROAD FOR 6.8 MILES TO THE ENTRANCE TO THE AIRPORT, AND THE STATION
 RD2935'ON THE LEFT.
 RD2935'
 RD2935'THE STATION MARK, STAMPED AIRPORT 1961, IS A STANDARD DISK SET IN A
 RD2935'12-INCH SQUARE CONCRETE MONUMENT THAT IS 1-INCH BELOW THE SURFACE,
 RD2935'67 FEET NORTH OF THE CENTER OF SE MILL PLAIN ROAD, 55 FEET SOUTHWEST
 RD2935'OF THE SOUTHEAST CORNER OF THE CLUB-HOUSE, 55 FEET SE OF THE SE
 RD2935'CORNER OF THE HANGAR, 51 FEET NE OF A TELEPHONE POLE, AND 34 FEET
 RD2935'SE OF THE SOUTH END OF A METAL GATE.  (NOTE 1A AND 7A)
 RD2935'
 RD2935'REFERENCE MARK NO.1, STAMPED AIRPORT NO 1 1961, IS A STANDARD DISK
 RD2935'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH, 41
 RD2935'FEET NW OF J. M. DICKINSONS MAILBOX, 29 FEET NNW OF THE END OF A
 RD2935'CYCLONE FENCE, 20 FEET SOUTH OF THE CENTER OF SE MILL PLAIN ROAD, 18
 RD2935'FEET WEST OF THE CENTER OF THE DRIVEWAY, AND 0.5 FOOT NORTH OF THE
 RD2935'HEDGE.  (NOTE 11A)
 RD2935'
 RD2935'REFERENCE MARK NO. 3, STAMPED AIRPORT 1961 NO 3 1978, IS A STANDARD
 RD2935'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE RAMP TO THE HANGAR, 36
 RD2935'FEET WNW OF THE NORTH END OF THE GATE, 13 FEET SOUTH OF THE HANGAR,
 RD2935'13 FEET NORTH OF THE CENTER OF THE PRIVATE ROAD, AND 1-FOOT WEST OF
 RD2935'THE EAST EDGE OF THE RAMP.
 RD2935'
 RD2935'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON SE MILL PLAIN
 RD2935'ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO SOUTH ON SE
 RD2935'136TH AVENUE FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO
 RD2935'WEST ON SE 7TH STREET FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 RD2935'LEFT.
 RD2935'
 RD2935'THE AZIMUTH MARK, STAMPED AIRPORT 1961 1978, IS A STANDARD DISK
 RD2935'CEMENTED IN A DRILL HOLE IN THE CURB, 65 FEET EAST OF THE CENTER OF
 RD2935'THE DRIVEWAY TO HOUSE NO. 13111, 65 FEET WEST OF THE CENTER OF SE
 RD2935'132ND AVENUE, AND 19 FEET SOUTH OF THE CENTER OF SE 7TH STREET.
 RD2935'
 RD2935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 6-1/2 MILES EAST
 RD2935'OF VANCOUVER.
 RD2935
 RD2935                          STATION RECOVERY (1979)
 RD2935
 RD2935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RD2935'THE STATION MARK, REFERENCE MARKS 1 AND 3, AND THE 1978 AZIMUTH
 RD2935'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ANGLES TO THE
 RD2935'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1978 DATE HOWEVER A
 RD2935'LONGER DISTANCE OF 0.011 METER TO RM 1 AND A SHORTER DISTANCE OF
 RD2935'0.010 METER TO RM 3 WAS NOTED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 RD2935'
 RD2935'THE STATION IS LOCATED ON THE GROUNDS OF THE EVERGREEN AIRPORT IN THE
 RD2935'EASTERN PART OF VANCOUVER.
 RD2935'
 RD2935'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 RD2935'EAST MILL PLAIN BLVD. IN VANCOUVER GO EAST ON EAST MILL PLAIN BLVD
 RD2935'AND THEN ON EAST MILL PLAIN ROAD FOR 6.7 MILES TO THE ANTIQUE
 RD2935'AIRPLANE CLUB HOUSE AT THE EVERGREEN AIRPORT AND THE STATION.
 RD2935'
 RD2935'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 RD2935'STAMPED---AIRPORT 1961---SET INTO THE TOP OF A SQUARE CONCRETE
 RD2935'MONUMENT 30 CM (12 INCHES) ON SIDE RECESSED 8 CM (3 INCHES) BELOW THE
 RD2935'GROUND LOCATED 20.4 METERS (67 FEET) N FROM THE CENTER OF MILLPLAIN
 RD2935'ROAD, 16.8 METERS (55 FEET) SW FROM THE SOUTHEAST CORNER OF THE
 RD2935'CLUBHOUSE, AND 10.4 METERS (34 FEET) SE FROM THE SOUTH GATE POST OF A
 RD2935'METAL GATE.
 RD2935'
 RD2935'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RD2935'NOS) DISK STAMPED---AIRPORT NO 1 1961---SET INTO THE TOP OF A
 RD2935'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE
 RD2935'GROUND LOCATED 12.2 METERS (40 FEET) NW FROM THE MAIL BOX OF J M
 RD2935'DIRKSON, 9.1 METERS (30 FEET) NNW FROM THE END OF A CHAIN LINK FENCE,
 RD2935'AND 6.1 METERS (20 FEET) S FROM THE CENTERLINE OF MILL PLAIN ROAD AT
 RD2935'THE NORTH EDGE OF A HEDGE.
 RD2935'
 RD2935'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RD2935'STAMPED---AIRPORT 1961 NO 3 1978---CEMENTED IN A DRILL HOLE IN THE
 RD2935'CONCRETE APRON OF A HANGER LOCATED 4.0 METERS (13 FEET) S FROM THE
 RD2935'HANGER, 4.3 METERS (14 FEET) N FROM THE CENTER OF THE TRACK ROAD, 0.3
 RD2935'METER (1 FOOT) W FROM THE EAST EDGE OF THE APRON, AND 0.3 METER (1
 RD2935'FOOT) HIGHER THAN THE STATION.
 RD2935'
 RD2935'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RD2935'STAMPED---AIRPORT 1961 1978---CEMENTED IN A DRILL HOLE IN THE CURB
 RD2935'AT THE INTERSECTION OF SE 132ND AVE AND SE 7TH ST LOCATED 19.8 METERS
 RD2935'(65 FEET) E FROM THE CENTER OF THE DRIVE AT HOUSE NO. 13111, 19.5
 RD2935'METERS (64 FEET) W FROM THE CENTER LINE OF SE 132ND AVE, AND 5.8
 RD2935'METERS (19 FEET) S FROM THE CENTERLINE OF SE 7TH ST.
 RD2935'
 RD2935'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON MILLPLAIN ROAD
 RD2935'FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON SE 136TH
 RD2935'AVE FOR 0.2 MILE TO THE JUNCTION OF SE 7TH STREET.  TURN RIGHT AND GO
 RD2935'WEST ON SE 7TH ST FOR 0.3 MILE TO THE JUNCTION OF SE 132ND AVE AND
 RD2935'THE MARK ON THE LEFT.
 RD2935
 RD2935                          STATION RECOVERY (1984)
 RD2935
 RD2935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (LLR)
 RD2935'THE STATION IS LOCATED ABOUT 10.8 KM (6.70 MI) EAST OF VANCOUVER AT
 RD2935'THE EVERGREEN AIRPORT. TO REACH FROM THE JUNCTION OF INTERSTATE
 RD2935'HIGHWAY 5 AND EAST MILL PLAINE BOULEVARD IN VANCOUVER, GO EAST ON EAST
 RD2935'MILL PLAINE BOULEVARD FOR 10.78 KM (6.70 MI) TO THE EVERGREEN AIRPORT
 RD2935'ON THE LEFT AND THE STATION IN FRONT OF THE ANTIQUE AIRPLANE
 RD2935'CLUBHOUSE. THE MARK IS SET IN THE TOP OF A 0.30 M (0.98 FT) SQUARE
 RD2935'CONCRETE MONUMENT THAT IS RECESSED 0.10 M (0.33 FT) BELOW THE SURFACE
 RD2935'OF THE PARKING LOT.  IT IS 22.43 M (73.59 FT) SOUTHEAST OF REFERENCE
 RD2935'MARK 3, 4.748 M (15.577 FT) NORTH-NORTHEAST OF REFERENCE MARK 4, 20.4
 RD2935'M (66.9 FT) NORTH OF THE CENTER OF SOUTHEAST MILL PLAINE BOULEVARD,
 RD2935'16.8 M (55.1 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE CLUB HOUSE,
 RD2935'16.8 M (55.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A HANGAR, 5.1 M
 RD2935'(16.7 FT) NORTH-NORTHEAST OF A POWER LINE POLE AND 4.8 M (15.7 FT)
 RD2935'NORTH OF A WITNESS POST.
 RD2935
 RD2935                          STATION RECOVERY (1985)
 RD2935
 RD2935'RECOVERY NOTE BY US POWER SQUADRON 1985 (TCO)
 RD2935'(1) AIRPORT 1961 REPORTED TO BE IN GOOD CONDITION.
 RD2935'
 RD2935'DESCRIPTION ADEQUATE--MARK (STATION) IS NOW UNDER PARKING LOT BLACK
 RD2935'TOP AND HAS BEEN REPORTED AS SUCH TO LOCAL OFFICE OF C AND GS.
 RD2935'CLUB-HOUSE REFERRED TO IS A GREEN BUILDING USED BY ANTIQUE AIRCRAFT
 RD2935'CLUB.  DUE TO EXTENSIVE ROAD CONSTRUCTION IN THIS AREA, DISTANCE
 RD2935'AND DIRECTION FROM TELEPHONE POLE MAY NOT BE CORRECT.  OTHERWISE,
 RD2935'DESCRIPTION CONSIDERED TO BE CORRECT.
 RD2935'
 RD2935'(2) AIRPORT R.M. NO. 1 1961 - SEARCHED FOR BUT NOT FOUND.  CONSIDERED
 RD2935'TO BE LOST DUE TO WIDENING OF MILL PLAIN ROAD.
 RD2935'
 RD2935'(3) AIRPORT 1961 R.M. NO. 3 1978 - RECOVERED IN GOOD CONDITION.
 RD2935'DESCRIPTION ADEQUATE.
 RD2935'
 RD2935'(4) AZIMUTH MARK, STAMPED AIRPORT 1961 1978 RECOVERED IN GOOD
 RD2935'CONDITION.  DESCRIPTION ADEQUATE.
 RD2935
 RD2935                          STATION RECOVERY (1988)
 RD2935
 RD2935'RECOVERY NOTE BY US POWER SQUADRON 1988 (WL)
 RD2935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2451 ***********************************************************************
 SC2451  DESIGNATION -  AIRPORT
 SC2451  PID         -  SC2451
 SC2451  STATE/COUNTY-  WA/PACIFIC
 SC2451  USGS QUAD   -  SOUTH BEND (1994)
 SC2451
 SC2451                         *CURRENT SURVEY CONTROL
 SC2451  ___________________________________________________________________
 SC2451* NAD 83(1991)-  46 41 54.22355(N)    123 49 19.48810(W)     ADJUSTED  
 SC2451* NAVD 88     -         3.61   (+/-2cm)      11.8    (feet)  VERTCON   
 SC2451  ___________________________________________________________________
 SC2451  LAPLACE CORR-          15.60  (seconds)                    DEFLEC99
 SC2451  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SC2451
 SC2451  HORZ ORDER  -  SECOND
 SC2451  VERT ORDER  -  THIRD ? (See Below)
 SC2451
 SC2451.The horizontal coordinates were established by classical geodetic methods
 SC2451.and adjusted by the National Geodetic Survey in December 1991..
 SC2451
 SC2451.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2451.The vertical order pertains to the NGVD 29 superseded value.
 SC2451
 SC2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2451
 SC2451.The geoid height was determined by GEOID03.
 SC2451
 SC2451;                    North         East     Units Scale Factor Converg.
 SC2451;SPC WA S     -   157,076.290   246,013.913   MT  0.99991655   -2 24 47.3
 SC2451;SPC WA S     -   515,341.13    807,130.65   sFT  0.99991655   -2 24 47.3
 SC2451;UTM  10      - 5,171,976.919   437,150.190   MT  0.99964855   -0 35 53.8
 SC2451
 SC2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2451!SPC WA S     -   1.00000303  x   0.99991655  =   0.99991958
 SC2451!UTM  10      -   1.00000303  x   0.99964855  =   0.99965158
 SC2451
 SC2451:                Primary Azimuth Mark                     Grid Az
 SC2451:SPC WA S     -  BEND RESET                               100 30 10.9
 SC2451:UTM  10      -  BEND RESET                               098 41 17.4
 SC2451
 SC2451|---------------------------------------------------------------------|
 SC2451| PID    Reference Object                     Distance      Geod. Az  |
 SC2451|                                                           dddmmss.s |
 SC2451| SC2404 BEND RESET                          APPROX. 3.9 KM 0980523.6 |
 SC2451| SC0835 G 422                                48.660 METERS 12109     |
 SC2451| CE2889 AIRPORT RM 1                         19.219 METERS 14448     |
 SC2451| CE2891 AIRPORT RM 3                        160.284 METERS 19723     |
 SC2451| CE2890 AIRPORT RM 2                          4.947 METERS 22711     |
 SC2451|---------------------------------------------------------------------|
 SC2451
 SC2451                          SUPERSEDED SURVEY CONTROL
 SC2451
 SC2451  NAD 83(1991)-  46 41 54.22195(N)    123 49 19.48891(W) AD(       ) 2
 SC2451  NAD 83(1986)-  46 41 54.22265(N)    123 49 19.47581(W) AD(       ) 2
 SC2451  NAD 27      -  46 41 54.86753(N)    123 49 14.88088(W) AD(       ) 2
 SC2451  NGVD 29 (07/19/86)    2.52   (m)            8.3    (f) LEVELING    3  
 SC2451
 SC2451.Superseded values are not recommended for survey control.
 SC2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2451.See file dsdata.txt to determine how the superseded data were derived.
 SC2451
 SC2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3715071977(NAD 83)
 SC2451
 SC2451  HISTORY     - Date     Condition        Report By
 SC2451  HISTORY     - 1975     MONUMENTED       NGS
 SC2451  HISTORY     - 1975     GOOD             NGS
 SC2451
 SC2451                          STATION DESCRIPTION
 SC2451
 SC2451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 SC2451'THE STATION WAS ESTABLISHED TO REPLACE PONY 2 1953, WHICH WILL BE
 SC2451'DESTROYED WHEN THE PROPERTY OWNER CONSTRUCTS A HOUSE AT THE SITE.
 SC2451'
 SC2451'THE STATION IS AT THE COUNTY AIRPORT, 4-1/2 MILES WEST OF RAYMOND,
 SC2451'2-1/2 MILES NORTH-NORTHWEST OF SOUTH BEND AND ON THE NORTH SIDE OF
 SC2451'THE WILLAPA RIVER.
 SC2451'
 SC2451'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY
 SC2451'105 IN THE NORTHEASTERN PART OF RAYMOND, GO WEST ON STATE HIGHWAY
 SC2451'105 FOR 4.55 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTHERLY 0.5
 SC2451'MILE TO THE CARETAKER RESIDENCE AT THE AIRPORT AND THE STATION.
 SC2451'
 SC2451'THE STATION MARK, STAMPED AIRPORT 1975, IS A STANDARD DISK SET IN A
 SC2451'ROUND CONCRETE POST FLUSH WITH THE GROUND, 28.3 FEET SOUTHEAST OF
 SC2451'THE SOUTHEAST CORNER AND 1.5 FEET SOUTHWEST OF THE PROJECTED
 SC2451'SOUTHWEST SIDE OF THE AIRPORT CARETAKERS HOUSE.  AND 11 FEET
 SC2451'NORTHEAST OF THE WOODEN RAIL WHEEL BUMPER ALONG THE SOUTHWEST EDGE
 SC2451'OF THE PARKING AREA.
 SC2451'
 SC2451'REFERENCE MARK NO. 1, STAMPED AIRPORT NO 1 1975, IS A STANDARD DISK
 SC2451'SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 5-1/2
 SC2451'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE BLACKTOP AIRPLANE
 SC2451'TIE-DOWN AREA AND 1-1/2 FEET SOUTHWEST OF THE WOODEN WHEEL BUMPER.
 SC2451'
 SC2451'REFERENCE MARK NO. 2, STAMPED AIRPORT NO 2 1975, IS A STANDARD DISK
 SC2451'SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 32.6
 SC2451'FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 5 FEET SOUTH OF
 SC2451'THE WOODEN WHEEL BUMPER AND 1 FOOT NORTH OF THE BLACKTOP TIE-DOWN
 SC2451'AREA.
 SC2451'
 SC2451'REFERENCE MARK NO. 3, STAMPED AZ AIRPORT NO 3 1975, IS A STANDARD
 SC2451'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, ON TANGENT
 SC2451'WITH THE CENTERLINE OF THE NORTH-SOUTH TAXI STRIP BETWEEN THE
 SC2451'RUNWAY AND TIE-DOWN AREA.  AND 7 FEET SOUTH OF THE SOUTH EDGE OF
 SC2451'THE BLACKTOP RUNWAY.
 SC2451'
 SC2451'BENCH MARK G 422 IS A USC AND GS BENCH MARK DISK, STAMPED 422 1968,
 SC2451'SET IN THE NORTH CORNER OF THE CONCRETE FOUNDATION OF THE AIRPORT
 SC2451'HANGAR, 1 FOOT NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING
 SC2451'AND 1 INCH BELOW GROUND.
 SC2451'
 SC2451'NEAREST TOWN--RAYMOND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1476 ***********************************************************************
 SX1476  DESIGNATION -  AIRPORT
 SX1476  PID         -  SX1476
 SX1476  STATE/COUNTY-  WA/KING
 SX1476  USGS QUAD   -  FALL CITY (1993)
 SX1476
 SX1476                         *CURRENT SURVEY CONTROL
 SX1476  ___________________________________________________________________
 SX1476* NAD 83(1991)-  47 31 07.57901(N)    121 53 09.73863(W)     ADJUSTED  
 SX1476* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 SX1476  ___________________________________________________________________
 SX1476  LAPLACE CORR-          10.48  (seconds)                    DEFLEC99
 SX1476  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 SX1476
 SX1476  HORZ ORDER  -  SECOND
 SX1476
 SX1476.The horizontal coordinates were established by classical geodetic methods
 SX1476.and adjusted by the National Geodetic Survey in December 1991..
 SX1476
 SX1476.The orthometric height was scaled from a topographic map.
 SX1476
 SX1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1476
 SX1476.The geoid height was determined by GEOID03.
 SX1476
 SX1476;                    North         East     Units Scale Factor Converg.
 SX1476;SPC WA N     -    58,220.496   420,716.459   MT  0.99999655   -0 47 01.5
 SX1476;SPC WA N     -   191,011.74  1,380,300.58   sFT  0.99999655   -0 47 01.5
 SX1476;UTM  10      - 5,263,417.277   583,865.894   MT  0.99968643   +0 49 17.7
 SX1476
 SX1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1476!SPC WA N     -   0.99994845  x   0.99999655  =   0.99994500
 SX1476!UTM  10      -   0.99994845  x   0.99968643  =   0.99963489
 SX1476
 SX1476|---------------------------------------------------------------------|
 SX1476| PID    Reference Object                     Distance      Geod. Az  |
 SX1476|                                                           dddmmss.s |
 SX1476| CF4046 AIRPORT RM                           20.772 METERS 05749     |
 SX1476| SX1389 SHERWOOD                            APPROX. 7.2 KM 1850356.3 |
 SX1476|---------------------------------------------------------------------|
 SX1476
 SX1476                          SUPERSEDED SURVEY CONTROL
 SX1476
 SX1476  NAD 83(1986)-  47 31 07.56961(N)    121 53 09.74518(W) AD(       ) 2
 SX1476  NAD 27      -  47 31 08.20000(N)    121 53 05.33300(W) AD(       ) 2
 SX1476
 SX1476.Superseded values are not recommended for survey control.
 SX1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1476.See file dsdata.txt to determine how the superseded data were derived.
 SX1476
 SX1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8386663417(NAD 83)
 SX1476_MARKER: Z = SEE DESCRIPTION
 SX1476_SETTING: 0 = UNSPECIFIED SETTING
 SX1476
 SX1476  HISTORY     - Date     Condition        Report By
 SX1476  HISTORY     - 1936     MONUMENTED       WAGS
 SX1476  HISTORY     - 1947     SEE DESCRIPTION  LOCENG
 SX1476  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SX1476  HISTORY     - 1958     SEE DESCRIPTION  BPA
 SX1476
 SX1476                          STATION DESCRIPTION
 SX1476
 SX1476'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1476'THIS STATION IS LOCATED 2 MILES AIR LINE E OF PRESTON, ON THE
 SX1476'HIGHEST POINT OF A FLAT-TOPPED E AND W RIDGE.  FLAT RIDGE RUNS 1/4
 SX1476'MILE S.  SNAGGED AND LOGGED OFF.
 SX1476'
 SX1476'STATION IS MARKED BY A STANDARD STATE SURVEY DISK, MARKED KING
 SX1476'COUNTY AERIAL SURVEY SET IN BOULDER FLUSH WITH GROUND.
 SX1476'
 SX1476'REFERENCE MARK IS MARKED SAME AS STATION SET IN LARGE BOULDER 3
 SX1476'FEET ABOVE GROUND.
 SX1476'
 SX1476'TO REACH THE STATION FROM PRESTON GO S 1.6 MILES AND TAKE LEFT
 SX1476'FORK AND GO 0.3 MILE TO A GATE ON THE LEFT AND A ROAD LEADING NE
 SX1476'UP THE E SIDE OF CREEK.  TURN LEFT AND FOLLOW ROAD 1.1 MILES
 SX1476'(PASSING OVER CROSSING ON OLD RAILROAD BRIDGE AND OVER A SMALLER
 SX1476'CREEK ON A COUPLE OF LOGS IN THE ROAD).  WOOD ROAD LEADS TO THE
 SX1476'LEFT BUT ONLY GOES 100 YARDS TO END OF TRUCK TRAVEL.  STATION IS
 SX1476'N ABOUT 1 MILE MAGNETIC BEARING 335 DEG.  FOLLOW OLD WOOD ROAD TO
 SX1476'THE END, THEN CROSS FLAT TO THE LOW RIDGE TO THE E, THENCE NW UP
 SX1476'RIDGE TO THE HIGHEST POINT.  STATION IS 150 YARDS S OF TWO
 SX1476'12-INCH FIR TREES AND 46 FEET E OF A TALL CEDAR SNAG.
 SX1476
 SX1476                          STATION RECOVERY (1947)
 SX1476
 SX1476'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947
 SX1476'RECOVERED BY GARDNER, GARDNER AND HITCHINGS.
 SX1476'
 SX1476'NEW DESCRIPTION--FROM TOWN OF PRESTON, DRIVE E ON NEW STATE
 SX1476'HIGHWAY ABOUT 3 MILES TO ECHO LAKE.  RETURN ABOUT 0.3 MILE TO
 SX1476'WELL-MARKED LOGGING ROAD RUNNING NW.  GO ON THIS ROAD ABOUT 4,000
 SX1476'FEET.  PARK AND WALK S THROUGH BRUSH ABOUT 1,300 FEET.
 SX1476
 SX1476                          STATION RECOVERY (1952)
 SX1476
 SX1476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SX1476'STATION RECOVERED IN GOOD CONDITION.
 SX1476'
 SX1476'TO REACH THE STATION FROM PRESTON POST OFFICE, GO 0.3 MI. TO
 SX1476'U.S. HIGHWAY 10, TURN LEFT ON U.S. HIGHWAY 10 AND GO 2.9 MI., TURN
 SX1476'LEFT ON A DIRT ROAD AT COAX 28.0 SIGN AND GO 0.8 MI. TO THE
 SX1476'INTERSECTION OF A DIRT ROAD WITH A PACIFIC TELEPHONE AND TELEGRAPH
 SX1476'BURIED CABLE.  LEAVE TRUCK HERE AND PROCEED ON FOOT SW TO THE TOP
 SX1476'OF A FLAT-TOPPED E-W RIDGE AND THE STATION.  STATION IS SET IN A
 SX1476'LARGE BOULDER FLUSH WITH THE GROUND AT THE HIGHEST POINT OF THE
 SX1476'RIDGE.
 SX1476
 SX1476                          STATION RECOVERY (1958)
 SX1476
 SX1476'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1958
 SX1476'FROM ECHO LAKE GO W ON U.S. HIGHWAY 10 FOR 0.3 MI. TO A SIDE ROAD
 SX1476'(RIGHT) (SIGN L-3-E).  TURN RIGHT (N) ON THE SIDE ROAD AND GO 0.8
 SX1476'MI. TO A CABLE ROUTE.  LEAVE CAR AND WALK W ALONG THE CABLE ROUTE
 SX1476'APPROXIMATELY 1500 FT. TO MARKER POST 258.  THEN PACK S
 SX1476'APPROXIMATELY 1000 FT. TO THE STATION.  THE CEDAR SNAG CAN BE
 SX1476'SEEN WHEN THE STATION IS APPROACHED.  THE CROSS ON THE CEDAR SNAG
 SX1476'IS ON THE NE FACE.  DID NOT RECOVER THE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0678 ***********************************************************************
 TQ0678  DESIGNATION -  AIRPORT
 TQ0678  PID         -  TQ0678
 TQ0678  STATE/COUNTY-  WA/SKAGIT
 TQ0678  USGS QUAD   -  GRANDY LAKE (1989)
 TQ0678
 TQ0678                         *CURRENT SURVEY CONTROL
 TQ0678  ___________________________________________________________________
 TQ0678* NAD 83(1991)-  48 31 45.69287(N)    121 45 29.67025(W)     ADJUSTED  
 TQ0678* NAVD 88     -        81.53   (+/-2cm)     267.5    (feet)  VERTCON   
 TQ0678  ___________________________________________________________________
 TQ0678  LAPLACE CORR-           7.86  (seconds)                    DEFLEC99
 TQ0678  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 TQ0678
 TQ0678  HORZ ORDER  -  THIRD
 TQ0678  VERT ORDER  -  THIRD ? (See Below)
 TQ0678
 TQ0678.The horizontal coordinates were established by classical geodetic methods
 TQ0678.and adjusted by the National Geodetic Survey in December 1991..
 TQ0678
 TQ0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0678.The vertical order pertains to the NGVD 29 superseded value.
 TQ0678
 TQ0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0678
 TQ0678.The geoid height was determined by GEOID03.
 TQ0678
 TQ0678;                    North         East     Units Scale Factor Converg.
 TQ0678;SPC WA N     -   170,451.807   431,691.273   MT  0.99996803   -0 41 19.0
 TQ0678;SPC WA N     -   559,223.97  1,416,307.12   sFT  0.99996803   -0 41 19.0
 TQ0678;UTM  10      - 5,375,883.457   591,677.123   MT  0.99970326   +0 55 49.8
 TQ0678
 TQ0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0678!SPC WA N     -   0.99999030  x   0.99996803  =   0.99995833
 TQ0678!UTM  10      -   0.99999030  x   0.99970326  =   0.99969356
 TQ0678
 TQ0678:                Primary Azimuth Mark                     Grid Az
 TQ0678:SPC WA N     -  JOSEPHINE                                294 20 32.0
 TQ0678:UTM  10      -  JOSEPHINE                                292 43 23.2
 TQ0678
 TQ0678|---------------------------------------------------------------------|
 TQ0678| PID    Reference Object                     Distance      Geod. Az  |
 TQ0678|                                                           dddmmss.s |
 TQ0678| TQ0688 JOSEPHINE                           APPROX.16.4 KM 2933913.0 |
 TQ0678|---------------------------------------------------------------------|
 TQ0678
 TQ0678                          SUPERSEDED SURVEY CONTROL
 TQ0678
 TQ0678  NAD 83(1986)-  48 31 45.69431(N)    121 45 29.66565(W) AD(       ) 3
 TQ0678  NGVD 29 (12/03/90)   80.38   (m)          263.7    (f) LEVELING    3  
 TQ0678
 TQ0678.Superseded values are not recommended for survey control.
 TQ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0678.See file dsdata.txt to determine how the superseded data were derived.
 TQ0678
 TQ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU9167775883(NAD 83)
 TQ0678_MARKER: DS = TRIANGULATION STATION DISK
 TQ0678_SETTING: 80 = SET IN A BOULDER
 TQ0678_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TQ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0678+STABILITY: SURFACE MOTION
 TQ0678
 TQ0678  HISTORY     - Date     Condition        Report By
 TQ0678  HISTORY     - 1950     MONUMENTED       USGS
 TQ0678  HISTORY     - 1965     GOOD             USGS
 TQ0678
 TQ0678                          STATION DESCRIPTION
 TQ0678
 TQ0678'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 TQ0678'LOCATED ABOUT 1 MI SW. OF CONCRETE.  2315 FT. FROM SOUTH EDGE OF
 TQ0678'CONCRETE AIRPORT RUNWAY.
 TQ0678'
 TQ0678'TO REACH FROM CONCRETE, DRIVE 0.5 MI W. ON HWY. 17 TO JCT. WITH
 TQ0678'BAKER LAKE RD. AND SIGN ATHLETIC STADIUM, TURN LEFT (S.) AND
 TQ0678'CONTINUE TO END OF RD. AT AIRPORT GATE, PASS THRU GATE AND BEAR
 TQ0678'E. ACROSS LANDING STRIP TO STATION.
 TQ0678'
 TQ0678'STATION MARK--STANDARD TABLET STAMPED---AIRPORT 1950 264---,
 TQ0678'CEMENTED IN DRILL HOLE IN LARGE, WHITE BOULDER PROJECTING ABOUT 2
 TQ0678'FT. ABOVE GROUND.
 TQ0678
 TQ0678                          STATION RECOVERY (1965)
 TQ0678
 TQ0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 TQ0678'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2060 ***********************************************************************
 RC2060  DESIGNATION -  AIRPORT BCN DALLES MUN AIRPORT
 RC2060  PID         -  RC2060
 RC2060  STATE/COUNTY-  WA/KLICKITAT
 RC2060  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC2060
 RC2060                         *CURRENT SURVEY CONTROL
 RC2060  ___________________________________________________________________
 RC2060* NAD 83(1991)-  45 37 01.03842(N)    121 10 24.58032(W)     ADJUSTED  
 RC2060* NAVD 88     -                                                        
 RC2060  ___________________________________________________________________
 RC2060  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 RC2060  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC2060
 RC2060  HORZ ORDER  -  THIRD
 RC2060
 RC2060.This mark is at The Dalles Municipal Airport (DLS)
 RC2060
 RC2060.The horizontal coordinates were established by classical geodetic methods
 RC2060.and adjusted by the National Geodetic Survey in December 1991..
 RC2060
 RC2060
 RC2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2060
 RC2060.The geoid height was determined by GEOID03.
 RC2060
 RC2060;                    North         East     Units Scale Factor Converg.
 RC2060;SPC WA S     -    31,749.498   447,467.756   MT  1.00005606   -0 29 21.2
 RC2060;SPC WA S     -   104,164.81  1,468,067.13   sFT  1.00005606   -0 29 21.2
 RC2060;SPC OR N     -   216,940.900 2,447,474.602   MT  0.99992516   -0 28 39.5
 RC2060;SPC OR N     -   711,748.36  8,029,772.32   iFT  0.99992516   -0 28 39.5
 RC2060;UTM  10      - 5,053,112.462   642,402.810   MT  0.99984932   +1 18 20.1
 RC2060
 RC2060                          SUPERSEDED SURVEY CONTROL
 RC2060
 RC2060  NAD 83(1991)-  45 37 01.03846(N)    121 10 24.58029(W) AD(       ) 4
 RC2060  NAD 83(1986)-  45 37 01.05328(N)    121 10 24.57026(W) AD(       ) 4
 RC2060  NAD 27      -  45 37 01.60500(N)    121 10 20.31900(W) AD(       ) 3
 RC2060
 RC2060.Superseded values are not recommended for survey control.
 RC2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2060.See file dsdata.txt to determine how the superseded data were derived.
 RC2060
 RC2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4240353112(NAD 83)
 RC2060_MARKER: 21 = AIRPORT BEACON
 RC2060_SETTING: 0 = UNSPECIFIED SETTING
 RC2060
 RC2060  HISTORY     - Date     Condition        Report By
 RC2060  HISTORY     - 1959     FIRST OBSERVED   CGS
 RC2060  HISTORY     - 1986     GOOD             NGS
 RC2060  HISTORY     - 19940615 GOOD             NGS
 RC2060
 RC2060                          STATION DESCRIPTION
 RC2060
 RC2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2060'STATION IS THE RED GLASS LIGHT ON TOP OF THE AERO BEACON WHICH IS
 RC2060'MOUNTED ON A SKELETON STEEL TOWER.  A RED WIND SOCK IS ATTACHED TO
 RC2060'THE TOWER.
 RC2060'
 RC2060'STATION IS LOCATED IN A FIELD ABOUT 200 FEET NORTH OF THE ENTRANCE
 RC2060'TO THE DALLES MUNICIPAL AIRPORT, AND ABOUT 550 FEET SOUTH OF THE
 RC2060'CONTROL TOWER.
 RC2060'
 RC2060'LANDMARK MEASUREMENTS--
 RC2060'
 RC2060'ELEVATION OF TOP OF LIGHT = 280.8 FEET
 RC2060'
 RC2060'HEIGHT OF TOP OF LIGHT ABOVE GROUND = 56.0 FEET
 RC2060
 RC2060                          STATION RECOVERY (1986)
 RC2060
 RC2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (LLR)
 RC2060'THE STATION WAS RECOVERED AT THIS DATE.
 RC2060'IT WAS RECOVERED AS DESCRIBED BY LGT IN 1959.
 RC2060'
 RC2060'DESCRIBED BY L.L. RIGGERS.
 RC2060
 RC2060                          STATION RECOVERY (1994)
 RC2060
 RC2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 RC2060'THE STATION IS LOCATED SE OF THE ENTRANCE ROAD TO THE AIRPORT IN A
 RC2060'GRASS AREA.  THE POINT OBSERVED WAS THE SPINDLE OF THE LIGHTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2350 ***********************************************************************
 SY2350  DESIGNATION -  AIRPORT BCN SEATAC APT
 SY2350  PID         -  SY2350
 SY2350  STATE/COUNTY-  WA/KING
 SY2350  USGS QUAD   -  DES MOINES (1995)
 SY2350
 SY2350                         *CURRENT SURVEY CONTROL
 SY2350  ___________________________________________________________________
 SY2350* NAD 83(1991)-  47 26 37.04477(N)    122 18 10.35809(W)     ADJUSTED  
 SY2350* NAVD 88     -                                                        
 SY2350  ___________________________________________________________________
 SY2350  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 SY2350  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 SY2350
 SY2350  HORZ ORDER  -  THIRD
 SY2350
 SY2350.The horizontal coordinates were established by classical geodetic methods
 SY2350.and adjusted by the National Geodetic Survey in December 1991..
 SY2350
 SY2350
 SY2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2350
 SY2350.The geoid height was determined by GEOID03.
 SY2350
 SY2350;                    North         East     Units Scale Factor Converg.
 SY2350;SPC WA N     -    50,381.431   389,166.364   MT  1.00001099   -1 05 38.8
 SY2350;SPC WA N     -   165,293.08  1,276,789.98   sFT  1.00001099   -1 05 38.8
 SY2350;SPC WA S     -   236,126.071   364,027.604   MT  1.00002711   -1 18 34.6
 SY2350;SPC WA S     -   774,690.28  1,194,313.90   sFT  1.00002711   -1 18 34.6
 SY2350;UTM  10      - 5,254,699.837   552,558.776   MT  0.99963395   +0 30 48.7
 SY2350
 SY2350                          SUPERSEDED SURVEY CONTROL
 SY2350
 SY2350  NAD 83(1986)-  47 26 37.03857(N)    122 18 10.36769(W) AD(       ) 4
 SY2350  NAD 27      -  47 26 37.68178(N)    122 18 05.92362(W) AD(       ) 3
 SY2350
 SY2350.Superseded values are not recommended for survey control.
 SY2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2350.See file dsdata.txt to determine how the superseded data were derived.
 SY2350
 SY2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5255954700(NAD 83)
 SY2350
 SY2350  HISTORY     - Date     Condition        Report By
 SY2350  HISTORY     - 1955     MONUMENTED       CGS
 SY2350  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY2350  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SY2350
 SY2350                          STATION DESCRIPTION
 SY2350
 SY2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2350'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF SEATTLE AT THE
 SY2350'SEATTLE-TACOMA AIRPORT.  THE CONTROL TOWER IS ON TOP OF THE
 SY2350'ADMINISTRATION BUILDING AND THE BEACON IS SITUATED ON TOP AND
 SY2350'IN THE CENTER OF THE CONTROL TOWER.  THE APPROXIMATE OVERALL
 SY2350'HEIGHT OF THE TOWER AND BEACON IS 100 FEET.
 SY2350'
 SY2350'THE BEACON WAS THE POINT INTERSECTED.
 SY2350
 SY2350                          STATION RECOVERY (1973)
 SY2350
 SY2350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2350'STATION WAS RECOVERED AS DESCRIBED IN 1955.  THE POINT INTERSECTED
 SY2350'WAS SEATTLE-TACOMA INTERNATIONAL AIRPORT BEACON, WHICH IS ABOUT
 SY2350'13 MILES SOUTH OF SEATTLE AND ON TOP OF THE CONTROL TOWER.  THE
 SY2350'CONTROL TOWER IS ON TOP OF THE ADMINISTRATION BUILDING AND THE
 SY2350'APPROXIMATE OVERALL HEIGHT IS 100 FEET.
 SY2350'
 SY2350'STATION WAS PREVIOUSLY LISTED AS AIRPORT BEACON, SEATTLE-TACOMA
 SY2350'INTERNATIONAL AIRPORT.
 SY2350
 SY2350                          STATION RECOVERY (1975)
 SY2350
 SY2350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HBA)
 SY2350'DESTROYED.  THE AIRPORT NO LONGER HAS AN AIRPORT BEACON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1576 ***********************************************************************
 SC1576  DESIGNATION -  AIRPORT BEACON OLYMPIA AIRPORT
 SC1576  PID         -  SC1576
 SC1576  STATE/COUNTY-  WA/THURSTON
 SC1576  USGS QUAD   -  MAYTOWN (1990)
 SC1576
 SC1576                         *CURRENT SURVEY CONTROL
 SC1576  ___________________________________________________________________
 SC1576* NAD 83(1991)-  46 58 39.65464(N)    122 53 55.28929(W)     ADJUSTED  
 SC1576* NAVD 88     -                                                        
 SC1576  ___________________________________________________________________
 SC1576  X           -  -2,367,879.012 (meters)                     COMP
 SC1576  Y           -  -3,660,366.974 (meters)                     COMP
 SC1576  Z           -   4,640,057.575 (meters)                     COMP
 SC1576  LAPLACE CORR-          -6.42  (seconds)                    DEFLEC99
 SC1576  ELLIP HEIGHT-         -20.16  (meters)          (08/17/92) GPS OBS
 SC1576  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SC1576
 SC1576  HORZ ORDER  -  THIRD
 SC1576  ELLP ORDER  -  FOURTH    CLASS II
 SC1576
 SC1576.The horizontal coordinates were established by classical geodetic methods
 SC1576.and adjusted by the National Geodetic Survey in December 1991..
 SC1576
 SC1576
 SC1576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1576
 SC1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1576
 SC1576.The ellipsoidal height was determined by GPS observations
 SC1576.and is referenced to NAD 83.
 SC1576
 SC1576.The geoid height was determined by GEOID03.
 SC1576
 SC1576;                    North         East     Units Scale Factor Converg.
 SC1576;SPC WA S     -   185,546.943   317,528.606   MT  0.99993805   -1 44 32.6
 SC1576;SPC WA S     -   608,748.60  1,041,758.43   sFT  0.99993805   -1 44 32.6
 SC1576;UTM  10      - 5,202,688.959   507,705.246   MT  0.99960073   +0 04 26.6
 SC1576
 SC1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1576!SPC WA S     -   1.00000316  x   0.99993805  =   0.99994121
 SC1576!UTM  10      -   1.00000316  x   0.99960073  =   0.99960389
 SC1576
 SC1576                          SUPERSEDED SURVEY CONTROL
 SC1576
 SC1576  NAD 83(1986)-  46 58 39.65306(N)    122 53 55.29981(W) AD(       ) 4
 SC1576  NAD 27      -  46 58 40.30700(N)    122 53 50.79600(W) AD(       ) 3
 SC1576
 SC1576.Superseded values are not recommended for survey control.
 SC1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1576.See file dsdata.txt to determine how the superseded data were derived.
 SC1576
 SC1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0770502689(NAD 83)
 SC1576
 SC1576  HISTORY     - Date     Condition        Report By
 SC1576  HISTORY     - 1954     MONUMENTED       CGS
 SC1576  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SC1576  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SC1576
 SC1576                          STATION DESCRIPTION
 SC1576
 SC1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SC1576'THE LIGHT OF THE AIRWAY BEACON LOCATED AT THE OLYMPIA AIRPORT,
 SC1576'BETWEEN THE HANGAR AND U.S. HIGHWAY 99.  THE BEACON LIGHT IS
 SC1576'MOUNTED ON A WOODEN TOWER PAINTED RED AND WHITE AND IS LIGHTED
 SC1576'ONLY WHEN A SCHEDULED AIRLINER IS DUE INTO THE FIELD.
 SC1576
 SC1576                          STATION RECOVERY (1963)
 SC1576
 SC1576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 SC1576'THIS STATION HAS BEEN DESTROYED.  A NEW BEACON WAS BUILT IN 1957.
 SC1576
 SC1576                          STATION RECOVERY (1976)
 SC1576
 SC1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 SC1576'AIRPORT BEACON AND TOWER HAS BEEN DESTROYED AND MOVED TO THE OTHER
 SC1576'SIDE OF THE FIELD.  AIRPORT BEACON IS NOW ON TOP OF WATER TANK.
 SC1576'
 SC1576'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC1576'OLYMPIA AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0114 ***********************************************************************
 SX0114  DESIGNATION -  AIRPORT RM 1
 SX0114  PID         -  SX0114
 SX0114  STATE/COUNTY-  WA/DOUGLAS
 SX0114  USGS QUAD   -  WENATCHEE (1987)
 SX0114
 SX0114                         *CURRENT SURVEY CONTROL
 SX0114  ___________________________________________________________________
 SX0114* NAD 83(1986)-  47 26 56.     (N)    120 17 00.     (W)     SCALED    
 SX0114* NAVD 88     -       436.010  (meters)    1430.48   (feet)  ADJUSTED  
 SX0114  ___________________________________________________________________
 SX0114  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 SX0114  DYNAMIC HT  -         436.060 (meters)    1430.64  (feet)  COMP
 SX0114  MODELED GRAV-     980,712.1   (mgal)                       NAVD 88
 SX0114
 SX0114  VERT ORDER  -  FIRST     CLASS II
 SX0114
 SX0114.This mark is at Pangborn Mem Airport (EAT)
 SX0114
 SX0114.The horizontal coordinates were scaled from a topographic map and have
 SX0114.an estimated accuracy of +/- 6 seconds.
 SX0114
 SX0114.The orthometric height was determined by differential leveling
 SX0114.and adjusted by the National Geodetic Survey in June 1991..
 SX0114
 SX0114.The geoid height was determined by GEOID03.
 SX0114
 SX0114.The dynamic height is computed by dividing the NAVD 88
 SX0114.geopotential number by the normal gravity value computed on the
 SX0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0114.degrees latitude (g = 980.6199 gals.).
 SX0114
 SX0114.The modeled gravity was interpolated from observed gravity values.
 SX0114
 SX0114;                    North         East    Units  Estimated Accuracy
 SX0114;SPC WA N     -    50,060.      541,480.      MT  (+/- 180 meters Scaled)
 SX0114
 SX0114                          SUPERSEDED SURVEY CONTROL
 SX0114
 SX0114  NGVD 29 (??/??/92)  434.886  (m)         1426.79   (f) ADJ UNCH    1 2
 SX0114
 SX0114.Superseded values are not recommended for survey control.
 SX0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0114.See file dsdata.txt to determine how the superseded data were derived.
 SX0114
 SX0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT047586(NAD 83)
 SX0114_MARKER: DR = REFERENCE MARK DISK
 SX0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0114_STAMPING: AIRPORT NO 1 1941
 SX0114_MARK LOGO: CGS   
 SX0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0114+STABILITY: SURFACE MOTION
 SX0114
 SX0114  HISTORY     - Date     Condition        Report By
 SX0114  HISTORY     - 1941     MONUMENTED       CGS
 SX0114  HISTORY     - 1948     GOOD             NGS
 SX0114  HISTORY     - 1982     GOOD             NGS
 SX0114  HISTORY     - 1983     GOOD             WADNR
 SX0114
 SX0114                          STATION DESCRIPTION
 SX0114
 SX0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SX0114'IN FANCHER AIRPORT.
 SX0114'AT FANCHER AIRPORT, DOUGLAS COUNTY, 0.3 MILE WEST OF THE OFFICE
 SX0114'BUILDING, ON THE TOP OF A PROMINENT KNOLL, ABOUT 350 FEET NORTH OF THE
 SX0114'WEST END OF THE EAST-AND-WEST RUNWAY, AND 25 FEET SOUTH OF
 SX0114'TRIANGULATION STATION AIRPORT.  A STANDARD REFERENCE-MARK DISK,
 SX0114'STAMPED AIRPORT NO 1 1941 AND SET IN THE TOP OF A CONCRETE POST
 SX0114'PROJECTING ONE FOOT ABOVE GROUND.
 SX0114
 SX0114                          STATION RECOVERY (1982)
 SX0114
 SX0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0114'RECOVERED IN GOOD CONDITION.
 SX0114
 SX0114                          STATION RECOVERY (1983)
 SX0114
 SX0114'RECOVERY NOTE BY WA DEPT OF NAT RES 1983
 SX0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0115 ***********************************************************************
 SX0115  DESIGNATION -  AIRPORT RM 2
 SX0115  PID         -  SX0115
 SX0115  STATE/COUNTY-  WA/DOUGLAS
 SX0115  USGS QUAD   -  WENATCHEE (1987)
 SX0115
 SX0115                         *CURRENT SURVEY CONTROL
 SX0115  ___________________________________________________________________
 SX0115* NAD 83(1986)-  47 26 56.     (N)    120 17 00.     (W)     SCALED    
 SX0115* NAVD 88     -       435.273  (meters)    1428.06   (feet)  ADJUSTED  
 SX0115  ___________________________________________________________________
 SX0115  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 SX0115  DYNAMIC HT  -         435.322 (meters)    1428.22  (feet)  COMP
 SX0115  MODELED GRAV-     980,712.1   (mgal)                       NAVD 88
 SX0115
 SX0115  VERT ORDER  -  FIRST     CLASS II
 SX0115
 SX0115.This mark is at Pangborn Mem Airport (EAT)
 SX0115
 SX0115.The horizontal coordinates were scaled from a topographic map and have
 SX0115.an estimated accuracy of +/- 6 seconds.
 SX0115
 SX0115.The orthometric height was determined by differential leveling
 SX0115.and adjusted by the National Geodetic Survey in June 1991..
 SX0115
 SX0115.The geoid height was determined by GEOID03.
 SX0115
 SX0115.The dynamic height is computed by dividing the NAVD 88
 SX0115.geopotential number by the normal gravity value computed on the
 SX0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0115.degrees latitude (g = 980.6199 gals.).
 SX0115
 SX0115.The modeled gravity was interpolated from observed gravity values.
 SX0115
 SX0115;                    North         East    Units  Estimated Accuracy
 SX0115;SPC WA N     -    50,060.      541,480.      MT  (+/- 180 meters Scaled)
 SX0115
 SX0115                          SUPERSEDED SURVEY CONTROL
 SX0115
 SX0115  NGVD 29 (??/??/92)  434.149  (m)         1424.37   (f) ADJ UNCH    1 2
 SX0115
 SX0115.Superseded values are not recommended for survey control.
 SX0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0115.See file dsdata.txt to determine how the superseded data were derived.
 SX0115
 SX0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT047586(NAD 83)
 SX0115_MARKER: DR = REFERENCE MARK DISK
 SX0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0115_STAMPING: AIRPORT NO 2 1941
 SX0115_MARK LOGO: CGS   
 SX0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0115+STABILITY: SURFACE MOTION
 SX0115
 SX0115  HISTORY     - Date     Condition        Report By
 SX0115  HISTORY     - 1941     MONUMENTED       CGS
 SX0115  HISTORY     - 1948     GOOD             NGS
 SX0115  HISTORY     - 1982     GOOD             NGS
 SX0115  HISTORY     - 1983     GOOD             WADNR
 SX0115
 SX0115                          STATION DESCRIPTION
 SX0115
 SX0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SX0115'IN FANCHER AIRPORT.
 SX0115'AT FANCHER AIRPORT, DOUGLAS COUNTY, 0.3 MILE WEST OF THE OFFICE
 SX0115'BUILDING, ON THE TOP OF A PROMINENT KNOLL, ABOUT 350 FEET NORTH OF THE
 SX0115'WEST END OF THE EAST-AND-WEST RUNWAY, AND 56 FEET WEST OF
 SX0115'TRIANGULATION-STATION AIRPORT.  A STANDARD REFERENCE-MARK DISK,
 SX0115'STAMPED AIRPORT NO 2 1941 AND SET IN THE TOP OF A CONCRETE POST
 SX0115'PROJECTING ONE FOOT ABOVE GROUND.
 SX0115
 SX0115                          STATION RECOVERY (1982)
 SX0115
 SX0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0115'RECOVERED IN GOOD CONDITION.
 SX0115
 SX0115                          STATION RECOVERY (1983)
 SX0115
 SX0115'RECOVERY NOTE BY WA DEPT OF NAT RES 1983
 SX0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4250 ***********************************************************************
 RD4250  DESIGNATION -  AIRPORT RM 3
 RD4250  PID         -  RD4250
 RD4250  STATE/COUNTY-  WA/CLARK
 RD4250  USGS QUAD   -  MOUNT TABOR (1990)
 RD4250
 RD4250                         *CURRENT SURVEY CONTROL
 RD4250  ___________________________________________________________________
 RD4250* NAD 83(1986)-  45 37 06.     (N)    122 31 54.     (W)     SCALED    
 RD4250* NAVD 88     -        95.390  (meters)     312.96   (feet)  ADJUSTED  
 RD4250  ___________________________________________________________________
 RD4250  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD4250  DYNAMIC HT  -          95.390 (meters)     312.96  (feet)  COMP
 RD4250  MODELED GRAV-     980,614.0   (mgal)                       NAVD 88
 RD4250
 RD4250  VERT ORDER  -  SECOND    CLASS II
 RD4250
 RD4250.The horizontal coordinates were scaled from a topographic map and have
 RD4250.an estimated accuracy of +/- 6 seconds.
 RD4250
 RD4250.The orthometric height was determined by differential leveling
 RD4250.and adjusted by the National Geodetic Survey in April 1995..
 RD4250
 RD4250.The geoid height was determined by GEOID03.
 RD4250
 RD4250.The dynamic height is computed by dividing the NAVD 88
 RD4250.geopotential number by the normal gravity value computed on the
 RD4250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4250.degrees latitude (g = 980.6199 gals.).
 RD4250
 RD4250.The modeled gravity was interpolated from observed gravity values.
 RD4250
 RD4250;                    North         East    Units  Estimated Accuracy
 RD4250;SPC WA S     -    33,720.      341,550.      MT  (+/- 180 meters Scaled)
 RD4250
 RD4250                          SUPERSEDED SURVEY CONTROL
 RD4250
 RD4250  NGVD 29 (03/17/92)   94.341  (m)          309.52   (f) ADJUSTED    2 2
 RD4250
 RD4250.Superseded values are not recommended for survey control.
 RD4250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4250.See file dsdata.txt to determine how the superseded data were derived.
 RD4250
 RD4250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER365517(NAD 83)
 RD4250_MARKER: DV = VERTICAL CONTROL DISK
 RD4250_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RD4250_SP_SET: DRILL HOLE IN APRON
 RD4250_STAMPING: AIRPORT 1961 NO 3 1978
 RD4250_MARK LOGO: NGS   
 RD4250_PROJECTION: FLUSH
 RD4250_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4250+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 RD4250
 RD4250  HISTORY     - Date     Condition        Report By
 RD4250  HISTORY     - 1978     MONUMENTED       NGS
 RD4250  HISTORY     - 19840502 GOOD             NGS
 RD4250  HISTORY     - 19891212 GOOD             WA-011
 RD4250  HISTORY     - 20041120 GOOD             USPSQD
 RD4250
 RD4250                          STATION DESCRIPTION
 RD4250
 RD4250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (LLR)
 RD4250'THE STATION IS LOCATED ABOUT 10.8 KM (6.70 MI) EAST OF VANCOUVER AT
 RD4250'THE EVERGREEN AIRPORT. TO REACH FROM THE JUNCTION OF INTERSTATE
 RD4250'HIGHWAY 5 AND EAST MILL PLAINE BOULEVARD IN VANCOUVER, GO EAST ON EAST
 RD4250'MILL PLAINE BOULEVARD FOR 10.78 KM (6.70 MI) TO THE EVERGREEN AIRPORT
 RD4250'ON THE LEFT AND THE STATION IN FRONT OF THE ANTIQUE AIRPLANE
 RD4250'CLUBHOUSE. THE MARK IS SET IN A DRILL HOLE IN THE CONCRETE APRON IN
 RD4250'FRONT OF A AIRPLANE HANGAR.  IT IS 13.4 M (44.0 FT) WEST OF THE
 RD4250'SOUTHEAST CORNER OF THE HANGAR, 11.0 M (36.1 FT) WEST-NORTHWEST OF THE
 RD4250'NORTH END OF A METAL GATE, 4.0 M (13.1 FT) SOUTH OF THE SOUTH FACE OF
 RD4250'THE HANGAR AND 0.3 M (1.0 FT) WEST-SOUTHWEST OF THE EAST EDGE OF THE
 RD4250'CONCRETE APRON.
 RD4250
 RD4250                          STATION RECOVERY (1989)
 RD4250
 RD4250'RECOVERY NOTE BY CLARK COUNTY WASHINGTON 1989
 RD4250'ALONG SE MILL PLAIN, APPROX. 1.92 KM (1.19 MI) EAST OF INTERSECTION OF
 RD4250'MILL PLAIN AND CHKALOV, IN FRONT OF AIRPLANE HANGERS ON NORTH SIDE OF
 RD4250'MILL PLAIN, 54 FT. NORTH OF FENCE ALONG SIDEWALK, 40 FT. NORTHWEST OF
 RD4250'SOUTH POST OF GATE INTO HANGER DRIVEWAY, 36 FT. WEST OF NORTH POST OF
 RD4250'SAME GATE, 5.5 FT. NORTH OF SOUTHEAST CORNER OF CONCRETE PAD, FOUND 3
 RD4250'1/2 INCH BRASS DISK.
 RD4250
 RD4250                          STATION RECOVERY (2004)
 RD4250
 RD4250'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 RD4250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4259 ***********************************************************************
 RD4259  DESIGNATION -  AIRPORT RM 4
 RD4259  PID         -  RD4259
 RD4259  STATE/COUNTY-  WA/CLARK
 RD4259  USGS QUAD   -  MOUNT TABOR (1990)
 RD4259
 RD4259                         *CURRENT SURVEY CONTROL
 RD4259  ___________________________________________________________________
 RD4259* NAD 83(1986)-  45 37 06.     (N)    122 31 54.     (W)     SCALED    
 RD4259* NAVD 88     -        95.535  (meters)     313.43   (feet)  ADJUSTED  
 RD4259  ___________________________________________________________________
 RD4259  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD4259  DYNAMIC HT  -          95.535 (meters)     313.43  (feet)  COMP
 RD4259  MODELED GRAV-     980,614.0   (mgal)                       NAVD 88
 RD4259
 RD4259  VERT ORDER  -  SECOND    CLASS II
 RD4259
 RD4259.The horizontal coordinates were scaled from a topographic map and have
 RD4259.an estimated accuracy of +/- 6 seconds.
 RD4259
 RD4259.The orthometric height was determined by differential leveling
 RD4259.and adjusted by the National Geodetic Survey in April 1995..
 RD4259
 RD4259.The geoid height was determined by GEOID03.
 RD4259
 RD4259.The dynamic height is computed by dividing the NAVD 88
 RD4259.geopotential number by the normal gravity value computed on the
 RD4259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4259.degrees latitude (g = 980.6199 gals.).
 RD4259
 RD4259.The modeled gravity was interpolated from observed gravity values.
 RD4259
 RD4259;                    North         East    Units  Estimated Accuracy
 RD4259;SPC WA S     -    33,720.      341,550.      MT  (+/- 180 meters Scaled)
 RD4259
 RD4259                          SUPERSEDED SURVEY CONTROL
 RD4259
 RD4259  NGVD 29 (03/17/92)   94.487  (m)          310.00   (f) ADJUSTED    2 2
 RD4259
 RD4259.Superseded values are not recommended for survey control.
 RD4259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4259.See file dsdata.txt to determine how the superseded data were derived.
 RD4259
 RD4259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER365517(NAD 83)
 RD4259_MARKER: DR = REFERENCE MARK DISK
 RD4259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4259_SP_SET: CONCRETE POST
 RD4259_STAMPING: AIRPORT 1961 NO 4 1984
 RD4259_MARK LOGO: NGS   
 RD4259_PROJECTION: FLUSH
 RD4259_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4259+STABILITY: SURFACE MOTION
 RD4259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD4259+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 RD4259
 RD4259  HISTORY     - Date     Condition        Report By
 RD4259  HISTORY     - 1984     MONUMENTED       NGS
 RD4259  HISTORY     - 19840502 GOOD             NGS
 RD4259  HISTORY     - 19891213 GOOD             WA-011
 RD4259  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 RD4259  HISTORY     - 20041120 GOOD             USPSQD
 RD4259
 RD4259                          STATION DESCRIPTION
 RD4259
 RD4259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (LLR)
 RD4259'THE STATION IS LOCATED ABOUT 10.8 KM (6.70 MI) EAST OF VANCOUVER AT
 RD4259'THE EVERGREEN AIRPORT. TO REACH FROM THE JUNCTION OF INTERSTATE
 RD4259'HIGHWAY 5 AND EAST MILL PLAINE BOULEVARD IN VANCOUVER, GO EAST ON EAST
 RD4259'MILL PLAINE BOULEVARD FOR 10.78 KM (6.70 MI) TO THE EVERGREEN AIRPORT
 RD4259'ON THE LEFT AND THE STATION IN FRONT OF THE ANTIQUE AIRPLANE
 RD4259'CLUBHOUSE. THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 RD4259'THAT IS 0.25 M (0.82 FT) IN DIAMETER AND PROJECTS 0.05 M (0.16 FT)
 RD4259'ABOVE THE GROUND SURFACE.  IT IS 17.1 M (56.1 FT) NORTH OF THE CENTER
 RD4259'OF SOUTHEAST MILL PLAINE , 1.6 M (5.2 FT) EAST OF A POWER LINE POLE,
 RD4259'0.6 M (2.0 FT) NORTH OF THE NORTH EDGE OF THE SIDEWALK. 4 M (13.1 FT)
 RD4259'WEST OF A WITNESS POST AND 0.3 M (1.0 FT) HIGHER THAN THE STATION.
 RD4259
 RD4259                          STATION RECOVERY (1989)
 RD4259
 RD4259'RECOVERY NOTE BY CLARK COUNTY WASHINGTON 1989
 RD4259'ALONG MILL PLAIN RD APPROX. 1.2 MILES EAST OF INTERSECTION OF MILL
 RD4259'PLAIN AND CHKALOV, 3 FT. NORTH OF NORTH SIDEWALK, APPROX. 25 FT. EAST
 RD4259'OF CORNER OF CYCLONE FENCE IN FRONT OF AIRPLANE HANGER AT EVERGREEN
 RD4259'AIRPORT, FOUND 3 1/2 INCH BRASS DISK SET IN CONCRETE.
 RD4259
 RD4259                          STATION RECOVERY (2004)
 RD4259
 RD4259'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4259'MILL PLAIN BLVD HAS BEEN WIDENED AND THE SIDEWALK MOVED NORTH, THE GPS
 RD4259'LONGITUDE WAS 400 PLUS FEET WEST OF THE DESCRIBED LOCATION.
 RD4259
 RD4259                          STATION RECOVERY (2004)
 RD4259
 RD4259'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 RD4259'RECOVERED AS DESCRIBED IN 1989. MARK IS APPROXIMATELY THE SAME LEVEL
 RD4259'AS THE SIDEWALK, AND HAS ABOUT 4 INCHES OF DIRT COVERING THE MONUMENT.
 RD4259' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1194 ***********************************************************************
 SW1194  DESIGNATION -  AIRSTRIP 1956
 SW1194  PID         -  SW1194
 SW1194  STATE/COUNTY-  WA/LINCOLN
 SW1194  USGS QUAD   -  LINCOLN (1985)
 SW1194
 SW1194                         *CURRENT SURVEY CONTROL
 SW1194  ___________________________________________________________________
 SW1194* NAD 83(1991)-  47 49 54.92426(N)    118 25 20.44371(W)     ADJUSTED  
 SW1194* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 SW1194  ___________________________________________________________________
 SW1194  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 SW1194  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 SW1194
 SW1194  HORZ ORDER  -  THIRD
 SW1194
 SW1194.The horizontal coordinates were established by classical geodetic methods
 SW1194.and adjusted by the National Geodetic Survey in December 1991..
 SW1194
 SW1194.The orthometric height was scaled from a topographic map.
 SW1194
 SW1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1194
 SW1194.The geoid height was determined by GEOID03.
 SW1194
 SW1194;                    North         East     Units Scale Factor Converg.
 SW1194;SPC WA N     -    95,321.886   680,466.742   MT  0.99995465   +1 47 42.1
 SW1194;SPC WA N     -   312,735.22  2,232,497.97   sFT  0.99995465   +1 47 42.1
 SW1194;UTM  11      - 5,298,598.834   393,556.316   MT  0.99973923   -1 03 15.5
 SW1194
 SW1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1194!SPC WA N     -   0.99993355  x   0.99995465  =   0.99988821
 SW1194!UTM  11      -   0.99993355  x   0.99973923  =   0.99967280
 SW1194
 SW1194:                Primary Azimuth Mark                     Grid Az
 SW1194:SPC WA N     -  JACOBSEN 1934                            116 40 56.0
 SW1194:UTM  11      -  JACOBSEN 1934                            119 31 53.6
 SW1194
 SW1194|---------------------------------------------------------------------|
 SW1194| PID    Reference Object                     Distance      Geod. Az  |
 SW1194|                                                           dddmmss.s |
 SW1194| SW1183 JACOBSEN 1934                       APPROX. 1.6 KM 1182838.1 |
 SW1194|---------------------------------------------------------------------|
 SW1194
 SW1194                          SUPERSEDED SURVEY CONTROL
 SW1194
 SW1194  NAD 83(1986)-  47 49 54.93476(N)    118 25 20.44062(W) AD(       ) 3
 SW1194  NAD 27      -  47 49 55.38200(N)    118 25 16.46900(W) AD(       ) 3
 SW1194
 SW1194.Superseded values are not recommended for survey control.
 SW1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1194.See file dsdata.txt to determine how the superseded data were derived.
 SW1194
 SW1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN9355698599(NAD 83)
 SW1194
 SW1194  HISTORY     - Date     Condition        Report By
 SW1194  HISTORY     - 1956     MONUMENTED       NPRR
 SW1194
 SW1194                          STATION DESCRIPTION
 SW1194
 SW1194'DESCRIBED BY NORTHERN PACIFIC RAILROAD 1956
 SW1194'LOCATED APPROXIMATELY ON NORTH LINE OF SECTION 20
 SW1194'T.27N-R.35E.W.M. AND APPROXIMATELY ONE HUNDRED FEET FROM
 SW1194'NORTHWESTERLY END OF LINCOLN, AIRSTRIP AT RIGHT ANGLES TO
 SW1194'THE AIRSTRIP.  A 3/4 INCH BLACK STEEL PIPE WAS SET FIVE INCHES
 SW1194'BELOW THE SURFACE AND A 2X2-INCH FLAG EIGHT FEET HIGH WAS ERECTED
 SW1194'OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1902 ***********************************************************************
 SA1902  DESIGNATION -  AIRWAY BCN 25 NW OF DAYTON
 SA1902  PID         -  SA1902
 SA1902  STATE/COUNTY-  WA/COLUMBIA
 SA1902  USGS QUAD   -  KELLOGG CREEK (1967)
 SA1902
 SA1902                         *CURRENT SURVEY CONTROL
 SA1902  ___________________________________________________________________
 SA1902* NAD 83(1991)-  46 23 24.03934(N)    118 06 20.74469(W)     ADJUSTED  
 SA1902* NAVD 88     -                                                        
 SA1902  ___________________________________________________________________
 SA1902  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 SA1902  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 SA1902
 SA1902  HORZ ORDER  -  THIRD
 SA1902
 SA1902.The horizontal coordinates were established by classical geodetic methods
 SA1902.and adjusted by the National Geodetic Survey in December 1991..
 SA1902
 SA1902
 SA1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1902
 SA1902.The geoid height was determined by GEOID03.
 SA1902
 SA1902;                    North         East     Units Scale Factor Converg.
 SA1902;SPC WA S     -   120,243.692   684,115.206   MT  0.99992037   +1 44 21.0
 SA1902;SPC WA S     -   394,499.51  2,244,467.97   sFT  0.99992037   +1 44 21.0
 SA1902;UTM  11      - 5,137,975.906   414,982.076   MT  0.99968885   -0 48 02.4
 SA1902
 SA1902                          SUPERSEDED SURVEY CONTROL
 SA1902
 SA1902  NAD 83(1991)-  46 23 24.04144(N)    118 06 20.74547(W) AD(       ) 4
 SA1902  NAD 83(1986)-  46 23 24.04663(N)    118 06 20.73796(W) AD(       ) 4
 SA1902  NAD 27      -  46 23 24.54486(N)    118 06 16.90582(W) AD(       ) 3
 SA1902
 SA1902.Superseded values are not recommended for survey control.
 SA1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1902.See file dsdata.txt to determine how the superseded data were derived.
 SA1902
 SA1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM1498237976(NAD 83)
 SA1902
 SA1902  HISTORY     - Date     Condition        Report By
 SA1902  HISTORY     - 1964     MONUMENTED       CGS
 SA1902
 SA1902                          STATION DESCRIPTION
 SA1902
 SA1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 SA1902'THE STATION IS THE REVOLVING LIGHT OF A STANDARD AIRWAY BEACON.  IT
 SA1902'IS LOCATED ON A LOW HILL, ABOUT 1 MILE EAST OF ALTO, AND ABOUT 8
 SA1902'MILES NORTHWEST OF U.S. HIGHWAY NO. 410.  THE STATION WAS NOT
 SA1902'VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1164 ***********************************************************************
 TR1164  DESIGNATION -  AIRWAY BCN 4 MI W BURLINGTON
 TR1164  PID         -  TR1164
 TR1164  STATE/COUNTY-  WA/SKAGIT
 TR1164  USGS QUAD   -  LA CONNER (1973)
 TR1164
 TR1164                         *CURRENT SURVEY CONTROL
 TR1164  ___________________________________________________________________
 TR1164* NAD 83(1991)-  48 28 19.81232(N)    122 25 53.27540(W)     ADJUSTED  
 TR1164* NAVD 88     -                                                        
 TR1164  ___________________________________________________________________
 TR1164  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 TR1164  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 TR1164
 TR1164  HORZ ORDER  -  THIRD
 TR1164
 TR1164.This mark is at Skagit Regional/bay View Airport (75S)
 TR1164
 TR1164.The horizontal coordinates were established by classical geodetic methods
 TR1164.and adjusted by the National Geodetic Survey in December 1991..
 TR1164
 TR1164
 TR1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1164
 TR1164.The geoid height was determined by GEOID03.
 TR1164
 TR1164;                    North         East     Units Scale Factor Converg.
 TR1164;SPC WA N     -   164,909.011   381,844.211   MT  0.99996135   -1 11 23.4
 TR1164;SPC WA N     -   541,038.98  1,252,767.22   sFT  0.99996135   -1 11 23.4
 TR1164;UTM  10      - 5,368,938.217   542,021.606   MT  0.99962169   +0 25 32.3
 TR1164
 TR1164                          SUPERSEDED SURVEY CONTROL
 TR1164
 TR1164  NAD 83(1986)-  48 28 19.81903(N)    122 25 53.28106(W) AD(       ) 4
 TR1164  NAD 27      -  48 28 20.43200(N)    122 25 48.68300(W) AD(       ) 3
 TR1164
 TR1164.Superseded values are not recommended for survey control.
 TR1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1164.See file dsdata.txt to determine how the superseded data were derived.
 TR1164
 TR1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4202268938(NAD 83)
 TR1164
 TR1164  HISTORY     - Date     Condition        Report By
 TR1164  HISTORY     - 1942     MONUMENTED       CGS
 TR1164
 TR1164                          STATION DESCRIPTION
 TR1164
 TR1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCP)
 TR1164'THIS INTERSECTION STATION IS AN AIRWAY BEACON ON TOP OF A 60-FOOT
 TR1164'ORANGE AND WHITE STEEL TOWER.  LOCATED ABOUT 4 MILES W OF
 TR1164'BURLINGTON AND ABOUT 1-1/2 MILES ESE OF BAYVIEW.  IT IS ABOUT 50
 TR1164'FEET S OF AN E-W HIGHWAY (OILED ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1852 ***********************************************************************
 TR1852  DESIGNATION -  AIRWAY BEACON 10
 TR1852  PID         -  TR1852
 TR1852  STATE/COUNTY-  WA/WHATCOM
 TR1852  USGS QUAD   -  BLAINE (1994)
 TR1852
 TR1852                         *CURRENT SURVEY CONTROL
 TR1852  ___________________________________________________________________
 TR1852* NAD 83(1991)-  48 59 54.72605(N)    122 42 16.90489(W)     ADJUSTED  
 TR1852* NAVD 88     -                                                        
 TR1852  ___________________________________________________________________
 TR1852  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 TR1852  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 TR1852
 TR1852  HORZ ORDER  -  THIRD
 TR1852
 TR1852.The horizontal coordinates were established by classical geodetic methods
 TR1852.and adjusted by the National Geodetic Survey in December 1991..
 TR1852
 TR1852
 TR1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1852
 TR1852.The geoid height was determined by GEOID03.
 TR1852
 TR1852;                    North         East     Units Scale Factor Converg.
 TR1852;SPC WA N     -   223,881.501   363,070.219   MT  1.00006071   -1 23 35.8
 TR1852;SPC WA N     -   734,517.89  1,191,172.88   sFT  1.00006071   -1 23 35.8
 TR1852;UTM  10      - 5,427,334.934   521,599.915   MT  0.99960573   +0 13 22.3
 TR1852
 TR1852                          SUPERSEDED SURVEY CONTROL
 TR1852
 TR1852  NAD 83(1986)-  48 59 54.71368(N)    122 42 16.88869(W) AD(       ) 4
 TR1852  NAD 27      -  48 59 55.26000(N)    122 42 12.16500(W) AD(       ) 3
 TR1852
 TR1852.Superseded values are not recommended for survey control.
 TR1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1852.See file dsdata.txt to determine how the superseded data were derived.
 TR1852
 TR1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV2160027335(NAD 83)
 TR1852
 TR1852  HISTORY     - Date     Condition        Report By
 TR1852  HISTORY     - 1941     MONUMENTED       CGS
 TR1852
 TR1852                          STATION DESCRIPTION
 TR1852
 TR1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 TR1852'THIS BEACON IS LOCATED NEAR THE CANADIAN BORDER, ON THE N SIDE OF
 TR1852'THE HIGHWAY CONNECTING BLAINE AND SUMAS, WASHINGTON.  IT IS
 TR1852'APPROXIMATELY 2 MILES E OF BLAINE.  AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1201 ***********************************************************************
 SV1201  DESIGNATION -  AIRWAY BEACON NW OF FELTS APT
 SV1201  PID         -  SV1201
 SV1201  STATE/COUNTY-  WA/SPOKANE
 SV1201  USGS QUAD   -  SPOKANE NE (1986)
 SV1201
 SV1201                         *CURRENT SURVEY CONTROL
 SV1201  ___________________________________________________________________
 SV1201* NAD 83(1991)-  47 41 39.32872(N)    117 20 05.63011(W)     ADJUSTED  
 SV1201* NAVD 88     -                                                        
 SV1201  ___________________________________________________________________
 SV1201  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 SV1201  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 SV1201
 SV1201  HORZ ORDER  -  THIRD
 SV1201
 SV1201.The horizontal coordinates were established by classical geodetic methods
 SV1201.and adjusted by the National Geodetic Survey in December 1991..
 SV1201
 SV1201
 SV1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1201
 SV1201.The geoid height was determined by GEOID03.
 SV1201
 SV1201;                    North         East     Units Scale Factor Converg.
 SV1201;SPC WA N     -    83,156.790   762,512.385   MT  0.99996943   +2 36 16.8
 SV1201;SPC WA N     -   272,823.57  2,501,676.05   sFT  0.99996943   +2 36 16.8
 SV1201;UTM  11      - 5,282,373.492   474,870.935   MT  0.99960776   -0 14 51.6
 SV1201
 SV1201                          SUPERSEDED SURVEY CONTROL
 SV1201
 SV1201  NAD 83(1986)-  47 41 39.33696(N)    117 20 05.61951(W) AD(       ) 4
 SV1201  NAD 27      -  47 41 39.71900(N)    117 20 01.90900(W) AD(       ) 3
 SV1201
 SV1201.Superseded values are not recommended for survey control.
 SV1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1201.See file dsdata.txt to determine how the superseded data were derived.
 SV1201
 SV1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN7487182373(NAD 83)
 SV1201_MARKER: 22 = AIRWAY BEACON
 SV1201
 SV1201  HISTORY     - Date     Condition        Report By
 SV1201  HISTORY     - 1940     FIRST OBSERVED   CGS
 SV1201  HISTORY     - 1942     GOOD             CGS
 SV1201  HISTORY     - 1965     GOOD             CGS
 SV1201  HISTORY     - 1973     GOOD             NGS
 SV1201  HISTORY     - 1978     GOOD             NGS
 SV1201  HISTORY     - 1980     GOOD             NGS
 SV1201
 SV1201                          STATION DESCRIPTION
 SV1201
 SV1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1201'STATION IS JUST NNW OF THE FELTS AIRPORT ON A LOW HILL, AND ON
 SV1201'THE NE EDGE OF THE CITY LIMITS OF SPOKANE.  THE WHITE LIGHT WAS
 SV1201'INTERSECTED.
 SV1201
 SV1201                          STATION RECOVERY (1942)
 SV1201
 SV1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LVE)
 SV1201'STATION IS ON HILL NNW OF FELTS AIRPORT, NEAR THE JUNCTION OF
 SV1201'TWO POWER LINES ON THE HILL, AND AT THE NE EDGE OF THE CITY
 SV1201'LIMITS OF SPOKANE.  A MEMORIAL PLAQUE AT THE BASE OF THE BEACON
 SV1201'TOWER INDICATES THAT THE BEACON WAS ERECTED IN 1928.
 SV1201
 SV1201                          STATION RECOVERY (1965)
 SV1201
 SV1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1201'THE BEACON IS ABOUT 65 YARDS NORTH OF TRIANGULATION STATION
 SV1201'BALDY 1946 AND DIRECTIONS TO REACH ARE THE SAME FOR BOTH POINTS.
 SV1201
 SV1201                          STATION RECOVERY (1973)
 SV1201
 SV1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLS)
 SV1201'THE BEACON TOWER WAS RECOVERED AS DESCRIBED IN GOOD CONDITION,
 SV1201'HOWEVER, THE BEACON LIGHT HAS BEEN REMOVED.  OBSERVATIONS WERE
 SV1201'MADE ON THE PIPE SUPPORTING THE OBSTRUCTION LIGHTS WHICH IS
 SV1201'CENTERED AT THE TOP OF THE TOWER.  AN AZIMUTH CHECK TO THIS PIPE
 SV1201'DID NOT CLOSE SO THE STATION COULD BE RECOMPUTED FROM THE WORK
 SV1201'DONE.  THIS SURVEY AND A NEW POSITION ESTABLISHED.
 SV1201'
 SV1201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SV1201'4.9 MILES NE.
 SV1201
 SV1201                          STATION RECOVERY (1978)
 SV1201
 SV1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 SV1201'RECOVERED AS DESCRIBED.
 SV1201'
 SV1201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SV1201'4.0 MILES E OF DOWNTOWN SPOKANE.
 SV1201
 SV1201                          STATION RECOVERY (1980)
 SV1201
 SV1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SV1201'THE STATION WAS VISITED, HOWEVER, AN AZIMUTH CHECK COULD NOT BE
 SV1201'OBTAINED AS STATED IN 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1120 ***********************************************************************
 SX1120  DESIGNATION -  AIRWAY BEACON W 1
 SX1120  PID         -  SX1120
 SX1120  STATE/COUNTY-  WA/DOUGLAS
 SX1120  USGS QUAD   -  ROCK ISLAND DAM (1966)
 SX1120
 SX1120                         *CURRENT SURVEY CONTROL
 SX1120  ___________________________________________________________________
 SX1120* NAD 83(1991)-  47 21 47.74868(N)    120 04 38.29745(W)     ADJUSTED  
 SX1120* NAVD 88     -                                                        
 SX1120  ___________________________________________________________________
 SX1120  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 SX1120  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 SX1120
 SX1120  HORZ ORDER  -  THIRD
 SX1120
 SX1120.The horizontal coordinates were established by classical geodetic methods
 SX1120.and adjusted by the National Geodetic Survey in December 1991..
 SX1120
 SX1120
 SX1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1120
 SX1120.The geoid height was determined by GEOID03.
 SX1120
 SX1120;                    North         East     Units Scale Factor Converg.
 SX1120;SPC WA N     -    40,669.206   557,110.315   MT  1.00002831   +0 33 46.4
 SX1120;SPC WA N     -   133,428.89  1,827,786.09   sFT  1.00002831   +0 33 46.4
 SX1120;UTM  10      - 5,249,676.000   720,681.294   MT  1.00019854   +2 09 03.5
 SX1120;UTM  11      - 5,250,126.051   267,645.627   MT  1.00026354   -2 15 53.5
 SX1120
 SX1120                          SUPERSEDED SURVEY CONTROL
 SX1120
 SX1120  NAD 83(1986)-  47 21 47.75154(N)    120 04 38.28283(W) AD(       ) 4
 SX1120  NAD 27      -  47 21 48.29500(N)    120 04 34.08400(W) AD(       ) 3
 SX1120
 SX1120.Superseded values are not recommended for survey control.
 SX1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1120.See file dsdata.txt to determine how the superseded data were derived.
 SX1120
 SX1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT2068149676(NAD 83)
 SX1120_MARKER: 22 = AIRWAY BEACON
 SX1120
 SX1120  HISTORY     - Date     Condition        Report By
 SX1120  HISTORY     - 1941     FIRST OBSERVED   CGS
 SX1120  HISTORY     - 1962     GOOD             CGS
 SX1120
 SX1120                          STATION DESCRIPTION
 SX1120
 SX1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SX1120'STATION IS A STANDARD, RED AND WHITE STRIPED, ROTATING TYPE, AIRWAY
 SX1120'BEACON WHICH FLASHES A RED G.  IT IS ABOUT 12 MILES SE OF WENATCHEE
 SX1120'AND ABOUT 1 MILE NE OF ROCK ISLAND, ON THE BENCH WHICH FORMS THE
 SX1120'RIM OF THE COLUMBIA RIVER CANYON.  THE FLASHING WHITE LIGHT WAS
 SX1120'USED.
 SX1120
 SX1120                          STATION RECOVERY (1962)
 SX1120
 SX1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 SX1120'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SX1120'
 SX1120'A TO REACH DESCRIPTION FOLLOWS--
 SX1120'
 SX1120'TO REACH FROM THE ROAD AND HIGHWAY INTERSECTION AT THE KEOKUK
 SX1120'ELECTRO METALS CO.  AT ROCK ISLAND, GO EAST OF STATE HIGHWAY 10
 SX1120'FOR 2.25 MILES.  TURN LEFT AND FOLLOW MAIN ROAD 2.9 MILES TO T-ROAD
 SX1120'INTERSECTION NEAR TOP OF RIDGE AND TRACK ROAD RIGHT.  TURN RIGHT AND
 SX1120'FOLLOW THE TRACK ROAD 0.45 MILES TO THE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2159 ***********************************************************************
 TR2159  DESIGNATION -  AJAX
 TR2159  PID         -  TR2159
 TR2159  STATE/COUNTY-  WA/SAN JUAN
 TR2159  USGS QUAD   -  SUCIA ISLAND (1994)
 TR2159
 TR2159                         *CURRENT SURVEY CONTROL
 TR2159  ___________________________________________________________________
 TR2159* NAD 83(1991)-  48 46 57.36468(N)    122 56 38.83968(W)     ADJUSTED  
 TR2159* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 TR2159  ___________________________________________________________________
 TR2159  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 TR2159  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 TR2159
 TR2159  HORZ ORDER  -  SECOND
 TR2159
 TR2159.The horizontal coordinates were established by classical geodetic methods
 TR2159.and adjusted by the National Geodetic Survey in December 1991..
 TR2159
 TR2159.The orthometric height was scaled from a topographic map.
 TR2159
 TR2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2159
 TR2159.The geoid height was determined by GEOID03.
 TR2159
 TR2159;                    North         East     Units Scale Factor Converg.
 TR2159;SPC WA N     -   200,329.504   344,896.670   MT  1.00000964   -1 34 17.5
 TR2159;SPC WA N     -   657,247.71  1,131,548.49   sFT  1.00000964   -1 34 17.5
 TR2159;UTM  10      - 5,403,290.563   504,104.806   MT  0.99960021   +0 02 31.3
 TR2159
 TR2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2159!SPC WA N     -   1.00000227  x   1.00000964  =   1.00001191
 TR2159!UTM  10      -   1.00000227  x   0.99960021  =   0.99960248
 TR2159
 TR2159|---------------------------------------------------------------------|
 TR2159| PID    Reference Object                     Distance      Geod. Az  |
 TR2159|                                                           dddmmss.s |
 TR2159| CF7495 AJAX RM 1                             5.948 METERS 04044     |
 TR2159| TR2166 LAWSON BLUFF 1940                   APPROX. 2.6 KM 1253903.7 |
 TR2159| CF7496 AJAX RM 2                             5.545 METERS 14618     |
 TR2159|---------------------------------------------------------------------|
 TR2159
 TR2159                          SUPERSEDED SURVEY CONTROL
 TR2159
 TR2159  NAD 83(1986)-  48 46 57.36523(N)    122 56 38.83933(W) AD(       ) 2
 TR2159  NAD 27      -  48 46 57.98200(N)    122 56 34.17400(W) AD(       ) 2
 TR2159
 TR2159.Superseded values are not recommended for survey control.
 TR2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2159.See file dsdata.txt to determine how the superseded data were derived.
 TR2159
 TR2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV0410503291(NAD 83)
 TR2159_MARKER: Z = SEE DESCRIPTION
 TR2159_SETTING: 0 = UNSPECIFIED SETTING
 TR2159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2159+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 TR2159
 TR2159  HISTORY     - Date     Condition        Report By
 TR2159  HISTORY     - 1940     MONUMENTED       CGS
 TR2159  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2159  HISTORY     - 1987     GOOD             USPSQD
 TR2159  HISTORY     - 20050705 GOOD             USPSQD
 TR2159
 TR2159                          STATION DESCRIPTION
 TR2159
 TR2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2159'STATION IS LOCATED ON THE EASTERN SIDE OF BIG PATOS ISLAND,
 TR2159'ABOUT 1/4 MILE S OF TOE POINT ON A ROUNDING POINT.  STATION IS
 TR2159'AT THE EDGE OF THE GRASS, ABOUT 21 FEET BACK FROM THE SHARP EDGE
 TR2159'OF A 5-FOOT BLUFF, BELOW WHICH IS A NARROW SHELF.  STATION IS
 TR2159'ABOUT 15 FEET ABOVE HIGH WATER.  A LARGE WHITE BOULDER LIES ON
 TR2159'THE BLUFF ABOUT 100 METERS TO THE NORTHWARD, AND ANOTHER SIMILAR
 TR2159'BOULDER ABOUT 1/4 MILE TO SOUTHWARD.
 TR2159'
 TR2159'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 TR2159'DEPRESSION IN OUTCROPPING BEDROCK.
 TR2159'
 TR2159'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 TR2159'A LARGE BOULDER TO THE N OF STATION.
 TR2159'
 TR2159'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN A DRILL
 TR2159'HOLE IN OUTCROPPING BEDROCK, DIRECTLY OFFSHORE OF STATION,
 TR2159'TOWARD SUCIA ISLAND, AND ABOUT 3 FEET FROM EDGE OF 5-FOOT BLUFF.
 TR2159'
 TR2159'REFERENCE MARK NO.1 IS 5.948 METERS FROM STATION.
 TR2159'
 TR2159'REFERENCE MARK NO.2 IS 5.545 METERS (SLOPE) FROM STATION.
 TR2159
 TR2159                          STATION RECOVERY (1973)
 TR2159
 TR2159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2159'STATION FOUND AS DESCRIBED, NEW ELEVATION ESTABLISHED.
 TR2159
 TR2159                          STATION RECOVERY (1987)
 TR2159
 TR2159'RECOVERY NOTE BY US POWER SQUADRON 1987 (MG)
 TR2159'RECOVERED IN GOOD CONDITION.
 TR2159
 TR2159                          STATION RECOVERY (2005)
 TR2159
 TR2159'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 TR2159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0113 ***********************************************************************
 TQ0113  DESIGNATION -  AL
 TQ0113  PID         -  TQ0113
 TQ0113  STATE/COUNTY-  WA/WHATCOM
 TQ0113  USGS QUAD   -  AZURITE PEAK (1963)
 TQ0113
 TQ0113                         *CURRENT SURVEY CONTROL
 TQ0113  ___________________________________________________________________
 TQ0113* NAD 83(1986)-  48 43 32.     (N)    120 50 47.     (W)     SCALED    
 TQ0113* NAVD 88     -       905.581  (meters)    2971.06   (feet)  ADJUSTED  
 TQ0113  ___________________________________________________________________
 TQ0113  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 TQ0113  DYNAMIC HT  -         905.626 (meters)    2971.21  (feet)  COMP
 TQ0113  MODELED GRAV-     980,630.5   (mgal)                       NAVD 88
 TQ0113
 TQ0113  VERT ORDER  -  FIRST     CLASS II
 TQ0113
 TQ0113.The horizontal coordinates were scaled from a topographic map and have
 TQ0113.an estimated accuracy of +/- 6 seconds.
 TQ0113
 TQ0113.The orthometric height was determined by differential leveling
 TQ0113.and adjusted by the National Geodetic Survey in June 1991..
 TQ0113
 TQ0113.The geoid height was determined by GEOID03.
 TQ0113
 TQ0113.The dynamic height is computed by dividing the NAVD 88
 TQ0113.geopotential number by the normal gravity value computed on the
 TQ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0113.degrees latitude (g = 980.6199 gals.).
 TQ0113
 TQ0113.The modeled gravity was interpolated from observed gravity values.
 TQ0113
 TQ0113;                    North         East    Units  Estimated Accuracy
 TQ0113;SPC WA N     -   191,860.      499,040.      MT  (+/- 180 meters Scaled)
 TQ0113
 TQ0113                          SUPERSEDED SURVEY CONTROL
 TQ0113
 TQ0113  NGVD 29 (??/??/92)  904.312  (m)         2966.90   (f) ADJ UNCH    1 2
 TQ0113
 TQ0113.Superseded values are not recommended for survey control.
 TQ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0113.See file dsdata.txt to determine how the superseded data were derived.
 TQ0113
 TQ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU583991(NAD 83)
 TQ0113_MARKER: N = NAIL
 TQ0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0113_SP_SET: FIR TREE
 TQ0113_STAMPING: AL
 TQ0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0113
 TQ0113  HISTORY     - Date     Condition        Report By
 TQ0113  HISTORY     - UNK      MONUMENTED       CGS
 TQ0113  HISTORY     - 1958     GOOD             NGS
 TQ0113
 TQ0113                          STATION DESCRIPTION
 TQ0113
 TQ0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0113'4.3 MI SW FROM CHANCELLOR.
 TQ0113'4.3 MILES SOUTHWEST ALONG RUBY CREEK TRAIL FROM THE CONFLUENCE OF
 TQ0113'SLATE AND CANYON CREEKS AT CHANCELLOR, IN THE TOP OF A ROOT ON THE
 TQ0113'SOUTHEAST SIDE OF AN 18-INCH FIR TREE, 1 1/2 FEET NORTH OF THE CENTER
 TQ0113'OF THE TRAIL, ABOUT 1/2 FOOT HIGHER THAN THE TRAIL, AND ABOUT 1/2 FOOT
 TQ0113'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4189 ***********************************************************************
 SY4189  DESIGNATION -  AL 4 K CO 1972
 SY4189  PID         -  SY4189
 SY4189  STATE/COUNTY-  WA/KING
 SY4189  USGS QUAD   -  
 SY4189
 SY4189                         *CURRENT SURVEY CONTROL
 SY4189  ___________________________________________________________________
 SY4189* NAD 83(1991)-  47 44 42.94121(N)    122 21 29.84862(W)     ADJUSTED  
 SY4189* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 SY4189  ___________________________________________________________________
 SY4189  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 SY4189  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SY4189
 SY4189  HORZ ORDER  -  SECOND
 SY4189
 SY4189.The horizontal coordinates were established by classical geodetic methods
 SY4189.and adjusted by the National Geodetic Survey in December 1991..
 SY4189.No horizontal observational check was made to the station.
 SY4189
 SY4189.The orthometric height was scaled from a topographic map.
 SY4189
 SY4189.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4189
 SY4189.The geoid height was determined by GEOID03.
 SY4189
 SY4189;                    North         East     Units Scale Factor Converg.
 SY4189;SPC WA N     -    83,992.486   385,652.056   MT  0.99996329   -1 08 07.3
 SY4189;SPC WA N     -   275,565.35  1,265,260.12   sFT  0.99996329   -1 08 07.3
 SY4189;UTM  10      - 5,288,187.111   548,103.667   MT  0.99962843   +0 28 29.9
 SY4189
 SY4189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4189!SPC WA N     -   0.99998126  x   0.99996329  =   0.99994455
 SY4189!UTM  10      -   0.99998126  x   0.99962843  =   0.99960969
 SY4189
 SY4189                          SUPERSEDED SURVEY CONTROL
 SY4189
 SY4189  NAD 83(1986)-  47 44 42.93515(N)    122 21 29.85188(W) AD(       ) 2
 SY4189  NAD 27      -  47 44 43.58931(N)    122 21 25.39495(W) AD(       ) 2
 SY4189
 SY4189.Superseded values are not recommended for survey control.
 SY4189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4189.See file dsdata.txt to determine how the superseded data were derived.
 SY4189
 SY4189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4810488187(NAD 83)
 SY4189_MARKER: Z = SEE DESCRIPTION
 SY4189_SETTING: 0 = UNSPECIFIED SETTING
 SY4189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4189
 SY4189  HISTORY     - Date     Condition        Report By
 SY4189  HISTORY     - 1972     MONUMENTED       WA-033
 SY4189  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY4189
 SY4189                          STATION DESCRIPTION
 SY4189
 SY4189'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY4189'APPROX. LOCATION--1 MILE NORTH OF SEATTLE CITY LIMITS.
 SY4189'
 SY4189'POINT IS ABOUT 75 FT NORTH OF N. 160TH ST. AND ABOUT 150 FT WEST
 SY4189'OF PALENTINE AVE. N.  POINT IS 29.6 FT EAST OF THE ENTRANCE TO AN
 SY4189'ASPHALT PLAYGROUND.  60.4 FT EAST OF THE EAST END OF NORTH
 SY4189'PARKING LOT CURB, AND 65.7 FT NE OF THE EAST END OF SOUTH PARKING
 SY4189'LOT CURB.  POINT IS ON HIGHLAND TERRACE ELEM. SCHOOL PROPERTY.
 SY4189'
 SY4189'SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT.
 SY4189'
 SY4189'SUB-SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT.
 SY4189'
 SY4189'MONUMENT STAMPED AL-4 1972
 SY4189
 SY4189                          STATION RECOVERY (2001)
 SY4189
 SY4189'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4128 ***********************************************************************
 SY4128  DESIGNATION -  AL 5
 SY4128  PID         -  SY4128
 SY4128  STATE/COUNTY-  WA/KING
 SY4128  USGS QUAD   -  
 SY4128
 SY4128                         *CURRENT SURVEY CONTROL
 SY4128  ___________________________________________________________________
 SY4128* NAD 83(1991)-  47 44 27.43675(N)    122 21 20.69117(W)     ADJUSTED  
 SY4128* NAVD 88     -       160.     (meters)     525.     (feet)  VERTCON   
 SY4128  ___________________________________________________________________
 SY4128  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 SY4128  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 SY4128
 SY4128  HORZ ORDER  -  SECOND
 SY4128
 SY4128.The horizontal coordinates were established by classical geodetic methods
 SY4128.and adjusted by the National Geodetic Survey in December 1991..
 SY4128
 SY4128.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4128
 SY4128.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4128
 SY4128.The geoid height was determined by GEOID03.
 SY4128
 SY4128;                    North         East     Units Scale Factor Converg.
 SY4128;SPC WA N     -    83,509.968   385,833.300   MT  0.99996378   -1 08 00.5
 SY4128;SPC WA N     -   273,982.29  1,265,854.75   sFT  0.99996378   -1 08 00.5
 SY4128;UTM  10      - 5,287,710.037   548,298.333   MT  0.99962866   +0 28 36.6
 SY4128
 SY4128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4128!SPC WA N     -   0.99997860  x   0.99996378  =   0.99994238
 SY4128!UTM  10      -   0.99997860  x   0.99962866  =   0.99960726
 SY4128
 SY4128                          SUPERSEDED SURVEY CONTROL
 SY4128
 SY4128  NAD 83(1986)-  47 44 27.43057(N)    122 21 20.69445(W) AD(       ) 2
 SY4128  NAD 27      -  47 44 28.08020(N)    122 21 16.23544(W) AD(       ) 2
 SY4128  NGVD 29 (07/19/86)  159.     (m)          522.     (f) VERT ANG       
 SY4128
 SY4128.Superseded values are not recommended for survey control.
 SY4128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4128.See file dsdata.txt to determine how the superseded data were derived.
 SY4128
 SY4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4829887710(NAD 83)
 SY4128_MARKER: DD = SURVEY DISK
 SY4128_SETTING: 0 = UNSPECIFIED SETTING
 SY4128
 SY4128  HISTORY     - Date     Condition        Report By
 SY4128  HISTORY     - 1972     MONUMENTED       NGS
 SY4128  HISTORY     - 1973     GOOD             WA-033
 SY4128  HISTORY     - 20010421 GOOD             USPSQD
 SY4128
 SY4128                          STATION DESCRIPTION
 SY4128
 SY4128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SY4128'STATION IS 161 FT SOUTH AND 27 FT WEST OF INTERSECTION N. 155TH
 SY4128'ST. AND GREENWOOD AVENUE NO.  POINT IS SET FLUSH WITH FOOT
 SY4128'PATH.  POINT IS 50.4 FT WEST OF SPIKE IN UTILITY POLE---58.4 FT
 SY4128'N.N.E. OF NORTHERN GATEPOST.---4 FT EAST OF N-S CYCLONE
 SY4128'FENCE--76.6 FT N.N.E. OF NORTH SIDE OF 30 IN FIR TREE, AND 27.4 FT
 SY4128'S.E. OF 28 IN FIR TREE.
 SY4128'
 SY4128'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN A CONC MON FLUSH
 SY4128'WITH SURFACE.
 SY4128'
 SY4128'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 3 FT DOWN.
 SY4128'
 SY4128'MONUMENT STAMPED--AL-5, 1972
 SY4128
 SY4128                          STATION RECOVERY (1973)
 SY4128
 SY4128'RECOVERY NOTE BY KING COUNTY WASHINGTON 1973
 SY4128'RECOVERED.
 SY4128
 SY4128                          STATION RECOVERY (2001)
 SY4128
 SY4128'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0388 ***********************************************************************
 TR0388  DESIGNATION -  ALA
 TR0388  PID         -  TR0388
 TR0388  STATE/COUNTY-  WA/ISLAND
 TR0388  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0388
 TR0388                         *CURRENT SURVEY CONTROL
 TR0388  ___________________________________________________________________
 TR0388* NAD 83(1986)-  48 23 33.     (N)    122 35 15.     (W)     SCALED    
 TR0388* NAVD 88     -         2.673  (meters)       8.77   (feet)  ADJUSTED  
 TR0388  ___________________________________________________________________
 TR0388  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 TR0388  DYNAMIC HT  -           2.674 (meters)       8.77  (feet)  COMP
 TR0388  MODELED GRAV-     980,859.2   (mgal)                       NAVD 88
 TR0388
 TR0388  VERT ORDER  -  FIRST     CLASS II
 TR0388
 TR0388.The horizontal coordinates were scaled from a topographic map and have
 TR0388.an estimated accuracy of +/- 6 seconds.
 TR0388
 TR0388.The orthometric height was determined by differential leveling
 TR0388.and adjusted by the National Geodetic Survey in June 1991..
 TR0388
 TR0388.The geoid height was determined by GEOID03.
 TR0388
 TR0388.The dynamic height is computed by dividing the NAVD 88
 TR0388.geopotential number by the normal gravity value computed on the
 TR0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0388.degrees latitude (g = 980.6199 gals.).
 TR0388
 TR0388.The modeled gravity was interpolated from observed gravity values.
 TR0388
 TR0388;                    North         East    Units  Estimated Accuracy
 TR0388;SPC WA N     -   156,300.      370,110.      MT  (+/- 180 meters Scaled)
 TR0388
 TR0388                          SUPERSEDED SURVEY CONTROL
 TR0388
 TR0388  NGVD 29 (??/??/92)    1.522  (m)            4.99   (f) ADJ UNCH    1 2
 TR0388
 TR0388.Superseded values are not recommended for survey control.
 TR0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0388.See file dsdata.txt to determine how the superseded data were derived.
 TR0388
 TR0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU305600(NAD 83)
 TR0388_MARKER: DS = TRIANGULATION STATION DISK
 TR0388_SETTING: 80 = SET IN A BOULDER
 TR0388_STAMPING: ALA 1924
 TR0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0388+STABILITY: SURFACE MOTION
 TR0388
 TR0388  HISTORY     - Date     Condition        Report By
 TR0388  HISTORY     - 1924     MONUMENTED       CGS
 TR0388  HISTORY     - 1952     GOOD             NGS
 TR0388
 TR0388                          STATION DESCRIPTION
 TR0388
 TR0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0388'5.8 MI E FROM DECEPTION PASS.
 TR0388'2.0 MILES SOUTH ALONG STATE HIGHWAY 1D FROM THE SOUTH END OF DECEPTION
 TR0388'PASS BRIDGE, THENCE 3.8 MILES EAST ALONG AN ASPHALT ROAD LEADING TO
 TR0388'ALA SPIT, ABOUT 140 YARDS SOUTHEAST ALONG SHORE LINE FROM THE SOUTH
 TR0388'END OF A WAREHOUSE AT ALA SPIT, ON THE EAST POINT OF THE SHORE, 74
 TR0388'FEET EAST OF A 30-FOOT HIGH BLUFF, 57 FEET EAST OF THE HIGH WATER
 TR0388'LINE, IN THE TOP OF A 3-FOOT-HIGH BOULDER.  NOTE-- STATION IS ABOUT
 TR0388'LEVEL WITH THE WATER LINE AND IS A WASH AT HIGH TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3334 ***********************************************************************
 SY3334  DESIGNATION -  ALA
 SY3334  PID         -  SY3334
 SY3334  STATE/COUNTY-  WA/MASON
 SY3334  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3334
 SY3334                         *CURRENT SURVEY CONTROL
 SY3334  ___________________________________________________________________
 SY3334* NAD 83(1991)-  47 14 11.01707(N)    122 55 32.88508(W)     ADJUSTED  
 SY3334* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3334  ___________________________________________________________________
 SY3334  LAPLACE CORR-          -7.63  (seconds)                    DEFLEC99
 SY3334  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 SY3334
 SY3334  HORZ ORDER  -  THIRD
 SY3334
 SY3334.The horizontal coordinates were established by classical geodetic methods
 SY3334.and adjusted by the National Geodetic Survey in December 1991..
 SY3334
 SY3334.The orthometric height was scaled from a topographic map.
 SY3334
 SY3334.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3334
 SY3334.The geoid height was determined by GEOID03.
 SY3334
 SY3334;                    North         East     Units Scale Factor Converg.
 SY3334;SPC WA S     -   214,356.922   316,351.336   MT  0.99997926   -1 45 43.5
 SY3334;SPC WA S     -   703,269.33  1,037,896.01   sFT  0.99997926   -1 45 43.5
 SY3334;UTM  10      - 5,231,436.891   505,616.062   MT  0.99960039   +0 03 16.1
 SY3334
 SY3334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3334!SPC WA S     -   1.00000314  x   0.99997926  =   0.99998240
 SY3334!UTM  10      -   1.00000314  x   0.99960039  =   0.99960353
 SY3334
 SY3334|---------------------------------------------------------------------|
 SY3334| PID    Reference Object                     Distance      Geod. Az  |
 SY3334|                                                           dddmmss.s |
 SY3334| CE3326 ALA RM 2                             23.390 METERS 00348     |
 SY3334| SY3322 FIR 1878                              7.582 METERS 10125     |
 SY3334| SY3301 SOLE                                381.642 METERS 17053     |
 SY3334| CE3325 ALA RM 1                              7.140 METERS 19220     |
 SY3334| SY3291 NECK                                APPROX. 1.1 KM 3412354.8 |
 SY3334|---------------------------------------------------------------------|
 SY3334
 SY3334                          SUPERSEDED SURVEY CONTROL
 SY3334
 SY3334  NAD 83(1986)-  47 14 11.01454(N)    122 55 32.89278(W) AD(       ) 3
 SY3334  NAD 27      -  47 14 11.67000(N)    122 55 28.39600(W) AD(       ) 3
 SY3334
 SY3334.Superseded values are not recommended for survey control.
 SY3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3334.See file dsdata.txt to determine how the superseded data were derived.
 SY3334
 SY3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0561631437(NAD 83)
 SY3334_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3334
 SY3334  HISTORY     - Date     Condition        Report By
 SY3334  HISTORY     - 1936     MONUMENTED       CGS
 SY3334  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3334  HISTORY     - 1973     SEE DESCRIPTION  USGS
 SY3334  HISTORY     - 1988     GOOD             USPSQD
 SY3334
 SY3334                          STATION DESCRIPTION
 SY3334
 SY3334'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3334'LOCATED ON THE E SIDE OF PICKERING PASSAGE ON HARSTINE ISLAND ABOUT
 SY3334'2/3 MILE N OF SALOM POINT.  STATION IS ON A SMALL POINT, 70 METERS
 SY3334'S OF A NARROW INLET.  THE STATION IS ON A GRAVEL BEACH ON
 SY3334'HIGH-WATER LINE, 5 FEET OFFSHORE FROM A PROMINENT OVERHANGING
 SY3334'STUMP.
 SY3334'
 SY3334'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3334'CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 SY3334'
 SY3334'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 12C, BY A
 SY3334'STANDARD DISK IN A BOULDER S OF STATION.
 SY3334'
 SY3334'REFERENCE MARK NO.2 IS MARKED, AS DESCRIBED IN NOTE 12A, BY A
 SY3334'STANDARD DISK SET IN ROCK OUTCROP N OF STATION.
 SY3334
 SY3334                          STATION RECOVERY (1958)
 SY3334
 SY3334'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3334'STATION RECOVERED AS DESCRIBED.  THE MARK IS 23 FT. W OF A BANK AND
 SY3334'PROJECTS 0.4 FT.
 SY3334
 SY3334                          STATION RECOVERY (1973)
 SY3334
 SY3334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RA)
 SY3334'ALA - SURFACE MARK WAS SET IN CONCRETE MISSING
 SY3334'
 SY3334'I HAVE A PLACE SO. OF SOLE AND WALK THE BEACH OFTEN.  THE WATER
 SY3334'ERODED THE CONCRETE AND COULD NOT FIND THE DISK.
 SY3334'
 SY3334'HOPE THIS IS FILLED OUT RIGHT.
 SY3334
 SY3334                          STATION RECOVERY (1988)
 SY3334
 SY3334'RECOVERY NOTE BY US POWER SQUADRON 1988 (WRT)
 SY3334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1210 ***********************************************************************
 TR1210  DESIGNATION -  ALA 2 1907
 TR1210  PID         -  TR1210
 TR1210  STATE/COUNTY-  WA/ISLAND
 TR1210  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1210
 TR1210                         *CURRENT SURVEY CONTROL
 TR1210  ___________________________________________________________________
 TR1210* NAD 83(1991)-  48 23 30.81164(N)    122 35 09.20750(W)     ADJUSTED  
 TR1210* NAVD 88     -         2.57   (+/-2cm)       8.4    (feet)  VERTCON   
 TR1210  ___________________________________________________________________
 TR1210  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 TR1210  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 TR1210
 TR1210  HORZ ORDER  -  THIRD
 TR1210  VERT ORDER  -  THIRD ? (See Below)
 TR1210
 TR1210.The horizontal coordinates were established by classical geodetic methods
 TR1210.and adjusted by the National Geodetic Survey in December 1991..
 TR1210
 TR1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1210.The vertical order pertains to the NGVD 29 superseded value.
 TR1210
 TR1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1210
 TR1210.The geoid height was determined by GEOID03.
 TR1210
 TR1210;                    North         East     Units Scale Factor Converg.
 TR1210;SPC WA N     -   156,233.451   370,225.579   MT  0.99995367   -1 18 17.3
 TR1210;SPC WA N     -   512,575.91  1,214,648.42   sFT  0.99995367   -1 18 17.3
 TR1210;UTM  10      - 5,359,941.733   530,655.962   MT  0.99961155   +0 18 34.7
 TR1210
 TR1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1210!SPC WA N     -   1.00000307  x   0.99995367  =   0.99995674
 TR1210!UTM  10      -   1.00000307  x   0.99961155  =   0.99961462
 TR1210
 TR1210                          SUPERSEDED SURVEY CONTROL
 TR1210
 TR1210  NAD 83(1986)-  48 23 30.81466(N)    122 35 09.21237(W) AD(       ) 3
 TR1210  NAD 27      -  48 23 31.45400(N)    122 35 04.59400(W) AD(       ) 3
 TR1210  NGVD 29 (07/19/86)    1.42   (m)            4.7    (f) LEVELING    3  
 TR1210
 TR1210.Superseded values are not recommended for survey control.
 TR1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1210.See file dsdata.txt to determine how the superseded data were derived.
 TR1210
 TR1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3065659942(NAD 83)
 TR1210
 TR1210  HISTORY     - Date     Condition        Report By
 TR1210  HISTORY     - 1907     MONUMENTED       CGS
 TR1210  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TR1210  HISTORY     - 1934     SEE DESCRIPTION  CGS
 TR1210  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR1210  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR1210  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1210  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1210
 TR1210                          STATION DESCRIPTION
 TR1210
 TR1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (RBD)
 TR1210'STATION IS SITUATED ON S SHORE OF ALA SPIT, WHERE THE SPIT RUNS
 TR1210'OUT FROM WHIDBEY ISLAND.  TRIANGULATION STATION IS MARKED BY A
 TR1210'7/8-INCH HOLE DRILLED 2 INCHES INTO THE TOP OF BLACK BOULDER
 TR1210'ABOUT 3-1/2 FEET HIGH.  THIS BOULDER IS AWASH AT HIGH TIDES.  IN
 TR1210'AN EASTERLY DIRECTION, DISTANT ABOUT 10 METERS IS ANOTHER
 TR1210'BOULDER, NOT AS HIGH AND AWASH EXCEPT AT LOW TIDES.  ON THE
 TR1210'NORTHWESTERLY SIDE OF THE BOULDER, ON WHICH TRIANGULATION
 TR1210'STATION IS LOCATED, A CROSS 6 BY 6 INCHES AND 1/4 INCH DEEP WAS
 TR1210'OUT.  CENTER OF HOLE IS DISTANT 29.535 METERS FROM HOLE DRILLED
 TR1210'IN LARGE WHITE STONE OF ABOUT THE SAME HEIGHT AND CLOSE INTO
 TR1210'SHORE.  WHILE THIS BOULDER IS LARGE AND HEAVY, THE SHIFTING
 TR1210'CHARACTER OF THE SAND SPIT AND STRONG TIDES MAY CAUSE SOME
 TR1210'DISPLACEMENT OF IT.
 TR1210
 TR1210                          STATION RECOVERY (1924)
 TR1210
 TR1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (HO)
 TR1210'STATION RECOVERED AS DESCRIBED.  STANDARD DISK SET IN DRILL
 TR1210'HOLE.  REFERENCE DISK SET IN DRILL HOLE IN WHITE ROCK GIVEN AS
 TR1210'REFERENCE IN ORIGINAL DESCRIPTION, DISTANT FROM STATION 29.600
 TR1210'METERS.
 TR1210
 TR1210                          STATION RECOVERY (1934)
 TR1210
 TR1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 TR1210'STATION IS LOCATED ON S SHORE OF ALA SPIT WHERE THE SPIT RUNS OUT
 TR1210'FROM WHIDBEY ISLAND.  STATION IS ON A BLACK BOULDER ABOUT 3-1/2
 TR1210'FEET HIGH, AWASH AT HIGH TIDES.  REFERENCE MARK IS ON A LARGE
 TR1210'WHITE BOULDER OF ABOUT THE SAME SIZE CLOSE INTO SHORE, DISTANT
 TR1210'29.600 METERS.  BOTH THE STATION AND REFERENCE MARKS WERE MARKED
 TR1210'BY STANDARD DISKS IN 1924.  THIS STATION COULD NOT BE USED IN THE
 TR1210'PRESENT SCHEME WITHOUT EXTENSIVE CLEARING, SO A NEW STATION
 TR1210'WAS ESTABLISHED NEAR THE CENTER OF ALA SPIT, CALLED CABLE
 TR1210'1934.
 TR1210
 TR1210                          STATION RECOVERY (1952)
 TR1210
 TR1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 TR1210'BOTH THE STATION AND REFERENCE MARK ARE IN GOOD CONDITION AND
 TR1210'MARKED WITH STANDARD DISKS.
 TR1210'
 TR1210'STATION IS LOCATED ON THE S SHORE OF ALA SPIT WHERE THE SPIT
 TR1210'RUNS OUT FROM WHIDBEY ISLAND, ABOUT 200 M. S OF A DIRT ROAD THAT
 TR1210'RUNS DOWN TO THE SPIT.  THE STATION IS LOCATED ON THE FIRST POINT
 TR1210'OF LAND S OF THE SPIT, AND ON A BLACK BOULDER ABOUT 3-1/2 FT. HIGH
 TR1210'AND AWASH AT HIGH TIDES.  THERE IS ANOTHER BOULDER OF THE SAME
 TR1210'SIZE 35 FT. OFFSHORE FROM THE STATION.
 TR1210'
 TR1210'REFERENCE MARK IS ON A LARGE WHITE BOULDER OF ABOUT THE SAME
 TR1210'SIZE CLOSE INTO SHORE.
 TR1210'
 TR1210'THE STATION APPEARS TO HAVE SHIFTED INSHORE APPROXIMATELY 1
 TR1210'FT. DUE TO DISPLACEMENT OF THE BOULDER.  THE DISTANCE BETWEEN THE
 TR1210'STATION AND REFERENCE MARK IS NOW 29.316 M.
 TR1210
 TR1210                          STATION RECOVERY (1952)
 TR1210
 TR1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 TR1210'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.
 TR1210'
 TR1210'TO REACH THE STATION, FOLLOW STATE HIGHWAY 1 D FOR 2.0 MI. S
 TR1210'FROM THE S END OF DECEPTION PASS BRIDGE, THENCE 3.8 MI. E ALONG
 TR1210'AN ASPHALT ROAD LEADING TO ALA SPIT, ABOUT 100 YD. S ALONG THE
 TR1210'SHORE FROM THE S END OF A WAREHOUSE AT ALA SPIT ON THE E POINT OF
 TR1210'THE SHORE.  A STANDARD TRIANGULATION-STATION DISK, STAMPED ALA
 TR1210'1924 AND SET IN THE TOP OF A 5- BY 5-FT. BOULDER PROJECTING
 TR1210'ABOUT 3 FT. ABOVE THE GROUND, 74 FT. E OF A 30-FT.-HIGH BLUFF,
 TR1210'AND 57 FT. E OF THE HIGH-WATERLINE.  STATION IS AWASH AT HIGH
 TR1210'TIDE.
 TR1210'
 TR1210'REFERENCE MARK IS A STANDARD REFERENCE-MARK DISK, STAMPED
 TR1210'ALA 2 1924 AND SET IN THE TOP OF A 4- BY 4-FT. GRANITE BOULDER,
 TR1210'96 FT. NW OF THE STATION, AND 15 FT. E OF A 20-FT. HIGH BLUFF.
 TR1210
 TR1210                          STATION RECOVERY (1960)
 TR1210
 TR1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1210'THE STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 TR1210'CONDITION AS DESCRIBED BY J.S. IN 1934 EXCEPT THAT THE REFERENCE
 TR1210'MARK DISTANCE WAS REMEASURED WITH A STEEL TAPE AND FOUND TO BE
 TR1210'29.340 M (96.26 FT).
 TR1210'
 TR1210'THE STATION IS A STANDARD STATION MARK DISK STAMPED ALA 2 1924
 TR1210'SET IN A BOULDER AS DESCRIBED IN THE 1934 RECOVERY NOTE.
 TR1210'
 TR1210'REFERENCE MARK IS A STANDARD REFERENCE DISK STAMPED ALA 2 1924
 TR1210'SET IN A BOULDER AS DESCRIBED IN THE 1934 RECOVERY NOTE.
 TR1210'
 TR1210'TO REACH THE STATION FROM THE SOUTH END OF THE HIGHWAY BRIDGE
 TR1210'OVER DECEPTION PASS, GO SOUTH ON STATE HIGHWAY 1-D FOR 2.15 MILES
 TR1210'TO A PAVED ROAD LEFT AND A SIGN CO RD. 62.  TURN LEFT (EAST) AND
 TR1210'GO 0.7 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT FOR 2 MILES TO A
 TR1210'T ROAD LEADING RIGHT.  CONTINUE FOR ABOUT 0.9 MILES TO A Y
 TR1210'INTERSECTION AND TAKE RIGHT ROAD FOR 0.4 MILE TO A DIRT ROAD
 TR1210'LEADING LEFT.  BEAR LEFT AND GO 0.2 MILE TO END OF TRUCK
 TR1210'TRAVEL.  PACK SOUTHERLY FOR ABOUT 250 YARDS TO SPIT AND
 TR1210'STATION.
 TR1210
 TR1210                          STATION RECOVERY (1961)
 TR1210
 TR1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MEW)
 TR1210'THE BOULDERS CONTAINING STATION MARK AND REFERENCE MARK WERE IN
 TR1210'THE WAY OF CONSTRUCTION BY MR. NEIL H. KOETJE OF OAK HARBOR,
 TR1210'WASH.  DESTRUCTION OF THE MARKS WAS AUTHORIZED, AND BOTH DISKS
 TR1210'HAVE BEEN RETURNED TO THE SEATTLE DISTRICT OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0387 ***********************************************************************
 TR0387  DESIGNATION -  ALA RM 2
 TR0387  PID         -  TR0387
 TR0387  STATE/COUNTY-  WA/ISLAND
 TR0387  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0387
 TR0387                         *CURRENT SURVEY CONTROL
 TR0387  ___________________________________________________________________
 TR0387* NAD 83(1986)-  48 23 34.     (N)    122 35 15.     (W)     SCALED    
 TR0387* NAVD 88     -         3.695  (meters)      12.12   (feet)  ADJUSTED  
 TR0387  ___________________________________________________________________
 TR0387  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 TR0387  DYNAMIC HT  -           3.696 (meters)      12.13  (feet)  COMP
 TR0387  MODELED GRAV-     980,859.2   (mgal)                       NAVD 88
 TR0387
 TR0387  VERT ORDER  -  FIRST     CLASS II
 TR0387
 TR0387.The horizontal coordinates were scaled from a topographic map and have
 TR0387.an estimated accuracy of +/- 6 seconds.
 TR0387
 TR0387.The orthometric height was determined by differential leveling
 TR0387.and adjusted by the National Geodetic Survey in June 1991..
 TR0387
 TR0387.The geoid height was determined by GEOID03.
 TR0387
 TR0387.The dynamic height is computed by dividing the NAVD 88
 TR0387.geopotential number by the normal gravity value computed on the
 TR0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0387.degrees latitude (g = 980.6199 gals.).
 TR0387
 TR0387.The modeled gravity was interpolated from observed gravity values.
 TR0387
 TR0387;                    North         East    Units  Estimated Accuracy
 TR0387;SPC WA N     -   156,340.      370,110.      MT  (+/- 180 meters Scaled)
 TR0387
 TR0387                          SUPERSEDED SURVEY CONTROL
 TR0387
 TR0387  NGVD 29 (??/??/92)    2.544  (m)            8.35   (f) ADJ UNCH    1 2
 TR0387
 TR0387.Superseded values are not recommended for survey control.
 TR0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0387.See file dsdata.txt to determine how the superseded data were derived.
 TR0387
 TR0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU305600(NAD 83)
 TR0387_MARKER: DR = REFERENCE MARK DISK
 TR0387_SETTING: 80 = SET IN A BOULDER
 TR0387_STAMPING: ALA 2 1924
 TR0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0387+STABILITY: SURFACE MOTION
 TR0387
 TR0387  HISTORY     - Date     Condition        Report By
 TR0387  HISTORY     - 1924     MONUMENTED       CGS
 TR0387  HISTORY     - 1952     GOOD             NGS
 TR0387  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0387
 TR0387                          STATION DESCRIPTION
 TR0387
 TR0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0387'5.8 MI E FROM DECEPTION PASS.
 TR0387'2.0 MILES SOUTH ALONG STATE HIGHWAY 1D FROM THE SOUTH END OF DECEPTION
 TR0387'PASS BRIDGE, THENCE 3.8 MILES EAST ALONG AN ASPHALT ROAD LEADING TO
 TR0387'ALA SPIT, ABOUT 110 YARDS SOUTHEAST ALONG THE SHORE LINE FROM THE
 TR0387'SOUTH END OF A WAREHOUSE AT ALA SPIT, ON THE EAST POINT OF THE SHORE,
 TR0387'AT HIGH WATER LINE, 96 FEET NORTHWEST OF TRIANGULATION STATION ALA, 15
 TR0387'FEET EAST AND AT THE FOOT OF A 20-FOOT HIGH BLUFF, IN THE TOP OF A
 TR0387'3-FOOT HIGH GRANITE BOULDER PROJECTING ABOUT 3 FEET ABOVE THE HIGH
 TR0387'WATER LINE.
 TR0387
 TR0387                          STATION RECOVERY (1973)
 TR0387
 TR0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1908 ***********************************************************************
 SC1908  DESIGNATION -  ALAMICUT POINT 1852
 SC1908  PID         -  SC1908
 SC1908  STATE/COUNTY-  WA/WAHKIAKUM
 SC1908  USGS QUAD   -  ROSBURG (1984)
 SC1908
 SC1908                         *CURRENT SURVEY CONTROL
 SC1908  ___________________________________________________________________
 SC1908* NAD 83(1991)-  46 18 03.47681(N)    123 42 53.14512(W)     ADJUSTED  
 SC1908* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC1908  ___________________________________________________________________
 SC1908  LAPLACE CORR-          11.59  (seconds)                    DEFLEC99
 SC1908  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SC1908
 SC1908  HORZ ORDER  -  THIRD
 SC1908
 SC1908.The horizontal coordinates were established by classical geodetic methods
 SC1908.and adjusted by the National Geodetic Survey in December 1991..
 SC1908
 SC1908.The orthometric height was scaled from a topographic map.
 SC1908
 SC1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1908
 SC1908.The geoid height was determined by GEOID03.
 SC1908
 SC1908;                    North         East     Units Scale Factor Converg.
 SC1908;SPC WA S     -   112,597.915   252,414.204   MT  0.99992683   -2 20 06.7
 SC1908;SPC WA S     -   369,414.99    828,128.93   sFT  0.99992683   -2 20 06.7
 SC1908;SPC OR N     -   297,677.169 2,252,370.462   MT  1.00009052   -2 16 47.5
 SC1908;SPC OR N     -   976,631.13  7,389,666.87   iFT  1.00009052   -2 16 47.5
 SC1908;UTM  10      - 5,127,735.973   444,955.190   MT  0.99963724   -0 31 00.4
 SC1908
 SC1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1908!SPC WA S     -   1.00000325  x   0.99992683  =   0.99993008
 SC1908!SPC OR N     -   1.00000325  x   1.00009052  =   1.00009377
 SC1908!UTM  10      -   1.00000325  x   0.99963724  =   0.99964049
 SC1908
 SC1908                          SUPERSEDED SURVEY CONTROL
 SC1908
 SC1908  NAD 83(1991)-  46 18 03.47681(N)    123 42 53.14513(W) AD(       ) 3
 SC1908  NAD 83(1986)-  46 18 03.48579(N)    123 42 53.13331(W) AD(       ) 3
 SC1908  NAD 27      -  46 18 04.10012(N)    123 42 48.62070(W) AD(       ) 3
 SC1908
 SC1908.Superseded values are not recommended for survey control.
 SC1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1908.See file dsdata.txt to determine how the superseded data were derived.
 SC1908
 SC1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4495527736(NAD 83)
 SC1908
 SC1908  HISTORY     - Date     Condition        Report By
 SC1908  HISTORY     - 1852     FIRST OBSERVED   CGS
 SC1908  HISTORY     - 1958     MARK NOT FOUND   CGS
 SC1908
 SC1908                          STATION DESCRIPTION
 SC1908
 SC1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC1908'THE STATION IS LOST.  RECOVERY WAS ATTEMPTED BY DISTANCE AND
 SC1908'DIRECTION FROM A NEARBY TRIANGULATION STATION.  THE GROUND AT THE
 SC1908'STATION SITE HAS BEEN WASHED AWAY AND IS COVERED DURING THE HIGH
 SC1908'STAGE OF THE TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5148 ***********************************************************************
 SY5148  DESIGNATION -  ALAP 2
 SY5148  PID         -  SY5148
 SY5148  STATE/COUNTY-  WA/KITSAP
 SY5148  USGS QUAD   -  SUQUAMISH (1981)
 SY5148
 SY5148                         *CURRENT SURVEY CONTROL
 SY5148  ___________________________________________________________________
 SY5148* NAD 83(1991)-  47 38 46.40607(N)    122 34 53.85366(W)     ADJUSTED  
 SY5148* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5148  ___________________________________________________________________
 SY5148  LAPLACE CORR-         -12.08  (seconds)                    DEFLEC99
 SY5148  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY5148
 SY5148  HORZ ORDER  -  THIRD
 SY5148
 SY5148.The horizontal coordinates were established by classical geodetic methods
 SY5148.and adjusted by the National Geodetic Survey in December 1991..
 SY5148
 SY5148.The orthometric height was scaled from a topographic map.
 SY5148
 SY5148.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5148
 SY5148.The geoid height was determined by GEOID03.
 SY5148
 SY5148;                    North         East     Units Scale Factor Converg.
 SY5148;SPC WA N     -    73,340.379   368,658.022   MT  0.99997593   -1 18 05.9
 SY5148;SPC WA N     -   240,617.56  1,209,505.53   sFT  0.99997593   -1 18 05.9
 SY5148;UTM  10      - 5,277,065.477   531,421.563   MT  0.99961213   +0 18 33.0
 SY5148
 SY5148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5148!SPC WA N     -   1.00000330  x   0.99997593  =   0.99997923
 SY5148!UTM  10      -   1.00000330  x   0.99961213  =   0.99961542
 SY5148
 SY5148|---------------------------------------------------------------------|
 SY5148| PID    Reference Object                     Distance      Geod. Az  |
 SY5148|                                                           dddmmss.s |
 SY5148| CF7099 ALAP 2 RM                            21.458 METERS 17126     |
 SY5148| SY5180 INDIANA                             APPROX. 2.3 KM 1731825.4 |
 SY5148| SY5091 VIC                                 APPROX. 1.5 KM 2072457.5 |
 SY5148| SY5089 GROUP                               APPROX. 1.5 KM 2073240.4 |
 SY5148|---------------------------------------------------------------------|
 SY5148
 SY5148                          SUPERSEDED SURVEY CONTROL
 SY5148
 SY5148  NAD 83(1986)-  47 38 46.40110(N)    122 34 53.85922(W) AD(       ) 3
 SY5148  NAD 27      -  47 38 47.05600(N)    122 34 49.36900(W) AD(       ) 3
 SY5148
 SY5148.Superseded values are not recommended for survey control.
 SY5148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5148.See file dsdata.txt to determine how the superseded data were derived.
 SY5148
 SY5148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3142277065(NAD 83)
 SY5148
 SY5148  HISTORY     - Date     Condition        Report By
 SY5148  HISTORY     - 1915     MONUMENTED       CGS
 SY5148  HISTORY     - 1916     SEE DESCRIPTION  CGS
 SY5148  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5148
 SY5148                          STATION DESCRIPTION
 SY5148
 SY5148'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CGQ)
 SY5148'SEARCH FOR ALAP AT FIRST UNSUCCESSFUL.  LATER WHEN PRINCIPAL
 SY5148'TRAVERSE PARTY WAS IN THE VICINITY OF THE OLD STATION MARK, A
 SY5148'DRILL HOLE IN A SMALL 8- BY 8-INCH ROCK WAS FOUND NEAR BLUFF.  HOLE
 SY5148'BEING DOWN SHOWED IT HAD BEEN TAMPERED WITH OR THE ROCK HAD
 SY5148'SHIFTED.
 SY5148'
 SY5148'PUT IN A NEW MARK AS FOLLOWS ON SPOT WHERE OLD MARK WAS FOUND.
 SY5148'
 SY5148'DUG TO BED CLAY 2 FEET DEEP, PUT IN A HEAVY CONCRETE MASS AND
 SY5148'SET A COPPER BOLT TO MARK STATION.  BOLT 3/4-INCH DIAMETER, MARKED
 SY5148'U.S.C.S.
 SY5148'
 SY5148'FOR REFERENCE MARK, CUT A 4-INCH CROSS ON A 2 1/2- BY 2 1/2- BY
 SY5148'2 1/2-FOOT BOULDER SOUTHWARD OF STATION.  REFERENCE MARK IS 69
 SY5148'3/4 FEET FROM ALAP 2, AND 70.4 FEET FROM ECCENTRIC STATION AND
 SY5148'IS 174 DEG 18 MIN TO RIGHT OF LINE TO KREG.  A GRANITE BOULDER
 SY5148'1-1/2 FEET IN DIAMETER, FLAT ON TOP AND FLUSH WITH SURFACE, IS 2
 SY5148'FEET INSHORE FROM THE REFERENCE MARK.
 SY5148'
 SY5148'STATION IS ABOUT 8 FEET FROM VERTICAL FACE OF CONGLOMERATE CLIFF
 SY5148'AND IS COVERED AT HIGH TIDES.  STATION COVERED BY OVERHANGING
 SY5148'BRANCHES SO THICK THAT AN ECCENTRIC SIGNAL AND STATION WERE
 SY5148'NECESSARY.  THE BEACH BARES FOR 100 YARDS OUTSIDE OF STATION,
 SY5148'BEACH CONSISTING OF SMALL BOULDERS, ETC., AND EXCELLENT CLAMS ARE
 SY5148'FOUND HERE.  IT IS ABOUT 1/2 MILE OR LESS ABOVE FLETCHERS BAY
 SY5148'DOCK AND SAME FROM TOLO.
 SY5148
 SY5148                          STATION RECOVERY (1916)
 SY5148
 SY5148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY5148'RECOVERED AS DESCRIBED.
 SY5148
 SY5148                          STATION RECOVERY (1934)
 SY5148
 SY5148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5148'FOUND STATION MARK ON ITS SIDE.  COULD NOT FIND REFERENCE
 SY5148'MARK.  ESTABLISHED NEW STATION STAMPED ALAP 3 - 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5087 ***********************************************************************
 SY5087  DESIGNATION -  ALAP 3
 SY5087  PID         -  SY5087
 SY5087  STATE/COUNTY-  WA/KITSAP
 SY5087  USGS QUAD   -  SUQUAMISH (1981)
 SY5087
 SY5087                         *CURRENT SURVEY CONTROL
 SY5087  ___________________________________________________________________
 SY5087* NAD 83(1991)-  47 38 45.71371(N)    122 34 53.74002(W)     ADJUSTED  
 SY5087* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 SY5087  ___________________________________________________________________
 SY5087  LAPLACE CORR-         -12.08  (seconds)                    DEFLEC99
 SY5087  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY5087
 SY5087  HORZ ORDER  -  SECOND
 SY5087
 SY5087.The horizontal coordinates were established by classical geodetic methods
 SY5087.and adjusted by the National Geodetic Survey in December 1991..
 SY5087
 SY5087.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5087
 SY5087.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5087
 SY5087.The geoid height was determined by GEOID03.
 SY5087
 SY5087;                    North         East     Units Scale Factor Converg.
 SY5087;SPC WA N     -    73,318.948   368,659.907   MT  0.99997596   -1 18 05.8
 SY5087;SPC WA N     -   240,547.25  1,209,511.71   sFT  0.99997596   -1 18 05.8
 SY5087;UTM  10      - 5,277,044.116   531,424.049   MT  0.99961213   +0 18 33.1
 SY5087
 SY5087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5087!SPC WA N     -   1.00000326  x   0.99997596  =   0.99997922
 SY5087!UTM  10      -   1.00000326  x   0.99961213  =   0.99961539
 SY5087
 SY5087|---------------------------------------------------------------------|
 SY5087| PID    Reference Object                     Distance      Geod. Az  |
 SY5087|                                                           dddmmss.s |
 SY5087| CF7101 ALAP 3 RM 4                          16.478 METERS 13200     |
 SY5087| CF7100 ALAP 3 RM 1                          43.456 METERS 20142     |
 SY5087| SY5110 RANGE                               APPROX. 1.6 KM 2623451.3 |
 SY5087|---------------------------------------------------------------------|
 SY5087
 SY5087                          SUPERSEDED SURVEY CONTROL
 SY5087
 SY5087  NAD 83(1986)-  47 38 45.70876(N)    122 34 53.74557(W) AD(       ) 2
 SY5087  NAD 27      -  47 38 46.36500(N)    122 34 49.25600(W) AD(       ) 2
 SY5087  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 SY5087
 SY5087.Superseded values are not recommended for survey control.
 SY5087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5087.See file dsdata.txt to determine how the superseded data were derived.
 SY5087
 SY5087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3142477044(NAD 83)
 SY5087_MARKER: DS = TRIANGULATION STATION DISK
 SY5087_SETTING: 80 = SET IN A BOULDER
 SY5087_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 SY5087
 SY5087  HISTORY     - Date     Condition        Report By
 SY5087  HISTORY     - 1934     MONUMENTED       CGS
 SY5087  HISTORY     - 1956     GOOD             CGS
 SY5087  HISTORY     - 1961     MARK NOT FOUND   LOCENG
 SY5087  HISTORY     - 20010623 MARK NOT FOUND   USPSQD
 SY5087
 SY5087                          STATION DESCRIPTION
 SY5087
 SY5087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5087'LOCATED ON THE FIRST POINT N OF FLETCHER BAY ON BAINBRIDGE ISLAND ON
 SY5087'THE E SIDE OF PORT ORCHARD.  IT IS IN FRONT OF A HIGH CLAY BLUFF.
 SY5087'ABOUT 20 FEET OUT FROM THE FOOT OF THE BLUFF AND THE HIGH-WATER
 SY5087'LINE.
 SY5087'
 SY5087'STATION MARK IS A STANDARD DISK SET IN A BOULDER ABOUT 18 INCHES
 SY5087'HIGH AND 3 FEET IN DIAMETER.
 SY5087'
 SY5087'REFERENCE MARK IS A STANDARD DISK SET IN A LARGE FLAT BOULDER NEAR
 SY5087'THE LOW-WATER LINE.
 SY5087
 SY5087                          STATION RECOVERY (1956)
 SY5087
 SY5087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY5087'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO BE
 SY5087'IN GOOD CONDITION.  REFERENCE MARK 4 WAS ESTABLISHED.  A COMPLETE
 SY5087'DESCRIPTION FOLLOWS WITH ANY CHANGES OR ADDITIONS NOTED.
 SY5087'
 SY5087'THE STATION IS LOCATED 6 MILES NORTHEAST OF BREMERTON, 3 MILES
 SY5087'NORTHWEST OF WINSLOW, ON THE EAST SIDE OF SINCLAIR INLET, PREVIOUSLY
 SY5087'CALLED PORT ORCHARD BAY, ON THE WEST SIDE OF BAINBRIDGE ISLAND, AND
 SY5087'ON THE FIRST POINT NORTH OF FLETCHER BAY.
 SY5087'
 SY5087'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO EAST ON THE
 SY5087'PAVED ROAD FOR 0.3 MILE TO THE INTERSECTION OF STATE HIGHWAY 21A
 SY5087'AT THE CAUTION LIGHT.  TURN LEFT (NORTH) ON STATE HIGHWAY 21A AND GO
 SY5087'4.0 MILES TO A CROSSROAD AND SIGNS MANZANITA ROLLING BAY.  (THIS
 SY5087'CROSSROAD IS 2.4 MILES SOUTHEAST OF THE EAST END OF THE AGATE
 SY5087'PASSAGE BRIDGE.) TURN LEFT (WEST) AND FOLLOW THE PAVED ROAD FOR 0.5
 SY5087'MILE TO A FORK.  TAKE THE LEFT FORK (SOUTHWEST) AND GO 0.5 MILE TO
 SY5087'A REVERSE-Y.  CONTINUE STRAIGHT AHEAD (SOUTHWEST) FOR 0.5 MILE TO A
 SY5087'PAVED ROAD RIGHT AND SIGN ARROW POINT.  TURN RIGHT (NORTHWEST) AND GO
 SY5087'0.9 MILE TO THE MAIN GATE OF THE NAVY TRANSMITTING STATION.  CONTINUE
 SY5087'NORTH, THENCE WEST, THENCE SOUTH FOR A TOTAL DISTANCE OF 1.9 MILES
 SY5087'TO A GRAVEL ROAD RIGHT, JUST BEFORE THE PAVED ROAD TURNS LEFT.  TURN
 SY5087'RIGHT (WEST) AND GO 0.05 MILE TO A FORK.  TAKE THE RIGHT FORK FOR
 SY5087'0.05 MILE TO A DRIVEWAY AT THE SUNDSTENS MAIL BOX.  TURN LEFT AND
 SY5087'GO ABOUT 100 YARDS TO A SMALL CIRCULAR PARKING AREA AND THE END OF
 SY5087'TRUCK TRAVEL.  PACK WEST DOWN A STEEP TRAIL, THAT LEADS DOWN FROM
 SY5087'THE NORTHWEST SIDE OF THE PARKING AREA, FOR ABOUT 100 YARDS TO THE
 SY5087'BEACH, THENCE LEFT (SOUTH) ALONG THE BEACH FOR ABOUT 200 YARDS TO
 SY5087'THE STATION.
 SY5087'
 SY5087'THE STATION MARK IS A STANDARD DISK STAMPED APED 3 1934.  (THE D IS
 SY5087'STAMPED BACKWARDS.) IT IS SET IN A DRILL HOLE IN A BOULDER
 SY5087'PROJECTING 1 FOOT.  THE MARK IS 20 FEET WEST OF THE HIGH CLAY BANK
 SY5087'AND THE HIGH WATER MARK.
 SY5087'
 SY5087'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 3 1934.  IT IS SET IN A
 SY5087'DRILL HOLE IN THE TOP OF A LARGE BOULDER AT THE APPROXIMATE LOW
 SY5087'WATER LINE.  THE BOULDER IS 126 FEET WEST OF THE HIGH CLAY BANK.
 SY5087'
 SY5087'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ALAP 3 NO 4 1934.  IT IS
 SY5087'BRAZED TO THE TOP OF A 2 INCH CAST IRON SOIL PIPE AND PROJECTS 4
 SY5087'INCHES.
 SY5087'
 SY5087'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 SY5087
 SY5087                          STATION RECOVERY (1961)
 SY5087
 SY5087'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 SY5087'STATION WAS NOT FOUND, HOWEVER, IT WAS IMPOSSIBLE TO SEARCH FOR
 SY5087'REFERENCE MARKS DUE TO HIGH TIDE.
 SY5087'
 SY5087'STATION IS PROBABLY UNDER 1-3 FT OF DIRT THAT HAS SLID DOWN BANK
 SY5087'OVER THE YEARS.
 SY5087
 SY5087                          STATION RECOVERY (2001)
 SY5087
 SY5087'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEL)
 SY5087'MARKER NOT FOUND. RECOVERED RM1 IN FAIR CONDITION.  WOULD BE READABLE
 SY5087'IF CLEANED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4364 ***********************************************************************
 SY4364  DESIGNATION -  ALASKA 1917
 SY4364  PID         -  SY4364
 SY4364  STATE/COUNTY-  WA/KING
 SY4364  USGS QUAD   -  POVERTY BAY (1994)
 SY4364
 SY4364                         *CURRENT SURVEY CONTROL
 SY4364  ___________________________________________________________________
 SY4364* NAD 83(1991)-  47 33 38.89591(N)    122 19 13.98107(W)     ADJUSTED  
 SY4364* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 SY4364  ___________________________________________________________________
 SY4364  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 SY4364  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SY4364
 SY4364  HORZ ORDER  -  THIRD
 SY4364
 SY4364.The horizontal coordinates were established by classical geodetic methods
 SY4364.and adjusted by the National Geodetic Survey in December 1991..
 SY4364
 SY4364.The orthometric height was scaled from a topographic map.
 SY4364
 SY4364.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4364
 SY4364.The geoid height was determined by GEOID03.
 SY4364
 SY4364;                    North         East     Units Scale Factor Converg.
 SY4364;SPC WA N     -    63,432.845   388,085.380   MT  0.99998921   -1 06 26.1
 SY4364;SPC WA N     -   208,112.59  1,273,243.45   sFT  0.99998921   -1 06 26.1
 SY4364;UTM  10      - 5,267,710.999   551,112.471   MT  0.99963210   +0 30 05.2
 SY4364
 SY4364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4364!SPC WA N     -   0.99999380  x   0.99998921  =   0.99998301
 SY4364!UTM  10      -   0.99999380  x   0.99963210  =   0.99962590
 SY4364
 SY4364                          SUPERSEDED SURVEY CONTROL
 SY4364
 SY4364  NAD 83(1986)-  47 33 38.88990(N)    122 19 13.98767(W) AD(       ) 3
 SY4364  NAD 27      -  47 33 39.53500(N)    122 19 09.53900(W) AD(       ) 3
 SY4364
 SY4364.Superseded values are not recommended for survey control.
 SY4364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4364.See file dsdata.txt to determine how the superseded data were derived.
 SY4364
 SY4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5111267711(NAD 83)
 SY4364_MARKER: DS = TRIANGULATION STATION DISK
 SY4364_SETTING: 0 = UNSPECIFIED SETTING
 SY4364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4364
 SY4364  HISTORY     - Date     Condition        Report By
 SY4364  HISTORY     - 1917     MONUMENTED       CGS
 SY4364  HISTORY     - 1927     GOOD             CGS
 SY4364  HISTORY     - 1929     GOOD             CGS
 SY4364  HISTORY     - 1931     SEE DESCRIPTION  CGS
 SY4364
 SY4364                          STATION DESCRIPTION
 SY4364
 SY4364'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (JAD)
 SY4364'STATION IS SITUATED JUST TO THE SOUTHWARD OF ALASKA STREET IN THE
 SY4364'SOUTHEASTERN PART OF THE CITY OF SEATTLE UPON A HIGH BRUSHY KNOLL.
 SY4364'THIS KNOLL LIES BETWEEN SOUTH SEATTLE AND GEORGETOWN.
 SY4364'
 SY4364'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS.  WITNESS
 SY4364'MARK IS A STUMP.
 SY4364'
 SY4364'TO REACH THE STATION TAKE A GEORGETOWN CAR, GET OFF AT ADAMS STREET
 SY4364'AND WALK SOUTHEASTWARD UP THE HILL ALONG AN OLD PLANK ROAD.  AT THE
 SY4364'TOP OF THE HILL ARE TWO HOUSES, AND THE STATION IS ABOUT 400 FEET
 SY4364'SOUTHWARD FROM THESE UPON A BRUSH-COVERED RISE.  IT IS ALSO ABOUT
 SY4364'75 FEET WESTWARD FROM A WAGON ROAD RUNNING APPROXIMATELY N AND S.
 SY4364'
 SY4364'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.0 METERS.
 SY4364
 SY4364                          STATION RECOVERY (1927)
 SY4364
 SY4364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 SY4364'STATION MARK FOUND IN GOOD CONDITION, DESCRIPTION INADEQUATE.
 SY4364'
 SY4364'THIS STATION IS IN THE BACK YARD OF JOHN IRISH (NEGRO) 1007
 SY4364'ANGELINE STREET.  IT IS 6 METERS OUT FROM NW CORNER OF HOUSE IN
 SY4364'LINE WITH PUGET SOUND PAPER BOX COMPANY.  STATION IS ONE METER FROM
 SY4364'EDGE OF SLOPE LEADING DOWN TO WITNESS MARK, WHICH IS A BLAZE IN
 SY4364'MAPLE TREE, THE ONLY MAPLE TREE ON THIS SLOPE.
 SY4364'
 SY4364'TO REACH STATION FOLLOW GEORGETOWN CAR LINE TO ADAMS STREET.
 SY4364'FOLLOW ADAMS STREET TO TENTH AVENUE, TO TOP OF HILL WHERE TWO
 SY4364'RED-SHINGLED HOUSES STAND.  WALK S OVER THE KNOLL, ON WHICH THESE
 SY4364'TWO HOUSES STAND, ALONG DIRT ROAD TO THE ABOVE ADDRESS.  70 PACES S
 SY4364'OF THIS ADDRESS THE ROAD TAKES SHARP LEFT-HAND TURN IN A SMALL
 SY4364'HOLLOW.
 SY4364
 SY4364                          STATION RECOVERY (1929)
 SY4364
 SY4364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (RRL)
 SY4364'DESCRIPTION GIVEN IN RECOVERY NOTE, 1927, IS ADEQUATE EXCEPT THAT
 SY4364'THE MAPLE TREE THAT CONTAINED THE WITNESS MARK HAS BEEN CUT DOWN
 SY4364'ABOUT 3 FEET FROM THE GROUND AND THE NORTHERLY OF THE TWO
 SY4364'RED-SHINGLED HOUSES HAS RECENTLY HAD THE ROOF BURNED OFF, BUT THE
 SY4364'HOUSE STILL STANDS AND WILL SERVE TO LOCATE THE STATION.  THE
 SY4364'STATION IS MARKED WITH A STANDARD DISK IN A CONCRETE BLOCK AND IS
 SY4364'LEVEL WITH THE SURROUNDING GROUND.
 SY4364
 SY4364                          STATION RECOVERY (1931)
 SY4364
 SY4364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (FHH)
 SY4364'OWING TO REGRADING, TRIANGULATION STATION ALASKA ESTABLISHED IN
 SY4364'1917 AND LOCATED ON BEACON HILL, SEATTLE, HAS TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4259 ***********************************************************************
 SY4259  DESIGNATION -  ALASKA STEAMSHIP DOCK GABLE
 SY4259  PID         -  SY4259
 SY4259  STATE/COUNTY-  WA/KING
 SY4259  USGS QUAD   -  POVERTY BAY (1994)
 SY4259
 SY4259                         *CURRENT SURVEY CONTROL
 SY4259  ___________________________________________________________________
 SY4259* NAD 83(1991)-  47 36 06.96124(N)    122 20 24.01909(W)     ADJUSTED  
 SY4259* NAVD 88     -                                                        
 SY4259  ___________________________________________________________________
 SY4259  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 SY4259  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY4259
 SY4259  HORZ ORDER  -  THIRD
 SY4259
 SY4259.The horizontal coordinates were established by classical geodetic methods
 SY4259.and adjusted by the National Geodetic Survey in December 1991..
 SY4259
 SY4259
 SY4259.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4259
 SY4259.The geoid height was determined by GEOID03.
 SY4259
 SY4259;                    North         East     Units Scale Factor Converg.
 SY4259;SPC WA N     -    68,033.221   386,711.077   MT  0.99998255   -1 07 18.3
 SY4259;SPC WA N     -   223,205.66  1,268,734.59   sFT  0.99998255   -1 07 18.3
 SY4259;UTM  10      - 5,272,269.358   549,610.077   MT  0.99963024   +0 29 14.6
 SY4259
 SY4259                          SUPERSEDED SURVEY CONTROL
 SY4259
 SY4259  NAD 83(1986)-  47 36 06.95521(N)    122 20 24.02474(W) AD(       ) 4
 SY4259  NAD 27      -  47 36 07.60100(N)    122 20 19.57500(W) AD(       ) 3
 SY4259
 SY4259.Superseded values are not recommended for survey control.
 SY4259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4259.See file dsdata.txt to determine how the superseded data were derived.
 SY4259
 SY4259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4961072269(NAD 83)
 SY4259
 SY4259  HISTORY     - Date     Condition        Report By
 SY4259  HISTORY     - UNK      MONUMENTED
 SY4259  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY4259
 SY4259                          STATION DESCRIPTION
 SY4259
 SY4259'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY4259'STATION IS LOST.
 SY4259'
 SY4259'THE SUPERSTRUCTURE OF THIS PIER (PIER 51) HAS BEEN COMPLETELY
 SY4259'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0322 ***********************************************************************
 TS0322  DESIGNATION -  ALAVA 1930
 TS0322  PID         -  TS0322
 TS0322  STATE/COUNTY-  WA/CLALLAM
 TS0322  USGS QUAD   -  OZETTE (1984)
 TS0322
 TS0322                         *CURRENT SURVEY CONTROL
 TS0322  ___________________________________________________________________
 TS0322* NAD 83(1991)-  48 10 40.51204(N)    124 43 10.82874(W)     ADJUSTED  
 TS0322* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 TS0322  ___________________________________________________________________
 TS0322  LAPLACE CORR-          10.22  (seconds)                    DEFLEC99
 TS0322  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 TS0322
 TS0322  HORZ ORDER  -  THIRD
 TS0322
 TS0322.The horizontal coordinates were established by classical geodetic methods
 TS0322.and adjusted by the National Geodetic Survey in December 1991..
 TS0322
 TS0322.The orthometric height was scaled from a topographic map.
 TS0322
 TS0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0322
 TS0322.The geoid height was determined by GEOID03.
 TS0322
 TS0322;                    North         East     Units Scale Factor Converg.
 TS0322;SPC WA N     -   138,260.006   211,118.373   MT  0.99994280   -2 53 36.5
 TS0322;SPC WA N     -   453,608.04    692,644.20   sFT  0.99994280   -2 53 36.5
 TS0322;UTM  10      - 5,337,505.462   372,163.806   MT  0.99980080   -1 16 54.1
 TS0322
 TS0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0322!SPC WA N     -   1.00000335  x   0.99994280  =   0.99994615
 TS0322!UTM  10      -   1.00000335  x   0.99980080  =   0.99980415
 TS0322
 TS0322:                Primary Azimuth Mark                     Grid Az
 TS0322:SPC WA N     -  INDIAN                                   242 13 36.8
 TS0322:UTM  10      -  INDIAN                                   240 36 54.4
 TS0322
 TS0322|---------------------------------------------------------------------|
 TS0322| PID    Reference Object                     Distance      Geod. Az  |
 TS0322|                                                           dddmmss.s |
 TS0322| TS0321 INDIAN                              APPROX. 1.4 KM 2392000.3 |
 TS0322|---------------------------------------------------------------------|
 TS0322
 TS0322                          SUPERSEDED SURVEY CONTROL
 TS0322
 TS0322  NAD 83(1986)-  48 10 40.51101(N)    124 43 10.83448(W) AD(       ) 3
 TS0322  NAD 27      -  48 10 41.30500(N)    124 43 05.95900(W) AD(       ) 3
 TS0322
 TS0322.Superseded values are not recommended for survey control.
 TS0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0322.See file dsdata.txt to determine how the superseded data were derived.
 TS0322
 TS0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7216437505(NAD 83)
 TS0322_MARKER: Z = SEE DESCRIPTION
 TS0322_SETTING: 0 = UNSPECIFIED SETTING
 TS0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0322
 TS0322  HISTORY     - Date     Condition        Report By
 TS0322  HISTORY     - 1930     MONUMENTED       CGS
 TS0322  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TS0322  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TS0322  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TS0322
 TS0322                          STATION DESCRIPTION
 TS0322
 TS0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (KTA)
 TS0322'STATION IS A STANDARD DISK CEMENTED IN THE TOP OF A BOULDER 7 FEET
 TS0322'ABOVE HIGH WATER AND 30 METERS OUT FROM HIGH-WATER LINE.  IT IS ON
 TS0322'THE FIRST ROCKY POINT TO THE N OF CAPE ALAVA AND THE SECOND S OF THE
 TS0322'MOUTH OF THE OZETTE RIVER.
 TS0322'
 TS0322'THREE STANDARD REFERENCE MARKS WERE ESTABLISHED ON THE TOPS OF NEARBY
 TS0322'BOULDERS, ALL INSHORE FROM THE STATION.
 TS0322'
 TS0322'THE STATION WAS STAMPED ALAVE, 1930 AND THE REFERENCE MARKS NOS.1,
 TS0322'2, AND 3 RESPECTIVELY.
 TS0322
 TS0322                          STATION RECOVERY (1942)
 TS0322
 TS0322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TS0322'STATION AND THREE REFERENCE MARKS WERE FOUND AS DESCRIBED, ALTHOUGH
 TS0322'THE MEASUREMENTS TO THE REFERENCE MARKS DID NOT AGREE VERY CLOSELY
 TS0322'WITH THE ORIGINAL MEASUREMENTS.  A COMPLETE DESCRIPTION FOLLOWS--
 TS0322'
 TS0322'STATION IS ON THE FIRST ROCKY POINT N OF CAPE ALAVA AND THE SECOND
 TS0322'POINT S OF THE MOUTH OF THE OZETTE RIVER, ON THE TOP OF A LARGE
 TS0322'BOULDER, 7 FEET ABOVE HIGH WATER AND ABOUT 30 METERS FROM THE
 TS0322'HIGH-WATER LINE.  STATION IS A BRONZE DISK CEMENTED IN THE BOULDER,
 TS0322'STAMPED ALAVA, 1930.  STATION CAN BE REACHED FROM SHORE AT LOWER
 TS0322'STAGES OF TIDE.  THERE ARE THREE REFERENCE MARKS (BRONZE DISKS) SET
 TS0322'IN TOPS OF BOULDERS, INSHORE FROM STATION.
 TS0322
 TS0322                          STATION RECOVERY (1954)
 TS0322
 TS0322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAS)
 TS0322'STATION RECOVERED AS DESCRIBED AND IS FIRMLY SET AND IN GOOD
 TS0322'CONDITION.  REFERENCE MARK 1 IS MISSING.  REFERENCE MARKS 2 AND 3
 TS0322'ARE FIRMLY SET.  REFERENCE MARK 3 MAY BE TILTED AS THE ARROW POINTS N
 TS0322'24 DEG E.  STATION PINPOINTED ON PHOTOGRAPHY AT THE HOQUIAM OFFICE.
 TS0322
 TS0322                          STATION RECOVERY (1974)
 TS0322
 TS0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CAB)
 TS0322'STATION WAS SEARCHED FOR ON TWO OCCASIONS, BY FIVE MEN, AND WAS
 TS0322'NOT LOCATED.  ONE BRASS SHANK WAS FOUND SET IN ROCK, BUT WAS NOT
 TS0322'BELIEVED TO BE PART OF A DISK.  REFERENCE MARK DISTANCES WERE TAPED
 TS0322'IN ALL DIRECTIONS FROM THIS POINT BUT NO STATION WAS FOUND.  ITS
 TS0322'BELIEVED THE STATION HAS NOT BEEN DESTROYED BECAUSE OF THE REMOTE
 TS0322'ISOLATED AREA.  THERE IS NO INDICATION THAT THE TOPOGRAPHY WOULD
 TS0322'HAVE CHANGED, SUCH AS CONSTRUCTION, MUD SLIDES OR EARTHQUAKES.
 TS0322'
 TS0322'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ONE MILE NORTH OF
 TS0322'CAPE ALAVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4457 ***********************************************************************
 SY4457  DESIGNATION -  ALBERS MILL FLAGPOLE
 SY4457  PID         -  SY4457
 SY4457  STATE/COUNTY-  WA/KING
 SY4457  USGS QUAD   -  POVERTY BAY (1994)
 SY4457
 SY4457                         *CURRENT SURVEY CONTROL
 SY4457  ___________________________________________________________________
 SY4457* NAD 83(1991)-  47 35 19.98361(N)    122 20 29.68735(W)     ADJUSTED  
 SY4457* NAVD 88     -                                                        
 SY4457  ___________________________________________________________________
 SY4457  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 SY4457  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4457
 SY4457  HORZ ORDER  -  THIRD
 SY4457
 SY4457.The horizontal coordinates were established by classical geodetic methods
 SY4457.and adjusted by the National Geodetic Survey in December 1991..
 SY4457
 SY4457
 SY4457.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4457
 SY4457.The geoid height was determined by GEOID03.
 SY4457
 SY4457;                    North         East     Units Scale Factor Converg.
 SY4457;SPC WA N     -    66,584.985   386,564.270   MT  0.99998461   -1 07 22.5
 SY4457;SPC WA N     -   218,454.24  1,268,252.94   sFT  0.99998461   -1 07 22.5
 SY4457;UTM  10      - 5,270,818.083   549,504.032   MT  0.99963011   +0 29 10.1
 SY4457
 SY4457                          SUPERSEDED SURVEY CONTROL
 SY4457
 SY4457  NAD 83(1986)-  47 35 19.97768(N)    122 20 29.69327(W) AD(       ) 4
 SY4457  NAD 27      -  47 35 20.62300(N)    122 20 25.24000(W) AD(       ) 3
 SY4457
 SY4457.Superseded values are not recommended for survey control.
 SY4457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4457.See file dsdata.txt to determine how the superseded data were derived.
 SY4457
 SY4457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4950470818(NAD 83)
 SY4457_MARKER: 62 = FLAGPOLE
 SY4457
 SY4457  HISTORY     - Date     Condition        Report By
 SY4457  HISTORY     - 1917     FIRST OBSERVED   CGS
 SY4457  HISTORY     - 1952     GOOD             CGS
 SY4457
 SY4457                          STATION DESCRIPTION
 SY4457
 SY4457'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4457'APPARENTLY THE SAME FLAGPOLE AS NOW STANDING AT THE OFFICE AND IN THE
 SY4457'LAWN OF THE ALBERS MILLING COMPANY, 143 MASSACHUSETTS STREET.
 SY4457'FOOTED BY A CIRCULAR WALKWAY ABOUT 6-FEET IN DIAMETER.  THE SAME IS
 SY4457'PROBABLY THE LOCATION OF THE INTERSECTED FLAGPOLE, ALBERS BROS.
 SY4457'MILL, FLAGPOLE 1909, HOWEVER THE PRESENT POLE ERECTED ABOUT THE
 SY4457'TIME OF WORLD WAR I.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4271 ***********************************************************************
 SY4271  DESIGNATION -  ALBERS TANK
 SY4271  PID         -  SY4271
 SY4271  STATE/COUNTY-  WA/KING
 SY4271  USGS QUAD   -  POVERTY BAY (1994)
 SY4271
 SY4271                         *CURRENT SURVEY CONTROL
 SY4271  ___________________________________________________________________
 SY4271* NAD 83(1991)-  47 35 17.26552(N)    122 20 27.61968(W)     ADJUSTED  
 SY4271* NAVD 88     -                                                        
 SY4271  ___________________________________________________________________
 SY4271  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 SY4271  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SY4271
 SY4271  HORZ ORDER  -  THIRD
 SY4271
 SY4271.The horizontal coordinates were established by classical geodetic methods
 SY4271.and adjusted by the National Geodetic Survey in December 1991..
 SY4271
 SY4271
 SY4271.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4271
 SY4271.The geoid height was determined by GEOID03.
 SY4271
 SY4271;                    North         East     Units Scale Factor Converg.
 SY4271;SPC WA N     -    66,500.211   386,605.817   MT  0.99998473   -1 07 21.0
 SY4271;SPC WA N     -   218,176.11  1,268,389.25   sFT  0.99998473   -1 07 21.0
 SY4271;UTM  10      - 5,270,734.539   549,547.927   MT  0.99963017   +0 29 11.6
 SY4271
 SY4271                          SUPERSEDED SURVEY CONTROL
 SY4271
 SY4271  NAD 83(1986)-  47 35 17.25956(N)    122 20 27.62556(W) AD(       ) 4
 SY4271  NAD 27      -  47 35 17.90000(N)    122 20 23.17400(W) AD(       ) 3
 SY4271
 SY4271.Superseded values are not recommended for survey control.
 SY4271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4271.See file dsdata.txt to determine how the superseded data were derived.
 SY4271
 SY4271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4954870735(NAD 83)
 SY4271
 SY4271  HISTORY     - Date     Condition        Report By
 SY4271  HISTORY     - 1934     MONUMENTED       CGS
 SY4271  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4271  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SY4271  HISTORY     - 1983     GOOD             USPSQD
 SY4271
 SY4271                          STATION DESCRIPTION
 SY4271
 SY4271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4271'A PROMINENT ELEVATED TANK AT ALBERS MILL, ROUND-BOTTOMED STEEL
 SY4271'TANK.
 SY4271
 SY4271                          STATION RECOVERY (1952)
 SY4271
 SY4271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4271'THE ELEVATED TANK ON THE TOP OF THE ELEVATOR OF THE ALBERS MILLING
 SY4271'COMPANY, 143 W. MASSACHUSETTS STREET.  THE ELEVATOR WITH TANK IS
 SY4271'ON S SIDE OF STREET AND MILL OFFICE.
 SY4271
 SY4271                          STATION RECOVERY (1970)
 SY4271
 SY4271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBW)
 SY4271'THE TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY4271'
 SY4271'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN CITY OF
 SY4271'SEATTLE.
 SY4271
 SY4271                          STATION RECOVERY (1983)
 SY4271
 SY4271'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4271'STATION RECOVERED GOOD.
 SY4271'
 SY4271'RECOVERED AS DESCRIBED.
 SY4271'
 SY4271'ALBERS MILL IS NO LONGER IN BUSINESS BUT ELEVATOR AND TANK ARE
 SY4271'STILL ON PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2668 ***********************************************************************
 SC2668  DESIGNATION -  ALBIE W T C 1953
 SC2668  PID         -  SC2668
 SC2668  STATE/COUNTY-  WA/PACIFIC
 SC2668  USGS QUAD   -  WESTERN (1994)
 SC2668
 SC2668                         *CURRENT SURVEY CONTROL
 SC2668  ___________________________________________________________________
 SC2668* NAD 83(1991)-  46 45 56.60735(N)    123 56 23.40683(W)     ADJUSTED  
 SC2668* NAVD 88     -       154.1    (meters)     506.     (feet)  VERTCON   
 SC2668  ___________________________________________________________________
 SC2668  LAPLACE CORR-          15.98  (seconds)                    DEFLEC99
 SC2668  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SC2668
 SC2668  HORZ ORDER  -  SECOND
 SC2668
 SC2668.The horizontal coordinates were established by classical geodetic methods
 SC2668.and adjusted by the National Geodetic Survey in December 1991..
 SC2668
 SC2668.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2668
 SC2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2668
 SC2668.The geoid height was determined by GEOID03.
 SC2668
 SC2668;                    North         East     Units Scale Factor Converg.
 SC2668;SPC WA S     -   164,939.103   237,342.951   MT  0.99991956   -2 29 55.3
 SC2668;SPC WA S     -   541,137.71    778,682.67   sFT  0.99991956   -2 29 55.3
 SC2668;UTM  10      - 5,179,559.261   428,236.961   MT  0.99966330   -0 41 05.1
 SC2668
 SC2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2668!SPC WA S     -   0.99997954  x   0.99991956  =   0.99989911
 SC2668!UTM  10      -   0.99997954  x   0.99966330  =   0.99964285
 SC2668
 SC2668:                Primary Azimuth Mark                     Grid Az
 SC2668:SPC WA S     -  LARKIN                                   252 54 10.2
 SC2668:UTM  10      -  LARKIN                                   251 05 20.0
 SC2668
 SC2668|---------------------------------------------------------------------|
 SC2668| PID    Reference Object                     Distance      Geod. Az  |
 SC2668|                                                           dddmmss.s |
 SC2668| SD0499 LARKIN                              APPROX. 8.8 KM 2502414.9 |
 SC2668|---------------------------------------------------------------------|
 SC2668
 SC2668                          SUPERSEDED SURVEY CONTROL
 SC2668
 SC2668  NAD 83(1991)-  46 45 56.60436(N)    123 56 23.40791(W) AD(       ) 2
 SC2668  NAD 83(1986)-  46 45 56.60422(N)    123 56 23.39695(W) AD(       ) 2
 SC2668  NAD 27      -  46 45 57.25300(N)    123 56 18.79400(W) AD(       ) 2
 SC2668  NGVD 29 (07/19/86)  153.0    (m)          502.     (f) VERT ANG       
 SC2668
 SC2668.Superseded values are not recommended for survey control.
 SC2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2668.See file dsdata.txt to determine how the superseded data were derived.
 SC2668
 SC2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2823779559(NAD 83)
 SC2668
 SC2668  HISTORY     - Date     Condition        Report By
 SC2668  HISTORY     - 1953     MONUMENTED       WEYCO
 SC2668  HISTORY     - 1962     SEE DESCRIPTION  WEYCO
 SC2668  HISTORY     - 1977     SEE DESCRIPTION  WA-049
 SC2668
 SC2668                          STATION DESCRIPTION
 SC2668
 SC2668'DESCRIBED BY WEYERHAEUSER COMPANY 1953 (RAG)
 SC2668'THE STATION IS LOCATED ON THE SUMMIT OF A SMALL HILL, WHICH IS
 SC2668'CLEAR OF TIMBER AND IS GRADED OFF BY A BULLDOZER, ON LAND OF THE
 SC2668'WEYERHAEUSER TIMBER COMPANY.  THE STATION IS 1.5 MILES WEST OF
 SC2668'THE NORTH RIVER.  1.9 MILES SOUTH OF THE GRAYS HARBOR-PACIFIC
 SC2668'COUNTY LINE.  11.5 MILES SOUTHEAST OF WESTPORT AND SITUATED AT
 SC2668'THE SOUTHERN EDGE OF THE PRESENT LOGGING OPERATION AREA.
 SC2668'
 SC2668'THE STATION IS MARKED BY A 2-INCH IRON PIPE BURIED IN THE
 SC2668'GROUND.  THE PIPE PROJECTS 14 INCHES.  THE TOP PORTION OF THE
 SC2668'PIPE IS LEAD-FILLED AND BEARS THE MARKING OF A SMALL TRIANGLE,
 SC2668'THE LETTER W AND THE NUMERAL 10.
 SC2668'
 SC2668'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 SC2668'
 SC2668'TO REACH FROM SOUTH ABERDEEN GO SOUTHWEST ON STATE HIGHWAY 13A
 SC2668'FOR APPROXIMATELY 11.0 MILES TO THE WOODEN BRIDGE OVER THE JOHNS
 SC2668'RIVER AT MARKHAM, CONTINUE SOUTH ON HIGHWAY 13A FOR 0.6 MILE TO
 SC2668'JUNCTION WITH THE JOHNS RIVER ROAD.  TAKE THE LEFT FORK STRAIGHT
 SC2668'AHEAD, THE JOHNS RIVER ROAD, AND GO 1.4 MILES TO THE ALBIE
 SC2668'LOGGING ROAD LEADING RIGHT AT LOCKED GATE (KEY FOR GATE CAN BE
 SC2668'OBTAINED FROM THE ANDERSON LOGGING COMPANY OFFICE IN THE FINCH
 SC2668'BUILDING AT ABERDEEN, WASHINGTON).  TAKE THE RIGHT FORK AND
 SC2668'FOLLOW THE ALBIE LOGGING ROAD FOR 2.2 MILES TO FORK, TAKE RIGHT
 SC2668'FORK AND GO 0.9 MILE TO A TRIPLE FORK, TAKE THE EXTREME RIGHT
 SC2668'FORK AND GO 1.3 MILES TO SHOP AND CAMP BUILDINGS, CONTINUE ON THE
 SC2668'MAIN LOGGING ROAD FOR 5.45 MILES TO FORK, TAKE LEFT FORK ALONG
 SC2668'RIDGE FOR 0.7 MILE TO TRIPLE FORK, TAKE THE EXTREME RIGHT
 SC2668'FORK FOR 0.15 MILE TO FORK, CONTINUE STRAIGHT AHEAD BETWEEN
 SC2668'ROADS FOR 0.1 MILE TO TOP OF HILL AND STATION.
 SC2668'
 SC2668'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 SC2668
 SC2668                          STATION RECOVERY (1962)
 SC2668
 SC2668'RECOVERY NOTE BY WEYERHAEUSER COMPANY 1962
 SC2668'STATION WAS RECOVERED IN GOOD CONDITION.
 SC2668'
 SC2668'REFERENCE MARKS--NONE SET.
 SC2668'
 SC2668'AZIMUTH MARK--NONE SET.
 SC2668
 SC2668                          STATION RECOVERY (1977)
 SC2668
 SC2668'RECOVERY NOTE BY PACIFIC COUNTY WASHINGTON 1977
 SC2668'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE STATION IS
 SC2668'LOCATED ON THE SUMMIT OF A SMALL HILL, 4-1/2 MILES NORTHEAST OF
 SC2668'TOKELAND AND 11 MILES NORTHWEST OF RAYMOND.
 SC2668'
 SC2668'TO REACH THE STATION FROM THE INTERSECTION OF SR105 AND THE
 SC2668'TOKELAND ROAD GO EAST ON SR105 5.51 MILES TO THE INTERSECTION OF A
 SC2668'LOGGING ROAD ON THE LEFT, TURN LEFT GO .56 MILE UP HILL, THEN TAKE
 SC2668'LEFT FORK GO .19 MILE TAKE RIGHT FORK GO .16 MILE TAKE LEFT FORK,
 SC2668'GO .06 MILE TAKE RIGHT FORK GO .16 MILE TAKE RIGHT FORK GO .28
 SC2668'MILE, TAKE RIGHT FORK GO .07 MILE TAKE RIGHT FORK, GO .26 MILE
 SC2668'TAKE RIGHT FORK, GO .05 MILE TAKE LEFT FORK, GO .17 MILE TAKE
 SC2668'LEFT FORK, GO .20 MILE TAKE LEFT FORK, GO .02 MILE TAKE RIGHT
 SC2668'FORK, GO .21 MILE TAKE RIGHT FORK, GO .02 MILE TAKE LEFT
 SC2668'FORK, GO .25 MILE TO A 3-WAY INTERSECTION CONTINUE STRAIGHT,
 SC2668'GO .30 MILE (B1700 LINE ON LEFT) TAKE RIGHT FORK, GO .46 MILE
 SC2668'(B1900 LINE ON LEFT) TAKE RIGHT FORK, GO .17 MILE TO A 3-WAY
 SC2668'INTERSECTION STAY ON LEFT FORK, GO .17 MILE (B2200 LINE ON
 SC2668'RIGHT) TAKE LEFT FORK, GO .08 MILE TAKE RIGHT FORK, GO .37
 SC2668'MILE AND STATION ALBIE ON RIGHT 60 FEET EAST OF THE CENTER
 SC2668'OF THE ROAD.
 SC2668'
 SC2668'STATION MARK IS 8 BY 8 INCH CONCRETE BLOCK WITH A 1-1/2 INCH IRON
 SC2668'PIPE FILLED WITH LEAD STAMPED W 10 WITH A TRIANGLE, PROJECTING
 SC2668'4 INCHES ABOVE THE GROUND SURFACE.  THE STATION IS ON A FLAT
 SC2668'CLEARED AREA MEASURING 50 FEET BY 120 FEET.
 SC2668'
 SC2668'STATION ALBIE HAS NO REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1564 ***********************************************************************
 TR1564  DESIGNATION -  ALCOHOL PLANT TANK
 TR1564  PID         -  TR1564
 TR1564  STATE/COUNTY-  WA/JEFFERSON
 TR1564  USGS QUAD   -  NORDLAND (1973)
 TR1564
 TR1564                         *CURRENT SURVEY CONTROL
 TR1564  ___________________________________________________________________
 TR1564* NAD 83(1991)-  48 01 39.99221(N)    122 44 37.02030(W)     ADJUSTED  
 TR1564* NAVD 88     -                                                        
 TR1564  ___________________________________________________________________
 TR1564  LAPLACE CORR-          -9.58  (seconds)                    DEFLEC99
 TR1564  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 TR1564
 TR1564  HORZ ORDER  -  THIRD
 TR1564
 TR1564.The horizontal coordinates were established by classical geodetic methods
 TR1564.and adjusted by the National Geodetic Survey in December 1991..
 TR1564
 TR1564
 TR1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1564
 TR1564.The geoid height was determined by GEOID03.
 TR1564
 TR1564;                    North         East     Units Scale Factor Converg.
 TR1564;SPC WA N     -   116,038.368   357,543.645   MT  0.99994349   -1 25 20.1
 TR1564;SPC WA N     -   380,702.55  1,173,041.11   sFT  0.99994349   -1 25 20.1
 TR1564;UTM  10      - 5,319,419.172   519,114.763   MT  0.99960449   +0 11 26.2
 TR1564
 TR1564                          SUPERSEDED SURVEY CONTROL
 TR1564
 TR1564  NAD 83(1986)-  48 01 39.99147(N)    122 44 37.02558(W) AD(       ) 4
 TR1564  NAD 27      -  48 01 40.66900(N)    122 44 32.42500(W) AD(       ) 3
 TR1564
 TR1564.Superseded values are not recommended for survey control.
 TR1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1564.See file dsdata.txt to determine how the superseded data were derived.
 TR1564
 TR1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1911519419(NAD 83)
 TR1564
 TR1564  HISTORY     - Date     Condition        Report By
 TR1564  HISTORY     - UNK      MONUMENTED
 TR1564  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1564
 TR1564                          STATION DESCRIPTION
 TR1564
 TR1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1564'THE STATION HAS BEEN DESTROYED.  THERE IS NO TANK IN THE PLOTTED
 TR1564'POSITION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5058 ***********************************************************************
 SY5058  DESIGNATION -  ALDER
 SY5058  PID         -  SY5058
 SY5058  STATE/COUNTY-  WA/JEFFERSON
 SY5058  USGS QUAD   -  PORT LUDLOW (1973)
 SY5058
 SY5058                         *CURRENT SURVEY CONTROL
 SY5058  ___________________________________________________________________
 SY5058* NAD 83(1991)-  47 58 46.02272(N)    122 42 28.06612(W)     ADJUSTED  
 SY5058* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5058  ___________________________________________________________________
 SY5058  LAPLACE CORR-         -13.30  (seconds)                    DEFLEC99
 SY5058  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 SY5058
 SY5058  HORZ ORDER  -  THIRD
 SY5058
 SY5058.The horizontal coordinates were established by classical geodetic methods
 SY5058.and adjusted by the National Geodetic Survey in December 1991..
 SY5058
 SY5058.The orthometric height was scaled from a topographic map.
 SY5058
 SY5058.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5058
 SY5058.The geoid height was determined by GEOID03.
 SY5058
 SY5058;                    North         East     Units Scale Factor Converg.
 SY5058;SPC WA N     -   110,601.314   360,083.518   MT  0.99994516   -1 23 44.1
 SY5058;SPC WA N     -   362,864.48  1,181,374.01   sFT  0.99994516   -1 23 44.1
 SY5058;UTM  10      - 5,314,057.574   521,805.739   MT  0.99960584   +0 13 01.5
 SY5058
 SY5058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5058!SPC WA N     -   1.00000311  x   0.99994516  =   0.99994827
 SY5058!UTM  10      -   1.00000311  x   0.99960584  =   0.99960895
 SY5058
 SY5058|---------------------------------------------------------------------|
 SY5058| PID    Reference Object                     Distance      Geod. Az  |
 SY5058|                                                           dddmmss.s |
 SY5058| CF7102 ALDER RM 1                            5.400 METERS 19340     |
 SY5058| CF7103 ALDER RM 2                            7.955 METERS 26805     |
 SY5058| TR1515 NARROWS                             APPROX. 4.4 KM 3402352.5 |
 SY5058|---------------------------------------------------------------------|
 SY5058
 SY5058                          SUPERSEDED SURVEY CONTROL
 SY5058
 SY5058  NAD 83(1986)-  47 58 46.02127(N)    122 42 28.07158(W) AD(       ) 3
 SY5058  NAD 27      -  47 58 46.70600(N)    122 42 23.49500(W) AD(       ) 3
 SY5058
 SY5058.Superseded values are not recommended for survey control.
 SY5058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5058.See file dsdata.txt to determine how the superseded data were derived.
 SY5058
 SY5058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU2180614058(NAD 83)
 SY5058_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5058_SETTING: 80 = SET IN A BOULDER
 SY5058_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SY5058
 SY5058  HISTORY     - Date     Condition        Report By
 SY5058  HISTORY     - 1934     MONUMENTED       CGS
 SY5058  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY5058
 SY5058                          STATION DESCRIPTION
 SY5058
 SY5058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5058'STATION ALDER IS ON THE SW SIDE OF OAK BAY, ON A POINT ABOUT 1.1
 SY5058'NAUTICAL MILES NW OF OLELE POINT.  THE STATION IS ABOUT 20 METERS
 SY5058'INSHORE FROM THE HIGH-WATER LINE AND IS ABOUT 25 FEET IN
 SY5058'ELEVATION ABOVE MEAN HIGH WATER.  THE STATION IS ON A PATH AND
 SY5058'A COUPLE METERS SE OF THE STATION IS A SMALL ALDER WITH A
 SY5058'TRIANGLE BLAZED ON IT.
 SY5058'
 SY5058'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 SY5058'DEPRESSION IN A BOULDER, AS DESCRIBED IN NOTE 5.
 SY5058'
 SY5058'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN A BOULDER, AS
 SY5058'DESCRIBED IN NOTE 12D.
 SY5058'
 SY5058'REFERENCE MARK NO.1 IS IN A SOUTHWESTERLY DIRECTION FROM THE
 SY5058'STATION.  REFERENCE MARK NO.2 IS IN A NORTHWESTERLY DIRECTION FROM
 SY5058'THE STATION AND ABOUT 4 FEET HIGHER IN ELEVATION THAN THE STATION.
 SY5058
 SY5058                          STATION RECOVERY (1961)
 SY5058
 SY5058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SY5058'THE STATION MARK WAS RECOVERED IN FAIR CONDITION.  THE REFERENCE
 SY5058'MARKS WERE NOT RECOVERED DUE TO GRADING OPERATIONS FOR A HOUSE BUILT
 SY5058'IN THE AREA.  A NEW DESCRIPTION FOLLOWS--
 SY5058'
 SY5058'LOCATED ON THE SOUTHWEST SIDE OF OAK BAY, ON A POINT ABOUT 1.1
 SY5058'NAUTICAL MILES NORTHWEST OF OLELE POINT.
 SY5058'
 SY5058'STATION MARK IS A STANDARD DISK STAMPED ALDER SET IN CONCRETE IN
 SY5058'A DEPRESSION IN A BOULDER 24 INCHES BELOW THE GROUND SURFACE.  IT
 SY5058'IS 38 FEET FROM THE EDGE OF THE BLUFF AT THE POINT WHERE A PATH
 SY5058'LEADS TO A LADDER AT THE BASE OF THE BLUFF, 17.6 FEET EAST OF
 SY5058'THE SOUTHEAST CORNER OF THE PORCH OF A BROWN HOUSE WITH WHITE
 SY5058'TRIM, 11 FEET WEST OF THE TOP EDGE OF THE BLUFF AND 2.8 FEET
 SY5058'NORTHWEST OF A WHITE CEDAR WITNESS POST.  THE DISK HAS BEEN
 SY5058'SCRAPED, APPARENTLY BY A BULLDOZER BLADE, AND THE MARK MAY
 SY5058'HAVE MOVED SOMEWHAT, AS THE DISK IS NOT QUITE LEVEL.
 SY5058'
 SY5058'TO REACH FROM THE BLINKER LIGHT AT THE HIGHWAY INTERSECTION IN
 SY5058'HADLOCK, GO SOUTH ON OAK BAY ROAD FOR 5.2 MILES TO A SIDE ROAD
 SY5058'ON THE LEFT.  TURN LEFT FOR 0.05 MILE TO A T-ROAD JUNCTION, TURN
 SY5058'LEFT FOR 0.4 MILE TO A SIDE ROAD RIGHT AT POWER POLE NO. 9.  TURN
 SY5058'RIGHT AND GO 0.05 MILE TO HOUSE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2770 ***********************************************************************
 SC2770  DESIGNATION -  ALDER
 SC2770  PID         -  SC2770
 SC2770  STATE/COUNTY-  WA/PIERCE
 SC2770  USGS QUAD   -  ELBE (1993)
 SC2770
 SC2770                         *CURRENT SURVEY CONTROL
 SC2770  ___________________________________________________________________
 SC2770* NAD 83(1991)-  46 47 35.92975(N)    122 14 18.87153(W)     ADJUSTED  
 SC2770* NAVD 88     -       667.3    (meters)    2189.     (feet)  VERTCON   
 SC2770  ___________________________________________________________________
 SC2770  LAPLACE CORR-           8.22  (seconds)                    DEFLEC99
 SC2770  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 SC2770
 SC2770  HORZ ORDER  -  THIRD
 SC2770
 SC2770.The horizontal coordinates were established by classical geodetic methods
 SC2770.and adjusted by the National Geodetic Survey in December 1991..
 SC2770
 SC2770.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2770
 SC2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2770
 SC2770.The geoid height was determined by GEOID03.
 SC2770
 SC2770;                    North         East     Units Scale Factor Converg.
 SC2770;SPC WA S     -   163,740.430   367,283.068   MT  0.99992119   -1 15 46.4
 SC2770;SPC WA S     -   537,205.06  1,204,994.53   sFT  0.99992119   -1 15 46.4
 SC2770;UTM  10      - 5,182,477.692   558,110.491   MT  0.99964150   +0 33 18.0
 SC2770
 SC2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2770!SPC WA S     -   0.99989869  x   0.99992119  =   0.99981989
 SC2770!UTM  10      -   0.99989869  x   0.99964150  =   0.99954023
 SC2770
 SC2770:                Primary Azimuth Mark                     Grid Az
 SC2770:SPC WA S     -  OHOP                                     008 34 35.2
 SC2770:UTM  10      -  OHOP                                     006 45 30.8
 SC2770
 SC2770|---------------------------------------------------------------------|
 SC2770| PID    Reference Object                     Distance      Geod. Az  |
 SC2770|                                                           dddmmss.s |
 SC2770| SC2773 OHOP                                APPROX.12.0 KM 0071848.8 |
 SC2770| CS5080 ALDER RM 2                            3.471 METERS 06953     |
 SC2770| CS5079 ALDER RM 1                           10.335 METERS 33904     |
 SC2770|---------------------------------------------------------------------|
 SC2770
 SC2770                          SUPERSEDED SURVEY CONTROL
 SC2770
 SC2770  NAD 83(1986)-  46 47 35.94493(N)    122 14 18.87661(W) AD(       ) 3
 SC2770  NGVD 29 (12/06/90)  666.2    (m)         2186.     (f) VERT ANG       
 SC2770
 SC2770.Superseded values are not recommended for survey control.
 SC2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2770.See file dsdata.txt to determine how the superseded data were derived.
 SC2770
 SC2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES5811082478(NAD 83)
 SC2770_MARKER: DS = TRIANGULATION STATION DISK
 SC2770_SETTING: 66 = SET IN ROCK OUTCROP
 SC2770_SP_SET: SET IN A ROCK LEDGE
 SC2770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC2770+STABILITY: POSITION/ELEVATION WELL
 SC2770
 SC2770  HISTORY     - Date     Condition        Report By
 SC2770  HISTORY     - 1941     MONUMENTED       USGS
 SC2770
 SC2770                          STATION DESCRIPTION
 SC2770
 SC2770'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 SC2770'LOCATED 2 MI E. OF ALDER.  ON DIVIDE BETWEEN NISQUALLY RIVER AND
 SC2770'MIDWAY CREEK, ON PROMINENT KNOLL NEAR NORTHWEST END OF RIDGE.
 SC2770'
 SC2770'TO REACH FROM STATE HWY. 5 IN ALDER, DRIVE 1.1 MI N. AT WEST SIDE
 SC2770'OF PUBLIC SCHOOL.  TAKE RIGHT FORK 1.3 MI, TAKE RIGHT FORK (DIM
 SC2770'RD.) 0.6 MI.  LEAVE TRUCK AT HOUSE AND CONTINUE ALONG RR. GRADE
 SC2770'150 YARDS, TURN RIGHT UP HILL TO STATION.
 SC2770'
 SC2770'STATION MARK--STANDARD TABLET STAMPED---ALDER 1941---, CEMENTED IN
 SC2770'SMALL LEDGE.
 SC2770'
 SC2770'RM 1--STANDARD RM TABLET STAMPED---1---, CEMENTED IN SMALL ROCK
 SC2770'OUTCROP.
 SC2770'
 SC2770'RM 2--STANDARD RM TABLET STAMPED---2---, CEMENTED IN SMALL ROCK
 SC2770'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3656 ***********************************************************************
 SY3656  DESIGNATION -  ALDER 1919
 SY3656  PID         -  SY3656
 SY3656  STATE/COUNTY-  WA/KING
 SY3656  USGS QUAD   -  AUBURN (1994)
 SY3656
 SY3656                         *CURRENT SURVEY CONTROL
 SY3656  ___________________________________________________________________
 SY3656* NAD 83(1991)-  47 33 19.46367(N)    122 12 32.19671(W)     ADJUSTED  
 SY3656* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3656  ___________________________________________________________________
 SY3656  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 SY3656  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SY3656
 SY3656  HORZ ORDER  -  THIRD
 SY3656
 SY3656.The horizontal coordinates were established by classical geodetic methods
 SY3656.and adjusted by the National Geodetic Survey in December 1991..
 SY3656
 SY3656.The orthometric height was scaled from a topographic map.
 SY3656
 SY3656.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3656
 SY3656.The geoid height was determined by GEOID03.
 SY3656
 SY3656;                    North         East     Units Scale Factor Converg.
 SY3656;SPC WA N     -    62,676.590   396,472.247   MT  0.99999013   -1 01 27.0
 SY3656;SPC WA N     -   205,631.45  1,300,759.36   sFT  0.99999013   -1 01 27.0
 SY3656;UTM  10      - 5,267,190.617   559,514.302   MT  0.99964353   +0 35 01.5
 SY3656
 SY3656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3656!SPC WA N     -   1.00000334  x   0.99999013  =   0.99999347
 SY3656!UTM  10      -   1.00000334  x   0.99964353  =   0.99964687
 SY3656
 SY3656:                Primary Azimuth Mark                     Grid Az
 SY3656:SPC WA N     -  LOG 1919                                 019 04 03.0
 SY3656:UTM  10      -  LOG 1919                                 017 27 34.5
 SY3656
 SY3656|---------------------------------------------------------------------|
 SY3656| PID    Reference Object                     Distance      Geod. Az  |
 SY3656|                                                           dddmmss.s |
 SY3656| SY3609 LOG 1919                            APPROX. 2.8 KM 0180236.0 |
 SY3656|---------------------------------------------------------------------|
 SY3656
 SY3656                          SUPERSEDED SURVEY CONTROL
 SY3656
 SY3656  NAD 83(1986)-  47 33 19.45775(N)    122 12 32.20325(W) AD(       ) 3
 SY3656  NAD 27      -  47 33 20.10400(N)    122 12 27.76300(W) AD(       ) 3
 SY3656
 SY3656.Superseded values are not recommended for survey control.
 SY3656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3656.See file dsdata.txt to determine how the superseded data were derived.
 SY3656
 SY3656_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5951467191(NAD 83)
 SY3656_MARKER: Z = SEE DESCRIPTION
 SY3656_SETTING: 0 = UNSPECIFIED SETTING
 SY3656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3656
 SY3656  HISTORY     - Date     Condition        Report By
 SY3656  HISTORY     - 1919     MONUMENTED       CGS
 SY3656  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY3656
 SY3656                          STATION DESCRIPTION
 SY3656
 SY3656'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3656'THIS MAIN SCHEME STATION IS LOCATED ON THE E SHORE OF MERCER
 SY3656'ISLAND, NOT QUITE W OF NEWCASTLE LANDING, BUT SLIGHTLY TO THE N.
 SY3656'
 SY3656'STATION IS MARKED BY A REGULATION BRONZE DISK SET IN THE TOP OF
 SY3656'A CONCRETE MOLD POURED IN PLACE ABOUT 15 FEET FROM THE EXTREME
 SY3656'POINT OF THE SHORE, AT AN ELEVATION OF ABOUT A FOOT.  NAME AND
 SY3656'YEAR STAMPED THEREON.
 SY3656'
 SY3656'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 SY3656'DESCRIBED IN NOTE 11B.
 SY3656
 SY3656                          STATION RECOVERY (1954)
 SY3656
 SY3656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CP)
 SY3656'IT WAS ON THE EAST SHORE OF MERCER ISLAND.  EXTENSIVE SEARCH OF
 SY3656'ONE HOUR REVEALED THE STATION AND REFERENCE MARKS TO BE
 SY3656'DESTROYED.  PROPERTY OWNER REMEMBERS THE REFERENCE MARKS WERE OUT
 SY3656'IN WATER AND TOPPLED OVER.  THE MARK WAS NOT TIED IN TO KING
 SY3656'COUNTY TRAVERSE RAN IN 1939, E 141 BEING 39 FEET WEST AND 109.5
 SY3656'FEET NORTH OF ALDER.  IN 1939 THIS TRAVERSE STATION WAS 38 FEET
 SY3656'FROM THE LAKE.  THE TRAVERSE STATION IS NOW 69 FEET WEST OF
 SY3656'PRESENT ROCK RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4735 ***********************************************************************
 SY4735  DESIGNATION -  ALDER HIGH
 SY4735  PID         -  SY4735
 SY4735  STATE/COUNTY-  WA/KING
 SY4735  USGS QUAD   -  
 SY4735
 SY4735                         *CURRENT SURVEY CONTROL
 SY4735  ___________________________________________________________________
 SY4735* NAD 83(1991)-  47 37 53.69073(N)    122 23 34.67426(W)     ADJUSTED  
 SY4735* NAVD 88     -        47.9    (meters)     157.     (feet)  VERTCON   
 SY4735  ___________________________________________________________________
 SY4735  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 SY4735  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SY4735
 SY4735  HORZ ORDER  -  FIRST
 SY4735
 SY4735.The horizontal coordinates were established by classical geodetic methods
 SY4735.and adjusted by the National Geodetic Survey in December 1991..
 SY4735
 SY4735.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4735
 SY4735.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4735
 SY4735.The geoid height was determined by GEOID03.
 SY4735
 SY4735;                    North         East     Units Scale Factor Converg.
 SY4735;SPC WA N     -    71,408.060   382,796.286   MT  0.99997805   -1 09 40.2
 SY4735;SPC WA N     -   234,277.94  1,255,890.81   sFT  0.99997805   -1 09 40.2
 SY4735;UTM  10      - 5,275,531.764   545,603.457   MT  0.99962556   +0 26 54.6
 SY4735
 SY4735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4735!SPC WA N     -   0.99999620  x   0.99997805  =   0.99997425
 SY4735!UTM  10      -   0.99999620  x   0.99962556  =   0.99962176
 SY4735
 SY4735|---------------------------------------------------------------------|
 SY4735| PID    Reference Object                     Distance      Geod. Az  |
 SY4735|                                                           dddmmss.s |
 SY4735| CF7104 ALDER HIGH RM 2                                    05420     |
 SY4735| SY3981 SEATTLE TV STATION KIRO TOWER       APPROX. 2.7 KM 0864004.9 |
 SY4735| SY4314 SEATTLE SPACE NEEDLE                APPROX. 3.5 KM 1103258.5 |
 SY4735| SY4562 SEATTLE WASHINGTON PLAZA BLDG       APPROX. 4.6 KM 1160159.4 |
 SY4735| SY4528 SEATTLE ST JAMES CATHOLIC CHURCH N  APPROX. 5.7 KM 1175548.2 |
 SY4735| SY4358 POULTRY TANK                        APPROX. 2.8 KM 1182035.3 |
 SY4735| SY4222 NORTHERN LIFE TOWER CENTER FP       APPROX. 5.1 KM 1213513.4 |
 SY4735| SY4334 COURTHOUSE DOME                     APPROX. 6.0 KM 1214150.1 |
 SY4735| SY4329 AMERICAN CAN CO TANK                APPROX. 3.5 KM 1222649.9 |
 SY4735| SY4240 RHODES EAST RADIO TOWER             APPROX. 4.9 KM 1223235.1 |
 SY4735| SY4561 SEATTLE FIRST NAT BANK BLDG LT      APPROX. 5.3 KM 1224006.9 |
 SY4735| SY4243 RHODES TANK APEX                    APPROX. 4.9 KM 1225214.3 |
 SY4735| SY4246 RHODES WEST RADIO TOWER             APPROX. 4.9 KM 1225845.5 |
 SY4735| SY4313 BELL STREET DOCK TANK               APPROX. 4.0 KM 1242356.5 |
 SY4735| SY4230 FEDERAL                             APPROX. 5.2 KM 1252951.0 |
 SY4735| SY4513 SEATTLE SMITH BUILDING FLAGPOLE     APPROX. 5.7 KM 1253804.4 |
 SY4735| SY4467 KING STREET STATION TOWER           APPROX. 6.0 KM 1275410.6 |
 SY4735| SY4495 SPOKANE BRIDGE HIGH E POWER TOWER R APPROX. 7.3 KM 1553924.9 |
 SY4735| SY4489 TANK NORTH OF TRANSMISSION TWR      APPROX. 6.8 KM 1562304.6 |
 SY4735| SY4503 SPOKANE BRIDGE HIGH W POWER TOWER R APPROX. 7.2 KM 1570338.5 |
 SY4735| SY4372 COLMAN CREOSOTE WORKS CEN STK       APPROX. 5.6 KM 1595930.4 |
 SY4735| SY4650 W SEATTLE MUNICIPAL STANDPIPE       APPROX. 6.9 KM 1730559.7 |
 SY4735| SY4593 DUWAMISH HEAD LIGHT                 APPROX. 3.7 KM 1735949.4 |
 SY4735| SY4581 DUWAMISH LIGHT                      APPROX. 3.7 KM 1740007.1 |
 SY4735| SY4631 ALKI POINT LIGHTHOUSE               APPROX. 6.5 KM 1983858.9 |
 SY4735| AH6906 ALDER HIGH RM 4                      14.371 METERS 31658     |
 SY4735| CF7105 ALDER HIGH RM 3                      17.625 METERS 34515     |
 SY4735| AH6905 ALDER HIGH RM 1                      16.650 METERS 34923     |
 SY4735| SY4734 ALDER HIGH 2                         21.678 METERS 35145     |
 SY4735|---------------------------------------------------------------------|
 SY4735
 SY4735                          SUPERSEDED SURVEY CONTROL
 SY4735
 SY4735  NAD 83(1986)-  47 37 53.68487(N)    122 23 34.67910(W) AD(       ) 1
 SY4735  NAD 27      -  47 37 54.33300(N)    122 23 30.22100(W) AD(       ) 1
 SY4735  NGVD 29 (07/19/86)   46.8    (m)          154.     (f) VERT ANG       
 SY4735
 SY4735.Superseded values are not recommended for survey control.
 SY4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4735.See file dsdata.txt to determine how the superseded data were derived.
 SY4735
 SY4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4560375532(NAD 83)
 SY4735_MARKER: DS = TRIANGULATION STATION DISK
 SY4735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4735_STAMPING: ALDER HIGH 1914 1958
 SY4735_MARK LOGO: CGS   
 SY4735_PROJECTION: FLUSH
 SY4735_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY4735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4735+STABILITY: SURFACE MOTION
 SY4735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4735+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1985
 SY4735
 SY4735  HISTORY     - Date     Condition        Report By
 SY4735  HISTORY     - 1914     MONUMENTED       CGS
 SY4735  HISTORY     - 1917     GOOD             CGS
 SY4735  HISTORY     - 1921     GOOD             CGS
 SY4735  HISTORY     - 1929     GOOD             CGS
 SY4735  HISTORY     - 1929     GOOD             CGS
 SY4735  HISTORY     - 1933     GOOD             CGS
 SY4735  HISTORY     - 1934     GOOD             CGS
 SY4735  HISTORY     - 1936     GOOD             CGS
 SY4735  HISTORY     - 1936     GOOD             CGS
 SY4735  HISTORY     - 1948     GOOD             PACTT
 SY4735  HISTORY     - 1953     GOOD             CGS
 SY4735  HISTORY     - 1958     GOOD             CGS
 SY4735  HISTORY     - 1962     GOOD             CGS
 SY4735  HISTORY     - 1963     GOOD             CGS
 SY4735  HISTORY     - 1970     GOOD             NGS
 SY4735  HISTORY     - 1976     GOOD             NGS
 SY4735  HISTORY     - 1977     GOOD             NOS
 SY4735  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SY4735  HISTORY     - 19851120 GOOD             NGS
 SY4735  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 SY4735  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY4735
 SY4735                          STATION DESCRIPTION
 SY4735
 SY4735'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (JAD)
 SY4735'STATION IS LOCATED UPON MAGNOLIA BLUFF UPON THE EASTERN SIDE OF THE
 SY4735'END OF TWENTY-EIGHTH AVENUE W.  WHEN OCCUPIED IT WAS NEAR THE
 SY4735'CENTER OF THE CHICKEN YARD OF C.L. HIBBERD.
 SY4735'
 SY4735'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4735'CONCRETE, AS DESCRIBED.
 SY4735'
 SY4735'THE CENTER MARK IS NEARLY IN RANGE WITH THE E SIDEWALK LINE OF
 SY4735'TWENTY-EIGHTH AVENUE W, AND IS LOCATED WITH RESPECT TO THE BUILDINGS
 SY4735'OF C.L. HIBBERD, AS SHOWN ON THE SKETCH.
 SY4735'
 SY4735'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.0 METERS.
 SY4735
 SY4735                          STATION RECOVERY (1921)
 SY4735
 SY4735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4735'HAD NO DESCRIPTION OF THIS STATION, BUT A NEARBY RESIDENT LOCATED
 SY4735'THE POINT FOR US.  IT IS IN A CHICKEN PEN, AT PRESENT NOT MORE THAN
 SY4735'10 FEET FROM THE EDGE OF THE BLUFF.
 SY4735'
 SY4735'A REFERENCE MARK WAS SET, CONSISTING OF A PATCH OF CEMENT IN A
 SY4735'DEPRESSION IN A BOULDER AND HAVING A SMALL HOLE IN THE CENTER OF THE
 SY4735'CEMENT PATCH, DISTANT FROM STATION 13.29 METERS.  THIS BOULDER IS
 SY4735'LOCATED JUST AT THE EDGE OF THE CHICKEN YARD FENCE AT THE S SIDE OF
 SY4735'THE GARDEN.
 SY4735
 SY4735                          STATION RECOVERY (1929)
 SY4735
 SY4735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (RRL)
 SY4735'STATION IS SHOWN AS AN OLD STATION IN DANIELS WORK OF 1917.  IT
 SY4735'WAS RECOVERED IN 1921, BUT NO ADEQUATE DESCRIPTION WAS FURNISHED.
 SY4735'
 SY4735'THE STATION, MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE
 SY4735'POST, WAS FOUND IN A CHICKEN YARD NEAR A CHICKEN COOP.
 SY4735'
 SY4735'A REFERENCE MARK, A CROSS MARKED IN CEMENT ON A LARGE ROCK, WAS
 SY4735'FOUND TO HAVE SLIPPED FROM ITS ORIGINAL POSITION DUE TO EROSION OF
 SY4735'A BANK, AND TO BE IN AN UNSTABLE POSITION.  IT SHOULD BE DISCARDED.
 SY4735'
 SY4735'TWO NEW REFERENCE MARKS, STANDARD BRONZE DISKS SET IN SQUARE
 SY4735'CONCRETE POSTS, WERE ESTABLISHED.  FOR A DESCRIPTION OF THESE, AS
 SY4735'WELL AS OF THE STATION ITSELF, SEE NEW DESCRIPTION OF STATION.
 SY4735
 SY4735                          STATION RECOVERY (1929)
 SY4735
 SY4735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (RRL)
 SY4735'STATION IS 3 FEET E OF THE SE CORNER OF A CHICKEN COOP, AND 8.3
 SY4735'FEET FROM THE EDGE OF BLUFF.  IT IS FLUSH WITH THE GROUND.
 SY4735'
 SY4735'REFERENCE MARK NO. 1 IS AT THE E END OF A LOW CONCRETE CURB AND IS
 SY4735'28-1/2 FEET E OF THE NE CORNER OF A CONCRETE GARAGE.  IT IS 6
 SY4735'INCHES ABOVE GROUND.  REFERENCE MARK NO. 2 IS IN THE CHICKEN YARD
 SY4735'AND IS ABOUT 6 INCHES ABOVE THE GROUND.
 SY4735'
 SY4735'STATION IS BEST REACHED BY AUTO, FOLLOWING THORNDIKE AVENUE S TO ITS
 SY4735'TERMINATION AT GALER STREET.  TURN W ON GALER STREET 1 BLOCK TO W
 SY4735'TWENTY-EIGHTH AVENUE, GO S ON A CONCRETE DRIVEWAY WHICH IS A
 SY4735'PROLONGATION OF W TWENTY-EIGHTH AVENUE INTO A CHICKEN YARD.
 SY4735
 SY4735                          STATION RECOVERY (1933)
 SY4735
 SY4735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (AMS)
 SY4735'STATION IS LOCATED ON MAGNOLIA BLUFF OVERLOOKING ELLIOT BAY.
 SY4735'STATION IS IN THE CHICKEN YARD IN THE REAR OF A LARGE HOUSE ON TOP
 SY4735'OF THE FIRST HILL ABOVE SMITHS COVE.
 SY4735'
 SY4735'STATION IS A STANDARD DISK SET IN A CONCRETE BLOCK AND FLUSH WITH
 SY4735'THE SURFACE OF THE GROUND.
 SY4735'
 SY4735'AN OBSERVING PLATFORM BUILT OVER THE STATION IN SOME PREVIOUS YEAR
 SY4735'WAS FOUND IN PLACE AND IN GOOD CONDITION.
 SY4735'
 SY4735'THERE IS ALSO A TALL FLAGPOLE IN THE YARD, THE ONLY ONE IN THE
 SY4735'IMMEDIATE NEIGHBORHOOD.
 SY4735'
 SY4735'TWO STANDARD REFERENCE MARKS SET IN CONCRETE BLOCKS WERE RECOVERED.
 SY4735'
 SY4735'TO REACH STATION, CROSS MAGNOLIA BLUFFS BRIDGE (AT SMITH COVE) AND
 SY4735'CONTINUE UPHILL.  TURN LEFT AT THE FIRST LARGE DRIVEWAY (AND THE
 SY4735'ONLY ONE ON LEFT HAND SIDE) BETWEEN THE END OF THE BRIDGE AND THE
 SY4735'TOP OF THE HILL.  STATION IS LOCATED IN THE YARD AT THE END OF
 SY4735'THIS DRIVEWAY.
 SY4735
 SY4735                          STATION RECOVERY (1934)
 SY4735
 SY4735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4735'STATION AND REFERENCE MARKS NOS. 1 AND 2 RECOVERED IN GOOD CONDITION
 SY4735'ON MAGNOLIA BLUFF AT W GALER STREET AND TWENTY-EIGHTH AVENUE.
 SY4735'
 SY4735'FOLLOW TWENTY-EIGHTH AVENUE TO ITS OFFSHORE END AND ENTER A
 SY4735'CHICKEN YARD.  THE STATION IS 4 FEET S OF A CHICKEN HOUSE AND 8 FEET
 SY4735'FROM EDGE OF 85-FOOT BLUFF.
 SY4735'
 SY4735'REFERENCE MARK NO. 3 WAS ESTABLISHED IN CONCRETE PAVEMENT AT
 SY4735'TWENTY-EIGHTH AVENUE, AND NO. 4 IN CONCRETE COPING BY THE STEPS N
 SY4735'OF STATION.
 SY4735
 SY4735                          STATION RECOVERY (1936)
 SY4735
 SY4735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (OWS)
 SY4735'STATION IS ON MAGNOLIA BLUFF, AT N END OF ELLIOTT BAY, AT BLUFF EDGE
 SY4735'JUST S OF END OF TWENTY-EIGHTH AVENUE, ABOUT 50 FEET SE OF GARAGE,
 SY4735'IN CHICKEN YARD, AT SE END OF CHICKEN HOUSE AND 9 FEET BACK FROM
 SY4735'BLUFF.
 SY4735'
 SY4735'ALL REFERENCE MARKS RECOVERED BUT REFERENCE MARKS NOS. 3 AND 4
 SY4735'CANNOT BE MEASURED, AND NOT OBSERVED FROM STATION BEING BLOCKED BY
 SY4735'CHICKEN HOUSE.
 SY4735'
 SY4735'STATION APPEARS SAFE UNLESS A LARGE PIECE OF BLUFF SLIDES OFF WHICH
 SY4735'AT THIS TIME SEEMS UNLIKELY.
 SY4735'
 SY4735'STATION IS REACHED BY CROSSING MAGNOLIA BLUFF BRIDGE AT SMITHS COVE
 SY4735'AND CONTINUING UPHILL TO FIRST LARGE DRIVEWAY ON LEFT,
 SY4735'TWENTY-EIGHTH AVENUE, TURN LEFT HERE AND FOLLOW S ABOUT 100 YARDS TO
 SY4735'ITS END.  STATION IS IN CHICKEN YARD BEYOND END OF DRIVEWAY.  TWO
 SY4735'LARGE FLAGPOLES AT HOUSE AND GARAGE.  FOR VISIBILITY TO W AND NW,
 SY4735'AN 8-FOOT TOWER IS NECESSARY.
 SY4735
 SY4735                          STATION RECOVERY (1936)
 SY4735
 SY4735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY4735'STATION IS LOCATED ON MAGNOLIA BLUFF OVERLOOKING ELLIOTT BAY.
 SY4735'STATION IS IN THE REAR OF A LARGE HOUSE ON TOP OF THE FIRST HILL
 SY4735'ABOVE SMITHS COVE.
 SY4735'
 SY4735'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE BLOCK AND
 SY4735'FLUSH WITH THE SURFACE OF THE GROUND.
 SY4735'
 SY4735'FOUR STANDARD REFERENCE MARKS WERE RECOVERED.
 SY4735'
 SY4735'TO REACH THE STATION--CROSS MAGNOLIA BLUFF BRIDGE (AT SMITHS COVE)
 SY4735'AND CONTINUE UPHILL.  TURN LEFT AT THE FIRST LARGE DRIVEWAY
 SY4735'(CONCRETE) (TWENTY-EIGHTH AVENUE W) BETWEEN THE END OF THE BRIDGE
 SY4735'AND THE TOP OF THE HILL.  STATION IS LOCATED AT THE END OF THIS
 SY4735'DRIVEWAY, 48 FEET SW OF THE CORNER OF GARAGE AND OBSERVATION
 SY4735'PLATFORM.
 SY4735
 SY4735                          STATION RECOVERY (1948)
 SY4735
 SY4735'RECOVERY NOTE BY PACIFIC T AND T CO 1948 (LWD)
 SY4735'STATION IS AT THE S END OF TWENTY-EIGHTH AVENUE, ON MAGNOLIA BLUFF.
 SY4735'IT WAS FOUND COVERED WITH 2-1/2 OR 3 INCHES OF SOIL AND GRASS.
 SY4735'
 SY4735'R.M.S 1, 3, AND 4 WERE RECOVERED AND USED IN ADDITION TO THE TIE TO
 SY4735'THE SE CORNER OF THE GARAGE.
 SY4735'
 SY4735'THE DESCRIPTION OF THE REFERENCES TO THIS STATION AS SHOWN IN
 SY4735'DESCRIPTIONS PAMPHLET NO. 436 IN THE LEFT CENTER OF PAGE 7 (HJO 1936)
 SY4735'IS OBVIOUSLY IN ERROR WHERE IT STATES STATION IS LOCATED AT THE
 SY4735'END OF THE DRIVEWAY, 48 FEET SW ETC. THIS SHOULD READ SE.
 SY4735
 SY4735                          STATION RECOVERY (1953)
 SY4735
 SY4735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4735'THIS STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 SY4735'LANDSLIDE, WHICH TOOK PLACE SHORTLY AFTER THE 1948 RECOVERY BY THE
 SY4735'PACIFIC TEL. AND TEL. CO., DEMOLISHED THE LIGHT AND POWER POLE
 SY4735'MENTIONED IN THAT RECOVERY.  THE STATION IS NOW ABOUT 4 FT. FROM THE
 SY4735'EDGE OF THE BLUFF, 11.8 FT. S-SW OF THE CENTER OF A NEW POWER POLE,
 SY4735'AND 23 FT. SW OF THE SW CORNER OF A CONCRETE RETAINING WALL WHICH WAS
 SY4735'RECENTLY CONSTRUCTED ALONG THE BLUFF LINE ON THE PROPERTY AT
 SY4735'1452-28TH AVENUE W.  THE CHICKENHOUSE, MENTIONED IN THE DESCRIPTIONS,
 SY4735'IS NOW IN A STATE OF RUIN.
 SY4735
 SY4735                          STATION RECOVERY (1958)
 SY4735
 SY4735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EHK)
 SY4735'RECOVERED AS DESCRIBED IN 1953.  STATION IS NOW ONLY 4 FT. FROM
 SY4735'THE EDGE OF THE BLUFF.  THE AREA IS DENSELY COVERED WITH WILD
 SY4735'BLACKBERRIES.
 SY4735'
 SY4735'SLOPE DISTANCES WERE MEASURED TO REFERENCE MARKS 1, 4 AND STATION
 SY4735'ALDER HIGH 2, 1956 AND REDUCED TO HORIZONTAL DISTANCES GIVEN BELOW.
 SY4735'
 SY4735'THE DISTANCES GIVEN IN THE 1934 RECOVERY NOTE ARE BELIEVED TO BE
 SY4735'SLOPE DISTANCES.  THE DIRECTIONS TO REFERENCE MARKS 3 AND 4 ARE
 SY4735'REVERSED, THAT IS, THE 142 DEG DIRECTION SHOULD BE TO REFERENCE
 SY4735'MARK 4 AND VICE VERSA (SEE 1934 SKETCH).  THE 1958 DIRECTION TO
 SY4735'REFERENCE MARK 4 IS NEARLY 5 MINUTES LESS THAN THAT GIVEN IN THE
 SY4735'1934 RECOVERY, AND THE 1958 DIRECTION TO REFERENCE MARK 1 IS ABOUT 2
 SY4735'MINUTES LESS THAN THAT GIVEN IN THE 1929 RECOVERY, INDICATING THAT
 SY4735'THERE MAY HAVE BEEN MOVEMENT OF THE STATION MARK.  HOWEVER, A NEW
 SY4735'POSITION BASED ON 1958 OBSERVATIONS CHECKS THE PREVIOUS POSITION
 SY4735'WITHIN 0.001 IN. OF LATITUDE AND LONGITUDE.
 SY4735'
 SY4735'THE STATION-MARK DISK WAS HERETOFORE UNSTAMPED.  IT HAS NOW BEEN
 SY4735'STAMPED ALDER HIGH 1914 1958.
 SY4735'
 SY4735'AS THERE IS DANGER THAT THE STATION WILL BE LOST BY EROSION OR
 SY4735'SLIDING OF THE BLUFF, STATION ALDER HIGH 2, 1956 WAS ESTABLISHED.
 SY4735'NOTE--ALTHOUGH THE MARK WAS SET IN 1956 AND SO STAMPED, MEASUREMENTS
 SY4735'WERE NOT MADE UNTIL 1958.
 SY4735'
 SY4735'REFERENCE MARK 1 WAS ESTABLISHED FOR STATION ALDER HIGH IN 1929 AT
 SY4735'THE E END OF A LOW CONCRETE CURB AT THE S END OF 28TH AVENUE WEST.
 SY4735'IT IS A STANDARD DISK, STAMPED NO 1.  THE ARROW POINTS TO STATION
 SY4735'ALDER HIGH 1914.
 SY4735'
 SY4735'REFERENCE MARK 3 WAS ESTABLISHED FOR STATION ALDER HIGH IN 1934 IN
 SY4735'THE PAVEMENT AT THE S END OF 28TH AVENUE WEST, ABOUT 1 FT. N OF
 SY4735'THE LOW CONCRETE CURB CONTAINING REFERENCE MARK 1, AND 5.185 FT.
 SY4735'W-NW FROM REFERENCE MARK 1.  THE ARROW POINTS TO STATION ALDER HIGH
 SY4735'1914.
 SY4735'
 SY4735'MEASUREMENTS WERE NOT MADE FROM ALDER HIGH 2 TO REFERENCE MARK 4 AS
 SY4735'INTERVENING TREES AND SHRUBS OBSTRUCTED THE LINE.
 SY4735'
 SY4735'A NEW REFERENCE MARK, A STANDARD DISK, STAMPED NO 5 1958, WAS SET IN
 SY4735'A DRILL HOLE NEAR THE E END OF THE LOW CURB ALONG THE S SIDE OF THE
 SY4735'DRIVEWAY LEADING TO NO. 1452-28TH AVENUE WEST.  THE ARROW POINTS TO
 SY4735'STATION ALDER HIGH 2 1956.
 SY4735
 SY4735                          STATION RECOVERY (1962)
 SY4735
 SY4735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY4735'THE STATION WAS RECOVERED, THE STATION MARK AND REFERENCE MARKS
 SY4735'NUMBERS 1,3,4 AND 5 WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO
 SY4735'REFERENCE MARK NO. 1 WAS MEASURED .064 METER SHORTER THAN THE
 SY4735'PREVIOUS MEASUREMENT.  THE MEASUREMENT TO ALDER HIGH 2 WAS MEASURED
 SY4735'.006 METER SHORTER THAN THE PREVIOUS MEASUREMENT AND THE DIRECTION
 SY4735'TO ALDER HIGH 2 DIFFERS FROM THE PREVIOUS DIRECTION BY 3 MINUTES.
 SY4735'A 4-FOOT PLUMB BENCH WAS USED ON ALDER HIGH 2, SLOPE MEASUREMENTS
 SY4735'WERE MADE AND REDUCED TO HORIZONTAL.  NO MOVEMENT OF THE MARKS
 SY4735'COULD BE DETECTED.  NO MEASUREMENTS WERE MADE TO REFERENCE MARKS 3
 SY4735'AND 5.  THE STATION IS ABOUT 4 INCHES BELOW GROUND.  PREVIOUS
 SY4735'DESCRIPTIONS ARE ADEQUATE, THE DESCRIPTION TO ALDER HIGH 2 MAY ALSO
 SY4735'BE HELPFUL.
 SY4735
 SY4735                          STATION RECOVERY (1963)
 SY4735
 SY4735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4735'THE STATION, REFERENCE MARKS 1, 3, AND 4 WERE RECOVERED IN GOOD
 SY4735'CONDITION.  THE STATION IS NOW 5.8 FEET SOUTHEAST OF THE CORNER OF A
 SY4735'WHITE, WOODEN PICKET FENCE AND THE CORNER OF A CONCRETE PATIO.
 SY4735
 SY4735                          STATION RECOVERY (1970)
 SY4735
 SY4735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBW)
 SY4735'THE STATION AND REFERENCE MARKS 3, 4, AND 5 WERE RECOVERED IN GOOD
 SY4735'CONDITION.
 SY4735'
 SY4735'REFERENCE MARK 1 WAS NOT SEARCHED FOR.
 SY4735'
 SY4735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN CITY OF
 SY4735'SEATTLE.
 SY4735
 SY4735                          STATION RECOVERY (1976)
 SY4735
 SY4735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY4735'THE STATION AND REFERENCE MARK 4 WERE RECOVERED AS DESCRIBED BY
 SY4735'F.N. IN 1963.  THE OTHER REFERENCE MARKS WERE NOT SEARCHED FOR.
 SY4735'
 SY4735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN SEATTLE.
 SY4735
 SY4735                          STATION RECOVERY (1977)
 SY4735
 SY4735'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY4735'THE STATION WAS RECOVERED IN GOOD CONDITION.
 SY4735
 SY4735                          STATION RECOVERY (1984)
 SY4735
 SY4735'RECOVERY NOTE BY US POWER SQUADRON 1984 (DEY)
 SY4735'REFERENCE MARKS 1,3,4 WERE FOUND IN GOOD CONDITION ALDER HIGH 2 AND
 SY4735'REFERENCE MARK 5 WERE REMOVED TO ALLOW FOR CONSTRUCTION OF NEW HOUSE
 SY4735'IN 1983.  ALDER HIGH MARK WAS OVER GROWN WITH BLACK BERRY VINES AND
 SY4735'UNLOCATED.
 SY4735
 SY4735                          STATION RECOVERY (1985)
 SY4735
 SY4735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (LLR)
 SY4735'RECOVERED AS DESCRIBED.
 SY4735
 SY4735                          STATION RECOVERY (1996)
 SY4735
 SY4735'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4735'MARK NOT FOUND.
 SY4735
 SY4735                          STATION RECOVERY (2002)
 SY4735
 SY4735'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4734 ***********************************************************************
 SY4734  DESIGNATION -  ALDER HIGH 2
 SY4734  PID         -  SY4734
 SY4734  STATE/COUNTY-  WA/KING
 SY4734  USGS QUAD   -  
 SY4734
 SY4734                         *CURRENT SURVEY CONTROL
 SY4734  ___________________________________________________________________
 SY4734* NAD 83(1991)-  47 37 54.38539(N)    122 23 34.82318(W)     ADJUSTED  
 SY4734* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 SY4734  ___________________________________________________________________
 SY4734  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 SY4734  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SY4734
 SY4734  HORZ ORDER  -  SECOND
 SY4734
 SY4734.The horizontal coordinates were established by classical geodetic methods
 SY4734.and adjusted by the National Geodetic Survey in December 1991..
 SY4734
 SY4734.The orthometric height was scaled from a topographic map.
 SY4734
 SY4734.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4734
 SY4734.The geoid height was determined by GEOID03.
 SY4734
 SY4734;                    North         East     Units Scale Factor Converg.
 SY4734;SPC WA N     -    71,429.572   382,793.612   MT  0.99997803   -1 09 40.3
 SY4734;SPC WA N     -   234,348.52  1,255,882.04   sFT  0.99997803   -1 09 40.3
 SY4734;UTM  10      - 5,275,553.185   545,600.181   MT  0.99962555   +0 26 54.5
 SY4734
 SY4734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4734!SPC WA N     -   0.99999790  x   0.99997803  =   0.99997593
 SY4734!UTM  10      -   0.99999790  x   0.99962555  =   0.99962345
 SY4734
 SY4734|---------------------------------------------------------------------|
 SY4734| PID    Reference Object                     Distance      Geod. Az  |
 SY4734|                                                           dddmmss.s |
 SY4734| CF7106 ALDER HIGH 2 RM 5                     7.059 METERS 08804     |
 SY4734| SY4735 ALDER HIGH                           21.678 METERS 17145     |
 SY4734| SY4650 W SEATTLE MUNICIPAL STANDPIPE       APPROX. 6.9 KM 1730544.4 |
 SY4734| AH6905 ALDER HIGH RM 1                       5.092 METERS 17931     |
 SY4734| CF7105 ALDER HIGH RM 3                       4.626 METERS 19722     |
 SY4734| SY4631 ALKI POINT LIGHTHOUSE               APPROX. 6.5 KM 1983348.0 |
 SY4734| AH6906 ALDER HIGH RM 4                                    21127     |
 SY4734|---------------------------------------------------------------------|
 SY4734
 SY4734                          SUPERSEDED SURVEY CONTROL
 SY4734
 SY4734  NAD 83(1986)-  47 37 54.37945(N)    122 23 34.82800(W) AD(       ) 2
 SY4734  NAD 27      -  47 37 55.02780(N)    122 23 30.37080(W) AD(       ) 2
 SY4734
 SY4734.Superseded values are not recommended for survey control.
 SY4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4734.See file dsdata.txt to determine how the superseded data were derived.
 SY4734
 SY4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4560075553(NAD 83)
 SY4734_MARKER: DS = TRIANGULATION STATION DISK
 SY4734_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY4734_SP_SET: METAL PIPE IN CONCRETE
 SY4734
 SY4734  HISTORY     - Date     Condition        Report By
 SY4734  HISTORY     - 1956     MONUMENTED       CGS
 SY4734  HISTORY     - 1958     GOOD             CGS
 SY4734  HISTORY     - 1963     GOOD             CGS
 SY4734  HISTORY     - 1970     GOOD             NGS
 SY4734  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SY4734  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 SY4734
 SY4734                          STATION DESCRIPTION
 SY4734
 SY4734'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (EHK)
 SY4734'STATION IS LOCATED AT THE SOUTH END OF 28TH AVE. WEST ON MAGNOLIA
 SY4734'BLUFF IN SEATTLE, ABOUT 75 FEET NORTH OF THE EDGE OF THE BLUFF, IN
 SY4734'THE EDGE OF THE PARKWAY, 2 FEET EAST FROM THE EDGE OF CONCRETE
 SY4734'PAVEMENT, 1 FOOT SOUTH FROM LOW CURBING ON THE SOUTH SIDE OF
 SY4734'DRIVEWAY LEADING TO NO. 1452-28TH AVE. W.  A STANDARD DISK STAMPED
 SY4734'ALDER HIGH 2 1956 SET IN 3-FOOT SECTION OF 2-INCH PIPE FILLED WITH
 SY4734'CONCRETE AND ABOUT 2 FEET OF THE LENGTH OF THE PIPE SUPPORTED IN A
 SY4734'COLUMN OF CONCRETE.  THE DISK IS FLUSH WITH THE LAWN.  NOTE--ALTHOUGH
 SY4734'THE MARK WAS SET IN 1956 AND SO STAMPED, MEASUREMENTS WERE NOT MADE
 SY4734'UNTIL 1958.
 SY4734'
 SY4734'RM 1 WAS ESTABLISHED FOR STATION ALDER HIGH IN 1929 AT THE EAST END
 SY4734'OF A LOW CONCRETE CURB AT THE SOUTH END OF 28TH AVENUE WEST.  IT IS
 SY4734'A STANDARD DISK STAMPED NO. 1.  THE ARROW POINTS TO STATION ALDER
 SY4734'HIGH 1914.
 SY4734'
 SY4734'RM 3 WAS ESTABLISHED FOR STATION ALDER HIGH IN 1934 IN THE PAVEMENT
 SY4734'AT THE SOUTH END OF 28TH AVE. WEST, ABOUT 1 FOOT NORTH OF THE LOW
 SY4734'CONCRETE CURB CONTAINING RM 1, AND 5.185 FEET WNW FROM RM 1.  THE
 SY4734'ARROW POINTS TO STATION ALDER HIGH 1914.
 SY4734'
 SY4734'MEASUREMENTS WERE NOT MADE FROM ALDER HIGH 2 TO RM 4 AS
 SY4734'INTERVENING TREES AND SHRUBS OBSTRUCTED THE LINE.
 SY4734'
 SY4734'A NEW REFERENCE MARK, A STANDARD DISK STAMPED NO.5 1958, WAS SET IN
 SY4734'A DRILL HOLE NEAR THE EAST END OF THE LOW CURB ALONG THE SOUTH
 SY4734'SIDE OF DRIVEWAY LEADING TO NO. 1452-28TH AVE. WEST.  THE ARROW
 SY4734'POINT TO STATION ALDER HIGH 2 1956.
 SY4734
 SY4734                          STATION RECOVERY (1963)
 SY4734
 SY4734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4734'THE STATION AND REFERENCE MARKS 1, 3, AND 5 WERE RECOVERED AS
 SY4734'DESCRIBED BY E.H.K. IN 1958.
 SY4734
 SY4734                          STATION RECOVERY (1970)
 SY4734
 SY4734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBW)
 SY4734'STATION AND REFERENCE MARKS 3, 4, AND 5 WERE RECOVERED IN GOOD
 SY4734'CONDITION AS DESCRIBED.  REFERENCE MARK 1 WAS NOT SEARCHED FOR.
 SY4734'
 SY4734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN CITY OF
 SY4734'SEATTLE.
 SY4734
 SY4734                          STATION RECOVERY (1984)
 SY4734
 SY4734'RECOVERY NOTE BY US POWER SQUADRON 1984 (DEY)
 SY4734'REFERENCE MARKS 1,3,4 WERE FOUND IN GOOD CONDITION ALDER HIGH 2 AND
 SY4734'REFERENCE MARK 5 WERE REMOVED TO ALLOW FOR CONSTRUCTION OF NEW HOUSE
 SY4734'IN 1983.  ALDER HIGH MARK WAS OVER GROWN WITH BLACK BERRY VINES AND
 SY4734'UNLOCATED.
 SY4734
 SY4734                          STATION RECOVERY (1996)
 SY4734
 SY4734'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1477 ***********************************************************************
 RB1477  DESIGNATION -  ALDER RESET
 RB1477  PID         -  RB1477
 RB1477  STATE/COUNTY-  WA/KLICKITAT
 RB1477  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1477
 RB1477                         *CURRENT SURVEY CONTROL
 RB1477  ___________________________________________________________________
 RB1477* NAD 83(1991)-  45 50 58.88397(N)    119 56 25.21687(W)     ADJUSTED  
 RB1477* NAVD 88     -       397.7    (meters)    1305.     (feet)  VERTCON   
 RB1477  ___________________________________________________________________
 RB1477  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 RB1477  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 RB1477
 RB1477  HORZ ORDER  -  FIRST
 RB1477
 RB1477.The horizontal coordinates were established by classical geodetic methods
 RB1477.and adjusted by the National Geodetic Survey in December 1991..
 RB1477
 RB1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1477
 RB1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1477
 RB1477.The geoid height was determined by GEOID03.
 RB1477
 RB1477;                    North         East     Units Scale Factor Converg.
 RB1477;SPC WA S     -    57,547.659   543,469.981   MT  0.99999633   +0 24 23.5
 RB1477;SPC WA S     -   188,804.28  1,783,034.43   sFT  0.99999633   +0 24 23.5
 RB1477;SPC OR N     -   242,738.649 2,543,468.647   MT  0.99996526   +0 23 48.9
 RB1477;SPC OR N     -   796,386.64  8,344,713.41   iFT  0.99996526   +0 23 48.9
 RB1477;UTM  11      - 5,081,552.099   271,709.961   MT  1.00024075   -2 06 38.3
 RB1477;UTM  10      - 5,081,900.464   737,554.191   MT  1.00029382   +2 11 47.0
 RB1477
 RB1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1477!SPC WA S     -   0.99994106  x   0.99999633  =   0.99993739
 RB1477!SPC OR N     -   0.99994106  x   0.99996526  =   0.99990632
 RB1477!UTM  11      -   0.99994106  x   1.00024075  =   1.00018179
 RB1477!UTM  10      -   0.99994106  x   1.00029382  =   1.00023486
 RB1477
 RB1477|---------------------------------------------------------------------|
 RB1477| PID    Reference Object                     Distance      Geod. Az  |
 RB1477|                                                           dddmmss.s |
 RB1477| CF5173 ALDER RM 1                           18.875 METERS 07349     |
 RB1477| RB1476 DALE                                APPROX. 2.4 KM 1184654.3 |
 RB1477| CF5172 ALDER AZ MK                                        1414026.3 |
 RB1477| CF5174 ALDER RM 2 RESET                     12.338 METERS 18245     |
 RB1477| RB1479 ALDER RM A                           27.406 METERS 26905     |
 RB1477| CF5175 ALDER RM 2                            6.552 METERS 32402     |
 RB1477|---------------------------------------------------------------------|
 RB1477
 RB1477                          SUPERSEDED SURVEY CONTROL
 RB1477
 RB1477  NAD 83(1991)-  45 50 58.88399(N)    119 56 25.21689(W) AD(       ) 1
 RB1477  NAD 83(1986)-  45 50 58.89339(N)    119 56 25.20851(W) AD(       ) 1
 RB1477  NAD 27      -  45 50 59.41900(N)    119 56 21.08000(W) AD(       ) 1
 RB1477  NGVD 29 (07/19/86)  396.7    (m)         1302.     (f) VERT ANG       
 RB1477
 RB1477.Superseded values are not recommended for survey control.
 RB1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1477.See file dsdata.txt to determine how the superseded data were derived.
 RB1477
 RB1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL7171081552(NAD 83)
 RB1477_MARKER: Z = SEE DESCRIPTION
 RB1477_SETTING: 80 = SET IN A BOULDER
 RB1477_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RB1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1477+STABILITY: SURFACE MOTION
 RB1477
 RB1477  HISTORY     - Date     Condition        Report By
 RB1477  HISTORY     - 1959     MONUMENTED       CGS
 RB1477  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RB1477
 RB1477                          STATION DESCRIPTION
 RB1477
 RB1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RB1477'THE STATION AND REFERENCE MARKS WERE RECOVERED.
 RB1477'
 RB1477'THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 RB1477'
 RB1477'THE STATION IS LOCATED ON THE HIGHEST, MOST EASTERLY POINT OF
 RB1477'ALDER RIDGE ABOUT 2 MILES NORTHWEST OF ALDERDALE, WASHINGTON, AND
 RB1477'ABOUT 2 MILES NORTH OF THE COLUMBIA RIVER.  IT IS A SAGE COVERED
 RB1477'RIDGE WITH OUTCROP ROCK AT THE STATION SITE.
 RB1477'
 RB1477'THE STATION MARK IS THE SHANK OF A DISK SET IN A DRILL HOLE IN A
 RB1477'BOULDER AND ABOUT FLUSH WITH THE GROUND.
 RB1477'
 RB1477'THERE ARE THREE REFERENCE MARKS.  ONE MARK STAMPED NO. 1 AND
 RB1477'TWO MARKS STAMPED NO. 2.
 RB1477'
 RB1477'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ALDER USGS 1916 NO 1,
 RB1477'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES
 RB1477'ABOVE THE GROUND AND IS ON ABOUT THE SAME ELEVATION AS THE STATION.
 RB1477'
 RB1477'REFERENCE MARK 2, WHICH IS SOUTH OF STATION, IS A STANDARD DISK,
 RB1477'STAMPED ALDER USGS NO 2 1948, SET INTO AND WELDED TO A 2 INCH IRON
 RB1477'PIPE WHICH PROJECTS ABOUT 12 INCHES ABOVE THE GROUND AND IS ABOUT 3
 RB1477'FEET LOWER THAN THE STATION.
 RB1477'
 RB1477'REFERENCE MARK 2, WHICH IS NORTH OF STATION, IS A STANDARD DISK,
 RB1477'STAMPED ALDER USGS 2 42, SET IN A DRILL HOLE IN A TRIANGULAR
 RB1477'SHAPED BOULDER WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND
 RB1477'IS ABOUT 1 FOOT LOWER THAN THE STATION.
 RB1477'
 RB1477'TO REACH STATION FROM HIGHWAY BRIDGE OVER ALDER CREEK ON
 RB1477'WASHINGTON STATE HIGHWAY 8 ABOUT 0.2 MILE WEST OF ALDERDALE, GO
 RB1477'WEST ON STATE HIGHWAY 8 FOR 0.1 MILE TO WIRE GATE ON RIGHT SIDE
 RB1477'OF HIGHWAY JUST OPPOSITE OLD FARMHOUSE CONCRETE FOUNDATION.  TURN
 RB1477'RIGHT THROUGH GATE AND FOLLOW DIM TRACK ROAD UPGRADE FOR 0.5 MILE
 RB1477'TO ROAD FORK.  TAKE RIGHT FORK UPHILL FOR 1.0 MILE TO TOP OF
 RB1477'RIDGE.  TURN RIGHT ALONG TOP OF RIDGE AND GO 0.35 MILE TO
 RB1477'HIGHEST, MOST EASTERLY POINT OF RIDGE AND STATION SITE.
 RB1477'
 RB1477'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE NOT MEASURED.
 RB1477
 RB1477                          STATION RECOVERY (1971)
 RB1477
 RB1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 RB1477'STATION MARK, REFERENCE MARKS 1, 2 42, 2 1948 AND DALE (USE)
 RB1477'(AZIMUTH MARK) WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE
 RB1477'TO A GEODIMETER TRAVERSE TO STATION DALE (USE) AND THE ADDITION
 RB1477'OF ALDER (USGS) 1916 RM A, FOLLOWING IS A NEW AND COMPLETE
 RB1477'DESCRIPTION.
 RB1477'
 RB1477'STATION IS LOCATED ABOUT 9 MILES WEST-SOUTHWEST OF THE WHITCOMB
 RB1477'RAILROAD SIDING, 2 MILES NORTH OF THE COLUMBIA RIVER, ON THE
 RB1477'HIGHEST AND MOST EASTERLY POINT OF ALDER RIDGE AND IS IN THE
 RB1477'NORTHEAST 1/4 OF SECTION 9, T 4 N, R 23 E.
 RB1477'
 RB1477'TO REACH FROM THE RAILROAD DEPOT IN THE VILLAGE OF ROSEVELT,
 RB1477'GO EAST ON STATE HIGHWAY 14 FOR 14.25 MILE TO A SIDE ROAD LEFT AND
 RB1477'STEEL GATE.  (THIS IS ABOUT 0.15 MILE BEFORE REACHING A BRIDGE
 RB1477'OVER ALDER CREEK.) TURN LEFT, PASSING THROUGH THE GATE, THEN
 RB1477'FOLLOW TRACK ROAD WEST FOR 0.15 MILE TO A FORK.  KEEP THE RIGHT
 RB1477'FORK AND GO NORTHWEST, UPHILL, FOR 0.4 MILE TO A FORK.  KEEP THE
 RB1477'LEFT FORK AND CONTINUE NORTH AND WEST ON THE ROAD FOR 0.35 MILE
 RB1477'TO THE CREST OF A RIDGE.  BEAR RIGHT AND GO NORTH AND WEST
 RB1477'ACROSS COUNTRY FOR 0.95 MILE TO THE TOP OF A RIDGE.  BEAR
 RB1477'RIGHT AND GO EASTERLY ALONG THE SOUTH SIDE OF AN EAST-WEST
 RB1477'FENCE FOR 0.95 MILE TO THE HIGHEST POINT OF ALDER RIDGE AND
 RB1477'THE STATION.  NOTE--A FOUR-WHEEL DRIVE STATION.
 RB1477'
 RB1477'STATION MARK IS A BOLT WITH A PUNCH HOLE IN THE TOP, CEMENTED
 RB1477'IN A DRILL HOLE IN THE TOP OF A 1 X 2 FOOT BOULDER WHICH PROJECTS
 RB1477'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  THERE IS NO
 RB1477'STAMPING.  IT IS 46 FEET SOUTH OF A METAL WITNESS POST AND 46 FEET
 RB1477'SOUTH OF THE EAST-WEST FENCE.
 RB1477'
 RB1477'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALDER USGS 1916
 RB1477'NO 1, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS
 RB1477'ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 74 FEET SOUTHEAST
 RB1477'OF THE WITNESS POST AND 46 FEET SOUTH OF THE FENCE.  THE MARK IS
 RB1477'ABOUT 2 FEET LOWER THAN THE STATION.
 RB1477'
 RB1477'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALDER USGS 42 2,
 RB1477'CEMENTED IN A DRILL HOLE IN A SMALL BOULDER WHICH PROJECTS ABOUT
 RB1477'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 28 FEET SOUTH OF THE
 RB1477'WITNESS POST AND 26 FEET SOUTH OF THE FENCE.
 RB1477'
 RB1477'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALDER USGS NO 2
 RB1477'1948, BRAZED TO THE TOP OF A 1-INCH IRON PIPE WHICH PROJECTS
 RB1477'ABOUT 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 86 FEET SOUTH
 RB1477'OF THE FENCE AND WITNESS POST.
 RB1477'
 RB1477'ALDER (USGS) RM A IS A STANDARD STATION MARK DISK, STAMPED ALDER
 RB1477'USGS 1916 RM A 1971, WELDED TO THE TOP OF A 4-INCH IRON PIPE
 RB1477'WHICH IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RB1477'MONUMENT.  THE PIPE PROJECTS ABOUT 12 INCHES ABOVE THE GROUND
 RB1477'SURFACE.  IT IS 93 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 RB1477'AND 24 FEET SOUTH OF THE FENCE.
 RB1477'
 RB1477'AZIMUTH MARK IS A U.S. ARMY CORP OF ENGINEERS CONTROL STATION
 RB1477'DISK, STAMPED DALE 1942.  IT IS CEMENTED IN A DRILL HOLE IN
 RB1477'BEDROCK WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 RB1477'SURFACE.  IT IS 100 FEET NORTH OF THE EDGE OF THE RIDGE AND 7
 RB1477'FEET SOUTH OF A WITNESS POST.  TO REACH FROM THE BRIDGE OVER
 RB1477'ALDER CREEK, GO EAST ON STATE HIGHWAY 14 FOR 0.2 MILE TO A SIDE
 RB1477'ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON ALDER CREEK ROAD
 RB1477'FOR 0.15 MILE TO A CROSSROAD.  TURN RIGHT AND GO UPHILL ON A
 RB1477'ROAD FOR 0.25 MILE TO A POINT JUST BEFORE REACHING THE CREST OF
 RB1477'A RIDGE.  TURN LEFT AND GO NORTHERLY ON A TRACK ROAD FOR
 RB1477'0.1 MILE TO A TRACK ROAD.  TURN RIGHT AND GO NORTH ON A TRACK
 RB1477'ROAD THENCE EAST FOR 0.6 MILE TO THE TOP OF THE RIDGE AND TWO
 RB1477'LARGE POWERLINE POLES ON THE LEFT AND A SMALLER ONE ON THE
 RB1477'RIGHT.  TURN RIGHT AND PICK WAY ACROSS COUNTRY FOR 0.25 MILE
 RB1477'TO THE END OF THE RIDGE AND THE MARK.
 RB1477'
 RB1477'REFERENCE MARK 1 TO REFERENCE MARK 2 42 DISTANCE IS 72.11 FEET
 RB1477'OR 21.979 METERS.
 RB1477'
 RB1477'THE STATION IS ON PROPERTY OWNED BY MC BRIDE RANCHES AND
 RB1477'PERMISSION WAS OBTAINED FROM MR. CLARENCE MC BRIDE, WHO LIVES
 RB1477'7 MILES EAST OF BICKLETON, WASHINGTON.  PHONE NUMBER 896-5369.
 RB1477'
 RB1477'HEIGHT OF LIGHT ABOVE STATION MARK 34 FEET.
 RB1477'
 RB1477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RB1477'9 MILES WEST-SOUTHWEST OF THE WHITCOMB RAILROAD SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1479 ***********************************************************************
 RB1479  DESIGNATION -  ALDER RM A
 RB1479  PID         -  RB1479
 RB1479  STATE/COUNTY-  WA/KLICKITAT
 RB1479  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1479
 RB1479                         *CURRENT SURVEY CONTROL
 RB1479  ___________________________________________________________________
 RB1479* NAD 83(1991)-  45 50 58.86975(N)    119 56 26.48693(W)     ADJUSTED  
 RB1479* NAVD 88     -       397.5    (meters)    1304.     (feet)  VERTCON   
 RB1479  ___________________________________________________________________
 RB1479  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 RB1479  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 RB1479
 RB1479  HORZ ORDER  -  FIRST
 RB1479
 RB1479.The horizontal coordinates were established by classical geodetic methods
 RB1479.and adjusted by the National Geodetic Survey in December 1991..
 RB1479
 RB1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1479
 RB1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1479
 RB1479.The geoid height was determined by GEOID03.
 RB1479
 RB1479;                    North         East     Units Scale Factor Converg.
 RB1479;SPC WA S     -    57,547.026   543,442.583   MT  0.99999633   +0 24 22.6
 RB1479;SPC WA S     -   188,802.20  1,782,944.54   sFT  0.99999633   +0 24 22.6
 RB1479;SPC OR N     -   242,738.020 2,543,441.250   MT  0.99996526   +0 23 48.0
 RB1479;SPC OR N     -   796,384.58  8,344,623.52   iFT  0.99996526   +0 23 48.0
 RB1479;UTM  11      - 5,081,552.670   271,682.554   MT  1.00024091   -2 06 39.2
 RB1479;UTM  10      - 5,081,898.975   737,526.817   MT  1.00029366   +2 11 46.0
 RB1479
 RB1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1479!SPC WA S     -   0.99994109  x   0.99999633  =   0.99993742
 RB1479!SPC OR N     -   0.99994109  x   0.99996526  =   0.99990635
 RB1479!UTM  11      -   0.99994109  x   1.00024091  =   1.00018198
 RB1479!UTM  10      -   0.99994109  x   1.00029366  =   1.00023473
 RB1479
 RB1479:                Primary Azimuth Mark                     Grid Az
 RB1479:SPC WA S     -  DALE                                     118 03 07.9
 RB1479:SPC OR N     -  DALE                                     118 03 42.5
 RB1479:UTM  11      -  DALE                                     120 34 09.7
 RB1479:UTM  10      -  DALE                                     116 15 44.5
 RB1479
 RB1479|---------------------------------------------------------------------|
 RB1479| PID    Reference Object                     Distance      Geod. Az  |
 RB1479|                                                           dddmmss.s |
 RB1479| RB1476 DALE                                APPROX. 2.4 KM 1182730.5 |
 RB1479|---------------------------------------------------------------------|
 RB1479
 RB1479                          SUPERSEDED SURVEY CONTROL
 RB1479
 RB1479  NAD 83(1991)-  45 50 58.86976(N)    119 56 26.48695(W) AD(       ) 1
 RB1479  NAD 83(1986)-  45 50 58.87916(N)    119 56 26.47865(W) AD(       ) 1
 RB1479  NAD 27      -  45 50 59.40478(N)    119 56 22.35003(W) AD(       ) 1
 RB1479  NGVD 29 (07/19/86)  396.5    (m)         1301.     (f) VERT ANG       
 RB1479
 RB1479.Superseded values are not recommended for survey control.
 RB1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1479.See file dsdata.txt to determine how the superseded data were derived.
 RB1479
 RB1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL7168381553(NAD 83)
 RB1479_MARKER: DD = SURVEY DISK
 RB1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RB1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1479
 RB1479  HISTORY     - Date     Condition        Report By
 RB1479  HISTORY     - 1971     MONUMENTED       USGS
 RB1479
 RB1479                          STATION DESCRIPTION
 RB1479
 RB1479'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (LDF)
 RB1479'THE STATION IS LOCATED ON THE HIGHEST PART OF ALDER RIDGE,
 RB1479'APPROXIMATELY 15 MILES NORTHEAST OF ROOSEVELT, 12 MILES
 RB1479'WEST-NORTHWEST OF BOARDMAN, OREGON AND 1-1/2 MILES NORTH OF THE
 RB1479'COLUMBIA RIVER.  IT IS IN THE NE 1/4 SECTION 9, T 4 N, R 23 E.
 RB1479'FOR THE TO REACH SEE THE DESCRIPTION FOR TRIANGULATION STATION
 RB1479'ALDER (USGS) 1916.
 RB1479'
 RB1479'THE STATION IS A STANDARD DISK STAMPED ALDER USGS 1916 RM A
 RB1479'1971.  THE DISK IS WELDED TO THE TOP OF A 4-INCH IRON PIPE THAT IS
 RB1479'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT.  THE
 RB1479'PIPE PROJECTS 1 FOOT.  THERE IS NO UNDERGROUND MARK.  IT IS 93
 RB1479'FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND 24 FEET SOUTH OF
 RB1479'A EAST-WEST FENCE.
 RB1479'
 RB1479'THE STATION IS ON PROPERTY OWNED BY MC BRIDE RANCHES AND PERMISSION
 RB1479'WAS OBTAINED FROM CLARENCE MC BRIDE WHO LIVES 7 MILES EAST OF
 RB1479'BICKLETON, WASHINGTON, PHONE NUMBER 896-5369.
 RB1479'
 RB1479'HEIGHT OF LIGHT ABOVE STATION MARK 10.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0074 ***********************************************************************
 SY0074  DESIGNATION -  ALDERWOOD
 SY0074  PID         -  SY0074
 SY0074  STATE/COUNTY-  WA/SNOHOMISH
 SY0074  USGS QUAD   -  EDMONDS EAST (1981)
 SY0074
 SY0074                         *CURRENT SURVEY CONTROL
 SY0074  ___________________________________________________________________
 SY0074* NAD 83(1991)-  47 51 44.76607(N)    122 17 05.45551(W)     ADJUSTED  
 SY0074* NAVD 88     -       195.512  (meters)     641.44   (feet)  ADJUSTED  
 SY0074  ___________________________________________________________________
 SY0074  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 SY0074  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0074  DYNAMIC HT  -         195.543 (meters)     641.54  (feet)  COMP
 SY0074  MODELED GRAV-     980,765.3   (mgal)                       NAVD 88
 SY0074
 SY0074  HORZ ORDER  -  FIRST
 SY0074  VERT ORDER  -  FIRST     CLASS I
 SY0074
 SY0074.The horizontal coordinates were established by classical geodetic methods
 SY0074.and adjusted by the National Geodetic Survey in December 1991..
 SY0074
 SY0074.The orthometric height was determined by differential leveling
 SY0074.and adjusted by the National Geodetic Survey in June 1991..
 SY0074.WARNING-Repeat measurements at this control monument indicate possible
 SY0074.vertical movement.
 SY0074
 SY0074.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0074
 SY0074.The geoid height was determined by GEOID03.
 SY0074
 SY0074.The dynamic height is computed by dividing the NAVD 88
 SY0074.geopotential number by the normal gravity value computed on the
 SY0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0074.degrees latitude (g = 980.6199 gals.).
 SY0074
 SY0074.The modeled gravity was interpolated from observed gravity values.
 SY0074
 SY0074;                    North         East     Units Scale Factor Converg.
 SY0074;SPC WA N     -    96,911.234   391,404.130   MT  0.99995215   -1 04 50.5
 SY0074;SPC WA N     -   317,949.61  1,284,131.72   sFT  0.99995215   -1 04 50.5
 SY0074;UTM  10      - 5,301,258.175   553,488.600   MT  0.99963516   +0 31 49.2
 SY0074
 SY0074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0074!SPC WA N     -   0.99997301  x   0.99995215  =   0.99992516
 SY0074!UTM  10      -   0.99997301  x   0.99963516  =   0.99960818
 SY0074
 SY0074:                Primary Azimuth Mark                     Grid Az
 SY0074:SPC WA N     -  PAINE FIELD AIRWAY BEACON                002 15 51.7
 SY0074:UTM  10      -  PAINE FIELD AIRWAY BEACON                000 39 12.0
 SY0074
 SY0074|---------------------------------------------------------------------|
 SY0074| PID    Reference Object                     Distance      Geod. Az  |
 SY0074|                                                           dddmmss.s |
 SY0074| SY4870 PAINE FIELD AIRWAY BEACON           APPROX. 4.8 KM 0011101.2 |
 SY0074| SY4858 PAINE AFB CONTROL TOWER             APPROX. 4.2 KM 0063358.0 |
 SY0074| SY0077 ALDERWOOD RM 3                       20.794 METERS 01424     |
 SY0074| SY1569 ALDERWOOD RM 4                       20.556 METERS 01915     |
 SY0074| SY0034 BEVERLY                             APPROX. 8.2 KM 0245142.4 |
 SY0074| SY0078 ALDERWOOD AZ MK                                    1633020.0 |
 SY0074| SY4875 ALDERWOOD WATER TANK                288.034 METERS 16355     |
 SY0074| CF7107 ALDERWOOD AZ MK RESET                              1985839.7 |
 SY0074| SY4879 FIRLANDS SANITARIUM TANK            APPROX.11.4 KM 2060137.7 |
 SY0074| SY0076 ALDERWOOD RM 2                       23.548 METERS 26228     |
 SY0074| SY0075 ALDERWOOD RM 1                       23.838 METERS 32447     |
 SY0074| SY1570 ALDERWOOD RM 5                       24.035 METERS 32612     |
 SY0074|---------------------------------------------------------------------|
 SY0074
 SY0074                          SUPERSEDED SURVEY CONTROL
 SY0074
 SY0074  NAD 83(1986)-  47 51 44.76127(N)    122 17 05.45813(W) AD(       ) 1
 SY0074  NAD 27      -  47 51 45.41700(N)    122 17 00.98600(W) AD(       ) 1
 SY0074  NGVD 29 (??/??/??)  194.405  (m)          637.81   (f) ADJUSTED    1 1
 SY0074
 SY0074.Superseded values are not recommended for survey control.
 SY0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0074.See file dsdata.txt to determine how the superseded data were derived.
 SY0074
 SY0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5348901258(NAD 83)
 SY0074_MARKER: DS = TRIANGULATION STATION DISK
 SY0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0074_STAMPING: ALDERWOOD 1941
 SY0074_MARK LOGO: CGS   
 SY0074_PROJECTION: FLUSH
 SY0074_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0074+STABILITY: SURFACE MOTION
 SY0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0074+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1984
 SY0074
 SY0074  HISTORY     - Date     Condition        Report By
 SY0074  HISTORY     - 1941     MONUMENTED       CGS
 SY0074  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SY0074  HISTORY     - 1951     SEE DESCRIPTION  BPA
 SY0074  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY0074  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY0074  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY0074  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY0074  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY0074  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY0074  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY0074  HISTORY     - 1973     GOOD             NGS
 SY0074  HISTORY     - 1977     SEE DESCRIPTION  NGS
 SY0074  HISTORY     - 1981     GOOD             NGS
 SY0074  HISTORY     - 1984     GOOD             NGS
 SY0074  HISTORY     - 19840313 SEE DESCRIPTION  NGS
 SY0074  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0074  HISTORY     - 19910719 MARK NOT FOUND   USPSQD
 SY0074  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 SY0074
 SY0074                          STATION DESCRIPTION
 SY0074
 SY0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSC)
 SY0074'THE STATION IS 9 MILES, AIR LINE, SSW OF EVERETT, 0.85 MILE NNE
 SY0074'OF KEELERS KORNER, ON THE SUMMIT OF A PROMINENT RIDGE, ON THE
 SY0074'W SIDE OF U.S. HIGHWAY 99, 0.2 MILE NW OF THE ALDERWOOD DISTRICT
 SY0074'WATER TANK, JUST S OF THE DRIVEWAY LEADING INTO THE LOWE RANCH.
 SY0074'
 SY0074'SURFACE, UNDERGROUND, AND REFERENCE MARK NO.2 ARE STANDARD
 SY0074'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND
 SY0074'11A.
 SY0074'
 SY0074'THE STATION MARK IS 9.5 FEET N OF AND E-AND-W FENCE LINE, 56 FEET
 SY0074'SE OF THE SE CORNER OF A GARAGE, AND ABOUT 65 FEET S OF A
 SY0074'HOUSE.  IT IS STAMPED ALDERWOOD 1941.
 SY0074'
 SY0074'REFERENCE MARK NO.1 IS 13 FEET N OF THE NE CORNER OF THE GARAGE
 SY0074'AND IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A CONCRETE RAIL
 SY0074'BORDERING A FLOWER GARDEN.  IT IS STAMPED ALDERWOOD NO.1 1941.
 SY0074'
 SY0074'REFERENCE MARK NO.2 IS 1 FOOT N OF AND E-AND-W FENCE LINE.  IT IS
 SY0074'STAMPED ALDERWOOD NO.2 1941.
 SY0074'
 SY0074'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 SY0074'THE CONCRETE BASE OF THE SE LEG OF THE ALDERWOOD DISTRICT WATER
 SY0074'TANK.  IT IS STAMPED ALDERWOOD 1941.
 SY0074'
 SY0074'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 99 AND
 SY0074'HEWITT AVENUE IN EVERETT, GO SSW ON U.S. HIGHWAY 99 FOR 9.3 MILES
 SY0074'TO THE DRIVEWAY LEADING RIGHT, W, INTO THE LOWE RANCH.  TURN RIGHT
 SY0074'INTO THE RANCHYARD AND THE STATION.  A DRIVE STATION.
 SY0074'
 SY0074'A 77-FOOT TOWER WAS USED.
 SY0074
 SY0074                          STATION RECOVERY (1946)
 SY0074
 SY0074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (AMS)
 SY0074'RECOVERED IN GOOD CONDITION AS DESCRIBED.  BOTH REFERENCE MARKS
 SY0074'ARE IN GOOD CONDITION.  AZIMUTH MARK WAS FOUND, BUT A WOODEN WATER
 SY0074'TANK, 20 FEET TALL, HAS BEEN BUILT ON LINE SO THAT THE MARK IS NO
 SY0074'LONGER VISIBLE FROM THE STATION (ON THE GROUND).
 SY0074'
 SY0074'THERE ARE TWO DRIVEWAYS ABOUT 50 METERS APART LEADING WEST FROM
 SY0074'HIGHWAY NO. 99.  THE NORTH ONE OF THE TWO LEADS TO STATION.
 SY0074
 SY0074                          STATION RECOVERY (1951)
 SY0074
 SY0074'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1951 (WDL)
 SY0074'VISITED MONUMENT 4/5/51.  FOREST REPRODUCTION HAS CLOSED IT IN.
 SY0074
 SY0074                          STATION RECOVERY (1952)
 SY0074
 SY0074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY0074'ABOUT 9 MILES SSW FROM EVERETT, AT ALDERWOOD AND ABOUT 0.2 MILE
 SY0074'NORTHWEST FROM THE ALDERWOOD TANK, IN THE YARD OF A RESIDENCE
 SY0074'ABOUT 90 YARDS (PERPENDICULARILY) WEST FROM THE CENTER LINE OF
 SY0074'U.S. HWY 99, ALL MARKS RECOVERED AND IN GOOD CONDITION.  STATION
 SY0074'MARK IS 10 FEET NORTH OF E-W FENCE WHICH IS ALONG SIDE LINE OF
 SY0074'CEDAR AT SOUTH SIDE OF ROAD LEADING TO THE RESIDENCE, A TAN
 SY0074'PAINTED DWELLING.  REF. MARK NO. 2 SETS IN THE FENCE LINE WEST
 SY0074'OF STATION, AND NO. 1 IS IN THE CONCRETE BORDER ABOUT THE FLOWER
 SY0074'BED, 9 INCHES FROM THE EDGE OF SIDEWALK LEADING BETWEEN GARAGE
 SY0074'AND REAR DOOR OF RESIDENCE.
 SY0074'
 SY0074'FROM EVERETT, GO SOUTH ON U.S. HWY FOR ABOUT 9 MILES, 0.2 MILE
 SY0074'SOUTH OF 148 STREET SOUTH AND ABOUT 0.2 MILES NORTH OF BEING
 SY0074'OPPOSITE OF (WEST FROM) THE ALDERWOOD TANK, AN ELEVATED WATER TANK,
 SY0074'AND THE STATION IS NEAR THE TAN PAINTED DWELLING ABOUT 90 YARDS
 SY0074'WEST OF THE HIGHWAY.  THE AZIMUTH MARK IN THE FOUNDATION OF THE
 SY0074'SE LEG OF THE TANK IS NOT INTERVISIBLE WITH STATION BECAUSE OF
 SY0074'BUILDINGS INTERVENING.
 SY0074
 SY0074                          STATION RECOVERY (1954)
 SY0074
 SY0074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY0074'THE STATION WAS FOUND TO BE AS DESCRIBED IN THE ORIGINAL
 SY0074'DESCRIPTION.  STATION MARK AND REFERENCE MARKS WERE RECOVERED
 SY0074'IN GOOD CONDITION.  THE AZIMUTH MARK, AT THE BASE OF THE ALDERWOOD
 SY0074'DISTRICT WATER TANK, IS NO LONGER VISIBLE FROM THE GROUND.  A NEW
 SY0074'REFERENCE MARK 3 WAS SET.  REFERENCE MARK 3 IS A STANDARD DISK
 SY0074'CEMENTED IN A DRILL HOLE IN A CONCRETE CURBING AND STAMPED
 SY0074'ALDERWOOD NO. 3 1941, IS 30 FEET SOUTH OF THE SOUTH-EAST CORNER
 SY0074'OF A HOUSE AND 3 FEET EAST OF WALK LEADING TO FRONT OF HOUSE.
 SY0074'
 SY0074'TO REACH THE STATION FROM THE INTERSECTION OF HEWITT AVENUE AND
 SY0074'U.S. HIGHWAY 99 IN EVERETT, GO SOUTH ON HIGHWAY 99 FOR 5.45 MILES
 SY0074'TO THE JUNCTION WITH HIGHWAY 99 ALTERNATE ON THE LEFT.  CONTINUE
 SY0074'SOUTHERLY ON HIGHWAY 99 FOR 2.55 MILES TO THE JUNCTION WITH STATE
 SY0074'HIGHWAY 1-I.  CONTINUE ON HIGHWAY 99 FOR 0.7 MILE TO A DRIVEWAY
 SY0074'ON THE RIGHT AT A POINT ABOUT 100 FEET SOUTH OF BROWNS
 SY0074'HATCHERY.  TURN RIGHT AND FOLLOW THE DRIVEWAY TO A POINT ABOUT
 SY0074'20 YARDS BEFORE REACHING THE GARAGE AND THE STATION.
 SY0074
 SY0074                          STATION RECOVERY (1955)
 SY0074
 SY0074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY0074'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 SY0074'REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND TO BE IN GOOD
 SY0074'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND A NEW AZIMUTH
 SY0074'MARK WAS ESTABLISHED.
 SY0074'
 SY0074'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 SY0074'
 SY0074'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH-SOUTHWEST OF EVERETT,
 SY0074'2.5 MILES NORTH OF ALDERWOOD MANOR AND 2.5 MILES NORTH-NORTHEAST OF
 SY0074'LYNWOOD IN THE SOUTH EDGE OF A YARD, 92 FEET SOUTH OF THE SOUTHEAST
 SY0074'CORNER OF A HOUSE, 10 FEET NORTH OF AN EAST-WEST FENCE LINE AND 10
 SY0074'FEET SOUTH OF THE CENTER OF A DRIVEWAY.  IT IS STAMPED ALDERWOOD
 SY0074'1941 AND PROJECTS 2 INCHES.  NOTES 1A AND 7A.
 SY0074'
 SY0074'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 SY0074'A CONCRETE CURB 31 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 SY0074'HOUSE AND 14 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 SY0074'GARAGE.  IT IS STAMPED ALDERWOOD NO 1 1941.
 SY0074'
 SY0074'REFERENCE MARK NO. 2 IS NEAR THE SOUTHWEST CORNER OF THE YARD, 14
 SY0074'FEET EAST OF A FENCE CORNER, 10 FEET SOUTH OF THE CENTER OF A
 SY0074'DRIVEWAY AND 1 FOOT NORTH OF A T FENCE CORNER AND EAST-WEST FENCE
 SY0074'LINE.  IT IS STAMPED ALDERWOOD NO 2 1941 AND PROJECTS 3
 SY0074'INCHES.  NOTE 11A.  (DUE TO A THICK GROWTH OF TREES AND SHRUBBERY
 SY0074'IT WAS IMPOSSIBLE TO MEASURE TO R.M. NO. 2.)
 SY0074'
 SY0074'REFERENCE MARK NO. 3 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 SY0074'IN A CONCRETE CURB 26 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 SY0074'OF THE HOUSE AND JUST EAST OF THE SIDEWALK LEADING TO THE FRONT OF
 SY0074'THE HOUSE.  IT IS STAMPED ALDERWOOD NO 3 1941.
 SY0074'
 SY0074'THE AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF THE PARKING LOT OF
 SY0074'THE HI SPOT CAFE, 45 FEET EAST OF THE CENTER OF U.S. HIGHWAY 99, 10
 SY0074'FEET NORTH OF THE CENTER OF A DRIVEWAY AND 2 FEET NORTH OF A
 SY0074'TELEPHONE POLE.  IT IS STAMPED ALDERWOOD 1941 RESET 1955 AND IS
 SY0074'FLUSH WITH THE GROUND SURFACE.  NOTE 16A.
 SY0074'
 SY0074'TO REACH THE STATION FROM THE TRAFFIC LIGHT JUST WEST OF THE POST
 SY0074'OFFICE IN LYNWOOD, GO NORTH ON U.S. HIGHWAY 99 FOR 2.9 MILES TO
 SY0074'THE AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE NORTHERLY FOR
 SY0074'0.25 MILE TO A DRIVEWAY ON LEFT JUST SOUTH OF BROWNS HATCHERY AND
 SY0074'FEED STORE, TURN LEFT INTO DRIVEWAY AND GO WEST FOR 0.05 MILE TO
 SY0074'THE STATION IN THE SOUTH EDGE OF YARD AS DESCRIBED.
 SY0074
 SY0074                          STATION RECOVERY (1962)
 SY0074
 SY0074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY0074'THE OWNER OF THE LAND AT THE STATION SITE WAS CONTACTED, MR. BROWN,
 SY0074'AT BROWNS FEED AND SEED STORE IN THE IMMEDIATE VICINITY OF THE
 SY0074'STATION.  PERMISSION TO USE THE STATION MAY BE A BIT DIFFICULT TO
 SY0074'OBTAIN FROM MR. BROWN, SINCE HE SAYS WHEN THE STATION IS BEING
 SY0074'USED, VEHICLES BLOCK A DRIVEWAY HE HAS TO USE FREQUENTLY AND THERE
 SY0074'ARE MEN AROUND ALL HOURS OF THE NIGHT ETC.  IF IT IS NECESSARY
 SY0074'TO USE THE STATION, I WOULD SUGGEST ESTABLISHING A MARKED
 SY0074'ECCENTRIC STATION TO CONSTRUCT THE TOWER OVER.  BE SURE TO
 SY0074'OBTAIN MR. BROWNS PERMISSION BEFORE GOING ON HIS LAND AND EXPLAIN
 SY0074'IN DETAIL WHAT YOU INTEND TO DO.
 SY0074
 SY0074                          STATION RECOVERY (1966)
 SY0074
 SY0074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SY0074'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SY0074'R.A.G. IN 1954.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT STATE
 SY0074'HIGHWAY 1-I IS NOW STATE HIGHWAY 525.  ALSO A LARGE FIR TREE HAS
 SY0074'GROWN OVER THE STATION AND IS COMPLETELY BLOCKING LINES OF SIGHT
 SY0074'IN ALL DIRECTIONS.  THE OWNER STATED THAT HE DOES NOT WISH THE
 SY0074'TREE DISTURBED OR DAMAGED IN ANY WAY WHATSOEVER.
 SY0074
 SY0074                          STATION RECOVERY (1968)
 SY0074
 SY0074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY0074'THE STATION MARK, REFERENCE MARKS NO. 1,2,3 AND THE AZIMUTH MARK
 SY0074'WERE RECOVERED.  THE PROPERTY HAS CHANGED HANDS SINCE THE 1962
 SY0074'RECOVERY NOTE WAS WRITTEN.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 SY0074'
 SY0074'THE STATION IS ON THE WESTERN SIDE OF U.S. HIGHWAY 99, BETWEEN 35TH
 SY0074'AND 40TH AVENUE W., AND 6 FEET NORTH OF THE PROPERTY LINE BETWEEN
 SY0074'HOUSES 14922 AND 15006 HIGHWAY 99.  THESE HOUSES ARE ABOUT 75 YARDS
 SY0074'WEST OF THE HIGHWAY AND BETWEEN THE HI POINT FEED AND GARDEN
 SY0074'CENTER AND EVERGREEN TRUCK BODIES.  PROPERTY IS OWNED BY JOE BAUS
 SY0074'AND JESSE JOHNSON, WHO ALSO OWN THE HI POINT FEED AND GARDEN
 SY0074'CENTER.
 SY0074'
 SY0074'THE STATION MARK, STAMPED ALDERWOOD 1941, IS A STANDARD DISK SET IN
 SY0074'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS ABOUT 77
 SY0074'YARDS WEST OF THE WESTERN EDGE OF HIGHWAY 99, 55.5 FEET
 SY0074'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF, AND 4.5 FEET WEST OF
 SY0074'THE PROJECTED WEST SIDE OF HOUSE NO. 15006, 16 FEET SOUTH OF A
 SY0074'DRIVEWAY AND 4 FEET WEST OF A 12-INCH FIR TREE.
 SY0074'
 SY0074'REFERENCE MARK NO. 1, STAMPED ALDERWOOD NO 1 1941, IS A STANDARD
 SY0074'DISK SET IN THE CONCRETE CURB 31 FEET SOUTHWEST OF THE SOUTHWEST
 SY0074'CORNER OF HOUSE NO. 14922 AND 14 FEET NORTH-NORTHEAST OF THE
 SY0074'NORTHEAST CORNER OF THE GARAGE.
 SY0074'
 SY0074'REFERENCE MARK NO. 2, STAMPED ALDERWOOD NO 2 1941, IS A STANDARD
 SY0074'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 SY0074'92 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF HOUSE 15006, 12
 SY0074'FEET SOUTH OF THE CENTER OF THE DRIVEWAY AND NEAR THE PROPERTY
 SY0074'LINE.
 SY0074'
 SY0074'REFERENCE MARK NO. 3, STAMPED ALDERWOOD NO 3 1941, IS A STANDARD
 SY0074'DISK SET IN A CONCRETE CURB, 2.4 FEET EAST OF THE EAST EDGE OF THE
 SY0074'SIDEWALK LEADING TO THE FRONT DOOR ON THE EAST SIDE OF HOUSE
 SY0074'NO. 14922 AND 26 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 SY0074'THE HOUSE.
 SY0074'
 SY0074'THE AZIMUTH MARK, STAMPED ALDERWOOD 1941 RESET 1955, IS A STANDARD
 SY0074'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 45
 SY0074'FEET EAST OF THE CENTER OF U.S. HIGHWAY 99, 8 FEET SOUTH OF THE
 SY0074'CENTER OF A DRIVEWAY, 2 FEET NORTH OF A TELEPHONE POLE AND AT THE
 SY0074'NORTHWEST CORNER OF LOT NO. 15415 HIGHWAY 99.
 SY0074'
 SY0074'DISTANCES PREVIOUSLY GIVEN FROM STATION MARK ARE--RM 1 78.23 FEET,
 SY0074'NW--RM 2 77.2 FEET W. RM 3 68.11 FEET NORTH-NORTHEAST--AZIMUTH MARK
 SY0074'0.25 MILE SOUTH-SOUTHWEST.
 SY0074
 SY0074                          STATION RECOVERY (1973)
 SY0074
 SY0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWT)
 SY0074'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SY0074'CONDITION AND ALL LEVELED OVER IN 1973.
 SY0074'
 SY0074'TO REACH FROM THE JUNCTION OF EVERGREEN WAY AND 44TH STREET AT
 SY0074'EVERETT, GO 4.2 MILES SOUTH ALONG EVERGREEN WAY, THENCE 3.45 MILES
 SY0074'SOUTHWEST ALONG STATE HIGHWAY 99.
 SY0074'
 SY0074'THE STATION IS A C AND GS TRIANGULATION STATION DISK.  STAMPED
 SY0074'ALDERWOOD 1941.  0.2 MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY
 SY0074'99 AND 148TH STREET, 290-1/2 FEET NORTHWEST OF THE CENTER LINE OF
 SY0074'THE NORTHWEST LANES OF THE HIGHWAY, 222 FEET NORTHWEST OF BENCH
 SY0074'MARK 103 D (WSH) RESET 1972, 89.6 FEET SOUTH OF THE SOUTHEAST
 SY0074'CORNER OF A HOUSE, 21 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY.
 SY0074'IN THE TOP OF A CONCRETE POST.
 SY0074'
 SY0074'R.M. 1 IS A C AND GS REFERENCE MARK DISK.  STAMPED ALDERWOOD NO 1
 SY0074'1941.  55 FEET NORTH-NORTHWEST AND ACROSS A DRIVEWAY FROM THE
 SY0074'STATION.
 SY0074'
 SY0074'R.M. 3 IS A C AND GS REFERENCE MARK DISK.  STAMPED ALDERWOOD NO 3
 SY0074'1941.  68.3 FEET NORTH-NORTHEAST AND ACROSS THE DRIVEWAY FROM THE
 SY0074'STATION.
 SY0074'
 SY0074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY0074'ABOUT 7-1/2 MILES SOUTH OF EVERETT, WASHINGTON.
 SY0074
 SY0074                          STATION RECOVERY (1973)
 SY0074
 SY0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0074'7.65 MI S FROM EVERETT.
 SY0074'4.2 MILES SOUTH ALONG EVERGREEN WAY FROM THE JUNCTION OF 44TH STREET
 SY0074'AT EVERETT, THENCE 3.45 MILES SOUTHWEST ALONG STATE HIGHWAY 99, 0.2
 SY0074'MILE SOUTHWEST OF THE JUNCTION OF 148TH STREET SOUTHWEST, 290 1/2 FEET
 SY0074'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANES OF THE HIGHWAY,
 SY0074'222 FEET NORTHWEST OF BENCH MARK 103D (WSH) RESET 1972, 89.6 FEET
 SY0074'SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 57.1 FEET SOUTHEAST OF THE
 SY0074'SOUTHEAST CORNER OF A GARAGE, 21 FEET SOUTH OF THE CENTER LINE OF A
 SY0074'DRIVEWAY, 10 FEET NORTH OF THE NORTH FACE OF A SMALL WOODEN BUILDING,
 SY0074'3 1/2 FEET WEST OF A TREE, ABOUT LEVEL WITH THE DRIVEWAY, SET IN THE
 SY0074'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. 1/4, SEC
 SY0074'3, T27N, R4E.
 SY0074
 SY0074                          STATION RECOVERY (1977)
 SY0074
 SY0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SY0074'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 SY0074'IN GOOD CONDITION.  THE CONCRETE CURB WHICH HELD REFERENCE MARK
 SY0074'NO. 3 HAD BEEN BROKEN AND THE DISK WAS LOOSE IN THE DRILL
 SY0074'HOLE.  MEASUREMENTS INDICATED THE DISK HAD MOVED THREE OR FOUR
 SY0074'CENTIMETERS.  REFERENCE MARK NO. 2 IS NOT VISIBLE FROM THE
 SY0074'STATION, DUE TO TREES AND A HEDGE.  THE AZIMUTH MARK WAS NOT FOUND
 SY0074'AND THIS AREA IS NO LONGER VISIBLE FROM THE STATION DUE TO
 SY0074'BUILDINGS AND TREES.  REFERENCE MARKS 4 AND 5 WERE ESTABLISHED
 SY0074'
 SY0074'THE STATION IS ON THE WEST SIDE OF U.S. HIGHWAY 99, BETWEEN 35TH
 SY0074'AND 40TH AVENUE WEST AND 6 FEET NORTH OF THE PROPERTY LINE BETWEEN
 SY0074'HOUSES 14922 AND 15006 HIGHWAY 99.  THESE HOUSES ARE ABOUT 75 YARDS
 SY0074'WEST OF THE HIGHWAY AND HOUSE NO. 14922 IS BEHIND THE HI POINT
 SY0074'NURSERY AND GARDEN CENTER, 14920 HIGHWAY 99.  STATION IS ON
 SY0074'PROPERTY OWNED BY MR. JESSE JOHNSON WHO PLANS TO DO SOME
 SY0074'LANDSCAPING WHICH WILL DESTROY R.M. NO. 1.
 SY0074'
 SY0074'THE STATION MARK, STAMPED ALDERWOOD 1941, IS A STANDARD DISK SET
 SY0074'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 77 YARDS
 SY0074'WEST OF THE WEST EDGE OF U.S. HIGHWAY 99 AND 16 FEET SOUTH OF THE
 SY0074'CENTER OF THE DRIVEWAY WHICH RUNS ALONG THE SOUTH SIDE OF THE
 SY0074'GARDEN STORE PROPERTY AND TO MR. JOHNSONS HOUSE, 55.5 FEET
 SY0074'NORTH-NORTHWEST OF THE NORTHWEST CORNER AND 4.5 FEET WEST OF THE
 SY0074'PROJECTED WEST SIDE OF HOUSE NO. 15006 AND 4 FEET WEST OF AN
 SY0074'18-INCH FIR TREE.
 SY0074'
 SY0074'REFERENCE MARK NO. 4, STAMPED ALDERWOOD 1941 NO 4 1977, IS A
 SY0074'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES
 SY0074'AND AT THE EAST EDGE OF THE BLACKTOP MR. JOHNSON PLANS TO LAY IN
 SY0074'FRONT OF HIS HOUSE.
 SY0074'
 SY0074'REFERENCE MARK NO. 5, STAMPED ALDERWOOD 1941 NO 5 1977, IS A
 SY0074'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2
 SY0074'INCHES.  IT IS IN THE SOUTHWEST CORNER OF A FLOWER GARDEN, 28.7
 SY0074'FEET NORTHEAST OF THE NORTHWEST CORNER OF MR. JOHNSONS GARAGE, 15.0
 SY0074'FEET NORTH OF THE NORTH SIDE OF THE GARAGE AND 10.7 FEET WEST OF A
 SY0074'14-INCH DIAMETER TREE.
 SY0074'
 SY0074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY0074'BETWEEN SEATTLE AND EVERETT.
 SY0074
 SY0074                          STATION RECOVERY (1981)
 SY0074
 SY0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SY0074'9.1 MILES SOUTH ALONG EVERGREEN WAY FROM THE SOUTH JUNCTION HIGH
 SY0074'SCHOOL IN EVERETT THENCE 3.45 MILES SOUTHWEST ALONG HIGHWAY 99 TO A
 SY0074'DRIVEWAY AT THE SOUTH SIDE OF THE HIGH POINT FEED AND GARDEN CENTER,
 SY0074'THENCE WEST ON THE DRIVEWAY FOR 67.67 METERS TO THE MARK, 27.13
 SY0074'METERS SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 4.88 METERS SOUTH
 SY0074'OF THE CENTER OF THE DRIVEWAY.
 SY0074
 SY0074                          STATION RECOVERY (1984)
 SY0074
 SY0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SY0074'RECOVERED IN GOOD CONDITION.
 SY0074
 SY0074                          STATION RECOVERY (1984)
 SY0074
 SY0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 SY0074'RECOVERED AS DESCRIBED. THE SURFACE MARK WILL BE DESTROYED BY
 SY0074'CONSTRUCTION OF A SHOPING AREA.  THE UNDERGROUND MARK MAY SURVIVE,
 SY0074'HOWEVER A NEW STATION WAS ESTABLISHED IN THE VICINITY.  SEE THE
 SY0074'DESCRIPTION THEREOF.
 SY0074
 SY0074                          STATION RECOVERY (1988)
 SY0074
 SY0074'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEH)
 SY0074'MARK NOT FOUND.
 SY0074
 SY0074                          STATION RECOVERY (1991)
 SY0074
 SY0074'RECOVERY NOTE BY US POWER SQUADRON 1991 (TAT)
 SY0074'MARK NOT FOUND.
 SY0074
 SY0074                          STATION RECOVERY (2005)
 SY0074
 SY0074'RECOVERY NOTE BY US POWER SQUADRON 2005 (SWW)
 SY0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1568 ***********************************************************************
 SY1568  DESIGNATION -  ALDERWOOD 2
 SY1568  PID         -  SY1568
 SY1568  STATE/COUNTY-  WA/SNOHOMISH
 SY1568  USGS QUAD   -  EDMONDS EAST (1981)
 SY1568
 SY1568                         *CURRENT SURVEY CONTROL
 SY1568  ___________________________________________________________________
 SY1568* NAD 83(1986)-  47 51 39.     (N)    122 17 05.     (W)     SCALED    
 SY1568* NAVD 88     -       194.83   (meters)     639.2    (feet)  RESET     
 SY1568  ___________________________________________________________________
 SY1568  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY1568
 SY1568  VERT ORDER  -  THIRD
 SY1568
 SY1568.The horizontal coordinates were scaled from a topographic map and have
 SY1568.an estimated accuracy of +/- 6 seconds.
 SY1568
 SY1568.The orthometric height was computed from unverified reset data.
 SY1568.No vertical observational check was made to the station.
 SY1568
 SY1568.The geoid height was determined by GEOID03.
 SY1568
 SY1568;                    North         East    Units  Estimated Accuracy
 SY1568;SPC WA N     -    96,730.      391,410.      MT  (+/- 180 meters Scaled)
 SY1568
 SY1568                          SUPERSEDED SURVEY CONTROL
 SY1568
 SY1568  NGVD 29 (??/??/??)  193.73   (m)          635.6    (f) RESET       3  
 SY1568
 SY1568.Superseded values are not recommended for survey control.
 SY1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1568.See file dsdata.txt to determine how the superseded data were derived.
 SY1568
 SY1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU535010(NAD 83)
 SY1568_MARKER: DH = HORIZONTAL CONTROL DISK
 SY1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1568_STAMPING: ALDERWOOD 2 1984
 SY1568_MARK LOGO: NGS   
 SY1568_PROJECTION: FLUSH
 SY1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1568+STABILITY: SURFACE MOTION
 SY1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1568+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 SY1568
 SY1568  HISTORY     - Date     Condition        Report By
 SY1568  HISTORY     - 1984     MONUMENTED       NGS
 SY1568  HISTORY     - 19840313 GOOD             NGS
 SY1568  HISTORY     - 1987     GOOD             USPSQD
 SY1568  HISTORY     - 1990     GOOD             USPSQD
 SY1568  HISTORY     - 20021116 GOOD             USPSQD
 SY1568  HISTORY     - 20050514 GOOD             GEOCAC
 SY1568
 SY1568                          STATION DESCRIPTION
 SY1568
 SY1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 SY1568'12.3 KM (7.65 MI) SOUTH FROM EVERETT.
 SY1568'12.3 KM (7.65 MI) SOUTH ALONG HIGHWAY 99 FROM THE INTERSECTION OF
 SY1568'44TH STREET IN EVERETT TO THE INTERSECTION OF 148TH STREET AND
 SY1568'THE MARK, AT THE SOUTHWEST CORNER OF THE SAFEWAY STORE, 5.8 M
 SY1568'(19 FT) WEST OF THE SOUTHWEST CORNER OF THE BUILDING, 5.2 M (17 FT)
 SY1568'NORTH OF THE PROPERTY LINE, AND 0.3 M (1 FT) EAST OF THE PROPERTY
 SY1568'LINE.
 SY1568
 SY1568                          STATION RECOVERY (1984)
 SY1568
 SY1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 SY1568'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) SOUTH OF EVERETT. 0.32
 SY1568'KM (0.20 MI) NORTHWEST OF THE ALDERWOOD DISTRICT WATER TANK AND AT THE
 SY1568'SOUTHWEST CORNER OF THE SAFEWAY STORE IN THE SOUTHWEST ANGLE OF STATE
 SY1568'ROUTE 99 AND 148TH STREET. TO REACH FROM THE INTERSECTION OF 44TH
 SY1568'STREET AND STATE ROUTE 99 IN SOUTH EVERETT, GO SOUTH ON STATE ROUTE 99
 SY1568'FOR 12.4 KM (7.70 MI) TO THE INTERSECTION OF 148TH STREET AND THE
 SY1568'STATION AT THE SOUTHWEST CORNER OF THE SAFEWAY STORE. THE MARK IS SET
 SY1568'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT) IN
 SY1568'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE. IT IS 10.560 M (34.646
 SY1568'FT) SOUTH OF REFERENCE MARK 6, 21.946 M (72.001 FT) WEST OF REFERENCE
 SY1568'MARK 7, 5.8 M (19.0 FT) WEST OF THE SOUTHWEST CORNER OF THE SAFEWAY
 SY1568'STORE, 5.2 M (17.1 FT) NORTH OF THE PROPERTY LINE AND 0.3 M (1.0 FT)
 SY1568'EAST OF THE PROPERTY LINE.
 SY1568
 SY1568                          STATION RECOVERY (1987)
 SY1568
 SY1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 SY1568'RECOVERED IN GOOD CONDITION.
 SY1568
 SY1568                          STATION RECOVERY (1990)
 SY1568
 SY1568'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 SY1568'RECOVERED IN GOOD CONDITION.
 SY1568
 SY1568                          STATION RECOVERY (2002)
 SY1568
 SY1568'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY1568'RECOVERED IN GOOD CONDITION.
 SY1568
 SY1568                          STATION RECOVERY (2005)
 SY1568
 SY1568'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1572 ***********************************************************************
 SY1572  DESIGNATION -  ALDERWOOD 2 NO 7
 SY1572  PID         -  SY1572
 SY1572  STATE/COUNTY-  WA/SNOHOMISH
 SY1572  USGS QUAD   -  EDMONDS EAST (1981)
 SY1572
 SY1572                         *CURRENT SURVEY CONTROL
 SY1572  ___________________________________________________________________
 SY1572* NAD 83(1986)-  47 51 39.     (N)    122 17 05.     (W)     SCALED    
 SY1572* NAVD 88     -       193.09   (meters)     633.5    (feet)  RESET     
 SY1572  ___________________________________________________________________
 SY1572  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY1572
 SY1572  VERT ORDER  -  THIRD
 SY1572
 SY1572.The horizontal coordinates were scaled from a topographic map and have
 SY1572.an estimated accuracy of +/- 6 seconds.
 SY1572
 SY1572.The orthometric height was computed from unverified reset data.
 SY1572.No vertical observational check was made to the station.
 SY1572
 SY1572.The geoid height was determined by GEOID03.
 SY1572
 SY1572;                    North         East    Units  Estimated Accuracy
 SY1572;SPC WA N     -    96,730.      391,410.      MT  (+/- 180 meters Scaled)
 SY1572
 SY1572                          SUPERSEDED SURVEY CONTROL
 SY1572
 SY1572  NGVD 29 (??/??/??)  192.89   (m)          632.8    (f) RESET       3  
 SY1572
 SY1572.Superseded values are not recommended for survey control.
 SY1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1572.See file dsdata.txt to determine how the superseded data were derived.
 SY1572
 SY1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU535010(NAD 83)
 SY1572_MARKER: DR = REFERENCE MARK DISK
 SY1572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1572_SP_SET: LANDING
 SY1572_STAMPING: ALDERWOOD 2 NO 7 1984
 SY1572_MARK LOGO: NGS   
 SY1572_PROJECTION: FLUSH
 SY1572_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1572+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 SY1572
 SY1572  HISTORY     - Date     Condition        Report By
 SY1572  HISTORY     - 1984     MONUMENTED       NGS
 SY1572  HISTORY     - 19840313 GOOD             NGS
 SY1572  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY1572  HISTORY     - 19910719 GOOD             USPSQD
 SY1572  HISTORY     - 20021116 GOOD             USPSQD
 SY1572  HISTORY     - 20050514 GOOD             GEOCAC
 SY1572
 SY1572                          STATION DESCRIPTION
 SY1572
 SY1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 SY1572'12.3 KM (7.65 MI) SOUTH FROM EVERETT.
 SY1572'12.3 KM (7.65 MI) SOUTH ALONG HIGHWAY 99 FROM INTERSECTION OF 148TH
 SY1572'STREET IN THE SOUTHWEST CORNER OF THE 3X5 FT CONCRETE SLAB AT THE
 SY1572'EXIT DOORS ALONG THE SOUTH SIDE OF THE STORE, 5.2 M (17.0 FT) NORTH
 SY1572'OF THE PROPERTY LINE, 1.2 M SOUTH OF THE EXIT DOOR, 0.2 M (0.5 FT)
 SY1572'EAST OF THE WEST EDGE OF THE SLAB.
 SY1572
 SY1572                          STATION RECOVERY (1984)
 SY1572
 SY1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 SY1572'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) SOUTH OF EVERETT. 0.32
 SY1572'KM (0.20 MI) NORTHWEST OF THE ALDERWOOD DISTRICT WATER TANK AND AT THE
 SY1572'SOUTHWEST CORNER OF THE SAFEWAY STORE IN THE SOUTHWEST ANGLE OF STATE
 SY1572'ROUTE 99 AND 148TH STREET. TO REACH FROM THE INTERSECTION OF 44TH
 SY1572'STREET AND STATE ROUTE 99 IN SOUTH EVERETT, GO SOUTH ON STATE ROUTE 99
 SY1572'FOR 12.4 KM (7.70 MI) TO THE INTERSECTION OF 148TH STREET AND THE
 SY1572'STATION AT THE SOUTHWEST CORNER OF THE SAFEWAY STORE. THE MARK IS SET
 SY1572'IN A DRILL HOLE IN A 3X5 FT CONCRETE SLAB AT THE EXIT DOORS ON THE
 SY1572'SOUTH SIDE OF THE BUILDING.  IT IS 21.946 M (72.001 FT) EAST OF
 SY1572'STATION ALDERWOOD 2, 5.2 M (17.1 FT) NORTH OF THE PROPERTY LINE, 1.2 M
 SY1572'(3.9 FT) SOUTH OF THE SAFEWAY STORE EXIT DOOR, 0.2 M (0.7 FT) WEST OF
 SY1572'THE EDGE OF THE CONCRETE SLAB AND 0.83 M (2.72 FT) LOWER THAT THE
 SY1572'STATION.
 SY1572
 SY1572                          STATION RECOVERY (1987)
 SY1572
 SY1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (BT)
 SY1572'MARK NOT FOUND.
 SY1572
 SY1572                          STATION RECOVERY (1991)
 SY1572
 SY1572'RECOVERY NOTE BY US POWER SQUADRON 1991 (TAT)
 SY1572'RECOVERED IN GOOD CONDITION.
 SY1572
 SY1572                          STATION RECOVERY (2002)
 SY1572
 SY1572'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY1572'RECOVERED IN GOOD CONDITION.
 SY1572
 SY1572                          STATION RECOVERY (2005)
 SY1572
 SY1572'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1571 ***********************************************************************
 SY1571  DESIGNATION -  ALDERWOOD 2 RM 6
 SY1571  PID         -  SY1571
 SY1571  STATE/COUNTY-  WA/SNOHOMISH
 SY1571  USGS QUAD   -  EDMONDS EAST (1981)
 SY1571
 SY1571                         *CURRENT SURVEY CONTROL
 SY1571  ___________________________________________________________________
 SY1571* NAD 83(1986)-  47 51 39.     (N)    122 17 05.     (W)     SCALED    
 SY1571* NAVD 88     -       194.94   (meters)     639.6    (feet)  RESET     
 SY1571  ___________________________________________________________________
 SY1571  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY1571
 SY1571  VERT ORDER  -  THIRD
 SY1571
 SY1571.The horizontal coordinates were scaled from a topographic map and have
 SY1571.an estimated accuracy of +/- 6 seconds.
 SY1571
 SY1571.The orthometric height was computed from unverified reset data.
 SY1571.No vertical observational check was made to the station.
 SY1571
 SY1571.The geoid height was determined by GEOID03.
 SY1571
 SY1571;                    North         East    Units  Estimated Accuracy
 SY1571;SPC WA N     -    96,730.      391,410.      MT  (+/- 180 meters Scaled)
 SY1571
 SY1571                          SUPERSEDED SURVEY CONTROL
 SY1571
 SY1571  NGVD 29 (??/??/??)  193.83   (m)          635.9    (f) RESET       3  
 SY1571
 SY1571.Superseded values are not recommended for survey control.
 SY1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1571.See file dsdata.txt to determine how the superseded data were derived.
 SY1571
 SY1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU535010(NAD 83)
 SY1571_MARKER: DR = REFERENCE MARK DISK
 SY1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1571_STAMPING: ALDERWOOD 2 NO 6 1984
 SY1571_MARK LOGO: NGS   
 SY1571_PROJECTION: FLUSH
 SY1571_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1571+STABILITY: SURFACE MOTION
 SY1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1571+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 SY1571
 SY1571  HISTORY     - Date     Condition        Report By
 SY1571  HISTORY     - 1984     MONUMENTED       NGS
 SY1571  HISTORY     - 19840313 GOOD             NGS
 SY1571  HISTORY     - 1987     GOOD             USPSQD
 SY1571  HISTORY     - 19910719 GOOD             USPSQD
 SY1571  HISTORY     - 20021116 GOOD             USPSQD
 SY1571  HISTORY     - 20050514 GOOD             GEOCAC
 SY1571
 SY1571                          STATION DESCRIPTION
 SY1571
 SY1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 SY1571'12.3 KM (7.65 MI) SOUTH FROM EVERETT.
 SY1571'12.3 KM (7.65 MI) SOUTH ALONG HIGHWAY 99 FROM THE INTERSECTION OF
 SY1571'44TH STREET IN EVERETT TO THE INTERSECTION OF 148TH STREET AND THE
 SY1571'MARK NEAR THE SOUTHWEST CORNER OF THE SAFEWAY STORE, 5.8 M (19 FT)
 SY1571'WEST OF THE WEST WALL OF THE BUILDING, 0.6 M (2.0 FT) EAST OF A
 SY1571'BOARD FENCE, AND 0.3 M (1.0 FT) EAST OF THE PROPERTY LINE.
 SY1571
 SY1571                          STATION RECOVERY (1984)
 SY1571
 SY1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 SY1571'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) SOUTH OF EVERETT. 0.32
 SY1571'KM (0.20 MI) NORTHWEST OF THE ALDERWOOD DISTRICT WATER TANK AND AT THE
 SY1571'SOUTHWEST CORNER OF THE SAFEWAY STORE IN THE SOUTHWEST ANGLE OF STATE
 SY1571'ROUTE 99 AND 148TH STREET. TO REACH FROM THE INTERSECTION OF 44TH
 SY1571'STREET AND STATE ROUTE 99 IN SOUTH EVERETT, GO SOUTH ON STATE ROUTE 99
 SY1571'FOR 12.4 KM (7.70 MI) TO THE INTERSECTION OF 148TH STREET AND THE
 SY1571'STATION AT THE SOUTHWEST CORNER OF THE SAFEWAY STORE. THE MARK IS SET
 SY1571'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT) IN
 SY1571'DIAMETER AND PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE. IT IS
 SY1571'10.560 M (34.646 FT) NORTH OF STATION ALDERWOOD 2, 5.8 M (19.0 FT)
 SY1571'WEST OF THE SAFEWAY STORE WALL, 0.6 M (2.0 FT) EAST OF A BOARD FENCE
 SY1571'AND 0.3 M (1.0 FT) EAST OF THE PROPERTY LINE.
 SY1571
 SY1571                          STATION RECOVERY (1987)
 SY1571
 SY1571'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 SY1571'RECOVERED IN GOOD CONDITION.
 SY1571
 SY1571                          STATION RECOVERY (1991)
 SY1571
 SY1571'RECOVERY NOTE BY US POWER SQUADRON 1991 (TAT)
 SY1571'RECOVERED IN GOOD CONDITION.
 SY1571
 SY1571                          STATION RECOVERY (2002)
 SY1571
 SY1571'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY1571'RECOVERED IN GOOD CONDITION.
 SY1571
 SY1571                          STATION RECOVERY (2005)
 SY1571
 SY1571'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0075 ***********************************************************************
 SY0075  DESIGNATION -  ALDERWOOD RM 1
 SY0075  PID         -  SY0075
 SY0075  STATE/COUNTY-  WA/SNOHOMISH
 SY0075  USGS QUAD   -  EDMONDS EAST (1981)
 SY0075
 SY0075                         *CURRENT SURVEY CONTROL
 SY0075  ___________________________________________________________________
 SY0075* NAD 83(1986)-  47 51 44.     (N)    122 17 04.     (W)     SCALED    
 SY0075* NAVD 88     -       195.557  (meters)     641.59   (feet)  ADJUSTED  
 SY0075  ___________________________________________________________________
 SY0075  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0075  DYNAMIC HT  -         195.588 (meters)     641.69  (feet)  COMP
 SY0075  MODELED GRAV-     980,765.3   (mgal)                       NAVD 88
 SY0075
 SY0075  VERT ORDER  -  FIRST     CLASS I
 SY0075
 SY0075.The horizontal coordinates were scaled from a topographic map and have
 SY0075.an estimated accuracy of +/- 6 seconds.
 SY0075
 SY0075.The orthometric height was determined by differential leveling
 SY0075.and adjusted by the National Geodetic Survey in June 1991..
 SY0075.WARNING-Repeat measurements at this control monument indicate possible
 SY0075.vertical movement.
 SY0075
 SY0075.The geoid height was determined by GEOID03.
 SY0075
 SY0075.The dynamic height is computed by dividing the NAVD 88
 SY0075.geopotential number by the normal gravity value computed on the
 SY0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0075.degrees latitude (g = 980.6199 gals.).
 SY0075
 SY0075.The modeled gravity was interpolated from observed gravity values.
 SY0075
 SY0075;                    North         East    Units  Estimated Accuracy
 SY0075;SPC WA N     -    96,890.      391,430.      MT  (+/- 180 meters Scaled)
 SY0075
 SY0075                          SUPERSEDED SURVEY CONTROL
 SY0075
 SY0075  NGVD 29 (??/??/??)  194.450  (m)          637.96   (f) ADJUSTED    1 1
 SY0075
 SY0075.Superseded values are not recommended for survey control.
 SY0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0075.See file dsdata.txt to determine how the superseded data were derived.
 SY0075
 SY0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU535012(NAD 83)
 SY0075_MARKER: DR = REFERENCE MARK DISK
 SY0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0075_SP_SET: WALL
 SY0075_STAMPING: ALDERWOOD NO 1 1941
 SY0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0075
 SY0075  HISTORY     - Date     Condition        Report By
 SY0075  HISTORY     - 1941     MONUMENTED       CGS
 SY0075  HISTORY     - 1973     GOOD             NGS
 SY0075  HISTORY     - 1981     GOOD             NGS
 SY0075  HISTORY     - 19910719 MARK NOT FOUND   USPSQD
 SY0075  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 SY0075
 SY0075                          STATION DESCRIPTION
 SY0075
 SY0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0075'7.65 MI S FROM EVERETT.
 SY0075'4.2 MILES SOUTH ALONG EVERGREEN WAY FROM THE JUNCTION OF 44TH STREET
 SY0075'AT EVERETT, THENCE 3.45 MILES SOUTHWEST ALONG STATE HIGHWAY 99, 0.2
 SY0075'MILE SOUTHWEST OF THE JUNCTION OF 148TH STREET SOUTHWEST, IN THE TOP
 SY0075'AND AT THE WEST END OF THE CONCRETE WALL AROUND THE LAWN, 55 FEET
 SY0075'NORTH-NORTHWEST AND ACROSS THE DRIVE FROM THE STATION MARK, 62.0 FEET
 SY0075'WEST OF RM 3, 31.4 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 SY0075'HOUSE, 0.5 FOOT EAST OF THE SOUTHEAST EDGE OF THE CONCRETE WALK TO THE
 SY0075'WEST SIDE OF THE HOUSE, 14.3 FEET NORTH-NORTHEAST OF THE NORTHWEST
 SY0075'CORNER OF THE GARAGE, ABOUT LEVEL WITH THE DRIVE, AND ABOUT 0.3 FOOT
 SY0075'HIGHER THAN THE GROUND.  1/4, SEC 3, T27N, R4E.
 SY0075
 SY0075                          STATION RECOVERY (1981)
 SY0075
 SY0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SY0075'5.1 MILES SOUTH ALONG EVERGREEN WAY FROM THE SOUTH JUNIOR HIGH SCHOOL
 SY0075'IN EVERETT THENCE 3.45 MILES SOUTHWEST ALONG STATE HIGHWAY 99 TO A
 SY0075'DRIVEWAY AT THE SOUTH SIDE OF THE HIGHPOINT FEED AND GARDEN CENTER
 SY0075'THENCE WEST ALONG THE DRIVE WAY FOR 52.43 METERS TO THE MARK IN THE
 SY0075'CONCRETE WALL AROUND THE LAWN, 9.75 METER SOUTHWEST OF THE SOUTHWEST
 SY0075'CORNER OF THE HOUSE, 16.76 METER SOUTHWEST OF THE STATION MARK, 4.27
 SY0075'METER NORTHEAST OF THE NORTHWEST CORNER OF THE GARAGE.
 SY0075
 SY0075                          STATION RECOVERY (1991)
 SY0075
 SY0075'RECOVERY NOTE BY US POWER SQUADRON 1991 (TAT)
 SY0075'MARK NOT FOUND.
 SY0075
 SY0075                          STATION RECOVERY (2005)
 SY0075
 SY0075'RECOVERY NOTE BY US POWER SQUADRON 2005 (SWW)
 SY0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0076 ***********************************************************************
 SY0076  DESIGNATION -  ALDERWOOD RM 2
 SY0076  PID         -  SY0076
 SY0076  STATE/COUNTY-  WA/SNOHOMISH
 SY0076  USGS QUAD   -  EDMONDS EAST (1981)
 SY0076
 SY0076                         *CURRENT SURVEY CONTROL
 SY0076  ___________________________________________________________________
 SY0076* NAD 83(1986)-  47 51 44.     (N)    122 17 04.     (W)     SCALED    
 SY0076* NAVD 88     -       195.579  (meters)     641.66   (feet)  ADJUSTED  
 SY0076  ___________________________________________________________________
 SY0076  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0076  DYNAMIC HT  -         195.610 (meters)     641.76  (feet)  COMP
 SY0076  MODELED GRAV-     980,765.3   (mgal)                       NAVD 88
 SY0076
 SY0076  VERT ORDER  -  FIRST     CLASS II
 SY0076
 SY0076.The horizontal coordinates were scaled from a topographic map and have
 SY0076.an estimated accuracy of +/- 6 seconds.
 SY0076
 SY0076.The orthometric height was determined by differential leveling
 SY0076.and adjusted by the National Geodetic Survey in June 1991..
 SY0076
 SY0076.The geoid height was determined by GEOID03.
 SY0076
 SY0076.The dynamic height is computed by dividing the NAVD 88
 SY0076.geopotential number by the normal gravity value computed on the
 SY0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0076.degrees latitude (g = 980.6199 gals.).
 SY0076
 SY0076.The modeled gravity was interpolated from observed gravity values.
 SY0076
 SY0076;                    North         East    Units  Estimated Accuracy
 SY0076;SPC WA N     -    96,890.      391,430.      MT  (+/- 180 meters Scaled)
 SY0076
 SY0076                          SUPERSEDED SURVEY CONTROL
 SY0076
 SY0076  NGVD 29 (??/??/??)  194.465  (m)          638.01   (f) ADJUSTED    1 2
 SY0076
 SY0076.Superseded values are not recommended for survey control.
 SY0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0076.See file dsdata.txt to determine how the superseded data were derived.
 SY0076
 SY0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU535012(NAD 83)
 SY0076_MARKER: DR = REFERENCE MARK DISK
 SY0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0076_STAMPING: ALDERWOOD NO 2 1941
 SY0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0076+STABILITY: SURFACE MOTION
 SY0076
 SY0076  HISTORY     - Date     Condition        Report By
 SY0076  HISTORY     - 1941     MONUMENTED       CGS
 SY0076  HISTORY     - 1947     GOOD             CGS
 SY0076  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY0076  HISTORY     - 1981     GOOD             NGS
 SY0076  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY0076  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY0076  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 SY0076
 SY0076                          STATION DESCRIPTION
 SY0076
 SY0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0076'7.4 MI N FROM RICHMOND HIGHLANDS.
 SY0076'7.4 MILES NORTH ALONG U. S. HIGHWAY 99 FROM THE POST OFFICE AT
 SY0076'RICHMOND HIGHLANDS, 8.2 MILES SOUTH OF EVERETT, ABOUT 100 YARDS WEST
 SY0076'OF THE HIGHWAY, 77.2 FEET WEST OF ALDERWOOD, 39.0 FEET SOUTH OF THE
 SY0076'SOUTHWEST CORNER OF A GARAGE, IN LINE WITH AN EAST-WEST FENCE LINE,
 SY0076'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 SY0076'GROUND.
 SY0076
 SY0076                          STATION RECOVERY (1965)
 SY0076
 SY0076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0076'MARK NOT FOUND.
 SY0076
 SY0076                          STATION RECOVERY (1981)
 SY0076
 SY0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SY0076'5.1 MILES SOUTH ALONG EVERGREEN WAY FROM THE SOUTH JUNIOR HIGH SCHOOL
 SY0076'IN EVERETT THENCE 3.45 MILES SOUTHWEST ALONG STATE HIGHWAY 99 TO A
 SY0076'DRIVEWAY AT THE SOUTH SIDE OF THE HIGHPOINT FEED AND GARDEN CENTER
 SY0076'THENCE WEST ALONG THE DRIVEWAY FOR 67.77 METERS TO THE MARK IN THE
 SY0076'SOUTHWEST CORNER OF THE LAWN, 4.27 METER EAST OF A FENCE CORNER, 3.05
 SY0076'METER SOUTH OF THE CENTER OF THE DRIVEWAY, 25.55 METERS WEST OF THE
 SY0076'STATION.
 SY0076
 SY0076                          STATION RECOVERY (1987)
 SY0076
 SY0076'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 SY0076'MARK NOT FOUND.
 SY0076
 SY0076                          STATION RECOVERY (2002)
 SY0076
 SY0076'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY0076'HIGHPOINT FEED AND GARDEN CENTER NO LONGER EXISTS AND HAS BEEN
 SY0076'REPLACED BY SEVERAL BUSINESSES AND A LARGE ASPHALT PARKING LOT.
 SY0076'MARKER PROBABLY NO LONGER EXISTS.
 SY0076
 SY0076                          STATION RECOVERY (2005)
 SY0076
 SY0076'RECOVERY NOTE BY US POWER SQUADRON 2005 (SWW)
 SY0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4875 ***********************************************************************
 SY4875  DESIGNATION -  ALDERWOOD WATER TANK
 SY4875  PID         -  SY4875
 SY4875  STATE/COUNTY-  WA/SNOHOMISH
 SY4875  USGS QUAD   -  EDMONDS EAST (1981)
 SY4875
 SY4875                         *CURRENT SURVEY CONTROL
 SY4875  ___________________________________________________________________
 SY4875* NAD 83(1991)-  47 51 35.80539(N)    122 17 01.61545(W)     ADJUSTED  
 SY4875* NAVD 88     -                                                        
 SY4875  ___________________________________________________________________
 SY4875  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 SY4875  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY4875
 SY4875  HORZ ORDER  -  THIRD
 SY4875
 SY4875.The horizontal coordinates were established by classical geodetic methods
 SY4875.and adjusted by the National Geodetic Survey in December 1991..
 SY4875
 SY4875
 SY4875.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4875
 SY4875.The geoid height was determined by GEOID03.
 SY4875
 SY4875;                    North         East     Units Scale Factor Converg.
 SY4875;SPC WA N     -    96,633.037   391,478.709   MT  0.99995234   -1 04 47.6
 SY4875;SPC WA N     -   317,036.89  1,284,376.40   sFT  0.99995234   -1 04 47.6
 SY4875;UTM  10      - 5,300,982.272   553,570.944   MT  0.99963526   +0 31 51.9
 SY4875
 SY4875                          SUPERSEDED SURVEY CONTROL
 SY4875
 SY4875  NAD 83(1986)-  47 51 35.80056(N)    122 17 01.61815(W) AD(       ) 4
 SY4875  NAD 27      -  47 51 36.45200(N)    122 16 57.14500(W) AD(       ) 3
 SY4875
 SY4875.Superseded values are not recommended for survey control.
 SY4875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4875.See file dsdata.txt to determine how the superseded data were derived.
 SY4875
 SY4875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5357100982(NAD 83)
 SY4875
 SY4875  HISTORY     - Date     Condition        Report By
 SY4875  HISTORY     - 1941     MONUMENTED       CGS
 SY4875  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY4875  HISTORY     - 1946     GOOD             CGS
 SY4875  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY4875  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY4875
 SY4875                          STATION DESCRIPTION
 SY4875
 SY4875'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SY4875'THIS INTERSECTION STATION IS THE APEX OF A CHECKERED (WHITE AND
 SY4875'RED) WATER TANK LOCATED ABOUT 10 MILES S BY E OF EVERETT ON A HIGH
 SY4875'RIDGE, JUST E OF U.S. HIGHWAY 99.  THE TANK IS ABOUT 100 FEET HIGH
 SY4875'AND 14 FEET IN DIAMETER.  IT IS AN ALDERWOOD DISTRICT WATER TANK.
 SY4875'
 SY4875'THE AZIMUTH MARK OF STATION ALDERWOOD IS IN THE CONCRETE BASE OF
 SY4875'THE SE LEG OF THIS TANK.
 SY4875'
 SY4875'TO REACH FROM THE INTERSECTION OF HEWITT AVENUE AND U.S. HIGHWAY
 SY4875'99 IN EVERETT, GO S ON HIGHWAY 99 FOR 9.4 MILES TO STATION ON LEFT
 SY4875'SIDE OF HIGHWAY.
 SY4875
 SY4875                          STATION RECOVERY (1943)
 SY4875
 SY4875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4875'IN SE 1/4, NW 1/4, SEC. 12, T 27, R 4.  AN ELEVATED STEEL WATER
 SY4875'TANK WITH STEEPLY SLOPING CONICAL ROOF, HALF A MILE SOUTH OF EAST
 SY4875'END OF MUD LAKE, 100 METERS EAST OF SEATTLE-EVERETT HIGHWAY
 SY4875'(U.S. 99).
 SY4875
 SY4875                          STATION RECOVERY (1946)
 SY4875
 SY4875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (AMS)
 SY4875'RECOVERED AS DESCRIBED.  APEX HAS A RED LIGHT ON IT.  THE
 SY4875'DESCRIPTION SHOULD BE CORRECTED TO READ .....ABOUT 10 MILES S.W. OF
 SY4875'EVERETT......
 SY4875
 SY4875                          STATION RECOVERY (1969)
 SY4875
 SY4875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 SY4875'THIS INTERSECTION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY4875'
 SY4875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4875'2.9 MILES NORTHEAST OF LYNNWOOD.
 SY4875
 SY4875                          STATION RECOVERY (2002)
 SY4875
 SY4875'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY4875'WATER TOWER NO LONGER EXISTS AND HAS BEEN REPLACED BY TWO LARGE WATER
 SY4875'TANKS ON THE EAST SIDE OF HIGHWAY 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2411 ***********************************************************************
 RC2411  DESIGNATION -  ALDRICH RESET
 RC2411  PID         -  RC2411
 RC2411  STATE/COUNTY-  WA/SKAMANIA
 RC2411  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2411
 RC2411                         *CURRENT SURVEY CONTROL
 RC2411  ___________________________________________________________________
 RC2411* NAD 83(1991)-  45 39 12.68356(N)    121 58 47.37035(W)     ADJUSTED  
 RC2411* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 RC2411  ___________________________________________________________________
 RC2411  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 RC2411  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RC2411
 RC2411  HORZ ORDER  -  SECOND
 RC2411
 RC2411.The horizontal coordinates were established by classical geodetic methods
 RC2411.and adjusted by the National Geodetic Survey in December 1991..
 RC2411
 RC2411.The orthometric height was scaled from a topographic map.
 RC2411
 RC2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2411
 RC2411.The geoid height was determined by GEOID03.
 RC2411
 RC2411;                    North         East     Units Scale Factor Converg.
 RC2411;SPC WA S     -    36,671.789   384,655.986   MT  1.00004560   -1 04 29.8
 RC2411;SPC WA S     -   120,314.03  1,261,992.18   sFT  1.00004560   -1 04 29.8
 RC2411;SPC OR N     -   221,842.277 2,384,668.961   MT  0.99993036   -1 02 58.1
 RC2411;SPC OR N     -   727,828.99  7,823,717.06   iFT  0.99993036   -1 02 58.1
 RC2411;UTM  10      - 5,056,058.796   579,486.018   MT  0.99967767   +0 43 46.5
 RC2411
 RC2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2411!SPC WA S     -   0.99995545  x   1.00004560  =   1.00000105
 RC2411!SPC OR N     -   0.99995545  x   0.99993036  =   0.99988581
 RC2411!UTM  10      -   0.99995545  x   0.99967767  =   0.99963314
 RC2411
 RC2411:                Primary Azimuth Mark                     Grid Az
 RC2411:SPC WA S     -  PORTLAND SPOKANE AWY BN CASC L           076 25 48.4
 RC2411:SPC OR N     -  PORTLAND SPOKANE AWY BN CASC L           076 24 16.7
 RC2411:UTM  10      -  PORTLAND SPOKANE AWY BN CASC L           074 37 32.1
 RC2411
 RC2411|---------------------------------------------------------------------|
 RC2411| PID    Reference Object                     Distance      Geod. Az  |
 RC2411|                                                           dddmmss.s |
 RC2411| RC2414 PORTLAND SPOKANE AWY BN CASC L      APPROX. 7.4 KM 0752118.6 |
 RC2411| RC2430 PORTLAND SPOKANE AWY BCN 3 B        APPROX. 4.2 KM 0754856.5 |
 RC2411| RC2441 MACHINE SHOP N BONNEV DAM GAB       APPROX. 2.5 KM 1045639.7 |
 RC2411| RC2422 BRADFORD SLOUGH ENTRANCE LIGHT      APPROX. 4.0 KM 1074919.8 |
 RC2411| RC2385 BONNEVILLE ELEVATED TANK            APPROX. 2.7 KM 1311606.3 |
 RC2411| RC2417 BONNEVILLE CIVIC CENTER N GAB       APPROX. 2.9 KM 1331557.7 |
 RC2411| RC2452 BONNEVILLE HQS FLAGSTAFF            APPROX. 2.9 KM 1344459.2 |
 RC2411| RC2445 BONNEVILLE HQS CUP FS               APPROX. 3.0 KM 1345838.8 |
 RC2411| RC2457 BONNEVILLE ELEVATED BLACK TANK      APPROX. 2.6 KM 1372526.0 |
 RC2411| RC2398 BONNEVILLE SW BARRACKS SW COR       APPROX. 2.8 KM 1445331.1 |
 RC2411| RC2446 RAILROAD SEMAPHORE NEAR TANNER      APPROX. 2.9 KM 1545110.4 |
 RC2411| RC1807 VX 44                                              1744017.9 |
 RC2411| RC2416 HAMILTON IS LARGE BARN GABLE        APPROX. 2.6 KM 1762707.7 |
 RC2411| RC2410 ALDRICH RM 1                         17.698 METERS 19734     |
 RC2411| RD2124 WARRENDALE CANNERY W WNG N GAB      APPROX. 4.7 KM 2044508.1 |
 RC2411| CF4047 ALDRICH RM 2                          6.983 METERS 26946     |
 RC2411|---------------------------------------------------------------------|
 RC2411
 RC2411                          SUPERSEDED SURVEY CONTROL
 RC2411
 RC2411  NAD 83(1991)-  45 39 12.68356(N)    121 58 47.37035(W) AD(       ) 2
 RC2411  NAD 83(1986)-  45 39 12.69289(N)    121 58 47.37839(W) AD(       ) 2
 RC2411  NAD 27      -  45 39 13.26200(N)    121 58 43.09900(W) AD(       ) 2
 RC2411
 RC2411.Superseded values are not recommended for survey control.
 RC2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2411.See file dsdata.txt to determine how the superseded data were derived.
 RC2411
 RC2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7948656059(NAD 83)
 RC2411_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2411_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RC2411
 RC2411  HISTORY     - Date     Condition        Report By
 RC2411  HISTORY     - 1901     MONUMENTED       CGS
 RC2411  HISTORY     - 1938     SEE DESCRIPTION  CGS
 RC2411  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2411  HISTORY     - 1956     SEE DESCRIPTION  USGS
 RC2411  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RC2411  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RC2411
 RC2411                          STATION DESCRIPTION
 RC2411
 RC2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FM)
 RC2411'ON THE SUMMIT OF A SHARP PEAK DIRECTLY OPPOSITE BONNEVILLE.  THE
 RC2411'STATION IS MARKED 1 FOOT UNDERGROUND BY A DRILL HOLE IN A
 RC2411'STONE.  THERE ARE 3 STONES WITH CROSSES ON THEM 1.83 METERS FROM
 RC2411'THE STATION N, E, AND S.
 RC2411
 RC2411                          STATION RECOVERY (1938)
 RC2411
 RC2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RC2411'RECOVERED AND RE-MARKED.  STATION IS LOCATED ABOUT 1-3/4
 RC2411'MILES NW OF BONNEVILLE DAM, AND 1-1/4 MILES N OF THE COLUMBIA RIVER
 RC2411'ON THE VERY TOP OF A PROMINENT LONE PEAK WITH THE S QUARTER
 RC2411'ENCIRCLED BY WHITE BLUFFS AND ABOUT 1,100 FEET ELEVATION.  IT IS
 RC2411'JUST S OF CEDAR CREEK AND E OF HAMILTON CREEK.
 RC2411'
 RC2411'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE,
 RC2411'AS DESCRIBED IN NOTE 1C.
 RC2411'
 RC2411'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 RC2411'BEDROCK, AS DESCRIBED IN NOTE 12A.
 RC2411'
 RC2411'TO REACH FROM N BONNEVILLE, WASHINGTON, GO W ON U.S. HIGHWAY
 RC2411'830 ABOUT A MILE, CROSS HAMILTON CREEK BRIDGE, CONTINUE 0.3 MILE,
 RC2411'TURN RIGHT AND FOLLOW UP HAMILTON CREEK 0.7 MILE TO WHERE ROAD
 RC2411'CROSSES CREEK AND END OF TRUCK TRAVEL.  FROM HERE GO S ALONG E
 RC2411'BANK TO POINT WHERE CEDAR CREEK ENTERS HAMILTON CREEK, CLIMB
 RC2411'RIDGE JUST S OF CEDAR CREEK TO HIGHEST POINT AND STATION.
 RC2411
 RC2411                          STATION RECOVERY (1948)
 RC2411
 RC2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RC2411'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 RC2411'DESCRIBED BY W.M.S. IN 1938.  LAST PARAGRAPH OF THE OLD
 RC2411'DESCRIPTION SHOULD BE DELETED AND THE FOLLOWING ADDED--
 RC2411'
 RC2411'TO REACH THE STATION FROM N. BONNEVILLE, WASHINGTON, GO W ON
 RC2411'U.S. HIGHWAY 830 FOR 0.5 MILE, TURN RIGHT AS INDICATED BY A SIGN
 RC2411'READING ALDRICH BUTTE LOOKOUT.  FOLLOW THE MAIN GRAVELED ROAD
 RC2411'FOR 1.8 MILES TO A Y-JUNCTION AND AGAIN TURN RIGHT AS INDICATED
 RC2411'BY THE SIGN READING ALDRICH BUTTE LOOKOUT.  CONTINUE WITH TRUCK
 RC2411'FOR 1.8 MILES TO THE TOP OF THE MOUNTAIN AND THE STATION.
 RC2411'ALDRICH BUTTE LOOKOUT TOWER HAS BEEN ESTABLISHED DIRECTLY OVER
 RC2411'THE STATION AND THE SPIRE HAS BEEN CENTERED OVER THE STATION
 RC2411'MARK.
 RC2411
 RC2411                          STATION RECOVERY (1956)
 RC2411
 RC2411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 RC2411'TO REACH THE STATION FROM NORTH BONNEVILLE, GO W ON U.S. HIGHWAY
 RC2411'830 FOR ABOUT 0.3 MI.  TURN RIGHT (NW) JUST BEFORE REACHING THE
 RC2411'STEEL TOWER POWERLINE CROSSING THE ROAD.  CONTINUE ON THE MAIN
 RC2411'ROAD, KEEPING LEFT AT STEEL POWERLINE CROSSING.  CONTINUE FOR
 RC2411'ABOUT 1 MI. TO A ROAD FORK (RIGHT) WITH SIGN ALDRICH BUTTE L.O.
 RC2411'THIS ROAD LEADS TO USFS L.O.T.  STATION IS CENTERED UNDER THE
 RC2411'TOWER.
 RC2411
 RC2411                          STATION RECOVERY (1957)
 RC2411
 RC2411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2411'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN
 RC2411'GOOD CONDITION.  A U.S. FOREST SERVICE LOOKOUT HOUSE IS NOW OVER
 RC2411'THE STATION MARK, AND THE MARK IS CENTERED DIRECTLY UNDER THE
 RC2411'STRUCTURE.
 RC2411'
 RC2411'TO ELIMINATE NUMEROUS ECCENTRIC SETUPS, BECAUSE OF THE LOOKOUT
 RC2411'LEGS AND DIAGONALS, REFERENCE MARK 1 WAS USED FOR ALL
 RC2411'OBSERVATIONS.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 RC2411'WAS NOT CHECKED FROM THE TRUE STATION.
 RC2411'
 RC2411'THE LOOKOUT HOUSE (ELEVATED) IS A WOODEN STRUCTURE, 15 FT. SQUARE
 RC2411'AT THE GROUND, AND THE FLOOR OF THE HOUSE IS ABOUT 10 FT. ABOVE
 RC2411'THE GROUND.
 RC2411'
 RC2411'THE PREVIOUS ROUTE TO THE STATION IS OBSOLETE.  THE NEW ROUTE
 RC2411'IS AS FOLLOWS--
 RC2411'
 RC2411'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 830 AND COUNTY ROAD
 RC2411'32, AT THE W CITY LIMITS OF NORTH BONNEVILLE, GO N ON COUNTY
 RC2411'ROAD 32 (AS PER SIGN TO MOFFETTS HOT SPRINGS) FOR 0.55 MI. TO A
 RC2411'FORK.  TAKE THE LEFT FORK (MAIN ROAD) AND GO W FOR 1.25 MI. TO A
 RC2411'FORK JUST AFTER CROSSING THE PIPELINE CLEARING.  TAKE THE RIGHT
 RC2411'FORK AND CONTINUE ON THE MAIN ROAD FOR 1.6 MI. TO THE LOOKOUT
 RC2411'HOUSE AND THE STATION.  A FOUR-WHEEL DRIVE VEHICLE IS
 RC2411'RECOMMENDED FOR THE LAST 1.6 MI.
 RC2411
 RC2411                          STATION RECOVERY (1975)
 RC2411
 RC2411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RC2411'REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WAS RECOVERED IN
 RC2411'GOOD CONDITION.  THE STATION MARK HAD BEEN DESTROYED BY SOME
 RC2411'IRRESPONSIBLE PARTY.  THERE WAS NO UNDERGROUND MARK ESTABLISHED FOR
 RC2411'THIS STATION.  A NEW STATION MARK WAS ESTABLISHED FROM THE
 RC2411'DISTANCE, AND DIRECTION FROM THE REFERENCE MARKS.  A NEW AND
 RC2411'COMPLETE DESCRIPTION FOLLOWS.
 RC2411'
 RC2411'THE STATION IS ON THE HIGHEST PART OF A NORTHEAST-SOUTHWEST RIDGE,
 RC2411'AT THE SITE OF THE FORMER ALDRICH LOOKOUT TOWER.  OBTAIN A KEY FOR
 RC2411'THE LOCKED GATE FROM THE BONNEVILLE POWER ADMINISTRATION OFFICE
 RC2411'BEFORE GOING TO THE STATION.
 RC2411'
 RC2411'TO REACH THE STATION FROM THE NORTH BONNEVILLE POST OFFICE GO
 RC2411'WEST ON STATE HIGHWAY 14 FOR 0.55 MILE TO A SIDE ROAD RIGHT, TURN
 RC2411'RIGHT, AND GO NORTHWEST ON MOFFIT SPRINGS ROAD FOR 0.8 MILE TO A
 RC2411'FORK, JUST AFTER CROSSING GREENLEAF CREEK, TAKE THE LEFT FORK, AND
 RC2411'GO WEST FOR 1.0 MILE TO THE LOCKED GATE, JUST AFTER CROSSING A
 RC2411'SMALL CONCRETE BRIDGE AT THE END OF THE MACADAM.  PASS THRU THE
 RC2411'GATE, AND GO NORTHWEST FOR 0.15 MILE TO A FORK, TAKE THE RIGHT
 RC2411'FORK, PASS UNDER THE POWER LINES, AND GO NORTH PARALLELING A
 RC2411'SMALL STREAM FOR 0.95 MILE TO A SIDE ROAD LEFT ON THE WEST SIDE
 RC2411'OF A POND, TURN LEFT, AND GO WEST, AND NORTH FOR 0.05 MILE TO
 RC2411'A FORK, TAKE THE LEFT FORK, SOUTHWEST FOR 0.6 MILE TO THE
 RC2411'SUMMIT, AND THE STATION AT THE END OF THE ROAD.
 RC2411'
 RC2411'THE STATION MARK, STAMPED ALDRICH 1901 1975, IS A STANDARD DISK
 RC2411'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES, IN
 RC2411'THE CENTER OF THE FOUR CONCRETE FOOTINGS FOR THE FORMER LOOKOUT
 RC2411'TOWER, 15 FEET SOUTHWEST OF THE TOP STEP TO THE FORMER LOOKOUT
 RC2411'TOWER, AND 3 FEET EAST OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 RC2411'
 RC2411'REFERENCE MARK NO. 1, STAMPED ALDRICH NO 1 1938, IS A STANDARD
 RC2411'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 RC2411'8-INCHES, 48 FEET SOUTHWEST OF THE SOUTHWEST FOOTING FOR THE FORMER
 RC2411'LOOKOUT TOWER, 10 FEET NORTHWEST OF THE TOP OF THE CUT BANK, AND
 RC2411'14 FEET LOWER THAN THE STATION.  (NOTE 12A)
 RC2411'
 RC2411'REFERENCE MARK NO. 2, STAMPED ALDRICH NO 2 1938, IS A STANDARD
 RC2411'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 5-INCHES,
 RC2411'14 FEET WEST OF THE NORTHWEST FOOTING FOR THE FORMER LOOKOUT
 RC2411'TOWER, AND 4.5 FEET LOWER THAN THE STATION.  (NOTE 12A)
 RC2411'
 RC2411'TO REACH BENCH MARK VX 44, (AZIMUTH MARK), FROM THE NORTH
 RC2411'BONNEVILLE POST OFFICE GO WEST ON STATE HIGHWAY 14 FOR 1.8 MILES
 RC2411'TO THE BENCH MARK ON THE LEFT.
 RC2411'
 RC2411'BENCH MARK VX 44, STAMPED VX 44 1934, IS A STANDARD BENCH MARK
 RC2411'DISK CEMENTED IN A DRILL HOLE IN THE NORTH SIDE OF THE WEST
 RC2411'CONCRETE ABUTMENT OF THE RAILROAD BRIDGE OVER HAMILTON CREEK,
 RC2411'100 FEET SOUTH OF STATE HIGHWAY 14, 75 FEET EAST OF RAILROAD
 RC2411'MILEPOST NO. 47, 7 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 RC2411'TRACKS, AND 0.5 FOOT LOWER THAN THE TRACKS.
 RC2411'
 RC2411'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RC2411'2.5 MILES NORTHWEST OF NORTH BONNEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2410 ***********************************************************************
 RC2410  DESIGNATION -  ALDRICH RM 1
 RC2410  PID         -  RC2410
 RC2410  STATE/COUNTY-  WA/SKAMANIA
 RC2410  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2410
 RC2410                         *CURRENT SURVEY CONTROL
 RC2410  ___________________________________________________________________
 RC2410* NAD 83(1991)-  45 39 12.13704(N)    121 58 47.61696(W)     ADJUSTED  
 RC2410* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 RC2410  ___________________________________________________________________
 RC2410  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 RC2410  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RC2410
 RC2410  HORZ ORDER  -  SECOND
 RC2410
 RC2410.The horizontal coordinates were established by classical geodetic methods
 RC2410.and adjusted by the National Geodetic Survey in December 1991..
 RC2410
 RC2410.The orthometric height was scaled from a topographic map.
 RC2410
 RC2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2410
 RC2410.The geoid height was determined by GEOID03.
 RC2410
 RC2410;                    North         East     Units Scale Factor Converg.
 RC2410;SPC WA S     -    36,655.018   384,650.331   MT  1.00004564   -1 04 30.0
 RC2410;SPC WA S     -   120,259.00  1,261,973.63   sFT  1.00004564   -1 04 30.0
 RC2410;SPC OR N     -   221,825.506 2,384,663.314   MT  0.99993034   -1 02 58.3
 RC2410;SPC OR N     -   727,773.97  7,823,698.54   iFT  0.99993034   -1 02 58.3
 RC2410;UTM  10      - 5,056,041.861   579,480.895   MT  0.99967766   +0 43 46.3
 RC2410
 RC2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2410!SPC WA S     -   0.99995545  x   1.00004564  =   1.00000109
 RC2410!SPC OR N     -   0.99995545  x   0.99993034  =   0.99988579
 RC2410!UTM  10      -   0.99995545  x   0.99967766  =   0.99963313
 RC2410
 RC2410|---------------------------------------------------------------------|
 RC2410| PID    Reference Object                     Distance      Geod. Az  |
 RC2410|                                                           dddmmss.s |
 RC2410| RC2411 ALDRICH RESET                        17.698 METERS 01734     |
 RC2410| RC2412 BPA UPSTREAM TOWER B 4              APPROX. 2.5 KM 1165047.7 |
 RC2410| RC2429 BPA UPSTREAM TOWER 1                APPROX. 2.9 KM 1224329.6 |
 RC2410| RC2408 BPA DOWNSTREAM TOWER 1              APPROX. 2.8 KM 1225515.7 |
 RC2410| RD2113 HAMILTON                            APPROX. 2.0 KM 2583848.3 |
 RC2410|---------------------------------------------------------------------|
 RC2410
 RC2410                          SUPERSEDED SURVEY CONTROL
 RC2410
 RC2410  NAD 83(1991)-  45 39 12.13704(N)    121 58 47.61696(W) AD(       ) 2
 RC2410  NAD 83(1986)-  45 39 12.14656(N)    121 58 47.62491(W) AD(       ) 2
 RC2410  NAD 27      -  45 39 12.71600(N)    121 58 43.34600(W) AD(       ) 2
 RC2410
 RC2410.Superseded values are not recommended for survey control.
 RC2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2410.See file dsdata.txt to determine how the superseded data were derived.
 RC2410
 RC2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7948156042(NAD 83)
 RC2410_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2410_SETTING: 66 = SET IN ROCK OUTCROP
 RC2410_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RC2410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC2410+STABILITY: POSITION/ELEVATION WELL
 RC2410
 RC2410  HISTORY     - Date     Condition        Report By
 RC2410  HISTORY     - 1938     MONUMENTED       CGS
 RC2410  HISTORY     - 1975     GOOD             NGS
 RC2410
 RC2410                          STATION DESCRIPTION
 RC2410
 RC2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RC2410'THE STATION IS LOCATED ABOUT 1 3/4 MILES NW OF BONNEVILLE DAM,
 RC2410'AND 1 1/4 MILES N OF THE COLUMBIA RIVER ON THE VERY TOP OF A
 RC2410'PROMINENT LONE PEAK WITH THE S QUARTER ENCIRCLED BY WHITE
 RC2410'BLUFFS AND ABOUT 1,100 FEET ELEVATION.  IT IS JUST S OF
 RC2410'CEDAR CREEK AND E OF HAMILTON CREEK.
 RC2410'
 RC2410'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK.
 RC2410'
 RC2410'TO REACH FROM N BONNEVILLE, WASHINGTON, GO W ON U.S. HIGHWAY
 RC2410'830 ABOUT A MILE, CROSS HAMILTON CREEK BRIDGE, CONTINUE 0.3 MILE,
 RC2410'TURN RIGHT AND FOLLOW UP HAMILTON CREEK 0.7 MILE TO WHERE ROAD
 RC2410'CROSSES CREEK AND END OF TRUCK TRAVEL.  FROM HERE GO S ALONG E
 RC2410'BANK TO POINT WHERE CEDAR CREEK ENTERS HAMILTON CREEK, CLIMB
 RC2410'RIDGE JUST S OF CEDAR CREEK TO HIGHEST POINT AND STATION.
 RC2410
 RC2410                          STATION RECOVERY (1975)
 RC2410
 RC2410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RC2410'REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2109 ***********************************************************************
 TR2109  DESIGNATION -  ALERT
 TR2109  PID         -  TR2109
 TR2109  STATE/COUNTY-  WA/SAN JUAN
 TR2109  USGS QUAD   -  SHAW ISLAND (1994)
 TR2109
 TR2109                         *CURRENT SURVEY CONTROL
 TR2109  ___________________________________________________________________
 TR2109* NAD 83(1991)-  48 30 17.89095(N)    122 55 43.19908(W)     ADJUSTED  
 TR2109* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR2109  ___________________________________________________________________
 TR2109  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 TR2109  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TR2109
 TR2109  HORZ ORDER  -  THIRD
 TR2109
 TR2109.The horizontal coordinates were established by classical geodetic methods
 TR2109.and adjusted by the National Geodetic Survey in December 1991..
 TR2109
 TR2109.The orthometric height was scaled from a topographic map.
 TR2109
 TR2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2109
 TR2109.The geoid height was determined by GEOID03.
 TR2109
 TR2109;                    North         East     Units Scale Factor Converg.
 TR2109;SPC WA N     -   169,436.943   345,191.605   MT  0.99996506   -1 33 36.1
 TR2109;SPC WA N     -   555,894.37  1,132,516.12   sFT  0.99996506   -1 33 36.1
 TR2109;UTM  10      - 5,372,430.444   505,269.029   MT  0.99960034   +0 03 12.3
 TR2109
 TR2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2109!SPC WA N     -   1.00000272  x   0.99996506  =   0.99996778
 TR2109!UTM  10      -   1.00000272  x   0.99960034  =   0.99960306
 TR2109
 TR2109:                Primary Azimuth Mark                     Grid Az
 TR2109:SPC WA N     -  PEAR RESET                               286 40 25.4
 TR2109:UTM  10      -  PEAR RESET                               285 03 37.0
 TR2109
 TR2109|---------------------------------------------------------------------|
 TR2109| PID    Reference Object                     Distance      Geod. Az  |
 TR2109|                                                           dddmmss.s |
 TR2109| TR2079 PEAR RESET                          APPROX. 4.1 KM 2850649.3 |
 TR2109|---------------------------------------------------------------------|
 TR2109
 TR2109                          SUPERSEDED SURVEY CONTROL
 TR2109
 TR2109  NAD 83(1986)-  48 30 17.89237(N)    122 55 43.20156(W) AD(       ) 3
 TR2109  NAD 27      -  48 30 18.53500(N)    122 55 38.58500(W) AD(       ) 3
 TR2109
 TR2109.Superseded values are not recommended for survey control.
 TR2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2109.See file dsdata.txt to determine how the superseded data were derived.
 TR2109
 TR2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0526972430(NAD 83)
 TR2109
 TR2109  HISTORY     - Date     Condition        Report By
 TR2109  HISTORY     - 1953     MONUMENTED       CGS
 TR2109  HISTORY     - 1989     GOOD             USPSQD
 TR2109
 TR2109                          STATION DESCRIPTION
 TR2109
 TR2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR2109'STATION IS AT THE SW END OF FISHERMANS BAY ON A LOW GRASS SPIT
 TR2109'EXTENDING OUT FROM THE EAST BANK, AND BETWEEN THE BAY AND A LAGOON
 TR2109'TO THE SOUTH.  THE CHANNEL CONNECTING THE BAY AND LAGOON IS ABOUT
 TR2109'0.1 MILES TO THE NW.  THE STATION IS ON THE N SIDE OF THE SPIT AND
 TR2109'SETS ON A BUILT UP STRIP OF LAND WHICH IS HEAVILY SHRUBBED.  THE
 TR2109'STATION IS 12 METERS FROM THE HIGH WATER LINE AND ON THE HIGHEST
 TR2109'POINT IN THE AREA WHICH IS ABOUT 5 FEET ABOVE HIGH WATER.  A
 TR2109'ROW OF POWER LINE POLES RUN ABOUT 35 METERS SOUTH OF THE
 TR2109'STATION.
 TR2109'
 TR2109'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED ALERT 1953,
 TR2109'AND IS SET IN THE TOP OF A SQUARE BLOCK OF CONCRETE.
 TR2109'
 TR2109'RM 1 IS A STANDARD DISK STAMPED ALERT NO.1 1953 AND IS SET IN A
 TR2109'DRILL HOLE IN GRANITE.  THE GRANITE ROCK IS ABOUT 4 FEET LONG AND 3
 TR2109'FEET WIDE, AND IS ABOUT 3 FEET ABOVE THE GROUND.
 TR2109'
 TR2109'RM 2 IS A STANDARD DISK STAMPED ALERT NO.2 1953 AND IS SET IN A
 TR2109'DRILL HOLE IN GRANITE.  THE GRANITE ROCK IS ABOUT 3 FEET IN
 TR2109'DIAMETER AND ABOUT 1 FOOT ABOVE THE BEACH.
 TR2109
 TR2109                          STATION RECOVERY (1989)
 TR2109
 TR2109'RECOVERY NOTE BY US POWER SQUADRON 1989 (SG)
 TR2109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0279 ***********************************************************************
 SW0279  DESIGNATION -  ALFORD
 SW0279  PID         -  SW0279
 SW0279  STATE/COUNTY-  WA/ADAMS
 SW0279  USGS QUAD   -  SCHRAG (1982)
 SW0279
 SW0279                         *CURRENT SURVEY CONTROL
 SW0279  ___________________________________________________________________
 SW0279* NAD 83(1991)-  47 05 12.67106(N)    118 47 07.14960(W)     ADJUSTED  
 SW0279* NAVD 88     -       472.575  (meters)    1550.44   (feet)  ADJUSTED  
 SW0279  ___________________________________________________________________
 SW0279  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 SW0279  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 SW0279  DYNAMIC HT  -         472.599 (meters)    1550.52  (feet)  COMP
 SW0279  MODELED GRAV-     980,650.8   (mgal)                       NAVD 88
 SW0279
 SW0279  HORZ ORDER  -  SECOND
 SW0279  VERT ORDER  -  SECOND    CLASS 0
 SW0279
 SW0279.The horizontal coordinates were established by classical geodetic methods
 SW0279.and adjusted by the National Geodetic Survey in December 1991..
 SW0279
 SW0279.The orthometric height was determined by differential leveling
 SW0279.and adjusted by the National Geodetic Survey in June 1991..
 SW0279
 SW0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0279
 SW0279.The geoid height was determined by GEOID03.
 SW0279
 SW0279.The dynamic height is computed by dividing the NAVD 88
 SW0279.geopotential number by the normal gravity value computed on the
 SW0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0279.degrees latitude (g = 980.6199 gals.).
 SW0279
 SW0279.The modeled gravity was interpolated from observed gravity values.
 SW0279
 SW0279;                    North         East     Units Scale Factor Converg.
 SW0279;SPC WA S     -   196,323.329   630,183.886   MT  0.99995294   +1 14 43.9
 SW0279;SPC WA S     -   644,104.12  2,067,528.30   sFT  0.99995294   +1 14 43.9
 SW0279;UTM  11      - 5,216,362.306   364,491.744   MT  0.99982568   -1 18 27.9
 SW0279
 SW0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0279!SPC WA S     -   0.99992912  x   0.99995294  =   0.99988206
 SW0279!UTM  11      -   0.99992912  x   0.99982568  =   0.99975481
 SW0279
 SW0279:                Primary Azimuth Mark                     Grid Az
 SW0279:SPC WA S     -  MELT                                     085 42 31.6
 SW0279:UTM  11      -  MELT                                     088 15 43.4
 SW0279
 SW0279|---------------------------------------------------------------------|
 SW0279| PID    Reference Object                     Distance      Geod. Az  |
 SW0279|                                                           dddmmss.s |
 SW0279| SW0273 MELT                                APPROX. 4.5 KM 0865715.5 |
 SW0279| SW0278 ALFORD RM 1                          13.597 METERS 11157     |
 SW0279| SW0280 ALFORD RM 2                          13.081 METERS 24720     |
 SW0279|---------------------------------------------------------------------|
 SW0279
 SW0279                          SUPERSEDED SURVEY CONTROL
 SW0279
 SW0279  NAD 83(1986)-  47 05 12.68190(N)    118 47 07.14107(W) AD(       ) 2
 SW0279  NAD 27      -  47 05 13.15500(N)    118 47 03.17000(W) AD(       ) 2
 SW0279  NGVD 29 (??/??/92)  471.441  (m)         1546.72   (f) ADJ UNCH    2 0
 SW0279
 SW0279.Superseded values are not recommended for survey control.
 SW0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0279.See file dsdata.txt to determine how the superseded data were derived.
 SW0279
 SW0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN6449216362(NAD 83)
 SW0279_MARKER: DS = TRIANGULATION STATION DISK
 SW0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0279_STAMPING: ALFORD 1957
 SW0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0279
 SW0279  HISTORY     - Date     Condition        Report By
 SW0279  HISTORY     - 1957     MONUMENTED       CGS
 SW0279  HISTORY     - 1967     GOOD             CGS
 SW0279  HISTORY     - 1967     GOOD             NGS
 SW0279  HISTORY     - 1970     GOOD             NGS
 SW0279  HISTORY     - 20050320 GOOD             USPSQD
 SW0279
 SW0279                          STATION DESCRIPTION
 SW0279
 SW0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW0279'THE STATION IS ON A COUNTY ROAD RIGHT-OF-WAY WHICH IS UNDER
 SW0279'CULTIVATION.  IT IS ABOUT 10 MILES SOUTH AND 1 MILE EAST OF BATUM,
 SW0279'9 MILES EAST OF THE ADAMS-GRANT COUNTY LINE AND 2 MILES SOUTHWEST
 SW0279'OF A LARGE MENNONITE CHURCH.
 SW0279'
 SW0279'TO REACH THE STATION FROM THE ADAMS-GRANT COUNTY LINE, WHICH IS
 SW0279'15 MILES EAST OF MOSES LAKE ON U.S. HIGHWAY 10, GO EAST ON
 SW0279'U.S. HIGHWAY 10 FOR 7.1 MILES TO A CROSSROAD THAT IS 1 MILE EAST OF
 SW0279'SCHRAGG, A RAILROAD SIDING.  TURN LEFT ON A GRAVELED ROAD GOING
 SW0279'IN A NORTHEASTERLY DIRECTION FOR 1.7 MILES TO A T ROAD ON THE
 SW0279'RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 1.2 MILES
 SW0279'TO THE CREST OF A LOW HILL AND THE STATION ON THE LEFT, NORTH.
 SW0279'
 SW0279'THE STATION MARK IS A STANDARD DISK, STAMPED ALFORD 1957, SET IN
 SW0279'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT 1 FOOT
 SW0279'BELOW THE SURFACE OF THE GROUND.  IT IS 32 FEET NORTH OF THE CENTER
 SW0279'OF THE ROAD AND 18 FEET NORTH OF A WHITE WITNESS POST.
 SW0279'
 SW0279'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALFORD NO 1 1957, SET
 SW0279'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SW0279'3 INCHES.  IT IS AT THE NORTH EDGE OF THE ROAD GRADE, 15 FEET NORTH
 SW0279'OF THE CENTER OF THE ROAD.
 SW0279'
 SW0279'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALFORD NO 2 1957, SET
 SW0279'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SW0279'3 INCHES.  IT IS AT THE NORTH EDGE OF THE ROAD GRADE, 15 FEET
 SW0279'NORTH OF THE CENTER OF THE ROAD.
 SW0279
 SW0279                          STATION RECOVERY (1967)
 SW0279
 SW0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW0279'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED BUT RM
 SW0279'2 HAD BEEN DISTURBED, REFERENCE MARK NO. 3 AND NO. 4 WERE
 SW0279'ESTABLISHED, A COMPLETE DESCRIPTION FOLLOWS--
 SW0279'
 SW0279'THE STATION IS 19 MILES WEST OF RITZVILLE, 10 MILES SOUTH AND 1
 SW0279'MILE EAST OF BATUM, 9 MILES EAST OF THE COUNTY LINE AND IN SECTION
 SW0279'34, T19N, R32E.
 SW0279'
 SW0279'THE STATION MARK, STAMPED ALFORD 1957, IS A STANDARD DISK SET
 SW0279'IN CONCRETE 12 INCHES BELOW GROUND.  IT IS 30 FEET NORTH OF THE
 SW0279'CENTER OF THE ROAD AND 17 FEET NORTH OF A METAL WITNESS POST.
 SW0279'
 SW0279'REFERENCE MARK NO. 3, STAMPED ALFORD 1957 NO 3 1967, IS A
 SW0279'STANDARD DISK SET IN A ROUND CONCRETE POST ON THE SLOPE OF THE
 SW0279'NORTH SHOULDER OF THE ROAD WITH THE INTENTION OF LEAVING THE NORTH
 SW0279'SIDE OF THE MARK EXPOSED.  IT IS 13 FEET NORTH OF THE CENTER OF
 SW0279'THE ROAD, ABOUT 6 INCHES BELOW THE SURFACE OF THE ROAD AND 6
 SW0279'INCHES ABOVE THE LEVEL OF THE FIELD.  A METAL WITNESS POST WAS
 SW0279'SET 1 FOOT WEST OF THE MARK.
 SW0279'
 SW0279'REFERENCE MARK NO. 4, STAMPED ALFORD 1957 NO 4 1967, IS A
 SW0279'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 SW0279'INCHES.  IT IS 37.5 FEET WEST OF THE METAL WITNESS POST, 14 FEET
 SW0279'NORTH OF THE CENTER OF A GRAVEL ROAD, ABOUT 6 INCHES LOWER THAN
 SW0279'THE SURFACE OF THE ROAD AND ABOUT LEVEL WITH THE FIELD.
 SW0279'
 SW0279'TO REACH THE STATION FROM THE GRANT-ADAMS COUNTY LINE GO EAST ON
 SW0279'U.S. HIGHWAY 10 FOR 7.35 MILES TO A DIAGONAL CROSSROAD WHICH IS 1
 SW0279'MILE EAST OF SCHRAG, TURN LEFT AND GO NORTHEASTERLY ON THE BLACKTOP
 SW0279'ROAD FOR 1.8 MILES TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST
 SW0279'1.25 MILES TO THE SUMMIT OF A HILL AND THE MARK ON THE LEFT.
 SW0279
 SW0279                          STATION RECOVERY (1967)
 SW0279
 SW0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SW0279'19.0 MI W FROM RITZVILLE.
 SW0279'THE MARK IS 10 MILES SOUTH AND 1 MILE EAST OF BATUM, 9 MILES EAST OF
 SW0279'THE GRANT-ADAMS COUNTY LINE, 1 MILE NORTH OF U.S. HIGHWAY 10 IN
 SW0279'SECTION 34, T19N, R32E.  REACHED FROM THE GRANT-ADAMS COUNTY LINE BY
 SW0279'GOING EAST ON U.S. HIGHWAY 10 FOR 7.35 MILES TO A DIAGONAL CROSSROAD 1
 SW0279'MILE EAST OF SCHRAG, TURN LEFT AND GO NORTHEASTERLY ON THE BLACKTOP
 SW0279'ROAD FOR 1.8 MILES TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST 1.25
 SW0279'MILES TO THE SUMMIT OF A HILL AND THE MARK ON THE LEFT, 30 FEET NORTH
 SW0279'OF THE CENTER OF THE ROAD, 17 FEET NORTH OF A METAL WITNESS POST, AND
 SW0279'12 INCHES BELOW GROUND.
 SW0279
 SW0279                          STATION RECOVERY (1970)
 SW0279
 SW0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SW0279'THE STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD
 SW0279'CONDITION.  REFERENCE MARK NO. 4 HAD BEEN STRUCK, PROBABLY BY
 SW0279'ROAD MACHINERY AND WAS LEANING.  THE POST AND DISK WERE RESET,
 SW0279'AND THE STAMPING ON THE DISK CHANGED.
 SW0279'
 SW0279'THE STATION IS 19 MILES WEST OF RITZVILLE, 10 MILES SOUTH AND 1
 SW0279'MILE EAST OF BATUM, 9 MILES EAST OF THE COUNTY LINE AND IN SECTION
 SW0279'34, T 19 N, R 32 E.
 SW0279'
 SW0279'TO REACH THE STATION FROM THE GRANT-ADAMS COUNTY LINE, GO EAST ON
 SW0279'U.S. HIGHWAY 10 (WHICH WILL BE INTERSTATE HIGHWAY 90, WHEN
 SW0279'CONSTRUCTED) FOR 7.35 MILES TO A DIAGONAL CROSSROAD WHICH IS 1
 SW0279'MILE EAST OF SCHRAG, TURN LEFT AND GO NORTHEASTERLY ON THE
 SW0279'BLACKTOP ROAD FOR 1.8 MILES TO A GRAVEL ROAD RIGHT, TURN RIGHT AND
 SW0279'GO EAST 1.25 MILES TO THE SUMMIT OF A HILL AND THE STATION ON
 SW0279'THE LEFT.
 SW0279'
 SW0279'THE STATION MARK, STAMPED ALFORD 1957, IS A STANDARD DISK SET IN
 SW0279'CONCRETE 12 INCHES BELOW GROUND.  IT IS 30 FEET NORTH OF THE CENTER
 SW0279'OF THE ROAD AND 17 FEET NORTH OF A METAL WITNESS POST.
 SW0279'
 SW0279'REFERENCE MARK NO. 3, STAMPED ALFORD 1957 NO 3 1967, IS A STANDARD
 SW0279'DISK SET IN A ROUND CONCRETE POST ON THE SLOPE OF THE NORTH
 SW0279'SHOULDER OF THE ROAD, WITH THE NORTH SIDE OF THE MARK EXPOSED.  IT
 SW0279'IS 13 FEET NORTH OF THE CENTER OF THE ROAD, ABOUT 6 INCHES LOWER
 SW0279'THAN THE ROAD SURFACE AND 6 INCHES HIGHER THAN THE LEVEL OF THE
 SW0279'CULTIVATED FIELD.  A METAL WITNESS POST WAS SET 1 FOOT WEST OF
 SW0279'THE MARK.
 SW0279'
 SW0279'REFERENCE MARK NO. 5, STAMPED ALFORD 1957 NO 5 1970, IS A STANDARD
 SW0279'DISK SET IN A SQUARE CONCRETE POST ON THE SHOULDER OF THE ROAD,
 SW0279'15 FEET NORTH OF CENTER OF THE ROAD, 1 FOOT EAST OF A METAL
 SW0279'WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
 SW0279'
 SW0279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SW0279'10 MILES SOUTH AND 1 MILE EAST OF BATUM.
 SW0279
 SW0279                          STATION RECOVERY (2005)
 SW0279
 SW0279'RECOVERY NOTE BY US POWER SQUADRON 2005 (JER)
 SW0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0278 ***********************************************************************
 SW0278  DESIGNATION -  ALFORD RM 1
 SW0278  PID         -  SW0278
 SW0278  STATE/COUNTY-  WA/ADAMS
 SW0278  USGS QUAD   -  SCHRAG (1982)
 SW0278
 SW0278                         *CURRENT SURVEY CONTROL
 SW0278  ___________________________________________________________________
 SW0278* NAD 83(1986)-  47 05 13.     (N)    118 47 07.     (W)     SCALED    
 SW0278* NAVD 88     -       473.060  (meters)    1552.03   (feet)  ADJUSTED  
 SW0278  ___________________________________________________________________
 SW0278  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 SW0278  DYNAMIC HT  -         473.085 (meters)    1552.11  (feet)  COMP
 SW0278  MODELED GRAV-     980,650.6   (mgal)                       NAVD 88
 SW0278
 SW0278  VERT ORDER  -  SECOND    CLASS 0
 SW0278
 SW0278.The horizontal coordinates were scaled from a topographic map and have
 SW0278.an estimated accuracy of +/- 6 seconds.
 SW0278
 SW0278.The orthometric height was determined by differential leveling
 SW0278.and adjusted by the National Geodetic Survey in June 1991..
 SW0278
 SW0278.The geoid height was determined by GEOID03.
 SW0278
 SW0278.The dynamic height is computed by dividing the NAVD 88
 SW0278.geopotential number by the normal gravity value computed on the
 SW0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0278.degrees latitude (g = 980.6199 gals.).
 SW0278
 SW0278.The modeled gravity was interpolated from observed gravity values.
 SW0278
 SW0278;                    North         East    Units  Estimated Accuracy
 SW0278;SPC WA S     -   196,330.      630,190.      MT  (+/- 180 meters Scaled)
 SW0278
 SW0278                          SUPERSEDED SURVEY CONTROL
 SW0278
 SW0278  NGVD 29 (??/??/92)  471.926  (m)         1548.31   (f) ADJ UNCH    2 0
 SW0278
 SW0278.Superseded values are not recommended for survey control.
 SW0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0278.See file dsdata.txt to determine how the superseded data were derived.
 SW0278
 SW0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN644163(NAD 83)
 SW0278_MARKER: DR = REFERENCE MARK DISK
 SW0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0278_STAMPING: ALFORD NO 1 1957
 SW0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0278+STABILITY: SURFACE MOTION
 SW0278
 SW0278  HISTORY     - Date     Condition        Report By
 SW0278  HISTORY     - 1957     MONUMENTED       CGS
 SW0278  HISTORY     - 1967     MARK NOT FOUND   NGS
 SW0278
 SW0278                          STATION DESCRIPTION
 SW0278
 SW0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SW0278'19.0 MI W FROM RITZVILLE.
 SW0278'19.0 MILES WEST AND 0.6 MILES NORTH, ALONG THE NEW PROPOSED ROUTE OF
 SW0278'U.S. HIGHWAY 10 (NEW ROUTE PARALLELS THE OLD HIGHWAY IN THIS AREA)
 SW0278'FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 395 ON THE SOUTH SIDE OF
 SW0278'RITZVILLE, ON THE CREST OF A LOW HILL, 15 FEET NORTH OF THE CENTER OF
 SW0278'THE ROAD, 44.61 FEET EAST OF TRIANGULATION STATION ALFORD, IN THE TOP
 SW0278'OF A SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 SW0278'GROUND.
 SW0278
 SW0278                          STATION RECOVERY (1967)
 SW0278
 SW0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SW0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2498 ***********************************************************************
 SY2498  DESIGNATION -  ALGONA 1936
 SY2498  PID         -  SY2498
 SY2498  STATE/COUNTY-  WA/KING
 SY2498  USGS QUAD   -  POVERTY BAY (1994)
 SY2498
 SY2498                         *CURRENT SURVEY CONTROL
 SY2498  ___________________________________________________________________
 SY2498* NAD 83(1991)-  47 16 44.75523(N)    122 15 30.55208(W)     ADJUSTED  
 SY2498* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 SY2498  ___________________________________________________________________
 SY2498  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 SY2498  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 SY2498
 SY2498  HORZ ORDER  -  SECOND
 SY2498
 SY2498.The horizontal coordinates were established by classical geodetic methods
 SY2498.and adjusted by the National Geodetic Survey in December 1991..
 SY2498
 SY2498.The orthometric height was scaled from a topographic map.
 SY2498
 SY2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2498
 SY2498.The geoid height was determined by GEOID03.
 SY2498
 SY2498;                    North         East     Units Scale Factor Converg.
 SY2498;SPC WA N     -    32,029.542   392,175.200   MT  1.00004852   -1 03 39.8
 SY2498;SPC WA N     -   105,083.59  1,286,661.47   sFT  1.00004852   -1 03 39.8
 SY2498;SPC WA S     -   217,763.382   366,967.201   MT  0.99998804   -1 16 38.5
 SY2498;SPC WA S     -   714,445.36  1,203,958.23   sFT  0.99998804   -1 16 38.5
 SY2498;UTM  10      - 5,236,446.701   556,079.620   MT  0.99963865   +0 32 41.2
 SY2498
 SY2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2498!SPC WA N     -   1.00000009  x   1.00004852  =   1.00004861
 SY2498!SPC WA S     -   1.00000009  x   0.99998804  =   0.99998813
 SY2498!UTM  10      -   1.00000009  x   0.99963865  =   0.99963874
 SY2498
 SY2498:                Primary Azimuth Mark                     Grid Az
 SY2498:SPC WA N     -  WHITE LAKE 1936                          060 08 54.4
 SY2498:SPC WA S     -  WHITE LAKE 1936                          060 21 53.1
 SY2498:UTM  10      -  WHITE LAKE 1936                          058 32 33.4
 SY2498
 SY2498|---------------------------------------------------------------------|
 SY2498| PID    Reference Object                     Distance      Geod. Az  |
 SY2498|                                                           dddmmss.s |
 SY2498| SY2011 WHITE LAKE 1936                     APPROX. 4.2 KM 0590514.6 |
 SY2498|---------------------------------------------------------------------|
 SY2498
 SY2498                          SUPERSEDED SURVEY CONTROL
 SY2498
 SY2498  NAD 83(1986)-  47 16 44.74844(N)    122 15 30.56453(W) AD(       ) 2
 SY2498  NAD 27      -  47 16 45.38800(N)    122 15 26.14000(W) AD(       ) 2
 SY2498
 SY2498.Superseded values are not recommended for survey control.
 SY2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2498.See file dsdata.txt to determine how the superseded data were derived.
 SY2498
 SY2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5608036447(NAD 83)
 SY2498
 SY2498  HISTORY     - Date     Condition        Report By
 SY2498  HISTORY     - 1937     MONUMENTED       WAGS
 SY2498  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY2498  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2498
 SY2498                          STATION DESCRIPTION
 SY2498
 SY2498'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY2498'STATION IS NEAR THE CENTER POINT OF SEC. 26, T.21, R.4, IN SW 1/4
 SY2498'OF THAT SECTION.  ON THE BRICK W VALLEY HIGHWAY WHICH FOLLOWS THE
 SY2498'FOOT OF THE SLOPE ALONG W SIDE OF VALLEY FIND INTERSECTION WITH
 SY2498'THE 20-FOOT CONCRETE HIGHWAY WHICH RUNS W FROM ALGONA.  SEE
 SY2498'HIGHWAY SIGN AUBURN 3 - SUMNER 6 - ALGONA 1/2.  STATION IS ON THE
 SY2498'GRASSY BANK 5 FEET S OF THE E-W CONCRETE PAVEMENT AND 166 FEET
 SY2498'E OF E SIDE OF BRICK PAVEMENT.  STATION IS 18 PACES W OF A
 SY2498'SMALL CULVERT AND 36 PACES, 92 DEG MAGNETIC FROM THE SE CORNER
 SY2498'OF THE BRICK BUILDING WHICH STANDS ON NE CORNER OF HIGHWAY
 SY2498'INTERSECTION.
 SY2498'
 SY2498'STATION MARK IS 12 INCHES BELOW THE SURFACE.
 SY2498
 SY2498                          STATION RECOVERY (1961)
 SY2498
 SY2498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SY2498'POSSIBLY BURIED BESIDE ROAD BED.
 SY2498
 SY2498                          STATION RECOVERY (1963)
 SY2498
 SY2498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2498'THE MARK WAS NOT FOUND.  MEASUREMENTS TO THE BUILDINGS AND THE EDGES
 SY2498'OF THE ROADS INTERSECTED NICELY, AND A TRENCH 5 FEET LONG WAS DUG
 SY2498'WELL OVER A FOOT DEEP 5 FEET SOUTH OF THE EDGE OF THE PAVEMENT, BUT
 SY2498'THE MARK WAS NOT FOUND.  A GAS LINE CROSSES THE ROAD A COUPLE OF
 SY2498'FEET EAST OF THIS POINT, AND IT IS POSSIBLE THE MARK WAS
 SY2498'DISTURBED WHEN THE GAS LINE WAS LAID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2530 ***********************************************************************
 SY2530  DESIGNATION -  ALGONA DIST 124 STANDPIPE 2A
 SY2530  PID         -  SY2530
 SY2530  STATE/COUNTY-  WA/KING
 SY2530  USGS QUAD   -  POVERTY BAY (1994)
 SY2530
 SY2530                         *CURRENT SURVEY CONTROL
 SY2530  ___________________________________________________________________
 SY2530* NAD 83(1991)-  47 16 52.07078(N)    122 17 21.01489(W)     ADJUSTED  
 SY2530* NAVD 88     -                                                        
 SY2530  ___________________________________________________________________
 SY2530  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 SY2530  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 SY2530
 SY2530  HORZ ORDER  -  THIRD
 SY2530
 SY2530.The horizontal coordinates were established by classical geodetic methods
 SY2530.and adjusted by the National Geodetic Survey in December 1991..
 SY2530
 SY2530
 SY2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2530
 SY2530.The geoid height was determined by GEOID03.
 SY2530
 SY2530;                    North         East     Units Scale Factor Converg.
 SY2530;SPC WA N     -    32,298.888   389,858.238   MT  1.00004801   -1 05 02.0
 SY2530;SPC WA N     -   105,967.27  1,279,059.90   sFT  1.00004801   -1 05 02.0
 SY2530;SPC WA S     -   218,041.445   364,651.410   MT  0.99998847   -1 17 58.7
 SY2530;SPC WA S     -   715,357.64  1,196,360.50   sFT  0.99998847   -1 17 58.7
 SY2530;UTM  10      - 5,236,650.922   553,756.974   MT  0.99963551   +0 31 20.1
 SY2530
 SY2530                          SUPERSEDED SURVEY CONTROL
 SY2530
 SY2530  NAD 83(1986)-  47 16 52.06438(N)    122 17 21.02763(W) AD(       ) 4
 SY2530  NAD 27      -  47 16 52.70287(N)    122 17 16.59134(W) AD(       ) 3
 SY2530
 SY2530.Superseded values are not recommended for survey control.
 SY2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2530.See file dsdata.txt to determine how the superseded data were derived.
 SY2530
 SY2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5375736651(NAD 83)
 SY2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY2530+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 SY2530
 SY2530  HISTORY     - Date     Condition        Report By
 SY2530  HISTORY     - 1973     MONUMENTED       NGS
 SY2530  HISTORY     - 1987     GOOD             USPSQD
 SY2530  HISTORY     - 20040720 GOOD             USPSQD
 SY2530
 SY2530                          STATION DESCRIPTION
 SY2530
 SY2530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2530'THE POINT INTERSECTED WAS THE TOP CENTER OF THE KING COUNTY WATER
 SY2530'DISTRICT 124 STANDPIPE NO. 2A, WHICH IS ABOUT 2-3/4 MILES SOUTH OF
 SY2530'FEDERAL WAY, 2 MILES WEST OF ALGONA AND 1 MILE SOUTHEAST OF THE
 SY2530'JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 18.  THE
 SY2530'STANDPIPE IS PAINTED LIGHT GREEN, HAS SPIRAL STEPS TO THE TOP AND
 SY2530'IS ABOUT 95 FEET HIGH.
 SY2530'
 SY2530'TO REACH FROM THE INTERSECTION OF 34TH AVE S AND S 356TH ST.,
 SY2530'ABOUT 2 MILES WEST OF ALGONA, GO EAST ON S 356TH ST. FOR 0.1 MILE
 SY2530'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO THE
 SY2530'STANDPIPE INSIDE A FENCE.
 SY2530
 SY2530                          STATION RECOVERY (1987)
 SY2530
 SY2530'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY2530'RECOVERED IN GOOD CONDITION.
 SY2530
 SY2530                          STATION RECOVERY (2004)
 SY2530
 SY2530'RECOVERY NOTE BY US POWER SQUADRON 2004
 SY2530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1471 ***********************************************************************
 SX1471  DESIGNATION -  ALICE
 SX1471  PID         -  SX1471
 SX1471  STATE/COUNTY-  WA/KING
 SX1471  USGS QUAD   -  SNOQUALMIE (1993)
 SX1471
 SX1471                         *CURRENT SURVEY CONTROL
 SX1471  ___________________________________________________________________
 SX1471* NAD 83(1991)-  47 32 45.00274(N)    121 51 47.27367(W)     ADJUSTED  
 SX1471* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 SX1471  ___________________________________________________________________
 SX1471  LAPLACE CORR-          12.03  (seconds)                    DEFLEC99
 SX1471  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 SX1471
 SX1471  HORZ ORDER  -  THIRD
 SX1471
 SX1471.The horizontal coordinates were established by classical geodetic methods
 SX1471.and adjusted by the National Geodetic Survey in December 1991..
 SX1471
 SX1471.The orthometric height was scaled from a topographic map.
 SX1471
 SX1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1471
 SX1471.The geoid height was determined by GEOID03.
 SX1471
 SX1471;                    North         East     Units Scale Factor Converg.
 SX1471;SPC WA N     -    61,205.669   422,481.831   MT  0.99999177   -0 46 00.1
 SX1471;SPC WA N     -   200,805.60  1,386,092.47   sFT  0.99999177   -0 46 00.1
 SX1471;UTM  10      - 5,266,449.809   585,546.424   MT  0.99968993   +0 50 19.9
 SX1471
 SX1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1471!SPC WA N     -   0.99996993  x   0.99999177  =   0.99996170
 SX1471!UTM  10      -   0.99996993  x   0.99968993  =   0.99965987
 SX1471
 SX1471|---------------------------------------------------------------------|
 SX1471| PID    Reference Object                     Distance      Geod. Az  |
 SX1471|                                                           dddmmss.s |
 SX1471| CF4048 ALICE RM                              6.309 METERS 19715     |
 SX1471| SX1461 MARIE                               APPROX. 3.5 KM 3503619.2 |
 SX1471|---------------------------------------------------------------------|
 SX1471
 SX1471                          SUPERSEDED SURVEY CONTROL
 SX1471
 SX1471  NAD 83(1986)-  47 32 44.99301(N)    121 51 47.27980(W) AD(       ) 3
 SX1471  NAD 27      -  47 32 45.63000(N)    121 51 42.86900(W) AD(       ) 3
 SX1471
 SX1471.Superseded values are not recommended for survey control.
 SX1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1471.See file dsdata.txt to determine how the superseded data were derived.
 SX1471
 SX1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8554666450(NAD 83)
 SX1471_MARKER: DS = TRIANGULATION STATION DISK
 SX1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1471_SP_SET: CONCRETE POST
 SX1471_MARK LOGO: CGS   
 SX1471_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1471+STABILITY: SURFACE MOTION
 SX1471
 SX1471  HISTORY     - Date     Condition        Report By
 SX1471  HISTORY     - 1937     MONUMENTED       WAGS
 SX1471  HISTORY     - 1937     GOOD             CGS
 SX1471  HISTORY     - 1965     GOOD             BPA
 SX1471  HISTORY     - 1973     GOOD             NGS
 SX1471  HISTORY     - 1973     GOOD             WA-033
 SX1471  HISTORY     - 19810605 GOOD             WADT
 SX1471
 SX1471                          STATION DESCRIPTION
 SX1471
 SX1471'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1471'STATION IS LOCATED ON THE W END OF A RIDGE RUNNING E AND W WHICH
 SX1471'IS ABOUT 1 MILE, AIRLINE, ESE OF FALLS CITY, ABOUT 3/4 MILE S OF
 SX1471'U.S. HIGHWAY 10, AND APPROXIMATELY 1/4 MILE S OF A RAILROAD TRACK
 SX1471'WHICH RUNS E AND W ON THE S SLOPE OF THE SNOQUALMIE RIVER VALLEY.
 SX1471'
 SX1471'STATION IS REACHED AS FOLLOWS--FROM FALL CITY BRIDGE OVER
 SX1471'SNOQUALMIE RIVER ON PAVED HIGHWAY 10, RUN E TOWARDS NORTH BEND,
 SX1471'1.4 MILES TO THREE WAY FORK.  TAKE GRAVEL ROAD RUNNING SE ON
 SX1471'RIGHT AND GO 0.45 MILE TO SMALL BRIDGE CROSSING CREEK.  CONTINUE
 SX1471'0.35 MILE, CROSS SUSPENSION BRIDGE ACROSS RIVER ON RIGHT AND
 SX1471'TURN LEFT.  CONTINUE 0.05 MILE TO GATE BARRING SMALL DIRT ROAD
 SX1471'RUNNING STEEPLY UPHILL PARALLELING RIVER.  GO THROUGH GATE AND
 SX1471'RUN 0.6 MILE TO RAILROAD TRACK.  PARK HERE.  GO W DOWN
 SX1471'RAILROAD TRACK APPROXIMATELY 400 YARDS TO METAL FLAG ON LEFT
 SX1471'SIDE OF TRACK READING 10, CONTINUE ABOUT 100 YARDS PAST
 SX1471'RAVINE ON LEFT TO FLAG AND BLAZED TRAIL.  FOLLOW TRAIL
 SX1471'DIRECTLY UPHILL TO STATION AT THE TOP ON THE N TIP OF THE
 SX1471'RIDGE.
 SX1471
 SX1471                          STATION RECOVERY (1937)
 SX1471
 SX1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 SX1471'RECOVERED IN GOOD CONDITION.
 SX1471
 SX1471                          STATION RECOVERY (1965)
 SX1471
 SX1471'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1965
 SX1471'RECOVERED STATION AND REFERENCE MARK IN GOOD CONDITION.  SUSPENSION
 SX1471'BRIDGE MENTIONED IN ORIGINAL DESCRIPTION NO LONGER EXISTS.  A NEW
 SX1471'DESCRIPTION FOLLOWS.
 SX1471'
 SX1471'FROM SOUTH END OF BRIDGE OVER SNOQUALMIE RIVER IN FALL CITY
 SX1471'GO SOUTH 0.3 MILE TO DAVID POWELL ROAD ON LEFT.  TURN LEFT AND GO
 SX1471'2.4 MILES TO A Y.  TAKE LEFT ROAD (GRAVEL) UPHILL PARALLELING
 SX1471'RIVER FOR 0.2 MILE TO TOP OF HILL AND T-ROAD.  TURN RIGHT AND
 SX1471'CONTINUE UPHILL 0.4 MILE TO A GATE AND RAILROAD TRACKS JUST
 SX1471'BEYOND.  PARK HERE AND WALK WEST DOWN RAILROAD TRACKS APPROX.
 SX1471'600 YDS TO METAL FLAG ON LEFT SIDE OF TRACKS READING 10,
 SX1471'CONTINUE 80 YDS TO BLAZED, WELL DEFINED TRAIL ON LEFT.
 SX1471'FOLLOW TRAIL UPHILL AROUND WEST END OF RIDGE, THENCE UP SW
 SX1471'SIDE TO THE TOP AND STATION ON A NORTH TIP NEAR THE WEST END
 SX1471'OF THE E AND W RIDGE.
 SX1471'
 SX1471'THE REFERENCE TREES, ETC., MENTIONED IN ORIGINAL DESCRIPTION
 SX1471'STILL REMAIN.  THE 10 IN FIR BEARING S 12 DEG E AT 13 FT WAS
 SX1471'MARKED WITH A TRIANGLE BLAZE.  IT NOW MEASURES 14 IN DIA.
 SX1471
 SX1471                          STATION RECOVERY (1973)
 SX1471
 SX1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SX1471'NO OBSERVATIONS MADE DURING THIS VISIT.
 SX1471'
 SX1471'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 SX1471'CONDITION AND THE DISTANCE TO THE REFERENCE MARK WAS
 SX1471'VERIFIED.  DIRECTIONS FOR REACHING STATION ARE OBSOLETE.  A
 SX1471'COMPLETE NEW DESCRIPTION FOLLOWS--
 SX1471'
 SX1471'THE STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF FALL CITY, 0.7
 SX1471'MILE SOUTHWEST OF THE SNOQUALMIE RIVER, 200 YARDS WEST OF A
 SX1471'STEEL TOWER, HIGH TENSION POWER LINE AND IN THE SOUTHWEST QUARTER
 SX1471'OF SECTION 24, T 24 N, R 7 E.
 SX1471'
 SX1471'REACHED FROM THE BLINKER LIGHT AT THE INTERSECTION AT THE SOUTH
 SX1471'END OF THE BRIDGE OVER THE SNOQUALMIE RIVER ON STATE HIGHWAY
 SX1471'202, IN FALL CITY, BY GOING SOUTH ON THE FALL CITY-PRESTON ROAD
 SX1471'FOR 0.6 MILE, TURN LEFT AND GO EAST ON SE 47 STREET FOR 0.2 MILE,
 SX1471'KEEP RIGHT ON LAKE ALICE ROAD FOR 2.0 MILES, THEN LEFT ON SE 73
 SX1471'PLACE FOR 0.55 MILE TO A PUBLIC FISHING AREA ON THE RIGHT AT THE
 SX1471'SOUTHEASTERN END OF LAKE ALICE.  CONTINUE WESTERLY ON SE 78
 SX1471'PLACE 0.15 MILE.  TURN LEFT AND GO ABOUT 10 YARDS, KEEP RIGHT
 SX1471'FORK 0.1 MILE TO AN EAST-WEST ROAD BETWEEN TWO WOODEN POLE
 SX1471'POWER LINES, TURN LEFT AND FOLLOW THE POWER LINE ROAD
 SX1471'EASTERLY FOR 1.0 MILE TO A NORTH-SOUTH STEEL TOWER POWER LINE,
 SX1471'TURN LEFT AND FOLLOW POWER LINE ROAD NORTH FOR 1.15 MILES TO A
 SX1471'BULLDOZED TRAIL LEFT, IN A SHALLOW DRAW.  FOLLOW THE TRAIL
 SX1471'WESTERLY ABOUT 175 YARDS TO THE POINT WHERE THE TRAIL MAKES A
 SX1471'SLIGHT BEND TO THE LEFT, LEAVE TRAIL AND GO NORTHWESTERLY THROUGH
 SX1471'THE TIMBER FOR ABOUT 60 YARDS TO THE STEEP DECLINE ON THE NORTH
 SX1471'SIDE OF THE SUMMIT AND THE STATION AT THE POINT WHERE THE STEEP
 SX1471'DECLINE BECOMES MORE GRADUAL AND THE DOWNHILL SLOPE TO THE
 SX1471'WEST INCREASES.
 SX1471'
 SX1471'THE STATION MARK, STAMPED ALICE 1937 KING CO AERIAL, IS A
 SX1471'STANDARD DISK SET 2 INCHES BELOW GROUND, 21.5 FEET WEST-SOUTHWEST
 SX1471'OF THE CENTER OF A 3-FOOT STUMP AT THE NORTH EDGE OF THE SUMMIT,
 SX1471'20 FEET EAST-NORTHEAST OF A 12-FOOT HIGH SNAG, 13 FEET NORTH OF
 SX1471'A WITNESS POST SIGN ON A 20-INCH BLAZED PINE TREE, 6 FEET SOUTH
 SX1471'OF THE NORTH EDGE OF THE SUMMIT AND 1.3 FEET EAST OF A METAL
 SX1471'WITNESS POST.
 SX1471'
 SX1471'THE REFERENCE MARK, STAMPED KING CO AERIAL ALICE 1937, IS A
 SX1471'STANDARD REFERENCE MARK DISK SET IN A BOULDER WHICH PROJECTS 1
 SX1471'INCH.  IT IS 20 FEET SOUTHEAST OF THE 12-FOOT SNAG AND 10 FEET
 SX1471'SOUTHWEST OF THE WITNESS POST SIGN ON THE 20-INCH PINE TREE.
 SX1471'
 SX1471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SX1471'2-1/2 MILES SOUTHEAST OF FALL CITY.
 SX1471
 SX1471                          STATION RECOVERY (1973)
 SX1471
 SX1471'RECOVERY NOTE BY KING COUNTY WASHINGTON 1973
 SX1471'FROM LAKE ALICE (S. E. END OF LAKE) TRAVEL EAST ON POWER LINE
 SX1471'ACCESS ROAD (ROUGH ONE-LANE DIRT ROAD) APPRX. 1 MILE TO
 SX1471'INTERSECTION OF N-S POWER LINES AND ROAD.  FOLLOW N-S POWER LINE
 SX1471'ROAD APPRX. 1-1/4 MILES TO NORTH.  AT THE END OF ROAD (OVERLOOKS
 SX1471'VALLEY BELOW), PARK, AND WALK APPRX. 550 FT + OR - WEST ALONG
 SX1471'E-W RIDGE TO STATION.  STATION IS NEAR WEST END OF RIDGE.
 SX1471'
 SX1471'STATION IS 20.8 FT S. E. OF 8 IN CEDAR TREE
 SX1471'
 SX1471'STATION IS 20.0 FT EAST OF 20 IN FIR SNAG
 SX1471'
 SX1471'STATION IS 20.7 FT N. E. OF R. M.
 SX1471'
 SX1471'STATION IS 13.0 FT NORTH OF 20 IN FIR TREE
 SX1471'
 SX1471'STATION IS 20.0 FT WEST OF 3 FT STUMP
 SX1471
 SX1471                          STATION RECOVERY (1981)
 SX1471
 SX1471'RECOVERY NOTE BY WA DEPT OF TRANSP 1981
 SX1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0530 ***********************************************************************
 SD0530  DESIGNATION -  ALICE 1921
 SD0530  PID         -  SD0530
 SD0530  STATE/COUNTY-  WA/PACIFIC
 SD0530  USGS QUAD   -  OYSTERVILLE (1994)
 SD0530
 SD0530                         *CURRENT SURVEY CONTROL
 SD0530  ___________________________________________________________________
 SD0530* NAD 83(1991)-  46 31 00.18834(N)    124 03 28.12821(W)     ADJUSTED  
 SD0530* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SD0530  ___________________________________________________________________
 SD0530  LAPLACE CORR-          15.88  (seconds)                    DEFLEC99
 SD0530  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SD0530
 SD0530  HORZ ORDER  -  THIRD
 SD0530
 SD0530.The horizontal coordinates were established by classical geodetic methods
 SD0530.and adjusted by the National Geodetic Survey in December 1991..
 SD0530
 SD0530.The orthometric height was scaled from a topographic map.
 SD0530
 SD0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0530
 SD0530.The geoid height was determined by GEOID03.
 SD0530
 SD0530;                    North         East     Units Scale Factor Converg.
 SD0530;SPC WA S     -   137,688.796   227,092.427   MT  0.99991531   -2 35 03.8
 SD0530;SPC WA S     -   451,733.99    745,052.40   sFT  0.99991531   -2 35 03.8
 SD0530;UTM  10      - 5,152,004.639   418,857.101   MT  0.99968093   -0 46 03.2
 SD0530
 SD0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0530!SPC WA S     -   1.00000333  x   0.99991531  =   0.99991864
 SD0530!UTM  10      -   1.00000333  x   0.99968093  =   0.99968426
 SD0530
 SD0530:                Primary Azimuth Mark                     Grid Az
 SD0530:SPC WA S     -  OYSTER 1921                              359 52 33.2
 SD0530:UTM  10      -  OYSTER 1921                              358 03 32.6
 SD0530
 SD0530|---------------------------------------------------------------------|
 SD0530| PID    Reference Object                     Distance      Geod. Az  |
 SD0530|                                                           dddmmss.s |
 SD0530| SD0528 OYSTER 1921                         APPROX. 3.5 KM 3571729.4 |
 SD0530|---------------------------------------------------------------------|
 SD0530
 SD0530                          SUPERSEDED SURVEY CONTROL
 SD0530
 SD0530  NAD 83(1991)-  46 31 00.18738(N)    124 03 28.12763(W) AD(       ) 3
 SD0530  NAD 83(1986)-  46 31 00.18609(N)    124 03 28.11281(W) AD(       ) 3
 SD0530  NAD 27      -  46 31 00.83798(N)    124 03 23.54905(W) AD(       ) 3
 SD0530
 SD0530.Superseded values are not recommended for survey control.
 SD0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0530.See file dsdata.txt to determine how the superseded data were derived.
 SD0530
 SD0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1885752005(NAD 83)
 SD0530
 SD0530  HISTORY     - Date     Condition        Report By
 SD0530  HISTORY     - 1921     MONUMENTED       CGS
 SD0530  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SD0530
 SD0530                          STATION DESCRIPTION
 SD0530
 SD0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (HCW)
 SD0530'THIS TRAVERSE STATION IS ON THE OCEAN BEACH, ABOUT 10 METERS E OF
 SD0530'HIGH WATER, AND ABOUT ONE MILE N OF THE MAST OF THE OLD WRECK
 SD0530'KNOWN AS THE ALICE WHICH IS ABOUT ONE MILE N OF OCEAN PARK.
 SD0530'
 SD0530'IT IS MARKED BY A BEER BOTTLE BURIED UNDERGROUND ABOUT FOUR FEET
 SD0530'AND ON THE SURFACE BY A SPRUCE STAKE, BRACED FOUR WAYS AND
 SD0530'PROJECTING ABOUT ONE FOOT ABOVE THE SURFACE OF THE GROUND, WITH
 SD0530'A TACK IN THE CENTER OF THE TOP.  THERE ARE NO REFERENCE MARKS,
 SD0530'AND THE STATION CANNOT BE CONSIDERED PERMANENT ON ACCOUNT OF THE
 SD0530'SHIFTING SANDS.
 SD0530
 SD0530                          STATION RECOVERY (1926)
 SD0530
 SD0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (JMS)
 SD0530'THIS STATION COULD NOT BE RECOVERED, AFTER A VERY THOROUGH
 SD0530'SEARCH.  HAS PROBABLY BEEN DESTROYED BY DRIFT, AS THERE IS
 SD0530'DRIFTWOOD ALL AROUND THE VICINITY.  A NEW STATION ALICE 2 WAS
 SD0530'ESTABLISHED IN THE IMMEDIATE LOCALITY (ABOUT 150 METERS AWAY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0529 ***********************************************************************
 SD0529  DESIGNATION -  ALICE 2
 SD0529  PID         -  SD0529
 SD0529  STATE/COUNTY-  WA/PACIFIC
 SD0529  USGS QUAD   -  OYSTERVILLE (1994)
 SD0529
 SD0529                         *CURRENT SURVEY CONTROL
 SD0529  ___________________________________________________________________
 SD0529* NAD 83(1991)-  46 31 06.59028(N)    124 03 27.76900(W)     ADJUSTED  
 SD0529* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SD0529  ___________________________________________________________________
 SD0529  LAPLACE CORR-          15.86  (seconds)                    DEFLEC99
 SD0529  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SD0529
 SD0529  HORZ ORDER  -  THIRD
 SD0529
 SD0529.The horizontal coordinates were established by classical geodetic methods
 SD0529.and adjusted by the National Geodetic Survey in December 1991..
 SD0529
 SD0529.The orthometric height was scaled from a topographic map.
 SD0529
 SD0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0529
 SD0529.The geoid height was determined by GEOID03.
 SD0529
 SD0529;                    North         East     Units Scale Factor Converg.
 SD0529;SPC WA S     -   137,885.914   227,108.988   MT  0.99991527   -2 35 03.5
 SD0529;SPC WA S     -   452,380.70    745,106.74   sFT  0.99991527   -2 35 03.5
 SD0529;UTM  10      - 5,152,202.136   418,867.402   MT  0.99968091   -0 46 03.1
 SD0529
 SD0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0529!SPC WA S     -   1.00000333  x   0.99991527  =   0.99991860
 SD0529!UTM  10      -   1.00000333  x   0.99968091  =   0.99968424
 SD0529
 SD0529|---------------------------------------------------------------------|
 SD0529| PID    Reference Object                     Distance      Geod. Az  |
 SD0529|                                                           dddmmss.s |
 SD0529| DD9310 ALICE 2 RM 1                         34.840 METERS 06903     |
 SD0529| DD9311 ALICE 2 RM 2                         45.280 METERS 13801     |
 SD0529| SD0544 PARK 2                              APPROX. 3.5 KM 1753402.7 |
 SD0529|---------------------------------------------------------------------|
 SD0529
 SD0529                          SUPERSEDED SURVEY CONTROL
 SD0529
 SD0529  NAD 83(1991)-  46 31 06.58938(N)    124 03 27.76833(W) AD(       ) 3
 SD0529  NAD 83(1986)-  46 31 06.58932(N)    124 03 27.74959(W) AD(       ) 3
 SD0529  NAD 27      -  46 31 07.23915(N)    124 03 23.16521(W) AD(       ) 3
 SD0529
 SD0529.Superseded values are not recommended for survey control.
 SD0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0529.See file dsdata.txt to determine how the superseded data were derived.
 SD0529
 SD0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1886752202(NAD 83)
 SD0529_MARKER: Z = SEE DESCRIPTION
 SD0529_SETTING: 0 = UNSPECIFIED SETTING
 SD0529
 SD0529  HISTORY     - Date     Condition        Report By
 SD0529  HISTORY     - 1926     MONUMENTED       CGS
 SD0529  HISTORY     - 1948     SEE DESCRIPTION  WADPL
 SD0529  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SD0529  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SD0529
 SD0529                          STATION DESCRIPTION
 SD0529
 SD0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (JMS)
 SD0529'THIS STATION IS LOCATED ABOUT 10 METERS E OF THE HIGH-WATER LINE, ON
 SD0529'THE OCEAN BEACH, ABOUT 1-3/4 MILES N OF THE ROAD FROM THE OCEAN
 SD0529'BEACH TO OCEAN PARK, AND 1 MILE N OF THE MAST OF THE WRECK ALICE.
 SD0529'
 SD0529'THE SURFACE MARK IS A STANDARD DISK SET IN A 7-INCH ROUND RED TILE
 SD0529'FILLED WITH CONCRETE WHICH IN TURN IS SET IN AN IRREGULAR MASS OF
 SD0529'CONCRETE 3-1/2 FEET DEEP.  THE TILE PROTRUDES ABOUT 5 INCHES ABOVE
 SD0529'THE GROUND.  A BENCH CONSISTING OF TWO 2- BY 4-INCH STAKES DRIVEN
 SD0529'WELL IN THE SAND AND A HORIZONTAL 2- BY 4-INCH STAKE JOINING THEM,
 SD0529'WAS BUILT AT THE STATION TO SUPPORT THE POLE BEARING THE TARGET.
 SD0529'
 SD0529'UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING A GLASS BOTTLE, AS
 SD0529'DESCRIBED IN NOTE 7D.
 SD0529'
 SD0529'REFERENCE MARK NO.1 BEARS NE OF THE STATION, AND IS A STANDARD DISK
 SD0529'SET IN A 5-INCH ROUND RED TILE FILLED WITH CONCRETE, (BASE OF
 SD0529'CONCRETE 3-1/2 FEET DEEP), WHICH PROTRUDES 6 INCHES ABOVE THE
 SD0529'GROUND.
 SD0529'
 SD0529'REFERENCE MARK NO.2 BEARS SE OF THE STATION AND IS SIMILAR TO NO.1.
 SD0529
 SD0529                          STATION RECOVERY (1948)
 SD0529
 SD0529'RECOVERY NOTE BY WA DEPT OF PUB LANDS 1948 (JWT)
 SD0529'STATION AND REFERENCE MARKS WERE RECOVERED.  STATION IS ON OCEAN
 SD0529'SIDE OF SAND DUNES 8 FEET BELOW THE SURFACE OF THE SAND.  AN 8-INCH
 SD0529'BY 9-1/2-FOOT POST WAS PLACED ON TOP OF THE STATION WITH A
 SD0529'GALVANIZED NAIL IN TOP DIRECTLY ABOVE STATION.  THE POST PROJECTS 2
 SD0529'FEET ABOVE GROUND.  CARVED ON SIDE OF POST IS ALICE 2.  ELEVATION AT
 SD0529'MLLW IS 21.11 FEET.  ELEVATION OF GALVANIZED NAIL ON TOP OF POST IS
 SD0529'30.64 FEET.
 SD0529'
 SD0529'AZ-3 IS SET 2933.21 FEET SE OF STATION.  IT IS A STANDARD DEPARTMENT
 SD0529'OF PUBLIC LANDS MONUMENT SET IN CONCRETE FLUSH WITH GROUND.  THE PIPE
 SD0529'AND CAP PROJECTS 8 INCHES ABOVE THE CONCRETE.  A POST WAS SET 3 FEET
 SD0529'N AND S OF MARK.  TO REACH THE MARK, CONTINUE N FROM INTERSECTION OF
 SD0529'BAY ST. AND SECONDARY STATE HIGHWAY 12A IN OCEAN PARK TO POINT WHERE
 SD0529'ROAD TURNS SHARPLY E.  APPROXIMATELY 1.3 MILES FROM INTERSECTION.
 SD0529'FOLLOW ROAD LEADING W TO END, A TRAIL LEADS FROM END OF ROAD TO TOP
 SD0529'OF DUNES.  MONUMENT IS 500 FEET S ON TOP OF FIRST DUNE FROM WHICH A
 SD0529'FULL VIEW OF OCEAN PARK INSTITUTE MAY BE HAD.  THERE ARE WOODEN
 SD0529'CROSSES 300 FEET S OF THE MARK.
 SD0529'
 SD0529'AZ-4 IS SET 1174.96 FEET S OF AZ-3.  IT IS A STANDARD DEPARTMENT OF
 SD0529'PUBLIC LANDS MONUMENT SET IN CONCRETE FLUSH WITH GROUND.  THE PIPE
 SD0529'AND CAP PROJECTS 12 INCHES ABOVE THE CONCRETE.  A POST WAS SET 3
 SD0529'FEET E OF MARK.  TO REACH MARK, TURN W FROM THE ABOVE DESCRIBED
 SD0529'ROAD, 1.1 MILES N OF INTERSECTION IN OCEAN PARK, FIRST ROAD LEADING W
 SD0529'SOUTH OF OCEAN PARK INSTITUTE, FOLLOW ROAD TO END, TAKE TRAIL TO
 SD0529'TOP OF DUNES.  MONUMENT IS 150 FEET N OF FIRST HIGH DUNE.  A WATER
 SD0529'TANK IS 500 FEET NE OF MARK.
 SD0529'
 SD0529'AZ-3 COORD. WASH. S. ZONE--X = 1,105,765.77 Y = 494,602.17 ELEV. AT
 SD0529'MLLW 62.54 FEET.
 SD0529'
 SD0529'AZ-4 COORD. WASH. S. ZONE--X = 1,105,758.33 Y = 448,427.23 ELEV. AT
 SD0529'MLLW 69.62 FEET.
 SD0529
 SD0529                          STATION RECOVERY (1953)
 SD0529
 SD0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SD0529'RECOVERED
 SD0529'
 SD0529'STATION MARK WAS RECOVERED IN GOOD CONDITION BUT IS IN DANGER OF
 SD0529'DESTRUCTION BY EROSION IN THE NEAR FUTURE.  THE REFERENCE MARKS
 SD0529'WERE NOT RECOVERED AS THEY ARE PROBABLY IN PLACE BUT BURIED UNDER
 SD0529'ABOUT 10 FEET OF SAND.  PREVIOUS DESCRIPTION INADEQUATE.  A NEW
 SD0529'DESCRIPTION FOLLOWS--
 SD0529'
 SD0529'ABOUT 1-3/4 MILES NORTH OF BAY AVENUE IN OCEAN PARK, 1 MILE NORTH
 SD0529'OF THE WRECK ALICE, ABOUT 2 METERS EAST OF THE HIGH WATER LINE,
 SD0529'ABOUT 3 FEET ABOVE THE GENERAL LEVEL OF THE BEACH ON THE FACE OF A
 SD0529'CRUMBLING SAND BLUFF.  THE WITNESS POST MENTIONED IN THE 1948
 SD0529'RECOVERY NOTE WAS MOVED ABOUT 26 FEET EAST (MAGNETIC BEARING) OF THE
 SD0529'STATION.  IT PROJECTS 6 FEET.  THE ELEVATION 30.64 FEET NO LONGER
 SD0529'APPLIES TO THE TOP OF THE POST.
 SD0529
 SD0529                          STATION RECOVERY (1957)
 SD0529
 SD0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SD0529'NO EVIDENCE OF THIS STATION WAS FOUND AFTER A 15 MINUTE SEARCH.  IT
 SD0529'PROBABLY HAS BEEN DESTROYED BY EROSION OF THE NARROW SAND RIDGE
 SD0529'ALONG THE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1438 ***********************************************************************
 SW1438  DESIGNATION -  ALKALI 1934
 SW1438  PID         -  SW1438
 SW1438  STATE/COUNTY-  WA/GRANT
 SW1438  USGS QUAD   -  HARTLINE NW (1968)
 SW1438
 SW1438                         *CURRENT SURVEY CONTROL
 SW1438  ___________________________________________________________________
 SW1438* NAD 83(1991)-  47 42 50.18655(N)    119 14 54.05546(W)     ADJUSTED  
 SW1438* NAVD 88     -       672.7    (meters)    2207.     (feet)  VERTCON   
 SW1438  ___________________________________________________________________
 SW1438  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 SW1438  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 SW1438
 SW1438  HORZ ORDER  -  SECOND
 SW1438
 SW1438.The horizontal coordinates were established by classical geodetic methods
 SW1438.and adjusted by the National Geodetic Survey in December 1991..
 SW1438
 SW1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1438
 SW1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1438
 SW1438.The geoid height was determined by GEOID03.
 SW1438
 SW1438;                    North         East     Units Scale Factor Converg.
 SW1438;SPC WA S     -   265,373.732   593,926.447   MT  1.00010947   +0 54 33.1
 SW1438;SPC WA S     -   870,646.99  1,948,573.68   sFT  1.00010947   +0 54 33.1
 SW1438;UTM  11      - 5,286,955.126   331,362.270   MT  0.99994948   -1 39 49.3
 SW1438
 SW1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1438!SPC WA S     -   0.99989768  x   1.00010947  =   1.00000714
 SW1438!UTM  11      -   0.99989768  x   0.99994948  =   0.99984716
 SW1438
 SW1438:                Primary Azimuth Mark                     Grid Az
 SW1438:SPC WA S     -  SPRING 1934                              237 18 39.2
 SW1438:UTM  11      -  SPRING 1934                              239 53 01.6
 SW1438
 SW1438|---------------------------------------------------------------------|
 SW1438| PID    Reference Object                     Distance      Geod. Az  |
 SW1438|                                                           dddmmss.s |
 SW1438| SW1442 SPRING 1934                         APPROX. 4.6 KM 2381312.3 |
 SW1438|---------------------------------------------------------------------|
 SW1438
 SW1438                          SUPERSEDED SURVEY CONTROL
 SW1438
 SW1438  NAD 83(1986)-  47 42 50.19516(N)    119 14 54.04849(W) AD(       ) 2
 SW1438  NAD 27      -  47 42 50.66900(N)    119 14 49.94700(W) AD(       ) 2
 SW1438  NGVD 29 (07/19/86)  671.5    (m)         2203.     (f) VERT ANG       
 SW1438
 SW1438.Superseded values are not recommended for survey control.
 SW1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1438.See file dsdata.txt to determine how the superseded data were derived.
 SW1438
 SW1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN3136286955(NAD 83)
 SW1438_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1438_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1438+STABILITY: SURFACE MOTION
 SW1438
 SW1438  HISTORY     - Date     Condition        Report By
 SW1438  HISTORY     - 1934     MONUMENTED       BOR
 SW1438  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SW1438
 SW1438                          STATION DESCRIPTION
 SW1438
 SW1438'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1438'LOCATED ON LOW SAGE-COVERED SCABROCK RIDGE ABOUT 800 FEET W AND A
 SW1438'LITTLE N OF 1/4 S. 25/36.  STATION MARK SET ACCORDING TO NOTE 1A.
 SW1438'
 SW1438'TO REACH FROM POST OFFICE IN COULEE CITY (0.0 MILES), DRIVE E ON
 SW1438'HIGHWAY, FOLLOW U.S. HIGHWAY 10 TO 4.4 MILES.  4.40, TURN LEFT OFF
 SW1438'HIGHWAY 10 AND FOLLOW DIRT ROAD N.  8.60, PASS RANCH.  8.90,
 SW1438'STRAIGHT AHEAD THROUGH GATE AND TURN LEFT (W) ALONG FENCE AND EDGE
 SW1438'OF CULTIVATED FIELD.  9.20, THROUGH FENCE AND CONTINUE W BY BEST
 SW1438'ROUTE (FOLLOW TRAIL ACROSS SMALL SWALE, THEN UPHILL TO FENCE
 SW1438'AGAIN, 9.40 MILES).  CONTINUE W TO STATION, 9.70.
 SW1438'
 SW1438'HEIGHT OF STAND ABOVE STATION MARK - 1.24 METERS.
 SW1438
 SW1438                          STATION RECOVERY (1937)
 SW1438
 SW1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LAM)
 SW1438'RECOVERED.  ROADS PASS CLOSE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4632 ***********************************************************************
 SY4632  DESIGNATION -  ALKI ALKI SW BASE
 SY4632  PID         -  SY4632
 SY4632  STATE/COUNTY-  WA/KING
 SY4632  USGS QUAD   -  TACOMA NORTH (1994)
 SY4632
 SY4632                         *CURRENT SURVEY CONTROL
 SY4632  ___________________________________________________________________
 SY4632* NAD 83(1991)-  47 34 33.85858(N)    122 25 13.60558(W)     ADJUSTED  
 SY4632* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY4632  ___________________________________________________________________
 SY4632  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 SY4632  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SY4632
 SY4632  HORZ ORDER  -  FIRST
 SY4632
 SY4632.The horizontal coordinates were established by classical geodetic methods
 SY4632.and adjusted by the National Geodetic Survey in December 1991..
 SY4632
 SY4632.The orthometric height was scaled from a topographic map.
 SY4632
 SY4632.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4632
 SY4632.The geoid height was determined by GEOID03.
 SY4632
 SY4632;                    North         East     Units Scale Factor Converg.
 SY4632;SPC WA N     -    65,280.075   380,604.162   MT  0.99998668   -1 10 53.9
 SY4632;SPC WA N     -   214,173.05  1,248,698.82   sFT  0.99998668   -1 10 53.9
 SY4632;UTM  10      - 5,269,346.838   543,585.046   MT  0.99962334   +0 25 40.1
 SY4632
 SY4632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4632!SPC WA N     -   1.00000336  x   0.99998668  =   0.99999004
 SY4632!UTM  10      -   1.00000336  x   0.99962334  =   0.99962670
 SY4632
 SY4632:                Primary Azimuth Mark                     Grid Az
 SY4632:SPC WA N     -  FOUR MILE LIGHT                          005 27 17.9
 SY4632:UTM  10      -  FOUR MILE LIGHT                          003 50 43.9
 SY4632
 SY4632|---------------------------------------------------------------------|
 SY4632| PID    Reference Object                     Distance      Geod. Az  |
 SY4632|                                                           dddmmss.s |
 SY4632| SY4764 FOUR MILE LIGHT                     APPROX. 7.0 KM 0041624.0 |
 SY4632| CF7110 ALKI ALKI SW BASE RM 3               21.820 METERS 02044     |
 SY4632| SY4621 MYRTLE STREET TANK                  APPROX. 5.2 KM 1413844.5 |
 SY4632| SY4638 BLAKE ISLAND EAST LIGHT             APPROX. 6.0 KM 2292247.9 |
 SY4632| CF7108 ALKI ALKI SW BASE RM 1               12.762 METERS 26600     |
 SY4632| SY4641 RESTORATION RESET                   APPROX. 4.5 KM 2805507.4 |
 SY4632| SY4588 BLAKELY ROCK LIGHT 1921             APPROX. 5.0 KM 2942647.8 |
 SY4632| SY5164 BAINBRIDGE IS RADIO KETO S MST      APPROX.11.5 KM 3192434.0 |
 SY4632| SY5175 BAINBRIDGE IS RADIO KETO N MST      APPROX.11.5 KM 3194333.0 |
 SY4632| CF7109 ALKI ALKI SW BASE RM 2               20.900 METERS 33658     |
 SY4632|---------------------------------------------------------------------|
 SY4632
 SY4632                          SUPERSEDED SURVEY CONTROL
 SY4632
 SY4632  NAD 83(1986)-  47 34 33.85284(N)    122 25 13.61133(W) AD(       ) 1
 SY4632  NAD 27      -  47 34 34.50200(N)    122 25 09.15200(W) AD(       ) 1
 SY4632
 SY4632.Superseded values are not recommended for survey control.
 SY4632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4632.See file dsdata.txt to determine how the superseded data were derived.
 SY4632
 SY4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4358569347(NAD 83)
 SY4632_MARKER: DS = TRIANGULATION STATION DISK
 SY4632_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY4632
 SY4632  HISTORY     - Date     Condition        Report By
 SY4632  HISTORY     - 1921     MONUMENTED       CGS
 SY4632  HISTORY     - 1934     GOOD             CGS
 SY4632  HISTORY     - 1936     GOOD             CGS
 SY4632  HISTORY     - 1963     GOOD             CGS
 SY4632  HISTORY     - 1974     GOOD             NGS
 SY4632  HISTORY     - 1976     GOOD             NGS
 SY4632  HISTORY     - 1983     GOOD             USPSQD
 SY4632
 SY4632                          STATION DESCRIPTION
 SY4632
 SY4632'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4632'STATION IS LOCATED ON THE EASTERN SHORE OF PUGET SOUND, AT THE
 SY4632'ENTRANCE TO ELLIOTT BAY, ON ALKI POINT.  IT IS LOCATED IN THE
 SY4632'YARD (NW PART) OF THE LIGHTHOUSE RESERVATION.  A STANDARD REFERENCE
 SY4632'MARK, AT THE W FENCE LINE, AND FROM THIS
 SY4632'POINT THE STATION IS ON RANGE WITH THE FRONT DOOR OF THE NORTHERN
 SY4632'OF THE TWO LIGHTHOUSE KEEPERS RESIDENCES.  DISTANCE TO SE CORNER
 SY4632'OF LIGHTHOUSE BUILDING, MEASURED JUST ABOVE THE COPING, 20.90
 SY4632'METERS.  DISTANCE TO SW CORNER OF CONCRETE BASE OF SMALL TOOL
 SY4632'HOUSE 21.82 METERS.
 SY4632'
 SY4632'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 SY4632
 SY4632                          STATION RECOVERY (1934)
 SY4632
 SY4632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4632'STATION RECOVERED.  LOCATED ON THE EASTERN SHORE OF PUGET SOUND,
 SY4632'AT THE ENTRANCE TO ELLIOTT BAY, ON ALKI POINT.  STATION IS LOCATED
 SY4632'IN THE YARD (NW PART) OF THE LIGHTHOUSE RESERVATION.  A STANDARD
 SY4632'BRONZE REFERENCE MARK IS SET AT THE W FENCE LINE AND FROM THIS
 SY4632'POINT THE STATION IS ON RANGE WITH THE FRONT DOOR OF THE NORTHERN
 SY4632'OF THE TWO LIGHTHOUSE KEEPERS RESIDENCES.  DISTANCE TO SE CORNER
 SY4632'OF LIGHTHOUSE BUILDING, MEASURED JUST ABOVE THE COPING, 20.90
 SY4632'METERS.
 SY4632'
 SY4632'DISTANCE TO SW CORNER OF CONCRETE BASE OF SMALL TOOL HOUSE, 21.82
 SY4632'METERS.
 SY4632
 SY4632                          STATION RECOVERY (1936)
 SY4632
 SY4632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY4632'RECOVERED AS DESCRIBED.  LOCATED ON THE EASTERN SHORE OF PUGET
 SY4632'SOUND AT THE ENTRANCE TO ELLIOTT BAY, ON ALKI POINT.  STATION IS
 SY4632'LOCATED IN THE YARD (NW PART) AT THE W FENCE LINE, AND FROM THIS
 SY4632'POINT THE STATION IS ON RANGE WITH THE FRONT DOOR OF THE NORTHERN
 SY4632'OF TWO LIGHTHOUSE KEEPERS RESIDENCES.  DISTANCE TO SE CORNER OF
 SY4632'LIGHTHOUSE BUILDING MEASURED JUST ABOVE THE COPING 20.90
 SY4632'METERS.  DISTANCE TO SW CORNER OF CONCRETE BASE OF SMALL TOOL
 SY4632'HOUSE 21.82 METERS.
 SY4632
 SY4632                          STATION RECOVERY (1963)
 SY4632
 SY4632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4632'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 SY4632'CONDITION.  THE STATION IS AT THE COAST GUARD STATION AT 3201
 SY4632'ALKI AVE. SW, 50 YARDS WEST OF THE NORTH ONE OF TWO LIGHTKEEPER
 SY4632'HOUSES, 81 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 SY4632'LIGHTHOUSE BUILDING, 78-1/2 FEET SOUTH OF THE FLAGPOLE, 48 FEET
 SY4632'WEST OF THE FENCE AT THE WEST SIDE OF THE YARD, AND 3-1/2 FEET
 SY4632'NORTH OF THE PROLONGATION OF THE SOUTH SIDE OF THE NORTH ONE
 SY4632'OF THE TWO LIGHTKEEPER HOUSES.  IT IS A STANDARD DISK SET
 SY4632'IN CONCRETE FLUSH WITH THE LAWN.  GRASS HAD NOT GROWN OVER THE
 SY4632'MARK.  THE REFERENCE MARK IS A STANDARD DISK SET IN AN IRREGULAR
 SY4632'MASS OF CONCRETE FLUSH WITH THE GROUND.  IT IS 67 FEET
 SY4632'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE LIGHTHOUSE
 SY4632'BUILDING AND 5 FEET EAST OF THE FENCE ALONG THE WEST SIDE OF
 SY4632'THE YARD.
 SY4632
 SY4632                          STATION RECOVERY (1974)
 SY4632
 SY4632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 SY4632'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 SY4632'CONDITION.  THE MARKS (UNSTAMPED) WERE STAMPED AT THIS TIME.
 SY4632'
 SY4632'THE STATION IS A STANDARD DISK STAMPED ALKI 1921 SET IN THE TOP
 SY4632'OF A CONCRETE MONUMENT.
 SY4632'
 SY4632'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ALKI NO 1 1921 SET
 SY4632'IN THE TOP OF A CONCRETE MONUMENT.
 SY4632'
 SY4632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4632'AT SEATTLE.
 SY4632
 SY4632                          STATION RECOVERY (1976)
 SY4632
 SY4632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY4632'THE STATION WAS RECOVERED.  THE STATION SITE HAS BEEN LANDSCAPED
 SY4632'WITH WHITE, CRUSHED ROCK AND THE MARK IS ABOUT 2 INCHES BELOW THE
 SY4632'SURFACE OF THE GROUND.  IT WAS RECOVERED USING THE REFERENCE
 SY4632'MEASUREMENTS AS DESCRIBED IN THE 1936 RECOVERY NOTE.
 SY4632'
 SY4632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4632'AT SEATTLE.
 SY4632
 SY4632                          STATION RECOVERY (1983)
 SY4632
 SY4632'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4632'ALKI 1921 RECOVERED GOOD.
 SY4632'
 SY4632'RM 1 ALSO RECOVERED IN GOOD CONDITION STAMPED ALKI NO 1-1921 BOTH
 SY4632'STA. AND RM 1 ARE IN LANDSCAPED AREA AS DESCRIBED APPROX 2 INCHES
 SY4632'BELOW SURFACE OF CRUSHED ROCK.  THE DESCRIPTION SHOULD BE CHANGED
 SY4632'AS FOLLOWS--THE FLAGPOLE HAS BEEN MOVED.  A 6 INCH X 6 INCH X 8
 SY4632'FEET HI WHITE POST WITH PLAQUE DESCRIBING ALKI PT LIGHT NOW IS IN
 SY4632'THE APPROX SAME POSITION AS THE FLAG POLE.  THE STATEMENT 48
 SY4632'FEET WEST OF FENCE SHOULD BE CHANGED TO 48 FEET EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4631 ***********************************************************************
 SY4631  DESIGNATION -  ALKI POINT LIGHTHOUSE
 SY4631  PID         -  SY4631
 SY4631  STATE/COUNTY-  WA/KING
 SY4631  USGS QUAD   -  TACOMA NORTH (1994)
 SY4631
 SY4631                         *CURRENT SURVEY CONTROL
 SY4631  ___________________________________________________________________
 SY4631* NAD 83(1991)-  47 34 34.58756(N)    122 25 13.97445(W)     ADJUSTED  
 SY4631* NAVD 88     -                                                        
 SY4631  ___________________________________________________________________
 SY4631  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 SY4631  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SY4631
 SY4631  HORZ ORDER  -  THIRD
 SY4631
 SY4631.The horizontal coordinates were established by classical geodetic methods
 SY4631.and adjusted by the National Geodetic Survey in December 1991..
 SY4631
 SY4631
 SY4631.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4631
 SY4631.The geoid height was determined by GEOID03.
 SY4631
 SY4631;                    North         East     Units Scale Factor Converg.
 SY4631;SPC WA N     -    65,302.743   380,596.919   MT  0.99998665   -1 10 54.2
 SY4631;SPC WA N     -   214,247.42  1,248,675.06   sFT  0.99998665   -1 10 54.2
 SY4631;UTM  10      - 5,269,369.285   543,577.172   MT  0.99962334   +0 25 39.9
 SY4631
 SY4631                          SUPERSEDED SURVEY CONTROL
 SY4631
 SY4631  NAD 83(1986)-  47 34 34.58183(N)    122 25 13.98015(W) AD(       ) 4
 SY4631  NAD 27      -  47 34 35.23000(N)    122 25 09.51900(W) AD(       ) 3
 SY4631
 SY4631.Superseded values are not recommended for survey control.
 SY4631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4631.See file dsdata.txt to determine how the superseded data were derived.
 SY4631
 SY4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4357769369(NAD 83)
 SY4631_MARKER: 13 = LIGHTHOUSE
 SY4631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY4631+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 SY4631
 SY4631  HISTORY     - Date     Condition        Report By
 SY4631  HISTORY     - 1914     FIRST OBSERVED   CGS
 SY4631  HISTORY     - 1934     GOOD             CGS
 SY4631  HISTORY     - 1963     GOOD             CGS
 SY4631  HISTORY     - 1963     GOOD             CGS
 SY4631  HISTORY     - 1977     GOOD             NGS
 SY4631  HISTORY     - 1977     GOOD             NOS
 SY4631  HISTORY     - 1978     GOOD             NOS
 SY4631  HISTORY     - 1980     GOOD             NOS
 SY4631  HISTORY     - 1983     GOOD             USPSQD
 SY4631  HISTORY     - 19851120 GOOD             NGS
 SY4631  HISTORY     - 20020824 GOOD             USPSQD
 SY4631
 SY4631                          STATION DESCRIPTION
 SY4631
 SY4631'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EES)
 SY4631'THE MARK IS A SHORT SPIKE IN AN IRON BALL IN THE CENTER OF THE TOP
 SY4631'OF THE LIGHT TOWER OF ALKI LIGHTHOUSE AT ALKI POINT, SEATTLE, AND
 SY4631'CANNOT BE MISTAKEN.  IT CAN BE OCCUPIED ECCENTRICALLY, ON ANY
 SY4631'SIDE, ON AN IRON PLATFORM WHICH ENCIRCLES THE LOW TOWER AT THE LEVEL
 SY4631'OF THE LIGHT.
 SY4631
 SY4631                          STATION RECOVERY (1934)
 SY4631
 SY4631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4631'A GROUP FLASHING WHITE LIGHT ON ALKI POINT.  TOP OF LIGHT ON WHITE
 SY4631'OCTAGONAL TOWER ATTACHED TO BUILDING.
 SY4631
 SY4631                          STATION RECOVERY (1963)
 SY4631
 SY4631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4631'RECOVERED AS DESCRIBED.
 SY4631'
 SY4631'THE LIGHT LIST STATES THE LIGHT WAS REBUILT IN 1918, HOWEVER, FROM
 SY4631'APPEARANCE THE TOWER STILL FITS THE 1914 DESCRIPTION.  THE SPIKE
 SY4631'IN AN IRON BALL IS STILL ATOP THE LIGHT ENCLOSURE AND THERE IS AN
 SY4631'IRON PLATFORM AROUND THE TOWER.
 SY4631
 SY4631                          STATION RECOVERY (1963)
 SY4631
 SY4631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4631'THE STATION WAS RECOVERED AS DESCRIBED BY E.E.S. IN 1914.  THE LIGHT
 SY4631'IS LISTED AS NO. 1795 IN THE PUBLICATION LIST OF LIGHTS AND OTHER
 SY4631'MARINE AIDS, VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS, 1963.
 SY4631
 SY4631                          STATION RECOVERY (1977)
 SY4631
 SY4631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RBM)
 SY4631'THE LIGHT WAS RECOVERED AS DESCRIBED.
 SY4631'
 SY4631'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN WEST SEATTLE.
 SY4631
 SY4631                          STATION RECOVERY (1977)
 SY4631
 SY4631'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY4631'RECOVERED IN GOOD CONDITION.
 SY4631
 SY4631                          STATION RECOVERY (1978)
 SY4631
 SY4631'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY4631'THE STATION WAS RECOVERED AS DESCRIBED.
 SY4631
 SY4631                          STATION RECOVERY (1980)
 SY4631
 SY4631'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY4631'THE LIGHT WAS RECOVERED AS DESCRIBED.
 SY4631
 SY4631                          STATION RECOVERY (1983)
 SY4631
 SY4631'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4631'STATION RECOVERED GOOD.
 SY4631'
 SY4631'RECOVERED AS DESCRIBED.
 SY4631
 SY4631                          STATION RECOVERY (1985)
 SY4631
 SY4631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (LLR)
 SY4631'RECOVERED AS DESCRIBED.
 SY4631
 SY4631                          STATION RECOVERY (2002)
 SY4631
 SY4631'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY4631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1429 ***********************************************************************
 TR1429  DESIGNATION -  ALL 1939
 TR1429  PID         -  TR1429
 TR1429  STATE/COUNTY-  WA/SKAGIT
 TR1429  USGS QUAD   -  DECEPTION PASS (1978)
 TR1429
 TR1429                         *CURRENT SURVEY CONTROL
 TR1429  ___________________________________________________________________
 TR1429* NAD 83(1991)-  48 27 30.12457(N)    122 41 57.95330(W)     ADJUSTED  
 TR1429* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 TR1429  ___________________________________________________________________
 TR1429  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 TR1429  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 TR1429
 TR1429  HORZ ORDER  -  THIRD
 TR1429
 TR1429.The horizontal coordinates were established by classical geodetic methods
 TR1429.and adjusted by the National Geodetic Survey in December 1991..
 TR1429
 TR1429.The orthometric height was scaled from a topographic map.
 TR1429
 TR1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1429
 TR1429.The geoid height was determined by GEOID03.
 TR1429
 TR1429;                    North         East     Units Scale Factor Converg.
 TR1429;SPC WA N     -   163,820.642   361,998.884   MT  0.99995989   -1 23 21.7
 TR1429;SPC WA N     -   537,468.22  1,187,658.01   sFT  0.99995989   -1 23 21.7
 TR1429;UTM  10      - 5,367,291.584   522,221.717   MT  0.99960607   +0 13 29.9
 TR1429
 TR1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1429!SPC WA N     -   1.00000106  x   0.99995989  =   0.99996095
 TR1429!UTM  10      -   1.00000106  x   0.99960607  =   0.99960713
 TR1429
 TR1429                          SUPERSEDED SURVEY CONTROL
 TR1429
 TR1429  NAD 83(1986)-  48 27 30.12599(N)    122 41 57.95607(W) AD(       ) 3
 TR1429  NAD 27      -  48 27 30.76000(N)    122 41 53.32000(W) AD(       ) 3
 TR1429
 TR1429.Superseded values are not recommended for survey control.
 TR1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1429.See file dsdata.txt to determine how the superseded data were derived.
 TR1429
 TR1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2222267292(NAD 83)
 TR1429
 TR1429  HISTORY     - Date     Condition        Report By
 TR1429  HISTORY     - 1939     MONUMENTED       CGS
 TR1429  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1429  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1429  HISTORY     - 1988     POOR             USPSQD
 TR1429
 TR1429                          STATION DESCRIPTION
 TR1429
 TR1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR1429'A WHITEWASHED ROCK WHICH IS IDENTIFIED AS HYDROGRAPHIC STATION
 TR1429'ALL.  A LARGE BOULDER ABOUT 6 FEET SQUARE AND 4 FEET DEEP ON
 TR1429'THE SOUTHEASTERN SIDE OF ALLEN ISLAND.  30 METERS BACK FROM
 TR1429'HIGH WATER, AND 40 FEET ABOVE HIGH WATER.  THIS IS THE ONLY LARGE
 TR1429'BOULDER IN THE VICINITY, AND WILLIAMSON ROCKS BEAR 205 DEG
 TR1429'(TRUE).
 TR1429
 TR1429                          STATION RECOVERY (1953)
 TR1429
 TR1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1429'THE STATION WAS RECOVERED AS DESCRIBED IN 1939.  A COMPLETE
 TR1429'DESCRIPTION FOLLOWS--
 TR1429'
 TR1429'THE STATION IS LOCATED ON THE SE CORNER OF ALLEN ISLAND WHICH
 TR1429'LIES ON THE E SIDE OF ROSARIO STRAITS.  IT IS ABOUT 190 M. NE OF
 TR1429'A SMALL BIGHT WITH A GRAVEL BEACH, ABOUT 45 M. SW OF A SMALL FIR
 TR1429'TREE, AND ABOUT 40 M. NW OF AND 40 FT. ABOVE THE MEAN
 TR1429'HIGH-WATERLINE.  THE STATION IS A LARGE LONE WHITEWASHED BOULDER,
 TR1429'ABOUT 6 FT. SQUARE AND ABOUT 4 FT. HIGH.
 TR1429
 TR1429                          STATION RECOVERY (1960)
 TR1429
 TR1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1429'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TR1429'F.N. IN 1953.  THE ROCK IS ONLY PARTIALLY WHITEWASHED AT THE
 TR1429'PRESENT TIME.
 TR1429
 TR1429                          STATION RECOVERY (1988)
 TR1429
 TR1429'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR1429'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1418 ***********************************************************************
 TR1418  DESIGNATION -  ALLAN 1854
 TR1418  PID         -  TR1418
 TR1418  STATE/COUNTY-  WA/SKAGIT
 TR1418  USGS QUAD   -  DECEPTION PASS (1978)
 TR1418
 TR1418                         *CURRENT SURVEY CONTROL
 TR1418  ___________________________________________________________________
 TR1418* NAD 83(1991)-  48 27 43.53924(N)    122 42 37.56523(W)     ADJUSTED  
 TR1418* NAVD 88     -        22.7    (meters)      74.     (feet)  VERTCON   
 TR1418  ___________________________________________________________________
 TR1418  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 TR1418  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 TR1418
 TR1418  HORZ ORDER  -  THIRD
 TR1418
 TR1418.The horizontal coordinates were established by classical geodetic methods
 TR1418.and adjusted by the National Geodetic Survey in December 1991..
 TR1418
 TR1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1418
 TR1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1418
 TR1418.The geoid height was determined by GEOID03.
 TR1418
 TR1418;                    North         East     Units Scale Factor Converg.
 TR1418;SPC WA N     -   164,254.653   361,195.437   MT  0.99996028   -1 23 51.1
 TR1418;SPC WA N     -   538,892.14  1,185,022.03   sFT  0.99996028   -1 23 51.1
 TR1418;UTM  10      - 5,367,702.644   521,406.651   MT  0.99960563   +0 13 00.3
 TR1418
 TR1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1418!SPC WA N     -   0.99999988  x   0.99996028  =   0.99996016
 TR1418!UTM  10      -   0.99999988  x   0.99960563  =   0.99960551
 TR1418
 TR1418:                Primary Azimuth Mark                     Grid Az
 TR1418:SPC WA N     -  DECEPTION RESET                          156 04 04.5
 TR1418:UTM  10      -  DECEPTION RESET                          154 27 13.1
 TR1418
 TR1418|---------------------------------------------------------------------|
 TR1418| PID    Reference Object                     Distance      Geod. Az  |
 TR1418|                                                           dddmmss.s |
 TR1418| TR1406 DECEPTION RESET                     APPROX. 6.7 KM 1544013.4 |
 TR1418|---------------------------------------------------------------------|
 TR1418
 TR1418                          SUPERSEDED SURVEY CONTROL
 TR1418
 TR1418  NAD 83(1986)-  48 27 43.54254(N)    122 42 37.57107(W) AD(       ) 3
 TR1418  NAD 27      -  48 27 44.17000(N)    122 42 33.02000(W) AD(       ) 3
 TR1418  NGVD 29 (08/09/90)   21.5    (m)           71.     (f) VERT ANG       
 TR1418
 TR1418.Superseded values are not recommended for survey control.
 TR1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1418.See file dsdata.txt to determine how the superseded data were derived.
 TR1418
 TR1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2140767703(NAD 83)
 TR1418_MARKER: H = DRILL HOLE
 TR1418_SETTING: 80 = SET IN A BOULDER
 TR1418_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TR1418_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1418
 TR1418  HISTORY     - Date     Condition        Report By
 TR1418  HISTORY     - 1854     MONUMENTED       CGS
 TR1418  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR1418  HISTORY     - 1960     GOOD             CGS
 TR1418  HISTORY     - 1981     GOOD             NOS
 TR1418  HISTORY     - 1988     GOOD             USPSQD
 TR1418
 TR1418                          STATION DESCRIPTION
 TR1418
 TR1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (GD)
 TR1418'STATION IS ON THE SW PART OF ALLEN ISLAND, ROSARIO STRAIT, W OF
 TR1418'THE BOAT HARBOR, ABOUT 80 FEET ABOVE WATER LINE, ON TOP OF BLUFF
 TR1418'(IN THE E OF WHICH ARE TWO CAVES), ON OUTSIDE OF THE WELL-WORN
 TR1418'DEER TRAIL RUNNING AROUND THE BLUFF TO THE GULLY IN THE E.  A
 TR1418'BLAZED TREE BEARS 47 DEG BY COMPASS, DISTANT 156 FEET, WITH A
 TR1418'HUGE ERRATIC BOULDER OF GRANITE NEARBY.
 TR1418'
 TR1418'STATION IS MARKED BY A HOLE DRILLED IN A BLOCK OF STONE AND
 TR1418'PLACED BELOW THE SURFACE.
 TR1418
 TR1418                          STATION RECOVERY (1940)
 TR1418
 TR1418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (RLS)
 TR1418'STATION IS ON THE SOUTHWESTERN SIDE OF ALLEN ISLAND, 3/4 MILE
 TR1418'NNW OF WILLIAMSON ROCK, 250 METERS NW OF BIGHT ON SW SIDE OF
 TR1418'ALLEN ISLAND, 30 METERS INSHORE AND ABOUT 70 FEET ABOVE HIGH WATER,
 TR1418'AND 52 METERS SE OF LARGE, LONE BOULDER ON HILLSIDE.
 TR1418'
 TR1418'STATION IS A 1/2-INCH DRILL HOLE IN A BOULDER BURIED IN THE
 TR1418'GROUND, AND IS NORMALLY ABOUT 2 INCHES BELOW SURFACE OF
 TR1418'GROUND.  THERE IS A GROUP OF BOULDERS PILED AROUND THE STATION.
 TR1418
 TR1418                          STATION RECOVERY (1960)
 TR1418
 TR1418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1418'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TR1418'R.L.S. IN 1940.  THE SMALL BOULDERS WHICH SURROUND THE MARK WERE
 TR1418'REPLACED.
 TR1418
 TR1418                          STATION RECOVERY (1981)
 TR1418
 TR1418'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 TR1418'THE STATION WAS RECOVERED AS DESCRIBED. THE DRILL HOLE WAS
 TR1418'DEEPENED AND A DISK WAS CEMENTED IN IT.
 TR1418'
 TR1418'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF ANACORTES,
 TR1418'ALONG THE SOUTHWEST SHORE OF ALLAN ISLAND, ON A GRASSY, SLOPING
 TR1418'AREA WITH A FEW, SCATTERED, STUNTED TREES, ABOUT 50 METERS SOUTH
 TR1418'OF A LARGE, WHITE GRANITE BOULDER, ABOUT THE SAME ELEVATION AS THE
 TR1418'TOP OF THE BOULDER AND ABOUT 22 METERS IN ELEVATION.
 TR1418'
 TR1418'THE STATION IS A NATIONAL OCEAN SURVEY DISK
 TR1418'STAMPED---ALLAN 1854 1981---CEMENTED IN A DRILL HOLE IN A BURIED
 TR1418'BOULDER, 4 METERS SOUTH OF A GAME TRAIL, SURROUNDED BY A RING OF
 TR1418'STONES AND ABOUT 8 CENTIMETERS BELOW THE SURFACE OF THE GROUND.
 TR1418'
 TR1418'THE STATION WAS REACHED BY LANDING A BOAT 200 METERS NORTH OF THE
 TR1418'STATION ON THE NORTH SIDE OF A PRONOUNCED CLEFT IN THE SHORELINE
 TR1418'AND THEN PACKING SOUTHWARD TO THE STATION SITE. ABOUT A 5 MINUTE
 TR1418'PACK.
 TR1418'
 TR1418'HT. OF SIGNAL WAS 1.53 METERS.
 TR1418
 TR1418                          STATION RECOVERY (1988)
 TR1418
 TR1418'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2683 ***********************************************************************
 TR2683  DESIGNATION -  ALLAN EAST
 TR2683  PID         -  TR2683
 TR2683  STATE/COUNTY-  WA/SKAGIT
 TR2683  USGS QUAD   -  DECEPTION PASS (1978)
 TR2683
 TR2683                         *CURRENT SURVEY CONTROL
 TR2683  ___________________________________________________________________
 TR2683* NAD 83(1991)-  48 27 38.79110(N)    122 41 43.83522(W)     ADJUSTED  
 TR2683* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 TR2683  ___________________________________________________________________
 TR2683  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 TR2683  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 TR2683
 TR2683  HORZ ORDER  -  THIRD
 TR2683
 TR2683.The horizontal coordinates were established by classical geodetic methods
 TR2683.and adjusted by the National Geodetic Survey in December 1991..
 TR2683
 TR2683.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2683
 TR2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2683
 TR2683.The geoid height was determined by GEOID03.
 TR2683
 TR2683;                    North         East     Units Scale Factor Converg.
 TR2683;SPC WA N     -   164,081.225   362,295.320   MT  0.99996014   -1 23 11.1
 TR2683;SPC WA N     -   538,323.15  1,188,630.56   sFT  0.99996014   -1 23 11.1
 TR2683;UTM  10      - 5,367,560.320   522,510.592   MT  0.99960623   +0 13 40.5
 TR2683
 TR2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2683!SPC WA N     -   1.00000272  x   0.99996014  =   0.99996285
 TR2683!UTM  10      -   1.00000272  x   0.99960623  =   0.99960894
 TR2683
 TR2683|---------------------------------------------------------------------|
 TR2683| PID    Reference Object                     Distance      Geod. Az  |
 TR2683|                                                           dddmmss.s |
 TR2683| CS4589 ALLAN EAST RM 1                       4.095 METERS 21434     |
 TR2683| CS4590 ALLAN EAST RM 2                       4.718 METERS 28219     |
 TR2683|---------------------------------------------------------------------|
 TR2683
 TR2683                          SUPERSEDED SURVEY CONTROL
 TR2683
 TR2683  NAD 83(1986)-  48 27 38.79173(N)    122 41 43.83626(W) AD(       ) 3
 TR2683  NGVD 29 (08/09/90)    3.5    (m)           11.     (f) VERT ANG       
 TR2683
 TR2683.Superseded values are not recommended for survey control.
 TR2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2683.See file dsdata.txt to determine how the superseded data were derived.
 TR2683
 TR2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2251167560(NAD 83)
 TR2683_MARKER: DD = SURVEY DISK
 TR2683_SETTING: 66 = SET IN ROCK OUTCROP
 TR2683_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TR2683_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR2683+STABILITY: POSITION/ELEVATION WELL
 TR2683
 TR2683  HISTORY     - Date     Condition        Report By
 TR2683  HISTORY     - 1981     MONUMENTED       NOS
 TR2683
 TR2683                          STATION DESCRIPTION
 TR2683
 TR2683'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RBM)
 TR2683'THE STATION, A 1/2 INCH DRILL HOLE IN BEDROCK WAS RECOVERED AS
 TR2683'DESCRIBED IN 1885. THE DRILL HOLE WAS ENLARGED AND DEEPENED AND
 TR2683'RE-MARKED WITH A DISK. TWO REFERENCE MARKS WAS ALSO SET AT THIS
 TR2683'TIME.
 TR2683'THE STATION IS LOCATED ABOUT 4.8 KILOMETERS (3 MILES) SOUTHWEST OF
 TR2683'ANACORTES, ON THE WEST SIDE OF BURROWS BAY, ON THE SOUTHEAST SHORE
 TR2683'OF ALLAN ISLAND, ABOUT 0.4 KILOMETER NORTHEAST OF THE SOUTH TIP
 TR2683'OF ALLAN ISLAND, ON A BARE ROCKY BLUFF AREA AND ABOUT 4 METERS
 TR2683'ABOVE SEA LEVEL. THE ROCKY SHORELINE APPEARS TO BE FRACTURED, BUT
 TR2683'THE ROCK IS STILL SOLID, AND ON A POINT THAT SEES BOTH WILLIAMSON
 TR2683'ROCKS AND YOUNG ISLAND.
 TR2683'
 TR2683'THE STATION WAS REACHED BY BOAT,
 TR2683'LANDING ON THE ROCKY SHORELINE AND PACKING UP THE ROCKY BLUFF TO
 TR2683'THE STATION, ABOUT A 2 MINUTE PACK.
 TR2683'
 TR2683'THE STATION IS A STANDARD CGS DISK
 TR2683'STAMPED---ALLAN EAST 1885 1981---,
 TR2683'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 TR2683'1.0 METER (3 FT) WEST FROM THE EAST EDGE OF THE ROCKY BLUFF
 TR2683'
 TR2683'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK,
 TR2683'STAMPED---ALLAN EAST 1885 NO 1 1981---,
 TR2683'SET INTO A ROCK LEDGE.  IT IS LOCATED
 TR2683'0.5 METER (1.6 FT) NORTHWEST FROM SOUTHEAST FACE OF THE ROCKY
 TR2683'BLUFF
 TR2683'MARK IS ABOVE STATION 0.2 METERS.
 TR2683'
 TR2683'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 TR2683'STAMPED---ALLAN EAST 1885 NO 2 1981---,
 TR2683'SET INTO A ROCK LEDGE.  IT IS LOCATED
 TR2683'0.5 METER (1.6 FT) EAST FROM EAST EDGE OF THE GRASS EDGE.
 TR2683'MARK IS ABOVE STATION 2.2 METERS.
 TR2683'
 TR2683'HEIGHT OF SIGNAL SHOWN ABOVE THE MARK WAS 1.65 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2396 ***********************************************************************
 SA2396  DESIGNATION -  ALLARD
 SA2396  PID         -  SA2396
 SA2396  STATE/COUNTY-  WA/GRANT
 SA2396  USGS QUAD   -  COYOTE RAPIDS (1986)
 SA2396
 SA2396                         *CURRENT SURVEY CONTROL
 SA2396  ___________________________________________________________________
 SA2396* NAD 83(1991)-  46 40 44.82689(N)    119 36 54.02831(W)     ADJUSTED  
 SA2396* NAVD 88     -       166.9    (meters)     548.     (feet)  VERTCON   
 SA2396  ___________________________________________________________________
 SA2396  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 SA2396  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SA2396
 SA2396  HORZ ORDER  -  SECOND
 SA2396
 SA2396.The horizontal coordinates were established by classical geodetic methods
 SA2396.and adjusted by the National Geodetic Survey in December 1991..
 SA2396
 SA2396.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2396
 SA2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2396
 SA2396.The geoid height was determined by GEOID03.
 SA2396
 SA2396;                    North         East     Units Scale Factor Converg.
 SA2396;SPC WA S     -   149,963.985   567,703.759   MT  0.99991594   +0 38 34.3
 SA2396;SPC WA S     -   492,006.84  1,862,541.42   sFT  0.99991594   +0 38 34.3
 SA2396;UTM  11      - 5,172,828.145   300,009.401   MT  1.00009163   -1 54 11.2
 SA2396
 SA2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2396!SPC WA S     -   0.99997719  x   0.99991594  =   0.99989314
 SA2396!UTM  11      -   0.99997719  x   1.00009163  =   1.00006882
 SA2396
 SA2396:                Primary Azimuth Mark                     Grid Az
 SA2396:SPC WA S     -  HANFORD WEST STACK                       071 35 43.2
 SA2396:UTM  11      -  HANFORD WEST STACK                       074 08 28.7
 SA2396
 SA2396|---------------------------------------------------------------------|
 SA2396| PID    Reference Object                     Distance      Geod. Az  |
 SA2396|                                                           dddmmss.s |
 SA2396| SA2398 HANFORD WEST STACK                  APPROX. 6.0 KM 0721417.5 |
 SA2396| SA2399 HANFORD EAST STACK                  APPROX. 6.0 KM 0721847.4 |
 SA2396| CF5179 T14N R26E S20 S21 S29 S28                          0894012.6 |
 SA2396| SA2196 HANFORD NORTH STACK                 APPROX.13.2 KM 0993152.7 |
 SA2396| SA2193 HANFORD SOUTH STACK                 APPROX.13.2 KM 0993823.5 |
 SA2396| CF5180 ALLARD RM 1                          11.640 METERS 14301     |
 SA2396| SA2400 ATOMIC ENERGY PLANT S STACK         APPROX.15.6 KM 1570811.6 |
 SA2396| SA2411 ATOMIC ENERGY PLANT EAST STACK      APPROX. 5.9 KM 2082912.2 |
 SA2396| SA2410 ATOMIC ENERGY PLANT WEST STACK      APPROX. 5.9 KM 2084219.7 |
 SA2396| CF5181 ALLARD RM 2                          11.935 METERS 25816     |
 SA2396|---------------------------------------------------------------------|
 SA2396
 SA2396                          SUPERSEDED SURVEY CONTROL
 SA2396
 SA2396  NAD 83(1986)-  46 40 44.83595(N)    119 36 54.01712(W) AD(       ) 2
 SA2396  NAD 27      -  46 40 45.35030(N)    119 36 49.90573(W) AD(       ) 2
 SA2396  NGVD 29 (07/19/86)  165.8    (m)          544.     (f) VERT ANG       
 SA2396
 SA2396.Superseded values are not recommended for survey control.
 SA2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2396.See file dsdata.txt to determine how the superseded data were derived.
 SA2396
 SA2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM0000972828(NAD 83)
 SA2396_MARKER: DS = TRIANGULATION STATION DISK
 SA2396_SETTING: 0 = UNSPECIFIED SETTING
 SA2396
 SA2396  HISTORY     - Date     Condition        Report By
 SA2396  HISTORY     - 1947     MONUMENTED       CGS
 SA2396  HISTORY     - 1965     GOOD             USGS
 SA2396  HISTORY     - 1967     GOOD             CGS
 SA2396  HISTORY     - 1969     GOOD             BPA
 SA2396
 SA2396                          STATION DESCRIPTION
 SA2396
 SA2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SA2396'THE STATION IS LOCATED ON THE HIGHEST PART OF A LOW, SANDY,
 SA2396'SAGE COVERED RIDGE, ON THE NORTH SIDE OF THE COLUMBIA RIVER,
 SA2396'ABOUT 10 MILES WEST NORTHWEST FROM HANFORD ABOUT 7 MILES WEST
 SA2396'FROM WHITE BLUFFS, ABOUT 3 MILES NORTH OF THE COLUMBIA RIVER AND
 SA2396'IS ON THE FIRST PROMINENT RISE THAT YOU SEE LOOKING NORTH
 SA2396'FROM THE RIVER.
 SA2396'
 SA2396'TO REACH FROM HANFORD, CROSS HANFORD FERRY TO EAST BANK OF THE
 SA2396'COLUMBIA RIVER AND FORKS, TURN LEFT ON DIRT ROAD, FOR 0.3 MILE
 SA2396'TO GRAVEL ROAD.  TURN LEFT ON GRAVEL ROAD AND UP STEEP GRADE, FOR
 SA2396'7.9 MILES TO JUNCTION.  TURN RIGHT, FOR 0.2 MILE TO SIGN
 SA2396'VANTAGE.  TURN LEFT ON DIRT ROAD, FOR 2.0 MILES TO LOCKED
 SA2396'GATE.  CONTINUE THROUGH GATE AND STRAIGHT AHEAD, FOR 3.1 MILES
 SA2396'TO JUNCTION.  TURN LEFT ON DIRT ROAD, FOR 2.0 MILES TO LOCKED
 SA2396'GATE.  PASS THROUGH GATE AND DOWN STEEP GRADE, FOR 0.6 MILE
 SA2396'TO FORKS.  TURN LEFT TOWARDS THE RIVER, FOR 1.1 MILES TO
 SA2396'RANCH BUILDINGS.  TURN LEFT AND PASS BETWEEN THE TWO RANCH
 SA2396'BUILDINGS FOR 0.1 MILE.  TURN RIGHT AND FOLLOW DIM TRACK ROAD
 SA2396'ALONG THE RIVER BED, FOR 2.8 MILES.  TURN RIGHT ON DIM TRACK
 SA2396'ROAD, FOR 0.2 MILE TO U.S. BUREAU OF RECLAMATION MARK.
 SA2396'CONTINUE WESTERLY ACROSS COUNTRY, FOR 1.5 MILES TO HIGHEST
 SA2396'POINT AND THE STATION.
 SA2396'
 SA2396'THE STATION IS A STANDARD DISK, STAMPED ALLARD 1947, SET INTO
 SA2396'AND BRAZED TO A IRON PIPE WHICH PROJECTS ABOUT 6 INCHES.
 SA2396'
 SA2396'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ALLARD NO 1
 SA2396'1947, SET INTO AND BRAZED TO A IRON PIPE WHICH PROJECTS ABOUT
 SA2396'12 INCHES AND IS ABOUT 6 INCHES HIGHER THAN THE STATION.
 SA2396'
 SA2396'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ALLARD NO
 SA2396'2 1947, SET INTO AND BRAZED TO A IRON PIPE WHICH PROJECTS ABOUT
 SA2396'12 INCHES AND IS ABOUT 6 INCHES HIGHER THAN THE STATION.
 SA2396'
 SA2396'THE AZIMUTH MARK IS A U.S. BUREAU OF RECLAMATION BRASS DISK,
 SA2396'STAMPED AS FOLLOWS, T14N R26E S20 S21 S29 S28 1938 WHICH IS
 SA2396'BOLTED TO THE TOP OF AN IRON PIPE PROJECTING ABOUT 6 INCHES.  IT
 SA2396'IS LOCATED 1.5 MILES EAST OF THE STATION, ABOUT 0.2 MILE
 SA2396'NORTHEAST OF THE COLUMBIA RIVER, ABOUT 0.2 MILE NORTH FROM THE
 SA2396'RIVER TRACK ROAD AND ON THE FIRST LOW RIDGE FROM THE RIVER.
 SA2396
 SA2396                          STATION RECOVERY (1965)
 SA2396
 SA2396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA2396'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS WERE
 SA2396'RECOVERED IN OK CONDITION.
 SA2396'
 SA2396'TO REACH FROM THE NORTH SHORE OF COLUMBIA RIVER AT VERNITA
 SA2396'BRIDGE, TRAVEL NE ABOUT 2.6 MILES ON WASH. HWY. 24 TO A LOCKED
 SA2396'GATE SE OF HIGHWAY.  (KEY AND PERMIT MAY BE OBTAINED FROM THE
 SA2396'PROPER AEC OFFICIALS IN RICHLAND) THRU GATE, THENCE EAST ABOUT
 SA2396'0.3 MILES ON A GRAVEL ROAD, PAST GRAVEL PITS, THENCE SOUTH 0.3
 SA2396'MI ON A TRACK RD., THENCE 3.0 MI. EAST ON A TRACK ROAD, 0.3 MI.
 SA2396'E OF SEC. CORNER 25, 30, 36, 31, T 14 N, R 25-26 E., THENCE
 SA2396'NORTH ACROSS COUNTRY ABOUT 1.0 MI. TO THE HIGHEST POINT AND
 SA2396'STATION.
 SA2396
 SA2396                          STATION RECOVERY (1967)
 SA2396
 SA2396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA2396'THE STATION IS 3 MILES EAST OF STATE HIGHWAY 24, 6 MILES
 SA2396'NORTHEAST OF THE VERNITA BRIDGE, 2 MILES NORTHWEST OF THE COLUMBIA
 SA2396'RIVER, 1 MILE SOUTHWEST OF A STEEL TOWER POWER LINE AND 0.3 MILE
 SA2396'EAST OF THE NORTHWEST CORNER OF SECTION 30, T14N, R26E.  IT IS
 SA2396'ON THE SUMMIT OF A SAGEBRUSH COVERED HILL WHICH IS SLIGHTLY
 SA2396'HIGHER THAN THE SURROUNDING TERRAIN.
 SA2396'
 SA2396'STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 SA2396'BY W.R.H. IN 1947 EXCEPT THAT REFERENCE MARK NO. 1 PROJECTS 1.7
 SA2396'FEET AND NO. 2 PROJECTS 1.8 FEET.  A METAL WITNESS POST WAS SET
 SA2396'6 INCHES EAST OF THE STATION MARK.
 SA2396'
 SA2396'THE AZIMUTH MARK IS A BUREAU OF RECLAMATION DISK WHICH MARKS THE
 SA2396'CORNER OF SECTIONS 20, 21, 28 AND 29, T14N, R26E.  IT IS ABOUT 0.2
 SA2396'MILE FROM AND ON THE FIRST LOW RIDGE NORTHWEST OF THE COLUMBIA
 SA2396'RIVER, 1/4 MILE NORTHEAST OF THE STEEL TOWER POWER LINE AND 40
 SA2396'YARDS SOUTHEAST OF A LINE PROJECTED THROUGH THE BASE OF THE TWO
 SA2396'SOUTHEAST LEGS OF THE SECOND POWER TOWER NORTHWEST OF THE
 SA2396'RIVER (THIS TOWER IS SHORTER THAN THE OTHERS).  A METAL
 SA2396'WITNESS POST WAS SET 6 INCHES NORTH OF THE MARK.
 SA2396'
 SA2396'TO REACH FROM THE INTERSECTION OF MAIN STREET AND BROADWAY
 SA2396'AVE. IN OTHELLO, GO SOUTH ON BROADWAY AVE. FOR 6.1 MILES TO STATE
 SA2396'HIGHWAY 24, TURN RIGHT AND GO WEST 21.4 MILES TO POINT WHERE
 SA2396'HIGHWAY CURVES SOUTHWEST, CONTINUE SOUTHWESTERLY ON STATE HIGHWAY
 SA2396'24 FOR 2.4 MILES TO A STEEL TOWER POWER LINE CROSSING HIGHWAY,
 SA2396'CONTINUE SOUTHWEST 3.3 MILES TO A LOCKED GATE ON EITHER SIDE
 SA2396'OF THE HIGHWAY (KEY MAY BE OBTAINED AT THE FEDERAL BUILDING IN
 SA2396'RICHLAND), TURN LEFT AND FOLLOW TRACK ROAD SOUTHEAST AND SOUTH
 SA2396'FOR 1.0 MILE TO A Y, KEEP LEFT AND GO EAST ON TRACK ROAD FOR
 SA2396'2.9 MILES TO A DITCH WHICH CROSSES THE ROAD, TURN LEFT AND PICK
 SA2396'WAY ACROSS COUNTRY GOING NORTH-NORTHEAST FOR 1.1 MILES TO THE
 SA2396'STATION ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  GROUND IS
 SA2396'LOWER AND SLOPES GRADUALLY TO THE RIVER FROM THE STATION HILL.
 SA2396
 SA2396                          STATION RECOVERY (1969)
 SA2396
 SA2396'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1969
 SA2396'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 243 AND HIGHWAY
 SA2396'24 AT VERNITA BRIDGE 30 MILES WEST OF OTHELLO, WASHINGTON, GO EAST
 SA2396'OF HIGHWAY 24 FOR 2.65 MILES TO A GATE 129 ON THE RIGHT.  PASS
 SA2396'THROUGH GATE AND GO 0.6 MILE TO A FORK.  TAKE LEFT FORK AND GO
 SA2396'3.2 MILES TO A FORK.  TURN LEFT AND GO 0.2 MILE TO TOP OF
 SA2396'RIDGE.  TURN RIGHT SOUTHEASTERLY AND FOLLOW TOP OF RIDGE 0.5
 SA2396'MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1075 ***********************************************************************
 TR1075  DESIGNATION -  ALLEN 2
 TR1075  PID         -  TR1075
 TR1075  STATE/COUNTY-  WA/ISLAND
 TR1075  USGS QUAD   -  TULALIP (1978)
 TR1075
 TR1075                         *CURRENT SURVEY CONTROL
 TR1075  ___________________________________________________________________
 TR1075* NAD 83(1991)-  48 03 45.30954(N)    122 21 33.45580(W)     ADJUSTED  
 TR1075* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1075  ___________________________________________________________________
 TR1075  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 TR1075  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 TR1075
 TR1075  HORZ ORDER  -  THIRD
 TR1075
 TR1075.The horizontal coordinates were established by classical geodetic methods
 TR1075.and adjusted by the National Geodetic Survey in December 1991..
 TR1075
 TR1075.The orthometric height was scaled from a topographic map.
 TR1075
 TR1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1075
 TR1075.The geoid height was determined by GEOID03.
 TR1075
 TR1075;                    North         East     Units Scale Factor Converg.
 TR1075;SPC WA N     -   119,268.116   386,276.469   MT  0.99994272   -1 08 10.0
 TR1075;SPC WA N     -   391,298.81  1,267,308.72   sFT  0.99994272   -1 08 10.0
 TR1075;UTM  10      - 5,323,454.980   547,735.900   MT  0.99962800   +0 28 35.8
 TR1075
 TR1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1075!SPC WA N     -   1.00000331  x   0.99994272  =   0.99994603
 TR1075!UTM  10      -   1.00000331  x   0.99962800  =   0.99963131
 TR1075
 TR1075|---------------------------------------------------------------------|
 TR1075| PID    Reference Object                     Distance      Geod. Az  |
 TR1075|                                                           dddmmss.s |
 TR1075| CF7499 ALLEN 2 RM                            8.879 METERS 15330     |
 TR1075| TR1081 AGATE 2 1924                        APPROX. 2.0 KM 3322207.6 |
 TR1075|---------------------------------------------------------------------|
 TR1075
 TR1075                          SUPERSEDED SURVEY CONTROL
 TR1075
 TR1075  NAD 83(1986)-  48 03 45.30842(N)    122 21 33.45675(W) AD(       ) 3
 TR1075  NAD 27      -  48 03 45.97400(N)    122 21 28.94100(W) AD(       ) 3
 TR1075
 TR1075.Superseded values are not recommended for survey control.
 TR1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1075.See file dsdata.txt to determine how the superseded data were derived.
 TR1075
 TR1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4773623455(NAD 83)
 TR1075_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1075
 TR1075  HISTORY     - Date     Condition        Report By
 TR1075  HISTORY     - 1924     MONUMENTED       CGS
 TR1075  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1075
 TR1075                          STATION DESCRIPTION
 TR1075
 TR1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 TR1075'STATION IS ON THE E SHORE OF CAMANO ISLAND, ABOUT 3/5 MILE
 TR1075'N OF CAMANO HEAD.  IT IS ABOUT 1/2 MILE N OF SOME DESERTED GRAVEL
 TR1075'BINS AND AN OLD GRAVEL CHUTE.  THE STATION MARK IS ON THE FIRST
 TR1075'LARGE POINT OF LAND N OF THE BINS.  IT IS AT THE HIGH-WATER
 TR1075'MARK, AND IS ABOUT 15 FEET OUTSIDE A HIGH-WOODED BANK ABOUT 200
 TR1075'FEET HIGH.  THE REFERENCE MARK IS JUST INSIDE THE HIGH-WATER
 TR1075'MARK AND IS S OF THE STATION.
 TR1075'
 TR1075'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1075'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 TR1075
 TR1075                          STATION RECOVERY (1960)
 TR1075
 TR1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1075'THE STATION MARK WAS FOUND LYING ON ITS SIDE NEAR THE HIGH WATER
 TR1075'LINE.  THE DISK WAS REMOVED FROM THE MONUMENT.  THE REFERENCE
 TR1075'MARK WAS SEARCHED FOR BUT WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1859 ***********************************************************************
 SA1859  DESIGNATION -  ALLERT
 SA1859  PID         -  SA1859
 SA1859  STATE/COUNTY-  WA/ADAMS
 SA1859  USGS QUAD   -  RATTLESNAKE CANYON (1981)
 SA1859
 SA1859                         *CURRENT SURVEY CONTROL
 SA1859  ___________________________________________________________________
 SA1859* NAD 83(1991)-  46 49 17.76285(N)    118 03 26.18843(W)     ADJUSTED  
 SA1859* NAVD 88     -       540.2    (meters)    1772.     (feet)  VERTCON   
 SA1859  ___________________________________________________________________
 SA1859  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 SA1859  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 SA1859
 SA1859  HORZ ORDER  -  SECOND
 SA1859
 SA1859.The horizontal coordinates were established by classical geodetic methods
 SA1859.and adjusted by the National Geodetic Survey in December 1991..
 SA1859
 SA1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1859
 SA1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1859
 SA1859.The geoid height was determined by GEOID03.
 SA1859
 SA1859;                    North         East     Units Scale Factor Converg.
 SA1859;SPC WA S     -   168,307.923   686,357.279   MT  0.99992310   +1 46 27.8
 SA1859;SPC WA S     -   552,190.24  2,251,823.84   sFT  0.99992310   +1 46 27.8
 SA1859;UTM  11      - 5,185,882.199   419,353.221   MT  0.99967994   -0 46 15.7
 SA1859
 SA1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1859!SPC WA S     -   0.99991847  x   0.99992310  =   0.99984158
 SA1859!UTM  11      -   0.99991847  x   0.99967994  =   0.99959844
 SA1859
 SA1859:                Primary Azimuth Mark                     Grid Az
 SA1859:SPC WA S     -  BEACON 28                                140 17 56.6
 SA1859:UTM  11      -  BEACON 28                                142 50 40.1
 SA1859
 SA1859|---------------------------------------------------------------------|
 SA1859| PID    Reference Object                     Distance      Geod. Az  |
 SA1859|                                                           dddmmss.s |
 SA1859| RZ1724 BEACON 28                           APPROX.15.2 KM 1420424.4 |
 SA1859| CF5183 ALLERT RM 1                          50.490 METERS 24012     |
 SA1859| CF5184 ALLERT RM 2                          48.232 METERS 32206     |
 SA1859| CF5182 ALLERT AZ MK                                       3222253.5 |
 SA1859|---------------------------------------------------------------------|
 SA1859
 SA1859                          SUPERSEDED SURVEY CONTROL
 SA1859
 SA1859  NAD 83(1986)-  46 49 17.77215(N)    118 03 26.18174(W) AD(       ) 2
 SA1859  NAD 27      -  46 49 18.22200(N)    118 03 22.34900(W) AD(       ) 2
 SA1859  NGVD 29 (07/19/86)  539.2    (m)         1769.     (f) VERT ANG       
 SA1859
 SA1859.Superseded values are not recommended for survey control.
 SA1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1859.See file dsdata.txt to determine how the superseded data were derived.
 SA1859
 SA1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM1935385882(NAD 83)
 SA1859_MARKER: DS = TRIANGULATION STATION DISK
 SA1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1859+STABILITY: SURFACE MOTION
 SA1859
 SA1859  HISTORY     - Date     Condition        Report By
 SA1859  HISTORY     - 1949     MONUMENTED       CGS
 SA1859  HISTORY     - 1949     GOOD             CGS
 SA1859  HISTORY     - 1949     GOOD             USGS
 SA1859  HISTORY     - 1961     GOOD             WAHC
 SA1859
 SA1859                          STATION DESCRIPTION
 SA1859
 SA1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 SA1859'THE STATION IS ABOUT 8-1/2 MILES WEST OF LA CROSSE, 6 MILES
 SA1859'NORTHEAST OF HOOPER, AND 3/4 MILE EAST OF THE ROAD LEADING NORTH
 SA1859'FROM HOOPER TO BENGE.  IT IS ABOUT 1/3 MILE SOUTHEAST OF THE
 SA1859'RESIDENCE OF MR. RICHARD ALLERT, IN A WHEAT FIELD AT THE HEAD OF A
 SA1859'LARGE DRAW, AND ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 SA1859'
 SA1859'THE STATION MARK, STAMPED ALLERT 1949, IS A STANDARD DISK SET IN A
 SA1859'12 INCH CONCRETE POST 18 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 SA1859'IS ON THE HIGHEST POINT OF THE CREST OF THE RIDGE, JUST EAST OF A
 SA1859'DEEP DRAW USED AS A JUNK YARD, AND ABOUT 40 FEET EAST OF THE FENCE
 SA1859'LINE THAT RUNS AROUND THE HEAD OF THE DRAW.
 SA1859'
 SA1859'REFERENCE MARK NO. 1, STAMPED ALLERT NO 1 1949, IS A STANDARD DISK
 SA1859'SET IN A 12 INCH CONCRETE POST PROJECTING 5 INCHES ABOVE THE SURFACE
 SA1859'OF THE GROUND.  IT IS 2 FEET EAST OF THE FENCE LINE AROUND THE HEAD
 SA1859'OF THE DRAW AND ABOUT 15 FEET LOWER THAN THE STATION MARK.
 SA1859'
 SA1859'REFERENCE MARK NO. 2, STAMPED ALLERT NO 2 1949, IS A STANDARD DISK
 SA1859'SET IN A 12 INCH CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
 SA1859'IT IS 1 FOOT NORTHEAST OF THE FENCE LINE AROUND THE HEAD OF THE
 SA1859'DRAW AND ABOUT 20 FEET LOWER THAN THE STATION MARK.
 SA1859'
 SA1859'THE AZIMUTH MARK, STAMPED ALLERT 1949, IS A STANDARD DISK SET IN A
 SA1859'CONCRETE POST PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 SA1859'IT IS 13 METERS EAST OF A T ROAD INTERSECTION AT A POINT WHERE THE
 SA1859'HIGHWAY IS LEFT TO GO TO THE ALLERT RANCH, 11 METERS NORTHWEST OF A
 SA1859'SIGN, BENGE LA CROSSE 11, AND 2.2 METERS WEST OF A FENCE LINE.  IT
 SA1859'IS 1 METER NORTH OF A USGS BENCH MARK STAMPED 15 LC 1568 1948.
 SA1859'
 SA1859'TO REACH THE STATION FROM HOOPER GO EAST ON STATE HIGHWAY 11B FOR
 SA1859'3.5 MILES TO A FORK ON LEFT AND SIGN, BENGE.  TURN LEFT AND CONTINUE
 SA1859'ON THE ROAD TO BENGE FOR 3.9 MILES TO A ROAD ON RIGHT AND THE
 SA1859'LOCATION OF THE AZIMUTH MARK (SEE ABOVE).  TURN RIGHT, OFF THE MAIN
 SA1859'ROAD, AND CONTINUE 0.3 MILE TO A WIRE GATE ON THE RIGHT.  PASS
 SA1859'THROUGH THE WIRE GATE AND CONTINUE SOUTHERLY THROUGH THE FIELD, AND
 SA1859'UP THE RIDGE ALONG THE NORTH SIDE OF THE DRAW FOR 0.5 MILE TO THE
 SA1859'HIGHEST POINT AND THE STATION.
 SA1859'
 SA1859'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 SA1859
 SA1859                          STATION RECOVERY (1949)
 SA1859
 SA1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WRH)
 SA1859'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE IN
 SA1859'GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 SA1859'
 SA1859'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF A CULTIVATED FIELD,
 SA1859'WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS AT
 SA1859'THE HEAD OF A DRAW THAT IS BEING USED AS A JUNK YARD.  IT IS ABOUT
 SA1859'3/4 MILE SOUTHEAST OF THE HOOPER-BENGE ROAD, ABOUT 0.4 MILE
 SA1859'SOUTH-SOUTHEAST OF MR. RICHARD ALLERTS RESIDENCE, ABOUT 8-1/2 MILES
 SA1859'AIRLINE WEST OF LA CROSSE, ABOUT 6 MILES AIRLINE NORTHEAST OF
 SA1859'HOOPER, AND ABOUT 19 MILES AIRLINE WEST OF DUSTY.
 SA1859'
 SA1859'THE STATION IS 50 FEET EAST OF A FENCE LINE, AND 60 FEET EAST
 SA1859'SOUTHEAST OF A FENCE CORNER, THE FENCE RUNS AROUND THE HEAD OF THE
 SA1859'DRAW.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 SA1859'POST, THE TOP OF WHICH IS 18 INCHES BELOW THE SURFACE OF THE
 SA1859'GROUND.  THE DISK IS STAMPED--ALLERT 1949.
 SA1859'
 SA1859'REFERENCE MARK NUMBER ONE IS 3 FEET WEST AND 3 FEET LOWER THAN THE
 SA1859'WEST EDGE OF THE CULTIVATED FIELD, AND IS SET IN THE FENCE LINE AT
 SA1859'THE EAST EDGE OF THE HEAD OF THE DRAW.  IT IS A STANDARD DISK SET
 SA1859'IN THE TOP OF A ROUND 12-INCH CONCRETE POST THAT PROJECTS 4 INCHES
 SA1859'ABOVE THE GROUND.  THE DISK IS STAMPED--ALLERT NO 1 1949.  IT IS
 SA1859'12.02 FEET LOWER THAN THE STATION.
 SA1859'
 SA1859'REFERENCE MARK NUMBER TWO IS 2 FEET EAST OF THE FENCE LINE AND 4
 SA1859'FEET WEST OF THE EDGE OF THE CULTIVATED FIELD.  IT IS A STANDARD
 SA1859'DISK SET IN THE TOP OF A ROUND 12-INCH CONCRETE POST THAT PROJECTS 6
 SA1859'INCHES ABOVE THE GROUND.  THE DISK IS STAMPED--ALLERT NO 2 1949.
 SA1859'IT IS 34.38 FEET LOWER THAN THE STATION.
 SA1859'
 SA1859'THE AZIMUTH MARK IS 6.7 FEET WEST OF A WIRE FENCE, 40 FEET EAST OF
 SA1859'THE CENTER LINE OF THE ROAD TO BENGE, 30 FEET NORTH OF THE CENTER
 SA1859'LINE OF THE ROAD TO MR. ALLERTS RESIDENCE, AND IS 1 METER NORTH OF
 SA1859'A USGS BENCH MARK THAT IS STAMPED--15 LC 1568 1948.  IT IS A
 SA1859'STANDARD DISK SET IN THE TOP OF A ROUND 12-INCH CONCRETE POST THAT
 SA1859'PROJECTS 6 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED--ALLERT
 SA1859'1949.  TO REACH THE MARK FROM THE STATION PACK WEST TO THE BOTTOM OF
 SA1859'THE DRAW.  CONTINUE WEST ON A FIELD ROAD FOR 0.2 MILE TO THE MAIN
 SA1859'ROAD.  TURN LEFT AND FOLLOW THE MAIN ROAD SOUTH AND WEST FOR 0.3
 SA1859'MILE TO A T-ROAD AND THE MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD
 SA1859'AS DESCRIBED.
 SA1859'
 SA1859'TO REACH THE STATION FROM THE RAILROAD DEPOT IN LA CROSSE GO
 SA1859'SOUTHWEST OF STATE HIGHWAY 11B FOR 11.2 MILES TO A ROAD TO THE RIGHT
 SA1859'AND A SIGN BENGE.  TURN RIGHT AND GO 3.9 MILES TO A T-ROAD TO THE
 SA1859'RIGHT.  TURN RIGHT AND GO 0.3 MILE TO A GATE ON THE RIGHT.  TURN
 SA1859'RIGHT, WEST, THROUGH THE GATE AND GO 0.2 MILE TO THE END OF THE
 SA1859'FIELD ROAD IN A DRAW.  FROM THIS POINT PACK EAST TO THE HEAD OF THE
 SA1859'DRAW AND THE STATION IS ON THE HIGHEST POINT IN THE VICINITY THAT
 SA1859'IS 50 FEET EAST OF THE FENCE AROUND THE DRAW AS DESCRIBED.
 SA1859
 SA1859                          STATION RECOVERY (1949)
 SA1859
 SA1859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 SA1859'RECOVERED IN GOOD CONDITION.  RMS NOT MEASURED.
 SA1859
 SA1859                          STATION RECOVERY (1961)
 SA1859
 SA1859'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1961 (WGG)
 SA1859'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 SA1859'CONDITION.
 SA1859'
 SA1859'DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2331 ***********************************************************************
 SA2331  DESIGNATION -  ALLEY
 SA2331  PID         -  SA2331
 SA2331  STATE/COUNTY-  WA/BENTON
 SA2331  USGS QUAD   -  RICHLAND (1992)
 SA2331
 SA2331                         *CURRENT SURVEY CONTROL
 SA2331  ___________________________________________________________________
 SA2331* NAD 83(1991)-  46 20 11.54453(N)    119 16 03.46279(W)     ADJUSTED  
 SA2331* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 SA2331  ___________________________________________________________________
 SA2331  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 SA2331  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 SA2331
 SA2331  HORZ ORDER  -  SECOND
 SA2331
 SA2331.The horizontal coordinates were established by classical geodetic methods
 SA2331.and adjusted by the National Geodetic Survey in December 1991..
 SA2331
 SA2331.The orthometric height was scaled from a topographic map.
 SA2331
 SA2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2331
 SA2331.The geoid height was determined by GEOID03.
 SA2331
 SA2331;                    North         East     Units Scale Factor Converg.
 SA2331;SPC WA S     -   112,247.040   594,872.060   MT  0.99992396   +0 53 42.7
 SA2331;SPC WA S     -   368,263.83  1,951,676.08   sFT  0.99992396   +0 53 42.7
 SA2331;UTM  11      - 5,133,939.446   325,481.923   MT  0.99997440   -1 38 27.0
 SA2331
 SA2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2331!SPC WA S     -   0.99998459  x   0.99992396  =   0.99990855
 SA2331!UTM  11      -   0.99998459  x   0.99997440  =   0.99995899
 SA2331
 SA2331:                Primary Azimuth Mark                     Grid Az
 SA2331:SPC WA S     -  CURVE                                    032 36 43.0
 SA2331:UTM  11      -  CURVE                                    035 08 52.7
 SA2331
 SA2331|---------------------------------------------------------------------|
 SA2331| PID    Reference Object                     Distance      Geod. Az  |
 SA2331|                                                           dddmmss.s |
 SA2331| SA2344 CURVE                               APPROX. 1.9 KM 0333025.7 |
 SA2331|---------------------------------------------------------------------|
 SA2331
 SA2331                          SUPERSEDED SURVEY CONTROL
 SA2331
 SA2331  NAD 83(1991)-  46 20 11.54648(N)    119 16 03.46049(W) AD(       ) 2
 SA2331  NAD 83(1986)-  46 20 11.55255(N)    119 16 03.45474(W) AD(       ) 2
 SA2331  NAD 27      -  46 20 12.07100(N)    119 15 59.39900(W) AD(       ) 2
 SA2331
 SA2331.Superseded values are not recommended for survey control.
 SA2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2331.See file dsdata.txt to determine how the superseded data were derived.
 SA2331
 SA2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2548233939(NAD 83)
 SA2331_MARKER: Z = SEE DESCRIPTION
 SA2331_SETTING: 0 = UNSPECIFIED SETTING
 SA2331_STAMPING: ALLEY 1949
 SA2331_MARK LOGO: USE   
 SA2331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2331
 SA2331  HISTORY     - Date     Condition        Report By
 SA2331  HISTORY     - 1949     MONUMENTED       USE
 SA2331
 SA2331                          STATION DESCRIPTION
 SA2331
 SA2331'DESCRIBED BY US ENGINEERS 1949 (WRH)
 SA2331'BEGIN ON GEORGE WASHINGTON WAY IN FRONT OF BUS DEPOT.  GO NORTH
 SA2331'ALONG GEORGE WASHINGTON WAY 4.2 MILES TO SECOND STREET.  TURN
 SA2331'RIGHT.  GO 0.3 MILES TO C AVE.  TURN RIGHT TO B AVE. AND THIRD
 SA2331'STREET INTERSECTION.  TAKE GRAVEL ROAD BEARING TO LEFT ABOUT 300
 SA2331'FEET TO STATION.
 SA2331'
 SA2331'LOCATED ON GRAVEL SHOULDER ABOUT 40 FEET NORTHEAST FROM POWER
 SA2331'POLE.  BRONZE DISC SET IN CONCRETE MONUMENT, STAMPED ALLEY 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2640 ***********************************************************************
 SY2640  DESIGNATION -  ALLOY 1935
 SY2640  PID         -  SY2640
 SY2640  STATE/COUNTY-  WA/PIERCE
 SY2640  USGS QUAD   -  TACOMA NORTH (1994)
 SY2640
 SY2640                         *CURRENT SURVEY CONTROL
 SY2640  ___________________________________________________________________
 SY2640* NAD 83(1991)-  47 16 33.85965(N)    122 25 03.53685(W)     ADJUSTED  
 SY2640* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY2640  ___________________________________________________________________
 SY2640  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 SY2640  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2640
 SY2640  HORZ ORDER  -  THIRD
 SY2640
 SY2640.The horizontal coordinates were established by classical geodetic methods
 SY2640.and adjusted by the National Geodetic Survey in December 1991..
 SY2640
 SY2640.The orthometric height was scaled from a topographic map.
 SY2640
 SY2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2640
 SY2640.The geoid height was determined by GEOID03.
 SY2640
 SY2640;                    North         East     Units Scale Factor Converg.
 SY2640;SPC WA S     -   217,707.593   354,920.361   MT  0.99998740   -1 23 34.7
 SY2640;SPC WA S     -   714,262.33  1,164,434.55   sFT  0.99998740   -1 23 34.7
 SY2640;SPC WA N     -    31,928.572   380,127.917   MT  1.00004929   -1 10 46.4
 SY2640;SPC WA N     -   104,752.32  1,247,136.34   sFT  1.00004929   -1 10 46.4
 SY2640;UTM  10      - 5,236,008.186   544,044.935   MT  0.99962384   +0 25 40.2
 SY2640
 SY2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2640!SPC WA S     -   1.00000322  x   0.99998740  =   0.99999062
 SY2640!SPC WA N     -   1.00000322  x   1.00004929  =   1.00005251
 SY2640!UTM  10      -   1.00000322  x   0.99962384  =   0.99962706
 SY2640
 SY2640                          SUPERSEDED SURVEY CONTROL
 SY2640
 SY2640  NAD 83(1986)-  47 16 33.85377(N)    122 25 03.55083(W) AD(       ) 3
 SY2640  NAD 27      -  47 16 34.49800(N)    122 24 59.09900(W) AD(       ) 3
 SY2640
 SY2640.Superseded values are not recommended for survey control.
 SY2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2640.See file dsdata.txt to determine how the superseded data were derived.
 SY2640
 SY2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4404536008(NAD 83)
 SY2640
 SY2640  HISTORY     - Date     Condition        Report By
 SY2640  HISTORY     - 1935     MONUMENTED       CGS
 SY2640  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2640
 SY2640                          STATION DESCRIPTION
 SY2640
 SY2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2640'STATION IS LOCATED ON END OF GRAIN ELEVATOR WHARF AT THE ENTRANCE
 SY2640'TO WAPATO WATERWAY.  STATION IS 3 FEET FROM THE END OF WHARF MIDWAY
 SY2640'OF ITS WIDTH.  STATION TEMPORARILY MARKED BY CROSS CENTERED BY A
 SY2640'TACK.  THIS IS AN INTERSECTION STATION.
 SY2640
 SY2640                          STATION RECOVERY (1963)
 SY2640
 SY2640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2640'LOST.  DURING EXAMINATION OF THE WHARF A VERY LIGHT CROSS WAS FOUND
 SY2640'IN THE APPROXIMATE LOCATION OF THE STATION, BUT IT DID NOT LOOK LIKE
 SY2640'ANYTHING THAT HAD MARKED A 1935 STATION.  IT WAS LATER LEARNED THAT
 SY2640'THE WHARF WAS DESTROYED BY FIRE IN THE 1940S, SO ANY TEMPORARY MARK
 SY2640'PUT THERE IN 1935 WAS UNDOUBTEDLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0807 ***********************************************************************
 SY0807  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0807  DESIGNATION -  ALLYN
 SY0807  PID         -  SY0807
 SY0807  STATE/COUNTY-  WA/MASON
 SY0807  USGS QUAD   -  BELFAIR (1994)
 SY0807
 SY0807                         *CURRENT SURVEY CONTROL
 SY0807  ___________________________________________________________________
 SY0807* NAD 83(1991)-  47 23 23.12922(N)    122 49 30.33478(W)     ADJUSTED  
 SY0807* NAVD 88     -         2.473  (meters)       8.11   (feet)  POSTED    
 SY0807  ___________________________________________________________________
 SY0807  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 SY0807  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 SY0807  DYNAMIC HT  -           2.470 (meters)       8.10  (feet)  COMP
 SY0807  MODELED GRAV-     980,799.7   (mgal)                       NAVD 88
 SY0807
 SY0807  HORZ ORDER  -  THIRD
 SY0807  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0807
 SY0807.The horizontal coordinates were established by classical geodetic methods
 SY0807.and adjusted by the National Geodetic Survey in December 1991..
 SY0807
 SY0807.The orthometric height was determined by differential leveling
 SY0807.and adjusted by the National Geodetic Survey in 1992..
 SY0807.No vertical observational check was made to the station.
 SY0807.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0807.was located on a no-check spur therefore a value was not computed.
 SY0807
 SY0807.This Tidal Bench Mark is designated as VM 9129
 SY0807.by the Center for Operational Oceanographic Products and Services.
 SY0807
 SY0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0807
 SY0807.The geoid height was determined by GEOID03.
 SY0807
 SY0807.The dynamic height is computed by dividing the NAVD 88
 SY0807.geopotential number by the normal gravity value computed on the
 SY0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0807.degrees latitude (g = 980.6199 gals.).
 SY0807
 SY0807.The modeled gravity was interpolated from observed gravity values.
 SY0807
 SY0807;                    North         East     Units Scale Factor Converg.
 SY0807;SPC WA S     -   231,170.423   324,475.885   MT  1.00001340   -1 41 20.2
 SY0807;SPC WA S     -   758,431.63  1,064,551.30   sFT  1.00001340   -1 41 20.2
 SY0807;SPC WA N     -    45,280.344   349,633.286   MT  1.00002239   -1 28 58.5
 SY0807;SPC WA N     -   148,557.26  1,147,088.54   sFT  1.00002239   -1 28 58.5
 SY0807;UTM  10      - 5,248,492.825   513,200.395   MT  0.99960214   +0 07 43.4
 SY0807
 SY0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0807!SPC WA S     -   1.00000308  x   1.00001340  =   1.00001648
 SY0807!SPC WA N     -   1.00000308  x   1.00002239  =   1.00002547
 SY0807!UTM  10      -   1.00000308  x   0.99960214  =   0.99960522
 SY0807
 SY0807:                Primary Azimuth Mark                     Grid Az
 SY0807:SPC WA S     -  LAST                                     018 36 16.9
 SY0807:SPC WA N     -  LAST                                     018 23 55.2
 SY0807:UTM  10      -  LAST                                     016 47 13.3
 SY0807
 SY0807|---------------------------------------------------------------------|
 SY0807| PID    Reference Object                     Distance      Geod. Az  |
 SY0807|                                                           dddmmss.s |
 SY0807| SY3392 LAST                                APPROX. 1.5 KM 0165456.7 |
 SY0807| SY3390 WEST TRANSMISSION TOWER             292.898 METERS 07742     |
 SY0807| SY3389 EAST TRANSMISSION TOWER             APPROX. 0.6 KM 0873610.9 |
 SY0807| CE3327 ALLYN RM                              5.874 METERS 15131     |
 SY0807| SY3391 ALLYN DOCK HOUSE SOUTH GABLE        APPROX. 0.7 KM 1795654.3 |
 SY0807| CE3328 ALLYN WM                              6.830 METERS 29235     |
 SY0807|---------------------------------------------------------------------|
 SY0807
 SY0807                          SUPERSEDED SURVEY CONTROL
 SY0807
 SY0807  NAD 83(1986)-  47 23 23.12505(N)    122 49 30.34340(W) AD(       ) 3
 SY0807  NAD 27      -  47 23 23.78600(N)    122 49 25.82700(W) AD(       ) 3
 SY0807  NGVD 29 (??/??/??)    1.410  (m)            4.63   (f) ADJUSTED    1 2
 SY0807
 SY0807.Superseded values are not recommended for survey control.
 SY0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0807.See file dsdata.txt to determine how the superseded data were derived.
 SY0807
 SY0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1320048493(NAD 83)
 SY0807_MARKER: DS = TRIANGULATION STATION DISK
 SY0807_SETTING: 80 = SET IN A BOULDER
 SY0807_SP_SET: BOULDER
 SY0807_STAMPING: ALLYN 1934
 SY0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0807+STABILITY: SURFACE MOTION
 SY0807
 SY0807  HISTORY     - Date     Condition        Report By
 SY0807  HISTORY     - 1934     MONUMENTED       CGS
 SY0807  HISTORY     - 1952     GOOD             CGS
 SY0807  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY0807  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY0807  HISTORY     - 1983     GOOD             USPSQD
 SY0807  HISTORY     - 1987     GOOD             USPSQD
 SY0807  HISTORY     - 1988     POOR             USPSQD
 SY0807  HISTORY     - 19950809 GOOD             USPSQD
 SY0807
 SY0807                          STATION DESCRIPTION
 SY0807
 SY0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY0807'LOCATED ON A SMALL ROUNDING POINT ON THE W SIDE OF CASE INLET ABOUT
 SY0807'0.9 MILE (NAUTICAL) FROM THE HEAD AND ABOUT 0.3 MILE (NAUTICAL) N
 SY0807'OF THE DOCK AT ALLYN.
 SY0807'
 SY0807'STATION IS MARKED AS DESCRIBED IN NOTE 4, BY A STANDARD DISK
 SY0807'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BOULDER ABOUT 20 FEET
 SY0807'OUTSIDE THE TREE LINE.  BOULDER PROJECTS ABOUT 4 INCHES.
 SY0807'
 SY0807'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 12C, BY A
 SY0807'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER TO THE
 SY0807'SE.  BOULDER IS ABOUT 4 FEET IN DIAMETER AND 1 FOOT HIGH.
 SY0807'
 SY0807'REFERENCE MARK NO.2 IS A MEANDER STAKE TO THE N, BEING AN IRON
 SY0807'PIPE WITH A METAL CAP, PROJECTING ABOUT 1 FOOT AND ABOUT 50 FEET
 SY0807'FROM THE TREE LINE.
 SY0807'
 SY0807'WITNESS MARK IS MARKED, AS DESCRIBED IN NOTE 15A, BY A TRIANGULAR
 SY0807'BLAZE IN A SMALL CEDAR TREE DIRECTLY BACK OF THE STATION.  THE
 SY0807'TACOMA POWER LINE CROSSES THE HEAD OF THE BAY ABOUT 100 METERS TO
 SY0807'THE N OF THE STATION.
 SY0807
 SY0807                          STATION RECOVERY (1952)
 SY0807
 SY0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 SY0807'0.4 MI N FROM ALLYN.
 SY0807'250 FEET EAST OF HIGHWAY 14B, APPROXIMATELY 100 YARDS SOUTH OF
 SY0807'SOUTHERN HIGH VOLTAGE TRANSMISSION LINE, ABOUT 103 FEET ALONG SHORE
 SY0807'FROM A LINE ALONG SOUTH SIDE OF SMALL WOODEN BUILDING, NINE YARDS EAST
 SY0807'OF HIGH WATER LINE IN A BOULDER EMBEDDED IN BEACH AND PROJECTING 6
 SY0807'INCHES.
 SY0807
 SY0807                          STATION RECOVERY (1964)
 SY0807
 SY0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY0807'THE STATION MARK, REFERENCE MARK NO. 1, THE MEANDER STAKE (REFERRED
 SY0807'TO AS REFERENCE MARK NO. 2 IN 1934) AND THE WITNESS MARK WERE
 SY0807'RECOVERED.  THE STATION MARK IS 110 YARDS SOUTH OF THE CENTER OF
 SY0807'THE DOUBLE STEEL TOWER POWER LINE CROSSING THE RIVER AND 11 YARDS
 SY0807'EAST OF THE TREE LINE.  IT IS ABOUT FLUSH WITH THE BEACH WITH
 SY0807'ONLY A SMALL PORTION OF THE ROCK EXPOSED.
 SY0807'
 SY0807'REFERENCE MARK NO. 1 IS IN A DARK COLORED, 5 X 3 FOOT BOULDER
 SY0807'WHICH PROJECTS ONE FOOT AND IS 15 YARDS EAST OF THE TREE LINE.
 SY0807'
 SY0807'THE MEANDER STAKE IS 128.1 FEET NORTH OF THE STATION.  IT IS A ONE
 SY0807'INCH PIPE, WHICH PROJECTS ABOUT 9 INCHES, WITH A CAP STAMPED
 SY0807'GOVT. MEANDER CITY W. BERG.
 SY0807'
 SY0807'TO REACH FROM THE T-INTERSECTION IN ALLYN, GO NORTH ON STATE
 SY0807'HIGHWAY 3 FOR 0.35 MILE TO A Y WHERE STATE HIGHWAY 3 CURVES LEFT,
 SY0807'CONTINUE STRAIGHT AHEAD ON RIGHT FORK 0.1 MILE TO A DRIVEWAY,
 SY0807'TURN RIGHT AND GO EAST 0.05 MILE TO A FARMHOUSE.  FROM HERE, WALK
 SY0807'NORTH ALONG THE BEACH ABOUT 275 YARDS TO THE STATION.
 SY0807
 SY0807                          STATION RECOVERY (1966)
 SY0807
 SY0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY0807'THERE IS ALSO A RECOVERY NOTE BY I.R.R. IN 1964 WHICH HAS NOT BEEN
 SY0807'PUBLISHED.  THE STATION WAS RECOVERED AS DESCRIBED BY I.R.R. IN
 SY0807'1964.
 SY0807
 SY0807                          STATION RECOVERY (1983)
 SY0807
 SY0807'RECOVERY NOTE BY US POWER SQUADRON 1983 (EGC)
 SY0807'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 SY0807'MARK 1 WAS RECOVERED BUT ERODED TO A ONE INCH PLUG IN THE DRILLED
 SY0807'HOLE.
 SY0807'
 SY0807'THE MEANDER STAKE (RM NO. 2 IN 1934) FOUND IN VERY GOOD CONDITION.
 SY0807'PROTRUDES 2 INCHES.  STAMPED GOVT MEANDER CITY W.BERG.  A LARGE
 SY0807'LOG BULKHEAD HAS BEEN BUILT BACK OF THE STATION AND NO WITNESS TREE
 SY0807'WAS FOUND.
 SY0807
 SY0807                          STATION RECOVERY (1987)
 SY0807
 SY0807'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0807'RECOVERED IN GOOD CONDITION.
 SY0807
 SY0807                          STATION RECOVERY (1988)
 SY0807
 SY0807'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY0807'MARK RECOVERED IN POOR CONDITION.
 SY0807
 SY0807                          STATION RECOVERY (1995)
 SY0807
 SY0807'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3391 ***********************************************************************
 SY3391  DESIGNATION -  ALLYN DOCK HOUSE SOUTH GABLE
 SY3391  PID         -  SY3391
 SY3391  STATE/COUNTY-  WA/MASON
 SY3391  USGS QUAD   -  BELFAIR (1994)
 SY3391
 SY3391                         *CURRENT SURVEY CONTROL
 SY3391  ___________________________________________________________________
 SY3391* NAD 83(1991)-  47 22 59.95269(N)    122 49 30.30406(W)     ADJUSTED  
 SY3391* NAVD 88     -                                                        
 SY3391  ___________________________________________________________________
 SY3391  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 SY3391  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 SY3391
 SY3391  HORZ ORDER  -  THIRD
 SY3391
 SY3391.The horizontal coordinates were established by classical geodetic methods
 SY3391.and adjusted by the National Geodetic Survey in December 1991..
 SY3391
 SY3391
 SY3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3391
 SY3391.The geoid height was determined by GEOID03.
 SY3391
 SY3391;                    North         East     Units Scale Factor Converg.
 SY3391;SPC WA S     -   230,454.948   324,455.433   MT  1.00001182   -1 41 20.2
 SY3391;SPC WA S     -   756,084.28  1,064,484.20   sFT  1.00001182   -1 41 20.2
 SY3391;SPC WA N     -    44,564.793   349,615.407   MT  1.00002381   -1 28 58.4
 SY3391;SPC WA N     -   146,209.66  1,147,029.88   sFT  1.00002381   -1 28 58.4
 SY3391;UTM  10      - 5,247,777.355   513,202.647   MT  0.99960214   +0 07 43.4
 SY3391
 SY3391                          SUPERSEDED SURVEY CONTROL
 SY3391
 SY3391  NAD 83(1986)-  47 22 59.94853(N)    122 49 30.31275(W) AD(       ) 4
 SY3391  NAD 27      -  47 23 00.61000(N)    122 49 25.80000(W) AD(       ) 3
 SY3391
 SY3391.Superseded values are not recommended for survey control.
 SY3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3391.See file dsdata.txt to determine how the superseded data were derived.
 SY3391
 SY3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1320347777(NAD 83)
 SY3391
 SY3391  HISTORY     - Date     Condition        Report By
 SY3391  HISTORY     - UNK      MONUMENTED
 SY3391  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3391  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 SY3391
 SY3391                          STATION DESCRIPTION
 SY3391
 SY3391'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3391'THE STATION HAS BEEN DESTROYED.  THERE IS STILL A DOCK AND DOCK
 SY3391'HOUSE, BUT IN 1934 THE DOCK EXTENDED FARTHER OUT.  THE DOCK WAS
 SY3391'SHORTENED AND A NEW HOUSE BUILT.
 SY3391
 SY3391                          STATION RECOVERY (1995)
 SY3391
 SY3391'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY3391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0808 ***********************************************************************
 SY0808  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0808  DESIGNATION -  ALLYN RM 1
 SY0808  PID         -  SY0808
 SY0808  STATE/COUNTY-  WA/MASON
 SY0808  USGS QUAD   -  BELFAIR (1994)
 SY0808
 SY0808                         *CURRENT SURVEY CONTROL
 SY0808  ___________________________________________________________________
 SY0808* NAD 83(1986)-  47 23 22.     (N)    122 49 30.     (W)     SCALED    
 SY0808* NAVD 88     -         2.413  (meters)       7.92   (feet)  POSTED    
 SY0808  ___________________________________________________________________
 SY0808  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 SY0808  DYNAMIC HT  -           2.410 (meters)       7.91  (feet)  COMP
 SY0808  MODELED GRAV-     980,800.5   (mgal)                       NAVD 88
 SY0808
 SY0808  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0808
 SY0808.The horizontal coordinates were scaled from a topographic map and have
 SY0808.an estimated accuracy of +/- 6 seconds.
 SY0808
 SY0808.The orthometric height was determined by differential leveling
 SY0808.and adjusted by the National Geodetic Survey in 1992..
 SY0808.No vertical observational check was made to the station.
 SY0808.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0808.was located on a no-check spur therefore a value was not computed.
 SY0808
 SY0808.This Tidal Bench Mark is designated as VM 9130
 SY0808.by the Center for Operational Oceanographic Products and Services.
 SY0808
 SY0808.The geoid height was determined by GEOID03.
 SY0808
 SY0808.The dynamic height is computed by dividing the NAVD 88
 SY0808.geopotential number by the normal gravity value computed on the
 SY0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0808.degrees latitude (g = 980.6199 gals.).
 SY0808
 SY0808.The modeled gravity was interpolated from observed gravity values.
 SY0808
 SY0808;                    North         East    Units  Estimated Accuracy
 SY0808;SPC WA S     -   231,140.      324,480.      MT  (+/- 180 meters Scaled)
 SY0808
 SY0808                          SUPERSEDED SURVEY CONTROL
 SY0808
 SY0808  NGVD 29 (??/??/??)    1.351  (m)            4.43   (f) ADJUSTED    1 2
 SY0808
 SY0808.Superseded values are not recommended for survey control.
 SY0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0808.See file dsdata.txt to determine how the superseded data were derived.
 SY0808
 SY0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET132484(NAD 83)
 SY0808_MARKER: DR = REFERENCE MARK DISK
 SY0808_SETTING: 80 = SET IN A BOULDER
 SY0808_SP_SET: BOULDER
 SY0808_STAMPING: 1 1934
 SY0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0808+STABILITY: SURFACE MOTION
 SY0808
 SY0808  HISTORY     - Date     Condition        Report By
 SY0808  HISTORY     - 1934     MONUMENTED       CGS
 SY0808  HISTORY     - 1952     GOOD             CGS
 SY0808  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY0808
 SY0808                          STATION DESCRIPTION
 SY0808
 SY0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SY0808'0.4 MI N FROM ALLYN.
 SY0808'MARK IS ABOUT 250 FEET EAST OF HIGHWAY 14B, APPROXIMATELY 102 YARDS
 SY0808'SOUTH OF SOUTHERN ONE OF HIGH VOLTAGE TRANSMISSION LINES, 12 YARDS
 SY0808'EAST OF HIGH WATER LINE, ABOUT 122 FEET SOUTH OF A LINE ALONG SOUTH
 SY0808'SIDE OF SMALL WOODEN BUILDING, IN TOP OF AN OBLONG-SHAPED BOULDER 4
 SY0808'FEET LONG PROJECTING ONE FOOT ABOVE SURFACE.
 SY0808
 SY0808                          STATION RECOVERY (1987)
 SY0808
 SY0808'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3385 ***********************************************************************
 SY3385  DESIGNATION -  ALLYN SCHOOLHOUSE BELFRY
 SY3385  PID         -  SY3385
 SY3385  STATE/COUNTY-  WA/MASON
 SY3385  USGS QUAD   -  BELFAIR (1994)
 SY3385
 SY3385                         *CURRENT SURVEY CONTROL
 SY3385  ___________________________________________________________________
 SY3385* NAD 83(1991)-  47 22 59.58212(N)    122 49 55.98239(W)     ADJUSTED  
 SY3385* NAVD 88     -                                                        
 SY3385  ___________________________________________________________________
 SY3385  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 SY3385  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 SY3385
 SY3385  HORZ ORDER  -  THIRD
 SY3385
 SY3385.The horizontal coordinates were established by classical geodetic methods
 SY3385.and adjusted by the National Geodetic Survey in December 1991..
 SY3385
 SY3385
 SY3385.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3385
 SY3385.The geoid height was determined by GEOID03.
 SY3385
 SY3385;                    North         East     Units Scale Factor Converg.
 SY3385;SPC WA S     -   230,459.408   323,916.717   MT  1.00001180   -1 41 38.8
 SY3385;SPC WA S     -   756,098.91  1,062,716.76   sFT  1.00001180   -1 41 38.8
 SY3385;SPC WA N     -    44,567.316   349,076.672   MT  1.00002383   -1 29 17.6
 SY3385;SPC WA N     -   146,217.94  1,145,262.38   sFT  1.00002383   -1 29 17.6
 SY3385;UTM  10      - 5,247,764.731   512,664.282   MT  0.99960197   +0 07 24.5
 SY3385
 SY3385                          SUPERSEDED SURVEY CONTROL
 SY3385
 SY3385  NAD 83(1986)-  47 22 59.57800(N)    122 49 55.99106(W) AD(       ) 4
 SY3385  NAD 27      -  47 23 00.23800(N)    122 49 51.47500(W) AD(       ) 3
 SY3385
 SY3385.Superseded values are not recommended for survey control.
 SY3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3385.See file dsdata.txt to determine how the superseded data were derived.
 SY3385
 SY3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1266447765(NAD 83)
 SY3385_MARKER: 75 = BELFRY
 SY3385
 SY3385  HISTORY     - Date     Condition        Report By
 SY3385  HISTORY     - 1934     FIRST OBSERVED   CGS
 SY3385  HISTORY     - 1953     GOOD             AEROS
 SY3385  HISTORY     - 1966     GOOD             CGS
 SY3385  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY3385
 SY3385                          STATION DESCRIPTION
 SY3385
 SY3385'DESCRIBED BY AERO SERVICE CORPORATION 1953
 SY3385'RECOVERED
 SY3385
 SY3385                          STATION RECOVERY (1966)
 SY3385
 SY3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3385'STATION RECOVERED.  THE BELFRY IS ON THE APEX OF THE EAST-WEST
 SY3385'ROOF OF A T-SHAPED ROOF ON A FRAME SCHOOL BUILDING WITH THE
 SY3385'ENTRANCE AT THE SOUTHEAST CORNER OF THE BUILDING AND A ROW OF FIVE
 SY3385'WINDOWS ALONG THE SOUTH AND EAST SIDES OF THE BUILDING.  IT IS
 SY3385'ABOUT 2 BLOCKS WEST AND 1 BLOCK NORTH OF THE T-INTERSECTION IN
 SY3385'ALLYN.
 SY3385
 SY3385                          STATION RECOVERY (1983)
 SY3385
 SY3385'RECOVERY NOTE BY US POWER SQUADRON 1983 (EGC)
 SY3385'STATION DESTROYED.
 SY3385'
 SY3385'THE ALLYN SCHOOLHOUSE AND BELFREY WAS COMPLETELY DESTROYED BY FIRE
 SY3385'IN JULY 1976.  THE RUBBISH FROM THE FIRE HAS BEEN ENTIRELY CLEANED
 SY3385'UP AND MOST OF THE SITE HAS BEEN FILLED WITH DIRT BY BULLDOZER.
 SY3385'
 SY3385'I RAKED THE REMAINING AREA BUT FOUND NO EVIDENCE OF THE BENCH
 SY3385'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1391 ***********************************************************************
 SW1391  DESIGNATION -  ALMIRA
 SW1391  PID         -  SW1391
 SW1391  STATE/COUNTY-  WA/LINCOLN
 SW1391  USGS QUAD   -  ALMIRA (1969)
 SW1391
 SW1391                         *CURRENT SURVEY CONTROL
 SW1391  ___________________________________________________________________
 SW1391* NAD 83(1991)-  47 42 14.43817(N)    118 57 29.76650(W)     ADJUSTED  
 SW1391* NAVD 88     -       621.1    (meters)    2038.     (feet)  VERTCON   
 SW1391  ___________________________________________________________________
 SW1391  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 SW1391  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 SW1391
 SW1391  HORZ ORDER  -  THIRD
 SW1391
 SW1391.The horizontal coordinates were established by classical geodetic methods
 SW1391.and adjusted by the National Geodetic Survey in December 1991..
 SW1391
 SW1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1391
 SW1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1391
 SW1391.The geoid height was determined by GEOID03.
 SW1391
 SW1391;                    North         East     Units Scale Factor Converg.
 SW1391;SPC WA N     -    79,987.453   640,707.500   MT  0.99996820   +1 23 45.7
 SW1391;SPC WA N     -   262,425.50  2,102,054.52   sFT  0.99996820   +1 23 45.7
 SW1391;UTM  11      - 5,285,260.426   353,091.019   MT  0.99986522   -1 26 55.5
 SW1391
 SW1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1391!SPC WA N     -   0.99990576  x   0.99996820  =   0.99987397
 SW1391!UTM  11      -   0.99990576  x   0.99986522  =   0.99977100
 SW1391
 SW1391:                Primary Azimuth Mark                     Grid Az
 SW1391:SPC WA N     -  ALMIRA AZ MK RESET                       358 55 16.4
 SW1391:UTM  11      -  ALMIRA AZ MK RESET                       001 45 57.6
 SW1391
 SW1391|---------------------------------------------------------------------|
 SW1391| PID    Reference Object                     Distance      Geod. Az  |
 SW1391|                                                           dddmmss.s |
 SW1391| AH6859 ALMIRA AZ MK RESET                                 0001902.1 |
 SW1391| SW1388 ALMIRA FARMERS WHSE CO ELEV         APPROX. 1.7 KM 0422705.7 |
 SW1391| CF1855 ALMIRA AZ MK                                       0445551.5 |
 SW1391| SW1389 ALMIRA TANK                         APPROX. 1.3 KM 0773117.8 |
 SW1391| CF2481 NW CORNER OF LEWIS TOMBSTONE         21.552 METERS 09438     |
 SW1391| AH6865 ALMIRA RM 1                          22.246 METERS 12642     |
 SW1391| AH6866 ALMIRA RM 2                          19.198 METERS 18013     |
 SW1391|---------------------------------------------------------------------|
 SW1391
 SW1391                          SUPERSEDED SURVEY CONTROL
 SW1391
 SW1391  NAD 83(1986)-  47 42 14.44806(N)    118 57 29.75949(W) AD(       ) 3
 SW1391  NAD 27      -  47 42 14.91200(N)    118 57 25.70700(W) AD(       ) 3
 SW1391  NGVD 29 (07/19/86)  619.9    (m)         2034.     (f) VERT ANG       
 SW1391
 SW1391.Superseded values are not recommended for survey control.
 SW1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1391.See file dsdata.txt to determine how the superseded data were derived.
 SW1391
 SW1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN5309185260(NAD 83)
 SW1391_MARKER: DS = TRIANGULATION STATION DISK
 SW1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1391_STAMPING: ALMIRA 1950
 SW1391_MARK LOGO: CGS   
 SW1391_PROJECTION: FLUSH
 SW1391_MAGNETIC: N = NO MAGNETIC MATERIAL
 SW1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1391+STABILITY: SURFACE MOTION
 SW1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1391+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1990
 SW1391
 SW1391  HISTORY     - Date     Condition        Report By
 SW1391  HISTORY     - 1950     MONUMENTED       CGS
 SW1391  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1391  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SW1391  HISTORY     - 19900327 GOOD             WADT
 SW1391
 SW1391                          STATION DESCRIPTION
 SW1391
 SW1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1391'THE STATION IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY 2.  IT IS
 SW1391'ABOUT 1 MILE SOUTHWEST OF ALMIRA, AND ACROSS THE ROAD FROM THE
 SW1391'NORTHWEST CORNER OF THE ALMIRA CEMETERY.
 SW1391'
 SW1391'THE STATION IS 39 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 2, 65
 SW1391'FEET WEST OF THE NORTHWEST CORNER OF THE ALMIRA CEMETERY, 4.8 FEET
 SW1391'SOUTH OF A TRIANGULAR BLAZED TELEPHONE POLE, AND 4 FEET EAST OF A
 SW1391'WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 SW1391'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE DISK
 SW1391'IS STAMPED--ALMIRA 1950.
 SW1391'
 SW1391'REFERENCE MARK NUMBER ONE IS 27 FEET EAST OF THE CENTER LINE OF
 SW1391'THE HIGHWAY, 4-1/2 FEET WEST OF THE WEST FENCE OF THE CEMETERY,
 SW1391'AND 18 FEET SOUTH OF THE CENTER LINE OF THE NORTH ENTRANCE TO THE
 SW1391'CEMETERY.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 SW1391'CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE GROUND.  THE DISK IS
 SW1391'STAMPED--ALMIRA NO 1 1950.
 SW1391'
 SW1391'REFERENCE MARK NUMBER TWO IS 41 FEET WEST OF THE CENTER LINE OF
 SW1391'THE HIGHWAY, AND 2 FEET EAST OF THE WIRE FENCE.  IT IS A STANDARD
 SW1391'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 SW1391'INCHES ABOVE THE GROUND.  THE DISK IS STAMPED--ALMIRA NO 2 1950.
 SW1391'
 SW1391'THE AZIMUTH MARK IS 30 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 SW1391'HIGHWAY 2, AND 1 FOOT SOUTHEAST OF A WIRE FENCE.  IT IS A STANDARD
 SW1391'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 SW1391'INCHES ABOVE THE GROUND.  THE DISK IS STAMPED--ALMIRA 1950 TO REACH
 SW1391'THE MARK FROM THE STATION GO NORTHEAST ON U.S. HIGHWAY 2 FOR 0.5
 SW1391'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 SW1391'
 SW1391'THE SUBSTITUTE STATION IS THE INTERSECTION OF THE CENTER LINES OF
 SW1391'U.S. HIGHWAY 2 AND A GRAVEL ROAD THAT GOES NORTH.  IT IS 0.47 METERS
 SW1391'LOWER THAN THE STATION.
 SW1391'
 SW1391'TO REACH THE STATION FROM THE POST OFFICE IN ALMIRA GO SOUTH ON
 SW1391'STATE HIGHWAY 2 FOR 0.05 MILE TO U.S. HIGHWAY 2.  TURN RIGHT,
 SW1391'SOUTHWESTERLY, AND GO 0.95 MILE TO THE STATION ON THE RIGHT, WEST,
 SW1391'SIDE OF THE ROAD AS DESCRIBED.
 SW1391'
 SW1391'THE STATION IS 6 FEET NORTH NORTHEAST OF A WHITE WITNESS POST.
 SW1391'
 SW1391'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 SW1391
 SW1391                          STATION RECOVERY (1965)
 SW1391
 SW1391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1391'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 SW1391'WERE RECOVERED AS DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND.  A
 SW1391'NEW AZIMUTH MARK WAS ESTABLISHED.
 SW1391'
 SW1391'THE STATION MARK IS 6 FEET SOUTH OF THE PROJECTED CENTERLINE OF
 SW1391'THE BLACKTOP ROAD RUNNING NORTHEAST FROM THE STATION.  A METAL
 SW1391'WITNESS POST WAS SET 2-1/2 FEET WEST OF THE STATION.  THE TELEPHONE
 SW1391'POLE AT THE STATION IS GONE.  REFERENCE MARK NO. 2 IS 2 INCHES BELOW
 SW1391'GROUND INSTEAD OF PROJECTING 2 INCHES.
 SW1391'
 SW1391'U.S. HIGHWAY NO. 2 NOW BYPASSES THE TOWN, BUT THE BLACKTOP ROAD
 SW1391'WHICH WAS HIGHWAY 2 STILL EXISTS AND DIRECTIONS FOR REACHING THE
 SW1391'STATION ARE ADEQUATE.
 SW1391'
 SW1391'THE AZIMUTH MARK, STAMPED ALMIRA AZI RESET 1965, IS A REFERENCE
 SW1391'MARK DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 SW1391'IS 60 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 3744, 25 FEET SOUTH
 SW1391'OF THE CENTER OF A GRAVEL ROAD, 23 FEET EAST OF THE CENTER OF A
 SW1391'NORTH-SOUTH ROAD AND 2 FEET WEST OF A FENCE CORNER.  THIS MARK IS
 SW1391'ALSO THE AZIMUTH MARK FOR TRIANGULATION STATION BM L 71.
 SW1391'
 SW1391'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVEL
 SW1391'ROAD FOR 0.7 MILE TO A CROSSROAD AND THE MARK IN THE SOUTHEAST
 SW1391'ANGLE OF THE INTERSECTION.
 SW1391
 SW1391                          STATION RECOVERY (1974)
 SW1391
 SW1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SW1391'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 SW1391'SET IN 1960 WERE RECOVERED.  THE MEASUREMENT TO REFERENCE MARK NO. 2
 SW1391'IS 0.07 METER SHORTER THAN THE 1950 MEASUREMENT BUT THE ANGLE
 SW1391'AGREES.
 SW1391'
 SW1391'THE STATION IS ABOUT 1 MILE SOUTHWEST OF ALMIRA AND ACROSS THE ROAD
 SW1391'FROM THE NORTHWEST CORNER OF THE ALMIRA CEMETERY.
 SW1391'
 SW1391'TO REACH FROM THE INTERSECTION 1 BLOCK SOUTH OF THE POST OFFICE IN
 SW1391'ALMIRA, GO SOUTHWESTERLY ON THE BLACKTOP ROAD FOR 0.95 MILE TO A
 SW1391'REVERSE Y AT THE NORTHWEST CORNER OF THE CEMETERY, AND THE STATION
 SW1391'ON THE RIGHT AT THE SOUTH END OF THE CURVE.
 SW1391'
 SW1391'THE STATION MARK, STAMPED ALMIRA 1950, IS A STANDARD DISK SET IN A
 SW1391'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 36 FEET WEST OF
 SW1391'THE CENTER OF THE ROAD, 12 FEET SOUTH OF THE SOUTH GATEPOST, 5 FEET
 SW1391'SOUTHEAST OF THE PROJECTED CENTERLINE OF THE ROAD GOING NORTHEAST AND
 SW1391'3 FEET EAST OF A METAL WITNESS POST.
 SW1391'
 SW1391'REFERENCE MARK NO. 1, STAMPED ALMIRA NO 1 1950, IS A STANDARD DISK
 SW1391'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 32 FEET
 SW1391'EAST OF THE CENTER OF THE ROAD, 14 FEET WEST-NORTHWEST OF THE
 SW1391'NORTHWEST CORNER OF JONES TOMBSTONE, 10 FEET SOUTH-SOUTHWEST OF THE
 SW1391'SOUTH GATEPOST AT THE NORTH ENTRANCE TO THE CEMETERY AND 5 FEET
 SW1391'WEST OF THE CEMETERY FENCE.
 SW1391'
 SW1391'REFERENCE MARK NO. 2, STAMPED ALMIRA NO 2 1950, IS A STANDARD DISK
 SW1391'SET IN CONCRETE 6 INCHES BELOW GROUND.  IT IS 25 FEET WEST OF THE
 SW1391'CENTER OF THE ROAD AND 2 FEET EAST OF THE FENCELINE.
 SW1391'
 SW1391'THE AZIMUTH MARK, STAMPED ALMIRA AZI RESET 1965, IS A REFERENCE
 SW1391'MARK DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 SW1391'25 FEET SOUTH OF AN EAST-WEST GRAVEL ROAD, 23 FEET EAST OF A
 SW1391'NORTH-SOUTH GRAVEL ROAD AND 2 FEET WEST OF A FENCE CORNER.
 SW1391'
 SW1391'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVEL
 SW1391'ROAD FOR 0.65 MILE TO A CROSSROAD AND THE MARK IN THE SOUTHEAST
 SW1391'ANGLE OF THE INTERSECTION.
 SW1391'
 SW1391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1 MILE SOUTHWEST
 SW1391'OF ALMIRA.
 SW1391
 SW1391                          STATION RECOVERY (1990)
 SW1391
 SW1391'RECOVERY NOTE BY WA DEPT OF TRANSP 1990 (LW)
 SW1391'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) WEST-SOUTHWEST OF
 SW1391'WILBUR, 11.3 KM (7.00 MI) EAST-NORTHEAST OF HARTLINE, 1.6 KM (1.00 MI)
 SW1391'SOUTHWEST OF ALMIRA AND ON ROAD RIGHT-OF-WAY. TO REACH FROM THE POST
 SW1391'OFFICE IN ALMIRA, GO SOUTHWEST ON THE SURFACED ROAD FOR 1.61 KM (1.00
 SW1391'MI) TO A REVERSE FORK AND THE STATION ACROSS THE ROAD FROM THE
 SW1391'CEMETERY ENTRANCE. THE MARK IS SET IN THE TOP OF A 0.26 M (0.85 FT)
 SW1391'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 SW1391'11.0 M (36.1 FT) WEST OF THE CENTER OF THE ROAD, 19.220 M (63.058 FT)
 SW1391'NORTH OF REFERENCE MARK 2, 22.252 M (73.005 FT) NORTHWEST OF REFERENCE
 SW1391'MARK 1, 3.7 M (12.1 FT) SOUTH OF THE SOUTH GATE POST AND 0.9 M (3.0
 SW1391'FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1388 ***********************************************************************
 SW1388  DESIGNATION -  ALMIRA FARMERS WHSE CO ELEV
 SW1388  PID         -  SW1388
 SW1388  STATE/COUNTY-  WA/LINCOLN
 SW1388  USGS QUAD   -  ALMIRA (1969)
 SW1388
 SW1388                         *CURRENT SURVEY CONTROL
 SW1388  ___________________________________________________________________
 SW1388* NAD 83(1991)-  47 42 55.09697(N)    118 56 34.64890(W)     ADJUSTED  
 SW1388* NAVD 88     -                                                        
 SW1388  ___________________________________________________________________
 SW1388  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 SW1388  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 SW1388
 SW1388  HORZ ORDER  -  THIRD
 SW1388
 SW1388.The horizontal coordinates were established by classical geodetic methods
 SW1388.and adjusted by the National Geodetic Survey in December 1991..
 SW1388
 SW1388
 SW1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1388
 SW1388.The geoid height was determined by GEOID03.
 SW1388
 SW1388;                    North         East     Units Scale Factor Converg.
 SW1388;SPC WA N     -    81,270.873   641,825.345   MT  0.99996680   +1 24 26.7
 SW1388;SPC WA N     -   266,636.19  2,105,721.99   sFT  0.99996680   +1 24 26.7
 SW1388;UTM  11      - 5,286,486.654   354,271.063   MT  0.99986097   -1 26 15.6
 SW1388
 SW1388                          SUPERSEDED SURVEY CONTROL
 SW1388
 SW1388  NAD 83(1986)-  47 42 55.10670(N)    118 56 34.64200(W) AD(       ) 4
 SW1388  NAD 27      -  47 42 55.56600(N)    118 56 30.59300(W) AD(       ) 3
 SW1388
 SW1388.Superseded values are not recommended for survey control.
 SW1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1388.See file dsdata.txt to determine how the superseded data were derived.
 SW1388
 SW1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN5427186487(NAD 83)
 SW1388
 SW1388  HISTORY     - Date     Condition        Report By
 SW1388  HISTORY     - 1950     MONUMENTED       CGS
 SW1388  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1388
 SW1388                          STATION DESCRIPTION
 SW1388
 SW1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1388'THE STATION IS LOCATED AT THE NORTH END OF ALMIRA, ABOUT 300 FEET
 SW1388'NORTHEAST OF THE MAIN RAILROAD TRACKS AND ABOUT 0.2 MILE NORTH OF
 SW1388'THE CENTER OF TOWN.
 SW1388'
 SW1388'THE STATION IS A CONCRETE GRAIN ELEVATOR ABOUT 130 FEET HIGH.  THE
 SW1388'POINT INTERSECTED WAS THE CENTER AND TOP OF THE HIGHEST PART OF
 SW1388'THE BUILDING.
 SW1388
 SW1388                          STATION RECOVERY (1965)
 SW1388
 SW1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1388'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1389 ***********************************************************************
 SW1389  DESIGNATION -  ALMIRA TANK
 SW1389  PID         -  SW1389
 SW1389  STATE/COUNTY-  WA/LINCOLN
 SW1389  USGS QUAD   -  ALMIRA (1969)
 SW1389
 SW1389                         *CURRENT SURVEY CONTROL
 SW1389  ___________________________________________________________________
 SW1389* NAD 83(1991)-  47 42 23.73528(N)    118 56 27.49411(W)     ADJUSTED  
 SW1389* NAVD 88     -                                                        
 SW1389  ___________________________________________________________________
 SW1389  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 SW1389  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 SW1389
 SW1389  HORZ ORDER  -  THIRD
 SW1389
 SW1389.The horizontal coordinates were established by classical geodetic methods
 SW1389.and adjusted by the National Geodetic Survey in December 1991..
 SW1389
 SW1389
 SW1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1389
 SW1389.The geoid height was determined by GEOID03.
 SW1389
 SW1389;                    North         East     Units Scale Factor Converg.
 SW1389;SPC WA N     -    80,306.268   641,998.237   MT  0.99996787   +1 24 32.0
 SW1389;SPC WA N     -   263,471.48  2,106,289.22   sFT  0.99996787   +1 24 32.0
 SW1389;UTM  11      - 5,285,514.760   354,395.852   MT  0.99986053   -1 26 09.6
 SW1389
 SW1389                          SUPERSEDED SURVEY CONTROL
 SW1389
 SW1389  NAD 83(1986)-  47 42 23.74503(N)    118 56 27.48715(W) AD(       ) 4
 SW1389  NAD 27      -  47 42 24.20800(N)    118 56 23.43900(W) AD(       ) 3
 SW1389
 SW1389.Superseded values are not recommended for survey control.
 SW1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1389.See file dsdata.txt to determine how the superseded data were derived.
 SW1389
 SW1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN5439685515(NAD 83)
 SW1389_MARKER: 53 = ELEVATED TANK
 SW1389_SETTING: 0 = UNSPECIFIED SETTING
 SW1389
 SW1389  HISTORY     - Date     Condition        Report By
 SW1389  HISTORY     - 1950     FIRST OBSERVED   CGS
 SW1389  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1389  HISTORY     - 19900327 GOOD             WADT
 SW1389
 SW1389                          STATION DESCRIPTION
 SW1389
 SW1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1389'THE STATION IS LOCATED AT THE SOUTH END OF ALMIRA, ABOUT 85 FEET
 SW1389'SOUTH OF THE SOUTH END OF THE HIGH SCHOOL AND ABOUT 60 FEET SOUTH
 SW1389'OF THE CENTER LINE OF A GRAVELED ROAD.
 SW1389'
 SW1389'THE STATION IS A SILVER PAINTED METAL TANK MOUNTED ON METAL LEGS.
 SW1389'THE POINT INTERSECTED WAS THE CENTER AND TOP OF THE TANK WHICH IS
 SW1389'ABOUT 110 FEET ABOVE THE GROUND.
 SW1389
 SW1389                          STATION RECOVERY (1965)
 SW1389
 SW1389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1389'RECOVERED AS DESCRIBED
 SW1389
 SW1389                          STATION RECOVERY (1990)
 SW1389
 SW1389'RECOVERY NOTE BY WA DEPT OF TRANSP 1990 (LW)
 SW1389'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2522 ***********************************************************************
 RC2522  DESIGNATION -  ALMOND
 RC2522  PID         -  RC2522
 RC2522  STATE/COUNTY-  WA/KLICKITAT
 RC2522  USGS QUAD   -  SUNDALE NW (1971)
 RC2522
 RC2522                         *CURRENT SURVEY CONTROL
 RC2522  ___________________________________________________________________
 RC2522* NAD 83(1991)-  45 44 18.50467(N)    120 27 59.29683(W)     ADJUSTED  
 RC2522* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 RC2522  ___________________________________________________________________
 RC2522  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 RC2522  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC2522
 RC2522  HORZ ORDER  -  SECOND
 RC2522
 RC2522.The horizontal coordinates were established by classical geodetic methods
 RC2522.and adjusted by the National Geodetic Survey in December 1991..
 RC2522
 RC2522.The orthometric height was scaled from a topographic map.
 RC2522
 RC2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2522
 RC2522.The geoid height was determined by GEOID03.
 RC2522
 RC2522;                    North         East     Units Scale Factor Converg.
 RC2522;SPC WA S     -    45,032.470   502,609.509   MT  1.00002285   +0 01 27.7
 RC2522;SPC WA S     -   147,744.03  1,648,978.03   sFT  1.00002285   +0 01 27.7
 RC2522;SPC OR N     -   230,227.784 2,502,609.304   MT  0.99994402   +0 01 25.6
 RC2522;SPC OR N     -   755,340.50  8,210,660.45   iFT  0.99994402   +0 01 25.6
 RC2522;UTM  10      - 5,068,112.581   697,097.612   MT  1.00007762   +1 48 54.0
 RC2522
 RC2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2522!SPC WA S     -   0.99994190  x   1.00002285  =   0.99996475
 RC2522!SPC OR N     -   0.99994190  x   0.99994402  =   0.99988593
 RC2522!UTM  10      -   0.99994190  x   1.00007762  =   1.00001952
 RC2522
 RC2522|---------------------------------------------------------------------|
 RC2522| PID    Reference Object                     Distance      Geod. Az  |
 RC2522|                                                           dddmmss.s |
 RC2522| CF5185 ALMOND RM 1                           6.886 METERS 03114     |
 RC2522| CF5186 ALMOND RM 2                           8.730 METERS 12035     |
 RC2522| RC2528 WHITE                               APPROX. 6.1 KM 1575810.6 |
 RC2522|---------------------------------------------------------------------|
 RC2522
 RC2522                          SUPERSEDED SURVEY CONTROL
 RC2522
 RC2522  NAD 83(1991)-  45 44 18.50467(N)    120 27 59.29684(W) AD(       ) 2
 RC2522  NAD 83(1986)-  45 44 18.51541(N)    120 27 59.28977(W) AD(       ) 2
 RC2522  NAD 27      -  45 44 19.05800(N)    120 27 55.10600(W) AD(       ) 2
 RC2522
 RC2522.Superseded values are not recommended for survey control.
 RC2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2522.See file dsdata.txt to determine how the superseded data were derived.
 RC2522
 RC2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9709868113(NAD 83)
 RC2522_MARKER: Z = SEE DESCRIPTION
 RC2522_SETTING: 0 = UNSPECIFIED SETTING
 RC2522
 RC2522  HISTORY     - Date     Condition        Report By
 RC2522  HISTORY     - 1942     MONUMENTED       USE
 RC2522  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2522
 RC2522                          STATION DESCRIPTION
 RC2522
 RC2522'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RC2522'STATION IS ABOUT 1 MILE S AND 1/2 MILE E OF GOODNOE HILLS POST
 RC2522'OFFICE ON THE TOP OF A LOW, ROUND HILL AND JUST S OF AN ABANDONED
 RC2522'ALMOND ORCHARD.
 RC2522'
 RC2522'STATION MARK IS A STANDARD U.S.E. CONTROL-STATION DISK SET IN A
 RC2522'BURIED BOULDER ABOUT 8 INCHES IN DIAMETER AND PROJECTING ABOUT 4
 RC2522'INCHES ABOVE THE SURFACE.  IT IS ABOUT 5 METERS S OF THE FIRST ROW
 RC2522'OF TREES OF THE ORCHARD.  IT IS STAMPED ALMOND 1942.
 RC2522'
 RC2522'AN UNDERGROUND STATION MARK WAS ALSO SET IN A BURIED BOULDER
 RC2522'ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED ALMOND
 RC2522'1942.  IT IS A STANDARD U.S.E. CONTROL-STATION DISK.
 RC2522'
 RC2522'REFERENCE MARK NO.1 IS A STANDARD U.S.E. DISK SET IN A BURIED
 RC2522'BOULDER ABOUT 8 INCHES IN DIAMETER AND FLUSH WITH THE SURFACE OF
 RC2522'THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN STATION MARK AND ABOUT
 RC2522'1 METER S OF THE FIRST ROW OF TREES.  IT IS STAMPED ALMOND R.M.1,
 RC2522'1942.
 RC2522'
 RC2522'REFERENCE MARK NO.2 IS A STANDARD U.S.E. DISK SET IN A BURIED
 RC2522'BOULDER ABOUT 6 BY 10 INCHES AND FLUSH WITH THE SURFACE OF THE
 RC2522'GROUND.  IT IS ABOUT 1 FOOT LOWER THAN STATION MARK AND ABOUT 9
 RC2522'METERS S OF THE FIRST ROW OF TREES.  IT IS STAMPED ALMOND R.M.2,
 RC2522'1942.
 RC2522'
 RC2522'TO REACH FROM GOODNOE HILLS POST OFFICE GO S ON MAIN-TRAVELED ROAD
 RC2522'0.9 MILE TO CROSSROADS IN BOTTOM OF DRAW.  TURN LEFT AND GO UP
 RC2522'DRAW 0.7 MILE TO BOARD GATE ON RIGHT.  TURN SHARP RIGHT, PASS
 RC2522'THROUGH GATE, AND GO S ON TRACK ROAD 0.4 MILE TO SW CORNER OF
 RC2522'ORCHARD.  TURN LEFT, E, AND GO 0.1 MILE TO STATION ON S SIDE OF
 RC2522'ORCHARD.
 RC2522'
 RC2522'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 METERS.
 RC2522
 RC2522                          STATION RECOVERY (1959)
 RC2522
 RC2522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2522'THE UNDERGROUND MARK AND THE REFERENCE MARKS WERE RECOVERED IN
 RC2522'GOOD CONDITION AS DESCRIBED.  THE SURFACE MARK WAS IN THE BOULDER,
 RC2522'BUT THE BOULDER WAS LAYING LOOSE ON TOP OF THE GROUND.
 RC2522'
 RC2522'THE UNDERGROUND MARK IS A U.S. ARMY ENGINEERS CONTROL STATION DISK
 RC2522'STAMPED GOODNOE 1942 SET IN A BURIED BOULDER THAT IS NOW ONLY 2
 RC2522'INCHES UNDER THE GROUND.
 RC2522'
 RC2522'THE OLD SURFACE MARK IS A U.S. ARMY ENGINEERS CONTROL STATION
 RC2522'DISK STAMPED ALMOND 1942 SET IN A BOULDER LAYING ON THE GROUND
 RC2522'OVER THE UNDERGROUND MARK.
 RC2522'
 RC2522'REFERENCE MARK NUMBER ONE IS A U.S. ARMY ENGINEERS REFERENCE MARK
 RC2522'DISK STAMPED ALMOND R M 1 1942 SET IN A BOULDER THAT IS FLUSH WITH
 RC2522'THE GROUND.  IT IS NORTHEAST OF AND ABOUT 3 FEET LOWER THAN THE
 RC2522'STATION MARK.
 RC2522'
 RC2522'REFERENCE MARK NUMBER TWO IS A U.S. ARMY ENGINEERS REFERENCE MARK
 RC2522'DISK STAMPED ALMOND R M 2 1942 SET IN A BOULDER THAT PROJECTS
 RC2522'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS SOUTHEAST OF AND ABOUT 1
 RC2522'FOOT LOWER THAN THE STATION MARK.
 RC2522'
 RC2522'TO REACH THE STATION FROM THE SCHOOL AT GOODNOE HILLS, WASHINGTON,
 RC2522'GO SOUTH ON THE GRAVEL ROAD FOR 0.7 MILE TO A CROSSROAD AT THE
 RC2522'BOTTOM OF A DRAW.  TURN LEFT, EAST, AND GO UP THE DRAW 0.7 MILE TO
 RC2522'A WIRE GATE AND THE NORTHWEST CORNER OF THE ABANDONED ORCHARD ON
 RC2522'THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE, AND FOLLOW THE
 RC2522'DIM TRACK ROAD ALONG THE EAST SIDE OF A NORTH-SOUTH FENCE LINE
 RC2522'FOR 0.4 MILE TO THE SOUTHWEST CORNER OF THE ORCHARD.  TURN LEFT,
 RC2522'EAST, AND GO 0.2 MILE ALONG THE SOUTH EDGE OF THE OLD ORCHARD TO
 RC2522'THE STATION.
 RC2522'
 RC2522'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 RC2522'MEASURED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0722 ***********************************************************************
 RZ0722  DESIGNATION -  ALMOTA RESET
 RZ0722  PID         -  RZ0722
 RZ0722  STATE/COUNTY-  WA/WHITMAN
 RZ0722  USGS QUAD   -  ALMOTA (1975)
 RZ0722
 RZ0722                         *CURRENT SURVEY CONTROL
 RZ0722  ___________________________________________________________________
 RZ0722* NAD 83(1991)-  46 42 09.67465(N)    117 28 11.82444(W)     ADJUSTED  
 RZ0722* NAVD 88     -       196.842  (meters)     645.81   (feet)  ADJUSTED  
 RZ0722  ___________________________________________________________________
 RZ0722  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 RZ0722  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 RZ0722  DYNAMIC HT  -         196.831 (meters)     645.77  (feet)  COMP
 RZ0722  MODELED GRAV-     980,554.2   (mgal)                       NAVD 88
 RZ0722
 RZ0722  HORZ ORDER  -  SECOND
 RZ0722  VERT ORDER  -  SECOND    CLASS 0
 RZ0722
 RZ0722.The horizontal coordinates were established by classical geodetic methods
 RZ0722.and adjusted by the National Geodetic Survey in December 1991..
 RZ0722
 RZ0722.The orthometric height was determined by differential leveling
 RZ0722.and adjusted by the National Geodetic Survey in June 1991..
 RZ0722
 RZ0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ0722
 RZ0722.The geoid height was determined by GEOID03.
 RZ0722
 RZ0722.The dynamic height is computed by dividing the NAVD 88
 RZ0722.geopotential number by the normal gravity value computed on the
 RZ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0722.degrees latitude (g = 980.6199 gals.).
 RZ0722
 RZ0722.The modeled gravity was interpolated from observed gravity values.
 RZ0722
 RZ0722;                    North         East     Units Scale Factor Converg.
 RZ0722;SPC WA S     -   156,653.974   731,652.340   MT  0.99991670   +2 12 03.7
 RZ0722;SPC WA S     -   513,955.58  2,400,429.39   sFT  0.99991670   +2 12 03.7
 RZ0722;UTM  11      - 5,172,232.934   464,074.003   MT  0.99961586   -0 20 31.3
 RZ0722
 RZ0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ0722!SPC WA S     -   0.99997219  x   0.99991670  =   0.99988889
 RZ0722!UTM  11      -   0.99997219  x   0.99961586  =   0.99958806
 RZ0722
 RZ0722|---------------------------------------------------------------------|
 RZ0722| PID    Reference Object                     Distance      Geod. Az  |
 RZ0722|                                                           dddmmss.s |
 RZ0722| CF4357 ALMOTA RM 3                          27.682 METERS 02815     |
 RZ0722| CF5675 ALMOTO REF PT PUNCH MARK             14.899 METERS 03045     |
 RZ0722| RZ0725 ALMOTA RM 1                           6.571 METERS 08707     |
 RZ0722| CF4356 ALMOTA AZ MK 2                                     0873904.6 |
 RZ0722| RZ0724 ALMOTA RM 2                          10.340 METERS 18119     |
 RZ0722| CF4355 ALMOTA AZ MK                                       2571827.4 |
 RZ0722| CF4358 ALMOTA RM 4                          43.894 METERS 30909     |
 RZ0722| CF4359 ALMOTA RM 5                         126.910 METERS 31729     |
 RZ0722|---------------------------------------------------------------------|
 RZ0722
 RZ0722                          SUPERSEDED SURVEY CONTROL
 RZ0722
 RZ0722  NAD 83(1986)-  46 42 09.68208(N)    117 28 11.81669(W) AD(       ) 2
 RZ0722  NAD 27      -  46 42 10.10800(N)    117 28 08.14600(W) AD(       ) 2
 RZ0722  NGVD 29 (??/??/92)  195.827  (m)          642.48   (f) ADJ UNCH    2 0
 RZ0722
 RZ0722.Superseded values are not recommended for survey control.
 RZ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0722.See file dsdata.txt to determine how the superseded data were derived.
 RZ0722
 RZ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM6407472233(NAD 83)
 RZ0722_MARKER: DS = TRIANGULATION STATION DISK
 RZ0722_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RZ0722_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RZ0722_STAMPING: ALMOTA 1945
 RZ0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0722
 RZ0722  HISTORY     - Date     Condition        Report By
 RZ0722  HISTORY     - 1945     MONUMENTED       CGS
 RZ0722  HISTORY     - 1952     GOOD             CGS
 RZ0722  HISTORY     - 1952     GOOD             NGS
 RZ0722  HISTORY     - 1969     GOOD             CGS
 RZ0722  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RZ0722  HISTORY     - 1970     GOOD             NGS
 RZ0722  HISTORY     - 1973     GOOD             NGS
 RZ0722  HISTORY     - 1974     GOOD             NGS
 RZ0722
 RZ0722                          STATION DESCRIPTION
 RZ0722
 RZ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RZ0722'STATION IS LOCATED IN THE VILLAGE LIMITS OF ALMOTA, A SMALL
 RZ0722'RAILROAD SIDING ON THE N SIDE OF THE SNAKE RIVER, ABOUT 14 MILES W
 RZ0722'OF PULLMAN, AND 13 MILES SW OF COLFAX.  IT IS 18 FEET S OF THE
 RZ0722'EXTREME S RAIL OF RAILROAD TRACKS, 125 FEET E OF THE NE CORNER OF
 RZ0722'DEPOT.
 RZ0722'
 RZ0722'STATION MARK IS A BRONZE DISK WELDED TO A 3-FOOT LENGTH OF
 RZ0722'CAST-IRON PIPE SET IN CONCRETE.  IT IS STAMPED ALMOTA 1945 AND
 RZ0722'PROJECTS 2 INCHES.  UNDERGROUND MARK IS A BRONZE STATION DISK SET
 RZ0722'IN CONCRETE.
 RZ0722'
 RZ0722'TO REACH FROM THE RAILROAD DEPOT IN PULLMAN, GO NW ON U.S. HIGHWAY
 RZ0722'195 FOR 2.2 MILES TO A GRAVEL ROAD LEFT AT SIGN WAWAWAI FRUIT
 RZ0722'RANCH 16.  TURN NW FOR 2.7 MILES TO A T-ROAD RIGHT AT SIGN ALMOTA
 RZ0722'19, TURN RIGHT FOR 4.1 MILES TO UNION CENTER SCHOOLHOUSE AND
 RZ0722'GRAVEL ROAD LEFT, TURN LEFT AS PER SIGN ALMOTA 15 AND GO SW FOR
 RZ0722'1.4 MILES TO A FORKS, TAKE RIGHT FORK AND GO 1.6 MILES TO A
 RZ0722'GRAVEL ROAD LEFT, TURN LEFT AND GO W 4.7 MILES TO A GRAVEL ROAD
 RZ0722'LEFT, TURN LEFT AS PER SIGN ALMOTA 7 AND GO S MOSTLY DOWN
 RZ0722'GRADE FOR 6.6 MILES TO THE VILLAGE LIMITS OF ALMOTA AND STATION
 RZ0722'ON THE RIGHT AS DESCRIBED.
 RZ0722'
 RZ0722'REFERENCE MARK 1 IS 18 FEET N OF THE CENTER LINE OF THE E-W ROAD,
 RZ0722'18 FEET S OF THE EXTREME S RAIL OF THE RAILROAD.  IT IS A BRONZE
 RZ0722'DISK WELDED TO A 3-FOOT LENGTH OF CAST-IRON PIPE SET IN
 RZ0722'CONCRETE.  DISK IS STAMPED ALMOTA NO 1 1945 AND PROJECTS 3 INCHES.
 RZ0722'
 RZ0722'REFERENCE MARK 2 IS IN FENCE LINE 12 FEET S OF THE CENTER LINE OF
 RZ0722'E-W ROAD.  IT IS A BRONZE REFERENCE DISK WELDED TO A 3-FOOT LENGTH
 RZ0722'OF CAST-IRON PIPE SET IN CONCRETE.  DISK IS STAMPED ALMOTA NO 2
 RZ0722'1945 AND PROJECTS 3 INCHES.
 RZ0722'
 RZ0722'AZIMUTH MARK IS ABOUT 0.15 MILE FROM STATION, 5 FEET N OF FENCE
 RZ0722'LINE, AND 30 FEET S OF CENTER LINE OF E-W ROAD.  IT IS A BRONZE
 RZ0722'DISK WELDED TO A 3-FOOT LENGTH OF CAST-IRON PIPE SET IN CONCRETE
 RZ0722'PROJECTING 3 INCHES.  DISK IS STAMPED ALMOTA 1945.
 RZ0722
 RZ0722                          STATION RECOVERY (1952)
 RZ0722
 RZ0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RED)
 RZ0722'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED.  ALL MARKS
 RZ0722'WERE FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 RZ0722'FOR BUT NOT RECOVERED.
 RZ0722
 RZ0722                          STATION RECOVERY (1952)
 RZ0722
 RZ0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 RZ0722'IN ALMOTA.
 RZ0722'AT ALMOTA, 125 FEET EAST OF THE NORTHEAST CORNER OF THE CAMAS PRAIRIE
 RZ0722'RAILROAD STATION, 18.3 FEET SOUTH OF THE SOUTH RAIL, AND WELDED ON THE
 RZ0722'TOP OF A 3-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND. NOTE--
 RZ0722'BM TO BE RESET.
 RZ0722
 RZ0722                          STATION RECOVERY (1969)
 RZ0722
 RZ0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 RZ0722'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 RZ0722'1945.  THE RAILROAD, ROADS AND BUILDINGS ARE TO BE RELOCATED IN
 RZ0722'THE NEAR FUTURE, PRIOR TO THE FLOODING OF THE SNAKE RIVER BY THE
 RZ0722'LITTLE GOOSE DAM AND THE DESCRIPTION WILL BECOME OBSOLETE.
 RZ0722'
 RZ0722'REFERENCE MARK 1 WAS FOUND DESTROYED.  REFERENCE MARK 2 WAS NOT
 RZ0722'RECOVERED AND IT IS PROBABLY LOST ALSO.  THE AZIMUTH MARK WAS NOT
 RZ0722'RECOVERED AFTER A 20 MINUTE SEARCH.  A METAL WITNESS POST WAS SET
 RZ0722'1 FOOT NORTH OF THE STATION.
 RZ0722'
 RZ0722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ0722'AT ALMOTA.
 RZ0722
 RZ0722                          STATION RECOVERY (1970)
 RZ0722
 RZ0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RBM)
 RZ0722'THE STATION WAS RECOVERED 3 FEET UNDERGROUND.  RECENT LANDFILL HAS
 RZ0722'RAISED THE GROUND LEVEL ABOUT 3 FEET AT THE STATION SITE.  A NEW
 RZ0722'SURFACE MARK WAS SET AND THE ELEVATION TRANSFERRED TO IT.  THE
 RZ0722'REFERENCE MARKS AND THE AZIMUTH MARK ARE LOST.  TWO NEW REFERENCE
 RZ0722'MARKS AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 RZ0722'
 RZ0722'LOCATED 13 MILES SOUTHWEST OF COLFAX AT THE SMALL COMMUNITY OF
 RZ0722'ALMOTA, ON THE NORTH SHORE OF THE SNAKE RIVER, ABOUT 415 FEET WEST
 RZ0722'OF THE WEST END OF THE HIGHWAY BRIDGE OVER ALMOTA CREEK, 222 FEET
 RZ0722'EAST OF A LARGE, ROUND CONCRETE SILO, ABOUT 12 FEET ABOVE THE
 RZ0722'NORMAL LEVEL OF THE RIVER AND IN AN OPEN AREA.
 RZ0722'
 RZ0722'THE STATION IS A STANDARD DISK STAMPED ALMOTA 1945 1970 BM RESET
 RZ0722'SET IN THE TOP OF AN 8 INCH IN DIAMETER CONCRETE MONUMENT,
 RZ0722'PROJECTING 15 INCHES, 43.8 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 RZ0722'OF THE WESTERLY ONE OF TWO OLD HOUSES, 41.7 FEET SOUTH-SOUTHWEST
 RZ0722'OF THE SOUTHWEST CORNER OF THE EASTERLY ONE OF TWO OLD HOUSES, 36
 RZ0722'FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING TO THE GRAIN
 RZ0722'ELEVATOR, 14 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY
 RZ0722'LEADING TO THE TWO OLD HOUSES, AND 2.0 FEET NORTH OF A STEEL
 RZ0722'WITNESS POST.  THE NEW MARK IS 4.438 FEET HIGHER IN
 RZ0722'ELEVATION THAN THE OLD SURFACE MARK.  THE OLD SURFACE MARK A
 RZ0722'STANDARD DISK STAMPED ALMOTA 1945 BRAZED TO THE TOP OF A LENGTH
 RZ0722'OF 2 INCH CAST IRON SOIL PIPE IS NOW 3 FEET BENEATH THE SURFACE
 RZ0722'OF THE GROUND.
 RZ0722'
 RZ0722'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ALMOTA NO 3 1945 1970
 RZ0722'SET IN THE TOP OF A 5 INCH CONCRETE FILLED RED TILE, PROJECTING
 RZ0722'6 INCHES, 28.5 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 RZ0722'EASTERLY ONE OF TWO OLD HOUSES, IN THE SOUTH, RAILROAD,
 RZ0722'RIGHT-OF-WAY FENCE, ON A HILLSIDE AND 5 FEET HIGHER THAN THE
 RZ0722'STATION.
 RZ0722'
 RZ0722'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ALMOTA NO 4 1945 1970
 RZ0722'BRAZED TO THE TOP OF A LENGTH OF 2 INCH, CAST IRON SOIL PIPE,
 RZ0722'PROJECTING 8 INCHES, IN THE SOUTH, RAILROAD, RIGHT-OF-WAY FENCE,
 RZ0722'ON A HILLSIDE AND 12 FEET HIGHER THAN THE STATION.
 RZ0722'
 RZ0722'THE AZIMUTH MARK RESET IS A STANDARD DISK STAMPED ALMOTA 1945 1970
 RZ0722'SET IN A PAD OF CEMENT IN A DEPRESSION IN BEDROCK, ABOUT 55 FEET
 RZ0722'NORTH OF THE NORTH, RAILROAD, RIGHT-OF-WAY FENCE, 32.5 FEET
 RZ0722'NORTH-NORTHWEST OF A LONE WOODEN POWER POLE.  AT THE TOP EDGE OF
 RZ0722'THE EXPOSED BEDROCK AND ABOUT 75 FEET HIGHER THAN THE STATION.  AS
 RZ0722'VIEWED FROM THE STATION THE LINE OF SIGHT TO THE AZIMUTH MARK
 RZ0722'PASSES ABOVE THE RIGHT (EAST) END OF THE RAILROAD BRIDGE OVER
 RZ0722'ALMOTA CREEK.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 RZ0722'GO EAST ON THE MAIN ROAD FOR 0.1 MILE TO A ROAD FORK, TURN
 RZ0722'LEFT, GO 0.05 MILE, PASSING UNDER THE RAILROAD BRIDGE, TURN
 RZ0722'RIGHT OFF THE ROAD AND GO ABOUT 50 YARDS, PACK EASTWARD UP THE
 RZ0722'ROCKY SLOPE TO THE TOP OF THE EXPOSED BEDROCK, AND THE MARK.
 RZ0722'
 RZ0722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ0722'AT ALMOTA.
 RZ0722
 RZ0722                          STATION RECOVERY (1970)
 RZ0722
 RZ0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RZ0722'RECOVERED IN GOOD CONDITION.
 RZ0722
 RZ0722                          STATION RECOVERY (1973)
 RZ0722
 RZ0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 RZ0722'THE STATION MARK, REFERENCE MARK NO. 4 AND THE AZIMUTH MARK WERE
 RZ0722'RECOVERED IN GOOD CONDITION.  18 INCHES OF REFERENCE MARK NO. 3
 RZ0722'IS EXPOSED ON THE SOUTH SIDE AND THE MARK MAY TIP OUT OF THE BANK
 RZ0722'IF THE BANK CONTINUES ERODING.  THE PROPERTY OWNER PLANS TO FILL
 RZ0722'THE AREA WHICH WILL BURY THE STATION MARK PERHAPS AS MUCH AS 6
 RZ0722'INCHES.  REFERENCE MARK NO. 5 AND A REFERENCE POINT WERE
 RZ0722'ESTABLISHED AT THIS TIME.
 RZ0722'
 RZ0722'STATION IS 13 MILES SOUTHWEST OF COLFAX, 3-1/2 MILES NORTHWEST OF
 RZ0722'THE LOWER GRANITE DAM, IN THE SMALL COMMUNITY OF ALMOTA, ON THE
 RZ0722'NORTH SIDE OF THE SNAKE RIVER, AT THE NORTH END OF A BEND IN THE
 RZ0722'RIVER, IN SECTION 13, T 14 N, R 42 E AND ON THE PROPERTY OF JOHN
 RZ0722'LEMASTER.
 RZ0722'
 RZ0722'TO REACH FROM THE O N B BANK IN COLTON, GO NORTHWEST ON
 RZ0722'U.S. HIGHWAY 195 FOR 0.85 MILE, TURN LEFT AND FOLLOW WAWAWAI ROAD
 RZ0722'8.15 MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD, DOWN THE
 RZ0722'CANYON 6.0 MILES TO A Y, KEEP RIGHT 0.25 MILE TO A T INTERSECTION,
 RZ0722'TURN RIGHT AND GO 3.8 MILES TO LOWER GRANITE DAM VIEWPOINT ON THE
 RZ0722'NORTH SIDE OF THE RIVER AND THE SOUTH SIDE OF THE ROAD, CONTINUE
 RZ0722'NORTHWEST 3.25 MILES TO A BLACKTOP Y, KEEP LEFT ON THE ROAD TO
 RZ0722'THE ELEVATOR FOR 0.1 MILE TO TWO HOUSES BELONGING TO JOHN
 RZ0722'LEMASTER ON THE RIGHT AND THE STATION ON THE RIGHT, 50 YARDS
 RZ0722'NORTH OF THE RIVERBANK AND 150 YARDS WEST OF THE MAIN
 RZ0722'HIGHWAY.
 RZ0722'
 RZ0722'THE STATION MARK, STAMPED ALMOTA 1945 1970 BM RESET IS A STANDARD
 RZ0722'DISK SET IN CONCRETE FILLED 8 INCH TILE WHICH PROJECTS 18
 RZ0722'INCHES.  IT IS 34 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD
 RZ0722'LEADING TO THE ELEVATOR, 14 FEET WEST OF AND 8 INCHES LOWER THAN
 RZ0722'THE CENTER OF THE DRIVEWAY TO THE TWO HOUSES, 38.1 FEET
 RZ0722'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE YARD FENCE, 41.7
 RZ0722'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER AND 21.9 FEET WEST OF
 RZ0722'THE PROJECTED WEST SIDE OF THE EASTERN AND LARGER ONE OF THE TWO
 RZ0722'HOUSES, AND 2.2 FEET NORTH OF A METAL WITNESS POST.
 RZ0722'
 RZ0722'REFERENCE MARK NO. 3, STAMPED ALMOTA NO 3 1945 1970, IS A STANDARD
 RZ0722'DISK SET IN A CONCRETE FILLED TILE ON A BANK AT THE RAILROAD
 RZ0722'RIGHT-OF-WAY FENCELINE, 28.5 FEET NORTH OF THE NORTHWEST CORNER
 RZ0722'OF THE HOUSE AND 6 FEET NORTH OF THE NORTH SIDE OF THE PATIO.
 RZ0722'
 RZ0722'REFERENCE MARK NO. 4, STAMPED ALMOTA NO 4 1945 1970, IS A STANDARD
 RZ0722'DISK ON A 2-INCH PIPE WHICH PROJECTS 8 INCHES.  IT IS IN THE SOUTH
 RZ0722'RAILROAD RIGHT-OF-WAY FENCELINE, ON A HILLSIDE AND ABOUT 12 FEET
 RZ0722'HIGHER THAN THE STATION.
 RZ0722'
 RZ0722'REFERENCE MARK NO. 5, STAMPED ALMOTA 1945 1970 NO 5 1973, IS A
 RZ0722'PUNCH MARK IN THE CENTER OF A 1/2-INCH CROSS ON A BRACE PLATE
 RZ0722'WHICH IS 6 FEET ABOVE THE GROUND, ON THE EAST SIDE OF THE SOUTHEAST
 RZ0722'1 OF 4 LEGS UNDER THE BOTTOM OF A BLACK TANK.  THESE FOUR LEGS ARE
 RZ0722'INSIDE THE EIGHT LEGS WHICH SUPPORT THE CIRCUMFERENCE OF THIS
 RZ0722'TANK.
 RZ0722'
 RZ0722'THE REFERENCE POINT IS A PUNCH MARK AT THE CENTER OF A 1/2-INCH
 RZ0722'CROSS ON THE SOUTHWEST SIDE OF THE 1 1/2-INCH PIPE AT THE SOUTHWEST
 RZ0722'CORNER OF THE CONCRETE STEPS ON THE WEST SIDE OF THE EASTERN
 RZ0722'HOUSE.  THE CROSS IS 1 INCH ABOVE THE CONCRETE STEP.  THE PIPE
 RZ0722'PROJECTS 4 INCHES, AND IS TO BE USED TO SUPPORT A GUARDRAIL.
 RZ0722'
 RZ0722'OBSERVATIONS ON THE RIGHT EDGE OF THE ROUND CONCRETE SILO WERE
 RZ0722'MADE ABOUT 6 FEET ABOVE GROUND.
 RZ0722'
 RZ0722'THE AZIMUTH MARK, STAMPED ALMOTA 1945 1970, IS A STANDARD DISK SET
 RZ0722'IN A PAD OF CONCRETE IN A DEPRESSION IN BEDROCK AT THE TOP OF THE
 RZ0722'STEEP SLOPE, ON A BENCH ABOUT 75 FEET HIGHER THAN THE STATION.  IT
 RZ0722'IS 55 FEET NORTH OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE, 32.5
 RZ0722'FEET NORTH-NORTHWEST OF A POWER POLE AND ON A POINT AT THE UPPER,
 RZ0722'NORTHWESTERN EDGE OF THE VERY STEEP PORTION OF THE HILL.  AS
 RZ0722'VIEWED FROM THE STATION, THE LINE OF SIGHT TO THE AZIMUTH MARK
 RZ0722'PASSES ABOVE THE RIGHT (EAST) END OF THE RAILROAD BRIDGE OVER
 RZ0722'ALMOTA CREEK.
 RZ0722'
 RZ0722'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.1 MILE TO
 RZ0722'THE MAIN HIGHWAY, TURN LEFT, GO 0.05 MILE, PASSING UNDER THE
 RZ0722'RAILROAD BRIDGE.  PACK EAST ABOUT 50 YARDS, THEN UP THE STEEP ROCKY
 RZ0722'SLOPE TO THE BENCH AND THE MARK.
 RZ0722'
 RZ0722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ0722'AT ALMOTA.
 RZ0722
 RZ0722                          STATION RECOVERY (1974)
 RZ0722
 RZ0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 RZ0722'THE STATION, AZIMUTH MARK (1970), REFERENCE MARKS 3, 4 AND 5 WERE
 RZ0722'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1973.
 RZ0722'
 RZ0722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ0722'AT ALMOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0702 ***********************************************************************
 SD0702  DESIGNATION -  ALOHA
 SD0702  PID         -  SD0702
 SD0702  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0702  USGS QUAD   -  CARLISLE (1994)
 SD0702
 SD0702                         *CURRENT SURVEY CONTROL
 SD0702  ___________________________________________________________________
 SD0702* NAD 83(1991)-  47 12 08.99734(N)    124 07 23.92475(W)     ADJUSTED  
 SD0702* NAVD 88     -       138.5    (meters)     454.     (feet)  VERTCON   
 SD0702  ___________________________________________________________________
 SD0702  LAPLACE CORR-          10.81  (seconds)                    DEFLEC99
 SD0702  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 SD0702
 SD0702  HORZ ORDER  -  FIRST
 SD0702
 SD0702.The horizontal coordinates were established by classical geodetic methods
 SD0702.and adjusted by the National Geodetic Survey in December 1991..
 SD0702
 SD0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0702
 SD0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0702
 SD0702.The geoid height was determined by GEOID03.
 SD0702
 SD0702;                    North         East     Units Scale Factor Converg.
 SD0702;SPC WA S     -   214,068.797   225,572.299   MT  0.99997270   -2 37 55.1
 SD0702;SPC WA S     -   702,324.04    740,065.12   sFT  0.99997270   -2 37 55.1
 SD0702;UTM  10      - 5,228,279.502   414,923.134   MT  0.99968895   -0 49 27.4
 SD0702
 SD0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0702!SPC WA S     -   0.99998209  x   0.99997270  =   0.99995479
 SD0702!UTM  10      -   0.99998209  x   0.99968895  =   0.99967104
 SD0702
 SD0702:                Primary Azimuth Mark                     Grid Az
 SD0702:SPC WA S     -  ALOHA AZ MK                              050 04 10.4
 SD0702:UTM  10      -  ALOHA AZ MK                              048 15 42.7
 SD0702
 SD0702|---------------------------------------------------------------------|
 SD0702| PID    Reference Object                     Distance      Geod. Az  |
 SD0702|                                                           dddmmss.s |
 SD0702| DD9312 ALOHA AZ MK                                        0472615.3 |
 SD0702| DD9313 ALOHA RM 1                           29.000 METERS 09654     |
 SD0702| DD9314 ALOHA RM 2                           28.580 METERS 32220     |
 SD0702| SD0697 VILLE                               APPROX.14.4 KM 3261853.5 |
 SD0702|---------------------------------------------------------------------|
 SD0702
 SD0702                          SUPERSEDED SURVEY CONTROL
 SD0702
 SD0702  NAD 83(1986)-  47 12 08.98700(N)    124 07 23.92857(W) AD(       ) 1
 SD0702  NAD 27      -  47 12 09.67500(N)    124 07 19.29200(W) AD(       ) 1
 SD0702  NGVD 29 (07/19/86)  137.5    (m)          451.     (f) VERT ANG       
 SD0702
 SD0702.Superseded values are not recommended for survey control.
 SD0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0702.See file dsdata.txt to determine how the superseded data were derived.
 SD0702
 SD0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1492328280(NAD 83)
 SD0702_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SD0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0702
 SD0702  HISTORY     - Date     Condition        Report By
 SD0702  HISTORY     - 1953     MONUMENTED       CGS
 SD0702  HISTORY     - 1962     SEE DESCRIPTION  WEYCO
 SD0702
 SD0702                          STATION DESCRIPTION
 SD0702
 SD0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SD0702'THE STATION IS LOCATED ON THE CREST OF A LONG, LOGGED-OFF, RIDGE
 SD0702'AND LIES ABOUT 4.8 MILES SOUTHEAST OF MOCLIPS, ABOUT 2.2 MILES
 SD0702'EAST OF ALOHA, ABOUT 0.1 MILE EAST OF A STAND OF TIMBER AND 35
 SD0702'FEET SOUTH OF THE CENTER OF A GRADED, RIDGE TOP, ROAD.
 SD0702'
 SD0702'TO REACH FROM THE POST OFFICE AT ALOHA.  GO EASTERLY, ON THE
 SD0702'GRADED LOGGING ROAD, FOR 0.05 MILE.  TAKE THE RIGHT HAND FORK AND
 SD0702'CONTINUE EASTERLY, UP GRADE, FOR 2.15 MILES TO THE STATION ON THE
 SD0702'RIGHT HAND SIDE OF THE ROAD.
 SD0702'
 SD0702'THE STATION IS A STANDARD DISK, STAMPED ALOHA 1953, SET IN THE
 SD0702'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 SD0702'
 SD0702'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED ALOHA 1953,
 SD0702'SET INTO AN IRREGULAR MASS OF CONCRETE WHICH IS LOCATED 40 INCHES
 SD0702'BELOW THE SURFACE OF THE SOIL.
 SD0702'
 SD0702'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ALOHA NO 1
 SD0702'1953, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 SD0702'INCHES.  IT IS LOCATED 2 FEET SOUTH OF THE SOUTH EDGE OF THE
 SD0702'GRAVELED ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 SD0702'
 SD0702'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ALOHA NO 2
 SD0702'1953, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 SD0702'INCHES.  IT IS LOCATED 9 FEET NORTH OF THE NORTH EDGE OF A
 SD0702'GRAVELED ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 SD0702'
 SD0702'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ALOHA 1953, SET IN
 SD0702'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 SD0702'LOCATED ABOUT 0.15 MILE NORTHEAST OF THE STATION, 45 FEET NORTH
 SD0702'OF A 12-FOOT CEDAR STUMP, 14 FEET WEST OF THE CENTER OF A GRAVELED
 SD0702'ROAD AND 5 FEET EAST OF A STUMP WHICH IS ABOUT 3 FEET IN HEIGHT.
 SD0702'TO REACH FROM THE STATION--GO EAST ON THE GRAVELED ROAD FOR 0.05
 SD0702'MILE.  TURN LEFT AND FOLLOW THE GRAVELED ROAD NORTHERLY, DOWN
 SD0702'GRADE, FOR 0.25 MILE TO THE END OF THE ROAD AND THE AZIMUTH
 SD0702'MARK ON THE LEFT HAND SIDE OF THE ROAD.
 SD0702'
 SD0702'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 SD0702
 SD0702                          STATION RECOVERY (1962)
 SD0702
 SD0702'RECOVERY NOTE BY WEYERHAEUSER COMPANY 1962
 SD0702'STATION MARK AND WITNESS POST WERE RECOVERED IN GOOD CONDITION.
 SD0702'
 SD0702'REFERENCE MARKS WERE NOT SEARCHED FOR.
 SD0702'
 SD0702'TO REACH IS ADEQUATE EXCEPT THAT SEVERAL NEW SPUR ROADS HAVE
 SD0702'BEEN BUILT ALONG THE MAIN ROAD AND ONE SHOULD KEEP ALONG THE MAIN
 SD0702'ROAD FOLLOWING A POWERLINE TO REACH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4006 ***********************************************************************
 SY4006  DESIGNATION -  ALOHA
 SY4006  PID         -  SY4006
 SY4006  STATE/COUNTY-  WA/KING
 SY4006  USGS QUAD   -  
 SY4006
 SY4006                         *CURRENT SURVEY CONTROL
 SY4006  ___________________________________________________________________
 SY4006* NAD 83(1991)-  47 37 39.23209(N)    122 20 29.01058(W)     ADJUSTED  
 SY4006* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY4006  ___________________________________________________________________
 SY4006  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 SY4006  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SY4006
 SY4006  HORZ ORDER  -  THIRD
 SY4006
 SY4006.The horizontal coordinates were established by classical geodetic methods
 SY4006.and adjusted by the National Geodetic Survey in December 1991..
 SY4006
 SY4006.The orthometric height was scaled from a topographic map.
 SY4006
 SY4006.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4006
 SY4006.The geoid height was determined by GEOID03.
 SY4006
 SY4006;                    North         East     Units Scale Factor Converg.
 SY4006;SPC WA N     -    70,884.365   386,662.675   MT  0.99997865   -1 07 22.0
 SY4006;SPC WA N     -   232,559.79  1,268,575.79   sFT  0.99997865   -1 07 22.0
 SY4006;UTM  10      - 5,275,117.019   549,481.669   MT  0.99963009   +0 29 11.7
 SY4006
 SY4006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4006!SPC WA N     -   1.00000229  x   0.99997865  =   0.99998094
 SY4006!UTM  10      -   1.00000229  x   0.99963009  =   0.99963238
 SY4006
 SY4006:                Primary Azimuth Mark                     Grid Az
 SY4006:SPC WA N     -  HOUSE OF GOOD SHEPHERD CROSS             011 49 06.9
 SY4006:UTM  10      -  HOUSE OF GOOD SHEPHERD CROSS             010 12 33.2
 SY4006
 SY4006|---------------------------------------------------------------------|
 SY4006| PID    Reference Object                     Distance      Geod. Az  |
 SY4006|                                                           dddmmss.s |
 SY4006| SY3951 HOUSE OF GOOD SHEPHERD CROSS        APPROX. 4.1 KM 0104144.9 |
 SY4006| SY4011 GAS WORKS LARGE CONCRETE STACK      APPROX. 2.0 KM 0113312.4 |
 SY4006| SY4017 GAS WORKS LOW CONCRETE STACK        APPROX. 2.1 KM 0143135.5 |
 SY4006| SY4079 WHITE HOUSE SOUTH CHIMNEY           APPROX. 1.9 KM 0302039.3 |
 SY4006| SY3836 CARILLON CHIMES                     APPROX. 4.4 KM 0332213.4 |
 SY4006| SY3835 SEATTLE U OF WASH DENNY HALL        APPROX. 4.2 KM 0353051.9 |
 SY4006| SY3892 CAPITOL HILL BELFRY                 APPROX. 2.1 KM 0502825.4 |
 SY4006| SY3894 CAPITOL HILL NORTH FLAGPOLE         APPROX. 1.7 KM 0674327.3 |
 SY4006| SY3908 CAPITOL HILL MIDDLE FLAGPOLE        APPROX. 1.6 KM 0701117.2 |
 SY4006| SY4188 SEATTLE CITY LIGHT S STK            APPROX. 1.1 KM 0703535.8 |
 SY4006| SY3937 DYEING WORKS LARGE IRON STACK       APPROX. 1.0 KM 0721542.3 |
 SY4006| SY3909 CAPITOL HILL SOUTH FLAGPOLE         APPROX. 1.5 KM 0772302.1 |
 SY4006| SY4083 SMALL IRON STACK                    APPROX. 0.9 KM 0805712.8 |
 SY4006| SY4014 BRACE AND HAGGERTS SOUTH STACK      287.033 METERS 11112     |
 SY4006| CF7111 ALOHA RM 1                                         11259     |
 SY4006| SY4010 BRACE AND HAGGERTS STACK            446.102 METERS 1213937.6 |
 SY4006| SY4352 BROADWAY HIGH SCHOOL                APPROX. 2.0 KM 1310949.3 |
 SY4006| SY4505 SQUARE STEEPLE                      APPROX. 1.8 KM 1324107.4 |
 SY4006| SY4278 GREEN STEEPLE                       APPROX. 1.0 KM 1370346.2 |
 SY4006| SY4474 HIGHEST SLENDER CH STPL KNOB        APPROX. 2.2 KM 1391805.5 |
 SY4006| SY4520 SWEDISH TABERNACLE DOME BALL        APPROX. 1.9 KM 1424156.9 |
 SY4006| SY4013 RANIER LAUNDRY BLACK IRON STK       247.646 METERS 14535     |
 SY4006| SY4527 SEATTLE ST JAMES CATHOLIC CHURCH S  APPROX. 2.5 KM 1524613.6 |
 SY4006| SY4528 SEATTLE ST JAMES CATHOLIC CHURCH N  APPROX. 2.5 KM 1524916.0 |
 SY4006| SY4513 SEATTLE SMITH BUILDING FLAGPOLE     APPROX. 2.9 KM 1655311.9 |
 SY4006|---------------------------------------------------------------------|
 SY4006
 SY4006                          SUPERSEDED SURVEY CONTROL
 SY4006
 SY4006  NAD 83(1986)-  47 37 39.22550(N)    122 20 29.01659(W) AD(       ) 3
 SY4006  NAD 27      -  47 37 39.87300(N)    122 20 24.56100(W) AD(       ) 3
 SY4006
 SY4006.Superseded values are not recommended for survey control.
 SY4006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4006.See file dsdata.txt to determine how the superseded data were derived.
 SY4006
 SY4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4948275117(NAD 83)
 SY4006_MARKER: Z = SEE DESCRIPTION
 SY4006_SETTING: 0 = UNSPECIFIED SETTING
 SY4006
 SY4006  HISTORY     - Date     Condition        Report By
 SY4006  HISTORY     - 1915     MONUMENTED       CGS
 SY4006  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4006  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4006  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4006
 SY4006                          STATION DESCRIPTION
 SY4006
 SY4006'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (GTR)
 SY4006'STATION IS ON THE W BANK OF LAKE UNION, HALFWAY BETWEEN WARD AND
 SY4006'ALOHA STREETS, AND 1-1/2 BLOCKS W OF WESTLAKE AVENUE.  IT IS ON A
 SY4006'VACANT LOT AND ABOUT 50 FEET HIGHER THAN WESTLAKE AVENUE.  A CITY
 SY4006'POWER HOUSE ON DEXTER AND ALOHA STREETS BEARS SW AND ABOUT 75 FEET
 SY4006'FROM THE STATION.
 SY4006'
 SY4006'THE STATION MARK IS A REGULATION BRONZE CENTER MARK SET IN A
 SY4006'CONCRETE MONUMENT.  ITS TOP SURFACE HAS A DIAMETER OF ABOUT 12
 SY4006'INCHES AND IS ABOUT FLUSH WITH THE SURFACE OF THE GROUND.  THREE
 SY4006'CONCRETE ARMS EXTEND OUT FROM THIS MONUMENT 120 DEG APART AND CAN
 SY4006'BE USED AS RESTS FOR THE TRIPOD LEGS OF THE INSTRUMENT.
 SY4006'
 SY4006'THE FOLLOWING REFERENCE MARKS WERE MADE--
 SY4006'
 SY4006'REFERENCE MARK NO.1 IS A REGULATION MARK SET IN A CONCRETE
 SY4006'MONUMENT WHOSE TOP SURFACE IS FLUSH WITH THE GROUND AND ABOUT 10
 SY4006'INCHES IN DIAMETER.  MARK IS 3.176 METERS FROM THE STATION.
 SY4006'
 SY4006'REFERENCE MARK NO.2 IS A REGULATION MARK SET IN A CONCRETE
 SY4006'MONUMENT WHOSE FACE IS FLUSH WITH THE GROUND AND ABOUT 10 INCHES
 SY4006'IN DIAMETER.  IT IS 8.755 METERS FROM THE STATION.
 SY4006
 SY4006                          STATION RECOVERY (1951)
 SY4006
 SY4006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4006'STATION WAS DESTROYED.  IT WAS FORMERLY LOCATED ON THE BLOCK
 SY4006'BOUNDED BY ALOHA AND WARD STREETS, EIGHTH AVENUE N AND DEXTER
 SY4006'AVENUE.  THE PORTION OF THE HILL UPON WHICH IT WAS SITUATED HAS
 SY4006'BEEN REMOVED FOR INDUSTRIAL DEVELOPMENT.
 SY4006
 SY4006                          STATION RECOVERY (1963)
 SY4006
 SY4006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (QSS)
 SY4006'STATION WAS NOT RECOVERED.  THE LOCATION, DETERMINED FROM THE
 SY4006'ORIGINAL DESCRIPTION, IS NOW THE SITE OF THE JARVIE PAINT COMPANY
 SY4006'BUILDING.  STATION IS PRESUMED LOST.
 SY4006
 SY4006                          STATION RECOVERY (2001)
 SY4006
 SY4006'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 SY4006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1565 ***********************************************************************
 SC1565  DESIGNATION -  ALPHA
 SC1565  PID         -  SC1565
 SC1565  STATE/COUNTY-  WA/LEWIS
 SC1565  USGS QUAD   -  ONALASKA NW (1993)
 SC1565
 SC1565                         *CURRENT SURVEY CONTROL
 SC1565  ___________________________________________________________________
 SC1565* NAD 83(1991)-  46 39 28.34308(N)    122 38 48.02663(W)     ADJUSTED  
 SC1565* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 SC1565  ___________________________________________________________________
 SC1565  LAPLACE CORR-           8.08  (seconds)                    DEFLEC99
 SC1565  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 SC1565
 SC1565  HORZ ORDER  -  FIRST
 SC1565
 SC1565.The horizontal coordinates were established by classical geodetic methods
 SC1565.and adjusted by the National Geodetic Survey in December 1991..
 SC1565
 SC1565.The orthometric height was scaled from a topographic map.
 SC1565
 SC1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1565
 SC1565.The geoid height was determined by GEOID03.
 SC1565
 SC1565;                    North         East     Units Scale Factor Converg.
 SC1565;SPC WA S     -   149,458.141   335,727.486   MT  0.99991540   -1 33 33.6
 SC1565;SPC WA S     -   490,347.25  1,101,465.93   sFT  0.99991540   -1 33 33.6
 SC1565;UTM  10      - 5,167,206.547   527,032.783   MT  0.99960898   +0 15 25.1
 SC1565
 SC1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1565!SPC WA S     -   0.99990205  x   0.99991540  =   0.99981746
 SC1565!UTM  10      -   0.99990205  x   0.99960898  =   0.99951107
 SC1565
 SC1565|---------------------------------------------------------------------|
 SC1565| PID    Reference Object                     Distance      Geod. Az  |
 SC1565|                                                           dddmmss.s |
 SC1565| CE2896 ALPHA RM 1                           27.911 METERS 08546     |
 SC1565| CE2897 ALPHA RM 2                           18.635 METERS 12658     |
 SC1565| SC1556 SILVER RM 1                         APPROX.14.2 KM 1640529.5 |
 SC1565| CE2895 ALPHA AZ MK                                        2865514.3 |
 SC1565|---------------------------------------------------------------------|
 SC1565
 SC1565                          SUPERSEDED SURVEY CONTROL
 SC1565
 SC1565  NAD 83(1991)-  46 39 28.34033(N)    122 38 48.02301(W) AD(       ) 1
 SC1565  NAD 83(1986)-  46 39 28.35882(N)    122 38 48.03667(W) AD(       ) 1
 SC1565  NAD 27      -  46 39 28.98400(N)    122 38 43.62500(W) AD(       ) 1
 SC1565
 SC1565.Superseded values are not recommended for survey control.
 SC1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1565.See file dsdata.txt to determine how the superseded data were derived.
 SC1565
 SC1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES2703367207(NAD 83)
 SC1565_MARKER: DD = SURVEY DISK
 SC1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1565
 SC1565  HISTORY     - Date     Condition        Report By
 SC1565  HISTORY     - 1947     MONUMENTED       USE
 SC1565
 SC1565                          STATION DESCRIPTION
 SC1565
 SC1565'DESCRIBED BY US ENGINEERS 1947 (WRH)
 SC1565'THE STATION IS ABOUT 7 MILES NORTHEAST OF ONALASKA, 3 MILES NORTH
 SC1565'OF THE ALPHA GRANGE HALL, AND 4 MILES NORTHWEST FROM THE ALPHA
 SC1565'POSTOFFICE.  IT IS ON THE SUMMIT OF A BALD, LOGGED OVER HILL, ON
 SC1565'WHICH IS LOCATED A STATE OF WASHINGTON LOOKOUT TOWER AND CABIN.
 SC1565'
 SC1565'THE STATION IS A CORPS OF ENGINEERS DISK, STAMPED TRI ALPHA, SET
 SC1565'IN TOP OF A CONCRETE POST 6 INCHES SQUARE AT THE TOP.  IT IS
 SC1565'ABOUT 180 FEET NORTH OF THE CABIN AND THE HIGHEST POINT OF HILL.
 SC1565'
 SC1565'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ALPHA USA NO
 SC1565'1 1946, SET IN A 3 FOOT CONCRETE BASE OF THE SOUTHWEST LEG OF
 SC1565'LOOKOUT TOWER, AND ABOUT 2 FEET HIGHER THAN STATION.
 SC1565'
 SC1565'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ALPHA USA NO
 SC1565'2 1946, SET IN A CONCRETE POST 10 INCHES SQUARE, PROJECTING 2
 SC1565'INCHES, AND 1 FOOT LOWER THAN STATION.
 SC1565'
 SC1565'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ALPHA USA 1946,
 SC1565'WELDED TO THE TOP OF A 3 INCH SOIL PIPE PROJECTING 9 INCHES.  IT
 SC1565'IS ABOUT 350 YARDS WEST OF THE LOOKOUT ROAD, 100 YARDS WEST OF
 SC1565'THE END OF THE SPUR ROAD, AND 70 FEET EAST OF HIGHEST PART OF
 SC1565'KNOB.  TO REACH FROM STATION GO DOWNHILL ALONG RIDGE, WEST
 SC1565'NORTHWEST, FOR 1 MILE TO KNOB AND THE AZIMUTH MARK.
 SC1565'
 SC1565'TO REACH FROM THE U.S. POSTOFFICE IN ONALASKA GO EASTERLY AND
 SC1565'NORTHEASTERLY ON STATE HIGHWAY NO.5K TOWARDS MORTON FOR 1.6 MILES
 SC1565'TO A Y INTERSECTION.  KEEP LEFT ON STATE HIGHWAY NO.5K AND GO 2.6
 SC1565'MILES.  TURN LEFT AS PER SIGN PIGEON SPR. 4 AND GO 0.6 MILE TO
 SC1565'ROAD FORKS.  CONTINUE STRAIGHT AHEAD FOR 1 MILE TO SPUR ROAD ON
 SC1565'THE LEFT AND A LOCKED GATE.  KEY FOR LOCKED GATE CAN BE SECURED
 SC1565'AT THE STATE FIRE HALL, ELBE, WASHINGTON.  TURN LEFT THROUGH
 SC1565'GATE AND FOLLOW THE MAIN TRAVELED ROAD FOR 4.0 MILES UPGRADE TO
 SC1565'LOOKOUT TOWER AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3318 ***********************************************************************
 SY3318  DESIGNATION -  ALPHA
 SY3318  PID         -  SY3318
 SY3318  STATE/COUNTY-  WA/MASON
 SY3318  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3318
 SY3318                         *CURRENT SURVEY CONTROL
 SY3318  ___________________________________________________________________
 SY3318* NAD 83(1991)-  47 12 17.89665(N)    122 57 37.32699(W)     ADJUSTED  
 SY3318* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3318  ___________________________________________________________________
 SY3318  LAPLACE CORR-          -8.09  (seconds)                    DEFLEC99
 SY3318  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 SY3318
 SY3318  HORZ ORDER  -  THIRD
 SY3318
 SY3318.The horizontal coordinates were established by classical geodetic methods
 SY3318.and adjusted by the National Geodetic Survey in December 1991..
 SY3318
 SY3318.The orthometric height was scaled from a topographic map.
 SY3318
 SY3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3318
 SY3318.The geoid height was determined by GEOID03.
 SY3318
 SY3318;                    North         East     Units Scale Factor Converg.
 SY3318;SPC WA S     -   210,946.377   313,626.274   MT  0.99997316   -1 47 13.9
 SY3318;SPC WA S     -   692,079.91  1,028,955.53   sFT  0.99997316   -1 47 13.9
 SY3318;UTM  10      - 5,227,942.998   503,001.457   MT  0.99960011   +0 01 44.7
 SY3318
 SY3318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3318!SPC WA S     -   1.00000327  x   0.99997316  =   0.99997643
 SY3318!UTM  10      -   1.00000327  x   0.99960011  =   0.99960338
 SY3318
 SY3318|---------------------------------------------------------------------|
 SY3318| PID    Reference Object                     Distance      Geod. Az  |
 SY3318|                                                           dddmmss.s |
 SY3318| CE3329 ALPHA RM 1                            7.350 METERS 06509     |
 SY3318| SY3321 HORN                                APPROX. 0.8 KM 0833859.6 |
 SY3318| CE3330 ALPHA RM 2                            9.874 METERS 12938     |
 SY3318| SY3335 BETA                                APPROX. 0.5 KM 1492036.3 |
 SY3318| SY3305 GAMMA 1936                          322.222 METERS 20119     |
 SY3318|---------------------------------------------------------------------|
 SY3318
 SY3318                          SUPERSEDED SURVEY CONTROL
 SY3318
 SY3318  NAD 83(1986)-  47 12 17.89461(N)    122 57 37.33534(W) AD(       ) 3
 SY3318  NAD 27      -  47 12 18.54200(N)    122 57 32.83000(W) AD(       ) 3
 SY3318
 SY3318.Superseded values are not recommended for survey control.
 SY3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3318.See file dsdata.txt to determine how the superseded data were derived.
 SY3318
 SY3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0300127943(NAD 83)
 SY3318_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3318
 SY3318  HISTORY     - Date     Condition        Report By
 SY3318  HISTORY     - 1936     MONUMENTED       CGS
 SY3318  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3318  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3318
 SY3318                          STATION DESCRIPTION
 SY3318
 SY3318'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3318'THE STATION IS LOCATED ON THE FIRST SMALL POINT ABOUT 0.4 MILE W
 SY3318'OF CAPE HORN.  A SPOT LARGE ENOUGH FOR THE STATION WAS LEVELED OFF
 SY3318'IN THE TOP OF THE GRAVEL SLIDE.  THE STATION MARK PROJECTS ABOUT
 SY3318'3 INCHES AND IS AT THE HIGH-WATER LINE.
 SY3318'
 SY3318'SURFACE AND UNDERGROUND MARKS, AND REFERENCE MARK NO.1 ARE
 SY3318'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY3318'7A, AND 11A.
 SY3318'
 SY3318'REFERENCE MARK NO.1 IS SET TO THE E OF THE STATION AT THE
 SY3318'HIGH-WATER LINE.
 SY3318'
 SY3318'REFERENCE MARK NO.2 IS MARKED, AS DESCRIBED IN NOTE 12C, BY A
 SY3318'STANDARD BRONZE DISK SE OF THE STATION IN THE TOP OF A BOULDER
 SY3318'ABOUT 2-1/2 BY 3 FEET, PROJECTING 1-1/2 FEET ABOVE THE
 SY3318'SURFACE.  THIS BOULDER IS THE ONLY ONE ON THE POINT AND COVERS
 SY3318'ABOUT 8 FEET AT HIGH WATER.
 SY3318
 SY3318                          STATION RECOVERY (1958)
 SY3318
 SY3318'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3318'STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED.  UNABLE
 SY3318'TO LOCATE REFERENCE MARK 1.
 SY3318
 SY3318                          STATION RECOVERY (1967)
 SY3318
 SY3318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3318'NEITHER THE STATION NOR REFERENCE MARK 1 WERE RECOVERED.  A SLIDE
 SY3318'NOW COVERS THE STATION SITE.  A CONCRETE MONUMENT (WITHOUT DISK)
 SY3318'WAS FOUND ON ITS SIDE IN THE VICINITY OF THE STATION.  THE
 SY3318'UNDERGROUND MARK WAS NOT SEARCHED FOR.  REFERENCE MARK 2 WAS
 SY3318'RECOVERED IN GOOD CONDITION.  IT IS STAMPED 2 1936.  BECAUSE OF
 SY3318'THE SLIDE IT IS IN ONE OF SEVERAL BOULDERS ON THE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0428 ***********************************************************************
 SW0428  DESIGNATION -  ALPHA BOR
 SW0428  PID         -  SW0428
 SW0428  STATE/COUNTY-  WA/OKANOGAN
 SW0428  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW0428
 SW0428                         *CURRENT SURVEY CONTROL
 SW0428  ___________________________________________________________________
 SW0428* NAD 83(1991)-  47 58 00.38203(N)    118 58 33.90713(W)     ADJUSTED  
 SW0428* NAVD 88     -       350.154  (meters)    1148.80   (feet)  POSTED    
 SW0428  ___________________________________________________________________
 SW0428  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 SW0428  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 SW0428  DYNAMIC HT  -         350.190 (meters)    1148.91  (feet)  COMP
 SW0428  MODELED GRAV-     980,708.0   (mgal)                       NAVD 88
 SW0428
 SW0428  HORZ ORDER  -  SECOND
 SW0428  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SW0428
 SW0428.The horizontal coordinates were established by classical geodetic methods
 SW0428.and adjusted by the National Geodetic Survey in December 1991..
 SW0428
 SW0428.The orthometric height was determined by differential leveling
 SW0428.and adjusted by the National Geodetic Survey in 1992..
 SW0428.No vertical observational check was made to the station.
 SW0428.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SW0428.was located on a no-check spur therefore a value was not computed.
 SW0428
 SW0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0428
 SW0428.The geoid height was determined by GEOID03.
 SW0428
 SW0428.The dynamic height is computed by dividing the NAVD 88
 SW0428.geopotential number by the normal gravity value computed on the
 SW0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0428.degrees latitude (g = 980.6199 gals.).
 SW0428
 SW0428.The modeled gravity was interpolated from observed gravity values.
 SW0428
 SW0428;                    North         East     Units Scale Factor Converg.
 SW0428;SPC WA N     -   109,160.986   638,665.775   MT  0.99994572   +1 22 57.9
 SW0428;SPC WA N     -   358,139.00  2,095,355.96   sFT  0.99994572   +1 22 57.9
 SW0428;UTM  11      - 5,314,496.768   352,501.280   MT  0.99986733   -1 28 04.8
 SW0428
 SW0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0428!SPC WA N     -   0.99994819  x   0.99994572  =   0.99989391
 SW0428!UTM  11      -   0.99994819  x   0.99986733  =   0.99981553
 SW0428
 SW0428                          SUPERSEDED SURVEY CONTROL
 SW0428
 SW0428  NAD 83(1986)-  47 58 00.39269(N)    118 58 33.90463(W) AD(       ) 2
 SW0428  NAD 27      -  47 58 00.84400(N)    118 58 29.82700(W) AD(       ) 2
 SW0428  NGVD 29 (??/??/92)  348.954  (m)         1144.86   (f) ADJ UNCH    2 0
 SW0428
 SW0428.Superseded values are not recommended for survey control.
 SW0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0428.See file dsdata.txt to determine how the superseded data were derived.
 SW0428
 SW0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP5250114497(NAD 83)
 SW0428_MARKER: DS = TRIANGULATION STATION DISK
 SW0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0428_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW0428_STAMPING: ALPHA 1933 ELEV. 1146.298
 SW0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0428
 SW0428  HISTORY     - Date     Condition        Report By
 SW0428  HISTORY     - 1933     MONUMENTED       BOR
 SW0428  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SW0428  HISTORY     - 1935     GOOD             NGS
 SW0428  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW0428  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0428  HISTORY     - 1981     MARK NOT FOUND   NGS
 SW0428
 SW0428                          STATION DESCRIPTION
 SW0428
 SW0428'DESCRIBED BY US BUREAU OF RECLAMATION 1933 (CMB)
 SW0428'STATION IS ABOUT 0.8 MILE NE OF GRAND COULEE FERRY, AND IS REACHED
 SW0428'FROM THERE BY GOING N ALONG NESPELEM ROAD 0.7 MILE, THENCE TURNING
 SW0428'UP THE HILL ON A ROAD TO THE RIGHT FOR APPROXIMATELY 100
 SW0428'YARDS.  THENCE TURNING LEFT AND GOING NE ACROSS COUNTRY 0.1 MILE
 SW0428'TO STATION, WHICH IS 19.0 METERS W AND 29.0 METERS S OF A FENCE
 SW0428'INTERSECTION, AND IS TIED TO A 1/16 SECTION CORNER ROCK
 SW0428'MONUMENT.
 SW0428'
 SW0428'STATION MARK IS A 6- BY 6- BY 1/4-INCH BRASS PLATE, STAMPED ALPHA
 SW0428'1933 NORTH END PRECISE BASE LINE.  IT IS SET ACCORDING TO NOTE 1B.
 SW0428
 SW0428                          STATION RECOVERY (1935)
 SW0428
 SW0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMB)
 SW0428'STATION WAS TORN OUT DURING THE GRADING OF MASON CITY AND
 SW0428'REESTABLISHED IN 1935.  THE ORIGINAL 6- BY 6- BY 1/4-INCH BRASS
 SW0428'PLATE WITH WELDED SHANK WAS USED IN RESET STATION.  STATION IS
 SW0428'DIRECTLY UNDER POWER LINE, ON N CURB LINE OF SIXTH STREET, 120
 SW0428'FEET W OF INTERSECTION OF CENTERLINES OF ICKES AVENUE AND SIXTH
 SW0428'STREET IN MASON CITY, 28.0 FEET FROM SW CORNER OF HOUSE FACING
 SW0428'ICKES, AND 43.0 FEET N OF POWER POLE LB 411.
 SW0428'
 SW0428'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN CONCRETE
 SW0428'MONUMENTS, AND ARE, AS IS THE STATION MARK, 12 INCHES BELOW SURFACE
 SW0428'OF GROUND.
 SW0428
 SW0428                          STATION RECOVERY (1935)
 SW0428
 SW0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 SW0428'22.7 MI N FROM ALMIRA.
 SW0428'22.7 MI. NORTH ALONG COUNTY ROAD FROM N.P. RR. STATION.  IN MASON
 SW0428'CITY, ON THE NORTH CURB LINE OF SIXTH STREET, 120 FEET WEST OF
 SW0428'INTERSECTION OF CENTER LINES OF ICKES AVENUE AND SIXTH STREET, 28 FEET
 SW0428'SOUTH WEST OF SOUTH WEST CORNER OF HOUSE FACING ICKES AVENUE, 43 FEET
 SW0428'NORTH OF POWER POLE NO. LB 411, 120 FEET EAST OF INTERSECTION OF
 SW0428'CENTER LINES OF SIXTH STREET AND FIR AVENUE, DIRECTLY UNDER POWER
 SW0428'LINE.  NOTE-- CONSTR IN AREA.
 SW0428
 SW0428                          STATION RECOVERY (1947)
 SW0428
 SW0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW0428'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE
 SW0428'U.S.B.R. IN THE 1935 RECOVERY NOTE.
 SW0428
 SW0428                          STATION RECOVERY (1966)
 SW0428
 SW0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0428'MARK NOT FOUND.
 SW0428
 SW0428                          STATION RECOVERY (1981)
 SW0428
 SW0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0428'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2379 ***********************************************************************
 RD2379  DESIGNATION -  ALPINE
 RD2379  PID         -  RD2379
 RD2379  STATE/COUNTY-  WA/CLARK
 RD2379  USGS QUAD   -  CAMAS (1993)
 RD2379
 RD2379                         *CURRENT SURVEY CONTROL
 RD2379  ___________________________________________________________________
 RD2379* NAD 83(1991)-  45 34 41.83663(N)    122 26 45.18951(W)     ADJUSTED  
 RD2379* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 RD2379  ___________________________________________________________________
 RD2379  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 RD2379  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 RD2379
 RD2379  HORZ ORDER  -  SECOND
 RD2379
 RD2379.The horizontal coordinates were established by classical geodetic methods
 RD2379.and adjusted by the National Geodetic Survey in December 1991..
 RD2379
 RD2379.The orthometric height was scaled from a topographic map.
 RD2379
 RD2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2379
 RD2379.The geoid height was determined by GEOID03.
 RD2379
 RD2379;                    North         East     Units Scale Factor Converg.
 RD2379;SPC WA S     -    29,100.769   348,129.380   MT  1.00006755   -1 24 48.5
 RD2379;SPC WA S     -    95,474.77  1,142,154.47   sFT  1.00006755   -1 24 48.5
 RD2379;SPC OR N     -   214,253.461 2,348,151.049   MT  0.99992011   -1 22 48.0
 RD2379;SPC OR N     -   702,931.30  7,703,907.64   iFT  0.99992011   -1 22 48.0
 RD2379;UTM  10      - 5,047,343.433   543,231.108   MT  0.99962298   +0 23 44.7
 RD2379
 RD2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2379!SPC WA S     -   0.99999601  x   1.00006755  =   1.00006356
 RD2379!SPC OR N     -   0.99999601  x   0.99992011  =   0.99991612
 RD2379!UTM  10      -   0.99999601  x   0.99962298  =   0.99961900
 RD2379
 RD2379|---------------------------------------------------------------------|
 RD2379| PID    Reference Object                     Distance      Geod. Az  |
 RD2379|                                                           dddmmss.s |
 RD2379| CE2262 ALPINE RM 1                           5.676 METERS 09531     |
 RD2379| CE2263 ALPINE RM 2                           8.146 METERS 14622     |
 RD2379| RD2334 FAIRVIEW DAIRY ELEVATED TANK        APPROX. 4.9 KM 1753422.9 |
 RD2379| RD2385 QUARRY POINT                        APPROX. 3.2 KM 2871814.9 |
 RD2379|---------------------------------------------------------------------|
 RD2379
 RD2379                          SUPERSEDED SURVEY CONTROL
 RD2379
 RD2379  NAD 83(1991)-  45 34 41.83663(N)    122 26 45.18952(W) AD(       ) 2
 RD2379  NAD 83(1986)-  45 34 41.85199(N)    122 26 45.19317(W) AD(       ) 2
 RD2379  NAD 27      -  45 34 42.41760(N)    122 26 40.86038(W) AD(       ) 2
 RD2379
 RD2379.Superseded values are not recommended for survey control.
 RD2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2379.See file dsdata.txt to determine how the superseded data were derived.
 RD2379
 RD2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4323147343(NAD 83)
 RD2379_MARKER: Z = SEE DESCRIPTION
 RD2379_SETTING: 0 = UNSPECIFIED SETTING
 RD2379
 RD2379  HISTORY     - Date     Condition        Report By
 RD2379  HISTORY     - 1961     MONUMENTED       CGS
 RD2379  HISTORY     - 1984     GOOD             USPSQD
 RD2379
 RD2379                          STATION DESCRIPTION
 RD2379
 RD2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2379'THE STATION IS LOCATED 175 YARDS SOUTH OF U.S. HIGHWAY 830 ON A
 RD2379'HIGH HILL ABOUT 2 MILES SOUTHWEST OF CAMAS.
 RD2379'
 RD2379'TO REACH FROM THE INTERSECTION OF NORTHEAST ADAMS STREET AND 6TH.
 RD2379'AVENUE IN CAMAS, GO SOUTHWEST ON U.S. HIGHWAY 830 FOR 1.9 MILES TO A
 RD2379'HIGH HILL ON THE LEFT AND STATION SITE ON THE TOP OF HILL.
 RD2379'
 RD2379'THE STATION MARK IS A STANDARD DISK, STAMPED ALPINE 1961, BRAZED TO
 RD2379'THE TOP OF A ROUND PIPE PROJECTING 3-INCHES.  IT IS 5.3 FEET NORTH
 RD2379'OF A WITNESS POST.
 RD2379'
 RD2379'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED ALPINE NO 1 1961,
 RD2379'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 3-INCHES.  IT IS 21
 RD2379'FEET NORTHEAST OF THE WITNESS POST.
 RD2379'
 RD2379'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED ALPINE NO 2 1961,
 RD2379'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 3-FEET.  IT IS
 RD2379'24.8 FEET NORTHEAST OF THE WITNESS POST.
 RD2379'
 RD2379'STATION QUARRY POINT MAY BE USED FOR AN AZIMUTH FOR THIS STATION,
 RD2379'SEE DESCRIPTION THEREOF.
 RD2379
 RD2379                          STATION RECOVERY (1984)
 RD2379
 RD2379'RECOVERY NOTE BY US POWER SQUADRON 1984 (ECF)
 RD2379'ALPINE STATION MARK 1961 TRIANGULATION STATION FOUND GOOD - BOTH
 RD2379'WITNESS POST AND BENCH MARK.
 RD2379'
 RD2379'DESCRIPTION SHOULD READ MIDWAY BETWEEN S.E.
 RD2379'EVERGREEN HIGHWAY AND WASHINGTON STATE HIGHWAY NO. 14 APPROXIMATELY
 RD2379'2 MILES SW OF 6TH AND ADAMS STREET, CAMAS, WA.  IT IS APPROXIMATELY
 RD2379'100 FT SOUTH OF CENTERLINE OF WASHINGTON STATE HIGHWAY NO. 14 NOT
 RD2379'175 YARDS AS DESCRIBED.
 RD2379'
 RD2379'ALPINE NO 1 1961 REFERENCE MARK FOUND GOOD.  RECOVERED AS DESCRIBED.
 RD2379'
 RD2379'ALPINE NO. 2 1961 REFERENCE MARK FOUND GOOD.
 RD2379'
 RD2379'THIS STATION WAS 24.8 FEET SOUTHEAST OF WITNESS POST.  NOT NORTHEAST
 RD2379'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1657 ***********************************************************************
 RZ1657  DESIGNATION -  ALPO
 RZ1657  PID         -  RZ1657
 RZ1657  STATE/COUNTY-  WA/GARFIELD
 RZ1657  USGS QUAD   -  STEMBER CREEK (1971)
 RZ1657
 RZ1657                         *CURRENT SURVEY CONTROL
 RZ1657  ___________________________________________________________________
 RZ1657* NAD 83(1991)-  46 25 03.09210(N)    117 16 26.68771(W)     ADJUSTED  
 RZ1657* NAVD 88     -       369.9    (meters)    1214.     (feet)  VERTCON   
 RZ1657  ___________________________________________________________________
 RZ1657  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 RZ1657  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 RZ1657
 RZ1657  HORZ ORDER  -  THIRD
 RZ1657
 RZ1657.The horizontal coordinates were established by classical geodetic methods
 RZ1657.and adjusted by the National Geodetic Survey in December 1991..
 RZ1657
 RZ1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1657
 RZ1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1657
 RZ1657.The geoid height was determined by GEOID03.
 RZ1657
 RZ1657;                    North         East     Units Scale Factor Converg.
 RZ1657;SPC WA S     -   125,577.754   747,914.907   MT  0.99991886   +2 20 35.9
 RZ1657;SPC WA S     -   411,999.68  2,453,784.16   sFT  0.99991886   +2 20 35.9
 RZ1657;UTM  11      - 5,140,475.642   478,937.557   MT  0.99960545   -0 11 54.7
 RZ1657
 RZ1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1657!SPC WA S     -   0.99994491  x   0.99991886  =   0.99986377
 RZ1657!UTM  11      -   0.99994491  x   0.99960545  =   0.99955038
 RZ1657
 RZ1657|---------------------------------------------------------------------|
 RZ1657| PID    Reference Object                     Distance      Geod. Az  |
 RZ1657|                                                           dddmmss.s |
 RZ1657| RZ1656 ALPO DOUBLE POWERLINE POLE CEN       51.199 METERS 03817     |
 RZ1657| CF4363 ALPO RM 1                            11.484 METERS 04212     |
 RZ1657| CF4364 ALPO RM 2                             9.718 METERS 12249     |
 RZ1657| RZ0879 ALPO AZ MK 3                                       2772446.2 |
 RZ1657| CF4361 ALPO AZ MK RESET                                   2772446.2 |
 RZ1657| CF4360 ALPO AZ MK                                         2784810.7 |
 RZ1657|---------------------------------------------------------------------|
 RZ1657
 RZ1657                          SUPERSEDED SURVEY CONTROL
 RZ1657
 RZ1657  NAD 83(1991)-  46 25 03.09342(N)    117 16 26.69003(W) AD(       ) 3
 RZ1657  NAD 83(1986)-  46 25 03.09944(N)    117 16 26.68207(W) AD(       ) 3
 RZ1657  NAD 27      -  46 25 03.53000(N)    117 16 23.08800(W) AD(       ) 3
 RZ1657  NGVD 29 (07/19/86)  368.9    (m)         1210.     (f) VERT ANG       
 RZ1657
 RZ1657.Superseded values are not recommended for survey control.
 RZ1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1657.See file dsdata.txt to determine how the superseded data were derived.
 RZ1657
 RZ1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM7893840476(NAD 83)
 RZ1657_MARKER: DS = TRIANGULATION STATION DISK
 RZ1657_SETTING: 0 = UNSPECIFIED SETTING
 RZ1657
 RZ1657  HISTORY     - Date     Condition        Report By
 RZ1657  HISTORY     - 1945     MONUMENTED       CGS
 RZ1657  HISTORY     - 1966     GOOD             CGS
 RZ1657  HISTORY     - 1968     GOOD             CGS
 RZ1657  HISTORY     - 1971     GOOD             USGS
 RZ1657  HISTORY     - 1974     GOOD             NGS
 RZ1657
 RZ1657                          STATION DESCRIPTION
 RZ1657
 RZ1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RZ1657'STATION IS LOCATED ABOUT 12.5 MILES W OF LEWISTON, IDAHO, ON A
 RZ1657'SMALL FOOTHILL N OF U.S. HIGHWAY 410.  IT IS ABOUT 100 FEET HIGHER
 RZ1657'AND 150 YARDS N OF U.S. HIGHWAY 410, 168 FEET SW OF DOUBLE
 RZ1657'POWER-LINE POLES AND ABOUT 0.2 MILE NW OF THE ASOTIN-GARFIELD
 RZ1657'COUNTY SIGN.
 RZ1657'
 RZ1657'STATION IS MARKED BY A BRONZE DISK WELDED TO A 2-1/2- BY 30-INCH
 RZ1657'LENGTH OF SOIL PIPE.  IT IS STAMPED ALPO 1945 AND PROJECTS 4 INCHES
 RZ1657'ABOVE THE GROUND.
 RZ1657'
 RZ1657'TO REACH FROM W END OF THE SNAKE RIVER BRIDGE BETWEEN LEWISTON
 RZ1657'AND CLARKSTON, GO W ON HIGHWAY 410 FOR 12.3 MILES TO A LARGE
 RZ1657'ASOTIN-GARFIELD COUNTY SIGN ON THE LEFT, CONTINUE 0.2 MILE TO A
 RZ1657'WIRE GATE ON THE RIGHT WHICH IS ABOUT 100 FEET E OF AN UNPAINTED
 RZ1657'HOUSE ON THE N SIDE OF HIGHWAY AND AN OLD BARN ON THE S SIDE.
 RZ1657'FROM THE GATE WHICH IS THE END OF TRUCK TRAVEL, PACK NNE UP SLOPE
 RZ1657'OF FOOTHILL FOR ABOUT 150 YARDS TO THE HIGHEST POINT AND THE
 RZ1657'STATION AS DESCRIBED.
 RZ1657'
 RZ1657'REFERENCE MARK 1 IS SET ON THE NE SLOPE OF THE FOOTHILL AND IS
 RZ1657'ABOUT 6 INCHES LOWER THAN THE STATION.  IT IS A BRONZE DISK WELDED
 RZ1657'TO A 30-INCH LENGTH OF SOIL PIPE PROJECTING 4 INCHES ABOVE THE
 RZ1657'GROUND.  DISK IS STAMPED ALPO NO 1 1945.
 RZ1657'
 RZ1657'REFERENCE MARK 2 IS ON THE S SLOPE AND ABOUT 1 FOOT LOWER THAN
 RZ1657'THE STATION.  IT IS A BRONZE DISK WELDED TO A 2-1/2-INCH BY 30-INCH
 RZ1657'LENGTH OF SOIL PIPE PROJECTING 5 INCHES ABOVE THE GROUND.  DISK IS
 RZ1657'STAMPED ALPO NO 2 1945.
 RZ1657'
 RZ1657'AZIMUTH MARK IS 0.25 MILE WNW OF THE STATION AND ON THE N
 RZ1657'RIGHT-OF-WAY OF HIGHWAY 410.  IT IS 25 FEET N OF THE CENTER LINE
 RZ1657'OF THE HIGHWAY, 2 FEET S OF THE FENCE LINE, AND 70 FEET E OF
 RZ1657'O.C. BREWEYS MAIL BOX.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF
 RZ1657'A CONCRETE POST.  THE DISK IS STAMPED ALPO 1945 AND PROJECTS 4
 RZ1657'INCHES ABOVE THE GROUND.
 RZ1657
 RZ1657                          STATION RECOVERY (1966)
 RZ1657
 RZ1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 RZ1657'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AS
 RZ1657'DESCRIBED, EXCEPT DIRT HAS BEEN FILLED IN AROUND THE STATION MARK
 RZ1657'LEAVING IT FLUSH WITH THE GROUND.  THE AZIMUTH MARK POST HAD BEEN
 RZ1657'BROKEN OFF ABOUT 8 INCHES BELOW GROUND LEVEL, AND THE TOP PORTION
 RZ1657'REPLACED ON THE STUMP WITH THE ARROW POINTING 90 DEGREES LEFT OF
 RZ1657'THE STATION.  A NEW AZIMUTH MARK WAS ESTABLISHED.  THE OLD
 RZ1657'AZIMUTH MARK DISK WAS REMOVED FROM THE CONCRETE POST AND THE POST
 RZ1657'WILL BE DESTROYED BY ROAD CONSTRUCTION.
 RZ1657'
 RZ1657'THE STATION IS 3.6 MILES WEST OF THE BRIDGE OVER ALPOWA CREEK ON
 RZ1657'U.S. HIGHWAY 410, ABOUT 200 YARDS NORTHEAST OF U.S. HIGHWAY 410,
 RZ1657'AND LOOKS TO BE MORE THAN 100 FEET HIGHER.  STATION KNOLL IS LOWER
 RZ1657'AND NEARER THE ROAD THAN THE OTHER KNOLLS IN THE IMMEDIATE
 RZ1657'VICINITY.
 RZ1657'
 RZ1657'THE AZIMUTH MARK, WHICH WAS ESTABLISHED AT THIS TIME, IS A
 RZ1657'STANDARD DISK SET IN THE TOP OF A 3 X 4-FOOT BOULDER WHICH PROJECTS
 RZ1657'3 FEET.  IT IS 30 YARDS EAST OF THE DRIVEWAY INTO MR. FLERCHINGERS
 RZ1657'HOUSE, 46 FEET WEST OF O. E. FLERCHINGERS MAILBOX, 34.5 FEET SOUTH
 RZ1657'OF THE CENTER LINE OF U.S. HIGHWAY 410, 20 FEET SOUTH OF THE
 RZ1657'SOUTH END OF A 2-FOOT CONCRETE PIPE UNDER THE HIGHWAY AND 1 FOOT
 RZ1657'SOUTH OF THE FENCE.  THE DISK IS STAMPED ALPO RESET 1966.
 RZ1657'
 RZ1657'STATION CAN BE REACHED FROM THE POINT WHERE U.S. HIGHWAY 410
 RZ1657'CROSSES THE GARFIELD-ASOTIN COUNTY LINE BY GOING WESTERLY ON
 RZ1657'U.S. HIGHWAY 410 FOR 0.4 MILE TO A GATE AND TRACK ROAD ON THE
 RZ1657'RIGHT.  WALK NORTHEASTERLY, UPHILL, ABOUT 200 YARDS TO THE SUMMIT
 RZ1657'OF THE KNOLL AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 RZ1657'GATE, CONTINUE WESTERLY ON HIGHWAY 410 FOR 0.35 MILE TO THE MARK
 RZ1657'ON THE LEFT.
 RZ1657
 RZ1657                          STATION RECOVERY (1968)
 RZ1657
 RZ1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 RZ1657'THE STATION MARK, THE REFERENCE MARKS AND THE AZIMUTH MARK, WHICH
 RZ1657'WAS SET IN 1966, WERE RECOVERED IN GOOD CONDITION, BUT THE 1966
 RZ1657'AZIMUTH MARK IS IN DANGER OF BEING DISTURBED BY CONSTRUCTION WORK
 RZ1657'THIS SUMMER.  A NEW AZIMUTH MARK, STAMPED ALPO 1945 AZ 3 1968, WAS
 RZ1657'ESTABLISHED AT THIS TIME.  THE NEW MARK WAS SET ON LINE WITH THE
 RZ1657'1966 AZIMUTH MARK AND THE STATION, 74.5 FEET WEST OF THE 1966
 RZ1657'AZIMUTH MARK, WHICH IS IN A 3 X 4-FOOT BOULDER WHICH PROJECTS 3
 RZ1657'FEET.  A COMPLETE DESCRIPTION FOLLOWS--
 RZ1657'
 RZ1657'THE STATION IS ABOUT 12 MILES WEST OF CLARKSTON, 3.6 MILES WEST
 RZ1657'OF THE BRIDGE OVER ALPOWA CREEK ON U.S. HIGHWAY 12, 0.4 MILE WEST
 RZ1657'OF THE GARFIELD-ASOTIN COUNTY LINE, ON A GRASSY KNOLL, ABOUT 200
 RZ1657'YARDS NORTH OF AND 150 FEET HIGHER THAN U.S. HIGHWAY 12, 168 FEET
 RZ1657'SOUTHWEST OF DOUBLE POWER LINE POLES AND THE STATION KNOLL IS
 RZ1657'LOWER AND NEARER THE ROAD THAN THE OTHER HILLS IN THE AREA.
 RZ1657'
 RZ1657'STATION MARK, STAMPED ALPO 1945, IS A STANDARD DISK ON A PIPE
 RZ1657'FLUSH WITH THE GROUND, ON THE NORTHERN PART OF THE SUMMIT OF THE
 RZ1657'KNOLL.
 RZ1657'
 RZ1657'REFERENCE MARK NO. 1, STAMPED ALPO NO 1 1945, IS A STANDARD DISK
 RZ1657'BRAZED TO THE TOP OF A PIPE WHICH PROJECTS 4 INCHES ON THE
 RZ1657'NORTHEAST SLOPE OF THE KNOLL AND ABOUT 6 INCHES LOWER THAN THE
 RZ1657'STATION.
 RZ1657'
 RZ1657'REFERENCE MARK NO. 2, STAMPED ALPO NO 2 1945, IS A STANDARD DISK
 RZ1657'BRAZED TO THE TOP OF A PIPE WHICH PROJECTS 5 INCHES ON THE SOUTHERN
 RZ1657'SLOPE OF THE KNOLL AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 RZ1657'
 RZ1657'THE NEW AZIMUTH MARK, STAMPED ALPO 1945 AZ 3 1968 IS A STANDARD
 RZ1657'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 RZ1657'ON A SMALL RISE, 86 FEET SOUTH OF THE PROPOSED CENTERLINE OF
 RZ1657'U.S. HIGHWAY 12, 74.5 FEET WEST OF THE 1966 AZIMUTH MARK IN THE
 RZ1657'BOULDER, 12 FEET EAST OF THE PROJECTED CENTER LINE OF
 RZ1657'MR. O. E. FLERCHINGERS DRIVEWAY AND 2 FEET NORTH OF A METAL
 RZ1657'WITNESS POST.
 RZ1657'
 RZ1657'AT PRESENT, THE DIRECTION TO THIS MARK FROM THE STATION IS IN
 RZ1657'AGREEMENT WITH THE DIRECTION TO THE 1966 AZIMUTH MARK.  IF, AFTER
 RZ1657'CONSTRUCTION, THEY ARE FOUND TO DIFFER, AND THE CONCRETE POST IS
 RZ1657'IN GOOD CONDITION, IT SHOULD BE SAFE TO ASSUME THE BOULDER WAS
 RZ1657'DISTURBED.
 RZ1657'
 RZ1657'STATION CAN BE REACHED FROM THE POINT WHERE U.S. HIGHWAY 12
 RZ1657'CROSSES THE GARFIELD-ASOTIN COUNTY LINE BY GOING WESTERLY ON
 RZ1657'U.S. HIGHWAY 12 FOR 0.4 MILE TO A GATE AND TRACK ROAD ON THE
 RZ1657'RIGHT*, WALK NORTH-NORTHEASTERLY UPHILL, ABOUT 200 YARDS TO THE
 RZ1657'SUMMIT OF THE KNOLL AND THE STATION.
 RZ1657'
 RZ1657'* - TO REACH THE AZIMUTH MARK FROM THE GATE, CONTINUE WESTERLY
 RZ1657'ON THE HIGHWAY FOR 0.35 MILE TO THE DRIVEWAY ON THE RIGHT AND THE
 RZ1657'MARK ON THE LEFT.
 RZ1657
 RZ1657                          STATION RECOVERY (1971)
 RZ1657
 RZ1657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (TS)
 RZ1657'ALL MARKS FOUND IN GOOD CONDITION.
 RZ1657
 RZ1657                          STATION RECOVERY (1974)
 RZ1657
 RZ1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 RZ1657'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK (1968) WERE
 RZ1657'RECOVERED IN GOOD CONDITION.
 RZ1657'
 RZ1657'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ1657'12 MILES WEST OF CLARKSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0879 ***********************************************************************
 RZ0879  DESIGNATION -  ALPO AZ MK 3
 RZ0879  PID         -  RZ0879
 RZ0879  STATE/COUNTY-  WA/GARFIELD
 RZ0879  USGS QUAD   -  STEMBER CREEK (1971)
 RZ0879
 RZ0879                         *CURRENT SURVEY CONTROL
 RZ0879  ___________________________________________________________________
 RZ0879* NAD 83(1986)-  46 25 06.     (N)    117 16 58.     (W)     SCALED    
 RZ0879* NAVD 88     -       343.500  (meters)    1126.97   (feet)  ADJUSTED  
 RZ0879  ___________________________________________________________________
 RZ0879  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 RZ0879  DYNAMIC HT  -         343.495 (meters)    1126.95  (feet)  COMP
 RZ0879  MODELED GRAV-     980,590.4   (mgal)                       NAVD 88
 RZ0879
 RZ0879  VERT ORDER  -  FIRST     CLASS I
 RZ0879
 RZ0879.The horizontal coordinates were scaled from a topographic map and have
 RZ0879.an estimated accuracy of +/- 6 seconds.
 RZ0879
 RZ0879.The orthometric height was determined by differential leveling
 RZ0879.and adjusted by the National Geodetic Survey in June 1991..
 RZ0879
 RZ0879.The geoid height was determined by GEOID03.
 RZ0879
 RZ0879.The dynamic height is computed by dividing the NAVD 88
 RZ0879.geopotential number by the normal gravity value computed on the
 RZ0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0879.degrees latitude (g = 980.6199 gals.).
 RZ0879
 RZ0879.The modeled gravity was interpolated from observed gravity values.
 RZ0879
 RZ0879;                    North         East    Units  Estimated Accuracy
 RZ0879;SPC WA S     -   125,640.      747,240.      MT  (+/- 180 meters Scaled)
 RZ0879
 RZ0879                          SUPERSEDED SURVEY CONTROL
 RZ0879
 RZ0879  NGVD 29 (??/??/92)  342.516  (m)         1123.74   (f) ADJ UNCH    1 1
 RZ0879
 RZ0879.Superseded values are not recommended for survey control.
 RZ0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0879.See file dsdata.txt to determine how the superseded data were derived.
 RZ0879
 RZ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM782405(NAD 83)
 RZ0879_MARKER: DZ = AZIMUTH MARK DISK
 RZ0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0879_STAMPING: ALPO 1945 AZ 3 1968
 RZ0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0879+STABILITY: SURFACE MOTION
 RZ0879
 RZ0879  HISTORY     - Date     Condition        Report By
 RZ0879  HISTORY     - 1968     MONUMENTED       CGS
 RZ0879
 RZ0879                          STATION DESCRIPTION
 RZ0879
 RZ0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ0879'13.85 MI W FROM CLARKSTON.
 RZ0879'13.85 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE WEST END OF THE SNAKE
 RZ0879'RIVER BRIDGE AT CLARKSTON, ON THE OUTSIDE OF A CURVE, 83 FEET
 RZ0879'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 285 FEET WEST OF THE
 RZ0879'CENTER OF THE JUNCTION OF A DRIVEWAY NORTHWEST UP HILL, 98 FEET
 RZ0879'NORTHWEST OF THE CENTER OF THE SOUTHWEST END OF A PIPE CULVERT, 1.8
 RZ0879'FEET NORTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 RZ0879'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 RZ0879'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1612 ***********************************************************************
 RZ1612  DESIGNATION -  ALPOWA
 RZ1612  PID         -  RZ1612
 RZ1612  STATE/COUNTY-  WA/ASOTIN
 RZ1612  USGS QUAD   -  SILCOTT (1971)
 RZ1612
 RZ1612                         *CURRENT SURVEY CONTROL
 RZ1612  ___________________________________________________________________
 RZ1612* NAD 83(1991)-  46 23 24.06532(N)    117 14 47.94282(W)     ADJUSTED  
 RZ1612* NAVD 88     -       661.4    (meters)    2170.     (feet)  VERTCON   
 RZ1612  ___________________________________________________________________
 RZ1612  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 RZ1612  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 RZ1612
 RZ1612  HORZ ORDER  -  SECOND
 RZ1612
 RZ1612.The horizontal coordinates were established by classical geodetic methods
 RZ1612.and adjusted by the National Geodetic Survey in December 1991..
 RZ1612
 RZ1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1612
 RZ1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1612
 RZ1612.The geoid height was determined by GEOID03.
 RZ1612
 RZ1612;                    North         East     Units Scale Factor Converg.
 RZ1612;SPC WA S     -   122,609.473   750,147.743   MT  0.99992037   +2 21 47.6
 RZ1612;SPC WA S     -   402,261.25  2,461,109.72   sFT  0.99992037   +2 21 47.6
 RZ1612;UTM  11      - 5,137,412.223   481,035.896   MT  0.99960442   -0 10 42.9
 RZ1612
 RZ1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1612!SPC WA S     -   0.99989921  x   0.99992037  =   0.99981958
 RZ1612!UTM  11      -   0.99989921  x   0.99960442  =   0.99950367
 RZ1612
 RZ1612:                Primary Azimuth Mark                     Grid Az
 RZ1612:SPC WA S     -  SILCOTT CAIRN USGS                       023 38 20.8
 RZ1612:UTM  11      -  SILCOTT CAIRN USGS                       026 10 51.3
 RZ1612
 RZ1612|---------------------------------------------------------------------|
 RZ1612| PID    Reference Object                     Distance      Geod. Az  |
 RZ1612|                                                           dddmmss.s |
 RZ1612| RZ1610 SILCOTT CAIRN USGS                  APPROX. 3.3 KM 0260008.4 |
 RZ1612| RZ0889 ALPOWA AZ MK                                       0463849.2 |
 RZ1612| CF4365 ALPOWA RM 1                          23.181 METERS 25028     |
 RZ1612| CF4367 ALPOWA RM 3                          20.969 METERS 25235     |
 RZ1612| CF4366 ALPOWA RM 2                          21.176 METERS 31025     |
 RZ1612|---------------------------------------------------------------------|
 RZ1612
 RZ1612                          SUPERSEDED SURVEY CONTROL
 RZ1612
 RZ1612  NAD 83(1991)-  46 23 24.06615(N)    117 14 47.94493(W) AD(       ) 2
 RZ1612  NAD 83(1986)-  46 23 24.07266(N)    117 14 47.93740(W) AD(       ) 2
 RZ1612  NAD 27      -  46 23 24.49900(N)    117 14 44.35000(W) AD(       ) 2
 RZ1612  NGVD 29 (07/19/86)  660.4    (m)         2167.     (f) VERT ANG       
 RZ1612
 RZ1612.Superseded values are not recommended for survey control.
 RZ1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1612.See file dsdata.txt to determine how the superseded data were derived.
 RZ1612
 RZ1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM8103637412(NAD 83)
 RZ1612_MARKER: DS = TRIANGULATION STATION DISK
 RZ1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1612
 RZ1612  HISTORY     - Date     Condition        Report By
 RZ1612  HISTORY     - 1945     MONUMENTED       CGS
 RZ1612  HISTORY     - 1966     GOOD             CGS
 RZ1612  HISTORY     - 1971     GOOD             NGS
 RZ1612  HISTORY     - 1973     GOOD             NGS
 RZ1612
 RZ1612                          STATION DESCRIPTION
 RZ1612
 RZ1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RZ1612'STATION IS LOCATED ABOUT 11 MILES WSW OF LEWISTON, 3-1/2 MILES SW
 RZ1612'OF THE MOUTH OF ALPOWA CREEK, AND 2 MILES SW OF INDIAN TIMOTHY
 RZ1612'MEMORIAL BRIDGE ON U.S. HIGHWAY 410.  IT IS ON THE N AND HIGHEST
 RZ1612'POINT OF A RIDGE AND OVERLOOKS THE HIGHWAY ABOUT 1-1/2 MILES TO
 RZ1612'THE N.
 RZ1612'
 RZ1612'STATION MARK IS A BRONZE STATION DISK SET IN A BLOCK OF CONCRETE
 RZ1612'8 INCHES SQUARE AND PROTRUDING 4 INCHES ABOVE THE SURFACE.  DISK IS
 RZ1612'STAMPED ALPOWA 1945.  UNDERGROUND MARK IS A BRONZE STATION DISK IN
 RZ1612'CONCRETE.  NO WITNESS MARK WAS SET.
 RZ1612'
 RZ1612'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER ABOUT
 RZ1612'5 FEET IN DIAMETER AND 3 FEET IN HEIGHT.  IT IS ABOUT 6 FEET LOWER
 RZ1612'THAN THE STATION MARK AND IS STAMPED ALPOWA NO 1 1945.
 RZ1612'
 RZ1612'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BEDROCK
 RZ1612'OUTCROP ABOUT 2 BY 4 FEET AND PROTRUDING 6 INCHES ABOVE THE
 RZ1612'SURFACE.  IT IS ABOUT 3 FEET LOWER THAN THE STATION MARK AND IS
 RZ1612'STAMPED ALPOWA NO 2 1945.
 RZ1612'
 RZ1612'AZIMUTH MARK IS A BRONZE DISK SET ON THE S SIDE OF U.S. HIGHWAY
 RZ1612'410 AND IN THE E END OF THE BALUSTRADE OF THE INDIAN TIMOTHY
 RZ1612'MEMORIAL BRIDGE.  THE MARK IS PASSED ENROUTE TO THE STATION (SEE
 RZ1612'BELOW).  DISK IS STAMPED ALPOWA 1945.
 RZ1612'
 RZ1612'TO REACH THE STATION FROM THE W END OF THE BRIDGE OVER THE SNAKE
 RZ1612'RIVER BETWEEN LEWISTON AND CLARKSTON, GO W ON HIGHWAY 410 FOR 8.9
 RZ1612'MILES TO TRACK ROAD LEFT, ACROSS CATTLE GUARD, AT APPROACH TO
 RZ1612'INDIAN TIMOTHY BRIDGE AND AZIMUTH MARK.  TURN LEFT, OFF THE
 RZ1612'HIGHWAY, AND FOLLOW MAIN ROAD LEADING UP DRAINAGE 2.5 MILES TO
 RZ1612'FORK, IMMEDIATELY BEYOND THREE SMALL BUILDINGS ON LEFT.  KEEP
 RZ1612'RIGHT FORK 0.5 MILE TO A FORK.  TAKE RIGHT FORK AND CONTINUE NW
 RZ1612'1.5 MILES TO TOP OF RIDGE AND DIM TRACK ROAD ON RIGHT.  TURN RIGHT
 RZ1612'ONTO DIM ROAD LEADING N ALONG TOP OF RIDGE AND CONTINUE 0.9
 RZ1612'MILE TO HIGH POINT AND STATION SITE.
 RZ1612
 RZ1612                          STATION RECOVERY (1966)
 RZ1612
 RZ1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 RZ1612'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 RZ1612'RECOVERED AS DESCRIBED.  THE ROUTE FOLLOWED TO THE STATION WAS THE
 RZ1612'SAME ONE USED IN 1945, BUT MORE DETAIL MAY BE HELPFUL.
 RZ1612'
 RZ1612'TO REACH FROM THE EAST END OF THE INDIAN TIMOTHY MEMORIAL BRIDGE
 RZ1612'OVER ALPOWA CREEK, ON U.S. HIGHWAY 410 (ABOUT 9 MILES WEST OF
 RZ1612'CLARKSTON).  GO SOUTHERLY UP DRAW FOR 1.0 MILE TO RANCH BUILDINGS
 RZ1612'ON THE LEFT, CONTINUE SOUTHERLY ON TRACK ROAD 1.0 MILE TO A Y 0.1
 RZ1612'MILE BEFORE REACHING A SECOND SET OF RANCH BUILDINGS.  KEEP RIGHT
 RZ1612'FORK, GO 0.2 MILE TO A Y, KEEP RIGHT FORK 0.15 MILE TO A DIM
 RZ1612'CROSSROAD, CONTINUE STRAIGHT AHEAD 0.3 MILE TO A FORK, KEEP THE
 RZ1612'MAIN ROAD STRAIGHT AHEAD 0.45 MILE TO A FORK, TAKE RIGHT FORK
 RZ1612'0.1 MILE TO FORK, KEEP RIGHT FORK 1.0 MILE TO A Y, KEEP RIGHT
 RZ1612'0.25 MILE TO REVERSE Y ON TOP OF THE RIDGE, CONTINUE EASTERLY
 RZ1612'ALONG THE TOP OF THE RIDGE FOR 0.45 MILE TO THE STATION ON THE
 RZ1612'RIGHT ON THE SUMMIT OF THE KNOB.
 RZ1612
 RZ1612                          STATION RECOVERY (1971)
 RZ1612
 RZ1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RZ1612'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 RZ1612'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS NOT
 RZ1612'FOUND.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 RZ1612'
 RZ1612'THE STATION IS ABOUT 11 MILES WEST-SOUTHWEST OF CLARKSTON, 3-1/2
 RZ1612'MILES SOUTHWEST OF THE MOUTH OF ALPOWA CREEK, 2 MILES SOUTHWEST OF
 RZ1612'THE INDIAN TIMOTHY MEMORIAL BRIDGE AND ON THE NORTHERN AND HIGHEST
 RZ1612'POINT OF A RIDGE.  THE STATION OVERLOOKS THE HIGHWAY ABOUT 1-1/2
 RZ1612'MILES TO THE NORTH.
 RZ1612'
 RZ1612'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE
 RZ1612'SNAKE RIVER (BETWEEN LEWISTON AND CLARKSTON) ON U.S. HIGHWAY 12,
 RZ1612'GO WEST ON U.S. HIGHWAY 12 FOR 9.0 MILES TO A ROAD SOUTH AT THE
 RZ1612'EAST END OF THE INDIAN TIMOTHY MEMORIAL BRIDGE OVER ALPOWA CREEK,
 RZ1612'TURN LEFT AND GO SOUTH UP DRAW FOR 1.0 MILE TO RANCH BUILDINGS ON
 RZ1612'THE LEFT, CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 1.0 MILE TO A
 RZ1612'Y, 0.1 MILE BEFORE REACHING A SECOND SET OF RANCH BUILDINGS,
 RZ1612'KEEP RIGHT FORK 0.2 MILE TO A Y, KEEP RIGHT FORK 0.15 MILE TO
 RZ1612'DIM CROSSROAD, CONTINUE STRAIGHT AHEAD 0.3 MILE TO FORK.
 RZ1612'KEEP MAIN ROAD STRAIGHT AHEAD 0.45 MILE TO FORK, KEEP RIGHT
 RZ1612'FORK 0.1 MILE TO FORK, KEEP RIGHT FORK 1.0 MILE TO A Y, KEEP
 RZ1612'RIGHT 0.25 MILE TO A REVERSE Y ON THE TOP OF THE RIDGE, CONTINUE
 RZ1612'EASTERLY ALONG THE TOP OF THE RIDGE FOR 0.45 MILE TO THE
 RZ1612'STATION ON THE RIGHT AT THE SUMMIT OF A KNOB.
 RZ1612'
 RZ1612'THE STATION MARK, STAMPED ALPOWA 1945, IS A STANDARD DISK SET IN
 RZ1612'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS ON THE
 RZ1612'SUMMIT OF A ROUND KNOB WITH LARGE BOULDERS ALONG THE WESTERN EDGE
 RZ1612'OF THE SUMMIT AND ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 RZ1612'
 RZ1612'REFERENCE MARK NO. 2, STAMPED ALPOWA NO 2 1945, IS A STANDARD DISK
 RZ1612'SET IN A 2X3-FOOT BOULDER WHICH PROJECTS 6 INCHES.  IT IS ON THE
 RZ1612'NORTHERN END OF THE CLUSTER OF LARGE BOULDERS ON THE WESTERN EDGE
 RZ1612'OF THE SUMMIT AND ABOUT 5.5 FEET LOWER THAN THE STATION.
 RZ1612'
 RZ1612'REFERENCE MARK NO.3, STAMPED ALPOWA 1945 NO 3 1971, IS A STANDARD
 RZ1612'DISK SET IN A 4-FOOT DIAMETER BOULDER WHICH PROJECTS 2 FEET ON THE
 RZ1612'SOUTHERN EDGE OF THE CLUSTER OF BOULDERS AND ABOUT 7 FEET LOWER
 RZ1612'THAN STATION.
 RZ1612'
 RZ1612'THE AZIMUTH MARK, STAMPED ALPOWA 1945, IS A STANDARD DISK SET IN
 RZ1612'THE EAST END OF THE SOUTH GUARDRAIL OF THE INDIAN TIMOTHY MEMORIAL
 RZ1612'BRIDGE OVER ALPOWA CREEK ON U.S. HIGHWAY 12, 13 FEET SOUTH OF AND
 RZ1612'ABOUT 2 FEET HIGHER THAN THE CENTER OF THE HIGHWAY, SEE DIRECTIONS
 RZ1612'FOR REACHING STATION FOR LOCATION OF THE BRIDGE.
 RZ1612'
 RZ1612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ1612'11 MILES WEST-SOUTHWEST OF CLARKSTON.
 RZ1612
 RZ1612                          STATION RECOVERY (1973)
 RZ1612
 RZ1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 RZ1612'THE STATION WAS RECOVERED AS DESCRIBED BY L.F. SMITH IN 1971.  A
 RZ1612'LOCKED GATE WAS ENCOUNTERED.  IF THE GATE IS LOCKED, CONTACT
 RZ1612'MR. MOREY GROTHE IN CLARKSTON.
 RZ1612'
 RZ1612'STATION IS IN SECTION 36, T 10 N, R 44 E.
 RZ1612'
 RZ1612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ1612'11 MILES WEST-SOUTHWEST OF CLARKSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0889 ***********************************************************************
 RZ0889  DESIGNATION -  ALPOWA AZ MK
 RZ0889  PID         -  RZ0889
 RZ0889  STATE/COUNTY-  WA/ASOTIN
 RZ0889  USGS QUAD   -  SILCOTT (1971)
 RZ0889
 RZ0889                         *CURRENT SURVEY CONTROL
 RZ0889  ___________________________________________________________________
 RZ0889* NAD 83(1986)-  46 24 44.     (N)    117 12 46.     (W)     SCALED    
 RZ0889* NAVD 88     -       235.226  (meters)     771.74   (feet)  ADJUSTED  
 RZ0889  ___________________________________________________________________
 RZ0889  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 RZ0889  DYNAMIC HT  -         235.228 (meters)     771.74  (feet)  COMP
 RZ0889  MODELED GRAV-     980,617.4   (mgal)                       NAVD 88
 RZ0889
 RZ0889  VERT ORDER  -  FIRST     CLASS I
 RZ0889
 RZ0889.The horizontal coordinates were scaled from a topographic map and have
 RZ0889.an estimated accuracy of +/- 6 seconds.
 RZ0889
 RZ0889.The orthometric height was determined by differential leveling
 RZ0889.and adjusted by the National Geodetic Survey in June 1991..
 RZ0889
 RZ0889.The geoid height was determined by GEOID03.
 RZ0889
 RZ0889.The dynamic height is computed by dividing the NAVD 88
 RZ0889.geopotential number by the normal gravity value computed on the
 RZ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0889.degrees latitude (g = 980.6199 gals.).
 RZ0889
 RZ0889.The modeled gravity was interpolated from observed gravity values.
 RZ0889
 RZ0889;                    North         East    Units  Estimated Accuracy
 RZ0889;SPC WA S     -   125,180.      752,650.      MT  (+/- 180 meters Scaled)
 RZ0889
 RZ0889                          SUPERSEDED SURVEY CONTROL
 RZ0889
 RZ0889.No superseded survey control is available for this station.
 RZ0889
 RZ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM836398(NAD 83)
 RZ0889_MARKER: DZ = AZIMUTH MARK DISK
 RZ0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0889_SP_SET: BRIDGE RAIL
 RZ0889_STAMPING: ALPOWA 1945
 RZ0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0889
 RZ0889  HISTORY     - Date     Condition        Report By
 RZ0889  HISTORY     - 1945     MONUMENTED       CGS
 RZ0889  HISTORY     - 1968     GOOD             NGS
 RZ0889  HISTORY     - 1980     GOOD             NGS
 RZ0889  HISTORY     - 20031210 GOOD             GEOCAC
 RZ0889
 RZ0889                          STATION DESCRIPTION
 RZ0889
 RZ0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ0889'9.9 MI W FROM CLARKSTON.
 RZ0889'9.9 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE WEST END OF THE SNAKE
 RZ0889'RIVER BRIDGE AT CLARKSTON, 0.05 MILE NORTHEAST OF BENCH MARK D 38, IN
 RZ0889'THE TOP AND 1.8 FEET SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 RZ0889'CONCRETE GUARDRAIL OF CONCRETE BRIDGE 3 DC-101 OVER ALPOWA CREEK, 13
 RZ0889'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET
 RZ0889'HIGHER THAN THE HIGHWAY.
 RZ0889
 RZ0889                          STATION RECOVERY (1980)
 RZ0889
 RZ0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0889'15.0 KILOMETERS (9.3 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE WEST
 RZ0889'END OF THE HIGHWAY BRIDGE OVER THE SNAKE RIVER IN CLARKSTON, SET IN
 RZ0889'TOP OF THE NORTHEAST END OF THE SOUTHEAST GUARDRAIL OF THE INDIAN
 RZ0889'TIMOTHY BRIDGE OVER ALPOWA CREEK ON THE OLD HIGHWAY GRADE, 4.1 METERS
 RZ0889'(13.5 FEET) SOUTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, 0.55
 RZ0889'METER (1.8 FEET) SOUTHWEST OF THE SOUTHEAST END OF THE GUARDRAIL.
 RZ0889'THE MARK IS 0.9 M ABOVE THE OLD HIGHWAY.
 RZ0889
 RZ0889                          STATION RECOVERY (2003)
 RZ0889
 RZ0889'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 RZ0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1299 ***********************************************************************
 SW1299  DESIGNATION -  ALTER
 SW1299  PID         -  SW1299
 SW1299  STATE/COUNTY-  WA/ADAMS
 SW1299  USGS QUAD   -  REIMAN SW (1982)
 SW1299
 SW1299                         *CURRENT SURVEY CONTROL
 SW1299  ___________________________________________________________________
 SW1299* NAD 83(1991)-  47 06 48.82353(N)    118 41 16.92810(W)     ADJUSTED  
 SW1299* NAVD 88     -       548.     (meters)    1798.     (feet)  SCALED    
 SW1299  ___________________________________________________________________
 SW1299  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 SW1299  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 SW1299
 SW1299  HORZ ORDER  -  SECOND
 SW1299
 SW1299.The horizontal coordinates were established by classical geodetic methods
 SW1299.and adjusted by the National Geodetic Survey in December 1991..
 SW1299
 SW1299.The orthometric height was scaled from a topographic map.
 SW1299
 SW1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1299
 SW1299.The geoid height was determined by GEOID03.
 SW1299
 SW1299;                    North         East     Units Scale Factor Converg.
 SW1299;SPC WA S     -   199,456.846   637,500.504   MT  0.99995714   +1 18 58.3
 SW1299;SPC WA S     -   654,384.67  2,091,532.90   sFT  0.99995714   +1 18 58.3
 SW1299;UTM  11      - 5,219,166.377   371,939.635   MT  0.99980155   -1 14 13.2
 SW1299
 SW1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1299!SPC WA S     -   0.99991725  x   0.99995714  =   0.99987439
 SW1299!UTM  11      -   0.99991725  x   0.99980155  =   0.99971881
 SW1299
 SW1299|---------------------------------------------------------------------|
 SW1299| PID    Reference Object                     Distance      Geod. Az  |
 SW1299|                                                           dddmmss.s |
 SW1299| CF1856 ALTER RM 1                            5.255 METERS 04546     |
 SW1299| SW1294 RED                                 APPROX. 5.7 KM 0861906.2 |
 SW1299| CF1857 ALTER RM 2                            6.357 METERS 32153     |
 SW1299|---------------------------------------------------------------------|
 SW1299
 SW1299                          SUPERSEDED SURVEY CONTROL
 SW1299
 SW1299  NAD 83(1986)-  47 06 48.83415(N)    118 41 16.92115(W) AD(       ) 2
 SW1299  NAD 27      -  47 06 49.30600(N)    118 41 12.96900(W) AD(       ) 2
 SW1299
 SW1299.Superseded values are not recommended for survey control.
 SW1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1299.See file dsdata.txt to determine how the superseded data were derived.
 SW1299
 SW1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN7194019166(NAD 83)
 SW1299_MARKER: DS = TRIANGULATION STATION DISK
 SW1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1299
 SW1299  HISTORY     - Date     Condition        Report By
 SW1299  HISTORY     - 1957     MONUMENTED       CGS
 SW1299  HISTORY     - 1967     GOOD             CGS
 SW1299
 SW1299                          STATION DESCRIPTION
 SW1299
 SW1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW1299'THE STATION IS ABOUT 31 MILES EAST OF MOSES LAKE, 14 MILES WEST
 SW1299'OF RITZVILLE AND 10 MILES NORTH OF LIND.  IT IS IN THE SOUTHWEST
 SW1299'CORNER OF A FARM YARD, OWNED BY MRS. R.R. EYLANDER OF RITZVILLE,
 SW1299'ABOUT 200 FEET SOUTHWEST OF THE HOUSE AND BEHIND A SMALL TOOL
 SW1299'SHED.
 SW1299'
 SW1299'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 B
 SW1299'WITH U.S. HIGHWAY 10, WHICH IS 31 MILES EAST OF MOSES LAKE AND
 SW1299'14 MILES WEST OF RITZVILLE, GO NORTH ON STATE HIGHWAY 4 B FOR 2.0
 SW1299'MILES TO A GRAVELED ROAD ON THE LEFT, JUST BEFORE REACHING A FARM
 SW1299'HOME.  TURN LEFT AND GO WEST ON THE GRAVEL ROAD FOR 1.0 MILE
 SW1299'TO A CROSSROAD AND A FARM HOME ON EACH SIDE OF THE ROAD.  TURN
 SW1299'LEFT AND GO SOUTH FOR 0.1 MILE TO THE FARM HOME AND STATION.
 SW1299'
 SW1299'THE STATION MARK IS A STANDARD DISK, STAMPED ALTER 1957, SET
 SW1299'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SW1299'WITH THE GROUND.  THE MARK IS 82.5 FEET SOUTH OF THE SOUTH SIDE
 SW1299'OF A RED WOODEN BARN, 14.6 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 SW1299'OF THE TOOL SHED AND 10.8 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 SW1299'OF THE TOOL SHED.
 SW1299'
 SW1299'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALTER NO 1 1957,
 SW1299'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SW1299'3 INCHES.  THE MARK IS 2 FEET EAST OF THE SOUTHEAST CORNER OF
 SW1299'THE TOOL SHED.
 SW1299'
 SW1299'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALTER NO 2 1957,
 SW1299'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECT
 SW1299'5 INCHES.  THE MARK IS 1 FOOT SOUTHEAST OF THE EASTERNMOST
 SW1299'ROUND CONCRETE BASE OF AN OIL STORAGE TANK.
 SW1299
 SW1299                          STATION RECOVERY (1967)
 SW1299
 SW1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW1299'THE STATION WAS RECOVERED AS DESCRIBED,
 SW1299'WITH THE EXCEPTION THAT REFERENCE MARK NO. 1 IS 4 FEET
 SW1299'EAST OF THE SOUTHEAST CORNER OF THE TOOL SHED INSTEAD OF 2
 SW1299'FEET.  THE FOLLOWING INFORMATION MAY BE HELPFUL--
 SW1299'
 SW1299'THE STATION IS NEAR THE NORTHWEST CORNER OF SECTION 28, T 19 N,
 SW1299'R 33 E.
 SW1299'
 SW1299'REFERENCE MARK NO. 1 IS ON LINE WITH THE SOUTH SIDE OF THE TOOL
 SW1299'SHED AND 4 FEET WEST OF THE PROJECTED EAST SIDE OF THE BARN.  THE
 SW1299'OIL STORAGE TANK REFERRED TO IS SUPPORTED ON LARGE STEEL WHEELS SET
 SW1299'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1910 ***********************************************************************
 SC1910  DESIGNATION -  ALTOONA CANNERY MAIN BLD S GAB
 SC1910  PID         -  SC1910
 SC1910  STATE/COUNTY-  WA/WAHKIAKUM
 SC1910  USGS QUAD   -  ROSBURG (1984)
 SC1910
 SC1910                         *CURRENT SURVEY CONTROL
 SC1910  ___________________________________________________________________
 SC1910* NAD 83(1991)-  46 15 55.99336(N)    123 39 20.16298(W)     ADJUSTED  
 SC1910* NAVD 88     -                                                        
 SC1910  ___________________________________________________________________
 SC1910  LAPLACE CORR-          13.27  (seconds)                    DEFLEC99
 SC1910  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 SC1910
 SC1910  HORZ ORDER  -  THIRD
 SC1910
 SC1910.The horizontal coordinates were established by classical geodetic methods
 SC1910.and adjusted by the National Geodetic Survey in December 1991..
 SC1910
 SC1910
 SC1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1910
 SC1910.The geoid height was determined by GEOID03.
 SC1910
 SC1910;                    North         East     Units Scale Factor Converg.
 SC1910;SPC WA S     -   108,481.058   256,810.679   MT  0.99993007   -2 17 32.0
 SC1910;SPC WA S     -   355,908.27    842,553.04   sFT  0.99993007   -2 17 32.0
 SC1910;SPC OR N     -   293,563.878 2,256,771.562   MT  1.00007842   -2 14 16.5
 SC1910;SPC OR N     -   963,136.08  7,404,106.17   iFT  1.00007842   -2 14 16.5
 SC1910;UTM  10      - 5,123,761.871   449,478.760   MT  0.99963137   -0 28 25.4
 SC1910
 SC1910                          SUPERSEDED SURVEY CONTROL
 SC1910
 SC1910  NAD 83(1991)-  46 15 55.99336(N)    123 39 20.16298(W) AD(       ) 4
 SC1910  NAD 83(1986)-  46 15 56.00315(N)    123 39 20.15377(W) AD(       ) 4
 SC1910  NAD 27      -  46 15 56.61452(N)    123 39 15.65662(W) AD(       ) 3
 SC1910
 SC1910.Superseded values are not recommended for survey control.
 SC1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1910.See file dsdata.txt to determine how the superseded data were derived.
 SC1910
 SC1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4947923762(NAD 83)
 SC1910
 SC1910  HISTORY     - Date     Condition        Report By
 SC1910  HISTORY     - UNK      MONUMENTED
 SC1910  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1910  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SC1910  HISTORY     - 1984     GOOD             USPSQD
 SC1910
 SC1910                          STATION DESCRIPTION
 SC1910
 SC1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1910'STATION IS THE S GABLE OF THE TALLER AND DOWNSTREAM ONE OF THREE
 SC1910'CANNERY BUILDINGS OF THE ALTOONA CANNERY.  THERE IS A C.R.P.A. SIGN
 SC1910'PAINTED ON THE S FACE OF THE BUILDING.  ALL BUILDINGS ARE PAINTED
 SC1910'RED AND ARE BUILT ON A WHARF THAT EXTENDS ABOUT 100 METERS
 SC1910'OFFSHORE.  THEY ARE ON THE N BANK OF THE COLUMBIA RIVER, ABOUT
 SC1910'1/2 MILE E OF HARRINGTON POINT.
 SC1910
 SC1910                          STATION RECOVERY (1955)
 SC1910
 SC1910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 SC1910'RECOVERED
 SC1910'
 SC1910'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SC1910'W.H.B. IN 1950.
 SC1910'
 SC1910'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 SC1910
 SC1910                          STATION RECOVERY (1984)
 SC1910
 SC1910'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 SC1910'UNMARKED STATION RECOVERED IN GOOD CONDITION.
 SC1910'
 SC1910'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1747 ***********************************************************************
 SY1747  DESIGNATION -  ALUM
 SY1747  PID         -  SY1747
 SY1747  STATE/COUNTY-  WA/MASON
 SY1747  USGS QUAD   -  SHELTON (1981)
 SY1747
 SY1747                         *CURRENT SURVEY CONTROL
 SY1747  ___________________________________________________________________
 SY1747* NAD 83(1991)-  47 12 16.21141(N)    123 00 37.90628(W)     ADJUSTED  
 SY1747* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY1747  ___________________________________________________________________
 SY1747  LAPLACE CORR-          -8.30  (seconds)                    DEFLEC99
 SY1747  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SY1747
 SY1747  HORZ ORDER  -  THIRD
 SY1747
 SY1747.The horizontal coordinates were established by classical geodetic methods
 SY1747.and adjusted by the National Geodetic Survey in December 1991..
 SY1747
 SY1747.The orthometric height was scaled from a topographic map.
 SY1747
 SY1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1747
 SY1747.The geoid height was determined by GEOID03.
 SY1747
 SY1747;                    North         East     Units Scale Factor Converg.
 SY1747;SPC WA S     -   211,014.092   309,826.183   MT  0.99997307   -1 49 25.1
 SY1747;SPC WA S     -   692,302.07  1,016,488.07   sFT  0.99997307   -1 49 25.1
 SY1747;UTM  10      - 5,227,890.267   499,202.547   MT  0.99960001   -0 00 27.8
 SY1747
 SY1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1747!SPC WA S     -   1.00000231  x   0.99997307  =   0.99997538
 SY1747!UTM  10      -   1.00000231  x   0.99960001  =   0.99960232
 SY1747
 SY1747|---------------------------------------------------------------------|
 SY1747| PID    Reference Object                     Distance      Geod. Az  |
 SY1747|                                                           dddmmss.s |
 SY1747| DD9315 ALUM RM 1                            18.730 METERS 23724     |
 SY1747| SY1730 CHURCH RESET                        APPROX. 0.8 KM 2591721.2 |
 SY1747| SY1759 BARD RESET                          368.013 METERS 33721     |
 SY1747|---------------------------------------------------------------------|
 SY1747
 SY1747                          SUPERSEDED SURVEY CONTROL
 SY1747
 SY1747  NAD 83(1986)-  47 12 16.20994(N)    123 00 37.91367(W) AD(       ) 3
 SY1747  NAD 27      -  47 12 16.86000(N)    123 00 33.39300(W) AD(       ) 3
 SY1747
 SY1747.Superseded values are not recommended for survey control.
 SY1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1747.See file dsdata.txt to determine how the superseded data were derived.
 SY1747
 SY1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9920327890(NAD 83)
 SY1747_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1747
 SY1747  HISTORY     - Date     Condition        Report By
 SY1747  HISTORY     - 1936     MONUMENTED       CGS
 SY1747  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1747
 SY1747                          STATION DESCRIPTION
 SY1747
 SY1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1747'STATION IS LOCATED ON THE S SIDE OF THE INLET ON THE ROUNDING
 SY1747'POINT OPPOSITE CHURCH LIGHT.  IT IS ABOUT 20 FEET FROM THE FOOT
 SY1747'OF THE BLUFF AND COVERS ABOUT 4 FEET AT HIGH WATER.  MARK PROJECTS
 SY1747'3 INCHES ABOVE THE BEACH.
 SY1747'
 SY1747'STATION AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS SET
 SY1747'IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY1747'
 SY1747'REFERENCE MARK NO.1 IS SET W OF THE STATION ABOUT 6 FEET FROM
 SY1747'THE FOOT OF THE BLUFF.  IT PROJECTS ABOUT 9 INCHES.
 SY1747
 SY1747                          STATION RECOVERY (1967)
 SY1747
 SY1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1747'THE STATION IS PROBABLY LOST.  A CONCRETE MONUMENT (MINUS DISK)
 SY1747'WAS FOUND STILL INTACT IN THE BEACH BUT IT IS UNCERTAIN WHETHER
 SY1747'THE MONUMENT WAS THE STATION OR THE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5518 ***********************************************************************
 AC5518  DESIGNATION -  ALW C
 AC5518  PID         -  AC5518
 AC5518  STATE/COUNTY-  WA/WALLA WALLA
 AC5518  USGS QUAD   -  WALLA WALLA (1978)
 AC5518
 AC5518                         *CURRENT SURVEY CONTROL
 AC5518  ___________________________________________________________________
 AC5518* NAD 83(1998)-  46 05 04.44270(N)    118 17 28.86941(W)     ADJUSTED  
 AC5518* NAVD 88     -       351.9    (meters)    1155.     (feet)  GPS OBS   
 AC5518  ___________________________________________________________________
 AC5518  X           -  -2,100,467.336 (meters)                     COMP
 AC5518  Y           -  -3,902,402.031 (meters)                     COMP
 AC5518  Z           -   4,572,010.961 (meters)                     COMP
 AC5518  LAPLACE CORR-          11.51  (seconds)                    DEFLEC99
 AC5518  ELLIP HEIGHT-         331.40  (meters)          (10/02/01) GPS OBS
 AC5518  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 AC5518
 AC5518  HORZ ORDER  -  THIRD
 AC5518  ELLP ORDER  -  FOURTH    CLASS I
 AC5518
 AC5518.This mark is at Walla Walla Regional Airport (ALW)
 AC5518
 AC5518.The horizontal coordinates were established by GPS observations
 AC5518.and adjusted by the National Geodetic Survey in October 2001..
 AC5518.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5518.DATUM ITEM on the data sheet items page.
 AC5518
 AC5518.The orthometric height was determined by GPS observations and a
 AC5518.high-resolution geoid model.
 AC5518
 AC5518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5518
 AC5518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5518
 AC5518.The ellipsoidal height was determined by GPS observations
 AC5518.and is referenced to NAD 83.
 AC5518
 AC5518.The geoid height was determined by GEOID03.
 AC5518
 AC5518;                    North         East     Units Scale Factor Converg.
 AC5518;SPC WA S     -    85,890.952   670,797.843   MT  0.99995251   +1 36 15.7
 AC5518;SPC WA S     -   281,793.90  2,200,775.92   sFT  0.99995251   +1 36 15.7
 AC5518;UTM  11      - 5,104,254.139   400,160.331   MT  0.99972254   -0 55 49.2
 AC5518
 AC5518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5518!SPC WA S     -   0.99994805  x   0.99995251  =   0.99990056
 AC5518!UTM  11      -   0.99994805  x   0.99972254  =   0.99967060
 AC5518
 AC5518|---------------------------------------------------------------------|
 AC5518| PID    Reference Object                     Distance      Geod. Az  |
 AC5518|                                                           dddmmss.s |
 AC5518| AD9559 ALW E                                 7.604 METERS 13101     |
 AC5518|---------------------------------------------------------------------|
 AC5518
 AC5518                          SUPERSEDED SURVEY CONTROL
 AC5518
 AC5518  NAD 83(1991)-  46 05 04.44273(N)    118 17 28.86962(W) AD(       ) 3
 AC5518  ELLIP H (06/15/99)  331.43   (m)                       GP(       ) 4 1
 AC5518
 AC5518.Superseded values are not recommended for survey control.
 AC5518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5518.See file dsdata.txt to determine how the superseded data were derived.
 AC5518
 AC5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0016004254(NAD 83)
 AC5518_MARKER: DD = SURVEY DISK
 AC5518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5518_STAMPING: ALW C 1993
 AC5518_MARK LOGO: NOS   
 AC5518_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5518+STABILITY: SURFACE MOTION
 AC5518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5518+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1997
 AC5518
 AC5518  HISTORY     - Date     Condition        Report By
 AC5518  HISTORY     - 1993     MONUMENTED       NOS
 AC5518  HISTORY     - 19960721 GOOD             CHANCE
 AC5518  HISTORY     - 19970829 GOOD             NGS
 AC5518
 AC5518                          STATION DESCRIPTION
 AC5518
 AC5518'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (SWA)
 AC5518'THIS STATION IS LOCATED AT THE WALLA WALLA REGIONAL AIRPORT, AT THE
 AC5518'SOUTH END OF THE FIELD.  IT IS NORTH OF TAXIWAY A, 23.0 FT (7.0 M)
 AC5518'EAST OF THE TOP CENTER OF AN OLD LIGHT BASE 133.54 FT (40.70 M) NE OF
 AC5518'THE LAST TAXIWAY LIGHT NEAREST THE RUNWAY END 2, 94.80 FT (28.90 M) NW
 AC5518'OF THE NW CORNER OF A UTILITY BOX COVER, 157.35 FT (47.96 M) N OF THE
 AC5518'CENTERLINE OF TAXIWAY A, 152.00 FT (46.33 M) W OF THE 4TH TAXIWAY
 AC5518'LIGHT FROM THE RUNWAY 2.  IT IS A NOS DISK SET WITH SIX 80 POUND BAGS
 AC5518'OF CONCRETE MOUNTED .02 INCHES BELOW THE GROUND, STAMPED ALW C 1993.
 AC5518
 AC5518                          STATION RECOVERY (1996)
 AC5518
 AC5518'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5518'STATION IS LOCATED ABOUT 13 MILES (20.9 KM) SOUTHWEST OF WAITSBURG, 6
 AC5518'MILES (9.7 KM) NORTH OF THE OREGON - WASHINGTON STATE LINE, IN
 AC5518'NORTHEAST WALLA WALLA AT THE WALLA WALLA REGIONAL AIRPORT, LARRY ADAMS
 AC5518'- AIRPORT MANAGER, PHONE 509-529-0843  TO REACH THE STATION FRON THE
 AC5518'JUNCTION OF US HIGHWAY 12 AND -A- STREET IN WALLA WALLA, PROCEED NORTH
 AC5518'AND WEST ON -A- STREET 0.65 MILES (1.05 KM) TO DOUGLAS STREET, TURN
 AC5518'LEFT AND PROCEED WEST ON DOUGLAS STREET TO A GATE ON THE NORTH SIDE OF
 AC5518'THE FIRE STATION, OBTAIN PERMISSION, PASS THROUGH THE GATE AND PROCEED
 AC5518'WEST ON THE RAMP 0.1 MILES (0.2 KM) TO TAXIWAY A, TURN LEFT AND
 AC5518'PROCEED SOUTHWEST ON TAXIWAY A 0.8 MILES (1.3 KM) TO THE JUNCTION OF
 AC5518'TAXIWAY A AND RUNWAY 2-20 AND THE STATION ON THE RIGHT BETWEEN THE
 AC5518'TAXIWAY AND RUNWAY  THE STATION IS A STANDARD NOS SURVEY DISK SET IN
 AC5518'THE TOP OF A ROUND CONCRETE MONUMENT, RECESSED 5 CM BELOW GROUND
 AC5518'LEVEL.  THE STATION IS LOCATED 7.65 M (25.10 FT) NORTHWEST OF SURVEY
 AC5518'MONUMENT -ALW E-, 40.8 M (133.9 FT) NORTHWEST OF THE NORTHEASTERN 1 OF
 AC5518'4 TAXI LIGHTS, 46.2 M (151.6 FT) NORTH OF THE SOUTHWESTERN 1 OF 4
 AC5518'TAXIWAY LIGHTS, 7.05 M (23.13 FT) EAST OF A LIGHT POST ANCHOR, 23.6 M
 AC5518'(77.4 FT) EAST OF THE EAST EDGE OF DRAIN ON EAST EDGE OF RUNWAY AND
 AC5518'28.8 M (94.5 FT) NORTH OF THE NORTH CORNER OF A UTILITY BOX
 AC5518
 AC5518                          STATION RECOVERY (1997)
 AC5518
 AC5518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AC5518'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5517 ***********************************************************************
 AC5517  SACS        -  This is a Secondary Airport Control Station.
 AC5517  DESIGNATION -  ALW D
 AC5517  PID         -  AC5517
 AC5517  STATE/COUNTY-  WA/WALLA WALLA
 AC5517  USGS QUAD   -  WALLA WALLA (1978)
 AC5517
 AC5517                         *CURRENT SURVEY CONTROL
 AC5517  ___________________________________________________________________
 AC5517* NAD 83(1998)-  46 05 40.86072(N)    118 17 16.50043(W)     ADJUSTED  
 AC5517* NAVD 88     -       354.96   (meters)    1164.6    (feet)  GPS OBS   
 AC5517  ___________________________________________________________________
 AC5517  X           -  -2,099,850.412 (meters)                     COMP
 AC5517  Y           -  -3,901,816.487 (meters)                     COMP
 AC5517  Z           -   4,572,793.047 (meters)                     COMP
 AC5517  LAPLACE CORR-          11.32  (seconds)                    DEFLEC99
 AC5517  ELLIP HEIGHT-         334.47  (meters)          (07/02/01) GPS OBS
 AC5517  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 AC5517
 AC5517  HORZ ORDER  -  FIRST
 AC5517  ELLP ORDER  -  THIRD     CLASS II
 AC5517
 AC5517.This mark is at Walla Walla Regional Airport (ALW)
 AC5517
 AC5517.The horizontal coordinates were established by GPS observations
 AC5517.and adjusted by the National Geodetic Survey in July 2001..
 AC5517.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5517.DATUM ITEM on the data sheet items page.
 AC5517
 AC5517.The orthometric height was determined by GPS observations and a
 AC5517.high-resolution geoid model.
 AC5517
 AC5517.GPS derived orthometric heights for airport stations designated as
 AC5517.PACS or SACS are published to 2 decimal places.  This maintains
 AC5517.centimeter relative accuracy between the PACS and SACS.  It does
 AC5517.not indicate centimeter accuracy relative to other marks which are
 AC5517.part of the NAVD 88 network.
 AC5517
 AC5517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5517
 AC5517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5517
 AC5517.The ellipsoidal height was determined by GPS observations
 AC5517.and is referenced to NAD 83.
 AC5517
 AC5517.The geoid height was determined by GEOID03.
 AC5517
 AC5517;                    North         East     Units Scale Factor Converg.
 AC5517;SPC WA S     -    87,022.339   671,031.942   MT  0.99995100   +1 36 24.7
 AC5517;SPC WA S     -   285,505.79  2,201,543.96   sFT  0.99995100   +1 36 24.7
 AC5517;UTM  11      - 5,105,373.809   400,444.172   MT  0.99972184   -0 55 40.8
 AC5517
 AC5517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5517!SPC WA S     -   0.99994757  x   0.99995100  =   0.99989857
 AC5517!UTM  11      -   0.99994757  x   0.99972184  =   0.99966942
 AC5517
 AC5517                          SUPERSEDED SURVEY CONTROL
 AC5517
 AC5517  NAD 83(1998)-  46 05 40.86076(N)    118 17 16.50065(W) AD(       ) 1
 AC5517  ELLIP H (07/23/97)  334.50   (m)                       GP(       ) 3 1
 AC5517
 AC5517.Superseded values are not recommended for survey control.
 AC5517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5517.See file dsdata.txt to determine how the superseded data were derived.
 AC5517
 AC5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0044405374(NAD 83)
 AC5517_MARKER: DD = SURVEY DISK
 AC5517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5517_STAMPING: ALW D 1993
 AC5517_MARK LOGO: NOS   
 AC5517_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5517+STABILITY: SURFACE MOTION
 AC5517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5517+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 AC5517
 AC5517  HISTORY     - Date     Condition        Report By
 AC5517  HISTORY     - 1993     MONUMENTED       NOS
 AC5517  HISTORY     - 19960721 GOOD             CHANCE
 AC5517  HISTORY     - 19970829 GOOD             NGS
 AC5517  HISTORY     - 20060510 GOOD             WOOLPT
 AC5517
 AC5517                          STATION DESCRIPTION
 AC5517
 AC5517'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (SWA)
 AC5517'THIS STATION IS LOCATED AT THE WALLA WALLA REGIONAL AIRPORT AT MID
 AC5517'FIELD.  IT IS ON THE CENTERLINE END OF A GRAVEL AND ASPHALT ROAD THAT
 AC5517'RUNS SOUTHWEST OF TAXIWAY C.  202.70 FT (61.78 M) SW OF THE CENTERLINE
 AC5517'OF THE TAXIWAY, 6.40 FT (1.95 M) SE OF THE CENTER OF A MANHOLE DRAIN
 AC5517'COVER.  THE STATION IS STAMPED ALW D 1993 MOUNTED WITH SIX 80 POUND
 AC5517'BAGS OF CONCRETE 0.3 FT (9.1 CM) BELOW THE SURFACE.
 AC5517
 AC5517                          STATION RECOVERY (1996)
 AC5517
 AC5517'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5517'STATION IS LOCATED ABOUT 13 MILES (20.9 KM) SOUTHWEST OF WAITSBURG, 6
 AC5517'MILES (9.7 KM) NORTH OF THE OREGON - WASHINGTON STATE LINE, IN
 AC5517'NORTHEAST WALLA WALLA AT THE WALLA WALLA REGIONAL AIRPORT, LARRY ADAMS
 AC5517'- AIRPORT MANAGER, PHONE 509-529-0843  TO REACH THE STATION FRON THE
 AC5517'JUNCTION OF US HIGHWAY 12 AND -A- STREET IN WALLA WALLA, PROCEED NORTH
 AC5517'AND WEST ON -A- STREET 0.65 MILES (1.05 KM) TO DOUGLAS STREET, TURN
 AC5517'LEFT AND PROCEED WEST ON DOUGLAS STREET TO A GATE ON THE NORTH SIDE OF
 AC5517'THE FIRE STATION, OBTAIN PERMISSION, PASS THROUGH THE GATE AND PROCEED
 AC5517'WEST ON THE RAMP 0.1 MILES (0.2 KM) TO TAXIWAY A, TURN LEFT AND
 AC5517'PROCEED SOUTHWEST ON TAXIWAY A 0.1 MILES (0.2 KM) TO THE JUNCTION WITH
 AC5517'TAXIWAY C, TURN RIGHT AND PROCEED NORTHWEST ON TAXIWAY C 0.35 MILES
 AC5517'(0.56 KM) TO A SMALL DIRT TRACK ON THE LEFT LEADING INTO A CULTIVATED
 AC5517'FIELD, TURN LEFT AND PROCEED SOUTH 0.05 MILES (0.08 KM) TO THE STATION
 AC5517'IN THE CENTER OF THE DIRT TRACK NEAR A DRAIN INLET  THE STATION IS A
 AC5517'STANDARD NATIONAL OCEAN SERVICE SURVEY MARKER DISK SET IN THE TOP OF A
 AC5517'ROUND CONCRETE MONUMENT, RECESSED APPROXIMATELY 7 CM BELOW THE
 AC5517'SURFACE.  THE STATION IS LOCATED 61.85 M (202.92 FT) SOUTH OF THE
 AC5517'CENTERLINE OF TAXIWAY C, 0.7 M (2.3 FT) WEST OF THE CENTERLINE OF THE
 AC5517'FIELD ACCESS ROAD, 1.9 M (6.2 FT) EAST OF THE CENTER OF THE DRAIN
 AC5517'INLET, 48.7 M (159.8 FT) NORTH OF THE CENTER OF THE SOUTHERN DRAIN
 AC5517'INLET, 77.05 M (252.79 FT) NORTHEAST OF A DRAIN INLET TO THE SOUTHWEST
 AC5517'THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AC5517'(SACS) - WASHINGTON ANA SURVEYS 1996
 AC5517
 AC5517                          STATION RECOVERY (1997)
 AC5517
 AC5517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AC5517'RECOVERED AS DESCRIBED--THE STATION IS DESIGNATED AS A SECONDARY
 AC5517'AIRPORT CONTROL STATION (SACS)
 AC5517
 AC5517                          STATION RECOVERY (2006)
 AC5517
 AC5517'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (BAJ)
 AC5517'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AD9559 ***********************************************************************
 AD9559  PACS        -  This is a Primary Airport Control Station.
 AD9559  DESIGNATION -  ALW E
 AD9559  PID         -  AD9559
 AD9559  STATE/COUNTY-  WA/WALLA WALLA
 AD9559  USGS QUAD   -  WALLA WALLA (1978)
 AD9559
 AD9559                         *CURRENT SURVEY CONTROL
 AD9559  ___________________________________________________________________
 AD9559* NAD 83(1998)-  46 05 04.28108(N)    118 17 28.60238(W)     ADJUSTED  
 AD9559* NAVD 88     -       351.87   (meters)    1154.4    (feet)  GPS OBS   
 AD9559  ___________________________________________________________________
 AD9559  X           -  -2,100,463.982 (meters)                     COMP
 AD9559  Y           -  -3,902,407.904 (meters)                     COMP
 AD9559  Z           -   4,572,007.486 (meters)                     COMP
 AD9559  LAPLACE CORR-          11.51  (seconds)                    DEFLEC99
 AD9559  ELLIP HEIGHT-         331.38  (meters)          (07/02/01) GPS OBS
 AD9559  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 AD9559
 AD9559  HORZ ORDER  -  B
 AD9559  ELLP ORDER  -  THIRD     CLASS II
 AD9559
 AD9559.This mark is at Walla Walla Regional Airport (ALW)
 AD9559
 AD9559.The horizontal coordinates were established by GPS observations
 AD9559.and adjusted by the National Geodetic Survey in July 2001..
 AD9559.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9559.DATUM ITEM on the data sheet items page.
 AD9559
 AD9559.The orthometric height was determined by GPS observations and a
 AD9559.high-resolution geoid model.
 AD9559
 AD9559.GPS derived orthometric heights for airport stations designated as
 AD9559.PACS or SACS are published to 2 decimal places.  This maintains
 AD9559.centimeter relative accuracy between the PACS and SACS.  It does
 AD9559.not indicate centimeter accuracy relative to other marks which are
 AD9559.part of the NAVD 88 network.
 AD9559
 AD9559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9559
 AD9559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9559
 AD9559.The ellipsoidal height was determined by GPS observations
 AD9559.and is referenced to NAD 83.
 AD9559
 AD9559.The geoid height was determined by GEOID03.
 AD9559
 AD9559;                    North         East     Units Scale Factor Converg.
 AD9559;SPC WA S     -    85,886.125   670,803.717   MT  0.99995252   +1 36 15.9
 AD9559;SPC WA S     -   281,778.06  2,200,795.19   sFT  0.99995252   +1 36 15.9
 AD9559;UTM  11      - 5,104,249.058   400,165.985   MT  0.99972252   -0 55 49.0
 AD9559
 AD9559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9559!SPC WA S     -   0.99994805  x   0.99995252  =   0.99990058
 AD9559!UTM  11      -   0.99994805  x   0.99972252  =   0.99967059
 AD9559
 AD9559|---------------------------------------------------------------------|
 AD9559| PID    Reference Object                     Distance      Geod. Az  |
 AD9559|                                                           dddmmss.s |
 AD9559| AC5520 AP STA A ALW                        151.407 METERS 22813     |
 AD9559| AC5518 ALW C                                 7.604 METERS 31101     |
 AD9559|---------------------------------------------------------------------|
 AD9559
 AD9559                          SUPERSEDED SURVEY CONTROL
 AD9559
 AD9559  NAD 83(1998)-  46 05 04.28112(N)    118 17 28.60259(W) AD(       ) B
 AD9559  ELLIP H (07/23/97)  331.41   (m)                       GP(       ) 3 1
 AD9559
 AD9559.Superseded values are not recommended for survey control.
 AD9559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9559.See file dsdata.txt to determine how the superseded data were derived.
 AD9559
 AD9559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0016604249(NAD 83)
 AD9559_MARKER: I = METAL ROD
 AD9559_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9559_STAMPING: ALW E 1996
 AD9559_MARK LOGO: NGS   
 AD9559_PROJECTION: FLUSH
 AD9559_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9559+STABILITY: POSITION/ELEVATION WELL
 AD9559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9559+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 AD9559_ROD/PIPE-DEPTH: 6.71 meters
 AD9559_SLEEVE-DEPTH  : 0.9 meters
 AD9559
 AD9559  HISTORY     - Date     Condition        Report By
 AD9559  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9559  HISTORY     - 19970829 GOOD             NGS
 AD9559  HISTORY     - 20060510 GOOD             WOOLPT
 AD9559
 AD9559                          STATION DESCRIPTION
 AD9559
 AD9559'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9559'STATION IS LOCATED ABOUT 13 MILES (20.9 KM) SOUTHWEST OF WAITSBURG, 6
 AD9559'MILES (9.7 KM) NORTH OF THE OREGON - WASHINGTON STATE LINE, IN
 AD9559'NORTHEAST WALLA WALLA AT THE WALLA WALLA REGIONAL AIRPORT, LARRY ADAMS
 AD9559'- AIRPORT MANAGER, PHONE 509-529-0843  TO REACH THE STATION FRON THE
 AD9559'JUNCTION OF US HIGHWAY 12 AND -A- STREET IN WALLA WALLA, PROCEED NORTH
 AD9559'AND WEST ON -A- STREET 0.65 MILES (1.05 KM) TO DOUGLAS STREET, TURN
 AD9559'LEFT AND PROCEED WEST ON DOUGLAS STREET TO A GATE ON THE NORTH SIDE OF
 AD9559'THE FIRE STATION, OBTAIN PERMISSION, PASS THROUGH THE GATE AND PROCEED
 AD9559'WEST ON THE RAMP 0.1 MILES (0.2 KM) TO TAXIWAY A, TURN LEFT AND
 AD9559'PROCEED SOUTHWEST ON TAXIWAY A 0.8 MILES (1.3 KM) TO THE JUNCTION OF
 AD9559'TAXIWAY A AND RUNWAY 2-20 AND THE STATION ON THE RIGHT BETWEEN THE
 AD9559'TAXIWAY AND RUNWAY  THE STATION IS THE TOP CENTER OF A STAINLESS STEEL
 AD9559'ROD DRIVEN TO REFUSAL AT A DEPTH OF 6.7 M (22.0 FT) , RECESSED 10 CM
 AD9559'BELOW GROUND LEVEL IN A 2.5 CM DIA GREASE FILLLED FINNED PLASTIC
 AD9559'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP
 AD9559'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 AD9559'THE SURFACE. THE STATION IS LOCATED 7.65 M (25.10 FT) SOUTHEAST OF
 AD9559'SURVEY MONUMENT ALW C, 40.8 M (133.9 FT) NORTHEAST OF THE 1ST TAXIWAY
 AD9559'LIGHT EAST OF RUNWAY 2-20, 38.6 M (126.6 FT) NORTHWEST OF THE 4TH
 AD9559'TAXIWAY LIGHT EAST OF RUNWAY 2-20, 24.3 M (79.7 FT) NORTH OF THE NORTH
 AD9559'CORNER OF A UTILITY BOX  THE STATION IS DESIGNATED AS A PRIMARY
 AD9559'AIRPORT CONTROL STATION (PACS) - WASHINGTON ANA SURVEYS 1996
 AD9559
 AD9559                          STATION RECOVERY (1997)
 AD9559
 AD9559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AD9559'RECOVERED AS DESCRIBED--THE STATION IS DESIGNATED AS A PRIMARY AIRPORT
 AD9559'CONTROL STATION (PACS)
 AD9559
 AD9559                          STATION RECOVERY (2006)
 AD9559
 AD9559'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (BAJ)
 AD9559'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4902 ***********************************************************************
 SY4902  DESIGNATION -  AM 3 KCS 1970
 SY4902  PID         -  SY4902
 SY4902  STATE/COUNTY-  WA/KING
 SY4902  USGS QUAD   -  EDMONDS EAST (1981)
 SY4902
 SY4902                         *CURRENT SURVEY CONTROL
 SY4902  ___________________________________________________________________
 SY4902* NAD 83(1991)-  47 45 08.65065(N)    122 16 31.27736(W)     ADJUSTED  
 SY4902* NAVD 88     -         6.5    (meters)      21.     (feet)  VERTCON   
 SY4902  ___________________________________________________________________
 SY4902  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 SY4902  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 SY4902
 SY4902  HORZ ORDER  -  THIRD
 SY4902
 SY4902.The horizontal coordinates were established by classical geodetic methods
 SY4902.and adjusted by the National Geodetic Survey in December 1991..
 SY4902
 SY4902.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4902
 SY4902.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4902
 SY4902.The geoid height was determined by GEOID03.
 SY4902
 SY4902;                    North         East     Units Scale Factor Converg.
 SY4902;SPC WA N     -    84,666.466   391,885.119   MT  0.99996249   -1 04 25.0
 SY4902;SPC WA N     -   277,776.56  1,285,709.76   sFT  0.99996249   -1 04 25.0
 SY4902;UTM  10      - 5,289,035.691   554,313.277   MT  0.99963625   +0 32 11.1
 SY4902
 SY4902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4902!SPC WA N     -   1.00000268  x   0.99996249  =   0.99996517
 SY4902!UTM  10      -   1.00000268  x   0.99963625  =   0.99963892
 SY4902
 SY4902:                Primary Azimuth Mark                     Grid Az
 SY4902:SPC WA N     -  KENMORE EPISCOPAL CH CROSS               056 07 18.6
 SY4902:UTM  10      -  KENMORE EPISCOPAL CH CROSS               054 30 42.5
 SY4902
 SY4902|---------------------------------------------------------------------|
 SY4902| PID    Reference Object                     Distance      Geod. Az  |
 SY4902|                                                           dddmmss.s |
 SY4902| SY4899 KENMORE EPISCOPAL CH CROSS          APPROX. 1.5 KM 0550253.6 |
 SY4902| SY4136 NORTH 2                             APPROX. 1.7 KM 1590816.4 |
 SY4902| SY4903 AM 3 KCS 1970 ECC 1970                1.234 METERS 27238     |
 SY4902|---------------------------------------------------------------------|
 SY4902
 SY4902                          SUPERSEDED SURVEY CONTROL
 SY4902
 SY4902  NAD 83(1986)-  47 45 08.64288(N)    122 16 31.28046(W) AD(       ) 3
 SY4902  NAD 27      -  47 45 09.29195(N)    122 16 26.82806(W) AD(       ) 3
 SY4902  NGVD 29 (07/19/86)    5.4    (m)           18.     (f) VERT ANG       
 SY4902
 SY4902.Superseded values are not recommended for survey control.
 SY4902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4902.See file dsdata.txt to determine how the superseded data were derived.
 SY4902
 SY4902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5431389036(NAD 83)
 SY4902_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4902_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY4902_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY4902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4902+STABILITY: SURFACE MOTION
 SY4902
 SY4902  HISTORY     - Date     Condition        Report By
 SY4902  HISTORY     - 1968     MONUMENTED       WA-033
 SY4902  HISTORY     - 1971     GOOD             WA-033
 SY4902  HISTORY     - 1984     GOOD             NOS
 SY4902
 SY4902                          STATION DESCRIPTION
 SY4902
 SY4902'DESCRIBED BY KING COUNTY WASHINGTON 1968 (CCS)
 SY4902'THIS POINT IS LOCATED ON PROPERTY OWNED BY THE LAKE FOREST PARK
 SY4902'BEACH CLUB.  THE LOT IS IMMEDIATELY SOUTH OF THE INTERSECTION OF
 SY4902'BOTHELL WY AND BALLINGER WAY.
 SY4902'
 SY4902'THE POINT IS APPROX. 13.0 FT NW OF A CONC. SEA WALL.
 SY4902'
 SY4902'THE POINT IS 56.4 FT FROM THE SW COR. OF THE L.F.P. CLUB HOUSE.
 SY4902'
 SY4902'THE POINT IS 75.0 FT FROM THE SE COR. OF THE L.F.P. CLUB HOUSE.
 SY4902'
 SY4902'THE POINT IS 123.49 FT FROM TS 17-104 (WSHD ANGLE POINT).
 SY4902'
 SY4902'THE POINT IS 67.4 FT WEST OF THE NORTH END OF A WOODEN DOCK.
 SY4902'
 SY4902'SURFACE MONUMENT--STAND. K.C.S. DISK IN IRON PIPE (WITH CONC.
 SY4902'COLLAR).
 SY4902'
 SY4902'DISK STAMPED--AM-3 1968
 SY4902
 SY4902                          STATION RECOVERY (1971)
 SY4902
 SY4902'RECOVERY NOTE BY KING COUNTY WASHINGTON 1971 (RBM)
 SY4902'LOCATED ALONG THE NORTH SHORE OF LAKE WASHINGTON, IN THE LAKE
 SY4902'FOREST PARK AREA, ABOUT 500 FEET SOUTHEAST OF THE INTERSECTION OF
 SY4902'BOTHELL WAY AND BALLINGER WAY, AT THE LAKE FOREST PARK CIVIC CLUB,
 SY4902'AT 17301 BEACH DRIVE N. E., AND IN THE OPEN LAWN AREA BETWEEN THE
 SY4902'CLUB HOUSE AND THE BOAT LAUNCHING RAMP.
 SY4902'
 SY4902'THE STATION IS A KING COUNTY SURVEY DISK STAMPED AM-3 1968 SET IN
 SY4902'THE TOP OF A CONCRETE MONUMENT, 1 INCH BELOW THE SURFACE OF THE
 SY4902'GROUND, 63.3 FEET SOUTHWEST OF THE EASTERLY ONE OF TWO LAMP POLES,
 SY4902'56-1/2 FEET EAST-SOUTHEAST OF THE SOUTHERLY CORNER OF THE CLUB
 SY4902'HOUSE, 33.5 FEET NORTH OF THE NORTH CORNER OF THE BOAT LAUNCHING
 SY4902'RAMP AND BULKHEAD AND 13 FEET NORTHWEST OF THE BULKHEAD ALONG
 SY4902'THE LAKE SHORE.
 SY4902
 SY4902                          STATION RECOVERY (1984)
 SY4902
 SY4902'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 SY4902'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1245 ***********************************************************************
 SX1245  DESIGNATION -  AMABILIS AIR BEACON
 SX1245  PID         -  SX1245
 SX1245  STATE/COUNTY-  WA/KITTITAS
 SX1245  USGS QUAD   -  STAMPEDE PASS (1989)
 SX1245
 SX1245                         *CURRENT SURVEY CONTROL
 SX1245  ___________________________________________________________________
 SX1245* NAD 83(1991)-  47 17 18.91802(N)    121 15 32.01958(W)     ADJUSTED  
 SX1245* NAVD 88     -                                                        
 SX1245  ___________________________________________________________________
 SX1245  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 SX1245  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 SX1245
 SX1245  HORZ ORDER  -  THIRD
 SX1245
 SX1245.The horizontal coordinates were established by classical geodetic methods
 SX1245.and adjusted by the National Geodetic Survey in December 1991..
 SX1245
 SX1245
 SX1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1245
 SX1245.The geoid height was determined by GEOID03.
 SX1245
 SX1245;                    North         East     Units Scale Factor Converg.
 SX1245;SPC WA S     -   217,611.572   442,594.508   MT  0.99999007   -0 33 04.5
 SX1245;SPC WA S     -   713,947.30  1,452,078.81   sFT  0.99999007   -0 33 04.5
 SX1245;SPC WA N     -    32,175.203   467,806.901   MT  1.00004614   -0 19 00.6
 SX1245;SPC WA N     -   105,561.48  1,534,796.47   sFT  1.00004614   -0 19 00.6
 SX1245;UTM  10      - 5,238,704.718   631,652.550   MT  0.99981301   +1 16 46.2
 SX1245
 SX1245                          SUPERSEDED SURVEY CONTROL
 SX1245
 SX1245  NAD 83(1986)-  47 17 18.92380(N)    121 15 32.02714(W) AD(       ) 4
 SX1245  NAD 27      -  47 17 19.44400(N)    121 15 27.65800(W) AD(       ) 3
 SX1245
 SX1245.Superseded values are not recommended for survey control.
 SX1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1245.See file dsdata.txt to determine how the superseded data were derived.
 SX1245
 SX1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3165338705(NAD 83)
 SX1245
 SX1245  HISTORY     - Date     Condition        Report By
 SX1245  HISTORY     - 1936     MONUMENTED       WAGS
 SX1245
 SX1245                          STATION DESCRIPTION
 SX1245
 SX1245'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1245'STATION IS IN THE W PORTION OF KITTITAS COUNTY, BETWEEN KACHESS
 SX1245'LAKE AND THE YAKIMA RIVER, THE CENTER OF THE STEEL STRUCTURE
 SX1245'SUPPORTING THE AIR BEACON ON THE SUMMIT OF AMABILIS MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1572 ***********************************************************************
 SX1572  DESIGNATION -  AMABILIS MTN BEACON
 SX1572  PID         -  SX1572
 SX1572  STATE/COUNTY-  WA/KITTITAS
 SX1572  USGS QUAD   -  STAMPEDE PASS (1989)
 SX1572
 SX1572                         *CURRENT SURVEY CONTROL
 SX1572  ___________________________________________________________________
 SX1572* NAD 83(1991)-  47 17 18.90636(N)    121 15 32.02567(W)     ADJUSTED  
 SX1572* NAVD 88     -      1389.2    (meters)    4558.     (feet)  VERTCON   
 SX1572  ___________________________________________________________________
 SX1572  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 SX1572  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 SX1572
 SX1572  HORZ ORDER  -  THIRD
 SX1572
 SX1572.The horizontal coordinates were established by classical geodetic methods
 SX1572.and adjusted by the National Geodetic Survey in December 1991..
 SX1572
 SX1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1572
 SX1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1572
 SX1572.The geoid height was determined by GEOID03.
 SX1572
 SX1572;                    North         East     Units Scale Factor Converg.
 SX1572;SPC WA S     -   217,611.213   442,594.377   MT  0.99999007   -0 33 04.5
 SX1572;SPC WA S     -   713,946.12  1,452,078.39   sFT  0.99999007   -0 33 04.5
 SX1572;UTM  10      - 5,238,704.355   631,652.430   MT  0.99981301   +1 16 46.2
 SX1572
 SX1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1572!SPC WA S     -   0.99978534  x   0.99999007  =   0.99977541
 SX1572!UTM  10      -   0.99978534  x   0.99981301  =   0.99959839
 SX1572
 SX1572|---------------------------------------------------------------------|
 SX1572| PID    Reference Object                     Distance      Geod. Az  |
 SX1572|                                                           dddmmss.s |
 SX1572| CS4860 AMABILIS MTN BEACON RM 1              5.617 METERS 18301     |
 SX1572| SX1589 SNOWSHOE BUTTE                      APPROX.10.6 KM 2294125.9 |
 SX1572| CS4859 AMABILIS MTN BEACON RM 2              2.965 METERS 33941     |
 SX1572|---------------------------------------------------------------------|
 SX1572
 SX1572                          SUPERSEDED SURVEY CONTROL
 SX1572
 SX1572  NAD 83(1986)-  47 17 18.92380(N)    121 15 32.02714(W) AD(       ) 3
 SX1572  NGVD 29 (11/26/90) 1388.0    (m)         4554.     (f) VERT ANG       
 SX1572
 SX1572.Superseded values are not recommended for survey control.
 SX1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1572.See file dsdata.txt to determine how the superseded data were derived.
 SX1572
 SX1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3165238704(NAD 83)
 SX1572_MARKER: DD = SURVEY DISK
 SX1572_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SX1572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1572
 SX1572  HISTORY     - Date     Condition        Report By
 SX1572  HISTORY     - 1938     MONUMENTED       USFS
 SX1572  HISTORY     - 1958     GOOD             USGS
 SX1572
 SX1572                          STATION DESCRIPTION
 SX1572
 SX1572'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 SX1572'ONLY INTERSECTED BY NGS IN 1936.
 SX1572'
 SX1572'LOCATED ABOUT 13.0 MI SE. OF SNOQUALMIE PASS, 6.0 MI NW. OF
 SX1572'EASTON, 2.0 MI NE. OF U.S. HWY. 10.  ON LONG HIGH RIDGE.
 SX1572'
 SX1572'REACHED BY HELICOPTER.
 SX1572'
 SX1572'STATION MARK--USFS BRASS DISK STAMPED---AMABILIS MTN BEACON 1938---
 SX1572'IN CEMENT POST CENTERED UNDER AIR BEACON.
 SX1572'
 SX1572'RM 1--STANDARD RM TABLET STAMPED---NO 1 1958---, IN ROCK.
 SX1572'
 SX1572'RM 2--COPPER NAIL AND WASHER IN FRAME OF AIR BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4380 ***********************************************************************
 RD4380  DESIGNATION -  AMBOY
 RD4380  PID         -  RD4380
 RD4380  STATE/COUNTY-  WA/CLARK
 RD4380  USGS QUAD   -  AMBOY (1993)
 RD4380
 RD4380                         *CURRENT SURVEY CONTROL
 RD4380  ___________________________________________________________________
 RD4380* NAD 83(1991)-  45 57 28.87421(N)    122 26 41.19670(W)     ADJUSTED  
 RD4380* NAVD 88     -       614.9    (meters)    2017.     (feet)  VERTCON   
 RD4380  ___________________________________________________________________
 RD4380  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 RD4380  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RD4380
 RD4380  HORZ ORDER  -  THIRD
 RD4380
 RD4380.The horizontal coordinates were established by classical geodetic methods
 RD4380.and adjusted by the National Geodetic Survey in April 1994..
 RD4380
 RD4380.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4380
 RD4380.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4380
 RD4380.The geoid height was determined by GEOID03.
 RD4380
 RD4380;                    North         East     Units Scale Factor Converg.
 RD4380;SPC WA S     -    71,292.598   349,256.465   MT  0.99997406   -1 24 45.6
 RD4380;SPC WA S     -   233,899.13  1,145,852.25   sFT  0.99997406   -1 24 45.6
 RD4380;UTM  10      - 5,089,533.165   543,024.692   MT  0.99962276   +0 23 56.8
 RD4380
 RD4380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4380!SPC WA S     -   0.99990699  x   0.99997406  =   0.99988105
 RD4380!UTM  10      -   0.99990699  x   0.99962276  =   0.99952978
 RD4380
 RD4380                          SUPERSEDED SURVEY CONTROL
 RD4380
 RD4380  NGVD 29 (04/13/94)  613.8    (m)         2014.     (f) VERT ANG       
 RD4380
 RD4380.Superseded values are not recommended for survey control.
 RD4380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4380.See file dsdata.txt to determine how the superseded data were derived.
 RD4380
 RD4380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4302589533(NAD 83)
 RD4380_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD4380_SETTING: 0 = UNSPECIFIED SETTING
 RD4380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4380
 RD4380  HISTORY     - Date     Condition        Report By
 RD4380  HISTORY     - UNK      MONUMENTED
 RD4380  HISTORY     - 1953     GOOD             USGS
 RD4380
 RD4380                          STATION DESCRIPTION
 RD4380
 RD4380'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 RD4380'RECOVERED AS DESCRIBED.  NEW DESCRIPTION FOLLOWS.
 RD4380'
 RD4380'LOCATED 3.6 MI SW. OF YALE SCHOOL, 3.2 MI N. OF AMBOY.  ON HEAVILY
 RD4380'WOODED HILL ON SOUTH SIDE OF LAKE MERWIN.
 RD4380'
 RD4380'TO REACH FROM AMBOY, DRIVE 0.5 MI N. ON PAVED RD. TO T-RD.  TURN
 RD4380'RIGHT FOLLOWING GRAVEL RD. 0.2 MI.  TURN LEFT FOLLOWING GRAVEL RD.
 RD4380'3.0 MI.  TURN LEFT ON TRACK RD. AT POWER LINE 0.6 MI TO RD. FORKS.
 RD4380'TAKE LEFT FORK 0.1 MI TO END OF TRUCK TRAVEL.  PACK S. AND W.
 RD4380'ABOUT 0.3 MI TO TOP OF WOODEN HILL AND STATION 40 FT SE. OF
 RD4380'HIGHEST POINT OF TOP.
 RD4380'
 RD4380'STATION MARK--USE DISK, UNSTAMPED, IN TOP OF 6-INCH CONCRETE
 RD4380'POST.
 RD4380'
 RD4380'RM 1--USE DISK, UNSTAMPED, IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1683 ***********************************************************************
 SY1683  DESIGNATION -  AMELIA
 SY1683  PID         -  SY1683
 SY1683  STATE/COUNTY-  WA/MASON
 SY1683  USGS QUAD   -  UNION (1985)
 SY1683
 SY1683                         *CURRENT SURVEY CONTROL
 SY1683  ___________________________________________________________________
 SY1683* NAD 83(1991)-  47 19 57.69280(N)    123 05 32.67629(W)     ADJUSTED  
 SY1683* NAVD 88     -       170.4    (meters)     559.     (feet)  VERTCON   
 SY1683  ___________________________________________________________________
 SY1683  LAPLACE CORR-          -7.52  (seconds)                    DEFLEC99
 SY1683  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SY1683
 SY1683  HORZ ORDER  -  SECOND
 SY1683
 SY1683.The horizontal coordinates were established by classical geodetic methods
 SY1683.and adjusted by the National Geodetic Survey in December 1991..
 SY1683
 SY1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1683
 SY1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1683
 SY1683.The geoid height was determined by GEOID03.
 SY1683
 SY1683;                    North         East     Units Scale Factor Converg.
 SY1683;SPC WA S     -   225,458.411   304,094.199   MT  0.99999985   -1 52 59.2
 SY1683;SPC WA S     -   739,691.47    997,682.38   sFT  0.99999985   -1 52 59.2
 SY1683;UTM  10      - 5,242,140.234   493,018.200   MT  0.99960060   -0 04 04.6
 SY1683
 SY1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1683!SPC WA S     -   0.99997669  x   0.99999985  =   0.99997654
 SY1683!UTM  10      -   0.99997669  x   0.99960060  =   0.99957730
 SY1683
 SY1683|---------------------------------------------------------------------|
 SY1683| PID    Reference Object                     Distance      Geod. Az  |
 SY1683|                                                           dddmmss.s |
 SY1683| SY1688 AMELIA RM 3                          25.633 METERS 13442     |
 SY1683| DD9317 AMELIA RM 1                          25.627 METERS 13447     |
 SY1683| AH6922 AMELIA RM 2                          21.206 METERS 24025     |
 SY1683| SY1822 SOUTH MTN RESET                     APPROX.21.3 KM 2640535.2 |
 SY1683| SY1689 AMELIA 2                             23.492 METERS 26406     |
 SY1683| DD9316 AMELIA AZ MK                                       3383131.1 |
 SY1683|---------------------------------------------------------------------|
 SY1683
 SY1683                          SUPERSEDED SURVEY CONTROL
 SY1683
 SY1683  NAD 83(1986)-  47 19 57.69039(N)    123 05 32.68554(W) AD(       ) 2
 SY1683  NAD 27      -  47 19 58.35000(N)    123 05 28.13400(W) AD(       ) 2
 SY1683  NGVD 29 (07/19/86)  169.3    (m)          555.     (f) VERT ANG       
 SY1683
 SY1683.Superseded values are not recommended for survey control.
 SY1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1683.See file dsdata.txt to determine how the superseded data were derived.
 SY1683
 SY1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9301842140(NAD 83)
 SY1683_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1683
 SY1683  HISTORY     - Date     Condition        Report By
 SY1683  HISTORY     - 1954     MONUMENTED       CGS
 SY1683  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1683  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY1683  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY1683  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY1683
 SY1683                          STATION DESCRIPTION
 SY1683
 SY1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY1683'STATION IS LOCATED ON THE SUMMIT OF A PINE COVERED RIDGE WHICH LIES
 SY1683'2.25 MILES EAST OF THE SOUTHWEST CORNER OF HOOD CANAL, 7.25 MILES
 SY1683'NORTH OF SHELTON, 2.0 MILES NORTH OF AMELIA, 2.0 MILES
 SY1683'SOUTH-SOUTHEAST OF UNION AND 0.2 MILE SOUTH OF THE TACOMA
 SY1683'TRANSMISSION LINE.
 SY1683'
 SY1683'TO REACH FROM THE BOAT DOCK AND ASSOCIATED GAS STATION IN THE
 SY1683'VILLAGE OF UNION, ON HOOD CANAL, DRIVE SOUTH, UP HILL, ON THE ROAD
 SY1683'LEADING TO AMELIA FOR 0.1 MILE TO FORK.  KEEP LEFT FORK AND DRIVE
 SY1683'EAST AND SOUTH FOR 0.95 MILE TO FORKS.  KEEP RIGHT FORK AND DRIVE
 SY1683'UP HILL FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 SY1683'STRAIGHT AHEAD FOR 0.05 MILE TO TRANSMISSION LINE AND CROSS
 SY1683'ROAD.  KEEP STRAIGHT AHEAD FOR 0.2 MILE TO THE STATION ON THE
 SY1683'LEFT SIDE OF ROAD.
 SY1683'
 SY1683'ALL SURFACE MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 SY1683'POSTS WHICH ARE 10 INCHES SQUARE AND PROJECT ABOUT 6 INCHES ABOVE
 SY1683'THE GROUND SURFACE.
 SY1683'
 SY1683'STATION MARK, STAMPED AMELIA 1954, IS 7.7 FEET NORTH OF A STANDARD
 SY1683'WITNESS POST AND 29 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 SY1683'
 SY1683'UNDERGROUND STATION MARK, STAMPED AMELIA 1954, IS SET IN THE CENTER
 SY1683'OF A MASS OF CONCRETE ABOUT 36 INCHES BELOW THE SURFACE OF THE
 SY1683'GROUND, ITS CENTER BEING PLUMB WITH THE CENTER OF THE SURFACE MARK.
 SY1683'
 SY1683'REFERENCE MARK 1, STAMPED AMELIA NO 1 1954, IS ABOUT 75 FEET NORTH
 SY1683'OF THE CENTERLINE OF THE ROAD AND 12 INCHES LOWER IN ELEVATION THAN
 SY1683'THE STATION MARK.
 SY1683'
 SY1683'REFERENCE MARK 2, STAMPED AMELIA NO 2 1954, IS 39 FEET SOUTH OF
 SY1683'THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF THE BASE OF A SMALL
 SY1683'FIR TREE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 SY1683'
 SY1683'AZIMUTH MARK, STAMPED AMELIA 1954, IS 3.9 FEET EAST OF A STANDARD
 SY1683'WITNESS POST, 8 FEET EAST OF THE EDGE OF A CUT-BANK WHICH IS ABOUT
 SY1683'6 FEET HIGH AND 25 FEET EAST OF THE CENTERLINE OF THE ROAD.
 SY1683'
 SY1683'OBSERVATIONS WERE MADE FROM THE TOP OF A 103-FOOT STEEL TOWER.
 SY1683
 SY1683                          STATION RECOVERY (1967)
 SY1683
 SY1683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1683'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 SY1683'GOOD CONDITION AS DESCRIBED EXCEPT THE STATION IS 29 FEET EAST OF
 SY1683'THE CENTERLINE OF THE ROAD.  REFERENCE MARK 1 IS 45 FEET EAST OF
 SY1683'THE CENTERLINE OF THE ROAD AND REFERENCE MARK 2 IS 39 FEET WEST OF
 SY1683'THE CENTERLINE OF THE ROAD.
 SY1683
 SY1683                          STATION RECOVERY (1971)
 SY1683
 SY1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 SY1683'THE STATION, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE RECOVERED
 SY1683'IN GOOD CONDITION.  A BROKEN CONCRETE MONUMENT WAS FOUND AT THE
 SY1683'DESCRIBED LOCATION FOR REFERENCE MARK 1.
 SY1683'
 SY1683'A STEEL WITNESS POST WAS SET 2.2 FEET NORTH OF THE STATION.
 SY1683'
 SY1683'THE AZIMUTH MARK WAS IN THE CONSTRUCTION AREA OF A HIGHWAY
 SY1683'REALIGNMENT PROJECT AND WAS DESTROYED AT THIS TIME AS A SUITABLE
 SY1683'SITE FOR ITS RESETTING WAS NOT AVAILABLE, DUE TO THE SURROUNDING
 SY1683'SECOND GROWTH TIMBER.
 SY1683'
 SY1683'ONLY THE STATION AND REFERENCE MARK 2 REMAIN AT THIS DATE.
 SY1683'
 SY1683'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1683'1-1/2 MILES NNW OF UNION.
 SY1683
 SY1683                          STATION RECOVERY (1973)
 SY1683
 SY1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SY1683'THE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD
 SY1683'CONDITION, ALTHOUGH THE MEASUREMENT TO REFERENCE MARK NO. 2
 SY1683'MEASURES 0.033 METER SHORTER THAN THE 1954 MEASUREMENT.  CAREFUL
 SY1683'EXAMINATION REVEALED THE TOP OF THE MARK WAS TILTED SLIGHTLY
 SY1683'TOWARD THE STATION, BUT OTHERWISE SHOWS NO SIGNS OF BEING
 SY1683'DISTURBED.  REFERENCE MARK NO. 1 WAS FOUND WITH THE TOP OF THE
 SY1683'MARK AND DISK GONE.  A NEW DISK WAS SET IN THE CONCRETE POST.  THE
 SY1683'AZIMUTH MARK WAS NOT FOUND.
 SY1683'
 SY1683'THE STATION IS ABOUT 7-1/2 MILES NORTH OF SHELTON, 2 MILES NORTH OF
 SY1683'AMELIA, 2 MILES SOUTH-SOUTHEAST OF UNION, 0.15 MILE SOUTH OF
 SY1683'MANZANITA ROAD AND ON THE NORTHEAST SIDE OF MC REAVEY ROAD.
 SY1683'
 SY1683'REACHED FROM THE INTERSECTION OF ALDER AND FIRST STREETS AT THE
 SY1683'NORTH END OF THE BUSINESS DISTRICT IN SHELTON, BY GOING WEST ON
 SY1683'ALDER STREET (U.S. HIGHWAY 101) FOR 0.9 MILE TO A Y, KEEP RIGHT ON
 SY1683'B STREET FOR 0.15 MILE, KEEP LEFT ON 13TH STREET, WHICH BECOMES
 SY1683'BROCKDALE ROAD, AND GO 1.8 MILES TO A CROSSROAD, (ISLAND LAKE
 SY1683'ROAD), CONTINUE NORTHERLY ON BROCKDALE ROAD FOR 2.55 MILES TO MC
 SY1683'REAVEY ROAD, TURN RIGHT AND GO 4.65 MILES TO THE SUMMIT OF A
 SY1683'HILL AND THE STATION ON THE RIGHT, 0.15 MILE SOUTH OF THE
 SY1683'JUNCTION WITH MANZANITA ROAD.
 SY1683'
 SY1683'THE STATION MARK, STAMPED AMELIA 1954, IS A STANDARD DISK SET IN
 SY1683'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 29 FEET
 SY1683'NORTHEAST OF THE CENTER OF THE ROAD, 24 FEET SOUTH OF A 6-INCH
 SY1683'MAGNOLIA TREE AND 2.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 SY1683'
 SY1683'REFERENCE MARK NO. 2, STAMPED AMELIA 1954 NO 2, IS A STANDARD
 SY1683'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 SY1683'40 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 3.5 FEET NORTHEAST OF
 SY1683'THE CENTER OF AN 18-INCH DIAMETER, 1-FOOT HIGH STUMP AND ABOUT 6
 SY1683'INCHES HIGHER THAN THE ROAD.
 SY1683'
 SY1683'REFERENCE MARK NO. 3, STAMPED AMELIA 1954 NO 3 1973, IS A STANDARD
 SY1683'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND, 80 FEET
 SY1683'NORTH-NORTHEAST OF THE WESTERN ONE OF TWO 14-INCH FIR TREES GROWING
 SY1683'5 FEET APART.  AND 49 FEET NORTHEAST OF THE CENTER OF THE ROAD.
 SY1683'
 SY1683'THE AZIMUTH MARK WAS NOT FOUND, AND WAS PROBABLY DESTROYED BY
 SY1683'ROAD CONSTRUCTION.  IF PERMISSION CAN BE OBTAINED TO CLEAR THE LINE
 SY1683'TO DOW 1954 1972, A NEW MARK WILL BE ESTABLISHED AT A LATER DATE.
 SY1683'
 SY1683'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1683'2 MILES SOUTH-SOUTHEAST OF UNION.
 SY1683
 SY1683                          STATION RECOVERY (1976)
 SY1683
 SY1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SY1683'THE STATION MARK AND REFERENCE MARKS NO. 2 AND NO. 3 WERE RECOVERED
 SY1683'IN GOOD CONDITION.  DISTANCE TO REFERENCE MARK NO. 3 MEASURES
 SY1683'0.013 METER LONGER THAN THE 1973 MEASUREMENT.  THE AZIMUTH MARK WAS
 SY1683'DESTROYED ABOUT 5 YEARS AGO BY ROAD CONSTRUCTION, AND ROAD
 SY1683'CONSTRUCTION WILL DESTROY THE STATION MARK IN THE NEAR FUTURE.  A
 SY1683'NEW STATION MARK, AMELIA 2, REFERENCE MARK NO. 4 AND AN AZIMUTH
 SY1683'MARK WERE ESTABLISHED.  THE NEW AZIMUTH MARK IS NOT VISIBLE
 SY1683'FROM AMELIA 1954.  ROAD PLANS SHOW A CUT BETWEEN 4 AND 5 FEET
 SY1683'DEEP AT THE OLD STATION SITE, WHICH WILL DESTROY BOTH THE
 SY1683'SURFACE AND UNDERGROUND MARK.
 SY1683'
 SY1683'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1683'2 MILES SOUTH-SOUTHEAST OF UNION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1689 ***********************************************************************
 SY1689  DESIGNATION -  AMELIA 2
 SY1689  PID         -  SY1689
 SY1689  STATE/COUNTY-  WA/MASON
 SY1689  USGS QUAD   -  UNION (1985)
 SY1689
 SY1689                         *CURRENT SURVEY CONTROL
 SY1689  ___________________________________________________________________
 SY1689* NAD 83(1991)-  47 19 57.61469(N)    123 05 33.78928(W)     ADJUSTED  
 SY1689* NAVD 88     -       170.0    (meters)     558.     (feet)  VERTCON   
 SY1689  ___________________________________________________________________
 SY1689  LAPLACE CORR-          -7.50  (seconds)                    DEFLEC99
 SY1689  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SY1689
 SY1689  HORZ ORDER  -  THIRD
 SY1689
 SY1689.The horizontal coordinates were established by classical geodetic methods
 SY1689.and adjusted by the National Geodetic Survey in December 1991..
 SY1689.No horizontal observational check was made to the station.
 SY1689
 SY1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1689
 SY1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1689
 SY1689.The geoid height was determined by GEOID03.
 SY1689
 SY1689;                    North         East     Units Scale Factor Converg.
 SY1689;SPC WA S     -   225,456.768   304,070.765   MT  0.99999985   -1 53 00.0
 SY1689;SPC WA S     -   739,686.08    997,605.50   sFT  0.99999985   -1 53 00.0
 SY1689;UTM  10      - 5,242,137.850   492,994.839   MT  0.99960060   -0 04 05.4
 SY1689
 SY1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1689!SPC WA S     -   0.99997676  x   0.99999985  =   0.99997661
 SY1689!UTM  10      -   0.99997676  x   0.99960060  =   0.99957736
 SY1689
 SY1689|---------------------------------------------------------------------|
 SY1689| PID    Reference Object                     Distance      Geod. Az  |
 SY1689|                                                           dddmmss.s |
 SY1689| SY1683 AMELIA                               23.492 METERS 08406     |
 SY1689| SY1688 AMELIA RM 3                          44.421 METERS 11035     |
 SY1689| AH6922 AMELIA RM 2                           9.448 METERS 14832     |
 SY1689| AH6923 AMELIA 2 RM 4                         6.477 METERS 26822     |
 SY1689| SY1690 AMELIA 2 AZ MK                      345.937 METERS 34220     |
 SY1689|---------------------------------------------------------------------|
 SY1689
 SY1689                          SUPERSEDED SURVEY CONTROL
 SY1689
 SY1689  NAD 83(1986)-  47 19 57.61226(N)    123 05 33.79870(W) AD(       ) 3
 SY1689  NAD 27      -  47 19 58.27190(N)    123 05 29.24696(W) AD(       ) 3
 SY1689  NGVD 29 (07/19/86)  168.9    (m)          554.     (f) VERT ANG       
 SY1689
 SY1689.Superseded values are not recommended for survey control.
 SY1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1689.See file dsdata.txt to determine how the superseded data were derived.
 SY1689
 SY1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9299542138(NAD 83)
 SY1689_MARKER: DS = TRIANGULATION STATION DISK
 SY1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY1689_STAMPING: AMELIA 2 1976
 SY1689_MARK LOGO: NGS   
 SY1689_PROJECTION: FLUSH
 SY1689_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1689+STABILITY: SURFACE MOTION
 SY1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1689+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1983
 SY1689
 SY1689  HISTORY     - Date     Condition        Report By
 SY1689  HISTORY     - 1976     MONUMENTED       NGS
 SY1689  HISTORY     - 19831013 GOOD             NGS
 SY1689
 SY1689                          STATION DESCRIPTION
 SY1689
 SY1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SY1689'THIS STATION WAS ESTABLISHED TO REPLACE AMELIA 1954, WHICH WILL BE
 SY1689'DESTROYED BY ROAD CONSTRUCTION.
 SY1689'
 SY1689'THE STATION IS ABOUT 7-1/2 MILES NORTH OF SHELTON, 2 MILES NORTH
 SY1689'OF AMELIA, 2 MILES SOUTH-SOUTHEAST OF UNION, 0.15 MILE SOUTH OF
 SY1689'MANZANITA ROAD AND ON THE SOUTHWEST SIDE OF MC REAVEY ROAD.
 SY1689'
 SY1689'REACHED FROM THE INTERSECTION OF ALDER AND FIRST STREETS AT THE
 SY1689'NORTH END OF THE BUSINESS DISTRICT IN SHELTON, BY GOING WEST ON
 SY1689'ALDER STREET (U.S. HIGHWAY 101) FOR 0.9 MILE TO A Y, KEEP RIGHT
 SY1689'ON B STREET FOR 0.15 MILE, KEEP LEFT ON 13TH STREET, WHICH BECOMES
 SY1689'BROCKDALE ROAD, AND GO 1.8 MILES TO A CROSSROAD, (ISLAND LAKE
 SY1689'ROAD), CONTINUE NORTHERLY ON BROCKDALE ROAD FOR 2.55 MILES TO MC
 SY1689'REAVEY ROAD, TURN RIGHT AND GO 4.65 MILES TO THE SUMMIT OF A
 SY1689'HILL AND THE STATION ON THE LEFT, 0.15 MILE SOUTH OF THE JUNCTION
 SY1689'WITH MANZANITA ROAD.
 SY1689'
 SY1689'THE STATION MARK, STAMPED AMELIA 2 1976, IS A STANDARD DISK SET
 SY1689'IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS ON THE
 SY1689'NORTHERN PART OF THE SUMMIT, 76.3 FEET EAST OF A 14-INCH DIAMETER,
 SY1689'DEAD TREE, 44.7 FEET WEST OF THE CENTERLINE OF THE NEW ROAD AND
 SY1689'1.5 FEET EAST OF A METAL WITNESS POST.
 SY1689'
 SY1689'REFERENCE MARK NO. 2, STAMPED AMELIA 1954 NO 2, IS A STANDARD DISK
 SY1689'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 46.5
 SY1689'FEET WEST OF THE CENTER OF THE NEW ROAD AND 3.5 FEET EAST OF THE
 SY1689'CENTER OF AN 18-INCH DIAMETER STUMP WHICH PROJECTS 1 FOOT.
 SY1689'
 SY1689'REFERENCE MARK NO. 3, STAMPED AMELIA 1954 NO 3 1973, IS A STANDARD
 SY1689'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND, 55
 SY1689'FEET EAST OF THE CENTER OF THE NEW ROAD.
 SY1689'
 SY1689'REFERENCE MARK NO. 4, STAMPED AMELIA 2 NO 4 1976, IS A STANDARD
 SY1689'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 SY1689'64 FEET WEST OF THE CENTER OF THE NEW ROAD AND 55 FEET EAST OF THE
 SY1689'14-INCH DIAMETER DEAD TREE.
 SY1689
 SY1689                          STATION RECOVERY (1983)
 SY1689
 SY1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAW)
 SY1689'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) NORTH OF SHELTON, 3.2 KM
 SY1689'(2.00 MI) NORTH OF AMELIA, 3.2 KM (2.00 MI) SOUTH-SOUTHEAST OF UNION,
 SY1689'0.3 KM (0.20 MI) SOUTH OF A DOUBLE TRANSMISSION LINE AND ON ROAD
 SY1689'RIGHT-OF-WAY. TO REACH FROM THE POST OFFICE IN SHELTON, GO EAST FOR
 SY1689'0.16 KM (0.10 MI) TO THE JUNCTION OF STATE ROUTE 3.  TURN LEFT AND GO
 SY1689'NORTHERLY ON STATE ROUTE 3 FOR 0.48 KM (0.30 MI) TO THE INTERSECTION
 SY1689'OF ALDER STREET.  TURN LEFT AND GO WESTERLY FOR 1.45 KM (0.90 MI) TO A
 SY1689'FORK.  TAKE THE RIGHT FORK AND GO NORTHERLY ON B STREET FOR 0.16 KM
 SY1689'(0.10 MI) THENCE LEFT ON 13TH STREET FOR 6.76 KM (4.20 MI) TO A SIDE
 SY1689'ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON MCREAVEY ROAD FOR 7.4 KM
 SY1689'(4.60 MI) TO THE TOP OF THE GRADE, A POLE ANTENNA ON THE RIGHT AND THE
 SY1689'STATION ON THE LEFT. THE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 SY1689'MONUMENT THAT IS 0.30 M (0.98 FT) IN DIAMETER AND IS FLUSH WITH THE
 SY1689'GROUND SURFACE.  IT IS 9.451 M (31.007 FT) NORTHWEST OF REFERENCE MARK
 SY1689'2, 6.479 M (21.257 FT) EAST OF REFERENCE MARK 4, 13.4 M (44.0 FT) WEST
 SY1689'OF THE CENTER OF THE ROAD AND 0.5 M (1.6 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1690 ***********************************************************************
 SY1690  DESIGNATION -  AMELIA 2 AZ MK
 SY1690  PID         -  SY1690
 SY1690  STATE/COUNTY-  WA/MASON
 SY1690  USGS QUAD   -  UNION (1985)
 SY1690
 SY1690                         *CURRENT SURVEY CONTROL
 SY1690  ___________________________________________________________________
 SY1690* NAD 83(1991)-  47 20 08.28769(N)    123 05 38.79164(W)     ADJUSTED  
 SY1690* NAVD 88     -       159.8    (meters)     524.     (feet)  VERTCON   
 SY1690  ___________________________________________________________________
 SY1690  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 SY1690  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SY1690
 SY1690  HORZ ORDER  -  THIRD
 SY1690
 SY1690.The horizontal coordinates were established by classical geodetic methods
 SY1690.and adjusted by the National Geodetic Survey in December 1991..
 SY1690.No horizontal observational check was made to the station.
 SY1690
 SY1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1690
 SY1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1690
 SY1690.The geoid height was determined by GEOID03.
 SY1690
 SY1690;                    North         East     Units Scale Factor Converg.
 SY1690;SPC WA S     -   225,789.653   303,976.634   MT  1.00000053   -1 53 03.7
 SY1690;SPC WA S     -   740,778.22    997,296.67   sFT  1.00000053   -1 53 03.7
 SY1690;UTM  10      - 5,242,467.454   492,890.253   MT  0.99960062   -0 04 09.1
 SY1690
 SY1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1690!SPC WA S     -   0.99997835  x   1.00000053  =   0.99997888
 SY1690!UTM  10      -   0.99997835  x   0.99960062  =   0.99957898
 SY1690
 SY1690                          SUPERSEDED SURVEY CONTROL
 SY1690
 SY1690  NAD 83(1986)-  47 20 08.28526(N)    123 05 38.80108(W) AD(       ) 3
 SY1690  NAD 27      -  47 20 08.94500(N)    123 05 34.24889(W) AD(       ) 3
 SY1690  NGVD 29 (07/19/86)  158.7    (m)          521.     (f) VERT ANG       
 SY1690
 SY1690.Superseded values are not recommended for survey control.
 SY1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1690.See file dsdata.txt to determine how the superseded data were derived.
 SY1690
 SY1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9289042467(NAD 83)
 SY1690_MARKER: DZ = AZIMUTH MARK DISK
 SY1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1690_STAMPING: AMELIA 2 1976
 SY1690_MARK LOGO: NGS   
 SY1690_PROJECTION: FLUSH
 SY1690_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1690+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1983
 SY1690
 SY1690  HISTORY     - Date     Condition        Report By
 SY1690  HISTORY     - 1976     MONUMENTED       NGS
 SY1690  HISTORY     - 19831013 GOOD             NGS
 SY1690
 SY1690                          STATION DESCRIPTION
 SY1690
 SY1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (DAW)
 SY1690'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) NORTH OF SHELTON, 3.2 KM
 SY1690'(2.00 MI) NORTH OF AMELIA, 3.2 KM (2.00 MI) SOUTH-SOUTHEAST OF UNION,
 SY1690'0.3 KM (0.20 MI) SOUTH OF A DOUBLE TRANSMISSION LINE AND ON ROAD
 SY1690'RIGHT-OF-WAY. TO REACH FROM THE POST OFFICE IN SHELTON, GO EAST FOR
 SY1690'0.16 KM (0.10 MI) TO THE JUNCTION OF STATE ROUTE 3.  TURN LEFT AND GO
 SY1690'NORTHERLY ON STATE ROUTE 3 FOR 0.48 KM (0.30 MI) TO THE INTERSECTION
 SY1690'OF ALDER STREET.  TURN LEFT AND GO WESTERLY FOR 1.45 KM (0.90 MI) TO A
 SY1690'FORK. TAKE THE RIGHT FORK AND GO NORTHERLY ON B STREET FOR 0.16 KM
 SY1690'(0.10 MI) THENCE LEFT ON 13TH STREET FOR 6.76 KM (4.20 MI) TO A SIDE
 SY1690'ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON MCREAVEY ROAD FOR 7.4 KM
 SY1690'(4.60 MI) TO THE TOP OF THE GRADE, A POLE ANTENNA ON THE RIGHT AND
 SY1690'STATION ON THE LEFT.  CONTINUE AHEAD NORTH ON MCREAVEY ROAD FOR 0.24
 SY1690'KM (0.15 MI) TO A SIDE ROAD RIGHT, MANZANITA DRIVE.  CONTINUE AHEAD
 SY1690'NORTH FOR 0.08 KM (0.05 MI) TO THE SECOND DOUBLE POLE POWER LINE AND
 SY1690'THE STAION ON THE RIGHT ON THE CUT BANK. THE MARK IS SET IN THE TOP OF
 SY1690'A ROUND CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT) IN DIAMETER AND IS
 SY1690'FLUSH WITH THE GROUND SURFACE.  IT IS 70 M (229.7 FT) NORTH OF THE
 SY1690'CENTER OF MANZANITA DRIVE, 9.1 M (29.9 FT) EAST OF THE CENTER OF
 SY1690'MCREAVEY ROAD, 4.6 M (15.1 FT) NORTHEAST OF A ROAD SIGN, 2.6 M (8.5
 SY1690'FT) SOUTH OF A WITNESS POST AND 2.1 M (6.9 FT) ABOVE THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1688 ***********************************************************************
 SY1688  DESIGNATION -  AMELIA RM 3
 SY1688  PID         -  SY1688
 SY1688  STATE/COUNTY-  WA/MASON
 SY1688  USGS QUAD   -  UNION (1985)
 SY1688
 SY1688                         *CURRENT SURVEY CONTROL
 SY1688  ___________________________________________________________________
 SY1688* NAD 83(1991)-  47 19 57.10890(N)    123 05 31.80861(W)     ADJUSTED  
 SY1688* NAVD 88     -       169.8    (meters)     557.     (feet)  VERTCON   
 SY1688  ___________________________________________________________________
 SY1688  LAPLACE CORR-          -7.52  (seconds)                    DEFLEC99
 SY1688  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SY1688
 SY1688  HORZ ORDER  -  SECOND
 SY1688
 SY1688.The horizontal coordinates were established by classical geodetic methods
 SY1688.and adjusted by the National Geodetic Survey in December 1991..
 SY1688
 SY1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1688
 SY1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1688
 SY1688.The geoid height was determined by GEOID03.
 SY1688
 SY1688;                    North         East     Units Scale Factor Converg.
 SY1688;SPC WA S     -   225,439.790   304,111.814   MT  0.99999982   -1 52 58.6
 SY1688;SPC WA S     -   739,630.38    997,740.18   sFT  0.99999982   -1 52 58.6
 SY1688;UTM  10      - 5,242,122.187   493,036.388   MT  0.99960060   -0 04 04.0
 SY1688
 SY1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1688!SPC WA S     -   0.99997679  x   0.99999982  =   0.99997661
 SY1688!UTM  10      -   0.99997679  x   0.99960060  =   0.99957740
 SY1688
 SY1688                          SUPERSEDED SURVEY CONTROL
 SY1688
 SY1688  NAD 83(1986)-  47 19 57.10646(N)    123 05 31.81786(W) AD(       ) 2
 SY1688  NAD 27      -  47 19 57.76609(N)    123 05 27.26635(W) AD(       ) 2
 SY1688  NGVD 29 (07/19/86)  168.7    (m)          553.     (f) VERT ANG       
 SY1688
 SY1688.Superseded values are not recommended for survey control.
 SY1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1688.See file dsdata.txt to determine how the superseded data were derived.
 SY1688
 SY1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9303642122(NAD 83)
 SY1688_MARKER: DR = REFERENCE MARK DISK
 SY1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1688_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY1688_STAMPING: AMELIA 1954 NO 3 1973
 SY1688_MARK LOGO: NGS   
 SY1688_PROJECTION: FLUSH
 SY1688_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1688+STABILITY: SURFACE MOTION
 SY1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1688+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1983
 SY1688
 SY1688  HISTORY     - Date     Condition        Report By
 SY1688  HISTORY     - 1976     MONUMENTED       NGS
 SY1688  HISTORY     - 19831013 SEE DESCRIPTION  NGS
 SY1688
 SY1688                          STATION DESCRIPTION
 SY1688
 SY1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 SY1688'THE STATION IS ABOUT 7-1/2 MILES NORTH OF SHELTON, 2 MILES NORTH
 SY1688'OF AMELIA, 2 MILES SOUTH-SOUTHEAST OF UNION, 0.15 MILE SOUTH OF
 SY1688'MANZANITA ROAD AND ON THE SOUTHWEST SIDE OF MC REAVEY ROAD.
 SY1688'
 SY1688'REACHED FROM THE INTERSECTION OF ALDER AND FIRST STREETS AT THE
 SY1688'NORTH END OF THE BUSINESS DISTRICT IN SHELTON, BY GOING WEST ON
 SY1688'ALDER STREET (U.S. HIGHWAY 101) FOR 0.9 MILE TO A Y, KEEP RIGHT
 SY1688'ON B STREET FOR 0.15 MILE, KEEP LEFT ON 13TH STREET, WHICH BECOMES
 SY1688'BROCKDALE ROAD, AND GO 1.8 MILES TO A CROSSROAD, (ISLAND LAKE
 SY1688'ROAD), CONTINUE NORTHERLY ON BROCKDALE ROAD FOR 2.55 MILES TO MC
 SY1688'REAVEY ROAD, TURN RIGHT AND GO 4.65 MILES TO THE SUMMIT OF A
 SY1688'HILL AND THE STATION ON THE LEFT, 0.15 MILE SOUTH OF THE JUNCTION
 SY1688'WITH MANZANITA ROAD.
 SY1688'
 SY1688'REFERENCE MARK NO. 3, STAMPED AMELIA 1954 NO 3 1973, IS A STANDARD
 SY1688'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND, 55
 SY1688'FEET EAST OF THE CENTER OF THE NEW ROAD.
 SY1688
 SY1688                          STATION RECOVERY (1983)
 SY1688
 SY1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAW)
 SY1688'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED AT THIS DATE.  THE AREA
 SY1688'HAS RECENTLY BEEN LOGGED, IT IS POSSIBE THE MARK IS STILL IN PLACE.
 SY1688'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) NORTH OF SHELTON, 3.2 KM
 SY1688'(2.00 MI) NORTH OF AMELIA, 3.2 KM (2.00 MI) SOUTH-SOUTHEAST OF UNION,
 SY1688'0.3 KM (0.20 MI) SOUTH OF A DOUBLE TRANSMISSION LINE AND ON ROAD
 SY1688'RIGHT-OF-WAY. TO REACH FROM THE POST OFFICE IN SHELTON, GO EAST FOR
 SY1688'0.16 KM (0.10 MI) TO THE JUNCTION OF STATE ROUTE 3.  TURN LEFT AND GO
 SY1688'NORTHERLY ON STATE ROUTE 3 FOR 0.48 KM (0.30 MI) TO THE INTERSECTION
 SY1688'OF ALDER STREET.  TURN LEFT AND GO WESTERLY FOR 1.45 KM (0.90 MI) TO A
 SY1688'FORK. TAKE THE RIGHT FORK AND GO NORTHERLY ON B STREET FOR 0.16 KM
 SY1688'(0.10 MI) THENCE LEFT ON 13TH STREET FOR 6.76 KM (4.20 MI) TO A SIDE
 SY1688'ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON MCREAVEY ROAD FOR 7.4 KM
 SY1688'(4.60 MI) TO THE TOP OF THE GRADE, A POLE ANTENNA ON THE RIGHT AND THE
 SY1688'STATION ON THE LEFT. THE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 SY1688'MONUMENT THAT IS 0.30 M (0.98 FT) IN DIAMETER AND IS FLUSH WITH THE
 SY1688'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1131 ***********************************************************************
 SB1131  DESIGNATION -  AMERICAN
 SB1131  PID         -  SB1131
 SB1131  STATE/COUNTY-  WA/YAKIMA
 SB1131  USGS QUAD   -  GOOSE PRAIRIE (1988)
 SB1131
 SB1131                         *CURRENT SURVEY CONTROL
 SB1131  ___________________________________________________________________
 SB1131* NAD 83(1991)-  46 56 22.41262(N)    121 15 54.07001(W)     ADJUSTED  
 SB1131* NAVD 88     -      1974.1    (meters)    6477.     (feet)  VERTCON   
 SB1131  ___________________________________________________________________
 SB1131  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 SB1131  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SB1131
 SB1131  HORZ ORDER  -  THIRD
 SB1131
 SB1131.The horizontal coordinates were established by classical geodetic methods
 SB1131.and adjusted by the National Geodetic Survey in December 1991..
 SB1131
 SB1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1131
 SB1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1131
 SB1131.The geoid height was determined by GEOID03.
 SB1131
 SB1131;                    North         East     Units Scale Factor Converg.
 SB1131;SPC WA S     -   178,816.817   441,754.875   MT  0.99993372   -0 33 20.5
 SB1131;SPC WA S     -   586,668.17  1,449,324.12   sFT  0.99993372   -0 33 20.5
 SB1131;UTM  10      - 5,199,908.547   632,050.230   MT  0.99981432   +1 16 04.1
 SB1131
 SB1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1131!SPC WA S     -   0.99969365  x   0.99993372  =   0.99962739
 SB1131!UTM  10      -   0.99969365  x   0.99981432  =   0.99950803
 SB1131
 SB1131|---------------------------------------------------------------------|
 SB1131| PID    Reference Object                     Distance      Geod. Az  |
 SB1131|                                                           dddmmss.s |
 SB1131| CS4912 AMERICAN LOH                          2.978 METERS 01359     |
 SB1131|---------------------------------------------------------------------|
 SB1131
 SB1131                          SUPERSEDED SURVEY CONTROL
 SB1131
 SB1131  NAD 83(1986)-  46 56 22.41997(N)    121 15 54.06921(W) AD(       ) 3
 SB1131  NGVD 29 (11/26/90) 1972.9    (m)         6473.     (f) VERT ANG       
 SB1131
 SB1131.Superseded values are not recommended for survey control.
 SB1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1131.See file dsdata.txt to determine how the superseded data were derived.
 SB1131
 SB1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS3205099909(NAD 83)
 SB1131_MARKER: DD = SURVEY DISK
 SB1131_SETTING: 0 = UNSPECIFIED SETTING
 SB1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB1131
 SB1131  HISTORY     - Date     Condition        Report By
 SB1131  HISTORY     - 1938     MONUMENTED       USFS
 SB1131  HISTORY     - 1958     GOOD             USGS
 SB1131  HISTORY     - 1961     GOOD             USGS
 SB1131  HISTORY     - 1971     GOOD             USGS
 SB1131
 SB1131                          STATION DESCRIPTION
 SB1131
 SB1131'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 SB1131'RECOVERED AS DESCRIBED BY USFS IN 1938.
 SB1131
 SB1131                          STATION RECOVERY (1961)
 SB1131
 SB1131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SB1131'RECOVERED AS DESCRIBED BY USFS AND USGS.
 SB1131
 SB1131                          STATION RECOVERY (1971)
 SB1131
 SB1131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SB1131'RECOVERED AS DESCRIBED BY USFS AND USGS.  NEW LOCATED FOLLOWS.
 SB1131'
 SB1131'LOCATED ABOUT 9.7 MI W. OF CLIFFDELL, 3 MI N. OF GOOSE PRAIRIE ON
 SB1131'GOAT PEAK ON AMERICAN RIDGE BETWEEN AMERICAN RIVER AND BUMPING
 SB1131'RIVER.  LOH HAS BEEN DESTROYED BY FIRE.
 SB1131'
 SB1131'STATION MARK--U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE DISK
 SB1131'STAMPED---AMERICAN LOH RM 1938---, PROJECTING 1 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4329 ***********************************************************************
 SY4329  DESIGNATION -  AMERICAN CAN CO TANK
 SY4329  PID         -  SY4329
 SY4329  STATE/COUNTY-  WA/KING
 SY4329  USGS QUAD   -  POVERTY BAY (1994)
 SY4329
 SY4329                         *CURRENT SURVEY CONTROL
 SY4329  ___________________________________________________________________
 SY4329* NAD 83(1991)-  47 36 52.23313(N)    122 21 11.77319(W)     ADJUSTED  
 SY4329* NAVD 88     -                                                        
 SY4329  ___________________________________________________________________
 SY4329  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 SY4329  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SY4329
 SY4329  HORZ ORDER  -  THIRD
 SY4329
 SY4329.The horizontal coordinates were established by classical geodetic methods
 SY4329.and adjusted by the National Geodetic Survey in December 1991..
 SY4329
 SY4329
 SY4329.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4329
 SY4329.The geoid height was determined by GEOID03.
 SY4329
 SY4329;                    North         East     Units Scale Factor Converg.
 SY4329;SPC WA N     -    69,450.717   385,741.402   MT  0.99998061   -1 07 53.8
 SY4329;SPC WA N     -   227,856.23  1,265,553.25   sFT  0.99998061   -1 07 53.8
 SY4329;UTM  10      - 5,273,658.574   548,601.332   MT  0.99962903   +0 28 39.7
 SY4329
 SY4329                          SUPERSEDED SURVEY CONTROL
 SY4329
 SY4329  NAD 83(1986)-  47 36 52.22711(N)    122 21 11.77865(W) AD(       ) 4
 SY4329  NAD 27      -  47 36 52.87400(N)    122 21 07.32700(W) AD(       ) 3
 SY4329
 SY4329.Superseded values are not recommended for survey control.
 SY4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4329.See file dsdata.txt to determine how the superseded data were derived.
 SY4329
 SY4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4860173659(NAD 83)
 SY4329
 SY4329  HISTORY     - Date     Condition        Report By
 SY4329  HISTORY     - 1929     MONUMENTED       CGS
 SY4329  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY4329  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4329  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4329  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4329  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY4329
 SY4329                          STATION DESCRIPTION
 SY4329
 SY4329'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RRL)
 SY4329'THIS IS AN ELEVATED WATER TANK ON THE ROOF OF THE BUILDING BELONGING
 SY4329'TO THE AMERICAN CAN COMPANY, LOCATED ON RAILROAD AVENUE AT THE FOOT
 SY4329'OF CEDAR STREET.  THIS IS AN INTERSECTION STATION.
 SY4329
 SY4329                          STATION RECOVERY (1933)
 SY4329
 SY4329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY4329'TANK ON TOP OF THE AMERICAN CAN COMPANY BUILDING, CANCO TANK.
 SY4329
 SY4329                          STATION RECOVERY (1951)
 SY4329
 SY4329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4329'DESCRIBED AS TANK AMERICAN CAN AND IN RECOVERY NOTE AS TANK AMERICAN
 SY4329'CAN COMPANY.  DESCRIPTION ADEQUATE FOR ITS IDENTIFICATION.
 SY4329
 SY4329                          STATION RECOVERY (1963)
 SY4329
 SY4329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4329'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED IN
 SY4329'SEATTLE, ON RAILROAD AVENUE AT THE FOOT OF CEDAR STREET.
 SY4329'
 SY4329'THE STATION IS THE FLAT-TOPPED, ELEVATED WATER TANK ON THE AMERICAN
 SY4329'CAN COMPANY.  WOODEN LATTICE WORK HAS BEEN CONSTRUCTED AROUND THE
 SY4329'TANK.
 SY4329
 SY4329                          STATION RECOVERY (1968)
 SY4329
 SY4329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4329'THIS TANK WAS REMOVED AFTER THE EARTHQUAKE IN THE LATE 1940S.  THE
 SY4329'30-FOOT HIGH, 20-FOOT SQUARE PLATFORM WHICH SUPPORTED THE TANK
 SY4329'STILL STANDS.
 SY4329
 SY4329                          STATION RECOVERY (2002)
 SY4329
 SY4329'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4329'THE DESCRIBED BUILDING NOW HOUSES THE PORT OF SEATTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1513 ***********************************************************************
 SX1513  DESIGNATION -  AMES
 SX1513  PID         -  SX1513
 SX1513  STATE/COUNTY-  WA/KING
 SX1513  USGS QUAD   -  CARNATION (1993)
 SX1513
 SX1513                         *CURRENT SURVEY CONTROL
 SX1513  ___________________________________________________________________
 SX1513* NAD 83(1991)-  47 37 54.80682(N)    121 56 39.36239(W)     ADJUSTED  
 SX1513* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 SX1513  ___________________________________________________________________
 SX1513  LAPLACE CORR-          14.12  (seconds)                    DEFLEC99
 SX1513  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SX1513
 SX1513  HORZ ORDER  -  SECOND
 SX1513
 SX1513.The horizontal coordinates were established by classical geodetic methods
 SX1513.and adjusted by the National Geodetic Survey in December 1991..
 SX1513
 SX1513.The orthometric height was scaled from a topographic map.
 SX1513
 SX1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1513
 SX1513.The geoid height was determined by GEOID03.
 SX1513
 SX1513;                    North         East     Units Scale Factor Converg.
 SX1513;SPC WA N     -    70,857.455   416,512.852   MT  0.99997801   -0 49 37.6
 SX1513;SPC WA N     -   232,471.50  1,366,509.25   sFT  0.99997801   -0 49 37.6
 SX1513;UTM  10      - 5,275,927.620   579,311.103   MT  0.99967730   +0 46 48.2
 SX1513
 SX1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1513!SPC WA N     -   0.99998428  x   0.99997801  =   0.99996229
 SX1513!UTM  10      -   0.99998428  x   0.99967730  =   0.99966159
 SX1513
 SX1513:                Primary Azimuth Mark                     Grid Az
 SX1513:SPC WA N     -  GRIFFIN                                  123 28 05.9
 SX1513:UTM  10      -  GRIFFIN                                  121 51 40.1
 SX1513
 SX1513|---------------------------------------------------------------------|
 SX1513| PID    Reference Object                     Distance      Geod. Az  |
 SX1513|                                                           dddmmss.s |
 SX1513| SX1480 GRIFFIN                             APPROX. 3.6 KM 1223828.3 |
 SX1513| CF4049 AMES RM                                            15352     |
 SX1513|---------------------------------------------------------------------|
 SX1513
 SX1513                          SUPERSEDED SURVEY CONTROL
 SX1513
 SX1513  NAD 83(1986)-  47 37 54.79788(N)    121 56 39.36759(W) AD(       ) 2
 SX1513  NAD 27      -  47 37 55.43600(N)    121 56 34.93700(W) AD(       ) 2
 SX1513
 SX1513.Superseded values are not recommended for survey control.
 SX1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1513.See file dsdata.txt to determine how the superseded data were derived.
 SX1513
 SX1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7931175928(NAD 83)
 SX1513
 SX1513  HISTORY     - Date     Condition        Report By
 SX1513  HISTORY     - 1936     MONUMENTED       WAGS
 SX1513  HISTORY     - 1967     SEE DESCRIPTION  WA-033
 SX1513
 SX1513                          STATION DESCRIPTION
 SX1513
 SX1513'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1513'LEAVING THE CITY CENTER OF REDMOND RUN SE ON PAVED FALL CITY
 SX1513'ROAD 0.2 MILE TO PAVEMENT INTERSECTION.  TAKE RIGHT FORK AND
 SX1513'KEEP TO PAVEMENT.  RUN 7.2 MILES AND SEE SIGN CARNATION MILK
 SX1513'FARM 5 MILES AT GRAVEL SIDE ROAD ON LEFT.  CONTINUE ON PAVEMENT
 SX1513'2.1 MILES FURTHER.  SEE GRAVEL ROAD DOUBLING BACK SHARPLY ON THE
 SX1513'LEFT.  SEE SIGN CARNATION 4 MILES.  TURN LEFT INTO THIS ROAD,
 SX1513'CLIMB 1.2 MILES TO TOP OF BIG HILL.  GO 0.9 MILE FURTHER
 SX1513'DOWNHILL, STOP AT SHARP LEFT TURN AROUND SHOULDER OF HILL WITH
 SX1513'STEEP DROP ON THE RIGHT AND GOOD VIEW OF VALLEY.  SEE CLOTH
 SX1513'ON STICK IN STUMP IN CUT OVER ROAD ON RIGHT, ASCEND HILL HERE
 SX1513'KEEPING TO THE RIDGE OF THE SHOULDER.
 SX1513'
 SX1513'FLAG ON SAPLING AT THE CREST OF HILL, 30 FEET W OF 4-FOOT
 SX1513'STUMP, AND 40 FEET S OF SECOND 4-FOOT STUMP, 100 YARDS W AND UP
 SX1513'FROM THE ROAD WHERE IT SWINGS AROUND FROM THE SHOULDER.  AT THIS
 SX1513'TURN THE SIDE HILL IS VERY STEEP AND VIEW OF THE VALLEY IS
 SX1513'DISCLOSED ON THE OUTER SIDE OF THE CURVE.  ON THE OPPOSITE INNER
 SX1513'ARC, NW SIDE OF THE CURVE IS A CUT BANK, STRIP OF CLOTH WAS
 SX1513'PLACED IN STUMP AT TOP OF THIS CUT 20 FEET OVER ROAD.  STATION
 SX1513'IS 100 YARDS NW UPHILL FROM THIS STUMP.
 SX1513
 SX1513                          STATION RECOVERY (1967)
 SX1513
 SX1513'RECOVERY NOTE BY KING COUNTY WASHINGTON 1967
 SX1513'THE STATION WAS RECOVERED IN GOOD CONDITION IN MAY 1967.  THE
 SX1513'REFERENCE MARK WAS NOT FOUND.
 SX1513'
 SX1513'ABOUT 1 MILE SOUTHWEST UP HILL FROM N.E. 32ND ST. BRIDGE OVER
 SX1513'SNOQUALMIE RIVER, ABOUT 200 FEET NORTH OF A U-CURVE TO THE RIGHT
 SX1513'AROUND END OF RIDGE, ABOUT 500 FEET SOUTHEAST OF A HAIRPIN CURVE
 SX1513'0.1 MI. FURTHER UP THE ROAD, NEAR THE SOUTH END OF A SHARP RIDGE,
 SX1513'ON EASTERLY SLOPE OF RIDGE SLIGHTLY LOWER THAN THE CREST, 28 FEET
 SX1513'SOUTH OF A RAILROAD SPIKE 2 FEET ABOVE GROUND IN A 24-INCH CEDAR
 SX1513'STUMP, 25 FEET SOUTHEAST OF A RAILROAD SPIKE 3 FEET ABOVE
 SX1513'GROUND IN A 15-INCH FIR TREE, 12-1/2 FEET NORTH-NORTHEAST OF A
 SX1513'RAILROAD SPIKE 3 FEET ABOVE GROUND IN A 15-INCH FIR TREE AND 5
 SX1513'FEET SOUTH OF A WITNESS SIGN.
 SX1513'
 SX1513'THE MARK IS A STANDARD DISK STAMPED AMES KING CO AERIAL 1936
 SX1513'CEMENTED ON A BOULDER 4 INCHES BELOW THE SURFACE IN A GROUP OF
 SX1513'ROCKS.
 SX1513'
 SX1513'THE ELEVATION OF THE STATION DETERMINED BY TRIGONOMETRIC
 SX1513'LEVELING IS 460.0 FEET.
 SX1513'
 SX1513'TO REACH FROM THE POST OFFICE IN CARNATION GO SOUTH ON STATE
 SX1513'HIGHWAY 203 FOR 0.8 MILE TO N. E. 32ND ST. AT SOUTH END OF TOLT
 SX1513'RIVER BRIDGE, THENCE WEST ON N. E. 32ND ST. FOR 0.7 MILE, CROSS
 SX1513'SNOQUALMIE RIVER AND CONTINUE 0.05 MILE TO ROAD FORK, TAKE RIGHT
 SX1513'FORK UP HILL 1.1 MILES TO A HAIRPIN CURVE.  WALK EASTERLY ABOUT
 SX1513'200 FEET TO TOP OF RIDGE, THENCE SOUTHERLY ALONG RIDGE ABOUT 100
 SX1513'YARDS TO THE STATION AT SOUTH END OF RIDGE.
 SX1513'
 SX1513'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SX1513'2 MILES SOUTHWEST OF CARNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0457 ***********************************************************************
 TR0457  DESIGNATION -  AMMO
 TR0457  PID         -  TR0457
 TR0457  STATE/COUNTY-  WA/ISLAND
 TR0457  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0457
 TR0457                         *CURRENT SURVEY CONTROL
 TR0457  ___________________________________________________________________
 TR0457* NAD 83(1991)-  48 17 58.37383(N)    122 35 31.24313(W)     ADJUSTED  
 TR0457* NAVD 88     -        14.765  (meters)      48.44   (feet)  ADJUSTED  
 TR0457  ___________________________________________________________________
 TR0457  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 TR0457  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 TR0457  DYNAMIC HT  -          14.768 (meters)      48.45  (feet)  COMP
 TR0457  MODELED GRAV-     980,841.2   (mgal)                       NAVD 88
 TR0457
 TR0457  HORZ ORDER  -  SECOND
 TR0457  VERT ORDER  -  FIRST     CLASS II
 TR0457
 TR0457.The horizontal coordinates were established by classical geodetic methods
 TR0457.and adjusted by the National Geodetic Survey in December 1991..
 TR0457
 TR0457.The orthometric height was determined by differential leveling
 TR0457.and adjusted by the National Geodetic Survey in June 1991..
 TR0457
 TR0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0457
 TR0457.The geoid height was determined by GEOID03.
 TR0457
 TR0457.The dynamic height is computed by dividing the NAVD 88
 TR0457.geopotential number by the normal gravity value computed on the
 TR0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0457.degrees latitude (g = 980.6199 gals.).
 TR0457
 TR0457.The modeled gravity was interpolated from observed gravity values.
 TR0457
 TR0457;                    North         East     Units Scale Factor Converg.
 TR0457;SPC WA N     -   145,978.621   369,537.776   MT  0.99994727   -1 18 33.7
 TR0457;SPC WA N     -   478,931.53  1,212,391.85   sFT  0.99994727   -1 18 33.7
 TR0457;UTM  10      - 5,349,675.078   530,257.443   MT  0.99961125   +0 18 16.6
 TR0457
 TR0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0457!SPC WA N     -   1.00000120  x   0.99994727  =   0.99994847
 TR0457!UTM  10      -   1.00000120  x   0.99961125  =   0.99961245
 TR0457
 TR0457|---------------------------------------------------------------------|
 TR0457| PID    Reference Object                     Distance      Geod. Az  |
 TR0457|                                                           dddmmss.s |
 TR0457| TR1274 CRESCENT HARBOR LT 1960              62.190 METERS 11723     |
 TR0457| TR1292 FORBES PT LT                        APPROX. 4.1 KM 2154214.1 |
 TR0457| TR1301 CONTROL                             APPROX. 2.9 KM 2295556.0 |
 TR0457| TR0456 AMMO RM 1                             8.742 METERS 25038     |
 TR0457|---------------------------------------------------------------------|
 TR0457
 TR0457                          SUPERSEDED SURVEY CONTROL
 TR0457
 TR0457  NAD 83(1986)-  48 17 58.37732(N)    122 35 31.24784(W) AD(       ) 2
 TR0457  NAD 27      -  48 17 59.01660(N)    122 35 26.64660(W) AD(       ) 2
 TR0457  NGVD 29 (??/??/92)   13.622  (m)           44.69   (f) ADJ UNCH    1 2
 TR0457
 TR0457.Superseded values are not recommended for survey control.
 TR0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0457.See file dsdata.txt to determine how the superseded data were derived.
 TR0457
 TR0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3025749675(NAD 83)
 TR0457_MARKER: DS = TRIANGULATION STATION DISK
 TR0457_SETTING: 80 = SET IN A BOULDER
 TR0457_STAMPING: AMMO 1951
 TR0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0457+STABILITY: SURFACE MOTION
 TR0457
 TR0457  HISTORY     - Date     Condition        Report By
 TR0457  HISTORY     - 1951     MONUMENTED       CGS
 TR0457  HISTORY     - 1952     GOOD             NGS
 TR0457  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0457  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TR0457  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TR0457
 TR0457                          STATION DESCRIPTION
 TR0457
 TR0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 TR0457'STATION IS LOCATED ON THE NORTHERN END OF WHIDBEY ISLAND AT THE
 TR0457'NORTHERN END OF CRESCENT HARBOR AT THE INTERSECTION OF MIDWAY BLVD.
 TR0457'AND SOLOMON ROAD.  STATION IS A STANDARD BRONZE DISC STAMPED AMMO
 TR0457'1951 AND IS CEMENTED IN A DRILL HOLE IN GRANITE BOULDER PROJECTING
 TR0457'ABOUT 12 INCHES ABOVE GROUND.  THE BOULDER IS ABOUT 18 INCHES IN
 TR0457'DIAMETER AND EXTENDS TO 2 FEET BELOW THE SURFACE.
 TR0457'
 TR0457'R.M. NO. 1 IS A NAIL HOLE IN A 3/4 IN BOLT CEMENTED IN A 6 IN X 6
 TR0457'IN POST WHICH HAS AN 18 IN DIAMETER BASE AND EXTENDS TWO FEET
 TR0457'BELOW THE SURFACE.  THE MARK IS DEPRESSED 4 IN BELOW THE SURFACE
 TR0457'AND WAS SET BY THE OAK HARBOR NAVAL AIR STATION PUBLIC WORKS
 TR0457'DEPARTMENT.
 TR0457
 TR0457                          STATION RECOVERY (1952)
 TR0457
 TR0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0457'3.0 MI E FROM OAK HARBOR.
 TR0457'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0457'THE MAIN GATE OF THE WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0457'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.65 MILE
 TR0457'NORTHEAST ALONG TORPEDO ROAD, THENCE 1.35 MILES EAST ALONG MIDWAY
 TR0457'BLVD., IN THE CENTER OF A TRIANGLE FORMED BY THE T JUNCTION OF SOLOMN
 TR0457'ROAD, IN THE TOP OF AN EMBEDED GRANITE BOULDER PROJECTING 1 FOOT ABOVE
 TR0457'THE GROUND, 148 FEET WEST OF THE CENTER OF A 6-FOOT HIGH GATE ACROSS
 TR0457'THE BLVD., 46.9 FEET SOUTH OF THE SOUTHWEST CORNER OF A 6-FOOT HIGH
 TR0457'MESHWIRE FENCE, 29.0 FEET NORTH OF THE CENTER LINE OF THE BLVD., 27
 TR0457'FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHWEST SIDE OF THE
 TR0457'TRIANGLE, ABOUT 1 1/2 FEET HIGHER THAN THE BLVD.
 TR0457
 TR0457                          STATION RECOVERY (1960)
 TR0457
 TR0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0457'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 TR0457'THE REFERENCE MARK WAS NOT FOUND.  THE DISTANCE PLACES IT UNDER
 TR0457'THE BLACKTOP ROAD WHICH HAS RECENTLY BEEN LAID IN THE AREA.  A METAL
 TR0457'PLATE WAS FOUND BURIED UNDER A SLIGHT COATING OF ASPHALT AT THE
 TR0457'PROPER DISTANCE FROM THE STATION BUT IT WAS NOT REMOVED.
 TR0457
 TR0457                          STATION RECOVERY (1973)
 TR0457
 TR0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TR0457'STATION MARK HAS BEEN MOVED ABOUT 1.5 FEET EAST.  THE ELEVATION ON IT
 TR0457'IS NO LONGER WITHIN 3RD ORDER ACCURACY.  RM 1 STILL REMAINS IN GOOD
 TR0457'CONDITION.  THE BOULDER HAS BEEN TIPPED AT AN ANGLE AND THE TABLET
 TR0457'IS NO LONGER IN A HORIZONTAL POSITION.
 TR0457
 TR0457                          STATION RECOVERY (1975)
 TR0457
 TR0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 TR0457'THE U.S. GEOLOGICAL SURVEY REPORTS FINDING THE REFERENCE MARK IN
 TR0457'GOOD CONDITION AND THE STATION MARK MOVED ABOUT 1.5 FEET EAST AND
 TR0457'THE TABLET NO LONGER IN A HORIZONTAL POSITION.  THIS REPORT IS DATED
 TR0457'MAY 1973.  THE AREA WAS SEARCHED IN MAY 1975 BUT NO MARKS WERE
 TR0457'FOUND.
 TR0457'
 TR0457'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES EAST OF
 TR0457'OAK HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0456 ***********************************************************************
 TR0456  DESIGNATION -  AMMO RM 1
 TR0456  PID         -  TR0456
 TR0456  STATE/COUNTY-  WA/ISLAND
 TR0456  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0456
 TR0456                         *CURRENT SURVEY CONTROL
 TR0456  ___________________________________________________________________
 TR0456* NAD 83(1986)-  48 17 58.     (N)    122 35 32.     (W)     SCALED    
 TR0456* NAVD 88     -        13.548  (meters)      44.45   (feet)  ADJUSTED  
 TR0456  ___________________________________________________________________
 TR0456  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 TR0456  DYNAMIC HT  -          13.551 (meters)      44.46  (feet)  COMP
 TR0456  MODELED GRAV-     980,841.0   (mgal)                       NAVD 88
 TR0456
 TR0456  VERT ORDER  -  FIRST     CLASS II
 TR0456
 TR0456.The horizontal coordinates were scaled from a topographic map and have
 TR0456.an estimated accuracy of +/- 6 seconds.
 TR0456
 TR0456.The orthometric height was determined by differential leveling
 TR0456.and adjusted by the National Geodetic Survey in June 1991..
 TR0456
 TR0456.The geoid height was determined by GEOID03.
 TR0456
 TR0456.The dynamic height is computed by dividing the NAVD 88
 TR0456.geopotential number by the normal gravity value computed on the
 TR0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0456.degrees latitude (g = 980.6199 gals.).
 TR0456
 TR0456.The modeled gravity was interpolated from observed gravity values.
 TR0456
 TR0456;                    North         East    Units  Estimated Accuracy
 TR0456;SPC WA N     -   145,970.      369,520.      MT  (+/- 180 meters Scaled)
 TR0456
 TR0456                          SUPERSEDED SURVEY CONTROL
 TR0456
 TR0456  NGVD 29 (??/??/92)   12.405  (m)           40.70   (f) ADJ UNCH    1 2
 TR0456
 TR0456.Superseded values are not recommended for survey control.
 TR0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0456.See file dsdata.txt to determine how the superseded data were derived.
 TR0456
 TR0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU302496(NAD 83)
 TR0456_MARKER: B = BOLT
 TR0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0456+STABILITY: SURFACE MOTION
 TR0456
 TR0456  HISTORY     - Date     Condition        Report By
 TR0456  HISTORY     - 1951     MONUMENTED       DOD
 TR0456  HISTORY     - 1952     GOOD             NGS
 TR0456
 TR0456                          STATION DESCRIPTION
 TR0456
 TR0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0456'3.0 MI E FROM OAK HARBOR.
 TR0456'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0456'THE MAIN GATE OF THE WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0456'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.65 MILE
 TR0456'NORTHEAST ALONG TORPEDO ROAD, THENCE 1.35 MILES EAST ALONG MIDWAY
 TR0456'BLVD., AT THE SOUTHWEST CORNER OF A TRIANGLE FORMED BY THE T JUNCTION
 TR0456'OF SOLOMN ROAD, 44 1/2 FEET NORTHEAST OF POWER LINE POLE NO. 3026,
 TR0456'28.9 FEET WEST OF TRIANGULATION STATION AMMO, 15.0 FEET NORTH OF THE
 TR0456'CENTER LINE OF THE BLVD., 12 FEET SOUTHEAST OF THE CENTER LINE OF THE
 TR0456'NORTHWEST SIDE OF THE TRIANGLE, 0.4 FOOT BELOW THE SURFACE OF THE
 TR0456'GROUND, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0928 ***********************************************************************
 SY0928  DESIGNATION -  AMMUNITION
 SY0928  PID         -  SY0928
 SY0928  STATE/COUNTY-  WA/KITSAP
 SY0928  USGS QUAD   -  BREMERTON WEST (1981)
 SY0928
 SY0928                         *CURRENT SURVEY CONTROL
 SY0928  ___________________________________________________________________
 SY0928* NAD 83(1991)-  47 34 46.59656(N)    122 41 11.84093(W)     ADJUSTED  
 SY0928* NAVD 88     -         2.323  (meters)       7.62   (feet)  POSTED    
 SY0928  ___________________________________________________________________
 SY0928  LAPLACE CORR-         -14.60  (seconds)                    DEFLEC99
 SY0928  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 SY0928  DYNAMIC HT  -           2.320 (meters)       7.61  (feet)  COMP
 SY0928  MODELED GRAV-     980,804.9   (mgal)                       NAVD 88
 SY0928
 SY0928  HORZ ORDER  -  SECOND
 SY0928  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0928
 SY0928.The horizontal coordinates were established by classical geodetic methods
 SY0928.and adjusted by the National Geodetic Survey in December 1991..
 SY0928
 SY0928.The orthometric height was determined by differential leveling
 SY0928.and adjusted by the National Geodetic Survey in 1992..
 SY0928.No vertical observational check was made to the station.
 SY0928.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0928.was located on a no-check spur therefore a value was not computed.
 SY0928
 SY0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0928
 SY0928.The geoid height was determined by GEOID03.
 SY0928
 SY0928.The dynamic height is computed by dividing the NAVD 88
 SY0928.geopotential number by the normal gravity value computed on the
 SY0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0928.degrees latitude (g = 980.6199 gals.).
 SY0928
 SY0928.The modeled gravity was interpolated from observed gravity values.
 SY0928
 SY0928;                    North         East     Units Scale Factor Converg.
 SY0928;SPC WA N     -    66,120.943   360,593.215   MT  0.99998610   -1 22 47.3
 SY0928;SPC WA N     -   216,931.79  1,183,046.24   sFT  0.99998610   -1 22 47.3
 SY0928;UTM  10      - 5,269,624.934   523,565.825   MT  0.99960682   +0 13 52.8
 SY0928
 SY0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0928!SPC WA N     -   1.00000315  x   0.99998610  =   0.99998925
 SY0928!UTM  10      -   1.00000315  x   0.99960682  =   0.99960997
 SY0928
 SY0928|---------------------------------------------------------------------|
 SY0928| PID    Reference Object                     Distance      Geod. Az  |
 SY0928|                                                           dddmmss.s |
 SY0928| SY0929 AMMUNITION RM 1                       3.010 METERS 05426     |
 SY0928| SY5333 HEAD                                APPROX. 0.5 KM 1463000.1 |
 SY0928| SY0930 AMMUNITION RM 2                       6.042 METERS 16444     |
 SY0928| SY5355 BUILDING 7 WESTSIDE FLAGPOLE        APPROX. 0.8 KM 3403617.9 |
 SY0928| CF7112 AMMUNITION RM 3                       7.991 METERS 35626     |
 SY0928| SY5345 NAVAL AMMO DEP DOCK HSE RED LT      APPROX. 0.7 KM 3562804.3 |
 SY0928|---------------------------------------------------------------------|
 SY0928
 SY0928                          SUPERSEDED SURVEY CONTROL
 SY0928
 SY0928  NAD 83(1986)-  47 34 46.59167(N)    122 41 11.84804(W) AD(       ) 2
 SY0928  NAD 27      -  47 34 47.26200(N)    122 41 07.34900(W) AD(       ) 2
 SY0928  NGVD 29 (??/??/??)    1.257  (m)            4.12   (f) ADJUSTED    1 2
 SY0928
 SY0928.Superseded values are not recommended for survey control.
 SY0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0928.See file dsdata.txt to determine how the superseded data were derived.
 SY0928
 SY0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2356669625(NAD 83)
 SY0928_MARKER: DS = TRIANGULATION STATION DISK
 SY0928_SETTING: 80 = SET IN A BOULDER
 SY0928_SP_SET: BOULDER
 SY0928_STAMPING: AMMUNITION 1935
 SY0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0928+STABILITY: SURFACE MOTION
 SY0928
 SY0928  HISTORY     - Date     Condition        Report By
 SY0928  HISTORY     - 1935     MONUMENTED       CGS
 SY0928  HISTORY     - 1935     GOOD             CGS
 SY0928  HISTORY     - 1971     SEE DESCRIPTION  WA0180
 SY0928  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY0928  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY0928  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SY0928  HISTORY     - 1975     GOOD             NGS
 SY0928  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY0928
 SY0928                          STATION DESCRIPTION
 SY0928
 SY0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY0928'LOCATED IN PUGET SOUND ON THE MAINLAND W AND N OF BREMERTON AT THE
 SY0928'NAVAL AMMUNITION DEPOT ON THE W SHORE OF OSTRICH BAY, DYES INLET,
 SY0928'ON THE BEACH 96 METERS N OF THE S BOUNDARY FENCE OF THE DEPOT, 4
 SY0928'METERS INSIDE THE HIGH-WATER LINE ON A FLAT GRANITE BOULDER.
 SY0928'
 SY0928'STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 SY0928'IN A BOULDER, AS DESCRIBED IN NOTE 4.
 SY0928'
 SY0928'REFERENCE MARK NO.1, A STANDARD BRONZE DISK IN A BOULDER AS
 SY0928'DESCRIBED IN NOTE 12C, IS INSIDE THE HIGH-WATER LINE AND E OF THE
 SY0928'STATION ON A FLAT BOULDER 4 FEET LONG PROJECTING 6 INCHES ABOVE
 SY0928'THE BEACH.
 SY0928'
 SY0928'REFERENCE MARK NO.2, A STANDARD BRONZE DISK IN A BOULDER, AS
 SY0928'DESCRIBED IN NOTE 12C, IS S OF THE STATION, 5 METERS INSIDE THE
 SY0928'HIGH-WATER LINE ON A ROUND BOULDER 4 FEET ACROSS.
 SY0928
 SY0928                          STATION RECOVERY (1935)
 SY0928
 SY0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 SY0928'2.4 MI NW FROM BREMERTON.
 SY0928'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE INTERSECTION OF
 SY0928'SIXTH STREET AND CALLOW AVENUE AT BREMERTON, KITSAP COUNTY, THENCE 0.8
 SY0928'MILE NORTH ALONG A ROAD TO ELWOOD.  AT NAVAL AMMUNITION DEPOT, ON THE
 SY0928'WEST SHORE OF OSTRICH BAY, 316 FEET NORTH OF THE SOUTH FENCE OF THE
 SY0928'DEPOT, 24 FEET EAST OF A STEEP BANK, AND IN THE TOP OF A FLAT BOULDER.
 SY0928'A STANDARD TRIANGULATION-STATION DISK, STAMPED AMMUNITION 1935.
 SY0928
 SY0928                          STATION RECOVERY (1971)
 SY0928
 SY0928'RECOVERY NOTE BY CITY OF BREMERTON WASHINGTON 1971 (WSH)
 SY0928'AMMUNITION 1935 GOOD
 SY0928'
 SY0928'NO 1 1935 DESTROYED
 SY0928'
 SY0928'NO 2 1935 GOOD.
 SY0928'
 SY0928'RM 1 DESTROYED BY CONST OF SEWER ON BEACH.
 SY0928
 SY0928                          STATION RECOVERY (1972)
 SY0928
 SY0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SY0928'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED.  REFERENCE
 SY0928'MARK NO. 1 WAS NOT FOUND.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 SY0928'
 SY0928'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF BREMERTON, 0.4 MILE
 SY0928'WEST-SOUTHWEST OF THE NORTHERN TIP OF MADRONA POINT, ON THE WESTERN
 SY0928'SHORE OF OSTRICH BAY AND IN SECTION 9, T 24 N, R 1 E.
 SY0928'
 SY0928'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 3 AND 304 IN
 SY0928'BREMERTON (N. CALLOW AVE. AND 6TH STREET), GO NORTHWESTERLY ON
 SY0928'6TH STREET (S.H. 3) FOR 1.65 MILES TO A TRAFFIC LIGHT, TURN RIGHT
 SY0928'AND FOLLOW SHOREWOOD DRIVE 0.75 MILE TO A FLIGHT OF WOODEN STEPS
 SY0928'LEADING TO THE BEACH, ABOUT 30 YARDS BEYOND THE POINT WHERE THE
 SY0928'ROAD LEVELS OFF AT THE BOTTOM OF A RISE.  DESCEND THE STEPS TO
 SY0928'THE BEACH, WALK SOUTH ALONG THE BEACH ABOUT 22 YARDS TO THE
 SY0928'STATION.
 SY0928'
 SY0928'THE STATION MARK, STAMPED AMMUNITION 1935, IS A STANDARD DISK SET
 SY0928'IN A SLIGHT DEPRESSION IN A 3-FOOT DIAMETER, GRAY, SPECKLED,
 SY0928'GRANITE BOULDER FLUSH WITH THE GRAVEL BEACH ON THE SEAWARD SIDE
 SY0928'AND BURIED ON THE INSHORE SIDE.  IT IS 64.5 FEET SOUTH OF THE
 SY0928'PROJECTED CENTERLINE OF THE WOODEN STEPS, 58.5 FEET NORTH OF THE
 SY0928'END OF AN 8-INCH DRAINAGE PIPE WITH A FLANGE ON THE END, WHICH
 SY0928'PROTRUDES OUT OVER THE BEACH OFF A 5-FOOT HIGH BANK, 11.2 FEET
 SY0928'SOUTHEAST OF THE HIGHEST POINT OF A 2X4-FOOT LIGHT GRAY
 SY0928'BOULDER WHICH PROJECTS 16 INCHES ON THE HIGH WATER LINE AND
 SY0928'ABOUT 3-1/2 FEET LOWER THAN THE HIGH PART OF THIS BOULDER.
 SY0928'
 SY0928'REFERENCE MARK NO. 2, STAMPED NO 2 1935, IS A STANDARD DISK SET
 SY0928'IN A 4-FOOT DIAMETER, DARK COLORED BOULDER WHICH PROJECTS 1 FOOT
 SY0928'ABOVE THE BEACH, AND IS SURROUNDED WITH SMALLER ROCK.  IT IS ON THE
 SY0928'NORTH EDGE OF A 10-FOOT DIAMETER ROCKY POINT (SHORELINE VEGETATION
 SY0928'CURVES OUT ONTO THIS POINT), 39 FEET NORTH OF THE 8-INCH DRAINAGE
 SY0928'PIPE AND 4 FEET EAST OF THE HIGH WATER LINE.
 SY0928'
 SY0928'REFERENCE MARK NO. 3, STAMPED AMMUNITION 1935 NO 3 1972, IS A
 SY0928'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GRAVEL
 SY0928'BEACH, AND ABOUT 4 INCHES ABOVE THE HARDPAN, 46.2 FEET SOUTHEAST OF
 SY0928'THE ANGLE IRON SUPPORT AT THE SOUTHEAST CORNER OF THE WOODEN
 SY0928'STEPS, 40 FEET SOUTH OF THE PROJECTED CENTERLINE OF THE STEPS,
 SY0928'24.0 FEET NORTHEAST OF THE HIGHEST PART OF THE 2X4-FOOT LIGHT
 SY0928'COLORED, GRANITE BOULDER, AND 19 FEET EAST OF THE HIGH WATER
 SY0928'LINE.  (MARK MAY COVER OVER WITH GRAVEL.)
 SY0928'
 SY0928'BLDG NO. 1 IS THE SOUTHERN ONE OF MANY BRICK BUILDINGS AT THE
 SY0928'DOCKS OF THE NAVY INSTALLATION 1/2 MILE NORTH OF THE
 SY0928'STATION.  POINT OBSERVED ON IS THE CENTER OF THE NUMBER ONE BUILT
 SY0928'INTO THE BRICKS UNDER THE SOUTH GABLE OF THE BUILDING.
 SY0928'
 SY0928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY0928'1.5 MILES NORTHWEST OF BREMERTON.
 SY0928
 SY0928                          STATION RECOVERY (1974)
 SY0928
 SY0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EP)
 SY0928'THIS MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 SY0928'PROPERTY IS NOW OWNED BY THE CITY AND A LOCKED GATE HAS BEEN
 SY0928'PLACED AT THE SOUTH ENTRANCE.  THE MARK IS APPROXIMATELY 60 FEET
 SY0928'SOUTH OF THE STAIRS LEADING TO THE BEACH.  RM 2 WAS RECOVERED IN
 SY0928'FAIR CONDITION, THE MARK IS BADLY BATTERED, BUT READABLE AND
 SY0928'STABLE.  RM 1 WAS NOT SEARCHED.  THE STATION MAY BE HARD TO FIND
 SY0928'AT TIMES AS IT GETS COVERED WITH SAND AND GRAVEL.
 SY0928'
 SY0928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY0928'WEST SIDE OF OSTRICH BAY.
 SY0928
 SY0928                          STATION RECOVERY (1975)
 SY0928
 SY0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 SY0928'THE STATION MARK AND REFERENCE MARKS NO. 2 AND NO. 3 WERE RECOVERED
 SY0928'AS DESCRIBED IN THE 1972 RECOVERY NOTE BY L.F.S.
 SY0928'
 SY0928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY0928'2 MILES NORTH OF BREMERTON.
 SY0928
 SY0928                          STATION RECOVERY (1975)
 SY0928
 SY0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SY0928'REACHED FROM THE INTERSECTION OF N. CALLOW AVE. AND 6TH STREET IN
 SY0928'BREMERTON BY GOING NORTHWESTERLY ON 6TH STREET FOR 1.65 MILES, TURN
 SY0928'RIGHT, FOLLOW SHOREWOOD DRIVE 0.75 MILE TO A FLIGHT OF WOODEN STEPS
 SY0928'LEADING TO THE BEACH, DECEND STEPS TO THE BEACH AND THE MARK, 64.5
 SY0928'FEET SOUTH OF THE PROJECTED CENTERLINE OF THE STEPS, 58.5 FEET NORTH
 SY0928'OF THE END OF AN 8-INCH DRAINAGE PIPE WHICH PROTRUDES OUT OVER THE
 SY0928'BEACH OFF A 5-FOOT HIGH BANK, 11.2 FEET SOUTHEAST OF THE HIGHEST
 SY0928'POINT OF A 2X4-FOOT LIGHT GRAY BOULDER WHICH IS ON THE HIGH WATER
 SY0928'LINE AND ABOUT 3 1/2 FEET LOWER THAN THIS BOULDER. THE DISK IS IN A
 SY0928'SLIGHT DEPRESSION IN A 3-FOOT DIAMETER, GRAY, SPECKLED, GRANITE
 SY0928'BOULDER FLUSH WITH THE GRAVEL BEACH.
 SY0928
 SY0928                          STATION RECOVERY (1987)
 SY0928
 SY0928'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0929 ***********************************************************************
 SY0929  DESIGNATION -  AMMUNITION RM 1
 SY0929  PID         -  SY0929
 SY0929  STATE/COUNTY-  WA/KITSAP
 SY0929  USGS QUAD   -  BREMERTON WEST (1981)
 SY0929
 SY0929                         *CURRENT SURVEY CONTROL
 SY0929  ___________________________________________________________________
 SY0929* NAD 83(1986)-  47 34 46.     (N)    122 41 12.     (W)     SCALED    
 SY0929* NAVD 88     -         2.071  (meters)       6.79   (feet)  POSTED    
 SY0929  ___________________________________________________________________
 SY0929  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 SY0929  DYNAMIC HT  -           2.070 (meters)       6.79  (feet)  COMP
 SY0929  MODELED GRAV-     980,804.5   (mgal)                       NAVD 88
 SY0929
 SY0929  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0929
 SY0929.The horizontal coordinates were scaled from a topographic map and have
 SY0929.an estimated accuracy of +/- 6 seconds.
 SY0929
 SY0929.The orthometric height was determined by differential leveling
 SY0929.and adjusted by the National Geodetic Survey in 1992..
 SY0929.No vertical observational check was made to the station.
 SY0929.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0929.was located on a no-check spur therefore a value was not computed.
 SY0929
 SY0929.The geoid height was determined by GEOID03.
 SY0929
 SY0929.The dynamic height is computed by dividing the NAVD 88
 SY0929.geopotential number by the normal gravity value computed on the
 SY0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0929.degrees latitude (g = 980.6199 gals.).
 SY0929
 SY0929.The modeled gravity was interpolated from observed gravity values.
 SY0929
 SY0929;                    North         East    Units  Estimated Accuracy
 SY0929;SPC WA N     -    66,100.      360,590.      MT  (+/- 180 meters Scaled)
 SY0929
 SY0929                          SUPERSEDED SURVEY CONTROL
 SY0929
 SY0929  NGVD 29 (??/??/??)    1.005  (m)            3.30   (f) ADJUSTED    1 2
 SY0929
 SY0929.Superseded values are not recommended for survey control.
 SY0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0929.See file dsdata.txt to determine how the superseded data were derived.
 SY0929
 SY0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET235696(NAD 83)
 SY0929_MARKER: DR = REFERENCE MARK DISK
 SY0929_SETTING: 80 = SET IN A BOULDER
 SY0929_SP_SET: BOULDER
 SY0929_STAMPING: NO 1 1935
 SY0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0929+STABILITY: SURFACE MOTION
 SY0929
 SY0929  HISTORY     - Date     Condition        Report By
 SY0929  HISTORY     - 1935     MONUMENTED       CGS
 SY0929  HISTORY     - 1975     MARK NOT FOUND   NGS
 SY0929
 SY0929                          STATION DESCRIPTION
 SY0929
 SY0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SY0929'2.4 MI NW FROM BREMERTON.
 SY0929'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE INTERSECTION OF
 SY0929'SIXTH STREET AND CALLOW AVENUE AT BREMERTON, KITSAP COUNTY, THENCE 0.8
 SY0929'MILE NORTH ALONG A ROAD TO ELWOOD.  AT NAVAL AMMUNITION DEPOT, ON THE
 SY0929'WEST SHORE OF OSTRICH BAY, 319 FEET NORTH OF THE SOUTH FENCE OF THE
 SY0929'DEPOT, 9.9 FEET EAST-NORTHEAST OF TRIANGULATION STATION AMMUNITION,
 SY0929'AND IN THE TOP OF A FLAT BOULDER.  A STANDARD REFERENCE-MARK DISK,
 SY0929'STAMPED NO 1 1935.  NOTE-- THE BOULDER CAN BE MOVED BY STEPPING ON IT.
 SY0929
 SY0929                          STATION RECOVERY (1975)
 SY0929
 SY0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SY0929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0930 ***********************************************************************
 SY0930  DESIGNATION -  AMMUNITION RM 2
 SY0930  PID         -  SY0930
 SY0930  STATE/COUNTY-  WA/KITSAP
 SY0930  USGS QUAD   -  BREMERTON WEST (1981)
 SY0930
 SY0930                         *CURRENT SURVEY CONTROL
 SY0930  ___________________________________________________________________
 SY0930* NAD 83(1986)-  47 34 46.     (N)    122 41 12.     (W)     SCALED    
 SY0930* NAVD 88     -         2.766  (meters)       9.07   (feet)  POSTED    
 SY0930  ___________________________________________________________________
 SY0930  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 SY0930  DYNAMIC HT  -           2.770 (meters)       9.09  (feet)  COMP
 SY0930  MODELED GRAV-     980,804.5   (mgal)                       NAVD 88
 SY0930
 SY0930  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0930
 SY0930.The horizontal coordinates were scaled from a topographic map and have
 SY0930.an estimated accuracy of +/- 6 seconds.
 SY0930
 SY0930.The orthometric height was determined by differential leveling
 SY0930.and adjusted by the National Geodetic Survey in 1992..
 SY0930.No vertical observational check was made to the station.
 SY0930.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0930.was located on a no-check spur therefore a value was not computed.
 SY0930
 SY0930.The geoid height was determined by GEOID03.
 SY0930
 SY0930.The dynamic height is computed by dividing the NAVD 88
 SY0930.geopotential number by the normal gravity value computed on the
 SY0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0930.degrees latitude (g = 980.6199 gals.).
 SY0930
 SY0930.The modeled gravity was interpolated from observed gravity values.
 SY0930
 SY0930;                    North         East    Units  Estimated Accuracy
 SY0930;SPC WA N     -    66,100.      360,590.      MT  (+/- 180 meters Scaled)
 SY0930
 SY0930                          SUPERSEDED SURVEY CONTROL
 SY0930
 SY0930  NGVD 29 (??/??/??)    1.700  (m)            5.58   (f) ADJUSTED    1 2
 SY0930
 SY0930.Superseded values are not recommended for survey control.
 SY0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0930.See file dsdata.txt to determine how the superseded data were derived.
 SY0930
 SY0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET235696(NAD 83)
 SY0930_MARKER: DR = REFERENCE MARK DISK
 SY0930_SETTING: 80 = SET IN A BOULDER
 SY0930_SP_SET: BOULDER
 SY0930_STAMPING: NO 2 1935
 SY0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0930+STABILITY: SURFACE MOTION
 SY0930
 SY0930  HISTORY     - Date     Condition        Report By
 SY0930  HISTORY     - 1935     MONUMENTED       CGS
 SY0930  HISTORY     - 1975     GOOD             NGS
 SY0930  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY0930
 SY0930                          STATION DESCRIPTION
 SY0930
 SY0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SY0930'2.4 MI NW FROM BREMERTON.
 SY0930'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE INTERSECTION OF
 SY0930'SIXTH STREET AND CALLOW AVENUE AT BREMERTON, KITSAP COUNTY, THENCE 0.8
 SY0930'MILE NORTH ALONG A ROAD TO ELWOOD.  AT NAVAL AMMUNITION DEPOT, ON THE
 SY0930'WEST SHORE OF OSTRICH BAY, 297 FEET NORTH OF THE SOUTH FENCE OF THE
 SY0930'DEPOT, 20 FEET SOUTH OF TRIANGULATION STATION AMMUNITION, AND IN THE
 SY0930'TOP OF A ROUND BOULDER.  A STANDARD REFERENCE-MARK DISK, STAMPED NO 2
 SY0930'1935.
 SY0930
 SY0930                          STATION RECOVERY (1975)
 SY0930
 SY0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SY0930'THE MARK IS 19.82 FEET SOUTH OF TRIANGULATION STATION AMMUNITION,
 SY0930'DESCRIBED ABOVE, 39 FEET NORTH OF AN 8-INCH DRAINAGE PIPE WHICH
 SY0930'PROTRUDES OUT OVER THE BEACH OFF A 5-FOOT HIGH BANK, 4 FEET EAST OF
 SY0930'THE GRASS LINE, SET IN A SPECKLED BOULDER WHICH PROJECTS 1 FOOT ON
 SY0930'THE EAST SIDE AND IS FLUSH ON THE WEST SIDE, WITH DARK COLORED
 SY0930'BOULDERS PILED EACH SIDE OF THE MARK AS THOUGH TO PROTECT THE
 SY0930'SHORELINE.
 SY0930
 SY0930                          STATION RECOVERY (1987)
 SY0930
 SY0930'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3812 ***********************************************************************
 SY3812  DESIGNATION -  AN 47 K CO 1972
 SY3812  PID         -  SY3812
 SY3812  STATE/COUNTY-  WA/KING
 SY3812  USGS QUAD   -  
 SY3812
 SY3812                         *CURRENT SURVEY CONTROL
 SY3812  ___________________________________________________________________
 SY3812* NAD 83(1991)-  47 42 47.29200(N)    122 10 33.10320(W)     ADJUSTED  
 SY3812* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 SY3812  ___________________________________________________________________
 SY3812  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 SY3812  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY3812
 SY3812  HORZ ORDER  -  SECOND
 SY3812
 SY3812.The horizontal coordinates were established by classical geodetic methods
 SY3812.and adjusted by the National Geodetic Survey in December 1991..
 SY3812
 SY3812.The orthometric height was scaled from a topographic map.
 SY3812
 SY3812.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3812
 SY3812.The geoid height was determined by GEOID03.
 SY3812
 SY3812;                    North         East     Units Scale Factor Converg.
 SY3812;SPC WA N     -    80,166.503   399,267.606   MT  0.99996707   -0 59 58.3
 SY3812;SPC WA N     -   263,012.94  1,309,930.47   sFT  0.99996707   -0 59 58.3
 SY3812;UTM  10      - 5,284,746.264   561,816.827   MT  0.99964696   +0 36 34.9
 SY3812
 SY3812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3812!SPC WA N     -   0.99999585  x   0.99996707  =   0.99996292
 SY3812!UTM  10      -   0.99999585  x   0.99964696  =   0.99964281
 SY3812
 SY3812                          SUPERSEDED SURVEY CONTROL
 SY3812
 SY3812  NAD 83(1986)-  47 42 47.28459(N)    122 10 33.10730(W) AD(       ) 2
 SY3812  NAD 27      -  47 42 47.92886(N)    122 10 28.66303(W) AD(       ) 2
 SY3812
 SY3812.Superseded values are not recommended for survey control.
 SY3812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3812.See file dsdata.txt to determine how the superseded data were derived.
 SY3812
 SY3812_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6181784746(NAD 83)
 SY3812_MARKER: Z = SEE DESCRIPTION
 SY3812_SETTING: 0 = UNSPECIFIED SETTING
 SY3812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3812
 SY3812  HISTORY     - Date     Condition        Report By
 SY3812  HISTORY     - 1972     MONUMENTED       WA-033
 SY3812  HISTORY     - 1989     GOOD             USPSQD
 SY3812
 SY3812                          STATION DESCRIPTION
 SY3812
 SY3812'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY3812'APPROX. LOCATION--3 MILES NE OF KIRKLAND
 SY3812'
 SY3812'POINT LOCATED ABOUT 1/4 MILES SOUTHEAST OF EVERGREEN HOSPITAL
 SY3812'ON A LINE WITH THE EAST-SIDE OF HOSPITAL.  POINT IS APPROX. 0.4
 SY3812'MILES FROM INTERSECTION OF N.E. 128TH ST. AND 120TH NE.  POINT
 SY3812'IS SE OF A POWER LINE TOWER NO. B9/49S.  POINT IS 30.9 FT SW
 SY3812'OF THE NW LEG OF TOWER.
 SY3812'
 SY3812'POINT IS 11.6 FT SW OF THE SW LEG OF TOWER.
 SY3812'
 SY3812'POINT IS 36.0 FT SW OF THE SE LEG OF TOWER.
 SY3812'
 SY3812'POINT IS 4.8 FT W OF A REFERENCE POINT.
 SY3812'
 SY3812'SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE DISK SET ON
 SY3812'SURFACE.
 SY3812'
 SY3812'SUB-SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE DISC BELOW
 SY3812'SURFACE 3.5 FT.
 SY3812'
 SY3812'MONUMENT STAMPED AN-47 1972
 SY3812
 SY3812                          STATION RECOVERY (1989)
 SY3812
 SY3812'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 SY3812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3546 ***********************************************************************
 SY3546  DESIGNATION -  AN 56
 SY3546  PID         -  SY3546
 SY3546  STATE/COUNTY-  WA/KING
 SY3546  USGS QUAD   -  
 SY3546
 SY3546                         *CURRENT SURVEY CONTROL
 SY3546  ___________________________________________________________________
 SY3546* NAD 83(1991)-  47 44 09.53695(N)    122 06 19.61666(W)     ADJUSTED  
 SY3546* NAVD 88     -       165.     (meters)     541.     (feet)  VERTCON   
 SY3546  ___________________________________________________________________
 SY3546  LAPLACE CORR-           8.06  (seconds)                    DEFLEC99
 SY3546  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 SY3546
 SY3546  HORZ ORDER  -  SECOND
 SY3546
 SY3546.The horizontal coordinates were established by classical geodetic methods
 SY3546.and adjusted by the National Geodetic Survey in December 1991..
 SY3546
 SY3546.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3546
 SY3546.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3546
 SY3546.The geoid height was determined by GEOID03.
 SY3546
 SY3546;                    North         East     Units Scale Factor Converg.
 SY3546;SPC WA N     -    82,616.430   404,592.308   MT  0.99996435   -0 56 49.6
 SY3546;SPC WA N     -   271,050.74  1,327,399.93   sFT  0.99996435   -0 56 49.6
 SY3546;UTM  10      - 5,287,343.937   567,068.978   MT  0.99965528   +0 39 43.3
 SY3546
 SY3546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3546!SPC WA N     -   0.99997779  x   0.99996435  =   0.99994214
 SY3546!UTM  10      -   0.99997779  x   0.99965528  =   0.99963308
 SY3546
 SY3546                          SUPERSEDED SURVEY CONTROL
 SY3546
 SY3546  NAD 83(1986)-  47 44 09.52912(N)    122 06 19.62061(W) AD(       ) 2
 SY3546  NAD 27      -  47 44 10.17183(N)    122 06 15.17933(W) AD(       ) 2
 SY3546  NGVD 29 (07/19/86)  164.     (m)          538.     (f) VERT ANG       
 SY3546
 SY3546.Superseded values are not recommended for survey control.
 SY3546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3546.See file dsdata.txt to determine how the superseded data were derived.
 SY3546
 SY3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6706987344(NAD 83)
 SY3546_MARKER: DD = SURVEY DISK
 SY3546_SETTING: 0 = UNSPECIFIED SETTING
 SY3546
 SY3546  HISTORY     - Date     Condition        Report By
 SY3546  HISTORY     - 1972     MONUMENTED       NGS
 SY3546  HISTORY     - 1973     GOOD             WA-033
 SY3546
 SY3546                          STATION DESCRIPTION
 SY3546
 SY3546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SY3546'APPROX. LOCATION--4 MILES NORTH OF REDMOND
 SY3546'
 SY3546'POINT ON TOLT RIVER PIPELINE ABOUT 1/2 MILE EAST OF 168TH N.E.
 SY3546'
 SY3546'POINT ON SOUTH SIDE OF ROAD CENTERLINE 44.0 FT.
 SY3546'
 SY3546'POINT IS SE OF AN AIRVENT NO. AV25 1064+19.25. VENT HAS X ON TOP.
 SY3546'
 SY3546'POINT IS 95.0 FT SOUTH OF A 16 IN FIR SPIKE IN FIR UP 3 FT.
 SY3546'
 SY3546'POINT IS 36.6 FT NE OF A 16 IN FIR SPIKE IN FIR UP 3 FT.
 SY3546'
 SY3546'POINT IS 32.6 FT NW OF A 10 IN HEMLOCK SPIKE IN HEMLOCK UP 3 FT.
 SY3546'
 SY3546'POINT 3.5 FT NORTH OF REFERENCE POINT.
 SY3546'
 SY3546'SURFACE MONUMENT--STAND.  KCS DISC SET IN CONCRETE MONUMENT
 SY3546'AT SURFACE.
 SY3546'
 SY3546'SUB-SURFACE MONUMENT--STAND.  KCS DISC SET IN CONCRETE MONUMENT
 SY3546'BURIED 3.5 FT BELOW SURFACE.
 SY3546'
 SY3546'MONUMENT STAMPED AN-56 1972
 SY3546
 SY3546                          STATION RECOVERY (1973)
 SY3546
 SY3546'RECOVERY NOTE BY KING COUNTY WASHINGTON 1973
 SY3546'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3815 ***********************************************************************
 SY3815  DESIGNATION -  AN 66 K CO 1973
 SY3815  PID         -  SY3815
 SY3815  STATE/COUNTY-  WA/KING
 SY3815  USGS QUAD   -  
 SY3815
 SY3815                         *CURRENT SURVEY CONTROL
 SY3815  ___________________________________________________________________
 SY3815* NAD 83(1991)-  47 42 14.84081(N)    122 12 36.82209(W)     ADJUSTED  
 SY3815* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SY3815  ___________________________________________________________________
 SY3815  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 SY3815  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY3815
 SY3815  HORZ ORDER  -  SECOND
 SY3815
 SY3815.The horizontal coordinates were established by classical geodetic methods
 SY3815.and adjusted by the National Geodetic Survey in December 1991..
 SY3815
 SY3815.The orthometric height was scaled from a topographic map.
 SY3815
 SY3815.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3815
 SY3815.The geoid height was determined by GEOID03.
 SY3815
 SY3815;                    North         East     Units Scale Factor Converg.
 SY3815;SPC WA N     -    79,210.013   396,671.376   MT  0.99996818   -1 01 30.5
 SY3815;SPC WA N     -   259,874.85  1,301,412.67   sFT  0.99996818   -1 01 30.5
 SY3815;UTM  10      - 5,283,717.572   559,249.312   MT  0.99964314   +0 35 03.1
 SY3815
 SY3815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3815!SPC WA N     -   1.00000166  x   0.99996818  =   0.99996984
 SY3815!UTM  10      -   1.00000166  x   0.99964314  =   0.99964480
 SY3815
 SY3815                          SUPERSEDED SURVEY CONTROL
 SY3815
 SY3815  NAD 83(1986)-  47 42 14.83360(N)    122 12 36.82630(W) AD(       ) 2
 SY3815  NAD 27      -  47 42 15.47868(N)    122 12 32.37868(W) AD(       ) 2
 SY3815
 SY3815.Superseded values are not recommended for survey control.
 SY3815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3815.See file dsdata.txt to determine how the superseded data were derived.
 SY3815
 SY3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5924983718(NAD 83)
 SY3815_MARKER: Z = SEE DESCRIPTION
 SY3815_SETTING: 0 = UNSPECIFIED SETTING
 SY3815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3815
 SY3815  HISTORY     - Date     Condition        Report By
 SY3815  HISTORY     - 1973     MONUMENTED       WA-033
 SY3815  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY3815
 SY3815                          STATION DESCRIPTION
 SY3815
 SY3815'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY3815'POINT IS LOCATED NEAR INTERSECTION OF 98TH AVE. N.E. AND N.E.
 SY3815'116TH ST AND JUANITA DR.
 SY3815'
 SY3815'POINT IS 44 FT NORTH OF CENTERLINE OF N.E. 116TH ST. AND 38 FT
 SY3815'EAST OF CENTERLINE OF 98TH AVE. N.E.
 SY3815'
 SY3815'POINT IS LOCATED IN A PLANTER AREA IN THE S.E. CORNER OF A
 SY3815'MOBILE SERVICE STATION.
 SY3815'
 SY3815'POINT IS 12.6 FT N.E. OF THE CENTER BOLT OF A HYDRANT AND 9.2
 SY3815'FT S.E. OF THE FACE OF A MOBILE LIGHTSTANDARD AND 11.6 FT
 SY3815'N.N.E. OF THE FACE OF A TRAFFIC BOX POST.
 SY3815'
 SY3815'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONC.  MON BURIED
 SY3815'SLIGHTLY BELOW BEAUTY BARK.
 SY3815'
 SY3815'SUB-SURFACE MONUMENT--STAND K.C.S. DISC BURIED 3.5 FT BELOW
 SY3815'GROUND LEVEL.
 SY3815'
 SY3815'DISK STAMPED--AN-66.  1973
 SY3815
 SY3815                          STATION RECOVERY (2001)
 SY3815
 SY3815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY3815'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3356 ***********************************************************************
 SY3356  DESIGNATION -  ANA
 SY3356  PID         -  SY3356
 SY3356  STATE/COUNTY-  WA/THURSTON
 SY3356  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3356
 SY3356                         *CURRENT SURVEY CONTROL
 SY3356  ___________________________________________________________________
 SY3356* NAD 83(1991)-  47 09 16.46437(N)    122 52 35.52772(W)     ADJUSTED  
 SY3356* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3356  ___________________________________________________________________
 SY3356  LAPLACE CORR-          -8.15  (seconds)                    DEFLEC99
 SY3356  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 SY3356
 SY3356  HORZ ORDER  -  THIRD
 SY3356
 SY3356.The horizontal coordinates were established by classical geodetic methods
 SY3356.and adjusted by the National Geodetic Survey in December 1991..
 SY3356
 SY3356.The orthometric height was scaled from a topographic map.
 SY3356
 SY3356.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3356
 SY3356.The geoid height was determined by GEOID03.
 SY3356
 SY3356;                    North         East     Units Scale Factor Converg.
 SY3356;SPC WA S     -   205,151.437   319,805.921   MT  0.99996401   -1 43 34.7
 SY3356;SPC WA S     -   673,067.67  1,049,229.93   sFT  0.99996401   -1 43 34.7
 SY3356;UTM  10      - 5,222,348.922   509,359.356   MT  0.99960108   +0 05 25.9
 SY3356
 SY3356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3356!SPC WA S     -   1.00000313  x   0.99996401  =   0.99996714
 SY3356!UTM  10      -   1.00000313  x   0.99960108  =   0.99960421
 SY3356
 SY3356|---------------------------------------------------------------------|
 SY3356| PID    Reference Object                     Distance      Geod. Az  |
 SY3356|                                                           dddmmss.s |
 SY3356| CE3331 ANA RM 1                              7.170 METERS 13921     |
 SY3356| CE3332 ANA RM 2                             12.784 METERS 23033     |
 SY3356|---------------------------------------------------------------------|
 SY3356
 SY3356                          SUPERSEDED SURVEY CONTROL
 SY3356
 SY3356  NAD 83(1986)-  47 09 16.46118(N)    122 52 35.53680(W) AD(       ) 3
 SY3356  NAD 27      -  47 09 17.11600(N)    122 52 31.05100(W) AD(       ) 3
 SY3356
 SY3356.Superseded values are not recommended for survey control.
 SY3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3356.See file dsdata.txt to determine how the superseded data were derived.
 SY3356
 SY3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0935922349(NAD 83)
 SY3356_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3356
 SY3356  HISTORY     - Date     Condition        Report By
 SY3356  HISTORY     - 1924     MONUMENTED       CGS
 SY3356  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3356  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY3356
 SY3356                          STATION DESCRIPTION
 SY3356
 SY3356'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3356'ON THE MAINLAND FACING DANA PASSAGE AND ON THE FIRST SAND SPIT
 SY3356'ALONG THE SHORE LINE IN AN EASTERLY DIRECTION FROM DOVER POINT.  THE
 SY3356'STATION FACES A SMALL VALLEY AND LAGOON RUNNING INTO THE
 SY3356'MAINLAND.  IT IS ABOVE THE HIGH-WATER MARK AND ABOVE THE BEACH.
 SY3356'
 SY3356'STATION MARK AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD
 SY3356'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY3356'
 SY3356'REFERENCE MARK NO.1 IS TOWARDS THE MAINLAND AND REFERENCE MARK
 SY3356'NO.2 IS TO THE SE ALONG THE RIDGE OF THE SAND SPIT.
 SY3356'
 SY3356'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3356
 SY3356                          STATION RECOVERY (1936)
 SY3356
 SY3356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GJC)
 SY3356'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 SY3356
 SY3356                          STATION RECOVERY (1972)
 SY3356
 SY3356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SY3356'THE STATION HAS BEEN DESTROYED, NO MARKS WERE FOUND.  THE PROPERTY
 SY3356'OWNER, MR. ROSS STOVER WAS CONSULTED, AND HE SAYS AFTER THE MARKS
 SY3356'WERE LOST, THE SAND SPIT WAS PROTECTED AGAINST ERROSION BY LOG
 SY3356'BULKHEADS, AND SOME FILLING AND SHAPING WAS DONE, BUT HE IS
 SY3356'REASONABLY CERTAIN THAT NO MARKS REMAIN INTACT AND BURIED.
 SY3356'
 SY3356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3356'8 MILES NORTH OF OLYMPIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1904 ***********************************************************************
 TR1904  DESIGNATION -  ANACORTES AMERICAN LMBR CO STK
 TR1904  PID         -  TR1904
 TR1904  STATE/COUNTY-  WA/SKAGIT
 TR1904  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1904
 TR1904                         *CURRENT SURVEY CONTROL
 TR1904  ___________________________________________________________________
 TR1904* NAD 83(1991)-  48 31 13.48491(N)    122 36 21.83007(W)     ADJUSTED  
 TR1904* NAVD 88     -                                                        
 TR1904  ___________________________________________________________________
 TR1904  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 TR1904  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 TR1904
 TR1904  HORZ ORDER  -  THIRD
 TR1904
 TR1904.The horizontal coordinates were established by classical geodetic methods
 TR1904.and adjusted by the National Geodetic Survey in December 1991..
 TR1904
 TR1904
 TR1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1904
 TR1904.The geoid height was determined by GEOID03.
 TR1904
 TR1904;                    North         East     Units Scale Factor Converg.
 TR1904;SPC WA N     -   170,554.659   369,061.230   MT  0.99996692   -1 19 11.4
 TR1904;SPC WA N     -   559,561.41  1,210,828.39   sFT  0.99996692   -1 19 11.4
 TR1904;UTM  10      - 5,374,219.461   529,089.074   MT  0.99961040   +0 17 42.5
 TR1904
 TR1904                          SUPERSEDED SURVEY CONTROL
 TR1904
 TR1904  NAD 83(1986)-  48 31 13.48816(N)    122 36 21.83428(W) AD(       ) 4
 TR1904  NAD 27      -  48 31 14.10900(N)    122 36 17.21800(W) AD(       ) 3
 TR1904
 TR1904.Superseded values are not recommended for survey control.
 TR1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1904.See file dsdata.txt to determine how the superseded data were derived.
 TR1904
 TR1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2908974219(NAD 83)
 TR1904
 TR1904  HISTORY     - Date     Condition        Report By
 TR1904  HISTORY     - 1940     MONUMENTED       CGS
 TR1904  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1904  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1904  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TR1904  HISTORY     - 1988     GOOD             USPSQD
 TR1904  HISTORY     - 20020518 MARK NOT FOUND   USPSQD
 TR1904
 TR1904                          STATION DESCRIPTION
 TR1904
 TR1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCB)
 TR1904'ON NORTH SIDE OF FIDALGO ISLAND IN ANACORTES.  THE STACK IS OF
 TR1904'CONCRETE, THE TALLEST IN THE VICINITY, AND ON THE PROPERTY OF THE
 TR1904'ANACORTES LUMBER AND BOX COMPANY.  THE STATION IS NOT MARKED.
 TR1904
 TR1904                          STATION RECOVERY (1953)
 TR1904
 TR1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1904'RECOVERED AS PREVIOUSLY DESCRIBED.  A COMPLETE DESCRIPTION FOLLOWS--
 TR1904'
 TR1904'ON THE N SIDE OF FIDALGO ISLAND, NEAR THE N EDGE OF ANACORTES.  A
 TR1904'CONCRETE STACK, THE TALLEST IN THE VICINITY.  A.L. AND B. CO. IS
 TR1904'PAINTED NEAR THE TOP OF THE STACK IN BLACK.  THE AMERICAN LUMBER
 TR1904'AND BOX COMPANY BUILDINGS HAVE BEEN DESTROYED, AND THE STACK
 TR1904'STANDS ALONE IN THE MIDDLE OF AN AUTOMOBILE JUNKYARD.
 TR1904
 TR1904                          STATION RECOVERY (1955)
 TR1904
 TR1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1904'STATION WAS RECOVERED.  NEW DESCRIPTION FOLLOWS--
 TR1904'
 TR1904'STATION LISTED ABOVE IS DESIGNATED AS FIDALGO ISLAND,
 TR1904'A.L. AND B. CO., CONCRETE STACK IN THE 1940 DESCRIPTION.
 TR1904'
 TR1904'STATION IS LOCATED ON THE N SIDE OF FIDALGO ID. IN ANACORTES.  THE
 TR1904'STACK IS OF CONCRETE, THE TALLEST IN THE VICINITY.  THE BUILDINGS
 TR1904'OF THE AMERICAN LUMBER AND BOX CO. HAVE BURNED OUT AND THE GROUNDS
 TR1904'IN THE IMMEDIATE VICINITY ARE VACANT EXCEPT FOR THE STACK.
 TR1904'STATION IS NOT MARKED.
 TR1904'
 TR1904'THIS IS AN INTERSECTION STATION.
 TR1904
 TR1904                          STATION RECOVERY (1964)
 TR1904
 TR1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 TR1904'RECOVERED AS DESCRIBED.
 TR1904'
 TR1904'THE STACK IS ABOUT 25 YARDS SOUTHEAST OF A SMALL COAST GUARD
 TR1904'BUILDING, 50 YARDS NORTH OF 3RD STREET, AND 10 YARDS EAST OF T AVE.
 TR1904
 TR1904                          STATION RECOVERY (1988)
 TR1904
 TR1904'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TR1904'RECOVERED IN GOOD CONDITION.
 TR1904
 TR1904                          STATION RECOVERY (2002)
 TR1904
 TR1904'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCW)
 TR1904'STACKS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1925 ***********************************************************************
 TR1925  DESIGNATION -  ANACORTES APEX DOCK FLAGPOLE
 TR1925  PID         -  TR1925
 TR1925  STATE/COUNTY-  WA/SKAGIT
 TR1925  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1925
 TR1925                         *CURRENT SURVEY CONTROL
 TR1925  ___________________________________________________________________
 TR1925* NAD 83(1991)-  48 31 09.42101(N)    122 37 20.42286(W)     ADJUSTED  
 TR1925* NAVD 88     -                                                        
 TR1925  ___________________________________________________________________
 TR1925  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 TR1925  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1925
 TR1925  HORZ ORDER  -  THIRD
 TR1925
 TR1925.The horizontal coordinates were established by classical geodetic methods
 TR1925.and adjusted by the National Geodetic Survey in December 1991..
 TR1925
 TR1925
 TR1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1925
 TR1925.The geoid height was determined by GEOID03.
 TR1925
 TR1925;                    North         East     Units Scale Factor Converg.
 TR1925;SPC WA N     -   170,456.987   367,856.354   MT  0.99996678   -1 19 55.0
 TR1925;SPC WA N     -   559,240.96  1,206,875.39   sFT  0.99996678   -1 19 55.0
 TR1925;UTM  10      - 5,374,087.919   527,887.859   MT  0.99960956   +0 16 58.6
 TR1925
 TR1925                          SUPERSEDED SURVEY CONTROL
 TR1925
 TR1925  NAD 83(1986)-  48 31 09.42434(N)    122 37 20.42684(W) AD(       ) 4
 TR1925  NAD 27      -  48 31 10.04900(N)    122 37 15.81100(W) AD(       ) 3
 TR1925
 TR1925.Superseded values are not recommended for survey control.
 TR1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1925.See file dsdata.txt to determine how the superseded data were derived.
 TR1925
 TR1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2788874088(NAD 83)
 TR1925
 TR1925  HISTORY     - Date     Condition        Report By
 TR1925  HISTORY     - UNK      MONUMENTED
 TR1925  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1925  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 TR1925
 TR1925                          STATION DESCRIPTION
 TR1925
 TR1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1925'STATION LOST.  THE DOCK IN THIS AREA IS IN RUINS, AND THERE IS NO
 TR1925'FLAGPOLE.
 TR1925
 TR1925                          STATION RECOVERY (2004)
 TR1925
 TR1925'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 TR1925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1912 ***********************************************************************
 TR1912  DESIGNATION -  ANACORTES EAST TURRET
 TR1912  PID         -  TR1912
 TR1912  STATE/COUNTY-  WA/SKAGIT
 TR1912  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1912
 TR1912                         *CURRENT SURVEY CONTROL
 TR1912  ___________________________________________________________________
 TR1912* NAD 83(1991)-  48 30 56.87328(N)    122 37 19.65064(W)     ADJUSTED  
 TR1912* NAVD 88     -                                                        
 TR1912  ___________________________________________________________________
 TR1912  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 TR1912  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1912
 TR1912  HORZ ORDER  -  THIRD
 TR1912
 TR1912.The horizontal coordinates were established by classical geodetic methods
 TR1912.and adjusted by the National Geodetic Survey in December 1991..
 TR1912
 TR1912
 TR1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1912
 TR1912.The geoid height was determined by GEOID03.
 TR1912
 TR1912;                    North         East     Units Scale Factor Converg.
 TR1912;SPC WA N     -   170,069.149   367,863.187   MT  0.99996636   -1 19 54.5
 TR1912;SPC WA N     -   557,968.53  1,206,897.81   sFT  0.99996636   -1 19 54.5
 TR1912;UTM  10      - 5,373,700.566   527,905.613   MT  0.99960957   +0 16 59.1
 TR1912
 TR1912                          SUPERSEDED SURVEY CONTROL
 TR1912
 TR1912  NAD 83(1986)-  48 30 56.87677(N)    122 37 19.65457(W) AD(       ) 4
 TR1912  NAD 27      -  48 30 57.50000(N)    122 37 15.04000(W) AD(       ) 3
 TR1912
 TR1912.Superseded values are not recommended for survey control.
 TR1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1912.See file dsdata.txt to determine how the superseded data were derived.
 TR1912
 TR1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2790673701(NAD 83)
 TR1912
 TR1912  HISTORY     - Date     Condition        Report By
 TR1912  HISTORY     - UNK      MONUMENTED
 TR1912  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1912  HISTORY     - 20040318 MARK NOT FOUND   USPSQD
 TR1912
 TR1912                          STATION DESCRIPTION
 TR1912
 TR1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1912'NOT PREVIOUSLY DESCRIBED.  STATION LOST.  BUILDING STILL STANDS
 TR1912'BUT TURRETS HAVE BEEN REMOVED.
 TR1912
 TR1912                          STATION RECOVERY (2004)
 TR1912
 TR1912'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 TR1912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2684 ***********************************************************************
 TR2684  DESIGNATION -  ANACORTES GULL COTTAGE TWR
 TR2684  PID         -  TR2684
 TR2684  STATE/COUNTY-  WA/SKAGIT
 TR2684  USGS QUAD   -  DECEPTION PASS (1978)
 TR2684
 TR2684                         *CURRENT SURVEY CONTROL
 TR2684  ___________________________________________________________________
 TR2684* NAD 83(1991)-  48 29 19.30625(N)    122 40 16.57797(W)     ADJUSTED  
 TR2684* NAVD 88     -        33.3    (meters)     109.     (feet)  VERTCON   
 TR2684  ___________________________________________________________________
 TR2684  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 TR2684  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR2684
 TR2684  HORZ ORDER  -  THIRD
 TR2684
 TR2684.The horizontal coordinates were established by classical geodetic methods
 TR2684.and adjusted by the National Geodetic Survey in December 1991..
 TR2684
 TR2684.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2684
 TR2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2684
 TR2684.The geoid height was determined by GEOID03.
 TR2684
 TR2684;                    North         East     Units Scale Factor Converg.
 TR2684;SPC WA N     -   167,141.921   364,161.485   MT  0.99996318   -1 22 06.2
 TR2684;SPC WA N     -   548,364.79  1,194,753.14   sFT  0.99996318   -1 22 06.2
 TR2684;UTM  10      - 5,370,671.273   524,289.154   MT  0.99960725   +0 14 46.2
 TR2684
 TR2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2684!SPC WA N     -   0.99999821  x   0.99996318  =   0.99996139
 TR2684!UTM  10      -   0.99999821  x   0.99960725  =   0.99960546
 TR2684
 TR2684                          SUPERSEDED SURVEY CONTROL
 TR2684
 TR2684  NAD 83(1986)-  48 29 19.30741(N)    122 40 16.57928(W) AD(       ) 4
 TR2684  NGVD 29 (08/09/90)   32.2    (m)          106.     (f) VERT ANG       
 TR2684
 TR2684.Superseded values are not recommended for survey control.
 TR2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2684.See file dsdata.txt to determine how the superseded data were derived.
 TR2684
 TR2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2428970671(NAD 83)
 TR2684_MARKER: 82 = FINIAL
 TR2684_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2684
 TR2684  HISTORY     - Date     Condition        Report By
 TR2684  HISTORY     - 1981     FIRST OBSERVED   NOS
 TR2684
 TR2684                          STATION DESCRIPTION
 TR2684
 TR2684'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RBM)
 TR2684'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF THE CITY OF
 TR2684'ANACORTES, ABOUT 1/3 MILE SOUTHEAST OF THE ENTRANCE TO FLONDER
 TR2684'BAY, AT THE SOUTH SIDE OF THE JUNCTION OF DOON WAY AND DONDEE
 TR2684'DRIVE AND AT THE NORTH CORNER OF AN ENGLISH STYLE HOUSE, KNOWN AS
 TR2684'GULL COTTAGE.
 TR2684'
 TR2684'THE STATION IS THE BALL AT THE APEX OF A SOMEWHAT CONICAL ROOF OF
 TR2684'A WHITE, CYLINDRICAL STRUCTURE, RESEMBLING A LIGHTHOUSE.
 TR2684'THE ROOF OF THE TOWER IS COMPOSED OF COPPER SHEETING.  THE TOWER
 TR2684'IS ABOUT 30 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2685 ***********************************************************************
 TR2685  DESIGNATION -  ANACORTES HAVERKOST MONUMENT
 TR2685  PID         -  TR2685
 TR2685  STATE/COUNTY-  WA/SKAGIT
 TR2685  USGS QUAD   -  DECEPTION PASS (1978)
 TR2685
 TR2685                         *CURRENT SURVEY CONTROL
 TR2685  ___________________________________________________________________
 TR2685* NAD 83(1991)-  48 29 32.10994(N)    122 41 28.03470(W)     ADJUSTED  
 TR2685* NAVD 88     -                                                        
 TR2685  ___________________________________________________________________
 TR2685  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 TR2685  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 TR2685
 TR2685  HORZ ORDER  -  THIRD
 TR2685
 TR2685.The horizontal coordinates were established by classical geodetic methods
 TR2685.and adjusted by the National Geodetic Survey in December 1991..
 TR2685
 TR2685
 TR2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2685
 TR2685.The geoid height was determined by GEOID03.
 TR2685
 TR2685;                    North         East     Units Scale Factor Converg.
 TR2685;SPC WA N     -   167,572.507   362,704.306   MT  0.99996358   -1 22 59.4
 TR2685;SPC WA N     -   549,777.47  1,189,972.38   sFT  0.99996358   -1 22 59.4
 TR2685;UTM  10      - 5,371,060.494   522,820.945   MT  0.99960640   +0 13 52.7
 TR2685
 TR2685                          SUPERSEDED SURVEY CONTROL
 TR2685
 TR2685  NAD 83(1986)-  48 29 32.11098(N)    122 41 28.03605(W) AD(       ) 4
 TR2685
 TR2685.Superseded values are not recommended for survey control.
 TR2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2685.See file dsdata.txt to determine how the superseded data were derived.
 TR2685
 TR2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2282171060(NAD 83)
 TR2685_MARKER: 70 = MONUMENT
 TR2685_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2685
 TR2685  HISTORY     - Date     Condition        Report By
 TR2685  HISTORY     - 1981     FIRST OBSERVED   NOS
 TR2685
 TR2685                          STATION DESCRIPTION
 TR2685
 TR2685'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RBM)
 TR2685'THE STATION IS LOCATED IN THE WEST SECTION OF THE CITY OF
 TR2685'ANACORTES, IN WASHINGTON PARK, ABOUT 1/3 MILE WEST OF FLOUNDER BAY
 TR2685'ON THE SOUTHEAST SLOPE OF A WOODED HILL, OVERLOOKING BURROWS BAY.
 TR2685'THE ONE WAY ROAD THAT FOLLOWS THE OUTER LIMITS OF THE PARK PASSES
 TR2685'WITHIN 50 YARDS OF THE STATION.
 TR2685'
 TR2685'THE STATION IS THE CENTER OF A 1 METER IN DIAMETER DRESSED GRANITE
 TR2685'SPHERE THAT RESTS ATOP THE CENTER OF A SQUARE, TAPERED, GRANITE
 TR2685'SHAFT.  OVERALL HEIGHT IS ABOUT 4 METERS.  THE INSCRIPTION
 TR2685'--HAVERKOST PARK PRESENTED TO THE CITY OF ANACORTES BY T.H.
 TR2685'HAVERKOST PIONEER OF 1871--, APPEARS ON THE NORTHWEST SIDE OF THE
 TR2685'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1899 ***********************************************************************
 TR1899  DESIGNATION -  ANACORTES MORRISON MILL CO TK
 TR1899  PID         -  TR1899
 TR1899  STATE/COUNTY-  WA/SKAGIT
 TR1899  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1899
 TR1899                         *CURRENT SURVEY CONTROL
 TR1899  ___________________________________________________________________
 TR1899* NAD 83(1991)-  48 30 28.45384(N)    122 36 33.07219(W)     ADJUSTED  
 TR1899* NAVD 88     -                                                        
 TR1899  ___________________________________________________________________
 TR1899  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 TR1899  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1899
 TR1899  HORZ ORDER  -  THIRD
 TR1899
 TR1899.The horizontal coordinates were established by classical geodetic methods
 TR1899.and adjusted by the National Geodetic Survey in December 1991..
 TR1899
 TR1899
 TR1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1899
 TR1899.The geoid height was determined by GEOID03.
 TR1899
 TR1899;                    North         East     Units Scale Factor Converg.
 TR1899;SPC WA N     -   169,169.431   368,798.517   MT  0.99996541   -1 19 19.8
 TR1899;SPC WA N     -   555,016.71  1,209,966.47   sFT  0.99996541   -1 19 19.8
 TR1899;UTM  10      - 5,372,827.875   528,865.585   MT  0.99961024   +0 17 33.9
 TR1899
 TR1899                          SUPERSEDED SURVEY CONTROL
 TR1899
 TR1899  NAD 83(1986)-  48 30 28.45760(N)    122 36 33.07631(W) AD(       ) 4
 TR1899  NAD 27      -  48 30 29.07300(N)    122 36 28.46100(W) AD(       ) 3
 TR1899
 TR1899.Superseded values are not recommended for survey control.
 TR1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1899.See file dsdata.txt to determine how the superseded data were derived.
 TR1899
 TR1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2886672828(NAD 83)
 TR1899
 TR1899  HISTORY     - Date     Condition        Report By
 TR1899  HISTORY     - 1940     MONUMENTED       CGS
 TR1899  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR1899  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1899  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1899  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TR1899  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TR1899
 TR1899                          STATION DESCRIPTION
 TR1899
 TR1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (BHR)
 TR1899'ON WEST SIDE OF FIDALGO BAY ABOUT 1/2 MILE SOUTHWEST OF SOUTHERLY
 TR1899'POINT OF CAPSANTE.
 TR1899'
 TR1899'THE TANK IS OF STEEL AND IS SUPPORTED BY FABRICATED STEEL COLUMNS,
 TR1899'THE WHOLE STRUCTURE IS PAINTED BLACK.  THE TANK IS THE HIGHEST IN
 TR1899'ANACORTES AND IS ON THE PROPERTY OF THE MORRISON MILL COMPANY.  THE
 TR1899'STATION IS NOT MARKED.
 TR1899
 TR1899                          STATION RECOVERY (1950)
 TR1899
 TR1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1899'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TR1899'
 TR1899'IN ANACORTES, ON THE PROPERTY OF THE COOS BAY PULP CORPORATION,
 TR1899'AT THE FOOT OF EIGHTEENTH STREET, A STEEL TANK SUPPORTED BY
 TR1899'FABRICATED STEEL COLUMNS 175 FT. HIGH.
 TR1899
 TR1899                          STATION RECOVERY (1953)
 TR1899
 TR1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1899'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  A COMPLETE
 TR1899'DESCRIPTION FOLLOWS--
 TR1899'
 TR1899'IN ANACORTES, ON THE W SIDE OF FIDALGO BAY, ABOUT 1/2 MI. SW OF
 TR1899'THE S POINT OF CAPSANTE.  THE TALLEST TANK IN ANACORTES.  NOW ON
 TR1899'THE PROPERTY OF COOS BAY PULP COMPANY.  THE TANK IS STEEL SUPPORTED
 TR1899'BY FABRICATED STEEL COLUMNS.  THE ENTIRE STRUCTURE IS PAINTED
 TR1899'ALUMINUM WITH COOS BAY PULP CORP PAINTED IN BLACK LETTERS ON THE
 TR1899'SIDE OF THE TANK.
 TR1899
 TR1899                          STATION RECOVERY (1955)
 TR1899
 TR1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1899'STATION WAS RECOVERED.  NEW DESCRIPTION FOLLOWS--
 TR1899'
 TR1899'STATION LISTED ABOVE IS DESIGNATED AS FIDALGO ISLAND,
 TR1899'M. M. CO., STEEL ELEVATED TANK IN THE 1940 DESCRIPTION.
 TR1899'
 TR1899'THE TANK IS OF STEEL AND IS SUPPORTED BY FABRICATED STEEL COLUMNS,
 TR1899'THE WHOLE STRUCTURE IS PAINTED ALUMINUM.  THE TANK IS THE HIGHEST
 TR1899'IN ANACORTES AND IS ON THE PROPERTY OF THE MORRISON MILL
 TR1899'COMPANY.  STATION IS NOT MARKED.
 TR1899'
 TR1899'THIS IS AN INTERSECTION STATION.
 TR1899
 TR1899                          STATION RECOVERY (1964)
 TR1899
 TR1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 TR1899'THE TANK WAS FOUND IN GOOD CONDITION.  THE PROPERTY IS NOW OWNED
 TR1899'BY SCOTT PAPER CO.  IT IS ABOUT 1000 FEET SOUTHWEST OF THE BRICK
 TR1899'STACK AND 100 FEET SOUTH OF THE SCOTT PAPER CO. OFFICE IN THE
 TR1899'SOUTHERN PART OF ANACORTES.  TANK WAS ERECTED ABOUT 40 YEAR
 TR1899'AGO.  TANK AND SUPPORTING STEEL FRAMEWORK ARE NOW PAINTED GREEN.
 TR1899
 TR1899                          STATION RECOVERY (1965)
 TR1899
 TR1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 TR1899'THIS WATER TANK WAS TORN DOWN IN OCTOBER 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1903 ***********************************************************************
 TR1903  DESIGNATION -  ANACORTES MORRISON CO WOOD TK
 TR1903  PID         -  TR1903
 TR1903  STATE/COUNTY-  WA/SKAGIT
 TR1903  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1903
 TR1903                         *CURRENT SURVEY CONTROL
 TR1903  ___________________________________________________________________
 TR1903* NAD 83(1991)-  48 30 34.42796(N)    122 36 24.14760(W)     ADJUSTED  
 TR1903* NAVD 88     -                                                        
 TR1903  ___________________________________________________________________
 TR1903  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 TR1903  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1903
 TR1903  HORZ ORDER  -  THIRD
 TR1903
 TR1903.The horizontal coordinates were established by classical geodetic methods
 TR1903.and adjusted by the National Geodetic Survey in December 1991..
 TR1903
 TR1903
 TR1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1903
 TR1903.The geoid height was determined by GEOID03.
 TR1903
 TR1903;                    North         East     Units Scale Factor Converg.
 TR1903;SPC WA N     -   169,349.686   368,985.891   MT  0.99996561   -1 19 13.1
 TR1903;SPC WA N     -   555,608.09  1,210,581.21   sFT  0.99996561   -1 19 13.1
 TR1903;UTM  10      - 5,373,013.273   529,047.739   MT  0.99961037   +0 17 40.6
 TR1903
 TR1903                          SUPERSEDED SURVEY CONTROL
 TR1903
 TR1903  NAD 83(1986)-  48 30 34.43225(N)    122 36 24.15238(W) AD(       ) 4
 TR1903  NAD 27      -  48 30 35.05100(N)    122 36 19.53900(W) AD(       ) 3
 TR1903
 TR1903.Superseded values are not recommended for survey control.
 TR1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1903.See file dsdata.txt to determine how the superseded data were derived.
 TR1903
 TR1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2904873013(NAD 83)
 TR1903
 TR1903  HISTORY     - Date     Condition        Report By
 TR1903  HISTORY     - 1940     MONUMENTED       CGS
 TR1903  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1903
 TR1903                          STATION DESCRIPTION
 TR1903
 TR1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (BHR)
 TR1903'ON WEST SIDE OF FIDALGO BAY ABOUT 1/2 MILE SOUTHWEST OF SOUTHERLY
 TR1903'POINT OF CAPSANTE.
 TR1903'
 TR1903'THE TANK IS OF WOOD AND IS SUPPORTED BY STEEL AND WOOD MEMBERS,
 TR1903'THE WHOLE STRUCTURE IS PAINTED RED.  THE TANK IS IN ANACORTES
 TR1903'ON THE PROPERTY OF THE MORRISON MILL COMPANY.  THE STATION IS NOT
 TR1903'MARKED.
 TR1903
 TR1903                          STATION RECOVERY (1953)
 TR1903
 TR1903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1903'STATION LOST.  WOODEN TANK HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1905 ***********************************************************************
 TR1905  DESIGNATION -  ANACORTES MORRISON CO BRK STK
 TR1905  PID         -  TR1905
 TR1905  STATE/COUNTY-  WA/SKAGIT
 TR1905  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1905
 TR1905                         *CURRENT SURVEY CONTROL
 TR1905  ___________________________________________________________________
 TR1905* NAD 83(1991)-  48 30 35.27513(N)    122 36 22.69853(W)     ADJUSTED  
 TR1905* NAVD 88     -                                                        
 TR1905  ___________________________________________________________________
 TR1905  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 TR1905  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1905
 TR1905  HORZ ORDER  -  THIRD
 TR1905
 TR1905.The horizontal coordinates were established by classical geodetic methods
 TR1905.and adjusted by the National Geodetic Survey in December 1991..
 TR1905
 TR1905
 TR1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1905
 TR1905.The geoid height was determined by GEOID03.
 TR1905
 TR1905;                    North         East     Units Scale Factor Converg.
 TR1905;SPC WA N     -   169,375.161   369,016.226   MT  0.99996563   -1 19 12.0
 TR1905;SPC WA N     -   555,691.67  1,210,680.73   sFT  0.99996563   -1 19 12.0
 TR1905;UTM  10      - 5,373,039.584   529,077.334   MT  0.99961039   +0 17 41.7
 TR1905
 TR1905                          SUPERSEDED SURVEY CONTROL
 TR1905
 TR1905  NAD 83(1986)-  48 30 35.27710(N)    122 36 22.70158(W) AD(       ) 4
 TR1905  NAD 27      -  48 30 35.88700(N)    122 36 18.08100(W) AD(       ) 3
 TR1905
 TR1905.Superseded values are not recommended for survey control.
 TR1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1905.See file dsdata.txt to determine how the superseded data were derived.
 TR1905
 TR1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2907773040(NAD 83)
 TR1905_MARKER: 63 = STACK
 TR1905
 TR1905  HISTORY     - Date     Condition        Report By
 TR1905  HISTORY     - 1940     FIRST OBSERVED   CGS
 TR1905  HISTORY     - 1953     GOOD             CGS
 TR1905  HISTORY     - 1964     GOOD             CGS
 TR1905  HISTORY     - 1983     GOOD             USPSQD
 TR1905  HISTORY     - 1984     GOOD             NOS
 TR1905  HISTORY     - 20010417 MARK NOT FOUND   INDIV
 TR1905
 TR1905                          STATION DESCRIPTION
 TR1905
 TR1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (BHR)
 TR1905'ON WEST SIDE OF FIDALGO BAY ABOUT 1/2 MILE SOUTHWEST OF SOUTHERLY
 TR1905'POINT OF CAPSANTE, IN ANACORTES.
 TR1905'
 TR1905'STACK IS OF BRICK AND IS THE ONLY ONE OF SUCH MATERIAL ON THE
 TR1905'PROPERTY OF THE MORRISON MILL COMPANY.  THE STATION IS NOT MARKED.
 TR1905
 TR1905                          STATION RECOVERY (1953)
 TR1905
 TR1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1905'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  A COMPLETE
 TR1905'DESCRIPTION FOLLOWS--
 TR1905'
 TR1905'IN ANACORTES, ON THE W SIDE OF FIDALGO BAY, ABOUT 1/2 MI. SW OF
 TR1905'THE S POINT OF CAPSANTE, ON PROPERTY OF MORRISON MILL COMPANY.  A
 TR1905'TALL RED BRICK STACK.
 TR1905
 TR1905                          STATION RECOVERY (1964)
 TR1905
 TR1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 TR1905'RECOVERED AS DESCRIBED EXCEPT THE STACK HAS BEEN OWNED BY SCOTT
 TR1905'PAPER COMPANY SINCE 1947.
 TR1905
 TR1905                          STATION RECOVERY (1983)
 TR1905
 TR1905'RECOVERY NOTE BY US POWER SQUADRON 1983 (MEH)
 TR1905'STACK IN GOOD CONDITION.
 TR1905
 TR1905                          STATION RECOVERY (1984)
 TR1905
 TR1905'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR1905'THE STATION WAS RECOVERED AT THIS DATE.
 TR1905'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TR1905
 TR1905                          STATION RECOVERY (2001)
 TR1905
 TR1905'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DWH)
 TR1905'BRICK STACK WAS DEMOLISHED MARCH 2001 AFTER DAMAGE FROM ASH WEDNESDAY
 TR1905'NISQUALLY EARTHQUAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1906 ***********************************************************************
 TR1906  DESIGNATION -  ANACORTES MORRISON MILL CO STK
 TR1906  PID         -  TR1906
 TR1906  STATE/COUNTY-  WA/SKAGIT
 TR1906  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1906
 TR1906                         *CURRENT SURVEY CONTROL
 TR1906  ___________________________________________________________________
 TR1906* NAD 83(1991)-  48 30 35.90079(N)    122 36 22.68909(W)     ADJUSTED  
 TR1906* NAVD 88     -                                                        
 TR1906  ___________________________________________________________________
 TR1906  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 TR1906  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1906
 TR1906  HORZ ORDER  -  THIRD
 TR1906
 TR1906.The horizontal coordinates were established by classical geodetic methods
 TR1906.and adjusted by the National Geodetic Survey in December 1991..
 TR1906
 TR1906
 TR1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1906
 TR1906.The geoid height was determined by GEOID03.
 TR1906
 TR1906;                    North         East     Units Scale Factor Converg.
 TR1906;SPC WA N     -   169,394.477   369,016.865   MT  0.99996565   -1 19 12.0
 TR1906;SPC WA N     -   555,755.05  1,210,682.83   sFT  0.99996565   -1 19 12.0
 TR1906;UTM  10      - 5,373,058.903   529,077.428   MT  0.99961039   +0 17 41.7
 TR1906
 TR1906                          SUPERSEDED SURVEY CONTROL
 TR1906
 TR1906  NAD 83(1986)-  48 30 35.90503(N)    122 36 22.69387(W) AD(       ) 4
 TR1906  NAD 27      -  48 30 36.52300(N)    122 36 18.08000(W) AD(       ) 3
 TR1906
 TR1906.Superseded values are not recommended for survey control.
 TR1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1906.See file dsdata.txt to determine how the superseded data were derived.
 TR1906
 TR1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2907773059(NAD 83)
 TR1906
 TR1906  HISTORY     - Date     Condition        Report By
 TR1906  HISTORY     - 1940     MONUMENTED       CGS
 TR1906  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1906  HISTORY     - 1988     GOOD             USPSQD
 TR1906  HISTORY     - 20010417 MARK NOT FOUND   INDIV
 TR1906
 TR1906                          STATION DESCRIPTION
 TR1906
 TR1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (BHR)
 TR1906'ON WEST SIDE OF FIDALGO BAY ABOUT 1/2 MILE SOUTHWEST OF
 TR1906'SOUTHERLY POINT OF CAPSANTE, IN ANACORTES.
 TR1906'
 TR1906'STACK IS OF STEEL AND IS THE HIGHEST STACK OF THAT MATERIAL
 TR1906'ON THE PROPERTY OF THE MORRISON MILL COMPANY.  THE STATION IS NOT
 TR1906'MARKED.
 TR1906
 TR1906                          STATION RECOVERY (1953)
 TR1906
 TR1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1906'STATION LOST.  STEEL STACK HAS BEEN TORN DOWN.
 TR1906
 TR1906                          STATION RECOVERY (1988)
 TR1906
 TR1906'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TR1906'RECOVERED IN GOOD CONDITION.
 TR1906
 TR1906                          STATION RECOVERY (2001)
 TR1906
 TR1906'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DWH)
 TR1906'PER 1953 RECOVERY NOTE, NO SUCH STATION.  PERHAPS 1988 RECOVERY
 TR1906'CONFUSED IT WITH NEARBY BRICK STACK (PID TR1905 - DEMOLISHED MARCH
 TR1906'2001).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1948 ***********************************************************************
 TR1948  DESIGNATION -  ANACORTES NOR FISHERIES FLAG
 TR1948  PID         -  TR1948
 TR1948  STATE/COUNTY-  WA/SKAGIT
 TR1948  USGS QUAD   -  CYPRESS ISLAND (1994)
 TR1948
 TR1948                         *CURRENT SURVEY CONTROL
 TR1948  ___________________________________________________________________
 TR1948* NAD 83(1991)-  48 30 54.72348(N)    122 37 59.92099(W)     ADJUSTED  
 TR1948* NAVD 88     -                                                        
 TR1948  ___________________________________________________________________
 TR1948  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 TR1948  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1948
 TR1948  HORZ ORDER  -  THIRD
 TR1948
 TR1948.The horizontal coordinates were established by classical geodetic methods
 TR1948.and adjusted by the National Geodetic Survey in December 1991..
 TR1948
 TR1948
 TR1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1948
 TR1948.The geoid height was determined by GEOID03.
 TR1948
 TR1948;                    North         East     Units Scale Factor Converg.
 TR1948;SPC WA N     -   170,022.032   367,035.467   MT  0.99996628   -1 20 24.4
 TR1948;SPC WA N     -   557,813.95  1,204,182.19   sFT  0.99996628   -1 20 24.4
 TR1948;UTM  10      - 5,373,630.167   527,079.844   MT  0.99960901   +0 16 28.9
 TR1948
 TR1948                          SUPERSEDED SURVEY CONTROL
 TR1948
 TR1948  NAD 83(1986)-  48 30 54.72679(N)    122 37 59.92479(W) AD(       ) 4
 TR1948  NAD 27      -  48 30 55.35300(N)    122 37 55.30500(W) AD(       ) 3
 TR1948
 TR1948.Superseded values are not recommended for survey control.
 TR1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1948.See file dsdata.txt to determine how the superseded data were derived.
 TR1948
 TR1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2708073630(NAD 83)
 TR1948
 TR1948  HISTORY     - Date     Condition        Report By
 TR1948  HISTORY     - UNK      MONUMENTED
 TR1948  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1948
 TR1948                          STATION DESCRIPTION
 TR1948
 TR1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1948'STATION LOST.  THERE IS NO FLAGPOLE ON THE BUILDINGS IN THIS
 TR1948'VICINITY.  MOST ARE ABANDONED AND FALLING TO RUIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1917 ***********************************************************************
 TR1917  DESIGNATION -  ANACORTES NW DOCK FLAGPOLE
 TR1917  PID         -  TR1917
 TR1917  STATE/COUNTY-  WA/SKAGIT
 TR1917  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1917
 TR1917                         *CURRENT SURVEY CONTROL
 TR1917  ___________________________________________________________________
 TR1917* NAD 83(1991)-  48 31 13.99248(N)    122 37 00.10515(W)     ADJUSTED  
 TR1917* NAVD 88     -                                                        
 TR1917  ___________________________________________________________________
 TR1917  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 TR1917  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1917
 TR1917  HORZ ORDER  -  THIRD
 TR1917
 TR1917.The horizontal coordinates were established by classical geodetic methods
 TR1917.and adjusted by the National Geodetic Survey in December 1991..
 TR1917
 TR1917
 TR1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1917
 TR1917.The geoid height was determined by GEOID03.
 TR1917
 TR1917;                    North         East     Units Scale Factor Converg.
 TR1917;SPC WA N     -   170,588.477   368,276.427   MT  0.99996694   -1 19 39.9
 TR1917;SPC WA N     -   559,672.36  1,208,253.58   sFT  0.99996694   -1 19 39.9
 TR1917;UTM  10      - 5,374,231.144   528,303.910   MT  0.99960984   +0 17 13.8
 TR1917
 TR1917                          SUPERSEDED SURVEY CONTROL
 TR1917
 TR1917  NAD 83(1986)-  48 31 13.99582(N)    122 37 00.10925(W) AD(       ) 4
 TR1917  NAD 27      -  48 31 14.61900(N)    122 36 55.49300(W) AD(       ) 3
 TR1917
 TR1917.Superseded values are not recommended for survey control.
 TR1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1917.See file dsdata.txt to determine how the superseded data were derived.
 TR1917
 TR1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2830474231(NAD 83)
 TR1917
 TR1917  HISTORY     - Date     Condition        Report By
 TR1917  HISTORY     - UNK      MONUMENTED
 TR1917  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1917  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 TR1917
 TR1917                          STATION DESCRIPTION
 TR1917
 TR1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1917'STATION LOST.  THE DOCK IN THIS AREA IS IN RUINS AND THERE IS NO
 TR1917'FLAGPOLE.
 TR1917
 TR1917                          STATION RECOVERY (2004)
 TR1917
 TR1917'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 TR1917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1233 ***********************************************************************
 TR1233  DESIGNATION -  ANACORTES PLYWOOD CO STACK
 TR1233  PID         -  TR1233
 TR1233  STATE/COUNTY-  WA/SKAGIT
 TR1233  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1233
 TR1233                         *CURRENT SURVEY CONTROL
 TR1233  ___________________________________________________________________
 TR1233* NAD 83(1991)-  48 29 40.24262(N)    122 36 03.78148(W)     ADJUSTED  
 TR1233* NAVD 88     -                                                        
 TR1233  ___________________________________________________________________
 TR1233  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 TR1233  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1233
 TR1233  HORZ ORDER  -  THIRD
 TR1233
 TR1233.The horizontal coordinates were established by classical geodetic methods
 TR1233.and adjusted by the National Geodetic Survey in December 1991..
 TR1233
 TR1233
 TR1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1233
 TR1233.The geoid height was determined by GEOID03.
 TR1233
 TR1233;                    North         East     Units Scale Factor Converg.
 TR1233;SPC WA N     -   167,666.845   369,365.325   MT  0.99996384   -1 18 58.0
 TR1233;SPC WA N     -   550,086.97  1,211,826.07   sFT  0.99996384   -1 18 58.0
 TR1233;UTM  10      - 5,371,342.385   529,474.297   MT  0.99961067   +0 17 55.6
 TR1233
 TR1233                          SUPERSEDED SURVEY CONTROL
 TR1233
 TR1233  NAD 83(1986)-  48 29 40.24742(N)    122 36 03.78631(W) AD(       ) 4
 TR1233  NAD 27      -  48 29 40.86600(N)    122 35 59.17600(W) AD(       ) 3
 TR1233
 TR1233.Superseded values are not recommended for survey control.
 TR1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1233.See file dsdata.txt to determine how the superseded data were derived.
 TR1233
 TR1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2947471342(NAD 83)
 TR1233
 TR1233  HISTORY     - Date     Condition        Report By
 TR1233  HISTORY     - 1940     MONUMENTED       CGS
 TR1233  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1233  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1233  HISTORY     - 20020518 MARK NOT FOUND   USPSQD
 TR1233
 TR1233                          STATION DESCRIPTION
 TR1233
 TR1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (BHR)
 TR1233'ON WEST SIDE OF FIDALGO BAY ABOUT 1 MILE NORTH OF WEAVERLING
 TR1233'SPIT.  THIS STACK IS OF STEEL CONSTRUCTION AND IS THE HIGHEST
 TR1233'AND ONLY TALL STACK ON THE PROPERTY OF THE ANACORTES PLYWOOD
 TR1233'COMPANY.  THE STATION IS NOT MARKED.
 TR1233
 TR1233                          STATION RECOVERY (1953)
 TR1233
 TR1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1233'NOT RECOVERED.  THERE ARE NOW TWO TALL STEEL STACKS IN THE
 TR1233'IMMEDIATE VICINITY.  INFORMATION FROM COMPANY OFFICIALS INDICATES
 TR1233'THAT THE ORIGINAL STEEL STACK WAS TORN DOWN.  STATION CONSIDERED
 TR1233'LOST.
 TR1233
 TR1233                          STATION RECOVERY (1955)
 TR1233
 TR1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1233'STATION WAS RECOVERED.  NEW DESCRIPTION FOLLOWS--
 TR1233'
 TR1233'STATION LISTED ABOVE IS DESIGNATED AS FIDALGO ISLAND,
 TR1233'A. P. CO. STEEL STACK IN THE 1940 DESCRIPTION.  STATION IS ON THE
 TR1233'W SIDE OF FIDALGO BAY ABOUT 1 MI. N OF WEAVERLING SPIT.  THIS
 TR1233'STACK IS THE E OF TWO STACKS PRACTICALLY IDENTICAL IN SIZE AND
 TR1233'HEIGHT.  THE W STACK IS APPROXIMATELY 30 M. FROM THE STATION.
 TR1233'BOTH STACKS ARE ON THE PROPERTY OF THE ANACORTES PLYWOOD
 TR1233'COMPANY.  STATION IS NOT MARKED.
 TR1233'
 TR1233'THIS IS AN INTERSECTION STATION.
 TR1233
 TR1233                          STATION RECOVERY (2002)
 TR1233
 TR1233'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCW)
 TR1233'STACKS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1242 ***********************************************************************
 TR1242  DESIGNATION -  ANACORTES REF SHELL OIL COLUMN
 TR1242  PID         -  TR1242
 TR1242  STATE/COUNTY-  WA/SKAGIT
 TR1242  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1242
 TR1242                         *CURRENT SURVEY CONTROL
 TR1242  ___________________________________________________________________
 TR1242* NAD 83(1991)-  48 29 38.12054(N)    122 34 05.46804(W)     ADJUSTED  
 TR1242* NAVD 88     -                                                        
 TR1242  ___________________________________________________________________
 TR1242  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 TR1242  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1242
 TR1242  HORZ ORDER  -  THIRD
 TR1242
 TR1242.The horizontal coordinates were established by classical geodetic methods
 TR1242.and adjusted by the National Geodetic Survey in December 1991..
 TR1242
 TR1242
 TR1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1242
 TR1242.The geoid height was determined by GEOID03.
 TR1242
 TR1242;                    North         East     Units Scale Factor Converg.
 TR1242;SPC WA N     -   167,546.045   371,792.152   MT  0.99996378   -1 17 29.9
 TR1242;SPC WA N     -   549,690.65  1,219,788.09   sFT  0.99996378   -1 17 29.9
 TR1242;UTM  10      - 5,371,290.046   531,902.708   MT  0.99961250   +0 19 24.2
 TR1242
 TR1242                          SUPERSEDED SURVEY CONTROL
 TR1242
 TR1242  NAD 83(1986)-  48 29 38.12547(N)    122 34 05.47450(W) AD(       ) 4
 TR1242  NAD 27      -  48 29 38.74500(N)    122 34 00.86400(W) AD(       ) 3
 TR1242
 TR1242.Superseded values are not recommended for survey control.
 TR1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1242.See file dsdata.txt to determine how the superseded data were derived.
 TR1242
 TR1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3190371290(NAD 83)
 TR1242
 TR1242  HISTORY     - Date     Condition        Report By
 TR1242  HISTORY     - 1955     FIRST OBSERVED   CGS
 TR1242  HISTORY     - 1984     GOOD             USPSQD
 TR1242  HISTORY     - 1988     GOOD             USPSQD
 TR1242
 TR1242                          STATION DESCRIPTION
 TR1242
 TR1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1242'STATION IS HIGHEST AND MOST PROMINENT OF CLUSTER OF TANKS AND
 TR1242'STACKS OF THE ANACORTES REFINERY, SHELL OIL CO., LOCATED ON MARCH
 TR1242'POINT.  STATION IS APPROXIMATELY 1500 FEET ESE OF FIDALGO BAY,
 TR1242'ABOUT 3000 FEET W OF PADILLA BAY, ABOUT 2500 FEET SSE OF THE
 TR1242'INSHORE END OF THE LARGE REFINERY WHARF CAUSEWAY.  THE STATION IS
 TR1242'ABOUT 1500 FEET E OF THE MAIN ENTRANCE TO THE REFINERY OFF
 TR1242'BAXTER ROAD ALONG FIDALGO BAY, AND IS WEST OF THE GENERAL
 TR1242'CLUSTER OF TANKS AND STACKS IN THE IMMEDIATE VICINITY.  THE CRUDE
 TR1242'COLUMN IS 190 FEET ABOVE GROUND AND IS COVERED WITH ALUMINUM
 TR1242'SHEETING.
 TR1242
 TR1242                          STATION RECOVERY (1984)
 TR1242
 TR1242'RECOVERY NOTE BY US POWER SQUADRON 1984 (HSH)
 TR1242'THIS STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED
 TR1242'EXCEPT SHEETING HAS DARKENED WITH AGE.
 TR1242
 TR1242                          STATION RECOVERY (1988)
 TR1242
 TR1242'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TR1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1895 ***********************************************************************
 TR1895  DESIGNATION -  ANACORTES WEATHER MAST
 TR1895  PID         -  TR1895
 TR1895  STATE/COUNTY-  WA/SKAGIT
 TR1895  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1895
 TR1895                         *CURRENT SURVEY CONTROL
 TR1895  ___________________________________________________________________
 TR1895* NAD 83(1991)-  48 31 17.71480(N)    122 36 44.09390(W)     ADJUSTED  
 TR1895* NAVD 88     -                                                        
 TR1895  ___________________________________________________________________
 TR1895  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 TR1895  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1895
 TR1895  HORZ ORDER  -  THIRD
 TR1895
 TR1895.The horizontal coordinates were established by classical geodetic methods
 TR1895.and adjusted by the National Geodetic Survey in December 1991..
 TR1895
 TR1895
 TR1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1895
 TR1895.The geoid height was determined by GEOID03.
 TR1895
 TR1895;                    North         East     Units Scale Factor Converg.
 TR1895;SPC WA N     -   170,695.818   368,607.534   MT  0.99996706   -1 19 28.0
 TR1895;SPC WA N     -   560,024.53  1,209,339.88   sFT  0.99996706   -1 19 28.0
 TR1895;UTM  10      - 5,374,347.732   528,631.744   MT  0.99961007   +0 17 25.8
 TR1895
 TR1895                          SUPERSEDED SURVEY CONTROL
 TR1895
 TR1895  NAD 83(1986)-  48 31 17.71814(N)    122 36 44.09813(W) AD(       ) 4
 TR1895  NAD 27      -  48 31 18.33900(N)    122 36 39.48200(W) AD(       ) 3
 TR1895
 TR1895.Superseded values are not recommended for survey control.
 TR1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1895.See file dsdata.txt to determine how the superseded data were derived.
 TR1895
 TR1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2863274348(NAD 83)
 TR1895
 TR1895  HISTORY     - Date     Condition        Report By
 TR1895  HISTORY     - UNK      MONUMENTED
 TR1895  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1895  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 TR1895
 TR1895                          STATION DESCRIPTION
 TR1895
 TR1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1895'STATION DESTROYED.  THIS WEATHER MAST WAS COMPLETELY DISMANTLED
 TR1895'SEVERAL YEARS AGO ACCORDING TO THE PORT OF ANACORTES HARBORMASTER.
 TR1895
 TR1895                          STATION RECOVERY (2004)
 TR1895
 TR1895'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 TR1895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1641 ***********************************************************************
 RZ1641  DESIGNATION -  ANATONE
 RZ1641  PID         -  RZ1641
 RZ1641  STATE/COUNTY-  WA/ASOTIN
 RZ1641  USGS QUAD   -  ANATONE (1995)
 RZ1641
 RZ1641                         *CURRENT SURVEY CONTROL
 RZ1641  ___________________________________________________________________
 RZ1641* NAD 83(1991)-  46 09 31.78040(N)    117 08 41.75065(W)     ADJUSTED  
 RZ1641* NAVD 88     -      1081.3    (meters)    3548.     (feet)  VERTCON   
 RZ1641  ___________________________________________________________________
 RZ1641  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 RZ1641  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 RZ1641
 RZ1641  HORZ ORDER  -  FIRST
 RZ1641
 RZ1641.The horizontal coordinates were established by classical geodetic methods
 RZ1641.and adjusted by the National Geodetic Survey in December 1991..
 RZ1641
 RZ1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1641
 RZ1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1641
 RZ1641.The geoid height was determined by GEOID03.
 RZ1641
 RZ1641;                    North         East     Units Scale Factor Converg.
 RZ1641;SPC WA S     -    97,263.809   759,056.967   MT  0.99994211   +2 26 13.6
 RZ1641;SPC WA S     -   319,106.35  2,490,339.40   sFT  0.99994211   +2 26 13.6
 RZ1641;UTM  11      - 5,111,704.814   488,809.832   MT  0.99960154   -0 06 16.3
 RZ1641
 RZ1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1641!SPC WA S     -   0.99983325  x   0.99994211  =   0.99977537
 RZ1641!UTM  11      -   0.99983325  x   0.99960154  =   0.99943485
 RZ1641
 RZ1641:                Primary Azimuth Mark                     Grid Az
 RZ1641:SPC WA S     -  ANATONE AZ MK                            128 15 50.2
 RZ1641:UTM  11      -  ANATONE AZ MK                            130 48 20.1
 RZ1641
 RZ1641|---------------------------------------------------------------------|
 RZ1641| PID    Reference Object                     Distance      Geod. Az  |
 RZ1641|                                                           dddmmss.s |
 RZ1641| CF4368 ANATONE AZ MK                                      1304203.8 |
 RZ1641| CF4369 ANATONE RM 1                         18.014 METERS 18135     |
 RZ1641| CF4370 ANATONE RM 2                         16.027 METERS 27344     |
 RZ1641|---------------------------------------------------------------------|
 RZ1641
 RZ1641                          SUPERSEDED SURVEY CONTROL
 RZ1641
 RZ1641  NAD 83(1991)-  46 09 31.78041(N)    117 08 41.75085(W) AD(       ) 1
 RZ1641  NAD 83(1986)-  46 09 31.78592(N)    117 08 41.74766(W) AD(       ) 1
 RZ1641  NAD 27      -  46 09 32.23052(N)    117 08 38.17915(W) AD(       ) 1
 RZ1641  NGVD 29 (07/19/86) 1080.2    (m)         3544.     (f) VERT ANG       
 RZ1641
 RZ1641.Superseded values are not recommended for survey control.
 RZ1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1641.See file dsdata.txt to determine how the superseded data were derived.
 RZ1641
 RZ1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM8881011705(NAD 83)
 RZ1641_MARKER: DS = TRIANGULATION STATION DISK
 RZ1641_SETTING: 0 = UNSPECIFIED SETTING
 RZ1641
 RZ1641  HISTORY     - Date     Condition        Report By
 RZ1641  HISTORY     - 1945     MONUMENTED       CGS
 RZ1641
 RZ1641                          STATION DESCRIPTION
 RZ1641
 RZ1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ1641'THE STATION IS LOCATED ABOUT 2.0 MILES NW OF ANATONE, ABOUT 0.2
 RZ1641'MILE N OF A CROSSROADS INTERSECTION, 38.5 FEET S OF POWER LINE
 RZ1641'POLE 15, 26 FEET E OF THE CENTER OF A GRADED ROAD, AND 1 FOOT W
 RZ1641'OF A WIRE FENCE.
 RZ1641'
 RZ1641'TO REACH FROM THE POST OFFICE AT ANATONE, GO N ON THE GRADED
 RZ1641'ROAD FOR 1.8 MILES.  TURN LEFT, W, AND GO 1.5 MILES.  TURN RIGHT,
 RZ1641'N, AND GO 0.2 MILE TO THE HIGH GROUND AND THE STATION.
 RZ1641'
 RZ1641'THE STATION IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH
 RZ1641'CAST-IRON SOIL PIPE WHICH PROJECTS 6 INCHES AND IS STAMPED
 RZ1641'ANATONE 1945.
 RZ1641'
 RZ1641'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 RZ1641'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND IS ON THE SAME
 RZ1641'ELEVATION AS THE STATION.  THE DISK IS STAMPED ANATONE NO 1
 RZ1641'1945.  THIS MARK IS LOCATED 26 FEET E OF THE CENTER OF THE GRADED
 RZ1641'ROAD AND 6 INCHES W OF A WIRE FENCE.
 RZ1641'
 RZ1641'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 RZ1641'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND IS ON THE SAME
 RZ1641'ELEVATION AS THE STATION.  THE DISK IS STAMPED ANATONE NO 2
 RZ1641'1945.  THIS DISK IS LOCATED 27 FEET W OF THE CENTER OF A GRADED
 RZ1641'ROAD AND 1 FOOT E OF A WIRE FENCE.
 RZ1641'
 RZ1641'THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE SE OF THE STATION,
 RZ1641'100 FEET E OF THE POINT WHERE THE ROAD STARTS DOWN A SMALL GRADE,
 RZ1641'25.5 FEET N OF THE CENTER OF A GRADED ROAD, AND 1 FOOT S OF A
 RZ1641'WIRE FENCE.  THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN
 RZ1641'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  THE
 RZ1641'DISK IS STAMPED ANATONE 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1963 ***********************************************************************
 SA1963  DESIGNATION -  ANCHOR CANYON LIGHT 17
 SA1963  PID         -  SA1963
 SA1963  STATE/COUNTY-  WA/FRANKLIN
 SA1963  USGS QUAD   -  PAGE (1991)
 SA1963
 SA1963                         *CURRENT SURVEY CONTROL
 SA1963  ___________________________________________________________________
 SA1963* NAD 83(1991)-  46 21 26.60507(N)    118 44 57.32863(W)     ADJUSTED  
 SA1963* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 SA1963  ___________________________________________________________________
 SA1963  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 SA1963  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SA1963
 SA1963  HORZ ORDER  -  THIRD
 SA1963
 SA1963.The horizontal coordinates were established by classical geodetic methods
 SA1963.and adjusted by the National Geodetic Survey in December 1991..
 SA1963
 SA1963.The orthometric height was scaled from a topographic map.
 SA1963
 SA1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1963
 SA1963.The geoid height was determined by GEOID03.
 SA1963
 SA1963;                    North         East     Units Scale Factor Converg.
 SA1963;SPC WA S     -   115,318.557   634,720.938   MT  0.99992246   +1 16 18.2
 SA1963;SPC WA S     -   378,340.97  2,082,413.61   sFT  0.99992246   +1 16 18.2
 SA1963;UTM  11      - 5,135,244.079   365,426.584   MT  0.99982262   -1 15 57.8
 SA1963
 SA1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1963!SPC WA S     -   0.99998128  x   0.99992246  =   0.99990374
 SA1963!UTM  11      -   0.99998128  x   0.99982262  =   0.99980390
 SA1963
 SA1963                          SUPERSEDED SURVEY CONTROL
 SA1963
 SA1963  NAD 83(1991)-  46 21 26.60524(N)    118 44 57.32972(W) AD(       ) 4
 SA1963  NAD 83(1986)-  46 21 26.61260(N)    118 44 57.31960(W) AD(       ) 4
 SA1963  NAD 27      -  46 21 27.11600(N)    118 44 53.33700(W) AD(       ) 3
 SA1963
 SA1963.Superseded values are not recommended for survey control.
 SA1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1963.See file dsdata.txt to determine how the superseded data were derived.
 SA1963
 SA1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM6542735244(NAD 83)
 SA1963_MARK LOGO: CGS   
 SA1963
 SA1963  HISTORY     - Date     Condition        Report By
 SA1963  HISTORY     - 1962     MONUMENTED       CGS
 SA1963
 SA1963                          STATION DESCRIPTION
 SA1963
 SA1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SA1963'SEE STATION MIX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2070 ***********************************************************************
 SA2070  DESIGNATION -  ANCHOR CANYON LIGHT 15
 SA2070  PID         -  SA2070
 SA2070  STATE/COUNTY-  WA/FRANKLIN
 SA2070  USGS QUAD   -  LEVEY (1991)
 SA2070
 SA2070                         *CURRENT SURVEY CONTROL
 SA2070  ___________________________________________________________________
 SA2070* NAD 83(1991)-  46 20 47.06336(N)    118 45 24.91741(W)     ADJUSTED  
 SA2070* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 SA2070  ___________________________________________________________________
 SA2070  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 SA2070  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SA2070
 SA2070  HORZ ORDER  -  THIRD
 SA2070
 SA2070.The horizontal coordinates were established by classical geodetic methods
 SA2070.and adjusted by the National Geodetic Survey in December 1991..
 SA2070
 SA2070.The orthometric height was scaled from a topographic map.
 SA2070
 SA2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2070
 SA2070.The geoid height was determined by GEOID03.
 SA2070
 SA2070;                    North         East     Units Scale Factor Converg.
 SA2070;SPC WA S     -   114,084.949   634,158.295   MT  0.99992323   +1 15 58.2
 SA2070;SPC WA S     -   374,293.70  2,080,567.67   sFT  0.99992323   +1 15 58.2
 SA2070;UTM  11      - 5,134,036.712   364,809.935   MT  0.99982466   -1 16 16.9
 SA2070
 SA2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2070!SPC WA S     -   0.99998081  x   0.99992323  =   0.99990404
 SA2070!UTM  11      -   0.99998081  x   0.99982466  =   0.99980547
 SA2070
 SA2070                          SUPERSEDED SURVEY CONTROL
 SA2070
 SA2070  NAD 83(1991)-  46 20 47.06368(N)    118 45 24.91819(W) AD(       ) 4
 SA2070  NAD 83(1986)-  46 20 47.07085(N)    118 45 24.90845(W) AD(       ) 4
 SA2070  NAD 27      -  46 20 47.57400(N)    118 45 20.92500(W) AD(       ) 3
 SA2070
 SA2070.Superseded values are not recommended for survey control.
 SA2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2070.See file dsdata.txt to determine how the superseded data were derived.
 SA2070
 SA2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM6481034037(NAD 83)
 SA2070_MARK LOGO: CGS   
 SA2070
 SA2070  HISTORY     - Date     Condition        Report By
 SA2070  HISTORY     - 1962     MONUMENTED       CGS
 SA2070
 SA2070                          STATION DESCRIPTION
 SA2070
 SA2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA2070'REFER TO DESCRIPTION OF STATION DIG 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1958 ***********************************************************************
 SA1958  DESIGNATION -  ANCHOR RAPIDS LIGHT 22
 SA1958  PID         -  SA1958
 SA1958  STATE/COUNTY-  WA/WALLA WALLA
 SA1958  USGS QUAD   -  PAGE (1991)
 SA1958
 SA1958                         *CURRENT SURVEY CONTROL
 SA1958  ___________________________________________________________________
 SA1958* NAD 83(1991)-  46 21 32.69878(N)    118 42 02.85155(W)     ADJUSTED  
 SA1958* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 SA1958  ___________________________________________________________________
 SA1958  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 SA1958  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SA1958
 SA1958  HORZ ORDER  -  THIRD
 SA1958
 SA1958.The horizontal coordinates were established by classical geodetic methods
 SA1958.and adjusted by the National Geodetic Survey in December 1991..
 SA1958
 SA1958.The orthometric height was scaled from a topographic map.
 SA1958
 SA1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1958
 SA1958.The geoid height was determined by GEOID03.
 SA1958
 SA1958;                    North         East     Units Scale Factor Converg.
 SA1958;SPC WA S     -   115,590.576   638,445.493   MT  0.99992234   +1 18 25.0
 SA1958;SPC WA S     -   379,233.41  2,094,633.25   sFT  0.99992234   +1 18 25.0
 SA1958;UTM  11      - 5,135,350.898   369,159.136   MT  0.99981044   -1 13 51.6
 SA1958
 SA1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1958!SPC WA S     -   0.99997986  x   0.99992234  =   0.99990220
 SA1958!UTM  11      -   0.99997986  x   0.99981044  =   0.99979030
 SA1958
 SA1958                          SUPERSEDED SURVEY CONTROL
 SA1958
 SA1958  NAD 83(1991)-  46 21 32.69926(N)    118 42 02.85307(W) AD(       ) 4
 SA1958  NAD 83(1986)-  46 21 32.70624(N)    118 42 02.84246(W) AD(       ) 4
 SA1958  NAD 27      -  46 21 33.21000(N)    118 41 58.86700(W) AD(       ) 3
 SA1958
 SA1958.Superseded values are not recommended for survey control.
 SA1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1958.See file dsdata.txt to determine how the superseded data were derived.
 SA1958
 SA1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM6915935351(NAD 83)
 SA1958_MARK LOGO: NONE  
 SA1958
 SA1958  HISTORY     - Date     Condition        Report By
 SA1958  HISTORY     - 1962     MONUMENTED       CGS
 SA1958
 SA1958                          STATION DESCRIPTION
 SA1958
 SA1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (FN)
 SA1958'REFER TO DESCRIPTION OF STATION SEM 1962 FOR GENERAL LOCATION AND
 SA1958'DIRECTIONS TO REACH THE LIGHT.
 SA1958'
 SA1958'STATION IS THE CENTER OF THE TOP OF THE GLOBE ON LIGHT 22.  IT IS
 SA1958'33.29 FEET NORTH OF STATION SEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1960 ***********************************************************************
 SA1960  DESIGNATION -  ANCHOR RAPIDS LIGHT 23
 SA1960  PID         -  SA1960
 SA1960  STATE/COUNTY-  WA/FRANKLIN
 SA1960  USGS QUAD   -  PAGE (1991)
 SA1960
 SA1960                         *CURRENT SURVEY CONTROL
 SA1960  ___________________________________________________________________
 SA1960* NAD 83(1991)-  46 22 01.81318(N)    118 42 02.23532(W)     ADJUSTED  
 SA1960* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 SA1960  ___________________________________________________________________
 SA1960  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 SA1960  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SA1960
 SA1960  HORZ ORDER  -  THIRD
 SA1960
 SA1960.The horizontal coordinates were established by classical geodetic methods
 SA1960.and adjusted by the National Geodetic Survey in December 1991..
 SA1960
 SA1960.The orthometric height was scaled from a topographic map.
 SA1960
 SA1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1960
 SA1960.The geoid height was determined by GEOID03.
 SA1960
 SA1960;                    North         East     Units Scale Factor Converg.
 SA1960;SPC WA S     -   116,489.547   638,438.158   MT  0.99992180   +1 18 25.4
 SA1960;SPC WA S     -   382,182.79  2,094,609.19   sFT  0.99992180   +1 18 25.4
 SA1960;UTM  11      - 5,136,249.213   369,191.613   MT  0.99981033   -1 13 51.8
 SA1960
 SA1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1960!SPC WA S     -   0.99998174  x   0.99992180  =   0.99990354
 SA1960!UTM  11      -   0.99998174  x   0.99981033  =   0.99979207
 SA1960
 SA1960                          SUPERSEDED SURVEY CONTROL
 SA1960
 SA1960  NAD 83(1991)-  46 22 01.81353(N)    118 42 02.23691(W) AD(       ) 4
 SA1960  NAD 83(1986)-  46 22 01.82065(N)    118 42 02.22620(W) AD(       ) 4
 SA1960  NAD 27      -  46 22 02.32600(N)    118 41 58.25100(W) AD(       ) 3
 SA1960
 SA1960.Superseded values are not recommended for survey control.
 SA1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1960.See file dsdata.txt to determine how the superseded data were derived.
 SA1960
 SA1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM6919236249(NAD 83)
 SA1960_MARK LOGO: CGS   
 SA1960
 SA1960  HISTORY     - Date     Condition        Report By
 SA1960  HISTORY     - 1962     MONUMENTED       CGS
 SA1960
 SA1960                          STATION DESCRIPTION
 SA1960
 SA1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA1960'REFER TO DESCRIPTION OF STATION PIT 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3081 ***********************************************************************
 SY3081  DESIGNATION -  AND
 SY3081  PID         -  SY3081
 SY3081  STATE/COUNTY-  WA/PIERCE
 SY3081  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3081
 SY3081                         *CURRENT SURVEY CONTROL
 SY3081  ___________________________________________________________________
 SY3081* NAD 83(1991)-  47 07 48.62510(N)    122 42 54.43713(W)     ADJUSTED  
 SY3081* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY3081  ___________________________________________________________________
 SY3081  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 SY3081  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 SY3081
 SY3081  HORZ ORDER  -  SECOND
 SY3081
 SY3081.The horizontal coordinates were established by classical geodetic methods
 SY3081.and adjusted by the National Geodetic Survey in December 1991..
 SY3081
 SY3081.The orthometric height was scaled from a topographic map.
 SY3081
 SY3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3081
 SY3081.The geoid height was determined by GEOID03.
 SY3081
 SY3081;                    North         East     Units Scale Factor Converg.
 SY3081;SPC WA S     -   202,083.764   331,965.184   MT  0.99995986   -1 36 32.6
 SY3081;SPC WA S     -   663,003.15  1,089,122.44   sFT  0.99995986   -1 36 32.6
 SY3081;UTM  10      - 5,219,669.365   521,605.393   MT  0.99960574   +0 12 31.6
 SY3081
 SY3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3081!SPC WA S     -   1.00000302  x   0.99995986  =   0.99996288
 SY3081!UTM  10      -   1.00000302  x   0.99960574  =   0.99960876
 SY3081
 SY3081|---------------------------------------------------------------------|
 SY3081| PID    Reference Object                     Distance      Geod. Az  |
 SY3081|                                                           dddmmss.s |
 SY3081| CE3334 AND RM 2                             16.012 METERS 10523     |
 SY3081| SY3129 TREB                                APPROX. 2.9 KM 3185158.5 |
 SY3081| CE3333 AND RM 1                             19.019 METERS 35605     |
 SY3081|---------------------------------------------------------------------|
 SY3081
 SY3081                          SUPERSEDED SURVEY CONTROL
 SY3081
 SY3081  NAD 83(1986)-  47 07 48.62000(N)    122 42 54.44639(W) AD(       ) 2
 SY3081  NAD 27      -  47 07 49.26200(N)    122 42 49.99200(W) AD(       ) 2
 SY3081
 SY3081.Superseded values are not recommended for survey control.
 SY3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3081.See file dsdata.txt to determine how the superseded data were derived.
 SY3081
 SY3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2160519669(NAD 83)
 SY3081_MARKER: DS = TRIANGULATION STATION DISK
 SY3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3081
 SY3081  HISTORY     - Date     Condition        Report By
 SY3081  HISTORY     - 1924     MONUMENTED       CGS
 SY3081  HISTORY     - 1935     GOOD             CGS
 SY3081  HISTORY     - 1977     MARK NOT FOUND   NGS
 SY3081
 SY3081                          STATION DESCRIPTION
 SY3081
 SY3081'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3081'STATION LOCATED ON SOUTHERN END OF ANDERSON ISLAND AND ABOUT 200
 SY3081'YARDS W OF THOMPSON COVE.  IT IS LOCATED ON THE BEACH AND IS
 SY3081'COVERED AT HIGH TIDE.  THERE IS A CLIFF ABOUT 25 YARDS FROM THE
 SY3081'STATION.
 SY3081'
 SY3081'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3081'CONCRETE.
 SY3081'
 SY3081'TWO REFERENCE MARKS ARE ALONG THE BEACH ON EITHER SIDE OF THE
 SY3081'STATION.
 SY3081'
 SY3081'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3081
 SY3081                          STATION RECOVERY (1935)
 SY3081
 SY3081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3081'STATION RECOVERED.  REFERENCE MARKS NOT FOUND.
 SY3081'
 SY3081'LOCATED ON SOUTHERN END OF ANDERSON ISLAND, ON ROUNDING POINT
 SY3081'ABOUT 3/4 MILE W OF LYLE POINT.  STATION IS AT THE WESTERN END OF
 SY3081'THIS ROUNDING POINT AND ABOUT 600 METERS W OF A SMALL
 SY3081'COVE.  STATION MONUMENT IS ON GRAVEL BEACH, ABOUT 2 FEET BELOW THE
 SY3081'HIGH-WATER LEVEL AND 20 METERS FROM BARE, VERTICAL BLUFF.  IT
 SY3081'PROJECTS 2 INCHES ABOVE THE BEACH SURFACE.
 SY3081
 SY3081                          STATION RECOVERY (1977)
 SY3081
 SY3081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CA)
 SY3081'THE STATION AND REFERENCE MARKS WERE NOT FOUND AFTER A ONE MAN-HOUR
 SY3081'SEARCH.  UNABLE TO LOCATE BARE VERTICAL CLIFF DUE TO CHANGING
 SY3081'VEGETATION AS DESCRIBED IN 1924 BY AHW.
 SY3081'
 SY3081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3081'5-1/2 MILES SW OF STEILACOOM, WASHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3375 ***********************************************************************
 RD3375  DESIGNATION -  ANDERSON
 RD3375  PID         -  RD3375
 RD3375  STATE/COUNTY-  WA/CLARK
 RD3375  USGS QUAD   -  VANCOUVER (1990)
 RD3375
 RD3375                         *CURRENT SURVEY CONTROL
 RD3375  ___________________________________________________________________
 RD3375* NAD 83(1991)-  45 41 52.84629(N)    122 42 38.60486(W)     ADJUSTED  
 RD3375* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 RD3375  ___________________________________________________________________
 RD3375  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 RD3375  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 RD3375
 RD3375  HORZ ORDER  -  THIRD
 RD3375
 RD3375.The horizontal coordinates were established by classical geodetic methods
 RD3375.and adjusted by the National Geodetic Survey in December 1991..
 RD3375
 RD3375.The orthometric height was scaled from a topographic map.
 RD3375
 RD3375.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3375
 RD3375.The geoid height was determined by GEOID03.
 RD3375
 RD3375;                    North         East     Units Scale Factor Converg.
 RD3375;SPC WA S     -    42,947.559   327,837.605   MT  1.00003342   -1 36 21.1
 RD3375;SPC WA S     -   140,903.78  1,075,580.54   sFT  1.00003342   -1 36 21.1
 RD3375;SPC OR N     -   228,085.897 2,327,853.107   MT  0.99993724   -1 34 04.1
 RD3375;SPC OR N     -   748,313.31  7,637,313.34   iFT  0.99993724   -1 34 04.1
 RD3375;UTM  10      - 5,060,536.227   522,520.885   MT  0.99960624   +0 12 25.3
 RD3375
 RD3375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3375!SPC WA S     -   0.99999478  x   1.00003342  =   1.00002820
 RD3375!SPC OR N     -   0.99999478  x   0.99993724  =   0.99993202
 RD3375!UTM  10      -   0.99999478  x   0.99960624  =   0.99960102
 RD3375
 RD3375|---------------------------------------------------------------------|
 RD3375| PID    Reference Object                     Distance      Geod. Az  |
 RD3375|                                                           dddmmss.s |
 RD3375| CE2265 ANDERSON RM 2                        16.520 METERS 05824     |
 RD3375| RD3189 VANCOUVER UPSTREAM 1 OF 5 STKS      APPROX. 8.5 KM 1632656.7 |
 RD3375| RD3393 FRUIT VALLEY HOMES ELEV TANK        APPROX. 5.9 KM 1665703.3 |
 RD3375| RD3355 VANCOUVER ALCOA STACK               APPROX. 5.7 KM 1972122.0 |
 RD3375| CE2264 ANDERSON RM 1                        19.205 METERS 32432     |
 RD3375|---------------------------------------------------------------------|
 RD3375
 RD3375                          SUPERSEDED SURVEY CONTROL
 RD3375
 RD3375  NAD 83(1991)-  45 41 52.84630(N)    122 42 38.60488(W) AD(       ) 3
 RD3375  NAD 83(1986)-  45 41 52.86414(N)    122 42 38.60566(W) AD(       ) 3
 RD3375  NAD 27      -  45 41 53.44400(N)    122 42 34.24300(W) AD(       ) 3
 RD3375
 RD3375.Superseded values are not recommended for survey control.
 RD3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3375.See file dsdata.txt to determine how the superseded data were derived.
 RD3375
 RD3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2252160536(NAD 83)
 RD3375_MARKER: DS = TRIANGULATION STATION DISK
 RD3375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD3375
 RD3375  HISTORY     - Date     Condition        Report By
 RD3375  HISTORY     - 1946     MONUMENTED       CGS
 RD3375  HISTORY     - 1952     MARK NOT FOUND   USGS
 RD3375
 RD3375                          STATION DESCRIPTION
 RD3375
 RD3375'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3375'THE STATION IS LOCATED ABOUT 4 MILES NNW OF VANCOUVER, WASHINGTON,
 RD3375'ON THE TOP OF A BLUFF OVERLOOKING VANCOUVER LAKE.  IT LIES AT THE
 RD3375'EAST EDGE OF THE N.P.R.R. TRACK, AT THE WEST EDGE OF A PRUNE
 RD3375'ORCHARD ON THE PROPERTY OF MR. M.H. ANDERSON.  IT IS 6.5 METERS S
 RD3375'OF THE CENTER LINE OF THE PRIVATE ROAD LEADING TO THE ANDERSON
 RD3375'HOME, 1.0 METER E OF THE FENCE AT THE TOP OF THE BLUFF, AND 3
 RD3375'METERS S OF A CORNER IN THE FENCE LINE.  THE STATION IS A STANDARD
 RD3375'TRIANGULATION DISK STAMPED ANDERSON 1946, SET IN THE TOP OF
 RD3375'AN 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 RD3375'ABOVE THE GROUND.
 RD3375'
 RD3375'REFERENCE MARK NO. 1 WHICH LIES NW OF THE STATION IS A STANDARD
 RD3375'REFERENCE MARK STAMPED ANDERSON NO 1 1946.  IT IS SET IN A DRILL
 RD3375'HOLE IN THE SE RETAINING WALL OF THE DRIVEWAY AROUND THE
 RD3375'ANDERSON HOME, ABOUT 0.4 METER N OF THE SOUTH END OF SAID WALL.
 RD3375'
 RD3375'REFERENCE MARK NO. 2 WHICH LIES NE OF THE STATION, IS A STANDARD
 RD3375'DISK STAMPED ANDERSON NO 2 1946.  IT IS SET IN THE TOP OF A
 RD3375'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 RD3375'GROUND, 2 METERS N OF THE CENTER LINE OF THE PRIVATE ROAD LEADING
 RD3375'TO THE ANDERSON HOME, AND 8 METERS E OF A TELEPHONE POLE.
 RD3375'
 RD3375'TO REACH THE STATION FROM CITY HALL IN VANCOUVER, GO W ON WEST
 RD3375'8TH STREET FOR 1.25 MILES TO MILLER AVENUE, TURN N ON MILLER
 RD3375'AVENUE FOR 0.5 MILE TO WEST 26TH STREET, TURN W AND GO 0.1 MILE TO
 RD3375'FRUIT VALLEY ROAD (T-1), TURN N 2.7 MILES TO A Y INTERSECTION,
 RD3375'FOLLOW LEFT FORK FOR 2 MILES TO PRIVATE ROAD W, THEN TURN W AND
 RD3375'GO TO THE END OF THE PRIVATE ROAD AND THE RESIDENCE OF
 RD3375'M.H. ANDERSON.
 RD3375
 RD3375                          STATION RECOVERY (1952)
 RD3375
 RD3375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RD3375'STATION AND REFERENCE MARK 2 WERE NOT RECOVERED.  GRADING HAS
 RD3375'BEEN DONE IN THE AREA AND THE STATION PROBABLY HAS BEEN
 RD3375'DESTROYED.  REFERENCE MARK 1 IS OKAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1000 ***********************************************************************
 TP1000  DESIGNATION -  ANDERSON
 TP1000  PID         -  TP1000
 TP1000  STATE/COUNTY-  WA/STEVENS
 TP1000  USGS QUAD   -  RICE (1992)
 TP1000
 TP1000                         *CURRENT SURVEY CONTROL
 TP1000  ___________________________________________________________________
 TP1000* NAD 83(1991)-  48 23 21.96276(N)    118 08 15.45983(W)     ADJUSTED  
 TP1000* NAVD 88     -      1000.     (meters)    3281.     (feet)  SCALED    
 TP1000  ___________________________________________________________________
 TP1000  LAPLACE CORR-           9.28  (seconds)                    DEFLEC99
 TP1000  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 TP1000
 TP1000  HORZ ORDER  -  FIRST
 TP1000
 TP1000.The horizontal coordinates were established by classical geodetic methods
 TP1000.and adjusted by the National Geodetic Survey in December 1991..
 TP1000
 TP1000.The orthometric height was scaled from a topographic map.
 TP1000
 TP1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1000
 TP1000.The geoid height was determined by GEOID03.
 TP1000
 TP1000;                    North         East     Units Scale Factor Converg.
 TP1000;SPC WA N     -   157,978.603   699,599.202   MT  0.99995347   +2 00 25.2
 TP1000;SPC WA N     -   518,301.47  2,295,268.38   sFT  0.99995347   +2 00 25.2
 TP1000;UTM  11      - 5,360,210.862   415,779.377   MT  0.99968715   -0 51 02.3
 TP1000
 TP1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1000!SPC WA N     -   0.99984605  x   0.99995347  =   0.99979953
 TP1000!UTM  11      -   0.99984605  x   0.99968715  =   0.99953325
 TP1000
 TP1000|---------------------------------------------------------------------|
 TP1000| PID    Reference Object                     Distance      Geod. Az  |
 TP1000|                                                           dddmmss.s |
 TP1000| CF1862 ANDERSON RM 2                        12.180 METERS 05243     |
 TP1000| CF1860 ANDERSON AZ MK                                     0712648.8 |
 TP1000| CF1861 ANDERSON RM 1                        11.508 METERS 30340     |
 TP1000| TP0967 COLUMBIA LOOKOUT TOWER USBR         APPROX.36.2 KM 3152504.4 |
 TP1000|---------------------------------------------------------------------|
 TP1000
 TP1000                          SUPERSEDED SURVEY CONTROL
 TP1000
 TP1000  NAD 83(1986)-  48 23 21.97206(N)    118 08 15.45841(W) AD(       ) 1
 TP1000  NAD 27      -  48 23 22.35400(N)    118 08 11.52900(W) AD(       ) 1
 TP1000
 TP1000.Superseded values are not recommended for survey control.
 TP1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1000.See file dsdata.txt to determine how the superseded data were derived.
 TP1000
 TP1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1577960211(NAD 83)
 TP1000_MARKER: Z = SEE DESCRIPTION
 TP1000_SETTING: 0 = UNSPECIFIED SETTING
 TP1000
 TP1000  HISTORY     - Date     Condition        Report By
 TP1000  HISTORY     - 1936     MONUMENTED       CGS
 TP1000
 TP1000                          STATION DESCRIPTION
 TP1000
 TP1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 TP1000'STATION IS ABOUT 4 MILES NE OF DAISY, 5 MILES SE OF RICE, AND 5
 TP1000'MILES E OF THE COLUMBIA RIVER (AIR LINE DISTANCES).  ON THE FIRST
 TP1000'HIGH RIDGE E OF THE COLUMBIA RIVER, IN SEC. T 33 N, R 37 E, ON
 TP1000'LAND OWNED BY AUGUST ANDERSON.
 TP1000'
 TP1000'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 TP1000'IN DRILL HOLES IN BOULDERS.
 TP1000'
 TP1000'AZIMUTH MARK, A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 TP1000'IN OUTCROPPING BEDROCK, IS ABOUT 1/4 MILE NE ON A BARE ROCKY RIDGE.
 TP1000'
 TP1000'SOUTH HUCKLEBERRY L.O. (AZIMUTH OBJECT) IS A LOOKOUT HOUSE
 TP1000'SITTING ON THE GROUND ABOUT 12 MILES NW (AIR LINE).
 TP1000'
 TP1000'COLUMBIA L.O. (AZIMUTH OBJECT) IS A LOOKOUT ON A TOWER ABOUT
 TP1000'17 MILES NW (AIR LINE).
 TP1000'
 TP1000'STATION REACHED FROM DAISY AS FOLLOWS--GO N ON THE HIGHWAY
 TP1000'1.8 MILES AND KEEP STRAIGHT AHEAD LEAVING HIGHWAY WHERE HIGHWAY
 TP1000'TURNS LEFT.  GO 3.1 MILES TO THE SMALL TOWN OF RICE, TURN RIGHT
 TP1000'(E) AT POST OFFICE AND GO 1.0 MILE, TURN RIGHT ON SIDE ROAD AND
 TP1000'GO 0.9 MILE, TAKE LEFT FORK AND GO 0.3 MILE, TAKE RIGHT FORK AND
 TP1000'GO 0.6 MILE, TAKE LEFT FORK AND GO 0.4 MILE TO GATE (AUGUST
 TP1000'ANDERSON BARNYARD), GO THROUGH BARNYARD BEARING RIGHT THROUGH
 TP1000'ANOTHER GATE, CONTINUE 0.5 MILE ACROSS HAY FIELD TO A GATE AT
 TP1000'A LONE PINE TREE, GO THROUGH GATE AND CROSS MEADOW TO THE FARTHEST
 TP1000'POINT.  END OF TRUCK TRAVEL.  FROM HERE TAKE TRAIL TO RIGHT
 TP1000'AND FOLLOW ABOUT 1/3 MILE TO A MEADOW.  TURN W AND CLIMB RIDGE
 TP1000'TO THE HIGHEST POINT AND THE STATION.  A 20 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1478 ***********************************************************************
 SX1478  DESIGNATION -  ANDERSON
 SX1478  PID         -  SX1478
 SX1478  STATE/COUNTY-  WA/KING
 SX1478  USGS QUAD   -  FALL CITY (1993)
 SX1478
 SX1478                         *CURRENT SURVEY CONTROL
 SX1478  ___________________________________________________________________
 SX1478* NAD 83(1991)-  47 33 24.52508(N)    121 56 11.53481(W)     ADJUSTED  
 SX1478* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 SX1478  ___________________________________________________________________
 SX1478  LAPLACE CORR-          10.56  (seconds)                    DEFLEC99
 SX1478  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 SX1478
 SX1478  HORZ ORDER  -  SECOND
 SX1478
 SX1478.The horizontal coordinates were established by classical geodetic methods
 SX1478.and adjusted by the National Geodetic Survey in December 1991..
 SX1478
 SX1478.The orthometric height was scaled from a topographic map.
 SX1478
 SX1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1478
 SX1478.The geoid height was determined by GEOID03.
 SX1478
 SX1478;                    North         East     Units Scale Factor Converg.
 SX1478;SPC WA N     -    62,502.708   416,974.059   MT  0.99998989   -0 49 16.9
 SX1478;SPC WA N     -   205,060.97  1,368,022.39   sFT  0.99998989   -0 49 16.9
 SX1478;UTM  10      - 5,267,591.639   580,006.166   MT  0.99967866   +0 47 05.4
 SX1478
 SX1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1478!SPC WA N     -   0.99995838  x   0.99998989  =   0.99994827
 SX1478!UTM  10      -   0.99995838  x   0.99967866  =   0.99963705
 SX1478
 SX1478:                Primary Azimuth Mark                     Grid Az
 SX1478:SPC WA N     -  TOLT                                     004 16 57.7
 SX1478:UTM  10      -  TOLT                                     002 40 35.4
 SX1478
 SX1478|---------------------------------------------------------------------|
 SX1478| PID    Reference Object                     Distance      Geod. Az  |
 SX1478|                                                           dddmmss.s |
 SX1478| SX1507 TOLT                                APPROX. 9.5 KM 0032740.8 |
 SX1478| CF4050 ANDERSON RM                           9.342 METERS 11726     |
 SX1478|---------------------------------------------------------------------|
 SX1478
 SX1478                          SUPERSEDED SURVEY CONTROL
 SX1478
 SX1478  NAD 83(1986)-  47 33 24.51582(N)    121 56 11.54108(W) AD(       ) 2
 SX1478  NAD 27      -  47 33 25.15400(N)    121 56 07.11400(W) AD(       ) 2
 SX1478
 SX1478.Superseded values are not recommended for survey control.
 SX1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1478.See file dsdata.txt to determine how the superseded data were derived.
 SX1478
 SX1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8000667592(NAD 83)
 SX1478
 SX1478  HISTORY     - Date     Condition        Report By
 SX1478  HISTORY     - 1937     MONUMENTED       WAGS
 SX1478
 SX1478                          STATION DESCRIPTION
 SX1478
 SX1478'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1478'STATION IS NEAR EASTERN END OF GRAND RIDGE IN LOGGED AREA NEAR
 SX1478'TOP OF N SLOPE LOOKING N DOWN SNOQUALMIE VALLEY.  THE PLACE IS
 SX1478'EASILY NOTED FROM VICINITY OF TOLT.
 SX1478'
 SX1478'LEAVE CITY CENTER REDMOND ON PAVED FALL CITY ROAD.  RUN 0.4 MILE
 SX1478'TO BUYDENS TEXACO STATION AT PAVEMENT INTERSECTION.  TAKE RIGHT
 SX1478'FORK STRAIGHT AHEAD ON PAVEMENT FOR 12.2 MILES FURTHER WHICH
 SX1478'BRINGS YOU TO A GRAVEL CROSS ROAD RUNNING ALONG W SIDE OF
 SX1478'SNOQUALMIE VALLEY.  TURN RIGHT ON GRAVEL.  RUN 0.4 MILE.  TURN
 SX1478'RIGHT OR W 0.5 MILE.  TURN LEFT INTO SIDE ROAD.  RUN 0.8
 SX1478'MILE.  SEE LOGGING ROAD RUNNING UPHILL TO RIGHT.  FOLLOW IT 0.3
 SX1478'MILE TO FOOT OF STEEP INCLINE.  (A CABLE IS USED TO LOWER
 SX1478'TRUCKS DOWN THE NEXT STRETCH.  ARRANGE THIS BEFORE PROCEEDING.)
 SX1478'THENCE S 30 DEG W UP STEEP ROAD 300 YARDS TO DONKEY HOUSE.
 SX1478'THENCE S 60 DEG E ABOUT 1/4 MILE UPHILL TO TOP END OF TRUCK
 SX1478'ROAD.  AT TOP OF TRUCK ROAD ONE SKID ROAD COMES DOWN FROM S,
 SX1478'AND ONE FROM W.  FLAG IS ON N SIDE OF THE W SKID ROAD
 SX1478'ABOUT 200 FEET S 30 DEG W FROM END OF TRUCK ROAD.  CUT SCRUB
 SX1478'MAPLE AND SMALL FIR IN LINE TO STATION AMES N 27 DEG W.  CLEAN
 SX1478'OUT LOG, LEVEL OFF SPACE AND PUT UP 4-FOOT STAND.
 SX1478'
 SX1478'IT IS UNCERTAIN WHETHER DISTANCE GIVEN IS IN METERS OR FEET.
 SX1478'
 SX1478'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-3/4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2136 ***********************************************************************
 SA2136  DESIGNATION -  ANDERSON
 SA2136  PID         -  SA2136
 SA2136  STATE/COUNTY-  WA/FRANKLIN
 SA2136  USGS QUAD   -  MESA EAST (1970)
 SA2136
 SA2136                         *CURRENT SURVEY CONTROL
 SA2136  ___________________________________________________________________
 SA2136* NAD 83(1991)-  46 32 20.64256(N)    118 53 14.02558(W)     ADJUSTED  
 SA2136* NAVD 88     -       352.8    (meters)    1157.     (feet)  VERTCON   
 SA2136  ___________________________________________________________________
 SA2136  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 SA2136  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 SA2136
 SA2136  HORZ ORDER  -  FIRST
 SA2136
 SA2136.The horizontal coordinates were established by classical geodetic methods
 SA2136.and adjusted by the National Geodetic Survey in December 1991..
 SA2136
 SA2136.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2136
 SA2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2136
 SA2136.The geoid height was determined by GEOID03.
 SA2136
 SA2136;                    North         East     Units Scale Factor Converg.
 SA2136;SPC WA S     -   135,281.545   623,692.615   MT  0.99991492   +1 10 17.4
 SA2136;SPC WA S     -   443,836.20  2,046,231.52   sFT  0.99991492   +1 10 17.4
 SA2136;UTM  11      - 5,155,674.535   355,294.453   MT  0.99985739   -1 22 12.3
 SA2136
 SA2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2136!SPC WA S     -   0.99994806  x   0.99991492  =   0.99986299
 SA2136!UTM  11      -   0.99994806  x   0.99985739  =   0.99980546
 SA2136
 SA2136:                Primary Azimuth Mark                     Grid Az
 SA2136:SPC WA S     -  MC LEANS WINDMILL                        018 33 45.0
 SA2136:UTM  11      -  MC LEANS WINDMILL                        021 06 14.7
 SA2136
 SA2136|---------------------------------------------------------------------|
 SA2136| PID    Reference Object                     Distance      Geod. Az  |
 SA2136|                                                           dddmmss.s |
 SA2136| SA2133 MC LEANS WINDMILL                   APPROX. 6.1 KM 0194402.4 |
 SA2136| CF4371 ANDERSON RM                         APPROX. 1.1 KM 1795540.0 |
 SA2136|---------------------------------------------------------------------|
 SA2136
 SA2136                          SUPERSEDED SURVEY CONTROL
 SA2136
 SA2136  NAD 83(1991)-  46 32 20.64340(N)    118 53 14.02515(W) AD(       ) 1
 SA2136  NAD 83(1986)-  46 32 20.65101(N)    118 53 14.01629(W) AD(       ) 1
 SA2136  NAD 27      -  46 32 21.15400(N)    118 53 10.01100(W) AD(       ) 1
 SA2136  NGVD 29 (07/19/86)  351.8    (m)         1154.     (f) VERT ANG       
 SA2136
 SA2136.Superseded values are not recommended for survey control.
 SA2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2136.See file dsdata.txt to determine how the superseded data were derived.
 SA2136
 SA2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM5529455675(NAD 83)
 SA2136_MARKER: DS = TRIANGULATION STATION DISK
 SA2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2136
 SA2136  HISTORY     - Date     Condition        Report By
 SA2136  HISTORY     - 1925     MONUMENTED       CGS
 SA2136
 SA2136                          STATION DESCRIPTION
 SA2136
 SA2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WHB)
 SA2136'ABOUT 10 MILES SOUTH OF CONNELL, 26 MILES TO THE NORTHWARD FROM
 SA2136'PASCO, 1/2 MILE WEST OF THE STATE HIGHWAY FROM PASCO TO CONNELL,
 SA2136'AND 1/2 MILE NORTH OF THE ANDERSON RANCH HOUSE, ON THE SECTION
 SA2136'LINE NEAR THE CENTER OF THE EAST SIDE OF SECTION 11, AND WEST SIDE
 SA2136'CENTER OF SEC. 12, T. 12 N., R. 31 E., ON LAND OWNED BY
 SA2136'W.A. ANDERSON.
 SA2136'
 SA2136'SURFACE, UNDERGROUND* AND REFERENCE MARKS ARE STANDARD BRONZE
 SA2136'DISKS SET IN CONCRETE.
 SA2136'
 SA2136'REFERENCE MARK IS ABOUT 10 METERS NORTH OF GRANARY IN THE
 SA2136'NORTHWEST CORNER OF A LOT ON THE EAST SIDE OF HIGHWAY ACROSS FROM
 SA2136'THE ANDERSON RANCH HOUSE.
 SA2136'
 SA2136'* UNDERGROUND STATION MARK IS A REFERENCE MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2368 ***********************************************************************
 SA2368  DESIGNATION -  ANDERSON
 SA2368  PID         -  SA2368
 SA2368  STATE/COUNTY-  WA/BENTON
 SA2368  USGS QUAD   -  WHITSTRAN SE (1965)
 SA2368
 SA2368                         *CURRENT SURVEY CONTROL
 SA2368  ___________________________________________________________________
 SA2368* NAD 83(1991)-  46 06 06.75530(N)    119 30 13.23835(W)     ADJUSTED  
 SA2368* NAVD 88     -       393.1    (meters)    1290.     (feet)  VERTCON   
 SA2368  ___________________________________________________________________
 SA2368  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 SA2368  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SA2368
 SA2368  HORZ ORDER  -  SECOND
 SA2368
 SA2368.The horizontal coordinates were established by classical geodetic methods
 SA2368.and adjusted by the National Geodetic Survey in December 1991..
 SA2368
 SA2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2368
 SA2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2368
 SA2368.The geoid height was determined by GEOID03.
 SA2368
 SA2368;                    North         East     Units Scale Factor Converg.
 SA2368;SPC WA S     -    85,909.892   577,030.769   MT  0.99994994   +0 43 25.4
 SA2368;SPC WA S     -   281,856.04  1,893,141.78   sFT  0.99994994   +0 43 25.4
 SA2368;UTM  11      - 5,108,414.224   306,492.870   MT  1.00006033   -1 48 16.7
 SA2368
 SA2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2368!SPC WA S     -   0.99994172  x   0.99994994  =   0.99989166
 SA2368!UTM  11      -   0.99994172  x   1.00006033  =   1.00000205
 SA2368
 SA2368:                Primary Azimuth Mark                     Grid Az
 SA2368:SPC WA S     -  T7N R26 27E SECS 7 12 13 18              092 31 14.8
 SA2368:UTM  11      -  T7N R26 27E SECS 7 12 13 18              095 02 56.9
 SA2368
 SA2368|---------------------------------------------------------------------|
 SA2368| PID    Reference Object                     Distance      Geod. Az  |
 SA2368|                                                           dddmmss.s |
 SA2368| SA2295 T7N R26 27E SECS 7 12 13 18         APPROX. 0.6 KM 0931440.2 |
 SA2368| CF4372 ANDERSON RM 1                         9.157 METERS 16054     |
 SA2368| RB1469 PORTLAND SPOKANE AWY BCN 14         APPROX.62.6 KM 2010853.7 |
 SA2368| CF4373 ANDERSON RM 2                        11.580 METERS 27300     |
 SA2368|---------------------------------------------------------------------|
 SA2368
 SA2368                          SUPERSEDED SURVEY CONTROL
 SA2368
 SA2368  NAD 83(1991)-  46 06 06.75692(N)    119 30 13.23645(W) AD(       ) 2
 SA2368  NAD 83(1986)-  46 06 06.76359(N)    119 30 13.23046(W) AD(       ) 2
 SA2368  NAD 27      -  46 06 07.28100(N)    119 30 09.14900(W) AD(       ) 2
 SA2368  NGVD 29 (07/19/86)  392.1    (m)         1286.     (f) VERT ANG       
 SA2368
 SA2368.Superseded values are not recommended for survey control.
 SA2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2368.See file dsdata.txt to determine how the superseded data were derived.
 SA2368
 SA2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM0649308414(NAD 83)
 SA2368_MARKER: DS = TRIANGULATION STATION DISK
 SA2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2368
 SA2368  HISTORY     - Date     Condition        Report By
 SA2368  HISTORY     - 1947     MONUMENTED       CGS
 SA2368  HISTORY     - 1963     GOOD             CGS
 SA2368  HISTORY     - 1982     SEE DESCRIPTION  WADNR
 SA2368
 SA2368                          STATION DESCRIPTION
 SA2368
 SA2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SA2368'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF PROSSER, ABOUT
 SA2368'8 MILES SOUTH OF KIONA, ABOUT 1.0 MILE EAST OF THE OLD HORSE HEAVEN
 SA2368'POST OFFICE, 0.4 MILE WEST OF A FENCE CORNER, 34 FEET NORTH OF THE
 SA2368'CENTER OF A TRACK ROAD AND IN AN EAST-WEST FENCE LINE.  HIGHER
 SA2368'GROUND LIES ABOUT 200 YARDS TO THE SOUTH.
 SA2368'
 SA2368'TO REACH FROM PROSSER GO EAST AND SOUTH ON THE ROAD WHICH LEADS
 SA2368'TOWARD PATTERSON, FOR 14.3 MILES (USGS BM 1096 ON THE WEST SIDE OF
 SA2368'THE ROAD).  TURN LEFT, ONTO A GRAVELED ROAD, AND GO EAST FOR 4.2
 SA2368'MILES.  TURN RIGHT AND GO SOUTH, ON A GRADED FARM ROAD, FOR 1.0
 SA2368'MILE.  PASS THROUGH A FARM YARD AND CONTINUE SOUTH FOR 0.5
 SA2368'MILE.  CROSS OVER A SMALL DRAW AND CONTINUE SOUTH FOR 0.5
 SA2368'MILE.  TURN LEFT AND GO EAST FOR 0.6 MILE TO THE STATION ON THE
 SA2368'LEFT HAND SIDE OF THE ROAD.
 SA2368'
 SA2368'THE STATION IS A STANDARD DISK, STAMPED ANDERSON 1947, SET IN THE
 SA2368'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 SA2368'
 SA2368'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ANDERSON NO 1
 SA2368'1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 SA2368'2 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS
 SA2368'LOCATED 29 FEET SOUTH OF A WIRE FENCE AND 4 FEET NORTH OF THE
 SA2368'CENTER OF A TRACK ROAD.
 SA2368'
 SA2368'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ANDERSON NO 2
 SA2368'1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 SA2368'4 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 SA2368'LOCATED 34 FEET NORTH OF THE CENTER OF A TRACK ROAD AND IN AN
 SA2368'EAST-WEST FENCE LINE.
 SA2368'
 SA2368'G.L.O. 24 (AZIMUTH MARK) IS A STANDARD GENERAL LAND OFFICE BRONZE
 SA2368'DISK, STAMPED R 26 E R 27 E S 12 S 7 S 13 S 8 SET IN THE
 SA2368'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.  IT IS
 SA2368'LOCATED 0.4 MILE EAST OF THE STATION, 35 FEET SOUTHWEST OF A FENCE
 SA2368'INTERSECTION AND IN THE PROJECTION OF AN OLD NORTH-SOUTH FENCE
 SA2368'LINE.
 SA2368
 SA2368                          STATION RECOVERY (1963)
 SA2368
 SA2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SA2368'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AS
 SA2368'DESCRIBED.  THE REFERENCE MARKS HAVE BEEN PULLED OUT OF THE
 SA2368'GROUND AND ARE LAYING BESIDE THE STATION MARK.  A METAL WITNESS
 SA2368'POST WAS SET 4 FEET SOUTH OF THE STATION MARK.  THE TRACK ROAD
 SA2368'IS NOW IN CULTIVATION AND THE EAST-WEST FENCE LINE IS GONE.
 SA2368'
 SA2368'THE AZIMUTH MARK IS NOW ABOUT 1 INCH UNDERGROUND.  THE FENCE
 SA2368'INTERSECTION AND THE OLD NORTH-SOUTH FENCE ARE GONE.  IT IS
 SA2368'SECTION 18 INSTEAD OF 8 WHICH IS STAMPED ON THE DISK.  THE MARK
 SA2368'IS 9 YARDS WEST OF THE SEPARATION LINE BETWEEN THIS FIELD AND THE
 SA2368'FIELD TO THE EAST, 2 YARDS NORTH OF THE SEPARATION LINE BETWEEN
 SA2368'THIS FIELD AND THE FIELD TO THE SOUTH AND THERE IS A 3-FOOT HIGH
 SA2368'CONCRETE POST SETTING UPRIGHT ON TOP OF THE AZIMUTH MARK.  THE DISK
 SA2368'IS GONE FROM THIS POST AND ITS ORIGIN UNKNOWN.  A METAL WITNESS
 SA2368'POST WAS SET 1 FOOT SOUTHWEST OF THE MARK.
 SA2368'
 SA2368'THE PROPERTY OWNER, RAYMOND ANDERSON, WAS CONTACTED.  HE IS AWARE
 SA2368'OF THE IMPORTANCE OF THESE MARKS AND SAYS THE REFERENCE MARKS
 SA2368'GOT PULLED OUT BY FARM MACHINERY BEFORE HE KNEW THERE WAS MORE
 SA2368'THAN THE STATION MARK.  SINCE REFERENCE MARKS WOULD BE IN THE WAY
 SA2368'OF FARM MACHINERY, IT WAS AGREED TO LEAVE THE STATION WITHOUT
 SA2368'REFERENCE MARKS AND MR. ANDERSON WILL BE EXCEPTIONALLY CAREFUL
 SA2368'OF BOTH THE STATION MARK AND THE AZIMUTH MARK WHEN WORKING THE
 SA2368'AREA.  STATION IS ON THE SOUTH SIDE OF SECTION 12, T. 7 N., R.
 SA2368'26 E., 0.65 MILE EAST OF THE SOUTHWEST CORNER OF SECTION 12.
 SA2368
 SA2368                          STATION RECOVERY (1982)
 SA2368
 SA2368'RECOVERY NOTE BY WA DEPT OF NAT RES 1982 (JE)
 SA2368'ANDERSON, ANDERSON RM 1, GLO NO. 24 RM 3 ALL DESTROYED AND FOUND
 SA2368'AT FIELD EDGE 2000 FT. EAST OF ANDERSON POSITION.
 SA2368'
 SA2368'DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MI SE OF PROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1737 ***********************************************************************
 SC1737  DESIGNATION -  ANDERSON 1872
 SC1737  PID         -  SC1737
 SC1737  STATE/COUNTY-  WA/WAHKIAKUM
 SC1737  USGS QUAD   -  NASSA POINT (1985)
 SC1737
 SC1737                         *CURRENT SURVEY CONTROL
 SC1737  ___________________________________________________________________
 SC1737* NAD 83(1991)-  46 09 52.26571(N)    123 19 42.29057(W)     ADJUSTED  
 SC1737* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 SC1737  ___________________________________________________________________
 SC1737  LAPLACE CORR-          10.33  (seconds)                    DEFLEC99
 SC1737  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 SC1737
 SC1737  HORZ ORDER  -  SECOND
 SC1737
 SC1737.The horizontal coordinates were established by classical geodetic methods
 SC1737.and adjusted by the National Geodetic Survey in December 1991..
 SC1737
 SC1737.The orthometric height was scaled from a topographic map.
 SC1737
 SC1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1737
 SC1737.The geoid height was determined by GEOID03.
 SC1737
 SC1737;                    North         East     Units Scale Factor Converg.
 SC1737;SPC WA S     -    96,301.858   281,611.596   MT  0.99994138   -2 03 16.4
 SC1737;SPC WA S     -   315,950.35    923,920.71   sFT  0.99994138   -2 03 16.4
 SC1737;SPC OR N     -   281,405.432 2,281,586.553   MT  1.00004601   -2 00 21.1
 SC1737;SPC OR N     -   923,246.17  7,485,520.19   iFT  1.00004601   -2 00 21.1
 SC1737;UTM  10      - 5,112,379.278   474,645.620   MT  0.99960790   -0 14 12.8
 SC1737
 SC1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1737!SPC WA S     -   1.00000081  x   0.99994138  =   0.99994219
 SC1737!SPC OR N     -   1.00000081  x   1.00004601  =   1.00004682
 SC1737!UTM  10      -   1.00000081  x   0.99960790  =   0.99960871
 SC1737
 SC1737:                Primary Azimuth Mark                     Grid Az
 SC1737:SPC WA S     -  WOODS 1873                               176 05 01.5
 SC1737:SPC OR N     -  WOODS 1873                               176 02 06.2
 SC1737:UTM  10      -  WOODS 1873                               174 15 57.9
 SC1737
 SC1737|---------------------------------------------------------------------|
 SC1737| PID    Reference Object                     Distance      Geod. Az  |
 SC1737|                                                           dddmmss.s |
 SC1737| SC1757 WOODS 1873                          APPROX. 5.8 KM 1740145.1 |
 SC1737| SC1809 SLIDE ON SIDE OF MOUNTAIN           APPROX. 5.9 KM 2561543.0 |
 SC1737| SC1780 DEAD TREE ON TOP OF CLIFF           APPROX. 8.3 KM 2662339.9 |
 SC1737| SC1776 DEAD TREE ON SIDE OF MOUNTAIN       APPROX. 8.0 KM 2672904.7 |
 SC1737| SC1778 DEAD TREE                           APPROX. 8.1 KM 2681351.2 |
 SC1737|---------------------------------------------------------------------|
 SC1737
 SC1737                          SUPERSEDED SURVEY CONTROL
 SC1737
 SC1737  NAD 83(1991)-  46 09 52.26571(N)    123 19 42.29056(W) AD(       ) 2
 SC1737  NAD 83(1986)-  46 09 52.28226(N)    123 19 42.28392(W) AD(       ) 2
 SC1737  NAD 27      -  46 09 52.88158(N)    123 19 37.83647(W) AD(       ) 2
 SC1737
 SC1737.Superseded values are not recommended for survey control.
 SC1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1737.See file dsdata.txt to determine how the superseded data were derived.
 SC1737
 SC1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7464612379(NAD 83)
 SC1737
 SC1737  HISTORY     - Date     Condition        Report By
 SC1737  HISTORY     - 1872     MONUMENTED       CGS
 SC1737  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SC1737
 SC1737                          STATION DESCRIPTION
 SC1737
 SC1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (CR)
 SC1737'STATION IS ABOUT 3-1/2 MILES ABOVE CATHLAMET, ON A ROCKY SIDEHILL
 SC1737'COVERED WITH HEAVY TIMBER AND BRUSH, NEARLY OPPOSITE THE HEAD OF
 SC1737'PUGET ISLAND, AND ABOUT 150 FEET ABOVE THE LEVEL OF THE RIVER AND
 SC1737'ABOUT 3 METERS E OF AN OLD BURNT STUMP.
 SC1737'
 SC1737'THE STATION IS MARKED ABOUT 2-1/2 FEET UNDERGROUND BY A BOTTLE.
 SC1737'THREE STAKES AROUND THE STATION BEAR N, S, AND E MAGNETIC AND ARE
 SC1737'DISTANT 1.83 METERS.
 SC1737
 SC1737                          STATION RECOVERY (1936)
 SC1737
 SC1737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1737'STATION RECOVERED AS DESCRIBED.  THE STATION WAS RE-MARKED BY SETTING
 SC1737'A STANDARD DISK STAMPED ANDERSON 1872 IN A 1 FOOT LENGTH OF 4 INCH
 SC1737'CAST IRON SOIL PIPE, BURIED 3 FEET UNDERGROUND.
 SC1737'
 SC1737'STATION ANDY 1936 IS 14.558 METERS DISTANT FROM STATION IN AZIMUTH 11
 SC1737'DEG 01 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1658 ***********************************************************************
 SY1658  DESIGNATION -  ANDERSON 2
 SY1658  PID         -  SY1658
 SY1658  STATE/COUNTY-  WA/MASON
 SY1658  USGS QUAD   -  LILLIWAUP (1985)
 SY1658
 SY1658                         *CURRENT SURVEY CONTROL
 SY1658  ___________________________________________________________________
 SY1658* NAD 83(1991)-  47 22 58.58214(N)    123 00 16.91740(W)     ADJUSTED  
 SY1658* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY1658  ___________________________________________________________________
 SY1658  LAPLACE CORR-          -6.44  (seconds)                    DEFLEC99
 SY1658  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 SY1658
 SY1658  HORZ ORDER  -  THIRD
 SY1658
 SY1658.The horizontal coordinates were established by classical geodetic methods
 SY1658.and adjusted by the National Geodetic Survey in December 1991..
 SY1658
 SY1658.The orthometric height was scaled from a topographic map.
 SY1658
 SY1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1658
 SY1658.The geoid height was determined by GEOID03.
 SY1658
 SY1658;                    North         East     Units Scale Factor Converg.
 SY1658;SPC WA S     -   230,827.820   310,897.512   MT  1.00001173   -1 49 09.9
 SY1658;SPC WA S     -   757,307.61  1,020,002.92   sFT  1.00001173   -1 49 09.9
 SY1658;UTM  10      - 5,247,720.226   499,645.295   MT  0.99960000   -0 00 12.4
 SY1658
 SY1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1658!SPC WA S     -   1.00000232  x   1.00001173  =   1.00001405
 SY1658!UTM  10      -   1.00000232  x   0.99960000  =   0.99960232
 SY1658
 SY1658:                Primary Azimuth Mark                     Grid Az
 SY1658:SPC WA S     -  SCOTT                                    063 12 31.6
 SY1658:UTM  10      -  SCOTT                                    061 23 34.1
 SY1658
 SY1658|---------------------------------------------------------------------|
 SY1658| PID    Reference Object                     Distance      Geod. Az  |
 SY1658|                                                           dddmmss.s |
 SY1658| SY3456 SCOTT                               APPROX. 1.7 KM 0612321.7 |
 SY1658| SY3453 WOODEN OIL TK ON DOCK NR SCOTT      APPROX. 1.4 KM 0640911.0 |
 SY1658| SY3469 FLAG POLE NEAR STA HUGHEY 2         APPROX. 2.5 KM 0982350.7 |
 SY1658| DD9326 ANDERSON 2 RM                        28.770 METERS 31435     |
 SY1658|---------------------------------------------------------------------|
 SY1658
 SY1658                          SUPERSEDED SURVEY CONTROL
 SY1658
 SY1658  NAD 83(1986)-  47 22 58.57873(N)    123 00 16.92572(W) AD(       ) 3
 SY1658  NAD 27      -  47 22 59.24500(N)    123 00 12.39800(W) AD(       ) 3
 SY1658
 SY1658.Superseded values are not recommended for survey control.
 SY1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1658.See file dsdata.txt to determine how the superseded data were derived.
 SY1658
 SY1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9964547720(NAD 83)
 SY1658_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1658
 SY1658  HISTORY     - Date     Condition        Report By
 SY1658  HISTORY     - 1934     MONUMENTED       CGS
 SY1658  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY1658  HISTORY     - 19960322 MARK NOT FOUND   USPSQD
 SY1658
 SY1658                          STATION DESCRIPTION
 SY1658
 SY1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY1658'STATION IS ON THE N SIDE OF HOOD CANAL ABOUT 1-3/4 MILES NE OF
 SY1658'SISTERS POINT ON A LOW WATER GRAVEL SPIT IN FRONT OF THE HOUSE
 SY1658'OCCUPIED BY EARL A. SWEET, 33 METERS S OF THE CENTER LINE OF THE
 SY1658'GRAVEL HIGHWAY AND 18 METERS OUTSIDE OF THE HIGH-WATER LINE.  THE
 SY1658'STATION IS COVERED AT ABOUT HALF-TIDE.
 SY1658'
 SY1658'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 SY1658'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 SY1658'
 SY1658'REFERENCE MARK NO.1 IS ON THE BANK INSHORE FROM THE STATION
 SY1658'28.770 METERS (92.77 FEET) AND IS 5.7 METERS S OF THE CENTER LINE
 SY1658'OF THE HIGHWAY.
 SY1658
 SY1658                          STATION RECOVERY (1952)
 SY1658
 SY1658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY1658'STATION TABLET WAS FOUND WASHED OUT BY THE TIDE, AND TABLET REMOVED.
 SY1658
 SY1658                          STATION RECOVERY (1996)
 SY1658
 SY1658'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0928 ***********************************************************************
 TP0928  DESIGNATION -  ANDERSON IS
 TP0928  PID         -  TP0928
 TP0928  STATE/COUNTY-  WA/FERRY
 TP0928  USGS QUAD   -  ORIENT (1992)
 TP0928
 TP0928                         *CURRENT SURVEY CONTROL
 TP0928  ___________________________________________________________________
 TP0928* NAD 83(1991)-  48 46 50.38221(N)    118 09 52.09132(W)     ADJUSTED  
 TP0928* NAVD 88     -                                                        
 TP0928  ___________________________________________________________________
 TP0928  LAPLACE CORR-         -11.34  (seconds)                    DEFLEC99
 TP0928  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 TP0928
 TP0928  HORZ ORDER  -  THIRD
 TP0928
 TP0928.The horizontal coordinates were established by classical geodetic methods
 TP0928.and adjusted by the National Geodetic Survey in December 1991..
 TP0928
 TP0928
 TP0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0928
 TP0928.The geoid height was determined by GEOID03.
 TP0928
 TP0928;                    North         East     Units Scale Factor Converg.
 TP0928;SPC WA N     -   201,387.363   696,104.097   MT  1.00000925   +1 59 13.3
 TP0928;SPC WA N     -   660,718.37  2,283,801.52   sFT  1.00000925   +1 59 13.3
 TP0928;UTM  11      - 5,403,727.375   414,455.139   MT  0.99968990   -0 52 33.5
 TP0928
 TP0928                          SUPERSEDED SURVEY CONTROL
 TP0928
 TP0928  NAD 83(1986)-  48 46 50.38313(N)    118 09 52.08823(W) AD(       ) 4
 TP0928  NAD 27      -  48 46 50.72400(N)    118 09 48.10500(W) AD(       ) 3
 TP0928
 TP0928.Superseded values are not recommended for survey control.
 TP0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0928.See file dsdata.txt to determine how the superseded data were derived.
 TP0928
 TP0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ1445503727(NAD 83)
 TP0928
 TP0928  HISTORY     - Date     Condition        Report By
 TP0928  HISTORY     - 1937     MONUMENTED       BOR
 TP0928
 TP0928                          STATION DESCRIPTION
 TP0928
 TP0928'DESCRIBED BY US BUREAU OF RECLAMATION 1937 (CMB)
 TP0928'LOCATED IN THE NW 1/4 SEC. 19, T. 38 N., R. 37 E. WM, ON HIGH
 TP0928'TIMBERED POINT W BARSTOW.
 TP0928'
 TP0928'STATION MARK IS SET ACCORDING TO NOTE 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2868 ***********************************************************************
 SY2868  DESIGNATION -  ANDERSON POINT
 SY2868  PID         -  SY2868
 SY2868  STATE/COUNTY-  WA/KITSAP
 SY2868  USGS QUAD   -  OLALLA (1994)
 SY2868
 SY2868                         *CURRENT SURVEY CONTROL
 SY2868  ___________________________________________________________________
 SY2868* NAD 83(1991)-  47 26 19.98151(N)    122 32 02.06016(W)     ADJUSTED  
 SY2868* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY2868  ___________________________________________________________________
 SY2868  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 SY2868  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 SY2868
 SY2868  HORZ ORDER  -  SECOND
 SY2868
 SY2868.The horizontal coordinates were established by classical geodetic methods
 SY2868.and adjusted by the National Geodetic Survey in December 1991..
 SY2868
 SY2868.The orthometric height was scaled from a topographic map.
 SY2868
 SY2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2868
 SY2868.The geoid height was determined by GEOID03.
 SY2868
 SY2868;                    North         East     Units Scale Factor Converg.
 SY2868;SPC WA N     -    50,213.466   371,733.105   MT  1.00001196   -1 15 58.0
 SY2868;SPC WA N     -   164,742.01  1,219,594.36   sFT  1.00001196   -1 15 58.0
 SY2868;SPC WA S     -   236,023.037   346,593.579   MT  1.00002587   -1 28 38.7
 SY2868;SPC WA S     -   774,352.25  1,137,115.77   sFT  1.00002587   -1 28 38.7
 SY2868;UTM  10      - 5,254,042.836   535,143.853   MT  0.99961518   +0 20 35.9
 SY2868
 SY2868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2868!SPC WA N     -   1.00000306  x   1.00001196  =   1.00001502
 SY2868!SPC WA S     -   1.00000306  x   1.00002587  =   1.00002893
 SY2868!UTM  10      -   1.00000306  x   0.99961518  =   0.99961824
 SY2868
 SY2868|---------------------------------------------------------------------|
 SY2868| PID    Reference Object                     Distance      Geod. Az  |
 SY2868|                                                           dddmmss.s |
 SY2868| CE3335 ANDERSON POINT RM 1                  22.780 METERS 02043     |
 SY2868| SY2870 COVE                                APPROX. 2.4 KM 0441840.3 |
 SY2868| SY2861 COVE WHARF WEST CHIMNEY             APPROX. 2.4 KM 0442413.5 |
 SY2868| SY2874 CHURCH SPIRE                        APPROX. 2.9 KM 0503632.6 |
 SY2868| CE3336 ANDERSON POINT RM 2                  15.563 METERS 17454     |
 SY2868|---------------------------------------------------------------------|
 SY2868
 SY2868                          SUPERSEDED SURVEY CONTROL
 SY2868
 SY2868  NAD 83(1986)-  47 26 19.97315(N)    122 32 02.07051(W) AD(       ) 2
 SY2868  NAD 27      -  47 26 20.62500(N)    122 31 57.59600(W) AD(       ) 2
 SY2868
 SY2868.Superseded values are not recommended for survey control.
 SY2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2868.See file dsdata.txt to determine how the superseded data were derived.
 SY2868
 SY2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3514454043(NAD 83)
 SY2868_MARKER: Z = SEE DESCRIPTION
 SY2868_SETTING: 0 = UNSPECIFIED SETTING
 SY2868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY2868+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 SY2868
 SY2868  HISTORY     - Date     Condition        Report By
 SY2868  HISTORY     - 1934     MONUMENTED       CGS
 SY2868  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY2868  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY2868  HISTORY     - 20020223 GOOD             INDIV
 SY2868
 SY2868                          STATION DESCRIPTION
 SY2868
 SY2868'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY2868'STATION IS IN PUGET SOUND ON THE MAINLAND ON THE W SHORE OF COLVOS
 SY2868'PASSAGE ON A LOW GRAVEL POINT ABOUT 1-1/4 MILES N OF THE TOWN OF
 SY2868'OLALLA, 20 METERS BACK FROM THE HIGH-WATER LINE AND 62 METERS FROM
 SY2868'THE EDGE OF THE WOOD THAT RUNS ACROSS THE BASE OF THE POINT.  THE
 SY2868'STATION MARK IS A STANDARD BRONZE DISK SET IN A 12-INCH SQUARE
 SY2868'CONCRETE MONUMENT, AND IS ON A RANGE WITH STATION PROSPECT 2 AT THE
 SY2868'FOOT OF THE BLUFF ON PROSPECT POINT AND THE RIGHT TANGENT OF
 SY2868'SANDFORD POINT.
 SY2868'
 SY2868'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE, IS 11
 SY2868'METERS BACK FROM THE HIGH-WATER LINE ON RANGE WITH SOUTHWORTH
 SY2868'POINT.
 SY2868'
 SY2868'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE, IS 8
 SY2868'METERS BACK FROM THE HIGH-WATER LINE ON RANGE WITH PROSPECT POINT.
 SY2868
 SY2868                          STATION RECOVERY (1960)
 SY2868
 SY2868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CB)
 SY2868'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE,
 SY2868'ALTHOUGH FROM MAINLAND STATION MAY BE REACHED FROM MILLAHANNA ROAD
 SY2868'WHICH TURNS EAST FROM ANDERSON ROAD.
 SY2868
 SY2868                          STATION RECOVERY (1966)
 SY2868
 SY2868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2868'THE STATION MARK AND BOTH THE REFERENCE MARKS WERE RECOVERED.
 SY2868'
 SY2868'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 SY2868'WHICH PROJECTS 1 INCH.  IT IS 57 FEET WEST OF THE HIGH WATER LINE,
 SY2868'49 FEET NORTHWEST OF A FLAGPOLE AND 42 FEET NORTH OF THE PROJECTED
 SY2868'NORTH SIDE OF THE HOUSE WHICH IS 68 YARDS WEST OF THE STATION.
 SY2868'
 SY2868'REFERENCE MARK NO. 1, STAMPED NO 1 1934, IS A STANDARD DISK SET IN
 SY2868'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 110 FEET
 SY2868'NORTH OF THE FLAGPOLE AND 34 FEET WEST OF THE HIGH WATER LINE.
 SY2868'
 SY2868'REFERENCE MARK NO. 2, STAMPED NO 2 1934, IS A STANDARD DISK SET IN
 SY2868'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 26 FEET WEST
 SY2868'OF THE HIGH WATER LINE, 25 FEET SOUTHWEST OF THE FLAGPOLE AND 6 FEET
 SY2868'SOUTH OF THE PROJECTED NORTH SIDE OF THE HOUSE 68 YARDS WEST OF THE
 SY2868'STATION.
 SY2868'
 SY2868'TO REACH FROM THE STORE IN THE SOUTHEAST ANGLE OF THE Y IN OLALLY, GO
 SY2868'NORTHERLY ON THE BLACKTOP ROAD FOR 1.3 MILE TO A SIDE ROAD RIGHT,
 SY2868'CONTINUE STRAIGHT AHEAD, NORTHERLY FOR 0.4 MILE TO A GRAVEL SIDE ROAD
 SY2868'RIGHT, TURN RIGHT AND GO EAST ON MILLIHANNA ROAD FOR 0.25 MILE TO A
 SY2868'CHAIN ACROSS THE ROAD.  FROM HERE THE STATION WAS REACHED BY WALKING
 SY2868'DOWN THE STEEP, CROOKED ROAD ABOUT 1/2 MILE TO THE BEACH.  ROAD
 SY2868'WOULD BE QUITE STEEP AND SLICK FOR A 2-WHEEL DRIVE VEHICLE IN WET
 SY2868'WEATHER.
 SY2868
 SY2868                          STATION RECOVERY (2002)
 SY2868
 SY2868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MST)
 SY2868'RECOVERED AS DESCRIBED. HOUSE AND FLAGPOLE GONE. AREA IS NOW A PARK
 SY2868'WITH GRAVEL ROAD ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1668 ***********************************************************************
 TR1668  DESIGNATION -  ANDERSON RESET
 TR1668  PID         -  TR1668
 TR1668  STATE/COUNTY-  WA/JEFFERSON
 TR1668  USGS QUAD   -  PORT TOWNSEND SOUTH (1981)
 TR1668
 TR1668                         *CURRENT SURVEY CONTROL
 TR1668  ___________________________________________________________________
 TR1668* NAD 83(1991)-  48 00 55.69302(N)    122 50 00.42462(W)     ADJUSTED  
 TR1668* NAVD 88     -         2.58   (+/-2cm)       8.5    (feet)  VERTCON   
 TR1668  ___________________________________________________________________
 TR1668  LAPLACE CORR-         -10.88  (seconds)                    DEFLEC99
 TR1668  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TR1668
 TR1668  HORZ ORDER  -  THIRD
 TR1668  VERT ORDER  -  THIRD ? (See Below)
 TR1668
 TR1668.The horizontal coordinates were established by classical geodetic methods
 TR1668.and adjusted by the National Geodetic Survey in December 1991..
 TR1668
 TR1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1668.The vertical order pertains to the NGVD 29 superseded value.
 TR1668
 TR1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1668
 TR1668.The geoid height was determined by GEOID03.
 TR1668
 TR1668;                    North         East     Units Scale Factor Converg.
 TR1668;SPC WA N     -   114,840.873   350,810.297   MT  0.99994385   -1 29 20.9
 TR1668;SPC WA N     -   376,773.76  1,150,950.12   sFT  0.99994385   -1 29 20.9
 TR1668;UTM  10      - 5,318,033.103   512,420.069   MT  0.99960190   +0 07 25.7
 TR1668
 TR1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1668!SPC WA N     -   1.00000297  x   0.99994385  =   0.99994682
 TR1668!UTM  10      -   1.00000297  x   0.99960190  =   0.99960487
 TR1668
 TR1668|---------------------------------------------------------------------|
 TR1668| PID    Reference Object                     Distance      Geod. Az  |
 TR1668|                                                           dddmmss.s |
 TR1668| CF7500 ANDERSON RM 1                        51.335 METERS 04920     |
 TR1668| CF7501 ANDERSON RM 2                         7.521 METERS 11417     |
 TR1668| TR1646 NILL 2 ECC 1955                     APPROX. 1.8 KM 2755056.0 |
 TR1668|---------------------------------------------------------------------|
 TR1668
 TR1668                          SUPERSEDED SURVEY CONTROL
 TR1668
 TR1668  NAD 83(1986)-  48 00 55.69202(N)    122 50 00.43067(W) AD(       ) 3
 TR1668  NAD 27      -  48 00 56.36100(N)    122 49 55.81600(W) AD(       ) 3
 TR1668  NGVD 29 (07/19/86)    1.49   (m)            4.9    (f) LEVELING    3  
 TR1668
 TR1668.Superseded values are not recommended for survey control.
 TR1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1668.See file dsdata.txt to determine how the superseded data were derived.
 TR1668
 TR1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1242018033(NAD 83)
 TR1668
 TR1668  HISTORY     - Date     Condition        Report By
 TR1668  HISTORY     - 1920     MONUMENTED       USE
 TR1668  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1668  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1668  HISTORY     - 1969     SEE DESCRIPTION  WAA
 TR1668  HISTORY     - 1979     GOOD             WADNR
 TR1668  HISTORY     - 1982     GOOD             WADNR
 TR1668
 TR1668                          STATION DESCRIPTION
 TR1668
 TR1668'DESCRIBED BY US ENGINEERS 1920
 TR1668'SITUATED AT WOODMANS LANDING, E SIDE OF PORT DISCOVERY, OPPOSITE
 TR1668'POINT NILL.  IT IS JUST BACK OF DRIFT LOGS IN SWAMPY GROUND, ABOUT
 TR1668'200 FEET S OF OLD WHARF AND SHANTIES.  ELEVATION ABOUT 9 FEET ABOVE
 TR1668'MEAN LOW WATER.
 TR1668'
 TR1668'MARKED WITH STANDARD CONCRETE MONUMENT, SIGNAL, AND CEDAR
 TR1668'REFERENCE POST.
 TR1668
 TR1668                          STATION RECOVERY (1955)
 TR1668
 TR1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 TR1668'THE STATION MARK WAS RECOVERED AND WAS IN GOOD CONDITION.  IT WAS
 TR1668'FOUND TO BE ABOUT 18 INCHES BELOW THE GROUND SURFACE AND WAS USED
 TR1668'AS AN UNDERGROUND STATION MARK.  A NEW STATION MARK DISK WAS SET
 TR1668'PLUMB OVER THE OLD MONUMENT.  REFERENCE MARKS 1 AND 2 WAS
 TR1668'ESTABLISHED BY THIS PARTY.  THE OLD DESCRIPTION IS OBSOLETE AND A
 TR1668'NEW ONE FOLLOWS.
 TR1668'
 TR1668'THE STATION IS LOCATED ON THE EAST SIDE OF DISCOVERY BAY, ABOUT
 TR1668'14 MILES (AIR LINE) EAST-SOUTHEAST OF SEQUIM, 8 MILES
 TR1668'SOUTH-SOUTHWEST OF PORT TOWNSEND, 3 MILES NORTHEAST OF MAYNARD, 79
 TR1668'FEET EAST OF THE HIGHWATER LINE, AND 26.6 FEET WEST OF THE
 TR1668'NORTHWEST CORNER OF THE SECOND CABIN SOUTH OF THE MAIN HOUSE.
 TR1668'
 TR1668'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 9 AND 9E,
 TR1668'GO NORTH ON STATE ROUTE 9 FOR 2.1 MILES TO A SIDE ROAD LEFT AND
 TR1668'MAIL BOXES ON THE LEFT.  TURN LEFT, CROSSING THE RAILROAD TRACKS,
 TR1668'AND GO 0.2 MILE TO THE WEST SIDE OF THE SECOND CABIN SOUTH OF THE
 TR1668'MAIN HOUSE AND THE STATION.  THIS IS A DRIVE STATION.
 TR1668'
 TR1668'THE STATION MARK, A STANDARD DISK STAMPED ANDERSON USE 1920, IS
 TR1668'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS ABOUT
 TR1668'4 INCHES ABOVE THE GROUND.
 TR1668'
 TR1668'REFERENCE MARK 1, A STANDARD DISK STAMPED ANDERSON USE NO 1 1920,
 TR1668'IS SET IN THE TOP OF A CONCRETE SIDE-WALK THAT PROJECTS ABOUT 1
 TR1668'INCH ABOVE THE GROUND.  IT IS SET ON THE NORTH EDGE OF THE
 TR1668'SIDE-WALK AND ABOUT 3 FEET WEST OF THE SOUTHWEST CORNER OF THE MAIN
 TR1668'HOUSE.
 TR1668'
 TR1668'REFERENCE MARK 2, A STANDARD DISK STAMPED ANDERSON USE NO 2 1920,
 TR1668'IS SET IN THE TOP OF A 18-INCH SQUARE CONCRETE BLOCK THAT IS FLUSH
 TR1668'WITH THE GROUND.  IT IS ABOUT 4 FEET NORTH-NORTHWEST OF THE
 TR1668'NORTHWEST CORNER OF THE SECOND CABIN.
 TR1668'
 TR1668'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THE STATION.
 TR1668
 TR1668                          STATION RECOVERY (1961)
 TR1668
 TR1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1668'THE STATION AND REFERENCE MARKS WERE RECOVERED ON GOOD CONDITION
 TR1668'AS DESCRIBED BY L.S.B. IN 1955.
 TR1668
 TR1668                          STATION RECOVERY (1969)
 TR1668
 TR1668'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1969
 TR1668'THE STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 TR1668'MARKS NOT SEARCHED FOR.
 TR1668
 TR1668                          STATION RECOVERY (1979)
 TR1668
 TR1668'RECOVERY NOTE BY WA DEPT OF NAT RES 1979
 TR1668'ANDERSON USE 1920 RECOVERED GOOD.
 TR1668'
 TR1668'ANDERSON USE NO. 1 1920 RECOVERED GOOD.
 TR1668'
 TR1668'ANDERSON USE NO. 2 1920 RECOVERED GOOD.
 TR1668'
 TR1668'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI. WEST OF CHIMACUM.
 TR1668
 TR1668                          STATION RECOVERY (1982)
 TR1668
 TR1668'RECOVERY NOTE BY WA DEPT OF NAT RES 1982
 TR1668'ANDERSON USE 1920 RECOVERED GOOD.
 TR1668'
 TR1668'RM-1 STAMPED--ANDERSON-USE USE NO. 1 RECOVERED GOOD - MEASURED
 TR1668'168.43 FROM STA TO RM 1.
 TR1668'
 TR1668'RM-2 STAMPED--ANDERSON-USE NO. 2 1920 RECOVERED GOOD - MEASURED
 TR1668'24.69 FT FROM STA. TO RM 2.
 TR1668'
 TR1668'DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILE NORTH OF
 TR1668'QUILCENE (AIRLINE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1632 ***********************************************************************
 SY1632  DESIGNATION -  ANDERSON USGS 1955
 SY1632  PID         -  SY1632
 SY1632  STATE/COUNTY-  WA/JEFFERSON
 SY1632  USGS QUAD   -  MT STEEL (1990)
 SY1632
 SY1632                         *CURRENT SURVEY CONTROL
 SY1632  ___________________________________________________________________
 SY1632* NAD 83(1991)-  47 43 16.12237(N)    123 19 53.91077(W)     ADJUSTED  
 SY1632* NAVD 88     -      2234.3    (meters)    7330.     (feet)  VERTCON   
 SY1632  ___________________________________________________________________
 SY1632  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 SY1632  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 SY1632
 SY1632  HORZ ORDER  -  SECOND
 SY1632
 SY1632.The horizontal coordinates were established by classical geodetic methods
 SY1632.and adjusted by the National Geodetic Survey in December 1991..
 SY1632
 SY1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1632
 SY1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1632
 SY1632.The geoid height was determined by GEOID03.
 SY1632
 SY1632;                    North         East     Units Scale Factor Converg.
 SY1632;SPC WA N     -    83,220.352   312,599.634   MT  0.99996610   -1 51 36.1
 SY1632;SPC WA N     -   273,032.10  1,025,587.30   sFT  0.99996610   -1 51 36.1
 SY1632;SPC WA S     -   269,243.012   287,573.332   MT  1.00011197   -2 03 24.8
 SY1632;SPC WA S     -   883,341.45    943,480.17   sFT  1.00011197   -2 03 24.8
 SY1632;UTM  10      - 5,285,360.676   475,127.997   MT  0.99960760   -0 14 43.4
 SY1632
 SY1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1632!SPC WA N     -   0.99965304  x   0.99996610  =   0.99961916
 SY1632!SPC WA S     -   0.99965304  x   1.00011197  =   0.99976498
 SY1632!UTM  10      -   0.99965304  x   0.99960760  =   0.99926078
 SY1632
 SY1632                          SUPERSEDED SURVEY CONTROL
 SY1632
 SY1632  NAD 83(1986)-  47 43 16.11846(N)    123 19 53.91901(W) AD(       ) 2
 SY1632  NAD 27      -  47 43 16.79500(N)    123 19 49.29700(W) AD(       ) 2
 SY1632  NGVD 29 (07/19/86) 2233.0    (m)         7326.     (f) VERT ANG       
 SY1632
 SY1632.Superseded values are not recommended for survey control.
 SY1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1632.See file dsdata.txt to determine how the superseded data were derived.
 SY1632
 SY1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT7512885361(NAD 83)
 SY1632
 SY1632  HISTORY     - Date     Condition        Report By
 SY1632  HISTORY     - 1955     MONUMENTED       USGS
 SY1632
 SY1632                          STATION DESCRIPTION
 SY1632
 SY1632'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (LSB)
 SY1632'THIS STATION WAS NOT VISITED.  THE POINT OF INTERSECTION WAS
 SY1632'TOP AND CENTER OF A CAIRN.  IT WAS INTERSECTED FROM VARIOUS
 SY1632'POINTS WITH 16 POSITIONS.
 SY1632'
 SY1632'THE STATION IS A LARGE ROCK CAIRN ON THE EAST PEAK OF MT
 SY1632'ANDERSON, LOCATED ABOUT 5.0 MILES (AIR LINE) SOUTH OF HYDEN PASS,
 SY1632'2 MILES NORTH OF ANDERSON PASS, AND 1.0 MILE EAST OF THE WEST
 SY1632'PEAK OF MT ANDERSON.
 SY1632'
 SY1632'IT WAS RECOMMENDED BY THE RECONNAISSANCE PARTY THAT ROPE, ICE
 SY1632'AXE, CRAMPONS, AND CAUTION BE USED ON THIS STATION.
 SY1632'
 SY1632'ADDITIONAL INFORMATION CAN BE OBTAINED FROM THE U.S. GEOLOGICAL
 SY1632'SURVEY PAMPHLET ON WASHINGTON TRIANGULATION.  OLYMPIC PENINSULA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1272 ***********************************************************************
 TR1272  DESIGNATION -  ANDERSON USN 1954
 TR1272  PID         -  TR1272
 TR1272  STATE/COUNTY-  WA/ISLAND
 TR1272  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1272
 TR1272                         *CURRENT SURVEY CONTROL
 TR1272  ___________________________________________________________________
 TR1272* NAD 83(1991)-  48 20 51.48385(N)    122 36 52.57240(W)     ADJUSTED  
 TR1272* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 TR1272  ___________________________________________________________________
 TR1272  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 TR1272  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 TR1272
 TR1272  HORZ ORDER  -  SECOND
 TR1272
 TR1272.The horizontal coordinates were established by classical geodetic methods
 TR1272.and adjusted by the National Geodetic Survey in December 1991..
 TR1272
 TR1272.The orthometric height was scaled from a topographic map.
 TR1272
 TR1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1272
 TR1272.The geoid height was determined by GEOID03.
 TR1272
 TR1272;                    North         East     Units Scale Factor Converg.
 TR1272;SPC WA N     -   151,362.473   367,985.942   MT  0.99995028   -1 19 34.3
 TR1272;SPC WA N     -   496,595.05  1,207,300.54   sFT  0.99995028   -1 19 34.3
 TR1272;UTM  10      - 5,355,011.277   528,555.152   MT  0.99961002   +0 17 16.7
 TR1272
 TR1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1272!SPC WA N     -   1.00000095  x   0.99995028  =   0.99995123
 TR1272!UTM  10      -   1.00000095  x   0.99961002  =   0.99961097
 TR1272
 TR1272:                Primary Azimuth Mark                     Grid Az
 TR1272:SPC WA N     -  FARM                                     283 52 57.0
 TR1272:UTM  10      -  FARM                                     282 16 06.0
 TR1272
 TR1272|---------------------------------------------------------------------|
 TR1272| PID    Reference Object                     Distance      Geod. Az  |
 TR1272|                                                           dddmmss.s |
 TR1272| TR0309 FARM                                APPROX. 1.7 KM 2823322.7 |
 TR1272|---------------------------------------------------------------------|
 TR1272
 TR1272                          SUPERSEDED SURVEY CONTROL
 TR1272
 TR1272  NAD 83(1986)-  48 20 51.48609(N)    122 36 52.57653(W) AD(       ) 2
 TR1272  NAD 27      -  48 20 52.12100(N)    122 36 47.95900(W) AD(       ) 2
 TR1272
 TR1272.Superseded values are not recommended for survey control.
 TR1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1272.See file dsdata.txt to determine how the superseded data were derived.
 TR1272
 TR1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2855555011(NAD 83)
 TR1272_MARKER: Z = SEE DESCRIPTION
 TR1272_SETTING: 0 = UNSPECIFIED SETTING
 TR1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1272
 TR1272  HISTORY     - Date     Condition        Report By
 TR1272  HISTORY     - 1954     MONUMENTED       USN
 TR1272  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1272
 TR1272                          STATION DESCRIPTION
 TR1272
 TR1272'DESCRIBED BY US NAVY 1954 (RAG)
 TR1272'THE STATION IS LOCATED 4.2 MILES NORTH-NORTHEAST OF OAK HARBOR ON
 TR1272'WHIDBEY ISLAND, ON THE NORTHERN POINT OF CLEARED HILLSIDE OF
 TR1272'PROPERTY OWNED BY MR. DEAN ANDERSON WHO LIVES IN HOUSE JUST NORTH
 TR1272'OF THE STATION.
 TR1272'
 TR1272'THE MARK IS A 12- BY 12-INCH CONCRETE POST WITH A 1-1/2-INCH
 TR1272'BRASS DISK EMBEDDED.  THE MARK PROJECTS 4 INCHES.  THE STATION IS
 TR1272'85 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD AND ABOUT 25
 TR1272'FEET HIGHER THAN THE ROAD.
 TR1272'
 TR1272'TO REACH FROM THE STOP LIGHT IN THE BUSINESS CENTER OF OAK
 TR1272'HARBOR GO EAST FOR 0.25 MILE TO FORKS.  TAKE LEFT FORK AS PER
 TR1272'SIGN SEATTLE AND CONTINUE NORTH FOR 0.15 MILE TO CROSS ROAD,
 TR1272'CONTINUE NORTH FOR 0.45 MILE TO CROSSROAD AT CAUTION LIGHT.  TURN
 TR1272'RIGHT AND GO EAST ON 700 E AVE. FOR 0.35 MILE TO T-JUNCTION,
 TR1272'TURN LEFT AND GO NORTH ON 70 NE STREET FOR 0.7 MILE TO FORKS.
 TR1272'TAKE LEFT FORK STRAIGHT AHEAD FOR 2.1 MILES TO Y-JUNCTION.  TAKE
 TR1272'RIGHT FORK AND GO NORTH FOR 0.75 MILE TO T-ROAD RIGHT, EAST.  GO
 TR1272'EAST FOR 1.0 MILE TO HOUSE ON LEFT AND STATION ON HILLSIDE TO
 TR1272'RIGHT.
 TR1272'
 TR1272'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 TR1272'
 TR1272'OBSERVATIONS WERE MADE FROM A 4-FOOT TRIPOD.
 TR1272
 TR1272                          STATION RECOVERY (1960)
 TR1272
 TR1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1272'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 TR1272'DESCRIPTION AND THE DIRECTIONS FOR REACHING THE STATION ARE
 TR1272'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4635 ***********************************************************************
 SY4635  DESIGNATION -  ANDOVER
 SY4635  PID         -  SY4635
 SY4635  STATE/COUNTY-  WA/KING
 SY4635  USGS QUAD   -  TACOMA NORTH (1994)
 SY4635
 SY4635                         *CURRENT SURVEY CONTROL
 SY4635  ___________________________________________________________________
 SY4635* NAD 83(1991)-  47 34 03.93864(N)    122 23 57.57053(W)     ADJUSTED  
 SY4635* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 SY4635  ___________________________________________________________________
 SY4635  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 SY4635  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 SY4635
 SY4635  HORZ ORDER  -  FIRST
 SY4635
 SY4635.The horizontal coordinates were established by classical geodetic methods
 SY4635.and adjusted by the National Geodetic Survey in December 1991..
 SY4635
 SY4635.The orthometric height was scaled from a topographic map.
 SY4635
 SY4635.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4635
 SY4635.The geoid height was determined by GEOID03.
 SY4635
 SY4635;                    North         East     Units Scale Factor Converg.
 SY4635;SPC WA N     -    64,323.684   382,174.025   MT  0.99998805   -1 09 57.3
 SY4635;SPC WA N     -   211,035.29  1,253,849.28   sFT  0.99998805   -1 09 57.3
 SY4635;UTM  10      - 5,268,435.245   545,180.571   MT  0.99962508   +0 26 36.1
 SY4635
 SY4635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4635!SPC WA N     -   0.99998517  x   0.99998805  =   0.99997322
 SY4635!UTM  10      -   0.99998517  x   0.99962508  =   0.99961026
 SY4635
 SY4635:                Primary Azimuth Mark                     Grid Az
 SY4635:SPC WA N     -  W SEATTLE MUNICIPAL STANDPIPE            080 34 02.4
 SY4635:UTM  10      -  W SEATTLE MUNICIPAL STANDPIPE            078 57 29.0
 SY4635
 SY4635|---------------------------------------------------------------------|
 SY4635| PID    Reference Object                     Distance      Geod. Az  |
 SY4635|                                                           dddmmss.s |
 SY4635| SY4650 W SEATTLE MUNICIPAL STANDPIPE       APPROX. 1.3 KM 0792405.1 |
 SY4635| SY4621 MYRTLE STREET TANK                  APPROX. 3.5 KM 1523627.7 |
 SY4635| CF7115 ANDOVER RM 1                                       23132     |
 SY4635| CF7116 ANDOVER RM 2                                       31902     |
 SY4635|---------------------------------------------------------------------|
 SY4635
 SY4635                          SUPERSEDED SURVEY CONTROL
 SY4635
 SY4635  NAD 83(1986)-  47 34 03.93306(N)    122 23 57.57680(W) AD(       ) 1
 SY4635  NAD 27      -  47 34 04.58000(N)    122 23 53.12000(W) AD(       ) 1
 SY4635
 SY4635.Superseded values are not recommended for survey control.
 SY4635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4635.See file dsdata.txt to determine how the superseded data were derived.
 SY4635
 SY4635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4518168435(NAD 83)
 SY4635
 SY4635  HISTORY     - Date     Condition        Report By
 SY4635  HISTORY     - 1933     MONUMENTED       CGS
 SY4635  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4635  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY4635
 SY4635                          STATION DESCRIPTION
 SY4635
 SY4635'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY4635'STATION IS ON LOTS 9 AND 10, OLIVER AND DRYDENS, ADDITION ON
 SY4635'FIFTY-SECOND AVENUE, SW BETWEEN DAKOTA AND ANDOVER STREETS.
 SY4635'
 SY4635'THE REFERENCE MARKS AND CENTER ARE LARGE CONCRETE MONUMENTS POURED
 SY4635'IN PLACE.  THE REFERENCE MARKS ARE NEAR THE PROPERTY LINES ON EITHER
 SY4635'SIDE OF THE ALLEY.  THE LOCALITY IS MARKED BY A GROVE OF MADRONA
 SY4635'TREES 200 FEET NORTHWESTWARD, WHICH IS THE FEATURE OF THIS DISTRICT
 SY4635'AT PRESENT.
 SY4635'
 SY4635'REQUIRES A TRIPOD 25 FEET HIGH TO SEE OVER WOODED AREAS AND
 SY4635'INTERVENING BUILDINGS.
 SY4635
 SY4635                          STATION RECOVERY (1963)
 SY4635
 SY4635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4635'THE STATION WAS NOT FOUND.  I TALKED TO MR. PECK, WHO HAS LIVED IN
 SY4635'THE AREA SINCE 1924, AND HE DOES NOT REMEMBER THE MARKS.  ALSO ASKED
 SY4635'ANOTHER RESIDENT OF THE COMMUNITY ABOUT THEM AND HE HAS NEVER SEEN
 SY4635'THEM.  A SEARCH WAS MADE ALONG THE ALLEY, BUT NOTHING WAS FOUND.
 SY4635
 SY4635                          STATION RECOVERY (1969)
 SY4635
 SY4635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY4635'DURING THE CONSTRUCTION OF A GAS MAIN, REFERENCE MARK NO. 1 WAS
 SY4635'ACCIDENTLY DUG OUT.  TOP OF THE MONUMENT WAS ABOUT 1 FOOT
 SY4635'UNDERGROUND.  THE SITE WAS VISITED IN AN ATTEMPT TO LOCATE THE
 SY4635'STATION MARK.  EMPLOYEES OF THE CONSTRUCTION COMPANY HAD MARKED THE
 SY4635'LOCATION OF THE REFERENCE MARK, BUT EVEN WITH THIS CLUE, THE OTHER
 SY4635'MARKS WERE NOT FOUND.  A LOCAL RESIDENT GAVE THE FOLLOWING
 SY4635'INFORMATION--
 SY4635'
 SY4635'IN 1948, A DEVELOPER CUT DOWN THE TOP OF THE HILL, LEVELED EACH LOT
 SY4635'IN A STAIRSTEP FASHION, HAULED OUT THE EXCESS DIRT AND BUILT THE
 SY4635'EXISTING HOUSES.  HE BOUGHT THE HOUSE AND LOT ON WHICH THE STATION
 SY4635'SHOULD BE IN 1949, AND HAD NOT SEEN ANY OF THE MARKS UNTIL THE
 SY4635'CONSTRUCTION COMPANY UNEARTHED REFERENCE MARK NO. 1.  IT IS
 SY4635'BELIEVED THE STATION MARK AND REFERENCE MARK NO. 2 WOULD HAVE BEEN
 SY4635'DESTROYED DURING THE 1948 LANDSCAPING OPERATIONS.
 SY4635'
 SY4635'REFERENCE MARK NO. 1 DISK WAS REMOVED FROM THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1501 ***********************************************************************
 SX1501  DESIGNATION -  ANDREALLI
 SX1501  PID         -  SX1501
 SX1501  STATE/COUNTY-  WA/KING
 SX1501  USGS QUAD   -  CARNATION (1993)
 SX1501
 SX1501                         *CURRENT SURVEY CONTROL
 SX1501  ___________________________________________________________________
 SX1501* NAD 83(1991)-  47 39 39.78180(N)    121 53 56.26154(W)     ADJUSTED  
 SX1501* NAVD 88     -        35.     (meters)     115.     (feet)  VERTCON   
 SX1501  ___________________________________________________________________
 SX1501  LAPLACE CORR-          17.62  (seconds)                    DEFLEC99
 SX1501  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SX1501
 SX1501  HORZ ORDER  -  SECOND
 SX1501
 SX1501.The horizontal coordinates were established by classical geodetic methods
 SX1501.and adjusted by the National Geodetic Survey in December 1991..
 SX1501
 SX1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1501
 SX1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1501
 SX1501.The geoid height was determined by GEOID03.
 SX1501
 SX1501;                    North         East     Units Scale Factor Converg.
 SX1501;SPC WA N     -    74,050.995   419,962.270   MT  0.99997385   -0 47 36.2
 SX1501;SPC WA N     -   242,948.97  1,377,826.21   sFT  0.99997385   -0 47 36.2
 SX1501;UTM  10      - 5,279,215.681   582,668.600   MT  0.99968398   +0 48 50.1
 SX1501
 SX1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1501!SPC WA N     -   0.99999804  x   0.99997385  =   0.99997189
 SX1501!UTM  10      -   0.99999804  x   0.99968398  =   0.99968202
 SX1501
 SX1501|---------------------------------------------------------------------|
 SX1501| PID    Reference Object                     Distance      Geod. Az  |
 SX1501|                                                           dddmmss.s |
 SX1501| CF4052 ANDREALLI RM 2                        7.293 METERS 17650     |
 SX1501| CF4155 BR 25                                              2935243.2 |
 SX1501| CF4051 ANDREALLI RM                         11.848 METERS 33539     |
 SX1501|---------------------------------------------------------------------|
 SX1501
 SX1501                          SUPERSEDED SURVEY CONTROL
 SX1501
 SX1501  NAD 83(1986)-  47 39 39.77259(N)    121 53 56.26639(W) AD(       ) 2
 SX1501  NAD 27      -  47 39 40.40683(N)    121 53 51.84819(W) AD(       ) 2
 SX1501  NGVD 29 (07/19/86)   34.     (m)          112.     (f) VERT ANG       
 SX1501
 SX1501.Superseded values are not recommended for survey control.
 SX1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1501.See file dsdata.txt to determine how the superseded data were derived.
 SX1501
 SX1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8266979216(NAD 83)
 SX1501
 SX1501  HISTORY     - Date     Condition        Report By
 SX1501  HISTORY     - 1937     MONUMENTED       WAGS
 SX1501  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 SX1501  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SX1501
 SX1501                          STATION DESCRIPTION
 SX1501
 SX1501'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937 (HJO)
 SX1501'STATION IS LOCATED ONE MILE, AIR LINE, NE OF THE VILLAGE OF TOLT
 SX1501'(CARNATION POST OFFICE) ON THE E SIDE OF THE SNOQUALMIE RIVER VALLEY
 SX1501'ON THE W SLOPE OF A WOODED HILLSIDE RIDGE ABOUT 30 FEET ABOVE THE
 SX1501'ELEVATION OF THE VALLEY BOTTOM AND 200 FEET E OF A FARM ROAD.
 SX1501'
 SX1501'STATION PLATE IS 18 INCHES BELOW THE NATURAL GROUND SURROUNDED
 SX1501'BY A 4-INCH SQUARE WOODEN BOX.
 SX1501'
 SX1501'STATION REACHED FROM THE VILLAGE OF TOLT (CARNATION POST OFFICE),
 SX1501'AS FOLLOWS--GO N ON THE PAVEMENT 0.7 MILE TO THE END OF THE
 SX1501'PAVEMENT.  CONTINUE 100 FEET FARTHER TO A CROSS ROAD.  TURN RIGHT
 SX1501'(E) ON A SMALL ROAD.  GO 0.4 MILE, TURN LEFT (N) AND GO 0.1 MILE
 SX1501'TO THE LOG HOUSE OF ROBERT ANDREALLI ON THE E SIDE OF A FARM
 SX1501'ROAD.  END OF TRUCK TRAVEL.  WALK ABOUT 160 FEET FROM LOG OR 200
 SX1501'FEET E OF ROAD UP GRADUAL SLOPE TO WOODED AND LOGGED-OFF
 SX1501'HILLSIDE.  STATION AMONG STUMPS.
 SX1501'
 SX1501'IT IS UNCERTAIN WHETHER THE DISTANCE GIVEN IS IN METERS OR FEET.
 SX1501
 SX1501                          STATION RECOVERY (1961)
 SX1501
 SX1501'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 SX1501'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  STATION
 SX1501'MARK IS APPROXIMATELY 1 FT BELOW SURFACE OF GROUND.
 SX1501
 SX1501                          STATION RECOVERY (1973)
 SX1501
 SX1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SX1501'THE STATION MARK AND REFERENCE MARK WAS RECOVERED IN GOOD
 SX1501'CONDITION.  A DIFFERENCE IN DISTANCE OF .22 FEET WAS NOTED TO THE
 SX1501'REFERENCE MARK.  A REFERENCE MARK 2 WAS ESTABLISHED AT THIS TIME
 SX1501'AND BR 25 K CO WAS USED FOR THE AZIMUTH MARK.  FOLLOWING IS A
 SX1501'COMPLETE NEW DESCRIPTION.
 SX1501'
 SX1501'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 203 AND
 SX1501'ENTWISTLE ST IN CARNATION, GO NORTH ON HIGHWAY 203 FOR 0.8 MILE TO
 SX1501'CROSSROADS.  TURN RIGHT AND GO EAST ON PAVED ROAD FOR 0.5 MILE TO
 SX1501'WHERE THE ROAD CURVES TO THE LEFT, BEAR LEFT AND GO NORTH FOR 0.15
 SX1501'MILE TO THE RESIDENCE OF BOB ANDREALLI ON THE RIGHT.  CONTINUE
 SX1501'NORTH FOR 0.05 MILE TO THE END OF TRUCK TRAVEL.  FROM THIS
 SX1501'POINT, PACK EAST UPHILL FOR ABOUT 200 FEET THROUGH BRUSH AND
 SX1501'TREES TO THE TO THE STATION.  THE STATION IS ON THE PROPERTY OF
 SX1501'BOB ANDREALLI AND IN THE SW 1/4 SECTION 10, T 25 N, R 7 E.
 SX1501'
 SX1501'STATION MARK IS A STANDARD DISK, STAMPED ANDREALLI KING CO AERIAL,
 SX1501'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS 10
 SX1501'INCHES BELOW THE GROUND SURFACE.  IT IS ON THE WEST SLOPE OF HILL,
 SX1501'23.5 FEET NORTH OF A METAL WITNESS POST AND 4.5 FEET EAST OF A
 SX1501'METAL WITNESS POST.
 SX1501'
 SX1501'REFERENCE MARK IS A STANDARD DISK, STAMPED ANDREALLI 1936 AERIAL
 SX1501'KING CO, CEMENTED IN A DRILL HOLE IN THE TOP OF A 20 BY 20-INCH
 SX1501'ROCK OUTCROP THAT PROJECTS 4 INCHES.  IT IS 15 FEET NORTHEAST OF A
 SX1501'TWIN FORK TREE WITH A WITNESS POST SIGN ATTACHED.
 SX1501'
 SX1501'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANDRELI 1937 NO 2
 SX1501'1973, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 4
 SX1501'INCHES.  IT IS 1.5 FEET EAST OF A METAL WITNESS POST.
 SX1501'
 SX1501'BR 25 K CO WAS USED FOR THE AZIMUTH MARK AND IS A KING COUNTY
 SX1501'STATION MARK DISK, STAMPED BR-25 1973, SET IN THE TOP OF A IRREGULAR
 SX1501'MASS OF CONCRETE 12 INCHES BELOW THE GROUND SURFACE.  IT IS 167.0
 SX1501'FEET NORTH OF POWER LINE POLE NUMBER 37, 21.8 FEET WEST OF THE
 SX1501'CENTERLINE OF HIGHWAY 203 AND 34.0 FEET SOUTH OF POWER POLE
 SX1501'NUMBER 38.  TO REACH THE MARK FROM THE INTERSECTION OF STATE
 SX1501'HIGHWAY 203 AND ENTWISTLE ST IN CARNATION, GO NORTH ON HIGHWAY
 SX1501'203 FOR 1.1 MILES TO THE MARK ON THE LEFT.
 SX1501'
 SX1501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SX1501'1-1/4 MILE NORTHEAST OF CARNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1533 ***********************************************************************
 SW1533  DESIGNATION -  ANDREW
 SW1533  PID         -  SW1533
 SW1533  STATE/COUNTY-  WA/GRANT
 SW1533  USGS QUAD   -  EPHRATA SW (1956)
 SW1533
 SW1533                         *CURRENT SURVEY CONTROL
 SW1533  ___________________________________________________________________
 SW1533* NAD 83(1991)-  47 18 00.33745(N)    119 37 43.75733(W)     ADJUSTED  
 SW1533* NAVD 88     -       756.9    (meters)    2483.     (feet)  VERTCON   
 SW1533  ___________________________________________________________________
 SW1533  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 SW1533  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 SW1533
 SW1533  HORZ ORDER  -  SECOND
 SW1533
 SW1533.The horizontal coordinates were established by classical geodetic methods
 SW1533.and adjusted by the National Geodetic Survey in December 1991..
 SW1533
 SW1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1533
 SW1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1533
 SW1533.The geoid height was determined by GEOID03.
 SW1533
 SW1533;                    North         East     Units Scale Factor Converg.
 SW1533;SPC WA S     -   218,978.377   565,884.620   MT  0.99999256   +0 37 58.2
 SW1533;SPC WA S     -   718,431.56  1,856,573.12   sFT  0.99999256   +0 37 58.2
 SW1533;UTM  11      - 5,241,864.956   301,269.632   MT  1.00008539   -1 55 57.3
 SW1533
 SW1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1533!SPC WA S     -   0.99988454  x   0.99999256  =   0.99987710
 SW1533!UTM  11      -   0.99988454  x   1.00008539  =   0.99996992
 SW1533
 SW1533|---------------------------------------------------------------------|
 SW1533| PID    Reference Object                     Distance      Geod. Az  |
 SW1533|                                                           dddmmss.s |
 SW1533| CF1863 ANDREW RM 1                           7.218 METERS 08346     |
 SW1533| SW1494 LARSON AFB WATER TANK 2             APPROX.26.5 KM 1200800.0 |
 SW1533| SW1498 LARSON AFB WATER TANK 3             APPROX.26.5 KM 1200918.5 |
 SW1533| CF1864 ANDREW RM 2                           8.619 METERS 20004     |
 SW1533| SW1556 QUINCY ELEVATED TANK                APPROX.18.6 KM 2472025.9 |
 SW1533|---------------------------------------------------------------------|
 SW1533
 SW1533                          SUPERSEDED SURVEY CONTROL
 SW1533
 SW1533  NAD 83(1986)-  47 18 00.34559(N)    119 37 43.74622(W) AD(       ) 2
 SW1533  NAD 27      -  47 18 00.85200(N)    119 37 39.59900(W) AD(       ) 2
 SW1533  NGVD 29 (07/19/86)  755.8    (m)         2480.     (f) VERT ANG       
 SW1533
 SW1533.Superseded values are not recommended for survey control.
 SW1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1533.See file dsdata.txt to determine how the superseded data were derived.
 SW1533
 SW1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN0127041865(NAD 83)
 SW1533_MARKER: DS = TRIANGULATION STATION DISK
 SW1533_SETTING: 80 = SET IN A BOULDER
 SW1533_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SW1533
 SW1533  HISTORY     - Date     Condition        Report By
 SW1533  HISTORY     - 1948     MONUMENTED       CGS
 SW1533  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SW1533
 SW1533                          STATION DESCRIPTION
 SW1533
 SW1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SW1533'THE STATION IS LOCATED ON THE EXTREME EASTERN END OF A HIGH RIDGE,
 SW1533'ABOUT 12 MILES NORTHEAST OF QUINCY, ABOUT 6 MILES NORTHEAST OF
 SW1533'WINCHESTER, ABOUT 4 MILES WEST SOUTHWEST OF EPHRATA, AND IS ABOUT
 SW1533'6 FEET SOUTH OF A WHITE WITNESS POST.
 SW1533'
 SW1533'TO REACH, FROM THE NORTH SIDE OF THE COUNTY COURTHOUSE IN
 SW1533'EPHRATA, GO WEST, ON PAVED ROAD 2.7 MILES TO FORKS.  TAKE LEFT
 SW1533'FORK, AND GO WEST, ON PAVED ROAD 1.5 MILES TO FORKS.  TAKE LEFT
 SW1533'FORK, AND GO SOUTH, ON GRAVELED ROAD 2.4 MILES TO RANCH BUILDINGS
 SW1533'ON LEFT.  TURN LEFT, AND GO SOUTH AROUND EAST SIDE OF BARN 0.1
 SW1533'MILE TO GATE.  PASS THROUGH GATE, AND FOLLOW ROAD UP LANE 0.7
 SW1533'MILE TO END OF LANE.  TURN LEFT, AND GO EASTERLY, ON DIM TRACK
 SW1533'ROAD ALONG THE CREST OF RIDGE 2.0 MILES TO HIGHEST POINT (AND
 SW1533'STATION TWO SPRINGS).  CONTINUE, ALONG TOP OF RIDGE, AND GO
 SW1533'EASTERLY 1.1 MILE TO SMALL KNOLL AND THE STATION SITE.
 SW1533'
 SW1533'THE STATION MARK IS A STANDARD DISK, STAMPED ANDREW 1948, SET
 SW1533'INTO A DRILL HOLE IN A BOULDER AND REINFORCED BY A MASS OF CONCRETE
 SW1533'WHICH IS ABOUT 2 FEET IN DIAMETER.
 SW1533'
 SW1533'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ANDREW NO 1
 SW1533'1948, SET INTO A DRILL HOLE IN A BOULDER AND REINFORCED BY A MASS
 SW1533'OF CONCRETE WHICH IS ABOUT 2 FEET IN DIAMETER ABOUT FLUSH WITH THE
 SW1533'GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SW1533'
 SW1533'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ANDREW NO 2
 SW1533'1948, SET INTO A DRILL HOLE IN A BOULDER AND REINFORCED BY A MASS
 SW1533'OF CONCRETE WHICH IS ABOUT 2 FEET IN DIAMETER ABOUT FLUSH WITH THE
 SW1533'GROUND AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 SW1533
 SW1533                          STATION RECOVERY (1966)
 SW1533
 SW1533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SW1533'THE STATION IS 11 MILES EAST-NORTHEAST OF QUINCY, 4 MILES
 SW1533'WEST-SOUTHWEST OF EPHRATA, AT THE SOUTHERN EDGE OF A PLATEAU, ON
 SW1533'A RIDGE THAT OVERLOOKS THE VALLEY TO THE SOUTH, IN SECTION 24,
 SW1533'T 21N, R 25E.
 SW1533'
 SW1533'THE STATION MARK, STAMPED ANDREW 1948, IS A STANDARD DISK SET IN
 SW1533'AN 18-INCH DIAMETER BOULDER WITH CONCRETE AROUND IT ON THE WESTERN
 SW1533'SIDE OF THE SUMMIT OF THE BARE, ROCKY RIDGE.  THE CONCRETE AROUND
 SW1533'THE MARKS MAKES THEM VERY NOTICEABLE ON THE BARE RIDGE.
 SW1533'
 SW1533'REFERENCE MARK NO. 1, STAMPED ANDREW NO 1 1948, IS A STANDARD
 SW1533'DISK SET IN A SMALL BOULDER WHICH PROJECTS 3 INCHES AND IS
 SW1533'SURROUNDED BY CONCRETE ABOUT 2 FEET IN DIAMETER.
 SW1533'
 SW1533'REFERENCE MARK NO. 2, STAMPED ANDREW NO 2 1948, IS A STANDARD
 SW1533'DISK SET IN A BOULDER WHICH PROJECTS 2 INCHES AND IS SURROUNDED
 SW1533'BY CONCRETE ABOUT 2 FEET IN DIAMETER.
 SW1533'
 SW1533'TO REACH FROM BASIN STREET AND 1ST AVE. NW IN EPHRATA, GO
 SW1533'NORTHWEST ON 1ST AVE. NW FOR 2.4 MILES TO A Y, KEEP LEFT 0.15 MILE
 SW1533'TO A Y, KEEP LEFT 1.5 MILES TO A Y, KEEP LEFT AND FOLLOW THE GRAVEL
 SW1533'ROAD WESTERLY 2.4 MILES TO FARM BUILDINGS ON THE LEFT, TURN LEFT
 SW1533'INTO FARMYARD 0.05 MILE TO A ROAD LEFT, BETWEEN THE HOUSE AND
 SW1533'BARN, KEEP LEFT ABOUT 100 FEET TO A GATE, PASS THROUGH GATE AND
 SW1533'BEAR LEFT ABOUT 75 YARDS TO A LANE, FOLLOW TRACK ROAD SOUTH
 SW1533'BETWEEN THE FENCES FOR 0.7 MILE TO A POLE GATE, PASS THROUGH
 SW1533'THE GATE, BEAR LEFT AND GO SOUTHEASTERLY ALONG A FENCE FOR 0.6
 SW1533'MILE TO A GATE, TURN RIGHT AND GO SOUTH ALONG THE WEST SIDE OF
 SW1533'THE FENCE FOR 0.1 MILE TO A FENCE CORNER, BEAR LEFT AND GO
 SW1533'SOUTHEAST AND EAST ALONG THE FENCE FOR 0.65 MILE TO THE BOTTOM
 SW1533'OF A DRAW, CONTINUE EASTERLY ON THE TRACK ROAD FOR 0.6 MILE TO
 SW1533'STATION TWO SPRINGS USGS 0.3 MILE TO THE RIGHT ON TOP OF THE
 SW1533'RIDGE, CONTINUE EAST ON TRACK ROAD 0.2 MILE TO A GATE, TURN
 SW1533'RIGHT AND GO SOUTH ALONG THE WEST SIDE OF THE FENCE ABOUT 1/4
 SW1533'MILE (THIS WAS NOT DRIVEN AND DISTANCES ARE ESTIMATED), TO
 SW1533'A FENCE CORNER, BEAR LEFT AND GO EASTERLY ALONG THE RIDGE ABOUT
 SW1533'3/4 MILE TO A SMALL KNOLL ON THE RIDGE AND THE STATION.
 SW1533'ALTHOUGH THERE IS NO ROAD THE LAST MILE, DRIVING IT SHOULD
 SW1533'PRESENT NO PROBLEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1132 ***********************************************************************
 SB1132  DESIGNATION -  ANDREW
 SB1132  PID         -  SB1132
 SB1132  STATE/COUNTY-  WA/PIERCE
 SB1132  USGS QUAD   -  MT RAINIER WEST (1971)
 SB1132
 SB1132                         *CURRENT SURVEY CONTROL
 SB1132  ___________________________________________________________________
 SB1132* NAD 83(1991)-  46 49 46.46971(N)    121 51 17.35048(W)     ADJUSTED  
 SB1132* NAVD 88     -      2048.3    (meters)    6720.     (feet)  VERTCON   
 SB1132  ___________________________________________________________________
 SB1132  LAPLACE CORR-          25.94  (seconds)                    DEFLEC99
 SB1132  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 SB1132
 SB1132  HORZ ORDER  -  THIRD
 SB1132
 SB1132.The horizontal coordinates were established by classical geodetic methods
 SB1132.and adjusted by the National Geodetic Survey in December 1991..
 SB1132
 SB1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1132
 SB1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1132
 SB1132.The geoid height was determined by GEOID03.
 SB1132
 SB1132;                    North         East     Units Scale Factor Converg.
 SB1132;SPC WA S     -   167,196.118   396,643.625   MT  0.99992369   -0 59 02.9
 SB1132;SPC WA S     -   548,542.60  1,301,321.63   sFT  0.99992369   -0 59 02.9
 SB1132;UTM  10      - 5,186,862.288   587,339.090   MT  0.99969376   +0 50 06.9
 SB1132
 SB1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1132!SPC WA S     -   0.99968206  x   0.99992369  =   0.99960578
 SB1132!UTM  10      -   0.99968206  x   0.99969376  =   0.99937592
 SB1132
 SB1132:                Primary Azimuth Mark                     Grid Az
 SB1132:SPC WA S     -  BEL 2                                    233 23 09.4
 SB1132:UTM  10      -  BEL 2                                    231 33 59.6
 SB1132
 SB1132|---------------------------------------------------------------------|
 SB1132| PID    Reference Object                     Distance      Geod. Az  |
 SB1132|                                                           dddmmss.s |
 SB1132| SB1044 BEL 2                               APPROX. 8.3 KM 2322406.5 |
 SB1132|---------------------------------------------------------------------|
 SB1132
 SB1132                          SUPERSEDED SURVEY CONTROL
 SB1132
 SB1132  NAD 83(1986)-  46 49 46.48097(N)    121 51 17.37235(W) AD(       ) 3
 SB1132  NGVD 29 (11/26/90) 2047.0    (m)         6716.     (f) VERT ANG       
 SB1132
 SB1132.Superseded values are not recommended for survey control.
 SB1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1132.See file dsdata.txt to determine how the superseded data were derived.
 SB1132
 SB1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES8733986862(NAD 83)
 SB1132_MARKER: DS = TRIANGULATION STATION DISK
 SB1132_SETTING: 80 = SET IN A BOULDER
 SB1132_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SB1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1132+STABILITY: SURFACE MOTION
 SB1132
 SB1132  HISTORY     - Date     Condition        Report By
 SB1132  HISTORY     - 1971     MONUMENTED       USGS
 SB1132
 SB1132                          STATION DESCRIPTION
 SB1132
 SB1132'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 SB1132'LOCATED 6 MI NW. OF LONGMIRE.  ON FLAT-TOPPED MOUNTAIN ABOVE ST.
 SB1132'ANDREWS PARK W. OF TAHOMA GLACIER, NEAR CENTER OF FLAT TOP AT
 SB1132'HIGHEST POINT.
 SB1132'
 SB1132'NO TO REACH GIVEN.
 SB1132'
 SB1132'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---ANDREW---,
 SB1132'CEMENTED IN DRILL HOLE IN LARGE ROCK AT GROUND LEVEL.
 SB1132'
 SB1132'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0448 ***********************************************************************
 SD0448  DESIGNATION -  ANDREWS
 SD0448  PID         -  SD0448
 SD0448  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0448  USGS QUAD   -  GRAYLAND (1994)
 SD0448
 SD0448                         *CURRENT SURVEY CONTROL
 SD0448  ___________________________________________________________________
 SD0448* NAD 83(1991)-  46 50 21.58011(N)    124 01 10.01308(W)     ADJUSTED  
 SD0448* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SD0448  ___________________________________________________________________
 SD0448  LAPLACE CORR-          15.08  (seconds)                    DEFLEC99
 SD0448  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 SD0448
 SD0448  HORZ ORDER  -  SECOND
 SD0448
 SD0448.The horizontal coordinates were established by classical geodetic methods
 SD0448.and adjusted by the National Geodetic Survey in December 1991..
 SD0448
 SD0448.The orthometric height was scaled from a topographic map.
 SD0448
 SD0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0448
 SD0448.The geoid height was determined by GEOID03.
 SD0448
 SD0448;                    North         East     Units Scale Factor Converg.
 SD0448;SPC WA S     -   173,380.779   231,632.847   MT  0.99992443   -2 33 23.4
 SD0448;SPC WA S     -   568,833.44    759,948.77   sFT  0.99992443   -2 33 23.4
 SD0448;UTM  10      - 5,187,813.925   422,264.095   MT  0.99967427   -0 44 37.2
 SD0448
 SD0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0448!SPC WA S     -   1.00000266  x   0.99992443  =   0.99992709
 SD0448!UTM  10      -   1.00000266  x   0.99967427  =   0.99967693
 SD0448
 SD0448:                Primary Azimuth Mark                     Grid Az
 SD0448:SPC WA S     -  NEAR ELK RIV BARN NORTH GABLE            089 09 45.8
 SD0448:UTM  10      -  NEAR ELK RIV BARN NORTH GABLE            087 20 59.6
 SD0448
 SD0448|---------------------------------------------------------------------|
 SD0448| PID    Reference Object                     Distance      Geod. Az  |
 SD0448|                                                           dddmmss.s |
 SD0448| SD0445 NEAR ELK RIV BARN NORTH GABLE       APPROX. 0.7 KM 0863622.4 |
 SD0448| DD9327 ANDREWS RM 1                         30.937 METERS 09022     |
 SD0448| DD9328 ANDREWS RM 2                         26.140 METERS 22455     |
 SD0448|---------------------------------------------------------------------|
 SD0448
 SD0448                          SUPERSEDED SURVEY CONTROL
 SD0448
 SD0448  NAD 83(1986)-  46 50 21.57381(N)    124 01 10.00851(W) AD(       ) 2
 SD0448  NAD 27      -  46 50 22.24000(N)    124 01 05.39700(W) AD(       ) 2
 SD0448
 SD0448.Superseded values are not recommended for survey control.
 SD0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0448.See file dsdata.txt to determine how the superseded data were derived.
 SD0448
 SD0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2226487814(NAD 83)
 SD0448_MARKER: Z = SEE DESCRIPTION
 SD0448_SETTING: 0 = UNSPECIFIED SETTING
 SD0448
 SD0448  HISTORY     - Date     Condition        Report By
 SD0448  HISTORY     - 1940     MONUMENTED       CGS
 SD0448  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SD0448  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SD0448
 SD0448                          STATION DESCRIPTION
 SD0448
 SD0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (GLB)
 SD0448'ABOUT 2.2 NAUTICAL MILES SE BY WATER FROM THE FERTILIZER PLANT AT
 SD0448'BAY CITY, BETWEEN ANDREWS CREEK AND ELK RIVER, 60 FEET N OF THE
 SD0448'TREE LINE, A STANDARD DISK, STAMPED ANDREWS 1940 SET IN TOP OF AN
 SD0448'8-INCH CONCRETE-FILLED TILE, PROJECTING 1 FOOT ABOVE GROUND.
 SD0448'
 SD0448'REFERENCE MARK NO.1 IS E OF THE STATION, 60 FEET N OF THE TREE
 SD0448'LINE, A STANDARD DISK STAMPED, NO.1 ANDREWS 1940 SET IN TOP OF A
 SD0448'4-INCH CONCRETE-FILLED PIPE PROJECTING 1 FOOT ABOVE GROUND.
 SD0448'
 SD0448'REFERENCE MARK NO.2 IS SW OF THE STATION, 20 FEET N OF THE TREE
 SD0448'LINE, A STANDARD DISK STAMPED NO.2 ANDREWS 1940, SET IN TOP OF A
 SD0448'4-INCH CONCRETE-FILLED PIPE PROJECTING 1 FOOT ABOVE GROUND.
 SD0448'
 SD0448'A 4- BY 4-INCH WHITE POST STENCILED U.S.C. AND G.S. TRIANGULATION
 SD0448'MARK WAS PLACED 2 FEET E OF TRIANGULATION MARK.
 SD0448'
 SD0448'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/3 METERS.
 SD0448
 SD0448                          STATION RECOVERY (1956)
 SD0448
 SD0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HGC)
 SD0448'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SD0448'CONDITION AS DESCRIBED, EXCEPT THAT THE BARN 0.7 MILE EAST OF THE
 SD0448'STATION IS NOT VISIBLE AND PROBABLY NO LONGER REMAINS.
 SD0448
 SD0448                          STATION RECOVERY (1967)
 SD0448
 SD0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SD0448'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 SD0448'DESCRIBED.  REFERENCE MARK NO. 2 WAS SEARCHED FOR, BUT WAS NOT
 SD0448'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2264 ***********************************************************************
 TR2264  DESIGNATION -  ANDREWS BAY 1909 RM
 TR2264  PID         -  TR2264
 TR2264  STATE/COUNTY-  WA/SAN JUAN
 TR2264  USGS QUAD   -  ROCHE HARBOR (1994)
 TR2264
 TR2264                         *CURRENT SURVEY CONTROL
 TR2264  ___________________________________________________________________
 TR2264* NAD 83(1991)-  48 33 05.45270(N)    123 10 07.49732(W)     ADJUSTED  
 TR2264* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2264  ___________________________________________________________________
 TR2264  LAPLACE CORR-          -8.62  (seconds)                    DEFLEC99
 TR2264  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 TR2264
 TR2264  HORZ ORDER  -  THIRD
 TR2264
 TR2264.The horizontal coordinates were established by classical geodetic methods
 TR2264.and adjusted by the National Geodetic Survey in December 1991..
 TR2264
 TR2264.The orthometric height was scaled from a topographic map.
 TR2264
 TR2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2264
 TR2264.The geoid height was determined by GEOID03.
 TR2264
 TR2264;                    North         East     Units Scale Factor Converg.
 TR2264;SPC WA N     -   175,120.837   327,615.899   MT  0.99997088   -1 44 19.6
 TR2264;SPC WA N     -   574,542.28  1,074,853.16   sFT  0.99997088   -1 44 19.6
 TR2264;UTM  10      - 5,377,615.487   487,546.819   MT  0.99960191   -0 07 35.4
 TR2264
 TR2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2264!SPC WA N     -   1.00000278  x   0.99997088  =   0.99997366
 TR2264!UTM  10      -   1.00000278  x   0.99960191  =   0.99960469
 TR2264
 TR2264:                Primary Azimuth Mark                     Grid Az
 TR2264:SPC WA N     -  DARCY 2 1894                             287 13 48.5
 TR2264:UTM  10      -  DARCY 2 1894                             285 37 04.3
 TR2264
 TR2264|---------------------------------------------------------------------|
 TR2264| PID    Reference Object                     Distance      Geod. Az  |
 TR2264|                                                           dddmmss.s |
 TR2264| TR2324 DARCY 2 1894                        APPROX. 7.3 KM 2852928.9 |
 TR2264|---------------------------------------------------------------------|
 TR2264
 TR2264                          SUPERSEDED SURVEY CONTROL
 TR2264
 TR2264  NAD 83(1986)-  48 33 05.45271(N)    123 10 07.49753(W) AD(       ) 3
 TR2264  NAD 27      -  48 33 06.10100(N)    123 10 02.81900(W) AD(       ) 3
 TR2264
 TR2264.Superseded values are not recommended for survey control.
 TR2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2264.See file dsdata.txt to determine how the superseded data were derived.
 TR2264
 TR2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8754777615(NAD 83)
 TR2264
 TR2264  HISTORY     - Date     Condition        Report By
 TR2264  HISTORY     - 1909     MONUMENTED       CGS
 TR2264  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2264  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR2264  HISTORY     - 1988     GOOD             USPSQD
 TR2264  HISTORY     - 19950610 GOOD             USPSQD
 TR2264
 TR2264                          STATION DESCRIPTION
 TR2264
 TR2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (FM)
 TR2264'REFERENCE MARK IS A CONCRETE MONUMENT 5 FEET 8 INCHES HIGH, ON A
 TR2264'POINT OF LAND JUST N OF ANDREWS BAY, ON W SIDE OF SAN JUAN ISLAND,
 TR2264'WASHINGTON.  THE POINT OF LAND IS NEARLY DUE E OF KELP REEFS
 TR2264'BEACON, AND IS IDENTIFIED BY TWO ROCKS, AWASH, WHICH LIE NW FROM
 TR2264'IT ABOUT 100 YARDS OFFSHORE.  THE MONUMENT IS CENTERED OVER A
 TR2264'DRILL HOLE, PLUGGED WITH WOOD, ON THE ROCKY LEDGE A FEW FEET
 TR2264'ABOVE HIGH WATER, CLOSE TO EARTH BANK WHICH RISES BACK OF IT, AND
 TR2264'IS WITNESSED BY THREE MARKS AS FOLLOWS--
 TR2264'
 TR2264'1. AN ARROW CUT IN ROCK BEARS SW 21.7 FEET DISTANT.
 TR2264'
 TR2264'2. AN ARROW CUT IN ROCK BEARS SE 28.2 FEET DISTANT.
 TR2264'
 TR2264'3. A FIR TREE, 3 FEET IN DIAMETER, BLAZED AND MARKED 38 FEET TO
 TR2264'MONUMENT, BEARS N 30 DEG E (TRUE).
 TR2264'
 TR2264'MONUMENT SET, WITNESS MARKS ESTABLISHED, AND GEOGRAPHIC POSITION
 TR2264'DETERMINED BY F. MORSE, 1909.
 TR2264
 TR2264                          STATION RECOVERY (1950)
 TR2264
 TR2264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2264'RECOVERED.  ON THE W SIDE OF SAN JUAN ISLAND, ABOUT 4-1/2 MILES NW
 TR2264'OF LIME KILM LIGHTHOUSE, ABOUT 2-1/2 MILES S OF THE MOUTH OF
 TR2264'MITCHELL BAY, ON THE N POINT OF ANDREWS BAY, A CONCRETE MONUMENT
 TR2264'5 FEET 8 INCHES HIGH.
 TR2264'
 TR2264'WITNESS MARK 1 IS SW OF AND 21.7 FEET FROM THE STATION AND IS
 TR2264'AN ARROW CUT IN THE ROCK.
 TR2264'
 TR2264'WITNESS MARK 2 IS SE OF AND 28.2 FEET FROM THE STATION AND IS AN
 TR2264'ARROW CUT IN THE ROCK.
 TR2264'
 TR2264'WITNESS MARK 3 IS A LARGE FIR TREE.  IT WAS ORIGINALLY MARKED 30
 TR2264'FEET TO MONUMENT BUT THIS MARKING WAS NOT FOUND BY THIS
 TR2264'PARTY.  IT IS ROUGHLY 38 FEET NE OF THE MONUMENT.
 TR2264
 TR2264                          STATION RECOVERY (1955)
 TR2264
 TR2264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (PT)
 TR2264'REFERENCE MARK AND WITNESS MARK 3 RECOVERED IN GOOD CONDITION.
 TR2264'
 TR2264'STATION IS ON THE E SIDE OF HARO STRAIT, ON THE W SHORE OF SAN
 TR2264'JUAN ISLAND, AND ON THE FIRST PROMINENT POINT N OF ANDREWS
 TR2264'BAY.  THE POINT OF LAND IS NEARLY DUE E OF KELP REEFS NAVIGATION
 TR2264'POINT.  THE TWO ROCKS MENTIONED IN THE ORIGINAL DESCRIPTION, ABOUT
 TR2264'100 YD. OFFSHORE TO THE NW AS BEING AWASH, ARE NOT VISIBLE AT
 TR2264'HIGH WATER.  A LARGE KELP BED LIES TO NW OF THE STATION.  THERE
 TR2264'IS A DWELLING ABOUT 100 FT. E OF THE STATION AT THE S END OF A
 TR2264'N-S PUBLIC ROAD.
 TR2264'
 TR2264'STATION IS MARKED BY A PYRAMID-SHAPED CONCRETE MONUMENT 5 FT. 8
 TR2264'IN. HIGH, CENTERED OVER A DRILL HOLE PLUGGED WITH WOOD ON A ROCKY
 TR2264'LEDGE ABOUT 10 FT. ABOVE HIGH-WATERLINE, CLOSE TO A GRASS-COVERED
 TR2264'LAWN TO THE DWELLING.  REFERENCE MARK 1909 IS INSCRIBED ON THE W
 TR2264'SIDE OF THE MONUMENT.
 TR2264'
 TR2264'WITNESS MARKS 1 AND 2 WERE NOT FOUND.  ROCKS ARE DETERIORATED BY
 TR2264'EROSION FROM HEAVY SEAS AND BOTH WITNESS MARKS SHOULD BE CONSIDERED
 TR2264'LOST.
 TR2264'
 TR2264'WITNESS MARK 3 (A FIR TREE), ABOUT 3 TO 4 FT. IN DIAMETER, BLAZED
 TR2264'AND MARKED 38 FT. TO MONUMENT WAS RECOVERED.  BLAZE IS NOW NEARLY
 TR2264'GROWN OVER.  IT WAS NOT REBLAZED AS IT IS ONE OF SEVERAL SHADE
 TR2264'TREES TO THE DWELLING.  REVISED DISTANCE TO WITNESS MARKS
 TR2264'FOLLOWS--WITNESS MARK 3--11.890 M. (39.029 FT.) SLOPE
 TR2264'DISTANCE.  BEARS TRUE N 30 DEG E.
 TR2264
 TR2264                          STATION RECOVERY (1988)
 TR2264
 TR2264'RECOVERY NOTE BY US POWER SQUADRON 1988 (EC)
 TR2264'RECOVERED IN GOOD CONDITION.
 TR2264
 TR2264                          STATION RECOVERY (1995)
 TR2264
 TR2264'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR2264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4462 ***********************************************************************
 SY4462  DESIGNATION -  ANDREWS BAY HOUSE
 SY4462  PID         -  SY4462
 SY4462  STATE/COUNTY-  WA/KING
 SY4462  USGS QUAD   -  POVERTY BAY (1994)
 SY4462
 SY4462                         *CURRENT SURVEY CONTROL
 SY4462  ___________________________________________________________________
 SY4462* NAD 83(1991)-  47 33 05.55543(N)    122 15 26.48883(W)     ADJUSTED  
 SY4462* NAVD 88     -                                                        
 SY4462  ___________________________________________________________________
 SY4462  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 SY4462  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 SY4462
 SY4462  HORZ ORDER  -  THIRD
 SY4462
 SY4462.The horizontal coordinates were established by classical geodetic methods
 SY4462.and adjusted by the National Geodetic Survey in December 1991..
 SY4462
 SY4462
 SY4462.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4462
 SY4462.The geoid height was determined by GEOID03.
 SY4462
 SY4462;                    North         East     Units Scale Factor Converg.
 SY4462;SPC WA N     -    62,313.405   392,821.058   MT  0.99999078   -1 03 36.8
 SY4462;SPC WA N     -   204,439.90  1,288,780.42   sFT  0.99999078   -1 03 36.8
 SY4462;UTM  10      - 5,266,725.277   555,876.015   MT  0.99963837   +0 32 52.8
 SY4462
 SY4462                          SUPERSEDED SURVEY CONTROL
 SY4462
 SY4462  NAD 83(1986)-  47 33 05.54940(N)    122 15 26.49571(W) AD(       ) 4
 SY4462  NAD 27      -  47 33 06.19000(N)    122 15 22.05000(W) AD(       ) 3
 SY4462
 SY4462.Superseded values are not recommended for survey control.
 SY4462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4462.See file dsdata.txt to determine how the superseded data were derived.
 SY4462
 SY4462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5587666725(NAD 83)
 SY4462
 SY4462  HISTORY     - Date     Condition        Report By
 SY4462  HISTORY     - 1919     MONUMENTED       CGS
 SY4462  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY4462
 SY4462                          STATION DESCRIPTION
 SY4462
 SY4462'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY4462'STATION IS TIP OF PYRAMIDAL ROOF, SE SIDE OF ANDREWS BAY.
 SY4462
 SY4462                          STATION RECOVERY (1936)
 SY4462
 SY4462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY4462'STATION RECOVERED AS DESCRIBED.  IT IS TIP OF PYRAMIDAL ROOF, SE
 SY4462'SIDE OF ANDREWS BAY.  PYRAMIDAL ROOF IS LOCATED BETWEEN 2 BRICK
 SY4462'BATHHOUSES AT SEWARD PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1736 ***********************************************************************
 SC1736  DESIGNATION -  ANDY
 SC1736  PID         -  SC1736
 SC1736  STATE/COUNTY-  WA/WAHKIAKUM
 SC1736  USGS QUAD   -  NASSA POINT (1985)
 SC1736
 SC1736                         *CURRENT SURVEY CONTROL
 SC1736  ___________________________________________________________________
 SC1736* NAD 83(1991)-  46 09 51.80291(N)    123 19 42.42028(W)     ADJUSTED  
 SC1736* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 SC1736  ___________________________________________________________________
 SC1736  LAPLACE CORR-          10.31  (seconds)                    DEFLEC99
 SC1736  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 SC1736
 SC1736  HORZ ORDER  -  SECOND
 SC1736
 SC1736.The horizontal coordinates were established by classical geodetic methods
 SC1736.and adjusted by the National Geodetic Survey in December 1991..
 SC1736
 SC1736.The orthometric height was scaled from a topographic map.
 SC1736
 SC1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1736
 SC1736.The geoid height was determined by GEOID03.
 SC1736
 SC1736;                    North         East     Units Scale Factor Converg.
 SC1736;SPC WA S     -    96,287.678   281,608.303   MT  0.99994140   -2 03 16.5
 SC1736;SPC WA S     -   315,903.82    923,909.91   sFT  0.99994140   -2 03 16.5
 SC1736;SPC OR N     -   281,391.248 2,281,583.272   MT  1.00004597   -2 00 21.2
 SC1736;SPC OR N     -   923,199.63  7,485,509.42   iFT  1.00004597   -2 00 21.2
 SC1736;UTM  10      - 5,112,365.006   474,642.779   MT  0.99960790   -0 14 12.9
 SC1736
 SC1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1736!SPC WA S     -   1.00000081  x   0.99994140  =   0.99994221
 SC1736!SPC OR N     -   1.00000081  x   1.00004597  =   1.00004678
 SC1736!UTM  10      -   1.00000081  x   0.99960790  =   0.99960871
 SC1736
 SC1736|---------------------------------------------------------------------|
 SC1736| PID    Reference Object                     Distance      Geod. Az  |
 SC1736|                                                           dddmmss.s |
 SC1736| SC1737 ANDERSON 1872                        14.558 METERS 01101     |
 SC1736| SC1748 DIKE 66.0 DOLPHIN SOUTH END         APPROX. 3.0 KM 1265935.1 |
 SC1736| SC1747 DIKE 66.4 DOLPHIN NORTH END         APPROX. 2.3 KM 1301808.2 |
 SC1736| SC1746 CATHLAMET CHAN DIKE S END LT        APPROX. 2.5 KM 1375428.1 |
 SC1736| SC1741 DIKE 67.0 DOLPHIN NORTH END         APPROX. 1.9 KM 1475543.4 |
 SC1736| SC1743 WESTPORT BAR DIKE 6 LIGHT           APPROX. 2.9 KM 1555307.3 |
 SC1736| SC1740 FISHING 67 LIGHT                    APPROX. 2.1 KM 1560317.0 |
 SC1736| SC1739 DIKE 67.1 DOLPHIN NORTH END         APPROX. 2.7 KM 1695345.4 |
 SC1736| SC1735 CATHLAMET CHANNEL LIGHT              64.060 METERS 18827     |
 SC1736| SC1721 WESTPORT LUMBER CO STACK            APPROX. 4.6 KM 2280721.5 |
 SC1736| SC1726 CATHLAMET CHANNEL 6 LIGHT           APPROX. 2.5 KM 3043708.2 |
 SC1736| CE2898 ANDY RM 1                            11.070 METERS 30904     |
 SC1736| SC1768 PUGET ISLAND NORTH LIGHT            APPROX. 9.4 KM 3094716.4 |
 SC1736| SC1819 CATHLAMET LIGHT                     APPROX. 5.6 KM 3113806.0 |
 SC1736| SC1820 CAT                                 APPROX. 5.4 KM 3130916.5 |
 SC1736|---------------------------------------------------------------------|
 SC1736
 SC1736                          SUPERSEDED SURVEY CONTROL
 SC1736
 SC1736  NAD 83(1991)-  46 09 51.80291(N)    123 19 42.42028(W) AD(       ) 2
 SC1736  NAD 83(1986)-  46 09 51.81946(N)    123 19 42.41364(W) AD(       ) 2
 SC1736  NAD 27      -  46 09 52.41878(N)    123 19 37.96620(W) AD(       ) 2
 SC1736
 SC1736.Superseded values are not recommended for survey control.
 SC1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1736.See file dsdata.txt to determine how the superseded data were derived.
 SC1736
 SC1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7464312365(NAD 83)
 SC1736_MARKER: Z = SEE DESCRIPTION
 SC1736_SETTING: 0 = UNSPECIFIED SETTING
 SC1736
 SC1736  HISTORY     - Date     Condition        Report By
 SC1736  HISTORY     - 1936     MONUMENTED       CGS
 SC1736
 SC1736                          STATION DESCRIPTION
 SC1736
 SC1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1736'STATION IS ON THE STEEP SLOPE OF A ROCKY, BRUSH-COVERED POINT,
 SC1736'ABOVE THE CATHLAMET CHANNEL LIGHT, AT A POINT 3.9 MILES ALONG THE
 SC1736'OCEAN BEACH HIGHWAY, E OF CATHLAMET, AND APPROXIMATELY 150 FEET
 SC1736'ABOVE THE RIVER.
 SC1736'
 SC1736'THE STATION IS MARKED BY A STANDARD DISK CEMENTED INTO A 2 1/2-FOOT
 SC1736'SECTION OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING ABOUT 3 INCHES
 SC1736'ABOVE THE GROUND.  THE REFERENCE MARK IS SIMILARLY SET.
 SC1736'
 SC1736'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SC1736'DESCRIBED IN NOTE 7A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2429 ***********************************************************************
 TR2429  DESIGNATION -  ANGELES 1892
 TR2429  PID         -  TR2429
 TR2429  STATE/COUNTY-  WA/CLALLAM
 TR2429  USGS QUAD   -  EDIZ HOOK (1978)
 TR2429
 TR2429                         *CURRENT SURVEY CONTROL
 TR2429  ___________________________________________________________________
 TR2429* NAD 83(1991)-  48 08 19.54944(N)    123 27 27.37484(W)     ADJUSTED  
 TR2429* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2429  ___________________________________________________________________
 TR2429  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 TR2429  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 TR2429
 TR2429  HORZ ORDER  -  THIRD
 TR2429
 TR2429.The horizontal coordinates were established by classical geodetic methods
 TR2429.and adjusted by the National Geodetic Survey in December 1991..
 TR2429
 TR2429.The orthometric height was scaled from a topographic map.
 TR2429
 TR2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2429
 TR2429.The geoid height was determined by GEOID03.
 TR2429
 TR2429;                    North         East     Units Scale Factor Converg.
 TR2429;SPC WA N     -   129,940.074   304,737.730   MT  0.99994232   -1 57 13.8
 TR2429;SPC WA N     -   426,311.73    999,793.70   sFT  0.99994232   -1 57 13.8
 TR2429;UTM  10      - 5,331,824.674   465,956.470   MT  0.99961424   -0 20 26.9
 TR2429
 TR2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2429!SPC WA N     -   1.00000268  x   0.99994232  =   0.99994500
 TR2429!UTM  10      -   1.00000268  x   0.99961424  =   0.99961692
 TR2429
 TR2429:                Primary Azimuth Mark                     Grid Az
 TR2429:SPC WA N     -  NEW EDIZ HOOK LIGHTHOUSE 1909            089 06 05.0
 TR2429:UTM  10      -  NEW EDIZ HOOK LIGHTHOUSE 1909            087 29 18.1
 TR2429
 TR2429|---------------------------------------------------------------------|
 TR2429| PID    Reference Object                     Distance      Geod. Az  |
 TR2429|                                                           dddmmss.s |
 TR2429| TR2440 NEW EDIZ HOOK LIGHTHOUSE 1909       APPROX. 4.0 KM 0870851.2 |
 TR2429|---------------------------------------------------------------------|
 TR2429
 TR2429                          SUPERSEDED SURVEY CONTROL
 TR2429
 TR2429  NAD 83(1986)-  48 08 19.54743(N)    123 27 27.37671(W) AD(       ) 3
 TR2429  NAD 27      -  48 08 20.20300(N)    123 27 22.68800(W) AD(       ) 3
 TR2429
 TR2429.Superseded values are not recommended for survey control.
 TR2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2429.See file dsdata.txt to determine how the superseded data were derived.
 TR2429
 TR2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6595631825(NAD 83)
 TR2429
 TR2429  HISTORY     - Date     Condition        Report By
 TR2429  HISTORY     - 1892     MONUMENTED       CGS
 TR2429  HISTORY     - 1908     SEE DESCRIPTION  CGS
 TR2429  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TR2429
 TR2429                          STATION DESCRIPTION
 TR2429
 TR2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (JJG)
 TR2429'STATION IS ON EDIZ HOOK NEAR THE BASE OF SPIT, 23 PACES FROM
 TR2429'HIGH-WATER MARK OF PORT ANGELES AND 14 PACES BACK FROM HIGH-WATER
 TR2429'MARK OF STRAIT.  ABOUT 98 PACES FROM SIGNAL IN LINE TO EDIZ HOOK
 TR2429'LIGHT IS THE W GABLE OF AN OLD HUT THE ONLY ONE ON THE SPIT BEYOND
 TR2429'BRADSHAWS WHARF AND WAREHOUSE.  STATION MARK IS A LARGE STONE, 18
 TR2429'INCHES BENEATH SURFACE, HAVING 5/8-INCH HOLE 1-1/2 INCHES
 TR2429'DEEP.  THREE STUBS, EACH 6 FEET, MARKED WITH WIRE NAILS, 2
 TR2429'PARALLEL WITH BEACH AND ONE AT RIGHT ANGLES TO BEACH.  POLE 8 BY 8
 TR2429'INCHES BY 36 FEET ROUNDED ABOVE BRACES.  BRACES BOARDED TO NE AND
 TR2429'NW AND WHITE-WASHED.  SMOKE NEARLY OBSCURES THE OLYMPIC
 TR2429'MOUNTAINS AND IT IS DIFFICULT TO TAKE RANGES.
 TR2429
 TR2429                          STATION RECOVERY (1908)
 TR2429
 TR2429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1908 (HWR)
 TR2429'FOUND SIGNAL STANDING AND IN GOOD CONDITION IN 1908.
 TR2429
 TR2429                          STATION RECOVERY (1926)
 TR2429
 TR2429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR2429'ROAD AND RAILROAD HAVE BEEN BUILT ALONG THE SPIT AND ALL SURFACE
 TR2429'MARKS DESTROYED.  THERE IS NOTHING TO INDICATE WHERE TO DIG FOR THE
 TR2429'SUBSURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2431 ***********************************************************************
 TR2431  DESIGNATION -  ANGELES 2
 TR2431  PID         -  TR2431
 TR2431  STATE/COUNTY-  WA/CLALLAM
 TR2431  USGS QUAD   -  EDIZ HOOK (1978)
 TR2431
 TR2431                         *CURRENT SURVEY CONTROL
 TR2431  ___________________________________________________________________
 TR2431* NAD 83(1991)-  48 08 17.52370(N)    123 27 33.96006(W)     ADJUSTED  
 TR2431* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2431  ___________________________________________________________________
 TR2431  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 TR2431  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 TR2431
 TR2431  HORZ ORDER  -  THIRD
 TR2431
 TR2431.The horizontal coordinates were established by classical geodetic methods
 TR2431.and adjusted by the National Geodetic Survey in December 1991..
 TR2431
 TR2431.The orthometric height was scaled from a topographic map.
 TR2431
 TR2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2431
 TR2431.The geoid height was determined by GEOID03.
 TR2431
 TR2431;                    North         East     Units Scale Factor Converg.
 TR2431;SPC WA N     -   129,882.188   304,599.543   MT  0.99994232   -1 57 18.7
 TR2431;SPC WA N     -   426,121.81    999,340.33   sFT  0.99994232   -1 57 18.7
 TR2431;UTM  10      - 5,331,762.941   465,820.011   MT  0.99961435   -0 20 31.8
 TR2431
 TR2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2431!SPC WA N     -   1.00000268  x   0.99994232  =   0.99994500
 TR2431!UTM  10      -   1.00000268  x   0.99961435  =   0.99961703
 TR2431
 TR2431|---------------------------------------------------------------------|
 TR2431| PID    Reference Object                     Distance      Geod. Az  |
 TR2431|                                                           dddmmss.s |
 TR2431| CF7502 ANGELES 2 RM                         10.080 METERS 02003     |
 TR2431| TR2438 EDIZ                                APPROX. 2.2 KM 0792004.4 |
 TR2431| TR2403 MILL                                APPROX. 4.4 KM 1211954.2 |
 TR2431| TR2418 WEATHER BUREAU TOWER                APPROX. 2.9 KM 1390101.2 |
 TR2431| TR2415 PORT ANGELES SHINGLE MILL STK       APPROX. 1.8 KM 1505454.6 |
 TR2431| TR2434 PORT ANGELES CRESCENT BOXWOOD CO ST APPROX. 1.1 KM 1814008.0 |
 TR2431| TR2435 PORT ANGELES NELSON LUMBER CO STACK APPROX. 0.7 KM 2003808.7 |
 TR2431| TR2436 PULP 1940                           314.256 METERS 21204     |
 TR2431| TR2430 PORT ANGELES WASH PULP E STK        APPROX. 0.5 KM 2353515.1 |
 TR2431| TR2432 PORT ANGELES WASH PULP HI STK       APPROX. 0.6 KM 2355514.6 |
 TR2431|---------------------------------------------------------------------|
 TR2431
 TR2431                          SUPERSEDED SURVEY CONTROL
 TR2431
 TR2431  NAD 83(1986)-  48 08 17.52268(N)    123 27 33.96831(W) AD(       ) 3
 TR2431  NAD 27      -  48 08 18.19100(N)    123 27 29.29200(W) AD(       ) 3
 TR2431
 TR2431.Superseded values are not recommended for survey control.
 TR2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2431.See file dsdata.txt to determine how the superseded data were derived.
 TR2431
 TR2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6582031763(NAD 83)
 TR2431_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2431_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TR2431_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TR2431
 TR2431  HISTORY     - Date     Condition        Report By
 TR2431  HISTORY     - 1926     MONUMENTED       CGS
 TR2431  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TR2431  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2431  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TR2431  HISTORY     - 1957     SEE DESCRIPTION  LOCENG
 TR2431
 TR2431                          STATION DESCRIPTION
 TR2431
 TR2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR2431'ON EDIZ HOOK ABOUT 150 METERS W OF THE LOCATION OF TRIANGULATION
 TR2431'ANGELES, WHICH WAS NOT RECOVERED, AND ABOUT 250 METERS E OF THE
 TR2431'WASHINGTON PULP COMPANYS PLANT.  THE STATION IS MIDWAY BETWEEN
 TR2431'THE ROAD AND RAILROAD.  THE EASTERN ABUTMENT OF THE RAILROAD
 TR2431'TRESTLE IS DISTANT 8 METERS, IN RANGE WITH THE EASTERN END OF THE
 TR2431'CRESCENT BOX BOARD COMPANYS PLANT.  STATION AND REFERENCE MARKS
 TR2431'ARE MARKED, AS DESCRIBED IN NOTES 6A AND 13A, BY STANDARD BRONZE
 TR2431'DISKS SET IN CONCRETE IN THE TOP OF A TILE.  REFERENCE MARK IS
 TR2431'ONE METER S OF THE ROAD AND IS NEARLY IN RANGE WITH THE STATION
 TR2431'AND THE NELSON LUMBER COMPANYS STACK.
 TR2431
 TR2431                          STATION RECOVERY (1931)
 TR2431
 TR2431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (KTA)
 TR2431'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.  OLD SIGNAL
 TR2431'WAS STILL STANDING.  THE VIEW IS PARTLY OBSTRUCTED BY SMALL
 TR2431'DWELLINGS.
 TR2431
 TR2431                          STATION RECOVERY (1940)
 TR2431
 TR2431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (FBT)
 TR2431'STATION RECOVERED IN GOOD CONDITION.  NO NAME OR DATE STAMPED ON
 TR2431'THE MARK.  THE RAILROAD TRESTLE IS NO LONGER IN USE, THE RAILS
 TR2431'HAVING BEEN REMOVED.  THE LINE TO NEW EDIZ HOOK LIGHTHOUSE IS NOW
 TR2431'OBSTRUCTED BY THE COAST GUARD HANGAR ON THE SPIT.  CLARENCE
 TR2431'MADDOX LIVES IN A SMALL HOUSE ABOUT 75 METERS NE OF THE
 TR2431'STATION.  THE REFERENCE MARK WAS NOT RECOVERED.  IT IS PROBABLY
 TR2431'COVERED BY A LARGE DRIFT LOG.
 TR2431
 TR2431                          STATION RECOVERY (1948)
 TR2431
 TR2431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JCP)
 TR2431'STATION MARK WAS RECOVERED AS DESCRIBED IN 1940 AND IN GOOD
 TR2431'CONDITION.  THE REFERENCE MARK WAS NOT RECOVERED.  ADDITIONAL
 TR2431'INFORMATION FOLLOWS--
 TR2431'
 TR2431'STATION MARK IS 5.5 METERS N OF THE CENTER LINE OF TRACK, 8.9
 TR2431'METERS S OF CENTER LINE OF ROAD, AND 30.7 METERS E OF NE CORNER OF
 TR2431'SMALL SHACK.
 TR2431
 TR2431                          STATION RECOVERY (1957)
 TR2431
 TR2431'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957 (WKM)
 TR2431'RECOVERED BY RAYONIER INC.
 TR2431'
 TR2431'MR. MERRIDITH REPORTS BY LETTER OF 14 AUGUST 1957--
 TR2431'
 TR2431'IN LOOKING FOR YOUR STATION ANGELES 2 IT WAS FOUND LYING ON
 TR2431'THE BEACH SOME 50 FT. FROM ITS TRUE POSITION, AS IT HAD VERY
 TR2431'RECENTLY BEEN DUG OUT BY A POWER SHOVEL THAT BUILT A SMALL DIKE TO
 TR2431'PROTECT A RAILROAD SPUR FROM WAVES WASHING OVER THE SPIT.
 TR2431'
 TR2431'MR. MERRIDITH WAS REQUESTED TO REMOVE THE DISC AND RETURN IT TO
 TR2431'THE SEATTLE DISTRICT OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2469 ***********************************************************************
 TR2469  DESIGNATION -  ANGELES POINT MONUMENT
 TR2469  PID         -  TR2469
 TR2469  STATE/COUNTY-  WA/CLALLAM
 TR2469  USGS QUAD   -  ANGELES POINT (1978)
 TR2469
 TR2469                         *CURRENT SURVEY CONTROL
 TR2469  ___________________________________________________________________
 TR2469* NAD 83(1991)-  48 09 01.56078(N)    123 33 03.89648(W)     ADJUSTED  
 TR2469* NAVD 88     -         4.29   (+/-2cm)      14.1    (feet)  VERTCON   
 TR2469  ___________________________________________________________________
 TR2469  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 TR2469  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 TR2469
 TR2469  HORZ ORDER  -  FIRST
 TR2469  VERT ORDER  -  THIRD ? (See Below)
 TR2469
 TR2469.The horizontal coordinates were established by classical geodetic methods
 TR2469.and adjusted by the National Geodetic Survey in December 1991..
 TR2469
 TR2469.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2469.The vertical order pertains to the NGVD 29 superseded value.
 TR2469
 TR2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2469
 TR2469.The geoid height was determined by GEOID03.
 TR2469
 TR2469;                    North         East     Units Scale Factor Converg.
 TR2469;SPC WA N     -   131,478.199   297,831.016   MT  0.99994241   -2 01 24.3
 TR2469;SPC WA N     -   431,358.06    977,133.92   sFT  0.99994241   -2 01 24.3
 TR2469;UTM  10      - 5,333,167.344   459,011.456   MT  0.99962064   -0 24 37.8
 TR2469
 TR2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2469!SPC WA N     -   1.00000248  x   0.99994241  =   0.99994489
 TR2469!UTM  10      -   1.00000248  x   0.99962064  =   0.99962312
 TR2469
 TR2469|---------------------------------------------------------------------|
 TR2469| PID    Reference Object                     Distance      Geod. Az  |
 TR2469|                                                           dddmmss.s |
 TR2469| CF7503 ANGELES POINT MON RM                 15.160 METERS 11614     |
 TR2469| TR2474 PLACE 2 1955                        APPROX. 1.4 KM 2345855.7 |
 TR2469| TR2472 ANGELES PT MON INITIATIVE 77         60.592 METERS 33510     |
 TR2469| TR2471 TS 302 + 55.2                        60.597 METERS 33618     |
 TR2469|---------------------------------------------------------------------|
 TR2469
 TR2469                          SUPERSEDED SURVEY CONTROL
 TR2469
 TR2469  NAD 83(1986)-  48 09 01.55991(N)    123 33 03.90240(W) AD(       ) 1
 TR2469  NAD 27      -  48 09 02.23300(N)    123 32 59.21400(W) AD(       ) 1
 TR2469  NGVD 29 (07/19/86)    3.20   (m)           10.5    (f) LEVELING    3  
 TR2469
 TR2469.Superseded values are not recommended for survey control.
 TR2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2469.See file dsdata.txt to determine how the superseded data were derived.
 TR2469
 TR2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU5901133167(NAD 83)
 TR2469
 TR2469  HISTORY     - Date     Condition        Report By
 TR2469  HISTORY     - 1909     MONUMENTED       CGS
 TR2469  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR2469  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR2469  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR2469  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TR2469  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TR2469
 TR2469                          STATION DESCRIPTION
 TR2469
 TR2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (FM)
 TR2469'REFERENCING BOUNDARY TURNING POINT NO.9.  REFERENCE MARK IS IN
 TR2469'LINE WITH TURNING POINT NO.9 AND RACE ROCKS LIGHTHOUSE.
 TR2469'
 TR2469'REFERENCE MARK IS A CONCRETE MONUMENT 5 FEET 8 INCHES HIGH, ON
 TR2469'ANGELES POINT, ABOUT 2,500 FEET E OF THE PRESENT MOUTH OF ELWHA
 TR2469'RIVER, CLALLAM COUNTY, WASHINGTON.  THE POINT IS FORMED BY A GRAVEL
 TR2469'AND COBBLE SPIT, AND BEHIND THIS IS A FRESH WATER SLOUGH.  THE
 TR2469'MONUMENT STANDS NEAR THE INSHORE OF THIS SLOUGH ON A POINT
 TR2469'BETWEEN THE SLOUGH AND A BIGHT THAT MAKES IN FROM IT ON LAND
 TR2469'OWNED BY MR. HJORTH.  REFERENCE MARK IS WITNESSED AS
 TR2469'FOLLOWS--REFERENCE MARK NO.1 IS A FIR TREE, 3-1/2 FEET IN
 TR2469'DIAMETER, BLAZED AND MARKED 272 FEET TO MONUMENT, BEARS DUE S.
 TR2469'NO.2 IS A FIR TREE, 16 INCHES IN DIAMETER, BLAZED AND MARKED 279
 TR2469'FEET TO MONUMENT, BEARS S 45 DEG E (TRUE).
 TR2469'
 TR2469'MONUMENT SET, WITNESS MARKS ESTABLISHED, AND GEOGRAPHIC POSITION
 TR2469'DETERMINED BY FREMONT MORSE, 1909.
 TR2469
 TR2469                          STATION RECOVERY (1942)
 TR2469
 TR2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2469'THE ORIGINAL DESCRIPTION IS NOW INADEQUATE AND SHOULD READ
 TR2469'AS FOLLOWS--
 TR2469'
 TR2469'ON ANGELES POINT ABOUT 4.5 MILES W OF PORT ANGELES, 0.5 MILE NE
 TR2469'OF THE ELWHA RIVER, 700 FEET N OF A RED, HIP-ROOFED BARN, AND
 TR2469'ABOUT 140 FEET INSHORE, S, FROM MEAN HIGH WATER, THE STATION IS
 TR2469'LOCATED ON THE PENINSULA FORMED BY THE MAIN E-W SLOUGH AND THE
 TR2469'SMALL ARM OF THE SAME MAKING INLAND.  IT IS 100 FEET E OF THE W
 TR2469'END OF THE PENINSULA AND 40 FEET S OF THE MAIN OR N SLOUGH.  THE
 TR2469'STATION IS ABOUT 270 FEET NW OF A LONE FIR TREE AND 200 FEET
 TR2469'INSHORE, S, OF A U.S.E. TRAVERSE STATION DISK STAMPED 302 -
 TR2469'55.2 AND A 6- BY 6-INCH BY 10-FOOT WHITE POST SET IN A CONCRETE
 TR2469'BASE INSCRIBED ANGELES POINT MONUMENT, INITIATIVE 77.  THE
 TR2469'STATION MARK IS AN 18-INCH SQUARE CONCRETE POST 5 FEET 8
 TR2469'INCHES HIGH ON A 4- BY 4-FOOT CONCRETE FOUNDATION, THE
 TR2469'FOUNDATION PROJECTING 8 INCHES.
 TR2469'
 TR2469'REFERENCE MARK IS AN UNSTAMPED BRONZE DISK E OF THE STATION AND
 TR2469'SET IN A 12- BY 12-INCH BY 2 1/2-FOOT CONCRETE POST, PROJECTING
 TR2469'1 INCH.
 TR2469'
 TR2469'ORIGINAL WITNESS MARKS WERE FIR TREES, ONE 3-1/2 FEET IN
 TR2469'DIAMETER, BLAZED AND MARKED 272 FEET TO MONUMENT BEARS DUE S.  AND
 TR2469'THE OTHER FIR TREE 16 INCHES IN DIAMETER, BLAZED AND MARKED 279
 TR2469'FEET TO MONUMENT BEARS S 45 DEG E (TRUE), BUT ONLY THE LONE FIR
 TR2469'MENTIONED ABOVE REMAINS.
 TR2469'
 TR2469'TO REACH THE STATION FROM PORT ANGELES--
 TR2469'
 TR2469'FROM CORNER OF LINCOLN AND FIRST STREETS, GO N ON LINCOLN
 TR2469'STREET FOLLOWING STATE HIGHWAY 9A FOR 4.4 MILES, TURN RIGHT OFF THE
 TR2469'HIGHWAY AND GO 1.85 MILES, CROSS THE RAILROAD TRACK AND CONTINUE
 TR2469'1.8 MILES, TURN LEFT AND CONTINUE 0.4 MILE, AND THEN TURN RIGHT
 TR2469'TOWARDS A YELLOW FARMHOUSE ABOUT 1/4 MILE DISTANT, CONTINUE
 TR2469'THROUGH FARMYARD AND FOR A SHORT DISTANCE TOWARD THE STATION
 TR2469'MONUMENT.
 TR2469
 TR2469                          STATION RECOVERY (1955)
 TR2469
 TR2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 TR2469'THE STATION WAS RECOVERED BY THE 1942 DESCRIPTION.  THE MONUMENT
 TR2469'AND THE REFERENCE MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 TR2469'CONDITION.  THE TWO TREES THAT HAD BEEN MARKED AND USED AS
 TR2469'REFERENCE MARKS WERE NOT FOUND.  THE DESCRIPTION WAS FOUND TO BE
 TR2469'ADEQUATE.
 TR2469
 TR2469                          STATION RECOVERY (1962)
 TR2469
 TR2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 TR2469'PREVIOUS DESCRIPTIONS ARE IN BOOK NO. 1197, PAGE 1.
 TR2469'
 TR2469'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 TR2469'IN 1942, EXCEPT THAT THE RED, HIP-ROOFED BARN IS GONE, THE
 TR2469'U.S.E. TRAVERSE STATION IS GONE AND THE 6-INCH BY 6-INCH BY
 TR2469'10-FOOT WHITE POST SET IN A CONCRETE BASE IS ALSO GONE.  A LONE
 TR2469'TREE WITH SOME ILLEGIBLE MARKINGS WAS FOUND, BUT ITS BEARING WAS
 TR2469'S 30 DEG E.  THE REMAINS OF THE WOODEN TOWER USED IN 1955 IS
 TR2469'NEAR THE STATION SITE.  THE UNSTAMPED REFERENCE MARK EAST OF THE
 TR2469'STATION WAS FOUND PUSHED OVER, AND ABOUT HALF EXPOSED.  A USC AND
 TR2469'GS HYDROGRAPHIC STATION DISK WAS FOUND ABOUT 18 FEET WEST
 TR2469'OF THE STATION.  THE STAMPING HAD BEEN PUT ON IT WITH A NAIL
 TR2469'OR OTHER SIMILAR OBJECT AND COULDNT BE MADE OUT EXCEPT 1925
 TR2469'OR 1926.  IT WAS SET IN A TILE FILLED WITH CONCRETE AND IS NOW
 TR2469'LAYING ALMOST FLAT, HAVING BEEN PUSHED OVER TO THE WEST.
 TR2469'
 TR2469'NEW DIRECTIONS TO REACH THE STATION FOLLOW--
 TR2469'
 TR2469'TO REACH FROM THE JUNCTION OF LINCOLN AND 1ST STREETS IN PORT
 TR2469'ANGELES, GO SOUTH TOWARD NEAH BAY ON STATE HIGHWAY 9A FOR 2.9 MILES
 TR2469'TO THE ENTRANCE TO LINCOLN PARK ON THE RIGHT, CONTINUE WESTERLY
 TR2469'ON STATE HIGHWAY 9A FOR 2.3 MILES TO A BLACKTOP SIDEROAD RIGHT,
 TR2469'0.3 MILE EAST OF THE DRY CREEK SCHOOL, TURN RIGHT AND GO NORTH
 TR2469'2.0 MILES TO A ROAD RIGHT AND A SIGN PRIVATE ROAD DEAD END,
 TR2469'CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 0.5 MILE TO A POINT
 TR2469'WHERE THE BLACKTOP ROAD TURNS LEFT, TURN LEFT AND GO WEST 0.4
 TR2469'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE TO A Y,
 TR2469'KEEP LEFT AND GO 0.1 MILE TO THE END OF TRUCK TRAVEL AT THE MARTIN
 TR2469'HOPIE FARMYARD.  FROM HERE PACK NORTH ACROSS THE PASTURE FOR ABOUT
 TR2469'200 YARDS TO THE TREES AND BRUSH AT THE EDGE OF A SLOUGH, THEN
 TR2469'EASTERLY ABOUT 50 YARDS TO THE BASE OF THE PENINSULA, THEN
 TR2469'WESTERLY ON THE PENINSULA ABOUT 40 YARDS TO THE MONUMENT MARKED
 TR2469'WITH A SMALL DRILL HOLE IN THE TOP.
 TR2469
 TR2469                          STATION RECOVERY (1968)
 TR2469
 TR2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CIH)
 TR2469'STATION RECOVERED AS DESCRIBED IN 1942.  THE REFERENCE MARK
 TR2469'WAS FOUND TILTED.
 TR2469'
 TR2469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR2469'4 MILES SOUTHWEST OF PORT ANGELES.
 TR2469
 TR2469                          STATION RECOVERY (1974)
 TR2469
 TR2469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (KWJ)
 TR2469'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE
 TR2469'MARKS WERE RECOVERED AS DESCRIBED IN PREVIOUS DESCRIPTION.
 TR2469'
 TR2469'OF THE STATION ABOUT 30 FEET PUSHED OVER ON ITS SIDE AND ONE WEST OF
 TR2469'THE STATION 18 FEET PUSHED OVER ON ITS SIDE.  THE MONUMENT IS
 TR2469'RESTRICTED FROM VIEW FROM THE STRAIT OF JUAN DE FUCA BY A ROW OF
 TR2469'BRUSH ALONG A NARROW LAGOON.
 TR2469'
 TR2469'THE DESCRIPTION TO REACH THE MONUMENT IS ADEQUATE EXCEPT FOR THE
 TR2469'FOLLOWING MINOR CHANGES.  STATE HIGHWAY 9A IS NOW STATE HIGHWAY 112.
 TR2469'THE BLACKTOP SIDE ROAD 2.3 MILES WEST OF LINCOLN PARK AND 0.3 MILES
 TR2469'EAST OF DRY CREEK SCHOOL IS NOW CALLED LOWER ELWHA ROAD.
 TR2469'
 TR2469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST
 TR2469'NORTHWEST OF PORT ANGELES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2472 ***********************************************************************
 TR2472  DESIGNATION -  ANGELES PT MON INITIATIVE 77
 TR2472  PID         -  TR2472
 TR2472  STATE/COUNTY-  WA/CLALLAM
 TR2472  USGS QUAD   -  ANGELES POINT (1978)
 TR2472
 TR2472                         *CURRENT SURVEY CONTROL
 TR2472  ___________________________________________________________________
 TR2472* NAD 83(1991)-  48 09 03.34116(N)    123 33 05.12756(W)     ADJUSTED  
 TR2472* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2472  ___________________________________________________________________
 TR2472  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 TR2472  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 TR2472
 TR2472  HORZ ORDER  -  SECOND
 TR2472
 TR2472.The horizontal coordinates were established by classical geodetic methods
 TR2472.and adjusted by the National Geodetic Survey in December 1991..
 TR2472
 TR2472.The orthometric height was scaled from a topographic map.
 TR2472
 TR2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2472
 TR2472.The geoid height was determined by GEOID03.
 TR2472
 TR2472;                    North         East     Units Scale Factor Converg.
 TR2472;SPC WA N     -   131,534.050   297,807.530   MT  0.99994242   -2 01 25.2
 TR2472;SPC WA N     -   431,541.30    977,056.87   sFT  0.99994242   -2 01 25.2
 TR2472;UTM  10      - 5,333,222.494   458,986.415   MT  0.99962067   -0 24 38.8
 TR2472
 TR2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2472!SPC WA N     -   1.00000282  x   0.99994242  =   0.99994524
 TR2472!UTM  10      -   1.00000282  x   0.99962067  =   0.99962349
 TR2472
 TR2472:                Primary Azimuth Mark                     Grid Az
 TR2472:SPC WA N     -  RACE ROCKS LH                            007 12 39.3
 TR2472:UTM  10      -  RACE ROCKS LH                            005 35 52.9
 TR2472
 TR2472|---------------------------------------------------------------------|
 TR2472| PID    Reference Object                     Distance      Geod. Az  |
 TR2472|                                                           dddmmss.s |
 TR2472| TR2464 RACE ROCKS LH                       APPROX.16.4 KM 0051114.1 |
 TR2472|---------------------------------------------------------------------|
 TR2472
 TR2472                          SUPERSEDED SURVEY CONTROL
 TR2472
 TR2472  NAD 83(1986)-  48 09 03.34028(N)    123 33 05.13347(W) AD(       ) 2
 TR2472  NAD 27      -  48 09 04.02800(N)    123 33 00.44800(W) AD(       ) 2
 TR2472
 TR2472.Superseded values are not recommended for survey control.
 TR2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2472.See file dsdata.txt to determine how the superseded data were derived.
 TR2472
 TR2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU5898633222(NAD 83)
 TR2472
 TR2472  HISTORY     - Date     Condition        Report By
 TR2472  HISTORY     - 1940     MONUMENTED       CGS
 TR2472  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR2472  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR2472
 TR2472                          STATION DESCRIPTION
 TR2472
 TR2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FBT)
 TR2472'STATION RECOVERED IN GOOD CONDITION.  IT IS MARKED BY A 10-FOOT
 TR2472'POST, 7 INCHES SQUARE SET IN CONCRETE BASE, 2.3 FEET SQUARE.  BASE
 TR2472'IS INSCRIBED ANGELES POINT MONUMENT INITIATIVE 77.  THE
 TR2472'U.S. ENGINEERS HAVE A MARK SET IN A CONCRETE POST 1.20 METERS N 47
 TR2472'DEG E (MAGNETIC) FROM THE MONUMENT, INSCRIBED 302+55.2.
 TR2472'
 TR2472'*(THE GEOGRAPHIC POSITION AND ABOVE DESCRIPTION SHOW THAT THIS IS
 TR2472'NOT THE BOUNDARY MONUMENT.)
 TR2472
 TR2472                          STATION RECOVERY (1942)
 TR2472
 TR2472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2472'ON ANGELES POINT ABOUT 4.5 MILES W OF PORT ANGELES, 0.5 MILE NE
 TR2472'OF THE ELWHA RIVER, 900 FEET NW OF A RED, HIP-ROOFED BARN, THE
 TR2472'STATION IS ON THE BEACH ABOUT 25 FEET S OF MEAN HIGH WATER AND
 TR2472'35 FEET N OF THE SLOUGH.  IT IS ABOUT 200 FEET N FROM ANGELES
 TR2472'POINT MONUMENT (1909) AND ABOUT 3 FEET W FROM THE U.S.E. TRAVERSE
 TR2472'STATION DISK, STAMPED 302 + 55.2.
 TR2472'
 TR2472'THE STATION IS MARKED WITH A 6- BY 6-INCH BY 10-FOOT WOODEN POST
 TR2472'PAINTED WHITE AND SET IN A 3-FOOT SQUARE CONCRETE FOUNDATION
 TR2472'PROJECTING 4 INCHES AND INSCRIBED ANGELES POINT MONUMENT,
 TR2472'INITIATIVE 77.  THE TRUE AZIMUTH OF INITIATIVE 77 TO ANGELES POINT
 TR2472'MONUMENT IS 350 DEG - 10 MIN - 08 SEC AND A DISTANCE OF 60.592
 TR2472'METERS.
 TR2472'
 TR2472'TO REACH FROM PORT ANGELES FROM CORNER OF LINCOLN AND FIRST
 TR2472'STREETS, GO N ON LINCOLN STREET FOLLOWING STATE HIGHWAY 9A FOR 4.4
 TR2472'MILES, TURN RIGHT OFF THE HIGHWAY AND GO 1.85 MILES, CROSS THE
 TR2472'RAILROAD TRACK AND CONTINUE 1.8 MILES, TURN LEFT AND CONTINUE 0.4
 TR2472'MILE AND THEN TURN RIGHT TOWARDS A YELLOW FARMHOUSE ABOUT 1/4
 TR2472'MILE DISTANCE, CONTINUE THROUGH FARMYARD AND FOR A SHORT
 TR2472'DISTANCE TOWARD THE STATION.
 TR2472
 TR2472                          STATION RECOVERY (1962)
 TR2472
 TR2472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 TR2472'THE STATION WAS NOT RECOVERED.  SOME DIGGING AND PRODDING WAS DONE
 TR2472'IN THE SAND BUT NOTHING WAS FOUND.  THE LANDOWNER, MR. MARTIN HOPIE
 TR2472'SAYS THAT TIDAL ACTION DESTROYED THIS SEVERAL YEARS AGO, BUT THAT
 TR2472'THE CEMENT BASE IS PROBABLY BURIED SOMEWHERE NEAR THE ORIGINAL
 TR2472'POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2390 ***********************************************************************
 SY2390  DESIGNATION -  ANGLE
 SY2390  PID         -  SY2390
 SY2390  STATE/COUNTY-  WA/KING
 SY2390  USGS QUAD   -  DES MOINES (1995)
 SY2390
 SY2390                         *CURRENT SURVEY CONTROL
 SY2390  ___________________________________________________________________
 SY2390* NAD 83(1991)-  47 24 34.05227(N)    122 17 33.70881(W)     ADJUSTED  
 SY2390* NAVD 88     -       145.9    (meters)     479.     (feet)  VERTCON   
 SY2390  ___________________________________________________________________
 SY2390  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 SY2390  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY2390
 SY2390  HORZ ORDER  -  FIRST
 SY2390
 SY2390.The horizontal coordinates were established by classical geodetic methods
 SY2390.and adjusted by the National Geodetic Survey in December 1991..
 SY2390
 SY2390.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2390
 SY2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2390
 SY2390.The geoid height was determined by GEOID03.
 SY2390
 SY2390;                    North         East     Units Scale Factor Converg.
 SY2390;SPC WA N     -    46,569.058   389,862.051   MT  1.00001812   -1 05 11.5
 SY2390;SPC WA N     -   152,785.32  1,279,072.41   sFT  1.00001812   -1 05 11.5
 SY2390;SPC WA S     -   232,311.077   364,708.947   MT  1.00001831   -1 18 07.9
 SY2390;SPC WA S     -   762,173.93  1,196,549.27   sFT  1.00001831   -1 18 07.9
 SY2390;UTM  10      - 5,250,909.920   553,360.827   MT  0.99963499   +0 31 14.6
 SY2390
 SY2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2390!SPC WA N     -   0.99998071  x   1.00001812  =   0.99999883
 SY2390!SPC WA S     -   0.99998071  x   1.00001831  =   0.99999902
 SY2390!UTM  10      -   0.99998071  x   0.99963499  =   0.99961571
 SY2390
 SY2390|---------------------------------------------------------------------|
 SY2390| PID    Reference Object                     Distance      Geod. Az  |
 SY2390|                                                           dddmmss.s |
 SY2390| CE3337 ANGLE RM 1                           32.867 METERS 05334     |
 SY2390| SY2423 ANGLE 1973 RM 3                     171.275 METERS 14357     |
 SY2390| SY2389 CHARLIE                             APPROX. 3.0 KM 1702818.9 |
 SY2390| SY2386 DES MOINES MASONIC HOME TANK        APPROX. 3.0 KM 2235421.3 |
 SY2390| SY2374 KING COUNTY WATER DISTRICT 75 LARGE  53.368 METERS 25028     |
 SY2390| SY2824 MAURY ISLAND RADIO STATION KING S M APPROX.10.1 KM 2593745.5 |
 SY2390| SY2823 MAURY ISLAND RADIO STATION KING CEN APPROX.10.1 KM 2600220.0 |
 SY2390| SY2820 MAURY ISLAND RADIO STATION KING N M APPROX.10.2 KM 2602633.3 |
 SY2390| SY2817 MAURY ISLAND RADIO STATION KIRO SE  APPROX.10.7 KM 2631036.3 |
 SY2390| SY2815 MAURY ISLAND RADIO STATION KIRO NW  APPROX.10.8 KM 2635428.0 |
 SY2390| SY2831 VASHON IS NIKE SITE TOWER           APPROX.12.9 KM 2744053.9 |
 SY2390| SY2394 VORTAC SEATTLE SEA                  APPROX. 4.6 KM 3375848.4 |
 SY2390| CE3338 ANGLE RM 2                           27.951 METERS 34656     |
 SY2390| SY2350 AIRPORT BCN SEATAC APT              APPROX. 3.9 KM 3483418.5 |
 SY2390|---------------------------------------------------------------------|
 SY2390
 SY2390                          SUPERSEDED SURVEY CONTROL
 SY2390
 SY2390  NAD 83(1986)-  47 24 34.04559(N)    122 17 33.71900(W) AD(       ) 1
 SY2390  NAD 27      -  47 24 34.68728(N)    122 17 29.27645(W) AD(       ) 1
 SY2390  NGVD 29 (07/19/86)  144.8    (m)          475.     (f) VERT ANG       
 SY2390
 SY2390.Superseded values are not recommended for survey control.
 SY2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2390.See file dsdata.txt to determine how the superseded data were derived.
 SY2390
 SY2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5336150910(NAD 83)
 SY2390_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2390_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY2390
 SY2390  HISTORY     - Date     Condition        Report By
 SY2390  HISTORY     - 1973     MONUMENTED       NGS
 SY2390  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY2390
 SY2390                          STATION DESCRIPTION
 SY2390
 SY2390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LDF)
 SY2390'THE STATION IS ABOUT 3-3/4 MILES NORTHWEST OF KENT, 3 MILES
 SY2390'SOUTH-SOUTHEAST OF THE SEA-TAC AIRPORT, 1/4 MILE WEST OF INTERSTATE
 SY2390'5, IN THE NE 1/4 SECTION 9, T-22-N, R-4-E.  IT IS ON PROPERTY OF
 SY2390'THE KING COUNTY WATER DISTRICT NUMBER 75.
 SY2390'
 SY2390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 516 AND
 SY2390'STATE HIGHWAY 99 ABOUT 2-1/2 MILES WEST OF KENT, GO NORTH ON
 SY2390'STATE HIGHWAY 99 FOR 1.0 MILE TO S 216 ST.  TURN RIGHT AND GO EAST
 SY2390'ON S 216 ST FOR 0.1 MILE TO 30 AVE S.  (TO REACH REFERENCE MARK 3
 SY2390'FROM THIS POINT, GO EAST ON S 216 ST FOR 0.15 MILE TO THE EAST
 SY2390'END OF THE OVERPASS OVER INTERSTATE 5 AND THE MARK ON THE LEFT).
 SY2390'TURN LEFT AND GO NORTH ON 30 AVE S FOR 0.25 MILE TO S 212 ST,
 SY2390'TURN RIGHT AND GO EAST ON S 212 ST FOR 0.1 MILE TO 32 AVE S.
 SY2390'TURN RIGHT AND GO SOUTH ON 32 AVE S FOR 0.15 MILE TO A CYCLONE
 SY2390'FENCE AROUND THREE WATER TANKS AND THE STATION.
 SY2390'
 SY2390'STATION MARKS ARE STANDARD DISKS, STAMPED ANGLE 1973, THE SURFACE
 SY2390'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 SY2390'THAT IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS SET
 SY2390'IN A IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 SY2390'SURFACE.  IT IS 46 FEET EAST OF FENCE AROUND WATER TANKS AND 20.5
 SY2390'FEET NORTH OF THE FENCE.
 SY2390'
 SY2390'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANGLE NO 1 1973, SET
 SY2390'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 SY2390'FLUSH WITH THE GROUND SURFACE.  IT IS 94 FEET NORTH OF THE FENCE
 SY2390'AROUND THE WATER TANKS, 26.5 FEET SOUTHEAST OF THE SOUTHEAST
 SY2390'CORNER OF A HOUSE AND 2.0 FEET WEST OF A FENCE.
 SY2390'
 SY2390'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANGLE NO 2 1973,
 SY2390'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 SY2390'FLUSH WITH THE GROUND.  IT IS 108 FEET NORTH OF A FENCE CORNER
 SY2390'AND 0.5 FOOT EAST OF A FENCE.
 SY2390'
 SY2390'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ANGLE NO 3 1973,
 SY2390'CEMENTED IN A DRILL HOLE NEAR THE EAST END OF THE NORTH SIDE OF
 SY2390'THE CONCRETE CURB OF THE OVERPASS OVER INTERSTATE 5.  IT IS 15.5
 SY2390'FEET NORTH OF THE APPROXIMATE CENTER OF S 216 ST, 2.2 FEET WEST OF
 SY2390'THE EAST END OF OVERPASS AND 1.5 FEET SOUTH OF RETAINING WALL.
 SY2390'
 SY2390'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO BRUSH PILE ON LINE.
 SY2390'
 SY2390'HEIGHT OF LIGHT ABOVE STATION MARK 38.59 METERS.
 SY2390
 SY2390                          STATION RECOVERY (1987)
 SY2390
 SY2390'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY2390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1326 ***********************************************************************
 TR1326  DESIGNATION -  ANGLE POINT USN 1952
 TR1326  PID         -  TR1326
 TR1326  STATE/COUNTY-  WA/ISLAND
 TR1326  USGS QUAD   -  OAK HARBOR (1973)
 TR1326
 TR1326                         *CURRENT SURVEY CONTROL
 TR1326  ___________________________________________________________________
 TR1326* NAD 83(1991)-  48 18 52.34522(N)    122 41 47.28697(W)     ADJUSTED  
 TR1326* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 TR1326  ___________________________________________________________________
 TR1326  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 TR1326  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR1326
 TR1326  HORZ ORDER  -  THIRD
 TR1326
 TR1326.The horizontal coordinates were established by classical geodetic methods
 TR1326.and adjusted by the National Geodetic Survey in December 1991..
 TR1326
 TR1326.The orthometric height was scaled from a topographic map.
 TR1326
 TR1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1326
 TR1326.The geoid height was determined by GEOID03.
 TR1326
 TR1326;                    North         East     Units Scale Factor Converg.
 TR1326;SPC WA N     -   147,827.446   361,830.805   MT  0.99994813   -1 23 13.7
 TR1326;SPC WA N     -   484,997.21  1,187,106.57   sFT  0.99994813   -1 23 13.7
 TR1326;UTM  10      - 5,351,305.555   522,504.089   MT  0.99960622   +0 13 36.0
 TR1326
 TR1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1326!SPC WA N     -   0.99999969  x   0.99994813  =   0.99994782
 TR1326!UTM  10      -   0.99999969  x   0.99960622  =   0.99960591
 TR1326
 TR1326                          SUPERSEDED SURVEY CONTROL
 TR1326
 TR1326  NAD 83(1986)-  48 18 52.34629(N)    122 41 47.29003(W) AD(       ) 3
 TR1326  NAD 27      -  48 18 52.99000(N)    122 41 42.66000(W) AD(       ) 3
 TR1326
 TR1326.Superseded values are not recommended for survey control.
 TR1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1326.See file dsdata.txt to determine how the superseded data were derived.
 TR1326
 TR1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2250451306(NAD 83)
 TR1326
 TR1326  HISTORY     - Date     Condition        Report By
 TR1326  HISTORY     - 1952     MONUMENTED       USN
 TR1326  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1326
 TR1326                          STATION DESCRIPTION
 TR1326
 TR1326'DESCRIBED BY US NAVY 1952 (SBG)
 TR1326'THE STATION IS IN THE CENTERLINE OF THE TRANSMITTER ROAD AT THE
 TR1326'ROCKY PT. GUNNERY RANGE OF THE WHIDBEY ISLAND NAVAL AIR STATION,
 TR1326'0.2 MILES SOUTH OF THE JUNCTION OF THE RANGE ROAD AND THE
 TR1326'TRANSMITTER ROAD IN FRONT OF QRTRS. K AND ABOUT 50 FT. SOUTH OF
 TR1326'THE DRIVEWAY INTO QRTRS. K.
 TR1326'
 TR1326'THE MARK IS A BRASS NAVY HUB, NOT STAMPED, ABOUT 2 INCHES IN
 TR1326'DIAMETER WITH A PUNCH MARK IN THE CENTER, SET FLUSH WITH ASPHALT
 TR1326'ROAD SURFACE.
 TR1326
 TR1326                          STATION RECOVERY (1960)
 TR1326
 TR1326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1326'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 TR1326'THAT THE ROAD HAS BEEN RE-SURFACED AND THE MARK IS NOW 2 INCHES
 TR1326'BELOW THE SURFACE OF THE ROAD AND IS ENCASED IN AN IRON CASING
 TR1326'WITH THE TOP OF THE CASING FLUSH WITH THE TOP OF THE ROAD.  THE
 TR1326'MARK IS 67.9 FT. NORTHEAST OF A POWER POLE WITH A TRANSFORMER
 TR1326'(78H), 49.6 FT. SOUTH SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 TR1326'AND 1 FOOT EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1281 ***********************************************************************
 SX1281  DESIGNATION -  ANICICH
 SX1281  PID         -  SX1281
 SX1281  STATE/COUNTY-  WA/KING
 SX1281  USGS QUAD   -  ENUMCLAW (1993)
 SX1281
 SX1281                         *CURRENT SURVEY CONTROL
 SX1281  ___________________________________________________________________
 SX1281* NAD 83(1991)-  47 14 29.33714(N)    121 58 33.86814(W)     ADJUSTED  
 SX1281* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 SX1281  ___________________________________________________________________
 SX1281  LAPLACE CORR-          13.91  (seconds)                    DEFLEC99
 SX1281  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 SX1281
 SX1281  HORZ ORDER  -  SECOND
 SX1281
 SX1281.The horizontal coordinates were established by classical geodetic methods
 SX1281.and adjusted by the National Geodetic Survey in December 1991..
 SX1281
 SX1281.The orthometric height was scaled from a topographic map.
 SX1281
 SX1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1281
 SX1281.The geoid height was determined by GEOID03.
 SX1281
 SX1281;                    North         East     Units Scale Factor Converg.
 SX1281;SPC WA N     -    27,491.282   413,478.187   MT  1.00005824   -0 51 02.9
 SX1281;SPC WA N     -    90,194.31  1,356,553.02   sFT  1.00005824   -0 51 02.9
 SX1281;SPC WA S     -   213,144.101   388,251.224   MT  0.99998028   -1 04 20.0
 SX1281;SPC WA S     -   699,290.27  1,273,787.56   sFT  0.99998028   -1 04 20.0
 SX1281;UTM  10      - 5,232,508.182   577,492.782   MT  0.99967380   +0 45 06.6
 SX1281
 SX1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1281!SPC WA N     -   0.99996002  x   1.00005824  =   1.00001826
 SX1281!SPC WA S     -   0.99996002  x   0.99998028  =   0.99994030
 SX1281!UTM  10      -   0.99996002  x   0.99967380  =   0.99963383
 SX1281
 SX1281:                Primary Azimuth Mark                     Grid Az
 SX1281:SPC WA N     -  BURKE                                    084 33 11.3
 SX1281:SPC WA S     -  BURKE                                    084 46 28.4
 SX1281:UTM  10      -  BURKE                                    082 57 01.8
 SX1281
 SX1281|---------------------------------------------------------------------|
 SX1281| PID    Reference Object                     Distance      Geod. Az  |
 SX1281|                                                           dddmmss.s |
 SX1281| SX1290 BURKE                               APPROX. 6.2 KM 0834208.4 |
 SX1281|---------------------------------------------------------------------|
 SX1281
 SX1281                          SUPERSEDED SURVEY CONTROL
 SX1281
 SX1281  NAD 83(1986)-  47 14 29.32757(N)    121 58 33.88113(W) AD(       ) 2
 SX1281  NAD 27      -  47 14 29.96500(N)    121 58 29.47800(W) AD(       ) 2
 SX1281
 SX1281.Superseded values are not recommended for survey control.
 SX1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1281.See file dsdata.txt to determine how the superseded data were derived.
 SX1281
 SX1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7749332508(NAD 83)
 SX1281
 SX1281  HISTORY     - Date     Condition        Report By
 SX1281  HISTORY     - 1937     MONUMENTED       WAGS
 SX1281  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SX1281  HISTORY     - 1959     SEE DESCRIPTION  CGS
 SX1281  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SX1281
 SX1281                          STATION DESCRIPTION
 SX1281
 SX1281'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1281'STATION IS ABOUT 200 YARDS SW FROM THE NE CORNER SEC. 12, T.20,
 SX1281'R.6, ON THE SW PART OF A LOGGED-OFF HILL, 20 FEET W OF A MAPLE
 SX1281'WITH BLAZED TRIANGLE.
 SX1281'
 SX1281'FROM ENUMCLAW RUN N ON PAVED ROAD 2 MILES, E 0.8 MILE, N 1.0 MILE
 SX1281'TO FARM BUILDINGS ON LEFT (ABOUT 200 YARDS S OF ROAD CURVE TO
 SX1281'RIGHT).  GO LEFT (W) INTO FARM ROAD AND FOLLOW DIM TRAIL TO TOP OF
 SX1281'HILL.
 SX1281
 SX1281                          STATION RECOVERY (1952)
 SX1281
 SX1281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SX1281'A THOROUGH SEARCH OF THE AREA WAS MADE BUT STATION WAS NOT
 SX1281'FOUND.  THE SIGNAL STAND WAS LOCATED WITH SEVERAL DRY CELL BATTERIES
 SX1281'UNDERNEATH.  THE IMMEDIATE AREA WAS SEARCHED BUT NO TABLET COULD
 SX1281'BE FOUND.  THE BLAZED MAPLE TREE (REFERRED TO IN THE NOTES) COULD
 SX1281'NOT BE LOCATED IN THE AREA.  THE AREA IS HEAVILY COVERED WITH
 SX1281'ALDERS AND FERNS.
 SX1281
 SX1281                          STATION RECOVERY (1959)
 SX1281
 SX1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCM)
 SX1281'STATION RECOVERED IN GOOD CONDITION.
 SX1281'
 SX1281'NEW DESCRIPTION FOLLOWS--
 SX1281'
 SX1281'STATION IS ABOUT 200 YD. SW FROM THE NE CORNER SEC. 12 T.20, R.6,
 SX1281'ON THE S PART OF A LOGGED-OFF HILL.  THE STATION IS LOCATED IN AN
 SX1281'ALDER THICKET ABOUT 80 FT. S OF THE N EDGE AND 500 FT. (PACED) W
 SX1281'OF A N-S FENCE.  AN ALDER TREE 1 FT. IN DIAMETER, AT THE EDGE OF
 SX1281'THE THICKET, WAS BLAZED ON THE N SIDE WITH A TRIANGULAR
 SX1281'6-IN. BLAZE.  A ROW OF DOWNED TREES AND BRUSH IS AT THE EDGE OF
 SX1281'THE THICKET.
 SX1281'
 SX1281'THE STATION MARK IS A STANDARD BRONZE DISK, STAMPED ANICICH 1937
 SX1281'SET IN A DEPRESSION RINGED BY BOULDERS WHICH APPEAR TO BE THE
 SX1281'REMAINS OF A CAIRN.
 SX1281'
 SX1281'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 5
 SX1281'AND SE 416TH STREET, ABOUT 1-1/2 MI. N OF ENUMCLAW, GO E FOR 0.8
 SX1281'MI. ON A PAVED ROAD AND N FOR 1.0 MI. TO FARM BUILDINGS ON THE
 SX1281'LEFT (ABOUT 200 YD. S OF A ROAD CURVE TO THE RIGHT).  GO LEFT (W)
 SX1281'UP A CLEARED SLOPE BEHIND CARL C. JOHANSENS HOUSE TO A S SLOPE
 SX1281'NEAR THE TOP OF THE HILL AND THE MARK AS DESCRIBED ABOVE.
 SX1281
 SX1281                          STATION RECOVERY (1971)
 SX1281
 SX1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (CRL)
 SX1281'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION,
 SX1281'REFERENCE MARK WAS FOUND IN GOOD CONDITION.  THE MARKS ARE IN A
 SX1281'WOODED AREA IN WHICH A HOUSING PROJECT IS NOW IN THE STAGE OF
 SX1281'BUILDING.
 SX1281'
 SX1281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SX1281'2-1/4 MILES N OF ENUMCLAW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2716 ***********************************************************************
 SY2716  DESIGNATION -  ANITA
 SY2716  PID         -  SY2716
 SY2716  STATE/COUNTY-  WA/KING
 SY2716  USGS QUAD   -  TACOMA NORTH (1994)
 SY2716
 SY2716                         *CURRENT SURVEY CONTROL
 SY2716  ___________________________________________________________________
 SY2716* NAD 83(1991)-  47 20 56.55339(N)    122 28 28.58732(W)     ADJUSTED  
 SY2716* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY2716  ___________________________________________________________________
 SY2716  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 SY2716  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY2716
 SY2716  HORZ ORDER  -  SECOND
 SY2716
 SY2716.The horizontal coordinates were established by classical geodetic methods
 SY2716.and adjusted by the National Geodetic Survey in December 1991..
 SY2716
 SY2716.The orthometric height was scaled from a topographic map.
 SY2716
 SY2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2716
 SY2716.The geoid height was determined by GEOID03.
 SY2716
 SY2716;                    North         East     Units Scale Factor Converg.
 SY2716;SPC WA N     -    40,130.005   375,991.997   MT  1.00003158   -1 13 19.1
 SY2716;SPC WA N     -   131,659.86  1,233,567.08   sFT  1.00003158   -1 13 19.1
 SY2716;SPC WA S     -   225,923.969   350,815.129   MT  1.00000363   -1 26 03.6
 SY2716;SPC WA S     -   741,218.89  1,150,965.97   sFT  1.00000363   -1 26 03.6
 SY2716;UTM  10      - 5,244,086.954   539,682.344   MT  0.99961935   +0 23 11.1
 SY2716
 SY2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2716!SPC WA N     -   1.00000259  x   1.00003158  =   1.00003417
 SY2716!SPC WA S     -   1.00000259  x   1.00000363  =   1.00000622
 SY2716!UTM  10      -   1.00000259  x   0.99961935  =   0.99962194
 SY2716
 SY2716:                Primary Azimuth Mark                     Grid Az
 SY2716:SPC WA N     -  MARTIN                                   219 14 26.5
 SY2716:SPC WA S     -  MARTIN                                   219 27 11.0
 SY2716:UTM  10      -  MARTIN                                   217 37 56.3
 SY2716
 SY2716|---------------------------------------------------------------------|
 SY2716| PID    Reference Object                     Distance      Geod. Az  |
 SY2716|                                                           dddmmss.s |
 SY2716| SY2710 MARTIN                              APPROX. 2.1 KM 2180107.4 |
 SY2716| CE3339 ANITA RM 1                            9.150 METERS 31653     |
 SY2716| SY2742 MANZANITA 1935                      497.975 METERS 3380353.7 |
 SY2716| CE3340 ANITA RM 2                           22.010 METERS 34511     |
 SY2716|---------------------------------------------------------------------|
 SY2716
 SY2716                          SUPERSEDED SURVEY CONTROL
 SY2716
 SY2716  NAD 83(1986)-  47 20 56.54807(N)    122 28 28.60076(W) AD(       ) 2
 SY2716  NAD 27      -  47 20 57.19900(N)    122 28 24.14700(W) AD(       ) 2
 SY2716
 SY2716.Superseded values are not recommended for survey control.
 SY2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2716.See file dsdata.txt to determine how the superseded data were derived.
 SY2716
 SY2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3968244087(NAD 83)
 SY2716_MARKER: Z = SEE DESCRIPTION
 SY2716_SETTING: 0 = UNSPECIFIED SETTING
 SY2716
 SY2716  HISTORY     - Date     Condition        Report By
 SY2716  HISTORY     - 1935     MONUMENTED       CGS
 SY2716  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SY2716
 SY2716                          STATION DESCRIPTION
 SY2716
 SY2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2716'STATION IS LOCATED IN PUGET SOUND ON MAURY ISLAND, ON E SHORE OF
 SY2716'QUARTERMASTER HARBOR, ABOUT MIDWAY BETWEEN THE DOCKS AT MANZANITA
 SY2716'AND ROSEHILLA.  A SHOAL MAKES OFF THIS POINT AND IS MARKED BY A RED
 SY2716'BUOY.  STATION IS A STANDARD BRONZE DISK SET IN A CONCRETE
 SY2716'MONUMENT EMBEDDED IN THE SAND AND GRAVEL BEACH AT ABOUT THE
 SY2716'HIGH-WATER LINE CLOSE TO WOODEN WALK AND RETAINING WALL, ABOUT 10
 SY2716'METERS FROM STORM HIGH WATER AND BLUFF.  LAND FILLS TO N AND S OF
 SY2716'STATION FORM A SLIGHT INDENTATION IN THE SHORE LINE.
 SY2716'
 SY2716'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN BOULDER
 SY2716'TOTALLY EMBEDDED IN BEACH HIGH-WATER LINE.
 SY2716'
 SY2716'REFERENCE MARK NO.2 INSHORE CORNER OF CONCRETE RETAINING WALL N OF
 SY2716'STATION.
 SY2716'
 SY2716'WITNESS MARK IS A TRIANGULAR BLAZE WITH A NAIL AT THE CENTER AND
 SY2716'EACH APEX OF THE TRIANGLE IN A MAPLE TREE ON THE BLUFF BACK OF
 SY2716'STATION.
 SY2716
 SY2716                          STATION RECOVERY (1938)
 SY2716
 SY2716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HJO)
 SY2716'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1108 ***********************************************************************
 SX1108  DESIGNATION -  ANNE
 SX1108  PID         -  SX1108
 SX1108  STATE/COUNTY-  WA/DOUGLAS
 SX1108  USGS QUAD   -  ORONDO (1981)
 SX1108
 SX1108                         *CURRENT SURVEY CONTROL
 SX1108  ___________________________________________________________________
 SX1108* NAD 83(1991)-  47 33 30.12196(N)    120 10 55.19640(W)     ADJUSTED  
 SX1108* NAVD 88     -      1198.2    (meters)    3931.     (feet)  VERTCON   
 SX1108  ___________________________________________________________________
 SX1108  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 SX1108  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 SX1108
 SX1108  HORZ ORDER  -  FIRST
 SX1108
 SX1108.The horizontal coordinates were established by classical geodetic methods
 SX1108.and adjusted by the National Geodetic Survey in December 1991..
 SX1108
 SX1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1108
 SX1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1108
 SX1108.The geoid height was determined by GEOID03.
 SX1108
 SX1108;                    North         East     Units Scale Factor Converg.
 SX1108;SPC WA N     -    62,287.882   549,018.344   MT  0.99998962   +0 29 05.8
 SX1108;SPC WA N     -   204,356.16  1,801,237.68   sFT  0.99998962   +0 29 05.8
 SX1108;UTM  10      - 5,271,065.125   711,990.454   MT  1.00015229   +2 04 49.3
 SX1108
 SX1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1108!SPC WA N     -   0.99981522  x   0.99998962  =   0.99980484
 SX1108!UTM  10      -   0.99981522  x   1.00015229  =   0.99996748
 SX1108
 SX1108|---------------------------------------------------------------------|
 SX1108| PID    Reference Object                     Distance      Geod. Az  |
 SX1108|                                                           dddmmss.s |
 SX1108| CF1867 ANNE RM 3                             4.562 METERS 04000     |
 SX1108| CF1866 ANNE RM 2                             6.546 METERS 16053     |
 SX1108| SX1110 BADGER MOUNTAIN LOOKOUT TOWER       APPROX. 7.1 KM 2204359.6 |
 SX1108| CF1865 ANNE RM 1                            10.355 METERS 34131     |
 SX1108|---------------------------------------------------------------------|
 SX1108
 SX1108                          SUPERSEDED SURVEY CONTROL
 SX1108
 SX1108  NAD 83(1986)-  47 33 30.12475(N)    120 10 55.18120(W) AD(       ) 1
 SX1108  NAD 27      -  47 33 30.65800(N)    120 10 50.92500(W) AD(       ) 1
 SX1108  NGVD 29 (07/19/86) 1197.0    (m)         3927.     (f) VERT ANG       
 SX1108
 SX1108.Superseded values are not recommended for survey control.
 SX1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1108.See file dsdata.txt to determine how the superseded data were derived.
 SX1108
 SX1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1199071065(NAD 83)
 SX1108_MARKER: DS = TRIANGULATION STATION DISK
 SX1108_SETTING: 0 = UNSPECIFIED SETTING
 SX1108
 SX1108  HISTORY     - Date     Condition        Report By
 SX1108  HISTORY     - 1941     MONUMENTED       CGS
 SX1108  HISTORY     - 1958     GOOD             BPA
 SX1108  HISTORY     - 1966     GOOD             CGS
 SX1108  HISTORY     - 1987     GOOD             USPSQD
 SX1108
 SX1108                          STATION DESCRIPTION
 SX1108
 SX1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SX1108'STATION LOCATED ON A KNOLL ON A HIGH MESA 12 MILES NNE OF WENATCHEE,
 SX1108'ABOUT 1-1/2 MILES E OF THE W RIM OF THE MESA.
 SX1108'
 SX1108'THE STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A 4-INCH
 SX1108'CAST IRON SOIL PIPE WHICH PROJECTS 5 INCHES AND IS ABOUT 18 FEET SSW
 SX1108'OF THE CREST OF THE KNOLL.  IT IS STAMPED ANNE 1941.
 SX1108'
 SX1108'REFERENCE MARK NO.1, A STANDARD DISK CEMENTED IN THE TOP OF A 4-INCH
 SX1108'CAST IRON SOIL PIPE WHICH PROJECTS 1-1/2 FEET, IS 2 FEET HIGHER
 SX1108'THAN THE STATION MARK AND IS STAMPED ANNE NO.1 1941.
 SX1108'
 SX1108'REFERENCE MARK NO.2, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 SX1108'OUTCROPPING BEDROCK, IS 1-1/2 FEET LOWER THAN THE STATION MARK, AND
 SX1108'IS STAMPED ANNE NO.2 1941.
 SX1108'
 SX1108'STATION SKI WHICH IS 2-1/2 MILES N MAY BE USED FOR AN AZIMUTH MARK.
 SX1108'
 SX1108'TO REACH FROM THE COLUMBIA RIVER BRIDGE IN WENATCHEE, GO E ON
 SX1108'BLACKTOP HIGHWAY (AIRPORT ROAD) FOR 0.6 MILE TO T-INTERSECTION.
 SX1108'TURN LEFT, N, AND FOLLOW AIRPORT ROAD 2.5 MILES TO FORKS.  TAKE RIGHT
 SX1108'FORK, MAIN-TRAVELED ROAD, E AND N FOR 3.4 MILES TO FORKS.  TAKE
 SX1108'LEFT FORK, MAIN-TRAVELED ROAD, AND CONTINUE 1.3 MILES TO FORKS NEAR
 SX1108'TOP OF A MESA.  TAKE LEFT FORK, GO 0.2 MILE TO FORKS AND SIGN BADGER
 SX1108'MT. LOOKOUT TOWER-WATERVILLE.  TAKE RIGHT FORK WATERVILLE ROAD AND
 SX1108'GO EASTERLY 1.1 MILES TO FORKS AND SIGN WATERVILLE-16.2.  TURN SHARP
 SX1108'LEFT, N, GO 2.0 MILES TO FORKS AND SIGN WENATCHEE 10.9 MILES.  TAKE
 SX1108'LEFT FORK AND CONTINUE ON THE MAIN-TRAVELED ROAD FOR 3.0 MILES TO
 SX1108'TOP OF HILL.  TURN SHARP RIGHT, E, GO 0.3 MILE TO A POINT WHERE THE
 SX1108'ROAD MAKES A SHARP TURN TO LEFT, N.  PASS THROUGH A WIRE GATE ON
 SX1108'RIGHT JUST AFTER MAKING LEFT TURN AND BEAR EASTWARD ACROSS COUNTRY
 SX1108'ALONG THE N SIDE OF A FENCE FOR 0.5 MILE THENCE BEAR SLIGHTLY S UP NW
 SX1108'SIDE OF KNOLL FOR 0.1 MILE TO THE STATION.  A DRIVE STATION.
 SX1108
 SX1108                          STATION RECOVERY (1958)
 SX1108
 SX1108'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1958
 SX1108'FROM THE COLUMBIA RIVER BRIDGE IN WENATCHEE GO NORTH ON U.S. HWY.
 SX1108'NO. 2 0.6 MI. TO EAST WENATCHEE JUNCTION.  TURN RIGHT., E., ON 9TH
 SX1108'ST., AND GO 0.5 MI. TO A T ROAD (EASTMONT AVENUE).  TURN LEFT, N.,
 SX1108'AND GO NORTH AND EAST ON OILED ROAD 2.7 MI. TO A FORK (FANCHER
 SX1108'AIRFIELD), TAKE RIGHT FORK AND CONTINUE NORTHEASTERLY ON MAIN
 SX1108'TRAVELED ROAD 5.5 MI. TO A FORK.  TAKE LEFT FORK 0.2 MI. TO ANOTHER
 SX1108'FORK.  TAKE RIGHT FORK EASTERLY 0.1 MI. TO ANOTHER FORK.  KEEP LEFT
 SX1108'EASTERLY 0.9 MI. TO A SIDE ROAD LEFT.  TURN LEFT, N., AND GO 2.1 MI.
 SX1108'TURN RIGHT, E., AND GO 0.3 MI. TO A SIDE ROAD LEFT.  TURN LEFT AND
 SX1108'GO NORTHERLY 2.0 MI.  TURN RIGHT, E., AND GO 0.3 MI. (ROAD TURNS
 SX1108'LEFT AT THIS POINT).  PASS THROUGH GATE ON THE RIGHT, EAST SIDE OF
 SX1108'ROAD AND GO SOUTHEASTERLY 0.3 MI. TO TOP OF KNOLL AND STATION.
 SX1108
 SX1108                          STATION RECOVERY (1966)
 SX1108
 SX1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SX1108'THE STATION IS 11 MILES NORTH NORTHEAST OF WENATCHEE, 8 MILES
 SX1108'SOUTHWEST OF WATERVILLE, 4 MILES EAST OF THE COLUMBIA RIVER AND ON
 SX1108'THE HIGHEST POINT IN THE VICINITY WHICH IS A ROUND UNCULTIVATED
 SX1108'KNOLL WITH A FEW PINE TREES NEAR THE SUMMIT ON THE EAST SIDE, IN
 SX1108'T24N R21E SEC 22.  THE STATION MARK, STAMPED ANNE 1941, IS A
 SX1108'STANDARD DISK CEMENTED IN A SIX INCH SOIL PIPE WHICH PROJECTS 3
 SX1108'INCHES.  IT IS ABOUT 15 FEET SOUTH OF AND 1-1/2 FEET LOWER THAN THE
 SX1108'HIGHEST POINT OF THE KNOLL.
 SX1108'
 SX1108'REFERENCE MARK NO. 1 HAS BEEN DESTROYED.  THE BOTTOM PART OF THE
 SX1108'SOIL PIPE WAS FOUND STILL CEMENTED IN THE GROUND.  THE TOP OF THE
 SX1108'PIPE HAS BEEN BROKEN OFF AND THE DISK IS MISSING.
 SX1108'
 SX1108'REFERENCE MARK NO. 2, STAMPED ANNE NO 2 1941, IS A STANDARD DISK
 SX1108'SET IN A 1 X 4 FOOT OUTCROP WHICH PROJECTS 6 INCHES ON THE SOUTHEAST
 SX1108'SIDE AND IS FLUSH WITH THE GROUND ON THE NORTHWEST SIDE.  IT IS
 SX1108'1-1/2 FEET LOWER THAN THE STATION AND ON THE SOUTHERN SLOPE OF THE
 SX1108'KNOLL.
 SX1108'
 SX1108'REFERENCE MARK NO. 3, STAMPED ANNE NO 3 1941-1966, WAS ESTABLISHED.
 SX1108'IT IS A STANDARD DISK SET IN THE TOP OF AN 18 X 24 INCH BOULDER
 SX1108'WHICH PROJECTS 12 INCHES ON THE EASTERN EDGE OF THE SUMMIT.  THE
 SX1108'MARK IS 18 INCHES HIGHER THAN THE STATION MARK.
 SX1108'
 SX1108'TRIANGULATION STATION SKI ABOUT 2-1/2 MILES NORTH WILL SERVE AS AN
 SX1108'AZIMUTH MARK.
 SX1108'
 SX1108'REACHED FROM THE EAST END OF THE BRIDGE BETWEEN WENATCHEE AND EAST
 SX1108'WENATCHEE BY GOING SOUTHEAST TOWARD EPHRATA FOR 0.3 MILE TO A
 SX1108'TRAFFIC LIGHT, TURN LEFT AND GO EAST ON GRANT ROAD FOR 0.35 MILE TO
 SX1108'AN INTERSECTION WHERE HIGHLAND DRIVE GOES SOUTH AND EASTMONT
 SX1108'AVENUE GOES NORTH, TURN LEFT AND FOLLOW EASTMONT AVENUE WHICH
 SX1108'BECOMES A BLACKTOP ROAD GOING NORTHEAST UPHILL 3.6 MILES TO A Y NEAR
 SX1108'THE AIRPORT, KEEP RIGHT FORK 6.7 MILE TO A CROSSROAD, CURVE LEFT AND
 SX1108'FOLLOW THE BLACKTOP ROAD NORTHERLY 2.0 MILES TO WHERE THE MAIN ROAD
 SX1108'TURNS EAST, CONTINUE EAST AND NORTH ON BLACKTOP ROAD FOR 5.0 MILES
 SX1108'TO A SIDE ROAD LEFT AT A CURVE IN A DRAW, TURN LEFT, GO WEST 0.5
 SX1108'MILE.  FROM HERE THE STATION IS ON THE KNOLL ABOUT 0.5 MILES SOUTH.
 SX1108'BY CONTINUING WEST 1/4 MILE AND SOUTH 1/4 MILE ON THE DIRT ROAD,
 SX1108'STATION IS ABOUT 0.3 MILE SOUTHEAST AND COULD PROBABLY BE DRIVEN
 SX1108'TO IF A GATE WERE FOUND IN THE FENCE.
 SX1108
 SX1108                          STATION RECOVERY (1987)
 SX1108
 SX1108'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SX1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1302 ***********************************************************************
 SW1302  DESIGNATION -  ANNIVERSARY
 SW1302  PID         -  SW1302
 SW1302  STATE/COUNTY-  WA/ADAMS
 SW1302  USGS QUAD   -  REIMAN (1967)
 SW1302
 SW1302                         *CURRENT SURVEY CONTROL
 SW1302  ___________________________________________________________________
 SW1302* NAD 83(1991)-  47 11 50.02856(N)    118 41 12.03652(W)     ADJUSTED  
 SW1302* NAVD 88     -       559.3    (meters)    1835.     (feet)  VERTCON   
 SW1302  ___________________________________________________________________
 SW1302  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 SW1302  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 SW1302
 SW1302  HORZ ORDER  -  THIRD
 SW1302
 SW1302.The horizontal coordinates were established by classical geodetic methods
 SW1302.and adjusted by the National Geodetic Survey in December 1991..
 SW1302
 SW1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1302
 SW1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1302
 SW1302.The geoid height was determined by GEOID03.
 SW1302
 SW1302;                    North         East     Units Scale Factor Converg.
 SW1302;SPC WA S     -   208,758.128   637,389.783   MT  0.99997171   +1 19 01.9
 SW1302;SPC WA S     -   684,900.62  2,091,169.65   sFT  0.99997171   +1 19 01.9
 SW1302;SPC WA N     -    24,197.524   662,654.654   MT  1.00007021   +1 35 53.6
 SW1302;SPC WA N     -    79,388.04  2,174,059.48   sFT  1.00007021   +1 35 53.6
 SW1302;UTM  11      - 5,228,461.836   372,243.454   MT  0.99980059   -1 14 15.6
 SW1302
 SW1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1302!SPC WA S     -   0.99991548  x   0.99997171  =   0.99988719
 SW1302!SPC WA N     -   0.99991548  x   1.00007021  =   0.99998568
 SW1302!UTM  11      -   0.99991548  x   0.99980059  =   0.99971608
 SW1302
 SW1302:                Primary Azimuth Mark                     Grid Az
 SW1302:SPC WA S     -  ANNIVERSARY AZ MK 2                      359 45 04.5
 SW1302:SPC WA N     -  ANNIVERSARY AZ MK 2                      359 28 12.8
 SW1302:UTM  11      -  ANNIVERSARY AZ MK 2                      002 18 22.0
 SW1302
 SW1302|---------------------------------------------------------------------|
 SW1302| PID    Reference Object                     Distance      Geod. Az  |
 SW1302|                                                           dddmmss.s |
 SW1302| SW0209 ANNIVERSARY AZ MK 2                                0010406.4 |
 SW1302| CF1868 ANNIVERSARY AZ MK                                  1800655.2 |
 SW1302| SW1303 LUTHERAN CHURCH BELFRY              APPROX. 5.9 KM 2113327.4 |
 SW1302| CF1869 ANNIVERSARY RM 1                     17.540 METERS 26320     |
 SW1302| SW0914 ANNIVERSARY RM 3                     17.713 METERS 26819     |
 SW1302| SW0315 ANNIVERSARY RM 2                     18.620 METERS 34945     |
 SW1302|---------------------------------------------------------------------|
 SW1302
 SW1302                          SUPERSEDED SURVEY CONTROL
 SW1302
 SW1302  NAD 83(1986)-  47 11 50.03971(N)    118 41 12.02678(W) AD(       ) 3
 SW1302  NAD 27      -  47 11 50.51600(N)    118 41 08.04300(W) AD(       ) 3
 SW1302  NGVD 29 (07/19/86)  558.2    (m)         1831.     (f) VERT ANG       
 SW1302
 SW1302.Superseded values are not recommended for survey control.
 SW1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1302.See file dsdata.txt to determine how the superseded data were derived.
 SW1302
 SW1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN7224328462(NAD 83)
 SW1302_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1302_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1302
 SW1302  HISTORY     - Date     Condition        Report By
 SW1302  HISTORY     - 1950     MONUMENTED       CGS
 SW1302  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SW1302
 SW1302                          STATION DESCRIPTION
 SW1302
 SW1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1302'THE STATION IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY 4B, ABOUT
 SW1302'17 MILES NORTH NORTHEAST OF LIND, ABOUT 16 MILES WEST NORTHWEST OF
 SW1302'RITZVILLE, ABOUT 9 MILES SOUTH OF ODESSA, ABOUT 99 FEET NORTH
 SW1302'NORTHEAST OF TELEPHONE POLE 623, ABOUT 66 FEET SOUTH SOUTHEAST OF
 SW1302'TELEPHONE POLE 624 AND 35 FEET EAST OF THE CENTERLINE OF STATE
 SW1302'HIGHWAY 4B.
 SW1302'
 SW1302'TO REACH, FROM THE U.S. POST OFFICE IN ODESSA, GO SOUTH, ON STATE
 SW1302'HIGHWAY 4B, TOWARDS LIND 9.7 MILES TO THE STATION.
 SW1302'
 SW1302'THE STATION MARK IS A STANDARD DISK, STAMPED ANNIVERSARY 1950, SET
 SW1302'INTO THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 18 INCHES
 SW1302'BELOW THE SURFACE OF THE GROUND.
 SW1302'
 SW1302'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ANNIVERSARY NO
 SW1302'1 1950, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 SW1302'PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 SW1302'STATION.
 SW1302'
 SW1302'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ANNIVERSARY NO
 SW1302'2 1950, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 SW1302'PROJECTS ABOUT 6 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 SW1302'STATION.
 SW1302'
 SW1302'NOTE--THE AZIMUTH MARK FOR STATION B M E108 WAS USED FOR STATION
 SW1302'ANNIVERSARY, WHICH IS A STANDARD DISK, STAMPED B M E108, SET INTO
 SW1302'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.
 SW1302'IT IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY 4B, ABOUT 25 FEET
 SW1302'EAST OF THE CENTERLINE OF STATE HIGHWAY 4B AND ABOUT 2-1/2 FEET
 SW1302'SOUTH SOUTHEAST OF TELEPHONE POLE 535.
 SW1302'
 SW1302'TO REACH, FROM THE STATION, GO SOUTH ON STATE HIGHWAY 4B, FOR 2.6
 SW1302'MILES TO THE AZIMUTH MARK.
 SW1302
 SW1302                          STATION RECOVERY (1967)
 SW1302
 SW1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW1302'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED, REFERENCE
 SW1302'MARK NO. 1 WAS NOT FOUND, THE TOP PORTION OF THE AZIMUTH MARK WAS
 SW1302'FOUND LAYING ON TOP OF THE GROUND AND THE DISK WAS REMOVED FROM THE
 SW1302'CONCRETE POST, A NEW AZIMUTH MARK AND REFERENCE MARK WERE
 SW1302'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 SW1302'
 SW1302'THE STATION IS 14 MILES WEST AND 4-1/4 MILE NORTH OF RITZVILLE, 14
 SW1302'MILES EAST OF ADAMS-GRANT COUNTY LINE, 10 MILES SOUTH OF ODESSA, 4
 SW1302'3/4 MILES SOUTH OF ADAMS LINCOLN COUNTY LINE, IN SECTION 28, T 20 N,
 SW1302'R 33 E.
 SW1302'
 SW1302'THE STATION MARK STAMPED, ANNIVERSARY 1950 IS A STANDARD DISK SET IN
 SW1302'CONCRETE 1 FOOT BELOW GROUND.  IT IS 35.7 FEET EAST OF THE CENTER OF
 SW1302'STATE HIGHWAY 21, 99.5 FEET NORTH OF TELEPHONE POLE NUMBER 623, 67
 SW1302'FEET SOUTH OF TELEPHONE POLE NUMBER 623, 58 FEET EAST OF A METAL
 SW1302'WITNESS POST, 10.7 FEET EAST OF THE LINE OF TELEPHONE POLE AND ON
 SW1302'LINE WITH THE SOUTH SIDE OF A FIELD ENTRANCE.
 SW1302'
 SW1302'REFERENCE MARK NO. 2, STAMPED ANNIVERSARY NO 2 1950, IS A STANDARD
 SW1302'DISK SET IN A SQUARE CONCRETE POST ON THE UPPER EDGE OF THE ROAD
 SW1302'DITCH, LEVEL WITH THE FIELD, 5.8 FEET SOUTH OF TELEPHONE POLE
 SW1302'NUMBER 624, 23.8 FEET EAST OF THE CENTER OF STATE HIGHWAY 21 AND
 SW1302'ABOUT 1 FOOT HIGHER THAN THE ROAD.
 SW1302'
 SW1302'REFERENCE MARK NO. 3, STAMPED ANNIVERSARY 1950 NO 3 1967, IS A
 SW1302'STANDARD DISK SET IN A ROUND CONCRETE POST, 108 FEET NORTHWEST OF
 SW1302'OF TELEPHONE POLE NUMBER 623, 22.5 FEET WEST OF THE CENTER OF STATE
 SW1302'HIGHWAY 21, 1 FOOT SOUTH OF A METAL WITNESS POST AND SET ON THE SLOPE
 SW1302'OF THE ROAD DITCH, 1-1/2 FEET ABOVE THE BOTTOM OF THE DITCH AND
 SW1302'ABOUT 1 FOOT LOWER THAN THE SURFACE OF THE ROAD AND THE LEVEL OF
 SW1302'THE FIELD.
 SW1302'
 SW1302'THE AZIMUTH MARK STAMPED, ANNIVERSARY 1950 AZ 2 1967, IS A STANDARD
 SW1302'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SW1302'27.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 21, 35 FEET NORTH OF
 SW1302'THE CENTER OF A GRAVEL ROAD, 3.8 FEET EAST-NORTHEAST OF TELEPHONE
 SW1302'POLE NUMBER 645 AND 3 FEET SOUTH AN ODESSA SOIL CONSERVATION
 SW1302'DISTRICT SIGN.
 SW1302'
 SW1302'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 21 AND
 SW1302'STATE HIGHWAY 28 ODESSA, GO SOUTH ON STATE HIGHWAY 21 FOR 5.45
 SW1302'MILES, JOG LEFT 0.25 MILE, THEN SOUTH 2.5 MILES CROSS RAILROAD TRACK
 SW1302'AND CONTINUE SOUTH 1.3 MILES TO A CROSS ROAD AND THE AZIMUTH MARK
 SW1302'IN THE NORTHEAST ANGLE, CONTINUE SOUTH 0.75 MIL TO STATION
 SW1302'ANNIVERSARY ON THE LEFT, A METAL WITNESS POST ON THE RIGHT AND THE
 SW1302'FIELD ENTRANCE ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0209 ***********************************************************************
 SW0209  DESIGNATION -  ANNIVERSARY AZ MK 2
 SW0209  PID         -  SW0209
 SW0209  STATE/COUNTY-  WA/ADAMS
 SW0209  USGS QUAD   -  REIMAN (1967)
 SW0209
 SW0209                         *CURRENT SURVEY CONTROL
 SW0209  ___________________________________________________________________
 SW0209* NAD 83(1986)-  47 12 25.     (N)    118 41 11.     (W)     SCALED    
 SW0209* NAVD 88     -       547.710  (meters)    1796.95   (feet)  ADJUSTED  
 SW0209  ___________________________________________________________________
 SW0209  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 SW0209  DYNAMIC HT  -         547.736 (meters)    1797.03  (feet)  COMP
 SW0209  MODELED GRAV-     980,644.8   (mgal)                       NAVD 88
 SW0209
 SW0209  VERT ORDER  -  FIRST     CLASS II
 SW0209
 SW0209.The horizontal coordinates were scaled from a topographic map and have
 SW0209.an estimated accuracy of +/- 6 seconds.
 SW0209
 SW0209.The orthometric height was determined by differential leveling
 SW0209.and adjusted by the National Geodetic Survey in June 1991..
 SW0209
 SW0209.The geoid height was determined by GEOID03.
 SW0209
 SW0209.The dynamic height is computed by dividing the NAVD 88
 SW0209.geopotential number by the normal gravity value computed on the
 SW0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0209.degrees latitude (g = 980.6199 gals.).
 SW0209
 SW0209.The modeled gravity was interpolated from observed gravity values.
 SW0209
 SW0209;                    North         East    Units  Estimated Accuracy
 SW0209;SPC WA S     -   209,840.      637,390.      MT  (+/- 180 meters Scaled)
 SW0209
 SW0209                          SUPERSEDED SURVEY CONTROL
 SW0209
 SW0209.No superseded survey control is available for this station.
 SW0209
 SW0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN722295(NAD 83)
 SW0209_MARKER: DZ = AZIMUTH MARK DISK
 SW0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0209_STAMPING: ANNIVERSARY 1950 AZ 2 1967
 SW0209_MARK LOGO: CGS   
 SW0209_PROJECTION: PROJECTING 4 CENTIMETERS
 SW0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0209+STABILITY: SURFACE MOTION
 SW0209
 SW0209  HISTORY     - Date     Condition        Report By
 SW0209  HISTORY     - 1967     MONUMENTED       CGS
 SW0209  HISTORY     - 1981     GOOD             NGS
 SW0209
 SW0209                          STATION DESCRIPTION
 SW0209
 SW0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 SW0209'8.6 MI S FROM ODESSA.
 SW0209'MARK IS ABOUT 3.8 MILES SOUTH OF THE LINCOLN-ADAMS COUNTY LINE, IN THE
 SW0209'NORTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 21 AND A GRAVEL
 SW0209'ROAD, ABOUT 200 YARDS NORTH OF THE FARM BUILDINGS OCCUPIED BY MR.
 SW0209'ALBERT WINTER, 35 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 28 FEET
 SW0209'EAST OF THE CENTER OF STATE HIGHWAY 21, 4 FEET EAST-NORTHEAST OF
 SW0209'TELEPHONE POLE NUMBER 645, 3 FEET SOUTH OF A SOIL CONSERVATION
 SW0209'DISTRICT SIGN.  AN AZIMUTH MARK DISK SET IN A ROUND CONCRETE POST
 SW0209'WHICH PROJECTS 2 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
 SW0209
 SW0209                          STATION RECOVERY (1981)
 SW0209
 SW0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0209'KM 14.6 KM (9.1 MI) SOUTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0209'STATE HIGHWAY 28 IN ODESSA, 0.5 KM (0.3 MI) NORTH OF HIGHWAY MILEPOST
 SW0209'22, IN THE NORTHEAST CORNER OF THE INTERSECTION OF TKIO ROAD, 8.6
 SW0209'METERS (29.0 FT) EAST OF THE CENTELINE OF THE HIGHWAY, 10.4 METERS
 SW0209'(34.0 FT) NORTH OF THE CENTERLINE OF THE ROAD, 1.5 METERS (5.0 FT)
 SW0209'NORTH OF A 4 X 4 INCH WOODEN POST SUPPORTING A DIRECTION SIGN FOR
 SW0209'ODESSA, TOKIO INTERSTATE 90 AND SPOKANE, 1.2 METERS (4.0 FT) NORTHWEST
 SW0209'OF TELEPHONE POLE NUMBER 232.
 SW0209'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 SW0209'THE MARK IS 0.2 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0315 ***********************************************************************
 SW0315  DESIGNATION -  ANNIVERSARY RM 2
 SW0315  PID         -  SW0315
 SW0315  STATE/COUNTY-  WA/ADAMS
 SW0315  USGS QUAD   -  REIMAN (1967)
 SW0315
 SW0315                         *CURRENT SURVEY CONTROL
 SW0315  ___________________________________________________________________
 SW0315* NAD 83(1986)-  47 11 50.     (N)    118 41 12.     (W)     SCALED    
 SW0315* NAVD 88     -       559.522  (meters)    1835.70   (feet)  ADJUSTED  
 SW0315  ___________________________________________________________________
 SW0315  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 SW0315  DYNAMIC HT  -         559.550 (meters)    1835.79  (feet)  COMP
 SW0315  MODELED GRAV-     980,644.8   (mgal)                       NAVD 88
 SW0315
 SW0315  VERT ORDER  -  SECOND    CLASS 0
 SW0315
 SW0315.The horizontal coordinates were scaled from a topographic map and have
 SW0315.an estimated accuracy of +/- 6 seconds.
 SW0315
 SW0315.The orthometric height was determined by differential leveling
 SW0315.and adjusted by the National Geodetic Survey in June 1991..
 SW0315
 SW0315.The geoid height was determined by GEOID03.
 SW0315
 SW0315.The dynamic height is computed by dividing the NAVD 88
 SW0315.geopotential number by the normal gravity value computed on the
 SW0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0315.degrees latitude (g = 980.6199 gals.).
 SW0315
 SW0315.The modeled gravity was interpolated from observed gravity values.
 SW0315
 SW0315;                    North         East    Units  Estimated Accuracy
 SW0315;SPC WA S     -   208,760.      637,390.      MT  (+/- 180 meters Scaled)
 SW0315
 SW0315                          SUPERSEDED SURVEY CONTROL
 SW0315
 SW0315  NGVD 29 (??/??/92)  558.399  (m)         1832.01   (f) ADJ UNCH    2 0
 SW0315
 SW0315.Superseded values are not recommended for survey control.
 SW0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0315.See file dsdata.txt to determine how the superseded data were derived.
 SW0315
 SW0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN722284(NAD 83)
 SW0315_MARKER: DR = REFERENCE MARK DISK
 SW0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0315_STAMPING: ANNIVERSARY NO 2 1950
 SW0315_MARK LOGO: CGS   
 SW0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0315+STABILITY: SURFACE MOTION
 SW0315
 SW0315  HISTORY     - Date     Condition        Report By
 SW0315  HISTORY     - 1950     MONUMENTED       CGS
 SW0315  HISTORY     - 1968     GOOD             NGS
 SW0315  HISTORY     - 1981     POOR             NGS
 SW0315  HISTORY     - 1982     GOOD             NGS
 SW0315
 SW0315                          STATION DESCRIPTION
 SW0315
 SW0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0315'9.2 MI S FROM ODESSA.
 SW0315'MARK IS 0.35 MILE NORTH OF MILEPOST 19, AT THE SUMMIT OF A HILL, 0.7
 SW0315'MILE SOUTH OF A FARMYARD, 47 FEET NORTH OF THE CENTER OF A FIELD
 SW0315'ENTRANCE, 24 FEET EAST OF THE CENTER OF STATE HIGHWAY 21, 6 FEET SOUTH
 SW0315'OF TELEPHONE POLE NO 624, ONE FOOT HIGHER THAN THE ROAD, A REFERENCE
 SW0315'MARK DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS TWO INCHES.
 SW0315
 SW0315                          STATION RECOVERY (1981)
 SW0315
 SW0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0315'MARK RECOVERED IN POOR CONDITION.
 SW0315
 SW0315                          STATION RECOVERY (1982)
 SW0315
 SW0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0914 ***********************************************************************
 SW0914  DESIGNATION -  ANNIVERSARY RM 3
 SW0914  PID         -  SW0914
 SW0914  STATE/COUNTY-  WA/ADAMS
 SW0914  USGS QUAD   -  REIMAN (1967)
 SW0914
 SW0914                         *CURRENT SURVEY CONTROL
 SW0914  ___________________________________________________________________
 SW0914* NAD 83(1986)-  47 11 50.     (N)    118 41 12.     (W)     SCALED    
 SW0914* NAVD 88     -       558.966  (meters)    1833.87   (feet)  ADJUSTED  
 SW0914  ___________________________________________________________________
 SW0914  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 SW0914  DYNAMIC HT  -         558.994 (meters)    1833.97  (feet)  COMP
 SW0914  MODELED GRAV-     980,644.8   (mgal)                       NAVD 88
 SW0914
 SW0914  VERT ORDER  -  FIRST     CLASS II
 SW0914
 SW0914.The horizontal coordinates were scaled from a topographic map and have
 SW0914.an estimated accuracy of +/- 6 seconds.
 SW0914
 SW0914.The orthometric height was determined by differential leveling
 SW0914.and adjusted by the National Geodetic Survey in June 1991..
 SW0914
 SW0914.The geoid height was determined by GEOID03.
 SW0914
 SW0914.The dynamic height is computed by dividing the NAVD 88
 SW0914.geopotential number by the normal gravity value computed on the
 SW0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0914.degrees latitude (g = 980.6199 gals.).
 SW0914
 SW0914.The modeled gravity was interpolated from observed gravity values.
 SW0914
 SW0914;                    North         East    Units  Estimated Accuracy
 SW0914;SPC WA S     -   208,760.      637,390.      MT  (+/- 180 meters Scaled)
 SW0914
 SW0914                          SUPERSEDED SURVEY CONTROL
 SW0914
 SW0914.No superseded survey control is available for this station.
 SW0914
 SW0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN722284(NAD 83)
 SW0914_MARKER: DR = REFERENCE MARK DISK
 SW0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0914_SP_SET: CONCRETE POST
 SW0914_STAMPING: ANNIVERARY NO 3 1950 1957
 SW0914_MARK LOGO: CGS   
 SW0914_PROJECTION: PROJECTING 10 CENTIMETERS
 SW0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0914+STABILITY: SURFACE MOTION
 SW0914
 SW0914  HISTORY     - Date     Condition        Report By
 SW0914  HISTORY     - 1967     MONUMENTED       CGS
 SW0914  HISTORY     - 1981     GOOD             NGS
 SW0914  HISTORY     - 1982     GOOD             NGS
 SW0914
 SW0914                          STATION DESCRIPTION
 SW0914
 SW0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0914'15.7 KM (9.75 MI) SOUTH FROM ODESSA.
 SW0914'15.7 KM (9.75 MI) SOUTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0914'STATE HIGHWAY 28 IN ODESSA, LOCATED AT THE HIGHEST POINT OF A RISE IN
 SW0914'THE HIGHWAY, 1 KM (0.6 MI) SOUTH OF THE INTERSECTION OF TOKIO ROAD,
 SW0914'0.8 KM (0.5 MI) SOUTH OF A FARM HOUSE, 0.6 KM (0.4 MI) NORTH OF THE T
 SW0914'JUNCTION OF SEIDL ROAD LEADING WEST, 6.6 METERS (21.8 FT) WEST OF THE
 SW0914'CENTERLINE OF THE HIGHWAY.
 SW0914'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 SW0914'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SW0914
 SW0914                          STATION RECOVERY (1982)
 SW0914
 SW0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0885 ***********************************************************************
 TO0885  DESIGNATION -  ANSALDO
 TO0885  PID         -  TO0885
 TO0885  STATE/COUNTY-  WA/STEVENS
 TO0885  USGS QUAD   -  BELSHAZZAR MTN (1992)
 TO0885
 TO0885                         *CURRENT SURVEY CONTROL
 TO0885  ___________________________________________________________________
 TO0885* NAD 83(1991)-  48 52 37.60757(N)    117 55 17.41387(W)     ADJUSTED  
 TO0885* NAVD 88     -       900.7    (meters)    2955.     (feet)  VERTCON   
 TO0885  ___________________________________________________________________
 TO0885  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 TO0885  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TO0885
 TO0885  HORZ ORDER  -  SECOND
 TO0885
 TO0885.The horizontal coordinates were established by classical geodetic methods
 TO0885.and adjusted by the National Geodetic Survey in December 1991..
 TO0885
 TO0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0885
 TO0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0885
 TO0885.The geoid height was determined by GEOID03.
 TO0885
 TO0885;                    North         East     Units Scale Factor Converg.
 TO0885;SPC WA N     -   212,753.226   713,542.952   MT  1.00003022   +2 10 04.5
 TO0885;SPC WA N     -   698,007.88  2,341,015.50   sFT  1.00003022   +2 10 04.5
 TO0885;UTM  11      - 5,414,204.505   432,433.611   MT  0.99965608   -0 41 39.1
 TO0885
 TO0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0885!SPC WA N     -   0.99986152  x   1.00003022  =   0.99989174
 TO0885!UTM  11      -   0.99986152  x   0.99965608  =   0.99951765
 TO0885
 TO0885:                Primary Azimuth Mark                     Grid Az
 TO0885:SPC WA N     -  O TOOLE                                  157 50 26.0
 TO0885:UTM  11      -  O TOOLE                                  160 42 09.6
 TO0885
 TO0885|---------------------------------------------------------------------|
 TO0885| PID    Reference Object                     Distance      Geod. Az  |
 TO0885|                                                           dddmmss.s |
 TO0885| TO0876 O TOOLE                             APPROX. 8.1 KM 1600030.5 |
 TO0885| CF1870 ANSALDO RM 1                          4.249 METERS 21435     |
 TO0885| TO0877 FLAG IS 1936                        APPROX. 6.5 KM 2304124.2 |
 TO0885|---------------------------------------------------------------------|
 TO0885
 TO0885                          SUPERSEDED SURVEY CONTROL
 TO0885
 TO0885  NAD 83(1986)-  48 52 37.60714(N)    117 55 17.41136(W) AD(       ) 2
 TO0885  NAD 27      -  48 52 37.95400(N)    117 55 13.44900(W) AD(       ) 2
 TO0885  NGVD 29 (07/19/86)  899.5    (m)         2951.     (f) VERT ANG       
 TO0885
 TO0885.Superseded values are not recommended for survey control.
 TO0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0885.See file dsdata.txt to determine how the superseded data were derived.
 TO0885
 TO0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ3243414205(NAD 83)
 TO0885_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0885_SETTING: 66 = SET IN ROCK OUTCROP
 TO0885_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TO0885
 TO0885  HISTORY     - Date     Condition        Report By
 TO0885  HISTORY     - 1936     MONUMENTED       BOR
 TO0885
 TO0885                          STATION DESCRIPTION
 TO0885
 TO0885'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0885'LOCATED NEAR THE CENTER OF SEC. 13, T. 39 N., R. 38 E. WM, AT TOP
 TO0885'OF A WHITE LIMESTONE BLUFF FACING E AND COVERED WITH SCATTERED
 TO0885'TIMBER.  A CULTIVATED FIELD LIES ABOUT 100 YARDS N OF THE STATION
 TO0885'AND THE HILL SLOPES OFF STEEPLY TO A FARM BELOW AND TO THE W.
 TO0885'
 TO0885'TO REACH STATION FROM NORTHPORT POST OFFICE, FOLLOW MAIN ROAD TO
 TO0885'ROSSLAND, B.C.  AT 0.30 NOTE TWO RAILROAD CROSSINGS, MAKE A SHARP
 TO0885'RIGHT TURN, CROSS TRACKS, AND MAKE A SHARP LEFT TURN.  AT 1.00
 TO0885'TURN LEFT AT W END OF BRIDGE OVER COLUMBIA RIVER.  AT 6.65 ROAD
 TO0885'FROM PEPOON LAKE COMES IN FROM RIGHT.  AT 9.5, AT ROAD JUNCTION
 TO0885'AT FLAT CREEK SCHOOL HOUSE, TURN RIGHT UPHILL.  AT 10.2 LEAVE
 TO0885'CAR AT RANCH IF ROADS ARE BAD, AND HIKE E UPHILL ABOUT 2,000
 TO0885'FEET TO STATION.  IF ROADS ARE DRY CONTINUE FROM HERE ABOUT 0.5
 TO0885'MILE UP WINDING SIDEHILL ROAD TO ANOTHER RANCH WHICH IS
 TO0885'APPROXIMATELY THE SAME ELEVATION AS STATION.  FROM RANCH
 TO0885'CONTINUE S TO STATION ACROSS FIELDS 1/4 MILE.
 TO0885'
 TO0885'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20,
 TO0885'RESPECTIVELY.
 TO0885'
 TO0885'HEIGHT OF STAND ABOVE STATION MARK - 1.27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1976 ***********************************************************************
 SA1976  DESIGNATION -  ANSPAUL
 SA1976  PID         -  SA1976
 SA1976  STATE/COUNTY-  WA/FRANKLIN
 SA1976  USGS QUAD   -  SNAKE RIVER (1991)
 SA1976
 SA1976                         *CURRENT SURVEY CONTROL
 SA1976  ___________________________________________________________________
 SA1976* NAD 83(1991)-  46 29 13.48403(N)    118 39 58.33294(W)     ADJUSTED  
 SA1976* NAVD 88     -       462.8    (meters)    1518.     (feet)  VERTCON   
 SA1976  ___________________________________________________________________
 SA1976  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 SA1976  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA1976
 SA1976  HORZ ORDER  -  FIRST
 SA1976
 SA1976.The horizontal coordinates were established by classical geodetic methods
 SA1976.and adjusted by the National Geodetic Survey in December 1991..
 SA1976
 SA1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1976
 SA1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1976
 SA1976.The geoid height was determined by GEOID03.
 SA1976
 SA1976;                    North         East     Units Scale Factor Converg.
 SA1976;SPC WA S     -   129,874.840   640,775.808   MT  0.99991605   +1 19 55.4
 SA1976;SPC WA S     -   426,097.70  2,102,278.63   sFT  0.99991605   +1 19 55.4
 SA1976;UTM  11      - 5,149,516.292   372,119.679   MT  0.99980102   -1 12 30.7
 SA1976
 SA1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1976!SPC WA S     -   0.99993079  x   0.99991605  =   0.99984685
 SA1976!UTM  11      -   0.99993079  x   0.99980102  =   0.99973182
 SA1976
 SA1976:                Primary Azimuth Mark                     Grid Az
 SA1976:SPC WA S     -  SPOKANE PENDLETON AWY BCN 24             000 39 53.9
 SA1976:UTM  11      -  SPOKANE PENDLETON AWY BCN 24             003 12 20.0
 SA1976
 SA1976|---------------------------------------------------------------------|
 SA1976| PID    Reference Object                     Distance      Geod. Az  |
 SA1976|                                                           dddmmss.s |
 SA1976| SA2106 SPOKANE PENDLETON AWY BCN 24        APPROX.42.7 KM 0015949.3 |
 SA1976| CF4374 ANSPAUL RM 1 AZIMUTH                               15001     |
 SA1976| RB1377 SPOKANE PENDLETON AWY BCN 50        APPROX.57.7 KM 1913521.5 |
 SA1976| SA2262 SPOKANE PENDLETON AWY BCN 18        APPROX.59.3 KM 2231755.7 |
 SA1976| CF4375 ANSPAUL RM 2                        251.430 METERS 23118     |
 SA1976| CF4376 ANSPAUL RM 3 AZIMUTH                APPROX. 1.1 KM 2721538.3 |
 SA1976| SA2138 SPOKANE PENDLETON AWY BCN 21        APPROX.19.8 KM 2750606.9 |
 SA1976| SA2141 SPOKANE PENDLETON AWY BCN 23        APPROX.31.3 KM 3415907.7 |
 SA1976|---------------------------------------------------------------------|
 SA1976
 SA1976                          SUPERSEDED SURVEY CONTROL
 SA1976
 SA1976  NAD 83(1991)-  46 29 13.48442(N)    118 39 58.33592(W) AD(       ) 1
 SA1976  NAD 83(1986)-  46 29 13.49185(N)    118 39 58.32338(W) AD(       ) 1
 SA1976  NAD 27      -  46 29 13.99194(N)    118 39 54.35236(W) AD(       ) 1
 SA1976  NGVD 29 (07/19/86)  461.8    (m)         1515.     (f) VERT ANG       
 SA1976
 SA1976.Superseded values are not recommended for survey control.
 SA1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1976.See file dsdata.txt to determine how the superseded data were derived.
 SA1976
 SA1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7212049516(NAD 83)
 SA1976_MARKER: Z = SEE DESCRIPTION
 SA1976_SETTING: 0 = UNSPECIFIED SETTING
 SA1976_STAMPING: ANSPAUL 1933
 SA1976_MARK LOGO: CGS   
 SA1976
 SA1976  HISTORY     - Date     Condition        Report By
 SA1976  HISTORY     - 1933     MONUMENTED       CGS
 SA1976  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SA1976  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SA1976  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SA1976
 SA1976                          STATION DESCRIPTION
 SA1976
 SA1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 SA1976'STATION IS ON LAND OWNED BY AMELIA ANSPAUL OF OPPORTUNITY, WASHINGTON
 SA1976'AND MANAGED BY MR. HARLA B. REYNOLDS WHO LIVES IN THE HOUSE LYING E
 SA1976'OF THE HIGHWAY AT THE FIRST CROSS ROADS N OF THE STATION.
 SA1976'
 SA1976'TO REACH FROM PASCO, GO E ON U.S. HIGHWAY 410 FOR 2.0 MILES, TURN
 SA1976'LEFT ON THE ROAD TO KAHLOTUS, GO 28.7 MILES, TURN RIGHT OFF THE
 SA1976'HIGHWAY ONTO A DIRT ROAD PASSING THROUGH A WIRE GATE, GO 0.3 MILE,
 SA1976'TURN LEFT ALONG FARM ROAD WHICH FOLLOWS ALONG THE FENCE LINE, GO
 SA1976'0.1 MILE, AT THIS POINT REFERENCE MARK 2 IS IN THE FENCE LINE ON
 SA1976'THE N SIDE OF THE ROAD, LEAVE THE ROAD HERE, GOING THROUGH A CUT
 SA1976'IN THE FENCE, PROCEED 0.2 MILE TO THE HIGHEST POINT OF THE HILL, OVER
 SA1976'CULTIVATED GROUND.
 SA1976'
 SA1976'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 SA1976'CONCRETE.  STATION MARK WAS SET 1 FOOT BELOW THE SURFACE OF THE
 SA1976'GROUND.  REFERENCE MARK 1, AZIMUTH MARK, IS LOCATED 1/4 MILE ESE OF
 SA1976'THE STATION, ON THE FIRST KNOLL S, IN FENCE LINE, AT THE EDGE OF A
 SA1976'CULTIVATED FIELD.
 SA1976'
 SA1976'A 25-FOOT TOWER SHOULD BE USED HERE FOR THE LINE TO MC LEAN.
 SA1976'
 SA1976'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 METERS.
 SA1976
 SA1976                          STATION RECOVERY (1946)
 SA1976
 SA1976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SA1976'STATION WAS RECOVERED AND ALL MARKS WERE FOUND AS DESCRIBED IN VERY
 SA1976'GOOD CONDITION.  THE FOLLOWING IS A REVISION OF THE ORIGINAL
 SA1976'DESCRIPTION.
 SA1976'
 SA1976'STATION IS LOCATED ABOUT 12 MILES SSE OF KAHLOTUS, 27 MILES NE OF
 SA1976'PASCO, AND 0.4 MILE E OF THE HIGHWAY LEADING FROM PASCO TO KAHLOTUS.
 SA1976'IT IS ON PROPERTY NOW OWNED BY F.E. SELPH AND IS ON THE HIGHEST PART
 SA1976'OF A CULTIVATED RIDGE.
 SA1976'
 SA1976'STATION MARK, STAMPED ANSPAUL 1933, IS A BRONZE DISK SET IN
 SA1976'CONCRETE 16 INCHES BELOW THE SURFACE OF THE GROUND.
 SA1976'
 SA1976'THE LAND ON WHICH REFERENCE MARK 1 IS LOCATED IS NOW CULTIVATED
 SA1976'AND THE FENCE LINE MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 SA1976'REMOVED.  IT WAS REMOVED AND DESTROYED AT THE PROPERTY OWNERS
 SA1976'REQUEST.
 SA1976'
 SA1976'REFERENCE MARK 2, STAMPED ANSPAUL NO 2 1933, IS A BRONZE DISK SET IN
 SA1976'A BLOCK OF CONCRETE 14 INCHES SQUARE AND PROJECTING 2 INCHES ABOVE
 SA1976'THE GROUND.  IT IS LOCATED AT THE END OF TRUCK TRAVEL AND ON THE N
 SA1976'EDGE OF THE FIELD ROAD.  THE FENCE LINE MENTIONED PREVIOUSLY HAS
 SA1976'BEEN REMOVED.
 SA1976'
 SA1976'AN ADDITIONAL REFERENCE MARK, STAMPED ANSPAUL NO 3 1946, WAS SET.
 SA1976'IT IS A BRONZE DISK BRAZED TO THE TOP OF A 2-1/2-INCH IRON PIPE
 SA1976'PROJECTING 5 INCHES ABOVE THE GROUND.  IT IS SET APPROXIMATELY 0.6
 SA1976'MILE W OF THE STATION, ON THE W SIDE OF STATE HIGHWAY 11B, ALONGSIDE
 SA1976'TWIN POWER POLES, AND OPPOSITE POWER POLE 488A WHICH IS ON THE S
 SA1976'SLOPE OF A HILL, THE AREA IMMEDIATELY ADJACENT TO THE POWER POLES NOT
 SA1976'BEING UNDER CULTIVATION.
 SA1976'
 SA1976'TO REACH THE STATION FROM THE POST OFFICE IN PASCO, DRIVE E ON U.S.
 SA1976'HIGHWAY 410 FOR 1.5 MILES TO JUNCTION WITH STATE HIGHWAY 11B OR ROAD
 SA1976'LEADING TO KAHLOTUS.  TURN LEFT ON THIS HIGHWAY AND FOLLOW IT TOWARD
 SA1976'KAHLOTUS FOR 25.4 MILES TO CROSS ROAD AT SIGN SNAKE RIVER JCT.
 SA1976'CONTINUE STRAIGHT AHEAD FOR 4.1 MILES TO A DIRT ROAD ON RIGHT
 SA1976'LEADING UP HILL.  (REFERENCE MARK 3 IS APPROXIMATELY 1/4 MILE W, AT
 SA1976'TWIN POWER POLES.) TURN RIGHT ONTO DIRT ROAD AND GO E 0.4 MILE TO
 SA1976'SUMMIT OF GRADE AND REFERENCE MARK 2 ON THE LEFT.  FROM HERE THE
 SA1976'STATION LIES ABOUT 1/4 MILE NE ON THE HIGHEST PART OF CULTIVATED
 SA1976'RIDGE.
 SA1976
 SA1976                          STATION RECOVERY (1960)
 SA1976
 SA1976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SA1976'STATION, REFERENCE MARKS 2 AND 3 RECOVERED IN GOOD CONDITION.
 SA1976'
 SA1976'DISTANCE TO REFERENCE MARK 2 WAS MEASURED AND FOUND TO BE 824.11
 SA1976'FEET (SLOPE).  THE DISTANCE TO REFERENCE MARK 3 COULD NOT BE
 SA1976'MEASURED DUE TO TOPOGRAPHY.  IT IS BELIEVED THIS DISTANCE WAS
 SA1976'OBTAINED BY SOME FORM OF BASE LINE METHOD.
 SA1976'
 SA1976'DESCRIPTION BY J.T.J. IN 1946 RECOVERY NOTE ADEQUATE AND CORRECT
 SA1976'EXCEPT FOR THE FOLLOWING--
 SA1976'
 SA1976'REFERENCE MARK 2 IS 12.3 FEET NORTH OF THE CENTERLINE OF FIELD ROAD,
 SA1976'1.1 FEET EAST OF A SURVEY MARKER SIGN AND POST, AND SET FLUSH WITH
 SA1976'THE GROUND.
 SA1976
 SA1976                          STATION RECOVERY (1964)
 SA1976
 SA1976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 SA1976'THE STATION AND ALL MARKS RECOVERED AS DESCRIBED BY J.T.L. IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2310 ***********************************************************************
 TR2310  DESIGNATION -  ANT RESET
 TR2310  PID         -  TR2310
 TR2310  STATE/COUNTY-  WA/SAN JUAN
 TR2310  USGS QUAD   -  STUART ISLAND (1994)
 TR2310
 TR2310                         *CURRENT SURVEY CONTROL
 TR2310  ___________________________________________________________________
 TR2310* NAD 83(1991)-  48 40 26.85983(N)    123 09 47.58450(W)     ADJUSTED  
 TR2310* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2310  ___________________________________________________________________
 TR2310  LAPLACE CORR-          -8.70  (seconds)                    DEFLEC99
 TR2310  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 TR2310
 TR2310  HORZ ORDER  -  THIRD
 TR2310
 TR2310.The horizontal coordinates were established by classical geodetic methods
 TR2310.and adjusted by the National Geodetic Survey in December 1991..
 TR2310
 TR2310.The orthometric height was scaled from a topographic map.
 TR2310
 TR2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2310
 TR2310.The geoid height was determined by GEOID03.
 TR2310
 TR2310;                    North         East     Units Scale Factor Converg.
 TR2310;SPC WA N     -   188,736.786   328,436.786   MT  0.99998940   -1 44 04.7
 TR2310;SPC WA N     -   619,213.94  1,077,546.36   sFT  0.99998940   -1 44 04.7
 TR2310;UTM  10      - 5,391,243.989   487,984.144   MT  0.99960177   -0 07 21.3
 TR2310
 TR2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2310!SPC WA N     -   1.00000282  x   0.99998940  =   0.99999222
 TR2310!UTM  10      -   1.00000282  x   0.99960177  =   0.99960459
 TR2310
 TR2310:                Primary Azimuth Mark                     Grid Az
 TR2310:SPC WA N     -  SKIPJACK ISLAND LIGHT 1950               056 11 16.3
 TR2310:UTM  10      -  SKIPJACK ISLAND LIGHT 1950               054 34 32.9
 TR2310
 TR2310|---------------------------------------------------------------------|
 TR2310| PID    Reference Object                     Distance      Geod. Az  |
 TR2310|                                                           dddmmss.s |
 TR2310| TR2182 SKIPJACK ISLAND LIGHT 1950          APPROX.11.2 KM 0542711.6 |
 TR2310| CF7504 ANT RM 1                              5.831 METERS 10846     |
 TR2310| CF7505 ANT RM 2                              3.901 METERS 33917     |
 TR2310|---------------------------------------------------------------------|
 TR2310
 TR2310                          SUPERSEDED SURVEY CONTROL
 TR2310
 TR2310  NAD 83(1986)-  48 40 26.86006(N)    123 09 47.58445(W) AD(       ) 3
 TR2310  NAD 27      -  48 40 27.49900(N)    123 09 42.89200(W) AD(       ) 3
 TR2310
 TR2310.Superseded values are not recommended for survey control.
 TR2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2310.See file dsdata.txt to determine how the superseded data were derived.
 TR2310
 TR2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8798491244(NAD 83)
 TR2310
 TR2310  HISTORY     - Date     Condition        Report By
 TR2310  HISTORY     - 1894     MONUMENTED       CGS
 TR2310  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2310  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR2310  HISTORY     - 1957     SEE DESCRIPTION  CGS
 TR2310
 TR2310                          STATION DESCRIPTION
 TR2310
 TR2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2310'STATION IS ON THE NE POINT OF STUART ISLAND AT N ENTRANCE OF
 TR2310'JOHNS PASS.
 TR2310'
 TR2310'THIS IS A BARE ROCKY POINT, THE NEAREST TREE, A FIR, 3 FEET
 TR2310'THROUGH, IS MARKED BY A BLAZE AND WIRE NAIL.  FROM THE MARKER TREE
 TR2310'STATION IS IN LINE TO SE PART OF WALDRON ISLAND AND DISTANT 20
 TR2310'PACES.
 TR2310'
 TR2310'CENTER MARKER IS MARKED BY A 5/8-INCH HOLE 2 INCHES DEEP IN
 TR2310'OUTCROPPING SANDSTONE ROCK.  SITE MARKED BY PILES OF STONES ABOUT
 TR2310'POLE AND BRACES.  POLE IS 3- BY 3- BY 16-FEET, SCANTLING ROUNDED,
 TR2310'SUPPORTED BY 3 BRACES, ALL WHITEWASHED.
 TR2310'
 TR2310'USED AS A TOPOGRAPHICAL POINT.
 TR2310
 TR2310                          STATION RECOVERY (1950)
 TR2310
 TR2310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2310'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY J.J.G. IN
 TR2310'1894.  IT WAS RE-MARKED WITH A BRONZE STATION DISK STAMPED ANT
 TR2310'1894 1950, CEMENTED IN A DRILL HOLE AND TWO REFERENCE MARKS
 TR2310'WERE SET.
 TR2310'
 TR2310'ON THE MOST E POINT OF STUART ISLAND, ON THE W SIDE OF THE N
 TR2310'ENTRANCE TO JOHNS PASS, ON A BARE ROCKY POINT, 20.5 METERS W OF
 TR2310'A TRIANGLE BLAZED ON A 36-INCH FIR TREE, 11 METERS NW OF THE W END
 TR2310'OF A LONG NARROW BIGHT, 3.4 METERS S OF A 6-FOOT ROCK BANK WHICH
 TR2310'FACES N TOWARD SOME LARGE ROUNDED KNOBS OF CONGLCMERATE ROCK
 TR2310'FLUSH WITH THE SURFACE OF AN OUTCROPPING OF SANDSTONE ROCK.
 TR2310'
 TR2310'R.M. 1 IS SE OF THE STATION, IN AN OUTCROPPING OF SANDSTONE
 TR2310'ROCK, FLUSH WITH THE SURFACE.  IT IS A BRONZE REFERENCE DISK
 TR2310'STAMPED ANT 1894 -1- 1950, CEMENTED IN A DRILL HOLE.  R.M. 2 IS
 TR2310'NW OF THE STATION, IN AN OUTCROPPING OF SANDSTONE ROCK, FLUSH
 TR2310'WITH THE SURFACE.  IT IS A BRONZE REFERENCE DISK STAMPED ANT 1894
 TR2310'-2- 1950 CEMENTED IN A DRILL HOLE.
 TR2310
 TR2310                          STATION RECOVERY (1954)
 TR2310
 TR2310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2310'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 TR2310'
 TR2310'STATION IS ON A FLAT POINT ON THE MOST E PART OF STUART ISLAND,
 TR2310'AT THE N ENTRANCE OF JOHNS PASS, AND 20.5 M. E OF A 36-IN. IN
 TR2310'DIAMETER FIR TREE ON WHICH AN 8-IN. TRIANGULAR BLAZE CENTERED
 TR2310'WITH A 20-D. SPIKE HAS BEEN CUT.  THIS TREE IS THE LARGEST AND
 TR2310'MOST E TREE ON THE POINT.  A PYRAMIDAL-SHAPED KNOB OF
 TR2310'CONGLOMERATE ROCK LIES NE OF THE STATION ACROSS A
 TR2310'DRIFTWOOD-CLOGGED GAP.
 TR2310'
 TR2310'REFERENCE MARK 1 IS E OF THE STATION, IN AN OUTCROPPING OF
 TR2310'SANDSTONE ROCK, AND IS A BRONZE REFERENCE DISK, SET FLUSH WITH
 TR2310'THE SURFACE AND CEMENTED IN A DRILL HOLE.
 TR2310'
 TR2310'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, CEMENTED IN A
 TR2310'DRILL HOLE IN SANDSTONE ROCK NW OF THE STATION.
 TR2310'
 TR2310'REFERENCE MARK 1 IS DISTANT 5.831 M.  REFERENCE MARK 2 IS
 TR2310'DISTANT 3.901 M.
 TR2310
 TR2310                          STATION RECOVERY (1957)
 TR2310
 TR2310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WCR)
 TR2310'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION IS
 TR2310'ADEQUATE AND COMPLETE.  DISTANCES TO REFERENCE MARKS WERE MEASURED
 TR2310'AND CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1345 ***********************************************************************
 TP1345  DESIGNATION -  ANTOINE
 TP1345  PID         -  TP1345
 TP1345  STATE/COUNTY-  WA/OKANOGAN
 TP1345  USGS QUAD   -  BURGE MOUNTAIN (1981)
 TP1345
 TP1345                         *CURRENT SURVEY CONTROL
 TP1345  ___________________________________________________________________
 TP1345* NAD 83(1991)-  48 48 01.44568(N)    119 19 49.66159(W)     ADJUSTED  
 TP1345* NAVD 88     -       904.9    (meters)    2969.     (feet)  VERTCON   
 TP1345  ___________________________________________________________________
 TP1345  LAPLACE CORR-          14.29  (seconds)                    DEFLEC99
 TP1345  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 TP1345
 TP1345  HORZ ORDER  -  THIRD
 TP1345
 TP1345.The horizontal coordinates were established by classical geodetic methods
 TP1345.and adjusted by the National Geodetic Survey in December 1991..
 TP1345
 TP1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1345
 TP1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1345
 TP1345.The geoid height was determined by GEOID03.
 TP1345
 TP1345;                    North         East     Units Scale Factor Converg.
 TP1345;SPC WA N     -   201,259.811   610,401.020   MT  1.00001330   +1 07 08.1
 TP1345;SPC WA N     -   660,299.90  2,002,624.01   sFT  1.00001330   +1 07 08.1
 TP1345;UTM  11      - 5,407,887.069   328,870.274   MT  0.99995979   -1 45 14.1
 TP1345
 TP1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1345!SPC WA N     -   0.99986099  x   1.00001330  =   0.99987429
 TP1345!UTM  11      -   0.99986099  x   0.99995979  =   0.99982078
 TP1345
 TP1345|---------------------------------------------------------------------|
 TP1345| PID    Reference Object                     Distance      Geod. Az  |
 TP1345|                                                           dddmmss.s |
 TP1345| CS4670 ANTOINE RM 2                          4.504 METERS 05606     |
 TP1345| CS4669 ANTOINE RM 1                          9.464 METERS 21148     |
 TP1345| TP1380 WHITESTONE                          APPROX.11.1 KM 2533055.5 |
 TP1345|---------------------------------------------------------------------|
 TP1345
 TP1345                          SUPERSEDED SURVEY CONTROL
 TP1345
 TP1345  NAD 83(1986)-  48 48 01.44774(N)    119 19 49.66427(W) AD(       ) 3
 TP1345  NGVD 29 (10/02/90)  903.6    (m)         2965.     (f) VERT ANG       
 TP1345
 TP1345.Superseded values are not recommended for survey control.
 TP1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1345.See file dsdata.txt to determine how the superseded data were derived.
 TP1345
 TP1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ2887007887(NAD 83)
 TP1345_MARKER: DS = TRIANGULATION STATION DISK
 TP1345_SETTING: 66 = SET IN ROCK OUTCROP
 TP1345_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 TP1345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1345+STABILITY: POSITION/ELEVATION WELL
 TP1345
 TP1345  HISTORY     - Date     Condition        Report By
 TP1345  HISTORY     - 1956     MONUMENTED       USGS
 TP1345
 TP1345                          STATION DESCRIPTION
 TP1345
 TP1345'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1345'LOCATED ABOUT 8.2 MI NE. OF TONASKET, 6.0 MI SW. OF HAVILLAH, 4.0
 TP1345'MI N. OF ANTOINE VALLEY.  ON HIGHEST POINT OF SMALL PROMINENT
 TP1345'BLACK TOP, ONLY ONE IN VICINITY.
 TP1345'
 TP1345'TO REACH FROM HAVILLAH, DRIVE 0.3 MI SW. ON PAVED RD. TO RD.
 TP1345'FORKS.  TAKE RIGHT FORK FOLLOWING GRAVEL RD. 1.1 MI TO T-RD. AT
 TP1345'ENTRANCE TO EDEN VALLEY, CONTINUE STRAIGHT AHEAD 1.2 MI TO RD.
 TP1345'FORKS AT LARGE BARN AND RESERVOIR, CONTINUE STRAIGHT AHEAD AROUND
 TP1345'NORTH SIDE OF BARN 2.6 MI TO RD. FORKS IN PROMINENT CLEARING.
 TP1345'TURN LEFT ON DIM TRACK RD. 2.5 MI S. TO SMALL SADDLE BETWEEN TWO
 TP1345'SMALL TOPS.  PACK S. TO HIGH BLACK TOP AND STATION.  ABOUT A
 TP1345'15-MINUTE PACK.
 TP1345'
 TP1345'STATION MARK--STANDARD TABLET STAMPED---ANTOINE 1956---, CEMENTED
 TP1345'IN DRILL HOLE IN SOLID ROCK 0.2 FT BELOW GROUND.
 TP1345'
 TP1345'RM 1--DRILL HOLE IN ROCK OUTCROP.
 TP1345'
 TP1345'RM 2--DRILL HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1715 ***********************************************************************
 RC1715  DESIGNATION -  AOX
 RC1715  PID         -  RC1715
 RC1715  STATE/COUNTY-  WA/SKAMANIA
 RC1715  USGS QUAD   -  CARSON (1994)
 RC1715
 RC1715                         *CURRENT SURVEY CONTROL
 RC1715  ___________________________________________________________________
 RC1715* NAD 83(1991)-  45 42 57.80196(N)    121 47 32.51770(W)     ADJUSTED  
 RC1715* NAVD 88     -        31.656  (meters)     103.86   (feet)  ADJUSTED  
 RC1715  ___________________________________________________________________
 RC1715  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 RC1715  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RC1715  DYNAMIC HT  -          31.655 (meters)     103.85  (feet)  COMP
 RC1715  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 RC1715
 RC1715  HORZ ORDER  -  SECOND
 RC1715  VERT ORDER  -  SECOND    CLASS 0
 RC1715
 RC1715.The horizontal coordinates were established by classical geodetic methods
 RC1715.and adjusted by the National Geodetic Survey in December 1991..
 RC1715
 RC1715.The orthometric height was determined by differential leveling
 RC1715.and adjusted by the National Geodetic Survey in June 1991..
 RC1715
 RC1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC1715
 RC1715.The geoid height was determined by GEOID03.
 RC1715
 RC1715.The dynamic height is computed by dividing the NAVD 88
 RC1715.geopotential number by the normal gravity value computed on the
 RC1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1715.degrees latitude (g = 980.6199 gals.).
 RC1715
 RC1715.The modeled gravity was interpolated from observed gravity values.
 RC1715
 RC1715;                    North         East     Units Scale Factor Converg.
 RC1715;SPC WA S     -    43,364.575   399,379.836   MT  1.00002865   -0 56 19.6
 RC1715;SPC WA S     -   142,271.94  1,310,298.68   sFT  1.00002865   -0 56 19.6
 RC1715;SPC OR N     -   228,540.510 2,399,388.524   MT  0.99994020   -0 54 59.5
 RC1715;SPC OR N     -   749,804.82  7,872,009.59   iFT  0.99994020   -0 54 59.5
 RC1715;UTM  10      - 5,063,209.297   593,986.893   MT  0.99970860   +0 51 52.5
 RC1715
 RC1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC1715!SPC WA S     -   0.99999842  x   1.00002865  =   1.00002707
 RC1715!SPC OR N     -   0.99999842  x   0.99994020  =   0.99993862
 RC1715!UTM  10      -   0.99999842  x   0.99970860  =   0.99970702
 RC1715
 RC1715                          SUPERSEDED SURVEY CONTROL
 RC1715
 RC1715  NAD 83(1991)-  45 42 57.80195(N)    121 47 32.51769(W) AD(       ) 2
 RC1715  NAD 83(1986)-  45 42 57.81314(N)    121 47 32.52592(W) AD(       ) 2
 RC1715  NAD 27      -  45 42 58.39200(N)    121 47 28.25200(W) AD(       ) 2
 RC1715  NGVD 29 (??/??/92)   30.635  (m)          100.51   (f) ADJ UNCH    2 0
 RC1715
 RC1715.Superseded values are not recommended for survey control.
 RC1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1715.See file dsdata.txt to determine how the superseded data were derived.
 RC1715
 RC1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9398763209(NAD 83)
 RC1715_MARKER: DD = SURVEY DISK
 RC1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1715_STAMPING: AOX 1946
 RC1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1715+STABILITY: SURFACE MOTION
 RC1715
 RC1715  HISTORY     - Date     Condition        Report By
 RC1715  HISTORY     - 1946     MONUMENTED       USE
 RC1715  HISTORY     - 1946     GOOD             NGS
 RC1715  HISTORY     - 1956     MARK NOT FOUND   NGS
 RC1715  HISTORY     - 1959     MARK NOT FOUND   CGS
 RC1715  HISTORY     - 1974     MARK NOT FOUND   USGS
 RC1715
 RC1715                          STATION DESCRIPTION
 RC1715
 RC1715'DESCRIBED BY US ENGINEERS 1946 (EBB)
 RC1715'ABOUT 1 MILE SOUTHEAST OF CARSON, ABOUT 100 YARDS NORTH OF THE
 RC1715'NORTH BANK OF THE COLUMBIA RIVER, ABOUT 100 FEET WEST OF THE
 RC1715'CENTER OF THE WIND RIVER, ABOUT 100 FEET NORTH OF THE RAILROAD
 RC1715'TRACK, 32 FEET EAST OF THE CENTER OF A GRADED ROAD, 29 FEET NORTH
 RC1715'OF THE CENTERLINE OF U.S. HIGHWAY NUMBER 830 AND 11 FEET NORTH
 RC1715'OF THE NORTHWEST END OF THE HIGHWAY BRIDGE WHICH SPANS THE WIND
 RC1715'RIVER.
 RC1715'
 RC1715'TO REACH STATION MARTIN GO SOUTH ON STATE HIGHWAY NUMBER 8C FOR
 RC1715'1.0 MILE, TURN LEFT ONTO U.S. HIGHWAY NUMBER 830 AND GO EAST FOR
 RC1715'1.8 MILES TO THE WEST END OF THE HIGHWAY BRIDGE WHICH SPANS THE
 RC1715'WIND RIVER AND STATION MARTIN.
 RC1715
 RC1715                          STATION RECOVERY (1946)
 RC1715
 RC1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 RC1715'2.1 MI SE FROM CARSON.
 RC1715'0.1 MILES SOUTH ALONG STATE HIGHWAY 8C FROM THE GRADE SCHOOL AT
 RC1715'CARSON, THENCE 2.0 MILES SOUTHEAST ALONG A COUNTY ROAD, AT JUNCTION
 RC1715'WITH HIGHWAY 830, AT THE WEST END OF THE BRIDGE OVER THE WIND RIVER,
 RC1715'SET IN THE TOP OF A CONCRETE POST, 15 FEET NORTH OF THE CENTER LINE OF
 RC1715'THE HIGHWAY, 15 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD, AND 3
 RC1715'FEET WEST OF THE WEST END OF THE CURB ON THE NORTH SIDE OF THE BRIDGE.
 RC1715'SET IN TOP OF A CONCRETE POST.
 RC1715
 RC1715                          STATION RECOVERY (1956)
 RC1715
 RC1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RC1715'MARK NOT FOUND.
 RC1715
 RC1715                          STATION RECOVERY (1959)
 RC1715
 RC1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC1715'A THOROUGH SEARCH WAS CONDUCTED FOR THIS STATION.  IT WAS NOT
 RC1715'RECOVERED.  THE STATION MAY HAVE BEEN DISTURBED DURING SURFACING
 RC1715'OPERATIONS ON THE NEARBY ROAD.
 RC1715
 RC1715                          STATION RECOVERY (1974)
 RC1715
 RC1715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RC1715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1350 ***********************************************************************
 SY1350  DESIGNATION -  AP 1 USE
 SY1350  PID         -  SY1350
 SY1350  STATE/COUNTY-  WA/MASON
 SY1350  USGS QUAD   -  SHELTON VALLEY (1981)
 SY1350
 SY1350                         *CURRENT SURVEY CONTROL
 SY1350  ___________________________________________________________________
 SY1350* NAD 83(1986)-  47 14 11.     (N)    123 07 57.     (W)     SCALED    
 SY1350* NAVD 88     -        77.069  (meters)     252.85   (feet)  POSTED    
 SY1350  ___________________________________________________________________
 SY1350  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SY1350  DYNAMIC HT  -          77.080 (meters)     252.89  (feet)  COMP
 SY1350  MODELED GRAV-     980,804.8   (mgal)                       NAVD 88
 SY1350
 SY1350  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1350
 SY1350.The horizontal coordinates were scaled from a topographic map and have
 SY1350.an estimated accuracy of +/- 6 seconds.
 SY1350
 SY1350.The orthometric height was determined by differential leveling
 SY1350.and adjusted by the National Geodetic Survey in 1992..
 SY1350.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1350.rate of 0.0 thru 1.0 mm/km.
 SY1350
 SY1350.The geoid height was determined by GEOID03.
 SY1350
 SY1350.The dynamic height is computed by dividing the NAVD 88
 SY1350.geopotential number by the normal gravity value computed on the
 SY1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1350.degrees latitude (g = 980.6199 gals.).
 SY1350
 SY1350.The modeled gravity was interpolated from observed gravity values.
 SY1350
 SY1350;                    North         East    Units  Estimated Accuracy
 SY1350;SPC WA S     -   214,860.      300,710.      MT  (+/- 180 meters Scaled)
 SY1350
 SY1350                          SUPERSEDED SURVEY CONTROL
 SY1350
 SY1350  NGVD 29 (??/??/??)   76.014  (m)          249.39   (f) ADJUSTED    1 2
 SY1350
 SY1350.Superseded values are not recommended for survey control.
 SY1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1350.See file dsdata.txt to determine how the superseded data were derived.
 SY1350
 SY1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT899314(NAD 83)
 SY1350_MARKER: DD = SURVEY DISK
 SY1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1350_STAMPING: AP-1 JUNE 1943
 SY1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1350+STABILITY: SURFACE MOTION
 SY1350
 SY1350  HISTORY     - Date     Condition        Report By
 SY1350  HISTORY     - 1943     MONUMENTED       DOD
 SY1350  HISTORY     - 1973     MARK NOT FOUND   NGS
 SY1350  HISTORY     - 1975     MARK NOT FOUND   USGS
 SY1350  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1350
 SY1350                          STATION DESCRIPTION
 SY1350
 SY1350'DESCRIBED BY US DEPARTMENT OF DEFENSE 1943
 SY1350'2.6 MI NW FROM SHELTON.
 SY1350'2.6 MILES NORTHWEST ALONG U. S. HIGHWAY 101 FROM THE HIGH SCHOOL AT
 SY1350'SHELTON, MASON COUNTY, 0.9 MILE SOUTHEAST OF THE MAIN ENTRANCE TO
 SY1350'MASON COUNTY AIRPORT (FORMERLY SHELTON NAAS), IN LINE WITH THE SOUTH
 SY1350'AND EAST BOUNDARY FENCES, 5.7 FEET SOUTH OF A FENCE POST, 5.3 FEET
 SY1350'EAST OF ANOTHER FENCE POST, 3.5 FEET SOUTHEAST OF A FENCE, 30.3 FEET
 SY1350'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 3 FEET LOWER THAN
 SY1350'THE HIGHWAY, AND ABOUT 6 INCHES UNDERGROUND.  A CORPS OF ENGINEERS, U.
 SY1350'S. ARMY, STANDARD DISK STAMPED AP-1 JUNE 1943 AND SET IN THE TOP OF A
 SY1350'CONCRETE POST.
 SY1350
 SY1350                          STATION RECOVERY (1973)
 SY1350
 SY1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY1350'MARK NOT FOUND.
 SY1350
 SY1350                          STATION RECOVERY (1975)
 SY1350
 SY1350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SY1350'MARK NOT FOUND.
 SY1350
 SY1350                          STATION RECOVERY (1988)
 SY1350
 SY1350'RECOVERY NOTE BY US POWER SQUADRON 1988 (KAS)
 SY1350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1352 ***********************************************************************
 SY1352  DESIGNATION -  AP 18 USE
 SY1352  PID         -  SY1352
 SY1352  STATE/COUNTY-  WA/MASON
 SY1352  USGS QUAD   -  SHELTON VALLEY (1981)
 SY1352
 SY1352                         *CURRENT SURVEY CONTROL
 SY1352  ___________________________________________________________________
 SY1352* NAD 83(1986)-  47 14 30.     (N)    123 08 20.     (W)     SCALED    
 SY1352* NAVD 88     -        85.178  (meters)     279.45   (feet)  POSTED    
 SY1352  ___________________________________________________________________
 SY1352  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 SY1352  DYNAMIC HT  -          85.190 (meters)     279.49  (feet)  COMP
 SY1352  MODELED GRAV-     980,802.5   (mgal)                       NAVD 88
 SY1352
 SY1352  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 SY1352
 SY1352.The horizontal coordinates were scaled from a topographic map and have
 SY1352.an estimated accuracy of +/- 6 seconds.
 SY1352
 SY1352.The orthometric height was determined by differential leveling
 SY1352.and adjusted by the National Geodetic Survey in 1992..
 SY1352.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 SY1352.rate of 4.1 thru 8.0 mm/km.
 SY1352
 SY1352.The geoid height was determined by GEOID03.
 SY1352
 SY1352.The dynamic height is computed by dividing the NAVD 88
 SY1352.geopotential number by the normal gravity value computed on the
 SY1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1352.degrees latitude (g = 980.6199 gals.).
 SY1352
 SY1352.The modeled gravity was interpolated from observed gravity values.
 SY1352
 SY1352;                    North         East    Units  Estimated Accuracy
 SY1352;SPC WA S     -   215,460.      300,250.      MT  (+/- 180 meters Scaled)
 SY1352
 SY1352                          SUPERSEDED SURVEY CONTROL
 SY1352
 SY1352  NGVD 29 (??/??/??)   84.124  (m)          276.00   (f) ADJUSTED    1 2
 SY1352
 SY1352.Superseded values are not recommended for survey control.
 SY1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1352.See file dsdata.txt to determine how the superseded data were derived.
 SY1352
 SY1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT894320(NAD 83)
 SY1352_MARKER: DD = SURVEY DISK
 SY1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1352_STAMPING: AP-18 JUNE 1943
 SY1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1352+STABILITY: SURFACE MOTION
 SY1352
 SY1352  HISTORY     - Date     Condition        Report By
 SY1352  HISTORY     - 1943     MONUMENTED       DOD
 SY1352  HISTORY     - 1973     MARK NOT FOUND   NGS
 SY1352  HISTORY     - 1975     MARK NOT FOUND   USGS
 SY1352  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1352  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SY1352
 SY1352                          STATION DESCRIPTION
 SY1352
 SY1352'DESCRIBED BY US DEPARTMENT OF DEFENSE 1943
 SY1352'3 MI NW FROM SHELTON.
 SY1352'3.0 MILES NORTHWEST ALONG U. S. HIGHWAY 101 FROM THE HIGH SCHOOL AT
 SY1352'SHELTON, MASON COUNTY, 0.4 MILE SOUTHEAST OF THE MAIN ENTRANCE TO
 SY1352'MASON COUNTY AIRPORT (FORMERLY SHELTON NAAS), 31.7 FEET NORTH OF
 SY1352'TELEPHONE POLE 649, 29.6 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SY1352'HIGHWAY, AT AN OFFSET IN THE FENCE AROUND THE AIR STATION, AND 1.4
 SY1352'FEET EAST OF A FENCE POST.  A CORPS OF ENGINEERS, U. S. ARMY, STANDARD
 SY1352'DISK, STAMPED AP-18 JUNE 1943 AND SET IN THE TOP OF A CONCRETE POST
 SY1352'FLUSH WITH THE GROUND.
 SY1352
 SY1352                          STATION RECOVERY (1973)
 SY1352
 SY1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY1352'MARK NOT FOUND.
 SY1352
 SY1352                          STATION RECOVERY (1975)
 SY1352
 SY1352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SY1352'MARK NOT FOUND.
 SY1352
 SY1352                          STATION RECOVERY (1988)
 SY1352
 SY1352'RECOVERY NOTE BY US POWER SQUADRON 1988 (KAS)
 SY1352'MARK NOT FOUND.
 SY1352
 SY1352                          STATION RECOVERY (1990)
 SY1352
 SY1352'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0205 ***********************************************************************
 SC0205  CBN         -  This is a Cooperative Base Network Control Station.
 SC0205  DESIGNATION -  AP STA A
 SC0205  PID         -  SC0205
 SC0205  STATE/COUNTY-  WA/LEWIS
 SC0205  USGS QUAD   -  CENTRALIA (1993)
 SC0205
 SC0205                         *CURRENT SURVEY CONTROL
 SC0205  ___________________________________________________________________
 SC0205* NAD 83(1998)-  46 40 14.69542(N)    122 59 06.95087(W)     ADJUSTED  
 SC0205* NAVD 88     -        53.666  (meters)     176.07   (feet)  ADJUSTED  
 SC0205  ___________________________________________________________________
 SC0205  X           -  -2,386,973.420 (meters)                     COMP
 SC0205  Y           -  -3,677,687.143 (meters)                     COMP
 SC0205  Z           -   4,616,748.882 (meters)                     COMP
 SC0205  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 SC0205  ELLIP HEIGHT-          32.21  (meters)          (07/03/01) GPS OBS
 SC0205  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SC0205  DYNAMIC HT  -          53.672 (meters)     176.09  (feet)  COMP
 SC0205  MODELED GRAV-     980,734.3   (mgal)                       NAVD 88
 SC0205
 SC0205  HORZ ORDER  -  B
 SC0205  VERT ORDER  -  SECOND    CLASS 0
 SC0205  ELLP ORDER  -  FIFTH     CLASS I
 SC0205
 SC0205.The horizontal coordinates were established by GPS observations
 SC0205.and adjusted by the National Geodetic Survey in July 2001..
 SC0205.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC0205.DATUM ITEM on the data sheet items page.
 SC0205
 SC0205.The orthometric height was determined by differential leveling
 SC0205.and adjusted by the National Geodetic Survey in June 1991..
 SC0205
 SC0205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC0205
 SC0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0205
 SC0205.The ellipsoidal height was determined by GPS observations
 SC0205.and is referenced to NAD 83.
 SC0205
 SC0205.The geoid height was determined by GEOID03.
 SC0205
 SC0205.The dynamic height is computed by dividing the NAVD 88
 SC0205.geopotential number by the normal gravity value computed on the
 SC0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0205.degrees latitude (g = 980.6199 gals.).
 SC0205
 SC0205.The modeled gravity was interpolated from observed gravity values.
 SC0205
 SC0205;                    North         East     Units Scale Factor Converg.
 SC0205;SPC WA S     -   151,649.382   309,870.229   MT  0.99991571   -1 48 19.0
 SC0205;SPC WA S     -   497,536.35  1,016,632.58   sFT  0.99991571   -1 48 19.0
 SC0205;UTM  10      - 5,168,576.773   501,127.166   MT  0.99960002   +0 00 38.6
 SC0205
 SC0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0205!SPC WA S     -   0.99999495  x   0.99991571  =   0.99991066
 SC0205!UTM  10      -   0.99999495  x   0.99960002  =   0.99959497
 SC0205
 SC0205                          SUPERSEDED SURVEY CONTROL
 SC0205
 SC0205  NAD 83(1991)-  46 40 14.69359(N)    122 59 06.95222(W) AD(       ) B
 SC0205  ELLIP H (05/29/91)   32.38   (m)                       GP(       ) 4 1
 SC0205  NGVD 29 (??/??/92)   52.626  (m)          172.66   (f) ADJ UNCH    2 0
 SC0205
 SC0205.Superseded values are not recommended for survey control.
 SC0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0205.See file dsdata.txt to determine how the superseded data were derived.
 SC0205
 SC0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0112768577(NAD 83)
 SC0205_MARKER: DT = TOPOGRAPHIC STATION DISK
 SC0205_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SC0205_SP_SET: PAVEMENT
 SC0205_STAMPING: AP STA A 1956
 SC0205_MARK LOGO: CGS   
 SC0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0205+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 SC0205
 SC0205  HISTORY     - Date     Condition        Report By
 SC0205  HISTORY     - 1956     MONUMENTED       CGS
 SC0205  HISTORY     - 19900402 GOOD             NGS
 SC0205  HISTORY     - 19910208 GOOD
 SC0205  HISTORY     - 19920827 GOOD             NGS
 SC0205
 SC0205                          STATION DESCRIPTION
 SC0205
 SC0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SC0205'0.8 MI W FROM CHEHALIS.
 SC0205'AT CHEHALIS COUNTY AND CITY AIRPORT, NEAR THE SE CORNER OF THE SW END
 SC0205'OF THE NE/SW RUNWAY, 5.4 FT. WEST OF EAST EDGE OF RUNWAY, 0.4 FT. NE
 SC0205'OF SW END OF RUNWAY, 4.0 FT. SW OF CENTER OF A CATCH BASIN.  A
 SC0205'STANDARD TOPO DISK, STAMPED AP 1956, STA. A AND SET IN DRILL HOLE IN
 SC0205'THE CONCRETE RUNWAY.
 SC0205
 SC0205                          STATION RECOVERY (1990)
 SC0205
 SC0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SC0205'THE STATION IS LOCATED ABOUT 59.6 KM (37.0 MI) WEST OF ELBE, 43.5 KIM
 SC0205'NORTHWEST OF MOSSY ROCK, 43.5 KM (27.0 MI) NORTHEAST OF FRANCIS, 40.2
 SC0205'KM (25.0 MI) SOUTH OF OLYMPIA AND AT THE LEWIS COUNTY AIRPORT BETWEEN
 SC0205'CENTRALIA AND CHEHALIS. PERMISION TO VISIT THE STATION SHOULD BE
 SC0205'OBTAINED FROM THE AIRPORT OFFICE.
 SC0205'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE ROUTE 6
 SC0205'IN CHEHALIS, GO WEST ON STATE ROUTE 6 FOR 0.32 KM (0.20 MI) TO A SIDE
 SC0205'ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON LOUISIANA AVENUE FOR 0.48
 SC0205'KM (0.30 MI) TO A CORSS ROAD.  TURN LEFT AND GO WESTERLY ON AIRPORT
 SC0205'WAY FOR 0.97 KM (0.60 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT INTO THE
 SC0205'AIRPORT FOR 0.08 KM (0.05 MI) TO AN OPENING IN THE PARKING AREA. PASS
 SC0205'THROUGH THE OPENING, TURN RIGHT AND THEN TURN RIGHT AGAIN AND GO
 SC0205'SOUTHEASTERLY ON THE TAXIWAY FOR 0.40 KM (0.25 MI) TO A POINT WHERE
 SC0205'THE TAXIWAY TURNS LEFT AND THE STATION ON THE EAST SIDE OF THE
 SC0205'ABANDONED RUNWAY.
 SC0205'THE MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE RUNWAY.
 SC0205'IT IS 17.2 M (56.4 FT) EAST OF THE CENTER OF THE UNUSED RUNWAY, 9.1
 SC0205'M (29.9 FT) SOUTH OF THE CENTER OF THE EAST-WEST TAXIWAY, 2.2 M
 SC0205'(7.2 FT) NORTH OF A WITNESS POST AND 1.2 M (3.9 FT) SOUTHWEST OF A
 SC0205'CATCH BASIN.
 SC0205
 SC0205                          STATION RECOVERY (1991)
 SC0205
 SC0205'RECOVERED 1991
 SC0205'RECOVERED IN GOOD CONDITION.
 SC0205
 SC0205                          STATION RECOVERY (1992)
 SC0205
 SC0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 SC0205'STATION IS LOCATED 2 KM (1.2 MI) NORTHWEST OF CHEHALIS, AT THE
 SC0205'LEWIS COUNTY AIRPORT, AT THE SOUTHEAST CORNER OF RUNWAY 19 (TO BE
 SC0205'CLOSED IN NEAR FUTURE).  OWNERSHIP--LEWIS COUNTY.  CONTACT AIRPORT
 SC0205'MANAGER BRYAN WOLFE, PHONE 206-748-0190.
 SC0205'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 SC0205'STATE HIGHWAY 6 AT CHEHALIS (EXIT 77), GO WEST ON HIGHWAY 6 FOR 0.17
 SC0205'KM (0.11 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON
 SC0205'LOUISIANA AVENUE FOR 0.93 KM (0.58 MI) TO A CROSSROAD.  TURN LEFT,
 SC0205'WESTERLY, ON AIRPORT WAY FOR 0.89 KM (0.55 MI) TO THE AIRPORT
 SC0205'ENTRANCE ON THE RIGHT.  TURN RIGHT, EASTERLY, ON ROAD, PASSING
 SC0205'THROUGH PARKING AREA, FOR 0.11 KM (0.07 MI) TO A GAP IN CURB AT
 SC0205'THE APRON.  PASS THROUGH, THEN TURN DOUBLE RIGHT, SOUTH, ON TAXI FOR
 SC0205'0.38 KM (0.24 MI) TO THE FAR END OF THE OLD RUNWAY AND STATION ON
 SC0205'THE RIGHT.
 SC0205'STATION MARK IS SET FLUSH IN A DRILL HOLE IN THE RUNWAY CORNER.  IT IS
 SC0205'0.1 M (0.3 FT) NORTHWEST OF THE RUNWAY EDGE, 0.2 M (0.7 FT)
 SC0205'NORTHEAST OF THE RUNWAY END, 1.2 M (3.9 FT) WEST OF THE CENTER
 SC0205'OF A CATCH BASIN, 1.9 M (6.2 FT) NORTH OF A WHITE FIBERGLASS
 SC0205'WITNESS POST, AND 2.0 M (6.6 FT) NORTH-NORTHEAST OF AN ORANGE
 SC0205'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5520 ***********************************************************************
 AC5520  DESIGNATION -  AP STA A ALW
 AC5520  PID         -  AC5520
 AC5520  STATE/COUNTY-  WA/WALLA WALLA
 AC5520  USGS QUAD   -  WALLA WALLA (1978)
 AC5520
 AC5520                         *CURRENT SURVEY CONTROL
 AC5520  ___________________________________________________________________
 AC5520* NAD 83(1998)-  46 05 01.01393(N)    118 17 33.85755(W)     ADJUSTED  
 AC5520* NAVD 88     -       350.3    (meters)    1149.     (feet)  GPS OBS   
 AC5520  ___________________________________________________________________
 AC5520  X           -  -2,100,597.347 (meters)                     COMP
 AC5520  Y           -  -3,902,417.442 (meters)                     COMP
 AC5520  Z           -   4,571,936.412 (meters)                     COMP
 AC5520  LAPLACE CORR-          11.53  (seconds)                    DEFLEC99
 AC5520  ELLIP HEIGHT-         329.85  (meters)          (10/02/01) GPS OBS
 AC5520  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 AC5520
 AC5520  HORZ ORDER  -  THIRD
 AC5520  ELLP ORDER  -  FOURTH    CLASS I
 AC5520
 AC5520.This mark is at Walla Walla Regional Airport (ALW)
 AC5520
 AC5520.The horizontal coordinates were established by GPS observations
 AC5520.and adjusted by the National Geodetic Survey in October 2001..
 AC5520.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5520.DATUM ITEM on the data sheet items page.
 AC5520
 AC5520.The orthometric height was determined by GPS observations and a
 AC5520.high-resolution geoid model.
 AC5520
 AC5520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5520
 AC5520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5520
 AC5520.The ellipsoidal height was determined by GPS observations
 AC5520.and is referenced to NAD 83.
 AC5520
 AC5520.The geoid height was determined by GEOID03.
 AC5520
 AC5520;                    North         East     Units Scale Factor Converg.
 AC5520;SPC WA S     -    85,782.133   670,693.683   MT  0.99995266   +1 36 12.0
 AC5520;SPC WA S     -   281,436.88  2,200,434.19   sFT  0.99995266   +1 36 12.0
 AC5520;UTM  11      - 5,104,150.057   400,051.486   MT  0.99972280   -0 55 52.7
 AC5520
 AC5520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5520!SPC WA S     -   0.99994829  x   0.99995266  =   0.99990096
 AC5520!UTM  11      -   0.99994829  x   0.99972280  =   0.99967111
 AC5520
 AC5520|---------------------------------------------------------------------|
 AC5520| PID    Reference Object                     Distance      Geod. Az  |
 AC5520|                                                           dddmmss.s |
 AC5520| AD9559 ALW E                               151.407 METERS 04813     |
 AC5520|---------------------------------------------------------------------|
 AC5520
 AC5520                          SUPERSEDED SURVEY CONTROL
 AC5520
 AC5520  NAD 83(1991)-  46 05 01.01396(N)    118 17 33.85776(W) AD(       ) 3
 AC5520  ELLIP H (06/15/99)  329.88   (m)                       GP(       ) 4 1
 AC5520
 AC5520.Superseded values are not recommended for survey control.
 AC5520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5520.See file dsdata.txt to determine how the superseded data were derived.
 AC5520
 AC5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0005104150(NAD 83)
 AC5520_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5520_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC5520_SP_SET: SET IN PAVEMENT OF RWY SHOULDER
 AC5520_STAMPING: AP 1962 STA A
 AC5520_MARK LOGO: CGS   
 AC5520_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5520+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1997
 AC5520
 AC5520  HISTORY     - Date     Condition        Report By
 AC5520  HISTORY     - 1962     MONUMENTED       CGS
 AC5520  HISTORY     - 19880615 GOOD             NGS
 AC5520  HISTORY     - 19960721 GOOD             CHANCE
 AC5520  HISTORY     - 19970829 GOOD             NGS
 AC5520
 AC5520                          STATION DESCRIPTION
 AC5520
 AC5520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC5520'THE STATION IS LOCATED IN THE SE CORNER OF RUNWAY END 2, 315 FT (96.0
 AC5520'M) SE OF THE CENTERLINE OF AN EW TAXIWAY, 150 FT (45.7 M) SE OF THE
 AC5520'CENTERLINE OF RUNWAY END 2, 78 FT (23.8 M) N OF THE EASTERN-MOST
 AC5520'THRESHOLD LIGHT.  THE STATION IS A STANDARD CGS TOPOGRAPHIC STATION
 AC5520'DISK STAMPED AP 1962 STA A, SET IN A DRILL HOLE AND FLUSH WITH THE
 AC5520'PAVING.
 AC5520
 AC5520                          STATION RECOVERY (1996)
 AC5520
 AC5520'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5520'STATION IS LOCATED ABOUT 13 MILES (20.9 KM) SOUTHWEST OF WAITSBURG, 6
 AC5520'MILES (9.7 KM) NORTH OF THE OREGON - WASHINGTON STATE LINE, IN
 AC5520'NORTHEAST WALLA WALLA AT THE WALLA WALLA REGIONAL AIRPORT, LARRY ADAMS
 AC5520'- AIRPORT MANAGER, PHONE 509-529-0843  TO REACH THE STATION FRON THE
 AC5520'JUNCTION OF US HIGHWAY 12 AND -A- STREET IN WALLA WALLA, PROCEED NORTH
 AC5520'AND WEST ON -A- STREET 0.65 MILES (1.05 KM) TO DOUGLAS STREET, TURN
 AC5520'LEFT AND PROCEED WEST ON DOUGLAS STREET TO A GATE ON THE NORTH SIDE OF
 AC5520'THE FIRE STATION, OBTAIN PERMISSION, PASS THROUGH THE GATE AND PROCEED
 AC5520'WEST ON THE RAMP 0.1 MILES (0.2 KM) TO TAXIWAY A, TURN LEFT AND
 AC5520'PROCEED SOUTHWEST ON TAXIWAY A 0.8 MILES (1.3 KM) TO THE JUNCTION OF
 AC5520'TAXIWAY A AND RUNWAY 2-20, TURN LEFT AND PROCEED SOUTH 250 FT (76.2 M)
 AC5520'ALONG THE EAST EDGE OF THE RUNWAY TO THE STATION  THE STATION IS A
 AC5520'STANDARD US COAST AND GEODETIC SURVEY TOPOGRAPHIC STATION DISK SET IN
 AC5520'THE TOP OF A CONCRETE SLAB, SET FLUSH WITH THE CONCRETE SURFACE.  THE
 AC5520'STATION IS LOCATED 7.8 M (25.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 AC5520'PAVED ILS ACCESS ROAD, 4.5 M (14.8 FT) NORTHWEST OF THE CENTER OF A
 AC5520'ROUND DRAIN INLET, 72.0 M (236.2 FT) SOUTH OF THE CENTERLINE OF
 AC5520'TAXIWAY A AND 62.8 M (206.0 FT) SOUTHWEST OF A TAXIWAY LIGHT
 AC5520
 AC5520                          STATION RECOVERY (1997)
 AC5520
 AC5520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AC5520'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5510 ***********************************************************************
 AC5510  SACS        -  This is a Secondary Airport Control Station.
 AC5510  DESIGNATION -  AP STA A SFF
 AC5510  PID         -  AC5510
 AC5510  STATE/COUNTY-  WA/SPOKANE
 AC5510  USGS QUAD   -  SPOKANE NE (1986)
 AC5510
 AC5510                         *CURRENT SURVEY CONTROL
 AC5510  ___________________________________________________________________
 AC5510* NAD 83(1998)-  47 40 46.92507(N)    117 19 54.91078(W)     ADJUSTED  
 AC5510* NAVD 88     -       592.64   (meters)    1944.4    (feet)  GPS OBS   
 AC5510  ___________________________________________________________________
 AC5510  X           -  -1,975,470.988 (meters)                     COMP
 AC5510  Y           -  -3,822,178.845 (meters)                     COMP
 AC5510  Z           -   4,693,397.435 (meters)                     COMP
 AC5510  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 AC5510  ELLIP HEIGHT-         574.49  (meters)          (07/02/01) GPS OBS
 AC5510  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 AC5510
 AC5510  HORZ ORDER  -  FIRST
 AC5510  ELLP ORDER  -  THIRD     CLASS II
 AC5510
 AC5510.This mark is at Felts Field Airport (SFF)
 AC5510
 AC5510.The horizontal coordinates were established by GPS observations
 AC5510.and adjusted by the National Geodetic Survey in July 2001..
 AC5510.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5510.DATUM ITEM on the data sheet items page.
 AC5510
 AC5510.The orthometric height was determined by GPS observations and a
 AC5510.high-resolution geoid model.
 AC5510
 AC5510.GPS derived orthometric heights for airport stations designated as
 AC5510.PACS or SACS are published to 2 decimal places.  This maintains
 AC5510.centimeter relative accuracy between the PACS and SACS.  It does
 AC5510.not indicate centimeter accuracy relative to other marks which are
 AC5510.part of the NAVD 88 network.
 AC5510
 AC5510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5510
 AC5510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5510
 AC5510.The ellipsoidal height was determined by GPS observations
 AC5510.and is referenced to NAD 83.
 AC5510
 AC5510.The geoid height was determined by GEOID03.
 AC5510
 AC5510;                    North         East     Units Scale Factor Converg.
 AC5510;SPC WA N     -    81,550.213   762,809.271   MT  0.99997133   +2 36 24.7
 AC5510;SPC WA N     -   267,552.66  2,502,650.08   sFT  0.99997133   +2 36 24.7
 AC5510;UTM  11      - 5,280,754.719   475,087.428   MT  0.99960763   -0 14 43.5
 AC5510
 AC5510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5510!SPC WA N     -   0.99990996  x   0.99997133  =   0.99988130
 AC5510!UTM  11      -   0.99990996  x   0.99960763  =   0.99951763
 AC5510
 AC5510                          SUPERSEDED SURVEY CONTROL
 AC5510
 AC5510  NAD 83(1998)-  47 40 46.92493(N)    117 19 54.91186(W) AD(       ) 1
 AC5510  ELLIP H (07/23/97)  574.52   (m)                       GP(       ) 3 1
 AC5510
 AC5510.Superseded values are not recommended for survey control.
 AC5510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5510.See file dsdata.txt to determine how the superseded data were derived.
 AC5510
 AC5510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN7508780755(NAD 83)
 AC5510_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5510_STAMPING: AP STA A SFF 1973
 AC5510_MARK LOGO: CGS   
 AC5510_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5510+STABILITY: SURFACE MOTION
 AC5510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5510+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1997
 AC5510
 AC5510  HISTORY     - Date     Condition        Report By
 AC5510  HISTORY     - 1973     MONUMENTED       CGS
 AC5510  HISTORY     - 19860615 GOOD             NGS
 AC5510  HISTORY     - 19960725 GOOD             CHANCE
 AC5510  HISTORY     - 19970812 GOOD             NGS
 AC5510
 AC5510                          STATION DESCRIPTION
 AC5510
 AC5510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AC5510'THE STATION IS LOCATED NEAR THE WEST END OF THE MAIN RUNWAY AT FELTS
 AC5510'FIELD IN SPOKANE, WASH.  IT IS 210.8 FT (64.3 M) W OF THE FIRST LIGHT
 AC5510'ON THE NW EDGE OF THE RUNWAY FROM END 3L, 150.0 FT (45.7 M) NW OF W
 AC5510'CORNER OF END 3L, AND 111.5 FT (34.0 M) NW OF A RUNWAY LOCATOR LIGHT.
 AC5510'THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A
 AC5510'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED AP STA A SFF 1973.
 AC5510'NOTE, STATION IS ALSO 128.6 FT (39.2 M) FROM THE OUTBOARD THRESHOLD
 AC5510'LIGHT (1982 NOTE)
 AC5510
 AC5510                          STATION RECOVERY (1996)
 AC5510
 AC5510'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5510'THE STATION IS LOCATED 20 MILES (32.2 KM) SOUTHEAST OF DEER PARK, 13
 AC5510'MILES (20.9 KM) WEST OF THE WASHINGTON - IDAHO STATE LINE, IN
 AC5510'NORTHEAST SPOKANE AT FELTS FIELD, DENNIS LOCKE - DIRECTOR OF AIRPORT
 AC5510'OPERATIONS, PHONE 509-455-6418  TO REACH THE STATION FROM THE JUNCTION
 AC5510'OF INTERSTATE 90 AND SPRAGUE AVENUE IN EAST SPOKANE, PROCEED WEST ON
 AC5510'SPRAGUE AVENUE 0.15 MILES (0.24 KM) TO FANCHER AVENUE, TURN RIGHT AND
 AC5510'FOLLOW FANCHER AVE NORTH 1.5 MILES (2.4 KM) TO A T-INTERSECTION WITH
 AC5510'RUTTER AVENUE, TURN RIGHT AND PROCEED NORTHEAST ON RUTTER AVENUE 0.3
 AC5510'MILES (0.5 KM) TO THE TERMINAL BUILDING AND TOWER, TURN LEFT JUST EAST
 AC5510'OF THE TOWER AND PROCEED NORTHWEST 0.05 MILES (0.08 KM) TO A GATE ,
 AC5510'OBTAIN PERMISSION AND PROCEED NORTHWEST THROUGH THE GATE 0.05 MILES
 AC5510'(0.08 KM) ACROSS THE RAMP TO MID FIELD TAXIWAY, BEAR LEFT AND FOLLOW
 AC5510'RAMP TAXIWAY 0.6 MILES (1.0 KM) WEST TO THE SOUTHWEST END OF RUNWAY
 AC5510'3L-21R, PROCEED NOTHWEST ACROSS THE RUNWAY 200 FT (61.0 M) TO THE
 AC5510'STATION ON THE LEFT  THE STATION IS A STANDARD US COAST AND GEODETIC
 AC5510'SURVEY TOPOGRAPHIC STATION DISK SET IN THE TOP OF A SQUARE CONCRETE
 AC5510'MONUMENT, SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED 30.6 M
 AC5510'(100.4 FT) SOUTHWEST OF A CORNER IN THE AIRPORT PERIMETER FENCE, 38.9
 AC5510'M (127.6 FT) SOUTH OF THE CENTER OF A GATE IN THE PERIMETER FENCE,
 AC5510'45.8 M (150.3 FT) NORTHWEST OF THE NORTHERLY EDGE OF RUNWAY 3L-21R,
 AC5510'33.25 M (109.09 FT) NORTHWEST OF THE NORTHERN CORNER OF THE CONCRETE
 AC5510'BASE OF THE REIL  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AC5510'CONTROL STATION (SACS) - WASHINGTON ANA SURVEYS 1996
 AC5510
 AC5510                          STATION RECOVERY (1997)
 AC5510
 AC5510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC5510'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 AC5510'OWNERSHIP--CITY/COUNTY OF SPOKANE, DENNIS LOCKE, DIRECTOR OF AIRPORT
 AC5510'OPERATIONS, P O BOX 19186, SPOKANE, WA 99219.  THE PHONE NUMBER IS
 AC5510'(509) 455-6418.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5515 ***********************************************************************
 AC5515  SACS        -  This is a Secondary Airport Control Station.
 AC5515  DESIGNATION -  AP STA A TIW
 AC5515  PID         -  AC5515
 AC5515  STATE/COUNTY-  WA/PIERCE
 AC5515  USGS QUAD   -  GIG HARBOR (1994)
 AC5515
 AC5515                         *CURRENT SURVEY CONTROL
 AC5515  ___________________________________________________________________
 AC5515* NAD 83(1998)-  47 16 29.25376(N)    122 34 38.77803(W)     ADJUSTED  
 AC5515* NAVD 88     -        88.14   (meters)     289.2    (feet)  GPS OBS   
 AC5515  ___________________________________________________________________
 AC5515  X           -  -2,334,316.002 (meters)                     COMP
 AC5515  Y           -  -3,653,236.804 (meters)                     COMP
 AC5515  Z           -   4,662,594.126 (meters)                     COMP
 AC5515  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AC5515  ELLIP HEIGHT-          65.57  (meters)          (07/02/01) GPS OBS
 AC5515  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AC5515
 AC5515  HORZ ORDER  -  FIRST
 AC5515  ELLP ORDER  -  THIRD     CLASS II
 AC5515
 AC5515.This mark is at Tacoma Narrows Airport (TIW)
 AC5515
 AC5515.The horizontal coordinates were established by GPS observations
 AC5515.and adjusted by the National Geodetic Survey in July 2001..
 AC5515.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5515.DATUM ITEM on the data sheet items page.
 AC5515
 AC5515.The orthometric height was determined by GPS observations and a
 AC5515.high-resolution geoid model.
 AC5515
 AC5515.GPS derived orthometric heights for airport stations designated as
 AC5515.PACS or SACS are published to 2 decimal places.  This maintains
 AC5515.centimeter relative accuracy between the PACS and SACS.  It does
 AC5515.not indicate centimeter accuracy relative to other marks which are
 AC5515.part of the NAVD 88 network.
 AC5515
 AC5515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5515
 AC5515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5515
 AC5515.The ellipsoidal height was determined by GPS observations
 AC5515.and is referenced to NAD 83.
 AC5515
 AC5515.The geoid height was determined by GEOID03.
 AC5515
 AC5515;                    North         East     Units Scale Factor Converg.
 AC5515;SPC WA S     -   217,871.550   342,830.458   MT  0.99998713   -1 30 32.6
 AC5515;SPC WA S     -   714,800.24  1,124,769.59   sFT  0.99998713   -1 30 32.6
 AC5515;UTM  10      - 5,235,788.143   531,960.390   MT  0.99961255   +0 18 37.5
 AC5515
 AC5515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5515!SPC WA S     -   0.99998972  x   0.99998713  =   0.99997685
 AC5515!UTM  10      -   0.99998972  x   0.99961255  =   0.99960228
 AC5515
 AC5515                          SUPERSEDED SURVEY CONTROL
 AC5515
 AC5515  NAD 83(1998)-  47 16 29.25333(N)    122 34 38.77909(W) AD(       ) 1
 AC5515  ELLIP H (07/23/97)   65.61   (m)                       GP(       ) 3 1
 AC5515
 AC5515.Superseded values are not recommended for survey control.
 AC5515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5515.See file dsdata.txt to determine how the superseded data were derived.
 AC5515
 AC5515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3196035788(NAD 83)
 AC5515_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5515_STAMPING: AP 1968 STA A
 AC5515_MARK LOGO: CGS   
 AC5515_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5515+STABILITY: SURFACE MOTION
 AC5515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5515+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1997
 AC5515
 AC5515  HISTORY     - Date     Condition        Report By
 AC5515  HISTORY     - 1968     MONUMENTED       CGS
 AC5515  HISTORY     - 19830815 GOOD             NGS
 AC5515  HISTORY     - 19960812 GOOD             CHANCE
 AC5515  HISTORY     - 19970908 GOOD             NGS
 AC5515
 AC5515                          STATION DESCRIPTION
 AC5515
 AC5515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (MLS)
 AC5515'THE STATION IS LOCATED WEST OF AND ON RANGE WITH THE NORTHERN END OF
 AC5515'RUNWAY END 17, 203.1 FT (61.9 M) NW OF THE FIRST RUNWAY LIGHT, 140.0
 AC5515'FT (42.7 M) WEST OF THE CENTERLINE OF RUNWAY 17, 549.9 FT (167.6 M)
 AC5515'WEST OF THE WESTERN-MOST OF FOUR THRESHOLD LIGHTS.  THE MONUMENT IS A
 AC5515'STANDARD TOPOGRAPHIC DISK STAMPED AP 1968 STA A SET IN A 10 INCH
 AC5515'CONCRETE POST FLUSH WITH THE GROUND.
 AC5515
 AC5515                          STATION RECOVERY (1996)
 AC5515
 AC5515'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5515'THE STATION IS LOCATED ABOUT 20 MILES (32.2 KM) NORTHEAST OF OLYMPIA,
 AC5515'4 MILES (6.4 KM) WEST OF TACOMA, 4 MILES (6.4 KM) SOUTH OF GIG HARBOR,
 AC5515'AT THE TACOMA NARROWS AIRPORT, KEITH VAN WINKLE - AIRPORT OPERATIONS,
 AC5515'PHONE 206-851-2381  TO REACH THE STATION FROM THE JUNCTION OF STONE
 AC5515'ROAD AND STATE HIGHWAY 16, AT THE NORTHWEST END OF THE TACOMA NARROWS
 AC5515'BRIDGE, PROCEED SOUTHWEST ON STONE ROAD 1.0 MILES (1.6 KM) TO 26TH
 AC5515'AVENUE NORTHWEST, TURN LEFT AND PROCEED SOUTH ON 26TH AVE NW 0.5 MILES
 AC5515'(0.8 KM) TO THE AIRPORT ENTRANCE, TURN RIGHT AND PROCEED WEST THROUGH
 AC5515'THE PARKING LOT 0.05 MILES (0.08 KM) TO A GATE ON THE NORTH SIDE OF
 AC5515'THE CONTROL TOWER, OBTAIN PERMISSION, PROCEED WEST 0.05 MILES (0.08
 AC5515'KM) TO THE WEST EDGE OF THE RAMP, TURN RIGHT AND PROCEED NORTH 0.35
 AC5515'MILES (0.56 KM) TO THE JUNCTION WITH TAXIWAY A1, TURN LEFT AND PROCEED
 AC5515'WEST 0.1 MILES (0.2 KM) ACROSS RUNWAY 17-35 TO THE POINT 20 M (65.6
 AC5515'FT) WEST OF THE NORTHWEST CORNER OF THE RUNWAY  THE STATION IS A
 AC5515'STANDARD US COAST AND GEODETIC SURVEY TOPOGRAPHIC STATION DISK SET IN
 AC5515'THE TOP OF A SQUARE CONCRETE MONUMENT, RECESSED APPROXIMATELY 5 CM
 AC5515'BELOW THE GROUND.  THE STATION IS LOCATED 16.7 M (54.8 FT) WEST OF THE
 AC5515'WESTERNMOST THRESHOLD LIGHT, 17.0 M (55.8 FT) SOUTHWEST OF THE
 AC5515'WESTERNMOST OF 18 FAA REIL LIGHTS, 74.4 M (244.1 FT) SOUTH OF OF THE
 AC5515'MIDDLE ONE OF FIVE RUNWAY APPROACH LIGHTS NORTH OF THE RUNWAY, 19.8 M
 AC5515'(65.0 FT) WEST OF THE NORTHWEST CORNER OF THE RUNWAY, 61.8 M (202.8
 AC5515'FT) NORTHWEST OF THE 1ST RUNWAY LIGHT SOUTH OF THE END OF THE RUNWAY
 AC5515'THE STATION HAS BEEN DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AC5515'(SACS) - WASHINGTON ANA SURVEYS 1996
 AC5515
 AC5515                          STATION RECOVERY (1997)
 AC5515
 AC5515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC5515'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE AIRPORT IS NOW
 AC5515'MANAGED BY A CONTRACTOR, COMARCO INC.  PHONE 253-853-5844.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0207 ***********************************************************************
 SC0207  DESIGNATION -  AP STA. B
 SC0207  PID         -  SC0207
 SC0207  STATE/COUNTY-  WA/LEWIS
 SC0207  USGS QUAD   -  CENTRALIA (1993)
 SC0207
 SC0207                         *CURRENT SURVEY CONTROL
 SC0207  ___________________________________________________________________
 SC0207* NAD 83(1986)-  46 40 53.     (N)    122 58 21.     (W)     SCALED    
 SC0207* NAVD 88     -        51.332  (meters)     168.41   (feet)  ADJUSTED  
 SC0207  ___________________________________________________________________
 SC0207  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SC0207  DYNAMIC HT  -          51.338 (meters)     168.43  (feet)  COMP
 SC0207  MODELED GRAV-     980,738.0   (mgal)                       NAVD 88
 SC0207
 SC0207  VERT ORDER  -  SECOND    CLASS 0
 SC0207
 SC0207.The horizontal coordinates were scaled from a topographic map and have
 SC0207.an estimated accuracy of +/- 6 seconds.
 SC0207
 SC0207.The orthometric height was determined by differential leveling
 SC0207.and adjusted by the National Geodetic Survey in June 1991..
 SC0207
 SC0207.The geoid height was determined by GEOID03.
 SC0207
 SC0207.The dynamic height is computed by dividing the NAVD 88
 SC0207.geopotential number by the normal gravity value computed on the
 SC0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0207.degrees latitude (g = 980.6199 gals.).
 SC0207
 SC0207.The modeled gravity was interpolated from observed gravity values.
 SC0207
 SC0207;                    North         East    Units  Estimated Accuracy
 SC0207;SPC WA S     -   152,800.      310,880.      MT  (+/- 180 meters Scaled)
 SC0207
 SC0207                          SUPERSEDED SURVEY CONTROL
 SC0207
 SC0207  NGVD 29 (??/??/92)   50.292  (m)          165.00   (f) ADJ UNCH    2 0
 SC0207
 SC0207.Superseded values are not recommended for survey control.
 SC0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0207.See file dsdata.txt to determine how the superseded data were derived.
 SC0207
 SC0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES021697(NAD 83)
 SC0207_MARKER: DT = TOPOGRAPHIC STATION DISK
 SC0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0207_SP_SET: RUNWAY
 SC0207_STAMPING: AP 1956 STA. B
 SC0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0207
 SC0207  HISTORY     - Date     Condition        Report By
 SC0207  HISTORY     - 1956     MONUMENTED       CGS
 SC0207
 SC0207                          STATION DESCRIPTION
 SC0207
 SC0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SC0207'0.8 MI W FROM CHEHALIS.
 SC0207'AT CHEHALIS COUNTY AND CITY AIRPORT, NEAR THE NE CORNER OF NE END OF
 SC0207'NE/SW RUNWAY, 5.4 FT. WEST OF EAST EDGE OF RUNWAY, 0.4 FT. SW OF NE
 SC0207'END OF RUNWAY, 3.5 FT. NW OF CENTER OF CATCH BASIN.  A STANDARD TOPO
 SC0207'DISK, STAMPED AP 1956 STA. B AND SET IN DRILL HOLE IN THE CONCRETE
 SC0207'RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5521 ***********************************************************************
 AC5521  SACS        -  This is a Secondary Airport Control Station.
 AC5521  DESIGNATION -  AP STA B ALW
 AC5521  PID         -  AC5521
 AC5521  STATE/COUNTY-  WA/WALLA WALLA
 AC5521  USGS QUAD   -  WALLA WALLA (1978)
 AC5521
 AC5521                         *CURRENT SURVEY CONTROL
 AC5521  ___________________________________________________________________
 AC5521* NAD 83(1998)-  46 05 58.28304(N)    118 16 33.65179(W)     ADJUSTED  
 AC5521* NAVD 88     -       364.47   (meters)    1195.8    (feet)  GPS OBS   
 AC5521  ___________________________________________________________________
 AC5521  X           -  -2,098,859.336 (meters)                     COMP
 AC5521  Y           -  -3,901,917.087 (meters)                     COMP
 AC5521  Z           -   4,573,172.962 (meters)                     COMP
 AC5521  LAPLACE CORR-          11.47  (seconds)                    DEFLEC99
 AC5521  ELLIP HEIGHT-         344.01  (meters)          (07/02/01) GPS OBS
 AC5521  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 AC5521
 AC5521  HORZ ORDER  -  FIRST
 AC5521  ELLP ORDER  -  THIRD     CLASS II
 AC5521
 AC5521.This mark is at Walla Walla Regional Airport (ALW)
 AC5521
 AC5521.The horizontal coordinates were established by GPS observations
 AC5521.and adjusted by the National Geodetic Survey in July 2001..
 AC5521.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5521.DATUM ITEM on the data sheet items page.
 AC5521
 AC5521.The orthometric height was determined by GPS observations and a
 AC5521.high-resolution geoid model.
 AC5521
 AC5521.GPS derived orthometric heights for airport stations designated as
 AC5521.PACS or SACS are published to 2 decimal places.  This maintains
 AC5521.centimeter relative accuracy between the PACS and SACS.  It does
 AC5521.not indicate centimeter accuracy relative to other marks which are
 AC5521.part of the NAVD 88 network.
 AC5521
 AC5521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5521
 AC5521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5521
 AC5521.The ellipsoidal height was determined by GPS observations
 AC5521.and is referenced to NAD 83.
 AC5521
 AC5521.The geoid height was determined by GEOID03.
 AC5521
 AC5521;                    North         East     Units Scale Factor Converg.
 AC5521;SPC WA S     -    87,585.906   671,936.794   MT  0.99995028   +1 36 55.8
 AC5521;SPC WA S     -   287,354.76  2,204,512.63   sFT  0.99995028   +1 36 55.8
 AC5521;UTM  11      - 5,105,896.684   401,372.851   MT  0.99971958   -0 55 10.2
 AC5521
 AC5521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5521!SPC WA S     -   0.99994607  x   0.99995028  =   0.99989636
 AC5521!UTM  11      -   0.99994607  x   0.99971958  =   0.99966567
 AC5521
 AC5521                          SUPERSEDED SURVEY CONTROL
 AC5521
 AC5521  NAD 83(1998)-  46 05 58.28309(N)    118 16 33.65200(W) AD(       ) 1
 AC5521  ELLIP H (07/23/97)  344.04   (m)                       GP(       ) 3 1
 AC5521
 AC5521.Superseded values are not recommended for survey control.
 AC5521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5521.See file dsdata.txt to determine how the superseded data were derived.
 AC5521
 AC5521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0137305897(NAD 83)
 AC5521_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC5521_SP_SET: SET IN SURFACE RUNWAY
 AC5521_STAMPING: AP 1962 STA B
 AC5521_MARK LOGO: CGS   
 AC5521_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5521+STABILITY: SURFACE MOTION
 AC5521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5521+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1997
 AC5521
 AC5521  HISTORY     - Date     Condition        Report By
 AC5521  HISTORY     - 1962     MONUMENTED       CGS
 AC5521  HISTORY     - 19880615 GOOD             NGS
 AC5521  HISTORY     - 19960721 GOOD             CHANCE
 AC5521  HISTORY     - 19970829 GOOD             NGS
 AC5521  HISTORY     - 20060510 MARK NOT FOUND   WOOLPT
 AC5521
 AC5521                          STATION DESCRIPTION
 AC5521
 AC5521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC5521'THE STATION IS LOCATED IN THE NE CORNER OF RUNWAY END 20, 150 FT (45.7
 AC5521'M) SE OF THE CENTERLINE OF RUNWAY END 20, 150 FT (45.7 M) N OF
 AC5521'CENTERLINE OF RUNWAY 7-25, 89.5 FT, (27.3 M) SW OF A RUNWAY IDENTIFIER
 AC5521'LIGHT, AND 10.2 FT (3.1 M) SW OF THE CENTER OF A CATCH BASIN.  THE
 AC5521'STATION IS A STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED AP 1962 STA
 AC5521'B, SET IN A DRILL HOLE AND FLUSH WITH THE PAVING.
 AC5521
 AC5521                          STATION RECOVERY (1996)
 AC5521
 AC5521'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5521'STATION IS LOCATED ABOUT 13 MILES (20.9 KM) SOUTHWEST OF WAITSBURG, 6
 AC5521'MILES (9.7 KM) NORTH OF THE OREGON - WASHINGTON STATE LINE, IN
 AC5521'NORTHEAST WALLA WALLA AT THE WALLA WALLA REGIONAL AIRPORT, LARRY ADAMS
 AC5521'- AIRPORT MANAGER, PHONE 509-529-0843  TO REACH THE STATION FRON THE
 AC5521'JUNCTION OF US HIGHWAY 12 AND -A- STREET IN WALLA WALLA, PROCEED NORTH
 AC5521'AND WEST ON -A- STREET 0.65 MILES (1.05 KM) TO DOUGLAS STREET, TURN
 AC5521'LEFT AND PROCEED WEST ON DOUGLAS STREET TO A GATE ON THE NORTH SIDE OF
 AC5521'THE FIRE STATION, OBTAIN PERMISSION, PASS THROUGH THE GATE AND PROCEED
 AC5521'WEST ON THE RAMP 0.1 MILES (0.2 KM) TO TAXIWAY A, TURN RIGHT AND
 AC5521'PROCEED NORTH ON TAXIWAY A 0.35 MILES (0.56 KM) TO A BEND IN THE
 AC5521'TAXIWAY, CONTINUE NORTHWEST ON TAXIWAY A ACROSS RUNWAY 7-25 TO THE
 AC5521'STATION AT THE JUNCTION OF THE NORTH EDGE OF RUNWAY 7-25 AND THE EAST
 AC5521'EDGE OF RUNWAY 2-20  THE STATION IS A STANDARD US COAST AND GEODETIC
 AC5521'SURVEY TOPOGRAPHIC STATION DISK SET IN THE CONCRETE RUNWAY, SET FLUSH
 AC5521'WITH THE SURFACE. THE STATION IS LOCATED 20.05 M (65.78 FT) SOUTHEAST
 AC5521'OF THE EASTERNMOST OF 4 THRESHOLD LIGHTS, 3.1 M (10.2 FT) SOUTH OF THE
 AC5521'GRATED DRAIN INLET, 12.55 M (41.17 FT) WEST OF THE CENTER OF A SMALL
 AC5521'UTILITY COVER AT THE WEST END OF THE CONCRETE LIGHT BAR AND 33.0 M
 AC5521'(108.3 FT) SOUTHWEST OF A LARGE CONCRETE UTILITY COVER  THE STATION IS
 AC5521'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - WASHINGTON
 AC5521'ANA SURVEYS 1996
 AC5521
 AC5521                          STATION RECOVERY (1997)
 AC5521
 AC5521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AC5521'RECOVERED AS DESCRIBED--- THE STATION IS DESIGNATED AS A SECONDARY
 AC5521'AIRPORT CONTROL STATION (SACS)
 AC5521
 AC5521                          STATION RECOVERY (2006)
 AC5521
 AC5521'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (BAJ)
 AC5521'NOT FOUND. AIRPORT PERSONNEL REPORT THE STATION AS DESTROYED, BUT
 AC5521'COULD NOT PROVIDE THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5442 ***********************************************************************
 AC5442  SACS        -  This is a Secondary Airport Control Station.
 AC5442  DESIGNATION -  AP STA B PAE
 AC5442  PID         -  AC5442
 AC5442  STATE/COUNTY-  WA/SNOHOMISH
 AC5442  USGS QUAD   -  MUKILTEO (1978)
 AC5442
 AC5442                         *CURRENT SURVEY CONTROL
 AC5442  ___________________________________________________________________
 AC5442* NAD 83(1998)-  47 54 03.56527(N)    122 17 09.71302(W)     ADJUSTED  
 AC5442* NAVD 88     -       176.34   (meters)     578.5    (feet)  GPS OBS   
 AC5442  ___________________________________________________________________
 AC5442  X           -  -2,288,280.002 (meters)                     COMP
 AC5442  Y           -  -3,621,655.602 (meters)                     COMP
 AC5442  Z           -   4,709,616.473 (meters)                     COMP
 AC5442  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AC5442  ELLIP HEIGHT-         153.03  (meters)          (07/02/01) GPS OBS
 AC5442  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AC5442
 AC5442  HORZ ORDER  -  FIRST
 AC5442  ELLP ORDER  -  THIRD     CLASS II
 AC5442
 AC5442.This mark is at Snohomish Co (PAINE FLD) Airport (PAE)
 AC5442
 AC5442.The horizontal coordinates were established by GPS observations
 AC5442.and adjusted by the National Geodetic Survey in July 2001..
 AC5442.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5442.DATUM ITEM on the data sheet items page.
 AC5442
 AC5442.The orthometric height was determined by GPS observations and a
 AC5442.high-resolution geoid model.
 AC5442
 AC5442.GPS derived orthometric heights for airport stations designated as
 AC5442.PACS or SACS are published to 2 decimal places.  This maintains
 AC5442.centimeter relative accuracy between the PACS and SACS.  It does
 AC5442.not indicate centimeter accuracy relative to other marks which are
 AC5442.part of the NAVD 88 network.
 AC5442
 AC5442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5442
 AC5442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5442
 AC5442.The ellipsoidal height was determined by GPS observations
 AC5442.and is referenced to NAD 83.
 AC5442
 AC5442.The geoid height was determined by GEOID03.
 AC5442
 AC5442;                    North         East     Units Scale Factor Converg.
 AC5442;SPC WA N     -   101,198.820   391,396.575   MT  0.99994939   -1 04 53.6
 AC5442;SPC WA N     -   332,016.46  1,284,106.93   sFT  0.99994939   -1 04 53.6
 AC5442;UTM  10      - 5,305,542.500   553,360.536   MT  0.99963499   +0 31 47.2
 AC5442
 AC5442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5442!SPC WA N     -   0.99997602  x   0.99994939  =   0.99992541
 AC5442!UTM  10      -   0.99997602  x   0.99963499  =   0.99961101
 AC5442
 AC5442                          SUPERSEDED SURVEY CONTROL
 AC5442
 AC5442  NAD 83(1998)-  47 54 03.56488(N)    122 17 09.71390(W) AD(       ) 1
 AC5442  ELLIP H (07/23/97)  153.05   (m)                       GP(       ) 3 1
 AC5442
 AC5442.Superseded values are not recommended for survey control.
 AC5442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5442.See file dsdata.txt to determine how the superseded data were derived.
 AC5442
 AC5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5336105542(NAD 83)
 AC5442_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5442_STAMPING: AP 1969 STA B PAE
 AC5442_MARK LOGO: CGS   
 AC5442_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5442+STABILITY: SURFACE MOTION
 AC5442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5442+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1997
 AC5442
 AC5442  HISTORY     - Date     Condition        Report By
 AC5442  HISTORY     - 1969     MONUMENTED       CGS
 AC5442  HISTORY     - 19920615 GOOD             NGS
 AC5442  HISTORY     - 19960805 GOOD             CHANCE
 AC5442  HISTORY     - 19970924 GOOD             NGS
 AC5442
 AC5442                          STATION DESCRIPTION
 AC5442
 AC5442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC5442'THIS STATION IS LOCATED IN THE SOUTHERN SECTION OF THE SNOHOMISH
 AC5442'COUNTRY AIRPORT NEAR RUNWAY END 34 AND ABOUT 1000 FT (304.8 M) NORTH
 AC5442'OF THE PHYSICAL END OF THE RUNWAY.  IT IS 155.0 FT (47.2 M) WEST OF
 AC5442'THE CENTERLINE OF THE RUNWAY, 67.9 FT (20.7 M) SOUTHWEST OF THE RUNWAY
 AC5442'LIGHT AT JUNCTION OF THE TAXIWAY WITH THE RUNWAY, 20.0 FT (6.1 M)
 AC5442'SOUTHEAST OF THE EAST CORNER OF THE 1 MARKER, 2.8 FT (0.9 M) NORTH OF
 AC5442'THE NORTH CORNER OF THE CONCRETE BASE OF THE EASTERLY ONE OF THREE
 AC5442'VASI LIGHTS.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 12 INCH
 AC5442'CONCRETE POST PROJECTING 1 INCH AND STAMPED AP 1969 STA B PAE.  THE
 AC5442'VASI LIGHTS HAVE BEEN REMOVED BUT THE CONCRETE BASES REMAIN.  NOTE,
 AC5442'ONLY THE WESTERN MOST VASI WAS REMOVED.
 AC5442
 AC5442                          STATION RECOVERY (1996)
 AC5442
 AC5442'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5442'STATION IS LOCATED ABOUT 9 MI (14.5 KM) WEST OF SNOHOMISH, 7 MI (11.3
 AC5442'KM) SOUTHWEST OF EVERETT, AND 6 MILES (9.7 KM) NORTH OF LYNWOOD, AT
 AC5442'PAINE FIELD, BRUCE GOETZ - AIRPORT OPERATIONS, PHONE 206-353-2110  TO
 AC5442'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 526 AND AIRPORT
 AC5442'ROAD SOUTHWEST OF EVERETT, PROCEED SOUTH ON AIRPORT ROAD 1.0 MILES
 AC5442'(1.6 KM) TO THE TO 100TH ST SW (TERMINAL ENTRANCE ROAD) , TURN RIGHT
 AC5442'AND PROCEED WEST UNTIL IT BECOMES THE LOOP ROAD FOR THE TERMINAL
 AC5442'BUILDING, CONTINUE A TOTAL OF 0.25 MI (0.40 KM) AND TURN RIGHT JUST
 AC5442'EAST OF THE TERMINAL BUILDING TO ACCESS GATE NUMBER C-6. OBTAIN
 AC5442'PERMISSION TO ENTER AIRPORT PROPERTY.  PASS THROUGH GATE C-6 AND
 AC5442'PROCEED SOUTHWEST ACROSS THE RAMP 0.05 MI (0.08 KM) TO THE EDGE OF
 AC5442'PAVEMENT, TURN LEFT AND PROCEED SOUTHWEST 0.1 MI (0.2 KM) TO THE
 AC5442'WESTERNMOST CORNER OF THE RAMP, PROCEED WEST ONTO TAXIWAY D1 ACROSS
 AC5442'RUNWAY 11-29 FOR 0.15 MI (0.24 KM) TO JUNCTION WITH TAXIWAY A, TURN
 AC5442'LEFT AND PROCEED SOUTH 0.35 MI (0.56 KM) TO TAXIWAY A6, TURN RIGHT AND
 AC5442'PROCEED WEST 0.1 MI (0.2 KM) ACROSS 16R-34L TO THE WEST EDGE OF THE
 AC5442'PAVED SURFACE, TURN LEFT AND PROCEED SOUTH ALONG THE EDGE OF THE
 AC5442'RUNWAY 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT NEAR THE BASE OF
 AC5442'THE EASTERN OF TWO VASI LIGHTS  THE STATION IS A STANDARD US COAST AND
 AC5442'GEODETIC SURVEY TOPOGRAPHIC STATION DISK SET IN TOP OF A SQUARE
 AC5442'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 AC5442'39.0 M (128.0 FT) SOUTH OF THE CENTERLINE OF AN ABANDONED TAXIWAY,
 AC5442'13.4 M (44.0 FT) WEST OF THE WEST EDGE OF THE RUNWAY, 2.05 M (6.73 FT)
 AC5442'WEST OF THE NE CORNER OF THE EASTERN VASI BASE, 8.5 M (27.9 FT) EAST
 AC5442'OF THE NORTHWEST CORNER OF THE WESTERN VASI BASE, 21.4 M (70.2 FT)
 AC5442'SOUTHWEST OF A RUNWAY LIGHT, 50.8 M (166.7 FT) NORTH OF A -1000FT
 AC5442'REMAINING- SIGN, AND 1.0 M (3.3 FT) EAST OF A CARSONITE WITNESS POST
 AC5442'THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION -
 AC5442'WASHINGTON ANA SURVEYS 1996
 AC5442
 AC5442                          STATION RECOVERY (1997)
 AC5442
 AC5442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC5442'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5516 ***********************************************************************
 AC5516  SACS        -  This is a Secondary Airport Control Station.
 AC5516  DESIGNATION -  AP STA B2 TIW
 AC5516  PID         -  AC5516
 AC5516  STATE/COUNTY-  WA/PIERCE
 AC5516  USGS QUAD   -  GIG HARBOR (1994)
 AC5516
 AC5516                         *CURRENT SURVEY CONTROL
 AC5516  ___________________________________________________________________
 AC5516* NAD 83(1998)-  47 15 40.25035(N)    122 34 47.62785(W)     ADJUSTED  
 AC5516* NAVD 88     -        88.95   (meters)     291.8    (feet)  GPS OBS   
 AC5516  ___________________________________________________________________
 AC5516  X           -  -2,335,071.613 (meters)                     COMP
 AC5516  Y           -  -3,654,073.799 (meters)                     COMP
 AC5516  Z           -   4,661,567.807 (meters)                     COMP
 AC5516  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AC5516  ELLIP HEIGHT-          66.38  (meters)          (07/02/01) GPS OBS
 AC5516  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AC5516
 AC5516  HORZ ORDER  -  FIRST
 AC5516  ELLP ORDER  -  THIRD     CLASS II
 AC5516
 AC5516.This mark is at Tacoma Narrows Airport (TIW)
 AC5516
 AC5516.The horizontal coordinates were established by GPS observations
 AC5516.and adjusted by the National Geodetic Survey in July 2001..
 AC5516.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5516.DATUM ITEM on the data sheet items page.
 AC5516
 AC5516.The orthometric height was determined by GPS observations and a
 AC5516.high-resolution geoid model.
 AC5516
 AC5516.GPS derived orthometric heights for airport stations designated as
 AC5516.PACS or SACS are published to 2 decimal places.  This maintains
 AC5516.centimeter relative accuracy between the PACS and SACS.  It does
 AC5516.not indicate centimeter accuracy relative to other marks which are
 AC5516.part of the NAVD 88 network.
 AC5516
 AC5516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5516
 AC5516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5516
 AC5516.The ellipsoidal height was determined by GPS observations
 AC5516.and is referenced to NAD 83.
 AC5516
 AC5516.The geoid height was determined by GEOID03.
 AC5516
 AC5516;                    North         East     Units Scale Factor Converg.
 AC5516;SPC WA S     -   216,363.663   342,604.619   MT  0.99998429   -1 30 39.0
 AC5516;SPC WA S     -   709,853.12  1,124,028.65   sFT  0.99998429   -1 30 39.0
 AC5516;UTM  10      - 5,234,274.412   531,782.606   MT  0.99961241   +0 18 30.8
 AC5516
 AC5516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5516!SPC WA S     -   0.99998960  x   0.99998429  =   0.99997389
 AC5516!UTM  10      -   0.99998960  x   0.99961241  =   0.99960201
 AC5516
 AC5516                          SUPERSEDED SURVEY CONTROL
 AC5516
 AC5516  NAD 83(1998)-  47 15 40.24992(N)    122 34 47.62890(W) AD(       ) 1
 AC5516  ELLIP H (07/23/97)   66.42   (m)                       GP(       ) 3 1
 AC5516
 AC5516.Superseded values are not recommended for survey control.
 AC5516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5516.See file dsdata.txt to determine how the superseded data were derived.
 AC5516
 AC5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3178334274(NAD 83)
 AC5516_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5516_STAMPING: AP 1971 STA B 2 TIW
 AC5516_MARK LOGO: CGS   
 AC5516_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5516+STABILITY: SURFACE MOTION
 AC5516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5516+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1997
 AC5516
 AC5516  HISTORY     - Date     Condition        Report By
 AC5516  HISTORY     - 1971     MONUMENTED       CGS
 AC5516  HISTORY     - 19900315 GOOD             NGS
 AC5516  HISTORY     - 19960812 GOOD             CHANCE
 AC5516  HISTORY     - 19970908 GOOD             NGS
 AC5516
 AC5516                          STATION DESCRIPTION
 AC5516
 AC5516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (JWB)
 AC5516'THE STATION IS LOCATED ON THE TACOMA INDUSTIAL AIRPORT NEAR THE SOUTH
 AC5516'END OF RUNWAY 35.  IT IS 204.2 FT (62.2 M) SOUTH OF THE FIRST RUNWAY
 AC5516'LIGHT, 65.3 FT (19.9 M) WEST OF THE WEST CORNER OF RUNWAY END 35 AND
 AC5516'54.9 FT (16.7 M) WEST OF THE MOST WESTERLY THRESHOLD LIGHT.  IT IS A
 AC5516'STANDARD TOPOGRAPHIC DISK, STAMPED AP 1971 STA B 2 TIW, SET IN THE TOP
 AC5516'OF AN EIGHT INCH IN DIAMETER ROUND CONCRETE POST WHICH IS FLUSH WITH
 AC5516'THE GROUND.
 AC5516
 AC5516                          STATION RECOVERY (1996)
 AC5516
 AC5516'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5516'THE STATION IS LOCATED ABOUT 20 MILES (32.2 KM) NORTHEAST OF OLYMPIA,
 AC5516'4 MILES (6.4 KM) WEST OF TACOMA, 4 MILES (6.4 KM) SOUTH OF GIG HARBOR,
 AC5516'AT THE TACOMA NARROWS AIRPORT, KEITH VAN WINKLE - AIRPORT OPERATIONS,
 AC5516'PHONE 206-851-2381  TO REACH THE STATION FROM THE JUNCTION OF STONE
 AC5516'ROAD AND STATE HIGHWAY 16, AT THE NORTHWEST END OF THE TACOMA NARROWS
 AC5516'BRIDGE, PROCEED SOUTHWEST ON STONE ROAD 1.0 MILES (1.6 KM) TO 26TH
 AC5516'AVENUE NORTHWEST, TURN LEFT AND PROCEED SOUTH ON 26TH AVE NW 0.5 MILES
 AC5516'(0.8 KM) TO THE AIRPORT ENTRANCE, TURN RIGHT AND PROCEED WEST THROUGH
 AC5516'THE PARKING LOT 0.05 MILES (0.08 KM) TO A GATE ON THE NORTH SIDE OF
 AC5516'THE CONTROL TOWER, OBTAIN PERMISSION, PROCEED WEST 0.05 MILES (0.08
 AC5516'KM) TO THE WEST EDGE OF THE RAMP, TURN LEFT AND PROCEED SOUTH ON THE
 AC5516'RAMP 0.05 MILES (0.08 KM) AND JOG TO THE RIGHT ONTO TAXIWAY A,
 AC5516'CONTINUE SOUTH ON TAXIWAY A 0.55 MILES (0.89 KM) TO THE END OF THE
 AC5516'TAXIWAY AND RUNWAY, TURN RIGHT AND PROCEED SOUTHWEST ACROSS THE RUNWAY
 AC5516'0.1 MILES (0.2 KM) TO THE STATION 20 M (65.6 FT) WEST OF THE SOUTHWEST
 AC5516'CORNER OF THE RUNWAY, AND IN LINE WITH THE END OF THE RUNWAY  THE
 AC5516'STATION IS A STANDARD US COAST AND GEODETIC SURVEY TOPOGRAPHIC STATION
 AC5516'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, SET FLUSH WITH THE
 AC5516'GROUND.  THE STATION IS LOCATED 20.0 M (65.6 FT) WEST OF THE SOUTHWEST
 AC5516'CORNER OF THE RUNWAY, 16.75 M (54.95 FT) WEST OF THE WESTERNMOST
 AC5516'THRESHOLD LIGHT, 1.95 M (6.40 FT) WEST OF THE CENTER OF A CONCRETE
 AC5516'UTILITY MARKER, 22.7 M (74.5 FT) NORTH OF A REIL, 62.45 M (204.89 FT)
 AC5516'SOUTH OF THE 1ST RUNWAY LIGHT NORTH OF THE SOUTH END OF THE RUNWAY
 AC5516'THE STATION HAS BEEN DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AC5516'(SACS) - WASHINGTON ANA SURVEYS 1996
 AC5516
 AC5516                          STATION RECOVERY (1997)
 AC5516
 AC5516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC5516'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE AIRPORT IS NOW
 AC5516'MANAGED BY A CONTRACTOR, COMARCO INC.  PHONE 253-853-5844.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3935 ***********************************************************************
 SY3935  DESIGNATION -  APARTMENT HSE TILE ROOF LG CUP
 SY3935  PID         -  SY3935
 SY3935  STATE/COUNTY-  WA/KING
 SY3935  USGS QUAD   -  
 SY3935
 SY3935                         *CURRENT SURVEY CONTROL
 SY3935  ___________________________________________________________________
 SY3935* NAD 83(1991)-  47 37 38.42315(N)    122 19 38.99369(W)     ADJUSTED  
 SY3935* NAVD 88     -                                                        
 SY3935  ___________________________________________________________________
 SY3935  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 SY3935  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SY3935
 SY3935  HORZ ORDER  -  THIRD
 SY3935
 SY3935.The horizontal coordinates were established by classical geodetic methods
 SY3935.and adjusted by the National Geodetic Survey in December 1991..
 SY3935
 SY3935
 SY3935.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3935
 SY3935.The geoid height was determined by GEOID03.
 SY3935
 SY3935;                    North         East     Units Scale Factor Converg.
 SY3935;SPC WA N     -    70,839.019   387,706.222   MT  0.99997868   -1 06 44.8
 SY3935;SPC WA N     -   232,411.01  1,271,999.50   sFT  0.99997868   -1 06 44.8
 SY3935;UTM  10      - 5,275,101.004   550,525.715   MT  0.99963137   +0 29 48.6
 SY3935
 SY3935                          SUPERSEDED SURVEY CONTROL
 SY3935
 SY3935  NAD 83(1986)-  47 37 38.41638(N)    122 19 38.99917(W) AD(       ) 4
 SY3935  NAD 27      -  47 37 39.06300(N)    122 19 34.54200(W) AD(       ) 3
 SY3935
 SY3935.Superseded values are not recommended for survey control.
 SY3935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3935.See file dsdata.txt to determine how the superseded data were derived.
 SY3935
 SY3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5052675101(NAD 83)
 SY3935
 SY3935  HISTORY     - Date     Condition        Report By
 SY3935  HISTORY     - UNK      MONUMENTED
 SY3935  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY3935  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY3935  HISTORY     - 20021104 GOOD             USPSQD
 SY3935
 SY3935                          STATION DESCRIPTION
 SY3935
 SY3935'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY3935'THE CUPOLA WITH A FLAGSTAFF AT ITS APEX ON THE BEN LOMOND APTS,
 SY3935'1027 BELLEVUE COURT.  TWO IDENTICAL CUPOLAS ARE ON EACH END OF
 SY3935'THE APARTMENT, THE INTERSECTED POINT BEING THE APEX WITH THE
 SY3935'FLAGSTAFF UPON IT ON THE S END OF THE APARTMENT HOUSE.
 SY3935
 SY3935                          STATION RECOVERY (1968)
 SY3935
 SY3935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY3935'THE BEN LOMOND APARTMENT BUILDING STILL STANDS AT 1027 BELLEVUE
 SY3935'COURT, IN SEATTLE.  THE FLAGPOLE IS GONE FROM THE APEX OF THE
 SY3935'PYRAMIDAL ROOF OF THE SOUTHERN ONE OF TWO SIMILAR PENTHOUSE
 SY3935'APARTMENTS ON THE ROOF OF THE OLD FIVE-STORY RED BRICK BUILDING,
 SY3935'AND THE ROOFS OF THESE CUPOLAS LOOK LIKE ASPHALT SHINGLES.
 SY3935
 SY3935                          STATION RECOVERY (2002)
 SY3935
 SY3935'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0572 ***********************************************************************
 SD0572  DESIGNATION -  APEX
 SD0572  PID         -  SD0572
 SD0572  STATE/COUNTY-  WA/PACIFIC
 SD0572  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0572
 SD0572                         *CURRENT SURVEY CONTROL
 SD0572  ___________________________________________________________________
 SD0572* NAD 83(1991)-  46 20 51.27582(N)    124 00 20.46268(W)     ADJUSTED  
 SD0572* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 SD0572  ___________________________________________________________________
 SD0572  LAPLACE CORR-          15.29  (seconds)                    DEFLEC99
 SD0572  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 SD0572
 SD0572  HORZ ORDER  -  SECOND
 SD0572
 SD0572.The horizontal coordinates were established by classical geodetic methods
 SD0572.and adjusted by the National Geodetic Survey in December 1991..
 SD0572
 SD0572.The orthometric height was scaled from a topographic map.
 SD0572
 SD0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0572
 SD0572.The geoid height was determined by GEOID03.
 SD0572
 SD0572;                    North         East     Units Scale Factor Converg.
 SD0572;SPC WA S     -   118,728.027   230,253.129   MT  0.99992315   -2 32 47.5
 SD0572;SPC WA S     -   389,526.87    755,422.14   sFT  0.99992315   -2 32 47.5
 SD0572;SPC OR N     -   303,785.972 2,230,199.358   MT  1.00010705   -2 29 10.3
 SD0572;SPC OR N     -   996,673.14  7,316,927.03   iFT  1.00010705   -2 29 10.3
 SD0572;UTM  10      - 5,133,158.223   422,616.777   MT  0.99967361   -0 43 39.7
 SD0572
 SD0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0572!SPC WA S     -   0.99998935  x   0.99992315  =   0.99991250
 SD0572!SPC OR N     -   0.99998935  x   1.00010705  =   1.00009640
 SD0572!UTM  10      -   0.99998935  x   0.99967361  =   0.99966296
 SD0572
 SD0572|---------------------------------------------------------------------|
 SD0572| PID    Reference Object                     Distance      Geod. Az  |
 SD0572|                                                           dddmmss.s |
 SD0572| DD9329 APEX RM 1                            22.722 METERS 28400     |
 SD0572| SD0548 LIME                                APPROX. 7.0 KM 3523202.4 |
 SD0572| DD9330 APEX RM 2                            17.954 METERS 35501     |
 SD0572|---------------------------------------------------------------------|
 SD0572
 SD0572                          SUPERSEDED SURVEY CONTROL
 SD0572
 SD0572  NAD 83(1991)-  46 20 51.27554(N)    124 00 20.46231(W) AD(       ) 2
 SD0572  NAD 83(1986)-  46 20 51.27949(N)    124 00 20.43965(W) AD(       ) 2
 SD0572  NAD 27      -  46 20 51.91564(N)    124 00 15.87877(W) AD(       ) 2
 SD0572
 SD0572.Superseded values are not recommended for survey control.
 SD0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0572.See file dsdata.txt to determine how the superseded data were derived.
 SD0572
 SD0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2261733158(NAD 83)
 SD0572_MARKER: DS = TRIANGULATION STATION DISK
 SD0572_SETTING: 0 = UNSPECIFIED SETTING
 SD0572
 SD0572  HISTORY     - Date     Condition        Report By
 SD0572  HISTORY     - 1939     MONUMENTED       CGS
 SD0572  HISTORY     - 1958     GOOD             CGS
 SD0572
 SD0572                          STATION DESCRIPTION
 SD0572
 SD0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SD0572'STATION IS LOCATED ON THE HIGHEST HILL BETWEEN BAKERS BAY AND THE
 SD0572'HEAD OF WILLAPA BAY (ELEV. 440, CHART 6002) ON LAND OWNED BY THE
 SD0572'BAKER FAMILY, PIONEERS IN THIS VICINITY.  THE STATION IS ON THE NW
 SD0572'PART OF THE NARROW FLAT TOP RIDGE COVERED WITH A DENSE GROWTH OF
 SD0572'YOUNG HEMLOCKS.
 SD0572'
 SD0572'THE STATION MARKS ARE STANDARD DISKS, AS FOLLOWS--
 SD0572'
 SD0572'THE SUBSURFACE MARK IS CEMENTED IN THE TOP END OF A 14-INCH
 SD0572'SECTION OF 4-INCH CAST-IRON SOIL PIPE PLACED 4 FEET UNDERGROUND.
 SD0572'
 SD0572'THE SURFACE MARK IS CEMENTED IN THE TOP END OF A 4-FOOT SECTION OF
 SD0572'SIMILAR PIPE, AND PROJECTS 6 INCHES ABOVE GROUND.
 SD0572'
 SD0572'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD REFERENCE DISKS CEMENTED
 SD0572'IN THE TOP ENDS OF 3-FOOT SECTIONS OF CAST-IRON SOIL PIPE AND
 SD0572'PROJECT 5 INCHES ABOVE GROUND.
 SD0572'
 SD0572'TO REACH FROM THE TOWN OF ILWACO GO N 4 MILES TO A GRAVEL ROAD
 SD0572'LEADING E KNOWN AS HONEYMAN ROAD.  GO E ON THIS ROAD TO A POINT 0.1
 SD0572'MILE E OF THE MOUNTAIN SPRINGS WATER COMPANY RESERVOIR.  FROM THIS
 SD0572'POINT FOLLOW AN OLD LOGGING ROAD UP THE RIDGE 4 OR 5 HUNDRED YARDS,
 SD0572'TO END OF ROAD, THEN FOLLOW A WELL-BLAZED TRAIL UP GRADE TO THE
 SD0572'STATION.
 SD0572'
 SD0572'A 60-FOOT TOWER OF NATIVE TIMBER WAS BUILT, BUT CLEARING TO OTHER
 SD0572'STATIONS WAS STILL NECESSARY.
 SD0572
 SD0572                          STATION RECOVERY (1958)
 SD0572
 SD0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0572'THE STATION RECOVERED IN GOOD CONDITION ABOUT 2-1/2 MI. E OF LONG
 SD0572'BEACH, ABOUT 2-1/2 MI. N-NE OF THE MOUTH OF THE WALLICUT RIVER NEAR
 SD0572'THE N END OF A N-S RIDGE.
 SD0572'
 SD0572'TO REACH THE STATION FROM PACIFIC AVENUE AND FIRST STREET IN LONG
 SD0572'BEACH, GO S ALONG PACIFIC AVENUE FOR 0.4 MI., TURN LEFT (E) ON
 SD0572'TENTH STREET SOUTH, GO 0.6 MI., TURN LEFT (N) ON SAND RIDGE ROAD,
 SD0572'GO 0.6 MI., TURN RIGHT (E) ON A GRAVEL ROAD AND FOLLOW THE MAIN
 SD0572'ROAD FOR 1.0 MI. TO THE TOP OF A HILL AND THREE GARAGES ON THE
 SD0572'RIGHT.  PARK TRUCK, PACK ALONG A TRAIL THAT LEADS S FROM THE GARAGES
 SD0572'TO THE UPPER POND OF THE CITY OF LONG BEACH WATER RESERVOIR, CROSS TO
 SD0572'E SIDE OF THE POND AND PACK S FOR ABOUT 1/2 MI. (ALWAYS FOLLOWING
 SD0572'THE MAIN COURSE OF THE CREEK THAT FLOWS TO THE RESERVOIR), CONTINUE
 SD0572'TO FOLLOW THE CREEK TO ITS HEAD WATERS, CONTINUE SE UP THE SAME DRAW
 SD0572'TO THE TOP OF A HEMLOCK-COVERED N-S RIDGE THAT IS RELATIVELY FREE
 SD0572'FROM UNDERBRUSH AND FOLLOW N ALONG THE CREST OF THE RIDGE FOR ABOUT
 SD0572'150 YD. AND THE STATION IN A THICK CLUMP OF SALAL AND SALMONBERRY
 SD0572'BRUSH.  THE STATION SITE IS ABOUT 10 FT. LOWER THAN THE HIGHEST PART
 SD0572'OF THE RIDGE.  SIX OF THE TREES THAT SURROUND THE STATION WERE
 SD0572'BLAZED WITH TRIANGULAR BLAZES THAT FACE THE STATION.
 SD0572'
 SD0572'THE STATION IS A STANDARD DISK, STAMPED APEX 1938 CEMENTED IN THE
 SD0572'TOP OF A 4-IN. SOIL PIPE PROJECTING 2 IN. ABOVE THE SURFACE OF THE
 SD0572'GROUND.
 SD0572'
 SD0572'THE REFERENCE MARKS WERE SEARCHED FOR AND WERE NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4933 ***********************************************************************
 SY4933  DESIGNATION -  APPLE
 SY4933  PID         -  SY4933
 SY4933  STATE/COUNTY-  WA/KITSAP
 SY4933  USGS QUAD   -  EDMONDS WEST (1978)
 SY4933
 SY4933                         *CURRENT SURVEY CONTROL
 SY4933  ___________________________________________________________________
 SY4933* NAD 83(1991)-  47 48 53.33416(N)    122 28 57.38432(W)     ADJUSTED  
 SY4933* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY4933  ___________________________________________________________________
 SY4933  LAPLACE CORR-         -13.39  (seconds)                    DEFLEC99
 SY4933  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 SY4933
 SY4933  HORZ ORDER  -  FIRST
 SY4933
 SY4933.The horizontal coordinates were established by classical geodetic methods
 SY4933.and adjusted by the National Geodetic Survey in December 1991..
 SY4933
 SY4933.The orthometric height was scaled from a topographic map.
 SY4933
 SY4933.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4933
 SY4933.The geoid height was determined by GEOID03.
 SY4933
 SY4933;                    North         East     Units Scale Factor Converg.
 SY4933;SPC WA N     -    91,916.032   376,497.434   MT  0.99995618   -1 13 40.5
 SY4933;SPC WA N     -   301,561.18  1,235,225.33   sFT  0.99995618   -1 13 40.5
 SY4933;UTM  10      - 5,295,847.606   538,733.080   MT  0.99961843   +0 23 00.2
 SY4933
 SY4933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4933!SPC WA N     -   1.00000297  x   0.99995618  =   0.99995915
 SY4933!UTM  10      -   1.00000297  x   0.99961843  =   0.99962140
 SY4933
 SY4933:                Primary Azimuth Mark                     Grid Az
 SY4933:SPC WA N     -  MEADOWDALE LGE HALL W GAB CHIM           071 51 57.7
 SY4933:UTM  10      -  MEADOWDALE LGE HALL W GAB CHIM           070 15 17.0
 SY4933
 SY4933|---------------------------------------------------------------------|
 SY4933| PID    Reference Object                     Distance      Geod. Az  |
 SY4933|                                                           dddmmss.s |
 SY4933| SY4894 MEADOWDALE LGE HALL W GAB CHIM      APPROX.11.6 KM 0703817.2 |
 SY4933| SY4885 EDMONDS SQUARE CHIM NEAR SHORE      APPROX. 8.2 KM 0852416.2 |
 SY4933| SY4887 EDMONDS CHURCH SPIRE                APPROX. 8.1 KM 0934833.3 |
 SY4933| CF7118 APPLE RM 3                            9.066 METERS 09723     |
 SY4933| SY4879 FIRLANDS SANITARIUM TANK            APPROX.11.0 KM 1164341.2 |
 SY4933| SY4939 STANDARD OIL DOCK NW GABLE          APPROX. 7.4 KM 1191818.6 |
 SY4933| SY4916 STANDARD OIL DOCK SIREN             APPROX. 7.3 KM 1194909.5 |
 SY4933| SY4910 RICHMOND COMMUNITY CHURCH           APPROX. 8.6 KM 1225734.2 |
 SY4933| CF7117 APPLE RM                             18.005 METERS 19417     |
 SY4933| SY4934 APPLE COVE BLINKER LIGHT              2.751 METERS 21739     |
 SY4933| SY4979 POINT NO POINT LIGHTHOUSE           APPROX.11.3 KM 3430127.8 |
 SY4933|---------------------------------------------------------------------|
 SY4933
 SY4933                          SUPERSEDED SURVEY CONTROL
 SY4933
 SY4933  NAD 83(1986)-  47 48 53.32963(N)    122 28 57.38817(W) AD(       ) 1
 SY4933  NAD 27      -  47 48 53.99325(N)    122 28 52.90235(W) AD(       ) 1
 SY4933
 SY4933.Superseded values are not recommended for survey control.
 SY4933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4933.See file dsdata.txt to determine how the superseded data were derived.
 SY4933
 SY4933_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3873395848(NAD 83)
 SY4933_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4933_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY4933
 SY4933  HISTORY     - Date     Condition        Report By
 SY4933  HISTORY     - 1921     MONUMENTED       CGS
 SY4933  HISTORY     - 1924     SEE DESCRIPTION  CGS
 SY4933  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY4933  HISTORY     - 1942     SEE DESCRIPTION  USA
 SY4933  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4933  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY4933  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY4933  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY4933  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY4933  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4933  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY4933  HISTORY     - 19961024 GOOD             USPSQD
 SY4933
 SY4933                          STATION DESCRIPTION
 SY4933
 SY4933'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4933'STATION IS LOCATED ON APPLE COVE POINT ON THE W SIDE OF PUGET SOUND
 SY4933'IN FRONT OF AND TO THE NORTHWARD OF THE BLINKER LIGHT ON THIS POINT.
 SY4933'IT IS ON THE LIGHTHOUSE RESERVATION, AND IN THE BULKHEAD AT THIS
 SY4933'POINT.
 SY4933'
 SY4933'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED
 SY4933'IN NOTE 1C.
 SY4933'
 SY4933'REFERENCE MARKS ARE THE NORTHERN SQUARE CONCRETE POST OF THE USLH
 SY4933'RESERVATION, AND A STANDARD REFERENCE MARK SET IN CONCRETE IN THE
 SY4933'FENCE LINE.
 SY4933
 SY4933                          STATION RECOVERY (1924)
 SY4933
 SY4933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (HO)
 SY4933'RECOVERED AS DESCRIBED, WITH THE EXCEPTION THAT THE REFERENCE MARK
 SY4933'DESCRIBED AS BEING IN THE FENCE LINE IS ONE FOOT OUTSIDE THE FENCE
 SY4933'LINE (E) AND IS BELOW THE SURFACE OF THE GROUND.
 SY4933
 SY4933                          STATION RECOVERY (1934)
 SY4933
 SY4933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4933'STATION AND STANDARD REFERENCE MARK ONLY RECOVERED.
 SY4933'
 SY4933'LIGHTHOUSE AND LIGHTHOUSE RESERVATION HAVE BEEN DISCONTINUED.
 SY4933'REVISED DESCRIPTION FOLLOWS--
 SY4933'
 SY4933'THE STATION IS LOCATED ON APPLE COVE POINT, ON THE W SIDE OF PUGET
 SY4933'SOUND.  STATION MARK IN CEMENT BLOCK EMBEDDED IN THE GROUND, IS ONLY
 SY4933'6 INCHES S OF A SMALL HOUSE ON THE POINT.  THERE IS A USLH SERVICE
 SY4933'BLINKER LIGHT ON A DOLPHIN OFF THIS POINT.
 SY4933'
 SY4933'A STANDARD REFERENCE MARK SET IN A MASS OF CEMENT WAS FOUND DEEPLY
 SY4933'BURIED IN THE SAND, DUE TO ACCRETION OF THE SHORE.  DISTANCE AND
 SY4933'DIRECTION IN ORIGINAL DESCRIPTION.
 SY4933
 SY4933                          STATION RECOVERY (1942)
 SY4933
 SY4933'RECOVERY NOTE BY US ARMY 1942 (HJH)
 SY4933'STATION EASILY FOUND, STILL IN GOOD CONDITION.  R. M. FOUND
 SY4933'COVERED BY ABOUT 12 INCHES OF DIRT WASHED IN FROM DRAINAGE OF ROAD.
 SY4933'WOOD RETAINING WALL BUILT AROUND R.M. TO KEEP DIRT OUT.
 SY4933
 SY4933                          STATION RECOVERY (1951)
 SY4933
 SY4933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (GAN)
 SY4933'STATION AND REFERENCE MARK FOUND IN GOOD CONDITION.  THE 1934
 SY4933'REVISED DESCRIPTION IS ADEQUATE WITH THE ADDITION OF THE
 SY4933'FOLLOWING--STATION IS AT THE SOUTHWEST CORNER OF THE SOUTHERLY OF A
 SY4933'ROW OF WEATHERBEATEN COTTAGES.  THERE ARE TWO OTHER SIMILAR
 SY4933'BUILDINGS ON THE POINT BUT FURTHER TO THE SOUTH.
 SY4933
 SY4933                          STATION RECOVERY (1954)
 SY4933
 SY4933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY4933'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED
 SY4933'AND FOUND TO BE IN GOOD CONDITION.  THE STATION MARK WAS FOUND TO BE
 SY4933'TOO CLOSE TO RECENTLY BUILT CABIN TO BE OCCUPIED.  AN ADDITIONAL
 SY4933'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME AND WAS USED AS AN
 SY4933'ECCENTRIC STATION SET-UP.
 SY4933'
 SY4933'TO REACH THE STATION FROM THE FERRY DOCK AT KINGSTON.  GO, NORTHWEST,
 SY4933'ON THE MAIN STREET FOR 0.1 MILE TO A STREET INTERSECTION, AT THE
 SY4933'KINGSTON GENERAL STORE, ON THE RIGHT.  TURN RIGHT AND CONTINUE
 SY4933'NORTHERLY ON THE MAIN ROAD FOR 1.05 MILES TO A TURN.  TURN RIGHT,
 SY4933'EAST, AND CONTINUE FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT.
 SY4933'CONTINUE STRAIGHT AHEAD, DOWN HILL, ON THE MAIN TRAVELED ROAD FOR 0.5
 SY4933'MILES TO THE END OF TRUCK TRAVEL AT A LOCKED GATE AND THE NO
 SY4933'TRESPASSING SIGN OF M.G. TARBILL.  PASS THROUGH THE FENCE AND
 SY4933'CONTINUE FOR 80 YARDS TO THE SOUTHWEST CORNER OF THE COTTAGE WITH
 SY4933'THE WHITE CHIMNEY AND THE STATION.
 SY4933'
 SY4933'REFERENCE MARK 1 IS A STANDARD STATION MARK DISK SET IN A ROUND
 SY4933'CONCRETE MONUMENT, UNSTAMPED, WITH AN ARROW CHISELED THROUGH THE
 SY4933'TRIANGLE, 8 INCHES WEST OF FENCE LINE, 13.5 FEET WEST OF TRACK
 SY4933'ROAD.
 SY4933'
 SY4933'REFERENCE MARK 3 IS A STANDARD DISK SET IN A CONCRETE MONUMENT,
 SY4933'STAMPED APPLE NO 3 1921, 16.35 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 SY4933'CORNER OF FIRE-PLACE, 20 FEET WEST OF HIGH WATER LINE.
 SY4933'
 SY4933'OBSERVATIONS MADE FROM 4 FOOT STAND
 SY4933
 SY4933                          STATION RECOVERY (1956)
 SY4933
 SY4933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (REW)
 SY4933'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT IS
 SY4933'LOCATED 6 IN SOUTH OF THE SOUTH SIDE OF THE CABIN WHICH IS CLOSEST
 SY4933'TO APPLE PT LGT. AND CLOSE TO THE SE CORNER OF THE CABIN.  NO EFFORT
 SY4933'MADE TO LOCATE REF MARK 1.  REF MARK 3 WAS FOUND AT APPROX. ITS
 SY4933'PROPER LOCATION BUT HAS BEEN TURNED ON ITS SIDE BY TIDAL ACTION.
 SY4933'NO TOOLS WERE AVAILABLE TO RIGHT THIS R.M. SO IT WAS LEFT IN THIS
 SY4933'CONDITION.
 SY4933
 SY4933                          STATION RECOVERY (1961)
 SY4933
 SY4933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SY4933'THE STATION WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED BY R. A.
 SY4933'G. IN 1954.  REFERENCE MARK 1 WAS NOT RECOVERED.  A LARGE GRAVEL
 SY4933'PILE EXISTS WHERE THE PARK IS SUPPOSED TO BE.  REFERENCE MARK 3
 SY4933'HAS BEEN DESTROYED BY TIDAL ACTION.
 SY4933'
 SY4933'THE STATION IS A STANDARD DISK STAMPED APPLE 1921, SET IN AN
 SY4933'IRREGULAR, CONCRETE MONUMENT, PROJECTING 6 INCHES ABOVE THE
 SY4933'SURFACE OF THE GROUND, 9 FEET WEST OF THE WEST EDGE OF A WHITE,
 SY4933'CONCRETE FIREPLACE AT THE SOUTH EDGE OF THE HOUSE.
 SY4933'
 SY4933'THE 1954 TO REACH DESCRIPTION IS ADEQUATE.
 SY4933'
 SY4933'THE STATION HAS TO BE OCCUPIED ECCENTRICALLY BECAUSE IT IS ABOUT 6
 SY4933'INCHES FROM THE SOUTH SIDE OF THE HOUSE.
 SY4933
 SY4933                          STATION RECOVERY (1962)
 SY4933
 SY4933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY4933'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED.  REFERENCE
 SY4933'MARK NO. 3 WAS PREVIOUSLY REPORTED LAYING ON ITS SIDE AND MR. MERRY,
 SY4933'WHO LEASES THE HOUSE NEAR THE STATION SAYS THE KIDS PROBABLY BROKE
 SY4933'THE DISK OUT OF THE CEMENT.  HOWEVER, NEITHER THE CEMENT NOR THE
 SY4933'DISK WAS FOUND.
 SY4933'
 SY4933'THERE HAS BEEN AN ADDITION TO THE HOUSE AND THE STATION MARK IS
 SY4933'NOW IN THE NORTHWEST CORNER OF AN L, 9 FEET WEST OF THE WEST SIDE OF
 SY4933'THE FIREPLACE CHIMNEY.  THE HOUSE IS OWNED BY MR. JOE TARBILL AND
 SY4933'OCCUPIED BY MR. E. J. MERRY.  THE STATION MARK IS STAMPED APPLE
 SY4933'1921.
 SY4933'
 SY4933'THE TRACK ROAD AND THE FENCE LINE REFERRED TO IN DESCRIBING
 SY4933'REFERENCE MARK NO. 1 IN THE 1954 DESCRIPTION ARE BOTH GONE.
 SY4933'REFERENCE MARK NO. 1 IS 48.9 FEET SOUTH OF THE SOUTHWEST CORNER OF
 SY4933'THE HOUSE, 30.3 FEET SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT
 SY4933'BELOW GROUND.
 SY4933'
 SY4933'THE DIRECTIONS TO REACH THE STATION GIVEN IN THE 1954 DESCRIPTION
 SY4933'ARE ADEQUATE, HOWEVER, THE LOCKED GATE MENTIONED HAS BEEN DONE AWAY
 SY4933'WITH.
 SY4933'
 SY4933'A NEW STATION, APPLE 2, WAS ESTABLISHED 21.935 METERS (71.97 FEET)
 SY4933'IN AZIMUTH S 38 DEG - 47 MIN E.
 SY4933
 SY4933                          STATION RECOVERY (1968)
 SY4933
 SY4933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4933'THE STATION WAS RECOVERED AS DESCRIBED IN 1962, EXCEPT A NEW HOUSE
 SY4933'HAS BEEN BUILT ON NEXT LOT TO THE SOUTH AND THE REFERENCE MARK
 SY4933'WOULD NOW BE UNDER THE PORCH, NEAR THE DOOR ON THE WEST SIDE OF THE
 SY4933'HOUSE.  THE REFERENCE MARK WAS NOT RECOVERED.
 SY4933'
 SY4933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1 MILE NORTH OF
 SY4933'KINGSTON.
 SY4933
 SY4933                          STATION RECOVERY (1976)
 SY4933
 SY4933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY4933'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1962.
 SY4933'
 SY4933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/4 MILES N.E.
 SY4933'OF KINGSTON.
 SY4933
 SY4933                          STATION RECOVERY (1996)
 SY4933
 SY4933'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4926 ***********************************************************************
 SY4926  DESIGNATION -  APPLE 2
 SY4926  PID         -  SY4926
 SY4926  STATE/COUNTY-  WA/KITSAP
 SY4926  USGS QUAD   -  EDMONDS WEST (1978)
 SY4926
 SY4926                         *CURRENT SURVEY CONTROL
 SY4926  ___________________________________________________________________
 SY4926* NAD 83(1991)-  47 48 52.78098(N)    122 28 56.72438(W)     ADJUSTED  
 SY4926* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 SY4926  ___________________________________________________________________
 SY4926  LAPLACE CORR-         -13.38  (seconds)                    DEFLEC99
 SY4926  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 SY4926
 SY4926  HORZ ORDER  -  SECOND
 SY4926
 SY4926.The horizontal coordinates were established by classical geodetic methods
 SY4926.and adjusted by the National Geodetic Survey in December 1991..
 SY4926
 SY4926.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4926
 SY4926.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4926
 SY4926.The geoid height was determined by GEOID03.
 SY4926
 SY4926;                    North         East     Units Scale Factor Converg.
 SY4926;SPC WA N     -    91,898.658   376,510.793   MT  0.99995619   -1 13 40.0
 SY4926;SPC WA N     -   301,504.18  1,235,269.16   sFT  0.99995619   -1 13 40.0
 SY4926;UTM  10      - 5,295,830.620   538,746.917   MT  0.99961845   +0 23 00.7
 SY4926
 SY4926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4926!SPC WA N     -   1.00000322  x   0.99995619  =   0.99995941
 SY4926!UTM  10      -   1.00000322  x   0.99961845  =   0.99962167
 SY4926
 SY4926|---------------------------------------------------------------------|
 SY4926| PID    Reference Object                     Distance      Geod. Az  |
 SY4926|                                                           dddmmss.s |
 SY4926| SY4927 APPLE COVE POINT LIGHT               47.924 METERS 07348     |
 SY4926| SY4314 SEATTLE SPACE NEEDLE                APPROX.23.8 KM 1550706.3 |
 SY4926| CF7117 APPLE RM                             18.185 METERS 26855     |
 SY4926| SY4933 APPLE                                21.918 METERS 32113     |
 SY4926| SY4951 APPLE 2 A                           155.937 METERS 34226     |
 SY4926|---------------------------------------------------------------------|
 SY4926
 SY4926                          SUPERSEDED SURVEY CONTROL
 SY4926
 SY4926  NAD 83(1986)-  47 48 52.77676(N)    122 28 56.72862(W) AD(       ) 2
 SY4926  NAD 27      -  47 48 53.43900(N)    122 28 52.24200(W) AD(       ) 2
 SY4926  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG       
 SY4926
 SY4926.Superseded values are not recommended for survey control.
 SY4926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4926.See file dsdata.txt to determine how the superseded data were derived.
 SY4926
 SY4926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3874795831(NAD 83)
 SY4926_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4926_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY4926_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY4926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4926+STABILITY: SURFACE MOTION
 SY4926
 SY4926  HISTORY     - Date     Condition        Report By
 SY4926  HISTORY     - 1962     MONUMENTED       CGS
 SY4926  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4926  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY4926  HISTORY     - 1978     GOOD             NOS
 SY4926  HISTORY     - 1979     GOOD             NOS
 SY4926  HISTORY     - 1984     GOOD             NOS
 SY4926  HISTORY     - 19941101 GOOD             USPSQD
 SY4926
 SY4926                          STATION DESCRIPTION
 SY4926
 SY4926'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY4926'THE STATION IS ON THE BEACH ON APPLE COVE POINT, ON THE WEST SIDE
 SY4926'OF PUGET SOUND AND ABOUT 1-1/4 MILES NORTH OF KINGSTON.
 SY4926'
 SY4926'TO REACH THE STATION FROM THE FERRY DOCK AT KINGSTON, GO NORTHWEST
 SY4926'ON THE MAIN STREET FOR 0.1 MILE TO A STREET INTERSECTION AT THE
 SY4926'KINGSTON GENERAL STORE.  TURN RIGHT AND GO NORTHERLY ON THE MAIN ROAD
 SY4926'FOR 1.05 MILES TO A CORNER, TURN RIGHT AND GO EAST 0.2 MILE TO A
 SY4926'SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD, DOWN HILL FOR 0.5 MILE TO
 SY4926'THE SUMMER HOMES ON THE BEACH AND THE STATION 69.2 FEET SOUTH OF THE
 SY4926'SOUTHEAST CORNER OF A HOUSE OWNED BY MR. JOE TARBILL.  THE HOUSE IS
 SY4926'THE MOST NORTHEASTERLY ONE, HAS A RED ROOF AND WHITE TRIM, A FRONT
 SY4926'PORCH ON THE SEAWARD SIDE, A FIREPLACE ON THE SOUTH SIDE AND A REAR
 SY4926'ENTRANCE ON THE WEST SIDE.  THE FIRST HOUSE SOUTH OF THE STATION HAS
 SY4926'A NATURAL FINISH AND THE SECOND HOUSE HAS MULTI-COLORED WALLS.
 SY4926'
 SY4926'THE STATION MARK, STAMPED APPLE 2 1962, IS A STANDARD DISK SET IN A
 SY4926'SQUARE CONCRETE POST FLUSH WITH THE SAND ON THE BEACH.  FROM THE
 SY4926'STATION, THE SOUTHEAST CORNER OF MR. JOE TARBILLS HOUSE BEARS N 24
 SY4926'DEG 53 MIN W TRUE, DISTANCE 69.2 FEET.  A METAL WITNESS POST BEARS N
 SY4926'60 DEG 40 MIN W TRUE, DISTANCE 49.5 FEET.  THE NORTHEAST CORNER OF
 SY4926'MR. D. T. CAIRNS HOUSE BEARS S 45 DEG 39 MIN W TRUE, DISTANCE 39.7
 SY4926'FEET.  THE MARK IS 4.6 FEET EAST OF THE EAST SIDE OF MR. JOE
 SY4926'TARBILLS HOUSE EXTENDED.  MEASUREMENTS TO CORNERS OF HOUSES ARE TO
 SY4926'THE MAIN PART OF THE HOUSE, NOT TO THE PORCHES.
 SY4926'
 SY4926'THE UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE 3 FEET BELOW
 SY4926'THE SURFACE.
 SY4926'
 SY4926'REFERENCE MARK NO. 1 IS A STANDARD TRIANGULATION STATION DISK WITH
 SY4926'AN ARROW CHISELED THROUGH THE TRIANGLE.  THE ARROW POINTS TO APPLE
 SY4926'1921 AND THE DISK IS NOT STAMPED.  IT IS 48.9 FEET SOUTH-SOUTHWEST
 SY4926'OF THE SOUTHWEST CORNER OF MR. JOE TARBILLS HOUSE, 30.3 FEET
 SY4926'SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT BELOW GROUND.  THIS
 SY4926'MARK WAS REFERENCE MARK NO. 1 FOR APPLE 1921.
 SY4926'
 SY4926'APPLE 1921 IS A STANDARD TRIANGULATION STATION DISK SET IN A ROUND
 SY4926'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS IN THE CORNER OF THE
 SY4926'L IN MR. JOE TARBILLS HOUSE, 9 FEET WEST OF THE WEST EDGE OF THE
 SY4926'FIREPLACE CHIMNEY AND THE DISK IS STAMPED APPLE 1921.  NOTE--MR. JOE
 SY4926'TARBILLS HOUSE IS AT PRESENT OCCUPIED BY MR. E. J. MERRY.
 SY4926'
 SY4926'APPLE 2 IS 3.51 FEET LOWER THAN APPLE 1921.
 SY4926
 SY4926                          STATION RECOVERY (1968)
 SY4926
 SY4926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4926'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1962
 SY4926'EXCEPT THE BEACH SAND NOW COVERS THE STATION MARK TO A DEPTH OF
 SY4926'1.7 FEET.
 SY4926'
 SY4926'A NEW HOUSE HAS BEEN ERECTED BETWEEN THE TARBILL AND CAIRNS
 SY4926'RESIDENCES AND THE STATION MARK IS 29.2 FEET EAST OF THE SOUTHEAST
 SY4926'CORNER OF THE NEW HOUSE AND ON LINE WITH THE SOUTH PROJECTED SIDE
 SY4926'OF THE HOUSE.
 SY4926'
 SY4926'THE REFERENCE MARK WOULD NOW BE UNDER THE PORCH OF THE NEW HOUSE,
 SY4926'NEAR THE DOOR ON THE WEST SIDE OF THE HOUSE.  IT WAS NOT
 SY4926'RECOVERED.
 SY4926'
 SY4926'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1 MILE NORTH OF
 SY4926'KINGSTON.
 SY4926
 SY4926                          STATION RECOVERY (1969)
 SY4926
 SY4926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY4926'THE STATION MARK AND THE ORIGINAL STATION MARK WERE RECOVERED.
 SY4926'APPLE 2 WAS ESTABLISHED IN 1962 BECAUSE APPLE 1921 IS TOO NEAR THE
 SY4926'TARBILL HOUSE TO SET A TRIPOD OVER.  A COMPLETE NEW DESCRIPTION
 SY4926'FOLLOWS--
 SY4926'
 SY4926'THE STATION IS ON THE BEACH ON APPLE COVE POINT, ON THE WEST SIDE
 SY4926'OF PUGET SOUND AND ABOUT 1-1/4 MILES NORTH OF KINGSTON.
 SY4926'
 SY4926'TO REACH THE STATION FROM THE FERRY DOCK IN KINGSTON, GO NORTHWEST
 SY4926'ON THE MAIN STREET FOR 0.55 MILE TO A BLACKTOP ROAD RIGHT, TURN
 SY4926'RIGHT AND GO 0.75 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.15
 SY4926'MILES TO THE BEACH, CONTINUE SOUTHEASTERLY ALONG THE ROAD FOR 0.3
 SY4926'MILE TO THE STATION ON THE LEFT, ON THE BEACH IN FRONT OF MR. OLSONS
 SY4926'HOUSE.  THIS HOUSE HAS A PORCH ON THE WEST SIDE.  NEXT HOUSE TO THE
 SY4926'SOUTH IS OWNED BY MR. DOUG CAIRNS AND HAS A NATURAL OUTSIDE FINISH.
 SY4926'SECOND HOUSE TO THE SOUTH HAS VERTICAL, 4-FOOT WIDE PANELS PAINTED
 SY4926'DIFFERENT COLORS.  FIRST HOUSE NORTH OF THE STATION HAS A FIREPLACE
 SY4926'CHIMNEY ON THE SOUTH SIDE AND BELONGS TO THE TARBILL FAMILY.
 SY4926'
 SY4926'THE STATION MARK, STAMPED APPLE 2 1962, IS A STANDARD DISK SET IN A
 SY4926'SQUARE CONCRETE POST 1.7 FEET BELOW THE SAND ON THE BEACH.  (BEACH
 SY4926'SAND BUILDS UP AND WASHES OUT IN THIS AREA, BUT THE MARK IS 3.51 FEET
 SY4926'LOWER THAN APPLE 1921).  IT IS 69.2 FEET SOUTH-SOUTHEAST OF THE
 SY4926'SOUTHEAST CORNER OF THE TARBILL HOUSE AND 4.6 FEET EAST OF THE
 SY4926'PROJECTED EAST SIDE OF THIS HOUSE.  39.7 FEET NORTHEAST OF THE
 SY4926'NORTHEAST CORNER OF MR. CAIRNS HOUSE.  29.2 FEET EAST OF THE
 SY4926'SOUTHEAST CORNER OF MR. OLSONS HOUSE AND ON LINE WITH THE PROJECTED
 SY4926'SOUTH SIDE OF THIS HOUSE, AND 59.8 FEET SOUTHEAST OF A METAL
 SY4926'WITNESS POST.
 SY4926'
 SY4926'APPLE 1921 IS A STANDARD TRIANGULATION STATION DISK SET IN A ROUND
 SY4926'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS IN THE CORNER OF THE
 SY4926'OFFSET ON THE SOUTH SIDE OF THE TARBILL HOUSE, 9 FEET WEST OF THE
 SY4926'WEST EDGE OF THE FIREPLACE CHIMNEY AND 17.8 FEET NORTH OF THE METAL
 SY4926'WITNESS POST.  THE DISK IS STAMPED APPLE 1921.
 SY4926'
 SY4926'REFERENCE MARK NO. 1 WAS NOT RECOVERED.  THE WITNESS POST HAS BEEN
 SY4926'MOVED SINCE THE 1962 DESCRIPTION WAS WRITTEN.  OTHER MEASUREMENTS TO
 SY4926'THE MARK INDICATE THE MARK IS UNDER THE BACK PORCH ON THE WEST SIDE
 SY4926'OF MR. OLSONS HOUSE, ABOUT 4 FEET WEST OF THE WEST EDGE OF THE HOUSE
 SY4926'AND 3 FEET NORTH OF THE SOUTH SIDE OF THE PORCH.
 SY4926'
 SY4926'NOTE--MEASUREMENTS TO THE HOUSES ARE TO THE MAIN PART OF THE HOUSE
 SY4926'AND NOT TO THE PORCHES.
 SY4926
 SY4926                          STATION RECOVERY (1978)
 SY4926
 SY4926'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY4926'THE STATION WAS RECOVERED AS DESCRIBED BY N.E.T. IN 1969
 SY4926'WITH THE FOLLOWING EXCEPTIONS.  MR TARBILLS HOUSE IS NOW
 SY4926'OWNED BY DICK LARSEN AND MR OLSONS HOUSE IS NOW OWNED BY
 SY4926'TOM FAIRCHILD.  A NEW TO REACH DESCRIPTION FOLLOWS.
 SY4926'
 SY4926'TO REACH FROM THE FERRY TICKET BOOTH IN KINGSTON
 SY4926'GO WEST ON STATE HIGHWAY 104 FOR 0.6 MILE, TURN RIGHT ON
 SY4926'LINVOG ROAD AND GO 0.8 MILE, TURN RIGHT AT SIGN APPLE
 SY4926'TREE COVE AND GO 1.4 MILES TO FAIRCHIELD RESIDENCE AND
 SY4926'STATION ABOUT 100 FEET ON THE LEFT.
 SY4926'
 SY4926'HEIGHT OF THE SIGNAL WAS 2.05 METERS.
 SY4926
 SY4926                          STATION RECOVERY (1979)
 SY4926
 SY4926'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RBM)
 SY4926'THE STATION WAS RECOVERED IN GOOD CONDITION. REFERENCE
 SY4926'MARK 1 WAS NOT SEARCHED FOR.
 SY4926'THE STATION IS A C+GS DISK STAMPED---APPLE 2 1962---,
 SY4926'SET IN A SQUARE CONCRETE MONUMENT, 14 INCHES BELOW THE
 SY4926'SURFACE OF THE BEACH.
 SY4926
 SY4926                          STATION RECOVERY (1984)
 SY4926
 SY4926'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 SY4926'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. IT IS
 SY4926'STILL ABOUT 1-1/2 FEET BELOW THE SURFACE OF THE BEACH. THE NEARBY
 SY4926'HOUSE IS NOW THE FAIRCHILD RESIDENCE.
 SY4926'
 SY4926'DESCRIBED BY R.B. MELBY.
 SY4926
 SY4926                          STATION RECOVERY (1994)
 SY4926
 SY4926'RECOVERY NOTE BY US POWER SQUADRON 1994
 SY4926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4934 ***********************************************************************
 SY4934  DESIGNATION -  APPLE COVE BLINKER LIGHT
 SY4934  PID         -  SY4934
 SY4934  STATE/COUNTY-  WA/KITSAP
 SY4934  USGS QUAD   -  EDMONDS WEST (1978)
 SY4934
 SY4934                         *CURRENT SURVEY CONTROL
 SY4934  ___________________________________________________________________
 SY4934* NAD 83(1991)-  47 48 53.26363(N)    122 28 57.46508(W)     ADJUSTED  
 SY4934* NAVD 88     -                                                        
 SY4934  ___________________________________________________________________
 SY4934  LAPLACE CORR-         -13.40  (seconds)                    DEFLEC99
 SY4934  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 SY4934
 SY4934  HORZ ORDER  -  THIRD
 SY4934
 SY4934.The horizontal coordinates were established by classical geodetic methods
 SY4934.and adjusted by the National Geodetic Survey in December 1991..
 SY4934
 SY4934
 SY4934.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4934
 SY4934.The geoid height was determined by GEOID03.
 SY4934
 SY4934;                    North         East     Units Scale Factor Converg.
 SY4934;SPC WA N     -    91,913.890   376,495.708   MT  0.99995618   -1 13 40.6
 SY4934;SPC WA N     -   301,554.15  1,235,219.67   sFT  0.99995618   -1 13 40.6
 SY4934;UTM  10      - 5,295,845.417   538,731.415   MT  0.99961843   +0 23 00.1
 SY4934
 SY4934                          SUPERSEDED SURVEY CONTROL
 SY4934
 SY4934  NAD 83(1986)-  47 48 53.25911(N)    122 28 57.46895(W) AD(       ) 4
 SY4934  NAD 27      -  47 48 53.91700(N)    122 28 52.98400(W) AD(       ) 3
 SY4934
 SY4934.Superseded values are not recommended for survey control.
 SY4934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4934.See file dsdata.txt to determine how the superseded data were derived.
 SY4934
 SY4934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3873195845(NAD 83)
 SY4934
 SY4934  HISTORY     - Date     Condition        Report By
 SY4934  HISTORY     - UNK      MONUMENTED
 SY4934  HISTORY     - 1950     SEE DESCRIPTION  LOCENG
 SY4934  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4934  HISTORY     - 19961024 MARK NOT FOUND   USPSQD
 SY4934
 SY4934                          STATION DESCRIPTION
 SY4934
 SY4934'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 SY4934'FROM STATION EDWARDS I TURNED THE ANGLE BETWEEN APPLE COVE
 SY4934'BLINKER LIGHT AND POINT NO POINT LIGHT AND ALSO TO THE R.M. FOR
 SY4934'EDWARDS.  THE COMPUTED AZIMUTH TO APPLE COVER BLINKER LIGHT IS
 SY4934'ABOUT 0 DEG 06 MIN DIFFERENT.
 SY4934'
 SY4934'NOTE--PACIFIC COAST LIGHT LIST, 1949, NO. 1603, SHOWS THIS LIGHT
 SY4934'REBUILT IN 1934.  GEOGRAPHIC POSITION PLOTS ABOUT 60 METERS
 SY4934'INSHORE FROM CHARTED POSITION OF LIGHT.
 SY4934
 SY4934                          STATION RECOVERY (1951)
 SY4934
 SY4934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (GAN)
 SY4934'THIS STATION IS LOST.  THE LIGHT NO LONGER EXISTS ON APPLE COVE
 SY4934'POINT.  THERE IS A LIGHT ON A PILE CLUSTER ABOUT 55 METERS OFFSHORE
 SY4934'FROM THE POINT IN 7 FEET OF WATER (SEE STATION APPLE COVE POINT
 SY4934'LIGHT 1951).
 SY4934
 SY4934                          STATION RECOVERY (1996)
 SY4934
 SY4934'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4927 ***********************************************************************
 SY4927  DESIGNATION -  APPLE COVE POINT LIGHT
 SY4927  PID         -  SY4927
 SY4927  STATE/COUNTY-  WA/KITSAP
 SY4927  USGS QUAD   -  EDMONDS WEST (1978)
 SY4927
 SY4927                         *CURRENT SURVEY CONTROL
 SY4927  ___________________________________________________________________
 SY4927* NAD 83(1991)-  47 48 53.21389(N)    122 28 54.51220(W)     ADJUSTED  
 SY4927* NAVD 88     -                                                        
 SY4927  ___________________________________________________________________
 SY4927  LAPLACE CORR-         -13.33  (seconds)                    DEFLEC99
 SY4927  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 SY4927
 SY4927  HORZ ORDER  -  THIRD
 SY4927
 SY4927.The horizontal coordinates were established by classical geodetic methods
 SY4927.and adjusted by the National Geodetic Survey in December 1991..
 SY4927
 SY4927
 SY4927.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4927
 SY4927.The geoid height was determined by GEOID03.
 SY4927
 SY4927;                    North         East     Units Scale Factor Converg.
 SY4927;SPC WA N     -    91,911.039   376,557.088   MT  0.99995618   -1 13 38.4
 SY4927;SPC WA N     -   301,544.80  1,235,421.05   sFT  0.99995618   -1 13 38.4
 SY4927;UTM  10      - 5,295,844.293   538,792.830   MT  0.99961849   +0 23 02.3
 SY4927
 SY4927                          SUPERSEDED SURVEY CONTROL
 SY4927
 SY4927  NAD 83(1986)-  47 48 53.20895(N)    122 28 54.51316(W) AD(       ) 4
 SY4927  NAD 27      -  47 48 53.87664(N)    122 28 50.02213(W) AD(       ) 3
 SY4927
 SY4927.Superseded values are not recommended for survey control.
 SY4927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4927.See file dsdata.txt to determine how the superseded data were derived.
 SY4927
 SY4927_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3879395844(NAD 83)
 SY4927
 SY4927  HISTORY     - Date     Condition        Report By
 SY4927  HISTORY     - 1951     MONUMENTED       CGS
 SY4927  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY4927  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SY4927  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY4927  HISTORY     - 19961024 GOOD             USPSQD
 SY4927
 SY4927                          STATION DESCRIPTION
 SY4927
 SY4927'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 SY4927'STATION IS THE FLASHING WHITE LIGHT ATOP THE FOUR PILE DOLPHIN JUST
 SY4927'OFF APPLE COVE POINT.  THERE IS A WHITE RAILING AROUND A PLATFORM AT
 SY4927'THE TOP OF THE BLACK PILING AND JUST BELOW THE LIGHT.  THE LIGHT IS
 SY4927'ABOUT 18 FEET ABOVE MEAN HIGH WATER.
 SY4927
 SY4927                          STATION RECOVERY (1962)
 SY4927
 SY4927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY4927'STATION WAS RECOVERED AS DESCRIBED.  A LOCAL RESIDENT STATED THAT
 SY4927'THE LIGHT HAD BEEN MOVED SEAWARD SEVERAL TIMES IN THE PAST FEW
 SY4927'YEARS, SO THE DISTANCE BETWEEN TRIANGULATION STATION APPLE AND THE
 SY4927'LIGHT WAS DETERMINED.  THE DISTANCE IS THE SAME AS GIVEN ON THE G.P.
 SY4927'LIST OF 1951, AND THE 1951 POSITION IS STILL CORRECT.
 SY4927
 SY4927                          STATION RECOVERY (1975)
 SY4927
 SY4927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 SY4927'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1951.
 SY4927'THE DOLPHIN STANDS IN ABOUT 18 FEET OF WATER AND A BOAT IS NECESSARY
 SY4927'TO VISIT THE STATION.  DESIGNATED AS NO. 2289 IN THE PUBLICATION
 SY4927'LIGHT LIST, VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS, 1975.
 SY4927'
 SY4927'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/4 MILES NORTH
 SY4927'OF KINGSTON.
 SY4927
 SY4927                          STATION RECOVERY (1976)
 SY4927
 SY4927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY4927'THE STATION WAS RECOVERED AS DESCRIBED.
 SY4927'
 SY4927'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/4 MILE N.E. OF
 SY4927'KINGSTON.
 SY4927
 SY4927                          STATION RECOVERY (1996)
 SY4927
 SY4927'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4954 ***********************************************************************
 SY4954  DESIGNATION -  APPLE COVE PT LT 1978
 SY4954  PID         -  SY4954
 SY4954  STATE/COUNTY-  WA/KITSAP
 SY4954  USGS QUAD   -  EDMONDS WEST (1978)
 SY4954
 SY4954                         *CURRENT SURVEY CONTROL
 SY4954  ___________________________________________________________________
 SY4954* NAD 83(1991)-  47 48 53.37442(N)    122 28 54.55031(W)     ADJUSTED  
 SY4954* NAVD 88     -                                                        
 SY4954  ___________________________________________________________________
 SY4954  LAPLACE CORR-         -13.34  (seconds)                    DEFLEC99
 SY4954  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 SY4954
 SY4954  HORZ ORDER  -  THIRD
 SY4954
 SY4954.The horizontal coordinates were established by classical geodetic methods
 SY4954.and adjusted by the National Geodetic Survey in December 1991..
 SY4954
 SY4954
 SY4954.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4954
 SY4954.The geoid height was determined by GEOID03.
 SY4954
 SY4954;                    North         East     Units Scale Factor Converg.
 SY4954;SPC WA N     -    91,916.012   376,556.402   MT  0.99995617   -1 13 38.4
 SY4954;SPC WA N     -   301,561.12  1,235,418.80   sFT  0.99995617   -1 13 38.4
 SY4954;UTM  10      - 5,295,849.244   538,792.004   MT  0.99961849   +0 23 02.3
 SY4954
 SY4954                          SUPERSEDED SURVEY CONTROL
 SY4954
 SY4954  NAD 83(1986)-  47 48 53.37045(N)    122 28 54.55421(W) AD(       ) 4
 SY4954  NAD 27      -  47 48 54.03180(N)    122 28 50.07069(W) AD(       ) 3
 SY4954
 SY4954.Superseded values are not recommended for survey control.
 SY4954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4954.See file dsdata.txt to determine how the superseded data were derived.
 SY4954
 SY4954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3879295849(NAD 83)
 SY4954_MARKER: 14 = NAVIGATION LIGHT
 SY4954_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY4954
 SY4954  HISTORY     - Date     Condition        Report By
 SY4954  HISTORY     - 1978     FIRST OBSERVED   NOS
 SY4954  HISTORY     - 1979     GOOD             NOS
 SY4954  HISTORY     - 1984     GOOD             NOS
 SY4954  HISTORY     - 19941019 GOOD             USPSQD
 SY4954
 SY4954                          STATION DESCRIPTION
 SY4954
 SY4954'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY4954'THE STATION IS APPLE COVE POINT LIGHT 1978.
 SY4954'
 SY4954'THE STATION IS LOCATED ON THE WEST SIDE OF PUGET SOUND,
 SY4954'ABOUT 1 1/2 MILES NORTHEAST OF KINGSTON AND ABOUT 30 METERS
 SY4954'OFFSHORE OF APPLE COVE POINT.
 SY4954'
 SY4954'THE STATION IS A NAVAGATION LIGHT ATOP A DOLPHIN.  IT IS
 SY4954'A FLASHING WHITE LIGHT.  IT IS LISTED AS NUMBER 2289 IN
 SY4954'THE 1978 LIGHT LIST.
 SY4954
 SY4954                          STATION RECOVERY (1979)
 SY4954
 SY4954'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RBM)
 SY4954'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY4954
 SY4954                          STATION RECOVERY (1984)
 SY4954
 SY4954'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 SY4954'THE STATION WAS RECOVERED.
 SY4954
 SY4954                          STATION RECOVERY (1994)
 SY4954
 SY4954'RECOVERY NOTE BY US POWER SQUADRON 1994
 SY4954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AF9643 ***********************************************************************
 AF9643  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9643  DESIGNATION -  APPLETON 2 CORS ARP
 AF9643  CORS_ID     -  GWN2
 AF9643  PID         -  AF9643
 AF9643  STATE/COUNTY-  WA/KLICKITAT
 AF9643  USGS QUAD   -  APPLETON (1994)
 AF9643
 AF9643                         *CURRENT SURVEY CONTROL
 AF9643  ___________________________________________________________________
 AF9643* NAD 83(CORS)-  45 46 57.44485(N)    121 19 38.05688(W)     ADJUSTED  
 AF9643* NAVD 88     -                                                        
 AF9643  ___________________________________________________________________
 AF9643  EPOCH DATE  -        2002.00
 AF9643  X           -  -2,316,880.455 (meters)                     COMP
 AF9643  Y           -  -3,806,521.224 (meters)                     COMP
 AF9643  Z           -   4,548,956.491 (meters)                     COMP
 AF9643  ELLIP HEIGHT-         733.46  (meters)          (03/??/02) GPS OBS
 AF9643  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 AF9643
 AF9643  HORZ ORDER  -  SPECIAL (CORS)
 AF9643  ELLP ORDER  -  SPECIAL (CORS)
 AF9643
 AF9643.ITRF positions are available for this station.
 AF9643.The coordinates were established by GPS observations
 AF9643.and adjusted by the National Geodetic Survey in March 2002..
 AF9643.The coordinates are valid at the epoch date displayed above.
 AF9643.The epoch date for horizontal control is a decimal equivalence
 AF9643.of Year/Month/Day.
 AF9643
 AF9643
 AF9643.The PID for the CORS L1 Phase Center is AJ7930.
 AF9643
 AF9643.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9643
 AF9643.The ellipsoidal height was determined by GPS observations
 AF9643.and is referenced to NAD 83.
 AF9643
 AF9643.The geoid height was determined by GEOID03.
 AF9643
 AF9643;                    North         East     Units Scale Factor Converg.
 AF9643;SPC WA S     -    50,276.474   435,669.354   MT  1.00001188   -0 36 03.2
 AF9643;SPC WA S     -   164,948.73  1,429,358.54   sFT  1.00001188   -0 36 03.2
 AF9643
 AF9643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9643!SPC WA S     -   0.99988503  x   1.00001188  =   0.99989691
 AF9643
 AF9643                          SUPERSEDED SURVEY CONTROL
 AF9643
 AF9643  NAD 83(CORS)-  45 46 57.44471(N)    121 19 38.05732(W) AD(1997.00) c
 AF9643  ELLIP H (11/??/01)  733.46   (m)                       GP(1997.00) c c
 AF9643  NAD 83(CORS)-  45 46 57.44498(N)    121 19 38.05758(W) AD(1997.00) c
 AF9643  ELLIP H (07/??/98)  733.48   (m)                       GP(1997.00) c c
 AF9643  NAD 83(CORS)-  45 46 57.43931(N)    121 19 38.07772(W) AD(1996.00) c
 AF9643  ELLIP H (09/??/97)  733.66   (m)                       GP(1996.00) c c
 AF9643
 AF9643.Superseded values are not recommended for survey control.
 AF9643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9643.See file dsdata.txt to determine how the superseded data were derived.
 AF9643
 AF9643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3003271257(NAD 83)
 AF9643_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9643
 AF9643                          STATION DESCRIPTION
 AF9643
 AF9643'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9643'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9643'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9643'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9643'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9643'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ7930 ***********************************************************************
 AJ7930  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7930  DESIGNATION -  APPLETON 2 CORS L1 PHASE CENTER
 AJ7930  CORS_ID     -  GWN2
 AJ7930  PID         -  AJ7930
 AJ7930  STATE/COUNTY-  WA/KLICKITAT
 AJ7930  USGS QUAD   -  APPLETON (1994)
 AJ7930
 AJ7930                         *CURRENT SURVEY CONTROL
 AJ7930  ___________________________________________________________________
 AJ7930* NAD 83(CORS)-  45 46 57.44481(N)    121 19 38.05691(W)     ADJUSTED  
 AJ7930* NAVD 88     -                                                        
 AJ7930  ___________________________________________________________________
 AJ7930  EPOCH DATE  -        2002.00
 AJ7930  X           -  -2,316,880.489 (meters)                     COMP
 AJ7930  Y           -  -3,806,521.278 (meters)                     COMP
 AJ7930  Z           -   4,548,956.555 (meters)                     COMP
 AJ7930  ELLIP HEIGHT-         733.55  (meters)          (03/??/02) GPS OBS
 AJ7930  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 AJ7930
 AJ7930  HORZ ORDER  -  SPECIAL (CORS)
 AJ7930  ELLP ORDER  -  SPECIAL (CORS)
 AJ7930
 AJ7930.ITRF positions are available for this station.
 AJ7930.The coordinates were established by GPS observations
 AJ7930.and adjusted by the National Geodetic Survey in March 2002..
 AJ7930.The coordinates are valid at the epoch date displayed above.
 AJ7930.The epoch date for horizontal control is a decimal equivalence
 AJ7930.of Year/Month/Day.
 AJ7930
 AJ7930
 AJ7930.The PID for the CORS ARP is AF9643.
 AJ7930
 AJ7930.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7930
 AJ7930.The ellipsoidal height was determined by GPS observations
 AJ7930.and is referenced to NAD 83.
 AJ7930
 AJ7930.The geoid height was determined by GEOID03.
 AJ7930
 AJ7930;                    North         East     Units Scale Factor Converg.
 AJ7930;SPC WA S     -    50,276.473   435,669.354   MT  1.00001188   -0 36 03.2
 AJ7930;SPC WA S     -   164,948.73  1,429,358.54   sFT  1.00001188   -0 36 03.2
 AJ7930
 AJ7930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7930!SPC WA S     -   0.99988501  x   1.00001188  =   0.99989689
 AJ7930
 AJ7930                          SUPERSEDED SURVEY CONTROL
 AJ7930
 AJ7930  NAD 83(CORS)-  45 46 57.44467(N)    121 19 38.05735(W) AD(1997.00) c
 AJ7930  ELLIP H (11/??/01)  733.55   (m)                       GP(1997.00) c c
 AJ7930  NAD 83(CORS)-  45 46 57.44494(N)    121 19 38.05762(W) AD(1997.00) c
 AJ7930  ELLIP H (07/??/98)  733.57   (m)                       GP(1997.00) c c
 AJ7930  NAD 83(CORS)-  45 46 57.43927(N)    121 19 38.07776(W) AD(1996.00) c
 AJ7930  ELLIP H (09/??/97)  733.75   (m)                       GP(1996.00) c c
 AJ7930
 AJ7930.Superseded values are not recommended for survey control.
 AJ7930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7930.See file dsdata.txt to determine how the superseded data were derived.
 AJ7930
 AJ7930_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3003271257(NAD 83)
 AJ7930_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7930
 AJ7930                          STATION DESCRIPTION
 AJ7930
 AJ7930'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7930'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7930'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7930'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7930'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7930'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AF9636 ***********************************************************************
 AF9636  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9636  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9636  DESIGNATION -  APPLETON CORS ARP
 AF9636  CORS_ID     -  GWEN
 AF9636  PID         -  AF9636
 AF9636  STATE/COUNTY-  WA/KLICKITAT
 AF9636  USGS QUAD   -  APPLETON (1994)
 AF9636
 AF9636                         *CURRENT SURVEY CONTROL
 AF9636  ___________________________________________________________________
 AF9636* NAD 83(CORS)-  45 46 57.46157(N)    121 19 39.16718(W)     ADJUSTED  
 AF9636* NAVD 88     -       753.74   (meters)    2472.9    (feet)  GPS OBS   
 AF9636  ___________________________________________________________________
 AF9636  EPOCH DATE  -        2002.00
 AF9636  X           -  -2,316,900.492 (meters)                     COMP
 AF9636  Y           -  -3,806,508.008 (meters)                     COMP
 AF9636  Z           -   4,548,956.335 (meters)                     COMP
 AF9636  ELLIP HEIGHT-         732.74  (meters)          (03/??/02) GPS OBS
 AF9636  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 AF9636
 AF9636  HORZ ORDER  -  SPECIAL (CORS)
 AF9636  ELLP ORDER  -  SPECIAL (CORS)
 AF9636
 AF9636.ITRF positions are available for this station.
 AF9636.The coordinates were established by GPS observations
 AF9636.and adjusted by the National Geodetic Survey in March 2002..
 AF9636.The coordinates are valid at the epoch date displayed above.
 AF9636.The epoch date for horizontal control is a decimal equivalence
 AF9636.of Year/Month/Day.
 AF9636
 AF9636.The orthometric height was determined by GPS observations and a
 AF9636.high-resolution geoid model using precise GPS observation and
 AF9636.processing techniques.
 AF9636
 AF9636.The PID for the CORS L1 Phase Center is AJ7928.
 AF9636
 AF9636.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9636
 AF9636.The ellipsoidal height was determined by GPS observations
 AF9636.and is referenced to NAD 83.
 AF9636
 AF9636.The geoid height was determined by GEOID03.
 AF9636
 AF9636;                    North         East     Units Scale Factor Converg.
 AF9636;SPC WA S     -    50,277.242   435,645.376   MT  1.00001188   -0 36 04.1
 AF9636;SPC WA S     -   164,951.25  1,429,279.87   sFT  1.00001188   -0 36 04.1
 AF9636
 AF9636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9636!SPC WA S     -   0.99988514  x   1.00001188  =   0.99989702
 AF9636
 AF9636                          SUPERSEDED SURVEY CONTROL
 AF9636
 AF9636  NAD 83(CORS)-  45 46 57.46148(N)    121 19 39.16782(W) AD(1997.00) c
 AF9636  ELLIP H (04/??/00)  732.72   (m)                       GP(1997.00) c c
 AF9636  NAD 83(CORS)-  45 46 57.46120(N)    121 19 39.16852(W) AD(1997.00) c
 AF9636  NAD 83(CORS)-  45 46 57.46120(N)    121 19 39.16852(W) AD(1996.00) c
 AF9636  ELLIP H (05/??/97)  732.75   (m)                       GP(1997.00) c c
 AF9636  ELLIP H (05/??/97)  732.75   (m)                       GP(1996.00) c c
 AF9636
 AF9636.Superseded values are not recommended for survey control.
 AF9636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9636.See file dsdata.txt to determine how the superseded data were derived.
 AF9636
 AF9636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3000871257(NAD 83)
 AF9636_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9636
 AF9636                          STATION DESCRIPTION
 AF9636
 AF9636'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9636'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9636'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9636'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9636'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9636'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ7928 ***********************************************************************
 AJ7928  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7928  DESIGNATION -  APPLETON CORS L1 PHASE CENTER
 AJ7928  CORS_ID     -  GWEN
 AJ7928  PID         -  AJ7928
 AJ7928  STATE/COUNTY-  WA/KLICKITAT
 AJ7928  USGS QUAD   -  APPLETON (1994)
 AJ7928
 AJ7928                         *CURRENT SURVEY CONTROL
 AJ7928  ___________________________________________________________________
 AJ7928* NAD 83(CORS)-  45 46 57.46153(N)    121 19 39.16722(W)     ADJUSTED  
 AJ7928* NAVD 88     -                                                        
 AJ7928  ___________________________________________________________________
 AJ7928  EPOCH DATE  -        2002.00
 AJ7928  X           -  -2,316,900.522 (meters)                     COMP
 AJ7928  Y           -  -3,806,508.056 (meters)                     COMP
 AJ7928  Z           -   4,548,956.392 (meters)                     COMP
 AJ7928  ELLIP HEIGHT-         732.82  (meters)          (03/??/02) GPS OBS
 AJ7928  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 AJ7928
 AJ7928  HORZ ORDER  -  SPECIAL (CORS)
 AJ7928  ELLP ORDER  -  SPECIAL (CORS)
 AJ7928
 AJ7928.ITRF positions are available for this station.
 AJ7928.The coordinates were established by GPS observations
 AJ7928.and adjusted by the National Geodetic Survey in March 2002..
 AJ7928.The coordinates are valid at the epoch date displayed above.
 AJ7928.The epoch date for horizontal control is a decimal equivalence
 AJ7928.of Year/Month/Day.
 AJ7928
 AJ7928
 AJ7928.The PID for the CORS ARP is AF9636.
 AJ7928
 AJ7928.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7928
 AJ7928.The ellipsoidal height was determined by GPS observations
 AJ7928.and is referenced to NAD 83.
 AJ7928
 AJ7928.The geoid height was determined by GEOID03.
 AJ7928
 AJ7928;                    North         East     Units Scale Factor Converg.
 AJ7928;SPC WA S     -    50,277.241   435,645.375   MT  1.00001188   -0 36 04.1
 AJ7928;SPC WA S     -   164,951.25  1,429,279.87   sFT  1.00001188   -0 36 04.1
 AJ7928
 AJ7928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7928!SPC WA S     -   0.99988513  x   1.00001188  =   0.99989701
 AJ7928
 AJ7928                          SUPERSEDED SURVEY CONTROL
 AJ7928
 AJ7928  NAD 83(CORS)-  45 46 57.46144(N)    121 19 39.16786(W) AD(1997.00) c
 AJ7928  ELLIP H (04/??/00)  732.81   (m)                       GP(1997.00) c c
 AJ7928  NAD 83(CORS)-  45 46 57.46116(N)    121 19 39.16856(W) AD(1997.00) c
 AJ7928  NAD 83(CORS)-  45 46 57.46116(N)    121 19 39.16856(W) AD(1996.00) c
 AJ7928  ELLIP H (05/??/97)  732.84   (m)                       GP(1997.00) c c
 AJ7928  ELLIP H (05/??/97)  732.84   (m)                       GP(1996.00) c c
 AJ7928
 AJ7928.Superseded values are not recommended for survey control.
 AJ7928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7928.See file dsdata.txt to determine how the superseded data were derived.
 AJ7928
 AJ7928_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3000871257(NAD 83)
 AJ7928_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7928
 AJ7928                          STATION DESCRIPTION
 AJ7928
 AJ7928'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7928'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7928'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7928'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7928'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7928'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1858 ***********************************************************************
 SY1858  DESIGNATION -  APPLETON PEAK
 SY1858  PID         -  SY1858
 SY1858  STATE/COUNTY-  WA/CLALLAM
 SY1858  USGS QUAD   -  MT CARRIE (1965)
 SY1858
 SY1858                         *CURRENT SURVEY CONTROL
 SY1858  ___________________________________________________________________
 SY1858* NAD 83(1991)-  47 57 02.08593(N)    123 43 57.74928(W)     ADJUSTED  
 SY1858* NAVD 88     -                                                        
 SY1858  ___________________________________________________________________
 SY1858  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 SY1858  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 SY1858
 SY1858  HORZ ORDER  -  THIRD
 SY1858
 SY1858.The horizontal coordinates were established by classical geodetic methods
 SY1858.and adjusted by the National Geodetic Survey in December 1991..
 SY1858
 SY1858
 SY1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1858
 SY1858.The geoid height was determined by GEOID03.
 SY1858
 SY1858;                    North         East     Units Scale Factor Converg.
 SY1858;SPC WA N     -   109,766.259   283,489.380   MT  0.99994650   -2 09 31.1
 SY1858;SPC WA N     -   360,124.80    930,081.41   sFT  0.99994650   -2 09 31.1
 SY1858;UTM  10      - 5,311,067.122   445,291.238   MT  0.99963678   -0 32 38.8
 SY1858
 SY1858                          SUPERSEDED SURVEY CONTROL
 SY1858
 SY1858  NAD 83(1986)-  47 57 02.08378(N)    123 43 57.75789(W) AD(       ) 4
 SY1858  NAD 27      -  47 57 02.76700(N)    123 43 53.05200(W) AD(       ) 3
 SY1858
 SY1858.Superseded values are not recommended for survey control.
 SY1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1858.See file dsdata.txt to determine how the superseded data were derived.
 SY1858
 SY1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDU4529111067(NAD 83)
 SY1858
 SY1858  HISTORY     - Date     Condition        Report By
 SY1858  HISTORY     - 1955     MONUMENTED       CGS
 SY1858
 SY1858                          STATION DESCRIPTION
 SY1858
 SY1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY1858'THE STATION WAS NOT VISITED.  THE STATION IS LOCATED 6.5 MILES
 SY1858'SOUTHEAST OF SOL DUC HOT SPRINGS, 3 MILES SOUTHWEST OF THE
 SY1858'OLYMPIC HOT SPRINGS AND 1.5 MILES NORTH OF THE UPPER SOLEDUCK
 SY1858'SHELTER.  THE HIGHEST POINT WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2227 ***********************************************************************
 SA2227  DESIGNATION -  APPROACH
 SA2227  PID         -  SA2227
 SA2227  STATE/COUNTY-  WA/FRANKLIN
 SA2227  USGS QUAD   -  PASCO (1992)
 SA2227
 SA2227                         *CURRENT SURVEY CONTROL
 SA2227  ___________________________________________________________________
 SA2227* NAD 83(1991)-  46 13 15.68985(N)    119 06 10.00672(W)     ADJUSTED  
 SA2227* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 SA2227  ___________________________________________________________________
 SA2227  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 SA2227  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SA2227
 SA2227  HORZ ORDER  -  SECOND
 SA2227
 SA2227.The horizontal coordinates were established by classical geodetic methods
 SA2227.and adjusted by the National Geodetic Survey in December 1991..
 SA2227
 SA2227.The orthometric height was scaled from a topographic map.
 SA2227
 SA2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2227
 SA2227.The geoid height was determined by GEOID03.
 SA2227
 SA2227;                    North         East     Units Scale Factor Converg.
 SA2227;SPC WA S     -    99,621.210   607,788.853   MT  0.99993467   +1 00 53.8
 SA2227;SPC WA S     -   326,840.59  1,994,053.93   sFT  0.99993467   +1 00 53.8
 SA2227;UTM  11      - 5,120,754.468   337,827.945   MT  0.99992330   -1 31 06.8
 SA2227
 SA2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2227!SPC WA S     -   0.99998648  x   0.99993467  =   0.99992115
 SA2227!UTM  11      -   0.99998648  x   0.99992330  =   0.99990978
 SA2227
 SA2227:                Primary Azimuth Mark                     Grid Az
 SA2227:SPC WA S     -  PASCO APEX POWER TOWER                   114 44 10.9
 SA2227:UTM  11      -  PASCO APEX POWER TOWER                   117 16 11.5
 SA2227
 SA2227|---------------------------------------------------------------------|
 SA2227| PID    Reference Object                     Distance      Geod. Az  |
 SA2227|                                                           dddmmss.s |
 SA2227| SA2249 PASCO APEX POWER TOWER              APPROX. 4.9 KM 1154504.7 |
 SA2227| SA2251 KENNEWICK APEX POWER TOWER          APPROX. 4.7 KM 1283420.6 |
 SA2227| CF4378 APPROACH RM 2                         3.490 METERS 22205     |
 SA2227| SA2270 PASCO RADIO STATION KORD MAST       APPROX. 2.0 KM 2922146.9 |
 SA2227| SA2254 APPROACH 2                           20.779 METERS 29433     |
 SA2227|---------------------------------------------------------------------|
 SA2227
 SA2227                          SUPERSEDED SURVEY CONTROL
 SA2227
 SA2227  NAD 83(1991)-  46 13 15.69036(N)    119 06 10.00595(W) AD(       ) 2
 SA2227  NAD 83(1986)-  46 13 15.69780(N)    119 06 09.99922(W) AD(       ) 2
 SA2227  NAD 27      -  46 13 16.21000(N)    119 06 05.95800(W) AD(       ) 2
 SA2227
 SA2227.Superseded values are not recommended for survey control.
 SA2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2227.See file dsdata.txt to determine how the superseded data were derived.
 SA2227
 SA2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM3782820754(NAD 83)
 SA2227_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2227
 SA2227  HISTORY     - Date     Condition        Report By
 SA2227  HISTORY     - 1941     MONUMENTED       USE
 SA2227  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SA2227  HISTORY     - 1978     SEE DESCRIPTION  LOCENG
 SA2227  HISTORY     - 1979     GOOD             NGS
 SA2227  HISTORY     - 19901018 MARK NOT FOUND   USPSQD
 SA2227
 SA2227                          STATION DESCRIPTION
 SA2227
 SA2227'DESCRIBED BY US ENGINEERS 1941 (CWW)
 SA2227'IN PASCO, AT EAST END, NORTH WING WALL, OF HIGHWAY BRIDGE OVER
 SA2227'COLUMBIA RIVER FROM PASCO TO KENNEWICK.
 SA2227'
 SA2227'A STANDARD U.S. ARMY ENGINEERS BRONZE DISK SET IN WING WALL
 SA2227'AND STAMPED APPROACH 1941.
 SA2227
 SA2227                          STATION RECOVERY (1957)
 SA2227
 SA2227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA2227'RECOVERED IN GOOD CONDITION, IN THE SOUTHWEST SECTION OF PASCO,
 SA2227'11.2 FEET NORTH OF THE NORTHWEST CORNER OF THE CONCRETE, GUARD
 SA2227'RAIL OF THE OLD HIGHWAY BRIDGE OVER THE COLUMBIA RIVER.  13 FEET
 SA2227'WEST OF THE CENTERLINE OF THE HIGHWAY.
 SA2227'
 SA2227'THE STATION IS A CORPS OF ENGINEERS DISK STAMPED APPROACH 1942
 SA2227'SET IN THE CENTER OF THE CONCRETE SIDEWALK.
 SA2227'
 SA2227'REFERENCE MARK NUMBER 2 IS A CORPS OF ENGINEERS DISK STAMPED
 SA2227'APPROACH 1941 R M 2 SET IN THE TOP OF THE CONCRETE, WINGWALL, AT
 SA2227'THE NORTHWEST CORNER OF THE BRIDGE.
 SA2227'
 SA2227'TO REACH FROM FOURTH AVENUE AND LEWIS STREET IN PASCO, GO WEST
 SA2227'ON LEWIS STREET FOR 0.1 MILE, TURN LEFT ON TENTH AVENUE, GO 0.4
 SA2227'MILE TO THE NORTH APPROACH OF THE BRIDGE, PARK VEHICLE AND WALK
 SA2227'SOUTH, UP THE CONCRETE SIDEWALK TO THE STATION.
 SA2227
 SA2227                          STATION RECOVERY (1978)
 SA2227
 SA2227'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 SA2227'STATION RECOVERED IN GOOD CONDITION.  STATION IS SET IN SIDEWALK
 SA2227'AT NORTHWESTERLY CORNER OF OLD BRIDGE.  CONFUSION EXISTS BECAUSE
 SA2227'OF A RECOVERY NOTE STATING APPROACH IS ON A WING WALL.  STATION
 SA2227'ON WING WALL IS APPROACH RM 2.  BOTH STATIONS WILL PROBABLY BE
 SA2227'LOST WHEN OLD BRIDGE IS REMOVED.  A NEW BRIDGE IS UNDER
 SA2227'CONSTRUCTION PARALLEL TO OLD BRIDGE.
 SA2227
 SA2227                          STATION RECOVERY (1979)
 SA2227
 SA2227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SA2227'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO BE
 SA2227'IN GOOD CONDITION.  THE BRIDGE IS TO BE TAKEN DOWN AND THE MARKS WILL
 SA2227'BE DESTROYED.  SEE APPROACH USE 2.
 SA2227'
 SA2227'THE STATION IS LOCATED AT THE NORTH END OF THE OLD 10TH ST BRIDGE
 SA2227'OVER THE COLUMBIA RIVER IN PASCO.
 SA2227'
 SA2227'TO REACH THE STATION FROM THE POST OFFICE IN PASCO GO WEST ON LEWIS
 SA2227'STREET FOR 0.4 MILE TO THE INTERSECTION OF 10TH STREET.  TURN LEFT
 SA2227'AND GO SOUTH ON 10TH STREET FOR 0.4 MILE TO THE NORTH END OF THE OLD
 SA2227'BRIDGE AND THE STATION ON THE RIGHT IN THE SIDEWALK.
 SA2227'
 SA2227'THE STATION IS A STANDARD US ARMY CORPS OF ENGINEERS DISK STAMPED
 SA2227'---APPROACH 1942--- LOCATED 4.0 METERS (13 FEET) W FROM CENTER OF OLD
 SA2227'ROAD, 3.4 METERS (11 FEET) N FROM NORTH END OF GUARD RAIL ON OLD
 SA2227'BRIDGE, 0.9 METER (3 FEET) E FROM THE WEST EDGE OF SIDEWALK, AND 0.9
 SA2227'METER (3 FEET) W FROM THE EAST EDGE OF SIDEWALK.
 SA2227'
 SA2227'REFERENCE MARK NO. 2 IS A STANDARD US ARMY CORPS OF ENGINEERS DISK
 SA2227'STAMPED---APPROACH RM 2 1941--- LOCATED 6.1 METERS (20 FEET) W FROM
 SA2227'THE CENTER OF THE OLD ROAD, 0.3 METER (1 FOOT) N FROM THE NORTH END OF
 SA2227'GUARD RAIL, 2.4 METERS (8 FEET) W FROM THE EAST EDGE OF SIDEWALK, AND
 SA2227'0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 SA2227
 SA2227                          STATION RECOVERY (1990)
 SA2227
 SA2227'RECOVERY NOTE BY US POWER SQUADRON 1990 (WPK)
 SA2227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2254 ***********************************************************************
 SA2254  DESIGNATION -  APPROACH 2
 SA2254  PID         -  SA2254
 SA2254  STATE/COUNTY-  WA/FRANKLIN
 SA2254  USGS QUAD   -  PASCO (1992)
 SA2254
 SA2254                         *CURRENT SURVEY CONTROL
 SA2254  ___________________________________________________________________
 SA2254* NAD 83(1991)-  46 13 15.96938(N)    119 06 10.88867(W)     ADJUSTED  
 SA2254* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 SA2254  ___________________________________________________________________
 SA2254  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 SA2254  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SA2254
 SA2254  HORZ ORDER  -  THIRD
 SA2254
 SA2254.The horizontal coordinates were established by classical geodetic methods
 SA2254.and adjusted by the National Geodetic Survey in December 1991..
 SA2254.No horizontal observational check was made to the station.
 SA2254
 SA2254.The orthometric height was scaled from a topographic map.
 SA2254
 SA2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2254
 SA2254.The geoid height was determined by GEOID03.
 SA2254
 SA2254;                    North         East     Units Scale Factor Converg.
 SA2254;SPC WA S     -    99,629.504   607,769.803   MT  0.99993467   +1 00 53.1
 SA2254;SPC WA S     -   326,867.80  1,993,991.43   sFT  0.99993467   +1 00 53.1
 SA2254;UTM  11      - 5,120,763.597   337,809.280   MT  0.99992338   -1 31 07.5
 SA2254
 SA2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2254!SPC WA S     -   0.99998648  x   0.99993467  =   0.99992115
 SA2254!UTM  11      -   0.99998648  x   0.99992338  =   0.99990986
 SA2254
 SA2254|---------------------------------------------------------------------|
 SA2254| PID    Reference Object                     Distance      Geod. Az  |
 SA2254|                                                           dddmmss.s |
 SA2254| CF4379 APPROACH 2 RM 4                      22.201 METERS 01848     |
 SA2254| SA2256 APPROACH 2 AZ MK 2                  APPROX. 0.5 KM 0621856.7 |
 SA2254| SA2253 APPROACH 2 AZ MK                    APPROX. 0.5 KM 0621856.7 |
 SA2254| SA2227 APPROACH                             20.779 METERS 11433     |
 SA2254| SA2249 PASCO APEX POWER TOWER              APPROX. 4.9 KM 1154445.5 |
 SA2254| CF4378 APPROACH RM 2                        20.000 METERS 12406     |
 SA2254| SA2251 KENNEWICK APEX POWER TOWER          APPROX. 4.7 KM 1283040.7 |
 SA2254| SA2255 APPROACH 2 RM 3                      11.714 METERS 20637     |
 SA2254| SA2270 PASCO RADIO STATION KORD MAST       APPROX. 2.0 KM 2922023.8 |
 SA2254|---------------------------------------------------------------------|
 SA2254
 SA2254                          SUPERSEDED SURVEY CONTROL
 SA2254
 SA2254  NAD 83(1991)-  46 13 15.96990(N)    119 06 10.88790(W) AD(       ) 3
 SA2254  NAD 83(1986)-  46 13 15.97735(N)    119 06 10.88120(W) AD(       ) 3
 SA2254  NAD 27      -  46 13 16.48955(N)    119 06 06.83992(W) AD(       ) 3
 SA2254
 SA2254.Superseded values are not recommended for survey control.
 SA2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2254.See file dsdata.txt to determine how the superseded data were derived.
 SA2254
 SA2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM3780920764(NAD 83)
 SA2254_MARKER: DH = HORIZONTAL CONTROL DISK
 SA2254_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SA2254+WITH SETTING: PAVEMENT
 SA2254
 SA2254  HISTORY     - Date     Condition        Report By
 SA2254  HISTORY     - 1979     MONUMENTED       NGS
 SA2254  HISTORY     - 1980     GOOD             NGS
 SA2254
 SA2254                          STATION DESCRIPTION
 SA2254
 SA2254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SA2254'THE STATION IS LOCATED AT THE NORTH END OF THE 10TH STREET BRIDGE
 SA2254'OVER THE COLUMBIA RIVER IN PASCO.
 SA2254'
 SA2254'TO REACH THE STATION FROM THE POST OFFICE IN PASCO GO WEST ON LEWIS
 SA2254'STREET FOR 0.4 MILE TO THE INTERSECTION WITH 10TH STREET W, TURN LEFT
 SA2254'AND GO SOUTH ON 10TH STREET WEST FOR 0.4 MILE TO THE NORTH END OF THE
 SA2254'NEW BRIDGE AND THE STATION.
 SA2254'
 SA2254'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 SA2254'---APPROACH USE 2 1979--- SET IN A DRILL HOLE IN THE EAST SIDEWALK OF
 SA2254'THE NEW BRIDGE LOCATED 10.7 METERS (35 FEET) E FROM THE CENTER OF THE
 SA2254'ROAD, 1.5 METERS (5 FEET) E FROM THE EAST CURB, AND 0.9 METER (3
 SA2254'FEET) N FROM THE NORTH GUARD RAIL.
 SA2254'
 SA2254'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SA2254'STAMPED ---APPROACH USE 2 NO 3 1979--- SET IN A DRILL HOLE IN THE
 SA2254'SIDEWALK ON THE EAST SIDE OF THE STREET LOCATED 10.7 METERS (35 FEET)
 SA2254'S FROM THE END OF THE GUARD RAIL, 10.1 METERS (33 FEET) E FROM THE
 SA2254'CENTERLINE OF THE ROAD, 1.2 METERS (4 FEET) W FROM THE 1ST LIGHT POLE
 SA2254'ON BRIDGE, AND 0.6 METER (2 FEET) HIGHER THAN THE STATION.
 SA2254'
 SA2254'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SA2254'STAMPED ---APPROACH USE 2 NO 4 1979--- LOCATED 23.2 METERS (76 FEET)
 SA2254'N FROM THE END OF THE GUARD RAIL, 9.4 METERS (31 FEET) E FROM THE
 SA2254'CENTERLINE OF THE STREET, 2.4 METERS (8 FEET) SW FROM THE 1ST LIGHT
 SA2254'POLE NORTH OF THE GUARDRAIL, 7.6 METERS (25 FEET) E FROM THE EDGE OF
 SA2254'THE CURB, AND 0.6 METER (2 FEET) LOWER THAN THE STATION.
 SA2254'
 SA2254'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SA2254'STAMPED ---APPROACH USE 2 1979--- SET INTO THE TOP OF A ROUND
 SA2254'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2
 SA2254'INCHES) ABOVE THE GROUND LOCATED 13.7 METERS (45 FEET) N FROM THE
 SA2254'CENTER OF EAST AINSWORTH ST, 10.1 METERS (33 FEET) E FROM THE CENTER
 SA2254'OF A GRAVEL ROAD LEADING NORTH, AND 0.9 METER (3 FEET) N FROM A METAL
 SA2254'WITNESS POST.
 SA2254'
 SA2254'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON 10TH ST FOR
 SA2254'0.2 MILE TO THE INTERSECTION OF EAST AINSWORTH ST TURN RIGHT AND GO
 SA2254'EAST ON EAST AINSWORTH ST FOR 0.2 MILE TO A GRAVELED ROAD NORTH AND
 SA2254'THE MARK IN THE NORTH EAST CORNER OF THE INTERSECTION.
 SA2254
 SA2254                          STATION RECOVERY (1980)
 SA2254
 SA2254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SA2254'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 SA2254'RECOVERED IN GOOD CONDITION AT THE REQUEST OF THE CITY OF PASCO THE
 SA2254'AZIMUTH MARK WAS DESTROYED AND A NEW AZIMUTH MARK WAS ESTABLISHED AT
 SA2254'THIS DATE AT THE SAME GENERAL LOCATION.
 SA2254'
 SA2254'THE STATION IS LOCATED AT THE NORTH EAST END OF THE 10TH STREET
 SA2254'BRIDGE OVER THE COLUMBIA RIVER IN PASCO.
 SA2254'
 SA2254'TO REACH THE STATION FROM THE POST OFFICE AT THE INTERSECTION OF
 SA2254'LEWIS ST AND 3RD STREET IN PASCO GO WEST ON LEWIS ST FOR 0.4 MILE TO
 SA2254'THE INTERSECTION OF 10TH STREET.  TURN LEFT AND GO SOUTH ON 10TH
 SA2254'STREET FOR 0.4 MILE TO THE NORTHEAST END OF THE BRIDGE AND THE
 SA2254'STATION.
 SA2254'
 SA2254'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 SA2254'---APPROACH USE 2 1979---SET IN A DRILL HOLE IN THE EAST SIDE WALK
 SA2254'OF THE NEW BRIDGE LOCATED 10.7 METERS (35 FEET) E FROM THE CENTER OF
 SA2254'10TH STREET, 1.5 METERS (5 FEET) E FROM THE EAST CURB, AND 0.9 METER
 SA2254'(3 FEET) N FROM THE NORTH GUARD RAIL.
 SA2254'
 SA2254'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SA2254'STAMPED---APPROACH USE 2 NO 3 1979---SET IN A DRILL HOLE IN THE
 SA2254'EAST SIDE WALK IN THE BRIDGE LOCATED 10.7 METERS (35 FEET) S FROM THE
 SA2254'NORTH END OF THE GUARD RAIL, 10.1 METERS (33 FEET) E FROM THE
 SA2254'CENTERLINE OF THE BRIDGE, 1.2 METERS (4 FEET) W FROM THE FIRST LIGHT
 SA2254'POLE ON THE BRIDGE, AND 0.6 METER (2 FEET) HIGHER THAN THE STATION.
 SA2254'
 SA2254'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SA2254'STAMPED---APPROACH USE 2 NO 4 1979---SET IN A DRILL HOLE IN THE
 SA2254'EAST SIDE WALK OF THE BRIDGE APPROACH LOCATED 23.2 METERS (76 FEET) N
 SA2254'FROM THE END OF THE GUARD RAIL, 9.4 METERS (31 FEET) E FROM THE
 SA2254'CENTERLINE OF 10TH STREET, 2.4 METERS (8 FEET) SW FROM THE FIRST
 SA2254'LIGHT POLE NORTH OF THE GUARD RAIL, 0.76 METER (2.5 FEET) E FROM THE
 SA2254'EAST CURB, AND 0.6 METER (2 FEET) LOWER THAN THE STATION.
 SA2254'
 SA2254'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SA2254'STAMPED---APPROACH USE 2 1974 NO 2 1980---SET INTO THE TOP OF A
 SA2254'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE
 SA2254'GROUND LOCATED 17.4 METERS (57 FEET) N FROM THE CENTER LINE OF
 SA2254'AINSWORTH ST AND 0.3 METER (1 FOOT) N FROM A METAL WITNESS POST.
 SA2254'
 SA2254'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON 10TH STREET
 SA2254'FOR 0.5 MILE TO THE INTERSECTION OF AINSWORTH ST.  TURN RIGHT AND GO
 SA2254'EAST ON AINSWORTH STREET FOR 0.2 MILE TO THE INTERSECTION OF 7TH LANE
 SA2254'AND THE MARK IN THE NORTHEAST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1015 ***********************************************************************
 RC1015  DESIGNATION -  APRON
 RC1015  PID         -  RC1015
 RC1015  STATE/COUNTY-  WA/KLICKITAT
 RC1015  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC1015
 RC1015                         *CURRENT SURVEY CONTROL
 RC1015  ___________________________________________________________________
 RC1015* NAD 83(1986)-  45 37 05.     (N)    121 10 19.     (W)     SCALED    
 RC1015* NAVD 88     -        68.919  (meters)     226.11   (feet)  ADJUSTED  
 RC1015  ___________________________________________________________________
 RC1015  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC1015  DYNAMIC HT  -          68.918 (meters)     226.11  (feet)  COMP
 RC1015  MODELED GRAV-     980,604.5   (mgal)                       NAVD 88
 RC1015
 RC1015  VERT ORDER  -  SECOND    CLASS 0
 RC1015
 RC1015.This mark is at The Dalles Municipal Airport (DLS)
 RC1015
 RC1015.The horizontal coordinates were scaled from a topographic map and have
 RC1015.an estimated accuracy of +/- 6 seconds.
 RC1015
 RC1015.The orthometric height was determined by differential leveling
 RC1015.and adjusted by the National Geodetic Survey in June 1991..
 RC1015
 RC1015.The geoid height was determined by GEOID03.
 RC1015
 RC1015.The dynamic height is computed by dividing the NAVD 88
 RC1015.geopotential number by the normal gravity value computed on the
 RC1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1015.degrees latitude (g = 980.6199 gals.).
 RC1015
 RC1015.The modeled gravity was interpolated from observed gravity values.
 RC1015
 RC1015;                    North         East    Units  Estimated Accuracy
 RC1015;SPC WA S     -    31,870.      447,590.      MT  (+/- 180 meters Scaled)
 RC1015
 RC1015                          SUPERSEDED SURVEY CONTROL
 RC1015
 RC1015  NGVD 29 (??/??/92)   67.883  (m)          222.71   (f) ADJ UNCH    2 0
 RC1015
 RC1015.Superseded values are not recommended for survey control.
 RC1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1015.See file dsdata.txt to determine how the superseded data were derived.
 RC1015
 RC1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR425532(NAD 83)
 RC1015_MARKER: DD = SURVEY DISK
 RC1015_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RC1015+WITH SETTING: PAVEMENT
 RC1015_SP_SET: CONCRETE APRON
 RC1015_STAMPING: APRON 1945
 RC1015_MARK LOGO: USE   
 RC1015_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1015+STABILITY: SURFACE MOTION
 RC1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC1015+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1996
 RC1015
 RC1015  HISTORY     - Date     Condition        Report By
 RC1015  HISTORY     - 1945     MONUMENTED       USE
 RC1015  HISTORY     - 1959     GOOD             NGS
 RC1015  HISTORY     - 1968     MARK NOT FOUND   NGS
 RC1015  HISTORY     - 19900227 GOOD             NGS
 RC1015  HISTORY     - 19940615 GOOD             NGS
 RC1015  HISTORY     - 19960908 GOOD             CHANCE
 RC1015
 RC1015                          STATION DESCRIPTION
 RC1015
 RC1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RC1015'IN THE DALLES MUNICIPAL AIRPORT.
 RC1015'AT THE DALLES MUNICIPAL AIRPORT, IN THE SE TIP OF THE CONCRETE APRON
 RC1015'AT THE ADMINISTRATION BUILDING.  66 FT. NE OF E. CORNER OF THE
 RC1015'ADMINISTRATION BUILDING.  58 FT. N. OF A SMALL CAA BUILDING.
 RC1015
 RC1015                          STATION RECOVERY (1968)
 RC1015
 RC1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC1015'MARK NOT FOUND.
 RC1015
 RC1015                          STATION RECOVERY (1990)
 RC1015
 RC1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RC1015'THE STATION IS LOCATED ABOUT 53.1 KM (33.0 MI) SOUTHEAST OF TROUTLAKE,
 RC1015'35.4 KM (22.0 MI) SOUTHWEST OF GOLDENDALE, 27.4 KM (17.0 MI)
 RC1015'EAST-SOUTHEAST OF HOOD RIVER AND AT THE DALLESPORT AIRPORT.
 RC1015'TO REACH FROM THE POST OFFICE IN DALLESPORT, GO NORHWEST ON DALLESPORT
 RC1015'ROAD FOR 0.32 KM (0.20 MI) TO THE ENTRANCE TO THE DALLESPORT AIRPORT.
 RC1015'TURN RIGHT AND GO EASTERLY ON THE ENTRANCE ROAD FOR 0.24 KM
 RC1015'(0.15 MI) TO THE AIRPORT TERMINAL BUILDING AND THE STATION.
 RC1015'PERMISSION TO VISIT THE STATION SHOULD BE OBTAINED AT THE AIRPORT
 RC1015'OFFICE.
 RC1015'THE MARK IS SET IN A DRILL HOLE IN THE CONCRETE APRON.  IT IS 20.1 M
 RC1015'(65.9 FT) NORTHEAST OF THE EAST CORNER OF THE BUILDING, 13.7 M
 RC1015'(44.9 FT) NORTH OF A GATE AND AT THE SOUTHEAST TIP OF THE CONCRETE
 RC1015'PORTION OF THE AIRPLANE PARKING AREA.
 RC1015
 RC1015                          STATION RECOVERY (1994)
 RC1015
 RC1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 RC1015'THE STATION IS LOCATED NE OF THE TERMINAL BUILDING AT THE JUNCTION OF
 RC1015'THE CONCRETE APRON, ASPHALT RAMP, AND A GRASS AREA.  THE STATION IS A
 RC1015'STANDARD COE DISK STAMPED---APRON 1945---, CEMENTED INTO THE SE CORNER
 RC1015'OF THE CONCRETE APRON AND SET FLUSH WITH THE GROUND.
 RC1015
 RC1015                          STATION RECOVERY (1996)
 RC1015
 RC1015'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RC1015'THE STATION IS LOCATED APPROXIMATELY 18.5 MILES (29.8 KM) EAST OF HOOD
 RC1015'RIVER, OREGON, 2.0 MILES (3.2 KM) SOUTH OF STATE HIGHWAY 14 IN
 RC1015'WASHINGTON STATE, 1.5 MILES (2.4 KM) NORTH OF THE DALLES, OREGON AT
 RC1015'THE DALLES MUNICIPAL AIRPORT, AIRPORT MANAGER, PHONE 509-767-1134  TO
 RC1015'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 84 AND US HIGHWAY
 RC1015'197 EAST OF THE DALLES, OREGON, PROCEED NORTH ON US HWY 197 1.05 MILES
 RC1015'(1.69 KM) ACROSS THE COLUMBIA RIVER INTO WASHINGTON TO DALLESPORT ROAD
 RC1015'ON THE LEFT, TURN LEFT AND PROCEED WEST AND NORTHWEST ON DALLESPORT
 RC1015'ROAD 2.0 MILES (3.2 KM) TO JUNCTION WITH SIXTH AVENUE AND THE AIRPORT
 RC1015'ENTRANCE ON THE RIGHT, TURN RIGHT AND PROCEED EAST 0.1 MILES (0.2 KM)
 RC1015'TO A GATE AT THE SOUTHEAST END OF THE TERMINAL BUILDING, PROCEED
 RC1015'NORTHEAST THROUGH THE GATE 75 FT (22.9 M) TO THE STATION IN THE
 RC1015'SOUTHEAST CORNER OF THE APRON  THE STATION IS A US ARMY ENGINEERS
 RC1015'CONTROL STATION DISK SET IN THE CONCRETE APRON, SET FLUSH WITH THE
 RC1015'SURFACE.  THE STATION IS LOCATED 21.7 M (71.2 FT) EAST OF THE
 RC1015'NORTHEAST CORNER OF THE TERMINAL BUILDING, 20.1 M (65.9 FT) NORTH OF
 RC1015'THE NORTHWEST CORNER OF A SHED, 25.4 M (83.3 FT) NORTHEAST OF THE
 RC1015'CENTERLINE OF THE ENTRANCE GATE  REFERENCE MONUMENTS RM 1 AND RM 2
 RC1015'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2341 ***********************************************************************
 SC2341  DESIGNATION -  APRON 2 1939
 SC2341  PID         -  SC2341
 SC2341  STATE/COUNTY-  WA/PACIFIC
 SC2341  USGS QUAD   -  LONG ISLAND (1984)
 SC2341
 SC2341                         *CURRENT SURVEY CONTROL
 SC2341  ___________________________________________________________________
 SC2341* NAD 83(1991)-  46 28 57.62022(N)    123 59 36.39279(W)     ADJUSTED  
 SC2341* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 SC2341  ___________________________________________________________________
 SC2341  LAPLACE CORR-          16.52  (seconds)                    DEFLEC99
 SC2341  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 SC2341
 SC2341  HORZ ORDER  -  THIRD
 SC2341
 SC2341.The horizontal coordinates were established by classical geodetic methods
 SC2341.and adjusted by the National Geodetic Survey in December 1991..
 SC2341
 SC2341.The orthometric height was scaled from a topographic map.
 SC2341
 SC2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2341
 SC2341.The geoid height was determined by GEOID03.
 SC2341
 SC2341;                    North         East     Units Scale Factor Converg.
 SC2341;SPC WA S     -   133,687.454   231,859.288   MT  0.99991619   -2 32 15.4
 SC2341;SPC WA S     -   438,606.26    760,691.68   sFT  0.99991619   -2 32 15.4
 SC2341;UTM  10      - 5,148,157.374   423,747.265   MT  0.99967147   -0 43 13.6
 SC2341
 SC2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2341!SPC WA S     -   0.99999889  x   0.99991619  =   0.99991508
 SC2341!UTM  10      -   0.99999889  x   0.99967147  =   0.99967036
 SC2341
 SC2341                          SUPERSEDED SURVEY CONTROL
 SC2341
 SC2341  NAD 83(1991)-  46 28 57.61959(N)    123 59 36.39245(W) AD(       ) 3
 SC2341  NAD 83(1986)-  46 28 57.62102(N)    123 59 36.37319(W) AD(       ) 3
 SC2341  NAD 27      -  46 28 58.26325(N)    123 59 31.79080(W) AD(       ) 3
 SC2341
 SC2341.Superseded values are not recommended for survey control.
 SC2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2341.See file dsdata.txt to determine how the superseded data were derived.
 SC2341
 SC2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2374748157(NAD 83)
 SC2341_MARKER: Z = SEE DESCRIPTION
 SC2341_SETTING: 0 = UNSPECIFIED SETTING
 SC2341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2341
 SC2341  HISTORY     - Date     Condition        Report By
 SC2341  HISTORY     - 1939     MONUMENTED       CGS
 SC2341  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2341
 SC2341                          STATION DESCRIPTION
 SC2341
 SC2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2341'THIS STATION IS ON THE W SIDE OF LONG ISLAND, ABOUT ONE MILE S OF THE
 SC2341'N END OF THE ISLAND, ON AN OLD SLIDE, 10 FEET ABOVE THE HIGH-WATER
 SC2341'LINE, AND 4 METERS W OF THE FOOT OF A HIGH SANDSTONE CLIFF, AND
 SC2341'4.5 METERS E OF THE EDGE OF THE SLIDE.
 SC2341'
 SC2341'THE SURFACE MARK IS A STANDARD DISK CEMENTED IN THE TOP END OF A
 SC2341'3-FOOT SECTION OF 4-INCH CAST-IRON SOIL PIPE, WHICH PROJECTS 4 INCHES
 SC2341'ABOVE THE GROUND SURFACE.
 SC2341'
 SC2341'THE SUBSURFACE MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS OF
 SC2341'CONCRETE 42 INCHES BELOW THE SURFACE, IN SOFT SANDSTONE.
 SC2341'
 SC2341'REFERENCE MARKS ARE STANDARD REFERENCE DISKS CEMENTED IN THE TOP
 SC2341'ENDS OF 3-FOOT SECTIONS OF 4-INCH CAST-IRON SOIL PIPE, WHICH
 SC2341'PROJECT 6 INCHES ABOVE THE GROUND SURFACE.
 SC2341'
 SC2341'DISTANCES TO REFERENCE MARKS NOT MEASURED.
 SC2341'
 SC2341'THIS IS AN INTERSECTION STATION.
 SC2341
 SC2341                          STATION RECOVERY (1953)
 SC2341
 SC2341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2341'NOT RECOVERED.  A ONE-HOUR SEARCH OF THE AREA DID NOT REVEAL THE
 SC2341'STATION OR REFERENCE MARKS.  THERE ARE SEVERAL SLIDES IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3351 ***********************************************************************
 SY3351  DESIGNATION -  ARC
 SY3351  PID         -  SY3351
 SY3351  STATE/COUNTY-  WA/MASON
 SY3351  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3351
 SY3351                         *CURRENT SURVEY CONTROL
 SY3351  ___________________________________________________________________
 SY3351* NAD 83(1991)-  47 11 53.52606(N)    122 56 18.10647(W)     ADJUSTED  
 SY3351* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3351  ___________________________________________________________________
 SY3351  LAPLACE CORR-          -8.11  (seconds)                    DEFLEC99
 SY3351  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 SY3351
 SY3351  HORZ ORDER  -  THIRD
 SY3351
 SY3351.The horizontal coordinates were established by classical geodetic methods
 SY3351.and adjusted by the National Geodetic Survey in December 1991..
 SY3351
 SY3351.The orthometric height was scaled from a topographic map.
 SY3351
 SY3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3351
 SY3351.The geoid height was determined by GEOID03.
 SY3351
 SY3351;                    North         East     Units Scale Factor Converg.
 SY3351;SPC WA S     -   210,142.384   315,269.418   MT  0.99997189   -1 46 16.4
 SY3351;SPC WA S     -   689,442.14  1,034,346.42   sFT  0.99997189   -1 46 16.4
 SY3351;UTM  10      - 5,227,191.770   504,668.638   MT  0.99960027   +0 02 42.8
 SY3351
 SY3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3351!SPC WA S     -   1.00000328  x   0.99997189  =   0.99997517
 SY3351!UTM  10      -   1.00000328  x   0.99960027  =   0.99960355
 SY3351
 SY3351:                Primary Azimuth Mark                     Grid Az
 SY3351:SPC WA S     -  JOR                                      107 35 02.6
 SY3351:UTM  10      -  JOR                                      105 46 03.4
 SY3351
 SY3351|---------------------------------------------------------------------|
 SY3351| PID    Reference Object                     Distance      Geod. Az  |
 SY3351|                                                           dddmmss.s |
 SY3351| SY3314 JOR                                 APPROX. 1.1 KM 1054846.2 |
 SY3351| SY3349 ARCADIA LIGHT 1936                    5.815 METERS 15123     |
 SY3351| CE3341 ARC RM 1                             25.330 METERS 19135     |
 SY3351| CE3342 ARC WM                               10.980 METERS 21817     |
 SY3351|---------------------------------------------------------------------|
 SY3351
 SY3351                          SUPERSEDED SURVEY CONTROL
 SY3351
 SY3351  NAD 83(1986)-  47 11 53.52368(N)    122 56 18.11484(W) AD(       ) 3
 SY3351  NAD 27      -  47 11 54.17100(N)    122 56 13.61800(W) AD(       ) 3
 SY3351
 SY3351.Superseded values are not recommended for survey control.
 SY3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3351.See file dsdata.txt to determine how the superseded data were derived.
 SY3351
 SY3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0466927192(NAD 83)
 SY3351_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3351
 SY3351  HISTORY     - Date     Condition        Report By
 SY3351  HISTORY     - 1936     MONUMENTED       CGS
 SY3351  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY3351  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SY3351  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3351  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3351
 SY3351                          STATION DESCRIPTION
 SY3351
 SY3351'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3351'LOCATED ON ARCADIA POINT AT THE SOUTHERN ENTRANCE TO HAMMERSLEY
 SY3351'INLET.  STATION LOCATED ON HIGH-WATER LINE AT THE NORTHERNMOST
 SY3351'POINT OF SANDY BEACH WITH A DRY STREAM BED RUNNING INSHORE FROM
 SY3351'STATION.  STATION IS 15 FEET OFFSHORE FROM 6-FOOT BANK.  A 2-INCH
 SY3351'TRIANGLE OF TACKS WAS DRIVEN IN POST SUPPORTING ARCADIA LIGHT,
 SY3351'5.82 METERS SE OF STATION.
 SY3351'
 SY3351'SURFACE AND UNDERGROUND MARKS, AND REFERENCE MARK NO.1 ARE STANDARD
 SY3351'BRONZE DISKS IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 SY3351'
 SY3351'REFERENCE MARK NO.1 IS PLACED ON NORTHERN EDGE OF GRASSY POINT
 SY3351'ON STORM-WATER LINE S OF STATION.
 SY3351'
 SY3351'WITNESS MARK IS MARKED, AS DESCRIBED IN NOTE 15A, BY A
 SY3351'TRIANGULAR BLAZE ON A LARGE, LONE MAPLE TREE SW OF STATION.
 SY3351
 SY3351                          STATION RECOVERY (1952)
 SY3351
 SY3351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 SY3351'STATION IS 6 MILES E OF SHELTON ON ARCADIA POINT APPROXIMATELY
 SY3351'8-1/2 METERS N OF SOUTHEAST CORNER OF OLD CONCRETE FOUNDATION, 2
 SY3351'METERS S OF WEST SIDE OF ARCADIA LIGHT, 1-1/2 METERS E OF SAME
 SY3351'CONCRETE FOUNDATION.  SURFACE MARK HAS BEEN DISTURBED AND IS NOT
 SY3351'EXACTLY OVER SUB-SURFACE MARK.  THE OLD LIGHT IS GONE AND THE
 SY3351'TRIANGLE OF TACKS PREVIOUSLY DESCRIBED IS GONE.
 SY3351'
 SY3351'REFERENCE MARK NO. 1 WAS NOT FOUND BUT NO EXTENSIVE SEARCH
 SY3351'WAS MADE.
 SY3351'
 SY3351'THERE IS A TIDAL BENCH MARK NO. 6 1952, 2 FEET W OF EAST CORNER
 SY3351'OF CONCRETE FOUNDATION PREVIOUSLY MENTIONED.
 SY3351
 SY3351                          STATION RECOVERY (1957)
 SY3351
 SY3351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GAN)
 SY3351'CENTER MARK RECOVERED IN GOOD CONDITION.  THE GROUND IN THIS AREA
 SY3351'HAS BEEN FILLED, AND THE GRADE IS NOW ABOUT 3 FT. HIGHER.  A
 SY3351'CONCRETE TILE, ABOUT 20 IN. IN DIAMETER, THE TOP LEVEL WITH THE
 SY3351'GROUND SURFACE, HAD BEEN PLACED AROUND THE CENTER
 SY3351'MARK.  ACCORDINGLY, THE FORMER SURFACE MARK IS NOW ABOUT 3
 SY3351'FT. BELOW THE PRESENT GROUND LEVEL.  THE NAVIGATION LIGHT HAS
 SY3351'BEEN MOVED AND IS NOW ABOUT 50 FT. N OF THE STATION.  THE
 SY3351'REFERENCE MARKS WERE NOT SEARCHED FOR.
 SY3351
 SY3351                          STATION RECOVERY (1958)
 SY3351
 SY3351'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3351'STATION RECOVERED BUT THE FOLLOWING SHOULD BE DELETED FROM PRESENT
 SY3351'DESCRIPTION--
 SY3351'
 SY3351'DELETE--THE LIGHT POST (ARCADIA LIGHT) NO LONGER EXISTS.
 SY3351'
 SY3351'THE FOLLOWING SHOULD BE ADDED TO THE DESCRIPTION--
 SY3351'
 SY3351'THE STATION IS 46.2 FT. S OF THE CENTER OF A LIGHT.  IT IS 14.5
 SY3351'FT. W OF A CONCRETE RETAINING WALL, AND IT IS 13.5 FT. E OF THE E
 SY3351'CORNER OF STEPS LEADING DOWN TO A SMALL BOAT MOORAGE.  THE STATION
 SY3351'IS PROTECTED BY A 2-1/2 FT. DIAMETER CONCRETE CASING AND IT IS 1.5
 SY3351'FT. BELOW GROUND SURFACE.  THE REFERENCE DISTANCE FROM THE
 SY3351'TRIANGULAR BLAZE ON MAPLE TREE IS SATISFACTORY.
 SY3351
 SY3351                          STATION RECOVERY (1967)
 SY3351
 SY3351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3351'THE STATION AND REFERENCE MARK WERE NOT RECOVERED.  THE AREA HAS
 SY3351'BEEN FILLED AND A HOME BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG9672 ***********************************************************************
 DG9672  DESIGNATION -  ARC
 DG9672  PID         -  DG9672
 DG9672  STATE/COUNTY-  WA/THURSTON
 DG9672  USGS QUAD   -  TUMWATER (1994)
 DG9672
 DG9672                         *CURRENT SURVEY CONTROL
 DG9672  ___________________________________________________________________
 DG9672* NAD 83(1986)-  47 00 26.     (N)    122 54 34.     (W)     SCALED    
 DG9672* NAVD 88     -        53.014  (meters)     173.93   (feet)  ADJUSTED  
 DG9672  ___________________________________________________________________
 DG9672  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 DG9672  DYNAMIC HT  -          53.024 (meters)     173.96  (feet)  COMP
 DG9672  MODELED GRAV-     980,809.7   (mgal)                       NAVD 88
 DG9672
 DG9672  VERT ORDER  -  SECOND    CLASS I
 DG9672
 DG9672.The horizontal coordinates were scaled from a topographic map and have
 DG9672.an estimated accuracy of +/- 6 seconds.
 DG9672
 DG9672.The orthometric height was determined by differential leveling
 DG9672.and adjusted by the National Geodetic Survey in July 2005..
 DG9672
 DG9672.The geoid height was determined by GEOID03.
 DG9672
 DG9672.The dynamic height is computed by dividing the NAVD 88
 DG9672.geopotential number by the normal gravity value computed on the
 DG9672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9672.degrees latitude (g = 980.6199 gals.).
 DG9672
 DG9672.The modeled gravity was interpolated from observed gravity values.
 DG9672
 DG9672;                    North         East    Units  Estimated Accuracy
 DG9672;SPC WA S     -   188,850.      316,810.      MT  (+/- 180 meters Scaled)
 DG9672
 DG9672                          SUPERSEDED SURVEY CONTROL
 DG9672
 DG9672.No superseded survey control is available for this station.
 DG9672
 DG9672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET068059(NAD 83)
 DG9672_MARKER: F = FLANGE-ENCASED ROD
 DG9672_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9672_STAMPING: ARC 2004
 DG9672_MARK LOGO: WADT  
 DG9672_PROJECTION: RECESSED 16 CENTIMETERS
 DG9672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9672+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2004
 DG9672_ROD/PIPE-DEPTH: 7.7  meters
 DG9672
 DG9672  HISTORY     - Date     Condition        Report By
 DG9672  HISTORY     - 20041028 MONUMENTED       WADT
 DG9672
 DG9672                          STATION DESCRIPTION
 DG9672
 DG9672'DESCRIBED BY WA DEPT OF TRANSP 2004 (BT)
 DG9672'TO REACH THE STATION FROM THE JUNCTION OF SR 005 (MP 111.94) AND SR
 DG9672'510, IN LACEY, GO  SOUTHWEST 7.6 MILES ALONG SR 005 TO THE EXIT TO 2ND
 DG9672'AVE (EXIT NO. 104). BEAR RIGHT AND  FOLLOW THE EXIT RAMP TO THE STOP
 DG9672'SIGN AT THE TOP OF THE RAMP. GO STRAIGHT THROUGH THE  INTERSECTION AND
 DG9672'CONTINUE SOUTHERLY 0.75 MILES ALONG 2ND AVE TO THE INTERSECTION WITH
 DG9672'LINWOOD AVE SW AND MARK ON RIGHT. IT IS LOCATED IN THE NORTHWEST
 DG9672'QUADRANT OF THE  INTERSECTION, SOUTHWEST OF A ARMORY BUILDING, 3.2
 DG9672'METERS SOUTHWEST OF THE SOUTHEAST  FENCE CORNER FOR ARMORY GROUNDS,
 DG9672'8.1 METERS NORTHWEST OF THE APPROXIMATE  CENTERLINE OF 2ND AVE SW,
 DG9672'10.9 METERS NORTHEAST OF THE APPROXIMATE CENTERLINE OF  LINDWOOD AVE
 DG9672'SW, 1.8 METER NORHTEAST OF A WOODEN POWER POLE NO.
 DG9672'561966/139920/349710  AND 1.8 METERS NORTHEAST OF A ORANGE WITNESS
 DG9672'POST. THE MARK IS A WSDOT ALUMINUM DISK  SET ON THE TOP OF A METAL ROD
 DG9672'WHICH WAS DRIVEN 25 FEET TO GRADUAL REFUSAL, AND IS  UNDER A WSDOT
 DG9672'MONUMENT CASE AND COVER WHICH IS SET LEVEL WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3349 ***********************************************************************
 SY3349  DESIGNATION -  ARCADIA LIGHT 1936
 SY3349  PID         -  SY3349
 SY3349  STATE/COUNTY-  WA/MASON
 SY3349  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3349
 SY3349                         *CURRENT SURVEY CONTROL
 SY3349  ___________________________________________________________________
 SY3349* NAD 83(1991)-  47 11 53.36075(N)    122 56 17.97417(W)     ADJUSTED  
 SY3349* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3349  ___________________________________________________________________
 SY3349  LAPLACE CORR-          -8.10  (seconds)                    DEFLEC99
 SY3349  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 SY3349
 SY3349  HORZ ORDER  -  THIRD
 SY3349
 SY3349.The horizontal coordinates were established by classical geodetic methods
 SY3349.and adjusted by the National Geodetic Survey in December 1991..
 SY3349
 SY3349.The orthometric height was scaled from a topographic map.
 SY3349
 SY3349.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3349
 SY3349.The geoid height was determined by GEOID03.
 SY3349
 SY3349;                    North         East     Units Scale Factor Converg.
 SY3349;SPC WA S     -   210,137.195   315,272.043   MT  0.99997188   -1 46 16.3
 SY3349;SPC WA S     -   689,425.11  1,034,355.03   sFT  0.99997188   -1 46 16.3
 SY3349;UTM  10      - 5,227,186.669   504,671.426   MT  0.99960027   +0 02 42.9
 SY3349
 SY3349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3349!SPC WA S     -   1.00000328  x   0.99997188  =   0.99997516
 SY3349!UTM  10      -   1.00000328  x   0.99960027  =   0.99960355
 SY3349
 SY3349                          SUPERSEDED SURVEY CONTROL
 SY3349
 SY3349  NAD 83(1986)-  47 11 53.35837(N)    122 56 17.98255(W) AD(       ) 4
 SY3349  NAD 27      -  47 11 54.00500(N)    122 56 13.48700(W) AD(       ) 3
 SY3349
 SY3349.Superseded values are not recommended for survey control.
 SY3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3349.See file dsdata.txt to determine how the superseded data were derived.
 SY3349
 SY3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0467127187(NAD 83)
 SY3349
 SY3349  HISTORY     - Date     Condition        Report By
 SY3349  HISTORY     - 1936     MONUMENTED       CGS
 SY3349  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SY3349
 SY3349                          STATION DESCRIPTION
 SY3349
 SY3349'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3349'THE LIGHT IS ON A WHITE ARM ON POST AT ARCADIA.
 SY3349
 SY3349                          STATION RECOVERY (1957)
 SY3349
 SY3349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GAN)
 SY3349'THIS LIGHT HAS BEEN MOVED ABOUT 50 FT. N OF ITS ORIGINAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0784 ***********************************************************************
 SD0784  DESIGNATION -  ARCH
 SD0784  PID         -  SD0784
 SD0784  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0784  USGS QUAD   -  TUNNEL ISLAND (1993)
 SD0784
 SD0784                         *CURRENT SURVEY CONTROL
 SD0784  ___________________________________________________________________
 SD0784* NAD 83(1991)-  47 27 47.18087(N)    124 20 46.37703(W)     ADJUSTED  
 SD0784* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 SD0784  ___________________________________________________________________
 SD0784  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 SD0784  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 SD0784
 SD0784  HORZ ORDER  -  THIRD
 SD0784
 SD0784.The horizontal coordinates were established by classical geodetic methods
 SD0784.and adjusted by the National Geodetic Survey in December 1991..
 SD0784
 SD0784.The orthometric height was scaled from a topographic map.
 SD0784
 SD0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0784
 SD0784.The geoid height was determined by GEOID03.
 SD0784
 SD0784;                    North         East     Units Scale Factor Converg.
 SD0784;SPC WA S     -   243,807.280   210,114.970   MT  1.00003229   -2 47 37.9
 SD0784;SPC WA S     -   799,891.05    689,352.20   sFT  1.00003229   -2 47 37.9
 SD0784;SPC WA N     -    57,533.288   235,231.630   MT  1.00000709   -2 36 55.5
 SD0784;SPC WA N     -   188,757.13    771,755.77   sFT  1.00000709   -2 36 55.5
 SD0784;UTM  10      - 5,257,507.808   398,541.649   MT  0.99972650   -0 59 31.3
 SD0784
 SD0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0784!SPC WA S     -   1.00000156  x   1.00003229  =   1.00003385
 SD0784!SPC WA N     -   1.00000156  x   1.00000709  =   1.00000865
 SD0784!UTM  10      -   1.00000156  x   0.99972650  =   0.99972806
 SD0784
 SD0784|---------------------------------------------------------------------|
 SD0784| PID    Reference Object                     Distance      Geod. Az  |
 SD0784|                                                           dddmmss.s |
 SD0784| DD9332 ARCH RM                                            11157     |
 SD0784| SD0686 DESTRUCTION ISLAND LH               APPROX.25.8 KM 3354707.7 |
 SD0784|---------------------------------------------------------------------|
 SD0784
 SD0784                          SUPERSEDED SURVEY CONTROL
 SD0784
 SD0784  NAD 83(1986)-  47 27 47.16811(N)    124 20 46.39933(W) AD(       ) 3
 SD0784  NAD 27      -  47 27 47.90500(N)    124 20 41.12100(W) AD(       ) 3
 SD0784
 SD0784.Superseded values are not recommended for survey control.
 SD0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0784.See file dsdata.txt to determine how the superseded data were derived.
 SD0784
 SD0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT9854257508(NAD 83)
 SD0784_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SD0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0784
 SD0784  HISTORY     - Date     Condition        Report By
 SD0784  HISTORY     - 1929     MONUMENTED       CGS
 SD0784  HISTORY     - 1930     SEE DESCRIPTION  CGS
 SD0784  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SD0784  HISTORY     - 1961     SEE DESCRIPTION  RAYONI
 SD0784
 SD0784                          STATION DESCRIPTION
 SD0784
 SD0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RDH)
 SD0784'STATION IS A REGULAR STATION MARK SET IN A 12- BY 12- BY 36-INCH
 SD0784'BLOCK OF CONCRETE EXTENDING ABOUT 1 FOOT ABOVE THE GROUND WITH THE
 SD0784'SUBSURFACE MARK A CEDAR PEG 2 BY 2 BY 24 INCHES DRIVEN FLUSH WITH
 SD0784'THE BOTTOM OF THE HOLE IN WHICH THE SURFACE IS SET.  A NAIL MARKS
 SD0784'THE CENTER OF THE MARK.  STATION IS ON THE NW CORNER OF THE LARGE
 SD0784'ISLAND AT THE MOUTH OF THE RAFT RIVER ABOUT 4 METERS FROM THE N
 SD0784'BLUFF AND 4 METERS FROM THE W BLUFF.  THE STATION IS 11 FEET W OF
 SD0784'THE CENTER OF THE MOST NORTHWESTERLY LARGE SPRUCE TREE ON THE
 SD0784'ISLAND (ABOUT 4 FEET IN DIAMETER) WHICH IS BLAZED ON THE E SIDE
 SD0784'WITH A TRIANGLE.  THE ISLAND WAS CLIMBED FROM THE E SIDE NEAR A
 SD0784'LARGE BOULDER AT ABOUT THE CENTER OF THE SIDE.
 SD0784'
 SD0784'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SD0784'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SD0784'
 SD0784'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 SD0784
 SD0784                          STATION RECOVERY (1930)
 SD0784
 SD0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (KTA)
 SD0784'STATION WAS RECOVERED, AS DESCRIBED.  A HYDROGRAPHIC SIGNAL WAS
 SD0784'BUILT ON THE STATION.
 SD0784
 SD0784                          STATION RECOVERY (1953)
 SD0784
 SD0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAS)
 SD0784'THIS STATION WAS RECOVERED IN APRIL 1953 AND WAS FOUND AS DESCRIBED.
 SD0784'THE REFERENCE MARK WAS NOT FOUND, BUT A DILIGENT SEARCH WAS NOT
 SD0784'MADE.  THE AREA IS DENSELY COVERED WITH BRUSH, AND ONLY ENOUGH WAS
 SD0784'CUT SO THAT IT WAS POSSIBLE TO SET UP AN INSTRUMENT AND SIGHT
 SD0784'DESTRUCTION ISLAND AND THE BEACH TO THE NE.  THE STATION IS IN GOOD
 SD0784'CONDITION, AND THERE IS NO DANGER OF ITS BEING WASHED OUT.
 SD0784
 SD0784                          STATION RECOVERY (1961)
 SD0784
 SD0784'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1961
 SD0784'BOTH THE STATION AND REFERENCE MARK WERE IN GOOD CONDITION BUT
 SD0784'SLIGHTLY LOOSE IN THE GROUND. THE REFERENCE MARK BEARS S65 DEG E
 SD0784'FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0795 ***********************************************************************
 SD0795  DESIGNATION -  ARCH 1927
 SD0795  PID         -  SD0795
 SD0795  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0795  USGS QUAD   -  TAHOLAH (1993)
 SD0795
 SD0795                         *CURRENT SURVEY CONTROL
 SD0795  ___________________________________________________________________
 SD0795* NAD 83(1991)-  47 17 45.45087(N)    124 17 03.73157(W)     ADJUSTED  
 SD0795* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SD0795  ___________________________________________________________________
 SD0795  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 SD0795  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 SD0795
 SD0795  HORZ ORDER  -  THIRD
 SD0795
 SD0795.The horizontal coordinates were established by classical geodetic methods
 SD0795.and adjusted by the National Geodetic Survey in December 1991..
 SD0795
 SD0795.The orthometric height was scaled from a topographic map.
 SD0795
 SD0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0795
 SD0795.The geoid height was determined by GEOID03.
 SD0795
 SD0795;                    North         East     Units Scale Factor Converg.
 SD0795;SPC WA S     -   225,019.853   213,881.371   MT  0.99999166   -2 44 56.2
 SD0795;SPC WA S     -   738,252.63    701,709.13   sFT  0.99999166   -2 44 56.2
 SD0795;UTM  10      - 5,238,853.633   402,896.182   MT  0.99971588   -0 56 38.1
 SD0795
 SD0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0795!SPC WA S     -   1.00000351  x   0.99999166  =   0.99999517
 SD0795!UTM  10      -   1.00000351  x   0.99971588  =   0.99971939
 SD0795
 SD0795:                Primary Azimuth Mark                     Grid Az
 SD0795:SPC WA S     -  QUINAULT                                 352 36 08.2
 SD0795:UTM  10      -  QUINAULT                                 350 47 50.1
 SD0795
 SD0795|---------------------------------------------------------------------|
 SD0795| PID    Reference Object                     Distance      Geod. Az  |
 SD0795|                                                           dddmmss.s |
 SD0795| SD0791 QUINAULT                            APPROX. 5.6 KM 3495112.0 |
 SD0795|---------------------------------------------------------------------|
 SD0795
 SD0795                          SUPERSEDED SURVEY CONTROL
 SD0795
 SD0795  NAD 83(1986)-  47 17 45.43895(N)    124 17 03.73909(W) AD(       ) 3
 SD0795  NAD 27      -  47 17 46.13800(N)    124 16 59.07600(W) AD(       ) 3
 SD0795
 SD0795.Superseded values are not recommended for survey control.
 SD0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0795.See file dsdata.txt to determine how the superseded data were derived.
 SD0795
 SD0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT0289638854(NAD 83)
 SD0795
 SD0795  HISTORY     - Date     Condition        Report By
 SD0795  HISTORY     - 1927     MONUMENTED       CGS
 SD0795  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SD0795
 SD0795                          STATION DESCRIPTION
 SD0795
 SD0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (TJM)
 SD0795'STATION IS ABOUT 4 FEET SSW OF HIGHEST POINT OF GRENVILLE ARCH OFF
 SD0795'GRENVILLE POINT, WASHINGTON.  HIGHEST POINT IS LESS THAN A FOOT ABOVE
 SD0795'MARK.
 SD0795'
 SD0795'STATION IS MARKED BY A STANDARD TOPOGRAPHIC STATION MARK SET IN
 SD0795'CEMENT IN A DRILL HOLE IN ROCK.  A STANDARD TRIANGULATION DISK WAS
 SD0795'NOT AVAILABLE.  THERE ARE NO REFERENCE MARKS.  LANDING AND SCALING
 SD0795'ROCK IS DIFFICULT AND IMPOSSIBLE EXCEPT IN GOOD WEATHER.  LANDING
 SD0795'WAS MADE ON SEASIDE ON NW PART OF ROCK WHERE IT IS EASIEST TO SCALE
 SD0795'ROCK.
 SD0795
 SD0795                          STATION RECOVERY (1962)
 SD0795
 SD0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SD0795'THE STATION WAS NOT VISITED, BUT THE COAST GUARD WAS CONTACTED ABOUT
 SD0795'THE POSSIBILITY OF GOING OUT TO THE ROCK.  THEY RECOMMENDED USING A
 SD0795'HELICOPTER OR WAITING FOR VERY CALM WEATHER.  THEY THOUGHT
 SD0795'OCASIONALLY DURING THE SUMMER IT WOULD PROBABLY BE CALM ENOUGH TO
 SD0795'LAND SOMEONE ON THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2148 ***********************************************************************
 RD2148  DESIGNATION -  ARCHER
 RD2148  PID         -  RD2148
 RD2148  STATE/COUNTY-  WA/SKAMANIA
 RD2148  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2148
 RD2148                         *CURRENT SURVEY CONTROL
 RD2148  ___________________________________________________________________
 RD2148* NAD 83(1991)-  45 36 47.33128(N)    122 06 00.45645(W)     ADJUSTED  
 RD2148* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 RD2148  ___________________________________________________________________
 RD2148  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 RD2148  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 RD2148
 RD2148  HORZ ORDER  -  THIRD
 RD2148
 RD2148.The horizontal coordinates were established by classical geodetic methods
 RD2148.and adjusted by the National Geodetic Survey in December 1991..
 RD2148
 RD2148.The orthometric height was scaled from a topographic map.
 RD2148
 RD2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2148
 RD2148.The geoid height was determined by GEOID03.
 RD2148
 RD2148;                    North         East     Units Scale Factor Converg.
 RD2148;SPC WA S     -    32,368.037   375,189.352   MT  1.00005717   -1 09 44.4
 RD2148;SPC WA S     -   106,194.13  1,230,933.73   sFT  1.00005717   -1 09 44.4
 RD2148;SPC OR N     -   217,534.680 2,375,205.491   MT  0.99992464   -1 08 05.2
 RD2148;SPC OR N     -   713,696.46  7,792,668.93   iFT  0.99992464   -1 08 05.2
 RD2148;UTM  10      - 5,051,460.763   570,163.205   MT  0.99966052   +0 38 35.2
 RD2148
 RD2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2148!SPC WA S     -   0.99994983  x   1.00005717  =   1.00000700
 RD2148!SPC OR N     -   0.99994983  x   0.99992464  =   0.99987448
 RD2148!UTM  10      -   0.99994983  x   0.99966052  =   0.99961037
 RD2148
 RD2148|---------------------------------------------------------------------|
 RD2148| PID    Reference Object                     Distance      Geod. Az  |
 RD2148|                                                           dddmmss.s |
 RD2148| CE2272 ARCHER RM 2                           3.590 METERS 06704     |
 RD2148| RC2398 BONNEVILLE SW BARRACKS SW COR       APPROX.11.2 KM 0783953.3 |
 RD2148| CE2270 ARCHER AZ MK                                       0795308.0 |
 RD2148| RC2406 SMALL FISHHSE GABLE NR RIM          APPROX. 9.5 KM 0804128.0 |
 RD2148| RD2134 SKAMANIA SCHOOL CUPOLA              APPROX. 4.0 KM 0841042.8 |
 RD2148| RD2121 MCGOWAN LIGHT                       APPROX. 5.6 KM 0912830.9 |
 RD2148| RD2130 DODSON COLUMBIA RIV POTTERY FS      APPROX. 5.1 KM 0984627.7 |
 RD2148| CE2271 ARCHER RM 1                           8.709 METERS 34314     |
 RD2148|---------------------------------------------------------------------|
 RD2148
 RD2148                          SUPERSEDED SURVEY CONTROL
 RD2148
 RD2148  NAD 83(1991)-  45 36 47.33129(N)    122 06 00.45645(W) AD(       ) 3
 RD2148  NAD 83(1986)-  45 36 47.34053(N)    122 06 00.46353(W) AD(       ) 3
 RD2148  NAD 27      -  45 36 47.90800(N)    122 05 56.16000(W) AD(       ) 3
 RD2148
 RD2148.Superseded values are not recommended for survey control.
 RD2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2148.See file dsdata.txt to determine how the superseded data were derived.
 RD2148
 RD2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7016351461(NAD 83)
 RD2148_MARKER: DS = TRIANGULATION STATION DISK
 RD2148_SETTING: 66 = SET IN ROCK OUTCROP
 RD2148
 RD2148  HISTORY     - Date     Condition        Report By
 RD2148  HISTORY     - 1938     MONUMENTED       CGS
 RD2148  HISTORY     - 1947     GOOD             CGS
 RD2148  HISTORY     - 1957     GOOD             CGS
 RD2148
 RD2148                          STATION DESCRIPTION
 RD2148
 RD2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2148'STATION IS LOCATED ABOUT 2-3/4 MILES NE OF THE PRINDLE POST
 RD2148'OFFICE, WASHINGTON, AND 3/4 MILE N OF THE COLUMBIA RIVER, ON THE
 RD2148'MOST PROMINENT ROCKY POINT OR BENCH, ABOUT 1/2 OF THE WAY UP THE SW
 RD2148'BLUFF OF ARCHER MOUNTAIN, ABOUT 1,500 FEET ELEVATION.
 RD2148'
 RD2148'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 RD2148'DRILL HOLES IN OUTCROPPING BEDROCK.
 RD2148'
 RD2148'STATION IS REACHED FROM PRINDLE POST OFFICE AS FOLLOWS--GO E ON THE
 RD2148'EVERGREEN HIGHWAY (U.S. 830) ABOUT 2.8 MILES TO THE FRANZ-REYNOLD
 RD2148'ROAD, TURN LEFT AND GO 0.3 MILE TO A FARMHOUSE AND BARN ON THE E
 RD2148'SIDE OF THE ROAD AND END OF TRUCK TRAVEL.  FROM HERE GO W THROUGH
 RD2148'WOODS AND STRAIGHT UP ROCK SLIDE KEEPING TO E OF PROMINENT POINT
 RD2148'EXTENDING FROM BLUFF, THEN UP CRACK IN BLUFF SWINGING W AND S ONTO
 RD2148'PROMINENT POINT AND STATION.  ABOUT 50 FEET OF ROPE NECESSARY TO
 RD2148'GET UP BLUFF WITH PACKS.
 RD2148
 RD2148                          STATION RECOVERY (1947)
 RD2148
 RD2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RD2148'STATION WAS RECOVERED AS DESCRIBED, APPROXIMATELY 2 MILES NE OF FIR
 RD2148'POINT, 3/4 MILE N OF THE COLUMBIA RIVER, ON THE MOST PROMINENT
 RD2148'ROCKY POINT OR BENCH, APPROXIMATELY 1/2 OF THE WAY UP THE SW BLUFF
 RD2148'OF ARCHER MOUNTAIN, 10 METERS N OF THE S EDGE OF THE BLUFF, AND AT
 RD2148'APPROXIMATELY 1,500 FEET IN ELEVATION.
 RD2148'
 RD2148'THE STATION MARK IS A BRONZE DISK STAMPED ARCHER 1938, CEMENTED
 RD2148'INTO A DRILL HOLE IN BEDROCK, THE TOP OF WHICH IS FLUSH WITH THE
 RD2148'SURROUNDING SURFACE.
 RD2148'
 RD2148'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED ARCHER NO. 1,
 RD2148'1938 CEMENTED INTO A DRILL HOLE IN OUTCROPPING BEDROCK THE TOP OF
 RD2148'WHICH IS APPROXIMATELY 12 INCHES ABOVE THE SURROUNDING SURFACE.  IT
 RD2148'IS N OF THE STATION AND APPROXIMATELY 4 FEET ABOVE THE STATION.
 RD2148'
 RD2148'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED ARCHER NO. 2,
 RD2148'1938 CEMENTED INTO A DRILL HOLE IN BEDROCK THE TOP OF WHICH IS
 RD2148'FLUSH WITH THE SURROUNDING SURFACE.  IT IS E OF THE STATION AND ON
 RD2148'APPROXIMATELY THE SAME ELEVATION WITH STATION.
 RD2148'
 RD2148'THE BEST APPROACH TO THE STATION IS TO GO E ON THE EVERGREEN
 RD2148'HIGHWAY (U.S. 830) FROM PRINDLE SCHOOLHOUSE FOR 0.25 TO OLD
 RD2148'PRINDLE POST OFFICE, CONTINUE ON THE HIGHWAY FOR 3.6 MILES TO THE
 RD2148'FRANZ REYNOLD ROAD, TURN LEFT AND GO 0.5 MILE TO A FARMHOUSE AND
 RD2148'BARN ON E SIDE OF ROAD AND APPROXIMATELY 300 METERS S OF THE
 RD2148'BONNEVILLE POWER LINE.  LEAVE TRUCK AT BARN, THEN PACK W FOR 0.1
 RD2148'MILE ALONG POWER LINE CLEARING TO STEEL TOWER NO. 52.  FROM HERE
 RD2148'PACK N APPROXIMATELY 0.1 MILE THROUGH HIGH TIMBER AND ALONG RIDGE TO
 RD2148'S SIDE OF ROCK SLIDE.  GO UP ROCK SLIDE KEEPING TO E OF PROMINENT
 RD2148'ROCK SHELF EXTENDING FROM BLUFF, THEN UP CRACK IN BLUFF, TURN W THEN
 RD2148'S ONTO PROMINENT POINT AND STATION.  ABOUT 50 FEET OF ROPE IS
 RD2148'NECESSARY TO GET UP BLUFF WITH PACKS.
 RD2148
 RD2148                          STATION RECOVERY (1957)
 RD2148
 RD2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RD2148'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 RD2148'AND IN GOOD CONDITION.  DIFFERENCES IN THE MEASUREMENTS TO THE MARKS
 RD2148'WERE OBTAINED.  THE DIRECTIONS TO THE MARKS CHECKED THE 1947 DATA.
 RD2148'AN AZIMUTH MARK WAS ESTABLISHED.  THE CONSTRUCTION OF A PIPELINE NOW
 RD2148'PROVIDES A MORE ACCESSIBLE ROUTE TO THE STATION.
 RD2148'
 RD2148'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 830 AND THE ROAD
 RD2148'LEADING TO THE BUSINESS CENTER IN WASHOUGAL, GO E ON U.S. HIGHWAY
 RD2148'830 FOR 11.6 MI. TO PRINDLE ROAD ON THE LEFT.  CONTINUE E ON THE
 RD2148'HIGHWAY FOR 3.8 MI. TO FRANZ ROAD ON THE LEFT.  TURN SHARP LEFT ONTO
 RD2148'FRANZ ROAD AND CONTINUE FOR 0.8 MI. TO A FORK.  KEEP THE LEFT FORK
 RD2148'AND GO 0.05 MI. TO A FORK.  KEEP THE LEFT FORK THROUGH A GATE (KEEP
 RD2148'CLOSED) AND CONTINUE FOR 0.5 MI. TO THE PIPELINE AND THE END OF
 RD2148'TRUCK TRAVEL.  THE AZIMUTH MARK IS IN THE SE ANGLE OF THIS
 RD2148'INTERSECTION.  FROM THE END OF TRUCK TRAVEL PACK W ALONG THE
 RD2148'PIPELINE FOR ABOUT 1/2 MI. TO THE CREST OF THE MAIN RIDGE.  TURN
 RD2148'RIGHT (N) UP THE ROCK SLIDE KEEPING TO THE RIGHT OF THE ISLAND OF
 RD2148'TREES IN THE ROCK SLIDE TO THE CRACK IN THE ROCK LEDGE.  WE CLIMBED
 RD2148'THE SHEER CRACK IN THE BLUFF BY USING ABOUT 125 FT. OF ROPE.  TURN
 RD2148'LEFT AT THE TOP OF THE CRACK AND GO W AND S FOR A SHORT DISTANCE
 RD2148'TO THE POINT OF THE BLUFF AND STATION.  CAUTION AGAINST FALLING
 RD2148'ROCKS.  ONE MAN AT A TIME SHOULD ASCEND THE CREVICE AND OTHERS WAIT
 RD2148'OFF TO THE SIDE.  IT IS SAFER TO PULL YOUR PACK SACKS UP ON THE
 RD2148'ROPE.  THIS WAS ABOUT A 1-1/2-HOUR PACK FOR THE O PARTY.
 RD2148'
 RD2148'THE NEW AZIMUTH MARK IS A STANDARD DISK, STAMPED ARCHER 1956 AND
 RD2148'BRAZED TO A 3-IN. CAST-IRON PIPE PROJECTING ABOUT 10 IN.  IT IS 48
 RD2148'FT. S OF THE APPROXIMATE CENTER OF THE PIPELINE CLEARING, 24 FT. E
 RD2148'OF THE CENTER OF THE ROAD AT THE END OF TRUCK TRAVEL, AND 2 FT. W OF
 RD2148'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5579 ***********************************************************************
 SY5579  DESIGNATION -  ARCHER
 SY5579  PID         -  SY5579
 SY5579  STATE/COUNTY-  WA/KING
 SY5579  USGS QUAD   -  POVERTY BAY (1994)
 SY5579
 SY5579                         *CURRENT SURVEY CONTROL
 SY5579  ___________________________________________________________________
 SY5579* NAD 83(1998)-  47 31 56.03347(N)    122 18 29.25035(W)     ADJUSTED  
 SY5579* NAVD 88     -         5.3    (meters)      17.     (feet)  GPS OBS   
 SY5579  ___________________________________________________________________
 SY5579  X           -  -2,305,827.217 (meters)                     COMP
 SY5579  Y           -  -3,646,313.047 (meters)                     COMP
 SY5579  Z           -   4,681,904.671 (meters)                     COMP
 SY5579  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 SY5579  ELLIP HEIGHT-         -18.07  (meters)          (12/17/01) GPS OBS
 SY5579  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 SY5579
 SY5579  HORZ ORDER  -  FIRST
 SY5579  ELLP ORDER  -  FOURTH    CLASS I
 SY5579
 SY5579.The horizontal coordinates were established by GPS observations
 SY5579.and adjusted by the National Geodetic Survey in December 2001..
 SY5579.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY5579.DATUM ITEM on the data sheet items page.
 SY5579
 SY5579.The orthometric height was determined by GPS observations and a
 SY5579.high-resolution geoid model.
 SY5579
 SY5579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY5579
 SY5579.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5579
 SY5579.The ellipsoidal height was determined by GPS observations
 SY5579.and is referenced to NAD 83.
 SY5579
 SY5579.The geoid height was determined by GEOID03.
 SY5579
 SY5579;                    North         East     Units Scale Factor Converg.
 SY5579;SPC WA N     -    60,238.683   388,959.399   MT  0.99999414   -1 05 52.8
 SY5579;SPC WA N     -   197,633.08  1,276,110.96   sFT  0.99999414   -1 05 52.8
 SY5579;UTM  10      - 5,264,543.767   552,075.462   MT  0.99963333   +0 30 37.4
 SY5579
 SY5579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5579!SPC WA N     -   1.00000283  x   0.99999414  =   0.99999697
 SY5579!UTM  10      -   1.00000283  x   0.99963333  =   0.99963616
 SY5579
 SY5579                          SUPERSEDED SURVEY CONTROL
 SY5579
 SY5579  NAD 83(1991)-  47 31 56.03150(N)    122 18 29.25254(W) AD(       ) 1
 SY5579  ELLIP H (12/09/91)  -17.86   (m)                       GP(       ) 4 1
 SY5579  NAD 83(1986)-  47 31 56.02380(N)    122 18 29.25912(W) AD(       ) 1
 SY5579  NAD 27      -  47 31 56.66069(N)    122 18 24.79122(W) AD(       ) 1
 SY5579  NGVD 29 (07/12/88)    4.2    (m)           14.     (f) GPS OBS        
 SY5579
 SY5579.Superseded values are not recommended for survey control.
 SY5579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5579.See file dsdata.txt to determine how the superseded data were derived.
 SY5579
 SY5579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5207564544(NAD 83)
 SY5579_MARKER: DH = HORIZONTAL CONTROL DISK
 SY5579_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY5579_SP_SET: DRILL HOLE IN APRON
 SY5579_STAMPING: ARCHER 1986
 SY5579_MARK LOGO: NGS   
 SY5579_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5579+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1997
 SY5579
 SY5579  HISTORY     - Date     Condition        Report By
 SY5579  HISTORY     - 1986     MONUMENTED       NGS
 SY5579  HISTORY     - 19970912 GOOD             NGS
 SY5579  HISTORY     - 20050915 GOOD             BOECOM
 SY5579
 SY5579                          STATION DESCRIPTION
 SY5579
 SY5579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 SY5579'THE STATION IS LOCATED AT BOEING FIELD IN SOUTH SEATTLE NEAR THE
 SY5579'FIRE STATION AND SECURITY BUILDING.  ON THE CONCRETE APRON NEXT TO A
 SY5579'WALKWAY.  THE PROPERTY IS OWNED BY THE BOEING COMPANY, AN ESCORT IS
 SY5579'REQUIRED TO VISIT THE STATION SITE.
 SY5579'
 SY5579'TO REACH THE STATION FROM EXIT 158 ON INTERSTATE HIGHWAY 5 IN SOUTH
 SY5579'SEATTLE GO WEST AS PER SIGNS, EAST MARGINAL WAY, FOR 1.13 KM
 SY5579'(0.7 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON EAST MARGINAL
 SY5579'WAY FOR 3.70 KM (2.3 MI) TO THE BOEING COMMERCIAL AIRPLANE COMPANY
 SY5579'FLIGHT CENTER ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE ENTRANCE
 SY5579'ROAD FOR 0.16 KM (0.1 MI) TO A GUARD GATE.  AN ESCORT IS REQUIRED
 SY5579'FROM THIS POINT, CALL 655-6800 FOR AN ESCORT.
 SY5579'
 SY5579'THE STATION MARK IS A STANDARD NGS DISK STAMPED---ARCHER 1986---SET
 SY5579'IN A DRILL HOLE IN THE CONCRETE APRON NORTH OF BUILDING 3-840.  IT
 SY5579'IS 62.8 M (206 FT) NORTH OF THE GUARD GATE AT THE FIRE STATION AND
 SY5579'0.3 M (0.1 FT) WEST OF THE WEST EDGE OF A WALKWAY.
 SY5579'
 SY5579'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 SY5579'
 SY5579'DESCRIBED BY DA WEGENAST.
 SY5579
 SY5579                          STATION RECOVERY (1997)
 SY5579
 SY5579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 SY5579'RECOVERED AS DESCRIBED.
 SY5579
 SY5579                          STATION RECOVERY (2005)
 SY5579
 SY5579'RECOVERY NOTE BY BOEING COMPANY 2005
 SY5579'DESCRIPTION NOT USED.  FOUND IN MIDDLE OF ROAD BY FIRE STATION.
 SY5579'EASILY FOUND.  POSSIBLY IN POOR MULTIPATH ENVIRONMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2149 ***********************************************************************
 SA2149  DESIGNATION -  ARDEN
 SA2149  PID         -  SA2149
 SA2149  STATE/COUNTY-  WA/GRANT
 SA2149  USGS QUAD   -  WARDEN (1978)
 SA2149
 SA2149                         *CURRENT SURVEY CONTROL
 SA2149  ___________________________________________________________________
 SA2149* NAD 83(1991)-  46 56 26.04043(N)    119 01 12.38643(W)     ADJUSTED  
 SA2149* NAVD 88     -       429.2    (meters)    1408.     (feet)  VERTCON   
 SA2149  ___________________________________________________________________
 SA2149  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 SA2149  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 SA2149
 SA2149  HORZ ORDER  -  SECOND
 SA2149
 SA2149.The horizontal coordinates were established by classical geodetic methods
 SA2149.and adjusted by the National Geodetic Survey in December 1991..
 SA2149
 SA2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2149
 SA2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2149
 SA2149.The geoid height was determined by GEOID03.
 SA2149
 SA2149;                    North         East     Units Scale Factor Converg.
 SA2149;SPC WA S     -   179,703.328   612,665.397   MT  0.99993382   +1 04 30.0
 SA2149;SPC WA S     -   589,576.67  2,010,053.06   sFT  0.99993382   +1 04 30.0
 SA2149;UTM  11      - 5,200,540.278   346,252.071   MT  0.99989054   -1 28 34.6
 SA2149
 SA2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2149!SPC WA S     -   0.99993599  x   0.99993382  =   0.99986981
 SA2149!UTM  11      -   0.99993599  x   0.99989054  =   0.99982654
 SA2149
 SA2149|---------------------------------------------------------------------|
 SA2149| PID    Reference Object                     Distance      Geod. Az  |
 SA2149|                                                           dddmmss.s |
 SA2149| CF4381 ARDEN RM 1                           19.212 METERS 03802     |
 SA2149| CF4380 ARDEN AZ MK                                        2713134.4 |
 SA2149| CF4382 ARDEN RM 2                            5.893 METERS 29507     |
 SA2149|---------------------------------------------------------------------|
 SA2149
 SA2149                          SUPERSEDED SURVEY CONTROL
 SA2149
 SA2149  NAD 83(1986)-  46 56 26.05002(N)    119 01 12.37637(W) AD(       ) 2
 SA2149  NAD 27      -  46 56 26.54460(N)    119 01 08.35870(W) AD(       ) 2
 SA2149  NGVD 29 (07/19/86)  428.1    (m)         1405.     (f) VERT ANG       
 SA2149
 SA2149.Superseded values are not recommended for survey control.
 SA2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2149.See file dsdata.txt to determine how the superseded data were derived.
 SA2149
 SA2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN4625200540(NAD 83)
 SA2149_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2149
 SA2149  HISTORY     - Date     Condition        Report By
 SA2149  HISTORY     - 1961     MONUMENTED       CGS
 SA2149  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SA2149  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SA2149
 SA2149                          STATION DESCRIPTION
 SA2149
 SA2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SA2149'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF WARDEN, 1
 SA2149'1/4 MILES EAST OF THE BRUCE-WARDEN ROAD AND AT THE SUMMIT OF A
 SA2149'SMALL RISE AND ON THE SOUTH SIDE OF AN EAST-WEST GRAVELED ROAD.
 SA2149'
 SA2149'TO REACH THE STATION FROM THE POST OFFICE IN WARDEN, GO WEST FOR
 SA2149'0.3 MILE TO A CROSSROADS AND SERVICE STATION ON THE RIGHT, TURN
 SA2149'LEFT, SOUTH, GO 2.0 MILE TO A CROSSROADS, TURN LEFT, EAST, ON ROAD
 SA2149'10-SE AND GO 0.85 MILE TO THE TOP OF A SMALL HILL AND THE AZIMUTH
 SA2149'MARK ON THE LEFT.  CONTINUE AHEAD EAST FOR 0.35 MILE TO AN OLD
 SA2149'WINDMILL AND BUILDING ON THE RIGHT AND THE STATION BETWEEN TWO
 SA2149'POWERLINE POLES.
 SA2149'
 SA2149'THE STATION MARK, STAMPED ARDEN 1961, IS A STANDARD DISK SET IN
 SA2149'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 SA2149'SURFACE OF THE GROUND.  IT IS 200 FEET NORTH OF AN OLD BUILDING,
 SA2149'110 FEET NORTHWEST OF A WINDMILL, 30 FEET SOUTH OF THE CENTERLINE OF
 SA2149'THE ROAD, 20 FEET EAST-SOUTHEAST OF A WITNESS POST AND 5 FEET
 SA2149'SOUTHWEST OF THE NORTH ONE OF TWO POWERLINE POLES.
 SA2149'
 SA2149'REFERENCE MARK NO 1, STAMPED ARDEN NO 1 1961, IS A STANDARD DISK
 SA2149'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 SA2149'INCHES ABOVE THE GROUND.  IT IS 21 FEET NORTH OF THE CENTERLINE OF
 SA2149'THE ROAD AND 3 FEET WEST OF A POWERLINE POLE.
 SA2149'
 SA2149'REFERENCE MARK NO 2, STAMPED ARDEN NO 2 1961, IS A STANDARD DISK
 SA2149'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 SA2149'THE SURFACE OF THE GROUND.  IT IS 22 FEET SOUTH OF THE CENTERLINE
 SA2149'OF THE ROAD, 18 FEET WEST OF THE NORTH ONE OF TWO POWERLINE POLES
 SA2149'AND 2 FEET SOUTH OF A WITNESS POST.
 SA2149'
 SA2149'THE AZIMUTH MARK, STAMPED ARDEN 1961, IS A STANDARD DISK SET IN
 SA2149'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 SA2149'ABOVE THE SURFACE OF THE GROUND.  IT IS 22 FEET NORTH OF THE
 SA2149'CENTERLINE OF THE ROAD, 3 FEET EAST OF A POWERLINE POLE AND 2 FEET
 SA2149'WEST OF A WITNESS POST.
 SA2149
 SA2149                          STATION RECOVERY (1966)
 SA2149
 SA2149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SA2149'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THE DOUBLE
 SA2149'POWERLINE POLE HAS BEEN MOVED.  AFTER THE POLES WERE MOVED, THE
 SA2149'LANDOWNER, MR. ALBERT WIDMER, WHO LIVES 1/2 MILE SOUTH OF THE
 SA2149'STATION REQUESTED THE STATION MARK BE LOWERED TO PERMIT FARMING
 SA2149'OVER IT.  THE MARK IS NOW 15 INCHES BELOW GROUND.  THE SURFACE MARK
 SA2149'WAS DUG OUT AND THE DISK REMOVED FROM THE POST.  1966 WAS ADDED TO
 SA2149'THE STAMPING OF THE DISK, A 12-INCH SQUARE CONCRETE POST, 2 FEET LONG
 SA2149'WAS POURED OVER THE UNDERGROUND MARK AND THE ORIGINAL DISK SET IN
 SA2149'THE TOP OF THE CONCRETE.
 SA2149'
 SA2149'THE STATION MARK IS ABOUT 75 YARDS WEST OF THE SUMMIT OF A HILL, 64
 SA2149'FEET SOUTHWEST OF A TELEPHONE POLE ON THE NORTH SIDE OF THE ROAD, 30
 SA2149'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 109 FEET EAST OF THE
 SA2149'NORTH ONE OF TWO POWER POLES, AND BETWEEN THE LINES OF THE POLES
 SA2149'IN A DOUBLE-POLE POWER LINE.
 SA2149'
 SA2149'REFERENCE MARK NO. 2 IS 91-1/2 FEET EAST OF THE NORTH ONE OF TWO
 SA2149'POWER POLES AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 SA2149
 SA2149                          STATION RECOVERY (1967)
 SA2149
 SA2149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA2149'THE STATION WAS RECOVERED AS DESCRIBED IN THE RECOVERY NOTE WRITTEN
 SA2149'BY H.J.S. IN 1966, WHEN THE STATION MARK WAS LOWERED, TO 1 FOOT
 SA2149'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1771 ***********************************************************************
 TR1771  DESIGNATION -  ARDLE
 TR1771  PID         -  TR1771
 TR1771  STATE/COUNTY-  WA/SAN JUAN
 TR1771  USGS QUAD   -  LOPEZ PASS (1973)
 TR1771
 TR1771                         *CURRENT SURVEY CONTROL
 TR1771  ___________________________________________________________________
 TR1771* NAD 83(1991)-  48 25 37.30765(N)    122 49 52.36008(W)     ADJUSTED  
 TR1771* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 TR1771  ___________________________________________________________________
 TR1771  LAPLACE CORR-          -7.55  (seconds)                    DEFLEC99
 TR1771  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 TR1771
 TR1771  HORZ ORDER  -  THIRD
 TR1771
 TR1771.The horizontal coordinates were established by classical geodetic methods
 TR1771.and adjusted by the National Geodetic Survey in December 1991..
 TR1771
 TR1771.The orthometric height was scaled from a topographic map.
 TR1771
 TR1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1771
 TR1771.The geoid height was determined by GEOID03.
 TR1771
 TR1771;                    North         East     Units Scale Factor Converg.
 TR1771;SPC WA N     -   160,581.859   352,165.218   MT  0.99995679   -1 29 14.9
 TR1771;SPC WA N     -   526,842.32  1,155,395.39   sFT  0.99995679   -1 29 14.9
 TR1771;UTM  10      - 5,363,778.356   512,486.629   MT  0.99960192   +0 07 34.6
 TR1771
 TR1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1771!SPC WA N     -   1.00000198  x   0.99995679  =   0.99995877
 TR1771!UTM  10      -   1.00000198  x   0.99960192  =   0.99960390
 TR1771
 TR1771|---------------------------------------------------------------------|
 TR1771| PID    Reference Object                     Distance      Geod. Az  |
 TR1771|                                                           dddmmss.s |
 TR1771| CF7508 ARDLE RM 2                            5.745 METERS 05805     |
 TR1771| TR1775 SOUTHEAST ISLAND                    APPROX. 1.5 KM 1514108.8 |
 TR1771| CF7507 ARDLE RM 1                            4.390 METERS 19349     |
 TR1771|---------------------------------------------------------------------|
 TR1771
 TR1771                          SUPERSEDED SURVEY CONTROL
 TR1771
 TR1771  NAD 83(1986)-  48 25 37.30906(N)    122 49 52.36658(W) AD(       ) 3
 TR1771  NAD 27      -  48 25 37.94800(N)    122 49 47.71200(W) AD(       ) 3
 TR1771
 TR1771.Superseded values are not recommended for survey control.
 TR1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1771.See file dsdata.txt to determine how the superseded data were derived.
 TR1771
 TR1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1248763778(NAD 83)
 TR1771_MARKER: Z = SEE DESCRIPTION
 TR1771_SETTING: 0 = UNSPECIFIED SETTING
 TR1771
 TR1771  HISTORY     - Date     Condition        Report By
 TR1771  HISTORY     - 1940     MONUMENTED       CGS
 TR1771  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR1771
 TR1771                          STATION DESCRIPTION
 TR1771
 TR1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RLS)
 TR1771'STATION IS ON THE S SIDE OF LOPEZ ISLAND ON THE PROMINENT HEADLINE
 TR1771'AT THE ENTRANCE OF MC ARDLE BAY, ON THE W SIDE OF THE ENTRANCE.  THE
 TR1771'STATION IS ON THE E SIDE OF THE HEADLAND, ABOUT 10 METERS N FROM
 TR1771'THE S FACE OF THE HEADLAND, ON A FLAT PART OF THE CLIFF, THE CLIFF
 TR1771'RISING SHEER ABOUT 5 METERS W OF THE STATION SITE.  THE STATION
 TR1771'IS ON A BLACK, FLAT ROCK OUTCROP, AND ABOUT 40 FEET ABOVE HIGH
 TR1771'WATER.
 TR1771'
 TR1771'THE STATION IS STAMPED ARDLE 1940.
 TR1771'
 TR1771'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 TR1771'DRILL HOLES IN OUTCROPPING BEDROCK.
 TR1771'
 TR1771'REFERENCE MARK NO.1 IS SE OF THE STATION, ABOUT 2 FEET LOWER THAN
 TR1771'THE STATION AND STAMPED ARDLE NO.1 1940.
 TR1771'
 TR1771'REFERENCE MARK NO.2 IS N OF THE STATION, ABOUT 2 FEET LOWER IN
 TR1771'ELEVATION THAN THE STATION SITE AND STAMPED ARDLE NO.2 1940.
 TR1771'
 TR1771'STATION CAN BE EASILY REACHED BY LANDING JUST N OF THE STATION
 TR1771'AND CLIMBING SW.
 TR1771
 TR1771                          STATION RECOVERY (1973)
 TR1771
 TR1771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1771'STATION FOUND AS DESCRIBED.  NEW ELEVATION ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1715 ***********************************************************************
 SY1715  DESIGNATION -  AREA
 SY1715  PID         -  SY1715
 SY1715  STATE/COUNTY-  WA/MASON
 SY1715  USGS QUAD   -  SHELTON (1981)
 SY1715
 SY1715                         *CURRENT SURVEY CONTROL
 SY1715  ___________________________________________________________________
 SY1715* NAD 83(1991)-  47 13 22.71556(N)    123 04 28.72875(W)     ADJUSTED  
 SY1715* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY1715  ___________________________________________________________________
 SY1715  LAPLACE CORR-          -7.66  (seconds)                    DEFLEC99
 SY1715  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SY1715
 SY1715  HORZ ORDER  -  THIRD
 SY1715
 SY1715.The horizontal coordinates were established by classical geodetic methods
 SY1715.and adjusted by the National Geodetic Survey in December 1991..
 SY1715
 SY1715.The orthometric height was scaled from a topographic map.
 SY1715
 SY1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1715
 SY1715.The geoid height was determined by GEOID03.
 SY1715
 SY1715;                    North         East     Units Scale Factor Converg.
 SY1715;SPC WA S     -   213,223.285   305,037.990   MT  0.99997662   -1 52 12.8
 SY1715;SPC WA S     -   699,550.06  1,000,778.81   sFT  0.99997662   -1 52 12.8
 SY1715;UTM  10      - 5,229,945.872   494,348.582   MT  0.99960039   -0 03 17.2
 SY1715
 SY1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1715!SPC WA S     -   1.00000307  x   0.99997662  =   0.99997969
 SY1715!UTM  10      -   1.00000307  x   0.99960039  =   0.99960346
 SY1715
 SY1715|---------------------------------------------------------------------|
 SY1715| PID    Reference Object                     Distance      Geod. Az  |
 SY1715|                                                           dddmmss.s |
 SY1715| DD9336 AREA RM 2                            33.995 METERS 03050     |
 SY1715| DD9335 AREA RM 1                             9.460 METERS 30317     |
 SY1715|---------------------------------------------------------------------|
 SY1715
 SY1715                          SUPERSEDED SURVEY CONTROL
 SY1715
 SY1715  NAD 83(1986)-  47 13 22.71497(N)    123 04 28.73671(W) AD(       ) 3
 SY1715  NAD 27      -  47 13 23.37300(N)    123 04 24.19900(W) AD(       ) 3
 SY1715
 SY1715.Superseded values are not recommended for survey control.
 SY1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1715.See file dsdata.txt to determine how the superseded data were derived.
 SY1715
 SY1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9434929946(NAD 83)
 SY1715_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1715
 SY1715  HISTORY     - Date     Condition        Report By
 SY1715  HISTORY     - 1936     MONUMENTED       CGS
 SY1715  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1715  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY1715  HISTORY     - 1975     MARK NOT FOUND   USGS
 SY1715  HISTORY     - 19960320 MARK NOT FOUND   USPSQD
 SY1715
 SY1715                          STATION DESCRIPTION
 SY1715
 SY1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1715'STATION IS LOCATED ON THE W SIDE OF OAKLAND BAY ABOUT 3/4 MILE N
 SY1715'OF MUNSON POINT.  THE STATION MARK WAS SET IN THE MUDDY BEACH
 SY1715'OUTSIDE OF THE HIGH-WATER LINE.
 SY1715'
 SY1715'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY1715'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY1715'
 SY1715'REFERENCE MARK NO.1 IS SET INSHORE FROM THE STATION JUST OUTSIDE
 SY1715'OF THE HIGH-WATER LINE.
 SY1715'
 SY1715'REFERENCE MARK NO.2 IS SET N OF THE STATION.
 SY1715
 SY1715                          STATION RECOVERY (1967)
 SY1715
 SY1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1715'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THE REFERENCE
 SY1715'MARKS WERE PREVIOUSLY REPORTED DESTROYED.
 SY1715
 SY1715                          STATION RECOVERY (1973)
 SY1715
 SY1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 SY1715'NO TRACE OF THE STATION WAS FOUND.  A NEW STATION, AREA 2, WAS
 SY1715'ESTABLISHED ON THE EDGE OF THE HIGHWAY, ABOVE THE BEACH.
 SY1715'
 SY1715'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1715'1-1/2 MILES NORTHEAST OF SHELTON.
 SY1715
 SY1715                          STATION RECOVERY (1975)
 SY1715
 SY1715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (TTS)
 SY1715'NO EVIDENCE WAS FOUND FOR EITHER STATION OR RMS.
 SY1715'
 SY1715'DIRECTION AND DISTANCE LOCATED ON W. SIDE OF OAKLAND BAY, ABOUT
 SY1715'3/4 MI. N. OF MUNSON POINT.
 SY1715
 SY1715                          STATION RECOVERY (1996)
 SY1715
 SY1715'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1775 ***********************************************************************
 SY1775  DESIGNATION -  AREA 2
 SY1775  PID         -  SY1775
 SY1775  STATE/COUNTY-  WA/MASON
 SY1775  USGS QUAD   -  SHELTON (1981)
 SY1775
 SY1775                         *CURRENT SURVEY CONTROL
 SY1775  ___________________________________________________________________
 SY1775* NAD 83(1991)-  47 13 19.76214(N)    123 04 35.09981(W)     ADJUSTED  
 SY1775* NAVD 88     -        13.9    (meters)      46.     (feet)  VERTCON   
 SY1775  ___________________________________________________________________
 SY1775  LAPLACE CORR-          -7.64  (seconds)                    DEFLEC99
 SY1775  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SY1775
 SY1775  HORZ ORDER  -  SECOND
 SY1775
 SY1775.The horizontal coordinates were established by classical geodetic methods
 SY1775.and adjusted by the National Geodetic Survey in December 1991..
 SY1775
 SY1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1775
 SY1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1775
 SY1775.The geoid height was determined by GEOID03.
 SY1775
 SY1775;                    North         East     Units Scale Factor Converg.
 SY1775;SPC WA S     -   213,136.505   304,901.048   MT  0.99997646   -1 52 17.4
 SY1775;SPC WA S     -   699,265.35  1,000,329.52   sFT  0.99997646   -1 52 17.4
 SY1775;UTM  10      - 5,229,854.830   494,214.508   MT  0.99960041   -0 03 21.9
 SY1775
 SY1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1775!SPC WA S     -   1.00000122  x   0.99997646  =   0.99997768
 SY1775!UTM  10      -   1.00000122  x   0.99960041  =   0.99960163
 SY1775
 SY1775:                Primary Azimuth Mark                     Grid Az
 SY1775:SPC WA S     -  MURK 2                                   088 40 28.8
 SY1775:UTM  10      -  MURK 2                                   086 51 33.3
 SY1775
 SY1775|---------------------------------------------------------------------|
 SY1775| PID    Reference Object                     Distance      Geod. Az  |
 SY1775|                                                           dddmmss.s |
 SY1775| SY1772 MURK 2                              APPROX. 2.0 KM 0864811.4 |
 SY1775| DD9337 AREA 2 RM 3                          14.360 METERS 22458     |
 SY1775| DD9338 T20N R3W SECS 16 17 1/4 COR          29.884 METERS 33853     |
 SY1775|---------------------------------------------------------------------|
 SY1775
 SY1775                          SUPERSEDED SURVEY CONTROL
 SY1775
 SY1775  NAD 83(1986)-  47 13 19.76145(N)    123 04 35.10781(W) AD(       ) 2
 SY1775  NAD 27      -  47 13 20.41929(N)    123 04 30.57026(W) AD(       ) 2
 SY1775  NGVD 29 (07/19/86)   12.8    (m)           42.     (f) VERT ANG       
 SY1775
 SY1775.Superseded values are not recommended for survey control.
 SY1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1775.See file dsdata.txt to determine how the superseded data were derived.
 SY1775
 SY1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9421529855(NAD 83)
 SY1775_MARKER: DS = TRIANGULATION STATION DISK
 SY1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1775+STABILITY: SURFACE MOTION
 SY1775
 SY1775  HISTORY     - Date     Condition        Report By
 SY1775  HISTORY     - 1973     MONUMENTED       NGS
 SY1775
 SY1775                          STATION DESCRIPTION
 SY1775
 SY1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 SY1775'STATION ESTABLISHED TO REPLACE STATION AREA, WHICH WAS NOT FOUND.
 SY1775'THE STATION IS ABOUT 1-1/2 MILES NORTHEAST OF SHELTON, ON THE CUT
 SY1775'ALONG THE SIDEHILL WHICH WAS MADE FOR STATE HIGHWAY 3, ON THE
 SY1775'NORTHWEST SIDE OF OAKLAND BAY, IN SECTION 16, T 20 N, R 3 W., AND
 SY1775'ON HIGHWAY RIGHT-OF-WAY.
 SY1775'
 SY1775'REACHED FROM THE INTERSECTION OF FIRST AND PINE STREETS IN SHELTON
 SY1775'BY GOING EAST AND NORTHEAST ON STATE HIGHWAY 3 (PINE STREET) FOR
 SY1775'1.3 MILES TO A GUARDRAIL ON THE RIGHT WHERE THE ROAD STARTS
 SY1775'UPHILL--WALK EASTERLY ALONG THE SHOULDER OF THE ROAD FOR 110 YARDS
 SY1775'TO REFERENCE MARK NO. 3 AND THE STATION, 2 FEET NORTHWEST OF THE
 SY1775'GUARDRAIL, AND 70 FEET WEST OF THE SOUTH END OF AN 18-INCH
 SY1775'CONCRETE PIPE WHICH CARRIES A SMALL CREEK UNDER THE HIGHWAY.
 SY1775'
 SY1775'THE STATION MARK, STAMPED AREA 2 1973, IS A STANDARD DISK SET IN
 SY1775'CONCRETE 9 INCHES BELOW THE SURFACE OF THE SHOULDER OF THE ROAD AND
 SY1775'PROTECTED BY A MONUMENT CASE.  IT IS 14.0 FEET SOUTHEAST OF THE
 SY1775'CENTERLINE OF THE ROAD, 4 FEET WEST OF A CONCRETE GUARDRAIL POST
 SY1775'AND 2 FEET NORTHWEST OF THE GUARDRAIL.
 SY1775'
 SY1775'REFERENCE MARK NO. 3, STAMPED AREA 2 NO 3 1973, IS A STANDARD DISK
 SY1775'SET IN A ROUND CONCRETE POST FLUSH WITH THE SHOULDER OF THE ROAD,
 SY1775'14 FEET SOUTHEAST OF THE CENTER OF THE ROAD AND 2 FEET NORTHWEST OF
 SY1775'A CONCRETE GUARDRAIL POST.
 SY1775'
 SY1775'REFERENCE MARK NO. 4, STAMPED 17-16-1/4 COR IS A CAP ON A 2-INCH PIPE
 SY1775'WHICH PROJECTS 1 FOOT.  IT IS ON THE SOUTHERN SLOPE OF THE HILL,
 SY1775'33-1/2 FEET ABOVE THE HIGHWAY, 16 FEET EAST OF THE EAST EDGE OF AN
 SY1775'8-FOOT DIAMETER OLD STUMP, AND 15.2 FEET WEST OF A YELLOW SECTION
 SY1775'CORNER TAG ON THE WESTERN ONE OF TWIN 2-FOOT FIR TREES.
 SY1775'
 SY1775'STATION MURK 2 OR MUNSON WILL SERVE AS AN AZIMUTH MARK.
 SY1775'
 SY1775'NEAREST TOWN--SHELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0721 ***********************************************************************
 TR0721  DESIGNATION -  ARGYLE BM 1
 TR0721  PID         -  TR0721
 TR0721  STATE/COUNTY-  WA/SAN JUAN
 TR0721  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0721
 TR0721                         *CURRENT SURVEY CONTROL
 TR0721  ___________________________________________________________________
 TR0721* NAD 83(1986)-  48 30 50.     (N)    123 01 03.     (W)     SCALED    
 TR0721* LOCAL TIDAL -         2.198  (meters)       7.21   (feet)  ADJ UNCH  
 TR0721  ___________________________________________________________________
 TR0721  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 TR0721
 TR0721  VERT ORDER  -  THIRD
 TR0721
 TR0721.The horizontal coordinates were scaled from a topographic map and have
 TR0721.an estimated accuracy of +/- 6 seconds.
 TR0721
 TR0721.The orthometric height was key entered from printed documents
 TR0721.and not key verified.
 TR0721
 TR0721.The geoid height was determined by GEOID03.
 TR0721
 TR0721;                    North         East    Units  Estimated Accuracy
 TR0721;SPC WA N     -   170,610.      338,660.      MT  (+/- 180 meters Scaled)
 TR0721
 TR0721                          SUPERSEDED SURVEY CONTROL
 TR0721
 TR0721.No superseded survey control is available for this station.
 TR0721
 TR0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU987734(NAD 83)
 TR0721_MARKER: Z = SEE DESCRIPTION
 TR0721_SETTING: 66 = SET IN ROCK OUTCROP
 TR0721_SP_SET: BEDROCK
 TR0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0721+STABILITY: POSITION/ELEVATION WELL
 TR0721
 TR0721  HISTORY     - Date     Condition        Report By
 TR0721  HISTORY     - UNK      MONUMENTED       CGS
 TR0721  HISTORY     - 1950     POOR             NGS
 TR0721  HISTORY     - 20011210 MARK NOT FOUND   NGS
 TR0721
 TR0721                          STATION DESCRIPTION
 TR0721
 TR0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 TR0721'2.0 MI S FROM FRIDAY HARBOR.
 TR0721'ABOUT 1.7 MILES SOUTH ALONG THE CATTLE POINT ROAD FROM THE COURTHOUSE
 TR0721'AT FRIDAY HARBOR, THENCE ABOUT 0.3 MILE EAST ALONG THE ROAD LEADING TO
 TR0721'THE OLD ARGYLE STEAMBOAT WHARF, AT ARGYLE, ON THE PROPERTY OF HARRY
 TR0721'WILKS, 52 FEET EAST OF THE NORTHEAST CORNER OF THE OLD WAREHOUSE, NOW
 TR0721'USED AS A GARAGE, 3 FEET SOUTH OF THE PROLONGATION OF THE NORTH FACE
 TR0721'OF THE WAREHOUSE, ON THE NORTH FACE OF A PORTION OF PROJECTING BED
 TR0721'ROCK ABOUT ONE FOOT SOUTH OF THE HIGH WATER LINE, A CROSS WITH A
 TR0721'ONE-INCH DRILL HOLE IN THE CENTER, CUT AT AN ANGLE INTO THE FACE OF
 TR0721'THE ROCK.  NOTE-- THIS IS A POOR BENCH MARK AS THERE IS NO DEFINITE
 TR0721'MARK OR SURFACE ON WHICH TO HOLD A ROD.
 TR0721
 TR0721                          STATION RECOVERY (2001)
 TR0721
 TR0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0721'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0720 ***********************************************************************
 TR0720  DESIGNATION -  ARGYLE BM 2
 TR0720  PID         -  TR0720
 TR0720  STATE/COUNTY-  WA/SAN JUAN
 TR0720  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0720
 TR0720                         *CURRENT SURVEY CONTROL
 TR0720  ___________________________________________________________________
 TR0720* NAD 83(1986)-  48 30 50.     (N)    123 01 03.     (W)     SCALED    
 TR0720* LOCAL TIDAL -         5.083  (meters)      16.68   (feet)  ADJ UNCH  
 TR0720  ___________________________________________________________________
 TR0720  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 TR0720
 TR0720  VERT ORDER  -  THIRD
 TR0720
 TR0720.The horizontal coordinates were scaled from a topographic map and have
 TR0720.an estimated accuracy of +/- 6 seconds.
 TR0720
 TR0720.The orthometric height was key entered from printed documents
 TR0720.and not key verified.
 TR0720
 TR0720.The geoid height was determined by GEOID03.
 TR0720
 TR0720;                    North         East    Units  Estimated Accuracy
 TR0720;SPC WA N     -   170,610.      338,660.      MT  (+/- 180 meters Scaled)
 TR0720
 TR0720                          SUPERSEDED SURVEY CONTROL
 TR0720
 TR0720.No superseded survey control is available for this station.
 TR0720
 TR0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU987734(NAD 83)
 TR0720_MARKER: Z = SEE DESCRIPTION
 TR0720_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TR0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0720
 TR0720  HISTORY     - Date     Condition        Report By
 TR0720  HISTORY     - UNK      MONUMENTED       CGS
 TR0720  HISTORY     - 1950     POOR             NGS
 TR0720  HISTORY     - 20011210 MARK NOT FOUND   NGS
 TR0720
 TR0720                          STATION DESCRIPTION
 TR0720
 TR0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 TR0720'2.0 MI S FROM FRIDAY HARBOR.
 TR0720'ABOUT 1.7 MILES SOUTH ALONG THE CATTLE POINT ROAD FROM THE COURTHOUSE
 TR0720'AT FRIDAY HARBOR, THENCE ABOUT 0.3 MILE EAST ALONG THE ROAD LEADING TO
 TR0720'THE OLD ARGYLE STEAMBOAT WHARF, AT ARGYLE, ON THE PROPERTY OF HARRY
 TR0720'WILKS, ON THE NORTHEAST FACE OF THE HIGHEST ROCK OUTCROP ON THE POINT
 TR0720'SOUTHEAST OF THE OLD WAREHOUSE, ABOUT 130 FEET EAST OF THE OLD
 TR0720'WAREHOUSE, 67 FEET NORTH OF A FLAGPOLE, ABOUT 2 1/2 FEET LOWER THAN
 TR0720'THE HIGHEST POINT OF THE ROCK, A CROSS CUT INTO THE VERTICAL FACE OF
 TR0720'THE BEDROCK.  NOTE-- THIS IS A POOR BENCH MARK AS THERE IS NO DEFINITE
 TR0720'MARK OR SURFACE ON WHICH TO HOLD A ROD.
 TR0720
 TR0720                          STATION RECOVERY (2001)
 TR0720
 TR0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0720'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0719 ***********************************************************************
 TR0719  DESIGNATION -  ARGYLE BM 4
 TR0719  PID         -  TR0719
 TR0719  STATE/COUNTY-  WA/SAN JUAN
 TR0719  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0719
 TR0719                         *CURRENT SURVEY CONTROL
 TR0719  ___________________________________________________________________
 TR0719* NAD 83(1986)-  48 30 50.     (N)    123 01 02.     (W)     SCALED    
 TR0719* LOCAL TIDAL -         7.578  (meters)      24.86   (feet)  ADJ UNCH  
 TR0719  ___________________________________________________________________
 TR0719  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TR0719
 TR0719  VERT ORDER  -  THIRD
 TR0719
 TR0719.The horizontal coordinates were scaled from a topographic map and have
 TR0719.an estimated accuracy of +/- 6 seconds.
 TR0719
 TR0719.The orthometric height was key entered from printed documents
 TR0719.and not key verified.
 TR0719
 TR0719.The geoid height was determined by GEOID03.
 TR0719
 TR0719;                    North         East    Units  Estimated Accuracy
 TR0719;SPC WA N     -   170,610.      338,680.      MT  (+/- 180 meters Scaled)
 TR0719
 TR0719                          SUPERSEDED SURVEY CONTROL
 TR0719
 TR0719.No superseded survey control is available for this station.
 TR0719
 TR0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU987734(NAD 83)
 TR0719_MARKER: DB = BENCH MARK DISK
 TR0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0719_SP_SET: CONCRETE BASE
 TR0719_STAMPING: 4 1944
 TR0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0719
 TR0719  HISTORY     - Date     Condition        Report By
 TR0719  HISTORY     - 1944     MONUMENTED       CGS
 TR0719  HISTORY     - 1950     GOOD             NGS
 TR0719  HISTORY     - 19950830 GOOD             USPSQD
 TR0719  HISTORY     - 20011210 MARK NOT FOUND   NGS
 TR0719
 TR0719                          STATION DESCRIPTION
 TR0719
 TR0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 TR0719'2.0 MI S FROM FRIDAY HARBOR.
 TR0719'ABOUT 1.7 MILES SOUTH ALONG THE CATTLE POINT ROAD FROM THE COURTHOUSE
 TR0719'AT FRIDAY HARBOR, THENCE ABOUT 0.3 MILE EAST ALONG THE ROAD LEADING TO
 TR0719'THE OLD ARGYLE STEAMBOAT WHARF, AT ARGYLE, ON THE PROPERTY OF HARRY
 TR0719'WILKS, SOUTHEAST OF THE OLD WAREHOUSE, 90 FEET EAST OF THE DWELLING,
 TR0719'ON THE HIGHEST POINT OF THE HILL, AND SET IN THE TOP OF THE SOUTHEAST
 TR0719'CORNER OF THE CONCRETE BASE OF A FLAGPOLE.
 TR0719
 TR0719                          STATION RECOVERY (1995)
 TR0719
 TR0719'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR0719'RECOVERED IN GOOD CONDITION.
 TR0719
 TR0719                          STATION RECOVERY (2001)
 TR0719
 TR0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0719'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2212 ***********************************************************************
 TR2212  DESIGNATION -  ARGYLE RESET
 TR2212  PID         -  TR2212
 TR2212  STATE/COUNTY-  WA/SAN JUAN
 TR2212  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2212
 TR2212                         *CURRENT SURVEY CONTROL
 TR2212  ___________________________________________________________________
 TR2212* NAD 83(1991)-  48 30 21.31633(N)    123 00 57.69972(W)     ADJUSTED  
 TR2212* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2212  ___________________________________________________________________
 TR2212  LAPLACE CORR-         -10.19  (seconds)                    DEFLEC99
 TR2212  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TR2212
 TR2212  HORZ ORDER  -  THIRD
 TR2212
 TR2212.The horizontal coordinates were established by classical geodetic methods
 TR2212.and adjusted by the National Geodetic Survey in December 1991..
 TR2212
 TR2212.The orthometric height was scaled from a topographic map.
 TR2212
 TR2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2212
 TR2212.The geoid height was determined by GEOID03.
 TR2212
 TR2212;                    North         East     Units Scale Factor Converg.
 TR2212;SPC WA N     -   169,722.104   338,741.834   MT  0.99996517   -1 37 30.2
 TR2212;SPC WA N     -   556,829.94  1,111,355.50   sFT  0.99996517   -1 37 30.2
 TR2212;UTM  10      - 5,372,533.876   498,816.142   MT  0.99960002   -0 00 43.2
 TR2212
 TR2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2212!SPC WA N     -   1.00000284  x   0.99996517  =   0.99996801
 TR2212!UTM  10      -   1.00000284  x   0.99960002  =   0.99960286
 TR2212
 TR2212:                Primary Azimuth Mark                     Grid Az
 TR2212:SPC WA N     -  LITTLE ISLAND 2                          012 14 39.8
 TR2212:UTM  10      -  LITTLE ISLAND 2                          010 37 52.8
 TR2212
 TR2212|---------------------------------------------------------------------|
 TR2212| PID    Reference Object                     Distance      Geod. Az  |
 TR2212|                                                           dddmmss.s |
 TR2212| TR2247 LITTLE ISLAND 2                     APPROX. 1.4 KM 0103709.6 |
 TR2212| CF7509 ARGYLE RM 1                           2.487 METERS 20721     |
 TR2212| CF7510 ARGYLE RM 2                           7.346 METERS 30909     |
 TR2212|---------------------------------------------------------------------|
 TR2212
 TR2212                          SUPERSEDED SURVEY CONTROL
 TR2212
 TR2212  NAD 83(1986)-  48 30 21.31825(N)    123 00 57.70355(W) AD(       ) 3
 TR2212  NAD 27      -  48 30 21.96300(N)    123 00 53.06500(W) AD(       ) 3
 TR2212
 TR2212.Superseded values are not recommended for survey control.
 TR2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2212.See file dsdata.txt to determine how the superseded data were derived.
 TR2212
 TR2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9881672534(NAD 83)
 TR2212
 TR2212  HISTORY     - Date     Condition        Report By
 TR2212  HISTORY     - 1897     MONUMENTED       CGS
 TR2212  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TR2212  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2212  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2212  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR2212  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TR2212  HISTORY     - 19950830 GOOD             USPSQD
 TR2212  HISTORY     - 20011210 GOOD             NGS
 TR2212
 TR2212                          STATION DESCRIPTION
 TR2212
 TR2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (JJG)
 TR2212'STATION IS ON THE SHORE W FROM DINNER ISLAND.  ON A ROCKY BLUFF,
 TR2212'10 FEET ABOVE TIDES, AND 5 PACES BACK FROM SHORE LINE.
 TR2212'
 TR2212'14 PACES INSHORE A WILLOW TREE ABOUT 14 INCHES IN DIAMETER IS
 TR2212'MARKED BY BLAZE AND WIRE NAIL.
 TR2212'
 TR2212'PEAR POINT IS IN RANGE THROUGH MIDDLE OF DINNER ISLAND, THOUGH
 TR2212'NOT VISIBLE.
 TR2212'
 TR2212'STATION MARK IS A 5/8-INCH HOLE, 2 INCHES DEEP, IN SOLID ROCK.
 TR2212
 TR2212                          STATION RECOVERY (1913)
 TR2212
 TR2212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1913 (FHH)
 TR2212'STATION WAS RECOVERED.  THE OLD SIGNAL WAS STILL STANDING.  THE
 TR2212'TREE WHICH WAS BLAZED FOR A REFERENCE MARK WAS BLOWN DOWN.  THE
 TR2212'BLAZE WAS FOUND ON THE TREE AS IT LAY ON THE GROUND.
 TR2212'
 TR2212'THE STATION WAS RE-MARKED BY A COAST SURVEY BRASS STATION
 TR2212'MARK, THE HOLE IN THE CENTER OF THE TRIANGLE BEING IN THE SAME
 TR2212'POSITION AS THE CENTER OF THE 5/8-INCH HOLE WHICH WAS THE FORMER
 TR2212'STATION MARK.  THE STATION MARK WAS SET IN CEMENT, AND ITS SURFACE
 TR2212'IS ABOUT 1/2 INCH ABOVE THE FACE OF THE ROCK.
 TR2212'
 TR2212'A COAST SURVEY BRASS REFERENCE MARK DISK WAS ESTABLISHED, SET
 TR2212'IN CEMENT IN A ROCK IN A NORTHWESTERLY DIRECTION FROM THE STATION,
 TR2212'ITS SURFACE BEING ABOUT 1/2 INCH ABOVE THE SURFACE OF THE ROCK,
 TR2212'AND THE ARROW POINTING TOWARDS THE STATION, WHOSE DISTANCE IS 7.41
 TR2212'METERS.
 TR2212
 TR2212                          STATION RECOVERY (1940)
 TR2212
 TR2212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2212'STATION WAS FOUND MARKED WITH AN OLD-TYPE STANDARD DISK AND IT
 TR2212'WAS STAMPED ARGYLE 1897-1940.  REFERENCE MARKS WERE ESTABLISHED
 TR2212'AND STAMPED IN LIKE MANNER.
 TR2212'
 TR2212'ON THE W SIDE OF SAN JUAN CHANNEL ON A SMALL POINT, THE NEAREST
 TR2212'POINT TO DINNER ISLAND, 0.3 NAUTICAL MILE FROM DINNER
 TR2212'ISLAND.  STATION IS IN LEDGE 4 METERS BACK FROM HIGH WATER AND 8
 TR2212'FEET ABOVE HIGH WATER.  HIGHEST POINTS OF LEDGE ARE 4 METERS W
 TR2212'AND 15 METERS S OF STATION.  THE LARGE GRAVEL PIT W OF PEAR POINT
 TR2212'SHOWS HALFWAY BETWEEN THE LEFT TANGENT OF DINNER ISLAND AND
 TR2212'STATION LITTLE ISLAND.  THE RIGHT TANGENT OF DINNER ISLAND IS IN
 TR2212'RANGE WITH FISHERMANS BAY.  ALL MARKS ARE IN LEDGE.
 TR2212'
 TR2212'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN
 TR2212'BEDROCK, NO.1 IS 2.485 METERS FROM STATION.  NO.2 IS 7.355 METERS
 TR2212'FROM STATION.
 TR2212
 TR2212                          STATION RECOVERY (1950)
 TR2212
 TR2212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2212'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2212'CONDITION AS REMARKED BY F.H.H. IN 1913 AND L.C.W. IN 1940.
 TR2212'
 TR2212'ON THE E SIDE OF SAN JUAN ISLAND, ABOUT 2 MILES S OF THE TOWN
 TR2212'OF FRIDAY HARBOR, ON THE S SIDE OF NORTH BAY, ON A ROUNDED
 TR2212'ROCKY HEADLAND OPPOSITE AND ABOUT 510 METERS W OF THE S END OF
 TR2212'DINNER ISLAND, ABOUT 37 METERS NNW OF THE N GABLE OF A DESERTED
 TR2212'BUILDING, 15 METERS N AND 4 METERS E OF THE HIGHEST POINT IN THE
 TR2212'AREA, AND 4.6 METERS W OF THE HIGH-WATER LINE.  STATION MARK IS
 TR2212'A BRONZE STATION DISK STAMPED ARGYLE 1897 1940 CEMENTED IN A
 TR2212'DRILL HOLE AND PROJECTING SLIGHTLY ABOVE THE SURFACE.
 TR2212'
 TR2212'R.M. 1 IS SSW OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 TR2212'STAMPED ARGYLE 1 1897 1940 CEMENTED IN A DRILL HOLE AND FLUSH WITH
 TR2212'THE SURFACE.
 TR2212'
 TR2212'R.M. 2 IS NW OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 TR2212'STAMPED ARGYLE R M 2 1897 1940 CEMENTED IN A DRILL HOLE, AND
 TR2212'PROJECTING SLIGHTLY ABOVE THE SURFACE.
 TR2212'
 TR2212'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2212
 TR2212                          STATION RECOVERY (1953)
 TR2212
 TR2212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR2212'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR2212'AS DESCRIBED BY C.W.C. IN 1950.  THE 1950 DESCRIPTION IS ADEQUATE,
 TR2212'EXCEPT THAT THE DESERTED BUILDING, MENTIONED, HAS BEEN TORN DOWN
 TR2212'AND A NEW COTTAGE ERECTED ON THE SITE.  STATION IS ABOUT 20 M. N OF
 TR2212'THE NE CORNER OF THE COTTAGE.  THE FOLLOWING MEASUREMENTS TO THE
 TR2212'REFERENCE MARKS ARE IN AGREEMENT WITH THE DISTANCES SHOWN IN
 TR2212'THE 1940 DESCRIPTION OF L.C.W.--
 TR2212'
 TR2212'STATION TO REFERENCE MARK 1 IS 2.488 M. (8.16 FT.).
 TR2212'
 TR2212'STATION TO REFERENCE MARK 2 IS 7.350 M. (24.115 FT.).
 TR2212
 TR2212                          STATION RECOVERY (1978)
 TR2212
 TR2212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 TR2212'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 TR2212'WERE RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 TR2212'FOLLOWS--
 TR2212'
 TR2212'THE STATION IS ABOUT 2 MILES SOUTH OF FRIDAY HARBOR, ON THE WEST
 TR2212'SIDE OF GRIFFIN BAY, ON THE NORTHEAST CORNER OF THE POINT BETWEEN
 TR2212'NORTH BAY AND MERRIFIELD COVE, ABOUT 1100 FEET WEST OF THE SOUTHERN
 TR2212'TIP OF DINNER ISLAND AND IN SECTION 26, T35N, R3W.
 TR2212'
 TR2212'FROM THE INTERSECTION OF SPRING STREET AND ARGYLE AVENUE IN
 TR2212'FRIDAY HARBOR, GO SOUTH ON ARGYLE AVENUE FOR 1.75 MILES TO A Y,
 TR2212'WHERE THE BLACKTOP ROAD GOES RIGHT, WEST.  CONTINUE STRAIGHT AHEAD,
 TR2212'SOUTH ON THE GRAVEL ROAD FOR 0.5 MILE TO A ROAD LEFT AT A CURVE TO
 TR2212'THE RIGHT, TURN LEFT AND FOLLOW CAMERAN ROAD 0.15 MILE (PASSING
 TR2212'THREE DRIVEWAYS WHICH BRANCH OFF TO THE LEFT) TO THE END OF THE
 TR2212'ROAD AT MR. TOM KELLEYS HOUSE.  WALK AROUND SOUTH SIDE OF HOUSE,
 TR2212'THEN NORTH ALONG THE EDGE OF THE WATER ABOUT 40 YARDS TO THE
 TR2212'STATION.
 TR2212'
 TR2212'THE STATION MARK, STAMPED ARGYLE 1897 1940, IS A STANDARD DISK SET
 TR2212'IN BEDROCK AT THE NORTHEAST EDGE OF THE POINT, ABOUT 12 FEET ABOVE
 TR2212'THE WATER, 8 FEET SOUTHWEST OF THE CLIFF AT THE HIGH WATERLINE AND
 TR2212'ON A LARGE BLACK BOULDER WHICH SLOPES TO THE NORTH FROM THE MARK.
 TR2212'
 TR2212'REFERENCE MARK NO. 1, STAMPED ARGYLE 1 1897 1940, IS A STANDARD
 TR2212'DISK SET IN THE SAME OUTCROP AS THE STATION, 6 FEET NORTHWEST OF
 TR2212'THE EDGE OF A CREVASSE AND ABOUT 6 INCHES HIGHER THAN THE STATION
 TR2212'MARK.
 TR2212'
 TR2212'REFERENCE MARK NO. 2, STAMPED ARGYLE RM 2 1897 1940, IS A STANDARD
 TR2212'DISK SET IN BEDROCK SEVERAL FEET HIGHER THAN THE STATION MARK,
 TR2212'6 FEET SOUTHWEST OF THE BLUFF AT THE HIGH WATER LINE AND ON A LARGE
 TR2212'BLACK ROCK WHICH SLOPES TO THE NORTH FROM THE MARK.
 TR2212'
 TR2212'TOM KELLEYS FLAGPOLE IS THE APPROXIMATELY 30-FOOT HIGH FLAGPOLE
 TR2212'MOUNTED ON A 4-FOOT SQUARE CONCRETE BASE ABOUT 12 FEET EAST OF THE
 TR2212'NORTHEAST CORNER OF MR. KELLEYS HOUSE.
 TR2212'
 TR2212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR2212'2 MILES SOUTH OF FRIDAY HARBOR.
 TR2212
 TR2212                          STATION RECOVERY (1995)
 TR2212
 TR2212'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR2212'RECOVERED IN GOOD CONDITION.
 TR2212
 TR2212                          STATION RECOVERY (2001)
 TR2212
 TR2212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2212'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2977 ***********************************************************************
 SY2977  DESIGNATION -  ARLETTA
 SY2977  PID         -  SY2977
 SY2977  STATE/COUNTY-  WA/PIERCE
 SY2977  USGS QUAD   -  FOX ISLAND (1994)
 SY2977
 SY2977                         *CURRENT SURVEY CONTROL
 SY2977  ___________________________________________________________________
 SY2977* NAD 83(1991)-  47 17 14.67265(N)    122 40 31.79901(W)     ADJUSTED  
 SY2977* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY2977  ___________________________________________________________________
 SY2977  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 SY2977  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY2977
 SY2977  HORZ ORDER  -  SECOND
 SY2977
 SY2977.The horizontal coordinates were established by classical geodetic methods
 SY2977.and adjusted by the National Geodetic Survey in December 1991..
 SY2977
 SY2977.The orthometric height was scaled from a topographic map.
 SY2977
 SY2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2977
 SY2977.The geoid height was determined by GEOID03.
 SY2977
 SY2977;                    North         East     Units Scale Factor Converg.
 SY2977;SPC WA S     -   219,473.647   335,452.099   MT  0.99998982   -1 34 49.0
 SY2977;SPC WA S     -   720,056.46  1,100,562.43   sFT  0.99998982   -1 34 49.0
 SY2977;SPC WA N     -    33,622.992   360,652.128   MT  1.00004643   -1 22 17.5
 SY2977;SPC WA N     -   110,311.43  1,183,239.52   sFT  1.00004643   -1 22 17.5
 SY2977;UTM  10      - 5,237,154.699   524,537.705   MT  0.99960740   +0 14 18.4
 SY2977
 SY2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2977!SPC WA S     -   1.00000243  x   0.99998982  =   0.99999225
 SY2977!SPC WA N     -   1.00000243  x   1.00004643  =   1.00004886
 SY2977!UTM  10      -   1.00000243  x   0.99960740  =   0.99960983
 SY2977
 SY2977:                Primary Azimuth Mark                     Grid Az
 SY2977:SPC WA S     -  HOOK                                     216 31 57.7
 SY2977:SPC WA N     -  HOOK                                     216 19 26.2
 SY2977:UTM  10      -  HOOK                                     214 42 50.3
 SY2977
 SY2977|---------------------------------------------------------------------|
 SY2977| PID    Reference Object                     Distance      Geod. Az  |
 SY2977|                                                           dddmmss.s |
 SY2977| SY2992 HOOK                                APPROX. 0.9 KM 2145708.7 |
 SY2977| CE3343 ARLETTA RM                            9.220 METERS 24840     |
 SY2977|---------------------------------------------------------------------|
 SY2977
 SY2977                          SUPERSEDED SURVEY CONTROL
 SY2977
 SY2977  NAD 83(1986)-  47 17 14.66746(N)    122 40 31.80935(W) AD(       ) 2
 SY2977  NAD 27      -  47 17 15.31700(N)    122 40 27.33800(W) AD(       ) 2
 SY2977
 SY2977.Superseded values are not recommended for survey control.
 SY2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2977.See file dsdata.txt to determine how the superseded data were derived.
 SY2977
 SY2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2453837155(NAD 83)
 SY2977_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2977_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY2977
 SY2977  HISTORY     - Date     Condition        Report By
 SY2977  HISTORY     - 1935     MONUMENTED       CGS
 SY2977  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY2977  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY2977
 SY2977                          STATION DESCRIPTION
 SY2977
 SY2977'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2977'STATION IS LOCATED ON THE N SHORE OF HALE PASSAGE, ABOUT 3/8 MILE
 SY2977'W OF THE DOCK AT ARLETTA.  THE POINT ABOUT 3/4 MILE TO EASTWARD
 SY2977'IS WELL OPEN OF END OF DOCK.  STATION SET IN HARDPAN FLUSH WITH
 SY2977'BEACH LEVEL, AT ABOUT THE HIGH HIGH-WATER MARK, ABOUT 2 METERS
 SY2977'FROM BARE BLUFF WHICH IS ABOUT 14 FEET HIGH.  THIS BLUFF IS
 SY2977'PROMINENT SINCE IT DROPS DOWN TO BEACH LEVEL ON EITHER SIDE.
 SY2977'
 SY2977'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY2977'CONCRETE AS DESCRIBED IN NOTES 1C AND 11C.
 SY2977
 SY2977                          STATION RECOVERY (1960)
 SY2977
 SY2977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 SY2977'THIS STATION WAS DESTROYED BY CONSTRUCTION IN THE AREA.  THE DISK
 SY2977'FROM THE STATION MARK WAS OBTAINED.
 SY2977'
 SY2977'THIS STATION IS LOST.
 SY2977
 SY2977                          STATION RECOVERY (1966)
 SY2977
 SY2977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2977'NO TRACE OF EITHER THE STATION MARK OR THE REFERENCE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0260 ***********************************************************************
 TR0260  DESIGNATION -  ARLINGTON
 TR0260  PID         -  TR0260
 TR0260  STATE/COUNTY-  WA/SNOHOMISH
 TR0260  USGS QUAD   -  ARLINGTON WEST (1981)
 TR0260
 TR0260                         *CURRENT SURVEY CONTROL
 TR0260  ___________________________________________________________________
 TR0260* NAD 83(1986)-  48 11 40.     (N)    122 07 36.     (W)     SCALED    
 TR0260* NAVD 88     -        36.382  (meters)     119.36   (feet)  ADJUSTED  
 TR0260  ___________________________________________________________________
 TR0260  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 TR0260  DYNAMIC HT  -          36.389 (meters)     119.39  (feet)  COMP
 TR0260  MODELED GRAV-     980,808.8   (mgal)                       NAVD 88
 TR0260
 TR0260  VERT ORDER  -  SECOND    CLASS 0
 TR0260
 TR0260.The horizontal coordinates were scaled from a topographic map and have
 TR0260.an estimated accuracy of +/- 6 seconds.
 TR0260
 TR0260.The orthometric height was determined by differential leveling
 TR0260.and adjusted by the National Geodetic Survey in June 1991..
 TR0260
 TR0260.The geoid height was determined by GEOID03.
 TR0260
 TR0260.The dynamic height is computed by dividing the NAVD 88
 TR0260.geopotential number by the normal gravity value computed on the
 TR0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0260.degrees latitude (g = 980.6199 gals.).
 TR0260
 TR0260.The modeled gravity was interpolated from observed gravity values.
 TR0260
 TR0260;                    North         East    Units  Estimated Accuracy
 TR0260;SPC WA N     -   133,610.      403,860.      MT  (+/- 180 meters Scaled)
 TR0260
 TR0260                          SUPERSEDED SURVEY CONTROL
 TR0260
 TR0260  NGVD 29 (??/??/92)   35.250  (m)          115.65   (f) ADJ UNCH    2 0
 TR0260
 TR0260.Superseded values are not recommended for survey control.
 TR0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0260.See file dsdata.txt to determine how the superseded data were derived.
 TR0260
 TR0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU649382(NAD 83)
 TR0260_MARKER: DB = BENCH MARK DISK
 TR0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0260_SP_SET: BUILDING
 TR0260_STAMPING: ARLINGTON 1934
 TR0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0260
 TR0260  HISTORY     - Date     Condition        Report By
 TR0260  HISTORY     - 1934     MONUMENTED       CGS
 TR0260  HISTORY     - 1968     GOOD             LOCENG
 TR0260  HISTORY     - 19910716 GOOD             USPSQD
 TR0260  HISTORY     - 19991222 GOOD             USPSQD
 TR0260
 TR0260                          STATION DESCRIPTION
 TR0260
 TR0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TR0260'IN ARLINGTON.
 TR0260'AT ARLINGTON, SNOHOMISH COUNTY, AT THE INTERSECTION OF OLYMPIC AND
 TR0260'THIRD STREETS, AT THE NORTHEAST CORNER OF THE CITY HALL, IN THE WALL
 TR0260'OF THE BUILDING FACING OLYMPIC STREET, 8 INCHES SOUTH OF THE CORNER,
 TR0260'AND 4.3 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED ARLINGTON
 TR0260'1934 AND SET VERTICALLY.
 TR0260
 TR0260                          STATION RECOVERY (1968)
 TR0260
 TR0260'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 TR0260'RECOVERED IN GOOD CONDITION.
 TR0260
 TR0260                          STATION RECOVERY (1991)
 TR0260
 TR0260'RECOVERY NOTE BY US POWER SQUADRON 1991 (TAT)
 TR0260'RECOVERED IN GOOD CONDITION.
 TR0260
 TR0260                          STATION RECOVERY (1999)
 TR0260
 TR0260'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2547 ***********************************************************************
 TR2547  SACS        -  This is a Secondary Airport Control Station.
 TR2547  DESIGNATION -  ARLINGTON CBL 0
 TR2547  PID         -  TR2547
 TR2547  STATE/COUNTY-  WA/SNOHOMISH
 TR2547  USGS QUAD   -  ARLINGTON WEST (1981)
 TR2547
 TR2547                         *CURRENT SURVEY CONTROL
 TR2547  ___________________________________________________________________
 TR2547* NAD 83(1998)-  48 09 42.67996(N)    122 10 12.44883(W)     ADJUSTED  
 TR2547* NAVD 88     -        40.18   (meters)     131.8    (feet)  GPS OBS   
 TR2547  ___________________________________________________________________
 TR2547  X           -  -2,269,417.871 (meters)                     COMP
 TR2547  Y           -  -3,607,945.146 (meters)                     COMP
 TR2547  Z           -   4,728,912.777 (meters)                     COMP
 TR2547  LAPLACE CORR-          10.45  (seconds)                    DEFLEC99
 TR2547  ELLIP HEIGHT-          17.44  (meters)          (07/02/01) GPS OBS
 TR2547  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 TR2547
 TR2547  HORZ ORDER  -  FIRST
 TR2547  ELLP ORDER  -  THIRD     CLASS II
 TR2547
 TR2547.This mark is at Arlington Municipal Airport (AWO)
 TR2547
 TR2547.The horizontal coordinates were established by GPS observations
 TR2547.and adjusted by the National Geodetic Survey in July 2001..
 TR2547.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR2547.DATUM ITEM on the data sheet items page.
 TR2547
 TR2547.The orthometric height was determined by GPS observations and a
 TR2547.high-resolution geoid model.
 TR2547
 TR2547.GPS derived orthometric heights for airport stations designated as
 TR2547.PACS or SACS are published to 2 decimal places.  This maintains
 TR2547.centimeter relative accuracy between the PACS and SACS.  It does
 TR2547.not indicate centimeter accuracy relative to other marks which are
 TR2547.part of the NAVD 88 network.
 TR2547
 TR2547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR2547
 TR2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2547
 TR2547.The ellipsoidal height was determined by GPS observations
 TR2547.and is referenced to NAD 83.
 TR2547
 TR2547.The geoid height was determined by GEOID03.
 TR2547
 TR2547;                    North         East     Units Scale Factor Converg.
 TR2547;SPC WA N     -   130,041.625   400,564.628   MT  0.99994255   -0 59 43.0
 TR2547;SPC WA N     -   426,644.90  1,314,185.78   sFT  0.99994255   -0 59 43.0
 TR2547;UTM  10      - 5,334,623.025   561,710.849   MT  0.99964679   +0 37 05.9
 TR2547
 TR2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2547!SPC WA N     -   0.99999727  x   0.99994255  =   0.99993982
 TR2547!UTM  10      -   0.99999727  x   0.99964679  =   0.99964406
 TR2547
 TR2547                          SUPERSEDED SURVEY CONTROL
 TR2547
 TR2547  NAD 83(1998)-  48 09 42.67957(N)    122 10 12.44971(W) AD(       ) 1
 TR2547  ELLIP H (07/23/97)   17.46   (m)                       GP(       ) 3 1
 TR2547  NAD 83(1991)-  48 09 42.67782(N)    122 10 12.44958(W) AD(       ) 1
 TR2547  ELLIP H (12/09/91)   17.65   (m)                       GP(       ) 4 1
 TR2547  NAD 83(1991)-  48 09 42.67738(N)    122 10 12.44962(W) AD(       ) 1
 TR2547  ELLIP H (10/15/91)   17.66   (m)                       GP(       ) 4 1
 TR2547  NAD 83(1986)-  48 09 42.67885(N)    122 10 12.45347(W) AD(       ) 1
 TR2547  NGVD 29 (06/19/89)   39.3    (m)          129.     (f) GPS OBS        
 TR2547
 TR2547.Superseded values are not recommended for survey control.
 TR2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2547.See file dsdata.txt to determine how the superseded data were derived.
 TR2547
 TR2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU6171134623(NAD 83)
 TR2547_MARKER: DQ = CALIBRATION BASE LINE DISK
 TR2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2547_SP_SET: CONCRETE POST
 TR2547_STAMPING: 0
 TR2547_MARK LOGO: WALSA 
 TR2547_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2547+STABILITY: SURFACE MOTION
 TR2547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2547+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1997
 TR2547
 TR2547  HISTORY     - Date     Condition        Report By
 TR2547  HISTORY     - 1986     MONUMENTED       NGS
 TR2547  HISTORY     - 1986     GOOD             NGS
 TR2547  HISTORY     - 19861010 GOOD             NGS
 TR2547  HISTORY     - 1988     GOOD             NGS
 TR2547  HISTORY     - 19900516 GOOD             NGS
 TR2547  HISTORY     - 19920615 GOOD             NGS
 TR2547  HISTORY     - 19960806 GOOD             CHANCE
 TR2547  HISTORY     - 19970903 GOOD             NGS
 TR2547
 TR2547                          STATION DESCRIPTION
 TR2547
 TR2547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 TR2547'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTH OF ARLINGTON,
 TR2547'3.0 KM (1.8 MI) EAST OF INTERSTATE HIGHWAY 5 AND AT THE ARLINGTON
 TR2547'AIRPORT.  PERMISSION TO VISIT THE STATION MUST BE OBTAINED FROM THE
 TR2547'AIRPORT MANAGERS OFFICE AT THE AIRPORT.
 TR2547'
 TR2547'TO REACH THE STATION FROM THE JUNCTION IF INTESTATE HIGHWAY 5 AND
 TR2547'172ND STREET NE, EXIT 206, GO NORTHEAST ON 172ND STREET FOR 2.90 KM
 TR2547'(1.8 MI) TO 59TH AVENUE NORTHEAST.  TURN LEFT AND GO NORTH ON 59TH
 TR2547'AVENUE NORTHEAST FOR 2.09 KM (1.3 MI) TO A GATE.  TURN LEFT, PASSING
 TR2547'THROUGH THE GATE AND GO WESTERLY FOR 0.16 KM (0.1 MI) TO AN OPEN
 TR2547'AREA THAT CURVES SOUTH AND THEN GOES IN FOUR DIFFERENT DIRECTIONS
 TR2547'AND THE CBL 1500 MARK STRAIGHT AHEAD.  CONTINUE WESTERLY ON THE
 TR2547'PAVED SURFACE FOR 0.24 KM (0.15 MI) TO RUNWAY 16.  CROSS THE RUNWAY
 TR2547'AND CONTINUE WESTERLY FOR 1.1 KM (0.7 MI) TO A TAXIWAY.  CROSS THE
 TR2547'TAXIWAY AND CONTINUE AHEAD FOR 0.16 KM (0.1 MI) TO THE STATION ON
 TR2547'THE RIGHT IN THE GRASS.
 TR2547'
 TR2547'THE STATION MARK IS AN LSAW DISK STAMPED---0 METERS---
 TR2547'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36 CM (14 INCHES) IN
 TR2547'DIAMETER AND IS RECESSED 9 CM (3 INCHES) BELOW THE GROUND SURFACE.
 TR2547'IT IS 10.5 M (34.5 FT) SOUTHWEST OF THE EDGE OF THE EAST-WEST RUNWAY
 TR2547'AND 0.9 M (2.8 FT) NORTHEAST OF A WITNESS POST.
 TR2547'
 TR2547'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR2547'
 TR2547'DESCRIBED BY DA WEGENAST.
 TR2547
 TR2547                          STATION RECOVERY (1986)
 TR2547
 TR2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 TR2547'RECOVERED IN GOOD CONDITION.
 TR2547
 TR2547                          STATION RECOVERY (1986)
 TR2547
 TR2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 TR2547'THIS BASE LINE IS LOCATED 4.8 KM (3.0 MI) SOUTH OF ARLINGTON,
 TR2547'WASHINGTON, AT THE ARLINGTON AIRPORT.
 TR2547' 
 TR2547'TO REACH THE BASELINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 TR2547'172ND STREET NE (EXIT 206 OFF I-5) IN ARLINGTON, GO NORTHEAST ON 172ND
 TR2547'STREET NE FOR 2.9 KM (1.8 MI) TO 59TH AVENUE NE. TURN LEFT AND HEAD
 TR2547'NORTH FOR 2.1 KM (1.3 MI) TO THE NORTHERN MOST GATE OF THE AIRPORT.
 TR2547'TURN LEFT, THRU THE GATE, AND HEAD WESTERLY ON THE GRAVEL ROAD FOR 0.5
 TR2547'KM (0.3 MI). THERE THE ROAD CURVES SOUTH, CONTINUE AHEAD FOR 0.2 KM
 TR2547'(0.1 MI) TO THE JUNCTION OF SMALL TAXIWAY.  TURN RIGHT, EAST, FOR 15.2
 TR2547'M (50 FT) TO THE JUNCTION OF A NE-SW TAXIWAY LEADING PAST THE ULTRA
 TR2547'LIGHT HANGERS. TURN LEFT AND HEAD SOUTHWEST ON THE TAXIWAY FOR 1.1 KM
 TR2547'(0.7 MI) TO THE JUNCTION OF A SOUTHEAST-NORTHWEST RUNWAY.  TURN LEFT,
 TR2547'SOUTHEAST, FOR 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE RIGHT.
 TR2547' 
 TR2547'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 TR2547'THE SOUTHWEST END.  IT IS MADE UP OF 0, 150, 430, AND 1500 METER
 TR2547'POINTS.  ALL MARKS ARE SET IN LINE AND PARALLEL TO THE
 TR2547'NORTHEAST-SOUTHWEST RUNWAY.
 TR2547' 
 TR2547'THE 0 METER POINT IS A L.S.A.W. DISK STAMPED--0--, SET INTO THE TOP OF
 TR2547'AN IRREGULAR MASS OF CONCRETE, SET 9.0 CM (0.3 FT) BELOW GROUND
 TR2547'SURFACE.  IT IS LOCATED 10.5 M (34.5 FT) SOUTHWEST OF THE EAST-WEST
 TR2547'RUNWAY AND 0.9 M (2.8 FT) NORTHEAST OF THE WITNESS POST.
 TR2547' 
 TR2547'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS
 TR2547'ASSOCIATION OF WASHINGTON.  FOR FURTHER INFORMATION CONTACT BILL
 TR2547'LLOYD, CASCADE SURVEYING AND ENGINEERING, INC, 102 E. DIVISION, P.O.
 TR2547'BOX 326, ARLINGTON, WASHINGTON  98223. TELEPHONE (206) 435-5551.
 TR2547
 TR2547                          STATION RECOVERY (1988)
 TR2547
 TR2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 TR2547'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 TR2547'THE ROUTE TO REACH THE STATION IS COMPLETE AND ADQUATE FOR RECOVERY
 TR2547'AT THIS DATE.
 TR2547'
 TR2547'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR2547'
 TR2547'DESCRIBED BY DA WEGENAST.
 TR2547
 TR2547                          STATION RECOVERY (1990)
 TR2547
 TR2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TR2547'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH OF ARLINGTON, 3.0
 TR2547'KM (1.9 MI) EAST OF INTERSTATE HIGHWAY 5 AND AT THE ARLINGTON
 TR2547'AIRPORT.  PERMISSION TO VISIT THE STATION MUST BE OBTAINED AT THE
 TR2547'AIRPORT MANAGERS OFFICE AT THE AIRPORT.
 TR2547'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND 172ND STREET
 TR2547'NORTHEAST, EXIT NUMBER 206, GO NORTHEAST ON 172ND STREET FOR 2.90 KM
 TR2547'(1.80 MI) TO THE INTERSECTION OF 59TH AVENUE NORTHEAST.  TURN LEFT
 TR2547'AND GO NORTH ON 59TH AVENUE NORTHEAST FOR 2.09 KM (1.30 MI) TO A
 TR2547'GATE.  TURN LEFT AND GO WEST, PASSING THROUGH THE GATE FOR 0.16 KM
 TR2547'(0.10 MI)  TO AN OPEN AREA WHERE THE ROAD TURNS SOUTH AND THEN GOES
 TR2547'IN FOUR DIFERENT DIRECTIONS AND THE 1500 METER MARK STRAIGHT AHEAD.
 TR2547'CONTINUE WESTERLY ON THE PAVED SURFACE FOR 0.24 KM (0.15 MI) TO
 TR2547'RUNWAY NUMBER 16.  CROSS THE RUNWAY AND CONTINUE WESTERLY ON THE
 TR2547'TAXIWAY FOR 1.1 KM (0.7 MI) TO A TAXIWAY.  CROSS THE TAXIWAY AND
 TR2547'CONTINUE AHEAD FOR 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT IN
 TR2547'THE GRASS.
 TR2547'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 TR2547'RECESSED 9 CM (3 INCHES) BELOW THE GROUND SURFACE.  IT IS 10.5 M
 TR2547'(34.4 FT) SOUTHWEST OF THE EDGE OF THE EAST-WEST RUNWAY AND 0.9 M
 TR2547'(3.0 FT) NORTHEAST OF A WITNESS POST.
 TR2547
 TR2547                          STATION RECOVERY (1992)
 TR2547
 TR2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TR2547'THE STATION IS LOCATED AT THE ARLINGTON MUNI AIRPORT ABOUT 1000 FT
 TR2547'(304.8 M) NORTHWEST OF CL END RUNWAY 11, AND WEST OF THE SOUTHWEST END
 TR2547'OF THE OLD ABANDONED RUNWAY.  THE STATION IS LOCATED 58.9 FT (18.0 M)
 TR2547'SOUTH OF AN ABANDONED LIGHT BASE, 61.0 FT (18.6 M) WEST OF AN
 TR2547'ABANDONED THRESHOLD LIGHT BASE FOR THE OLD END 100.0 FT (30.5 M) NORTH
 TR2547'OF THE 100 FT (30.5 M) CALIBRATION DISK AND 2.8 FT (0.9 M) EAST OF A
 TR2547'FIBERGLASS WITNESS POST.  THE STATION IS A STANDARD CALIBRATION
 TR2547'BASELINE DISK STAMPED LAW 0 METER (0.0 FT) ARLINGTON BASELINE AND SET
 TR2547'IN THE TOP OF A CONCRETE MONUMENT AND ABOUT 0.2 FT (6.1 CM) BELOW THE
 TR2547'SURFACE.  NOTE, NGS POSITION TIED TO HARN.
 TR2547
 TR2547                          STATION RECOVERY (1996)
 TR2547
 TR2547'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 TR2547'NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED 12.5 MI (20.1 KM) NORTH
 TR2547'OF EVERETT AND 3.5 MI (5.6 KM) SW FROM ARLINGTON, AT THE ARLINGTON
 TR2547'MUNICIPAL AIRPORT, CORY DUSKIN - AIRPORT MANAGER, PHONE 360-435-8554
 TR2547'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 5 AND STATE
 TR2547'HIGHWAY 531, (EXIT 206) SOUTHWEST OF ARLINGTON, PROCEED EAST ON STATE
 TR2547'HIGHWAY 531 1.8 MI (2.9 KM) TO A CROSSROAD.  TURN LEFT AND PROCEED
 TR2547'NORTH ON 59TH AVENUE NE 0.8 MI (1.3 KM) TO A DRIVEWAY ON THE LEFT
 TR2547'LEADING TO THE AIRPORT OFFICE.  ENTER THE DRIVEWAY AND PROCEED WEST
 TR2547'APPROXIMATELY 100 FT, (30.5 M) THEN BEAR RIGHT ONTO 59TH DRIVE NE,
 TR2547'PROCEED NORTH ON 59TH DRIVE NE 0.7 MILES (1.1 KM) TO A GATE AND HANGAR
 TR2547'ACCESS ROAD.  TURN LEFT AND PROCEED WEST 0.1 MILES (0.2 KM) TO THE
 TR2547'JUNCTION OF THE RAMP, TAXIWAY A AND TAXIWAY A4.  PROCEED WEST ON
 TR2547'TAXIWAY A4 ACROSS RUNWAY 16-34 AND ONTO AN ABANDONED RUNWAY FOR A
 TR2547'TOTAL OF 0.93 MI (1.50 KM) TO THE JUNCTION WITH THE OVERRUN OF RUNWAY
 TR2547'11-29 AND THE STATION 10 M (32.8 FT) WEST OF THE WEST EDGE OF THE
 TR2547'PAVEMENT AND IN LINE WITH THE EXTENDED NORTHERN EDGE OF THE ABANDONED
 TR2547'RUNWAY  THE STATION IS A LAND SURVEYORS ASSOCIATION OF WASHINGTON
 TR2547'CALIBRATION BASELINE DISK SET IN TOP OF A ROUND CONCRETE MONUMENT
 TR2547'RECESSED 20 CM BELOW THE SURFACE.  THE STATION IS LOCATED 0.8 METERS
 TR2547'(2.6 FT) EAST OF A FIBERGLAS WITNESS POST, 17.8 M (58.4 FT) SOUTH OF
 TR2547'AN OLD CONCRETE RUNWAY LIGHT BASE, 10.4 M (34.1 FT) SOUTHWEST OF THE
 TR2547'SOUTHWEST EDGE OF PAVEMENT, 46.2 M (151.6 FT) NORTHWEST OF A 20 CM
 TR2547'DIAMETER VALVE COVER IN THE JUNCTION OF THE RUNWAYS.  30.48 M (100.00
 TR2547'FT) SOUTHWEST OF THE 100 FT (30.5 M) CALIBRATION MONUMENT  THE STATION
 TR2547'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 TR2547'WASHINGTON ANA SURVEYS 1996
 TR2547
 TR2547                          STATION RECOVERY (1997)
 TR2547
 TR2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 TR2547'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2548 ***********************************************************************
 TR2548  FBN         -  This is a Federal Base Network Control Station.
 TR2548  PACS        -  This is a Primary Airport Control Station.
 TR2548  DESIGNATION -  ARLINGTON CBL 1500
 TR2548  PID         -  TR2548
 TR2548  STATE/COUNTY-  WA/SNOHOMISH
 TR2548  USGS QUAD   -  ARLINGTON WEST (1981)
 TR2548
 TR2548                         *CURRENT SURVEY CONTROL
 TR2548  ___________________________________________________________________
 TR2548* NAD 83(1998)-  48 10 13.17980(N)    122 09 15.95547(W)     ADJUSTED  
 TR2548* NAVD 88     -        42.98   (meters)     141.0    (feet)  N HEIGHT  
 TR2548  ___________________________________________________________________
 TR2548  X           -  -2,268,057.087 (meters)                     COMP
 TR2548  Y           -  -3,607,973.967 (meters)                     COMP
 TR2548  Z           -   4,729,543.263 (meters)                     COMP
 TR2548  LAPLACE CORR-          12.05  (seconds)                    DEFLEC99
 TR2548  ELLIP HEIGHT-          20.34  (meters)          (03/21/00) GPS OBS
 TR2548  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 TR2548  DYNAMIC HT  -          42.99  (meters)     141.0   (feet)  COMP
 TR2548  MODELED GRAV-     980,793.9   (mgal)                       NAVD 88
 TR2548
 TR2548  HORZ ORDER  -  A
 TR2548  VERT ORDER  -  THIRD
 TR2548  ELLP ORDER  -  THIRD     CLASS II
 TR2548
 TR2548.This mark is at Arlington Municipal Airport (AWO)
 TR2548
 TR2548.The horizontal coordinates were established by GPS observations
 TR2548.and adjusted by the National Geodetic Survey in March 2000..
 TR2548.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR2548.DATUM ITEM on the data sheet items page.
 TR2548
 TR2548.The orthometric height was determined by differential leveling
 TR2548.and adjusted by the National Geodetic Survey in October 1996..
 TR2548.WARNING-GPS observations at this control monument resulted in a GPS
 TR2548.derived orthometric height which differed from the leveled height by
 TR2548.more than one decimeter (0.1 meter).
 TR2548
 TR2548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR2548
 TR2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2548
 TR2548.The ellipsoidal height was determined by GPS observations
 TR2548.and is referenced to NAD 83.
 TR2548
 TR2548.The geoid height was determined by GEOID03.
 TR2548
 TR2548.The dynamic height is computed by dividing the NAVD 88
 TR2548.geopotential number by the normal gravity value computed on the
 TR2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR2548.degrees latitude (g = 980.6199 gals.).
 TR2548
 TR2548.The modeled gravity was interpolated from observed gravity values.
 TR2548
 TR2548;                    North         East     Units Scale Factor Converg.
 TR2548;SPC WA N     -   130,963.327   401,747.955   MT  0.99994267   -0 59 00.9
 TR2548;SPC WA N     -   429,668.85  1,318,068.08   sFT  0.99994267   -0 59 00.9
 TR2548;UTM  10      - 5,335,577.401   562,867.411   MT  0.99964856   +0 37 48.3
 TR2548
 TR2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2548!SPC WA N     -   0.99999681  x   0.99994267  =   0.99993948
 TR2548!UTM  10      -   0.99999681  x   0.99964856  =   0.99964537
 TR2548
 TR2548                          SUPERSEDED SURVEY CONTROL
 TR2548
 TR2548  NAD 83(1998)-  48 10 13.17941(N)    122 09 15.95635(W) AD(       ) B
 TR2548  ELLIP H (07/23/97)   20.36   (m)                       GP(       ) 3 1
 TR2548  NAD 83(1991)-  48 10 13.17784(N)    122 09 15.95676(W) AD(       ) B
 TR2548  ELLIP H (05/29/91)   20.55   (m)                       GP(       ) 4 1
 TR2548  NAD 83(1986)-  48 10 13.17865(N)    122 09 15.95988(W) AD(       ) 1
 TR2548  NAVD 88 (07/23/97)   42.98   (m)          141.0    (f) LEVELING    3  
 TR2548  NGVD 29 (??/??/??)   41.85   (m)          137.3    (f) N HEIGHT    3  
 TR2548
 TR2548.Superseded values are not recommended for survey control.
 TR2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2548.See file dsdata.txt to determine how the superseded data were derived.
 TR2548
 TR2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU6286735577(NAD 83)
 TR2548_MARKER: DQ = CALIBRATION BASE LINE DISK
 TR2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2548_SP_SET: CONCRETE POST
 TR2548_STAMPING: 1500
 TR2548_MARK LOGO: WALSA 
 TR2548_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2548+STABILITY: SURFACE MOTION
 TR2548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2548+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1998
 TR2548
 TR2548  HISTORY     - Date     Condition        Report By
 TR2548  HISTORY     - 1986     MONUMENTED       NGS
 TR2548  HISTORY     - 1986     GOOD             NGS
 TR2548  HISTORY     - 19861010 GOOD             NGS
 TR2548  HISTORY     - 1988     GOOD             NGS
 TR2548  HISTORY     - 19890807 GOOD             NGS
 TR2548  HISTORY     - 19900627 GOOD
 TR2548  HISTORY     - 19920715 GOOD             NGS
 TR2548  HISTORY     - 19960806 GOOD             CHANCE
 TR2548  HISTORY     - 19970903 GOOD             NGS
 TR2548  HISTORY     - 19980514 GOOD             WA-061
 TR2548
 TR2548                          STATION DESCRIPTION
 TR2548
 TR2548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 TR2548'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTH OF ARLINGTON,
 TR2548'3.0 KM (1.8 MI) EAST OF INTERSTATE HIGHWAY 5 AND AT THE ARLINGTON
 TR2548'AIRPORT.  PERMISSION TO VISIT THE STATION CAN BE OBTAINED FROM THE
 TR2548'AIRPORT MANAGERS OFFICE AT THE AIRPORT.
 TR2548'
 TR2548'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 TR2548'172ND STREET, EXIT 206.  GO EAST ON 172ND STREET FOR 2.90 KM
 TR2548'(1.8 MI) TO 59TH AVENUE NORTHEAST.  TURN RIGHT AND GO NORTH ON 59TH
 TR2548'AVENUE NORTHEAST FOR 2.09 KM (1,3 MI) TO A GATE ON THE LEFT.  TURN
 TR2548'LEFT, PASS THROUGH THE GATE AND GO WESTERLY FOR 0.16 KM (0.1 MI) TO
 TR2548'AN OPEN AREA WITH ROADS LEADING IN MANY DIRECTIONS AND THE STATION
 TR2548'STRAIGHT AHEAD AT THE NORTH EDGE OF THE TAXIWAY.
 TR2548'
 TR2548'THE STATION MARK IS AN LSAW DISK STAMPED---1500 METERS---SET IN THE
 TR2548'TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 36 CM (14 INCHES) IN
 TR2548'DIAMETER AND IS RECESSED 15 CM (5 INCHES) BELOW THE GROUND SURFACE.
 TR2548'IT IS 1.2 M (4 FT) WEST-NORTHWEST OF THE NORTHEAST-SOUTHWEST RUNWAY
 TR2548'AND 1.2 M (4 FT) EAST-SOUTHEAST OF A WITNESS POST.
 TR2548'
 TR2548'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR2548'
 TR2548'DESCRIBED BY DA WEGENAST.
 TR2548
 TR2548                          STATION RECOVERY (1986)
 TR2548
 TR2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 TR2548'RECOVERED IN GOOD CONDITION.
 TR2548
 TR2548                          STATION RECOVERY (1986)
 TR2548
 TR2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 TR2548'THIS BASE LINE IS LOCATED 4.8 KM (3.0 MI) SOUTH OF ARLINGTON,
 TR2548'WASHINGTON, AT THE ARLINGTON AIRPORT.
 TR2548' 
 TR2548'TO REACH THE BASELINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 TR2548'172ND STREET NE (EXIT 206 OFF I-5) IN ARLINGTON, GO NORTHEAST ON 172ND
 TR2548'STREET NE FOR 2.9 KM (1.8 MI) TO 59TH AVENUE NE. TURN LEFT AND HEAD
 TR2548'NORTH FOR 2.1 KM (1.3 MI) TO THE NORTHERN MOST GATE OF THE AIRPORT.
 TR2548'TURN LEFT, THRU THE GATE, AND HEAD WESTERLY ON THE GRAVEL ROAD FOR 0.5
 TR2548'KM (0.3 MI). THERE THE ROAD CURVES SOUTH, CONTINUE AHEAD FOR 0.2 KM
 TR2548'(0.1 MI) TO THE JUNCTION OF SMALL TAXIWAY.  TURN RIGHT, EAST, FOR 15.2
 TR2548'M (50 FT) TO THE JUNCTION OF A NE-SW TAXIWAY LEADING PAST THE ULTRA
 TR2548'LIGHT HANGERS. TURN LEFT AND HEAD SOUTHWEST ON THE TAXIWAY FOR 1.1 KM
 TR2548'(0.7 MI) TO THE JUNCTION OF A SOUTHEAST-NORTHWEST RUNWAY.  TURN LEFT,
 TR2548'SOUTHEAST, FOR 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE RIGHT.
 TR2548' 
 TR2548'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 TR2548'THE SOUTHWEST END.  IT IS MADE UP OF 0, 150, 430, AND 1500 METER
 TR2548'POINTS.  ALL MARKS ARE SET IN LINE AND PARALLEL TO THE
 TR2548'NORTHEAST-SOUTHWEST RUNWAY.
 TR2548' 
 TR2548'THE 1500 METER POINT IS A L.S.A.W. DISK STAMPED--1500--, SET INTO THE
 TR2548'TOP OF AN IRREGULAR MASS OF CONCRETE SET 15 CM (0.5 FT) BELOW THE
 TR2548'GROUND SURFACE.  IT IS LOCATED 1.2 M (4.0 FT) WNW OF THE NE-SW RUNWAY
 TR2548'AND 1.2 M (4.0 FT) ESE OF THE WITNESS POST.
 TR2548' 
 TR2548'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS
 TR2548'ASSOCIATION OF WASHINGTON.  FOR FURTHER INFORMATION CONTACT BILL
 TR2548'LLOYD, CASCADE SURVEYING AND ENGINEERING, INC, 102 E. DIVISION, P.O.
 TR2548'BOX 326, ARLINGTON, WASHINGTON  98223. TELEPHONE (206) 435-5551.
 TR2548
 TR2548                          STATION RECOVERY (1988)
 TR2548
 TR2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 TR2548'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 TR2548'THE ROUTE TO REACH THE STATION IS COMPLETE AND ADQUATE FOR RECOVERY
 TR2548'AT THIS DATE.
 TR2548'
 TR2548'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR2548'
 TR2548'DESCRIBED BY DA WEGENAST.
 TR2548
 TR2548                          STATION RECOVERY (1989)
 TR2548
 TR2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TR2548'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH OF ARLINGTON, 3.0
 TR2548'KM (1.9 MI) EAST OF INTERSTATE HIGHWAY 5 AND AT THE ARLINGTON
 TR2548'AIRPORT.  AT THE ARLINGTON CALIBRATION BASE LINE SITE.
 TR2548'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND 172ND
 TR2548'STREET IN SNOHOMISH COUNTY, GO EAST ON 172ND STREET FOR 2.90 KM
 TR2548'(1.80 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON 59TH AVENUE
 TR2548'NORTHEAST FOR 2.09 KM (1.30 MI) TO A GATE ON THE LEFT.  PERMISSION TO
 TR2548'VISIT THE STATION CAN BE OBTAINED FROM THE AIRPORT OFFICE.  TURN
 TR2548'LEFT, PASS THROUGH THE GATE AND GO WESTERLY FOR 0.16 KM (0.10 MI) TO
 TR2548'A POINT WHERE ROADS LEAD OFF IN MANY DIRECTIONS AND THE STATION.
 TR2548'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 TR2548'RECESSED 15 CM (3 INCHES) BELOW THE GROUND SURFACE.  IT IS 1.2 M
 TR2548'(3.9 FT) WEST-NORTHWEST OF THE NORTHEAST-SOUTHWEST RUNWAY AND 1.2 M
 TR2548'(3.9 FT) EAST-SOUTHEAST OF A WITNESS POST.
 TR2548
 TR2548                          STATION RECOVERY (1990)
 TR2548
 TR2548'RECOVERED 1990
 TR2548'RECOVERED IN GOOD CONDITION.
 TR2548
 TR2548                          STATION RECOVERY (1992)
 TR2548
 TR2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DAH)
 TR2548'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE AIRPORT NEAR RWY
 TR2548'END 16.  THE ARLINGTON CALIBRATION BASELINE IS SET ALONG THE NORTHWEST
 TR2548'EDGE OF AN ABANDONED NE/SW RUNWAY WHICH IS NOW USED AS A TAXIWAY.
 TR2548'1500 METER (4921.2 FT) HAS BEEN COVERED BY CONSTRUCTION OF A N/S
 TR2548'TAXIWAY AND IS ACCESSED THROUGH A NINE INCH ROUND STEEL COVER. THE
 TR2548'STATION IS 623.7 FT (190.1 M) NORTHEAST OF CL END RWY 16, 50.1 FT
 TR2548'(15.3 M) SOUTHWEST OF A FIBERGLASS WITNESS POST, AND 40.9 FT (12.5 M)
 TR2548'EAST OF THE WEST EDGE OF THE N/S TAXIWAY.  IT IS A LSAW DISK STAMPED,
 TR2548'LSAW 1500 METER (4921.2 FT) ARLINGTON BASELINE, 7 INCHES BELOW THE
 TR2548'SURFACE OF THE TAXIWAY.  NOTE, NGS GPS HARN POSITION
 TR2548
 TR2548                          STATION RECOVERY (1996)
 TR2548
 TR2548'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 TR2548'NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED 12.5 MI (20.1 KM) NORTH
 TR2548'OF EVERETT AND 3.5 MI (5.6 KM) SW FROM ARLINGTON, AT THE ARLINGTON
 TR2548'MUNICIPAL AIRPORT, CORY DUSKIN - AIRPORT MANAGER, PHONE 360-435-8554
 TR2548'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 5 AND STATE
 TR2548'HIGHWAY 531, (EXIT 206) SOUTHWEST OF ARLINGTON, PROCEED EAST ON STATE
 TR2548'HIGHWAY 531 1.8 MI (2.9 KM) TO A CROSSROAD.  TURN LEFT AND PROCEED
 TR2548'NORTH ON 59TH AVENUE NE 0.8 MI (1.3 KM) TO A DRIVEWAY ON THE LEFT
 TR2548'LEADING TO THE AIRPORT OFFICE.  ENTER THE DRIVEWAY AND PROCEED WEST
 TR2548'APPROXIMATELY 100 FT, (30.5 M) THEN BEAR RIGHT ONTO 59TH DRIVE NE,
 TR2548'PROCEED NORTH ON 59TH DRIVE NE 0.7 MILES (1.1 KM) TO A GATE AND HANGAR
 TR2548'ACCESS ROAD.  TURN LEFT AND PROCEED WEST 0.1 MILES (0.2 KM) TO THE
 TR2548'JUNCTION OF THE RAMP AND TAXIWAY A AND THE STATION ON THE RIGHT,
 TR2548'SOUTHWEST OF A SMALL GRASS ISLAND  THE STATION IS A LAND SURVEYORS
 TR2548'ASSOCIATION OF WASHINGTON CALIBRATION BASELINE DISK SET IN TOP OF A
 TR2548'ROUND CONCRETE MONUMENT, RECESSED 15 CM BELOW THE ASPHALT AND ACCESS
 TR2548'IS GAINED THROUGH A CAST IRON WATER VALVE COVER.  THE STATION IS
 TR2548'LOCATED 15.2 M (49.9 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST,
 TR2548'33.6 M (110.2 FT) SOUTHEAST OF A -DO NOT ENTER- SIGN, 32.0 M (105.0
 TR2548'FT) NORTHEAST OF A TAXIWAY INFORMATION SIGN, 37.1 M (121.7 FT) SOUTH
 TR2548'OF THE NORTH EDGE OF AN ABANDONED TAXIWAY, AND 13.55 METERS (44.46 FT)
 TR2548'SOUTHWEST OF AN ABANDONED RUNWAY LIGHT BASE  THE STATION IS DESIGNATED
 TR2548'AS A PRIMARY AIRPORT CONTROL STATION (PACS) - WASHINGTON ANA SURVEYS
 TR2548'1996
 TR2548
 TR2548                          STATION RECOVERY (1997)
 TR2548
 TR2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 TR2548'RECOVERED AS DESCRIBED.
 TR2548
 TR2548                          STATION RECOVERY (1998)
 TR2548
 TR2548'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1998 (JM)
 TR2548'THE STATION IS LOCATED AT THE NORTH END OF EAST TAXI WAY OF ARLINGTON
 TR2548'AIRPORT.  TO REACH FROM THE MAIN ENTRANCE OF ARLINGTON AIRPORT, GO
 TR2548'NORTHERLY ON 59TH AVE NE 0.60 MI (0.97 KM) TO 192ND ST NE.  GO
 TR2548'WESTERLY THROUGH GATE APPROX.  0.12 MI (0.19 KM) .  IT IS A 3.5 INCH
 TR2548'BRASS DISK IN CONC., IN CASE DOWN 0.23 FT (7.01 CM) FROM EDGE RIM IN
 TR2548'LINE WITH NORTH EDGE OF SW/NE TAXIWAY AND 3.060 M (10.039 FT) WEST OF
 TR2548'EAST EDGE OF EAST TAXI WAY RUNNING N/S AND +- 35 M (114.8 FT) SOUTH OF
 TR2548'NORTH END TAXIWAY.  WITNESS POST BEARS N 37 E AT +- 15 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1024 ***********************************************************************
 TR1024  DESIGNATION -  ARLINGTON HIGH SCHOOL CHIMNEY
 TR1024  PID         -  TR1024
 TR1024  STATE/COUNTY-  WA/SNOHOMISH
 TR1024  USGS QUAD   -  ARLINGTON EAST (1968)
 TR1024
 TR1024                         *CURRENT SURVEY CONTROL
 TR1024  ___________________________________________________________________
 TR1024* NAD 83(1991)-  48 11 27.57409(N)    122 07 19.41992(W)     ADJUSTED  
 TR1024* NAVD 88     -                                                        
 TR1024  ___________________________________________________________________
 TR1024  LAPLACE CORR-          13.80  (seconds)                    DEFLEC99
 TR1024  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 TR1024
 TR1024  HORZ ORDER  -  THIRD
 TR1024
 TR1024.The horizontal coordinates were established by classical geodetic methods
 TR1024.and adjusted by the National Geodetic Survey in December 1991..
 TR1024
 TR1024
 TR1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1024
 TR1024.The geoid height was determined by GEOID03.
 TR1024
 TR1024;                    North         East     Units Scale Factor Converg.
 TR1024;SPC WA N     -   133,219.880   404,193.681   MT  0.99994306   -0 57 34.1
 TR1024;SPC WA N     -   437,072.22  1,326,092.10   sFT  0.99994306   -0 57 34.1
 TR1024;UTM  10      - 5,337,901.256   565,247.921   MT  0.99965231   +0 39 15.9
 TR1024
 TR1024                          SUPERSEDED SURVEY CONTROL
 TR1024
 TR1024  NAD 83(1986)-  48 11 27.57647(N)    122 07 19.42101(W) AD(       ) 4
 TR1024  NAD 27      -  48 11 28.24000(N)    122 07 14.92000(W) AD(       ) 3
 TR1024
 TR1024.Superseded values are not recommended for survey control.
 TR1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1024.See file dsdata.txt to determine how the superseded data were derived.
 TR1024
 TR1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU6524837901(NAD 83)
 TR1024_MARKER: 85 = CHIMNEY
 TR1024
 TR1024  HISTORY     - Date     Condition        Report By
 TR1024  HISTORY     - 1942     FIRST OBSERVED   CGS
 TR1024  HISTORY     - 1982     GOOD             NGS
 TR1024
 TR1024                          STATION DESCRIPTION
 TR1024
 TR1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCP)
 TR1024'THE CHIMNEY IS LOCATED ON THE S END OF THE ARLINGTON HIGH SCHOOL
 TR1024'IN THE SOUTHEASTERN PART OF ARLINGTON.  IT IS SQUARE IN CROSS
 TR1024'SECTION AND PROJECTS ABOUT TEN FEET ABOVE THE ROOF.  THIS IS AN
 TR1024'INTERSECTION STATION.
 TR1024
 TR1024                          STATION RECOVERY (1982)
 TR1024
 TR1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MLS)
 TR1024'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE
 TR1024'IS NOW A BLACK VENT ON TOP OF THE CHIMNEY.
 TR1024'
 TR1024'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ARLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2533 ***********************************************************************
 TR2533  DESIGNATION -  ARLINGTON RESET
 TR2533  PID         -  TR2533
 TR2533  STATE/COUNTY-  WA/SNOHOMISH
 TR2533  USGS QUAD   -  ARLINGTON EAST (1968)
 TR2533
 TR2533                         *CURRENT SURVEY CONTROL
 TR2533  ___________________________________________________________________
 TR2533* NAD 83(1991)-  48 12 31.08954(N)    122 06 48.10105(W)     ADJUSTED  
 TR2533* NAVD 88     -        36.38   (+/-2cm)     119.4    (feet)  VERTCON   
 TR2533  ___________________________________________________________________
 TR2533  LAPLACE CORR-          13.76  (seconds)                    DEFLEC99
 TR2533  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 TR2533
 TR2533  HORZ ORDER  -  FIRST
 TR2533  VERT ORDER  -  THIRD ? (See Below)
 TR2533
 TR2533.The horizontal coordinates were established by classical geodetic methods
 TR2533.and adjusted by the National Geodetic Survey in December 1991..
 TR2533
 TR2533.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2533.The vertical order pertains to the NGVD 29 superseded value.
 TR2533
 TR2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2533
 TR2533.The geoid height was determined by GEOID03.
 TR2533
 TR2533;                    North         East     Units Scale Factor Converg.
 TR2533;SPC WA N     -   135,170.523   404,872.999   MT  0.99994350   -0 57 10.8
 TR2533;SPC WA N     -   443,471.96  1,328,320.83   sFT  0.99994350   -0 57 10.8
 TR2533;UTM  10      - 5,339,869.687   565,871.847   MT  0.99965331   +0 39 39.9
 TR2533
 TR2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2533!SPC WA N     -   0.99999778  x   0.99994350  =   0.99994128
 TR2533!UTM  10      -   0.99999778  x   0.99965331  =   0.99965109
 TR2533
 TR2533|---------------------------------------------------------------------|
 TR2533| PID    Reference Object                     Distance      Geod. Az  |
 TR2533|                                                           dddmmss.s |
 TR2533| CF7514 ARLINGTON RM 3                       10.256 METERS 06621     |
 TR2533| CF7513 ARLINGTON RM 2                        9.706 METERS 07641     |
 TR2533| TR1023 ARLINGTON OUR SAVIORS LUTHERN CH CR APPROX. 1.2 KM 2185112.6 |
 TR2533| CF7511 ARLINGTON AZ MK                                    2221017.2 |
 TR2533| TR1026 ARLINGTON RM 4 AZIMUTH              241.908 METERS 25912     |
 TR2533| CF7512 ARLINGTON RM 1                       14.303 METERS 34742     |
 TR2533|---------------------------------------------------------------------|
 TR2533
 TR2533                          SUPERSEDED SURVEY CONTROL
 TR2533
 TR2533  NAD 83(1986)-  48 12 31.09168(N)    122 06 48.09980(W) AD(       ) 1
 TR2533  NAD 27      -  48 12 31.72500(N)    122 06 43.59500(W) AD(       ) 1
 TR2533  NGVD 29 (07/19/86)   35.25   (m)          115.6    (f) LEVELING    3  
 TR2533
 TR2533.Superseded values are not recommended for survey control.
 TR2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2533.See file dsdata.txt to determine how the superseded data were derived.
 TR2533
 TR2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU6587239870(NAD 83)
 TR2533_MARKER: DS = TRIANGULATION STATION DISK
 TR2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2533
 TR2533  HISTORY     - Date     Condition        Report By
 TR2533  HISTORY     - 1974     MONUMENTED       NGS
 TR2533  HISTORY     - 1978     GOOD             NGS
 TR2533  HISTORY     - 1982     GOOD             NGS
 TR2533
 TR2533                          STATION DESCRIPTION
 TR2533
 TR2533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TR2533'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED.  THE
 TR2533'AZIMUTH MARK WAS NOT FOUND.  THE ARROW ON REFERENCE MARK NO. 2 POINTS
 TR2533'NORTH INSTEAD OF WEST.  THE PROPERTY OWNER SAYS THE MARK WAS
 TR2533'BULLDOZED OUT AND RE-PLANTED, BUT THE STATION MARK WAS NOT DISTURBED.
 TR2533'MEASUREMENTS CORRESPOND WITH THIS STATEMENT, (DISTANCE TO R.M. 1
 TR2533'CHECKS, TO R.M. 2 IS 1.8 FEET LONGER).  THE STAMPEING ON REFERENCE
 TR2533'MARK NO. 2 WAS CHANGED, MAKING IT NO. 3 AND A NEW AZIMUTH MARK WAS
 TR2533'ESTABLISHED.
 TR2533'
 TR2533'THE STATION IS ABOUT 1 MILE NORTH-NORTHEAST OF ARLINGTON, ON THE
 TR2533'BENCH ON THE NORTH SIDE OF THE STILLAGUAMISH RIVER, BETWEEN A
 TR2533'POWERLINE AND PIPELINE, ON THE SOUTH SIDE OF 234TH STREET NE AND ON
 TR2533'PROPERTY OWNED BY MR. L. D. JACOBS.
 TR2533'
 TR2533'TO REACH FROM THE POST OFFICE IN ARLINGTON, GO NORTH ON N. OLYMPIC
 TR2533'AVENUE FOR 0.05 MILE TO STATE HIGHWAY 530, TURN RIGHT, GO 1 BLOCK,
 TR2533'BEAR LEFT AND FOLLOW HIGHWAY TOWARD DARRINGTON FOR 0.4 MILE TO THE
 TR2533'BRIDGE OVER THE STILLAGUAMISH RIVER, CONTINUE 0.55 MILE TO THE J.L
 TR2533'BRYSON RESIDENCE IN THE SOUTHEAST CORNER OF THE INTERSECTION OF
 TR2533'234TH STREET NE AND STATE HIGHWAY 530 (AZIMUTH MARK IS AT THE
 TR2533'BRYSON RESIDENCE), GO EAST ON 234TH STREET NE FOR 0.15 MILE TO THE
 TR2533'TOP OF THE HILL AND THE STATION AT THE NORTHEAST CORNER OF THE LAWN
 TR2533'IN FRONT OF MR. L.D. JACOBS RESIDENCE.
 TR2533'
 TR2533'THE STATION MARK, STAMPED ARLINGTON 1941, IS A STANDARD DISK SET IN
 TR2533'A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 33 FEET
 TR2533'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE FOUNDATION, 29.7 FEET
 TR2533'SOUTH OF THE CENTER OF 234TH STREET NE, 9.5 FEET SOUTH-SOUTHEAST OF
 TR2533'THE EASTERN 1 OF 4 SMALL TREES AND AT THE EAST EDGE OF THE LAWN AND
 TR2533'WEST EDGE OF A SMALL GARDEN.
 TR2533'
 TR2533'REFERENCE MARK NO. 1, STAMPED ARLINGTON NO 1 1941, IS A STANDARD
 TR2533'DISK SET IN A SQUARE CONCRETE POST WHICH IS 1 INCH BELOW GROUND.
 TR2533'IT IS 19.2 FEET EAST OF THE PROJECTED EAST SIDE OF THE JACOBS
 TR2533'HOUSE, 16.8 FEET NORTH OF THE CENTER OF THE ROAD, 4.5 FEET SOUTHEAST
 TR2533'OF A CLUMP OF SMALL, BUSH-LIKE TREES, 1 FOOT SOUTH OF A METAL
 TR2533'WITNESS POST AND ON THE UPPER EDGE OF THE DITCH BANK.
 TR2533'
 TR2533'REFERENCE MARK NO. 3, STAMPED ARLINGTON 1941 NO 3 1974, IS A
 TR2533'STANDARD DISK WITH THE ARROW POINTING NORTH INSTEAD OF AT THE
 TR2533'STATION, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 TR2533'IT IS 36 FEET WEST OF THE WESTERN 1 OF 4 POWER POLES SUPPORTING A
 TR2533'DOUBLE POWERLINE AND ON LINE WITH THE SOUTH EDGE OF THESE FOUR
 TR2533'POLES.  AND 27.5 FEET SOUTH OF THE CENTER OF THE ROAD, (234TH STREET
 TR2533'NE).
 TR2533'
 TR2533'REFERENCE MARK NO. 4 IS 0.15 MILE WEST OF THE STATION, A STANDARD
 TR2533'DISK, STAMPED ARLINGTON 1941 NO 4 1974, SET IN THE NORTHEAST CORNER
 TR2533'OF THE CONCRETE SLAB AT THE NORTHEAST CORNER OF THE J.L BRYSON
 TR2533'RESIDENCE, ABOUT 100 FEET SOUTHEAST OF THE INTERSECTION OF STATE
 TR2533'HIGHWAY 530 (83RD AVENUE NE) AND 234TH STREET N.E.  THE MARK IS
 TR2533'ABOUT 7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 TR2533'
 TR2533'THE POINT USED AT THE NORTHEAST CORNER OF HOUSE FOUNDATION, IS A
 TR2533'1/4-INCH EXPOSED, DARK-COLORED ROCK ABOUT AN INCH BELOW THE BOARDS ON
 TR2533'THE NORTHEAST CORNER OF THE CONCRETE FOUNDATON OF THE JACOBS
 TR2533'HOUSE.
 TR2533'
 TR2533'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1 MILE
 TR2533'NORTH-NORTHEAST OF ARLINGTON.
 TR2533
 TR2533                          STATION RECOVERY (1978)
 TR2533
 TR2533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 TR2533'THE STATION WAS RECOVERED AS DESCRIBED BY C.L.N. IN 1974 AND ALL
 TR2533'MARKS FOUND IN GOOD CONDITION.
 TR2533'
 TR2533'THE DISTANCE WAS MEASURED TO REFERENCE MARK NO. 4, AND POLARIS
 TR2533'OBSERVATIONS MADE TO DETERMINE THE AZIMUTH.  FIELD COMPUTATIONS
 TR2533'SHOW THE AZIMUTH FROM THE STATION TO REFERENCE MARK NO. 4 TO BE 79
 TR2533'DEG 12 MIN 16 SEC.  (GEODETIC DISTANCE AND AZIMUTH GIVEN).
 TR2533'
 TR2533'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1 MILE
 TR2533'NORTH-NORTHEAST OF ARLINGTON.
 TR2533
 TR2533                          STATION RECOVERY (1982)
 TR2533
 TR2533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MLS)
 TR2533'THE STATION, RM 1, AND RM 3 WERE RECOVERED IN GOOD CONDITION AS
 TR2533'DESCRIBED.  RM 4 WAS NOT SEARCHED FOR.
 TR2533'
 TR2533'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NNE OF
 TR2533'ARLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1026 ***********************************************************************
 TR1026  DESIGNATION -  ARLINGTON RM 4 AZIMUTH
 TR1026  PID         -  TR1026
 TR1026  STATE/COUNTY-  WA/SNOHOMISH
 TR1026  USGS QUAD   -  ARLINGTON EAST (1968)
 TR1026
 TR1026                         *CURRENT SURVEY CONTROL
 TR1026  ___________________________________________________________________
 TR1026* NAD 83(1991)-  48 12 29.62284(N)    122 06 59.61091(W)     ADJUSTED  
 TR1026* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 TR1026  ___________________________________________________________________
 TR1026  LAPLACE CORR-          13.63  (seconds)                    DEFLEC99
 TR1026  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 TR1026
 TR1026  HORZ ORDER  -  THIRD
 TR1026
 TR1026.The horizontal coordinates were established by classical geodetic methods
 TR1026.and adjusted by the National Geodetic Survey in December 1991..
 TR1026.No horizontal observational check was made to the station.
 TR1026
 TR1026.The orthometric height was scaled from a topographic map.
 TR1026
 TR1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1026
 TR1026.The geoid height was determined by GEOID03.
 TR1026
 TR1026;                    North         East     Units Scale Factor Converg.
 TR1026;SPC WA N     -   135,129.187   404,634.662   MT  0.99994349   -0 57 19.4
 TR1026;SPC WA N     -   443,336.34  1,327,538.89   sFT  0.99994349   -0 57 19.4
 TR1026;UTM  10      - 5,339,821.667   565,634.839   MT  0.99965293   +0 39 31.3
 TR1026
 TR1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1026!SPC WA N     -   0.99999704  x   0.99994349  =   0.99994053
 TR1026!UTM  10      -   0.99999704  x   0.99965293  =   0.99964997
 TR1026
 TR1026                          SUPERSEDED SURVEY CONTROL
 TR1026
 TR1026  NAD 83(1986)-  48 12 29.62498(N)    122 06 59.60965(W) AD(       ) 3
 TR1026  NAD 27      -  48 12 30.25779(N)    122 06 55.10434(W) AD(       ) 3
 TR1026
 TR1026.Superseded values are not recommended for survey control.
 TR1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1026.See file dsdata.txt to determine how the superseded data were derived.
 TR1026
 TR1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU6563539822(NAD 83)
 TR1026_MARKER: DR = REFERENCE MARK DISK
 TR1026_SETTING: 0 = UNSPECIFIED SETTING
 TR1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1026
 TR1026  HISTORY     - Date     Condition        Report By
 TR1026  HISTORY     - 1978     MONUMENTED       NGS
 TR1026
 TR1026                          STATION DESCRIPTION
 TR1026
 TR1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TR1026'TO REACH STATION ARLINGTON FROM THE POST OFFICE IN ARLINGTON, GO NORTH
 TR1026'ON N. OLYMPIC AVENUE FOR 0.05 MILE TO STATE HIGHWAY 530, TURN RIGHT,
 TR1026'GO 1 BEAR LEFT AND FOLLOW HIGHWAY TOWARD DARRINGTON FOR 0.4 MILE TO
 TR1026'THE BRIDGE OVER THE STILLAGUAMISH RIVER, CONTINUE 0.55 MILE TO THE J.L
 TR1026'BRYSON RESIDENCE IN THE SOUTHEAST CORNER OF THE INTERSECTION OF
 TR1026'234TH STREET NE AND STATE HIGHWAY 530,
 TR1026'GO EAST ON 234TH STREET NE FOR 0.15 MILE TO THE
 TR1026'TOP OF THE HILL AND STATION ARLINGTON AT THE NORTHEAST CORNER OF THE
 TR1026'LAWN IN FRONT OF MR. L.D. JACOBS RESIDENCE.
 TR1026'
 TR1026'REFERENCE MARK NO. 4 IS 0.15 MILE WEST OF THE STATION, A STANDARD
 TR1026'DISK, STAMPED ARLINGTON 1941 NO 4 1974, SET IN THE NORTHEAST CORNER
 TR1026'OF THE CONCRETE SLAB AT THE NORTHEAST CORNER OF THE J.L BRYSON
 TR1026'RESIDENCE, ABOUT 100 FEET SOUTHEAST OF THE INTERSECTION OF STATE
 TR1026'HIGHWAY 530 (83RD AVENUE NE) AND 234TH STREET N.E.  THE MARK IS
 TR1026'ABOUT 7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1063 ***********************************************************************
 TR1063  DESIGNATION -  ARLINGTON WEST RESET
 TR1063  PID         -  TR1063
 TR1063  STATE/COUNTY-  WA/SNOHOMISH
 TR1063  USGS QUAD   -  ARLINGTON WEST (1981)
 TR1063
 TR1063                         *CURRENT SURVEY CONTROL
 TR1063  ___________________________________________________________________
 TR1063* NAD 83(1998)-  48 11 18.21023(N)    122 09 11.09163(W)     ADJUSTED  
 TR1063* NAVD 88     -        19.76   (+/-2cm)      64.8    (feet)  VERTCON   
 TR1063  ___________________________________________________________________
 TR1063  X           -  -2,267,167.083 (meters)                     COMP
 TR1063  Y           -  -3,606,746.924 (meters)                     COMP
 TR1063  Z           -   4,730,865.159 (meters)                     COMP
 TR1063  LAPLACE CORR-          12.50  (seconds)                    DEFLEC99
 TR1063  ELLIP HEIGHT-          -3.07  (meters)          (06/17/02) GPS OBS
 TR1063  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 TR1063
 TR1063  HORZ ORDER  -  FIRST
 TR1063  VERT ORDER  -  THIRD ? (See Below)
 TR1063  ELLP ORDER  -  FOURTH    CLASS I
 TR1063
 TR1063.The horizontal coordinates were established by classical geodetic methods
 TR1063.and adjusted by the National Geodetic Survey in June 2002..
 TR1063.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR1063.DATUM ITEM on the data sheet items page.
 TR1063
 TR1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1063.The vertical order pertains to the NGVD 29 superseded value.
 TR1063
 TR1063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR1063
 TR1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1063
 TR1063.The ellipsoidal height was determined by GPS observations
 TR1063.and is referenced to NAD 83.
 TR1063
 TR1063.The geoid height was determined by GEOID03.
 TR1063
 TR1063;                    North         East     Units Scale Factor Converg.
 TR1063;SPC WA N     -   132,969.798   401,882.868   MT  0.99994301   -0 58 57.3
 TR1063;SPC WA N     -   436,251.75  1,318,510.71   sFT  0.99994301   -0 58 57.3
 TR1063;UTM  10      - 5,337,586.285   562,945.743   MT  0.99964868   +0 37 52.6
 TR1063
 TR1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1063!SPC WA N     -   1.00000048  x   0.99994301  =   0.99994349
 TR1063!UTM  10      -   1.00000048  x   0.99964868  =   0.99964916
 TR1063
 TR1063:                Primary Azimuth Mark                     Grid Az
 TR1063:SPC WA N     -  ARLINGTON WEST AZ MK                     091 59 43.3
 TR1063:UTM  10      -  ARLINGTON WEST AZ MK                     090 22 53.4
 TR1063
 TR1063|---------------------------------------------------------------------|
 TR1063| PID    Reference Object                     Distance      Geod. Az  |
 TR1063|                                                           dddmmss.s |
 TR1063| CF7515 ARLINGTON WEST AZ MK                               0910046.0 |
 TR1063| CF7517 ARLINGTON WEST RM 2                  10.604 METERS 09620     |
 TR1063| CF7519 ARLINGTON WEST RM 4                  13.118 METERS 13508     |
 TR1063| TR1067 ARLINGTON WEST AZ MK 2              APPROX. 0.7 KM 2725109.3 |
 TR1063| CF7516 ARLINGTON WEST RM 1                  10.126 METERS 35929     |
 TR1063| CF7518 ARLINGTON WEST RM 3                  20.409 METERS 35943     |
 TR1063|---------------------------------------------------------------------|
 TR1063
 TR1063                          SUPERSEDED SURVEY CONTROL
 TR1063
 TR1063  NAD 83(1991)-  48 11 18.20801(N)    122 09 11.09253(W) AD(       ) 1
 TR1063  ELLIP H (12/09/91)   -2.92   (m)                       GP(       ) 4 1
 TR1063  NAD 83(1991)-  48 11 18.20777(N)    122 09 11.09253(W) AD(       ) 1
 TR1063  ELLIP H (10/15/91)   -2.87   (m)                       GP(       ) 4 1
 TR1063  NAD 83(1986)-  48 11 18.20957(N)    122 09 11.09250(W) AD(       ) 1
 TR1063  NAD 27      -  48 11 18.84700(N)    122 09 06.58300(W) AD(       ) 1
 TR1063  NGVD 29 (06/19/89)   18.63   (m)           61.1    (f) LEVELING    3  
 TR1063
 TR1063.Superseded values are not recommended for survey control.
 TR1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1063.See file dsdata.txt to determine how the superseded data were derived.
 TR1063
 TR1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU6294637586(NAD 83)
 TR1063_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1063_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TR1063_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TR1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1063+STABILITY: SURFACE MOTION
 TR1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1063+SATELLITE: SATELLITE OBSERVATIONS - 1988
 TR1063
 TR1063  HISTORY     - Date     Condition        Report By
 TR1063  HISTORY     - 1955     MONUMENTED       CGS
 TR1063  HISTORY     - 1960     GOOD             CGS
 TR1063  HISTORY     - 1963     GOOD             CGS
 TR1063  HISTORY     - 1968     GOOD             LOCENG
 TR1063  HISTORY     - 1970     GOOD             NGS
 TR1063  HISTORY     - 1972     GOOD             LOCENG
 TR1063  HISTORY     - 1974     GOOD             NGS
 TR1063  HISTORY     - 1978     GOOD             NGS
 TR1063  HISTORY     - 1979     GOOD             NGS
 TR1063  HISTORY     - 1982     GOOD             NGS
 TR1063  HISTORY     - 1985     GOOD             NGS
 TR1063  HISTORY     - 1988     GOOD             NGS
 TR1063
 TR1063                          STATION DESCRIPTION
 TR1063
 TR1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSH)
 TR1063'THE STATION IS ABOUT ONE AIRLINE MILE WEST-SOUTHWEST OF ARLINGTON
 TR1063'ON THE SOUTH SIDE OF STATE HIGHWAY 1 E.  THIS HIGHWAY HAS BEEN
 TR1063'WIDENED AND ALL BUT THE SUB-SURFACE MARK HAD TO BE MOVED.  THE
 TR1063'REVISED DESCRIPTION IS AS FOLLOWS--
 TR1063'
 TR1063'THE STATION SUB-SURFACE MARK IS A STANDARD DISC SET AS DESCRIBED
 TR1063'AND STAMPED ARLINGTON WEST, 1950.  THE SURFACE MARK IS
 TR1063'A NEW DISC SET IN A 12 INCH BY 30 INCH CYLINDRICAL CONCRETE POST
 TR1063'WHICH IS MOLDED ABOUT 8 INCHES SQUARE AT THE TOP AND SET FLUSH
 TR1063'WITH THE SEMI-SURFACED ROAD SHOULDER.  THE MARK IS STAMPED
 TR1063'ARLINGTON WEST 1950 1955.  IT IS 19 FEET SOUTH OF THE CENTERLINE
 TR1063'OF THE HIGHWAY, 31 FEET NORTH OF THE PROPERTY AND FENCE LINE,
 TR1063'ABOUT 7 FEET SOUTH OF THE EDGE OF THE ASPHALT PAVING AND ABOUT
 TR1063'ONE FOOT NORTH OF THE EDGE OF THE NEW SHOULDER.  THERE IS NOW
 TR1063'NO NEAR POWER POLE.
 TR1063'
 TR1063'THE AZIMUTH MARK IS A STANDARD DISC SET IN A CONCRETE POST ABOUT
 TR1063'4 INCHES ABOVE THE GROUND, 0.3 MILE WEST OF THE STATION, 49 FEET
 TR1063'NORTH OF THE CENTERLINE OF THE HIGHWAY AND ONE FOOT SOUTH OF
 TR1063'THE FENCE LINE.  AN ACCESS ROAD IS BEING PREPARED AT THIS POINT
 TR1063'FOR USE BY THE ADJACENT FARM.  THE ORIGINAL AZIMUTH MARK WAS
 TR1063'DESTROYED AFTER THE NEW MARK WAS ESTABLISHED NEAR THE EDGE OF
 TR1063'THE NEW RIGHT-OF-WAY.  IT IS STAMPED ARLINGTON WEST 1950 1953.
 TR1063'
 TR1063'REFERENCE MARK NO. 3 IS THE ORIGINAL MARK NO. 1 WHICH WAS MOVED
 TR1063'AND RESTAMPED ARLINGTON WEST NO. 3 1950.  IT IS ON THE NORTH SIDE
 TR1063'OF THE ROAD, 49 FEET NORTH OF THE CENTERLINE, ONE FOOT OUTSIDE OF
 TR1063'THE FENCE LINE, AT RIGHT ANGLE ACROSS THE HIGHWAY FROM THE MARK
 TR1063'AND ABOUT FLUSH WITH THE GROUND.
 TR1063'
 TR1063'REFERENCE MARK NO. 4 IS THE ORIGINAL MARK NO. 2 WHICH WAS MOVED
 TR1063'AND RESTAMPED ARLINGTON WEST NO. 4 1950.  IT IS ON THE SOUTH SIDE OF
 TR1063'THE ROAD, 49 FEET SOUTH OF THE CENTERLINE, ONE FOOT OUTSIDE OF
 TR1063'THE FENCE LINE, AND ABOUT 20 FEET WEST OF THE ENTRANCE ROAD TO THE
 TR1063'ADJACENT DAIRY FARM.  AT PRESENT THE MARK PROJECTS ABOUT 8 INCHES
 TR1063'ABOVE THE GROUND.
 TR1063'
 TR1063'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON GO SOUTH ON
 TR1063'STATE HIGHWAY 1 E FOR 0.7 MILE TO A FORK AT THE UNION OIL COMPANY
 TR1063'BULK PLANT ON THE RIGHT.  TURN RIGHT (WEST) ON HIGHWAY 1 E FOR 0.8
 TR1063'MILE TO THE STATION ON THE LEFT (SOUTH) SIDE OF THE ROAD.
 TR1063
 TR1063                          STATION RECOVERY (1960)
 TR1063
 TR1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1063'THE STATION AND REFERENCE MARK 1 WERE SEARCHED FOR AND WERE NOT
 TR1063'FOUND.  STATE HIGHWAY 1E HAS BEEN WIDENED AND PAVED.  IT IS POSSIBLE
 TR1063'THE STATION AND REFERENCE MARK 1 WERE DESTROYED DURING THE ROAD
 TR1063'REPAIR OPERATIONS.
 TR1063'
 TR1063'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 TR1063'MARK WAS NOT SEARCHED FOR.
 TR1063
 TR1063                          STATION RECOVERY (1963)
 TR1063
 TR1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 TR1063'THE STATION WAS RECOVERED.  IN 1955 THE STATION MARK WAS RESET
 TR1063'OVER THE UNDERGROUND MARK.  THE REFERENCE MARKS WERE MOVED AND
 TR1063'THE AZIMUTH MARK WAS MOVED.  THE DESCRIPTION WRITTEN IN 1955 HAS
 TR1063'NUMEROUS ERRORS--THE STATION IS NOT IN KING COUNTY, REFERENCE MARK
 TR1063'NO. 3 IS STAMPED NO. 1, AND REFERENCE MARK NO. 4 IS STAMPED
 TR1063'NO. 2.  THE AZIMUTH MARK IS STAMPED ARLINGTON 1941 1953, AND IS
 TR1063'NORTH OF THE FENCE, NOT SOUTH, AND IS 0.45 MILE WEST OF THE
 TR1063'STATION, NOT 0.3 MILE.  IT IS ABOUT 2 INCHES BELOW THE SURFACE
 TR1063'OF THE ACCESS ROAD WHICH IS JUST A FILL THROUGH THE DITCH INTO
 TR1063'AN OPEN FIELD.  A CHECK OF THE RECORDS INDICATES THAT THIS
 TR1063'MUST BE THE AZIMUTH MARK FOR ARLINGTON WEST AND NOT FOR
 TR1063'STATION ARLINGTON, AS INDICATED BY THE STAMPING.  THE DIRECTIONS
 TR1063'GIVEN IN THE 1955 DESCRIPTION TO THE AZIMUTH MARK AND THE
 TR1063'REFERENCE MARKS ARE WRONG, GIVING AN INDICATION IT MAY BE THE
 TR1063'DIRECTION TO BALD MTN. 1941 THAT IS OFF ABOUT 1 DEG 12 MIN 16
 TR1063'SEC.  THE AZIMUTH TO THE AZIMUTH MARK FROM THE STATION IS 92 DEG
 TR1063'51 MIN 16 SEC.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 TR1063'
 TR1063'THE STATION IS ABOUT ONE AIRLINE MILE WEST-SOUTHWEST OF ARLINGTON
 TR1063'ON THE SOUTH SHOULDER OF STATE HIGHWAY 1E.
 TR1063'
 TR1063'THE STATION MARK, STAMPED ARLINGTON WEST 1950 1955, IS A STANDARD
 TR1063'DISK SET IN CONCRETE 3 INCHES BELOW THE GRAVELED SHOULDER OF THE
 TR1063'ROAD.  IT IS 138-1/2 FEET EAST OF THE FIRST POWER POLE (NO. 23)
 TR1063'WEST OF THE DRIVEWAY INTO THE DAIRY FARM, 67 FEET WEST OF THE
 TR1063'CENTER OF THE DRIVEWAY, 32-1/2 FEET NORTH OF A METAL WITNESS
 TR1063'POST AND FENCE LINE AND 18-1/2 FEET SOUTH OF THE CENTERLINE
 TR1063'OF HIGHWAY 1E.
 TR1063'
 TR1063'REFERENCE MARK NO. 1, STAMPED ARLINGTON WEST NO. 1 1950, IS A
 TR1063'STANDARD DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 TR1063'GROUND.  IT IS 48.4 FEET NORTH OF THE CENTER LINE OF THE ROAD, 7
 TR1063'FEET EAST-NORTHEAST OF A TELEPHONE POLE, AND 1.2 FEET SOUTH OF A
 TR1063'FENCE.
 TR1063'
 TR1063'REFERENCE MARK NO. 2, STAMPED ARLINGTON WEST NO. 2 1950, IS A
 TR1063'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8
 TR1063'INCHES.  IT IS 36 FEET WEST OF THE CENTER OF THE DRIVEWAY INTO
 TR1063'THE DAIRY FARM, 31 FEET EAST OF THE WITNESS POST, 47.7 FEET SOUTH
 TR1063'OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET NORTH OF THE FENCE
 TR1063'LINE.
 TR1063'
 TR1063'THE AZIMUTH MARK, STAMPED ARLINGTON 1941 1953, IS A STANDARD
 TR1063'DISK SET IN CONCRETE 2 INCHES BELOW GROUND LEVEL.  IT IS 48.3 FEET
 TR1063'NORTH OF THE CENTER LINE OF THE HIGHWAY, 40 FEET EAST OF A
 TR1063'TELEPHONE POLE, 5.6 FEET WEST OF A CORNER FENCE POST AND 2.4 FEET
 TR1063'NORTH OF A WIRE FENCE.
 TR1063'
 TR1063'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON, GO SOUTH
 TR1063'ON OLYMPIC AVE. FOR 0.15 MILE TO MAPLE STREET, TURN RIGHT ON
 TR1063'MAPLE STREET AND GO 0.6 MILE TO A Y, TAKE RIGHT FORK 0.7 MILE TO
 TR1063'A CROSSROAD, CONTINUE WEST 0.15 MILE TO THE STATION ON THE LEFT
 TR1063'67 FEET WEST OF THE CENTER OF THE DRIVEWAY INTO THE DAIRY FARM.
 TR1063'
 TR1063'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST 0.45
 TR1063'MILE TO THE FILL THROUGH THE DITCH AND THE MARK ON THE RIGHT.
 TR1063
 TR1063                          STATION RECOVERY (1968)
 TR1063
 TR1063'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 TR1063'ARLINGTON WEST GOOD
 TR1063'
 TR1063'ARLINGTON WEST NO.2 GOOD
 TR1063'
 TR1063'DIST IS 42.95------SHOULD BE STAMPED RM 4 RE DESCRIPTION.
 TR1063'
 TR1063'DID NOT FIND RM 3.  HIWAY HAS BEEN WIDENED.
 TR1063
 TR1063                          STATION RECOVERY (1970)
 TR1063
 TR1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 TR1063'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 TR1063'RECOVERED.  ALL MARKS EXCEPT THE SUB-SURFACE MARK WERE MOVED IN
 TR1063'1955, ACCORDING TO THE RECOVERY NOTE DATED THAT YEAR.  REFERENCE
 TR1063'MARKS 3 AND 4 ARE DESCRIBED IN THIS RECOVERY NOTE, BUT THE MARKS
 TR1063'WERE STAMPED NO. 1 AND NO.2.  RECOVERY NOTE SAYS THE STAMPING WAS
 TR1063'CHANGED, BUT EVIDENTLY IT WASNT.  STAMPING WAS CHANGED DURING
 TR1063'THIS RECOVERY.  THE AZIMUTH MARK WAS FOUND 0.45 MILE WEST OF
 TR1063'THE STATION INSTEAD OF 0.3 MILE AS STATED.  A COMPLETE NEW
 TR1063'DESCRIPTION FOLLOWS--
 TR1063'
 TR1063'THE STATION IS ABOUT 10 MILES NORTH OF MARYSVILLE, 1.5 MILES NORTH
 TR1063'OF THE ARLINGTON AIRPORT, 1 MILE WEST-SOUTHWEST OF ARLINGTON, 1
 TR1063'MILE EAST OF THE SOUTH TIP OF A HORSESHOE BEND IN THE
 TR1063'STILLAGUAMISH RIVER AND IN SECTION 10, T 31 N, R 5 E.
 TR1063'
 TR1063'THE STATION MARK, STAMPED ARLINGTON WEST 1950 1955, IS A STANDARD
 TR1063'DISK SET IN A SQUARE CONCRETE POST ON THE SHOULDER OF THE ROAD
 TR1063'AND 2 INCHES BELOW GROUND.  IT IS 68 FEET WEST OF THE CENTER OF A
 TR1063'DRIVEWAY, 32.6 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND WITNESS
 TR1063'POST, AND 19.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 530.
 TR1063'
 TR1063'REFERENCE MARK NO. 3, STAMPED ARLINGTON WEST NO 3 1950 1955, IS
 TR1063'A STANDARD DISK SET IN A SQUARE CONCRETE POST 2 INCHES BELOW
 TR1063'GROUND.  IT IS 47.5 FEET NORTH OF THE CENTER OF THE HIGHWAY, 7
 TR1063'FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 3.5 FEET NORTH OF THE
 TR1063'LINE OF TELEPHONE POLES, AND 1.5 FEET WEST OF A LINE PROJECTED
 TR1063'THROUGH THE STATION MARK AND WITNESS POST.  THERE IS A SPEED
 TR1063'LIMIT SIGN ON LINE BETWEEN THE STATION AND REFERENCE MARK.
 TR1063'
 TR1063'REFERENCE MARK NO. 4, STAMPED ARLINGTON WEST NO 4 1950 1955, IS A
 TR1063'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 TR1063'INCHES.  IT IS 49 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 36 FEET
 TR1063'WEST OF THE CENTER OF THE DRIVEWAY, 31.0 FEET EAST OF THE WITNESS
 TR1063'POST AND 3.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 TR1063'
 TR1063'THE AZIMUTH MARK, STAMPED ARLINGTON 1941 1953, IS A STANDARD DISK
 TR1063'SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 48.5
 TR1063'FEET NORTH OF THE CENTER OF THE HIGHWAY, 40 FEET EAST OF A
 TR1063'TELEPHONE POLE, 6.5 FEET WEST-NORTHWEST OF THE EAST GATEPOST, 4
 TR1063'FEET NORTH OF THE LINE OF TELEPHONE POLES AND 2 FEET LOWER THAN
 TR1063'THE ROAD.  (THIS MARK IS NOT STAMPED AS STATED IN 1955 RECOVERY
 TR1063'NOTE).
 TR1063'
 TR1063'REACHED FROM THE WESTERN JUNCTION OF STATE HIGHWAY 9 AND STATE
 TR1063'HIGHWAY 530 IN THE NORTHWESTERN PART OF ARLINGTON BY GOING WEST
 TR1063'ON STATE HIGHWAY 530 FOR 1.45 MILES TO A CROSSROAD (59TH AVE. NE),
 TR1063'CONTINUE WEST ON THE HIGHWAY FOR 0.1 MILE TO A DRIVEWAY INTO A
 TR1063'DAIRY FARM ON THE LEFT AND THE STATION 68 FEET WEST OF THE CENTER
 TR1063'OF THE DRIVEWAY.  CONTINUE WEST ON STATE HIGHWAY 530 FOR 0.45
 TR1063'MILE TO A GATE INTO A PASTURE ON THE RIGHT AND THE AZIMUTH MARK
 TR1063'ON THE RIGHT, BETWEEN THE GATEPOSTS.
 TR1063
 TR1063                          STATION RECOVERY (1972)
 TR1063
 TR1063'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KRG)
 TR1063'ARLINGTON WEST 1950 EXCELLENT
 TR1063'
 TR1063'ARLINGTON WEST GOOD
 TR1063'
 TR1063'AZIMUTH MARK 1950 1953
 TR1063'
 TR1063'AZIMUTH MARK IN CENTER OF SMALL DIRT ACCESS ROAD ENTERING AN
 TR1063'OPEN FIELD TO NORTH OF ROAD.
 TR1063
 TR1063                          STATION RECOVERY (1974)
 TR1063
 TR1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TR1063'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 TR1063'RECOVERED IN GOOD CONDITION.  THE STAMPING ON THE AZIMUTH MARK
 TR1063'WAS CHANGED.  THE FOLLOWING DESCRIPTION INCORPORATES ALL THE
 TR1063'CHANGES MADE IN STAMPING, DIRECTIONS, ETC. SINCE MARKS WERE SET IN
 TR1063'1955.  1963 RECOVERY NOTE GIVES THE AZIMUTH TO THE AZIMUTH MARK
 TR1063'AS 92 DEG 51 MIN 16 SEC, AS DETERMINED FROM OBSERVATIONS TO
 TR1063'FRAILEY MTN. L.O.T.
 TR1063'
 TR1063'THE STATION IS ABOUT 10 MILES NORTH OF MARYSVILLE, 1.5 MILES
 TR1063'NORTH OF THE ARLINGTON AIRPORT, 1 MILE WEST-SOUTHWEST OF ARLINGTON,
 TR1063'1 MILE EAST OF THE SOUTH TIP OF A HORSESHOE BEND IN THE
 TR1063'STILLAGUAMISH RIVER AND IN SECTION 10, T 31 N, R 5 E.
 TR1063'
 TR1063'TO REACH FROM THE POST OFFICE IN ARLINGTON, GO NORTH ON N. OLYMPIC
 TR1063'AVE. FOR 1/2 BLOCK, TURN LEFT AND GO WESTERLY ON STATE HIGHWAY 530
 TR1063'FOR 1.15 MILES TO THE WEST END OF A CURVE AND 212TH STREET NE,
 TR1063'CONTINUE WEST ON THE HIGHWAY FOR 0.45 MILE TO A DRIVEWAY INTO A
 TR1063'DAIRY FARM AND THE STATION ON THE LEFT, 0.1 MILE WEST OF 59TH
 TR1063'AVENUE NE.
 TR1063'
 TR1063'THE STATION MARK, STAMPED ARLINGTON WEST 1950 1955, IS A
 TR1063'STANDARD DISK SET IN A SQUARE CONCRETE POST ON THE SHOULDER OF
 TR1063'STATE HIGHWAY 530 AND 2 INCHES BELOW GROUND.  IT IS 68 FEET WEST
 TR1063'OF THE CENTER OF THE DRIVEWAY, 32.6 FEET NORTH OF THE RIGHT-OF-WAY
 TR1063'FENCE AND WITNESS POST AND 19.5 FEET SOUTH OF THE CENTER OF
 TR1063'STATE HIGHWAY 530.
 TR1063'
 TR1063'REFERENCE MARK NO. 3, STAMPED ARLINGTON WEST NO 3 1950 1955, IS A
 TR1063'STANDARD DISK SET IN A SQUARE CONCRETE POST 2 INCHES BELOW
 TR1063'GROUND.  IT IS 47.5 FEET NORTH OF THE CENTER OF THE HIGHWAY, 1.5
 TR1063'FEET WEST OF A LINE PROJECTED THROUGH THE STATION MARK TO THE
 TR1063'WITNESS POST, 1 FOOT SOUTH OF A SECOND WITNESS POST AND THERE IS
 TR1063'A SPEED LIMIT SIGN ON LINE BETWEEN THE STATION MARK AND THIS
 TR1063'REFERENCE MARK.
 TR1063'
 TR1063'REFERENCE MARK NO. 4, STAMPED ARLINGTON WEST NO 4 1950 1955, IS A
 TR1063'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 TR1063'INCHES.  IT IS 49 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 36
 TR1063'FEET WEST OF THE CENTER OF THE DRIVEWAY, 31.0 FEET EAST OF THE
 TR1063'WITNESS POST ON THE SOUTH SIDE OF THE ROAD AND 3.5 FEET NORTH OF
 TR1063'THE RIGHT-OF-WAY FENCE.
 TR1063'
 TR1063'THE AZIMUTH MARK, STAMPED ARLINGTON WEST 1950 1963, IS A STANDARD
 TR1063'DISK SET IN A ROUND CONCRETE POST ABOUT FLUSH WITH THE GROUND,
 TR1063'BUT COVERED WITH 4 INCHES OF WOOD CHIPS.  IT IS 48.3 FEET NORTH OF
 TR1063'THE CENTER OF THE HIGHWAY, 16.3 FEET EAST-NORTHEAST OF THE WEST
 TR1063'GATEPOST, 6.8 FEET WEST-NORTHWEST OF THE EAST GATEPOST, 3.5 FEET
 TR1063'NORTH OF THE WIRE FENCE AND ABOUT 2 FEET LOWER THAN THE ROAD.
 TR1063'
 TR1063'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 TR1063'STATE HIGHWAY 530 FOR 0.45 MILE TO POWER POLE NO. 34 ON THE LEFT,
 TR1063'A FILL THROUGH THE DITCH AND A GATE ON THE RIGHT, AND THE AZIMUTH
 TR1063'MARK ON THE RIGHT, BETWEEN THE GATEPOSTS.
 TR1063'
 TR1063'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1063'1 MILE WEST-SOUTHWEST OF ARLINGTON.
 TR1063
 TR1063                          STATION RECOVERY (1978)
 TR1063
 TR1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 TR1063'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1974 RECOVERY
 TR1063'NOTE.  POLARIS OBSERVATIONS WERE MADE AND FIELD COMPUTATIONS SHOW
 TR1063'THE AZIMUTH TO THE AZIMUTH MARK TO BE 92 50 57.  DISTANCE TO THE
 TR1063'AZIMUTH MARK MEASURES 678.738 METERS (2226.83 FEET).  (GEODETIC
 TR1063'DISTANCE AND AZIMUTH).
 TR1063
 TR1063                          STATION RECOVERY (1979)
 TR1063
 TR1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR1063'THE STATION MARK REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 TR1063'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 TR1063'DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1976
 TR1063'RECOVERY NOTE.
 TR1063'
 TR1063'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF MARYSVILLE, 4 MILES
 TR1063'EAST OF INTERSTATE HIGHWAY 5, 1.5 MILES WEST OF ARLINGTON AND UNDER
 TR1063'THE SOUTH SHOULDER OF STATE HIGHWAY 530.
 TR1063'
 TR1063'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON GO NORTH ON
 TR1063'OLYMPIC AVENUE NORTH FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAY
 TR1063'530.  TURN LEFT AND GO WESTERLY ON STATE HIGHWAY 530 FOR 1.6 MILES TO
 TR1063'A DRIVEWAY ON THE LEFT AND THE MARK UNDER THE EDGE OF THE PAVEMENT ON
 TR1063'THE LEFT.
 TR1063'
 TR1063'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 TR1063'STAMPED ---ARLINGTON WEST 1950 1955--- SET INTO THE TOP OF A SQUARE
 TR1063'CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE RECESSED 15 CM (6 INCHES)
 TR1063'BELOW THE GROUND (SURFACE OF THE PAVEMENT) LOCATED 20.4 METERS (67
 TR1063'FEET) W FROM THE CENTER OF THE DRIVEWAY, 9.91 METERS (32.5 FEET) N
 TR1063'FROM A METAL WITNESS POST IN THE RIGHT OF WAY FENCE, AND 5.94 METERS
 TR1063'(19.5 FEET) S FROM THE CENTERLINE OF STATE HIGHWAY 530.
 TR1063'
 TR1063'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 TR1063'NOS) DISK STAMPED ---ARLINGTON WEST NO 3 1950 1955--- SET INTO THE
 TR1063'TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE RECESSED
 TR1063'5 CM (2 INCHES) BELOW THE GROUND LOCATED 14.48 METERS (47.5 FEET) N
 TR1063'FROM THE CENTER LINE OF STATE HIGHWAY 530, 0.46 METER (1.5 FEET) E
 TR1063'FROM A METAL WITNESS POST, 0.3 METER (1 FOOT) S FROM THE EDGE OF A
 TR1063'CULTIVATED FIELD, AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 TR1063'
 TR1063'REFERENCE MARK NO. 4 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 TR1063'NOS) DISK STAMPED ---ARLINGTON WEST NO 4 1950 1955--- SET INTO THE
 TR1063'TOP OF A SQUARE CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE
 TR1063'PROJECTING 15 CM (6 INCHES) ABOVE THE GROUND LOCATED 14.6 METERS (48
 TR1063'FEET) S FROM THE CENTER LINE OF STATE HIGHWAY 530, 10.7 METERS (35
 TR1063'FEET) W FROM THE CENTER OF THE DRIVEWAY, 1.07 METERS (3.5 FEET) N
 TR1063'FROM THE RIGHT OF WAY FENCE, 0.3 METER (1 FOOT) E FROM A METAL
 TR1063'WITNESS POST, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 TR1063'
 TR1063'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 TR1063'NOS) DISK STAMPED ---ARLINGTON WEST 1950 1963--- SET INTO THE TOP OF
 TR1063'A ROUND CONCRETE MONUMENT 20 CM (8 INCHES) IN DIAMETER RECESSED 8 CM
 TR1063'(3 INCHES) BELOW THE GROUND LOCATED 14.6 METERS (48 FEET) N FROM THE
 TR1063'CENTER LINE OF STATE HIGHWAY 530, 1.98 METERS (6.5 FEET) E FROM A
 TR1063'GATE POST TO A PASTURE WITH WITNESS SIGN, AND 2.7 METERS (9 FEET) W
 TR1063'FROM THE WEST GATE POST.
 TR1063'
 TR1063'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON STATE
 TR1063'HIGHWAY 530 FOR 0.45 MILE TO A GATE ON THE RIGHT AND THE MARK BETWEEN
 TR1063'THE GATE POSTS.
 TR1063
 TR1063                          STATION RECOVERY (1982)
 TR1063
 TR1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MS)
 TR1063'THE STATION, THE AZIMUTH MARK, AND REFERENCE MARKS 3 AND 4 WERE
 TR1063'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR1063'
 TR1063'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WSW OF
 TR1063'ARLINGTON.
 TR1063
 TR1063                          STATION RECOVERY (1985)
 TR1063
 TR1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (DAW)
 TR1063'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 TR1063'REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 TR1063'CONDITION.  THE DISTANCE AND DIRECTION TO THE MARKS WERE NOT
 TR1063'CHECKED AT THIS DATE.  A NEW DRECRIPTION FOLLOWS.
 TR1063'
 TR1063'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI) NORTH OF MARYSVILLE,
 TR1063'2.4 KM (1.5 MI) NORTH OF THE ARLINGTON AIRPORT, 1.6 KM (1 MI)
 TR1063'WEST-SOUTHWEST OF ARLINGTON AND ON THE SOUTH SHOULDER OF STATE
 TR1063'HIGHWAY 530.
 TR1063'
 TR1063'TO REACH THE STATION FROM THE POST OFFICE IN ARLINGTON GO NORTH ON
 TR1063'OLYMPIC AVENUE FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF STATE
 TR1063'HIGHWAY 530.  TURN LEFT AND GO WEST ON STATE HIGHWAY 530 FOR
 TR1063'2.65 KM (1.65 MI) TO A DRIVEWAY TO A FARM YARD ON THE LEFT AND THE
 TR1063'STATION ON THE LEFT AT THE EDGE OF THE PAVEMENT UNDER AN IRON
 TR1063'MONUMENT CASE AND COVER.
 TR1063'
 TR1063'THE STATION MARK IS A STANDARD C+GS DISK STAMPED---
 TR1063'---ARLINGTON WEST 1950 1955---SET IN THE TOP OF A SQUARE CONCRETE
 TR1063'MONUMENT THAT IS 25 CM (10 INCHES) ON A SIDE AND IS RECESSED 15 CM
 TR1063'(6 INCHES) BELOW THE IRON MONUMENT CASE AND COVER.  IT IS 20.7 M
 TR1063'(68 FT) WEST OF THE CENTER OF THE DRIVEWAY, 12.9 M (42.3 FT)
 TR1063'WEST-NORTHWEST OF A WITNESS POST, 9.8 M (32,3 FT) NORTH OF A
 TR1063'WITNESS POST SET IN THE RIGHT-OF-WAY FENCE AND 5.8 M (19 FT) SOUTH
 TR1063'OF THE CENTER OF STATE HIGHWAY 530.
 TR1063'
 TR1063'REFERENCE MARK 3 S A STANDARD C+GS DISK STAMPED---
 TR1063'---ARLINGTON WEST NO 3 1950 1955---SET IN THE TOP OF A SQUARE
 TR1063'CONCRTET MONUMENT THAT IS 25 CM (10 INCHES) ON A SIDE AND PROJECTS
 TR1063'6 CM (2 INCHES) ABOVE THE GROUND SURFACE.  IT IS 14.6 M (48 FT)
 TR1063'NORTH OF THE CENTER OF STATE HIGHWAY 530, 0.5 M (1.8 FT) SOUTH OF A
 TR1063'WITNESS POST AND 0.3 M (1 FT) HIGHER THAN THE STATION.
 TR1063'
 TR1063'REFERENECE MARK 4 IS A STANDARD C+GS DISK STAMPED---
 TR1063'---ARLINGTON WEST NO 4 1950 1955---SET IN THE TOP OF A SQUARE
 TR1063'CONCRETE MONUMENT THAT IS 25 CM (10 INCHES) ON A SIDE AND PROJECTS
 TR1063'15 CM (6 INCHES) ABOVE THE GROUND SURFACE.  IT IS 14.6 M (48 FT)
 TR1063'SOUTH OF THE CENTER OF STATE HIGHWAY 530, 11.4 M (37.5 FT) WEST OF
 TR1063'THE CENTER OF THE DRIVEWAY, 1.1 M (3.5 FT) NORTH OF THE
 TR1063'RIGHT-OF-WAY FENCE, 0.5 M (1.7 FT) EAST OF A WITNESS POST AND 0.3 M
 TR1063'(1 FT) HIGHER THAN THE STATION.
 TR1063'
 TR1063'THE AZIMUTH MARK 2 IS A STANDRD C+GS DISK STAMPED---
 TR1063'---ARLINGTON WEST 1950 1963---SET IN THE TOP OF A SQUARE CONCRETE
 TR1063'MONUMENT THAT IS 15 CM (6 INCHES) ON A SIDE AND IS FLUSH WITH THE
 TR1063'GROUND SURFACE.  IT IS 14.6 M (47.8 FT) NORTH OF THE CENTER OF
 TR1063'STATE HIGHWAY 530, 2.2 M (7.3 FT) WEST-NORTHWEST OF A GATE POST WITH
 TR1063'A WITNESS SIGN AND 1.2 M (4 FT) EAST OF THE CENTER OF THE FIELD
 TR1063'ENTRANCE.
 TR1063'
 TR1063'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE HIGHWAY
 TR1063'530 FOR 0.72 KM (0.45 MI) TO POWER POLE NUMBER 34 ON THE LEFT AND
 TR1063'THE MARK ON THE RIGHT AT THE FIELD ENTRANCE.
 TR1063'
 TR1063'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR1063'
 TR1063'DESCRIBED BY DA WEGENAST.
 TR1063
 TR1063                          STATION RECOVERY (1988)
 TR1063
 TR1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 TR1063'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 TR1063'THE ONLY CHANGE IS THAT THE MARK IS KNOW UNDER A STANDARD MONUMENT
 TR1063'CASE AND COVER.
 TR1063'
 TR1063'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR1063'
 TR1063'DESCRIBED BY DA WEGENAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4324 ***********************************************************************
 SY4324  DESIGNATION -  ARMORY 1940
 SY4324  PID         -  SY4324
 SY4324  STATE/COUNTY-  WA/KING
 SY4324  USGS QUAD   -  POVERTY BAY (1994)
 SY4324
 SY4324                         *CURRENT SURVEY CONTROL
 SY4324  ___________________________________________________________________
 SY4324* NAD 83(1991)-  47 37 15.69601(N)    122 21 04.88625(W)     ADJUSTED  
 SY4324* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 SY4324  ___________________________________________________________________
 SY4324  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 SY4324  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY4324
 SY4324  HORZ ORDER  -  THIRD
 SY4324
 SY4324.The horizontal coordinates were established by classical geodetic methods
 SY4324.and adjusted by the National Geodetic Survey in December 1991..
 SY4324
 SY4324.The orthometric height was scaled from a topographic map.
 SY4324
 SY4324.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4324
 SY4324.The geoid height was determined by GEOID03.
 SY4324
 SY4324;                    North         East     Units Scale Factor Converg.
 SY4324;SPC WA N     -    70,172.354   385,899.485   MT  0.99997962   -1 07 48.7
 SY4324;SPC WA N     -   230,223.80  1,266,071.89   sFT  0.99997962   -1 07 48.7
 SY4324;UTM  10      - 5,274,384.112   548,739.037   MT  0.99962919   +0 28 45.0
 SY4324
 SY4324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4324!SPC WA N     -   0.99999727  x   0.99997962  =   0.99997689
 SY4324!UTM  10      -   0.99999727  x   0.99962919  =   0.99962647
 SY4324
 SY4324:                Primary Azimuth Mark                     Grid Az
 SY4324:SPC WA N     -  DUWAMISH LIGHT                           228 52 04.0
 SY4324:UTM  10      -  DUWAMISH LIGHT                           227 15 30.3
 SY4324
 SY4324|---------------------------------------------------------------------|
 SY4324| PID    Reference Object                     Distance      Geod. Az  |
 SY4324|                                                           dddmmss.s |
 SY4324| SY4581 DUWAMISH LIGHT                      APPROX. 3.7 KM 2274415.3 |
 SY4324|---------------------------------------------------------------------|
 SY4324
 SY4324                          SUPERSEDED SURVEY CONTROL
 SY4324
 SY4324  NAD 83(1986)-  47 37 15.68990(N)    122 21 04.89157(W) AD(       ) 3
 SY4324  NAD 27      -  47 37 16.33700(N)    122 21 00.43800(W) AD(       ) 3
 SY4324
 SY4324.Superseded values are not recommended for survey control.
 SY4324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4324.See file dsdata.txt to determine how the superseded data were derived.
 SY4324
 SY4324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4873974384(NAD 83)
 SY4324_MARKER: Z = SEE DESCRIPTION
 SY4324_SETTING: 0 = UNSPECIFIED SETTING
 SY4324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4324
 SY4324  HISTORY     - Date     Condition        Report By
 SY4324  HISTORY     - 1940     MONUMENTED       CGS
 SY4324  HISTORY     - 1967     SEE DESCRIPTION  LOCENG
 SY4324  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4324  HISTORY     - 20020822 MARK NOT FOUND   USPSQD
 SY4324
 SY4324                          STATION DESCRIPTION
 SY4324
 SY4324'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FHH)
 SY4324'THE STATION IS LOCATED ON THE ARMORY AT THE INTERSECTIONS OF
 SY4324'THOMAS ST. AND 3RD AVE. N., ON THE TOP OF THE WALL ON THE SOUTHWEST
 SY4324'CORNER OF THE ARMORY BUILDING, APPROX. 35 FT. ABOVE THE LEVEL OF
 SY4324'THE STREET.
 SY4324'
 SY4324'A STANDARD DISK CEMENTED IN A DRILL HOLE ON THE CORNER OF THE
 SY4324'CORNICE OF THE BUILDING.
 SY4324'
 SY4324'THERE WERE NO REFERENCE MARKS PLACED AT THIS STATION.
 SY4324'
 SY4324'ECCS. ARE CUP TACKS IN FLOORING.
 SY4324
 SY4324                          STATION RECOVERY (1967)
 SY4324
 SY4324'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (CMB)
 SY4324'STATION--ARMORY 1940, GOOD.
 SY4324'
 SY4324'THE ARMORY IS NOW KNOWN AS THE FOOD CIRCUS BUILDING, IN THE
 SY4324'SEATTLE CIVIC CENTER.  THE THREE ECCENTRIC POINTS ARE NOW BENEATH
 SY4324'A POLLUTION MONITORING SHACK, OR BURIED UNDER NEW ROOFING.
 SY4324'
 SY4324'STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 SY4324
 SY4324                          STATION RECOVERY (1968)
 SY4324
 SY4324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4324'THE STATION IS ON THE GROUNDS OF THE SEATTLE CENTER, 1 BLOCK EAST
 SY4324'OF THE INTERSECTION OF 2ND AVE. NORTH AND THOMAS STREET, ON THE
 SY4324'ROOF OF THE OLD ARMORY BUILDING, WHICH NOW HOUSES THE FOOD
 SY4324'CIRCUS.  MARK RECOVERED IN GOOD CONDITION.
 SY4324'
 SY4324'THE STATION MARK, STAMPED ARMORY 1940, IS A STANDARD DISK SET IN
 SY4324'THE SOUTHWEST CORNER OF THE PARAPET WALL AROUND THE ROOF OF THE
 SY4324'BUILDING, ABOUT 35 FEET ABOVE THE STREET, ON THE NORTHEAST CORNER
 SY4324'OF THE STREET INTERSECTION, AND WOULD HAVE TO BE OCCUPIED
 SY4324'ECCENTRIC.
 SY4324'
 SY4324'THERE WERE NO REFERENCE MARKS PLACED AT THE STATION.
 SY4324'
 SY4324'THREE ECCENTRIC POINTS WERE ESTABLISHED AND MARKED WITH TACKS
 SY4324'IN THE FLOORING.  THE ROOF IS NOW COVERED WITH HOT TAR AND PAPER
 SY4324'AND THE TACKS VERY LIKELY COVERED.  NO POSITION IS LISTED FOR
 SY4324'THESE POINTS, AND THEY ARE NOT CONSIDERED WORTH DIGGING INTO THE
 SY4324'ROOF TO LOCATE.
 SY4324
 SY4324                          STATION RECOVERY (2002)
 SY4324
 SY4324'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY4324'CORNER OF THIS BUILDING NOW HAS METAL FLASHING OVER IT.  MARKER
 SY4324'PROBABLY STILL EXISTS, BUT IS UNDER THE FLASHING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1167 ***********************************************************************
 TR1167  DESIGNATION -  ARMSTRONG 1939
 TR1167  PID         -  TR1167
 TR1167  STATE/COUNTY-  WA/SKAGIT
 TR1167  USGS QUAD   -  LA CONNER (1973)
 TR1167
 TR1167                         *CURRENT SURVEY CONTROL
 TR1167  ___________________________________________________________________
 TR1167* NAD 83(1991)-  48 23 35.21318(N)    122 28 15.60646(W)     ADJUSTED  
 TR1167* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1167  ___________________________________________________________________
 TR1167  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 TR1167  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 TR1167
 TR1167  HORZ ORDER  -  THIRD
 TR1167
 TR1167.The horizontal coordinates were established by classical geodetic methods
 TR1167.and adjusted by the National Geodetic Survey in December 1991..
 TR1167
 TR1167.The orthometric height was scaled from a topographic map.
 TR1167
 TR1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1167
 TR1167.The geoid height was determined by GEOID03.
 TR1167
 TR1167;                    North         East     Units Scale Factor Converg.
 TR1167;SPC WA N     -   156,181.978   378,734.524   MT  0.99995377   -1 13 09.4
 TR1167;SPC WA N     -   512,407.04  1,242,564.85   sFT  0.99995377   -1 13 09.4
 TR1167;UTM  10      - 5,360,129.973   539,160.098   MT  0.99961884   +0 23 44.0
 TR1167
 TR1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1167!SPC WA N     -   1.00000298  x   0.99995377  =   0.99995675
 TR1167!UTM  10      -   1.00000298  x   0.99961884  =   0.99962182
 TR1167
 TR1167                          SUPERSEDED SURVEY CONTROL
 TR1167
 TR1167  NAD 83(1986)-  48 23 35.21708(N)    122 28 15.61134(W) AD(       ) 3
 TR1167  NAD 27      -  48 23 35.84600(N)    122 28 11.02400(W) AD(       ) 3
 TR1167
 TR1167.Superseded values are not recommended for survey control.
 TR1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1167.See file dsdata.txt to determine how the superseded data were derived.
 TR1167
 TR1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3916060130(NAD 83)
 TR1167
 TR1167  HISTORY     - Date     Condition        Report By
 TR1167  HISTORY     - 1939     MONUMENTED       CGS
 TR1167  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1167  HISTORY     - 20050212 GOOD             USPSQD
 TR1167
 TR1167                          STATION DESCRIPTION
 TR1167
 TR1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1167'ABOUT 0.7 MILE E OF THE PIONEERS MONUMENT AT LA CONNER, ON THE
 TR1167'FARM OF MR. WILL ARMSTRONG, ON THE RIDGE OF THE BARN, ABOUT 1-1/2
 TR1167'METERS N OF THE S END, A POLE TARGET.
 TR1167'
 TR1167'THE STATION WAS NOT MARKED, BUT 2 REFERENCE MARKS WERE
 TR1167'ESTABLISHED, MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE, AS
 TR1167'DESCRIBED IN NOTE 11A.
 TR1167
 TR1167                          STATION RECOVERY (1960)
 TR1167
 TR1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1167'STATION AND REFERENCE MARK 1 NOT RECOVERED.  REFERENCE MARK 2
 TR1167'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 TR1167'
 TR1167'THE STATION, A POLE TARGET ON A BARN, IS NO LONGER STANDING.
 TR1167'
 TR1167'ANGLE FROM STATION TO REFERENCE MARK 1, AT REFERENCE MARK 2, WAS
 TR1167'COMPUTED.  THE DISTANCE FROM REFERENCE MARK 2 TO REFERENCE MARK 1
 TR1167'WAS ALSO COMPUTED.  USING THIS INFORMATION, A THOROUGH SEARCH
 TR1167'WAS MADE FOR REFERENCE MARK 1 BUT NO TRACE WAS FOUND.  A MILKING
 TR1167'PARLOR AND PIT HAD BEEN RECENTLY BEEN CONSTRUCTED IN THE
 TR1167'IMMEDIATE VICINITY OF THE MARK.
 TR1167'
 TR1167'REFERENCE MARK 2 IS A STANDARD BRONZE DISK STAMPED NO. 2 1939, SET
 TR1167'IN A CONCRETE BLOCK, FLUSH WITH THE GROUND, 0.75 METERS NORTH
 TR1167'OF THE NORTHWEST CORNER OF A SMALL WHITE HOUSE.
 TR1167
 TR1167                          STATION RECOVERY (2005)
 TR1167
 TR1167'RECOVERY NOTE BY US POWER SQUADRON 2005
 TR1167'12757 CHILBERG RD. (AT CHILBERG AT THE WEST END OF DODGE VALLEY ROAD)
 TR1167'126 YARDS NORTH OF THE NORTH EDGE OF THE SMALL 2 STORY HOUSE BEHIND
 TR1167'QUEEN OF THE VALLEY BED AND BREAKFAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1131 ***********************************************************************
 TP1131  DESIGNATION -  ARMSTRONG LOT
 TP1131  PID         -  TP1131
 TP1131  STATE/COUNTY-  WA/OKANOGAN
 TP1131  USGS QUAD   -  MOSES MOUNTAIN (1994)
 TP1131
 TP1131                         *CURRENT SURVEY CONTROL
 TP1131  ___________________________________________________________________
 TP1131* NAD 83(1991)-  48 16 01.82319(N)    119 05 08.74721(W)     ADJUSTED  
 TP1131* NAVD 88     -      1399.     (meters)    4590.     (feet)  SCALED    
 TP1131  ___________________________________________________________________
 TP1131  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 TP1131  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 TP1131
 TP1131  HORZ ORDER  -  THIRD
 TP1131
 TP1131.The horizontal coordinates were established by classical geodetic methods
 TP1131.and adjusted by the National Geodetic Survey in December 1991..
 TP1131
 TP1131.The orthometric height was scaled from a topographic map.
 TP1131
 TP1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1131
 TP1131.The geoid height was determined by GEOID03.
 TP1131
 TP1131;                    North         East     Units Scale Factor Converg.
 TP1131;SPC WA N     -   142,360.985   629,720.060   MT  0.99994564   +1 18 04.0
 TP1131;SPC WA N     -   467,062.66  2,066,006.56   sFT  0.99994564   +1 18 04.0
 TP1131;UTM  11      - 5,348,098.936   345,220.350   MT  0.99989436   -1 33 24.6
 TP1131
 TP1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1131!SPC WA N     -   0.99978364  x   0.99994564  =   0.99972929
 TP1131!UTM  11      -   0.99978364  x   0.99989436  =   0.99967802
 TP1131
 TP1131:                Primary Azimuth Mark                     Grid Az
 TP1131:SPC WA N     -  MOSES                                    007 33 38.5
 TP1131:UTM  11      -  MOSES                                    010 25 07.1
 TP1131
 TP1131|---------------------------------------------------------------------|
 TP1131| PID    Reference Object                     Distance      Geod. Az  |
 TP1131|                                                           dddmmss.s |
 TP1131| TP1128 MOSES                               APPROX.11.8 KM 0085142.5 |
 TP1131| TP1136 WHITMORE LOOKOUT TOWER              APPROX.15.4 KM 2310914.8 |
 TP1131|---------------------------------------------------------------------|
 TP1131
 TP1131                          SUPERSEDED SURVEY CONTROL
 TP1131
 TP1131  NAD 83(1986)-  48 16 01.83192(N)    119 05 08.74532(W) AD(       ) 3
 TP1131  NAD 27      -  48 16 02.27187(N)    119 05 04.63368(W) AD(       ) 3
 TP1131
 TP1131.Superseded values are not recommended for survey control.
 TP1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1131.See file dsdata.txt to determine how the superseded data were derived.
 TP1131
 TP1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP4522048099(NAD 83)
 TP1131_MARKER: 57 = LOOKOUT TOWER
 TP1131
 TP1131  HISTORY     - Date     Condition        Report By
 TP1131  HISTORY     - 1945     FIRST OBSERVED   USGS
 TP1131
 TP1131                          STATION DESCRIPTION
 TP1131
 TP1131'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 TP1131'LOCATED ABOUT 7 MI N. AND 5 MI W. OF NESPELEM, ON WHAT IS KNOWN
 TP1131'LOCALLY AS ARMSTRONG MOUNTAIN, NEAR SOUTHERN END OF OMAK RIDGE.
 TP1131'
 TP1131'TO REACH FROM NESPELEM POST OFFICE, DRIVE NW. ON STATE HWY. 10A
 TP1131'9.3 MI TO COYOTE CREEK C.C.C. CAMP.  TURN RIGHT ON DIRT RD. 4.65
 TP1131'MI TO ARMSTRONG LO AND STATION.
 TP1131'
 TP1131'STATION MARK--CENTER OF U.S. INDIAN SERVICE STEEL LOT.  NO
 TP1131'STATIONS VISIBLE FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1162 ***********************************************************************
 TR1162  DESIGNATION -  ARMSTRONG RADIO POLE
 TR1162  PID         -  TR1162
 TR1162  STATE/COUNTY-  WA/SKAGIT
 TR1162  USGS QUAD   -  LA CONNER (1973)
 TR1162
 TR1162                         *CURRENT SURVEY CONTROL
 TR1162  ___________________________________________________________________
 TR1162* NAD 83(1991)-  48 23 32.99175(N)    122 28 15.56091(W)     ADJUSTED  
 TR1162* NAVD 88     -                                                        
 TR1162  ___________________________________________________________________
 TR1162  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 TR1162  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 TR1162
 TR1162  HORZ ORDER  -  THIRD
 TR1162
 TR1162.The horizontal coordinates were established by classical geodetic methods
 TR1162.and adjusted by the National Geodetic Survey in December 1991..
 TR1162
 TR1162
 TR1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1162
 TR1162.The geoid height was determined by GEOID03.
 TR1162
 TR1162;                    North         East     Units Scale Factor Converg.
 TR1162;SPC WA N     -   156,113.360   378,734.001   MT  0.99995372   -1 13 09.4
 TR1162;SPC WA N     -   512,181.92  1,242,563.13   sFT  0.99995372   -1 13 09.4
 TR1162;UTM  10      - 5,360,061.391   539,161.508   MT  0.99961884   +0 23 44.0
 TR1162
 TR1162                          SUPERSEDED SURVEY CONTROL
 TR1162
 TR1162  NAD 83(1986)-  48 23 32.99565(N)    122 28 15.56576(W) AD(       ) 4
 TR1162  NAD 27      -  48 23 33.62400(N)    122 28 10.97800(W) AD(       ) 3
 TR1162
 TR1162.Superseded values are not recommended for survey control.
 TR1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1162.See file dsdata.txt to determine how the superseded data were derived.
 TR1162
 TR1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3916260061(NAD 83)
 TR1162
 TR1162  HISTORY     - Date     Condition        Report By
 TR1162  HISTORY     - 1939     MONUMENTED       CGS
 TR1162  HISTORY     - 1955     SEE DESCRIPTION  USGS
 TR1162  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1162
 TR1162                          STATION DESCRIPTION
 TR1162
 TR1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1162'ON THE FARM OF MR. WILL ARMSTRONG, ABOUT 0.7 MILE E OF THE PIONEERS
 TR1162'MONUMENT AT LA CONNER, N OF AND CLOSE TO THE HOUSE, A TALL, GUYED,
 TR1162'IRON PIPE RADIO POLE.  NOT MARKED.
 TR1162
 TR1162                          STATION RECOVERY (1955)
 TR1162
 TR1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 TR1162'STATION DESTROYED.  THE IRON PIPE RADIO POLE HAS BEEN TORN DOWN AND
 TR1162'NOTHING NOW STANDS TO SHOW ITS FORMER POSITION.
 TR1162
 TR1162                          STATION RECOVERY (1960)
 TR1162
 TR1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1162'STATION DESTROYED.  IT WAS STATED BY MR. SCOTT ARMSTRONG THAT HE
 TR1162'HAD REMOVED THE RADIO POLE SEVERAL YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2664 ***********************************************************************
 SY2664  DESIGNATION -  ARMY
 SY2664  PID         -  SY2664
 SY2664  STATE/COUNTY-  WA/PIERCE
 SY2664  USGS QUAD   -  TACOMA NORTH (1994)
 SY2664
 SY2664                         *CURRENT SURVEY CONTROL
 SY2664  ___________________________________________________________________
 SY2664* NAD 83(1991)-  47 16 04.80450(N)    122 25 42.51900(W)     ADJUSTED  
 SY2664* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY2664  ___________________________________________________________________
 SY2664  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 SY2664  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2664
 SY2664  HORZ ORDER  -  THIRD
 SY2664
 SY2664.The horizontal coordinates were established by classical geodetic methods
 SY2664.and adjusted by the National Geodetic Survey in December 1991..
 SY2664
 SY2664.The orthometric height was scaled from a topographic map.
 SY2664
 SY2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2664
 SY2664.The geoid height was determined by GEOID03.
 SY2664
 SY2664;                    North         East     Units Scale Factor Converg.
 SY2664;SPC WA S     -   216,830.558   354,079.368   MT  0.99998571   -1 24 03.0
 SY2664;SPC WA S     -   711,384.92  1,161,675.39   sFT  0.99998571   -1 24 03.0
 SY2664;SPC WA N     -    31,048.355   379,290.141   MT  1.00005134   -1 11 15.4
 SY2664;SPC WA N     -   101,864.48  1,244,387.74   sFT  1.00005134   -1 11 15.4
 SY2664;UTM  10      - 5,235,105.201   543,232.527   MT  0.99962297   +0 25 11.3
 SY2664
 SY2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2664!SPC WA S     -   1.00000306  x   0.99998571  =   0.99998877
 SY2664!SPC WA N     -   1.00000306  x   1.00005134  =   1.00005440
 SY2664!UTM  10      -   1.00000306  x   0.99962297  =   0.99962603
 SY2664
 SY2664:                Primary Azimuth Mark                     Grid Az
 SY2664:SPC WA S     -  PORT DOCKS BLACK TANK                    056 40 16.4
 SY2664:SPC WA N     -  PORT DOCKS BLACK TANK                    056 27 28.8
 SY2664:UTM  10      -  PORT DOCKS BLACK TANK                    054 51 02.1
 SY2664
 SY2664|---------------------------------------------------------------------|
 SY2664| PID    Reference Object                     Distance      Geod. Az  |
 SY2664|                                                           dddmmss.s |
 SY2664| SY2675 PORT DOCKS BLACK TANK               APPROX. 1.5 KM 0551613.4 |
 SY2664| SY2684 WAPATO WATERWAY STACK               APPROX. 1.9 KM 0605838.0 |
 SY2664| SY2651 MILWAUKEE SLIP TANK                 483.412 METERS 1040003.9 |
 SY2664| SY2663 RED TANK                            APPROX. 1.7 KM 1361030.3 |
 SY2664| SY2645 P AND G MILL CO BLACK IRON STK      APPROX. 1.1 KM 1473323.7 |
 SY2664| SY2653 ST PAUL AND TACOMA LMBR S STK       APPROX. 1.6 KM 1631359.1 |
 SY2664| SY2654 ST PAUL AND TACOMA LMBR N STK       APPROX. 1.6 KM 1633447.3 |
 SY2664| SY2679 DISTRICT HEATING CO SOUTH STK       APPROX. 1.9 KM 1941340.2 |
 SY2664| SY2680 DISTRICT HEATING CO NORTH STK       APPROX. 1.8 KM 1944640.2 |
 SY2664| SY2686 STACK                               APPROX. 1.9 KM 1971439.6 |
 SY2664| SY2739 FIRST PRESB CHURCH SPIRE            APPROX. 1.5 KM 2504633.8 |
 SY2664| SY2719 HIGH SCHOOL FLAGPOLE                APPROX. 1.5 KM 2623657.6 |
 SY2664| SY2715 STADIUM FLAGPOLE                    APPROX. 1.7 KM 2640655.8 |
 SY2664| SY2672 GULL                                APPROX. 3.3 KM 3543343.5 |
 SY2664|---------------------------------------------------------------------|
 SY2664
 SY2664                          SUPERSEDED SURVEY CONTROL
 SY2664
 SY2664  NAD 83(1986)-  47 16 04.79870(N)    122 25 42.53297(W) AD(       ) 3
 SY2664  NAD 27      -  47 16 05.44800(N)    122 25 38.07600(W) AD(       ) 3
 SY2664
 SY2664.Superseded values are not recommended for survey control.
 SY2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2664.See file dsdata.txt to determine how the superseded data were derived.
 SY2664
 SY2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4323335105(NAD 83)
 SY2664_MARKER: Z = SEE DESCRIPTION
 SY2664_SETTING: 0 = UNSPECIFIED SETTING
 SY2664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2664
 SY2664  HISTORY     - Date     Condition        Report By
 SY2664  HISTORY     - 1927     MONUMENTED       CGS
 SY2664  HISTORY     - 1935     MARK NOT FOUND   CGS
 SY2664
 SY2664                          STATION DESCRIPTION
 SY2664
 SY2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 SY2664'STATION IS U.S. ARMY ENGINEERS NO.1.
 SY2664
 SY2664                          STATION RECOVERY (1935)
 SY2664
 SY2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HFG)
 SY2664'STATION LOST.  DESCRIPTIVE REPORT T 6540.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1036 ***********************************************************************
 TR1036  DESIGNATION -  ARMY 1927
 TR1036  PID         -  TR1036
 TR1036  STATE/COUNTY-  WA/SNOHOMISH
 TR1036  USGS QUAD   -  MARYSVILLE (1956)
 TR1036
 TR1036                         *CURRENT SURVEY CONTROL
 TR1036  ___________________________________________________________________
 TR1036* NAD 83(1991)-  48 00 24.29010(N)    122 12 49.81903(W)     ADJUSTED  
 TR1036* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1036  ___________________________________________________________________
 TR1036  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 TR1036  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 TR1036
 TR1036  HORZ ORDER  -  THIRD
 TR1036
 TR1036.The horizontal coordinates were established by classical geodetic methods
 TR1036.and adjusted by the National Geodetic Survey in December 1991..
 TR1036
 TR1036.The orthometric height was scaled from a topographic map.
 TR1036
 TR1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1036
 TR1036.The geoid height was determined by GEOID03.
 TR1036
 TR1036;                    North         East     Units Scale Factor Converg.
 TR1036;SPC WA N     -   112,855.998   397,004.018   MT  0.99994413   -1 01 40.1
 TR1036;SPC WA N     -   370,261.72  1,302,504.02   sFT  0.99994413   -1 01 40.1
 TR1036;UTM  10      - 5,317,349.144   558,636.266   MT  0.99964225   +0 35 03.5
 TR1036
 TR1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1036!SPC WA N     -   1.00000301  x   0.99994413  =   0.99994714
 TR1036!UTM  10      -   1.00000301  x   0.99964225  =   0.99964526
 TR1036
 TR1036:                Primary Azimuth Mark                     Grid Az
 TR1036:SPC WA N     -  GEDNEY EAST 2 RESET                      270 20 30.4
 TR1036:UTM  10      -  GEDNEY EAST 2 RESET                      268 43 46.8
 TR1036
 TR1036|---------------------------------------------------------------------|
 TR1036| PID    Reference Object                     Distance      Geod. Az  |
 TR1036|                                                           dddmmss.s |
 TR1036| TR1080 GEDNEY EAST 2 RESET                 APPROX. 6.7 KM 2691850.3 |
 TR1036|---------------------------------------------------------------------|
 TR1036
 TR1036                          SUPERSEDED SURVEY CONTROL
 TR1036
 TR1036  NAD 83(1986)-  48 00 24.28717(N)    122 12 49.81832(W) AD(       ) 3
 TR1036  NAD 27      -  48 00 24.94400(N)    122 12 45.31800(W) AD(       ) 3
 TR1036
 TR1036.Superseded values are not recommended for survey control.
 TR1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1036.See file dsdata.txt to determine how the superseded data were derived.
 TR1036
 TR1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5863617349(NAD 83)
 TR1036_MARKER: DS = TRIANGULATION STATION DISK
 TR1036_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TR1036_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TR1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1036
 TR1036  HISTORY     - Date     Condition        Report By
 TR1036  HISTORY     - 1927     MONUMENTED       CGS
 TR1036  HISTORY     - 1954     MARK NOT FOUND   CGS
 TR1036  HISTORY     - 1960     MARK NOT FOUND   CGS
 TR1036  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 TR1036  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 TR1036
 TR1036                          STATION DESCRIPTION
 TR1036
 TR1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1036'STATION IS A STANDARD DISK MONUMENT OF U.S. ENGINEER DEPARTMENT,
 TR1036'HARBOR LINES OF EVERETT HARBOR, SHEET 3, OCTOBER 1910 SURVEY.
 TR1036'MONUMENT C 48 STATION 255 + 89.38 OF TRAVERSE.  STATION IS 5 FEET W
 TR1036'OF W RAIL OF GREAT NORTHERN TRACKS AND 326.6 FEET N OF SWITCH TO
 TR1036'SIDING OF C. AND B. LUMBER COMPANY.
 TR1036'
 TR1036'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1036'CONCRETE.
 TR1036
 TR1036                          STATION RECOVERY (1954)
 TR1036
 TR1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 TR1036'NOT RECOVERED.  THE AREA BETWEEN THE RAILROAD TRACK AND THE ROAD
 TR1036'TO THE W IS NOW FILLED, AND THE STATION MAY STILL BE IN EXISTENCE,
 TR1036'ALTHOUGH BURIED.
 TR1036
 TR1036                          STATION RECOVERY (1960)
 TR1036
 TR1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1036'IT WAS DETERMINED BY FIELD INVESTIGATION THAT THE MAIN LINE OF THE
 TR1036'GREAT NORTHERN TRACKS WAS MOVED 6 FEET TO THE WEST IN THIS AREA.  THE
 TR1036'STATION HAS EITHER BEEN DESTROYED OR BURIED BY CONSTRUCTION IN THIS
 TR1036'AREA.
 TR1036
 TR1036                          STATION RECOVERY (1999)
 TR1036
 TR1036'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR1036'MARK NOT FOUND.
 TR1036
 TR1036                          STATION RECOVERY (2004)
 TR1036
 TR1036'RECOVERY NOTE BY US POWER SQUADRON 2004
 TR1036'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3880 ***********************************************************************
 SY3880  DESIGNATION -  ARMY USE 1915
 SY3880  PID         -  SY3880
 SY3880  STATE/COUNTY-  WA/KING
 SY3880  USGS QUAD   -  
 SY3880
 SY3880                         *CURRENT SURVEY CONTROL
 SY3880  ___________________________________________________________________
 SY3880* NAD 83(1991)-  47 38 38.56462(N)    122 18 07.35181(W)     ADJUSTED  
 SY3880* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 SY3880  ___________________________________________________________________
 SY3880  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 SY3880  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SY3880
 SY3880  HORZ ORDER  -  THIRD
 SY3880
 SY3880.The horizontal coordinates were established by classical geodetic methods
 SY3880.and adjusted by the National Geodetic Survey in December 1991..
 SY3880
 SY3880.The orthometric height was scaled from a topographic map.
 SY3880
 SY3880.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3880
 SY3880.The geoid height was determined by GEOID03.
 SY3880
 SY3880;                    North         East     Units Scale Factor Converg.
 SY3880;SPC WA N     -    72,659.233   389,654.582   MT  0.99997625   -1 05 36.5
 SY3880;SPC WA N     -   238,382.83  1,278,391.74   sFT  0.99997625   -1 05 36.5
 SY3880;UTM  10      - 5,276,974.571   552,421.535   MT  0.99963377   +0 30 56.8
 SY3880
 SY3880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3880!SPC WA N     -   1.00000073  x   0.99997625  =   0.99997698
 SY3880!UTM  10      -   1.00000073  x   0.99963377  =   0.99963450
 SY3880
 SY3880:                Primary Azimuth Mark                     Grid Az
 SY3880:SPC WA N     -  SPANISH HOUSE TILE ROOF CHIM             064 33 03.6
 SY3880:UTM  10      -  SPANISH HOUSE TILE ROOF CHIM             062 56 30.3
 SY3880
 SY3880|---------------------------------------------------------------------|
 SY3880| PID    Reference Object                     Distance      Geod. Az  |
 SY3880|                                                           dddmmss.s |
 SY3880| SY4043 SPANISH HOUSE TILE ROOF CHIM        APPROX. 1.9 KM 0632727.1 |
 SY3880| SY0384 CANAL                               347.550 METERS 33038     |
 SY3880| SY3835 SEATTLE U OF WASH DENNY HALL        APPROX. 1.7 KM 3421432.1 |
 SY3880| SY4106 UNIV WASH DRAB DOME                 APPROX. 1.2 KM 3454035.1 |
 SY3880| SY4074 UNIV WASH FORESTRY BLDG N DOME      APPROX. 1.3 KM 3490212.2 |
 SY3880| SY4084 UNIV WASH FORESTRY BLDG S DOME      APPROX. 1.3 KM 3494623.3 |
 SY3880| SY3859 IRON                                APPROX. 1.3 KM 3521742.1 |
 SY3880|---------------------------------------------------------------------|
 SY3880
 SY3880                          SUPERSEDED SURVEY CONTROL
 SY3880
 SY3880  NAD 83(1986)-  47 38 38.55796(N)    122 18 07.35679(W) AD(       ) 3
 SY3880  NAD 27      -  47 38 39.20500(N)    122 18 02.90600(W) AD(       ) 3
 SY3880
 SY3880.Superseded values are not recommended for survey control.
 SY3880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3880.See file dsdata.txt to determine how the superseded data were derived.
 SY3880
 SY3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5242276975(NAD 83)
 SY3880
 SY3880  HISTORY     - Date     Condition        Report By
 SY3880  HISTORY     - 1915     MONUMENTED       USE
 SY3880  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 SY3880
 SY3880                          STATION DESCRIPTION
 SY3880
 SY3880'DESCRIBED BY US ENGINEERS 1915 (GTR)
 SY3880'STATION IS AN ARMY ENGINEER CORPS MARK CONSISTING OF GRANITE PILLAR
 SY3880'WHOSE TOP SURFACE IS ABOUT 6 INCHES SQUARE, IN THE CENTER OF WHICH
 SY3880'IS EMBEDDED A CIRCULAR WHITE MARK ABOUT 3/4 INCH IN DIAMETER,
 SY3880'FLUSH WITH SURFACE.  TOP OF PILLAR IS ABOUT 8 INCHES BELOW SURFACE
 SY3880'OF GROUND, ALONGSIDE OF AND E OF THE LAST FENCE POST TO THE
 SY3880'EASTWARD, RUNNING ALONG THE S SIDE OF LAKE WASHINGTON BOULEVARD
 SY3880'AND ABOUT 4 METERS S OF EDGE OF GRAVEL SIDEWALK.  STATION IS
 SY3880'192 ORDINARY PACES EASTWARD ALONG SIDEWALK FROM A CORNER POST
 SY3880'ABOUT 12 INCHES SQUARE AND ABOUT 2-1/2 FEET HIGH AT THE
 SY3880'INTERSECTION OF E MONTLAKE PLACE AND LAKE WASHINGTON
 SY3880'BOULEVARD.  (60 PACES EQUAL APPROXIMATELY 50 METERS.)
 SY3880'
 SY3880'STATION CAN BE REACHED BY TWENTY-THIRD AVENUE CARLINE BY GETTING
 SY3880'OFF AT TWENTY-SECOND AVENUE AND MONTLAKE PLACE.
 SY3880
 SY3880                          STATION RECOVERY (2002)
 SY3880
 SY3880'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3790 ***********************************************************************
 SY3790  DESIGNATION -  ARNIE
 SY3790  PID         -  SY3790
 SY3790  STATE/COUNTY-  WA/KING
 SY3790  USGS QUAD   -  
 SY3790
 SY3790                         *CURRENT SURVEY CONTROL
 SY3790  ___________________________________________________________________
 SY3790* NAD 83(1991)-  47 41 48.24554(N)    122 09 56.98502(W)     ADJUSTED  
 SY3790* NAVD 88     -       107.4    (meters)     352.     (feet)  VERTCON   
 SY3790  ___________________________________________________________________
 SY3790  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 SY3790  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 SY3790
 SY3790  HORZ ORDER  -  FIRST
 SY3790
 SY3790.The horizontal coordinates were established by classical geodetic methods
 SY3790.and adjusted by the National Geodetic Survey in December 1991..
 SY3790
 SY3790.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3790
 SY3790.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3790
 SY3790.The geoid height was determined by GEOID03.
 SY3790
 SY3790;                    North         East     Units Scale Factor Converg.
 SY3790;SPC WA N     -    78,330.125   399,988.738   MT  0.99996912   -0 59 31.5
 SY3790;SPC WA N     -   256,988.09  1,312,296.38   sFT  0.99996912   -0 59 31.5
 SY3790;UTM  10      - 5,282,931.442   562,588.996   MT  0.99964814   +0 37 01.1
 SY3790
 SY3790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3790!SPC WA N     -   0.99998687  x   0.99996912  =   0.99995599
 SY3790!UTM  10      -   0.99998687  x   0.99964814  =   0.99963501
 SY3790
 SY3790:                Primary Azimuth Mark                     Grid Az
 SY3790:SPC WA N     -  PIPELINE                                 046 37 56.9
 SY3790:UTM  10      -  PIPELINE                                 045 01 24.3
 SY3790
 SY3790|---------------------------------------------------------------------|
 SY3790| PID    Reference Object                     Distance      Geod. Az  |
 SY3790|                                                           dddmmss.s |
 SY3790| SY3547 PIPELINE                            APPROX. 6.3 KM 0453825.4 |
 SY3790| AH6811 ARNIE RM 2                           32.910 METERS 19529     |
 SY3790| SY3791 KIRKLAND DIST 81 STANDPIPE           38.811 METERS 20520     |
 SY3790| AH6810 ARNIE RM 1                           26.738 METERS 29425     |
 SY3790|---------------------------------------------------------------------|
 SY3790
 SY3790                          SUPERSEDED SURVEY CONTROL
 SY3790
 SY3790  NAD 83(1986)-  47 41 48.23808(N)    122 09 56.98944(W) AD(       ) 1
 SY3790  NAD 27      -  47 41 48.88181(N)    122 09 52.54599(W) AD(       ) 1
 SY3790  NGVD 29 (07/19/86)  106.3    (m)          349.     (f) VERT ANG       
 SY3790
 SY3790.Superseded values are not recommended for survey control.
 SY3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3790.See file dsdata.txt to determine how the superseded data were derived.
 SY3790
 SY3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6258982931(NAD 83)
 SY3790_MARKER: DH = HORIZONTAL CONTROL DISK
 SY3790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3790_STAMPING: ARNIE 1973
 SY3790_MARK LOGO: NGS   
 SY3790_PROJECTION: FLUSH
 SY3790_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3790+STABILITY: SURFACE MOTION
 SY3790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY3790+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1991
 SY3790
 SY3790  HISTORY     - Date     Condition        Report By
 SY3790  HISTORY     - 1973     MONUMENTED       NGS
 SY3790  HISTORY     - 19910710 SEE DESCRIPTION  NGS
 SY3790
 SY3790                          STATION DESCRIPTION
 SY3790
 SY3790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 SY3790'NO SUITABLE PLACE FOR A DISTANT REFERENCE MARK.
 SY3790'
 SY3790'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF REDMOND, ON
 SY3790'PROPERTY OF KING COUNTY WATER DISTRICT 81.  PERMISSION FOR THE
 SY3790'STATION WAS GRANTED BY MR. GARDNER HOOK, 13013 NE 65 ST, TELEPHONE
 SY3790'NUMBER 885-7781.  THE STATION IS LOCATED IN THE NW 1/4 SEC 33,
 SY3790'T 26 N, R 5 E.
 SY3790'
 SY3790'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY
 SY3790'405 AND STATE HIGHWAY 908 IN THE EAST EDGE OF KIRKLAND, GO EAST
 SY3790'ON STATE HIGHWAY 908 FOR 0.95 MILE TO A CROSSROAD.  TURN LEFT AND
 SY3790'GO NORTH ON 132 AVE NE FOR 1.2 MILES TO A SIDE ROAD LEFT.  TURN
 SY3790'LEFT AND GO WEST ON NE 108 ST FOR 0.05 MILE TO A GATE IN A FENCE
 SY3790'AROUND A STANDPIPE AND THE STATION ON THE LEFT INSIDE THE FENCE.
 SY3790'
 SY3790'THE STATION MARK IS A STANDARD DISK STAMPED ARNIE 1973.  IT IS
 SY3790'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 SY3790'FLUSH WITH THE GROUND SURFACE.  IT IS NEAR THE NORTHEAST CORNER OF
 SY3790'THE FENCE, 97.5 FEET WEST OF THE FENCE, 58.0 FEET SOUTHEAST OF THE
 SY3790'EAST END OF THE GATE AND 41.0 FEET SOUTH OF THE FENCE.  THE
 SY3790'UNDERGROUND MARK IS SET 38 INCHES BELOW THE GROUND SURFACE.
 SY3790'
 SY3790'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ARNIE NO 1 1973.  IT
 SY3790'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SY3790'IS FLUSH WITH THE GROUND SURFACE.  IT IS 17.5 FEET WEST OF THE WEST
 SY3790'END OF THE GATE AND 3.0 FEET SOUTH OF THE FENCE.
 SY3790'
 SY3790'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ARNIE NO 2 1973.  IT
 SY3790'IS CEMENTED IN A DRILL HOLE IN THE BASE OF THE STANDPIPE AND ON
 SY3790'THE NORTHEAST SIDE.
 SY3790'
 SY3790'HEIGHT OF LIGHT ABOVE STATION MARK 38.5 METERS.
 SY3790
 SY3790                          STATION RECOVERY (1991)
 SY3790
 SY3790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DAW)
 SY3790'RECOVERED AS DESCRIBED.  THE MARK WILL BE DESTROYED BY THE
 SY3790'CONSTRUCTION OF A NEW WATER TANK, THIS STATION SHOULD BE CONSIDERED
 SY3790'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0921 ***********************************************************************
 TP0921  DESIGNATION -  ARNOLD
 TP0921  PID         -  TP0921
 TP0921  STATE/COUNTY-  WA/STEVENS
 TP0921  USGS QUAD   -  BOSSBURG (1969)
 TP0921
 TP0921                         *CURRENT SURVEY CONTROL
 TP0921  ___________________________________________________________________
 TP0921* NAD 83(1991)-  48 45 54.09982(N)    118 06 46.33956(W)     ADJUSTED  
 TP0921* NAVD 88     -       622.7    (meters)    2043.     (feet)  VERTCON   
 TP0921  ___________________________________________________________________
 TP0921  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 TP0921  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 TP0921
 TP0921  HORZ ORDER  -  SECOND
 TP0921
 TP0921.The horizontal coordinates were established by classical geodetic methods
 TP0921.and adjusted by the National Geodetic Survey in December 1991..
 TP0921
 TP0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0921
 TP0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0921
 TP0921.The geoid height was determined by GEOID03.
 TP0921
 TP0921;                    North         East     Units Scale Factor Converg.
 TP0921;SPC WA N     -   199,782.606   699,955.302   MT  1.00000611   +2 01 31.6
 TP0921;SPC WA N     -   655,453.43  2,296,436.69   sFT  1.00000611   +2 01 31.6
 TP0921;UTM  11      - 5,401,932.860   418,220.182   MT  0.99968216   -0 50 13.0
 TP0921
 TP0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0921!SPC WA N     -   0.99990511  x   1.00000611  =   0.99991122
 TP0921!UTM  11      -   0.99990511  x   0.99968216  =   0.99958730
 TP0921
 TP0921|---------------------------------------------------------------------|
 TP0921| PID    Reference Object                     Distance      Geod. Az  |
 TP0921|                                                           dddmmss.s |
 TP0921| CF1871 ARNOLD RM 1                          14.219 METERS 00753     |
 TP0921| TP0927 LAKIN                               APPROX. 2.5 KM 2521019.2 |
 TP0921| TP0928 ANDERSON IS                         APPROX. 4.2 KM 2943847.8 |
 TP0921|---------------------------------------------------------------------|
 TP0921
 TP0921                          SUPERSEDED SURVEY CONTROL
 TP0921
 TP0921  NAD 83(1986)-  48 45 54.10112(N)    118 06 46.33731(W) AD(       ) 2
 TP0921  NAD 27      -  48 45 54.44000(N)    118 06 42.36600(W) AD(       ) 2
 TP0921  NGVD 29 (07/19/86)  621.5    (m)         2039.     (f) VERT ANG       
 TP0921
 TP0921.Superseded values are not recommended for survey control.
 TP0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0921.See file dsdata.txt to determine how the superseded data were derived.
 TP0921
 TP0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ1822001933(NAD 83)
 TP0921_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0921_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TP0921
 TP0921  HISTORY     - Date     Condition        Report By
 TP0921  HISTORY     - 1936     MONUMENTED       BOR
 TP0921  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0921
 TP0921                          STATION DESCRIPTION
 TP0921
 TP0921'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0921'LOCATED NEAR CENTER OF NE 1/4 SEC. 28, T. 38 N., R. 37 E. WM,
 TP0921'ABOUT 1/4 MILE S OF THE L. ARNOLD RANCH HOUSE, AND ON TOP OF
 TP0921'ROCKY HILL.
 TP0921'
 TP0921'TO REACH STATION FROM W END OF KETTLE FALLS BRIDGE ACROSS COLUMBIA
 TP0921'RIVER AT 0.0, PROCEED N ON U.S. HIGHWAY 395.  AT 7.1 CROSS
 TP0921'RAILROAD TRACKS AT BOYDS.  11.05 TURN SHARP RIGHT FROM HIGHWAY 395
 TP0921'(AT BARSTOW SERVICE STATION).  12.0 CROSS BRIDGE AND TURN RIGHT,
 TP0921'THEN TAKE LEFT FORK UP HILL.  13.2 TURN RIGHT AT JUNCTION.  13.25
 TP0921'TURN LEFT AT EACH OF TWO FORKS.  13.3 LEFT FORK.  13.9 TURN
 TP0921'RIGHT OFF ROAD AND BEAR TO FENCE CORNER AT 14.0 MILES.  STATION
 TP0921'IS ON TOP OF KNOB, 14.1 MILES.
 TP0921'
 TP0921'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1C AND 21A,
 TP0921'RESPECTIVELY.
 TP0921'
 TP0921'HEIGHT OF STAND ABOVE STATION MARK 1.27 METERS.
 TP0921
 TP0921                          STATION RECOVERY (1947)
 TP0921
 TP0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0921'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 TP0921'DESCRIBED BY THE U.S.B.R.  SINCE THE ORIGINAL DESCRIPTION IS
 TP0921'INADEQUATE A NEW DESCRIPTION FOLLOWS--
 TP0921'
 TP0921'STATION IS LOCATED ABOUT 3 MILES NE OF BOYDS, 2 MILES E OF
 TP0921'BARSTOW, ON THE E SIDE OF THE KETTLE RIVER, NEAR THE CENTER OF THE
 TP0921'NE 1/4 SEC. 28, T. 38 N., R. 37 E. WM.  IT IS ABOUT 0.3 MILE S
 TP0921'OF AN ABANDONED RANCH HOUSE ON TOP OF A ROCKY KNOB W OF A HIGH
 TP0921'HILL AND 52 METERS W OF A N-S FENCE LINE.
 TP0921'
 TP0921'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK STAMPED
 TP0921'ARNOLD 1936 AND IS SET ACCORDING TO NOTE 1C.  A 4-FOOT WOODEN STAND
 TP0921'IS OVER THE STATION.
 TP0921'
 TP0921'R.M. 1 IS A CROSS CHISELED IN A TRIANGLE ON A BOULDER.  IT IS N OF
 TP0921'THE STATION.
 TP0921'
 TP0921'TO REACH THE STATION FROM BOYDS POST OFFICE, GO N ALONG
 TP0921'U.S. HIGHWAY 395 FOR 4.35 MILES, TURN RIGHT (ANDERSON SERVICE
 TP0921'STATION ON RIGHT) AND GO 0.05 MILE ON GRAVEL ROAD, TURN LEFT AND
 TP0921'GO 0.95 MILE (E END OF BARSTOW BRIDGE), TURN RIGHT AND GO 0.05
 TP0921'MILE, TAKE LEFT FORK (GRAVEL ROAD) AND GO 0.6 MILE AND ROAD LEFT,
 TP0921'BEAR RIGHT AND GO 0.6 MILE, TURN RIGHT ON DIRT ROAD AND GO 0.08
 TP0921'MILE, TAKE LEFT FORK AND GO 0.01 MILE, TAKE LEFT FORK AND
 TP0921'PROCEED ALONG FARM ROAD FOR 0.7 MILE TO AN E-W FENCE LINE AND
 TP0921'END OF TRUCK TRAVEL.  PACK ABOUT 300 FEET VEERING AWAY FROM
 TP0921'THE FENCE LINE IN A SW DIRECTION TO THE TOP OF A ROCKY KNOB
 TP0921'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2006 ***********************************************************************
 SA2006  DESIGNATION -  ARNOLD
 SA2006  PID         -  SA2006
 SA2006  STATE/COUNTY-  WA/BENTON
 SA2006  USGS QUAD   -  WALLULA (1992)
 SA2006
 SA2006                         *CURRENT SURVEY CONTROL
 SA2006  ___________________________________________________________________
 SA2006* NAD 83(1991)-  46 06 34.29980(N)    118 58 00.19009(W)     ADJUSTED  
 SA2006* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 SA2006  ___________________________________________________________________
 SA2006  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 SA2006  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SA2006
 SA2006  HORZ ORDER  -  SECOND
 SA2006
 SA2006.The horizontal coordinates were established by classical geodetic methods
 SA2006.and adjusted by the National Geodetic Survey in December 1991..
 SA2006
 SA2006.The orthometric height was scaled from a topographic map.
 SA2006
 SA2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2006
 SA2006.The geoid height was determined by GEOID03.
 SA2006
 SA2006;                    North         East     Units Scale Factor Converg.
 SA2006;SPC WA S     -    87,425.837   618,524.866   MT  0.99994883   +1 06 49.6
 SA2006;SPC WA S     -   286,829.60  2,029,277.00   sFT  0.99994883   +1 06 49.6
 SA2006;SPC OR N     -   272,594.002 2,618,534.801   MT  1.00002970   +1 05 14.6
 SA2006;SPC OR N     -   894,337.28  8,590,993.44   iFT  1.00002970   +1 05 14.6
 SA2006;UTM  11      - 5,108,097.121   348,014.238   MT  0.99988397   -1 25 03.4
 SA2006
 SA2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2006!SPC WA S     -   0.99998772  x   0.99994883  =   0.99993655
 SA2006!SPC OR N     -   0.99998772  x   1.00002970  =   1.00001742
 SA2006!UTM  11      -   0.99998772  x   0.99988397  =   0.99987169
 SA2006
 SA2006                          SUPERSEDED SURVEY CONTROL
 SA2006
 SA2006  NAD 83(1991)-  46 06 34.30010(N)    118 58 00.18984(W) AD(       ) 2
 SA2006  NAD 83(1986)-  46 06 34.30651(N)    118 58 00.18267(W) AD(       ) 2
 SA2006  NAD 27      -  46 06 34.81800(N)    118 57 56.16900(W) AD(       ) 2
 SA2006
 SA2006.Superseded values are not recommended for survey control.
 SA2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2006.See file dsdata.txt to determine how the superseded data were derived.
 SA2006
 SA2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4801408097(NAD 83)
 SA2006_MARKER: Z = SEE DESCRIPTION
 SA2006_SETTING: 0 = UNSPECIFIED SETTING
 SA2006_STAMPING: ARNOLD 1947
 SA2006_MARK LOGO: USE   
 SA2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2006
 SA2006  HISTORY     - Date     Condition        Report By
 SA2006  HISTORY     - 1947     MONUMENTED       USE
 SA2006  HISTORY     - 1964     SEE DESCRIPTION  USGS
 SA2006
 SA2006                          STATION DESCRIPTION
 SA2006
 SA2006'DESCRIBED BY US ENGINEERS 1947 (WRG)
 SA2006'STATION IS LOCATED ABOUT 7.7 MILES SOUTHEAST FROM 3RD AVE. AND
 SA2006'WASHINGTON ST. IN KENNEWICK, WASHINGTON ON SOUTHWEST BANK OF
 SA2006'COLUMBIA RIVER.
 SA2006'
 SA2006'TO REACH STATION FROM 3RD AVE. AND WASHINGTON STREET, KENNEWICK,
 SA2006'WASH, GO SOUTHEAST ON 3RD AVE. AND OIL ROAD 4.65 MILES TO T
 SA2006'INTERSECTION (OIL ROAD AND GRAVEL ROAD).  CONTINUE SOUTHEAST ALONG
 SA2006'GRAVEL ROAD, ALONG SOUTHWEST BANK OF COLUMBIA RIVER PASSING UNDER
 SA2006'U.P. R.R. BRIDGE 2.9 MILES TO T INTERSECTION OIL ROAD, CONTINUE
 SA2006'SOUTHEAST ALONG OIL ROAD AND RIVER 2.65 MILES TO T INTERSECTION
 SA2006'(OIL ROAD AND GRAVEL ROAD).  CONTINUE SOUTHEAST ALONG GRAVEL
 SA2006'ROAD 9.8 MILE.  25 FT EAST FROM ROAD TO STATION.
 SA2006'
 SA2006'ABOUT 200 FT NORTHEAST FROM FARM HOUSE.  ABOUT 100 FT WEST FROM
 SA2006'COLUMBIA RIVER, ON RIVER BANK.  ABOUT 25 FT. FROM ROAD.  A BRONZE
 SA2006'DISK SET IN CONCRETE MONUMENT STAMPED ARNOLD 1947.
 SA2006
 SA2006                          STATION RECOVERY (1964)
 SA2006
 SA2006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SA2006'STATION WAS NOT RECOVERED.  IT HAS BEEN FLOODED BY THE RESERVOIR
 SA2006'BEHIND MC NARY DAM ON THE COLUMBIA RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0206 ***********************************************************************
 SC0206  DESIGNATION -  ARP
 SC0206  PID         -  SC0206
 SC0206  STATE/COUNTY-  WA/LEWIS
 SC0206  USGS QUAD   -  CENTRALIA (1993)
 SC0206
 SC0206                         *CURRENT SURVEY CONTROL
 SC0206  ___________________________________________________________________
 SC0206* NAD 83(1986)-  46 40 36.     (N)    122 58 46.     (W)     SCALED    
 SC0206* NAVD 88     -        52.551  (meters)     172.41   (feet)  ADJUSTED  
 SC0206  ___________________________________________________________________
 SC0206  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SC0206  DYNAMIC HT  -          52.557 (meters)     172.43  (feet)  COMP
 SC0206  MODELED GRAV-     980,736.6   (mgal)                       NAVD 88
 SC0206
 SC0206  VERT ORDER  -  SECOND    CLASS 0
 SC0206
 SC0206.The horizontal coordinates were scaled from a topographic map and have
 SC0206.an estimated accuracy of +/- 6 seconds.
 SC0206
 SC0206.The orthometric height was determined by differential leveling
 SC0206.and adjusted by the National Geodetic Survey in June 1991..
 SC0206
 SC0206.The geoid height was determined by GEOID03.
 SC0206
 SC0206.The dynamic height is computed by dividing the NAVD 88
 SC0206.geopotential number by the normal gravity value computed on the
 SC0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0206.degrees latitude (g = 980.6199 gals.).
 SC0206
 SC0206.The modeled gravity was interpolated from observed gravity values.
 SC0206
 SC0206;                    North         East    Units  Estimated Accuracy
 SC0206;SPC WA S     -   152,290.      310,340.      MT  (+/- 180 meters Scaled)
 SC0206
 SC0206                          SUPERSEDED SURVEY CONTROL
 SC0206
 SC0206  NGVD 29 (??/??/92)   51.511  (m)          169.00   (f) ADJ UNCH    2 0
 SC0206
 SC0206.Superseded values are not recommended for survey control.
 SC0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0206.See file dsdata.txt to determine how the superseded data were derived.
 SC0206
 SC0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES015692(NAD 83)
 SC0206_MARKER: DT = TOPOGRAPHIC STATION DISK
 SC0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0206_SP_SET: RUNWAY
 SC0206_STAMPING: A.R.P. 1956
 SC0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0206
 SC0206  HISTORY     - Date     Condition        Report By
 SC0206  HISTORY     - 1956     MONUMENTED       CGS
 SC0206
 SC0206                          STATION DESCRIPTION
 SC0206
 SC0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SC0206'0.8 MI W FROM CHEHALIS.
 SC0206'AT CHEHALIS COUNTY AND CITY AIRPORT, IN THE APPROXIMATE CENTER OF THE
 SC0206'LANDING AREA, ON THE WEST EDGE OF THE NE/SW RUNWAY ABOUT HALF WAY
 SC0206'BETWEEN THE ENDS, 1370 FT. NE OF THE CL INTERSECTION OF RUNWAYS, 5.6
 SC0206'FT. EAST OF THE WEST EDGE OF THE RUNWAY.  A STANDARD TOPO DISK,
 SC0206'STAMPED A.R.P. 1956 AND SET IN A DRILL HOLE IN THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1016 ***********************************************************************
 RC1016  DESIGNATION -  ARP
 RC1016  PID         -  RC1016
 RC1016  STATE/COUNTY-  WA/KLICKITAT
 RC1016  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC1016
 RC1016                         *CURRENT SURVEY CONTROL
 RC1016  ___________________________________________________________________
 RC1016* NAD 83(1986)-  45 37 06.     (N)    121 10 01.     (W)     SCALED    
 RC1016* NAVD 88     -        71.983  (meters)     236.16   (feet)  ADJUSTED  
 RC1016  ___________________________________________________________________
 RC1016  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC1016  DYNAMIC HT  -          71.982 (meters)     236.16  (feet)  COMP
 RC1016  MODELED GRAV-     980,604.0   (mgal)                       NAVD 88
 RC1016
 RC1016  VERT ORDER  -  SECOND    CLASS 0
 RC1016
 RC1016.This mark is at The Dalles Municipal Airport (DLS)
 RC1016
 RC1016.The horizontal coordinates were scaled from a topographic map and have
 RC1016.an estimated accuracy of +/- 6 seconds.
 RC1016
 RC1016.The orthometric height was determined by differential leveling
 RC1016.and adjusted by the National Geodetic Survey in June 1991..
 RC1016
 RC1016.The geoid height was determined by GEOID03.
 RC1016
 RC1016.The dynamic height is computed by dividing the NAVD 88
 RC1016.geopotential number by the normal gravity value computed on the
 RC1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1016.degrees latitude (g = 980.6199 gals.).
 RC1016
 RC1016.The modeled gravity was interpolated from observed gravity values.
 RC1016
 RC1016;                    North         East    Units  Estimated Accuracy
 RC1016;SPC WA S     -    31,900.      447,980.      MT  (+/- 180 meters Scaled)
 RC1016
 RC1016                          SUPERSEDED SURVEY CONTROL
 RC1016
 RC1016  NGVD 29 (??/??/92)   70.946  (m)          232.76   (f) ADJ UNCH    2 0
 RC1016
 RC1016.Superseded values are not recommended for survey control.
 RC1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1016.See file dsdata.txt to determine how the superseded data were derived.
 RC1016
 RC1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR429532(NAD 83)
 RC1016_MARKER: DT = TOPOGRAPHIC STATION DISK
 RC1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1016_STAMPING: A R P 1959
 RC1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1016+STABILITY: SURFACE MOTION
 RC1016
 RC1016  HISTORY     - Date     Condition        Report By
 RC1016  HISTORY     - 1959     MONUMENTED       CGS
 RC1016  HISTORY     - 1968     MARK NOT FOUND   NGS
 RC1016  HISTORY     - 1986     SEE DESCRIPTION  NGS
 RC1016
 RC1016                          STATION DESCRIPTION
 RC1016
 RC1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RC1016'IN THE DALLES AIRPORT.
 RC1016'IN THE APPROXIMATE CENTER OF THE AIRPORT.  1360 FT. E. OF THE
 RC1016'ADMINISTRATION BUILDING.  1260 FT. SE OF THE CL INTERSECTION OF THE
 RC1016'E/W AND NW/SE RUNWAYS.  956.4 FT. ESE OF THE WIND T.  137.6 FT. E. OF
 RC1016'THE 6TH RUNWAY LIGHT SE OF THE INTERSECTION OF THE E/W AND NW/SE
 RC1016'RUNWAYS.  5 FT. WEST OF A 2X4 WITNESS POST.  A STANDARD TOPO DISK IN
 RC1016'SQUARE CONCRETE MONUMENT AND IS ABOUT FLUSH WITH THE GROUND.
 RC1016
 RC1016                          STATION RECOVERY (1968)
 RC1016
 RC1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC1016'MARK NOT FOUND.
 RC1016
 RC1016                          STATION RECOVERY (1986)
 RC1016
 RC1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (LLR)
 RC1016'THE MARK WAS RECOVERED AT THIS DATE.
 RC1016'THE MARK WAS FOUND TILTED, HIT BY HEAVY MACHINERY.  IT WAS
 RC1016'STRAIGHTENED AND RESTAMPED AT THIS TIME.  LEVELS WERE RUN FROM
 RC1016'BENCH MARK E 362.  SEE ARP RESET 1986.
 RC1016'DESCRIBED BY L.L. RIGGERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0199 ***********************************************************************
 SC0199  FBN         -  This is a Federal Base Network Control Station.
 SC0199  DESIGNATION -  ARP
 SC0199  PID         -  SC0199
 SC0199  STATE/COUNTY-  WA/LEWIS
 SC0199  USGS QUAD   -  TOLEDO (1993)
 SC0199
 SC0199                         *CURRENT SURVEY CONTROL
 SC0199  ___________________________________________________________________
 SC0199* NAD 83(1998)-  46 28 38.15152(N)    122 48 25.36590(W)     ADJUSTED  
 SC0199* NAVD 88     -       110.428  (meters)     362.30   (feet)  ADJUSTED  
 SC0199  ___________________________________________________________________
 SC0199  X           -  -2,384,007.028 (meters)                     COMP
 SC0199  Y           -  -3,698,255.895 (meters)                     COMP
 SC0199  Z           -   4,602,004.667 (meters)                     COMP
 SC0199  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 SC0199  ELLIP HEIGHT-          88.71  (meters)          (03/21/00) GPS OBS
 SC0199  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SC0199  DYNAMIC HT  -         110.436 (meters)     362.32  (feet)  COMP
 SC0199  MODELED GRAV-     980,680.6   (mgal)                       NAVD 88
 SC0199
 SC0199  HORZ ORDER  -  A
 SC0199  VERT ORDER  -  SECOND    CLASS 0
 SC0199  ELLP ORDER  -  THIRD     CLASS II
 SC0199
 SC0199.The horizontal coordinates were established by GPS observations
 SC0199.and adjusted by the National Geodetic Survey in March 2000..
 SC0199.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC0199.DATUM ITEM on the data sheet items page.
 SC0199
 SC0199.The orthometric height was determined by differential leveling
 SC0199.and adjusted by the National Geodetic Survey in June 1991..
 SC0199
 SC0199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC0199
 SC0199.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0199
 SC0199.The ellipsoidal height was determined by GPS observations
 SC0199.and is referenced to NAD 83.
 SC0199
 SC0199.The geoid height was determined by GEOID03.
 SC0199
 SC0199.The dynamic height is computed by dividing the NAVD 88
 SC0199.geopotential number by the normal gravity value computed on the
 SC0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0199.degrees latitude (g = 980.6199 gals.).
 SC0199
 SC0199.The modeled gravity was interpolated from observed gravity values.
 SC0199
 SC0199;                    North         East     Units Scale Factor Converg.
 SC0199;SPC WA S     -   129,737.999   322,871.433   MT  0.99991636   -1 40 33.0
 SC0199;SPC WA S     -   425,648.75  1,059,287.36   sFT  0.99991636   -1 40 33.0
 SC0199;UTM  10      - 5,147,095.138   514,811.887   MT  0.99960270   +0 08 23.7
 SC0199
 SC0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0199!SPC WA S     -   0.99998609  x   0.99991636  =   0.99990246
 SC0199!UTM  10      -   0.99998609  x   0.99960270  =   0.99958880
 SC0199
 SC0199                          SUPERSEDED SURVEY CONTROL
 SC0199
 SC0199  NAD 83(1991)-  46 28 38.15010(N)    122 48 25.36696(W) AD(       ) B
 SC0199  ELLIP H (05/29/91)   88.84   (m)                       GP(       ) 4 1
 SC0199  NAVD 88 (11/01/99)  110.43   (m)          362.3    (f) LEVELING    3  
 SC0199  NGVD 29 (??/??/92)  109.379  (m)          358.85   (f) ADJ UNCH    2 0
 SC0199
 SC0199.Superseded values are not recommended for survey control.
 SC0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0199.See file dsdata.txt to determine how the superseded data were derived.
 SC0199
 SC0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES1481247095(NAD 83)
 SC0199_MARKER: DT = TOPOGRAPHIC STATION DISK
 SC0199_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SC0199_SP_SET: SET CAP
 SC0199_STAMPING: ARP 1959
 SC0199_MARK LOGO: CGS   
 SC0199_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0199+STABILITY: SURFACE MOTION
 SC0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0199+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2004
 SC0199
 SC0199  HISTORY     - Date     Condition        Report By
 SC0199  HISTORY     - 1959     MONUMENTED       RBNF
 SC0199  HISTORY     - 1959     GOOD             NGS
 SC0199  HISTORY     - 19891005 GOOD             NGS
 SC0199  HISTORY     - 19901102 GOOD
 SC0199  HISTORY     - 19920827 GOOD             NGS
 SC0199  HISTORY     - 19980429 GOOD             WA-041
 SC0199  HISTORY     - 20030206 GOOD             BOR
 SC0199  HISTORY     - 20040226 GOOD             FORSUR
 SC0199
 SC0199                          STATION DESCRIPTION
 SC0199
 SC0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SC0199'IN TOLEDO-WINLOCK AIRPORT.
 SC0199'ON THE NORTH EDGE OF RUNWAY, APPROXIMATELY EQUAL DISTANCE FROM RUNWAY
 SC0199'ENDS.  86.5 FEET NORTHWEST OF MOST NORTHWESTERLY CORNER OF THE LETTER
 SC0199'T IN PAINTED WORK TOLEDO ON RUNWAY.  A TOPOGRAPHIC STATION DISK IN A
 SC0199'DRILL HOLE IN THE SOUTH EDGE OF THE 3RD MANHOLE EAST OF EASTERLY
 SC0199'TAXIWAY INTERSECTION.
 SC0199
 SC0199                          STATION RECOVERY (1989)
 SC0199
 SC0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SC0199'THE STATION IS LOCATED ABOUT 25.8 KM (16.0 MI) SOUTHWEST OF MOSSYROCK,
 SC0199'22.5 KM (14.0 MI) NORTH OF CASTLE ROCK, 20.9 KM (13.0 MI)    SOUTH OF
 SC0199'CHEHALIS, 4.8 KM (3.0 MI) NORTHEAST OF TOLEDO AND AT THE TOLEDO
 SC0199'AIRPORT.
 SC0199'TO REACH FROM THE POST OFFICE IN TOLEDO AT THE INTERSECTION OF SECOND
 SC0199'STREET AND COWLITZ AVENUE, GO WESTERLY AND THEN NORTH ON STATE ROUTE
 SC0199'505 FOR 0.64 KM (0.40 MI) TO A POINT WHERE STATE ROUTE 505 TURN WEST.
 SC0199'CONTINUE AHEAD UPHULL ON THE TOLEDO-WINLOCK ROAD FOR 3.38 KM
 SC0199'(2.10 MI) TO A CROSS ROAD. TURN RIGHT FORK AND GO EASTERLY ON THE
 SC0199'JACKSON HIGHWAY FOR 2.90 KM (1.80 MI) TO A SIDE ROAD RIGHT AT THE THE
 SC0199'AIRPORT BEACON.  TURN RIGHT AND GO EASTERLY ALONG THE BACK OF A ROW
 SC0199'OF HANGARS FOR 0.16 KM (0.10 MI) TO THE EAST END OF THE HANGARS.
 SC0199'TURN RIGHT AND GO SOUTH AND THEN EAST ALONG THE TAXIWAY FOR 0.80 KM
 SC0199'(0.50 MI) TO A POINT WHERE THE TAXIWAY TURN RIGHT TO THE RUNWAY.
 SC0199'TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR 0.08 KM (0.05 MI) TO THE
 SC0199'RUNWAY.  TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF THE RUNWAY
 SC0199'FOR 100 M (328.1 FT) TO THE STATION ON THE LEFT.
 SC0199'THE MARK IS SET IN A DRILL HOLE IN THE CONCRETE RING AROUND AN IORN
 SC0199'MANHOLE COVER.  IT IS 100 M (328.1 FT) WEST OF THE CENTER OF THE
 SC0199'TAXIWAY, 26.4 M (86.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 SC0199'LETTER -T- IN THE NAME TOLEDO PAINTED IN THE CENTER OF THE RUNWAY AND
 SC0199'0.9 M (3.0 FT) SOUTH OF THE CENTER OF THE MANHOLE COVER.
 SC0199
 SC0199                          STATION RECOVERY (1990)
 SC0199
 SC0199'RECOVERED 1990
 SC0199'RECOVERED IN GOOD CONDITION.
 SC0199
 SC0199                          STATION RECOVERY (1992)
 SC0199
 SC0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 SC0199'STATION IS LOCATED ABOUT 28 KM (17.4 MI) SOUTH-SOUTHEAST OF
 SC0199'CHEHALIS, 5 KM (3.1 MI) NORTHEAST OF TOLEDO, AT THE TOLEDO-WINLOCK
 SC0199'AIRPORT, AT THE RUNWAY EDGE, ABOUT MIDWAY ALONG THE RUNWAY, IN THE
 SC0199'CONCRETE CASING FOR A MANHOLE COVER.  OWNERSHIP--TOLEDO, WINLOCK,
 SC0199'LEWIS COUNTY, LEWIS COUNTY COURTHOUSE, CHEHALIS, WA 98532.  AIRPORT
 SC0199'MANAGER IS BOB BERRY, PHONE 206-748-6589.
 SC0199'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 SC0199'STATE HIGHWAY 505 (EXIT 63), ABOUT 25 KM (15.5 MI) SOUTH OF
 SC0199'CHEHALIS, GO SOUTHEAST ON HIGHWAY 505 FOR 3.84 KM (2.39 MI) TO A
 SC0199'CROSSROAD AT BLINKER LIGHT.  TURN LEFT, EASTERLY, ON JACKSON HIGHWAY
 SC0199'FOR 1.83 KM (1.14 MI) TO A CROSSROAD AT BLINKER LIGHT.  CONTINUE
 SC0199'AHEAD FOR 1.04 KM (0.65 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT
 SC0199'JUST PAST THE BEACON TOWER ON THE RIGHT.  TURN RIGHT, EASTERLY, ON
 SC0199'GRAVEL DRIVE FOR 0.17 KM (0.11 MI) TO A GRAVEL LANE RIGHT.  TURN
 SC0199'RIGHT, PASSING BETWEEN HANGARS, FOR 0.08 KM (0.05 MI) ACROSS APRON
 SC0199'TO THE PARALLEL TAXI.  TURN LEFT, EAST, ON TAXI FOR 0.66 KM
 SC0199'(0.41 MI) TO A CONNECTOR ON THE RIGHT.  TURN RIGHT, SOUTH, FOR
 SC0199'0.06 KM (0.04 MI) TO THE RUNWAY.  TURN RIGHT, WEST, ALONG RUNWAY
 SC0199'EDGE FOR 99 M (324.8 FT) TO THE STATION AT THE MANHOLE COVER.
 SC0199'STATION MARK IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE CASING.  IT
 SC0199'IS 22.6 M (74.1 FT) NORTH OF THE RUNWAY CENTER, 0.3 M (1.0 FT)
 SC0199'SOUTH OF THE RUNWAY EDGE, 0.7 M (2.3 FT) SOUTH OF THE CENTER OF
 SC0199'THE COVER, 25.5 M (83.7 FT) NORTHEAST OF THE CENTER OF A PAINTED
 SC0199'CIRCLE ON RUNWAY WITH A LONGITUDE AND LATITUDE ARROW, 26.4 M
 SC0199'(86.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE PAINTED LETTER
 SC0199'T IN THE WORD TOLEDO, 38.8 M (127.3 FT) WEST OF A RUNWAY
 SC0199'LIGHT, AND 22.7 M (74.5 FT) EAST OF A RUNWAY LIGHT.
 SC0199
 SC0199                          STATION RECOVERY (1998)
 SC0199
 SC0199'RECOVERY NOTE BY LEWIS COUNTY WASHINGTON 1998 (RW)
 SC0199'RECOVERED AS DESCRIBED, BUT DISTANCE ON THE TOLEDO-WINLOCK ROAD IS 0.8
 SC0199'MI.
 SC0199
 SC0199                          STATION RECOVERY (2003)
 SC0199
 SC0199'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2003 (TAC)
 SC0199'RECOVERED IN GOOD CONDITION.
 SC0199
 SC0199                          STATION RECOVERY (2004)
 SC0199
 SC0199'RECOVERY NOTE BY FORESIGHT SURVEYING INC 2004
 SC0199'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5502 ***********************************************************************
 AC5502  SACS        -  This is a Secondary Airport Control Station.
 AC5502  DESIGNATION -  ARP 1964
 AC5502  PID         -  AC5502
 AC5502  STATE/COUNTY-  WA/SPOKANE
 AC5502  USGS QUAD   -  FOUR LAKES (1973)
 AC5502
 AC5502                         *CURRENT SURVEY CONTROL
 AC5502  ___________________________________________________________________
 AC5502* NAD 83(1998)-  47 37 11.24216(N)    117 32 01.32177(W)     ADJUSTED  
 AC5502* NAVD 88     -       718.71   (meters)    2358.0    (feet)  GPS OBS   
 AC5502  ___________________________________________________________________
 AC5502  X           -  -1,991,234.557 (meters)                     COMP
 AC5502  Y           -  -3,819,639.000 (meters)                     COMP
 AC5502  Z           -   4,689,002.577 (meters)                     COMP
 AC5502  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 AC5502  ELLIP HEIGHT-         700.32  (meters)          (07/02/01) GPS OBS
 AC5502  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 AC5502
 AC5502  HORZ ORDER  -  FIRST
 AC5502  ELLP ORDER  -  THIRD     CLASS II
 AC5502
 AC5502.This mark is at Spokane Intl Airport (GEG)
 AC5502
 AC5502.The horizontal coordinates were established by GPS observations
 AC5502.and adjusted by the National Geodetic Survey in July 2001..
 AC5502.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5502.DATUM ITEM on the data sheet items page.
 AC5502
 AC5502.The orthometric height was determined by GPS observations and a
 AC5502.high-resolution geoid model.
 AC5502
 AC5502.GPS derived orthometric heights for airport stations designated as
 AC5502.PACS or SACS are published to 2 decimal places.  This maintains
 AC5502.centimeter relative accuracy between the PACS and SACS.  It does
 AC5502.not indicate centimeter accuracy relative to other marks which are
 AC5502.part of the NAVD 88 network.
 AC5502
 AC5502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5502
 AC5502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5502
 AC5502.The ellipsoidal height was determined by GPS observations
 AC5502.and is referenced to NAD 83.
 AC5502
 AC5502.The geoid height was determined by GEOID03.
 AC5502
 AC5502;                    North         East     Units Scale Factor Converg.
 AC5502;SPC WA N     -    74,226.036   747,959.077   MT  0.99997981   +2 27 23.9
 AC5502;SPC WA N     -   243,523.25  2,453,929.07   sFT  0.99997981   +2 27 23.9
 AC5502;UTM  11      - 5,274,180.783   459,896.754   MT  0.99961976   -0 23 39.3
 AC5502
 AC5502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5502!SPC WA N     -   0.99989024  x   0.99997981  =   0.99987006
 AC5502!UTM  11      -   0.99989024  x   0.99961976  =   0.99951005
 AC5502
 AC5502                          SUPERSEDED SURVEY CONTROL
 AC5502
 AC5502  NAD 83(1998)-  47 37 11.24201(N)    117 32 01.32285(W) AD(       ) 1
 AC5502  ELLIP H (07/23/97)  700.35   (m)                       GP(       ) 3 1
 AC5502
 AC5502.Superseded values are not recommended for survey control.
 AC5502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5502.See file dsdata.txt to determine how the superseded data were derived.
 AC5502
 AC5502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5989774181(NAD 83)
 AC5502_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5502_STAMPING: ARP 1964
 AC5502_MARK LOGO: CGS   
 AC5502_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5502+STABILITY: SURFACE MOTION
 AC5502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5502+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 AC5502
 AC5502  HISTORY     - Date     Condition        Report By
 AC5502  HISTORY     - 1964     MONUMENTED       CGS
 AC5502  HISTORY     - 19960726 GOOD             CHANCE
 AC5502  HISTORY     - 19970809 GOOD             NGS
 AC5502  HISTORY     - 20050601 GOOD             NGS
 AC5502
 AC5502                          STATION DESCRIPTION
 AC5502
 AC5502'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (PSC)
 AC5502'THE STATION IS LOCATED IN THE GEOMETRIC CENTER OF SPOKANE INTL
 AC5502'AIRPORT, ABOUT MIDWAY BETWEEN AN ABANDONED LOOP ROAD AND THE SOUTHEAST
 AC5502'EDGE OF RUNWAY 3-21.  THE STATION IS 215 FT (65.5 M) SOUTHEAST OF THE
 AC5502'SOUTHEAST EDGE OF THE RUNWAY, 76.7 FT (23.4 M) NORTHWEST OF THE
 AC5502'NORTHWEST EDGE OF THE ABANDONED LOOP ROAD, 166.1 FT (50.6 M) WEST OF
 AC5502'THE WINDSOCK, 253.13 FT (77.15 M) SOUTHWEST OF STATION 45+90 250L 1957
 AC5502'(USE) , AND 2.0 FT (0.6 M) NORTHEAST OF A WITNESS POST.  THE STATION
 AC5502'IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 12 INCH CONCRETE
 AC5502'MONUMENT, FLUSH WITH THE GROUND AND STAMPED ARP 1964.
 AC5502
 AC5502                          STATION RECOVERY (1996)
 AC5502
 AC5502'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5502'THE STATION IS LOCATED ABOUT 23 MILES (37.0 KM) SOUTH OF DEER PARK,
 AC5502'22.5 MILES (36.2 KM) WEST OF THE WASHINGTON - IDAHO STATE LINE, 6
 AC5502'MILES (9.7 KM) WEST OF SPOKANE AT THE SPOKANE INTERNATIONAL AIRPORT,
 AC5502'DENNIS LOCKE - AIRPORT OPERATIONS, PHONE 509-455-6418  TO REACH THE
 AC5502'STATION FROM THE JUNCTION OF INTERSTATE 90 AND US HIGHWAY 2 WEST OF
 AC5502'SPOKANE, PROCEED NORTH ON US HIGHWAY 2 1.05 MILES (1.69 KM) TO THE
 AC5502'AIRPORT ROAD EXIT, EXIT AND PROCEED WEST 2.0 MILES (3.2 KM) TO A
 AC5502'THREE-WAY STOP AND POST OFFICE ROAD ON THE LEFT, TURN LEFT AND PROCEED
 AC5502'SOUTH ON POST OFFICE ROAD 0.1 MILES (0.2 KM) TO AVIATION AVENUE, TURN
 AC5502'RIGHT AND PROCEED EAST ON AVIATION AVENUE 0.05 MILES (0.08 KM) TO A
 AC5502'LOCKED GATE, OBTAIN PERMISSION AND PROCEED EAST THROUGH THE GATE 0.1
 AC5502'MILES (0.2 KM) TO AN ABANDONED RUNWAY, TURN RIGHT AND PROCEED SOUTH ON
 AC5502'THE ABANDONED RUNWAY, 0.2 MILES (0.3 KM) TO TAXIWAY A AT THE JUNCTION
 AC5502'WITH TAXIWAYS F AND A7, TURN RIGHT AND PROCEED SOUTHWEST ON TAXIWAY A
 AC5502'0.4 MILE (0.6 KM) TO JUNCTION WITH TAXIWAY D, TURN LEFT AND PROCEED
 AC5502'SOUTHEAST AND SOUTH ON TAXIWAY D 0.2 MILES (0.3 KM) ACROSS RUNWAY 3-21
 AC5502'TO THE STATION ON THE RIGHT  THE STATION IS A STANDARD US COAST AND
 AC5502'GEODETIC SURVEY TOPOGRAPHIC STATION DISK SET IN THE TOP OF A SQUARE
 AC5502'CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 AC5502'0.18 M (0.59 FT) NORTHWEST OF A WITNESS POST, 50.45 M (165.52 FT) WEST
 AC5502'OF A WINDSOCK, 77.15 M (253.12 FT) SOUTH OF THE MONUMENT -USACE STA
 AC5502'45+90 250L-, 105.1 SOUTH OF A -HOLD SHORT- SIGN, 23.3 M (76.4 FT)
 AC5502'NORTHWEST OF THE PAVED EDGE OF AN ABANDONED TURN AROUND ROAD SOUTH OF
 AC5502'THE WIND SOCK  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AC5502'CONTROL STATION (SACS) - WASHINGTON ANA SURVEYS 1996
 AC5502
 AC5502                          STATION RECOVERY (1997)
 AC5502
 AC5502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC5502'THE STATION IS LOCATED AT SPOKANE INTL AIRPORT IN THE SOUTHWEST
 AC5502'QUADRANT OF THE INTERSECTION OF RUNWAY 3-21 AND TAXIWAY D.
 AC5502'OWNERSHIP--CITY/COUNTY OF SPOKANE, DENNIS LOCKE, DIRECTOR OF AIRPORT
 AC5502'OPERATIONS, P O BOX 19186, SPOKANE, WA 99219.  THE PHONE NUMBER IS
 AC5502'(509) 455-6418.  TO REACH THE STATION FROM THE INTERSECTION OF US
 AC5502'INTERSTATE HIGHWAY 90 AND GROVE ROAD ON THE WEST SIDE OF SPOKANE, GO
 AC5502'NORTHWEST FOR 0.15 MI (0.24 KM) ON GROVE ROAD TO THE INTERSECTION WITH
 AC5502'GEIGER BOULEVARD, CROSS THROUGH THE INTERSECTION AND GO WESTERLY FOR
 AC5502'0.3 MI (0.5 KM) ON WILL D ALTON LANE TO A PAVED ROAD RIGHT.  TURN
 AC5502'RIGHT AND GO NORTHERLY FOR 1.0 MI (1.6 KM) ON SPOTTED ROAD TO A PAVED
 AC5502'DRIVE LEFT LEADING TO AIRPORT SECURITY GATE 25.  TURN LEFT AND GO
 AC5502'WESTERLY FOR 0.1 MI (0.2 KM) PASSING THROUGH THE SECURITY GATE TO THE
 AC5502'AIRPORT PERIMETER ROAD.  TURN RIGHT AND GO WESTERLY FOR 0.5 MI (0.8
 AC5502'KM) ALONG THE PERIMETER ROAD TO THE FEDEX RAMP AND TAXIWAY A7 ON THE
 AC5502'LEFT.  TURN LEFT AND GO SOUTHWEST ON TAXIWAY A7 FOR 100-FEET TO THE
 AC5502'INTERSECTION WITH PARALLEL TAXIWAY A.  TURN RIGHT AND GO SOUTHWEST FOR
 AC5502'0.4 MI (0.6 KM) ALONG TAXIWAY A TO THE INTERSECTION WITH TAXIWAY D.
 AC5502'TURN LEFT AND GO SOUTHERLY FOR 0.2 MI (0.3 KM) ALONG TAXIWAY D TO THE
 AC5502'STATION RIGHT AFTER CROSSING RUNWAY 3-21.  THE STATION IS LOCATED
 AC5502'105.1 M (344.8 FT) SOUTHWEST OF A HOLD SHORT SIGN, 77.2 M (253.3 FT)
 AC5502'SOUTH-SOUTHWEST OF STATION 45+90 250L, 50.5 M (165.7 FT) WEST OF A
 AC5502'WINDSOCK, 23.3 M (76.4 FT) NORTHWEST OF THE NORTHWEST EDGE OF AN
 AC5502'ABANDONED PAVED TURN AROUND ROAD, AND 0.2 M (0.7 FT) NORTHWEST OF A
 AC5502'METAL WITNESS POST.
 AC5502
 AC5502                          STATION RECOVERY (2005)
 AC5502
 AC5502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DRL)
 AC5502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5526 ***********************************************************************
 AC5526  DESIGNATION -  ARP 2 BLI
 AC5526  PID         -  AC5526
 AC5526  STATE/COUNTY-  WA/WHATCOM
 AC5526  USGS QUAD   -  FERNDALE (1994)
 AC5526
 AC5526                         *CURRENT SURVEY CONTROL
 AC5526  ___________________________________________________________________
 AC5526* NAD 83(1998)-  48 47 48.11700(N)    122 32 20.19321(W)     ADJUSTED  
 AC5526* NAVD 88     -        46.4    (meters)     152.     (feet)  GPS OBS   
 AC5526  ___________________________________________________________________
 AC5526  X           -  -2,264,168.695 (meters)                     COMP
 AC5526  Y           -  -3,548,708.007 (meters)                     COMP
 AC5526  Z           -   4,775,714.599 (meters)                     COMP
 AC5526  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 AC5526  ELLIP HEIGHT-          24.84  (meters)          (09/28/01) GPS OBS
 AC5526  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 AC5526
 AC5526  HORZ ORDER  -  THIRD
 AC5526  ELLP ORDER  -  FOURTH    CLASS I
 AC5526
 AC5526.This mark is at Bellingham Intl Airport (BLI)
 AC5526
 AC5526.The horizontal coordinates were established by GPS observations
 AC5526.and adjusted by the National Geodetic Survey in September 2001..
 AC5526.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5526.DATUM ITEM on the data sheet items page.
 AC5526
 AC5526.The orthometric height was determined by GPS observations and a
 AC5526.high-resolution geoid model.
 AC5526
 AC5526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5526
 AC5526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5526
 AC5526.The ellipsoidal height was determined by GPS observations
 AC5526.and is referenced to NAD 83.
 AC5526
 AC5526.The geoid height was determined by GEOID03.
 AC5526
 AC5526;                    North         East     Units Scale Factor Converg.
 AC5526;SPC WA N     -   201,158.636   374,699.048   MT  1.00001253   -1 16 11.5
 AC5526;SPC WA N     -   659,967.96  1,229,325.13   sFT  1.00001253   -1 16 11.5
 AC5526;UTM  10      - 5,404,958.694   533,859.896   MT  0.99961408   +0 20 48.8
 AC5526
 AC5526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5526!SPC WA N     -   0.99999611  x   1.00001253  =   1.00000864
 AC5526!UTM  10      -   0.99999611  x   0.99961408  =   0.99961019
 AC5526
 AC5526|---------------------------------------------------------------------|
 AC5526| PID    Reference Object                     Distance      Geod. Az  |
 AC5526|                                                           dddmmss.s |
 AC5526| AA7394 BLI ARP                             273.836 METERS 16801     |
 AC5526|---------------------------------------------------------------------|
 AC5526
 AC5526                          SUPERSEDED SURVEY CONTROL
 AC5526
 AC5526  NAD 83(1998)-  48 47 48.11422(N)    122 32 20.19404(W) AD(       ) 3
 AC5526  ELLIP H (06/24/99)   25.05   (m)                       GP(       ) 4 1
 AC5526
 AC5526.Superseded values are not recommended for survey control.
 AC5526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5526.See file dsdata.txt to determine how the superseded data were derived.
 AC5526
 AC5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3386004959(NAD 83)
 AC5526_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5526_STAMPING: ARP 2 1971 BLI
 AC5526_MARK LOGO: CGS   
 AC5526_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5526+STABILITY: SURFACE MOTION
 AC5526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5526+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 AC5526
 AC5526  HISTORY     - Date     Condition        Report By
 AC5526  HISTORY     - 1971     MONUMENTED       CGS
 AC5526  HISTORY     - 19900615 GOOD             NGS
 AC5526  HISTORY     - 19970828 GOOD             NGS
 AC5526  HISTORY     - 20030318 GOOD             USPSQD
 AC5526
 AC5526                          STATION DESCRIPTION
 AC5526
 AC5526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC5526'THE STATION IS LOCATED AT THE APPROXIMATE GEOMETRIC CENTER OF THE
 AC5526'AIRPORT, 350 FT (106.7 M) NW OF THE FIRST RUNWAY LIGHT S OF THE
 AC5526'INTERSECTION OF RUNWAYS 16-34 AND 12-30, 160.1 FT (48.8 M) NW OF THE
 AC5526'FIRST ABANDONED FLUSH MOUNTED RUNWAY LIGHT NW OF THE INTERSECTIONS OF
 AC5526'RUNWAYS 16-34 AND 12-30 ON THE S SIDE OF RUNWAY 12-30, 69.4 FT (21.2
 AC5526'M) S OF THE SECOND ABANDONED FLUSH MOUNTED RUNWAY LIGHT NW OF THE
 AC5526'INTERSECTIONS OF RUNWAYS 16-34 AND 12-30 ON THE S SIDE OF RUNWAY 12-30
 AC5526'AND 50.1 FT (15.3 M) SW OF THE SW EDGE OF THE EDGE OF THE PAVING ALONG
 AC5526'RUNWAY 12-30.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP
 AC5526'2 1971 BLI SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AC5526'GROUND.
 AC5526
 AC5526                          STATION RECOVERY (1997)
 AC5526
 AC5526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 AC5526'THE STATION IS LOCATED 3 MILES (4.8 KM) NORTHWEST OF BELLINGHAM, WA AT
 AC5526'THE BELLINGHAM INTERNATIONAL AIRPORT IN BELLINGHAM, WA.  IT IS AT THE
 AC5526'APPROXIMATE CENTER OF THE AIRPORT AND ON THE WEST SIDE OF RUNWAY
 AC5526'16-34.  CONTACT MR KARL T.  KERSTEIN, DIRECTOR OF AVIATION (360)
 AC5526'671-5674 FOR PERMISSION TO OCCUPY THIS MARK.  TO REACH THE STATION
 AC5526'FROM THE AIRPORT ADMINISTRATION BULIDING, PASS THROUGH GATE AT
 AC5526'ADMINISTRATION ENTRANCE.  PROCEED WESTERLY ACCROSS RAMP 0.15 MILES
 AC5526'(0.24 KM) TO THE INTERSECTION OF TAXIWAY C AND TAXIWAY A.  CONTINUE
 AC5526'ALONG TAXIWAY C AND ACCROSS RUNWAY 16-34 FOR 0.15 MI (0.24 KM) TO
 AC5526'ABANDON RUNWAY 12-30 AND THE STATION ON THE LEFT IN THE GRASS ON THE
 AC5526'SOUTH SIDE OF THE ABANDON RUNWAY AND WEST OF RUNWAY 16-34.  IT IS
 AC5526'160.1 FT (48.8 M) NORTHWEST OF THE FIRST ABANDON FLUSH MOUNTED RUNWAY
 AC5526'LIGHT NORTHWEST OF THE INTERSECTION OF RUNWAY 16-34 AND 12-30 ON THE
 AC5526'SOUTH SIDE OF THE ABANDON RUNWAY, 69.4 FT (21.2 M) SOUTH OF THE SECOND
 AC5526'ABANDON FLUSH MOUNTED RUNWAY LIGHT NORTHWEST OF THE RUNWAY
 AC5526'INTERSECTION, AND 50 FT (15.2 M) SOUTHWEST OF THE SOUTHWEST EDGE OF
 AC5526'THE PAVING ALONG ABANDON RUNWAY 12-30.  THE STATION IS A STANDARD
 AC5526'TOPOGRAPHIC STATION DISK SET IN THE TOP OF A SQARE CONCRETE MONUMENT
 AC5526'FLUSH WITH THE GROUND.
 AC5526
 AC5526                          STATION RECOVERY (2003)
 AC5526
 AC5526'RECOVERY NOTE BY US POWER SQUADRON 2003 (TAH)
 AC5526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5481 ***********************************************************************
 AC5481  SACS        -  This is a Secondary Airport Control Station.
 AC5481  DESIGNATION -  ARP 2 PUW
 AC5481  PID         -  AC5481
 AC5481  STATE/COUNTY-  WA/WHITMAN
 AC5481  USGS QUAD   -  MOSCOW WEST (1975)
 AC5481
 AC5481                         *CURRENT SURVEY CONTROL
 AC5481  ___________________________________________________________________
 AC5481* NAD 83(1998)-  46 44 38.66433(N)    117 06 36.15980(W)     ADJUSTED  
 AC5481* NAVD 88     -       771.61   (meters)    2531.5    (feet)  GPS OBS   
 AC5481  ___________________________________________________________________
 AC5481  X           -  -1,995,499.934 (meters)                     COMP
 AC5481  Y           -  -3,897,863.631 (meters)                     COMP
 AC5481  Z           -   4,622,863.317 (meters)                     COMP
 AC5481  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 AC5481  ELLIP HEIGHT-         753.02  (meters)          (07/02/01) GPS OBS
 AC5481  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 AC5481
 AC5481  HORZ ORDER  -  FIRST
 AC5481  ELLP ORDER  -  THIRD     CLASS II
 AC5481
 AC5481.This mark is at Pullman/moscow Regional Airport (PUW)
 AC5481
 AC5481.The horizontal coordinates were established by GPS observations
 AC5481.and adjusted by the National Geodetic Survey in July 2001..
 AC5481.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5481.DATUM ITEM on the data sheet items page.
 AC5481
 AC5481.The orthometric height was determined by GPS observations and a
 AC5481.high-resolution geoid model.
 AC5481
 AC5481.GPS derived orthometric heights for airport stations designated as
 AC5481.PACS or SACS are published to 2 decimal places.  This maintains
 AC5481.centimeter relative accuracy between the PACS and SACS.  It does
 AC5481.not indicate centimeter accuracy relative to other marks which are
 AC5481.part of the NAVD 88 network.
 AC5481
 AC5481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5481
 AC5481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5481
 AC5481.The ellipsoidal height was determined by GPS observations
 AC5481.and is referenced to NAD 83.
 AC5481
 AC5481.The geoid height was determined by GEOID03.
 AC5481
 AC5481;                    North         East     Units Scale Factor Converg.
 AC5481;SPC WA S     -   162,369.788   758,954.131   MT  0.99991844   +2 27 44.8
 AC5481;SPC WA S     -   532,708.21  2,490,002.01   sFT  0.99991844   +2 27 44.8
 AC5481;UTM  11      - 5,176,730.436   491,593.948   MT  0.99960087   -0 04 48.5
 AC5481
 AC5481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5481!SPC WA S     -   0.99988197  x   0.99991844  =   0.99980042
 AC5481!UTM  11      -   0.99988197  x   0.99960087  =   0.99948289
 AC5481
 AC5481                          SUPERSEDED SURVEY CONTROL
 AC5481
 AC5481  NAD 83(1998)-  46 44 38.66427(N)    117 06 36.16053(W) AD(       ) 1
 AC5481  ELLIP H (07/23/97)  753.04   (m)                       GP(       ) 3 1
 AC5481
 AC5481.Superseded values are not recommended for survey control.
 AC5481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5481.See file dsdata.txt to determine how the superseded data were derived.
 AC5481
 AC5481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM9159476730(NAD 83)
 AC5481_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5481_STAMPING: ARP 2 PUW 1969
 AC5481_MARK LOGO: CGS   
 AC5481_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5481+STABILITY: SURFACE MOTION
 AC5481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5481+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1997
 AC5481
 AC5481  HISTORY     - Date     Condition        Report By
 AC5481  HISTORY     - 1969     MONUMENTED       CGS
 AC5481  HISTORY     - 19930515 GOOD             NGS
 AC5481  HISTORY     - 19960724 GOOD             CHANCE
 AC5481  HISTORY     - 19970823 GOOD             NGS
 AC5481
 AC5481                          STATION DESCRIPTION
 AC5481
 AC5481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (ARB)
 AC5481'THIS STATION IS LOCATED IN THE GEOMETRIC CENTER OF THE PULLMAN-MOSCOW
 AC5481'REGIONAL AIRPORT, ABOUT MIDWAY BETWEEN THE RUNWAY AND TAXIWAY AND
 AC5481'ABOUT 300 FT (91.4 M) SOUTH OF THE TERMINAL BUILDING.  IT IS 140.6 FT
 AC5481'(42.9 M) NORTHEAST OF RUNWAY LIGHT 40, 83.5 FT (25.5 M) WEST OF RUNWAY
 AC5481'LIGHT 42, 62.8 FT (19.1 M) NORTHWEST OF THE NORTHWEST EDGE OF THE
 AC5481'RUNWAY, 57.8 FT (17.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AC5481'TAXIWAY.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 12 INCH
 AC5481'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED ARP 2 PUW 1969.
 AC5481
 AC5481                          STATION RECOVERY (1996)
 AC5481
 AC5481'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5481'THE STATION IS LOCATED ABOUT 23 MILES (37.0 KM) NORTH OF CLARKSTON,
 AC5481'4.5 MILES (7.2 KM) WEST OF MOSCOW, IDAHO, 2.5 MILES (4.0 KM) EAST OF
 AC5481'PULLMAN AT THE PULLMAN/MOSCOW REGIONAL AIRPORT, DAVID CROWNER -
 AC5481'AIRPORT MANAGER, PHONE 509-334-4555 EXT 223  TO REACH THE STATION FROM
 AC5481'THE JUNCTION OF STATE HIGHWAY 270 AND STATE HIGHWAY 27 IN PULLMAN,
 AC5481'PROCEED EAST ON SH 27 2.1 MILES (3.4 KM) TO AIRPORT ROAD, TURN LEFT
 AC5481'AND PROCEED NORTHEAST ON AIRPORT ROAD 2.25 MILES (3.62 KM) TO THE
 AC5481'ENTRANCE FOR THE AIRPORT, TURN RIGHT AND PROCEED 0.05 MILES (0.08 KM)
 AC5481'SOUTH TO THE ENTRANCE GATE WEST OF THE TERMINAL, OBTAIN PERMISSION,
 AC5481'PROCEED SOUTH THROUGH THE GATE ACROSS THE RAMP 0.05 MILES (0.08 KM) TO
 AC5481'TAXIWAY A.  TURN LEFT AND PROCEED EAST 0.2 MILES (0.3 KM) TO THE
 AC5481'STATION ON THE RIGHT  THE STATION IS A STANDARD US COAST AND GEODETIC
 AC5481'SURVEY TOPOGRAPHIC STATION DISK SET IN THE TOP OF A SQUARE CONCRETE
 AC5481'MONUMENT SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED 12.3 M
 AC5481'(40.4 FT) WEST OF A GRATED DRAIN INLET, 19.2 M (63.0 FT) NORTHWEST OF
 AC5481'THE NORTHERN EDGE OF THE RUNWAY, 25.45 M (83.50 FT) WEST OF THE 3RD
 AC5481'RUNWAY WEST OF TAXIWAY C, 42.8 M (140.4 FT) NORTHEAST OF THE 4TH
 AC5481'RUNWAY LIGHT WEST OF TAXIWAY C, 17.55 M (57.58 FT) SOUTHEAST OF THE
 AC5481'SOUTHERLY EDGE OF TAXIWAY A, 1.0 M (3.3 FT) NORTHEAST OF A CARSONITE
 AC5481'WITNESS POST  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AC5481'STATION (SACS) - WASHINGTON ANA SURVEYS 1996
 AC5481
 AC5481                          STATION RECOVERY (1997)
 AC5481
 AC5481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AC5481'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5458 ***********************************************************************
 AC5458  SACS        -  This is a Secondary Airport Control Station.
 AC5458  DESIGNATION -  ARP MWH
 AC5458  PID         -  AC5458
 AC5458  STATE/COUNTY-  WA/GRANT
 AC5458  USGS QUAD   -  MOSES LAKE NORTH (1978)
 AC5458
 AC5458                         *CURRENT SURVEY CONTROL
 AC5458  ___________________________________________________________________
 AC5458* NAD 83(1998)-  47 12 28.18678(N)    119 19 08.84579(W)     ADJUSTED  
 AC5458* NAVD 88     -       356.32   (meters)    1169.0    (feet)  GPS OBS   
 AC5458  ___________________________________________________________________
 AC5458  X           -  -2,125,667.414 (meters)                     COMP
 AC5458  Y           -  -3,784,934.094 (meters)                     COMP
 AC5458  Z           -   4,657,738.051 (meters)                     COMP
 AC5458  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AC5458  ELLIP HEIGHT-         335.72  (meters)          (07/02/01) GPS OBS
 AC5458  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 AC5458
 AC5458  HORZ ORDER  -  FIRST
 AC5458  ELLP ORDER  -  THIRD     CLASS II
 AC5458
 AC5458.This mark is at Grant County Airport (MWH)
 AC5458
 AC5458.The horizontal coordinates were established by GPS observations
 AC5458.and adjusted by the National Geodetic Survey in July 2001..
 AC5458.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5458.DATUM ITEM on the data sheet items page.
 AC5458
 AC5458.The orthometric height was determined by GPS observations and a
 AC5458.high-resolution geoid model.
 AC5458
 AC5458.GPS derived orthometric heights for airport stations designated as
 AC5458.PACS or SACS are published to 2 decimal places.  This maintains
 AC5458.centimeter relative accuracy between the PACS and SACS.  It does
 AC5458.not indicate centimeter accuracy relative to other marks which are
 AC5458.part of the NAVD 88 network.
 AC5458
 AC5458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5458
 AC5458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5458
 AC5458.The ellipsoidal height was determined by GPS observations
 AC5458.and is referenced to NAD 83.
 AC5458
 AC5458.The geoid height was determined by GEOID03.
 AC5458
 AC5458;                    North         East     Units Scale Factor Converg.
 AC5458;SPC WA S     -   209,026.834   589,458.164   MT  0.99997371   +0 51 28.0
 AC5458;SPC WA S     -   685,782.20  1,933,913.99   sFT  0.99997371   +0 51 28.0
 AC5458;UTM  11      - 5,230,868.812   324,375.759   MT  0.99997908   -1 42 08.1
 AC5458
 AC5458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5458!SPC WA S     -   0.99994738  x   0.99997371  =   0.99992109
 AC5458!UTM  11      -   0.99994738  x   0.99997908  =   0.99992646
 AC5458
 AC5458                          SUPERSEDED SURVEY CONTROL
 AC5458
 AC5458  NAD 83(1998)-  47 12 28.18660(N)    119 19 08.84695(W) AD(       ) 1
 AC5458  ELLIP H (07/23/97)  335.74   (m)                       GP(       ) 3 1
 AC5458
 AC5458.Superseded values are not recommended for survey control.
 AC5458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5458.See file dsdata.txt to determine how the superseded data were derived.
 AC5458
 AC5458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN2437630869(NAD 83)
 AC5458_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5458_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC5458_SP_SET: SET IN CONCRETE RUNWAY
 AC5458_STAMPING: ARP MWH 1969
 AC5458_MARK LOGO: NOS   
 AC5458_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5458+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2003
 AC5458
 AC5458  HISTORY     - Date     Condition        Report By
 AC5458  HISTORY     - 1969     MONUMENTED       CGS
 AC5458  HISTORY     - 19880615 GOOD             NGS
 AC5458  HISTORY     - 19960728 GOOD             CHANCE
 AC5458  HISTORY     - 19970828 GOOD             NGS
 AC5458  HISTORY     - 20031107 GOOD             INDIV
 AC5458
 AC5458                          STATION DESCRIPTION
 AC5458
 AC5458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC5458'THIS STATION IS LOCATED IN THE GEOMETRIC CENTER OF THE GRANT COUNTY
 AC5458'AIRPORT, PREVIOUSLY KNOWN AS LARSON AFB.  IT IS ABOUT 1300 FT (396.2
 AC5458'M) NW OF THE INTERSECTION OF THE TWO LONG RUNWAYS, MIDWAY BETWEEN THE
 AC5458'6 RUNWAY MARKERS ON THE SW SIDE OF THE RUNWAY, 249 FT (75.9 M) SW OF
 AC5458'THE CENTERLINE OF RUNWAY 14L-32R, 0.85 FT (25.91 CM) NE OF THE SW EDGE
 AC5458'OF THE CONCRETE RUNWAY.  A STANDARD TOPOGRAPHIC DISK SET IN A DRILL
 AC5458'HOLE IN THE CONCRETE PAVING AND FLUSH WITH THE SURFACE AND STAMPED,
 AC5458'ARP MWH 1969.  NOTE, NOT SEARCHED FOR.
 AC5458
 AC5458                          STATION RECOVERY (1996)
 AC5458
 AC5458'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5458'STATION IS LOCATED APPROXIMATELY 25 MI (40.2 KM) EAST OF QUINCY, 13 MI
 AC5458'(20.9 KM) SOUTHEAST OF EPHRATA, 5 MI (8.0 KM) NORTH OF MOSES LAKE, AT
 AC5458'THE GRANT COUNTY AIRPORT, DAVID M BAILEY - AIRPORT MANAGER, PHONE
 AC5458'509-762-5363  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AC5458'17 AND PATTON AVENUE, NORTH OF MOSES LAKE, PROCEED NORTHEAST AND NORTH
 AC5458'ON PATTON AVENUE 2.4 MI (3.9 KM) TO THE INTERSECTION WITH ANDREWS
 AC5458'STREET, PROCEED STRAIGHT ONTO AIRPORT PROPERTY 0.05 MILES (0.08 KM) TO
 AC5458'THE MAIN ENTRANCE GATE / OBTAIN PERMISSION TO ENTER AIRPORT/ CONTINUE
 AC5458'THROUGH THE GATE 0.05 MILES (0.08 KM) TO A VEHICLE LANE ON THE SOUTH
 AC5458'EDGE OF THE RAMP, TURN RIGHT AND PROCEED EAST 0.2 MILES (0.3 KM) TO A
 AC5458'VEHICLE LANE ON THE LEFT, TURN LEFT AND PROCEED NORTH 0.35 MILES (0.56
 AC5458'KM) ACROSS THE JET TAXIWAY TO THE NORTHEAST CORNER OF THE RAMP, TURN
 AC5458'LEFT AND PROCEED WEST 0.2 MI (0.3 KM) TO THE -FIRE ROAD- ON THE RIGHT
 AC5458'NEAR THE BASE OF THE NEW TOWER, TURN RIGHT AND PROCEED NORTHEAST ON
 AC5458'THE FIRE ROAD 0.75 MILES (1.21 KM) TO THE JUNCTION OF RUNWAYS 4-22 AND
 AC5458'14L-32R, BEAR LEFT AND PROCEED NORTHWEST ACROSS RUNWAY 4-22 TO THE
 AC5458'WEST EDGE OF RUNWAY 14L-32R 0.35 MILES (0.56 KM) TO THE STATION ON THE
 AC5458'LEFT IN THE EDGE OF THE CONCRETE RUNWAY BETWEEN THE FIFTH AND SIXTH
 AC5458'RUNWAY LIGHT NORTH OF RUNWAY 4-22  THE STATION IS A STANDARD US COAST
 AC5458'AND GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE RUNWAY
 AC5458'FOUNDATION SLAB.  THE STATION IS LOCATED 37.15 M (121.88 FT) WEST OF
 AC5458'THE 5TH RUNWAY LIGHT NORTH OF RUNWAY 4-22, 45.2 M (148.3 FT) SOUTH OF
 AC5458'THE 6TH RUNWAY LIGHT NORTH OF RUNWAY 4-22, 34.25 M (112.37 FT)
 AC5458'NORTHWEST OF THE NORTHERN CORNER OF A CONCRETE UTILITY COVER, 23.05 M
 AC5458'(75.62 FT) SOUTHEAST OF THE SOUTHERN CORNER OF A CONCRETE UTILITY
 AC5458'COVER  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AC5458'STATION (SACS) - WASHINGTON ANA SURVEYS 1996
 AC5458
 AC5458                          STATION RECOVERY (1997)
 AC5458
 AC5458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC5458'RECOVERED AS DESCRIBED.
 AC5458
 AC5458                          STATION RECOVERY (2003)
 AC5458
 AC5458'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KK)
 AC5458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5444 ***********************************************************************
 AC5444  SACS        -  This is a Secondary Airport Control Station.
 AC5444  DESIGNATION -  ARP PAE
 AC5444  PID         -  AC5444
 AC5444  STATE/COUNTY-  WA/SNOHOMISH
 AC5444  USGS QUAD   -  MUKILTEO (1978)
 AC5444
 AC5444                         *CURRENT SURVEY CONTROL
 AC5444  ___________________________________________________________________
 AC5444* NAD 83(1998)-  47 54 29.68902(N)    122 16 57.84709(W)     ADJUSTED  
 AC5444* NAVD 88     -       177.83   (meters)     583.4    (feet)  GPS OBS   
 AC5444  ___________________________________________________________________
 AC5444  X           -  -2,287,752.407 (meters)                     COMP
 AC5444  Y           -  -3,621,281.901 (meters)                     COMP
 AC5444  Z           -   4,710,158.470 (meters)                     COMP
 AC5444  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AC5444  ELLIP HEIGHT-         154.51  (meters)          (07/02/01) GPS OBS
 AC5444  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AC5444
 AC5444  HORZ ORDER  -  FIRST
 AC5444  ELLP ORDER  -  THIRD     CLASS II
 AC5444
 AC5444.This mark is at Snohomish Co (PAINE FLD) Airport (PAE)
 AC5444
 AC5444.The horizontal coordinates were established by GPS observations
 AC5444.and adjusted by the National Geodetic Survey in July 2001..
 AC5444.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5444.DATUM ITEM on the data sheet items page.
 AC5444
 AC5444.The orthometric height was determined by GPS observations and a
 AC5444.high-resolution geoid model.
 AC5444
 AC5444.GPS derived orthometric heights for airport stations designated as
 AC5444.PACS or SACS are published to 2 decimal places.  This maintains
 AC5444.centimeter relative accuracy between the PACS and SACS.  It does
 AC5444.not indicate centimeter accuracy relative to other marks which are
 AC5444.part of the NAVD 88 network.
 AC5444
 AC5444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5444
 AC5444.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5444
 AC5444.The ellipsoidal height was determined by GPS observations
 AC5444.and is referenced to NAD 83.
 AC5444
 AC5444.The geoid height was determined by GEOID03.
 AC5444
 AC5444;                    North         East     Units Scale Factor Converg.
 AC5444;SPC WA N     -   102,000.840   391,658.155   MT  0.99994892   -1 04 44.8
 AC5444;SPC WA N     -   334,647.76  1,284,965.13   sFT  0.99994892   -1 04 44.8
 AC5444;UTM  10      - 5,306,351.304   553,599.385   MT  0.99963530   +0 31 56.2
 AC5444
 AC5444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5444!SPC WA N     -   0.99997578  x   0.99994892  =   0.99992470
 AC5444!UTM  10      -   0.99997578  x   0.99963530  =   0.99961109
 AC5444
 AC5444                          SUPERSEDED SURVEY CONTROL
 AC5444
 AC5444  NAD 83(1998)-  47 54 29.68863(N)    122 16 57.84797(W) AD(       ) 1
 AC5444  ELLIP H (07/23/97)  154.53   (m)                       GP(       ) 3 1
 AC5444
 AC5444.Superseded values are not recommended for survey control.
 AC5444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5444.See file dsdata.txt to determine how the superseded data were derived.
 AC5444
 AC5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5359906351(NAD 83)
 AC5444_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5444_STAMPING: ARP 1969 PAE
 AC5444_MARK LOGO: CGS   
 AC5444_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5444+STABILITY: SURFACE MOTION
 AC5444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5444+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1997
 AC5444
 AC5444  HISTORY     - Date     Condition        Report By
 AC5444  HISTORY     - 1969     MONUMENTED       CGS
 AC5444  HISTORY     - 19920615 GOOD             NGS
 AC5444  HISTORY     - 19960805 GOOD             CHANCE
 AC5444  HISTORY     - 19970925 GOOD             NGS
 AC5444
 AC5444                          STATION DESCRIPTION
 AC5444
 AC5444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC5444'THIS STATION IS LOCATED IN THE GEOMETRIC CENTER OF THE SHOHOMISH
 AC5444'COUNTY AIRPORT, IN THE GRASS AREA NORTHEAST OF RUNWAY END 11 AND ABOUT
 AC5444'400 FT (121.9 M) SOUTHWEST OF THE VOR.  IT IS 83.5 FT (25.5 M)
 AC5444'NORTHEAST OF THE SECOND TAXIWAY LIGHT SOUTHEAST OF THE JUNCTION OF
 AC5444'RUNWAY 11 AND A NORTH TAXIWAY, 90.1 FT (27.5 M) NORTH OF THE SECOND
 AC5444'TAXIWAY LIGHT NORTHWEST OF THE JUNCTION OF A SOUTHWEST TAXIWAY AND
 AC5444'RUNWAY 11.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 12 INCH
 AC5444'CONCRETE POST PROJECTING 1 INCH AND STAMPED, ARP 1969 PAE.  THE MARK
 AC5444'IS NOW 7.1 FT (2.2 M) SW OF THE SW EDGE OF A TAXIWAY, 1.6 FT (0.5 M)
 AC5444'NW OF A METAL WITNESS POST WITH A SIGN.  NOTE, NEW POSITION AND
 AC5444'ELEVATION ESTABLISHED DURING 1988 SURVEY.
 AC5444
 AC5444                          STATION RECOVERY (1996)
 AC5444
 AC5444'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5444'STATION IS LOCATED ABOUT 9 MI (14.5 KM) WEST OF SNOHOMISH, 7 MI (11.3
 AC5444'KM) SOUTHWEST OF EVERETT, AND 6 MILES (9.7 KM) NORTH OF LYNWOOD, AT
 AC5444'PAINE FIELD, BRUCE GOETZ - AIRPORT OPERATIONS, PHONE 206-353-2110  TO
 AC5444'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 526 AND AIRPORT
 AC5444'ROAD SOUTHWEST OF EVERETT, PROCEED SOUTH ON AIRPORT ROAD 1.0 MILES
 AC5444'(1.6 KM) TO THE TO 100TH ST SW (TERMINAL ENTRANCE ROAD) , TURN RIGHT
 AC5444'AND PROCEED WEST UNTIL IT BECOMES THE LOOP ROAD FOR THE TERMINAL
 AC5444'BUILDING, CONTINUE A TOTAL OF 0.25 MI (0.40 KM) AND TURN RIGHT JUST
 AC5444'EAST OF THE TERMINAL BUILDING TO ACCESS GATE NUMBER C-6. OBTAIN
 AC5444'PERMISSION TO ENTER AIRPORT PROPERTY.  PASS THROUGH GATE C-6 AND
 AC5444'PROCEED SOUTHWEST ACROSS THE RAMP 0.05 MI (0.08 KM) TO THE EDGE OF
 AC5444'PAVEMENT, TURN LEFT AND PROCEED SOUTHWEST 0.1 MI (0.2 KM) TO THE
 AC5444'WESTERNMOST CORNER OF THE RAMP, PROCEED WEST ONTO TAXIWAY D1 0.05 MI
 AC5444'(0.08 KM) TO THE JUNCTION WITH TAXIWAY D, TURN RIGHT AND PROCEED
 AC5444'NORTHWEST 0.05 MI (0.08 KM) TO A RECTANGULAR GRASS AREA AND THE
 AC5444'STATION ON THE LEFT  THE STATION IS A STANDARD US COAST AND GEODETIC
 AC5444'TOPOGRAPHIC STATION DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 AC5444'SET FLUSH WITH THE SURFACE.  THE STATION IS LOCATED 14.55 M (47.74 FT)
 AC5444'NORTHEAST OF THE NORTHEAST CORNER OF THE VASI LIGHT BOX, 15.85 M
 AC5444'(52.00 FT) EAST OF THE EAST END OF A -HOLD SHORT- SIGN, 9.6 M (31.5
 AC5444'FT) NORTHEAST OF THE NORTH END OF THE TAXIWAY INFORMATION SIGN, 2.1 M
 AC5444'(6.9 FT) SOUTHWEST OF THE SOUTHERN EDGE OF TAXIWAY D, 24.1 M (79.1 FT)
 AC5444'NORTHWEST OF THE EASTERN TAXI LIGHT, AND 17.05 M (55.94 FT) EAST OF
 AC5444'THE WESTERN TAXI LIGHT  THE STATION IS DESIGNATED AS A SECONDARY
 AC5444'AIRPORT CONTROL STATION - WASHINGTON ANA SURVEYS 1996
 AC5444
 AC5444                          STATION RECOVERY (1997)
 AC5444
 AC5444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC5444'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5480 ***********************************************************************
 AC5480  DESIGNATION -  ARP PUW
 AC5480  PID         -  AC5480
 AC5480  STATE/COUNTY-  WA/WHITMAN
 AC5480  USGS QUAD   -  MOSCOW WEST (1975)
 AC5480
 AC5480                         *CURRENT SURVEY CONTROL
 AC5480  ___________________________________________________________________
 AC5480* NAD 83(1998)-  46 44 39.47179(N)    117 06 25.07687(W)     ADJUSTED  
 AC5480* NAVD 88     -       773.4    (meters)    2537.     (feet)  GPS OBS   
 AC5480  ___________________________________________________________________
 AC5480  X           -  -1,995,282.770 (meters)                     COMP
 AC5480  Y           -  -3,897,955.759 (meters)                     COMP
 AC5480  Z           -   4,622,881.694 (meters)                     COMP
 AC5480  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 AC5480  ELLIP HEIGHT-         754.79  (meters)          (09/28/01) GPS OBS
 AC5480  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 AC5480
 AC5480  HORZ ORDER  -  THIRD
 AC5480  ELLP ORDER  -  FOURTH    CLASS II
 AC5480
 AC5480.This mark is at Pullman/moscow Regional Airport (PUW)
 AC5480
 AC5480.The horizontal coordinates were established by GPS observations
 AC5480.and adjusted by the National Geodetic Survey in September 2001..
 AC5480.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5480.DATUM ITEM on the data sheet items page.
 AC5480
 AC5480.The orthometric height was determined by GPS observations and a
 AC5480.high-resolution geoid model.
 AC5480
 AC5480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5480
 AC5480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5480
 AC5480.The ellipsoidal height was determined by GPS observations
 AC5480.and is referenced to NAD 83.
 AC5480
 AC5480.The geoid height was determined by GEOID03.
 AC5480
 AC5480;                    North         East     Units Scale Factor Converg.
 AC5480;SPC WA S     -   162,404.809   759,188.083   MT  0.99991845   +2 27 52.9
 AC5480;SPC WA S     -   532,823.11  2,490,769.57   sFT  0.99991845   +2 27 52.9
 AC5480;UTM  11      - 5,176,755.035   491,829.148   MT  0.99960082   -0 04 40.5
 AC5480
 AC5480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5480!SPC WA S     -   0.99988170  x   0.99991845  =   0.99980016
 AC5480!UTM  11      -   0.99988170  x   0.99960082  =   0.99948256
 AC5480
 AC5480                          SUPERSEDED SURVEY CONTROL
 AC5480
 AC5480  NAD 83(1991)-  46 44 39.47173(N)    117 06 25.07760(W) AD(       ) 3
 AC5480  ELLIP H (06/15/99)  754.81   (m)                       GP(       ) 4 2
 AC5480
 AC5480.Superseded values are not recommended for survey control.
 AC5480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5480.See file dsdata.txt to determine how the superseded data were derived.
 AC5480
 AC5480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM9182976755(NAD 83)
 AC5480_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC5480_SP_SET: LT CONC PAD
 AC5480_STAMPING: ARP 1954
 AC5480_MARK LOGO: NGS   
 AC5480_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5480+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1997
 AC5480
 AC5480  HISTORY     - Date     Condition        Report By
 AC5480  HISTORY     - 1954     MONUMENTED       CGS
 AC5480  HISTORY     - 19930615 GOOD             NGS
 AC5480  HISTORY     - 19960724 GOOD             CHANCE
 AC5480  HISTORY     - 19970823 GOOD             NGS
 AC5480
 AC5480                          STATION DESCRIPTION
 AC5480
 AC5480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC5480'THE STATION IS LOCATED ALONG THE SOUTHERLY EDGE OF THE RUNWAY NEAR THE
 AC5480'TERMINAL RAMP, 219.0 FT (66.8 M) EAST OF THE CENTERLINE INTERSECTION
 AC5480'OF THE MIDFIELD TAXIWAY AND THE RUNWAY, 114.9 FT (35.0 M)
 AC5480'EAST-NORTHEAST OF RUNWAY LIGHT 47, AND 88.1 FT (26.9 M) SOUTHWEST OF
 AC5480'RUNWAY LIGHT 49, 30.4 FT (9.3 M) NORTH OF THE NORTHEAST CORNER OF THE
 AC5480'NORTHERLY 1 OF 2 TWO-FOOT SQUARE CONCRETE UNDERGROUND CABLE MARKERS,
 AC5480'AND 22.4 FT (6.8 M) SOUTHEAST OF THE SOUTHERLY EDGE OF THE RUNWAY. THE
 AC5480'STATION IS MARKED WITH A STANDARD USCGS TOPOGRAPHIC STATION DISK,
 AC5480'STAMPED ARP 1954, SET IN A DRILL HOLE IN A CONCRETE BLOCK, OF THE
 AC5480'SEGMENTED CIRCLE OF THE FORMER WIND TETRAHEDRON SITE, THAT IS FLUSH
 AC5480'WITH THE SURFACE OF THE GROUND.
 AC5480
 AC5480                          STATION RECOVERY (1996)
 AC5480
 AC5480'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5480'THE STATION IS LOCATED ABOUT 23 MILES (37.0 KM) NORTH OF CLARKSTON,
 AC5480'4.5 MILES (7.2 KM) WEST OF MOSCOW, IDAHO, 2.5 MILES (4.0 KM) EAST OF
 AC5480'PULLMAN AT THE PULLMAN/MOSCOW REGIONAL AIRPORT, DAVID CROWNER -
 AC5480'AIRPORT MANAGER, PHONE 509-334-4555 EXT 223  TO REACH THE STATION FROM
 AC5480'THE JUNCTION OF STATE HIGHWAY 270 AND STATE HIGHWAY 27 IN PULLMAN,
 AC5480'PROCEED EAST ON SH 27 2.1 MILES (3.4 KM) TO AIRPORT ROAD, TURN LEFT
 AC5480'AND PROCEED NORTHEAST ON AIRPORT ROAD 2.25 MILES (3.62 KM) TO THE
 AC5480'ENTRANCE FOR THE AIRPORT, TURN RIGHT AND PROCEED 0.05 MILES (0.08 KM)
 AC5480'SOUTH TO THE ENTRANCE GATE WEST OF THE TERMINAL, OBTAIN PERMISSION,
 AC5480'PROCEED SOUTH THROUGH THE GATE ACROSS THE RAMP 0.05 MILES (0.08 KM) TO
 AC5480'TAXIWAY A.  TURN RIGHT AND PROCEED WEST 0.35 MILES (0.56 KM) TO
 AC5480'TAXIWAY C, TURN LEFT AND PROCEED SOUTH ON TAXIWAY C 0.05 MILES (0.08
 AC5480'KM) ACROSS THE RUNWAY, TURN LEFT AND PROCEED EAST ON THE SOUTH SIDE OF
 AC5480'THE RUNWAY 0.05 MILES (0.08 KM) TO THE STATION IN A CONCRETE SECTION
 AC5480'OF THE SEGMENTED CIRCLE  THE STATION IS A STANDARD US COAST AND
 AC5480'GEODETIC SURVEY TOPOGRAPHIC STATION DISK SET IN THE TOP OF A CONCRETE
 AC5480'BLOCK, SET FLUSH WITH THE GROUND.  THE STATION IS INCORRECTLY STAMPED
 AC5480'-ARP 1934-.  THE STATION IS LOCATED 35.0 M (114.8 FT) NORTHEAST OF THE
 AC5480'1ST RUNWAY LIGHT EAST OF TAXIWAY C, 26.9 M (88.3 FT) SOUTHWEST OF THE
 AC5480'SECOND RUNWAY LIGHT EAST OF TAXIWAY C, 6.70 M (21.98 FT) SOUTHEAST OF
 AC5480'THE SOUTHERN EDGE OF THE RUNWAY, 35.8 M (117.5 FT) NORTHWEST OF THE
 AC5480'CENTERLINE OF A DIRT TRACK AND 99.1 M (325.1 FT) SOUTHWEST OF A 2000
 AC5480'FT (609.6 M) MARKER SIGN
 AC5480
 AC5480                          STATION RECOVERY (1997)
 AC5480
 AC5480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AC5480'RECOVERED AS DESCRIBED.  THE SEGMENTED CIRCLE IS NO LONGER IN USE. THE
 AC5480'STATION IS STAMPED ARP 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5509 ***********************************************************************
 AC5509  SACS        -  This is a Secondary Airport Control Station.
 AC5509  DESIGNATION -  ARP SFF
 AC5509  PID         -  AC5509
 AC5509  STATE/COUNTY-  WA/SPOKANE
 AC5509  USGS QUAD   -  SPOKANE NE (1986)
 AC5509
 AC5509                         *CURRENT SURVEY CONTROL
 AC5509  ___________________________________________________________________
 AC5509* NAD 83(1998)-  47 40 55.73286(N)    117 19 24.34723(W)     ADJUSTED  
 AC5509* NAVD 88     -       594.01   (meters)    1948.8    (feet)  GPS OBS   
 AC5509  ___________________________________________________________________
 AC5509  X           -  -1,974,812.704 (meters)                     COMP
 AC5509  Y           -  -3,822,293.634 (meters)                     COMP
 AC5509  Z           -   4,693,581.614 (meters)                     COMP
 AC5509  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 AC5509  ELLIP HEIGHT-         575.87  (meters)          (07/02/01) GPS OBS
 AC5509  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 AC5509
 AC5509  HORZ ORDER  -  FIRST
 AC5509  ELLP ORDER  -  THIRD     CLASS II
 AC5509
 AC5509.This mark is at Felts Field Airport (SFF)
 AC5509
 AC5509.The horizontal coordinates were established by GPS observations
 AC5509.and adjusted by the National Geodetic Survey in July 2001..
 AC5509.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5509.DATUM ITEM on the data sheet items page.
 AC5509
 AC5509.The orthometric height was determined by GPS observations and a
 AC5509.high-resolution geoid model.
 AC5509
 AC5509.GPS derived orthometric heights for airport stations designated as
 AC5509.PACS or SACS are published to 2 decimal places.  This maintains
 AC5509.centimeter relative accuracy between the PACS and SACS.  It does
 AC5509.not indicate centimeter accuracy relative to other marks which are
 AC5509.part of the NAVD 88 network.
 AC5509
 AC5509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5509
 AC5509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5509
 AC5509.The ellipsoidal height was determined by GPS observations
 AC5509.and is referenced to NAD 83.
 AC5509
 AC5509.The geoid height was determined by GEOID03.
 AC5509
 AC5509;                    North         East     Units Scale Factor Converg.
 AC5509;SPC WA N     -    81,850.975   763,433.661   MT  0.99997101   +2 36 47.5
 AC5509;SPC WA N     -   268,539.41  2,504,698.60   sFT  0.99997101   +2 36 47.5
 AC5509;UTM  11      - 5,281,023.939   475,725.779   MT  0.99960724   -0 14 20.9
 AC5509
 AC5509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5509!SPC WA N     -   0.99990975  x   0.99997101  =   0.99988076
 AC5509!UTM  11      -   0.99990975  x   0.99960724  =   0.99951702
 AC5509
 AC5509                          SUPERSEDED SURVEY CONTROL
 AC5509
 AC5509  NAD 83(1998)-  47 40 55.73272(N)    117 19 24.34831(W) AD(       ) 1
 AC5509  ELLIP H (07/23/97)  575.90   (m)                       GP(       ) 3 1
 AC5509
 AC5509.Superseded values are not recommended for survey control.
 AC5509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5509.See file dsdata.txt to determine how the superseded data were derived.
 AC5509
 AC5509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN7572681024(NAD 83)
 AC5509_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5509_STAMPING: ARP SFF 1973
 AC5509_MARK LOGO: CGS   
 AC5509_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5509+STABILITY: SURFACE MOTION
 AC5509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5509+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1997
 AC5509
 AC5509  HISTORY     - Date     Condition        Report By
 AC5509  HISTORY     - 1973     MONUMENTED       CGS
 AC5509  HISTORY     - 19860615 GOOD             NGS
 AC5509  HISTORY     - 19960725 GOOD             CHANCE
 AC5509  HISTORY     - 19970812 GOOD             NGS
 AC5509
 AC5509                          STATION DESCRIPTION
 AC5509
 AC5509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AC5509'THE STATION IS LOCATED NEAR THE CENTER OF FELTS FIELD IN SPOKANE,
 AC5509'WASHINGTON.  IT IS JUST SOUTH OF RUNWAY 3L-21R AND IS BETWEEN TWO
 AC5509'TAXIWAYS.  THE STATION IS 379.7 FT (115.7 M) SW OF THE S CORNER OF THE
 AC5509'CONCRETE PORTION OF A TAXIWAY, 237.2 FT (72.3 M) S OF THE SECOND LIGHT
 AC5509'ON THE SE EDGE OF THE RUNWAY FROM THE TAXIWAY, AND 210.0 FT (64.0 M)
 AC5509'SE OF THE THIRD LIGHT ON THE SE EDGE OF THE RUNWAY FROM THE TAXIWAY.
 AC5509'THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A
 AC5509'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED ARP SFF 1973.
 AC5509
 AC5509                          STATION RECOVERY (1996)
 AC5509
 AC5509'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5509'THE STATION IS LOCATED 20 MILES (32.2 KM) SOUTHEAST OF DEER PARK, 13
 AC5509'MILES (20.9 KM) WEST OF THE WASHINGTON - IDAHO STATE LINE, IN
 AC5509'NORTHEAST SPOKANE AT FELTS FIELD, DENNIS LOCKE - DIRECTOR OF AIRPORT
 AC5509'OPERATIONS, PHONE 509-455-6418  TO REACH THE STATION FROM THE JUNCTION
 AC5509'OF INTERSTATE 90 AND SPRAGUE AVENUE IN EAST SPOKANE, PROCEED WEST ON
 AC5509'SPRAGUE AVENUE 0.15 MILES (0.24 KM) TO FANCHER AVENUE, TURN RIGHT AND
 AC5509'FOLLOW FANCHER AVE NORTH 1.5 MILES (2.4 KM) TO A T-INTERSECTION WITH
 AC5509'RUTTER AVENUE, TURN RIGHT AND PROCEED NORTHEAST ON RUTTER AVENUE 0.3
 AC5509'MILES (0.5 KM) TO THE TERMINAL BUILDING AND TOWER, TURN LEFT JUST EAST
 AC5509'OF THE TOWER AND PROCEED NORTHWEST 0.05 MILES (0.08 KM) TO A GATE ,
 AC5509'OBTAIN PERMISSION AND PROCEED NORTHWEST THROUGH THE GATE 0.05 MILES
 AC5509'(0.08 KM) ACROSS THE RAMP TO MID FIELD TAXIWAY, TURN RIGHT AND FOLLOW
 AC5509'MIDFIELD TAXIWAY 0.15 MILES (0.24 KM) ACROSS RUNWAY 3R-21L TO THE
 AC5509'MIDPOINT BETWEEN THE TWO RUNWAYS TURN LEFT AND PROCEED SOUTHWEST
 AC5509'BETWEEN THE TWO RUNWAYS 0.1 MILES (0.2 KM) TO THE STATION BETWEEN THE
 AC5509'SECOND AND THIRD RUNWAY LIGHTS SOUTHWEST OF THE TAXIWAY  THE STATION
 AC5509'IS A STANDARD US COAST AND GEODETIC SURVEY TOPOGRAPHIC STATION DISK
 AC5509'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, SET FLUSH WITH THE
 AC5509'GROUND.  THE STATION IS LOCATED 57.1 M (187.3 FT) NORTHWEST OF THE
 AC5509'NORTHERN EDGE OF RUNWAY 3R-21L, 61.0 M (200.1 FT) SOUTHEAST OF THE
 AC5509'SOUTHERN EDGE OF RUNWAY 3L-21R, 114.2 SOUTHWEST OF THE WESTERN EDGE OF
 AC5509'THE TAXIWAY, 72.3 M (237.2 FT) SOUTHEAST OF THE SECOND RUNWAY LIGHT
 AC5509'WEST OF TAXIWAY AND 1.0 M (3.3 FT) NORTHEAST OF A CARSONITE WITNESS
 AC5509'POST  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 AC5509'(SACS) - WASHINGTON ANA SURVEYS 1996
 AC5509
 AC5509                          STATION RECOVERY (1997)
 AC5509
 AC5509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC5509'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 AC5509'OWNERSHIP--CITY/COUNTY OF SPOKANE, DENNIS LOCKE, DIRECTOR OF AIRPORT
 AC5509'OPERATIONS, P O BOX 19186, SPOKANE, WA 99219.  THE PHONE NUMBER IS
 AC5509'(509) 455-6418.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2052 ***********************************************************************
 RC2052  DESIGNATION -  ARROW
 RC2052  PID         -  RC2052
 RC2052  STATE/COUNTY-  WA/KLICKITAT
 RC2052  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC2052
 RC2052                         *CURRENT SURVEY CONTROL
 RC2052  ___________________________________________________________________
 RC2052* NAD 83(1991)-  45 36 32.50498(N)    121 09 56.36359(W)     ADJUSTED  
 RC2052* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 RC2052  ___________________________________________________________________
 RC2052  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 RC2052  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC2052
 RC2052  HORZ ORDER  -  THIRD
 RC2052
 RC2052.The horizontal coordinates were established by classical geodetic methods
 RC2052.and adjusted by the National Geodetic Survey in December 1991..
 RC2052
 RC2052.The orthometric height was scaled from a topographic map.
 RC2052
 RC2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2052
 RC2052.The geoid height was determined by GEOID03.
 RC2052
 RC2052;                    North         East     Units Scale Factor Converg.
 RC2052;SPC WA S     -    30,863.369   448,071.665   MT  1.00005838   -0 29 00.7
 RC2052;SPC WA S     -   101,257.57  1,470,048.45   sFT  1.00005838   -0 29 00.7
 RC2052;SPC OR N     -   216,055.010 2,448,078.610   MT  0.99992409   -0 28 19.5
 RC2052;SPC OR N     -   708,841.90  8,031,753.97   iFT  0.99992409   -0 28 19.5
 RC2052;UTM  10      - 5,052,245.860   643,034.044   MT  0.99985153   +1 18 39.6
 RC2052
 RC2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2052!SPC WA S     -   0.99999553  x   1.00005838  =   1.00005391
 RC2052!SPC OR N     -   0.99999553  x   0.99992409  =   0.99991962
 RC2052!UTM  10      -   0.99999553  x   0.99985153  =   0.99984706
 RC2052
 RC2052                          SUPERSEDED SURVEY CONTROL
 RC2052
 RC2052  NAD 83(1991)-  45 36 32.50498(N)    121 09 56.36360(W) AD(       ) 3
 RC2052  NAD 83(1986)-  45 36 32.51836(N)    121 09 56.35471(W) AD(       ) 3
 RC2052  NAD 27      -  45 36 33.07000(N)    121 09 52.10400(W) AD(       ) 3
 RC2052
 RC2052.Superseded values are not recommended for survey control.
 RC2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2052.See file dsdata.txt to determine how the superseded data were derived.
 RC2052
 RC2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4303452246(NAD 83)
 RC2052
 RC2052  HISTORY     - Date     Condition        Report By
 RC2052  HISTORY     - 1939     MONUMENTED       USE
 RC2052  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RC2052  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2052
 RC2052                          STATION DESCRIPTION
 RC2052
 RC2052'DESCRIBED BY US ENGINEERS 1939 (WMS)
 RC2052'STATION IS ON N SIDE OF THE COLUMBIA RIVER ABOUT 3/4 MILE E OF THE
 RC2052'GRAND DALLES DEPOT.  ABOUT ON THE S.P. AND S. RAILROAD RIGHT-OF-WAY
 RC2052'LINE AND ON THE BENCH ABOVE THE RAILROAD.  THERE IS AN OLD POST
 RC2052'18-INCHES IN DIAMETER ABOUT 12 FEET HIGH ABOUT 40 METERS W OF THE
 RC2052'STATION.
 RC2052'
 RC2052'STATION MARK IS U.S. GOVERNMENT C. OF E. BRONZE TRIANGULATION
 RC2052'CAP SET IN CEMENT ON OUTCROPPING BEDROCK.
 RC2052'
 RC2052'REFERENCE MARKS ARE U.S.C. AND G.S. STANDARD DISKS SET IN DRILL
 RC2052'HOLES IN OUTCROPPING BEDROCK, AS DESCRIBED IN NOTE 12A.
 RC2052'
 RC2052'STATION CAN BE REACHED FROM GRAND DALLES DEPOT AS FOLLOWS--TAKE
 RC2052'DIM ROAD JUST E OF THE LOADING CORRALS AND FOLLOW E ALONG BENCH
 RC2052'ABOUT SAME ELEVATION AS DEPOT 0.7 MILE TO END OF TRUCK TRAVEL AND
 RC2052'STATION.
 RC2052
 RC2052                          STATION RECOVERY (1949)
 RC2052
 RC2052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RC2052'ALL MARKS RECOVERED IN GOOD CONDITION.  STATION IS ON THE N SIDE
 RC2052'OF THE COLUMBIA RIVER, ABOUT 0.8 MILE E OF THE NORTH DALLES RAILWAY
 RC2052'STATION AT NORTH DALLES.  IT IS ABOUT ON THE SPOKANE, PORTLAND AND
 RC2052'SEATTLE RAILWAY RIGHT-OF-WAY LINE AND ON A BENCH ABOUT 50 FEET
 RC2052'ABOVE THE TRACKS.  IT IS ABOUT 16 FEET N OF THE N EDGE CLIFF,
 RC2052'ABOUT 40 METERS S OF A TELEPHONE LINE ON SAME BENCH AS STATION,
 RC2052'AND ABOUT 100 METERS W OF N-S BARB-WIRE FENCE.
 RC2052'
 RC2052'STATION MARK IS A U.S.E. BRONZE CAP SET IN CEMENT ON OUTCROPPING
 RC2052'BEDROCK, NOT STAMPED.  R.M.S ARE BRONZE DISKS SET IN DRILL HOLES
 RC2052'AND CEMENTED IN OUTCROPPING BEDROCK.  R.M. 1 IS STAMPED ARROW NO.1
 RC2052'1939 AND IS SE OF THE STATION.  R.M. 2 IS STAMPED ARROW NO.2 1939
 RC2052'AND IS SW OF THE STATION.
 RC2052'
 RC2052'BEST WAY TO REACH STATION IS TO PARK TRUCK AT NORTH DALLES RAILWAY
 RC2052'STATION AND WALK E KEEPING ON THE FIRST PROMINENT BENCH AND
 RC2052'FOLLOWING ALONG A VERY DIM ROAD FOR APPROXIMATELY 0.8 MILE AND
 RC2052'STATION.
 RC2052'
 RC2052'DISTANCES CHECKED BUT NO CHECK WAS MADE ON MAGNETIC BEARINGS AT
 RC2052'THIS TIME.
 RC2052
 RC2052                          STATION RECOVERY (1959)
 RC2052
 RC2052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2052'THE STATION IS LOST.  A 20 MINUTE SEARCH IN THE AREA FAILED TO
 RC2052'REVEAL ANY TRACE OF THE STATION OR REFERENCE MARKS.  POSSIBLY THE
 RC2052'RELOCATION OF THE RAILROAD IN THIS AREA COULD HAVE DISTURBED THE
 RC2052'MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1657 ***********************************************************************
 SY1657  DESIGNATION -  ARROW 2
 SY1657  PID         -  SY1657
 SY1657  STATE/COUNTY-  WA/MASON
 SY1657  USGS QUAD   -  LILLIWAUP (1985)
 SY1657
 SY1657                         *CURRENT SURVEY CONTROL
 SY1657  ___________________________________________________________________
 SY1657* NAD 83(1991)-  47 23 30.08311(N)    123 07 07.76230(W)     ADJUSTED  
 SY1657* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SY1657  ___________________________________________________________________
 SY1657  LAPLACE CORR-          -9.48  (seconds)                    DEFLEC99
 SY1657  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SY1657
 SY1657  HORZ ORDER  -  THIRD
 SY1657
 SY1657.The horizontal coordinates were established by classical geodetic methods
 SY1657.and adjusted by the National Geodetic Survey in December 1991..
 SY1657
 SY1657.The orthometric height was scaled from a topographic map.
 SY1657
 SY1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1657
 SY1657.The geoid height was determined by GEOID03.
 SY1657
 SY1657;                    North         East     Units Scale Factor Converg.
 SY1657;SPC WA S     -   232,079.973   302,316.678   MT  1.00001388   -1 54 08.3
 SY1657;SPC WA S     -   761,415.71    991,850.63   sFT  1.00001388   -1 54 08.3
 SY1657;UTM  10      - 5,248,699.511   491,032.655   MT  0.99960099   -0 05 14.8
 SY1657
 SY1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1657!SPC WA S     -   1.00000133  x   1.00001388  =   1.00001521
 SY1657!UTM  10      -   1.00000133  x   0.99960099  =   0.99960232
 SY1657
 SY1657|---------------------------------------------------------------------|
 SY1657| PID    Reference Object                     Distance      Geod. Az  |
 SY1657|                                                           dddmmss.s |
 SY1657| DD9340 ARROW 2 WM 1                         11.375 METERS 10807     |
 SY1657| DD9339 ARROW 2 RM 1                          6.645 METERS 15513     |
 SY1657| SY1708 NEELIN 2                            APPROX. 2.9 KM 2305151.4 |
 SY1657| SY1695 POTLATCH LARGE STANDPIPE            APPROX. 4.2 KM 2370703.2 |
 SY1657| SY1707 HOODSPORT CHURCH CUPOLA             APPROX. 2.4 KM 3071349.9 |
 SY1657| SY1706 HOODSPORT N OIL TANK                APPROX. 2.5 KM 3221452.7 |
 SY1657|---------------------------------------------------------------------|
 SY1657
 SY1657                          SUPERSEDED SURVEY CONTROL
 SY1657
 SY1657  NAD 83(1986)-  47 23 30.07982(N)    123 07 07.76932(W) AD(       ) 3
 SY1657  NAD 27      -  47 23 30.75300(N)    123 07 03.20400(W) AD(       ) 3
 SY1657
 SY1657.Superseded values are not recommended for survey control.
 SY1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1657.See file dsdata.txt to determine how the superseded data were derived.
 SY1657
 SY1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9103348700(NAD 83)
 SY1657_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1657
 SY1657  HISTORY     - Date     Condition        Report By
 SY1657  HISTORY     - 1934     MONUMENTED       CGS
 SY1657  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY1657  HISTORY     - 1960     SEE DESCRIPTION  LOCENG
 SY1657  HISTORY     - 1965     SEE DESCRIPTION  LOCENG
 SY1657  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SY1657
 SY1657                          STATION DESCRIPTION
 SY1657
 SY1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY1657'STATION IS LOCATED ON THE N END OF MUSQUETI POINT ON THE E SIDE OF
 SY1657'HOOD CANAL, ON PROPERTY OWNED BY COMMANDER JAMES, U.S.N.  IT IS
 SY1657'ABOUT 15 FEET BACK OF THE HIGH-WATER LINE ON A SMALL GRAVEL SPIT
 SY1657'ABOUT 10 FEET OUT FROM THE FOOT OF THE HILL.  THE HILL RISES
 SY1657'SHARPLY BEHIND IT AND IS WELL WOODED.
 SY1657'
 SY1657'SURFACE MARK IS A STANDARD DISK, AS DESCRIBED IN NOTE 1A, SET IN
 SY1657'A 6- BY 6- BY 18-INCH BLOCK EMBEDDED IN CONCRETE 24 INCHES DEEP
 SY1657'AND PROJECTING 3 INCHES.
 SY1657'
 SY1657'UNDERGROUND MARK IS A STANDARD DISK, AS DESCRIBED IN NOTE 9A, SET
 SY1657'IN A DRILL HOLE IN A 100 POUND BOULDER BURIED 30 INCHES.
 SY1657'
 SY1657'REFERENCE MARK NO.1 IS A STANDARD REFERENCE MARK, AS DESCRIBED
 SY1657'IN NOTE 11A, SET IN A 6- BY 6- BY 18-INCH BLOCK SET TO THE SE
 SY1657'ALONGSIDE A SMALL TRAIL LEADING UP THE HILLSIDE TO THE MAIN TRAIL
 SY1657'WHICH IS ABOUT 75 FEET UP THE HILL.
 SY1657'
 SY1657'WITNESS MARK IS A TRIANGULAR BLAZE, AS DESCRIBED IN NOTE 15A, IN
 SY1657'A 48-INCH FIR TREE TO THE E AND ABOUT 30 FEET UP THE HILLSIDE.
 SY1657
 SY1657                          STATION RECOVERY (1953)
 SY1657
 SY1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JAW)
 SY1657'THIS MARK WAS SEARCHED FOR BUT COULD NOT BE FOUND.  THE WITNESS TREE
 SY1657'WAS FOUND, THE MEASUREMENT INDICATES THE POINT HAS ERODED AWAY TO
 SY1657'SOME EXTENT.
 SY1657
 SY1657                          STATION RECOVERY (1960)
 SY1657
 SY1657'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (NWT)
 SY1657'THE SURFACE MARK IS GONE, BUT THE SUB SURFACE MARK WAS FOUND.
 SY1657'
 SY1657'REFERENCE MARK 1 WAS NOT SEARCHED FOR.  THE WITNESS MARK IS STILL
 SY1657'STANDING.
 SY1657'
 SY1657'THE STATION HAPPENED TO BE VERY NEAR ONE OF THE TELLUROMETER
 SY1657'POINTS WHICH WAS ESTABLISHED FROM U.S.C AND G.S. MILLER 1934 AND
 SY1657'U.S.C. AND G.S. WINDFALL 1934.  THE COORDINATES CHECKED VERY CLOSE.
 SY1657
 SY1657                          STATION RECOVERY (1965)
 SY1657
 SY1657'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 SY1657'MINISH, WEBB, AND ASSOCIATES REPORT MAKING A THOROUGH SEARCH AND
 SY1657'DIGGING EXTENSIVELY FOR THE SUB-SURFACE MARK, BUT COULD FIND NO
 SY1657'TRACE OF IT.  THE WITNESS MARK AND A TELLEROMETER POINT SET NEARBY
 SY1657'IN 1960 WERE RECOVERED.  THEY BELIEVE THE SUB-SURFACE MARK HAS
 SY1657'BEEN INTENTIONALLY DESTROYED SINCE 1960.
 SY1657
 SY1657                          STATION RECOVERY (1975)
 SY1657
 SY1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 SY1657'THE UNDERGROUND STATION MARK, THE REFERENCE MARK AND THE WITNESS
 SY1657'MARK WERE RECOVERED.  NO TRACE OF THE SURFACE STATION MARK WAS
 SY1657'FOUND.  THE STATION MARK APPEARS TO BE TILTED INLAND, BUT BEING A
 SY1657'DISK IN A BOULDER, COULD HAVE BEEN SET THAT WAY.  A 30-INCH FIR
 SY1657'TREE BLOCKS THE LINE OF SIGHT FROM THE STATION MARK TO THE CENTER
 SY1657'OF THE 18-INCH TRIANGLE BLAZE, WHICH IS THE WITNESS MARK.
 SY1657'DISTANCE TO THE WITNESS MARK WAS FOUND TO BE 35.1 FEET INSTEAD OF
 SY1657'37.32 FEET.  DISTANCE TO R.M. 1 MEASURED 21.1 FEET INSTEAD OF
 SY1657'21.81 FEET.  THE DISTANCE BETWEEN THE BLAZE AND THE
 SY1657'REFERENCE MARK MEASURES 26.0 FEET.  WHEN THESE MEASUREMENTS
 SY1657'ARE USED IN CONJUNCTION WITH THE ANGLE MEASURED BETWEEN THE MARKS
 SY1657'IN 1934, DISTANCES FIT WITHIN REASON.  PERHAPS THE 1934
 SY1657'DISTANCES WERE SLOPE DISTANCES.  AN 18-INCH TRIANGLE,
 SY1657'CUT 0.5 FOOT INTO A 6-FOOT DIAMETER TREE IS NOT THE BEST FOR MAKING
 SY1657'A PRECISE MEASUREMENT FROM.  MY GUESS WOULD BE THAT THE
 SY1657'STATION IS PROBABLY WITHIN A FOOT OF ITS ORIGINAL POSITION, AND
 SY1657'MAY NOT HAVE BEEN DISTURBED AT ALL.
 SY1657'
 SY1657'THE STATION IS ON MUSQUETI POINT, ON THE EAST SIDE OF HOOD
 SY1657'CANAL, ABOUT 1 MILE NORTH OF THE GREAT BEND, 25 MILES SOUTHWEST
 SY1657'OF BREMERTON, 3-1/2 MILES WEST-NORTHWEST OF TAHUYA, ABOUT 300 YARDS
 SY1657'SOUTH OF TWO HOUSES BELONGING TO MR. C.M. JAMES AND MR. PAUL
 SY1657'R. PARISH IN SEC. 18, T 22 N. R 3 W..
 SY1657'
 SY1657'TO REACH FROM THE POST OFFICE IN TAHUYA, WHICH IS 14 MILES WEST
 SY1657'OF BELFAIR AND ON THE NORTH SIDE OF HOOD CANAL, GO WESTERLY ON STATE
 SY1657'HIGHWAY 300 FOR 2.8 MILES TO AYRES POINT, CURVE RIGHT AND CONTINUE
 SY1657'NORTH 1.4 MILES TO THE SUMMIT OF A HILL, CONTINUE ABOUT 0.05 MILE
 SY1657'TO SIGNS READING C.M. JAMES PAUL R. PARISH, KEEP LEFT ON THE
 SY1657'DRIVEWAY WHICH PARALLELS THE MAIN ROAD FOR 0.15 MILE TO THE
 SY1657'FIRST HOUSE, A LOG CABIN.  WALK SOUTHERLY ABOUT 80 YARDS, DECEND
 SY1657'9 WOODEN STEPS TO THE BEACH, CONTINUE SOUTHERLY ALONG THE
 SY1657'BEACH FOR ABOUT 200 YARDS TO THE CENTER OF THE POINT AND THE
 SY1657'STATION.  A SPLIT-TRUNK, 12-INCH MADRONA TREE IS GROWING
 SY1657'ALMOST HORIZONTAL FROM THE BANK AND THE STATION IS IN THE
 SY1657'FORK, 15.5 FEET NORTHWEST OF THE BASE OF THE TREE.
 SY1657'
 SY1657'THE STATION MARK, STAMPED ARROW 1934, IS A STANDARD DISK SET IN
 SY1657'A BOULDER 2 FEET BELOW THE SURFACE OF THE GRAVEL BEACH, AT THE
 SY1657'HIGH WATER LINE, 6 INCHES NORTH OF A METAL WITNESS POST AND 4 FEET
 SY1657'LOWER THAN THE TOP OF THE POST.
 SY1657'
 SY1657'REFERENCE MARK NO. 1, STAMPED 1 1934, IS A STANDARD DISK SET IN A
 SY1657'6-INCH SQUARE CONCRETE POST 4 INCHES BELOW GROUND, 21.1 FEET
 SY1657'SOUTHEAST OF THE STATION MARK, 15.5 FEET NORTH OF THE NORTH
 SY1657'SIDE OF A 3-FOOT FIR TREE, ON A FLAT BENCH ABOUT 3 FEET ABOVE THE
 SY1657'BEACH, 1 FOOT EAST OF THE EAST END OF A SMALL TRENCH AND 26 FEET
 SY1657'SW OF AND ABOUT 7 FEET LOWER THAN THE 18-INCH TRIANGLE BLAZE ON
 SY1657'THE 6-FOOT FIR TREE.
 SY1657'
 SY1657'THE WITNESS MARK IS THE 18-INCH TRIANGLE BLAZE IN THE FIR TREE,
 SY1657'35.1 FEET EAST OF THE STATION AND ABOUT 10 FEET ABOVE THE
 SY1657'BEACH.  FROM THE STATION MARK, THE LINE OF SIGHT TO THE CENTER OF
 SY1657'THE TRIANGLE COMES ABOUT TWO INCHES INTO THE SOUTH SIDE OF A
 SY1657'30-INCH FIR TREE.
 SY1657'
 SY1657'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1657'2-1/2 MILES NNW OF UNION.  1-1/2 MILES SE OF HOODSPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2416 ***********************************************************************
 SA2416  DESIGNATION -  ARROWSMITH
 SA2416  PID         -  SA2416
 SA2416  STATE/COUNTY-  WA/GRANT
 SA2416  USGS QUAD   -  PRIEST RAPIDS NE (1986)
 SA2416
 SA2416                         *CURRENT SURVEY CONTROL
 SA2416  ___________________________________________________________________
 SA2416* NAD 83(1991)-  46 41 37.11579(N)    119 47 23.38285(W)     ADJUSTED  
 SA2416* NAVD 88     -       264.3    (meters)     867.     (feet)  VERTCON   
 SA2416  ___________________________________________________________________
 SA2416  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 SA2416  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 SA2416
 SA2416  HORZ ORDER  -  SECOND
 SA2416
 SA2416.The horizontal coordinates were established by classical geodetic methods
 SA2416.and adjusted by the National Geodetic Survey in December 1991..
 SA2416
 SA2416.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2416
 SA2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2416
 SA2416.The geoid height was determined by GEOID03.
 SA2416
 SA2416;                    North         East     Units Scale Factor Converg.
 SA2416;SPC WA S     -   151,443.181   554,315.477   MT  0.99991639   +0 30 57.1
 SA2416;SPC WA S     -   496,859.84  1,818,616.69   sFT  0.99991639   +0 30 57.1
 SA2416;UTM  11      - 5,174,901.126   286,697.276   MT  1.00015927   -2 01 51.3
 SA2416
 SA2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2416!SPC WA S     -   0.99996190  x   0.99991639  =   0.99987829
 SA2416!UTM  11      -   0.99996190  x   1.00015927  =   1.00012116
 SA2416
 SA2416:                Primary Azimuth Mark                     Grid Az
 SA2416:SPC WA S     -  ARROWSMITH 1947 AZ MK                    000 48 40.8
 SA2416:UTM  11      -  ARROWSMITH 1947 AZ MK                    003 21 29.2
 SA2416
 SA2416|---------------------------------------------------------------------|
 SA2416| PID    Reference Object                     Distance      Geod. Az  |
 SA2416|                                                           dddmmss.s |
 SA2416| SA2417 ARROWSMITH 1947 AZ MK               APPROX. 1.1 KM 0011937.9 |
 SA2416| CF4390 ARROWSMITH RM 2                      21.340 METERS 01706     |
 SA2416| CF4391 ARROWSMITH 2 RM 3                     9.722 METERS 03302     |
 SA2416| CF4389 ARROWSMITH RM 1                      21.772 METERS 13214     |
 SA2416| SA2418 ARROWSMITH 2                         21.257 METERS 19113     |
 SA2416| SA2415 T14N R24E SEC 14 SW COR USBR          4.794 METERS 25720     |
 SA2416|---------------------------------------------------------------------|
 SA2416
 SA2416                          SUPERSEDED SURVEY CONTROL
 SA2416
 SA2416  NAD 83(1986)-  46 41 37.12483(N)    119 47 23.37143(W) AD(       ) 2
 SA2416  NAD 27      -  46 41 37.64483(N)    119 47 19.23051(W) AD(       ) 2
 SA2416  NGVD 29 (07/19/86)  263.2    (m)          864.     (f) VERT ANG       
 SA2416
 SA2416.Superseded values are not recommended for survey control.
 SA2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2416.See file dsdata.txt to determine how the superseded data were derived.
 SA2416
 SA2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM8669774901(NAD 83)
 SA2416_MARKER: DS = TRIANGULATION STATION DISK
 SA2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2416
 SA2416  HISTORY     - Date     Condition        Report By
 SA2416  HISTORY     - 1947     MONUMENTED       CGS
 SA2416  HISTORY     - 1969     GOOD             BPA
 SA2416  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SA2416
 SA2416                          STATION DESCRIPTION
 SA2416
 SA2416'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SA2416'THE STATION IS LOCATED ON A FLAT, SAGE BRUSH COVERED, PLATEAU,
 SA2416'ABOUT 12 MILES SOUTHEAST OF BEVERLY, ABOUT 8 MILES EAST OF THE
 SA2416'COLUMBIA RIVER, ABOUT 4 MILES NORTH OF THE COLUMBIA RIVER, ABOUT
 SA2416'150 FEET WEST OF THE RUINS OF AN OLD FARM HOUSE, ABOUT 1.0 MILE
 SA2416'WEST OF A DOUBLE TOWER TRANSMISSION LINE, 89 FEET WEST OF THE
 SA2416'CENTER OF A T ROAD INTERSECTION AND 15.7 FEET NORTHEAST OF
 SA2416'SECTION CORNER S 15, S 22, S 14, S 25, T 14 N.
 SA2416'
 SA2416'TO REACH THE STATION FROM BEVERLY, GO SOUTH AND EAST FOR 0.4
 SA2416'MILE.  TURN RIGHT, SOUTH, AND FOLLOW THE MAIN TRAVELED ROAD, ON THE
 SA2416'EAST SIDE OF THE COLUMBIA RIVER, FOR 7.0 MILES.  TAKE THE LEFT HAND
 SA2416'FORK, AS PER THE SIGN OTHELLO, AND GO EAST FOR 8.0 MILES TO A
 SA2416'POINT WHERE THE POWER LINE CROSSES OVER THE ROAD.  TURN RIGHT,
 SA2416'ONTO THE POWER LINE ROAD, AND GO SOUTH FOR 3.8 MILES TO
 SA2416'TRANSMISSION LINE TOWER NUMBER 694 BC NO.1.  TURN SHARP RIGHT
 SA2416'AND GO NORTHWEST FOR 1.1 MILES TO ROAD FORKS AND THE STATION.
 SA2416'
 SA2416'THE STATION IS A STANDARD DISK, STAMPED ARROWSMITH 1947, SET IN
 SA2416'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES.
 SA2416'
 SA2416'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ARROWSMITH
 SA2416'NO 1 1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 SA2416'PROJECTS ABOUT 1 INCH AND IS ABOUT 1 FOOT LOWER THAN THE
 SA2416'STATION.  IT IS LOCATED 33 FEET SOUTH OF THE CENTER OF A TRACK
 SA2416'ROAD AND 30 FEET WEST OF THE CENTER OF A TRACK ROAD.
 SA2416'
 SA2416'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED
 SA2416'ARROWSMITH NO 2 1947, SET IN THE TOP OF A SQUARE CONCRETE POST
 SA2416'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE
 SA2416'STATION.  IT IS LOCATED 66 FEET WEST OF THE CENTER OF A TRACK
 SA2416'ROAD.
 SA2416'
 SA2416'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ARROWSMITH 1947,
 SA2416'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 SA2416'4 INCHES.  THE AZIMUTH MARK IS LOCATED 0.7 MILE NORTH OF THE
 SA2416'STATION, 0.3 MILE SOUTH OF U.S. WEATHER BUREAU STATION AND 8
 SA2416'FEET WEST OF THE CENTER OF A TRACK ROAD.
 SA2416'
 SA2416'U. S. B. R. SECTION CORNER S 15, S 22, S 14, S 25, T 14N, IS
 SA2416'A BRONZE DISK SET IN THE TOP OF A 1 INCH PIPE THAT PROJECTS
 SA2416'ABOUT 10 INCHES ABOVE THE GROUND.
 SA2416
 SA2416                          STATION RECOVERY (1969)
 SA2416
 SA2416'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1969
 SA2416'TO REACH THE STATION FROM THE POST OFFICE IN MATTAWA, WASHINGTON,
 SA2416'GO NORTH 0.1 MILE TO A T INTERSECTION.  TURN RIGHT AND GO EAST
 SA2416'5.9 MILES TO THREE POWER LINES CROSSING HIGHWAY AND A SIDE ROAD
 SA2416'RIGHT ALONG EAST SIDE OF POWER LINES.  TURN RIGHT ON POWER LINE
 SA2416'ROAD AND GO 3.7 MILES TO A TRACK ROAD RIGHT AT TOWER 694 B-C 1.
 SA2416'TURN RIGHT AND GO NORTHWEST 1.0 MILE TO THE STATION.  STATION
 SA2416'AZIMUTH MARK, RM 1 AND USBR DISK FOUND IN GOOD CONDITION.
 SA2416
 SA2416                          STATION RECOVERY (1976)
 SA2416
 SA2416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SA2416'THE UNDERGROUND STATION MARK WAS RECOVERED 1.8 FEET BELOW THE
 SA2416'SURFACE OF A GRAVEL ROAD.  REFERENCE MARKS 1 AND 2 WERE RECOVERED
 SA2416'IN APPARENTLY GOOD CONDITION ALTHOUGH BURIED ABOUT 2 INCHES.  THE
 SA2416'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  R.M. 1 MEASURES
 SA2416'.015 METER AND R.M. 2 MEASURES .054 METER LONGER THAN THE 1947
 SA2416'MEASUREMENT.  THE ANGLE BETWEEN MARKS IS 3 MINUTES LARGER THAN
 SA2416'THE 1947 ANGLE.  ONE OR BOTH OF THE REFERENCE MARKS COULD HAVE
 SA2416'BEEN DISTURBED DURING THE CONSTRUCTION OF THE ROAD, ELECTRICAL
 SA2416'TRANSFORMER IN A CHAIN-LINK FENCE AND IRRIGATION DITCHES
 SA2416'WHICH RUN ALL FOUR DIRECTIONS FROM THE STATION SITE.  USBR
 SA2416'SECTION CORNER MARK HAS BEEN DESTROYED, BUT IS TO BE
 SA2416'RE-ESTABLISHED IN THE NEAR FUTURE.  A MAGNET WAS SET OVER THE
 SA2416'UNDERGROUND MARK, BUT BEING IN THE TRAFFIC LANE, IT IS DIFFICULT
 SA2416'TO DIG OUT AND OCCUPY.  A 2 STATION WAS ESTABLISHED.
 SA2416'
 SA2416'THE STATION MARK, WHICH IS THE UNDERGROUND MARK, IS A USC AND GS
 SA2416'TRIANGULATION STATION DISK, SET IN CONCRETE 1.8 FEET BELOW THE
 SA2416'ROAD SURFACE, 36.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 SA2416'CHAIN-LINK FENCE AROUND A TRANSFORMER, 15.2 FEET EAST OF THE
 SA2416'PROJECTED CENTERLINE OF THE CANAL GOING NORTH AND 17.8 FEET WEST
 SA2416'OF THE PROJECTED WEST SIDE OF THE CHAIN-LINK FENCE.  THE
 SA2416'ORIGINAL SECTION CORNER MARK, AT THE CORNER COMMON TO SECTIONS
 SA2416'14-15-22-23, T 14 N, R 24 E, WAS 15.7 FEET SOUTHWEST OF THE
 SA2416'STATION.
 SA2416'
 SA2416'SEE DESCRIPTION FOR ARROWSMITH 2 1976 FOR DIRECTIONS TO REACH AND
 SA2416'DESCRIPTIONS OF THE REFERENCE MARKS.
 SA2416'
 SA2416'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA2416'6 MILES EAST-SOUTHEAST OF MATTAWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2417 ***********************************************************************
 SA2417  DESIGNATION -  ARROWSMITH 1947 AZ MK
 SA2417  PID         -  SA2417
 SA2417  STATE/COUNTY-  WA/GRANT
 SA2417  USGS QUAD   -  PRIEST RAPIDS NE (1986)
 SA2417
 SA2417                         *CURRENT SURVEY CONTROL
 SA2417  ___________________________________________________________________
 SA2417* NAD 83(1991)-  46 42 11.99582(N)    119 47 22.20819(W)     ADJUSTED  
 SA2417* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 SA2417  ___________________________________________________________________
 SA2417  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 SA2417  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 SA2417
 SA2417  HORZ ORDER  -  THIRD
 SA2417
 SA2417.The horizontal coordinates were established by classical geodetic methods
 SA2417.and adjusted by the National Geodetic Survey in December 1991..
 SA2417.No horizontal observational check was made to the station.
 SA2417
 SA2417.The orthometric height was scaled from a topographic map.
 SA2417
 SA2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2417
 SA2417.The geoid height was determined by GEOID03.
 SA2417
 SA2417;                    North         East     Units Scale Factor Converg.
 SA2417;SPC WA S     -   152,520.338   554,330.731   MT  0.99991672   +0 30 58.0
 SA2417;SPC WA S     -   500,393.81  1,818,666.74   sFT  0.99991672   +0 30 58.0
 SA2417;UTM  11      - 5,175,976.802   286,760.397   MT  1.00015893   -2 01 51.6
 SA2417
 SA2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2417!SPC WA S     -   0.99996177  x   0.99991672  =   0.99987850
 SA2417!UTM  11      -   0.99996177  x   1.00015893  =   1.00012070
 SA2417
 SA2417:                Primary Azimuth Mark                     Grid Az
 SA2417:SPC WA S     -  ARROWSMITH 2                             181 00 06.3
 SA2417:UTM  11      -  ARROWSMITH 2                             183 32 55.9
 SA2417
 SA2417|---------------------------------------------------------------------|
 SA2417| PID    Reference Object                     Distance      Geod. Az  |
 SA2417|                                                           dddmmss.s |
 SA2417| SA2418 ARROWSMITH 2                        APPROX. 1.1 KM 1813104.3 |
 SA2417|---------------------------------------------------------------------|
 SA2417
 SA2417                          SUPERSEDED SURVEY CONTROL
 SA2417
 SA2417  NAD 83(1986)-  46 42 12.00486(N)    119 47 22.19676(W) AD(       ) 3
 SA2417  NAD 27      -  46 42 12.52498(N)    119 47 18.05529(W) AD(       ) 3
 SA2417
 SA2417.Superseded values are not recommended for survey control.
 SA2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2417.See file dsdata.txt to determine how the superseded data were derived.
 SA2417
 SA2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM8676075977(NAD 83)
 SA2417_MARKER: DZ = AZIMUTH MARK DISK
 SA2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2417_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SA2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2417+STABILITY: SURFACE MOTION
 SA2417
 SA2417  HISTORY     - Date     Condition        Report By
 SA2417  HISTORY     - 1976     MONUMENTED       NGS
 SA2417
 SA2417                          STATION DESCRIPTION
 SA2417
 SA2417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 SA2417'THE STATION IS ABOUT 6 MILES EAST-SOUTHEAST OF MATTAWA AND IN THE
 SA2417'NORTHWEST CORNER OF SECTION 23, T 14 N, R 24 E, AND ON THE BANK
 SA2417'ALONG AN IRRIGATION CANAL.
 SA2417'
 SA2417'THE AZIMUTH MARK, STAMPED ARROWSMITH 1947, IS A STANDARD USC AND
 SA2417'GS DISK SET IN A SQUARE CONCRETE POST 2 INCHES BELOW GROUND, 54.3
 SA2417'FEET EAST OF THE CENTER OF THE IRRIGATION CANAL, 49.8 FEET EAST OF
 SA2417'THE EAST EDGE OF THE CONCRETE LINER AND 1 FOOT SOUTH OF A METAL
 SA2417'WITNESS POST.  A SIX-INCH LONG ARROW WAS CHISELED NEAR THE TOP
 SA2417'OF THE SLOPING EAST SIDE OF THE CANAL, DUE WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2418 ***********************************************************************
 SA2418  DESIGNATION -  ARROWSMITH 2
 SA2418  PID         -  SA2418
 SA2418  STATE/COUNTY-  WA/GRANT
 SA2418  USGS QUAD   -  PRIEST RAPIDS NE (1986)
 SA2418
 SA2418                         *CURRENT SURVEY CONTROL
 SA2418  ___________________________________________________________________
 SA2418* NAD 83(1991)-  46 41 36.44054(N)    119 47 23.57742(W)     ADJUSTED  
 SA2418* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 SA2418  ___________________________________________________________________
 SA2418  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 SA2418  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 SA2418
 SA2418  HORZ ORDER  -  THIRD
 SA2418
 SA2418.The horizontal coordinates were established by classical geodetic methods
 SA2418.and adjusted by the National Geodetic Survey in December 1991..
 SA2418.No horizontal observational check was made to the station.
 SA2418
 SA2418.The orthometric height was scaled from a topographic map.
 SA2418
 SA2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2418
 SA2418.The geoid height was determined by GEOID03.
 SA2418
 SA2418;                    North         East     Units Scale Factor Converg.
 SA2418;SPC WA S     -   151,422.295   554,311.531   MT  0.99991638   +0 30 57.0
 SA2418;SPC WA S     -   496,791.31  1,818,603.75   sFT  0.99991638   +0 30 57.0
 SA2418;UTM  11      - 5,174,880.431   286,692.405   MT  1.00015929   -2 01 51.4
 SA2418
 SA2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2418!SPC WA S     -   0.99996162  x   0.99991638  =   0.99987800
 SA2418!UTM  11      -   0.99996162  x   1.00015929  =   1.00012090
 SA2418
 SA2418:                Primary Azimuth Mark                     Grid Az
 SA2418:SPC WA S     -  ARROWSMITH 1947 AZ MK                    001 00 06.3
 SA2418:UTM  11      -  ARROWSMITH 1947 AZ MK                    003 32 54.7
 SA2418
 SA2418|---------------------------------------------------------------------|
 SA2418| PID    Reference Object                     Distance      Geod. Az  |
 SA2418|                                                           dddmmss.s |
 SA2418| SA2417 ARROWSMITH 1947 AZ MK               APPROX. 1.1 KM 0013103.3 |
 SA2418| SA2416 ARROWSMITH                           21.257 METERS 01113     |
 SA2418| CF4390 ARROWSMITH RM 2                      42.550 METERS 01410     |
 SA2418| CF4391 ARROWSMITH 2 RM 3                    30.498 METERS 01801     |
 SA2418| CF4389 ARROWSMITH RM 1                      21.190 METERS 07256     |
 SA2418| CF4392 ARROWSMITH 2 RM 4                    28.633 METERS 18415     |
 SA2418|---------------------------------------------------------------------|
 SA2418
 SA2418                          SUPERSEDED SURVEY CONTROL
 SA2418
 SA2418  NAD 83(1986)-  46 41 36.44956(N)    119 47 23.56601(W) AD(       ) 3
 SA2418  NAD 27      -  46 41 36.96958(N)    119 47 19.42509(W) AD(       ) 3
 SA2418
 SA2418.Superseded values are not recommended for survey control.
 SA2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2418.See file dsdata.txt to determine how the superseded data were derived.
 SA2418
 SA2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM8669274880(NAD 83)
 SA2418_MARKER: DS = TRIANGULATION STATION DISK
 SA2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2418_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SA2418
 SA2418  HISTORY     - Date     Condition        Report By
 SA2418  HISTORY     - 1976     MONUMENTED       NGS
 SA2418
 SA2418                          STATION DESCRIPTION
 SA2418
 SA2418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SA2418'THIS STATION WAS ESTABLISHED TO REPLACE ARROWSMITH 1947, WHICH IS
 SA2418'NOW IN A ROAD AND MARKED ONLY BY THE UNDERGROUND MARK.
 SA2418'
 SA2418'THE STATION IS ABOUT 6 MILES EAST-SOUTHEAST OF MATTAWA AND IN THE
 SA2418'NORTHWEST CORNER OF SECTION 23, T 14 N, R 24 E, AND ON THE BANK
 SA2418'ALONG AN IRRIGATION CANAL.
 SA2418'
 SA2418'TO REACH FROM THE CROSSROAD AT THE NORTHEAST CORNER OF MATTAWA, GO
 SA2418'EAST ON COUNTY ROAD 24 SW FOR 4.0 MILES, TURN RIGHT AND GO SOUTH ON
 SA2418'COUNTY ROAD O SW FOR 3.0 MILES, TURN LEFT AND GO EAST FOR 1.0 MILE
 SA2418'TO AN ELECTRICAL TRANSFORMER IN A CHAIN-LINK FENCE ON THE LEFT AND
 SA2418'THE STATION ON THE RIGHT.
 SA2418'
 SA2418'THE STATION MARK, STAMPED ARROWSMITH 2 1976, IS A STANDARD NGS
 SA2418'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SA2418'10.0 FEET NORTH OF THE CENTER OF THE IRRIGATION CANAL RUNNING EAST,
 SA2418'1.3 FEET EAST OF THE PROJECTED CENTERLINE OF THE IRRIGATION CANAL
 SA2418'RUNNING SOUTH, 6 FEET WEST OF THE NORTHWEST CORNER OF AN
 SA2418'IRRIGATION GATE AND ON A 4-FOOT HIGH MOUND IN THE SOUTHEAST CORNER
 SA2418'OF THE ROAD INTERSECTION.
 SA2418'
 SA2418'REFERENCE MARK NO. 1, STAMPED ARROWSMITH NO 1 1947, IS A USC AND
 SA2418'GS STANDARD DISK SET IN A SQUARE CONCRETE POST 2 INCHES BELOW
 SA2418'GROUND, 43 FEET SOUTH OF THE CENTER OF THE ROAD AND 15 FEET EAST
 SA2418'OF THE PROJECTED EAST SIDE OF THE CHAIN-LINK FENCE.
 SA2418'
 SA2418'REFERENCE MARK NO. 2, STAMPED ARROWSMITH NO 2 1947, IS A STANDARD
 SA2418'DISK SET IN A SQUARE CONCRETE POST 2 INCHES BELOW GROUND.  IT IS
 SA2418'35 FEET EAST OF THE CENTER OF AN IRRIGATION CANAL, 15.0 FEET NORTH
 SA2418'OF THE NORTHWEST CORNER OF THE CHAIN-LINK FENCE AND 1.7 FEET EAST
 SA2418'OF THE PROJECTED EAST SIDE OF THE FENCE.
 SA2418'
 SA2418'REFERENCE MARK NO. 3, STAMPED ARROWSMITH 2 NO 3 1976, IS A
 SA2418'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1
 SA2418'INCH.  IT IS 33 FEET NORTH OF THE CENTER OF THE ROAD, 32.6 FEET
 SA2418'EAST OF THE CENTER OF AN IRRIGATION CANAL, 5 FEET SOUTH OF THE
 SA2418'SOUTHWEST CORNER OF THE CHAIN-LINK FENCE AND 0.8 FOOT WEST OF THE
 SA2418'PROJECTED WEST SIDE OF THE FENCE.
 SA2418'
 SA2418'REFERENCE MARK NO. 4, STAMPED ARROWSMITH 2 NO 4 1976, IS A
 SA2418'STANDARD NGS DISK SET IN CONCRETE ON THE NORTH SIDE OF A CONCRETE
 SA2418'HEADWALL WHERE THE IRRIGATION WATER ENTERS A CULVERT UNDER A
 SA2418'FIELD ENTRANCE.  IT IS 13 FEET NORTH OF THE CENTER OF THE FIELD
 SA2418'ENTRANCE, 6.5 FEET WEST OF THE CENTER OF THE IRRIGATION CANAL AND
 SA2418'18 INCHES LOWER THAN THE ROAD.  MARK IS ON THE EDGE OF THE
 SA2418'CONCRETE WHICH LINES THE CANAL.
 SA2418'
 SA2418'THE AZIMUTH MARK, STAMPED ARROWSMITH 1947, IS A STANDARD USC AND
 SA2418'GS DISK SET IN A SQUARE CONCRETE POST 2 INCHES BELOW GROUND, 54.3
 SA2418'FEET EAST OF THE CENTER OF THE IRRIGATION CANAL, 49.8 FEET EAST OF
 SA2418'THE EAST EDGE OF THE CONCRETE LINER AND 1 FOOT SOUTH OF A METAL
 SA2418'WITNESS POST.  A SIX-INCH LONG ARROW WAS CHISELED NEAR THE TOP
 SA2418'OF THE SLOPING EAST SIDE OF THE CANAL, DUE WEST OF THE MARK.
 SA2418'
 SA2418'POWER TOWER INSULATOR IS THE TOP OF THE CENTER ONE OF THREE
 SA2418'INSULATORS ON THE MIDDLE ONE OF A SET OF THREE STEEL POWER TOWERS
 SA2418'AND THIS IS THE FIRST SET OF TOWERS NORTH OF THE ROAD RUNNING EAST
 SA2418'FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5351 ***********************************************************************
 SY5351  DESIGNATION -  ARSENAL
 SY5351  PID         -  SY5351
 SY5351  STATE/COUNTY-  WA/KITSAP
 SY5351  USGS QUAD   -  BREMERTON WEST (1981)
 SY5351
 SY5351                         *CURRENT SURVEY CONTROL
 SY5351  ___________________________________________________________________
 SY5351* NAD 83(1991)-  47 35 10.32200(N)    122 41 21.91990(W)     ADJUSTED  
 SY5351* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY5351  ___________________________________________________________________
 SY5351  LAPLACE CORR-         -14.79  (seconds)                    DEFLEC99
 SY5351  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 SY5351
 SY5351  HORZ ORDER  -  SECOND
 SY5351
 SY5351.The horizontal coordinates were established by classical geodetic methods
 SY5351.and adjusted by the National Geodetic Survey in December 1991..
 SY5351
 SY5351.The orthometric height was scaled from a topographic map.
 SY5351
 SY5351.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5351
 SY5351.The geoid height was determined by GEOID03.
 SY5351
 SY5351;                    North         East     Units Scale Factor Converg.
 SY5351;SPC WA N     -    66,858.530   360,400.328   MT  0.99998504   -1 22 54.8
 SY5351;SPC WA N     -   219,351.69  1,182,413.41   sFT  0.99998504   -1 22 54.8
 SY5351;UTM  10      - 5,270,356.528   523,352.357   MT  0.99960670   +0 13 45.5
 SY5351
 SY5351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5351!SPC WA N     -   1.00000241  x   0.99998504  =   0.99998745
 SY5351!UTM  10      -   1.00000241  x   0.99960670  =   0.99960911
 SY5351
 SY5351:                Primary Azimuth Mark                     Grid Az
 SY5351:SPC WA N     -  ELWOOD                                   032 57 31.8
 SY5351:UTM  10      -  ELWOOD                                   031 20 51.5
 SY5351
 SY5351|---------------------------------------------------------------------|
 SY5351| PID    Reference Object                     Distance      Geod. Az  |
 SY5351|                                                           dddmmss.s |
 SY5351| SY5339 ELWOOD                              APPROX. 0.6 KM 0313437.0 |
 SY5351| SY5345 NAVAL AMMO DEP DOCK HSE RED LT      181.046 METERS 11044     |
 SY5351| CF7119 ARSENAL RM 1                         16.332 METERS 18548     |
 SY5351| CF7120 ARSENAL RM 2                          6.816 METERS 27416     |
 SY5351|---------------------------------------------------------------------|
 SY5351
 SY5351                          SUPERSEDED SURVEY CONTROL
 SY5351
 SY5351  NAD 83(1986)-  47 35 10.31717(N)    122 41 21.92693(W) AD(       ) 2
 SY5351  NAD 27      -  47 35 10.98600(N)    122 41 17.42500(W) AD(       ) 2
 SY5351
 SY5351.Superseded values are not recommended for survey control.
 SY5351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5351.See file dsdata.txt to determine how the superseded data were derived.
 SY5351
 SY5351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2335270357(NAD 83)
 SY5351_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5351
 SY5351  HISTORY     - Date     Condition        Report By
 SY5351  HISTORY     - 1935     MONUMENTED       CGS
 SY5351  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SY5351  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY5351
 SY5351                          STATION DESCRIPTION
 SY5351
 SY5351'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5351'LOCATED IN PUGET SOUND, ON THE MAINLAND W AND N OF BREMERTON AT
 SY5351'THE NAVAL AMMUNITION DEPOT ON THE W SIDE OF OSTRICH BAY, DYES INLET,
 SY5351'ON THE TOP EDGE OF THE EMBANKMENT BACK OF THE SEA WALL, N OF THE
 SY5351'WHARF, IN FRONT OF BRICK BUILDING NO.7, FLUSH WITH THE GROUND AND
 SY5351'1.66 METERS NE OF THE BASE OF OCTAGONAL LAMPPOST NO.18.
 SY5351'
 SY5351'STATION IS MARKED, BY A STANDARD BRONZE DISK SET IN CONCRETE AS
 SY5351'DESCRIBED IN NOTE 1A.
 SY5351'
 SY5351'REFERENCE MARK NO.1 IS A STANDARD BRONZE TABLET SET IN THE
 SY5351'CONCRETE LIGHTNING ROD BASE AT THE TOP OF THE EMBANKMENT BACK OF AN
 SY5351'ANGLE IN THE SEA WALL FORMED BY THE BASE OF AN OLD WHARF, AND IS
 SY5351'S OF THE STATION.
 SY5351'
 SY5351'REFERENCE MARK NO.2 IS A STANDARD BRONZE TABLET SET IN A DRILL
 SY5351'HOLE IN THE FOUNDATION OF THE BRICK BUILDING NO.7, BETWEEN THE
 SY5351'SIXTH AND SEVENTH WINDOWS FROM THE N END OF THE BUILDING AND
 SY5351'DIRECTLY BACK OF THE STATION.
 SY5351
 SY5351                          STATION RECOVERY (1946)
 SY5351
 SY5351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (MVJ)
 SY5351'STATION HAS BEEN OBLITERATED BY NEW CONSTRUCTION.  REFERENCE MARK
 SY5351'1 HAS BEEN DESTROYED.  REFERENCE MARK 2 IS STILL IN POSITION BUT
 SY5351'NOT BETWEEN THE SIXTH AND SEVENTH WINDOWS OF BUILDING 7, AS AN
 SY5351'ADDITION HAS BEEN MADE TO THE N END OF THE BUILDING AND NEW
 SY5351'WINDOWS HAVE BEEN ADDED.  THE MARK IS PLAINLY VISIBLE AS
 SY5351'DESCRIBED.
 SY5351
 SY5351                          STATION RECOVERY (1952)
 SY5351
 SY5351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY5351'STATION NOW UNDER A CONCRETE ROAD.
 SY5351'
 SY5351'REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 SY5351'
 SY5351'REFERENCE MARK 2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2894 ***********************************************************************
 SY2894  DESIGNATION -  ART
 SY2894  PID         -  SY2894
 SY2894  STATE/COUNTY-  WA/PIERCE
 SY2894  USGS QUAD   -  GIG HARBOR (1994)
 SY2894
 SY2894                         *CURRENT SURVEY CONTROL
 SY2894  ___________________________________________________________________
 SY2894* NAD 83(1991)-  47 17 09.81422(N)    122 36 07.75100(W)     ADJUSTED  
 SY2894* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY2894  ___________________________________________________________________
 SY2894  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 SY2894  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY2894
 SY2894  HORZ ORDER  -  SECOND
 SY2894
 SY2894.The horizontal coordinates were established by classical geodetic methods
 SY2894.and adjusted by the National Geodetic Survey in December 1991..
 SY2894
 SY2894.The orthometric height was scaled from a topographic map.
 SY2894
 SY2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2894
 SY2894.The geoid height was determined by GEOID03.
 SY2894
 SY2894;                    North         East     Units Scale Factor Converg.
 SY2894;SPC WA S     -   219,173.230   340,994.474   MT  0.99998953   -1 31 37.2
 SY2894;SPC WA S     -   719,070.84  1,118,746.04   sFT  0.99998953   -1 31 37.2
 SY2894;SPC WA N     -    33,342.818   366,195.879   MT  1.00004677   -1 19 00.9
 SY2894;SPC WA N     -   109,392.23  1,201,427.65   sFT  1.00004677   -1 19 00.9
 SY2894;UTM  10      - 5,237,030.408   530,084.711   MT  0.99961112   +0 17 32.4
 SY2894
 SY2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2894!SPC WA S     -   1.00000291  x   0.99998953  =   0.99999244
 SY2894!SPC WA N     -   1.00000291  x   1.00004677  =   1.00004968
 SY2894!UTM  10      -   1.00000291  x   0.99961112  =   0.99961403
 SY2894
 SY2894|---------------------------------------------------------------------|
 SY2894| PID    Reference Object                     Distance      Geod. Az  |
 SY2894|                                                           dddmmss.s |
 SY2894| CE3344 ART RM                               18.650 METERS 04239     |
 SY2894| SY2891 TIL                                 434.258 METERS 3041811.7 |
 SY2894| SY2892 PILE ON DOCK                        APPROX. 0.8 KM 3151951.8 |
 SY2894|---------------------------------------------------------------------|
 SY2894
 SY2894                          SUPERSEDED SURVEY CONTROL
 SY2894
 SY2894  NAD 83(1986)-  47 17 09.80905(N)    122 36 07.76150(W) AD(       ) 2
 SY2894  NAD 27      -  47 17 10.45700(N)    122 36 03.30900(W) AD(       ) 2
 SY2894
 SY2894.Superseded values are not recommended for survey control.
 SY2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2894.See file dsdata.txt to determine how the superseded data were derived.
 SY2894
 SY2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3008537030(NAD 83)
 SY2894_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2894
 SY2894  HISTORY     - Date     Condition        Report By
 SY2894  HISTORY     - 1935     MONUMENTED       CGS
 SY2894  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY2894
 SY2894                          STATION DESCRIPTION
 SY2894
 SY2894'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2894'STATION IS LOCATED ON THE E SHORE OF WHOLLACHET BAY, NEAR THE
 SY2894'UPPER END OF THE BAY, ABOUT 1-1/4 MILES N OF WHOLLACHET LANDING
 SY2894'DOCK.  STATION IS ON GRAVEL BEACH, AT ABOUT THE NORMAL HIGH-WATER
 SY2894'MARK, ABOUT 15 METERS FROM THE BLUFF LINE AND 25 METERS FROM
 SY2894'BEACH ROAD.
 SY2894'
 SY2894'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY2894'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY2894'
 SY2894'THE REFERENCE MARK IS ON THE ROAD LEVEL, ABOUT 3 METERS S OF
 SY2894'EDGE OF ROAD.
 SY2894
 SY2894                          STATION RECOVERY (1966)
 SY2894
 SY2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2894'THE STATION MARK AND THE REFERENCE MARK WERE NOT FOUND.  BEN PETRIE,
 SY2894'WHO OWNS THE PROPERTY, SAYS HE KNEW WHERE THE STATION MARK WAS
 SY2894'PRIOR TO WORLD WAR II, BUT, WHEN HE RETURNED AFTER THE WAR, A
 SY2894'LOT OF BULLDOZING HAD BEEN DONE AND HE HASNT SEEN THE MARK SINCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2626 ***********************************************************************
 SC2626  DESIGNATION -  ARTIC
 SC2626  PID         -  SC2626
 SC2626  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2626  USGS QUAD   -  ABERDEEN (1994)
 SC2626
 SC2626                         *CURRENT SURVEY CONTROL
 SC2626  ___________________________________________________________________
 SC2626* NAD 83(1991)-  46 52 38.75701(N)    123 46 21.04773(W)     ADJUSTED  
 SC2626* NAVD 88     -       257.4    (meters)     844.     (feet)  VERTCON   
 SC2626  ___________________________________________________________________
 SC2626  LAPLACE CORR-          11.31  (seconds)                    DEFLEC99
 SC2626  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 SC2626
 SC2626  HORZ ORDER  -  FIRST
 SC2626
 SC2626.The horizontal coordinates were established by classical geodetic methods
 SC2626.and adjusted by the National Geodetic Survey in December 1991..
 SC2626
 SC2626.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2626
 SC2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2626
 SC2626.The geoid height was determined by GEOID03.
 SC2626
 SC2626;                    North         East     Units Scale Factor Converg.
 SC2626;SPC WA S     -   176,802.141   250,626.746   MT  0.99992760   -2 22 37.7
 SC2626;SPC WA S     -   580,058.36    822,264.58   sFT  0.99992760   -2 22 37.7
 SC2626;UTM  10      - 5,191,833.430   441,135.176   MT  0.99964259   -0 33 49.9
 SC2626
 SC2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2626!SPC WA S     -   0.99996325  x   0.99992760  =   0.99989085
 SC2626!UTM  10      -   0.99996325  x   0.99964259  =   0.99960585
 SC2626
 SC2626:                Primary Azimuth Mark                     Grid Az
 SC2626:SPC WA S     -  ARTIC AZ MK                              143 50 38.3
 SC2626:UTM  10      -  ARTIC AZ MK                              142 01 50.5
 SC2626
 SC2626|---------------------------------------------------------------------|
 SC2626| PID    Reference Object                     Distance      Geod. Az  |
 SC2626|                                                           dddmmss.s |
 SC2626| CE2899 ARTIC AZ MK                                        1412800.6 |
 SC2626| CE2900 ARTIC RM 1                           21.205 METERS 16101     |
 SC2626| SC2624 ARTIC LOOKOUT TOWER 1952             19.359 METERS 24907     |
 SC2626| CE2901 ARTIC RM 2                           27.873 METERS 25749     |
 SC2626|---------------------------------------------------------------------|
 SC2626
 SC2626                          SUPERSEDED SURVEY CONTROL
 SC2626
 SC2626  NAD 83(1991)-  46 52 38.74670(N)    123 46 21.04899(W) AD(       ) 1
 SC2626  NAD 83(1986)-  46 52 38.75246(N)    123 46 21.04029(W) AD(       ) 1
 SC2626  NAD 27      -  46 52 39.41100(N)    123 46 16.45000(W) AD(       ) 1
 SC2626  NGVD 29 (07/19/86)  256.3    (m)          841.     (f) VERT ANG       
 SC2626
 SC2626.Superseded values are not recommended for survey control.
 SC2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2626.See file dsdata.txt to determine how the superseded data were derived.
 SC2626
 SC2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4113591833(NAD 83)
 SC2626_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2626
 SC2626  HISTORY     - Date     Condition        Report By
 SC2626  HISTORY     - 1953     MONUMENTED       CGS
 SC2626
 SC2626                          STATION DESCRIPTION
 SC2626
 SC2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SC2626'THE STATION IS LOCATED ON THE SUMMIT OF A LOGGED-OFF HILL AND LIES
 SC2626'ABOUT 7 MILES SOUTH OF ABERDEEN, ABOUT 2.5 MILES WEST OF ARCTIC
 SC2626'AND 63 FEET NORTHEAST OF THE STATE FOREST SERVICE LOOKOUT TOWER
 SC2626'NAMED ARCTIC.
 SC2626'
 SC2626'TO REACH FROM THE INTERSECTIONS OF U.S. HIGHWAY NUMBER 101 AND
 SC2626'STATE HIGHWAY NUMBER 13-A, AT THE SOUTH END OF THE BRIDGE WHICH
 SC2626'SPANS THE CHEHALIS RIVER IN ABERDEEN.  GO SOUTH ON U.S. HIGHWAY
 SC2626'NUMBER 101 FOR 7.8 MILES TO THE SERVICE STATION AT ARCTIC.
 SC2626'CONTINUE SOUTH ON U.S. HIGHWAY NUMBER 101 FOR 1.0 MILE.  TURN
 SC2626'RIGHT, ONTO A GRADED ROAD, AND GO WESTERLY FOR 2.2 MILES.  CROSS
 SC2626'OVER A WOODEN BRIDGE AND CONTINUE WESTERLY FOR 1.9 MILES.  TAKE
 SC2626'THE RIGHT HAND FORK, PASS THROUGH A LOCKED GATE, (STATE FOREST
 SC2626'SERVICE KEY REQUIRED) AND GO NORTHERLY, ON THE
 SC2626'MAIN-TRAVELED ROAD, FOR 2.1 MILES TO THE LOOKOUT TOWER AND
 SC2626'THE STATION.
 SC2626'
 SC2626'THE STATION IS A STANDARD DISK, STAMPED ARCTIC 1953, SET IN THE
 SC2626'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 SC2626'
 SC2626'THE UNDERGROUND MARK IS A STANDARD DISK, STAMPED ARCTIC 1953, SET
 SC2626'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 SC2626'THE SOIL.
 SC2626'
 SC2626'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ARCTIC NO 1
 SC2626'1953, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8
 SC2626'INCHES AND IS LOCATED 3 FEET LOWER THAN THE STATION.
 SC2626'
 SC2626'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ARCTIC NO 2
 SC2626'1953, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 SC2626'INCHES AND IS LOCATED 2 FEET HIGHER THAN THE STATION.
 SC2626'
 SC2626'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ARCTIC 1953, SET IN
 SC2626'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 SC2626'LOCATED ABOUT 0.4 MILE SOUTHEAST OF THE STATION, 46 FEET WEST OF
 SC2626'THE CENTER OF A GRADED ROAD AND 4 FEET NORTH OF A LARGE STUMP.  TO
 SC2626'REACH FROM THE STATION, GO EAST AND SOUTH, DOWN GRADE, ON THE
 SC2626'BLADED ROAD, FOR 0.85 MILE TO THE AZIMUTH ON THE RIGHT HAND SIDE
 SC2626'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2624 ***********************************************************************
 SC2624  DESIGNATION -  ARTIC LOOKOUT TOWER 1952
 SC2624  PID         -  SC2624
 SC2624  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2624  USGS QUAD   -  ABERDEEN (1994)
 SC2624
 SC2624                         *CURRENT SURVEY CONTROL
 SC2624  ___________________________________________________________________
 SC2624* NAD 83(1991)-  46 52 38.53346(N)    123 46 21.90185(W)     ADJUSTED  
 SC2624* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 SC2624  ___________________________________________________________________
 SC2624  LAPLACE CORR-          11.32  (seconds)                    DEFLEC99
 SC2624  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 SC2624
 SC2624  HORZ ORDER  -  THIRD
 SC2624
 SC2624.The horizontal coordinates were established by classical geodetic methods
 SC2624.and adjusted by the National Geodetic Survey in December 1991..
 SC2624
 SC2624.The orthometric height was scaled from a topographic map.
 SC2624
 SC2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2624
 SC2624.The geoid height was determined by GEOID03.
 SC2624
 SC2624;                    North         East     Units Scale Factor Converg.
 SC2624;SPC WA S     -   176,795.995   250,608.391   MT  0.99992759   -2 22 38.3
 SC2624;SPC WA S     -   580,038.19    822,204.36   sFT  0.99992759   -2 22 38.3
 SC2624;UTM  10      - 5,191,826.708   441,117.029   MT  0.99964261   -0 33 50.5
 SC2624
 SC2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2624!SPC WA S     -   0.99996329  x   0.99992759  =   0.99989089
 SC2624!UTM  10      -   0.99996329  x   0.99964261  =   0.99960592
 SC2624
 SC2624:                Primary Azimuth Mark                     Grid Az
 SC2624:SPC WA S     -  BIG                                      284 52 32.6
 SC2624:UTM  10      -  BIG                                      283 03 44.8
 SC2624
 SC2624|---------------------------------------------------------------------|
 SC2624| PID    Reference Object                     Distance      Geod. Az  |
 SC2624|                                                           dddmmss.s |
 SC2624| SC2585 BIG                                 APPROX. 2.0 KM 2822954.3 |
 SC2624|---------------------------------------------------------------------|
 SC2624
 SC2624                          SUPERSEDED SURVEY CONTROL
 SC2624
 SC2624  NAD 83(1986)-  46 52 38.52890(N)    123 46 21.89442(W) AD(       ) 3
 SC2624  NAD 27      -  46 52 39.18700(N)    123 46 17.30400(W) AD(       ) 3
 SC2624
 SC2624.Superseded values are not recommended for survey control.
 SC2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2624.See file dsdata.txt to determine how the superseded data were derived.
 SC2624
 SC2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4111791827(NAD 83)
 SC2624
 SC2624  HISTORY     - Date     Condition        Report By
 SC2624  HISTORY     - 1952     MONUMENTED       CGS
 SC2624  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2624
 SC2624                          STATION DESCRIPTION
 SC2624
 SC2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2624'ABOUT 6-1/2 MILES SOUTH OF ABERDEEN, ABOUT 2-3/4 MILES WEST OF
 SC2624'ARCTIC, ON THE HIGHEST HILL IN THE IMMEDIATE VICINITY, ON A SMALL
 SC2624'BARE KNOLL IN A RECENTLY LOGGED OFF AREA, THE STATE DEPARTMENT OF
 SC2624'FORESTRY ARTIC FIRE LOOKOUT TOWER.  A WOOD TOWER 12 FEET SQUARE
 SC2624'AT THE BASE, SET ON FOUR CONCRETE FOOTINGS, WITH AN ENCLOSED
 SC2624'CABIN AT THE TOP, A SQUARE PYRAMIDAL ROOF AND 54 FEET HIGH.  THE
 SC2624'STATION IS THE PEAK OF THE ROOF.  THE TOWER WAS ERECTED IN AUGUST
 SC2624'1952.  THE GROUND ELEVATION AT THE STATION IS ABOUT 845 FEET.
 SC2624'
 SC2624'TO REACH FROM THE POST OFFICE AT COSMOPOLIS GO SOUTH ON
 SC2624'U.S. HIGHWAY 101 FOR 6.0 MILES TO ARCTIC AND CONTINUE SOUTH FOR 1.0
 SC2624'MILE TO A GRAVEL ROAD RIGHT (WEST).  GO WEST ON GRAVEL ROAD FOR
 SC2624'4.2 MILES TO A FORK JUST BEYOND A SMALL BRIDGE, TAKE RIGHT FORK
 SC2624'THROUGH A LOCKED GATE (OBTAIN KEY FROM STATE DEPARTMENT OF
 SC2624'FORESTRY AT MONTESANO) FOR 1.3 MILES TO A FORK.  TAKE LEFT FORK
 SC2624'0.8 MILE TO THE STATION.
 SC2624
 SC2624                          STATION RECOVERY (1953)
 SC2624
 SC2624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SC2624'THE STATION IS THE BASE AND CENTER OF THE WASHINGTON STATE FOREST
 SC2624'SERVICE LOOKOUT TOWER OF ARTIC.
 SC2624'
 SC2624'IT IS LOCATED ON THE SUMMIT OF A LOGGED-OFF HILL AND LIES ABOUT
 SC2624'7 MILES SOUTH OF ABERDEEN, ABOUT 2.5 MILES WEST OF ARTIC AND 63
 SC2624'FEET SOUTHWEST OF TRIANGULATION STATION ARTIC.
 SC2624'
 SC2624'THE LOOKOUT TOWER IS A WOODEN STRUCTURE WHICH IS ABOUT 55 FEET IN
 SC2624'HEIGHT.  THE BASE OF THE TOWER IS 0.64 METER HIGHER THAN
 SC2624'TRIANGULATION STATION ARTIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1718 ***********************************************************************
 SY1718  DESIGNATION -  ASH
 SY1718  PID         -  SY1718
 SY1718  STATE/COUNTY-  WA/MASON
 SY1718  USGS QUAD   -  SHELTON (1981)
 SY1718
 SY1718                         *CURRENT SURVEY CONTROL
 SY1718  ___________________________________________________________________
 SY1718* NAD 83(1991)-  47 12 24.01143(N)    123 03 12.69004(W)     ADJUSTED  
 SY1718* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY1718  ___________________________________________________________________
 SY1718  LAPLACE CORR-          -7.73  (seconds)                    DEFLEC99
 SY1718  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SY1718
 SY1718  HORZ ORDER  -  THIRD
 SY1718
 SY1718.The horizontal coordinates were established by classical geodetic methods
 SY1718.and adjusted by the National Geodetic Survey in December 1991..
 SY1718
 SY1718.The orthometric height was scaled from a topographic map.
 SY1718
 SY1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1718
 SY1718.The geoid height was determined by GEOID03.
 SY1718
 SY1718;                    North         East     Units Scale Factor Converg.
 SY1718;SPC WA S     -   211,359.389   306,578.178   MT  0.99997348   -1 51 17.5
 SY1718;SPC WA S     -   693,434.93  1,005,831.91   sFT  0.99997348   -1 51 17.5
 SY1718;UTM  10      - 5,228,132.386   495,946.448   MT  0.99960020   -0 02 21.4
 SY1718
 SY1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1718!SPC WA S     -   1.00000323  x   0.99997348  =   0.99997671
 SY1718!UTM  10      -   1.00000323  x   0.99960020  =   0.99960343
 SY1718
 SY1718|---------------------------------------------------------------------|
 SY1718| PID    Reference Object                     Distance      Geod. Az  |
 SY1718|                                                           dddmmss.s |
 SY1718| DD9342 ASH RM 2                             14.732 METERS 06922     |
 SY1718| SY1746 BROM RESET                          APPROX. 0.9 KM 0785214.4 |
 SY1718| SY1717 CHREY                               416.509 METERS 1865350.2 |
 SY1718| DD9341 ASH RM 1                             12.212 METERS 27423     |
 SY1718|---------------------------------------------------------------------|
 SY1718
 SY1718                          SUPERSEDED SURVEY CONTROL
 SY1718
 SY1718  NAD 83(1986)-  47 12 24.01047(N)    123 03 12.69757(W) AD(       ) 3
 SY1718  NAD 27      -  47 12 24.66400(N)    123 03 08.16600(W) AD(       ) 3
 SY1718
 SY1718.Superseded values are not recommended for survey control.
 SY1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1718.See file dsdata.txt to determine how the superseded data were derived.
 SY1718
 SY1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9594628132(NAD 83)
 SY1718_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1718
 SY1718  HISTORY     - Date     Condition        Report By
 SY1718  HISTORY     - 1936     MONUMENTED       CGS
 SY1718  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1718
 SY1718                          STATION DESCRIPTION
 SY1718
 SY1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1718'STATION IS LOCATED ON THE N SIDE OF THE INLET ABOUT 1/3 MILE NE
 SY1718'OF WALKERS PARK.  A SMALL STREAM ENTERS THE INLET ABOUT 75 FEET E
 SY1718'OF THE STATION.  THE STATION IS 9 FEET OUTSIDE OF THE PRESENT
 SY1718'LOG BULKHEAD.  IT COVERS ABOUT 4 FEET AT HIGH WATER AND PROJECTS
 SY1718'3 INCHES ABOVE THE LEVEL OF THE BEACH.
 SY1718'
 SY1718'SURFACE, UNDERGROUND, AND REFERENCE MARKS NO.1 AND NO.2 ARE
 SY1718'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY1718'7A, AND 11A.
 SY1718'
 SY1718'REFERENCE MARK NO.1 IS SET W OF THE STATION AND IS ABOUT 5 FEET
 SY1718'FROM THE CLAY BLUFF.  IT PROJECTS ABOUT 8 INCHES.
 SY1718'
 SY1718'REFERENCE MARK NO.2 IS SET E OF THE STATION.  IT IS 4 FEET
 SY1718'OUTSIDE OF THE PRESENT LOG BULKHEAD.
 SY1718
 SY1718                          STATION RECOVERY (1967)
 SY1718
 SY1718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1718'THE STATION AND REFERENCE MARKS WERE NOT RECOVERED AFTER A 30
 SY1718'MINUTE SEARCH.  THE STATION AND/OR REFERENCE MARKS COULD STILL BE
 SY1718'IN PLACE BUT COVERED BY CONCRETE RIP-RAP THAT HAS BEEN DUMPED
 SY1718'IN AREA TO HELP STABILIZE THE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1992 ***********************************************************************
 SA1992  DESIGNATION -  ASH
 SA1992  PID         -  SA1992
 SA1992  STATE/COUNTY-  WA/WALLA WALLA
 SA1992  USGS QUAD   -  SLATER (1991)
 SA1992
 SA1992                         *CURRENT SURVEY CONTROL
 SA1992  ___________________________________________________________________
 SA1992* NAD 83(1991)-  46 14 53.12466(N)    118 50 56.34956(W)     ADJUSTED  
 SA1992* NAVD 88     -       182.0    (meters)     597.     (feet)  VERTCON   
 SA1992  ___________________________________________________________________
 SA1992  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 SA1992  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SA1992
 SA1992  HORZ ORDER  -  SECOND
 SA1992
 SA1992.The horizontal coordinates were established by classical geodetic methods
 SA1992.and adjusted by the National Geodetic Survey in December 1991..
 SA1992
 SA1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1992
 SA1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1992
 SA1992.The geoid height was determined by GEOID03.
 SA1992
 SA1992;                    North         East     Units Scale Factor Converg.
 SA1992;SPC WA S     -   103,007.125   627,302.215   MT  0.99993180   +1 11 57.4
 SA1992;SPC WA S     -   337,949.21  2,058,074.02   sFT  0.99993180   +1 11 57.4
 SA1992;UTM  11      - 5,123,274.115   357,471.005   MT  0.99984972   -1 20 09.0
 SA1992
 SA1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1992!SPC WA S     -   0.99997487  x   0.99993180  =   0.99990667
 SA1992!UTM  11      -   0.99997487  x   0.99984972  =   0.99982459
 SA1992
 SA1992|---------------------------------------------------------------------|
 SA1992| PID    Reference Object                     Distance      Geod. Az  |
 SA1992|                                                           dddmmss.s |
 SA1992| CF4394 ASH RM 1                              9.064 METERS 14813     |
 SA1992| CF4393 ASH AZ MK                                          2124229.8 |
 SA1992| CF4395 ASH RM 2                             13.993 METERS 22537     |
 SA1992|---------------------------------------------------------------------|
 SA1992
 SA1992                          SUPERSEDED SURVEY CONTROL
 SA1992
 SA1992  NAD 83(1991)-  46 14 53.12500(N)    118 50 56.34932(W) AD(       ) 2
 SA1992  NAD 83(1986)-  46 14 53.13207(N)    118 50 56.34098(W) AD(       ) 2
 SA1992  NAD 27      -  46 14 53.64300(N)    118 50 52.34400(W) AD(       ) 2
 SA1992  NGVD 29 (07/19/86)  181.0    (m)          594.     (f) VERT ANG       
 SA1992
 SA1992.Superseded values are not recommended for survey control.
 SA1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1992.See file dsdata.txt to determine how the superseded data were derived.
 SA1992
 SA1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM5747123274(NAD 83)
 SA1992_MARKER: Z = SEE DESCRIPTION
 SA1992_SETTING: 0 = UNSPECIFIED SETTING
 SA1992
 SA1992  HISTORY     - Date     Condition        Report By
 SA1992  HISTORY     - 1946     MONUMENTED       CGS
 SA1992  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SA1992  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SA1992  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SA1992
 SA1992                          STATION DESCRIPTION
 SA1992
 SA1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SA1992'STATION IS LOCATED ABOUT 12 MILES (AIR LINE) ENE OF PASCO, 1/2 MILE
 SA1992'SE OF THE SNAKE RIVER, AND ABOUT 1 MILE SW OF THE ASH RAILROAD SIDING
 SA1992'OF THE UNION PACIFIC RAILROAD, ON A ROCK OUTCROP OF A LOW ROLLING
 SA1992'SANDY RIDGE.
 SA1992'
 SA1992'STATION MARK IS A BRONZE DISK SET IN A 2-1/2- BY 4-FOOT OUTCROP
 SA1992'PROJECTING ABOUT 1 FOOT AND IS ABOUT 200 YARDS N OF A DIRT ROAD.
 SA1992'DISK IS STAMPED ASH 1946.
 SA1992'
 SA1992'TO REACH FROM THE POST OFFICE IN PASCO, GO E ON U.S. HIGHWAY 410
 SA1992'FOR 4.10 MILES TO A DIRT T-ROAD LEFT JUST AFTER CROSSING THE BRIDGE
 SA1992'OVER THE SNAKE RIVER.  TURN LEFT ON DIRT ROAD AND FOLLOW THE MAIN
 SA1992'TRAVELED ROAD FOR 5.7 MILES TO FORKS JUST ACROSS RAILROAD TRACKS,
 SA1992'KEEP LEFT FORK AS PER SIGN ASH AND CONTINUE ON TRACK ROAD FOR 2.2
 SA1992'MILES TO FORKS, KEEP LEFT FORK AND CONTINUE FOR 1.1 MILES, TURN LEFT
 SA1992'OFF ROAD AND CONTINUE ACROSS COUNTRY FOR 0.05 MILE TO OUTCROP AND
 SA1992'STATION.
 SA1992'
 SA1992'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 1-1/2- BY
 SA1992'3-1/2-FOOT OUTCROP PROJECTING ABOUT 14 INCHES.  IT IS ABOUT 1-1/2
 SA1992'FEET LOWER THAN THE STATION AND IS STAMPED ASH NO 1 1946.
 SA1992'
 SA1992'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 1- BY 2-1/2-FOOT
 SA1992'OUTCROP PROJECTING ABOUT 6 INCHES.  IT IS ABOUT 2-1/2 FEET LOWER
 SA1992'THAN THE STATION AND IS STAMPED ASH NO 2 1946.
 SA1992'
 SA1992'AZIMUTH MARK IS A BRONZE DISK SET IN BEDROCK PROJECTING ABOUT 4
 SA1992'INCHES.  IT IS 62 FEET N OF A DIRT ROAD, AT THE SUMMIT OF A SMALL
 SA1992'RISE, AND 0.4 MILE SSW OF STATION.  DISK IS STAMPED ASH 1946.
 SA1992
 SA1992                          STATION RECOVERY (1958)
 SA1992
 SA1992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SA1992'RECOVERED IN GOOD CONDITION ABOUT 12 MI. E OF PASCO, ABOUT 1/2 MI. S
 SA1992'OF THE SNAKE RIVER, ABOUT 1 MI. SW OF THE ASH RAILROAD SIDING,
 SA1992'ABOUT 600 FT. N OF A DIRT ROAD, 12 FT. N OF A WITNESS POST, ON TOP
 SA1992'OF A ROCK OUTCROP.
 SA1992'
 SA1992'TO REACH THE STATION FROM THE POST OFFICE IN PASCO (THIRD AVENUE AND
 SA1992'LEWIS STREET), GO E ON LEWIS STREET (U.S. HIGHWAY 395/410) FOR 4.5
 SA1992'MI., TURN LEFT ON WASHINGTON STATE HIGHWAY 3D, GO 9.1 MI., TURN
 SA1992'LEFT (N) ON A DIRT ROAD, GO 1.3 MI. TO A ROAD, TAKE LEFT FORK, GO
 SA1992'ABOUT 100 FT. TO ANOTHER ROAD FORK, TAKE LEFT FORK (W), GO 0.5 MI.,
 SA1992'TURN RIGHT (N) ACROSS COUNTRY, GO 0.05 MI. AND THE STATION ON A
 SA1992'ROCK OUTCROP.
 SA1992'
 SA1992'THE STATION IS A STANDARD DISK, STAMPED ASH 1946 SET IN A DRILL HOLE
 SA1992'ON TOP OF A ROCK OUTCROP.
 SA1992'
 SA1992'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ASH NO 1 1946 SET IN THE
 SA1992'TOP OF A 2- BY 3-FT. ROCK OUTCROP.  THE OUTCROP PROJECTS ABOUT 1 FT.
 SA1992'ABOVE THE GROUND.
 SA1992'
 SA1992'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ASH NO 2 1946 SET IN A
 SA1992'DRILL HOLE IN THE TOP OF A 1- BY 2-FT. ROCK OUTCROP.  THE OUTCROP
 SA1992'PROJECTS ABOUT 6 IN. ABOVE THE GROUND.
 SA1992'
 SA1992'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ASH 1946 SET IN A ROCK
 SA1992'OUTCROP, 62 FT. N OF A DIRT ROAD AT THE CREST OF A SMALL RISE
 SA1992'ABOUT 0.4 MI. SW OF THE STATION.
 SA1992'
 SA1992'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S FOR 0.05 MI. TO A
 SA1992'DIRT ROAD, TURN RIGHT (SW), GO 0.4 MI. TO THE TOP OF A SMALL RISE AND
 SA1992'THE MARK ON THE RIGHT.
 SA1992
 SA1992                          STATION RECOVERY (1960)
 SA1992
 SA1992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SA1992'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 SA1992'CONDITION.  DESCRIPTION BY V.R.S. IN THE 1958 RECOVERY NOTE
 SA1992'ADEQUATE AND CORRECT.
 SA1992
 SA1992                          STATION RECOVERY (1962)
 SA1992
 SA1992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA1992'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 SA1992'THE 1946 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4465 ***********************************************************************
 SY4465  DESIGNATION -  ASH 1902
 SY4465  PID         -  SY4465
 SY4465  STATE/COUNTY-  WA/KING
 SY4465  USGS QUAD   -  POVERTY BAY (1994)
 SY4465
 SY4465                         *CURRENT SURVEY CONTROL
 SY4465  ___________________________________________________________________
 SY4465* NAD 83(1991)-  47 35 33.31095(N)    122 15 12.65103(W)     ADJUSTED  
 SY4465* NAVD 88     -         8.48   (+/-2cm)      27.8    (feet)  VERTCON   
 SY4465  ___________________________________________________________________
 SY4465  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 SY4465  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY4465
 SY4465  HORZ ORDER  -  THIRD
 SY4465  VERT ORDER  -  THIRD ? (See Below)
 SY4465
 SY4465.The horizontal coordinates were established by classical geodetic methods
 SY4465.and adjusted by the National Geodetic Survey in December 1991..
 SY4465
 SY4465.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4465.The vertical order pertains to the NGVD 29 superseded value.
 SY4465
 SY4465.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4465
 SY4465.The geoid height was determined by GEOID03.
 SY4465
 SY4465;                    North         East     Units Scale Factor Converg.
 SY4465;SPC WA N     -    66,870.489   393,194.537   MT  0.99998402   -1 03 26.5
 SY4465;SPC WA N     -   219,390.93  1,290,005.74   sFT  0.99998402   -1 03 26.5
 SY4465;UTM  10      - 5,271,289.456   556,121.353   MT  0.99963870   +0 33 04.3
 SY4465
 SY4465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4465!SPC WA N     -   1.00000238  x   0.99998402  =   0.99998640
 SY4465!UTM  10      -   1.00000238  x   0.99963870  =   0.99964108
 SY4465
 SY4465|---------------------------------------------------------------------|
 SY4465| PID    Reference Object                     Distance      Geod. Az  |
 SY4465|                                                           dddmmss.s |
 SY4465| SY4459 ASH 2                                 2.563 METERS 06310     |
 SY4465| CF7123 ASH RM 1                             22.730 METERS 06332     |
 SY4465| SY4344 MADRONA 1934                        APPROX. 3.5 KM 3072831.3 |
 SY4465|---------------------------------------------------------------------|
 SY4465
 SY4465                          SUPERSEDED SURVEY CONTROL
 SY4465
 SY4465  NAD 83(1986)-  47 35 33.30473(N)    122 15 12.65743(W) AD(       ) 3
 SY4465  NAD 27      -  47 35 33.94800(N)    122 15 08.21300(W) AD(       ) 3
 SY4465  NGVD 29 (07/19/86)    7.39   (m)           24.2    (f) LEVELING    3  
 SY4465
 SY4465.Superseded values are not recommended for survey control.
 SY4465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4465.See file dsdata.txt to determine how the superseded data were derived.
 SY4465
 SY4465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5612171289(NAD 83)
 SY4465
 SY4465  HISTORY     - Date     Condition        Report By
 SY4465  HISTORY     - 1902     MONUMENTED       CGS
 SY4465  HISTORY     - 1914     SEE DESCRIPTION  CGS
 SY4465  HISTORY     - 1919     SEE DESCRIPTION  CGS
 SY4465  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY4465  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SY4465  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SY4465
 SY4465                          STATION DESCRIPTION
 SY4465
 SY4465'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OBF)
 SY4465'STATION IS ON THE EXTREME N END OF MERCER ISLAND FACING MADISON
 SY4465'PARK.  IT IS ABOUT E OF LESCHI PARK AND IS 35 METERS NW OF FULTONS
 SY4465'RESIDENCE.
 SY4465'
 SY4465'IT IS MARKED BY A BOTTLE BURIED IN THE GROUND ABOUT 2 FEET UPON WHICH
 SY4465'IS A CEDAR STUB WITH A COPPER NAIL IN AS CENTER, WHICH IS REFERRED
 SY4465'TO THE FOLLOWING POINTS--9.58 METERS FROM A 24-INCH BLAZED
 SY4465'COTTONWOOD, HAVING ONE NAIL IN, AND E OF STUB.  10.90 METERS FROM A
 SY4465'30-INCH COTTONWOOD, HAVING TWO NAILS IN, AND SE OF STUB.  24.58
 SY4465'METERS FROM THE LARGER OF TWO PINES, NEAR THE HOUSE, HAVING THREE
 SY4465'NAILS DRIVEN IN, AND S OF STUB.  THIS TREE WAS NOT BLAZED BECAUSE IT
 SY4465'WAS A VERY NICE TREE IN THE YARD.
 SY4465
 SY4465                          STATION RECOVERY (1914)
 SY4465
 SY4465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914 (GTR)
 SY4465'STATION IS ON THE EXTREME NW POINT OF MERCER ISLAND.
 SY4465'
 SY4465'SURFACE MARK IS A REGULATION STATION DISK SET IN THE DOME-SHAPED
 SY4465'TOP OF A CYLINDRICAL CONCRETE PILLAR ABOUT 16 INCHES IN DIAMETER
 SY4465'AND PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 SY4465'
 SY4465'UNDERGROUND IS MARKED BY A BOTTLE BURIED ABOUT 2 FEET.
 SY4465'
 SY4465'REFERENCE MARK NO. 1 IS A REGULATION DISK IN THE DOME-SHAPED TOP OF
 SY4465'A CYLINDRICAL CONCRETE PILLAR ABOUT 14 INCHES IN DIAMETER AND
 SY4465'PROJECTING ABOUT 5 INCHES ABOVE GROUND, DISTANT FROM STATION 22.697
 SY4465'METERS, IN AZIMUTH 41 DEG (PRISMATIC COMPASS).  REFERENCE MARK NO.
 SY4465'2 IS THE LARGER OF 2 PINE TREES IN A YARD, DISTANT 24.56 METERS, IN
 SY4465'AZIMUTH 113 DEG (PRISMATIC COMPASS).  TREE IS ABOUT 18 INCHES IN
 SY4465'DIAMTER AND NOT BLAZED AS THE OWNER OBJECTED.  REFERENCE MARK NO.
 SY4465'3, SIMILAR TO NO. 1, EXCEPT PROJECTING ABOVE GROUND ABOUT 3
 SY4465'INCHES, IS DISTANT FROM STATION 11.636 METERS, IN AZIMUTH 153-1/2 DEG
 SY4465'(PRISMATIC COMPASS).
 SY4465
 SY4465                          STATION RECOVERY (1919)
 SY4465
 SY4465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY4465'STATION IN GOOD CONDITION, AS DESCRIBED.  OWNER OF PROPERTY HAS
 SY4465'BARBED WIRE STRETCHED AT WATER LINE AROUND PROPERTY.  LAND AT WHARF
 SY4465'AND STATE PURPOSE AND THERE IS NO DIFFICULTY.
 SY4465
 SY4465                          STATION RECOVERY (1934)
 SY4465
 SY4465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4465'STATION WAS RECOVERED AS DESCRIBED.  IT IS IN THE FRONT YARD OF A
 SY4465'SMALL HOUSE BORDERING THE LAKE.  THE STATION IS ABOUT A QUARTER OF
 SY4465'A MILE S OF THE FERRY LANDING ON THE W SHORE OF MERCER ISLAND IN LAKE
 SY4465'WASHINGTON.
 SY4465'
 SY4465'IT IS REACHED BY FOLLOWING THE MAIN HIGHWAY AROUND MERCER ISLAND (N
 SY4465'SIDE) TO THE END, AT THE FERRY LANDING, TURNING S ON THE GRAVEL ROAD
 SY4465'BORDERING THE LAKE SHORE, AND PROCEEDING ABOUT A QUARTER OF A MILE
 SY4465'TO THE SECOND ROAD TO THE RIGHT.  TAKE THIS ROAD DOWN ABOUT 600
 SY4465'YARDS WHERE IT SWINGS LEFT.  FOLLOW THE UMIMPROVED DRIVE TO THE
 SY4465'RIGHT AND THEN TO THE LEFT TO THE END.  THE STATION IS IN FRONT OF
 SY4465'THE SOUTHERNMOST AND SMALLER HOUSE AT THE END OF THIS DRIVEWAY.  THE
 SY4465'SETTLEMENT AT THIS POINT OF THE ISLAND IS KNOWN AS EAST SEATTLE.  THE
 SY4465'STATION IS ON FABEN POINT AND NOT ON THE NORTHERNMOST POINT OF
 SY4465'MERCER ISLAND AS ORIGINALLY NOTED IN THE EARLY DESCRIPTION.
 SY4465
 SY4465                          STATION RECOVERY (1937)
 SY4465
 SY4465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (HJO)
 SY4465'STATION IS ON FABENS POINT, 77.5 FEET SLIGHTLY S OF W OF THE
 SY4465'REFERENCE MARK, 16.5 FEET W OF THE NW CORNER OF A HOUSE, 26.5 FEET N
 SY4465'OF THE SW CORNER OF SAME HOUSE (MEASUREMENTS ARE TO EDGES OF EAVES),
 SY4465'97.6 FEET E OF THE NE CORNER OF A DOCK AND 173.90 FEET E OF THE NW
 SY4465'CORNER OF THE SAME DOCK.
 SY4465'
 SY4465'STATION IS A STANDARD STATE OF WASHINGTON AND U.S.C. AND G.S.  BRONZE
 SY4465'TABLET.
 SY4465'
 SY4465'LEAVING THE W END OF THE ROANOKE FERRY DOCK ON THE N END OF MERCER
 SY4465'ISLAND, GO E ALONG ROANOKE WAY 0.12 MILE.  TURN RIGHT (S) ON GRAVEL
 SY4465'ROAD AND GO 0.3 MILE.  TURN RIGHT (W) AND GO 0.2 MILE TO THE
 SY4465'CROSSROADS, TURN RIGHT AND GO 0.1 MILE.  TURN LEFT AND GO 300 FEET
 SY4465'TO THE HOUSE.
 SY4465
 SY4465                          STATION RECOVERY (1941)
 SY4465
 SY4465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (AMS)
 SY4465'THE STATION AND REFERENCE MARK NO. 1 WERE FOUND AS DESCRIBED AND IN
 SY4465'GOOD CONDITION.  A THOROUGH SEARCH WAS MADE FOR REFERENCE MARK NO. 2
 SY4465'AND IT WAS NOT FOUND.  BOTH OF THE MARKS RECOVERED WERE UNSTAMPED.
 SY4465'
 SY4465'PENDING CONSTRUCTION IN THE VICINITY OF THE STATION MARK
 SY4465'NECESSITATED THE DESTRUCTION OF THE STATION MARK.  A NEW STATION
 SY4465'ASH 2 1941 WAS ESTABLISHED.  (SEE ABOVE) REFERENCE MARK NO. 1 WAS
 SY4465'LEFT UNDISTURBED AND IT IS A REFERENCE MARK FOR THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4459 ***********************************************************************
 SY4459  DESIGNATION -  ASH 2
 SY4459  PID         -  SY4459
 SY4459  STATE/COUNTY-  WA/KING
 SY4459  USGS QUAD   -  POVERTY BAY (1994)
 SY4459
 SY4459                         *CURRENT SURVEY CONTROL
 SY4459  ___________________________________________________________________
 SY4459* NAD 83(1991)-  47 35 33.34842(N)    122 15 12.54157(W)     ADJUSTED  
 SY4459* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 SY4459  ___________________________________________________________________
 SY4459  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 SY4459  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY4459
 SY4459  HORZ ORDER  -  THIRD
 SY4459
 SY4459.The horizontal coordinates were established by classical geodetic methods
 SY4459.and adjusted by the National Geodetic Survey in December 1991..
 SY4459.No horizontal observational check was made to the station.
 SY4459
 SY4459.The orthometric height was scaled from a topographic map.
 SY4459
 SY4459.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4459
 SY4459.The geoid height was determined by GEOID03.
 SY4459
 SY4459;                    North         East     Units Scale Factor Converg.
 SY4459;SPC WA N     -    66,871.604   393,196.844   MT  0.99998401   -1 03 26.4
 SY4459;SPC WA N     -   219,394.59  1,290,013.31   sFT  0.99998401   -1 03 26.4
 SY4459;UTM  10      - 5,271,290.634   556,123.628   MT  0.99963871   +0 33 04.4
 SY4459
 SY4459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4459!SPC WA N     -   1.00000244  x   0.99998401  =   0.99998645
 SY4459!UTM  10      -   1.00000244  x   0.99963871  =   0.99964115
 SY4459
 SY4459|---------------------------------------------------------------------|
 SY4459| PID    Reference Object                     Distance      Geod. Az  |
 SY4459|                                                           dddmmss.s |
 SY4459| CF7123 ASH RM 1                             20.176 METERS 06335     |
 SY4459| SY4344 MADRONA 1934                        APPROX. 3.5 KM 3072616.9 |
 SY4459|---------------------------------------------------------------------|
 SY4459
 SY4459                          SUPERSEDED SURVEY CONTROL
 SY4459
 SY4459  NAD 83(1986)-  47 35 33.34213(N)    122 15 12.54816(W) AD(       ) 3
 SY4459  NAD 27      -  47 35 33.98600(N)    122 15 08.10300(W) AD(       ) 3
 SY4459
 SY4459.Superseded values are not recommended for survey control.
 SY4459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4459.See file dsdata.txt to determine how the superseded data were derived.
 SY4459
 SY4459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5612471291(NAD 83)
 SY4459
 SY4459  HISTORY     - Date     Condition        Report By
 SY4459  HISTORY     - 1941     MONUMENTED       CGS
 SY4459  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY4459  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY4459  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SY4459
 SY4459                          STATION DESCRIPTION
 SY4459
 SY4459'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (AMS)
 SY4459'THIS IS A NEW STATION TO TAKE THE PLACE OF ASH 1902 THAT WAS
 SY4459'DESTROYED 9/16/41.
 SY4459'
 SY4459'STATION IS ON MERCER ISLAND ABOUT 0.2 MILE NORTH OF THE EAST
 SY4459'APPROACH OF THE LAKE WASHINGTON BRIDGE, ON FEBEN POINT.  FROM
 SY4459'UNDERNEATH THE EAST APPROACH OF THE LAKE WASHINGTON BRIDGE GO NORTH
 SY4459'ON OILED 60TH AVENUE SE 0.1 MILE, CONTINUE NORTH ON GRAVEL 60TH
 SY4459'AVENUE SE 0.1 MILE TO END, TURN LEFT (WEST) ON SE 21ST STREET AND GO
 SY4459'ABOUT 200 FEET TO THE END, THE STATION IS ABOUT 100 FEET FARTHER
 SY4459'ON WEST.  IT IS ON THE NORTH PROPERTY LINE OF PROPERTY OWNED BY MR.
 SY4459'STRIKER, A WHOLESALE MILLINER OF SEATTLE, ABOUT 7 FEET NORTH OF THE
 SY4459'NORTHEAST CORNER OF HOUSE TO BE BUILT, 108 FEET EAST FROM THE WATER
 SY4459'LINE OF LAKE WASHINGTON, ABOUT 10 FEET ABOVE THE LAKE LEVEL.  THE
 SY4459'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS, STAMPED ASH 2
 SY4459'1941.  REFERENCE MARK NO. 1, 1914 IS A STANDARD UNSTAMPED REFERENCE
 SY4459'MARK DISK SET IN THE TOP OF A ROUNDED CONCRETE POST, NORTHEAST
 SY4459'FROM THE STATION IN A CLEARED PLOT OF LAND, 217 FEET SOUTHWEST OF
 SY4459'A BOARD FENCE, 122 FEET EAST OF THE WATER LINE OF LAKE WASHINGTON,
 SY4459'ABOUT 10 FEET ABOVE THE LAKE LEVEL, AND 41 FEET WEST OF A STONE
 SY4459'RETAINING WALL.  THE MARK IS FLUSH WITH THE GROUND.
 SY4459'
 SY4459'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 SY4459
 SY4459                          STATION RECOVERY (1943)
 SY4459
 SY4459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4459'STATION IS A BRONZE DISK SET IN SMALL CONCRETE CYLINDER UNDER THE
 SY4459'LOWER RAIL OF FENCE ALONG NE SIDE OF PROPERTY OF MR. E. STRICKER,
 SY4459'1.4 METERS FROM NE CORNER OF HIS HOUSE.  THE VIEW FROM THE STATION
 SY4459'IS OBSCURED TO THE S AND E.  STATION WOULD HAVE TO BE OCCUPIED
 SY4459'ECCENTRICALLY.
 SY4459'
 SY4459'REFERENCE MARK 1 IS AN UNSTAMPED BRONZE DISK IN ROUNDED TOP OF
 SY4459'CONCRETE POST SET FLUSH WITH GROUND IN A CLEARED FIELD.  THE
 SY4459'REFERENCE MARK IS NOW BETTER PLACED FOR USE THAN THE STATION.
 SY4459
 SY4459                          STATION RECOVERY (1956)
 SY4459
 SY4459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSH)
 SY4459'DESCRIPTIONS ARE ADEQUATE WITH THE FOLLOWING CORRECTIONS AND
 SY4459'ADDITIONS.  STATION MARK IS ON THE PREMISES OF 6000 SE TWENTIETH
 SY4459'STREET, MERCER ISLAND (WALLACE H. CAMPBELL).  1.4 M. FROM NE CORNER
 SY4459'OF THE HOUSE, AT THE CORNER OF A PICKET FENCE (BENEATH THE BOTTOM
 SY4459'RAIL), 7.95 M. FROM THE N CORNER OF THE HOUSE (NOT 5.88 M. AS
 SY4459'STATED IN 1943 RECOVERY NOTE).  THE REFERENCE MARK RECOVERED ALSO IN
 SY4459'GOOD CONDITION IN VACANT LOT TO NE WHICH IS POSSIBLY A CABLE
 SY4459'EASEMENT, AND FROM STATION DIRECTLY IN RANGE WITH THE CENTER OF THE S
 SY4459'WINDOW ON THE E END OF THE HOUSE NEXT TO THE VACANT LOT, IN A HEAVY
 SY4459'GROWTH OF BLACKBERRY VINES.  STATION CAN BE USED ONLY BY ECCENTRIC
 SY4459'OCCUPATION.  STATION MARK STAMPED ASH 2 1941.  REFERENCE MARK IS IN
 SY4459'A DOME-TOPPED MASS OF CONCRETE, A STANDARD DISK, (NOT STAMPED)
 SY4459'HAVING BEEN A REFERENCE MARK FOR ASH 1914.
 SY4459
 SY4459                          STATION RECOVERY (1958)
 SY4459
 SY4459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EHK)
 SY4459'STATION ASH 2 WILL SOON BE COVERED BY AN ADDITION TO THE WALLACE H.
 SY4459'CAMPBELL RESIDENCE AT 6000 SE 20TH ST., ON FABEN POINT, MERCER
 SY4459'ISLAND.
 SY4459'
 SY4459'A NEW STATION, ASH 3, WAS ESTABLISHED 8.870 METERS NNE OF STATION
 SY4459'ASH 2.  SEE DESCRIPTION FOR ASH 3.
 SY4459'
 SY4459'R.M. NO. 1 1914 WAS SEARCHED FOR, BUT NOT FOUND.  IT HAS PROBABLY
 SY4459'BEEN DESTROYED BY EXTENSIVE GRADING IN THE PAST FEW YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4460 ***********************************************************************
 SY4460  DESIGNATION -  ASH 3
 SY4460  PID         -  SY4460
 SY4460  STATE/COUNTY-  WA/KING
 SY4460  USGS QUAD   -  POVERTY BAY (1994)
 SY4460
 SY4460                         *CURRENT SURVEY CONTROL
 SY4460  ___________________________________________________________________
 SY4460* NAD 83(1991)-  47 35 33.61085(N)    122 15 12.36949(W)     ADJUSTED  
 SY4460* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 SY4460  ___________________________________________________________________
 SY4460  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 SY4460  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY4460
 SY4460  HORZ ORDER  -  THIRD
 SY4460
 SY4460.The horizontal coordinates were established by classical geodetic methods
 SY4460.and adjusted by the National Geodetic Survey in December 1991..
 SY4460.No horizontal observational check was made to the station.
 SY4460
 SY4460.The orthometric height was scaled from a topographic map.
 SY4460
 SY4460.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4460
 SY4460.The geoid height was determined by GEOID03.
 SY4460
 SY4460;                    North         East     Units Scale Factor Converg.
 SY4460;SPC WA N     -    66,879.641   393,200.588   MT  0.99998400   -1 03 26.3
 SY4460;SPC WA N     -   219,420.96  1,290,025.60   sFT  0.99998400   -1 03 26.3
 SY4460;UTM  10      - 5,271,298.771   556,127.143   MT  0.99963871   +0 33 04.5
 SY4460
 SY4460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4460!SPC WA N     -   1.00000244  x   0.99998400  =   0.99998644
 SY4460!UTM  10      -   1.00000244  x   0.99963871  =   0.99964115
 SY4460
 SY4460|---------------------------------------------------------------------|
 SY4460| PID    Reference Object                     Distance      Geod. Az  |
 SY4460|                                                           dddmmss.s |
 SY4460| CF7122 ASH 3 RM 3                            3.609 METERS 14926     |
 SY4460| CF7121 ASH 3 RM 2                            8.225 METERS 14932     |
 SY4460| SY3885 SACRED HEART ORPHANAGE CROSS        APPROX. 8.0 KM 3491059.7 |
 SY4460|---------------------------------------------------------------------|
 SY4460
 SY4460                          SUPERSEDED SURVEY CONTROL
 SY4460
 SY4460  NAD 83(1986)-  47 35 33.60458(N)    122 15 12.37607(W) AD(       ) 3
 SY4460  NAD 27      -  47 35 34.24900(N)    122 15 07.93100(W) AD(       ) 3
 SY4460
 SY4460.Superseded values are not recommended for survey control.
 SY4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4460.See file dsdata.txt to determine how the superseded data were derived.
 SY4460
 SY4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5612771299(NAD 83)
 SY4460_MARKER: Z = SEE DESCRIPTION
 SY4460_SETTING: 0 = UNSPECIFIED SETTING
 SY4460
 SY4460  HISTORY     - Date     Condition        Report By
 SY4460  HISTORY     - 1958     MONUMENTED       CGS
 SY4460  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY4460  HISTORY     - 1988     GOOD             USPSQD
 SY4460  HISTORY     - 20060226 MARK NOT FOUND   USPSQD
 SY4460
 SY4460                          STATION DESCRIPTION
 SY4460
 SY4460'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (EHK)
 SY4460'STATION ASH 3 WAS ESTABLISHED TO REPLACE ASH 2, WHICH IS TO BE
 SY4460'COVERED BY ADDITION TO RESIDENCE OF WALLACE H. CAMPBELL, 6000 SE
 SY4460'20TH ST., MERCER ISLAND, WASH.
 SY4460'
 SY4460'STATION IS LOCATED ON VACANT PROPERTY ADJOINING THE CAMPBELL
 SY4460'RESIDENCE TO THE NORTHEAST, ON FABEN POINT.  TO REACH FROM SEATTLE,
 SY4460'CROSS THE LAKE WASHINGTON FLOATING BRIDGE.  ON REACHING MERCER
 SY4460'ISLAND, TAKE THE FIRST EXIT ROAD TO THE RIGHT, THEN LEFT ACROSS U. S.
 SY4460'HIGHWAY 10 ON OVERPASS, THEN LEFT TO SE 22ND ST., GO WEST TO END OF
 SY4460'STREET, TURN RIGHT ON FABEN DRIVE, THENCE NORTH TO END OF STREET,
 SY4460'THENCE LEFT (WEST) ON SE 20TH ST. TO STATION SITE.
 SY4460'
 SY4460'STATION MARK IS A STANDARD DISK, STAMPED ASH 3 1958 SET IN A DRILL
 SY4460'HOLE IN THE NORTH CORNER OF THE CONCRETE COVER TO WET WELL (THE
 SY4460'NORTHWESTERLY ONE OF TWO STRUCTURES ABOUT 4 FT. SQUARE, TOPS FLUSH
 SY4460'WITH THE GROUND) FOR PUMPING STATION NO. 4 OF THE MERCER ISLAND
 SY4460'SEWER DISTRICT.
 SY4460'
 SY4460'THE PICKET FENCE MENTIONED IN EARLIER DESCRIPTIONS OF ASH 2 IS GONE.
 SY4460'THERE IS NOW A LOW BRICK AND CINDER BLOCK WALL ALONG THE NE EDGE
 SY4460'OF THE CAMPBELL PROPERTY.  IT IS ABOUT 20 FEET FARTHER TO NE THAN THE
 SY4460'PICKET FENCE WAS.  THE PUMPING STATION STRUCTURES ARE ADJACENT TO
 SY4460'THIS WALL ON THE NE, ON EASEMENT TO THE SEWER DISTRICT.
 SY4460'
 SY4460'R. M. NO. 2 WAS SET IN A CONCRETE CYLINDER ON NE EDGE OF THE BRICK
 SY4460'WALL.  IT IS A STANDARD DISK, STAMPED ASH 3 NO. 2 1958 AND PROJECTS
 SY4460'ABOUT 0.2 FT. ABOVE SURFACE OF THE GROUND.
 SY4460'
 SY4460'R. M. NO. 3 WAS SET IN A DRILL HOLE IN THE SE WALL OF THE DRY WELL
 SY4460'(SOUTHEASTERLY OF THE TWO STRUCTURES.) IT IS A STANDARD DISK
 SY4460'STAMPED ASH 3 NO. 3 1958.  IT IS ON LINE BETWEEN STATION MARK AND R.
 SY4460'M. NO. 2.
 SY4460
 SY4460                          STATION RECOVERY (1971)
 SY4460
 SY4460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 SY4460'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 SY4460'CONDITION AS DESCRIBED IN 1958.
 SY4460
 SY4460                          STATION RECOVERY (1988)
 SY4460
 SY4460'RECOVERY NOTE BY US POWER SQUADRON 1988 (FAD)
 SY4460'RECOVERED IN GOOD CONDITION.
 SY4460
 SY4460                          STATION RECOVERY (2006)
 SY4460
 SY4460'RECOVERY NOTE BY US POWER SQUADRON 2006 (MCV)
 SY4460'PROPERTY NO LONGER VACANT. SEVERAL NEW HOMES IN AREA.  RESIDENTS COULD
 SY4460'NOT RECALL MARKER. POSSIBLY DESTROYED IN CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0558 ***********************************************************************
 TQ0558  DESIGNATION -  ASHNOLA
 TQ0558  PID         -  TQ0558
 TQ0558  STATE/COUNTY-  WA/OKANOGAN
 TQ0558  USGS QUAD   -  ASHNOLA MTN (1969)
 TQ0558
 TQ0558                         *CURRENT SURVEY CONTROL
 TQ0558  ___________________________________________________________________
 TQ0558* NAD 83(1991)-  48 55 18.51969(N)    120 24 01.15568(W)     ADJUSTED  
 TQ0558* NAVD 88     -      2372.     (meters)    7782.     (feet)  SCALED    
 TQ0558  ___________________________________________________________________
 TQ0558  LAPLACE CORR-           7.25  (seconds)                    DEFLEC99
 TQ0558  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 TQ0558
 TQ0558  HORZ ORDER  -  THIRD
 TQ0558
 TQ0558.The horizontal coordinates were established by classical geodetic methods
 TQ0558.and adjusted by the National Geodetic Survey in December 1991..
 TQ0558
 TQ0558.The orthometric height was scaled from a topographic map.
 TQ0558
 TQ0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0558
 TQ0558.The geoid height was determined by GEOID03.
 TQ0558
 TQ0558;                    North         East     Units Scale Factor Converg.
 TQ0558;SPC WA N     -   213,773.005   531,734.984   MT  1.00004091   +0 19 20.6
 TQ0558;SPC WA N     -   701,353.60  1,744,533.86   sFT  1.00004091   +0 19 20.6
 TQ0558;UTM  10      - 5,422,021.702   690,435.688   MT  1.00004554   +1 57 36.9
 TQ0558
 TQ0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0558!SPC WA N     -   0.99963088  x   1.00004091  =   0.99967177
 TQ0558!UTM  10      -   0.99963088  x   1.00004554  =   0.99967640
 TQ0558
 TQ0558:                Primary Azimuth Mark                     Grid Az
 TQ0558:SPC WA N     -  SMOKEY                                   270 03 49.4
 TQ0558:UTM  10      -  SMOKEY                                   268 25 33.1
 TQ0558
 TQ0558|---------------------------------------------------------------------|
 TQ0558| PID    Reference Object                     Distance      Geod. Az  |
 TQ0558|                                                           dddmmss.s |
 TQ0558| TQ0671 SMOKEY                              APPROX.22.4 KM 2702310.0 |
 TQ0558|---------------------------------------------------------------------|
 TQ0558
 TQ0558                          SUPERSEDED SURVEY CONTROL
 TQ0558
 TQ0558  NAD 83(1986)-  48 55 18.51970(N)    120 24 01.15007(W) AD(       ) 3
 TQ0558
 TQ0558.Superseded values are not recommended for survey control.
 TQ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0558.See file dsdata.txt to determine how the superseded data were derived.
 TQ0558
 TQ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV9043622022(NAD 83)
 TQ0558_MARKER: DD = SURVEY DISK
 TQ0558_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0558_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TQ0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0558+STABILITY: POSITION/ELEVATION WELL
 TQ0558
 TQ0558  HISTORY     - Date     Condition        Report By
 TQ0558  HISTORY     - 1904     MONUMENTED       IBC
 TQ0558
 TQ0558                          STATION DESCRIPTION
 TQ0558
 TQ0558'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1904 (ECB)
 TQ0558'ON A HIGH DOME - SHAPED MOUNTAIN ABOUT 5 MILES SOUTH OF THE
 TQ0558'INTERNATIONAL BOUNDARY, ON THE DIVIDE BETWEEN THE ASHNOLA AND PASAYTEN
 TQ0558'RIVERS, AT THE HEAD OF THE EAST FORK OF THE PASAYTEN RIVER.  IT CAN
 TQ0558'BE REACHED BY FOLLOWING THE DIVIDE SOUTH FROM PARK (SHEEP) PASS.
 TQ0558'
 TQ0558'STATION MARK--AN ALUMINUM - DISK TRIANGULATION MARK SET IN ROCK OVER
 TQ0558'WHICH IS A 6 FOOT CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1502 ***********************************************************************
 SX1502  DESIGNATION -  ASHTON
 SX1502  PID         -  SX1502
 SX1502  STATE/COUNTY-  WA/KING
 SX1502  USGS QUAD   -  CARNATION (1993)
 SX1502
 SX1502                         *CURRENT SURVEY CONTROL
 SX1502  ___________________________________________________________________
 SX1502* NAD 83(1991)-  47 42 55.87795(N)    121 57 04.95977(W)     ADJUSTED  
 SX1502* NAVD 88     -       147.77   (+/-2cm)     484.8    (feet)  VERTCON   
 SX1502  ___________________________________________________________________
 SX1502  LAPLACE CORR-          16.28  (seconds)                    DEFLEC99
 SX1502  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 SX1502
 SX1502  HORZ ORDER  -  SECOND
 SX1502  VERT ORDER  -  THIRD ? (See Below)
 SX1502
 SX1502.The horizontal coordinates were established by classical geodetic methods
 SX1502.and adjusted by the National Geodetic Survey in December 1991..
 SX1502.No horizontal observational check was made to the station.
 SX1502
 SX1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1502.The vertical order pertains to the NGVD 29 superseded value.
 SX1502
 SX1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1502
 SX1502.The geoid height was determined by GEOID03.
 SX1502
 SX1502;                    North         East     Units Scale Factor Converg.
 SX1502;SPC WA N     -    80,162.366   416,113.622   MT  0.99996678   -0 49 56.7
 SX1502;SPC WA N     -   262,999.36  1,365,199.44   sFT  0.99996678   -0 49 56.7
 SX1502;UTM  10      - 5,285,214.921   578,651.167   MT  0.99967602   +0 46 33.0
 SX1502
 SX1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1502!SPC WA N     -   0.99998042  x   0.99996678  =   0.99994720
 SX1502!UTM  10      -   0.99998042  x   0.99967602  =   0.99965644
 SX1502
 SX1502|---------------------------------------------------------------------|
 SX1502| PID    Reference Object                     Distance      Geod. Az  |
 SX1502|                                                           dddmmss.s |
 SX1502| CF4054 ASHTON RM                             5.852 METERS 16728     |
 SX1502| SY3534 PATTERSON                           APPROX. 4.9 KM 2810824.9 |
 SX1502|---------------------------------------------------------------------|
 SX1502
 SX1502                          SUPERSEDED SURVEY CONTROL
 SX1502
 SX1502  NAD 83(1986)-  47 42 55.86905(N)    121 57 04.96354(W) AD(       ) 2
 SX1502  NAD 27      -  47 42 56.50644(N)    121 57 00.53377(W) AD(       ) 2
 SX1502  NGVD 29 (07/19/86)  146.68   (m)          481.2    (f) LEVELING    3  
 SX1502
 SX1502.Superseded values are not recommended for survey control.
 SX1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1502.See file dsdata.txt to determine how the superseded data were derived.
 SX1502
 SX1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7865185215(NAD 83)
 SX1502_MARKER: DS = TRIANGULATION STATION DISK
 SX1502_SETTING: 80 = SET IN A BOULDER
 SX1502_STAMPING: ASHTON KING CO AERIAL 1936
 SX1502_MARK LOGO: CGS   
 SX1502_PROJECTION: FLUSH
 SX1502_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1502+STABILITY: SURFACE MOTION
 SX1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX1502+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1981
 SX1502
 SX1502  HISTORY     - Date     Condition        Report By
 SX1502  HISTORY     - 1937     MONUMENTED       WAGS
 SX1502  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SX1502  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SX1502  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SX1502  HISTORY     - 1971     SEE DESCRIPTION  WA-033
 SX1502  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SX1502  HISTORY     - 19810716 GOOD             NGS
 SX1502
 SX1502                          STATION DESCRIPTION
 SX1502
 SX1502'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1502'STATION IS IN THE NE 1/4 SEC. 30, T.26, R.7, ABOUT 700 FEET W AND
 SX1502'200 FEET S OF NE CORNER OF SEC. 30.  ABOUT 200 YARDS S OF THE ROAD
 SX1502'IN FRONT OF THE HOUSE OF CLIFFORD ASHTON.
 SX1502'
 SX1502'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS
 SX1502'WEDGED IN DRILL HOLES IN BOULDERS.
 SX1502'
 SX1502'FROM CITY CENTER DUVALL PROCEED S ON PAVED ROAD 1 MILE TO PRESENT
 SX1502'END OF PAVEMENT.  NOTE HUGE BOULDER IN ENTRANCE TO GRAVEL SIDE
 SX1502'ROAD ON LEFT.  TURN E.  FOLLOW GRAVEL ROAD WINDING UP HILL
 SX1502'SOUTHEASTWARD FOR 2 MILES TO CROSS-OVER SOUTHERN PART OF THE
 SX1502'RIDGE.  PROCEED 100 YARDS BEYOND TOP OF THE HILL.  STOP 35 YARDS
 SX1502'W OF CLIFFORD ASHTONS MAIL BOX.  NOTE ON RIGHT NEAR FENCE
 SX1502'CORNER SMALL ROAD LEADING S.  FOLLOW IT 160 PACES TO A SECOND
 SX1502'WIRE FENCE.  SEE BOULDER (4 FEET) NEAR THE RIDGE OF THE HILL 60
 SX1502'YARDS S OF THE FENCE AND 50 FEET E OF THE ROAD.  BOULDER HOLDS
 SX1502'THE REFERENCE MARK.  STATION IS ABOUT 75 FEET N OF A
 SX1502'20-INCH DEAD CEDAR TREE WHICH CAN BE SEEN FROM THE ROAD.
 SX1502
 SX1502                          STATION RECOVERY (1952)
 SX1502
 SX1502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SX1502'STATION RECOVERED IN GOOD CONDITION.  STATION AND REFERENCE MARK
 SX1502'ARE CEMENTED IN BOULDERS.
 SX1502'
 SX1502'THE REFERENCE MARK IS STAMPED KING CO AERIAL ASHTON 1936.
 SX1502'
 SX1502'THE HOUSE NOW BELONGS TO GUS CARLSON.
 SX1502'
 SX1502'TO REACH THE STATION FROM DUVALL, DRIVE S ON STATE HIGHWAY 15B
 SX1502'FOR 1.0 MI. AND TURN E ON BIG ROCK ROAD AND FOLLOW THE PAVED ROAD
 SX1502'WINDING.
 SX1502
 SX1502                          STATION RECOVERY (1960)
 SX1502
 SX1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VT)
 SX1502'STATION FOUND IN GOOD CONDITION.  THERE IS A LARGE CLEARING OF
 SX1502'RIGHT-OF-WAY FOR CITY OF SEATTLE PIPE LINE ABOUT 100 FEET N OF
 SX1502'STATION.  OTHERWISE FOUND AS DESCRIBED.  PLACED AN ORANGE METAL
 SX1502'TAG RECOVERED STATION ON ALDER BESIDE STATION.
 SX1502
 SX1502                          STATION RECOVERY (1961)
 SX1502
 SX1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CMB)
 SX1502'A THOROUGH SEARCH WAS MADE OF THE AREA DESCRIBED AND NO TRACE OF
 SX1502'THE STATION OR RMS WAS UNCOVERED.
 SX1502'
 SX1502'AN EAST-WEST WATER PIPELINE UNDER CONSTRUCTION AT THE TIME OF THE
 SX1502'SEARCH RUNS IN THE IMMEDIATE VICINITY AND IT IS BELIEVED THAT THE
 SX1502'STATION WAS REMOVED DURING THE CLEARING OF THE ASSEMENT.
 SX1502
 SX1502                          STATION RECOVERY (1971)
 SX1502
 SX1502'RECOVERY NOTE BY KING COUNTY WASHINGTON 1971
 SX1502'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.
 SX1502'
 SX1502'ABOUT 100 FEET SOUTH OF ROAD ALONG SEATTLE WATER DEPT. PIPE LINE
 SX1502'RIGHT OF WAY, ABOUT 0.2 MI. WEST OF BIG ROCK ROAD, 1.5 FEET EAST
 SX1502'OF A USC AND GS WITNESS SIGN NAILED ON AN 18-INCH ALDER TREE - TREE
 SX1502'HAS TRIPLE TRUNKS BEGINNING ABOUT 10 FEET ABOVE GROUND, IN STAND
 SX1502'OF HIGH ALDER AND SCATTERED FIR TREES.
 SX1502'
 SX1502'THE REFERENCE MARK IS A USC AND GS STANDARD REFERENCE MARK DISK
 SX1502'STAMPED ASHTON 1936 KING CO AERIAL, CEMENTED ON TOP OF A 3-FOOT
 SX1502'HIGH ROCK, 5 FEET WEST OF A USC AND GS WITNESS SIGN NAILED ON A
 SX1502'15-INCH ALDER TREE.
 SX1502'
 SX1502'TO REACH FROM DUVALL GO SOUTH ON STATE HIGHWAY 203 FOR 1.1 MI. TO
 SX1502'BIG ROCK ROAD, THENCE LEFT ON BIG ROCK ROAD FOR 2.1 MI. TO BATTEN
 SX1502'ROAD, CONTINUE AHEAD CURVING RIGHT FOR 0.05 MI. TO SEATTLE WATER
 SX1502'DEPT. PIPE LINE CROSSING, THENCE RIGHT (WEST) ALONG PIPE LINE
 SX1502'(GATE HERE MAY BE LOCKED), FOR 0.2 MI. TO A 3 FEET HIGH AIR VENT
 SX1502'STANDPIPE AV 18 667.23.93 ON NORTH SIDE OF RIGHT OF WAY,
 SX1502'THENCE SOUTH TO STATION ABOUT 100 FEET SOUTH OF ROAD.
 SX1502
 SX1502                          STATION RECOVERY (1973)
 SX1502
 SX1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SX1502'THE STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 SX1502'CONDITION.  A DIFFERENCE IN DISTANCE OF .08 FEET WAS NOTED.  THE
 SX1502'1973 DISTANCE IS 18.98 FEET OR 5.785 METERS SOUTH OF THE
 SX1502'STATION.  FOR THE DESCRIPTION TO REACH THE STATION SEE THE
 SX1502'DESCRIPTION FOR TRIANGULATION STATION ASHTON 2.
 SX1502'
 SX1502'A TRAVERSE CONNECTION WAS MADE TO STATION ASHTON 2 THE DISTANCE
 SX1502'BEING 52.8108 METERS OR 173.26 FEET NORTH-NORTHWEST.
 SX1502'
 SX1502'THE STATION WAS NOT OCCUPIED.
 SX1502'
 SX1502'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SX1502'2-3/4 MILES SOUTHEAST OF DUVALL.
 SX1502
 SX1502                          STATION RECOVERY (1981)
 SX1502
 SX1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 SX1502'THE STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) NORTH-NORTHWEST OF
 SX1502'CARNATION, 4.8 KM (3.00 MI) SOUTHWEST OF DUVAL, IN THE NORTHEAST 1/4
 SX1502'OF SECTION 30, T26N, R7E. TO REACH FROM THE POST OFFICE IN DUVAL, GO
 SX1502'SOUTH ON STATE ROUTE 203 FOR 1.77 KM (1.10 MI) TO A SIDE ROAD LEFT.
 SX1502'TURN LEFT AND GO EAST ANMD SOUTH ON BIG ROCK ROAD FOR 3.38 KM (2.10
 SX1502'MI) TOP A CROSS ROAD. CONTI UE AHEAD SOUTH FOR 0.16 KM (0.10 MI) TO A
 SX1502'PIPE LINE CROSSING. TURN LEFT, PASSING THROUGH THE GATE AND GO WEST
 SX1502'FOR 0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 SX1502'WEST ON THE PIPE LINE ROAD FOR 0.16 KM (0.10 MI) TO STATION ASHTON 2
 SX1502'ON THE LEFT AND THE END OF TRUCK TRAVEL.  WALK SOUTH-SOUTHEAST ALONG A
 SX1502'CLEARED LINE FOR 52 M (170.6 FT) TO THE STATION ON THE SOUTH SIDE OF A
 SX1502'LARKGE LOG. THE MARK IS SET IN A DRILL HOLE IN A BOULDER THAT IS
 SX1502'RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  IT IS 6.25 M
 SX1502'(20.51 FT) EAST OF A 22-INCH ALDER TREE, 1.1 M (3.6 FT) SOUTH OF A
 SX1502'LARGE LOG AND 0.61 M (2.00 FT) NORTH-NORTHWEST OF A 20-INCH ALDER TREE
 SX1502'WITH WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH6119 ***********************************************************************
 AH6119  DESIGNATION -  ASHTON 2 RESET
 AH6119  PID         -  AH6119
 AH6119  STATE/COUNTY-  WA/KING
 AH6119  USGS QUAD   -  CARNATION (1993)
 AH6119
 AH6119                         *CURRENT SURVEY CONTROL
 AH6119  ___________________________________________________________________
 AH6119* NAD 83(1991)-  47 42 57.36036(N)    121 57 06.22276(W)     ADJUSTED  
 AH6119* NAVD 88     -       149.09   (+/-2cm)     489.1    (feet)  VERTCON   
 AH6119  ___________________________________________________________________
 AH6119  LAPLACE CORR-          16.27  (seconds)                    DEFLEC99
 AH6119  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AH6119
 AH6119  HORZ ORDER  -  FIRST
 AH6119  VERT ORDER  -  THIRD ? (See Below)
 AH6119
 AH6119.The horizontal coordinates were established by classical geodetic methods
 AH6119.and adjusted by the National Geodetic Survey in December 1991..
 AH6119
 AH6119.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6119.The vertical order pertains to the NGVD 29 superseded value.
 AH6119
 AH6119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6119
 AH6119.The geoid height was determined by GEOID03.
 AH6119
 AH6119;                    North         East     Units Scale Factor Converg.
 AH6119;SPC WA N     -    80,208.526   416,087.967   MT  0.99996673   -0 49 57.6
 AH6119;SPC WA N     -   263,150.81  1,365,115.27   sFT  0.99996673   -0 49 57.6
 AH6119;UTM  10      - 5,285,260.330   578,624.234   MT  0.99967596   +0 46 32.1
 AH6119
 AH6119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6119!SPC WA N     -   0.99998021  x   0.99996673  =   0.99994694
 AH6119!UTM  10      -   0.99998021  x   0.99967596  =   0.99965618
 AH6119
 AH6119:                Primary Azimuth Mark                     Grid Az
 AH6119:SPC WA N     -  AR 5                                     092 38 09.8
 AH6119:UTM  10      -  AR 5                                     091 01 40.1
 AH6119
 AH6119|---------------------------------------------------------------------|
 AH6119| PID    Reference Object                     Distance      Geod. Az  |
 AH6119|                                                           dddmmss.s |
 AH6119| AH5945 AR 5                                               0914812.2 |
 AH6119| AH5906 ASHTON 2 RM 2                        30.099 METERS 09539     |
 AH6119| SX1502 ASHTON                               52.812 METERS 15006     |
 AH6119| AH5905 ASHTON 2 RM 3                        29.882 METERS 27138     |
 AH6119|---------------------------------------------------------------------|
 AH6119
 AH6119                          SUPERSEDED SURVEY CONTROL
 AH6119
 AH6119  NAD 83(1986)-  47 42 57.35161(N)    121 57 06.22665(W) AD(       ) 1
 AH6119  NGVD 29 (07/19/86)  148.00   (m)          485.6    (f) LEVELING    3  
 AH6119
 AH6119.Superseded values are not recommended for survey control.
 AH6119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6119.See file dsdata.txt to determine how the superseded data were derived.
 AH6119
 AH6119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7862485260(NAD 83)
 AH6119_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6119_STAMPING: ASHTON 2 1973 1981
 AH6119_MARK LOGO: NGS   
 AH6119_PROJECTION: FLUSH
 AH6119_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6119+STABILITY: SURFACE MOTION
 AH6119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6119+SATELLITE: SATELLITE OBSERVATIONS - 1981
 AH6119
 AH6119  HISTORY     - Date     Condition        Report By
 AH6119  HISTORY     - 1981     MONUMENTED       NGS
 AH6119
 AH6119                          STATION DESCRIPTION
 AH6119
 AH6119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 AH6119'THE STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) NORTH-NORTHWEST OF
 AH6119'CARNATION, 4.8 KM (3.00 MI) SOUTHWEST OF DUVAL, IN THE NORTHEAST 1/4
 AH6119'OF SECTION 30, T26N, R7E. TO REACH FROM THE POST OFFICE IN DUVAL, GO
 AH6119'SOUTH ON STATE ROUTE 203 FOR 1.77 KM (1.10 MI) TO A SIDE ROAD LEFT.
 AH6119'TURN LEFT AND GO EAST ANMD SOUTH ON BIG ROCK ROAD FOR 3.38 KM (2.10
 AH6119'MI) TOP A CROSS ROAD. CONTI UE AHEAD SOUTH FOR 0.16 KM (0.10 MI) TO A
 AH6119'PIPE LINE CROSSING. TURN LEFT, PASSING THROUGH THE GATE AND GO WEST
 AH6119'FOR 0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 AH6119'WEST ON THE PIPE LINE ROAD FOR 0.16 KM (0.10 MI) TO STATION ASHTON 2
 AH6119'ON THE LEFT. THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AH6119'THAT IS 0.30 M (0.98 FT) IN DIAMETER AND IS FLUSH WITH THE GROUND
 AH6119'SURFACE.  IT IS 98.44 FT (30.00 M) EAST OF REFERENCE MARK 3, 29.976 M
 AH6119'(98.346 FT) WEST OF REFERENCE MARK 2, 52.828 M (173.320 FT)
 AH6119'SOUTH-SOUTHEAST OF STATION ASHTON, 10.36 M (33.99 FT) SOUTH OF THE
 AH6119'CENTER OF THE GRAVELED ROAD, 5.79 M (19.00 FT) EAST OF THE CENTER OF
 AH6119'THE TRACK ROAD, 1.98 M (6.50 FT) NORTHWEST OF A METAL WITNESS POST AND
 AH6119'0.3 M (1.0 FT) SOUTH OF A METAL WITNNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3483 ***********************************************************************
 SY3483  DESIGNATION -  ASHWAY
 SY3483  PID         -  SY3483
 SY3483  STATE/COUNTY-  WA/SNOHOMISH
 SY3483  USGS QUAD   -  BOTHELL (1981)
 SY3483
 SY3483                         *CURRENT SURVEY CONTROL
 SY3483  ___________________________________________________________________
 SY3483* NAD 83(1991)-  47 51 55.40779(N)    122 14 51.34036(W)     ADJUSTED  
 SY3483* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 SY3483  ___________________________________________________________________
 SY3483  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 SY3483  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY3483
 SY3483  HORZ ORDER  -  THIRD
 SY3483
 SY3483.The horizontal coordinates were established by classical geodetic methods
 SY3483.and adjusted by the National Geodetic Survey in December 1991..
 SY3483
 SY3483.The orthometric height was scaled from a topographic map.
 SY3483
 SY3483.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3483
 SY3483.The geoid height was determined by GEOID03.
 SY3483
 SY3483;                    North         East     Units Scale Factor Converg.
 SY3483;SPC WA N     -    97,187.942   394,197.044   MT  0.99995192   -1 03 10.6
 SY3483;SPC WA N     -   318,857.44  1,293,294.80   sFT  0.99995192   -1 03 10.6
 SY3483;UTM  10      - 5,301,613.177   556,271.754   MT  0.99963891   +0 33 28.7
 SY3483
 SY3483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3483!SPC WA N     -   0.99997652  x   0.99995192  =   0.99992844
 SY3483!UTM  10      -   0.99997652  x   0.99963891  =   0.99961544
 SY3483
 SY3483:                Primary Azimuth Mark                     Grid Az
 SY3483:SPC WA N     -  ASHWAY AZ MK                             005 50 11.3
 SY3483:UTM  10      -  ASHWAY AZ MK                             004 13 32.0
 SY3483
 SY3483|---------------------------------------------------------------------|
 SY3483| PID    Reference Object                     Distance      Geod. Az  |
 SY3483|                                                           dddmmss.s |
 SY3483| CF7124 ASHWAY AZ MK                                       0044700.7 |
 SY3483| CF7125 ASHWAY RM 1                          33.016 METERS 04337     |
 SY3483| SY3481 SEATTLE CITY LT BOTHELL SUB TK      APPROX. 5.2 KM 1030843.3 |
 SY3483| CF7126 ASHWAY RM 2                          29.520 METERS 12725     |
 SY3483| SY4875 ALDERWOOD WATER TANK                APPROX. 2.8 KM 2572434.2 |
 SY3483| SY0074 ALDERWOOD                           APPROX. 2.8 KM 2631720.0 |
 SY3483|---------------------------------------------------------------------|
 SY3483
 SY3483                          SUPERSEDED SURVEY CONTROL
 SY3483
 SY3483  NAD 83(1986)-  47 51 55.40277(N)    122 14 51.34236(W) AD(       ) 3
 SY3483  NAD 27      -  47 51 56.05600(N)    122 14 46.87000(W) AD(       ) 3
 SY3483
 SY3483.Superseded values are not recommended for survey control.
 SY3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3483.See file dsdata.txt to determine how the superseded data were derived.
 SY3483
 SY3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5627201613(NAD 83)
 SY3483_MARKER: DS = TRIANGULATION STATION DISK
 SY3483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3483
 SY3483  HISTORY     - Date     Condition        Report By
 SY3483  HISTORY     - 1955     MONUMENTED       CGS
 SY3483  HISTORY     - 1968     GOOD             CGS
 SY3483  HISTORY     - 1971     GOOD             NGS
 SY3483
 SY3483                          STATION DESCRIPTION
 SY3483
 SY3483'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY3483'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF EVERETT,
 SY3483'1-1/2 MILES SOUTHEAST OF U.S. HIGHWAY 99, 3/4 MILE NORTH OF MARTHA
 SY3483'LAKE, 180 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE
 SY3483'HOUSE, 52 FEET WEST OF THE CENTERLINE OF ASH WAY, AND 51 FEET
 SY3483'NORTH OF A 12-INCH FIR TREE.
 SY3483'
 SY3483'THE MARK IS STAMPED ASHWAY 1955 AND IS SET 1 FOOT UNDERGROUND.
 SY3483'
 SY3483'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ALDERWOOD
 SY3483'MANOR GO NORTH ON NORTH TRUNK ROAD FOR 1.9 MILES TO A CROSS
 SY3483'ROAD.  TURN RIGHT AND GO EAST ON MARTHA LAKE ROAD FOR 1.1 MILES TO
 SY3483'A ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON FEDERAL WAY FOR
 SY3483'0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.4 MILE ON ASH
 SY3483'WAY TO ANOTHER FORK.  TAKE THE RIGHT FORK AND CONTINUE ON ASH
 SY3483'WAY FOR 0.45 MILE TO THE STATION ON THE LEFT AS DESCRIBED
 SY3483'ABOVE.
 SY3483'
 SY3483'REFERENCE MARK NO. 1 IS STAMPED ASHWAY NO 1 1955, AND IS SET
 SY3483'FLUSH WITH THE SURFACE AT ABOUT THE SAME ELEVATION AS THE
 SY3483'STATION.  IT IS 21 FEET EAST OF THE CENTERLINE OF ASH WAY, AND
 SY3483'1 FOOT WEST OF A WIRE FENCE.
 SY3483'
 SY3483'REFERENCE MARK NO. 2 IS STAMPED ASHWAY NO 2 1955, AND IS SET
 SY3483'FLUSH WITH THE SURFACE AT ABOUT THE SAME ELEVATION AS THE
 SY3483'STATION.  IT IS 45 FEET EAST OF THE CENTERLINE OF ASH WAY, AND 2
 SY3483'FEET NORTH OF A POWERLINE POLE.
 SY3483'
 SY3483'THE AZIMUTH MARK IS STAMPED ASHWAY 1955 AND IS SET FLUSH WITH
 SY3483'THE SURFACE.  THE MARK IS SET 42 FEET SOUTHEAST OF THE CENTER OF
 SY3483'THE INTERSECTION OF ASH WAY AND A GRAVEL-TOPPED ROAD LEADING EAST
 SY3483'AND WEST, AND 1-1/2 FEET SOUTH OF A POWERLINE POLE.
 SY3483'
 SY3483'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON ASH WAY
 SY3483'FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 SY3483
 SY3483                          STATION RECOVERY (1968)
 SY3483
 SY3483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY3483'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED.  THE
 SY3483'AZIMUTH MARK WAS NOT FOUND.  A COMPLETE DESCRIPTION FOLLOWS--
 SY3483'
 SY3483'THE STATION IS ABOUT 9 MILES SOUTH OF EVERETT, 5 MILES NORTHEAST
 SY3483'OF LYNNWOOD, 1-1/4 MILES EAST OF THE INTERSECTION OF U.S. HIGHWAY
 SY3483'99 AND STATE HIGHWAY 525, NEAR THE INTERSECTION OF 10TH AVENUE
 SY3483'WEST, 146TH STREET SOUTHWEST AND ASH WAY, AND ON THE LAWN IN
 SY3483'FRONT OF HOUSE NUMBER 14524 10TH AVENUE WEST, LYNWOOD.
 SY3483'
 SY3483'THE STATION MARK, STAMPED ASHWAY 1955, IS A STANDARD DISK SET
 SY3483'IN CONCRETE 4 INCHES BELOW THE SURFACE OF THE LAWN, 64.6 FEET
 SY3483'NORTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 14524, 46.0 FEET
 SY3483'SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 54 FEET WEST OF
 SY3483'THE PROJECTED CENTERLINE OF 10TH AVENUE WEST, 28 FEET NORTH OF THE
 SY3483'PROJECTED CENTERLINE OF 146TH STREET SOUTHWEST, 37.9 FEET
 SY3483'EAST OF THE NORTHEAST CORNER OF THE FIREPLACE CHIMNEY AND 4.3
 SY3483'FEET SOUTH OF THE PROJECTED NORTH SIDE OF THE FIREPLACE
 SY3483'CHIMNEY.
 SY3483'
 SY3483'REFERENCE MARK NO. 1, STAMPED ASHWAY NO 1 1955, IS A STANDARD
 SY3483'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND, 108.3
 SY3483'FEET NORTHEAST OF THE STATION, 108 FEET NORTH OF THE CENTER OF
 SY3483'146TH STREET SOUTHWEST, 20 FEET EAST OF THE CENTERLINE OF 10TH
 SY3483'AVENUE WEST, AND 2 FEET NORTH OF THE PROJECTED NORTH SIDE OF
 SY3483'HOUSE 14525 10TH AVENUE SOUTHWEST.
 SY3483'
 SY3483'REFERENCE MARK NO. 2, STAMPED ASHWAY NO 2 1955, IS A STANDARD DISK
 SY3483'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND, 29 FEET SOUTH
 SY3483'OF THE CENTER OF 146TH STREET SOUTHWEST, 24 FEET EAST OF THE
 SY3483'PROJECTED CENTERLINE OF 10TH AVENUE WEST AND 2 FEET SOUTHWEST OF
 SY3483'A POWER POLE.
 SY3483'
 SY3483'THE AZIMUTH MARK WAS NOT FOUND.  ITS PROBABLE LOCATION WOULD
 SY3483'HAVE BEEN IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF 10TH
 SY3483'AVENUE WEST AND 43RD STREET SOUTHWEST.
 SY3483
 SY3483                          STATION RECOVERY (1971)
 SY3483
 SY3483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SY3483'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS
 SY3483'DESCRIBED BY N.E.T. IN 1968.  THE AZIMUTH MARK WAS NOT FOUND.  NO
 SY3483'TRIANGULATION OR INTERSECTION STATIONS VISIBLE FROM THE GROUND,
 SY3483'FROM WHICH TO OBTAIN AN AZIMUTH TO A NEW MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1585 ***********************************************************************
 RZ1585  DESIGNATION -  ASOTIN
 RZ1585  PID         -  RZ1585
 RZ1585  STATE/COUNTY-  WA/ASOTIN
 RZ1585  USGS QUAD   -  CLARKSTON (1971)
 RZ1585
 RZ1585                         *CURRENT SURVEY CONTROL
 RZ1585  ___________________________________________________________________
 RZ1585* NAD 83(1991)-  46 25 26.46120(N)    117 02 39.88206(W)     ADJUSTED  
 RZ1585* NAVD 88     -       235.9    (meters)     774.     (feet)  VERTCON   
 RZ1585  ___________________________________________________________________
 RZ1585  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 RZ1585  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 RZ1585
 RZ1585  HORZ ORDER  -  SECOND
 RZ1585
 RZ1585.The horizontal coordinates were established by classical geodetic methods
 RZ1585.and adjusted by the National Geodetic Survey in December 1991..
 RZ1585
 RZ1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1585
 RZ1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1585
 RZ1585.The geoid height was determined by GEOID03.
 RZ1585
 RZ1585;                    North         East     Units Scale Factor Converg.
 RZ1585;SPC WA S     -   127,046.129   765,522.603   MT  0.99991853   +2 30 36.4
 RZ1585;SPC WA S     -   416,817.17  2,511,552.07   sFT  0.99991853   +2 30 36.4
 RZ1585;SPC ID W     -   529,383.227   700,506.318   MT  1.00005497   -0 56 16.2
 RZ1585;UTM  11      - 5,141,161.402   496,587.464   MT  0.99960014   -0 01 55.8
 RZ1585
 RZ1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1585!SPC WA S     -   0.99996590  x   0.99991853  =   0.99988443
 RZ1585!SPC ID W     -   0.99996590  x   1.00005497  =   1.00002087
 RZ1585!UTM  11      -   0.99996590  x   0.99960014  =   0.99956605
 RZ1585
 RZ1585|---------------------------------------------------------------------|
 RZ1585| PID    Reference Object                     Distance      Geod. Az  |
 RZ1585|                                                           dddmmss.s |
 RZ1585| RZ1888 ASOTIN RM 1                          29.218 METERS 04759     |
 RZ1585| RZ1854 LEWISTON POTLATCH CORP STACK        APPROX. 5.5 KM 0823320.2 |
 RZ1585| RZ1850 LEWISTON POTLACH LUMBER CO STK      APPROX. 5.8 KM 0883743.2 |
 RZ1585| RZ1889 ASOTIN RM 2                          23.330 METERS 11131     |
 RZ1585| RZ1599 LEWISTON NEZ PERCE CO APT TWR       APPROX. 6.0 KM 1525221.6 |
 RZ1585| RZ1076 S 262                               441.533 METERS 2973159.1 |
 RZ1585|---------------------------------------------------------------------|
 RZ1585
 RZ1585                          SUPERSEDED SURVEY CONTROL
 RZ1585
 RZ1585  NAD 83(1991)-  46 25 26.46121(N)    117 02 39.88207(W) AD(       ) 2
 RZ1585  NAD 83(1986)-  46 25 26.46926(N)    117 02 39.87562(W) AD(       ) 2
 RZ1585  NAD 27      -  46 25 26.88300(N)    117 02 36.30600(W) AD(       ) 2
 RZ1585  NGVD 29 (07/19/86)  234.9    (m)          771.     (f) VERT ANG       
 RZ1585
 RZ1585.Superseded values are not recommended for survey control.
 RZ1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1585.See file dsdata.txt to determine how the superseded data were derived.
 RZ1585
 RZ1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM9658741161(NAD 83)
 RZ1585_MARKER: DS = TRIANGULATION STATION DISK
 RZ1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1585_SP_SET: CONCRETE POST
 RZ1585_STAMPING: ASOTIN 1945
 RZ1585_MARK LOGO: CGS   
 RZ1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1585+STABILITY: SURFACE MOTION
 RZ1585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1585+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1989
 RZ1585
 RZ1585  HISTORY     - Date     Condition        Report By
 RZ1585  HISTORY     - 1945     MONUMENTED       CGS
 RZ1585  HISTORY     - 1945     GOOD             CGS
 RZ1585  HISTORY     - 1949     GOOD             CGS
 RZ1585  HISTORY     - 1964     GOOD             CGS
 RZ1585  HISTORY     - 1974     GOOD             NGS
 RZ1585  HISTORY     - 1977     GOOD             NOS
 RZ1585  HISTORY     - 19890812 GOOD             NGS
 RZ1585  HISTORY     - 20060528 POOR             GEOCAC
 RZ1585
 RZ1585                          STATION DESCRIPTION
 RZ1585
 RZ1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ1585'STATION IS LOCATED IN CLARKSTON AND AT THE E END OF THE ASOTIN
 RZ1585'COUNTY AIRPORT.  IT IS ABOUT 1/4 MILE E OF THE E END OF THE E-W
 RZ1585'RUNWAY, 1/4 MILE N OF U.S. HIGHWAY 410, AND AT A FENCE CORNER NEAR
 RZ1585'THE N END.  IT IS ON THE W SIDE OF FIFTH STREET.
 RZ1585'
 RZ1585'TO REACH FROM THE W END OF THE SNAKE RIVER BRIDGE, BETWEEN
 RZ1585'LEWISTON AND CLARKSTON, GO W ON U.S. HIGHWAY 410 FOR 0.3 MILE TO
 RZ1585'FIFTH STREET IN CLARKSTON.  TURN RIGHT, N, ONTO FIFTH STREET AND
 RZ1585'GO 0.25 MILE TO STATION ON LEFT, NEAR CORNER OF FIELD.
 RZ1585'
 RZ1585'THE STATION MARK, STAMPED ASOTIN 1945, IS A BRONZE STATION DISK
 RZ1585'SET IN A BLOCK OF CONCRETE 12 INCHES SQUARE, AND 8 INCHES BELOW
 RZ1585'THE SURFACE OF THE GROUND.  IT IS 14 METERS W OF THE CENTER OF
 RZ1585'FIFTH STREET AND 1.15 METERS NW OF THE CORNER POST OF THE FENCE
 RZ1585'LINES.  UNDERGROUND MARK IS A BRONZE STATION DISK IN CONCRETE.
 RZ1585'
 RZ1585'REFERENCE MARK 1, STAMPED ASOTIN NO 1 1945, IS A BRONZE REFERENCE
 RZ1585'DISK SET IN A 10-INCH SQUARE BLOCK OF CONCRETE PROJECTING ABOUT
 RZ1585'2 INCHES ABOVE THE SURFACE.  IT IS 8-1/2 METERS E OF THE CENTER
 RZ1585'OF FIFTH STREET, AT A POINT ABOUT 10 METERS S OF WHERE IT TURNS
 RZ1585'W TOWARD THE AIRPORT, AND 1-1/2 FEET W OF A FENCE LINE.
 RZ1585'
 RZ1585'REFERENCE MARK 2, STAMPED ASOTIN NO 2 1945, IS A BRONZE REFERENCE
 RZ1585'DISK SET IN A 10-INCH SQUARE BLOCK OF CONCRETE PROJECTING 4 INCHES
 RZ1585'ABOVE THE SURFACE.  IT IS 8-1/2 METERS E OF THE CENTER OF FIFTH
 RZ1585'STREET AND 1-1/2 FEET W OF A FENCE LINE.
 RZ1585'
 RZ1585'A BRONZE BENCH-MARK DISK, STAMPED S 262 1944, SERVES AS THE
 RZ1585'AZIMUTH MARK FOR THIS STATION.  THE MARK IS AN IRON DISK SET IN AN
 RZ1585'8-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 RZ1585'SURFACE.  IT IS 11 METERS N OF THE CENTER OF THE ROAD LEADING TO
 RZ1585'THE AIRPORT AND 1 FOOT S OF AN E-W FENCE LINE.  TO REACH FROM THE
 RZ1585'STATION, GO W ON THE ROAD LEADING TO THE AIRPORT 0.3 MILE TO THE
 RZ1585'BENCH MARK ON RIGHT, 1/4 MILE BEFORE REACHING THE NEAREST
 RZ1585'HANGAR AT THE AIRPORT.
 RZ1585'
 RZ1585'NO WITNESS MARK WAS SET.
 RZ1585
 RZ1585                          STATION RECOVERY (1945)
 RZ1585
 RZ1585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 RZ1585'RECOVERED IN GOOD CONDITION.
 RZ1585
 RZ1585                          STATION RECOVERY (1949)
 RZ1585
 RZ1585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GBG)
 RZ1585'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY A.N.S. IN 1945.
 RZ1585'
 RZ1585'THE DESCRIPTIONS ARE ADEQUATE.
 RZ1585
 RZ1585                          STATION RECOVERY (1964)
 RZ1585
 RZ1585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DVS)
 RZ1585'THE STATION, RM 1 AND 2, AND THE AZIMUTH MARK WERE RECOVERED IN
 RZ1585'GOOD CONDITION AS DESCRIBED.
 RZ1585
 RZ1585                          STATION RECOVERY (1974)
 RZ1585
 RZ1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 RZ1585'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 RZ1585'IN GOOD CONDITION.  HOWEVER REFERENCE MARK 1 MONUMENT WAS CHIPPED
 RZ1585'AND MAY HAVE BEEN MOVED SLIGHTLY.
 RZ1585'
 RZ1585'LOCATED IN THE NORTH SECTION OF THE CITY OF CLARKSTON, AT THE
 RZ1585'EAST END ON THE OLD ASOTIN COUNTY AIRPORT, ON THE OPPOSITE SIDE OF
 RZ1585'THE STREET (WEST OF) THE DRIVE-IN THEATER, ALONG THE WEST SIDE OF
 RZ1585'FIFTH STREET AND AT THE SOUTHWEST CORNER OF THE JUNCTION OF THE
 RZ1585'STREET WITH A GRAVEL ROAD LEADING WEST TO A LITTLE LEAGUE BALL
 RZ1585'FIELD.
 RZ1585'
 RZ1585'THE STATION IS A STANDARD DISK STAMPED ASOTIN 1945 SET IN THE TOP
 RZ1585'OF A 12 INCH SQUARE, CONCRETE MONUMENT, 8 INCHES BELOW THE SURFACE
 RZ1585'OF THE GROUND, 46 FEET WEST OF THE CENTERLINE OF FIFTH STREET, 4
 RZ1585'FEET NORTHWEST OF A FENCE CORNER AND 2.6 FEET NORTH OF A STEEL
 RZ1585'WITNESS POST.
 RZ1585'
 RZ1585'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ASOTIN NO 1 1945 SET
 RZ1585'IN THE TOP OF 10 INCH SQUARE, CONCRETE MONUMENT, PROJECTING 2
 RZ1585'INCHES ABOVE THE SURFACE OF THE GROUND, 28 FEET EAST OF THE
 RZ1585'CENTERLINE OF FIFTH STREET.
 RZ1585'
 RZ1585'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ASOTIN NO 2 1945 SET
 RZ1585'IN THE TOP OF A 10 INCH SQUARE, CONCRETE MONUMENT, PROJECTING 2
 RZ1585'INCHES ABOVE THE SURFACE OF THE GROUND, 28 FEET EAST OF THE
 RZ1585'CENTERLINE OF FIFTH STREET AND 1-1/2 FEET WEST OF A WIRE FENCE
 RZ1585'LINE.
 RZ1585'
 RZ1585'THE AZIMUTH MARK IS AN IRON USC AND GS BM DISK STAMPED S 262 1944
 RZ1585'SET IN THE TOP OF AN 8 INCH, SQUARE CONCRETE MONUMENT, PROJECTING
 RZ1585'1 INCH ABOVE THE SURFACE OF THE GROUND, 38 FEET NORTH OF THE
 RZ1585'CENTERLINE OF THE PAVED ROAD, 2.2 FEET EAST OF A STEEL WITNESS
 RZ1585'POST AND IN A WIRE FENCE LINE.
 RZ1585'
 RZ1585'TO REACH THE STATION FROM THE INTERSECTION OF BRIDGE STREET AND
 RZ1585'FIFTH STREET IN CLARKSTON, GO NORTH ON FIFTH STREET FOR 0.3 MILE
 RZ1585'AND THE STATION ON THE LEFT.
 RZ1585'
 RZ1585'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH AND
 RZ1585'WEST ALONG FIFTH STREET FOR 0.3 MILE AND THE STATION (AZ. MK.) ON
 RZ1585'THE RIGHT.  A POSITION WAS COMPUTED FOR THE AZIMUTH MARK.
 RZ1585'
 RZ1585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ1585'AT CLARKSTON.
 RZ1585
 RZ1585                          STATION RECOVERY (1977)
 RZ1585
 RZ1585'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 RZ1585'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK (BM 2 262) WERE
 RZ1585'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1974.
 RZ1585
 RZ1585                          STATION RECOVERY (1989)
 RZ1585
 RZ1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RZ1585'THE STATION IS LOCATED ABOUT 46.7 KM (29.0 MI) EAST OF POMEROY, 32.0
 RZ1585'KM (19.9 MI) SOUTH OF PULLMAN, 9.7 KM (6.0 MI) NORTH OF ASOTIN AND IN
 RZ1585'THE CITY OF CLARKSTON ON STREET RIGHT-OF-WAY.
 RZ1585'TO REACH FROM THE WEST END OF THE BRIDGE OVER THE SNAKE RIVER IN
 RZ1585'CLARKSTON, GO WEST ON US HIGHWAY 12 FOR 0.48 KM (0.30 MI) TO THE
 RZ1585'INTERSECTION OF FIFTH STREET.  TURN RIGHT AND GO NORTH ON FIFTH
 RZ1585'STREET FOR 0.32 KM (0.20 MI) TO A POINT WHERE THE MAIN ROAD CURVES
 RZ1585'LEFT.  CONTINUE AHEAD, NORTH FOR 0.16 KM (0.10 MI) TO A SIDE ROAD
 RZ1585'RIGHT AND THE STATION ON THE LEFT.
 RZ1585'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 RZ1585'RECESSED 15 CM (6 INCHES) BELOW THE GROUND SURFACE.  IT IS 14.0 M
 RZ1585'(45.9 FT) WEST OF THE CENTER OF THE STREET, 8.0 M (26.2 FT) NORTH OF
 RZ1585'A WELL AND 0.6 M (2.0 FT) SOUTH OF A WITNESS POST.
 RZ1585
 RZ1585                          STATION RECOVERY (2006)
 RZ1585
 RZ1585'RECOVERY NOTE BY GEOCACHING 2006 (JLH)
 RZ1585'DISK IS 4 INCHES BELOW SURFACE AND SCRAPED BY MACHINERY OR EQUIPMENT.
 RZ1585'VISIBLE READING ON TRI STATION DISK IS -SOTIN 194-. NO ATTEMPT AT
 RZ1585'LOCATING AZ OR REF DISKS. WITNESS POST AND SIGNAGE IN POOR CONDITION
 RZ1585'2.5 FT SSW FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4283 ***********************************************************************
 SY4283  DESIGNATION -  ATLANTA
 SY4283  PID         -  SY4283
 SY4283  STATE/COUNTY-  WA/KING
 SY4283  USGS QUAD   -  POVERTY BAY (1994)
 SY4283
 SY4283                         *CURRENT SURVEY CONTROL
 SY4283  ___________________________________________________________________
 SY4283* NAD 83(1991)-  47 35 30.32346(N)    122 20 33.14689(W)     ADJUSTED  
 SY4283* NAVD 88     -                                                        
 SY4283  ___________________________________________________________________
 SY4283  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 SY4283  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4283
 SY4283  HORZ ORDER  -  THIRD
 SY4283
 SY4283.The horizontal coordinates were established by classical geodetic methods
 SY4283.and adjusted by the National Geodetic Survey in December 1991..
 SY4283
 SY4283
 SY4283.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4283
 SY4283.The geoid height was determined by GEOID03.
 SY4283
 SY4283;                    North         East     Units Scale Factor Converg.
 SY4283;SPC WA N     -    66,905.672   386,498.265   MT  0.99998415   -1 07 25.1
 SY4283;SPC WA N     -   219,506.36  1,268,036.39   sFT  0.99998415   -1 07 25.1
 SY4283;UTM  10      - 5,271,136.677   549,429.075   MT  0.99963002   +0 29 07.6
 SY4283
 SY4283                          SUPERSEDED SURVEY CONTROL
 SY4283
 SY4283  NAD 83(1986)-  47 35 30.31755(N)    122 20 33.15269(W) AD(       ) 4
 SY4283  NAD 27      -  47 35 30.96400(N)    122 20 28.70300(W) AD(       ) 3
 SY4283
 SY4283.Superseded values are not recommended for survey control.
 SY4283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4283.See file dsdata.txt to determine how the superseded data were derived.
 SY4283
 SY4283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4942971137(NAD 83)
 SY4283
 SY4283  HISTORY     - Date     Condition        Report By
 SY4283  HISTORY     - 1914     MONUMENTED       CGS
 SY4283  HISTORY     - 1919     SEE DESCRIPTION  CGS
 SY4283
 SY4283                          STATION DESCRIPTION
 SY4283
 SY4283'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (GTR)
 SY4283'STATION IS THE FRONT GABLE OF THE ATLANTA PARK PAVILION, E SHORE OF
 SY4283'THE LAKE.
 SY4283
 SY4283                          STATION RECOVERY (1919)
 SY4283
 SY4283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY4283'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3754 ***********************************************************************
 SY3754  DESIGNATION -  ATLANTA ATLANTA PARK PAV F GAB
 SY3754  PID         -  SY3754
 SY3754  STATE/COUNTY-  WA/KING
 SY3754  USGS QUAD   -  
 SY3754
 SY3754                         *CURRENT SURVEY CONTROL
 SY3754  ___________________________________________________________________
 SY3754* NAD 83(1991)-  47 39 23.67740(N)    122 12 20.11046(W)     ADJUSTED  
 SY3754* NAVD 88     -                                                        
 SY3754  ___________________________________________________________________
 SY3754  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 SY3754  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY3754
 SY3754  HORZ ORDER  -  THIRD
 SY3754
 SY3754.The horizontal coordinates were established by classical geodetic methods
 SY3754.and adjusted by the National Geodetic Survey in December 1991..
 SY3754
 SY3754
 SY3754.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3754
 SY3754.The geoid height was determined by GEOID03.
 SY3754
 SY3754;                    North         East     Units Scale Factor Converg.
 SY3754;SPC WA N     -    73,918.491   396,925.450   MT  0.99997447   -1 01 18.0
 SY3754;SPC WA N     -   242,514.25  1,302,246.25   sFT  0.99997447   -1 01 18.0
 SY3754;UTM  10      - 5,278,437.003   559,651.741   MT  0.99964373   +0 35 13.9
 SY3754
 SY3754                          SUPERSEDED SURVEY CONTROL
 SY3754
 SY3754  NAD 83(1986)-  47 39 23.67027(N)    122 12 20.11576(W) AD(       ) 4
 SY3754  NAD 27      -  47 39 24.31500(N)    122 12 15.67300(W) AD(       ) 3
 SY3754
 SY3754.Superseded values are not recommended for survey control.
 SY3754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3754.See file dsdata.txt to determine how the superseded data were derived.
 SY3754
 SY3754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5965278437(NAD 83)
 SY3754
 SY3754  HISTORY     - Date     Condition        Report By
 SY3754  HISTORY     - 1914     MONUMENTED       CGS
 SY3754  HISTORY     - 1919     SEE DESCRIPTION  CGS
 SY3754
 SY3754                          STATION DESCRIPTION
 SY3754
 SY3754'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (GTR)
 SY3754'STATION IS THE FRONT GABLE OF THE ATLANTA PARK PAVILLION, E SHORE
 SY3754'OF THE LAKE.
 SY3754
 SY3754                          STATION RECOVERY (1919)
 SY3754
 SY3754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3754'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1755 ***********************************************************************
 SY1755  DESIGNATION -  ATOM
 SY1755  PID         -  SY1755
 SY1755  STATE/COUNTY-  WA/MASON
 SY1755  USGS QUAD   -  SHELTON (1981)
 SY1755
 SY1755                         *CURRENT SURVEY CONTROL
 SY1755  ___________________________________________________________________
 SY1755* NAD 83(1991)-  47 12 19.68901(N)    123 02 18.88497(W)     ADJUSTED  
 SY1755* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY1755  ___________________________________________________________________
 SY1755  LAPLACE CORR-          -7.94  (seconds)                    DEFLEC99
 SY1755  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SY1755
 SY1755  HORZ ORDER  -  THIRD
 SY1755
 SY1755.The horizontal coordinates were established by classical geodetic methods
 SY1755.and adjusted by the National Geodetic Survey in December 1991..
 SY1755
 SY1755.The orthometric height was scaled from a topographic map.
 SY1755
 SY1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1755
 SY1755.The geoid height was determined by GEOID03.
 SY1755
 SY1755;                    North         East     Units Scale Factor Converg.
 SY1755;SPC WA S     -   211,189.434   307,705.594   MT  0.99997326   -1 50 38.4
 SY1755;SPC WA S     -   692,877.33  1,009,530.77   sFT  0.99997326   -1 50 38.4
 SY1755;UTM  10      - 5,227,998.287   497,078.260   MT  0.99960010   -0 01 41.9
 SY1755
 SY1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1755!SPC WA S     -   1.00000292  x   0.99997326  =   0.99997618
 SY1755!UTM  10      -   1.00000292  x   0.99960010  =   0.99960302
 SY1755
 SY1755|---------------------------------------------------------------------|
 SY1755| PID    Reference Object                     Distance      Geod. Az  |
 SY1755|                                                           dddmmss.s |
 SY1755| DD9344 ATOM RM 2                            11.780 METERS 15745     |
 SY1755| DD9343 ATOM RM 1                            11.641 METERS 25304     |
 SY1755| SY1752 BONE                                APPROX. 0.6 KM 2640828.4 |
 SY1755| SY1746 BROM RESET                          407.010 METERS 3180210.5 |
 SY1755|---------------------------------------------------------------------|
 SY1755
 SY1755                          SUPERSEDED SURVEY CONTROL
 SY1755
 SY1755  NAD 83(1986)-  47 12 19.68789(N)    123 02 18.89238(W) AD(       ) 3
 SY1755  NAD 27      -  47 12 20.34000(N)    123 02 14.36300(W) AD(       ) 3
 SY1755
 SY1755.Superseded values are not recommended for survey control.
 SY1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1755.See file dsdata.txt to determine how the superseded data were derived.
 SY1755
 SY1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9707827998(NAD 83)
 SY1755_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1755
 SY1755  HISTORY     - Date     Condition        Report By
 SY1755  HISTORY     - 1936     MONUMENTED       CGS
 SY1755  HISTORY     - 1948     SEE DESCRIPTION  WADPL
 SY1755
 SY1755                          STATION DESCRIPTION
 SY1755
 SY1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1755'THE STATION IS LOCATED ON THE S SIDE OF THE INLET ON A SANDY POINT
 SY1755'ABOUT 1 MILE W OF CHURCH LIGHT.  THERE IS A SMALL BIGHT JUST E OF
 SY1755'THE STATION.  IT IS 16 FEET OUTSIDE OF HIGH-WATER LINE AND COVERS
 SY1755'ABOUT 3 FEET AT HIGH WATER.  IT PROJECTS 3 INCHES ABOVE THE
 SY1755'SURFACE.
 SY1755'
 SY1755'SURFACE, UNDERGROUND, AND REFERENCE MARKS NO.1 AND NO.2 ARE
 SY1755'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY1755'7A, AND 11A.
 SY1755'
 SY1755'REFERENCE MARK NO.1 IS SET W OF THE STATION ABOUT 18 FEET OUTSIDE
 SY1755'OF THE HIGH-WATER LINE.  IT PROJECTS ABOUT 3 INCHES ABOVE THE LEVEL
 SY1755'BEACH.
 SY1755'
 SY1755'REFERENCE MARK NO.2 IS SET INSHORE FROM THE STATION ABOUT 8 FEET
 SY1755'BACK OF THE HIGH-WATER LINE.  IT PROJECTS ABOUT 3 INCHES ABOVE THE
 SY1755'SURFACE.
 SY1755
 SY1755                          STATION RECOVERY (1948)
 SY1755
 SY1755'RECOVERY NOTE BY WA DEPT OF PUB LANDS 1948 (JWT)
 SY1755'STATION WAS VISITED ON JULY 19, 1948.  STATION AND REFERENCE MARK 1
 SY1755'DESTROYED.  MONUMENTS LYING ON THE BEACH.  REFERENCE MARK 2 COULD
 SY1755'NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2400 ***********************************************************************
 SA2400  DESIGNATION -  ATOMIC ENERGY PLANT S STACK
 SA2400  PID         -  SA2400
 SA2400  STATE/COUNTY-  WA/BENTON
 SA2400  USGS QUAD   -  GABLE BUTTE (1986)
 SA2400
 SA2400                         *CURRENT SURVEY CONTROL
 SA2400  ___________________________________________________________________
 SA2400* NAD 83(1991)-  46 32 58.20301(N)    119 32 08.89452(W)     ADJUSTED  
 SA2400* NAVD 88     -                                                        
 SA2400  ___________________________________________________________________
 SA2400  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 SA2400  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SA2400
 SA2400  HORZ ORDER  -  THIRD
 SA2400
 SA2400.The horizontal coordinates were established by classical geodetic methods
 SA2400.and adjusted by the National Geodetic Survey in December 1991..
 SA2400
 SA2400
 SA2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2400
 SA2400.The geoid height was determined by GEOID03.
 SA2400
 SA2400;                    North         East     Units Scale Factor Converg.
 SA2400;SPC WA S     -   135,628.575   573,938.843   MT  0.99991479   +0 42 01.4
 SA2400;SPC WA S     -   444,974.75  1,882,997.69   sFT  0.99991479   +0 42 01.4
 SA2400;UTM  11      - 5,158,227.739   305,602.979   MT  1.00006453   -1 50 29.4
 SA2400
 SA2400                          SUPERSEDED SURVEY CONTROL
 SA2400
 SA2400  NAD 83(1991)-  46 32 58.21484(N)    119 32 08.91217(W) AD(       ) 4
 SA2400  NAD 83(1986)-  46 32 58.21212(N)    119 32 08.88324(W) AD(       ) 4
 SA2400  NAD 27      -  46 32 58.72288(N)    119 32 04.79303(W) AD(       ) 3
 SA2400
 SA2400.Superseded values are not recommended for survey control.
 SA2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2400.See file dsdata.txt to determine how the superseded data were derived.
 SA2400
 SA2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM0560358228(NAD 83)
 SA2400_MARKER: 63 = STACK
 SA2400
 SA2400  HISTORY     - Date     Condition        Report By
 SA2400  HISTORY     - 1947     FIRST OBSERVED   CGS
 SA2400
 SA2400                          STATION DESCRIPTION
 SA2400
 SA2400'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2401 ***********************************************************************
 SA2401  DESIGNATION -  ATOMIC ENERGY PLANT N STACK
 SA2401  PID         -  SA2401
 SA2401  STATE/COUNTY-  WA/BENTON
 SA2401  USGS QUAD   -  GABLE BUTTE (1986)
 SA2401
 SA2401                         *CURRENT SURVEY CONTROL
 SA2401  ___________________________________________________________________
 SA2401* NAD 83(1991)-  46 32 58.92044(N)    119 32 08.87293(W)     ADJUSTED  
 SA2401* NAVD 88     -                                                        
 SA2401  ___________________________________________________________________
 SA2401  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 SA2401  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SA2401
 SA2401  HORZ ORDER  -  THIRD
 SA2401
 SA2401.The horizontal coordinates were established by classical geodetic methods
 SA2401.and adjusted by the National Geodetic Survey in December 1991..
 SA2401
 SA2401
 SA2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2401
 SA2401.The geoid height was determined by GEOID03.
 SA2401
 SA2401;                    North         East     Units Scale Factor Converg.
 SA2401;SPC WA S     -   135,650.730   573,939.032   MT  0.99991479   +0 42 01.4
 SA2401;SPC WA S     -   445,047.44  1,882,998.31   sFT  0.99991479   +0 42 01.4
 SA2401;UTM  11      - 5,158,249.867   305,604.150   MT  1.00006452   -1 50 29.4
 SA2401
 SA2401                          SUPERSEDED SURVEY CONTROL
 SA2401
 SA2401  NAD 83(1991)-  46 32 58.92506(N)    119 32 08.88724(W) AD(       ) 4
 SA2401  NAD 83(1986)-  46 32 58.92954(N)    119 32 08.86165(W) AD(       ) 4
 SA2401  NAD 27      -  46 32 59.43991(N)    119 32 04.77266(W) AD(       ) 3
 SA2401
 SA2401.Superseded values are not recommended for survey control.
 SA2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2401.See file dsdata.txt to determine how the superseded data were derived.
 SA2401
 SA2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM0560458250(NAD 83)
 SA2401_MARKER: 63 = STACK
 SA2401
 SA2401  HISTORY     - Date     Condition        Report By
 SA2401  HISTORY     - 1947     FIRST OBSERVED   CGS
 SA2401
 SA2401                          STATION DESCRIPTION
 SA2401
 SA2401'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2410 ***********************************************************************
 SA2410  DESIGNATION -  ATOMIC ENERGY PLANT WEST STACK
 SA2410  PID         -  SA2410
 SA2410  STATE/COUNTY-  WA/BENTON
 SA2410  USGS QUAD   -  VERNITA BRIDGE (1986)
 SA2410
 SA2410                         *CURRENT SURVEY CONTROL
 SA2410  ___________________________________________________________________
 SA2410* NAD 83(1991)-  46 37 57.91535(N)    119 39 06.69910(W)     ADJUSTED  
 SA2410* NAVD 88     -                                                        
 SA2410  ___________________________________________________________________
 SA2410  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 SA2410  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SA2410
 SA2410  HORZ ORDER  -  THIRD
 SA2410
 SA2410.The horizontal coordinates were established by classical geodetic methods
 SA2410.and adjusted by the National Geodetic Survey in December 1991..
 SA2410
 SA2410
 SA2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2410
 SA2410.The geoid height was determined by GEOID03.
 SA2410
 SA2410;                    North         East     Units Scale Factor Converg.
 SA2410;SPC WA S     -   144,779.696   564,939.952   MT  0.99991494   +0 36 57.9
 SA2410;SPC WA S     -   474,998.05  1,853,473.83   sFT  0.99991494   +0 36 57.9
 SA2410;UTM  11      - 5,167,770.779   297,017.545   MT  1.00010646   -1 55 42.5
 SA2410
 SA2410                          SUPERSEDED SURVEY CONTROL
 SA2410
 SA2410  NAD 83(1986)-  46 37 57.92454(N)    119 39 06.68786(W) AD(       ) 4
 SA2410  NAD 27      -  46 37 58.43907(N)    119 39 02.57567(W) AD(       ) 3
 SA2410
 SA2410.Superseded values are not recommended for survey control.
 SA2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2410.See file dsdata.txt to determine how the superseded data were derived.
 SA2410
 SA2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9701867771(NAD 83)
 SA2410_MARKER: 63 = STACK
 SA2410
 SA2410  HISTORY     - Date     Condition        Report By
 SA2410  HISTORY     - 1947     FIRST OBSERVED   CGS
 SA2410
 SA2410                          STATION DESCRIPTION
 SA2410
 SA2410'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2411 ***********************************************************************
 SA2411  DESIGNATION -  ATOMIC ENERGY PLANT EAST STACK
 SA2411  PID         -  SA2411
 SA2411  STATE/COUNTY-  WA/BENTON
 SA2411  USGS QUAD   -  VERNITA BRIDGE (1986)
 SA2411
 SA2411                         *CURRENT SURVEY CONTROL
 SA2411  ___________________________________________________________________
 SA2411* NAD 83(1991)-  46 37 57.91135(N)    119 39 05.50258(W)     ADJUSTED  
 SA2411* NAVD 88     -                                                        
 SA2411  ___________________________________________________________________
 SA2411  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 SA2411  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SA2411
 SA2411  HORZ ORDER  -  THIRD
 SA2411
 SA2411.The horizontal coordinates were established by classical geodetic methods
 SA2411.and adjusted by the National Geodetic Survey in December 1991..
 SA2411
 SA2411
 SA2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2411
 SA2411.The geoid height was determined by GEOID03.
 SA2411
 SA2411;                    North         East     Units Scale Factor Converg.
 SA2411;SPC WA S     -   144,779.846   564,965.401   MT  0.99991494   +0 36 58.8
 SA2411;SPC WA S     -   474,998.54  1,853,557.32   sFT  0.99991494   +0 36 58.8
 SA2411;UTM  11      - 5,167,769.799   297,042.980   MT  1.00010633   -1 55 41.6
 SA2411
 SA2411                          SUPERSEDED SURVEY CONTROL
 SA2411
 SA2411  NAD 83(1986)-  46 37 57.92047(N)    119 39 05.49141(W) AD(       ) 4
 SA2411  NAD 27      -  46 37 58.43566(N)    119 39 01.37873(W) AD(       ) 3
 SA2411
 SA2411.Superseded values are not recommended for survey control.
 SA2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2411.See file dsdata.txt to determine how the superseded data were derived.
 SA2411
 SA2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9704367770(NAD 83)
 SA2411_MARKER: 63 = STACK
 SA2411
 SA2411  HISTORY     - Date     Condition        Report By
 SA2411  HISTORY     - 1947     FIRST OBSERVED   CGS
 SA2411
 SA2411                          STATION DESCRIPTION
 SA2411
 SA2411'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0321 ***********************************************************************
 SA0321  DESIGNATION -  ATTALIA
 SA0321  PID         -  SA0321
 SA0321  STATE/COUNTY-  WA/WALLA WALLA
 SA0321  USGS QUAD   -  WALLULA (1992)
 SA0321
 SA0321                         *CURRENT SURVEY CONTROL
 SA0321  ___________________________________________________________________
 SA0321* NAD 83(1991)-  46 06 08.00838(N)    118 55 19.88009(W)     ADJUSTED  
 SA0321* NAVD 88     -       104.863  (meters)     344.04   (feet)  ADJUSTED  
 SA0321  ___________________________________________________________________
 SA0321  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 SA0321  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SA0321  DYNAMIC HT  -         104.865 (meters)     344.04  (feet)  COMP
 SA0321  MODELED GRAV-     980,631.5   (mgal)                       NAVD 88
 SA0321
 SA0321  HORZ ORDER  -  SECOND
 SA0321  VERT ORDER  -  FIRST     CLASS II
 SA0321
 SA0321.The horizontal coordinates were established by classical geodetic methods
 SA0321.and adjusted by the National Geodetic Survey in December 1991..
 SA0321
 SA0321.The orthometric height was determined by differential leveling
 SA0321.and adjusted by the National Geodetic Survey in June 1991..
 SA0321
 SA0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA0321
 SA0321.The geoid height was determined by GEOID03.
 SA0321
 SA0321.The dynamic height is computed by dividing the NAVD 88
 SA0321.geopotential number by the normal gravity value computed on the
 SA0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0321.degrees latitude (g = 980.6199 gals.).
 SA0321
 SA0321.The modeled gravity was interpolated from observed gravity values.
 SA0321
 SA0321;                    North         East     Units Scale Factor Converg.
 SA0321;SPC WA S     -    86,682.154   621,982.928   MT  0.99994989   +1 08 46.0
 SA0321;SPC WA S     -   284,389.70  2,040,622.32   sFT  0.99994989   +1 08 46.0
 SA0321;SPC OR N     -   271,848.644 2,621,992.789   MT  1.00002761   +1 07 08.3
 SA0321;SPC OR N     -   891,891.88  8,602,338.55   iFT  1.00002761   +1 07 08.3
 SA0321;UTM  11      - 5,107,201.494   351,435.833   MT  0.99987133   -1 23 07.2
 SA0321
 SA0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA0321!SPC WA S     -   0.99998696  x   0.99994989  =   0.99993685
 SA0321!SPC OR N     -   0.99998696  x   1.00002761  =   1.00001457
 SA0321!UTM  11      -   0.99998696  x   0.99987133  =   0.99985829
 SA0321
 SA0321                          SUPERSEDED SURVEY CONTROL
 SA0321
 SA0321  NAD 83(1991)-  46 06 08.00865(N)    118 55 19.87966(W) AD(       ) 2
 SA0321  NAD 83(1986)-  46 06 08.01491(N)    118 55 19.87227(W) AD(       ) 2
 SA0321  NAD 27      -  46 06 08.52400(N)    118 55 15.86700(W) AD(       ) 2
 SA0321  NGVD 29 (??/??/92)  103.849  (m)          340.71   (f) ADJ UNCH    1 2
 SA0321
 SA0321.Superseded values are not recommended for survey control.
 SA0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0321.See file dsdata.txt to determine how the superseded data were derived.
 SA0321
 SA0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM5143607201(NAD 83)
 SA0321_MARKER: DD = SURVEY DISK
 SA0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0321_STAMPING: ATTALIA 1941
 SA0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0321+STABILITY: SURFACE MOTION
 SA0321
 SA0321  HISTORY     - Date     Condition        Report By
 SA0321  HISTORY     - 1941     MONUMENTED       USE
 SA0321  HISTORY     - 1941     GOOD             DOD
 SA0321  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SA0321  HISTORY     - 1964     SEE DESCRIPTION  USGS
 SA0321  HISTORY     - 1981     MARK NOT FOUND   NGS
 SA0321
 SA0321                          STATION DESCRIPTION
 SA0321
 SA0321'DESCRIBED BY US ENGINEERS 1941 (CWW)
 SA0321'ABOUT 700 FT N.W. OF N.P.R.R. STATION AT ATTALIA IN S.W. CORNER
 SA0321'OF INTERSECTION OF PAVED ROAD AND N.P.R.R. 30 FT SO. OF CL OF ROAD,
 SA0321'80 FT WEST OF MAINLINE TRACK OF N.P.R.R., 14 FT SO. OF POWER
 SA0321'POLE.  STANDARD U.S.E. BRONZE DISC SET IN CONCRETE POST
 SA0321'PROJECTING 6 IN ABOVE GROUND STAMPED ATTALIA 1941.
 SA0321
 SA0321                          STATION RECOVERY (1941)
 SA0321
 SA0321'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1941
 SA0321'IN ATTALIA.
 SA0321'AT ATTALIA, WALLA WALLA COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 519
 SA0321'FEET NORTHWEST OF THE NORTHWEST END OF THE STATION, AT A PAVED-ROAD
 SA0321'CROSSING, 60 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 34 FEET SOUTHEAST
 SA0321'OF THE CENTERLINE OF THE PAVED ROAD, 13 FEET SOUTHEAST OF A POWER
 SA0321'POLE, AND 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A CORPS OF
 SA0321'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED ATTALIA 1941 AND SET IN
 SA0321'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 SA0321
 SA0321                          STATION RECOVERY (1956)
 SA0321
 SA0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 SA0321'THE STATION WAS SEARCHED FOR BUT WAS NOT FOUND.  THE AREA IN WHICH
 SA0321'THE STATION WAS LOCATED HAS BEEN FILLED WITH THE CONSTRUCTION
 SA0321'OF A HARBOR AND IT IS POSSIBLE THAT THE STATION WAS COVERED.  ALL
 SA0321'REFERENCE POINTS HAVE BEEN DESTROYED BY THE FLOODING OF THE LAKE
 SA0321'BEHIND MC NARY DAM AND THE CONSTRUCTION OF THE HARBOR.
 SA0321
 SA0321                          STATION RECOVERY (1964)
 SA0321
 SA0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SA0321'STATION WAS NOT RECOVERED.  IT HAS BEEN, EVIDENTLY, COVERED
 SA0321'UP.  THE ENTIRE AREA HAS BEEN LEVELED AND FILLED IN BY GRADING
 SA0321'OPERATIONS FOR THE CONSTRUCTION OF HARBOR FACILITIES FOR A LARGE
 SA0321'PAPER MILL, ON WHOSE PROPERTY THE STATION WAS LOCATED.
 SA0321
 SA0321                          STATION RECOVERY (1981)
 SA0321
 SA0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0321'NOT RECOVERED. MARK BELIEVED UNDER WATER LEVEL RAISED BY THE
 SA0321'CONSTRUCTION OF MCNARY DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2522 ***********************************************************************
 SY2522  DESIGNATION -  AUBURN
 SY2522  PID         -  SY2522
 SY2522  STATE/COUNTY-  WA/KING
 SY2522  USGS QUAD   -  POVERTY BAY (1994)
 SY2522
 SY2522                         *CURRENT SURVEY CONTROL
 SY2522  ___________________________________________________________________
 SY2522* NAD 83(1991)-  47 18 32.56163(N)    122 15 26.21653(W)     ADJUSTED  
 SY2522* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 SY2522  ___________________________________________________________________
 SY2522  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 SY2522  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SY2522
 SY2522  HORZ ORDER  -  SECOND
 SY2522
 SY2522.The horizontal coordinates were established by classical geodetic methods
 SY2522.and adjusted by the National Geodetic Survey in December 1991..
 SY2522
 SY2522.The orthometric height was scaled from a topographic map.
 SY2522
 SY2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2522
 SY2522.The geoid height was determined by GEOID03.
 SY2522
 SY2522;                    North         East     Units Scale Factor Converg.
 SY2522;SPC WA N     -    35,356.753   392,327.909   MT  1.00004109   -1 03 36.6
 SY2522;SPC WA N     -   115,999.61  1,287,162.48   sFT  1.00004109   -1 03 36.6
 SY2522;SPC WA S     -   221,089.815   367,132.462   MT  0.99999453   -1 16 35.3
 SY2522;SPC WA S     -   725,358.83  1,204,500.42   sFT  0.99999453   -1 16 35.3
 SY2522;UTM  10      - 5,239,775.533   556,138.998   MT  0.99963873   +0 32 45.3
 SY2522
 SY2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2522!SPC WA N     -   0.99998709  x   1.00004109  =   1.00002817
 SY2522!SPC WA S     -   0.99998709  x   0.99999453  =   0.99998162
 SY2522!UTM  10      -   0.99998709  x   0.99963873  =   0.99962582
 SY2522
 SY2522:                Primary Azimuth Mark                     Grid Az
 SY2522:SPC WA N     -  AUBURN BORDENS STACK                     086 57 28.7
 SY2522:SPC WA S     -  AUBURN BORDENS STACK                     087 10 27.4
 SY2522:UTM  10      -  AUBURN BORDENS STACK                     085 21 06.8
 SY2522
 SY2522|---------------------------------------------------------------------|
 SY2522| PID    Reference Object                     Distance      Geod. Az  |
 SY2522|                                                           dddmmss.s |
 SY2522| SY2000 AUBURN BORDENS STACK                APPROX. 1.7 KM 0855352.1 |
 SY2522| SY1996 AUBURN HIGH SCHOOL CHIMNEY          APPROX. 2.8 KM 0913106.1 |
 SY2522| CE3345 AUBURN RM                             7.071 METERS 33932     |
 SY2522|---------------------------------------------------------------------|
 SY2522
 SY2522                          SUPERSEDED SURVEY CONTROL
 SY2522
 SY2522  NAD 83(1986)-  47 18 32.55472(N)    122 15 26.22855(W) AD(       ) 2
 SY2522  NAD 27      -  47 18 33.19300(N)    122 15 21.80300(W) AD(       ) 2
 SY2522
 SY2522.Superseded values are not recommended for survey control.
 SY2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2522.See file dsdata.txt to determine how the superseded data were derived.
 SY2522
 SY2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5613939776(NAD 83)
 SY2522_MARKER: Z = SEE DESCRIPTION
 SY2522_SETTING: 0 = UNSPECIFIED SETTING
 SY2522
 SY2522  HISTORY     - Date     Condition        Report By
 SY2522  HISTORY     - 1937     MONUMENTED       WAGS
 SY2522  HISTORY     - 1959     SEE DESCRIPTION  CGS
 SY2522
 SY2522                          STATION DESCRIPTION
 SY2522
 SY2522'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY2522'STATION IS LOCATED 1 MILE W OF AUBURN AND ABOUT 300 YARDS NW OF
 SY2522'THE INTERSECTION OF THE E AND W ROAD, RUNNING W FROM THE CENTER
 SY2522'OF AUBURN, AND THE W SIDE VALLEY HIGHWAY.  LOCATED ON THE SHOULDER
 SY2522'OF THE RIDGE E OF A DEEP CANYON RUNNING W AND N FROM THE
 SY2522'INTERSECTION.  THE LAND SLOPES GENTLY N FROM THE STATION AND
 SY2522'DROPS OFF SHARPLY ON THE E AND W SIDES.
 SY2522'
 SY2522'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS SET
 SY2522'IN BOULDERS.
 SY2522'
 SY2522'STATION MARK IS STAMPED KING COUNTY AERIAL SURVEY.
 SY2522'
 SY2522'REFERENCE MARK IS 23.20 FEET N44 DEG W (MAGNETIC) FROM STATION.
 SY2522'
 SY2522'TO REACH THE STATION--GO W FROM AUBURN ON THE ROAD RUNNING W
 SY2522'FROM THE BUSINESS DISTRICT, CROSS THE N AND S VALLEY HIGHWAY AND
 SY2522'WIND UP THE CANYON ROAD COMING OUT ON TOP OF THE HILL ON THE W OF
 SY2522'THE CEMETERY.  PASS THE CEMETERY AND TAKE THE ROAD TO THE RIGHT
 SY2522'AT THE FARTHER SIDE FOR 0.2 MILE TO A LITTLE USED ROAD TO THE
 SY2522'LEFT UP THE RAVINE, GO 0.1 MILE.  WALK NE FROM THE END OF THIS
 SY2522'ROAD 150 YARDS AROUND THE RAVINE TO A SMALL DAM.  CROSS THE
 SY2522'DAM, BREAK THROUGH THE BUSHES AND GO E 100 YARDS, N 75 DEG E
 SY2522'MAGNETIC TO THE STATION WHICH IS 37.5 FEET N OF TWIN FIRS ON THE
 SY2522'EDGE OF THE BLUFF.
 SY2522'
 SY2522'MAGNETIC BEARINGS AS FOLLOWS--
 SY2522'
 SY2522'SE CORNER OF HIGHWAY INTERSECTION 300 YARDS, DISTANT S 89 DEG E.
 SY2522'
 SY2522'TANGENT TO ROAD WHERE IT WINDS AROUND HILL BELOW CEMETERY 200
 SY2522'YARDS, S 52 DEG E.
 SY2522'
 SY2522'GRAVESTONE OF VIRGEL BISSEL STANDING ON THE HIGHEST KNOLL IN NE
 SY2522'PART OF CEMETERY ACROSS RAVINE FROM STATION, S 22 DEG E.
 SY2522
 SY2522                          STATION RECOVERY (1959)
 SY2522
 SY2522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCM)
 SY2522'STATION NOT FOUND.  THE REFERENCE MARK ONLY WAS FOUND IN GOOD
 SY2522'CONDITION, BUT A DUG HOLE AT THE DESCRIBED LOCATION OF THE STATION
 SY2522'MARK INDICATES THE MARK HAS BEEN DUG OUT, OR THAT SOMEONE SEARCHED
 SY2522'UNSUCCESSFULLY FOR AN INDICATION OF THE OLD LOCATION.
 SY2522'
 SY2522'ORIGINAL DESCRIPTION ADEQUATE EXCEPT THAT THE LITTLE USED ROAD
 SY2522'TO THE LEFT UP THE RAVINE IS NOW REACHED BY GOING THROUGH THE
 SY2522'CEMETERY RATHER THAN BY GOING PAST IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2000 ***********************************************************************
 SY2000  DESIGNATION -  AUBURN BORDENS STACK
 SY2000  PID         -  SY2000
 SY2000  STATE/COUNTY-  WA/KING
 SY2000  USGS QUAD   -  AUBURN (1994)
 SY2000
 SY2000                         *CURRENT SURVEY CONTROL
 SY2000  ___________________________________________________________________
 SY2000* NAD 83(1991)-  47 18 36.52060(N)    122 14 04.89000(W)     ADJUSTED  
 SY2000* NAVD 88     -                                                        
 SY2000  ___________________________________________________________________
 SY2000  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 SY2000  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY2000
 SY2000  HORZ ORDER  -  THIRD
 SY2000
 SY2000.The horizontal coordinates were established by classical geodetic methods
 SY2000.and adjusted by the National Geodetic Survey in December 1991..
 SY2000
 SY2000
 SY2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2000
 SY2000.The geoid height was determined by GEOID03.
 SY2000
 SY2000;                    North         East     Units Scale Factor Converg.
 SY2000;SPC WA N     -    35,447.644   394,038.144   MT  1.00004082   -1 02 36.0
 SY2000;SPC WA N     -   116,297.81  1,292,773.48   sFT  1.00004082   -1 02 36.0
 SY2000;SPC WA S     -   221,174.238   368,842.949   MT  0.99999478   -1 15 36.3
 SY2000;SPC WA S     -   725,635.81  1,210,112.24   sFT  0.99999478   -1 15 36.3
 SY2000;UTM  10      - 5,239,914.263   557,845.329   MT  0.99964112   +0 33 45.2
 SY2000
 SY2000                          SUPERSEDED SURVEY CONTROL
 SY2000
 SY2000  NAD 83(1986)-  47 18 36.51362(N)    122 14 04.90213(W) AD(       ) 4
 SY2000  NAD 27      -  47 18 37.15000(N)    122 14 00.48600(W) AD(       ) 3
 SY2000
 SY2000.Superseded values are not recommended for survey control.
 SY2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2000.See file dsdata.txt to determine how the superseded data were derived.
 SY2000
 SY2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5784539914(NAD 83)
 SY2000
 SY2000  HISTORY     - Date     Condition        Report By
 SY2000  HISTORY     - 1936     MONUMENTED       CGS
 SY2000  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY2000
 SY2000                          STATION DESCRIPTION
 SY2000
 SY2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 SY2000'STACK ON THE BORDENS CONDENSED MILK PLANT LOCATED AT THE
 SY2000'CORNER OF D STREET NW AND 3RD STREET NW, AUBURN.
 SY2000
 SY2000                          STATION RECOVERY (1943)
 SY2000
 SY2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY2000'STATION LOST.  BUILDINGS AND STACK HAVE BEEN TORN DOWN.  FOUNDATION
 SY2000'OF CHIMNEY LOCATED ON PHOTOGRAPHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1996 ***********************************************************************
 SY1996  DESIGNATION -  AUBURN HIGH SCHOOL CHIMNEY
 SY1996  PID         -  SY1996
 SY1996  STATE/COUNTY-  WA/KING
 SY1996  USGS QUAD   -  AUBURN (1994)
 SY1996
 SY1996                         *CURRENT SURVEY CONTROL
 SY1996  ___________________________________________________________________
 SY1996* NAD 83(1991)-  47 18 30.16689(N)    122 13 14.55168(W)     ADJUSTED  
 SY1996* NAVD 88     -                                                        
 SY1996  ___________________________________________________________________
 SY1996  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 SY1996  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SY1996
 SY1996  HORZ ORDER  -  THIRD
 SY1996
 SY1996.The horizontal coordinates were established by classical geodetic methods
 SY1996.and adjusted by the National Geodetic Survey in December 1991..
 SY1996
 SY1996
 SY1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1996
 SY1996.The geoid height was determined by GEOID03.
 SY1996
 SY1996;                    North         East     Units Scale Factor Converg.
 SY1996;SPC WA N     -    35,232.292   395,091.788   MT  1.00004125   -1 01 58.5
 SY1996;SPC WA N     -   115,591.28  1,296,230.31   sFT  1.00004125   -1 01 58.5
 SY1996;SPC WA S     -   220,954.910   369,895.721   MT  0.99999439   -1 14 59.7
 SY1996;SPC WA S     -   724,916.23  1,213,566.21   sFT  0.99999439   -1 14 59.7
 SY1996;UTM  10      - 5,239,728.597   558,904.171   MT  0.99964264   +0 34 22.1
 SY1996
 SY1996                          SUPERSEDED SURVEY CONTROL
 SY1996
 SY1996  NAD 83(1986)-  47 18 30.15981(N)    122 13 14.56384(W) AD(       ) 4
 SY1996  NAD 27      -  47 18 30.79700(N)    122 13 10.14500(W) AD(       ) 3
 SY1996
 SY1996.Superseded values are not recommended for survey control.
 SY1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1996.See file dsdata.txt to determine how the superseded data were derived.
 SY1996
 SY1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5890439729(NAD 83)
 SY1996
 SY1996  HISTORY     - Date     Condition        Report By
 SY1996  HISTORY     - 1936     MONUMENTED       CGS
 SY1996  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY1996  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY1996
 SY1996                          STATION DESCRIPTION
 SY1996
 SY1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY1996'CHIMNEY ON HIGH SCHOOL LOCATED ON MAIN STREET IN AUBURN.
 SY1996
 SY1996                          STATION RECOVERY (1943)
 SY1996
 SY1996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY1996'HIGH SCHOOL ON N SIDE OF MAIN STREET BETWEEN F STREET SE
 SY1996'AND H STREET SE.
 SY1996'
 SY1996'CHIMNEY IS SQUARE, BRICK, WITH WHITE CAP, AND IS ON N SIDE
 SY1996'OF BUILDING, IN LINE WITH CENTER LINE OF G STREET SE.
 SY1996
 SY1996                          STATION RECOVERY (1963)
 SY1996
 SY1996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY1996'PREVIOUS DESCRIPTIONS ARE ON PAGES 37 AND 46 OF BOOK
 SY1996'NO. 541.  DESTROYED.  THE ONLY CHIMNEY ON THE BUILDING, WHICH WAS
 SY1996'THE HIGH SCHOOL IN 1943, IS A ROUND METAL STACK.  IT IS THE GUESS
 SY1996'OF SCHOOL OFFICIALS THAT THE BRICK CHIMNEY WAS EITHER DESTROYED
 SY1996'OR DAMAGED DURING THE EARTHQUAKE OF THE LATE 1940S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2016 ***********************************************************************
 SY2016  DESIGNATION -  AUBURN MUN STANDPIPE NO 4
 SY2016  PID         -  SY2016
 SY2016  STATE/COUNTY-  WA/KING
 SY2016  USGS QUAD   -  AUBURN (1994)
 SY2016
 SY2016                         *CURRENT SURVEY CONTROL
 SY2016  ___________________________________________________________________
 SY2016* NAD 83(1991)-  47 19 41.51865(N)    122 10 00.83751(W)     ADJUSTED  
 SY2016* NAVD 88     -                                                        
 SY2016  ___________________________________________________________________
 SY2016  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 SY2016  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 SY2016
 SY2016  HORZ ORDER  -  THIRD
 SY2016
 SY2016.The horizontal coordinates were established by classical geodetic methods
 SY2016.and adjusted by the National Geodetic Survey in December 1991..
 SY2016
 SY2016
 SY2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2016
 SY2016.The geoid height was determined by GEOID03.
 SY2016
 SY2016;                    North         East     Units Scale Factor Converg.
 SY2016;SPC WA N     -    37,363.637   399,198.431   MT  1.00003647   -0 59 34.3
 SY2016;SPC WA N     -   122,583.87  1,309,703.52   sFT  1.00003647   -0 59 34.3
 SY2016;SPC WA S     -   223,070.563   374,010.251   MT  0.99999883   -1 12 39.0
 SY2016;SPC WA S     -   731,857.34  1,227,065.30   sFT  0.99999883   -1 12 39.0
 SY2016;UTM  10      - 5,241,973.286   562,947.894   MT  0.99964870   +0 36 45.2
 SY2016
 SY2016                          SUPERSEDED SURVEY CONTROL
 SY2016
 SY2016  NAD 83(1986)-  47 19 41.51101(N)    122 10 00.84932(W) AD(       ) 4
 SY2016  NAD 27      -  47 19 42.14719(N)    122 09 56.42302(W) AD(       ) 3
 SY2016
 SY2016.Superseded values are not recommended for survey control.
 SY2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2016.See file dsdata.txt to determine how the superseded data were derived.
 SY2016
 SY2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6294841973(NAD 83)
 SY2016
 SY2016  HISTORY     - Date     Condition        Report By
 SY2016  HISTORY     - 1973     MONUMENTED       NGS
 SY2016  HISTORY     - 1988     GOOD             USPSQD
 SY2016
 SY2016                          STATION DESCRIPTION
 SY2016
 SY2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2016'THE POINT INTERSECTED WAS THE FINIAL ATOP THE AUBURN MUNICIPAL
 SY2016'STANDPIPE NUMBER 4, WHICH IS ABOUT 3 MILES NORTHEAST OF AUBURN,
 SY2016'NEAR THE HIGHEST PART OF A HILL IN A FENCED AREA AND 0.1 MILE
 SY2016'SOUTH-SOUTHWEST OF THE INTERSECTION OF 132 AVE SE AND SE 304
 SY2016'STREET.  THE STANDPIPE IS PAINTED LIGHT GREEN AND 85 FEET IN
 SY2016'HEIGHT.
 SY2016
 SY2016                          STATION RECOVERY (1988)
 SY2016
 SY2016'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2019 ***********************************************************************
 SY2019  DESIGNATION -  AUBURN PAC NW BELL MICROWAVE
 SY2019  PID         -  SY2019
 SY2019  STATE/COUNTY-  WA/KING
 SY2019  USGS QUAD   -  AUBURN (1994)
 SY2019
 SY2019                         *CURRENT SURVEY CONTROL
 SY2019  ___________________________________________________________________
 SY2019* NAD 83(1991)-  47 15 22.30829(N)    122 13 11.78291(W)     ADJUSTED  
 SY2019* NAVD 88     -                                                        
 SY2019  ___________________________________________________________________
 SY2019  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 SY2019  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2019
 SY2019  HORZ ORDER  -  THIRD
 SY2019
 SY2019.The horizontal coordinates were established by classical geodetic methods
 SY2019.and adjusted by the National Geodetic Survey in December 1991..
 SY2019
 SY2019
 SY2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2019
 SY2019.The geoid height was determined by GEOID03.
 SY2019
 SY2019;                    North         East     Units Scale Factor Converg.
 SY2019;SPC WA N     -    29,430.400   395,045.407   MT  1.00005439   -1 01 56.5
 SY2019;SPC WA N     -    96,556.24  1,296,078.14   sFT  1.00005439   -1 01 56.5
 SY2019;SPC WA S     -   215,153.577   369,827.371   MT  0.99998326   -1 14 57.7
 SY2019;SPC WA S     -   705,883.03  1,213,341.97   sFT  0.99998326   -1 14 57.7
 SY2019;UTM  10      - 5,233,930.032   559,020.316   MT  0.99964281   +0 34 22.4
 SY2019
 SY2019                          SUPERSEDED SURVEY CONTROL
 SY2019
 SY2019  NAD 83(1986)-  47 15 22.30103(N)    122 13 11.79660(W) AD(       ) 4
 SY2019  NAD 27      -  47 15 22.93709(N)    122 13 07.36667(W) AD(       ) 3
 SY2019
 SY2019.Superseded values are not recommended for survey control.
 SY2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2019.See file dsdata.txt to determine how the superseded data were derived.
 SY2019
 SY2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5902033930(NAD 83)
 SY2019
 SY2019  HISTORY     - Date     Condition        Report By
 SY2019  HISTORY     - 1973     MONUMENTED       NGS
 SY2019
 SY2019                          STATION DESCRIPTION
 SY2019
 SY2019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2019'POINT INTERSECTED WAS THE TOP CENTER OF PACIFIC NORTHWEST BELL
 SY2019'MICROWAVE TOWER KPZ 54, WHICH IS 3 MILES SOUTHEAST OF ALGONA,
 SY2019'2 MILES SOUTH OF AUBURN AND NEAR THE KING-PIERCE COUNTY LINE.  THE
 SY2019'TOWER IS APPROXIMATELY 100 FEET HIGH AND HAS ROUND MICROWAVE
 SY2019'DISHES ON ITS SIDES.
 SY2019'
 SY2019'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 167 AND E MAIN ST. IN
 SY2019'AUBURN, GO SOUTH ON STATE HIGHWAY 167 FOR 3.0 MILES TO A SIDE
 SY2019'ROAD LEFT JUST AFTER CROSSING STUCK RIVER.  TURN LEFT AND GO
 SY2019'EASTERLY ON ORAVETZ ROAD FOR 0.5 MILE TO A FORK.  TAKE RIGHT FORK
 SY2019'AND GO SOUTHERLY ON GRAVEL ROAD FOR 0.1 MILE TO A PIPE
 SY2019'GATE.  CONTINUE SOUTHERLY FOR 0.6 MILE TO A FORK.  TAKE RIGHT
 SY2019'FORK AND FOLLOW ALONG POWER LINE FOR 0.2 MILE TO A FORK.  TAKE
 SY2019'RIGHT FORK AND GO 0.1 MILE TO THE TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2022 ***********************************************************************
 SY2022  DESIGNATION -  AUBURN RAD STA KASY MAST
 SY2022  PID         -  SY2022
 SY2022  STATE/COUNTY-  WA/KING
 SY2022  USGS QUAD   -  AUBURN (1994)
 SY2022
 SY2022                         *CURRENT SURVEY CONTROL
 SY2022  ___________________________________________________________________
 SY2022* NAD 83(1991)-  47 18 18.16114(N)    122 14 55.94543(W)     ADJUSTED  
 SY2022* NAVD 88     -                                                        
 SY2022  ___________________________________________________________________
 SY2022  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 SY2022  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SY2022
 SY2022  HORZ ORDER  -  THIRD
 SY2022
 SY2022.The horizontal coordinates were established by classical geodetic methods
 SY2022.and adjusted by the National Geodetic Survey in December 1991..
 SY2022
 SY2022
 SY2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2022
 SY2022.The geoid height was determined by GEOID03.
 SY2022
 SY2022;                    North         East     Units Scale Factor Converg.
 SY2022;SPC WA N     -    34,900.357   392,955.478   MT  1.00004206   -1 03 14.0
 SY2022;SPC WA N     -   114,502.25  1,289,221.43   sFT  1.00004206   -1 03 14.0
 SY2022;SPC WA S     -   220,631.074   367,758.272   MT  0.99999365   -1 16 13.3
 SY2022;SPC WA S     -   723,853.78  1,206,553.60   sFT  0.99999365   -1 16 13.3
 SY2022;UTM  10      - 5,239,337.081   556,778.853   MT  0.99963962   +0 33 07.5
 SY2022
 SY2022                          SUPERSEDED SURVEY CONTROL
 SY2022
 SY2022  NAD 83(1986)-  47 18 18.15431(N)    122 14 55.95770(W) AD(       ) 4
 SY2022  NAD 27      -  47 18 18.79209(N)    122 14 51.52392(W) AD(       ) 3
 SY2022
 SY2022.Superseded values are not recommended for survey control.
 SY2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2022.See file dsdata.txt to determine how the superseded data were derived.
 SY2022
 SY2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5677939337(NAD 83)
 SY2022
 SY2022  HISTORY     - Date     Condition        Report By
 SY2022  HISTORY     - 1973     MONUMENTED       NGS
 SY2022  HISTORY     - 1988     GOOD             USPSQD
 SY2022
 SY2022                          STATION DESCRIPTION
 SY2022
 SY2022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2022'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE AUBURN RADIO
 SY2022'STATION KASY MAST, WHICH IS 3/4 MILE WEST OF AUBURN, 0.1 MILE NORTH
 SY2022'OF STATE HIGHWAY 18 AND IN THE MIDDLE OF A PASTURE.  THE MAST IS
 SY2022'TRIANGULAR IN CROSS SECTION, SUPPORTED BY GUY WIRES, ALTERNATELY
 SY2022'PAINTED RED AND WHITE, AND 140 FEET IN HEIGHT.
 SY2022
 SY2022                          STATION RECOVERY (1988)
 SY2022
 SY2022'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1848 ***********************************************************************
 SY1848  DESIGNATION -  AULT
 SY1848  PID         -  SY1848
 SY1848  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1848  USGS QUAD   -  LAKE QUINAULT WEST (1995)
 SY1848
 SY1848                         *CURRENT SURVEY CONTROL
 SY1848  ___________________________________________________________________
 SY1848* NAD 83(1991)-  47 28 05.07167(N)    123 55 23.23653(W)     ADJUSTED  
 SY1848* NAVD 88     -       126.60   (+/-2cm)     415.4    (feet)  VERTCON   
 SY1848  ___________________________________________________________________
 SY1848  LAPLACE CORR-          12.29  (seconds)                    DEFLEC99
 SY1848  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 SY1848
 SY1848  HORZ ORDER  -  SECOND
 SY1848  VERT ORDER  -  THIRD ? (See Below)
 SY1848
 SY1848.The horizontal coordinates were established by classical geodetic methods
 SY1848.and adjusted by the National Geodetic Survey in December 1991..
 SY1848
 SY1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1848.The vertical order pertains to the NGVD 29 superseded value.
 SY1848
 SY1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1848
 SY1848.The geoid height was determined by GEOID03.
 SY1848
 SY1848;                    North         East     Units Scale Factor Converg.
 SY1848;SPC WA S     -   242,889.827   242,005.852   MT  1.00003363   -2 29 11.5
 SY1848;SPC WA S     -   796,881.04    793,980.87   sFT  1.00003363   -2 29 11.5
 SY1848;SPC WA N     -    56,717.328   267,124.426   MT  1.00000611   -2 18 01.5
 SY1848;SPC WA N     -   186,080.10    876,390.72   sFT  1.00000611   -2 18 01.5
 SY1848;UTM  10      - 5,257,594.751   430,434.692   MT  0.99965947   -0 40 49.0
 SY1848
 SY1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1848!SPC WA S     -   0.99998369  x   1.00003363  =   1.00001732
 SY1848!SPC WA N     -   0.99998369  x   1.00000611  =   0.99998980
 SY1848!UTM  10      -   0.99998369  x   0.99965947  =   0.99964317
 SY1848
 SY1848|---------------------------------------------------------------------|
 SY1848| PID    Reference Object                     Distance      Geod. Az  |
 SY1848|                                                           dddmmss.s |
 SY1848| DD9345 AULT RM 1                            17.222 METERS 05350     |
 SY1848| DD9346 AULT RM 3                            20.015 METERS 15045     |
 SY1848| SY1849 LONE MOUNTAIN                       APPROX. 3.7 KM 2614920.2 |
 SY1848| SY1502 AULT RM 2                             6.429 METERS 32627     |
 SY1848| SY1504 R 26 RESET                                         3405052.6 |
 SY1848|---------------------------------------------------------------------|
 SY1848
 SY1848                          SUPERSEDED SURVEY CONTROL
 SY1848
 SY1848  NAD 83(1986)-  47 28 05.06377(N)    123 55 23.24621(W) AD(       ) 2
 SY1848  NAD 27      -  47 28 05.75500(N)    123 55 18.60500(W) AD(       ) 2
 SY1848  NGVD 29 (07/19/86)  125.56   (m)          411.9    (f) LEVELING    3  
 SY1848
 SY1848.Superseded values are not recommended for survey control.
 SY1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1848.See file dsdata.txt to determine how the superseded data were derived.
 SY1848
 SY1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3043557595(NAD 83)
 SY1848_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1848
 SY1848  HISTORY     - Date     Condition        Report By
 SY1848  HISTORY     - 1954     MONUMENTED       CGS
 SY1848  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY1848  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY1848
 SY1848                          STATION DESCRIPTION
 SY1848
 SY1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY1848'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF AMANDA PARK,
 SY1848'ABOUT 0.5 MILE WEST OF THE WESTERLY END OF LAKE QUINAULT, ABOUT
 SY1848'100 FEET NORTHEAST OF A DEEP GRAVEL PIT AND 27.6 FEET SOUTH OF
 SY1848'THE CENTERLINE OF U.S. HIGHWAY NUMBER 101.
 SY1848'
 SY1848'TO REACH FROM AMANDA PARK.  GO WEST AND NORTH, ON U.S. HIGHWAY
 SY1848'NUMBER 101 FOR 1.75 MILE TO A GRAVELED ROAD TO THE LEFT AND THE
 SY1848'STATION.
 SY1848'
 SY1848'THE STATION IS A STANDARD DISK, STAMPED AULT 1954, SET IN THE
 SY1848'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 SY1848'
 SY1848'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED AULT 1954,
 SY1848'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS LOCATED
 SY1848'ABOUT 36 INCHES BELOW THE SURFACE OF THE SOIL.
 SY1848'
 SY1848'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED AULT NO 1
 SY1848'1954, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 SY1848'9 INCHES.  IT IS LOCATED 29 FEET NORTH OF THE CENTERLINE OF
 SY1848'U.S. HIGHWAY NUMBER 101 AND AT ABOUT THE SAME ELEVATION AS THE
 SY1848'STATION.
 SY1848'
 SY1848'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED AULT NO 2
 SY1848'1954, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 SY1848'8 INCHES.  IT IS LOCATED 30 FEET SOUTH OF THE CENTERLINE OF
 SY1848'U.S. HIGHWAY NUMBER 101 AND AT ABOUT THE SAME ELEVATION AS THE
 SY1848'STATION.
 SY1848'
 SY1848'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 SY1848'BENCH MARK DISK, STAMPED R 26 RESET 1951, SET IN THE TOP OF A
 SY1848'SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS LOCATED
 SY1848'ABOUT 0.1 MILE NORTHWEST OF THE STATION, 33 FEET NORTH OF THE
 SY1848'CENTERLINE OF U.S. HIGHWAY NUMBER 101 AND 32 FEET WEST OF THE
 SY1848'CENTER OF NORTH SHORE ROAD.
 SY1848'
 SY1848'OBSERVATIONS WERE MADE FROM A FOUR FOOT STAND.
 SY1848
 SY1848                          STATION RECOVERY (1964)
 SY1848
 SY1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY1848'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 SY1848'RECOVERED.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED.  REFERENCE
 SY1848'MARK NO. 3 WAS ESTABLISHED AT THIS TIME.
 SY1848'
 SY1848'THE STATION MARK IS 0.1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 SY1848'101 AND NO. SHORE ROAD, 71.8 FEET SOUTH OF A POWER POLE, 31 FEET
 SY1848'NORTH OF THE CENTER OF A GRAVEL ROAD INTO A GRAVEL PIT, 28 FEET
 SY1848'WEST OF THE CENTER LINE OF U.S. HIGHWAY 101 AND 2-1/2 FEET NORTH
 SY1848'OF A WHITE WITNESS POST.
 SY1848'
 SY1848'REFERENCE MARK NO. 2 IS 50.8 FEET SOUTH OF POWER POLE NO. 63 Q
 SY1848'141, AND 29-1/2 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 101.
 SY1848'
 SY1848'REFERENCE MARK NO. 3, STAMPED AULT NO 3 1954, IS A STANDARD DISK
 SY1848'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND, ON THE
 SY1848'SHOULDER OF THE ROAD, 2 FEET NORTHEAST OF THE EDGE OF THE
 SY1848'SHOULDER.  IT IS 83.3 FEET NORTHWEST OF POWER POLE 62 Q 140, 36
 SY1848'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD INTO THE GRAVEL PIT
 SY1848'AND 29-1/2 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 101.
 SY1848'
 SY1848'THE AZIMUTH MARK IS A BENCH MARK DISK SET IN A ROUND CONCRETE
 SY1848'POST (EAST SIDE OF POST CHIPPED OFF), IN THE NORTHEAST CORNER OF
 SY1848'A T INTERSECTION, ON A 2-FOOT HIGH MOUND OF DIRT ON THE SOUTHWEST
 SY1848'CORNER OF A PARKING LOT.  IT IS 75 YARDS NORTHEAST OF THE STATE
 SY1848'HIGHWAY DEPT. GARAGE, 32 FEET EAST OF THE CENTER LINE OF
 SY1848'U.S. HIGHWAY 101 AND 30 FEET NORTH OF THE CENTER OF A BLACKTOP
 SY1848'ROAD.  (NO. SHORE ROAD)
 SY1848'
 SY1848'REACHED FROM THE CENTER OF THE BRIDGE OVER THE QUINAULT RIVER AT
 SY1848'AMANDA PARK BY GOING WEST AND NORTHWEST ON U.S. HIGHWAY 101 FOR
 SY1848'1.9 MILES TO A SIDE ROAD LEFT INTO A GRAVEL PIT AND THE STATION
 SY1848'IN THE NORTHWEST ANGLE OF THE INTERSECTION.  THIS IS 0.1 MILE
 SY1848'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 101 AND NO. SHORE ROAD.
 SY1848
 SY1848                          STATION RECOVERY (1974)
 SY1848
 SY1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 SY1848'THE STATION MARK WAS FOUND ON TOP OF THE GROUND.  THE DISK WAS NOT
 SY1848'REMOVED FROM THE POST.  RM 3 WAS NOT RECOVERED.  R 26 RESET 1951
 SY1848'WHICH WAS USED AS AN AZIMUTH MARK WAS RECOVERED.  RM 2 WAS
 SY1848'RECOVERED BUT FOUND TO BE RATHER LOOSE IN THE GROUND.
 SY1848'
 SY1848'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1848'1.75 MILES NORTHWEST OF AMANDA PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1291 ***********************************************************************
 TR1291  DESIGNATION -  AULT E BASE
 TR1291  PID         -  TR1291
 TR1291  STATE/COUNTY-  WA/ISLAND
 TR1291  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1291
 TR1291                         *CURRENT SURVEY CONTROL
 TR1291  ___________________________________________________________________
 TR1291* NAD 83(1991)-  48 21 24.33498(N)    122 37 26.18239(W)     ADJUSTED  
 TR1291* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 TR1291  ___________________________________________________________________
 TR1291  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 TR1291  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR1291
 TR1291  HORZ ORDER  -  FIRST
 TR1291
 TR1291.The horizontal coordinates were established by classical geodetic methods
 TR1291.and adjusted by the National Geodetic Survey in December 1991..
 TR1291
 TR1291.The orthometric height was scaled from a topographic map.
 TR1291
 TR1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1291
 TR1291.The geoid height was determined by GEOID03.
 TR1291
 TR1291;                    North         East     Units Scale Factor Converg.
 TR1291;SPC WA N     -   152,392.914   367,317.752   MT  0.99995093   -1 19 59.3
 TR1291;SPC WA N     -   499,975.75  1,205,108.32   sFT  0.99995093   -1 19 59.3
 TR1291;UTM  10      - 5,356,022.143   527,858.439   MT  0.99960954   +0 16 51.7
 TR1291
 TR1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1291!SPC WA N     -   0.99999860  x   0.99995093  =   0.99994953
 TR1291!UTM  10      -   0.99999860  x   0.99960954  =   0.99960814
 TR1291
 TR1291|---------------------------------------------------------------------|
 TR1291| PID    Reference Object                     Distance      Geod. Az  |
 TR1291|                                                           dddmmss.s |
 TR1291| CF7522 AULT E BASE RM 1                     24.655 METERS 12606     |
 TR1291| CF7521 AULT E BASE AZ MK                                  1971707.5 |
 TR1291| CF7523 AULT E BASE RM 2                     24.902 METERS 20435     |
 TR1291|---------------------------------------------------------------------|
 TR1291
 TR1291                          SUPERSEDED SURVEY CONTROL
 TR1291
 TR1291  NAD 83(1986)-  48 21 24.33720(N)    122 37 26.18673(W) AD(       ) 1
 TR1291  NAD 27      -  48 21 24.97100(N)    122 37 21.56500(W) AD(       ) 1
 TR1291
 TR1291.Superseded values are not recommended for survey control.
 TR1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1291.See file dsdata.txt to determine how the superseded data were derived.
 TR1291
 TR1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2785856022(NAD 83)
 TR1291_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1291
 TR1291  HISTORY     - Date     Condition        Report By
 TR1291  HISTORY     - 1954     MONUMENTED       CGS
 TR1291  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1291
 TR1291                          STATION DESCRIPTION
 TR1291
 TR1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR1291'THE STATION IS ON WHIDBEY ISLAND, ABOUT 4 MILES (AIRLINE) NORTH
 TR1291'OF OAK HARBOR, ABOUT 1 MILE WEST OF DUGUALLA BAY, AND JUST NORTH
 TR1291'OF THE NORTHERN BOUNDARY OF THE AULT FIELD NAVAL AIRBASE.
 TR1291'
 TR1291'TO REACH FROM THE POST OFFICE IN OAK HARBOR, GO EAST ON THE MAIN
 TR1291'STREET AND ALONG THE SHORE DRIVE FOR 0.65 MILE TO A SIDE ROAD
 TR1291'LEFT, JUST BEFORE ENTERING THE GATE INTO THE U.S. NAVY SEAPLANE
 TR1291'BASE.  TURN LEFT, GO NORTH ON 70 NE STREET FOR 1.7 MILES TO A
 TR1291'REVERSE Y-FORK.  CONTINUE STRAIGHT AHEAD, ON THE PAVED ROAD FOR
 TR1291'1.7 MILES TO THE JUNCTION WITH STATE HIGHWAY 1 D.  GO NORTH ON
 TR1291'HIGHWAY 1 D FOR 0.75 MILE TO A PAVED ROAD RIGHT.* CONTINUE
 TR1291'NORTH FOR 0.5 MILE TO A FORK.  KEEP STRAIGHT AHEAD, RIGHT FORK,
 TR1291'GO 0.15 MILE TO A CROSSROAD.  TURN RIGHT, GO 0.6 MILE TO A FARM
 TR1291'LANE ON THE RIGHT.  CONTINUE EAST, ABOUT 50 YARDS TO A GATE ON
 TR1291'THE RIGHT AT A SMALL WHITE BARN.  PASS THROUGH THE GATE, THEN
 TR1291'LEFT, THROUGH TWO GATES.  TURN RIGHT, ALONG THE LEFT SIDE OF
 TR1291'FENCE LINE TO THE FENCE CORNER.  BEAR RIGHT, SOUTHWEST, FOR
 TR1291'ABOUT 150 FEET TO THE STATION.
 TR1291'
 TR1291'* TO REACH THE AZIMUTH MARK, TURN RIGHT, EAST, AND FOLLOW PAVED
 TR1291'ROAD 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 TR1291'
 TR1291'STATION MARKS ARE STANDARD DISKS, STAMPED AULT E-BASE 1954.  THE
 TR1291'SURFACE STATION MARK IS SET IN A ROUND CONCRETE POST, AND IS 18
 TR1291'INCHES BELOW THE SURFACE OF GROUND.  IT IS 64 FEET NORTH OF A
 TR1291'FENCE LINE, AND 34.6 FEET EAST OF A SOUTHEAST FENCE CORNER.  THE
 TR1291'UNDERGROUND STATION MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 TR1291'36 INCHES BELOW THE SURFACE OF GROUND.
 TR1291'
 TR1291'REFERENCE MARK 1, A STANDARD DISK, STAMPED AULT E-BASE NO 1 1954,
 TR1291'IS SET IN A 12-INCH SQUARE CONCRETE POST, IN THE FENCE LINE SOUTH
 TR1291'OF THE STATION.  THE POST PROJECTS 4 INCHES ABOVE GROUND.
 TR1291'
 TR1291'REFERENCE MARK 2, A STANDARD DISK, STAMPED AULT E-BASE NO 2 1954,
 TR1291'IS SET IN A 12-INCH SQUARE CONCRETE POST, IN THE FENCE LINE SOUTH
 TR1291'OF THE STATION.  THE POST PROJECTS 6 INCHES ABOVE GROUND.
 TR1291'
 TR1291'AZIMUTH MARK IS ABOUT 3/4 MILE SOUTH OF THE STATION, SET IN A
 TR1291'12-INCH SQUARE CONCRETE POST, IN A FENCE CORNER, 19 FEET NORTH
 TR1291'OF THE CENTERLINE OF ROAD, AND 2 FEET WEST OF A STANDARD WITNESS
 TR1291'POST.  THE DISK IS STAMPED AULT E-BASE 1954.  THE POST IS SET
 TR1291'FLUSH WITH THE GROUND.
 TR1291'
 TR1291'NOTE--A 64-FT. STEEL TOWER WAS USED.
 TR1291
 TR1291                          STATION RECOVERY (1960)
 TR1291
 TR1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1291'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1291'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE DISTANCES
 TR1291'TO THE REFERENCE MARKS WERE MEASURED AND VERIFIED.  THE DESCRIPTION
 TR1291'IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1502 ***********************************************************************
 SY1502  DESIGNATION -  AULT RM 2
 SY1502  PID         -  SY1502
 SY1502  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1502  USGS QUAD   -  LAKE QUINAULT WEST (1995)
 SY1502
 SY1502                         *CURRENT SURVEY CONTROL
 SY1502  ___________________________________________________________________
 SY1502* NAD 83(1986)-  47 28 04.     (N)    123 55 23.     (W)     SCALED    
 SY1502* NAVD 88     -       126.888  (meters)     416.30   (feet)  ADJUSTED  
 SY1502  ___________________________________________________________________
 SY1502  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 SY1502  DYNAMIC HT  -         126.908 (meters)     416.36  (feet)  COMP
 SY1502  MODELED GRAV-     980,767.2   (mgal)                       NAVD 88
 SY1502
 SY1502  VERT ORDER  -  FIRST     CLASS I
 SY1502
 SY1502.The horizontal coordinates were scaled from a topographic map and have
 SY1502.an estimated accuracy of +/- 6 seconds.
 SY1502
 SY1502.The orthometric height was determined by differential leveling
 SY1502.and adjusted by the National Geodetic Survey in June 1991..
 SY1502
 SY1502.The geoid height was determined by GEOID03.
 SY1502
 SY1502.The dynamic height is computed by dividing the NAVD 88
 SY1502.geopotential number by the normal gravity value computed on the
 SY1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1502.degrees latitude (g = 980.6199 gals.).
 SY1502
 SY1502.The modeled gravity was interpolated from observed gravity values.
 SY1502
 SY1502;                    North         East    Units  Estimated Accuracy
 SY1502;SPC WA S     -   242,860.      242,010.      MT  (+/- 180 meters Scaled)
 SY1502
 SY1502                          SUPERSEDED SURVEY CONTROL
 SY1502
 SY1502  NGVD 29 (??/??/??)  125.845  (m)          412.88   (f) ADJUSTED    1 1
 SY1502
 SY1502.Superseded values are not recommended for survey control.
 SY1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1502.See file dsdata.txt to determine how the superseded data were derived.
 SY1502
 SY1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT304575(NAD 83)
 SY1502_MARKER: DR = REFERENCE MARK DISK
 SY1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1502_STAMPING: AULT NO 2 1954
 SY1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1502+STABILITY: SURFACE MOTION
 SY1502
 SY1502  HISTORY     - Date     Condition        Report By
 SY1502  HISTORY     - 1954     MONUMENTED       CGS
 SY1502  HISTORY     - 1974     GOOD             NGS
 SY1502  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SY1502
 SY1502                          STATION DESCRIPTION
 SY1502
 SY1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1502'1.75 MI NW FROM AMANDA PARK.
 SY1502'ABOUT 1.75 MILES NORTHWEST ALONG U. S. HIGHWAY 101 FROM THE HIGHWAY
 SY1502'BRIDGE ACROSS QUINAULT RIVER AT AMANDA PARK, 0.1 MILE SOUTHEAST OF THE
 SY1502'JUNCTION OF NORTH SHORE ROAD LEADING NORTHEAST, AT THE T JUNCTION OF A
 SY1502'GRAVELED ROAD LEADING SOUTHWEST TO A BORROW PIT, 30 FEET SOUTHWEST OF
 SY1502'THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTHWEST OF THE CENTER LINE
 SY1502'OF GRAVELED ROAD, 50 FEET SOUTHEAST OF POWER LINE POLE Q 29 12 63 WITH
 SY1502'THREE GUY WIRES, 55.6 FEET SOUTH-SOUTHWEST OF AND ACROSS THE HIGHWAY
 SY1502'FROM THE CENTER OF SOUTHEAST END OF 18-INCH CORRUGATED METAL PIPE
 SY1502'CULVERT, 2.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET
 SY1502'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 SY1502'PROJECTING 0.8 FOOT.  SECTION 23, T 23N, R 10W. NOTE-- THE POST IS
 SY1502'LOOSE IN THE GROUND.
 SY1502
 SY1502                          STATION RECOVERY (1990)
 SY1502
 SY1502'RECOVERY NOTE BY US POWER SQUADRON 1990 (CMS)
 SY1502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3995 ***********************************************************************
 SY3995  DESIGNATION -  AURORA 1952
 SY3995  PID         -  SY3995
 SY3995  STATE/COUNTY-  WA/KING
 SY3995  USGS QUAD   -  
 SY3995
 SY3995                         *CURRENT SURVEY CONTROL
 SY3995  ___________________________________________________________________
 SY3995* NAD 83(1991)-  47 37 40.55044(N)    122 20 34.85329(W)     ADJUSTED  
 SY3995* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 SY3995  ___________________________________________________________________
 SY3995  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 SY3995  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY3995
 SY3995  HORZ ORDER  -  THIRD
 SY3995
 SY3995.The horizontal coordinates were established by classical geodetic methods
 SY3995.and adjusted by the National Geodetic Survey in December 1991..
 SY3995
 SY3995.The orthometric height was scaled from a topographic map.
 SY3995
 SY3995.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3995
 SY3995.The geoid height was determined by GEOID03.
 SY3995
 SY3995;                    North         East     Units Scale Factor Converg.
 SY3995;SPC WA N     -    70,927.464   386,541.515   MT  0.99997859   -1 07 26.4
 SY3995;SPC WA N     -   232,701.19  1,268,178.29   sFT  0.99997859   -1 07 26.4
 SY3995;UTM  10      - 5,275,156.685   549,359.390   MT  0.99962994   +0 29 07.4
 SY3995
 SY3995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3995!SPC WA N     -   0.99999994  x   0.99997859  =   0.99997853
 SY3995!UTM  10      -   0.99999994  x   0.99962994  =   0.99962988
 SY3995
 SY3995:                Primary Azimuth Mark                     Grid Az
 SY3995:SPC WA N     -  SEATTLE WESTERN ELECTRIC CO TK           101 12 51.5
 SY3995:UTM  10      -  SEATTLE WESTERN ELECTRIC CO TK           099 36 17.7
 SY3995
 SY3995|---------------------------------------------------------------------|
 SY3995| PID    Reference Object                     Distance      Geod. Az  |
 SY3995|                                                           dddmmss.s |
 SY3995| SY3955 SEATTLE WESTERN ELECTRIC CO TK      APPROX. 0.8 KM 1000525.1 |
 SY3995| SY4292 SEATTLE GROSVENOR HSE TV ANTEN      APPROX. 1.1 KM 1881312.8 |
 SY3995| SY4307 SEATTLE RADIO STATION KOMO TOWER    APPROX. 1.0 KM 2025516.2 |
 SY3995|---------------------------------------------------------------------|
 SY3995
 SY3995                          SUPERSEDED SURVEY CONTROL
 SY3995
 SY3995  NAD 83(1986)-  47 37 40.54400(N)    122 20 34.85883(W) AD(       ) 3
 SY3995  NAD 27      -  47 37 41.19300(N)    122 20 30.40700(W) AD(       ) 3
 SY3995
 SY3995.Superseded values are not recommended for survey control.
 SY3995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3995.See file dsdata.txt to determine how the superseded data were derived.
 SY3995
 SY3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4935975157(NAD 83)
 SY3995_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3995+STABILITY: SURFACE MOTION
 SY3995
 SY3995  HISTORY     - Date     Condition        Report By
 SY3995  HISTORY     - 1952     MONUMENTED       CGS
 SY3995  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY3995  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY3995  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY3995
 SY3995                          STATION DESCRIPTION
 SY3995
 SY3995'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 SY3995'A STANDARD TRIANGULATION STATION DISK, STAMPED AURORA 1951, SET
 SY3995'IN A COLUMN OF CONCRETE ABOUT 3 INCHES BELOW THE GROUND SURFACE,
 SY3995'SITUATED IN THE MIDDLE OF THE BLOCK AS BOUNDED BY AURORA BLVD. AND
 SY3995'DEXTER AVENUE, 3.7 FEET WEST OF AND OUTSIDE OF THE WOVEN WIRE
 SY3995'FENCE ALONG THE PROPERTY LINE AND WHICH ENCLOSES THE BUILDINGS OF
 SY3995'THE WASHINGTON STATE PATROL.  AND 32 FEET SOUTH OF THE CENTER
 SY3995'LINE OF WARD STREET EXTENDED.
 SY3995
 SY3995                          STATION RECOVERY (1963)
 SY3995
 SY3995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (QSS)
 SY3995'STATION WAS NOT RECOVERED.  THE STATION SITE WAS LOCATED FROM
 SY3995'THE DESCRIPTION, BUT ACCORDING TO MEASUREMENTS, THE MARK HAS
 SY3995'BEEN COVERED BY THE EDGE OF A BLACK TOP PARKING AREA, ALONGSIDE
 SY3995'WHICH A DECORATIVE HEDGE, ABOUT FIVE FEET HIGH AT THIS TIME, IS
 SY3995'GROWING.  STATION COULD ONLY BE RECOVERED (IF IT HAS NOT
 SY3995'PREVIOUSLY BEEN REMOVED) BY DIGGING UP THE HEDGE AND PART OF THE
 SY3995'BLACK TOP, WHICH IS A PARKING AREA FOR THE LES TEAGLE
 SY3995'RESTAURANT ON AURORA AVENUE.
 SY3995'
 SY3995'THE ORIGINAL DESCRIPTION WAS DATED 1952 BUT STATES THAT THE MARK
 SY3995'WAS STAMPED AURORA 1951.
 SY3995
 SY3995                          STATION RECOVERY (1968)
 SY3995
 SY3995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY3995'THE STATION WAS MARKED BY A STANDARD STATION DISK 3.7 FEET WEST
 SY3995'OF A FENCE.  THERE IS NOW A BLACKTOPPED PARKING AREA AT THE POINT
 SY3995'AND THE BLACKTOP EXTENDS TO 3.2 FEET WEST OF THE FENCE.  APPEARANCE
 SY3995'INDICATES THE AREA WAS LEVELED AND THE IMMEDIATE VICINITY OF THE
 SY3995'MARK CUT DOWN ABOUT 6 INCHES.  PRODDING AT THE EDGE OF THE
 SY3995'BLACKTOP FAILED TO LOCATE THE MARK, AND IT IS PRESUMED DESTROYED.
 SY3995'THERE ARE NO REFERENCE MARKS LISTED FOR THE STATION.
 SY3995
 SY3995                          STATION RECOVERY (2001)
 SY3995
 SY3995'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 SY3995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1494 ***********************************************************************
 TR1494  DESIGNATION -  AUSTIN 1934
 TR1494  PID         -  TR1494
 TR1494  STATE/COUNTY-  WA/ISLAND
 TR1494  USGS QUAD   -  FREELAND (1978)
 TR1494
 TR1494                         *CURRENT SURVEY CONTROL
 TR1494  ___________________________________________________________________
 TR1494* NAD 83(1991)-  48 00 00.78699(N)    122 32 49.12751(W)     ADJUSTED  
 TR1494* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1494  ___________________________________________________________________
 TR1494  LAPLACE CORR-         -11.08  (seconds)                    DEFLEC99
 TR1494  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 TR1494
 TR1494  HORZ ORDER  -  THIRD
 TR1494
 TR1494.The horizontal coordinates were established by classical geodetic methods
 TR1494.and adjusted by the National Geodetic Survey in December 1991..
 TR1494
 TR1494.The orthometric height was scaled from a topographic map.
 TR1494
 TR1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1494
 TR1494.The geoid height was determined by GEOID03.
 TR1494
 TR1494;                    North         East     Units Scale Factor Converg.
 TR1494;SPC WA N     -   112,629.951   372,136.745   MT  0.99994436   -1 16 33.0
 TR1494;SPC WA N     -   369,520.10  1,220,918.64   sFT  0.99994436   -1 16 33.0
 TR1494;UTM  10      - 5,316,423.804   533,793.086   MT  0.99961403   +0 20 12.0
 TR1494
 TR1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1494!SPC WA N     -   1.00000307  x   0.99994436  =   0.99994743
 TR1494!UTM  10      -   1.00000307  x   0.99961403  =   0.99961710
 TR1494
 TR1494                          SUPERSEDED SURVEY CONTROL
 TR1494
 TR1494  NAD 83(1986)-  48 00 00.78543(N)    122 32 49.13083(W) AD(       ) 3
 TR1494  NAD 27      -  48 00 01.45400(N)    122 32 44.58700(W) AD(       ) 3
 TR1494
 TR1494.Superseded values are not recommended for survey control.
 TR1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1494.See file dsdata.txt to determine how the superseded data were derived.
 TR1494
 TR1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3379316424(NAD 83)
 TR1494_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1494_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TR1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1494+STABILITY: SURFACE MOTION
 TR1494
 TR1494  HISTORY     - Date     Condition        Report By
 TR1494  HISTORY     - 1934     MONUMENTED       CGS
 TR1494  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1494
 TR1494                          STATION DESCRIPTION
 TR1494
 TR1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 TR1494'STATION IS NEAR THE CENTER OF THE LONG STRETCH OF SMOOTH SAND
 TR1494'BEACH IN MUTINY BAY.  IT LIES MIDWAY BETWEEN HIGH-WATER LINE AND
 TR1494'A SMALL CREEK RUNNING PARALLEL TO THE SHORE.  IT IS ABOUT 1/4 MILE
 TR1494'S OF THE AUSTIN SCHOOL.  ELEVATION ABOUT 5 FEET ABOVE MEAN HIGH
 TR1494'WATER.
 TR1494'
 TR1494'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1494'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 TR1494'
 TR1494'REFERENCE MARK NO.1 IS 19.73 METERS AND REFERENCE MARK NO.2 IS
 TR1494'22.53 METERS FROM THE STATION.  STATION NOT OCCUPIED.
 TR1494
 TR1494                          STATION RECOVERY (1960)
 TR1494
 TR1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1494'STATION AND REFERENCE MARKS NOT RECOVERED.  THE POSITION OF THE
 TR1494'OLD AUSTIN SCHOOL, MENTIONED BY J.S. IN 1934 NOTE, WAS LOCATED
 TR1494'AND VERIFIED WITH THE HELP OF LOCAL RESIDENTS.  THE AREA REFERENCED
 TR1494'TO THE SCHOOL WAS SEARCHED BUT NO SIGN OF THE STATION OR REFERENCE
 TR1494'MARKS WAS FOUND.  NUMEROUS COTTAGES HAVE BEEN BUILT AND THE AREA
 TR1494'HAS BEEN FILLED AND THE MARKS HAVE PROBABLY BEEN COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1801 ***********************************************************************
 TR1801  DESIGNATION -  AVENUE RESET
 TR1801  PID         -  TR1801
 TR1801  STATE/COUNTY-  WA/SAN JUAN
 TR1801  USGS QUAD   -  RICHARDSON (1977)
 TR1801
 TR1801                         *CURRENT SURVEY CONTROL
 TR1801  ___________________________________________________________________
 TR1801* NAD 83(1991)-  48 27 52.18728(N)    122 57 36.25039(W)     ADJUSTED  
 TR1801* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1801  ___________________________________________________________________
 TR1801  LAPLACE CORR-          -8.84  (seconds)                    DEFLEC99
 TR1801  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 TR1801
 TR1801  HORZ ORDER  -  SECOND
 TR1801
 TR1801.The horizontal coordinates were established by classical geodetic methods
 TR1801.and adjusted by the National Geodetic Survey in December 1991..
 TR1801
 TR1801.The orthometric height was scaled from a topographic map.
 TR1801
 TR1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1801
 TR1801.The geoid height was determined by GEOID03.
 TR1801
 TR1801;                    North         East     Units Scale Factor Converg.
 TR1801;SPC WA N     -   165,001.860   342,747.694   MT  0.99996053   -1 35 00.2
 TR1801;SPC WA N     -   541,343.60  1,124,498.06   sFT  0.99996053   -1 35 00.2
 TR1801;UTM  10      - 5,367,929.944   502,951.795   MT  0.99960011   +0 01 47.6
 TR1801
 TR1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1801!SPC WA N     -   1.00000271  x   0.99996053  =   0.99996324
 TR1801!UTM  10      -   1.00000271  x   0.99960011  =   0.99960282
 TR1801
 TR1801|---------------------------------------------------------------------|
 TR1801| PID    Reference Object                     Distance      Geod. Az  |
 TR1801|                                                           dddmmss.s |
 TR1801| CF7524 AVENUE RM 1                           5.745 METERS 21149     |
 TR1801| TR1808 HARBOR ROCK RESET                   APPROX. 1.0 KM 3074010.0 |
 TR1801| CF7525 AVENUE RM 2                           6.840 METERS 31339     |
 TR1801|---------------------------------------------------------------------|
 TR1801
 TR1801                          SUPERSEDED SURVEY CONTROL
 TR1801
 TR1801  NAD 83(1986)-  48 27 52.18831(N)    122 57 36.25427(W) AD(       ) 2
 TR1801  NAD 27      -  48 27 52.83600(N)    122 57 31.62300(W) AD(       ) 2
 TR1801
 TR1801.Superseded values are not recommended for survey control.
 TR1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1801.See file dsdata.txt to determine how the superseded data were derived.
 TR1801
 TR1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0295267930(NAD 83)
 TR1801
 TR1801  HISTORY     - Date     Condition        Report By
 TR1801  HISTORY     - 1897     MONUMENTED       CGS
 TR1801  HISTORY     - 1903     SEE DESCRIPTION  CGS
 TR1801  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TR1801  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR1801  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR1801  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR1801  HISTORY     - 1983     GOOD             USPSQD
 TR1801  HISTORY     - 19950501 GOOD             USPSQD
 TR1801
 TR1801                          STATION DESCRIPTION
 TR1801
 TR1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (JJG)
 TR1801'THIS IS ON THE POINT OF SAN JUAN ISLAND KNOWN AS NECK POINT.  AS
 TR1801'THERE IS ANOTHER NECK POINT ON SHAW ISLAND, I HAVE NOT USED THAT
 TR1801'NAME, WHICH IS, HOWEVER, MOST APPROPRIATE, AS THE POINT IS A ROCKY
 TR1801'HEAD CONNECTED WITH THE SHORE BY A GRAVEL NECK.
 TR1801'
 TR1801'IN ORDER TO SEE STATION CATTLE POINT IT WAS NECESSARY TO OPEN AN
 TR1801'AVENUE THROUGH THE TIMBER NEAR THE STATION.
 TR1801'
 TR1801'STATION IS LOCATED TO SEE THROUGH THIS AVENUE, AND IS NOT ON THE
 TR1801'VERY HIGHEST POINT, WHICH IS TO WESTWARD OF STATION AND 2 FEET
 TR1801'HIGHER.
 TR1801'
 TR1801'STATION IS MARKED BY A 5/8-INCH HOLE, 2 INCHES DEEP, IN SOLID ROCK.
 TR1801
 TR1801                          STATION RECOVERY (1903)
 TR1801
 TR1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1903 (EFD)
 TR1801'STATION FOUND AS DESCRIBED, SIGNAL STILL STANDING.  ENLARGED IT FOR
 TR1801'HYDROGRAPHIC WORK.
 TR1801
 TR1801                          STATION RECOVERY (1926)
 TR1801
 TR1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR1801'NO DESCRIPTION AVAILABLE AT TIME OF RECOVERY.  RECOVERED DRILL HOLE
 TR1801'FROM TOPOGRAPHY AS SHOWN ON OLD TOPO PHOTOSTAT.  FOUND REMAINS OF
 TR1801'OLD SIGNAL.
 TR1801
 TR1801                          STATION RECOVERY (1940)
 TR1801
 TR1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR1801'STATION IS AT THE SE END OF SAN JUAN ISLAND, 1 MILE N OF CATTLE
 TR1801'POINT, ON THE TOP (ABOUT 35 FEET ABOVE HIGH WATER) OF A PROMINENT
 TR1801'ROCKY POINT WHICH WAS FORMERLY A DETACHED ROCK ISLAND UNTIL
 TR1801'CONNECTED TO MAIN ISLAND BY A SAND AND GRAVEL PENINSULA.  STATION
 TR1801'MARK IS A STANDARD DISK (REPLACING OLD 5/8-INCH DRILL HOLE)
 TR1801'STAMPED AVENUE, 1897-1940, CEMENTED IN A DRILL HOLE IN THE FLAT
 TR1801'BARE ROCK NEAR THE CENTER OF THE FORMER ROCK ISLAND.
 TR1801'
 TR1801'STANDARD DISK REFERENCE MARKS WERE ESTABLISHED.
 TR1801
 TR1801                          STATION RECOVERY (1950)
 TR1801
 TR1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1801'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR1801'AS REMARKED BY L.C.W. IN 1940.
 TR1801'
 TR1801'ON THE SE END OF SAN JUAN ISLAND, ABOUT 0.9 NAUTICAL MILE N OF
 TR1801'CATTLE POINT, ABOUT 0.5 NAUTICAL MILE SE OF HARBOR ROCK, ABOUT 0.4
 TR1801'NAUTICAL MILE NNW OF GOOSE ISLAND, NEAR THE SUMMIT OF A ROCKY
 TR1801'PROMINENCE WHICH IS CONNECTED TO THE MAINLAND BY A SAND AND GRAVEL
 TR1801'BAR, AND ABOUT 35 FEET ABOVE THE HIGH-WATER LINE.  STATION MARK
 TR1801'IS A BRONZE STATION DISK STAMPED AVENUE 1897 1940, SET IN A DRILL
 TR1801'HOLE, FLUSH WITH THE SURFACE OF A FLAT ROCK SHELF.
 TR1801'
 TR1801'R.M. 1 IS A BRONZE REFERENCE DISK STAMPED AVENUE 1897 1940 NO. 1
 TR1801'SET IN A DRILL HOLE, FLUSH WITH THE SURFACE OF THE ROCK.
 TR1801'
 TR1801'R.M. 2 IS A BRONZE REFERENCE DISK STAMPED AVENUE 1897 1940 NO. 2
 TR1801'SET IN A DRILL HOLE, FLUSH WITH THE SURFACE.
 TR1801'
 TR1801'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR1801
 TR1801                          STATION RECOVERY (1973)
 TR1801
 TR1801'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1801'STATION FOUND AS DESCRIBED.  NEW ELEVATION ESTABLISHED.
 TR1801
 TR1801                          STATION RECOVERY (1983)
 TR1801
 TR1801'RECOVERY NOTE BY US POWER SQUADRON 1983 (CFH)
 TR1801'AVENUE-1897-1940 RECOVERED GOOD.
 TR1801'
 TR1801'STATION AND RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.
 TR1801'
 TR1801'DESCRIPTION OF LOCATION SHOULD ADD ACCESS FROM ROAD THROUGH
 TR1801'OVERGROWN COMMUNITY PARK OF CAPE SAN JUAN DEVELOPMENT - PERMISSION
 TR1801'MAYBE OBTAINED FROM DAVID AND ELIZABETH HOISINGTON 4944 VISTA WAY,
 TR1801'FRIDAY HARBOR, WA 98250, PHONE 378-4939.
 TR1801
 TR1801                          STATION RECOVERY (1995)
 TR1801
 TR1801'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR1801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2634 ***********************************************************************
 RC2634  DESIGNATION -  AVERY
 RC2634  PID         -  RC2634
 RC2634  STATE/COUNTY-  WA/KLICKITAT
 RC2634  USGS QUAD   -  WISHRAM (1994)
 RC2634
 RC2634                         *CURRENT SURVEY CONTROL
 RC2634  ___________________________________________________________________
 RC2634* NAD 83(1991)-  45 40 10.43180(N)    120 59 26.52517(W)     ADJUSTED  
 RC2634* NAVD 88     -       403.     (meters)    1322.     (feet)  SCALED    
 RC2634  ___________________________________________________________________
 RC2634  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 RC2634  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RC2634
 RC2634  HORZ ORDER  -  THIRD
 RC2634
 RC2634.The horizontal coordinates were established by classical geodetic methods
 RC2634.and adjusted by the National Geodetic Survey in December 1991..
 RC2634
 RC2634.The orthometric height was scaled from a topographic map.
 RC2634
 RC2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2634
 RC2634.The geoid height was determined by GEOID03.
 RC2634
 RC2634;                    North         East     Units Scale Factor Converg.
 RC2634;SPC WA S     -    37,491.672   461,761.688   MT  1.00004114   -0 21 23.2
 RC2634;SPC WA S     -   123,003.93  1,514,963.14   sFT  1.00004114   -0 21 23.2
 RC2634;SPC OR N     -   222,684.886 2,461,765.820   MT  0.99993277   -0 20 52.8
 RC2634;SPC OR N     -   730,593.46  8,076,659.51   iFT  0.99993277   -0 20 52.8
 RC2634;UTM  10      - 5,059,298.332   656,507.477   MT  0.99990115   +1 26 15.3
 RC2634
 RC2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2634!SPC WA S     -   0.99994017  x   1.00004114  =   0.99998130
 RC2634!SPC OR N     -   0.99994017  x   0.99993277  =   0.99987294
 RC2634!UTM  10      -   0.99994017  x   0.99990115  =   0.99984132
 RC2634
 RC2634:                Primary Azimuth Mark                     Grid Az
 RC2634:SPC WA S     -  NORTH                                    070 56 24.1
 RC2634:SPC OR N     -  NORTH                                    070 55 53.7
 RC2634:UTM  10      -  NORTH                                    069 08 45.6
 RC2634
 RC2634|---------------------------------------------------------------------|
 RC2634| PID    Reference Object                     Distance      Geod. Az  |
 RC2634|                                                           dddmmss.s |
 RC2634| RC2640 NORTH                               APPROX. 4.4 KM 0703500.9 |
 RC2634| RC2638 HORSESHOE FALLS LIGHT               APPROX. 3.0 KM 1514141.8 |
 RC2634| CF4396 AVERY RM 1                            7.220 METERS 27358     |
 RC2634| CF4397 AVERY RM 2                            9.630 METERS 33958     |
 RC2634|---------------------------------------------------------------------|
 RC2634
 RC2634                          SUPERSEDED SURVEY CONTROL
 RC2634
 RC2634  NAD 83(1991)-  45 40 10.43185(N)    120 59 26.52528(W) AD(       ) 3
 RC2634  NAD 83(1986)-  45 40 10.44420(N)    120 59 26.51887(W) AD(       ) 3
 RC2634  NAD 27      -  45 40 10.99700(N)    120 59 22.28700(W) AD(       ) 3
 RC2634
 RC2634.Superseded values are not recommended for survey control.
 RC2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2634.See file dsdata.txt to determine how the superseded data were derived.
 RC2634
 RC2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR5650759298(NAD 83)
 RC2634_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RC2634
 RC2634  HISTORY     - Date     Condition        Report By
 RC2634  HISTORY     - 1959     MONUMENTED       CGS
 RC2634
 RC2634                          STATION DESCRIPTION
 RC2634
 RC2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2634'STATION IS ABOUT 7 MILES WEST OF MARYHILL, WASHINGTON, AND ABOUT 8
 RC2634'MILES ENE OF DALLESPORT, WASHINGTON.  STATION IS ON THE EDGE OF A
 RC2634'PLOWED FIELD AT THE RIM OF THE FIRST BLUFF OVERLOOKING, AND ABOUT
 RC2634'1/2 MILE NW OF, WISHRAM HEIGHTS, WASHINGTON.  IN 1959 THERE WERE
 RC2634'SEVERAL TELEVISION ANTENNAS JUST TO THE WEST OF THE STATION.
 RC2634'
 RC2634'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 830 AND THE PAVED ROAD
 RC2634'LEADING TO WISHRAM, GO WEST ON U.S. HIGHWAY 830 FOR 1.8 MILES TO
 RC2634'THE EAST LIMIT OF WISHRAM HEIGHTS AND A DIRT ROAD LEADING RIGHT.
 RC2634'TURN RIGHT, AND GO 0.35 MILES TO JUNCTION WITH T-ROAD LEADING RIGHT.
 RC2634'TURN RIGHT AND FOLLOW THE MAIN DIRT ROAD, TRAVERSING UP THE SIDE OF
 RC2634'THE BLUFF, FOR 0.9 MILES TO A WIRE GATE ON THE LEFT.  TURN LEFT,
 RC2634'THROUGH THE GATE, AND FOLLOW THE DIRT ROAD FOR 0.15 MILE TO WHERE
 RC2634'IT CROSSES A DRY CREEK BED.  CONTINUE FOLLOWING ROAD ACROSS CREEK
 RC2634'BED FOR 0.05 MILE TO ANOTHER CREEK BED AND A ROAD FORK.  TAKE THE
 RC2634'RIGHT FORK AND CONTINUE FOR 0.35 MILES TO A WIRE GATE.  GO THROUGH
 RC2634'GATE AND CONTINUE FOR 0.05 MILES TO TV ANTENNAS STRAIGHT AHEAD AND
 RC2634'STATION ON LEFT.
 RC2634'
 RC2634'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF CONCRETE CYLINDERS
 RC2634'AND FLUSH WITH THE SURFACE OF THE GROUND.
 RC2634'
 RC2634'STATION MARK IS STAMPED AVERY 1959.  THERE IS NO UNDERGROUND MARK.
 RC2634'A STEEL WITNESS POST IS ABOUT 10 FEET SSW OF THE STATION MARK.
 RC2634'
 RC2634'REFERENCE MARK 1 IS ON THE RIM OF THE HILL, WEST OF AND ABOUT THE
 RC2634'SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED AVERY NO. 1
 RC2634'1959.
 RC2634'
 RC2634'REFERENCE MARK 2 IS BACK FROM THE EDGE OF THE BLUFF, ALONG THE EDGE
 RC2634'OF THE PLOWED FIELD, NNW OF AND ABOUT 1 FOOT HIGHER IN ELEVATION
 RC2634'THAN THE STATION MARK.  IT IS STAMPED AVERY NO. 2 1959.
 RC2634'
 RC2634'HEIGHT OF LIGHT ABOVE STATION MARK 2.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1593 ***********************************************************************
 SY1593  FBN         -  This is a Federal Base Network Control Station.
 SY1593  DESIGNATION -  AVIATION 2
 SY1593  PID         -  SY1593
 SY1593  STATE/COUNTY-  WA/KING
 SY1593  USGS QUAD   -  
 SY1593
 SY1593                         *CURRENT SURVEY CONTROL
 SY1593  ___________________________________________________________________
 SY1593* NAD 83(1998)-  47 41 08.45107(N)    122 14 56.79799(W)     ADJUSTED  
 SY1593* NAVD 88     -         7.777  (meters)      25.52   (feet)  ADJUSTED  
 SY1593  ___________________________________________________________________
 SY1593  X           -  -2,295,347.423 (meters)                     COMP
 SY1593  Y           -  -3,638,030.630 (meters)                     COMP
 SY1593  Z           -   4,693,408.439 (meters)                     COMP
 SY1593  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 SY1593  ELLIP HEIGHT-         -15.96  (meters)          (03/21/00) GPS OBS
 SY1593  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY1593  DYNAMIC HT  -           7.778 (meters)      25.52  (feet)  COMP
 SY1593  MODELED GRAV-     980,731.0   (mgal)                       NAVD 88
 SY1593
 SY1593  HORZ ORDER  -  A
 SY1593  VERT ORDER  -  THIRD
 SY1593  ELLP ORDER  -  THIRD     CLASS II
 SY1593
 SY1593.The horizontal coordinates were established by GPS observations
 SY1593.and adjusted by the National Geodetic Survey in March 2000..
 SY1593.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY1593.DATUM ITEM on the data sheet items page.
 SY1593
 SY1593.The orthometric height was determined by differential leveling
 SY1593.and adjusted by the National Geodetic Survey in June 1991..
 SY1593
 SY1593.Photographs are available for this station.
 SY1593
 SY1593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY1593
 SY1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1593
 SY1593.The ellipsoidal height was determined by GPS observations
 SY1593.and is referenced to NAD 83.
 SY1593
 SY1593.The geoid height was determined by GEOID03.
 SY1593
 SY1593.The dynamic height is computed by dividing the NAVD 88
 SY1593.geopotential number by the normal gravity value computed on the
 SY1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1593.degrees latitude (g = 980.6199 gals.).
 SY1593
 SY1593.The modeled gravity was interpolated from observed gravity values.
 SY1593
 SY1593;                    North         East     Units Scale Factor Converg.
 SY1593;SPC WA N     -    77,212.949   393,716.081   MT  0.99997054   -1 03 14.7
 SY1593;SPC WA N     -   253,322.82  1,291,716.84   sFT  0.99997054   -1 03 14.7
 SY1593;UTM  10      - 5,281,638.980   556,352.220   MT  0.99963902   +0 33 19.0
 SY1593
 SY1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1593!SPC WA N     -   1.00000250  x   0.99997054  =   0.99997304
 SY1593!UTM  10      -   1.00000250  x   0.99963902  =   0.99964152
 SY1593
 SY1593                          SUPERSEDED SURVEY CONTROL
 SY1593
 SY1593  ELLIP H (07/24/97)  -15.87   (m)                       GP(       ) 1 1
 SY1593  ELLIP H (04/03/92)  -15.74   (m)                       GP(       ) 1 1
 SY1593  NAD 83(1991)-  47 41 08.44932(N)    122 14 56.79934(W) AD(       ) A
 SY1593  NAD 83(1986)-  47 41 08.44227(N)    122 14 56.80420(W) AD(       ) 1
 SY1593  NAD 27      -  47 41 09.08982(N)    122 14 52.29713(W) AD(       ) 1
 SY1593  NAVD 88 (03/27/96)    7.78   (m)           25.5    (f) LEVELING    3  
 SY1593  NGVD 29 (12/17/02)    6.68   (m)           21.9    (f) RESET       3  
 SY1593
 SY1593.Superseded values are not recommended for survey control.
 SY1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1593.See file dsdata.txt to determine how the superseded data were derived.
 SY1593
 SY1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5635281639(NAD 83)
 SY1593_MARKER: DH = HORIZONTAL CONTROL DISK
 SY1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1593_SP_SET: CONCRETE POST
 SY1593_STAMPING: AVIATION 2 1982
 SY1593_MARK LOGO: NGS   
 SY1593_PROJECTION: PROJECTING 5 CENTIMETERS
 SY1593_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1593+STABILITY: SURFACE MOTION
 SY1593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1593+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2000
 SY1593
 SY1593  HISTORY     - Date     Condition        Report By
 SY1593  HISTORY     - 1982     MONUMENTED       NGS
 SY1593  HISTORY     - 1982     GOOD             NGS
 SY1593  HISTORY     - 1986     GOOD             NGS
 SY1593  HISTORY     - 1987     GOOD             NGS
 SY1593  HISTORY     - 19880713 GOOD
 SY1593  HISTORY     - 19890522 GOOD             EVANS
 SY1593  HISTORY     - 19890712 GOOD             NGS
 SY1593  HISTORY     - 19900208 GOOD             NOS
 SY1593  HISTORY     - 19900727 GOOD             NGS
 SY1593  HISTORY     - 19910109 GOOD             NOS
 SY1593  HISTORY     - 19910618 GOOD             NOS
 SY1593  HISTORY     - 19940705 GOOD             WADT
 SY1593  HISTORY     - 19960201 GOOD             NGS
 SY1593  HISTORY     - 19960521 GOOD             WADT
 SY1593  HISTORY     - 19980512 GOOD             NOS
 SY1593  HISTORY     - 20000131 GOOD             NGS
 SY1593
 SY1593                          STATION DESCRIPTION
 SY1593
 SY1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (RBM)
 SY1593'THE STATION IS LOCATED ON THE WESTERN SHORE OF LAKE WASHINGTON,
 SY1593'ON SAND POINT, ON THE PROPERTY OF THE NATIONAL OCEANIC AND ATMOSPHERIC
 SY1593'ADMINISTRATION FACILITY, ON THE NORTHEAST SIDE OF THE POINT, IN A
 SY1593'GENTLE, SLOPING, GRASSY AREA AND AT 7600 SAND POINT WAY,N.E.
 SY1593'
 SY1593'TO REACH THE STATION FROM THE MAIN GATE TO THE NOAA FACILITY AT
 SY1593'7600 SAND POINT WAY, N.E., GO WEST THROUGH THE MAIN GATE TO THE
 SY1593'NOAA FACILITY, AND FOLLOW THE PERIMETER ROAD ALONG THE NORTH SIDE
 SY1593'OF THE SOUTH PROPERTY FENCE TO A JUNCTION WITH THE OLD LAKE SIDE
 SY1593'ROAD AND THE STATION NEAR THE EAST PROPERTY FENCE LINE.  DUE TO
 SY1593'PRESENT CONSTRUCTION, THE TO REACH ROUTE MAY CHANGE.
 SY1593'
 SY1593'THE STATION IS A STANDARD NGS DISK
 SY1593'STAMPED---AVIATION 2 1982---,
 SY1593'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 26 CM ON A SIDE
 SY1593'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 SY1593'36.9 METER (121 FT) NORTH-NORTHEAST FROM THE CENTER OF AN
 SY1593'OLD, PAVED ROAD,
 SY1593'16.4 METER (54 FT) SOUTHWEST FROM THE EDGE OF LAKE WASHINGTON
 SY1593'0.8 METER (2.6 FT) NORTH FROM A STEEL WITNESS POST.
 SY1593'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 SY1593'STAMPED---AVIATION 2 1982---,
 SY1593'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 SY1593'
 SY1593'REFERENCE MARK NUMBER 7 IS A STANDARD NGS DISK
 SY1593'STAMPED---AVIATION 2 NO 7 1982---,
 SY1593'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 SY1593'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 SY1593'22.9 METER (75 FT) SOUTH-SOUTHWEST FROM THE EDGE OF THE LAKE AND
 SY1593'IN A GRASSY AREA
 SY1593'MARK IS ABOVE STATION 0.1 METERS.
 SY1593'
 SY1593'REFERENCE MARK NUMBER 8 IS A STANDARD NGS DISK
 SY1593'STAMPED---AVIATION 2 NO 8 1982---,
 SY1593'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 SY1593'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 SY1593'11.6 METER (38 FT) SOUTH-SOUTHWEST FROM THE EDGE OF THE LAKE AND
 SY1593'IN AN OPEN, GRASSY AREA
 SY1593'MARK IS LEVEL WITH STATION.
 SY1593'
 SY1593'REFERENCE MARK NUMBER 4 IS A STANDARD C+GS DISK
 SY1593'STAMPED---AVIATION NO 4 1945---,
 SY1593'SET INTO THE TOP OF THE WEST SIDE OF THE SQUARE CONCRETE COLLAR,
 SY1593'THAT SURROUNDS A SQUARE STEEL MANHOLE, 16 FEET (4.9 METERS)
 SY1593'NORTHEAST OF THE SHORELINE ROAD, IN MAGNUSON PARK.  THERE IS A
 SY1593'WOVEN WIRE FENCE BETWEEN THE REFERENCE MARK AND THE STATION.
 SY1593'MARK IS ABOVE STATION 0.1 METERS.
 SY1593'
 SY1593'HEIGHT OF SIGNAL SHOWN ABOVE THE MARK WAS 1.68 METERS.
 SY1593'
 SY1593'DESCRIBED BY R.B. MELBY
 SY1593
 SY1593                          STATION RECOVERY (1982)
 SY1593
 SY1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SY1593'IN SEATTLE.
 SY1593'LOCATED IN THE CITY OF SEATTLE, ON THE WEST SHORE OF LAKE WASHINGTON,
 SY1593'ON SAND POINT, AT 7600 SAND POINT WAY, N.E. NEAR THE NORTHEAST CORNER
 SY1593'OF THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION PROPERTY AND
 SY1593'IN A GENTLE, SLOPING GRASSY AREA, 36.9 METERS NORTH-NORTHEAST OF THE
 SY1593'CENTERLINE OF AN OLD PAVED ROAD, 16.4 METERS SOUTHWEST OF THE EDGE OF
 SY1593'LAKE WASHINGTON.
 SY1593'THE MARK IS 0.8 METERS  N FROM  A WITNESS POST
 SY1593
 SY1593                          STATION RECOVERY (1986)
 SY1593
 SY1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 SY1593'THE STATION WAS RECOVERED AT THIS DATE.
 SY1593'REFERENCE MARKS 4,7 AND 8 WERE RECOVERED IN GOOD CONDITION.  THE
 SY1593'DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE NOT CHECKED AT
 SY1593'THIS DATE.  A COMPLETE DESCRIPTION FOLLOWS.
 SY1593'
 SY1593'THE STATION IS LOCATED AT THE NATIONAL OCEANIC AND ATMOSPHERIC
 SY1593'ADMINISTRATION FACILITY AT 7600 SAND POINT WAY NORTHEAST IN SEATTLE
 SY1593'AND ON THE WESTERN SHORE OF LAKE WASHINGTON.  THE PROPERTY IS OWNED
 SY1593'BY NOAA.
 SY1593'
 SY1593'TO REACH THE STATION FROM THE MAIN GATE AT THE NOAA FACILITY AND
 SY1593'STATE HIGHWAY 513 GO EASTERLY ON THE ENTRANCE ROAD PASSING THROUGH
 SY1593'THE GATE FOR 0.40 KM (0.25 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND
 SY1593'GO EASTERLY ON THE ONE-WAY SERVICE ROAD FOR 0.80 KM (0.5 MI) TO A
 SY1593'GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY ON THE
 SY1593'GRAVELED ROAD FOR 0.16 KM (0.1 MI) TO A SIGN, NO VEHICLE TRAVEL
 SY1593'BEYOND THIS POINT, AND A LARGE SET OF WIND CHIMES ON THE LEFT.
 SY1593'CONTINUE AHEAD FOR 0.08 KM (0.05 MI) TO THE OLD LAKE SIDE ROAD AND
 SY1593'THE STATION ON THE EAST SIDE OF THE WALKWAY.
 SY1593'
 SY1593'THE STATION MARK IS A STANDARD NGS DISK STAMPED---AVIATION 2 1982---
 SY1593'SET IN THE TOP OF A 26 CM (10 INCH) SQUARE CONCRETE MONUMENT THAT
 SY1593'PROJECTS 5 CM (2 INCHES) ABOVE THE GROUND SURFACE.  IT IS 22.5 M
 SY1593'(73.8 FT) NORTHEAST OF A GRAVELED WALKING PATH, 18.6 M (61 FT)
 SY1593'SOUTHWEST OF THE WEST SHORELINE OF LAKE WASHINGTON AND 0.9 M (3 FT)
 SY1593'SOUTHWEST OF A WITNESS POST.
 SY1593'
 SY1593'REFERENCE MARK NO. 4 IS A STANDARD C AND GS DISK
 SY1593'STAMPED---AVIATION NO 4 1945---,
 SY1593'SET INTO A DRILLHOLE IN THE CONCRETE COLLAR AROUND A SQUARE MAN HOLE
 SY1593'COVER.  IT IS 4.6 M (16 FT) NORTHEAST OF THE OLD SHORLINE ROAD.
 SY1593'REFERENCE MARK NO. 7 IS A STANDARD NGS DISK
 SY1593'STAMPED---AVIATION 2 NO 7 1982---,
 SY1593'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 SY1593'25 CM ON SIDE PROJECTING 9 CM ABOVE GROUND.  LOCATED
 SY1593'22.9 METERS (75 FT) SOUTH-SOUTHWEST FROM THE EDGE OF LAKE IN AN OPEN
 SY1593'GRASSY AREA.
 SY1593'
 SY1593'REFERENCE MARK NO. 8 IS A STANDARD NGS DISK
 SY1593'STAMPED---AVIATION 2 NO 8 1982---,
 SY1593'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 SY1593'25 CM ON SIDE PROJECTING 8 CM ABOVE GROUND.  LOCATED
 SY1593'11.6 METERS (38 FT) SOUTH-SOUTHWEST FROM THE EDGE OF THE LAKE IN THE
 SY1593'OPEN GRASSY AREA.
 SY1593'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 SY1593'
 SY1593'DESCRIBED BY DA WEGENAST.
 SY1593
 SY1593                          STATION RECOVERY (1987)
 SY1593
 SY1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 SY1593'THE STATION WAS RECOVERED AT THIS DATE AS DESCRIBED IN 1986.
 SY1593'
 SY1593'THE STATION IS LOCATED AT THE NATIONAL OCEANIC AND ATMOSPHERIC
 SY1593'ADMINISTRATION FACILITY AT 7600 SAND POINT WAY NE IN SEATTLE, ON
 SY1593'THE WESTERN SHORE OF LAKE WASHINGTON.
 SY1593'
 SY1593'TO REACH THE STATION FROM THE MAIN GATE TO THE NOAA FACILITY AND
 SY1593'STATE HIGHWAY 513 (SAND POINT WAY) IN SEATTLE, GO EASTERLY, PASSING
 SY1593'THROUGH GATE, FOR 0.4 KM (0.25 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 SY1593'ON THE ONE-WAY DRIVE AND FOLLOW THE MAIN ROAD FOR 0.8 KM (0.5 MI)
 SY1593'TO A GRAVEL SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY FOR 0.2 KM
 SY1593'(0.1 MI) TO A SIGN (NO VEHICLE TRAVEL BEYOND THIS POINT) AND A
 SY1593'LARGE SET OF WIND FLUTES.  CONTINUE AHEAD FOR 0.1 KM (0.05 MI) TO
 SY1593'THE OLD LAKE SHORE ROAD AND THE STATION.
 SY1593'
 SY1593'THE STATION IS A STANDARD NGS DISK
 SY1593'STAMPED---AVIATION 2 1982---,
 SY1593'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 SY1593'26 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 SY1593'22.6 METERS (74 FT) NORTHEAST FROM A GRAVEL WALKING PATH,
 SY1593'14.3 METERS (47 FT) SOUTH FROM THE EDGE OF LAKE WASHINGTON,
 SY1593'18.0 METERS (59 FT) SOUTH-SOUTHWEST FROM A NOAA BOUNDARY SIGN AND
 SY1593'0.9 METERS (3 FT) NORTH FROM A WITNESS POST.
 SY1593'
 SY1593'WASHINGTON DOT, FAA, TIDE STATIONS - 1987.
 SY1593'
 SY1593'THIS STATION SUITABLE FOR GPS SURVEYS.
 SY1593'
 SY1593'DESCRIBED BY D.A. WEGENAST.
 SY1593
 SY1593                          STATION RECOVERY (1988)
 SY1593
 SY1593'RECOVERED 1988
 SY1593'RECOVERED IN GOOD CONDITION.
 SY1593
 SY1593                          STATION RECOVERY (1989)
 SY1593
 SY1593'RECOVERY NOTE BY DAVID EVANS + ASSOC 1989
 SY1593'RECOVERED IN GOOD CONDITION.
 SY1593
 SY1593                          STATION RECOVERY (1989)
 SY1593
 SY1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SY1593'THE STATION IS LOCATED AT THE NATIONAL OCEANIC AND ATMOSPHERIC
 SY1593'ADMINISTRATION FACILITY AT 7600 SAND POINT WAY NORTHEAST IN SEATTLE
 SY1593'AND ON THE WESTERN SHORE OF LAKE WASHINGTON.
 SY1593'TO REACH FROM THE ENTRANCE TO THE NOAA FACILITY, GO EAST ON THE
 SY1593'ENTRANCE ROAD FOR 0.40 KM (0.25 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 SY1593'AND GO EASTERLY ON THE ONE-WAY SERVICE ROAD FOR 0.80 KM (0.50 MI) TO
 SY1593'A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE EASTERLY ON THE GRAVELED
 SY1593'ROAD FOR 0.16 KM (0.10 MI) TO A LOCKED GATE.  IF YOU FEEL YOU REALLY
 SY1593'HAVE TO DRIVE ANY FARTHER A KEY CAN BE OBTAINED FORM THE SECURITY
 SY1593'OFFICE IN BUILDING ONE.  PASS THROUGH THE GATE AND GO EASTERLY ON THE
 SY1593'PATH FOR 0.08 KM (0.05 MI) TO THE OLD LAKE SIDE ROAD AND THE STATION.
 SY1593'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 SY1593'5 CM (2 INCHES) ABOVE THE GROUND SURFACE.  IT IS 22.5 M (73.8 FT)
 SY1593'NORTHEAST OF THE CENTER OF A GRAVELED WALKWAY, 18.6 M (61.0 FT)
 SY1593'SOUTHWEST OF THE WEST SHORE LINE OF LAKE WASHINGTON AND 0.9 M
 SY1593'(3.0 FT) SOUTHWEST OF A WITNESS POST.
 SY1593'PRIMARY SCIENTIFIC PURPOSES - MEASUREMENTS SUPPORTING THE
 SY1593'NATIONAL GEODETIC SURVEYS NATIONAL CRUSTAL MOTION NETWORK.
 SY1593'SITE DESCRIPTION - THE SITE IS LOCATED ON THE WESTERN SHORE OF LAKE
 SY1593'WASHINGTON, ON SANDY POINT, ON THE PROPERTY OF THE NATIONAL OCEANIC
 SY1593'AND ATMOSPHERIC ADMINISTRATION FACILITY, ON THE NORTHEAST SIDE OF
 SY1593'THE POINT, IN A GENTLE, SLOPING, GRASSY AREA.  THE STATION IS A
 SY1593'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT 26 CENTIMETERS ON A
 SY1593'SIDE LOCATED 16.4 METERS SOUTHWEST FROM THE EDGE OF LAKE WASHINGTON
 SY1593'AND 36.9 METERS NORTH-NORTHWEST FROM THE CENTER OF AN OLD PAVED ROAD.
 SY1593'TO REACH THE STATION FROM THE MAIN GATE OF THE NOAA FACILITY AT 7600
 SY1593'SAND POINT WAY, N.E., GO WEST THROUGH THE MAIN GATE TO THE NOAA
 SY1593'FACILITY AND FOLLOW THE PERIMETER ROAD JUNCTION WITH THE OLD LAKE
 SY1593'SIDE ROAD AND THE STATION NEAR THE EAST PROPERTY FENCE LINE.  DUE TO
 SY1593'PRESENT CONSTRUCTION, THE TO-REACH MAY CHANGE.
 SY1593'SITE TOPO MAP -UNKNOWN.
 SY1593'GEOLOGICAL PROVINCE - UNKNOWN.
 SY1593'LOCAL GEOLOGY - UNKNOWN.
 SY1593
 SY1593                          STATION RECOVERY (1990)
 SY1593
 SY1593'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990 (JGF)
 SY1593'STATION RECOVERED IN GOOD CONDITION. PREVIOUS DESCRIPTION WAS
 SY1593'INADEQUATE. THE FOLLOWING INFORMATION UPDATES STATION DESCRIPTION. TO
 SY1593'REACH THE STATION FROM THE MAIN GATE OF THE NOAA FACILITIES AT 7600
 SY1593'SAND POINT WAY N.E., PROCEED EAST THROUGH MAIN GATE AND TAKE 1ST. LEFT
 SY1593'ON SERVICE ROAD JUST AS YOU PASS BUILDING NUMBER 8. FOLLOW THROUGH
 SY1593'WINDING ACESS ROAD PASSING BY BUILDING NUMBER 1, 3, AND 4. TURN LEFT
 SY1593'ON FIRST GRAVEL ROAD YOU COME TO. FOLLOW THROUGH TO PARKING AREA OF
 SY1593'SOUND GARDEN. GO APPROXIMATELY 230 FT. NE TOWARD LAKE WASHINGTON.
 SY1593'STATION IS APPROXIMATELY 6 FT. FROM WHITE WITNESS POST. RM4 SEARCHED
 SY1593'FOR AND WAS NOT FOUND. RM 7 AND RM 8 RECOVERED AS DESCRIBED. RECOVERED
 SY1593'BY RBN.
 SY1593
 SY1593                          STATION RECOVERY (1990)
 SY1593
 SY1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SY1593'RECOVERED IN GOOD CONDITION.
 SY1593
 SY1593                          STATION RECOVERY (1991)
 SY1593
 SY1593'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991 (JGF)
 SY1593'RECOVERED AS DESCRIBED. REFERENCE MARK  7 WAS RECOVERED 6.445 METERS
 SY1593'(21.14 FEET) SOUTH WEST OF STATION. REFERENCE MARK 8 WAS RECOVERED
 SY1593'10.020 METERS (32.87 FEET) FROM STATION. REFERENCE MARK 4 WAS NOT
 SY1593'RECOVERED. RECOVERED BY RJT
 SY1593
 SY1593                          STATION RECOVERY (1991)
 SY1593
 SY1593'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 SY1593'RECOVERED IN GOOD CONDITION.
 SY1593
 SY1593                          STATION RECOVERY (1994)
 SY1593
 SY1593'RECOVERY NOTE BY WA DEPT OF TRANSP 1994 (KMI)
 SY1593'RECOVERED AS DESCRIBED.
 SY1593
 SY1593                          STATION RECOVERY (1996)
 SY1593
 SY1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 SY1593'RECOVERED AS DESCRIBED.
 SY1593
 SY1593                          STATION RECOVERY (1996)
 SY1593
 SY1593'RECOVERY NOTE BY WA DEPT OF TRANSP 1996 (LEW)
 SY1593'RECOVERED AS DESCRIBED.
 SY1593
 SY1593                          STATION RECOVERY (1998)
 SY1593
 SY1593'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (JGF)
 SY1593'THE STATION IS NOW SURROUNDED BY A CONCRETE PAD, SHAPED AS A HEXAGON
 SY1593'ON THE OUTSIDE WITH A 26 FOOT (7.9 M) CIRCUMFERENCE AND ON THE INSIDE
 SY1593'SHAPED AS A TRINANGLE WITH THE SIDES BEING 3 FOOT (0.9 M) LONG.  THIS
 SY1593'PAD PROJECTS 8 INCHES ABOVE THE GROUND AND IS STEEL REINFORCED.  A
 SY1593'SMALL BRASS BISK WITH AN ARROW POINTING NORTH WITH STAMPING TRUE NORTH
 SY1593'IS 3.4 FEET (1.0 M) NORTH OF THE STATION MARK AND IS CEMENTED IN THE
 SY1593'OUTSIDE EDGE OF THE CONCRETE PAD.  THERE IS A LOCKED CHAIN GATE AT THE
 SY1593'SOUND SCULPTURE BUT IT IS A VERY SHORT WALK TO THE STATION FROM THE
 SY1593'GATE.  IF HEAVY EQUIPMENT IS REQUIRED FOR OCCUPYING THE STATION THE
 SY1593'NOAA FACILITIES PEOPLE SHOULD BE CONTACTED FOR A KEY (WRC BLDG 1) .
 SY1593
 SY1593                          STATION RECOVERY (2000)
 SY1593
 SY1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 SY1593'6.5 KM (4.05 MI) NORTHERLY ALONG STATE HIGHWAY 513 FROM THE JUNCTION
 SY1593'OF STATE HIGHWAY 520 IN SEATTLE, THENCE 0.4 KM (0.25 MI) EASTERLY
 SY1593'ALONG THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION FACILITY
 SY1593'ENTRANCE ROAD, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG A ONE WAY
 SY1593'SERVICE ROAD, THENCE 0.15 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD
 SY1593'TO A GATE, THENCE 0.08 KM (0.05 MI) EASTERLY ALONG A FOOT PATH, 84.5 M
 SY1593'(277.2 FT) NORTHEAST OF BENCH MARK NOAA VERT, 38.9 M (127.6 FT) NORTH
 SY1593'OF THE NORTHWEST CORNER OF A BRIDGE ON THE PATH, 22.9 M (75.1 FT)
 SY1593'NORTHEAST OF THE PATH, 18.3 M (60.0 FT) SOUTHWEST OF A BOUNDARY SIGN,
 SY1593'10.1 M (33.1 FT) EAST OF REFERENCE MARK 8, 6.6 M (21.7 FT)
 SY1593'NORTH-NORTHEAST OF REFERENCE MARK 7, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 SY1593'THE PATH, THE MONUMENT IS FLUSH WITH THE GROUND SURFACE, AND IS
 SY1593'SURROUNDED BY AN 8-FOOT CONCRETE TRIANGLE.  NOTE--THE MARK IS ON THE
 SY1593'PROPERTY OF THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATIONS
 SY1593'WESTERN AREA SUPPORT CENTER, 7600 SAND POINT WAY NORTHEAST, SEATTLE,
 SY1593'WA 98115, TELEPHONE (206) 526-6731.  THIS IS A FEDERAL BASE NETWORK
 SY1593'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1594 ***********************************************************************
 SY1594  DESIGNATION -  AVIATION 2 RM 7
 SY1594  PID         -  SY1594
 SY1594  STATE/COUNTY-  WA/KING
 SY1594  USGS QUAD   -  
 SY1594
 SY1594                         *CURRENT SURVEY CONTROL
 SY1594  ___________________________________________________________________
 SY1594* NAD 83(1991)-  47 41 08.28268(N)    122 14 56.98530(W)     ADJUSTED  
 SY1594* NAVD 88     -         7.849  (meters)      25.75   (feet)  ADJUSTED  
 SY1594  ___________________________________________________________________
 SY1594  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 SY1594  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY1594  DYNAMIC HT  -           7.850 (meters)      25.75  (feet)  COMP
 SY1594  MODELED GRAV-     980,731.0   (mgal)                       NAVD 88
 SY1594
 SY1594  HORZ ORDER  -  THIRD
 SY1594  VERT ORDER  -  THIRD
 SY1594
 SY1594.The horizontal coordinates were established by classical geodetic methods
 SY1594.and adjusted by the National Geodetic Survey in December 1991..
 SY1594.No horizontal observational check was made to the station.
 SY1594
 SY1594.The orthometric height was determined by differential leveling
 SY1594.and adjusted by the National Geodetic Survey in June 1991..
 SY1594
 SY1594.Photographs are available for this station.
 SY1594
 SY1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1594
 SY1594.The geoid height was determined by GEOID03.
 SY1594
 SY1594.The dynamic height is computed by dividing the NAVD 88
 SY1594.geopotential number by the normal gravity value computed on the
 SY1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1594.degrees latitude (g = 980.6199 gals.).
 SY1594
 SY1594.The modeled gravity was interpolated from observed gravity values.
 SY1594
 SY1594;                    North         East     Units Scale Factor Converg.
 SY1594;SPC WA N     -    77,207.821   393,712.080   MT  0.99997055   -1 03 14.8
 SY1594;SPC WA N     -   253,305.99  1,291,703.72   sFT  0.99997055   -1 03 14.8
 SY1594;UTM  10      - 5,281,633.744   556,348.366   MT  0.99963902   +0 33 18.8
 SY1594
 SY1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1594!SPC WA N     -   1.00000249  x   0.99997055  =   0.99997304
 SY1594!UTM  10      -   1.00000249  x   0.99963902  =   0.99964151
 SY1594
 SY1594                          SUPERSEDED SURVEY CONTROL
 SY1594
 SY1594  NAD 83(1986)-  47 41 08.27563(N)    122 14 56.99016(W) AD(       ) 3
 SY1594  NGVD 29 (12/17/02)    6.76   (m)           22.2    (f) RESET       3  
 SY1594
 SY1594.Superseded values are not recommended for survey control.
 SY1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1594.See file dsdata.txt to determine how the superseded data were derived.
 SY1594
 SY1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5634881634(NAD 83)
 SY1594_MARKER: DR = REFERENCE MARK DISK
 SY1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1594_SP_SET: CONCRETE POST
 SY1594_STAMPING: AVIATION 2 NO 7 1982
 SY1594_MARK LOGO: NGS   
 SY1594_PROJECTION: PROJECTING 9 CENTIMETERS
 SY1594_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1594+STABILITY: SURFACE MOTION
 SY1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1594+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2000
 SY1594
 SY1594  HISTORY     - Date     Condition        Report By
 SY1594  HISTORY     - 1982     MONUMENTED       NOS
 SY1594  HISTORY     - 19890712 GOOD             NGS
 SY1594  HISTORY     - 20000131 GOOD             NGS
 SY1594
 SY1594                          STATION DESCRIPTION
 SY1594
 SY1594'DESCRIBED BY NATIONAL OCEAN SERVICE 1982
 SY1594'IN SEATTLE.
 SY1594'LOCATED IN THE CITY OF SEATTLE, ON THE WEST SHORE OF LAKE WASHINGTON,
 SY1594'ON SAND POINT, AT 7600 SAND POINT WAY, N.E. NEAR THE NORTHEAST CORNER
 SY1594'OF THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION PROPERTY AND
 SY1594'IN A GENTLE, SLOPING, GRASSY AREA, 22.9 METER SOUTH-SOUTHWEST OF THE
 SY1594'EDGE OF THE LAKE.
 SY1594'THE MARK IS 6.4 METERS  SW FROM  THE STATION AVIATION 2
 SY1594
 SY1594                          STATION RECOVERY (1989)
 SY1594
 SY1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SY1594'THE STATION IS LOCATED AT THE NATIONAL OCEANIC AND ATMOSPHERIC
 SY1594'ADMINISTRATION FACILITY AT 7600 SAND POINT WAY NORTHEAST IN SEATTLE
 SY1594'AND ON THE WESTERN SHORE OF LAKE WASHINGTON.
 SY1594'TO REACH FROM THE ENTRANCE TO THE NOAA FACILITY, GO EAST ON THE
 SY1594'ENTRANCE ROAD FOR 0.40 KM (0.25 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 SY1594'AND GO EASTERLY ON THE ONE-WAY SERVICE ROAD FOR 0.80 KM (0.50 MI) TO
 SY1594'A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE EASTERLY ON THE GRAVELED
 SY1594'ROAD FOR 0.16 KM (0.10 MI) TO A LOCKED GATE.  IF YOU FEEL YOU REALLY
 SY1594'HAVE TO DRIVE ANY FARTHER A KEY CAN BE OBTAINED FORM THE SECURITY
 SY1594'OFFICE IN BUILDING ONE.  PASS THROUGH THE GATE AND GO EASTERLY ON THE
 SY1594'PATH FOR 0.08 KM (0.05 MI) TO THE OLD LAKE SIDE ROAD AND THE STATION.
 SY1594'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 SY1594'9 CM (4 INCHES) ABOVE THE GROUND SURFACE.  IT IS 22.9 M (75.1 FT)
 SY1594'SOUTH-SOUTHWEST FROM THE EDGE OF LAKE WASHINGTON AND IN AN OPEN GRASSY
 SY1594'AREA.
 SY1594
 SY1594                          STATION RECOVERY (2000)
 SY1594
 SY1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 SY1594'6.5 KM (4.05 MI) NORTHERLY ALONG STATE HIGHWAY 513 FROM THE JUNCTION
 SY1594'OF STATE HIGHWAY 520 IN SEATTLE, THENCE 0.4 KM (0.25 MI) EASTERLY
 SY1594'ALONG THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION FACILITY
 SY1594'ENTRANCE ROAD, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG A ONE WAY
 SY1594'SERVICE ROAD, THENCE 0.15 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD
 SY1594'TO A GATE, THENCE 0.08 KM (0.05 MI) EASTERLY ALONG A FOOT PATH, 15.6 M
 SY1594'(51.2 FT) NORTHEAST OF THE CENTER OF THE PATH, 11.8 M (38.7 FT) SOUTH
 SY1594'OF REFERENCE MARK 8, 6.6 M (21.7 FT) SOUTH-SOUTHWEST OF TRIANGULATION
 SY1594'STATION AVIATION 2, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE PATH, AND
 SY1594'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MARK IS ON
 SY1594'THE PROPERTY OF THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATIONS
 SY1594'WESTERN AREA SUPPORT CENTER, 7600 SAND POINT WAY NORTHEAST, SEATTLE,
 SY1594'WA 98115, TELEPHONE (206) 526-6731.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1595 ***********************************************************************
 SY1595  DESIGNATION -  AVIATION 2 RM 8
 SY1595  PID         -  SY1595
 SY1595  STATE/COUNTY-  WA/KING
 SY1595  USGS QUAD   -  
 SY1595
 SY1595                         *CURRENT SURVEY CONTROL
 SY1595  ___________________________________________________________________
 SY1595* NAD 83(1991)-  47 41 08.63904(N)    122 14 57.18821(W)     ADJUSTED  
 SY1595* NAVD 88     -         7.801  (meters)      25.59   (feet)  ADJUSTED  
 SY1595  ___________________________________________________________________
 SY1595  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 SY1595  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY1595  DYNAMIC HT  -           7.802 (meters)      25.60  (feet)  COMP
 SY1595  MODELED GRAV-     980,731.1   (mgal)                       NAVD 88
 SY1595
 SY1595  HORZ ORDER  -  THIRD
 SY1595  VERT ORDER  -  THIRD
 SY1595
 SY1595.The horizontal coordinates were established by classical geodetic methods
 SY1595.and adjusted by the National Geodetic Survey in December 1991..
 SY1595.No horizontal observational check was made to the station.
 SY1595
 SY1595.The orthometric height was determined by differential leveling
 SY1595.and adjusted by the National Geodetic Survey in June 1991..
 SY1595
 SY1595.Photographs are available for this station.
 SY1595
 SY1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1595
 SY1595.The geoid height was determined by GEOID03.
 SY1595
 SY1595.The dynamic height is computed by dividing the NAVD 88
 SY1595.geopotential number by the normal gravity value computed on the
 SY1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1595.degrees latitude (g = 980.6199 gals.).
 SY1595
 SY1595.The modeled gravity was interpolated from observed gravity values.
 SY1595
 SY1595;                    North         East     Units Scale Factor Converg.
 SY1595;SPC WA N     -    77,218.903   393,708.051   MT  0.99997054   -1 03 15.0
 SY1595;SPC WA N     -   253,342.35  1,291,690.50   sFT  0.99997054   -1 03 15.0
 SY1595;UTM  10      - 5,281,644.705   556,344.030   MT  0.99963901   +0 33 18.7
 SY1595
 SY1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1595!SPC WA N     -   1.00000250  x   0.99997054  =   0.99997304
 SY1595!UTM  10      -   1.00000250  x   0.99963901  =   0.99964151
 SY1595
 SY1595                          SUPERSEDED SURVEY CONTROL
 SY1595
 SY1595  NAD 83(1986)-  47 41 08.63200(N)    122 14 57.19308(W) AD(       ) 3
 SY1595  NGVD 29 (12/17/02)    6.71   (m)           22.0    (f) RESET       3  
 SY1595
 SY1595.Superseded values are not recommended for survey control.
 SY1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1595.See file dsdata.txt to determine how the superseded data were derived.
 SY1595
 SY1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5634481645(NAD 83)
 SY1595_MARKER: DR = REFERENCE MARK DISK
 SY1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1595_SP_SET: CONCRETE POST
 SY1595_STAMPING: AVIATION 2 NO 8 1982
 SY1595_MARK LOGO: NGS   
 SY1595_PROJECTION: PROJECTING 8 CENTIMETERS
 SY1595_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1595+STABILITY: SURFACE MOTION
 SY1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1595+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2000
 SY1595
 SY1595  HISTORY     - Date     Condition        Report By
 SY1595  HISTORY     - 1982     MONUMENTED       NOS
 SY1595  HISTORY     - 19890712 GOOD             NGS
 SY1595  HISTORY     - 20000131 GOOD             NGS
 SY1595
 SY1595                          STATION DESCRIPTION
 SY1595
 SY1595'DESCRIBED BY NATIONAL OCEAN SERVICE 1982
 SY1595'IN SEATTLE.
 SY1595'LOCATED IN THE CITY OF SEATTLE, ON THE WEST SHORE OF LAKE WASHINGTON,
 SY1595'ON SAND POINT, AT 7600 SNAD POINT WAY, N.E., NEAR THE NORTHEAST
 SY1595'CORNER OF THE NATIONAL OCEANIC AND ATMOSPHERIC PROPERTY AND IN A
 SY1595'GENTLE SLOPING, GRASSY AREA, 11.6 METERS SOUTH-SOUTHWEST OF THE EDGE
 SY1595'OF THE LAKE.
 SY1595'THE MARK IS 10.0 METERS  NW FROM  STATION AVIATION 2 1982
 SY1595
 SY1595                          STATION RECOVERY (1989)
 SY1595
 SY1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SY1595'THE STATION IS LOCATED AT THE NATIONAL OCEANIC AND ATMOSPHERIC
 SY1595'ADMINISTRATION FACILITY AT 7600 SAND POINT WAY NORTHEAST IN SEATTLE
 SY1595'AND ON THE WESTERN SHORE OF LAKE WASHINGTON.
 SY1595'TO REACH FROM THE ENTRANCE TO THE NOAA FACILITY, GO EAST ON THE
 SY1595'ENTRANCE ROAD FOR 0.40 KM (0.25 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 SY1595'AND GO EASTERLY ON THE ONE-WAY SERVICE ROAD FOR 0.80 KM (0.50 MI) TO
 SY1595'A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE EASTERLY ON THE GRAVELED
 SY1595'ROAD FOR 0.16 KM (0.10 MI) TO A LOCKED GATE.  IF YOU FEEL YOU REALLY
 SY1595'HAVE TO DRIVE ANY FARTHER A KEY CAN BE OBTAINED FORM THE SECURITY
 SY1595'OFFICE IN BUILDING ONE.  PASS THROUGH THE GATE AND GO EASTERLY ON THE
 SY1595'PATH FOR 0.08 KM (0.05 MI) TO THE OLD LAKE SIDE ROAD AND THE STATION.
 SY1595'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 SY1595'10 CM ( 4 INCHES) ABOVE THE GROUND SURFACE.  IT IS 11.6 M (38.1 FT)
 SY1595'SOUTH-SOUTHWEST OF THE LAKE SHORE.
 SY1595
 SY1595                          STATION RECOVERY (2000)
 SY1595
 SY1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 SY1595'6.5 KM (4.05 MI) NORTHERLY ALONG STATE HIGHWAY 513 FROM THE JUNCTION
 SY1595'OF STATE HIGHWAY 520 IN SEATTLE, THENCE 0.4 KM (0.25 MI) EASTERLY
 SY1595'ALONG THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION FACILITY
 SY1595'ENTRANCE ROAD, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG A ONE WAY
 SY1595'SERVICE ROAD, THENCE 0.15 KM (0.10 MI) EASTERLY ALONG A GRAVELED ROAD
 SY1595'TO A GATE, THENCE 0.08 KM (0.05 MI) EASTERLY ALONG A FOOT PATH, 20.5 M
 SY1595'(67.3 FT) NORTHEAST OF THE CENTER OF THE PATH, 11.8 M (38.7 FT) NORTH
 SY1595'OF REFERENCE MARK 7, 10.1 M (33.1 FT) WEST OF TRIANGULATION STATION
 SY1595'AVIATION 2, 0.2 M (0.7 FT) BELOW THE LEVEL OF THE PATH, AND THE
 SY1595'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MARK IS ON THE
 SY1595'PROPERTY OF THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATIONS
 SY1595'WESTERN AREA SUPPORT CENTER, 7600 SAND POINT WAY NORTHEAST, SEATTLE,
 SY1595'WA 98115, TELEPHONE (206) 526-6731.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0411 ***********************************************************************
 SY0411  DESIGNATION -  AVIATION RM 3
 SY0411  PID         -  SY0411
 SY0411  STATE/COUNTY-  WA/KING
 SY0411  USGS QUAD   -  
 SY0411
 SY0411                         *CURRENT SURVEY CONTROL
 SY0411  ___________________________________________________________________
 SY0411* NAD 83(1991)-  47 41 07.26009(N)    122 14 56.48559(W)     ADJUSTED  
 SY0411* NAVD 88     -         8.025  (meters)      26.33   (feet)  ADJUSTED  
 SY0411  ___________________________________________________________________
 SY0411  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 SY0411  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY0411  DYNAMIC HT  -           8.026 (meters)      26.33  (feet)  COMP
 SY0411  MODELED GRAV-     980,730.9   (mgal)                       NAVD 88
 SY0411
 SY0411  HORZ ORDER  -  THIRD
 SY0411  VERT ORDER  -  FIRST     CLASS II
 SY0411
 SY0411.The horizontal coordinates were established by classical geodetic methods
 SY0411.and adjusted by the National Geodetic Survey in December 1991..
 SY0411.No horizontal observational check was made to the station.
 SY0411
 SY0411.The orthometric height was determined by differential leveling
 SY0411.and adjusted by the National Geodetic Survey in June 1991..
 SY0411.WARNING-Repeat measurements at this control monument indicate possible
 SY0411.vertical movement.
 SY0411
 SY0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0411
 SY0411.The geoid height was determined by GEOID03.
 SY0411
 SY0411.The dynamic height is computed by dividing the NAVD 88
 SY0411.geopotential number by the normal gravity value computed on the
 SY0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0411.degrees latitude (g = 980.6199 gals.).
 SY0411
 SY0411.The modeled gravity was interpolated from observed gravity values.
 SY0411
 SY0411;                    North         East     Units Scale Factor Converg.
 SY0411;SPC WA N     -    77,176.053   393,721.918   MT  0.99997059   -1 03 14.4
 SY0411;SPC WA N     -   253,201.77  1,291,735.99   sFT  0.99997059   -1 03 14.4
 SY0411;UTM  10      - 5,281,602.276   556,359.089   MT  0.99963903   +0 33 19.2
 SY0411
 SY0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0411!SPC WA N     -   1.00000246  x   0.99997059  =   0.99997305
 SY0411!UTM  10      -   1.00000246  x   0.99963903  =   0.99964149
 SY0411
 SY0411                          SUPERSEDED SURVEY CONTROL
 SY0411
 SY0411  NAD 83(1986)-  47 41 07.25305(N)    122 14 56.49036(W) AD(       ) 3
 SY0411  NGVD 29 (??/??/??)    6.934  (m)           22.75   (f) ADJUSTED    1 2
 SY0411
 SY0411.Superseded values are not recommended for survey control.
 SY0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0411.See file dsdata.txt to determine how the superseded data were derived.
 SY0411
 SY0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5635981602(NAD 83)
 SY0411_MARKER: DR = REFERENCE MARK DISK
 SY0411_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SY0411+WITH SETTING: PAVEMENT
 SY0411_SP_SET: TOWER FOUNDATION
 SY0411_STAMPING: AVIATION 1933 1945 NO 3
 SY0411_MARK LOGO: CGS   
 SY0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0411+STABILITY: SURFACE MOTION
 SY0411
 SY0411  HISTORY     - Date     Condition        Report By
 SY0411  HISTORY     - 1945     MONUMENTED       CGS
 SY0411  HISTORY     - 1965     GOOD             CGS
 SY0411  HISTORY     - 1973     POOR             NGS
 SY0411  HISTORY     - 1982     GOOD             NOS
 SY0411  HISTORY     - 20000131 MARK NOT FOUND   NGS
 SY0411
 SY0411                          STATION DESCRIPTION
 SY0411
 SY0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0411'IN SEATTLE.
 SY0411'AT SEATTLE, AT SAND POINT NAVAL AIR STATION, ABOUT 0.4 MILE NORTHEAST
 SY0411'AND ACROSS THE RUNWAYS FROM THE CONTROL TOWER, 46.4 FEET SOUTHWEST OF
 SY0411'THE STATION, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD AROUND
 SY0411'THE RUNWAYS, 53 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 SY0411'ROAD AROUND THE RUNWAYS AND A ROAD SOUTH TO BUILDING NO. 21, IN THE
 SY0411'TOP OF A 1 BY 1-FOOT CONCRETE BLOCK (FORMER FOUNDATION FOR THE LEG OF
 SY0411'A TOWER) PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 SY0411'WITH THE ROAD.
 SY0411
 SY0411                          STATION RECOVERY (1973)
 SY0411
 SY0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0411'MARK RECOVERED IN POOR CONDITION.
 SY0411
 SY0411                          STATION RECOVERY (1982)
 SY0411
 SY0411'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982
 SY0411'RECOVERED IN GOOD CONDITION.
 SY0411
 SY0411                          STATION RECOVERY (2000)
 SY0411
 SY0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 SY0411'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5578 ***********************************************************************
 SY5578  DESIGNATION -  AVIATION RM 4
 SY5578  PID         -  SY5578
 SY5578  STATE/COUNTY-  WA/KING
 SY5578  USGS QUAD   -  
 SY5578
 SY5578                         *CURRENT SURVEY CONTROL
 SY5578  ___________________________________________________________________
 SY5578* NAD 83(1991)-  47 41 06.34850(N)    122 14 54.29930(W)     ADJUSTED  
 SY5578* NAVD 88     -         8.     (meters)      26.     (feet)  VERTCON   
 SY5578  ___________________________________________________________________
 SY5578  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 SY5578  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY5578
 SY5578  HORZ ORDER  -  THIRD
 SY5578
 SY5578.The horizontal coordinates were established by classical geodetic methods
 SY5578.and adjusted by the National Geodetic Survey in December 1991..
 SY5578
 SY5578.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5578
 SY5578.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5578
 SY5578.The geoid height was determined by GEOID03.
 SY5578
 SY5578;                    North         East     Units Scale Factor Converg.
 SY5578;SPC WA N     -    77,147.066   393,766.986   MT  0.99997062   -1 03 12.8
 SY5578;SPC WA N     -   253,106.67  1,291,883.85   sFT  0.99997062   -1 03 12.8
 SY5578;UTM  10      - 5,281,574.575   556,404.939   MT  0.99963910   +0 33 20.8
 SY5578
 SY5578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5578!SPC WA N     -   1.00000252  x   0.99997062  =   0.99997314
 SY5578!UTM  10      -   1.00000252  x   0.99963910  =   0.99964162
 SY5578
 SY5578                          SUPERSEDED SURVEY CONTROL
 SY5578
 SY5578  NAD 83(1986)-  47 41 06.34156(N)    122 14 54.30432(W) AD(       ) 3
 SY5578  NGVD 29 (04/20/88)    7.     (m)           23.     (f) VERT ANG       
 SY5578
 SY5578.Superseded values are not recommended for survey control.
 SY5578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5578.See file dsdata.txt to determine how the superseded data were derived.
 SY5578
 SY5578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5640581575(NAD 83)
 SY5578_MARKER: DR = REFERENCE MARK DISK
 SY5578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY5578_SP_SET: MANHOLE
 SY5578_STAMPING: AVIATION NO 4 1945
 SY5578_MARK LOGO: CGS   
 SY5578_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SY5578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5578+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1989
 SY5578
 SY5578  HISTORY     - Date     Condition        Report By
 SY5578  HISTORY     - 1945     MONUMENTED       CGS
 SY5578  HISTORY     - 1982     GOOD             NOS
 SY5578  HISTORY     - 19890712 GOOD             NGS
 SY5578  HISTORY     - 20000131 MARK NOT FOUND   NGS
 SY5578
 SY5578                          STATION DESCRIPTION
 SY5578
 SY5578'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RBM)
 SY5578'THE STATION IS LOCATED IN SEATTLE, ON THE WEST SHORE OF
 SY5578'LAKE WASHINGTON, ON SAND POINT, NEAR THE NORTH END OF MAGNUSON PARK
 SY5578'
 SY5578'THE STATION IS A C+GS REFERENCE MARK DISK
 SY5578'STAMPED---AVIATION NO 4 1945---, SET IN THE TOP OF THE WEST SIDE
 SY5578'OF THE SQUARE CONCRETE COLLAR THAT SURROUNDS A STEEL MANHOLE 16 FEET
 SY5578'(4.9 METERS) NORTHEAST OF THE CENTERLINE OF THE PAVED, SHORELINE
 SY5578'ROAD AND 165.3 FEET SOUTHEAST OF THE STATION AVIATION 1933.  THERE
 SY5578'IS A WOVEN WIRE FENCE BETWEEN AVIATION AND THE REFERENCE MARK.
 SY5578'THE REFERENCE MARK IS ABOUT 8 CM BELOW THE SURFACE OF THE GROUND.
 SY5578'
 SY5578'DESCRIBED BY R.B. MELBY
 SY5578
 SY5578                          STATION RECOVERY (1989)
 SY5578
 SY5578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SY5578'THE STATION IS LOCATED AT THE NATIONAL OCEANIC AND ATMOSPHERIC
 SY5578'ADMINISTRATION FACILITY AT 7600 SAND POINT WAY NORTHEAST IN SEATTLE
 SY5578'AND ON THE WESTERN SHORE OF LAKE WASHINGTON.
 SY5578'TO REACH FROM THE ENTRANCE TO THE NOAA FACILITY, GO EAST ON THE
 SY5578'ENTRANCE ROAD FOR 0.40 KM (0.25 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 SY5578'AND GO EASTERLY ON THE ONE-WAY SERVICE ROAD FOR 0.80 KM (0.50 MI) TO
 SY5578'A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE EASTERLY ON THE GRAVELED
 SY5578'ROAD FOR 0.16 KM (0.10 MI) TO A LOCKED GATE.  IF YOU FEEL YOU REALLY
 SY5578'HAVE TO DRIVE ANY FARTHER A KEY CAN BE OBTAINED FORM THE SECURITY
 SY5578'OFFICE IN BUILDING ONE.  PASS THROUGH THE GATE AND GO EASTERLY ON THE
 SY5578'PATH FOR 0.08 KM (0.05 MI) TO THE OLD LAKE SIDE ROAD AND THE STATION.
 SY5578'THE MARK IS SET IN A DRILL HOLE IN THE CONCRETE COLLAR AROUND A SQUARE
 SY5578'MANHOLE COVER.  IT IS 4.9 M (16.1 FT) NORTHEAST OF THE SHORE LINE
 SY5578'ROAD IN MAGNUSON PARK AND 83.2 M (273.0 FT) SOUTHEAST OF A WITNESS
 SY5578'POST.
 SY5578
 SY5578                          STATION RECOVERY (2000)
 SY5578
 SY5578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 SY5578'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2108 ***********************************************************************
 SA2108  DESIGNATION -  AVID
 SA2108  PID         -  SA2108
 SA2108  STATE/COUNTY-  WA/ADAMS
 SA2108  USGS QUAD   -  PROVIDENCE (1970)
 SA2108
 SA2108                         *CURRENT SURVEY CONTROL
 SA2108  ___________________________________________________________________
 SA2108* NAD 83(1991)-  46 55 36.85005(N)    118 40 57.59230(W)     ADJUSTED  
 SA2108* NAVD 88     -       565.3    (meters)    1855.     (feet)  VERTCON   
 SA2108  ___________________________________________________________________
 SA2108  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 SA2108  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 SA2108
 SA2108  HORZ ORDER  -  SECOND
 SA2108
 SA2108.The horizontal coordinates were established by classical geodetic methods
 SA2108.and adjusted by the National Geodetic Survey in December 1991..
 SA2108
 SA2108.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2108
 SA2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2108
 SA2108.The geoid height was determined by GEOID03.
 SA2108
 SA2108;                    North         East     Units Scale Factor Converg.
 SA2108;SPC WA S     -   178,721.750   638,386.055   MT  0.99993237   +1 19 12.4
 SA2108;SPC WA S     -   586,356.27  2,094,438.25   sFT  0.99993237   +1 19 12.4
 SA2108;UTM  11      - 5,198,415.368   371,901.308   MT  0.99980168   -1 13 45.6
 SA2108
 SA2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2108!SPC WA S     -   0.99991459  x   0.99993237  =   0.99984697
 SA2108!UTM  11      -   0.99991459  x   0.99980168  =   0.99971629
 SA2108
 SA2108:                Primary Azimuth Mark                     Grid Az
 SA2108:SPC WA S     -  AVID AZ MK                               088 02 26.5
 SA2108:UTM  11      -  AVID AZ MK                               090 35 24.5
 SA2108
 SA2108|---------------------------------------------------------------------|
 SA2108| PID    Reference Object                     Distance      Geod. Az  |
 SA2108|                                                           dddmmss.s |
 SA2108| CF4398 AVID AZ MK                                         0892138.9 |
 SA2108| CF4399 AVID RM 1                            18.883 METERS 08925     |
 SA2108| CF4400 AVID RM 2                            13.335 METERS 35727     |
 SA2108|---------------------------------------------------------------------|
 SA2108
 SA2108                          SUPERSEDED SURVEY CONTROL
 SA2108
 SA2108  NAD 83(1986)-  46 55 36.85981(N)    118 40 57.58281(W) AD(       ) 2
 SA2108  NAD 27      -  46 55 37.34600(N)    118 40 53.61700(W) AD(       ) 2
 SA2108  NGVD 29 (07/19/86)  564.2    (m)         1851.     (f) VERT ANG       
 SA2108
 SA2108.Superseded values are not recommended for survey control.
 SA2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2108.See file dsdata.txt to determine how the superseded data were derived.
 SA2108
 SA2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7190198415(NAD 83)
 SA2108_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2108
 SA2108  HISTORY     - Date     Condition        Report By
 SA2108  HISTORY     - 1950     MONUMENTED       CGS
 SA2108  HISTORY     - 1970     SEE DESCRIPTION  USGS
 SA2108
 SA2108                          STATION DESCRIPTION
 SA2108
 SA2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SA2108'STATION IS LOCATED, AIRLINE, ABOUT 10 MILES NORTHWEST OF
 SA2108'CUNNINGHAM, 5 MILES SOUTHEAST OF LIND, ON THE SOUTH SIDE OF A
 SA2108'GRAVELED ROAD AND DIRECTLY UNDER A POWER LINE.  IT IS ON THE
 SA2108'HIGHEST POINT OF A NORTH-SOUTH RIDGE.
 SA2108'
 SA2108'STATION MARK, STAMPED AVID 1950, IS A STANDARD BRONZE DISK SET IN THE
 SA2108'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 SA2108'THE GROUND.  IT IS 23.5 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 SA2108'ROAD AND ABOUT MIDWAY BETWEEN TWO POWER POLES.
 SA2108'
 SA2108'REFERENCE MARK NUMBER 1, STAMPED AVID NO 1 1950, IS A STANDARD BRONZE
 SA2108'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 SA2108'3 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 SA2108'STATION MARK.  IT IS 23.0 FEET SOUTH OF THE CENTERLINE OF THE
 SA2108'GRAVELED ROAD AND DIRECTLY UNDER THE POWER LINE.
 SA2108'
 SA2108'REFERENCE MARK NUMBER 2, STAMPED AVID NO 2 1950, IS A STANDARD BRONZE
 SA2108'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 SA2108'3 INCHES ABOVE THE GROUND AND IS ABOUT 6 INCHES LOWER IN ELEVATION
 SA2108'THAN THE STATION MARK.  IT IS 20.3 FEET NORTH OF THE CENTERLINE OF
 SA2108'THE GRAVELED ROAD.
 SA2108'
 SA2108'AZIMUTH MARK, STAMPED AVID 1950, IS A STANDARD BRONZE DISK SET IN THE
 SA2108'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 SA2108'THE GROUND.  IT IS 18 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 SA2108'ROAD AND 50 FEET NORTH OF A POWER POLE ON THE SOUTH SIDE OF THE
 SA2108'ROAD.  TO REACH FROM THE STATION, GO EAST ON THE GRAVELED ROAD FOR
 SA2108'1.6 MILES TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.
 SA2108'
 SA2108'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 SA2108'LIND, GO SOUTH ON U.S. HIGHWAY 395, TOWARDS CONNELL, FOR 3.4 MILES.
 SA2108'TURN RIGHT, WEST, ON GRAVELED ROAD AND GO 3.4 MILES TO THE STATION
 SA2108'ON THE LEFT SIDE OF THE ROAD.
 SA2108
 SA2108                          STATION RECOVERY (1970)
 SA2108
 SA2108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SA2108'A THOROUGH SEARCH WAS MADE IN THE GENERAL AREA OF THE DESCRIPTION,
 SA2108'BUT THE STATION MARK WASNT FOUND.
 SA2108'
 SA2108'THE FARMER HAS CULTIVATED ALL THE GROUND BETWEEN THE ROAD AND THE
 SA2108'POWER LINE.  BELIEVE THE STATION MARK AND REFERENCE MARKS WERE
 SA2108'DESTROYED WHEN THE CULTIVATING WAS DONE IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1887 ***********************************************************************
 SA1887  DESIGNATION -  AYERS
 SA1887  PID         -  SA1887
 SA1887  STATE/COUNTY-  WA/FRANKLIN
 SA1887  USGS QUAD   -  MONUMENTAL ROCK (1981)
 SA1887
 SA1887                         *CURRENT SURVEY CONTROL
 SA1887  ___________________________________________________________________
 SA1887* NAD 83(1991)-  46 35 47.97204(N)    118 23 25.52910(W)     ADJUSTED  
 SA1887* NAVD 88     -       376.8    (meters)    1236.     (feet)  VERTCON   
 SA1887  ___________________________________________________________________
 SA1887  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 SA1887  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 SA1887
 SA1887  HORZ ORDER  -  THIRD
 SA1887
 SA1887.The horizontal coordinates were established by classical geodetic methods
 SA1887.and adjusted by the National Geodetic Survey in December 1991..
 SA1887
 SA1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1887
 SA1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1887
 SA1887.The geoid height was determined by GEOID03.
 SA1887
 SA1887;                    North         East     Units Scale Factor Converg.
 SA1887;SPC WA S     -   142,579.771   661,616.198   MT  0.99991462   +1 31 56.6
 SA1887;SPC WA S     -   467,780.47  2,170,652.48   sFT  0.99991462   +1 31 56.6
 SA1887;UTM  11      - 5,161,282.814   393,499.868   MT  0.99973941   -1 00 37.0
 SA1887
 SA1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1887!SPC WA S     -   0.99994421  x   0.99991462  =   0.99985883
 SA1887!UTM  11      -   0.99994421  x   0.99973941  =   0.99968363
 SA1887
 SA1887|---------------------------------------------------------------------|
 SA1887| PID    Reference Object                     Distance      Geod. Az  |
 SA1887|                                                           dddmmss.s |
 SA1887| CF4402 AYERS RM 1                            8.961 METERS 21120     |
 SA1887| SA1888 AYERS ROCK CAIRN CENTER              19.507 METERS 24415     |
 SA1887| CF4403 AYERS RM 2                           10.245 METERS 29036     |
 SA1887| CF4401 AYERS AZ MK                                        3172255.7 |
 SA1887|---------------------------------------------------------------------|
 SA1887
 SA1887                          SUPERSEDED SURVEY CONTROL
 SA1887
 SA1887  NAD 83(1986)-  46 35 47.98026(N)    118 23 25.51983(W) AD(       ) 3
 SA1887  NAD 27      -  46 35 48.46500(N)    118 23 21.59900(W) AD(       ) 3
 SA1887  NGVD 29 (07/19/86)  375.8    (m)         1233.     (f) VERT ANG       
 SA1887
 SA1887.Superseded values are not recommended for survey control.
 SA1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1887.See file dsdata.txt to determine how the superseded data were derived.
 SA1887
 SA1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM9350061283(NAD 83)
 SA1887_MARKER: DS = TRIANGULATION STATION DISK
 SA1887_SETTING: 66 = SET IN ROCK OUTCROP
 SA1887
 SA1887  HISTORY     - Date     Condition        Report By
 SA1887  HISTORY     - 1946     MONUMENTED       CGS
 SA1887  HISTORY     - 1960     GOOD             CGS
 SA1887  HISTORY     - 1968     GOOD             CGS
 SA1887
 SA1887                          STATION DESCRIPTION
 SA1887
 SA1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SA1887'STATION IS LOCATED ABOUT 11 MILES E AND 1-1/2 MILES S OF KAHLOTUS,
 SA1887'AND 1 MILE NW OF THE AYERS JUNCTION RAILROAD SIDING, ON LAND OWNED
 SA1887'BY VIRGIL DAVIN OF WALLA WALLA.  IT IS SITUATED AT THE N END OF
 SA1887'A ROCKY KNOLL, 64 FEET N OF A ROCK CAIRN.
 SA1887'
 SA1887'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 SA1887'OUTCROPPING BEDROCK.  IT IS NEAR A WHITE WOODEN WITNESS
 SA1887'POST.  DISK IS STAMPED AYERS 1946.
 SA1887'
 SA1887'REFERENCE MARK 1 IS S OF THE STATION AND 4 FEET BELOW IT.  IT IS
 SA1887'A BRONZE REFERENCE DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE
 SA1887'WHICH PROJECTS 8 INCHES.  DISK IS STAMPED AYERS NO 1 1946.
 SA1887'
 SA1887'REFERENCE MARK 2 IS W OF THE STATION AND 4-1/2 FEET BELOW IT.  IT
 SA1887'IS A BRONZE REFERENCE DISK WELDED TO THE TOP OF A 3-INCH IRON
 SA1887'PIPE WHICH PROJECTS 6 INCHES.  DISK IS STAMPED AYERS NO 2 1946.
 SA1887'
 SA1887'AZIMUTH MARK IS 0.2 MILE (AIR LINE) NW OF THE STATION, ON THE E
 SA1887'SLOPE OF A SMALL HOGBACK RIDGE, AND 86 FEET S OF THE S END OF A
 SA1887'PROMINENT BLACK MOUND OF SOLID ROCK.  IT IS A BRONZE AZIMUTH DISK
 SA1887'WELDED TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6
 SA1887'INCHES.  DISK IS STAMPED AYERS 1946.  TO REACH FROM THE STATION,
 SA1887'GO NW FOR APPROXIMATELY 0.2 MILE TO THE MARK AS DESCRIBED.
 SA1887'
 SA1887'TO REACH THE STATION FROM THE POST OFFICE IN KAHLOTUS, GO E FOR
 SA1887'0.2 MILE TO STATE HIGHWAY 11B, TURN LEFT AND FOLLOW HIGHWAY 11B
 SA1887'FOR 4.0 MILES.  TURN RIGHT ACROSS RAILROAD TRACKS AND GO 2.15
 SA1887'MILES TO A FORKS, TAKE THE LEFT FORK AND GO 6.85 MILES TO A TRACK
 SA1887'ROAD LEFT, ABOUT 0.1 MILE BEFORE REACHING A CONCRETE
 SA1887'UNDERPASS.  TURN LEFT AND FOLLOW A TRACK ROAD UP THE CANYON FOR
 SA1887'1.45 MILES TO AN OLD CORRAL, KEEP RIGHT OF THE CORRAL AND
 SA1887'CONTINUE UP THE CANYON FOR 1.15 MILES TO A FORKS, TAKE THE
 SA1887'RIGHT FORK AND GO 1.15 MILES TO THE AZIMUTH MARK.  FROM THIS
 SA1887'POINT, GO E CROSS COUNTRY FOR APPROXIMATELY 0.2 MILE TO THE
 SA1887'STATION AS DESCRIBED.
 SA1887'
 SA1887'HEIGHT OF LIGHT ABOVE STATION MARK 0 METER.
 SA1887
 SA1887                          STATION RECOVERY (1960)
 SA1887
 SA1887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SA1887'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 SA1887'CONDITION.  DISTANCES TO THE REFERENCE MARKS WERE MEASURED AND
 SA1887'FOUND TO BE, NO. 1 (29.44 FEET- 8.925 METERS), AND NO. 2 (33.60
 SA1887'FEET- 10.242 METERS).  DESCRIPTION BY J.T.J. IN 1946 IS ADEQUATE
 SA1887'AND CORRECT EXCEPT FOR THE FOLLOWING--
 SA1887'
 SA1887'AZIMUTH MARK IS ABOUT 46.0 FEET WEST OF THE CENTERLINE OF TRACK
 SA1887'ROAD AND NEAR THE BASE OF THE EAST SLOPE OF A SMALL HOG BACK RIDGE.
 SA1887
 SA1887                          STATION RECOVERY (1968)
 SA1887
 SA1887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RBM)
 SA1887'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 SA1887'GOOD CONDITION AS DESCRIBED IN 1946.
 SA1887'
 SA1887'TO REACH FROM THE POST OFFICE IN KAHLOTUS, GO EAST 0.2 MILE TO A
 SA1887'JUNCTION, TURN LEFT, GO 0.2 MILE, TURN RIGHT ON STATE HIGHWAY 260,
 SA1887'GO 3.5 MILES TOWARD WASHTUCNA, TURN RIGHT ON A GRAVEL ROAD, GO
 SA1887'SOUTHWARD 1.6 MILES TO A GROUP OF FARM BUILDING, GO 0.5 MILE
 SA1887'PASSING TO THE LEFT OF THE BUILDINGS TO A ROAD FORK, TAKE LEFT
 SA1887'FORK GO 4.9 MILES TO A ROAD FORK, TAKE RIGHT FORK (STRAIGHT
 SA1887'AHEAD) GO 1.5 MILES TO A ROAD FORK (ABOUT 100 YARDS NORTH OF A
 SA1887'CONCRETE RAILROAD OVERPASS) TURN SHARP LEFT, GO 2.2 MILES UP
 SA1887'CANYON ROAD TO OLD CORRALS, GO 0.3 MILE PASSING TO THE LEFT OF
 SA1887'THE CORRALS, TO A ROAD FORK, TAKE RIGHT FORK GO 1.1 MILE TO A
 SA1887'DARK, ROCKY OUTCROP ON THE RIGHT AND AZIMUTH MARK, SWING LEFT
 SA1887'(EAST) ACROSS COUNTRY, GO 0.3 MILE TO STATION.
 SA1887'
 SA1887'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA1887'1 MILE NORTH OF AYER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1888 ***********************************************************************
 SA1888  DESIGNATION -  AYERS ROCK CAIRN CENTER
 SA1888  PID         -  SA1888
 SA1888  STATE/COUNTY-  WA/FRANKLIN
 SA1888  USGS QUAD   -  MONUMENTAL ROCK (1981)
 SA1888
 SA1888                         *CURRENT SURVEY CONTROL
 SA1888  ___________________________________________________________________
 SA1888* NAD 83(1991)-  46 35 47.69759(N)    118 23 26.35456(W)     ADJUSTED  
 SA1888* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 SA1888  ___________________________________________________________________
 SA1888  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 SA1888  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 SA1888
 SA1888  HORZ ORDER  -  THIRD
 SA1888
 SA1888.The horizontal coordinates were established by classical geodetic methods
 SA1888.and adjusted by the National Geodetic Survey in December 1991..
 SA1888.No horizontal observational check was made to the station.
 SA1888
 SA1888.The orthometric height was scaled from a topographic map.
 SA1888
 SA1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1888
 SA1888.The geoid height was determined by GEOID03.
 SA1888
 SA1888;                    North         East     Units Scale Factor Converg.
 SA1888;SPC WA S     -   142,570.830   661,598.863   MT  0.99991462   +1 31 56.0
 SA1888;SPC WA S     -   467,751.13  2,170,595.60   sFT  0.99991462   +1 31 56.0
 SA1888;UTM  11      - 5,161,274.653   393,482.156   MT  0.99973946   -1 00 37.6
 SA1888
 SA1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1888!SPC WA S     -   0.99994418  x   0.99991462  =   0.99985880
 SA1888!UTM  11      -   0.99994418  x   0.99973946  =   0.99968365
 SA1888
 SA1888                          SUPERSEDED SURVEY CONTROL
 SA1888
 SA1888  NAD 83(1986)-  46 35 47.70581(N)    118 23 26.34529(W) AD(       ) 3
 SA1888  NAD 27      -  46 35 48.19100(N)    118 23 22.42400(W) AD(       ) 3
 SA1888
 SA1888.Superseded values are not recommended for survey control.
 SA1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1888.See file dsdata.txt to determine how the superseded data were derived.
 SA1888
 SA1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM9348261275(NAD 83)
 SA1888_MARKER: 72 = CAIRN
 SA1888_MARK LOGO: CGS   
 SA1888
 SA1888  HISTORY     - Date     Condition        Report By
 SA1888  HISTORY     - 1946     FIRST OBSERVED   CGS
 SA1888  HISTORY     - 1960     GOOD             CGS
 SA1888
 SA1888                          STATION DESCRIPTION
 SA1888
 SA1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SA1888'STATION RECOVERED WAS PILE OF ROCKS ABOUT 64 FEET SOUTHWEST OF
 SA1888'TRIANGULATION STATION AYERS 1946, ABOUT 2.5 FEET HIGH, AND ABOUT
 SA1888'3 FEET IN DIAMETER.  SOME ROCKS APPEAR TO HAVE BEEN REMOVED FROM
 SA1888'THE TOP OF THE CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1615 ***********************************************************************
 SY1615  DESIGNATION -  AYOCKS POINT 2
 SY1615  PID         -  SY1615
 SY1615  STATE/COUNTY-  WA/MASON
 SY1615  USGS QUAD   -  ELDON (1985)
 SY1615
 SY1615                         *CURRENT SURVEY CONTROL
 SY1615  ___________________________________________________________________
 SY1615* NAD 83(1991)-  47 30 25.78856(N)    123 03 16.18320(W)     ADJUSTED  
 SY1615* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 SY1615  ___________________________________________________________________
 SY1615  LAPLACE CORR-         -12.70  (seconds)                    DEFLEC99
 SY1615  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SY1615
 SY1615  HORZ ORDER  -  SECOND
 SY1615
 SY1615.The horizontal coordinates were established by classical geodetic methods
 SY1615.and adjusted by the National Geodetic Survey in December 1991..
 SY1615
 SY1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1615
 SY1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1615
 SY1615.The geoid height was determined by GEOID03.
 SY1615
 SY1615;                    North         East     Units Scale Factor Converg.
 SY1615;SPC WA S     -   244,752.695   307,586.478   MT  1.00004444   -1 51 20.1
 SY1615;SPC WA S     -   802,992.80  1,009,139.97   sFT  1.00004444   -1 51 20.1
 SY1615;SPC WA N     -    58,802.160   332,695.949   MT  0.99999867   -1 39 13.3
 SY1615;SPC WA N     -   192,920.09  1,091,519.96   sFT  0.99999867   -1 39 13.3
 SY1615;UTM  10      - 5,261,527.295   495,896.328   MT  0.99960021   -0 02 24.7
 SY1615
 SY1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1615!SPC WA S     -   1.00000277  x   1.00004444  =   1.00004721
 SY1615!SPC WA N     -   1.00000277  x   0.99999867  =   1.00000144
 SY1615!UTM  10      -   1.00000277  x   0.99960021  =   0.99960298
 SY1615
 SY1615:                Primary Azimuth Mark                     Grid Az
 SY1615:SPC WA S     -  SAND                                     005 42 01.5
 SY1615:SPC WA N     -  SAND                                     005 29 54.7
 SY1615:UTM  10      -  SAND                                     003 53 06.1
 SY1615
 SY1615|---------------------------------------------------------------------|
 SY1615| PID    Reference Object                     Distance      Geod. Az  |
 SY1615|                                                           dddmmss.s |
 SY1615| SY1625 SAND                                APPROX. 1.0 KM 0035041.4 |
 SY1615| SY1626 FLAG POLE N OF STA WINTER 2         APPROX. 3.1 KM 0544339.8 |
 SY1615| DD9347 AYOCKS POINT 2 RM 1                  33.350 METERS 23809     |
 SY1615| DD9348 AYOCKS POINT 2 RM 2                  26.942 METERS 32002     |
 SY1615|---------------------------------------------------------------------|
 SY1615
 SY1615                          SUPERSEDED SURVEY CONTROL
 SY1615
 SY1615  NAD 83(1986)-  47 30 25.78521(N)    123 03 16.19069(W) AD(       ) 2
 SY1615  NAD 27      -  47 30 26.45000(N)    123 03 11.63200(W) AD(       ) 2
 SY1615  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 SY1615
 SY1615.Superseded values are not recommended for survey control.
 SY1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1615.See file dsdata.txt to determine how the superseded data were derived.
 SY1615
 SY1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9589661527(NAD 83)
 SY1615_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1615
 SY1615  HISTORY     - Date     Condition        Report By
 SY1615  HISTORY     - 1934     MONUMENTED       CGS
 SY1615  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY1615
 SY1615                          STATION DESCRIPTION
 SY1615
 SY1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY1615'LOCATED ON A PROMINENT SPIT KNOWN AS AYOCKS POINT ON THE WEST SIDE
 SY1615'OF HOOD CANAL ABOUT 2.4 MILES (NAUTICAL) SOUTH OF THE HAMA HAMA
 SY1615'RIVER.  A TOURIST CAMP KNOWN AS STETSONS RESORT IS ABOUT 300 METERS
 SY1615'TO THE SOUTH.  IT IS ABOUT 25 FT BACK OF HIGH WATER LINE.  A GREY
 SY1615'BUNGALOW OWNED BY MRS. N.B. GRAVES SETS DIRECTLY INSHORE ABOUT
 SY1615'400 METERS AND A RED BARN AND OUT-BUILDING IS ABOUT THE SAME
 SY1615'DISTANCE AND SLIGHTLY TO THE NORTH OF THE BUNGALOW.
 SY1615'
 SY1615'UNDERGROUND MARK IS A STANDARD DISK SET IN A MASS OF CONCRETE
 SY1615'ABOUT 30 INCHES BELOW THE SURFACE.
 SY1615'
 SY1615'SURFACE MARK IS A STANDARD DISK SET IN BLOCK OF CONCRETE 6 IN X
 SY1615'6 IN X 18 IN, SET IN A MASS OF CONCRETE 24 IN DEEP AND 16 IN IN
 SY1615'DIAMETER.  TOP PROJECTS ABOUT 3 IN ABOVE SURFACE OF GROUND.
 SY1615'
 SY1615'REF. MARK 1 IS A STANDARD DISK SET IN BLOCK OF CONCRETE 6 IN X
 SY1615'6 IN X 18 IN TO THE S.W. AND ABOUT 10 FEET OUTSIDE FENCE AND 10
 SY1615'FEET BACK OF HIGH WATER LINE.
 SY1615'
 SY1615'REF. MARK 2 IS THE SAME TO THE N.W. AND ABOUT 2 FEET OUTSIDE
 SY1615'FENCE LINE AND 10 FEET BACK OF HIGH WATER LINE.
 SY1615'
 SY1615'WITNESS MARK 1 IS THE CORNER POST OF A WIRE FENCE DIRECTLY TO THE
 SY1615'WESTWARD OF THE CENTER.
 SY1615
 SY1615                          STATION RECOVERY (1956)
 SY1615
 SY1615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY1615'THE STATION MARK, STAMPED AYOCKS POINT 2 1934, WAS RECOVERED.  IT
 SY1615'WAS LEANING AND APPEARED TO HAVE BEEN MOVED.
 SY1615'
 SY1615'ANOTHER STATION MARK, STAMPED AYOCKS POINT 2 1934 WAS FOUND
 SY1615'NEARBY.  IT WAS SET IN AN IRREGULAR MASS OF CONCRETE, AND HAD
 SY1615'EVIDENTLY BEEN WASHED OUT BY THE TIDES.  THIS MARK, BELIEVED TO
 SY1615'HAVE BEEN THE ORIGINAL SUB-SURFACE MARK, WAS DESTROYED BY THIS
 SY1615'PARTY.
 SY1615'
 SY1615'A SEARCH WAS MADE FOR REFERENCE MARKS 1 AND 2 BUT THEY WERE NOT
 SY1615'FOUND.
 SY1615'
 SY1615'A STATION MARK, STAMPED AYOCKS POINT 3 1955, WAS ESTABLISHED ON
 SY1615'THIS DATE.
 SY1615'
 SY1615'AYOCKS POINT 2 1934 WAS FOUND TO HAVE BEEN MOVED AND WAS DESTROYED
 SY1615'BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1617 ***********************************************************************
 SY1617  DESIGNATION -  AYOCKS POINT 3
 SY1617  PID         -  SY1617
 SY1617  STATE/COUNTY-  WA/MASON
 SY1617  USGS QUAD   -  ELDON (1985)
 SY1617
 SY1617                         *CURRENT SURVEY CONTROL
 SY1617  ___________________________________________________________________
 SY1617* NAD 83(1991)-  47 30 26.07030(N)    123 03 16.35181(W)     ADJUSTED  
 SY1617* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 SY1617  ___________________________________________________________________
 SY1617  LAPLACE CORR-         -12.71  (seconds)                    DEFLEC99
 SY1617  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SY1617
 SY1617  HORZ ORDER  -  THIRD
 SY1617
 SY1617.The horizontal coordinates were established by classical geodetic methods
 SY1617.and adjusted by the National Geodetic Survey in December 1991..
 SY1617
 SY1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1617
 SY1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1617
 SY1617.The geoid height was determined by GEOID03.
 SY1617
 SY1617;                    North         East     Units Scale Factor Converg.
 SY1617;SPC WA S     -   244,761.506   307,583.233   MT  1.00004446   -1 51 20.2
 SY1617;SPC WA S     -   803,021.71  1,009,129.32   sFT  1.00004446   -1 51 20.2
 SY1617;SPC WA N     -    58,810.960   332,692.674   MT  0.99999866   -1 39 13.4
 SY1617;SPC WA N     -   192,948.96  1,091,509.21   sFT  0.99999866   -1 39 13.4
 SY1617;UTM  10      - 5,261,535.995   495,892.807   MT  0.99960021   -0 02 24.8
 SY1617
 SY1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1617!SPC WA S     -   1.00000277  x   1.00004446  =   1.00004723
 SY1617!SPC WA N     -   1.00000277  x   0.99999866  =   1.00000143
 SY1617!UTM  10      -   1.00000277  x   0.99960021  =   0.99960298
 SY1617
 SY1617:                Primary Azimuth Mark                     Grid Az
 SY1617:SPC WA S     -  LIZZARD                                  089 15 02.5
 SY1617:SPC WA N     -  LIZZARD                                  089 02 55.7
 SY1617:UTM  10      -  LIZZARD                                  087 26 07.1
 SY1617
 SY1617|---------------------------------------------------------------------|
 SY1617| PID    Reference Object                     Distance      Geod. Az  |
 SY1617|                                                           dddmmss.s |
 SY1617| SY1622 LIZZARD                             APPROX. 2.3 KM 0872342.3 |
 SY1617| SY1616 AYOCKS POINT 4                        8.179 METERS 08724     |
 SY1617| SY1615 AYOCKS POINT 2                        9.389 METERS 15756     |
 SY1617| DD9349 AYOCKS POINT 3 RM 3                   7.880 METERS 21921     |
 SY1617| DD9350 AYOCKS POINT 3 RM 4                  10.243 METERS 31207     |
 SY1617|---------------------------------------------------------------------|
 SY1617
 SY1617                          SUPERSEDED SURVEY CONTROL
 SY1617
 SY1617  NAD 83(1986)-  47 30 26.06673(N)    123 03 16.36009(W) AD(       ) 3
 SY1617  NAD 27      -  47 30 26.73200(N)    123 03 11.79700(W) AD(       ) 3
 SY1617  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 SY1617
 SY1617.Superseded values are not recommended for survey control.
 SY1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1617.See file dsdata.txt to determine how the superseded data were derived.
 SY1617
 SY1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9589361536(NAD 83)
 SY1617_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY1617
 SY1617  HISTORY     - Date     Condition        Report By
 SY1617  HISTORY     - 1956     MONUMENTED       CGS
 SY1617  HISTORY     - 1959     SEE DESCRIPTION  CGS
 SY1617  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1617
 SY1617                          STATION DESCRIPTION
 SY1617
 SY1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY1617'THE STATION IS LOCATED 24 MILES SOUTHWEST OF QUILCENE, 9 MILES
 SY1617'NORTHEAST OF HOODSPORT, ON THE WEST SHORE OF THE HOOD CANAL,
 SY1617'AND ON A PROMINENT POINT THAT IS KNOWN AS AYOCKS POINT.
 SY1617'
 SY1617'TO REACH THE STATION FROM THE POST OFFICE IN HOODSPORT, GO NORTH
 SY1617'ON U.S. HIGHWAY 101 FOR 8.9 MILES TO A DRIVEWAY ON THE RIGHT
 SY1617'AND A LOCKED GATE.  THE PROPERTY BELONGS TO MRS. M.B. GRAVES WHO
 SY1617'LIVES IN THE HOUSE TO THE EAST OF THE GATE.  PASS THROUGH THE
 SY1617'GATE, TAKE THE ROAD TO THE LEFT, PASSING THE RED BARN, THENCE
 SY1617'EAST TO THE EAST END OF THE SPIT AND THE STATION, A TOTAL
 SY1617'DISTANCE OF 0.2 MILE.  THIS IS A DRIVE STATION WITH A
 SY1617'4/WHEEL DRIVE VEHICLE.
 SY1617'
 SY1617'THE STATION MARK IS A STANDARD DISK STAMPED AYOCKS POINT 3
 SY1617'1955.  IT IS SET IN A CONCRETE CYLINDER WHICH PROJECTS 3
 SY1617'INCHES.  THE MARK IS 12 FEET SOUTH OF A WITNESS POST AND 22 FEET
 SY1617'WEST OF THE HIGH WATER LINE.
 SY1617'
 SY1617'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AYOCKS POINT 3 NO
 SY1617'3 1955.  IT IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 SY1617'4 INCHES.  THE MARK IS ABOUT 8 INCHES LOWER THAN THE STATION AND
 SY1617'14 FEET WEST OF THE HIGH WATER LINE.
 SY1617'
 SY1617'REFERENCE MARK 4 IS A STANDARD DISK STAMPED AYOCKS POINT 3
 SY1617'NO 4 1955.  IT IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 SY1617'PROJECTS 4 INCHES.  THE MARK IS ABOUT 8 INCHES HIGHER THAN THE
 SY1617'STATION AND 25 FEET SOUTH OF THE HIGH WATER LINE.
 SY1617'
 SY1617'STATION LIZZARD CAN BE USED FOR AN AZIMUTH.
 SY1617
 SY1617                          STATION RECOVERY (1959)
 SY1617
 SY1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCM)
 SY1617'STATION MARK AND RMS 3 AND 4 WERE RECOVERED AS DESCRIBED WITH
 SY1617'THE FOLLOWING EXCEPTIONS--
 SY1617'
 SY1617'THE ENTIRE AREA BETWEEN THE SPIT AND THE MAINLAND HAS BEEN
 SY1617'FILLED FOR A REAL ESTATE DEVELOPMENT.  THE ABOVE THREE MARKS
 SY1617'ARE COVERED WITH ABOUT ONE FOOT OF FILL AND WILL EVENTUALLY
 SY1617'BE UNDER LAWN AREAS.
 SY1617'
 SY1617'A NEW STATION, AYOCKS POINT 4 1959 WAS SET EXACTLY ON LINE WITH
 SY1617'STATION LIZZARD AND TWO NEW RMS NOS. 5 AND 6, 1959, WERE
 SY1617'ESTABLISHED AND LOCATED.  SEE COMPLETE NEW DESCRIPTION FOR THAT
 SY1617'STATION.
 SY1617'
 SY1617'STATION MARK MAY HAVE BEEN MOVED (SLIGHTLY LESS THAN 1
 SY1617'CENTIMETER) DURING GRADING.
 SY1617'
 SY1617'AFTER MEASUREMENTS WERE COMPLETED, THE MARKS FOR AYOCKS POINT
 SY1617'3 AND RMS 3 AND 4 WERE COVERED OVER, UNDISTURBED.
 SY1617
 SY1617                          STATION RECOVERY (1967)
 SY1617
 SY1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1617'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 SY1617'MARKS WERE NOT FOUND AND THEY ARE BELIEVED TO BE BURIED UNDER
 SY1617'A HOUSE OR LOST DURING ITS CONSTRUCTION.
 SY1617'
 SY1617'THE STATION IS A STANDARD DISK STAMPED AYOCKS POINT 3 1955 SET
 SY1617'IN A 12 INCH IN DIAMETER CONCRETE MONUMENT, 8 INCHES BELOW THE
 SY1617'SURFACE OF THE GROUND, 26.82 FEET WEST OF STATION AYOCKS POINT 4
 SY1617'1959, 6.2 FEET SOUTHEAST OF THE EAST WALL OF THE ROBERT B.
 SY1617'THOMPSON RESIDENCE AND 28.2 FEET NORTHEAST OF THE SOUTH CORNER OF
 SY1617'THE HOUSE.
 SY1617'
 SY1617'TO REACH FROM THE POST OFFICE IN HOODSPORT, GO NORTH ABOUT 50
 SY1617'YARDS, TURN LEFT, GO 8.9 MILES NORTH ALONG U.S. HIGHWAY 101, TURN
 SY1617'RIGHT ON A SIDE ROAD GO 0.2 MILE TO EASTERNMOST HOUSE ON THE POINT
 SY1617'AND THE STATION ON THE EAST SIDE OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1616 ***********************************************************************
 SY1616  DESIGNATION -  AYOCKS POINT 4
 SY1616  PID         -  SY1616
 SY1616  STATE/COUNTY-  WA/MASON
 SY1616  USGS QUAD   -  ELDON (1985)
 SY1616
 SY1616                         *CURRENT SURVEY CONTROL
 SY1616  ___________________________________________________________________
 SY1616* NAD 83(1991)-  47 30 26.08233(N)    123 03 15.96135(W)     ADJUSTED  
 SY1616* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY1616  ___________________________________________________________________
 SY1616  LAPLACE CORR-         -12.70  (seconds)                    DEFLEC99
 SY1616  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SY1616
 SY1616  HORZ ORDER  -  THIRD
 SY1616
 SY1616.The horizontal coordinates were established by classical geodetic methods
 SY1616.and adjusted by the National Geodetic Survey in December 1991..
 SY1616.No horizontal observational check was made to the station.
 SY1616
 SY1616.The orthometric height was scaled from a topographic map.
 SY1616
 SY1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1616
 SY1616.The geoid height was determined by GEOID03.
 SY1616
 SY1616;                    North         East     Units Scale Factor Converg.
 SY1616;SPC WA S     -   244,761.613   307,591.412   MT  1.00004446   -1 51 19.9
 SY1616;SPC WA S     -   803,022.06  1,009,156.16   sFT  1.00004446   -1 51 19.9
 SY1616;SPC WA N     -    58,811.095   332,700.852   MT  0.99999866   -1 39 13.2
 SY1616;SPC WA N     -   192,949.40  1,091,536.05   sFT  0.99999866   -1 39 13.2
 SY1616;UTM  10      - 5,261,536.361   495,900.975   MT  0.99960021   -0 02 24.5
 SY1616
 SY1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1616!SPC WA S     -   1.00000270  x   1.00004446  =   1.00004716
 SY1616!SPC WA N     -   1.00000270  x   0.99999866  =   1.00000136
 SY1616!UTM  10      -   1.00000270  x   0.99960021  =   0.99960291
 SY1616
 SY1616:                Primary Azimuth Mark                     Grid Az
 SY1616:SPC WA S     -  LIZZARD                                  089 15 02.5
 SY1616:SPC WA N     -  LIZZARD                                  089 02 55.8
 SY1616:UTM  10      -  LIZZARD                                  087 26 07.1
 SY1616
 SY1616|---------------------------------------------------------------------|
 SY1616| PID    Reference Object                     Distance      Geod. Az  |
 SY1616|                                                           dddmmss.s |
 SY1616| SY1622 LIZZARD                             APPROX. 2.2 KM 0872342.6 |
 SY1616| DD9351 AYOCKS POINT 4 RM 5                  15.326 METERS 22820     |
 SY1616| DD9352 AYOCKS POINT 4 RM 6                  18.117 METERS 32037     |
 SY1616|---------------------------------------------------------------------|
 SY1616
 SY1616                          SUPERSEDED SURVEY CONTROL
 SY1616
 SY1616  NAD 83(1986)-  47 30 26.07876(N)    123 03 15.96964(W) AD(       ) 3
 SY1616  NAD 27      -  47 30 26.74400(N)    123 03 11.40650(W) AD(       ) 3
 SY1616
 SY1616.Superseded values are not recommended for survey control.
 SY1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1616.See file dsdata.txt to determine how the superseded data were derived.
 SY1616
 SY1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9590161536(NAD 83)
 SY1616_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1616_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY1616
 SY1616  HISTORY     - Date     Condition        Report By
 SY1616  HISTORY     - 1959     MONUMENTED       CGS
 SY1616  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1616  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY1616
 SY1616                          STATION DESCRIPTION
 SY1616
 SY1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GCM)
 SY1616'STATION AYOCKS POINT 4 WAS SET ON LINE BETWEEN AYOCKS PT 3 AND
 SY1616'LIZZARD.  IT REPLACES AYOCKS POINT 3 WHICH HAS BEEN COVERED BY FILL
 SY1616'AND WILL EVENTUALLY BE UNDER LAWN AREA.
 SY1616'
 SY1616'STATION MARK IS A STANDARD DISK, STAMPED AYOCKS PT 4 1959 SET IN AN
 SY1616'11 IN CONCRETE CYLINDER PROJECTING 3 IN ABOVE GRAVEL LEDGE.  IT IS
 SY1616'ABOUT 10 FEET BACK OF HIGH WATER LINE AND ABOUT 10 FT. OUT FROM TOE
 SY1616'OF FILL AT THE POINT.  IT WAS NOT PRACTICABLE TO SET AN
 SY1616'UNDERGROUND MARK.
 SY1616'
 SY1616'RM NO. 5 IS A STANDARD DISK, STAMPED AYOCKS PT 4 NO. 5 1959 SET IN
 SY1616'AN 11 IN CONCRETE CYLINDER PROJECTING 3 IN ABOVE GRAVEL LEDGE, ABOUT
 SY1616'6 FT. BACK OF HIGH WATER LINE AND 12 FT. OUT FROM TOE OF FILL TO SW
 SY1616'OF STATION.
 SY1616'
 SY1616'RM NO. 6 IS A STANDARD DISK, STAMPED AYOCKS PT 4 NO. 6 1959 SET IN
 SY1616'AN 11 IN CONCRETE CYLINDER PROJECTING 2 IN ABOVE GRAVEL LEDGE, ABOUT
 SY1616'6 FEET BACK FROM HIGH WATER LINE AND ABOUT 15 FEET OUT FROM TOE OF
 SY1616'FILL TO NW OF STATION.
 SY1616'
 SY1616'THE STATION IS LOCATED 24 MILES SOUTHWEST OF QUILCENE, 9 MILES
 SY1616'NORTHEAST OF HOODSPORT, ON THE WEST SHORE OF HOOD CANAL AND ON A
 SY1616'PROMINENT POINT KNOWN AS AYOCKS POINT.
 SY1616'
 SY1616'TO REACH THE STATION FROM THE POST OFFICE AT HOODSPORT, GO NORTH ON
 SY1616'U.S. HIGHWAY 101 FOR 8.9 MILES, TO ACCESS ROAD ON THE RIGHT.  THIS
 SY1616'ROAD IS NOW UNDER CONSTRUCTION - WHEN COMPLETED IT WILL SERVE
 SY1616'HOMES TO BE BUILT ON THE POINT, AND WILL LEAD TO THE STATION,
 SY1616'ABOUT 0.2 MILE FROM THE HIGHWAY AND ON THE EASTERN END OF POINT.
 SY1616
 SY1616                          STATION RECOVERY (1967)
 SY1616
 SY1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1616'THE STATION AND REFERENCE MARKS AND STATION AYOCK POINT 3 1956 WERE
 SY1616'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1959 WITH THE FOLLOWING
 SY1616'ADDITIONS.
 SY1616'
 SY1616'THE STATION IS 6 INCHES BELOW THE SURFACE OF THE GROUND 49.0 FEET
 SY1616'NORTHEAST OF THE SOUTH CORNER OF THE ROBERT B. THOMPSON RESIDENCE
 SY1616'AND 38.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE SUN PORCH OF
 SY1616'THE HOUSE.  (THE HOUSE IS THE EASTERNMOST ONE ON THE POINT).
 SY1616'
 SY1616'REFERENCE MARK 5 IS 10.0 FEET SOUTH OF THE SOUTH CORNER OF THE HOUSE
 SY1616'AND 12 INCHES BELOW THE SURFACE OF THE GROUND.
 SY1616'
 SY1616'REFERENCE MARK 6 IS 21.8 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 SY1616'THE SUN PORCH AND 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 SY1616'TO REACH DESCRIPTION IS ADEQUATE.
 SY1616
 SY1616                          STATION RECOVERY (1971)
 SY1616
 SY1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 SY1616'THE STATION AND REFERENCE MARK 6 WERE RECOVERED IN GOOD CONDITION.
 SY1616'REFERENCE MARK 5 IS REPORTED TO BE 12 INCHES BELOW THE SURFACE OF
 SY1616'THE GROUND.  THE STATION IS ON THE EAST SIDE OF THE SUMMER HOME OF
 SY1616'MR. ROBERT B. THOMPSON.
 SY1616'
 SY1616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES
 SY1616'NORTH-NORTHEAST OF LILLIWAUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1654 ***********************************************************************
 SY1654  DESIGNATION -  AYRES 2
 SY1654  PID         -  SY1654
 SY1654  STATE/COUNTY-  WA/MASON
 SY1654  USGS QUAD   -  LILLIWAUP (1985)
 SY1654
 SY1654                         *CURRENT SURVEY CONTROL
 SY1654  ___________________________________________________________________
 SY1654* NAD 83(1991)-  47 22 32.74593(N)    123 06 47.14156(W)     ADJUSTED  
 SY1654* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY1654  ___________________________________________________________________
 SY1654  LAPLACE CORR-          -8.60  (seconds)                    DEFLEC99
 SY1654  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SY1654
 SY1654  HORZ ORDER  -  THIRD
 SY1654
 SY1654.The horizontal coordinates were established by classical geodetic methods
 SY1654.and adjusted by the National Geodetic Survey in December 1991..
 SY1654
 SY1654.The orthometric height was scaled from a topographic map.
 SY1654
 SY1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1654
 SY1654.The geoid height was determined by GEOID03.
 SY1654
 SY1654;                    North         East     Units Scale Factor Converg.
 SY1654;SPC WA S     -   230,295.847   302,690.247   MT  1.00000999   -1 53 53.3
 SY1654;SPC WA S     -   755,562.29    993,076.25   sFT  1.00000999   -1 53 53.3
 SY1654;UTM  10      - 5,246,928.839   491,462.364   MT  0.99960090   -0 04 59.6
 SY1654
 SY1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1654!SPC WA S     -   1.00000306  x   1.00000999  =   1.00001305
 SY1654!UTM  10      -   1.00000306  x   0.99960090  =   0.99960396
 SY1654
 SY1654|---------------------------------------------------------------------|
 SY1654| PID    Reference Object                     Distance      Geod. Az  |
 SY1654|                                                           dddmmss.s |
 SY1654| DD9354 AYRES 2 WM 1                         17.740 METERS 01907     |
 SY1654| DD9355 AYRES 2 WM 2                         15.810 METERS 12711     |
 SY1654| DD9353 AYRES 2 RM 1                         19.560 METERS 14503     |
 SY1654| SY1686 UNION                               APPROX. 2.1 KM 1622946.9 |
 SY1654| SY1697 POTLATCH POWERHOUSE SE CORNER       APPROX. 3.6 KM 2585414.6 |
 SY1654| SY1695 POTLATCH LARGE STANDPIPE            APPROX. 4.0 KM 2625735.2 |
 SY1654|---------------------------------------------------------------------|
 SY1654
 SY1654                          SUPERSEDED SURVEY CONTROL
 SY1654
 SY1654  NAD 83(1986)-  47 22 32.74276(N)    123 06 47.14864(W) AD(       ) 3
 SY1654  NAD 27      -  47 22 33.41500(N)    123 06 42.58600(W) AD(       ) 3
 SY1654
 SY1654.Superseded values are not recommended for survey control.
 SY1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1654.See file dsdata.txt to determine how the superseded data were derived.
 SY1654
 SY1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9146246929(NAD 83)
 SY1654_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1654
 SY1654  HISTORY     - Date     Condition        Report By
 SY1654  HISTORY     - 1934     MONUMENTED       CGS
 SY1654  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY1654  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY1654
 SY1654                          STATION DESCRIPTION
 SY1654
 SY1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY1654'STATION IS LOCATED ON THE N SIDE OF AYRES POINT ON THE E SIDE OF
 SY1654'HOOD CANAL ABOUT 0.6 MILE S OF THE LOGGING CAMP AT BALD POINT
 SY1654'ABOUT 15 FEET ABOVE THE HIGH-WATER LINE ON THE OUTSIDE EDGE OF THE
 SY1654'DIRT ROADWAY AND 2 FEET FROM THE EDGE OF THE BANK.
 SY1654'
 SY1654'SURFACE MARK IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD
 SY1654'DISK SET IN A BLOCK OF CONCRETE 24 INCHES DEEP AND ABOUT 12 INCHES
 SY1654'SQUARE AND FLUSH WITH THE SURFACE.
 SY1654'
 SY1654'UNDERGROUND MARK IS MARKED, AS DESCRIBED IN NOTE 7A, BY A
 SY1654'STANDARD DISK, SET IN A MASS OF CONCRETE 30 INCHES DEEP.
 SY1654'
 SY1654'REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 11A BY STANDARD
 SY1654'DISK SET IN A 6- BY 6- BY 18-INCH BLOCK OF CONCRETE TO THE SE
 SY1654'AND ABOUT 5 FEET ABOVE THE SURFACE OF THE ROAD AND 6 FEET E OF THE
 SY1654'EDGE.
 SY1654'
 SY1654'WITNESS MARK NO.1 IS TO THE NE AND IS A TRIANGULAR BLAZE,
 SY1654'WITH A NAIL IN THE CENTER AND AT EACH APEX OF THE TRIANGLE AS
 SY1654'DESCRIBED IN NOTE 15A, IN A 24-INCH FIR WITH 4 NAILS.
 SY1654'
 SY1654'WITNESS MARK NO.2 IS TO THE SE AND IS A TRIANGULAR BLAZE, AS
 SY1654'DESCRIBED IN NOTE 15A, IN A 16-INCH FIR WITH 4 NAILS.
 SY1654
 SY1654                          STATION RECOVERY (1952)
 SY1654
 SY1654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY1654'STATION DESTROYED.  IT WAS WASHED UP ON THE BEACH BY TIDE.
 SY1654
 SY1654                          STATION RECOVERY (1953)
 SY1654
 SY1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JAW)
 SY1654'THIS MARK WAS PROBABLY LOST WHEN ROAD WAS WIDENED AND
 SY1654'BLACK-TOPPED.  SEARCHED FOR BY COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0476 ***********************************************************************
 TQ0476  DESIGNATION -  AZURITE ET
 TQ0476  PID         -  TQ0476
 TQ0476  STATE/COUNTY-  WA/WHATCOM
 TQ0476  USGS QUAD   -  AZURITE PEAK (1963)
 TQ0476
 TQ0476                         *CURRENT SURVEY CONTROL
 TQ0476  ___________________________________________________________________
 TQ0476* NAD 83(1991)-  48 41 19.32160(N)    120 45 35.05048(W)     ADJUSTED  
 TQ0476* NAVD 88     -      2531.5    (meters)    8305.     (feet)  VERTCON   
 TQ0476  ___________________________________________________________________
 TQ0476  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 TQ0476  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 TQ0476
 TQ0476  HORZ ORDER  -  SECOND
 TQ0476
 TQ0476.The horizontal coordinates were established by classical geodetic methods
 TQ0476.and adjusted by the National Geodetic Survey in December 1991..
 TQ0476
 TQ0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0476
 TQ0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0476
 TQ0476.The geoid height was determined by GEOID03.
 TQ0476
 TQ0476;                    North         East     Units Scale Factor Converg.
 TQ0476;SPC WA N     -   187,762.638   505,418.667   MT  0.99999191   +0 03 17.3
 TQ0476;SPC WA N     -   616,017.92  1,658,194.41   sFT  0.99999191   +0 03 17.3
 TQ0476;UTM  10      - 5,395,272.694   664,871.936   MT  0.99993397   +1 40 59.2
 TQ0476
 TQ0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0476!SPC WA N     -   0.99960605  x   0.99999191  =   0.99959797
 TQ0476!UTM  10      -   0.99960605  x   0.99993397  =   0.99954005
 TQ0476
 TQ0476|---------------------------------------------------------------------|
 TQ0476| PID    Reference Object                     Distance      Geod. Az  |
 TQ0476|                                                           dddmmss.s |
 TQ0476| CF1873 AZURITE ET RM 2                                    08222     |
 TQ0476| CF1872 AZURITE ET RM 1                                    26842     |
 TQ0476|---------------------------------------------------------------------|
 TQ0476
 TQ0476                          SUPERSEDED SURVEY CONTROL
 TQ0476
 TQ0476  NAD 83(1986)-  48 41 19.32292(N)    120 45 35.04683(W) AD(       ) 2
 TQ0476  NAD 27      -  48 41 19.83783(N)    120 45 30.65157(W) AD(       ) 2
 TQ0476  NGVD 29 (07/19/86) 2530.1    (m)         8301.     (f) VERT ANG       
 TQ0476
 TQ0476.Superseded values are not recommended for survey control.
 TQ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0476.See file dsdata.txt to determine how the superseded data were derived.
 TQ0476
 TQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU6487295273(NAD 83)
 TQ0476_MARKER: DD = SURVEY DISK
 TQ0476_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0476
 TQ0476  HISTORY     - Date     Condition        Report By
 TQ0476  HISTORY     - 1962     MONUMENTED       USGS
 TQ0476
 TQ0476                          STATION DESCRIPTION
 TQ0476
 TQ0476'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JNT)
 TQ0476'LOCATED ABOUT 17.5 MI. (AIRLINE) NW OF MAZAMA.  ABOUT 7 MI. ESE. OF
 TQ0476'GRANITE CREEK GUARD STATION.  ABOUT 4.5 MI. SSW. OF BARRON.  ABOUT 3
 TQ0476'MI. N. OF AZURITE PASS.  ABOUT 1.25 MI. NE. OF AZURITE MINE.  ON
 TQ0476'THE N. END OF MT. BALLARD.
 TQ0476'
 TQ0476'REACHED BY HELICOPTER.
 TQ0476'
 TQ0476'THE STATION MAY BE REACHED BY CLIMBING MT. BALLARD FROM AZURITE
 TQ0476'MINE.
 TQ0476'
 TQ0476'STATION MARK--STANDARD TABLET STAMPED AZURITE ET 1962 CEMENTED IN
 TQ0476'DRILL HOLE IN ROCK OUTCROP.
 TQ0476'
 TQ0476'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED NO 1 1962 CEMENTED IN
 TQ0476'IN DRILL HOLE IN ROCK OUTCROP.
 TQ0476'
 TQ0476'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED NO 2 1962 CEMENTED IN
 TQ0476'DRILL HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3499 ***********************************************************************
 SY3499  DESIGNATION -  B
 SY3499  PID         -  SY3499
 SY3499  STATE/COUNTY-  WA/SNOHOMISH
 SY3499  USGS QUAD   -  EVERETT (1973)
 SY3499
 SY3499                         *CURRENT SURVEY CONTROL
 SY3499  ___________________________________________________________________
 SY3499* NAD 83(1991)-  47 59 55.17332(N)    122 13 41.82323(W)     ADJUSTED  
 SY3499* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3499  ___________________________________________________________________
 SY3499  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 SY3499  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY3499
 SY3499  HORZ ORDER  -  SECOND
 SY3499
 SY3499.The horizontal coordinates were established by classical geodetic methods
 SY3499.and adjusted by the National Geodetic Survey in December 1991..
 SY3499
 SY3499.The orthometric height was scaled from a topographic map.
 SY3499
 SY3499.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3499
 SY3499.The geoid height was determined by GEOID03.
 SY3499
 SY3499;                    North         East     Units Scale Factor Converg.
 SY3499;SPC WA N     -   111,976.324   395,910.086   MT  0.99994441   -1 02 18.8
 SY3499;SPC WA N     -   367,375.66  1,298,915.01   sFT  0.99994441   -1 02 18.8
 SY3499;UTM  10      - 5,316,439.318   557,567.838   MT  0.99964072   +0 34 24.6
 SY3499
 SY3499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3499!SPC WA N     -   1.00000333  x   0.99994441  =   0.99994774
 SY3499!UTM  10      -   1.00000333  x   0.99964072  =   0.99964404
 SY3499
 SY3499:                Primary Azimuth Mark                     Grid Az
 SY3499:SPC WA N     -  EVERETT FOURTEENTH ST DOCK STK           086 55 31.2
 SY3499:UTM  10      -  EVERETT FOURTEENTH ST DOCK STK           085 18 47.8
 SY3499
 SY3499|---------------------------------------------------------------------|
 SY3499| PID    Reference Object                     Distance      Geod. Az  |
 SY3499|                                                           dddmmss.s |
 SY3499| SY3511 EVERETT FOURTEENTH ST DOCK STK      APPROX. 0.7 KM 0855312.4 |
 SY3499| SY3514 EVERETT BROWN HOUSE NW GABLE        APPROX. 3.9 KM 1925240.1 |
 SY3499|---------------------------------------------------------------------|
 SY3499
 SY3499                          SUPERSEDED SURVEY CONTROL
 SY3499
 SY3499  NAD 83(1986)-  47 59 55.17034(N)    122 13 41.82275(W) AD(       ) 2
 SY3499  NAD 27      -  47 59 55.82800(N)    122 13 37.33000(W) AD(       ) 2
 SY3499
 SY3499.Superseded values are not recommended for survey control.
 SY3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3499.See file dsdata.txt to determine how the superseded data were derived.
 SY3499
 SY3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5756816439(NAD 83)
 SY3499_MARKER: Z = SEE DESCRIPTION
 SY3499_SETTING: 0 = UNSPECIFIED SETTING
 SY3499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3499
 SY3499  HISTORY     - Date     Condition        Report By
 SY3499  HISTORY     - 1954     MONUMENTED       USE
 SY3499  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY3499  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY3499  HISTORY     - 20040808 GOOD             USPSQD
 SY3499
 SY3499                          STATION DESCRIPTION
 SY3499
 SY3499'DESCRIBED BY US ENGINEERS 1954 (JCP)
 SY3499'ON THE RIDGE OF THE JETTY WHICH PARALLELS THE WATERFRONT WEST OF
 SY3499'THE CITY OF EVERETT.  ABOUT 0.8 MILE NORTH OF SNOHOMISH RIVER
 SY3499'LIGHT 5, A GREEN FLASHING LIGHT.  A TALL ROW OF DOLPHINS USED FOR
 SY3499'MOORING LOGS ARE DRIVEN PARALLEL TO THE EAST SIDE OF THE
 SY3499'JETTY.  ABOUT 225 FEET SOUTH OF THE PROLONGATION OF SOUTH FACE OF
 SY3499'14TH STREET DOCK.  LOOKING EASTWARD FROM THE STATION A SLIM
 SY3499'BLACK IRON STACK ON THE 14TH STREET DOCK IS ON LINE WITH A ROOF
 SY3499'TANK ATOP THE EVERETT GENERAL HOSPITAL.  THE LATTER APPEARS ON THE
 SY3499'SKYLINE.  ON THE SEAWARD SIDE OF THE JETTY A GROUNDED
 SY3499'BARGE IS ABOUT 200 FEET SOUTHWEST OF THE STATION.
 SY3499'
 SY3499'MARKED BY A STANDARD TRIANGULATION DISK OF THE ENGINEER
 SY3499'DEPT., U.S. ARMY.  THE MARK IS INSCRIBED ENGINEER DEPT. U.S. ARMY,
 SY3499'SEATTLE OFFICE, SURVEY MARK.  IT IS STAMPED B.  MARK IS CEMENTED
 SY3499'FLUSH IN AN IRREGULAR MASS OF CONCRETE POURED AMONG THE ROCKS
 SY3499'WHICH FORM THE JETTY.
 SY3499'
 SY3499'NO REFERENCE MARKS WERE INSTALLED.
 SY3499
 SY3499                          STATION RECOVERY (1961)
 SY3499
 SY3499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SY3499'THE STATION WAS RECOVERED AS DESCRIBED BY L. G. T. IN 1960.
 SY3499
 SY3499                          STATION RECOVERY (1971)
 SY3499
 SY3499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 SY3499'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 SY3499'STATION WAS REACHED BY SMALL BOAT.
 SY3499'
 SY3499'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3499'AT EVERETT.
 SY3499
 SY3499                          STATION RECOVERY (2004)
 SY3499
 SY3499'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJM)
 SY3499'DESCRIPTION SHOULD BE CHANGED DUE TO REMOVAL OF THE 14TH STREET STACK
 SY3499'AND THE REMOVAL OF THE ROOF TANK ON GENERAL HOSPITAL.
 SY3499' 
 SY3499'ON THE RIDGE OF THE JETTY PARALLEL TO WATERFRONT W OF EVERETT.  ABOUT
 SY3499'0.8 MILE N OF SNOHOMISH RIVER GREEN FLASHING LIGHT 5.  A ROW OF
 SY3499'DOLPHINS IS DRIVEN PARALLEL TO E SIDE OF THE JETTY.  ABOUT 600 YARDS S
 SY3499'OF JETTY ISLAND DOCK.  A GROUNDED BARGE IS ABOUT 200 FEET SW OF THE
 SY3499'STATION.  THE MARK IS FOUND ACROSS THE RIVER, N OF THE ENTRANCE TO THE
 SY3499'EVERETT MARINA/FUEL DOCK AND S OF THE PORT OF EVERETT CONFERENCE
 SY3499'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0320 ***********************************************************************
 TR0320  DESIGNATION -  B 1
 TR0320  PID         -  TR0320
 TR0320  STATE/COUNTY-  WA/ISLAND
 TR0320  USGS QUAD   -  OAK HARBOR (1973)
 TR0320
 TR0320                         *CURRENT SURVEY CONTROL
 TR0320  ___________________________________________________________________
 TR0320* NAD 83(1991)-  48 19 41.91582(N)    122 38 55.91448(W)     ADJUSTED  
 TR0320* NAVD 88     -        29.337  (meters)      96.25   (feet)  ADJUSTED  
 TR0320  ___________________________________________________________________
 TR0320  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 TR0320  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 TR0320  DYNAMIC HT  -          29.344 (meters)      96.27  (feet)  COMP
 TR0320  MODELED GRAV-     980,855.7   (mgal)                       NAVD 88
 TR0320
 TR0320  HORZ ORDER  -  THIRD
 TR0320  VERT ORDER  -  FIRST     CLASS II
 TR0320
 TR0320.The horizontal coordinates were established by classical geodetic methods
 TR0320.and adjusted by the National Geodetic Survey in December 1991..
 TR0320
 TR0320.The orthometric height was determined by differential leveling
 TR0320.and adjusted by the National Geodetic Survey in June 1991..
 TR0320
 TR0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0320
 TR0320.The geoid height was determined by GEOID03.
 TR0320
 TR0320.The dynamic height is computed by dividing the NAVD 88
 TR0320.geopotential number by the normal gravity value computed on the
 TR0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0320.degrees latitude (g = 980.6199 gals.).
 TR0320
 TR0320.The modeled gravity was interpolated from observed gravity values.
 TR0320
 TR0320;                    North         East     Units Scale Factor Converg.
 TR0320;SPC WA N     -   149,273.698   365,396.508   MT  0.99994898   -1 21 06.1
 TR0320;SPC WA N     -   489,742.12  1,198,805.04   sFT  0.99994898   -1 21 06.1
 TR0320;UTM  10      - 5,352,851.131   526,026.442   MT  0.99960832   +0 15 44.2
 TR0320
 TR0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0320!SPC WA N     -   0.99999889  x   0.99994898  =   0.99994787
 TR0320!UTM  10      -   0.99999889  x   0.99960832  =   0.99960721
 TR0320
 TR0320|---------------------------------------------------------------------|
 TR0320| PID    Reference Object                     Distance      Geod. Az  |
 TR0320|                                                           dddmmss.s |
 TR0320| TR0317 ADMIRAL                             177.192 METERS 02804     |
 TR0320| TR0321 B 2                                 324.403 METERS 24738     |
 TR0320| TR1336 B 2 TP 1952                         303.512 METERS 24751     |
 TR0320|---------------------------------------------------------------------|
 TR0320
 TR0320                          SUPERSEDED SURVEY CONTROL
 TR0320
 TR0320  NAD 83(1986)-  48 19 41.91815(N)    122 38 55.91831(W) AD(       ) 3
 TR0320  NAD 27      -  48 19 42.55400(N)    122 38 51.29300(W) AD(       ) 3
 TR0320  NGVD 29 (??/??/92)   28.191  (m)           92.49   (f) ADJ UNCH    1 2
 TR0320
 TR0320.Superseded values are not recommended for survey control.
 TR0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0320.See file dsdata.txt to determine how the superseded data were derived.
 TR0320
 TR0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2602652851(NAD 83)
 TR0320_MARKER: DB = BENCH MARK DISK
 TR0320_SETTING: 0 = UNSPECIFIED SETTING
 TR0320_STAMPING: B 1 1952
 TR0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0320
 TR0320  HISTORY     - Date     Condition        Report By
 TR0320  HISTORY     - 1952     MONUMENTED       CGS
 TR0320  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0320  HISTORY     - 1973     GOOD             USGS
 TR0320  HISTORY     - 1988     GOOD             USPSQD
 TR0320
 TR0320                          STATION DESCRIPTION
 TR0320
 TR0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0320'THE STATION IS 0.4 MILES WEST ALONG PIONEER WAY FROM OAK HARBOR
 TR0320'POST OFFICE, THENCE 2.8 MILES NORTH ALONG STATE HIGHWAY 1-D.  SET
 TR0320'IN WEST POINT OF A TRIANGLE FORMED BY THE JUNCTION OF HIGHWAYS
 TR0320'1-D, 2-D, AND A SHORT COUNTY ASPHALT ROAD.  0.5 MILE WEST AND
 TR0320'0.5 SOUTH FROM JUNCTION AT STATIONS TORPEDO, 1951, AND A-7, 1952.
 TR0320'
 TR0320'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-1, 1952, SET IN A
 TR0320'CONCRETE MONUMENT, PROJECTING 2 INCHES ABOVE GROUND, WHICH IS 188
 TR0320'FT. NORTHEAST OF CENTERLINE OF WEST POINT OF TRIANGLE AND 33
 TR0320'FT. SOUTHEAST OF CENTERLINE HIGHWAY 1-D.
 TR0320
 TR0320                          STATION RECOVERY (1960)
 TR0320
 TR0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0320'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 TR0320'THAT THE MARK IS NOW FLUSH WITH THE GROUND.  IT IS 31.7
 TR0320'FT. SOUTHEAST OF THE CENTERLINE OF THE ROAD, 57.7 FT. SOUTHEAST
 TR0320'OF A TELEPHONE POLE, 49.4 FT. NORTH OF A POWER POLE AND 25.0
 TR0320'FT. NORTHEAST OF THE CENTERLINE OF A ROAD.
 TR0320
 TR0320                          STATION RECOVERY (1973)
 TR0320
 TR0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0320'3.25 M NW FROM OAK HARBOR.
 TR0320'0.2 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0320'NORTH THENCE 1.5 MILES ALONG STATE HWY. 20.  THENCE 1.3 MILES N. ALONG
 TR0320'GOLDIE RD. TO AULT FIELD RD.  THENCE 0.15 MILE NW ALONG CHARLES PORTER
 TR0320'AVE.  THENCE 0.1 MILE EAST ALONG PAVED RD. TO THE Y JCT. AND THE BENCH
 TR0320'MARK.
 TR0320
 TR0320                          STATION RECOVERY (1988)
 TR0320
 TR0320'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0485 ***********************************************************************
 TR0485  DESIGNATION -  B 10
 TR0485  PID         -  TR0485
 TR0485  STATE/COUNTY-  WA/ISLAND
 TR0485  USGS QUAD   -  OAK HARBOR (1973)
 TR0485
 TR0485                         *CURRENT SURVEY CONTROL
 TR0485  ___________________________________________________________________
 TR0485* NAD 83(1991)-  48 19 33.98812(N)    122 41 27.35643(W)     ADJUSTED  
 TR0485* NAVD 88     -        28.608  (meters)      93.86   (feet)  ADJUSTED  
 TR0485  ___________________________________________________________________
 TR0485  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 TR0485  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR0485  DYNAMIC HT  -          28.615 (meters)      93.88  (feet)  COMP
 TR0485  MODELED GRAV-     980,858.0   (mgal)                       NAVD 88
 TR0485
 TR0485  HORZ ORDER  -  THIRD
 TR0485  VERT ORDER  -  FIRST     CLASS II
 TR0485
 TR0485.The horizontal coordinates were established by classical geodetic methods
 TR0485.and adjusted by the National Geodetic Survey in December 1991..
 TR0485
 TR0485.The orthometric height was determined by differential leveling
 TR0485.and adjusted by the National Geodetic Survey in June 1991..
 TR0485
 TR0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0485
 TR0485.The geoid height was determined by GEOID03.
 TR0485
 TR0485.The dynamic height is computed by dividing the NAVD 88
 TR0485.geopotential number by the normal gravity value computed on the
 TR0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0485.degrees latitude (g = 980.6199 gals.).
 TR0485
 TR0485.The modeled gravity was interpolated from observed gravity values.
 TR0485
 TR0485;                    North         East     Units Scale Factor Converg.
 TR0485;SPC WA N     -   149,103.343   362,272.335   MT  0.99994884   -1 22 58.9
 TR0485;SPC WA N     -   489,183.22  1,188,555.15   sFT  0.99994884   -1 22 58.9
 TR0485;UTM  10      - 5,352,592.940   522,909.371   MT  0.99960645   +0 13 51.1
 TR0485
 TR0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0485!SPC WA N     -   0.99999899  x   0.99994884  =   0.99994783
 TR0485!UTM  10      -   0.99999899  x   0.99960645  =   0.99960544
 TR0485
 TR0485:                Primary Azimuth Mark                     Grid Az
 TR0485:SPC WA N     -  WHIDBEY IS AULT FIELD TANK 183           044 33 08.4
 TR0485:UTM  10      -  WHIDBEY IS AULT FIELD TANK 183           042 56 18.4
 TR0485
 TR0485|---------------------------------------------------------------------|
 TR0485| PID    Reference Object                     Distance      Geod. Az  |
 TR0485|                                                           dddmmss.s |
 TR0485| TR1373 WHIDBEY IS AULT FIELD TANK 183      APPROX. 1.9 KM 0431009.5 |
 TR0485| TR1363 WHIDBEY IS AULT FIELD TANK 182      APPROX. 1.7 KM 0884419.0 |
 TR0485| TR1382 B 9 TP 1952                         315.416 METERS 09109     |
 TR0485| TR0487 B 11                                337.059 METERS 18106     |
 TR0485| TR0486 FIRE                                114.760 METERS 34434     |
 TR0485|---------------------------------------------------------------------|
 TR0485
 TR0485                          SUPERSEDED SURVEY CONTROL
 TR0485
 TR0485  NAD 83(1986)-  48 19 33.99004(N)    122 41 27.35890(W) AD(       ) 3
 TR0485  NAD 27      -  48 19 34.62900(N)    122 41 22.73100(W) AD(       ) 3
 TR0485  NGVD 29 (??/??/92)   27.462  (m)           90.10   (f) ADJ UNCH    1 2
 TR0485
 TR0485.Superseded values are not recommended for survey control.
 TR0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0485.See file dsdata.txt to determine how the superseded data were derived.
 TR0485
 TR0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2290952593(NAD 83)
 TR0485_MARKER: DE = TRAVERSE STATION DISK
 TR0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0485_STAMPING: B 10 1952
 TR0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0485+STABILITY: SURFACE MOTION
 TR0485
 TR0485  HISTORY     - Date     Condition        Report By
 TR0485  HISTORY     - 1952     MONUMENTED       CGS
 TR0485  HISTORY     - 1952     GOOD             CGS
 TR0485  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0485  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0485  HISTORY     - 1988     GOOD             USPSQD
 TR0485
 TR0485                          STATION DESCRIPTION
 TR0485
 TR0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0485'THE STATION IS AT A WEST TO SOUTH RIGHT CENTERLINE TURN IN CLOVER
 TR0485'VALLEY ROAD 1.8 MILES WEST OF JUNCTION OF CLOVER VALLEY ROAD AND
 TR0485'STATE HIGHWAY 1-D.
 TR0485'
 TR0485'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-10, 1952, SET IN
 TR0485'A CONCRETE MONUMENT FLUSH WITH THE ROAD, WHICH IS IN THE CENTERLINE
 TR0485'OF CLOVER VALLEY ROAD COMING FROM THE EAST NEAR THE CENTERLINE
 TR0485'OF A GRAVEL ROAD LEADING NORTH AND 120 FT. EAST OF THE NAVY FIRE
 TR0485'RANGE.
 TR0485
 TR0485                          STATION RECOVERY (1952)
 TR0485
 TR0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0485'4.9 MI NW FROM OAK HARBOR.
 TR0485'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0485'THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 1.8 MILES WEST
 TR0485'ALONG CLOVER VALLEY ROAD, AT A 90-DEGREE CURVE, AT THE T JUNCTION OF A
 TR0485'GRAVELED ROAD LEADING NORTHWEST TO ROCKY POINT PICNIC GROUNDS, ABOUT
 TR0485'40 YARDS EAST OF A NAVY AIRPLANE DUMP, 59 1/2 FEET NORTHWEST OF THE
 TR0485'CENTER LINE OF CLOVER VALLEY ROAD, 48 FEET SOUTHEAST OF POWER LINE
 TR0485'POLE 037, 10 FEET EAST OF THE APPROXIMATE CENTER OF THE WEST DITCH OF
 TR0485'THE GRAVELED ROAD, 6 1/2 FEET WEST OF THE CENTER LINE OF THE GRAVELED
 TR0485'ROAD, FLUSH WITH THE SURFACE OF THE ROAD, AND SET IN THE TOP OF A
 TR0485'CONCRETE POST.
 TR0485
 TR0485                          STATION RECOVERY (1960)
 TR0485
 TR0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0485'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 TR0485
 TR0485                          STATION RECOVERY (1973)
 TR0485
 TR0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0485'MARK NOT FOUND.
 TR0485
 TR0485                          STATION RECOVERY (1988)
 TR0485
 TR0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEM)
 TR0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2839 ***********************************************************************
 RD2839  DESIGNATION -  B 10
 RD2839  PID         -  RD2839
 RD2839  STATE/COUNTY-  WA/CLARK
 RD2839  USGS QUAD   -  MOUNT TABOR (1990)
 RD2839
 RD2839                         *CURRENT SURVEY CONTROL
 RD2839  ___________________________________________________________________
 RD2839* NAD 83(1991)-  45 37 04.63907(N)    122 31 33.45372(W)     ADJUSTED  
 RD2839* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 RD2839  ___________________________________________________________________
 RD2839  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 RD2839  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 RD2839
 RD2839  HORZ ORDER  -  THIRD
 RD2839
 RD2839.The horizontal coordinates were established by classical geodetic methods
 RD2839.and adjusted by the National Geodetic Survey in December 1991..
 RD2839
 RD2839.The orthometric height was scaled from a topographic map.
 RD2839
 RD2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2839
 RD2839.The geoid height was determined by GEOID03.
 RD2839
 RD2839;                    North         East     Units Scale Factor Converg.
 RD2839;SPC WA S     -    33,665.698   341,994.471   MT  1.00005577   -1 28 17.9
 RD2839;SPC WA S     -   110,451.54  1,122,026.86   sFT  1.00005577   -1 28 17.9
 RD2839;SPC OR N     -   218,814.096 2,342,014.271   MT  0.99992530   -1 26 12.4
 RD2839;SPC OR N     -   717,894.02  7,683,773.85   iFT  0.99992530   -1 26 12.4
 RD2839;UTM  10      - 5,051,710.399   536,957.859   MT  0.99961679   +0 20 19.7
 RD2839
 RD2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2839!SPC WA S     -   0.99998881  x   1.00005577  =   1.00004458
 RD2839!SPC OR N     -   0.99998881  x   0.99992530  =   0.99991411
 RD2839!UTM  10      -   0.99998881  x   0.99961679  =   0.99960560
 RD2839
 RD2839:                Primary Azimuth Mark                     Grid Az
 RD2839:SPC WA S     -  B 9                                      100 50 10.4
 RD2839:SPC OR N     -  B 9                                      100 48 04.9
 RD2839:UTM  10      -  B 9                                      099 01 32.8
 RD2839
 RD2839|---------------------------------------------------------------------|
 RD2839| PID    Reference Object                     Distance      Geod. Az  |
 RD2839|                                                           dddmmss.s |
 RD2839| RD2953 B 9                                 APPROX. 0.8 KM 0992152.5 |
 RD2839| RD2841 B 11                                300.606 METERS 27617     |
 RD2839|---------------------------------------------------------------------|
 RD2839
 RD2839                          SUPERSEDED SURVEY CONTROL
 RD2839
 RD2839  NAD 83(1991)-  45 37 04.63907(N)    122 31 33.45372(W) AD(       ) 3
 RD2839  NAD 83(1986)-  45 37 04.65546(N)    122 31 33.45674(W) AD(       ) 3
 RD2839  NAD 27      -  45 37 05.24900(N)    122 31 29.08700(W) AD(       ) 3
 RD2839
 RD2839.Superseded values are not recommended for survey control.
 RD2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2839.See file dsdata.txt to determine how the superseded data were derived.
 RD2839
 RD2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3695851710(NAD 83)
 RD2839_MARKER: DE = TRAVERSE STATION DISK
 RD2839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2839_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2839+STABILITY: SURFACE MOTION
 RD2839
 RD2839  HISTORY     - Date     Condition        Report By
 RD2839  HISTORY     - 1945     MONUMENTED       CGS
 RD2839  HISTORY     - 1979     POOR             NGS
 RD2839  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD2839
 RD2839                          STATION DESCRIPTION
 RD2839
 RD2839'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2839'TRAVERSE STATION B-10 IS LOCATED ABOUT 6.1 MILES E OF VANCOUVER,
 RD2839'20.9 FEET N OF CENTER LINE OF MILL PLAIN ROAD, AND 1.0 FOOT S OF
 RD2839'THE FENCE ON THE S BOUNDARY OF A PRIVATE AIRPORT.
 RD2839'
 RD2839'TO REACH THE STATION FROM FIFTH AND MAIN STREETS IN VANCOUVER,
 RD2839'GO E ALONG EVERGREEN HIGHWAY FOR 0.65 MILE, THEN TURN N ON EAST
 RD2839'RESERVE STREET AND GO 0.25 MILE TO EAST TENTH STREET, TURN RIGHT
 RD2839'ON EAST TENTH STREET WHICH IS A CONTINUATION OF MILL PLAIN ROAD
 RD2839'AND GO E 5.2 MILES TO THE STATION.
 RD2839'
 RD2839'STATION MARK IS A BRONZE TRAVERSE DISK SET IN THE TOP OF A
 RD2839'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE THE
 RD2839'GROUND.  DISK IS STAMPED B-10, 1945.
 RD2839'
 RD2839'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 RD2839'10-INCH SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE THE
 RD2839'GROUND.  IT IS LOCATED 21.6 FEET S OF THE CENTER LINE OF MILL
 RD2839'PLAIN ROAD.  DISK IS STAMPED NO. 1, B-10 1945.
 RD2839
 RD2839                          STATION RECOVERY (1979)
 RD2839
 RD2839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RD2839'THE STATION MARK WAS RECOVERED BUT IT WAS TILTED TO THE WEST AND MAY
 RD2839'HAVE BEEN DISTURBED.  IT WILL BE DESTROYED BY THE CONSTRUCTION OF
 RD2839'A NEW LANE OF EAST MILLPLAIN ROAD.  A NEW STATION B 10 2 WAS
 RD2839'ESTABLISHED THIS DATE.  RM 1 WAS SEARCHED FOR BUT NOT FOUND.  A NEW
 RD2839'DESCRIPTION FOLLOWS.
 RD2839'
 RD2839'THE STATION IS LOCATED ON ROAD RIGHT OF WAY AT THE EVERGREEN AIRPORT
 RD2839'IN THE EAST SECTION OF VANCOUVER.
 RD2839'
 RD2839'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 RD2839'EAST MILL PLAIN BLVD IN VANCOUVER GO EAST ON EAST MILL PLAIN BLVD AND
 RD2839'THEN ON EAST MILL PLAIN ROAD FOR 7.0 MILES TO THE MARK ON THE LEFT AS
 RD2839'DESCRIBED.
 RD2839'
 RD2839'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 RD2839'STAMPED---B 10 1945---SET INTO THE TOP OF A SQUARE CONCRETE
 RD2839'MONUMENT 25 CM (10 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 6.1
 RD2839'METERS (20 FEET) N FROM THE CENTER LINE OF MILL PLAIN ROAD, 18.44
 RD2839'METERS (60.5 FEET) E FROM A POWER POLE, AND 24.7 METERS (81 FEET) S
 RD2839'FROM THE SECOND DOOR OF THE HANGER WITH WITNESS SIGN.
 RD2839
 RD2839                          STATION RECOVERY (1988)
 RD2839
 RD2839'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 RD2839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2942 ***********************************************************************
 RD2942  DESIGNATION -  B 10 2
 RD2942  PID         -  RD2942
 RD2942  STATE/COUNTY-  WA/CLARK
 RD2942  USGS QUAD   -  MOUNT TABOR (1990)
 RD2942
 RD2942                         *CURRENT SURVEY CONTROL
 RD2942  ___________________________________________________________________
 RD2942* NAD 83(1991)-  45 37 04.98885(N)    122 31 33.97889(W)     ADJUSTED  
 RD2942* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 RD2942  ___________________________________________________________________
 RD2942  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 RD2942  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 RD2942
 RD2942  HORZ ORDER  -  THIRD
 RD2942
 RD2942.The horizontal coordinates were established by classical geodetic methods
 RD2942.and adjusted by the National Geodetic Survey in December 1991..
 RD2942.No horizontal observational check was made to the station.
 RD2942
 RD2942.The orthometric height was scaled from a topographic map.
 RD2942
 RD2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2942
 RD2942.The geoid height was determined by GEOID03.
 RD2942
 RD2942;                    North         East     Units Scale Factor Converg.
 RD2942;SPC WA S     -    33,676.787   341,983.373   MT  1.00005574   -1 28 18.3
 RD2942;SPC WA S     -   110,487.93  1,121,990.45   sFT  1.00005574   -1 28 18.3
 RD2942;UTM  10      - 5,051,721.126   536,946.422   MT  0.99961678   +0 20 19.3
 RD2942
 RD2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2942!SPC WA S     -   0.99998975  x   1.00005574  =   1.00004549
 RD2942!UTM  10      -   0.99998975  x   0.99961678  =   0.99960653
 RD2942
 RD2942|---------------------------------------------------------------------|
 RD2942| PID    Reference Object                     Distance      Geod. Az  |
 RD2942|                                                           dddmmss.s |
 RD2942| CE2275 B 10 2 RM 2                          21.591 METERS 05705     |
 RD2942| RD2941 B 7 2 AZ MK                         APPROX. 0.9 KM 1003214.8 |
 RD2942| RD2943 B 10 TEMP POINT                      16.970 METERS 13054     |
 RD2942| RD2935 AIRPORT                             359.040 METERS 27932     |
 RD2942| CE2276 B 10 2 RM 3                          20.618 METERS 32747     |
 RD2942|---------------------------------------------------------------------|
 RD2942
 RD2942                          SUPERSEDED SURVEY CONTROL
 RD2942
 RD2942  NAD 83(1991)-  45 37 04.98884(N)    122 31 33.97889(W) AD(       ) 3
 RD2942  NAD 83(1986)-  45 37 05.00494(N)    122 31 33.98210(W) AD(       ) 3
 RD2942  NAD 27      -  45 37 05.57689(N)    122 31 29.64140(W) AD(       ) 3
 RD2942
 RD2942.Superseded values are not recommended for survey control.
 RD2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2942.See file dsdata.txt to determine how the superseded data were derived.
 RD2942
 RD2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3694651721(NAD 83)
 RD2942_MARKER: DH = HORIZONTAL CONTROL DISK
 RD2942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2942_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2942
 RD2942  HISTORY     - Date     Condition        Report By
 RD2942  HISTORY     - 1979     MONUMENTED       NGS
 RD2942
 RD2942                          STATION DESCRIPTION
 RD2942
 RD2942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RD2942'THE STATION IS LOCATED ON THE GROUNDS OF THE EVERGREEN AIRPORT IN THE
 RD2942'EASTERN SECTION OF VANCOUVER.
 RD2942'
 RD2942'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 RD2942'EAST MILLPLAIN BLVD IN VANCOUVER GO EAST ON MILLPLAIN BLVD AND THEN
 RD2942'EAST MILL PLAIN ROAD FOR 7.0 MILES TO THE MARK ON THE LEFT AS
 RD2942'DESCRIBED.
 RD2942'
 RD2942'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---B
 RD2942'10 2 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12
 RD2942'INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 22.3 METERS (73
 RD2942'FEET) S FROM THE CENTER OF THE WEST HANGER DOOR WITH WITNESS SIGN,
 RD2942'9.60 METERS (31.5 FEET) NNE FROM A POLE, AND 15.2 METERS (50 FEET) N
 RD2942'FROM THE CENTER OF THE STREET.
 RD2942'
 RD2942'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RD2942'STAMPED---B 10 2 1979---SET INTO AN IRREGULAR MASS OF CONCRETE 7.6
 RD2942'METERS (25 FEET) BELOW THE SURFACE.
 RD2942'
 RD2942'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RD2942'STAMPED---B 10 2 NO 2 1979---SET INTO THE TOP OF A ROUND CONCRETE
 RD2942'MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 10 CM (4 INCHES)
 RD2942'ABOVE THE GROUND LOCATED 3.14 METERS (10.3 FEET) N FROM THE CENTER OF
 RD2942'THE STREET, 30.5 METERS (100 FEET) NE FROM A POWER POLE, 0.6 METER (2
 RD2942'FEET) W FROM THE EDGE OF AN ASPHALT RAMP TO HANGER, AND 1.2 METERS (4
 RD2942'FEET) S FROM THE HANGER.
 RD2942'
 RD2942'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RD2942'STAMPED---B 10 2 NO 3 1979---SET IN A DRILL HOLE IN THE SOUTH EAST
 RD2942'CORNER OF THE FOOTING FOR THE HANGER LOCATED 30.8 METERS (101 FEET) N
 RD2942'FROM THE CENTER OF THE STREET, 0.15 METER (0.5 FOOT) W FROM THE
 RD2942'SOUTHWEST CORNER OF THE HANGER, AND 0.15 METER (0.5 FOOT) E FROM A
 RD2942'FENCE POST.
 RD2942'
 RD2942'THE AZIMUTH MARK FOR B 7 2 1979 CAN BE USED AS AN AZIMUTH MARK FOR
 RD2942'THIS STATION.  IT IS LOCATED 57.4 FEET EAST FROM THE MAIL BOX OF MR
 RD2942'NEAL ELLSWORTH 15301 SE MILLPLAIN ROAD, 41 FEET SOUTH FROM THE
 RD2942'CENTERLINE OF EAST MILLPLAIN ROAD, 30 FEET EAST FROM POWER POLE
 RD2942'A22-36, AND 4.5 FEET SOUTH FROM A METAL WITNESS POST.
 RD2942'
 RD2942'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON EAST MILL PLAIN
 RD2942'ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1146 ***********************************************************************
 TR1146  DESIGNATION -  B 109+89
 TR1146  PID         -  TR1146
 TR1146  STATE/COUNTY-  WA/SKAGIT
 TR1146  USGS QUAD   -  LA CONNER (1973)
 TR1146
 TR1146                         *CURRENT SURVEY CONTROL
 TR1146  ___________________________________________________________________
 TR1146* NAD 83(1991)-  48 25 49.84324(N)    122 29 49.96411(W)     ADJUSTED  
 TR1146* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1146  ___________________________________________________________________
 TR1146  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 TR1146  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 TR1146
 TR1146  HORZ ORDER  -  SECOND
 TR1146
 TR1146.The horizontal coordinates were established by classical geodetic methods
 TR1146.and adjusted by the National Geodetic Survey in December 1991..
 TR1146
 TR1146.The orthometric height was scaled from a topographic map.
 TR1146
 TR1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1146
 TR1146.The geoid height was determined by GEOID03.
 TR1146
 TR1146;                    North         East     Units Scale Factor Converg.
 TR1146;SPC WA N     -   160,380.963   376,883.902   MT  0.99995712   -1 14 19.7
 TR1146;SPC WA N     -   526,183.21  1,236,493.27   sFT  0.99995712   -1 14 19.7
 TR1146;UTM  10      - 5,364,273.738   537,192.542   MT  0.99961700   +0 22 34.2
 TR1146
 TR1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1146!SPC WA N     -   1.00000280  x   0.99995712  =   0.99995992
 TR1146!UTM  10      -   1.00000280  x   0.99961700  =   0.99961980
 TR1146
 TR1146:                Primary Azimuth Mark                     Grid Az
 TR1146:SPC WA N     -  PADILLA BAY RADIO POLE 1939              026 50 01.4
 TR1146:UTM  10      -  PADILLA BAY RADIO POLE 1939              025 13 07.5
 TR1146
 TR1146|---------------------------------------------------------------------|
 TR1146| PID    Reference Object                     Distance      Geod. Az  |
 TR1146|                                                           dddmmss.s |
 TR1146| TR1151 PADILLA BAY RADIO POLE 1939         APPROX. 2.4 KM 0253541.7 |
 TR1146| TR1153 PETH                                APPROX. 1.2 KM 0763734.1 |
 TR1146| TR1174 LA CONNER REAR RANGE LIGHT          APPROX. 1.8 KM 1781146.8 |
 TR1146| TR1173 LA CONNER RANGE REAR LT             APPROX. 1.8 KM 1781109.0 |
 TR1146| CF9170 B 131+82.5                                         1955541.0 |
 TR1146| TR1149 SWINOMISH SLOUGH BEACON 10          APPROX. 0.6 KM 2033205.4 |
 TR1146| TR1219 SWINOMISH CHAN RNG REAR LT 11       APPROX. 0.9 KM 2061951.9 |
 TR1146| TR1229 SWINOMISH CHAN RNG FRONT LT 11      APPROX. 0.8 KM 2065632.7 |
 TR1146| CF7526 B 109+89 RM 1                        22.905 METERS 23246     |
 TR1146| CF7527 B 109+89 RM 2                        27.110 METERS 30010     |
 TR1146| TR1152 SWINOMISH SLOUGH BEACON 12           80.907 METERS 31432     |
 TR1146| TR1232 SWINOMISH SLOUGH BEACON 16          APPROX. 1.5 KM 3342720.2 |
 TR1146| TR1236 SWINOMISH SLOUGH HWY BRI W LT       APPROX. 3.1 KM 3345947.5 |
 TR1146| TR1225 SWINOMISH SLOUGH HWY BRI E LT       APPROX. 3.1 KM 3353122.5 |
 TR1146| TR1156 SWINOMISH SLOUGH BEACON 14          APPROX. 0.8 KM 3404423.3 |
 TR1146|---------------------------------------------------------------------|
 TR1146
 TR1146                          SUPERSEDED SURVEY CONTROL
 TR1146
 TR1146  NAD 83(1986)-  48 25 49.84693(N)    122 29 49.96949(W) AD(       ) 2
 TR1146  NAD 27      -  48 25 50.47000(N)    122 29 45.37100(W) AD(       ) 2
 TR1146
 TR1146.Superseded values are not recommended for survey control.
 TR1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1146.See file dsdata.txt to determine how the superseded data were derived.
 TR1146
 TR1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3719364274(NAD 83)
 TR1146_MARKER: DD = SURVEY DISK
 TR1146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TR1146_MAGNETIC: P = MARKER IS A STEEL PIPE
 TR1146
 TR1146  HISTORY     - Date     Condition        Report By
 TR1146  HISTORY     - 1939     MONUMENTED       USE
 TR1146  HISTORY     - 1960     GOOD             CGS
 TR1146  HISTORY     - 1961     GOOD             CGS
 TR1146  HISTORY     - 1980     MARK NOT FOUND   NOS
 TR1146
 TR1146                          STATION DESCRIPTION
 TR1146
 TR1146'DESCRIBED BY US ENGINEERS 1939 (RWK)
 TR1146'ABOUT 2-1/2 MILES NORTH OF LA CONNER, ON THE EAST SIDE OF SWINOMISH
 TR1146'SLOUGH, ON THE TOP OF THE LOW DIKE WHICH AT THIS POINT IS ABOUT 16
 TR1146'METERS EAST OF THE HIGH WATER LINE.  ABOUT 14 METERS NNE OF THE
 TR1146'CORNER OF A FENCE AND ABOUT 80 METERS SW OF THE SWINOMISH SLOUGH
 TR1146'BEACON 12, A USE STANDARD DISK STAMPED 109+89 CEMENTED INTO A LENGTH
 TR1146'OF 4 INCH IRON PIPE SET FLUSH WITH THE GROUND.
 TR1146'
 TR1146'TO REACH-- PROCEED 2.2 MILES NORTH FROM THE PIONEERS MONUMENT IN LA
 TR1146'CONNER TO CROSS ROAD (SEE LARGE SIGN ON FENCE 2-1/2 MILES LA
 TR1146'CONNER), TURN WEST ON GRAVEL ROAD AND PROCEED 1.25 MILES TO DIKE
 TR1146'ALONG SWINOMISH SLOUGH.  TURN NORTH ON PRIVATE ROAD THROUGH FARM
 TR1146'YARDS AND ALONG DIKE A DISTANCE OF 0.75 MILES TO STATION.
 TR1146'
 TR1146'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 TR1146
 TR1146                          STATION RECOVERY (1960)
 TR1146
 TR1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1146'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1146'CONDITION AS DESCRIBED BY R.W.K. IN 1939.  THE DESCRIPTION IS
 TR1146'ADEQUATE.  ANGLES AND DISTANCES WERE MEASURED TO THE REFERENCE MARKS.
 TR1146
 TR1146                          STATION RECOVERY (1961)
 TR1146
 TR1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1146'THE RECOVERY NOTE BY L.G.T. IN 1960 IS IN ERROR.  THE PREVIOUS
 TR1146'DESCRIPTION IS ADEQUATE EXCEPT THAT SWINOMISH SLOUGH IS NOW KNOWN
 TR1146'AS SWINOMISH CHANNEL AND THE STATION IS LOCATED ABOUT 650 METERS
 TR1146'NNE OF SWINOMISH CHANNEL DAY BEACON 12.  THE SWINOMISH SLOUGH BEACON
 TR1146'12 REFERRED TO IN THE ORIGINAL DESCRIPTION HAS BEEN DESTROYED.
 TR1146
 TR1146                          STATION RECOVERY (1980)
 TR1146
 TR1146'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 TR1146'THE STATION AND REFERENCE MARKS WERE NOT RECOVERED AFTER A BRIEF
 TR1146'SEARCH. NEW HOUSES HAVE BEEN BUILT AT THE STATION AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0487 ***********************************************************************
 TR0487  DESIGNATION -  B 11
 TR0487  PID         -  TR0487
 TR0487  STATE/COUNTY-  WA/ISLAND
 TR0487  USGS QUAD   -  OAK HARBOR (1973)
 TR0487
 TR0487                         *CURRENT SURVEY CONTROL
 TR0487  ___________________________________________________________________
 TR0487* NAD 83(1991)-  48 19 23.07783(N)    122 41 27.67245(W)     ADJUSTED  
 TR0487* NAVD 88     -        43.146  (meters)     141.55   (feet)  ADJUSTED  
 TR0487  ___________________________________________________________________
 TR0487  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 TR0487  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TR0487  DYNAMIC HT  -          43.156 (meters)     141.59  (feet)  COMP
 TR0487  MODELED GRAV-     980,857.0   (mgal)                       NAVD 88
 TR0487
 TR0487  HORZ ORDER  -  THIRD
 TR0487  VERT ORDER  -  FIRST     CLASS II
 TR0487
 TR0487.The horizontal coordinates were established by classical geodetic methods
 TR0487.and adjusted by the National Geodetic Survey in December 1991..
 TR0487
 TR0487.The orthometric height was determined by differential leveling
 TR0487.and adjusted by the National Geodetic Survey in June 1991..
 TR0487
 TR0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0487
 TR0487.The geoid height was determined by GEOID03.
 TR0487
 TR0487.The dynamic height is computed by dividing the NAVD 88
 TR0487.geopotential number by the normal gravity value computed on the
 TR0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0487.degrees latitude (g = 980.6199 gals.).
 TR0487
 TR0487.The modeled gravity was interpolated from observed gravity values.
 TR0487
 TR0487;                    North         East     Units Scale Factor Converg.
 TR0487;SPC WA N     -   148,766.619   362,257.694   MT  0.99994865   -1 22 59.1
 TR0487;SPC WA N     -   488,078.48  1,188,507.12   sFT  0.99994865   -1 22 59.1
 TR0487;UTM  10      - 5,352,256.052   522,904.221   MT  0.99960645   +0 13 50.8
 TR0487
 TR0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0487!SPC WA N     -   0.99999672  x   0.99994865  =   0.99994537
 TR0487!UTM  10      -   0.99999672  x   0.99960645  =   0.99960317
 TR0487
 TR0487|---------------------------------------------------------------------|
 TR0487| PID    Reference Object                     Distance      Geod. Az  |
 TR0487|                                                           dddmmss.s |
 TR0487| TR0485 B 10                                337.059 METERS 00106     |
 TR0487| TR0488 B 12                                268.192 METERS 18144     |
 TR0487|---------------------------------------------------------------------|
 TR0487
 TR0487                          SUPERSEDED SURVEY CONTROL
 TR0487
 TR0487  NAD 83(1986)-  48 19 23.07942(N)    122 41 27.67495(W) AD(       ) 3
 TR0487  NAD 27      -  48 19 23.71800(N)    122 41 23.04800(W) AD(       ) 3
 TR0487  NGVD 29 (??/??/92)   42.000  (m)          137.79   (f) ADJ UNCH    1 2
 TR0487
 TR0487.Superseded values are not recommended for survey control.
 TR0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0487.See file dsdata.txt to determine how the superseded data were derived.
 TR0487
 TR0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2290452256(NAD 83)
 TR0487_MARKER: DS = TRIANGULATION STATION DISK
 TR0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0487_STAMPING: B 11 1952
 TR0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0487+STABILITY: SURFACE MOTION
 TR0487
 TR0487  HISTORY     - Date     Condition        Report By
 TR0487  HISTORY     - 1952     MONUMENTED       CGS
 TR0487  HISTORY     - 1952     GOOD             CGS
 TR0487  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0487  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0487
 TR0487                          STATION DESCRIPTION
 TR0487
 TR0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0487'THE STATION IS AT THE TOP OF A HILL IN CENTERLINE OF THE ROAD 2.0
 TR0487'MILES WEST AND SOUTH OF THE JUNCTION OF CLOVER VALLEY ROAD AND
 TR0487'STATE HIGHWAY 1-Z AND 0.2 MILES NORTH OF THE ENTRANCE TO ROCKY
 TR0487'POINT GOLF COURSE.
 TR0487'
 TR0487'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-11, 1952, SET IN A
 TR0487'CONCRETE MONUMENT 6 INCHES BELOW ROAD SURFACE AND COVERED WITH A
 TR0487'CAST IRON CASING.
 TR0487
 TR0487                          STATION RECOVERY (1952)
 TR0487
 TR0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0487'5.1 MI NW FROM OAK HARBOR.
 TR0487'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0487'THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 2.0 MILES
 TR0487'SOUTHWEST ALONG CLOVER VALLEY ROAD, 0.2 MILE NORTH OF THE ENTRANCE TO
 TR0487'A GOLF COURSE, 15.8 FEET EAST OF A FENCE, 16 1/2 FEET WEST OF THE WEST
 TR0487'FACE OF A 10-FOOT CUT BANK, IN THE CENTER LINE OF THE ROAD, 0.5 FOOT
 TR0487'BELOW THE SURFACE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TR0487'WHICH IS ENCASED BY A 6-INCH IRON PIPE WITH A CAST IRON COVER.
 TR0487
 TR0487                          STATION RECOVERY (1960)
 TR0487
 TR0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0487'THE STATION WAS NOT SEARCHED FOR.  THE ROAD HAS BEEN PAVED AND THE
 TR0487'IRON CASING PROTECTING THE MARK IS NOW UNDER THE ASPHALT.  THE
 TR0487'MARK WAS NOT DUG FOR.
 TR0487
 TR0487                          STATION RECOVERY (1973)
 TR0487
 TR0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2841 ***********************************************************************
 RD2841  DESIGNATION -  B 11
 RD2841  PID         -  RD2841
 RD2841  STATE/COUNTY-  WA/CLARK
 RD2841  USGS QUAD   -  MOUNT TABOR (1990)
 RD2841
 RD2841                         *CURRENT SURVEY CONTROL
 RD2841  ___________________________________________________________________
 RD2841* NAD 83(1991)-  45 37 05.70559(N)    122 31 47.24534(W)     ADJUSTED  
 RD2841* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 RD2841  ___________________________________________________________________
 RD2841  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 RD2841  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD2841
 RD2841  HORZ ORDER  -  THIRD
 RD2841
 RD2841.The horizontal coordinates were established by classical geodetic methods
 RD2841.and adjusted by the National Geodetic Survey in December 1991..
 RD2841
 RD2841.The orthometric height was scaled from a topographic map.
 RD2841
 RD2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2841
 RD2841.The geoid height was determined by GEOID03.
 RD2841
 RD2841;                    North         East     Units Scale Factor Converg.
 RD2841;SPC WA S     -    33,706.298   341,696.602   MT  1.00005568   -1 28 28.0
 RD2841;SPC WA S     -   110,584.75  1,121,049.60   sFT  1.00005568   -1 28 28.0
 RD2841;SPC OR N     -   218,854.509 2,341,716.416   MT  0.99992534   -1 26 22.2
 RD2841;SPC OR N     -   718,026.60  7,682,796.64   iFT  0.99992534   -1 26 22.2
 RD2841;UTM  10      - 5,051,741.554   536,658.988   MT  0.99961652   +0 20 09.8
 RD2841
 RD2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2841!SPC WA S     -   0.99998881  x   1.00005568  =   1.00004449
 RD2841!SPC OR N     -   0.99998881  x   0.99992534  =   0.99991415
 RD2841!UTM  10      -   0.99998881  x   0.99961652  =   0.99960533
 RD2841
 RD2841                          SUPERSEDED SURVEY CONTROL
 RD2841
 RD2841  NAD 83(1991)-  45 37 05.70559(N)    122 31 47.24534(W) AD(       ) 3
 RD2841  NAD 83(1986)-  45 37 05.72202(N)    122 31 47.24831(W) AD(       ) 3
 RD2841  NAD 27      -  45 37 06.31600(N)    122 31 42.88000(W) AD(       ) 3
 RD2841
 RD2841.Superseded values are not recommended for survey control.
 RD2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2841.See file dsdata.txt to determine how the superseded data were derived.
 RD2841
 RD2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3665951742(NAD 83)
 RD2841_MARKER: DE = TRAVERSE STATION DISK
 RD2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2841_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2841+STABILITY: SURFACE MOTION
 RD2841
 RD2841  HISTORY     - Date     Condition        Report By
 RD2841  HISTORY     - 1945     MONUMENTED       CGS
 RD2841  HISTORY     - 1961     GOOD             CGS
 RD2841  HISTORY     - 1979     MARK NOT FOUND   NGS
 RD2841
 RD2841                          STATION DESCRIPTION
 RD2841
 RD2841'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2841'STATION IS LOCATED ABOUT 5.95 MILES E OF VANCOUVER, JUST W OF THE
 RD2841'HANGAR OF A SMALL AIRPORT, 20.2 FEET S OF THE CENTER LINE OF MILL
 RD2841'PLAIN ROAD, AND 20.4 FEET E OF A DRIVEWAY.
 RD2841'
 RD2841'TO REACH THE STATION FROM FIFTH AND MAIN STREETS IN VANCOUVER,
 RD2841'GO E ALONG EVERGREEN HIGHWAY FOR 0.65 MILE, THEN TURN N ON EAST
 RD2841'RESERVE STREET AND GO 0.25 MILE TO EAST TENTH STREET, TURN RIGHT
 RD2841'ON EAST TENTH STREET WHICH IS A CONTINUATION OF MILL PLAIN ROAD
 RD2841'AND GO E 5.05 MILES TO THE STATION.
 RD2841'
 RD2841'STATION MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 RD2841'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES ABOVE THE
 RD2841'GROUND.  DISK IS STAMPED B-11, 1945.
 RD2841'
 RD2841'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 RD2841'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES ABOVE
 RD2841'THE GROUND.  IT IS LOCATED 22.9 FEET S OF THE CENTER LINE OF MILL
 RD2841'PLAIN ROAD AND 10.0 FEET W OF A DRIVEWAY.  DISK IS STAMPED NO. 1,
 RD2841'B-11, 1945.
 RD2841
 RD2841                          STATION RECOVERY (1961)
 RD2841
 RD2841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD2841'THIS TRAVERSE STATION WAS FOUND IN GOOD CONDITION.  THE REFERENCE
 RD2841'MARK WAS FOUND GRADED OVER.
 RD2841'
 RD2841'THIS IS ACROSS THE MILL PLAIN ROAD FROM THE EVERGREEN AIRPORT,
 RD2841'20.5 FEET SOUTH OF THE CENTER OF MILL PLAIN ROAD, AT THE EAST EDGE
 RD2841'OF A DRIVEWAY INTO A HOME THAT IS JUST SOUTH OF THE MOST WEST
 RD2841'HANGER AT THE EVERGREEN AIRPORT.
 RD2841
 RD2841                          STATION RECOVERY (1979)
 RD2841
 RD2841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RD2841'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  A WATER LINE HAS
 RD2841'BEEN INSTALLED ON THE SOUTH SIDE OF MILL PLAIN ROAD AND IT MAY HAVE
 RD2841'BEEN DESTROYED AT THAT TIME
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1405 ***********************************************************************
 SY1405  DESIGNATION -  B 12
 SY1405  PID         -  SY1405
 SY1405  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1405  USGS QUAD   -  ELMA (1981)
 SY1405
 SY1405                         *CURRENT SURVEY CONTROL
 SY1405  ___________________________________________________________________
 SY1405* NAD 83(1986)-  47 00 27.     (N)    123 24 16.     (W)     SCALED    
 SY1405* NAVD 88     -        21.855  (meters)      71.70   (feet)  ADJUSTED  
 SY1405  ___________________________________________________________________
 SY1405  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SY1405  DYNAMIC HT  -          21.859 (meters)      71.72  (feet)  COMP
 SY1405  MODELED GRAV-     980,793.0   (mgal)                       NAVD 88
 SY1405
 SY1405  VERT ORDER  -  FIRST     CLASS I
 SY1405
 SY1405.The horizontal coordinates were scaled from a topographic map and have
 SY1405.an estimated accuracy of +/- 6 seconds.
 SY1405
 SY1405.The orthometric height was determined by differential leveling
 SY1405.and adjusted by the National Geodetic Survey in June 1991..
 SY1405
 SY1405.The geoid height was determined by GEOID03.
 SY1405
 SY1405.The dynamic height is computed by dividing the NAVD 88
 SY1405.geopotential number by the normal gravity value computed on the
 SY1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1405.degrees latitude (g = 980.6199 gals.).
 SY1405
 SY1405.The modeled gravity was interpolated from observed gravity values.
 SY1405
 SY1405;                    North         East    Units  Estimated Accuracy
 SY1405;SPC WA S     -   190,150.      279,190.      MT  (+/- 180 meters Scaled)
 SY1405
 SY1405                          SUPERSEDED SURVEY CONTROL
 SY1405
 SY1405  NGVD 29 (??/??/??)   20.835  (m)           68.36   (f) ADJUSTED    1 1
 SY1405
 SY1405.Superseded values are not recommended for survey control.
 SY1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1405.See file dsdata.txt to determine how the superseded data were derived.
 SY1405
 SY1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT692060(NAD 83)
 SY1405_MARKER: DB = BENCH MARK DISK
 SY1405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1405_SP_SET: CURB
 SY1405_STAMPING: B 12 1920 ELEV. 67.887 FT
 SY1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1405
 SY1405  HISTORY     - Date     Condition        Report By
 SY1405  HISTORY     - 1920     MONUMENTED       CGS
 SY1405  HISTORY     - 1974     GOOD             NGS
 SY1405  HISTORY     - 1977     GOOD             NGS
 SY1405  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY1405  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1405  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1405  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SY1405  HISTORY     - 20060706 MARK NOT FOUND   USPSQD
 SY1405
 SY1405                          STATION DESCRIPTION
 SY1405
 SY1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1405'IN ELMA.
 SY1405'AT ELMA AT THE CROSSING OF THE BURLINGTON NORTHERN RR AND N. 3RD. ST.
 SY1405'IN TOP OF THE E CONC. CURB OF N. 3RD ST 34.6 FT S OF THE S RAIL MAIN
 SY1405'TRACK 37.0 FT SE OF THE CENTER OF THE CROSSING 16.6 FT N OF 2 IN. PIPE
 SY1405'SUPPORTING R.R. CROSSING SIGN 2.1 FT SW OF POWERLINE POLE B 3 N 10 0.3
 SY1405'FT E OF W EDGE OF CURB.  ABOUT LEVEL WITH- THE STREET 0.6 MILES-NE OF
 SY1405'BM-P 479.
 SY1405
 SY1405                          STATION RECOVERY (1977)
 SY1405
 SY1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 SY1405'RECOVERED IN GOOD CONDITION.
 SY1405
 SY1405                          STATION RECOVERY (1987)
 SY1405
 SY1405'RECOVERY NOTE BY US POWER SQUADRON 1987 (CMS)
 SY1405'MARK NOT FOUND.
 SY1405
 SY1405                          STATION RECOVERY (1989)
 SY1405
 SY1405'RECOVERY NOTE BY US POWER SQUADRON 1989 (DJM)
 SY1405'MARK NOT FOUND.
 SY1405
 SY1405                          STATION RECOVERY (1989)
 SY1405
 SY1405'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 SY1405'MARK NOT FOUND.
 SY1405
 SY1405                          STATION RECOVERY (1990)
 SY1405
 SY1405'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCK)
 SY1405'MARK NOT FOUND.
 SY1405
 SY1405                          STATION RECOVERY (2006)
 SY1405
 SY1405'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SY1405'AREA HAS A GOOD COAT OF ASPHALT. IT LOOKS AS THOUGH THE STATION HAS
 SY1405'BEEN BURRIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0488 ***********************************************************************
 TR0488  DESIGNATION -  B 12
 TR0488  PID         -  TR0488
 TR0488  STATE/COUNTY-  WA/ISLAND
 TR0488  USGS QUAD   -  OAK HARBOR (1973)
 TR0488
 TR0488                         *CURRENT SURVEY CONTROL
 TR0488  ___________________________________________________________________
 TR0488* NAD 83(1991)-  48 19 14.39907(N)    122 41 28.06712(W)     ADJUSTED  
 TR0488* NAVD 88     -        26.950  (meters)      88.42   (feet)  ADJUSTED  
 TR0488  ___________________________________________________________________
 TR0488  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 TR0488  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TR0488  DYNAMIC HT  -          26.957 (meters)      88.44  (feet)  COMP
 TR0488  MODELED GRAV-     980,856.1   (mgal)                       NAVD 88
 TR0488
 TR0488  HORZ ORDER  -  THIRD
 TR0488  VERT ORDER  -  FIRST     CLASS II
 TR0488
 TR0488.The horizontal coordinates were established by classical geodetic methods
 TR0488.and adjusted by the National Geodetic Survey in December 1991..
 TR0488
 TR0488.The orthometric height was determined by differential leveling
 TR0488.and adjusted by the National Geodetic Survey in June 1991..
 TR0488
 TR0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0488
 TR0488.The geoid height was determined by GEOID03.
 TR0488
 TR0488.The dynamic height is computed by dividing the NAVD 88
 TR0488.geopotential number by the normal gravity value computed on the
 TR0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0488.degrees latitude (g = 980.6199 gals.).
 TR0488
 TR0488.The modeled gravity was interpolated from observed gravity values.
 TR0488
 TR0488;                    North         East     Units Scale Factor Converg.
 TR0488;SPC WA N     -   148,498.838   362,243.097   MT  0.99994850   -1 22 59.4
 TR0488;SPC WA N     -   487,199.94  1,188,459.23   sFT  0.99994850   -1 22 59.4
 TR0488;UTM  10      - 5,351,988.058   522,897.174   MT  0.99960644   +0 13 50.5
 TR0488
 TR0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0488!SPC WA N     -   0.99999925  x   0.99994850  =   0.99994775
 TR0488!UTM  10      -   0.99999925  x   0.99960644  =   0.99960569
 TR0488
 TR0488|---------------------------------------------------------------------|
 TR0488| PID    Reference Object                     Distance      Geod. Az  |
 TR0488|                                                           dddmmss.s |
 TR0488| TR0487 B 11                                268.192 METERS 00144     |
 TR0488| TR1381 B 13 TP 1952                        374.984 METERS 18011     |
 TR0488|---------------------------------------------------------------------|
 TR0488
 TR0488                          SUPERSEDED SURVEY CONTROL
 TR0488
 TR0488  NAD 83(1986)-  48 19 14.40020(N)    122 41 28.06974(W) AD(       ) 3
 TR0488  NAD 27      -  48 19 15.03900(N)    122 41 23.44300(W) AD(       ) 3
 TR0488  NGVD 29 (??/??/92)   25.804  (m)           84.66   (f) ADJ UNCH    1 2
 TR0488
 TR0488.Superseded values are not recommended for survey control.
 TR0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0488.See file dsdata.txt to determine how the superseded data were derived.
 TR0488
 TR0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2289751988(NAD 83)
 TR0488_MARKER: DB = BENCH MARK DISK
 TR0488_SETTING: 0 = UNSPECIFIED SETTING
 TR0488_STAMPING: B 12 1952
 TR0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0488
 TR0488  HISTORY     - Date     Condition        Report By
 TR0488  HISTORY     - 1952     MONUMENTED       CGS
 TR0488  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0488  HISTORY     - 1973     GOOD             USGS
 TR0488
 TR0488                          STATION DESCRIPTION
 TR0488
 TR0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0488'THE STATION IS AT THE ENTRANCE TO ROCKY PT. GOLF COURSE 2.2 MILES
 TR0488'WEST AND SOUTH OF THE JUNCTION OF CLOVER VALLEY ROAD AND STATE
 TR0488'HIGHWAY 1-D.
 TR0488'
 TR0488'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-12, 1952, SET IN A
 TR0488'CONCRETE MONUMENT 6 INCHES BELOW THE ROAD SURFACE AND COVERED WITH
 TR0488'A CAST IRON CASING, WHICH IS 29.2 FT. NORTHEAST OF NORTHEAST
 TR0488'CORNER OF FENCE, 56.0 FT. EAST OF CENTER OF GATE TO GOLF COURSE
 TR0488'AND 43.3 FT. SOUTHEAST OF SOUTHEAST CORNER OF WHITE BUILDING AT
 TR0488'GATE.
 TR0488
 TR0488                          STATION RECOVERY (1960)
 TR0488
 TR0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0488'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR0488
 TR0488                          STATION RECOVERY (1973)
 TR0488
 TR0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0488'4.0 MI NW FROM OAK HARBOR.
 TR0488'0.2 MILES WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR.
 TR0488'THENCE 0.55 MILE SW. ALONG STATE HWY. 20.  THENCE 0.35 MILE NW. ALONG
 TR0488'SWANTOWN ROAD.  THENCE 1.3 MILES N. ALONG HELLER ROAD.  THENCE 1.0
 TR0488'MILE WEST ALONG CROSBY ROAD.  THENCE 0.6 MILE N. ALONG GOLF COURSE
 TR0488'ROAD TO A T ROAD JCT. WEST TO THE WHIDBEY ISLAND NAVAL AIR STATION
 TR0488'GOLF COURSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2954 ***********************************************************************
 RD2954  DESIGNATION -  B 12
 RD2954  PID         -  RD2954
 RD2954  STATE/COUNTY-  WA/CLARK
 RD2954  USGS QUAD   -  MOUNT TABOR (1990)
 RD2954
 RD2954                         *CURRENT SURVEY CONTROL
 RD2954  ___________________________________________________________________
 RD2954* NAD 83(1991)-  45 37 07.04994(N)    122 31 57.09098(W)     ADJUSTED  
 RD2954* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 RD2954  ___________________________________________________________________
 RD2954  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 RD2954  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD2954
 RD2954  HORZ ORDER  -  THIRD
 RD2954
 RD2954.The horizontal coordinates were established by classical geodetic methods
 RD2954.and adjusted by the National Geodetic Survey in December 1991..
 RD2954
 RD2954.The orthometric height was scaled from a topographic map.
 RD2954
 RD2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2954
 RD2954.The geoid height was determined by GEOID03.
 RD2954
 RD2954;                    North         East     Units Scale Factor Converg.
 RD2954;SPC WA S     -    33,753.283   341,484.424   MT  1.00005557   -1 28 35.1
 RD2954;SPC WA S     -   110,738.90  1,120,353.48   sFT  1.00005557   -1 28 35.1
 RD2954;SPC OR N     -   218,901.359 2,341,504.237   MT  0.99992539   -1 26 29.2
 RD2954;SPC OR N     -   718,180.31  7,682,100.52   iFT  0.99992539   -1 26 29.2
 RD2954;UTM  10      - 5,051,781.795   536,445.525   MT  0.99961633   +0 20 02.8
 RD2954
 RD2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2954!SPC WA S     -   0.99998881  x   1.00005557  =   1.00004438
 RD2954!SPC OR N     -   0.99998881  x   0.99992539  =   0.99991420
 RD2954!UTM  10      -   0.99998881  x   0.99961633  =   0.99960515
 RD2954
 RD2954|---------------------------------------------------------------------|
 RD2954| PID    Reference Object                     Distance      Geod. Az  |
 RD2954|                                                           dddmmss.s |
 RD2954| RD2841 B 11                                217.306 METERS 10101     |
 RD2954| RD2955 B 13                                APPROX. 0.8 KM 2784748.2 |
 RD2954|---------------------------------------------------------------------|
 RD2954
 RD2954                          SUPERSEDED SURVEY CONTROL
 RD2954
 RD2954  NAD 83(1991)-  45 37 07.04994(N)    122 31 57.09098(W) AD(       ) 3
 RD2954  NAD 83(1986)-  45 37 07.06640(N)    122 31 57.09390(W) AD(       ) 3
 RD2954
 RD2954.Superseded values are not recommended for survey control.
 RD2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2954.See file dsdata.txt to determine how the superseded data were derived.
 RD2954
 RD2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3644651782(NAD 83)
 RD2954_MARKER: DB = BENCH MARK DISK
 RD2954_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RD2954_SP_SET: FOOTING
 RD2954_STAMPING: 39.856 FT 40 1914 B 12
 RD2954_MARK LOGO: CGS   
 RD2954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2954+STABILITY: SURFACE MOTION
 RD2954
 RD2954  HISTORY     - Date     Condition        Report By
 RD2954  HISTORY     - UNK      MONUMENTED
 RD2954  HISTORY     - 19860715 GOOD             NGS
 RD2954  HISTORY     - 20040624 MARK NOT FOUND   USPSQD
 RD2954
 RD2954                          STATION DESCRIPTION
 RD2954
 RD2954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 RD2954'4.83 KM (3.00 MI) WEST ALONG STATE HIGHWAY 501 FROM THE JUNCTION OF
 RD2954'INTERSTATE HIGHWAY 5 TO THE INTERSECTION OF PIONEER AND MAIN STREET
 RD2954'IN RIDGE FIELD, THENCE 0.40 KM (0.25 MI) NORTH ALONG MAIN STREET TO
 RD2954'THE INTERSECTION OF DIVISION STREET, THENCE 0.16 KM (0.10 MI) WEST
 RD2954'ALONG DIVISION STREET TO THE RAILROAD, THENCE 0.72 KM (0.45 MI) NORTH
 RD2954'ALONG THE TRACK TO THE MARK ON THE LEFT, 15.8 M (51.8 FT) SOUTH OF A
 RD2954'TELEPHONE GUY POLE, 12.0 M (39.4 FT) SOUTHWEST OF THE WEST RAIL, 10.5
 RD2954'M (34.4 FT) WEST OF RAILROAD SIGN P-35 F 35, AND 4.6 M (15.1 FT)
 RD2954'NORTHWEST OF A TELEPHONE POLE.
 RD2954
 RD2954                          STATION RECOVERY (2004)
 RD2954
 RD2954'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD2954'THE DESCRIPTION AND THE LAT/LONG ARE A COUPLE MILES APART. ALLTHE
 RD2954'TELEPHONE POLES IN THIS AREA HAVE BEEN CHANGED. NO WITNESS POLES PLUS
 RD2954'OVERGROWN WITH BLACKBERRIES MAKING THIS RECOVERY IMPOSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1406 ***********************************************************************
 SY1406  DESIGNATION -  B 12 RESET 1977
 SY1406  PID         -  SY1406
 SY1406  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1406  USGS QUAD   -  ELMA (1981)
 SY1406
 SY1406                         *CURRENT SURVEY CONTROL
 SY1406  ___________________________________________________________________
 SY1406* NAD 83(1986)-  47 00 27.     (N)    123 24 17.     (W)     SCALED    
 SY1406* NAVD 88     -        21.76   (meters)      71.4    (feet)  RESET     
 SY1406  ___________________________________________________________________
 SY1406  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SY1406
 SY1406  VERT ORDER  -  THIRD
 SY1406
 SY1406.The horizontal coordinates were scaled from a topographic map and have
 SY1406.an estimated accuracy of +/- 6 seconds.
 SY1406
 SY1406.The orthometric height was computed from unverified reset data.
 SY1406.No vertical observational check was made to the station.
 SY1406
 SY1406.The geoid height was determined by GEOID03.
 SY1406
 SY1406;                    North         East    Units  Estimated Accuracy
 SY1406;SPC WA S     -   190,150.      279,170.      MT  (+/- 180 meters Scaled)
 SY1406
 SY1406                          SUPERSEDED SURVEY CONTROL
 SY1406
 SY1406  NGVD 29 (??/??/??)   20.74   (m)           68.0    (f) RESET       3  
 SY1406
 SY1406.Superseded values are not recommended for survey control.
 SY1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1406.See file dsdata.txt to determine how the superseded data were derived.
 SY1406
 SY1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT692060(NAD 83)
 SY1406_MARKER: DB = BENCH MARK DISK
 SY1406_SETTING: 0 = UNSPECIFIED SETTING
 SY1406_STAMPING: B 12 RESET 1977
 SY1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1406
 SY1406  HISTORY     - Date     Condition        Report By
 SY1406  HISTORY     - 1977     MONUMENTED       NGS
 SY1406  HISTORY     - 1987     GOOD             USPSQD
 SY1406  HISTORY     - 1987     GOOD             USPSQD
 SY1406  HISTORY     - 1988     GOOD             USPSQD
 SY1406  HISTORY     - 1988     GOOD             USPSQD
 SY1406  HISTORY     - 1989     GOOD             USPSQD
 SY1406  HISTORY     - 1989     GOOD             USPSQD
 SY1406  HISTORY     - 1990     GOOD             USPSQD
 SY1406  HISTORY     - 1990     GOOD             USPSQD
 SY1406  HISTORY     - 20060706 MARK NOT FOUND   USPSQD
 SY1406
 SY1406                          STATION DESCRIPTION
 SY1406
 SY1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SY1406'IN ELMA.
 SY1406'AT ELMA, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF RAILROAD AVENUE
 SY1406'AND THIRD STREET, 40.8 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 SY1406'TRACK, 21.6 FEET WEST OF THE CENTER OF THIRD STREET, 16.7 FEET SOUTH
 SY1406'OF A POWER POLE AND 0.3 FOOT WEST OF THE EAST EDGE OF THE CURB.
 SY1406
 SY1406                          STATION RECOVERY (1987)
 SY1406
 SY1406'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1406'RECOVERED IN GOOD CONDITION.
 SY1406
 SY1406                          STATION RECOVERY (1987)
 SY1406
 SY1406'RECOVERY NOTE BY US POWER SQUADRON 1987 (CMS)
 SY1406'RECOVERED IN GOOD CONDITION.
 SY1406
 SY1406                          STATION RECOVERY (1988)
 SY1406
 SY1406'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SY1406'RECOVERED IN GOOD CONDITION.
 SY1406
 SY1406                          STATION RECOVERY (1988)
 SY1406
 SY1406'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SY1406'RECOVERED IN GOOD CONDITION.
 SY1406
 SY1406                          STATION RECOVERY (1989)
 SY1406
 SY1406'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1406'RECOVERED IN GOOD CONDITION.
 SY1406
 SY1406                          STATION RECOVERY (1989)
 SY1406
 SY1406'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 SY1406'RECOVERED IN GOOD CONDITION.
 SY1406
 SY1406                          STATION RECOVERY (1990)
 SY1406
 SY1406'RECOVERY NOTE BY US POWER SQUADRON 1990 (KAS)
 SY1406'RECOVERED IN GOOD CONDITION.
 SY1406
 SY1406                          STATION RECOVERY (1990)
 SY1406
 SY1406'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCK)
 SY1406'RECOVERED IN GOOD CONDITION.
 SY1406
 SY1406                          STATION RECOVERY (2006)
 SY1406
 SY1406'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SY1406'AREA HAS A GOOD COAT OF NEW ASPHALT. IT LOOKS AS THOUGH THE STATION
 SY1406'HAS BEEN BURRIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0832 ***********************************************************************
 SV0832  DESIGNATION -  B 120
 SV0832  PID         -  SV0832
 SV0832  STATE/COUNTY-  WA/WHITMAN
 SV0832  USGS QUAD   -  TEKOA (1964)
 SV0832
 SV0832                         *CURRENT SURVEY CONTROL
 SV0832  ___________________________________________________________________
 SV0832* NAD 83(1986)-  47 13 32.     (N)    117 04 28.     (W)     SCALED    
 SV0832* NAVD 88     -       758.131  (meters)    2487.30   (feet)  ADJUSTED  
 SV0832  ___________________________________________________________________
 SV0832  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 SV0832  DYNAMIC HT  -         758.119 (meters)    2487.26  (feet)  COMP
 SV0832  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 SV0832
 SV0832  VERT ORDER  -  FIRST     CLASS II
 SV0832
 SV0832.The horizontal coordinates were scaled from a topographic map and have
 SV0832.an estimated accuracy of +/- 6 seconds.
 SV0832
 SV0832.The orthometric height was determined by differential leveling
 SV0832.and adjusted by the National Geodetic Survey in June 1991..
 SV0832
 SV0832.The geoid height was determined by GEOID03.
 SV0832
 SV0832.The dynamic height is computed by dividing the NAVD 88
 SV0832.geopotential number by the normal gravity value computed on the
 SV0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0832.degrees latitude (g = 980.6199 gals.).
 SV0832
 SV0832.The modeled gravity was interpolated from observed gravity values.
 SV0832
 SV0832;                    North         East    Units  Estimated Accuracy
 SV0832;SPC WA S     -   215,960.      759,350.      MT  (+/- 180 meters Scaled)
 SV0832
 SV0832                          SUPERSEDED SURVEY CONTROL
 SV0832
 SV0832  NGVD 29 (??/??/92)  756.970  (m)         2483.49   (f) ADJ UNCH    1 2
 SV0832
 SV0832.Superseded values are not recommended for survey control.
 SV0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0832.See file dsdata.txt to determine how the superseded data were derived.
 SV0832
 SV0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN943302(NAD 83)
 SV0832_MARKER: DB = BENCH MARK DISK
 SV0832_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SV0832_SP_SET: BRIDGE ABUTMENT
 SV0832_STAMPING: B 120 1935
 SV0832_MARK LOGO: CGS   
 SV0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV0832+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1989
 SV0832
 SV0832  HISTORY     - Date     Condition        Report By
 SV0832  HISTORY     - 1935     MONUMENTED       CGS
 SV0832  HISTORY     - 1980     GOOD             NGS
 SV0832  HISTORY     - 19890710 GOOD             NGS
 SV0832
 SV0832                          STATION DESCRIPTION
 SV0832
 SV0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0832'IN TEKOA.
 SV0832'TABLET SET HORIZONTALLY ON SOUTHEAST END OF NORTHEAST ABUTMENT TO
 SV0832'STEEL GIRDER RAILWAY BRIDGE NO. 0.14.  ABOUT 104 FEET NORTHEAST OF
 SV0832'CENTERLINE OF CROSSING OF OREGON AND WASHINGTON R.R. AND DIRT ROAD.
 SV0832'FROM TEKOA TO LATAH.  70 FEET NORTH OF CENTER OF HIGHWAY BRIDGE OVER
 SV0832'CREEK.  12 FEET SOUTHEAST OF CENTERLINE OF OREGON AND WASHINGTON
 SV0832'RAILROAD.  4.8 FEET BELOW LEVEL OF TRACK.  4.4 FEET SOUTHEAST OF
 SV0832'SOUTHEAST GIRDER.
 SV0832
 SV0832                          STATION RECOVERY (1980)
 SV0832
 SV0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0832'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
 SV0832
 SV0832                          STATION RECOVERY (1989)
 SV0832
 SV0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SV0832'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  MARK IS
 SV0832'LOCATED IN THE NORTHWEST EDGE OF TEKOA, WASHINGTON ALONG THE UNION
 SV0832'PACIFIC RAILROAD.  REACHED FROM THE POST OFFICE IN TEKOA, WASHINGTON,
 SV0832'GO NORTH 0.2 KM (0.10 MI) ON STATE HIGHWAY 27 TO A FORK, TAKE LEFT
 SV0832'FORK AND GO NORTHWEST 0.1 KM (0.05 MI) ON A PAVED ROAD TO A STEEL
 SV0832'RAILROAD BRIDGE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0494 ***********************************************************************
 TR0494  DESIGNATION -  B 13
 TR0494  PID         -  TR0494
 TR0494  STATE/COUNTY-  WA/ISLAND
 TR0494  USGS QUAD   -  OAK HARBOR (1973)
 TR0494
 TR0494                         *CURRENT SURVEY CONTROL
 TR0494  ___________________________________________________________________
 TR0494* NAD 83(1991)-  48 19 02.13638(N)    122 41 28.43136(W)     ADJUSTED  
 TR0494* NAVD 88     -        23.674  (meters)      77.67   (feet)  ADJUSTED  
 TR0494  ___________________________________________________________________
 TR0494  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 TR0494  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR0494  DYNAMIC HT  -          23.680 (meters)      77.69  (feet)  COMP
 TR0494  MODELED GRAV-     980,854.8   (mgal)                       NAVD 88
 TR0494
 TR0494  HORZ ORDER  -  THIRD
 TR0494  VERT ORDER  -  FIRST     CLASS II
 TR0494
 TR0494.The horizontal coordinates were established by classical geodetic methods
 TR0494.and adjusted by the National Geodetic Survey in December 1991..
 TR0494
 TR0494.The orthometric height was determined by differential leveling
 TR0494.and adjusted by the National Geodetic Survey in June 1991..
 TR0494
 TR0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0494
 TR0494.The geoid height was determined by GEOID03.
 TR0494
 TR0494.The dynamic height is computed by dividing the NAVD 88
 TR0494.geopotential number by the normal gravity value computed on the
 TR0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0494.degrees latitude (g = 980.6199 gals.).
 TR0494
 TR0494.The modeled gravity was interpolated from observed gravity values.
 TR0494
 TR0494;                    North         East     Units Scale Factor Converg.
 TR0494;SPC WA N     -   148,120.380   362,226.453   MT  0.99994830   -1 22 59.7
 TR0494;SPC WA N     -   485,958.28  1,188,404.62   sFT  0.99994830   -1 22 59.7
 TR0494;UTM  10      - 5,351,609.411   522,891.197   MT  0.99960644   +0 13 50.2
 TR0494
 TR0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0494!SPC WA N     -   0.99999977  x   0.99994830  =   0.99994807
 TR0494!UTM  10      -   0.99999977  x   0.99960644  =   0.99960621
 TR0494
 TR0494                          SUPERSEDED SURVEY CONTROL
 TR0494
 TR0494  NAD 83(1986)-  48 19 02.13752(N)    122 41 28.43409(W) AD(       ) 3
 TR0494  NAD 27      -  48 19 02.77600(N)    122 41 23.80700(W) AD(       ) 3
 TR0494  NGVD 29 (??/??/92)   22.528  (m)           73.91   (f) ADJ UNCH    1 2
 TR0494
 TR0494.Superseded values are not recommended for survey control.
 TR0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0494.See file dsdata.txt to determine how the superseded data were derived.
 TR0494
 TR0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2289151609(NAD 83)
 TR0494_MARKER: DS = TRIANGULATION STATION DISK
 TR0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0494_STAMPING: B 13 1952
 TR0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0494+STABILITY: SURFACE MOTION
 TR0494
 TR0494  HISTORY     - Date     Condition        Report By
 TR0494  HISTORY     - 1952     MONUMENTED       CGS
 TR0494  HISTORY     - 1952     GOOD             CGS
 TR0494  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0494  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0494
 TR0494                          STATION DESCRIPTION
 TR0494
 TR0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0494'THE STATION IS IN THE LINE OF THE NAVAL RESERVATION FENCE AT THE
 TR0494'ROCKY PT. GOLF COURSE 0.4 MILES WEST ALONG PIONEER WAY FROM THE
 TR0494'OAK HARBOR POST OFFICE, THENCE 1.4 MILES NORTH ALONG STATE HIGHWAY
 TR0494'1-D, THENCE 1.8 MILES WEST ALONG A COUNTY ASPHALT ROAD TO THE
 TR0494'T JUNCTION WITH THE CLOVER VALLEY ROAD, THENCE 0.4 MILES NORTH TO
 TR0494'STATION.
 TR0494'
 TR0494'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-13, 1952, SET IN A
 TR0494'CONCRETE MONUMENT PROJECTING 0.2 FT. ABOVE THE GROUND, WHICH IS
 TR0494'32 FT. WEST OF THE CENTERLINE OF THE ROAD AND 0.2 MILES SOUTH OF
 TR0494'THE ENTRANCE TO THE GOLF COURSE.
 TR0494
 TR0494                          STATION RECOVERY (1952)
 TR0494
 TR0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0494'4.0 MI NW FROM OAK HARBOR.
 TR0494'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0494'THENCE 1.4 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 1.8 MILES WEST
 TR0494'ALONG A COUNTY ASPHALT ROAD, THENCE 0.4 MILE NORTH ALONG CLOVER VALLEY
 TR0494'ROAD, 0.2 MILE SOUTH OF THE ENTRANCE TO THE NAVAL AIR STATION GOLF
 TR0494'CLUB, IN LINE WITH A NAVY RESERVATION FENCE, 32 FEET NORTH OF A POWER
 TR0494'LINE POLE, 19 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.5 FEET NORTH
 TR0494'OF A FENCE POST, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER
 TR0494'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 TR0494'FOOT ABOVE THE GROUND.
 TR0494
 TR0494                          STATION RECOVERY (1960)
 TR0494
 TR0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0494'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 TR0494'32.7 FT. NORTH NORTHEAST OF POWER POLE Q 59 AND 1.4 FT. SOUTH OF
 TR0494'A WITNESS POST.
 TR0494
 TR0494                          STATION RECOVERY (1973)
 TR0494
 TR0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0594 ***********************************************************************
 SY0594  DESIGNATION -  B 139
 SY0594  PID         -  SY0594
 SY0594  STATE/COUNTY-  WA/KING
 SY0594  USGS QUAD   -  RENTON (1994)
 SY0594
 SY0594                         *CURRENT SURVEY CONTROL
 SY0594  ___________________________________________________________________
 SY0594* NAD 83(1986)-  47 26 28.     (N)    122 14 30.     (W)     SCALED    
 SY0594* NAVD 88     -         9.926  (meters)      32.57   (feet)  ADJUSTED  
 SY0594  ___________________________________________________________________
 SY0594  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SY0594  DYNAMIC HT  -           9.928 (meters)      32.57  (feet)  COMP
 SY0594  MODELED GRAV-     980,777.6   (mgal)                       NAVD 88
 SY0594
 SY0594  VERT ORDER  -  FIRST     CLASS II
 SY0594
 SY0594.The horizontal coordinates were scaled from a topographic map and have
 SY0594.an estimated accuracy of +/- 6 seconds.
 SY0594
 SY0594.The orthometric height was determined by differential leveling
 SY0594.and adjusted by the National Geodetic Survey in June 1991..
 SY0594.WARNING-Repeat measurements at this control monument indicate possible
 SY0594.vertical movement.
 SY0594
 SY0594.The geoid height was determined by GEOID03.
 SY0594
 SY0594.The dynamic height is computed by dividing the NAVD 88
 SY0594.geopotential number by the normal gravity value computed on the
 SY0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0594.degrees latitude (g = 980.6199 gals.).
 SY0594
 SY0594.The modeled gravity was interpolated from observed gravity values.
 SY0594
 SY0594;                    North         East    Units  Estimated Accuracy
 SY0594;SPC WA N     -    50,020.      393,780.      MT  (+/- 180 meters Scaled)
 SY0594
 SY0594                          SUPERSEDED SURVEY CONTROL
 SY0594
 SY0594  NGVD 29 (??/??/??)    8.832  (m)           28.98   (f) ADJUSTED    1 2
 SY0594
 SY0594.Superseded values are not recommended for survey control.
 SY0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0594.See file dsdata.txt to determine how the superseded data were derived.
 SY0594
 SY0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET571544(NAD 83)
 SY0594_MARKER: DD = SURVEY DISK
 SY0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0594_STAMPING: B 139 1938
 SY0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0594+STABILITY: SURFACE MOTION
 SY0594
 SY0594  HISTORY     - Date     Condition        Report By
 SY0594  HISTORY     - 1938     MONUMENTED       LOCENG
 SY0594  HISTORY     - 1965     GOOD             CGS
 SY0594  HISTORY     - 1973     MARK NOT FOUND   NGS
 SY0594  HISTORY     - 19870719 MARK NOT FOUND   USPSQD
 SY0594
 SY0594                          STATION DESCRIPTION
 SY0594
 SY0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0594'4.1 MI N FROM KENT.
 SY0594'4.1 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SY0594'KENT, AT ORILLIA, 56 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF
 SY0594'SOUTH 180TH STREET, 30.5 FEET WEST OF THE WEST RAIL, 13.8 FEET NORTH
 SY0594'OF THE CENTER LINE OF THE STREET, 75.4 FEET EAST OF THE EAST RAIL OF
 SY0594'THE CHICAGO, ST PAUL AND PACIFIC RAILROAD, 7 FEET SOUTH-SOUTHEAST OF A
 SY0594'TELEPHONE POLE, ABOUT 1 FOOT LOWER THAN THE TRACKS, AND SET IN THE TOP
 SY0594'OF A CONCRETE POST 0.4 FOOT UNDERGROUND.
 SY0594
 SY0594                          STATION RECOVERY (1973)
 SY0594
 SY0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0594'MARK NOT FOUND.
 SY0594
 SY0594                          STATION RECOVERY (1987)
 SY0594
 SY0594'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SY0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0922 ***********************************************************************
 TR0922  DESIGNATION -  B 14
 TR0922  PID         -  TR0922
 TR0922  STATE/COUNTY-  WA/CLALLAM
 TR0922  USGS QUAD   -  LAKE SUTHERLAND (1985)
 TR0922
 TR0922                         *CURRENT SURVEY CONTROL
 TR0922  ___________________________________________________________________
 TR0922* NAD 83(1986)-  48 07 20.     (N)    123 41 01.     (W)     SCALED    
 TR0922* NAVD 88     -        77.162  (meters)     253.16   (feet)  ADJUSTED  
 TR0922  ___________________________________________________________________
 TR0922  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 TR0922  DYNAMIC HT  -          77.181 (meters)     253.22  (feet)  COMP
 TR0922  MODELED GRAV-     980,868.5   (mgal)                       NAVD 88
 TR0922
 TR0922  VERT ORDER  -  FIRST     CLASS I
 TR0922
 TR0922.The horizontal coordinates were scaled from a topographic map and have
 TR0922.an estimated accuracy of +/- 6 seconds.
 TR0922
 TR0922.The orthometric height was determined by differential leveling
 TR0922.and adjusted by the National Geodetic Survey in June 1991..
 TR0922
 TR0922.The geoid height was determined by GEOID03.
 TR0922
 TR0922.The dynamic height is computed by dividing the NAVD 88
 TR0922.geopotential number by the normal gravity value computed on the
 TR0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0922.degrees latitude (g = 980.6199 gals.).
 TR0922
 TR0922.The modeled gravity was interpolated from observed gravity values.
 TR0922
 TR0922;                    North         East    Units  Estimated Accuracy
 TR0922;SPC WA N     -   128,700.      287,860.      MT  (+/- 180 meters Scaled)
 TR0922
 TR0922                          SUPERSEDED SURVEY CONTROL
 TR0922
 TR0922  NGVD 29 (??/??/92)   76.043  (m)          249.48   (f) ADJ UNCH    1 1
 TR0922
 TR0922.Superseded values are not recommended for survey control.
 TR0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0922.See file dsdata.txt to determine how the superseded data were derived.
 TR0922
 TR0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU491301(NAD 83)
 TR0922_MARKER: DB = BENCH MARK DISK
 TR0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0922_STAMPING: 249.471 B 14 1931
 TR0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0922+STABILITY: SURFACE MOTION
 TR0922
 TR0922  HISTORY     - Date     Condition        Report By
 TR0922  HISTORY     - 1931     MONUMENTED       CGS
 TR0922  HISTORY     - 1974     GOOD             NGS
 TR0922  HISTORY     - 1988     GOOD             USPSQD
 TR0922  HISTORY     - 19910716 GOOD             USPSQD
 TR0922
 TR0922                          STATION DESCRIPTION
 TR0922
 TR0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0922'2.6 MI SE FROM JOYCE.
 TR0922'ABOUT 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF
 TR0922'AGATE BEACH ROAD AT JOYCE, AT THE JUNCTION OF A GRAVELED ROAD LEADING
 TR0922'SOUTH TO RAMAPO, 36 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 TR0922'HIGHWAY, 25 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 22 FEET
 TR0922'SOUTH OF A FENCE CORNER POST, 7 1/2 FEET NORTHEAST OF TELEPHONE POLE
 TR0922'31-232-1, 56 1/2 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A
 TR0922'TELEPHONE POLE WITH GUY WIRE, 6 1/2 FEET SOUTHEAST OF THE FENCE LINE,
 TR0922'1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 TR0922'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TR0922'1.0 FOOT.  1/4, SEC 3, T 30N, R 8W.
 TR0922
 TR0922                          STATION RECOVERY (1988)
 TR0922
 TR0922'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWB)
 TR0922'RECOVERED IN GOOD CONDITION.
 TR0922
 TR0922                          STATION RECOVERY (1991)
 TR0922
 TR0922'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0495 ***********************************************************************
 TR0495  DESIGNATION -  B 14
 TR0495  PID         -  TR0495
 TR0495  STATE/COUNTY-  WA/ISLAND
 TR0495  USGS QUAD   -  OAK HARBOR (1973)
 TR0495
 TR0495                         *CURRENT SURVEY CONTROL
 TR0495  ___________________________________________________________________
 TR0495* NAD 83(1991)-  48 18 54.76504(N)    122 41 28.16420(W)     ADJUSTED  
 TR0495* NAVD 88     -        43.910  (meters)     144.06   (feet)  ADJUSTED  
 TR0495  ___________________________________________________________________
 TR0495  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 TR0495  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR0495  DYNAMIC HT  -          43.921 (meters)     144.10  (feet)  COMP
 TR0495  MODELED GRAV-     980,853.9   (mgal)                       NAVD 88
 TR0495
 TR0495  HORZ ORDER  -  THIRD
 TR0495  VERT ORDER  -  FIRST     CLASS II
 TR0495
 TR0495.The horizontal coordinates were established by classical geodetic methods
 TR0495.and adjusted by the National Geodetic Survey in December 1991..
 TR0495
 TR0495.The orthometric height was determined by differential leveling
 TR0495.and adjusted by the National Geodetic Survey in June 1991..
 TR0495
 TR0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0495
 TR0495.The geoid height was determined by GEOID03.
 TR0495
 TR0495.The dynamic height is computed by dividing the NAVD 88
 TR0495.geopotential number by the normal gravity value computed on the
 TR0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0495.degrees latitude (g = 980.6199 gals.).
 TR0495
 TR0495.The modeled gravity was interpolated from observed gravity values.
 TR0495
 TR0495;                    North         East     Units Scale Factor Converg.
 TR0495;SPC WA N     -   147,892.640   362,226.459   MT  0.99994817   -1 22 59.5
 TR0495;SPC WA N     -   485,211.10  1,188,404.64   sFT  0.99994817   -1 22 59.5
 TR0495;UTM  10      - 5,351,381.840   522,897.615   MT  0.99960644   +0 13 50.3
 TR0495
 TR0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0495!SPC WA N     -   0.99999660  x   0.99994817  =   0.99994477
 TR0495!UTM  10      -   0.99999660  x   0.99960644  =   0.99960304
 TR0495
 TR0495|---------------------------------------------------------------------|
 TR0495| PID    Reference Object                     Distance      Geod. Az  |
 TR0495|                                                           dddmmss.s |
 TR0495| TR1381 B 13 TP 1952                        231.474 METERS 00011     |
 TR0495| TR0487 B 11                                APPROX. 0.9 KM 0003949.1 |
 TR0495| TR1317 B 15 TP 1952                        275.042 METERS 18021     |
 TR0495| TR0496 B 15                                272.259 METERS 18132     |
 TR0495| TR0494 B 13                                227.752 METERS 35837     |
 TR0495|---------------------------------------------------------------------|
 TR0495
 TR0495                          SUPERSEDED SURVEY CONTROL
 TR0495
 TR0495  NAD 83(1986)-  48 18 54.76618(N)    122 41 28.16699(W) AD(       ) 3
 TR0495  NAD 27      -  48 18 55.40400(N)    122 41 23.54000(W) AD(       ) 3
 TR0495  NGVD 29 (??/??/92)   42.764  (m)          140.30   (f) ADJ UNCH    1 2
 TR0495
 TR0495.Superseded values are not recommended for survey control.
 TR0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0495.See file dsdata.txt to determine how the superseded data were derived.
 TR0495
 TR0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2289851382(NAD 83)
 TR0495_MARKER: DE = TRAVERSE STATION DISK
 TR0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0495_STAMPING: B 14 1952
 TR0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0495+STABILITY: SURFACE MOTION
 TR0495
 TR0495  HISTORY     - Date     Condition        Report By
 TR0495  HISTORY     - 1952     MONUMENTED       CGS
 TR0495  HISTORY     - 1952     GOOD             CGS
 TR0495  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0495  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0495
 TR0495                          STATION DESCRIPTION
 TR0495
 TR0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0495'THE STATION IS IN THE CENTERLINE OF CLOVER VALLEY ROAD AT TOP OF
 TR0495'A HILL 0.3 MILES NORTH FROM THE T JUNCTION OF CLOVER VALLEY ROAD
 TR0495'AND EAST TO WEST COUNTY ASPHALT ROAD AND 0.3 MILES SOUTH OF
 TR0495'ENTRANCE TO ROCKY PT. GOLF COURSE.
 TR0495'
 TR0495'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-14, 1952, SET IN A
 TR0495'CONCRETE MONUMENT 6 INCHES BELOW THE ROAD SURFACE AND COVERED WITH
 TR0495'A CAST IRON CASING.
 TR0495
 TR0495                          STATION RECOVERY (1952)
 TR0495
 TR0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0495'3.9 MI NW FROM OAK HARBOR.
 TR0495'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0495'THENCE 1.4 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 1.8 MILES WEST
 TR0495'ALONG A COUNTY ASPHALT ROAD, THENCE 0.3 MILE NORTH ALONG CLOVER VALLEY
 TR0495'ROAD, ON THE CENTER LINE OF THE ROAD, ON TOP OF A HILL, 116 FEET SOUTH
 TR0495'OF A POWER LINE POLE WITH 2 TRANSFORMERS, 99 1/2 FEET NORTH OF THE
 TR0495'CENTER OF GATE 32 AND THE CENTER LINE OF A ROAD LEADING WEST TO A NAVY
 TR0495'RESERVATION, 21.0 FEET EAST OF THE RESERVATION FENCE, 0.4 FOOT BELOW
 TR0495'THE SURFACE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 TR0495'IS ENCASED BY A 6-INCH CAST IRON PIPE WITH A CAST IRON COVER.
 TR0495
 TR0495                          STATION RECOVERY (1960)
 TR0495
 TR0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0495'THE MARK WAS NOT SEARCHED FOR.  CLOVER VALLEY ROAD HAS BEEN PAVED
 TR0495'AND THE CAST IRON CASING PROTECTING THE STATION HAS BEEN COVERED
 TR0495'WITH ASPHALT.  IT WAS NOT DUG FOR.
 TR0495
 TR0495                          STATION RECOVERY (1973)
 TR0495
 TR0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0289 ***********************************************************************
 RZ0289  DESIGNATION -  B 143
 RZ0289  PID         -  RZ0289
 RZ0289  STATE/COUNTY-  WA/ASOTIN
 RZ0289  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0289
 RZ0289                         *CURRENT SURVEY CONTROL
 RZ0289  ___________________________________________________________________
 RZ0289* NAD 83(1986)-  46 04 42.     (N)    116 58 55.     (W)     SCALED    
 RZ0289* NAVD 88     -       252.594  (meters)     828.72   (feet)  ADJUSTED  
 RZ0289  ___________________________________________________________________
 RZ0289  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 RZ0289  DYNAMIC HT  -         252.549 (meters)     828.57  (feet)  COMP
 RZ0289  MODELED GRAV-     980,435.4   (mgal)                       NAVD 88
 RZ0289
 RZ0289  VERT ORDER  -  FIRST     CLASS II
 RZ0289
 RZ0289.The horizontal coordinates were scaled from a topographic map and have
 RZ0289.an estimated accuracy of +/- 6 seconds.
 RZ0289
 RZ0289.The orthometric height was determined by differential leveling
 RZ0289.and adjusted by the National Geodetic Survey in June 1991..
 RZ0289
 RZ0289.The geoid height was determined by GEOID03.
 RZ0289
 RZ0289.The dynamic height is computed by dividing the NAVD 88
 RZ0289.geopotential number by the normal gravity value computed on the
 RZ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0289.degrees latitude (g = 980.6199 gals.).
 RZ0289
 RZ0289.The modeled gravity was interpolated from observed gravity values.
 RZ0289
 RZ0289;                    North         East    Units  Estimated Accuracy
 RZ0289;SPC WA S     -    88,870.      772,030.      MT  (+/- 180 meters Scaled)
 RZ0289
 RZ0289                          SUPERSEDED SURVEY CONTROL
 RZ0289
 RZ0289  NGVD 29 (??/??/92)  251.520  (m)          825.20   (f) ADJ UNCH    1 2
 RZ0289
 RZ0289.Superseded values are not recommended for survey control.
 RZ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0289.See file dsdata.txt to determine how the superseded data were derived.
 RZ0289
 RZ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM013027(NAD 83)
 RZ0289_MARKER: DD = SURVEY DISK
 RZ0289_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0289_SP_SET: ROCK OUTCROP
 RZ0289_STAMPING: B 143 1941 825.6
 RZ0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0289+STABILITY: POSITION/ELEVATION WELL
 RZ0289
 RZ0289  HISTORY     - Date     Condition        Report By
 RZ0289  HISTORY     - UNK      MONUMENTED       DOD
 RZ0289  HISTORY     - 1946     GOOD             NGS
 RZ0289
 RZ0289                          STATION DESCRIPTION
 RZ0289
 RZ0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0289'0.20 MI W FROM ROGERSBURG.
 RZ0289'AT ROGERSBURG, ABOUT 0.20 MILE WEST OF MOUTH OF GRANDE RONDE RIVER, 33
 RZ0289'FEET EAST OF GRAVEL ROAD, 15 FEET SOUTH OF RIGHT BANK OF RIVER IN ROCK
 RZ0289'OUTCROP.  DISK STAMPED B 143 1941 825.6.  (825.580 FEET.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0619 ***********************************************************************
 SY0619  DESIGNATION -  B 147
 SY0619  PID         -  SY0619
 SY0619  STATE/COUNTY-  WA/KING
 SY0619  USGS QUAD   -  RENTON (1994)
 SY0619
 SY0619                         *CURRENT SURVEY CONTROL
 SY0619  ___________________________________________________________________
 SY0619* NAD 83(1986)-  47 28 31.     (N)    122 13 07.     (W)     SCALED    
 SY0619* NAVD 88     -         8.870  (meters)      29.10   (feet)  ADJUSTED  
 SY0619  ___________________________________________________________________
 SY0619  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 SY0619  DYNAMIC HT  -           8.872 (meters)      29.11  (feet)  COMP
 SY0619  MODELED GRAV-     980,771.1   (mgal)                       NAVD 88
 SY0619
 SY0619  VERT ORDER  -  FIRST     CLASS II
 SY0619
 SY0619.The horizontal coordinates were scaled from a topographic map and have
 SY0619.an estimated accuracy of +/- 6 seconds.
 SY0619
 SY0619.The orthometric height was determined by differential leveling
 SY0619.and adjusted by the National Geodetic Survey in June 1991..
 SY0619
 SY0619.The geoid height was determined by GEOID03.
 SY0619
 SY0619.The dynamic height is computed by dividing the NAVD 88
 SY0619.geopotential number by the normal gravity value computed on the
 SY0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0619.degrees latitude (g = 980.6199 gals.).
 SY0619
 SY0619.The modeled gravity was interpolated from observed gravity values.
 SY0619
 SY0619;                    North         East    Units  Estimated Accuracy
 SY0619;SPC WA N     -    53,780.      395,580.      MT  (+/- 180 meters Scaled)
 SY0619
 SY0619                          SUPERSEDED SURVEY CONTROL
 SY0619
 SY0619  NGVD 29 (??/??/??)    7.789  (m)           25.55   (f) ADJUSTED    1 2
 SY0619
 SY0619.Superseded values are not recommended for survey control.
 SY0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0619.See file dsdata.txt to determine how the superseded data were derived.
 SY0619
 SY0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET588582(NAD 83)
 SY0619_MARKER: DD = SURVEY DISK
 SY0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0619_STAMPING: B 147 1938
 SY0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0619+STABILITY: SURFACE MOTION
 SY0619
 SY0619  HISTORY     - Date     Condition        Report By
 SY0619  HISTORY     - 1938     MONUMENTED       LOCENG
 SY0619  HISTORY     - 1959     MARK NOT FOUND   CGS
 SY0619
 SY0619                          STATION DESCRIPTION
 SY0619
 SY0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0619'1.1 MI W FROM RENTON.
 SY0619'1.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SY0619'RAILROAD FROM THE STATION AT RENTON, SET AT THE RAILROAD OVERPASS, THE
 SY0619'ROAD UNDER THE TRACKS LEAD NORTH TO THE ABANDONED ARLINGTON GOLF
 SY0619'COURSE, 37.8 FEET WEST OF THE NORTHWEST CORNER OF BRIDGE NO. 0 2, 4.5
 SY0619'FEET NORTH OF THE NORTH RAIL OF THE TRACK, ABOUT 0.1 FOOT BELOW GROUND
 SY0619'LEVEL.  A KING COUNTY BENCH MARK DISK SET IN TOP OF CONCRETE POST.
 SY0619'STAMPED B 147 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0496 ***********************************************************************
 TR0496  DESIGNATION -  B 15
 TR0496  PID         -  TR0496
 TR0496  STATE/COUNTY-  WA/ISLAND
 TR0496  USGS QUAD   -  OAK HARBOR (1973)
 TR0496
 TR0496                         *CURRENT SURVEY CONTROL
 TR0496  ___________________________________________________________________
 TR0496* NAD 83(1991)-  48 18 45.95375(N)    122 41 28.51629(W)     ADJUSTED  
 TR0496* NAVD 88     -        41.596  (meters)     136.47   (feet)  ADJUSTED  
 TR0496  ___________________________________________________________________
 TR0496  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 TR0496  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 TR0496  DYNAMIC HT  -          41.606 (meters)     136.50  (feet)  COMP
 TR0496  MODELED GRAV-     980,853.0   (mgal)                       NAVD 88
 TR0496
 TR0496  HORZ ORDER  -  THIRD
 TR0496  VERT ORDER  -  FIRST     CLASS II
 TR0496
 TR0496.The horizontal coordinates were established by classical geodetic methods
 TR0496.and adjusted by the National Geodetic Survey in December 1991..
 TR0496
 TR0496.The orthometric height was determined by differential leveling
 TR0496.and adjusted by the National Geodetic Survey in June 1991..
 TR0496
 TR0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0496
 TR0496.The geoid height was determined by GEOID03.
 TR0496
 TR0496.The dynamic height is computed by dividing the NAVD 88
 TR0496.geopotential number by the normal gravity value computed on the
 TR0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0496.degrees latitude (g = 980.6199 gals.).
 TR0496
 TR0496.The modeled gravity was interpolated from observed gravity values.
 TR0496
 TR0496;                    North         East     Units Scale Factor Converg.
 TR0496;SPC WA N     -   147,620.746   362,212.638   MT  0.99994803   -1 22 59.7
 TR0496;SPC WA N     -   484,319.06  1,188,359.30   sFT  0.99994803   -1 22 59.7
 TR0496;UTM  10      - 5,351,109.758   522,891.459   MT  0.99960644   +0 13 50.0
 TR0496
 TR0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0496!SPC WA N     -   0.99999696  x   0.99994803  =   0.99994499
 TR0496!UTM  10      -   0.99999696  x   0.99960644  =   0.99960340
 TR0496
 TR0496                          SUPERSEDED SURVEY CONTROL
 TR0496
 TR0496  NAD 83(1986)-  48 18 45.95489(N)    122 41 28.51917(W) AD(       ) 3
 TR0496  NAD 27      -  48 18 46.59300(N)    122 41 23.89200(W) AD(       ) 3
 TR0496  NGVD 29 (??/??/92)   40.450  (m)          132.71   (f) ADJ UNCH    1 2
 TR0496
 TR0496.Superseded values are not recommended for survey control.
 TR0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0496.See file dsdata.txt to determine how the superseded data were derived.
 TR0496
 TR0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2289151110(NAD 83)
 TR0496_MARKER: DB = BENCH MARK DISK
 TR0496_SETTING: 0 = UNSPECIFIED SETTING
 TR0496_STAMPING: B 15 1952
 TR0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0496
 TR0496  HISTORY     - Date     Condition        Report By
 TR0496  HISTORY     - 1952     MONUMENTED       CGS
 TR0496  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0496  HISTORY     - 1973     GOOD             USGS
 TR0496
 TR0496                          STATION DESCRIPTION
 TR0496
 TR0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0496'THE STATION IS IN THE LINE OF THE NAVAL RESERVATION FENCE AT THE
 TR0496'ROCKY PT. GOLF COURSE 0.1 MILE NORTH OF THE T JUNCTION OF CLOVER
 TR0496'VALLEY ROAD AND EAST TO WEST COUNTY ASPHALT ROAD AND 0.5 MILE
 TR0496'SOUTH OF THE ENTRANCE TO GOLF COURSE.
 TR0496'
 TR0496'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-15, 1952, SET IN A
 TR0496'CONCRETE MONUMENT PROJECTING 0.3 FT. ABOVE THE GROUND, WHICH IS
 TR0496'24.0 SOUTHEAST OF A GRAVEL DRIVEWAY LEADING EAST TO A HOUSE AND
 TR0496'18.0 FT. WEST OF CLOVER VALLEY ROAD.
 TR0496
 TR0496                          STATION RECOVERY (1960)
 TR0496
 TR0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0496'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 TR0496'THAT THE MARK IS 25 FT. NORTHWEST OF THE CENTERLINE INTERSECTION
 TR0496'OF CLOVER VALLEY ROAD AND THE DRIVEWAY INSTEAD OF 24 FT SOUTHEAST.
 TR0496
 TR0496                          STATION RECOVERY (1973)
 TR0496
 TR0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0496'3.5 MI NW FROM OAK HARBOR.
 TR0496'0.2 MILES WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR.
 TR0496'THENCE 0.55 MILE SW. ALONG STATE HWY. 20.  THENCE 0.35 MILE NW. ALONG
 TR0496'SWANTOWN ROAD.  THENCE 1.3 MILES N. ALONG HELLER ROAD.  THENCE 1.0
 TR0496'MILE WEST ALONG CROSBY ROAD.  THENCE 0.1 MILE N. ALONG GOLF COURSE
 TR0496'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1039 ***********************************************************************
 SY1039  DESIGNATION -  B 15 RESET 1939
 SY1039  PID         -  SY1039
 SY1039  STATE/COUNTY-  WA/JEFFERSON
 SY1039  USGS QUAD   -  UNCAS (1995)
 SY1039
 SY1039                         *CURRENT SURVEY CONTROL
 SY1039  ___________________________________________________________________
 SY1039* NAD 83(1986)-  47 59 17.     (N)    122 52 57.     (W)     SCALED    
 SY1039* NAVD 88     -        13.718  (meters)      45.01   (feet)  ADJUSTED  
 SY1039  ___________________________________________________________________
 SY1039  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SY1039  DYNAMIC HT  -          13.722 (meters)      45.02  (feet)  COMP
 SY1039  MODELED GRAV-     980,874.2   (mgal)                       NAVD 88
 SY1039
 SY1039  VERT ORDER  -  FIRST     CLASS II
 SY1039
 SY1039.The horizontal coordinates were scaled from a topographic map and have
 SY1039.an estimated accuracy of +/- 6 seconds.
 SY1039
 SY1039.The orthometric height was determined by differential leveling
 SY1039.and adjusted by the National Geodetic Survey in June 1991..
 SY1039
 SY1039.The geoid height was determined by GEOID03.
 SY1039
 SY1039.The dynamic height is computed by dividing the NAVD 88
 SY1039.geopotential number by the normal gravity value computed on the
 SY1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1039.degrees latitude (g = 980.6199 gals.).
 SY1039
 SY1039.The modeled gravity was interpolated from observed gravity values.
 SY1039
 SY1039;                    North         East    Units  Estimated Accuracy
 SY1039;SPC WA N     -   111,890.      347,070.      MT  (+/- 180 meters Scaled)
 SY1039
 SY1039                          SUPERSEDED SURVEY CONTROL
 SY1039
 SY1039  NGVD 29 (??/??/??)   12.596  (m)           41.33   (f) ADJUSTED    1 2
 SY1039
 SY1039.Superseded values are not recommended for survey control.
 SY1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1039.See file dsdata.txt to determine how the superseded data were derived.
 SY1039
 SY1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU087149(NAD 83)
 SY1039_MARKER: DB = BENCH MARK DISK
 SY1039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY1039_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SY1039_STAMPING: B 15 RESET 1939
 SY1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1039
 SY1039  HISTORY     - Date     Condition        Report By
 SY1039  HISTORY     - 1939     MONUMENTED       CGS
 SY1039  HISTORY     - 1952     MARK NOT FOUND   USGS
 SY1039  HISTORY     - 1974     MARK NOT FOUND   NGS
 SY1039  HISTORY     - 19910616 MARK NOT FOUND   USPSQD
 SY1039
 SY1039                          STATION DESCRIPTION
 SY1039
 SY1039'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SY1039'12.9 MI N FROM QUILCENE.
 SY1039'12.9 MILES NORTH ALONG U.S. HIGHWAY 101 FROM QUILCENE, JEFFERSON
 SY1039'COUNTY, 0.2 MILE EAST ALONG STATE HIGHWAY 9.  610 FEET EAST OF THE
 SY1039'EAST END OF THE SNOW CREEK BRIDGE, AND 22 FEET SOUTH OF THE CENTERLINE
 SY1039'OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 15 RESET 1939 AND SET IN
 SY1039'THE TOP OF A CONCRETE-FILLED CONCRETE PIPE.
 SY1039
 SY1039                          STATION RECOVERY (1974)
 SY1039
 SY1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1039'MARK NOT FOUND.
 SY1039
 SY1039                          STATION RECOVERY (1991)
 SY1039
 SY1039'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWB)
 SY1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0497 ***********************************************************************
 TR0497  DESIGNATION -  B 16
 TR0497  PID         -  TR0497
 TR0497  STATE/COUNTY-  WA/ISLAND
 TR0497  USGS QUAD   -  OAK HARBOR (1973)
 TR0497
 TR0497                         *CURRENT SURVEY CONTROL
 TR0497  ___________________________________________________________________
 TR0497* NAD 83(1991)-  48 18 41.38253(N)    122 41 28.71849(W)     ADJUSTED  
 TR0497* NAVD 88     -        36.722  (meters)     120.48   (feet)  ADJUSTED  
 TR0497  ___________________________________________________________________
 TR0497  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 TR0497  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 TR0497  DYNAMIC HT  -          36.731 (meters)     120.51  (feet)  COMP
 TR0497  MODELED GRAV-     980,852.5   (mgal)                       NAVD 88
 TR0497
 TR0497  HORZ ORDER  -  THIRD
 TR0497  VERT ORDER  -  FIRST     CLASS II
 TR0497
 TR0497.The horizontal coordinates were established by classical geodetic methods
 TR0497.and adjusted by the National Geodetic Survey in December 1991..
 TR0497
 TR0497.The orthometric height was determined by differential leveling
 TR0497.and adjusted by the National Geodetic Survey in June 1991..
 TR0497
 TR0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0497
 TR0497.The geoid height was determined by GEOID03.
 TR0497
 TR0497.The dynamic height is computed by dividing the NAVD 88
 TR0497.geopotential number by the normal gravity value computed on the
 TR0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0497.degrees latitude (g = 980.6199 gals.).
 TR0497
 TR0497.The modeled gravity was interpolated from observed gravity values.
 TR0497
 TR0497;                    North         East     Units Scale Factor Converg.
 TR0497;SPC WA N     -   147,479.700   362,205.065   MT  0.99994795   -1 22 59.9
 TR0497;SPC WA N     -   483,856.32  1,188,334.45   sFT  0.99994795   -1 22 59.9
 TR0497;UTM  10      - 5,350,968.602   522,887.862   MT  0.99960644   +0 13 49.9
 TR0497
 TR0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0497!SPC WA N     -   0.99999773  x   0.99994795  =   0.99994568
 TR0497!UTM  10      -   0.99999773  x   0.99960644  =   0.99960417
 TR0497
 TR0497                          SUPERSEDED SURVEY CONTROL
 TR0497
 TR0497  NAD 83(1986)-  48 18 41.38391(N)    122 41 28.72144(W) AD(       ) 3
 TR0497  NAD 27      -  48 18 42.02100(N)    122 41 24.09500(W) AD(       ) 3
 TR0497  NGVD 29 (??/??/92)   35.576  (m)          116.72   (f) ADJ UNCH    1 2
 TR0497
 TR0497.Superseded values are not recommended for survey control.
 TR0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0497.See file dsdata.txt to determine how the superseded data were derived.
 TR0497
 TR0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2288850969(NAD 83)
 TR0497_MARKER: DE = TRAVERSE STATION DISK
 TR0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0497_STAMPING: B 16 1952
 TR0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0497+STABILITY: SURFACE MOTION
 TR0497
 TR0497  HISTORY     - Date     Condition        Report By
 TR0497  HISTORY     - 1952     MONUMENTED       CGS
 TR0497  HISTORY     - 1952     GOOD             CGS
 TR0497  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0497  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0497
 TR0497                          STATION DESCRIPTION
 TR0497
 TR0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0497'THE STATION IS AT THE T JUNCTION OF CLOVER VALLEY ROAD AND EAST TO
 TR0497'WEST COUNTY ASPHALT ROAD, NEAR CORNER OF NAVAL RESERVATION FENCE
 TR0497'0.6 MILES SOUTH OF THE ENTRANCE TO ROCKY PT. GOLF COURSE.
 TR0497'
 TR0497'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-16, 1952, SET IN A
 TR0497'CONCRETE MONUMENT FLUSH WITH THE GROUND, WHICH IS 28.0 FT. WEST OF
 TR0497'CENTERLINE OF CLOVER VALLEY ROAD LEADING NORTH, 29.0 FT. NORTH OF
 TR0497'CENTERLINE OF COUNTY ASPHALT ROAD, 12.4 FT. WEST OF NAVAL
 TR0497'RESERVATION FENCE CORNER AND 2.5 FT. SOUTH OF FENCE.
 TR0497
 TR0497                          STATION RECOVERY (1952)
 TR0497
 TR0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0497'3.7 MI NW FROM OAK HARBOR.
 TR0497'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0497'THENCE 1.4 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 1.9 MILES WEST
 TR0497'ALONG A COUNTY ASPHALT ROAD, AT THE T JUNCTION OF CLOVER VALLEY ROAD
 TR0497'LEADING NORTH, 28 FEET WEST OF THE CENTER LINE OF CLOVER VALLEY ROAD,
 TR0497'29 FEET NORTH OF THE CENTER LINE OF THE COUNTY ROAD, 12.4 FEET WEST OF
 TR0497'A FENCE CORNER POST, 2.5 FEET SOUTH OF A NAVY RESERVATION FENCE, 2.0
 TR0497'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 TR0497'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TR0497
 TR0497                          STATION RECOVERY (1960)
 TR0497
 TR0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0497'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 TR0497'THAT THE MARK IS 2 FT. EAST OF A WHITE WITNESS POST.  THE
 TR0497'DESCRIPTION IS ADEQUATE AND COMPLETE.
 TR0497
 TR0497                          STATION RECOVERY (1973)
 TR0497
 TR0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1340 ***********************************************************************
 SY1340  DESIGNATION -  B 17
 SY1340  PID         -  SY1340
 SY1340  STATE/COUNTY-  WA/THURSTON
 SY1340  USGS QUAD   -  SUMMIT LAKE (1981)
 SY1340
 SY1340                         *CURRENT SURVEY CONTROL
 SY1340  ___________________________________________________________________
 SY1340* NAD 83(1986)-  47 03 51.     (N)    123 00 59.     (W)     SCALED    
 SY1340* NAVD 88     -        13.522  (meters)      44.36   (feet)  ADJUSTED  
 SY1340  ___________________________________________________________________
 SY1340  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SY1340  DYNAMIC HT  -          13.525 (meters)      44.37  (feet)  COMP
 SY1340  MODELED GRAV-     980,830.0   (mgal)                       NAVD 88
 SY1340
 SY1340  VERT ORDER  -  FIRST     CLASS I
 SY1340
 SY1340.The horizontal coordinates were scaled from a topographic map and have
 SY1340.an estimated accuracy of +/- 6 seconds.
 SY1340
 SY1340.The orthometric height was determined by differential leveling
 SY1340.and adjusted by the National Geodetic Survey in June 1991..
 SY1340
 SY1340.The geoid height was determined by GEOID03.
 SY1340
 SY1340.The dynamic height is computed by dividing the NAVD 88
 SY1340.geopotential number by the normal gravity value computed on the
 SY1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1340.degrees latitude (g = 980.6199 gals.).
 SY1340
 SY1340.The modeled gravity was interpolated from observed gravity values.
 SY1340
 SY1340;                    North         East    Units  Estimated Accuracy
 SY1340;SPC WA S     -   195,440.      308,890.      MT  (+/- 180 meters Scaled)
 SY1340
 SY1340                          SUPERSEDED SURVEY CONTROL
 SY1340
 SY1340  NGVD 29 (??/??/??)   12.485  (m)           40.96   (f) ADJUSTED    1 1
 SY1340
 SY1340.Superseded values are not recommended for survey control.
 SY1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1340.See file dsdata.txt to determine how the superseded data were derived.
 SY1340
 SY1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT987122(NAD 83)
 SY1340_MARKER: DB = BENCH MARK DISK
 SY1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1340_STAMPING: B 17 1931 40.705
 SY1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1340+STABILITY: SURFACE MOTION
 SY1340
 SY1340  HISTORY     - Date     Condition        Report By
 SY1340  HISTORY     - 1931     MONUMENTED       CGS
 SY1340  HISTORY     - 1973     GOOD             NGS
 SY1340  HISTORY     - 1983     GOOD             USPSQD
 SY1340  HISTORY     - 1987     GOOD             USPSQD
 SY1340  HISTORY     - 1988     GOOD             USPSQD
 SY1340  HISTORY     - 1988     POOR             USPSQD
 SY1340
 SY1340                          STATION DESCRIPTION
 SY1340
 SY1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1340'4.95 MI NW FROM OLYMPIA.
 SY1340'3.5 MILES WEST ALONG HARRISON AVENUE AND MUD BAY ROAD NORTHWEST FROM
 SY1340'THE JUNCTION OF DIVISION STREET AT OLYMPIA, THENCE 1.45 MILES
 SY1340'NORTHWEST ALONG MADRONA BEACH ROAD NORTHWEST, 0.3 MILE SOUTH OF THE
 SY1340'JUNCTION OF MADRONA BEACH ROAD NORTHWEST AND U.S. HIGHWAY 101, ABOUT
 SY1340'MIDWAY BETWEEN 2 DRIVEWAYS, 25 FEET NORTHEAST OF THE CENTER LINE OF
 SY1340'THE ROAD, 39.9 FEET SOUTHWEST OF THE SOUTH CORNER OF A HOUSE, 69 FEET
 SY1340'SOUTHEAST OF POWER LINE AND TELEPHONE POLE 52 WITH A GUY WIRE, 38.3
 SY1340'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE WALK TO THE HOUSE,
 SY1340'29 FEET NORTHWEST OF POWER LINE AND TELEPHONE POLE 51, 1.0 FOOT
 SY1340'SOUTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND
 SY1340'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SY1340'GROUND.  SEC 11, T 18N, R 3W.
 SY1340
 SY1340                          STATION RECOVERY (1983)
 SY1340
 SY1340'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1340'RECOVERED IN GOOD CONDITION.
 SY1340
 SY1340                          STATION RECOVERY (1987)
 SY1340
 SY1340'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1340'RECOVERED IN GOOD CONDITION.
 SY1340
 SY1340                          STATION RECOVERY (1988)
 SY1340
 SY1340'RECOVERY NOTE BY US POWER SQUADRON 1988 (EBO)
 SY1340'RECOVERED IN GOOD CONDITION.
 SY1340
 SY1340                          STATION RECOVERY (1988)
 SY1340
 SY1340'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1340'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0498 ***********************************************************************
 TR0498  DESIGNATION -  B 17
 TR0498  PID         -  TR0498
 TR0498  STATE/COUNTY-  WA/ISLAND
 TR0498  USGS QUAD   -  OAK HARBOR (1973)
 TR0498
 TR0498                         *CURRENT SURVEY CONTROL
 TR0498  ___________________________________________________________________
 TR0498* NAD 83(1991)-  48 18 41.12037(N)    122 41 58.35960(W)     ADJUSTED  
 TR0498* NAVD 88     -        22.747  (meters)      74.63   (feet)  ADJUSTED  
 TR0498  ___________________________________________________________________
 TR0498  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 TR0498  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR0498  DYNAMIC HT  -          22.752 (meters)      74.65  (feet)  COMP
 TR0498  MODELED GRAV-     980,855.1   (mgal)                       NAVD 88
 TR0498
 TR0498  HORZ ORDER  -  THIRD
 TR0498  VERT ORDER  -  FIRST     CLASS II
 TR0498
 TR0498.The horizontal coordinates were established by classical geodetic methods
 TR0498.and adjusted by the National Geodetic Survey in December 1991..
 TR0498
 TR0498.The orthometric height was determined by differential leveling
 TR0498.and adjusted by the National Geodetic Survey in June 1991..
 TR0498
 TR0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0498
 TR0498.The geoid height was determined by GEOID03.
 TR0498
 TR0498.The dynamic height is computed by dividing the NAVD 88
 TR0498.geopotential number by the normal gravity value computed on the
 TR0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0498.degrees latitude (g = 980.6199 gals.).
 TR0498
 TR0498.The modeled gravity was interpolated from observed gravity values.
 TR0498
 TR0498;                    North         East     Units Scale Factor Converg.
 TR0498;SPC WA N     -   147,486.381   361,594.349   MT  0.99994795   -1 23 22.0
 TR0498;SPC WA N     -   483,878.23  1,186,330.79   sFT  0.99994795   -1 23 22.0
 TR0498;UTM  10      - 5,350,958.084   522,277.409   MT  0.99960610   +0 13 27.7
 TR0498
 TR0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0498!SPC WA N     -   0.99999991  x   0.99994795  =   0.99994786
 TR0498!UTM  10      -   0.99999991  x   0.99960610  =   0.99960601
 TR0498
 TR0498:                Primary Azimuth Mark                     Grid Az
 TR0498:SPC WA N     -  B 16 TP 1952                             091 28 16.2
 TR0498:UTM  10      -  B 16 TP 1952                             089 51 26.5
 TR0498
 TR0498|---------------------------------------------------------------------|
 TR0498| PID    Reference Object                     Distance      Geod. Az  |
 TR0498|                                                           dddmmss.s |
 TR0498| TR1368 B 16 TP 1952                        APPROX. 0.6 KM 0900454.2 |
 TR0498| TR0499 B 18                                180.388 METERS 27038     |
 TR0498|---------------------------------------------------------------------|
 TR0498
 TR0498                          SUPERSEDED SURVEY CONTROL
 TR0498
 TR0498  NAD 83(1986)-  48 18 41.12182(N)    122 41 58.36249(W) AD(       ) 3
 TR0498  NAD 27      -  48 18 41.75900(N)    122 41 53.73500(W) AD(       ) 3
 TR0498  NGVD 29 (??/??/92)   21.602  (m)           70.87   (f) ADJ UNCH    1 2
 TR0498
 TR0498.Superseded values are not recommended for survey control.
 TR0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0498.See file dsdata.txt to determine how the superseded data were derived.
 TR0498
 TR0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2227750958(NAD 83)
 TR0498_MARKER: DE = TRAVERSE STATION DISK
 TR0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0498_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0498+STABILITY: SURFACE MOTION
 TR0498
 TR0498  HISTORY     - Date     Condition        Report By
 TR0498  HISTORY     - 1952     MONUMENTED       CGS
 TR0498  HISTORY     - 1952     GOOD             NGS
 TR0498  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR0498  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0498  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0498
 TR0498                          STATION DESCRIPTION
 TR0498
 TR0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0498'THE STATION IS IN THE CENTERLINE OF THE ROAD 0.4 MILES WEST OF
 TR0498'T JUNCTION OF CLOVER VALLEY ROAD AND COUNTY ASPHALT ROAD.  ALSO
 TR0498'1.0 MILE SOUTH AND WEST OF THE ENTRANCE TO THE ROCKY PT. GOLF
 TR0498'COURSE.
 TR0498'
 TR0498'THE MARK IS A STANDARD BRONZE DISK STAMPED B-17, 1952, SET IN A
 TR0498'CONCRETE MONUMENT COVERED WITH A CAST IRON CASING, WHICH IS 43.0
 TR0498'FT. NORTHWEST OF A 7-INCH FIR TREE AND 29.0 FT. SOUTH OF NAVAL
 TR0498'RESERVATION FENCE.  THE CASING IS ABOUT 6 INCHES BELOW THE ROAD
 TR0498'SURFACE.
 TR0498
 TR0498                          STATION RECOVERY (1952)
 TR0498
 TR0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0498'4.1 MI NW FROM OAK HARBOR.
 TR0498'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0498'THENCE 1.4 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 2.3 MILES WEST
 TR0498'ALONG A COUNTY ASPHALT ROAD, ON THE CENTER LINE OF THE ROAD, 115 1/2
 TR0498'FEET SOUTHEAST OF A POWER LINE POLE WITH A GUY WIRE, 43 FEET NORTHWEST
 TR0498'OF A LONE 7-INCH FIR TREE, 29 FEET SOUTH OF A NAVY RESERVATION FENCE,
 TR0498'0.5 FOOT BELOW THE SURFACE OF THE ROAD, AND SET IN THE TOP OF A
 TR0498'CONCRETE POST WHICH IS ENCASED IN A 6-INCH IRON PIPE WITH A CAST IRON
 TR0498'COVER.
 TR0498
 TR0498                          STATION RECOVERY (1958)
 TR0498
 TR0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNH)
 TR0498'NOW COVERED WITH 3 IN ASPHALT.
 TR0498'
 TR0498'ORIGINAL DESCRIPTION ADEQUATE.
 TR0498
 TR0498                          STATION RECOVERY (1960)
 TR0498
 TR0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0498'THE STATION WAS NOT SEARCHED FOR.  THE FIR TREE REFERRED TO IS NOW
 TR0498'DEAD AND THE LETTERS B M ARE PAINTED ON A ROCK ON THE NORTH SIDE OF
 TR0498'THE ROAD.  AS THE CASING WAS BURIED ABOUT 6 INCHES BELOW THE ROAD
 TR0498'SURFACING, IT WAS NOT DUG FOR.
 TR0498
 TR0498                          STATION RECOVERY (1973)
 TR0498
 TR0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2861 ***********************************************************************
 RD2861  DESIGNATION -  B 17
 RD2861  PID         -  RD2861
 RD2861  STATE/COUNTY-  WA/CLARK
 RD2861  USGS QUAD   -  MOUNT TABOR (1990)
 RD2861
 RD2861                         *CURRENT SURVEY CONTROL
 RD2861  ___________________________________________________________________
 RD2861* NAD 83(1991)-  45 37 15.52219(N)    122 34 23.59793(W)     ADJUSTED  
 RD2861* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 RD2861  ___________________________________________________________________
 RD2861  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 RD2861  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 RD2861
 RD2861  HORZ ORDER  -  THIRD
 RD2861
 RD2861.The horizontal coordinates were established by classical geodetic methods
 RD2861.and adjusted by the National Geodetic Survey in December 1991..
 RD2861
 RD2861.The orthometric height was scaled from a topographic map.
 RD2861
 RD2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2861
 RD2861.The geoid height was determined by GEOID03.
 RD2861
 RD2861;                    North         East     Units Scale Factor Converg.
 RD2861;SPC WA S     -    34,097.378   338,318.133   MT  1.00005489   -1 30 21.5
 RD2861;SPC WA S     -   111,867.81  1,109,965.41   sFT  1.00005489   -1 30 21.5
 RD2861;SPC OR N     -   219,243.457 2,338,338.146   MT  0.99992571   -1 28 13.1
 RD2861;SPC OR N     -   719,302.68  7,671,713.08   iFT  0.99992571   -1 28 13.1
 RD2861;UTM  10      - 5,052,025.560   533,271.341   MT  0.99961361   +0 18 18.1
 RD2861
 RD2861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2861!SPC WA S     -   0.99998881  x   1.00005489  =   1.00004370
 RD2861!SPC OR N     -   0.99998881  x   0.99992571  =   0.99991453
 RD2861!UTM  10      -   0.99998881  x   0.99961361  =   0.99960243
 RD2861
 RD2861:                Primary Azimuth Mark                     Grid Az
 RD2861:SPC WA S     -  B 18                                     288 29 48.7
 RD2861:SPC OR N     -  B 18                                     288 27 40.3
 RD2861:UTM  10      -  B 18                                     286 41 09.1
 RD2861
 RD2861|---------------------------------------------------------------------|
 RD2861| PID    Reference Object                     Distance      Geod. Az  |
 RD2861|                                                           dddmmss.s |
 RD2861| RD2858 B 18                                APPROX. 0.8 KM 2865927.2 |
 RD2861|---------------------------------------------------------------------|
 RD2861
 RD2861                          SUPERSEDED SURVEY CONTROL
 RD2861
 RD2861  NAD 83(1991)-  45 37 15.52219(N)    122 34 23.59793(W) AD(       ) 3
 RD2861  NAD 83(1986)-  45 37 15.53919(N)    122 34 23.60069(W) AD(       ) 3
 RD2861  NAD 27      -  45 37 16.13200(N)    122 34 19.24900(W) AD(       ) 3
 RD2861
 RD2861.Superseded values are not recommended for survey control.
 RD2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2861.See file dsdata.txt to determine how the superseded data were derived.
 RD2861
 RD2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3327152026(NAD 83)
 RD2861_MARKER: DE = TRAVERSE STATION DISK
 RD2861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2861+STABILITY: SURFACE MOTION
 RD2861
 RD2861  HISTORY     - Date     Condition        Report By
 RD2861  HISTORY     - 1945     MONUMENTED       CGS
 RD2861  HISTORY     - 1973     SEE DESCRIPTION  NGS
 RD2861  HISTORY     - 1979     GOOD             NGS
 RD2861  HISTORY     - 1988     GOOD             USPSQD
 RD2861  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 RD2861
 RD2861                          STATION DESCRIPTION
 RD2861
 RD2861'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2861'STATION IS LOCATED ABOUT 4.1 MILES E OF VANCOUVER, NEAR WEST MILL
 RD2861'PLAIN SCHOOL.  IT IS ON THE CENTER LINE EXTENDED (S) OF THE GRAVEL
 RD2861'ROAD THAT TURNS N AT THE WEST MILL PLAIN SCHOOL, AND 15.6 FEET S
 RD2861'OF MILL PLAIN ROAD.
 RD2861'
 RD2861'TO REACH THE STATION FROM FIFTH AND MAIN STREETS IN VANCOUVER,
 RD2861'GO E ALONG EVERGREEN HIGHWAY FOR 0.65 MILE, THEN TURN N ON EAST
 RD2861'RESERVE STREET AND GO 0.25 MILE TO EAST TENTH STREET, TURN RIGHT
 RD2861'ON EAST TENTH STREET WHICH IS A CONTINUATION OF MILL PLAIN ROAD
 RD2861'AND GO E 3.25 MILES TO THE STATION.
 RD2861'
 RD2861'STATION MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 RD2861'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 RD2861'GROUND.  DISK IS STAMPED B-17, 1945.
 RD2861'
 RD2861'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 RD2861'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES ABOVE
 RD2861'GROUND.  IT IS LOCATED IN THE SE CORNER OF THE WEST MILL PLAIN
 RD2861'SCHOOL YARD, 28.1 FEET N OF THE CENTER LINE OF MILL PLAIN ROAD,
 RD2861'AND 34.7 FEET W OF THE CENTER LINE OF A GRAVEL ROAD.  DISK IS
 RD2861'STAMPED NO. 1 B-17, 1945.
 RD2861
 RD2861                          STATION RECOVERY (1973)
 RD2861
 RD2861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 RD2861'THE ORIGINAL MONUMENT, AND REFERENCE MARK WERE DESTROYED TO PERMIT
 RD2861'STREET IMPROVEMENT.  THE POSITION WAS MAINTAINED, AND THE ORIGINAL
 RD2861'DISK WAS RE-STAMPED, AND RE-ESTABLISHED.  A NEW AND COMPLETE
 RD2861'DESCRIPTION FOLLOWS.
 RD2861'
 RD2861'THE STATION IS IN THE NORTHEAST PART OF VANCOUVER, 250 FEET
 RD2861'SOUTHEAST OF THE EVERGREEN BIBLE CHURCH, 150 FEET WEST OF THE
 RD2861'CENTER OF S.E. 98TH AVENUE, AT THE PROLONGED CENTER LINE OF
 RD2861'N.E. 97TH AVENUE, AND IN THE CENTER OF THE EASTBOUND LANES OF MILL
 RD2861'PLAIN BLVD.  THE DISK, STAMPED B-17 1945 1972, IS A STANDARD
 RD2861'TRAVERSE DISK SET IN A CONCRETE CYLINDER THAT IS PROTECTED BY A
 RD2861'MANHOLE WITH LID THAT IS 8-INCHES IN DIAMETER.  THE WORDS CLARK
 RD2861'COUNTY NOW HAVE BEEN CAST INTO THE LID OF THE MANHOLE, AND THE
 RD2861'DISK IS 2-INCHES LOWER THAN THE LID.  THE LID IS FLUSH WITH
 RD2861'THE STREET.
 RD2861'
 RD2861'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD2861'IN NORTHEAST VANCOUVER.
 RD2861
 RD2861                          STATION RECOVERY (1979)
 RD2861
 RD2861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RD2861'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT IS NOW IN
 RD2861'THE CENTERLINE OF THE EAST BOUND LANE OF EAST MILL PLAIN ROAD AT
 RD2861'THE INTERSECTION OF NE 97TH STREET.  THE REFERENCE MARK WAS NOT FOUND.
 RD2861
 RD2861                          STATION RECOVERY (1988)
 RD2861
 RD2861'RECOVERY NOTE BY US POWER SQUADRON 1988 (WEL)
 RD2861'RECOVERED IN GOOD CONDITION.
 RD2861
 RD2861                          STATION RECOVERY (2004)
 RD2861
 RD2861'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD2861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2667 ***********************************************************************
 TR2667  DESIGNATION -  B 17 TWO
 TR2667  PID         -  TR2667
 TR2667  STATE/COUNTY-  WA/ISLAND
 TR2667  USGS QUAD   -  OAK HARBOR (1973)
 TR2667
 TR2667                         *CURRENT SURVEY CONTROL
 TR2667  ___________________________________________________________________
 TR2667* NAD 83(1991)-  48 18 40.72369(N)    122 41 59.98137(W)     ADJUSTED  
 TR2667* NAVD 88     -        22.86   (meters)      75.0    (feet)  RESET     
 TR2667  ___________________________________________________________________
 TR2667  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 TR2667  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR2667
 TR2667  HORZ ORDER  -  THIRD
 TR2667  VERT ORDER  -  THIRD
 TR2667
 TR2667.The horizontal coordinates were established by classical geodetic methods
 TR2667.and adjusted by the National Geodetic Survey in December 1991..
 TR2667
 TR2667.The orthometric height was computed from unverified reset data.
 TR2667.No vertical observational check was made to the station.
 TR2667
 TR2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2667
 TR2667.The geoid height was determined by GEOID03.
 TR2667
 TR2667;                    North         East     Units Scale Factor Converg.
 TR2667;SPC WA N     -   147,474.943   361,560.648   MT  0.99994794   -1 23 23.2
 TR2667;SPC WA N     -   483,840.71  1,186,220.23   sFT  0.99994794   -1 23 23.2
 TR2667;UTM  10      - 5,350,945.706   522,244.055   MT  0.99960608   +0 13 26.5
 TR2667
 TR2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2667!SPC WA N     -   0.99999990  x   0.99994794  =   0.99994784
 TR2667!UTM  10      -   0.99999990  x   0.99960608  =   0.99960598
 TR2667
 TR2667                          SUPERSEDED SURVEY CONTROL
 TR2667
 TR2667  NAD 83(1986)-  48 18 40.72522(N)    122 41 59.98147(W) AD(       ) 3
 TR2667  NGVD 29 (12/17/02)   21.72   (m)           71.3    (f) RESET       3  
 TR2667
 TR2667.Superseded values are not recommended for survey control.
 TR2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2667.See file dsdata.txt to determine how the superseded data were derived.
 TR2667
 TR2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2224450946(NAD 83)
 TR2667_MARKER: DH = HORIZONTAL CONTROL DISK
 TR2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2667_SP_SET: CONCRETE POST
 TR2667_STAMPING: B 17 TWO 1986
 TR2667_MARK LOGO: NGS   
 TR2667_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2667+STABILITY: SURFACE MOTION
 TR2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2667+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 TR2667
 TR2667  HISTORY     - Date     Condition        Report By
 TR2667  HISTORY     - 1986     MONUMENTED       NGS
 TR2667  HISTORY     - 19870507 GOOD             NGS
 TR2667  HISTORY     - 20060810 GOOD             GEOCAC
 TR2667
 TR2667                          STATION DESCRIPTION
 TR2667
 TR2667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 TR2667'0.32 KM (0.20 MI) WEST ALONG 70TH STREET FROM THE POST OFFICE IN OAK
 TR2667'HARBOR, THENCE 1.29 KM (0.80 MI) NORTH ALONG STATE HIGHWAY 20, THENCE
 TR2667'LEFT 0.32 KM (0.20 MI) WEST ALONG 700 WEST STREET, THENCE RIGHT, 0.97
 TR2667'KM (0.60 MI) ALONG 80TH STREET NORTHWEST, THENCE LEFT 1.45 KM
 TR2667'(0.90 MI) ALONG CROSBY ROAD TO THE INTERSECTION OF HELLER ROAD,
 TR2667'CONTINUE WEST ALONG CROSBY ROAD FOR 2.25 KM (1.40 MI) TO A SLIGHT
 TR2667'RISE AND THE STATION ON THE LEFT, 38.4 M (126.0 FT) WEST OF A FENCE
 TR2667'CORNER AT AN APPROACH, 23.7 M (77.8 FT) SOUTHWEST OF A BRACED FENCE
 TR2667'CORNER IN THE NAVY FENCE.
 TR2667
 TR2667                          STATION RECOVERY (2006)
 TR2667
 TR2667'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 TR2667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0499 ***********************************************************************
 TR0499  DESIGNATION -  B 18
 TR0499  PID         -  TR0499
 TR0499  STATE/COUNTY-  WA/ISLAND
 TR0499  USGS QUAD   -  OAK HARBOR (1973)
 TR0499
 TR0499                         *CURRENT SURVEY CONTROL
 TR0499  ___________________________________________________________________
 TR0499* NAD 83(1991)-  48 18 41.18438(N)    122 42 07.11398(W)     ADJUSTED  
 TR0499* NAVD 88     -        16.751  (meters)      54.96   (feet)  ADJUSTED  
 TR0499  ___________________________________________________________________
 TR0499  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 TR0499  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR0499  DYNAMIC HT  -          16.755 (meters)      54.97  (feet)  COMP
 TR0499  MODELED GRAV-     980,856.0   (mgal)                       NAVD 88
 TR0499
 TR0499  HORZ ORDER  -  SECOND
 TR0499  VERT ORDER  -  FIRST     CLASS II
 TR0499
 TR0499.The horizontal coordinates were established by classical geodetic methods
 TR0499.and adjusted by the National Geodetic Survey in December 1991..
 TR0499
 TR0499.The orthometric height was determined by differential leveling
 TR0499.and adjusted by the National Geodetic Survey in June 1991..
 TR0499
 TR0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0499
 TR0499.The geoid height was determined by GEOID03.
 TR0499
 TR0499.The dynamic height is computed by dividing the NAVD 88
 TR0499.geopotential number by the normal gravity value computed on the
 TR0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0499.degrees latitude (g = 980.6199 gals.).
 TR0499
 TR0499.The modeled gravity was interpolated from observed gravity values.
 TR0499
 TR0499;                    North         East     Units Scale Factor Converg.
 TR0499;SPC WA N     -   147,492.734   361,414.082   MT  0.99994795   -1 23 28.5
 TR0499;SPC WA N     -   483,899.08  1,185,739.37   sFT  0.99994795   -1 23 28.5
 TR0499;UTM  10      - 5,350,959.358   522,097.096   MT  0.99960600   +0 13 21.2
 TR0499
 TR0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0499!SPC WA N     -   1.00000085  x   0.99994795  =   0.99994880
 TR0499!UTM  10      -   1.00000085  x   0.99960600  =   0.99960685
 TR0499
 TR0499|---------------------------------------------------------------------|
 TR0499| PID    Reference Object                     Distance      Geod. Az  |
 TR0499|                                                           dddmmss.s |
 TR0499| TR0498 B 17                                180.388 METERS 09038     |
 TR0499| TR0502 B 19                                395.950 METERS 18001     |
 TR0499| TR0501 TARGET                                7.582 METERS 34058     |
 TR0499|---------------------------------------------------------------------|
 TR0499
 TR0499                          SUPERSEDED SURVEY CONTROL
 TR0499
 TR0499  NAD 83(1986)-  48 18 41.18495(N)    122 42 07.11649(W) AD(       ) 2
 TR0499  NAD 27      -  48 18 41.82300(N)    122 42 02.48800(W) AD(       ) 2
 TR0499  NGVD 29 (??/??/92)   15.606  (m)           51.20   (f) ADJ UNCH    1 2
 TR0499
 TR0499.Superseded values are not recommended for survey control.
 TR0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0499.See file dsdata.txt to determine how the superseded data were derived.
 TR0499
 TR0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2209750959(NAD 83)
 TR0499_MARKER: DE = TRAVERSE STATION DISK
 TR0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0499_SP_SET: CONCRETE POST
 TR0499_STAMPING: B 18 1952
 TR0499_MARK LOGO: CGS   
 TR0499_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0499+STABILITY: SURFACE MOTION
 TR0499
 TR0499  HISTORY     - Date     Condition        Report By
 TR0499  HISTORY     - 1952     MONUMENTED       CGS
 TR0499  HISTORY     - 1952     GOOD             CGS
 TR0499  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0499  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0499  HISTORY     - 19860716 GOOD             NGS
 TR0499
 TR0499                          STATION DESCRIPTION
 TR0499
 TR0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0499'THE STATION IS AT A WEST TO SOUTH RIGHT ANGLE TURN IN THE ROAD 0.5
 TR0499'MILE WEST FROM THE T JUNCTION OF CLOVER VALLEY ROAD AND THE COUNTY
 TR0499'ASPHALT ROAD.  ALSO, 1.1 MILES SOUTH AND WEST FROM THE ENTRANCE
 TR0499'TO ROCKY PT. GOLF COURSE.
 TR0499'
 TR0499'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-18, 1952, SET IN A
 TR0499'CONCRETE MONUMENT, PROJECTING 0.2 FT. ABOVE THE GROUND AND ABOUT
 TR0499'1 FT. LOWER THAN THE ROAD, WHICH IS 40.0 FT. NORTHWEST OF
 TR0499'CENTERLINE OF THE ROAD AT APPROXIMATELY THE CENTER OF THE TURN,
 TR0499'25.0 FT. SOUTH OF TRIANGULATION STATION TARGET, 1951, AND 14.9
 TR0499'FT. SOUTH OF FENCE CORNER IN NAVAL RESERVATION FENCE.
 TR0499
 TR0499                          STATION RECOVERY (1952)
 TR0499
 TR0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0499'4.2 MI NW FROM OAK HARBOR.
 TR0499'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0499'THENCE 1.4 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 2.4 MILES WEST
 TR0499'ALONG A COUNTY ASPHALT ROAD, AT A 90-DEGREE CURVE, 76 FEET SOUTHWEST
 TR0499'OF A POWER LINE POLE, 40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD
 TR0499'(MEASURED FROM ABOUT THE CENTER OF THE CURVE), 25.0 FEET SOUTH OF
 TR0499'TRIANGULATION STATION TARGET, 14.9 FEET SOUTHEAST OF A NAVY
 TR0499'RESERVATION FENCE CORNER, 2.1 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 TR0499'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TR0499'0.2 FOOT ABOVE THE GROUND.
 TR0499
 TR0499                          STATION RECOVERY (1960)
 TR0499
 TR0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0499'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR0499'MARK IS 43 FEET NORTHWEST OF THE CENTER OF THE COUNTY ROAD, 13.3
 TR0499'FEET SOUTHEAST OF THE FENCE LINE AND 7.573M (24.84 FT) SOUTH OF
 TR0499'TARGET 1951.
 TR0499
 TR0499                          STATION RECOVERY (1973)
 TR0499
 TR0499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0499'MARK NOT FOUND.
 TR0499
 TR0499                          STATION RECOVERY (1986)
 TR0499
 TR0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 TR0499'0.32 KM (0.20 MI) WEST FROM THE POST OFFICE IN OAK HARBOR, THENCE
 TR0499'1.29 KM (0.80 MI) NORTH ALONG STATE HIGHWAY 20, THENCE LEFT 0.32 KM
 TR0499'(0.20 MI) WEST ALONG 700 WEST STREET, THENCE RIGHT 0.97 KM (0.60 MI)
 TR0499'ALONG 80TH STREET NORTHWEST, THENCE LEFT 1.45 KM (0.90 MI) ALONG
 TR0499'CROSBY ROAD TO THE INTERSECTION OF HELLER ROAD, CONTINUE WEST ALONG
 TR0499'CROSBY ROAD FOR 2.49 KM (1.55 MI) TO A CURVE LEFT AND THE MARK ON THE
 TR0499'RIGHT, 5.4 M (17.7 FT) EAST FROM A FENCE CORNER, 13.7 M (44.9 FT)
 TR0499'EAST OF A QUARTER CORNER MONUMENT 4.6 M (15.1 FT) SOUTHEAST OF AN
 TR0499'ANGLE POINT IN THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2858 ***********************************************************************
 RD2858  DESIGNATION -  B 18
 RD2858  PID         -  RD2858
 RD2858  STATE/COUNTY-  WA/CLARK
 RD2858  USGS QUAD   -  MOUNT TABOR (1990)
 RD2858
 RD2858                         *CURRENT SURVEY CONTROL
 RD2858  ___________________________________________________________________
 RD2858* NAD 83(1991)-  45 37 22.81894(N)    122 34 57.63726(W)     ADJUSTED  
 RD2858* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 RD2858  ___________________________________________________________________
 RD2858  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 RD2858  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD2858
 RD2858  HORZ ORDER  -  THIRD
 RD2858
 RD2858.The horizontal coordinates were established by classical geodetic methods
 RD2858.and adjusted by the National Geodetic Survey in December 1991..
 RD2858
 RD2858.The orthometric height was scaled from a topographic map.
 RD2858
 RD2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2858
 RD2858.The geoid height was determined by GEOID03.
 RD2858
 RD2858;                    North         East     Units Scale Factor Converg.
 RD2858;SPC WA S     -    34,342.013   337,586.867   MT  1.00005430   -1 30 46.3
 RD2858;SPC WA S     -   112,670.42  1,107,566.25   sFT  1.00005430   -1 30 46.3
 RD2858;SPC OR N     -   219,487.604 2,337,606.822   MT  0.99992599   -1 28 37.2
 RD2858;SPC OR N     -   720,103.69  7,669,313.72   iFT  0.99992599   -1 28 37.2
 RD2858;UTM  10      - 5,052,246.864   532,533.035   MT  0.99961301   +0 17 53.8
 RD2858
 RD2858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2858!SPC WA S     -   0.99998929  x   1.00005430  =   1.00004358
 RD2858!SPC OR N     -   0.99998929  x   0.99992599  =   0.99991528
 RD2858!UTM  10      -   0.99998929  x   0.99961301  =   0.99960230
 RD2858
 RD2858:                Primary Azimuth Mark                     Grid Az
 RD2858:SPC WA S     -  B 17                                     108 29 49.2
 RD2858:SPC OR N     -  B 17                                     108 27 40.1
 RD2858:UTM  10      -  B 17                                     106 41 09.1
 RD2858
 RD2858|---------------------------------------------------------------------|
 RD2858| PID    Reference Object                     Distance      Geod. Az  |
 RD2858|                                                           dddmmss.s |
 RD2858| RD2861 B 17                                APPROX. 0.8 KM 1065902.9 |
 RD2858| RD2959 B 19                                267.116 METERS 27737     |
 RD2858|---------------------------------------------------------------------|
 RD2858
 RD2858                          SUPERSEDED SURVEY CONTROL
 RD2858
 RD2858  NAD 83(1991)-  45 37 22.81894(N)    122 34 57.63726(W) AD(       ) 3
 RD2858  NAD 83(1986)-  45 37 22.83609(N)    122 34 57.63996(W) AD(       ) 3
 RD2858  NAD 27      -  45 37 23.42800(N)    122 34 53.29300(W) AD(       ) 3
 RD2858
 RD2858.Superseded values are not recommended for survey control.
 RD2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2858.See file dsdata.txt to determine how the superseded data were derived.
 RD2858
 RD2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3253352247(NAD 83)
 RD2858_MARKER: DE = TRAVERSE STATION DISK
 RD2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2858_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2858+STABILITY: SURFACE MOTION
 RD2858
 RD2858  HISTORY     - Date     Condition        Report By
 RD2858  HISTORY     - 1945     MONUMENTED       CGS
 RD2858  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RD2858  HISTORY     - 1973     SEE DESCRIPTION  NGS
 RD2858  HISTORY     - 1979     MARK NOT FOUND   NGS
 RD2858
 RD2858                          STATION DESCRIPTION
 RD2858
 RD2858'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2858'TRAVERSE STATION B-18 IS LOCATED ABOUT 3.7 MILES E OF VANCOUVER,
 RD2858'ABOUT 0.2 MILE E OF E EDGE OF THE MC LOUGHLIN HEIGHTS HOUSING
 RD2858'PROJECT, AND ABOUT 250 FEET E OF NORELIUS ROAD.  IT IS 22 FEET
 RD2858'N OF THE CENTER LINE OF MILL PLAIN ROAD AND ALMOST DIRECTLY N OF
 RD2858'THE WHITE HOUSE ON THE S SIDE OF THE ROAD.
 RD2858'
 RD2858'TO REACH THE STATION FROM FIFTH AND MAIN STREETS IN VANCOUVER,
 RD2858'GO E ALONG EVERGREEN HIGHWAY FOR 0.65 MILE, THEN TURN N ON EAST
 RD2858'RESERVE STREET AND GO 0.25 MILE TO EAST TENTH STREET WHICH IS A
 RD2858'CONTINUATION OF MILL PLAIN ROAD, AND GO 2.85 MILES TO THE STATION.
 RD2858'
 RD2858'STATION MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 RD2858'12-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES ABOVE
 RD2858'GROUND.  DISK IS STAMPED B-18 1945.
 RD2858'
 RD2858'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 RD2858'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE THE
 RD2858'GROUND.  IT IS LOCATED 23.7 FEET S OF THE CENTER LINE OF MILL PLAIN
 RD2858'ROAD AND 18.8 FEET E OF A DRIVEWAY LEADING TO A WHITE HOUSE.  DISK
 RD2858'IS STAMPED NO. 1, B-18, 1945.
 RD2858
 RD2858                          STATION RECOVERY (1948)
 RD2858
 RD2858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2858'THIS STATION WAS FOUND LYING ON ITS SIDE IN THE DITCH BESIDE THE
 RD2858'ROAD.  IT HAD EVIDENTLY BEEN UPROOTED DURING GRADING OPERATIONS
 RD2858'IN THIS AREA.  THE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.
 RD2858'
 RD2858'THE DISK WAS REMOVED FROM THE MONUMENT AND THE STATION WAS
 RD2858'DESTROYED.
 RD2858
 RD2858                          STATION RECOVERY (1973)
 RD2858
 RD2858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 RD2858'THE STATION MARK, AND REFERENCE MARK WERE DESTROYED WHEN THE STREET
 RD2858'WAS IMPROVED.
 RD2858
 RD2858                          STATION RECOVERY (1979)
 RD2858
 RD2858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RD2858'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE STREET IS
 RD2858'NOW FOUR LANE.  THE MARK MAY HAVE BEEN DESTROYED WHEN THE
 RD2858'STREET WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1155 ***********************************************************************
 TR1155  DESIGNATION -  B 188+00
 TR1155  PID         -  TR1155
 TR1155  STATE/COUNTY-  WA/SKAGIT
 TR1155  USGS QUAD   -  LA CONNER (1973)
 TR1155
 TR1155                         *CURRENT SURVEY CONTROL
 TR1155  ___________________________________________________________________
 TR1155* NAD 83(1991)-  48 24 35.78971(N)    122 29 40.07567(W)     ADJUSTED  
 TR1155* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1155  ___________________________________________________________________
 TR1155  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 TR1155  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 TR1155
 TR1155  HORZ ORDER  -  SECOND
 TR1155
 TR1155.The horizontal coordinates were established by classical geodetic methods
 TR1155.and adjusted by the National Geodetic Survey in December 1991..
 TR1155
 TR1155.The orthometric height was scaled from a topographic map.
 TR1155
 TR1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1155
 TR1155.The geoid height was determined by GEOID03.
 TR1155
 TR1155;                    North         East     Units Scale Factor Converg.
 TR1155;SPC WA N     -   158,089.805   377,037.746   MT  0.99995523   -1 14 12.3
 TR1155;SPC WA N     -   518,666.30  1,236,998.01   sFT  0.99995523   -1 14 12.3
 TR1155;UTM  10      - 5,361,988.601   537,410.820   MT  0.99961720   +0 22 41.2
 TR1155
 TR1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1155!SPC WA N     -   1.00000313  x   0.99995523  =   0.99995836
 TR1155!UTM  10      -   1.00000313  x   0.99961720  =   0.99962033
 TR1155
 TR1155                          SUPERSEDED SURVEY CONTROL
 TR1155
 TR1155  NAD 83(1986)-  48 24 35.79348(N)    122 29 40.08079(W) AD(       ) 2
 TR1155  NAD 27      -  48 24 36.42000(N)    122 29 35.48400(W) AD(       ) 2
 TR1155
 TR1155.Superseded values are not recommended for survey control.
 TR1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1155.See file dsdata.txt to determine how the superseded data were derived.
 TR1155
 TR1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3741161989(NAD 83)
 TR1155_MARKER: Z = SEE DESCRIPTION
 TR1155_SETTING: 0 = UNSPECIFIED SETTING
 TR1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1155
 TR1155  HISTORY     - Date     Condition        Report By
 TR1155  HISTORY     - 1939     MONUMENTED       USE
 TR1155  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1155
 TR1155                          STATION DESCRIPTION
 TR1155
 TR1155'DESCRIBED BY US ENGINEERS 1939 (RWK)
 TR1155'STATION IS ON THE E SIDE OF THE SWINOMISH SLOUGH, ABOUT 1.2 MILES
 TR1155'N OF LA CONNER, IMMEDIATELY N OF AN INDENTATION IN THE DIKE AND
 TR1155'NEAR THE N END OF A U-SHAPED LOOP IN THE DIKE, ABOUT 32 METERS SE
 TR1155'OF THE SE CORNER OF AN UNPAINTED BARN (OF TWO) WITH TWO CUPOLAS,
 TR1155'A U.S.E. STANDARD DISK CEMENTED INTO A LENGTH OF 4-INCH PIPE
 TR1155'FLUSH WITH THE GROUND.
 TR1155
 TR1155                          STATION RECOVERY (1960)
 TR1155
 TR1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1155'STATION NOT RECOVERED.  A THOROUGH SEARCH OF THE AREA WAS MADE BUT
 TR1155'NO TRACE OF STATION WAS FOUND.  NO BARNS ARE PRESENTLY STANDING
 TR1155'IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0147 ***********************************************************************
 SX0147  DESIGNATION -  B 19
 SX0147  PID         -  SX0147
 SX0147  STATE/COUNTY-  WA/CHELAN
 SX0147  USGS QUAD   -  MONITOR (1987)
 SX0147
 SX0147                         *CURRENT SURVEY CONTROL
 SX0147  ___________________________________________________________________
 SX0147* NAD 83(1986)-  47 28 15.     (N)    120 22 36.     (W)     SCALED    
 SX0147* NAVD 88     -       201.830  (meters)     662.17   (feet)  ADJUSTED  
 SX0147  ___________________________________________________________________
 SX0147  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 SX0147  DYNAMIC HT  -         201.848 (meters)     662.23  (feet)  COMP
 SX0147  MODELED GRAV-     980,698.1   (mgal)                       NAVD 88
 SX0147
 SX0147  VERT ORDER  -  FIRST     CLASS II
 SX0147
 SX0147.The horizontal coordinates were scaled from a topographic map and have
 SX0147.an estimated accuracy of +/- 6 seconds.
 SX0147
 SX0147.The orthometric height was determined by differential leveling
 SX0147.and adjusted by the National Geodetic Survey in June 1991..
 SX0147
 SX0147.The geoid height was determined by GEOID03.
 SX0147
 SX0147.The dynamic height is computed by dividing the NAVD 88
 SX0147.geopotential number by the normal gravity value computed on the
 SX0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0147.degrees latitude (g = 980.6199 gals.).
 SX0147
 SX0147.The modeled gravity was interpolated from observed gravity values.
 SX0147
 SX0147;                    North         East    Units  Estimated Accuracy
 SX0147;SPC WA N     -    52,450.      534,430.      MT  (+/- 180 meters Scaled)
 SX0147
 SX0147                          SUPERSEDED SURVEY CONTROL
 SX0147
 SX0147  NGVD 29 (??/??/92)  200.690  (m)          658.43   (f) ADJ UNCH    1 2
 SX0147
 SX0147.Superseded values are not recommended for survey control.
 SX0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0147.See file dsdata.txt to determine how the superseded data were derived.
 SX0147
 SX0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT976608(NAD 83)
 SX0147_MARKER: DB = BENCH MARK DISK
 SX0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0147_STAMPING: B 19 1931 658.549
 SX0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0147+STABILITY: SURFACE MOTION
 SX0147
 SX0147  HISTORY     - Date     Condition        Report By
 SX0147  HISTORY     - 1931     MONUMENTED       CGS
 SX0147  HISTORY     - 1934     GOOD             NGS
 SX0147  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0147
 SX0147                          STATION DESCRIPTION
 SX0147
 SX0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0147'2.3 MI SE FROM MONITOR.
 SX0147'ABOUT 2.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SX0147'STATION AT MONITOR, CHELAN COUNTY, ABOUT 0.3 MILE SOUTH ALONG HIGHWAY
 SX0147'FROM A STEEL BRIDGE OVER WENATCHEE RIVER, 48 FEET SOUTHWEST THE CENTER
 SX0147'OF THE MAIN TRACK, ABOUT 40 FEET SOUTHWEST OF GREAT NORTHERN POWER
 SX0147'LINE POLE 1655-19, 18 FEET SOUTHEAST OF CENTER OF ROAD AND ABOUT 2
 SX0147'FEET NORTHEAST OF RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED B 19
 SX0147'1931 AND SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 SX0147'ABOUT 6 INCHES ABOVE THE GROUND.
 SX0147
 SX0147                          STATION RECOVERY (1982)
 SX0147
 SX0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0147'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0502 ***********************************************************************
 TR0502  DESIGNATION -  B 19
 TR0502  PID         -  TR0502
 TR0502  STATE/COUNTY-  WA/ISLAND
 TR0502  USGS QUAD   -  OAK HARBOR (1973)
 TR0502
 TR0502                         *CURRENT SURVEY CONTROL
 TR0502  ___________________________________________________________________
 TR0502* NAD 83(1991)-  48 18 28.36543(N)    122 42 07.12133(W)     ADJUSTED  
 TR0502* NAVD 88     -        20.870  (meters)      68.47   (feet)  ADJUSTED  
 TR0502  ___________________________________________________________________
 TR0502  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 TR0502  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR0502  DYNAMIC HT  -          20.875 (meters)      68.49  (feet)  COMP
 TR0502  MODELED GRAV-     980,855.5   (mgal)                       NAVD 88
 TR0502
 TR0502  HORZ ORDER  -  THIRD
 TR0502  VERT ORDER  -  FIRST     CLASS II
 TR0502
 TR0502.The horizontal coordinates were established by classical geodetic methods
 TR0502.and adjusted by the National Geodetic Survey in December 1991..
 TR0502
 TR0502.The orthometric height was determined by differential leveling
 TR0502.and adjusted by the National Geodetic Survey in June 1991..
 TR0502
 TR0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0502
 TR0502.The geoid height was determined by GEOID03.
 TR0502
 TR0502.The dynamic height is computed by dividing the NAVD 88
 TR0502.geopotential number by the normal gravity value computed on the
 TR0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0502.degrees latitude (g = 980.6199 gals.).
 TR0502
 TR0502.The modeled gravity was interpolated from observed gravity values.
 TR0502
 TR0502;                    North         East     Units Scale Factor Converg.
 TR0502;SPC WA N     -   147,096.925   361,404.318   MT  0.99994774   -1 23 28.5
 TR0502;SPC WA N     -   482,600.49  1,185,707.33   sFT  0.99994774   -1 23 28.5
 TR0502;UTM  10      - 5,350,563.566   522,098.482   MT  0.99960600   +0 13 21.2
 TR0502
 TR0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0502!SPC WA N     -   1.00000021  x   0.99994774  =   0.99994795
 TR0502!UTM  10      -   1.00000021  x   0.99960600  =   0.99960621
 TR0502
 TR0502|---------------------------------------------------------------------|
 TR0502| PID    Reference Object                     Distance      Geod. Az  |
 TR0502|                                                           dddmmss.s |
 TR0502| TR0499 B 18                                395.950 METERS 00001     |
 TR0502| TR0503 B 20                                404.307 METERS 2702350.1 |
 TR0502|---------------------------------------------------------------------|
 TR0502
 TR0502                          SUPERSEDED SURVEY CONTROL
 TR0502
 TR0502  NAD 83(1986)-  48 18 28.36786(N)    122 42 07.11570(W) AD(       ) 3
 TR0502  NAD 27      -  48 18 29.00600(N)    122 42 02.49600(W) AD(       ) 3
 TR0502  NGVD 29 (??/??/92)   19.725  (m)           64.71   (f) ADJ UNCH    1 2
 TR0502
 TR0502.Superseded values are not recommended for survey control.
 TR0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0502.See file dsdata.txt to determine how the superseded data were derived.
 TR0502
 TR0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2209850564(NAD 83)
 TR0502_MARKER: DB = BENCH MARK DISK
 TR0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0502_SP_SET: CONCRETE POST
 TR0502_STAMPING: B 19 1952
 TR0502_MARK LOGO: CGS   
 TR0502_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0502+STABILITY: SURFACE MOTION
 TR0502
 TR0502  HISTORY     - Date     Condition        Report By
 TR0502  HISTORY     - 1952     MONUMENTED       CGS
 TR0502  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0502  HISTORY     - 1973     GOOD             USGS
 TR0502  HISTORY     - 19860716 GOOD             NGS
 TR0502
 TR0502                          STATION DESCRIPTION
 TR0502
 TR0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0502'THE STATION IS AT A SOUTH TO WEST RIGHT ANGLE TURN IN THE ROAD
 TR0502'0.7 MILE WEST AND SOUTH FROM THE T JUNCTION OF CLOVER VALLEY ROAD
 TR0502'AND COUNTY ASPHALT ROAD.  ALSO 1.3 MILES SOUTH AND WEST FROM THE
 TR0502'ENTRANCE TO ROCKY PT. GOLF COURSE.
 TR0502'
 TR0502'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-19, 1952, SET IN A
 TR0502'CONCRETE MONUMENT, PROJECTING 0.1 FT., WHICH IS 44.0 FT. EAST OF
 TR0502'THE CENTERLINE OF THE ROAD AT APPROXIMATELY THE CENTER OF THE TURN
 TR0502'AND 33.0 FT. NORTH OF THE NORTH END OF A 4-FT. HIGH STONE FENCE
 TR0502'RUNNING NORTH AND SOUTH.
 TR0502
 TR0502                          STATION RECOVERY (1960)
 TR0502
 TR0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0502'THE STATION WAS SEARCHED FOR BY A TWO MAN PARTY FOR ABOUT 1/2
 TR0502'HOUR BUT WAS NOT FOUND.  IT MAY HAVE BEEN DESTROYED DURING
 TR0502'CONSTRUCTION OF NEW DRIVEWAY.
 TR0502
 TR0502                          STATION RECOVERY (1973)
 TR0502
 TR0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0502'4.1 MI NW FROM OAK HARBOR.
 TR0502'0.2 MILES WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR.
 TR0502'THENCE 0.55 MILE SW. ALONG STATE HWY. 20.  THENCE 0.35 MILE NW. ALONG
 TR0502'SWANTOWN ROAD THENCE 1.3 MILES N. ALONG HELLER ROAD.  THENCE 1.75
 TR0502'MILES WEST ALONG CROSBY RD. AT A 90 DEGREE BEND IN THE ROAD.
 TR0502
 TR0502                          STATION RECOVERY (1986)
 TR0502
 TR0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 TR0502'0.2 MILES (0.3 KM) WEST FROM THE POST OFFICE IN OAK HARBOR, THENCE
 TR0502'0.8 MILE (1.3 KM) NORTH ALONG STATE HIGHWAY 20, THENCE LEFT 0.2 MILE
 TR0502'(0.3 KM) WEST ALONG 700 WEST STREET, THENCE RIGHT 0.6 MILE (1.0 KM)
 TR0502'ALONG 80TH STREET NORTHWEST, THENCE LEFT 0.9 MILE (1.4 KM) ALONG
 TR0502'CROSBY ROAD TO THE INTERSECTION OF HELLAR ROAD, CONTINUE WEST ALONG
 TR0502'CROSBY ROAD FOR 1.8 MILES (2.9 KM) TO THE MARK ON THE LEFT ALONG THE
 TR0502'OLD ROAD ALIGNMENT, 38.4 FEET (11.7 M) SOUTHWEST OF THE SOUTH GATE
 TR0502'POST, 32.6 FEET (9.9 M) NORTH OF THE NORTH GATE POST AT A ROCK FENCE
 TR0502'14.4 FEET (4.4 M) SOUTH OF POWER POLE NUMBER 15A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0321 ***********************************************************************
 TR0321  DESIGNATION -  B 2
 TR0321  PID         -  TR0321
 TR0321  STATE/COUNTY-  WA/ISLAND
 TR0321  USGS QUAD   -  OAK HARBOR (1973)
 TR0321
 TR0321                         *CURRENT SURVEY CONTROL
 TR0321  ___________________________________________________________________
 TR0321* NAD 83(1991)-  48 19 37.91864(N)    122 39 10.47875(W)     ADJUSTED  
 TR0321* NAVD 88     -        32.462  (meters)     106.50   (feet)  ADJUSTED  
 TR0321  ___________________________________________________________________
 TR0321  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 TR0321  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 TR0321  DYNAMIC HT  -          32.470 (meters)     106.53  (feet)  COMP
 TR0321  MODELED GRAV-     980,855.1   (mgal)                       NAVD 88
 TR0321
 TR0321  HORZ ORDER  -  THIRD
 TR0321  VERT ORDER  -  FIRST     CLASS II
 TR0321
 TR0321.The horizontal coordinates were established by classical geodetic methods
 TR0321.and adjusted by the National Geodetic Survey in December 1991..
 TR0321
 TR0321.The orthometric height was determined by differential leveling
 TR0321.and adjusted by the National Geodetic Survey in June 1991..
 TR0321
 TR0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0321
 TR0321.The geoid height was determined by GEOID03.
 TR0321
 TR0321.The dynamic height is computed by dividing the NAVD 88
 TR0321.geopotential number by the normal gravity value computed on the
 TR0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0321.degrees latitude (g = 980.6199 gals.).
 TR0321
 TR0321.The modeled gravity was interpolated from observed gravity values.
 TR0321
 TR0321;                    North         East     Units Scale Factor Converg.
 TR0321;SPC WA N     -   149,157.359   365,093.702   MT  0.99994891   -1 21 17.0
 TR0321;SPC WA N     -   489,360.44  1,197,811.59   sFT  0.99994891   -1 21 17.0
 TR0321;UTM  10      - 5,352,726.351   525,727.135   MT  0.99960813   +0 15 33.3
 TR0321
 TR0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0321!SPC WA N     -   0.99999840  x   0.99994891  =   0.99994731
 TR0321!UTM  10      -   0.99999840  x   0.99960813  =   0.99960653
 TR0321
 TR0321                          SUPERSEDED SURVEY CONTROL
 TR0321
 TR0321  NAD 83(1986)-  48 19 37.92111(N)    122 39 10.48237(W) AD(       ) 3
 TR0321  NAD 27      -  48 19 38.55700(N)    122 39 05.85700(W) AD(       ) 3
 TR0321  NGVD 29 (??/??/92)   31.315  (m)          102.74   (f) ADJ UNCH    1 2
 TR0321
 TR0321.Superseded values are not recommended for survey control.
 TR0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0321.See file dsdata.txt to determine how the superseded data were derived.
 TR0321
 TR0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2572752726(NAD 83)
 TR0321_MARKER: DB = BENCH MARK DISK
 TR0321_SETTING: 0 = UNSPECIFIED SETTING
 TR0321_STAMPING: B 2 1952
 TR0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0321
 TR0321  HISTORY     - Date     Condition        Report By
 TR0321  HISTORY     - 1952     MONUMENTED       CGS
 TR0321  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0321  HISTORY     - 1973     GOOD             NGS
 TR0321
 TR0321                          STATION DESCRIPTION
 TR0321
 TR0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0321'STATION IS 0.4 MILES WEST ALONG PIONEER WAY FROM OAK HARBOR POST
 TR0321'OFFICE, THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 1-D TO CLOVER
 TR0321'VALLEY ROAD SET IN CROTCH OF Y AT JUNCTION.
 TR0321'
 TR0321'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-2, 1952, SET IN A
 TR0321'CONCRETE MONUMENT FLUSH WITH THE GROUND, WHICH IS 136 FT. SOUTHWEST
 TR0321'OF INTERSECTION OF Y JUNCTION, 57 FT. NORTHWEST OF CENTERLINE
 TR0321'HIGHWAY 1-D AND 26 FT. SOUTHEAST OF CENTERLINE OF CLOVER VALLEY
 TR0321'ROAD.
 TR0321
 TR0321                          STATION RECOVERY (1960)
 TR0321
 TR0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0321'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR0321'MARK IS 13.9 FT. NORTH WEST OF A TELEPHONE POLE, 11.2 FT. SOUTHEAST
 TR0321'OF A POWER POLE AND 1.9 FT. EAST OF A WITNESS POST.
 TR0321
 TR0321                          STATION RECOVERY (1973)
 TR0321
 TR0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TR0321'3.3 MI NW FROM OAK HARBOR.
 TR0321'0.2 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0321'THENCE NORTH 1.5 MILES ALONG STATE HWY. 20.  THENCE 1.3 MILES N. ALONG
 TR0321'GOLDIE RD. TO AULT FIELD RD.  THENCE 0.15 MILE NW. ALONG CHARLES
 TR0321'PORTER AVE.  THENCE 0.15 MILE WEST ALONG OLD PAVED ROAD TO AN OLD Y
 TR0321'JCT. AND THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0831 ***********************************************************************
 SW0831  DESIGNATION -  B 20
 SW0831  PID         -  SW0831
 SW0831  STATE/COUNTY-  WA/CHELAN
 SW0831  USGS QUAD   -  AZWELL (1987)
 SW0831
 SW0831                         *CURRENT SURVEY CONTROL
 SW0831  ___________________________________________________________________
 SW0831* NAD 83(1986)-  47 56 14.     (N)    119 52 36.     (W)     SCALED    
 SW0831* NAVD 88     -       239.104  (meters)     784.46   (feet)  ADJUSTED  
 SW0831  ___________________________________________________________________
 SW0831  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 SW0831  DYNAMIC HT  -         239.136 (meters)     784.57  (feet)  COMP
 SW0831  MODELED GRAV-     980,737.8   (mgal)                       NAVD 88
 SW0831
 SW0831  VERT ORDER  -  FIRST     CLASS II
 SW0831
 SW0831.The horizontal coordinates were scaled from a topographic map and have
 SW0831.an estimated accuracy of +/- 6 seconds.
 SW0831
 SW0831.The orthometric height was determined by differential leveling
 SW0831.and adjusted by the National Geodetic Survey in June 1991..
 SW0831
 SW0831.The geoid height was determined by GEOID03.
 SW0831
 SW0831.The dynamic height is computed by dividing the NAVD 88
 SW0831.geopotential number by the normal gravity value computed on the
 SW0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0831.degrees latitude (g = 980.6199 gals.).
 SW0831
 SW0831.The modeled gravity was interpolated from observed gravity values.
 SW0831
 SW0831;                    North         East    Units  Estimated Accuracy
 SW0831;SPC WA N     -   104,650.      571,470.      MT  (+/- 180 meters Scaled)
 SW0831
 SW0831                          SUPERSEDED SURVEY CONTROL
 SW0831
 SW0831  NGVD 29 (??/??/92)  237.882  (m)          780.45   (f) ADJ UNCH    1 2
 SW0831
 SW0831.Superseded values are not recommended for survey control.
 SW0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0831.See file dsdata.txt to determine how the superseded data were derived.
 SW0831
 SW0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP851133(NAD 83)
 SW0831_MARKER: DB = BENCH MARK DISK
 SW0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0831_STAMPING: B 20 1931
 SW0831_MARK LOGO: CGS   
 SW0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0831+STABILITY: SURFACE MOTION
 SW0831
 SW0831  HISTORY     - Date     Condition        Report By
 SW0831  HISTORY     - 1931     MONUMENTED       CGS
 SW0831  HISTORY     - 1934     GOOD             NGS
 SW0831  HISTORY     - 1960     GOOD             LOCENG
 SW0831  HISTORY     - 1982     GOOD             NGS
 SW0831
 SW0831                          STATION DESCRIPTION
 SW0831
 SW0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0831'IN WELLS.
 SW0831'AT WELLS, CHELAN COUNTY, ABOUT 16 FEET NORTHEAST OF THE NORTHEAST END
 SW0831'OF THE GREAT NORTHERN RAILWAY STATION, 30 FEET SOUTHEAST OF A ROAD AND
 SW0831'20 FEET NORTHWEST OF THE CENTER OF THE TRACK.  A STANDARD DISK,
 SW0831'STAMPED B 20 1931 AND SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 SW0831'PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.
 SW0831
 SW0831                          STATION RECOVERY (1960)
 SW0831
 SW0831'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 SW0831'RECOVERED IN GOOD CONDITION.
 SW0831
 SW0831                          STATION RECOVERY (1982)
 SW0831
 SW0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0503 ***********************************************************************
 TR0503  DESIGNATION -  B 20
 TR0503  PID         -  TR0503
 TR0503  STATE/COUNTY-  WA/ISLAND
 TR0503  USGS QUAD   -  OAK HARBOR (1973)
 TR0503
 TR0503                         *CURRENT SURVEY CONTROL
 TR0503  ___________________________________________________________________
 TR0503* NAD 83(1991)-  48 18 28.45572(N)    122 42 26.74207(W)     ADJUSTED  
 TR0503* NAVD 88     -        30.215  (meters)      99.13   (feet)  ADJUSTED  
 TR0503  ___________________________________________________________________
 TR0503  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 TR0503  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR0503  DYNAMIC HT  -          30.223 (meters)      99.16  (feet)  COMP
 TR0503  MODELED GRAV-     980,857.5   (mgal)                       NAVD 88
 TR0503
 TR0503  HORZ ORDER  -  THIRD
 TR0503  VERT ORDER  -  FIRST     CLASS II
 TR0503
 TR0503.The horizontal coordinates were established by classical geodetic methods
 TR0503.and adjusted by the National Geodetic Survey in December 1991..
 TR0503
 TR0503.The orthometric height was determined by differential leveling
 TR0503.and adjusted by the National Geodetic Survey in June 1991..
 TR0503
 TR0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0503
 TR0503.The geoid height was determined by GEOID03.
 TR0503
 TR0503.The dynamic height is computed by dividing the NAVD 88
 TR0503.geopotential number by the normal gravity value computed on the
 TR0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0503.degrees latitude (g = 980.6199 gals.).
 TR0503
 TR0503.The modeled gravity was interpolated from observed gravity values.
 TR0503
 TR0503;                    North         East     Units Scale Factor Converg.
 TR0503;SPC WA N     -   147,109.542   361,000.229   MT  0.99994774   -1 23 43.1
 TR0503;SPC WA N     -   482,641.89  1,184,381.58   sFT  0.99994774   -1 23 43.1
 TR0503;UTM  10      - 5,350,564.798   521,694.336   MT  0.99960578   +0 13 06.5
 TR0503
 TR0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0503!SPC WA N     -   0.99999874  x   0.99994774  =   0.99994648
 TR0503!UTM  10      -   0.99999874  x   0.99960578  =   0.99960452
 TR0503
 TR0503:                Primary Azimuth Mark                     Grid Az
 TR0503:SPC WA N     -  B 15 TP 1952                             067 21 03.7
 TR0503:UTM  10      -  B 15 TP 1952                             065 44 14.1
 TR0503
 TR0503|---------------------------------------------------------------------|
 TR0503| PID    Reference Object                     Distance      Geod. Az  |
 TR0503|                                                           dddmmss.s |
 TR0503| TR1317 B 15 TP 1952                        APPROX. 1.3 KM 0655720.6 |
 TR0503| TR0502 B 19                                404.307 METERS 0902335.5 |
 TR0503|---------------------------------------------------------------------|
 TR0503
 TR0503                          SUPERSEDED SURVEY CONTROL
 TR0503
 TR0503  NAD 83(1986)-  48 18 28.45700(N)    122 42 26.74508(W) AD(       ) 3
 TR0503  NAD 27      -  48 18 29.09400(N)    122 42 22.11700(W) AD(       ) 3
 TR0503  NGVD 29 (??/??/92)   29.070  (m)           95.37   (f) ADJ UNCH    1 2
 TR0503
 TR0503.Superseded values are not recommended for survey control.
 TR0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0503.See file dsdata.txt to determine how the superseded data were derived.
 TR0503
 TR0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2169450565(NAD 83)
 TR0503_MARKER: DB = BENCH MARK DISK
 TR0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0503_SP_SET: CONCRETE POST
 TR0503_STAMPING: B 20 1952
 TR0503_MARK LOGO: CGS   
 TR0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0503+STABILITY: SURFACE MOTION
 TR0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0503+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 TR0503
 TR0503  HISTORY     - Date     Condition        Report By
 TR0503  HISTORY     - 1952     MONUMENTED       CGS
 TR0503  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0503  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TR0503  HISTORY     - 1973     GOOD             USGS
 TR0503  HISTORY     - 19860716 GOOD             NGS
 TR0503  HISTORY     - 19960123 GOOD             NOS
 TR0503  HISTORY     - 20060810 GOOD             GEOCAC
 TR0503
 TR0503                          STATION DESCRIPTION
 TR0503
 TR0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0503'THE STATION IS ON THE NORTH SIDE OF THE ROAD AT THE TOP OF A HILL
 TR0503'1.0 MILES WEST AND SOUTH OF THE T JUNCTION OF CLOVER VALLEY ROAD AND
 TR0503'COUNTY ASPHALT ROAD.  ALSO 1.6 MILES SOUTH AND WEST OF THE ENTRANCE
 TR0503'TO ROCKY PT. GOLF COURSE.
 TR0503'
 TR0503'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-20, 1952, SET IN
 TR0503'A CONCRETE MONUMENT, FLUSH WITH THE GROUND, WHICH IS 55.0 FT. NORTH
 TR0503'OF THE NORTH END OF A ROCK FENCE RUNNING NORTH AND SOUTH, 22.0
 TR0503'FT. NORTH OF THE CENTERLINE OF THE ROAD AND 5.3 FT. SOUTH OF THE
 TR0503'NAVAL RESERVATION FENCE.
 TR0503
 TR0503                          STATION RECOVERY (1960)
 TR0503
 TR0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0503'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK
 TR0503'IS 21 FT NORTH OF THE CENTERLINE OF THE ROAD, 17.6 FT. WEST
 TR0503'SOUTHWEST OF A POWER POLE, 5.5 FT. SOUTH OF THE FENCE AND 1.7
 TR0503'FT. SOUTH OF A WITNESS POST AND IS FLUSH WITH THE GROUND.
 TR0503
 TR0503                          STATION RECOVERY (1972)
 TR0503
 TR0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 TR0503'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  A METAL
 TR0503'WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 TR0503
 TR0503                          STATION RECOVERY (1973)
 TR0503
 TR0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0503'4.4 MI NW FROM OAK HARBOR.
 TR0503'0.2 MILES WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR.
 TR0503'THENCE 0.55 MILE SW. ALONG STATE HWY 20.  THENCE 0.35 MILE NW. ALONG
 TR0503'SWANTOWN ROAD.  THENCE 1.3 MILES N. ALONG HELLER ROAD.  THENCE 2.0
 TR0503'MILES WEST ALONG CROSBY ROAD.  NEAR THE TOP OF A SMALL HILL.
 TR0503
 TR0503                          STATION RECOVERY (1986)
 TR0503
 TR0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 TR0503'0.32 KM (0.20 MI) WEST FROM THE POST OFFICE IN OAK HARBOR, THENCE
 TR0503'1.29 KM (0.80 MI) NORTH ALONG STATE HIGHWAY 20, THENCE LEFT 0.32 KM
 TR0503'(0.20 MI) WEST ALONG 700 WEST STREET, THENCE RIGHT 0.97 KM (0.60 MI)
 TR0503'ALONG 80TH STREET NORTHWEST, THENCE LEFT 1.45 KM (0.90 MI) ALONG
 TR0503'CROSBY ROAD TO THE INTERSECTION OF HELLER ROAD, CONTINUE WEST ALONG
 TR0503'CROSBY ROAD 3.22 KM (2.00 MI) TO THE TOP OF A HILL AND THE MARK ON
 TR0503'THE RIGHT, 7.0 M (23.0 FT) NORTH OF THE CENTER OF CROSBY ROAD, 6.5 M
 TR0503'(21.3 FT) WEST OF TELEPHONE POLE NUMBER 665.
 TR0503
 TR0503                          STATION RECOVERY (1996)
 TR0503
 TR0503'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (JGF)
 TR0503'RECOVERED AS DESCRIBED.
 TR0503
 TR0503                          STATION RECOVERY (2006)
 TR0503
 TR0503'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 TR0503'METAL WITNESS POST MISSING.  POLE HAS BEEN RE-NUMBERED 448257-154423.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0136 ***********************************************************************
 SC0136  DESIGNATION -  B 202
 SC0136  PID         -  SC0136
 SC0136  STATE/COUNTY-  WA/COWLITZ
 SC0136  USGS QUAD   -  KELSO (1990)
 SC0136
 SC0136                         *CURRENT SURVEY CONTROL
 SC0136  ___________________________________________________________________
 SC0136* NAD 83(1986)-  46 08 46.     (N)    122 55 25.     (W)     SCALED    
 SC0136* NAVD 88     -         6.473  (meters)      21.24   (feet)  ADJUSTED  
 SC0136  ___________________________________________________________________
 SC0136  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SC0136  DYNAMIC HT  -           6.473 (meters)      21.24  (feet)  COMP
 SC0136  MODELED GRAV-     980,708.9   (mgal)                       NAVD 88
 SC0136
 SC0136  VERT ORDER  -  FIRST     CLASS II
 SC0136
 SC0136.The horizontal coordinates were scaled from a topographic map and have
 SC0136.an estimated accuracy of +/- 6 seconds.
 SC0136
 SC0136.The orthometric height was determined by differential leveling
 SC0136.and adjusted by the National Geodetic Survey in June 1991..
 SC0136
 SC0136.The geoid height was determined by GEOID03.
 SC0136
 SC0136.The dynamic height is computed by dividing the NAVD 88
 SC0136.geopotential number by the normal gravity value computed on the
 SC0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0136.degrees latitude (g = 980.6199 gals.).
 SC0136
 SC0136.The modeled gravity was interpolated from observed gravity values.
 SC0136
 SC0136;                    North         East    Units  Estimated Accuracy
 SC0136;SPC WA S     -    93,220.      312,790.      MT  (+/- 180 meters Scaled)
 SC0136
 SC0136                          SUPERSEDED SURVEY CONTROL
 SC0136
 SC0136  NGVD 29 (??/??/92)    5.534  (m)           18.16   (f) ADJ UNCH    1 2
 SC0136
 SC0136.Superseded values are not recommended for survey control.
 SC0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0136.See file dsdata.txt to determine how the superseded data were derived.
 SC0136
 SC0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES058102(NAD 83)
 SC0136_MARKER: DB = BENCH MARK DISK
 SC0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0136_SP_SET: PLATFORM
 SC0136_STAMPING: B 202 1941
 SC0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0136
 SC0136  HISTORY     - Date     Condition        Report By
 SC0136  HISTORY     - 1941     MONUMENTED       CGS
 SC0136  HISTORY     - 1952     MARK NOT FOUND   USGS
 SC0136  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0136  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0136
 SC0136                          STATION DESCRIPTION
 SC0136
 SC0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 SC0136'IN LONGVIEW.
 SC0136'AT LONGVIEW, COWLITZ COUNTY, 0.45 MILE WEST OF THE COWLITZ RIVER
 SC0136'DRAWBRIDGE ON U.S. 830, 150 FEET WEST OF INTERSECTION OF COMMERCE
 SC0136'AVENUE AND U.S. 830, IN WASHINGTON VEHICLE SAFETY INSPECTION STATION,
 SC0136'IN CONCRETE PLATFORM, 30 INCHES EAST OF BRAKE TESTING MACHINE.
 SC0136
 SC0136                          STATION RECOVERY (1952)
 SC0136
 SC0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC0136'MARK NOT FOUND.
 SC0136
 SC0136                          STATION RECOVERY (1987)
 SC0136
 SC0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0136'THE INSPECTION STATION HAS BEEN REMOVED.
 SC0136
 SC0136                          STATION RECOVERY (1989)
 SC0136
 SC0136'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0519 ***********************************************************************
 SA0519  DESIGNATION -  B 204
 SA0519  PID         -  SA0519
 SA0519  STATE/COUNTY-  WA/WALLA WALLA
 SA0519  USGS QUAD   -  SLATER (1991)
 SA0519
 SA0519                         *CURRENT SURVEY CONTROL
 SA0519  ___________________________________________________________________
 SA0519* NAD 83(1986)-  46 11 52.     (N)    118 47 34.     (W)     SCALED    
 SA0519* NAVD 88     -       234.587  (meters)     769.64   (feet)  ADJUSTED  
 SA0519  ___________________________________________________________________
 SA0519  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 SA0519  DYNAMIC HT  -         234.584 (meters)     769.63  (feet)  COMP
 SA0519  MODELED GRAV-     980,597.2   (mgal)                       NAVD 88
 SA0519
 SA0519  VERT ORDER  -  SECOND    CLASS 0
 SA0519
 SA0519.The horizontal coordinates were scaled from a topographic map and have
 SA0519.an estimated accuracy of +/- 6 seconds.
 SA0519
 SA0519.The orthometric height was determined by differential leveling
 SA0519.and adjusted by the National Geodetic Survey in June 1991..
 SA0519
 SA0519.The geoid height was determined by GEOID03.
 SA0519
 SA0519.The dynamic height is computed by dividing the NAVD 88
 SA0519.geopotential number by the normal gravity value computed on the
 SA0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0519.degrees latitude (g = 980.6199 gals.).
 SA0519
 SA0519.The modeled gravity was interpolated from observed gravity values.
 SA0519
 SA0519;                    North         East    Units  Estimated Accuracy
 SA0519;SPC WA S     -    97,510.      631,760.      MT  (+/- 180 meters Scaled)
 SA0519
 SA0519                          SUPERSEDED SURVEY CONTROL
 SA0519
 SA0519  NGVD 29 (??/??/92)  233.572  (m)          766.31   (f) ADJ UNCH    2 0
 SA0519
 SA0519.Superseded values are not recommended for survey control.
 SA0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0519.See file dsdata.txt to determine how the superseded data were derived.
 SA0519
 SA0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM616175(NAD 83)
 SA0519_MARKER: DB = BENCH MARK DISK
 SA0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0519_SP_SET: IRON PIPE
 SA0519_STAMPING: B 204 1949
 SA0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0519
 SA0519  HISTORY     - Date     Condition        Report By
 SA0519  HISTORY     - 1949     MONUMENTED       CGS
 SA0519  HISTORY     - 1952     GOOD             NGS
 SA0519  HISTORY     - 20040531 GOOD             GEOCAC
 SA0519
 SA0519                          STATION DESCRIPTION
 SA0519
 SA0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SA0519'9.7 MI NE FROM ATTALIA.
 SA0519'9.7 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0519'STATION AT ATTALIA, 33.3 FEET SOUTH OF MILE POST 22, 16.7 FEET EAST OF
 SA0519'THE EAST RAIL, 5.2 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER
 SA0519'THAN THE TRACK, AND BRAZED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 SA0519'1.0 FOOT ABOVE THE GROUND.
 SA0519
 SA0519                          STATION RECOVERY (2004)
 SA0519
 SA0519'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0519'FOUND IN GOOD CONDITION. NORTHERN PACIFIC RAILWAY TRACK HAS BEEN TORN
 SA0519'OUT. NO WITNESS POST PRESENT. GRAVEL ROADWAY WINDS OVER AND ALONG OLD
 SA0519'TRACK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0033 ***********************************************************************
 SW0033  DESIGNATION -  B 205
 SW0033  PID         -  SW0033
 SW0033  STATE/COUNTY-  WA/LINCOLN
 SW0033  USGS QUAD   -  BLUESTEM (1993)
 SW0033
 SW0033                         *CURRENT SURVEY CONTROL
 SW0033  ___________________________________________________________________
 SW0033* NAD 83(1986)-  47 34 29.     (N)    118 09 53.     (W)     SCALED    
 SW0033* NAVD 88     -       716.783  (meters)    2351.65   (feet)  ADJUSTED  
 SW0033  ___________________________________________________________________
 SW0033  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 SW0033  DYNAMIC HT  -         716.809 (meters)    2351.73  (feet)  COMP
 SW0033  MODELED GRAV-     980,625.4   (mgal)                       NAVD 88
 SW0033
 SW0033  VERT ORDER  -  SECOND    CLASS 0
 SW0033
 SW0033.The horizontal coordinates were scaled from a topographic map and have
 SW0033.an estimated accuracy of +/- 6 seconds.
 SW0033
 SW0033.The orthometric height was determined by differential leveling
 SW0033.and adjusted by the National Geodetic Survey in June 1991..
 SW0033
 SW0033.The geoid height was determined by GEOID03.
 SW0033
 SW0033.The dynamic height is computed by dividing the NAVD 88
 SW0033.geopotential number by the normal gravity value computed on the
 SW0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0033.degrees latitude (g = 980.6199 gals.).
 SW0033
 SW0033.The modeled gravity was interpolated from observed gravity values.
 SW0033
 SW0033;                    North         East    Units  Estimated Accuracy
 SW0033;SPC WA N     -    67,380.      700,730.      MT  (+/- 180 meters Scaled)
 SW0033
 SW0033                          SUPERSEDED SURVEY CONTROL
 SW0033
 SW0033  NGVD 29 (??/??/92)  715.588  (m)         2347.72   (f) ADJ UNCH    2 0
 SW0033
 SW0033.Superseded values are not recommended for survey control.
 SW0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0033.See file dsdata.txt to determine how the superseded data were derived.
 SW0033
 SW0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN124696(NAD 83)
 SW0033_MARKER: DB = BENCH MARK DISK
 SW0033_SETTING: 0 = UNSPECIFIED SETTING
 SW0033_STAMPING: B 205 1960
 SW0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0033
 SW0033  HISTORY     - Date     Condition        Report By
 SW0033  HISTORY     - 1960     MONUMENTED       CGS
 SW0033  HISTORY     - 1966     GOOD             NGS
 SW0033  HISTORY     - 1968     GOOD             NGS
 SW0033  HISTORY     - 1982     GOOD             NGS
 SW0033
 SW0033                          STATION DESCRIPTION
 SW0033
 SW0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0033'5.7 MI S FROM DAVENPORT.
 SW0033'5.7 MILES SOUTH OF THE INTERSECTION OF U. S. HIGHWAY 2 AND 28 IN
 SW0033'DAVENPORT, 0.55 MILE SOUTH OF HIGHWAY MILEPOST 47 AND 70 YARDS NORTH
 SW0033'OF THE INTERSECTION OF STATE HIGHWAY 28 AND A BLACKTOP ROAD GOING EAST
 SW0033'THEN SOUTH FROM THE HIGHWAY.
 SW0033
 SW0033                          STATION RECOVERY (1968)
 SW0033
 SW0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0033'RECOVERED IN GOOD CONDITION.
 SW0033
 SW0033                          STATION RECOVERY (1982)
 SW0033
 SW0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0033'9.01 KM (5.6 MI) SOUTH ALONF STATE HIGHWAY 28 FROM ITS JUNCTION WITH
 SW0033'U.S HIGHWAY 2, AT THE WEST EDGE OF DAVENPOST TO THE MARK ON THE
 SW0033'RIGHT, 13.4 M (44 FT) WEST OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1159 ***********************************************************************
 TR1159  DESIGNATION -  B 205+87.4
 TR1159  PID         -  TR1159
 TR1159  STATE/COUNTY-  WA/SKAGIT
 TR1159  USGS QUAD   -  LA CONNER (1973)
 TR1159
 TR1159                         *CURRENT SURVEY CONTROL
 TR1159  ___________________________________________________________________
 TR1159* NAD 83(1991)-  48 24 18.16638(N)    122 29 41.47752(W)     ADJUSTED  
 TR1159* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1159  ___________________________________________________________________
 TR1159  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 TR1159  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 TR1159
 TR1159  HORZ ORDER  -  THIRD
 TR1159
 TR1159.The horizontal coordinates were established by classical geodetic methods
 TR1159.and adjusted by the National Geodetic Survey in December 1991..
 TR1159
 TR1159.The orthometric height was scaled from a topographic map.
 TR1159
 TR1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1159
 TR1159.The geoid height was determined by GEOID03.
 TR1159
 TR1159;                    North         East     Units Scale Factor Converg.
 TR1159;SPC WA N     -   157,546.222   376,997.175   MT  0.99995480   -1 14 13.3
 TR1159;SPC WA N     -   516,882.90  1,236,864.90   sFT  0.99995480   -1 14 13.3
 TR1159;UTM  10      - 5,361,444.274   537,385.591   MT  0.99961717   +0 22 40.0
 TR1159
 TR1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1159!SPC WA N     -   1.00000313  x   0.99995480  =   0.99995793
 TR1159!UTM  10      -   1.00000313  x   0.99961717  =   0.99962030
 TR1159
 TR1159                          SUPERSEDED SURVEY CONTROL
 TR1159
 TR1159  NAD 83(1986)-  48 24 18.17015(N)    122 29 41.48256(W) AD(       ) 3
 TR1159  NAD 27      -  48 24 18.79600(N)    122 29 36.88700(W) AD(       ) 3
 TR1159
 TR1159.Superseded values are not recommended for survey control.
 TR1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1159.See file dsdata.txt to determine how the superseded data were derived.
 TR1159
 TR1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3738661444(NAD 83)
 TR1159
 TR1159  HISTORY     - Date     Condition        Report By
 TR1159  HISTORY     - 1939     MONUMENTED       USE
 TR1159
 TR1159                          STATION DESCRIPTION
 TR1159
 TR1159'DESCRIBED BY US ENGINEERS 1939
 TR1159'SEE STATION SWIM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1120 ***********************************************************************
 RB1120  DESIGNATION -  B 208
 RB1120  PID         -  RB1120
 RB1120  STATE/COUNTY-  WA/BENTON
 RB1120  USGS QUAD   -  PATERSON (1993)
 RB1120
 RB1120                         *CURRENT SURVEY CONTROL
 RB1120  ___________________________________________________________________
 RB1120* NAD 83(1986)-  45 55 29.     (N)    119 37 14.     (W)     SCALED    
 RB1120* NAVD 88     -        82.769  (meters)     271.55   (feet)  ADJUSTED  
 RB1120  ___________________________________________________________________
 RB1120  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 RB1120  DYNAMIC HT  -          82.770 (meters)     271.55  (feet)  COMP
 RB1120  MODELED GRAV-     980,624.5   (mgal)                       NAVD 88
 RB1120
 RB1120  VERT ORDER  -  SECOND    CLASS 0
 RB1120
 RB1120.The horizontal coordinates were scaled from a topographic map and have
 RB1120.an estimated accuracy of +/- 6 seconds.
 RB1120
 RB1120.The orthometric height was determined by differential leveling
 RB1120.and adjusted by the National Geodetic Survey in June 1991..
 RB1120
 RB1120.The geoid height was determined by GEOID03.
 RB1120
 RB1120.The dynamic height is computed by dividing the NAVD 88
 RB1120.geopotential number by the normal gravity value computed on the
 RB1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1120.degrees latitude (g = 980.6199 gals.).
 RB1120
 RB1120.The modeled gravity was interpolated from observed gravity values.
 RB1120
 RB1120;                    North         East    Units  Estimated Accuracy
 RB1120;SPC WA S     -    66,110.      568,210.      MT  (+/- 180 meters Scaled)
 RB1120
 RB1120                          SUPERSEDED SURVEY CONTROL
 RB1120
 RB1120  NGVD 29 (??/??/92)   81.739  (m)          268.17   (f) ADJ UNCH    2 0
 RB1120
 RB1120.Superseded values are not recommended for survey control.
 RB1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1120.See file dsdata.txt to determine how the superseded data were derived.
 RB1120
 RB1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL968890(NAD 83)
 RB1120_MARKER: DD = SURVEY DISK
 RB1120_SETTING: 66 = SET IN ROCK OUTCROP
 RB1120_SP_SET: OUTCROP
 RB1120_STAMPING: B 208
 RB1120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1120+STABILITY: POSITION/ELEVATION WELL
 RB1120
 RB1120  HISTORY     - Date     Condition        Report By
 RB1120  HISTORY     - UNK      MONUMENTED       USE
 RB1120  HISTORY     - 1968     GOOD             NGS
 RB1120
 RB1120                          STATION DESCRIPTION
 RB1120
 RB1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB1120'IN PATERSON SIDING.
 RB1120'AT PATERSON SIDING, 0.1 MILE EAST OF THE CROSSING OF AN ASPHALT ROAD,
 RB1120'490 FEET SOUTHEAST OF THE SIDING SIGN AT PATERSON AND SEMAPHORE 1790,
 RB1120'ABOUT 300 FEET EAST OF A POWER SUBSTATION AND PUMP STATION, ALONG AN
 RB1120'ABANDONED RAILROAD BED, IN THE TOP OF A LARGE LONE OUTCROP WHICH
 RB1120'PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 43 FEET SOUTHEAST OF THE
 RB1120'CENTER LINE OF THE RAILROAD BED, 515 FEET SOUTHEAST OF THE SOUTHEAST
 RB1120'RAIL OF PRESENT TRACK OF THE SPOKANE, PORTLAND AND SEATTLE RAILWAY, 16
 RB1120'FEET NORTHWEST OF THE HIGH WATER LINE OF THE COLUMBIA RIVER, 4.6 FEET
 RB1120'NORTHEAST OF A WITNESS POST, AND ABOUT 14 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0518 ***********************************************************************
 TP0518  DESIGNATION -  B 21
 TP0518  PID         -  TP0518
 TP0518  STATE/COUNTY-  WA/OKANOGAN
 TP0518  USGS QUAD   -  OKANOGAN (1993)
 TP0518
 TP0518                         *CURRENT SURVEY CONTROL
 TP0518  ___________________________________________________________________
 TP0518* NAD 83(1986)-  48 21 51.     (N)    119 34 48.     (W)     SCALED    
 TP0518* NAVD 88     -       255.727  (meters)     839.00   (feet)  ADJUSTED  
 TP0518  ___________________________________________________________________
 TP0518  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 TP0518  DYNAMIC HT  -         255.766 (meters)     839.13  (feet)  COMP
 TP0518  MODELED GRAV-     980,758.5   (mgal)                       NAVD 88
 TP0518
 TP0518  VERT ORDER  -  FIRST     CLASS II
 TP0518
 TP0518.The horizontal coordinates were scaled from a topographic map and have
 TP0518.an estimated accuracy of +/- 6 seconds.
 TP0518
 TP0518.The orthometric height was determined by differential leveling
 TP0518.and adjusted by the National Geodetic Survey in June 1991..
 TP0518
 TP0518.The geoid height was determined by GEOID03.
 TP0518
 TP0518.The dynamic height is computed by dividing the NAVD 88
 TP0518.geopotential number by the normal gravity value computed on the
 TP0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0518.degrees latitude (g = 980.6199 gals.).
 TP0518
 TP0518.The modeled gravity was interpolated from observed gravity values.
 TP0518
 TP0518;                    North         East    Units  Estimated Accuracy
 TP0518;SPC WA N     -   152,430.      592,860.      MT  (+/- 180 meters Scaled)
 TP0518
 TP0518                          SUPERSEDED SURVEY CONTROL
 TP0518
 TP0518  NGVD 29 (??/??/92)  254.454  (m)          834.82   (f) ADJ UNCH    1 2
 TP0518
 TP0518.Superseded values are not recommended for survey control.
 TP0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0518.See file dsdata.txt to determine how the superseded data were derived.
 TP0518
 TP0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP089599(NAD 83)
 TP0518_MARKER: DB = BENCH MARK DISK
 TP0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0518_SP_SET: WINDOW SILL
 TP0518_STAMPING: 835.051 B 21 1931
 TP0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0518
 TP0518  HISTORY     - Date     Condition        Report By
 TP0518  HISTORY     - 1931     MONUMENTED       CGS
 TP0518  HISTORY     - 1934     GOOD             NGS
 TP0518  HISTORY     - 1971     MARK NOT FOUND   NGS
 TP0518  HISTORY     - 1981     MARK NOT FOUND   NGS
 TP0518
 TP0518                          STATION DESCRIPTION
 TP0518
 TP0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TP0518'IN OKANOGAN.
 TP0518'AT OKANOGAN, OKANOGAN COUNTY, AT THE SOUTHWEST CORNER OF THE
 TP0518'INTERSECTION OF SECOND AVENUE NORTH AND ROSE STREET, ON THE EAST SIDE
 TP0518'OF THE GREGORY MOTOR CO. BUILDING IN 1934, 4 FEET NORTH OF THE
 TP0518'SOUTHEAST CORNER OF THE BUILDING, IN THE TOP OF A CONCRETE WINDOW
 TP0518'SILL, AND ABOUT 6 INCHES ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 TP0518'835.051 B 21 1931.
 TP0518
 TP0518                          STATION RECOVERY (1971)
 TP0518
 TP0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 TP0518'MARK NOT FOUND.
 TP0518
 TP0518                          STATION RECOVERY (1981)
 TP0518
 TP0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0518'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0957 ***********************************************************************
 SA0957  DESIGNATION -  B 211
 SA0957  PID         -  SA0957
 SA0957  STATE/COUNTY-  WA/FRANKLIN
 SA0957  USGS QUAD   -  PASCO (1992)
 SA0957
 SA0957                         *CURRENT SURVEY CONTROL
 SA0957  ___________________________________________________________________
 SA0957* NAD 83(1986)-  46 13 42.     (N)    119 00 31.     (W)     SCALED    
 SA0957* NAVD 88     -       116.749  (meters)     383.03   (feet)  ADJUSTED  
 SA0957  ___________________________________________________________________
 SA0957  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA0957  DYNAMIC HT  -         116.752 (meters)     383.04  (feet)  COMP
 SA0957  MODELED GRAV-     980,642.9   (mgal)                       NAVD 88
 SA0957
 SA0957  VERT ORDER  -  FIRST     CLASS II
 SA0957
 SA0957.The horizontal coordinates were scaled from a topographic map and have
 SA0957.an estimated accuracy of +/- 6 seconds.
 SA0957
 SA0957.The orthometric height was determined by differential leveling
 SA0957.and adjusted by the National Geodetic Survey in June 1991..
 SA0957
 SA0957.The geoid height was determined by GEOID03.
 SA0957
 SA0957.The dynamic height is computed by dividing the NAVD 88
 SA0957.geopotential number by the normal gravity value computed on the
 SA0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0957.degrees latitude (g = 980.6199 gals.).
 SA0957
 SA0957.The modeled gravity was interpolated from observed gravity values.
 SA0957
 SA0957;                    North         East    Units  Estimated Accuracy
 SA0957;SPC WA S     -   100,570.      615,040.      MT  (+/- 180 meters Scaled)
 SA0957
 SA0957                          SUPERSEDED SURVEY CONTROL
 SA0957
 SA0957  NGVD 29 (??/??/92)  115.726  (m)          379.68   (f) ADJ UNCH    1 2
 SA0957
 SA0957.Superseded values are not recommended for survey control.
 SA0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0957.See file dsdata.txt to determine how the superseded data were derived.
 SA0957
 SA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM451213(NAD 83)
 SA0957_MARKER: DD = SURVEY DISK
 SA0957_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0957_SP_SET: FOUNDATION
 SA0957_STAMPING: B 211 1945
 SA0957_MARK LOGO: DOD   
 SA0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0957
 SA0957  HISTORY     - Date     Condition        Report By
 SA0957  HISTORY     - 1945     MONUMENTED       DOD
 SA0957  HISTORY     - 1961     GOOD             CGS
 SA0957  HISTORY     - 1981     GOOD             NGS
 SA0957
 SA0957                          STATION DESCRIPTION
 SA0957
 SA0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0957'4.75 MI SE FROM PASCO.
 SA0957'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 SA0957'PASCO, THENCE 1.1 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND
 SA0957'SEATTLE RAILWAY, 0.3 MILE NORTHEAST OF MILEPOST 235, 107.5 FEET
 SA0957'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, IN THE TOP OF THE
 SA0957'SOUTHWEST WALL OF A CONCRETE FOUNDATION FOR A HOUSE (HOUSE HAS BEEN
 SA0957'TORN DOWN), 68.2 FEET NORTHWEST OF A TELEPHONE POLE, 9.5 FEET
 SA0957'SOUTHEAST OF THE WEST CORNER OF THE FOUNDATION, 59 FEET NORTHWEST OF A
 SA0957'FENCE, AND ABOUT 10 FEET HIGHER THAN THE TRACK.
 SA0957
 SA0957                          STATION RECOVERY (1981)
 SA0957
 SA0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0957'RECOVERED IN GOOD CONDITION. ACROSS THE TRACKS FROM AN ABANDON TWO STO
 SA0957'VACANT BUILDING ON THE SNAKE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0649 ***********************************************************************
 SA0649  DESIGNATION -  B 212
 SA0649  PID         -  SA0649
 SA0649  STATE/COUNTY-  WA/FRANKLIN
 SA0649  USGS QUAD   -  LOWER MONUMENTAL DAM (1970)
 SA0649
 SA0649                         *CURRENT SURVEY CONTROL
 SA0649  ___________________________________________________________________
 SA0649* NAD 83(1986)-  46 30 23.     (N)    118 37 04.     (W)     SCALED    
 SA0649* NAVD 88     -       154.575  (meters)     507.13   (feet)  ADJUSTED  
 SA0649  ___________________________________________________________________
 SA0649  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 SA0649  DYNAMIC HT  -         154.575 (meters)     507.13  (feet)  COMP
 SA0649  MODELED GRAV-     980,613.4   (mgal)                       NAVD 88
 SA0649
 SA0649  VERT ORDER  -  SECOND    CLASS 0
 SA0649
 SA0649.The horizontal coordinates were scaled from a topographic map and have
 SA0649.an estimated accuracy of +/- 6 seconds.
 SA0649
 SA0649.The orthometric height was determined by differential leveling
 SA0649.and adjusted by the National Geodetic Survey in June 1991..
 SA0649
 SA0649.The geoid height was determined by GEOID03.
 SA0649
 SA0649.The dynamic height is computed by dividing the NAVD 88
 SA0649.geopotential number by the normal gravity value computed on the
 SA0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0649.degrees latitude (g = 980.6199 gals.).
 SA0649
 SA0649.The modeled gravity was interpolated from observed gravity values.
 SA0649
 SA0649;                    North         East    Units  Estimated Accuracy
 SA0649;SPC WA S     -   132,110.      644,440.      MT  (+/- 180 meters Scaled)
 SA0649
 SA0649                          SUPERSEDED SURVEY CONTROL
 SA0649
 SA0649  NGVD 29 (??/??/92)  153.561  (m)          503.81   (f) ADJ UNCH    2 0
 SA0649
 SA0649.Superseded values are not recommended for survey control.
 SA0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0649.See file dsdata.txt to determine how the superseded data were derived.
 SA0649
 SA0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM758515(NAD 83)
 SA0649_MARKER: DD = SURVEY DISK
 SA0649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0649_SP_SET: PIER
 SA0649_STAMPING: B 212 1945
 SA0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0649
 SA0649  HISTORY     - Date     Condition        Report By
 SA0649  HISTORY     - 1945     MONUMENTED       DOD
 SA0649  HISTORY     - 1961     GOOD             NGS
 SA0649
 SA0649                          STATION DESCRIPTION
 SA0649
 SA0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0649'9.55 MI NE FROM SNAKE RIVER.
 SA0649'0.15 MILE NORTHEAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 SA0649'FROM THE STATION AT SNAKE RIVER, THENCE 9.4 MILES NORTHEAST ALONG THE
 SA0649'NORTHERN PACIFIC RAILWAY, 200 FEET WEST OF THE WEST RAIL OF THE TRACK,
 SA0649'IN THE TOP OF THE SOUTHEAST CORNER OF THE 3RD PIER WEST OF THE EAST
 SA0649'END OF A HIGH STEEL TRESTLE BRIDGE ALONG THE SPOKANE, PORTLAND AND
 SA0649'SEATTLE RAILWAY, AND ABOUT 20 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1206 ***********************************************************************
 RZ1206  DESIGNATION -  B 213
 RZ1206  PID         -  RZ1206
 RZ1206  STATE/COUNTY-  WA/WHITMAN
 RZ1206  USGS QUAD   -  CENTRAL FERRY (1981)
 RZ1206
 RZ1206                         *CURRENT SURVEY CONTROL
 RZ1206  ___________________________________________________________________
 RZ1206* NAD 83(1986)-  46 40 34.     (N)    117 45 47.     (W)     SCALED    
 RZ1206* NAVD 88     -       182.93   (+/-2cm)     600.2    (feet)  VERTCON   
 RZ1206  ___________________________________________________________________
 RZ1206  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 RZ1206
 RZ1206  VERT ORDER  -  ? (See Below)
 RZ1206
 RZ1206.The horizontal coordinates were scaled from a topographic map and have
 RZ1206.an estimated accuracy of +/- 6 seconds.
 RZ1206
 RZ1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1206.The vertical order pertains to the NGVD 29 superseded value.
 RZ1206
 RZ1206.The geoid height was determined by GEOID03.
 RZ1206
 RZ1206;                    North         East    Units  Estimated Accuracy
 RZ1206;SPC WA S     -   152,880.      709,360.      MT  (+/- 180 meters Scaled)
 RZ1206
 RZ1206                          SUPERSEDED SURVEY CONTROL
 RZ1206
 RZ1206  NGVD 29 (??/??/92)  181.932  (m)          596.89   (f) ADJ UNCH    ?  
 RZ1206
 RZ1206.Superseded values are not recommended for survey control.
 RZ1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1206.See file dsdata.txt to determine how the superseded data were derived.
 RZ1206
 RZ1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM416694(NAD 83)
 RZ1206_MARKER: DD = SURVEY DISK
 RZ1206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ1206_SP_SET: ABUTMENT
 RZ1206_STAMPING: B 213 1945
 RZ1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1206
 RZ1206  HISTORY     - Date     Condition        Report By
 RZ1206  HISTORY     - 1945     MONUMENTED       DOD
 RZ1206  HISTORY     - 1945     GOOD             NGS
 RZ1206
 RZ1206                          STATION DESCRIPTION
 RZ1206
 RZ1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RZ1206'1.0 MI NE FROM PURRINGTON.
 RZ1206'1.0 MILE NORTHEAST ALONG THE UNION PACIFIC (CAMAS PRAIRIE) RAILROAD
 RZ1206'FROM PURRINGTON, AT MILEAGE 19.88, AT THE SOUTHEAST CORNER OF A
 RZ1206'CONCRETE CULVERT, 7 FEET EAST OF THE TRACK, 4 FEET NORTH OF A WHITE
 RZ1206'WOODEN WITNESS POST, AND IN THE TOP OF A BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0759 ***********************************************************************
 RZ0759  DESIGNATION -  B 214
 RZ0759  PID         -  RZ0759
 RZ0759  STATE/COUNTY-  WA/WHITMAN
 RZ0759  USGS QUAD   -  GRANITE POINT (1975)
 RZ0759
 RZ0759                         *CURRENT SURVEY CONTROL
 RZ0759  ___________________________________________________________________
 RZ0759* NAD 83(1986)-  46 36 11.     (N)    117 21 29.     (W)     SCALED    
 RZ0759* NAVD 88     -       206.56   (+/-2cm)     677.7    (feet)  VERTCON   
 RZ0759  ___________________________________________________________________
 RZ0759  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 RZ0759
 RZ0759  VERT ORDER  -  ? (See Below)
 RZ0759
 RZ0759.The horizontal coordinates were scaled from a topographic map and have
 RZ0759.an estimated accuracy of +/- 6 seconds.
 RZ0759
 RZ0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ0759.The vertical order pertains to the NGVD 29 superseded value.
 RZ0759
 RZ0759.The geoid height was determined by GEOID03.
 RZ0759
 RZ0759;                    North         East    Units  Estimated Accuracy
 RZ0759;SPC WA S     -   145,920.      740,640.      MT  (+/- 180 meters Scaled)
 RZ0759
 RZ0759                          SUPERSEDED SURVEY CONTROL
 RZ0759
 RZ0759  NGVD 29 (??/??/92)  205.505  (m)          674.23   (f) ADJ UNCH    ?  
 RZ0759
 RZ0759.Superseded values are not recommended for survey control.
 RZ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0759.See file dsdata.txt to determine how the superseded data were derived.
 RZ0759
 RZ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM725611(NAD 83)
 RZ0759_MARKER: DD = SURVEY DISK
 RZ0759_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0759_SP_SET: OUTCROP
 RZ0759_STAMPING: B 214 1945
 RZ0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0759+STABILITY: POSITION/ELEVATION WELL
 RZ0759
 RZ0759  HISTORY     - Date     Condition        Report By
 RZ0759  HISTORY     - 1945     MONUMENTED       DOD
 RZ0759
 RZ0759                          STATION DESCRIPTION
 RZ0759
 RZ0759'DESCRIBED BY US DEPARTMENT OF DEFENSE 1945
 RZ0759'1.8 MI NW FROM TRUAX.
 RZ0759'1.8 MILE NORTHWEST ALONG THE UNION PACIFIC (CAMAS PRAIRIE) RAILROAD
 RZ0759'FROM TRUAX, WHITMAN COUNTY, AT MILEAGE 45.90, 450 FEET NORTHWEST OF
 RZ0759'MILEAGE 46.00, 22 FEET EAST OF THE TRACK, AND IN THE TOP OF A ROCK
 RZ0759'OUTCROP BOUNDED BY ROCKS PAINTED B.M.  A USC AND GS STANDARD DISK,
 RZ0759'STAMPED B 214 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1020 ***********************************************************************
 RZ1020  DESIGNATION -  B 215
 RZ1020  PID         -  RZ1020
 RZ1020  STATE/COUNTY-  WA/WHITMAN
 RZ1020  USGS QUAD   -  CLARKSTON (1971)
 RZ1020
 RZ1020                         *CURRENT SURVEY CONTROL
 RZ1020  ___________________________________________________________________
 RZ1020* NAD 83(1986)-  46 25 50.     (N)    117 03 47.     (W)     SCALED    
 RZ1020* NAVD 88     -       227.55   (+/-2cm)     746.6    (feet)  VERTCON   
 RZ1020  ___________________________________________________________________
 RZ1020  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 RZ1020
 RZ1020  VERT ORDER  -  ? (See Below)
 RZ1020
 RZ1020.The horizontal coordinates were scaled from a topographic map and have
 RZ1020.an estimated accuracy of +/- 6 seconds.
 RZ1020
 RZ1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1020.The vertical order pertains to the NGVD 29 superseded value.
 RZ1020
 RZ1020.The geoid height was determined by GEOID03.
 RZ1020
 RZ1020;                    North         East    Units  Estimated Accuracy
 RZ1020;SPC WA S     -   127,710.      764,060.      MT  (+/- 180 meters Scaled)
 RZ1020
 RZ1020                          SUPERSEDED SURVEY CONTROL
 RZ1020
 RZ1020  NGVD 29 (??/??/92)  226.549  (m)          743.27   (f) ADJ UNCH    ?  
 RZ1020
 RZ1020.Superseded values are not recommended for survey control.
 RZ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1020.See file dsdata.txt to determine how the superseded data were derived.
 RZ1020
 RZ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM951418(NAD 83)
 RZ1020_MARKER: S = SPIKE
 RZ1020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ1020_SP_SET: BRIDGE
 RZ1020_STAMPING: B 215 1945
 RZ1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1020
 RZ1020  HISTORY     - Date     Condition        Report By
 RZ1020  HISTORY     - 1945     MONUMENTED       DOD
 RZ1020
 RZ1020                          STATION DESCRIPTION
 RZ1020
 RZ1020'DESCRIBED BY US DEPARTMENT OF DEFENSE 1945
 RZ1020'1.6 MI W FROM TRANSFER.
 RZ1020'IN WHITMAN COUNTY, WASHINGTON, 1.6 MILES WEST ALONG THE UNION PACIFIC
 RZ1020'(CAMAS PRAIRIE) RAILROAD FROM TRANSFER, NEZ PERCE COUNTY, IDAHO, AT
 RZ1020'MILEAGE 69.37, 9 FEET NORTH OF AN 1 FOOT LOWER THAN THE TRACK, 22 FEET
 RZ1020'WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF THE ABUTMENT AT
 RZ1020'THE SOUTHWEST CORNER OF A CONCRETE BRIDGE.  A RAILROAD SPIKE, STAMPED
 RZ1020'B 215 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0370 ***********************************************************************
 TP0370  DESIGNATION -  B 22
 TP0370  PID         -  TP0370
 TP0370  STATE/COUNTY-  WA/OKANOGAN
 TP0370  USGS QUAD   -  ELLISFORDE (1982)
 TP0370
 TP0370                         *CURRENT SURVEY CONTROL
 TP0370  ___________________________________________________________________
 TP0370* NAD 83(1986)-  48 51 26.     (N)    119 24 28.     (W)     SCALED    
 TP0370* NAVD 88     -       279.245  (meters)     916.16   (feet)  ADJUSTED  
 TP0370  ___________________________________________________________________
 TP0370  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 TP0370  DYNAMIC HT  -         279.295 (meters)     916.32  (feet)  COMP
 TP0370  MODELED GRAV-     980,783.9   (mgal)                       NAVD 88
 TP0370
 TP0370  VERT ORDER  -  FIRST     CLASS II
 TP0370
 TP0370.The horizontal coordinates were scaled from a topographic map and have
 TP0370.an estimated accuracy of +/- 6 seconds.
 TP0370
 TP0370.The orthometric height was determined by differential leveling
 TP0370.and adjusted by the National Geodetic Survey in June 1991..
 TP0370
 TP0370.The geoid height was determined by GEOID03.
 TP0370
 TP0370.The dynamic height is computed by dividing the NAVD 88
 TP0370.geopotential number by the normal gravity value computed on the
 TP0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0370.degrees latitude (g = 980.6199 gals.).
 TP0370
 TP0370.The modeled gravity was interpolated from observed gravity values.
 TP0370
 TP0370;                    North         East    Units  Estimated Accuracy
 TP0370;SPC WA N     -   207,470.      604,610.      MT  (+/- 180 meters Scaled)
 TP0370
 TP0370                          SUPERSEDED SURVEY CONTROL
 TP0370
 TP0370  NGVD 29 (??/??/92)  277.942  (m)          911.88   (f) ADJ UNCH    1 2
 TP0370
 TP0370.Superseded values are not recommended for survey control.
 TP0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0370.See file dsdata.txt to determine how the superseded data were derived.
 TP0370
 TP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ233143(NAD 83)
 TP0370_MARKER: DB = BENCH MARK DISK
 TP0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0370_STAMPING: B 22 1931 912.141
 TP0370_MARK LOGO: CGS   
 TP0370_PROJECTION: PROJECTING 15 CENTIMETERS
 TP0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0370+STABILITY: SURFACE MOTION
 TP0370
 TP0370  HISTORY     - Date     Condition        Report By
 TP0370  HISTORY     - 1931     MONUMENTED       CGS
 TP0370  HISTORY     - 1959     GOOD             NGS
 TP0370  HISTORY     - 1964     GOOD             LOCENG
 TP0370  HISTORY     - 1981     GOOD             NGS
 TP0370  HISTORY     - 1988     GOOD             USPSQD
 TP0370
 TP0370                          STATION DESCRIPTION
 TP0370
 TP0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0370'6.3 MI S FROM OROVILLE.
 TP0370'6.3 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TP0370'OROVILLE, 2 POLES SOUTH OF MILEPOLE 131, 41.3 FEET EAST OF THE EAST
 TP0370'RAIL, 59.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF WOODEN BRIDGE
 TP0370'130.9, 55.3 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 97, 10 1/2
 TP0370'FEET NORTHWEST OF A TELEPHONE POLE, 6.3 FEET WEST OF A FENCE, ABOUT 2
 TP0370'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TP0370'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TP0370
 TP0370                          STATION RECOVERY (1964)
 TP0370
 TP0370'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 TP0370'RECOVERED IN GOOD CONDITION.
 TP0370
 TP0370                          STATION RECOVERY (1981)
 TP0370
 TP0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0370'10.0 KM (6.2 MI) SOUTH ALONG US HIGHWAY 97 FROM THE BURLINGTON
 TP0370'NORTHERN RAILROAD STATION IN OROVILLE, 0.2 KM (0.1 MI) NORTH OF THE Y
 TP0370'JUNCTION OF A PAVED ROAD LEADING SOUTHEAST, 0.2 KM (0.1 MI) SOUTH OF
 TP0370'MILEPOST 326, 16.8 METERS (55.3 FT) WEST OF THE CENTERLINE OF THE
 TP0370'HIGHWAY, 18.0 METERS (59.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 TP0370'WOODEN RAILROAD BRIDGE, 12.6 METERS (41.3 FT) EAST OF THE EAST RAIL.
 TP0370'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 TP0370'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 TP0370
 TP0370                          STATION RECOVERY (1988)
 TP0370
 TP0370'RECOVERY NOTE BY US POWER SQUADRON 1988 (HM)
 TP0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0005 ***********************************************************************
 TP0005  DESIGNATION -  B 23
 TP0005  PID         -  TP0005
 TP0005  STATE/COUNTY-  WA/FERRY
 TP0005  USGS QUAD   -  LAURIER (1992)
 TP0005
 TP0005                         *CURRENT SURVEY CONTROL
 TP0005  ___________________________________________________________________
 TP0005* NAD 83(1986)-  48 55 32.     (N)    118 13 00.     (W)     SCALED    
 TP0005* NAVD 88     -       455.372  (meters)    1494.00   (feet)  ADJUSTED  
 TP0005  ___________________________________________________________________
 TP0005  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 TP0005  DYNAMIC HT  -         455.451 (meters)    1494.26  (feet)  COMP
 TP0005  MODELED GRAV-     980,770.4   (mgal)                       NAVD 88
 TP0005
 TP0005  VERT ORDER  -  FIRST     CLASS II
 TP0005
 TP0005.The horizontal coordinates were scaled from a topographic map and have
 TP0005.an estimated accuracy of +/- 6 seconds.
 TP0005
 TP0005.The orthometric height was determined by differential leveling
 TP0005.and adjusted by the National Geodetic Survey in June 1991..
 TP0005
 TP0005.The geoid height was determined by GEOID03.
 TP0005
 TP0005.The dynamic height is computed by dividing the NAVD 88
 TP0005.geopotential number by the normal gravity value computed on the
 TP0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0005.degrees latitude (g = 980.6199 gals.).
 TP0005
 TP0005.The modeled gravity was interpolated from observed gravity values.
 TP0005
 TP0005;                    North         East    Units  Estimated Accuracy
 TP0005;SPC WA N     -   217,360.      691,720.      MT  (+/- 180 meters Scaled)
 TP0005
 TP0005                          SUPERSEDED SURVEY CONTROL
 TP0005
 TP0005  NGVD 29 (??/??/92)  454.108  (m)         1489.85   (f) ADJ UNCH    1 2
 TP0005
 TP0005.Superseded values are not recommended for survey control.
 TP0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0005.See file dsdata.txt to determine how the superseded data were derived.
 TP0005
 TP0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ108198(NAD 83)
 TP0005_MARKER: DB = BENCH MARK DISK
 TP0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0005_STAMPING: B-23 1931
 TP0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0005+STABILITY: SURFACE MOTION
 TP0005
 TP0005  HISTORY     - Date     Condition        Report By
 TP0005  HISTORY     - 1931     MONUMENTED       CGS
 TP0005  HISTORY     - 20030601 MARK NOT FOUND   USPSQD
 TP0005
 TP0005                          STATION DESCRIPTION
 TP0005
 TP0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 TP0005'5.5 MI S FROM LAURIER.
 TP0005'5.5 MILES SOUTH OF LAURIER ALONG THE GT. NORTHERN R.R., 0.2 MILES
 TP0005'SOUTH OF MILE POST 22, 25 FEET WEST OF RAILROAD AT CROSSING WITH U.S.
 TP0005'HIWAY NO. 395, IN LINE OF TELEGRAPH POLES.
 TP0005
 TP0005                          STATION RECOVERY (2003)
 TP0005
 TP0005'RECOVERY NOTE BY US POWER SQUADRON 2003 (JER)
 TP0005'RECOVERY BY THREE USPS MEMBERS (SHARED EQUALLY)-
 TP0005'JAMES E. ROEBER (C028220)
 TP0005'JEAN C. ROEBER (E062706)
 TP0005'JOHN L. WHITEHILL (E108128)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0762 ***********************************************************************
 SV0762  DESIGNATION -  B 232
 SV0762  PID         -  SV0762
 SV0762  STATE/COUNTY-  WA/SPOKANE
 SV0762  USGS QUAD   -  CHATTAROY (1973)
 SV0762
 SV0762                         *CURRENT SURVEY CONTROL
 SV0762  ___________________________________________________________________
 SV0762* NAD 83(1986)-  47 56 32.     (N)    117 19 49.     (W)     SCALED    
 SV0762* NAVD 88     -       527.689  (meters)    1731.26   (feet)  ADJUSTED  
 SV0762  ___________________________________________________________________
 SV0762  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 SV0762  DYNAMIC HT  -         527.737 (meters)    1731.42  (feet)  COMP
 SV0762  MODELED GRAV-     980,686.0   (mgal)                       NAVD 88
 SV0762
 SV0762  VERT ORDER  -  FIRST     CLASS II
 SV0762
 SV0762.The horizontal coordinates were scaled from a topographic map and have
 SV0762.an estimated accuracy of +/- 6 seconds.
 SV0762
 SV0762.The orthometric height was determined by differential leveling
 SV0762.and adjusted by the National Geodetic Survey in June 1991..
 SV0762
 SV0762.The geoid height was determined by GEOID03.
 SV0762
 SV0762.The dynamic height is computed by dividing the NAVD 88
 SV0762.geopotential number by the normal gravity value computed on the
 SV0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0762.degrees latitude (g = 980.6199 gals.).
 SV0762
 SV0762.The modeled gravity was interpolated from observed gravity values.
 SV0762
 SV0762;                    North         East    Units  Estimated Accuracy
 SV0762;SPC WA N     -   110,710.      761,600.      MT  (+/- 180 meters Scaled)
 SV0762
 SV0762                          SUPERSEDED SURVEY CONTROL
 SV0762
 SV0762  NGVD 29 (??/??/92)  526.524  (m)         1727.44   (f) ADJ UNCH    1 2
 SV0762
 SV0762.Superseded values are not recommended for survey control.
 SV0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0762.See file dsdata.txt to determine how the superseded data were derived.
 SV0762
 SV0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP753099(NAD 83)
 SV0762_MARKER: DB = BENCH MARK DISK
 SV0762_SETTING: 0 = UNSPECIFIED SETTING
 SV0762_STAMPING: B 232 1942
 SV0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0762
 SV0762  HISTORY     - Date     Condition        Report By
 SV0762  HISTORY     - 1942     MONUMENTED       CGS
 SV0762  HISTORY     - 1965     GOOD             NGS
 SV0762
 SV0762                          STATION DESCRIPTION
 SV0762
 SV0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0762'2.0 MI S FROM MILAN.
 SV0762'IT IS ON A BLACK OUTCROP WHICH PROJECTS ABOUT 4 FEET.  THE MARK IS
 SV0762'ABOUT 2 FEET LOWER THAN THE RAILS.  THE WEST SIDE OF THE TRACKS IS LOW
 SV0762'IN THIS AREA, EXCEPT FOR THE LONE POINT OF ROCK AND DIRT WHICH HOLDS
 SV0762'THE DISK.  IT IS ABOUT 40 YARDS SOUTHWEST OF THE SOUTH END OF A ROCKY
 SV0762'30-FOOT HIGH CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0365 ***********************************************************************
 TO0365  DESIGNATION -  B 233
 TO0365  PID         -  TO0365
 TO0365  STATE/COUNTY-  WA/PEND OREILLE
 TO0365  USGS QUAD   -  NEWPORT (1986)
 TO0365
 TO0365                         *CURRENT SURVEY CONTROL
 TO0365  ___________________________________________________________________
 TO0365* NAD 83(1986)-  48 11 25.     (N)    117 02 43.     (W)     SCALED    
 TO0365* NAVD 88     -       645.898  (meters)    2119.08   (feet)  ADJUSTED  
 TO0365  ___________________________________________________________________
 TO0365  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 TO0365  DYNAMIC HT  -         645.958 (meters)    2119.28  (feet)  COMP
 TO0365  MODELED GRAV-     980,683.8   (mgal)                       NAVD 88
 TO0365
 TO0365  VERT ORDER  -  FIRST     CLASS II
 TO0365
 TO0365.The horizontal coordinates were scaled from a topographic map and have
 TO0365.an estimated accuracy of +/- 6 seconds.
 TO0365
 TO0365.The orthometric height was determined by differential leveling
 TO0365.and adjusted by the National Geodetic Survey in June 1991..
 TO0365
 TO0365.The geoid height was determined by GEOID03.
 TO0365
 TO0365.The dynamic height is computed by dividing the NAVD 88
 TO0365.geopotential number by the normal gravity value computed on the
 TO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0365.degrees latitude (g = 980.6199 gals.).
 TO0365
 TO0365.The modeled gravity was interpolated from observed gravity values.
 TO0365
 TO0365;                    North         East    Units  Estimated Accuracy
 TO0365;SPC WA N     -   139,270.      781,510.      MT  (+/- 180 meters Scaled)
 TO0365
 TO0365                          SUPERSEDED SURVEY CONTROL
 TO0365
 TO0365  NGVD 29 (??/??/92)  644.72   (m)         2115.2    (f) COMPUTED    1 2
 TO0365
 TO0365.Superseded values are not recommended for survey control.
 TO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0365.See file dsdata.txt to determine how the superseded data were derived.
 TO0365
 TO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP966374(NAD 83)
 TO0365_MARKER: DB = BENCH MARK DISK
 TO0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0365_STAMPING: B 233 1942
 TO0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0365+STABILITY: SURFACE MOTION
 TO0365
 TO0365  HISTORY     - Date     Condition        Report By
 TO0365  HISTORY     - 1942     MONUMENTED       CGS
 TO0365  HISTORY     - 1966     MARK NOT FOUND   USGS
 TO0365
 TO0365                          STATION DESCRIPTION
 TO0365
 TO0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0365'1.0 MI N FROM NEWPORT.
 TO0365'ALONG CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC RR.  1.0 MILE NORTH OF
 TO0365'NEWPORT, AT THE SOUTH END OF A CUT, 1 POLE NORTH OF YARD LIMIT SIGN,
 TO0365'28 FEET WEST OF TRACK.  WITNESS POST SET.  A DISK SET IN A CONCRETE
 TO0365'POST.
 TO0365
 TO0365                          STATION RECOVERY (1966)
 TO0365
 TO0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TO0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0393 ***********************************************************************
 TO0393  DESIGNATION -  B 234
 TO0393  PID         -  TO0393
 TO0393  STATE/COUNTY-  WA/PEND OREILLE
 TO0393  USGS QUAD   -  JARED (1992)
 TO0393
 TO0393                         *CURRENT SURVEY CONTROL
 TO0393  ___________________________________________________________________
 TO0393* NAD 83(1986)-  48 28 08.     (N)    117 19 05.     (W)     SCALED    
 TO0393* NAVD 88     -       628.177  (meters)    2060.94   (feet)  POSTED    
 TO0393  ___________________________________________________________________
 TO0393  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TO0393  DYNAMIC HT  -         628.250 (meters)    2061.18  (feet)  COMP
 TO0393  MODELED GRAV-     980,704.5   (mgal)                       NAVD 88
 TO0393
 TO0393  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 TO0393
 TO0393.The horizontal coordinates were scaled from a topographic map and have
 TO0393.an estimated accuracy of +/- 6 seconds.
 TO0393
 TO0393.The orthometric height was determined by differential leveling
 TO0393.and adjusted by the National Geodetic Survey in 1992..
 TO0393.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 TO0393.rate greater than 8.0 mm/km.
 TO0393
 TO0393.The geoid height was determined by GEOID03.
 TO0393
 TO0393.The dynamic height is computed by dividing the NAVD 88
 TO0393.geopotential number by the normal gravity value computed on the
 TO0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0393.degrees latitude (g = 980.6199 gals.).
 TO0393
 TO0393.The modeled gravity was interpolated from observed gravity values.
 TO0393
 TO0393;                    North         East    Units  Estimated Accuracy
 TO0393;SPC WA N     -   169,250.      759,840.      MT  (+/- 180 meters Scaled)
 TO0393
 TO0393                          SUPERSEDED SURVEY CONTROL
 TO0393
 TO0393  NGVD 29 (??/??/92)  627.006  (m)         2057.10   (f) ADJ UNCH    1 2
 TO0393
 TO0393.Superseded values are not recommended for survey control.
 TO0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0393.See file dsdata.txt to determine how the superseded data were derived.
 TO0393
 TO0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP764684(NAD 83)
 TO0393_MARKER: DB = BENCH MARK DISK
 TO0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0393_STAMPING: B 234 1942
 TO0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0393+STABILITY: SURFACE MOTION
 TO0393
 TO0393  HISTORY     - Date     Condition        Report By
 TO0393  HISTORY     - 1942     MONUMENTED       CGS
 TO0393
 TO0393                          STATION DESCRIPTION
 TO0393
 TO0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0393'9.5 MI N FROM CUSICK.
 TO0393'0.95 MILES SOUTH OF THE STATION AT JARED, 35 FEET EAST OF THE TRACK,
 TO0393'10 FEET SOUTH OF THE CROSSROAD, SET ABOUT 300 FEET EAST OF A SMALL
 TO0393'GROUP OF FARM BUILDINGS AND PENS, 6 FEET WEST OF THE FENCE LINE.
 TO0393'WITNESS POST SET.  A DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0335 ***********************************************************************
 TO0335  DESIGNATION -  B 235
 TO0335  PID         -  TO0335
 TO0335  STATE/COUNTY-  WA/PEND OREILLE
 TO0335  USGS QUAD   -  METALINE (1992)
 TO0335
 TO0335                         *CURRENT SURVEY CONTROL
 TO0335  ___________________________________________________________________
 TO0335* NAD 83(1986)-  48 49 36.     (N)    117 22 58.     (W)     SCALED    
 TO0335* NAVD 88     -       650.654  (meters)    2134.69   (feet)  POSTED    
 TO0335  ___________________________________________________________________
 TO0335  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TO0335  DYNAMIC HT  -         650.730 (meters)    2134.94  (feet)  COMP
 TO0335  MODELED GRAV-     980,711.6   (mgal)                       NAVD 88
 TO0335
 TO0335  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TO0335
 TO0335.The horizontal coordinates were scaled from a topographic map and have
 TO0335.an estimated accuracy of +/- 6 seconds.
 TO0335
 TO0335.The orthometric height was determined by differential leveling
 TO0335.and adjusted by the National Geodetic Survey in 1992..
 TO0335.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TO0335.rate of 0.0 thru 1.0 mm/km.
 TO0335
 TO0335.The geoid height was determined by GEOID03.
 TO0335
 TO0335.The dynamic height is computed by dividing the NAVD 88
 TO0335.geopotential number by the normal gravity value computed on the
 TO0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0335.degrees latitude (g = 980.6199 gals.).
 TO0335
 TO0335.The modeled gravity was interpolated from observed gravity values.
 TO0335
 TO0335;                    North         East    Units  Estimated Accuracy
 TO0335;SPC WA N     -   208,780.      753,280.      MT  (+/- 180 meters Scaled)
 TO0335
 TO0335                          SUPERSEDED SURVEY CONTROL
 TO0335
 TO0335  NGVD 29 (??/??/92)  649.438  (m)         2130.70   (f) ADJ UNCH    1 2
 TO0335
 TO0335.Superseded values are not recommended for survey control.
 TO0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0335.See file dsdata.txt to determine how the superseded data were derived.
 TO0335
 TO0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ719082(NAD 83)
 TO0335_MARKER: DB = BENCH MARK DISK
 TO0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0335_STAMPING: B 235 1942
 TO0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0335+STABILITY: SURFACE MOTION
 TO0335
 TO0335  HISTORY     - Date     Condition        Report By
 TO0335  HISTORY     - 1942     MONUMENTED       CGS
 TO0335  HISTORY     - 1967     GOOD             USGS
 TO0335
 TO0335                          STATION DESCRIPTION
 TO0335
 TO0335'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO0335'3.0 MI S FROM METALINE FALLS.
 TO0335'ALONG CHICAGO-MILWAUKEE AND PACIFIC RAILROAD.  ABOUT 0.2 MILE SOUTH OF
 TO0335'RAILROAD TUNNEL, 134 FEET SOUTH OF SOUTH END OF RAILROAD BRIDGE ACROSS
 TO0335'CREEK, 35 FEET EAST OF CENTER LINE OF RAILROAD AT MILE MARKER 102, 4
 TO0335'FEET ABOVE RAILROAD LEVEL.  A DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0465 ***********************************************************************
 TO0465  DESIGNATION -  B 236
 TO0465  PID         -  TO0465
 TO0465  STATE/COUNTY-  WA/STEVENS
 TO0465  USGS QUAD   -  BOUNDARY (1992)
 TO0465
 TO0465                         *CURRENT SURVEY CONTROL
 TO0465  ___________________________________________________________________
 TO0465* NAD 83(1986)-  48 59 03.     (N)    117 38 21.     (W)     SCALED    
 TO0465* NAVD 88     -       420.663  (meters)    1380.13   (feet)  ADJUSTED  
 TO0465  ___________________________________________________________________
 TO0465  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 TO0465  DYNAMIC HT  -         420.739 (meters)    1380.37  (feet)  COMP
 TO0465  MODELED GRAV-     980,779.3   (mgal)                       NAVD 88
 TO0465
 TO0465  VERT ORDER  -  FIRST     CLASS II
 TO0465
 TO0465.The horizontal coordinates were scaled from a topographic map and have
 TO0465.an estimated accuracy of +/- 6 seconds.
 TO0465
 TO0465.The orthometric height was determined by differential leveling
 TO0465.and adjusted by the National Geodetic Survey in June 1991..
 TO0465
 TO0465.The geoid height was determined by GEOID03.
 TO0465
 TO0465.The dynamic height is computed by dividing the NAVD 88
 TO0465.geopotential number by the normal gravity value computed on the
 TO0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0465.degrees latitude (g = 980.6199 gals.).
 TO0465
 TO0465.The modeled gravity was interpolated from observed gravity values.
 TO0465
 TO0465;                    North         East    Units  Estimated Accuracy
 TO0465;SPC WA N     -   225,470.      733,740.      MT  (+/- 180 meters Scaled)
 TO0465
 TO0465                          SUPERSEDED SURVEY CONTROL
 TO0465
 TO0465  NGVD 29 (??/??/92)  419.429  (m)         1376.08   (f) ADJ UNCH    1 2
 TO0465
 TO0465.Superseded values are not recommended for survey control.
 TO0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0465.See file dsdata.txt to determine how the superseded data were derived.
 TO0465
 TO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ532258(NAD 83)
 TO0465_MARKER: DB = BENCH MARK DISK
 TO0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0465_STAMPING: B 236 1942
 TO0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0465+STABILITY: SURFACE MOTION
 TO0465
 TO0465  HISTORY     - Date     Condition        Report By
 TO0465  HISTORY     - 1942     MONUMENTED       CGS
 TO0465  HISTORY     - 1947     GOOD             CGS
 TO0465
 TO0465                          STATION DESCRIPTION
 TO0465
 TO0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 TO0465'1.8 MI S FROM WANETA, CANADA.
 TO0465'1.8 MILES S OF WANETA, CANADA ALONG THE GREAT NORTHERN RAILWAY, 51
 TO0465'FEET WEST OF TRACK CENTERLINE, AT CONCRETE DEADMAN OF A CABLE
 TO0465'CROSSING, 60 FEET EAST OF TOWER BASE, 160 YARDS NORTH OF RAILROAD SIGN
 TO0465'BOUNDARY.  A STD. DISC IN A CONCRETE DEADMAN STAMPED B 236 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1179 ***********************************************************************
 SA1179  DESIGNATION -  B 237
 SA1179  PID         -  SA1179
 SA1179  STATE/COUNTY-  WA/BENTON
 SA1179  USGS QUAD   -  PROSSER (1965)
 SA1179
 SA1179                         *CURRENT SURVEY CONTROL
 SA1179  ___________________________________________________________________
 SA1179* NAD 83(1986)-  46 11 15.     (N)    119 50 27.     (W)     SCALED    
 SA1179* NAVD 88     -       205.527  (meters)     674.30   (feet)  ADJUSTED  
 SA1179  ___________________________________________________________________
 SA1179  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA1179  DYNAMIC HT  -         205.532 (meters)     674.32  (feet)  COMP
 SA1179  MODELED GRAV-     980,633.7   (mgal)                       NAVD 88
 SA1179
 SA1179  VERT ORDER  -  FIRST     CLASS II
 SA1179
 SA1179.The horizontal coordinates were scaled from a topographic map and have
 SA1179.an estimated accuracy of +/- 6 seconds.
 SA1179
 SA1179.The orthometric height was determined by differential leveling
 SA1179.and adjusted by the National Geodetic Survey in June 1991..
 SA1179
 SA1179.The geoid height was determined by GEOID03.
 SA1179
 SA1179.The dynamic height is computed by dividing the NAVD 88
 SA1179.geopotential number by the normal gravity value computed on the
 SA1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1179.degrees latitude (g = 980.6199 gals.).
 SA1179
 SA1179.The modeled gravity was interpolated from observed gravity values.
 SA1179
 SA1179;                    North         East    Units  Estimated Accuracy
 SA1179;SPC WA S     -    95,150.      550,890.      MT  (+/- 180 meters Scaled)
 SA1179
 SA1179                          SUPERSEDED SURVEY CONTROL
 SA1179
 SA1179  NGVD 29 (??/??/92)  204.492  (m)          670.90   (f) ADJ UNCH    1 2
 SA1179
 SA1179.Superseded values are not recommended for survey control.
 SA1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1179.See file dsdata.txt to determine how the superseded data were derived.
 SA1179
 SA1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM807188(NAD 83)
 SA1179_MARKER: DB = BENCH MARK DISK
 SA1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1179_STAMPING: B 237 1944
 SA1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1179+STABILITY: SURFACE MOTION
 SA1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1179+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2002
 SA1179
 SA1179  HISTORY     - Date     Condition        Report By
 SA1179  HISTORY     - 1944     MONUMENTED       CGS
 SA1179  HISTORY     - 1962     GOOD             NGS
 SA1179  HISTORY     - 20020319 GOOD             WADT
 SA1179
 SA1179                          STATION DESCRIPTION
 SA1179
 SA1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SA1179'3.7 MI W FROM PROSSER.
 SA1179'3.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SA1179'PROSSER, BENTON COUNTY, AT THE CROSSING OF WARD GAP ROAD, 24.5 FEET
 SA1179'EAST OF THE CENTERLINE OF THE ROAD, 19 FEET NORTH OF THE NORTH RAIL,
 SA1179'26.9 FEET SOUTH OF A POWERLINE POLE, 13.7 FEET NORTHEAST OF THE NORTH
 SA1179'END OF AN 18-INCH CORRUGATED METAL-PIPE CULVERT, 2.7 FEET SOUTHEAST OF
 SA1179'A FENCE CORNER, 2.3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 SA1179'1-1/2 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED B
 SA1179'237 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 SA1179'ABOVE GROUND.  NOTE-- THERE IS A 3-FOOT HIGH PILE OF DIRT IN THE
 SA1179'VICINITY OF THE MARK, AND THE MARK IS UNDER 2 FEET OF DIRT ON THE
 SA1179'NORTHERN SIDE OF THE PILE.
 SA1179
 SA1179                          STATION RECOVERY (2002)
 SA1179
 SA1179'RECOVERY NOTE BY WA DEPT OF TRANSP 2002 (ELS)
 SA1179'SET WSDOT MONUMENT GUIDE POST 28CM (0.9FT) NE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0709 ***********************************************************************
 TR0709  DESIGNATION -  B 237
 TR0709  PID         -  TR0709
 TR0709  STATE/COUNTY-  WA/SAN JUAN
 TR0709  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0709
 TR0709                         *CURRENT SURVEY CONTROL
 TR0709  ___________________________________________________________________
 TR0709* NAD 83(1986)-  48 32 11.     (N)    123 01 23.     (W)     SCALED    
 TR0709* LOCAL TIDAL -        24.267  (meters)      79.62   (feet)  ADJ UNCH  
 TR0709  ___________________________________________________________________
 TR0709  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TR0709
 TR0709  VERT ORDER  -  THIRD
 TR0709
 TR0709.The horizontal coordinates were scaled from a topographic map and have
 TR0709.an estimated accuracy of +/- 6 seconds.
 TR0709
 TR0709.The orthometric height was key entered from printed documents
 TR0709.and not key verified.
 TR0709
 TR0709.The geoid height was determined by GEOID03.
 TR0709
 TR0709;                    North         East    Units  Estimated Accuracy
 TR0709;SPC WA N     -   173,120.      338,320.      MT  (+/- 180 meters Scaled)
 TR0709
 TR0709                          SUPERSEDED SURVEY CONTROL
 TR0709
 TR0709.No superseded survey control is available for this station.
 TR0709
 TR0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU982759(NAD 83)
 TR0709_MARKER: DB = BENCH MARK DISK
 TR0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0709_STAMPING: B 237 1950
 TR0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0709+STABILITY: SURFACE MOTION
 TR0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0709+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 TR0709
 TR0709  HISTORY     - Date     Condition        Report By
 TR0709  HISTORY     - 1950     MONUMENTED       CGS
 TR0709  HISTORY     - 1982     GOOD             NGS
 TR0709  HISTORY     - 19950503 GOOD             USPSQD
 TR0709  HISTORY     - 20011210 GOOD             NGS
 TR0709  HISTORY     - 20030815 GOOD             USPSQD
 TR0709  HISTORY     - 20050326 GOOD             USPSQD
 TR0709  HISTORY     - 20060401 GOOD             USPSQD
 TR0709
 TR0709                          STATION DESCRIPTION
 TR0709
 TR0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TR0709'IN FRIDAY HARBOR.
 TR0709'ABOUT 1/4 MILE NORTHWEST OF THE COURTHOUSE, AT THE NORTHWEST CORNER OF
 TR0709'THE INTERSECTION OF GUARD ST. AND TUCKER AVE., 31 FEET NORTH OF THE
 TR0709'CENTERLINE OF GUARD ST., 32 FEET EAST OF THE CENTERLINE OF TUCKER
 TR0709'AVE., 8 FEET NORTH OF THE CORNER OF A HEDGE, 3 FEET WEST OF THE CENTER
 TR0709'OF THE HEDGE, 2 FEET SOUTH OF A WHITE WITNESS POST, ON THE PROPERTY OF
 TR0709'THURSBY FLEMMING, AND IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 TR0709'PROJECTING 4 INCHES.
 TR0709
 TR0709                          STATION RECOVERY (1982)
 TR0709
 TR0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TR0709'0.48 KM (0.3 MI) WEST ALONG GUARD ST FROM THE COURT HOUSE IN FRIDAY
 TR0709'HARBOR TO THE JUNCTION OF TUCKER AVE AND THE MARK IN THE NORTHEAST
 TR0709'ANGLE OF THE INTERSECTION 9.75 (32 FT) EAST OF THE CENTER OF TUCKER
 TR0709'AVE 9.45 M (31 FT) NORTH OF THE CENTER OF GUARD ST. 3.1 M (10 FT)
 TR0709'NORTH OF THE CORNER OF A HEDGE AND UNDER THE WEST EDGE OF THE HEDGE.
 TR0709
 TR0709                          STATION RECOVERY (1995)
 TR0709
 TR0709'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR0709'RECOVERED IN GOOD CONDITION.
 TR0709
 TR0709                          STATION RECOVERY (2001)
 TR0709
 TR0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0709'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 TR0709
 TR0709                          STATION RECOVERY (2003)
 TR0709
 TR0709'RECOVERY NOTE BY US POWER SQUADRON 2003 (FAW)
 TR0709'RECOVERED AS DESCRIBED
 TR0709
 TR0709                          STATION RECOVERY (2005)
 TR0709
 TR0709'RECOVERY NOTE BY US POWER SQUADRON 2005 (LS)
 TR0709'RECOVERED IN GOOD CONDITION.
 TR0709
 TR0709                          STATION RECOVERY (2006)
 TR0709
 TR0709'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0864 ***********************************************************************
 SA0864  DESIGNATION -  B 238
 SA0864  PID         -  SA0864
 SA0864  STATE/COUNTY-  WA/BENTON
 SA0864  USGS QUAD   -  KENNEWICK (1992)
 SA0864
 SA0864                         *CURRENT SURVEY CONTROL
 SA0864  ___________________________________________________________________
 SA0864* NAD 83(1986)-  46 13 14.     (N)    119 09 36.     (W)     SCALED    
 SA0864* NAVD 88     -       132.023  (meters)     433.15   (feet)  ADJUSTED  
 SA0864  ___________________________________________________________________
 SA0864  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SA0864  DYNAMIC HT  -         132.027 (meters)     433.16  (feet)  COMP
 SA0864  MODELED GRAV-     980,645.3   (mgal)                       NAVD 88
 SA0864
 SA0864  VERT ORDER  -  FIRST     CLASS II
 SA0864
 SA0864.The horizontal coordinates were scaled from a topographic map and have
 SA0864.an estimated accuracy of +/- 6 seconds.
 SA0864
 SA0864.The orthometric height was determined by differential leveling
 SA0864.and adjusted by the National Geodetic Survey in June 1991..
 SA0864
 SA0864.The geoid height was determined by GEOID03.
 SA0864
 SA0864.The dynamic height is computed by dividing the NAVD 88
 SA0864.geopotential number by the normal gravity value computed on the
 SA0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0864.degrees latitude (g = 980.6199 gals.).
 SA0864
 SA0864.The modeled gravity was interpolated from observed gravity values.
 SA0864
 SA0864;                    North         East    Units  Estimated Accuracy
 SA0864;SPC WA S     -    99,490.      603,380.      MT  (+/- 180 meters Scaled)
 SA0864
 SA0864                          SUPERSEDED SURVEY CONTROL
 SA0864
 SA0864  NGVD 29 (??/??/92)  130.994  (m)          429.77   (f) ADJ UNCH    1 2
 SA0864
 SA0864.Superseded values are not recommended for survey control.
 SA0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0864.See file dsdata.txt to determine how the superseded data were derived.
 SA0864
 SA0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM334208(NAD 83)
 SA0864_MARKER: DB = BENCH MARK DISK
 SA0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0864_STAMPING: B 238 1944
 SA0864_MARK LOGO: CGS   
 SA0864_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0864+STABILITY: SURFACE MOTION
 SA0864
 SA0864  HISTORY     - Date     Condition        Report By
 SA0864  HISTORY     - 1944     MONUMENTED       CGS
 SA0864  HISTORY     - 1963     GOOD             NGS
 SA0864  HISTORY     - 1973     GOOD             NGS
 SA0864  HISTORY     - 19900710 GOOD             USPSQD
 SA0864  HISTORY     - 19920911 GOOD             CHANCE
 SA0864
 SA0864                          STATION DESCRIPTION
 SA0864
 SA0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SA0864'2.1 MI W FROM KENNEWICK.
 SA0864'2.1 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SA0864'KENNEWICK, BENTON COUNTY.  50.5 FEET NORTH OF MILEPOST 5, ON THE NORTH
 SA0864'SLOPE OF A HILL, 60 FEET NORTH OF THE NORTH RAIL, AND 25 FEET SOUTH OF
 SA0864'A 4 X 2 FT. BOULDER WHICH PROJECTS 30 INCHES.  A STANDARD DISK,
 SA0864'STAMPED B 238 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SA0864'0.3 FOOT ABOVE GROUND.
 SA0864
 SA0864                          STATION RECOVERY (1973)
 SA0864
 SA0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SA0864'RECOVERED IN GOOD CONDITION.
 SA0864
 SA0864                          STATION RECOVERY (1990)
 SA0864
 SA0864'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAT)
 SA0864'RECOVERED IN GOOD CONDITION.
 SA0864
 SA0864                          STATION RECOVERY (1992)
 SA0864
 SA0864'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (RLH)
 SA0864'THE STATION IS LOCATED IN KENNEWICK, WASHINGTON. TO REACH THE STATION
 SA0864'FROM U.S. 395, COLUMBIA DRIVE INTERCHANGE, PROCEED WEST 0.5 MI (0.80
 SA0864'KM) TO ITS INTERSECTION WITH FRUITLAND STREET, TURN RIGHT AND PROCEED
 SA0864'SOUTH ON FRUITLAND STREET FOR 0.4 MI (0.64 KM) TO ITS INTERSECTION
 SA0864'WITH CANAL ROAD, TURN RIGHT AND PROCEED WEST ON CANAL ROAD FOR 1.8 MI
 SA0864'(2.90 KM) TO NORTH FISHER STREET ON THE LEFT AND STATION ON RIGHT,
 SA0864'APPROXIMATELY 200 FT (60.96 M) NORTH OF WEST CANAL DRIVE, 350 FT
 SA0864'(106.68 M) EAST OF RAILROAD MILE POST 5, 120 FT (36.58 M) WEST OF THE
 SA0864'EXTENDED CENTERLINE OF NORTH FISHER STREET, 60 FT (18.29 M) NORTH OF
 SA0864'THE NORTH RAIL, 56.5 FT (17.22 M) WEST-SOUTHWEST OF A 3 FT (0.91 M) X
 SA0864'2 FT (0.61 M) X 2 FT (0.61 M) BOULDER WITH A CHILSELED X, 60 FT (18.29
 SA0864'M) SOUTH OF A TRACK TRACK ROAD, AND 3.3 FT (1.01 M) NORTH OF A
 SA0864'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0747 ***********************************************************************
 TR0747  DESIGNATION -  B 238
 TR0747  PID         -  TR0747
 TR0747  STATE/COUNTY-  WA/SAN JUAN
 TR0747  USGS QUAD   -  ROCHE HARBOR (1994)
 TR0747
 TR0747                         *CURRENT SURVEY CONTROL
 TR0747  ___________________________________________________________________
 TR0747* NAD 83(1986)-  48 35 26.     (N)    123 08 17.     (W)     SCALED    
 TR0747* LOCAL TIDAL -        52.252  (meters)     171.43   (feet)  ADJ UNCH  
 TR0747  ___________________________________________________________________
 TR0747  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 TR0747
 TR0747  VERT ORDER  -  THIRD
 TR0747
 TR0747.The horizontal coordinates were scaled from a topographic map and have
 TR0747.an estimated accuracy of +/- 6 seconds.
 TR0747
 TR0747.The orthometric height was key entered from printed documents
 TR0747.and not key verified.
 TR0747
 TR0747.The geoid height was determined by GEOID03.
 TR0747
 TR0747;                    North         East    Units  Estimated Accuracy
 TR0747;SPC WA N     -   179,390.      330,010.      MT  (+/- 180 meters Scaled)
 TR0747
 TR0747                          SUPERSEDED SURVEY CONTROL
 TR0747
 TR0747.No superseded survey control is available for this station.
 TR0747
 TR0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU898819(NAD 83)
 TR0747_MARKER: DB = BENCH MARK DISK
 TR0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0747_SP_SET: CONCRETE PIPE
 TR0747_STAMPING: B 238 1950
 TR0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0747
 TR0747  HISTORY     - Date     Condition        Report By
 TR0747  HISTORY     - 1950     MONUMENTED       CGS
 TR0747  HISTORY     - 1971     GOOD             LOCENG
 TR0747  HISTORY     - 19870905 MARK NOT FOUND   USPSQD
 TR0747  HISTORY     - 19950509 MARK NOT FOUND   USPSQD
 TR0747  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 TR0747
 TR0747                          STATION DESCRIPTION
 TR0747
 TR0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TR0747'2.4 MI S FROM ROCHE HARBOR.
 TR0747'ABOUT 1.7 MILES SOUTH ALONG THE FRIDAY HARBOR ROAD FROM ROCHE HARBOR,
 TR0747'THENCE ABOUT 0.7 MILE SOUTH ALONG THE MOUNTAIN ROAD, ABOUT 1/4 MILE
 TR0747'SOUTH OF A TURN IN THE ROAD FROM WEST TO SOUTH, 118 FEET SOUTHWEST OF
 TR0747'THE SOUTHWEST CORNER OF THE MCKAY RESIDENCE, 27 FEET EAST OF THE
 TR0747'CENTERLINE OF THE ROAD, 1 FOOT NORTHEAST OF A FENCE CORNER, 1 FOOT
 TR0747'SOUTHWEST OF A WHITE WITNESS POST, AND SET IN TOP OF AN 8-INCH
 TR0747'CONCRETE PIPE FILLED WITH CONCRETE AND FLUSH WITH THE SURFACE.
 TR0747
 TR0747                          STATION RECOVERY (1971)
 TR0747
 TR0747'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 TR0747'RECOVERED IN GOOD CONDITION.
 TR0747
 TR0747                          STATION RECOVERY (1987)
 TR0747
 TR0747'RECOVERY NOTE BY US POWER SQUADRON 1987 (AWC)
 TR0747'MARK NOT FOUND.
 TR0747
 TR0747                          STATION RECOVERY (1995)
 TR0747
 TR0747'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR0747'MARK NOT FOUND.
 TR0747
 TR0747                          STATION RECOVERY (2001)
 TR0747
 TR0747'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 TR0747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1201 ***********************************************************************
 SA1201  DESIGNATION -  B 239
 SA1201  PID         -  SA1201
 SA1201  STATE/COUNTY-  WA/BENTON
 SA1201  USGS QUAD   -  CORRAL CANYON (1977)
 SA1201
 SA1201                         *CURRENT SURVEY CONTROL
 SA1201  ___________________________________________________________________
 SA1201* NAD 83(1986)-  46 15 20.     (N)    119 35 55.     (W)     SCALED    
 SA1201* NAVD 88     -       167.590  (meters)     549.83   (feet)  ADJUSTED  
 SA1201  ___________________________________________________________________
 SA1201  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA1201  DYNAMIC HT  -         167.593 (meters)     549.84  (feet)  COMP
 SA1201  MODELED GRAV-     980,634.9   (mgal)                       NAVD 88
 SA1201
 SA1201  VERT ORDER  -  FIRST     CLASS II
 SA1201
 SA1201.The horizontal coordinates were scaled from a topographic map and have
 SA1201.an estimated accuracy of +/- 6 seconds.
 SA1201
 SA1201.The orthometric height was determined by differential leveling
 SA1201.and adjusted by the National Geodetic Survey in June 1991..
 SA1201
 SA1201.The geoid height was determined by GEOID03.
 SA1201
 SA1201.The dynamic height is computed by dividing the NAVD 88
 SA1201.geopotential number by the normal gravity value computed on the
 SA1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1201.degrees latitude (g = 980.6199 gals.).
 SA1201
 SA1201.The modeled gravity was interpolated from observed gravity values.
 SA1201
 SA1201;                    North         East    Units  Estimated Accuracy
 SA1201;SPC WA S     -   102,900.      569,500.      MT  (+/- 180 meters Scaled)
 SA1201
 SA1201                          SUPERSEDED SURVEY CONTROL
 SA1201
 SA1201  NGVD 29 (??/??/92)  166.553  (m)          546.43   (f) ADJ UNCH    1 2
 SA1201
 SA1201.Superseded values are not recommended for survey control.
 SA1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1201.See file dsdata.txt to determine how the superseded data were derived.
 SA1201
 SA1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM997257(NAD 83)
 SA1201_MARKER: DB = BENCH MARK DISK
 SA1201_SETTING: 80 = SET IN A BOULDER
 SA1201_STAMPING: B 239 1944
 SA1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1201+STABILITY: SURFACE MOTION
 SA1201
 SA1201  HISTORY     - Date     Condition        Report By
 SA1201  HISTORY     - 1944     MONUMENTED       CGS
 SA1201  HISTORY     - 1962     MARK NOT FOUND   NGS
 SA1201
 SA1201                          STATION DESCRIPTION
 SA1201
 SA1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SA1201'3.3 MI NE FROM GIBBON.
 SA1201'A SEARCH WAS MADE ALONG THE BANK ON BOTH SIDES OF THE MILE POST THE
 SA1201'BANK IS QUITE STEEP AND EROSION MAY HAVE CAUSED THE ROCK TO ROLL DOWN
 SA1201'THE BANK.  3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 SA1201'THE STATION AT GIBBON, BENTON COUNTY, 4-1/2 RAILS WEST OF MILEPOST 31,
 SA1201'23 FEET NORTH OF THE NORTH RAIL, IN THE TOP OF A BOULDER BETWEEN THE
 SA1201'TRACK AND YAKIMA RIVER, AND 6 FEET BELOW THE LEVEL OF THE TRACK. A
 SA1201'STANDARD DISK, STAMPED B 239 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0435 ***********************************************************************
 TO0435  DESIGNATION -  B 24
 TO0435  PID         -  TO0435
 TO0435  STATE/COUNTY-  WA/STEVENS
 TO0435  USGS QUAD   -  ADDY (1992)
 TO0435
 TO0435                         *CURRENT SURVEY CONTROL
 TO0435  ___________________________________________________________________
 TO0435* NAD 83(1986)-  48 21 23.     (N)    117 50 15.     (W)     SCALED    
 TO0435* NAVD 88     -       499.891  (meters)    1640.06   (feet)  ADJUSTED  
 TO0435  ___________________________________________________________________
 TO0435  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 TO0435  DYNAMIC HT  -         499.955 (meters)    1640.27  (feet)  COMP
 TO0435  MODELED GRAV-     980,723.5   (mgal)                       NAVD 88
 TO0435
 TO0435  VERT ORDER  -  FIRST     CLASS II
 TO0435
 TO0435.The horizontal coordinates were scaled from a topographic map and have
 TO0435.an estimated accuracy of +/- 6 seconds.
 TO0435
 TO0435.The orthometric height was determined by differential leveling
 TO0435.and adjusted by the National Geodetic Survey in June 1991..
 TO0435
 TO0435.The geoid height was determined by GEOID03.
 TO0435
 TO0435.The dynamic height is computed by dividing the NAVD 88
 TO0435.geopotential number by the normal gravity value computed on the
 TO0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0435.degrees latitude (g = 980.6199 gals.).
 TO0435
 TO0435.The modeled gravity was interpolated from observed gravity values.
 TO0435
 TO0435;                    North         East    Units  Estimated Accuracy
 TO0435;SPC WA N     -   155,130.      721,950.      MT  (+/- 180 meters Scaled)
 TO0435
 TO0435                          SUPERSEDED SURVEY CONTROL
 TO0435
 TO0435  NGVD 29 (??/??/92)  498.679  (m)         1636.08   (f) ADJ UNCH    1 2
 TO0435
 TO0435.Superseded values are not recommended for survey control.
 TO0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0435.See file dsdata.txt to determine how the superseded data were derived.
 TO0435
 TO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP379562(NAD 83)
 TO0435_MARKER: DB = BENCH MARK DISK
 TO0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0435_SP_SET: WALL
 TO0435_STAMPING: B-24 1931
 TO0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0435
 TO0435  HISTORY     - Date     Condition        Report By
 TO0435  HISTORY     - 1931     MONUMENTED       CGS
 TO0435  HISTORY     - 1936     GOOD             NGS
 TO0435
 TO0435                          STATION DESCRIPTION
 TO0435
 TO0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 TO0435'IN ADDY DEPOT.
 TO0435'AT ADDY DEPOT, AT THE NORTHWEST CORNER OF LEAFS GARAGE, 2 FEET ABOVE
 TO0435'WALK IN CONCRETE WALL.  A STANDARD DISK SET VERTICALLY IN A CONCRETE
 TO0435'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1139 ***********************************************************************
 RB1139  DESIGNATION -  B 241
 RB1139  PID         -  RB1139
 RB1139  STATE/COUNTY-  WA/KLICKITAT
 RB1139  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1139
 RB1139                         *CURRENT SURVEY CONTROL
 RB1139  ___________________________________________________________________
 RB1139* NAD 83(1986)-  45 50 44.     (N)    119 55 08.     (W)     SCALED    
 RB1139* NAVD 88     -        98.369  (meters)     322.73   (feet)  ADJUSTED  
 RB1139  ___________________________________________________________________
 RB1139  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 RB1139  DYNAMIC HT  -          98.369 (meters)     322.73  (feet)  COMP
 RB1139  MODELED GRAV-     980,615.3   (mgal)                       NAVD 88
 RB1139
 RB1139  VERT ORDER  -  SECOND    CLASS 0
 RB1139
 RB1139.The horizontal coordinates were scaled from a topographic map and have
 RB1139.an estimated accuracy of +/- 6 seconds.
 RB1139
 RB1139.The orthometric height was determined by differential leveling
 RB1139.and adjusted by the National Geodetic Survey in June 1991..
 RB1139
 RB1139.The geoid height was determined by GEOID03.
 RB1139
 RB1139.The dynamic height is computed by dividing the NAVD 88
 RB1139.geopotential number by the normal gravity value computed on the
 RB1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1139.degrees latitude (g = 980.6199 gals.).
 RB1139
 RB1139.The modeled gravity was interpolated from observed gravity values.
 RB1139
 RB1139;                    North         East    Units  Estimated Accuracy
 RB1139;SPC WA S     -    57,100.      545,140.      MT  (+/- 180 meters Scaled)
 RB1139
 RB1139                          SUPERSEDED SURVEY CONTROL
 RB1139
 RB1139  NGVD 29 (??/??/92)   97.361  (m)          319.43   (f) ADJ UNCH    2 0
 RB1139
 RB1139.Superseded values are not recommended for survey control.
 RB1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1139.See file dsdata.txt to determine how the superseded data were derived.
 RB1139
 RB1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL733810(NAD 83)
 RB1139_MARKER: DB = BENCH MARK DISK
 RB1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB1139_STAMPING: B 241 1944
 RB1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1139+STABILITY: SURFACE MOTION
 RB1139
 RB1139  HISTORY     - Date     Condition        Report By
 RB1139  HISTORY     - 1944     MONUMENTED       CGS
 RB1139  HISTORY     - 19850716 MARK NOT FOUND   NGS
 RB1139
 RB1139                          STATION DESCRIPTION
 RB1139
 RB1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RB1139'1.1 MI N FROM ALDERDALE.
 RB1139'LOCATED 1.1 MILES NORTH ALONG THE ALDERDALE-MABTON ROAD FROM THE POST
 RB1139'OFFICE AT ALDERDALE, SET AT THE NORTHEAST END OF A CUT, ON THE WEST
 RB1139'SLOPE OF HILL, 19 FEET EAST OF CENTERLINE OF ROAD, 2.5 FEET SOUTH OF
 RB1139'REFERENCE POST, LEVEL WITH ROAD.  BENCH MARK DISK SET IN TOP OF
 RB1139'CONCRETE POST POURED IN THE FIELD AND PROJECTING 0.6 FOOT ABOVE THE
 RB1139'GROUND.
 RB1139
 RB1139                          STATION RECOVERY (1985)
 RB1139
 RB1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RB1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0053 ***********************************************************************
 TS0053  DESIGNATION -  B 242
 TS0053  PID         -  TS0053
 TS0053  STATE/COUNTY-  WA/CLALLAM
 TS0053  USGS QUAD   -  WEST OF PYSHT (1984)
 TS0053
 TS0053                         *CURRENT SURVEY CONTROL
 TS0053  ___________________________________________________________________
 TS0053* NAD 83(1986)-  48 11 22.     (N)    124 09 25.     (W)     SCALED    
 TS0053* NAVD 88     -        13.048  (meters)      42.81   (feet)  ADJUSTED  
 TS0053  ___________________________________________________________________
 TS0053  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 TS0053  DYNAMIC HT  -          13.052 (meters)      42.82  (feet)  COMP
 TS0053  MODELED GRAV-     980,875.2   (mgal)                       NAVD 88
 TS0053
 TS0053  VERT ORDER  -  FIRST     CLASS II
 TS0053
 TS0053.The horizontal coordinates were scaled from a topographic map and have
 TS0053.an estimated accuracy of +/- 6 seconds.
 TS0053
 TS0053.The orthometric height was determined by differential leveling
 TS0053.and adjusted by the National Geodetic Survey in June 1991..
 TS0053
 TS0053.The geoid height was determined by GEOID03.
 TS0053
 TS0053.The dynamic height is computed by dividing the NAVD 88
 TS0053.geopotential number by the normal gravity value computed on the
 TS0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0053.degrees latitude (g = 980.6199 gals.).
 TS0053
 TS0053.The modeled gravity was interpolated from observed gravity values.
 TS0053
 TS0053;                    North         East    Units  Estimated Accuracy
 TS0053;SPC WA N     -   137,580.      252,980.      MT  (+/- 180 meters Scaled)
 TS0053
 TS0053                          SUPERSEDED SURVEY CONTROL
 TS0053
 TS0053  NGVD 29 (??/??/92)   11.296  (m)           37.06   (f) ADJ UNCH    1 2
 TS0053
 TS0053.Superseded values are not recommended for survey control.
 TS0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0053.See file dsdata.txt to determine how the superseded data were derived.
 TS0053
 TS0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU140380(NAD 83)
 TS0053_MARKER: DB = BENCH MARK DISK
 TS0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TS0053_SP_SET: BRIDGE
 TS0053_STAMPING: B 242
 TS0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TS0053
 TS0053  HISTORY     - Date     Condition        Report By
 TS0053  HISTORY     - UNK      MONUMENTED       CGS
 TS0053  HISTORY     - 1956     GOOD             NGS
 TS0053  HISTORY     - 1974     MARK NOT FOUND   NGS
 TS0053
 TS0053                          STATION DESCRIPTION
 TS0053
 TS0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TS0053'2.15 MI W FROM PYSHT.
 TS0053'LOCATED ALONG STATE HIGHWAY 9A FROM THE FOUR-CORNERED INTERSECTION IN
 TS0053'PYSHT ON THE NORTHWEST CORNER OF THE PYSHT RIVER BRIDGE.  NOTE-- IN
 TS0053'1956 USGS REPORTED THAT THE BRIDGE MENTIONED IN THE DESCRIPTION HAS
 TS0053'BEEN DISMANTLED, BUT THE CONCRETE PIERS REMAIN INTACT.  THE TABLET WAS
 TS0053'FOUND AND ELEVATION IS GOOD.  THESE PIERS ARE 83 FEET NORTH OF THE NEW
 TS0053'BRIDGE.
 TS0053
 TS0053                          STATION RECOVERY (1974)
 TS0053
 TS0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TS0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0040 ***********************************************************************
 TS0040  DESIGNATION -  B 243
 TS0040  PID         -  TS0040
 TS0040  STATE/COUNTY-  WA/CLALLAM
 TS0040  USGS QUAD   -  WEST OF PYSHT (1984)
 TS0040
 TS0040                         *CURRENT SURVEY CONTROL
 TS0040  ___________________________________________________________________
 TS0040* NAD 83(1986)-  48 09 24.     (N)    124 13 13.     (W)     SCALED    
 TS0040* NAVD 88     -        93.310  (meters)     306.13   (feet)  ADJUSTED  
 TS0040  ___________________________________________________________________
 TS0040  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 TS0040  DYNAMIC HT  -          93.332 (meters)     306.21  (feet)  COMP
 TS0040  MODELED GRAV-     980,844.9   (mgal)                       NAVD 88
 TS0040
 TS0040  VERT ORDER  -  FIRST     CLASS II
 TS0040
 TS0040.The horizontal coordinates were scaled from a topographic map and have
 TS0040.an estimated accuracy of +/- 6 seconds.
 TS0040
 TS0040.The orthometric height was determined by differential leveling
 TS0040.and adjusted by the National Geodetic Survey in June 1991..
 TS0040
 TS0040.The geoid height was determined by GEOID03.
 TS0040
 TS0040.The dynamic height is computed by dividing the NAVD 88
 TS0040.geopotential number by the normal gravity value computed on the
 TS0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0040.degrees latitude (g = 980.6199 gals.).
 TS0040
 TS0040.The modeled gravity was interpolated from observed gravity values.
 TS0040
 TS0040;                    North         East    Units  Estimated Accuracy
 TS0040;SPC WA N     -   134,150.      248,110.      MT  (+/- 180 meters Scaled)
 TS0040
 TS0040                          SUPERSEDED SURVEY CONTROL
 TS0040
 TS0040  NGVD 29 (??/??/92)   92.187  (m)          302.45   (f) ADJ UNCH    1 2
 TS0040
 TS0040.Superseded values are not recommended for survey control.
 TS0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0040.See file dsdata.txt to determine how the superseded data were derived.
 TS0040
 TS0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU092344(NAD 83)
 TS0040_MARKER: DB = BENCH MARK DISK
 TS0040_SETTING: 0 = UNSPECIFIED SETTING
 TS0040_STAMPING: B 243 1942
 TS0040_MARK LOGO: CGS   
 TS0040_MAGNETIC: N = NO MAGNETIC MATERIAL
 TS0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0040
 TS0040  HISTORY     - Date     Condition        Report By
 TS0040  HISTORY     - 1942     MONUMENTED       CGS
 TS0040  HISTORY     - 1974     MARK NOT FOUND   NGS
 TS0040  HISTORY     - 19950601 GOOD             WADT
 TS0040
 TS0040                          STATION DESCRIPTION
 TS0040
 TS0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TS0040'7.05 MI SW FROM PYSHT.
 TS0040'LOCATED 5.4 MILES WEST ALONG STATE HIGHWAY 9A FROM THE FOUR-CORNERED
 TS0040'INTERSECTION TO THE INTERSECTION OF NEAH BAY COUNTY ROAD AND STATE
 TS0040'HIGHWAY 9A, 1.65 MILES SOUTH ALONG STATE HIGHWAY 9A, 126 FEET
 TS0040'SOUTHWEST OF A CURVE WHICH IS ON A FILL OVER A DEEP GULCH, 54 FEET
 TS0040'SOUTHWEST OF A TELEPHONE POLE NO. 1611, AND 21 FEET NORTHWEST OF THE
 TS0040'CENTERLINE OF THE HIGHWAY.  A USBM WITNESS POST IS NEAR THE MARK.
 TS0040'NOTE-- EARTH REMOVAL IN AREA.
 TS0040
 TS0040                          STATION RECOVERY (1974)
 TS0040
 TS0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TS0040'MARK NOT FOUND.
 TS0040
 TS0040                          STATION RECOVERY (1995)
 TS0040
 TS0040'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 TS0040'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0024 ***********************************************************************
 SB0024  DESIGNATION -  B 244
 SB0024  PID         -  SB0024
 SB0024  STATE/COUNTY-  WA/KITTITAS
 SB0024  USGS QUAD   -  POMONA (1985)
 SB0024
 SB0024                         *CURRENT SURVEY CONTROL
 SB0024  ___________________________________________________________________
 SB0024* NAD 83(1986)-  46 44 56.     (N)    120 27 59.     (W)     SCALED    
 SB0024* NAVD 88     -       374.613  (meters)    1229.04   (feet)  ADJUSTED  
 SB0024  ___________________________________________________________________
 SB0024  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 SB0024  DYNAMIC HT  -         374.614 (meters)    1229.05  (feet)  COMP
 SB0024  MODELED GRAV-     980,607.9   (mgal)                       NAVD 88
 SB0024
 SB0024  VERT ORDER  -  FIRST     CLASS II
 SB0024
 SB0024.The horizontal coordinates were scaled from a topographic map and have
 SB0024.an estimated accuracy of +/- 6 seconds.
 SB0024
 SB0024.The orthometric height was determined by differential leveling
 SB0024.and adjusted by the National Geodetic Survey in June 1991..
 SB0024.WARNING-Repeat measurements at this control monument indicate possible
 SB0024.vertical movement.
 SB0024
 SB0024.The geoid height was determined by GEOID03.
 SB0024
 SB0024.The dynamic height is computed by dividing the NAVD 88
 SB0024.geopotential number by the normal gravity value computed on the
 SB0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0024.degrees latitude (g = 980.6199 gals.).
 SB0024
 SB0024.The modeled gravity was interpolated from observed gravity values.
 SB0024
 SB0024;                    North         East    Units  Estimated Accuracy
 SB0024;SPC WA S     -   157,340.      502,570.      MT  (+/- 180 meters Scaled)
 SB0024
 SB0024                          SUPERSEDED SURVEY CONTROL
 SB0024
 SB0024  NGVD 29 (??/??/92)  373.536  (m)         1225.51   (f) ADJ UNCH    1 2
 SB0024
 SB0024.Superseded values are not recommended for survey control.
 SB0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0024.See file dsdata.txt to determine how the superseded data were derived.
 SB0024
 SB0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS935803(NAD 83)
 SB0024_MARKER: DB = BENCH MARK DISK
 SB0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0024_SP_SET: CURB
 SB0024_STAMPING: B 244 1944
 SB0024_MARK LOGO: CGS   
 SB0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0024
 SB0024  HISTORY     - Date     Condition        Report By
 SB0024  HISTORY     - 1944     MONUMENTED       CGS
 SB0024  HISTORY     - 1982     GOOD             NGS
 SB0024  HISTORY     - 1990     GOOD             USPSQD
 SB0024
 SB0024                          STATION DESCRIPTION
 SB0024
 SB0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SB0024'7.4 MI S FROM WYMER.
 SB0024'7.4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0024'WYMER, KITTITAS COUNTY, 183 FEET EAST OF THE TRACK, AT A U.S. BUREAU
 SB0024'OF RECLAMATION DAM ACROSS YAKIMA RIVER, AND IN THE TOP OF THE WEST END
 SB0024'OF THE CURB ALONG THE SOUTH SIDE OF THE DRIVEWAY ACROSS THE DAM. A
 SB0024'STANDARD DISK, STAMPED B 244 1944.
 SB0024
 SB0024                          STATION RECOVERY (1982)
 SB0024
 SB0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0024'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0024'2.6 KM (1.6 MI) NORTH ALONG NORTH FIRST STREET FROM THE COURTHOUSE AT
 SB0024'YAKIMA, THENCE 7.3 KM (4.55 MI) NORTH ALONG INTERSTATE 82, THENCE 9.85
 SB0024'KM (6.1 MI) NORTH ALONG STATE HIGHWAY 821, THENCE 1.05 KM (0.65 MI)
 SB0024'SOUTHWEST ALONG A DIRT ROAD TO THE ROZA DAM, IN TOP OF AND 0.3 METER
 SB0024'(1 FT) EAST OF THE WEST END OF THE SOUTH CURB FOR THE CONCRETE BRIDGE
 SB0024'OVER THE ROZA CANAL, 0.3 METER (1 FT) SOUTH OF THE NORTH EDGE OF THE
 SB0024'CURB.
 SB0024'THE MARK IS 0.3 M ABOVE THE ROAD.
 SB0024
 SB0024                          STATION RECOVERY (1990)
 SB0024
 SB0024'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0031 ***********************************************************************
 SB0031  DESIGNATION -  B 245
 SB0031  PID         -  SB0031
 SB0031  STATE/COUNTY-  WA/YAKIMA
 SB0031  USGS QUAD   -  POMONA (1985)
 SB0031
 SB0031                         *CURRENT SURVEY CONTROL
 SB0031  ___________________________________________________________________
 SB0031* NAD 83(1986)-  46 42 38.     (N)    120 28 05.     (W)     SCALED    
 SB0031* NAVD 88     -       355.948  (meters)    1167.81   (feet)  ADJUSTED  
 SB0031  ___________________________________________________________________
 SB0031  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 SB0031  DYNAMIC HT  -         355.952 (meters)    1167.82  (feet)  COMP
 SB0031  MODELED GRAV-     980,614.2   (mgal)                       NAVD 88
 SB0031
 SB0031  VERT ORDER  -  FIRST     CLASS II
 SB0031
 SB0031.The horizontal coordinates were scaled from a topographic map and have
 SB0031.an estimated accuracy of +/- 6 seconds.
 SB0031
 SB0031.The orthometric height was determined by differential leveling
 SB0031.and adjusted by the National Geodetic Survey in June 1991..
 SB0031
 SB0031.The geoid height was determined by GEOID03.
 SB0031
 SB0031.The dynamic height is computed by dividing the NAVD 88
 SB0031.geopotential number by the normal gravity value computed on the
 SB0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0031.degrees latitude (g = 980.6199 gals.).
 SB0031
 SB0031.The modeled gravity was interpolated from observed gravity values.
 SB0031
 SB0031;                    North         East    Units  Estimated Accuracy
 SB0031;SPC WA S     -   153,080.      502,440.      MT  (+/- 180 meters Scaled)
 SB0031
 SB0031                          SUPERSEDED SURVEY CONTROL
 SB0031
 SB0031  NGVD 29 (??/??/92)  354.871  (m)         1164.27   (f) ADJ UNCH    1 2
 SB0031
 SB0031.Superseded values are not recommended for survey control.
 SB0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0031.See file dsdata.txt to determine how the superseded data were derived.
 SB0031
 SB0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS935761(NAD 83)
 SB0031_MARKER: DB = BENCH MARK DISK
 SB0031_SETTING: 0 = UNSPECIFIED SETTING
 SB0031_STAMPING: B 245 1944
 SB0031_MARK LOGO: CGS   
 SB0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0031
 SB0031  HISTORY     - Date     Condition        Report By
 SB0031  HISTORY     - 1944     MONUMENTED       CGS
 SB0031  HISTORY     - 1962     GOOD             NGS
 SB0031  HISTORY     - 1982     GOOD             NGS
 SB0031  HISTORY     - 1990     GOOD             USPSQD
 SB0031
 SB0031                          STATION DESCRIPTION
 SB0031
 SB0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0031'5.3 MI NE FROM SELAH.
 SB0031'5.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0031'STATION AT SELAH, YAKIMA COUNTY, 31.5 FEET EAST ACROSS THE TRACK FROM
 SB0031'MILEPOST 99, 42.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 8 FEET
 SB0031'SOUTHWEST OF POLE 1681 L 28, AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 SB0031'POST.  A STANDARD DISK, STAMPED B 245 1944.
 SB0031
 SB0031                          STATION RECOVERY (1982)
 SB0031
 SB0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0031'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0031'2.6 KM (1.6 MI) NORTH ALONG NORTH FIRST STREET FROM THE COURTHOUSE AT
 SB0031'YAKIMA, THENCE 7.3 KM (4.55 MI) NORTH ALONG INTERSTATE 82, THENCE 4.05
 SB0031'KM (2.55 MI) NORTH ALONG STATE HIGHWAY 821, THENCE 0.16 KM (0.1 MI)
 SB0031'WEST-NORTHWEST ALONG A PRIVATE DRIVE, ON THE BURLINGTON NORTHERN
 SB0031'RAILROAD RIGHT OF WAY, 9.75 METERS (32 FT) SOUTHEAST OF MILEPOST 99,
 SB0031'12.9 METERS (42.5 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 79.3 METERS
 SB0031'(260 FT) SOUTHWEST OF THE WEST CORNER OF A 10 BY 50 FOOT MOBILE HOME.
 SB0031'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 SB0031'THE MARK IS 0.5 M BELOW THE TRACKS.
 SB0031
 SB0031                          STATION RECOVERY (1990)
 SB0031
 SB0031'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0465 ***********************************************************************
 SX0465  DESIGNATION -  B 246
 SX0465  PID         -  SX0465
 SX0465  STATE/COUNTY-  WA/KITTITAS
 SX0465  USGS QUAD   -  THORP (1978)
 SX0465
 SX0465                         *CURRENT SURVEY CONTROL
 SX0465  ___________________________________________________________________
 SX0465* NAD 83(1986)-  47 06 12.     (N)    120 43 16.     (W)     SCALED    
 SX0465* NAVD 88     -       522.866  (meters)    1715.44   (feet)  ADJUSTED  
 SX0465  ___________________________________________________________________
 SX0465  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 SX0465  DYNAMIC HT  -         522.867 (meters)    1715.44  (feet)  COMP
 SX0465  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 SX0465
 SX0465  VERT ORDER  -  FIRST     CLASS II
 SX0465
 SX0465.The horizontal coordinates were scaled from a topographic map and have
 SX0465.an estimated accuracy of +/- 6 seconds.
 SX0465
 SX0465.The orthometric height was determined by differential leveling
 SX0465.and adjusted by the National Geodetic Survey in June 1991..
 SX0465
 SX0465.The geoid height was determined by GEOID03.
 SX0465
 SX0465.The dynamic height is computed by dividing the NAVD 88
 SX0465.geopotential number by the normal gravity value computed on the
 SX0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0465.degrees latitude (g = 980.6199 gals.).
 SX0465
 SX0465.The modeled gravity was interpolated from observed gravity values.
 SX0465
 SX0465;                    North         East    Units  Estimated Accuracy
 SX0465;SPC WA S     -   196,760.      483,220.      MT  (+/- 180 meters Scaled)
 SX0465
 SX0465                          SUPERSEDED SURVEY CONTROL
 SX0465
 SX0465  NGVD 29 (??/??/92)  521.741  (m)         1711.75   (f) ADJ UNCH    1 2
 SX0465
 SX0465.Superseded values are not recommended for survey control.
 SX0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0465.See file dsdata.txt to determine how the superseded data were derived.
 SX0465
 SX0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT729191(NAD 83)
 SX0465_MARKER: DB = BENCH MARK DISK
 SX0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0465_STAMPING: B 246 1944
 SX0465_MARK LOGO: CGS   
 SX0465_PROJECTION: PROJECTING 12 CENTIMETERS
 SX0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0465+STABILITY: SURFACE MOTION
 SX0465
 SX0465  HISTORY     - Date     Condition        Report By
 SX0465  HISTORY     - 1944     MONUMENTED       CGS
 SX0465  HISTORY     - 1982     GOOD             NGS
 SX0465  HISTORY     - 1987     GOOD             USPSQD
 SX0465
 SX0465                          STATION DESCRIPTION
 SX0465
 SX0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0465'3.3 MI NW FROM THORP.
 SX0465'3.3 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0465'STATION AT THORP, KITTITAS COUNTY, 61.6 FEET WEST OF MILEPOST 11, 45
 SX0465'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 27.4 FEET NORTHEAST OF THE
 SX0465'RIGHT-OF-WAY FENCE, AND 2.9 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 SX0465'POST.  A STANDARD DISK, STAMPED B 246 1944 AND SET IN THE TOP OF A
 SX0465'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 SX0465
 SX0465                          STATION RECOVERY (1982)
 SX0465
 SX0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0465'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SX0465'5.5 KM (3.45 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SX0465'THE CROSSING AT SECOND STREET IN THORP, 0.08 KM (0.05 MI) NORTHWEST OF
 SX0465'SEMIPHORE 10.8, 13.7 METERS (45 FT) SOUTHWEST OF THE SOUTHWEST RAIL,
 SX0465'20.0 METERS (61.5 FT) WEST ACROSS THE TRACKS FROM MILEPOST 11, 14.2
 SX0465'METERS (46.5 FT) SOUTHEAST OF A TELEGRAPH POLE, 8.3 METERS (27.5 FT)
 SX0465'NORTHEAST OF THE RIGHT OF WAY FENCE, 7.0 METERS (23 FT) SOUTHWEST OF A
 SX0465'RAILROAD SERVICE ROAD.
 SX0465'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 SX0465'THE MARK IS 0.6 M BELOW THE TRACKS.
 SX0465
 SX0465                          STATION RECOVERY (1987)
 SX0465
 SX0465'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0370 ***********************************************************************
 SX0370  DESIGNATION -  B 247
 SX0370  PID         -  SX0370
 SX0370  STATE/COUNTY-  WA/KITTITAS
 SX0370  USGS QUAD   -  TEANAWAY (1985)
 SX0370
 SX0370                         *CURRENT SURVEY CONTROL
 SX0370  ___________________________________________________________________
 SX0370* NAD 83(1986)-  47 11 16.     (N)    120 49 12.     (W)     SCALED    
 SX0370* NAVD 88     -       572.434  (meters)    1878.06   (feet)  ADJUSTED  
 SX0370  ___________________________________________________________________
 SX0370  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 SX0370  DYNAMIC HT  -         572.444 (meters)    1878.09  (feet)  COMP
 SX0370  MODELED GRAV-     980,613.2   (mgal)                       NAVD 88
 SX0370
 SX0370  VERT ORDER  -  FIRST     CLASS II
 SX0370
 SX0370.The horizontal coordinates were scaled from a topographic map and have
 SX0370.an estimated accuracy of +/- 6 seconds.
 SX0370
 SX0370.The orthometric height was determined by differential leveling
 SX0370.and adjusted by the National Geodetic Survey in June 1991..
 SX0370
 SX0370.The geoid height was determined by GEOID03.
 SX0370
 SX0370.The dynamic height is computed by dividing the NAVD 88
 SX0370.geopotential number by the normal gravity value computed on the
 SX0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0370.degrees latitude (g = 980.6199 gals.).
 SX0370
 SX0370.The modeled gravity was interpolated from observed gravity values.
 SX0370
 SX0370;                    North         East    Units  Estimated Accuracy
 SX0370;SPC WA S     -   206,180.      475,750.      MT  (+/- 180 meters Scaled)
 SX0370
 SX0370                          SUPERSEDED SURVEY CONTROL
 SX0370
 SX0370  NGVD 29 (??/??/92)  571.30   (m)         1874.3    (f) COMPUTED    1 2
 SX0370
 SX0370.Superseded values are not recommended for survey control.
 SX0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0370.See file dsdata.txt to determine how the superseded data were derived.
 SX0370
 SX0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT651283(NAD 83)
 SX0370_MARKER: DB = BENCH MARK DISK
 SX0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0370_STAMPING: B 247 1944
 SX0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0370+STABILITY: SURFACE MOTION
 SX0370
 SX0370  HISTORY     - Date     Condition        Report By
 SX0370  HISTORY     - 1944     MONUMENTED       CGS
 SX0370  HISTORY     - 1958     MARK NOT FOUND   USGS
 SX0370
 SX0370                          STATION DESCRIPTION
 SX0370
 SX0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0370'6.2 MI E FROM CLE ELUM.
 SX0370'4.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0370'STATION AT CLE ELUM, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY NO. 97,
 SX0370'SET AT A CROSS ROADS, 34.5 FEET NORTHWEST OF THE CENTER-LINE OF THE
 SX0370'HIGHWAY, 11 FEET NORTHEAST OF CENTER-LINE OF SIDE ROAD LEADING
 SX0370'NORTHWEST INTO FIELD, 4 FEET EAST OF THE NORTHEAST GATE POST, 2.4 FEET
 SX0370'SOUTHEAST OF FENCE, 3 FEET SOUTHWEST OF REFERENCE POST.  BENCH MARK
 SX0370'DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND PROJECTING
 SX0370'ABOUT 0.4 FOOT ABOVE THE GROUND.  NOTE-- HWY WIDENED BM PROBABLY DEST.
 SX0370
 SX0370                          STATION RECOVERY (1958)
 SX0370
 SX0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 SX0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0701 ***********************************************************************
 SX0701  DESIGNATION -  B 248
 SX0701  PID         -  SX0701
 SX0701  STATE/COUNTY-  WA/KING
 SX0701  USGS QUAD   -  LOST LAKE (1989)
 SX0701
 SX0701                         *CURRENT SURVEY CONTROL
 SX0701  ___________________________________________________________________
 SX0701* NAD 83(1986)-  47 15 30.     (N)    121 22 41.     (W)     SCALED    
 SX0701* NAVD 88     -       772.240  (meters)    2533.59   (feet)  ADJUSTED  
 SX0701  ___________________________________________________________________
 SX0701  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 SX0701  DYNAMIC HT  -         772.211 (meters)    2533.50  (feet)  COMP
 SX0701  MODELED GRAV-     980,551.0   (mgal)                       NAVD 88
 SX0701
 SX0701  VERT ORDER  -  FIRST     CLASS II
 SX0701
 SX0701.The horizontal coordinates were scaled from a topographic map and have
 SX0701.an estimated accuracy of +/- 6 seconds.
 SX0701
 SX0701.The orthometric height was determined by differential leveling
 SX0701.and adjusted by the National Geodetic Survey in June 1991..
 SX0701
 SX0701.The geoid height was determined by GEOID03.
 SX0701
 SX0701.The dynamic height is computed by dividing the NAVD 88
 SX0701.geopotential number by the normal gravity value computed on the
 SX0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0701.degrees latitude (g = 980.6199 gals.).
 SX0701
 SX0701.The modeled gravity was interpolated from observed gravity values.
 SX0701
 SX0701;                    North         East    Units  Estimated Accuracy
 SX0701;SPC WA N     -    28,870.      458,770.      MT  (+/- 180 meters Scaled)
 SX0701
 SX0701                          SUPERSEDED SURVEY CONTROL
 SX0701
 SX0701  NGVD 29 (??/??/92)  771.035  (m)         2529.64   (f) ADJ UNCH    1 2
 SX0701
 SX0701.Superseded values are not recommended for survey control.
 SX0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0701.See file dsdata.txt to determine how the superseded data were derived.
 SX0701
 SX0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT227351(NAD 83)
 SX0701_MARKER: DB = BENCH MARK DISK
 SX0701_SETTING: 66 = SET IN ROCK OUTCROP
 SX0701_SP_SET: ROCK OUTCROP
 SX0701_STAMPING: B 248 1944
 SX0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0701+STABILITY: POSITION/ELEVATION WELL
 SX0701
 SX0701  HISTORY     - Date     Condition        Report By
 SX0701  HISTORY     - 1944     MONUMENTED       CGS
 SX0701
 SX0701                          STATION DESCRIPTION
 SX0701
 SX0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0701'2.3 MI SW FROM STAMPEDE TUNNEL.
 SX0701'2.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0701'SOUTHWEST END OF STAMPEDE TUNNEL, KING COUNTY, 0.2 MILE NORTHEAST OF
 SX0701'TUNNEL NO. 6, 4-1/2 RAILS NORTHEAST OF MILEPOST 51, AT THE NORTHEAST
 SX0701'END OF A ROCK CUT, 1-1/2 RAILS SOUTHWEST OF THE NORTHEAST END OF THE
 SX0701'CUT, 8.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK,
 SX0701'IN THE TOP OF A ROCK OUTCROP, AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 SX0701'A STANDARD DISK, STAMPED B 248 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0783 ***********************************************************************
 SX0783  DESIGNATION -  B 249
 SX0783  PID         -  SX0783
 SX0783  STATE/COUNTY-  WA/KING
 SX0783  USGS QUAD   -  GREENWATER (1986)
 SX0783
 SX0783                         *CURRENT SURVEY CONTROL
 SX0783  ___________________________________________________________________
 SX0783* NAD 83(1986)-  47 13 49.     (N)    121 40 49.     (W)     SCALED    
 SX0783* NAVD 88     -       385.948  (meters)    1266.23   (feet)  ADJUSTED  
 SX0783  ___________________________________________________________________
 SX0783  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 SX0783  DYNAMIC HT  -         385.944 (meters)    1266.22  (feet)  COMP
 SX0783  MODELED GRAV-     980,591.6   (mgal)                       NAVD 88
 SX0783
 SX0783  VERT ORDER  -  FIRST     CLASS II
 SX0783
 SX0783.The horizontal coordinates were scaled from a topographic map and have
 SX0783.an estimated accuracy of +/- 6 seconds.
 SX0783
 SX0783.The orthometric height was determined by differential leveling
 SX0783.and adjusted by the National Geodetic Survey in June 1991..
 SX0783
 SX0783.The geoid height was determined by GEOID03.
 SX0783
 SX0783.The dynamic height is computed by dividing the NAVD 88
 SX0783.geopotential number by the normal gravity value computed on the
 SX0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0783.degrees latitude (g = 980.6199 gals.).
 SX0783
 SX0783.The modeled gravity was interpolated from observed gravity values.
 SX0783
 SX0783;                    North         East    Units  Estimated Accuracy
 SX0783;SPC WA N     -    25,960.      435,860.      MT  (+/- 180 meters Scaled)
 SX0783
 SX0783                          SUPERSEDED SURVEY CONTROL
 SX0783
 SX0783  NGVD 29 (??/??/92)  384.799  (m)         1262.46   (f) ADJ UNCH    1 2
 SX0783
 SX0783.Superseded values are not recommended for survey control.
 SX0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0783.See file dsdata.txt to determine how the superseded data were derived.
 SX0783
 SX0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET999315(NAD 83)
 SX0783_MARKER: DB = BENCH MARK DISK
 SX0783_SETTING: 80 = SET IN A BOULDER
 SX0783_STAMPING: B 249 1944
 SX0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0783+STABILITY: SURFACE MOTION
 SX0783
 SX0783  HISTORY     - Date     Condition        Report By
 SX0783  HISTORY     - 1944     MONUMENTED       CGS
 SX0783
 SX0783                          STATION DESCRIPTION
 SX0783
 SX0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0783'1.8 MI E FROM HUMPHREY.
 SX0783'1.8 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SX0783'HUMPHREY, KING COUNTY, 144 FEET NORTHWEST OF MILEPOST 69, 17 FEET
 SX0783'NORTHEAST OF THE NORTHEAST RAIL, IN THE FACE OF A ROCK BOULDER, AND 2
 SX0783'FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED B 249
 SX0783'1944 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0943 ***********************************************************************
 SV0943  DESIGNATION -  B 25
 SV0943  PID         -  SV0943
 SV0943  STATE/COUNTY-  WA/SPOKANE
 SV0943  USGS QUAD   -  CLAYTON (1973)
 SV0943
 SV0943                         *CURRENT SURVEY CONTROL
 SV0943  ___________________________________________________________________
 SV0943* NAD 83(1986)-  47 58 27.     (N)    117 30 59.     (W)     SCALED    
 SV0943* NAVD 88     -       669.566  (meters)    2196.73   (feet)  ADJUSTED  
 SV0943  ___________________________________________________________________
 SV0943  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SV0943  DYNAMIC HT  -         669.619 (meters)    2196.91  (feet)  COMP
 SV0943  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 SV0943
 SV0943  VERT ORDER  -  FIRST     CLASS II
 SV0943
 SV0943.The horizontal coordinates were scaled from a topographic map and have
 SV0943.an estimated accuracy of +/- 6 seconds.
 SV0943
 SV0943.The orthometric height was determined by differential leveling
 SV0943.and adjusted by the National Geodetic Survey in June 1991..
 SV0943
 SV0943.The geoid height was determined by GEOID03.
 SV0943
 SV0943.The dynamic height is computed by dividing the NAVD 88
 SV0943.geopotential number by the normal gravity value computed on the
 SV0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0943.degrees latitude (g = 980.6199 gals.).
 SV0943
 SV0943.The modeled gravity was interpolated from observed gravity values.
 SV0943
 SV0943;                    North         East    Units  Estimated Accuracy
 SV0943;SPC WA N     -   113,650.      747,560.      MT  (+/- 180 meters Scaled)
 SV0943
 SV0943                          SUPERSEDED SURVEY CONTROL
 SV0943
 SV0943  NGVD 29 (??/??/92)  668.379  (m)         2192.84   (f) ADJ UNCH    1 2
 SV0943
 SV0943.Superseded values are not recommended for survey control.
 SV0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0943.See file dsdata.txt to determine how the superseded data were derived.
 SV0943
 SV0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP614135(NAD 83)
 SV0943_MARKER: DB = BENCH MARK DISK
 SV0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0943_STAMPING: B-25 1931
 SV0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0943+STABILITY: SURFACE MOTION
 SV0943
 SV0943  HISTORY     - Date     Condition        Report By
 SV0943  HISTORY     - 1931     MONUMENTED       CGS
 SV0943  HISTORY     - 1973     MARK NOT FOUND   USGS
 SV0943
 SV0943                          STATION DESCRIPTION
 SV0943
 SV0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SV0943'2.6 MI S FROM CLAYTON.
 SV0943'2.6 MILES SOUTH OF CLAYTON ALONG THE GT. NORTHERN RY., 69 FEET SOUTH
 SV0943'OF MILE POST 29, 18 FEET SOUTH OF TRACK, 60 FEET NORTH OF U.S. HIWAY
 SV0943'NO. 395.
 SV0943
 SV0943                          STATION RECOVERY (1973)
 SV0943
 SV0943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1223 ***********************************************************************
 TR1223  DESIGNATION -  B 25 PLUS 19.4 USE 1939
 TR1223  PID         -  TR1223
 TR1223  STATE/COUNTY-  WA/SKAGIT
 TR1223  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1223
 TR1223                         *CURRENT SURVEY CONTROL
 TR1223  ___________________________________________________________________
 TR1223* NAD 83(1991)-  48 27 03.85423(N)    122 30 46.91109(W)     ADJUSTED  
 TR1223* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1223  ___________________________________________________________________
 TR1223  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 TR1223  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 TR1223
 TR1223  HORZ ORDER  -  THIRD
 TR1223
 TR1223.The horizontal coordinates were established by classical geodetic methods
 TR1223.and adjusted by the National Geodetic Survey in December 1991..
 TR1223
 TR1223.The orthometric height was scaled from a topographic map.
 TR1223
 TR1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1223
 TR1223.The geoid height was determined by GEOID03.
 TR1223
 TR1223;                    North         East     Units Scale Factor Converg.
 TR1223;SPC WA N     -   162,691.844   375,763.505   MT  0.99995914   -1 15 02.0
 TR1223;SPC WA N     -   533,764.82  1,232,817.43   sFT  0.99995914   -1 15 02.0
 TR1223;UTM  10      - 5,366,551.347   536,007.867   MT  0.99961593   +0 21 52.0
 TR1223
 TR1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1223!SPC WA N     -   1.00000311  x   0.99995914  =   0.99996225
 TR1223!UTM  10      -   1.00000311  x   0.99961593  =   0.99961903
 TR1223
 TR1223                          SUPERSEDED SURVEY CONTROL
 TR1223
 TR1223  NAD 83(1986)-  48 27 03.85708(N)    122 30 46.91753(W) AD(       ) 3
 TR1223  NAD 27      -  48 27 04.47900(N)    122 30 42.31200(W) AD(       ) 3
 TR1223
 TR1223.Superseded values are not recommended for survey control.
 TR1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1223.See file dsdata.txt to determine how the superseded data were derived.
 TR1223
 TR1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3600866551(NAD 83)
 TR1223_MARKER: Z = SEE DESCRIPTION
 TR1223_SETTING: 0 = UNSPECIFIED SETTING
 TR1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1223
 TR1223  HISTORY     - Date     Condition        Report By
 TR1223  HISTORY     - 1939     MONUMENTED       USE
 TR1223  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1223
 TR1223                          STATION DESCRIPTION
 TR1223
 TR1223'DESCRIBED BY US ENGINEERS 1939 (RWK)
 TR1223'ON THE E SIDE OF SWINOMISH SLOUGH, ABOUT 460 METERS S OF THE
 TR1223'HIGHWAY BRIDGE (STATE 1 HIGHWAY), AT A MODERATE BEND IN THE DIKE,
 TR1223'A U.S.E. STANDARD DISK SET IN A LENGTH OF 4-INCH PIPE FLUSH WITH
 TR1223'THE TOP OF THE DIKE.
 TR1223
 TR1223                          STATION RECOVERY (1960)
 TR1223
 TR1223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1223'THE STATION WAS NOT RECOVERED.
 TR1223'
 TR1223'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT NO TRACE OF A
 TR1223'MARK WAS FOUND.  SWINOMISH CHANNEL DIKE HAS BEEN RAISED AND IT IS
 TR1223'POSSIBLE THAT THE MARK HAS BEEN COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0818 ***********************************************************************
 SA0818  DESIGNATION -  B 250
 SA0818  PID         -  SA0818
 SA0818  STATE/COUNTY-  WA/FRANKLIN
 SA0818  USGS QUAD   -  GLADE (1992)
 SA0818
 SA0818                         *CURRENT SURVEY CONTROL
 SA0818  ___________________________________________________________________
 SA0818* NAD 83(1986)-  46 20 37.     (N)    119 06 18.     (W)     SCALED    
 SA0818* NAVD 88     -       153.420  (meters)     503.35   (feet)  ADJUSTED  
 SA0818  ___________________________________________________________________
 SA0818  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA0818  DYNAMIC HT  -         153.425 (meters)     503.36  (feet)  COMP
 SA0818  MODELED GRAV-     980,644.5   (mgal)                       NAVD 88
 SA0818
 SA0818  VERT ORDER  -  FIRST     CLASS II
 SA0818
 SA0818.The horizontal coordinates were scaled from a topographic map and have
 SA0818.an estimated accuracy of +/- 6 seconds.
 SA0818
 SA0818.The orthometric height was determined by differential leveling
 SA0818.and adjusted by the National Geodetic Survey in June 1991..
 SA0818
 SA0818.The geoid height was determined by GEOID03.
 SA0818
 SA0818.The dynamic height is computed by dividing the NAVD 88
 SA0818.geopotential number by the normal gravity value computed on the
 SA0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0818.degrees latitude (g = 980.6199 gals.).
 SA0818
 SA0818.The modeled gravity was interpolated from observed gravity values.
 SA0818
 SA0818;                    North         East    Units  Estimated Accuracy
 SA0818;SPC WA S     -   113,240.      607,380.      MT  (+/- 180 meters Scaled)
 SA0818
 SA0818                          SUPERSEDED SURVEY CONTROL
 SA0818
 SA0818  NGVD 29 (??/??/92)  152.390  (m)          499.97   (f) ADJ UNCH    1 2
 SA0818
 SA0818.Superseded values are not recommended for survey control.
 SA0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0818.See file dsdata.txt to determine how the superseded data were derived.
 SA0818
 SA0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM380343(NAD 83)
 SA0818_MARKER: DB = BENCH MARK DISK
 SA0818_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SA0818+WITH SETTING: PAVEMENT
 SA0818_SP_SET: SIGNAL BASE
 SA0818_STAMPING: B 250 1944
 SA0818_MARK LOGO: CGS   
 SA0818_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0818+STABILITY: SURFACE MOTION
 SA0818
 SA0818  HISTORY     - Date     Condition        Report By
 SA0818  HISTORY     - 1944     MONUMENTED       CGS
 SA0818  HISTORY     - 1973     GOOD             USGS
 SA0818  HISTORY     - 1981     GOOD             NGS
 SA0818  HISTORY     - 19850719 GOOD             NGS
 SA0818  HISTORY     - 19901002 MARK NOT FOUND   USPSQD
 SA0818
 SA0818                          STATION DESCRIPTION
 SA0818
 SA0818'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SA0818'0.5 MI N FROM GLADE.
 SA0818'8.1 MILES NORTH ALONG THE BURLINGTON RR STATION AT PASCO (0.5 MILE
 SA0818'NORTH ALONG SAME FROM GLADE) 18 FT. NORTH OF SWITCH STAND AT THE NORTH
 SA0818'END OF GLADE SIDING, 9 FT. WEST OF WEST RAIL, AT SIGNAL 1375 UNDER THE
 SA0818'LADDER SET IN TOP AT THE SOUTH EDGE OF CONCRETE BASE.  A STANDARD DISK
 SA0818'STAMPED B 250 1944.
 SA0818
 SA0818                          STATION RECOVERY (1981)
 SA0818
 SA0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0818'12.8 KM (7.95 MI) NORTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SA0818'THE STATION AT PASCO, SET IN THE CONCRETE BASE BELOW THE LADDER OF
 SA0818'SEMAPHORE NUMBER 1375, 0.7 KM (0.45 MI) NORTH OF MILEPOST 158, 2.75
 SA0818'METERS (9.0 FT) NORTHWEST OF THE WEST RAIL, 5.5 METERS (18.0 FT)
 SA0818'NORTHEAST OF THE SWITCH STAND AT THE NORTH END OF A SIDE TRACK.
 SA0818'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 SA0818
 SA0818                          STATION RECOVERY (1985)
 SA0818
 SA0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 SA0818'RECOVERED IN GOOD CONDITION.
 SA0818
 SA0818                          STATION RECOVERY (1990)
 SA0818
 SA0818'RECOVERY NOTE BY US POWER SQUADRON 1990 (ALM)
 SA0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0584 ***********************************************************************
 SA0584  DESIGNATION -  B 251
 SA0584  PID         -  SA0584
 SA0584  STATE/COUNTY-  WA/FRANKLIN
 SA0584  USGS QUAD   -  FRISCHKNECHT (1970)
 SA0584
 SA0584                         *CURRENT SURVEY CONTROL
 SA0584  ___________________________________________________________________
 SA0584* NAD 83(1986)-  46 37 50.     (N)    118 54 24.     (W)     SCALED    
 SA0584* NAVD 88     -       230.734  (meters)     757.00   (feet)  ADJUSTED  
 SA0584  ___________________________________________________________________
 SA0584  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SA0584  DYNAMIC HT  -         230.740 (meters)     757.02  (feet)  COMP
 SA0584  MODELED GRAV-     980,636.1   (mgal)                       NAVD 88
 SA0584
 SA0584  VERT ORDER  -  FIRST     CLASS II
 SA0584
 SA0584.The horizontal coordinates were scaled from a topographic map and have
 SA0584.an estimated accuracy of +/- 6 seconds.
 SA0584
 SA0584.The orthometric height was determined by differential leveling
 SA0584.and adjusted by the National Geodetic Survey in June 1991..
 SA0584
 SA0584.The geoid height was determined by GEOID03.
 SA0584
 SA0584.The dynamic height is computed by dividing the NAVD 88
 SA0584.geopotential number by the normal gravity value computed on the
 SA0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0584.degrees latitude (g = 980.6199 gals.).
 SA0584
 SA0584.The modeled gravity was interpolated from observed gravity values.
 SA0584
 SA0584;                    North         East    Units  Estimated Accuracy
 SA0584;SPC WA S     -   145,420.      622,000.      MT  (+/- 180 meters Scaled)
 SA0584
 SA0584                          SUPERSEDED SURVEY CONTROL
 SA0584
 SA0584  NGVD 29 (??/??/92)  229.650  (m)          753.44   (f) ADJ UNCH    1 2
 SA0584
 SA0584.Superseded values are not recommended for survey control.
 SA0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0584.See file dsdata.txt to determine how the superseded data were derived.
 SA0584
 SA0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM540658(NAD 83)
 SA0584_MARKER: DB = BENCH MARK DISK
 SA0584_SETTING: 66 = SET IN ROCK OUTCROP
 SA0584_SP_SET: ROCK OUTCROP
 SA0584_STAMPING: B 251 1944
 SA0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0584+STABILITY: POSITION/ELEVATION WELL
 SA0584
 SA0584  HISTORY     - Date     Condition        Report By
 SA0584  HISTORY     - 1944     MONUMENTED       CGS
 SA0584
 SA0584                          STATION DESCRIPTION
 SA0584
 SA0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0584'3.4 MI SW FROM CONNELL.
 SA0584'3.4 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0584'STATION AT CONNELL, FRANKLIN COUNTY, ABOUT 0.5 MILE SOUTHWEST OF
 SA0584'MILEPOST 113, ABOUT 170 FEET SOUTH OF THE CENTER OF THE CROSSING OF AN
 SA0584'OLD TRACK ROAD, 43 FEET NORTHEAST OF A POLE, 48.5 FEET SOUTHEAST OF
 SA0584'THE SOUTHEAST RAIL, IN A ROCK OUTCROP, IN LINE WITH A ROW OF POLES,
 SA0584'AND ABOUT 4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED B
 SA0584'251 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0570 ***********************************************************************
 SY0570  DESIGNATION -  B 252
 SY0570  PID         -  SY0570
 SY0570  STATE/COUNTY-  WA/KING
 SY0570  USGS QUAD   -  AUBURN (1994)
 SY0570
 SY0570                         *CURRENT SURVEY CONTROL
 SY0570  ___________________________________________________________________
 SY0570* NAD 83(1986)-  47 16 49.     (N)    122 13 42.     (W)     SCALED    
 SY0570* NAVD 88     -        32.545  (meters)     106.77   (feet)  ADJUSTED  
 SY0570  ___________________________________________________________________
 SY0570  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 SY0570  DYNAMIC HT  -          32.549 (meters)     106.79  (feet)  COMP
 SY0570  MODELED GRAV-     980,748.0   (mgal)                       NAVD 88
 SY0570
 SY0570  VERT ORDER  -  FIRST     CLASS I
 SY0570
 SY0570.The horizontal coordinates were scaled from a topographic map and have
 SY0570.an estimated accuracy of +/- 6 seconds.
 SY0570
 SY0570.The orthometric height was determined by differential leveling
 SY0570.and adjusted by the National Geodetic Survey in June 1991..
 SY0570
 SY0570.The geoid height was determined by GEOID03.
 SY0570
 SY0570.The dynamic height is computed by dividing the NAVD 88
 SY0570.geopotential number by the normal gravity value computed on the
 SY0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0570.degrees latitude (g = 980.6199 gals.).
 SY0570
 SY0570.The modeled gravity was interpolated from observed gravity values.
 SY0570
 SY0570;                    North         East    Units  Estimated Accuracy
 SY0570;SPC WA N     -    32,120.      394,460.      MT  (+/- 180 meters Scaled)
 SY0570
 SY0570                          SUPERSEDED SURVEY CONTROL
 SY0570
 SY0570  NGVD 29 (??/??/??)   31.472  (m)          103.25   (f) ADJUSTED    1 1
 SY0570
 SY0570.Superseded values are not recommended for survey control.
 SY0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0570.See file dsdata.txt to determine how the superseded data were derived.
 SY0570
 SY0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET583366(NAD 83)
 SY0570_MARKER: DB = BENCH MARK DISK
 SY0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0570_STAMPING: B 252 1944
 SY0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0570+STABILITY: SURFACE MOTION
 SY0570
 SY0570  HISTORY     - Date     Condition        Report By
 SY0570  HISTORY     - 1944     MONUMENTED       CGS
 SY0570  HISTORY     - 1973     GOOD             NGS
 SY0570  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY0570
 SY0570                          STATION DESCRIPTION
 SY0570
 SY0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0570'1.9 MI S FROM AUBURN.
 SY0570'1.9 MILES SOUTH ALONG A STREET SE FROM THE JUNCTION OF EAST MAIN
 SY0570'STREET AT AUBURN, 0.05 MILE SOUTH OF THE JUNCTION OF 31ST STREET SE
 SY0570'(S. 358TH STREET), 18 FEET EAST OF THE CENTER LINE OF A STREET SE,
 SY0570'67.7 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A FORMER SERVICE
 SY0570'STATION BUILDING, 31.8 FEET WEST OF THE NORTHWEST CORNER OF THE WEST
 SY0570'ONE OF A ROW OF CABINS, 59 1/2 FEET NORTHEAST AND ACROSS THE STREET
 SY0570'FROM POWER POLE WR-L 15-5 BEARING A TRANSFORMER, 3 FEET SOUTH OF
 SY0570'TELEPHONE POLE 62-3116, ABOUT LEVEL WITH THE STREET, AND SET IN THE
 SY0570'TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.  1/4, SEC 30, T21N, R 5E.
 SY0570
 SY0570                          STATION RECOVERY (1987)
 SY0570
 SY0570'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0825 ***********************************************************************
 SY0825  DESIGNATION -  B 254 USE
 SY0825  PID         -  SY0825
 SY0825  STATE/COUNTY-  WA/KITSAP
 SY0825  USGS QUAD   -  BELFAIR (1994)
 SY0825
 SY0825                         *CURRENT SURVEY CONTROL
 SY0825  ___________________________________________________________________
 SY0825* NAD 83(1986)-  47 28 34.     (N)    122 47 30.     (W)     SCALED    
 SY0825* NAVD 88     -       100.635  (meters)     330.17   (feet)  POSTED    
 SY0825  ___________________________________________________________________
 SY0825  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 SY0825  DYNAMIC HT  -         100.650 (meters)     330.22  (feet)  COMP
 SY0825  MODELED GRAV-     980,810.1   (mgal)                       NAVD 88
 SY0825
 SY0825  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0825
 SY0825.The horizontal coordinates were scaled from a topographic map and have
 SY0825.an estimated accuracy of +/- 6 seconds.
 SY0825
 SY0825.The orthometric height was determined by differential leveling
 SY0825.and adjusted by the National Geodetic Survey in 1992..
 SY0825.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0825.rate of 0.0 thru 1.0 mm/km.
 SY0825
 SY0825.The geoid height was determined by GEOID03.
 SY0825
 SY0825.The dynamic height is computed by dividing the NAVD 88
 SY0825.geopotential number by the normal gravity value computed on the
 SY0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0825.degrees latitude (g = 980.6199 gals.).
 SY0825
 SY0825.The modeled gravity was interpolated from observed gravity values.
 SY0825
 SY0825;                    North         East    Units  Estimated Accuracy
 SY0825;SPC WA N     -    54,810.      352,400.      MT  (+/- 180 meters Scaled)
 SY0825
 SY0825                          SUPERSEDED SURVEY CONTROL
 SY0825
 SY0825  NGVD 29 (??/??/??)   99.571  (m)          326.68   (f) ADJUSTED    1 2
 SY0825
 SY0825.Superseded values are not recommended for survey control.
 SY0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0825.See file dsdata.txt to determine how the superseded data were derived.
 SY0825
 SY0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET156580(NAD 83)
 SY0825_MARKER: DD = SURVEY DISK
 SY0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0825_STAMPING: B 254 1944
 SY0825_MARK LOGO: USE   
 SY0825_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0825
 SY0825  HISTORY     - Date     Condition        Report By
 SY0825  HISTORY     - 1944     MONUMENTED       USE
 SY0825  HISTORY     - 1944     GOOD             CGS
 SY0825  HISTORY     - 1974     GOOD             NGS
 SY0825  HISTORY     - 19780615 GOOD             NGS
 SY0825  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 SY0825
 SY0825                          STATION DESCRIPTION
 SY0825
 SY0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0825'2.7 MI NE FROM BELFAIR.
 SY0825'IN KITSAP COUNTY, 2.7 MILES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE
 SY0825'POST OFFICE AT BELFAIR, MASON COUNTY, AT THE T-JUNCTION OF A ROAD
 SY0825'LEADING SOUTHEAST, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 SY0825'30 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 10.3 FEET NORTHEAST
 SY0825'OF A FENCE CORNER, 0.8 FOOT SOUTHEAST OF THE FENCE, AND 3.3 FEET SOUTH
 SY0825'OF A WHITE WOODEN POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 SY0825'DISK, STAMPED B 254 1944 AND SET IN THE TOP OF A CONCRETE POST
 SY0825'PROJECTING 0.2 FOOT ABOVE GROUND.
 SY0825
 SY0825                          STATION RECOVERY (1974)
 SY0825
 SY0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY0825'RECOVERED IN GOOD CONDITION.
 SY0825
 SY0825                          STATION RECOVERY (1978)
 SY0825
 SY0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SY0825'THIS STATION IS LOCATED ABOUT 2 MILES (3.2 KM) SW OF THE KITSAP COUNTY
 SY0825'AIRPORT, ALONG THE SE SIDE OF HIGHWAY 3, AND AT THE JUNCTION OF LAKE
 SY0825'FLORA ROAD, WHICH GOES EAST.  IT IS 50.8 FT (15.5 M) SE OF THE
 SY0825'CENTERLINE OF ROUTE 3, 30 FT (9.1 M) NE OF THE CENTERLINE OF LAKE
 SY0825'FLORA ROAD, 10.3 FT (3.1 M) NE OF THE CORNER OF THE FENCE, 2.0 FT (0.6
 SY0825'M) WEST OF THE FENCE AND AT THE SW CORNER OF A RECREATION AREA,
 SY0825'PROBABLY A HORSE TRAINING AREA.  A STANDARD USE DISK SET IN THE TOP OF
 SY0825'A 12 INCH CONCRETE POST PROJECTING 1 INCH AND STAMPED B 254 1944. THE
 SY0825'MARK IS ALSO DESCRIBED ON PAGE 13, LINE 42 WASH.  APRIL 1972, NGS.
 SY0825'NOTE, STATION LOCATED 0.8 MILE (1.3 KM) SOUTH OF MILE POST 27 ALONG
 SY0825'HIGHWAY 3.
 SY0825
 SY0825                          STATION RECOVERY (1996)
 SY0825
 SY0825'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0961 ***********************************************************************
 SY0961  DESIGNATION -  B 255 USE
 SY0961  PID         -  SY0961
 SY0961  STATE/COUNTY-  WA/KITSAP
 SY0961  USGS QUAD   -  POULSBO (1981)
 SY0961
 SY0961                         *CURRENT SURVEY CONTROL
 SY0961  ___________________________________________________________________
 SY0961* NAD 83(1986)-  47 41 59.     (N)    122 39 40.     (W)     SCALED    
 SY0961* NAVD 88     -        67.083  (meters)     220.09   (feet)  POSTED    
 SY0961  ___________________________________________________________________
 SY0961  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SY0961  DYNAMIC HT  -          67.090 (meters)     220.11  (feet)  COMP
 SY0961  MODELED GRAV-     980,765.7   (mgal)                       NAVD 88
 SY0961
 SY0961  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0961
 SY0961.The horizontal coordinates were scaled from a topographic map and have
 SY0961.an estimated accuracy of +/- 6 seconds.
 SY0961
 SY0961.The orthometric height was determined by differential leveling
 SY0961.and adjusted by the National Geodetic Survey in 1992..
 SY0961.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0961.rate of 0.0 thru 1.0 mm/km.
 SY0961
 SY0961.The geoid height was determined by GEOID03.
 SY0961
 SY0961.The dynamic height is computed by dividing the NAVD 88
 SY0961.geopotential number by the normal gravity value computed on the
 SY0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0961.degrees latitude (g = 980.6199 gals.).
 SY0961
 SY0961.The modeled gravity was interpolated from observed gravity values.
 SY0961
 SY0961;                    North         East    Units  Estimated Accuracy
 SY0961;SPC WA N     -    79,430.      362,830.      MT  (+/- 180 meters Scaled)
 SY0961
 SY0961                          SUPERSEDED SURVEY CONTROL
 SY0961
 SY0961  NGVD 29 (??/??/??)   66.006  (m)          216.55   (f) ADJUSTED    1 2
 SY0961
 SY0961.Superseded values are not recommended for survey control.
 SY0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0961.See file dsdata.txt to determine how the superseded data were derived.
 SY0961
 SY0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET254829(NAD 83)
 SY0961_MARKER: DD = SURVEY DISK
 SY0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0961_STAMPING: B 255 1944
 SY0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0961+STABILITY: SURFACE MOTION
 SY0961
 SY0961  HISTORY     - Date     Condition        Report By
 SY0961  HISTORY     - 1944     MONUMENTED       DOD
 SY0961  HISTORY     - 19970421 MARK NOT FOUND   USPSQD
 SY0961
 SY0961                          STATION DESCRIPTION
 SY0961
 SY0961'DESCRIBED BY US DEPARTMENT OF DEFENSE 1944
 SY0961'4.2 MI N FROM SILVERDALE.
 SY0961'4.2 MILES NORTH ALONG STATE HIGHWAY 21 FROM THE GRADE SCHOOL AT
 SY0961'SILVERDALE, KITSAP COUNTY, 0.2 MILE SOUTH OF A FORK IN THE HIGHWAY,
 SY0961'0.1 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING WEST TO BANGOR, 50.8
 SY0961'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 46.8 FEET NORTH-NORTHEAST
 SY0961'OF THE NORTHEAST CORNER OF A HOUSE, AND 1.3 FEET EAST OF A WHITE
 SY0961'WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 SY0961'STAMPED B 255 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SY0961'0.2 FOOT ABOVE GROUND.
 SY0961
 SY0961                          STATION RECOVERY (1997)
 SY0961
 SY0961'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0933 ***********************************************************************
 SY0933  DESIGNATION -  B 256
 SY0933  PID         -  SY0933
 SY0933  STATE/COUNTY-  WA/KITSAP
 SY0933  USGS QUAD   -  BREMERTON WEST (1981)
 SY0933
 SY0933                         *CURRENT SURVEY CONTROL
 SY0933  ___________________________________________________________________
 SY0933* NAD 83(1986)-  47 35 21.     (N)    122 41 26.     (W)     SCALED    
 SY0933* NAVD 88     -        20.492  (meters)      67.23   (feet)  POSTED    
 SY0933  ___________________________________________________________________
 SY0933  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 SY0933  DYNAMIC HT  -          20.500 (meters)      67.26  (feet)  COMP
 SY0933  MODELED GRAV-     980,797.2   (mgal)                       NAVD 88
 SY0933
 SY0933  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0933
 SY0933.The horizontal coordinates were scaled from a topographic map and have
 SY0933.an estimated accuracy of +/- 6 seconds.
 SY0933
 SY0933.The orthometric height was determined by differential leveling
 SY0933.and adjusted by the National Geodetic Survey in 1992..
 SY0933.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0933.rate of 0.0 thru 1.0 mm/km.
 SY0933
 SY0933.The geoid height was determined by GEOID03.
 SY0933
 SY0933.The dynamic height is computed by dividing the NAVD 88
 SY0933.geopotential number by the normal gravity value computed on the
 SY0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0933.degrees latitude (g = 980.6199 gals.).
 SY0933
 SY0933.The modeled gravity was interpolated from observed gravity values.
 SY0933
 SY0933;                    North         East    Units  Estimated Accuracy
 SY0933;SPC WA N     -    67,190.      360,320.      MT  (+/- 180 meters Scaled)
 SY0933
 SY0933                          SUPERSEDED SURVEY CONTROL
 SY0933
 SY0933  NGVD 29 (??/??/??)   19.424  (m)           63.73   (f) ADJUSTED    1 2
 SY0933
 SY0933.Superseded values are not recommended for survey control.
 SY0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0933.See file dsdata.txt to determine how the superseded data were derived.
 SY0933
 SY0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET232706(NAD 83)
 SY0933_MARKER: DB = BENCH MARK DISK
 SY0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0933_SP_SET: BUILDING
 SY0933_STAMPING: B 256 1944
 SY0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0933
 SY0933  HISTORY     - Date     Condition        Report By
 SY0933  HISTORY     - 1944     MONUMENTED       CGS
 SY0933  HISTORY     - 1975     MARK NOT FOUND   NGS
 SY0933
 SY0933                          STATION DESCRIPTION
 SY0933
 SY0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0933'IN NAVAL AMMUNITION DEPOT.
 SY0933'AT NAVAL AMMUNITION DEPOT, KITSAP COUNTY, IN THE SOUTHEAST FACE OF
 SY0933'BUILDING 68, 0.8 FOOT NORTHEAST OF THE SOUTH CORNER, 12 FEET NORTHWEST
 SY0933'OF THE NORTHWEST RAIL OF A RAILROAD TRACK, AND 1.7 FEET ABOVE THE
 SY0933'GROUND.  A STANDARD DISK, STAMPED B 256 1944 AND SET VERTICALLY.
 SY0933
 SY0933                          STATION RECOVERY (1975)
 SY0933
 SY0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SY0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0115 ***********************************************************************
 SW0115  DESIGNATION -  B 258
 SW0115  PID         -  SW0115
 SW0115  STATE/COUNTY-  WA/ADAMS
 SW0115  USGS QUAD   -  KARAKUL HILLS (1982)
 SW0115
 SW0115                         *CURRENT SURVEY CONTROL
 SW0115  ___________________________________________________________________
 SW0115* NAD 83(1986)-  47 13 00.     (N)    118 14 56.     (W)     SCALED    
 SW0115* NAVD 88     -       590.741  (meters)    1938.12   (feet)  ADJUSTED  
 SW0115  ___________________________________________________________________
 SW0115  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 SW0115  DYNAMIC HT  -         590.763 (meters)    1938.19  (feet)  COMP
 SW0115  MODELED GRAV-     980,631.7   (mgal)                       NAVD 88
 SW0115
 SW0115  VERT ORDER  -  FIRST     CLASS II
 SW0115
 SW0115.The horizontal coordinates were scaled from a topographic map and have
 SW0115.an estimated accuracy of +/- 6 seconds.
 SW0115
 SW0115.The orthometric height was determined by differential leveling
 SW0115.and adjusted by the National Geodetic Survey in June 1991..
 SW0115
 SW0115.The geoid height was determined by GEOID03.
 SW0115
 SW0115.The dynamic height is computed by dividing the NAVD 88
 SW0115.geopotential number by the normal gravity value computed on the
 SW0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0115.degrees latitude (g = 980.6199 gals.).
 SW0115
 SW0115.The modeled gravity was interpolated from observed gravity values.
 SW0115
 SW0115;                    North         East    Units  Estimated Accuracy
 SW0115;SPC WA S     -   211,770.      670,490.      MT  (+/- 180 meters Scaled)
 SW0115
 SW0115                          SUPERSEDED SURVEY CONTROL
 SW0115
 SW0115  NGVD 29 (??/??/92)  589.586  (m)         1934.33   (f) ADJ UNCH    1 2
 SW0115
 SW0115.Superseded values are not recommended for survey control.
 SW0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0115.See file dsdata.txt to determine how the superseded data were derived.
 SW0115
 SW0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN054299(NAD 83)
 SW0115_MARKER: DB = BENCH MARK DISK
 SW0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0115_STAMPING: B 258 1944
 SW0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0115+STABILITY: SURFACE MOTION
 SW0115
 SW0115  HISTORY     - Date     Condition        Report By
 SW0115  HISTORY     - 1944     MONUMENTED       CGS
 SW0115
 SW0115                          STATION DESCRIPTION
 SW0115
 SW0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SW0115'9.1 MI NE FROM RITZVILLE.
 SW0115'9.1 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SW0115'STATION AT RITZVILLE, 0.9 MILE NORTHEAST OF TOKIO, AT RAILROAD MILEAGE
 SW0115'55.8, 10 FEET WEST OF A POLE, 73 FEET NORTHWEST OF THE NORTHWEST RAIL,
 SW0115'2 FEET LOWER THAN THE RAIL, 3 FEET EAST OF A REFERENCE POST,
 SW0115'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1541 ***********************************************************************
 SY1541  DESIGNATION -  B 259
 SY1541  PID         -  SY1541
 SY1541  STATE/COUNTY-  WA/JEFFERSON
 SY1541  USGS QUAD   -  CENTER (1978)
 SY1541
 SY1541                         *CURRENT SURVEY CONTROL
 SY1541  ___________________________________________________________________
 SY1541* NAD 83(1991)-  47 59 45.62875(N)    122 50 48.26994(W)     ADJUSTED  
 SY1541* NAVD 88     -       123.476  (meters)     405.10   (feet)  ADJUSTED  
 SY1541  ___________________________________________________________________
 SY1541  LAPLACE CORR-         -11.31  (seconds)                    DEFLEC99
 SY1541  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SY1541  DYNAMIC HT  -         123.508 (meters)     405.21  (feet)  COMP
 SY1541  MODELED GRAV-     980,865.5   (mgal)                       NAVD 88
 SY1541
 SY1541  HORZ ORDER  -  SECOND
 SY1541  VERT ORDER  -  FIRST     CLASS II
 SY1541
 SY1541.The horizontal coordinates were established by classical geodetic methods
 SY1541.and adjusted by the National Geodetic Survey in December 1991..
 SY1541
 SY1541.The orthometric height was determined by differential leveling
 SY1541.and adjusted by the National Geodetic Survey in June 1991..
 SY1541
 SY1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1541
 SY1541.The geoid height was determined by GEOID03.
 SY1541
 SY1541.The dynamic height is computed by dividing the NAVD 88
 SY1541.geopotential number by the normal gravity value computed on the
 SY1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1541.degrees latitude (g = 980.6199 gals.).
 SY1541
 SY1541.The modeled gravity was interpolated from observed gravity values.
 SY1541
 SY1541;                    North         East     Units Scale Factor Converg.
 SY1541;SPC WA N     -   112,703.563   349,762.581   MT  0.99994451   -1 29 56.5
 SY1541;SPC WA N     -   369,761.61  1,147,512.73   sFT  0.99994451   -1 29 56.5
 SY1541;UTM  10      - 5,315,867.892   511,433.264   MT  0.99960161   +0 06 50.0
 SY1541
 SY1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1541!SPC WA N     -   0.99998401  x   0.99994451  =   0.99992852
 SY1541!UTM  10      -   0.99998401  x   0.99960161  =   0.99958562
 SY1541
 SY1541                          SUPERSEDED SURVEY CONTROL
 SY1541
 SY1541  NAD 83(1986)-  47 59 45.62763(N)    122 50 48.27610(W) AD(       ) 2
 SY1541  NAD 27      -  47 59 46.29700(N)    122 50 43.66300(W) AD(       ) 2
 SY1541  NGVD 29 (??/??/??)  122.352  (m)          401.42   (f) ADJUSTED    1 2
 SY1541
 SY1541.Superseded values are not recommended for survey control.
 SY1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1541.See file dsdata.txt to determine how the superseded data were derived.
 SY1541
 SY1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU1143315868(NAD 83)
 SY1541_MARKER: DB = BENCH MARK DISK
 SY1541_SETTING: 66 = SET IN ROCK OUTCROP
 SY1541_SP_SET: ROCK OUTCROP
 SY1541_STAMPING: B 259 1944
 SY1541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY1541+STABILITY: POSITION/ELEVATION WELL
 SY1541
 SY1541  HISTORY     - Date     Condition        Report By
 SY1541  HISTORY     - 1944     MONUMENTED       CGS
 SY1541  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY1541  HISTORY     - 1980     GOOD             NGS
 SY1541
 SY1541                          STATION DESCRIPTION
 SY1541
 SY1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY1541'10.8 MI SW FROM PORT TOWNSEND.
 SY1541'10.8 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 9 FROM THE CITY HALL AT
 SY1541'PORT TOWNSEND, SET IN THE TOP OF A ROCK OUTCROP ON THE NORTHWEST SIDE
 SY1541'OF HIGHWAY FROM A DEEP ROCK OUT, NEAR THE NORTHEAST END OF A PARKING
 SY1541'ZONE IN THE HIGHWAY, 32 FEET NORTHWEST OF CENTER-LINE OF HIGHWAY, 4.5
 SY1541'FEET SOUTHWEST OF REFERENCE POST.  BENCH MARK DISK, ABOUT LEVEL WITH
 SY1541'THE GROUND.
 SY1541
 SY1541                          STATION RECOVERY (1962)
 SY1541
 SY1541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 SY1541'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 SY1541'EAST SIDE OF DISCOVERY BAY, ABOUT 10 MILES SOUTHWEST OF PORT
 SY1541'TOWNSEND, AND ABOUT 2 MILES EAST OF THE JUNCTION OF STATE HIGHWAY
 SY1541'9, AND U.S. HIGHWAY 101.
 SY1541'
 SY1541'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 9E, GO
 SY1541'NORTHEAST ON STATE HIGHWAY 9 FOR 0.3 MILE TO THE STATION ON THE
 SY1541'LEFT IN A TURNOUT.
 SY1541'
 SY1541'THE STATION IS A STANDARD IRON BENCH MARK DISK, STAMPED B 259
 SY1541'1944, SET IN A DRILL HOLE IN A BOULDER 2 INCHES BELOW THE SURFACE
 SY1541'OF THE GROUND.  IT IS WEST OF AND 3 INCHES LOWER THAN THE HIGHEST
 SY1541'POINT OF THE BOULDER.
 SY1541'
 SY1541'THE MARK IS 37.9 FEET NORTHEAST OF TRIANGULATION STATION BAY
 SY1541'VIEW 1955.
 SY1541
 SY1541                          STATION RECOVERY (1980)
 SY1541
 SY1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SY1541'RECOVERED AS DESCRIBED IN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1425 ***********************************************************************
 SY1425  DESIGNATION -  B 26
 SY1425  PID         -  SY1425
 SY1425  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1425  USGS QUAD   -  NEW LONDON (1990)
 SY1425
 SY1425                         *CURRENT SURVEY CONTROL
 SY1425  ___________________________________________________________________
 SY1425* NAD 83(1986)-  47 04 30.     (N)    123 55 08.     (W)     SCALED    
 SY1425* NAVD 88     -        22.585  (meters)      74.10   (feet)  ADJUSTED  
 SY1425  ___________________________________________________________________
 SY1425  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SY1425  DYNAMIC HT  -          22.588 (meters)      74.11  (feet)  COMP
 SY1425  MODELED GRAV-     980,770.9   (mgal)                       NAVD 88
 SY1425
 SY1425  VERT ORDER  -  FIRST     CLASS I
 SY1425
 SY1425.The horizontal coordinates were scaled from a topographic map and have
 SY1425.an estimated accuracy of +/- 6 seconds.
 SY1425
 SY1425.The orthometric height was determined by differential leveling
 SY1425.and adjusted by the National Geodetic Survey in June 1991..
 SY1425
 SY1425.The geoid height was determined by GEOID03.
 SY1425
 SY1425.The dynamic height is computed by dividing the NAVD 88
 SY1425.geopotential number by the normal gravity value computed on the
 SY1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1425.degrees latitude (g = 980.6199 gals.).
 SY1425
 SY1425.The modeled gravity was interpolated from observed gravity values.
 SY1425
 SY1425;                    North         East    Units  Estimated Accuracy
 SY1425;SPC WA S     -   199,220.      240,430.      MT  (+/- 180 meters Scaled)
 SY1425
 SY1425                          SUPERSEDED SURVEY CONTROL
 SY1425
 SY1425  NGVD 29 (??/??/??)   21.572  (m)           70.77   (f) ADJUSTED    1 1
 SY1425
 SY1425.Superseded values are not recommended for survey control.
 SY1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1425.See file dsdata.txt to determine how the superseded data were derived.
 SY1425
 SY1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT302139(NAD 83)
 SY1425_MARKER: DB = BENCH MARK DISK
 SY1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1425_STAMPING: 70.085 B 26 1933
 SY1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1425+STABILITY: SURFACE MOTION
 SY1425
 SY1425  HISTORY     - Date     Condition        Report By
 SY1425  HISTORY     - 1933     MONUMENTED       CGS
 SY1425  HISTORY     - 1974     GOOD             NGS
 SY1425  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1425
 SY1425                          STATION DESCRIPTION
 SY1425
 SY1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1425'7.9 MI N FROM HOQUIAM.
 SY1425'ABOUT 7.9 MILES NORTH ALONG U. S. HIGHWAY 101 FROM THE JUNCTION OF
 SY1425'EMERSON AVENUE AT HOQUIAM, 0.3 MILE NORTHEAST OF HIGHWAY MILEPOST 95,
 SY1425'0.2 MILE NORTHEAST OF THE JUNCTION OF A GRAVELED ROAD LEADING
 SY1425'SOUTHEAST, 46 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 SY1425'DIRECTLY SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST END OF
 SY1425'A CUT, 116 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 SY1425'H2 6, 83 1/2 FEET SOUTHWEST OF GUY POLE H2 7, 1.5 FEET SOUTHWEST OF A
 SY1425'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 SY1425'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.  SEC 3, T18N, R
 SY1425'10W.
 SY1425
 SY1425                          STATION RECOVERY (1989)
 SY1425
 SY1425'RECOVERY NOTE BY US POWER SQUADRON 1989 (KAS)
 SY1425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0100 ***********************************************************************
 SA0100  DESIGNATION -  B 261
 SA0100  PID         -  SA0100
 SA0100  STATE/COUNTY-  WA/WALLA WALLA
 SA0100  USGS QUAD   -  WALLA WALLA (1978)
 SA0100
 SA0100                         *CURRENT SURVEY CONTROL
 SA0100  ___________________________________________________________________
 SA0100* NAD 83(1986)-  46 04 41.     (N)    118 19 23.     (W)     SCALED    
 SA0100* NAVD 88     -       311.111  (meters)    1020.70   (feet)  ADJUSTED  
 SA0100  ___________________________________________________________________
 SA0100  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 SA0100  DYNAMIC HT  -         311.100 (meters)    1020.67  (feet)  COMP
 SA0100  MODELED GRAV-     980,572.6   (mgal)                       NAVD 88
 SA0100
 SA0100  VERT ORDER  -  FIRST     CLASS I
 SA0100
 SA0100.The horizontal coordinates were scaled from a topographic map and have
 SA0100.an estimated accuracy of +/- 6 seconds.
 SA0100
 SA0100.The orthometric height was determined by differential leveling
 SA0100.and adjusted by the National Geodetic Survey in June 1991..
 SA0100
 SA0100.The geoid height was determined by GEOID03.
 SA0100
 SA0100.The dynamic height is computed by dividing the NAVD 88
 SA0100.geopotential number by the normal gravity value computed on the
 SA0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0100.degrees latitude (g = 980.6199 gals.).
 SA0100
 SA0100.The modeled gravity was interpolated from observed gravity values.
 SA0100
 SA0100;                    North         East    Units  Estimated Accuracy
 SA0100;SPC WA S     -    85,100.      668,370.      MT  (+/- 180 meters Scaled)
 SA0100
 SA0100                          SUPERSEDED SURVEY CONTROL
 SA0100
 SA0100  NGVD 29 (??/??/92)  310.112  (m)         1017.43   (f) ADJ UNCH    1 1
 SA0100
 SA0100.Superseded values are not recommended for survey control.
 SA0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0100.See file dsdata.txt to determine how the superseded data were derived.
 SA0100
 SA0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM976035(NAD 83)
 SA0100_MARKER: DB = BENCH MARK DISK
 SA0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0100_SP_SET: CONCRETE POST
 SA0100_STAMPING: B 261 1944
 SA0100_MARK LOGO: CGS   
 SA0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0100+STABILITY: SURFACE MOTION
 SA0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA0100+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 SA0100
 SA0100  HISTORY     - Date     Condition        Report By
 SA0100  HISTORY     - 1944     MONUMENTED       CGS
 SA0100  HISTORY     - 1964     GOOD             NGS
 SA0100  HISTORY     - 1968     GOOD             NGS
 SA0100  HISTORY     - 19890516 GOOD             NGS
 SA0100  HISTORY     - 20031022 GOOD             GEOCAC
 SA0100  HISTORY     - 20060825 GOOD             USPSQD
 SA0100
 SA0100                          STATION DESCRIPTION
 SA0100
 SA0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SA0100'IN WALLA WALLA.
 SA0100'0.9 MILE NORTHEAST ALONG SUMACH STREET TO MELROSE STREET, THEN 0.3
 SA0100'MILE EAST ON MELROSE STREET TO THE INTERSECTION OF FIGUEROA STREET AND
 SA0100'THE BENCH MARK ON THE RIGHT, 29 FEET SOUTH OF THE CENTER OF MELROSE
 SA0100'STREET, 20 FEET NORTHWEST OF THE CENTER OF FIGUEROA STREET, 11 FEET
 SA0100'SOUTHEAST OF THE NORTHEAST CORNER OF THE LAWN FOR HOUSE NUMBER 1315
 SA0100'AND 3 FEET NORTH OF A FIRE HYDRANT.  THE MONUMENT IS FLUSH.
 SA0100
 SA0100                          STATION RECOVERY (1968)
 SA0100
 SA0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SA0100'RECOVERED IN GOOD CONDITION.
 SA0100
 SA0100                          STATION RECOVERY (1989)
 SA0100
 SA0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SA0100'THE STATION IS LOCTED IN THE CITY OF WALLA WALLA AT THE INTERSECTION
 SA0100'OF MELROSE STREET AND FIGUEROA ATREET AND ON STREET RIGHT-OF-WAY.
 SA0100'TO REACH FROM THE POST OFFICE IN WALLA WALLA, GO NORTHEAST ON SUMACH
 SA0100'STREET FOR 1.45 KM (0.90 MI) TO THE INTERSECTION OF MELROSE STREET.
 SA0100'TURN LEFT AND GO EASTERLY ON MELROSE STREET FOR 0.48 KM (0.30 MI) TO
 SA0100'THE INTERSECTION OF FIGUEROA STREET AND THE MARK ON THE RIGHT.
 SA0100'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SA0100'WITH THE GROUND SURFACE.  IT IS 8.8 M (28.9 FT) SOUTH OF THE CENTER
 SA0100'OF MELROSE STREET, 6.1 M (20.0 FT) NORTHWEST OF THE CENTER OF
 SA0100'FIGUREOA STREET AND 0.9 M (3.0 FT) NORTH OF A FIRE HYDRANT.
 SA0100
 SA0100                          STATION RECOVERY (2003)
 SA0100
 SA0100'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0100'RECOVERED IN GOOD CONDITION.
 SA0100
 SA0100                          STATION RECOVERY (2006)
 SA0100
 SA0100'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJR)
 SA0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0523 ***********************************************************************
 SW0523  DESIGNATION -  B 262
 SW0523  PID         -  SW0523
 SW0523  STATE/COUNTY-  WA/GRANT
 SW0523  USGS QUAD   -  MOSES LAKE NORTH (1978)
 SW0523
 SW0523                         *CURRENT SURVEY CONTROL
 SW0523  ___________________________________________________________________
 SW0523* NAD 83(1986)-  47 11 51.     (N)    119 20 02.     (W)     SCALED    
 SW0523* NAVD 88     -       361.741  (meters)    1186.81   (feet)  ADJUSTED  
 SW0523  ___________________________________________________________________
 SW0523  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SW0523  DYNAMIC HT  -         361.770 (meters)    1186.91  (feet)  COMP
 SW0523  MODELED GRAV-     980,684.0   (mgal)                       NAVD 88
 SW0523
 SW0523  VERT ORDER  -  FIRST     CLASS II
 SW0523
 SW0523.This mark is at Grant County Airport (MWH)
 SW0523
 SW0523.The horizontal coordinates were scaled from a topographic map and have
 SW0523.an estimated accuracy of +/- 6 seconds.
 SW0523
 SW0523.The orthometric height was determined by differential leveling
 SW0523.and adjusted by the National Geodetic Survey in June 1991..
 SW0523
 SW0523.The geoid height was determined by GEOID03.
 SW0523
 SW0523.The dynamic height is computed by dividing the NAVD 88
 SW0523.geopotential number by the normal gravity value computed on the
 SW0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0523.degrees latitude (g = 980.6199 gals.).
 SW0523
 SW0523.The modeled gravity was interpolated from observed gravity values.
 SW0523
 SW0523;                    North         East    Units  Estimated Accuracy
 SW0523;SPC WA S     -   207,860.      588,360.      MT  (+/- 180 meters Scaled)
 SW0523
 SW0523                          SUPERSEDED SURVEY CONTROL
 SW0523
 SW0523  NGVD 29 (??/??/92)  360.590  (m)         1183.04   (f) ADJ UNCH    1 2
 SW0523
 SW0523.Superseded values are not recommended for survey control.
 SW0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0523.See file dsdata.txt to determine how the superseded data were derived.
 SW0523
 SW0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN232297(NAD 83)
 SW0523_MARKER: DB = BENCH MARK DISK
 SW0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0523_STAMPING: B 262 1944
 SW0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0523+STABILITY: SURFACE MOTION
 SW0523
 SW0523  HISTORY     - Date     Condition        Report By
 SW0523  HISTORY     - 1944     MONUMENTED       CGS
 SW0523  HISTORY     - 1955     MARK NOT FOUND   USGS
 SW0523  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0523
 SW0523                          STATION DESCRIPTION
 SW0523
 SW0523'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 SW0523'IN LARSON AFB.
 SW0523'AT LARSON AIR FORCE BASE, 1.0 MILE NORTHWEST OF THE CONTROL TOWER, AT
 SW0523'THE WEST CORNER OF THE NORTHEAST-AND-SOUTHWEST RUNWAY, 50 FEET
 SW0523'NORTHWEST OF A RUNWAY-MARKER LIGHT, IN LINE WITH THE NORTHWEST EDGE OF
 SW0523'THE RUNWAY, AND LEVEL WITH THE RUNWAY.  NOTE-- THE RUNWAYS AT THE AIR
 SW0523'FORCE BASE HAVE BEEN EXTENDED, AND IT IS QUITE POSSIBLE THAT THIS MARK
 SW0523'HAS BEEN COVERED OVER OR DESTROYED BY NEW CONSTRUCTION.
 SW0523
 SW0523                          STATION RECOVERY (1968)
 SW0523
 SW0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0850 ***********************************************************************
 SV0850  DESIGNATION -  B 263
 SV0850  PID         -  SV0850
 SV0850  STATE/COUNTY-  WA/SPOKANE
 SV0850  USGS QUAD   -  LANCE HILLS (1980)
 SV0850
 SV0850                         *CURRENT SURVEY CONTROL
 SV0850  ___________________________________________________________________
 SV0850* NAD 83(1986)-  47 26 12.     (N)    117 44 50.     (W)     SCALED    
 SV0850* NAVD 88     -       692.545  (meters)    2272.12   (feet)  ADJUSTED  
 SV0850  ___________________________________________________________________
 SV0850  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 SV0850  DYNAMIC HT  -         692.560 (meters)    2272.17  (feet)  COMP
 SV0850  MODELED GRAV-     980,610.8   (mgal)                       NAVD 88
 SV0850
 SV0850  VERT ORDER  -  FIRST     CLASS II
 SV0850
 SV0850.The horizontal coordinates were scaled from a topographic map and have
 SV0850.an estimated accuracy of +/- 6 seconds.
 SV0850
 SV0850.The orthometric height was determined by differential leveling
 SV0850.and adjusted by the National Geodetic Survey in June 1991..
 SV0850
 SV0850.The geoid height was determined by GEOID03.
 SV0850
 SV0850.The dynamic height is computed by dividing the NAVD 88
 SV0850.geopotential number by the normal gravity value computed on the
 SV0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0850.degrees latitude (g = 980.6199 gals.).
 SV0850
 SV0850.The modeled gravity was interpolated from observed gravity values.
 SV0850
 SV0850;                    North         East    Units  Estimated Accuracy
 SV0850;SPC WA N     -    53,220.      732,740.      MT  (+/- 180 meters Scaled)
 SV0850
 SV0850                          SUPERSEDED SURVEY CONTROL
 SV0850
 SV0850  NGVD 29 (??/??/92)  691.359  (m)         2268.23   (f) ADJ UNCH    1 2
 SV0850
 SV0850.Superseded values are not recommended for survey control.
 SV0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0850.See file dsdata.txt to determine how the superseded data were derived.
 SV0850
 SV0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN436539(NAD 83)
 SV0850_MARKER: DB = BENCH MARK DISK
 SV0850_SETTING: 66 = SET IN ROCK OUTCROP
 SV0850_SP_SET: ROCK OUTCROP
 SV0850_STAMPING: B 263 1944
 SV0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0850+STABILITY: POSITION/ELEVATION WELL
 SV0850
 SV0850  HISTORY     - Date     Condition        Report By
 SV0850  HISTORY     - UNK      MONUMENTED       CGS
 SV0850  HISTORY     - 1965     MARK NOT FOUND   NGS
 SV0850
 SV0850                          STATION DESCRIPTION
 SV0850
 SV0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0850'9.1 MI SW FROM CHENEY.
 SV0850'9.1 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SV0850'STATION AT CHENEY, SPOKANE COUNTY, AT MILEAGE 25.5, AT THE EAST END OF
 SV0850'A CUT, 34 FEET WEST OF A STATION-ONE-MILE SIGN, 7 FEET NORTHWEST OF
 SV0850'THE NORTHWEST RAIL, IN A ROCK OUTCROP, AND ABOUT 1 FOOT HIGHER THAN
 SV0850'THE TRACK.  A STANDARD DISK, STAMPED B 263 1944.  NOTE-- THE STATION
 SV0850'ONE MILE SIGN IS GONE, BUT A CUT WAS FOUND AT THE CORRECT MILEAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0673 ***********************************************************************
 SV0673  DESIGNATION -  B 264
 SV0673  PID         -  SV0673
 SV0673  STATE/COUNTY-  WA/SPOKANE
 SV0673  USGS QUAD   -  SPOKANE NE (1986)
 SV0673
 SV0673                         *CURRENT SURVEY CONTROL
 SV0673  ___________________________________________________________________
 SV0673* NAD 83(1986)-  47 40 18.     (N)    117 19 31.     (W)     SCALED    
 SV0673* NAVD 88     -       595.500  (meters)    1953.74   (feet)  ADJUSTED  
 SV0673  ___________________________________________________________________
 SV0673  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 SV0673  DYNAMIC HT  -         595.537 (meters)    1953.86  (feet)  COMP
 SV0673  MODELED GRAV-     980,655.5   (mgal)                       NAVD 88
 SV0673
 SV0673  VERT ORDER  -  FIRST     CLASS II
 SV0673
 SV0673.The horizontal coordinates were scaled from a topographic map and have
 SV0673.an estimated accuracy of +/- 6 seconds.
 SV0673
 SV0673.The orthometric height was determined by differential leveling
 SV0673.and adjusted by the National Geodetic Survey in June 1991..
 SV0673
 SV0673.The geoid height was determined by GEOID03.
 SV0673
 SV0673.The dynamic height is computed by dividing the NAVD 88
 SV0673.geopotential number by the normal gravity value computed on the
 SV0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0673.degrees latitude (g = 980.6199 gals.).
 SV0673
 SV0673.The modeled gravity was interpolated from observed gravity values.
 SV0673
 SV0673;                    North         East    Units  Estimated Accuracy
 SV0673;SPC WA N     -    80,680.      763,350.      MT  (+/- 180 meters Scaled)
 SV0673
 SV0673                          SUPERSEDED SURVEY CONTROL
 SV0673
 SV0673  NGVD 29 (??/??/92)  594.344  (m)         1949.94   (f) ADJ UNCH    1 2
 SV0673
 SV0673.Superseded values are not recommended for survey control.
 SV0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0673.See file dsdata.txt to determine how the superseded data were derived.
 SV0673
 SV0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN755798(NAD 83)
 SV0673_MARKER: DB = BENCH MARK DISK
 SV0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0673_SP_SET: FOUNDATION
 SV0673_STAMPING: B 264 1944
 SV0673_MARK LOGO: CGS   
 SV0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0673
 SV0673  HISTORY     - Date     Condition        Report By
 SV0673  HISTORY     - 1944     MONUMENTED       CGS
 SV0673  HISTORY     - 1968     GOOD             NGS
 SV0673  HISTORY     - 1976     GOOD
 SV0673  HISTORY     - 1976     GOOD
 SV0673  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0673
 SV0673                          STATION DESCRIPTION
 SV0673
 SV0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SV0673'4.6 MI NE FROM SPOKANE.
 SV0673'4.6 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SV0673'STATION AT SPOKANE, 0.95 MILE EAST OF YARDLEY, SET IN THE FOUNDATION
 SV0673'OF THE OVERPASS OF FANCHER WAY OVER THE TRACKS, SET VERTICALLY IN THE
 SV0673'NORTH FACE OF THE EAST COLUMN IN THE FIRST BENT SOUTH OF THE TRACKS, 4
 SV0673'FEET ABOVE THE GROUND.
 SV0673
 SV0673                          STATION RECOVERY (1968)
 SV0673
 SV0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SV0673'RECOVERED IN GOOD CONDITION.
 SV0673
 SV0673                          STATION RECOVERY (1976)
 SV0673
 SV0673'RECOVERED 1976
 SV0673'RECOVERED IN GOOD CONDITION.
 SV0673
 SV0673                          STATION RECOVERY (1976)
 SV0673
 SV0673'RECOVERED 1976
 SV0673'RECOVERED IN GOOD CONDITION.
 SV0673
 SV0673                          STATION RECOVERY (1980)
 SV0673
 SV0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1078 ***********************************************************************
 SA1078  DESIGNATION -  B 266
 SA1078  PID         -  SA1078
 SA1078  STATE/COUNTY-  WA/BENTON
 SA1078  USGS QUAD   -  JOHNSON BUTTE (1978)
 SA1078
 SA1078                         *CURRENT SURVEY CONTROL
 SA1078  ___________________________________________________________________
 SA1078* NAD 83(1986)-  46 03 40.     (N)    119 12 13.     (W)     SCALED    
 SA1078* NAVD 88     -       442.738  (meters)    1452.55   (feet)  ADJUSTED  
 SA1078  ___________________________________________________________________
 SA1078  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SA1078  DYNAMIC HT  -         442.725 (meters)    1452.51  (feet)  COMP
 SA1078  MODELED GRAV-     980,572.4   (mgal)                       NAVD 88
 SA1078
 SA1078  VERT ORDER  -  SECOND    CLASS 0
 SA1078
 SA1078.The horizontal coordinates were scaled from a topographic map and have
 SA1078.an estimated accuracy of +/- 6 seconds.
 SA1078
 SA1078.The orthometric height was determined by differential leveling
 SA1078.and adjusted by the National Geodetic Survey in June 1991..
 SA1078
 SA1078.The geoid height was determined by GEOID03.
 SA1078
 SA1078.The dynamic height is computed by dividing the NAVD 88
 SA1078.geopotential number by the normal gravity value computed on the
 SA1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1078.degrees latitude (g = 980.6199 gals.).
 SA1078
 SA1078.The modeled gravity was interpolated from observed gravity values.
 SA1078
 SA1078;                    North         East    Units  Estimated Accuracy
 SA1078;SPC WA S     -    81,720.      600,300.      MT  (+/- 180 meters Scaled)
 SA1078
 SA1078                          SUPERSEDED SURVEY CONTROL
 SA1078
 SA1078  NGVD 29 (??/??/92)  441.698  (m)         1449.14   (f) ADJ UNCH    2 0
 SA1078
 SA1078.Superseded values are not recommended for survey control.
 SA1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1078.See file dsdata.txt to determine how the superseded data were derived.
 SA1078
 SA1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM295031(NAD 83)
 SA1078_MARKER: DB = BENCH MARK DISK
 SA1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1078_STAMPING: B 266 1950
 SA1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1078+STABILITY: SURFACE MOTION
 SA1078
 SA1078  HISTORY     - Date     Condition        Report By
 SA1078  HISTORY     - 1950     MONUMENTED       CGS
 SA1078
 SA1078                          STATION DESCRIPTION
 SA1078
 SA1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1078'13.8 MI NE FROM PLYMOUTH.
 SA1078'0.2 MILE WEST ALONG THE SPOKANE, PORTLAND, AND SEATTLE RAILROAD FROM
 SA1078'THE STATION AT PLYMOUTH, THENCE 12.6 MILES NORTHEAST ALONG STATE
 SA1078'HIGHWAY 8, THENCE 1.0 MILE EAST ALONG AN ASPHALT AND GRAVEL ROAD, 0.4
 SA1078'MILE WEST OF A ROAD LEADING SOUTH TO A RANCH HOUSE, 0.4 MILE EAST OF A
 SA1078'POINT WHERE THE POWER LINE CROSSES THE ROAD, 73.7 FEET WEST OF A POWER
 SA1078'LINE POLE, 70.1 FEET WEST OF A FENCE CORNER POST, 22.0 FEET SOUTH OF
 SA1078'THE CENTER LINE OF THE HIGHWAY, 2.2 FEET EAST OF A WITNESS POST, 2.1
 SA1078'FEET NORTH OF A FENCE, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND SET IN
 SA1078'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SA1078'NOTE-- THIS MARK IS 13.9 MILES SOUTHWEST OF FINLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1147 ***********************************************************************
 SA1147  DESIGNATION -  B 267
 SA1147  PID         -  SA1147
 SA1147  STATE/COUNTY-  WA/BENTON
 SA1147  USGS QUAD   -  WEBBER CANYON (1965)
 SA1147
 SA1147                         *CURRENT SURVEY CONTROL
 SA1147  ___________________________________________________________________
 SA1147* NAD 83(1986)-  46 12 31.     (N)    119 26 48.     (W)     SCALED    
 SA1147* NAVD 88     -       291.092  (meters)     955.02   (feet)  ADJUSTED  
 SA1147  ___________________________________________________________________
 SA1147  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SA1147  DYNAMIC HT  -         291.099 (meters)     955.05  (feet)  COMP
 SA1147  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 SA1147
 SA1147  VERT ORDER  -  SECOND    CLASS 0
 SA1147
 SA1147.The horizontal coordinates were scaled from a topographic map and have
 SA1147.an estimated accuracy of +/- 6 seconds.
 SA1147
 SA1147.The orthometric height was determined by differential leveling
 SA1147.and adjusted by the National Geodetic Survey in June 1991..
 SA1147
 SA1147.The geoid height was determined by GEOID03.
 SA1147
 SA1147.The dynamic height is computed by dividing the NAVD 88
 SA1147.geopotential number by the normal gravity value computed on the
 SA1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1147.degrees latitude (g = 980.6199 gals.).
 SA1147
 SA1147.The modeled gravity was interpolated from observed gravity values.
 SA1147
 SA1147;                    North         East    Units  Estimated Accuracy
 SA1147;SPC WA S     -    97,830.      581,280.      MT  (+/- 180 meters Scaled)
 SA1147
 SA1147                          SUPERSEDED SURVEY CONTROL
 SA1147
 SA1147  NGVD 29 (??/??/92)  290.05   (m)          951.6    (f) COMPUTED    2 0
 SA1147
 SA1147.Superseded values are not recommended for survey control.
 SA1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1147.See file dsdata.txt to determine how the superseded data were derived.
 SA1147
 SA1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM112201(NAD 83)
 SA1147_MARKER: DB = BENCH MARK DISK
 SA1147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA1147_SP_SET: BRIDGE
 SA1147_STAMPING: B 267 1950
 SA1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA1147
 SA1147  HISTORY     - Date     Condition        Report By
 SA1147  HISTORY     - 1950     MONUMENTED       CGS
 SA1147
 SA1147                          STATION DESCRIPTION
 SA1147
 SA1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1147'5.3 MI SE FROM KIONA.
 SA1147'ABOUT 3.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SA1147'STATION AT KIONA, THENCE 2.3 MILES SOUTH ALONG A TRACK ROAD, AT BRIDGE
 SA1147'NO.48 OVER A DEEP RAVINE, 14.4 FEET EAST OF THE CENTER LINE OF THE
 SA1147'ROAD, IN THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT OF THE BRIDGE, 0.3
 SA1147'FOOT WEST OF THE EAST END OF THE ABUTMENT, AND ABOUT 2.0 FEET LOWER
 SA1147'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1148 ***********************************************************************
 SA1148  DESIGNATION -  B 267 RESET
 SA1148  PID         -  SA1148
 SA1148  STATE/COUNTY-  WA/BENTON
 SA1148  USGS QUAD   -  WEBBER CANYON (1965)
 SA1148
 SA1148                         *CURRENT SURVEY CONTROL
 SA1148  ___________________________________________________________________
 SA1148* NAD 83(1986)-  46 12 31.     (N)    119 26 49.     (W)     SCALED    
 SA1148* NAVD 88     -       294.19   (meters)     965.2    (feet)  RESET     
 SA1148  ___________________________________________________________________
 SA1148  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SA1148
 SA1148  VERT ORDER  -  THIRD
 SA1148
 SA1148.The horizontal coordinates were scaled from a topographic map and have
 SA1148.an estimated accuracy of +/- 6 seconds.
 SA1148
 SA1148.The orthometric height was computed from unverified reset data.
 SA1148.No vertical observational check was made to the station.
 SA1148
 SA1148.The geoid height was determined by GEOID03.
 SA1148
 SA1148;                    North         East    Units  Estimated Accuracy
 SA1148;SPC WA S     -    97,830.      581,260.      MT  (+/- 180 meters Scaled)
 SA1148
 SA1148                          SUPERSEDED SURVEY CONTROL
 SA1148
 SA1148  NGVD 29 (??/??/??)  293.15   (m)          961.8    (f) RESET       3  
 SA1148
 SA1148.Superseded values are not recommended for survey control.
 SA1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1148.See file dsdata.txt to determine how the superseded data were derived.
 SA1148
 SA1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM112201(NAD 83)
 SA1148_MARKER: DB = BENCH MARK DISK
 SA1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1148_STAMPING: B 267 RESET 1966
 SA1148_MARK LOGO: CGS   
 SA1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1148+STABILITY: SURFACE MOTION
 SA1148
 SA1148  HISTORY     - Date     Condition        Report By
 SA1148  HISTORY     - 1966     MONUMENTED       CGS
 SA1148  HISTORY     - 1967     GOOD             CGS
 SA1148
 SA1148                          STATION DESCRIPTION
 SA1148
 SA1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 SA1148'5.3 MI SE FROM KIONA.
 SA1148'ABOUT 3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SA1148'STATION AT KIONA, THENCE 2.3 MILES SOUTH ALONG A TRACK AND OILED ROAD,
 SA1148'AT THE SOUTH END OF A SOLID ROCK CUT, 75 FEET WEST OF THE CENTER LINE
 SA1148'OF THE ROAD AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, 3 FEET EAST
 SA1148'OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SA1148'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0250 ***********************************************************************
 SD0250  DESIGNATION -  B 27
 SD0250  PID         -  SD0250
 SD0250  STATE/COUNTY-  WA/JEFFERSON
 SD0250  USGS QUAD   -  QUEETS (1982)
 SD0250
 SD0250                         *CURRENT SURVEY CONTROL
 SD0250  ___________________________________________________________________
 SD0250* NAD 83(1986)-  47 32 04.     (N)    124 17 31.     (W)     SCALED    
 SD0250* NAVD 88     -        45.820  (meters)     150.33   (feet)  ADJUSTED  
 SD0250  ___________________________________________________________________
 SD0250  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SD0250  DYNAMIC HT  -          45.828 (meters)     150.35  (feet)  COMP
 SD0250  MODELED GRAV-     980,796.7   (mgal)                       NAVD 88
 SD0250
 SD0250  VERT ORDER  -  FIRST     CLASS II
 SD0250
 SD0250.The horizontal coordinates were scaled from a topographic map and have
 SD0250.an estimated accuracy of +/- 6 seconds.
 SD0250
 SD0250.The orthometric height was determined by differential leveling
 SD0250.and adjusted by the National Geodetic Survey in June 1991..
 SD0250
 SD0250.The geoid height was determined by GEOID03.
 SD0250
 SD0250.The dynamic height is computed by dividing the NAVD 88
 SD0250.geopotential number by the normal gravity value computed on the
 SD0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0250.degrees latitude (g = 980.6199 gals.).
 SD0250
 SD0250.The modeled gravity was interpolated from observed gravity values.
 SD0250
 SD0250;                    North         East    Units  Estimated Accuracy
 SD0250;SPC WA N     -    65,270.      239,680.      MT  (+/- 180 meters Scaled)
 SD0250
 SD0250                          SUPERSEDED SURVEY CONTROL
 SD0250
 SD0250  NGVD 29 (??/??/92)   44.782  (m)          146.92   (f) ADJ UNCH    1 2
 SD0250
 SD0250.Superseded values are not recommended for survey control.
 SD0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0250.See file dsdata.txt to determine how the superseded data were derived.
 SD0250
 SD0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT027653(NAD 83)
 SD0250_MARKER: DB = BENCH MARK DISK
 SD0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0250_STAMPING: 146.342 B 27 1933
 SD0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0250+STABILITY: SURFACE MOTION
 SD0250
 SD0250  HISTORY     - Date     Condition        Report By
 SD0250  HISTORY     - 1933     MONUMENTED       CGS
 SD0250  HISTORY     - 1974     MARK NOT FOUND   NGS
 SD0250
 SD0250                          STATION DESCRIPTION
 SD0250
 SD0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0250'4.2 MI S FROM QUEETS.
 SD0250'4.2 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM QUEETS, JEFFERSON COUNTY,
 SD0250'ON A NORTHEAST AND SOUTHWEST TANGENT, AT THE JEFFERSON-GRAYS HARBOR
 SD0250'COUNTY LINE, 60 FEET NORTHEAST OF POLE 1475, 23 FEET NORTH OF THE
 SD0250'COUNTY LINE POST, 35 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 SD0250'AND LEVEL WITH THE PAVEMENT.  A STANDARD DISK SET IN THE TOP OF A
 SD0250'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1377 ***********************************************************************
 SA1377  DESIGNATION -  B 270
 SA1377  PID         -  SA1377
 SA1377  STATE/COUNTY-  WA/BENTON
 SA1377  USGS QUAD   -  WHITSTRAN NE (1965)
 SA1377
 SA1377                         *CURRENT SURVEY CONTROL
 SA1377  ___________________________________________________________________
 SA1377* NAD 83(1986)-  46 07 50.     (N)    119 33 34.     (W)     SCALED    
 SA1377* NAVD 88     -       363.985  (meters)    1194.17   (feet)  ADJUSTED  
 SA1377  ___________________________________________________________________
 SA1377  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SA1377  DYNAMIC HT  -         363.983 (meters)    1194.17  (feet)  COMP
 SA1377  MODELED GRAV-     980,600.6   (mgal)                       NAVD 88
 SA1377
 SA1377  VERT ORDER  -  SECOND    CLASS 0
 SA1377
 SA1377.The horizontal coordinates were scaled from a topographic map and have
 SA1377.an estimated accuracy of +/- 6 seconds.
 SA1377
 SA1377.The orthometric height was determined by differential leveling
 SA1377.and adjusted by the National Geodetic Survey in June 1991..
 SA1377
 SA1377.The geoid height was determined by GEOID03.
 SA1377
 SA1377.The dynamic height is computed by dividing the NAVD 88
 SA1377.geopotential number by the normal gravity value computed on the
 SA1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1377.degrees latitude (g = 980.6199 gals.).
 SA1377
 SA1377.The modeled gravity was interpolated from observed gravity values.
 SA1377
 SA1377;                    North         East    Units  Estimated Accuracy
 SA1377;SPC WA S     -    89,040.      572,680.      MT  (+/- 180 meters Scaled)
 SA1377
 SA1377                          SUPERSEDED SURVEY CONTROL
 SA1377
 SA1377  NGVD 29 (??/??/92)  362.937  (m)         1190.74   (f) ADJ UNCH    2 0
 SA1377
 SA1377.Superseded values are not recommended for survey control.
 SA1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1377.See file dsdata.txt to determine how the superseded data were derived.
 SA1377
 SA1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM022117(NAD 83)
 SA1377_MARKER: DB = BENCH MARK DISK
 SA1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1377_STAMPING: B 270 1950
 SA1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1377+STABILITY: SURFACE MOTION
 SA1377
 SA1377  HISTORY     - Date     Condition        Report By
 SA1377  HISTORY     - 1950     MONUMENTED       CGS
 SA1377  HISTORY     - 1982     POOR             NGS
 SA1377
 SA1377                          STATION DESCRIPTION
 SA1377
 SA1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1377'15.9 MI SE FROM PROSSER.
 SA1377'13.9 MILES SOUTHEAST ALONG STATE HIGHWAY 8 E FROM THE PROSSER JUNIOR
 SA1377'HIGH SCHOOL, THENCE 2.0 MILES EAST ALONG SELLARDS ROAD, 16.4 MILES
 SA1377'SOUTH OF KIONA, 0.7 MILE EAST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 SA1377'TO A FARMHOUSE, 30 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.6
 SA1377'FEET EAST OF A WITNESS POST, ABOUT 2.0 FEET HIGH THAN THE ROAD, AND
 SA1377'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SA1377'GROUND.
 SA1377
 SA1377                          STATION RECOVERY (1982)
 SA1377
 SA1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA1377'THE AREA IS UNDER CULTIVATION AND THE MARK HAS BEEN HIT MANY TIMES BY
 SA1377'FARM EQUIPMENT THE STAMPING IS OBILITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2522 ***********************************************************************
 SA2522  DESIGNATION -  B 270 RESET
 SA2522  PID         -  SA2522
 SA2522  STATE/COUNTY-  WA/BENTON
 SA2522  USGS QUAD   -  WHITSTRAN NE (1965)
 SA2522
 SA2522                         *CURRENT SURVEY CONTROL
 SA2522  ___________________________________________________________________
 SA2522* NAD 83(1986)-  46 07 50.     (N)    119 33 34.     (W)     SCALED    
 SA2522* NAVD 88     -       364.55   (meters)    1196.0    (feet)  RESET     
 SA2522  ___________________________________________________________________
 SA2522  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SA2522
 SA2522  VERT ORDER  -  THIRD
 SA2522
 SA2522.The horizontal coordinates were scaled from a topographic map and have
 SA2522.an estimated accuracy of +/- 6 seconds.
 SA2522
 SA2522.The orthometric height was computed from unverified reset data.
 SA2522.No vertical observational check was made to the station.
 SA2522
 SA2522.The geoid height was determined by GEOID03.
 SA2522
 SA2522;                    North         East    Units  Estimated Accuracy
 SA2522;SPC WA S     -    89,040.      572,680.      MT  (+/- 180 meters Scaled)
 SA2522
 SA2522                          SUPERSEDED SURVEY CONTROL
 SA2522
 SA2522  NGVD 29 (12/17/02)  363.50   (m)         1192.6    (f) RESET       3  
 SA2522
 SA2522.Superseded values are not recommended for survey control.
 SA2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2522.See file dsdata.txt to determine how the superseded data were derived.
 SA2522
 SA2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM022117(NAD 83)
 SA2522_MARKER: DB = BENCH MARK DISK
 SA2522_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SA2522+WITH SETTING: PAVEMENT
 SA2522_SP_SET: TOWER FOOTING
 SA2522_STAMPING: B 270 RESET 1982
 SA2522_MARK LOGO: NGS   
 SA2522_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2522+STABILITY: SURFACE MOTION
 SA2522
 SA2522  HISTORY     - Date     Condition        Report By
 SA2522  HISTORY     - 1982     MONUMENTED       NGS
 SA2522
 SA2522                          STATION DESCRIPTION
 SA2522
 SA2522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SA2522'22.37 KM (13.90 MI) SOUTH ALONG STATE HIGHWAY 221 FROM THE RAILROAD
 SA2522'DEPOT IN PROSSER TO THE INTERSECTION OF SELLARDS ROAD, THENCE EAST
 SA2522'FROM SELLARDS ROAD FOR 3.22 KM (2.00 MI) TO THE POINT WHERE A
 SA2522'POWERLINE CROSSES THE ROAD AND THE MARK IN THE SOUTHWEST FOOTING FOR
 SA2522'THE FIRST POWER TOWER NORTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1029 ***********************************************************************
 RZ1029  DESIGNATION -  B 271
 RZ1029  PID         -  RZ1029
 RZ1029  STATE/COUNTY-  WA/ASOTIN
 RZ1029  USGS QUAD   -  BLACK BUTTE (1971)
 RZ1029
 RZ1029                         *CURRENT SURVEY CONTROL
 RZ1029  ___________________________________________________________________
 RZ1029* NAD 83(1986)-  46 03 41.     (N)    117 00 53.     (W)     SCALED    
 RZ1029* NAVD 88     -       281.435  (meters)     923.34   (feet)  ADJUSTED  
 RZ1029  ___________________________________________________________________
 RZ1029  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 RZ1029  DYNAMIC HT  -         281.380 (meters)     923.16  (feet)  COMP
 RZ1029  MODELED GRAV-     980,415.8   (mgal)                       NAVD 88
 RZ1029
 RZ1029  VERT ORDER  -  SECOND    CLASS 0
 RZ1029
 RZ1029.The horizontal coordinates were scaled from a topographic map and have
 RZ1029.an estimated accuracy of +/- 6 seconds.
 RZ1029
 RZ1029.The orthometric height was determined by differential leveling
 RZ1029.and adjusted by the National Geodetic Survey in June 1991..
 RZ1029
 RZ1029.The geoid height was determined by GEOID03.
 RZ1029
 RZ1029.The dynamic height is computed by dividing the NAVD 88
 RZ1029.geopotential number by the normal gravity value computed on the
 RZ1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1029.degrees latitude (g = 980.6199 gals.).
 RZ1029
 RZ1029.The modeled gravity was interpolated from observed gravity values.
 RZ1029
 RZ1029;                    North         East    Units  Estimated Accuracy
 RZ1029;SPC WA S     -    86,880.      769,580.      MT  (+/- 180 meters Scaled)
 RZ1029
 RZ1029                          SUPERSEDED SURVEY CONTROL
 RZ1029
 RZ1029  NGVD 29 (??/??/92)  280.347  (m)          919.77   (f) ADJ UNCH    2 0
 RZ1029
 RZ1029.Superseded values are not recommended for survey control.
 RZ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1029.See file dsdata.txt to determine how the superseded data were derived.
 RZ1029
 RZ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM988008(NAD 83)
 RZ1029_MARKER: DB = BENCH MARK DISK
 RZ1029_SETTING: 80 = SET IN A BOULDER
 RZ1029_SP_SET: BOULDER
 RZ1029_STAMPING: B 271 1945
 RZ1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1029+STABILITY: SURFACE MOTION
 RZ1029
 RZ1029  HISTORY     - Date     Condition        Report By
 RZ1029  HISTORY     - 1945     MONUMENTED       CGS
 RZ1029  HISTORY     - 1946     GOOD             NGS
 RZ1029  HISTORY     - 1971     MARK NOT FOUND   USGS
 RZ1029
 RZ1029                          STATION DESCRIPTION
 RZ1029
 RZ1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ1029'5.3 MI NW FROM ROGERSBURG.
 RZ1029'ABOUT 5.3 MILES NORTHWEST ALONG THE GRANDE RONDE RIVER FROM THE POST
 RZ1029'OFFICE AT ROGERSBURG, SET ON THE NORTH BANK OF THE RIVER, ABOUT 40
 RZ1029'FEET WEST OF A RANCH FENCE, ABOUT 10 FEET NORTH OF THE RIVER EDGE,
 RZ1029'ABOUT 4 FEET ABOVE HIGH WATER LEVEL, 2 FEET SOUTH OF A FENCE, SET IN
 RZ1029'THE TOP OF A LARGE BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE
 RZ1029'IMMEDIATE GROUND LEVEL.
 RZ1029
 RZ1029                          STATION RECOVERY (1971)
 RZ1029
 RZ1029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RZ1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1045 ***********************************************************************
 RZ1045  DESIGNATION -  B 272
 RZ1045  PID         -  RZ1045
 RZ1045  STATE/COUNTY-  WA/ASOTIN
 RZ1045  USGS QUAD   -  FIELDS SPRING (1995)
 RZ1045
 RZ1045                         *CURRENT SURVEY CONTROL
 RZ1045  ___________________________________________________________________
 RZ1045* NAD 83(1986)-  46 01 58.     (N)    117 13 25.     (W)     SCALED    
 RZ1045* NAVD 88     -       369.818  (meters)    1213.31   (feet)  ADJUSTED  
 RZ1045  ___________________________________________________________________
 RZ1045  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 RZ1045  DYNAMIC HT  -         369.768 (meters)    1213.15  (feet)  COMP
 RZ1045  MODELED GRAV-     980,471.3   (mgal)                       NAVD 88
 RZ1045
 RZ1045  VERT ORDER  -  SECOND    CLASS 0
 RZ1045
 RZ1045.The horizontal coordinates were scaled from a topographic map and have
 RZ1045.an estimated accuracy of +/- 6 seconds.
 RZ1045
 RZ1045.The orthometric height was determined by differential leveling
 RZ1045.and adjusted by the National Geodetic Survey in June 1991..
 RZ1045
 RZ1045.The geoid height was determined by GEOID03.
 RZ1045
 RZ1045.The dynamic height is computed by dividing the NAVD 88
 RZ1045.geopotential number by the normal gravity value computed on the
 RZ1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1045.degrees latitude (g = 980.6199 gals.).
 RZ1045
 RZ1045.The modeled gravity was interpolated from observed gravity values.
 RZ1045
 RZ1045;                    North         East    Units  Estimated Accuracy
 RZ1045;SPC WA S     -    83,010.      753,570.      MT  (+/- 180 meters Scaled)
 RZ1045
 RZ1045                          SUPERSEDED SURVEY CONTROL
 RZ1045
 RZ1045  NGVD 29 (??/??/92)  368.740  (m)         1209.77   (f) ADJ UNCH    2 0
 RZ1045
 RZ1045.Superseded values are not recommended for survey control.
 RZ1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1045.See file dsdata.txt to determine how the superseded data were derived.
 RZ1045
 RZ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML826977(NAD 83)
 RZ1045_MARKER: DB = BENCH MARK DISK
 RZ1045_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1045_SP_SET: ROCK
 RZ1045_STAMPING: B 272 1945
 RZ1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1045+STABILITY: POSITION/ELEVATION WELL
 RZ1045
 RZ1045  HISTORY     - Date     Condition        Report By
 RZ1045  HISTORY     - 1945     MONUMENTED       CGS
 RZ1045
 RZ1045                          STATION DESCRIPTION
 RZ1045
 RZ1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RZ1045'20.0 MI NE FROM TROY, OR.
 RZ1045'17.4 MILES NORTHEAST OF TROY POST OFFICE, ALONG TROY-ANATONE ROAD,
 RZ1045'THENCE 2.6 MILES EAST NORTHEAST BY DIRT ROAD AND TRAIL ALONG THE NORTH
 RZ1045'BANK OF THE GRANDE RONDE RIVER, 226 FEET NORTHEAST OF AN ABANDONED
 RZ1045'SHED, 112 FEET NORTHWEST OF THE BANK OF THE RIVER, 24 FEET WEST OF A
 RZ1045'27 INCH PINE TREE.  A BRONZE DISK, SET IN THE DRILL HOLE IN THE TOP OF
 RZ1045'A 6-6 FOOT LAVA ROCK, 4 FEET ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0759 ***********************************************************************
 SB0759  DESIGNATION -  B 273
 SB0759  PID         -  SB0759
 SB0759  STATE/COUNTY-  WA/LEWIS
 SB0759  USGS QUAD   -  TOWER ROCK (1994)
 SB0759
 SB0759                         *CURRENT SURVEY CONTROL
 SB0759  ___________________________________________________________________
 SB0759* NAD 83(1986)-  46 26 46.     (N)    121 48 29.     (W)     SCALED    
 SB0759* NAVD 88     -       408.295  (meters)    1339.55   (feet)  ADJUSTED  
 SB0759  ___________________________________________________________________
 SB0759  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 SB0759  DYNAMIC HT  -         408.282 (meters)    1339.51  (feet)  COMP
 SB0759  MODELED GRAV-     980,570.6   (mgal)                       NAVD 88
 SB0759
 SB0759  VERT ORDER  -  SECOND    CLASS 0
 SB0759
 SB0759.The horizontal coordinates were scaled from a topographic map and have
 SB0759.an estimated accuracy of +/- 6 seconds.
 SB0759
 SB0759.The orthometric height was determined by differential leveling
 SB0759.and adjusted by the National Geodetic Survey in June 1991..
 SB0759
 SB0759.The geoid height was determined by GEOID03.
 SB0759
 SB0759.The dynamic height is computed by dividing the NAVD 88
 SB0759.geopotential number by the normal gravity value computed on the
 SB0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0759.degrees latitude (g = 980.6199 gals.).
 SB0759
 SB0759.The modeled gravity was interpolated from observed gravity values.
 SB0759
 SB0759;                    North         East    Units  Estimated Accuracy
 SB0759;SPC WA S     -   124,520.      399,500.      MT  (+/- 180 meters Scaled)
 SB0759
 SB0759                          SUPERSEDED SURVEY CONTROL
 SB0759
 SB0759  NGVD 29 (??/??/92)  407.198  (m)         1335.95   (f) ADJ UNCH    2 0
 SB0759
 SB0759.Superseded values are not recommended for survey control.
 SB0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0759.See file dsdata.txt to determine how the superseded data were derived.
 SB0759
 SB0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES915443(NAD 83)
 SB0759_MARKER: DB = BENCH MARK DISK
 SB0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0759_STAMPING: B273 1946
 SB0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0759+STABILITY: SURFACE MOTION
 SB0759
 SB0759  HISTORY     - Date     Condition        Report By
 SB0759  HISTORY     - 1946     MONUMENTED       CGS
 SB0759  HISTORY     - 1968     MARK NOT FOUND   NGS
 SB0759
 SB0759                          STATION DESCRIPTION
 SB0759
 SB0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0759'12.5 MI SE FROM RANDLE.
 SB0759'0.1 MILE EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0759'THENCE 9.3 MILES SOUTHEAST ALONG THE RANDLE-CISPUS COUNTY ROAD, THENCE
 SB0759'3.1 MILES SOUTHEAST ALONG THE TROUT LAKE FOREST SERVICE ROAD, SET IN
 SB0759'THE TOP OF A CONCRETE POST, 100 FEET SOUTHWEST OF A PIPE CULVERT, 24
 SB0759'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF A
 SB0759'REFERENCE POST, AND ABOUT 1 FOOT ABOVE THE ROAD GRADE.
 SB0759
 SB0759                          STATION RECOVERY (1968)
 SB0759
 SB0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SB0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1069 ***********************************************************************
 RZ1069  DESIGNATION -  B 274
 RZ1069  PID         -  RZ1069
 RZ1069  STATE/COUNTY-  WA/ASOTIN
 RZ1069  USGS QUAD   -  ASOTIN (1971)
 RZ1069
 RZ1069                         *CURRENT SURVEY CONTROL
 RZ1069  ___________________________________________________________________
 RZ1069* NAD 83(1986)-  46 22 07.     (N)    117 03 48.     (W)     SCALED    
 RZ1069* NAVD 88     -       227.404  (meters)     746.07   (feet)  ADJUSTED  
 RZ1069  ___________________________________________________________________
 RZ1069  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 RZ1069  DYNAMIC HT  -         227.404 (meters)     746.07  (feet)  COMP
 RZ1069  MODELED GRAV-     980,609.9   (mgal)                       NAVD 88
 RZ1069
 RZ1069  VERT ORDER  -  SECOND    CLASS 0
 RZ1069
 RZ1069.The horizontal coordinates were scaled from a topographic map and have
 RZ1069.an estimated accuracy of +/- 6 seconds.
 RZ1069
 RZ1069.The orthometric height was determined by differential leveling
 RZ1069.and adjusted by the National Geodetic Survey in June 1991..
 RZ1069
 RZ1069.The geoid height was determined by GEOID03.
 RZ1069
 RZ1069.The dynamic height is computed by dividing the NAVD 88
 RZ1069.geopotential number by the normal gravity value computed on the
 RZ1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1069.degrees latitude (g = 980.6199 gals.).
 RZ1069
 RZ1069.The modeled gravity was interpolated from observed gravity values.
 RZ1069
 RZ1069;                    North         East    Units  Estimated Accuracy
 RZ1069;SPC WA S     -   120,830.      764,340.      MT  (+/- 180 meters Scaled)
 RZ1069
 RZ1069                          SUPERSEDED SURVEY CONTROL
 RZ1069
 RZ1069  NGVD 29 (??/??/92)  226.417  (m)          742.84   (f) ADJ UNCH    2 0
 RZ1069
 RZ1069.Superseded values are not recommended for survey control.
 RZ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1069.See file dsdata.txt to determine how the superseded data were derived.
 RZ1069
 RZ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM951350(NAD 83)
 RZ1069_MARKER: DB = BENCH MARK DISK
 RZ1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1069_SP_SET: CULVERT
 RZ1069_STAMPING: B 274 1945
 RZ1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1069
 RZ1069  HISTORY     - Date     Condition        Report By
 RZ1069  HISTORY     - 1945     MONUMENTED       CGS
 RZ1069  HISTORY     - 1946     GOOD             NGS
 RZ1069
 RZ1069                          STATION DESCRIPTION
 RZ1069
 RZ1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ1069'3.2 MI S FROM CLARKSTON.
 RZ1069'ALONG STATE HIGHWAY NO. 3, 3.2 MILES SOUTH OF THE POST OFFICE AT
 RZ1069'CLARKSTON, 102.0 FEET NORTH OF CENTER OF PAVED ROAD LEADING WEST INTO
 RZ1069'CLEMANS ADDITION, 32.5 FEET WEST OF CENTER OF HIGHWAY, SET 0.4 FOOT
 RZ1069'SOUTH OF THE NORTH END OF THE WEST HEAD-WALL OF A 6X6 FOOT CONCRETE
 RZ1069'CULVERT UNDER THE HIGHWAY, ABOUT 11 FEET BELOW THE HIGHWAY.  NOTE--
 RZ1069'THIS BENCH MARK IS ALSO 2.2 MILES NORTHWEST OF THE COURT HOUSE AT
 RZ1069'ASOTIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1062 ***********************************************************************
 RC1062  DESIGNATION -  B 275
 RC1062  PID         -  RC1062
 RC1062  STATE/COUNTY-  WA/KLICKITAT
 RC1062  USGS QUAD   -  DEAD CANYON (1983)
 RC1062
 RC1062                         *CURRENT SURVEY CONTROL
 RC1062  ___________________________________________________________________
 RC1062* NAD 83(1986)-  45 56 10.     (N)    121 08 00.     (W)     SCALED    
 RC1062* NAVD 88     -       268.475  (meters)     880.82   (feet)  ADJUSTED  
 RC1062  ___________________________________________________________________
 RC1062  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 RC1062  DYNAMIC HT  -         268.460 (meters)     880.77  (feet)  COMP
 RC1062  MODELED GRAV-     980,555.9   (mgal)                       NAVD 88
 RC1062
 RC1062  VERT ORDER  -  SECOND    CLASS 0
 RC1062
 RC1062.The horizontal coordinates were scaled from a topographic map and have
 RC1062.an estimated accuracy of +/- 6 seconds.
 RC1062
 RC1062.The orthometric height was determined by differential leveling
 RC1062.and adjusted by the National Geodetic Survey in June 1991..
 RC1062
 RC1062.The geoid height was determined by GEOID03.
 RC1062
 RC1062.The dynamic height is computed by dividing the NAVD 88
 RC1062.geopotential number by the normal gravity value computed on the
 RC1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1062.degrees latitude (g = 980.6199 gals.).
 RC1062
 RC1062.The modeled gravity was interpolated from observed gravity values.
 RC1062
 RC1062;                    North         East    Units  Estimated Accuracy
 RC1062;SPC WA S     -    67,200.      450,890.      MT  (+/- 180 meters Scaled)
 RC1062
 RC1062                          SUPERSEDED SURVEY CONTROL
 RC1062
 RC1062  NGVD 29 (??/??/92)  267.394  (m)          877.28   (f) ADJ UNCH    2 0
 RC1062
 RC1062.Superseded values are not recommended for survey control.
 RC1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1062.See file dsdata.txt to determine how the superseded data were derived.
 RC1062
 RC1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR447886(NAD 83)
 RC1062_MARKER: DB = BENCH MARK DISK
 RC1062_SETTING: 80 = SET IN A BOULDER
 RC1062_SP_SET: BOULDER
 RC1062_STAMPING: B 275 1946
 RC1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1062+STABILITY: SURFACE MOTION
 RC1062
 RC1062  HISTORY     - Date     Condition        Report By
 RC1062  HISTORY     - 1946     MONUMENTED       CGS
 RC1062  HISTORY     - 1956     MARK NOT FOUND   NGS
 RC1062
 RC1062                          STATION DESCRIPTION
 RC1062
 RC1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1062'14.2 MI SE FROM GLENWOOD.
 RC1062'0.7 MILE SOUTHEAST ALONG AN OILED COUNTY ROAD FROM THE SCHOOL AT
 RC1062'GLENWOOD, 11.4 MILES EAST ALONG THE GOLDENDALE ROAD, 2.1 MILES
 RC1062'SOUTHEAST ALONG THE LOGGING RAILROAD, 2.5 TELEPHONE POLES NORTHEAST OF
 RC1062'MILE POST NO.16, SET IN A BOULDER ON THE EDGE OF THE BANK, 18 FEET
 RC1062'NORTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET BELOW THE TRACK
 RC1062'LEVEL.  NOTE-- 1956 USGS REPORT-- SEARCHED FOR AND NOT FOUND. PRESUMED
 RC1062'LOST BY TRACK WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0649 ***********************************************************************
 SB0649  DESIGNATION -  B 276
 SB0649  PID         -  SB0649
 SB0649  STATE/COUNTY-  WA/YAKIMA
 SB0649  USGS QUAD   -  JUNGLE BUTTE (1970)
 SB0649
 SB0649                         *CURRENT SURVEY CONTROL
 SB0649  ___________________________________________________________________
 SB0649* NAD 83(1986)-  46 09 42.     (N)    121 17 09.     (W)     SCALED    
 SB0649* NAVD 88     -       843.894  (meters)    2768.68   (feet)  ADJUSTED  
 SB0649  ___________________________________________________________________
 SB0649  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 SB0649  DYNAMIC HT  -         843.779 (meters)    2768.30  (feet)  COMP
 SB0649  MODELED GRAV-     980,450.0   (mgal)                       NAVD 88
 SB0649
 SB0649  VERT ORDER  -  SECOND    CLASS 0
 SB0649
 SB0649.The horizontal coordinates were scaled from a topographic map and have
 SB0649.an estimated accuracy of +/- 6 seconds.
 SB0649
 SB0649.The orthometric height was determined by differential leveling
 SB0649.and adjusted by the National Geodetic Survey in June 1991..
 SB0649
 SB0649.The geoid height was determined by GEOID03.
 SB0649
 SB0649.The dynamic height is computed by dividing the NAVD 88
 SB0649.geopotential number by the normal gravity value computed on the
 SB0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0649.degrees latitude (g = 980.6199 gals.).
 SB0649
 SB0649.The modeled gravity was interpolated from observed gravity values.
 SB0649
 SB0649;                    North         East    Units  Estimated Accuracy
 SB0649;SPC WA S     -    92,370.      439,310.      MT  (+/- 180 meters Scaled)
 SB0649
 SB0649                          SUPERSEDED SURVEY CONTROL
 SB0649
 SB0649  NGVD 29 (??/??/92)  842.718  (m)         2764.82   (f) ADJ UNCH    2 0
 SB0649
 SB0649.Superseded values are not recommended for survey control.
 SB0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0649.See file dsdata.txt to determine how the superseded data were derived.
 SB0649
 SB0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS323134(NAD 83)
 SB0649_MARKER: DB = BENCH MARK DISK
 SB0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0649_STAMPING: B 276 1946
 SB0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0649+STABILITY: SURFACE MOTION
 SB0649
 SB0649  HISTORY     - Date     Condition        Report By
 SB0649  HISTORY     - 1946     MONUMENTED       CGS
 SB0649
 SB0649                          STATION DESCRIPTION
 SB0649
 SB0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0649'12.6 MI N FROM GLENWOOD.
 SB0649'0.1 MILE SOUTHEAST ALONG AN OILED COUNTY ROAD FROM THE SCHOOL AT
 SB0649'GLENWOOD, 12.5 MILES NORTH ALONG THE MT. ADAMS ROAD, AT CREST OF RISE
 SB0649'IN THE ROAD, SET ON THE TOP OF A CONCRETE POST, 27 FEET WEST OF THE
 SB0649'CENTERLINE OF THE ROAD, 9 FEET SOUTH OF A 24-INCH FIR TREE, AND 3 FEET
 SB0649'EAST OF A REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0491 ***********************************************************************
 SB0491  DESIGNATION -  B 277 RESET 1974
 SB0491  PID         -  SB0491
 SB0491  STATE/COUNTY-  WA/YAKIMA
 SB0491  USGS QUAD   -  TOPPENISH MTN (1958)
 SB0491
 SB0491                         *CURRENT SURVEY CONTROL
 SB0491  ___________________________________________________________________
 SB0491* NAD 83(1986)-  46 19 07.     (N)    120 44 08.     (W)     SCALED    
 SB0491* NAVD 88     -       396.47   (meters)    1300.8    (feet)  RESET     
 SB0491  ___________________________________________________________________
 SB0491  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 SB0491
 SB0491  VERT ORDER  -  THIRD
 SB0491
 SB0491.The horizontal coordinates were scaled from a topographic map and have
 SB0491.an estimated accuracy of +/- 6 seconds.
 SB0491
 SB0491.The orthometric height was computed from unverified reset data.
 SB0491.No vertical observational check was made to the station.
 SB0491
 SB0491.The geoid height was determined by GEOID03.
 SB0491
 SB0491;                    North         East    Units  Estimated Accuracy
 SB0491;SPC WA S     -   109,540.      481,860.      MT  (+/- 180 meters Scaled)
 SB0491
 SB0491                          SUPERSEDED SURVEY CONTROL
 SB0491
 SB0491  NGVD 29 (12/17/02)  395.40   (m)         1297.2    (f) RESET       3  
 SB0491
 SB0491.Superseded values are not recommended for survey control.
 SB0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0491.See file dsdata.txt to determine how the superseded data were derived.
 SB0491
 SB0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS743319(NAD 83)
 SB0491_MARKER: DB = BENCH MARK DISK
 SB0491_SETTING: 80 = SET IN A BOULDER
 SB0491_SP_SET: BOULDER
 SB0491_STAMPING: B 277 RESET 1974
 SB0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0491+STABILITY: SURFACE MOTION
 SB0491
 SB0491  HISTORY     - Date     Condition        Report By
 SB0491  HISTORY     - 1974     MONUMENTED       DI
 SB0491
 SB0491                          STATION DESCRIPTION
 SB0491
 SB0491'DESCRIBED BY US DEPARTMENT OF INTERIOR 1974
 SB0491'4.2 MI S FROM WHITE SWAN.
 SB0491'4.2 MILES SOUTH ALONG THE SIGNAL PEAK ROAD FROM THE WHITE SWAN SCHOOL,
 SB0491'0.1 MILE NORTH OF THE INTERSECTION OF SIGNAL PEAK ROAD AND MT. ADAMS
 SB0491'HIGHWAY, 230 FEET NORTHWEST OF A 48-INCH CORRUGATED METAL PIPE, 106
 SB0491'FEET NORTHEAST OF A WITNESS POST FOR A SECTION CORNER. DISK IS SET IN
 SB0491'A ROUND CONCRETE SLAB ON A LARGE BURIED BOULDER WITH BM PAINTED ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1622 ***********************************************************************
 SA1622  DESIGNATION -  B 278
 SA1622  PID         -  SA1622
 SA1622  STATE/COUNTY-  WA/KITTITAS
 SA1622  USGS QUAD   -  BEVERLY (1965)
 SA1622
 SA1622                         *CURRENT SURVEY CONTROL
 SA1622  ___________________________________________________________________
 SA1622* NAD 83(1986)-  46 47 28.     (N)    119 57 01.     (W)     SCALED    
 SA1622* NAVD 88     -       166.397  (meters)     545.92   (feet)  ADJUSTED  
 SA1622  ___________________________________________________________________
 SA1622  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SA1622  DYNAMIC HT  -         166.408 (meters)     545.96  (feet)  COMP
 SA1622  MODELED GRAV-     980,680.8   (mgal)                       NAVD 88
 SA1622
 SA1622  VERT ORDER  -  SECOND    CLASS 0
 SA1622
 SA1622.The horizontal coordinates were scaled from a topographic map and have
 SA1622.an estimated accuracy of +/- 6 seconds.
 SA1622
 SA1622.The orthometric height was determined by differential leveling
 SA1622.and adjusted by the National Geodetic Survey in June 1991..
 SA1622
 SA1622.The geoid height was determined by GEOID03.
 SA1622
 SA1622.The dynamic height is computed by dividing the NAVD 88
 SA1622.geopotential number by the normal gravity value computed on the
 SA1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1622.degrees latitude (g = 980.6199 gals.).
 SA1622
 SA1622.The modeled gravity was interpolated from observed gravity values.
 SA1622
 SA1622;                    North         East    Units  Estimated Accuracy
 SA1622;SPC WA S     -   162,180.      541,970.      MT  (+/- 180 meters Scaled)
 SA1622
 SA1622                          SUPERSEDED SURVEY CONTROL
 SA1622
 SA1622  NGVD 29 (??/??/92)  165.322  (m)          542.39   (f) ADJ UNCH    2 0
 SA1622
 SA1622.Superseded values are not recommended for survey control.
 SA1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1622.See file dsdata.txt to determine how the superseded data were derived.
 SA1622
 SA1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM748861(NAD 83)
 SA1622_MARKER: DB = BENCH MARK DISK
 SA1622_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1622_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1622_STAMPING: B 278 1946
 SA1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1622
 SA1622  HISTORY     - Date     Condition        Report By
 SA1622  HISTORY     - 1946     MONUMENTED       CGS
 SA1622  HISTORY     - 1965     MARK NOT FOUND   USGS
 SA1622
 SA1622                          STATION DESCRIPTION
 SA1622
 SA1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SA1622'3.0 MI S FROM BEVERLY JUNCTION.
 SA1622'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 3.0 MILES
 SA1622'SOUTH OF THE JUNCTION POINT AT BEVERLY JUNCTION, AT PRIVATE DIRT ROAD
 SA1622'CROSSING, 67.6 FEET NORTHWEST OF NORTHWEST RAIL, 48.0 FEET NORTH OF
 SA1622'MILE POST NO. 3, 30.0 FEET SOUTHEAST OF CENTER OF PRIVATE DIRT ROAD,
 SA1622'10.6 FEET NORTH OF POST AT SOUTH END OF A WOVEN NET WIRE FENCE, 2.6
 SA1622'FEET SOUTHEAST OF NET WIRE FENCE, 2.4 FEET NORTH OF REFERENCE POST,
 SA1622'BRAZED ON TOP OF A 3-INCH CAST IRON SOIL PIPE WHICH IS SET IN CONCRETE
 SA1622'ABOUT 2 FEET BELOW TRACK AND PROJECTING 0.4 FOOT ABOVE GROUND.
 SA1622
 SA1622                          STATION RECOVERY (1965)
 SA1622
 SA1622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA1622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1578 ***********************************************************************
 SA1578  DESIGNATION -  B 279
 SA1578  PID         -  SA1578
 SA1578  STATE/COUNTY-  WA/GRANT
 SA1578  USGS QUAD   -  PRIEST RAPIDS (1978)
 SA1578
 SA1578                         *CURRENT SURVEY CONTROL
 SA1578  ___________________________________________________________________
 SA1578* NAD 83(1986)-  46 40 17.     (N)    119 54 56.     (W)     SCALED    
 SA1578* NAVD 88     -       165.854  (meters)     544.14   (feet)  ADJUSTED  
 SA1578  ___________________________________________________________________
 SA1578  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SA1578  DYNAMIC HT  -         165.864 (meters)     544.17  (feet)  COMP
 SA1578  MODELED GRAV-     980,675.0   (mgal)                       NAVD 88
 SA1578
 SA1578  VERT ORDER  -  SECOND    CLASS 0
 SA1578
 SA1578.The horizontal coordinates were scaled from a topographic map and have
 SA1578.an estimated accuracy of +/- 6 seconds.
 SA1578
 SA1578.The orthometric height was determined by differential leveling
 SA1578.and adjusted by the National Geodetic Survey in June 1991..
 SA1578
 SA1578.The geoid height was determined by GEOID03.
 SA1578
 SA1578.The dynamic height is computed by dividing the NAVD 88
 SA1578.geopotential number by the normal gravity value computed on the
 SA1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1578.degrees latitude (g = 980.6199 gals.).
 SA1578
 SA1578.The modeled gravity was interpolated from observed gravity values.
 SA1578
 SA1578;                    North         East    Units  Estimated Accuracy
 SA1578;SPC WA S     -   148,890.      544,720.      MT  (+/- 180 meters Scaled)
 SA1578
 SA1578                          SUPERSEDED SURVEY CONTROL
 SA1578
 SA1578  NGVD 29 (??/??/92)  164.782  (m)          540.62   (f) ADJ UNCH    2 0
 SA1578
 SA1578.Superseded values are not recommended for survey control.
 SA1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1578.See file dsdata.txt to determine how the superseded data were derived.
 SA1578
 SA1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM769727(NAD 83)
 SA1578_MARKER: DB = BENCH MARK DISK
 SA1578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1578_SP_SET: PIPE
 SA1578_STAMPING: B 279
 SA1578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1578
 SA1578  HISTORY     - Date     Condition        Report By
 SA1578  HISTORY     - UNK      MONUMENTED       CGS
 SA1578  HISTORY     - 1967     GOOD             NGS
 SA1578
 SA1578                          STATION DESCRIPTION
 SA1578
 SA1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1578'6.75 MI SW FROM MATTAWA.
 SA1578'THE MARK IS ABOUT 0.1 MILE EAST OF THE WEST SIDE OF SECTION 26, T14N,
 SA1578'R23E, 1.8 MILES NORTHWEST OF PRIEST RAPIDS DAM, 0.1 MILE NORTHEAST OF
 SA1578'THE RESERVOIR, 58 FEET SOUTH OF THE CENTER OF THE ROAD, ON THE SUMMIT
 SA1578'OF A HILL, ON THE INSIDE OF A CURVE AND ABOUT LEVEL WITH THE ROAD, A
 SA1578'STANDARD DISK WELDED TO A 3 1/2-INCH PIPE WHICH PROJECTS 10 INCHES.
 SA1578'NOTE-- REACHED FROM MATTAWA BY GOING WEST 1.6 MILES, THEN SOUTH 2.15
 SA1578'MILES TO A RANCH HOUSE ON THE RIGHT, CONTINUE SOUTH, THEN SOUTHEAST
 SA1578'ALONG THE RIVER FOR 3.0 MILES TO A CURVE TO THE RIGHT AT THE SUMMIT OF
 SA1578'A SMALL HILL AND THE MARK ON THE RIGHT.  METAL WITNESS POST WAS SET 1
 SA1578'FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0171 ***********************************************************************
 SD0171  DESIGNATION -  B 28
 SD0171  PID         -  SD0171
 SD0171  STATE/COUNTY-  WA/CLALLAM
 SD0171  USGS QUAD   -  FORKS (1981)
 SD0171
 SD0171                         *CURRENT SURVEY CONTROL
 SD0171  ___________________________________________________________________
 SD0171* NAD 83(1986)-  47 58 03.     (N)    124 24 13.     (W)     SCALED    
 SD0171* NAVD 88     -        91.226  (meters)     299.30   (feet)  POSTED    
 SD0171  ___________________________________________________________________
 SD0171  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 SD0171  DYNAMIC HT  -          91.240 (meters)     299.34  (feet)  COMP
 SD0171  MODELED GRAV-     980,804.6   (mgal)                       NAVD 88
 SD0171
 SD0171  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SD0171
 SD0171.The horizontal coordinates were scaled from a topographic map and have
 SD0171.an estimated accuracy of +/- 6 seconds.
 SD0171
 SD0171.The orthometric height was determined by differential leveling
 SD0171.and adjusted by the National Geodetic Survey in 1992..
 SD0171.No vertical observational check was made to the station.
 SD0171.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SD0171.was located on a no-check spur therefore a value was not computed.
 SD0171
 SD0171.The geoid height was determined by GEOID03.
 SD0171
 SD0171.The dynamic height is computed by dividing the NAVD 88
 SD0171.geopotential number by the normal gravity value computed on the
 SD0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0171.degrees latitude (g = 980.6199 gals.).
 SD0171
 SD0171.The modeled gravity was interpolated from observed gravity values.
 SD0171
 SD0171;                    North         East    Units  Estimated Accuracy
 SD0171;SPC WA N     -   113,750.      233,510.      MT  (+/- 180 meters Scaled)
 SD0171
 SD0171                          SUPERSEDED SURVEY CONTROL
 SD0171
 SD0171  NGVD 29 (??/??/92)   90.164  (m)          295.81   (f) ADJ UNCH    1 2
 SD0171
 SD0171.Superseded values are not recommended for survey control.
 SD0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0171.See file dsdata.txt to determine how the superseded data were derived.
 SD0171
 SD0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU952136(NAD 83)
 SD0171_MARKER: DB = BENCH MARK DISK
 SD0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0171_STAMPING: 295.360 B 28 1933
 SD0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0171+STABILITY: SURFACE MOTION
 SD0171
 SD0171  HISTORY     - Date     Condition        Report By
 SD0171  HISTORY     - 1933     MONUMENTED       CGS
 SD0171  HISTORY     - 1974     MARK NOT FOUND   NGS
 SD0171
 SD0171                          STATION DESCRIPTION
 SD0171
 SD0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0171'1.7 MI N FROM FORKS.
 SD0171'1.7 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 SD0171'ACKERLY STREET AND FORKS AVENUE AT FORKS, CLALLAM COUNTY, AT THE
 SD0171'JUNCTION OF THE LA PUSH-MORA HIGHWAY LEADING WEST, 55 FEET NORTH OF A
 SD0171'48 INCH FIR STUMP PROJECTING 4 FEET ABOVE THE GROUND, IN THE CENTER OF
 SD0171'THE JUNCTION TRIANGLE, 37 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 SD0171'15 FEET SOUTHWEST OF A POLE, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 SD0171'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 SD0171'GROUND.  SEC 5, T28N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0962 ***********************************************************************
 RZ0962  DESIGNATION -  B 280
 RZ0962  PID         -  RZ0962
 RZ0962  STATE/COUNTY-  WA/ASOTIN
 RZ0962  USGS QUAD   -  WEISSENFELS RIDGE (1971)
 RZ0962
 RZ0962                         *CURRENT SURVEY CONTROL
 RZ0962  ___________________________________________________________________
 RZ0962* NAD 83(1986)-  46 14 41.     (N)    117 03 32.     (W)     SCALED    
 RZ0962* NAVD 88     -       807.094  (meters)    2647.94   (feet)  ADJUSTED  
 RZ0962  ___________________________________________________________________
 RZ0962  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 RZ0962  DYNAMIC HT  -         807.014 (meters)    2647.68  (feet)  COMP
 RZ0962  MODELED GRAV-     980,487.7   (mgal)                       NAVD 88
 RZ0962
 RZ0962  VERT ORDER  -  SECOND    CLASS 0
 RZ0962
 RZ0962.The horizontal coordinates were scaled from a topographic map and have
 RZ0962.an estimated accuracy of +/- 6 seconds.
 RZ0962
 RZ0962.The orthometric height was determined by differential leveling
 RZ0962.and adjusted by the National Geodetic Survey in June 1991..
 RZ0962
 RZ0962.The geoid height was determined by GEOID03.
 RZ0962
 RZ0962.The dynamic height is computed by dividing the NAVD 88
 RZ0962.geopotential number by the normal gravity value computed on the
 RZ0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0962.degrees latitude (g = 980.6199 gals.).
 RZ0962
 RZ0962.The modeled gravity was interpolated from observed gravity values.
 RZ0962
 RZ0962;                    North         East    Units  Estimated Accuracy
 RZ0962;SPC WA S     -   107,090.      765,280.      MT  (+/- 180 meters Scaled)
 RZ0962
 RZ0962                          SUPERSEDED SURVEY CONTROL
 RZ0962
 RZ0962  NGVD 29 (??/??/92)  806.063  (m)         2644.56   (f) ADJ UNCH    2 0
 RZ0962
 RZ0962.Superseded values are not recommended for survey control.
 RZ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0962.See file dsdata.txt to determine how the superseded data were derived.
 RZ0962
 RZ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM954212(NAD 83)
 RZ0962_MARKER: DB = BENCH MARK DISK
 RZ0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0962_STAMPING: B 280 1946
 RZ0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0962+STABILITY: SURFACE MOTION
 RZ0962
 RZ0962  HISTORY     - Date     Condition        Report By
 RZ0962  HISTORY     - 1946     MONUMENTED       CGS
 RZ0962  HISTORY     - 1962     GOOD             NGS
 RZ0962
 RZ0962                          STATION DESCRIPTION
 RZ0962
 RZ0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RZ0962'9.0 MI N FROM ANATONE.
 RZ0962'REACHED FROM THE POST OFFICE AT ANATONE GO NORTH ON STATE HIGHWAY 3
 RZ0962'FOR ABOUT 9.0 MILES - THIS IS ABOUT 9.6 MILES SOUTH OF THE ASOTIN
 RZ0962'COUNTY COURT HOUSE - ABOUT 0.1 MILE NORTH OF A FENCE CORNER, 33 FEET
 RZ0962'EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT THE SAME ELEVATION, 4
 RZ0962'FEET NORTHEAST OF POWER LINE POLE 44/114, 3 FEET SOUTH OF A METAL
 RZ0962'WITNESS POST, 1 FOOT EAST OF THE EAST RIGHT OF WAY FENCE.  A STANDARD
 RZ0962'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST THAT IS PROJECTING
 RZ0962'ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0039 ***********************************************************************
 TP0039  DESIGNATION -  B 281
 TP0039  PID         -  TP0039
 TP0039  STATE/COUNTY-  WA/FERRY
 TP0039  USGS QUAD   -  MARCUS (1979)
 TP0039
 TP0039                         *CURRENT SURVEY CONTROL
 TP0039  ___________________________________________________________________
 TP0039* NAD 83(1986)-  48 37 35.     (N)    118 07 10.     (W)     SCALED    
 TP0039* NAVD 88     -       411.602  (meters)    1350.40   (feet)  ADJUSTED  
 TP0039  ___________________________________________________________________
 TP0039  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 TP0039  DYNAMIC HT  -         411.667 (meters)    1350.61  (feet)  COMP
 TP0039  MODELED GRAV-     980,757.3   (mgal)                       NAVD 88
 TP0039
 TP0039  VERT ORDER  -  FIRST     CLASS II
 TP0039
 TP0039.The horizontal coordinates were scaled from a topographic map and have
 TP0039.an estimated accuracy of +/- 6 seconds.
 TP0039
 TP0039.The orthometric height was determined by differential leveling
 TP0039.and adjusted by the National Geodetic Survey in June 1991..
 TP0039
 TP0039.The geoid height was determined by GEOID03.
 TP0039
 TP0039.The dynamic height is computed by dividing the NAVD 88
 TP0039.geopotential number by the normal gravity value computed on the
 TP0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0039.degrees latitude (g = 980.6199 gals.).
 TP0039
 TP0039.The modeled gravity was interpolated from observed gravity values.
 TP0039
 TP0039;                    North         East    Units  Estimated Accuracy
 TP0039;SPC WA N     -   184,360.      700,020.      MT  (+/- 180 meters Scaled)
 TP0039
 TP0039                          SUPERSEDED SURVEY CONTROL
 TP0039
 TP0039  NGVD 29 (??/??/92)  410.375  (m)         1346.37   (f) ADJ UNCH    1 2
 TP0039
 TP0039.Superseded values are not recommended for survey control.
 TP0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0039.See file dsdata.txt to determine how the superseded data were derived.
 TP0039
 TP0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP175865(NAD 83)
 TP0039_MARKER: DB = BENCH MARK DISK
 TP0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0039_SP_SET: ABUTMENT
 TP0039_STAMPING: B 281 1946
 TP0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0039
 TP0039  HISTORY     - Date     Condition        Report By
 TP0039  HISTORY     - 1946     MONUMENTED       CGS
 TP0039  HISTORY     - 1948     GOOD             NGS
 TP0039  HISTORY     - 20030703 GOOD             GEOCAC
 TP0039
 TP0039                          STATION DESCRIPTION
 TP0039
 TP0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TP0039'3.5 MI W FROM KETTLE FALLS.
 TP0039'PROCEED FROM POST OFFICE IN KETTLE FALLS, 3.5 MILES WEST ALONG U.S.
 TP0039'HIGHWAY NO. 395 TO BRIDGE OVER FRANKLIN D. ROOSEVELT LAKE, ON WEST
 TP0039'SIDE OF LAKE.  AT WEST END OF HIGHWAY BRIDGE 0.7 FOOT EAST OF WEST END
 TP0039'OF SIDEWALK, 0.5 FOOT NORTH OF BANISTER IN SIDEWALK, ABOUT 0.5 FOOT
 TP0039'ABOVE THE ROADWAY, FLUSH WITH THE SIDEWALK.  THE MARK IS A STANDARD
 TP0039'USC AND GS BENCH MARK DISC, CEMENTED INTO THE TOP OF THE SIDEWALK.
 TP0039
 TP0039                          STATION RECOVERY (2003)
 TP0039
 TP0039'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 TP0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0636 ***********************************************************************
 RZ0636  DESIGNATION -  B 282
 RZ0636  PID         -  RZ0636
 RZ0636  STATE/COUNTY-  WA/WHITMAN
 RZ0636  USGS QUAD   -  PULLMAN (1975)
 RZ0636
 RZ0636                         *CURRENT SURVEY CONTROL
 RZ0636  ___________________________________________________________________
 RZ0636* NAD 83(1986)-  46 39 34.     (N)    117 10 23.     (W)     SCALED    
 RZ0636* NAVD 88     -       775.289  (meters)    2543.59   (feet)  ADJUSTED  
 RZ0636  ___________________________________________________________________
 RZ0636  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 RZ0636  DYNAMIC HT  -         775.233 (meters)    2543.41  (feet)  COMP
 RZ0636  MODELED GRAV-     980,516.2   (mgal)                       NAVD 88
 RZ0636
 RZ0636  VERT ORDER  -  FIRST     CLASS II
 RZ0636
 RZ0636.The horizontal coordinates were scaled from a topographic map and have
 RZ0636.an estimated accuracy of +/- 6 seconds.
 RZ0636
 RZ0636.The orthometric height was determined by differential leveling
 RZ0636.and adjusted by the National Geodetic Survey in June 1991..
 RZ0636
 RZ0636.The geoid height was determined by GEOID03.
 RZ0636
 RZ0636.The dynamic height is computed by dividing the NAVD 88
 RZ0636.geopotential number by the normal gravity value computed on the
 RZ0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0636.degrees latitude (g = 980.6199 gals.).
 RZ0636
 RZ0636.The modeled gravity was interpolated from observed gravity values.
 RZ0636
 RZ0636;                    North         East    Units  Estimated Accuracy
 RZ0636;SPC WA S     -   152,770.      754,540.      MT  (+/- 180 meters Scaled)
 RZ0636
 RZ0636                          SUPERSEDED SURVEY CONTROL
 RZ0636
 RZ0636  NGVD 29 (??/??/92)  774.209  (m)         2540.05   (f) ADJ UNCH    1 2
 RZ0636
 RZ0636.Superseded values are not recommended for survey control.
 RZ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0636.See file dsdata.txt to determine how the superseded data were derived.
 RZ0636
 RZ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM867673(NAD 83)
 RZ0636_MARKER: DB = BENCH MARK DISK
 RZ0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0636_STAMPING: B 282 1946
 RZ0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0636+STABILITY: SURFACE MOTION
 RZ0636
 RZ0636  HISTORY     - Date     Condition        Report By
 RZ0636  HISTORY     - 1946     MONUMENTED       CGS
 RZ0636  HISTORY     - 1959     MARK NOT FOUND   USGS
 RZ0636  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0636
 RZ0636                          STATION DESCRIPTION
 RZ0636
 RZ0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RZ0636'7.5 MI S FROM PULLMAN.
 RZ0636'7.5 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0636'PULLMAN, ABOUT 0.2 MILE WEST OF THE TRACK, ON A COUNTY ROAD, 138 FEET
 RZ0636'NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING WEST, 126 FEET
 RZ0636'NORTHWEST OF A POWER LINE POLE NO.98 A4A, 18 FEET WEST OF THE CENTER
 RZ0636'LINE OF THE COUNTY ROAD, 3 FEET NORTH OF A WHITE WITNESS POST AND 2
 RZ0636'1/2 FEET SOUTH OF A FENCE CORNER.  NOTE-- ROAD WIDENED.
 RZ0636
 RZ0636                          STATION RECOVERY (1959)
 RZ0636
 RZ0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RZ0636'MARK NOT FOUND.
 RZ0636
 RZ0636                          STATION RECOVERY (1980)
 RZ0636
 RZ0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0636'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0611 ***********************************************************************
 TP0611  DESIGNATION -  B 283
 TP0611  PID         -  TP0611
 TP0611  STATE/COUNTY-  WA/OKANOGAN
 TP0611  USGS QUAD   -  NIGHTHAWK (1981)
 TP0611
 TP0611                         *CURRENT SURVEY CONTROL
 TP0611  ___________________________________________________________________
 TP0611* NAD 83(1986)-  48 56 17.     (N)    119 41 38.     (W)     SCALED    
 TP0611* NAVD 88     -       357.605  (meters)    1173.24   (feet)  ADJUSTED  
 TP0611  ___________________________________________________________________
 TP0611  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 TP0611  DYNAMIC HT  -         357.655 (meters)    1173.41  (feet)  COMP
 TP0611  MODELED GRAV-     980,742.6   (mgal)                       NAVD 88
 TP0611
 TP0611  VERT ORDER  -  FIRST     CLASS II
 TP0611
 TP0611.The horizontal coordinates were scaled from a topographic map and have
 TP0611.an estimated accuracy of +/- 6 seconds.
 TP0611
 TP0611.The orthometric height was determined by differential leveling
 TP0611.and adjusted by the National Geodetic Survey in June 1991..
 TP0611
 TP0611.The geoid height was determined by GEOID03.
 TP0611
 TP0611.The dynamic height is computed by dividing the NAVD 88
 TP0611.geopotential number by the normal gravity value computed on the
 TP0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0611.degrees latitude (g = 980.6199 gals.).
 TP0611
 TP0611.The modeled gravity was interpolated from observed gravity values.
 TP0611
 TP0611;                    North         East    Units  Estimated Accuracy
 TP0611;SPC WA N     -   216,110.      583,480.      MT  (+/- 180 meters Scaled)
 TP0611
 TP0611                          SUPERSEDED SURVEY CONTROL
 TP0611
 TP0611  NGVD 29 (??/??/92)  356.277  (m)         1168.89   (f) ADJ UNCH    1 2
 TP0611
 TP0611.Superseded values are not recommended for survey control.
 TP0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0611.See file dsdata.txt to determine how the superseded data were derived.
 TP0611
 TP0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ027240(NAD 83)
 TP0611_MARKER: DB = BENCH MARK DISK
 TP0611_SETTING: 80 = SET IN A BOULDER
 TP0611_STAMPING: B 283 1946
 TP0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0611+STABILITY: SURFACE MOTION
 TP0611
 TP0611  HISTORY     - Date     Condition        Report By
 TP0611  HISTORY     - 1946     MONUMENTED       CGS
 TP0611
 TP0611                          STATION DESCRIPTION
 TP0611
 TP0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0611'4.74 MI SE FROM CHOPAKA.
 TP0611'4.74 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE WATER
 TP0611'TANK AT CHOPAKA, 300 YARDS NORTH OF A LARGE MINING BUILDING, AT THE
 TP0611'SOUTHEAST END OF A CUT, 34.0 FEET NORTHEAST OF THE NORTHEAST RAIL,
 TP0611'13.5 FEET SOUTHEAST OF A TELEPHONE POLE, 14.4 FEET SOUTHWEST OF A
 TP0611'FENCE LINE, IN TOP OF AN OUTCROPPING BOULDER, AND 1 FOOT ABOVE THE TOP
 TP0611'OF A RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0261 ***********************************************************************
 TP0261  DESIGNATION -  B 284
 TP0261  PID         -  TP0261
 TP0261  STATE/COUNTY-  WA/FERRY
 TP0261  USGS QUAD   -  REPUBLIC (1992)
 TP0261
 TP0261                         *CURRENT SURVEY CONTROL
 TP0261  ___________________________________________________________________
 TP0261* NAD 83(1986)-  48 37 57.     (N)    118 44 07.     (W)     SCALED    
 TP0261* NAVD 88     -       726.99   (+/-2cm)    2385.1    (feet)  VERTCON   
 TP0261  ___________________________________________________________________
 TP0261  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 TP0261
 TP0261  VERT ORDER  -  FIRST     CLASS II (See Below)
 TP0261
 TP0261.The horizontal coordinates were scaled from a topographic map and have
 TP0261.an estimated accuracy of +/- 6 seconds.
 TP0261
 TP0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0261.The vertical order pertains to the NGVD 29 superseded value.
 TP0261
 TP0261.The geoid height was determined by GEOID03.
 TP0261
 TP0261;                    North         East    Units  Estimated Accuracy
 TP0261;SPC WA N     -   183,620.      654,620.      MT  (+/- 180 meters Scaled)
 TP0261
 TP0261                          SUPERSEDED SURVEY CONTROL
 TP0261
 TP0261  NGVD 29 (??/??/92)  725.699  (m)         2380.90   (f) ADJ UNCH    1 2
 TP0261
 TP0261.Superseded values are not recommended for survey control.
 TP0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0261.See file dsdata.txt to determine how the superseded data were derived.
 TP0261
 TP0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP721880(NAD 83)
 TP0261_MARKER: DB = BENCH MARK DISK
 TP0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0261_STAMPING: B 284 1946
 TP0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0261+STABILITY: SURFACE MOTION
 TP0261
 TP0261  HISTORY     - Date     Condition        Report By
 TP0261  HISTORY     - 1946     MONUMENTED       CGS
 TP0261  HISTORY     - 19850501 MARK NOT FOUND   USGS
 TP0261
 TP0261                          STATION DESCRIPTION
 TP0261
 TP0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0261'1.4 MI SW FROM REPUBLIC.
 TP0261'1.0 MILE SOUTH ALONG STATE HIGHWAY NO.4, THENCE.  0.4 MILE WEST ALONG
 TP0261'THE AIRPORT ROAD FROM THE POST OFFICE AT REPUBLIC, AT THE ENTRANCE TO
 TP0261'THE FAIR WEATHER AIRPORT, ABOUT 600.0 FEET NORTHEAST OF THE SOUTH
 TP0261'HANGER, ABOUT 75.0 FEET EAST OF THE FORKS OF ROADS LEADING SOUTHWEST
 TP0261'TO HANGARS AND SOUTH TO THE WIND INDICATOR, 31.0 FEET SOUTH OF THE
 TP0261'CENTERLINE OF THE MAIN ROAD, 2.6 FEET WEST OF A WITNESS POST, A BENCH
 TP0261'MARK DISK IN TOP OF A CONCRETE POST, PROJECTING 0.4 FOOT ABOVE THE
 TP0261'GROUND, AND LEVEL WITH THE ROAD.
 TP0261
 TP0261                          STATION RECOVERY (1985)
 TP0261
 TP0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DEK)
 TP0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0804 ***********************************************************************
 SC0804  DESIGNATION -  B 285
 SC0804  PID         -  SC0804
 SC0804  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0804  USGS QUAD   -  HOQUIAM (1994)
 SC0804
 SC0804                         *CURRENT SURVEY CONTROL
 SC0804  ___________________________________________________________________
 SC0804* NAD 83(1986)-  46 58 19.     (N)    123 55 28.     (W)     SCALED    
 SC0804* NAVD 88     -         4.044  (meters)      13.27   (feet)  ADJUSTED  
 SC0804  ___________________________________________________________________
 SC0804  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SC0804  DYNAMIC HT  -           4.045 (meters)      13.27  (feet)  COMP
 SC0804  MODELED GRAV-     980,764.0   (mgal)                       NAVD 88
 SC0804
 SC0804  VERT ORDER  -  FIRST     CLASS I
 SC0804
 SC0804.The horizontal coordinates were scaled from a topographic map and have
 SC0804.an estimated accuracy of +/- 6 seconds.
 SC0804
 SC0804.The orthometric height was determined by differential leveling
 SC0804.and adjusted by the National Geodetic Survey in June 1991..
 SC0804.WARNING-Repeat measurements at this control monument indicate possible
 SC0804.vertical movement.
 SC0804
 SC0804.The geoid height was determined by GEOID03.
 SC0804
 SC0804.The dynamic height is computed by dividing the NAVD 88
 SC0804.geopotential number by the normal gravity value computed on the
 SC0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0804.degrees latitude (g = 980.6199 gals.).
 SC0804
 SC0804.The modeled gravity was interpolated from observed gravity values.
 SC0804
 SC0804;                    North         East    Units  Estimated Accuracy
 SC0804;SPC WA S     -   187,790.      239,510.      MT  (+/- 180 meters Scaled)
 SC0804
 SC0804                          SUPERSEDED SURVEY CONTROL
 SC0804
 SC0804  NGVD 29 (??/??/92)    3.042  (m)            9.98   (f) ADJ UNCH    1 1
 SC0804
 SC0804.Superseded values are not recommended for survey control.
 SC0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0804.See file dsdata.txt to determine how the superseded data were derived.
 SC0804
 SC0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT296024(NAD 83)
 SC0804_MARKER: DB = BENCH MARK DISK
 SC0804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0804_SP_SET: FOUNDATION
 SC0804_STAMPING: B 285 1947
 SC0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0804
 SC0804  HISTORY     - Date     Condition        Report By
 SC0804  HISTORY     - 1947     MONUMENTED       CGS
 SC0804  HISTORY     - 1974     GOOD             NGS
 SC0804  HISTORY     - 1978     GOOD             NGS
 SC0804  HISTORY     - 19960815 MARK NOT FOUND   CHANCE
 SC0804
 SC0804                          STATION DESCRIPTION
 SC0804
 SC0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0804'2.05 MI SW FROM HOQUIAM.
 SC0804'ABOUT 0.95 MILE SOUTHWEST ALONG FIFTH STREET FROM THE JUNCTION WITH
 SC0804'EMERSON AVENUE AND U. S. HIGHWAY 101 (LINCOLN STREET) AT HOQUIAM,
 SC0804'THENCE ABOUT 1.1 MILES WEST ALONG AIRPORT ROAD, ON THE OUTSIDE OF A
 SC0804'CURVE, AT THE SOUTHEAST CORNER OF BOWERMAN AIRPORT (FORMERLY MOON
 SC0804'ISLAND AIRPORT), 80 FEET NORTH OF EXTENDED CENTER LINE OF AIRPORT ROAD
 SC0804'TO THE EAST, 26 FEET WEST OF THE EXTENDED CENTER LINE OF AIRPORT ROAD
 SC0804'TO THE NORTH, 35 FEET SOUTH OF A POINT IN LINE WITH THE SOUTHEAST EDGE
 SC0804'OF RUNWAY, SET IN THE TOP AND AT SOUTHEAST CORNER OF THE SOUTHWEST ONE
 SC0804'OF TWO 4 BY 6-FOOT CONCRETE FOUNDATIONS FOR COMMUNICATION EQUIPMENT
 SC0804'AND FLUSH WITH THE GROUND.  SEC, T17N, R 10W. NOTE-- THIS IS A MARSHY
 SC0804'FILLED IN AREA.
 SC0804
 SC0804                          STATION RECOVERY (1978)
 SC0804
 SC0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SC0804'RECOVERED IN GOOD CONDITION.
 SC0804
 SC0804                          STATION RECOVERY (1996)
 SC0804
 SC0804'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SC0804'THE STATION WAS NOT RECOVERED AUG 15, 1996.  AIRPORT PERSONNEL
 SC0804'NOTIFIED US THAT THE MONUMENT WAS DESTROYED DURING THE CONSTRUCTION OF
 SC0804'A DRAINAGE DITCH AND TIES SHOWED THE LOCATION TO BE NEAR A NEW DITCH
 SC0804'-- MONUMENT DESTROYED.  MONUMENT SEARCH LASTED APPROXIMATELY 0.5
 SC0804'MAN-HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0650 ***********************************************************************
 SB0650  DESIGNATION -  B 286
 SB0650  PID         -  SB0650
 SB0650  STATE/COUNTY-  WA/YAKIMA
 SB0650  USGS QUAD   -  JUNGLE BUTTE (1970)
 SB0650
 SB0650                         *CURRENT SURVEY CONTROL
 SB0650  ___________________________________________________________________
 SB0650* NAD 83(1986)-  46 10 20.     (N)    121 17 04.     (W)     SCALED    
 SB0650* NAVD 88     -       818.555  (meters)    2685.54   (feet)  ADJUSTED  
 SB0650  ___________________________________________________________________
 SB0650  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 SB0650  DYNAMIC HT  -         818.441 (meters)    2685.17  (feet)  COMP
 SB0650  MODELED GRAV-     980,448.3   (mgal)                       NAVD 88
 SB0650
 SB0650  VERT ORDER  -  SECOND    CLASS 0
 SB0650
 SB0650.The horizontal coordinates were scaled from a topographic map and have
 SB0650.an estimated accuracy of +/- 6 seconds.
 SB0650
 SB0650.The orthometric height was determined by differential leveling
 SB0650.and adjusted by the National Geodetic Survey in June 1991..
 SB0650
 SB0650.The geoid height was determined by GEOID03.
 SB0650
 SB0650.The dynamic height is computed by dividing the NAVD 88
 SB0650.geopotential number by the normal gravity value computed on the
 SB0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0650.degrees latitude (g = 980.6199 gals.).
 SB0650
 SB0650.The modeled gravity was interpolated from observed gravity values.
 SB0650
 SB0650;                    North         East    Units  Estimated Accuracy
 SB0650;SPC WA S     -    93,540.      439,430.      MT  (+/- 180 meters Scaled)
 SB0650
 SB0650                          SUPERSEDED SURVEY CONTROL
 SB0650
 SB0650  NGVD 29 (??/??/92)  817.376  (m)         2681.67   (f) ADJ UNCH    2 0
 SB0650
 SB0650.Superseded values are not recommended for survey control.
 SB0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0650.See file dsdata.txt to determine how the superseded data were derived.
 SB0650
 SB0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS324146(NAD 83)
 SB0650_MARKER: DB = BENCH MARK DISK
 SB0650_SETTING: 80 = SET IN A BOULDER
 SB0650_SP_SET: BOULDER
 SB0650_STAMPING: B 286 1946
 SB0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0650+STABILITY: SURFACE MOTION
 SB0650
 SB0650  HISTORY     - Date     Condition        Report By
 SB0650  HISTORY     - 1946     MONUMENTED       CGS
 SB0650
 SB0650                          STATION DESCRIPTION
 SB0650
 SB0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0650'13.6 MI N FROM GLENWOOD.
 SB0650'0.1 MILE SOUTHEAST ALONG A OIL COUNTY ROAD FROM THE SCHOOL AT
 SB0650'GLENWOOD, 13.5 MILES NORTH ALONG THE MT. ADAMS ROAD, 0.6 MILE SOUTH OF
 SB0650'THE WOODEN BRIDGE OVER CUNNINGHAM CREEK, 28.0 FEET EAST OF THE
 SB0650'CENTERLINE OF THE ROAD, 12.0 FEET SOUTH OF A LARGE FIR TREE, AT A
 SB0650'POINT WHERE THERE ARE SEVERAL BOULDERS, 3.0 FEET LOWER THAN THE
 SB0650'SURFACE OF THE ROAD, 1.0 FOOT LOWER THAN THE BASE OF THE TREE, SET IN
 SB0650'TOP OF A CONE SHAPED BOULDER WHICH PROJECTS 3.0 FEET ABOVE THE GROUND
 SB0650'LEVEL, A LARGE WHITE BM PAINTED ON THE WEST SIDE OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0771 ***********************************************************************
 SB0771  DESIGNATION -  B 287
 SB0771  PID         -  SB0771
 SB0771  STATE/COUNTY-  WA/YAKIMA
 SB0771  USGS QUAD   -  GREEN MOUNTAIN (1994)
 SB0771
 SB0771                         *CURRENT SURVEY CONTROL
 SB0771  ___________________________________________________________________
 SB0771* NAD 83(1986)-  46 21 02.     (N)    121 31 27.     (W)     SCALED    
 SB0771* NAVD 88     -      1355.385  (meters)    4446.79   (feet)  ADJUSTED  
 SB0771  ___________________________________________________________________
 SB0771  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 SB0771  DYNAMIC HT  -        1355.114 (meters)    4445.90  (feet)  COMP
 SB0771  MODELED GRAV-     980,366.9   (mgal)                       NAVD 88
 SB0771
 SB0771  VERT ORDER  -  SECOND    CLASS 0
 SB0771
 SB0771.The horizontal coordinates were scaled from a topographic map and have
 SB0771.an estimated accuracy of +/- 6 seconds.
 SB0771
 SB0771.The orthometric height was determined by differential leveling
 SB0771.and adjusted by the National Geodetic Survey in June 1991..
 SB0771
 SB0771.The geoid height was determined by GEOID03.
 SB0771
 SB0771.The dynamic height is computed by dividing the NAVD 88
 SB0771.geopotential number by the normal gravity value computed on the
 SB0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0771.degrees latitude (g = 980.6199 gals.).
 SB0771
 SB0771.The modeled gravity was interpolated from observed gravity values.
 SB0771
 SB0771;                    North         East    Units  Estimated Accuracy
 SB0771;SPC WA S     -   113,580.      421,180.      MT  (+/- 180 meters Scaled)
 SB0771
 SB0771                          SUPERSEDED SURVEY CONTROL
 SB0771
 SB0771  NGVD 29 (??/??/92) 1354.157  (m)         4442.76   (f) ADJ UNCH    2 0
 SB0771
 SB0771.Superseded values are not recommended for survey control.
 SB0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0771.See file dsdata.txt to determine how the superseded data were derived.
 SB0771
 SB0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS135340(NAD 83)
 SB0771_MARKER: DB = BENCH MARK DISK
 SB0771_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0771_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0771_STAMPING: B 287 1946
 SB0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0771
 SB0771  HISTORY     - Date     Condition        Report By
 SB0771  HISTORY     - 1946     MONUMENTED       CGS
 SB0771  HISTORY     - 1968     GOOD             NGS
 SB0771
 SB0771                          STATION DESCRIPTION
 SB0771
 SB0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SB0771'40.3 MI SE FROM RANDLE.
 SB0771'MARK IS IN SEC 14, T10N, R10E, ABOUT 100 YARDS NORTH OF INTERSECTION
 SB0771'OF ROADS 101 AND 101 D, AT THE APEX OF A LARGE TRIANGLE FORMED BY
 SB0771'ROADS, ABOUT 75 YARDS SOUTHWEST OF MIDWAY GUARD STATION, 10 FEET
 SB0771'NORTHWEST OF THE PROJECTED NORTHWEST SIDE OF THE GUARD STATION, 30
 SB0771'FEET SOUTHWEST OF THE CENTER OF A ROAD, 24 FEET EAST OF THE CENTER OF
 SB0771'A ROAD, ON LINE WITH THE PROJECTED CENTERLINE OF A DIRT ROAD LEADING
 SB0771'WEST, AND ABOUT 3 FEET HIGHER THAN THE ROADS.  A STANDARD DISK ON A 3
 SB0771'1/2-INCH PIPE WHICH PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 2
 SB0771'FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0698 ***********************************************************************
 SB0698  DESIGNATION -  B 288
 SB0698  PID         -  SB0698
 SB0698  STATE/COUNTY-  WA/YAKIMA
 SB0698  USGS QUAD   -  JUNGLE BUTTE (1970)
 SB0698
 SB0698                         *CURRENT SURVEY CONTROL
 SB0698  ___________________________________________________________________
 SB0698* NAD 83(1986)-  46 12 40.     (N)    121 16 15.     (W)     SCALED    
 SB0698* NAVD 88     -       785.297  (meters)    2576.43   (feet)  ADJUSTED  
 SB0698  ___________________________________________________________________
 SB0698  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 SB0698  DYNAMIC HT  -         785.183 (meters)    2576.05  (feet)  COMP
 SB0698  MODELED GRAV-     980,444.2   (mgal)                       NAVD 88
 SB0698
 SB0698  VERT ORDER  -  SECOND    CLASS 0
 SB0698
 SB0698.The horizontal coordinates were scaled from a topographic map and have
 SB0698.an estimated accuracy of +/- 6 seconds.
 SB0698
 SB0698.The orthometric height was determined by differential leveling
 SB0698.and adjusted by the National Geodetic Survey in June 1991..
 SB0698
 SB0698.The geoid height was determined by GEOID03.
 SB0698
 SB0698.The dynamic height is computed by dividing the NAVD 88
 SB0698.geopotential number by the normal gravity value computed on the
 SB0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0698.degrees latitude (g = 980.6199 gals.).
 SB0698
 SB0698.The modeled gravity was interpolated from observed gravity values.
 SB0698
 SB0698;                    North         East    Units  Estimated Accuracy
 SB0698;SPC WA S     -    97,860.      440,520.      MT  (+/- 180 meters Scaled)
 SB0698
 SB0698                          SUPERSEDED SURVEY CONTROL
 SB0698
 SB0698  NGVD 29 (??/??/92)  784.112  (m)         2572.54   (f) ADJ UNCH    2 0
 SB0698
 SB0698.Superseded values are not recommended for survey control.
 SB0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0698.See file dsdata.txt to determine how the superseded data were derived.
 SB0698
 SB0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS333189(NAD 83)
 SB0698_MARKER: DB = BENCH MARK DISK
 SB0698_SETTING: 80 = SET IN A BOULDER
 SB0698_SP_SET: BOULDER
 SB0698_STAMPING: B 288 1946
 SB0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0698+STABILITY: SURFACE MOTION
 SB0698
 SB0698  HISTORY     - Date     Condition        Report By
 SB0698  HISTORY     - UNK      MONUMENTED       CGS
 SB0698  HISTORY     - 1961     GOOD             NGS
 SB0698  HISTORY     - 1970     MARK NOT FOUND   USGS
 SB0698
 SB0698                          STATION DESCRIPTION
 SB0698
 SB0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0698'37.5 MI SW FROM WHITE SWAN.
 SB0698'37.5 MILES SOUTHWEST ALONG THE MT. ADAMS HIGHWAY FROM THE WHITE SWAN
 SB0698'SCHOOL, 0.4 MILE EAST OF THE NEW BRIDGE OVER KLICKITAT RIVER, ABOUT
 SB0698'150-FEET WEST OF THE FIRST CREST OF A RISE IN THE ROAD EAST OF THE
 SB0698'KLICKITAT RIVER, 35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET
 SB0698'IN TOP OF A LARGE BOULDER, NEAR A 24-INCH PINE TREE WITH A LARGE B.M.
 SB0698'PAINTED ON THE NORTH SIDE.
 SB0698
 SB0698                          STATION RECOVERY (1970)
 SB0698
 SB0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SB0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1767 ***********************************************************************
 RC1767  DESIGNATION -  B 289
 RC1767  PID         -  RC1767
 RC1767  STATE/COUNTY-  WA/SKAMANIA
 RC1767  USGS QUAD   -  LITTLE HUCKLEBERRY MTN (1983)
 RC1767
 RC1767                         *CURRENT SURVEY CONTROL
 RC1767  ___________________________________________________________________
 RC1767* NAD 83(1986)-  45 56 56.     (N)    121 43 13.     (W)     SCALED    
 RC1767* NAVD 88     -       983.536  (meters)    3226.82   (feet)  ADJUSTED  
 RC1767  ___________________________________________________________________
 RC1767  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 RC1767  DYNAMIC HT  -         983.395 (meters)    3226.36  (feet)  COMP
 RC1767  MODELED GRAV-     980,437.9   (mgal)                       NAVD 88
 RC1767
 RC1767  VERT ORDER  -  SECOND    CLASS 0
 RC1767
 RC1767.The horizontal coordinates were scaled from a topographic map and have
 RC1767.an estimated accuracy of +/- 6 seconds.
 RC1767
 RC1767.The orthometric height was determined by differential leveling
 RC1767.and adjusted by the National Geodetic Survey in June 1991..
 RC1767
 RC1767.The geoid height was determined by GEOID03.
 RC1767
 RC1767.The dynamic height is computed by dividing the NAVD 88
 RC1767.geopotential number by the normal gravity value computed on the
 RC1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1767.degrees latitude (g = 980.6199 gals.).
 RC1767
 RC1767.The modeled gravity was interpolated from observed gravity values.
 RC1767
 RC1767;                    North         East    Units  Estimated Accuracy
 RC1767;SPC WA S     -    69,150.      405,390.      MT  (+/- 180 meters Scaled)
 RC1767
 RC1767                          SUPERSEDED SURVEY CONTROL
 RC1767
 RC1767  NGVD 29 (??/??/92)  982.438  (m)         3223.22   (f) ADJ UNCH    2 0
 RC1767
 RC1767.Superseded values are not recommended for survey control.
 RC1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1767.See file dsdata.txt to determine how the superseded data were derived.
 RC1767
 RC1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER991891(NAD 83)
 RC1767_MARKER: DB = BENCH MARK DISK
 RC1767_SETTING: 66 = SET IN ROCK OUTCROP
 RC1767_SP_SET: OUTCROP
 RC1767_STAMPING: B 289 1946
 RC1767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1767+STABILITY: POSITION/ELEVATION WELL
 RC1767
 RC1767  HISTORY     - Date     Condition        Report By
 RC1767  HISTORY     - 1946     MONUMENTED       CGS
 RC1767  HISTORY     - 1968     GOOD             NGS
 RC1767
 RC1767                          STATION DESCRIPTION
 RC1767
 RC1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1767'3.5 MI SW FROM PETERSON PRAIRIE FOREST CAMP.
 RC1767'MARK IS 3.5 MILES SOUTHWEST ALONG ROAD N-60 FROM PETERSON PRAIRIE
 RC1767'FOREST CAMP.  MARK IS ABOUT 20 YARDS NORTHWEST OF THE CENTER OF THE
 RC1767'WOODEN BRIDGE OVER DRY CREEK, SET IN THE EXPOSED BEDROCK ALONG THE
 RC1767'SOUTHWESTERN SIDE OF THE CREEK, ABOUT SIX FEET LOWER THAN THE ROAD, 3
 RC1767'FEET ABOVE THE BOTTOM OF THE CREEK.  A STANDARD DISK SET THREE FEET
 RC1767'SOUTHEAST OF THE HIGHEST POINT OF THE 20 YARD-LONG BEDROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0446 ***********************************************************************
 TP0446  DESIGNATION -  B 29
 TP0446  PID         -  TP0446
 TP0446  STATE/COUNTY-  WA/OKANOGAN
 TP0446  USGS QUAD   -  OMAK LAKE (1980)
 TP0446
 TP0446                         *CURRENT SURVEY CONTROL
 TP0446  ___________________________________________________________________
 TP0446* NAD 83(1986)-  48 21 17.     (N)    119 29 09.     (W)     SCALED    
 TP0446* NAVD 88     -       442.592  (meters)    1452.07   (feet)  ADJUSTED  
 TP0446  ___________________________________________________________________
 TP0446  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 TP0446  DYNAMIC HT  -         442.653 (meters)    1452.27  (feet)  COMP
 TP0446  MODELED GRAV-     980,736.1   (mgal)                       NAVD 88
 TP0446
 TP0446  VERT ORDER  -  FIRST     CLASS II
 TP0446
 TP0446.The horizontal coordinates were scaled from a topographic map and have
 TP0446.an estimated accuracy of +/- 6 seconds.
 TP0446
 TP0446.The orthometric height was determined by differential leveling
 TP0446.and adjusted by the National Geodetic Survey in June 1991..
 TP0446
 TP0446.The geoid height was determined by GEOID03.
 TP0446
 TP0446.The dynamic height is computed by dividing the NAVD 88
 TP0446.geopotential number by the normal gravity value computed on the
 TP0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0446.degrees latitude (g = 980.6199 gals.).
 TP0446
 TP0446.The modeled gravity was interpolated from observed gravity values.
 TP0446
 TP0446;                    North         East    Units  Estimated Accuracy
 TP0446;SPC WA N     -   151,500.      599,860.      MT  (+/- 180 meters Scaled)
 TP0446
 TP0446                          SUPERSEDED SURVEY CONTROL
 TP0446
 TP0446  NGVD 29 (??/??/92)  441.326  (m)         1447.92   (f) ADJ UNCH    1 2
 TP0446
 TP0446.Superseded values are not recommended for survey control.
 TP0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0446.See file dsdata.txt to determine how the superseded data were derived.
 TP0446
 TP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP158587(NAD 83)
 TP0446_MARKER: DB = BENCH MARK DISK
 TP0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0446_STAMPING: B 29 1933
 TP0446_MARK LOGO: CGS   
 TP0446_PROJECTION: FLUSH
 TP0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0446+STABILITY: SURFACE MOTION
 TP0446
 TP0446  HISTORY     - Date     Condition        Report By
 TP0446  HISTORY     - 1933     MONUMENTED       CGS
 TP0446  HISTORY     - 1951     GOOD             USGS
 TP0446  HISTORY     - 1975     GOOD             USGS
 TP0446  HISTORY     - 1981     GOOD             NGS
 TP0446
 TP0446                          STATION DESCRIPTION
 TP0446
 TP0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0446'4.6 MI SE FROM OMAK.
 TP0446'30 FEET SOUTHWEST OF CENTER LINE OF OMAK-NESPELEM ROAD, 2 FEET
 TP0446'SOUTHWEST OF WIRE FENCE.
 TP0446
 TP0446                          STATION RECOVERY (1951)
 TP0446
 TP0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 TP0446'4.6 MI SE FROM OMAK.
 TP0446'ABOUT 4.6 MILES SOUTHEAST ALONG THE NESPELEM ROAD FROM THE CITY
 TP0446'PARK AT OMAK, OKANOGAN COUNTY, 16 FEET SOUTHWEST OF THE CENTER
 TP0446'LINE OF THE ROAD, THREE FEET SOUTHWEST OF A WIRE FENCE.  A STANDARD
 TP0446'DISK STAMPED B 29 1933 AND SET IN THE TOP OF A CONCRETE POST
 TP0446'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.
 TP0446
 TP0446                          STATION RECOVERY (1975)
 TP0446
 TP0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP0446'OMAK, E. 0.8 MI ALONG HWY. 155 FROM JCT. AT OVERPASS WITH U.S. 97 TO
 TP0446'T-RD., TURN RIGHT (S.) ALONG MAIN RD. TOWARD OMAK LAKE 3.6 MI TO TOP
 TP0446'OF SMALL GRADE. (0.45 MI S. OF T-RD. W.) 21 FT SW. AND 0.5 FT ABOVE
 TP0446'RD., 2 FT SW. OF FENCE. SET IN TOP OF CONCRETE POST FLUSH WITH
 TP0446'GROUND STANDARD DISK STAMPED B 29 1933.
 TP0446
 TP0446                          STATION RECOVERY (1981)
 TP0446
 TP0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0446'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 155 FROM THE CROSSING OF THE
 TP0446'BURLINGTON NORTHERN RAILROAD IN OMAK, THENCE 5.9 KM (3.65 MI) SOUTH
 TP0446'ALONG OMAK LAKE ROAD, 0.8 KM (0.5 MI) SOUTH OF CORKSCREW GRADE ROAD,
 TP0446'6.6 METERS (22 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 9.5 METERS
 TP0446'(31 FT) NORTH OF THE FIRST POWER POLE SOUTHEAST OF A POWER POLE WITH A
 TP0446'GUY WIRE CROSSING THE ROAD, 0.6 METER (2 FT) SOUTHWEST OF THE RIGHT OF
 TP0446'WAY FENCE.
 TP0446'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 TP0446'THE MARK IS 0.4 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0727 ***********************************************************************
 SB0727  DESIGNATION -  B 290
 SB0727  PID         -  SB0727
 SB0727  STATE/COUNTY-  WA/SKAMANIA
 SB0727  USGS QUAD   -  STEAMBOAT MTN (1970)
 SB0727
 SB0727                         *CURRENT SURVEY CONTROL
 SB0727  ___________________________________________________________________
 SB0727* NAD 83(1986)-  46 13 17.     (N)    121 39 27.     (W)     SCALED    
 SB0727* NAVD 88     -       894.942  (meters)    2936.16   (feet)  ADJUSTED  
 SB0727  ___________________________________________________________________
 SB0727  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 SB0727  DYNAMIC HT  -         894.826 (meters)    2935.78  (feet)  COMP
 SB0727  MODELED GRAV-     980,455.2   (mgal)                       NAVD 88
 SB0727
 SB0727  VERT ORDER  -  SECOND    CLASS 0
 SB0727
 SB0727.The horizontal coordinates were scaled from a topographic map and have
 SB0727.an estimated accuracy of +/- 6 seconds.
 SB0727
 SB0727.The orthometric height was determined by differential leveling
 SB0727.and adjusted by the National Geodetic Survey in June 1991..
 SB0727
 SB0727.The geoid height was determined by GEOID03.
 SB0727
 SB0727.The dynamic height is computed by dividing the NAVD 88
 SB0727.geopotential number by the normal gravity value computed on the
 SB0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0727.degrees latitude (g = 980.6199 gals.).
 SB0727
 SB0727.The modeled gravity was interpolated from observed gravity values.
 SB0727
 SB0727;                    North         East    Units  Estimated Accuracy
 SB0727;SPC WA S     -    99,360.      410,700.      MT  (+/- 180 meters Scaled)
 SB0727
 SB0727                          SUPERSEDED SURVEY CONTROL
 SB0727
 SB0727  NGVD 29 (??/??/92)  893.801  (m)         2932.41   (f) ADJ UNCH    2 0
 SB0727
 SB0727.Superseded values are not recommended for survey control.
 SB0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0727.See file dsdata.txt to determine how the superseded data were derived.
 SB0727
 SB0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS035195(NAD 83)
 SB0727_MARKER: DB = BENCH MARK DISK
 SB0727_SETTING: 80 = SET IN A BOULDER
 SB0727_SP_SET: BOULDER
 SB0727_STAMPING: B 290 1946
 SB0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0727+STABILITY: SURFACE MOTION
 SB0727
 SB0727  HISTORY     - Date     Condition        Report By
 SB0727  HISTORY     - 1946     MONUMENTED       CGS
 SB0727  HISTORY     - 1970     GOOD             NGS
 SB0727
 SB0727                          STATION DESCRIPTION
 SB0727
 SB0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 SB0727'37.85 MI SE FROM RANDLE.
 SB0727'FROM RANDLE, GO SOUTH AND SOUTHEAST ALONG CISPUS ROAD AND ROAD 123 FOR
 SB0727'31.8 MILES TO THE INTERSECTION OF ROADS 123 AND 101, THEN SOUTHERLY
 SB0727'ALONG 123 FOR 4.7 MILES TO THE BRIDGE OVER BOULDER CREEK. CONTINUE
 SB0727'SOUTH 1.35 MILES TO THE MARK ON THE RIGHT, AT THE TOP OF THE EAST BANK
 SB0727'OF A CREEK, 26 FEET EAST OF A PIPE UNDER THE ROAD, 22 FEET NORTH OF
 SB0727'AND 6 FEET HIGHER THAN THE CENTER OF THE ROAD, 11 FEET NORTHEAST OF A
 SB0727'TRIANGLE BLAZE ON THE SOUTH SIDE OF A 4-FOOT FIR TREE, A STANDARD DISK
 SB0727'SET IN THE WEST END OF A 3X5-FOOT BOULDER WHICH PROJECTS ABOUT ONE
 SB0727'FOOT.  A METAL WITNESS POST WAS SET 2 FEET SOUTHWEST OF THE MARK. A
 SB0727'NEW ROAD IS TO BE BUILT, AND THIS MARK WILL BE ABOUT 93 FEET NORTH OF
 SB0727'THE CENTERLINE OF THE NEW ROAD, ACCORDING TO SURVEY STAKES. SEC 34,
 SB0727'T9N, R9E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0850 ***********************************************************************
 SB0850  DESIGNATION -  B 291
 SB0850  PID         -  SB0850
 SB0850  STATE/COUNTY-  WA/LEWIS
 SB0850  USGS QUAD   -  CHINOOK PASS (1987)
 SB0850
 SB0850                         *CURRENT SURVEY CONTROL
 SB0850  ___________________________________________________________________
 SB0850* NAD 83(1986)-  46 46 12.     (N)    121 32 53.     (W)     SCALED    
 SB0850* NAVD 88     -       673.308  (meters)    2209.01   (feet)  ADJUSTED  
 SB0850  ___________________________________________________________________
 SB0850  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 SB0850  DYNAMIC HT  -         673.269 (meters)    2208.88  (feet)  COMP
 SB0850  MODELED GRAV-     980,533.8   (mgal)                       NAVD 88
 SB0850
 SB0850  VERT ORDER  -  SECOND    CLASS 0
 SB0850
 SB0850.The horizontal coordinates were scaled from a topographic map and have
 SB0850.an estimated accuracy of +/- 6 seconds.
 SB0850
 SB0850.The orthometric height was determined by differential leveling
 SB0850.and adjusted by the National Geodetic Survey in June 1991..
 SB0850
 SB0850.The geoid height was determined by GEOID03.
 SB0850
 SB0850.The dynamic height is computed by dividing the NAVD 88
 SB0850.geopotential number by the normal gravity value computed on the
 SB0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0850.degrees latitude (g = 980.6199 gals.).
 SB0850
 SB0850.The modeled gravity was interpolated from observed gravity values.
 SB0850
 SB0850;                    North         East    Units  Estimated Accuracy
 SB0850;SPC WA S     -   160,220.      419,960.      MT  (+/- 180 meters Scaled)
 SB0850
 SB0850                          SUPERSEDED SURVEY CONTROL
 SB0850
 SB0850  NGVD 29 (??/??/92)  672.166  (m)         2205.26   (f) ADJ UNCH    2 0
 SB0850
 SB0850.Superseded values are not recommended for survey control.
 SB0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0850.See file dsdata.txt to determine how the superseded data were derived.
 SB0850
 SB0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS108806(NAD 83)
 SB0850_MARKER: DB = BENCH MARK DISK
 SB0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0850_SP_SET: CULVERT
 SB0850_STAMPING: B 291 1946
 SB0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0850
 SB0850  HISTORY     - Date     Condition        Report By
 SB0850  HISTORY     - 1946     MONUMENTED       CGS
 SB0850  HISTORY     - 1971     MARK NOT FOUND   USGS
 SB0850
 SB0850                          STATION DESCRIPTION
 SB0850
 SB0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0850'14.2 MI NE FROM PACKWOOD.
 SB0850'14.2 MILES NORTHEAST ALONG STATE HIGHWAY NO. 5 FROM THE GRADE SCHOOL
 SB0850'AT PACKWOOD, ABOUT 3.0 MILES NORTH OF THE OHANAPECOSH RANGER STATION,
 SB0850'ABOUT 1.1 MILE SOUTH OF THE LARGE WOODEN BRIDGE OVER PANTHER CREEK, AT
 SB0850'THE SOUTH END OF A ROCK CUT, 24.0 FEET NORTH OF THE NORTH END OF A
 SB0850'ROCK CULVERT, 19.0 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN
 SB0850'TOP OF A LARGE FLAT BOULDER WHICH PROJECTS ABOUT 1.0 FOOT ABOVE THE
 SB0850'GROUND LEVEL AND ABOUT 2 FEET ABOVE THE SURFACE OF THE ROAD, A LARGE
 SB0850'WHITE ARROW PAINTED ON THE WEST FACE OF THE BOULDER.
 SB0850
 SB0850                          STATION RECOVERY (1971)
 SB0850
 SB0850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SB0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0731 ***********************************************************************
 SX0731  DESIGNATION -  B 292
 SX0731  PID         -  SX0731
 SX0731  STATE/COUNTY-  WA/KING
 SX0731  USGS QUAD   -  LESTER (1989)
 SX0731
 SX0731                         *CURRENT SURVEY CONTROL
 SX0731  ___________________________________________________________________
 SX0731* NAD 83(1986)-  47 11 05.     (N)    121 23 40.     (W)     SCALED    
 SX0731* NAVD 88     -       616.277  (meters)    2021.90   (feet)  ADJUSTED  
 SX0731  ___________________________________________________________________
 SX0731  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 SX0731  DYNAMIC HT  -         616.256 (meters)    2021.83  (feet)  COMP
 SX0731  MODELED GRAV-     980,560.5   (mgal)                       NAVD 88
 SX0731
 SX0731  VERT ORDER  -  SECOND    CLASS 0
 SX0731
 SX0731.The horizontal coordinates were scaled from a topographic map and have
 SX0731.an estimated accuracy of +/- 6 seconds.
 SX0731
 SX0731.The orthometric height was determined by differential leveling
 SX0731.and adjusted by the National Geodetic Survey in June 1991..
 SX0731
 SX0731.The geoid height was determined by GEOID03.
 SX0731
 SX0731.The dynamic height is computed by dividing the NAVD 88
 SX0731.geopotential number by the normal gravity value computed on the
 SX0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0731.degrees latitude (g = 980.6199 gals.).
 SX0731
 SX0731.The modeled gravity was interpolated from observed gravity values.
 SX0731
 SX0731;                    North         East    Units  Estimated Accuracy
 SX0731;SPC WA N     -    20,690.      457,470.      MT  (+/- 180 meters Scaled)
 SX0731
 SX0731                          SUPERSEDED SURVEY CONTROL
 SX0731
 SX0731  NGVD 29 (??/??/92)  615.100  (m)         2018.04   (f) ADJ UNCH    2 0
 SX0731
 SX0731.Superseded values are not recommended for survey control.
 SX0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0731.See file dsdata.txt to determine how the superseded data were derived.
 SX0731
 SX0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT216269(NAD 83)
 SX0731_MARKER: DB = BENCH MARK DISK
 SX0731_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0731_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0731_STAMPING: B 292 1946
 SX0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0731
 SX0731  HISTORY     - Date     Condition        Report By
 SX0731  HISTORY     - 1946     MONUMENTED       CGS
 SX0731  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0731
 SX0731                          STATION DESCRIPTION
 SX0731
 SX0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SX0731'6.3 MI NE FROM LESTER.
 SX0731'3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0731'STATION AT LESTER, THENCE 3.0 MILES SOUTHWEST ALONG THE NACHES FOREST
 SX0731'SERVICE ROAD, AT MILEPOST NO. 6, ABOUT 47 YARDS WEST OF THE WEST END
 SX0731'OF A WOODEN BRIDGE OVER A SMALL CREEK, 57 FEET EAST OF MILEPOST NO. 6,
 SX0731'12 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHWEST OF A
 SX0731'WHITE WOODEN REFERENCE POST, PROJECTS 0.3 FOOT ABOVE THE IMMEDIATE
 SX0731'GROUND LEVEL.
 SX0731
 SX0731                          STATION RECOVERY (1982)
 SX0731
 SX0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0731'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0623 ***********************************************************************
 SB0623  DESIGNATION -  B 293
 SB0623  PID         -  SB0623
 SB0623  STATE/COUNTY-  WA/YAKIMA
 SB0623  USGS QUAD   -  NORSE PEAK (1988)
 SB0623
 SB0623                         *CURRENT SURVEY CONTROL
 SB0623  ___________________________________________________________________
 SB0623* NAD 83(1986)-  46 53 26.     (N)    121 29 29.     (W)     SCALED    
 SB0623* NAVD 88     -      1482.202  (meters)    4862.86   (feet)  POSTED    
 SB0623  ___________________________________________________________________
 SB0623  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SB0623  DYNAMIC HT  -        1481.920 (meters)    4861.93  (feet)  COMP
 SB0623  MODELED GRAV-     980,371.7   (mgal)                       NAVD 88
 SB0623
 SB0623  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0623
 SB0623.The horizontal coordinates were scaled from a topographic map and have
 SB0623.an estimated accuracy of +/- 6 seconds.
 SB0623
 SB0623.The orthometric height was determined by differential leveling
 SB0623.and adjusted by the National Geodetic Survey in 1992..
 SB0623.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0623.rate of 1.1 thru 2.0 mm/km.
 SB0623
 SB0623.The geoid height was determined by GEOID03.
 SB0623
 SB0623.The dynamic height is computed by dividing the NAVD 88
 SB0623.geopotential number by the normal gravity value computed on the
 SB0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0623.degrees latitude (g = 980.6199 gals.).
 SB0623
 SB0623.The modeled gravity was interpolated from observed gravity values.
 SB0623
 SB0623;                    North         East    Units  Estimated Accuracy
 SB0623;SPC WA S     -   173,560.      424,450.      MT  (+/- 180 meters Scaled)
 SB0623
 SB0623                          SUPERSEDED SURVEY CONTROL
 SB0623
 SB0623  NGVD 29 (??/??/92) 1480.925  (m)         4858.67   (f) ADJ UNCH    2 0
 SB0623
 SB0623.Superseded values are not recommended for survey control.
 SB0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0623.See file dsdata.txt to determine how the superseded data were derived.
 SB0623
 SB0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS149941(NAD 83)
 SB0623_MARKER: DB = BENCH MARK DISK
 SB0623_SETTING: 66 = SET IN ROCK OUTCROP
 SB0623_SP_SET: ROCK CLIFF
 SB0623_STAMPING: B 293 1946
 SB0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0623+STABILITY: POSITION/ELEVATION WELL
 SB0623
 SB0623  HISTORY     - Date     Condition        Report By
 SB0623  HISTORY     - 1946     MONUMENTED       CGS
 SB0623  HISTORY     - 1961     GOOD             NGS
 SB0623  HISTORY     - 1980     GOOD             LOCSUR
 SB0623  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SB0623
 SB0623                          STATION DESCRIPTION
 SB0623
 SB0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0623'28.8 MI NE FROM PACKWOOD.
 SB0623'FROM THE GRADE SCHOOL AT PACKWOOD, GO NORTHEAST ON STATE HIGHWAY 5 FOR
 SB0623'23.3 MILES, THENCE RIGHT, NORTHEAST, ALONG U.S. HIGHWAY 410 FOR 5.5
 SB0623'MILES, 18 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 SB0623'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CLIFF WHICH IS ABOUT 15
 SB0623'FEET HIGH, ABOUT 3 FEET HIGHER THAN THE SURFACE OF THE HIGHWAY, A
 SB0623'LARGE BM WAS PAINTED NEAR THE BENCH MARK DISK.
 SB0623
 SB0623                          STATION RECOVERY (1980)
 SB0623
 SB0623'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 SB0623'RECOVERED IN GOOD CONDITION.
 SB0623
 SB0623                          STATION RECOVERY (1987)
 SB0623
 SB0623'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SB0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0554 ***********************************************************************
 SB0554  DESIGNATION -  B 294
 SB0554  PID         -  SB0554
 SB0554  STATE/COUNTY-  WA/YAKIMA
 SB0554  USGS QUAD   -  YAKIMA WEST (1985)
 SB0554
 SB0554                         *CURRENT SURVEY CONTROL
 SB0554  ___________________________________________________________________
 SB0554* NAD 83(1986)-  46 36 38.     (N)    120 31 06.     (W)     SCALED    
 SB0554* NAVD 88     -       333.349  (meters)    1093.66   (feet)  ADJUSTED  
 SB0554  ___________________________________________________________________
 SB0554  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 SB0554  DYNAMIC HT  -         333.349 (meters)    1093.66  (feet)  COMP
 SB0554  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 SB0554
 SB0554  VERT ORDER  -  FIRST     CLASS II
 SB0554
 SB0554.The horizontal coordinates were scaled from a topographic map and have
 SB0554.an estimated accuracy of +/- 6 seconds.
 SB0554
 SB0554.The orthometric height was determined by differential leveling
 SB0554.and adjusted by the National Geodetic Survey in June 1991..
 SB0554
 SB0554.The geoid height was determined by GEOID03.
 SB0554
 SB0554.The dynamic height is computed by dividing the NAVD 88
 SB0554.geopotential number by the normal gravity value computed on the
 SB0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0554.degrees latitude (g = 980.6199 gals.).
 SB0554
 SB0554.The modeled gravity was interpolated from observed gravity values.
 SB0554
 SB0554;                    North         East    Units  Estimated Accuracy
 SB0554;SPC WA S     -   141,960.      498,600.      MT  (+/- 180 meters Scaled)
 SB0554
 SB0554                          SUPERSEDED SURVEY CONTROL
 SB0554
 SB0554  NGVD 29 (??/??/92)  332.268  (m)         1090.12   (f) ADJ UNCH    1 2
 SB0554
 SB0554.Superseded values are not recommended for survey control.
 SB0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0554.See file dsdata.txt to determine how the superseded data were derived.
 SB0554
 SB0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS900648(NAD 83)
 SB0554_MARKER: DB = BENCH MARK DISK
 SB0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0554_SP_SET: BRIDGE
 SB0554_STAMPING: B 294 1946
 SB0554_MARK LOGO: CGS   
 SB0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0554
 SB0554  HISTORY     - Date     Condition        Report By
 SB0554  HISTORY     - 1946     MONUMENTED       CGS
 SB0554  HISTORY     - 1961     GOOD             NGS
 SB0554  HISTORY     - 1982     GOOD             NGS
 SB0554  HISTORY     - 1987     GOOD             USPSQD
 SB0554  HISTORY     - 1989     GOOD             USPSQD
 SB0554  HISTORY     - 1990     GOOD             USPSQD
 SB0554  HISTORY     - 20060627 POOR             USPSQD
 SB0554
 SB0554                          STATION DESCRIPTION
 SB0554
 SB0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0554'IN YAKIMA.
 SB0554'0.4 MILE WEST ALONG YAKIMA AVENUE FROM THE NORTHERN PACIFIC RAILROAD
 SB0554'STATION, THENCE 0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 410, AT THE
 SB0554'NORTHEAST CORNER OF THE INTERSECTION OF U.S. HIGHWAY 410 AND WILLOW
 SB0554'STREET, 39 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 410 (N 5TH
 SB0554'AVE.), 49 FEET NORTH OF THE CENTER LINE OF WILLOW ST., SET IN TOP OF
 SB0554'THE EAST HEADWALL OF A CONCRETE BRIDGE OVER A DRAINAGE DITCH, 1.4 FEET
 SB0554'NORTH OF THE SOUTH END OF THE HEADWALL AND ABOUT 2.4 FEET HIGHER THAN
 SB0554'THE SIDEWALK OVER THE BRIDGE.
 SB0554
 SB0554                          STATION RECOVERY (1982)
 SB0554
 SB0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0554'RECOVERED IN GOOD CONDITION.
 SB0554
 SB0554                          STATION RECOVERY (1987)
 SB0554
 SB0554'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SB0554'RECOVERED IN GOOD CONDITION.
 SB0554
 SB0554                          STATION RECOVERY (1989)
 SB0554
 SB0554'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0554'RECOVERED IN GOOD CONDITION.
 SB0554
 SB0554                          STATION RECOVERY (1990)
 SB0554
 SB0554'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0554'RECOVERED IN GOOD CONDITION.
 SB0554
 SB0554                          STATION RECOVERY (2006)
 SB0554
 SB0554'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SB0554'THE MARK APPEARS TO HAVE BEEN HIT UPON WITH A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0005 ***********************************************************************
 SD0005  DESIGNATION -  B 295
 SD0005  PID         -  SD0005
 SD0005  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0005  USGS QUAD   -  WESTPORT (1994)
 SD0005
 SD0005                         *CURRENT SURVEY CONTROL
 SD0005  ___________________________________________________________________
 SD0005* NAD 83(1986)-  46 53 33.     (N)    124 02 18.     (W)     SCALED    
 SD0005* NAVD 88     -         2.591  (meters)       8.50   (feet)  ADJUSTED  
 SD0005  ___________________________________________________________________
 SD0005  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 SD0005  DYNAMIC HT  -           2.592 (meters)       8.50  (feet)  COMP
 SD0005  MODELED GRAV-     980,749.5   (mgal)                       NAVD 88
 SD0005
 SD0005  VERT ORDER  -  FIRST     CLASS II
 SD0005
 SD0005.The horizontal coordinates were scaled from a topographic map and have
 SD0005.an estimated accuracy of +/- 6 seconds.
 SD0005
 SD0005.The orthometric height was determined by differential leveling
 SD0005.and adjusted by the National Geodetic Survey in June 1991..
 SD0005.WARNING-Repeat measurements at this control monument indicate possible
 SD0005.vertical movement.
 SD0005
 SD0005.The geoid height was determined by GEOID03.
 SD0005
 SD0005.The dynamic height is computed by dividing the NAVD 88
 SD0005.geopotential number by the normal gravity value computed on the
 SD0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0005.degrees latitude (g = 980.6199 gals.).
 SD0005
 SD0005.The modeled gravity was interpolated from observed gravity values.
 SD0005
 SD0005;                    North         East    Units  Estimated Accuracy
 SD0005;SPC WA S     -   179,350.      230,460.      MT  (+/- 180 meters Scaled)
 SD0005
 SD0005                          SUPERSEDED SURVEY CONTROL
 SD0005
 SD0005  NGVD 29 (??/??/92)    1.597  (m)            5.24   (f) ADJ UNCH    1 2
 SD0005
 SD0005.Superseded values are not recommended for survey control.
 SD0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0005.See file dsdata.txt to determine how the superseded data were derived.
 SD0005
 SD0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS209937(NAD 83)
 SD0005_MARKER: DB = BENCH MARK DISK
 SD0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0005_STAMPING: B 295 1947
 SD0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0005+STABILITY: SURFACE MOTION
 SD0005
 SD0005  HISTORY     - Date     Condition        Report By
 SD0005  HISTORY     - 1947     MONUMENTED       CGS
 SD0005  HISTORY     - 1968     GOOD             NGS
 SD0005  HISTORY     - 1988     GOOD             USPSQD
 SD0005  HISTORY     - 1989     GOOD             USPSQD
 SD0005
 SD0005                          STATION DESCRIPTION
 SD0005
 SD0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SD0005'6.7 MI E FROM WESTPORT.
 SD0005'2.4 MILES SOUTH ALONG MONTESANO AVENUE FROM THE POST OFFICE AT
 SD0005'WESTPORT, THENCE 4.3 MILES NORTHEAST ALONG STATE HIGHWAY 105, IN R11W
 SD0005'T16N, SECTION 10, AT THE JUNCTION OF AN ASPHALT ROAD SOUTH TO OCOSTA,
 SD0005'39 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET EAST OF
 SD0005'THE CENTER LINE OF THE ROAD, 2 1/2 FEET NORTHEAST OF POWER POLE 12-3,
 SD0005'5 FEET SOUTHWEST OF THE EAST END OF A 24-INCH PIPE CULVERT, 1 1/2 FEET
 SD0005'SOUTHEAST OF A FENCE CORNER POST, 1.2 FEET EAST OF A FENCE, 1.0 FOOT
 SD0005'NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND
 SD0005'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 SD0005'GROUND.
 SD0005
 SD0005                          STATION RECOVERY (1988)
 SD0005
 SD0005'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SD0005'RECOVERED IN GOOD CONDITION.
 SD0005
 SD0005                          STATION RECOVERY (1989)
 SD0005
 SD0005'RECOVERY NOTE BY US POWER SQUADRON 1989 (DJM)
 SD0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0584 ***********************************************************************
 SB0584  DESIGNATION -  B 295
 SB0584  PID         -  SB0584
 SB0584  STATE/COUNTY-  WA/YAKIMA
 SB0584  USGS QUAD   -  NILE (1987)
 SB0584
 SB0584                         *CURRENT SURVEY CONTROL
 SB0584  ___________________________________________________________________
 SB0584* NAD 83(1986)-  46 48 27.     (N)    120 55 03.     (W)     SCALED    
 SB0584* NAVD 88     -       589.395  (meters)    1933.71   (feet)  POSTED    
 SB0584  ___________________________________________________________________
 SB0584  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 SB0584  DYNAMIC HT  -         589.370 (meters)    1933.62  (feet)  COMP
 SB0584  MODELED GRAV-     980,552.6   (mgal)                       NAVD 88
 SB0584
 SB0584  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0584
 SB0584.The horizontal coordinates were scaled from a topographic map and have
 SB0584.an estimated accuracy of +/- 6 seconds.
 SB0584
 SB0584.The orthometric height was determined by differential leveling
 SB0584.and adjusted by the National Geodetic Survey in 1992..
 SB0584.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0584.rate of 1.1 thru 2.0 mm/km.
 SB0584
 SB0584.The geoid height was determined by GEOID03.
 SB0584
 SB0584.The dynamic height is computed by dividing the NAVD 88
 SB0584.geopotential number by the normal gravity value computed on the
 SB0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0584.degrees latitude (g = 980.6199 gals.).
 SB0584
 SB0584.The modeled gravity was interpolated from observed gravity values.
 SB0584
 SB0584;                    North         East    Units  Estimated Accuracy
 SB0584;SPC WA S     -   163,940.      468,140.      MT  (+/- 180 meters Scaled)
 SB0584
 SB0584                          SUPERSEDED SURVEY CONTROL
 SB0584
 SB0584  NGVD 29 (??/??/92)  588.252  (m)         1929.96   (f) ADJ UNCH    2 0
 SB0584
 SB0584.Superseded values are not recommended for survey control.
 SB0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0584.See file dsdata.txt to determine how the superseded data were derived.
 SB0584
 SB0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS588858(NAD 83)
 SB0584_MARKER: DB = BENCH MARK DISK
 SB0584_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0584_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0584_STAMPING: B 295 1946
 SB0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0584
 SB0584  HISTORY     - Date     Condition        Report By
 SB0584  HISTORY     - 1946     MONUMENTED       CGS
 SB0584  HISTORY     - 1961     GOOD             NGS
 SB0584  HISTORY     - 1971     MARK NOT FOUND   USGS
 SB0584  HISTORY     - 19900328 MARK NOT FOUND   NGS
 SB0584
 SB0584                          STATION DESCRIPTION
 SB0584
 SB0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0584'12.2 MI NW FROM NACHES.
 SB0584'FROM THE INTERSECTION OF ALLAN STREET AND U.S. HIGHWAY 410 IN NACHES,
 SB0584'GO NORTHWEST ON U.S. HIGHWAY 410 FOR 12.2 MILES TO THE INTERSECTION
 SB0584'WITH NILE ROAD, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 54
 SB0584'FEET WEST OF THE CENTER LINE OF NILE ROAD, NEAR THE SOUTHEAST END OF A
 SB0584'GRASS LAWN IN FRONT OF THE EAGLE ROCK STORE AND SERVICE STATION.
 SB0584
 SB0584                          STATION RECOVERY (1971)
 SB0584
 SB0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SB0584'MARK NOT FOUND.
 SB0584
 SB0584                          STATION RECOVERY (1990)
 SB0584
 SB0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SB0584'THERE IS NO LONGER ANY LAWN AROUND THE AREA IT IS NOW A PARKING LOT,
 SB0584'FILL HAS BEEN ADDED AND NO ONE AT THE STORE HAD ANY KNOWLEGE OF THE
 SB0584'EXISTANCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0859 ***********************************************************************
 SX0859  DESIGNATION -  B 296
 SX0859  PID         -  SX0859
 SX0859  STATE/COUNTY-  WA/KING
 SX0859  USGS QUAD   -  MONROE (1993)
 SX0859
 SX0859                         *CURRENT SURVEY CONTROL
 SX0859  ___________________________________________________________________
 SX0859* NAD 83(1986)-  47 45 22.     (N)    121 58 33.     (W)     SCALED    
 SX0859* NAVD 88     -        14.630  (meters)      48.00   (feet)  ADJUSTED  
 SX0859  ___________________________________________________________________
 SX0859  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 SX0859  DYNAMIC HT  -          14.632 (meters)      48.01  (feet)  COMP
 SX0859  MODELED GRAV-     980,771.9   (mgal)                       NAVD 88
 SX0859
 SX0859  VERT ORDER  -  FIRST     CLASS II
 SX0859
 SX0859.The horizontal coordinates were scaled from a topographic map and have
 SX0859.an estimated accuracy of +/- 6 seconds.
 SX0859
 SX0859.The orthometric height was determined by differential leveling
 SX0859.and adjusted by the National Geodetic Survey in June 1991..
 SX0859
 SX0859.The geoid height was determined by GEOID03.
 SX0859
 SX0859.The dynamic height is computed by dividing the NAVD 88
 SX0859.geopotential number by the normal gravity value computed on the
 SX0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0859.degrees latitude (g = 980.6199 gals.).
 SX0859
 SX0859.The modeled gravity was interpolated from observed gravity values.
 SX0859
 SX0859;                    North         East    Units  Estimated Accuracy
 SX0859;SPC WA N     -    84,700.      414,350.      MT  (+/- 180 meters Scaled)
 SX0859
 SX0859                          SUPERSEDED SURVEY CONTROL
 SX0859
 SX0859  NGVD 29 (??/??/92)   13.538  (m)           44.42   (f) ADJ UNCH    1 2
 SX0859
 SX0859.Superseded values are not recommended for survey control.
 SX0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0859.See file dsdata.txt to determine how the superseded data were derived.
 SX0859
 SX0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET767897(NAD 83)
 SX0859_MARKER: DB = BENCH MARK DISK
 SX0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0859_SP_SET: BRIDGE
 SX0859_STAMPING: B 296 1947
 SX0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0859
 SX0859  HISTORY     - Date     Condition        Report By
 SX0859  HISTORY     - 1947     MONUMENTED       CGS
 SX0859  HISTORY     - 1966     GOOD             NGS
 SX0859  HISTORY     - 1983     GOOD             USPSQD
 SX0859  HISTORY     - 1987     POOR             USPSQD
 SX0859  HISTORY     - 1988     POOR             USPSQD
 SX0859
 SX0859                          STATION DESCRIPTION
 SX0859
 SX0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0859'1.1 MI N FROM DUVALL.
 SX0859'1.1 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SX0859'RAILROAD FROM THE STATION AT DUVALL, ABOUT 70 FEET EAST OF THE TRACK,
 SX0859'AT A CONCRETE BRIDGE ALONG STATE HIGHWAY 15 B WHICH IS OPPOSITE
 SX0859'RAILROAD BRIDGE NO. FF 914, IN TOP OF THE SOUTH END OF THE WEST
 SX0859'BANISTER, AND 3.5 FEET ABOVE THE GROUND.
 SX0859
 SX0859                          STATION RECOVERY (1966)
 SX0859
 SX0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SX0859'RECOVERED IN GOOD CONDITION.
 SX0859
 SX0859                          STATION RECOVERY (1983)
 SX0859
 SX0859'RECOVERY NOTE BY US POWER SQUADRON 1983
 SX0859'BRIDGE IS ON ST. HWY. 203 AT BRIDGE NO 29. MARK HAS BEEN POUNDED
 SX0859'SOME.
 SX0859
 SX0859                          STATION RECOVERY (1987)
 SX0859
 SX0859'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SX0859'MARK RECOVERED IN POOR CONDITION.
 SX0859
 SX0859                          STATION RECOVERY (1988)
 SX0859
 SX0859'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 SX0859'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0441 ***********************************************************************
 SY0441  DESIGNATION -  B 298 RESET 1977
 SY0441  PID         -  SY0441
 SY0441  STATE/COUNTY-  WA/KING
 SY0441  USGS QUAD   -  
 SY0441
 SY0441                         *CURRENT SURVEY CONTROL
 SY0441  ___________________________________________________________________
 SY0441* NAD 83(1986)-  47 38 06.     (N)    122 23 03.     (W)     SCALED    
 SY0441* NAVD 88     -         4.34   (meters)      14.2    (feet)  RESET     
 SY0441  ___________________________________________________________________
 SY0441  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SY0441
 SY0441  VERT ORDER  -  THIRD
 SY0441
 SY0441.The horizontal coordinates were scaled from a topographic map and have
 SY0441.an estimated accuracy of +/- 6 seconds.
 SY0441
 SY0441.The orthometric height was computed from unverified reset data.
 SY0441.No vertical observational check was made to the station.
 SY0441
 SY0441.The geoid height was determined by GEOID03.
 SY0441
 SY0441;                    North         East    Units  Estimated Accuracy
 SY0441;SPC WA N     -    71,780.      383,470.      MT  (+/- 180 meters Scaled)
 SY0441
 SY0441                          SUPERSEDED SURVEY CONTROL
 SY0441
 SY0441  NGVD 29 (??/??/??)    3.25   (m)           10.7    (f) RESET       3  
 SY0441
 SY0441.Superseded values are not recommended for survey control.
 SY0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0441.See file dsdata.txt to determine how the superseded data were derived.
 SY0441
 SY0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET462759(NAD 83)
 SY0441_MARKER: DB = BENCH MARK DISK
 SY0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0441_STAMPING: B 298 RESET 1977
 SY0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0441+STABILITY: SURFACE MOTION
 SY0441
 SY0441  HISTORY     - Date     Condition        Report By
 SY0441  HISTORY     - 1977     MONUMENTED       NGS
 SY0441
 SY0441                          STATION DESCRIPTION
 SY0441
 SY0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SY0441'IN SEATTLE.
 SY0441'MARK IS ABOUT 536.50 FEET SOUTH OF MONUMENT AT INTERSECTION OF 3RD
 SY0441'AVENUE AND FREEMAN AVENUE, 258.75 FEET EAST-SOUTHEAST OF NORTHEAST
 SY0441'CORNER OF BUILDING 47, 64.58 FEET NORTH OF THE TOP BOLT OF A FIRE
 SY0441'HYDRANT SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE
 SY0441'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0900 ***********************************************************************
 SA0900  DESIGNATION -  B 3
 SA0900  PID         -  SA0900
 SA0900  STATE/COUNTY-  WA/FRANKLIN
 SA0900  USGS QUAD   -  PASCO (1992)
 SA0900
 SA0900                         *CURRENT SURVEY CONTROL
 SA0900  ___________________________________________________________________
 SA0900* NAD 83(1986)-  46 12 27.     (N)    119 02 01.     (W)     SCALED    
 SA0900* NAVD 88     -       109.973  (meters)     360.80   (feet)  ADJUSTED  
 SA0900  ___________________________________________________________________
 SA0900  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SA0900  DYNAMIC HT  -         109.976 (meters)     360.81  (feet)  COMP
 SA0900  MODELED GRAV-     980,647.0   (mgal)                       NAVD 88
 SA0900
 SA0900  VERT ORDER  -  FIRST     CLASS II
 SA0900
 SA0900.The horizontal coordinates were scaled from a topographic map and have
 SA0900.an estimated accuracy of +/- 6 seconds.
 SA0900
 SA0900.The orthometric height was determined by differential leveling
 SA0900.and adjusted by the National Geodetic Survey in June 1991..
 SA0900
 SA0900.The geoid height was determined by GEOID03.
 SA0900
 SA0900.The dynamic height is computed by dividing the NAVD 88
 SA0900.geopotential number by the normal gravity value computed on the
 SA0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0900.degrees latitude (g = 980.6199 gals.).
 SA0900
 SA0900.The modeled gravity was interpolated from observed gravity values.
 SA0900
 SA0900;                    North         East    Units  Estimated Accuracy
 SA0900;SPC WA S     -    98,220.      613,150.      MT  (+/- 180 meters Scaled)
 SA0900
 SA0900                          SUPERSEDED SURVEY CONTROL
 SA0900
 SA0900  NGVD 29 (??/??/92)  108.948  (m)          357.44   (f) ADJ UNCH    1 2
 SA0900
 SA0900.Superseded values are not recommended for survey control.
 SA0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0900.See file dsdata.txt to determine how the superseded data were derived.
 SA0900
 SA0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM431191(NAD 83)
 SA0900_MARKER: DB = BENCH MARK DISK
 SA0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0900_SP_SET: ABUTMENT
 SA0900_STAMPING: ELEV 357.552 FT B 3
 SA0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0900
 SA0900  HISTORY     - Date     Condition        Report By
 SA0900  HISTORY     - UNK      MONUMENTED       CGS
 SA0900  HISTORY     - 1961     GOOD             NGS
 SA0900  HISTORY     - 1961     MARK NOT FOUND   NGS
 SA0900
 SA0900                          STATION DESCRIPTION
 SA0900
 SA0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0900'0.8 MI NW FROM BURBANK.
 SA0900'IN FRANKLIN COUNTY, 1 MILE NORTHWEST OF BURBANK, WALLA WALLA COUNTY,
 SA0900'FROM THE POST OFFICE 0.1 MILE NORTH ALONG OLD U.S. HIGHWAY 410, 0.4
 SA0900'MILE WEST ALONG A GRAVEL ROAD, AND 0.3 MILE NORTHWEST ALONG THE
 SA0900'NORTHERN PACIFIC RAILWAY, AT THE NORTHWEST END OF RAILWAY BRIDGE NO. 3
 SA0900'OVER SNAKE RIVER, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 SA0900'GRANITE ABUTMENT, 6.1 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 SA0900'ABUTMENT, 1 FOOT NORTHWEST OF THE SOUTHEAST EDGE, AND 1 FOOT BELOW THE
 SA0900'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED ELEV 357.552 FT B 3.
 SA0900'NOTE-- THIS MARK HAS BEEN COVERED UP WITH ABOUT 18-INCHES OF CONCRETE.
 SA0900'THE ABUTMENTS HAVE BEEN RAISED.
 SA0900
 SA0900                          STATION RECOVERY (1961)
 SA0900
 SA0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SA0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0552 ***********************************************************************
 TR0552  DESIGNATION -  B 3
 TR0552  PID         -  TR0552
 TR0552  STATE/COUNTY-  WA/JEFFERSON
 TR0552  USGS QUAD   -  PORT TOWNSEND SOUTH (1981)
 TR0552
 TR0552                         *CURRENT SURVEY CONTROL
 TR0552  ___________________________________________________________________
 TR0552* NAD 83(1986)-  48 05 33.     (N)    122 48 58.     (W)     SCALED    
 TR0552* NAVD 88     -        54.339  (meters)     178.28   (feet)  ADJUSTED  
 TR0552  ___________________________________________________________________
 TR0552  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 TR0552  DYNAMIC HT  -          54.351 (meters)     178.32  (feet)  COMP
 TR0552  MODELED GRAV-     980,844.7   (mgal)                       NAVD 88
 TR0552
 TR0552  VERT ORDER  -  FIRST     CLASS II
 TR0552
 TR0552.The horizontal coordinates were scaled from a topographic map and have
 TR0552.an estimated accuracy of +/- 6 seconds.
 TR0552
 TR0552.The orthometric height was determined by differential leveling
 TR0552.and adjusted by the National Geodetic Survey in June 1991..
 TR0552
 TR0552.The geoid height was determined by GEOID03.
 TR0552
 TR0552.The dynamic height is computed by dividing the NAVD 88
 TR0552.geopotential number by the normal gravity value computed on the
 TR0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0552.degrees latitude (g = 980.6199 gals.).
 TR0552
 TR0552.The modeled gravity was interpolated from observed gravity values.
 TR0552
 TR0552;                    North         East    Units  Estimated Accuracy
 TR0552;SPC WA N     -   123,370.      352,320.      MT  (+/- 180 meters Scaled)
 TR0552
 TR0552                          SUPERSEDED SURVEY CONTROL
 TR0552
 TR0552  NGVD 29 (??/??/92)   53.215  (m)          174.59   (f) ADJ UNCH    1 2
 TR0552
 TR0552.Superseded values are not recommended for survey control.
 TR0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0552.See file dsdata.txt to determine how the superseded data were derived.
 TR0552
 TR0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU136265(NAD 83)
 TR0552_MARKER: DD = SURVEY DISK
 TR0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0552_STAMPING: P.B.M.-B 3-36
 TR0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0552+STABILITY: SURFACE MOTION
 TR0552
 TR0552  HISTORY     - Date     Condition        Report By
 TR0552  HISTORY     - UNK      MONUMENTED       DOD
 TR0552  HISTORY     - 1944     GOOD             NGS
 TR0552  HISTORY     - 1977     MARK NOT FOUND   WAHC
 TR0552
 TR0552                          STATION DESCRIPTION
 TR0552
 TR0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TR0552'3.6 MI SW FROM PORT TOWNSEND.
 TR0552'3.6 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 9 FROM THE CITY HALL AT
 TR0552'PORT TOWNSEND, SET IN THE SOUTHWEST QUARTER OF THE PUBLIC ROAD
 TR0552'CROSSING, ABOUT 0.1 MILE NORTH OF A HIGHWAY OVERPASS, 47 FEET SOUTH OF
 TR0552'CENTER-LINE OF THE SIDE ROAD LEADING WEST, 27.5 FEET WEST OF
 TR0552'CENTER-LINE OF THE HIGHWAY, 1.7 FEET SOUTH OF REFERENCE POST, ON TOP
 TR0552'OF A SMALL CUT.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 TR0552'PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 TR0552
 TR0552                          STATION RECOVERY (1977)
 TR0552
 TR0552'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1977
 TR0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0473 ***********************************************************************
 TR0473  DESIGNATION -  B 3
 TR0473  PID         -  TR0473
 TR0473  STATE/COUNTY-  WA/ISLAND
 TR0473  USGS QUAD   -  OAK HARBOR (1973)
 TR0473
 TR0473                         *CURRENT SURVEY CONTROL
 TR0473  ___________________________________________________________________
 TR0473* NAD 83(1991)-  48 19 35.82947(N)    122 39 26.15734(W)     ADJUSTED  
 TR0473* NAVD 88     -        43.512  (meters)     142.76   (feet)  ADJUSTED  
 TR0473  ___________________________________________________________________
 TR0473  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 TR0473  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 TR0473  DYNAMIC HT  -          43.523 (meters)     142.79  (feet)  COMP
 TR0473  MODELED GRAV-     980,854.9   (mgal)                       NAVD 88
 TR0473
 TR0473  HORZ ORDER  -  THIRD
 TR0473  VERT ORDER  -  FIRST     CLASS II
 TR0473
 TR0473.The horizontal coordinates were established by classical geodetic methods
 TR0473.and adjusted by the National Geodetic Survey in December 1991..
 TR0473
 TR0473.The orthometric height was determined by differential leveling
 TR0473.and adjusted by the National Geodetic Survey in June 1991..
 TR0473
 TR0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0473
 TR0473.The geoid height was determined by GEOID03.
 TR0473
 TR0473.The dynamic height is computed by dividing the NAVD 88
 TR0473.geopotential number by the normal gravity value computed on the
 TR0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0473.degrees latitude (g = 980.6199 gals.).
 TR0473
 TR0473.The modeled gravity was interpolated from observed gravity values.
 TR0473
 TR0473;                    North         East     Units Scale Factor Converg.
 TR0473;SPC WA N     -   149,100.494   364,769.335   MT  0.99994888   -1 21 28.6
 TR0473;SPC WA N     -   489,173.87  1,196,747.39   sFT  0.99994888   -1 21 28.6
 TR0473;UTM  10      - 5,352,660.395   525,404.608   MT  0.99960793   +0 15 21.6
 TR0473
 TR0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0473!SPC WA N     -   0.99999666  x   0.99994888  =   0.99994554
 TR0473!UTM  10      -   0.99999666  x   0.99960793  =   0.99960460
 TR0473
 TR0473|---------------------------------------------------------------------|
 TR0473| PID    Reference Object                     Distance      Geod. Az  |
 TR0473|                                                           dddmmss.s |
 TR0473| TR1336 B 2 TP 1952                         349.651 METERS 07751     |
 TR0473| TR0474 B 4                                 313.385 METERS 25815     |
 TR0473|---------------------------------------------------------------------|
 TR0473
 TR0473                          SUPERSEDED SURVEY CONTROL
 TR0473
 TR0473  NAD 83(1986)-  48 19 35.83201(N)    122 39 26.16083(W) AD(       ) 3
 TR0473  NAD 27      -  48 19 36.46800(N)    122 39 21.53500(W) AD(       ) 3
 TR0473  NGVD 29 (??/??/92)   42.37   (m)          139.0    (f) COMPUTED    1 2
 TR0473
 TR0473.Superseded values are not recommended for survey control.
 TR0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0473.See file dsdata.txt to determine how the superseded data were derived.
 TR0473
 TR0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2540552660(NAD 83)
 TR0473_MARKER: DB = BENCH MARK DISK
 TR0473_SETTING: 0 = UNSPECIFIED SETTING
 TR0473_STAMPING: B 3 1952
 TR0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0473
 TR0473  HISTORY     - Date     Condition        Report By
 TR0473  HISTORY     - 1952     MONUMENTED       CGS
 TR0473  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0473  HISTORY     - 1973     GOOD             USGS
 TR0473
 TR0473                          STATION DESCRIPTION
 TR0473
 TR0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0473'THE STATION IS IN CENTERLINE OF CLOVER VALLEY ROAD 0.2 MILES WEST
 TR0473'OF JUNCTION OF STATE HIGHWAY 1-D AND CLOVER VALLEY ROAD.
 TR0473'
 TR0473'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-3, 1952, SET IN A
 TR0473'CONCRETE MONUMENT 6 INCHES BELOW ROAD SURFACE, COVERED WITH CAST
 TR0473'IRON CASING MARKED N.A.S., WHICH IS APPROXIMATELY 60 METERS EAST
 TR0473'OF SOUTHEAST CORNER OF WHITE HOUSE ON NORTH SIDE OF ROAD.
 TR0473
 TR0473                          STATION RECOVERY (1960)
 TR0473
 TR0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0473'THE ROAD IN THIS AREA HAS BEEN REPAVED AND THE IRON CASING IS
 TR0473'PROBABLY COVERED WITH SEVERAL INCHES OF ASPHALT.  THE MARK WAS
 TR0473'NOT DUG FOR.
 TR0473
 TR0473                          STATION RECOVERY (1973)
 TR0473
 TR0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0473'3.3 MI N FROM OAK HARBOR.
 TR0473'0.2 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0473'THENCE NORTH 1.5 MILES ALONG STATE HWY. 20.  THENCE 1.3 MILES N. ALONG
 TR0473'GOLDIE ROAD.  THENCE 0.4 MILE WEST ALONG AULT FIELD ROAD. THENCE 0.1
 TR0473'MILE N. AND E. ALONG OLD CLOVER VALLEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0182 ***********************************************************************
 TP0182  DESIGNATION -  B 30
 TP0182  PID         -  TP0182
 TP0182  STATE/COUNTY-  WA/OKANOGAN
 TP0182  USGS QUAD   -  NESPELEM (1993)
 TP0182
 TP0182                         *CURRENT SURVEY CONTROL
 TP0182  ___________________________________________________________________
 TP0182* NAD 83(1986)-  48 10 44.     (N)    118 55 08.     (W)     SCALED    
 TP0182* NAVD 88     -       757.443  (meters)    2485.04   (feet)  ADJUSTED  
 TP0182  ___________________________________________________________________
 TP0182  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 TP0182  DYNAMIC HT  -         757.488 (meters)    2485.19  (feet)  COMP
 TP0182  MODELED GRAV-     980,646.0   (mgal)                       NAVD 88
 TP0182
 TP0182  VERT ORDER  -  FIRST     CLASS II
 TP0182
 TP0182.The horizontal coordinates were scaled from a topographic map and have
 TP0182.an estimated accuracy of +/- 6 seconds.
 TP0182
 TP0182.The orthometric height was determined by differential leveling
 TP0182.and adjusted by the National Geodetic Survey in June 1991..
 TP0182
 TP0182.The geoid height was determined by GEOID03.
 TP0182
 TP0182.The dynamic height is computed by dividing the NAVD 88
 TP0182.geopotential number by the normal gravity value computed on the
 TP0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0182.degrees latitude (g = 980.6199 gals.).
 TP0182
 TP0182.The modeled gravity was interpolated from observed gravity values.
 TP0182
 TP0182;                    North         East    Units  Estimated Accuracy
 TP0182;SPC WA N     -   132,840.      642,350.      MT  (+/- 180 meters Scaled)
 TP0182
 TP0182                          SUPERSEDED SURVEY CONTROL
 TP0182
 TP0182  NGVD 29 (??/??/92)  756.176  (m)         2480.89   (f) ADJ UNCH    1 2
 TP0182
 TP0182.Superseded values are not recommended for survey control.
 TP0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0182.See file dsdata.txt to determine how the superseded data were derived.
 TP0182
 TP0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP573379(NAD 83)
 TP0182_MARKER: DB = BENCH MARK DISK
 TP0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0182_STAMPING: B 30 1933
 TP0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0182+STABILITY: SURFACE MOTION
 TP0182
 TP0182  HISTORY     - Date     Condition        Report By
 TP0182  HISTORY     - 1933     MONUMENTED       CGS
 TP0182
 TP0182                          STATION DESCRIPTION
 TP0182
 TP0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0182'3.1 MI E FROM NESPELEM.
 TP0182'36 FEET SOUTH OF CENTER LINE OF NESPELEM-KELLER HIGHWAY, 45 FEET NORTH
 TP0182'OF DRY CREEK BED, 0.5 MILE WEST OF SIDE ROAD LEADING TO LAKE OWHI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0569 ***********************************************************************
 SX0569  DESIGNATION -  B 300
 SX0569  PID         -  SX0569
 SX0569  STATE/COUNTY-  WA/CHELAN
 SX0569  USGS QUAD   -  TIPTOP (1989)
 SX0569
 SX0569                         *CURRENT SURVEY CONTROL
 SX0569  ___________________________________________________________________
 SX0569* NAD 83(1986)-  47 26 02.     (N)    120 30 13.     (W)     SCALED    
 SX0569* NAVD 88     -       419.300  (meters)    1375.65   (feet)  ADJUSTED  
 SX0569  ___________________________________________________________________
 SX0569  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 SX0569  DYNAMIC HT  -         419.300 (meters)    1375.65  (feet)  COMP
 SX0569  MODELED GRAV-     980,601.7   (mgal)                       NAVD 88
 SX0569
 SX0569  VERT ORDER  -  SECOND    CLASS 0
 SX0569
 SX0569.The horizontal coordinates were scaled from a topographic map and have
 SX0569.an estimated accuracy of +/- 6 seconds.
 SX0569
 SX0569.The orthometric height was determined by differential leveling
 SX0569.and adjusted by the National Geodetic Survey in June 1991..
 SX0569
 SX0569.The geoid height was determined by GEOID03.
 SX0569
 SX0569.The dynamic height is computed by dividing the NAVD 88
 SX0569.geopotential number by the normal gravity value computed on the
 SX0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0569.degrees latitude (g = 980.6199 gals.).
 SX0569
 SX0569.The modeled gravity was interpolated from observed gravity values.
 SX0569
 SX0569;                    North         East    Units  Estimated Accuracy
 SX0569;SPC WA N     -    48,290.      524,870.      MT  (+/- 180 meters Scaled)
 SX0569
 SX0569                          SUPERSEDED SURVEY CONTROL
 SX0569
 SX0569  NGVD 29 (??/??/92)  418.130  (m)         1371.81   (f) ADJ UNCH    2 0
 SX0569
 SX0569.Superseded values are not recommended for survey control.
 SX0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0569.See file dsdata.txt to determine how the superseded data were derived.
 SX0569
 SX0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT882564(NAD 83)
 SX0569_MARKER: DB = BENCH MARK DISK
 SX0569_SETTING: 80 = SET IN A BOULDER
 SX0569_STAMPING: B 300 1947
 SX0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0569+STABILITY: SURFACE MOTION
 SX0569
 SX0569  HISTORY     - Date     Condition        Report By
 SX0569  HISTORY     - 1947     MONUMENTED       CGS
 SX0569  HISTORY     - 1961     MARK NOT FOUND   USGS
 SX0569
 SX0569                          STATION DESCRIPTION
 SX0569
 SX0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0569'6.7 MI SE FROM CASHMERE.
 SX0569'6.7 MILES SOUTHEAST ALONG MISSION CREEK ROAD FROM THE FRANCES WILLARD
 SX0569'HIGH SCHOOL AT CASHMERE, ABOUT 150 YARDS SOUTHWEST AND ACROSS THE ROAD
 SX0569'FROM A SMALL FRAME HOUSE, 66 FEET SOUTHWEST OF THE INTERSECTION OF THE
 SX0569'CENTER LINES OF THE ROAD AND A TRACK ROAD LEADING SOUTH INTO AN APPLE
 SX0569'ORCHARD, 24 FEET NORTHWEST AND ACROSS THE ROAD FROM A POWER LINE POLE,
 SX0569'24 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND SET IN THE
 SX0569'BOTTOM STEP OF A LARGE BOULDER.
 SX0569
 SX0569                          STATION RECOVERY (1961)
 SX0569
 SX0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SX0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0302 ***********************************************************************
 SX0302  DESIGNATION -  B 301
 SX0302  PID         -  SX0302
 SX0302  STATE/COUNTY-  WA/CHELAN
 SX0302  USGS QUAD   -  WENATCHEE HEIGHTS (1987)
 SX0302
 SX0302                         *CURRENT SURVEY CONTROL
 SX0302  ___________________________________________________________________
 SX0302* NAD 83(1986)-  47 18 05.     (N)    120 18 12.     (W)     SCALED    
 SX0302* NAVD 88     -       832.817  (meters)    2732.33   (feet)  ADJUSTED  
 SX0302  ___________________________________________________________________
 SX0302  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 SX0302  DYNAMIC HT  -         832.799 (meters)    2732.27  (feet)  COMP
 SX0302  MODELED GRAV-     980,562.6   (mgal)                       NAVD 88
 SX0302
 SX0302  VERT ORDER  -  SECOND    CLASS 0
 SX0302
 SX0302.The horizontal coordinates were scaled from a topographic map and have
 SX0302.an estimated accuracy of +/- 6 seconds.
 SX0302
 SX0302.The orthometric height was determined by differential leveling
 SX0302.and adjusted by the National Geodetic Survey in June 1991..
 SX0302
 SX0302.The geoid height was determined by GEOID03.
 SX0302
 SX0302.The dynamic height is computed by dividing the NAVD 88
 SX0302.geopotential number by the normal gravity value computed on the
 SX0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0302.degrees latitude (g = 980.6199 gals.).
 SX0302
 SX0302.The modeled gravity was interpolated from observed gravity values.
 SX0302
 SX0302;                    North         East    Units  Estimated Accuracy
 SX0302;SPC WA N     -    33,650.      540,080.      MT  (+/- 180 meters Scaled)
 SX0302
 SX0302                          SUPERSEDED SURVEY CONTROL
 SX0302
 SX0302  NGVD 29 (??/??/92)  831.653  (m)         2728.51   (f) ADJ UNCH    2 0
 SX0302
 SX0302.Superseded values are not recommended for survey control.
 SX0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0302.See file dsdata.txt to determine how the superseded data were derived.
 SX0302
 SX0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT038421(NAD 83)
 SX0302_MARKER: DB = BENCH MARK DISK
 SX0302_SETTING: 80 = SET IN A BOULDER
 SX0302_STAMPING: B 301 1947
 SX0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0302+STABILITY: SURFACE MOTION
 SX0302
 SX0302  HISTORY     - Date     Condition        Report By
 SX0302  HISTORY     - 1947     MONUMENTED       CGS
 SX0302
 SX0302                          STATION DESCRIPTION
 SX0302
 SX0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0302'11.2 MI SE FROM SOUTH WENATCHEE.
 SX0302'0.5 MILE WEST ALONG TERMINAL AVENUE FROM THE SOUTH WENATCHEE SCHOOL AT
 SX0302'SOUTH WENATCHEE, THENCE 3.8 MILES SOUTHWEST ALONG SQUILLCHUCK ROAD,
 SX0302'THENCE 6.9 MILES SOUTHEAST ALONG STEMILT LOOP ROAD, 0.1 MILE SOUTH OF
 SX0302'STEMILT CREEK ROAD JUNCTION, ABOUT 75 YARDS NORTH OF THE NORTH END OF
 SX0302'A HAIR PIN CURVE, ABOUT 75 YARDS SOUTH OF A TRACK ROAD LEADING WEST,
 SX0302'40 FEET WEST OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A
 SX0302'SMALL OUTCROPPING BOULDER ABOUT 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0238 ***********************************************************************
 SB0238  DESIGNATION -  B 302
 SB0238  PID         -  SB0238
 SB0238  STATE/COUNTY-  WA/KITTITAS
 SB0238  USGS QUAD   -  BOYLSTON (1953)
 SB0238
 SB0238                         *CURRENT SURVEY CONTROL
 SB0238  ___________________________________________________________________
 SB0238* NAD 83(1986)-  46 58 02.     (N)    120 11 23.     (W)     SCALED    
 SB0238* NAVD 88     -       745.957  (meters)    2447.36   (feet)  ADJUSTED  
 SB0238  ___________________________________________________________________
 SB0238  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SB0238  DYNAMIC HT  -         745.938 (meters)    2447.30  (feet)  COMP
 SB0238  MODELED GRAV-     980,563.1   (mgal)                       NAVD 88
 SB0238
 SB0238  VERT ORDER  -  SECOND    CLASS 0
 SB0238
 SB0238.The horizontal coordinates were scaled from a topographic map and have
 SB0238.an estimated accuracy of +/- 6 seconds.
 SB0238
 SB0238.The orthometric height was determined by differential leveling
 SB0238.and adjusted by the National Geodetic Survey in June 1991..
 SB0238
 SB0238.The geoid height was determined by GEOID03.
 SB0238
 SB0238.The dynamic height is computed by dividing the NAVD 88
 SB0238.geopotential number by the normal gravity value computed on the
 SB0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0238.degrees latitude (g = 980.6199 gals.).
 SB0238
 SB0238.The modeled gravity was interpolated from observed gravity values.
 SB0238
 SB0238;                    North         East    Units  Estimated Accuracy
 SB0238;SPC WA S     -   181,660.      523,610.      MT  (+/- 180 meters Scaled)
 SB0238
 SB0238                          SUPERSEDED SURVEY CONTROL
 SB0238
 SB0238  NGVD 29 (??/??/92)  744.816  (m)         2443.62   (f) ADJ UNCH    2 0
 SB0238
 SB0238.Superseded values are not recommended for survey control.
 SB0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0238.See file dsdata.txt to determine how the superseded data were derived.
 SB0238
 SB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT137053(NAD 83)
 SB0238_MARKER: DB = BENCH MARK DISK
 SB0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0238_STAMPING: B 302 1947
 SB0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0238+STABILITY: SURFACE MOTION
 SB0238
 SB0238  HISTORY     - Date     Condition        Report By
 SB0238  HISTORY     - 1947     MONUMENTED       CGS
 SB0238  HISTORY     - 1957     GOOD             NGS
 SB0238
 SB0238                          STATION DESCRIPTION
 SB0238
 SB0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SB0238'10.5 MI E FROM EAST KITTITAS.
 SB0238'4.1 MILES EAST ALONG KITTITAS ROAD FROM THE CHICAGO, MILWAUKEE, ST.
 SB0238'PAUL AND PACIFIC RAILROAD STATION AT EAST KITTITAS, THENCE 1.6 MILES
 SB0238'EAST ALONG BENTLEY ROAD, THENCE 2.5 MILES EAST ALONG OLD HIGHWAY,
 SB0238'THENCE 2.3 MILES EAST ALONG U.S. HIGHWAY 10, 0.2 MILE WEST OF SADDLE
 SB0238'MOUNTAIN INN, 52 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.0
 SB0238'FEET EAST OF A POWER LINE POLE, 2.5 FEET NORTH OF A WIRE FENCE, AND
 SB0238'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 SB0238'GROUND.  WITNESS POST SET 3.0 FEET EAST OF THE MARK.
 SB0238
 SB0238                          STATION RECOVERY (1957)
 SB0238
 SB0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 SB0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0807 ***********************************************************************
 SW0807  DESIGNATION -  B 302
 SW0807  PID         -  SW0807
 SW0807  STATE/COUNTY-  WA/GRANT
 SW0807  USGS QUAD   -  MOSES LAKE NORTH (1978)
 SW0807
 SW0807                         *CURRENT SURVEY CONTROL
 SW0807  ___________________________________________________________________
 SW0807* NAD 83(1986)-  47 07 52.     (N)    119 15 24.     (W)     SCALED    
 SW0807* NAVD 88     -       352.92   (+/-2cm)    1157.9    (feet)  VERTCON   
 SW0807  ___________________________________________________________________
 SW0807  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SW0807
 SW0807  VERT ORDER  -  ? (See Below)
 SW0807
 SW0807.The horizontal coordinates were scaled from a topographic map and have
 SW0807.an estimated accuracy of +/- 6 seconds.
 SW0807
 SW0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0807.The vertical order pertains to the NGVD 29 superseded value.
 SW0807
 SW0807.The geoid height was determined by GEOID03.
 SW0807
 SW0807;                    North         East    Units  Estimated Accuracy
 SW0807;SPC WA S     -   200,570.      594,320.      MT  (+/- 180 meters Scaled)
 SW0807
 SW0807                          SUPERSEDED SURVEY CONTROL
 SW0807
 SW0807  NGVD 29 (??/??/92)  351.788  (m)         1154.16   (f) ADJ UNCH    ?  
 SW0807
 SW0807.Superseded values are not recommended for survey control.
 SW0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0807.See file dsdata.txt to determine how the superseded data were derived.
 SW0807
 SW0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN288222(NAD 83)
 SW0807_MARKER: S = SPIKE
 SW0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0807_SP_SET: POLE
 SW0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0807
 SW0807  HISTORY     - Date     Condition        Report By
 SW0807  HISTORY     - UNK      MONUMENTED       BOR
 SW0807  HISTORY     - 1935     GOOD             NGS
 SW0807  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0807
 SW0807                          STATION DESCRIPTION
 SW0807
 SW0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0807'1.5 MI E FROM NEPPEL.
 SW0807'1.5 MILES EAST ALONG A ROAD FROM NEPPEL, GRANT COUNTY, AT SECTION
 SW0807'CORNERS 15, 14, 22, AND 23, T 19 N., R. 28 E.  A SPIKE DRIVEN IN A
 SW0807'POLE, FLANKED BY THE PAINTED LETTERS B.M. B 3.
 SW0807
 SW0807                          STATION RECOVERY (1968)
 SW0807
 SW0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0195 ***********************************************************************
 SB0195  DESIGNATION -  B 303
 SB0195  PID         -  SB0195
 SB0195  STATE/COUNTY-  WA/YAKIMA
 SB0195  USGS QUAD   -  YAKIMA EAST (1985)
 SB0195
 SB0195                         *CURRENT SURVEY CONTROL
 SB0195  ___________________________________________________________________
 SB0195* NAD 83(1986)-  46 32 20.     (N)    120 26 36.     (W)     SCALED    
 SB0195* NAVD 88     -       298.302  (meters)     978.68   (feet)  ADJUSTED  
 SB0195  ___________________________________________________________________
 SB0195  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SB0195  DYNAMIC HT  -         298.302 (meters)     978.68  (feet)  COMP
 SB0195  MODELED GRAV-     980,607.1   (mgal)                       NAVD 88
 SB0195
 SB0195  VERT ORDER  -  SECOND    CLASS 0
 SB0195
 SB0195.The horizontal coordinates were scaled from a topographic map and have
 SB0195.an estimated accuracy of +/- 6 seconds.
 SB0195
 SB0195.The orthometric height was determined by differential leveling
 SB0195.and adjusted by the National Geodetic Survey in June 1991..
 SB0195
 SB0195.The geoid height was determined by GEOID03.
 SB0195
 SB0195.The dynamic height is computed by dividing the NAVD 88
 SB0195.geopotential number by the normal gravity value computed on the
 SB0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0195.degrees latitude (g = 980.6199 gals.).
 SB0195
 SB0195.The modeled gravity was interpolated from observed gravity values.
 SB0195
 SB0195;                    North         East    Units  Estimated Accuracy
 SB0195;SPC WA S     -   134,000.      504,350.      MT  (+/- 180 meters Scaled)
 SB0195
 SB0195                          SUPERSEDED SURVEY CONTROL
 SB0195
 SB0195  NGVD 29 (??/??/92)  297.234  (m)          975.18   (f) ADJ UNCH    2 0
 SB0195
 SB0195.Superseded values are not recommended for survey control.
 SB0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0195.See file dsdata.txt to determine how the superseded data were derived.
 SB0195
 SB0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS960571(NAD 83)
 SB0195_MARKER: DB = BENCH MARK DISK
 SB0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0195_STAMPING: B 303 1949
 SB0195_MARK LOGO: CGS   
 SB0195_PROJECTION: PROJECTING 1 CENTIMETERS
 SB0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0195+STABILITY: SURFACE MOTION
 SB0195
 SB0195  HISTORY     - Date     Condition        Report By
 SB0195  HISTORY     - 1949     MONUMENTED       CGS
 SB0195  HISTORY     - 1962     GOOD             LOCENG
 SB0195  HISTORY     - 1982     GOOD             NGS
 SB0195
 SB0195                          STATION DESCRIPTION
 SB0195
 SB0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0195'3.9 MI N FROM PARKER.
 SB0195'2.0 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0195'STATION AT PARKER, THENCE 0.3 MILE SOUTH ALONG U.S. HIGHWAY 410,
 SB0195'THENCE 1.6 MILES NORTHEAST ALONG THORP ROAD, 0.25 MILE SOUTH OF A
 SB0195'MONUMENT COMMEMORATING F.M. THORP AND FAMILY, ABOUT 74 YARDS NORTH OF
 SB0195'THE CENTER OF THE T JUNCTION OF A ROAD LEADING EAST, 79.0 FEET
 SB0195'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL FARMHOUSE, 72 FEET
 SB0195'SOUTHEAST OF A POWER LINE POLE, 60.0 FEET EAST OF THE CENTER LINE OF
 SB0195'THE ROAD, 2.0 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 SB0195'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 SB0195
 SB0195                          STATION RECOVERY (1962)
 SB0195
 SB0195'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 SB0195'RECOVERED IN GOOD CONDITION.
 SB0195
 SB0195                          STATION RECOVERY (1982)
 SB0195
 SB0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0195'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0195'0.32 KM (0.2 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SB0195'THE INTERSECTION OF SECOND AVENUE AT PARKER, THENCE 1.5 KM (0.9 MI)
 SB0195'EAST ALONG PARKER BRIDGE ROAD, THENCE 6.05 KM (3.8 MI) NORTHEAST ALONG
 SB0195'THORP ROAD, IN THE SOUTH CORNER OF THE T JUNCTION OF A DRIVEWAY
 SB0195'LEADING EAST, 0.7 KM (0.45 MI) SOUTHWEST OF THE INTERSECTION OF THORP
 SB0195'ROAD, BIRCHFIELD ROAD AND CAMPBELL ROAD, 0.4 KM (0.25 MI) SOUTHWEST OF
 SB0195'THE THORP FAMILY STONE MONUMENT, 18.3 METERS (60 FT) SOUTHEAST OF THE
 SB0195'ROAD, 24.1 METERS (79 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 SB0195'FRAME HOUSE, 21.9 METERS (72 FT) SOUTH OF A TRANSMISSION POLE, 6.7
 SB0195'METERS (22 FT) SOUTH OF THE DRIVEWAY.
 SB0195'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1744 ***********************************************************************
 SA1744  DESIGNATION -  B 304
 SA1744  PID         -  SA1744
 SA1744  STATE/COUNTY-  WA/YAKIMA
 SA1744  USGS QUAD   -  CAIRN HOPE PEAK (1978)
 SA1744
 SA1744                         *CURRENT SURVEY CONTROL
 SA1744  ___________________________________________________________________
 SA1744* NAD 83(1986)-  46 32 11.     (N)    119 54 28.     (W)     SCALED    
 SA1744* NAVD 88     -       413.134  (meters)    1355.42   (feet)  ADJUSTED  
 SA1744  ___________________________________________________________________
 SA1744  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SA1744  DYNAMIC HT  -         413.138 (meters)    1355.44  (feet)  COMP
 SA1744  MODELED GRAV-     980,614.0   (mgal)                       NAVD 88
 SA1744
 SA1744  VERT ORDER  -  SECOND    CLASS 0
 SA1744
 SA1744.The horizontal coordinates were scaled from a topographic map and have
 SA1744.an estimated accuracy of +/- 6 seconds.
 SA1744
 SA1744.The orthometric height was determined by differential leveling
 SA1744.and adjusted by the National Geodetic Survey in June 1991..
 SA1744
 SA1744.The geoid height was determined by GEOID03.
 SA1744
 SA1744.The dynamic height is computed by dividing the NAVD 88
 SA1744.geopotential number by the normal gravity value computed on the
 SA1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1744.degrees latitude (g = 980.6199 gals.).
 SA1744
 SA1744.The modeled gravity was interpolated from observed gravity values.
 SA1744
 SA1744;                    North         East    Units  Estimated Accuracy
 SA1744;SPC WA S     -   133,890.      545,430.      MT  (+/- 180 meters Scaled)
 SA1744
 SA1744                          SUPERSEDED SURVEY CONTROL
 SA1744
 SA1744  NGVD 29 (??/??/92)  412.060  (m)         1351.90   (f) ADJ UNCH    2 0
 SA1744
 SA1744.Superseded values are not recommended for survey control.
 SA1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1744.See file dsdata.txt to determine how the superseded data were derived.
 SA1744
 SA1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM770577(NAD 83)
 SA1744_MARKER: DB = BENCH MARK DISK
 SA1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1744_STAMPING: B 304 1949
 SA1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1744+STABILITY: SURFACE MOTION
 SA1744
 SA1744  HISTORY     - Date     Condition        Report By
 SA1744  HISTORY     - 1949     MONUMENTED       CGS
 SA1744
 SA1744                          STATION DESCRIPTION
 SA1744
 SA1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1744'5.2 MI NW FROM E ROBERT RANCH.
 SA1744'1.5 MILES WEST ALONG A RANCH ROAD FROM THE E. ROBERT RANCH (FORMER
 SA1744'WAUTOMA POST OFFICE), THENCE 2.4 MILES NORTH ALONG THE
 SA1744'SUNNYSIDE-HANFORD HIGHWAY, THENCE 1.3 MILES WEST ALONG STATE HIGHWAY
 SA1744'11-A, 0.2 MILE EAST OF A BRIDGE, 0.1 MILE EAST OF THE APPROXIMATE
 SA1744'CENTER OF A CURVE, 223 FEET SOUTHWEST OF POWER LINE POLE 1460, 64.0
 SA1744'FEET NORTHEAST OF THE NORTH END OF AN 18-INCH CONCRETE PIPE CULVERT,
 SA1744'58.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 54 1/2 FEET EAST OF
 SA1744'A TELEPHONE POLE, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, 2.3 FEET SOUTH
 SA1744'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SA1744'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0420 ***********************************************************************
 SB0420  DESIGNATION -  B 305
 SB0420  PID         -  SB0420
 SB0420  STATE/COUNTY-  WA/YAKIMA
 SB0420  USGS QUAD   -  GRANGER NW (1965)
 SB0420
 SB0420                         *CURRENT SURVEY CONTROL
 SB0420  ___________________________________________________________________
 SB0420* NAD 83(1986)-  46 29 13.     (N)    120 09 25.     (W)     SCALED    
 SB0420* NAVD 88     -       541.007  (meters)    1774.95   (feet)  ADJUSTED  
 SB0420  ___________________________________________________________________
 SB0420  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 SB0420  DYNAMIC HT  -         540.990 (meters)    1774.90  (feet)  COMP
 SB0420  MODELED GRAV-     980,565.9   (mgal)                       NAVD 88
 SB0420
 SB0420  VERT ORDER  -  SECOND    CLASS 0
 SB0420
 SB0420.The horizontal coordinates were scaled from a topographic map and have
 SB0420.an estimated accuracy of +/- 6 seconds.
 SB0420
 SB0420.The orthometric height was determined by differential leveling
 SB0420.and adjusted by the National Geodetic Survey in June 1991..
 SB0420
 SB0420.The geoid height was determined by GEOID03.
 SB0420
 SB0420.The dynamic height is computed by dividing the NAVD 88
 SB0420.geopotential number by the normal gravity value computed on the
 SB0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0420.degrees latitude (g = 980.6199 gals.).
 SB0420
 SB0420.The modeled gravity was interpolated from observed gravity values.
 SB0420
 SB0420;                    North         East    Units  Estimated Accuracy
 SB0420;SPC WA S     -   128,280.      526,340.      MT  (+/- 180 meters Scaled)
 SB0420
 SB0420                          SUPERSEDED SURVEY CONTROL
 SB0420
 SB0420  NGVD 29 (??/??/92)  539.912  (m)         1771.36   (f) ADJ UNCH    2 0
 SB0420
 SB0420.Superseded values are not recommended for survey control.
 SB0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0420.See file dsdata.txt to determine how the superseded data were derived.
 SB0420
 SB0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS182520(NAD 83)
 SB0420_MARKER: DB = BENCH MARK DISK
 SB0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0420_STAMPING: B 305 1949
 SB0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0420+STABILITY: SURFACE MOTION
 SB0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0420+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2003
 SB0420
 SB0420  HISTORY     - Date     Condition        Report By
 SB0420  HISTORY     - 1949     MONUMENTED       CGS
 SB0420  HISTORY     - 20031020 GOOD             WADT
 SB0420
 SB0420                          STATION DESCRIPTION
 SB0420
 SB0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0420'2.6 MI S FROM WASHINGTON STATE QUARANTINE STA.
 SB0420'1.1 MILES EAST ALONG STATE HIGHWAY 11-A FROM THE WASHINGTON STATE
 SB0420'QUARANTINE STATION, THENCE 1.5 MILES SOUTHWEST ALONG A COUNTY GRADED
 SB0420'ROAD, ON THE NORTH SIDE OF RATTLESNAKE RIDGE, 0.1 MILE SOUTHWEST OF A
 SB0420'SHARP CURVE, ABOUT 400 YARDS SOUTHEAST OF A PROMINENT
 SB0420'NORTHEAST-SOUTHWEST RIDGE, NEAR THE NORTHEAST END OF A SMALL CLEARING.
 SB0420'41.5 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET NORTH OF
 SB0420'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SB0420'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SB0420
 SB0420                          STATION RECOVERY (2003)
 SB0420
 SB0420'RECOVERY NOTE BY WA DEPT OF TRANSP 2003 (ELS)
 SB0420'FROM SR 24, MP17.5 +/- SOUTHWEST 1.0 MILES ALONG ROAD TO WSDOT QUARRY
 SB0420'SITE PE-E-206 TO A LOCK GATE INTO TWO BAR A RANCH AND QUARRY SITE. 0.5
 SB0420'MILES SOUTHWEST ALONG RANCH ROAD TO MARK ON RIGHT. 80.0 FEET NORTH
 SB0420'FROM EXISTING ROAD AND 41.5 FEET NORTH FROM OLD ROAD. SET STEEL FENCE
 SB0420'POST, PAINTED YELLOW, 1.0M (3.28FT) SOUTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0445 ***********************************************************************
 SB0445  DESIGNATION -  B 306
 SB0445  PID         -  SB0445
 SB0445  STATE/COUNTY-  WA/YAKIMA
 SB0445  USGS QUAD   -  GRANGER (1965)
 SB0445
 SB0445                         *CURRENT SURVEY CONTROL
 SB0445  ___________________________________________________________________
 SB0445* NAD 83(1986)-  46 20 47.     (N)    120 10 38.     (W)     SCALED    
 SB0445* NAVD 88     -       226.950  (meters)     744.59   (feet)  ADJUSTED  
 SB0445  ___________________________________________________________________
 SB0445  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SB0445  DYNAMIC HT  -         226.951 (meters)     744.59  (feet)  COMP
 SB0445  MODELED GRAV-     980,615.6   (mgal)                       NAVD 88
 SB0445
 SB0445  VERT ORDER  -  SECOND    CLASS 0
 SB0445
 SB0445.The horizontal coordinates were scaled from a topographic map and have
 SB0445.an estimated accuracy of +/- 6 seconds.
 SB0445
 SB0445.The orthometric height was determined by differential leveling
 SB0445.and adjusted by the National Geodetic Survey in June 1991..
 SB0445
 SB0445.The geoid height was determined by GEOID03.
 SB0445
 SB0445.The dynamic height is computed by dividing the NAVD 88
 SB0445.geopotential number by the normal gravity value computed on the
 SB0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0445.degrees latitude (g = 980.6199 gals.).
 SB0445
 SB0445.The modeled gravity was interpolated from observed gravity values.
 SB0445
 SB0445;                    North         East    Units  Estimated Accuracy
 SB0445;SPC WA S     -   112,650.      524,850.      MT  (+/- 180 meters Scaled)
 SB0445
 SB0445                          SUPERSEDED SURVEY CONTROL
 SB0445
 SB0445  NGVD 29 (??/??/92)  225.903  (m)          741.15   (f) ADJ UNCH    2 0
 SB0445
 SB0445.Superseded values are not recommended for survey control.
 SB0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0445.See file dsdata.txt to determine how the superseded data were derived.
 SB0445
 SB0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS172364(NAD 83)
 SB0445_MARKER: DB = BENCH MARK DISK
 SB0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0445_STAMPING: B 306 1949
 SB0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0445+STABILITY: SURFACE MOTION
 SB0445
 SB0445  HISTORY     - Date     Condition        Report By
 SB0445  HISTORY     - 1949     MONUMENTED       CGS
 SB0445  HISTORY     - 1965     MARK NOT FOUND   USGS
 SB0445  HISTORY     - 1982     MARK NOT FOUND   NGS
 SB0445
 SB0445                          STATION DESCRIPTION
 SB0445
 SB0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0445'0.5 MI E FROM GRANGER.
 SB0445'0.5 MILE EAST ALONG U.S. HIGHWAY 410 FROM THE GRAMMAR SCHOOL AT
 SB0445'GRANGER, ABOUT 0.1 MILE EAST OF THE EAST CITY LIMITS, 109.0 FEET
 SB0445'SOUTHWEST OF THE SOUTHWEST CORNER OF THE H.L. FRY RESIDENCE, 56 1/2
 SB0445'FEET NORTHWEST OF POWER LINE POLE 1366, 55 FEET WEST OF THE
 SB0445'PROLONGATION OF A ROW OF TREES, 29.0 FEET NORTH OF THE CENTER LINE OF
 SB0445'THE HIGHWAY, 1.1 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 SB0445'THE HIGHWAY, 0.9 FOOT SOUTH OF A RIGHT-OF-WAY FENCE, AND SET IN THE
 SB0445'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SB0445
 SB0445                          STATION RECOVERY (1965)
 SB0445
 SB0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SB0445'MARK NOT FOUND.
 SB0445
 SB0445                          STATION RECOVERY (1982)
 SB0445
 SB0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0678 ***********************************************************************
 SC0678  DESIGNATION -  B 306
 SC0678  PID         -  SC0678
 SC0678  STATE/COUNTY-  WA/PACIFIC
 SC0678  USGS QUAD   -  LONG ISLAND (1984)
 SC0678
 SC0678                         *CURRENT SURVEY CONTROL
 SC0678  ___________________________________________________________________
 SC0678* NAD 83(1986)-  46 26 00.     (N)    123 54 07.     (W)     SCALED    
 SC0678* NAVD 88     -         4.505  (meters)      14.78   (feet)  ADJUSTED  
 SC0678  ___________________________________________________________________
 SC0678  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SC0678  DYNAMIC HT  -           4.505 (meters)      14.78  (feet)  COMP
 SC0678  MODELED GRAV-     980,728.5   (mgal)                       NAVD 88
 SC0678
 SC0678  VERT ORDER  -  SECOND    CLASS 0
 SC0678
 SC0678.The horizontal coordinates were scaled from a topographic map and have
 SC0678.an estimated accuracy of +/- 6 seconds.
 SC0678
 SC0678.The orthometric height was determined by differential leveling
 SC0678.and adjusted by the National Geodetic Survey in June 1991..
 SC0678
 SC0678.The geoid height was determined by GEOID03.
 SC0678
 SC0678.The dynamic height is computed by dividing the NAVD 88
 SC0678.geopotential number by the normal gravity value computed on the
 SC0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0678.degrees latitude (g = 980.6199 gals.).
 SC0678
 SC0678.The modeled gravity was interpolated from observed gravity values.
 SC0678
 SC0678;                    North         East    Units  Estimated Accuracy
 SC0678;SPC WA S     -   127,900.      238,640.      MT  (+/- 180 meters Scaled)
 SC0678
 SC0678                          SUPERSEDED SURVEY CONTROL
 SC0678
 SC0678  NGVD 29 (??/??/92)    3.48   (m)           11.4    (f) COMPUTED    2 0
 SC0678
 SC0678.Superseded values are not recommended for survey control.
 SC0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0678.See file dsdata.txt to determine how the superseded data were derived.
 SC0678
 SC0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS307425(NAD 83)
 SC0678_MARKER: DD = SURVEY DISK
 SC0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0678_STAMPING: B 306 1939
 SC0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0678+STABILITY: SURFACE MOTION
 SC0678
 SC0678  HISTORY     - Date     Condition        Report By
 SC0678  HISTORY     - 1939     MONUMENTED       DOD
 SC0678  HISTORY     - 1961     GOOD             NGS
 SC0678  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0678
 SC0678                          STATION DESCRIPTION
 SC0678
 SC0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SC0678'8.7 MI SW FROM NEMAH.
 SC0678'REACHED FROM NEMAH GO SOUTH ON U.S. HIGHWAY 101 FOR ABOUT 8.7 MILES TO
 SC0678'THE NORTH END OF THE BRIDGE OVER NESELLE RIVER.  BENCH MARK IS 16 FEET
 SC0678'EAST OF THE NORTH APPROACH, 25 FEET SOUTHEAST OF THE CENTER OF THE
 SC0678'HIGHWAY, 1 FOOT WEST OF A METAL WITNESS POST, A STANDARD DISK SET IN
 SC0678'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 SC0678
 SC0678                          STATION RECOVERY (1987)
 SC0678
 SC0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0678'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1022 ***********************************************************************
 SC1022  DESIGNATION -  B 306 RESET
 SC1022  PID         -  SC1022
 SC1022  STATE/COUNTY-  WA/PACIFIC
 SC1022  USGS QUAD   -  LONG ISLAND (1984)
 SC1022
 SC1022                         *CURRENT SURVEY CONTROL
 SC1022  ___________________________________________________________________
 SC1022* NAD 83(1986)-  46 26 05.     (N)    123 53 58.     (W)     SCALED    
 SC1022* NAVD 88     -         4.506  (meters)      14.78   (feet)  ADJUSTED  
 SC1022  ___________________________________________________________________
 SC1022  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 SC1022  DYNAMIC HT  -           4.507 (meters)      14.79  (feet)  COMP
 SC1022  MODELED GRAV-     980,728.7   (mgal)                       NAVD 88
 SC1022
 SC1022  VERT ORDER  -  FIRST     CLASS II
 SC1022
 SC1022.The horizontal coordinates were scaled from a topographic map and have
 SC1022.an estimated accuracy of +/- 6 seconds.
 SC1022
 SC1022.The orthometric height was determined by differential leveling
 SC1022.and adjusted by the National Geodetic Survey in June 1991..
 SC1022
 SC1022.The geoid height was determined by GEOID03.
 SC1022
 SC1022.The dynamic height is computed by dividing the NAVD 88
 SC1022.geopotential number by the normal gravity value computed on the
 SC1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1022.degrees latitude (g = 980.6199 gals.).
 SC1022
 SC1022.The modeled gravity was interpolated from observed gravity values.
 SC1022
 SC1022;                    North         East    Units  Estimated Accuracy
 SC1022;SPC WA S     -   128,050.      238,840.      MT  (+/- 180 meters Scaled)
 SC1022
 SC1022                          SUPERSEDED SURVEY CONTROL
 SC1022
 SC1022.No superseded survey control is available for this station.
 SC1022
 SC1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS309427(NAD 83)
 SC1022_MARKER: DB = BENCH MARK DISK
 SC1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1022_SP_SET: CONCRETE POST
 SC1022_STAMPING: B 306 RESET 1984
 SC1022_MARK LOGO: NGS   
 SC1022_PROJECTION: PROJECTING 5 CENTIMETERS
 SC1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1022+STABILITY: SURFACE MOTION
 SC1022
 SC1022  HISTORY     - Date     Condition        Report By
 SC1022  HISTORY     - 1984     MONUMENTED       NGS
 SC1022  HISTORY     - 1987     GOOD             NGS
 SC1022
 SC1022                          STATION DESCRIPTION
 SC1022
 SC1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1022'21.6 KM (13.40 MI) NE FROM SEAVIEW.
 SC1022'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SC1022'IN SEAVIEW, THENCE 21.6 KM (13.40 MI) NORTHEAST ALONG US HIGHWAY 101,
 SC1022'0.96 KM (0.60 MI) NORTHEAST OF THE SOUTHWEST END OF A BRIDGE OVER THE
 SC1022'NASELLE RIVER, 11.0 M (36.1 FT) SOUTH OF THE CENTERLINE OF THE
 SC1022'HIGHWAY, 6.7 M (22.0 FT) WEST OF THE CENTER OF A TRACK ROAD SOUTH,
 SC1022'4.0 M (13.1 FT) SOUTHWEST OF A 4 BY 6 INCH WOOD POST.
 SC1022'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 SC1022'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0141 ***********************************************************************
 SB0141  DESIGNATION -  B 307
 SB0141  PID         -  SB0141
 SB0141  STATE/COUNTY-  WA/KITTITAS
 SB0141  USGS QUAD   -  MC DONALD SPRING (1978)
 SB0141
 SB0141                         *CURRENT SURVEY CONTROL
 SB0141  ___________________________________________________________________
 SB0141* NAD 83(1986)-  46 45 55.     (N)    120 08 31.     (W)     SCALED    
 SB0141* NAVD 88     -       792.663  (meters)    2600.60   (feet)  ADJUSTED  
 SB0141  ___________________________________________________________________
 SB0141  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 SB0141  DYNAMIC HT  -         792.653 (meters)    2600.56  (feet)  COMP
 SB0141  MODELED GRAV-     980,573.7   (mgal)                       NAVD 88
 SB0141
 SB0141  VERT ORDER  -  SECOND    CLASS 0
 SB0141
 SB0141.The horizontal coordinates were scaled from a topographic map and have
 SB0141.an estimated accuracy of +/- 6 seconds.
 SB0141
 SB0141.The orthometric height was determined by differential leveling
 SB0141.and adjusted by the National Geodetic Survey in June 1991..
 SB0141
 SB0141.The geoid height was determined by GEOID03.
 SB0141
 SB0141.The dynamic height is computed by dividing the NAVD 88
 SB0141.geopotential number by the normal gravity value computed on the
 SB0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0141.degrees latitude (g = 980.6199 gals.).
 SB0141
 SB0141.The modeled gravity was interpolated from observed gravity values.
 SB0141
 SB0141;                    North         East    Units  Estimated Accuracy
 SB0141;SPC WA S     -   159,220.      527,350.      MT  (+/- 180 meters Scaled)
 SB0141
 SB0141                          SUPERSEDED SURVEY CONTROL
 SB0141
 SB0141  NGVD 29 (??/??/92)  791.550  (m)         2596.94   (f) ADJ UNCH    2 0
 SB0141
 SB0141.Superseded values are not recommended for survey control.
 SB0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0141.See file dsdata.txt to determine how the superseded data were derived.
 SB0141
 SB0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS182830(NAD 83)
 SB0141_MARKER: DB = BENCH MARK DISK
 SB0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0141_STAMPING: B 307 1949
 SB0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0141+STABILITY: SURFACE MOTION
 SB0141
 SB0141  HISTORY     - Date     Condition        Report By
 SB0141  HISTORY     - 1949     MONUMENTED       CGS
 SB0141
 SB0141                          STATION DESCRIPTION
 SB0141
 SB0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0141'10.5 MI W FROM LEVERING.
 SB0141'0.9 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0141'RAILROAD FROM THE SIDING SIGN AT LEVERING, THENCE 9.6 MILES WEST ALONG
 SB0141'A TRACK ROAD, 38 FEET SOUTH OF THE CENTER OF A Y JUNCTION, 29 FEET
 SB0141'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 1.7 FEET NORTHWEST OF A
 SB0141'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 SB0141'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1324 ***********************************************************************
 SA1324  DESIGNATION -  B 308
 SA1324  PID         -  SA1324
 SA1324  STATE/COUNTY-  WA/YAKIMA
 SA1324  USGS QUAD   -  SULPHUR SPRING (1978)
 SA1324
 SA1324                         *CURRENT SURVEY CONTROL
 SA1324  ___________________________________________________________________
 SA1324* NAD 83(1986)-  46 22 43.     (N)    119 58 04.     (W)     SCALED    
 SA1324* NAVD 88     -       341.228  (meters)    1119.51   (feet)  ADJUSTED  
 SA1324  ___________________________________________________________________
 SA1324  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 SA1324  DYNAMIC HT  -         341.233 (meters)    1119.53  (feet)  COMP
 SA1324  MODELED GRAV-     980,621.4   (mgal)                       NAVD 88
 SA1324
 SA1324  VERT ORDER  -  SECOND    CLASS 0
 SA1324
 SA1324.The horizontal coordinates were scaled from a topographic map and have
 SA1324.an estimated accuracy of +/- 6 seconds.
 SA1324
 SA1324.The orthometric height was determined by differential leveling
 SA1324.and adjusted by the National Geodetic Survey in June 1991..
 SA1324
 SA1324.The geoid height was determined by GEOID03.
 SA1324
 SA1324.The dynamic height is computed by dividing the NAVD 88
 SA1324.geopotential number by the normal gravity value computed on the
 SA1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1324.degrees latitude (g = 980.6199 gals.).
 SA1324
 SA1324.The modeled gravity was interpolated from observed gravity values.
 SA1324
 SA1324;                    North         East    Units  Estimated Accuracy
 SA1324;SPC WA S     -   116,320.      540,940.      MT  (+/- 180 meters Scaled)
 SA1324
 SA1324                          SUPERSEDED SURVEY CONTROL
 SA1324
 SA1324  NGVD 29 (??/??/92)  340.170  (m)         1116.04   (f) ADJ UNCH    2 0
 SA1324
 SA1324.Superseded values are not recommended for survey control.
 SA1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1324.See file dsdata.txt to determine how the superseded data were derived.
 SA1324
 SA1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM717403(NAD 83)
 SA1324_MARKER: DB = BENCH MARK DISK
 SA1324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1324_SP_SET: CULVERT
 SA1324_STAMPING: B 308 1949
 SA1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1324
 SA1324  HISTORY     - Date     Condition        Report By
 SA1324  HISTORY     - 1949     MONUMENTED       CGS
 SA1324  HISTORY     - 1974     GOOD             USGS
 SA1324
 SA1324                          STATION DESCRIPTION
 SA1324
 SA1324'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA1324'5.2 MI NE FROM SUNNYSIDE.
 SA1324'5.2 MI. NE ALONG HANFORD RD. FROM N. P RR STA. AT SUNNYSIDE. SUNNYSIDE
 SA1324'P.O., EAST 1.6 MILES ALONG EDISON AVE. TO INTERCETION, TURN LEFT,
 SA1324'NORTH ALONG STATE HYW 241, 3.9 MILES TO ROZA CANAL, 26 FT SOUTH OF
 SA1324'CANAL, 15 FT WEST OF HYW.  A STANDARD DISK SET IN TOP OF THE SW WING
 SA1324'WALL FLUSH WITH HWY. STAMPED B 308 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1737 ***********************************************************************
 SA1737  DESIGNATION -  B 309
 SA1737  PID         -  SA1737
 SA1737  STATE/COUNTY-  WA/BENTON
 SA1737  USGS QUAD   -  EMERSON NIPPLE (1975)
 SA1737
 SA1737                         *CURRENT SURVEY CONTROL
 SA1737  ___________________________________________________________________
 SA1737* NAD 83(1986)-  46 34 52.     (N)    119 50 21.     (W)     SCALED    
 SA1737* NAVD 88     -       399.897  (meters)    1312.00   (feet)  ADJUSTED  
 SA1737  ___________________________________________________________________
 SA1737  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SA1737  DYNAMIC HT  -         399.911 (meters)    1312.04  (feet)  COMP
 SA1737  MODELED GRAV-     980,637.5   (mgal)                       NAVD 88
 SA1737
 SA1737  VERT ORDER  -  SECOND    CLASS 0
 SA1737
 SA1737.The horizontal coordinates were scaled from a topographic map and have
 SA1737.an estimated accuracy of +/- 6 seconds.
 SA1737
 SA1737.The orthometric height was determined by differential leveling
 SA1737.and adjusted by the National Geodetic Survey in June 1991..
 SA1737
 SA1737.The geoid height was determined by GEOID03.
 SA1737
 SA1737.The dynamic height is computed by dividing the NAVD 88
 SA1737.geopotential number by the normal gravity value computed on the
 SA1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1737.degrees latitude (g = 980.6199 gals.).
 SA1737
 SA1737.The modeled gravity was interpolated from observed gravity values.
 SA1737
 SA1737;                    North         East    Units  Estimated Accuracy
 SA1737;SPC WA S     -   138,900.      550,650.      MT  (+/- 180 meters Scaled)
 SA1737
 SA1737                          SUPERSEDED SURVEY CONTROL
 SA1737
 SA1737  NGVD 29 (??/??/92)  398.824  (m)         1308.48   (f) ADJ UNCH    2 0
 SA1737
 SA1737.Superseded values are not recommended for survey control.
 SA1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1737.See file dsdata.txt to determine how the superseded data were derived.
 SA1737
 SA1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM824625(NAD 83)
 SA1737_MARKER: DB = BENCH MARK DISK
 SA1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1737_STAMPING: B 309 1949
 SA1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1737+STABILITY: SURFACE MOTION
 SA1737
 SA1737  HISTORY     - Date     Condition        Report By
 SA1737  HISTORY     - 1949     MONUMENTED       CGS
 SA1737  HISTORY     - 1965     GOOD             USGS
 SA1737
 SA1737                          STATION DESCRIPTION
 SA1737
 SA1737'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SA1737'R10.9 MI E FROM PHILLIPS AND HAGERTY RANCH HDQT.
 SA1737'10.9 MILES EAST ALONG THE COLD CREEK ROAD FROM PHILLIPS AND HAGERTY
 SA1737'RANCH HEADQUARTERS, 5.5 MILES WEST ALONG OLD HIGHWAY AND COLD CREEK
 SA1737'ROAD FROM CHECK STATION AT ENTRANCE TO HANFORD, ABC, BENTON COUNTY, 88
 SA1737'FEET SOUTHWEST OF CENTERLINE OF ROAD, 29 FEET WEST OF CENTERLINE OF
 SA1737'OLD ROAD, ABOUT 3 FEET HIGHER THAN OLD ROAD, 1.5 FEET SOUTH OF
 SA1737'WITNESS, AND SET IN TOP OF CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 SA1737'GROUND.  A STANDARD C AND GS TABLET STAMPED B 309 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0144 ***********************************************************************
 TP0144  DESIGNATION -  B 31
 TP0144  PID         -  TP0144
 TP0144  STATE/COUNTY-  WA/FERRY
 TP0144  USGS QUAD   -  NINEMILE FLAT (1994)
 TP0144
 TP0144                         *CURRENT SURVEY CONTROL
 TP0144  ___________________________________________________________________
 TP0144* NAD 83(1986)-  48 03 55.     (N)    118 26 41.     (W)     SCALED    
 TP0144* NAVD 88     -       558.800  (meters)    1833.33   (feet)  ADJUSTED  
 TP0144  ___________________________________________________________________
 TP0144  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 TP0144  DYNAMIC HT  -         558.851 (meters)    1833.50  (feet)  COMP
 TP0144  MODELED GRAV-     980,684.4   (mgal)                       NAVD 88
 TP0144
 TP0144  VERT ORDER  -  FIRST     CLASS II
 TP0144
 TP0144.The horizontal coordinates were scaled from a topographic map and have
 TP0144.an estimated accuracy of +/- 6 seconds.
 TP0144
 TP0144.The orthometric height was determined by differential leveling
 TP0144.and adjusted by the National Geodetic Survey in June 1991..
 TP0144
 TP0144.The geoid height was determined by GEOID03.
 TP0144
 TP0144.The dynamic height is computed by dividing the NAVD 88
 TP0144.geopotential number by the normal gravity value computed on the
 TP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0144.degrees latitude (g = 980.6199 gals.).
 TP0144
 TP0144.The modeled gravity was interpolated from observed gravity values.
 TP0144
 TP0144;                    North         East    Units  Estimated Accuracy
 TP0144;SPC WA N     -   121,200.      677,990.      MT  (+/- 180 meters Scaled)
 TP0144
 TP0144                          SUPERSEDED SURVEY CONTROL
 TP0144
 TP0144  NGVD 29 (??/??/92)  557.555  (m)         1829.24   (f) ADJ UNCH    1 2
 TP0144
 TP0144.Superseded values are not recommended for survey control.
 TP0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0144.See file dsdata.txt to determine how the superseded data were derived.
 TP0144
 TP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP923245(NAD 83)
 TP0144_MARKER: DB = BENCH MARK DISK
 TP0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0144+STABILITY: SURFACE MOTION
 TP0144
 TP0144  HISTORY     - Date     Condition        Report By
 TP0144  HISTORY     - UNK      MONUMENTED       CGS
 TP0144  HISTORY     - 1933     GOOD             NGS
 TP0144
 TP0144                          STATION DESCRIPTION
 TP0144
 TP0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TP0144'12 MI W FROM GEROME.
 TP0144'27 FT. NORTH OF CENTERLINE OF ROAD.  250 FT. EAST OF WOODEN BRIDGE
 TP0144'OVER A SMALL CREEK, ABOUT 0.8 MILE NW OF 200 FT. ROUND WOODED HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0145 ***********************************************************************
 TP0145  DESIGNATION -  B 31 1
 TP0145  PID         -  TP0145
 TP0145  STATE/COUNTY-  WA/FERRY
 TP0145  USGS QUAD   -  NINEMILE FLAT (1994)
 TP0145
 TP0145                         *CURRENT SURVEY CONTROL
 TP0145  ___________________________________________________________________
 TP0145* NAD 83(1986)-  48 03 29.     (N)    118 25 51.     (W)     SCALED    
 TP0145* NAVD 88     -       574.23   (+/-2cm)    1884.0    (feet)  VERTCON   
 TP0145  ___________________________________________________________________
 TP0145  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TP0145
 TP0145  VERT ORDER  -  ? (See Below)
 TP0145
 TP0145.The horizontal coordinates were scaled from a topographic map and have
 TP0145.an estimated accuracy of +/- 6 seconds.
 TP0145
 TP0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0145.The vertical order pertains to the NGVD 29 superseded value.
 TP0145
 TP0145.The geoid height was determined by GEOID03.
 TP0145
 TP0145;                    North         East    Units  Estimated Accuracy
 TP0145;SPC WA N     -   120,430.      679,050.      MT  (+/- 180 meters Scaled)
 TP0145
 TP0145                          SUPERSEDED SURVEY CONTROL
 TP0145
 TP0145  NGVD 29 (??/??/92)  572.983  (m)         1879.86   (f) ADJ UNCH    ?  
 TP0145
 TP0145.Superseded values are not recommended for survey control.
 TP0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0145.See file dsdata.txt to determine how the superseded data were derived.
 TP0145
 TP0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP933237(NAD 83)
 TP0145_MARKER: DD = SURVEY DISK
 TP0145_SETTING: 0 = UNSPECIFIED SETTING
 TP0145_STAMPING: B-31-1
 TP0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0145
 TP0145  HISTORY     - Date     Condition        Report By
 TP0145  HISTORY     - UNK      MONUMENTED       BOR
 TP0145  HISTORY     - 1933     GOOD             NGS
 TP0145
 TP0145                          STATION DESCRIPTION
 TP0145
 TP0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TP0145'20.2 MI E FROM ALDERICH.
 TP0145'KELLER STORE (ALDERICH), FERRY COUNTY, 20.2 MILES EAST OF.  ON
 TP0145'KELLER-GEROME ROAD, 1.6 MILES WEST OF WYE WHERE TWO ROAD SIGNS READ -
 TP0145'LINCOLN FERRY, AND BROOKS ROAD.  ABOUT 23 FEET NORTH OF CENTER-LINE OF
 TP0145'ROAD AND 2 FEET ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0283 ***********************************************************************
 SX0283  DESIGNATION -  B 310
 SX0283  PID         -  SX0283
 SX0283  STATE/COUNTY-  WA/CHELAN
 SX0283  USGS QUAD   -  MISSION PEAK (1987)
 SX0283
 SX0283                         *CURRENT SURVEY CONTROL
 SX0283  ___________________________________________________________________
 SX0283* NAD 83(1986)-  47 17 50.     (N)    120 26 35.     (W)     SCALED    
 SX0283* NAVD 88     -      1789.778  (meters)    5871.96   (feet)  ADJUSTED  
 SX0283  ___________________________________________________________________
 SX0283  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 SX0283  DYNAMIC HT  -        1789.475 (meters)    5870.97  (feet)  COMP
 SX0283  MODELED GRAV-     980,378.0   (mgal)                       NAVD 88
 SX0283
 SX0283  VERT ORDER  -  SECOND    CLASS 0
 SX0283
 SX0283.The horizontal coordinates were scaled from a topographic map and have
 SX0283.an estimated accuracy of +/- 6 seconds.
 SX0283
 SX0283.The orthometric height was determined by differential leveling
 SX0283.and adjusted by the National Geodetic Survey in June 1991..
 SX0283
 SX0283.The geoid height was determined by GEOID03.
 SX0283
 SX0283.The dynamic height is computed by dividing the NAVD 88
 SX0283.geopotential number by the normal gravity value computed on the
 SX0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0283.degrees latitude (g = 980.6199 gals.).
 SX0283
 SX0283.The modeled gravity was interpolated from observed gravity values.
 SX0283
 SX0283;                    North         East    Units  Estimated Accuracy
 SX0283;SPC WA N     -    33,120.      529,520.      MT  (+/- 180 meters Scaled)
 SX0283
 SX0283                          SUPERSEDED SURVEY CONTROL
 SX0283
 SX0283  NGVD 29 (??/??/92) 1788.477  (m)         5867.69   (f) ADJ UNCH    2 0
 SX0283
 SX0283.Superseded values are not recommended for survey control.
 SX0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0283.See file dsdata.txt to determine how the superseded data were derived.
 SX0283
 SX0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT933413(NAD 83)
 SX0283_MARKER: DB = BENCH MARK DISK
 SX0283_SETTING: 80 = SET IN A BOULDER
 SX0283_STAMPING: B 310 1949
 SX0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0283+STABILITY: SURFACE MOTION
 SX0283
 SX0283  HISTORY     - Date     Condition        Report By
 SX0283  HISTORY     - 1949     MONUMENTED       CGS
 SX0283  HISTORY     - 1990     GOOD             USPSQD
 SX0283
 SX0283                          STATION DESCRIPTION
 SX0283
 SX0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0283'16.0 MI SW FROM SOUTH WENATCHEE.
 SX0283'0.5 MILE WEST ALONG TERMINAL AVENUE FROM SOUTH WENATCHEE SCHOOL AT
 SX0283'SOUTH WENATCHEE, THENCE 6.9 MILES SOUTHWEST ALONG SQUILLCHUCK ROAD,
 SX0283'THENCE 8.6 MILES SOUTHWEST ALONG THE MISSION PEAK ROAD, 0.3 MILE
 SX0283'NORTHEAST OF THE SUMMIT OF A GRADE, 58 FEET NORTHWEST OF THE CENTER OF
 SX0283'THE JUNCTION OF THE MISSION PEAK LOOKOUT ROAD, 3.4 FEET NORTHEAST OF
 SX0283'THE SOUTHWEST SIDE OF A BOULDER, IN THE TOP OF A LARGE OUTCROPPING
 SX0283'BOULDER, ABOUT LEVEL WITH THE ROAD, AND 3 FEET ABOVE THE GROUND.
 SX0283
 SX0283                          STATION RECOVERY (1990)
 SX0283
 SX0283'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SX0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0563 ***********************************************************************
 SX0563  DESIGNATION -  B 311
 SX0563  PID         -  SX0563
 SX0563  STATE/COUNTY-  WA/KITTITAS
 SX0563  USGS QUAD   -  LIBERTY (1989)
 SX0563
 SX0563                         *CURRENT SURVEY CONTROL
 SX0563  ___________________________________________________________________
 SX0563* NAD 83(1986)-  47 17 09.     (N)    120 40 11.     (W)     SCALED    
 SX0563* NAVD 88     -       958.319  (meters)    3144.08   (feet)  ADJUSTED  
 SX0563  ___________________________________________________________________
 SX0563  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 SX0563  DYNAMIC HT  -         958.298 (meters)    3144.02  (feet)  COMP
 SX0563  MODELED GRAV-     980,556.9   (mgal)                       NAVD 88
 SX0563
 SX0563  VERT ORDER  -  SECOND    CLASS 0
 SX0563
 SX0563.The horizontal coordinates were scaled from a topographic map and have
 SX0563.an estimated accuracy of +/- 6 seconds.
 SX0563
 SX0563.The orthometric height was determined by differential leveling
 SX0563.and adjusted by the National Geodetic Survey in June 1991..
 SX0563
 SX0563.The geoid height was determined by GEOID03.
 SX0563
 SX0563.The dynamic height is computed by dividing the NAVD 88
 SX0563.geopotential number by the normal gravity value computed on the
 SX0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0563.degrees latitude (g = 980.6199 gals.).
 SX0563
 SX0563.The modeled gravity was interpolated from observed gravity values.
 SX0563
 SX0563;                    North         East    Units  Estimated Accuracy
 SX0563;SPC WA S     -   217,040.      487,160.      MT  (+/- 180 meters Scaled)
 SX0563
 SX0563                          SUPERSEDED SURVEY CONTROL
 SX0563
 SX0563  NGVD 29 (??/??/92)  957.144  (m)         3140.23   (f) ADJ UNCH    2 0
 SX0563
 SX0563.Superseded values are not recommended for survey control.
 SX0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0563.See file dsdata.txt to determine how the superseded data were derived.
 SX0563
 SX0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT762395(NAD 83)
 SX0563_MARKER: DB = BENCH MARK DISK
 SX0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0563_STAMPING: B 311 1949
 SX0563_MARK LOGO: CGS   
 SX0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0563+STABILITY: SURFACE MOTION
 SX0563
 SX0563  HISTORY     - Date     Condition        Report By
 SX0563  HISTORY     - 1949     MONUMENTED       CGS
 SX0563  HISTORY     - 1982     GOOD             NGS
 SX0563
 SX0563                          STATION DESCRIPTION
 SX0563
 SX0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0563'2.7 MI N FROM LIBERTY.
 SX0563'0.1 MILE SOUTHWEST ALONG WILLIAMS CREEK ROAD FROM THE POST OFFICE AT
 SX0563'LIBERTY, THENCE 2.6 MILES NORTH ALONG THE BEEHIVE ROAD, AT THE SOUTH
 SX0563'END OF A CUT, AT THE NORTH SIDE OF A SMALL CLEARING, ABOUT 150 FEET
 SX0563'NORTH OF THE TOP OF A SMALL RISE, 27 FEET WEST OF THE CENTER LINE OF
 SX0563'THE ROAD, 12 FEET SOUTH OF A 14-INCH PINE TREE WITH A TRIANGULAR
 SX0563'BLAZE, 1.7 FEET EAST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE
 SX0563'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 SX0563'THE GROUND.
 SX0563
 SX0563                          STATION RECOVERY (1982)
 SX0563
 SX0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0525 ***********************************************************************
 SX0525  DESIGNATION -  B 312
 SX0525  PID         -  SX0525
 SX0525  STATE/COUNTY-  WA/KITTITAS
 SX0525  USGS QUAD   -  REECER CANYON (1985)
 SX0525
 SX0525                         *CURRENT SURVEY CONTROL
 SX0525  ___________________________________________________________________
 SX0525* NAD 83(1986)-  47 08 15.     (N)    120 30 24.     (W)     SCALED    
 SX0525* NAVD 88     -       987.312  (meters)    3239.21   (feet)  ADJUSTED  
 SX0525  ___________________________________________________________________
 SX0525  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 SX0525  DYNAMIC HT  -         987.257 (meters)    3239.03  (feet)  COMP
 SX0525  MODELED GRAV-     980,523.2   (mgal)                       NAVD 88
 SX0525
 SX0525  VERT ORDER  -  SECOND    CLASS 0
 SX0525
 SX0525.The horizontal coordinates were scaled from a topographic map and have
 SX0525.an estimated accuracy of +/- 6 seconds.
 SX0525
 SX0525.The orthometric height was determined by differential leveling
 SX0525.and adjusted by the National Geodetic Survey in June 1991..
 SX0525
 SX0525.The geoid height was determined by GEOID03.
 SX0525
 SX0525.The dynamic height is computed by dividing the NAVD 88
 SX0525.geopotential number by the normal gravity value computed on the
 SX0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0525.degrees latitude (g = 980.6199 gals.).
 SX0525
 SX0525.The modeled gravity was interpolated from observed gravity values.
 SX0525
 SX0525;                    North         East    Units  Estimated Accuracy
 SX0525;SPC WA S     -   200,540.      499,490.      MT  (+/- 180 meters Scaled)
 SX0525
 SX0525                          SUPERSEDED SURVEY CONTROL
 SX0525
 SX0525  NGVD 29 (??/??/92)  986.131  (m)         3235.33   (f) ADJ UNCH    2 0
 SX0525
 SX0525.Superseded values are not recommended for survey control.
 SX0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0525.See file dsdata.txt to determine how the superseded data were derived.
 SX0525
 SX0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT890234(NAD 83)
 SX0525_MARKER: DB = BENCH MARK DISK
 SX0525_SETTING: 66 = SET IN ROCK OUTCROP
 SX0525_SP_SET: ROCK OUTCROP
 SX0525_STAMPING: B 312
 SX0525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0525+STABILITY: POSITION/ELEVATION WELL
 SX0525
 SX0525  HISTORY     - Date     Condition        Report By
 SX0525  HISTORY     - UNK      MONUMENTED       CGS
 SX0525  HISTORY     - 1949     GOOD             NGS
 SX0525
 SX0525                          STATION DESCRIPTION
 SX0525
 SX0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0525'12.2 MI N FROM ELLENSBURG.
 SX0525'3.6 MILES NORTHEAST ALONG THE COLOCKUM PASS ROAD FROM THE POST OFFICE
 SX0525'AT ELLENSBURG, THENCE 8.6 MILES NORTH ALONG WILSON CREEK ROAD, AT THE
 SX0525'WEST END OF A CURVE, AT THE WEST END OF A SCATTERED ROCK OUTCROP, IN
 SX0525'THE NORTH SIDE AND ABOUT 3 FOOT BELOW THE TOP OF A ROCK OUTCROP, 109
 SX0525'FEET EAST OF THE EAST EDGE OF A WOODED AREA, ON THE SOUTH BANK OF
 SX0525'WILSON CREEK, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 18 FEET
 SX0525'SOUTH OF THE FENCE, AND ABOUT 7 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0762 ***********************************************************************
 SA0762  DESIGNATION -  B 313
 SA0762  PID         -  SA0762
 SA0762  STATE/COUNTY-  WA/GRANT
 SA0762  USGS QUAD   -  LOCKE ISLAND (1986)
 SA0762
 SA0762                         *CURRENT SURVEY CONTROL
 SA0762  ___________________________________________________________________
 SA0762* NAD 83(1986)-  46 43 23.     (N)    119 27 15.     (W)     SCALED    
 SA0762* NAVD 88     -       207.69   (+/-2cm)     681.4    (feet)  VERTCON   
 SA0762  ___________________________________________________________________
 SA0762  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SA0762
 SA0762  VERT ORDER  -  ? (See Below)
 SA0762
 SA0762.The horizontal coordinates were scaled from a topographic map and have
 SA0762.an estimated accuracy of +/- 6 seconds.
 SA0762
 SA0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0762.The vertical order pertains to the NGVD 29 superseded value.
 SA0762
 SA0762.The geoid height was determined by GEOID03.
 SA0762
 SA0762;                    North         East    Units  Estimated Accuracy
 SA0762;SPC WA S     -   155,000.      579,940.      MT  (+/- 180 meters Scaled)
 SA0762
 SA0762                          SUPERSEDED SURVEY CONTROL
 SA0762
 SA0762  NGVD 29 (??/??/92)  206.621  (m)          677.89   (f) ADJ UNCH    ?  
 SA0762
 SA0762.Superseded values are not recommended for survey control.
 SA0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0762.See file dsdata.txt to determine how the superseded data were derived.
 SA0762
 SA0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM124773(NAD 83)
 SA0762_MARKER: DD = SURVEY DISK
 SA0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0762_STAMPING: B31 1937
 SA0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0762+STABILITY: SURFACE MOTION
 SA0762
 SA0762  HISTORY     - Date     Condition        Report By
 SA0762  HISTORY     - 1937     MONUMENTED       BOR
 SA0762  HISTORY     - 1967     GOOD             NGS
 SA0762
 SA0762                          STATION DESCRIPTION
 SA0762
 SA0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA0762'6.1 MI NE FROM WAHLUKE.
 SA0762'THE MARK IS 32 YARDS NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF
 SA0762'SECTION 4, T14N, R27E AND 15 YARDS EAST OF A SHARP CURVE IN THE OLD
 SA0762'ROAD.  THE MARK IS A U. S. BUREAU OF RECLAMATION DISK SET IN A SQUARE
 SA0762'CONCRETE POST WHICH PROJECTS 8 INCHES.  A METAL WITNESS POST WAS SET 1
 SA0762'FOOT SOUTH OF THE MARK.  NOTE-- THIS ABANDONED ROAD LOOKS MORE LIKE A
 SA0762'SHALLOW DITCH THAN A ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0519 ***********************************************************************
 SX0519  DESIGNATION -  B 313
 SX0519  PID         -  SX0519
 SX0519  STATE/COUNTY-  WA/KITTITAS
 SX0519  USGS QUAD   -  REECER CANYON (1985)
 SX0519
 SX0519                         *CURRENT SURVEY CONTROL
 SX0519  ___________________________________________________________________
 SX0519* NAD 83(1986)-  47 07 53.     (N)    120 33 35.     (W)     SCALED    
 SX0519* NAVD 88     -       743.247  (meters)    2438.47   (feet)  ADJUSTED  
 SX0519  ___________________________________________________________________
 SX0519  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 SX0519  DYNAMIC HT  -         743.230 (meters)    2438.41  (feet)  COMP
 SX0519  MODELED GRAV-     980,565.9   (mgal)                       NAVD 88
 SX0519
 SX0519  VERT ORDER  -  SECOND    CLASS 0
 SX0519
 SX0519.The horizontal coordinates were scaled from a topographic map and have
 SX0519.an estimated accuracy of +/- 6 seconds.
 SX0519
 SX0519.The orthometric height was determined by differential leveling
 SX0519.and adjusted by the National Geodetic Survey in June 1991..
 SX0519
 SX0519.The geoid height was determined by GEOID03.
 SX0519
 SX0519.The dynamic height is computed by dividing the NAVD 88
 SX0519.geopotential number by the normal gravity value computed on the
 SX0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0519.degrees latitude (g = 980.6199 gals.).
 SX0519
 SX0519.The modeled gravity was interpolated from observed gravity values.
 SX0519
 SX0519;                    North         East    Units  Estimated Accuracy
 SX0519;SPC WA S     -   199,860.      495,470.      MT  (+/- 180 meters Scaled)
 SX0519
 SX0519                          SUPERSEDED SURVEY CONTROL
 SX0519
 SX0519  NGVD 29 (??/??/92)  742.088  (m)         2434.67   (f) ADJ UNCH    2 0
 SX0519
 SX0519.Superseded values are not recommended for survey control.
 SX0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0519.See file dsdata.txt to determine how the superseded data were derived.
 SX0519
 SX0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT850226(NAD 83)
 SX0519_MARKER: DB = BENCH MARK DISK
 SX0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0519_STAMPING: B 313 1949
 SX0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0519+STABILITY: SURFACE MOTION
 SX0519
 SX0519  HISTORY     - Date     Condition        Report By
 SX0519  HISTORY     - 1949     MONUMENTED       CGS
 SX0519
 SX0519                          STATION DESCRIPTION
 SX0519
 SX0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0519'10.3 MI N FROM ELLENSBURG.
 SX0519'1.3 MILES WEST ALONG DRY CREEK ROAD FROM THE CHICAGO, MILWAUKEE, ST
 SX0519'PAUL AND PACIFIC RAILROAD STATION, THENCE 4.7 MILES NORTH ALONG REESER
 SX0519'CREEK ROAD, THENCE 3.2 MILES NORTH ALONG A COUNTY ROAD, THENCE 1.1
 SX0519'MILES NORTH ALONG A TRACK ROAD, ABOUT 50 YARDS WEST OF A SMALL CREEK,
 SX0519'101.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN ABANDONED
 SX0519'RANCHHOUSE, 69 1/2 FEET NORTHWEST OF POWER LINE POLE RI-R 33/8, 46 1/2
 SX0519'FEET SOUTH OF AN 18-INCH WALNUT TREE, 40 FEET WEST OF THE CENTER LINE
 SX0519'OF THE ROAD, 1.9 FEET EAST OF THE FENCE, 1.6 FEET NORTH OF A WITNESS
 SX0519'POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SX0519'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0792 ***********************************************************************
 SW0792  DESIGNATION -  B 314
 SW0792  PID         -  SW0792
 SW0792  STATE/COUNTY-  WA/GRANT
 SW0792  USGS QUAD   -  EVERGREEN RIDGE (1966)
 SW0792
 SW0792                         *CURRENT SURVEY CONTROL
 SW0792  ___________________________________________________________________
 SW0792* NAD 83(1986)-  47 05 58.     (N)    119 58 58.     (W)     SCALED    
 SW0792* NAVD 88     -       400.236  (meters)    1313.11   (feet)  ADJUSTED  
 SW0792  ___________________________________________________________________
 SW0792  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 SW0792  DYNAMIC HT  -         400.268 (meters)    1313.21  (feet)  COMP
 SW0792  MODELED GRAV-     980,680.5   (mgal)                       NAVD 88
 SW0792
 SW0792  VERT ORDER  -  SECOND    CLASS 0
 SW0792
 SW0792.The horizontal coordinates were scaled from a topographic map and have
 SW0792.an estimated accuracy of +/- 6 seconds.
 SW0792
 SW0792.The orthometric height was determined by differential leveling
 SW0792.and adjusted by the National Geodetic Survey in June 1991..
 SW0792
 SW0792.The geoid height was determined by GEOID03.
 SW0792
 SW0792.The dynamic height is computed by dividing the NAVD 88
 SW0792.geopotential number by the normal gravity value computed on the
 SW0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0792.degrees latitude (g = 980.6199 gals.).
 SW0792
 SW0792.The modeled gravity was interpolated from observed gravity values.
 SW0792
 SW0792;                    North         East    Units  Estimated Accuracy
 SW0792;SPC WA S     -   196,440.      539,260.      MT  (+/- 180 meters Scaled)
 SW0792
 SW0792                          SUPERSEDED SURVEY CONTROL
 SW0792
 SW0792  NGVD 29 (??/??/92)  399.109  (m)         1309.41   (f) ADJ UNCH    2 0
 SW0792
 SW0792.Superseded values are not recommended for survey control.
 SW0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0792.See file dsdata.txt to determine how the superseded data were derived.
 SW0792
 SW0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN736205(NAD 83)
 SW0792_MARKER: DB = BENCH MARK DISK
 SW0792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SW0792_SP_SET: FOUNDATION
 SW0792_STAMPING: B 314 1949
 SW0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0792
 SW0792  HISTORY     - Date     Condition        Report By
 SW0792  HISTORY     - 1949     MONUMENTED       CGS
 SW0792  HISTORY     - 1967     GOOD             NGS
 SW0792
 SW0792                          STATION DESCRIPTION
 SW0792
 SW0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0792'8.2 MI NW FROM GEORGE.
 SW0792'REACHED FROM INTERSECTION OF BASE LINE ROAD AND COUNTY ROAD R-W BY
 SW0792'GOING WEST ON BASE LINE ROAD FOR 5.2 MILES THEN NORTH 0.9 MILE ON
 SW0792'COUNTY ROAD W-WEST TO THE GATE AND THE CATTLE GUARD ON THE LEFT IN A
 SW0792'VALLEY AND THE MARK IN THE SOUTHWEST CORNER OF A 9-FOOT SQUARE
 SW0792'CONCRETE FOUNDATION FOR A 7-FOOT DIAMETER 14-FOOT-HIGH GALVANIZED
 SW0792'METAL WATER TANK.  NOTE-- THE MARK IS ABOUT 40 YARDS WEST OF THE ROAD,
 SW0792'25 YARDS SOUTH OF A TRACK ROAD AND ABOUT 35 FEET ABOVE THE VALLEY
 SW0792'FLOOR.  A STANDARD DISK SET IN A CONCRETE FOUNDATION ABOUT 6 INCHES
 SW0792'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0382 ***********************************************************************
 SX0382  DESIGNATION -  B 315
 SX0382  PID         -  SX0382
 SX0382  STATE/COUNTY-  WA/KITTITAS
 SX0382  USGS QUAD   -  LIBERTY (1989)
 SX0382
 SX0382                         *CURRENT SURVEY CONTROL
 SX0382  ___________________________________________________________________
 SX0382* NAD 83(1986)-  47 15 48.     (N)    120 41 51.     (W)     SCALED    
 SX0382* NAVD 88     -       776.810  (meters)    2548.58   (feet)  ADJUSTED  
 SX0382  ___________________________________________________________________
 SX0382  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 SX0382  DYNAMIC HT  -         776.816 (meters)    2548.60  (feet)  COMP
 SX0382  MODELED GRAV-     980,595.3   (mgal)                       NAVD 88
 SX0382
 SX0382  VERT ORDER  -  FIRST     CLASS II
 SX0382
 SX0382.The horizontal coordinates were scaled from a topographic map and have
 SX0382.an estimated accuracy of +/- 6 seconds.
 SX0382
 SX0382.The orthometric height was determined by differential leveling
 SX0382.and adjusted by the National Geodetic Survey in June 1991..
 SX0382
 SX0382.The geoid height was determined by GEOID03.
 SX0382
 SX0382.The dynamic height is computed by dividing the NAVD 88
 SX0382.geopotential number by the normal gravity value computed on the
 SX0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0382.degrees latitude (g = 980.6199 gals.).
 SX0382
 SX0382.The modeled gravity was interpolated from observed gravity values.
 SX0382
 SX0382;                    North         East    Units  Estimated Accuracy
 SX0382;SPC WA S     -   214,550.      485,050.      MT  (+/- 180 meters Scaled)
 SX0382
 SX0382                          SUPERSEDED SURVEY CONTROL
 SX0382
 SX0382  NGVD 29 (??/??/92)  775.666  (m)         2544.83   (f) ADJ UNCH    1 2
 SX0382
 SX0382.Superseded values are not recommended for survey control.
 SX0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0382.See file dsdata.txt to determine how the superseded data were derived.
 SX0382
 SX0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT741369(NAD 83)
 SX0382_MARKER: DB = BENCH MARK DISK
 SX0382_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SX0382_SP_SET: BRIDGE WINGWALL
 SX0382_STAMPING: B 315 1949
 SX0382_MARK LOGO: CGS   
 SX0382_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX0382+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 SX0382
 SX0382  HISTORY     - Date     Condition        Report By
 SX0382  HISTORY     - 1949     MONUMENTED       CGS
 SX0382  HISTORY     - 1982     GOOD             NGS
 SX0382  HISTORY     - 1988     GOOD             USPSQD
 SX0382  HISTORY     - 19940613 GOOD             WADT
 SX0382
 SX0382                          STATION DESCRIPTION
 SX0382
 SX0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0382'9.1 MI S FROM BLEWETT PASS.
 SX0382'9.1 MILES SOUTH ALONG U.S. HIGHWAY 97 FROM BLEWETT PASS, IN THE TOP OF
 SX0382'THE NORTHEAST ABUTMENT OF THE HIGHWAY BRIDGE 2-504 OVER SWAUK CREEK,
 SX0382'17.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 SX0382'THE HIGHWAY.
 SX0382
 SX0382                          STATION RECOVERY (1982)
 SX0382
 SX0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0382'18.8 KM (11.7 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0382'CLE ELUM, THENCE 7.6 KM (4.7 MI) NORTHEAST ALONG US HIGHWAY 97, IN TOP
 SX0382'OF THE EAST END OF THE NORTH ABUTMENT OF BRIDGE 2-504 OVER SWAUK
 SX0382'CREEK, 0.5 KM (0.3 MI) NORTH OF MILEPOST 154, 5.5 METERS (18.0 FT)
 SX0382'EAST OF THE HIGHWAY CENTERLINE, 2.7 METERS (9 FT) WEST OF THE EAST END
 SX0382'OF THE ABUTMENT, 0.3 METER (1 FT) EAST OF THE NORTH END OF THE EAST
 SX0382'GUARD RAIL, 22 METERS (72 FT) SOUTH OF POWER POLE BB 95.
 SX0382'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SX0382
 SX0382                          STATION RECOVERY (1988)
 SX0382
 SX0382'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0382'RECOVERED IN GOOD CONDITION.
 SX0382
 SX0382                          STATION RECOVERY (1994)
 SX0382
 SX0382'RECOVERY NOTE BY WA DEPT OF TRANSP 1994 (KW)
 SX0382'RECOVERED IN GOOD CONDITION.  MARK WILL BE DESTROYED BY FUTURE
 SX0382'CONSTRUCTION, SET BM B 315 RESET IN NEARBY LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1199 ***********************************************************************
 TR1199  DESIGNATION -  B 315 PLUS 00 USE 1939
 TR1199  PID         -  TR1199
 TR1199  STATE/COUNTY-  WA/SKAGIT
 TR1199  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1199
 TR1199                         *CURRENT SURVEY CONTROL
 TR1199  ___________________________________________________________________
 TR1199* NAD 83(1991)-  48 22 39.53885(N)    122 30 25.23846(W)     ADJUSTED  
 TR1199* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1199  ___________________________________________________________________
 TR1199  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 TR1199  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 TR1199
 TR1199  HORZ ORDER  -  THIRD
 TR1199
 TR1199.The horizontal coordinates were established by classical geodetic methods
 TR1199.and adjusted by the National Geodetic Survey in December 1991..
 TR1199.No horizontal observational check was made to the station.
 TR1199
 TR1199.The orthometric height was scaled from a topographic map.
 TR1199
 TR1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1199
 TR1199.The geoid height was determined by GEOID03.
 TR1199
 TR1199;                    North         East     Units Scale Factor Converg.
 TR1199;SPC WA N     -   154,520.146   376,031.171   MT  0.99995251   -1 14 45.9
 TR1199;SPC WA N     -   506,954.85  1,233,695.60   sFT  0.99995251   -1 14 45.9
 TR1199;UTM  10      - 5,358,393.208   536,505.538   MT  0.99961637   +0 22 06.7
 TR1199
 TR1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1199!SPC WA N     -   1.00000315  x   0.99995251  =   0.99995566
 TR1199!UTM  10      -   1.00000315  x   0.99961637  =   0.99961951
 TR1199
 TR1199                          SUPERSEDED SURVEY CONTROL
 TR1199
 TR1199  NAD 83(1986)-  48 22 39.54248(N)    122 30 25.24299(W) AD(       ) 3
 TR1199  NAD 27      -  48 22 40.17500(N)    122 30 20.64600(W) AD(       ) 3
 TR1199
 TR1199.Superseded values are not recommended for survey control.
 TR1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1199.See file dsdata.txt to determine how the superseded data were derived.
 TR1199
 TR1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3650658393(NAD 83)
 TR1199
 TR1199  HISTORY     - Date     Condition        Report By
 TR1199  HISTORY     - 1939     MONUMENTED       USE
 TR1199  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1199
 TR1199                          STATION DESCRIPTION
 TR1199
 TR1199'DESCRIBED BY US ENGINEERS 1939 (RWK)
 TR1199'STATION IS ON THE DIKE ON THE EASTERN SIDE OF SWINOMISH SLOUGH,
 TR1199'ABOUT 366 METERS NORTHWARD FROM HOLE-IN-THE-WALL LIGHT, NEAR THE
 TR1199'INNER ROW OF PILING AND APPROXIMATELY IN THE TURN OF THE DIKE, A
 TR1199'STAKE, LETTERED 315+00.
 TR1199'
 TR1199'U.S.C. AND G.S. STATION OFFSET IS DISTANT 3.654 METERS FROM THE
 TR1199'STATION.
 TR1199
 TR1199                          STATION RECOVERY (1960)
 TR1199
 TR1199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1199'THE STATION WAS NOT RECOVERED.  A DISTANCE WAS MEASURED FROM OFFSET
 TR1199'1939 BUT NO STAKE WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB3904 ***********************************************************************
 AB3904  DESIGNATION -  B 315 RESET
 AB3904  PID         -  AB3904
 AB3904  STATE/COUNTY-  WA/KITTITAS
 AB3904  USGS QUAD   -  LIBERTY (1989)
 AB3904
 AB3904                         *CURRENT SURVEY CONTROL
 AB3904  ___________________________________________________________________
 AB3904* NAD 83(1986)-  47 15 48.     (N)    120 41 51.     (W)     SCALED    
 AB3904* NAVD 88     -       777.12   (meters)    2549.6    (feet)  RESET     
 AB3904  ___________________________________________________________________
 AB3904  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 AB3904
 AB3904  VERT ORDER  -  THIRD
 AB3904
 AB3904.The horizontal coordinates were scaled from a topographic map and have
 AB3904.an estimated accuracy of +/- 6 seconds.
 AB3904
 AB3904.The orthometric height was computed from unverified reset data.
 AB3904
 AB3904.The geoid height was determined by GEOID03.
 AB3904
 AB3904;                    North         East    Units  Estimated Accuracy
 AB3904;SPC WA S     -   214,550.      485,050.      MT  (+/- 180 meters Scaled)
 AB3904
 AB3904                          SUPERSEDED SURVEY CONTROL
 AB3904
 AB3904.No superseded survey control is available for this station.
 AB3904
 AB3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT741369(NAD 83)
 AB3904_MARKER: DV = VERTICAL CONTROL DISK
 AB3904_SETTING: 66 = SET IN ROCK OUTCROP
 AB3904_STAMPING: B 315 RESET 1994
 AB3904_MARK LOGO: WADT  
 AB3904_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3904+STABILITY: POSITION/ELEVATION WELL
 AB3904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB3904+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3904
 AB3904  HISTORY     - Date     Condition        Report By
 AB3904  HISTORY     - 1994     MONUMENTED       WADT
 AB3904
 AB3904                          STATION DESCRIPTION
 AB3904
 AB3904'DESCRIBED BY WA DEPT OF TRANSP 1994 (KW)
 AB3904'MARK IS 18.8 KM (11.7 MI) (11.7 MILES) EAST ALONG STATE HIGHWAY 970
 AB3904'FROM THE POST OFFICE AT CLE ELUM, THENCE 7.6 KM (4.7 MI) (4.7 MILES)
 AB3904'NORTHEAST ALONG SR97 TO A BRIDGE OVER SWAUK CREEK NO. 097/275 SR M.P.
 AB3904'154.21, MARK IS LOCATED IN THE SOUTHEAST QUADRANT, SET IN TOP OF A 2X2
 AB3904'ROCK OUTCROP, 14.8 METERS SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE
 AB3904'ABUTMENT, 6.8 METERS EAST OF A POWER POLE, 16.2 METERS NORTHEAST OF
 AB3904'THE CENTERLINE OF THE HIGHWAY, 4.0 METERS NORTHEAST OF A CABLE VAULT,
 AB3904'2.5 METERS NORTH OF A 60 CM DIAMETER FIR TREE WITH A BLAZE, 1.0 METER
 AB3904'NORTH OF A WITNESS POST, 3.3 METERS WEST OF A WITNESS POST THE STATION
 AB3904'IS APPROXIMATELY 0.5 METER ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0217 ***********************************************************************
 SX0217  DESIGNATION -  B 316
 SX0217  PID         -  SX0217
 SX0217  STATE/COUNTY-  WA/KITTITAS
 SX0217  USGS QUAD   -  STRAY GULCH (1966)
 SX0217
 SX0217                         *CURRENT SURVEY CONTROL
 SX0217  ___________________________________________________________________
 SX0217* NAD 83(1986)-  47 08 25.     (N)    120 09 58.     (W)     SCALED    
 SX0217* NAVD 88     -       978.380  (meters)    3209.90   (feet)  ADJUSTED  
 SX0217  ___________________________________________________________________
 SX0217  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 SX0217  DYNAMIC HT  -         978.338 (meters)    3209.76  (feet)  COMP
 SX0217  MODELED GRAV-     980,536.8   (mgal)                       NAVD 88
 SX0217
 SX0217  VERT ORDER  -  SECOND    CLASS 0
 SX0217
 SX0217.The horizontal coordinates were scaled from a topographic map and have
 SX0217.an estimated accuracy of +/- 6 seconds.
 SX0217
 SX0217.The orthometric height was determined by differential leveling
 SX0217.and adjusted by the National Geodetic Survey in June 1991..
 SX0217
 SX0217.The geoid height was determined by GEOID03.
 SX0217
 SX0217.The dynamic height is computed by dividing the NAVD 88
 SX0217.geopotential number by the normal gravity value computed on the
 SX0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0217.degrees latitude (g = 980.6199 gals.).
 SX0217
 SX0217.The modeled gravity was interpolated from observed gravity values.
 SX0217
 SX0217;                    North         East    Units  Estimated Accuracy
 SX0217;SPC WA S     -   200,900.      525,330.      MT  (+/- 180 meters Scaled)
 SX0217
 SX0217                          SUPERSEDED SURVEY CONTROL
 SX0217
 SX0217  NGVD 29 (??/??/92)  977.193  (m)         3206.01   (f) ADJ UNCH    2 0
 SX0217
 SX0217.Superseded values are not recommended for survey control.
 SX0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0217.See file dsdata.txt to determine how the superseded data were derived.
 SX0217
 SX0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT148246(NAD 83)
 SX0217_MARKER: DB = BENCH MARK DISK
 SX0217_SETTING: 66 = SET IN ROCK OUTCROP
 SX0217_SP_SET: ROCK OUTCROP
 SX0217_STAMPING: B 316 1949
 SX0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0217+STABILITY: POSITION/ELEVATION WELL
 SX0217
 SX0217  HISTORY     - Date     Condition        Report By
 SX0217  HISTORY     - 1949     MONUMENTED       CGS
 SX0217
 SX0217                          STATION DESCRIPTION
 SX0217
 SX0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0217'7.2 MI W FROM SUNSET RANCH.
 SX0217'7.2 MILES WEST ALONG THE BUSHY ROAD FROM THE SUNSET RANCH, IN THE TOP
 SX0217'OF THE EAST SIDE AND 3 FEET LOWER THAN THE TOP OF AN OUTCROP, ABOUT 15
 SX0217'FEET SOUTH OF THE NORTH END, 61 FEET SOUTH OF THE CENTER LINE OF THE
 SX0217'ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1476 ***********************************************************************
 SA1476  FBN         -  This is a Federal Base Network Control Station.
 SA1476  DESIGNATION -  B 317
 SA1476  PID         -  SA1476
 SA1476  STATE/COUNTY-  WA/BENTON
 SA1476  USGS QUAD   -  RIVERLAND (1986)
 SA1476
 SA1476                         *CURRENT SURVEY CONTROL
 SA1476  ___________________________________________________________________
 SA1476* NAD 83(1998)-  46 34 39.12147(N)    119 43 38.83755(W)     ADJUSTED  
 SA1476* NAVD 88     -       243.371  (meters)     798.46   (feet)  ADJUSTED  
 SA1476  ___________________________________________________________________
 SA1476  X           -  -2,177,916.701 (meters)                     COMP
 SA1476  Y           -  -3,814,046.700 (meters)                     COMP
 SA1476  Z           -   4,609,770.221 (meters)                     COMP
 SA1476  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 SA1476  ELLIP HEIGHT-         222.04  (meters)          (03/21/00) GPS OBS
 SA1476  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA1476  DYNAMIC HT  -         243.383 (meters)     798.50  (feet)  COMP
 SA1476  MODELED GRAV-     980,654.9   (mgal)                       NAVD 88
 SA1476
 SA1476  HORZ ORDER  -  A
 SA1476  VERT ORDER  -  SECOND    CLASS 0
 SA1476  ELLP ORDER  -  THIRD     CLASS II
 SA1476
 SA1476.The horizontal coordinates were established by GPS observations
 SA1476.and adjusted by the National Geodetic Survey in March 2000..
 SA1476.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA1476.DATUM ITEM on the data sheet items page.
 SA1476
 SA1476.The orthometric height was determined by differential leveling
 SA1476.and adjusted by the National Geodetic Survey in January 1997..
 SA1476
 SA1476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA1476
 SA1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1476
 SA1476.The ellipsoidal height was determined by GPS observations
 SA1476.and is referenced to NAD 83.
 SA1476
 SA1476.The geoid height was determined by GEOID03.
 SA1476
 SA1476.The dynamic height is computed by dividing the NAVD 88
 SA1476.geopotential number by the normal gravity value computed on the
 SA1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1476.degrees latitude (g = 980.6199 gals.).
 SA1476
 SA1476.The modeled gravity was interpolated from observed gravity values.
 SA1476
 SA1476;                    North         East     Units Scale Factor Converg.
 SA1476;SPC WA S     -   138,582.564   559,212.213   MT  0.99991461   +0 33 40.2
 SA1476;SPC WA S     -   454,666.30  1,834,682.07   sFT  0.99991461   +0 33 40.2
 SA1476;UTM  11      - 5,161,832.731   291,019.170   MT  1.00013685   -1 58 54.0
 SA1476
 SA1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1476!SPC WA S     -   0.99996519  x   0.99991461  =   0.99987981
 SA1476!UTM  11      -   0.99996519  x   1.00013685  =   1.00010204
 SA1476
 SA1476                          SUPERSEDED SURVEY CONTROL
 SA1476
 SA1476  NAD 83(1991)-  46 34 39.12099(N)    119 43 38.83577(W) AD(       ) B
 SA1476  ELLIP H (05/29/91)  222.16   (m)                       GP(       ) 4 1
 SA1476  NAVD 88 (06/15/91)  243.379  (m)          798.49   (f) UNKNOWN     2 0
 SA1476  NGVD 29 (??/??/92)  242.312  (m)          794.99   (f) ADJ UNCH    2 0
 SA1476
 SA1476.Superseded values are not recommended for survey control.
 SA1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1476.See file dsdata.txt to determine how the superseded data were derived.
 SA1476
 SA1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9101961833(NAD 83)
 SA1476_MARKER: DB = BENCH MARK DISK
 SA1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1476_SP_SET: CONCRETE POST
 SA1476_STAMPING: B 317 1949
 SA1476_MARK LOGO: CGS   
 SA1476_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1476+STABILITY: SURFACE MOTION
 SA1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1476+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1998
 SA1476
 SA1476  HISTORY     - Date     Condition        Report By
 SA1476  HISTORY     - 1949     MONUMENTED       CGS
 SA1476  HISTORY     - 19900611 GOOD             NGS
 SA1476  HISTORY     - 19910920 GOOD             WA-077
 SA1476  HISTORY     - 19920914 GOOD             CHANCE
 SA1476  HISTORY     - 19980330 GOOD             WADT
 SA1476
 SA1476                          STATION DESCRIPTION
 SA1476
 SA1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1476'3.6 MI S FROM RIVERLAND.
 SA1476'3.6 MILES SOUTH ALONG THE SUNNYSIDE HIGHWAY FROM THE CHICAGO,
 SA1476'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION SIGN AT RIVERLAND,
 SA1476'289 FEET EAST OF THE CENTER OF THE JUNCTION OF HIGHWAY 11 A, ABOUT 90
 SA1476'YARDS WEST OF THE NORTHWEST CORNER OF A BUILDING AT THE ENTRANCE TO
 SA1476'THE HANFORD ATOMIC AREA, 72 FEET NORTH OF THE CENTER LINE OF HIGHWAY
 SA1476'11 A, 62 FEET WEST OF THE SOUTHWEST CORNER OF AN OLD CONCRETE
 SA1476'BASEMENT, 50 FEET SOUTH OF A FENCE, 7 FEET EAST OF A TELEPHONE POLE,
 SA1476'2.5 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 SA1476'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 SA1476'GROUND.
 SA1476
 SA1476                          STATION RECOVERY (1990)
 SA1476
 SA1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SA1476'THE STATION IS LOCATED ABOUT 59.6 KM (37.0 MI) EAST OF YAKIMA, 48.3 KM
 SA1476'(30.0 MI) SOUTH OF VANTAGE, 35.4 KM (22.0 MI) NORTH OF SUNNYSIDE, ON
 SA1476'PROPERTY OF THE DEPARTMENT OF ENERGY, HANFORD SITE AND AT THE YAKIMA
 SA1476'GATE.  PERMISSION TO VISIT THE STATION MUST BE OBTAINED BEFORE USE.
 SA1476'AT THIS TIME CALL MR JOE BOMINO, PHONE NUMBER 509-376-5550.
 SA1476'TO REACH FROM THE INTERSECTION OF STATE ROUTE 240 AND STEVENS DRIVE IN
 SA1476'RICHLAND, GO NORTHWEST ON STATE ROUTE 240 FOR 13.52 KM (8.40 MI) TO A
 SA1476'CROSSROAD.  CONTINUE NORTHWEST ON STATE ROUTE 240 FOR 33.31 KM
 SA1476'(20.70 MI) TO THE JUNCTION OF STATE ROUTE 24, THE YAKIMA GATE TO THE
 SA1476'HANFORD SITE AND THE STATION IN THE NORTHEAST ANGLE OF THE
 SA1476'INTERSECTION.
 SA1476'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECS
 SA1476'10 CM (2 INCHES) ABOVE THE GROUND SURFACE.  IT IS 25.5 M (83.7 FT)
 SA1476'EAST OF A FENCE CORNER, 22.0 M (72.2 FT) NORTH OF THE CENTER OF THE
 SA1476'HANFORD ENTRANCE ROAD, 21.7 M (71.2 FT) SOUTHWEST OF POWER LINE POLE
 SA1476'NUMBER S-58, 2.2 M (7.2 FT) NORTH OF A WITNESS POST SET IN THE
 SA1476'RIGHT-OF-WAY FENCE AND 0.7 M (2.3 FT) EAST OF A WITNESS POST.
 SA1476
 SA1476                          STATION RECOVERY (1991)
 SA1476
 SA1476'RECOVERY NOTE BY YAKIMA COUNTY WASHINGTON 1991
 SA1476'RECOVERED IN GOOD CONDITION.
 SA1476
 SA1476                          STATION RECOVERY (1992)
 SA1476
 SA1476'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992
 SA1476'RECOVERED IN GOOD CONDITION.
 SA1476
 SA1476                          STATION RECOVERY (1998)
 SA1476
 SA1476'RECOVERY NOTE BY WA DEPT OF TRANSP 1998
 SA1476'RECOVERED AS DESCRIBED, NOTE THAT FOR ACCESS ONE SHOULD CONTACT MR.
 SA1476'DENNIS BROOKS AT PHONE NUMBER 509-376-8672.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0529 ***********************************************************************
 SC0529  DESIGNATION -  B 317
 SC0529  PID         -  SC0529
 SC0529  STATE/COUNTY-  WA/WAHKIAKUM
 SC0529  USGS QUAD   -  ROSBURG (1984)
 SC0529
 SC0529                         *CURRENT SURVEY CONTROL
 SC0529  ___________________________________________________________________
 SC0529* NAD 83(1986)-  46 17 03.     (N)    123 40 37.     (W)     SCALED    
 SC0529* NAVD 88     -         4.364  (meters)      14.32   (feet)  ADJUSTED  
 SC0529  ___________________________________________________________________
 SC0529  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 SC0529  DYNAMIC HT  -           4.364 (meters)      14.32  (feet)  COMP
 SC0529  MODELED GRAV-     980,723.5   (mgal)                       NAVD 88
 SC0529
 SC0529  VERT ORDER  -  FIRST     CLASS II
 SC0529
 SC0529.The horizontal coordinates were scaled from a topographic map and have
 SC0529.an estimated accuracy of +/- 6 seconds.
 SC0529
 SC0529.The orthometric height was determined by differential leveling
 SC0529.and adjusted by the National Geodetic Survey in June 1991..
 SC0529
 SC0529.The geoid height was determined by GEOID03.
 SC0529
 SC0529.The dynamic height is computed by dividing the NAVD 88
 SC0529.geopotential number by the normal gravity value computed on the
 SC0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0529.degrees latitude (g = 980.6199 gals.).
 SC0529
 SC0529.The modeled gravity was interpolated from observed gravity values.
 SC0529
 SC0529;                    North         East    Units  Estimated Accuracy
 SC0529;SPC WA S     -   110,610.      255,250.      MT  (+/- 180 meters Scaled)
 SC0529
 SC0529                          SUPERSEDED SURVEY CONTROL
 SC0529
 SC0529  NGVD 29 (??/??/92)    3.430  (m)           11.25   (f) ADJ UNCH    1 2
 SC0529
 SC0529.Superseded values are not recommended for survey control.
 SC0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0529.See file dsdata.txt to determine how the superseded data were derived.
 SC0529
 SC0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS478258(NAD 83)
 SC0529_MARKER: DD = SURVEY DISK
 SC0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0529_STAMPING: B 317 11 1939
 SC0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0529+STABILITY: SURFACE MOTION
 SC0529
 SC0529  HISTORY     - Date     Condition        Report By
 SC0529  HISTORY     - 1939     MONUMENTED       DOD
 SC0529  HISTORY     - 1962     GOOD             NGS
 SC0529
 SC0529                          STATION DESCRIPTION
 SC0529
 SC0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0529'4.8 MI S FROM ROSBURG.
 SC0529'4.8 MILES SOUTH ALONG STATE HIGHWAY 12C FROM THE POST OFFICE IN
 SC0529'ROSBURG, 0.9 MILE SOUTH OF THE BRIDGE OVER CROOKED CREEK, 300 FEET
 SC0529'NORTH OF THE EAST END OF CULVERT NO. 4/77, 47 FEET NORTHEAST OF A
 SC0529'POWER POLE WITH A TRANSFORMER, 38 FEET NORTH OF A TELEPHONE POLE, 23
 SC0529'FEET EAST OF THE CENTER OF STATE HIGHWAY 12C, 21 FEET NORTH OF THE
 SC0529'CENTER OF A DRIVEWAY AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 SC0529'MARK PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1252 ***********************************************************************
 SA1252  DESIGNATION -  B 318
 SA1252  PID         -  SA1252
 SA1252  STATE/COUNTY-  WA/BENTON
 SA1252  USGS QUAD   -  PROSSER (1965)
 SA1252
 SA1252                         *CURRENT SURVEY CONTROL
 SA1252  ___________________________________________________________________
 SA1252* NAD 83(1986)-  46 12 44.     (N)    119 47 19.     (W)     SCALED    
 SA1252* NAVD 88     -       206.300  (meters)     676.84   (feet)  ADJUSTED  
 SA1252  ___________________________________________________________________
 SA1252  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA1252  DYNAMIC HT  -         206.305 (meters)     676.85  (feet)  COMP
 SA1252  MODELED GRAV-     980,634.6   (mgal)                       NAVD 88
 SA1252
 SA1252  VERT ORDER  -  SECOND    CLASS 0
 SA1252
 SA1252.The horizontal coordinates were scaled from a topographic map and have
 SA1252.an estimated accuracy of +/- 6 seconds.
 SA1252
 SA1252.The orthometric height was determined by differential leveling
 SA1252.and adjusted by the National Geodetic Survey in June 1991..
 SA1252
 SA1252.The geoid height was determined by GEOID03.
 SA1252
 SA1252.The dynamic height is computed by dividing the NAVD 88
 SA1252.geopotential number by the normal gravity value computed on the
 SA1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1252.degrees latitude (g = 980.6199 gals.).
 SA1252
 SA1252.The modeled gravity was interpolated from observed gravity values.
 SA1252
 SA1252;                    North         East    Units  Estimated Accuracy
 SA1252;SPC WA S     -    97,940.      554,890.      MT  (+/- 180 meters Scaled)
 SA1252
 SA1252                          SUPERSEDED SURVEY CONTROL
 SA1252
 SA1252  NGVD 29 (??/??/92)  205.267  (m)          673.45   (f) ADJ UNCH    2 0
 SA1252
 SA1252.Superseded values are not recommended for survey control.
 SA1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1252.See file dsdata.txt to determine how the superseded data were derived.
 SA1252
 SA1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM849214(NAD 83)
 SA1252_MARKER: DB = BENCH MARK DISK
 SA1252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1252_SP_SET: CONCRETE BASE
 SA1252_STAMPING: B 318 1949
 SA1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1252
 SA1252  HISTORY     - Date     Condition        Report By
 SA1252  HISTORY     - 1949     MONUMENTED       CGS
 SA1252
 SA1252                          STATION DESCRIPTION
 SA1252
 SA1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1252'1.0 MI NW FROM PROSSER.
 SA1252'0.9 MILE NORTHWEST ALONG U. S. HIGHWAY 410 FROM THE NORTHERN PACIFIC
 SA1252'RAILWAY STATION AT PROSSER, THENCE 0.1 MILE WEST ALONG EUCLID ROAD, AT
 SA1252'THE PROSSER AIRPORT, ABOUT 200 YARDS SOUTHWEST OF THE SOUTHEAST CORNER
 SA1252'OF THE OFFICE BUILDING, 204 FEET SOUTH OF THE SOUTH EDGE OF THE SOUTH
 SA1252'RUNWAY, IN TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE
 SA1252'WIND INDICATOR, AND PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1277 ***********************************************************************
 SA1277  DESIGNATION -  B 319
 SA1277  PID         -  SA1277
 SA1277  STATE/COUNTY-  WA/BENTON
 SA1277  USGS QUAD   -  SNIVELY BASIN (1974)
 SA1277
 SA1277                         *CURRENT SURVEY CONTROL
 SA1277  ___________________________________________________________________
 SA1277* NAD 83(1986)-  46 29 12.     (N)    119 41 47.     (W)     SCALED    
 SA1277* NAVD 88     -       237.787  (meters)     780.14   (feet)  ADJUSTED  
 SA1277  ___________________________________________________________________
 SA1277  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 SA1277  DYNAMIC HT  -         237.785 (meters)     780.13  (feet)  COMP
 SA1277  MODELED GRAV-     980,600.9   (mgal)                       NAVD 88
 SA1277
 SA1277  VERT ORDER  -  SECOND    CLASS 0
 SA1277
 SA1277.The horizontal coordinates were scaled from a topographic map and have
 SA1277.an estimated accuracy of +/- 6 seconds.
 SA1277
 SA1277.The orthometric height was determined by differential leveling
 SA1277.and adjusted by the National Geodetic Survey in June 1991..
 SA1277
 SA1277.The geoid height was determined by GEOID03.
 SA1277
 SA1277.The dynamic height is computed by dividing the NAVD 88
 SA1277.geopotential number by the normal gravity value computed on the
 SA1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1277.degrees latitude (g = 980.6199 gals.).
 SA1277
 SA1277.The modeled gravity was interpolated from observed gravity values.
 SA1277
 SA1277;                    North         East    Units  Estimated Accuracy
 SA1277;SPC WA S     -   128,510.      561,700.      MT  (+/- 180 meters Scaled)
 SA1277
 SA1277                          SUPERSEDED SURVEY CONTROL
 SA1277
 SA1277  NGVD 29 (??/??/92)  236.710  (m)          776.61   (f) ADJ UNCH    2 0
 SA1277
 SA1277.Superseded values are not recommended for survey control.
 SA1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1277.See file dsdata.txt to determine how the superseded data were derived.
 SA1277
 SA1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM930516(NAD 83)
 SA1277_MARKER: DB = BENCH MARK DISK
 SA1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1277_STAMPING: B 319 1949
 SA1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1277+STABILITY: SURFACE MOTION
 SA1277
 SA1277  HISTORY     - Date     Condition        Report By
 SA1277  HISTORY     - 1949     MONUMENTED       CGS
 SA1277
 SA1277                          STATION DESCRIPTION
 SA1277
 SA1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1277'2.5 MI SW FROM BENSON RANCH.
 SA1277'2.5 MILES SOUTHWEST ALONG A COUNTY GRADED ROAD FROM BENSON RANCH,
 SA1277'ABOUT 40 YARDS SOUTH OF THE APPROXIMATE CENTER OF A CURVE, AT THE FOOT
 SA1277'OF THE WEST SLOPE OF A SMALL HILL, 32 FEET EAST OF THE CENTER LINE OF
 SA1277'THE ROAD, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 SA1277'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 FEET
 SA1277'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0423 ***********************************************************************
 TO0423  DESIGNATION -  B 32
 TO0423  PID         -  TO0423
 TO0423  STATE/COUNTY-  WA/STEVENS
 TO0423  USGS QUAD   -  EMPEY MOUNTAIN (1980)
 TO0423
 TO0423                         *CURRENT SURVEY CONTROL
 TO0423  ___________________________________________________________________
 TO0423* NAD 83(1986)-  48 01 48.     (N)    117 55 25.     (W)     SCALED    
 TO0423* NAVD 88     -       680.283  (meters)    2231.90   (feet)  ADJUSTED  
 TO0423  ___________________________________________________________________
 TO0423  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 TO0423  DYNAMIC HT  -         680.314 (meters)    2232.00  (feet)  COMP
 TO0423  MODELED GRAV-     980,636.0   (mgal)                       NAVD 88
 TO0423
 TO0423  VERT ORDER  -  FIRST     CLASS II
 TO0423
 TO0423.The horizontal coordinates were scaled from a topographic map and have
 TO0423.an estimated accuracy of +/- 6 seconds.
 TO0423
 TO0423.The orthometric height was determined by differential leveling
 TO0423.and adjusted by the National Geodetic Survey in June 1991..
 TO0423
 TO0423.The geoid height was determined by GEOID03.
 TO0423
 TO0423.The dynamic height is computed by dividing the NAVD 88
 TO0423.geopotential number by the normal gravity value computed on the
 TO0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0423.degrees latitude (g = 980.6199 gals.).
 TO0423
 TO0423.The modeled gravity was interpolated from observed gravity values.
 TO0423
 TO0423;                    North         East    Units  Estimated Accuracy
 TO0423;SPC WA N     -   118,620.      716,950.      MT  (+/- 180 meters Scaled)
 TO0423
 TO0423                          SUPERSEDED SURVEY CONTROL
 TO0423
 TO0423  NGVD 29 (??/??/92)  679.043  (m)         2227.83   (f) ADJ UNCH    1 2
 TO0423
 TO0423.Superseded values are not recommended for survey control.
 TO0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0423.See file dsdata.txt to determine how the superseded data were derived.
 TO0423
 TO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP311200(NAD 83)
 TO0423_MARKER: DB = BENCH MARK DISK
 TO0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0423_STAMPING: B 32 1933
 TO0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0423+STABILITY: SURFACE MOTION
 TO0423
 TO0423  HISTORY     - Date     Condition        Report By
 TO0423  HISTORY     - 1933     MONUMENTED       CGS
 TO0423  HISTORY     - 1969     GOOD             NGS
 TO0423
 TO0423                          STATION DESCRIPTION
 TO0423
 TO0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TO0423'11.3 MI W FROM SPRINGDALE.
 TO0423'THE MARK IS 10.5 MILES WEST ALONG THE SPRINGDALE-HUNTERS ROAD FROM ITS
 TO0423'JUNCTION WITH STATE HIGHWAY 231, ABOUT 40 YARDS EAST OF THE WESTERN
 TO0423'END OF A 1/4-MILE LONG STRAIGHT STRETCH OF ROAD, 20 YARDS NORTHEAST OF
 TO0423'A FENCE CORNER, 35 FEET NORTH OF AND 3 FEET HIGHER THAN THE CENTER OF
 TO0423'THE ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MARK IS A
 TO0423'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1208 ***********************************************************************
 SA1208  DESIGNATION -  B 320
 SA1208  PID         -  SA1208
 SA1208  STATE/COUNTY-  WA/YAKIMA
 SA1208  USGS QUAD   -  GRANDVIEW (1978)
 SA1208
 SA1208                         *CURRENT SURVEY CONTROL
 SA1208  ___________________________________________________________________
 SA1208* NAD 83(1986)-  46 19 31.     (N)    119 58 16.     (W)     SCALED    
 SA1208* NAVD 88     -       230.858  (meters)     757.41   (feet)  ADJUSTED  
 SA1208  ___________________________________________________________________
 SA1208  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SA1208  DYNAMIC HT  -         230.864 (meters)     757.43  (feet)  COMP
 SA1208  MODELED GRAV-     980,635.7   (mgal)                       NAVD 88
 SA1208
 SA1208  VERT ORDER  -  SECOND    CLASS 0
 SA1208
 SA1208.The horizontal coordinates were scaled from a topographic map and have
 SA1208.an estimated accuracy of +/- 6 seconds.
 SA1208
 SA1208.The orthometric height was determined by differential leveling
 SA1208.and adjusted by the National Geodetic Survey in June 1991..
 SA1208
 SA1208.The geoid height was determined by GEOID03.
 SA1208
 SA1208.The dynamic height is computed by dividing the NAVD 88
 SA1208.geopotential number by the normal gravity value computed on the
 SA1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1208.degrees latitude (g = 980.6199 gals.).
 SA1208
 SA1208.The modeled gravity was interpolated from observed gravity values.
 SA1208
 SA1208;                    North         East    Units  Estimated Accuracy
 SA1208;SPC WA S     -   110,390.      540,730.      MT  (+/- 180 meters Scaled)
 SA1208
 SA1208                          SUPERSEDED SURVEY CONTROL
 SA1208
 SA1208  NGVD 29 (??/??/92)  229.810  (m)          753.97   (f) ADJ UNCH    2 0
 SA1208
 SA1208.Superseded values are not recommended for survey control.
 SA1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1208.See file dsdata.txt to determine how the superseded data were derived.
 SA1208
 SA1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM712344(NAD 83)
 SA1208_MARKER: DB = BENCH MARK DISK
 SA1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1208_SP_SET: CONCRETE POST
 SA1208_STAMPING: B 320 1949
 SA1208_MARK LOGO: CGS   
 SA1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1208+STABILITY: SURFACE MOTION
 SA1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA1208+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1990
 SA1208
 SA1208  HISTORY     - Date     Condition        Report By
 SA1208  HISTORY     - 1949     MONUMENTED       CGS
 SA1208  HISTORY     - 1974     GOOD             USGS
 SA1208  HISTORY     - 19900521 GOOD             NGS
 SA1208
 SA1208                          STATION DESCRIPTION
 SA1208
 SA1208'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA1208'2.0 MI E FROM SUNNYSIDE.
 SA1208'2.0 MILES EAST ALONG E. EDISON AVE FROM THE POST OFFICE AT SUNNYSIDE,
 SA1208'AT THE SUNNYSIDE MUNICIPAL AIRPORT, AT THE MANAGERS HOUSE, 2 1/2 FEET
 SA1208'NORTHEAST OF THE NORTHWEST CORNER OF FIREPLACE CHIMNEY, SET IN TOP OF
 SA1208'A CONCRETE POST 0.3 FOOT BELOW GROUND SURFACE.  A STANDARD DISK
 SA1208'STAMPED B 320 1949.
 SA1208
 SA1208                          STATION RECOVERY (1990)
 SA1208
 SA1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SA1208'THE STATION IS LOCATED ABOUT 43.5 KM (27.0 MI) NORTH OF ALDERDALE,
 SA1208'32.2 KM (20.0 MI) EAST-SOUTHEAST OF TOPPENISH, 22.5 KM (14.0 MI)
 SA1208'NORTHEAST OF PROSSER, 4.8 KM (3.0 MI) EAST OF SUNNYSIDE AT THE
 SA1208'SUNNYSIDE AIRPORT AND IN THE SE 1/4 OF THE NW 1/4 OF SECTION 29,
 SA1208'T10N, R23E.
 SA1208'TO REACH FROM EXIT 69 ON INTERSTATE HIGHWAY I82 AT THE EAST EDGE OF
 SA1208'SUNNYSIDE, GO NORTH ON STATE ROUTE 241 FOR 0.80 KM (0.50 MI) TO THE
 SA1208'JUNCTION OF US HIGHWAY 12.  CONTINUE NORTH ON STATE ROUTE 241 FOR
 SA1208'1.28 KM (0.80 MI) TO A CROSS ROAD.  TURN RIGHT AND GO EAST ON EDISON
 SA1208'ROAD FOR 0.80 KM (0.50 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.
 SA1208'TURN LEFT AND GO NORTH FOR 0.16 KM (0.10 MI) TO THE AIRPORT OFFICE
 SA1208'BUILDING AND THE STATION.
 SA1208'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 SA1208'RECESSED 0.18 M (0.59 FT) BELOW THE GROUND SURFACE.  IT IS 50.0 M
 SA1208'(164.0 FT) EAST OF BM C 320, 5.09 M (16.70 FT) EAST OF A FENCE, 3.35
 SA1208'M (10.99 FT) NORTH OF A YARD ENTRANCE, 0.67 M (2.20 FT) NORTH OF A
 SA1208'BLOCK FIREPLACE AND 0.46 M (1.51 FT) NORTHWEST OF THE NORTHWEST
 SA1208'CORNER OF THE OFFICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1297 ***********************************************************************
 SA1297  DESIGNATION -  B 321
 SA1297  PID         -  SA1297
 SA1297  STATE/COUNTY-  WA/BENTON
 SA1297  USGS QUAD   -  CORRAL CANYON (1977)
 SA1297
 SA1297                         *CURRENT SURVEY CONTROL
 SA1297  ___________________________________________________________________
 SA1297* NAD 83(1986)-  46 22 01.     (N)    119 33 16.     (W)     SCALED    
 SA1297* NAVD 88     -       618.954  (meters)    2030.68   (feet)  ADJUSTED  
 SA1297  ___________________________________________________________________
 SA1297  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 SA1297  DYNAMIC HT  -         618.963 (meters)    2030.71  (feet)  COMP
 SA1297  MODELED GRAV-     980,607.7   (mgal)                       NAVD 88
 SA1297
 SA1297  VERT ORDER  -  SECOND    CLASS 0
 SA1297
 SA1297.The horizontal coordinates were scaled from a topographic map and have
 SA1297.an estimated accuracy of +/- 6 seconds.
 SA1297
 SA1297.The orthometric height was determined by differential leveling
 SA1297.and adjusted by the National Geodetic Survey in June 1991..
 SA1297
 SA1297.The geoid height was determined by GEOID03.
 SA1297
 SA1297.The dynamic height is computed by dividing the NAVD 88
 SA1297.geopotential number by the normal gravity value computed on the
 SA1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1297.degrees latitude (g = 980.6199 gals.).
 SA1297
 SA1297.The modeled gravity was interpolated from observed gravity values.
 SA1297
 SA1297;                    North         East    Units  Estimated Accuracy
 SA1297;SPC WA S     -   115,320.      572,750.      MT  (+/- 180 meters Scaled)
 SA1297
 SA1297                          SUPERSEDED SURVEY CONTROL
 SA1297
 SA1297  NGVD 29 (??/??/92)  617.903  (m)         2027.24   (f) ADJ UNCH    2 0
 SA1297
 SA1297.Superseded values are not recommended for survey control.
 SA1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1297.See file dsdata.txt to determine how the superseded data were derived.
 SA1297
 SA1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM035379(NAD 83)
 SA1297_MARKER: DB = BENCH MARK DISK
 SA1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1297_STAMPING: B 321 1949
 SA1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1297+STABILITY: SURFACE MOTION
 SA1297
 SA1297  HISTORY     - Date     Condition        Report By
 SA1297  HISTORY     - 1949     MONUMENTED       CGS
 SA1297  HISTORY     - 1974     GOOD             USGS
 SA1297
 SA1297                          STATION DESCRIPTION
 SA1297
 SA1297'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA1297'16.1 MI NE FROM WHITSTRAN.
 SA1297'1.7 MILES NE ALONG OLD INLAND EMPIRE HWY FROM WHITSTRAN, THENCE 5.8
 SA1297'MILES NORTH ALONG CASE ROAD, THENCE 3.0 MILES EAST ALONG COATS ROAD,
 SA1297'THENCE ALONG PRIVATE ROADS 1.1 MILE NORTHERLY, 1.2 MILE EASTERLY AND
 SA1297'3.3 MILES NORTHERLY TO SADDLE ON TOP OF MAIN RIDGE OF RATTLESNAKE
 SA1297'HILLS, JUST WEST OF THE APPROX EAST 1/4 COR OF SECTION 9/T10N/R26E, 47
 SA1297'FT NW OF A ROAD T, 35 FEET NE OF CORNER IN CORRAL FENCE, INSIDE OF A
 SA1297'SMALL CORRAL AND ABOUT 1 FT SW OF THE NE CORRAL FENCE, ON TOP OF A
 SA1297'CONCRETE POST WHICH PROJECTS 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1309 ***********************************************************************
 SA1309  DESIGNATION -  B 322
 SA1309  PID         -  SA1309
 SA1309  STATE/COUNTY-  WA/BENTON
 SA1309  USGS QUAD   -  IOWA FLATS (1974)
 SA1309
 SA1309                         *CURRENT SURVEY CONTROL
 SA1309  ___________________________________________________________________
 SA1309* NAD 83(1986)-  46 29 25.     (N)    119 36 24.     (W)     SCALED    
 SA1309* NAVD 88     -       171.802  (meters)     563.65   (feet)  ADJUSTED  
 SA1309  ___________________________________________________________________
 SA1309  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SA1309  DYNAMIC HT  -         171.808 (meters)     563.67  (feet)  COMP
 SA1309  MODELED GRAV-     980,648.8   (mgal)                       NAVD 88
 SA1309
 SA1309  VERT ORDER  -  SECOND    CLASS 0
 SA1309
 SA1309.The horizontal coordinates were scaled from a topographic map and have
 SA1309.an estimated accuracy of +/- 6 seconds.
 SA1309
 SA1309.The orthometric height was determined by differential leveling
 SA1309.and adjusted by the National Geodetic Survey in June 1991..
 SA1309
 SA1309.The geoid height was determined by GEOID03.
 SA1309
 SA1309.The dynamic height is computed by dividing the NAVD 88
 SA1309.geopotential number by the normal gravity value computed on the
 SA1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1309.degrees latitude (g = 980.6199 gals.).
 SA1309
 SA1309.The modeled gravity was interpolated from observed gravity values.
 SA1309
 SA1309;                    North         East    Units  Estimated Accuracy
 SA1309;SPC WA S     -   128,980.      568,580.      MT  (+/- 180 meters Scaled)
 SA1309
 SA1309                          SUPERSEDED SURVEY CONTROL
 SA1309
 SA1309  NGVD 29 (??/??/92)  170.741  (m)          560.17   (f) ADJ UNCH    2 0
 SA1309
 SA1309.Superseded values are not recommended for survey control.
 SA1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1309.See file dsdata.txt to determine how the superseded data were derived.
 SA1309
 SA1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM999518(NAD 83)
 SA1309_MARKER: DB = BENCH MARK DISK
 SA1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1309_STAMPING: B 322 1949
 SA1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1309+STABILITY: SURFACE MOTION
 SA1309
 SA1309  HISTORY     - Date     Condition        Report By
 SA1309  HISTORY     - 1949     MONUMENTED       CGS
 SA1309  HISTORY     - 1974     GOOD             USGS
 SA1309
 SA1309                          STATION DESCRIPTION
 SA1309
 SA1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1309'3.2 MI E FROM BENSON RANCH.
 SA1309'3.2 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE BENSON RANCH SITE,
 SA1309'AT THE FOOT OF THE SOUTH SLOPE OF A PROMINENT KNOLL, 184 FEET SOUTH OF
 SA1309'A FENCE, 40 YARDS EAST OF THE APPROXIMATE CENTER OF A CURVE, 36 FEET
 SA1309'NORTH OF THE CENTER LINE OF THE ROAD, 5.0 FEET WEST OF A WITNESS POST,
 SA1309'ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SA1309'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  MARK IS LOCATED ALONG A
 SA1309'SELDOM USED DIRT ROAD AND ABOUT 2150 FT CROSS COUNTRY SOUTHWEST OF
 SA1309'STATE HWY. 240.
 SA1309
 SA1309                          STATION RECOVERY (1974)
 SA1309
 SA1309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0611 ***********************************************************************
 SA0611  DESIGNATION -  B 322
 SA0611  PID         -  SA0611
 SA0611  STATE/COUNTY-  WA/FRANKLIN
 SA0611  USGS QUAD   -  FRISCHKNECHT (1970)
 SA0611
 SA0611                         *CURRENT SURVEY CONTROL
 SA0611  ___________________________________________________________________
 SA0611* NAD 83(1986)-  46 39 49.     (N)    118 55 17.     (W)     SCALED    
 SA0611* NAVD 88     -       340.11   (+/-2cm)    1115.8    (feet)  VERTCON   
 SA0611  ___________________________________________________________________
 SA0611  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SA0611
 SA0611  VERT ORDER  -  ? (See Below)
 SA0611
 SA0611.The horizontal coordinates were scaled from a topographic map and have
 SA0611.an estimated accuracy of +/- 6 seconds.
 SA0611
 SA0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0611.The vertical order pertains to the NGVD 29 superseded value.
 SA0611
 SA0611.The geoid height was determined by GEOID03.
 SA0611
 SA0611;                    North         East    Units  Estimated Accuracy
 SA0611;SPC WA S     -   149,070.      620,800.      MT  (+/- 180 meters Scaled)
 SA0611
 SA0611                          SUPERSEDED SURVEY CONTROL
 SA0611
 SA0611  NGVD 29 (??/??/92)  339.014  (m)         1112.25   (f) ADJ UNCH    ?  
 SA0611
 SA0611.Superseded values are not recommended for survey control.
 SA0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0611.See file dsdata.txt to determine how the superseded data were derived.
 SA0611
 SA0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM530695(NAD 83)
 SA0611_MARKER: DD = SURVEY DISK
 SA0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0611_STAMPING: B 322 1938
 SA0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0611+STABILITY: SURFACE MOTION
 SA0611
 SA0611  HISTORY     - Date     Condition        Report By
 SA0611  HISTORY     - 1938     MONUMENTED       BOR
 SA0611
 SA0611                          STATION DESCRIPTION
 SA0611
 SA0611'DESCRIBED BY US BUREAU OF RECLAMATION 1938
 SA0611'3 MI W FROM CONNELL.
 SA0611'3 MILES WEST ALONG A ROAD FROM CONNELL, 65 FEET NORTHWEST OF THE
 SA0611'INTERSECTION OF THE CONNELL-OTHELLO-RINGOLD AND MESA SECONDARY ROADS,
 SA0611'48 FEET WEST OF A NORTH-AND-SOUTH ROAD, AND 43 FEET NORTH OF AN
 SA0611'EAST-AND-WEST ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SA0611'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0980 ***********************************************************************
 SA0980  DESIGNATION -  B 323
 SA0980  PID         -  SA0980
 SA0980  STATE/COUNTY-  WA/BENTON
 SA0980  USGS QUAD   -  RICHLAND (1992)
 SA0980
 SA0980                         *CURRENT SURVEY CONTROL
 SA0980  ___________________________________________________________________
 SA0980* NAD 83(1986)-  46 16 15.     (N)    119 16 16.     (W)     SCALED    
 SA0980* NAVD 88     -       114.365  (meters)     375.21   (feet)  ADJUSTED  
 SA0980  ___________________________________________________________________
 SA0980  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SA0980  DYNAMIC HT  -         114.370 (meters)     375.23  (feet)  COMP
 SA0980  MODELED GRAV-     980,656.8   (mgal)                       NAVD 88
 SA0980
 SA0980  VERT ORDER  -  SECOND    CLASS 0
 SA0980
 SA0980.The horizontal coordinates were scaled from a topographic map and have
 SA0980.an estimated accuracy of +/- 6 seconds.
 SA0980
 SA0980.The orthometric height was determined by differential leveling
 SA0980.and adjusted by the National Geodetic Survey in June 1991..
 SA0980
 SA0980.The geoid height was determined by GEOID03.
 SA0980
 SA0980.The dynamic height is computed by dividing the NAVD 88
 SA0980.geopotential number by the normal gravity value computed on the
 SA0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0980.degrees latitude (g = 980.6199 gals.).
 SA0980
 SA0980.The modeled gravity was interpolated from observed gravity values.
 SA0980
 SA0980;                    North         East    Units  Estimated Accuracy
 SA0980;SPC WA S     -   104,940.      594,720.      MT  (+/- 180 meters Scaled)
 SA0980
 SA0980                          SUPERSEDED SURVEY CONTROL
 SA0980
 SA0980  NGVD 29 (??/??/92)  113.329  (m)          371.81   (f) ADJ UNCH    2 0
 SA0980
 SA0980.Superseded values are not recommended for survey control.
 SA0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0980.See file dsdata.txt to determine how the superseded data were derived.
 SA0980
 SA0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM250266(NAD 83)
 SA0980_MARKER: DB = BENCH MARK DISK
 SA0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0980_STAMPING: B 323 1949
 SA0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0980+STABILITY: SURFACE MOTION
 SA0980
 SA0980  HISTORY     - Date     Condition        Report By
 SA0980  HISTORY     - 1949     MONUMENTED       CGS
 SA0980  HISTORY     - 1974     MARK NOT FOUND   USGS
 SA0980  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SA0980
 SA0980                          STATION DESCRIPTION
 SA0980
 SA0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA0980'0.4 MI S FROM RICHLAND.
 SA0980'0.4 MILE SOUTH ALONG GEORGE WASHINGTON WAY FROM THE POST OFFICE AT
 SA0980'RICHLAND, BETWEEN FALLEY STREET LEADING WEST AND BRADLEY DRIVE LEADING
 SA0980'EAST, 49 1/2 FEET SOUTH OF THE CENTER LINE OF THE PROLONGATION OF
 SA0980'FALLEY STREET, 44 FEET NORTH OF THE CENTER LINE OF BRADLEY DRIVE, 36.2
 SA0980'FEET EAST OF THE CENTER LINE OF GEORGE WASHINGTON WAY, 8 1/2 FEET EAST
 SA0980'OF A LIGHT POLE 332, 2.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL
 SA0980'WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 SA0980'FOOT ABOVE THE GROUND.  NOTE-- ALL REFERENCE TO THE POST OFFICE IN
 SA0980'RICHLAND IN THIS LINE NO.8 IS TO THE OLD LOCATION AT THE SOUTHWEST
 SA0980'CORNER OF GEORGE WASHINGTON WAY AND KNIGHT STREET-THE PRESENT POST
 SA0980'OFFICE IS LOCATED ONE BLOCK NORTH AND ONE BLOCK WEST OF THAT
 SA0980'INTERSECTION-DATE OF THE CHANGE WAS 1968.
 SA0980
 SA0980                          STATION RECOVERY (1974)
 SA0980
 SA0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA0980'MARK NOT FOUND.
 SA0980
 SA0980                          STATION RECOVERY (2001)
 SA0980
 SA0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SA0980'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1052 ***********************************************************************
 SA1052  DESIGNATION -  B 324
 SA1052  PID         -  SA1052
 SA1052  STATE/COUNTY-  WA/BENTON
 SA1052  USGS QUAD   -  RICHLAND (1992)
 SA1052
 SA1052                         *CURRENT SURVEY CONTROL
 SA1052  ___________________________________________________________________
 SA1052* NAD 83(1986)-  46 21 05.     (N)    119 16 59.     (W)     SCALED    
 SA1052* NAVD 88     -       124.129  (meters)     407.25   (feet)  ADJUSTED  
 SA1052  ___________________________________________________________________
 SA1052  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SA1052  DYNAMIC HT  -         124.134 (meters)     407.26  (feet)  COMP
 SA1052  MODELED GRAV-     980,649.6   (mgal)                       NAVD 88
 SA1052
 SA1052  VERT ORDER  -  SECOND    CLASS 0
 SA1052
 SA1052.The horizontal coordinates were scaled from a topographic map and have
 SA1052.an estimated accuracy of +/- 6 seconds.
 SA1052
 SA1052.The orthometric height was determined by differential leveling
 SA1052.and adjusted by the National Geodetic Survey in June 1991..
 SA1052
 SA1052.The geoid height was determined by GEOID03.
 SA1052
 SA1052.The dynamic height is computed by dividing the NAVD 88
 SA1052.geopotential number by the normal gravity value computed on the
 SA1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1052.degrees latitude (g = 980.6199 gals.).
 SA1052
 SA1052.The modeled gravity was interpolated from observed gravity values.
 SA1052
 SA1052;                    North         East    Units  Estimated Accuracy
 SA1052;SPC WA S     -   113,880.      593,660.      MT  (+/- 180 meters Scaled)
 SA1052
 SA1052                          SUPERSEDED SURVEY CONTROL
 SA1052
 SA1052  NGVD 29 (??/??/92)  123.090  (m)          403.84   (f) ADJ UNCH    2 0
 SA1052
 SA1052.Superseded values are not recommended for survey control.
 SA1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1052.See file dsdata.txt to determine how the superseded data were derived.
 SA1052
 SA1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM243356(NAD 83)
 SA1052_MARKER: DB = BENCH MARK DISK
 SA1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1052_STAMPING: B 324 1949
 SA1052_MARK LOGO: CGS   
 SA1052_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1052+STABILITY: SURFACE MOTION
 SA1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1052+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2004
 SA1052
 SA1052  HISTORY     - Date     Condition        Report By
 SA1052  HISTORY     - 1949     MONUMENTED       CGS
 SA1052  HISTORY     - 19920909 GOOD             CHANCE
 SA1052  HISTORY     - 20040619 GOOD             GEOCAC
 SA1052
 SA1052                          STATION DESCRIPTION
 SA1052
 SA1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1052'5.6 MI N FROM RICHLAND.
 SA1052'5.2 MILES NORTH ALONG GEORGE WASHINGTON WAY FROM THE POST OFFICE AT
 SA1052'RICHLAND, THENCE 0.5 MILE WEST ALONG HORN RAPIDS ROAD, ABOUT 70 YARDS
 SA1052'NORTHEAST OF THE CENTER OF THE INTERSECTION OF ROUTE 4 LEADING SOUTH,
 SA1052'IN LINE WITH THE POWER LINE POLES, 135.7 FEET NORTH OF THE CENTER LINE
 SA1052'OF THE HORN RAPIDS ROAD, 125.1 FEET EAST OF THE CENTER LINE OF THE
 SA1052'EAST LANES OF ROUTE 4, 9 1/2 FEET SOUTH OF POWER LINE POLE 382, 2.1
 SA1052'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 SA1052'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 SA1052'GROUND.
 SA1052
 SA1052                          STATION RECOVERY (1992)
 SA1052
 SA1052'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (MRM)
 SA1052'THE STATION IS LOCATED NORTHEAST OF THE INTERSECTION OF STEVENS ROAD
 SA1052'AND HORN RAPIDS ROAD, WHICH IS LOCATED APPROXIMATELY 5 MI (8.05 KM)
 SA1052'NORTH OF DOWNTOWN RICHLAND. THE STATION IS LOCATED 132 FT (40.23 M)
 SA1052'NORTH OF CENTERLINE OF HORN RAPIDS ROAD, 124 FT (37.80 M) EAST OF THE
 SA1052'CENTER LINE OF THE NORTH BOUND LANES OF STEVENS ROAD, 116 FT (35.36 M)
 SA1052'NORTHEAST OF LIGHT POLE , 31.0 FT (9.45 M) SOUTHWEST OF NO TRESPASSING
 SA1052'SIGN IN TOP OF GRAVEL MOUND, 1.8 FT (0.55 M) NORTHWEST OF CARSONITE
 SA1052'WITNESS POST, AND 1.5 FT (0.46 M) WEST OF CARSONITE WITNESS POST.
 SA1052'STATION PROJECTS 0.1 FT.
 SA1052
 SA1052                          STATION RECOVERY (2004)
 SA1052
 SA1052'RECOVERY NOTE BY GEOCACHING 2004 (GOP)
 SA1052'GPS HANDHELD - N46 21.079 W119 16.989
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1706 ***********************************************************************
 SA1706  DESIGNATION -  B 325
 SA1706  PID         -  SA1706
 SA1706  STATE/COUNTY-  WA/BENTON
 SA1706  USGS QUAD   -  GABLE BUTTE (1986)
 SA1706
 SA1706                         *CURRENT SURVEY CONTROL
 SA1706  ___________________________________________________________________
 SA1706* NAD 83(1986)-  46 35 44.     (N)    119 35 33.     (W)     SCALED    
 SA1706* NAVD 88     -       177.581  (meters)     582.61   (feet)  ADJUSTED  
 SA1706  ___________________________________________________________________
 SA1706  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SA1706  DYNAMIC HT  -         177.594 (meters)     582.66  (feet)  COMP
 SA1706  MODELED GRAV-     980,683.4   (mgal)                       NAVD 88
 SA1706
 SA1706  VERT ORDER  -  SECOND    CLASS 0
 SA1706
 SA1706.The horizontal coordinates were scaled from a topographic map and have
 SA1706.an estimated accuracy of +/- 6 seconds.
 SA1706
 SA1706.The orthometric height was determined by differential leveling
 SA1706.and adjusted by the National Geodetic Survey in June 1991..
 SA1706
 SA1706.The geoid height was determined by GEOID03.
 SA1706
 SA1706.The dynamic height is computed by dividing the NAVD 88
 SA1706.geopotential number by the normal gravity value computed on the
 SA1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1706.degrees latitude (g = 980.6199 gals.).
 SA1706
 SA1706.The modeled gravity was interpolated from observed gravity values.
 SA1706
 SA1706;                    North         East    Units  Estimated Accuracy
 SA1706;SPC WA S     -   140,700.      569,530.      MT  (+/- 180 meters Scaled)
 SA1706
 SA1706                          SUPERSEDED SURVEY CONTROL
 SA1706
 SA1706  NGVD 29 (??/??/92)  176.522  (m)          579.14   (f) ADJ UNCH    2 0
 SA1706
 SA1706.Superseded values are not recommended for survey control.
 SA1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1706.See file dsdata.txt to determine how the superseded data were derived.
 SA1706
 SA1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM014634(NAD 83)
 SA1706_MARKER: DB = BENCH MARK DISK
 SA1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1706_STAMPING: B 325 1949
 SA1706_MARK LOGO: CGS   
 SA1706_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1706+STABILITY: SURFACE MOTION
 SA1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA1706+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1992
 SA1706
 SA1706  HISTORY     - Date     Condition        Report By
 SA1706  HISTORY     - 1949     MONUMENTED       CGS
 SA1706  HISTORY     - 19921112 GOOD             CHANCE
 SA1706
 SA1706                          STATION DESCRIPTION
 SA1706
 SA1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1706'7.3 MI SW FROM WHITE BLUFFS.
 SA1706'2.5 MILES SOUTHWEST ALONG FEDERAL AVENUE FROM THE CHICAGO, MILWAUKEE,
 SA1706'ST. PAUL AND PACIFIC RAILROAD STATION AT WHITE BLUFFS, THENCE 4.8
 SA1706'MILES SOUTHWEST ALONG A GRAVELED ROAD, 0.4 MILE SOUTHWEST OF A POINT
 SA1706'WHERE A DOUBLE POLE POWER LINE CROSSES THE ROAD, ABOUT 0.3 MILE
 SA1706'NORTHWEST (AIRLINE) FROM A LARGE CONCRETE BUILDING, 172 FEET NORTHEAST
 SA1706'OF THE CENTER LINE OF A TRACK ROAD, 53 FEET NORTHWEST OF THE CENTER
 SA1706'LINE OF THE ROAD, 3.7 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 SA1706'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SA1706'ABOVE GROUND.
 SA1706
 SA1706                          STATION RECOVERY (1992)
 SA1706
 SA1706'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (RLH)
 SA1706'THE STATION IS LOCATED APPROXIMATELY 28 MI (45.06 KM) NORTHWEST OF
 SA1706'RICHLAND, WA. TO REACH THE STATION FROM THE WYE BARRICADE (EAST
 SA1706'ENTRANCE TO HANFORD SITE), PROCEED NORTH ON RTE. 2 FOR 0.1 MI (0.16
 SA1706'KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND CONTINUE EAST, THEN
 SA1706'IMMEDIATELY NORTH FOR 7.2 MI (11.59 KM) TO THE JUNCTION OF RTE. 11,
 SA1706'CONTINUE ON RTE. 2 FOR AN ADDITIONAL 7.2 MI (11.59 KM) TO THE
 SA1706'INTERSECTION OF FEDERAL AVENUE, TURN LEFT ON FEDERAL AVENUE AND
 SA1706'CONTINUE FOR 2.5 MI (4.02 KM) TO THE JUNCTION OF RTE. 1, CROSS RTE. 1
 SA1706'AND CONTINUE ON A GRAVEL ROAD FOR AN ADDITIONAL 2.5 MI (4.02 KM) TO A
 SA1706'PAVED ROAD, CROSS PAVED ROAD AND CONTINUE FOR AN ADDITIONAL 1.0 MI
 SA1706'(1.61 KM) TO ANOTHER PAVED ROAD, CROSS PAVED ROAD AND CONTINUE FOR AN
 SA1706'ADDITIONAL 1.3 MI (2.09 KM) TO A HIGH TENSION POWER LINE AND THE
 SA1706'STATION ON THE RIGHT, PROJECTING 0.4 FT (0.12 M),  53 FT (16.15 M)
 SA1706'NORTHWEST OF THE CENTERLINE OF THE ROAD, 3.8 FT (1.16 M) SOUTHWEST OF
 SA1706'A 4X4 WOODEN POST, AND 1.2 FT (0.37 M) SOUTHEAST OF A CARSONITE
 SA1706'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0653 ***********************************************************************
 TR0653  DESIGNATION -  B 327
 TR0653  PID         -  TR0653
 TR0653  STATE/COUNTY-  WA/WHATCOM
 TR0653  USGS QUAD   -  BLAINE (1994)
 TR0653
 TR0653                         *CURRENT SURVEY CONTROL
 TR0653  ___________________________________________________________________
 TR0653* NAD 83(1986)-  48 55 14.     (N)    122 38 46.     (W)     SCALED    
 TR0653* NAVD 88     -        11.612  (meters)      38.10   (feet)  ADJUSTED  
 TR0653  ___________________________________________________________________
 TR0653  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 TR0653  DYNAMIC HT  -          11.615 (meters)      38.11  (feet)  COMP
 TR0653  MODELED GRAV-     980,904.8   (mgal)                       NAVD 88
 TR0653
 TR0653  VERT ORDER  -  FIRST     CLASS I
 TR0653
 TR0653.The horizontal coordinates were scaled from a topographic map and have
 TR0653.an estimated accuracy of +/- 6 seconds.
 TR0653
 TR0653.The orthometric height was determined by differential leveling
 TR0653.and adjusted by the National Geodetic Survey in June 1991..
 TR0653
 TR0653.The geoid height was determined by GEOID03.
 TR0653
 TR0653.The dynamic height is computed by dividing the NAVD 88
 TR0653.geopotential number by the normal gravity value computed on the
 TR0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0653.degrees latitude (g = 980.6199 gals.).
 TR0653
 TR0653.The modeled gravity was interpolated from observed gravity values.
 TR0653
 TR0653;                    North         East    Units  Estimated Accuracy
 TR0653;SPC WA N     -   215,110.      367,150.      MT  (+/- 180 meters Scaled)
 TR0653
 TR0653                          SUPERSEDED SURVEY CONTROL
 TR0653
 TR0653  NGVD 29 (??/??/92)   10.398  (m)           34.11   (f) ADJ UNCH    1 1
 TR0653
 TR0653.Superseded values are not recommended for survey control.
 TR0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0653.See file dsdata.txt to determine how the superseded data were derived.
 TR0653
 TR0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV259186(NAD 83)
 TR0653_MARKER: DB = BENCH MARK DISK
 TR0653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0653_SP_SET: CULVERT
 TR0653_STAMPING: B 327 1952
 TR0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0653+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 TR0653
 TR0653  HISTORY     - Date     Condition        Report By
 TR0653  HISTORY     - 1952     MONUMENTED       CGS
 TR0653  HISTORY     - 1973     GOOD             NGS
 TR0653  HISTORY     - 20030813 GOOD             USPSQD
 TR0653  HISTORY     - 20051101 GOOD             USPSQD
 TR0653
 TR0653                          STATION DESCRIPTION
 TR0653
 TR0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0653'0.35 MI NW FROM CUSTER.
 TR0653'0.35 MILE NORTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0653'CROSSING OF MAIN STREET AT CUSTER, 0.2 MILE NORTHWEST OF THE JUNCTION
 TR0653'OF PORTAL WAY, ARNIE ROAD AND WILLEYS ROAD, 3/4-POLES SOUTHEAST OF THE
 TR0653'SIDING SWITCH, 4 1/2 POLES NORTHWEST OF MILEPOST 112, AT THE NORTHWEST
 TR0653'END OF CUSTER SIDING TRACK, AT THE CROSSING OF A DRAIN DITCH, IN THE
 TR0653'TOP AND 0.7 FOOT NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 TR0653'CONCRETE HEADWALL OF A LARGE TWO CHANNEL CONCRETE BOX CULVERT UNDER
 TR0653'PORTAL WAY, 19 1/2 FEET SOUTHWEST OF THE CENTER LINE OF PORTAL WAY,
 TR0653'66.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, ABOUT 1
 TR0653'FOOT LOWER THAN THE WAY, AND 3 1/2 FEET LOWER THAN THE TRACK. 1/4, SEC
 TR0653'35, T 40N, R 1E.
 TR0653
 TR0653                          STATION RECOVERY (2003)
 TR0653
 TR0653'RECOVERY NOTE BY US POWER SQUADRON 2003 (ME)
 TR0653'RECOVERED IN GOOD CONDITION.
 TR0653
 TR0653                          STATION RECOVERY (2005)
 TR0653
 TR0653'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 TR0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0842 ***********************************************************************
 RZ0842  DESIGNATION -  B 328
 RZ0842  PID         -  RZ0842
 RZ0842  STATE/COUNTY-  WA/WHITMAN
 RZ0842  USGS QUAD   -  UNIONTOWN (1964)
 RZ0842
 RZ0842                         *CURRENT SURVEY CONTROL
 RZ0842  ___________________________________________________________________
 RZ0842* NAD 83(1986)-  46 35 24.     (N)    117 05 51.     (W)     SCALED    
 RZ0842* NAVD 88     -       803.997  (meters)    2637.78   (feet)  ADJUSTED  
 RZ0842  ___________________________________________________________________
 RZ0842  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 RZ0842  DYNAMIC HT  -         803.934 (meters)    2637.57  (feet)  COMP
 RZ0842  MODELED GRAV-     980,508.9   (mgal)                       NAVD 88
 RZ0842
 RZ0842  VERT ORDER  -  SECOND    CLASS 0
 RZ0842
 RZ0842.The horizontal coordinates were scaled from a topographic map and have
 RZ0842.an estimated accuracy of +/- 6 seconds.
 RZ0842
 RZ0842.The orthometric height was determined by differential leveling
 RZ0842.and adjusted by the National Geodetic Survey in June 1991..
 RZ0842
 RZ0842.The geoid height was determined by GEOID03.
 RZ0842
 RZ0842.The dynamic height is computed by dividing the NAVD 88
 RZ0842.geopotential number by the normal gravity value computed on the
 RZ0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0842.degrees latitude (g = 980.6199 gals.).
 RZ0842
 RZ0842.The modeled gravity was interpolated from observed gravity values.
 RZ0842
 RZ0842;                    North         East    Units  Estimated Accuracy
 RZ0842;SPC WA S     -   145,300.      760,650.      MT  (+/- 180 meters Scaled)
 RZ0842
 RZ0842                          SUPERSEDED SURVEY CONTROL
 RZ0842
 RZ0842  NGVD 29 (??/??/92)  802.913  (m)         2634.22   (f) ADJ UNCH    2 0
 RZ0842
 RZ0842.Superseded values are not recommended for survey control.
 RZ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0842.See file dsdata.txt to determine how the superseded data were derived.
 RZ0842
 RZ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM925596(NAD 83)
 RZ0842_MARKER: DB = BENCH MARK DISK
 RZ0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0842_STAMPING: B 328 1952
 RZ0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0842+STABILITY: SURFACE MOTION
 RZ0842
 RZ0842  HISTORY     - Date     Condition        Report By
 RZ0842  HISTORY     - 1952     MONUMENTED       CGS
 RZ0842
 RZ0842                          STATION DESCRIPTION
 RZ0842
 RZ0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0842'2.4 MI NE FROM COLTON.
 RZ0842'1.0 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0842'COLTON, THENCE 1.4 MILES NORTHEAST ALONG A GRADED COUNTY ROAD, 0.2
 RZ0842'MILE WEST OF THE JUNCTION OF THE ENTRANCE TO THE CECIL L. GEIGER
 RZ0842'FARMHOUSE, 119 FEET SOUTHWEST OF THE CENTER OF THE T JUNCTION OF A
 RZ0842'ROAD LEADING NORTH, 59 FEET SOUTH OF A GUY POLE FOR A POWER LINE POLE,
 RZ0842'28 FEET WEST OF THE CENTER LINE OF THE ROAD, 12.5 FEET WEST OF THE
 RZ0842'WEST END OF A 14-INCH CORRUGATED METAL PIPE CULVERT, 2.3 FEET EAST OF
 RZ0842'A FENCE, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 RZ0842'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 RZ0842'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0634 ***********************************************************************
 SW0634  DESIGNATION -  B 33
 SW0634  PID         -  SW0634
 SW0634  STATE/COUNTY-  WA/GRANT
 SW0634  USGS QUAD   -  BABCOCK RIDGE (1966)
 SW0634
 SW0634                         *CURRENT SURVEY CONTROL
 SW0634  ___________________________________________________________________
 SW0634* NAD 83(1986)-  47 13 55.     (N)    119 54 46.     (W)     SCALED    
 SW0634* NAVD 88     -       399.704  (meters)    1311.36   (feet)  ADJUSTED  
 SW0634  ___________________________________________________________________
 SW0634  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 SW0634  DYNAMIC HT  -         399.732 (meters)    1311.45  (feet)  COMP
 SW0634  MODELED GRAV-     980,671.5   (mgal)                       NAVD 88
 SW0634
 SW0634  VERT ORDER  -  FIRST     CLASS II
 SW0634
 SW0634.The horizontal coordinates were scaled from a topographic map and have
 SW0634.an estimated accuracy of +/- 6 seconds.
 SW0634
 SW0634.The orthometric height was determined by differential leveling
 SW0634.and adjusted by the National Geodetic Survey in June 1991..
 SW0634
 SW0634.The geoid height was determined by GEOID03.
 SW0634
 SW0634.The dynamic height is computed by dividing the NAVD 88
 SW0634.geopotential number by the normal gravity value computed on the
 SW0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0634.degrees latitude (g = 980.6199 gals.).
 SW0634
 SW0634.The modeled gravity was interpolated from observed gravity values.
 SW0634
 SW0634;                    North         East    Units  Estimated Accuracy
 SW0634;SPC WA S     -   211,200.      544,470.      MT  (+/- 180 meters Scaled)
 SW0634
 SW0634                          SUPERSEDED SURVEY CONTROL
 SW0634
 SW0634  NGVD 29 (??/??/92)  398.567  (m)         1307.63   (f) ADJ UNCH    1 2
 SW0634
 SW0634.Superseded values are not recommended for survey control.
 SW0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0634.See file dsdata.txt to determine how the superseded data were derived.
 SW0634
 SW0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN795350(NAD 83)
 SW0634_MARKER: DB = BENCH MARK DISK
 SW0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0634_STAMPING: B 33 1933
 SW0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0634+STABILITY: SURFACE MOTION
 SW0634
 SW0634  HISTORY     - Date     Condition        Report By
 SW0634  HISTORY     - 1933     MONUMENTED       CGS
 SW0634  HISTORY     - 1968     GOOD             NGS
 SW0634
 SW0634                          STATION DESCRIPTION
 SW0634
 SW0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0634'IN QUINCY.
 SW0634'2.8 MILES WEST ALONG STATE HIGHWAY 28 FROM INTERSECTION OF STATE
 SW0634'HIGHWAY 28 AND STATE HIGHWAY 281 IN QUINCY, ON THE WESTERN SLOPE OF A
 SW0634'HILL, 40 YARDS NORTH OF THE CENTER OF THE HIGHWAY, ABOUT 12 FEET ABOVE
 SW0634'THE HIGHWAY, 48 FEET SOUTH OF AND 3 FEET LOWER THAN THE SOUTH RAIL, 16
 SW0634'FEET SOUTHEAST OF A TELEGRAPH POLE AND 1 FOOT EAST OF A METAL WITNESS
 SW0634'POST.  A STANDARD DISK SET IN A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0069 ***********************************************************************
 TR0069  DESIGNATION -  B 330
 TR0069  PID         -  TR0069
 TR0069  STATE/COUNTY-  WA/SKAGIT
 TR0069  USGS QUAD   -  BOW (1994)
 TR0069
 TR0069                         *CURRENT SURVEY CONTROL
 TR0069  ___________________________________________________________________
 TR0069* NAD 83(1986)-  48 32 56.     (N)    122 23 13.     (W)     SCALED    
 TR0069* NAVD 88     -         7.324  (meters)      24.03   (feet)  ADJUSTED  
 TR0069  ___________________________________________________________________
 TR0069  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 TR0069  DYNAMIC HT  -           7.326 (meters)      24.04  (feet)  COMP
 TR0069  MODELED GRAV-     980,864.5   (mgal)                       NAVD 88
 TR0069
 TR0069  VERT ORDER  -  FIRST     CLASS I
 TR0069
 TR0069.The horizontal coordinates were scaled from a topographic map and have
 TR0069.an estimated accuracy of +/- 6 seconds.
 TR0069
 TR0069.The orthometric height was determined by differential leveling
 TR0069.and adjusted by the National Geodetic Survey in June 1991..
 TR0069
 TR0069.The geoid height was determined by GEOID03.
 TR0069
 TR0069.The dynamic height is computed by dividing the NAVD 88
 TR0069.geopotential number by the normal gravity value computed on the
 TR0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0069.degrees latitude (g = 980.6199 gals.).
 TR0069
 TR0069.The modeled gravity was interpolated from observed gravity values.
 TR0069
 TR0069;                    North         East    Units  Estimated Accuracy
 TR0069;SPC WA N     -   173,370.      385,310.      MT  (+/- 180 meters Scaled)
 TR0069
 TR0069                          SUPERSEDED SURVEY CONTROL
 TR0069
 TR0069  NGVD 29 (??/??/92)    6.154  (m)           20.19   (f) ADJ UNCH    1 1
 TR0069
 TR0069.Superseded values are not recommended for survey control.
 TR0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0069.See file dsdata.txt to determine how the superseded data were derived.
 TR0069
 TR0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU452774(NAD 83)
 TR0069_MARKER: DB = BENCH MARK DISK
 TR0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0069_SP_SET: CONCRETE BASE
 TR0069_STAMPING: B 330 1952
 TR0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0069
 TR0069  HISTORY     - Date     Condition        Report By
 TR0069  HISTORY     - 1952     MONUMENTED       CGS
 TR0069  HISTORY     - 1973     GOOD             NGS
 TR0069  HISTORY     - 1983     GOOD             USPSQD
 TR0069
 TR0069                          STATION DESCRIPTION
 TR0069
 TR0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0069'6.05 MI NW FROM BURLINGTON.
 TR0069'6.05 MILES NORTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0069'CROSSING OF FAIRHAVEN AVENUE AT BURLINGTON, ABOUT 408 FEET SOUTHEAST
 TR0069'OF AN ABANDON RAILROAD CROSSING, IN THE TOP OF A 2- BY- 2 FOOT
 TR0069'CONCRETE BASE OF A FORMER RAILROAD SIGNAL, PROJECTING 0.2 FOOT ABOVE
 TR0069'THE GROUND, 10.1 FEET NORTHEAST OF THE NORTHEAST RAIL, 34 FEET EAST OF
 TR0069'THE 7TH POLE NORTHWEST AND ACROSS THE TRACK FROM MILEPOLE 78, AND
 TR0069'ABOUT 2 FEET LOWER THAN THE TRACK.  SEC 2, T35N, R 3E.
 TR0069
 TR0069                          STATION RECOVERY (1983)
 TR0069
 TR0069'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0091 ***********************************************************************
 TR0091  DESIGNATION -  B 331
 TR0091  PID         -  TR0091
 TR0091  STATE/COUNTY-  WA/SKAGIT
 TR0091  USGS QUAD   -  MOUNT VERNON (1981)
 TR0091
 TR0091                         *CURRENT SURVEY CONTROL
 TR0091  ___________________________________________________________________
 TR0091* NAD 83(1986)-  48 25 42.     (N)    122 20 12.     (W)     SCALED    
 TR0091* NAVD 88     -        10.925  (meters)      35.84   (feet)  ADJUSTED  
 TR0091  ___________________________________________________________________
 TR0091  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 TR0091  DYNAMIC HT  -          10.928 (meters)      35.85  (feet)  COMP
 TR0091  MODELED GRAV-     980,855.0   (mgal)                       NAVD 88
 TR0091
 TR0091  VERT ORDER  -  FIRST     CLASS I
 TR0091
 TR0091.The horizontal coordinates were scaled from a topographic map and have
 TR0091.an estimated accuracy of +/- 6 seconds.
 TR0091
 TR0091.The orthometric height was determined by differential leveling
 TR0091.and adjusted by the National Geodetic Survey in June 1991..
 TR0091.WARNING-Repeat measurements at this control monument indicate possible
 TR0091.vertical movement.
 TR0091
 TR0091.The geoid height was determined by GEOID03.
 TR0091
 TR0091.The dynamic height is computed by dividing the NAVD 88
 TR0091.geopotential number by the normal gravity value computed on the
 TR0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0091.degrees latitude (g = 980.6199 gals.).
 TR0091
 TR0091.The modeled gravity was interpolated from observed gravity values.
 TR0091
 TR0091;                    North         East    Units  Estimated Accuracy
 TR0091;SPC WA N     -   159,890.      388,760.      MT  (+/- 180 meters Scaled)
 TR0091
 TR0091                          SUPERSEDED SURVEY CONTROL
 TR0091
 TR0091  NGVD 29 (??/??/92)    9.762  (m)           32.03   (f) ADJ UNCH    1 1
 TR0091
 TR0091.Superseded values are not recommended for survey control.
 TR0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0091.See file dsdata.txt to determine how the superseded data were derived.
 TR0091
 TR0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU490641(NAD 83)
 TR0091_MARKER: DB = BENCH MARK DISK
 TR0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0091_SP_SET: FOUNDATION
 TR0091_STAMPING: B 331 1952
 TR0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0091
 TR0091  HISTORY     - Date     Condition        Report By
 TR0091  HISTORY     - 1952     MONUMENTED       CGS
 TR0091  HISTORY     - 1973     GOOD             NGS
 TR0091  HISTORY     - 1983     GOOD             USPSQD
 TR0091  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 TR0091
 TR0091                          STATION DESCRIPTION
 TR0091
 TR0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0091'IN MOUNT VERNON.
 TR0091'AT MOUNT VERNON, 0.65 MILE SOUTHWEST ALONG THE BURLINGTON-NORTHERN
 TR0091'RAILROAD FROM THE STATION, AT THE CROSSING OF FIR STREET, AT THE SHELL
 TR0091'OIL COMPANY BULK PLANT, IN THE TOP AND 0.6 FOOT NORTHEAST OF THE
 TR0091'SOUTHWEST EDGE OF THE HEXAGON SHAPED CONCRETE FOUNDATION OF THE
 TR0091'SHORTEST ONE OF A GROUPE OF 5 FUEL TANKS, 57 1/2 FEET NORTH OF THE
 TR0091'CENTER LINE OF FIR STREET, 84.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 TR0091'OF THE MAIN TRACK, 60.6 FEET WEST OF THE SOUTHWEST CORNER OF THE PLANT
 TR0091'BUILDING, 16.5 FEET SOUTHEAST OF THE NORTHWEST CYCLONE FENCE, AND
 TR0091'ABOUT LEVEL WITH THE TRACK AND STREET.  SEC 18, T 34N, R 4E.
 TR0091
 TR0091                          STATION RECOVERY (1983)
 TR0091
 TR0091'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0091'RECOVERED IN GOOD CONDITION.
 TR0091
 TR0091                          STATION RECOVERY (1989)
 TR0091
 TR0091'RECOVERY NOTE BY US POWER SQUADRON 1989 (EWF)
 TR0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0158 ***********************************************************************
 TR0158  DESIGNATION -  B 332
 TR0158  PID         -  TR0158
 TR0158  STATE/COUNTY-  WA/SNOHOMISH
 TR0158  USGS QUAD   -  STANWOOD (1978)
 TR0158
 TR0158                         *CURRENT SURVEY CONTROL
 TR0158  ___________________________________________________________________
 TR0158* NAD 83(1986)-  48 13 07.     (N)    122 17 50.     (W)     SCALED    
 TR0158* NAVD 88     -         5.369  (meters)      17.61   (feet)  ADJUSTED  
 TR0158  ___________________________________________________________________
 TR0158  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 TR0158  DYNAMIC HT  -           5.370 (meters)      17.62  (feet)  COMP
 TR0158  MODELED GRAV-     980,800.2   (mgal)                       NAVD 88
 TR0158
 TR0158  VERT ORDER  -  FIRST     CLASS I
 TR0158
 TR0158.The horizontal coordinates were scaled from a topographic map and have
 TR0158.an estimated accuracy of +/- 6 seconds.
 TR0158
 TR0158.The orthometric height was determined by differential leveling
 TR0158.and adjusted by the National Geodetic Survey in June 1991..
 TR0158
 TR0158.The geoid height was determined by GEOID03.
 TR0158
 TR0158.The dynamic height is computed by dividing the NAVD 88
 TR0158.geopotential number by the normal gravity value computed on the
 TR0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0158.degrees latitude (g = 980.6199 gals.).
 TR0158
 TR0158.The modeled gravity was interpolated from observed gravity values.
 TR0158
 TR0158;                    North         East    Units  Estimated Accuracy
 TR0158;SPC WA N     -   136,520.      391,230.      MT  (+/- 180 meters Scaled)
 TR0158
 TR0158                          SUPERSEDED SURVEY CONTROL
 TR0158
 TR0158  NGVD 29 (??/??/92)    4.233  (m)           13.89   (f) ADJ UNCH    1 1
 TR0158
 TR0158.Superseded values are not recommended for survey control.
 TR0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0158.See file dsdata.txt to determine how the superseded data were derived.
 TR0158
 TR0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU522408(NAD 83)
 TR0158_MARKER: DB = BENCH MARK DISK
 TR0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0158_SP_SET: CONCRETE POST
 TR0158_STAMPING: B 332 1952
 TR0158_MARK LOGO: CGS   
 TR0158_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0158+STABILITY: SURFACE MOTION
 TR0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0158+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 TR0158
 TR0158  HISTORY     - Date     Condition        Report By
 TR0158  HISTORY     - 1952     MONUMENTED       CGS
 TR0158  HISTORY     - 1973     GOOD             NGS
 TR0158  HISTORY     - 1984     GOOD             USPSQD
 TR0158  HISTORY     - 19910721 GOOD             USPSQD
 TR0158  HISTORY     - 19911231 POOR             WA-061
 TR0158  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR0158
 TR0158                          STATION DESCRIPTION
 TR0158
 TR0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0158'3.0 MI SE FROM STANWOOD.
 TR0158'3.0 MILES SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0158'CROSSING OF 271ST STREET NORTHWEST AT STANWOOD, AT CROSSING 2B52.4 AND
 TR0158'VALDE ROAD, 46.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 34 FEET EAST OF
 TR0158'THE CENTER LINE OF THE ROAD, 75 FEET NORTHEAST AND ACROSS THE ROAD AND
 TR0158'TRACK FROM TELEPHONE POLE A 24, 30 FEET SOUTHEAST OF A POWER LINE GUY
 TR0158'POLE WITH GUY WIRE, 51 1/2 FEET EAST-NORTHEAST AND ACROSS THE ROAD
 TR0158'FROM AN IRON POST SUPPORTING RAILROAD CROSSING SIGN, 1.0 FOOT SOUTH OF
 TR0158'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 TR0158'ABOVE THE GROUND, ABOUT 8 FOOT LOWER THAN THE TRACK, AND ABOUT 5 FOOT
 TR0158'LOWER THAN THE ROAD.  SEC 33, T 32N, R 4E.
 TR0158
 TR0158                          STATION RECOVERY (1984)
 TR0158
 TR0158'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0158'RECOVERED IN GOOD CONDITION.
 TR0158
 TR0158                          STATION RECOVERY (1991)
 TR0158
 TR0158'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 TR0158'RECOVERED IN GOOD CONDITION.
 TR0158
 TR0158                          STATION RECOVERY (1991)
 TR0158
 TR0158'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1991
 TR0158'RECOVERED IN GOOD CONDITION.  THE MARK APPEARS TO HAVE BEEN
 TR0158'DISTURBED, USE WITH CAUTION.
 TR0158
 TR0158                          STATION RECOVERY (2001)
 TR0158
 TR0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0158'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1152 ***********************************************************************
 RZ1152  DESIGNATION -  B 334
 RZ1152  PID         -  RZ1152
 RZ1152  STATE/COUNTY-  WA/GARFIELD
 RZ1152  USGS QUAD   -  POMEROY (1967)
 RZ1152
 RZ1152                         *CURRENT SURVEY CONTROL
 RZ1152  ___________________________________________________________________
 RZ1152* NAD 83(1986)-  46 28 43.     (N)    117 34 18.     (W)     SCALED    
 RZ1152* NAVD 88     -       642.952  (meters)    2109.42   (feet)  ADJUSTED  
 RZ1152  ___________________________________________________________________
 RZ1152  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 RZ1152  DYNAMIC HT  -         642.921 (meters)    2109.32  (feet)  COMP
 RZ1152  MODELED GRAV-     980,546.2   (mgal)                       NAVD 88
 RZ1152
 RZ1152  VERT ORDER  -  SECOND    CLASS 0
 RZ1152
 RZ1152.The horizontal coordinates were scaled from a topographic map and have
 RZ1152.an estimated accuracy of +/- 6 seconds.
 RZ1152
 RZ1152.The orthometric height was determined by differential leveling
 RZ1152.and adjusted by the National Geodetic Survey in June 1991..
 RZ1152
 RZ1152.The geoid height was determined by GEOID03.
 RZ1152
 RZ1152.The dynamic height is computed by dividing the NAVD 88
 RZ1152.geopotential number by the normal gravity value computed on the
 RZ1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1152.degrees latitude (g = 980.6199 gals.).
 RZ1152
 RZ1152.The modeled gravity was interpolated from observed gravity values.
 RZ1152
 RZ1152;                    North         East    Units  Estimated Accuracy
 RZ1152;SPC WA S     -   131,470.      724,800.      MT  (+/- 180 meters Scaled)
 RZ1152
 RZ1152                          SUPERSEDED SURVEY CONTROL
 RZ1152
 RZ1152  NGVD 29 (??/??/92)  641.964  (m)         2106.18   (f) ADJ UNCH    2 0
 RZ1152
 RZ1152.Superseded values are not recommended for survey control.
 RZ1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1152.See file dsdata.txt to determine how the superseded data were derived.
 RZ1152
 RZ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM561473(NAD 83)
 RZ1152_MARKER: DB = BENCH MARK DISK
 RZ1152_SETTING: 80 = SET IN A BOULDER
 RZ1152_SP_SET: IN DRILL HOLE IN A BOULDER
 RZ1152_STAMPING: B 334 1952
 RZ1152_MARK LOGO: CGS   
 RZ1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1152+STABILITY: SURFACE MOTION
 RZ1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1152+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 RZ1152
 RZ1152  HISTORY     - Date     Condition        Report By
 RZ1152  HISTORY     - 1952     MONUMENTED       CGS
 RZ1152  HISTORY     - 1959     GOOD             NGS
 RZ1152  HISTORY     - 19890516 GOOD             NGS
 RZ1152
 RZ1152                          STATION DESCRIPTION
 RZ1152
 RZ1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ1152'2.1 MI E FROM POMEROY.
 RZ1152'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 410 FROM THE COURTHOUSE AT
 RZ1152'POMEROY, THENCE 0.4 MILE NORTHWEST ALONG GOULD CITY-MAYVIEW ROAD, AT
 RZ1152'THE NORTHWEST END OF A CURVE, 61 FEET NORTH OF THE CENTER OF THE Y
 RZ1152'JUNCTION OF A GRAVEL ROAD LEADING EAST, IN THE TOP OF A 2- BY 3-FOOT
 RZ1152'BOULDER WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, 38 FEET NORTHEAST OF
 RZ1152'THE CENTER LINE OF THE ROAD, 30.0 FEET NORTH OF THE CENTER OF THE EAST
 RZ1152'END OF A 24-INCH PIPE CULVERT UNDER GOULD CITY-MAYVIEW ROAD, 19 FEET
 RZ1152'NORTHWEST OF THE WEST END OF A WIRE GATE, 0.8 FOOT SOUTHWEST OF A
 RZ1152'FENCE, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 RZ1152
 RZ1152                          STATION RECOVERY (1989)
 RZ1152
 RZ1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RZ1152'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST OF POMEROY, AT THE
 RZ1152'ENTRANCE TO A ROCK PIT AND ON COUNTY ROAD RIGHT-OF-WAY.
 RZ1152'TO REACH FROM THE COURTHOUSE IN POMEROY, GO EAST ON US HIGHWAY 12 FOR
 RZ1152'2.74 KM (1.70 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON THE
 RZ1152'GOULD CITY-MAYVIEW ROAD FOR 0.64 KM (0.40 MI) TO A SIDE ROAD RIGHT
 RZ1152'AND THE STATION ON THE RIGHT.
 RZ1152'THE MARK IS SET IN A DRILL HOLE IN A 2X3 FOOT BOULDER THAT PROJECTS
 RZ1152'0.12 M (0.39 FT) ABOVE THE GROUND SURFACE.  IT IS 11.6 M (38.1 FT)
 RZ1152'NORTHEAST OF THE CENTER OF THE COUNTY ROAD, 7.6 M (24.9 FT) NORTH OF
 RZ1152'THE CENTER OF THE SIDE ROAD LEADING TO THE ROCK PIT AND 1.5 M
 RZ1152'(4.9 FT) HIGHER THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0720 ***********************************************************************
 RZ0720  DESIGNATION -  B 335
 RZ0720  PID         -  RZ0720
 RZ0720  STATE/COUNTY-  WA/WHITMAN
 RZ0720  USGS QUAD   -  ALMOTA (1975)
 RZ0720
 RZ0720                         *CURRENT SURVEY CONTROL
 RZ0720  ___________________________________________________________________
 RZ0720* NAD 83(1986)-  46 42 59.     (N)    117 28 08.     (W)     SCALED    
 RZ0720* NAVD 88     -       327.094  (meters)    1073.14   (feet)  ADJUSTED  
 RZ0720  ___________________________________________________________________
 RZ0720  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 RZ0720  DYNAMIC HT  -         327.078 (meters)    1073.09  (feet)  COMP
 RZ0720  MODELED GRAV-     980,556.6   (mgal)                       NAVD 88
 RZ0720
 RZ0720  VERT ORDER  -  SECOND    CLASS 0
 RZ0720
 RZ0720.The horizontal coordinates were scaled from a topographic map and have
 RZ0720.an estimated accuracy of +/- 6 seconds.
 RZ0720
 RZ0720.The orthometric height was determined by differential leveling
 RZ0720.and adjusted by the National Geodetic Survey in June 1991..
 RZ0720
 RZ0720.The geoid height was determined by GEOID03.
 RZ0720
 RZ0720.The dynamic height is computed by dividing the NAVD 88
 RZ0720.geopotential number by the normal gravity value computed on the
 RZ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0720.degrees latitude (g = 980.6199 gals.).
 RZ0720
 RZ0720.The modeled gravity was interpolated from observed gravity values.
 RZ0720
 RZ0720;                    North         East    Units  Estimated Accuracy
 RZ0720;SPC WA S     -   158,180.      731,680.      MT  (+/- 180 meters Scaled)
 RZ0720
 RZ0720                          SUPERSEDED SURVEY CONTROL
 RZ0720
 RZ0720  NGVD 29 (??/??/92)  326.079  (m)         1069.81   (f) ADJ UNCH    2 0
 RZ0720
 RZ0720.Superseded values are not recommended for survey control.
 RZ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0720.See file dsdata.txt to determine how the superseded data were derived.
 RZ0720
 RZ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM641737(NAD 83)
 RZ0720_MARKER: DB = BENCH MARK DISK
 RZ0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0720_SP_SET: CULVERT
 RZ0720_STAMPING: B 335 1952
 RZ0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0720
 RZ0720  HISTORY     - Date     Condition        Report By
 RZ0720  HISTORY     - 1952     MONUMENTED       CGS
 RZ0720  HISTORY     - 1970     MARK NOT FOUND   NGS
 RZ0720
 RZ0720                          STATION DESCRIPTION
 RZ0720
 RZ0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0720'1.8 MI N FROM ALMOTA.
 RZ0720'1.8 MILES NORTH ALONG A GRAVEL ROAD FROM THE CAMAS PRAIRIE RAILROAD
 RZ0720'STATION AT ALMOTA, IN THE TOP OF THE APPROXIMATE CENTER OF A 2- X
 RZ0720'2-FOOT LEDGE OF A ROCK CUT, 73 FEET NORTHEAST OF THE NORTHWEST END OF
 RZ0720'AN 18-INCH CORRUGATED METAL PIPE CULVERT, 16 FEET NORTHWEST OF THE
 RZ0720'CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD. NOTE--
 RZ0720'RD WIDENED AND REALIGNED.
 RZ0720
 RZ0720                          STATION RECOVERY (1970)
 RZ0720
 RZ0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RZ0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0309 ***********************************************************************
 SA0309  DESIGNATION -  B 336
 SA0309  PID         -  SA0309
 SA0309  STATE/COUNTY-  WA/WALLA WALLA
 SA0309  USGS QUAD   -  WALLULA (1992)
 SA0309
 SA0309                         *CURRENT SURVEY CONTROL
 SA0309  ___________________________________________________________________
 SA0309* NAD 83(1986)-  46 05 00.     (N)    118 54 33.     (W)     SCALED    
 SA0309* NAVD 88     -       109.633  (meters)     359.69   (feet)  ADJUSTED  
 SA0309  ___________________________________________________________________
 SA0309  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SA0309  DYNAMIC HT  -         109.635 (meters)     359.69  (feet)  COMP
 SA0309  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 SA0309
 SA0309  VERT ORDER  -  FIRST     CLASS II
 SA0309
 SA0309.The horizontal coordinates were scaled from a topographic map and have
 SA0309.an estimated accuracy of +/- 6 seconds.
 SA0309
 SA0309.The orthometric height was determined by differential leveling
 SA0309.and adjusted by the National Geodetic Survey in June 1991..
 SA0309
 SA0309.The geoid height was determined by GEOID03.
 SA0309
 SA0309.The dynamic height is computed by dividing the NAVD 88
 SA0309.geopotential number by the normal gravity value computed on the
 SA0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0309.degrees latitude (g = 980.6199 gals.).
 SA0309
 SA0309.The modeled gravity was interpolated from observed gravity values.
 SA0309
 SA0309;                    North         East    Units  Estimated Accuracy
 SA0309;SPC WA S     -    84,600.      623,030.      MT  (+/- 180 meters Scaled)
 SA0309
 SA0309                          SUPERSEDED SURVEY CONTROL
 SA0309
 SA0309  NGVD 29 (??/??/92)  108.623  (m)          356.37   (f) ADJ UNCH    1 2
 SA0309
 SA0309.Superseded values are not recommended for survey control.
 SA0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0309.See file dsdata.txt to determine how the superseded data were derived.
 SA0309
 SA0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM523050(NAD 83)
 SA0309_MARKER: DD = SURVEY DISK
 SA0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0309_STAMPING: B 336 1951
 SA0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0309+STABILITY: SURFACE MOTION
 SA0309
 SA0309  HISTORY     - Date     Condition        Report By
 SA0309  HISTORY     - 1951     MONUMENTED       DOD
 SA0309  HISTORY     - 1963     MARK NOT FOUND   USGS
 SA0309
 SA0309                          STATION DESCRIPTION
 SA0309
 SA0309'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 SA0309'1.6 MI N FROM WALLULA.
 SA0309'1.6 MILES NORTH ALONG U.S. HIGHWAY 410 FROM THE OLD CONCRETE BRIDGE
 SA0309'OVER WALLA WALLA RIVER AT WALLULA, WALLA WALLA COUNTY, ON THE
 SA0309'SOUTHEAST SLOPE OF A SMALL KNOLL, 109.5 FEET SOUTHWEST ON THE
 SA0309'CENTERLINE OF THE HIGHWAY, 69 FEET SOUTHWEST OF A FENCE, 3.2 FEET
 SA0309'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND 2-1/2 FEET HIGHER THAN
 SA0309'THE HIGHWAY.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 SA0309'B 336 1951 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 SA0309'ABOVE GROUND.  NOTE-- THE MARK WAS NOT FOUND DUE TO CONSTRUCTION OF
 SA0309'NEW RAILROAD AND HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0528 ***********************************************************************
 SW0528  DESIGNATION -  B 34
 SW0528  PID         -  SW0528
 SW0528  STATE/COUNTY-  WA/GRANT
 SW0528  USGS QUAD   -  WHEELER (1956)
 SW0528
 SW0528                         *CURRENT SURVEY CONTROL
 SW0528  ___________________________________________________________________
 SW0528* NAD 83(1986)-  47 08 01.     (N)    119 10 29.     (W)     SCALED    
 SW0528* NAVD 88     -       389.628  (meters)    1278.30   (feet)  ADJUSTED  
 SW0528  ___________________________________________________________________
 SW0528  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 SW0528  DYNAMIC HT  -         389.654 (meters)    1278.39  (feet)  COMP
 SW0528  MODELED GRAV-     980,669.8   (mgal)                       NAVD 88
 SW0528
 SW0528  VERT ORDER  -  FIRST     CLASS II
 SW0528
 SW0528.The horizontal coordinates were scaled from a topographic map and have
 SW0528.an estimated accuracy of +/- 6 seconds.
 SW0528
 SW0528.The orthometric height was determined by differential leveling
 SW0528.and adjusted by the National Geodetic Survey in June 1991..
 SW0528
 SW0528.The geoid height was determined by GEOID03.
 SW0528
 SW0528.The dynamic height is computed by dividing the NAVD 88
 SW0528.geopotential number by the normal gravity value computed on the
 SW0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0528.degrees latitude (g = 980.6199 gals.).
 SW0528
 SW0528.The modeled gravity was interpolated from observed gravity values.
 SW0528
 SW0528;                    North         East    Units  Estimated Accuracy
 SW0528;SPC WA S     -   200,950.      600,540.      MT  (+/- 180 meters Scaled)
 SW0528
 SW0528                          SUPERSEDED SURVEY CONTROL
 SW0528
 SW0528  NGVD 29 (??/??/92)  388.481  (m)         1274.54   (f) ADJ UNCH    1 2
 SW0528
 SW0528.Superseded values are not recommended for survey control.
 SW0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0528.See file dsdata.txt to determine how the superseded data were derived.
 SW0528
 SW0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN350223(NAD 83)
 SW0528_MARKER: DB = BENCH MARK DISK
 SW0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0528_STAMPING: B 34 1933
 SW0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0528+STABILITY: SURFACE MOTION
 SW0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW0528+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 SW0528
 SW0528  HISTORY     - Date     Condition        Report By
 SW0528  HISTORY     - 1933     MONUMENTED       CGS
 SW0528  HISTORY     - 1968     GOOD             NGS
 SW0528  HISTORY     - 20030419 GOOD             USPSQD
 SW0528
 SW0528                          STATION DESCRIPTION
 SW0528
 SW0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0528'IN WHEELER.
 SW0528'AT WHEELER, 0.1 MILE NORTH OF THE HIGHWAY, 77 YARDS NORTH OF THE
 SW0528'RAILROAD DEPOT, 47 YARDS SOUTH OF A ROAD CROSSING NEAR A STOCK LOADING
 SW0528'CHUTE, 40.2 FEET WEST OF THE TRACK, 4 FEET SOUTH OF A TELEPHONE POLE,
 SW0528'ONE FOOT LOWER THAN THE TRACK AND ONE FOOT WEST OF A METAL WITNESS
 SW0528'POST, A STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 SW0528'INCHES.
 SW0528
 SW0528                          STATION RECOVERY (2003)
 SW0528
 SW0528'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEL)
 SW0528'TELEPHONE POLE, RAILROAD STATION AND STOCK LOADING CHUTE ALL GONE.
 SW0528'LOCATION AID OF GPS WITH COOR READINGS OF N47 08 01.3 W119 10 29.4
 SW0528'THE MARK IS APPROX 47 YARDS SOUTH OF NE 4TH STREET WHICH CROSSES OVER
 SW0528'THE RAILROAD TRACK AND IS .28 MILES NORTH OF WHEELER ROAD ALSO CALLED
 SW0528'NE 3RD STREET.
 SW0528' 
 SW0528'REACHED BY TURNING NORTH OFF WHEELER ROAD ONTO RRONT STREET AND IS 40
 SW0528'FEET WEST OF THE TRACK..  WITNESS POST IS BULLET RIDDEN BUT STILL
 SW0528'STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB0698 ***********************************************************************
 RB0698  CBN         -  This is a Cooperative Base Network Control Station.
 RB0698  DESIGNATION -  B 340
 RB0698  PID         -  RB0698
 RB0698  STATE/COUNTY-  WA/BENTON
 RB0698  USGS QUAD   -  UMATILLA (1993)
 RB0698
 RB0698                         *CURRENT SURVEY CONTROL
 RB0698  ___________________________________________________________________
 RB0698* NAD 83(1998)-  45 56 40.23582(N)    119 18 01.31837(W)     ADJUSTED  
 RB0698* NAVD 88     -       111.046  (meters)     364.32   (feet)  ADJUSTED  
 RB0698  ___________________________________________________________________
 RB0698  X           -  -2,174,261.380 (meters)                     COMP
 RB0698  Y           -  -3,874,430.185 (meters)                     COMP
 RB0698  Z           -   4,561,025.118 (meters)                     COMP
 RB0698  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 RB0698  ELLIP HEIGHT-          89.35  (meters)          (03/21/00) GPS OBS
 RB0698  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 RB0698  DYNAMIC HT  -         111.047 (meters)     364.33  (feet)  COMP
 RB0698  MODELED GRAV-     980,620.1   (mgal)                       NAVD 88
 RB0698
 RB0698  HORZ ORDER  -  A
 RB0698  VERT ORDER  -  FIRST     CLASS II
 RB0698  ELLP ORDER  -  THIRD     CLASS II
 RB0698
 RB0698.The horizontal coordinates were established by GPS observations
 RB0698.and adjusted by the National Geodetic Survey in March 2000..
 RB0698.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RB0698.DATUM ITEM on the data sheet items page.
 RB0698
 RB0698.The orthometric height was determined by differential leveling
 RB0698.and adjusted by the National Geodetic Survey in June 1991..
 RB0698
 RB0698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RB0698
 RB0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB0698
 RB0698.The ellipsoidal height was determined by GPS observations
 RB0698.and is referenced to NAD 83.
 RB0698
 RB0698.The geoid height was determined by GEOID03.
 RB0698
 RB0698.The dynamic height is computed by dividing the NAVD 88
 RB0698.geopotential number by the normal gravity value computed on the
 RB0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0698.degrees latitude (g = 980.6199 gals.).
 RB0698
 RB0698.The modeled gravity was interpolated from observed gravity values.
 RB0698
 RB0698;                    North         East     Units Scale Factor Converg.
 RB0698;SPC WA S     -    68,639.810   593,014.683   MT  0.99997665   +0 52 17.1
 RB0698;SPC WA S     -   225,195.78  1,945,582.34   sFT  0.99997665   +0 52 17.1
 RB0698;SPC OR N     -   253,817.595 2,593,015.755   MT  0.99998636   +0 51 02.7
 RB0698;SPC OR N     -   832,734.89  8,507,269.54   iFT  0.99998636   +0 51 02.7
 RB0698;UTM  11      - 5,090,455.178   321,700.862   MT  0.99999083   -1 39 13.1
 RB0698
 RB0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB0698!SPC WA S     -   0.99998599  x   0.99997665  =   0.99996264
 RB0698!SPC OR N     -   0.99998599  x   0.99998636  =   0.99997235
 RB0698!UTM  11      -   0.99998599  x   0.99999083  =   0.99997682
 RB0698
 RB0698                          SUPERSEDED SURVEY CONTROL
 RB0698
 RB0698  NAD 83(1991)-  45 56 40.23457(N)    119 18 01.31790(W) AD(       ) B
 RB0698  ELLIP H (05/29/91)   89.44   (m)                       GP(       ) 4 1
 RB0698  NAVD 88 (11/01/99)  111.05   (m)          364.3    (f) LEVELING    3  
 RB0698  NGVD 29 (??/??/92)  110.045  (m)          361.04   (f) ADJ UNCH    1 2
 RB0698
 RB0698.Superseded values are not recommended for survey control.
 RB0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0698.See file dsdata.txt to determine how the superseded data were derived.
 RB0698
 RB0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL2170190455(NAD 83)
 RB0698_MARKER: DB = BENCH MARK DISK
 RB0698_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RB0698_SP_SET: FLOOD WALL
 RB0698_STAMPING: B 340 1951
 RB0698_MARK LOGO: CGS   
 RB0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0698+STABILITY: SURFACE MOTION
 RB0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB0698+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1998
 RB0698
 RB0698  HISTORY     - Date     Condition        Report By
 RB0698  HISTORY     - 1951     MONUMENTED       CGS
 RB0698  HISTORY     - 19891115 GOOD             NGS
 RB0698  HISTORY     - 19901127 GOOD
 RB0698  HISTORY     - 19920819 GOOD             NGS
 RB0698  HISTORY     - 19980330 GOOD             WADT
 RB0698
 RB0698                          STATION DESCRIPTION
 RB0698
 RB0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RB0698'IN MCNARY DAM.
 RB0698'AT MCNARY DAM, BENTON COUNTY, AT THE EXTREME NORTH END OF THE DAM, ON
 RB0698'THE SPOKANE, PORTLAND AND SEATTLE RAILWAY, AT THE CONCRETE STOP LOG
 RB0698'STRUCTURE ACROSS THE TRACKS, IN THE CENTER OF THE TOP OF THE
 RB0698'STRUCTURE, 24 FEET SOUTH OF THE SOUTH RAIL, 14.5 FEET SOUTH OF THE
 RB0698'SOUTH STOP LOG SLOT, AND 8.8 FEET HIGHER THAN THE TRACK.  A STANDARD
 RB0698'DISK, STAMPED B 340 1951.
 RB0698
 RB0698                          STATION RECOVERY (1989)
 RB0698
 RB0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RB0698'THE STATION IS LOCATED ABOUT 51.5 KM (32.0 MI) WEST-SOUTHWEST OF
 RB0698'TOUCHET, 48.3 KM (30.0 MI) EAST OF ALDERDALE, 45.1 KM (28.0 MI)
 RB0698'SOUTHEAST OF PROSSER, 11.3 KM (7.0 MI) NORTH OPF HERMISTON AND AT THE
 RB0698'MCNARY DAM.
 RB0698'TO REACH FROM THE POST OFFICE IN PLYMOUTH, GO NORTH FOR 0.97 KM
 RB0698'(0.60 MI) TO THE JUNCTION OF STATE ROUTE 14.  TURN RIGHT AND GO EAST
 RB0698'ON STATE ROUTE 14 FOR 1.29 KM (0.80 MI) TO THE OVERPASS OF INTERSTATE
 RB0698'HIGHWAY 82.  CONTINUE EASTERLY ON THE SURFACED ROAD FOR 2.25 KM
 RB0698'(1.40 MI) TO A RAILROAD OVERPASS.  CONTINUE EASTERLY ON THE SURFACED
 RB0698'ROAD FOR 0.64 KM (0.40 MI) TO A BOAT LAUNCH PARKING AREA.  TURN LEFT
 RB0698'AND GO NORTH ON THE TRACK RAOD FOR 0.16 KM (0.10 MI) TO THE RAILROAD
 RB0698'TRACK AND THE STATION ON THE RIGHT.
 RB0698'THE MARK IS SET IN A DRILL HOLE IN THE SOUTH CONCRETE WALL OF AN
 RB0698'EMERGENCY FLOOD GATE ACROSS THE RAILROAD TRACK.  IT IS 19.2 M
 RB0698'(63.0 FT) NORTH OF THE RIGHT-OF-WAY FENCE, 7.3 M (24.0 FT) SOUTH OF
 RB0698'THE SOUTH RAIL OF THE BURLINGTON-NORTHERN RAILROAD, 4.4 M (14.4 FT)
 RB0698'SOUTH OF THE SOUTH END OF THE TIMBER SLOT AND 2.7 M (8.9 FT) ABOVE THE
 RB0698'TRACK.
 RB0698
 RB0698                          STATION RECOVERY (1990)
 RB0698
 RB0698'RECOVERED 1990
 RB0698'RECOVERED IN GOOD CONDITION.
 RB0698
 RB0698                          STATION RECOVERY (1992)
 RB0698
 RB0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 RB0698'STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) EAST OF THE JUNCTION OF
 RB0698'INTERSTATE HIGHWAY 82 AND STATE HIGHWAY 14 (1 KM EAST OF PLYMOUTH),
 RB0698'0.5 KM (0.3 MI) NORTH OF THE COLUMBIA RIVER, AT THE EXTREME NORTH
 RB0698'END OF THE MCNARY LOCK AND DAM, IN THE SOUTH END OF THE SOUTH FLOOD
 RB0698'WALL ACROSS THE RAILROAD TRACK.  OWNERSHIP--US CORPS OF ENGINEERS.
 RB0698'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF HIGHWAYS 14 AND 82, GO
 RB0698'EAST ON THE PAVED ROAD FOR 2.16 KM (1.34 MI) TO A RAILROAD
 RB0698'OVERPASS. CONTINUE AHEAD FOR 0.75 KM (0.47 MI) TO A FORK JUST
 RB0698'BEFORE REACHING DAM.  BEAR LEFT INTO GRAVEL PARKING AREA FOR 20 M
 RB0698'(65.6 FT) TO NORTH CURB OF LOT.  WALK NORTHEAST ON DIM TRACK ROAD
 RB0698'FOR 150 M (492.1 FT) TO THE WALL AND STATION.
 RB0698'STATION MARK IS SET FLUSH IN A DRILL HOLE ADJACENT TO THE ROCK LEVEE
 RB0698'OF THE DAM, ABOUT 3 M (9.8 FT) ABOVE THE TRACK.  IT IS 7.7 M
 RB0698'(25.3 FT) SOUTH OF THE SOUTH RAIL OF TRACK, 4.6 M (15.1 FT)
 RB0698'SOUTH OF THE NORTH END OF THE FLOODGATE WALL, AND 1 M (3.3 FT)
 RB0698'NORTH OF THE ROCK LEVEE.
 RB0698
 RB0698                          STATION RECOVERY (1998)
 RB0698
 RB0698'RECOVERY NOTE BY WA DEPT OF TRANSP 1998
 RB0698'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) EAST OF THE JUNCTION OF
 RB0698'INTERSTATE HIGHWAY 82 AND STATE HIGHWAY 14 (1 KM EAST OF PLYMOUTH) ,
 RB0698'0.5 KM (0.30 MI) NORTH OF THE COLUMBIA RIVER, AT THE EXTREME NORTH END
 RB0698'OF THE MCNARY LOCK AND DAM, IN THE SOUTH END OF THE SOUTH FLOOD WALL
 RB0698'ACROSS THE RAILROAD TRACK.  OWNERSHIP - U.S.  ARMY CORPS OF ENGINEERS.
 RB0698'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF HIGHWAYS 82 AND 14, GO
 RB0698'EAST ON THE PAVED ROAD FOR 2.16 KM (1.35 MI) TO A RAILROAD OVERPASS.
 RB0698'CONTINUE AHEAD FOR 0.75 KM (0.45 MI) TO A FORK JUST BEFORE REACHING
 RB0698'THE DAM.  BEAR LEFT INTO GRAVEL PARKING AREA FOR 20 M (65.6 FT) TO THE
 RB0698'NORTH CURB OF THE LOT.  WALK NORTHEAST ON A DIM TRACK ROAD FOR 150 M
 RB0698'(492.1 FT) TO THE FLOOD WALL AND STATION.  THE STATION MARK IS SET IN
 RB0698'A DRILL HOLE ADJACENT TO THE ROCK LEVEE OF THE DAM.  IT IS, 7.4 M
 RB0698'(24.3 FT) SOUTH OF THE SOUTH RAIL OF THE TRACK, 4.4 M (14.4 FT) SOUTH
 RB0698'OF THE NORTH END OF THE FLOODGATE WALL, 2.71 M (8.89 FT) ABOVE GROUND
 RB0698'LEVEL AND 1 M (3.3 FT) NORTH OF THE ROCK LEVEE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0220 ***********************************************************************
 SA0220  DESIGNATION -  B 341
 SA0220  PID         -  SA0220
 SA0220  STATE/COUNTY-  WA/WALLA WALLA
 SA0220  USGS QUAD   -  PRESCOTT (1967)
 SA0220
 SA0220                         *CURRENT SURVEY CONTROL
 SA0220  ___________________________________________________________________
 SA0220* NAD 83(1986)-  46 17 59.     (N)    118 22 18.     (W)     SCALED    
 SA0220* NAVD 88     -       299.353  (meters)     982.13   (feet)  ADJUSTED  
 SA0220  ___________________________________________________________________
 SA0220  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SA0220  DYNAMIC HT  -         299.344 (meters)     982.10  (feet)  COMP
 SA0220  MODELED GRAV-     980,577.9   (mgal)                       NAVD 88
 SA0220
 SA0220  VERT ORDER  -  SECOND    CLASS 0
 SA0220
 SA0220.The horizontal coordinates were scaled from a topographic map and have
 SA0220.an estimated accuracy of +/- 6 seconds.
 SA0220
 SA0220.The orthometric height was determined by differential leveling
 SA0220.and adjusted by the National Geodetic Survey in June 1991..
 SA0220
 SA0220.The geoid height was determined by GEOID03.
 SA0220
 SA0220.The dynamic height is computed by dividing the NAVD 88
 SA0220.geopotential number by the normal gravity value computed on the
 SA0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0220.degrees latitude (g = 980.6199 gals.).
 SA0220
 SA0220.The modeled gravity was interpolated from observed gravity values.
 SA0220
 SA0220;                    North         East    Units  Estimated Accuracy
 SA0220;SPC WA S     -   109,630.      663,940.      MT  (+/- 180 meters Scaled)
 SA0220
 SA0220                          SUPERSEDED SURVEY CONTROL
 SA0220
 SA0220  NGVD 29 (??/??/92)  298.384  (m)          978.95   (f) ADJ UNCH    2 0
 SA0220
 SA0220.Superseded values are not recommended for survey control.
 SA0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0220.See file dsdata.txt to determine how the superseded data were derived.
 SA0220
 SA0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM943282(NAD 83)
 SA0220_MARKER: DB = BENCH MARK DISK
 SA0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0220_STAMPING: B 341 1952
 SA0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0220+STABILITY: SURFACE MOTION
 SA0220
 SA0220  HISTORY     - Date     Condition        Report By
 SA0220  HISTORY     - 1952     MONUMENTED       CGS
 SA0220  HISTORY     - 1983     GOOD             NGS
 SA0220  HISTORY     - 20040307 GOOD             GEOCAC
 SA0220
 SA0220                          STATION DESCRIPTION
 SA0220
 SA0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SA0220'2.7 MI W FROM PRESCOTT.
 SA0220'1.3 MILES WEST ALONG STATE HIGHWAY 3 E FROM THE POST OFFICE AT
 SA0220'PRESCOTT, THENCE 1.4 MILES WEST ALONG STATE HIGHWAY 3 D, 30 FEET
 SA0220'NORTHEAST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 27
 SA0220'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 10.5 FEET NORTHWEST OF A
 SA0220'24-INCH CONCRETE PIPE CULVERT, 2 1/2 FEET WEST OF A POWER LINE POLE
 SA0220'WITH A TRANSFORMER, 1.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 SA0220'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SA0220'ABOVE THE GROUND.
 SA0220
 SA0220                          STATION RECOVERY (1983)
 SA0220
 SA0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SA0220'0.08 KM (0.05 MI) NORTH OF THE POST OFFICE IN PRESCOTT THENCE 4.3 KM
 SA0220'(2.7 MI) EAST ALONG STATE HIGHWAY 124 TO THE MARK ON THE RIGHT. 8.2 M
 SA0220'(27 FT) NORTH OF THE CENTER OF THE HIGHWAY 2.7 M (8 FT) NORTHWEST OF
 SA0220'A CULVERT 6.76 M (2.5 FT) WEST OF A POWER POLE.
 SA0220
 SA0220                          STATION RECOVERY (2004)
 SA0220
 SA0220'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0220'FOUND IN GOOD CONDITION 12 INCHES BELOW SURFACE. 3.5 FEET SOUTHWEST
 SA0220'FROM POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0815 ***********************************************************************
 RZ0815  DESIGNATION -  B 34102
 RZ0815  PID         -  RZ0815
 RZ0815  STATE/COUNTY-  WA/WHITMAN
 RZ0815  USGS QUAD   -  VIOLA (1964)
 RZ0815
 RZ0815                         *CURRENT SURVEY CONTROL
 RZ0815  ___________________________________________________________________
 RZ0815* NAD 83(1986)-  46 48 26.     (N)    117 02 51.     (W)     SCALED    
 RZ0815* NAVD 88     -       854.428  (meters)    2803.24   (feet)  ADJUSTED  
 RZ0815  ___________________________________________________________________
 RZ0815  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 RZ0815  DYNAMIC HT  -         854.361 (meters)    2803.02  (feet)  COMP
 RZ0815  MODELED GRAV-     980,506.9   (mgal)                       NAVD 88
 RZ0815
 RZ0815  VERT ORDER  -  SECOND    CLASS 0
 RZ0815
 RZ0815.The horizontal coordinates were scaled from a topographic map and have
 RZ0815.an estimated accuracy of +/- 6 seconds.
 RZ0815
 RZ0815.The orthometric height was determined by differential leveling
 RZ0815.and adjusted by the National Geodetic Survey in June 1991..
 RZ0815
 RZ0815.The geoid height was determined by GEOID03.
 RZ0815
 RZ0815.The dynamic height is computed by dividing the NAVD 88
 RZ0815.geopotential number by the normal gravity value computed on the
 RZ0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0815.degrees latitude (g = 980.6199 gals.).
 RZ0815
 RZ0815.The modeled gravity was interpolated from observed gravity values.
 RZ0815
 RZ0815;                    North         East    Units  Estimated Accuracy
 RZ0815;SPC WA S     -   169,590.      763,420.      MT  (+/- 180 meters Scaled)
 RZ0815
 RZ0815                          SUPERSEDED SURVEY CONTROL
 RZ0815
 RZ0815  NGVD 29 (??/??/92)  853.307  (m)         2799.56   (f) ADJ UNCH    2 0
 RZ0815
 RZ0815.Superseded values are not recommended for survey control.
 RZ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0815.See file dsdata.txt to determine how the superseded data were derived.
 RZ0815
 RZ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM963837(NAD 83)
 RZ0815_MARKER: DD = SURVEY DISK
 RZ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0815_STAMPING: B 34102
 RZ0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0815+STABILITY: SURFACE MOTION
 RZ0815
 RZ0815  HISTORY     - Date     Condition        Report By
 RZ0815  HISTORY     - UNK      MONUMENTED
 RZ0815  HISTORY     - 1952     GOOD             NGS
 RZ0815
 RZ0815                          STATION DESCRIPTION
 RZ0815
 RZ0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0815'5.9 MI N FROM MOSCOW, ID.
 RZ0815'5.9 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RZ0815'MOSCOW, ON THE TOP OF A LONG HIGH RIDGE PARALLELING THE TRACK, ON THE
 RZ0815'OUTSIDE OF A CURVE, 10 POLES NORTHWEST OF MILEPOLE 85, 63 1/2 FEET
 RZ0815'WEST OF THE CENTER LINE OF THE TRACK, 36 FEET EAST OF A FENCE, 4 1/2
 RZ0815'FEET SOUTH OF A TELEGRAPH POLE, 2.3 FEET NORTH OF A WITNESS POST,
 RZ0815'ABOUT 35 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 RZ0815'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0807 ***********************************************************************
 RZ0807  DESIGNATION -  B 34120 WAGS
 RZ0807  PID         -  RZ0807
 RZ0807  STATE/COUNTY-  WA/WHITMAN
 RZ0807  USGS QUAD   -  PALOUSE (1975)
 RZ0807
 RZ0807                         *CURRENT SURVEY CONTROL
 RZ0807  ___________________________________________________________________
 RZ0807* NAD 83(1986)-  46 53 02.     (N)    117 04 16.     (W)     SCALED    
 RZ0807* NAVD 88     -       796.989  (meters)    2614.79   (feet)  ADJUSTED  
 RZ0807  ___________________________________________________________________
 RZ0807  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 RZ0807  DYNAMIC HT  -         796.936 (meters)    2614.61  (feet)  COMP
 RZ0807  MODELED GRAV-     980,520.9   (mgal)                       NAVD 88
 RZ0807
 RZ0807  VERT ORDER  -  SECOND    CLASS 0
 RZ0807
 RZ0807.The horizontal coordinates were scaled from a topographic map and have
 RZ0807.an estimated accuracy of +/- 6 seconds.
 RZ0807
 RZ0807.The orthometric height was determined by differential leveling
 RZ0807.and adjusted by the National Geodetic Survey in June 1991..
 RZ0807
 RZ0807.The geoid height was determined by GEOID03.
 RZ0807
 RZ0807.The dynamic height is computed by dividing the NAVD 88
 RZ0807.geopotential number by the normal gravity value computed on the
 RZ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0807.degrees latitude (g = 980.6199 gals.).
 RZ0807
 RZ0807.The modeled gravity was interpolated from observed gravity values.
 RZ0807
 RZ0807;                    North         East    Units  Estimated Accuracy
 RZ0807;SPC WA S     -   178,030.      761,250.      MT  (+/- 180 meters Scaled)
 RZ0807
 RZ0807                          SUPERSEDED SURVEY CONTROL
 RZ0807
 RZ0807  NGVD 29 (??/??/92)  795.873  (m)         2611.13   (f) ADJ UNCH    2 0
 RZ0807
 RZ0807.Superseded values are not recommended for survey control.
 RZ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0807.See file dsdata.txt to determine how the superseded data were derived.
 RZ0807
 RZ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM945922(NAD 83)
 RZ0807_MARKER: DD = SURVEY DISK
 RZ0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0807_STAMPING: B 34120
 RZ0807_MARK LOGO: WAGS  
 RZ0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0807+STABILITY: SURFACE MOTION
 RZ0807
 RZ0807  HISTORY     - Date     Condition        Report By
 RZ0807  HISTORY     - UNK      MONUMENTED       WAGS
 RZ0807  HISTORY     - 1952     GOOD             NGS
 RZ0807  HISTORY     - 1980     GOOD             NGS
 RZ0807
 RZ0807                          STATION DESCRIPTION
 RZ0807
 RZ0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0807'1.9 MI S FROM PALOUSE.
 RZ0807'1.9 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE NORTHERN
 RZ0807'PACIFIC RAILWAY STATION AT PALOUSE, 0.8 MILE NORTHWEST OF THE RINGO
 RZ0807'SIDING, 7 POLES SOUTH OF A LARGE CORRUGATED METAL BARN, AT THE NORTH
 RZ0807'END OF A 20-FOOT CUT, 62 FEET SOUTHWEST OF THE CENTER LINE OF AN
 RZ0807'ASPHALT ROAD, 31 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 31
 RZ0807'FEET SOUTHWEST OF A FENCE, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 RZ0807'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RZ0807'0.1 FOOT ABOVE THE GROUND.
 RZ0807
 RZ0807                          STATION RECOVERY (1980)
 RZ0807
 RZ0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0807'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0806 ***********************************************************************
 RZ0806  DESIGNATION -  B 34122 WAGS
 RZ0806  PID         -  RZ0806
 RZ0806  STATE/COUNTY-  WA/WHITMAN
 RZ0806  USGS QUAD   -  PALOUSE (1975)
 RZ0806
 RZ0806                         *CURRENT SURVEY CONTROL
 RZ0806  ___________________________________________________________________
 RZ0806* NAD 83(1986)-  46 53 29.     (N)    117 04 24.     (W)     SCALED    
 RZ0806* NAVD 88     -       783.612  (meters)    2570.90   (feet)  ADJUSTED  
 RZ0806  ___________________________________________________________________
 RZ0806  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 RZ0806  DYNAMIC HT  -         783.560 (meters)    2570.73  (feet)  COMP
 RZ0806  MODELED GRAV-     980,521.8   (mgal)                       NAVD 88
 RZ0806
 RZ0806  VERT ORDER  -  FIRST     CLASS II
 RZ0806
 RZ0806.The horizontal coordinates were scaled from a topographic map and have
 RZ0806.an estimated accuracy of +/- 6 seconds.
 RZ0806
 RZ0806.The orthometric height was determined by differential leveling
 RZ0806.and adjusted by the National Geodetic Survey in June 1991..
 RZ0806
 RZ0806.The geoid height was determined by GEOID03.
 RZ0806
 RZ0806.The dynamic height is computed by dividing the NAVD 88
 RZ0806.geopotential number by the normal gravity value computed on the
 RZ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0806.degrees latitude (g = 980.6199 gals.).
 RZ0806
 RZ0806.The modeled gravity was interpolated from observed gravity values.
 RZ0806
 RZ0806;                    North         East    Units  Estimated Accuracy
 RZ0806;SPC WA S     -   178,850.      761,050.      MT  (+/- 180 meters Scaled)
 RZ0806
 RZ0806                          SUPERSEDED SURVEY CONTROL
 RZ0806
 RZ0806  NGVD 29 (??/??/92)  782.497  (m)         2567.24   (f) ADJ UNCH    1 2
 RZ0806
 RZ0806.Superseded values are not recommended for survey control.
 RZ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0806.See file dsdata.txt to determine how the superseded data were derived.
 RZ0806
 RZ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM944930(NAD 83)
 RZ0806_MARKER: DD = SURVEY DISK
 RZ0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0806_STAMPING: B 34122
 RZ0806_MARK LOGO: WAGS  
 RZ0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0806+STABILITY: SURFACE MOTION
 RZ0806
 RZ0806  HISTORY     - Date     Condition        Report By
 RZ0806  HISTORY     - UNK      MONUMENTED       WAGS
 RZ0806  HISTORY     - 1952     GOOD             NGS
 RZ0806  HISTORY     - 1980     GOOD             NGS
 RZ0806  HISTORY     - 1981     GOOD             LOCENG
 RZ0806
 RZ0806                          STATION DESCRIPTION
 RZ0806
 RZ0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0806'1.4 MI S FROM PALOUSE.
 RZ0806'1.4 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE NORTHERN
 RZ0806'PACIFIC RAILWAY STATION AT PALOUSE, 0.15 MILE SOUTHEAST OF WOODEN
 RZ0806'TRESTLE NO. 77.2 OVER A GRAVEL ROAD, 63 FEET WEST OF THE CENTER LINE
 RZ0806'OF AN ASPHALT ROAD, 47 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK,
 RZ0806'18 FEET SOUTHEAST OF THE NORTHWEST END OF A CUT, 2.5 FEET SOUTHWEST OF
 RZ0806'A FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 6 FEET HIGHER
 RZ0806'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 RZ0806'FOOT ABOVE THE GROUND.
 RZ0806
 RZ0806                          STATION RECOVERY (1980)
 RZ0806
 RZ0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0806'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
 RZ0806
 RZ0806                          STATION RECOVERY (1981)
 RZ0806
 RZ0806'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 RZ0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0805 ***********************************************************************
 RZ0805  DESIGNATION -  B 34124 WAGS
 RZ0805  PID         -  RZ0805
 RZ0805  STATE/COUNTY-  WA/WHITMAN
 RZ0805  USGS QUAD   -  PALOUSE (1975)
 RZ0805
 RZ0805                         *CURRENT SURVEY CONTROL
 RZ0805  ___________________________________________________________________
 RZ0805* NAD 83(1986)-  46 53 52.     (N)    117 04 37.     (W)     SCALED    
 RZ0805* NAVD 88     -       774.260  (meters)    2540.22   (feet)  ADJUSTED  
 RZ0805  ___________________________________________________________________
 RZ0805  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 RZ0805  DYNAMIC HT  -         774.209 (meters)    2540.05  (feet)  COMP
 RZ0805  MODELED GRAV-     980,522.9   (mgal)                       NAVD 88
 RZ0805
 RZ0805  VERT ORDER  -  SECOND    CLASS 0
 RZ0805
 RZ0805.The horizontal coordinates were scaled from a topographic map and have
 RZ0805.an estimated accuracy of +/- 6 seconds.
 RZ0805
 RZ0805.The orthometric height was determined by differential leveling
 RZ0805.and adjusted by the National Geodetic Survey in June 1991..
 RZ0805
 RZ0805.The geoid height was determined by GEOID03.
 RZ0805
 RZ0805.The dynamic height is computed by dividing the NAVD 88
 RZ0805.geopotential number by the normal gravity value computed on the
 RZ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0805.degrees latitude (g = 980.6199 gals.).
 RZ0805
 RZ0805.The modeled gravity was interpolated from observed gravity values.
 RZ0805
 RZ0805;                    North         East    Units  Estimated Accuracy
 RZ0805;SPC WA S     -   179,550.      760,740.      MT  (+/- 180 meters Scaled)
 RZ0805
 RZ0805                          SUPERSEDED SURVEY CONTROL
 RZ0805
 RZ0805  NGVD 29 (??/??/92)  773.144  (m)         2536.56   (f) ADJ UNCH    2 0
 RZ0805
 RZ0805.Superseded values are not recommended for survey control.
 RZ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0805.See file dsdata.txt to determine how the superseded data were derived.
 RZ0805
 RZ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM941938(NAD 83)
 RZ0805_MARKER: DD = SURVEY DISK
 RZ0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0805_STAMPING: B 34124
 RZ0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0805+STABILITY: SURFACE MOTION
 RZ0805
 RZ0805  HISTORY     - Date     Condition        Report By
 RZ0805  HISTORY     - UNK      MONUMENTED       WAGS
 RZ0805  HISTORY     - 1952     GOOD             NGS
 RZ0805  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0805
 RZ0805                          STATION DESCRIPTION
 RZ0805
 RZ0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0805'0.9 MI SE FROM PALOUSE.
 RZ0805'0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE NORTHERN
 RZ0805'PACIFIC RAILWAY STATION AT PALOUSE, ABOUT 0.3 MILE NORTHWEST OF A
 RZ0805'WOODEN TRESTLE OVER A GRAVEL ROAD, AT THE TOP OF A 40-FOOT CUT, ABOUT
 RZ0805'300 YARDS NORTHEAST OF THE NORTHEAST ONE OF TWO POWER LINE POLES, 4
 RZ0805'POLES NORTH OF MILE POLE 77, 50 FEET WEST OF THE CENTER LINE OF THE
 RZ0805'TRACK, 28 FEET EAST OF A FENCE, 26 1/2 FEET NORTH OF A TELEGRAPH POLE,
 RZ0805'10 FEET WEST OF THE WEST END OF A CUT, ABOUT 40 FEET HIGHER THAN THE
 RZ0805'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 RZ0805'THE GROUND.
 RZ0805
 RZ0805                          STATION RECOVERY (1980)
 RZ0805
 RZ0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0805'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE AREA
 RZ0805'DESCRIBED IS NOW A WHEAT FIELD, MARK PRESUMED DESTORYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1235 ***********************************************************************
 RZ1235  DESIGNATION -  B 342
 RZ1235  PID         -  RZ1235
 RZ1235  STATE/COUNTY-  WA/GARFIELD
 RZ1235  USGS QUAD   -  DODGE (1981)
 RZ1235
 RZ1235                         *CURRENT SURVEY CONTROL
 RZ1235  ___________________________________________________________________
 RZ1235* NAD 83(1986)-  46 31 27.     (N)    117 48 35.     (W)     SCALED    
 RZ1235* NAVD 88     -       439.051  (meters)    1440.45   (feet)  POSTED    
 RZ1235  ___________________________________________________________________
 RZ1235  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 RZ1235  DYNAMIC HT  -         439.050 (meters)    1440.45  (feet)  COMP
 RZ1235  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 RZ1235
 RZ1235  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RZ1235
 RZ1235.The horizontal coordinates were scaled from a topographic map and have
 RZ1235.an estimated accuracy of +/- 6 seconds.
 RZ1235
 RZ1235.The orthometric height was determined by differential leveling
 RZ1235.and adjusted by the National Geodetic Survey in 1992..
 RZ1235.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RZ1235.rate of 0.0 thru 1.0 mm/km.
 RZ1235
 RZ1235.The geoid height was determined by GEOID03.
 RZ1235
 RZ1235.The dynamic height is computed by dividing the NAVD 88
 RZ1235.geopotential number by the normal gravity value computed on the
 RZ1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1235.degrees latitude (g = 980.6199 gals.).
 RZ1235
 RZ1235.The modeled gravity was interpolated from observed gravity values.
 RZ1235
 RZ1235;                    North         East    Units  Estimated Accuracy
 RZ1235;SPC WA S     -   135,880.      706,360.      MT  (+/- 180 meters Scaled)
 RZ1235
 RZ1235                          SUPERSEDED SURVEY CONTROL
 RZ1235
 RZ1235  NGVD 29 (??/??/92)  438.088  (m)         1437.29   (f) ADJ UNCH    2 0
 RZ1235
 RZ1235.Superseded values are not recommended for survey control.
 RZ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1235.See file dsdata.txt to determine how the superseded data were derived.
 RZ1235
 RZ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM378526(NAD 83)
 RZ1235_MARKER: DB = BENCH MARK DISK
 RZ1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1235_SP_SET: MONUMENT
 RZ1235_STAMPING: B 342 1952
 RZ1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1235
 RZ1235  HISTORY     - Date     Condition        Report By
 RZ1235  HISTORY     - 1952     MONUMENTED       CGS
 RZ1235  HISTORY     - 1963     GOOD             NGS
 RZ1235  HISTORY     - 1983     GOOD             NGS
 RZ1235
 RZ1235                          STATION DESCRIPTION
 RZ1235
 RZ1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RZ1235'0.7 MI NE FROM DODGE.
 RZ1235'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 295 FROM THE JUNCTION OF U.S.
 RZ1235'HIGHWAYS 295 AND 410 AT DODGE, 88 FEET NORTHEAST OF A SIGN POMEROY
 RZ1235'CLARKSTON LEFT 1/2 MILE, 59 FEET NORTHWEST OF THE CENTER OF U.S.
 RZ1235'HIGHWAY 295, 27 FEET NORTH OF THE NORTHWEST END OF A METAL CULVERT, 22
 RZ1235'FEET NORTHWEST OF THE FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.
 RZ1235'THE MONUMENT PROJECTS 1 INCH.
 RZ1235
 RZ1235                          STATION RECOVERY (1983)
 RZ1235
 RZ1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RZ1235'1.13 KM (0.7 MI) NORTHEAST ALONG STATE HIGHWAY 127 FROM THE JUNCTION
 RZ1235'OF U.S. HIGHWAY 12 AT DODGE TO THE MARK ON THE LEFT. 18 M (59 FT)
 RZ1235'NORTHWEST OF THE CENTER OF STATE HIGHWAY 127, 6.7 M (2.2 FT)
 RZ1235'NORTHWEST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1277 ***********************************************************************
 RZ1277  DESIGNATION -  B 343
 RZ1277  PID         -  RZ1277
 RZ1277  STATE/COUNTY-  WA/WHITMAN
 RZ1277  USGS QUAD   -  CENTRAL FERRY (1981)
 RZ1277
 RZ1277                         *CURRENT SURVEY CONTROL
 RZ1277  ___________________________________________________________________
 RZ1277* NAD 83(1986)-  46 44 17.     (N)    117 48 59.     (W)     SCALED    
 RZ1277* NAVD 88     -       446.657  (meters)    1465.41   (feet)  POSTED    
 RZ1277  ___________________________________________________________________
 RZ1277  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 RZ1277  DYNAMIC HT  -         446.650 (meters)    1465.38  (feet)  COMP
 RZ1277  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 RZ1277
 RZ1277  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RZ1277
 RZ1277.The horizontal coordinates were scaled from a topographic map and have
 RZ1277.an estimated accuracy of +/- 6 seconds.
 RZ1277
 RZ1277.The orthometric height was determined by differential leveling
 RZ1277.and adjusted by the National Geodetic Survey in 1992..
 RZ1277.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RZ1277.rate of 0.0 thru 1.0 mm/km.
 RZ1277
 RZ1277.The geoid height was determined by GEOID03.
 RZ1277
 RZ1277.The dynamic height is computed by dividing the NAVD 88
 RZ1277.geopotential number by the normal gravity value computed on the
 RZ1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1277.degrees latitude (g = 980.6199 gals.).
 RZ1277
 RZ1277.The modeled gravity was interpolated from observed gravity values.
 RZ1277
 RZ1277;                    North         East    Units  Estimated Accuracy
 RZ1277;SPC WA S     -   159,620.      705,040.      MT  (+/- 180 meters Scaled)
 RZ1277
 RZ1277                          SUPERSEDED SURVEY CONTROL
 RZ1277
 RZ1277  NGVD 29 (??/??/92)  445.641  (m)         1462.07   (f) ADJ UNCH    2 0
 RZ1277
 RZ1277.Superseded values are not recommended for survey control.
 RZ1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1277.See file dsdata.txt to determine how the superseded data were derived.
 RZ1277
 RZ1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM376763(NAD 83)
 RZ1277_MARKER: DB = BENCH MARK DISK
 RZ1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1277_STAMPING: B 343 1952
 RZ1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1277+STABILITY: SURFACE MOTION
 RZ1277
 RZ1277  HISTORY     - Date     Condition        Report By
 RZ1277  HISTORY     - 1952     MONUMENTED       CGS
 RZ1277  HISTORY     - 1963     GOOD             NGS
 RZ1277  HISTORY     - 19860716 MARK NOT FOUND   NGS
 RZ1277
 RZ1277                          STATION DESCRIPTION
 RZ1277
 RZ1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RZ1277'4.1 MI E FROM JERITA.
 RZ1277'0.7 MILE EASTERLY ALONG THE GRAVELED ROAD FROM THE RAILROAD SIDING AT
 RZ1277'JERITA TO A FORK, RIGHT FORK SOUTHEAST FOR 1.0 MILE TO A T ROAD
 RZ1277'INTERSECTION, TURN LEFT AND GO NORTHEAST ON GRAVELED ROAD FOR 1.7
 RZ1277'MILES TO A FORK, JUST SOUTH OF THE SELBU LUTHERAN CHURCH, TAKE RIGHT
 RZ1277'FORK AND GO EAST ON GRAVELED ROAD FOR 0.7 MILE TO BENCH MARK B 343 ON
 RZ1277'THE LEFT.  IT IS 200 FEET NORTHEAST OF A METAL CULVERT, 30 FEET NORTH
 RZ1277'OF THE CENTER OF THE GRAVELED ROAD, 6 FEET SOUTHWEST OF POWER POLE NO.
 RZ1277'E 421, 1 1/2 FEET WEST OF A WOODEN WITNESS POST AND 1 FOOT SOUTH OF
 RZ1277'THE FENCE.  THE MONUMENT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 RZ1277
 RZ1277                          STATION RECOVERY (1986)
 RZ1277
 RZ1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 RZ1277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0332 ***********************************************************************
 TR0332  DESIGNATION -  B 344
 TR0332  PID         -  TR0332
 TR0332  STATE/COUNTY-  WA/ISLAND
 TR0332  USGS QUAD   -  OAK HARBOR (1973)
 TR0332
 TR0332                         *CURRENT SURVEY CONTROL
 TR0332  ___________________________________________________________________
 TR0332* NAD 83(1986)-  48 17 17.     (N)    122 38 54.     (W)     SCALED    
 TR0332* NAVD 88     -         8.585  (meters)      28.17   (feet)  ADJUSTED  
 TR0332  ___________________________________________________________________
 TR0332  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 TR0332  DYNAMIC HT  -           8.587 (meters)      28.17  (feet)  COMP
 TR0332  MODELED GRAV-     980,839.1   (mgal)                       NAVD 88
 TR0332
 TR0332  VERT ORDER  -  FIRST     CLASS II
 TR0332
 TR0332.The horizontal coordinates were scaled from a topographic map and have
 TR0332.an estimated accuracy of +/- 6 seconds.
 TR0332
 TR0332.The orthometric height was determined by differential leveling
 TR0332.and adjusted by the National Geodetic Survey in June 1991..
 TR0332
 TR0332.The geoid height was determined by GEOID03.
 TR0332
 TR0332.The dynamic height is computed by dividing the NAVD 88
 TR0332.geopotential number by the normal gravity value computed on the
 TR0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0332.degrees latitude (g = 980.6199 gals.).
 TR0332
 TR0332.The modeled gravity was interpolated from observed gravity values.
 TR0332
 TR0332;                    North         East    Units  Estimated Accuracy
 TR0332;SPC WA N     -   144,800.      365,330.      MT  (+/- 180 meters Scaled)
 TR0332
 TR0332                          SUPERSEDED SURVEY CONTROL
 TR0332
 TR0332  NGVD 29 (??/??/92)    7.442  (m)           24.42   (f) ADJ UNCH    1 2
 TR0332
 TR0332.Superseded values are not recommended for survey control.
 TR0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0332.See file dsdata.txt to determine how the superseded data were derived.
 TR0332
 TR0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU260483(NAD 83)
 TR0332_MARKER: DB = BENCH MARK DISK
 TR0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0332_SP_SET: BUILDING
 TR0332_STAMPING: B 344 1952
 TR0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0332
 TR0332  HISTORY     - Date     Condition        Report By
 TR0332  HISTORY     - 1952     MONUMENTED       CGS
 TR0332  HISTORY     - 1965     GOOD             NGS
 TR0332  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR0332
 TR0332                          STATION DESCRIPTION
 TR0332
 TR0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TR0332'IN OAK HARBOR.
 TR0332'AT OAK HARBOR, AT THE POST OFFICE, SET VERTICALLY IN THE EAST CONCRETE
 TR0332'WALL, 2.1 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, AND 0.6
 TR0332'FOOT ABOVE THE SURFACE OF A DRIVEWAY.  NOTE-- WHAT WAS THE POST OFFICE
 TR0332'IS NOW A SHOE STORE.  MARK IS IN THE OUTSIDE WALL, BUT A SMALL OFFICE
 TR0332'IS BEING BUILT, THE INSIDE WALL PANELING OF WHICH WILL COVER THE MARK.
 TR0332'MARK LEFT IN TACT.  NOTE-- SMALL OFFICE WAS NOT COMPLETED AND BM
 TR0332'STILL USEABLE.
 TR0332
 TR0332                          STATION RECOVERY (1965)
 TR0332
 TR0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 TR0332'RECOVERED IN GOOD CONDITION.
 TR0332
 TR0332                          STATION RECOVERY (2001)
 TR0332
 TR0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0332'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0678 ***********************************************************************
 RZ0678  DESIGNATION -  B 345
 RZ0678  PID         -  RZ0678
 RZ0678  STATE/COUNTY-  WA/WHITMAN
 RZ0678  USGS QUAD   -  COLTON (1975)
 RZ0678
 RZ0678                         *CURRENT SURVEY CONTROL
 RZ0678  ___________________________________________________________________
 RZ0678* NAD 83(1986)-  46 35 24.     (N)    117 12 42.     (W)     SCALED    
 RZ0678* NAVD 88     -       811.695  (meters)    2663.04   (feet)  ADJUSTED  
 RZ0678  ___________________________________________________________________
 RZ0678  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 RZ0678  DYNAMIC HT  -         811.628 (meters)    2662.82  (feet)  COMP
 RZ0678  MODELED GRAV-     980,504.5   (mgal)                       NAVD 88
 RZ0678
 RZ0678  VERT ORDER  -  SECOND    CLASS 0
 RZ0678
 RZ0678.The horizontal coordinates were scaled from a topographic map and have
 RZ0678.an estimated accuracy of +/- 6 seconds.
 RZ0678
 RZ0678.The orthometric height was determined by differential leveling
 RZ0678.and adjusted by the National Geodetic Survey in June 1991..
 RZ0678
 RZ0678.The geoid height was determined by GEOID03.
 RZ0678
 RZ0678.The dynamic height is computed by dividing the NAVD 88
 RZ0678.geopotential number by the normal gravity value computed on the
 RZ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0678.degrees latitude (g = 980.6199 gals.).
 RZ0678
 RZ0678.The modeled gravity was interpolated from observed gravity values.
 RZ0678
 RZ0678;                    North         East    Units  Estimated Accuracy
 RZ0678;SPC WA S     -   144,930.      751,910.      MT  (+/- 180 meters Scaled)
 RZ0678
 RZ0678                          SUPERSEDED SURVEY CONTROL
 RZ0678
 RZ0678  NGVD 29 (??/??/92)  810.627  (m)         2659.53   (f) ADJ UNCH    2 0
 RZ0678
 RZ0678.Superseded values are not recommended for survey control.
 RZ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0678.See file dsdata.txt to determine how the superseded data were derived.
 RZ0678
 RZ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM837596(NAD 83)
 RZ0678_MARKER: DB = BENCH MARK DISK
 RZ0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0678_STAMPING: B 345 1952
 RZ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0678+STABILITY: SURFACE MOTION
 RZ0678
 RZ0678  HISTORY     - Date     Condition        Report By
 RZ0678  HISTORY     - 1952     MONUMENTED       CGS
 RZ0678
 RZ0678                          STATION DESCRIPTION
 RZ0678
 RZ0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0678'4.7 MI NW FROM COLTON.
 RZ0678'0.8 MILE NORTHWEST ALONG U. S. HIGHWAY 195 FROM THE SECURITY STATE
 RZ0678'BANK AT COLTON, THENCE 3.9 MILES NORTHWEST ALONG A GRAVEL ROAD, 30
 RZ0678'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A TELEPHONE
 RZ0678'POLE, 1.2 FEET NORTH OF A FENCE, 1.6 FEET WEST OF A WITNESS POST,
 RZ0678'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RZ0678'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0786 ***********************************************************************
 RZ0786  DESIGNATION -  B 3468
 RZ0786  PID         -  RZ0786
 RZ0786  STATE/COUNTY-  WA/WHITMAN
 RZ0786  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0786
 RZ0786                         *CURRENT SURVEY CONTROL
 RZ0786  ___________________________________________________________________
 RZ0786* NAD 83(1986)-  46 44 20.     (N)    117 03 22.     (W)     SCALED    
 RZ0786* NAVD 88     -       768.101  (meters)    2520.01   (feet)  ADJUSTED  
 RZ0786  ___________________________________________________________________
 RZ0786  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 RZ0786  DYNAMIC HT  -         768.039 (meters)    2519.81  (feet)  COMP
 RZ0786  MODELED GRAV-     980,508.2   (mgal)                       NAVD 88
 RZ0786
 RZ0786  VERT ORDER  -  SECOND    CLASS 0
 RZ0786
 RZ0786.The horizontal coordinates were scaled from a topographic map and have
 RZ0786.an estimated accuracy of +/- 6 seconds.
 RZ0786
 RZ0786.The orthometric height was determined by differential leveling
 RZ0786.and adjusted by the National Geodetic Survey in June 1991..
 RZ0786
 RZ0786.The geoid height was determined by GEOID03.
 RZ0786
 RZ0786.The dynamic height is computed by dividing the NAVD 88
 RZ0786.geopotential number by the normal gravity value computed on the
 RZ0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0786.degrees latitude (g = 980.6199 gals.).
 RZ0786
 RZ0786.The modeled gravity was interpolated from observed gravity values.
 RZ0786
 RZ0786;                    North         East    Units  Estimated Accuracy
 RZ0786;SPC WA S     -   161,970.      763,100.      MT  (+/- 180 meters Scaled)
 RZ0786
 RZ0786                          SUPERSEDED SURVEY CONTROL
 RZ0786
 RZ0786  NGVD 29 (??/??/92)  767.000  (m)         2516.40   (f) ADJ UNCH    2 0
 RZ0786
 RZ0786.Superseded values are not recommended for survey control.
 RZ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0786.See file dsdata.txt to determine how the superseded data were derived.
 RZ0786
 RZ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM957761(NAD 83)
 RZ0786_MARKER: DD = SURVEY DISK
 RZ0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0786_STAMPING: B 3468
 RZ0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0786+STABILITY: SURFACE MOTION
 RZ0786
 RZ0786  HISTORY     - Date     Condition        Report By
 RZ0786  HISTORY     - UNK      MONUMENTED
 RZ0786  HISTORY     - 1952     GOOD             NGS
 RZ0786
 RZ0786                          STATION DESCRIPTION
 RZ0786
 RZ0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0786'2.8 MI W FROM MOSCOW, ID.
 RZ0786'2.8 MILES WEST ALONG STATE HIGHWAY 8 (WASHINGTON STATE HIGHWAY 3),
 RZ0786'FROM THE POST OFFICE AT MOSCOW, AT THE Y JUNCTION OF THE OLD STATE
 RZ0786'HIGHWAY 3, ON THE SOUTH BANK OF A CREEK, 159 FEET SOUTH OF THE CENTER
 RZ0786'LINE OF THE HIGHWAY, 119 FEET EAST OF A TELEPHONE POLE, 18.8 FEET
 RZ0786'NORTH OF THE NORTH RAIL OF THE UNION PACIFIC RAILWAY, 2.5 FEET NORTH
 RZ0786'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 RZ0786'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0785 ***********************************************************************
 RZ0785  DESIGNATION -  B 3470
 RZ0785  PID         -  RZ0785
 RZ0785  STATE/COUNTY-  WA/WHITMAN
 RZ0785  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0785
 RZ0785                         *CURRENT SURVEY CONTROL
 RZ0785  ___________________________________________________________________
 RZ0785* NAD 83(1986)-  46 44 13.     (N)    117 03 47.     (W)     SCALED    
 RZ0785* NAVD 88     -       769.035  (meters)    2523.08   (feet)  ADJUSTED  
 RZ0785  ___________________________________________________________________
 RZ0785  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 RZ0785  DYNAMIC HT  -         768.973 (meters)    2522.87  (feet)  COMP
 RZ0785  MODELED GRAV-     980,509.2   (mgal)                       NAVD 88
 RZ0785
 RZ0785  VERT ORDER  -  SECOND    CLASS 0
 RZ0785
 RZ0785.The horizontal coordinates were scaled from a topographic map and have
 RZ0785.an estimated accuracy of +/- 6 seconds.
 RZ0785
 RZ0785.The orthometric height was determined by differential leveling
 RZ0785.and adjusted by the National Geodetic Survey in June 1991..
 RZ0785
 RZ0785.The geoid height was determined by GEOID03.
 RZ0785
 RZ0785.The dynamic height is computed by dividing the NAVD 88
 RZ0785.geopotential number by the normal gravity value computed on the
 RZ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0785.degrees latitude (g = 980.6199 gals.).
 RZ0785
 RZ0785.The modeled gravity was interpolated from observed gravity values.
 RZ0785
 RZ0785;                    North         East    Units  Estimated Accuracy
 RZ0785;SPC WA S     -   161,730.      762,580.      MT  (+/- 180 meters Scaled)
 RZ0785
 RZ0785                          SUPERSEDED SURVEY CONTROL
 RZ0785
 RZ0785  NGVD 29 (??/??/92)  767.935  (m)         2519.47   (f) ADJ UNCH    2 0
 RZ0785
 RZ0785.Superseded values are not recommended for survey control.
 RZ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0785.See file dsdata.txt to determine how the superseded data were derived.
 RZ0785
 RZ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM951759(NAD 83)
 RZ0785_MARKER: DD = SURVEY DISK
 RZ0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0785_STAMPING: B 3470
 RZ0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0785+STABILITY: SURFACE MOTION
 RZ0785
 RZ0785  HISTORY     - Date     Condition        Report By
 RZ0785  HISTORY     - UNK      MONUMENTED
 RZ0785  HISTORY     - 1952     GOOD             NGS
 RZ0785
 RZ0785                          STATION DESCRIPTION
 RZ0785
 RZ0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0785'3.1 MI W FROM MOSCOW, ID.
 RZ0785'2.8 MILES WEST ALONG STATE HIGHWAY 8 (WASHINGTON STATE HIGHWAY 3),
 RZ0785'FROM THE POST OFFICE AT MOSCOW, THENCE 0.3 MILE WEST ALONG THE OLD
 RZ0785'HIGHWAY, ONE TELEPHONE POLE WEST OF MILE POLE 25 OF THE UNION PACIFIC
 RZ0785'RAILWAY, 61 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 36.1 FEET
 RZ0785'NORTH OF THE NORTH RAIL, 15 FEET NORTHWEST OF A TELEPHONE POLE, 1.7
 RZ0785'FEET NORTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY,
 RZ0785'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 RZ0785'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0784 ***********************************************************************
 RZ0784  DESIGNATION -  B 3474
 RZ0784  PID         -  RZ0784
 RZ0784  STATE/COUNTY-  WA/WHITMAN
 RZ0784  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0784
 RZ0784                         *CURRENT SURVEY CONTROL
 RZ0784  ___________________________________________________________________
 RZ0784* NAD 83(1986)-  46 43 56.     (N)    117 04 59.     (W)     SCALED    
 RZ0784* NAVD 88     -       771.034  (meters)    2529.63   (feet)  ADJUSTED  
 RZ0784  ___________________________________________________________________
 RZ0784  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 RZ0784  DYNAMIC HT  -         770.976 (meters)    2529.44  (feet)  COMP
 RZ0784  MODELED GRAV-     980,513.7   (mgal)                       NAVD 88
 RZ0784
 RZ0784  VERT ORDER  -  SECOND    CLASS 0
 RZ0784
 RZ0784.The horizontal coordinates were scaled from a topographic map and have
 RZ0784.an estimated accuracy of +/- 6 seconds.
 RZ0784
 RZ0784.The orthometric height was determined by differential leveling
 RZ0784.and adjusted by the National Geodetic Survey in June 1991..
 RZ0784
 RZ0784.The geoid height was determined by GEOID03.
 RZ0784
 RZ0784.The dynamic height is computed by dividing the NAVD 88
 RZ0784.geopotential number by the normal gravity value computed on the
 RZ0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0784.degrees latitude (g = 980.6199 gals.).
 RZ0784
 RZ0784.The modeled gravity was interpolated from observed gravity values.
 RZ0784
 RZ0784;                    North         East    Units  Estimated Accuracy
 RZ0784;SPC WA S     -   161,140.      761,070.      MT  (+/- 180 meters Scaled)
 RZ0784
 RZ0784                          SUPERSEDED SURVEY CONTROL
 RZ0784
 RZ0784  NGVD 29 (??/??/92)  769.938  (m)         2526.04   (f) ADJ UNCH    2 0
 RZ0784
 RZ0784.Superseded values are not recommended for survey control.
 RZ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0784.See file dsdata.txt to determine how the superseded data were derived.
 RZ0784
 RZ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM936754(NAD 83)
 RZ0784_MARKER: DD = SURVEY DISK
 RZ0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0784_STAMPING: B 3474
 RZ0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0784+STABILITY: SURFACE MOTION
 RZ0784
 RZ0784  HISTORY     - Date     Condition        Report By
 RZ0784  HISTORY     - UNK      MONUMENTED
 RZ0784  HISTORY     - 1964     GOOD             NGS
 RZ0784  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 RZ0784
 RZ0784                          STATION DESCRIPTION
 RZ0784
 RZ0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RZ0784'4.3 MI W FROM MOSCOW, ID.
 RZ0784'4.3 MILES WEST ALONG STATE HIGHWAY 8 (WASHINGTON STATE HIGHWAY 3) FROM
 RZ0784'THE POST OFFICE AT MOSCOW, 5.4 MILES EAST OF PULLMAN, ON THE NORTH
 RZ0784'POINT OF A HILL ABOUT 300 FEET SOUTH OF THE HIGHWAY, 0.1 MILE WEST OF
 RZ0784'THE UNION PACIFIC RAILWAY MILEPOLE 24, 130 FEET SOUTH OF THE SOUTH
 RZ0784'RAIL, 93.4 FEET SOUTH OF A FENCE, 33 FEET SOUTHWEST OF A TELEPHONE
 RZ0784'POLE, 10 FEET NORTH OF A FENCE, 2.3 FEET NORTHEAST OF A WITNESS POST,
 RZ0784'ABOUT 25 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RZ0784'CONCRETE POST PROJECTING 0.2 FEET ABOVE THE GROUND.
 RZ0784
 RZ0784                          STATION RECOVERY (1969)
 RZ0784
 RZ0784'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 RZ0784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0783 ***********************************************************************
 RZ0783  DESIGNATION -  B 3476
 RZ0783  PID         -  RZ0783
 RZ0783  STATE/COUNTY-  WA/WHITMAN
 RZ0783  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0783
 RZ0783                         *CURRENT SURVEY CONTROL
 RZ0783  ___________________________________________________________________
 RZ0783* NAD 83(1986)-  46 43 42.     (N)    117 06 07.     (W)     SCALED    
 RZ0783* NAVD 88     -       758.951  (meters)    2489.99   (feet)  ADJUSTED  
 RZ0783  ___________________________________________________________________
 RZ0783  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 RZ0783  DYNAMIC HT  -         758.896 (meters)    2489.81  (feet)  COMP
 RZ0783  MODELED GRAV-     980,517.3   (mgal)                       NAVD 88
 RZ0783
 RZ0783  VERT ORDER  -  SECOND    CLASS 0
 RZ0783
 RZ0783.The horizontal coordinates were scaled from a topographic map and have
 RZ0783.an estimated accuracy of +/- 6 seconds.
 RZ0783
 RZ0783.The orthometric height was determined by differential leveling
 RZ0783.and adjusted by the National Geodetic Survey in June 1991..
 RZ0783
 RZ0783.The geoid height was determined by GEOID03.
 RZ0783
 RZ0783.The dynamic height is computed by dividing the NAVD 88
 RZ0783.geopotential number by the normal gravity value computed on the
 RZ0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0783.degrees latitude (g = 980.6199 gals.).
 RZ0783
 RZ0783.The modeled gravity was interpolated from observed gravity values.
 RZ0783
 RZ0783;                    North         East    Units  Estimated Accuracy
 RZ0783;SPC WA S     -   160,650.      759,650.      MT  (+/- 180 meters Scaled)
 RZ0783
 RZ0783                          SUPERSEDED SURVEY CONTROL
 RZ0783
 RZ0783  NGVD 29 (??/??/92)  757.858  (m)         2486.41   (f) ADJ UNCH    2 0
 RZ0783
 RZ0783.Superseded values are not recommended for survey control.
 RZ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0783.See file dsdata.txt to determine how the superseded data were derived.
 RZ0783
 RZ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM922749(NAD 83)
 RZ0783_MARKER: DD = SURVEY DISK
 RZ0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0783_STAMPING: B 3476
 RZ0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0783+STABILITY: SURFACE MOTION
 RZ0783
 RZ0783  HISTORY     - Date     Condition        Report By
 RZ0783  HISTORY     - UNK      MONUMENTED
 RZ0783  HISTORY     - 1952     GOOD             NGS
 RZ0783
 RZ0783                          STATION DESCRIPTION
 RZ0783
 RZ0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0783'4.4 MI E FROM PULLMAN.
 RZ0783'0.2 MILE SOUTH ALONG GRANDE AVENUE FROM THE UNION PACIFIC RAILWAY
 RZ0783'STATION AT PULLMAN, THENCE 4.2 MILES EAST ALONG STATE HIGHWAY 3, 104
 RZ0783'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 66 FEET NORTH OF THE
 RZ0783'NORTH RAIL OF THE UNION PACIFIC RAILWAY, 41 1/2 FEET NORTHWEST OF A
 RZ0783'TELEPHONE POLE, 11.5 FEET WEST OF A FENCE, 1.8 FEET SOUTHWEST OF A
 RZ0783'WITNESS POST, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 RZ0783'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0782 ***********************************************************************
 RZ0782  DESIGNATION -  B 3478
 RZ0782  PID         -  RZ0782
 RZ0782  STATE/COUNTY-  WA/WHITMAN
 RZ0782  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0782
 RZ0782                         *CURRENT SURVEY CONTROL
 RZ0782  ___________________________________________________________________
 RZ0782* NAD 83(1986)-  46 43 40.     (N)    117 06 54.     (W)     SCALED    
 RZ0782* NAVD 88     -       750.732  (meters)    2463.03   (feet)  ADJUSTED  
 RZ0782  ___________________________________________________________________
 RZ0782  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 RZ0782  DYNAMIC HT  -         750.678 (meters)    2462.85  (feet)  COMP
 RZ0782  MODELED GRAV-     980,518.3   (mgal)                       NAVD 88
 RZ0782
 RZ0782  VERT ORDER  -  SECOND    CLASS 0
 RZ0782
 RZ0782.The horizontal coordinates were scaled from a topographic map and have
 RZ0782.an estimated accuracy of +/- 6 seconds.
 RZ0782
 RZ0782.The orthometric height was determined by differential leveling
 RZ0782.and adjusted by the National Geodetic Survey in June 1991..
 RZ0782
 RZ0782.The geoid height was determined by GEOID03.
 RZ0782
 RZ0782.The dynamic height is computed by dividing the NAVD 88
 RZ0782.geopotential number by the normal gravity value computed on the
 RZ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0782.degrees latitude (g = 980.6199 gals.).
 RZ0782
 RZ0782.The modeled gravity was interpolated from observed gravity values.
 RZ0782
 RZ0782;                    North         East    Units  Estimated Accuracy
 RZ0782;SPC WA S     -   160,540.      758,650.      MT  (+/- 180 meters Scaled)
 RZ0782
 RZ0782                          SUPERSEDED SURVEY CONTROL
 RZ0782
 RZ0782  NGVD 29 (??/??/92)  749.641  (m)         2459.45   (f) ADJ UNCH    2 0
 RZ0782
 RZ0782.Superseded values are not recommended for survey control.
 RZ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0782.See file dsdata.txt to determine how the superseded data were derived.
 RZ0782
 RZ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM912749(NAD 83)
 RZ0782_MARKER: DD = SURVEY DISK
 RZ0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0782_STAMPING: B 3478
 RZ0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0782+STABILITY: SURFACE MOTION
 RZ0782
 RZ0782  HISTORY     - Date     Condition        Report By
 RZ0782  HISTORY     - UNK      MONUMENTED
 RZ0782  HISTORY     - 1964     GOOD             NGS
 RZ0782
 RZ0782                          STATION DESCRIPTION
 RZ0782
 RZ0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RZ0782'3.8 MI E FROM PULLMAN.
 RZ0782'0.2 MILES SOUTH ALONG GRANDE AVENUE FROM THE UNION PACIFIC RAILWAY
 RZ0782'STATION AT PULLMAN, THENCE 3.6 MILES EAST ALONG STATE HIGHWAY 3, 72
 RZ0782'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 51 FEET NORTH OF THE
 RZ0782'NORTH RAIL OF THE UNION PACIFIC RAILWAY, 41 1/2 FEET NORTHEAST OF A
 RZ0782'TELEPHONE POLE, 387 FEET WEST OF A GRAVEL ROAD LEADING TO A QUARRY,
 RZ0782'2.3 FEET NORTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 RZ0782'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 RZ0782'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0781 ***********************************************************************
 RZ0781  DESIGNATION -  B 3480
 RZ0781  PID         -  RZ0781
 RZ0781  STATE/COUNTY-  WA/WHITMAN
 RZ0781  USGS QUAD   -  PULLMAN (1975)
 RZ0781
 RZ0781                         *CURRENT SURVEY CONTROL
 RZ0781  ___________________________________________________________________
 RZ0781* NAD 83(1986)-  46 43 16.     (N)    117 08 07.     (W)     SCALED    
 RZ0781* NAVD 88     -       746.175  (meters)    2448.08   (feet)  ADJUSTED  
 RZ0781  ___________________________________________________________________
 RZ0781  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 RZ0781  DYNAMIC HT  -         746.124 (meters)    2447.91  (feet)  COMP
 RZ0781  MODELED GRAV-     980,521.2   (mgal)                       NAVD 88
 RZ0781
 RZ0781  VERT ORDER  -  SECOND    CLASS 0
 RZ0781
 RZ0781.The horizontal coordinates were scaled from a topographic map and have
 RZ0781.an estimated accuracy of +/- 6 seconds.
 RZ0781
 RZ0781.The orthometric height was determined by differential leveling
 RZ0781.and adjusted by the National Geodetic Survey in June 1991..
 RZ0781
 RZ0781.The geoid height was determined by GEOID03.
 RZ0781
 RZ0781.The dynamic height is computed by dividing the NAVD 88
 RZ0781.geopotential number by the normal gravity value computed on the
 RZ0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0781.degrees latitude (g = 980.6199 gals.).
 RZ0781
 RZ0781.The modeled gravity was interpolated from observed gravity values.
 RZ0781
 RZ0781;                    North         East    Units  Estimated Accuracy
 RZ0781;SPC WA S     -   159,740.      757,140.      MT  (+/- 180 meters Scaled)
 RZ0781
 RZ0781                          SUPERSEDED SURVEY CONTROL
 RZ0781
 RZ0781  NGVD 29 (??/??/92)  745.087  (m)         2444.51   (f) ADJ UNCH    2 0
 RZ0781
 RZ0781.Superseded values are not recommended for survey control.
 RZ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0781.See file dsdata.txt to determine how the superseded data were derived.
 RZ0781
 RZ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM896741(NAD 83)
 RZ0781_MARKER: DD = SURVEY DISK
 RZ0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0781_STAMPING: B 3480
 RZ0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0781+STABILITY: SURFACE MOTION
 RZ0781
 RZ0781  HISTORY     - Date     Condition        Report By
 RZ0781  HISTORY     - UNK      MONUMENTED
 RZ0781  HISTORY     - 1952     GOOD             NGS
 RZ0781
 RZ0781                          STATION DESCRIPTION
 RZ0781
 RZ0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0781'2.7 MI E FROM PULLMAN.
 RZ0781'0.2 MILE SOUTH ALONG GRANDE AVENUE FROM THE UNION PACIFIC RAILWAY
 RZ0781'STATION AT PULLMAN, THENCE 2.5 MILES EAST ALONG STATE HIGHWAY 3, 0.1
 RZ0781'MILE WEST OF THE JUNCTION OF A GRAVEL ROAD LEADING TO A FARMHOUSE, 85
 RZ0781'FEET NORTHWEST OF A TELEPHONE POLE, 78 FEET SOUTH OF THE CENTER LINE
 RZ0781'OF THE HIGHWAY, 41.5 FEET NORTH OF THE NORTH RAIL, 3.8 FEET SOUTH OF A
 RZ0781'WITNESS POST, ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 RZ0781'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0780 ***********************************************************************
 RZ0780  DESIGNATION -  B 3482 USGS
 RZ0780  PID         -  RZ0780
 RZ0780  STATE/COUNTY-  WA/WHITMAN
 RZ0780  USGS QUAD   -  PULLMAN (1975)
 RZ0780
 RZ0780                         *CURRENT SURVEY CONTROL
 RZ0780  ___________________________________________________________________
 RZ0780* NAD 83(1986)-  46 43 17.     (N)    117 09 35.     (W)     SCALED    
 RZ0780* NAVD 88     -       724.266  (meters)    2376.20   (feet)  ADJUSTED  
 RZ0780  ___________________________________________________________________
 RZ0780  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 RZ0780  DYNAMIC HT  -         724.220 (meters)    2376.05  (feet)  COMP
 RZ0780  MODELED GRAV-     980,526.1   (mgal)                       NAVD 88
 RZ0780
 RZ0780  VERT ORDER  -  SECOND    CLASS 0
 RZ0780
 RZ0780.The horizontal coordinates were scaled from a topographic map and have
 RZ0780.an estimated accuracy of +/- 6 seconds.
 RZ0780
 RZ0780.The orthometric height was determined by differential leveling
 RZ0780.and adjusted by the National Geodetic Survey in June 1991..
 RZ0780
 RZ0780.The geoid height was determined by GEOID03.
 RZ0780
 RZ0780.The dynamic height is computed by dividing the NAVD 88
 RZ0780.geopotential number by the normal gravity value computed on the
 RZ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0780.degrees latitude (g = 980.6199 gals.).
 RZ0780
 RZ0780.The modeled gravity was interpolated from observed gravity values.
 RZ0780
 RZ0780;                    North         East    Units  Estimated Accuracy
 RZ0780;SPC WA S     -   159,690.      755,270.      MT  (+/- 180 meters Scaled)
 RZ0780
 RZ0780                          SUPERSEDED SURVEY CONTROL
 RZ0780
 RZ0780  NGVD 29 (??/??/92)  723.18   (m)         2372.6    (f) COMPUTED    2 0
 RZ0780
 RZ0780.Superseded values are not recommended for survey control.
 RZ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0780.See file dsdata.txt to determine how the superseded data were derived.
 RZ0780
 RZ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM877742(NAD 83)
 RZ0780_MARKER: DB = BENCH MARK DISK
 RZ0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0780_STAMPING: B 3482 GAGING STATION
 RZ0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0780+STABILITY: SURFACE MOTION
 RZ0780
 RZ0780  HISTORY     - Date     Condition        Report By
 RZ0780  HISTORY     - UNK      MONUMENTED       USGS
 RZ0780  HISTORY     - 1952     GOOD             NGS
 RZ0780  HISTORY     - 1974     GOOD
 RZ0780  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0780
 RZ0780                          STATION DESCRIPTION
 RZ0780
 RZ0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0780'1.6 MI E FROM PULLMAN.
 RZ0780'0.2 MILE SOUTH ALONG GRANDE AVENUE FROM THE UNION PACIFIC RAILWAY
 RZ0780'STATION AT PULLMAN, THENCE 1.4 MILES EAST ALONG STATE HIGHWAY 3, ON
 RZ0780'THE SOUTH BANK OF A CREEK, 102 FEET SOUTH OF THE CENTER LINE OF THE
 RZ0780'HIGHWAY, 83.5 FEET NORTH OF THE NORTH RAIL, 55 FEET WEST OF A POWER
 RZ0780'LINE POLE, 1.9 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 RZ0780'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 RZ0780'ABOVE THE GROUND.
 RZ0780
 RZ0780                          STATION RECOVERY (1974)
 RZ0780
 RZ0780'RECOVERED 1974
 RZ0780'RECOVERED IN GOOD CONDITION.
 RZ0780
 RZ0780                          STATION RECOVERY (1980)
 RZ0780
 RZ0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0780'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE AREA
 RZ0780'DESCRIBED HAS BEEN GRADED, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0816 ***********************************************************************
 RZ0816  DESIGNATION -  B 3498
 RZ0816  PID         -  RZ0816
 RZ0816  STATE/COUNTY-  WA/WHITMAN
 RZ0816  USGS QUAD   -  VIOLA (1964)
 RZ0816
 RZ0816                         *CURRENT SURVEY CONTROL
 RZ0816  ___________________________________________________________________
 RZ0816* NAD 83(1986)-  46 47 37.     (N)    117 02 29.     (W)     SCALED    
 RZ0816* NAVD 88     -       843.828  (meters)    2768.46   (feet)  ADJUSTED  
 RZ0816  ___________________________________________________________________
 RZ0816  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 RZ0816  DYNAMIC HT  -         843.760 (meters)    2768.24  (feet)  COMP
 RZ0816  MODELED GRAV-     980,505.1   (mgal)                       NAVD 88
 RZ0816
 RZ0816  VERT ORDER  -  SECOND    CLASS 0
 RZ0816
 RZ0816.The horizontal coordinates were scaled from a topographic map and have
 RZ0816.an estimated accuracy of +/- 6 seconds.
 RZ0816
 RZ0816.The orthometric height was determined by differential leveling
 RZ0816.and adjusted by the National Geodetic Survey in June 1991..
 RZ0816
 RZ0816.The geoid height was determined by GEOID03.
 RZ0816
 RZ0816.The dynamic height is computed by dividing the NAVD 88
 RZ0816.geopotential number by the normal gravity value computed on the
 RZ0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0816.degrees latitude (g = 980.6199 gals.).
 RZ0816
 RZ0816.The modeled gravity was interpolated from observed gravity values.
 RZ0816
 RZ0816;                    North         East    Units  Estimated Accuracy
 RZ0816;SPC WA S     -   168,100.      763,950.      MT  (+/- 180 meters Scaled)
 RZ0816
 RZ0816                          SUPERSEDED SURVEY CONTROL
 RZ0816
 RZ0816  NGVD 29 (??/??/92)  842.709  (m)         2764.79   (f) ADJ UNCH    2 0
 RZ0816
 RZ0816.Superseded values are not recommended for survey control.
 RZ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0816.See file dsdata.txt to determine how the superseded data were derived.
 RZ0816
 RZ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM968822(NAD 83)
 RZ0816_MARKER: DD = SURVEY DISK
 RZ0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0816_STAMPING: B 3498
 RZ0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0816+STABILITY: SURFACE MOTION
 RZ0816
 RZ0816  HISTORY     - Date     Condition        Report By
 RZ0816  HISTORY     - UNK      MONUMENTED
 RZ0816  HISTORY     - 1952     GOOD             NGS
 RZ0816
 RZ0816                          STATION DESCRIPTION
 RZ0816
 RZ0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0816'4.7 MI N FROM MOSCOW, ID.
 RZ0816'4.7 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RZ0816'MOSCOW, ABOUT 150 YARDS NORTHEAST OF A RANCHHOUSE, ABOUT 107 YARDS
 RZ0816'WEST OF THE WASHINGTON-IDAHO STATE LINE, 0.4 MILE NORTHWEST OF
 RZ0816'MILEPOLE 86, 77 1/2 FEET WEST OF A TELEGRAPH POLE, 47 1/2 FEET
 RZ0816'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 2.3 FEET NORTHEAST OF A
 RZ0816'FENCE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 8 FEET HIGHER THAN THE
 RZ0816'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 RZ0816'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0770 ***********************************************************************
 SV0770  DESIGNATION -  B 35 RESET 1944
 SV0770  PID         -  SV0770
 SV0770  STATE/COUNTY-  WA/SPOKANE
 SV0770  USGS QUAD   -  SPOKANE NE (1986)
 SV0770
 SV0770                         *CURRENT SURVEY CONTROL
 SV0770  ___________________________________________________________________
 SV0770* NAD 83(1986)-  47 39 27.     (N)    117 20 45.     (W)     SCALED    
 SV0770* NAVD 88     -       587.44   (meters)    1927.3    (feet)  RESET     
 SV0770  ___________________________________________________________________
 SV0770  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 SV0770
 SV0770  VERT ORDER  -  THIRD
 SV0770
 SV0770.The horizontal coordinates were scaled from a topographic map and have
 SV0770.an estimated accuracy of +/- 6 seconds.
 SV0770
 SV0770.The orthometric height was computed from unverified reset data.
 SV0770.No vertical observational check was made to the station.
 SV0770
 SV0770.The geoid height was determined by GEOID03.
 SV0770
 SV0770;                    North         East    Units  Estimated Accuracy
 SV0770;SPC WA N     -    79,040.      761,880.      MT  (+/- 180 meters Scaled)
 SV0770
 SV0770                          SUPERSEDED SURVEY CONTROL
 SV0770
 SV0770  NGVD 29 (??/??/??)  586.29   (m)         1923.5    (f) RESET       3  
 SV0770
 SV0770.Superseded values are not recommended for survey control.
 SV0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0770.See file dsdata.txt to determine how the superseded data were derived.
 SV0770
 SV0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN740782(NAD 83)
 SV0770_MARKER: DB = BENCH MARK DISK
 SV0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0770_STAMPING: B 35 RESET 1944
 SV0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0770+STABILITY: SURFACE MOTION
 SV0770
 SV0770  HISTORY     - Date     Condition        Report By
 SV0770  HISTORY     - 1944     MONUMENTED       CGS
 SV0770  HISTORY     - 1965     GOOD             NGS
 SV0770  HISTORY     - 1967     GOOD             NGS
 SV0770  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0770
 SV0770                          STATION DESCRIPTION
 SV0770
 SV0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0770'IN SPOKANE.
 SV0770'THE MARK IS 47.8 FEET EAST OF THE NORTHEAST CORNER OF THE FENCE AROUND
 SV0770'THE GASOLINE STORAGE TANKS IN THE NORTHEAST ANGLE OF THE INTERSECTION
 SV0770'OF HAVANA STREET AND SPRAGUE AVENUE, 9.4 FEET SOUTH OF THE SOUTH RAIL
 SV0770'OF A SPUR TRACK, 3 FEET WEST OF A TELEGRAPH POLE, 6 INCHES NORTH OF
 SV0770'THE LINE OF POLES AND THE MARK PROJECTS 6 INCHES.
 SV0770
 SV0770                          STATION RECOVERY (1967)
 SV0770
 SV0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SV0770'RECOVERED IN GOOD CONDITION.
 SV0770
 SV0770                          STATION RECOVERY (1980)
 SV0770
 SV0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0770'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THIS
 SV0770'AREA HAS BEEN GRADED FOR CONSTRUCTION, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0992 ***********************************************************************
 SY0992  DESIGNATION -  B 351
 SY0992  PID         -  SY0992
 SY0992  STATE/COUNTY-  WA/KITSAP
 SY0992  USGS QUAD   -  POULSBO (1981)
 SY0992
 SY0992                         *CURRENT SURVEY CONTROL
 SY0992  ___________________________________________________________________
 SY0992* NAD 83(1986)-  47 43 24.     (N)    122 37 59.     (W)     SCALED    
 SY0992* NAVD 88     -        28.806  (meters)      94.51   (feet)  POSTED    
 SY0992  ___________________________________________________________________
 SY0992  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 SY0992  DYNAMIC HT  -          28.810 (meters)      94.52  (feet)  COMP
 SY0992  MODELED GRAV-     980,785.9   (mgal)                       NAVD 88
 SY0992
 SY0992  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0992
 SY0992.The horizontal coordinates were scaled from a topographic map and have
 SY0992.an estimated accuracy of +/- 6 seconds.
 SY0992
 SY0992.The orthometric height was determined by differential leveling
 SY0992.and adjusted by the National Geodetic Survey in 1992..
 SY0992.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0992.rate of 0.0 thru 1.0 mm/km.
 SY0992
 SY0992.The geoid height was determined by GEOID03.
 SY0992
 SY0992.The dynamic height is computed by dividing the NAVD 88
 SY0992.geopotential number by the normal gravity value computed on the
 SY0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0992.degrees latitude (g = 980.6199 gals.).
 SY0992
 SY0992.The modeled gravity was interpolated from observed gravity values.
 SY0992
 SY0992;                    North         East    Units  Estimated Accuracy
 SY0992;SPC WA N     -    82,000.      365,000.      MT  (+/- 180 meters Scaled)
 SY0992
 SY0992                          SUPERSEDED SURVEY CONTROL
 SY0992
 SY0992  NGVD 29 (??/??/??)   27.738  (m)           91.00   (f) ADJUSTED    1 2
 SY0992
 SY0992.Superseded values are not recommended for survey control.
 SY0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0992.See file dsdata.txt to determine how the superseded data were derived.
 SY0992
 SY0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET275856(NAD 83)
 SY0992_MARKER: DB = BENCH MARK DISK
 SY0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0992_STAMPING: B 351 1956
 SY0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0992+STABILITY: SURFACE MOTION
 SY0992
 SY0992  HISTORY     - Date     Condition        Report By
 SY0992  HISTORY     - 1956     MONUMENTED       CGS
 SY0992  HISTORY     - 1984     GOOD             USPSQD
 SY0992  HISTORY     - 19980127 MARK NOT FOUND   USPSQD
 SY0992  HISTORY     - 20010806 MARK NOT FOUND   NGS
 SY0992  HISTORY     - 20010815 MARK NOT FOUND   NGS
 SY0992
 SY0992                          STATION DESCRIPTION
 SY0992
 SY0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0992'0.9 MI SE FROM POULSBO.
 SY0992'0.1 MILE SOUTH ALONG 5TH AVENUE FROM THE POULSBO GRADE SCHOOL AT
 SY0992'POULSBO, THENCE 0.1 MILE EAST ALONG HOSTMARK STREET, THENCE 0.7 MILE
 SY0992'SOUTHEAST ALONG STATE HIGHWAY 21A.  IN R1E T26N S23, AT THE WEST END
 SY0992'OF A ROAD SIDE PARK ON THE SOUTH SIDE OF THE HIGHWAY, 63 FEET SOUTH OF
 SY0992'THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTHWEST OF THE CENTER LINE
 SY0992'OF THE WEST ENTRANCE TO THE PARK, 1.9 FEET HIGHER THAN THE HIGHWAY,
 SY0992'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SY0992'GROUND.
 SY0992
 SY0992                          STATION RECOVERY (1984)
 SY0992
 SY0992'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY0992'ROADSIDE PARK NO LONGER EXISTS. HIGHWAY 21 A NOW ST HIGHWAY 305. MARK
 SY0992'IS ADJACENT DRIVEWAY AT 17667 HIGH 305 POULSBO. 21' SOUTHEAST OF
 SY0992'CENTERLINE DRIVE AND 33' SOUTHWEST CENTERLINE HIGHWAY. WITNESS POST
 SY0992'LAYING ON GROUND.
 SY0992
 SY0992                          STATION RECOVERY (1998)
 SY0992
 SY0992'RECOVERY NOTE BY US POWER SQUADRON 1998
 SY0992'MARK NOT FOUND.
 SY0992
 SY0992                          STATION RECOVERY (2001)
 SY0992
 SY0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY0992'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY0992
 SY0992                          STATION RECOVERY (2001)
 SY0992
 SY0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY0992'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0439 ***********************************************************************
 SY0439  DESIGNATION -  B 352
 SY0439  PID         -  SY0439
 SY0439  STATE/COUNTY-  WA/KING
 SY0439  USGS QUAD   -  TACOMA NORTH (1994)
 SY0439
 SY0439                         *CURRENT SURVEY CONTROL
 SY0439  ___________________________________________________________________
 SY0439* NAD 83(1986)-  47 30 06.     (N)    122 27 41.     (W)     SCALED    
 SY0439* NAVD 88     -        65.908  (meters)     216.23   (feet)  POSTED    
 SY0439  ___________________________________________________________________
 SY0439  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 SY0439  DYNAMIC HT  -          65.920 (meters)     216.27  (feet)  COMP
 SY0439  MODELED GRAV-     980,798.2   (mgal)                       NAVD 88
 SY0439
 SY0439  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0439
 SY0439.The horizontal coordinates were scaled from a topographic map and have
 SY0439.an estimated accuracy of +/- 6 seconds.
 SY0439
 SY0439.The orthometric height was determined by differential leveling
 SY0439.and adjusted by the National Geodetic Survey in 1992..
 SY0439.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0439.rate of 0.0 thru 1.0 mm/km.
 SY0439
 SY0439.The geoid height was determined by GEOID03.
 SY0439
 SY0439.The dynamic height is computed by dividing the NAVD 88
 SY0439.geopotential number by the normal gravity value computed on the
 SY0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0439.degrees latitude (g = 980.6199 gals.).
 SY0439
 SY0439.The modeled gravity was interpolated from observed gravity values.
 SY0439
 SY0439;                    North         East    Units  Estimated Accuracy
 SY0439;SPC WA N     -    57,070.      377,350.      MT  (+/- 180 meters Scaled)
 SY0439
 SY0439                          SUPERSEDED SURVEY CONTROL
 SY0439
 SY0439  NGVD 29 (??/??/??)   64.856  (m)          212.78   (f) ADJUSTED    1 2
 SY0439
 SY0439.Superseded values are not recommended for survey control.
 SY0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0439.See file dsdata.txt to determine how the superseded data were derived.
 SY0439
 SY0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET405610(NAD 83)
 SY0439_MARKER: DB = BENCH MARK DISK
 SY0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0439_STAMPING: B 352 1956
 SY0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0439+STABILITY: SURFACE MOTION
 SY0439
 SY0439  HISTORY     - Date     Condition        Report By
 SY0439  HISTORY     - 1956     MONUMENTED       CGS
 SY0439  HISTORY     - 1959     GOOD             CGS
 SY0439  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY0439  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY0439
 SY0439                          STATION DESCRIPTION
 SY0439
 SY0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0439'4.1 MI N FROM VASHON.
 SY0439'4.1 MILES NORTH ALONG A PAVED ROAD FROM THE VASHON ISLAND BRANCH OF
 SY0439'THE PEOPLES NATIONAL BANK OF WASHINGTON AT VASHON, IN R3E T23N S7, AT
 SY0439'THE T JUNCTION OF SOUTHWEST 116TH STREET LEADING EAST, 100 FEET EAST
 SY0439'OF AND ACROSS THE ROAD FROM A CONCRETE BLOCK HOUSE, 40 FEET EAST OF
 SY0439'THE CENTER LINE OF THE ROAD, 21 1/2 FEET NORTH OF THE CENTER LINE OF
 SY0439'THE STREET, 13.6 FEET NORTHEAST OF A 4- BY 4-FOOT POST SUPPORTING A
 SY0439'STOP SIGN, 2.1 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER
 SY0439'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SY0439'FOOT ABOVE THE GROUND.
 SY0439
 SY0439                          STATION RECOVERY (1959)
 SY0439
 SY0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 SY0439'RECOVERED IN GOOD CONDITION.
 SY0439
 SY0439                          STATION RECOVERY (1983)
 SY0439
 SY0439'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0439'MARK NOT FOUND.
 SY0439
 SY0439                          STATION RECOVERY (1989)
 SY0439
 SY0439'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTS)
 SY0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1071 ***********************************************************************
 RC1071  DESIGNATION -  B 354
 RC1071  PID         -  RC1071
 RC1071  STATE/COUNTY-  WA/SKAMANIA
 RC1071  USGS QUAD   -  NORTHWESTERN LAKE (1994)
 RC1071
 RC1071                         *CURRENT SURVEY CONTROL
 RC1071  ___________________________________________________________________
 RC1071* NAD 83(1986)-  45 45 09.     (N)    121 31 37.     (W)     SCALED    
 RC1071* NAVD 88     -        64.317  (meters)     211.01   (feet)  ADJUSTED  
 RC1071  ___________________________________________________________________
 RC1071  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC1071  DYNAMIC HT  -          64.315 (meters)     211.01  (feet)  COMP
 RC1071  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 RC1071
 RC1071  VERT ORDER  -  SECOND    CLASS 0
 RC1071
 RC1071.The horizontal coordinates were scaled from a topographic map and have
 RC1071.an estimated accuracy of +/- 6 seconds.
 RC1071
 RC1071.The orthometric height was determined by differential leveling
 RC1071.and adjusted by the National Geodetic Survey in June 1991..
 RC1071
 RC1071.The geoid height was determined by GEOID03.
 RC1071
 RC1071.The dynamic height is computed by dividing the NAVD 88
 RC1071.geopotential number by the normal gravity value computed on the
 RC1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1071.degrees latitude (g = 980.6199 gals.).
 RC1071
 RC1071.The modeled gravity was interpolated from observed gravity values.
 RC1071
 RC1071;                    North         East    Units  Estimated Accuracy
 RC1071;SPC WA S     -    47,110.      420,100.      MT  (+/- 180 meters Scaled)
 RC1071
 RC1071                          SUPERSEDED SURVEY CONTROL
 RC1071
 RC1071  NGVD 29 (??/??/92)   63.28   (m)          207.6    (f) COMPUTED    2 0
 RC1071
 RC1071.Superseded values are not recommended for survey control.
 RC1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1071.See file dsdata.txt to determine how the superseded data were derived.
 RC1071
 RC1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR145676(NAD 83)
 RC1071_MARKER: DB = BENCH MARK DISK
 RC1071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1071_SP_SET: ABUTMENT
 RC1071_STAMPING: B 354 1956
 RC1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1071
 RC1071  HISTORY     - Date     Condition        Report By
 RC1071  HISTORY     - 1956     MONUMENTED       CGS
 RC1071  HISTORY     - 1970     GOOD             NGS
 RC1071
 RC1071                          STATION DESCRIPTION
 RC1071
 RC1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 RC1071'2.0 MI N FROM UNDERWOOD.
 RC1071'0.1 MILE WEST ALONG U. S. HIGHWAY 830 FROM THE SPOKANE, PORTLAND AND
 RC1071'SEATTLE RAILWAY STATION AT UNDERWOOD, THENCE 1.0 MILE NORTH ALONG A
 RC1071'COUNTY PAVED ROAD, THENCE 0.9 MILE NORTH ALONG A COUNTY GRADED ROAD,
 RC1071'IN R10E T3N S15, 0.3 MILE SOUTHEAST OF A PACIFIC POWER AND LIGHT
 RC1071'COMPANY POWERHOUSE, AT A STEEL TRUSS BRIDGE OVER WHITE SALMON RIVER,
 RC1071'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT, 13
 RC1071'FEET NORTHWEST OF THE CENTER OF THE SOUTHWEST END OF THE BRIDGE, AND
 RC1071'ABOUT LEVEL WITH THE BRIDGE DECK.
 RC1071
 RC1071                          STATION RECOVERY (1970)
 RC1071
 RC1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0905 ***********************************************************************
 SV0905  DESIGNATION -  B 355
 SV0905  PID         -  SV0905
 SV0905  STATE/COUNTY-  WA/SPOKANE
 SV0905  USGS QUAD   -  TYLER (1980)
 SV0905
 SV0905                         *CURRENT SURVEY CONTROL
 SV0905  ___________________________________________________________________
 SV0905* NAD 83(1986)-  47 25 40.     (N)    117 47 40.     (W)     SCALED    
 SV0905* NAVD 88     -       699.542  (meters)    2295.08   (feet)  ADJUSTED  
 SV0905  ___________________________________________________________________
 SV0905  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 SV0905  DYNAMIC HT  -         699.557 (meters)    2295.13  (feet)  COMP
 SV0905  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 SV0905
 SV0905  VERT ORDER  -  SECOND    CLASS 0
 SV0905
 SV0905.The horizontal coordinates were scaled from a topographic map and have
 SV0905.an estimated accuracy of +/- 6 seconds.
 SV0905
 SV0905.The orthometric height was determined by differential leveling
 SV0905.and adjusted by the National Geodetic Survey in June 1991..
 SV0905
 SV0905.The geoid height was determined by GEOID03.
 SV0905
 SV0905.The dynamic height is computed by dividing the NAVD 88
 SV0905.geopotential number by the normal gravity value computed on the
 SV0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0905.degrees latitude (g = 980.6199 gals.).
 SV0905
 SV0905.The modeled gravity was interpolated from observed gravity values.
 SV0905
 SV0905;                    North         East    Units  Estimated Accuracy
 SV0905;SPC WA N     -    52,090.      729,220.      MT  (+/- 180 meters Scaled)
 SV0905
 SV0905                          SUPERSEDED SURVEY CONTROL
 SV0905
 SV0905  NGVD 29 (??/??/92)  698.355  (m)         2291.19   (f) ADJ UNCH    2 0
 SV0905
 SV0905.Superseded values are not recommended for survey control.
 SV0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0905.See file dsdata.txt to determine how the superseded data were derived.
 SV0905
 SV0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN400530(NAD 83)
 SV0905_MARKER: DB = BENCH MARK DISK
 SV0905_SETTING: 0 = UNSPECIFIED SETTING
 SV0905_STAMPING: B 355 1957
 SV0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0905
 SV0905  HISTORY     - Date     Condition        Report By
 SV0905  HISTORY     - 1957     MONUMENTED       CGS
 SV0905  HISTORY     - 1965     GOOD             NGS
 SV0905  HISTORY     - 1979     GOOD             USGS
 SV0905
 SV0905                          STATION DESCRIPTION
 SV0905
 SV0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0905'11.6 MI SW FROM CHENEY.
 SV0905'IN A 6-FOOT LONG, REDDISH COLORED BOULDER WHICH PROJECTS 2 FEET ON THE
 SV0905'WEST SIDE AND IS FLUSH ON THE EAST SIDE.  IT IS ABOUT 50 YARDS
 SV0905'SOUTHWEST OF THE NORTHEAST END OF A 150-YARD LONG STRAIGHT STRETCH OF
 SV0905'TRACK, 9 FEET SOUTHEAST OF AND 1 FOOT HIGHER THAN THE TRACK.
 SV0905
 SV0905                          STATION RECOVERY (1979)
 SV0905
 SV0905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SV0905'IN SPOKANE COUNTY, ABOUT 11.6 MILES SOUTHWEST OF CHENEY, ABOUT 0.9
 SV0905'MILES SOUTHWEST OF GENERAL STORE AT TYLER, ABOUT 21 RAILS NORTH OF
 SV0905'MILEPOST 28, ABOUT 17 1/2 RAILS NORTH OF THE SIGN "STATION ONE MILE",
 SV0905'AT THE MIDDLE OF A STRAIGHT STRETCH OF TRACK, 9.9 FEET EAST OF THE
 SV0905'EAST RAIL, IN A ROCK OUTCROP, AND ABOUT 1.4 FEET HIGHER THAN THE
 SV0905'TRACK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0266 ***********************************************************************
 SW0266  DESIGNATION -  B 356
 SW0266  PID         -  SW0266
 SW0266  STATE/COUNTY-  WA/ADAMS
 SW0266  USGS QUAD   -  REIMAN SW (1982)
 SW0266
 SW0266                         *CURRENT SURVEY CONTROL
 SW0266  ___________________________________________________________________
 SW0266* NAD 83(1986)-  47 05 26.     (N)    118 40 29.     (W)     SCALED    
 SW0266* NAVD 88     -       498.887  (meters)    1636.77   (feet)  ADJUSTED  
 SW0266  ___________________________________________________________________
 SW0266  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 SW0266  DYNAMIC HT  -         498.909 (meters)    1636.84  (feet)  COMP
 SW0266  MODELED GRAV-     980,642.9   (mgal)                       NAVD 88
 SW0266
 SW0266  VERT ORDER  -  SECOND    CLASS 0
 SW0266
 SW0266.The horizontal coordinates were scaled from a topographic map and have
 SW0266.an estimated accuracy of +/- 6 seconds.
 SW0266
 SW0266.The orthometric height was determined by differential leveling
 SW0266.and adjusted by the National Geodetic Survey in June 1991..
 SW0266
 SW0266.The geoid height was determined by GEOID03.
 SW0266
 SW0266.The dynamic height is computed by dividing the NAVD 88
 SW0266.geopotential number by the normal gravity value computed on the
 SW0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0266.degrees latitude (g = 980.6199 gals.).
 SW0266
 SW0266.The modeled gravity was interpolated from observed gravity values.
 SW0266
 SW0266;                    North         East    Units  Estimated Accuracy
 SW0266;SPC WA S     -   196,920.      638,570.      MT  (+/- 180 meters Scaled)
 SW0266
 SW0266                          SUPERSEDED SURVEY CONTROL
 SW0266
 SW0266  NGVD 29 (??/??/92)  497.750  (m)         1633.03   (f) ADJ UNCH    2 0
 SW0266
 SW0266.Superseded values are not recommended for survey control.
 SW0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0266.See file dsdata.txt to determine how the superseded data were derived.
 SW0266
 SW0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN728165(NAD 83)
 SW0266_MARKER: DB = BENCH MARK DISK
 SW0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0266_STAMPING: B 356 1957
 SW0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0266+STABILITY: SURFACE MOTION
 SW0266
 SW0266  HISTORY     - Date     Condition        Report By
 SW0266  HISTORY     - 1957     MONUMENTED       CGS
 SW0266  HISTORY     - 1968     GOOD             NGS
 SW0266  HISTORY     - 1980     GOOD             NGS
 SW0266
 SW0266                          STATION DESCRIPTION
 SW0266
 SW0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0266'14.8 MI W FROM RITZVILLE.
 SW0266'MARK IS 14.8 MILES WEST ALONG INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY
 SW0266'10 FROM THE STATE HIGHWAY 261 OVERPASS AT RITZVILLE, 0.55 MILE WEST OF
 SW0266'THE INTERSECTION WHERE STATE HIGHWAY 21 GOES NORTH AT A CUT ON THE
 SW0266'EASTERN SLOPE OF A HILL.  IT IS 47.5 FEET SOUTH OF AND 2 FEET HIGHER
 SW0266'THAN THE CENTER OF U.S. HIGHWAY 10, ON THE CUT BANK.  MARK IS 4 FEET
 SW0266'LOWER THAN THE CULTIVATED FIELD, A STANDARD DISK SET IN A SQUARE
 SW0266'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ON THE NORTH SIDE AND IS
 SW0266'FLUSH WITH THE BANK ON THE SOUTH SIDE.  A METAL WITNESS POST WAS SET
 SW0266'ONE FOOT SOUTH OF THE MARK.
 SW0266
 SW0266                          STATION RECOVERY (1980)
 SW0266
 SW0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SW0266'6.3 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM ITS JUNCTION WITH
 SW0266'STATE HIGHWAY 261 IN RITZVILLE THENCE 9.0 MILES WEST ALONG THE SOUTH
 SW0266'FRONTAGE ROAD (OLD HIGHWAY 10)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0236 ***********************************************************************
 SB0236  DESIGNATION -  B 358
 SB0236  PID         -  SB0236
 SB0236  STATE/COUNTY-  WA/KITTITAS
 SB0236  USGS QUAD   -  BOYLSTON (1953)
 SB0236
 SB0236                         *CURRENT SURVEY CONTROL
 SB0236  ___________________________________________________________________
 SB0236* NAD 83(1986)-  46 58 34.     (N)    120 13 45.     (W)     SCALED    
 SB0236* NAVD 88     -       742.830  (meters)    2437.10   (feet)  ADJUSTED  
 SB0236  ___________________________________________________________________
 SB0236  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SB0236  DYNAMIC HT  -         742.810 (meters)    2437.04  (feet)  COMP
 SB0236  MODELED GRAV-     980,562.1   (mgal)                       NAVD 88
 SB0236
 SB0236  VERT ORDER  -  SECOND    CLASS 0
 SB0236
 SB0236.The horizontal coordinates were scaled from a topographic map and have
 SB0236.an estimated accuracy of +/- 6 seconds.
 SB0236
 SB0236.The orthometric height was determined by differential leveling
 SB0236.and adjusted by the National Geodetic Survey in June 1991..
 SB0236
 SB0236.The geoid height was determined by GEOID03.
 SB0236
 SB0236.The dynamic height is computed by dividing the NAVD 88
 SB0236.geopotential number by the normal gravity value computed on the
 SB0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0236.degrees latitude (g = 980.6199 gals.).
 SB0236
 SB0236.The modeled gravity was interpolated from observed gravity values.
 SB0236
 SB0236;                    North         East    Units  Estimated Accuracy
 SB0236;SPC WA S     -   182,630.      520,610.      MT  (+/- 180 meters Scaled)
 SB0236
 SB0236                          SUPERSEDED SURVEY CONTROL
 SB0236
 SB0236  NGVD 29 (??/??/92)  741.681  (m)         2433.33   (f) ADJ UNCH    2 0
 SB0236
 SB0236.Superseded values are not recommended for survey control.
 SB0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0236.See file dsdata.txt to determine how the superseded data were derived.
 SB0236
 SB0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT107062(NAD 83)
 SB0236_MARKER: DB = BENCH MARK DISK
 SB0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0236_STAMPING: B 358 1957
 SB0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0236+STABILITY: SURFACE MOTION
 SB0236
 SB0236  HISTORY     - Date     Condition        Report By
 SB0236  HISTORY     - 1957     MONUMENTED       CGS
 SB0236
 SB0236                          STATION DESCRIPTION
 SB0236
 SB0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SB0236'12.9 MI W FROM VANTAGE.
 SB0236'12.9 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN VANTAGE,
 SB0236'15.8 MILES EAST FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN
 SB0236'ELLENSBURG, 50 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 10, 42
 SB0236'FEET NORTHEAST OF THE WEST END OF A STEEL GUARD RAIL, 1.6 FEET SOUTH
 SB0236'OF A EAST WEST FENCE, 3 FEET EAST OF A WHITE WITNESS POST, A 12 IN.
 SB0236'SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 SB0236'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0809 ***********************************************************************
 SV0809  DESIGNATION -  B 36
 SV0809  PID         -  SV0809
 SV0809  STATE/COUNTY-  WA/SPOKANE
 SV0809  USGS QUAD   -  LATAH (1980)
 SV0809
 SV0809                         *CURRENT SURVEY CONTROL
 SV0809  ___________________________________________________________________
 SV0809* NAD 83(1986)-  47 16 53.     (N)    117 09 36.     (W)     SCALED    
 SV0809* NAVD 88     -       746.263  (meters)    2448.36   (feet)  ADJUSTED  
 SV0809  ___________________________________________________________________
 SV0809  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 SV0809  DYNAMIC HT  -         746.260 (meters)    2448.35  (feet)  COMP
 SV0809  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 SV0809
 SV0809  VERT ORDER  -  FIRST     CLASS II
 SV0809
 SV0809.The horizontal coordinates were scaled from a topographic map and have
 SV0809.an estimated accuracy of +/- 6 seconds.
 SV0809
 SV0809.The orthometric height was determined by differential leveling
 SV0809.and adjusted by the National Geodetic Survey in June 1991..
 SV0809
 SV0809.The geoid height was determined by GEOID03.
 SV0809
 SV0809.The dynamic height is computed by dividing the NAVD 88
 SV0809.geopotential number by the normal gravity value computed on the
 SV0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0809.degrees latitude (g = 980.6199 gals.).
 SV0809
 SV0809.The modeled gravity was interpolated from observed gravity values.
 SV0809
 SV0809;                    North         East    Units  Estimated Accuracy
 SV0809;SPC WA N     -    37,920.      777,820.      MT  (+/- 180 meters Scaled)
 SV0809
 SV0809                          SUPERSEDED SURVEY CONTROL
 SV0809
 SV0809  NGVD 29 (??/??/92)  745.102  (m)         2444.56   (f) ADJ UNCH    1 2
 SV0809
 SV0809.Superseded values are not recommended for survey control.
 SV0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0809.See file dsdata.txt to determine how the superseded data were derived.
 SV0809
 SV0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN879364(NAD 83)
 SV0809_MARKER: DB = BENCH MARK DISK
 SV0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0809_STAMPING: B 36 1933
 SV0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0809+STABILITY: SURFACE MOTION
 SV0809
 SV0809  HISTORY     - Date     Condition        Report By
 SV0809  HISTORY     - 1933     MONUMENTED       CGS
 SV0809  HISTORY     - 1954     MARK NOT FOUND   USGS
 SV0809  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0809
 SV0809                          STATION DESCRIPTION
 SV0809
 SV0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SV0809'7.0 MI NW FROM TEKOA.
 SV0809'7.0 MILES NORTHWEST OF TEKOA DEPOT.  165 FEET NORTHWEST OF MILE POST
 SV0809'123.  ABOUT 0.2 MILES SOUTH OF LATAH RAILROAD DEPOT.  30 FEET EAST OF
 SV0809'THE CENTERLINE OF THE OREGON-WASHINGTON RAILROAD AND NAVIGATION
 SV0809'COMPANY RAILROAD.
 SV0809
 SV0809                          STATION RECOVERY (1954)
 SV0809
 SV0809'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 SV0809'MARK NOT FOUND.
 SV0809
 SV0809                          STATION RECOVERY (1976)
 SV0809
 SV0809'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1012 ***********************************************************************
 RC1012  DESIGNATION -  B 362
 RC1012  PID         -  RC1012
 RC1012  STATE/COUNTY-  WA/KLICKITAT
 RC1012  USGS QUAD   -  THE DALLES NORTH (1994)
 RC1012
 RC1012                         *CURRENT SURVEY CONTROL
 RC1012  ___________________________________________________________________
 RC1012* NAD 83(1986)-  45 38 22.     (N)    121 11 41.     (W)     SCALED    
 RC1012* NAVD 88     -        40.519  (meters)     132.94   (feet)  ADJUSTED  
 RC1012  ___________________________________________________________________
 RC1012  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC1012  DYNAMIC HT  -          40.518 (meters)     132.93  (feet)  COMP
 RC1012  MODELED GRAV-     980,600.2   (mgal)                       NAVD 88
 RC1012
 RC1012  VERT ORDER  -  FIRST     CLASS I
 RC1012
 RC1012.The horizontal coordinates were scaled from a topographic map and have
 RC1012.an estimated accuracy of +/- 6 seconds.
 RC1012
 RC1012.The orthometric height was determined by differential leveling
 RC1012.and adjusted by the National Geodetic Survey in June 1991..
 RC1012
 RC1012.The geoid height was determined by GEOID03.
 RC1012
 RC1012.The dynamic height is computed by dividing the NAVD 88
 RC1012.geopotential number by the normal gravity value computed on the
 RC1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1012.degrees latitude (g = 980.6199 gals.).
 RC1012
 RC1012.The modeled gravity was interpolated from observed gravity values.
 RC1012
 RC1012;                    North         East    Units  Estimated Accuracy
 RC1012;SPC WA S     -    34,260.      445,830.      MT  (+/- 180 meters Scaled)
 RC1012
 RC1012                          SUPERSEDED SURVEY CONTROL
 RC1012
 RC1012  NGVD 29 (??/??/92)   39.522  (m)          129.67   (f) ADJ UNCH    1 1
 RC1012
 RC1012.Superseded values are not recommended for survey control.
 RC1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1012.See file dsdata.txt to determine how the superseded data were derived.
 RC1012
 RC1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR406555(NAD 83)
 RC1012_MARKER: DB = BENCH MARK DISK
 RC1012_SETTING: 66 = SET IN ROCK OUTCROP
 RC1012_SP_SET: ROCK OUTCROP
 RC1012_STAMPING: B 362 1959
 RC1012_MARK LOGO: CGS   
 RC1012_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1012+STABILITY: POSITION/ELEVATION WELL
 RC1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC1012+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1998
 RC1012
 RC1012  HISTORY     - Date     Condition        Report By
 RC1012  HISTORY     - 1959     MONUMENTED       CGS
 RC1012  HISTORY     - 1968     GOOD             NGS
 RC1012  HISTORY     - 19980325 GOOD             NGS
 RC1012
 RC1012                          STATION DESCRIPTION
 RC1012
 RC1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1012'2.45 MI NW FROM NORTH DALLES.
 RC1012'2.45 MILES NORTHWEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RC1012'FROM THE STATION AT NORTH DALLES, IN R13E T2N, SECTION 21, AT THE
 RC1012'SOUTH END OF A ROCKY CUT, IN THE TOP OF A LEDGE OF AN OUTCROP WHICH
 RC1012'PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 30 FEET EAST OF THE EAST RAIL,
 RC1012'48 1/2 FEET NORTH-NORTHEAST OF MILEAGE SIGN 91.65, 12 FEET NORTHWEST
 RC1012'OF A TELEPHONE POLE WITH A GUY WIRE, AND ABOUT LEVEL WITH THE TRACK.
 RC1012
 RC1012                          STATION RECOVERY (1998)
 RC1012
 RC1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 RC1012'9.9 KM (6.15 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 RC1012'IN LYLE, THENCE 2.2 KM (1.35 MI) SOUTHERLY ALONG DALLESPORT ROAD,
 RC1012'THENCE 1.0 KM (0.60 MI) WESTERLY ALONG GARDEN LANE, THENCE 1.3 KM
 RC1012'(0.80 MI) NORTHERLY ALONG A TRACK ROAD (OLD RAILROAD GRADE) , NEAR THE
 RC1012'CENTER OF A 2 BY 3-FT EXPOSED AREA OF BEDROCK AT THE SOUTH END OF A
 RC1012'RAILROAD GRADE, 50.7 M (166.3 FT) EAST OF THE ROAD CENTER, 8.6 M (28.2
 RC1012'FT) WEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 6.1 M
 RC1012'(20.0 FT) WEST OF A FENCE, 3.5 M (11.5 FT) NORTHWEST OF A UTILITY
 RC1012'POLE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK. NOTE--THE DISK
 RC1012'HAS BEEN MUTILATED AND THE STAMPING IS BARELY LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0127 ***********************************************************************
 TQ0127  DESIGNATION -  B 369
 TQ0127  PID         -  TQ0127
 TQ0127  STATE/COUNTY-  WA/WHATCOM
 TQ0127  USGS QUAD   -  SLATE PEAK (1963)
 TQ0127
 TQ0127                         *CURRENT SURVEY CONTROL
 TQ0127  ___________________________________________________________________
 TQ0127* NAD 83(1986)-  48 44 07.     (N)    120 41 33.     (W)     SCALED    
 TQ0127* NAVD 88     -      1579.758  (meters)    5182.92   (feet)  ADJUSTED  
 TQ0127  ___________________________________________________________________
 TQ0127  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 TQ0127  DYNAMIC HT  -        1579.663 (meters)    5182.61  (feet)  COMP
 TQ0127  MODELED GRAV-     980,493.8   (mgal)                       NAVD 88
 TQ0127
 TQ0127  VERT ORDER  -  FIRST     CLASS II
 TQ0127
 TQ0127.The horizontal coordinates were scaled from a topographic map and have
 TQ0127.an estimated accuracy of +/- 6 seconds.
 TQ0127
 TQ0127.The orthometric height was determined by differential leveling
 TQ0127.and adjusted by the National Geodetic Survey in June 1991..
 TQ0127
 TQ0127.The geoid height was determined by GEOID03.
 TQ0127
 TQ0127.The dynamic height is computed by dividing the NAVD 88
 TQ0127.geopotential number by the normal gravity value computed on the
 TQ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0127.degrees latitude (g = 980.6199 gals.).
 TQ0127
 TQ0127.The modeled gravity was interpolated from observed gravity values.
 TQ0127
 TQ0127;                    North         East    Units  Estimated Accuracy
 TQ0127;SPC WA N     -   192,950.      510,360.      MT  (+/- 180 meters Scaled)
 TQ0127
 TQ0127                          SUPERSEDED SURVEY CONTROL
 TQ0127
 TQ0127  NGVD 29 (??/??/92) 1578.378  (m)         5178.40   (f) ADJ UNCH    1 2
 TQ0127
 TQ0127.Superseded values are not recommended for survey control.
 TQ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0127.See file dsdata.txt to determine how the superseded data were derived.
 TQ0127
 TQ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV696005(NAD 83)
 TQ0127_MARKER: DB = BENCH MARK DISK
 TQ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0127_STAMPING: B 369 1958
 TQ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0127+STABILITY: SURFACE MOTION
 TQ0127
 TQ0127  HISTORY     - Date     Condition        Report By
 TQ0127  HISTORY     - 1958     MONUMENTED       CGS
 TQ0127
 TQ0127                          STATION DESCRIPTION
 TQ0127
 TQ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0127'1.9 MI NW FROM HARTS PASS GUARD STA.
 TQ0127'1.9 MILES NORTHWEST ALONG A DIRT ROAD FROM THE GUARD STATION AT HARTS
 TQ0127'PASS, 13 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET
 TQ0127'NORTHWEST OF THE NORTHEAST END OF A 24-INCH PIPE CULVERT, 30 FEET
 TQ0127'NORTH AND ACROSS THE ROAD FROM A 40-INCH PINE TREE BEARING A WITNESS
 TQ0127'PLAQUE, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 TQ0127'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0601 ***********************************************************************
 RZ0601  DESIGNATION -  B 37
 RZ0601  PID         -  RZ0601
 RZ0601  STATE/COUNTY-  WA/WHITMAN
 RZ0601  USGS QUAD   -  PALOUSE (1975)
 RZ0601
 RZ0601                         *CURRENT SURVEY CONTROL
 RZ0601  ___________________________________________________________________
 RZ0601* NAD 83(1986)-  46 52 46.     (N)    117 05 11.     (W)     SCALED    
 RZ0601* NAVD 88     -       786.157  (meters)    2579.25   (feet)  ADJUSTED  
 RZ0601  ___________________________________________________________________
 RZ0601  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 RZ0601  DYNAMIC HT  -         786.105 (meters)    2579.08  (feet)  COMP
 RZ0601  MODELED GRAV-     980,522.2   (mgal)                       NAVD 88
 RZ0601
 RZ0601  VERT ORDER  -  FIRST     CLASS II
 RZ0601
 RZ0601.The horizontal coordinates were scaled from a topographic map and have
 RZ0601.an estimated accuracy of +/- 6 seconds.
 RZ0601
 RZ0601.The orthometric height was determined by differential leveling
 RZ0601.and adjusted by the National Geodetic Survey in June 1991..
 RZ0601
 RZ0601.The geoid height was determined by GEOID03.
 RZ0601
 RZ0601.The dynamic height is computed by dividing the NAVD 88
 RZ0601.geopotential number by the normal gravity value computed on the
 RZ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0601.degrees latitude (g = 980.6199 gals.).
 RZ0601
 RZ0601.The modeled gravity was interpolated from observed gravity values.
 RZ0601
 RZ0601;                    North         East    Units  Estimated Accuracy
 RZ0601;SPC WA S     -   177,480.      760,110.      MT  (+/- 180 meters Scaled)
 RZ0601
 RZ0601                          SUPERSEDED SURVEY CONTROL
 RZ0601
 RZ0601  NGVD 29 (??/??/92)  785.040  (m)         2575.59   (f) ADJ UNCH    1 2
 RZ0601
 RZ0601.Superseded values are not recommended for survey control.
 RZ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0601.See file dsdata.txt to determine how the superseded data were derived.
 RZ0601
 RZ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM934917(NAD 83)
 RZ0601_MARKER: DB = BENCH MARK DISK
 RZ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0601_STAMPING: B 37 1933
 RZ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0601+STABILITY: SURFACE MOTION
 RZ0601
 RZ0601  HISTORY     - Date     Condition        Report By
 RZ0601  HISTORY     - 1933     MONUMENTED       CGS
 RZ0601  HISTORY     - 1952     GOOD             NGS
 RZ0601
 RZ0601                          STATION DESCRIPTION
 RZ0601
 RZ0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0601'2.4 MI SW FROM PALOUSE.
 RZ0601'2.4 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RZ0601'STATION AT PALOUSE, ON THE INSIDE OF A CURVE, AT THE NORTHWEST END OF
 RZ0601'A SHORT SHALLOW CUT, 2 RAILS SOUTHEAST OF THE SOUTHEAST END OF A LONG
 RZ0601'DEEP CUT, 40.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10.0 FEET
 RZ0601'NORTHEAST OF A FENCE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 RZ0601'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0212 ***********************************************************************
 TQ0212  DESIGNATION -  B 370
 TQ0212  PID         -  TQ0212
 TQ0212  STATE/COUNTY-  WA/WHATCOM
 TQ0212  USGS QUAD   -  ROSS DAM (1971)
 TQ0212
 TQ0212                         *CURRENT SURVEY CONTROL
 TQ0212  ___________________________________________________________________
 TQ0212* NAD 83(1986)-  48 43 55.     (N)    121 03 05.     (W)     SCALED    
 TQ0212* NAVD 88     -       551.051  (meters)    1807.91   (feet)  ADJUSTED  
 TQ0212  ___________________________________________________________________
 TQ0212  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 TQ0212  DYNAMIC HT  -         551.111 (meters)    1808.10  (feet)  COMP
 TQ0212  MODELED GRAV-     980,703.0   (mgal)                       NAVD 88
 TQ0212
 TQ0212  VERT ORDER  -  FIRST     CLASS II
 TQ0212
 TQ0212.The horizontal coordinates were scaled from a topographic map and have
 TQ0212.an estimated accuracy of +/- 6 seconds.
 TQ0212
 TQ0212.The orthometric height was determined by differential leveling
 TQ0212.and adjusted by the National Geodetic Survey in June 1991..
 TQ0212
 TQ0212.The geoid height was determined by GEOID03.
 TQ0212
 TQ0212.The dynamic height is computed by dividing the NAVD 88
 TQ0212.geopotential number by the normal gravity value computed on the
 TQ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0212.degrees latitude (g = 980.6199 gals.).
 TQ0212
 TQ0212.The modeled gravity was interpolated from observed gravity values.
 TQ0212
 TQ0212;                    North         East    Units  Estimated Accuracy
 TQ0212;SPC WA N     -   192,590.      483,960.      MT  (+/- 180 meters Scaled)
 TQ0212
 TQ0212                          SUPERSEDED SURVEY CONTROL
 TQ0212
 TQ0212  NGVD 29 (??/??/92)  549.820  (m)         1803.87   (f) ADJ UNCH    1 2
 TQ0212
 TQ0212.Superseded values are not recommended for survey control.
 TQ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0212.See file dsdata.txt to determine how the superseded data were derived.
 TQ0212
 TQ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU432994(NAD 83)
 TQ0212_MARKER: DB = BENCH MARK DISK
 TQ0212_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0212_SP_SET: ROCK OUTCROP
 TQ0212_STAMPING: B 370 1958
 TQ0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0212+STABILITY: POSITION/ELEVATION WELL
 TQ0212
 TQ0212  HISTORY     - Date     Condition        Report By
 TQ0212  HISTORY     - 1958     MONUMENTED       CGS
 TQ0212
 TQ0212                          STATION DESCRIPTION
 TQ0212
 TQ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0212'1.1 MI SE FROM ROSS DAM.
 TQ0212'1.1 MILES SOUTHEAST ALONG RUBY CREEK TRAIL FROM THE SOUTHEAST END OF
 TQ0212'ROSS DAM, IN THE TOP OF A LEDGE OF A GRANITE OUTCROP, 3 1/2 FEET
 TQ0212'SOUTHWEST OF THE CENTER OF THE TRAIL, 12 1/2 FEET SOUTHWEST OF AN
 TQ0212'8-INCH FIR TREE WITH A TRIANGULAR BLAZE, AND ABOUT 2 FEET HIGHER THAN
 TQ0212'THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0325 ***********************************************************************
 SW0325  DESIGNATION -  B 371
 SW0325  PID         -  SW0325
 SW0325  STATE/COUNTY-  WA/ADAMS
 SW0325  USGS QUAD   -  BATUM (1967)
 SW0325
 SW0325                         *CURRENT SURVEY CONTROL
 SW0325  ___________________________________________________________________
 SW0325* NAD 83(1986)-  47 12 13.     (N)    118 48 51.     (W)     SCALED    
 SW0325* NAVD 88     -       543.739  (meters)    1783.92   (feet)  ADJUSTED  
 SW0325  ___________________________________________________________________
 SW0325  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 SW0325  DYNAMIC HT  -         543.763 (meters)    1784.00  (feet)  COMP
 SW0325  MODELED GRAV-     980,640.8   (mgal)                       NAVD 88
 SW0325
 SW0325  VERT ORDER  -  SECOND    CLASS 0
 SW0325
 SW0325.The horizontal coordinates were scaled from a topographic map and have
 SW0325.an estimated accuracy of +/- 6 seconds.
 SW0325
 SW0325.The orthometric height was determined by differential leveling
 SW0325.and adjusted by the National Geodetic Survey in June 1991..
 SW0325
 SW0325.The geoid height was determined by GEOID03.
 SW0325
 SW0325.The dynamic height is computed by dividing the NAVD 88
 SW0325.geopotential number by the normal gravity value computed on the
 SW0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0325.degrees latitude (g = 980.6199 gals.).
 SW0325
 SW0325.The modeled gravity was interpolated from observed gravity values.
 SW0325
 SW0325;                    North         East    Units  Estimated Accuracy
 SW0325;SPC WA S     -   209,250.      627,720.      MT  (+/- 180 meters Scaled)
 SW0325
 SW0325                          SUPERSEDED SURVEY CONTROL
 SW0325
 SW0325  NGVD 29 (??/??/92)  542.618  (m)         1780.24   (f) ADJ UNCH    2 0
 SW0325
 SW0325.Superseded values are not recommended for survey control.
 SW0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0325.See file dsdata.txt to determine how the superseded data were derived.
 SW0325
 SW0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN626293(NAD 83)
 SW0325_MARKER: DB = BENCH MARK DISK
 SW0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0325_STAMPING: B 371 1959
 SW0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0325+STABILITY: SURFACE MOTION
 SW0325
 SW0325  HISTORY     - Date     Condition        Report By
 SW0325  HISTORY     - 1959     MONUMENTED       CGS
 SW0325  HISTORY     - 1968     GOOD             NGS
 SW0325
 SW0325                          STATION DESCRIPTION
 SW0325
 SW0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0325'14.6 MI SW FROM ODESSA.
 SW0325'IN THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 20N, RANGE 32 EAST AT
 SW0325'INTERSECTION 0.3 MILE NORTH OF STANLEY OLIVERS FARM BUILDINGS, 37 FEET
 SW0325'NORTH OF THE CENTER OF A GRAVEL ROAD, 33 FEET WEST OF THE CENTERLINE
 SW0325'OF A BLACKTOP ROAD (BATUM ROAD), ONE FOOT WEST OF A YELLOW CONCRETE
 SW0325'SECTION CORNER POST, ONE FOOT NORTH OF A METAL WITNESS POST. A
 SW0325'STANDARD DISK SET IN A ROUND CONCRETE POST PROJECTING 6 INCHES AND IS
 SW0325'ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0333 ***********************************************************************
 TQ0333  DESIGNATION -  B 374
 TQ0333  PID         -  TQ0333
 TQ0333  STATE/COUNTY-  WA/SKAGIT
 TQ0333  USGS QUAD   -  LAKE SHANNON (1989)
 TQ0333
 TQ0333                         *CURRENT SURVEY CONTROL
 TQ0333  ___________________________________________________________________
 TQ0333* NAD 83(1986)-  48 30 43.     (N)    121 41 38.     (W)     SCALED    
 TQ0333* NAVD 88     -        66.645  (meters)     218.65   (feet)  ADJUSTED  
 TQ0333  ___________________________________________________________________
 TQ0333  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 TQ0333  DYNAMIC HT  -          66.660 (meters)     218.70  (feet)  COMP
 TQ0333  MODELED GRAV-     980,832.6   (mgal)                       NAVD 88
 TQ0333
 TQ0333  VERT ORDER  -  FIRST     CLASS I
 TQ0333
 TQ0333.The horizontal coordinates were scaled from a topographic map and have
 TQ0333.an estimated accuracy of +/- 6 seconds.
 TQ0333
 TQ0333.The orthometric height was determined by differential leveling
 TQ0333.and adjusted by the National Geodetic Survey in June 1991..
 TQ0333
 TQ0333.The geoid height was determined by GEOID03.
 TQ0333
 TQ0333.The dynamic height is computed by dividing the NAVD 88
 TQ0333.geopotential number by the normal gravity value computed on the
 TQ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0333.degrees latitude (g = 980.6199 gals.).
 TQ0333
 TQ0333.The modeled gravity was interpolated from observed gravity values.
 TQ0333
 TQ0333;                    North         East    Units  Estimated Accuracy
 TQ0333;SPC WA N     -   168,460.      436,420.      MT  (+/- 180 meters Scaled)
 TQ0333
 TQ0333                          SUPERSEDED SURVEY CONTROL
 TQ0333
 TQ0333  NGVD 29 (??/??/92)   65.496  (m)          214.88   (f) ADJ UNCH    1 1
 TQ0333
 TQ0333.Superseded values are not recommended for survey control.
 TQ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0333.See file dsdata.txt to determine how the superseded data were derived.
 TQ0333
 TQ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU964740(NAD 83)
 TQ0333_MARKER: DB = BENCH MARK DISK
 TQ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0333_STAMPING: B 374 1958
 TQ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0333+STABILITY: SURFACE MOTION
 TQ0333
 TQ0333  HISTORY     - Date     Condition        Report By
 TQ0333  HISTORY     - 1958     MONUMENTED       CGS
 TQ0333  HISTORY     - 1973     GOOD             NGS
 TQ0333
 TQ0333                          STATION DESCRIPTION
 TQ0333
 TQ0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0333'4.1 MI SE FROM CONCRETE.
 TQ0333'3.45 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 TQ0333'SUPERIOR AVENUE AT CONCRETE, THENCE 0.35 MILE SOUTH AND WEST ALONG
 TQ0333'MOEN ROAD, THENCE 0.3 MILE SOUTHEAST ALONG A GRAVELED ROAD, AT THE
 TQ0333'SOUTHEAST CORNER OF THE JUNCTION OF A TRACK ROAD (FORMER RAILROAD
 TQ0333'GRADE), 17 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 18 1/2 FEET
 TQ0333'SOUTH OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 1.3 FEET SOUTHWEST
 TQ0333'OF A WITNESS POST, 3.0 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 TQ0333'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TQ0333'0.2 FOOT ABOVE THE GROUND.  1/4, SEC 18, T 35N, R 9E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0007 ***********************************************************************
 TQ0007  DESIGNATION -  B 376
 TQ0007  PID         -  TQ0007
 TQ0007  STATE/COUNTY-  WA/OKANOGAN
 TQ0007  USGS QUAD   -  MAZAMA (1991)
 TQ0007
 TQ0007                         *CURRENT SURVEY CONTROL
 TQ0007  ___________________________________________________________________
 TQ0007* NAD 83(1986)-  48 35 57.     (N)    120 25 09.     (W)     SCALED    
 TQ0007* NAVD 88     -       654.240  (meters)    2146.45   (feet)  ADJUSTED  
 TQ0007  ___________________________________________________________________
 TQ0007  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 TQ0007  DYNAMIC HT  -         654.284 (meters)    2146.60  (feet)  COMP
 TQ0007  MODELED GRAV-     980,659.3   (mgal)                       NAVD 88
 TQ0007
 TQ0007  VERT ORDER  -  FIRST     CLASS II
 TQ0007
 TQ0007.The horizontal coordinates were scaled from a topographic map and have
 TQ0007.an estimated accuracy of +/- 6 seconds.
 TQ0007
 TQ0007.The orthometric height was determined by differential leveling
 TQ0007.and adjusted by the National Geodetic Survey in June 1991..
 TQ0007
 TQ0007.The geoid height was determined by GEOID03.
 TQ0007
 TQ0007.The dynamic height is computed by dividing the NAVD 88
 TQ0007.geopotential number by the normal gravity value computed on the
 TQ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0007.degrees latitude (g = 980.6199 gals.).
 TQ0007
 TQ0007.The modeled gravity was interpolated from observed gravity values.
 TQ0007
 TQ0007;                    North         East    Units  Estimated Accuracy
 TQ0007;SPC WA N     -   177,890.      530,550.      MT  (+/- 180 meters Scaled)
 TQ0007
 TQ0007                          SUPERSEDED SURVEY CONTROL
 TQ0007
 TQ0007  NGVD 29 (??/??/92)  652.974  (m)         2142.30   (f) ADJ UNCH    1 2
 TQ0007
 TQ0007.Superseded values are not recommended for survey control.
 TQ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0007.See file dsdata.txt to determine how the superseded data were derived.
 TQ0007
 TQ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU902861(NAD 83)
 TQ0007_MARKER: DB = BENCH MARK DISK
 TQ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0007_STAMPING: B 376 1958
 TQ0007_MARK LOGO: CGS   
 TQ0007_PROJECTION: PROJECTING 8 CENTIMETERS
 TQ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0007+STABILITY: SURFACE MOTION
 TQ0007
 TQ0007  HISTORY     - Date     Condition        Report By
 TQ0007  HISTORY     - 1958     MONUMENTED       CGS
 TQ0007  HISTORY     - 1974     GOOD
 TQ0007  HISTORY     - 1982     GOOD             NGS
 TQ0007  HISTORY     - 19881116 GOOD             USGS
 TQ0007
 TQ0007                          STATION DESCRIPTION
 TQ0007
 TQ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0007'1.05 MI NW FROM MAZAMA.
 TQ0007'1.05 MILES NORTHWEST ALONG A GRAVEL ROAD FROM A STEEL TRUSS BRIDGE
 TQ0007'OVER THE METHOW RIVER AT MAZAMA, 0.35 MILE EAST OF THE JUNCTION OF A
 TQ0007'ROAD LEADING NORTH TO LANGSTON RANCH, AT THE T JUNCTION OF FENCES, 20
 TQ0007'FEET NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET WEST OF THE T
 TQ0007'JUNCTION FENCE POST, 2 FEET NORTHWEST OF TELEPHONE POLE REA CO-OP
 TQ0007'4K-14, 0.4 FOOT NORTH OF A FENCE, 1.0 FOOT NORTH OF A WITNESS POST,
 TQ0007'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TQ0007'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TQ0007
 TQ0007                          STATION RECOVERY (1974)
 TQ0007
 TQ0007'RECOVERED 1974
 TQ0007'RECOVERED IN GOOD CONDITION.
 TQ0007
 TQ0007                          STATION RECOVERY (1982)
 TQ0007
 TQ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0007'0.25 KM (0.15 MI) NORTHEAST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0007'OVER THE METHOW RIVER AT MAZAMA, THENCE 1.3 KM (0.85) NORTHWEST ALONG
 TQ0007'A PAVED ROAD, 0.6 METER (2 FT) NORTHWEST OF POWER LINE POLE 4K-14,
 TQ0007'6.1 METERS (20 FT) NORTHEAST OF THE ROAD CENTERLINE, 4.0 METERS
 TQ0007'(13 FT) WEST OF A BRACED 2 INCH ANGLE IRON FENCE POST, 2.7 METERS
 TQ0007'(9 FT) SOUTHWEST OF A FENCE.
 TQ0007'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 TQ0007'THE MARK IS ABOVE LEVEL WITH THE ROAD CENTERLINE.
 TQ0007
 TQ0007                          STATION RECOVERY (1988)
 TQ0007
 TQ0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (RWH)
 TQ0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0015 ***********************************************************************
 TQ0015  DESIGNATION -  B 377
 TQ0015  PID         -  TQ0015
 TQ0015  STATE/COUNTY-  WA/OKANOGAN
 TQ0015  USGS QUAD   -  RENDEVOUS MTN (1991)
 TQ0015
 TQ0015                         *CURRENT SURVEY CONTROL
 TQ0015  ___________________________________________________________________
 TQ0015* NAD 83(1986)-  48 32 03.     (N)    120 19 04.     (W)     SCALED    
 TQ0015* NAVD 88     -       591.193  (meters)    1939.61   (feet)  ADJUSTED  
 TQ0015  ___________________________________________________________________
 TQ0015  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 TQ0015  DYNAMIC HT  -         591.244 (meters)    1939.77  (feet)  COMP
 TQ0015  MODELED GRAV-     980,678.3   (mgal)                       NAVD 88
 TQ0015
 TQ0015  VERT ORDER  -  FIRST     CLASS II
 TQ0015
 TQ0015.The horizontal coordinates were scaled from a topographic map and have
 TQ0015.an estimated accuracy of +/- 6 seconds.
 TQ0015
 TQ0015.The orthometric height was determined by differential leveling
 TQ0015.and adjusted by the National Geodetic Survey in June 1991..
 TQ0015
 TQ0015.The geoid height was determined by GEOID03.
 TQ0015
 TQ0015.The dynamic height is computed by dividing the NAVD 88
 TQ0015.geopotential number by the normal gravity value computed on the
 TQ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0015.degrees latitude (g = 980.6199 gals.).
 TQ0015
 TQ0015.The modeled gravity was interpolated from observed gravity values.
 TQ0015
 TQ0015;                    North         East    Units  Estimated Accuracy
 TQ0015;SPC WA N     -   170,700.      538,070.      MT  (+/- 180 meters Scaled)
 TQ0015
 TQ0015                          SUPERSEDED SURVEY CONTROL
 TQ0015
 TQ0015  NGVD 29 (??/??/92)  589.944  (m)         1935.51   (f) ADJ UNCH    1 2
 TQ0015
 TQ0015.Superseded values are not recommended for survey control.
 TQ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0015.See file dsdata.txt to determine how the superseded data were derived.
 TQ0015
 TQ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU979791(NAD 83)
 TQ0015_MARKER: DB = BENCH MARK DISK
 TQ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0015_SP_SET: CONCRETE POST
 TQ0015_STAMPING: B 377 1958
 TQ0015_MARK LOGO: CGS   
 TQ0015_PROJECTION: PROJECTING 4 CENTIMETERS
 TQ0015_MAGNETIC: N = NO MAGNETIC MATERIAL
 TQ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0015+STABILITY: SURFACE MOTION
 TQ0015
 TQ0015  HISTORY     - Date     Condition        Report By
 TQ0015  HISTORY     - 1958     MONUMENTED       CGS
 TQ0015  HISTORY     - 1982     GOOD             NGS
 TQ0015  HISTORY     - 19860716 GOOD             WADT
 TQ0015  HISTORY     - 19881116 GOOD             USGS
 TQ0015
 TQ0015                          STATION DESCRIPTION
 TQ0015
 TQ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0015'6.0 MI SE FROM MAZAMA.
 TQ0015'0.2 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM A STEEL TRUSS BRIDGE OVER
 TQ0015'THE METHOW RIVER AT MAZAMA, THENCE 5.8 MILES SOUTHEAST ALONG STATE
 TQ0015'HIGHWAY 16, 0.2 MILE SOUTHEAST OF A WOODEN BRIDGE OVER A CREEK, 68 1/2
 TQ0015'FEET WEST-SOUTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVEL DRIVEWAY
 TQ0015'LEADING SOUTHWEST TO A RANCHHOUSE, 42 FEET SOUTH-SOUTHWEST OF THE
 TQ0015'CENTER LINE OF THE HIGHWAY, 53 1/2 FEET WEST-NORTHWEST OF THE CENTER
 TQ0015'LINE OF THE DRIVEWAY, 18 FEET SOUTH-SOUTHWEST OF POWER POLE REA CO-OP
 TQ0015'4-1, 0.5 FOOT NORTH-NORTHEAST OF A FENCE, 1.1 FEET SOUTHEAST OF A
 TQ0015'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TQ0015'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TQ0015
 TQ0015                          STATION RECOVERY (1982)
 TQ0015
 TQ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0015'RECOVERED IN GOOD CONDITION. NOTE--HIGHWAY 16 IS NOW HIGHWAY 20.
 TQ0015'ADD--12.2 KM (7.6 MI) NORTHWEST OF WINTHROP, 0.5 KM (0.3 MI) SOUTHEAST
 TQ0015'MILEPOST 185.
 TQ0015'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 TQ0015'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
 TQ0015
 TQ0015                          STATION RECOVERY (1986)
 TQ0015
 TQ0015'RECOVERY NOTE BY WA DEPT OF TRANSP 1986
 TQ0015'RECOVERED IN GOOD CONDITION.  ADD--30.48 M (100 FEET) SOUTH OF NEW
 TQ0015'HIGHWAY 20 AND 4.57 M (14.99 FT) SOUTH EAST OF POWER POLE.
 TQ0015
 TQ0015                          STATION RECOVERY (1988)
 TQ0015
 TQ0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (RWH)
 TQ0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0062 ***********************************************************************
 TQ0062  DESIGNATION -  B 378
 TQ0062  PID         -  TQ0062
 TQ0062  STATE/COUNTY-  WA/OKANOGAN
 TQ0062  USGS QUAD   -  TWISP EAST (1969)
 TQ0062
 TQ0062                         *CURRENT SURVEY CONTROL
 TQ0062  ___________________________________________________________________
 TQ0062* NAD 83(1986)-  48 21 34.     (N)    120 06 51.     (W)     SCALED    
 TQ0062* NAVD 88     -       483.757  (meters)    1587.13   (feet)  ADJUSTED  
 TQ0062  ___________________________________________________________________
 TQ0062  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 TQ0062  DYNAMIC HT  -         483.814 (meters)    1587.31  (feet)  COMP
 TQ0062  MODELED GRAV-     980,716.0   (mgal)                       NAVD 88
 TQ0062
 TQ0062  VERT ORDER  -  FIRST     CLASS II
 TQ0062
 TQ0062.The horizontal coordinates were scaled from a topographic map and have
 TQ0062.an estimated accuracy of +/- 6 seconds.
 TQ0062
 TQ0062.The orthometric height was determined by differential leveling
 TQ0062.and adjusted by the National Geodetic Survey in June 1991..
 TQ0062
 TQ0062.The geoid height was determined by GEOID03.
 TQ0062
 TQ0062.The dynamic height is computed by dividing the NAVD 88
 TQ0062.geopotential number by the normal gravity value computed on the
 TQ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0062.degrees latitude (g = 980.6199 gals.).
 TQ0062
 TQ0062.The modeled gravity was interpolated from observed gravity values.
 TQ0062
 TQ0062;                    North         East    Units  Estimated Accuracy
 TQ0062;SPC WA N     -   151,400.      553,290.      MT  (+/- 180 meters Scaled)
 TQ0062
 TQ0062                          SUPERSEDED SURVEY CONTROL
 TQ0062
 TQ0062  NGVD 29 (??/??/92)  482.522  (m)         1583.07   (f) ADJ UNCH    1 2
 TQ0062
 TQ0062.Superseded values are not recommended for survey control.
 TQ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0062.See file dsdata.txt to determine how the superseded data were derived.
 TQ0062
 TQ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU137602(NAD 83)
 TQ0062_MARKER: DB = BENCH MARK DISK
 TQ0062_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 TQ0062_SP_SET: BRIDGE WALKWAY
 TQ0062_STAMPING: B 378 1958
 TQ0062_MARK LOGO: CGS   
 TQ0062_MAGNETIC: N = NO MAGNETIC MATERIAL
 TQ0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TQ0062+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 TQ0062
 TQ0062  HISTORY     - Date     Condition        Report By
 TQ0062  HISTORY     - 1958     MONUMENTED       CGS
 TQ0062  HISTORY     - 1982     GOOD             NGS
 TQ0062  HISTORY     - 19920827 GOOD             NGS
 TQ0062
 TQ0062                          STATION DESCRIPTION
 TQ0062
 TQ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0062'IN TWISP.
 TQ0062'AT TWISP, 0.57 MILE EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL, IN
 TQ0062'TOP OF THE SOUTHWEST CONCRETE SIDEWALK AT THE SOUTHEAST END OF A
 TQ0062'CONCRETE BRIDGE OVER THE METHOW RIVER, 13 1/2 FEET SOUTHWEST OF THE
 TQ0062'CENTER LINE OF THE HIGHWAY, 3.3 FEET SOUTHWEST OF THE NORTHEAST EDGE
 TQ0062'OF THE SIDEWALK, 1.2 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 TQ0062'SIDEWALK, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 TQ0062
 TQ0062                          STATION RECOVERY (1982)
 TQ0062
 TQ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0062'RECOVERED IN GOOD CONDITION. NOTE--THE SCHOOL DESCRIBED IS NOW THE
 TQ0062'COMMUNITY CENTER, AND HIGHWAY 16 IS NOW HIGHWAY 20. THE DISK HAS BEEN
 TQ0062'SCRAPED AND GROVED BY HEAVY EQUIPMENT BUT IS STILL SOLID.
 TQ0062
 TQ0062                          STATION RECOVERY (1992)
 TQ0062
 TQ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TQ0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0006 ***********************************************************************
 TQ0006  DESIGNATION -  B 379
 TQ0006  PID         -  TQ0006
 TQ0006  STATE/COUNTY-  WA/OKANOGAN
 TQ0006  USGS QUAD   -  MAZAMA (1991)
 TQ0006
 TQ0006                         *CURRENT SURVEY CONTROL
 TQ0006  ___________________________________________________________________
 TQ0006* NAD 83(1986)-  48 35 56.     (N)    120 26 13.     (W)     SCALED    
 TQ0006* NAVD 88     -       659.712  (meters)    2164.41   (feet)  ADJUSTED  
 TQ0006  ___________________________________________________________________
 TQ0006  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 TQ0006  DYNAMIC HT  -         659.753 (meters)    2164.54  (feet)  COMP
 TQ0006  MODELED GRAV-     980,652.4   (mgal)                       NAVD 88
 TQ0006
 TQ0006  VERT ORDER  -  FIRST     CLASS II
 TQ0006
 TQ0006.The horizontal coordinates were scaled from a topographic map and have
 TQ0006.an estimated accuracy of +/- 6 seconds.
 TQ0006
 TQ0006.The orthometric height was determined by differential leveling
 TQ0006.and adjusted by the National Geodetic Survey in June 1991..
 TQ0006
 TQ0006.The geoid height was determined by GEOID03.
 TQ0006
 TQ0006.The dynamic height is computed by dividing the NAVD 88
 TQ0006.geopotential number by the normal gravity value computed on the
 TQ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0006.degrees latitude (g = 980.6199 gals.).
 TQ0006
 TQ0006.The modeled gravity was interpolated from observed gravity values.
 TQ0006
 TQ0006;                    North         East    Units  Estimated Accuracy
 TQ0006;SPC WA N     -   177,850.      529,240.      MT  (+/- 180 meters Scaled)
 TQ0006
 TQ0006                          SUPERSEDED SURVEY CONTROL
 TQ0006
 TQ0006  NGVD 29 (??/??/92)  658.441  (m)         2160.24   (f) ADJ UNCH    1 2
 TQ0006
 TQ0006.Superseded values are not recommended for survey control.
 TQ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0006.See file dsdata.txt to determine how the superseded data were derived.
 TQ0006
 TQ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU889860(NAD 83)
 TQ0006_MARKER: DB = BENCH MARK DISK
 TQ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0006_SP_SET: CONCRETE POST
 TQ0006_STAMPING: B 379 1958
 TQ0006_MARK LOGO: CGS   
 TQ0006_PROJECTION: FLUSH
 TQ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0006+STABILITY: SURFACE MOTION
 TQ0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TQ0006+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1989
 TQ0006
 TQ0006  HISTORY     - Date     Condition        Report By
 TQ0006  HISTORY     - 1958     MONUMENTED       CGS
 TQ0006  HISTORY     - 1974     GOOD
 TQ0006  HISTORY     - 1982     GOOD             NGS
 TQ0006  HISTORY     - 19881116 GOOD             USGS
 TQ0006  HISTORY     - 19890906 GOOD             NGS
 TQ0006
 TQ0006                          STATION DESCRIPTION
 TQ0006
 TQ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0006'1.8 MI NW FROM MAZAMA.
 TQ0006'0.2 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM A STEEL TRUSS BRIDGE OVER
 TQ0006'THE METHOW RIVER AT MAZAMA, THENCE 1.6 MILES NORTHWEST ALONG AN
 TQ0006'ASPHALT ROAD, AT EARLY WINTERS RANGER STATION, 59.6 FEET SOUTH OF THE
 TQ0006'SOUTHWEST CORNER OF THE OFFICE BUILDING, 18 1/2 FEET EAST OF THE
 TQ0006'CENTER LINE OF THE WEST ENTRANCE ROAD, 8 1/2 FEET EAST OF THE EAST END
 TQ0006'OF A GATE, 2.6 FEET NORTH OF A BOARD FENCE, ABOUT LEVEL WITH THE ROAD,
 TQ0006'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 TQ0006'GROUND.
 TQ0006
 TQ0006                          STATION RECOVERY (1974)
 TQ0006
 TQ0006'RECOVERED 1974
 TQ0006'RECOVERED IN GOOD CONDITION.
 TQ0006
 TQ0006                          STATION RECOVERY (1982)
 TQ0006
 TQ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0006'RECOVERED IN GOOD CONDITION. NOTE--GRAVEL ROAD IS NOW MAZAMA ROAD AND
 TQ0006'PAVED ROAD IS NOW HIGHWAY 20. ADD--0.2 KM (0.1 MI) NORTHWEST OF MILEPO
 TQ0006'178.
 TQ0006
 TQ0006                          STATION RECOVERY (1988)
 TQ0006
 TQ0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (RWH)
 TQ0006'RECOVERED IN GOOD CONDITION.
 TQ0006
 TQ0006                          STATION RECOVERY (1989)
 TQ0006
 TQ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TQ0006'THE STATION IS LOCATED ABOUT 53 KM (32.9 MI) WEST OF CONCONULLY, 37 KM
 TQ0006'(23.0 MI) NORTH-NORTHEAST OF STEHEKIN, 22.5 KM (14.0 MI) NORTHWEST OF
 TQ0006'WINTHROP, 1.6 KM (1.0 MI) NORTHWEST OF MAZAMA AND AT THE EARLY
 TQ0006'WINTERS RANGER STATION.
 TQ0006'TO REACH FROM THE CONCRETE BRIDGE OVER THE METHOW RIVER AT MAZAMA, GO
 TQ0006'SOUTHWEST ON MAZAMA ROAD FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF
 TQ0006'STATE ROUTE 20.  TURN RIGHT AND GO WESTERLY ON STATE ROUTE 20 FOR
 TQ0006'2.58 KM (1.60 MI) TO THE EARLY WINTERS RANGER STATION ON THE RIGHT
 TQ0006'AND THE STATION.
 TQ0006'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 TQ0006'WITH THE GROUND SURFACE.  IT IS 18.3 M (60.0 FT) SOUTH OF THE
 TQ0006'SOUTHWEST CORNER OF THE RANGER STATION, 5.8 M (19.0 FT) EAST OF THE
 TQ0006'CENTER OF THE DRIVEWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND
 TQ0006'0.15 M (0.49 FT) ABOVE THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0895 ***********************************************************************
 RZ0895  DESIGNATION -  B 38
 RZ0895  PID         -  RZ0895
 RZ0895  STATE/COUNTY-  WA/ASOTIN
 RZ0895  USGS QUAD   -  SILCOTT (1971)
 RZ0895
 RZ0895                         *CURRENT SURVEY CONTROL
 RZ0895  ___________________________________________________________________
 RZ0895* NAD 83(1986)-  46 25 16.     (N)    117 10 33.     (W)     SCALED    
 RZ0895* NAVD 88     -       221.356  (meters)     726.23   (feet)  ADJUSTED  
 RZ0895  ___________________________________________________________________
 RZ0895  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 RZ0895  DYNAMIC HT  -         221.357 (meters)     726.24  (feet)  COMP
 RZ0895  MODELED GRAV-     980,617.0   (mgal)                       NAVD 88
 RZ0895
 RZ0895  VERT ORDER  -  FIRST     CLASS II
 RZ0895
 RZ0895.The horizontal coordinates were scaled from a topographic map and have
 RZ0895.an estimated accuracy of +/- 6 seconds.
 RZ0895
 RZ0895.The orthometric height was determined by differential leveling
 RZ0895.and adjusted by the National Geodetic Survey in June 1991..
 RZ0895
 RZ0895.The geoid height was determined by GEOID03.
 RZ0895
 RZ0895.The dynamic height is computed by dividing the NAVD 88
 RZ0895.geopotential number by the normal gravity value computed on the
 RZ0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0895.degrees latitude (g = 980.6199 gals.).
 RZ0895
 RZ0895.The modeled gravity was interpolated from observed gravity values.
 RZ0895
 RZ0895;                    North         East    Units  Estimated Accuracy
 RZ0895;SPC WA S     -   126,290.      755,440.      MT  (+/- 180 meters Scaled)
 RZ0895
 RZ0895                          SUPERSEDED SURVEY CONTROL
 RZ0895
 RZ0895  NGVD 29 (??/??/92)  220.38   (m)          723.0    (f) COMPUTED    1 2
 RZ0895
 RZ0895.Superseded values are not recommended for survey control.
 RZ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0895.See file dsdata.txt to determine how the superseded data were derived.
 RZ0895
 RZ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM864408(NAD 83)
 RZ0895_MARKER: DD = SURVEY DISK
 RZ0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0895_STAMPING: B 38 1933
 RZ0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0895+STABILITY: SURFACE MOTION
 RZ0895
 RZ0895  HISTORY     - Date     Condition        Report By
 RZ0895  HISTORY     - 1933     MONUMENTED       PG+E
 RZ0895  HISTORY     - 1964     GOOD             NGS
 RZ0895
 RZ0895                          STATION DESCRIPTION
 RZ0895
 RZ0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RZ0895'5.2 MI W FROM CLARKSTON.
 RZ0895'5.2 MILES WEST ALONG U.S. HIGHWAY 410 FROM THE INTERSECTION OF
 RZ0895'SIXTEENTH AND ELM STREETS AT CLARKSTON, ASOTIN COUNTY, 15 FEET EAST OF
 RZ0895'A SIDE ROAD LEADING TO THE W.E. PARR FARMHOUSE, 33 FEET SOUTH OF THE
 RZ0895'CENTERLINE OF THE HIGHWAY, AND 22 FEET NORTHWEST OF A BOARD GATE. A
 RZ0895'PACIFIC POWER AND LIGHT CO. STANDARD DISK, STAMPED B 38 1933 AND SET
 RZ0895'IN THE TOP OF A CONCRETE AND TILE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0337 ***********************************************************************
 TQ0337  DESIGNATION -  B 380
 TQ0337  PID         -  TQ0337
 TQ0337  STATE/COUNTY-  WA/SKAGIT
 TQ0337  USGS QUAD   -  LAKE SHANNON (1989)
 TQ0337
 TQ0337                         *CURRENT SURVEY CONTROL
 TQ0337  ___________________________________________________________________
 TQ0337* NAD 83(1986)-  48 30 40.     (N)    121 40 24.     (W)     SCALED    
 TQ0337* NAVD 88     -        66.799  (meters)     219.16   (feet)  ADJUSTED  
 TQ0337  ___________________________________________________________________
 TQ0337  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 TQ0337  DYNAMIC HT  -          66.813 (meters)     219.20  (feet)  COMP
 TQ0337  MODELED GRAV-     980,832.7   (mgal)                       NAVD 88
 TQ0337
 TQ0337  VERT ORDER  -  FIRST     CLASS I
 TQ0337
 TQ0337.The horizontal coordinates were scaled from a topographic map and have
 TQ0337.an estimated accuracy of +/- 6 seconds.
 TQ0337
 TQ0337.The orthometric height was determined by differential leveling
 TQ0337.and adjusted by the National Geodetic Survey in June 1991..
 TQ0337
 TQ0337.The geoid height was determined by GEOID03.
 TQ0337
 TQ0337.The dynamic height is computed by dividing the NAVD 88
 TQ0337.geopotential number by the normal gravity value computed on the
 TQ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0337.degrees latitude (g = 980.6199 gals.).
 TQ0337
 TQ0337.The modeled gravity was interpolated from observed gravity values.
 TQ0337
 TQ0337;                    North         East    Units  Estimated Accuracy
 TQ0337;SPC WA N     -   168,350.      437,940.      MT  (+/- 180 meters Scaled)
 TQ0337
 TQ0337                          SUPERSEDED SURVEY CONTROL
 TQ0337
 TQ0337  NGVD 29 (??/??/92)   65.650  (m)          215.39   (f) ADJ UNCH    1 1
 TQ0337
 TQ0337.Superseded values are not recommended for survey control.
 TQ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0337.See file dsdata.txt to determine how the superseded data were derived.
 TQ0337
 TQ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU979739(NAD 83)
 TQ0337_MARKER: DB = BENCH MARK DISK
 TQ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0337_STAMPING: B 380 1958
 TQ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0337+STABILITY: SURFACE MOTION
 TQ0337
 TQ0337  HISTORY     - Date     Condition        Report By
 TQ0337  HISTORY     - 1958     MONUMENTED       CGS
 TQ0337  HISTORY     - 1973     GOOD             NGS
 TQ0337  HISTORY     - 1988     GOOD             USPSQD
 TQ0337
 TQ0337                          STATION DESCRIPTION
 TQ0337
 TQ0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0337'5.1 MI SE FROM CONCRETE.
 TQ0337'4.85 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 TQ0337'SUPERIOR AVENUE AT CONCRETE, THENCE 0.25 MILE WEST ALONG AN ASPHALT
 TQ0337'ROAD LEADING TO OLD FERRY SLIP, 17 1/2 FEET SOUTH OF THE CENTER LINE
 TQ0337'OF THE ROAD, 32.1 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 TQ0337'WOODEN BRIDGE, 2.7 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 TQ0337'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 TQ0337'THE GROUND.  1/4, SEC 20, T35N, R9E.  NOTE-- THE CONCRETE POST IS
 TQ0337'CHIPPED BUT STILL SOLID.
 TQ0337
 TQ0337                          STATION RECOVERY (1988)
 TQ0337
 TQ0337'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWF)
 TQ0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0281 ***********************************************************************
 TQ0281  DESIGNATION -  B 381
 TQ0281  PID         -  TQ0281
 TQ0281  STATE/COUNTY-  WA/SNOHOMISH
 TQ0281  USGS QUAD   -  DARRINGTON (1982)
 TQ0281
 TQ0281                         *CURRENT SURVEY CONTROL
 TQ0281  ___________________________________________________________________
 TQ0281* NAD 83(1986)-  48 16 23.     (N)    121 35 47.     (W)     SCALED    
 TQ0281* NAVD 88     -       158.888  (meters)     521.28   (feet)  ADJUSTED  
 TQ0281  ___________________________________________________________________
 TQ0281  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 TQ0281  DYNAMIC HT  -         158.915 (meters)     521.37  (feet)  COMP
 TQ0281  MODELED GRAV-     980,781.0   (mgal)                       NAVD 88
 TQ0281
 TQ0281  VERT ORDER  -  SECOND    CLASS 0
 TQ0281
 TQ0281.The horizontal coordinates were scaled from a topographic map and have
 TQ0281.an estimated accuracy of +/- 6 seconds.
 TQ0281
 TQ0281.The orthometric height was determined by differential leveling
 TQ0281.and adjusted by the National Geodetic Survey in June 1991..
 TQ0281
 TQ0281.The geoid height was determined by GEOID03.
 TQ0281
 TQ0281.The dynamic height is computed by dividing the NAVD 88
 TQ0281.geopotential number by the normal gravity value computed on the
 TQ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0281.degrees latitude (g = 980.6199 gals.).
 TQ0281
 TQ0281.The modeled gravity was interpolated from observed gravity values.
 TQ0281
 TQ0281;                    North         East    Units  Estimated Accuracy
 TQ0281;SPC WA N     -   141,820.      443,360.      MT  (+/- 180 meters Scaled)
 TQ0281
 TQ0281                          SUPERSEDED SURVEY CONTROL
 TQ0281
 TQ0281  NGVD 29 (??/??/92)  157.724  (m)          517.47   (f) ADJ UNCH    2 0
 TQ0281
 TQ0281.Superseded values are not recommended for survey control.
 TQ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0281.See file dsdata.txt to determine how the superseded data were derived.
 TQ0281
 TQ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU041476(NAD 83)
 TQ0281_MARKER: DB = BENCH MARK DISK
 TQ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0281_STAMPING: B 381 1958
 TQ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0281+STABILITY: SURFACE MOTION
 TQ0281
 TQ0281  HISTORY     - Date     Condition        Report By
 TQ0281  HISTORY     - 1958     MONUMENTED       CGS
 TQ0281  HISTORY     - 1959     GOOD             NGS
 TQ0281
 TQ0281                          STATION DESCRIPTION
 TQ0281
 TQ0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TQ0281'0.9 MI N FROM DARRINGTON.
 TQ0281'ABOUT 0.9 MILE NORTH ALONG A ROAD LEADING TO CONCRETE FROM THE RANGER
 TQ0281'STATION AT DARRINGTON, 58 FEET SOUTH OF THE CENTER OF THE T JUNCTION
 TQ0281'OF A GRAVEL ROAD LEADING NORTHWEST, 32 FEET SOUTHEAST OF THE CENTER
 TQ0281'LINE OF THE MAIN ROAD, 49 FEET SOUTHWEST OF THE PROLONGATION OF THE
 TQ0281'CENTER LINE OF THE GRAVEL ROAD, 16 1/2 FEET NORTH OF THE CENTER LINE
 TQ0281'OF AN ABANDONED DIM ROAD LEADING EAST, 2.5 FEET NORTHEAST OF A WITNESS
 TQ0281'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TQ0281'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0510 ***********************************************************************
 TP0510  DESIGNATION -  B 382
 TP0510  PID         -  TP0510
 TP0510  STATE/COUNTY-  WA/OKANOGAN
 TP0510  USGS QUAD   -  MALOTT (1993)
 TP0510
 TP0510                         *CURRENT SURVEY CONTROL
 TP0510  ___________________________________________________________________
 TP0510* NAD 83(1986)-  48 17 10.     (N)    119 41 12.     (W)     SCALED    
 TP0510* NAVD 88     -       251.113  (meters)     823.86   (feet)  ADJUSTED  
 TP0510  ___________________________________________________________________
 TP0510  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 TP0510  DYNAMIC HT  -         251.150 (meters)     823.98  (feet)  COMP
 TP0510  MODELED GRAV-     980,754.3   (mgal)                       NAVD 88
 TP0510
 TP0510  VERT ORDER  -  FIRST     CLASS II
 TP0510
 TP0510.The horizontal coordinates were scaled from a topographic map and have
 TP0510.an estimated accuracy of +/- 6 seconds.
 TP0510
 TP0510.The orthometric height was determined by differential leveling
 TP0510.and adjusted by the National Geodetic Survey in June 1991..
 TP0510
 TP0510.The geoid height was determined by GEOID03.
 TP0510
 TP0510.The dynamic height is computed by dividing the NAVD 88
 TP0510.geopotential number by the normal gravity value computed on the
 TP0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0510.degrees latitude (g = 980.6199 gals.).
 TP0510
 TP0510.The modeled gravity was interpolated from observed gravity values.
 TP0510
 TP0510;                    North         East    Units  Estimated Accuracy
 TP0510;SPC WA N     -   143,630.      585,090.      MT  (+/- 180 meters Scaled)
 TP0510
 TP0510                          SUPERSEDED SURVEY CONTROL
 TP0510
 TP0510  NGVD 29 (??/??/92)  249.853  (m)          819.73   (f) ADJ UNCH    1 2
 TP0510
 TP0510.Superseded values are not recommended for survey control.
 TP0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0510.See file dsdata.txt to determine how the superseded data were derived.
 TP0510
 TP0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP007515(NAD 83)
 TP0510_MARKER: DB = BENCH MARK DISK
 TP0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0510_STAMPING: B 382 1958
 TP0510_MARK LOGO: CGS   
 TP0510_PROJECTION: PROJECTING 6 CENTIMETERS
 TP0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0510+STABILITY: SURFACE MOTION
 TP0510
 TP0510  HISTORY     - Date     Condition        Report By
 TP0510  HISTORY     - 1958     MONUMENTED       CGS
 TP0510  HISTORY     - 1973     GOOD             NGS
 TP0510  HISTORY     - 1981     GOOD             NGS
 TP0510  HISTORY     - 1982     GOOD             NGS
 TP0510
 TP0510                          STATION DESCRIPTION
 TP0510
 TP0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TP0510'1.2 MI NE FROM MALOTT.
 TP0510'MARK IS ABOUT 6.5 MILES SOUTH ALONG U.S. HIGHWAY 97 FROM ITS
 TP0510'INTERSECTION WITH STATE HIGHWAY 20 (ABOUT 1 MILE SOUTHEAST OF
 TP0510'OKANOGAN), 75 YARDS NORTHEAST OF A POWERLINE CROSSING THE HIGHWAY, 49
 TP0510'FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 49 FEET SOUTHEAST OF THE
 TP0510'SOUTHEAST RAIL, 9 FEET NORTHEAST OF A METAL RIGHT-OF-WAY FENCE POST
 TP0510'WITH TWO METAL BRACES ON THE SUMMIT OF A KNOLL, 2 FEET NORTHEAST OF A
 TP0510'METAL WITNESS POST, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 6 FEET
 TP0510'HIGHER THAN THE RAILROAD TRACK, ABOUT LEVEL WITH THE HIGHWAY, A
 TP0510'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 TP0510
 TP0510                          STATION RECOVERY (1981)
 TP0510
 TP0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0510'0.55 KM (0.35 MI) SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 TP0510'MALOTT, THENCE 1.8 KM (1.1 MI) NORTHEAST ALONG US HIGHWAY 97, 14.3
 TP0510'METERS (47 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.9 METERS
 TP0510'(49 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE BURLINGTON NORTHERN
 TP0510'RAILROAD, 77.7 METERS (255 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF
 TP0510'A PRIVATE DRIVE LEADING NORTHEAST TO A MOBILE HOME, 2.4 METERS (8 FT)
 TP0510'NORTHEAST OF A BRACED 3-INCH ANGLE IRON FENCE POST, 0.3 METER (1 FT)
 TP0510'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 TP0510'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 TP0510'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TP0510
 TP0510                          STATION RECOVERY (1982)
 TP0510
 TP0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0197 ***********************************************************************
 SA0197  DESIGNATION -  B 383
 SA0197  PID         -  SA0197
 SA0197  STATE/COUNTY-  WA/WALLA WALLA
 SA0197  USGS QUAD   -  COLLEGE PLACE (1978)
 SA0197
 SA0197                         *CURRENT SURVEY CONTROL
 SA0197  ___________________________________________________________________
 SA0197* NAD 83(1986)-  46 06 57.     (N)    118 23 32.     (W)     SCALED    
 SA0197* NAVD 88     -       255.166  (meters)     837.16   (feet)  ADJUSTED  
 SA0197  ___________________________________________________________________
 SA0197  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 SA0197  DYNAMIC HT  -         255.160 (meters)     837.14  (feet)  COMP
 SA0197  MODELED GRAV-     980,587.7   (mgal)                       NAVD 88
 SA0197
 SA0197  VERT ORDER  -  SECOND    CLASS 0
 SA0197
 SA0197.The horizontal coordinates were scaled from a topographic map and have
 SA0197.an estimated accuracy of +/- 6 seconds.
 SA0197
 SA0197.The orthometric height was determined by differential leveling
 SA0197.and adjusted by the National Geodetic Survey in June 1991..
 SA0197
 SA0197.The geoid height was determined by GEOID03.
 SA0197
 SA0197.The dynamic height is computed by dividing the NAVD 88
 SA0197.geopotential number by the normal gravity value computed on the
 SA0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0197.degrees latitude (g = 980.6199 gals.).
 SA0197
 SA0197.The modeled gravity was interpolated from observed gravity values.
 SA0197
 SA0197;                    North         East    Units  Estimated Accuracy
 SA0197;SPC WA S     -    89,150.      662,910.      MT  (+/- 180 meters Scaled)
 SA0197
 SA0197                          SUPERSEDED SURVEY CONTROL
 SA0197
 SA0197  NGVD 29 (??/??/92)  254.238  (m)          834.11   (f) ADJ UNCH    2 0
 SA0197
 SA0197.Superseded values are not recommended for survey control.
 SA0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0197.See file dsdata.txt to determine how the superseded data were derived.
 SA0197
 SA0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM924078(NAD 83)
 SA0197_MARKER: DB = BENCH MARK DISK
 SA0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0197_STAMPING: B 383 1959
 SA0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0197+STABILITY: SURFACE MOTION
 SA0197
 SA0197  HISTORY     - Date     Condition        Report By
 SA0197  HISTORY     - 1959     MONUMENTED       CGS
 SA0197
 SA0197                          STATION DESCRIPTION
 SA0197
 SA0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SA0197'5.05 MI NW FROM WALLA WALLA.
 SA0197'0.55 MILE NORTH ALONG THIRTEENTH AVENUE FROM THE UNION PACIFIC
 SA0197'RAILROAD STATION AT WALLA WALLA, THENCE 2.7 MILES NORTHWEST ALONG
 SA0197'STATE HIGHWAY 3E, THENCE 1.8 MILES NORTHWEST ALONG AN ASPHALT ROAD,
 SA0197'0.25 MILE NORTHWEST OF THE CROSSING OF A POWER LINE, 47 FEET WEST OF
 SA0197'THE CENTER OF THE T JUNCTION OF A DIM DIRT ROAD SOUTHWEST, 39 FEET
 SA0197'SOUTHWEST OF THE CENTER LINE OF THE ASPHALT ROAD, 161.4 FEET NORTH OF
 SA0197'THE NORTHEAST CORNER OF A SMALL WHITE FRAME HOUSE, 29 1/2 FEET
 SA0197'NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 1.4 FEET SOUTHWEST OF A
 SA0197'WITNESS POST, ABOUT LEVEL WITH THE ASPHALT ROAD, AND SET IN THE TOP OF
 SA0197'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0754 ***********************************************************************
 SW0754  DESIGNATION -  B 384
 SW0754  PID         -  SW0754
 SW0754  STATE/COUNTY-  WA/GRANT
 SW0754  USGS QUAD   -  WINCHESTER SE (1978)
 SW0754
 SW0754                         *CURRENT SURVEY CONTROL
 SW0754  ___________________________________________________________________
 SW0754* NAD 83(1986)-  47 02 00.     (N)    119 33 23.     (W)     SCALED    
 SW0754* NAVD 88     -       345.900  (meters)    1134.84   (feet)  ADJUSTED  
 SW0754  ___________________________________________________________________
 SW0754  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 SW0754  DYNAMIC HT  -         345.923 (meters)    1134.92  (feet)  COMP
 SW0754  MODELED GRAV-     980,671.8   (mgal)                       NAVD 88
 SW0754
 SW0754  VERT ORDER  -  SECOND    CLASS 0
 SW0754
 SW0754.The horizontal coordinates were scaled from a topographic map and have
 SW0754.an estimated accuracy of +/- 6 seconds.
 SW0754
 SW0754.The orthometric height was determined by differential leveling
 SW0754.and adjusted by the National Geodetic Survey in June 1991..
 SW0754
 SW0754.The geoid height was determined by GEOID03.
 SW0754
 SW0754.The dynamic height is computed by dividing the NAVD 88
 SW0754.geopotential number by the normal gravity value computed on the
 SW0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0754.degrees latitude (g = 980.6199 gals.).
 SW0754
 SW0754.The modeled gravity was interpolated from observed gravity values.
 SW0754
 SW0754;                    North         East    Units  Estimated Accuracy
 SW0754;SPC WA S     -   189,390.      571,720.      MT  (+/- 180 meters Scaled)
 SW0754
 SW0754                          SUPERSEDED SURVEY CONTROL
 SW0754
 SW0754  NGVD 29 (??/??/92)  344.786  (m)         1131.19   (f) ADJ UNCH    2 0
 SW0754
 SW0754.Superseded values are not recommended for survey control.
 SW0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0754.See file dsdata.txt to determine how the superseded data were derived.
 SW0754
 SW0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN057120(NAD 83)
 SW0754_MARKER: DB = BENCH MARK DISK
 SW0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0754_STAMPING: B 384 1959
 SW0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0754+STABILITY: SURFACE MOTION
 SW0754
 SW0754  HISTORY     - Date     Condition        Report By
 SW0754  HISTORY     - 1959     MONUMENTED       CGS
 SW0754  HISTORY     - 1967     GOOD             NGS
 SW0754
 SW0754                          STATION DESCRIPTION
 SW0754
 SW0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0754'18.6 MI SW FROM MOSES LAKE.
 SW0754'MARK IS 5.05 MILES SOUTH ALONG DODSON ROAD FROM THE CENTER OF THE
 SW0754'OVERPASS OVER INTERSTATE HIGHWAY 90 (15 MILES EAST OF GEORGE), 0.15
 SW0754'MILE NORTH OF A GATE ON EITHER SIDE OF THE ROAD, 75 YARDS NORTH OF A
 SW0754'SMALL CUT, 43 FEET EAST OF THE CENTER OF THE ROAD, 1 FOOT WEST OF THE
 SW0754'RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A METAL WITNESS POST AND ABOUT 1
 SW0754'FOOT LOWER THAN THE ROAD, A STANDARD DISK SET IN A ROUND CONCRETE POST
 SW0754'WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0202 ***********************************************************************
 SY0202  DESIGNATION -  B 385
 SY0202  PID         -  SY0202
 SY0202  STATE/COUNTY-  WA/KING
 SY0202  USGS QUAD   -  
 SY0202
 SY0202                         *CURRENT SURVEY CONTROL
 SY0202  ___________________________________________________________________
 SY0202* NAD 83(1986)-  47 40 24.     (N)    122 07 22.     (W)     SCALED    
 SY0202* NAVD 88     -        13.711  (meters)      44.98   (feet)  ADJUSTED  
 SY0202  ___________________________________________________________________
 SY0202  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 SY0202  DYNAMIC HT  -          13.713 (meters)      44.99  (feet)  COMP
 SY0202  MODELED GRAV-     980,734.2   (mgal)                       NAVD 88
 SY0202
 SY0202  VERT ORDER  -  FIRST     CLASS II
 SY0202
 SY0202.The horizontal coordinates were scaled from a topographic map and have
 SY0202.an estimated accuracy of +/- 6 seconds.
 SY0202
 SY0202.The orthometric height was determined by differential leveling
 SY0202.and adjusted by the National Geodetic Survey in June 1991..
 SY0202
 SY0202.The geoid height was determined by GEOID03.
 SY0202
 SY0202.The dynamic height is computed by dividing the NAVD 88
 SY0202.geopotential number by the normal gravity value computed on the
 SY0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0202.degrees latitude (g = 980.6199 gals.).
 SY0202
 SY0202.The modeled gravity was interpolated from observed gravity values.
 SY0202
 SY0202;                    North         East    Units  Estimated Accuracy
 SY0202;SPC WA N     -    75,670.      403,180.      MT  (+/- 180 meters Scaled)
 SY0202
 SY0202                          SUPERSEDED SURVEY CONTROL
 SY0202
 SY0202  NGVD 29 (??/??/??)   12.622  (m)           41.41   (f) ADJUSTED    1 2
 SY0202
 SY0202.Superseded values are not recommended for survey control.
 SY0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0202.See file dsdata.txt to determine how the superseded data were derived.
 SY0202
 SY0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET658803(NAD 83)
 SY0202_MARKER: DB = BENCH MARK DISK
 SY0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0202_SP_SET: CURB
 SY0202_STAMPING: B 385 1959
 SY0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0202+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2003
 SY0202
 SY0202  HISTORY     - Date     Condition        Report By
 SY0202  HISTORY     - 1959     MONUMENTED       CGS
 SY0202  HISTORY     - 1970     GOOD             NGS
 SY0202  HISTORY     - 1983     GOOD             USPSQD
 SY0202  HISTORY     - 1987     GOOD             USPSQD
 SY0202  HISTORY     - 1988     GOOD             USPSQD
 SY0202  HISTORY     - 1989     GOOD             USPSQD
 SY0202  HISTORY     - 19961005 GOOD             USPSQD
 SY0202  HISTORY     - 20030315 GOOD             USPSQD
 SY0202
 SY0202                          STATION DESCRIPTION
 SY0202
 SY0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0202'IN REDMOND.
 SY0202'AT REDMOND, AT THE INTERSECTION OF LEARY AND CLEVELAND STREETS, SET
 SY0202'VERTICALLY IN THE NORTH FACE OF A LARGE BRICK BUILDING AT THE
 SY0202'SOUTHEAST CORNER OF THE INTERSECTION, 25.1 FEET EAST OF THE EAST CURB
 SY0202'OF LEARY STREET, 10.6 FEET SOUTH OF THE SOUTH CURB OF CLEVELAND
 SY0202'STREET, AND ABOUT 1.4 FEET HIGHER THAN THE SIDEWALK.
 SY0202
 SY0202                          STATION RECOVERY (1970)
 SY0202
 SY0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SY0202'RECOVERED IN GOOD CONDITION.
 SY0202
 SY0202                          STATION RECOVERY (1983)
 SY0202
 SY0202'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0202'RECOVERED IN GOOD CONDITION.
 SY0202
 SY0202                          STATION RECOVERY (1987)
 SY0202
 SY0202'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SY0202'RECOVERED IN GOOD CONDITION.
 SY0202
 SY0202                          STATION RECOVERY (1988)
 SY0202
 SY0202'RECOVERY NOTE BY US POWER SQUADRON 1988 (SVH)
 SY0202'RECOVERED IN GOOD CONDITION.
 SY0202
 SY0202                          STATION RECOVERY (1989)
 SY0202
 SY0202'RECOVERY NOTE BY US POWER SQUADRON 1989 (KP)
 SY0202'RECOVERED IN GOOD CONDITION.
 SY0202
 SY0202                          STATION RECOVERY (1996)
 SY0202
 SY0202'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0202'RECOVERED IN GOOD CONDITION.
 SY0202
 SY0202                          STATION RECOVERY (2003)
 SY0202
 SY0202'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCW)
 SY0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0645 ***********************************************************************
 SX0645  DESIGNATION -  B 386
 SX0645  PID         -  SX0645
 SX0645  STATE/COUNTY-  WA/SNOHOMISH
 SX0645  USGS QUAD   -  MONTE CRISTO (1982)
 SX0645
 SX0645                         *CURRENT SURVEY CONTROL
 SX0645  ___________________________________________________________________
 SX0645* NAD 83(1986)-  47 52 50.     (N)    121 27 22.     (W)     SCALED    
 SX0645* NAVD 88     -       295.050  (meters)     968.01   (feet)  ADJUSTED  
 SX0645  ___________________________________________________________________
 SX0645  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 SX0645  DYNAMIC HT  -         295.072 (meters)     968.08  (feet)  COMP
 SX0645  MODELED GRAV-     980,678.0   (mgal)                       NAVD 88
 SX0645
 SX0645  VERT ORDER  -  SECOND    CLASS 0
 SX0645
 SX0645.The horizontal coordinates were scaled from a topographic map and have
 SX0645.an estimated accuracy of +/- 6 seconds.
 SX0645
 SX0645.The orthometric height was determined by differential leveling
 SX0645.and adjusted by the National Geodetic Survey in June 1991..
 SX0645
 SX0645.The geoid height was determined by GEOID03.
 SX0645
 SX0645.The dynamic height is computed by dividing the NAVD 88
 SX0645.geopotential number by the normal gravity value computed on the
 SX0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0645.degrees latitude (g = 980.6199 gals.).
 SX0645
 SX0645.The modeled gravity was interpolated from observed gravity values.
 SX0645
 SX0645;                    North         East    Units  Estimated Accuracy
 SX0645;SPC WA N     -    98,090.      453,420.      MT  (+/- 180 meters Scaled)
 SX0645
 SX0645                          SUPERSEDED SURVEY CONTROL
 SX0645
 SX0645  NGVD 29 (??/??/92)  293.85   (m)          964.1    (f) COMPUTED    2 0
 SX0645
 SX0645.Superseded values are not recommended for survey control.
 SX0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0645.See file dsdata.txt to determine how the superseded data were derived.
 SX0645
 SX0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFU154041(NAD 83)
 SX0645_MARKER: DB = BENCH MARK DISK
 SX0645_SETTING: 80 = SET IN A BOULDER
 SX0645_STAMPING: B 386 1959
 SX0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0645+STABILITY: SURFACE MOTION
 SX0645
 SX0645  HISTORY     - Date     Condition        Report By
 SX0645  HISTORY     - 1959     MONUMENTED       CGS
 SX0645  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0645  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SX0645  HISTORY     - 20020114 MARK NOT FOUND   NGS
 SX0645
 SX0645                          STATION DESCRIPTION
 SX0645
 SX0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SX0645'7.25 MI NE FROM INDEX.
 SX0645'0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0645'INDEX, THENCE 7.05 MILES NORTHEAST ALONG AN ASPHALT AND GRAVEL ROAD,
 SX0645'0.2 MILE NORTH OF MILEPOST 8, 37 FEET NORTHWEST OF THE CENTER OF THE
 SX0645'JUNCTION OF A DIM TRACK ROAD SOUTHWEST, IN TOP OF A 2-BY 5-FOOT
 SX0645'EMBEDDED GRANITE BOULDER WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, 32
 SX0645'FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 6 FEET NORTHWEST OF THE
 SX0645'CENTER LINE OF THE TRACK ROAD, 2.7 FEET WEST OF A WITNESS POST, AND
 SX0645'ABOUT 2 1/2 FEET LOWER THAN THE ROAD.
 SX0645
 SX0645                          STATION RECOVERY (1982)
 SX0645
 SX0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0645'MARK NOT FOUND.
 SX0645
 SX0645                          STATION RECOVERY (1988)
 SX0645
 SX0645'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0645'MARK NOT FOUND.
 SX0645
 SX0645                          STATION RECOVERY (2002)
 SX0645
 SX0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 SX0645'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0068 ***********************************************************************
 SX0068  DESIGNATION -  B 387
 SX0068  PID         -  SX0068
 SX0068  STATE/COUNTY-  WA/DOUGLAS
 SX0068  USGS QUAD   -  ENTIAT (1987)
 SX0068
 SX0068                         *CURRENT SURVEY CONTROL
 SX0068  ___________________________________________________________________
 SX0068* NAD 83(1986)-  47 37 56.     (N)    120 10 51.     (W)     SCALED    
 SX0068* NAVD 88     -       450.138  (meters)    1476.83   (feet)  ADJUSTED  
 SX0068  ___________________________________________________________________
 SX0068  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 SX0068  DYNAMIC HT  -         450.175 (meters)    1476.95  (feet)  COMP
 SX0068  MODELED GRAV-     980,679.8   (mgal)                       NAVD 88
 SX0068
 SX0068  VERT ORDER  -  SECOND    CLASS 0
 SX0068
 SX0068.The horizontal coordinates were scaled from a topographic map and have
 SX0068.an estimated accuracy of +/- 6 seconds.
 SX0068
 SX0068.The orthometric height was determined by differential leveling
 SX0068.and adjusted by the National Geodetic Survey in June 1991..
 SX0068
 SX0068.The geoid height was determined by GEOID03.
 SX0068
 SX0068.The dynamic height is computed by dividing the NAVD 88
 SX0068.geopotential number by the normal gravity value computed on the
 SX0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0068.degrees latitude (g = 980.6199 gals.).
 SX0068
 SX0068.The modeled gravity was interpolated from observed gravity values.
 SX0068
 SX0068;                    North         East    Units  Estimated Accuracy
 SX0068;SPC WA N     -    70,500.      549,040.      MT  (+/- 180 meters Scaled)
 SX0068
 SX0068                          SUPERSEDED SURVEY CONTROL
 SX0068
 SX0068  NGVD 29 (??/??/92)  448.978  (m)         1473.02   (f) ADJ UNCH    2 0
 SX0068
 SX0068.Superseded values are not recommended for survey control.
 SX0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0068.See file dsdata.txt to determine how the superseded data were derived.
 SX0068
 SX0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT117792(NAD 83)
 SX0068_MARKER: DB = BENCH MARK DISK
 SX0068_SETTING: 66 = SET IN ROCK OUTCROP
 SX0068_SP_SET: ROCK CUT
 SX0068_STAMPING: B 387 1959
 SX0068_MARK LOGO: CGS   
 SX0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0068+STABILITY: POSITION/ELEVATION WELL
 SX0068
 SX0068  HISTORY     - Date     Condition        Report By
 SX0068  HISTORY     - 1959     MONUMENTED       CGS
 SX0068  HISTORY     - 1968     GOOD             USGS
 SX0068  HISTORY     - 1982     GOOD             NGS
 SX0068
 SX0068                          STATION DESCRIPTION
 SX0068
 SX0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SX0068'7.85 MI W FROM WATERVILLE.
 SX0068'7.85 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 SX0068'WATERVILLE, 0.3 MILE SOUTHWEST OF FRED CARPENTER SPRINGS WATER
 SX0068'FOUNTAIN, AT THE NORTH END OF A CURVE, SET VERTICALLY IN THE SOUTHEAST
 SX0068'FACE OF A HIGH SHEER GRANITE CUT, 23 FEET WEST-NORTHWEST OF THE CENTER
 SX0068'LINE OF THE HIGHWAY, 180 FEET NORTH OF THE CENTER OF THE CURVE, 63
 SX0068'FEET NORTHWEST OF THE NORTH END OF A GUARDRAIL, 56 FEET WEST AND
 SX0068'ACROSS THE HIGHWAY FROM THE SOUTH END OF A GUARDRAIL, AND ABOUT 3 FEET
 SX0068'HIGHER THAN THE HIGHWAY.
 SX0068
 SX0068                          STATION RECOVERY (1968)
 SX0068
 SX0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 SX0068'RECOVERED IN GOOD CONDITION.
 SX0068
 SX0068                          STATION RECOVERY (1982)
 SX0068
 SX0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0852 ***********************************************************************
 SW0852  DESIGNATION -  B 388
 SW0852  PID         -  SW0852
 SW0852  STATE/COUNTY-  WA/DOUGLAS
 SW0852  USGS QUAD   -  FARMER (1968)
 SW0852
 SW0852                         *CURRENT SURVEY CONTROL
 SW0852  ___________________________________________________________________
 SW0852* NAD 83(1986)-  47 36 45.     (N)    119 49 46.     (W)     SCALED    
 SW0852* NAVD 88     -       727.327  (meters)    2386.24   (feet)  ADJUSTED  
 SW0852  ___________________________________________________________________
 SW0852  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 SW0852  DYNAMIC HT  -         727.352 (meters)    2386.32  (feet)  COMP
 SW0852  MODELED GRAV-     980,622.9   (mgal)                       NAVD 88
 SW0852
 SW0852  VERT ORDER  -  SECOND    CLASS 0
 SW0852
 SW0852.The horizontal coordinates were scaled from a topographic map and have
 SW0852.an estimated accuracy of +/- 6 seconds.
 SW0852
 SW0852.The orthometric height was determined by differential leveling
 SW0852.and adjusted by the National Geodetic Survey in June 1991..
 SW0852
 SW0852.The geoid height was determined by GEOID03.
 SW0852
 SW0852.The dynamic height is computed by dividing the NAVD 88
 SW0852.geopotential number by the normal gravity value computed on the
 SW0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0852.degrees latitude (g = 980.6199 gals.).
 SW0852
 SW0852.The modeled gravity was interpolated from observed gravity values.
 SW0852
 SW0852;                    North         East    Units  Estimated Accuracy
 SW0852;SPC WA N     -    68,590.      575,470.      MT  (+/- 180 meters Scaled)
 SW0852
 SW0852                          SUPERSEDED SURVEY CONTROL
 SW0852
 SW0852  NGVD 29 (??/??/92)  726.151  (m)         2382.38   (f) ADJ UNCH    2 0
 SW0852
 SW0852.Superseded values are not recommended for survey control.
 SW0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0852.See file dsdata.txt to determine how the superseded data were derived.
 SW0852
 SW0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN873771(NAD 83)
 SW0852_MARKER: DB = BENCH MARK DISK
 SW0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0852_SP_SET: CONCRETE POST
 SW0852_STAMPING: B 388 1959
 SW0852_MARK LOGO: CGS   
 SW0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0852+STABILITY: SURFACE MOTION
 SW0852
 SW0852  HISTORY     - Date     Condition        Report By
 SW0852  HISTORY     - 1959     MONUMENTED       CGS
 SW0852  HISTORY     - 1979     GOOD             NGS
 SW0852  HISTORY     - 19811027 GOOD             NGS
 SW0852
 SW0852                          STATION DESCRIPTION
 SW0852
 SW0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SW0852'0.75 MI W FROM FARMER.
 SW0852'0.75 MILE WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AND STORE AT
 SW0852'FARMER, 0.25 MILE EAST OF THE INTERSECTION OF A GRAVEL ROAD NORTH,
 SW0852'NEAR THE SUMMIT OF A RISE, 37 FEET NORTH OF THE CENTER LINE OF THE
 SW0852'HIGHWAY, 1 FOOT EAST OF A TELEPHONE POLE, 1.1 FEET NORTH OF A WITNESS
 SW0852'POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF
 SW0852'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SW0852
 SW0852                          STATION RECOVERY (1979)
 SW0852
 SW0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SW0852'RECOVERED IN GOOD CONDITION.
 SW0852
 SW0852                          STATION RECOVERY (1981)
 SW0852
 SW0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0852'8.45 MILES (13.60 KM) EAST ALONG US HIGHWAY 2 FROM THE RAILROAD
 SW0852'CROSSING IN DOUGLAS TO A SIDE ROAD LEFT, D-NW, THENCE 0.25 MILE
 SW0852'(0.40 KM) EAST ALONG US HIGHWAY 2 TO THE MARK ON THE LEFT, 11.28
 SW0852'METERS NORTH OF THE CENTER OF THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1070 ***********************************************************************
 SW1070  DESIGNATION -  B 388 RESET
 SW1070  PID         -  SW1070
 SW1070  STATE/COUNTY-  WA/DOUGLAS
 SW1070  USGS QUAD   -  FARMER (1968)
 SW1070
 SW1070                         *CURRENT SURVEY CONTROL
 SW1070  ___________________________________________________________________
 SW1070* NAD 83(1986)-  47 36 45.     (N)    119 49 45.     (W)     SCALED    
 SW1070* NAVD 88     -       727.25   (meters)    2386.0    (feet)  RESET     
 SW1070  ___________________________________________________________________
 SW1070  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 SW1070
 SW1070  VERT ORDER  -  THIRD
 SW1070
 SW1070.The horizontal coordinates were scaled from a topographic map and have
 SW1070.an estimated accuracy of +/- 6 seconds.
 SW1070
 SW1070.The orthometric height was computed from unverified reset data.
 SW1070.No vertical observational check was made to the station.
 SW1070
 SW1070.The geoid height was determined by GEOID03.
 SW1070
 SW1070;                    North         East    Units  Estimated Accuracy
 SW1070;SPC WA N     -    68,590.      575,490.      MT  (+/- 180 meters Scaled)
 SW1070
 SW1070                          SUPERSEDED SURVEY CONTROL
 SW1070
 SW1070  NGVD 29 (12/17/02)  726.07   (m)         2382.1    (f) RESET       3  
 SW1070
 SW1070.Superseded values are not recommended for survey control.
 SW1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1070.See file dsdata.txt to determine how the superseded data were derived.
 SW1070
 SW1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN873771(NAD 83)
 SW1070_MARKER: DB = BENCH MARK DISK
 SW1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1070_SP_SET: CONCRETE POST
 SW1070_STAMPING: B 388 RESET 1981
 SW1070_MARK LOGO: NGS   
 SW1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1070+STABILITY: SURFACE MOTION
 SW1070
 SW1070  HISTORY     - Date     Condition        Report By
 SW1070  HISTORY     - UNK      MONUMENTED
 SW1070  HISTORY     - 19811028 GOOD             NGS
 SW1070
 SW1070                          STATION DESCRIPTION
 SW1070
 SW1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW1070'8.2 MILES (13.2 KM) EAST ALONG US HIGHWAY 2 FROM THE RAILROAD CROSSING
 SW1070'IN DOUGLAS, TO THE MARK ON THE LEFT, 0.1 MILE (0.2 KM) OF A ROAD,
 SW1070'5.49 M (18.01 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.35 M
 SW1070'(10.99 FT) SOUTH OF A ROAD SIGN, 0.92 M (3.02 FT) SOUTH OF THE NORTH
 SW1070'EDGE OF THE ROAD SHOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0494 ***********************************************************************
 SW0494  DESIGNATION -  B 389
 SW0494  PID         -  SW0494
 SW0494  STATE/COUNTY-  WA/DOUGLAS
 SW0494  USGS QUAD   -  PARK LAKE (1965)
 SW0494
 SW0494                         *CURRENT SURVEY CONTROL
 SW0494  ___________________________________________________________________
 SW0494* NAD 83(1986)-  47 37 21.     (N)    119 23 30.     (W)     SCALED    
 SW0494* NAVD 88     -       660.592  (meters)    2167.29   (feet)  ADJUSTED  
 SW0494  ___________________________________________________________________
 SW0494  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 SW0494  DYNAMIC HT  -         660.630 (meters)    2167.42  (feet)  COMP
 SW0494  MODELED GRAV-     980,648.9   (mgal)                       NAVD 88
 SW0494
 SW0494  VERT ORDER  -  SECOND    CLASS 0
 SW0494
 SW0494.The horizontal coordinates were scaled from a topographic map and have
 SW0494.an estimated accuracy of +/- 6 seconds.
 SW0494
 SW0494.The orthometric height was determined by differential leveling
 SW0494.and adjusted by the National Geodetic Survey in June 1991..
 SW0494
 SW0494.The geoid height was determined by GEOID03.
 SW0494
 SW0494.The dynamic height is computed by dividing the NAVD 88
 SW0494.geopotential number by the normal gravity value computed on the
 SW0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0494.degrees latitude (g = 980.6199 gals.).
 SW0494
 SW0494.The modeled gravity was interpolated from observed gravity values.
 SW0494
 SW0494;                    North         East    Units  Estimated Accuracy
 SW0494;SPC WA N     -    70,230.      608,360.      MT  (+/- 180 meters Scaled)
 SW0494
 SW0494                          SUPERSEDED SURVEY CONTROL
 SW0494
 SW0494  NGVD 29 (??/??/92)  659.414  (m)         2163.43   (f) ADJ UNCH    2 0
 SW0494
 SW0494.Superseded values are not recommended for survey control.
 SW0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0494.See file dsdata.txt to determine how the superseded data were derived.
 SW0494
 SW0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN202771(NAD 83)
 SW0494_MARKER: DB = BENCH MARK DISK
 SW0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0494_STAMPING: B 389 1959
 SW0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0494+STABILITY: SURFACE MOTION
 SW0494
 SW0494  HISTORY     - Date     Condition        Report By
 SW0494  HISTORY     - 1959     MONUMENTED       CGS
 SW0494  HISTORY     - 1981     GOOD             NGS
 SW0494
 SW0494                          STATION DESCRIPTION
 SW0494
 SW0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SW0494'5.1 MI W FROM COULEE CITY.
 SW0494'5.1 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE T JUNCTION OF FOURTH
 SW0494'STREET AT COULEE CITY, AT THE APPROXIMATE CENTER OF FOUR TRANSMISSION
 SW0494'LINE STEEL TOWERS, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 99
 SW0494'FEET NORTHWEST AND ACROSS THE HIGHWAY FROM MILEPOST 108, 1.5 FEET
 SW0494'NORTH-NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SW0494'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SW0494
 SW0494                          STATION RECOVERY (1981)
 SW0494
 SW0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1160 ***********************************************************************
 RZ1160  DESIGNATION -  B 39
 RZ1160  PID         -  RZ1160
 RZ1160  STATE/COUNTY-  WA/COLUMBIA
 RZ1160  USGS QUAD   -  DELANEY (1981)
 RZ1160
 RZ1160                         *CURRENT SURVEY CONTROL
 RZ1160  ___________________________________________________________________
 RZ1160* NAD 83(1986)-  46 30 54.     (N)    117 56 34.     (W)     SCALED    
 RZ1160* NAVD 88     -       299.417  (meters)     982.34   (feet)  ADJUSTED  
 RZ1160  ___________________________________________________________________
 RZ1160  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 RZ1160  DYNAMIC HT  -         299.413 (meters)     982.32  (feet)  COMP
 RZ1160  MODELED GRAV-     980,593.7   (mgal)                       NAVD 88
 RZ1160
 RZ1160  VERT ORDER  -  FIRST     CLASS I
 RZ1160
 RZ1160.The horizontal coordinates were scaled from a topographic map and have
 RZ1160.an estimated accuracy of +/- 6 seconds.
 RZ1160
 RZ1160.The orthometric height was determined by differential leveling
 RZ1160.and adjusted by the National Geodetic Survey in June 1991..
 RZ1160
 RZ1160.The geoid height was determined by GEOID03.
 RZ1160
 RZ1160.The dynamic height is computed by dividing the NAVD 88
 RZ1160.geopotential number by the normal gravity value computed on the
 RZ1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1160.degrees latitude (g = 980.6199 gals.).
 RZ1160
 RZ1160.The modeled gravity was interpolated from observed gravity values.
 RZ1160
 RZ1160;                    North         East    Units  Estimated Accuracy
 RZ1160;SPC WA S     -   134,520.      696,190.      MT  (+/- 180 meters Scaled)
 RZ1160
 RZ1160                          SUPERSEDED SURVEY CONTROL
 RZ1160
 RZ1160  NGVD 29 (??/??/92)  298.453  (m)          979.17   (f) ADJ UNCH    1 1
 RZ1160
 RZ1160.Superseded values are not recommended for survey control.
 RZ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1160.See file dsdata.txt to determine how the superseded data were derived.
 RZ1160
 RZ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM276517(NAD 83)
 RZ1160_MARKER: DB = BENCH MARK DISK
 RZ1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1160_STAMPING: B 39 1933
 RZ1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1160+STABILITY: SURFACE MOTION
 RZ1160
 RZ1160  HISTORY     - Date     Condition        Report By
 RZ1160  HISTORY     - 1933     MONUMENTED       CGS
 RZ1160  HISTORY     - 1968     GOOD             NGS
 RZ1160
 RZ1160                          STATION DESCRIPTION
 RZ1160
 RZ1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1160'16.25 MI N FROM DAYTON.
 RZ1160'16.25 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT DAYTON,
 RZ1160'IN R39E T12N, SECTION 21, 0.2 MILE SOUTHWEST OF MILEPOST 384, 0.05
 RZ1160'MILE SOUTHWEST OF A STOCK UNDERCROSSING, ACROSS THE HIGHWAY FROM A
 RZ1160'STOCK CORRAL, 55 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 56
 RZ1160'FEET SOUTHWEST OF THE SOUTHWEST END OF A WOODEN GATE, 49 1/2 FEET
 RZ1160'SOUTHWEST OF A TELEPHONE POLE, 0.4 FOOT NORTHWEST OF A FENCE, 0.5 FOOT
 RZ1160'NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET
 RZ1160'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0096 ***********************************************************************
 TQ0096  DESIGNATION -  B 390
 TQ0096  PID         -  TQ0096
 TQ0096  STATE/COUNTY-  WA/OKANOGAN
 TQ0096  USGS QUAD   -  COOPER MTN (1968)
 TQ0096
 TQ0096                         *CURRENT SURVEY CONTROL
 TQ0096  ___________________________________________________________________
 TQ0096* NAD 83(1986)-  48 05 02.     (N)    120 00 54.     (W)     SCALED    
 TQ0096* NAVD 88     -       309.967  (meters)    1016.95   (feet)  ADJUSTED  
 TQ0096  ___________________________________________________________________
 TQ0096  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TQ0096  DYNAMIC HT  -         310.003 (meters)    1017.07  (feet)  COMP
 TQ0096  MODELED GRAV-     980,720.8   (mgal)                       NAVD 88
 TQ0096
 TQ0096  VERT ORDER  -  SECOND    CLASS 0
 TQ0096
 TQ0096.The horizontal coordinates were scaled from a topographic map and have
 TQ0096.an estimated accuracy of +/- 6 seconds.
 TQ0096
 TQ0096.The orthometric height was determined by differential leveling
 TQ0096.and adjusted by the National Geodetic Survey in June 1991..
 TQ0096
 TQ0096.The geoid height was determined by GEOID03.
 TQ0096
 TQ0096.The dynamic height is computed by dividing the NAVD 88
 TQ0096.geopotential number by the normal gravity value computed on the
 TQ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0096.degrees latitude (g = 980.6199 gals.).
 TQ0096
 TQ0096.The modeled gravity was interpolated from observed gravity values.
 TQ0096
 TQ0096;                    North         East    Units  Estimated Accuracy
 TQ0096;SPC WA N     -   120,830.      560,970.      MT  (+/- 180 meters Scaled)
 TQ0096
 TQ0096                          SUPERSEDED SURVEY CONTROL
 TQ0096
 TQ0096  NGVD 29 (??/??/92)  308.735  (m)         1012.91   (f) ADJ UNCH    2 0
 TQ0096
 TQ0096.Superseded values are not recommended for survey control.
 TQ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0096.See file dsdata.txt to determine how the superseded data were derived.
 TQ0096
 TQ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU222299(NAD 83)
 TQ0096_MARKER: DB = BENCH MARK DISK
 TQ0096_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0096_SP_SET: ROCK LEDGE
 TQ0096_STAMPING: B 390 1959
 TQ0096_MARK LOGO: CGS   
 TQ0096_MAGNETIC: N = NO MAGNETIC MATERIAL
 TQ0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0096+STABILITY: POSITION/ELEVATION WELL
 TQ0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TQ0096+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 TQ0096
 TQ0096  HISTORY     - Date     Condition        Report By
 TQ0096  HISTORY     - 1959     MONUMENTED       CGS
 TQ0096  HISTORY     - 19920827 GOOD             NGS
 TQ0096
 TQ0096                          STATION DESCRIPTION
 TQ0096
 TQ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TQ0096'3.9 MI S FROM METHOW.
 TQ0096'3.9 MILES SOUTH ALONG STATE HIGHWAY 153 FROM THE POST OFFICE AT
 TQ0096'METHOW, AT THE NORTHWEST END OF A CUT, IN TOP OF A LEDGE OF A GRANITE
 TQ0096'OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 31 FEET
 TQ0096'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTHWEST OF A
 TQ0096'POWER POLE, 3 FEET NORTHWEST OF A FENCE, 5.3 FEET WEST OF A WITNESS
 TQ0096'POST, AND ABOUT 4 1/2 FEET HIGHER THAN THE HIGHWAY.
 TQ0096
 TQ0096                          STATION RECOVERY (1992)
 TQ0096
 TQ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TQ0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0023 ***********************************************************************
 TQ0023  DESIGNATION -  B 391
 TQ0023  PID         -  TQ0023
 TQ0023  STATE/COUNTY-  WA/OKANOGAN
 TQ0023  USGS QUAD   -  PEARRYGIN PEAK (1991)
 TQ0023
 TQ0023                         *CURRENT SURVEY CONTROL
 TQ0023  ___________________________________________________________________
 TQ0023* NAD 83(1986)-  48 36 37.     (N)    120 02 37.     (W)     SCALED    
 TQ0023* NAVD 88     -      1226.116  (meters)    4022.68   (feet)  ADJUSTED  
 TQ0023  ___________________________________________________________________
 TQ0023  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TQ0023  DYNAMIC HT  -        1226.098 (meters)    4022.62  (feet)  COMP
 TQ0023  MODELED GRAV-     980,553.3   (mgal)                       NAVD 88
 TQ0023
 TQ0023  VERT ORDER  -  SECOND    CLASS 0
 TQ0023
 TQ0023.The horizontal coordinates were scaled from a topographic map and have
 TQ0023.an estimated accuracy of +/- 6 seconds.
 TQ0023
 TQ0023.The orthometric height was determined by differential leveling
 TQ0023.and adjusted by the National Geodetic Survey in June 1991..
 TQ0023
 TQ0023.The geoid height was determined by GEOID03.
 TQ0023
 TQ0023.The dynamic height is computed by dividing the NAVD 88
 TQ0023.geopotential number by the normal gravity value computed on the
 TQ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0023.degrees latitude (g = 980.6199 gals.).
 TQ0023
 TQ0023.The modeled gravity was interpolated from observed gravity values.
 TQ0023
 TQ0023;                    North         East    Units  Estimated Accuracy
 TQ0023;SPC WA N     -   179,340.      558,230.      MT  (+/- 180 meters Scaled)
 TQ0023
 TQ0023                          SUPERSEDED SURVEY CONTROL
 TQ0023
 TQ0023  NGVD 29 (??/??/92) 1224.744  (m)         4018.18   (f) ADJ UNCH    2 0
 TQ0023
 TQ0023.Superseded values are not recommended for survey control.
 TQ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0023.See file dsdata.txt to determine how the superseded data were derived.
 TQ0023
 TQ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU179883(NAD 83)
 TQ0023_MARKER: DB = BENCH MARK DISK
 TQ0023_SETTING: 80 = SET IN A BOULDER
 TQ0023_SP_SET: BOULDER
 TQ0023_STAMPING: B 391 4018 1959
 TQ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0023+STABILITY: SURFACE MOTION
 TQ0023
 TQ0023  HISTORY     - Date     Condition        Report By
 TQ0023  HISTORY     - 1959     MONUMENTED       CGS
 TQ0023  HISTORY     - 1966     GOOD             NGS
 TQ0023  HISTORY     - 19881115 GOOD             USGS
 TQ0023
 TQ0023                          STATION DESCRIPTION
 TQ0023
 TQ0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TQ0023'15.9 MI NE FROM WINTHROP.
 TQ0023'THE MARK IS A STANDARD DISK SET VERTICALLY IN A 13 X 13 FOOT BOULDER
 TQ0023'WHICH PROJECTS ABOUT 6 FEET ON THE EDGE OF THE ROAD, ON THE EDGE OF A
 TQ0023'DECLINE, ON THE OUTSIDE OF A CURVE AT THE SUMMIT OF A HILL.  THE MARK
 TQ0023'IS ABOUT 3 FEET ABOVE THE EXISTING ROAD AND THE NEW ROAD IS TO CUT
 TQ0023'BACK FARTHER INTO THE HILL AND BE 5 FEET LOWER THAN THE EXISTING ROAD.
 TQ0023'THE NEARER EDGE OF THE CUT WILL BE ABOUT 10 FEET FROM THE MARK. A
 TQ0023'METAL WITNESS POST WAS SET 1 1/2 FEET EAST OF THE MARK.
 TQ0023
 TQ0023                          STATION RECOVERY (1988)
 TQ0023
 TQ0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (RWH)
 TQ0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0844 ***********************************************************************
 SY0844  DESIGNATION -  B 392
 SY0844  PID         -  SY0844
 SY0844  STATE/COUNTY-  WA/PIERCE
 SY0844  USGS QUAD   -  GIG HARBOR (1994)
 SY0844
 SY0844                         *CURRENT SURVEY CONTROL
 SY0844  ___________________________________________________________________
 SY0844* NAD 83(1986)-  47 18 27.     (N)    122 31 15.     (W)     SCALED    
 SY0844* NAVD 88     -        19.768  (meters)      64.86   (feet)  POSTED    
 SY0844  ___________________________________________________________________
 SY0844  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY0844  DYNAMIC HT  -          19.770 (meters)      64.86  (feet)  COMP
 SY0844  MODELED GRAV-     980,777.1   (mgal)                       NAVD 88
 SY0844
 SY0844  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0844
 SY0844.The horizontal coordinates were scaled from a topographic map and have
 SY0844.an estimated accuracy of +/- 6 seconds.
 SY0844
 SY0844.The orthometric height was determined by differential leveling
 SY0844.and adjusted by the National Geodetic Survey in 1992..
 SY0844.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0844.rate of 0.0 thru 1.0 mm/km.
 SY0844
 SY0844.The geoid height was determined by GEOID03.
 SY0844
 SY0844.The dynamic height is computed by dividing the NAVD 88
 SY0844.geopotential number by the normal gravity value computed on the
 SY0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0844.degrees latitude (g = 980.6199 gals.).
 SY0844
 SY0844.The modeled gravity was interpolated from observed gravity values.
 SY0844
 SY0844;                    North         East    Units  Estimated Accuracy
 SY0844;SPC WA S     -   221,400.      347,210.      MT  (+/- 180 meters Scaled)
 SY0844
 SY0844                          SUPERSEDED SURVEY CONTROL
 SY0844
 SY0844  NGVD 29 (??/??/??)   18.716  (m)           61.40   (f) ADJUSTED    1 2
 SY0844
 SY0844.Superseded values are not recommended for survey control.
 SY0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0844.See file dsdata.txt to determine how the superseded data were derived.
 SY0844
 SY0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET362394(NAD 83)
 SY0844_MARKER: DB = BENCH MARK DISK
 SY0844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0844_SP_SET: UNDERPASS
 SY0844_STAMPING: B 392 1959
 SY0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0844+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2003
 SY0844
 SY0844  HISTORY     - Date     Condition        Report By
 SY0844  HISTORY     - 1959     MONUMENTED       CGS
 SY0844  HISTORY     - 1987     GOOD             USPSQD
 SY0844  HISTORY     - 19870918 GOOD             USPSQD
 SY0844  HISTORY     - 20030207 GOOD             USPSQD
 SY0844
 SY0844                          STATION DESCRIPTION
 SY0844
 SY0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0844'IN TACOMA.
 SY0844'AT TACOMA, 0.4 MILE NORTHWEST ALONG FIVE MILE DRIVE FROM THE ENTRANCE
 SY0844'TO POINT DEFIANCE PARK, NEAR THE ZOO, IN THE TOP OF THE EAST CORNER OF
 SY0844'THE SOUTHWEST CONCRETE RETAINING WALL FOR A PEDESTRAIN UNDERPASS, 16
 SY0844'FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE, 107 FEET
 SY0844'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE BEAR CAGE, 153 FEET
 SY0844'SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE ENTRANCE TO A PARKING
 SY0844'LOT, 29 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A SERVICE TRUCK
 SY0844'DRIVEWAY, 1 FOOT SOUTHWEST OF THE SOUTHWEST GUARDRAIL FOR THE DRIVE,
 SY0844'AND ABOUT 1 FOOT HIGHER THAN THE DRIVE.
 SY0844
 SY0844                          STATION RECOVERY (1987)
 SY0844
 SY0844'RECOVERY NOTE BY US POWER SQUADRON 1987 (WO)
 SY0844'RECOVERED IN GOOD CONDITION.
 SY0844
 SY0844                          STATION RECOVERY (1987)
 SY0844
 SY0844'RECOVERY NOTE BY US POWER SQUADRON 1987 (NB)
 SY0844'RECOVERED IN GOOD CONDITION.
 SY0844
 SY0844                          STATION RECOVERY (2003)
 SY0844
 SY0844'RECOVERY NOTE BY US POWER SQUADRON 2003 (JV)
 SY0844'DESIGNATION-B392 1959 USC SURVEY. SET IN CORNER OF WALL FOR A WALKING
 SY0844'UNDERPASS. LAT.N47DEGREES 18.335MINS., LONG. W122DEGREES 31.135MINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0703 ***********************************************************************
 TP0703  DESIGNATION -  B 393
 TP0703  PID         -  TP0703
 TP0703  STATE/COUNTY-  WA/OKANOGAN
 TP0703  USGS QUAD   -  TIFFANY MOUNTAIN (1989)
 TP0703
 TP0703                         *CURRENT SURVEY CONTROL
 TP0703  ___________________________________________________________________
 TP0703* NAD 83(1986)-  48 43 31.     (N)    119 55 09.     (W)     SCALED    
 TP0703* NAVD 88     -      1930.567  (meters)    6333.87   (feet)  ADJUSTED  
 TP0703  ___________________________________________________________________
 TP0703  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 TP0703  DYNAMIC HT  -        1930.357 (meters)    6333.18  (feet)  COMP
 TP0703  MODELED GRAV-     980,431.3   (mgal)                       NAVD 88
 TP0703
 TP0703  VERT ORDER  -  SECOND    CLASS 0
 TP0703
 TP0703.The horizontal coordinates were scaled from a topographic map and have
 TP0703.an estimated accuracy of +/- 6 seconds.
 TP0703
 TP0703.The orthometric height was determined by differential leveling
 TP0703.and adjusted by the National Geodetic Survey in June 1991..
 TP0703
 TP0703.The geoid height was determined by GEOID03.
 TP0703
 TP0703.The dynamic height is computed by dividing the NAVD 88
 TP0703.geopotential number by the normal gravity value computed on the
 TP0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0703.degrees latitude (g = 980.6199 gals.).
 TP0703
 TP0703.The modeled gravity was interpolated from observed gravity values.
 TP0703
 TP0703;                    North         East    Units  Estimated Accuracy
 TP0703;SPC WA N     -   192,230.      567,260.      MT  (+/- 180 meters Scaled)
 TP0703
 TP0703                          SUPERSEDED SURVEY CONTROL
 TP0703
 TP0703  NGVD 29 (??/??/92) 1929.035  (m)         6328.84   (f) ADJ UNCH    2 0
 TP0703
 TP0703.Superseded values are not recommended for survey control.
 TP0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0703.See file dsdata.txt to determine how the superseded data were derived.
 TP0703
 TP0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ853010(NAD 83)
 TP0703_MARKER: DB = BENCH MARK DISK
 TP0703_SETTING: 80 = SET IN A BOULDER
 TP0703_STAMPING: B 393 1959
 TP0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0703+STABILITY: SURFACE MOTION
 TP0703
 TP0703  HISTORY     - Date     Condition        Report By
 TP0703  HISTORY     - 1959     MONUMENTED       CGS
 TP0703
 TP0703                          STATION DESCRIPTION
 TP0703
 TP0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0703'32.8 MI NE FROM WINTHROP.
 TP0703'6.6 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 TP0703'WINTHROP, THENCE 25.45 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE
 TP0703'0.75 MILE NORTH ALONG A GRAVEL ROAD LEADING TO LOOMIS, 0.9 MILE NORTH
 TP0703'OF BENCH MARK 9 AA (USGS), IN TOP OF A 3-BY 3-FOOT EMBEDDED GRANITE
 TP0703'BOULDER WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 27 FEET WEST
 TP0703'OF THE CENTER LINE OF THE ROAD, 6.0 FEET SOUTH OF A WITNESS POST, AND
 TP0703'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0652 ***********************************************************************
 TP0652  DESIGNATION -  B 394
 TP0652  PID         -  TP0652
 TP0652  STATE/COUNTY-  WA/OKANOGAN
 TP0652  USGS QUAD   -  LOOMIS (1982)
 TP0652
 TP0652                         *CURRENT SURVEY CONTROL
 TP0652  ___________________________________________________________________
 TP0652* NAD 83(1986)-  48 51 05.     (N)    119 44 25.     (W)     SCALED    
 TP0652* NAVD 88     -       867.970  (meters)    2847.66   (feet)  ADJUSTED  
 TP0652  ___________________________________________________________________
 TP0652  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 TP0652  DYNAMIC HT  -         868.040 (meters)    2847.89  (feet)  COMP
 TP0652  MODELED GRAV-     980,662.8   (mgal)                       NAVD 88
 TP0652
 TP0652  VERT ORDER  -  SECOND    CLASS 0
 TP0652
 TP0652.The horizontal coordinates were scaled from a topographic map and have
 TP0652.an estimated accuracy of +/- 6 seconds.
 TP0652
 TP0652.The orthometric height was determined by differential leveling
 TP0652.and adjusted by the National Geodetic Survey in June 1991..
 TP0652
 TP0652.The geoid height was determined by GEOID03.
 TP0652
 TP0652.The dynamic height is computed by dividing the NAVD 88
 TP0652.geopotential number by the normal gravity value computed on the
 TP0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0652.degrees latitude (g = 980.6199 gals.).
 TP0652
 TP0652.The modeled gravity was interpolated from observed gravity values.
 TP0652
 TP0652;                    North         East    Units  Estimated Accuracy
 TP0652;SPC WA N     -   206,420.      580,220.      MT  (+/- 180 meters Scaled)
 TP0652
 TP0652                          SUPERSEDED SURVEY CONTROL
 TP0652
 TP0652  NGVD 29 (??/??/92)  866.625  (m)         2843.25   (f) ADJ UNCH    2 0
 TP0652
 TP0652.Superseded values are not recommended for survey control.
 TP0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0652.See file dsdata.txt to determine how the superseded data were derived.
 TP0652
 TP0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ989145(NAD 83)
 TP0652_MARKER: DB = BENCH MARK DISK
 TP0652_SETTING: 66 = SET IN ROCK OUTCROP
 TP0652_SP_SET: GRANITE OUTCROP
 TP0652_STAMPING: B 394 1959
 TP0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0652+STABILITY: POSITION/ELEVATION WELL
 TP0652
 TP0652  HISTORY     - Date     Condition        Report By
 TP0652  HISTORY     - 1959     MONUMENTED       CGS
 TP0652  HISTORY     - 1966     GOOD             NGS
 TP0652
 TP0652                          STATION DESCRIPTION
 TP0652
 TP0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TP0652'8.65 MI W FROM LOOMIS.
 TP0652'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0652'LOOMIS, THENCE 6.5 MILES WEST ALONG A GRAVEL ROAD, AT THE CENTER OF A
 TP0652'HORSESHOE CURVE, IN TOP OF A 2 1/2-BY 3-FOOT GRANITE OUTCROP WHICH
 TP0652'PROJECTS ABOUT 0.4 FOOT ABOVE THE GROUND, 29 FEET WEST OF THE CENTER
 TP0652'LINE OF THE ROAD, 1.4 FEET EAST OF A WITNESS POST, AND ABOUT 1 FOOT
 TP0652'LOWER THAN THE ROAD.  NOTE-- THE ROAD IS BEING IMPROVED, AND THE MARK
 TP0652'WILL BE COVERED WITH FILL TO A DEPTH OF 1 1/2 TO 2 FEET.  A NEW MARK,
 TP0652'B 394 RESET, WAS ESTABLISHED 92.8 FEET N 20 DEG W OF THE OLD MARK. IT
 TP0652'MAY BE POSSIBLE TO RECOVER THE OLD MARK AFTER CONSTRUCTION.  TO AID IN
 TP0652'THIS, A NAIL WAS DRIVEN INTO A BLAZE ON A 6-INCH PINE TREE 24.6 FEET S
 TP0652'48 DEG W OF THE MARK.  BOTH DISTANCES ARE SLOPE MEASUREMENTS. THE MARK
 TP0652'IS AT A TURNOUT ON THE OUTSIDE EDGE OF A SWITCHBACK CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0751 ***********************************************************************
 TP0751  DESIGNATION -  B 395
 TP0751  PID         -  TP0751
 TP0751  STATE/COUNTY-  WA/OKANOGAN
 TP0751  USGS QUAD   -  LOOMIS (1982)
 TP0751
 TP0751                         *CURRENT SURVEY CONTROL
 TP0751  ___________________________________________________________________
 TP0751* NAD 83(1986)-  48 49 19.     (N)    119 38 06.     (W)     SCALED    
 TP0751* NAVD 88     -       403.755  (meters)    1324.65   (feet)  ADJUSTED  
 TP0751  ___________________________________________________________________
 TP0751  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 TP0751  DYNAMIC HT  -         403.802 (meters)    1324.81  (feet)  COMP
 TP0751  MODELED GRAV-     980,716.7   (mgal)                       NAVD 88
 TP0751
 TP0751  VERT ORDER  -  SECOND    CLASS 0
 TP0751
 TP0751.The horizontal coordinates were scaled from a topographic map and have
 TP0751.an estimated accuracy of +/- 6 seconds.
 TP0751
 TP0751.The orthometric height was determined by differential leveling
 TP0751.and adjusted by the National Geodetic Survey in June 1991..
 TP0751
 TP0751.The geoid height was determined by GEOID03.
 TP0751
 TP0751.The dynamic height is computed by dividing the NAVD 88
 TP0751.geopotential number by the normal gravity value computed on the
 TP0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0751.degrees latitude (g = 980.6199 gals.).
 TP0751
 TP0751.The modeled gravity was interpolated from observed gravity values.
 TP0751
 TP0751;                    North         East    Units  Estimated Accuracy
 TP0751;SPC WA N     -   203,260.      587,990.      MT  (+/- 180 meters Scaled)
 TP0751
 TP0751                          SUPERSEDED SURVEY CONTROL
 TP0751
 TP0751  NGVD 29 (??/??/92)  402.428  (m)         1320.30   (f) ADJ UNCH    2 0
 TP0751
 TP0751.Superseded values are not recommended for survey control.
 TP0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0751.See file dsdata.txt to determine how the superseded data were derived.
 TP0751
 TP0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ065110(NAD 83)
 TP0751_MARKER: DB = BENCH MARK DISK
 TP0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0751_STAMPING: B 395 1959
 TP0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0751+STABILITY: SURFACE MOTION
 TP0751
 TP0751  HISTORY     - Date     Condition        Report By
 TP0751  HISTORY     - 1959     MONUMENTED       CGS
 TP0751
 TP0751                          STATION DESCRIPTION
 TP0751
 TP0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0751'IN LOOMIS.
 TP0751'AT LOOMIS, AT THE LOOMIS GRANGE HALL, AT THE NORTH ENTRANCE, ON THE
 TP0751'EAST SIDE OF THE ENTRANCE STEPS, 38 FEET SOUTH OF THE CENTER LINE OF
 TP0751'AN ASPHALT ROAD, 125 FEET EAST OF THE POST OFFICE ENTRANCE, 12.8 FEET
 TP0751'NORTH OF THE NORTH FACE OF THE BUILDING, 5.3 FEET SOUTHEAST OF THE
 TP0751'NORTH END OF THE STEPS, 0.6 FOOT EAST OF THE EAST FACE OF THE STEPS,
 TP0751'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TP0751'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0709 ***********************************************************************
 SV0709  DESIGNATION -  B 4
 SV0709  PID         -  SV0709
 SV0709  STATE/COUNTY-  WA/SPOKANE
 SV0709  USGS QUAD   -  SPOKANE NW (1986)
 SV0709
 SV0709                         *CURRENT SURVEY CONTROL
 SV0709  ___________________________________________________________________
 SV0709* NAD 83(1986)-  47 38 29.     (N)    117 26 24.     (W)     SCALED    
 SV0709* NAVD 88     -       569.268  (meters)    1867.67   (feet)  ADJUSTED  
 SV0709  ___________________________________________________________________
 SV0709  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 SV0709  DYNAMIC HT  -         569.301 (meters)    1867.78  (feet)  COMP
 SV0709  MODELED GRAV-     980,652.9   (mgal)                       NAVD 88
 SV0709
 SV0709  VERT ORDER  -  FIRST     CLASS II
 SV0709
 SV0709.The horizontal coordinates were scaled from a topographic map and have
 SV0709.an estimated accuracy of +/- 6 seconds.
 SV0709
 SV0709.The orthometric height was determined by differential leveling
 SV0709.and adjusted by the National Geodetic Survey in June 1991..
 SV0709
 SV0709.The geoid height was determined by GEOID03.
 SV0709
 SV0709.The dynamic height is computed by dividing the NAVD 88
 SV0709.geopotential number by the normal gravity value computed on the
 SV0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0709.degrees latitude (g = 980.6199 gals.).
 SV0709
 SV0709.The modeled gravity was interpolated from observed gravity values.
 SV0709
 SV0709;                    North         East    Units  Estimated Accuracy
 SV0709;SPC WA N     -    76,930.      754,890.      MT  (+/- 180 meters Scaled)
 SV0709
 SV0709                          SUPERSEDED SURVEY CONTROL
 SV0709
 SV0709  NGVD 29 (??/??/92)  568.108  (m)         1863.87   (f) ADJ UNCH    1 2
 SV0709
 SV0709.Superseded values are not recommended for survey control.
 SV0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0709.See file dsdata.txt to determine how the superseded data were derived.
 SV0709
 SV0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN669765(NAD 83)
 SV0709_MARKER: P = PIPE CAP
 SV0709_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0709_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0709_STAMPING: B 4 1914
 SV0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0709
 SV0709  HISTORY     - Date     Condition        Report By
 SV0709  HISTORY     - 1914     MONUMENTED       CGS
 SV0709  HISTORY     - 1965     GOOD             NGS
 SV0709
 SV0709                          STATION DESCRIPTION
 SV0709
 SV0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0709'2.0 MI SW FROM SPOKANE.
 SV0709'2.0 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SV0709'STATION AT SPOKANE, SPOKANE COUNTY, 83.3 FEET SOUTH OF POLE M 22, 35.5
 SV0709'FEET WEST OF THE WEST RAIL, 1.2 FEET WEST OF A WHITE WOODEN WITNESS
 SV0709'POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD CAP, STAMPED
 SV0709'B 4 1914 AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 SV0709'ABOUT 14 INCHES ABOVE GROUND.  NOTE-- THE MARK IS ABOUT 200 FEET
 SV0709'EAST-NORTHWEST OF THE INTERSECTION OF U. S. HIGHWAY 195 AND 16TH AVE.
 SV0709'W. IN SPOKANE, ABOUT 100 FEET ABOVE THE HIGHWAY AND ON A POINT BETWEEN
 SV0709'TWO SHALLOW DRAWS WHICH ARE ABOUT 100 FEET APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0474 ***********************************************************************
 TR0474  DESIGNATION -  B 4
 TR0474  PID         -  TR0474
 TR0474  STATE/COUNTY-  WA/ISLAND
 TR0474  USGS QUAD   -  OAK HARBOR (1973)
 TR0474
 TR0474                         *CURRENT SURVEY CONTROL
 TR0474  ___________________________________________________________________
 TR0474* NAD 83(1991)-  48 19 33.76339(N)    122 39 41.05276(W)     ADJUSTED  
 TR0474* NAVD 88     -        47.575  (meters)     156.09   (feet)  ADJUSTED  
 TR0474  ___________________________________________________________________
 TR0474  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 TR0474  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 TR0474  DYNAMIC HT  -          47.586 (meters)     156.12  (feet)  COMP
 TR0474  MODELED GRAV-     980,854.4   (mgal)                       NAVD 88
 TR0474
 TR0474  HORZ ORDER  -  THIRD
 TR0474  VERT ORDER  -  FIRST     CLASS II
 TR0474
 TR0474.The horizontal coordinates were established by classical geodetic methods
 TR0474.and adjusted by the National Geodetic Survey in December 1991..
 TR0474
 TR0474.The orthometric height was determined by differential leveling
 TR0474.and adjusted by the National Geodetic Survey in June 1991..
 TR0474
 TR0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0474
 TR0474.The geoid height was determined by GEOID03.
 TR0474
 TR0474.The dynamic height is computed by dividing the NAVD 88
 TR0474.geopotential number by the normal gravity value computed on the
 TR0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0474.degrees latitude (g = 980.6199 gals.).
 TR0474
 TR0474.The modeled gravity was interpolated from observed gravity values.
 TR0474
 TR0474;                    North         East     Units Scale Factor Converg.
 TR0474;SPC WA N     -   149,043.977   364,461.104   MT  0.99994884   -1 21 39.7
 TR0474;SPC WA N     -   488,988.45  1,195,736.14   sFT  0.99994884   -1 21 39.7
 TR0474;UTM  10      - 5,352,595.242   525,098.196   MT  0.99960774   +0 15 10.5
 TR0474
 TR0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0474!SPC WA N     -   0.99999603  x   0.99994884  =   0.99994487
 TR0474!UTM  10      -   0.99999603  x   0.99960774  =   0.99960377
 TR0474
 TR0474                          SUPERSEDED SURVEY CONTROL
 TR0474
 TR0474  NAD 83(1986)-  48 19 33.76598(N)    122 39 41.05601(W) AD(       ) 3
 TR0474  NAD 27      -  48 19 34.40300(N)    122 39 36.43000(W) AD(       ) 3
 TR0474  NGVD 29 (??/??/92)   46.428  (m)          152.32   (f) ADJ UNCH    1 2
 TR0474
 TR0474.Superseded values are not recommended for survey control.
 TR0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0474.See file dsdata.txt to determine how the superseded data were derived.
 TR0474
 TR0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2509852595(NAD 83)
 TR0474_MARKER: DE = TRAVERSE STATION DISK
 TR0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0474_STAMPING: B 4 1952
 TR0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0474+STABILITY: SURFACE MOTION
 TR0474
 TR0474  HISTORY     - Date     Condition        Report By
 TR0474  HISTORY     - 1952     MONUMENTED       CGS
 TR0474  HISTORY     - 1952     GOOD             CGS
 TR0474  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0474  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0474
 TR0474                          STATION DESCRIPTION
 TR0474
 TR0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0474'STATION IS IN CENTERLINE OF CLOVER VALLEY ROAD AT JUNCTION WITH
 TR0474'ROAD LEADING SOUTHEAST, 0.4 MILES WEST OF JUNCTION OF CLOVER
 TR0474'VALLEY ROAD AND HIGHWAY 1-D.
 TR0474'
 TR0474'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-4, 1952, SET IN A
 TR0474'CONCRETE MONUMENT 6 INCHES BELOW THE ROAD SURFACE AND COVERED
 TR0474'WITH A CAST IRON CASING MARKED N.A.S.
 TR0474
 TR0474                          STATION RECOVERY (1952)
 TR0474
 TR0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0474'3.5 MI NW FROM OAK HARBOR.
 TR0474'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0474'THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 0.4 MILE WEST
 TR0474'ALONG CLOVER VALLEY ROAD, AT THE JUNCTION OF THE CENTER LINES OF
 TR0474'CLOVER VALLEY ROAD AND AN ASPHALT ROAD LEADING SOUTHEAST, 92 FEET WEST
 TR0474'OF A POWER LINE POLE, 43 FEET SOUTHEAST OF A TELEPHONE POLE, 0.5 FOOT
 TR0474'BELOW THE SURFACE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TR0474'ENCASED BY A 6-INCH IRON PIPE WITH A CAST IRON COVER.
 TR0474
 TR0474                          STATION RECOVERY (1960)
 TR0474
 TR0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0474'THE ROAD IN THIS AREA HAS BEEN RE-PAVED AND THE IRON CASING IS
 TR0474'PROBABLY COVERED BY SEVERAL INCHES OF ASPHALT.  THE MARK WAS NOT
 TR0474'DUG FOR.
 TR0474
 TR0474                          STATION RECOVERY (1973)
 TR0474
 TR0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0554 ***********************************************************************
 TR0554  DESIGNATION -  B 4 36
 TR0554  PID         -  TR0554
 TR0554  STATE/COUNTY-  WA/JEFFERSON
 TR0554  USGS QUAD   -  PORT TOWNSEND SOUTH (1981)
 TR0554
 TR0554                         *CURRENT SURVEY CONTROL
 TR0554  ___________________________________________________________________
 TR0554* NAD 83(1986)-  48 06 10.     (N)    122 47 26.     (W)     SCALED    
 TR0554* NAVD 88     -        56.009  (meters)     183.76   (feet)  ADJUSTED  
 TR0554  ___________________________________________________________________
 TR0554  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 TR0554  DYNAMIC HT  -          56.022 (meters)     183.80  (feet)  COMP
 TR0554  MODELED GRAV-     980,849.6   (mgal)                       NAVD 88
 TR0554
 TR0554  VERT ORDER  -  FIRST     CLASS II
 TR0554
 TR0554.The horizontal coordinates were scaled from a topographic map and have
 TR0554.an estimated accuracy of +/- 6 seconds.
 TR0554
 TR0554.The orthometric height was determined by differential leveling
 TR0554.and adjusted by the National Geodetic Survey in June 1991..
 TR0554
 TR0554.The geoid height was determined by GEOID03.
 TR0554
 TR0554.The dynamic height is computed by dividing the NAVD 88
 TR0554.geopotential number by the normal gravity value computed on the
 TR0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0554.degrees latitude (g = 980.6199 gals.).
 TR0554
 TR0554.The modeled gravity was interpolated from observed gravity values.
 TR0554
 TR0554;                    North         East    Units  Estimated Accuracy
 TR0554;SPC WA N     -   124,460.      354,260.      MT  (+/- 180 meters Scaled)
 TR0554
 TR0554                          SUPERSEDED SURVEY CONTROL
 TR0554
 TR0554  NGVD 29 (??/??/92)   54.886  (m)          180.07   (f) ADJ UNCH    1 2
 TR0554
 TR0554.Superseded values are not recommended for survey control.
 TR0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0554.See file dsdata.txt to determine how the superseded data were derived.
 TR0554
 TR0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU155277(NAD 83)
 TR0554_MARKER: DD = SURVEY DISK
 TR0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0554_STAMPING: P.B.M.B.-4-36 180.000
 TR0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0554+STABILITY: SURFACE MOTION
 TR0554
 TR0554  HISTORY     - Date     Condition        Report By
 TR0554  HISTORY     - UNK      MONUMENTED       DOD
 TR0554  HISTORY     - 1944     GOOD             NGS
 TR0554
 TR0554                          STATION DESCRIPTION
 TR0554
 TR0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TR0554'1.9 MI SW FROM PORT TOWNSEND.
 TR0554'ALONG STATE HIGHWAY NO. 9, 1.9 MILES SOUTHWEST OF THE CITY HALL AT
 TR0554'PORT TOWNSEND, AT THE JUNCTION OF THE ST. JOHNS HOSPITAL ROAD, 43.2
 TR0554'FEET NORTH OF CENTER-LINE OF HIGHWAY, 36.0 FEET WEST OF CENTER-LINE OF
 TR0554'ST. JOHNS HOSPITAL ROAD, 5.5 FEET SOUTH OF BARBED WIRE FENCE LINE, 1.9
 TR0554'FEET EAST OF ST. JOHNS HOSPITAL SIGN, ALONG THE EDGE AND AT THE CORNER
 TR0554'OF HIGHWAY CUT IN THE NORTHWEST ANGLE OF THE JUNCTION, ABOUT 7.0 FEET
 TR0554'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 TR0554'PROJECTING ABOUT 4.0 INCHES ABOVE THE GROUND.  STAMPED-- P.B.M.B.-4-36
 TR0554'180.000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0981 ***********************************************************************
 SA0981  DESIGNATION -  B 40
 SA0981  PID         -  SA0981
 SA0981  STATE/COUNTY-  WA/BENTON
 SA0981  USGS QUAD   -  RICHLAND (1992)
 SA0981
 SA0981                         *CURRENT SURVEY CONTROL
 SA0981  ___________________________________________________________________
 SA0981* NAD 83(1986)-  46 16 40.     (N)    119 16 32.     (W)     SCALED    
 SA0981* NAVD 88     -       110.746  (meters)     363.34   (feet)  ADJUSTED  
 SA0981  ___________________________________________________________________
 SA0981  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SA0981  DYNAMIC HT  -         110.751 (meters)     363.36  (feet)  COMP
 SA0981  MODELED GRAV-     980,657.2   (mgal)                       NAVD 88
 SA0981
 SA0981  VERT ORDER  -  SECOND    CLASS 0
 SA0981
 SA0981.The horizontal coordinates were scaled from a topographic map and have
 SA0981.an estimated accuracy of +/- 6 seconds.
 SA0981
 SA0981.The orthometric height was determined by differential leveling
 SA0981.and adjusted by the National Geodetic Survey in June 1991..
 SA0981
 SA0981.The geoid height was determined by GEOID03.
 SA0981
 SA0981.The dynamic height is computed by dividing the NAVD 88
 SA0981.geopotential number by the normal gravity value computed on the
 SA0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0981.degrees latitude (g = 980.6199 gals.).
 SA0981
 SA0981.The modeled gravity was interpolated from observed gravity values.
 SA0981
 SA0981;                    North         East    Units  Estimated Accuracy
 SA0981;SPC WA S     -   105,710.      594,360.      MT  (+/- 180 meters Scaled)
 SA0981
 SA0981                          SUPERSEDED SURVEY CONTROL
 SA0981
 SA0981  NGVD 29 (??/??/92)  109.711  (m)          359.94   (f) ADJ UNCH    2 0
 SA0981
 SA0981.Superseded values are not recommended for survey control.
 SA0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0981.See file dsdata.txt to determine how the superseded data were derived.
 SA0981
 SA0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM246274(NAD 83)
 SA0981_MARKER: DD = SURVEY DISK
 SA0981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0981_SP_SET: STEP
 SA0981_STAMPING: B 40
 SA0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0981
 SA0981  HISTORY     - Date     Condition        Report By
 SA0981  HISTORY     - UNK      MONUMENTED       USGS
 SA0981  HISTORY     - 1949     GOOD             NGS
 SA0981  HISTORY     - 1974     GOOD             USGS
 SA0981  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SA0981
 SA0981                          STATION DESCRIPTION
 SA0981
 SA0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA0981'IN RICHLAND.
 SA0981'AT RICHLAND, ABOUT 0.1 MILE NORTHWEST OF THE POST OFFICE, ON FLAGLER
 SA0981'AVENUE AT THE WEST END OF LOCKWOOD STREET, AT BUILDING 703
 SA0981'(ADMINISTRATION BUILDING), IN THE TOP OF THE BOTTOM STEP, AND 0.8 FOOT
 SA0981'NORTH OF THE SOUTH END OF THE STEP TO THE MAIN ENTRANCE.  NOTE-- ALL
 SA0981'REFERENCE TO THE POST OFFICE IN RICHLAND IN THIS LINE NO.8 IS TO THE
 SA0981'OLD LOCATION AT THE SOUTHWEST CORNER OF GEORGE WASHINGTON WAY AND
 SA0981'KNIGHT STREET-THE PRESENT POST OFFICE IS LOCATED ONE BLOCK NORTH AND
 SA0981'ONE BLOCK WEST OF THAT INTERSECTION-DATE OF THE CHANGE WAS 1968.
 SA0981
 SA0981                          STATION RECOVERY (1974)
 SA0981
 SA0981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA0981'RECOVERED IN GOOD CONDITION.
 SA0981
 SA0981                          STATION RECOVERY (2001)
 SA0981
 SA0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SA0981'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0123 ***********************************************************************
 SA0123  DESIGNATION -  B 40
 SA0123  PID         -  SA0123
 SA0123  STATE/COUNTY-  WA/WALLA WALLA
 SA0123  USGS QUAD   -  DIXIE (1976)
 SA0123
 SA0123                         *CURRENT SURVEY CONTROL
 SA0123  ___________________________________________________________________
 SA0123* NAD 83(1986)-  46 07 48.     (N)    118 11 04.     (W)     SCALED    
 SA0123* NAVD 88     -       438.800  (meters)    1439.63   (feet)  POSTED    
 SA0123  ___________________________________________________________________
 SA0123  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 SA0123  DYNAMIC HT  -         438.770 (meters)    1439.53  (feet)  COMP
 SA0123  MODELED GRAV-     980,544.3   (mgal)                       NAVD 88
 SA0123
 SA0123  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SA0123
 SA0123.The horizontal coordinates were scaled from a topographic map and have
 SA0123.an estimated accuracy of +/- 6 seconds.
 SA0123
 SA0123.The orthometric height was determined by differential leveling
 SA0123.and adjusted by the National Geodetic Survey in 1992..
 SA0123.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SA0123.rate of 0.0 thru 1.0 mm/km.
 SA0123
 SA0123.The geoid height was determined by GEOID03.
 SA0123
 SA0123.The dynamic height is computed by dividing the NAVD 88
 SA0123.geopotential number by the normal gravity value computed on the
 SA0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0123.degrees latitude (g = 980.6199 gals.).
 SA0123
 SA0123.The modeled gravity was interpolated from observed gravity values.
 SA0123
 SA0123;                    North         East    Units  Estimated Accuracy
 SA0123;SPC WA S     -    91,180.      678,920.      MT  (+/- 180 meters Scaled)
 SA0123
 SA0123                          SUPERSEDED SURVEY CONTROL
 SA0123
 SA0123  NGVD 29 (??/??/92)  437.79   (m)         1436.3    (f) COMPUTED    1 2
 SA0123
 SA0123.Superseded values are not recommended for survey control.
 SA0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0123.See file dsdata.txt to determine how the superseded data were derived.
 SA0123
 SA0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM085091(NAD 83)
 SA0123_MARKER: DB = BENCH MARK DISK
 SA0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0123_STAMPING: B 40 1933
 SA0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0123+STABILITY: SURFACE MOTION
 SA0123
 SA0123  HISTORY     - Date     Condition        Report By
 SA0123  HISTORY     - 1933     MONUMENTED       CGS
 SA0123  HISTORY     - 1964     MARK NOT FOUND   NGS
 SA0123
 SA0123                          STATION DESCRIPTION
 SA0123
 SA0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SA0123'9.8 MI NE FROM WALLA WALLA.
 SA0123'IT WAS TO HAVE BEEN 9.8 MILES NORTHEAST ALONG U.S. HIGHWAY 410 FROM
 SA0123'THE COUNTY COURTHOUSE AT WALLA WALLA, WALLA WALLA COUNTY, 35 FEET
 SA0123'NORTHWEST OF POWER-TRANSMISSION LINE POLE 1366, 33 FEET EAST OF THE
 SA0123'CENTER LINE OF THE HIGHWAY AND 2 FEET SOUTH OF A WOODEN GATE LEADING
 SA0123'TO THE M. LYONS FARMHOUSE.  A STANDARD DISK STAMPED B 40 1933 AND SET
 SA0123'IN THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD SHOULDER HAS BEEN
 SA0123'WIDENED AT THIS MILEAGE AND THE MARK MAY BE UNDER THE FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0441 ***********************************************************************
 SA0441  DESIGNATION -  B 402
 SA0441  PID         -  SA0441
 SA0441  STATE/COUNTY-  WA/FRANKLIN
 SA0441  USGS QUAD   -  LEVEY (1991)
 SA0441
 SA0441                         *CURRENT SURVEY CONTROL
 SA0441  ___________________________________________________________________
 SA0441* NAD 83(1986)-  46 16 14.     (N)    118 50 56.     (W)     SCALED    
 SA0441* NAVD 88     -       139.365  (meters)     457.23   (feet)  ADJUSTED  
 SA0441  ___________________________________________________________________
 SA0441  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SA0441  DYNAMIC HT  -         139.366 (meters)     457.24  (feet)  COMP
 SA0441  MODELED GRAV-     980,618.8   (mgal)                       NAVD 88
 SA0441
 SA0441  VERT ORDER  -  SECOND    CLASS 0
 SA0441
 SA0441.The horizontal coordinates were scaled from a topographic map and have
 SA0441.an estimated accuracy of +/- 6 seconds.
 SA0441
 SA0441.The orthometric height was determined by differential leveling
 SA0441.and adjusted by the National Geodetic Survey in June 1991..
 SA0441
 SA0441.The geoid height was determined by GEOID03.
 SA0441
 SA0441.The dynamic height is computed by dividing the NAVD 88
 SA0441.geopotential number by the normal gravity value computed on the
 SA0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0441.degrees latitude (g = 980.6199 gals.).
 SA0441
 SA0441.The modeled gravity was interpolated from observed gravity values.
 SA0441
 SA0441;                    North         East    Units  Estimated Accuracy
 SA0441;SPC WA S     -   105,500.      627,260.      MT  (+/- 180 meters Scaled)
 SA0441
 SA0441                          SUPERSEDED SURVEY CONTROL
 SA0441
 SA0441  NGVD 29 (??/??/92)  138.337  (m)          453.86   (f) ADJ UNCH    2 0
 SA0441
 SA0441.Superseded values are not recommended for survey control.
 SA0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0441.See file dsdata.txt to determine how the superseded data were derived.
 SA0441
 SA0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM575257(NAD 83)
 SA0441_MARKER: DB = BENCH MARK DISK
 SA0441_SETTING: 66 = SET IN ROCK OUTCROP
 SA0441_SP_SET: ROCK CLIFF
 SA0441_STAMPING: B 402 1961
 SA0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0441+STABILITY: POSITION/ELEVATION WELL
 SA0441
 SA0441  HISTORY     - Date     Condition        Report By
 SA0441  HISTORY     - 1961     MONUMENTED       CGS
 SA0441
 SA0441                          STATION DESCRIPTION
 SA0441
 SA0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0441'12.55 MI SW FROM SNAKE RIVER.
 SA0441'12.55 MILES SOUTHWEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 SA0441'FROM THE STATION AT SNAKE RIVER, 13.3 MILES NORTHEAST OF PASCO, AT
 SA0441'RAILROAD MILEAGE 243.85, SET VERTICALLY IN A ROCK CLIFF, 139 FEET
 SA0441'NORTH-NORTHEAST OF SEMAPHORE 243.9, 25.5 FEET NORTHWEST OF THE
 SA0441'NORTHWEST RAIL OF THE MAIN TRACK, 1 FOOT HIGHER THAN THE GROUND, AND
 SA0441'ABOUT 1 FOOT HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0745 ***********************************************************************
 SW0745  DESIGNATION -  B 402
 SW0745  PID         -  SW0745
 SW0745  STATE/COUNTY-  WA/GRANT
 SW0745  USGS QUAD   -  WINCHESTER (1966)
 SW0745
 SW0745                         *CURRENT SURVEY CONTROL
 SW0745  ___________________________________________________________________
 SW0745* NAD 83(1986)-  47 09 41.     (N)    119 44 48.     (W)     SCALED    
 SW0745* NAVD 88     -       366.22   (+/-2cm)    1201.5    (feet)  VERTCON   
 SW0745  ___________________________________________________________________
 SW0745  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SW0745
 SW0745  VERT ORDER  -  ? (See Below)
 SW0745
 SW0745.The horizontal coordinates were scaled from a topographic map and have
 SW0745.an estimated accuracy of +/- 6 seconds.
 SW0745
 SW0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0745.The vertical order pertains to the NGVD 29 superseded value.
 SW0745
 SW0745.The geoid height was determined by GEOID03.
 SW0745
 SW0745;                    North         East    Units  Estimated Accuracy
 SW0745;SPC WA S     -   203,470.      557,120.      MT  (+/- 180 meters Scaled)
 SW0745
 SW0745                          SUPERSEDED SURVEY CONTROL
 SW0745
 SW0745  NGVD 29 (??/??/92)  365.098  (m)         1197.83   (f) ADJ UNCH    ?  
 SW0745
 SW0745.Superseded values are not recommended for survey control.
 SW0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0745.See file dsdata.txt to determine how the superseded data were derived.
 SW0745
 SW0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN918267(NAD 83)
 SW0745_MARKER: N = NAIL
 SW0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0745_STAMPING: WASH. 1201
 SW0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0745+STABILITY: SURFACE MOTION
 SW0745
 SW0745  HISTORY     - Date     Condition        Report By
 SW0745  HISTORY     - UNK      MONUMENTED       BOR
 SW0745  HISTORY     - 1935     GOOD             NGS
 SW0745  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0745
 SW0745                          STATION DESCRIPTION
 SW0745
 SW0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0745'9 MI W FROM MORRISON.
 SW0745'9 MILES WEST ALONG A ROAD FROM MORRISON, GRANT COUNTY, AT SECTION
 SW0745'CORNERS 1, 6, 12, AND 7, T. 19 N., RS. 25 AND 24 E.  A NAIL DRIVEN IN
 SW0745'THE TOP OF A 3- BY 3- BY 4-FOOT CEDAR POST, SCRIBED B-402.  NOTE-- A
 SW0745'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED WASH. 1201 AND
 SW0745'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE WAS FOUND LOOSE 50 FEET
 SW0745'SOUTH OF BENCH MARK B 402.
 SW0745
 SW0745                          STATION RECOVERY (1968)
 SW0745
 SW0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0498 ***********************************************************************
 SA0498  DESIGNATION -  B 403
 SA0498  PID         -  SA0498
 SA0498  STATE/COUNTY-  WA/WALLA WALLA
 SA0498  USGS QUAD   -  PAGE (1991)
 SA0498
 SA0498                         *CURRENT SURVEY CONTROL
 SA0498  ___________________________________________________________________
 SA0498* NAD 83(1986)-  46 21 30.     (N)    118 42 10.     (W)     SCALED    
 SA0498* NAVD 88     -       156.299  (meters)     512.79   (feet)  ADJUSTED  
 SA0498  ___________________________________________________________________
 SA0498  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SA0498  DYNAMIC HT  -         156.297 (meters)     512.78  (feet)  COMP
 SA0498  MODELED GRAV-     980,604.3   (mgal)                       NAVD 88
 SA0498
 SA0498  VERT ORDER  -  SECOND    CLASS 0
 SA0498
 SA0498.The horizontal coordinates were scaled from a topographic map and have
 SA0498.an estimated accuracy of +/- 6 seconds.
 SA0498
 SA0498.The orthometric height was determined by differential leveling
 SA0498.and adjusted by the National Geodetic Survey in June 1991..
 SA0498
 SA0498.The geoid height was determined by GEOID03.
 SA0498
 SA0498.The dynamic height is computed by dividing the NAVD 88
 SA0498.geopotential number by the normal gravity value computed on the
 SA0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0498.degrees latitude (g = 980.6199 gals.).
 SA0498
 SA0498.The modeled gravity was interpolated from observed gravity values.
 SA0498
 SA0498;                    North         East    Units  Estimated Accuracy
 SA0498;SPC WA S     -   115,500.      638,300.      MT  (+/- 180 meters Scaled)
 SA0498
 SA0498                          SUPERSEDED SURVEY CONTROL
 SA0498
 SA0498  NGVD 29 (??/??/92)  155.281  (m)          509.45   (f) ADJ UNCH    2 0
 SA0498
 SA0498.Superseded values are not recommended for survey control.
 SA0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0498.See file dsdata.txt to determine how the superseded data were derived.
 SA0498
 SA0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM690352(NAD 83)
 SA0498_MARKER: DB = BENCH MARK DISK
 SA0498_SETTING: 66 = SET IN ROCK OUTCROP
 SA0498_SP_SET: OUTCROP
 SA0498_STAMPING: B 403 1961
 SA0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0498+STABILITY: POSITION/ELEVATION WELL
 SA0498
 SA0498  HISTORY     - Date     Condition        Report By
 SA0498  HISTORY     - 1961     MONUMENTED       CGS
 SA0498
 SA0498                          STATION DESCRIPTION
 SA0498
 SA0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0498'12.3 MI SW FROM SCOTT.
 SA0498'12.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE GRAIN
 SA0498'ELEVATOR AT SCOTT, 14.75 MILES NORTHEST OF ICE HARBOR DAM, AT MILEAGE
 SA0498'237.2, 2 POLES SOUTHWEST OF QUARTER MILEPOLE 237.25, SET VERTICALLY IN
 SA0498'THE NORTHWEST FACE OF A LARGE OUTCROP, 26 FEET SOUTHEAST OF THE
 SA0498'SOUTHEAST RAIL, 2 1/2 FEET HIGHER THAN THE GROUND AND ABOUT LEVEL WITH
 SA0498'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0530 ***********************************************************************
 SY0530  DESIGNATION -  B 406
 SY0530  PID         -  SY0530
 SY0530  STATE/COUNTY-  WA/PIERCE
 SY0530  USGS QUAD   -  TACOMA NORTH (1994)
 SY0530
 SY0530                         *CURRENT SURVEY CONTROL
 SY0530  ___________________________________________________________________
 SY0530* NAD 83(1986)-  47 15 52.     (N)    122 26 37.     (W)     SCALED    
 SY0530* NAVD 88     -         4.495  (meters)      14.75   (feet)  ADJUSTED  
 SY0530  ___________________________________________________________________
 SY0530  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY0530  DYNAMIC HT  -           4.496 (meters)      14.75  (feet)  COMP
 SY0530  MODELED GRAV-     980,774.8   (mgal)                       NAVD 88
 SY0530
 SY0530  VERT ORDER  -  FIRST     CLASS I
 SY0530
 SY0530.The horizontal coordinates were scaled from a topographic map and have
 SY0530.an estimated accuracy of +/- 6 seconds.
 SY0530
 SY0530.The orthometric height was determined by differential leveling
 SY0530.and adjusted by the National Geodetic Survey in June 1991..
 SY0530
 SY0530.The geoid height was determined by GEOID03.
 SY0530
 SY0530.The dynamic height is computed by dividing the NAVD 88
 SY0530.geopotential number by the normal gravity value computed on the
 SY0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0530.degrees latitude (g = 980.6199 gals.).
 SY0530
 SY0530.The modeled gravity was interpolated from observed gravity values.
 SY0530
 SY0530;                    North         East    Units  Estimated Accuracy
 SY0530;SPC WA S     -   216,460.      352,930.      MT  (+/- 180 meters Scaled)
 SY0530
 SY0530                          SUPERSEDED SURVEY CONTROL
 SY0530
 SY0530  NGVD 29 (??/??/??)    3.432  (m)           11.26   (f) ADJUSTED    1 1
 SY0530
 SY0530.Superseded values are not recommended for survey control.
 SY0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0530.See file dsdata.txt to determine how the superseded data were derived.
 SY0530
 SY0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET420347(NAD 83)
 SY0530_MARKER: DB = BENCH MARK DISK
 SY0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0530_SP_SET: CONCRETE BASE
 SY0530_STAMPING: B 406 1965
 SY0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0530
 SY0530  HISTORY     - Date     Condition        Report By
 SY0530  HISTORY     - 1965     MONUMENTED       CGS
 SY0530  HISTORY     - 1973     GOOD             NGS
 SY0530  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0530
 SY0530                          STATION DESCRIPTION
 SY0530
 SY0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0530'IN TACOMA.
 SY0530'AT TACOMA, ALONG THE BURLINGTON-NORTHERN RAILROAD, 0.25 MILE NORTHWEST
 SY0530'OF THE 4TH STREET STEEL TRUSS BRIDGE OVER THE RAILROAD, IN THE TOP OF
 SY0530'AND 0.5 FOOT EAST OF THE WEST CORNER OF A 3- BY 3-FOOT CONCRETE BASE
 SY0530'OF OVERHEAD SIGNAL 14, 23.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 SY0530'THE MAIN TRACK, 87 1/2 FEET SOUTHEAST OF THE CENTER OF A FIRE HYDRANT,
 SY0530'AND ABOUT 1/2 FOOT HIGHER THAN THE TRACK.  1/4, SEC 32, T21N, R 3E.
 SY0530
 SY0530                          STATION RECOVERY (1988)
 SY0530
 SY0530'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0163 ***********************************************************************
 SY0163  DESIGNATION -  B 408
 SY0163  PID         -  SY0163
 SY0163  STATE/COUNTY-  WA/KING
 SY0163  USGS QUAD   -  AUBURN (1994)
 SY0163
 SY0163                         *CURRENT SURVEY CONTROL
 SY0163  ___________________________________________________________________
 SY0163* NAD 83(1986)-  47 32 31.     (N)    122 11 46.     (W)     SCALED    
 SY0163* NAVD 88     -        11.857  (meters)      38.90   (feet)  ADJUSTED  
 SY0163  ___________________________________________________________________
 SY0163  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SY0163  DYNAMIC HT  -          11.859 (meters)      38.91  (feet)  COMP
 SY0163  MODELED GRAV-     980,748.5   (mgal)                       NAVD 88
 SY0163
 SY0163  VERT ORDER  -  FIRST     CLASS II
 SY0163
 SY0163.The horizontal coordinates were scaled from a topographic map and have
 SY0163.an estimated accuracy of +/- 6 seconds.
 SY0163
 SY0163.The orthometric height was determined by differential leveling
 SY0163.and adjusted by the National Geodetic Survey in June 1991..
 SY0163
 SY0163.The geoid height was determined by GEOID03.
 SY0163
 SY0163.The dynamic height is computed by dividing the NAVD 88
 SY0163.geopotential number by the normal gravity value computed on the
 SY0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0163.degrees latitude (g = 980.6199 gals.).
 SY0163
 SY0163.The modeled gravity was interpolated from observed gravity values.
 SY0163
 SY0163;                    North         East    Units  Estimated Accuracy
 SY0163;SPC WA N     -    61,160.      397,410.      MT  (+/- 180 meters Scaled)
 SY0163
 SY0163                          SUPERSEDED SURVEY CONTROL
 SY0163
 SY0163  NGVD 29 (??/??/??)   10.764  (m)           35.31   (f) ADJUSTED    1 2
 SY0163
 SY0163.Superseded values are not recommended for survey control.
 SY0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0163.See file dsdata.txt to determine how the superseded data were derived.
 SY0163
 SY0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET604657(NAD 83)
 SY0163_MARKER: DB = BENCH MARK DISK
 SY0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0163_SP_SET: BUILDING
 SY0163_STAMPING: B 408 1965
 SY0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0163
 SY0163  HISTORY     - Date     Condition        Report By
 SY0163  HISTORY     - 1965     MONUMENTED       CGS
 SY0163  HISTORY     - 1898     GOOD             USPSQD
 SY0163  HISTORY     - 1970     GOOD             NGS
 SY0163  HISTORY     - 1987     GOOD             USPSQD
 SY0163  HISTORY     - 1988     GOOD             USPSQD
 SY0163  HISTORY     - 19961203 GOOD             USPSQD
 SY0163  HISTORY     - 20050523 GOOD             USPSQD
 SY0163
 SY0163                          STATION DESCRIPTION
 SY0163
 SY0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0163'3.05 MI S FROM FACTORIA.
 SY0163'0.1 MILE SOUTH ALONG INTERSTATE HIGHWAY 405 FROM U.S. HIGHWAY 10
 SY0163'OVERPASS AT FACTORIA, THENCE 0.8 MILE SOUTH ALONG 120TH AVENUE SE,
 SY0163'THENCE 2.15 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY, 0.3 MILE
 SY0163'NORTH OF A WOODEN TRUSTLE OVER RIPLEY LANE, IN THE TOP OF THE SOUTH
 SY0163'END OF A CONCRETE RETAINING WALL BETWEEN THE RAILWAY AND RIPLEY LANE,
 SY0163'15 FEET WEST OF THE WEST RAIL, 19 FEET EAST OF THE CENTER LINE OF
 SY0163'RIPLEY LANE, 34.0 FEET EAST OF THE SOUTHEAST CORNER OF HOUSE NO. 6631,
 SY0163'ABOUT 8 FEET LOWER THAN THE TRACK AND 4 FEET HIGHER THAN THE LANE.
 SY0163
 SY0163                          STATION RECOVERY (1898)
 SY0163
 SY0163'RECOVERY NOTE BY US POWER SQUADRON 1898
 SY0163'RECOVERED IN GOOD CONDITION.
 SY0163
 SY0163                          STATION RECOVERY (1970)
 SY0163
 SY0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SY0163'RECOVERED IN GOOD CONDITION.
 SY0163
 SY0163                          STATION RECOVERY (1987)
 SY0163
 SY0163'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SY0163'RECOVERED IN GOOD CONDITION.
 SY0163
 SY0163                          STATION RECOVERY (1988)
 SY0163
 SY0163'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 SY0163'RECOVERED IN GOOD CONDITION.
 SY0163
 SY0163                          STATION RECOVERY (1996)
 SY0163
 SY0163'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0163'RECOVERED IN GOOD CONDITION.
 SY0163
 SY0163                          STATION RECOVERY (2005)
 SY0163
 SY0163'RECOVERY NOTE BY US POWER SQUADRON 2005 (SK)
 SY0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1128 ***********************************************************************
 SY1128  DESIGNATION -  B 409
 SY1128  PID         -  SY1128
 SY1128  STATE/COUNTY-  WA/JEFFERSON
 SY1128  USGS QUAD   -  QUILCENE (1953)
 SY1128
 SY1128                         *CURRENT SURVEY CONTROL
 SY1128  ___________________________________________________________________
 SY1128* NAD 83(1986)-  47 49 25.     (N)    122 52 24.     (W)     SCALED    
 SY1128* NAVD 88     -        11.666  (meters)      38.27   (feet)  ADJUSTED  
 SY1128  ___________________________________________________________________
 SY1128  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SY1128  DYNAMIC HT  -          11.669 (meters)      38.28  (feet)  COMP
 SY1128  MODELED GRAV-     980,845.0   (mgal)                       NAVD 88
 SY1128
 SY1128  VERT ORDER  -  FIRST     CLASS I
 SY1128
 SY1128.The horizontal coordinates were scaled from a topographic map and have
 SY1128.an estimated accuracy of +/- 6 seconds.
 SY1128
 SY1128.The orthometric height was determined by differential leveling
 SY1128.and adjusted by the National Geodetic Survey in June 1991..
 SY1128
 SY1128.The geoid height was determined by GEOID03.
 SY1128
 SY1128.The dynamic height is computed by dividing the NAVD 88
 SY1128.geopotential number by the normal gravity value computed on the
 SY1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1128.degrees latitude (g = 980.6199 gals.).
 SY1128
 SY1128.The modeled gravity was interpolated from observed gravity values.
 SY1128
 SY1128;                    North         East    Units  Estimated Accuracy
 SY1128;SPC WA N     -    93,600.      347,270.      MT  (+/- 180 meters Scaled)
 SY1128
 SY1128                          SUPERSEDED SURVEY CONTROL
 SY1128
 SY1128  NGVD 29 (??/??/??)   10.565  (m)           34.66   (f) ADJUSTED    1 1
 SY1128
 SY1128.Superseded values are not recommended for survey control.
 SY1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1128.See file dsdata.txt to determine how the superseded data were derived.
 SY1128
 SY1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET094967(NAD 83)
 SY1128_MARKER: DB = BENCH MARK DISK
 SY1128_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 SY1128_SP_SET: DRILL HOLE IN WALL
 SY1128_STAMPING: B 409 1965
 SY1128_MARK LOGO: CGS   
 SY1128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY1128+STABILITY: POSITION/ELEVATION WELL
 SY1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1128+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 SY1128
 SY1128  HISTORY     - Date     Condition        Report By
 SY1128  HISTORY     - 1965     MONUMENTED       CGS
 SY1128  HISTORY     - 1974     GOOD             NGS
 SY1128  HISTORY     - 1989     GOOD             USPSQD
 SY1128  HISTORY     - 19891108 GOOD             NGS
 SY1128  HISTORY     - 20050726 GOOD             USPSQD
 SY1128
 SY1128                          STATION DESCRIPTION
 SY1128
 SY1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1128'IN QUILCENE.
 SY1128'AT QUILCENE, SET VERTICALLY IN THE SOUTH FACE OF THE OLD QUILCENE HIGH
 SY1128'SCHOOL BUILDING, 0.8 FOOT EAST OF THE SOUTHWEST CORNER, 234 FEET EAST
 SY1128'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET LOWER THAN THE
 SY1128'HIGHWAY, AND 3.0 FEET ABOVE THE GROUND.
 SY1128
 SY1128                          STATION RECOVERY (1974)
 SY1128
 SY1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1128'RECOVERED IN GOOD CONDITION.
 SY1128
 SY1128                          STATION RECOVERY (1989)
 SY1128
 SY1128'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1128'RECOVERED IN GOOD CONDITION.
 SY1128
 SY1128                          STATION RECOVERY (1989)
 SY1128
 SY1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SY1128'THE STATION IS LOCATED ABOUT 33.8 KM (21.0 MI) SOUTH OF PORT ORCHARD,
 SY1128'32.2 KM (20.0 MI) NORTH-NORTHEAST OF ELDON, 32.2 KM (20.0 MI)
 SY1128'SOUTHEAST OF SEQUIM, 20.9 KM (13.0 MI) NORTHWEST OF POULSBO AND AT
 SY1128'QUILECENE.
 SY1128'THE STATION IS AT THE SCHOOL COMPLEX AT QUILICENE.
 SY1128'THE MARK IS SET IN A DRILL HOLE IN THE WALL OF THE ORIGINALL SCHOOL
 SY1128'BUILDING OF THE COMPLEX.  IT IS 71.3 M (233.9 FT) EAST OF THE CENTER
 SY1128'OF US HIGHWAY 101, 0.3 M (1.0 FT) EAST OF THE SOUTHWEST CORNER OF THE
 SY1128'BUILDING AND 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE.
 SY1128
 SY1128                          STATION RECOVERY (2005)
 SY1128
 SY1128'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMS)
 SY1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0050 ***********************************************************************
 SB0050  DESIGNATION -  B 41 PP+L
 SB0050  PID         -  SB0050
 SB0050  STATE/COUNTY-  WA/YAKIMA
 SB0050  USGS QUAD   -  YAKIMA EAST (1985)
 SB0050
 SB0050                         *CURRENT SURVEY CONTROL
 SB0050  ___________________________________________________________________
 SB0050* NAD 83(1986)-  46 33 33.     (N)    120 29 23.     (W)     SCALED    
 SB0050* NAVD 88     -       303.915  (meters)     997.09   (feet)  ADJUSTED  
 SB0050  ___________________________________________________________________
 SB0050  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SB0050  DYNAMIC HT  -         303.915 (meters)     997.09  (feet)  COMP
 SB0050  MODELED GRAV-     980,605.6   (mgal)                       NAVD 88
 SB0050
 SB0050  VERT ORDER  -  FIRST     CLASS II
 SB0050
 SB0050.The horizontal coordinates were scaled from a topographic map and have
 SB0050.an estimated accuracy of +/- 6 seconds.
 SB0050
 SB0050.The orthometric height was determined by differential leveling
 SB0050.and adjusted by the National Geodetic Survey in June 1991..
 SB0050
 SB0050.The geoid height was determined by GEOID03.
 SB0050
 SB0050.The dynamic height is computed by dividing the NAVD 88
 SB0050.geopotential number by the normal gravity value computed on the
 SB0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0050.degrees latitude (g = 980.6199 gals.).
 SB0050
 SB0050.The modeled gravity was interpolated from observed gravity values.
 SB0050
 SB0050;                    North         East    Units  Estimated Accuracy
 SB0050;SPC WA S     -   136,250.      500,790.      MT  (+/- 180 meters Scaled)
 SB0050
 SB0050                          SUPERSEDED SURVEY CONTROL
 SB0050
 SB0050  NGVD 29 (??/??/92)  302.853  (m)          993.61   (f) ADJ UNCH    1 2
 SB0050
 SB0050.Superseded values are not recommended for survey control.
 SB0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0050.See file dsdata.txt to determine how the superseded data were derived.
 SB0050
 SB0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS924592(NAD 83)
 SB0050_MARKER: DD = SURVEY DISK
 SB0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0050_SP_SET: CONCRETE STEPS
 SB0050_STAMPING: B 41 1933
 SB0050_MARK LOGO: PP+L  
 SB0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0050
 SB0050  HISTORY     - Date     Condition        Report By
 SB0050  HISTORY     - 1933     MONUMENTED       PP+L
 SB0050  HISTORY     - 1962     GOOD             NGS
 SB0050  HISTORY     - 1982     GOOD             NGS
 SB0050  HISTORY     - 1990     GOOD             USPSQD
 SB0050
 SB0050                          STATION DESCRIPTION
 SB0050
 SB0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0050'2.8 MI S FROM YAKIMA.
 SB0050'2.8 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0050'YAKIMA, YAKIMA COUNTY, 660 FEET NORTHWEST OF THE UNION GAP, 375 FEET
 SB0050'WEST OF THE CENTERLINE OF THE TRACK, AT THE PACIFIC POWER AND LIGHT
 SB0050'CO. SUBSTATION, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 SB0050'STEPS, AND 2-1/2 FEET ABOVE THE GROUND.  A PACIFIC POWER AND LIGHT CO.
 SB0050'STANDARD DISK, STAMPED B 41 1933.
 SB0050
 SB0050                          STATION RECOVERY (1982)
 SB0050
 SB0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0050'RECOVERED IN GOOD CONDITION.
 SB0050
 SB0050                          STATION RECOVERY (1990)
 SB0050
 SB0050'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1125 ***********************************************************************
 SY1125  DESIGNATION -  B 410
 SY1125  PID         -  SY1125
 SY1125  STATE/COUNTY-  WA/KITSAP
 SY1125  USGS QUAD   -  POULSBO (1981)
 SY1125
 SY1125                         *CURRENT SURVEY CONTROL
 SY1125  ___________________________________________________________________
 SY1125* NAD 83(1986)-  47 41 49.     (N)    122 41 35.     (W)     SCALED    
 SY1125* NAVD 88     -        83.752  (meters)     274.78   (feet)  POSTED    
 SY1125  ___________________________________________________________________
 SY1125  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 SY1125  DYNAMIC HT  -          83.770 (meters)     274.84  (feet)  COMP
 SY1125  MODELED GRAV-     980,772.6   (mgal)                       NAVD 88
 SY1125
 SY1125  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1125
 SY1125.The horizontal coordinates were scaled from a topographic map and have
 SY1125.an estimated accuracy of +/- 6 seconds.
 SY1125
 SY1125.The orthometric height was determined by differential leveling
 SY1125.and adjusted by the National Geodetic Survey in 1992..
 SY1125.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1125.rate of 0.0 thru 1.0 mm/km.
 SY1125
 SY1125.The geoid height was determined by GEOID03.
 SY1125
 SY1125.The dynamic height is computed by dividing the NAVD 88
 SY1125.geopotential number by the normal gravity value computed on the
 SY1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1125.degrees latitude (g = 980.6199 gals.).
 SY1125
 SY1125.The modeled gravity was interpolated from observed gravity values.
 SY1125
 SY1125;                    North         East    Units  Estimated Accuracy
 SY1125;SPC WA N     -    79,170.      360,430.      MT  (+/- 180 meters Scaled)
 SY1125
 SY1125                          SUPERSEDED SURVEY CONTROL
 SY1125
 SY1125  NGVD 29 (??/??/??)   82.671  (m)          271.23   (f) ADJUSTED    1 2
 SY1125
 SY1125.Superseded values are not recommended for survey control.
 SY1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1125.See file dsdata.txt to determine how the superseded data were derived.
 SY1125
 SY1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET230826(NAD 83)
 SY1125_MARKER: DB = BENCH MARK DISK
 SY1125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1125_SP_SET: BASE
 SY1125_STAMPING: B 410 1965
 SY1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1125
 SY1125  HISTORY     - Date     Condition        Report By
 SY1125  HISTORY     - 1965     MONUMENTED       CGS
 SY1125  HISTORY     - 19970522 GOOD             USPSQD
 SY1125
 SY1125                          STATION DESCRIPTION
 SY1125
 SY1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1125'3.4 MI N FROM SILVERDALE.
 SY1125'0.35 MILE NORTHEAST ALONG STATE HIGHWAY 3 FROM SILVERDALE GRADE SCHOOL
 SY1125'AT SILVERDALE, THENCE 3.05 MILES NORTH ALONG CLEAR CREEK ROAD, AT
 SY1125'BANGOR AMMUNITION DEPT, 0.05 MILE WEST OF THE MAIN GATE, AT THE EAST
 SY1125'END OF MARIANAS CIRCLE, IN THE TOP OF THE NORTHEAST CORNER OF THE
 SY1125'CONCRETE BASE OF A FLAGPOLE, 3.0 FEET NORTHEAST OF THE POLE, AND ABOUT
 SY1125'1 1/2 FEET HIGHER THAN THE ENTRANCE ROAD.
 SY1125
 SY1125                          STATION RECOVERY (1997)
 SY1125
 SY1125'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0421 ***********************************************************************
 SY0421  DESIGNATION -  B 411
 SY0421  PID         -  SY0421
 SY0421  STATE/COUNTY-  WA/KING
 SY0421  USGS QUAD   -  
 SY0421
 SY0421                         *CURRENT SURVEY CONTROL
 SY0421  ___________________________________________________________________
 SY0421* NAD 83(1986)-  47 43 07.     (N)    122 18 47.     (W)     SCALED    
 SY0421* NAVD 88     -       105.428  (meters)     345.89   (feet)  ADJUSTED  
 SY0421  ___________________________________________________________________
 SY0421  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY0421  DYNAMIC HT  -         105.440 (meters)     345.93  (feet)  COMP
 SY0421  MODELED GRAV-     980,732.8   (mgal)                       NAVD 88
 SY0421
 SY0421  VERT ORDER  -  FIRST     CLASS II
 SY0421
 SY0421.The horizontal coordinates were scaled from a topographic map and have
 SY0421.an estimated accuracy of +/- 6 seconds.
 SY0421
 SY0421.The orthometric height was determined by differential leveling
 SY0421.and adjusted by the National Geodetic Survey in June 1991..
 SY0421
 SY0421.The geoid height was determined by GEOID03.
 SY0421
 SY0421.The dynamic height is computed by dividing the NAVD 88
 SY0421.geopotential number by the normal gravity value computed on the
 SY0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0421.degrees latitude (g = 980.6199 gals.).
 SY0421
 SY0421.The modeled gravity was interpolated from observed gravity values.
 SY0421
 SY0421;                    North         East    Units  Estimated Accuracy
 SY0421;SPC WA N     -    80,960.      388,990.      MT  (+/- 180 meters Scaled)
 SY0421
 SY0421                          SUPERSEDED SURVEY CONTROL
 SY0421
 SY0421  NGVD 29 (??/??/??)  104.334  (m)          342.30   (f) ADJUSTED    1 2
 SY0421
 SY0421.Superseded values are not recommended for survey control.
 SY0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0421.See file dsdata.txt to determine how the superseded data were derived.
 SY0421
 SY0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET515852(NAD 83)
 SY0421_MARKER: DB = BENCH MARK DISK
 SY0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0421_SP_SET: FOUNDATION
 SY0421_STAMPING: B 411 1965
 SY0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0421
 SY0421  HISTORY     - Date     Condition        Report By
 SY0421  HISTORY     - 1965     MONUMENTED       CGS
 SY0421  HISTORY     - 1984     GOOD             USPSQD
 SY0421
 SY0421                          STATION DESCRIPTION
 SY0421
 SY0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0421'IN SEATTLE.
 SY0421'AT SEATTLE, 0.5 MILE WEST ALONG NE 125TH STREET FROM LAKE CITY SCHOOL,
 SY0421'BETWEEN 15TH AND 16TH AVENUES NE, SET VERTICALLY IN THE WEST FACE OF
 SY0421'THE CONCRETE FOUNDATION OF THE LOADING PLATFORM FOR SAFE WAY STORE,
 SY0421'0.3 FOOT SOUTH OF THE NORTHWEST CORNER OF THE PLATFORM, 260 FEET EAST
 SY0421'OF THE CENTER LINE OF 15TH AVENUE NE, 204 FEET SOUTH OF THE CENTER
 SY0421'LINE OF THE STREET, AND 2.0 FEET ABOVE THE GROUND.
 SY0421
 SY0421                          STATION RECOVERY (1984)
 SY0421
 SY0421'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1268 ***********************************************************************
 SY1268  DESIGNATION -  B 412
 SY1268  PID         -  SY1268
 SY1268  STATE/COUNTY-  WA/MASON
 SY1268  USGS QUAD   -  UNION (1985)
 SY1268
 SY1268                         *CURRENT SURVEY CONTROL
 SY1268  ___________________________________________________________________
 SY1268* NAD 83(1998)-  47 19 26.81832(N)    123 07 33.86993(W)     ADJUSTED  
 SY1268* NAVD 88     -         6.378  (meters)      20.93   (feet)  ADJUSTED  
 SY1268  ___________________________________________________________________
 SY1268  X           -  -2,366,957.831 (meters)                     COMP
 SY1268  Y           -  -3,627,296.528 (meters)                     COMP
 SY1268  Z           -   4,666,253.592 (meters)                     COMP
 SY1268  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 SY1268  ELLIP HEIGHT-         -15.20  (meters)          (03/21/00) GPS OBS
 SY1268  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 SY1268  DYNAMIC HT  -           6.379 (meters)      20.93  (feet)  COMP
 SY1268  MODELED GRAV-     980,811.3   (mgal)                       NAVD 88
 SY1268
 SY1268  HORZ ORDER  -  A
 SY1268  VERT ORDER  -  FIRST     CLASS I
 SY1268  ELLP ORDER  -  THIRD     CLASS II
 SY1268
 SY1268.The horizontal coordinates were established by GPS observations
 SY1268.and adjusted by the National Geodetic Survey in March 2000..
 SY1268.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY1268.DATUM ITEM on the data sheet items page.
 SY1268
 SY1268.The orthometric height was determined by differential leveling
 SY1268.and adjusted by the National Geodetic Survey in June 1991..
 SY1268
 SY1268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY1268
 SY1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1268
 SY1268.The ellipsoidal height was determined by GPS observations
 SY1268.and is referenced to NAD 83.
 SY1268
 SY1268.The geoid height was determined by GEOID03.
 SY1268
 SY1268.The dynamic height is computed by dividing the NAVD 88
 SY1268.geopotential number by the normal gravity value computed on the
 SY1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1268.degrees latitude (g = 980.6199 gals.).
 SY1268
 SY1268.The modeled gravity was interpolated from observed gravity values.
 SY1268
 SY1268;                    North         East     Units Scale Factor Converg.
 SY1268;SPC WA S     -   224,589.614   301,519.372   MT  0.99999790   -1 54 27.3
 SY1268;SPC WA S     -   736,841.09    989,234.81   sFT  0.99999790   -1 54 27.3
 SY1268;UTM  10      - 5,241,190.698   490,473.195   MT  0.99960112   -0 05 33.7
 SY1268
 SY1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1268!SPC WA S     -   1.00000238  x   0.99999790  =   1.00000028
 SY1268!UTM  10      -   1.00000238  x   0.99960112  =   0.99960350
 SY1268
 SY1268                          SUPERSEDED SURVEY CONTROL
 SY1268
 SY1268  NAD 83(1991)-  47 19 26.81657(N)    123 07 33.87148(W) AD(       ) B
 SY1268  ELLIP H (11/01/99)  -15.02   (m)                       GP(       ) 4 1
 SY1268  NAVD 88 (11/01/99)    6.38   (m)           20.9    (f) LEVELING    3  
 SY1268  NGVD 29 (??/??/??)    5.320  (m)           17.45   (f) ADJUSTED    1 1
 SY1268
 SY1268.Superseded values are not recommended for survey control.
 SY1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1268.See file dsdata.txt to determine how the superseded data were derived.
 SY1268
 SY1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9047341191(NAD 83)
 SY1268_MARKER: DB = BENCH MARK DISK
 SY1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1268_STAMPING: B 412 1965
 SY1268_MARK LOGO: CGS   
 SY1268_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1268+STABILITY: SURFACE MOTION
 SY1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1268+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 SY1268
 SY1268  HISTORY     - Date     Condition        Report By
 SY1268  HISTORY     - 1965     MONUMENTED       CGS
 SY1268  HISTORY     - 1973     GOOD             NGS
 SY1268  HISTORY     - 1983     GOOD             USPSQD
 SY1268  HISTORY     - 1987     GOOD             USPSQD
 SY1268  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1268  HISTORY     - 19960322 MARK NOT FOUND   USPSQD
 SY1268  HISTORY     - 19981010 GOOD             NGS
 SY1268
 SY1268                          STATION DESCRIPTION
 SY1268
 SY1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1268'2.85 MI S FROM UNION.
 SY1268'2.85 MILES SOUTH ALONG STATE HIGHWAY 106 FROM THE POST OFFICE AT
 SY1268'UNION, 0.55 MILE NORTHEAST OF THE JUNCTION OF PURDY CUT-OFF ROAD, 1
 SY1268'1/2 POWER POLES SOUTHWEST OF THE JUNCTION OF A GRAVELED ROAD SOUTH,
 SY1268'136 FEET NORTH OF THE CENTER OF THE JUNCTION OF A TRACK ROAD EAST, ON
 SY1268'THE NORTHWEST SIDE OF A PULL-OUT, 51 FEET NORTHWEST OF THE CENTER LINE
 SY1268'OF THE HIGHWAY, 90 FEET WEST-NORTHWEST AND ACROSS THE HIGHWAY FROM
 SY1268'POWER POLE U 50 WITH A GUY WIRE, 1.9 FEET SOUTHEAST OF A T JUNCTION
 SY1268'FENCE POST, 1.2 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 SY1268'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 SY1268'ABOVE THE GROUND.  SEC 12, T 21N, R 4W.
 SY1268
 SY1268                          STATION RECOVERY (1983)
 SY1268
 SY1268'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1268'RECOVERED IN GOOD CONDITION.
 SY1268
 SY1268                          STATION RECOVERY (1987)
 SY1268
 SY1268'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1268'RECOVERED IN GOOD CONDITION.
 SY1268
 SY1268                          STATION RECOVERY (1988)
 SY1268
 SY1268'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1268'MARK NOT FOUND.
 SY1268
 SY1268                          STATION RECOVERY (1996)
 SY1268
 SY1268'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1268'MARK NOT FOUND.
 SY1268
 SY1268                          STATION RECOVERY (1998)
 SY1268
 SY1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 SY1268'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0880 ***********************************************************************
 SC0880  DESIGNATION -  B 421
 SC0880  PID         -  SC0880
 SC0880  STATE/COUNTY-  WA/PACIFIC
 SC0880  USGS QUAD   -  RAYMOND (1994)
 SC0880
 SC0880                         *CURRENT SURVEY CONTROL
 SC0880  ___________________________________________________________________
 SC0880* NAD 83(1986)-  46 42 44.     (N)    123 44 34.     (W)     SCALED    
 SC0880* NAVD 88     -        76.368  (meters)     250.55   (feet)  ADJUSTED  
 SC0880  ___________________________________________________________________
 SC0880  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SC0880  DYNAMIC HT  -          76.380 (meters)     250.59  (feet)  COMP
 SC0880  MODELED GRAV-     980,777.9   (mgal)                       NAVD 88
 SC0880
 SC0880  VERT ORDER  -  FIRST     CLASS II
 SC0880
 SC0880.The horizontal coordinates were scaled from a topographic map and have
 SC0880.an estimated accuracy of +/- 6 seconds.
 SC0880
 SC0880.The orthometric height was determined by differential leveling
 SC0880.and adjusted by the National Geodetic Survey in June 1991..
 SC0880
 SC0880.The geoid height was determined by GEOID03.
 SC0880
 SC0880.The dynamic height is computed by dividing the NAVD 88
 SC0880.geopotential number by the normal gravity value computed on the
 SC0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0880.degrees latitude (g = 980.6199 gals.).
 SC0880
 SC0880.The modeled gravity was interpolated from observed gravity values.
 SC0880
 SC0880;                    North         East    Units  Estimated Accuracy
 SC0880;SPC WA S     -   158,360.      252,140.      MT  (+/- 180 meters Scaled)
 SC0880
 SC0880                          SUPERSEDED SURVEY CONTROL
 SC0880
 SC0880  NGVD 29 (??/??/92)   75.367  (m)          247.27   (f) ADJ UNCH    1 2
 SC0880
 SC0880.Superseded values are not recommended for survey control.
 SC0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0880.See file dsdata.txt to determine how the superseded data were derived.
 SC0880
 SC0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS432734(NAD 83)
 SC0880_MARKER: DB = BENCH MARK DISK
 SC0880_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SC0880_SP_SET: BRIDGE WINGWALL
 SC0880_STAMPING: B 421 1968
 SC0880_MARK LOGO: CGS   
 SC0880_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SC0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0880
 SC0880  HISTORY     - Date     Condition        Report By
 SC0880  HISTORY     - 1968     MONUMENTED       CGS
 SC0880  HISTORY     - 19951130 GOOD             WADT
 SC0880
 SC0880                          STATION DESCRIPTION
 SC0880
 SC0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0880'2.15 MI N FROM RAYMOND.
 SC0880'2.15 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SC0880'RAYMOND, IN R8W T14N, SECTION 12, AT THE JUNCTION OF A DRIVEWAY
 SC0880'NORTHEAST TO RAYMOND SUBSTATION, 30 FEET NORTHEAST OF THE CENTER LINE
 SC0880'OF THE HIGHWAY, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY,
 SC0880'IN THE TOP AND 1.9 FEET SOUTH OF THE NORTH END OF THE SOUTH CONCRETE
 SC0880'WINGWALL OF A WOODEN BRIDGE OVER AND CREEK, AND ABOUT LEVEL WITH THE
 SC0880'HIGHWAY.
 SC0880
 SC0880                          STATION RECOVERY (1995)
 SC0880
 SC0880'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SC0880'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0839 ***********************************************************************
 SC0839  DESIGNATION -  B 422
 SC0839  PID         -  SC0839
 SC0839  STATE/COUNTY-  WA/PACIFIC
 SC0839  USGS QUAD   -  SOUTH BEND (1994)
 SC0839
 SC0839                         *CURRENT SURVEY CONTROL
 SC0839  ___________________________________________________________________
 SC0839* NAD 83(1986)-  46 40 49.     (N)    123 46 13.     (W)     SCALED    
 SC0839* NAVD 88     -        14.329  (meters)      47.01   (feet)  ADJUSTED  
 SC0839  ___________________________________________________________________
 SC0839  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SC0839  DYNAMIC HT  -          14.332 (meters)      47.02  (feet)  COMP
 SC0839  MODELED GRAV-     980,783.9   (mgal)                       NAVD 88
 SC0839
 SC0839  VERT ORDER  -  FIRST     CLASS II
 SC0839
 SC0839.The horizontal coordinates were scaled from a topographic map and have
 SC0839.an estimated accuracy of +/- 6 seconds.
 SC0839
 SC0839.The orthometric height was determined by differential leveling
 SC0839.and adjusted by the National Geodetic Survey in June 1991..
 SC0839
 SC0839.The geoid height was determined by GEOID03.
 SC0839
 SC0839.The dynamic height is computed by dividing the NAVD 88
 SC0839.geopotential number by the normal gravity value computed on the
 SC0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0839.degrees latitude (g = 980.6199 gals.).
 SC0839
 SC0839.The modeled gravity was interpolated from observed gravity values.
 SC0839
 SC0839;                    North         East    Units  Estimated Accuracy
 SC0839;SPC WA S     -   154,900.      249,890.      MT  (+/- 180 meters Scaled)
 SC0839
 SC0839                          SUPERSEDED SURVEY CONTROL
 SC0839
 SC0839  NGVD 29 (??/??/92)   13.330  (m)           43.73   (f) ADJ UNCH    1 2
 SC0839
 SC0839.Superseded values are not recommended for survey control.
 SC0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0839.See file dsdata.txt to determine how the superseded data were derived.
 SC0839
 SC0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS410699(NAD 83)
 SC0839_MARKER: DB = BENCH MARK DISK
 SC0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0839_STAMPING: B 422 1968
 SC0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0839+STABILITY: SURFACE MOTION
 SC0839
 SC0839  HISTORY     - Date     Condition        Report By
 SC0839  HISTORY     - 1968     MONUMENTED       CGS
 SC0839
 SC0839                          STATION DESCRIPTION
 SC0839
 SC0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0839'2.8 MI W FROM RAYMOND.
 SC0839'0.65 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SC0839'RAYMOND, THENCE 2.15 MILES WEST ALONG STATE HIGHWAY 105, IN R9W T14N,
 SC0839'SECTION 23, AT THE JUNCTION OF HAMMOND ROAD, 32 1/2 FEET SOUTH OF THE
 SC0839'CENTER LINE OF THE HIGHWAY, 46 FEET SOUTHWEST OF THE CENTER OF THE
 SC0839'JUNCTION, 14 1/2 FEET WEST OF THE CENTER LINE OF A DRIVEWAY SOUTH TO
 SC0839'FOUR WINDS RANCH, 1 1/2 FEET WEST OF POWER POLE X23-31 WITH A
 SC0839'TRANSFORMER, 1.4 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 SC0839'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 SC0839'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0284 ***********************************************************************
 SD0284  DESIGNATION -  B 423
 SD0284  PID         -  SD0284
 SD0284  STATE/COUNTY-  WA/PACIFIC
 SD0284  USGS QUAD   -  NORTH COVE (1995)
 SD0284
 SD0284                         *CURRENT SURVEY CONTROL
 SD0284  ___________________________________________________________________
 SD0284* NAD 83(1986)-  46 43 32.     (N)    124 00 49.     (W)     SCALED    
 SD0284* NAVD 88     -         6.105  (meters)      20.03   (feet)  ADJUSTED  
 SD0284  ___________________________________________________________________
 SD0284  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 SD0284  DYNAMIC HT  -           6.106 (meters)      20.03  (feet)  COMP
 SD0284  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 SD0284
 SD0284  VERT ORDER  -  FIRST     CLASS II
 SD0284
 SD0284.The horizontal coordinates were scaled from a topographic map and have
 SD0284.an estimated accuracy of +/- 6 seconds.
 SD0284
 SD0284.The orthometric height was determined by differential leveling
 SD0284.and adjusted by the National Geodetic Survey in June 1991..
 SD0284
 SD0284.The geoid height was determined by GEOID03.
 SD0284
 SD0284.The dynamic height is computed by dividing the NAVD 88
 SD0284.geopotential number by the normal gravity value computed on the
 SD0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0284.degrees latitude (g = 980.6199 gals.).
 SD0284
 SD0284.The modeled gravity was interpolated from observed gravity values.
 SD0284
 SD0284;                    North         East    Units  Estimated Accuracy
 SD0284;SPC WA S     -   160,730.      231,510.      MT  (+/- 180 meters Scaled)
 SD0284
 SD0284                          SUPERSEDED SURVEY CONTROL
 SD0284
 SD0284  NGVD 29 (??/??/92)    5.107  (m)           16.76   (f) ADJ UNCH    1 2
 SD0284
 SD0284.Superseded values are not recommended for survey control.
 SD0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0284.See file dsdata.txt to determine how the superseded data were derived.
 SD0284
 SD0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS225751(NAD 83)
 SD0284_MARKER: DB = BENCH MARK DISK
 SD0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0284_STAMPING: B 423 1968
 SD0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0284+STABILITY: SURFACE MOTION
 SD0284
 SD0284  HISTORY     - Date     Condition        Report By
 SD0284  HISTORY     - 1968     MONUMENTED       CGS
 SD0284
 SD0284                          STATION DESCRIPTION
 SD0284
 SD0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SD0284'18.4 MI W FROM RAYMOND.
 SD0284'0.65 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SD0284'RAYMOND, THENCE 17.75 MILES WEST ALONG STATE HIGHWAY 105, 8.7 MILES
 SD0284'SOUTH OF GRAYLAND, 74 1/2 FEET NORTH OF THE CENTER LINE OF THE
 SD0284'HIGHWAY, 18 FEET EAST OF THE CENTER LINE OF A SHORT ROAD NORTH, 6 1/2
 SD0284'FEET EAST OF THE EAST END OF A GATE, 0.9 FOOT SOUTH OF A FENCE, 1.7
 SD0284'FEET WEST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, AND
 SD0284'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 SD0284'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0053 ***********************************************************************
 SC0053  DESIGNATION -  B 424
 SC0053  PID         -  SC0053
 SC0053  STATE/COUNTY-  WA/LEWIS
 SC0053  USGS QUAD   -  MOSSYROCK (1993)
 SC0053
 SC0053                         *CURRENT SURVEY CONTROL
 SC0053  ___________________________________________________________________
 SC0053* NAD 83(1986)-  46 32 10.     (N)    122 25 29.     (W)     SCALED    
 SC0053* NAVD 88     -       240.718  (meters)     789.76   (feet)  ADJUSTED  
 SC0053  ___________________________________________________________________
 SC0053  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 SC0053  DYNAMIC HT  -         240.733 (meters)     789.80  (feet)  COMP
 SC0053  MODELED GRAV-     980,670.9   (mgal)                       NAVD 88
 SC0053
 SC0053  VERT ORDER  -  SECOND    CLASS 0
 SC0053
 SC0053.The horizontal coordinates were scaled from a topographic map and have
 SC0053.an estimated accuracy of +/- 6 seconds.
 SC0053
 SC0053.The orthometric height was determined by differential leveling
 SC0053.and adjusted by the National Geodetic Survey in June 1991..
 SC0053
 SC0053.The geoid height was determined by GEOID03.
 SC0053
 SC0053.The dynamic height is computed by dividing the NAVD 88
 SC0053.geopotential number by the normal gravity value computed on the
 SC0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0053.degrees latitude (g = 980.6199 gals.).
 SC0053
 SC0053.The modeled gravity was interpolated from observed gravity values.
 SC0053
 SC0053;                    North         East    Units  Estimated Accuracy
 SC0053;SPC WA S     -   135,490.      352,380.      MT  (+/- 180 meters Scaled)
 SC0053
 SC0053                          SUPERSEDED SURVEY CONTROL
 SC0053
 SC0053  NGVD 29 (??/??/92)  239.653  (m)          786.26   (f) ADJ UNCH    2 0
 SC0053
 SC0053.Superseded values are not recommended for survey control.
 SC0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0053.See file dsdata.txt to determine how the superseded data were derived.
 SC0053
 SC0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES441537(NAD 83)
 SC0053_MARKER: DB = BENCH MARK DISK
 SC0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0053_SP_SET: SIDEWALK
 SC0053_STAMPING: B 424 1968
 SC0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0053
 SC0053  HISTORY     - Date     Condition        Report By
 SC0053  HISTORY     - 1968     MONUMENTED       CGS
 SC0053  HISTORY     - 1984     GOOD             NGS
 SC0053
 SC0053                          STATION DESCRIPTION
 SC0053
 SC0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0053'3.35 MI E FROM MOSSYROCK.
 SC0053'0.2 MILE NORTH ALONG WILLIAMS STREET FROM MOSSYROCK ELEMENTARY SCHOOL
 SC0053'AT MOSSYROCK, THENCE 3.15 MILES EAST ALONG U.S. HIGHWAY 12, IN R3E
 SC0053'T12N, SECTION 9, AT THE NORTH END OF MOSSYROCK DAM, IN THE TOP AND 0.7
 SC0053'FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE SIDEWALK OF A
 SC0053'CONCRETE ROADWAY ACROSS THE DAM.  87 FEET SOUTH OF THE CENTER LINE OF
 SC0053'THE HIGHWAY, 12 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1
 SC0053'FOOT HIGHER THAN THE HIGHWAY.
 SC0053
 SC0053                          STATION RECOVERY (1984)
 SC0053
 SC0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0108 ***********************************************************************
 SC0108  DESIGNATION -  B 425
 SC0108  PID         -  SC0108
 SC0108  STATE/COUNTY-  WA/LEWIS
 SC0108  USGS QUAD   -  VANSON PEAK (1984)
 SC0108
 SC0108                         *CURRENT SURVEY CONTROL
 SC0108  ___________________________________________________________________
 SC0108* NAD 83(1986)-  46 28 53.     (N)    122 10 13.     (W)     SCALED    
 SC0108* NAVD 88     -       260.522  (meters)     854.73   (feet)  ADJUSTED  
 SC0108  ___________________________________________________________________
 SC0108  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 SC0108  DYNAMIC HT  -         260.527 (meters)     854.75  (feet)  COMP
 SC0108  MODELED GRAV-     980,626.2   (mgal)                       NAVD 88
 SC0108
 SC0108  VERT ORDER  -  SECOND    CLASS 0
 SC0108
 SC0108.The horizontal coordinates were scaled from a topographic map and have
 SC0108.an estimated accuracy of +/- 6 seconds.
 SC0108
 SC0108.The orthometric height was determined by differential leveling
 SC0108.and adjusted by the National Geodetic Survey in June 1991..
 SC0108
 SC0108.The geoid height was determined by GEOID03.
 SC0108
 SC0108.The dynamic height is computed by dividing the NAVD 88
 SC0108.geopotential number by the normal gravity value computed on the
 SC0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0108.degrees latitude (g = 980.6199 gals.).
 SC0108
 SC0108.The modeled gravity was interpolated from observed gravity values.
 SC0108
 SC0108;                    North         East    Units  Estimated Accuracy
 SC0108;SPC WA S     -   128,960.      371,760.      MT  (+/- 180 meters Scaled)
 SC0108
 SC0108                          SUPERSEDED SURVEY CONTROL
 SC0108
 SC0108  NGVD 29 (??/??/92)  259.451  (m)          851.22   (f) ADJ UNCH    2 0
 SC0108
 SC0108.Superseded values are not recommended for survey control.
 SC0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0108.See file dsdata.txt to determine how the superseded data were derived.
 SC0108
 SC0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES636478(NAD 83)
 SC0108_MARKER: DB = BENCH MARK DISK
 SC0108_SETTING: 66 = SET IN ROCK OUTCROP
 SC0108_SP_SET: OUTCROP
 SC0108_STAMPING: B 425 1968
 SC0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC0108+STABILITY: POSITION/ELEVATION WELL
 SC0108
 SC0108  HISTORY     - Date     Condition        Report By
 SC0108  HISTORY     - 1968     MONUMENTED       CGS
 SC0108
 SC0108                          STATION DESCRIPTION
 SC0108
 SC0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0108'9.1 MI SE FROM MORTON.
 SC0108'0.45 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF MAIN STREET
 SC0108'AT MORTON, THENCE 5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 12, THENCE
 SC0108'0.15 MILE SOUTH ALONG AN ASPHALT ROAD, THENCE 3.3 MILES SOUTH ALONG A
 SC0108'U.S. PLYWOOD LOGGING ROAD, IN R5E T12N, SECTION 34, 0.25 MILE
 SC0108'NORTHWEST OF THE JUNCTION OF A GRAVELED ROAD EAST AND A ROAD
 SC0108'NORTHWEST, SET VERTICALLY IN THE SOUTHWEST FACE OF AN OUTCROP IN A
 SC0108'CUT, 20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH
 SC0108'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD AND 1/2 FOOT
 SC0108'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0782 ***********************************************************************
 RC0782  DESIGNATION -  B 426
 RC0782  PID         -  RC0782
 RC0782  STATE/COUNTY-  WA/KLICKITAT
 RC0782  USGS QUAD   -  WISHRAM (1994)
 RC0782
 RC0782                         *CURRENT SURVEY CONTROL
 RC0782  ___________________________________________________________________
 RC0782* NAD 83(1986)-  45 39 25.     (N)    120 55 39.     (W)     SCALED    
 RC0782* NAVD 88     -        55.997  (meters)     183.72   (feet)  ADJUSTED  
 RC0782  ___________________________________________________________________
 RC0782  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RC0782  DYNAMIC HT  -          55.995 (meters)     183.71  (feet)  COMP
 RC0782  MODELED GRAV-     980,593.5   (mgal)                       NAVD 88
 RC0782
 RC0782  VERT ORDER  -  FIRST     CLASS I
 RC0782
 RC0782.The horizontal coordinates were scaled from a topographic map and have
 RC0782.an estimated accuracy of +/- 6 seconds.
 RC0782
 RC0782.The orthometric height was determined by differential leveling
 RC0782.and adjusted by the National Geodetic Survey in June 1991..
 RC0782
 RC0782.The geoid height was determined by GEOID03.
 RC0782
 RC0782.The dynamic height is computed by dividing the NAVD 88
 RC0782.geopotential number by the normal gravity value computed on the
 RC0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0782.degrees latitude (g = 980.6199 gals.).
 RC0782
 RC0782.The modeled gravity was interpolated from observed gravity values.
 RC0782
 RC0782;                    North         East    Units  Estimated Accuracy
 RC0782;SPC WA S     -    36,060.      466,680.      MT  (+/- 180 meters Scaled)
 RC0782
 RC0782                          SUPERSEDED SURVEY CONTROL
 RC0782
 RC0782  NGVD 29 (??/??/92)   55.003  (m)          180.46   (f) ADJ UNCH    1 1
 RC0782
 RC0782.Superseded values are not recommended for survey control.
 RC0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0782.See file dsdata.txt to determine how the superseded data were derived.
 RC0782
 RC0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR614580(NAD 83)
 RC0782_MARKER: DB = BENCH MARK DISK
 RC0782_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0782_SP_SET: TUNNEL
 RC0782_STAMPING: B 426 1968
 RC0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0782
 RC0782  HISTORY     - Date     Condition        Report By
 RC0782  HISTORY     - 1968     MONUMENTED       CGS
 RC0782
 RC0782                          STATION DESCRIPTION
 RC0782
 RC0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0782'1.9 MI E FROM WISHRAM.
 RC0782'1.9 MILES EAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RC0782'THE STATION AT WISHRAM, IN R15E T2N, SECTION 16, 12 RAILS EAST OF
 RC0782'MILEPOST 108, AT THE WEST PORTAL OF TUNNEL 12, SET VERTICALLY IN THE
 RC0782'WEST FACE OF THE SOUTH PORTAL WALL OF THE TUNNEL, 1.0 FOOT SOUTH OF
 RC0782'THE NORTH CORNER OF THE WALL, 6.0 FEET SOUTH OF THE SOUTH RAIL, ABOUT
 RC0782'4 FEET HIGHER THAN THE TRACK AND 4 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0703 ***********************************************************************
 RC0703  DESIGNATION -  B 427
 RC0703  PID         -  RC0703
 RC0703  STATE/COUNTY-  WA/KLICKITAT
 RC0703  USGS QUAD   -  LUNA GULCH (1983)
 RC0703
 RC0703                         *CURRENT SURVEY CONTROL
 RC0703  ___________________________________________________________________
 RC0703* NAD 83(1986)-  45 45 15.     (N)    120 37 28.     (W)     SCALED    
 RC0703* NAVD 88     -       155.626  (meters)     510.58   (feet)  ADJUSTED  
 RC0703  ___________________________________________________________________
 RC0703  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RC0703  DYNAMIC HT  -         155.618 (meters)     510.56  (feet)  COMP
 RC0703  MODELED GRAV-     980,560.3   (mgal)                       NAVD 88
 RC0703
 RC0703  VERT ORDER  -  SECOND    CLASS 0
 RC0703
 RC0703.The horizontal coordinates were scaled from a topographic map and have
 RC0703.an estimated accuracy of +/- 6 seconds.
 RC0703
 RC0703.The orthometric height was determined by differential leveling
 RC0703.and adjusted by the National Geodetic Survey in June 1991..
 RC0703
 RC0703.The geoid height was determined by GEOID03.
 RC0703
 RC0703.The dynamic height is computed by dividing the NAVD 88
 RC0703.geopotential number by the normal gravity value computed on the
 RC0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0703.degrees latitude (g = 980.6199 gals.).
 RC0703
 RC0703.The modeled gravity was interpolated from observed gravity values.
 RC0703
 RC0703;                    North         East    Units  Estimated Accuracy
 RC0703;SPC WA S     -    46,780.      490,320.      MT  (+/- 180 meters Scaled)
 RC0703
 RC0703                          SUPERSEDED SURVEY CONTROL
 RC0703
 RC0703  NGVD 29 (??/??/92)  154.628  (m)          507.31   (f) ADJ UNCH    2 0
 RC0703
 RC0703.Superseded values are not recommended for survey control.
 RC0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0703.See file dsdata.txt to determine how the superseded data were derived.
 RC0703
 RC0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR847694(NAD 83)
 RC0703_MARKER: DB = BENCH MARK DISK
 RC0703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0703_SP_SET: FOUNDATION
 RC0703_STAMPING: B 427 1968
 RC0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0703
 RC0703  HISTORY     - Date     Condition        Report By
 RC0703  HISTORY     - 1968     MONUMENTED       CGS
 RC0703
 RC0703                          STATION DESCRIPTION
 RC0703
 RC0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0703'10.9 MI E FROM MARYHILL.
 RC0703'1.4 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPOKANE, PORTLAND AND
 RC0703'SEATTLE RAILWAY STATION AT MARYHILL, THENCE 9.5 MILES EAST ALONG STATE
 RC0703'HIGHWAY 14, IN R17E T3N, SECTION 12, 0.5 MILE EAST OF MILEPOST 111, AT
 RC0703'THE JUNCTION OF A ROAD SOUTH TO TOWAL, IN THE TOP OF THE EAST END OF
 RC0703'THE NORTH CONCRETE FOUNDATION WALL OF A CATTLE-GUARD, 70 1/2 FEET
 RC0703'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF THE CENTER
 RC0703'LINE OF THE ROAD, 0.5 FOOT WEST OF THE NORTHEAST CORNER OF THE
 RC0703'CATTLEGUARD, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0756 ***********************************************************************
 RC0756  DESIGNATION -  B 428
 RC0756  PID         -  RC0756
 RC0756  STATE/COUNTY-  WA/KLICKITAT
 RC0756  USGS QUAD   -  RUFUS (1971)
 RC0756
 RC0756                         *CURRENT SURVEY CONTROL
 RC0756  ___________________________________________________________________
 RC0756* NAD 83(1986)-  45 43 35.     (N)    120 42 39.     (W)     SCALED    
 RC0756* NAVD 88     -       137.250  (meters)     450.29   (feet)  ADJUSTED  
 RC0756  ___________________________________________________________________
 RC0756  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 RC0756  DYNAMIC HT  -         137.246 (meters)     450.28  (feet)  COMP
 RC0756  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 RC0756
 RC0756  VERT ORDER  -  FIRST     CLASS I
 RC0756
 RC0756.The horizontal coordinates were scaled from a topographic map and have
 RC0756.an estimated accuracy of +/- 6 seconds.
 RC0756
 RC0756.The orthometric height was determined by differential leveling
 RC0756.and adjusted by the National Geodetic Survey in June 1991..
 RC0756
 RC0756.The geoid height was determined by GEOID03.
 RC0756
 RC0756.The dynamic height is computed by dividing the NAVD 88
 RC0756.geopotential number by the normal gravity value computed on the
 RC0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0756.degrees latitude (g = 980.6199 gals.).
 RC0756
 RC0756.The modeled gravity was interpolated from observed gravity values.
 RC0756
 RC0756;                    North         East    Units  Estimated Accuracy
 RC0756;SPC WA S     -    43,710.      483,590.      MT  (+/- 180 meters Scaled)
 RC0756
 RC0756                          SUPERSEDED SURVEY CONTROL
 RC0756
 RC0756  NGVD 29 (??/??/92)  136.259  (m)          447.04   (f) ADJ UNCH    1 1
 RC0756
 RC0756.Superseded values are not recommended for survey control.
 RC0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0756.See file dsdata.txt to determine how the superseded data were derived.
 RC0756
 RC0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR781661(NAD 83)
 RC0756_MARKER: DB = BENCH MARK DISK
 RC0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0756_SP_SET: FOUNDATION
 RC0756_STAMPING: B 428 1968
 RC0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0756
 RC0756  HISTORY     - Date     Condition        Report By
 RC0756  HISTORY     - 1968     MONUMENTED       CGS
 RC0756  HISTORY     - 20040412 MARK NOT FOUND   USPSQD
 RC0756
 RC0756                          STATION DESCRIPTION
 RC0756
 RC0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0756'8.5 MI E FROM MARYHILL.
 RC0756'1.4 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPOKANE, PORTLAND AND
 RC0756'SEATTLE RAILWAY STATION AT MARYHILL, THENCE 6.0 MILES EAST ALONG STATE
 RC0756'HIGHWAY 14, THENCE 1.1 MILES SOUTHWEST ALONG THE JOHN DAY DAM ROAD, IN
 RC0756'THE TOP OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION OF A
 RC0756'CATTLEGUARD, AT THE SOUTHWEST ENTRANCE TO MARKET AND TRAILER COURT, 34
 RC0756'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 21 FEET SOUTHWEST OF
 RC0756'THE CENTER LINE OF THE ENTRANCE ROAD, 1.0 FOOT NORTHEAST OF THE SOUTH
 RC0756'CORNER OF THE CATTLEGUARD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 RC0756
 RC0756                          STATION RECOVERY (2004)
 RC0756
 RC0756'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RC0756'THE AREA HAS BEEN FILLED IN, COVERING THE CATTLEGUARD, ROAD AND
 RC0756'STATION. NEW RAILWAY SPUR NOW THROUGH AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1107 ***********************************************************************
 RB1107  DESIGNATION -  B 429
 RB1107  PID         -  RB1107
 RB1107  STATE/COUNTY-  WA/BENTON
 RB1107  USGS QUAD   -  WEST OF PATERSON (1993)
 RB1107
 RB1107                         *CURRENT SURVEY CONTROL
 RB1107  ___________________________________________________________________
 RB1107* NAD 83(1986)-  45 53 19.     (N)    119 42 22.     (W)     SCALED    
 RB1107* NAVD 88     -       101.822  (meters)     334.06   (feet)  ADJUSTED  
 RB1107  ___________________________________________________________________
 RB1107  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RB1107  DYNAMIC HT  -         101.823 (meters)     334.06  (feet)  COMP
 RB1107  MODELED GRAV-     980,624.6   (mgal)                       NAVD 88
 RB1107
 RB1107  VERT ORDER  -  SECOND    CLASS 0
 RB1107
 RB1107.The horizontal coordinates were scaled from a topographic map and have
 RB1107.an estimated accuracy of +/- 6 seconds.
 RB1107
 RB1107.The orthometric height was determined by differential leveling
 RB1107.and adjusted by the National Geodetic Survey in June 1991..
 RB1107
 RB1107.The geoid height was determined by GEOID03.
 RB1107
 RB1107.The dynamic height is computed by dividing the NAVD 88
 RB1107.geopotential number by the normal gravity value computed on the
 RB1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1107.degrees latitude (g = 980.6199 gals.).
 RB1107
 RB1107.The modeled gravity was interpolated from observed gravity values.
 RB1107
 RB1107;                    North         East    Units  Estimated Accuracy
 RB1107;SPC WA S     -    62,030.      561,620.      MT  (+/- 180 meters Scaled)
 RB1107
 RB1107                          SUPERSEDED SURVEY CONTROL
 RB1107
 RB1107  NGVD 29 (??/??/92)  100.801  (m)          330.71   (f) ADJ UNCH    2 0
 RB1107
 RB1107.Superseded values are not recommended for survey control.
 RB1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1107.See file dsdata.txt to determine how the superseded data were derived.
 RB1107
 RB1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL900852(NAD 83)
 RB1107_MARKER: DB = BENCH MARK DISK
 RB1107_SETTING: 66 = SET IN ROCK OUTCROP
 RB1107_SP_SET: OUTCROP
 RB1107_STAMPING: B 429 1968
 RB1107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1107+STABILITY: POSITION/ELEVATION WELL
 RB1107
 RB1107  HISTORY     - Date     Condition        Report By
 RB1107  HISTORY     - 1968     MONUMENTED       CGS
 RB1107  HISTORY     - 1989     GOOD             USPSQD
 RB1107
 RB1107                          STATION DESCRIPTION
 RB1107
 RB1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB1107'6.35 MI SW FROM PATERSON.
 RB1107'6.35 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF STATE
 RB1107'HIGHWAY 221 AT PATERSON, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT
 RB1107'1/2 FOOT ABOVE THE GROUND, 154 FEET NORTHWEST OF THE CENTER LINE OF
 RB1107'THE HIGHWAY, 204 FEET WEST AND ACROSS THE HIGHWAY FROM MILEPOST 161,
 RB1107'51 FEET WEST OF POWER POLE, 2.8 FEET SOUTHWEST OF A WITNESS POST, AND
 RB1107'ABOUT 11 FEET HIGHER THAN THE HIGHWAY.
 RB1107
 RB1107                          STATION RECOVERY (1989)
 RB1107
 RB1107'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RB1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0779 ***********************************************************************
 RC0779  DESIGNATION -  B 43
 RC0779  PID         -  RC0779
 RC0779  STATE/COUNTY-  WA/KLICKITAT
 RC0779  USGS QUAD   -  WISHRAM (1994)
 RC0779
 RC0779                         *CURRENT SURVEY CONTROL
 RC0779  ___________________________________________________________________
 RC0779* NAD 83(1986)-  45 40 07.     (N)    120 52 34.     (W)     SCALED    
 RC0779* NAVD 88     -        56.569  (meters)     185.59   (feet)  POSTED    
 RC0779  ___________________________________________________________________
 RC0779  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RC0779  DYNAMIC HT  -          56.570 (meters)     185.60  (feet)  COMP
 RC0779  MODELED GRAV-     980,579.4   (mgal)                       NAVD 88
 RC0779
 RC0779  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RC0779
 RC0779.The horizontal coordinates were scaled from a topographic map and have
 RC0779.an estimated accuracy of +/- 6 seconds.
 RC0779
 RC0779.The orthometric height was determined by differential leveling
 RC0779.and adjusted by the National Geodetic Survey in 1992..
 RC0779.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RC0779.rate of 1.1 thru 2.0 mm/km.
 RC0779
 RC0779.The geoid height was determined by GEOID03.
 RC0779
 RC0779.The dynamic height is computed by dividing the NAVD 88
 RC0779.geopotential number by the normal gravity value computed on the
 RC0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0779.degrees latitude (g = 980.6199 gals.).
 RC0779
 RC0779.The modeled gravity was interpolated from observed gravity values.
 RC0779
 RC0779;                    North         East    Units  Estimated Accuracy
 RC0779;SPC WA S     -    37,340.      470,690.      MT  (+/- 180 meters Scaled)
 RC0779
 RC0779                          SUPERSEDED SURVEY CONTROL
 RC0779
 RC0779  NGVD 29 (??/??/92)   55.578  (m)          182.34   (f) ADJ UNCH    1 2
 RC0779
 RC0779.Superseded values are not recommended for survey control.
 RC0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0779.See file dsdata.txt to determine how the superseded data were derived.
 RC0779
 RC0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR654594(NAD 83)
 RC0779_MARKER: DB = BENCH MARK DISK
 RC0779_SETTING: 80 = SET IN A BOULDER
 RC0779_SP_SET: BOULDER
 RC0779_STAMPING: 182.267 B 43 1933
 RC0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0779+STABILITY: SURFACE MOTION
 RC0779
 RC0779  HISTORY     - Date     Condition        Report By
 RC0779  HISTORY     - 1933     MONUMENTED       CGS
 RC0779  HISTORY     - 1935     GOOD             NGS
 RC0779  HISTORY     - 1968     MARK NOT FOUND   NGS
 RC0779
 RC0779                          STATION DESCRIPTION
 RC0779
 RC0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC0779'3.4 MI W FROM MARYHILL.
 RC0779'3.4 MILES WEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RC0779'THE STATION AT MARYHILL, KLICKITAT COUNTY, 11-1/2 RAILS WEST OF
 RC0779'MILEPOST 111, ON THE OUTSIDE OF A CURVE, OPPOSITE A FILL, 91 FEET
 RC0779'NORTH OF THE CENTERLINE OF THE TRACK, 29 FEET NORTH OF THE CENTERLINE
 RC0779'OF AN OLD RIGHT-OF-WAY, IN THE TOP OF A GRANITE BOULDER (10 FEET LONG
 RC0779'6 FEET WIDE PROJECTING 8 FEET ABOVE THE GROUND ON ITS LOWER SIDE), AND
 RC0779'2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 182.267 B 43
 RC0779'1933.
 RC0779
 RC0779                          STATION RECOVERY (1968)
 RC0779
 RC0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0150 ***********************************************************************
 SA0150  DESIGNATION -  B 430
 SA0150  PID         -  SA0150
 SA0150  STATE/COUNTY-  WA/WALLA WALLA
 SA0150  USGS QUAD   -  WAITSBURG (1967)
 SA0150
 SA0150                         *CURRENT SURVEY CONTROL
 SA0150  ___________________________________________________________________
 SA0150* NAD 83(1986)-  46 16 15.     (N)    118 08 15.     (W)     SCALED    
 SA0150* NAVD 88     -       390.951  (meters)    1282.65   (feet)  ADJUSTED  
 SA0150  ___________________________________________________________________
 SA0150  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 SA0150  DYNAMIC HT  -         390.932 (meters)    1282.58  (feet)  COMP
 SA0150  MODELED GRAV-     980,556.3   (mgal)                       NAVD 88
 SA0150
 SA0150  VERT ORDER  -  FIRST     CLASS I
 SA0150
 SA0150.The horizontal coordinates were scaled from a topographic map and have
 SA0150.an estimated accuracy of +/- 6 seconds.
 SA0150
 SA0150.The orthometric height was determined by differential leveling
 SA0150.and adjusted by the National Geodetic Survey in June 1991..
 SA0150
 SA0150.The geoid height was determined by GEOID03.
 SA0150
 SA0150.The dynamic height is computed by dividing the NAVD 88
 SA0150.geopotential number by the normal gravity value computed on the
 SA0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0150.degrees latitude (g = 980.6199 gals.).
 SA0150
 SA0150.The modeled gravity was interpolated from observed gravity values.
 SA0150
 SA0150;                    North         East    Units  Estimated Accuracy
 SA0150;SPC WA S     -   106,930.      682,070.      MT  (+/- 180 meters Scaled)
 SA0150
 SA0150                          SUPERSEDED SURVEY CONTROL
 SA0150
 SA0150  NGVD 29 (??/??/92)  389.964  (m)         1279.41   (f) ADJ UNCH    1 1
 SA0150
 SA0150.Superseded values are not recommended for survey control.
 SA0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0150.See file dsdata.txt to determine how the superseded data were derived.
 SA0150
 SA0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM123247(NAD 83)
 SA0150_MARKER: DB = BENCH MARK DISK
 SA0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0150_SP_SET: CULVERT
 SA0150_STAMPING: B 430 1968
 SA0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0150
 SA0150  HISTORY     - Date     Condition        Report By
 SA0150  HISTORY     - 1968     MONUMENTED       CGS
 SA0150
 SA0150                          STATION DESCRIPTION
 SA0150
 SA0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0150'0.8 MI E FROM WAITSBURG.
 SA0150'0.8 MILE EAST ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF STATE HIGHWAY
 SA0150'124 AT WAITSBURG, IN R37E T9N, SECTION 12, AT THE JUNCTION OF A
 SA0150'DRIVEWAY NORTH, IN THE TOP AND 0.6 FOOT SOUTH OF THE NORTH END OF THE
 SA0150'EAST CONCRETE HEADWALL OF A CULVERT UNDER THE DRIVEWAY, 28 FEET NORTH
 SA0150'OF THE CENTER LINE OF THE HIGHWAY, 114 FEET WEST OF THE EAST CITY
 SA0150'LIMITS SIGN, 11 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 9 FEET
 SA0150'WEST OF TELEPHONE POLE B 815 WITH TWO GUY WIRES, AND ABOUT 1/2 FOOT
 SA0150'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0261 ***********************************************************************
 SA0261  DESIGNATION -  B 431
 SA0261  PID         -  SA0261
 SA0261  STATE/COUNTY-  WA/WALLA WALLA
 SA0261  USGS QUAD   -  ZANGAR JUNCTION (1991)
 SA0261
 SA0261                         *CURRENT SURVEY CONTROL
 SA0261  ___________________________________________________________________
 SA0261* NAD 83(1986)-  46 04 17.     (N)    118 47 58.     (W)     SCALED    
 SA0261* NAVD 88     -       120.674  (meters)     395.91   (feet)  ADJUSTED  
 SA0261  ___________________________________________________________________
 SA0261  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SA0261  DYNAMIC HT  -         120.675 (meters)     395.91  (feet)  COMP
 SA0261  MODELED GRAV-     980,616.2   (mgal)                       NAVD 88
 SA0261
 SA0261  VERT ORDER  -  FIRST     CLASS I
 SA0261
 SA0261.The horizontal coordinates were scaled from a topographic map and have
 SA0261.an estimated accuracy of +/- 6 seconds.
 SA0261
 SA0261.The orthometric height was determined by differential leveling
 SA0261.and adjusted by the National Geodetic Survey in June 1991..
 SA0261
 SA0261.The geoid height was determined by GEOID03.
 SA0261
 SA0261.The dynamic height is computed by dividing the NAVD 88
 SA0261.geopotential number by the normal gravity value computed on the
 SA0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0261.degrees latitude (g = 980.6199 gals.).
 SA0261
 SA0261.The modeled gravity was interpolated from observed gravity values.
 SA0261
 SA0261;                    North         East    Units  Estimated Accuracy
 SA0261;SPC WA S     -    83,450.      631,550.      MT  (+/- 180 meters Scaled)
 SA0261
 SA0261                          SUPERSEDED SURVEY CONTROL
 SA0261
 SA0261  NGVD 29 (??/??/92)  119.67   (m)          392.6    (f) COMPUTED    1 1
 SA0261
 SA0261.Superseded values are not recommended for survey control.
 SA0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0261.See file dsdata.txt to determine how the superseded data were derived.
 SA0261
 SA0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM608035(NAD 83)
 SA0261_MARKER: DB = BENCH MARK DISK
 SA0261_SETTING: 66 = SET IN ROCK OUTCROP
 SA0261_SP_SET: OUTCROP
 SA0261_STAMPING: B 431 1968
 SA0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0261+STABILITY: POSITION/ELEVATION WELL
 SA0261
 SA0261  HISTORY     - Date     Condition        Report By
 SA0261  HISTORY     - 1968     MONUMENTED       CGS
 SA0261  HISTORY     - 1976     GOOD             NGS
 SA0261  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SA0261
 SA0261                          STATION DESCRIPTION
 SA0261
 SA0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0261'5.75 MI E FROM WALLULA JUNCTION.
 SA0261'5.75 MILES EAST ALONG U.S. HIGHWAY 12 FROM THE STATE TRUCK SCALES AT
 SA0261'WALLULA JUNCTION, IN R32E T7N, SECTION 22, 0.3 MILE EAST OF MILEPOST
 SA0261'313, ON THE INSIDE OF A CURVE, IN THE TOP OF A LEDGE OF AN OUTCROP IN
 SA0261'A CUT WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 31 FEET SOUTHEAST
 SA0261'OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET NORTHEAST OF A WITNESS
 SA0261'POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY.
 SA0261
 SA0261                          STATION RECOVERY (1976)
 SA0261
 SA0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SA0261'RECOVERED IN GOOD CONDITION.
 SA0261
 SA0261                          STATION RECOVERY (1990)
 SA0261
 SA0261'RECOVERY NOTE BY US POWER SQUADRON 1990 (AJ)
 SA0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0192 ***********************************************************************
 SA0192  DESIGNATION -  B 432
 SA0192  PID         -  SA0192
 SA0192  STATE/COUNTY-  WA/WALLA WALLA
 SA0192  USGS QUAD   -  WALLA WALLA (1978)
 SA0192
 SA0192                         *CURRENT SURVEY CONTROL
 SA0192  ___________________________________________________________________
 SA0192* NAD 83(1986)-  46 03 59.     (N)    118 21 23.     (W)     SCALED    
 SA0192* NAVD 88     -       275.748  (meters)     904.68   (feet)  ADJUSTED  
 SA0192  ___________________________________________________________________
 SA0192  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SA0192  DYNAMIC HT  -         275.739 (meters)     904.65  (feet)  COMP
 SA0192  MODELED GRAV-     980,578.0   (mgal)                       NAVD 88
 SA0192
 SA0192  VERT ORDER  -  FIRST     CLASS I
 SA0192
 SA0192.The horizontal coordinates were scaled from a topographic map and have
 SA0192.an estimated accuracy of +/- 6 seconds.
 SA0192
 SA0192.The orthometric height was determined by differential leveling
 SA0192.and adjusted by the National Geodetic Survey in June 1991..
 SA0192
 SA0192.The geoid height was determined by GEOID03.
 SA0192
 SA0192.The dynamic height is computed by dividing the NAVD 88
 SA0192.geopotential number by the normal gravity value computed on the
 SA0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0192.degrees latitude (g = 980.6199 gals.).
 SA0192
 SA0192.The modeled gravity was interpolated from observed gravity values.
 SA0192
 SA0192;                    North         East    Units  Estimated Accuracy
 SA0192;SPC WA S     -    83,730.      665,830.      MT  (+/- 180 meters Scaled)
 SA0192
 SA0192                          SUPERSEDED SURVEY CONTROL
 SA0192
 SA0192  NGVD 29 (??/??/92)  274.75   (m)          901.4    (f) COMPUTED    1 1
 SA0192
 SA0192.Superseded values are not recommended for survey control.
 SA0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0192.See file dsdata.txt to determine how the superseded data were derived.
 SA0192
 SA0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM950023(NAD 83)
 SA0192_MARKER: DB = BENCH MARK DISK
 SA0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0192_SP_SET: ABUTMENT
 SA0192_STAMPING: B 432 1968
 SA0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0192
 SA0192  HISTORY     - Date     Condition        Report By
 SA0192  HISTORY     - 1968     MONUMENTED       CGS
 SA0192  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 SA0192
 SA0192                          STATION DESCRIPTION
 SA0192
 SA0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0192'0.45 MI N FROM WALLA WALLA.
 SA0192'0.45 MILE NORTH ALONG NORTH 13TH AVENUE FROM THE UNION PACIFIC
 SA0192'RAILROAD STATION AT WALLA WALLA, 0.1 MILE SOUTH OF THE JUNCTION OF
 SA0192'U.S. HIGHWAY 12 (WEST PINE STREET), IN THE TOP OF THE EAST END OF THE
 SA0192'NORTH CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER MILL CREEK, 10 FEET
 SA0192'EAST OF THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH THE
 SA0192'AVENUE.
 SA0192
 SA0192                          STATION RECOVERY (2004)
 SA0192
 SA0192'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 SA0192'SHOULD BE CONSIDERED LOST.  THE OLD BRIDGE HAS BEEN DEMOLISHED AND A
 SA0192'NEW WIDER BRIDGE HAS BEEN CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0725 ***********************************************************************
 RC0725  DESIGNATION -  B 433
 RC0725  PID         -  RC0725
 RC0725  STATE/COUNTY-  WA/KLICKITAT
 RC0725  USGS QUAD   -  SATUS PASS (1983)
 RC0725
 RC0725                         *CURRENT SURVEY CONTROL
 RC0725  ___________________________________________________________________
 RC0725* NAD 83(1986)-  45 53 11.     (N)    120 44 23.     (W)     SCALED    
 RC0725* NAVD 88     -       648.942  (meters)    2129.07   (feet)  ADJUSTED  
 RC0725  ___________________________________________________________________
 RC0725  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 RC0725  DYNAMIC HT  -         648.886 (meters)    2128.89  (feet)  COMP
 RC0725  MODELED GRAV-     980,507.1   (mgal)                       NAVD 88
 RC0725
 RC0725  VERT ORDER  -  FIRST     CLASS I
 RC0725
 RC0725.The horizontal coordinates were scaled from a topographic map and have
 RC0725.an estimated accuracy of +/- 6 seconds.
 RC0725
 RC0725.The orthometric height was determined by differential leveling
 RC0725.and adjusted by the National Geodetic Survey in June 1991..
 RC0725.WARNING-Repeat measurements at this control monument indicate possible
 RC0725.vertical movement.
 RC0725
 RC0725.The geoid height was determined by GEOID03.
 RC0725
 RC0725.The dynamic height is computed by dividing the NAVD 88
 RC0725.geopotential number by the normal gravity value computed on the
 RC0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0725.degrees latitude (g = 980.6199 gals.).
 RC0725
 RC0725.The modeled gravity was interpolated from observed gravity values.
 RC0725
 RC0725;                    North         East    Units  Estimated Accuracy
 RC0725;SPC WA S     -    61,500.      481,390.      MT  (+/- 180 meters Scaled)
 RC0725
 RC0725                          SUPERSEDED SURVEY CONTROL
 RC0725
 RC0725  NGVD 29 (??/??/92)  647.938  (m)         2125.78   (f) ADJ UNCH    1 1
 RC0725
 RC0725.Superseded values are not recommended for survey control.
 RC0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0725.See file dsdata.txt to determine how the superseded data were derived.
 RC0725
 RC0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR753839(NAD 83)
 RC0725_MARKER: DB = BENCH MARK DISK
 RC0725_SETTING: 66 = SET IN ROCK OUTCROP
 RC0725_SP_SET: ROCK OUTCROP
 RC0725_STAMPING: B 433 1968
 RC0725_MARK LOGO: CGS   
 RC0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0725+STABILITY: POSITION/ELEVATION WELL
 RC0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC0725+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 RC0725
 RC0725  HISTORY     - Date     Condition        Report By
 RC0725  HISTORY     - 1968     MONUMENTED       CGS
 RC0725  HISTORY     - 1982     GOOD             NGS
 RC0725  HISTORY     - 20020401 GOOD             USPSQD
 RC0725  HISTORY     - 20060220 GOOD             USPSQD
 RC0725
 RC0725                          STATION DESCRIPTION
 RC0725
 RC0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0725'6.65 MI NE FROM GOLDENDALE.
 RC0725'6.65 MILES NORTHEAST ALONG U.S. HIGHWAY 97 FROM THE COURTHOUSE AT
 RC0725'GOLDENDALE, IN THE TOP OF AN OUTCROP, 109 FEET NORTHWEST OF THE CENTER
 RC0725'LINE OF THE HIGHWAY, 255 FEET NORTHEAST OF THE CENTER OF THE JUNCTION
 RC0725'OF A FARM ROAD NORTHWEST, 89 FEET NORTHWEST OF THE SOUTHWEST END OF A
 RC0725'GUARDRAIL, ABOUT LEVEL WITH THE GROUND AND 7 FEET LOWER THAN THE
 RC0725'HIGHWAY.
 RC0725
 RC0725                          STATION RECOVERY (1982)
 RC0725
 RC0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RC0725'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 RC0725'1.75 KM (1.1 MI) NORTHEAST ALONG BUSINESS ROUTE 97 FROM THE COURTHOUSE
 RC0725'AT GOLDENDALE, THENCE 8.75 KM (5.45 MI) NORTH ALONG US HIGHWAY 97, IN
 RC0725'TOP AND 0.8 METER (2.5 FT) SOUTHEAST OF THE NORTHWEST EDGE OF A 4 BY 5
 RC0725'FOOT VOLCANIC BOULDER IN THE WEST EDGE OF A 30 BY 50 FOOT CLUSTER OF
 RC0725'BOULDERS ON THE NORTH CORNER OF THE T JUNCTION OF AN ABANDON HIGHWAY
 RC0725'EXIT ROAD, 0.55 KM (0.35 MI) SOUTHWEST OF MILEPOST 19, 0.11 KM (0.05
 RC0725'MI) NORTHEAST OF THE T JUNCTION OF A PAVED ROAD LEADING EAST, 33.2
 RC0725'METERS (109 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 27.1 METERS (89
 RC0725'FT) NORTHWEST OF THE SOUTHWEST END OF A SHORT CABLE GUARD, 7.8 METERS
 RC0725'(25.5 FT) NORTHEAST OF THE CENTERLINE OF THE ABANDON ROAD.
 RC0725'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RC0725'THE MARK IS 1.7 M BELOW THE HIGHWAY.
 RC0725
 RC0725                          STATION RECOVERY (2002)
 RC0725
 RC0725'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RC0725'RECOVERED IN GOOD CONDITION.
 RC0725
 RC0725                          STATION RECOVERY (2006)
 RC0725
 RC0725'RECOVERY NOTE BY US POWER SQUADRON 2006 (GDH)
 RC0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1098 ***********************************************************************
 RZ1098  DESIGNATION -  B 434
 RZ1098  PID         -  RZ1098
 RZ1098  STATE/COUNTY-  WA/COLUMBIA
 RZ1098  USGS QUAD   -  TUCANNON (1967)
 RZ1098
 RZ1098                         *CURRENT SURVEY CONTROL
 RZ1098  ___________________________________________________________________
 RZ1098* NAD 83(1986)-  46 22 52.     (N)    117 56 12.     (W)     SCALED    
 RZ1098* NAVD 88     -       597.735  (meters)    1961.07   (feet)  ADJUSTED  
 RZ1098  ___________________________________________________________________
 RZ1098  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 RZ1098  DYNAMIC HT  -         597.693 (meters)    1960.93  (feet)  COMP
 RZ1098  MODELED GRAV-     980,527.1   (mgal)                       NAVD 88
 RZ1098
 RZ1098  VERT ORDER  -  FIRST     CLASS I
 RZ1098
 RZ1098.The horizontal coordinates were scaled from a topographic map and have
 RZ1098.an estimated accuracy of +/- 6 seconds.
 RZ1098
 RZ1098.The orthometric height was determined by differential leveling
 RZ1098.and adjusted by the National Geodetic Survey in June 1991..
 RZ1098
 RZ1098.The geoid height was determined by GEOID03.
 RZ1098
 RZ1098.The dynamic height is computed by dividing the NAVD 88
 RZ1098.geopotential number by the normal gravity value computed on the
 RZ1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1098.degrees latitude (g = 980.6199 gals.).
 RZ1098
 RZ1098.The modeled gravity was interpolated from observed gravity values.
 RZ1098
 RZ1098;                    North         East    Units  Estimated Accuracy
 RZ1098;SPC WA S     -   119,660.      697,150.      MT  (+/- 180 meters Scaled)
 RZ1098
 RZ1098                          SUPERSEDED SURVEY CONTROL
 RZ1098
 RZ1098  NGVD 29 (??/??/92)  596.729  (m)         1957.77   (f) ADJ UNCH    1 1
 RZ1098
 RZ1098.Superseded values are not recommended for survey control.
 RZ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1098.See file dsdata.txt to determine how the superseded data were derived.
 RZ1098
 RZ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM279368(NAD 83)
 RZ1098_MARKER: DB = BENCH MARK DISK
 RZ1098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ1098_SP_SET: BRIDGE
 RZ1098_STAMPING: B 434 1968
 RZ1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1098
 RZ1098  HISTORY     - Date     Condition        Report By
 RZ1098  HISTORY     - 1968     MONUMENTED       CGS
 RZ1098  HISTORY     - 20050521 GOOD             GEOCAC
 RZ1098
 RZ1098                          STATION DESCRIPTION
 RZ1098
 RZ1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1098'5.2 MI N FROM DAYTON.
 RZ1098'5.2 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT DAYTON,
 RZ1098'IN R39E T10N, SECTION 4, 0.1 MILE SOUTH OF THE JUNCTION OF STATE
 RZ1098'HIGHWAY 126, IN THE TOP AND 1.2 FEET SOUTH OF THE NORTH END OF THE
 RZ1098'EAST CONCRETE GUARDRAIL OF CONCRETE BRIDGE 3/501.5, 13 1/2 FEET EAST
 RZ1098'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE
 RZ1098'HIGHWAY.
 RZ1098
 RZ1098                          STATION RECOVERY (2005)
 RZ1098
 RZ1098'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 RZ1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1329 ***********************************************************************
 RZ1329  DESIGNATION -  B 435
 RZ1329  PID         -  RZ1329
 RZ1329  STATE/COUNTY-  WA/WHITMAN
 RZ1329  USGS QUAD   -  LA CROSSE WEST (1981)
 RZ1329
 RZ1329                         *CURRENT SURVEY CONTROL
 RZ1329  ___________________________________________________________________
 RZ1329* NAD 83(1986)-  46 46 37.     (N)    117 57 24.     (W)     SCALED    
 RZ1329* NAVD 88     -       417.186  (meters)    1368.72   (feet)  ADJUSTED  
 RZ1329  ___________________________________________________________________
 RZ1329  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 RZ1329  DYNAMIC HT  -         417.192 (meters)    1368.74  (feet)  COMP
 RZ1329  MODELED GRAV-     980,617.4   (mgal)                       NAVD 88
 RZ1329
 RZ1329  VERT ORDER  -  SECOND    CLASS 0
 RZ1329
 RZ1329.The horizontal coordinates were scaled from a topographic map and have
 RZ1329.an estimated accuracy of +/- 6 seconds.
 RZ1329
 RZ1329.The orthometric height was determined by differential leveling
 RZ1329.and adjusted by the National Geodetic Survey in June 1991..
 RZ1329
 RZ1329.The geoid height was determined by GEOID03.
 RZ1329
 RZ1329.The dynamic height is computed by dividing the NAVD 88
 RZ1329.geopotential number by the normal gravity value computed on the
 RZ1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1329.degrees latitude (g = 980.6199 gals.).
 RZ1329
 RZ1329.The modeled gravity was interpolated from observed gravity values.
 RZ1329
 RZ1329;                    North         East    Units  Estimated Accuracy
 RZ1329;SPC WA S     -   163,590.      694,190.      MT  (+/- 180 meters Scaled)
 RZ1329
 RZ1329                          SUPERSEDED SURVEY CONTROL
 RZ1329
 RZ1329  NGVD 29 (??/??/92)  416.173  (m)         1365.39   (f) ADJ UNCH    2 0
 RZ1329
 RZ1329.Superseded values are not recommended for survey control.
 RZ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1329.See file dsdata.txt to determine how the superseded data were derived.
 RZ1329
 RZ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM269808(NAD 83)
 RZ1329_MARKER: DB = BENCH MARK DISK
 RZ1329_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1329_SP_SET: OUTCROP
 RZ1329_STAMPING: B 435 1968
 RZ1329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1329+STABILITY: POSITION/ELEVATION WELL
 RZ1329
 RZ1329  HISTORY     - Date     Condition        Report By
 RZ1329  HISTORY     - 1968     MONUMENTED       CGS
 RZ1329
 RZ1329                          STATION DESCRIPTION
 RZ1329
 RZ1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1329'4.45 MI SW FROM LA CROSSE.
 RZ1329'3.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD AND AN ASPHALT
 RZ1329'ROAD FROM THE STATION AT LA CROSSE, THENCE 1.1 MILES SOUTHWEST ALONG
 RZ1329'STATE HIGHWAY 26, 0.2 MILE NORTHEAST OF MILEPOST 102, 0.05 MILE
 RZ1329'SOUTHWEST OF THE JUNCTION OF A DRIVEWAY NORTHWEST AND SOUTH EAST, IN
 RZ1329'THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 17
 RZ1329'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15.6 FEET SOUTHEAST
 RZ1329'OF A FENCE, 0.8 FOOT NORTHWEST OF A WITNESS POST, AND ABOUT 1 1/2 FEET
 RZ1329'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1116 ***********************************************************************
 RZ1116  DESIGNATION -  B 436
 RZ1116  PID         -  RZ1116
 RZ1116  STATE/COUNTY-  WA/COLUMBIA
 RZ1116  USGS QUAD   -  TUCANNON (1967)
 RZ1116
 RZ1116                         *CURRENT SURVEY CONTROL
 RZ1116  ___________________________________________________________________
 RZ1116* NAD 83(1986)-  46 29 28.     (N)    117 57 43.     (W)     SCALED    
 RZ1116* NAVD 88     -       295.310  (meters)     968.86   (feet)  ADJUSTED  
 RZ1116  ___________________________________________________________________
 RZ1116  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 RZ1116  DYNAMIC HT  -         295.307 (meters)     968.85  (feet)  COMP
 RZ1116  MODELED GRAV-     980,597.2   (mgal)                       NAVD 88
 RZ1116
 RZ1116  VERT ORDER  -  FIRST     CLASS I
 RZ1116
 RZ1116.The horizontal coordinates were scaled from a topographic map and have
 RZ1116.an estimated accuracy of +/- 6 seconds.
 RZ1116
 RZ1116.The orthometric height was determined by differential leveling
 RZ1116.and adjusted by the National Geodetic Survey in June 1991..
 RZ1116
 RZ1116.The geoid height was determined by GEOID03.
 RZ1116
 RZ1116.The dynamic height is computed by dividing the NAVD 88
 RZ1116.geopotential number by the normal gravity value computed on the
 RZ1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1116.degrees latitude (g = 980.6199 gals.).
 RZ1116
 RZ1116.The modeled gravity was interpolated from observed gravity values.
 RZ1116
 RZ1116;                    North         East    Units  Estimated Accuracy
 RZ1116;SPC WA S     -   131,820.      694,810.      MT  (+/- 180 meters Scaled)
 RZ1116
 RZ1116                          SUPERSEDED SURVEY CONTROL
 RZ1116
 RZ1116  NGVD 29 (??/??/92)  294.345  (m)          965.70   (f) ADJ UNCH    1 1
 RZ1116
 RZ1116.Superseded values are not recommended for survey control.
 RZ1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1116.See file dsdata.txt to determine how the superseded data were derived.
 RZ1116
 RZ1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM261490(NAD 83)
 RZ1116_MARKER: DB = BENCH MARK DISK
 RZ1116_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1116_SP_SET: OUTCROP
 RZ1116_STAMPING: B 436 1968
 RZ1116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1116+STABILITY: POSITION/ELEVATION WELL
 RZ1116
 RZ1116  HISTORY     - Date     Condition        Report By
 RZ1116  HISTORY     - 1968     MONUMENTED       CGS
 RZ1116  HISTORY     - 20050403 POOR             GEOCAC
 RZ1116
 RZ1116                          STATION DESCRIPTION
 RZ1116
 RZ1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1116'13.2 MI N FROM DAYTON.
 RZ1116'13.2 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT DAYTON,
 RZ1116'IN R39E T12N, SECTION 29, 0.15 MILE NORTHWEST OF A CONCRETE BRIDGE
 RZ1116'OVER TUCANNON RIVER, 0.05 MILE NORTHWEST OF THE JUNCTION OF A ROAD
 RZ1116'SOUTHEAST, ON THE SOUTHWEST SIDE OF A ROCKY HILL, SET VERTICALLY IN
 RZ1116'THE NORTHWEST FACE OF AN OUTCROP, 147 FEET NORTHEAST OF THE CENTER
 RZ1116'LINE OF THE HIGHWAY, 121 FEET EAST OF T JUNCTION POWER POLE 478 WITH A
 RZ1116'GUY WIRE, 37.28 FEET NORTHWEST OF BENCH MARK A 436, AND ABOUT 32 FEET
 RZ1116'HIGHER THAN THE HIGHWAY.
 RZ1116
 RZ1116                          STATION RECOVERY (2005)
 RZ1116
 RZ1116'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 RZ1116'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1141 ***********************************************************************
 RZ1141  DESIGNATION -  B 437
 RZ1141  PID         -  RZ1141
 RZ1141  STATE/COUNTY-  WA/GARFIELD
 RZ1141  USGS QUAD   -  POMEROY (1967)
 RZ1141
 RZ1141                         *CURRENT SURVEY CONTROL
 RZ1141  ___________________________________________________________________
 RZ1141* NAD 83(1986)-  46 28 27.     (N)    117 35 05.     (W)     SCALED    
 RZ1141* NAVD 88     -       577.971  (meters)    1896.23   (feet)  ADJUSTED  
 RZ1141  ___________________________________________________________________
 RZ1141  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 RZ1141  DYNAMIC HT  -         577.943 (meters)    1896.13  (feet)  COMP
 RZ1141  MODELED GRAV-     980,546.8   (mgal)                       NAVD 88
 RZ1141
 RZ1141  VERT ORDER  -  FIRST     CLASS I
 RZ1141
 RZ1141.The horizontal coordinates were scaled from a topographic map and have
 RZ1141.an estimated accuracy of +/- 6 seconds.
 RZ1141
 RZ1141.The orthometric height was determined by differential leveling
 RZ1141.and adjusted by the National Geodetic Survey in June 1991..
 RZ1141
 RZ1141.The geoid height was determined by GEOID03.
 RZ1141
 RZ1141.The dynamic height is computed by dividing the NAVD 88
 RZ1141.geopotential number by the normal gravity value computed on the
 RZ1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1141.degrees latitude (g = 980.6199 gals.).
 RZ1141
 RZ1141.The modeled gravity was interpolated from observed gravity values.
 RZ1141
 RZ1141;                    North         East    Units  Estimated Accuracy
 RZ1141;SPC WA S     -   130,940.      723,820.      MT  (+/- 180 meters Scaled)
 RZ1141
 RZ1141                          SUPERSEDED SURVEY CONTROL
 RZ1141
 RZ1141  NGVD 29 (??/??/92)  576.975  (m)         1892.96   (f) ADJ UNCH    1 1
 RZ1141
 RZ1141.Superseded values are not recommended for survey control.
 RZ1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1141.See file dsdata.txt to determine how the superseded data were derived.
 RZ1141
 RZ1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM551468(NAD 83)
 RZ1141_MARKER: DB = BENCH MARK DISK
 RZ1141_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RZ1141+WITH SETTING: PAVEMENT
 RZ1141_SP_SET: DRILL HOLE IN FOOTING
 RZ1141_STAMPING: B 437 1968
 RZ1141_MARK LOGO: CGS   
 RZ1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1141+STABILITY: SURFACE MOTION
 RZ1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RZ1141+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 RZ1141
 RZ1141  HISTORY     - Date     Condition        Report By
 RZ1141  HISTORY     - 1968     MONUMENTED       CGS
 RZ1141  HISTORY     - 19890516 GOOD             NGS
 RZ1141
 RZ1141                          STATION DESCRIPTION
 RZ1141
 RZ1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1141'0.7 MI E FROM POMEROY.
 RZ1141'0.7 MILE EAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT POMEROY,
 RZ1141'225 FEET EAST OF THE CENTER OF THE JUNCTION OF 18TH STREET, IN THE TOP
 RZ1141'OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF TWO LARGE GRAIN
 RZ1141'STORAGE SILOS OF POMEROY GRAIN GROWERS INC., 32.3 FEET SOUTH OF THE
 RZ1141'SOUTH CURB OF THE HIGHWAY, 1.1 FEET NORTH OF THE NORTH FACE OF THE
 RZ1141'EAST SILO, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY AND 1/2 FOOT ABOVE
 RZ1141'THE GROUND.
 RZ1141
 RZ1141                          STATION RECOVERY (1989)
 RZ1141
 RZ1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RZ1141'THE STATION IS LOCATED IN THE CITY OF POMEROY NEAR THE JUNCTION OF US
 RZ1141'HIGHWAY 12 AND 18TH STREET AT THE NORTHEAST CORNER OF THE FOUNDATION
 RZ1141'OF THE TWO LARGE GRAIN STORAGE BINS AT THE POMEROY GRAIN GROWERS INC.
 RZ1141'TO REACH FROM THE COURTHOUSE IN POMEROY, GO EAST ON US HIGHWAY 12 FOR
 RZ1141'1.13 KM (0.70 MI) TO THE POMEROY GRAIN GROWERS INC. GRAIN STORAGE BIN
 RZ1141'AND THE STATION ON THE RIGHT.
 RZ1141'THE AMRK IS SET IN A DRILL HOLE IN THE FOUNDATION OF THE GRAIN BIN.
 RZ1141'IT IS 9.8 M (32.2 FT) SOUTH OF THE SOUTH CURB OF THE HIGHWAY, 0.3 M
 RZ1141'(1.0 FT) NORTH OF THE NORTH FACE OF THE EAST GRAIN BIN AND ABOUT 0.2
 RZ1141'M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0892 ***********************************************************************
 RZ0892  DESIGNATION -  B 438
 RZ0892  PID         -  RZ0892
 RZ0892  STATE/COUNTY-  WA/ASOTIN
 RZ0892  USGS QUAD   -  SILCOTT (1971)
 RZ0892
 RZ0892                         *CURRENT SURVEY CONTROL
 RZ0892  ___________________________________________________________________
 RZ0892* NAD 83(1986)-  46 25 12.     (N)    117 10 45.     (W)     SCALED    
 RZ0892* NAVD 88     -       222.035  (meters)     728.46   (feet)  ADJUSTED  
 RZ0892  ___________________________________________________________________
 RZ0892  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 RZ0892  DYNAMIC HT  -         222.037 (meters)     728.47  (feet)  COMP
 RZ0892  MODELED GRAV-     980,616.5   (mgal)                       NAVD 88
 RZ0892
 RZ0892  VERT ORDER  -  FIRST     CLASS I
 RZ0892
 RZ0892.The horizontal coordinates were scaled from a topographic map and have
 RZ0892.an estimated accuracy of +/- 6 seconds.
 RZ0892
 RZ0892.The orthometric height was determined by differential leveling
 RZ0892.and adjusted by the National Geodetic Survey in June 1991..
 RZ0892
 RZ0892.The geoid height was determined by GEOID03.
 RZ0892
 RZ0892.The dynamic height is computed by dividing the NAVD 88
 RZ0892.geopotential number by the normal gravity value computed on the
 RZ0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0892.degrees latitude (g = 980.6199 gals.).
 RZ0892
 RZ0892.The modeled gravity was interpolated from observed gravity values.
 RZ0892
 RZ0892;                    North         East    Units  Estimated Accuracy
 RZ0892;SPC WA S     -   126,160.      755,190.      MT  (+/- 180 meters Scaled)
 RZ0892
 RZ0892                          SUPERSEDED SURVEY CONTROL
 RZ0892
 RZ0892  NGVD 29 (??/??/92)  221.057  (m)          725.25   (f) ADJ UNCH    1 1
 RZ0892
 RZ0892.Superseded values are not recommended for survey control.
 RZ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0892.See file dsdata.txt to determine how the superseded data were derived.
 RZ0892
 RZ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM862407(NAD 83)
 RZ0892_MARKER: DB = BENCH MARK DISK
 RZ0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0892_STAMPING: B 438 1968
 RZ0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0892+STABILITY: SURFACE MOTION
 RZ0892
 RZ0892  HISTORY     - Date     Condition        Report By
 RZ0892  HISTORY     - 1968     MONUMENTED       CGS
 RZ0892  HISTORY     - 1974     GOOD             NGS
 RZ0892  HISTORY     - 1975     GOOD             USGS
 RZ0892  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0892
 RZ0892                          STATION DESCRIPTION
 RZ0892
 RZ0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ0892'8.1 MI W FROM CLARKSTON.
 RZ0892'8.1 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE WEST END OF THE SNAKE
 RZ0892'RIVER BRIDGE AT CLARKSTON, 0.1 MILE SOUTHWEST OF MILEPOST 427, ON THE
 RZ0892'OUTSIDE OF A CURVE, 1 POLE NORTHEAST OF THE CROSSING OF A TELEPHONE
 RZ0892'LINE, 28 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 RZ0892'NORTH OF TELEPHONE POLE 78 WITH A GUY WIRE, 0.9 FOOT SOUTHEAST OF A
 RZ0892'FENCE, 1.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 RZ0892'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 RZ0892'ABOVE THE GROUND.  NOTE-- MIGHT BE UNDER WATER AFTER DAM COMPLETION.
 RZ0892
 RZ0892                          STATION RECOVERY (1974)
 RZ0892
 RZ0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RZ0892'RECOVERED IN GOOD CONDITION.
 RZ0892
 RZ0892                          STATION RECOVERY (1975)
 RZ0892
 RZ0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RZ0892'THE WATER IN THE LAKE BEHIND LOWER GRAINTE DAM NOW COVERS THIS MARK.
 RZ0892
 RZ0892                          STATION RECOVERY (1980)
 RZ0892
 RZ0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0892'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 RZ0892'MEASUREMENTS PLACE THIS MARK UNDER THE NEW WATER LEVEL OF THE SNAKE
 RZ0892'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1772 ***********************************************************************
 RC1772  DESIGNATION -  B 44
 RC1772  PID         -  RC1772
 RC1772  STATE/COUNTY-  WA/KLICKITAT
 RC1772  USGS QUAD   -  HOOD RIVER (1994)
 RC1772
 RC1772                         *CURRENT SURVEY CONTROL
 RC1772  ___________________________________________________________________
 RC1772* NAD 83(1986)-  45 43 41.     (N)    121 31 15.     (W)     SCALED    
 RC1772* NAVD 88     -        33.175  (meters)     108.84   (feet)  ADJUSTED  
 RC1772  ___________________________________________________________________
 RC1772  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC1772  DYNAMIC HT  -          33.175 (meters)     108.84  (feet)  COMP
 RC1772  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 RC1772
 RC1772  VERT ORDER  -  FIRST     CLASS II
 RC1772
 RC1772.The horizontal coordinates were scaled from a topographic map and have
 RC1772.an estimated accuracy of +/- 6 seconds.
 RC1772
 RC1772.The orthometric height was determined by differential leveling
 RC1772.and adjusted by the National Geodetic Survey in June 1991..
 RC1772.WARNING-Repeat measurements at this control monument indicate possible
 RC1772.vertical movement.
 RC1772
 RC1772.The geoid height was determined by GEOID03.
 RC1772
 RC1772.The dynamic height is computed by dividing the NAVD 88
 RC1772.geopotential number by the normal gravity value computed on the
 RC1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1772.degrees latitude (g = 980.6199 gals.).
 RC1772
 RC1772.The modeled gravity was interpolated from observed gravity values.
 RC1772
 RC1772;                    North         East    Units  Estimated Accuracy
 RC1772;SPC WA S     -    44,390.      420,540.      MT  (+/- 180 meters Scaled)
 RC1772
 RC1772                          SUPERSEDED SURVEY CONTROL
 RC1772
 RC1772  NGVD 29 (??/??/92)   32.144  (m)          105.46   (f) ADJ UNCH    1 2
 RC1772
 RC1772.Superseded values are not recommended for survey control.
 RC1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1772.See file dsdata.txt to determine how the superseded data were derived.
 RC1772
 RC1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR150648(NAD 83)
 RC1772_MARKER: DB = BENCH MARK DISK
 RC1772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1772_SP_SET: ABUTMENT
 RC1772_STAMPING: B 44 1933 105.318
 RC1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1772
 RC1772  HISTORY     - Date     Condition        Report By
 RC1772  HISTORY     - 1933     MONUMENTED       CGS
 RC1772  HISTORY     - 1935     GOOD             NGS
 RC1772  HISTORY     - 1970     MARK NOT FOUND   NGS
 RC1772
 RC1772                          STATION DESCRIPTION
 RC1772
 RC1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC1772'IN UNDERWOOD.
 RC1772'IN KLICKITAT COUNTY, 13 RAIL LENGTHS EAST ALONG THE SPOKANE, PORTLAND
 RC1772'AND SEATTLE RAILWAY FROM THE EAST END OF THE STATION AT UNDERWOOD,
 RC1772'SKAMANIA COUNTY, 7 1/2 FEET SOUTH OF THE CENTER OF THE TRACK, IN THE
 RC1772'TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE STEEL TRUSS
 RC1772'BRIDGE NO.72.8 OVER WHITE SALMON RIVER.  A STANDARD DISK, STAMPED B 44
 RC1772'1933, AND SET 8 INCHES BELOW THE LEVEL OF THE TRACK.  NOTE-- 73
 RC1772'MILEPOST SIGN GONE.
 RC1772
 RC1772                          STATION RECOVERY (1970)
 RC1772
 RC1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC1772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0122 ***********************************************************************
 SD0122  DESIGNATION -  B 443
 SD0122  PID         -  SD0122
 SD0122  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0122  USGS QUAD   -  MOCLIPS (1994)
 SD0122
 SD0122                         *CURRENT SURVEY CONTROL
 SD0122  ___________________________________________________________________
 SD0122* NAD 83(1986)-  47 12 56.     (N)    124 12 20.     (W)     SCALED    
 SD0122* NAVD 88     -        37.717  (meters)     123.74   (feet)  ADJUSTED  
 SD0122  ___________________________________________________________________
 SD0122  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 SD0122  DYNAMIC HT  -          37.722 (meters)     123.76  (feet)  COMP
 SD0122  MODELED GRAV-     980,757.7   (mgal)                       NAVD 88
 SD0122
 SD0122  VERT ORDER  -  SECOND    CLASS I
 SD0122
 SD0122.The horizontal coordinates were scaled from a topographic map and have
 SD0122.an estimated accuracy of +/- 6 seconds.
 SD0122
 SD0122.The orthometric height was determined by differential leveling
 SD0122.and adjusted by the National Geodetic Survey in June 1991..
 SD0122
 SD0122.The geoid height was determined by GEOID03.
 SD0122
 SD0122.The dynamic height is computed by dividing the NAVD 88
 SD0122.geopotential number by the normal gravity value computed on the
 SD0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0122.degrees latitude (g = 980.6199 gals.).
 SD0122
 SD0122.The modeled gravity was interpolated from observed gravity values.
 SD0122
 SD0122;                    North         East    Units  Estimated Accuracy
 SD0122;SPC WA S     -   215,810.      219,420.      MT  (+/- 180 meters Scaled)
 SD0122
 SD0122                          SUPERSEDED SURVEY CONTROL
 SD0122
 SD0122  NGVD 29 (??/??/92)   36.695  (m)          120.39   (f) ADJ UNCH    2 1
 SD0122
 SD0122.Superseded values are not recommended for survey control.
 SD0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0122.See file dsdata.txt to determine how the superseded data were derived.
 SD0122
 SD0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT087298(NAD 83)
 SD0122_MARKER: DV = VERTICAL CONTROL DISK
 SD0122_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SD0122_SP_SET: FOOTING
 SD0122_STAMPING: B 443 1977
 SD0122_MARK LOGO: NGS   
 SD0122_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0122+STABILITY: SURFACE MOTION
 SD0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SD0122+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1998
 SD0122
 SD0122  HISTORY     - Date     Condition        Report By
 SD0122  HISTORY     - 1977     MONUMENTED       NGS
 SD0122  HISTORY     - 19980619 GOOD             NGS
 SD0122  HISTORY     - 20050830 MARK NOT FOUND   USPSQD
 SD0122
 SD0122                          STATION DESCRIPTION
 SD0122
 SD0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0122'0.6 MI NORTH FROM PACIFIC BEACH.
 SD0122'0.5 MILE NORTH ALONG STATE HIGHWAY 109 FROM THE POST OFFICE AT
 SD0122'PACIFIC BEACH, THENCE 0.1 MILE WEST ALONG A TRACK ROAD, AT THE
 SD0122'PACIFIC BEACH WATER TOWER, IN TOP OF THE SOUTH CORNER OF THE
 SD0122'SOUTHEAST LEG, 136 FT WEST OF THE CENTER LINE OF AN ASPHALT
 SD0122'STREET AND 0.5 FT ABOVE THE GROUND.
 SD0122'ABOUT LEVEL WITH STREET.
 SD0122
 SD0122                          STATION RECOVERY (1998)
 SD0122
 SD0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 SD0122'0.4 KM (0.25 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 SD0122'PACIFIC BEACH, THENCE 0.8 KM (0.50 MI) NORTHERLY ALONG FIRST STREET,
 SD0122'NEAR THE SOUTH CORNER OF THE CONCRETE FOOTING FOR THE CITY WATER TANK,
 SD0122'41.5 M (136.2 FT) WEST OF THE STREET CENTER, 5.0 M (16.4 FT) NORTH OF
 SD0122'A CHAIN-LINK FENCE, AND FLUSH WITH THE GROUND SURFACE. NOTE--THE MARK
 SD0122'IS ON PROPERTY OWNED BY U.S.  NAVY PACIFIC BEACH RECREATION AND
 SD0122'CONFERENCE CENTER, TELEPHONE NUMBER (390) 276-4412, EXTENSION 221.
 SD0122
 SD0122                          STATION RECOVERY (2005)
 SD0122
 SD0122'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAH)
 SD0122'BELIEVED TO BE LOST. WATER TOWER DESCRIBED WAS REMOVED 2-3 YEARS AGO.
 SD0122'ALL CONCRETE PULLED UP AND GROUND FILLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0106 ***********************************************************************
 SD0106  DESIGNATION -  B 444
 SD0106  PID         -  SD0106
 SD0106  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0106  USGS QUAD   -  CARLISLE (1994)
 SD0106
 SD0106                         *CURRENT SURVEY CONTROL
 SD0106  ___________________________________________________________________
 SD0106* NAD 83(1986)-  47 07 56.     (N)    124 02 32.     (W)     SCALED    
 SD0106* NAVD 88     -        17.343  (meters)      56.90   (feet)  ADJUSTED  
 SD0106  ___________________________________________________________________
 SD0106  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 SD0106  DYNAMIC HT  -          17.346 (meters)      56.91  (feet)  COMP
 SD0106  MODELED GRAV-     980,754.3   (mgal)                       NAVD 88
 SD0106
 SD0106  VERT ORDER  -  SECOND    CLASS I
 SD0106
 SD0106.The horizontal coordinates were scaled from a topographic map and have
 SD0106.an estimated accuracy of +/- 6 seconds.
 SD0106
 SD0106.The orthometric height was determined by differential leveling
 SD0106.and adjusted by the National Geodetic Survey in June 1991..
 SD0106
 SD0106.The geoid height was determined by GEOID03.
 SD0106
 SD0106.The dynamic height is computed by dividing the NAVD 88
 SD0106.geopotential number by the normal gravity value computed on the
 SD0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0106.degrees latitude (g = 980.6199 gals.).
 SD0106
 SD0106.The modeled gravity was interpolated from observed gravity values.
 SD0106
 SD0106;                    North         East    Units  Estimated Accuracy
 SD0106;SPC WA S     -   205,990.      231,360.      MT  (+/- 180 meters Scaled)
 SD0106
 SD0106                          SUPERSEDED SURVEY CONTROL
 SD0106
 SD0106  NGVD 29 (??/??/92)   16.322  (m)           53.55   (f) ADJ UNCH    2 1
 SD0106
 SD0106.Superseded values are not recommended for survey control.
 SD0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0106.See file dsdata.txt to determine how the superseded data were derived.
 SD0106
 SD0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT209203(NAD 83)
 SD0106_MARKER: DB = BENCH MARK DISK
 SD0106_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 SD0106_SP_SET: UNSPECIFIED DEEP
 SD0106_STAMPING: B 444 1977
 SD0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0106+STABILITY: SURFACE MOTION
 SD0106
 SD0106  HISTORY     - Date     Condition        Report By
 SD0106  HISTORY     - 1977     MONUMENTED       NGS
 SD0106  HISTORY     - 1987     GOOD             USPSQD
 SD0106
 SD0106                          STATION DESCRIPTION
 SD0106
 SD0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0106'2.9 MI NE FROM COPALIS CROSSING.
 SD0106'0.55 MILE SOUTHEAST ALONG OCEAN BEACH ROAD FROM THE POST OFFICE
 SD0106'AT COPALIS CROSSING, THENCE 2.35 MILES NORTHEAST ALONG COPALIS
 SD0106'BEACH ROAD, 175 FT SOUTHWEST OF THE CENTER LINE OF THE CAMP BETHEL
 SD0106'DRIVEWAY, 30 FT NORTHWEST OF THE CENTER LINE OF THE ROAD AND
 SD0106'2.5 FT NORTHWEST OF POWER POLE 711. A DISK ON TOP OF AN ALUMINUM
 SD0106'ROD, ACCESS HAD THROUGH A 4-INCH PLASTIC CAP ENCASED IN CONCRETE.
 SD0106'ROD IS SET TO A DEPTH OF 23 FEET ENCASED IN A PIPE FLUSH WITH THE
 SD0106'GROUND.  ABOUT LEVEL WITH ROAD.  1 FOOT NORTHEAST OF A WITNESS POST.
 SD0106
 SD0106                          STATION RECOVERY (1987)
 SD0106
 SD0106'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEE)
 SD0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0144 ***********************************************************************
 SD0144  DESIGNATION -  B 445
 SD0144  PID         -  SD0144
 SD0144  STATE/COUNTY-  WA/CLALLAM
 SD0144  USGS QUAD   -  FORKS (1981)
 SD0144
 SD0144                         *CURRENT SURVEY CONTROL
 SD0144  ___________________________________________________________________
 SD0144* NAD 83(1986)-  47 57 11.     (N)    124 27 29.     (W)     SCALED    
 SD0144* NAVD 88     -        55.381  (meters)     181.70   (feet)  ADJUSTED  
 SD0144  ___________________________________________________________________
 SD0144  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SD0144  DYNAMIC HT  -          55.392 (meters)     181.73  (feet)  COMP
 SD0144  MODELED GRAV-     980,811.1   (mgal)                       NAVD 88
 SD0144
 SD0144  VERT ORDER  -  SECOND    CLASS I
 SD0144
 SD0144.The horizontal coordinates were scaled from a topographic map and have
 SD0144.an estimated accuracy of +/- 6 seconds.
 SD0144
 SD0144.The orthometric height was determined by differential leveling
 SD0144.and adjusted by the National Geodetic Survey in June 1991..
 SD0144
 SD0144.The geoid height was determined by GEOID03.
 SD0144
 SD0144.The dynamic height is computed by dividing the NAVD 88
 SD0144.geopotential number by the normal gravity value computed on the
 SD0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0144.degrees latitude (g = 980.6199 gals.).
 SD0144
 SD0144.The modeled gravity was interpolated from observed gravity values.
 SD0144
 SD0144;                    North         East    Units  Estimated Accuracy
 SD0144;SPC WA N     -   112,340.      229,370.      MT  (+/- 180 meters Scaled)
 SD0144
 SD0144                          SUPERSEDED SURVEY CONTROL
 SD0144
 SD0144  NGVD 29 (??/??/92)   54.286  (m)          178.10   (f) ADJ UNCH    2 1
 SD0144
 SD0144.Superseded values are not recommended for survey control.
 SD0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0144.See file dsdata.txt to determine how the superseded data were derived.
 SD0144
 SD0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU911121(NAD 83)
 SD0144_MARKER: DV = VERTICAL CONTROL DISK
 SD0144_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0144+WITH SETTING: INTO GROUND
 SD0144_SP_SET: 4-FT METAL ROD WITH BASE PLATE
 SD0144_STAMPING: B 445 1977
 SD0144_MARK LOGO: NGS   
 SD0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0144+STABILITY: SURFACE MOTION
 SD0144
 SD0144  HISTORY     - Date     Condition        Report By
 SD0144  HISTORY     - 1977     MONUMENTED       NGS
 SD0144  HISTORY     - 19950620 GOOD             WADT
 SD0144
 SD0144                          STATION DESCRIPTION
 SD0144
 SD0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0144'4.7 MI WEST FROM FORKS.
 SD0144'1.65 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF DIVISION
 SD0144'STREET AT FORKS, THENCE, 3.05 MILES WEST ALONG LA PUSH ROAD, 31.5
 SD0144'FT NORTHWEST OF THE CENTER LINE OF THE ROAD AND 3.3 FT NORTHEAST
 SD0144'OF TELEPHONE POLE 110.
 SD0144
 SD0144                          STATION RECOVERY (1995)
 SD0144
 SD0144'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SD0144'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0111 ***********************************************************************
 RD0111  DESIGNATION -  B 45
 RD0111  PID         -  RD0111
 RD0111  STATE/COUNTY-  WA/SKAMANIA
 RD0111  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0111
 RD0111                         *CURRENT SURVEY CONTROL
 RD0111  ___________________________________________________________________
 RD0111* NAD 83(1986)-  45 34 28.     (N)    122 11 22.     (W)     SCALED    
 RD0111* NAVD 88     -        17.462  (meters)      57.29   (feet)  POSTED    
 RD0111  ___________________________________________________________________
 RD0111  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 RD0111  DYNAMIC HT  -          17.460 (meters)      57.28  (feet)  COMP
 RD0111  MODELED GRAV-     980,593.0   (mgal)                       NAVD 88
 RD0111
 RD0111  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0111
 RD0111.The horizontal coordinates were scaled from a topographic map and have
 RD0111.an estimated accuracy of +/- 6 seconds.
 RD0111
 RD0111.The orthometric height was determined by differential leveling
 RD0111.and adjusted by the National Geodetic Survey in 1992..
 RD0111.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0111.rate of 1.1 thru 2.0 mm/km.
 RD0111
 RD0111.The geoid height was determined by GEOID03.
 RD0111
 RD0111.The dynamic height is computed by dividing the NAVD 88
 RD0111.geopotential number by the normal gravity value computed on the
 RD0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0111.degrees latitude (g = 980.6199 gals.).
 RD0111
 RD0111.The modeled gravity was interpolated from observed gravity values.
 RD0111
 RD0111;                    North         East    Units  Estimated Accuracy
 RD0111;SPC WA S     -    28,210.      368,130.      MT  (+/- 180 meters Scaled)
 RD0111
 RD0111                          SUPERSEDED SURVEY CONTROL
 RD0111
 RD0111  NGVD 29 (??/??/92)   16.436  (m)           53.92   (f) ADJ UNCH    1 2
 RD0111
 RD0111.Superseded values are not recommended for survey control.
 RD0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0111.See file dsdata.txt to determine how the superseded data were derived.
 RD0111
 RD0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER632470(NAD 83)
 RD0111_MARKER: DB = BENCH MARK DISK
 RD0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0111_STAMPING: B 45 1933
 RD0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0111+STABILITY: SURFACE MOTION
 RD0111
 RD0111  HISTORY     - Date     Condition        Report By
 RD0111  HISTORY     - 1933     MONUMENTED       CGS
 RD0111  HISTORY     - 1935     GOOD             NGS
 RD0111
 RD0111                          STATION DESCRIPTION
 RD0111
 RD0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0111'IN CAPE HORN.
 RD0111'AT CAPE HORN, SKAMANIA COUNTY, ABOUT 348 FEET EAST OF THE EAST SIDE OF
 RD0111'THE CONCRETE BLOCK BUILDING USED AS POST OFFICE AND RESIDENCE, 28 FEET
 RD0111'WEST OF THE WEST END OF THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RD0111'STATION, ON THE OUTSIDE OF A CURVE ABOUT 248 FEET WEST FROM SEMAPHORE
 RD0111'BLOCK SIGNAL TOWER, 35.5, 19 FEET SOUTH OF THE CENTER OF THE TRACK AND
 RD0111'10 FEET WEST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED B 45 1933,
 RD0111'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 7 INCHES
 RD0111'ABOVE THE GROUND AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0633 ***********************************************************************
 TR0633  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0633  DESIGNATION -  B 454
 TR0633  PID         -  TR0633
 TR0633  STATE/COUNTY-  WA/WHATCOM
 TR0633  USGS QUAD   -  BIRCH POINT (1994)
 TR0633
 TR0633                         *CURRENT SURVEY CONTROL
 TR0633  ___________________________________________________________________
 TR0633* NAD 83(1986)-  48 59 49.     (N)    122 45 13.     (W)     SCALED    
 TR0633* NAVD 88     -        12.783  (meters)      41.94   (feet)  ADJUSTED  
 TR0633  ___________________________________________________________________
 TR0633  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 TR0633  DYNAMIC HT  -          12.787 (meters)      41.95  (feet)  COMP
 TR0633  MODELED GRAV-     980,915.7   (mgal)                       NAVD 88
 TR0633
 TR0633  VERT ORDER  -  FIRST     CLASS I
 TR0633
 TR0633.The horizontal coordinates were scaled from a topographic map and have
 TR0633.an estimated accuracy of +/- 6 seconds.
 TR0633
 TR0633.The orthometric height was determined by differential leveling
 TR0633.and adjusted by the National Geodetic Survey in June 1991..
 TR0633
 TR0633.This Tidal Bench Mark is designated as VM 9308
 TR0633.by the Center for Operational Oceanographic Products and Services.
 TR0633
 TR0633.The geoid height was determined by GEOID03.
 TR0633
 TR0633.The dynamic height is computed by dividing the NAVD 88
 TR0633.geopotential number by the normal gravity value computed on the
 TR0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0633.degrees latitude (g = 980.6199 gals.).
 TR0633
 TR0633.The modeled gravity was interpolated from observed gravity values.
 TR0633
 TR0633;                    North         East    Units  Estimated Accuracy
 TR0633;SPC WA N     -   223,790.      359,490.      MT  (+/- 180 meters Scaled)
 TR0633
 TR0633                          SUPERSEDED SURVEY CONTROL
 TR0633
 TR0633  NGVD 29 (??/??/92)   11.552  (m)           37.90   (f) ADJ UNCH    1 1
 TR0633
 TR0633.Superseded values are not recommended for survey control.
 TR0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0633.See file dsdata.txt to determine how the superseded data were derived.
 TR0633
 TR0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV180271(NAD 83)
 TR0633_MARKER: DB = BENCH MARK DISK
 TR0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0633_SP_SET: CONCRETE PILLARS
 TR0633_STAMPING: B 454 1973
 TR0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0633+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 TR0633
 TR0633  HISTORY     - Date     Condition        Report By
 TR0633  HISTORY     - 1973     MONUMENTED       NGS
 TR0633  HISTORY     - 1988     GOOD             USPSQD
 TR0633  HISTORY     - 20020725 GOOD             ORION
 TR0633  HISTORY     - 20051101 GOOD             USPSQD
 TR0633
 TR0633                          STATION DESCRIPTION
 TR0633
 TR0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0633'IN BLAINE.
 TR0633'AT BLAINE ABOUT 0.1 MILE NORTH OF THE BURLINGTON-NORTHERN RAILROAD
 TR0633'STATION, ABOUT 169 FEET NORTHEAST OF THE CENTER LINE OF THE JUNCTION
 TR0633'OF MARINE DRIVE AND PEACE PORTAL DRIVE, 152.5 FEET EAST-NORTHEAST OF
 TR0633'BENCH MARK TIDAL 5, AT INTERSTATE HIGHWAY 5 SOUTHBOUND LANES OVERPASS
 TR0633'OVER PEACE PORTAL DRIVE, SET VERTICALLY IN THE WEST FACE OF THE WEST
 TR0633'ONE OF THE FIRST ROW OF CONCRETE PILLARS NORTH OF THE DRIVE, 10.0 FEET
 TR0633'NORTH OF THE NORTH CURB OF THE DRIVE, 5.1 FEET NORTH OF THE NORTH EDGE
 TR0633'OF THE NORTH SIDEWALK, ABOUT 3 FEET HIGHER THAN THE DRIVE AND 2.5 FEET
 TR0633'ABOVE THE GROUND.  SECTION 36, T 41N, R 1W.
 TR0633
 TR0633                          STATION RECOVERY (1988)
 TR0633
 TR0633'RECOVERY NOTE BY US POWER SQUADRON 1988 (SG)
 TR0633'RECOVERED IN GOOD CONDITION.
 TR0633
 TR0633                          STATION RECOVERY (2002)
 TR0633
 TR0633'RECOVERY NOTE BY ORION GPS 2002 (JDP)
 TR0633'RECOVERED IN GOOD CONDITION.
 TR0633
 TR0633                          STATION RECOVERY (2005)
 TR0633
 TR0633'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 TR0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0082 ***********************************************************************
 TR0082  DESIGNATION -  B 455
 TR0082  PID         -  TR0082
 TR0082  STATE/COUNTY-  WA/SKAGIT
 TR0082  USGS QUAD   -  MOUNT VERNON (1981)
 TR0082
 TR0082                         *CURRENT SURVEY CONTROL
 TR0082  ___________________________________________________________________
 TR0082* NAD 83(1986)-  48 28 31.     (N)    122 19 47.     (W)     SCALED    
 TR0082* NAVD 88     -        11.151  (meters)      36.58   (feet)  ADJUSTED  
 TR0082  ___________________________________________________________________
 TR0082  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 TR0082  DYNAMIC HT  -          11.154 (meters)      36.59  (feet)  COMP
 TR0082  MODELED GRAV-     980,863.6   (mgal)                       NAVD 88
 TR0082
 TR0082  VERT ORDER  -  FIRST     CLASS I
 TR0082
 TR0082.The horizontal coordinates were scaled from a topographic map and have
 TR0082.an estimated accuracy of +/- 6 seconds.
 TR0082
 TR0082.The orthometric height was determined by differential leveling
 TR0082.and adjusted by the National Geodetic Survey in June 1991..
 TR0082
 TR0082.The geoid height was determined by GEOID03.
 TR0082
 TR0082.The dynamic height is computed by dividing the NAVD 88
 TR0082.geopotential number by the normal gravity value computed on the
 TR0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0082.degrees latitude (g = 980.6199 gals.).
 TR0082
 TR0082.The modeled gravity was interpolated from observed gravity values.
 TR0082
 TR0082;                    North         East    Units  Estimated Accuracy
 TR0082;SPC WA N     -   165,100.      389,370.      MT  (+/- 180 meters Scaled)
 TR0082
 TR0082                          SUPERSEDED SURVEY CONTROL
 TR0082
 TR0082  NGVD 29 (??/??/92)    9.987  (m)           32.77   (f) ADJ UNCH    1 1
 TR0082
 TR0082.Superseded values are not recommended for survey control.
 TR0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0082.See file dsdata.txt to determine how the superseded data were derived.
 TR0082
 TR0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU495693(NAD 83)
 TR0082_MARKER: DB = BENCH MARK DISK
 TR0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0082_STAMPING: B 455 1973
 TR0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0082+STABILITY: SURFACE MOTION
 TR0082
 TR0082  HISTORY     - Date     Condition        Report By
 TR0082  HISTORY     - 1973     MONUMENTED       NGS
 TR0082  HISTORY     - 1983     GOOD             USPSQD
 TR0082  HISTORY     - 1989     GOOD             USPSQD
 TR0082
 TR0082                          STATION DESCRIPTION
 TR0082
 TR0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0082'IN BURLINGTON.
 TR0082'AT BURLINGTON, AT THE CROSSING OF FAIR HAVEN AVENUE AND THE
 TR0082'BURLINGTON-NORTHERN RAILROAD, 23.8 FEET WEST OF THE WEST RAIL, 87.4
 TR0082'FEET SOUTH OF THE AVENUE, 1.4 FEET SOUTH OF THE 3RD TELEPHONE POLE
 TR0082'NORTH OF, AND ACROSS THE TRACK FROM, MILEPOST 72, 1.2 FEET NORTH OF A
 TR0082'WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN
 TR0082'TO GRADUAL REFUSAL AT A DEPTH OF 96 FEET.  THE UPPER PORTION OF THE
 TR0082'ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 TR0082'GROUND.
 TR0082
 TR0082                          STATION RECOVERY (1983)
 TR0082
 TR0082'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0082'RECOVERED IN GOOD CONDITION.
 TR0082
 TR0082                          STATION RECOVERY (1989)
 TR0082
 TR0082'RECOVERY NOTE BY US POWER SQUADRON 1989 (EF)
 TR0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0325 ***********************************************************************
 TQ0325  DESIGNATION -  B 456
 TQ0325  PID         -  TQ0325
 TQ0325  STATE/COUNTY-  WA/SKAGIT
 TQ0325  USGS QUAD   -  LAKE SHANNON (1989)
 TQ0325
 TQ0325                         *CURRENT SURVEY CONTROL
 TQ0325  ___________________________________________________________________
 TQ0325* NAD 83(1986)-  48 32 16.     (N)    121 44 35.     (W)     SCALED    
 TQ0325* NAVD 88     -        62.868  (meters)     206.26   (feet)  ADJUSTED  
 TQ0325  ___________________________________________________________________
 TQ0325  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 TQ0325  DYNAMIC HT  -          62.883 (meters)     206.31  (feet)  COMP
 TQ0325  MODELED GRAV-     980,838.1   (mgal)                       NAVD 88
 TQ0325
 TQ0325  VERT ORDER  -  FIRST     CLASS I
 TQ0325
 TQ0325.The horizontal coordinates were scaled from a topographic map and have
 TQ0325.an estimated accuracy of +/- 6 seconds.
 TQ0325
 TQ0325.The orthometric height was determined by differential leveling
 TQ0325.and adjusted by the National Geodetic Survey in June 1991..
 TQ0325
 TQ0325.The geoid height was determined by GEOID03.
 TQ0325
 TQ0325.The dynamic height is computed by dividing the NAVD 88
 TQ0325.geopotential number by the normal gravity value computed on the
 TQ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0325.degrees latitude (g = 980.6199 gals.).
 TQ0325
 TQ0325.The modeled gravity was interpolated from observed gravity values.
 TQ0325
 TQ0325;                    North         East    Units  Estimated Accuracy
 TQ0325;SPC WA N     -   171,380.      432,820.      MT  (+/- 180 meters Scaled)
 TQ0325
 TQ0325                          SUPERSEDED SURVEY CONTROL
 TQ0325
 TQ0325  NGVD 29 (??/??/92)   61.720  (m)          202.49   (f) ADJ UNCH    1 1
 TQ0325
 TQ0325.Superseded values are not recommended for survey control.
 TQ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0325.See file dsdata.txt to determine how the superseded data were derived.
 TQ0325
 TQ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU927768(NAD 83)
 TQ0325_MARKER: DB = BENCH MARK DISK
 TQ0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TQ0325_SP_SET: ABUTMENT
 TQ0325_STAMPING: B 456 1973
 TQ0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0325
 TQ0325  HISTORY     - Date     Condition        Report By
 TQ0325  HISTORY     - 1973     MONUMENTED       NGS
 TQ0325  HISTORY     - 1988     GOOD             USPSQD
 TQ0325
 TQ0325                          STATION DESCRIPTION
 TQ0325
 TQ0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0325'IN CONCRETE.
 TQ0325'AT CONCRETE, 0.8 MILE EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 TQ0325'SUPERIOR AVENUE, 0.2 MILE WEST OF THE JUNCTION OF EVERETT ROAD, AT A
 TQ0325'CONCRETE BRIDGE OVER BAKER RIVER, IN THE TOP OF THE NORTHWEST CORNER
 TQ0325'OF THE CONCRETE FLOOR DIRECTLY OVER THE WEST CONCRETE ABUTMENT OF THE
 TQ0325'BRIDGE, 19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT
 TQ0325'SOUTH OF THE SOUTH BASE OF THE NORTH CONCRETE GUARDRAIL, 0.6 FOOT EAST
 TQ0325'OF THE WEST EDGE OF THE FLOOR, AND ABOUT LEVEL WITH THE HIGHWAY.
 TQ0325'SECTION 11, T 35N, R 8E.
 TQ0325
 TQ0325                          STATION RECOVERY (1988)
 TQ0325
 TQ0325'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWF)
 TQ0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0171 ***********************************************************************
 TR0171  DESIGNATION -  B 457
 TR0171  PID         -  TR0171
 TR0171  STATE/COUNTY-  WA/SNOHOMISH
 TR0171  USGS QUAD   -  MARYSVILLE (1956)
 TR0171
 TR0171                         *CURRENT SURVEY CONTROL
 TR0171  ___________________________________________________________________
 TR0171* NAD 83(1986)-  48 07 26.     (N)    122 11 06.     (W)     SCALED    
 TR0171* NAVD 88     -        32.117  (meters)     105.37   (feet)  ADJUSTED  
 TR0171  ___________________________________________________________________
 TR0171  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 TR0171  DYNAMIC HT  -          32.123 (meters)     105.39  (feet)  COMP
 TR0171  MODELED GRAV-     980,778.7   (mgal)                       NAVD 88
 TR0171
 TR0171  VERT ORDER  -  FIRST     CLASS I
 TR0171
 TR0171.The horizontal coordinates were scaled from a topographic map and have
 TR0171.an estimated accuracy of +/- 6 seconds.
 TR0171
 TR0171.The orthometric height was determined by differential leveling
 TR0171.and adjusted by the National Geodetic Survey in June 1991..
 TR0171
 TR0171.The geoid height was determined by GEOID03.
 TR0171
 TR0171.The dynamic height is computed by dividing the NAVD 88
 TR0171.geopotential number by the normal gravity value computed on the
 TR0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0171.degrees latitude (g = 980.6199 gals.).
 TR0171
 TR0171.The modeled gravity was interpolated from observed gravity values.
 TR0171
 TR0171;                    North         East    Units  Estimated Accuracy
 TR0171;SPC WA N     -   125,840.      399,380.      MT  (+/- 180 meters Scaled)
 TR0171
 TR0171                          SUPERSEDED SURVEY CONTROL
 TR0171
 TR0171  NGVD 29 (??/??/92)   30.980  (m)          101.64   (f) ADJ UNCH    1 1
 TR0171
 TR0171.Superseded values are not recommended for survey control.
 TR0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0171.See file dsdata.txt to determine how the superseded data were derived.
 TR0171
 TR0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU606303(NAD 83)
 TR0171_MARKER: DV = VERTICAL CONTROL DISK
 TR0171_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TR0171_SP_SET: BRIDGE PIER
 TR0171_STAMPING: B 457 1973
 TR0171_MARK LOGO: NGS   
 TR0171_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0171+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 TR0171
 TR0171  HISTORY     - Date     Condition        Report By
 TR0171  HISTORY     - 1973     MONUMENTED       NGS
 TR0171  HISTORY     - 1984     GOOD             USPSQD
 TR0171  HISTORY     - 19911231 GOOD             WA-061
 TR0171  HISTORY     - 19991113 GOOD             USPSQD
 TR0171
 TR0171                          STATION DESCRIPTION
 TR0171
 TR0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0171'6.05 MI SE FROM SILVANA.
 TR0171'6.05 MILES SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0171'CROSSING OF MAIN STREET AT SILVANA, ALSO 5.1 MILES NORTH OF
 TR0171'MARYSVILLE, AT THE NORTH BOUND LANES OVERPASS OF INTERSTATE HIGHWAY 5,
 TR0171'SET VERTICALLY IN THE NORTHEAST FACE OF THE SOUTHEAST MOST ONE OF THE
 TR0171'1ST ROW OF CONCRETE SUPPORT PIERS NORTHEAST OF THE TRACK, 29.9 FEET
 TR0171'NORTHEAST OF THE NORTHEAST RAIL, ABOUT 3 FEET HIGHER THAN THE GROUND,
 TR0171'AND ABOUT 2 FEET HIGHER THAN THE TRACK.  SECTION 33, T 31N, R 5E.
 TR0171
 TR0171                          STATION RECOVERY (1984)
 TR0171
 TR0171'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0171'RECOVERED IN GOOD CONDITION.
 TR0171
 TR0171                          STATION RECOVERY (1991)
 TR0171
 TR0171'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1991
 TR0171'RECOVERED IN GOOD CONDITION.
 TR0171
 TR0171                          STATION RECOVERY (1999)
 TR0171
 TR0171'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0299 ***********************************************************************
 SY0299  DESIGNATION -  B 458
 SY0299  PID         -  SY0299
 SY0299  STATE/COUNTY-  WA/KING
 SY0299  USGS QUAD   -  
 SY0299
 SY0299                         *CURRENT SURVEY CONTROL
 SY0299  ___________________________________________________________________
 SY0299* NAD 83(1986)-  47 38 28.     (N)    122 22 54.     (W)     SCALED    
 SY0299* NAVD 88     -         5.575  (meters)      18.29   (feet)  ADJUSTED  
 SY0299  ___________________________________________________________________
 SY0299  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY0299  DYNAMIC HT  -           5.575 (meters)      18.29  (feet)  COMP
 SY0299  MODELED GRAV-     980,722.3   (mgal)                       NAVD 88
 SY0299
 SY0299  VERT ORDER  -  FIRST     CLASS I
 SY0299
 SY0299.The horizontal coordinates were scaled from a topographic map and have
 SY0299.an estimated accuracy of +/- 6 seconds.
 SY0299
 SY0299.The orthometric height was determined by differential leveling
 SY0299.and adjusted by the National Geodetic Survey in June 1991..
 SY0299
 SY0299.The geoid height was determined by GEOID03.
 SY0299
 SY0299.The dynamic height is computed by dividing the NAVD 88
 SY0299.geopotential number by the normal gravity value computed on the
 SY0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0299.degrees latitude (g = 980.6199 gals.).
 SY0299
 SY0299.The modeled gravity was interpolated from observed gravity values.
 SY0299
 SY0299;                    North         East    Units  Estimated Accuracy
 SY0299;SPC WA N     -    72,450.      383,670.      MT  (+/- 180 meters Scaled)
 SY0299
 SY0299                          SUPERSEDED SURVEY CONTROL
 SY0299
 SY0299  NGVD 29 (??/??/??)    4.489  (m)           14.73   (f) ADJUSTED    1 1
 SY0299
 SY0299.Superseded values are not recommended for survey control.
 SY0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0299.See file dsdata.txt to determine how the superseded data were derived.
 SY0299
 SY0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET464765(NAD 83)
 SY0299_MARKER: DB = BENCH MARK DISK
 SY0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0299_SP_SET: FOUNDATION
 SY0299_STAMPING: B458 1973
 SY0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0299
 SY0299  HISTORY     - Date     Condition        Report By
 SY0299  HISTORY     - 1973     MONUMENTED       NGS
 SY0299  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SY0299
 SY0299                          STATION DESCRIPTION
 SY0299
 SY0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0299'IN SEATTLE.
 SY0299'2.05 MILES SOUTHEAST ALONG BURLINGTON NORTHERN RAILROAD FROM
 SY0299'DRAWBRIDGE OVER SALMON BAY WATERWAY, AT BALMER RAILROAD YARD, 0.45
 SY0299'MILE SOUTH OF DRAVUS STREET OVERPASS IN TOP OF THE CENTER OF AN 8 X 8
 SY0299'FEET CONCRETE FOUNDATION FOR A 75 FEET TOWER BEARING RAILROAD YARD
 SY0299'LIGHTS, 90 FEET EAST OF THE NORTHEAST CORNER OF A METAL YARD OFFICE
 SY0299'MAINTAINANCE BUILDING, 43.5 FEET NORTH OF POWER POLE WITH 2 GUY WIRES,
 SY0299'5.1 FEET SOUTHEAST OF THE NORTHWEST STEEL LEG TOWER, ABOUT LEVEL WITH
 SY0299'TRACKS.  SECTION 23, T 25N, R 3E.
 SY0299
 SY0299                          STATION RECOVERY (1984)
 SY0299
 SY0299'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0557 ***********************************************************************
 SY0557  DESIGNATION -  B 459
 SY0557  PID         -  SY0557
 SY0557  STATE/COUNTY-  WA/PIERCE
 SY0557  USGS QUAD   -  PUYALLUP (1994)
 SY0557
 SY0557                         *CURRENT SURVEY CONTROL
 SY0557  ___________________________________________________________________
 SY0557* NAD 83(1986)-  47 11 24.     (N)    122 16 57.     (W)     SCALED    
 SY0557* NAVD 88     -        17.000  (meters)      55.77   (feet)  ADJUSTED  
 SY0557  ___________________________________________________________________
 SY0557  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 SY0557  DYNAMIC HT  -          17.003 (meters)      55.78  (feet)  COMP
 SY0557  MODELED GRAV-     980,753.2   (mgal)                       NAVD 88
 SY0557
 SY0557  VERT ORDER  -  FIRST     CLASS I
 SY0557
 SY0557.The horizontal coordinates were scaled from a topographic map and have
 SY0557.an estimated accuracy of +/- 6 seconds.
 SY0557
 SY0557.The orthometric height was determined by differential leveling
 SY0557.and adjusted by the National Geodetic Survey in June 1991..
 SY0557
 SY0557.The geoid height was determined by GEOID03.
 SY0557
 SY0557.The dynamic height is computed by dividing the NAVD 88
 SY0557.geopotential number by the normal gravity value computed on the
 SY0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0557.degrees latitude (g = 980.6199 gals.).
 SY0557
 SY0557.The modeled gravity was interpolated from observed gravity values.
 SY0557
 SY0557;                    North         East    Units  Estimated Accuracy
 SY0557;SPC WA S     -   207,900.      364,930.      MT  (+/- 180 meters Scaled)
 SY0557
 SY0557                          SUPERSEDED SURVEY CONTROL
 SY0557
 SY0557  NGVD 29 (??/??/??)   15.935  (m)           52.28   (f) ADJUSTED    1 1
 SY0557
 SY0557.Superseded values are not recommended for survey control.
 SY0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0557.See file dsdata.txt to determine how the superseded data were derived.
 SY0557
 SY0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET543265(NAD 83)
 SY0557_MARKER: DB = BENCH MARK DISK
 SY0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0557_SP_SET: PIER
 SY0557_STAMPING: B 459 1973
 SY0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0557
 SY0557  HISTORY     - Date     Condition        Report By
 SY0557  HISTORY     - 1973     MONUMENTED       NGS
 SY0557  HISTORY     - 1988     GOOD             USPSQD
 SY0557  HISTORY     - 1988     GOOD             USPSQD
 SY0557  HISTORY     - 19991213 GOOD             USPSQD
 SY0557
 SY0557                          STATION DESCRIPTION
 SY0557
 SY0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0557'0.5 MI E FROM PUYALLUP.
 SY0557'0.5 MILE EAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE CROSSING
 SY0557'OF SOUTH MERIDIAN STREET AT PUYALLUP, AT THE WEST ONE OF TWO STATE
 SY0557'HIGHWAY 512 OVERPASSES, SET VERTICALLY IN THE NORTH FACE OF THE FIRST
 SY0557'CONCRETE PIER SOUTH OF THE TRACKS, 31.9 FEET SOUTH OF THE SOUTH RAIL
 SY0557'OF THE SOUTH MAIN TRACK, 3/5 FEET EAST OF THE WEST END OF A PIER, AND
 SY0557'ABOUT 3 FEET HIGHER THAN THE TRACK AND 4.5 FEET ABOVE THE GROUND.
 SY0557'SECTION, T 20N, R 4E.
 SY0557
 SY0557                          STATION RECOVERY (1988)
 SY0557
 SY0557'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 SY0557'RECOVERED IN GOOD CONDITION.
 SY0557
 SY0557                          STATION RECOVERY (1988)
 SY0557
 SY0557'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0557'RECOVERED IN GOOD CONDITION.
 SY0557
 SY0557                          STATION RECOVERY (1999)
 SY0557
 SY0557'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0961 ***********************************************************************
 RZ0961  DESIGNATION -  B 46
 RZ0961  PID         -  RZ0961
 RZ0961  STATE/COUNTY-  WA/ASOTIN
 RZ0961  USGS QUAD   -  ASOTIN (1971)
 RZ0961
 RZ0961                         *CURRENT SURVEY CONTROL
 RZ0961  ___________________________________________________________________
 RZ0961* NAD 83(1986)-  46 15 29.     (N)    117 03 34.     (W)     SCALED    
 RZ0961* NAVD 88     -       771.803  (meters)    2532.16   (feet)  ADJUSTED  
 RZ0961  ___________________________________________________________________
 RZ0961  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 RZ0961  DYNAMIC HT  -         771.730 (meters)    2531.92  (feet)  COMP
 RZ0961  MODELED GRAV-     980,494.5   (mgal)                       NAVD 88
 RZ0961
 RZ0961  VERT ORDER  -  SECOND    CLASS 0
 RZ0961
 RZ0961.The horizontal coordinates were scaled from a topographic map and have
 RZ0961.an estimated accuracy of +/- 6 seconds.
 RZ0961
 RZ0961.The orthometric height was determined by differential leveling
 RZ0961.and adjusted by the National Geodetic Survey in June 1991..
 RZ0961
 RZ0961.The geoid height was determined by GEOID03.
 RZ0961
 RZ0961.The dynamic height is computed by dividing the NAVD 88
 RZ0961.geopotential number by the normal gravity value computed on the
 RZ0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0961.degrees latitude (g = 980.6199 gals.).
 RZ0961
 RZ0961.The modeled gravity was interpolated from observed gravity values.
 RZ0961
 RZ0961;                    North         East    Units  Estimated Accuracy
 RZ0961;SPC WA S     -   108,570.      765,170.      MT  (+/- 180 meters Scaled)
 RZ0961
 RZ0961                          SUPERSEDED SURVEY CONTROL
 RZ0961
 RZ0961  NGVD 29 (??/??/92)  770.774  (m)         2528.78   (f) ADJ UNCH    2 0
 RZ0961
 RZ0961.Superseded values are not recommended for survey control.
 RZ0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0961.See file dsdata.txt to determine how the superseded data were derived.
 RZ0961
 RZ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM954227(NAD 83)
 RZ0961_MARKER: DB = BENCH MARK DISK
 RZ0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0961_STAMPING: B 46 1934
 RZ0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0961+STABILITY: SURFACE MOTION
 RZ0961
 RZ0961  HISTORY     - Date     Condition        Report By
 RZ0961  HISTORY     - 1934     MONUMENTED       CGS
 RZ0961  HISTORY     - 1962     MARK NOT FOUND   NGS
 RZ0961
 RZ0961                          STATION DESCRIPTION
 RZ0961
 RZ0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RZ0961'8.8 MI S FROM ASOTIN.
 RZ0961'ABOUT 8.8 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 RZ0961'ASOTIN, ASOTIN COUNTY, AT THE JUNCTION OF A PRIVATE ROAD LEADING EAST
 RZ0961'TO A FARM HOUSE, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19.8
 RZ0961'FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 2.2 FEET NORTH OF A WHITE
 RZ0961'WOODEN WITNESS POST, 1.5 FEET WEST OF THE EAST RIGHT OF WAY FENCE, AND
 RZ0961'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0253 ***********************************************************************
 SY0253  DESIGNATION -  B 460
 SY0253  PID         -  SY0253
 SY0253  STATE/COUNTY-  WA/KING
 SY0253  USGS QUAD   -  POVERTY BAY (1994)
 SY0253
 SY0253                         *CURRENT SURVEY CONTROL
 SY0253  ___________________________________________________________________
 SY0253* NAD 83(1986)-  47 32 51.     (N)    122 18 50.     (W)     SCALED    
 SY0253* NAVD 88     -         8.352  (meters)      27.40   (feet)  ADJUSTED  
 SY0253  ___________________________________________________________________
 SY0253  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SY0253  DYNAMIC HT  -           8.353 (meters)      27.40  (feet)  COMP
 SY0253  MODELED GRAV-     980,734.0   (mgal)                       NAVD 88
 SY0253
 SY0253  VERT ORDER  -  FIRST     CLASS I
 SY0253
 SY0253.The horizontal coordinates were scaled from a topographic map and have
 SY0253.an estimated accuracy of +/- 6 seconds.
 SY0253
 SY0253.The orthometric height was determined by differential leveling
 SY0253.and adjusted by the National Geodetic Survey in June 1991..
 SY0253
 SY0253.The geoid height was determined by GEOID03.
 SY0253
 SY0253.The dynamic height is computed by dividing the NAVD 88
 SY0253.geopotential number by the normal gravity value computed on the
 SY0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0253.degrees latitude (g = 980.6199 gals.).
 SY0253
 SY0253.The modeled gravity was interpolated from observed gravity values.
 SY0253
 SY0253;                    North         East    Units  Estimated Accuracy
 SY0253;SPC WA N     -    61,940.      388,560.      MT  (+/- 180 meters Scaled)
 SY0253
 SY0253                          SUPERSEDED SURVEY CONTROL
 SY0253
 SY0253  NGVD 29 (??/??/??)    7.262  (m)           23.83   (f) ADJUSTED    1 1
 SY0253
 SY0253.Superseded values are not recommended for survey control.
 SY0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0253.See file dsdata.txt to determine how the superseded data were derived.
 SY0253
 SY0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET516662(NAD 83)
 SY0253_MARKER: DB = BENCH MARK DISK
 SY0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0253_SP_SET: PIER
 SY0253_STAMPING: B 460 1973
 SY0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0253+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 SY0253
 SY0253  HISTORY     - Date     Condition        Report By
 SY0253  HISTORY     - 1973     MONUMENTED       NGS
 SY0253  HISTORY     - 20060427 GOOD             USPSQD
 SY0253
 SY0253                          STATION DESCRIPTION
 SY0253
 SY0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0253'3.65 MI S FROM SEATTLE.
 SY0253'3.65 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC
 SY0253'RAILROAD FROM THE UNION STATION AT SEATTLE, AT THE SOUTH ALBRO PLACE
 SY0253'OVERPASS, 28.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 SY0253'SOUTHWESTERN MOST TRACK, 17 1/2 FEET NORTHEAST OF THE CENTERLINE OF
 SY0253'THE NORTHEAST LANES OF AIRPORT WAY SOUTH, SET VERTICALLY IN THE
 SY0253'NORTHEAST FACE OF THE NORTHWEST ONE OF THE FIRST ROW OF CONCRETE
 SY0253'SUPPORT PIERS NORTHEAST OF AIRPORT WAY AND SOUTHWEST OF THE TRACKS,
 SY0253'ABOUT 3 FEET HIGHER THAN THE TRACKS, ABOUT 6 1/2 FEET HIGHER THAN
 SY0253'AIRPORT WAY, AND ABOUT 3 1/2 FEET ABOVE THE GROUND.  SECTION 20, T
 SY0253'24N, R 4E.
 SY0253
 SY0253                          STATION RECOVERY (2006)
 SY0253
 SY0253'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0253'PAINTED OVER WITH GRAFFITI BUT READABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0696 ***********************************************************************
 SY0696  DESIGNATION -  B 461
 SY0696  PID         -  SY0696
 SY0696  STATE/COUNTY-  WA/THURSTON
 SY0696  USGS QUAD   -  TUMWATER (1994)
 SY0696
 SY0696                         *CURRENT SURVEY CONTROL
 SY0696  ___________________________________________________________________
 SY0696* NAD 83(1986)-  47 02 21.     (N)    122 53 36.     (W)     SCALED    
 SY0696* NAVD 88     -         7.350  (meters)      24.11   (feet)  ADJUSTED  
 SY0696  ___________________________________________________________________
 SY0696  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SY0696  DYNAMIC HT  -           7.351 (meters)      24.12  (feet)  COMP
 SY0696  MODELED GRAV-     980,803.5   (mgal)                       NAVD 88
 SY0696
 SY0696  VERT ORDER  -  FIRST     CLASS I
 SY0696
 SY0696.The horizontal coordinates were scaled from a topographic map and have
 SY0696.an estimated accuracy of +/- 6 seconds.
 SY0696
 SY0696.The orthometric height was determined by differential leveling
 SY0696.and adjusted by the National Geodetic Survey in June 1991..
 SY0696
 SY0696.The geoid height was determined by GEOID03.
 SY0696
 SY0696.The dynamic height is computed by dividing the NAVD 88
 SY0696.geopotential number by the normal gravity value computed on the
 SY0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0696.degrees latitude (g = 980.6199 gals.).
 SY0696
 SY0696.The modeled gravity was interpolated from observed gravity values.
 SY0696
 SY0696;                    North         East    Units  Estimated Accuracy
 SY0696;SPC WA S     -   192,370.      318,140.      MT  (+/- 180 meters Scaled)
 SY0696
 SY0696                          SUPERSEDED SURVEY CONTROL
 SY0696
 SY0696  NGVD 29 (05/16/90)    6.313  (m)           20.71   (f) ADJUSTED    1 1
 SY0696
 SY0696.Superseded values are not recommended for survey control.
 SY0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0696.See file dsdata.txt to determine how the superseded data were derived.
 SY0696
 SY0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET081095(NAD 83)
 SY0696_MARKER: DB = BENCH MARK DISK
 SY0696_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SY0696_SP_SET: PIER
 SY0696_STAMPING: B 461 1973
 SY0696_MARK LOGO: NGS   
 SY0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0696
 SY0696  HISTORY     - Date     Condition        Report By
 SY0696  HISTORY     - 1973     MONUMENTED       NGS
 SY0696  HISTORY     - 1983     GOOD             USPSQD
 SY0696  HISTORY     - 1987     GOOD             NGS
 SY0696  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 SY0696
 SY0696                          STATION DESCRIPTION
 SY0696
 SY0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0696'IN OLYMPIA.
 SY0696'AT OLYMPIA, 0.1 MILE WEST ALONG UNION AVENUE FROM THE JUNCTION OF PLUM
 SY0696'STREET, AT THE BURLINGTON-NORTHERN RAILROAD OVERPASS OVER THE AVENUE,
 SY0696'SET VERTICALLY IN THE SOUTH FACE OF THE FIRST CONCRETE PIER NORTH OF
 SY0696'THE AVENUE, 5.2 FEET NORTH OF THE NORTH CURB OF THE AVENUE, 3.3 FEET
 SY0696'HIGHER THAN THE AVENUE, AND 3.7 FEET ABOVE THE SIDEWALK.  T 18N, R 2W.
 SY0696
 SY0696                          STATION RECOVERY (1983)
 SY0696
 SY0696'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0696'RECOVERED IN GOOD CONDITION.
 SY0696
 SY0696                          STATION RECOVERY (1987)
 SY0696
 SY0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SY0696'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 SY0696'ADD-- 0.31 M (1.0 FT) WEST OF THE EAST END OF THE CONCRETE PIER.
 SY0696
 SY0696                          STATION RECOVERY (2006)
 SY0696
 SY0696'RECOVERY NOTE BY US POWER SQUADRON 2006 (KK)
 SY0696'NOT FOUND.  THERE IS NO LONGER AN OVERPASS AT THIS LOCATION, UNION
 SY0696'AVENUE NOW INTERSECTS THE BURLINGTON NORTHERN TRACKS AT TRACK LEVEL.
 SY0696'STATION WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5716 ***********************************************************************
 SY5716  DESIGNATION -  B 461 RESET
 SY5716  PID         -  SY5716
 SY5716  STATE/COUNTY-  WA/THURSTON
 SY5716  USGS QUAD   -  TUMWATER (1994)
 SY5716
 SY5716                         *CURRENT SURVEY CONTROL
 SY5716  ___________________________________________________________________
 SY5716* NAD 83(1986)-  47 02 21.     (N)    122 53 36.     (W)     SCALED    
 SY5716* NAVD 88     -         6.95   (meters)      22.8    (feet)  RESET     
 SY5716  ___________________________________________________________________
 SY5716  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SY5716
 SY5716  VERT ORDER  -  THIRD
 SY5716
 SY5716.The horizontal coordinates were scaled from a topographic map and have
 SY5716.an estimated accuracy of +/- 6 seconds.
 SY5716
 SY5716.The orthometric height was computed from unverified reset data.
 SY5716.No vertical observational check was made to the station.
 SY5716
 SY5716.The geoid height was determined by GEOID03.
 SY5716
 SY5716;                    North         East    Units  Estimated Accuracy
 SY5716;SPC WA S     -   192,370.      318,140.      MT  (+/- 180 meters Scaled)
 SY5716
 SY5716                          SUPERSEDED SURVEY CONTROL
 SY5716
 SY5716  NGVD 29 (12/17/02)    5.91   (m)           19.4    (f) RESET       3  
 SY5716
 SY5716.Superseded values are not recommended for survey control.
 SY5716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5716.See file dsdata.txt to determine how the superseded data were derived.
 SY5716
 SY5716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET081095(NAD 83)
 SY5716_MARKER: DV = VERTICAL CONTROL DISK
 SY5716_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY5716_SP_SET: SIDEWALK
 SY5716_STAMPING: B 461 RESET 1987
 SY5716_MARK LOGO: NGS   
 SY5716_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5716+SATELLITE: SATELLITE OBSERVATIONS - 1987
 SY5716
 SY5716  HISTORY     - Date     Condition        Report By
 SY5716  HISTORY     - 1987     MONUMENTED       NGS
 SY5716  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 SY5716
 SY5716                          STATION DESCRIPTION
 SY5716
 SY5716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SY5716'THE STATION IS LOCATED IN THE CITY OF OLYMPIA NEAR THE INTERSECTION OF
 SY5716'UNION AVENUE AND JEFFERSON STREET AND ON CITY PROPERTY.
 SY5716'TO REACH FROM THE POST OFFICE IN OLYMPIA, GO SOUTH ON JEFFERSON STREET
 SY5716'FOR 0.16 KM (0.10 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON UNION
 SY5716'STREET FOR 0.16 KM (0.10 MI) TO A DRIVEWAY ON THE LEFT.  TURN LEFT
 SY5716'AND GO NORTH ON THE DRIVEWAY FOR 0.08 KM (0.05 MI) TO THE MARK ON THE
 SY5716'LEFT,  IN THE SIDEWALK AT THE SOUTHWEST CORNER OF THE BUILDING, 1.0 M
 SY5716'(3.3 FT) NORTH AND 0.3 M (1.0 FT) WEST OF THE CORNER OF THE BUILDING.
 SY5716
 SY5716                          STATION RECOVERY (2006)
 SY5716
 SY5716'RECOVERY NOTE BY US POWER SQUADRON 2006 (KK)
 SY5716'FOUND A SMALL CONCRETE PATCH AT LOCATION SLIGHTLY LARGER THAN A
 SY5716'STATION MARK.  COULD NOT DETERMINE IF MARK WAS COVERED OR REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0505 ***********************************************************************
 SY0505  DESIGNATION -  B 462
 SY0505  PID         -  SY0505
 SY0505  STATE/COUNTY-  WA/KING
 SY0505  USGS QUAD   -  AUBURN (1994)
 SY0505
 SY0505                         *CURRENT SURVEY CONTROL
 SY0505  ___________________________________________________________________
 SY0505* NAD 83(1986)-  47 18 00.     (N)    122 10 50.     (W)     SCALED    
 SY0505* NAVD 88     -        25.212  (meters)      82.72   (feet)  ADJUSTED  
 SY0505  ___________________________________________________________________
 SY0505  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SY0505  DYNAMIC HT  -          25.215 (meters)      82.73  (feet)  COMP
 SY0505  MODELED GRAV-     980,731.7   (mgal)                       NAVD 88
 SY0505
 SY0505  VERT ORDER  -  FIRST     CLASS I
 SY0505
 SY0505.The horizontal coordinates were scaled from a topographic map and have
 SY0505.an estimated accuracy of +/- 6 seconds.
 SY0505
 SY0505.The orthometric height was determined by differential leveling
 SY0505.and adjusted by the National Geodetic Survey in June 1991..
 SY0505
 SY0505.The geoid height was determined by GEOID03.
 SY0505
 SY0505.The dynamic height is computed by dividing the NAVD 88
 SY0505.geopotential number by the normal gravity value computed on the
 SY0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0505.degrees latitude (g = 980.6199 gals.).
 SY0505
 SY0505.The modeled gravity was interpolated from observed gravity values.
 SY0505
 SY0505;                    North         East    Units  Estimated Accuracy
 SY0505;SPC WA N     -    34,250.      398,110.      MT  (+/- 180 meters Scaled)
 SY0505
 SY0505                          SUPERSEDED SURVEY CONTROL
 SY0505
 SY0505  NGVD 29 (??/??/??)   24.138  (m)           79.19   (f) ADJUSTED    1 1
 SY0505
 SY0505.Superseded values are not recommended for survey control.
 SY0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0505.See file dsdata.txt to determine how the superseded data were derived.
 SY0505
 SY0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET619388(NAD 83)
 SY0505_MARKER: DB = BENCH MARK DISK
 SY0505_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SY0505_SP_SET: SUPPORT COLUMN FOR BRIDGE
 SY0505_STAMPING: B 462 1973
 SY0505_MARK LOGO: CGS   
 SY0505_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0505+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 SY0505
 SY0505  HISTORY     - Date     Condition        Report By
 SY0505  HISTORY     - 1973     MONUMENTED       NGS
 SY0505  HISTORY     - 1983     GOOD             NGS
 SY0505  HISTORY     - 1988     GOOD             USPSQD
 SY0505  HISTORY     - 19950121 GOOD             NOS
 SY0505  HISTORY     - 20041207 GOOD             WADT
 SY0505
 SY0505                          STATION DESCRIPTION
 SY0505
 SY0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0505'1.7 MI E FROM EAST AUBURN.
 SY0505'1.7 MILES EAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE STATION
 SY0505'AT EAST AUBURN, AT STATE HIGHWAY 18 OVERPASS OVER THE RAILROAD, SET
 SY0505'VERTICALLY IN THE SOUTH FACE OF THE EAST ONE OF THE FIRST ROW OF
 SY0505'CONCRETE PILLARS NORTH OF THE TRACK, 24.1 FEET NORTH OF THE NORTH
 SY0505'RAIL, ABOUT LEVEL WITH THE TRACK AND 3.5 FEET ABOVE THE GROUND.
 SY0505'SECTION 21, T 21N, R 5E.
 SY0505
 SY0505                          STATION RECOVERY (1983)
 SY0505
 SY0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SY0505'RECOVERED IN GOOD CONDITION.
 SY0505
 SY0505                          STATION RECOVERY (1988)
 SY0505
 SY0505'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0505'RECOVERED IN GOOD CONDITION.
 SY0505
 SY0505                          STATION RECOVERY (1995)
 SY0505
 SY0505'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JGF)
 SY0505'RECOVERED AS DESCRIBED.  THE BRIDGE IS BEING REBUILT, WIDENED, AND A
 SY0505'NEW CONCRETE PILLAR HAS BEEN ADDED EAST OF THE ONE WITH THE MARK
 SY0505'MAKING IT THE SECOND PILLAR FROM THE EAST.
 SY0505
 SY0505                          STATION RECOVERY (2004)
 SY0505
 SY0505'RECOVERY NOTE BY WA DEPT OF TRANSP 2004 (RFT)
 SY0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0768 ***********************************************************************
 SX0768  DESIGNATION -  B 463
 SX0768  PID         -  SX0768
 SX0768  STATE/COUNTY-  WA/KING
 SX0768  USGS QUAD   -  EAGLE GORGE (1993)
 SX0768
 SX0768                         *CURRENT SURVEY CONTROL
 SX0768  ___________________________________________________________________
 SX0768* NAD 83(1986)-  47 17 39.     (N)    121 49 21.     (W)     SCALED    
 SX0768* NAVD 88     -       293.434  (meters)     962.71   (feet)  ADJUSTED  
 SX0768  ___________________________________________________________________
 SX0768  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SX0768  DYNAMIC HT  -         293.456 (meters)     962.78  (feet)  COMP
 SX0768  MODELED GRAV-     980,679.8   (mgal)                       NAVD 88
 SX0768
 SX0768  VERT ORDER  -  FIRST     CLASS I
 SX0768
 SX0768.The horizontal coordinates were scaled from a topographic map and have
 SX0768.an estimated accuracy of +/- 6 seconds.
 SX0768
 SX0768.The orthometric height was determined by differential leveling
 SX0768.and adjusted by the National Geodetic Survey in June 1991..
 SX0768
 SX0768.The geoid height was determined by GEOID03.
 SX0768
 SX0768.The dynamic height is computed by dividing the NAVD 88
 SX0768.geopotential number by the normal gravity value computed on the
 SX0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0768.degrees latitude (g = 980.6199 gals.).
 SX0768
 SX0768.The modeled gravity was interpolated from observed gravity values.
 SX0768
 SX0768;                    North         East    Units  Estimated Accuracy
 SX0768;SPC WA N     -    33,190.      425,180.      MT  (+/- 180 meters Scaled)
 SX0768
 SX0768                          SUPERSEDED SURVEY CONTROL
 SX0768
 SX0768  NGVD 29 (??/??/92)  293.328  (m)          962.36   (f) ADJ UNCH    1 1
 SX0768
 SX0768.Superseded values are not recommended for survey control.
 SX0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0768.See file dsdata.txt to determine how the superseded data were derived.
 SX0768
 SX0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET890385(NAD 83)
 SX0768_MARKER: DB = BENCH MARK DISK
 SX0768_SETTING: 66 = SET IN ROCK OUTCROP
 SX0768_SP_SET: OUTCROP
 SX0768_STAMPING: B 463 1973
 SX0768_MARK LOGO: NGS   
 SX0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0768+STABILITY: POSITION/ELEVATION WELL
 SX0768
 SX0768  HISTORY     - Date     Condition        Report By
 SX0768  HISTORY     - 1973     MONUMENTED       NGS
 SX0768  HISTORY     - 1982     GOOD             NGS
 SX0768
 SX0768                          STATION DESCRIPTION
 SX0768
 SX0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SX0768'4.75 MI SE FROM KANASKAT.
 SX0768'0.85 MILE SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SX0768'STATION AT KANASKAT, THENCE 3.9 MILES SOUTHEAST ALONG SE GREEN RIVER
 SX0768'HEADWORKS ROAD, AT THE EAST END OF A LONG ROCK CUT, SET VERTICALLY IN
 SX0768'THE SOUTH FACE OF AN OUTCROP IN THE CUT, 23 FEET NORTH OF THE CENTER
 SX0768'LINE OF THE ROAD, 70.9 FEET EAST-NORTHEAST AND ACROSS THE ROAD FROM
 SX0768'POWER POLE 56 WITH A GUY WIRE, 7 FEET WEST OF A TELEPHONE POLE, ABOUT
 SX0768'5 FEET HIGHER THAN THE ROAD AND 1.5 FEET ABOVE THE GROUND.  SECTION
 SX0768'20, T 21N, R 8E.
 SX0768
 SX0768                          STATION RECOVERY (1982)
 SX0768
 SX0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1244 ***********************************************************************
 SY1244  DESIGNATION -  B 464
 SY1244  PID         -  SY1244
 SY1244  STATE/COUNTY-  WA/MASON
 SY1244  USGS QUAD   -  LILLIWAUP (1985)
 SY1244
 SY1244                         *CURRENT SURVEY CONTROL
 SY1244  ___________________________________________________________________
 SY1244* NAD 83(1986)-  47 27 26.     (N)    123 06 46.     (W)     SCALED    
 SY1244* NAVD 88     -         4.069  (meters)      13.35   (feet)  ADJUSTED  
 SY1244  ___________________________________________________________________
 SY1244  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SY1244  DYNAMIC HT  -           4.070 (meters)      13.35  (feet)  COMP
 SY1244  MODELED GRAV-     980,813.5   (mgal)                       NAVD 88
 SY1244
 SY1244  VERT ORDER  -  FIRST     CLASS I
 SY1244
 SY1244.The horizontal coordinates were scaled from a topographic map and have
 SY1244.an estimated accuracy of +/- 6 seconds.
 SY1244
 SY1244.The orthometric height was determined by differential leveling
 SY1244.and adjusted by the National Geodetic Survey in June 1991..
 SY1244
 SY1244.The geoid height was determined by GEOID03.
 SY1244
 SY1244.The dynamic height is computed by dividing the NAVD 88
 SY1244.geopotential number by the normal gravity value computed on the
 SY1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1244.degrees latitude (g = 980.6199 gals.).
 SY1244
 SY1244.The modeled gravity was interpolated from observed gravity values.
 SY1244
 SY1244;                    North         East    Units  Estimated Accuracy
 SY1244;SPC WA S     -   239,350.      303,010.      MT  (+/- 180 meters Scaled)
 SY1244
 SY1244                          SUPERSEDED SURVEY CONTROL
 SY1244
 SY1244  NGVD 29 (??/??/??)    2.998  (m)            9.84   (f) ADJUSTED    1 1
 SY1244
 SY1244.Superseded values are not recommended for survey control.
 SY1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1244.See file dsdata.txt to determine how the superseded data were derived.
 SY1244
 SY1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT914559(NAD 83)
 SY1244_MARKER: DB = BENCH MARK DISK
 SY1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1244_SP_SET: CULVERT
 SY1244_STAMPING: B 464 1973
 SY1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1244
 SY1244  HISTORY     - Date     Condition        Report By
 SY1244  HISTORY     - 1973     MONUMENTED       NGS
 SY1244  HISTORY     - 1987     GOOD             USPSQD
 SY1244  HISTORY     - 1988     GOOD             USPSQD
 SY1244  HISTORY     - 1989     GOOD             USPSQD
 SY1244  HISTORY     - 1990     GOOD             USPSQD
 SY1244
 SY1244                          STATION DESCRIPTION
 SY1244
 SY1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1244'0.35 MI S FROM LILLIWAUP.
 SY1244'0.35 MILE SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1244'LILLIWAUP, AT THE CROSSING OF A CREEK, ON THE INSIDE OF A CURVE, IN
 SY1244'THE TOP AND 1.1 FET SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 SY1244'CONCRETE HEADWALL OF A 5 1/2- BY 5 1/2-FOOT CONCRETE BOX CULVERT, 17
 SY1244'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 162 FEET SOUTHWEST
 SY1244'OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD WEST, 210.7 FEET
 SY1244'NORTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE 99-N137 BEARING A
 SY1244'TRANSFORMER, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  SECTION 30, T
 SY1244'23N, R 3W.
 SY1244
 SY1244                          STATION RECOVERY (1987)
 SY1244
 SY1244'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1244'RECOVERED IN GOOD CONDITION.
 SY1244
 SY1244                          STATION RECOVERY (1988)
 SY1244
 SY1244'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1244'RECOVERED IN GOOD CONDITION.
 SY1244
 SY1244                          STATION RECOVERY (1989)
 SY1244
 SY1244'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1244'RECOVERED IN GOOD CONDITION.
 SY1244
 SY1244                          STATION RECOVERY (1990)
 SY1244
 SY1244'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1176 ***********************************************************************
 SY1176  DESIGNATION -  B 465
 SY1176  PID         -  SY1176
 SY1176  STATE/COUNTY-  WA/JEFFERSON
 SY1176  USGS QUAD   -  BRINNON (1985)
 SY1176
 SY1176                         *CURRENT SURVEY CONTROL
 SY1176  ___________________________________________________________________
 SY1176* NAD 83(1986)-  47 42 27.     (N)    122 53 35.     (W)     SCALED    
 SY1176* NAVD 88     -        21.003  (meters)      68.91   (feet)  ADJUSTED  
 SY1176  ___________________________________________________________________
 SY1176  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SY1176  DYNAMIC HT  -          21.008 (meters)      68.92  (feet)  COMP
 SY1176  MODELED GRAV-     980,845.1   (mgal)                       NAVD 88
 SY1176
 SY1176  VERT ORDER  -  FIRST     CLASS I
 SY1176
 SY1176.The horizontal coordinates were scaled from a topographic map and have
 SY1176.an estimated accuracy of +/- 6 seconds.
 SY1176
 SY1176.The orthometric height was determined by differential leveling
 SY1176.and adjusted by the National Geodetic Survey in June 1991..
 SY1176
 SY1176.The geoid height was determined by GEOID03.
 SY1176
 SY1176.The dynamic height is computed by dividing the NAVD 88
 SY1176.geopotential number by the normal gravity value computed on the
 SY1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1176.degrees latitude (g = 980.6199 gals.).
 SY1176
 SY1176.The modeled gravity was interpolated from observed gravity values.
 SY1176
 SY1176;                    North         East    Units  Estimated Accuracy
 SY1176;SPC WA N     -    80,730.      345,450.      MT  (+/- 180 meters Scaled)
 SY1176
 SY1176                          SUPERSEDED SURVEY CONTROL
 SY1176
 SY1176  NGVD 29 (??/??/??)   19.915  (m)           65.34   (f) ADJUSTED    1 1
 SY1176
 SY1176.Superseded values are not recommended for survey control.
 SY1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1176.See file dsdata.txt to determine how the superseded data were derived.
 SY1176
 SY1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET080837(NAD 83)
 SY1176_MARKER: DB = BENCH MARK DISK
 SY1176_SETTING: 66 = SET IN ROCK OUTCROP
 SY1176_SP_SET: ROCK BASE
 SY1176_STAMPING: B 465 1973
 SY1176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY1176+STABILITY: POSITION/ELEVATION WELL
 SY1176
 SY1176  HISTORY     - Date     Condition        Report By
 SY1176  HISTORY     - 1973     MONUMENTED       NGS
 SY1176  HISTORY     - 20060526 MARK NOT FOUND   USPSQD
 SY1176
 SY1176                          STATION DESCRIPTION
 SY1176
 SY1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1176'1.25 MI N FROM BRINNON.
 SY1176'1.25 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE DOSEWALLIPS RIVER
 SY1176'BRIDGE AT BRINNON, AT THE JUNCTION OF AN ASPHALT ROAD LEADING EAST TO
 SY1176'SEAL ROCK, 42 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 49 1/2 FEET
 SY1176'NORTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING EAST, IN THE TOP
 SY1176'OF A LEDGE OF ROCK OUTCROP, 99.0 FEET WEST-SOUTHWEST OF AND ACROSS THE
 SY1176'HIGHWAY FROM THE SOUTHWEST CORNER OF THE CONCRETE AND ROCK BASE OF A
 SY1176'LARGE OLYMPIC NATIONAL FOREST CAMPGROUND SIGN, 0.9 FOOT NORTH OF A
 SY1176'WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY. SECTION 35 2,
 SY1176'T26N, R2W.
 SY1176
 SY1176                          STATION RECOVERY (2006)
 SY1176
 SY1176'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SY1176'A SURVEY MARKER PLACED BY WSDOT (WASHINGTON STATE DEPARTMENT OF
 SY1176'TRANSPORTATION) WAS FOUND. THE WITNESS POST IS MISSING AND THE STATION
 SY1176'WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0596 ***********************************************************************
 TR0596  DESIGNATION -  B 466
 TR0596  PID         -  TR0596
 TR0596  STATE/COUNTY-  WA/JEFFERSON
 TR0596  USGS QUAD   -  GARDINER (1985)
 TR0596
 TR0596                         *CURRENT SURVEY CONTROL
 TR0596  ___________________________________________________________________
 TR0596* NAD 83(1986)-  48 03 01.     (N)    122 56 38.     (W)     SCALED    
 TR0596* NAVD 88     -       104.908  (meters)     344.19   (feet)  ADJUSTED  
 TR0596  ___________________________________________________________________
 TR0596  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 TR0596  DYNAMIC HT  -         104.932 (meters)     344.26  (feet)  COMP
 TR0596  MODELED GRAV-     980,839.9   (mgal)                       NAVD 88
 TR0596
 TR0596  VERT ORDER  -  FIRST     CLASS I
 TR0596
 TR0596.The horizontal coordinates were scaled from a topographic map and have
 TR0596.an estimated accuracy of +/- 6 seconds.
 TR0596
 TR0596.The orthometric height was determined by differential leveling
 TR0596.and adjusted by the National Geodetic Survey in June 1991..
 TR0596
 TR0596.The geoid height was determined by GEOID03.
 TR0596
 TR0596.The dynamic height is computed by dividing the NAVD 88
 TR0596.geopotential number by the normal gravity value computed on the
 TR0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0596.degrees latitude (g = 980.6199 gals.).
 TR0596
 TR0596.The modeled gravity was interpolated from observed gravity values.
 TR0596
 TR0596;                    North         East    Units  Estimated Accuracy
 TR0596;SPC WA N     -   118,930.      342,680.      MT  (+/- 180 meters Scaled)
 TR0596
 TR0596                          SUPERSEDED SURVEY CONTROL
 TR0596
 TR0596  NGVD 29 (??/??/??)  103.773  (m)          340.46   (f) ADJUSTED    1 1
 TR0596
 TR0596.Superseded values are not recommended for survey control.
 TR0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0596.See file dsdata.txt to determine how the superseded data were derived.
 TR0596
 TR0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU041218(NAD 83)
 TR0596_MARKER: DB = BENCH MARK DISK
 TR0596_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TR0596+WITH SETTING: INTO GROUND
 TR0596_STAMPING: B 466 1974
 TR0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0596+STABILITY: SURFACE MOTION
 TR0596
 TR0596  HISTORY     - Date     Condition        Report By
 TR0596  HISTORY     - 1974     MONUMENTED       NGS
 TR0596
 TR0596                          STATION DESCRIPTION
 TR0596
 TR0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0596'10.4 MI E FROM SEQUIM.
 TR0596'10.4 MILES EAST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF SEQUIM
 TR0596'AVENUE AT SEQUIM, 0.35 MILE EAST OF THE JUNCTION OF DIAMOND POINT ROAD
 TR0596'AND CHICKEN COOP ROAD LEADING SOUTH, 0.3 MILE EAST OF THE
 TR0596'CLALLAM-JEFFERSON COUNTY LINES, 0.1 MILE WEST OF HIGHWAY MILEPOST 275,
 TR0596'AT THE WEST END OF A CUT, 39 1/2 FEET NORTH OF THE CENTER LINE OF THE
 TR0596'HIGHWAY, 20 FEET EAST OF THE EAST EDGE OF A TURN-OUT, 2.0 FEET EAST OF
 TR0596'A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, A DISK ON THE
 TR0596'TOP OF A 5.8-INCH COPPER COATED STEEL ROAD WHICH IS 4 FEET LONG AND
 TR0596'HAS A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN
 TR0596'CONCRETE PORJECTIN 0.2 FOOT ABOVE THE GROUND.OUND. SECTION 33, T 30N,
 TR0596'R 2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0810 ***********************************************************************
 TR0810  DESIGNATION -  B 467
 TR0810  PID         -  TR0810
 TR0810  STATE/COUNTY-  WA/CLALLAM
 TR0810  USGS QUAD   -  MORSE CREEK (1985)
 TR0810
 TR0810                         *CURRENT SURVEY CONTROL
 TR0810  ___________________________________________________________________
 TR0810* NAD 83(1986)-  48 05 50.     (N)    123 19 45.     (W)     SCALED    
 TR0810* NAVD 88     -        84.691  (meters)     277.86   (feet)  ADJUSTED  
 TR0810  ___________________________________________________________________
 TR0810  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 TR0810  DYNAMIC HT  -          84.710 (meters)     277.92  (feet)  COMP
 TR0810  MODELED GRAV-     980,838.6   (mgal)                       NAVD 88
 TR0810
 TR0810  VERT ORDER  -  FIRST     CLASS I
 TR0810
 TR0810.The horizontal coordinates were scaled from a topographic map and have
 TR0810.an estimated accuracy of +/- 6 seconds.
 TR0810
 TR0810.The orthometric height was determined by differential leveling
 TR0810.and adjusted by the National Geodetic Survey in June 1991..
 TR0810
 TR0810.The geoid height was determined by GEOID03.
 TR0810
 TR0810.The dynamic height is computed by dividing the NAVD 88
 TR0810.geopotential number by the normal gravity value computed on the
 TR0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0810.degrees latitude (g = 980.6199 gals.).
 TR0810
 TR0810.The modeled gravity was interpolated from observed gravity values.
 TR0810
 TR0810;                    North         East    Units  Estimated Accuracy
 TR0810;SPC WA N     -   125,010.      314,140.      MT  (+/- 180 meters Scaled)
 TR0810
 TR0810                          SUPERSEDED SURVEY CONTROL
 TR0810
 TR0810  NGVD 29 (??/??/??)   83.559  (m)          274.14   (f) ADJUSTED    1 1
 TR0810
 TR0810.Superseded values are not recommended for survey control.
 TR0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0810.See file dsdata.txt to determine how the superseded data were derived.
 TR0810
 TR0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU754271(NAD 83)
 TR0810_MARKER: DB = BENCH MARK DISK
 TR0810_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TR0810_SP_SET: 24 FEET
 TR0810_STAMPING: B 467 1974
 TR0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0810
 TR0810  HISTORY     - Date     Condition        Report By
 TR0810  HISTORY     - 1974     MONUMENTED       NGS
 TR0810  HISTORY     - 19910703 GOOD             USPSQD
 TR0810
 TR0810                          STATION DESCRIPTION
 TR0810
 TR0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0810'5.8 MI E FROM PORT ANGELES.
 TR0810'5.8 MILES EAST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF LINCOLN
 TR0810'STREET AT PORT ANGELES, 0.25 MILE WEST OF THE JUNCTION OF LAKE FARM
 TR0810'ROAD, AT THE JUNCTION OF BAGLEY CREEK ROAD LEADING SOUTH, 414 FEET
 TR0810'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 172 FEET NORTH OF THE CENTER
 TR0810'OF A FIRE HYDRANT, 14 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 7
 TR0810'1/2 FEET NORTH OF THE NORTH END OF A GATE, 2 1/2 FEET SOUTH OF THE 3RD
 TR0810'POWER LINE POLE SOUTH OF THE HIGHWAY, 2.5 FEET EAST OF A FENCE, 1.5
 TR0810'FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, A
 TR0810'DISK ON THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD DRIVEN TO SUDDEN
 TR0810'REFUSAL AT A DEPTH OF 24 FEET.  THE UPPER PORTION OF THE ROD IS
 TR0810'ENCASED IN CONCRETE PROJECTING 0.1 FOOT ABOVE THE GROUND.  SECTION 16,
 TR0810'T 30N, R 5W.
 TR0810
 TR0810                          STATION RECOVERY (1991)
 TR0810
 TR0810'RECOVERY NOTE BY US POWER SQUADRON 1991 (PES)
 TR0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0924 ***********************************************************************
 TR0924  DESIGNATION -  B 468
 TR0924  PID         -  TR0924
 TR0924  STATE/COUNTY-  WA/CLALLAM
 TR0924  USGS QUAD   -  LAKE SUTHERLAND (1985)
 TR0924
 TR0924                         *CURRENT SURVEY CONTROL
 TR0924  ___________________________________________________________________
 TR0924* NAD 83(1986)-  48 07 08.     (N)    123 39 49.     (W)     SCALED    
 TR0924* NAVD 88     -        79.283  (meters)     260.11   (feet)  ADJUSTED  
 TR0924  ___________________________________________________________________
 TR0924  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 TR0924  DYNAMIC HT  -          79.303 (meters)     260.18  (feet)  COMP
 TR0924  MODELED GRAV-     980,863.8   (mgal)                       NAVD 88
 TR0924
 TR0924  VERT ORDER  -  FIRST     CLASS I
 TR0924
 TR0924.The horizontal coordinates were scaled from a topographic map and have
 TR0924.an estimated accuracy of +/- 6 seconds.
 TR0924
 TR0924.The orthometric height was determined by differential leveling
 TR0924.and adjusted by the National Geodetic Survey in June 1991..
 TR0924
 TR0924.The geoid height was determined by GEOID03.
 TR0924
 TR0924.The dynamic height is computed by dividing the NAVD 88
 TR0924.geopotential number by the normal gravity value computed on the
 TR0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0924.degrees latitude (g = 980.6199 gals.).
 TR0924
 TR0924.The modeled gravity was interpolated from observed gravity values.
 TR0924
 TR0924;                    North         East    Units  Estimated Accuracy
 TR0924;SPC WA N     -   128,280.      289,340.      MT  (+/- 180 meters Scaled)
 TR0924
 TR0924                          SUPERSEDED SURVEY CONTROL
 TR0924
 TR0924  NGVD 29 (??/??/92)   78.164  (m)          256.44   (f) ADJ UNCH    1 1
 TR0924
 TR0924.Superseded values are not recommended for survey control.
 TR0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0924.See file dsdata.txt to determine how the superseded data were derived.
 TR0924
 TR0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU506297(NAD 83)
 TR0924_MARKER: DB = BENCH MARK DISK
 TR0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0924_SP_SET: GUARDRAIL BASE
 TR0924_STAMPING: B 468 1974
 TR0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0924
 TR0924  HISTORY     - Date     Condition        Report By
 TR0924  HISTORY     - 1974     MONUMENTED       NGS
 TR0924  HISTORY     - 1987     GOOD             USPSQD
 TR0924  HISTORY     - 1988     GOOD             USPSQD
 TR0924  HISTORY     - 1989     GOOD             USPSQD
 TR0924  HISTORY     - 19910716 GOOD             USPSQD
 TR0924
 TR0924                          STATION DESCRIPTION
 TR0924
 TR0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0924'3.6 MI SE FROM JOYCE.
 TR0924'ABOUT 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF
 TR0924'AGATE BEACH ROAD AT JOYCE, 0.15 MILE EAST OF THE INTERSECTION OF STATE
 TR0924'HIGHWAY 112 AND THOMPSON AND WASANKARI ROADS, AT A BRIDGE ACROSS SALT
 TR0924'CREEK, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE
 TR0924'WEST END OF THE NORTH CONCRETE GUARDRAIL BASE, AND 1/2 FOOT ABOVE THE
 TR0924'LEVEL OF THE HIGHWAY.  SEC. 2 T 30N R 8W.
 TR0924
 TR0924                          STATION RECOVERY (1987)
 TR0924
 TR0924'RECOVERY NOTE BY US POWER SQUADRON 1987 (HW)
 TR0924'RECOVERED IN GOOD CONDITION.
 TR0924
 TR0924                          STATION RECOVERY (1988)
 TR0924
 TR0924'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWB)
 TR0924'RECOVERED IN GOOD CONDITION.
 TR0924
 TR0924                          STATION RECOVERY (1989)
 TR0924
 TR0924'RECOVERY NOTE BY US POWER SQUADRON 1989 (PES)
 TR0924'RECOVERED IN GOOD CONDITION.
 TR0924
 TR0924                          STATION RECOVERY (1991)
 TR0924
 TR0924'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0072 ***********************************************************************
 TS0072  DESIGNATION -  B 469
 TS0072  PID         -  TS0072
 TS0072  STATE/COUNTY-  WA/CLALLAM
 TS0072  USGS QUAD   -  PYSHT (1984)
 TS0072
 TS0072                         *CURRENT SURVEY CONTROL
 TS0072  ___________________________________________________________________
 TS0072* NAD 83(1986)-  48 10 17.     (N)    124 01 25.     (W)     SCALED    
 TS0072* NAVD 88     -         7.420  (meters)      24.34   (feet)  ADJUSTED  
 TS0072  ___________________________________________________________________
 TS0072  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 TS0072  DYNAMIC HT  -           7.422 (meters)      24.35  (feet)  COMP
 TS0072  MODELED GRAV-     980,875.8   (mgal)                       NAVD 88
 TS0072
 TS0072  VERT ORDER  -  FIRST     CLASS I
 TS0072
 TS0072.The horizontal coordinates were scaled from a topographic map and have
 TS0072.an estimated accuracy of +/- 6 seconds.
 TS0072
 TS0072.The orthometric height was determined by differential leveling
 TS0072.and adjusted by the National Geodetic Survey in June 1991..
 TS0072
 TS0072.The geoid height was determined by GEOID03.
 TS0072
 TS0072.The dynamic height is computed by dividing the NAVD 88
 TS0072.geopotential number by the normal gravity value computed on the
 TS0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0072.degrees latitude (g = 980.6199 gals.).
 TS0072
 TS0072.The modeled gravity was interpolated from observed gravity values.
 TS0072
 TS0072;                    North         East    Units  Estimated Accuracy
 TS0072;SPC WA N     -   135,160.      262,800.      MT  (+/- 180 meters Scaled)
 TS0072
 TS0072                          SUPERSEDED SURVEY CONTROL
 TS0072
 TS0072  NGVD 29 (??/??/92)    6.300  (m)           20.67   (f) ADJ UNCH    1 1
 TS0072
 TS0072.Superseded values are not recommended for survey control.
 TS0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0072.See file dsdata.txt to determine how the superseded data were derived.
 TS0072
 TS0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU238358(NAD 83)
 TS0072_MARKER: DB = BENCH MARK DISK
 TS0072_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TS0072+WITH SETTING: INTO GROUND
 TS0072_STAMPING: B 469 1974
 TS0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0072+STABILITY: SURFACE MOTION
 TS0072
 TS0072  HISTORY     - Date     Condition        Report By
 TS0072  HISTORY     - 1974     MONUMENTED       NGS
 TS0072  HISTORY     - 1979     MARK NOT FOUND   NGS
 TS0072
 TS0072                          STATION DESCRIPTION
 TS0072
 TS0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0072'6.2 MI E FROM PYSHT.
 TS0072'ABOUT 6.2 MILES EAST ALONG STATE HIGHWAY 112 FROM THE ROAD JUNCTION AT
 TS0072'PYSHT, 0.15 MILE EAST OF DEEP CREEK, AT THE JUNCTION OF A GRAVELED
 TS0072'ROAD LEADING SOUTHWEST, 30 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 TS0072'HIGHWAY, 35 FEET EAST OF THE CENTER LINE OF GRAVELED ROAD SOUTHWEST,
 TS0072'NEAR THE CENTER OF A LONG TURN-OUT FOR HIGHWAY TRAFFIC, 87.8 FEET EAST
 TS0072'OF HIGHWAY MILEPOST 35, 1 1/2 FEET EAST OF TELEPHONE POLE E/57, 1.2
 TS0072'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS
 TS0072'A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD WITH BASE
 TS0072'PLATE ATTACHED.  THE DISK IS FLUSH WITH THE GROUND AND IS PROTECTED BY
 TS0072'A 4-INCH PLASTIC PIPE WHICH PROJECTS 0.2 FOOT AND IS REINFORCED WITH
 TS0072'CONCRETE NEAR THE SURFACE.  SEC. 20 T 31N R 10W.
 TS0072
 TS0072                          STATION RECOVERY (1979)
 TS0072
 TS0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TS0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1313 ***********************************************************************
 RZ1313  DESIGNATION -  B 47
 RZ1313  PID         -  RZ1313
 RZ1313  STATE/COUNTY-  WA/WHITMAN
 RZ1313  USGS QUAD   -  HAY (1981)
 RZ1313
 RZ1313                         *CURRENT SURVEY CONTROL
 RZ1313  ___________________________________________________________________
 RZ1313* NAD 83(1986)-  46 40 38.     (N)    117 57 48.     (W)     SCALED    
 RZ1313* NAVD 88     -       306.498  (meters)    1005.57   (feet)  ADJUSTED  
 RZ1313  ___________________________________________________________________
 RZ1313  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 RZ1313  DYNAMIC HT  -         306.497 (meters)    1005.57  (feet)  COMP
 RZ1313  MODELED GRAV-     980,604.2   (mgal)                       NAVD 88
 RZ1313
 RZ1313  VERT ORDER  -  SECOND    CLASS 0
 RZ1313
 RZ1313.The horizontal coordinates were scaled from a topographic map and have
 RZ1313.an estimated accuracy of +/- 6 seconds.
 RZ1313
 RZ1313.The orthometric height was determined by differential leveling
 RZ1313.and adjusted by the National Geodetic Survey in June 1991..
 RZ1313
 RZ1313.The geoid height was determined by GEOID03.
 RZ1313
 RZ1313.The dynamic height is computed by dividing the NAVD 88
 RZ1313.geopotential number by the normal gravity value computed on the
 RZ1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1313.degrees latitude (g = 980.6199 gals.).
 RZ1313
 RZ1313.The modeled gravity was interpolated from observed gravity values.
 RZ1313
 RZ1313;                    North         East    Units  Estimated Accuracy
 RZ1313;SPC WA S     -   152,490.      694,040.      MT  (+/- 180 meters Scaled)
 RZ1313
 RZ1313                          SUPERSEDED SURVEY CONTROL
 RZ1313
 RZ1313  NGVD 29 (??/??/92)  305.508  (m)         1002.32   (f) ADJ UNCH    2 0
 RZ1313
 RZ1313.Superseded values are not recommended for survey control.
 RZ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1313.See file dsdata.txt to determine how the superseded data were derived.
 RZ1313
 RZ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM263697(NAD 83)
 RZ1313_MARKER: DB = BENCH MARK DISK
 RZ1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1313_STAMPING: B 47 1934
 RZ1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1313+STABILITY: SURFACE MOTION
 RZ1313
 RZ1313  HISTORY     - Date     Condition        Report By
 RZ1313  HISTORY     - 1934     MONUMENTED       CGS
 RZ1313
 RZ1313                          STATION DESCRIPTION
 RZ1313
 RZ1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RZ1313'2.3 MI SW FROM HAY.
 RZ1313'2.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 RZ1313'AT HAY.  212 YARDS WEST OF MILEPOST 28, 260 YARDS EAST OF A FARM
 RZ1313'BUILDING NORTH OF THE TRACK, 28 FEET NORTH OF THE CENTERLINE OF THE
 RZ1313'TRACK, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  SET IN THE TOP OF
 RZ1313'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0141 ***********************************************************************
 TS0141  DESIGNATION -  B 470
 TS0141  PID         -  TS0141
 TS0141  STATE/COUNTY-  WA/CLALLAM
 TS0141  USGS QUAD   -  NEAH BAY (1984)
 TS0141
 TS0141                         *CURRENT SURVEY CONTROL
 TS0141  ___________________________________________________________________
 TS0141* NAD 83(1986)-  48 21 32.     (N)    124 33 18.     (W)     SCALED    
 TS0141* NAVD 88     -        34.627  (meters)     113.61   (feet)  ADJUSTED  
 TS0141  ___________________________________________________________________
 TS0141  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 TS0141  DYNAMIC HT  -          34.637 (meters)     113.64  (feet)  COMP
 TS0141  MODELED GRAV-     980,902.6   (mgal)                       NAVD 88
 TS0141
 TS0141  VERT ORDER  -  FIRST     CLASS I
 TS0141
 TS0141.The horizontal coordinates were scaled from a topographic map and have
 TS0141.an estimated accuracy of +/- 6 seconds.
 TS0141
 TS0141.The orthometric height was determined by differential leveling
 TS0141.and adjusted by the National Geodetic Survey in June 1991..
 TS0141
 TS0141.The geoid height was determined by GEOID03.
 TS0141
 TS0141.The dynamic height is computed by dividing the NAVD 88
 TS0141.geopotential number by the normal gravity value computed on the
 TS0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0141.degrees latitude (g = 980.6199 gals.).
 TS0141
 TS0141.The modeled gravity was interpolated from observed gravity values.
 TS0141
 TS0141;                    North         East    Units  Estimated Accuracy
 TS0141;SPC WA N     -   157,750.      224,320.      MT  (+/- 180 meters Scaled)
 TS0141
 TS0141                          SUPERSEDED SURVEY CONTROL
 TS0141
 TS0141  NGVD 29 (??/??/92)   33.491  (m)          109.88   (f) ADJ UNCH    1 1
 TS0141
 TS0141.Superseded values are not recommended for survey control.
 TS0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0141.See file dsdata.txt to determine how the superseded data were derived.
 TS0141
 TS0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU848573(NAD 83)
 TS0141_MARKER: DB = BENCH MARK DISK
 TS0141_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TS0141+WITH SETTING: INTO GROUND
 TS0141_STAMPING: B 470 1974
 TS0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0141+STABILITY: SURFACE MOTION
 TS0141
 TS0141  HISTORY     - Date     Condition        Report By
 TS0141  HISTORY     - 1974     MONUMENTED       NGS
 TS0141  HISTORY     - 1989     GOOD             USPSQD
 TS0141
 TS0141                          STATION DESCRIPTION
 TS0141
 TS0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0141'3.5 MI E FROM NEAH BAY.
 TS0141'ABOUT 3.5 MILES EAST ALONG BAYVIEW AVENUE FROM THE POST OFFICE AT NEAH
 TS0141'BAY, AT A POINT WHERE BAYVIEW AVENUE CONTINUES TO THE EAST AS STATE
 TS0141'HIGHWAY 112, AT THE JUNCTION OF A GRAVELED ROAD LEADING WEST AND UP
 TS0141'HILL TO NEAH BAY RADIO RANGE STATION, 66 1/2 FEET NORTH-NORTHEAST OF
 TS0141'THE CENTER LINE OF THE HIGHWAY, 100 FEET NORTH OF THE CENTER OF THE
 TS0141'JUNCTION, 93 FEET NORTH-NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 TS0141'HIGHWAY MILEPOST 0, 34 FEET EAST-SOUTHEAST OF A POINT BEING IN LINE
 TS0141'WITH 3 RADIO TOWERS THAT ARE ALIGNED IN A NORTH-NORTHEAST -
 TS0141'SOUTH-SOUTHWEST DIRECTION, 2 FEET NORTHWEST OF A TELEPHONE POLE, 1.0
 TS0141'FOOT SOUTHEAST OF A METAL WITNESS POST, AND IS A DISK ON TOP OF A
 TS0141'COPPER COATED STEEL ROD 4-FOOT IN LENGTH WITH A METAL BASE PLATE
 TS0141'ATTACHED.  THE DISK IS FLUSH WITH THE GROUND AND IS PROTECTED BY A
 TS0141'4-INCH METAL PIPE THAT IS FLUSH WITH THE GROUND AND IS REINFORCED WITH
 TS0141'CONCRETE NEAR THE SURFACE.  SECTION 17, T 33N, R 14W.
 TS0141
 TS0141                          STATION RECOVERY (1989)
 TS0141
 TS0141'RECOVERY NOTE BY US POWER SQUADRON 1989 (PES)
 TS0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0788 ***********************************************************************
 TR0788  DESIGNATION -  B 471
 TR0788  PID         -  TR0788
 TR0788  STATE/COUNTY-  WA/CLALLAM
 TR0788  USGS QUAD   -  EDIZ HOOK (1978)
 TR0788
 TR0788                         *CURRENT SURVEY CONTROL
 TR0788  ___________________________________________________________________
 TR0788* NAD 83(1986)-  48 08 06.     (N)    123 27 54.     (W)     SCALED    
 TR0788* NAVD 88     -         3.969  (meters)      13.02   (feet)  ADJUSTED  
 TR0788  ___________________________________________________________________
 TR0788  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 TR0788  DYNAMIC HT  -           3.970 (meters)      13.02  (feet)  COMP
 TR0788  MODELED GRAV-     980,872.3   (mgal)                       NAVD 88
 TR0788
 TR0788  VERT ORDER  -  FIRST     CLASS I
 TR0788
 TR0788.The horizontal coordinates were scaled from a topographic map and have
 TR0788.an estimated accuracy of +/- 6 seconds.
 TR0788
 TR0788.The orthometric height was determined by differential leveling
 TR0788.and adjusted by the National Geodetic Survey in June 1991..
 TR0788
 TR0788.The geoid height was determined by GEOID03.
 TR0788
 TR0788.The dynamic height is computed by dividing the NAVD 88
 TR0788.geopotential number by the normal gravity value computed on the
 TR0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0788.degrees latitude (g = 980.6199 gals.).
 TR0788
 TR0788.The modeled gravity was interpolated from observed gravity values.
 TR0788
 TR0788;                    North         East    Units  Estimated Accuracy
 TR0788;SPC WA N     -   129,540.      304,170.      MT  (+/- 180 meters Scaled)
 TR0788
 TR0788                          SUPERSEDED SURVEY CONTROL
 TR0788
 TR0788  NGVD 29 (??/??/92)    2.845  (m)            9.33   (f) ADJ UNCH    1 1
 TR0788
 TR0788.Superseded values are not recommended for survey control.
 TR0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0788.See file dsdata.txt to determine how the superseded data were derived.
 TR0788
 TR0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU654314(NAD 83)
 TR0788_MARKER: DB = BENCH MARK DISK
 TR0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0788_SP_SET: FOUNDATION
 TR0788_STAMPING: B 471 1974
 TR0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0788
 TR0788  HISTORY     - Date     Condition        Report By
 TR0788  HISTORY     - 1974     MONUMENTED       NGS
 TR0788  HISTORY     - 1981     GOOD             NGS
 TR0788  HISTORY     - 1989     POOR             USPSQD
 TR0788  HISTORY     - 19910716 GOOD             USPSQD
 TR0788
 TR0788                          STATION DESCRIPTION
 TR0788
 TR0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0788'IN PORT ANGELES.
 TR0788'AT PORT ANGELES, ABOUT 1.3 MILES NORTHWEST ALONG MARINE DRIVE FROM THE
 TR0788'JUNCTION OF TUMWATER STREET, 0.45 MILE NORTH OF THE JUNCTION OF HILL
 TR0788'STREET, AT THE CROSSING OF THE MILWAUKEE RAILROAD, ALONG THE SOUTHEAST
 TR0788'SIDE OF THE CROWN ZELLERBACH PLANT, 108 FEET SOUTHWEST OF THE CENTER
 TR0788'OF CROSSING OF RAILROAD AND ROAD LEADING TO EDIZ HOOK, 16 1/2 FEET
 TR0788'NORTHWEST OF THE CENTER LINE OF ROAD, 270 FEET NORTHEAST OF THE
 TR0788'NORTHEAST END OF CONCRETE BRIDGE OVER THE LAGOON, SET IN TOP OF THE
 TR0788'SOUTH CORNER OF EAST CONCRETE FOUNDATION FOR THE EAST LEG OF STEEL
 TR0788'TOWER SUPPORTING POWER LINE, 1.2 FEET SOUTH OF THE LEG OF TOWER AND
 TR0788'ABOUT 0.2 FOOT ABOVE THE LEVEL OF THE GROUND.
 TR0788
 TR0788                          STATION RECOVERY (1981)
 TR0788
 TR0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TR0788'RECOVERED IN GOOD CONDITION.
 TR0788
 TR0788                          STATION RECOVERY (1989)
 TR0788
 TR0788'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLS)
 TR0788'MARK RECOVERED IN POOR CONDITION.
 TR0788
 TR0788                          STATION RECOVERY (1991)
 TR0788
 TR0788'RECOVERY NOTE BY US POWER SQUADRON 1991 (PES)
 TR0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0013 ***********************************************************************
 TS0013  DESIGNATION -  B 472
 TS0013  PID         -  TS0013
 TS0013  STATE/COUNTY-  WA/CLALLAM
 TS0013  USGS QUAD   -  LAKE PLEASANT (1984)
 TS0013
 TS0013                         *CURRENT SURVEY CONTROL
 TS0013  ___________________________________________________________________
 TS0013* NAD 83(1986)-  48 03 28.     (N)    124 19 02.     (W)     SCALED    
 TS0013* NAVD 88     -       153.770  (meters)     504.49   (feet)  ADJUSTED  
 TS0013  ___________________________________________________________________
 TS0013  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 TS0013  DYNAMIC HT  -         153.801 (meters)     504.60  (feet)  COMP
 TS0013  MODELED GRAV-     980,807.6   (mgal)                       NAVD 88
 TS0013
 TS0013  VERT ORDER  -  FIRST     CLASS I
 TS0013
 TS0013.The horizontal coordinates were scaled from a topographic map and have
 TS0013.an estimated accuracy of +/- 6 seconds.
 TS0013
 TS0013.The orthometric height was determined by differential leveling
 TS0013.and adjusted by the National Geodetic Survey in June 1991..
 TS0013
 TS0013.The geoid height was determined by GEOID03.
 TS0013
 TS0013.The dynamic height is computed by dividing the NAVD 88
 TS0013.geopotential number by the normal gravity value computed on the
 TS0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0013.degrees latitude (g = 980.6199 gals.).
 TS0013
 TS0013.The modeled gravity was interpolated from observed gravity values.
 TS0013
 TS0013;                    North         East    Units  Estimated Accuracy
 TS0013;SPC WA N     -   123,480.      240,410.      MT  (+/- 180 meters Scaled)
 TS0013
 TS0013                          SUPERSEDED SURVEY CONTROL
 TS0013
 TS0013  NGVD 29 (??/??/92)  152.660  (m)          500.85   (f) ADJ UNCH    1 1
 TS0013
 TS0013.Superseded values are not recommended for survey control.
 TS0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0013.See file dsdata.txt to determine how the superseded data were derived.
 TS0013
 TS0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU018235(NAD 83)
 TS0013_MARKER: DB = BENCH MARK DISK
 TS0013_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TS0013+WITH SETTING: INTO GROUND
 TS0013_STAMPING: B 472 1974
 TS0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0013+STABILITY: SURFACE MOTION
 TS0013
 TS0013  HISTORY     - Date     Condition        Report By
 TS0013  HISTORY     - 1974     MONUMENTED       NGS
 TS0013
 TS0013                          STATION DESCRIPTION
 TS0013
 TS0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0013'2.1 MI SW FROM SAPPHO.
 TS0013'ABOUT 2.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 101 FROM THE JUNCTION OF
 TS0013'BURNT MOUNTAIN ROAD AT SAPPHO, 0.2 MILE SOUTHWEST OF THE JUNCTION OF
 TS0013'EAST LAKE PLEASANT ROAD AND HIGHWAY MILEPOST 202, 0.05 MILE SOUTHWEST
 TS0013'OF THE JUNCTION OF AN ASPHALT ROAD LEADING NORTHWEST, 41 1/2 FEET
 TS0013'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTHWEST OF THE
 TS0013'CENTERLINE OF DRIVE TO QUONSET GARAGE BUILDING, 110.7 FEET SOUTH OF
 TS0013'THE SOUTH CORNER OF A WOODEN HOUSE, 13.5 FEET NORTH OF THE NORTHEAST
 TS0013'END OF A 10-INCH PIPE CULVERT, 60.0 FEET SOUTH-SOUTHEAST OF THE SOUTH
 TS0013'CORNER OF QUONSET GARAGE, 2 FEET NORTHEAST OF A POWER LINE POLE WITH
 TS0013'TRANSFORMER AND LIGHT, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST,
 TS0013'ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT LENGTH
 TS0013'OF COPPER COATED STEEL ROD WITH BASE PLATE ATTACHED. THE DISK IS 0.1
 TS0013'FOOT BELOW THE SURFACE OF THE GROUND AND PROTECTED BY A 4-INCH METAL
 TS0013'PIPE THAT IS FLUSH WITH THE GROUND AND REINFORCED WITH CONCRETE NEAR
 TS0013'THE SURFACE.  SECTION 36, T 30N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0190 ***********************************************************************
 SD0190  DESIGNATION -  B 473
 SD0190  PID         -  SD0190
 SD0190  STATE/COUNTY-  WA/JEFFERSON
 SD0190  USGS QUAD   -  READE HILL (1981)
 SD0190
 SD0190                         *CURRENT SURVEY CONTROL
 SD0190  ___________________________________________________________________
 SD0190* NAD 83(1986)-  47 52 35.     (N)    124 20 41.     (W)     SCALED    
 SD0190* NAVD 88     -       104.920  (meters)     344.23   (feet)  ADJUSTED  
 SD0190  ___________________________________________________________________
 SD0190  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SD0190  DYNAMIC HT  -         104.938 (meters)     344.28  (feet)  COMP
 SD0190  MODELED GRAV-     980,784.6   (mgal)                       NAVD 88
 SD0190
 SD0190  VERT ORDER  -  FIRST     CLASS I
 SD0190
 SD0190.The horizontal coordinates were scaled from a topographic map and have
 SD0190.an estimated accuracy of +/- 6 seconds.
 SD0190
 SD0190.The orthometric height was determined by differential leveling
 SD0190.and adjusted by the National Geodetic Survey in June 1991..
 SD0190
 SD0190.The geoid height was determined by GEOID03.
 SD0190
 SD0190.The dynamic height is computed by dividing the NAVD 88
 SD0190.geopotential number by the normal gravity value computed on the
 SD0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0190.degrees latitude (g = 980.6199 gals.).
 SD0190
 SD0190.The modeled gravity was interpolated from observed gravity values.
 SD0190
 SD0190;                    North         East    Units  Estimated Accuracy
 SD0190;SPC WA N     -   103,430.      237,440.      MT  (+/- 180 meters Scaled)
 SD0190
 SD0190                          SUPERSEDED SURVEY CONTROL
 SD0190
 SD0190  NGVD 29 (??/??/92)  103.835  (m)          340.67   (f) ADJ UNCH    1 1
 SD0190
 SD0190.Superseded values are not recommended for survey control.
 SD0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0190.See file dsdata.txt to determine how the superseded data were derived.
 SD0190
 SD0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU994034(NAD 83)
 SD0190_MARKER: DB = BENCH MARK DISK
 SD0190_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SD0190_SP_SET: 16 FT
 SD0190_STAMPING: B 473 1974
 SD0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0190
 SD0190  HISTORY     - Date     Condition        Report By
 SD0190  HISTORY     - 1974     MONUMENTED       NGS
 SD0190
 SD0190                          STATION DESCRIPTION
 SD0190
 SD0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0190'7.4 MI SE FROM FORKS.
 SD0190'ABOUT 7.4 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SD0190'THE JUNCTION OF DIVISION STREET AT FORKS, 0.5 MILE SOUTHEAST OF THE
 SD0190'JEFFERSON-CLALLAM COUNTY LINE, 0.15 MILE NORTHWEST OF GRAVELED ROAD
 SD0190'LEADING EAST AND DRIVEWAY LEADING WEST, 0.1 MILE (5 TELEPHONE POLES)
 SD0190'NORTHWEST OF HIGHWAY MILEPOST 184, AT A POINT WHERE THE POWER LINE
 SD0190'CROSSES OVER THE HIGHWAY AND AT SOUTHEAST END OF A TURNOUT, 30 FEET
 SD0190'NORTHEAST OF THE CENTER LINE OF HIGHWAY, 42.5 FEET NORTHWEST OF THE
 SD0190'CENTER OF THE NORTHEAST END OF A 30-INCH PIPE CULVERT, 133.5 FEET
 SD0190'SOUTHEAST OF THE SOUTHEAST END OF STEEL GUARDRAIL, 111 FEET
 SD0190'EAST-SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A T JUNCTION POWER LINE
 SD0190'POLE, 1 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 1/2 FOOT BELOW
 SD0190'THE LEVEL OF THE HIGHWAY AND IS A DISK ON TOP OF A COPPER COATED STEEL
 SD0190'ROD 0.1 FOOT BELOW THE SURFACE OF THE GROUND AND PROTECTED BY A 4-INCH
 SD0190'PLASTIC PIPE THAT IS FLUSH WITH THE GROUND AND REINFORCED WITH
 SD0190'CONCRETE NEAR THE SURFACE.  THE ROD WAS DRIVEN 16 FEET TO GRADUAL
 SD0190'REFUSAL.  SECTION 2, T 27N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0221 ***********************************************************************
 SD0221  DESIGNATION -  B 474
 SD0221  PID         -  SD0221
 SD0221  STATE/COUNTY-  WA/JEFFERSON
 SD0221  USGS QUAD   -  DESTRUCTION ISLAND (1982)
 SD0221
 SD0221                         *CURRENT SURVEY CONTROL
 SD0221  ___________________________________________________________________
 SD0221* NAD 83(1986)-  47 42 35.     (N)    124 24 53.     (W)     SCALED    
 SD0221* NAVD 88     -        25.452  (meters)      83.50   (feet)  ADJUSTED  
 SD0221  ___________________________________________________________________
 SD0221  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SD0221  DYNAMIC HT  -          25.457 (meters)      83.52  (feet)  COMP
 SD0221  MODELED GRAV-     980,798.7   (mgal)                       NAVD 88
 SD0221
 SD0221  VERT ORDER  -  FIRST     CLASS I
 SD0221
 SD0221.The horizontal coordinates were scaled from a topographic map and have
 SD0221.an estimated accuracy of +/- 6 seconds.
 SD0221
 SD0221.The orthometric height was determined by differential leveling
 SD0221.and adjusted by the National Geodetic Survey in June 1991..
 SD0221
 SD0221.The geoid height was determined by GEOID03.
 SD0221
 SD0221.The dynamic height is computed by dividing the NAVD 88
 SD0221.geopotential number by the normal gravity value computed on the
 SD0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0221.degrees latitude (g = 980.6199 gals.).
 SD0221
 SD0221.The modeled gravity was interpolated from observed gravity values.
 SD0221
 SD0221;                    North         East    Units  Estimated Accuracy
 SD0221;SPC WA N     -    85,160.      231,350.      MT  (+/- 180 meters Scaled)
 SD0221
 SD0221                          SUPERSEDED SURVEY CONTROL
 SD0221
 SD0221  NGVD 29 (??/??/92)   24.385  (m)           80.00   (f) ADJ UNCH    1 1
 SD0221
 SD0221.Superseded values are not recommended for survey control.
 SD0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0221.See file dsdata.txt to determine how the superseded data were derived.
 SD0221
 SD0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT938850(NAD 83)
 SD0221_MARKER: DB = BENCH MARK DISK
 SD0221_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SD0221_SP_SET: 32 FEET
 SD0221_STAMPING: B 474 1974
 SD0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0221
 SD0221  HISTORY     - Date     Condition        Report By
 SD0221  HISTORY     - 1974     MONUMENTED       NGS
 SD0221
 SD0221                          STATION DESCRIPTION
 SD0221
 SD0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0221'12.65 MI N FROM QUEETS.
 SD0221'ABOUT 12.65 MILES NORTH ALONG U. S. HIGHWAY 101 FROM THE INTERSECTION
 SD0221'OF QUEETS AVENUE AT QUEETS, AT RUBY BEACH PARKING AREA, 41 FEET NORTH
 SD0221'OF THE CENTER LINE OF HIGHWAY, 57 1/2 FEET EAST OF A LONE 24-INCH TREE
 SD0221'AT THE PARKING AREA, 1 1/2 FEET EAST OF THE NORTH ONE OF TWO SUPPORT
 SD0221'POSTS FOR RUBY BEACH PARKING AREA SIGN, 72.0 FEET WEST OF THE
 SD0221'SOUTHWEST CORNER OF WOODEN BUILDING HOUSING A REST ROOM, ABOUT 1 1/2
 SD0221'FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON TOP OF A COPPER
 SD0221'COATED STEEL ROD 0.1 FOOT BELOW THE SURFACE OF THE GROUND AND
 SD0221'PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND AND
 SD0221'REINFORCED WITH CONCRETE NEAR THE SURFACE.  THE ROD WAS DRIVEN 32 FEET
 SD0221'TO GRADUAL REFUSAL.  SECTION 32, T 26N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0234 ***********************************************************************
 SD0234  DESIGNATION -  B 475
 SD0234  PID         -  SD0234
 SD0234  STATE/COUNTY-  WA/JEFFERSON
 SD0234  USGS QUAD   -  
 SD0234
 SD0234                         *CURRENT SURVEY CONTROL
 SD0234  ___________________________________________________________________
 SD0234* NAD 83(1986)-  47 37 17.     (N)    124 22 41.     (W)     SCALED    
 SD0234* NAVD 88     -        13.121  (meters)      43.05   (feet)  ADJUSTED  
 SD0234  ___________________________________________________________________
 SD0234  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SD0234  DYNAMIC HT  -          13.124 (meters)      43.06  (feet)  COMP
 SD0234  MODELED GRAV-     980,810.0   (mgal)                       NAVD 88
 SD0234
 SD0234  VERT ORDER  -  FIRST     CLASS I
 SD0234
 SD0234.The horizontal coordinates were scaled from a topographic map and have
 SD0234.an estimated accuracy of +/- 6 seconds.
 SD0234
 SD0234.The orthometric height was determined by differential leveling
 SD0234.and adjusted by the National Geodetic Survey in June 1991..
 SD0234
 SD0234.The geoid height was determined by GEOID03.
 SD0234
 SD0234.The dynamic height is computed by dividing the NAVD 88
 SD0234.geopotential number by the normal gravity value computed on the
 SD0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0234.degrees latitude (g = 980.6199 gals.).
 SD0234
 SD0234.The modeled gravity was interpolated from observed gravity values.
 SD0234
 SD0234;                    North         East    Units  Estimated Accuracy
 SD0234;SPC WA N     -    75,220.      233,640.      MT  (+/- 180 meters Scaled)
 SD0234
 SD0234                          SUPERSEDED SURVEY CONTROL
 SD0234
 SD0234  NGVD 29 (??/??/92)   12.063  (m)           39.58   (f) ADJ UNCH    1 1
 SD0234
 SD0234.Superseded values are not recommended for survey control.
 SD0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0234.See file dsdata.txt to determine how the superseded data were derived.
 SD0234
 SD0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT964751(NAD 83)
 SD0234_MARKER: DB = BENCH MARK DISK
 SD0234_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0234+WITH SETTING: INTO GROUND
 SD0234_STAMPING: B 475 1974
 SD0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0234+STABILITY: SURFACE MOTION
 SD0234
 SD0234  HISTORY     - Date     Condition        Report By
 SD0234  HISTORY     - 1974     MONUMENTED       NGS
 SD0234
 SD0234                          STATION DESCRIPTION
 SD0234
 SD0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0234'6.2 MI N FROM QUEETS.
 SD0234'ABOUT 6.2 MILES NORTH ALONG U. S. HIGHWAY 101 FROM THE INTERSECTION OF
 SD0234'QUEETS AVENUE AT QUEETS, 0.3 MILE NORTH OF MILEPOST 158, AT STATE OF
 SD0234'WASHINGTON DEPARTMENT OF HIGHWAYS MAINTENANCE YARD, 39 FEET EAST OF
 SD0234'THE CENTER LINE OF THE HIGHWAY, 143.3 FEET SOUTHWEST OF THE SOUTHWEST
 SD0234'CORNER OF METAL MAINTENANCE BUILDING, 81.8 FEET SOUTH OF THE CENTER OF
 SD0234'SOUTH GATE POST AT GRAVELED ENTRANCE DRIVE LEADING EAST, 7 FEET EAST
 SD0234'OF A FENCE, 1 1/2 FEET WEST OF A TELEPHONE POLE WITH GUY WIRE, ABOUT 3
 SD0234'FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT
 SD0234'LENGTH OF COPPER COATED STEEL ROD WITH BASE PLATE ATTACHED. THE DISK
 SD0234'IS 0.1 FOOT BELOW THE LEVEL OF THE GROUND AND IS PROTECTED BY A 4-INCH
 SD0234'PLASTIC PIPE THAT IS FLUSH WITH THE GROUND AND REINFORCED WITH
 SD0234'CONCRETE NEAR THE SURFACE.  SECTION 33, T 25N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0885 ***********************************************************************
 SD0885  DESIGNATION -  B 476 RESET
 SD0885  PID         -  SD0885
 SD0885  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0885  USGS QUAD   -  THIMBLE MOUNTAIN (1993)
 SD0885
 SD0885                         *CURRENT SURVEY CONTROL
 SD0885  ___________________________________________________________________
 SD0885* NAD 83(1986)-  47 28 23.     (N)    124 01 17.     (W)     SCALED    
 SD0885* NAVD 88     -       131.54   (meters)     431.6    (feet)  RESET     
 SD0885  ___________________________________________________________________
 SD0885  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SD0885
 SD0885  VERT ORDER  -  THIRD
 SD0885
 SD0885.The horizontal coordinates were scaled from a topographic map and have
 SD0885.an estimated accuracy of +/- 6 seconds.
 SD0885
 SD0885.The orthometric height was computed from unverified reset data.
 SD0885.No vertical observational check was made to the station.
 SD0885
 SD0885.The geoid height was determined by GEOID03.
 SD0885
 SD0885;                    North         East    Units  Estimated Accuracy
 SD0885;SPC WA S     -   243,770.      234,630.      MT  (+/- 180 meters Scaled)
 SD0885
 SD0885                          SUPERSEDED SURVEY CONTROL
 SD0885
 SD0885  NGVD 29 (12/17/02)  130.49   (m)          428.1    (f) RESET       3  
 SD0885
 SD0885.Superseded values are not recommended for survey control.
 SD0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0885.See file dsdata.txt to determine how the superseded data were derived.
 SD0885
 SD0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT230582(NAD 83)
 SD0885_MARKER: DB = BENCH MARK DISK
 SD0885_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SD0885_SP_SET: BRIDGE ABUTMENT
 SD0885_STAMPING: B 476 RESET 1982
 SD0885_MARK LOGO: WAHC  
 SD0885_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0885
 SD0885  HISTORY     - Date     Condition        Report By
 SD0885  HISTORY     - 1982     MONUMENTED       WAHC
 SD0885
 SD0885                          STATION DESCRIPTION
 SD0885
 SD0885'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1982
 SD0885'ABOUT 7.05 MILES (11.35 KM) NORTHWEST ALONG U.S. HIGHWAY 101 FROM THE
 SD0885'HIGHWAY BRIDGE ACROSS QUINAULT RIVER AT AMANDA PARK, AT THE CONCRETE
 SD0885'HIGHWAY BRIDGE ACROSS BOULDER CREEK, 21.4 FEET NORTHWEST OF THE
 SD0885'CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE NORTHWEST END, AND ABOUT
 SD0885'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1446 ***********************************************************************
 SY1446  DESIGNATION -  B 477
 SY1446  PID         -  SY1446
 SY1446  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1446  USGS QUAD   -  HUMPTULIPS (1990)
 SY1446
 SY1446                         *CURRENT SURVEY CONTROL
 SY1446  ___________________________________________________________________
 SY1446* NAD 83(1986)-  47 11 28.     (N)    123 56 13.     (W)     SCALED    
 SY1446* NAVD 88     -        45.161  (meters)     148.17   (feet)  ADJUSTED  
 SY1446  ___________________________________________________________________
 SY1446  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SY1446  DYNAMIC HT  -          45.168 (meters)     148.19  (feet)  COMP
 SY1446  MODELED GRAV-     980,766.9   (mgal)                       NAVD 88
 SY1446
 SY1446  VERT ORDER  -  FIRST     CLASS I
 SY1446
 SY1446.The horizontal coordinates were scaled from a topographic map and have
 SY1446.an estimated accuracy of +/- 6 seconds.
 SY1446
 SY1446.The orthometric height was determined by differential leveling
 SY1446.and adjusted by the National Geodetic Survey in June 1991..
 SY1446
 SY1446.The geoid height was determined by GEOID03.
 SY1446
 SY1446.The dynamic height is computed by dividing the NAVD 88
 SY1446.geopotential number by the normal gravity value computed on the
 SY1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1446.degrees latitude (g = 980.6199 gals.).
 SY1446
 SY1446.The modeled gravity was interpolated from observed gravity values.
 SY1446
 SY1446;                    North         East    Units  Estimated Accuracy
 SY1446;SPC WA S     -   212,170.      239,620.      MT  (+/- 180 meters Scaled)
 SY1446
 SY1446                          SUPERSEDED SURVEY CONTROL
 SY1446
 SY1446  NGVD 29 (??/??/??)   44.140  (m)          144.82   (f) ADJUSTED    1 1
 SY1446
 SY1446.Superseded values are not recommended for survey control.
 SY1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1446.See file dsdata.txt to determine how the superseded data were derived.
 SY1446
 SY1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT290268(NAD 83)
 SY1446_MARKER: DB = BENCH MARK DISK
 SY1446_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SY1446+WITH SETTING: INTO GROUND
 SY1446_STAMPING: B 477 1974
 SY1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1446+STABILITY: SURFACE MOTION
 SY1446
 SY1446  HISTORY     - Date     Condition        Report By
 SY1446  HISTORY     - 1974     MONUMENTED       NGS
 SY1446  HISTORY     - 1989     GOOD             USPSQD
 SY1446
 SY1446                          STATION DESCRIPTION
 SY1446
 SY1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1446'3.5 MI SE FROM HUMPTULIPS.
 SY1446'ABOUT 3.5 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SY1446'THE POST OFFICE AT HUMPTULIPS, 0.35 MILE SOUTHEAST OF HIGHWAY MILEPOST
 SY1446'106, AT THE JUNCTION OF A GRAVELED DRIVE LEADING NORTHEAST, 33 FEET
 SY1446'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 121 FEET SOUTHEAST OF THE
 SY1446'CENTER OF JUNCTION, FOR GRAVELED DRIVE LEADING SOUTHWEST, 10 1/2 FEET
 SY1446'SOUTHEAST OF THE EXTENDED CENTER LINE OF GRAVELED DRIVE LEADING
 SY1446'NORTHEAST, 120.5 FEET NORTH-NORTHWEST OF THE CENTER OF THE SOUTH END
 SY1446'OF A 72-INCH CORRUGATED METAL PIPE CULVERT FOR FAIRCHILD CREEK, 2 FEET
 SY1446'NORTHWEST OF POWER LINE POLE AQ 21 17, 1.5 FEET SOUTHEAST OF A METAL
 SY1446'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A
 SY1446'DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD WITH BASE
 SY1446'PLATE.  THE DISK IS 0.1 FOOT BELOW THE LEVEL OF THE GROUND AND IS
 SY1446'PROTECTED BY A 4-INCH PLASTIC PIPE THAT PROJECTS 0.1 FOOT AND IS
 SY1446'REINFORCED WITH CONCRETE NEAR THE SURFACE. SECTION 28, T 20N, R 10W.
 SY1446
 SY1446                          STATION RECOVERY (1989)
 SY1446
 SY1446'RECOVERY NOTE BY US POWER SQUADRON 1989 (KAS)
 SY1446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0742 ***********************************************************************
 SC0742  DESIGNATION -  B 478
 SC0742  PID         -  SC0742
 SC0742  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0742  USGS QUAD   -  ABERDEEN (1994)
 SC0742
 SC0742                         *CURRENT SURVEY CONTROL
 SC0742  ___________________________________________________________________
 SC0742* NAD 83(1986)-  46 58 34.     (N)    123 48 47.     (W)     SCALED    
 SC0742* NAVD 88     -         3.801  (meters)      12.47   (feet)  ADJUSTED  
 SC0742  ___________________________________________________________________
 SC0742  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SC0742  DYNAMIC HT  -           3.801 (meters)      12.47  (feet)  COMP
 SC0742  MODELED GRAV-     980,768.9   (mgal)                       NAVD 88
 SC0742
 SC0742  VERT ORDER  -  FIRST     CLASS I
 SC0742
 SC0742.The horizontal coordinates were scaled from a topographic map and have
 SC0742.an estimated accuracy of +/- 6 seconds.
 SC0742
 SC0742.The orthometric height was determined by differential leveling
 SC0742.and adjusted by the National Geodetic Survey in June 1991..
 SC0742
 SC0742.The geoid height was determined by GEOID03.
 SC0742
 SC0742.The dynamic height is computed by dividing the NAVD 88
 SC0742.geopotential number by the normal gravity value computed on the
 SC0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0742.degrees latitude (g = 980.6199 gals.).
 SC0742
 SC0742.The modeled gravity was interpolated from observed gravity values.
 SC0742
 SC0742;                    North         East    Units  Estimated Accuracy
 SC0742;SPC WA S     -   187,890.      248,000.      MT  (+/- 180 meters Scaled)
 SC0742
 SC0742                          SUPERSEDED SURVEY CONTROL
 SC0742
 SC0742  NGVD 29 (??/??/92)    2.798  (m)            9.18   (f) ADJ UNCH    1 1
 SC0742
 SC0742.Superseded values are not recommended for survey control.
 SC0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0742.See file dsdata.txt to determine how the superseded data were derived.
 SC0742
 SC0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT381028(NAD 83)
 SC0742_MARKER: DB = BENCH MARK DISK
 SC0742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0742_SP_SET: FOUNDATION
 SC0742_STAMPING: B478 1974
 SC0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0742
 SC0742  HISTORY     - Date     Condition        Report By
 SC0742  HISTORY     - 1974     MONUMENTED       NGS
 SC0742  HISTORY     - 1974     GOOD             NGS
 SC0742
 SC0742                          STATION DESCRIPTION
 SC0742
 SC0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0742'IN ABERDEEN.
 SC0742'AT THE E CORNER INTS. E WISHKAH AND S F STREETS AT ZELASKO CITY PARK.
 SC0742'IN TOP OF THE W CORNER CONCRETE FOUNDATION FOR FLAG POLE BASE 80.0 FT
 SC0742'SE OF SE CURB WISHKAH ST 75.4 FT NE OF NE CURB S F ST 2.0 FT NW OF THE
 SC0742'CENTER FLAG POLE 0.9 FT E OF W CORNER FOUNDATION .5 FEET ABOVE
 SC0742'STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0701 ***********************************************************************
 SC0701  DESIGNATION -  B 479
 SC0701  PID         -  SC0701
 SC0701  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0701  USGS QUAD   -  MONTESANO (1993)
 SC0701
 SC0701                         *CURRENT SURVEY CONTROL
 SC0701  ___________________________________________________________________
 SC0701* NAD 83(1986)-  46 59 47.     (N)    123 30 39.     (W)     SCALED    
 SC0701* NAVD 88     -        15.589  (meters)      51.14   (feet)  ADJUSTED  
 SC0701  ___________________________________________________________________
 SC0701  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 SC0701  DYNAMIC HT  -          15.592 (meters)      51.15  (feet)  COMP
 SC0701  MODELED GRAV-     980,781.0   (mgal)                       NAVD 88
 SC0701
 SC0701  VERT ORDER  -  FIRST     CLASS I
 SC0701
 SC0701.The horizontal coordinates were scaled from a topographic map and have
 SC0701.an estimated accuracy of +/- 6 seconds.
 SC0701
 SC0701.The orthometric height was determined by differential leveling
 SC0701.and adjusted by the National Geodetic Survey in June 1991..
 SC0701
 SC0701.The geoid height was determined by GEOID03.
 SC0701
 SC0701.The dynamic height is computed by dividing the NAVD 88
 SC0701.geopotential number by the normal gravity value computed on the
 SC0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0701.degrees latitude (g = 980.6199 gals.).
 SC0701
 SC0701.The modeled gravity was interpolated from observed gravity values.
 SC0701
 SC0701;                    North         East    Units  Estimated Accuracy
 SC0701;SPC WA S     -   189,220.      271,060.      MT  (+/- 180 meters Scaled)
 SC0701
 SC0701                          SUPERSEDED SURVEY CONTROL
 SC0701
 SC0701  NGVD 29 (??/??/92)   14.573  (m)           47.81   (f) ADJ UNCH    1 1
 SC0701
 SC0701.Superseded values are not recommended for survey control.
 SC0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0701.See file dsdata.txt to determine how the superseded data were derived.
 SC0701
 SC0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT611048(NAD 83)
 SC0701_MARKER: DB = BENCH MARK DISK
 SC0701_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SC0701_SP_SET: 16 FEET
 SC0701_STAMPING: B 479 1974
 SC0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0701
 SC0701  HISTORY     - Date     Condition        Report By
 SC0701  HISTORY     - 1974     MONUMENTED       NGS
 SC0701  HISTORY     - 1988     GOOD             USPSQD
 SC0701
 SC0701                          STATION DESCRIPTION
 SC0701
 SC0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0701'4.4 MI E FROM MONTESANO.
 SC0701'4.4 MI E ALONG PIONEER AVE OLD HWY. 41B FROM THE INTS. OF PIONEER AVE
 SC0701'AND MAIN ST AT MONTESANO 5.4 MI W ALONG W MAIN ST OLD HWY 41B FROM THE
 SC0701'INTS. OF W MAIN AND N. 3RD STREETS AT ELMA.  AT BRADY, AT THE CROSSING
 SC0701'OF WEST SATSOP ROAD 265.0 FT. S OF THE CENTERLINE OF THE HIGHWAY 22.5
 SC0701'FT E OF THE CENTERLINE OF WEST SATSOP RD. 56.0 FT S OF THE CENTERLINE
 SC0701'OF A T JCT OF GRAVEL DRIVE LEADING E 94.4 FT WSW OF SW CORNER OF
 SC0701'PRIVATE RESIDENCE 6.0 FT W OF WOODEN FENCE 2.0 FT N OF POWERLINE POLE
 SC0701'3 WITH 3 TRANSFORMERS.  1.3 FEET S OF A WITNESS POST, ENCASED IN A 4
 SC0701'INCH PIPE PROJECTING 2 INCHES.  ABOUT LEVEL WITH ROAD. 0.4 MILES E OF
 SC0701'BM C 12.
 SC0701
 SC0701                          STATION RECOVERY (1988)
 SC0701
 SC0701'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SC0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0023 ***********************************************************************
 SA0023  DESIGNATION -  B 48
 SA0023  PID         -  SA0023
 SA0023  STATE/COUNTY-  WA/FRANKLIN
 SA0023  USGS QUAD   -  AYER (1981)
 SA0023
 SA0023                         *CURRENT SURVEY CONTROL
 SA0023  ___________________________________________________________________
 SA0023* NAD 83(1986)-  46 36 29.     (N)    118 18 19.     (W)     SCALED    
 SA0023* NAVD 88     -       160.156  (meters)     525.45   (feet)  ADJUSTED  
 SA0023  ___________________________________________________________________
 SA0023  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 SA0023  DYNAMIC HT  -         160.156 (meters)     525.45  (feet)  COMP
 SA0023  MODELED GRAV-     980,614.5   (mgal)                       NAVD 88
 SA0023
 SA0023  VERT ORDER  -  SECOND    CLASS 0
 SA0023
 SA0023.The horizontal coordinates were scaled from a topographic map and have
 SA0023.an estimated accuracy of +/- 6 seconds.
 SA0023
 SA0023.The orthometric height was determined by differential leveling
 SA0023.and adjusted by the National Geodetic Survey in June 1991..
 SA0023
 SA0023.The geoid height was determined by GEOID03.
 SA0023
 SA0023.The dynamic height is computed by dividing the NAVD 88
 SA0023.geopotential number by the normal gravity value computed on the
 SA0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0023.degrees latitude (g = 980.6199 gals.).
 SA0023
 SA0023.The modeled gravity was interpolated from observed gravity values.
 SA0023
 SA0023;                    North         East    Units  Estimated Accuracy
 SA0023;SPC WA S     -   144,020.      668,100.      MT  (+/- 180 meters Scaled)
 SA0023
 SA0023                          SUPERSEDED SURVEY CONTROL
 SA0023
 SA0023  NGVD 29 (??/??/92)  159.171  (m)          522.21   (f) ADJ UNCH    2 0
 SA0023
 SA0023.Superseded values are not recommended for survey control.
 SA0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0023.See file dsdata.txt to determine how the superseded data were derived.
 SA0023
 SA0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM000624(NAD 83)
 SA0023_MARKER: DB = BENCH MARK DISK
 SA0023_SETTING: 80 = SET IN A BOULDER
 SA0023_STAMPING: B 48 1934
 SA0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0023+STABILITY: SURFACE MOTION
 SA0023
 SA0023  HISTORY     - Date     Condition        Report By
 SA0023  HISTORY     - 1934     MONUMENTED       CGS
 SA0023  HISTORY     - 1945     GOOD             NGS
 SA0023
 SA0023                          STATION DESCRIPTION
 SA0023
 SA0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 SA0023'4.0 MI W FROM PERRY.
 SA0023'4.0 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE SECTION
 SA0023'HOUSE AT THE SIDING AT PERRY, FRANKLIN COUNTY, 0.5 MILE EAST OF THE
 SA0023'STATION SIGNBOARD AT DAVIN, AT A SMALL RAILROAD CUT, 5 RAILS WEST OF
 SA0023'MILEAGE 28, 21 FEET NORTH OF AND ABOUT 5 FEET HIGHER THAN THE TRACK,
 SA0023'AND IN THE TOP OF A 3-BY 4-FOOT EMBEDDED BOULDER ON THE SOUTHEAST SIDE
 SA0023'OF A SLOPE.  A STANDARD DISK, STAMPED B 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1385 ***********************************************************************
 SY1385  DESIGNATION -  B 480
 SY1385  PID         -  SY1385
 SY1385  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1385  USGS QUAD   -  MC CLEARY (1981)
 SY1385
 SY1385                         *CURRENT SURVEY CONTROL
 SY1385  ___________________________________________________________________
 SY1385* NAD 83(1986)-  47 02 46.     (N)    123 15 48.     (W)     SCALED    
 SY1385* NAVD 88     -        92.435  (meters)     303.26   (feet)  ADJUSTED  
 SY1385  ___________________________________________________________________
 SY1385  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SY1385  DYNAMIC HT  -          92.454 (meters)     303.33  (feet)  COMP
 SY1385  MODELED GRAV-     980,811.6   (mgal)                       NAVD 88
 SY1385
 SY1385  VERT ORDER  -  FIRST     CLASS I
 SY1385
 SY1385.The horizontal coordinates were scaled from a topographic map and have
 SY1385.an estimated accuracy of +/- 6 seconds.
 SY1385
 SY1385.The orthometric height was determined by differential leveling
 SY1385.and adjusted by the National Geodetic Survey in June 1991..
 SY1385
 SY1385.The geoid height was determined by GEOID03.
 SY1385
 SY1385.The dynamic height is computed by dividing the NAVD 88
 SY1385.geopotential number by the normal gravity value computed on the
 SY1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1385.degrees latitude (g = 980.6199 gals.).
 SY1385
 SY1385.The modeled gravity was interpolated from observed gravity values.
 SY1385
 SY1385;                    North         East    Units  Estimated Accuracy
 SY1385;SPC WA S     -   194,060.      290,070.      MT  (+/- 180 meters Scaled)
 SY1385
 SY1385                          SUPERSEDED SURVEY CONTROL
 SY1385
 SY1385  NGVD 29 (??/??/??)   91.408  (m)          299.89   (f) ADJUSTED    1 1
 SY1385
 SY1385.Superseded values are not recommended for survey control.
 SY1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1385.See file dsdata.txt to determine how the superseded data were derived.
 SY1385
 SY1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT799103(NAD 83)
 SY1385_MARKER: DB = BENCH MARK DISK
 SY1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1385_SP_SET: PLASTIC
 SY1385_STAMPING: B 480 1974
 SY1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1385+STABILITY: SURFACE MOTION
 SY1385
 SY1385  HISTORY     - Date     Condition        Report By
 SY1385  HISTORY     - 1974     MONUMENTED       NGS
 SY1385  HISTORY     - 1987     GOOD             USPSQD
 SY1385  HISTORY     - 1987     GOOD             USPSQD
 SY1385  HISTORY     - 1988     GOOD             USPSQD
 SY1385  HISTORY     - 1989     GOOD             USPSQD
 SY1385  HISTORY     - 1990     GOOD             USPSQD
 SY1385  HISTORY     - 1990     GOOD             USPSQD
 SY1385
 SY1385                          STATION DESCRIPTION
 SY1385
 SY1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1385'1.45 MI E FROM MC CLEARY.
 SY1385'1.45 MI E ALONG STATE HWY 8 FROM THE T JCT OF STATE HWY 108 AT MC
 SY1385'CLEARY AT THE CROSSING OF THE MALONE RD 336.0 FT N OF THE CENTERLINE
 SY1385'OF THE W BOUND LANES ST. HWY 8 40.0 FT W OF THE CENTERLINE OF THE RD.
 SY1385'139.0 FT S OF THE CENTERLINE OF THE JCT GRAVEL RD LEADING SW 3.0 FT N
 SY1385'OF POWERLINE POLE 452 29 WITH 2 GUY WIRES.  DISK 1 IN. UNDERGROUND.
 SY1385'1.0 FEET S OF A WITNESS POST.  ENCASED IN A 4 INCH PLASTIC PIPE
 SY1385'PROJECTING 2 INCHES.  5 FEET ABOVE- THE HWY.  0.9 MILES- E OF BM- A
 SY1385'480.
 SY1385
 SY1385                          STATION RECOVERY (1987)
 SY1385
 SY1385'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1385'RECOVERED IN GOOD CONDITION.
 SY1385
 SY1385                          STATION RECOVERY (1987)
 SY1385
 SY1385'RECOVERY NOTE BY US POWER SQUADRON 1987 (CMS)
 SY1385'RECOVERED IN GOOD CONDITION.
 SY1385
 SY1385                          STATION RECOVERY (1988)
 SY1385
 SY1385'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SY1385'RECOVERED IN GOOD CONDITION.
 SY1385
 SY1385                          STATION RECOVERY (1989)
 SY1385
 SY1385'RECOVERY NOTE BY US POWER SQUADRON 1989 (EBO)
 SY1385'RECOVERED IN GOOD CONDITION.
 SY1385
 SY1385                          STATION RECOVERY (1990)
 SY1385
 SY1385'RECOVERY NOTE BY US POWER SQUADRON 1990 (KAS)
 SY1385'RECOVERED IN GOOD CONDITION.
 SY1385
 SY1385                          STATION RECOVERY (1990)
 SY1385
 SY1385'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCK)
 SY1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0699 ***********************************************************************
 TO0699  DESIGNATION -  B 481
 TO0699  PID         -  TO0699
 TO0699  STATE/COUNTY-  WA/PEND OREILLE
 TO0699  USGS QUAD   -  NEWPORT (1986)
 TO0699
 TO0699                         *CURRENT SURVEY CONTROL
 TO0699  ___________________________________________________________________
 TO0699* NAD 83(1986)-  48 10 14.     (N)    117 04 22.     (W)     SCALED    
 TO0699* NAVD 88     -       647.559  (meters)    2124.53   (feet)  ADJUSTED  
 TO0699  ___________________________________________________________________
 TO0699  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 TO0699  DYNAMIC HT  -         647.621 (meters)    2124.74  (feet)  COMP
 TO0699  MODELED GRAV-     980,684.9   (mgal)                       NAVD 88
 TO0699
 TO0699  VERT ORDER  -  FIRST     CLASS II
 TO0699
 TO0699.The horizontal coordinates were scaled from a topographic map and have
 TO0699.an estimated accuracy of +/- 6 seconds.
 TO0699
 TO0699.The orthometric height was determined by differential leveling
 TO0699.and adjusted by the National Geodetic Survey in June 1991..
 TO0699
 TO0699.The geoid height was determined by GEOID03.
 TO0699
 TO0699.The dynamic height is computed by dividing the NAVD 88
 TO0699.geopotential number by the normal gravity value computed on the
 TO0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0699.degrees latitude (g = 980.6199 gals.).
 TO0699
 TO0699.The modeled gravity was interpolated from observed gravity values.
 TO0699
 TO0699;                    North         East    Units  Estimated Accuracy
 TO0699;SPC WA N     -   136,980.      779,580.      MT  (+/- 180 meters Scaled)
 TO0699
 TO0699                          SUPERSEDED SURVEY CONTROL
 TO0699
 TO0699.No superseded survey control is available for this station.
 TO0699
 TO0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP945352(NAD 83)
 TO0699_MARKER: DB = BENCH MARK DISK
 TO0699_SETTING: 66 = SET IN ROCK OUTCROP
 TO0699_SP_SET: ROCK OUTCROP
 TO0699_STAMPING: B 481 1980
 TO0699_MARK LOGO: NGS   
 TO0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0699+STABILITY: POSITION/ELEVATION WELL
 TO0699
 TO0699  HISTORY     - Date     Condition        Report By
 TO0699  HISTORY     - 1980     MONUMENTED       NGS
 TO0699
 TO0699                          STATION DESCRIPTION
 TO0699
 TO0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0699'2.9 KM (1.85 MI) SW FROM NEWPORT.
 TO0699'2.9 KILOMETERS (1.85 MILES) SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE
 TO0699'JUNCTION OF STATE HIGHWAY 20 IN NEWPORT, SET IN TOP OF ROCK OUTCROP
 TO0699'AT THE WEST END OF A SMALL KNOLL, 27.4 METERS (90.0 FEET) SOUTHEAST
 TO0699'OF THE CENTERLINE OF THE HIGHWAY, 52.4 METERS (172 FEET) NORTHEAST
 TO0699'OF A RAILWAY SIGNAL ON THE PEND OREILLE VALLEY RAILWAY,
 TO0699'3.4 METERS (11.0 FEET) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 TO0699'TRACKS.
 TO0699'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 TO0699'THE MARK IS 0.9 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0721 ***********************************************************************
 TO0721  DESIGNATION -  B 482
 TO0721  PID         -  TO0721
 TO0721  STATE/COUNTY-  WA/PEND OREILLE
 TO0721  USGS QUAD   -  JARED (1992)
 TO0721
 TO0721                         *CURRENT SURVEY CONTROL
 TO0721  ___________________________________________________________________
 TO0721* NAD 83(1986)-  48 24 53.     (N)    117 18 52.     (W)     SCALED    
 TO0721* NAVD 88     -       635.234  (meters)    2084.10   (feet)  ADJUSTED  
 TO0721  ___________________________________________________________________
 TO0721  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 TO0721  DYNAMIC HT  -         635.306 (meters)    2084.33  (feet)  COMP
 TO0721  MODELED GRAV-     980,705.2   (mgal)                       NAVD 88
 TO0721
 TO0721  VERT ORDER  -  FIRST     CLASS II
 TO0721
 TO0721.The horizontal coordinates were scaled from a topographic map and have
 TO0721.an estimated accuracy of +/- 6 seconds.
 TO0721
 TO0721.The orthometric height was determined by differential leveling
 TO0721.and adjusted by the National Geodetic Survey in June 1991..
 TO0721
 TO0721.The geoid height was determined by GEOID03.
 TO0721
 TO0721.The dynamic height is computed by dividing the NAVD 88
 TO0721.geopotential number by the normal gravity value computed on the
 TO0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0721.degrees latitude (g = 980.6199 gals.).
 TO0721
 TO0721.The modeled gravity was interpolated from observed gravity values.
 TO0721
 TO0721;                    North         East    Units  Estimated Accuracy
 TO0721;SPC WA N     -   163,250.      760,380.      MT  (+/- 180 meters Scaled)
 TO0721
 TO0721                          SUPERSEDED SURVEY CONTROL
 TO0721
 TO0721.No superseded survey control is available for this station.
 TO0721
 TO0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP767624(NAD 83)
 TO0721_MARKER: I = METAL ROD
 TO0721_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0721_SP_SET: STAINLESS STEEL ROD
 TO0721_STAMPING: B 482 1980
 TO0721_MARK LOGO: NGS   
 TO0721_PROJECTION: FLUSH
 TO0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0721_ROD/PIPE-DEPTH: 8.8  meters
 TO0721
 TO0721  HISTORY     - Date     Condition        Report By
 TO0721  HISTORY     - 1980     MONUMENTED       NGS
 TO0721
 TO0721                          STATION DESCRIPTION
 TO0721
 TO0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0721'36.8 KM (22.9 MI) NW FROM NEWPORT.
 TO0721'36.8 KILOMETERS (22.9 MILES) NORTHWEST ALONG STATE HIGHWAY 20 FROM
 TO0721'THE JUNCTION OF U.S. HIGHWAY 2 IN NEWPORT, 0.7 KILOMETER (0.45 MILE)
 TO0721'NORTHWEST OF HIGHWAY MILEPOST 414, 0.2 KILOMETER (0.1 MILE) NORTH OF
 TO0721'A DIRT ROAD LEADING EAST, 21.9 METERS (72.0 FEET) EAST OF THE
 TO0721'CENTERLINE OF THE HIGHWAY, 121.3 METERS (398 FEET) SOUTH OF THE SOUTH
 TO0721'END OF A STEEL GUARDRAIL, 24.4 METERS (80.0 FEET) SOUTHEAST OF A
 TO0721'HIGHWAY CURVE SIGN, 0.6 METER (2.0 FEET) WEST OF A BARBED WIRE FENCE
 TO0721'LINE.
 TO0721'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 TO0721'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0745 ***********************************************************************
 TO0745  DESIGNATION -  B 483
 TO0745  PID         -  TO0745
 TO0745  STATE/COUNTY-  WA/PEND OREILLE
 TO0745  USGS QUAD   -  METALINE (1992)
 TO0745
 TO0745                         *CURRENT SURVEY CONTROL
 TO0745  ___________________________________________________________________
 TO0745* NAD 83(1986)-  48 50 16.     (N)    117 23 33.     (W)     SCALED    
 TO0745* NAVD 88     -       649.752  (meters)    2131.73   (feet)  ADJUSTED  
 TO0745  ___________________________________________________________________
 TO0745  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 TO0745  DYNAMIC HT  -         649.832 (meters)    2131.99  (feet)  COMP
 TO0745  MODELED GRAV-     980,712.5   (mgal)                       NAVD 88
 TO0745
 TO0745  VERT ORDER  -  FIRST     CLASS II
 TO0745
 TO0745.The horizontal coordinates were scaled from a topographic map and have
 TO0745.an estimated accuracy of +/- 6 seconds.
 TO0745
 TO0745.The orthometric height was determined by differential leveling
 TO0745.and adjusted by the National Geodetic Survey in June 1991..
 TO0745
 TO0745.The geoid height was determined by GEOID03.
 TO0745
 TO0745.The dynamic height is computed by dividing the NAVD 88
 TO0745.geopotential number by the normal gravity value computed on the
 TO0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0745.degrees latitude (g = 980.6199 gals.).
 TO0745
 TO0745.The modeled gravity was interpolated from observed gravity values.
 TO0745
 TO0745;                    North         East    Units  Estimated Accuracy
 TO0745;SPC WA N     -   209,980.      752,510.      MT  (+/- 180 meters Scaled)
 TO0745
 TO0745                          SUPERSEDED SURVEY CONTROL
 TO0745
 TO0745.No superseded survey control is available for this station.
 TO0745
 TO0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ711094(NAD 83)
 TO0745_MARKER: DB = BENCH MARK DISK
 TO0745_SETTING: 66 = SET IN ROCK OUTCROP
 TO0745_SP_SET: ROCK OUTCROP
 TO0745_STAMPING: B 483 1980
 TO0745_MARK LOGO: NGS   
 TO0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0745+STABILITY: POSITION/ELEVATION WELL
 TO0745
 TO0745  HISTORY     - Date     Condition        Report By
 TO0745  HISTORY     - 1980     MONUMENTED       NGS
 TO0745
 TO0745                          STATION DESCRIPTION
 TO0745
 TO0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0745'12.1 KM (7.5 MI) NORTH FROM IONE.
 TO0745'12.1 KILOMETERS (7.5 MILES)NORTH ALONG STATE HIGHWAY 31 FROM THE
 TO0745'JUNCTION OF MAIN STREET IN IONE, 0.25 KILOMETER (0.15 MILE) SOUTH OF
 TO0745'HIGHWAY MILEPOST 12, SET IN TOP OF A BROWN AND WHITE ROCK OUTCROP
 TO0745'AT THE CENTER OF A BEDROCK HIGHWAY CUT, 6.7 METERS (22.0 FEET) WEST
 TO0745'OF THE CENTERLINE OF THH HIGHWAY, 64.6 METERS (212 FEET) NORTH OF
 TO0745'THE SOUTH END OF THE CUT, 46.3 METERS (152 FEET) SOUTH OF THE NORTH
 TO0745'END OF THE CUT.
 TO0745'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 TO0745'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0667 ***********************************************************************
 TO0667  DESIGNATION -  B 484
 TO0667  PID         -  TO0667
 TO0667  STATE/COUNTY-  WA/PEND OREILLE
 TO0667  USGS QUAD   -  CAMDEN (1980)
 TO0667
 TO0667                         *CURRENT SURVEY CONTROL
 TO0667  ___________________________________________________________________
 TO0667* NAD 83(1986)-  48 03 40.     (N)    117 14 19.     (W)     SCALED    
 TO0667* NAVD 88     -       665.402  (meters)    2183.07   (feet)  ADJUSTED  
 TO0667  ___________________________________________________________________
 TO0667  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 TO0667  DYNAMIC HT  -         665.457 (meters)    2183.25  (feet)  COMP
 TO0667  MODELED GRAV-     980,672.3   (mgal)                       NAVD 88
 TO0667
 TO0667  VERT ORDER  -  FIRST     CLASS II
 TO0667
 TO0667.The horizontal coordinates were scaled from a topographic map and have
 TO0667.an estimated accuracy of +/- 6 seconds.
 TO0667
 TO0667.The orthometric height was determined by differential leveling
 TO0667.and adjusted by the National Geodetic Survey in June 1991..
 TO0667
 TO0667.The geoid height was determined by GEOID03.
 TO0667
 TO0667.The dynamic height is computed by dividing the NAVD 88
 TO0667.geopotential number by the normal gravity value computed on the
 TO0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0667.degrees latitude (g = 980.6199 gals.).
 TO0667
 TO0667.The modeled gravity was interpolated from observed gravity values.
 TO0667
 TO0667;                    North         East    Units  Estimated Accuracy
 TO0667;SPC WA N     -   124,230.      767,830.      MT  (+/- 180 meters Scaled)
 TO0667
 TO0667                          SUPERSEDED SURVEY CONTROL
 TO0667
 TO0667.No superseded survey control is available for this station.
 TO0667
 TO0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP822231(NAD 83)
 TO0667_MARKER: DB = BENCH MARK DISK
 TO0667_SETTING: 66 = SET IN ROCK OUTCROP
 TO0667_SP_SET: ROCK OUTCROP
 TO0667_STAMPING: B 484 1980
 TO0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0667+STABILITY: POSITION/ELEVATION WELL
 TO0667
 TO0667  HISTORY     - Date     Condition        Report By
 TO0667  HISTORY     - 1980     MONUMENTED       NGS
 TO0667
 TO0667                          STATION DESCRIPTION
 TO0667
 TO0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0667'5.7 KM NE FROM ELK.
 TO0667'5.7 KILOMETERS (3.55 MILES) NORTHEAST ALONG THE ELK-CAMDEN ROAD FROM
 TO0667'THE POST OFFICE IN ELK, 1.4 KILOMETERS (0.9 MILE) NORTH OF THE
 TO0667'JUNCTION OF ALLEN ROAD, 0.6 KILOMETER (0.4 MILE) SOUTH OF THE JUNCTION
 TO0667'OF PHAY ROAD, DIRECTLY ACROSS THE ROAD FROM A GROUP OF FARM BUILDINGS,
 TO0667'SET IN TOP OF A GRANITE OUTCROP, 8.5 METERS (28.0 FEET) WEST OF THE
 TO0667'CENTERLINE OF THE ROAD, 91.4 METERS (300 FEET) NORTH OF THE CENTERLINE
 TO0667'OF A DIRT ROAD LEADING EAST TO THE FARM BUILDINGS.
 TO0667'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TO0667'THE MARK IS 1.8 M ABOVE THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1014 ***********************************************************************
 SV1014  DESIGNATION -  B 485
 SV1014  PID         -  SV1014
 SV1014  STATE/COUNTY-  WA/SPOKANE
 SV1014  USGS QUAD   -  SPOKANE NW (1986)
 SV1014
 SV1014                         *CURRENT SURVEY CONTROL
 SV1014  ___________________________________________________________________
 SV1014* NAD 83(1986)-  47 42 55.     (N)    117 22 45.     (W)     SCALED    
 SV1014* NAVD 88     -       625.765  (meters)    2053.03   (feet)  ADJUSTED  
 SV1014  ___________________________________________________________________
 SV1014  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 SV1014  DYNAMIC HT  -         625.804 (meters)    2053.16  (feet)  COMP
 SV1014  MODELED GRAV-     980,655.1   (mgal)                       NAVD 88
 SV1014
 SV1014  VERT ORDER  -  FIRST     CLASS II
 SV1014
 SV1014.The horizontal coordinates were scaled from a topographic map and have
 SV1014.an estimated accuracy of +/- 6 seconds.
 SV1014
 SV1014.The orthometric height was determined by differential leveling
 SV1014.and adjusted by the National Geodetic Survey in June 1991..
 SV1014
 SV1014.The geoid height was determined by GEOID03.
 SV1014
 SV1014.The dynamic height is computed by dividing the NAVD 88
 SV1014.geopotential number by the normal gravity value computed on the
 SV1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1014.degrees latitude (g = 980.6199 gals.).
 SV1014
 SV1014.The modeled gravity was interpolated from observed gravity values.
 SV1014
 SV1014;                    North         East    Units  Estimated Accuracy
 SV1014;SPC WA N     -    85,340.      759,090.      MT  (+/- 180 meters Scaled)
 SV1014
 SV1014                          SUPERSEDED SURVEY CONTROL
 SV1014
 SV1014.No superseded survey control is available for this station.
 SV1014
 SV1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN715847(NAD 83)
 SV1014_MARKER: I = METAL ROD
 SV1014_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1014_SP_SET: STAINLESS STEEL ROD
 SV1014_STAMPING: B 485 1980
 SV1014_PROJECTION: FLUSH
 SV1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1014_ROD/PIPE-DEPTH: 8.5  meters
 SV1014
 SV1014  HISTORY     - Date     Condition        Report By
 SV1014  HISTORY     - 1980     MONUMENTED       NGS
 SV1014  HISTORY     - 1988     GOOD             USPSQD
 SV1014  HISTORY     - 20040321 MARK NOT FOUND   USPSQD
 SV1014
 SV1014                          STATION DESCRIPTION
 SV1014
 SV1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1014'7.1 KM SW FROM MEAD.
 SV1014'6.0 KILOMETERS (3.7 MILES) SOUTH ALONG MARKET STREET FROM THE POST
 SV1014'OFFICE IN MEAD, THENCE 1.1 KILOMETER (0.7 MILE) WEST ALONG FRANCIS
 SV1014'AVENUE, AT THE JUNCTION OF CRESTLINE STREET, DIRECTLY BEHIND A ONE
 SV1014'STORY CINDER BLOCK BUILDING (REPAIR SHOP), ON THE PROPERTY OF THE
 SV1014'PEOPLES LUMBER COMPANY, 48.2 METERS (158 FEET) NORTH OF THE NORTH
 SV1014'CURB OF FRANCIS AVENUE, 21.0 METERS (69.0 FEET) WEST OF THE CENTERLINE
 SV1014'OF CRESTLINE STREET, 21.6 METERS (71.0 FEET) NORTH OF THE NORTHEAST
 SV1014'CORNER OF THE REPAIR SHOP, 18.6 METERS (61.0 FEET) EAST OF THE
 SV1014'NORTHEAST CORNER OF THE PEOPLES LUMBER COMPANY WAREHOUSE, 6.2
 SV1014'METERS (20.5 FEET) WEST OF THE SOUTHEAST CORNER POST FOR A FENCE
 SV1014'AROUND THE LUMBER YARD, 0.6 METER (2.0 FEET) SOUTH OF A CYCLONE FENCE.
 SV1014'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 SV1014'THE MARK IS ABOVE LEVEL WITH THE STREET CENTERLINE.
 SV1014
 SV1014                          STATION RECOVERY (1988)
 SV1014
 SV1014'RECOVERY NOTE BY US POWER SQUADRON 1988 (JER)
 SV1014'RECOVERED IN GOOD CONDITION.
 SV1014
 SV1014                          STATION RECOVERY (2004)
 SV1014
 SV1014'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEL)
 SV1014'REPAIR SHOP GONE.  AREA IS ALL PARKING LOT.  MARK LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1063 ***********************************************************************
 SV1063  DESIGNATION -  B 486
 SV1063  PID         -  SV1063
 SV1063  STATE/COUNTY-  WA/SPOKANE
 SV1063  USGS QUAD   -  FAIRFIELD (1980)
 SV1063
 SV1063                         *CURRENT SURVEY CONTROL
 SV1063  ___________________________________________________________________
 SV1063* NAD 83(1986)-  47 26 58.     (N)    117 08 32.     (W)     SCALED    
 SV1063* NAVD 88     -       728.260  (meters)    2389.30   (feet)  ADJUSTED  
 SV1063  ___________________________________________________________________
 SV1063  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 SV1063  DYNAMIC HT  -         728.269 (meters)    2389.33  (feet)  COMP
 SV1063  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 SV1063
 SV1063  VERT ORDER  -  FIRST     CLASS II
 SV1063
 SV1063.The horizontal coordinates were scaled from a topographic map and have
 SV1063.an estimated accuracy of +/- 6 seconds.
 SV1063
 SV1063.The orthometric height was determined by differential leveling
 SV1063.and adjusted by the National Geodetic Survey in June 1991..
 SV1063
 SV1063.The geoid height was determined by GEOID03.
 SV1063
 SV1063.The dynamic height is computed by dividing the NAVD 88
 SV1063.geopotential number by the normal gravity value computed on the
 SV1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1063.degrees latitude (g = 980.6199 gals.).
 SV1063
 SV1063.The modeled gravity was interpolated from observed gravity values.
 SV1063
 SV1063;                    North         East    Units  Estimated Accuracy
 SV1063;SPC WA N     -    56,650.      778,260.      MT  (+/- 180 meters Scaled)
 SV1063
 SV1063                          SUPERSEDED SURVEY CONTROL
 SV1063
 SV1063.No superseded survey control is available for this station.
 SV1063
 SV1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN892551(NAD 83)
 SV1063_MARKER: DV = VERTICAL CONTROL DISK
 SV1063_SETTING: 66 = SET IN ROCK OUTCROP
 SV1063_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SV1063_STAMPING: B 486 1980
 SV1063_MARK LOGO: NGS   
 SV1063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1063+STABILITY: POSITION/ELEVATION WELL
 SV1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1063+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1989
 SV1063
 SV1063  HISTORY     - Date     Condition        Report By
 SV1063  HISTORY     - 1980     MONUMENTED       NGS
 SV1063  HISTORY     - 19890709 GOOD             NGS
 SV1063
 SV1063                          STATION DESCRIPTION
 SV1063
 SV1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1063'IN ROCKFORD.
 SV1063'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SV1063'0.2 KILOMETER (0.1 MILE) NORTH ALONG STATE HIGHWAY 27 FROM THE
 SV1063'JUNCTION OF MT. HOPE ROAD IN ROCKFORD, SET IN TOP OF A ROCK OUTCROP
 SV1063'IN A SMALL BEDROCK HIGHWAY CUT, 11.9 METERS (39.0 FEET) WEST OF THE
 SV1063'CENTERLINE OF THE HIGHWAY, 116.4 METERS (382 FEET) SOUTH OF A UNION
 SV1063'PACIFIC RAILWAY OVERPASS, 63.7 METERS (209 FEET) SOUTH OF THE NORTH
 SV1063'END OF THE CUT, 26.8 METERS (88.0 FEET) NORTH OF A HIGHWAY SIGN, 21.0
 SV1063'METERS (69.0 FEET) NORTH OF THE SOUTH END OF THE CUT.
 SV1063'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SV1063
 SV1063                          STATION RECOVERY (1989)
 SV1063
 SV1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SV1063'MARK IS LOCATED AT THE WEST EDGE OF ROCKFORD, WASHINGTON.  AT A SMALL
 SV1063'ROCK HIGHWAY CUT ALONG STATE HIGHWAY 27.  REACHED FROM THE UNION
 SV1063'PACIFIC RAILWAY OVERPASS AT THE WEST EDGE OF ROCKFORD, GO SOUTH ON
 SV1063'STATE HIGHWAY 27 FOR 0.1 KM (0.05 MI) TO THE MARK ON THE RIGHT.  IT
 SV1063'IS 11.9 M (39.0 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 26.8 M
 SV1063'(87.9 FT) NORTH OF A HIGHWAY SIGN, 64.0 M (210.0 FT) SOUTH OF THE
 SV1063'NORTH END OF THE CUT, 20.0 M (65.6 FT) NORTH OF THE SOUTH END OF THE
 SV1063'CUT AND 0.3 M (1.0 FT) NORTH FROM A WITNESS POST.  MARK IS ABOUT
 SV1063'LEVEL WITH THE HIGHWAY.  MARK IS SET IN A DRILL HOLE AT THE BASE OF
 SV1063'THE CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1038 ***********************************************************************
 SV1038  DESIGNATION -  B 487
 SV1038  PID         -  SV1038
 SV1038  STATE/COUNTY-  WA/WHITMAN
 SV1038  USGS QUAD   -  FARMINGTON (1994)
 SV1038
 SV1038                         *CURRENT SURVEY CONTROL
 SV1038  ___________________________________________________________________
 SV1038* NAD 83(1986)-  47 06 04.     (N)    117 03 01.     (W)     SCALED    
 SV1038* NAVD 88     -       810.894  (meters)    2660.41   (feet)  ADJUSTED  
 SV1038  ___________________________________________________________________
 SV1038  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 SV1038  DYNAMIC HT  -         810.858 (meters)    2660.29  (feet)  COMP
 SV1038  MODELED GRAV-     980,542.6   (mgal)                       NAVD 88
 SV1038
 SV1038  VERT ORDER  -  FIRST     CLASS II
 SV1038
 SV1038.The horizontal coordinates were scaled from a topographic map and have
 SV1038.an estimated accuracy of +/- 6 seconds.
 SV1038
 SV1038.The orthometric height was determined by differential leveling
 SV1038.and adjusted by the National Geodetic Survey in June 1991..
 SV1038
 SV1038.The geoid height was determined by GEOID03.
 SV1038
 SV1038.The dynamic height is computed by dividing the NAVD 88
 SV1038.geopotential number by the normal gravity value computed on the
 SV1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1038.degrees latitude (g = 980.6199 gals.).
 SV1038
 SV1038.The modeled gravity was interpolated from observed gravity values.
 SV1038
 SV1038;                    North         East    Units  Estimated Accuracy
 SV1038;SPC WA S     -   202,220.      761,780.      MT  (+/- 180 meters Scaled)
 SV1038
 SV1038                          SUPERSEDED SURVEY CONTROL
 SV1038
 SV1038.No superseded survey control is available for this station.
 SV1038
 SV1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN961164(NAD 83)
 SV1038_MARKER: I = METAL ROD
 SV1038_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1038_SP_SET: STAINLESS STEEL ROD
 SV1038_STAMPING: B 487 1980
 SV1038_MARK LOGO: NGS   
 SV1038_PROJECTION: FLUSH
 SV1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1038_ROD/PIPE-DEPTH: 7.3  meters
 SV1038
 SV1038  HISTORY     - Date     Condition        Report By
 SV1038  HISTORY     - 1980     MONUMENTED       NGS
 SV1038
 SV1038                          STATION DESCRIPTION
 SV1038
 SV1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1038'15.9 KM (9.9 MI) SE FROM TEKOA.
 SV1038'15.9 KILOMETERS (9.9 MILES) SOUTHEAST ALONG FARMINGTON ROAD FROM THE
 SV1038'POST OFFICE IN TEKOA, 0.7 KILOMETER (0.45 MILE) SOUTHEAST OF ROAD
 SV1038'MILEPOST 7, 0.4 KILOMETER (0.25 MILE) NORTHWEST OF A UNION PACIFIC
 SV1038'RAILWAY CROSSING, AT RAILWAY MILEPOST 106, 11.0 METERS (36.0 FEET)
 SV1038'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 10.4 METERS (34.0 FEET)
 SV1038'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 1.8 METERS (6.0 FEET)
 SV1038'SOUTHEAST OF THE MILEPOST.
 SV1038'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 SV1038'THE MARK IS 0.9 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1428 ***********************************************************************
 RZ1428  DESIGNATION -  B 488
 RZ1428  PID         -  RZ1428
 RZ1428  STATE/COUNTY-  WA/WHITMAN
 RZ1428  USGS QUAD   -  PULLMAN (1975)
 RZ1428
 RZ1428                         *CURRENT SURVEY CONTROL
 RZ1428  ___________________________________________________________________
 RZ1428* NAD 83(1986)-  46 44 49.     (N)    117 10 19.     (W)     SCALED    
 RZ1428* NAVD 88     -       736.616  (meters)    2416.71   (feet)  ADJUSTED  
 RZ1428  ___________________________________________________________________
 RZ1428  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 RZ1428  DYNAMIC HT  -         736.569 (meters)    2416.56  (feet)  COMP
 RZ1428  MODELED GRAV-     980,525.1   (mgal)                       NAVD 88
 RZ1428
 RZ1428  VERT ORDER  -  FIRST     CLASS II
 RZ1428
 RZ1428.The horizontal coordinates were scaled from a topographic map and have
 RZ1428.an estimated accuracy of +/- 6 seconds.
 RZ1428
 RZ1428.The orthometric height was determined by differential leveling
 RZ1428.and adjusted by the National Geodetic Survey in June 1991..
 RZ1428
 RZ1428.The geoid height was determined by GEOID03.
 RZ1428
 RZ1428.The dynamic height is computed by dividing the NAVD 88
 RZ1428.geopotential number by the normal gravity value computed on the
 RZ1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1428.degrees latitude (g = 980.6199 gals.).
 RZ1428
 RZ1428.The modeled gravity was interpolated from observed gravity values.
 RZ1428
 RZ1428;                    North         East    Units  Estimated Accuracy
 RZ1428;SPC WA S     -   162,490.      754,220.      MT  (+/- 180 meters Scaled)
 RZ1428
 RZ1428                          SUPERSEDED SURVEY CONTROL
 RZ1428
 RZ1428.No superseded survey control is available for this station.
 RZ1428
 RZ1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM868770(NAD 83)
 RZ1428_MARKER: DV = VERTICAL CONTROL DISK
 RZ1428_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1428_SP_SET: ROCK OUTCROP
 RZ1428_STAMPING: B 488 1980
 RZ1428_MARK LOGO: NGS   
 RZ1428_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1428+STABILITY: POSITION/ELEVATION WELL
 RZ1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1428+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1995
 RZ1428
 RZ1428  HISTORY     - Date     Condition        Report By
 RZ1428  HISTORY     - 1980     MONUMENTED       NGS
 RZ1428  HISTORY     - 19951101 GOOD             WADT
 RZ1428  HISTORY     - 19960724 MARK NOT FOUND   CHANCE
 RZ1428
 RZ1428                          STATION DESCRIPTION
 RZ1428
 RZ1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1428'2.1 KM (1.3 MI) NE FROM PULLMAN.
 RZ1428'2.1 KILOMETERS (1.3 MILES) NORTHEAST ALONG STATE HIGHWAY 27 FROM THE
 RZ1428'JUNCTION OF STATE HIGHWAY 270 WEST IN PULLMAN, ALSO 22.4 KILOMETERS
 RZ1428'(13.9 MILES) SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF
 RZ1428'STATE HIGHWAY 272 IN PALOUSE, AT THE JUNCTION OF LARRY AVENUE LEADING
 RZ1428'WEST TO MILITARY HILL PARK, SET IN TOP OF THE LOWER PORTION OF THE
 RZ1428'NORTH END OF A BEDROCK HIGHWAY CUT, 9.3 METERS (30.5 FEET) WEST OF
 RZ1428'THE CENTERLINE OF THE HIGHWAY, 22.0 METERS (72.2 FEET) SOUTH OF THE
 RZ1428'CENTER MEDIAN OF THE AVENUE, 4.4 METERS (14.3 FEET) NORTHWEST OF A
 RZ1428'HIGHWAY SIGN, 4.0 METERS (13.0 FEET) SOUTH OF THE NORTH END OF THE
 RZ1428'CUT.
 RZ1428'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RZ1428'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RZ1428
 RZ1428                          STATION RECOVERY (1995)
 RZ1428
 RZ1428'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 RZ1428'RECOVERED AS DESCRIBED.
 RZ1428
 RZ1428                          STATION RECOVERY (1996)
 RZ1428
 RZ1428'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RZ1428'THE STATION WAS NOT RECOVERED JULY 24, 1996.  TTHE ROAD HAS BEEN
 RZ1428'WIDENED AND THE ROCK LEDGE HAS BEEN BLASTED BACK 20 FT (6.1 M) WIDER
 RZ1428'-- STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB4181 ***********************************************************************
 AB4181  DESIGNATION -  B 488 RESET
 AB4181  PID         -  AB4181
 AB4181  STATE/COUNTY-  WA/WHITMAN
 AB4181  USGS QUAD   -  PULLMAN (1975)
 AB4181
 AB4181                         *CURRENT SURVEY CONTROL
 AB4181  ___________________________________________________________________
 AB4181* NAD 83(1986)-  46 44 49.     (N)    117 10 23.     (W)     SCALED    
 AB4181* NAVD 88     -       741.37   (meters)    2432.3    (feet)  RESET     
 AB4181  ___________________________________________________________________
 AB4181  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 AB4181
 AB4181  VERT ORDER  -  THIRD
 AB4181
 AB4181.The horizontal coordinates were scaled from a topographic map and have
 AB4181.an estimated accuracy of +/- 6 seconds.
 AB4181
 AB4181.The orthometric height was computed from unverified reset data.
 AB4181
 AB4181.The geoid height was determined by GEOID03.
 AB4181
 AB4181;                    North         East    Units  Estimated Accuracy
 AB4181;SPC WA S     -   162,480.      754,130.      MT  (+/- 180 meters Scaled)
 AB4181
 AB4181                          SUPERSEDED SURVEY CONTROL
 AB4181
 AB4181.No superseded survey control is available for this station.
 AB4181
 AB4181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM867770(NAD 83)
 AB4181_MARKER: DV = VERTICAL CONTROL DISK
 AB4181_SETTING: 80 = SET IN A BOULDER
 AB4181_STAMPING: B 488 RESET 1995
 AB4181_MARK LOGO: NGS   
 AB4181_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4181+STABILITY: SURFACE MOTION
 AB4181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4181+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4181
 AB4181  HISTORY     - Date     Condition        Report By
 AB4181  HISTORY     - 1995     MONUMENTED       WADT
 AB4181
 AB4181                          STATION DESCRIPTION
 AB4181
 AB4181'DESCRIBED BY WA DEPT OF TRANSP 1995 (KW)
 AB4181'TO REACH THE STATION FROM THE JUNCTION OF SR 27 AND SR 270 IN PULLMAN,
 AB4181'GO NORTHEAST 1.30 MILES (2.09 KM) ALONG SR 27 TO THE INTERSECTION OF
 AB4181'LARRY ST.  AND MARK.  IT IS LOCATED APPROXIMATELY 30 M (98.4 FT) NORTH
 AB4181'OF LARRY ST.  ON THE CITY OF PULLMANS PROPERTY 16.5 M (54.1 FT)
 AB4181'NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE WELL HOUSE (PUMP
 AB4181'STATION) , 21.6 M (70.9 FT) NORTHWEST OF 1 OF 2 IRON RINGS SET IN TOP
 AB4181'OF A LARGE CONCRETE FOUNDATION FOR A MANHOLE COVER, 33.7 M (110.6 FT)
 AB4181'SOUTHWEST OF THE CENTERLINE OF SR 27, 11.1 M (36.4 FT) SOUTHWEST OF A
 AB4181'POWER POLE NO.  Y 59 4/45 WITH 2 GUY WIRES, 5.2 M (17.1 FT) NORTHEAST
 AB4181'OF A POWER POLE NO.  Y 78 4/40 WITH 1 TRANSFORMER AND A TELEPHONE
 AB4181'RISER AT BASE, 20.8 M (68.2 FT) NORTHEAST OF B 488 RM1 1995, AND IS A
 AB4181'NGS BRASS DISK CEMENTED INTO A DRILL HOLE OF A PARTIALLY COVERED
 AB4181'BOULDER IN AN EMBANKMENT NORTH OF A PUMP STATION AND SOUTH OF A
 AB4181'PRIVATE RESIDENCE NEAR THE TOP OF THE EMBANKMENT, 0.5 M (1.6 FT) ABOVE
 AB4181'WALKING AREA NEAR CENTER OF EMBANKMENT AND ABOUT LEVEL WITH LAWN OF
 AB4181'PRIVATE RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB4182 ***********************************************************************
 AB4182  DESIGNATION -  B 488 RM 1
 AB4182  PID         -  AB4182
 AB4182  STATE/COUNTY-  WA/WHITMAN
 AB4182  USGS QUAD   -  PULLMAN (1975)
 AB4182
 AB4182                         *CURRENT SURVEY CONTROL
 AB4182  ___________________________________________________________________
 AB4182* NAD 83(1986)-  46 44 49.     (N)    117 10 23.     (W)     SCALED    
 AB4182* NAVD 88     -       741.24   (meters)    2431.9    (feet)  RESET     
 AB4182  ___________________________________________________________________
 AB4182  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 AB4182
 AB4182  VERT ORDER  -  THIRD
 AB4182
 AB4182.The horizontal coordinates were scaled from a topographic map and have
 AB4182.an estimated accuracy of +/- 6 seconds.
 AB4182
 AB4182.The orthometric height was computed from unverified reset data.
 AB4182
 AB4182.The geoid height was determined by GEOID03.
 AB4182
 AB4182;                    North         East    Units  Estimated Accuracy
 AB4182;SPC WA S     -   162,480.      754,130.      MT  (+/- 180 meters Scaled)
 AB4182
 AB4182                          SUPERSEDED SURVEY CONTROL
 AB4182
 AB4182.No superseded survey control is available for this station.
 AB4182
 AB4182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM867770(NAD 83)
 AB4182_MARKER: DV = VERTICAL CONTROL DISK
 AB4182_SETTING: 66 = SET IN ROCK OUTCROP
 AB4182_STAMPING: B 488 RM 1 1995
 AB4182_MARK LOGO: NGS   
 AB4182_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB4182+STABILITY: POSITION/ELEVATION WELL
 AB4182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4182+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4182
 AB4182  HISTORY     - Date     Condition        Report By
 AB4182  HISTORY     - 1995     MONUMENTED       WADT
 AB4182
 AB4182                          STATION DESCRIPTION
 AB4182
 AB4182'DESCRIBED BY WA DEPT OF TRANSP 1995 (KW)
 AB4182'TO REACH THE STATION FROM THE JUNCTION OF SR 27 AND SR 270 IN PULLMAN,
 AB4182'GO NORTHEAST 1.30 MILES (2.09 KM) ALONG SR 27 TO THE INTERSECTION OF
 AB4182'LARRY ST.  AND MARK.  IT IS LOCATED ON THE CITY OF PULLMANS PROPERTY
 AB4182'NEAR THE NORTH WEST CORNER OF A WELL HOUSE ( PUMP STATION)
 AB4182'APPROXIMATELY 50 M (164.0 FT) SOUTHWEST OF THE CENTER LINE OF SR 27,
 AB4182'25.3 M (83.0 FT) NORTHWEST OF LARRY ST., 3.5 M (11.5 FT) SOUTHWEST OF
 AB4182'THE NORTHWEST CORNER OF A CONCRETE WELL HOUSE BUILDING, 20.8 M (68.2
 AB4182'FT) SOUTHWEST OF BM B 488 RESET 1995, 18.9 M (62.0 FT) SOUTHEAST OF A
 AB4182'POWER POLE NO.  Y 78 4/40 WITH TELEPHONE RISER AT BASE, 16.8 M (55.1
 AB4182'FT) SOUTHEAST OF A POWER POLE WITH 3 TRANSFORMERS AND IS A NGS BRASS
 AB4182'DISK CEMENTED INTO A DRILL HOLE OF A ROCK OUCROPPING ON TOP OF A
 AB4182'BOULDER PROJECTING OUT, AND IS APPROXIMATELY 1.5 M (4.9 FT) HIGHER
 AB4182'THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1342 ***********************************************************************
 RZ1342  DESIGNATION -  B 489
 RZ1342  PID         -  RZ1342
 RZ1342  STATE/COUNTY-  WA/ASOTIN
 RZ1342  USGS QUAD   -  CLARKSTON (1971)
 RZ1342
 RZ1342                         *CURRENT SURVEY CONTROL
 RZ1342  ___________________________________________________________________
 RZ1342* NAD 83(1986)-  46 24 57.     (N)    117 05 58.     (W)     SCALED    
 RZ1342* NAVD 88     -       227.258  (meters)     745.60   (feet)  ADJUSTED  
 RZ1342  ___________________________________________________________________
 RZ1342  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 RZ1342  DYNAMIC HT  -         227.255 (meters)     745.59  (feet)  COMP
 RZ1342  MODELED GRAV-     980,599.5   (mgal)                       NAVD 88
 RZ1342
 RZ1342  VERT ORDER  -  FIRST     CLASS II
 RZ1342
 RZ1342.The horizontal coordinates were scaled from a topographic map and have
 RZ1342.an estimated accuracy of +/- 6 seconds.
 RZ1342
 RZ1342.The orthometric height was determined by differential leveling
 RZ1342.and adjusted by the National Geodetic Survey in June 1991..
 RZ1342
 RZ1342.The geoid height was determined by GEOID03.
 RZ1342
 RZ1342.The dynamic height is computed by dividing the NAVD 88
 RZ1342.geopotential number by the normal gravity value computed on the
 RZ1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1342.degrees latitude (g = 980.6199 gals.).
 RZ1342
 RZ1342.The modeled gravity was interpolated from observed gravity values.
 RZ1342
 RZ1342;                    North         East    Units  Estimated Accuracy
 RZ1342;SPC WA S     -   125,950.      761,340.      MT  (+/- 180 meters Scaled)
 RZ1342
 RZ1342                          SUPERSEDED SURVEY CONTROL
 RZ1342
 RZ1342.No superseded survey control is available for this station.
 RZ1342
 RZ1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM923402(NAD 83)
 RZ1342_MARKER: DB = BENCH MARK DISK
 RZ1342_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1342_SP_SET: ROCK OUTCROP
 RZ1342_STAMPING: B 489 1980
 RZ1342_MARK LOGO: NGS   
 RZ1342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1342+STABILITY: POSITION/ELEVATION WELL
 RZ1342
 RZ1342  HISTORY     - Date     Condition        Report By
 RZ1342  HISTORY     - 1980     MONUMENTED       NGS
 RZ1342
 RZ1342                          STATION DESCRIPTION
 RZ1342
 RZ1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1342'5.0 KM (3.15) WEST FROM CLARKSTON.
 RZ1342'5.0 KILOMETERS (3.15 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE WEST
 RZ1342'END OF THE HIGHWAY BRIDGE OVER THE SNAKE RIVER IN CLARKSTON, 0.8
 RZ1342'KILOMETER (0.5 MILE) WEST OF THE Y JUNCTION OF ELM STREET, 0.25
 RZ1342'KILOMETER (0.15 MILE) NORTHWEST OF HIGHWAY MILEPOST 431, SET IN TOP
 RZ1342'OF A ROCK OUTCROP AT A SMALL ROCK CLIFF ON THE HIGHWAY EDGE, 12.8
 RZ1342'METERS (42.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 31.4
 RZ1342'METERS (103 FEET) NORTHWEST OF A JACK HAMMER DRILL BIT STUCK IN
 RZ1342'THE FACE OF THE CLIFF, 21.7 METERS (71.0 FEET) SOUTHEAST OF THE
 RZ1342'NORTHWEST EDGE OF THE CLIFF.
 RZ1342'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 RZ1342'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0732 ***********************************************************************
 SA0732  DESIGNATION -  B 49
 SA0732  PID         -  SA0732
 SA0732  STATE/COUNTY-  WA/GRANT
 SA0732  USGS QUAD   -  CORFU (1986)
 SA0732
 SA0732                         *CURRENT SURVEY CONTROL
 SA0732  ___________________________________________________________________
 SA0732* NAD 83(1986)-  46 48 01.     (N)    119 27 54.     (W)     SCALED    
 SA0732* NAVD 88     -       482.021  (meters)    1581.43   (feet)  ADJUSTED  
 SA0732  ___________________________________________________________________
 SA0732  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SA0732  DYNAMIC HT  -         482.062 (meters)    1581.57  (feet)  COMP
 SA0732  MODELED GRAV-     980,683.3   (mgal)                       NAVD 88
 SA0732
 SA0732  VERT ORDER  -  SECOND    CLASS 0
 SA0732
 SA0732.The horizontal coordinates were scaled from a topographic map and have
 SA0732.an estimated accuracy of +/- 6 seconds.
 SA0732
 SA0732.The orthometric height was determined by differential leveling
 SA0732.and adjusted by the National Geodetic Survey in June 1991..
 SA0732
 SA0732.The geoid height was determined by GEOID03.
 SA0732
 SA0732.The dynamic height is computed by dividing the NAVD 88
 SA0732.geopotential number by the normal gravity value computed on the
 SA0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0732.degrees latitude (g = 980.6199 gals.).
 SA0732
 SA0732.The modeled gravity was interpolated from observed gravity values.
 SA0732
 SA0732;                    North         East    Units  Estimated Accuracy
 SA0732;SPC WA S     -   163,570.      579,000.      MT  (+/- 180 meters Scaled)
 SA0732
 SA0732                          SUPERSEDED SURVEY CONTROL
 SA0732
 SA0732  NGVD 29 (??/??/92)  480.960  (m)         1577.95   (f) ADJ UNCH    2 0
 SA0732
 SA0732.Superseded values are not recommended for survey control.
 SA0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0732.See file dsdata.txt to determine how the superseded data were derived.
 SA0732
 SA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM119859(NAD 83)
 SA0732_MARKER: DB = BENCH MARK DISK
 SA0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0732_STAMPING: B 49 1934
 SA0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0732+STABILITY: SURFACE MOTION
 SA0732
 SA0732  HISTORY     - Date     Condition        Report By
 SA0732  HISTORY     - 1934     MONUMENTED       CGS
 SA0732  HISTORY     - 1950     GOOD             NGS
 SA0732  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA0732
 SA0732                          STATION DESCRIPTION
 SA0732
 SA0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SA0732'1.6 MI S FROM CORFU.
 SA0732'1.6 MILES SOUTH ALONG THE COUNTY ROAD LEADING TO WAHLUKE FROM THE POST
 SA0732'OFFICE AT CORFU, NEAR THE CENTER OF AN S-CURVE, 35 FEET NORTHEAST OF
 SA0732'THE CENTERLINE OF THE ROAD, AND 2-1/2 FEET HIGHER THAN THE ROAD. A
 SA0732'STANDARD DISK, STAMPED B 49 1934 AND SET IN THE TOP OF A CONCRETE
 SA0732'POST.
 SA0732
 SA0732                          STATION RECOVERY (1967)
 SA0732
 SA0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0119 ***********************************************************************
 SW0119  DESIGNATION -  B 5
 SW0119  PID         -  SW0119
 SW0119  STATE/COUNTY-  WA/ADAMS
 SW0119  USGS QUAD   -  RITZVILLE NE (1967)
 SW0119
 SW0119                         *CURRENT SURVEY CONTROL
 SW0119  ___________________________________________________________________
 SW0119* NAD 83(1986)-  47 11 30.     (N)    118 17 29.     (W)     SCALED    
 SW0119* NAVD 88     -       579.078  (meters)    1899.86   (feet)  ADJUSTED  
 SW0119  ___________________________________________________________________
 SW0119  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SW0119  DYNAMIC HT  -         579.099 (meters)    1899.93  (feet)  COMP
 SW0119  MODELED GRAV-     980,631.5   (mgal)                       NAVD 88
 SW0119
 SW0119  VERT ORDER  -  FIRST     CLASS II
 SW0119
 SW0119.The horizontal coordinates were scaled from a topographic map and have
 SW0119.an estimated accuracy of +/- 6 seconds.
 SW0119
 SW0119.The orthometric height was determined by differential leveling
 SW0119.and adjusted by the National Geodetic Survey in June 1991..
 SW0119
 SW0119.The geoid height was determined by GEOID03.
 SW0119
 SW0119.The dynamic height is computed by dividing the NAVD 88
 SW0119.geopotential number by the normal gravity value computed on the
 SW0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0119.degrees latitude (g = 980.6199 gals.).
 SW0119
 SW0119.The modeled gravity was interpolated from observed gravity values.
 SW0119
 SW0119;                    North         East    Units  Estimated Accuracy
 SW0119;SPC WA S     -   208,900.      667,350.      MT  (+/- 180 meters Scaled)
 SW0119
 SW0119                          SUPERSEDED SURVEY CONTROL
 SW0119
 SW0119  NGVD 29 (??/??/92)  577.924  (m)         1896.07   (f) ADJ UNCH    1 2
 SW0119
 SW0119.Superseded values are not recommended for survey control.
 SW0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0119.See file dsdata.txt to determine how the superseded data were derived.
 SW0119
 SW0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN021272(NAD 83)
 SW0119_MARKER: P = PIPE CAP
 SW0119_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0119_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0119_STAMPING: B 5 1914
 SW0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0119
 SW0119  HISTORY     - Date     Condition        Report By
 SW0119  HISTORY     - 1914     MONUMENTED       CGS
 SW0119  HISTORY     - 1944     GOOD             NGS
 SW0119
 SW0119                          STATION DESCRIPTION
 SW0119
 SW0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SW0119'6.3 MI NE FROM RITZVILLE.
 SW0119'6.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SW0119'STATION AT RITZVILLE, 1.9 MILES SOUTHWEST OF TOKIO, 150 FEET SOUTH OF
 SW0119'BLOCK SIGNAL 58.5, 48.8 EAST OF THE EAST RAIL, ABOUT 1 FOOT LOWER THAN
 SW0119'THE EAST RAIL, 3 FEET NORTH OF REFERENCE POST.  A BRASS CAP ON THE TOP
 SW0119'OF A 3 1/2 INCH IRON PIPE.  STAMPED B 5 1914.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0560 ***********************************************************************
 TR0560  DESIGNATION -  B 5
 TR0560  PID         -  TR0560
 TR0560  STATE/COUNTY-  WA/JEFFERSON
 TR0560  USGS QUAD   -  PORT TOWNSEND SOUTH (1981)
 TR0560
 TR0560                         *CURRENT SURVEY CONTROL
 TR0560  ___________________________________________________________________
 TR0560* NAD 83(1991)-  48 06 48.11863(N)    122 45 41.63674(W)     ADJUSTED  
 TR0560* NAVD 88     -        30.888  (meters)     101.34   (feet)  ADJUSTED  
 TR0560  ___________________________________________________________________
 TR0560  LAPLACE CORR-         -10.56  (seconds)                    DEFLEC99
 TR0560  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 TR0560  DYNAMIC HT  -          30.895 (meters)     101.36  (feet)  COMP
 TR0560  MODELED GRAV-     980,847.3   (mgal)                       NAVD 88
 TR0560
 TR0560  HORZ ORDER  -  THIRD
 TR0560  VERT ORDER  -  FIRST     CLASS II
 TR0560
 TR0560.The horizontal coordinates were established by classical geodetic methods
 TR0560.and adjusted by the National Geodetic Survey in December 1991..
 TR0560
 TR0560.The orthometric height was determined by differential leveling
 TR0560.and adjusted by the National Geodetic Survey in June 1991..
 TR0560
 TR0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0560
 TR0560.The geoid height was determined by GEOID03.
 TR0560
 TR0560.The dynamic height is computed by dividing the NAVD 88
 TR0560.geopotential number by the normal gravity value computed on the
 TR0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0560.degrees latitude (g = 980.6199 gals.).
 TR0560
 TR0560.The modeled gravity was interpolated from observed gravity values.
 TR0560
 TR0560;                    North         East     Units Scale Factor Converg.
 TR0560;SPC WA N     -   125,585.189   356,443.824   MT  0.99994226   -1 26 08.2
 TR0560;SPC WA N     -   412,024.07  1,169,432.78   sFT  0.99994226   -1 26 08.2
 TR0560;UTM  10      - 5,328,928.032   517,747.115   MT  0.99960387   +0 10 39.0
 TR0560
 TR0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0560!SPC WA N     -   0.99999862  x   0.99994226  =   0.99994088
 TR0560!UTM  10      -   0.99999862  x   0.99960387  =   0.99960249
 TR0560
 TR0560|---------------------------------------------------------------------|
 TR0560| PID    Reference Object                     Distance      Geod. Az  |
 TR0560|                                                           dddmmss.s |
 TR0560| TR1680 HIGH 1941                            45.096 METERS 10805     |
 TR0560| TR1553 CLUMP                               APPROX. 3.0 KM 1380547.1 |
 TR0560|---------------------------------------------------------------------|
 TR0560
 TR0560                          SUPERSEDED SURVEY CONTROL
 TR0560
 TR0560  NAD 83(1986)-  48 06 48.11850(N)    122 45 41.64198(W) AD(       ) 3
 TR0560  NAD 27      -  48 06 48.79100(N)    122 45 37.03300(W) AD(       ) 3
 TR0560  NGVD 29 (??/??/92)   29.766  (m)           97.66   (f) ADJ UNCH    1 2
 TR0560
 TR0560.Superseded values are not recommended for survey control.
 TR0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0560.See file dsdata.txt to determine how the superseded data were derived.
 TR0560
 TR0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1774728928(NAD 83)
 TR0560_MARKER: DD = SURVEY DISK
 TR0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0560_SP_SET: MANHOLE BASE
 TR0560_STAMPING: P.B.M. B-5-36 97.542
 TR0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0560
 TR0560  HISTORY     - Date     Condition        Report By
 TR0560  HISTORY     - 1962     MONUMENTED       USE
 TR0560  HISTORY     - 1944     GOOD             NGS
 TR0560  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR0560  HISTORY     - 20040920 MARK NOT FOUND   USPSQD
 TR0560
 TR0560                          STATION DESCRIPTION
 TR0560
 TR0560'DESCRIBED BY US ENGINEERS 1962 (FN)
 TR0560'LOCATED IN THE CITY OF PORT TOWNSEND, 85 FEET WEST OF THE CENTERLINE
 TR0560'INTERSECTION OF HARRISON AND WASHINGTON STREETS, 24 FEET SOUTH OF THE
 TR0560'EAST CORNER OF THE POST OFFICE BUILDING AND 12.7 FEET NORTHWEST OF
 TR0560'THE NORTHWEST CURB OF WASHINGTON STREET.
 TR0560'
 TR0560'THE STATION IS A CORPS OF ENGINEERS DISK STAMPED P.B.M.B.-5-36 97.542
 TR0560'SET ON TOP OF THE SOUTH SIDE OF THE CIRCULAR CONCRETE BASE OF A
 TR0560'MANHOLE, ABOUT 2-1/2 FEET HIGHER THAN THE SIDEWALK.
 TR0560'
 TR0560'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HIGH, 1941,
 TR0560'DISTANCE BEING 147.95 FEET, (45.096 METERS) WEST-NORTHWEST OF
 TR0560'STATION HIGH, 1941.
 TR0560
 TR0560                          STATION RECOVERY (1944)
 TR0560
 TR0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 TR0560'IN PORT TOWNSEND.
 TR0560'AT PORT TOWNSEND, SET AT THE POST OFFICE, AT THE INTERSECTION OF
 TR0560'WASHINGTON AND HARRISON, SET IN THE SOUTHWEST END OF THE ROUNDED
 TR0560'PORTION OF THE MANHOLE OF THE WATER SYSTEM, 50.5 FEET SOUTHWEST OF THE
 TR0560'SOUTHWEST CURB OF HARRISON, 25 FEET SOUTH OF THE EAST CORNER OF THE
 TR0560'POST OFFICE, 13 FEET NORTHWEST OF THE NORTHWEST CURB OF WASHINGTON. A
 TR0560'BENCH MARK DISK.
 TR0560
 TR0560                          STATION RECOVERY (1988)
 TR0560
 TR0560'RECOVERY NOTE BY US POWER SQUADRON 1988 (PHK)
 TR0560'MARK NOT FOUND.
 TR0560
 TR0560                          STATION RECOVERY (2004)
 TR0560
 TR0560'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 TR0560'THE ROUNDED PORTION ON THE SOUTH SIDE OF THIS MANHOLE HAS BEEN REMOVED
 TR0560'AND MODIFICATIONS WERE MADE TO THE MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0475 ***********************************************************************
 TR0475  DESIGNATION -  B 5
 TR0475  PID         -  TR0475
 TR0475  STATE/COUNTY-  WA/ISLAND
 TR0475  USGS QUAD   -  OAK HARBOR (1973)
 TR0475
 TR0475                         *CURRENT SURVEY CONTROL
 TR0475  ___________________________________________________________________
 TR0475* NAD 83(1991)-  48 19 33.30155(N)    122 39 51.58198(W)     ADJUSTED  
 TR0475* NAVD 88     -        46.645  (meters)     153.03   (feet)  ADJUSTED  
 TR0475  ___________________________________________________________________
 TR0475  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 TR0475  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 TR0475  DYNAMIC HT  -          46.656 (meters)     153.07  (feet)  COMP
 TR0475  MODELED GRAV-     980,854.5   (mgal)                       NAVD 88
 TR0475
 TR0475  HORZ ORDER  -  THIRD
 TR0475  VERT ORDER  -  FIRST     CLASS II
 TR0475
 TR0475.The horizontal coordinates were established by classical geodetic methods
 TR0475.and adjusted by the National Geodetic Survey in December 1991..
 TR0475
 TR0475.The orthometric height was determined by differential leveling
 TR0475.and adjusted by the National Geodetic Survey in June 1991..
 TR0475
 TR0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0475
 TR0475.The geoid height was determined by GEOID03.
 TR0475
 TR0475.The dynamic height is computed by dividing the NAVD 88
 TR0475.geopotential number by the normal gravity value computed on the
 TR0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0475.degrees latitude (g = 980.6199 gals.).
 TR0475
 TR0475.The modeled gravity was interpolated from observed gravity values.
 TR0475
 TR0475;                    North         East     Units Scale Factor Converg.
 TR0475;SPC WA N     -   149,034.872   364,243.953   MT  0.99994883   -1 21 47.6
 TR0475;SPC WA N     -   488,958.58  1,195,023.70   sFT  0.99994883   -1 21 47.6
 TR0475;UTM  10      - 5,352,580.029   524,881.461   MT  0.99960761   +0 15 02.6
 TR0475
 TR0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0475!SPC WA N     -   0.99999617  x   0.99994883  =   0.99994500
 TR0475!UTM  10      -   0.99999617  x   0.99960761  =   0.99960378
 TR0475
 TR0475|---------------------------------------------------------------------|
 TR0475| PID    Reference Object                     Distance      Geod. Az  |
 TR0475|                                                           dddmmss.s |
 TR0475| TR0474 B 4                                 217.353 METERS 08614     |
 TR0475| TR0479 B 6                                 381.821 METERS 26832     |
 TR0475|---------------------------------------------------------------------|
 TR0475
 TR0475                          SUPERSEDED SURVEY CONTROL
 TR0475
 TR0475  NAD 83(1986)-  48 19 33.30411(N)    122 39 51.58502(W) AD(       ) 3
 TR0475  NAD 27      -  48 19 33.94100(N)    122 39 46.96000(W) AD(       ) 3
 TR0475  NGVD 29 (??/??/92)   45.50   (m)          149.3    (f) COMPUTED    1 2
 TR0475
 TR0475.Superseded values are not recommended for survey control.
 TR0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0475.See file dsdata.txt to determine how the superseded data were derived.
 TR0475
 TR0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2488152580(NAD 83)
 TR0475_MARKER: DE = TRAVERSE STATION DISK
 TR0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0475_STAMPING: B 5 1952
 TR0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0475+STABILITY: SURFACE MOTION
 TR0475
 TR0475  HISTORY     - Date     Condition        Report By
 TR0475  HISTORY     - 1951     MONUMENTED       CGS
 TR0475  HISTORY     - 1952     GOOD             CGS
 TR0475  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0475  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0475
 TR0475                          STATION DESCRIPTION
 TR0475
 TR0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 TR0475'3.6 MI NW FROM OAK HARBOR.
 TR0475'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0475'THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.5 MILE WEST
 TR0475'ALONG CLOVER ROAD, AT THE JUNCTION OF THE CENTER LINES OF CLOVER ROAD
 TR0475'AND A GRAVELED ROAD LEADING SOUTH, ABOUT 45 YARDS NORTHWEST OF THE
 TR0475'NORTHWEST CORNER OF A WHITE HOUSE, 31.7 FEET SOUTH OF THE PROPERTY
 TR0475'LINE FENCE OF AULT FIELD OF WHIDBEY ISLAND NAVAL AIR STATION, 29 FEET
 TR0475'NORTH OF POWER LINE POLE AF-2-4, 26 1/2 FEET SOUTH OF A TELEPHONE
 TR0475'POLE, 0.5 FOOT BELOW THE SURFACE OF THE ROAD, AND SET IN THE TOP OF A
 TR0475'CONCRETE POST WHICH IS ENCASED BY A 6-INCH IRON PIPE WITH A CAST IRON
 TR0475'COVER FLUSH WITH THE SURFACE OF THE GROUND.
 TR0475
 TR0475                          STATION RECOVERY (1952)
 TR0475
 TR0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0475'THE STATION IS IN THE CENTERLINE OF CLOVER VALLEY ROAD AT A T
 TR0475'JUNCTION WITH A ROAD LEADING SOUTH, 0.5 MILES WEST OF JUNCTION OF
 TR0475'CLOVER VALLEY ROAD AND STATE HIGHWAY 1-D.
 TR0475'
 TR0475'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-5, 1952, SET IN
 TR0475'A CONCRETE MONUMENT 6 INCHES BELOW ROAD SURFACE AND COVERED WITH
 TR0475'A CAST IRON CASING MARKED N.A.S., WHICH IS 31.7 FT. SOUTH OF AULT
 TR0475'FIELD FENCE AND APPROXIMATELY 40 METERS NORTHWEST OF NORTHWEST
 TR0475'CORNER OF A WHITE HOUSE ON SOUTH SIDE OF ROAD.
 TR0475
 TR0475                          STATION RECOVERY (1960)
 TR0475
 TR0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0475'THE ROAD AT THIS POINT HAS BEEN RE-PAVED AND THE IRON CASING IS
 TR0475'COVERED BY SEVERAL INCHES OF ASPHALT.  THE MARK WAS NOT DUG FOR.
 TR0475
 TR0475                          STATION RECOVERY (1973)
 TR0475
 TR0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1316 ***********************************************************************
 SA1316  DESIGNATION -  B 50
 SA1316  PID         -  SA1316
 SA1316  STATE/COUNTY-  WA/YAKIMA
 SA1316  USGS QUAD   -  SULPHUR SPRING (1978)
 SA1316
 SA1316                         *CURRENT SURVEY CONTROL
 SA1316  ___________________________________________________________________
 SA1316* NAD 83(1986)-  46 26 23.     (N)    119 56 13.     (W)     SCALED    
 SA1316* NAVD 88     -       547.677  (meters)    1796.84   (feet)  ADJUSTED  
 SA1316  ___________________________________________________________________
 SA1316  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SA1316  DYNAMIC HT  -         547.669 (meters)    1796.81  (feet)  COMP
 SA1316  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 SA1316
 SA1316  VERT ORDER  -  SECOND    CLASS 0
 SA1316
 SA1316.The horizontal coordinates were scaled from a topographic map and have
 SA1316.an estimated accuracy of +/- 6 seconds.
 SA1316
 SA1316.The orthometric height was determined by differential leveling
 SA1316.and adjusted by the National Geodetic Survey in June 1991..
 SA1316
 SA1316.The geoid height was determined by GEOID03.
 SA1316
 SA1316.The dynamic height is computed by dividing the NAVD 88
 SA1316.geopotential number by the normal gravity value computed on the
 SA1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1316.degrees latitude (g = 980.6199 gals.).
 SA1316
 SA1316.The modeled gravity was interpolated from observed gravity values.
 SA1316
 SA1316;                    North         East    Units  Estimated Accuracy
 SA1316;SPC WA S     -   123,130.      543,270.      MT  (+/- 180 meters Scaled)
 SA1316
 SA1316                          SUPERSEDED SURVEY CONTROL
 SA1316
 SA1316  NGVD 29 (??/??/92)  546.602  (m)         1793.31   (f) ADJ UNCH    2 0
 SA1316
 SA1316.Superseded values are not recommended for survey control.
 SA1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1316.See file dsdata.txt to determine how the superseded data were derived.
 SA1316
 SA1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM743470(NAD 83)
 SA1316_MARKER: DB = BENCH MARK DISK
 SA1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1316_STAMPING: B 50 1934
 SA1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1316+STABILITY: SURFACE MOTION
 SA1316
 SA1316  HISTORY     - Date     Condition        Report By
 SA1316  HISTORY     - 1934     MONUMENTED       CGS
 SA1316  HISTORY     - 1974     GOOD             USGS
 SA1316
 SA1316                          STATION DESCRIPTION
 SA1316
 SA1316'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA1316'1.6 MI E FROM SUNNYSIDE.
 SA1316'SUNNYSIDE P.O. EAST ALONG EDISON AVE. 1.6 MILES TO INTERSECTION, TURN
 SA1316'LEFT, NORTH, ALONG STATE HWY 241, 8.6 MILES.  ABOUT 800 FT. SOUTH OF
 SA1316'LARGE BOX CULVERT AND ROAD LEADING WEST TO HOUSE.  170 FT S. OF FENCE
 SA1316'CORNER, 32 FT EAST OF HWY, UNDER A FENCE AT GATE.  A STANDARD DISK SET
 SA1316'IN TOP OF CONCRETE POST FLUSH WITH GROUND.  STAMPED B 50 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0229 ***********************************************************************
 SY0229  DESIGNATION -  B 50
 SY0229  PID         -  SY0229
 SY0229  STATE/COUNTY-  WA/KING
 SY0229  USGS QUAD   -  DES MOINES (1995)
 SY0229
 SY0229                         *CURRENT SURVEY CONTROL
 SY0229  ___________________________________________________________________
 SY0229* NAD 83(1986)-  47 28 18.     (N)    122 15 15.     (W)     SCALED    
 SY0229* NAVD 88     -        14.891  (meters)      48.85   (feet)  ADJUSTED  
 SY0229  ___________________________________________________________________
 SY0229  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 SY0229  DYNAMIC HT  -          14.893 (meters)      48.86  (feet)  COMP
 SY0229  MODELED GRAV-     980,775.8   (mgal)                       NAVD 88
 SY0229
 SY0229  VERT ORDER  -  FIRST     CLASS II
 SY0229
 SY0229.The horizontal coordinates were scaled from a topographic map and have
 SY0229.an estimated accuracy of +/- 6 seconds.
 SY0229
 SY0229.The orthometric height was determined by differential leveling
 SY0229.and adjusted by the National Geodetic Survey in June 1991..
 SY0229
 SY0229.The geoid height was determined by GEOID03.
 SY0229
 SY0229.The dynamic height is computed by dividing the NAVD 88
 SY0229.geopotential number by the normal gravity value computed on the
 SY0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0229.degrees latitude (g = 980.6199 gals.).
 SY0229
 SY0229.The modeled gravity was interpolated from observed gravity values.
 SY0229
 SY0229;                    North         East    Units  Estimated Accuracy
 SY0229;SPC WA N     -    53,430.      392,900.      MT  (+/- 180 meters Scaled)
 SY0229
 SY0229                          SUPERSEDED SURVEY CONTROL
 SY0229
 SY0229  NGVD 29 (??/??/??)   13.812  (m)           45.31   (f) ADJUSTED    1 2
 SY0229
 SY0229.Superseded values are not recommended for survey control.
 SY0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0229.See file dsdata.txt to determine how the superseded data were derived.
 SY0229
 SY0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET562578(NAD 83)
 SY0229_MARKER: DD = SURVEY DISK
 SY0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0229_STAMPING: B 50 1937
 SY0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0229+STABILITY: SURFACE MOTION
 SY0229
 SY0229  HISTORY     - Date     Condition        Report By
 SY0229  HISTORY     - 1937     MONUMENTED       LOCENG
 SY0229  HISTORY     - 1959     MARK NOT FOUND   CGS
 SY0229
 SY0229                          STATION DESCRIPTION
 SY0229
 SY0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0229'6.7 MI N FROM KENT.
 SY0229'6.7 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SY0229'AT KENT, THENCE 0.2 MILE WEST ACROSS WOODED LAND TO BENCH MARK, ALONG
 SY0229'A GRAVELED ROAD LEADING NORTHWEST JUST NORTH AFTER CROSSING THE
 SY0229'NORTH-MOST TRACKS LEADING EAST TO RENTON, 70.7 FEET NORTH OF THE
 SY0229'EAST-MOST TWIN LOCUST TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE
 SY0229'OF TREE, 25.5 FEET EAST OF FENCE, 56 FEET WEST OF CENTER-LINE OF PAVED
 SY0229'ROAD, 13 FEET EAST OF CENTER-LINE OF GRAVEL ROAD, 1 FOOT NORTHWEST OF
 SY0229'REFERENCE POST.  A KING COUNTY BENCH MARK DISK SET IN TOP OF CONCRETE
 SY0229'POST AND ABOUT 0.2 FOOT BELOW GROUND LEVEL.  STAMPED B 50 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1759 ***********************************************************************
 SA1759  DESIGNATION -  B 502
 SA1759  PID         -  SA1759
 SA1759  STATE/COUNTY-  WA/WALLA WALLA
 SA1759  USGS QUAD   -  WALLULA (1992)
 SA1759
 SA1759                         *CURRENT SURVEY CONTROL
 SA1759  ___________________________________________________________________
 SA1759* NAD 83(1998)-  46 05 04.14212(N)    118 54 34.52079(W)     ADJUSTED  
 SA1759* NAVD 88     -       112.202  (meters)     368.12   (feet)  ADJUSTED  
 SA1759  ___________________________________________________________________
 SA1759  X           -  -2,142,374.668 (meters)                     COMP
 SA1759  Y           -  -3,879,370.337 (meters)                     COMP
 SA1759  Z           -   4,571,831.046 (meters)                     COMP
 SA1759  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 SA1759  ELLIP HEIGHT-          90.58  (meters)          (07/02/01) GPS OBS
 SA1759  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SA1759  DYNAMIC HT  -         112.203 (meters)     368.12  (feet)  COMP
 SA1759  MODELED GRAV-     980,628.2   (mgal)                       NAVD 88
 SA1759
 SA1759  HORZ ORDER  -  B
 SA1759  VERT ORDER  -  FIRST     CLASS II
 SA1759  ELLP ORDER  -  THIRD     CLASS II
 SA1759
 SA1759.The horizontal coordinates were established by GPS observations
 SA1759.and adjusted by the National Geodetic Survey in July 2001..
 SA1759.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA1759.DATUM ITEM on the data sheet items page.
 SA1759
 SA1759.The orthometric height was determined by differential leveling
 SA1759.and adjusted by the National Geodetic Survey in June 1991..
 SA1759
 SA1759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA1759
 SA1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1759
 SA1759.The ellipsoidal height was determined by GPS observations
 SA1759.and is referenced to NAD 83.
 SA1759
 SA1759.The geoid height was determined by GEOID03.
 SA1759
 SA1759.The dynamic height is computed by dividing the NAVD 88
 SA1759.geopotential number by the normal gravity value computed on the
 SA1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1759.degrees latitude (g = 980.6199 gals.).
 SA1759
 SA1759.The modeled gravity was interpolated from observed gravity values.
 SA1759
 SA1759;                    North         East     Units Scale Factor Converg.
 SA1759;SPC WA S     -    84,730.288   622,996.662   MT  0.99995253   +1 09 19.0
 SA1759;SPC WA S     -   277,985.95  2,043,948.22   sFT  0.99995253   +1 09 19.0
 SA1759;UTM  11      - 5,105,206.924   352,362.299   MT  0.99986796   -1 22 33.0
 SA1759
 SA1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1759!SPC WA S     -   0.99998580  x   0.99995253  =   0.99993833
 SA1759!UTM  11      -   0.99998580  x   0.99986796  =   0.99985376
 SA1759
 SA1759                          SUPERSEDED SURVEY CONTROL
 SA1759
 SA1759  NAD 83(1998)-  46 05 04.14216(N)    118 54 34.52100(W) AD(       ) B
 SA1759  ELLIP H (07/23/97)   90.60   (m)                       GP(       ) 3 1
 SA1759  NAVD 88 (07/23/97)  112.20   (m)          368.1    (f) LEVELING    3  
 SA1759
 SA1759.Superseded values are not recommended for survey control.
 SA1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1759.See file dsdata.txt to determine how the superseded data were derived.
 SA1759
 SA1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM5236205207(NAD 83)
 SA1759_MARKER: I = METAL ROD
 SA1759_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SA1759_SP_SET: STAINLESS STEEL ROD
 SA1759_STAMPING: B 502 1981
 SA1759_MARK LOGO: NGS   
 SA1759_PROJECTION: FLUSH
 SA1759_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1759+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1996
 SA1759_ROD/PIPE-DEPTH: 5.3  meters
 SA1759
 SA1759  HISTORY     - Date     Condition        Report By
 SA1759  HISTORY     - 1981     MONUMENTED       NGS
 SA1759  HISTORY     - 19960723 GOOD             CHANCE
 SA1759  HISTORY     - 20031022 GOOD             GEOCAC
 SA1759
 SA1759                          STATION DESCRIPTION
 SA1759
 SA1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1759'0.25 KM (0.15 MI) SOUTH FROM WALLULA.
 SA1759'0.25 KM (0.15 MI) SOUTH ALONG US HIGHWAY 12 AND 395 FROM THE NORTH T
 SA1759'JUNCTION OF WALLULA ROAD AT WALLULA, 0.6 METER (0.2 FT) SOUTH OF THE 5
 SA1759'X 2 FT GRANITE BASE FOR THE FORT WALLA WALLA GRANITE MONUMENT, 0.4 KM
 SA1759'(0.25 MI) NORTH OF THE SOUTH T JUNCTION OF WALLULA ROAD, 20.3 METERS
 SA1759'(66.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 6.8 METERS (22.5 FT)
 SA1759'NORTH OF THE NORTH 12-INCH WOODEN LEG OF THE FORT WALLA WALLA HISTORIC
 SA1759'INFORMATION SIGN.
 SA1759'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 SA1759'THE MARK IS 0.5 M BELOW THE HIGHWAY CENTERLINE..
 SA1759
 SA1759                          STATION RECOVERY (1996)
 SA1759
 SA1759'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SA1759'RECOVERED AS DESCRIBED BY NGS 1981.  ALTERNATE TO REACH AND
 SA1759'DESCRIPTION FOLLOWS  THE STATION IS LOCATED 28 MILES (45.1 KM) WEST OF
 SA1759'WALLA WALLA, 15 MILES (24.1 KM) SOUTHEAST OF PASCO, 1.8 MILES (2.9 KM)
 SA1759'NORTH OF WALLULA JUNCTION, AT A HISTORICAL MARKER SITE ON THE WEST
 SA1759'SIDE OF THE HIGHWAY  TO REACH THE STATION FROM THE WESTERN JUNCTION OF
 SA1759'US HIGHWAY 12 AND HIGHWAY 730 SOUTH OF PASCO, PROCEED NORTH ON US
 SA1759'HIGHWAY 12 1.8 MILES (2.9 KM) TO A HISTORICAL MARKER SITE ON THE LEFT
 SA1759'AND THE STATION SET NEAR THE GRANITE MEMORIAL  THE STATION IS THE TOP
 SA1759'CENTER OF A PUNCHMARKED STAINLESS STEEL ROD W/O SLEEVE SET INSIDE A 5
 SA1759'INCH LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE
 SA1759'SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED 20.3 M (66.6 FT)
 SA1759'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 12, 0.75 M (2.46 FT) EAST OF
 SA1759'THE WITNESS POST, 0.4 M (1.3 FT) SOUTH OF THE SOUTH EDGE OF THE
 SA1759'CONCRETE BASE AROUND THE GRANITE MONUMENT, 6.9 M (22.6 FT) NORTH OF
 SA1759'THE NORTHERN OF TWO SIGN SUPPORT POLES, 11.1 M (36.4 FT) NORTH OF A
 SA1759'POWER POLE
 SA1759
 SA1759                          STATION RECOVERY (2003)
 SA1759
 SA1759'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA1759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1786 ***********************************************************************
 SA1786  DESIGNATION -  B 503
 SA1786  PID         -  SA1786
 SA1786  STATE/COUNTY-  WA/FRANKLIN
 SA1786  USGS QUAD   -  MESA WEST (1986)
 SA1786
 SA1786                         *CURRENT SURVEY CONTROL
 SA1786  ___________________________________________________________________
 SA1786* NAD 83(1986)-  46 30 44.     (N)    119 00 50.     (W)     SCALED    
 SA1786* NAVD 88     -       202.466  (meters)     664.26   (feet)  ADJUSTED  
 SA1786  ___________________________________________________________________
 SA1786  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SA1786  DYNAMIC HT  -         202.473 (meters)     664.28  (feet)  COMP
 SA1786  MODELED GRAV-     980,645.4   (mgal)                       NAVD 88
 SA1786
 SA1786  VERT ORDER  -  FIRST     CLASS II
 SA1786
 SA1786.The horizontal coordinates were scaled from a topographic map and have
 SA1786.an estimated accuracy of +/- 6 seconds.
 SA1786
 SA1786.The orthometric height was determined by differential leveling
 SA1786.and adjusted by the National Geodetic Survey in June 1991..
 SA1786
 SA1786.The geoid height was determined by GEOID03.
 SA1786
 SA1786.The dynamic height is computed by dividing the NAVD 88
 SA1786.geopotential number by the normal gravity value computed on the
 SA1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1786.degrees latitude (g = 980.6199 gals.).
 SA1786
 SA1786.The modeled gravity was interpolated from observed gravity values.
 SA1786
 SA1786;                    North         East    Units  Estimated Accuracy
 SA1786;SPC WA S     -   132,110.      614,040.      MT  (+/- 180 meters Scaled)
 SA1786
 SA1786                          SUPERSEDED SURVEY CONTROL
 SA1786
 SA1786.No superseded survey control is available for this station.
 SA1786
 SA1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM455529(NAD 83)
 SA1786_MARKER: I = METAL ROD
 SA1786_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SA1786_SP_SET: STAINLESS STEEL ROD
 SA1786_STAMPING: B 503 1981
 SA1786_MARK LOGO: NGS   
 SA1786_PROJECTION: FLUSH
 SA1786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA1786_ROD/PIPE-DEPTH: 4.0  meters
 SA1786
 SA1786  HISTORY     - Date     Condition        Report By
 SA1786  HISTORY     - 1981     MONUMENTED       NGS
 SA1786
 SA1786                          STATION DESCRIPTION
 SA1786
 SA1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1786'7.1 KM (4.45 MI) NORTH FROM ELTOPIA.
 SA1786'7.1 KM (4.45 MI) NORTH ALONG U.S. HIGHWAY 395 FROM THE JUNCTION OF
 SA1786'BLANTON ROAD IN ELTOPIA, 0.2 KM (0.1 MI) SOUTH OF HIGHWAY MILEPOST 42,
 SA1786'0.1 KM (0.05 MI) NORTHWEST ACROSS THE HIGHWAY FROM THE NORTH END OF A
 SA1786'VOLCANIC ROCK HIGHWAY CUT, 36.9 METERS (121 FT) WEST OF THE CENTERLINE
 SA1786'OF THE HIGHWAY, 30.5 METERS (100 FT) EAST OF THE EAST RAIL OF THE
 SA1786'BURLINGTON NORTHERN RAILRAOD TRACKS, 9.8 METERS (32.0 FT) EAST OF THE
 SA1786'SECOND TELEPHONE POLE SOUTH OF A TRACK ROAD CROSSING THE TRACKS, 0.45
 SA1786'METERS (1.5 FT) EAST OF THE BARBED WIRE RIGHT-OF-WAY FENCE.
 SA1786'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 SA1786'THE MARK IS 0.8 M ABOVE THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1810 ***********************************************************************
 SA1810  DESIGNATION -  B 504
 SA1810  PID         -  SA1810
 SA1810  STATE/COUNTY-  WA/ADAMS
 SA1810  USGS QUAD   -  CONNELL (1970)
 SA1810
 SA1810                         *CURRENT SURVEY CONTROL
 SA1810  ___________________________________________________________________
 SA1810* NAD 83(1986)-  46 44 58.     (N)    118 50 10.     (W)     SCALED    
 SA1810* NAVD 88     -       323.550  (meters)    1061.51   (feet)  ADJUSTED  
 SA1810  ___________________________________________________________________
 SA1810  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SA1810  DYNAMIC HT  -         323.559 (meters)    1061.54  (feet)  COMP
 SA1810  MODELED GRAV-     980,634.8   (mgal)                       NAVD 88
 SA1810
 SA1810  VERT ORDER  -  FIRST     CLASS II
 SA1810
 SA1810.The horizontal coordinates were scaled from a topographic map and have
 SA1810.an estimated accuracy of +/- 6 seconds.
 SA1810
 SA1810.The orthometric height was determined by differential leveling
 SA1810.and adjusted by the National Geodetic Survey in June 1991..
 SA1810
 SA1810.The geoid height was determined by GEOID03.
 SA1810
 SA1810.The dynamic height is computed by dividing the NAVD 88
 SA1810.geopotential number by the normal gravity value computed on the
 SA1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1810.degrees latitude (g = 980.6199 gals.).
 SA1810
 SA1810.The modeled gravity was interpolated from observed gravity values.
 SA1810
 SA1810;                    North         East    Units  Estimated Accuracy
 SA1810;SPC WA S     -   158,740.      627,120.      MT  (+/- 180 meters Scaled)
 SA1810
 SA1810                          SUPERSEDED SURVEY CONTROL
 SA1810
 SA1810.No superseded survey control is available for this station.
 SA1810
 SA1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM597789(NAD 83)
 SA1810_MARKER: I = METAL ROD
 SA1810_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SA1810_SP_SET: STAINLESS STEEL ROD
 SA1810_STAMPING: B 504 1981
 SA1810_MARK LOGO: NGS   
 SA1810_PROJECTION: FLUSH
 SA1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA1810_ROD/PIPE-DEPTH: 4.8  meters
 SA1810
 SA1810  HISTORY     - Date     Condition        Report By
 SA1810  HISTORY     - 1981     MONUMENTED       NGS
 SA1810
 SA1810                          STATION DESCRIPTION
 SA1810
 SA1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1810'2.7 KM (1.7 MI) SOUTH FROM HATTON.
 SA1810'2.1 KM (1.3 MI) SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 SA1810'HATTON ROAD CROSSING IN HATTON, THENCE 0.6 KM (0.4 MI) SOUTH ALONG
 SA1810'ROXBORO ROAD, ON THE OUTSIDE OF THE SOUTH END OF A ROAD CURVE, AT THE
 SA1810'NORTHEAST CORNER OF AN ABANDONED GARAGE FOUNDATION, 18.0 METERS (59.0
 SA1810'FT) WEST OF THE CENTERLINE OF THE ROAD, 1.2 METERS (4.0 FT) EAST OF
 SA1810'THE CENTER OF A DOORWAY, 0.5 METERS (1.5 FT) NORTH OF THE NORTHEAST
 SA1810'CORNER AND IN LINE WITH THE EAST FACE OF THE FOUNDATION, 0.5 METERS
 SA1810'(1.5 FT) NORTH OF THE NORTH FACE OF THE FOUNDATION, 0.5 METERS (1.5
 SA1810'FT) BELOW THE TOP OF THE FOUNDATION WALL.
 SA1810'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 SA1810'THE MARK IS ABOVE LEVEL WITH ROXBORO ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0912 ***********************************************************************
 SW0912  DESIGNATION -  B 505
 SW0912  PID         -  SW0912
 SW0912  STATE/COUNTY-  WA/ADAMS
 SW0912  USGS QUAD   -  REIMAN (1967)
 SW0912
 SW0912                         *CURRENT SURVEY CONTROL
 SW0912  ___________________________________________________________________
 SW0912* NAD 83(1986)-  47 09 09.     (N)    118 41 13.     (W)     SCALED    
 SW0912* NAVD 88     -       552.105  (meters)    1811.36   (feet)  ADJUSTED  
 SW0912  ___________________________________________________________________
 SW0912  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 SW0912  DYNAMIC HT  -         552.132 (meters)    1811.45  (feet)  COMP
 SW0912  MODELED GRAV-     980,644.9   (mgal)                       NAVD 88
 SW0912
 SW0912  VERT ORDER  -  FIRST     CLASS II
 SW0912
 SW0912.The horizontal coordinates were scaled from a topographic map and have
 SW0912.an estimated accuracy of +/- 6 seconds.
 SW0912
 SW0912.The orthometric height was determined by differential leveling
 SW0912.and adjusted by the National Geodetic Survey in June 1991..
 SW0912
 SW0912.The geoid height was determined by GEOID03.
 SW0912
 SW0912.The dynamic height is computed by dividing the NAVD 88
 SW0912.geopotential number by the normal gravity value computed on the
 SW0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0912.degrees latitude (g = 980.6199 gals.).
 SW0912
 SW0912.The modeled gravity was interpolated from observed gravity values.
 SW0912
 SW0912;                    North         East    Units  Estimated Accuracy
 SW0912;SPC WA S     -   203,790.      637,480.      MT  (+/- 180 meters Scaled)
 SW0912
 SW0912                          SUPERSEDED SURVEY CONTROL
 SW0912
 SW0912.No superseded survey control is available for this station.
 SW0912
 SW0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN721234(NAD 83)
 SW0912_MARKER: I = METAL ROD
 SW0912_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0912_SP_SET: STAINLESS STEEL ROD
 SW0912_STAMPING: B 505 1981
 SW0912_MARK LOGO: NGS   
 SW0912_PROJECTION: FLUSH
 SW0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0912_ROD/PIPE-DEPTH: 4.8  meters
 SW0912
 SW0912  HISTORY     - Date     Condition        Report By
 SW0912  HISTORY     - 1981     MONUMENTED       NGS
 SW0912  HISTORY     - 1982     GOOD             NGS
 SW0912
 SW0912                          STATION DESCRIPTION
 SW0912
 SW0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0912'20.9 KM (13.0 MI) SOUTH FROM ODESSA.
 SW0912'20.9 KM (13.0 MI) SOUTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0912'STATE HIGHWAY 28 IN ODESSA, 0.6 KM (0.4 MI) NORTH OF HIGHWAY MILEPOST
 SW0912'18, 0.3 KM (0.2 MI) NORTH OF THE HOEFEL FARM HOUSE, IN THE SOUTHEAST
 SW0912'CORNER OF THE INTERSECTION OF NEERGAARD ROAD, 7.7 METERS (25.0 FT)
 SW0912'EAST OF THE CENTERLINE OF THE HIGHWAY, 14.3 METERS (47.0 FT) SOUTH OF
 SW0912'THE CENTERLINE OF THE ROAD, 3.2 METERS (10.5 FT) WEST OF THE WEST EDGE
 SW0912'OF A 12-FOOT WHITE TANK PROJECTING 25 FEET, 0.8 METERS (2.5 FT) SOUTH
 SW0912'OF TELEPHONE POLE NUMBER 515.
 SW0912'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 SW0912'THE MARK IS 0.5 M BELOW THE HIGHWAY CENTERLINE.
 SW0912
 SW0912                          STATION RECOVERY (1982)
 SW0912
 SW0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1101 ***********************************************************************
 SV1101  DESIGNATION -  B 506
 SV1101  PID         -  SV1101
 SV1101  STATE/COUNTY-  WA/SPOKANE
 SV1101  USGS QUAD   -  LANCE HILLS (1980)
 SV1101
 SV1101                         *CURRENT SURVEY CONTROL
 SV1101  ___________________________________________________________________
 SV1101* NAD 83(1986)-  47 27 40.     (N)    117 40 55.     (W)     SCALED    
 SV1101* NAVD 88     -       713.110  (meters)    2339.60   (feet)  ADJUSTED  
 SV1101  ___________________________________________________________________
 SV1101  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 SV1101  DYNAMIC HT  -         713.124 (meters)    2339.64  (feet)  COMP
 SV1101  MODELED GRAV-     980,608.5   (mgal)                       NAVD 88
 SV1101
 SV1101  VERT ORDER  -  FIRST     CLASS II
 SV1101
 SV1101.The horizontal coordinates were scaled from a topographic map and have
 SV1101.an estimated accuracy of +/- 6 seconds.
 SV1101
 SV1101.The orthometric height was determined by differential leveling
 SV1101.and adjusted by the National Geodetic Survey in June 1991..
 SV1101
 SV1101.The geoid height was determined by GEOID03.
 SV1101
 SV1101.The dynamic height is computed by dividing the NAVD 88
 SV1101.geopotential number by the normal gravity value computed on the
 SV1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1101.degrees latitude (g = 980.6199 gals.).
 SV1101
 SV1101.The modeled gravity was interpolated from observed gravity values.
 SV1101
 SV1101;                    North         East    Units  Estimated Accuracy
 SV1101;SPC WA N     -    56,130.      737,550.      MT  (+/- 180 meters Scaled)
 SV1101
 SV1101                          SUPERSEDED SURVEY CONTROL
 SV1101
 SV1101.No superseded survey control is available for this station.
 SV1101
 SV1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN486566(NAD 83)
 SV1101_MARKER: I = METAL ROD
 SV1101_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1101_SP_SET: STAINLESS STEEL ROD
 SV1101_STAMPING: B 506 1981
 SV1101_MARK LOGO: NGS   
 SV1101_PROJECTION: FLUSH
 SV1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1101_ROD/PIPE-DEPTH: 3.7  meters
 SV1101
 SV1101  HISTORY     - Date     Condition        Report By
 SV1101  HISTORY     - 1981     MONUMENTED       NGS
 SV1101
 SV1101                          STATION DESCRIPTION
 SV1101
 SV1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SV1101'8.9 KM (5.5 MI) SW FROM CHENEY.
 SV1101'8.9 KM (5.5 MILES) SOUTHWEST ALONG THE COLUMBIA BASIN
 SV1101'HIGHWAY FROM THE INTERSECTION OF COLLEGE STREET AT CHENEY,
 SV1101'0.8 KM (0.5 MILE) NORTHEAST OF MILE POST 5, 0.85 KM (0.55 MILE)
 SV1101'SOUTHWEST OF THE INTERSECTION OF GRAHAM-GRIFFITH ROAD, 15.3
 SV1101'METERS (50.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 SV1101'HIGHWAY, 3.4 METERS (11.0 FEET) SOUTHWEST OF THE SOUTH POWER
 SV1101'POLE (NUMBER W114) OF A POWER LINE CROSSING THE HIGHWAY,
 SV1101'35 METERS (11.4 FEET) SOUTHWEST OF A SOUTHWEST GATE POST,
 SV1101'0.5 METER (1.5 FEET) NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 SV1101'2.1 METERS (7.0 FEET) NORTHWEST OF 10 INCH PINE TREE.
 SV1101'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 SV1101'THE MARK IS 1.0 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0931 ***********************************************************************
 SW0931  DESIGNATION -  B 507
 SW0931  PID         -  SW0931
 SW0931  STATE/COUNTY-  WA/LINCOLN
 SW0931  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW0931
 SW0931                         *CURRENT SURVEY CONTROL
 SW0931  ___________________________________________________________________
 SW0931* NAD 83(1986)-  47 21 25.     (N)    118 03 10.     (W)     SCALED    
 SW0931* NAVD 88     -       645.293  (meters)    2117.10   (feet)  ADJUSTED  
 SW0931  ___________________________________________________________________
 SW0931  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 SW0931  DYNAMIC HT  -         645.315 (meters)    2117.17  (feet)  COMP
 SW0931  MODELED GRAV-     980,625.9   (mgal)                       NAVD 88
 SW0931
 SW0931  VERT ORDER  -  FIRST     CLASS II
 SW0931
 SW0931.The horizontal coordinates were scaled from a topographic map and have
 SW0931.an estimated accuracy of +/- 6 seconds.
 SW0931
 SW0931.The orthometric height was determined by differential leveling
 SW0931.and adjusted by the National Geodetic Survey in June 1991..
 SW0931
 SW0931.The geoid height was determined by GEOID03.
 SW0931
 SW0931.The dynamic height is computed by dividing the NAVD 88
 SW0931.geopotential number by the normal gravity value computed on the
 SW0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0931.degrees latitude (g = 980.6199 gals.).
 SW0931
 SW0931.The modeled gravity was interpolated from observed gravity values.
 SW0931
 SW0931;                    North         East    Units  Estimated Accuracy
 SW0931;SPC WA N     -    43,480.      710,030.      MT  (+/- 180 meters Scaled)
 SW0931
 SW0931                          SUPERSEDED SURVEY CONTROL
 SW0931
 SW0931.No superseded survey control is available for this station.
 SW0931
 SW0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN204453(NAD 83)
 SW0931_MARKER: I = METAL ROD
 SW0931_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0931_SP_SET: STAINLESS STEEL ROD
 SW0931_STAMPING: B 507 1981
 SW0931_MARK LOGO: NGS   
 SW0931_PROJECTION: FLUSH
 SW0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0931_ROD/PIPE-DEPTH: 1.2  meters
 SW0931
 SW0931  HISTORY     - Date     Condition        Report By
 SW0931  HISTORY     - 1981     MONUMENTED       NGS
 SW0931
 SW0931                          STATION DESCRIPTION
 SW0931
 SW0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0931'10.5 KM (6.5 MI) NW FROM SPRAGUE.
 SW0931'10.5 KM (6.5 MILES) NORTHWEST ALONG STATE HIGHWAY 23 FROM THE
 SW0931'COLUMBIA BASIN OVERPASS AT SPRAGUE, 0.25 KM (0.15 MILE)
 SW0931'NORTHEAST OF A FARM HOUSE, 0.5 KM (0.3 MILE) NORTHEAST OF
 SW0931'MILEPOST 50, 9.3 METERS (30.5 FEET) SOUTHEAST OF THE
 SW0931'CENTERLINE OF THE HIGHWAY, 0.7 METERS (2.3 FEET) NORTHWEST
 SW0931'OF A FENCE CORNER POST, 52.4 METERS (172.0 FEET) NORTHEAST
 SW0931'OF THE SOUTHEAST END OF A 30 INCH METER PIPE CULVERT, 0.4
 SW0931'METER (1.3 FEET) NORTHEAST OF A  T  TOP FENCE POST WITHOUT
 SW0931'A WITNESS POST.
 SW0931'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 SW0931'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0955 ***********************************************************************
 SW0955  DESIGNATION -  B 508
 SW0955  PID         -  SW0955
 SW0955  STATE/COUNTY-  WA/LINCOLN
 SW0955  USGS QUAD   -  CORMANA LAKE (1969)
 SW0955
 SW0955                         *CURRENT SURVEY CONTROL
 SW0955  ___________________________________________________________________
 SW0955* NAD 83(1986)-  47 22 44.     (N)    118 23 39.     (W)     SCALED    
 SW0955* NAVD 88     -       585.285  (meters)    1920.22   (feet)  ADJUSTED  
 SW0955  ___________________________________________________________________
 SW0955  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 SW0955  DYNAMIC HT  -         585.307 (meters)    1920.29  (feet)  COMP
 SW0955  MODELED GRAV-     980,631.9   (mgal)                       NAVD 88
 SW0955
 SW0955  VERT ORDER  -  FIRST     CLASS II
 SW0955
 SW0955.The horizontal coordinates were scaled from a topographic map and have
 SW0955.an estimated accuracy of +/- 6 seconds.
 SW0955
 SW0955.The orthometric height was determined by differential leveling
 SW0955.and adjusted by the National Geodetic Survey in June 1991..
 SW0955
 SW0955.The geoid height was determined by GEOID03.
 SW0955
 SW0955.The dynamic height is computed by dividing the NAVD 88
 SW0955.geopotential number by the normal gravity value computed on the
 SW0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0955.degrees latitude (g = 980.6199 gals.).
 SW0955
 SW0955.The modeled gravity was interpolated from observed gravity values.
 SW0955
 SW0955;                    North         East    Units  Estimated Accuracy
 SW0955;SPC WA N     -    45,050.      684,170.      MT  (+/- 180 meters Scaled)
 SW0955
 SW0955                          SUPERSEDED SURVEY CONTROL
 SW0955
 SW0955.No superseded survey control is available for this station.
 SW0955
 SW0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN947482(NAD 83)
 SW0955_MARKER: DB = BENCH MARK DISK
 SW0955_SETTING: 66 = SET IN ROCK OUTCROP
 SW0955_SP_SET: ROCK OUTCROP
 SW0955_STAMPING: B 508 1981
 SW0955_MARK LOGO: NGS   
 SW0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0955+STABILITY: POSITION/ELEVATION WELL
 SW0955
 SW0955  HISTORY     - Date     Condition        Report By
 SW0955  HISTORY     - 1981     MONUMENTED       NGS
 SW0955
 SW0955                          STATION DESCRIPTION
 SW0955
 SW0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0955'15.6 KM (9.7 MI) SW FROM HARRINGTON.
 SW0955'11.6 KM (7.25 MILES) SOUTHWEST ALONG THE BURLINGTON NORTHERN
 SW0955'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 23 AT HARRINGTON,
 SW0955'THENCE 4.0 KM (2.45 MILES) SOUTHWEST ALONG A PAVED ROAD,
 SW0955'27.9 METERS (91.5 FEET) NORTHWEST OF THE CENTERLINE OF THE
 SW0955'ROAD, IN TOP AND 11.1 METERS (36.5 FEET) NORTHEAST OF THE
 SW0955'SOUTHWEST END OF A LEDGE OF VOLCANIC ROCK OUTCROP, 102.4
 SW0955'METERS (336.0 FEET) SOUTHWEST OF THE EXTENDED CENTERLINE OF
 SW0955'A PAVED ROAD LEADING SOUTHEAST, 1.5 METERS (5.0 FEET) BELOW
 SW0955'A WITNESS POST.
 SW0955'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 SW0955'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0982 ***********************************************************************
 SW0982  DESIGNATION -  B 509
 SW0982  PID         -  SW0982
 SW0982  STATE/COUNTY-  WA/LINCOLN
 SW0982  USGS QUAD   -  SULLIVAN LAKE (1968)
 SW0982
 SW0982                         *CURRENT SURVEY CONTROL
 SW0982  ___________________________________________________________________
 SW0982* NAD 83(1986)-  47 29 40.     (N)    118 47 04.     (W)     SCALED    
 SW0982* NAVD 88     -       581.619  (meters)    1908.19   (feet)  ADJUSTED  
 SW0982  ___________________________________________________________________
 SW0982  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 SW0982  DYNAMIC HT  -         581.655 (meters)    1908.31  (feet)  COMP
 SW0982  MODELED GRAV-     980,654.6   (mgal)                       NAVD 88
 SW0982
 SW0982  VERT ORDER  -  FIRST     CLASS II
 SW0982
 SW0982.The horizontal coordinates were scaled from a topographic map and have
 SW0982.an estimated accuracy of +/- 6 seconds.
 SW0982
 SW0982.The orthometric height was determined by differential leveling
 SW0982.and adjusted by the National Geodetic Survey in June 1991..
 SW0982
 SW0982.The geoid height was determined by GEOID03.
 SW0982
 SW0982.The dynamic height is computed by dividing the NAVD 88
 SW0982.geopotential number by the normal gravity value computed on the
 SW0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0982.degrees latitude (g = 980.6199 gals.).
 SW0982
 SW0982.The modeled gravity was interpolated from observed gravity values.
 SW0982
 SW0982;                    North         East    Units  Estimated Accuracy
 SW0982;SPC WA N     -    57,030.      654,370.      MT  (+/- 180 meters Scaled)
 SW0982
 SW0982                          SUPERSEDED SURVEY CONTROL
 SW0982
 SW0982.No superseded survey control is available for this station.
 SW0982
 SW0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN655616(NAD 83)
 SW0982_MARKER: I = METAL ROD
 SW0982_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0982_SP_SET: STAINLESS STEEL ROD
 SW0982_STAMPING: B 509 1981
 SW0982_MARK LOGO: NGS   
 SW0982_PROJECTION: FLUSH
 SW0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0982_ROD/PIPE-DEPTH: 2.7  meters
 SW0982
 SW0982  HISTORY     - Date     Condition        Report By
 SW0982  HISTORY     - 1981     MONUMENTED       NGS
 SW0982  HISTORY     - 1983     GOOD             NGS
 SW0982
 SW0982                          STATION DESCRIPTION
 SW0982
 SW0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0982'22.4 KM (13.95 MI) NORT FROM ODESSA.
 SW0982'22.4 KM (13.95 MI) NORTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0982'STATE HIGHWAY 28 IN ODESSA, 0.55 KM (0.35 MI) SOUTH OF MILEPOST 46,
 SW0982'16.2 METERS (53 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 3.4 METERS
 SW0982'(11 FT) NORTH OF THE EXTENDED CENTERLINE OF A GRAVEL ROAD LEADING WEST
 SW0982'0.6 METER (2.0 FT) WEST OF A POWER LINE POLE, 5.9 METERS (19.5 FT)
 SW0982'EAST OF A DOUBLE GUY WIRE ANCHOR.
 SW0982'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 SW0982'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 SW0982
 SW0982                          STATION RECOVERY (1983)
 SW0982
 SW0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SW0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0072 ***********************************************************************
 SB0072  DESIGNATION -  B 51
 SB0072  PID         -  SB0072
 SB0072  STATE/COUNTY-  WA/KITTITAS
 SB0072  USGS QUAD   -  EAST KITTITAS (1953)
 SB0072
 SB0072                         *CURRENT SURVEY CONTROL
 SB0072  ___________________________________________________________________
 SB0072* NAD 83(1986)-  46 58 26.     (N)    120 21 51.     (W)     SCALED    
 SB0072* NAVD 88     -       548.460  (meters)    1799.41   (feet)  ADJUSTED  
 SB0072  ___________________________________________________________________
 SB0072  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 SB0072  DYNAMIC HT  -         548.460 (meters)    1799.41  (feet)  COMP
 SB0072  MODELED GRAV-     980,595.8   (mgal)                       NAVD 88
 SB0072
 SB0072  VERT ORDER  -  SECOND    CLASS 0
 SB0072
 SB0072.The horizontal coordinates were scaled from a topographic map and have
 SB0072.an estimated accuracy of +/- 6 seconds.
 SB0072
 SB0072.The orthometric height was determined by differential leveling
 SB0072.and adjusted by the National Geodetic Survey in June 1991..
 SB0072
 SB0072.The geoid height was determined by GEOID03.
 SB0072
 SB0072.The dynamic height is computed by dividing the NAVD 88
 SB0072.geopotential number by the normal gravity value computed on the
 SB0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0072.degrees latitude (g = 980.6199 gals.).
 SB0072
 SB0072.The modeled gravity was interpolated from observed gravity values.
 SB0072
 SB0072;                    North         East    Units  Estimated Accuracy
 SB0072;SPC WA S     -   182,360.      510,340.      MT  (+/- 180 meters Scaled)
 SB0072
 SB0072                          SUPERSEDED SURVEY CONTROL
 SB0072
 SB0072  NGVD 29 (??/??/92)  547.335  (m)         1795.71   (f) ADJ UNCH    2 0
 SB0072
 SB0072.Superseded values are not recommended for survey control.
 SB0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0072.See file dsdata.txt to determine how the superseded data were derived.
 SB0072
 SB0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT004056(NAD 83)
 SB0072_MARKER: DB = BENCH MARK DISK
 SB0072_SETTING: 0 = UNSPECIFIED SETTING
 SB0072_STAMPING: B 51 1934
 SB0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0072
 SB0072  HISTORY     - Date     Condition        Report By
 SB0072  HISTORY     - 1934     MONUMENTED       CGS
 SB0072
 SB0072                          STATION DESCRIPTION
 SB0072
 SB0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SB0072'IN EAST KITTITAS.
 SB0072'ALONG THE RIGHT OF WAY OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0072'RAILROAD, 0.4 MILE WEST OF MILE POST 2051, 17 RAIL LENGTHS,
 SB0072'APPROXIMATELY 187 YARDS EAST OF THE STATION BUILDING, 6 1-2 RAIL
 SB0072'LENGTHS EAST OF SWITCH STAND AT EAST END OF SIDING, 4 1-2 RAIL LENGTHS
 SB0072'EAST OF PUBLIC CROSSING, 45 FEET NORTH OF TRACK, 2 FEET SOUTH OF RIGHT
 SB0072'OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1009 ***********************************************************************
 SW1009  DESIGNATION -  B 510
 SW1009  PID         -  SW1009
 SW1009  STATE/COUNTY-  WA/LINCOLN
 SW1009  USGS QUAD   -  BROADAX DRAW (1989)
 SW1009
 SW1009                         *CURRENT SURVEY CONTROL
 SW1009  ___________________________________________________________________
 SW1009* NAD 83(1986)-  47 51 46.     (N)    118 49 46.     (W)     SCALED    
 SW1009* NAVD 88     -       814.429  (meters)    2672.01   (feet)  ADJUSTED  
 SW1009  ___________________________________________________________________
 SW1009  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 SW1009  DYNAMIC HT  -         814.453 (meters)    2672.08  (feet)  COMP
 SW1009  MODELED GRAV-     980,614.8   (mgal)                       NAVD 88
 SW1009
 SW1009  VERT ORDER  -  FIRST     CLASS II
 SW1009
 SW1009.The horizontal coordinates were scaled from a topographic map and have
 SW1009.an estimated accuracy of +/- 6 seconds.
 SW1009
 SW1009.The orthometric height was determined by differential leveling
 SW1009.and adjusted by the National Geodetic Survey in June 1991..
 SW1009
 SW1009.The geoid height was determined by GEOID03.
 SW1009
 SW1009.The dynamic height is computed by dividing the NAVD 88
 SW1009.geopotential number by the normal gravity value computed on the
 SW1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW1009.degrees latitude (g = 980.6199 gals.).
 SW1009
 SW1009.The modeled gravity was interpolated from observed gravity values.
 SW1009
 SW1009;                    North         East    Units  Estimated Accuracy
 SW1009;SPC WA N     -    97,880.      649,910.      MT  (+/- 180 meters Scaled)
 SW1009
 SW1009                          SUPERSEDED SURVEY CONTROL
 SW1009
 SW1009.No superseded survey control is available for this station.
 SW1009
 SW1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP631026(NAD 83)
 SW1009_MARKER: I = METAL ROD
 SW1009_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW1009_SP_SET: STAINLESS STEEL ROD
 SW1009_STAMPING: B 510 1981
 SW1009_MARK LOGO: NGS   
 SW1009_PROJECTION: FLUSH
 SW1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1009_ROD/PIPE-DEPTH: 3.6  meters
 SW1009
 SW1009  HISTORY     - Date     Condition        Report By
 SW1009  HISTORY     - 1981     MONUMENTED       NGS
 SW1009
 SW1009                          STATION DESCRIPTION
 SW1009
 SW1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW1009'13.4 KM (8.35 MI) NW FROM WILBUR.
 SW1009'13.4 KM (8.35 MI) NORTHWEST ALONG STATE HIGHWAY 174 FROM THE JUNCTION
 SW1009'OF US HIGHWAY 2 IN WILBUR, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST 33,
 SW1009'22.5 METERS (74 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8
 SW1009'METERS (26.5 FT) EAST OF THE CENTERLINE OF A GRAVEL ROAD, 0.3 METER (1
 SW1009'FT) NORTHEAST OF A FENCE, THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 SW1009'11 FEET.
 SW1009'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 SW1009'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0777 ***********************************************************************
 TP0777  DESIGNATION -  B 511
 TP0777  PID         -  TP0777
 TP0777  STATE/COUNTY-  WA/OKANOGAN
 TP0777  USGS QUAD   -  ARMSTRONG CREEK (1989)
 TP0777
 TP0777                         *CURRENT SURVEY CONTROL
 TP0777  ___________________________________________________________________
 TP0777* NAD 83(1986)-  48 08 05.     (N)    119 00 14.     (W)     SCALED    
 TP0777* NAVD 88     -       518.056  (meters)    1699.66   (feet)  ADJUSTED  
 TP0777  ___________________________________________________________________
 TP0777  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 TP0777  DYNAMIC HT  -         518.107 (meters)    1699.82  (feet)  COMP
 TP0777  MODELED GRAV-     980,695.3   (mgal)                       NAVD 88
 TP0777
 TP0777  VERT ORDER  -  FIRST     CLASS II
 TP0777
 TP0777.The horizontal coordinates were scaled from a topographic map and have
 TP0777.an estimated accuracy of +/- 6 seconds.
 TP0777
 TP0777.The orthometric height was determined by differential leveling
 TP0777.and adjusted by the National Geodetic Survey in June 1991..
 TP0777
 TP0777.The geoid height was determined by GEOID03.
 TP0777
 TP0777.The dynamic height is computed by dividing the NAVD 88
 TP0777.geopotential number by the normal gravity value computed on the
 TP0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0777.degrees latitude (g = 980.6199 gals.).
 TP0777
 TP0777.The modeled gravity was interpolated from observed gravity values.
 TP0777
 TP0777;                    North         East    Units  Estimated Accuracy
 TP0777;SPC WA N     -   127,780.      636,150.      MT  (+/- 180 meters Scaled)
 TP0777
 TP0777                          SUPERSEDED SURVEY CONTROL
 TP0777
 TP0777.No superseded survey control is available for this station.
 TP0777
 TP0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP509332(NAD 83)
 TP0777_MARKER: DB = BENCH MARK DISK
 TP0777_SETTING: 66 = SET IN ROCK OUTCROP
 TP0777_SP_SET: ROCK OUTCROP
 TP0777_STAMPING: B 511 1981
 TP0777_MARK LOGO: NGS   
 TP0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0777+STABILITY: POSITION/ELEVATION WELL
 TP0777
 TP0777  HISTORY     - Date     Condition        Report By
 TP0777  HISTORY     - 1981     MONUMENTED       NGS
 TP0777  HISTORY     - 1983     GOOD             NGS
 TP0777
 TP0777                          STATION DESCRIPTION
 TP0777
 TP0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0777'2.2 KM (1.4 MI) WEST FROM COLVILLE INDIAN AGENCY.
 TP0777'2.2 KM (1.4 MI) WEST ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 TP0777'HIGHWAY 155 AT THE COLVILLE INDIAN AGENCY, IN TOP OF A GRANITE OUTCROP
 TP0777'ON THE EAST EDGE OF A SHOLLOW RAVINE FORMED BY THE OLD NESPELEM-OMAK
 TP0777'ROAD, ON THE EAST SLOPE OF A SMALL MOUNTAIN, 0.4 KM (0.25 MI) WEST OF
 TP0777'THE Y JUNCTION OF A PAVED ROAD, 7.9 METERS (26 FT) NORTHWEST OF THE
 TP0777'CENTERLINE OF THE ROAD, 26.7 METERS (87.5 FT) SOUTH OF A FENCE POST IN
 TP0777'AN OUTCROP, 9.6 METERS (31.5 FT) EAST OF A BRACED FENCE POST, 10
 TP0777'METERS (33 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 0.9 METER (3 FT)
 TP0777'EAST OF THE CENTER OF THE RAVINE.
 TP0777'THE MARK IS 0.35 METERS  S FROM A WITNESS POST.
 TP0777'THE MARK IS 0.5 M ABOVE THE ROAD.
 TP0777
 TP0777                          STATION RECOVERY (1983)
 TP0777
 TP0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TP0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0801 ***********************************************************************
 TP0801  DESIGNATION -  B 512
 TP0801  PID         -  TP0801
 TP0801  STATE/COUNTY-  WA/OKANOGAN
 TP0801  USGS QUAD   -  OMAK LAKE (1980)
 TP0801
 TP0801                         *CURRENT SURVEY CONTROL
 TP0801  ___________________________________________________________________
 TP0801* NAD 83(1986)-  48 15 36.     (N)    119 24 01.     (W)     SCALED    
 TP0801* NAVD 88     -       457.537  (meters)    1501.10   (feet)  ADJUSTED  
 TP0801  ___________________________________________________________________
 TP0801  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 TP0801  DYNAMIC HT  -         457.594 (meters)    1501.29  (feet)  COMP
 TP0801  MODELED GRAV-     980,722.4   (mgal)                       NAVD 88
 TP0801
 TP0801  VERT ORDER  -  FIRST     CLASS II
 TP0801
 TP0801.The horizontal coordinates were scaled from a topographic map and have
 TP0801.an estimated accuracy of +/- 6 seconds.
 TP0801
 TP0801.The orthometric height was determined by differential leveling
 TP0801.and adjusted by the National Geodetic Survey in June 1991..
 TP0801
 TP0801.The geoid height was determined by GEOID03.
 TP0801
 TP0801.The dynamic height is computed by dividing the NAVD 88
 TP0801.geopotential number by the normal gravity value computed on the
 TP0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0801.degrees latitude (g = 980.6199 gals.).
 TP0801
 TP0801.The modeled gravity was interpolated from observed gravity values.
 TP0801
 TP0801;                    North         East    Units  Estimated Accuracy
 TP0801;SPC WA N     -   141,080.      606,390.      MT  (+/- 180 meters Scaled)
 TP0801
 TP0801                          SUPERSEDED SURVEY CONTROL
 TP0801
 TP0801.No superseded survey control is available for this station.
 TP0801
 TP0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP218479(NAD 83)
 TP0801_MARKER: DV = VERTICAL CONTROL DISK
 TP0801_SETTING: 66 = SET IN ROCK OUTCROP
 TP0801_SP_SET: ROCK OUTCROP
 TP0801_STAMPING: B 512 1981
 TP0801_MARK LOGO: NGS   
 TP0801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0801+STABILITY: POSITION/ELEVATION WELL
 TP0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP0801+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1988
 TP0801
 TP0801  HISTORY     - Date     Condition        Report By
 TP0801  HISTORY     - 1981     MONUMENTED       NGS
 TP0801  HISTORY     - 19880322 GOOD             NGS
 TP0801
 TP0801                          STATION DESCRIPTION
 TP0801
 TP0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0801'19.3 KM (12.0 MI) SOUTH FROM OMAK.
 TP0801'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 155 FROM THE CROSSING OF THE
 TP0801'BURLINGTON NORTHERN RAILROAD IN OMAK, THENCE 18.5 KM (11.5 MI) SOUTH
 TP0801'ALONG OMAK LAKE ROAD, IN TOP OF A 3 BY 15 FOOT GRANITE OUTCROP
 TP0801'PROJECTING 2 FEET ABOVE THE GROUND, 0.1 KM (0.05 MI) SOUTH OF THE
 TP0801'SOUTH END OF A CURVE, 9.5 METERS (31 FT) EAST OF THE CENTERLINE OF THE
 TP0801'ROAD, 22.8 METERS (75 FT) EAST OF AND ACROSS THE ROAD FROM A THE EAST
 TP0801'SIDE OF A 15 BY 15 FOOT FRACTURED GRANITE OUTCROP PROJECTING 6 FEET
 TP0801'ABOVE THE GROUND, 1.5 METERS (5 FT) NORTH OF THE SOUTH END OF THE
 TP0801'OUTCROP.
 TP0801'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 TP0801'THE MARK IS 0.6 M ABOVE THE ROAD.
 TP0801
 TP0801                          STATION RECOVERY (1988)
 TP0801
 TP0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TP0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1407 ***********************************************************************
 TP1407  DESIGNATION -  B 512 RESET
 TP1407  PID         -  TP1407
 TP1407  STATE/COUNTY-  WA/OKANOGAN
 TP1407  USGS QUAD   -  OMAK LAKE (1980)
 TP1407
 TP1407                         *CURRENT SURVEY CONTROL
 TP1407  ___________________________________________________________________
 TP1407* NAD 83(1986)-  48 15 36.     (N)    119 24 01.     (W)     SCALED    
 TP1407* NAVD 88     -       457.18   (meters)    1499.9    (feet)  RESET     
 TP1407  ___________________________________________________________________
 TP1407  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 TP1407
 TP1407  VERT ORDER  -  THIRD
 TP1407
 TP1407.The horizontal coordinates were scaled from a topographic map and have
 TP1407.an estimated accuracy of +/- 6 seconds.
 TP1407
 TP1407.The orthometric height was computed from unverified reset data.
 TP1407.No vertical observational check was made to the station.
 TP1407
 TP1407.The geoid height was determined by GEOID03.
 TP1407
 TP1407;                    North         East    Units  Estimated Accuracy
 TP1407;SPC WA N     -   141,080.      606,390.      MT  (+/- 180 meters Scaled)
 TP1407
 TP1407                          SUPERSEDED SURVEY CONTROL
 TP1407
 TP1407.No superseded survey control is available for this station.
 TP1407
 TP1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP218479(NAD 83)
 TP1407_MARKER: DV = VERTICAL CONTROL DISK
 TP1407_SETTING: 66 = SET IN ROCK OUTCROP
 TP1407_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TP1407_STAMPING: B 512 RESET 1988
 TP1407_MARK LOGO: NGS   
 TP1407_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP1407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1407+STABILITY: POSITION/ELEVATION WELL
 TP1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP1407+SATELLITE: SATELLITE OBSERVATIONS - 1988
 TP1407
 TP1407  HISTORY     - Date     Condition        Report By
 TP1407  HISTORY     - 1988     MONUMENTED       NGS
 TP1407
 TP1407                          STATION DESCRIPTION
 TP1407
 TP1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 TP1407'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) SOUTH OF OMAK AND ON
 TP1407'ROAD RIGHT-OF-WAY ON THE COLVILLE INDIAN RESERVATION.
 TP1407'TO REACH FROM THE RAILROAD STATION IN OMAK, GO EASTERLY ON STATE ROUTE
 TP1407'155 FOR 0.80 KM (0.50 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 TP1407'SOUTHERLY ON THE OMAK LAKE ROAD FOR 18.51 KM (11.50 MI) TO THE MARK
 TP1407'ON THE LEFT, IN A 1.2 M (3.9 FT) X 2.7 M (8.9 FT)
 TP1407'ROCK OUTCROP.  IT IS 22.0 M (72.2 FT) EAST OF THE CENTER OF  THE ROAD,
 TP1407'5.0  M (16.4 FT) NORTH OF A BRACE POST IN THE RIGHT-OF-WAY FENCE, 1.0
 TP1407'M (3.3 FT) SOUTH OF A WITNESS POST AND 0.2 M (0.7 FT) EAST OF THE
 TP1407'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0869 ***********************************************************************
 TP0869  DESIGNATION -  B 513
 TP0869  PID         -  TP0869
 TP0869  STATE/COUNTY-  WA/OKANOGAN
 TP0869  USGS QUAD   -  RIVERSIDE (1981)
 TP0869
 TP0869                         *CURRENT SURVEY CONTROL
 TP0869  ___________________________________________________________________
 TP0869* NAD 83(1986)-  48 32 22.     (N)    119 32 09.     (W)     SCALED    
 TP0869* NAVD 88     -       326.301  (meters)    1070.54   (feet)  ADJUSTED  
 TP0869  ___________________________________________________________________
 TP0869  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 TP0869  DYNAMIC HT  -         326.356 (meters)    1070.72  (feet)  COMP
 TP0869  MODELED GRAV-     980,772.6   (mgal)                       NAVD 88
 TP0869
 TP0869  VERT ORDER  -  FIRST     CLASS II
 TP0869
 TP0869.The horizontal coordinates were scaled from a topographic map and have
 TP0869.an estimated accuracy of +/- 6 seconds.
 TP0869
 TP0869.The orthometric height was determined by differential leveling
 TP0869.and adjusted by the National Geodetic Survey in June 1991..
 TP0869
 TP0869.The geoid height was determined by GEOID03.
 TP0869
 TP0869.The dynamic height is computed by dividing the NAVD 88
 TP0869.geopotential number by the normal gravity value computed on the
 TP0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0869.degrees latitude (g = 980.6199 gals.).
 TP0869
 TP0869.The modeled gravity was interpolated from observed gravity values.
 TP0869
 TP0869;                    North         East    Units  Estimated Accuracy
 TP0869;SPC WA N     -   171,970.      595,810.      MT  (+/- 180 meters Scaled)
 TP0869
 TP0869                          SUPERSEDED SURVEY CONTROL
 TP0869
 TP0869.No superseded survey control is available for this station.
 TP0869
 TP0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP128793(NAD 83)
 TP0869_MARKER: I = METAL ROD
 TP0869_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0869_SP_SET: STAINLESS STEEL ROD
 TP0869_STAMPING: B 513 1981
 TP0869_MARK LOGO: NGS   
 TP0869_PROJECTION: FLUSH
 TP0869_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0869_ROD/PIPE-DEPTH: 10.6 meters
 TP0869
 TP0869  HISTORY     - Date     Condition        Report By
 TP0869  HISTORY     - 1981     MONUMENTED       NGS
 TP0869  HISTORY     - 19860716 GOOD             NGS
 TP0869
 TP0869                          STATION DESCRIPTION
 TP0869
 TP0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0869'4.9 KM (3.05 MI) NORTH FROM RIVERSIDE.
 TP0869'1.3 KM (0.8 MI) NORTHWEST ALONG MAIN STREET FROM THE POST OFFICE IN
 TP0869'RIVERSIDE, THENCE 3.6 KM (2.25 MI) NORTH ALONG US HIGHWAY 97, AT HIGH
 TP0869'TENSION POWER LINE DOUBLE POLE STRUCTURE OO R1-15-4, 0.05 MILE
 TP0869'NORTHWEST OF AND ACROSS THE HIGHWAY FROM MILEPOST 302, 43.1 METERS
 TP0869'(141.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22.3 METERS (73
 TP0869'FT) WEST OF AN UNDERGROUND CABLE BOX, 20.7 METERS (68 FT) SOUTHWEST OF
 TP0869'THE RIGHT-OF-WAY FENCE, 1.3 METERS (4.5 FT) NORTHEAST OF POWER POLE B.
 TP0869'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 TP0869'THE MARK IS 1 M BELOW THE HIGHWAY.
 TP0869
 TP0869                          STATION RECOVERY (1986)
 TP0869
 TP0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 TP0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0893 ***********************************************************************
 TP0893  DESIGNATION -  B 514
 TP0893  PID         -  TP0893
 TP0893  STATE/COUNTY-  WA/OKANOGAN
 TP0893  USGS QUAD   -  OROVILLE (1982)
 TP0893
 TP0893                         *CURRENT SURVEY CONTROL
 TP0893  ___________________________________________________________________
 TP0893* NAD 83(1986)-  48 56 56.     (N)    119 26 12.     (W)     SCALED    
 TP0893* NAVD 88     -       295.561  (meters)     969.69   (feet)  ADJUSTED  
 TP0893  ___________________________________________________________________
 TP0893  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 TP0893  DYNAMIC HT  -         295.614 (meters)     969.86  (feet)  COMP
 TP0893  MODELED GRAV-     980,784.9   (mgal)                       NAVD 88
 TP0893
 TP0893  VERT ORDER  -  FIRST     CLASS II
 TP0893
 TP0893.The horizontal coordinates were scaled from a topographic map and have
 TP0893.an estimated accuracy of +/- 6 seconds.
 TP0893
 TP0893.The orthometric height was determined by differential leveling
 TP0893.and adjusted by the National Geodetic Survey in June 1991..
 TP0893
 TP0893.The geoid height was determined by GEOID03.
 TP0893
 TP0893.The dynamic height is computed by dividing the NAVD 88
 TP0893.geopotential number by the normal gravity value computed on the
 TP0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0893.degrees latitude (g = 980.6199 gals.).
 TP0893
 TP0893.The modeled gravity was interpolated from observed gravity values.
 TP0893
 TP0893;                    North         East    Units  Estimated Accuracy
 TP0893;SPC WA N     -   217,620.      602,300.      MT  (+/- 180 meters Scaled)
 TP0893
 TP0893                          SUPERSEDED SURVEY CONTROL
 TP0893
 TP0893.No superseded survey control is available for this station.
 TP0893
 TP0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ216246(NAD 83)
 TP0893_MARKER: I = METAL ROD
 TP0893_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0893_SP_SET: STAINLESS STEEL ROD
 TP0893_STAMPING: B 514 1981
 TP0893_MARK LOGO: NGS   
 TP0893_PROJECTION: FLUSH
 TP0893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0893_ROD/PIPE-DEPTH: 12.2 meters
 TP0893
 TP0893  HISTORY     - Date     Condition        Report By
 TP0893  HISTORY     - 1981     MONUMENTED       NGS
 TP0893  HISTORY     - 1988     GOOD             USPSQD
 TP0893
 TP0893                          STATION DESCRIPTION
 TP0893
 TP0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0893'1.4 KM (0.9 MI) NORTH FROM OROVILLE.
 TP0893'1.4 KM (0.9 MI) NORTH ALONG US HIGHWAY FROM THE BURLINGTON NORTHERN
 TP0893'RAILROAD STATION IN OROVILLE, AT THE NORTH CORNER OF THE Y JUNCTION OF
 TP0893'A PAVED ROAD LEADING NORTH, 15.5 METERS (51 FT) NORTHEAST OF THE
 TP0893'CENTERLINE OF THE HIGHWAY, 35.7 METERS (117 FT) WEST OF THE CENTERLINE
 TP0893'OF THE ROAD, 29.9 METERS (98 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER
 TP0893'OF A SMALL BUILDING, 1.1 METERS (3.6 FT) NORTHWEST OF POWER LINE
 TP0893'JUNCTION POLE 3422 BEARING A STREET LAMP.
 TP0893'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 TP0893'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TP0893
 TP0893                          STATION RECOVERY (1988)
 TP0893
 TP0893'RECOVERY NOTE BY US POWER SQUADRON 1988 (HM)
 TP0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0348 ***********************************************************************
 TQ0348  DESIGNATION -  B 515
 TQ0348  PID         -  TQ0348
 TQ0348  STATE/COUNTY-  WA/OKANOGAN
 TQ0348  USGS QUAD   -  MAZAMA (1991)
 TQ0348
 TQ0348                         *CURRENT SURVEY CONTROL
 TQ0348  ___________________________________________________________________
 TQ0348* NAD 83(1986)-  48 35 35.     (N)    120 27 33.     (W)     SCALED    
 TQ0348* NAVD 88     -       703.927  (meters)    2309.47   (feet)  ADJUSTED  
 TQ0348  ___________________________________________________________________
 TQ0348  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 TQ0348  DYNAMIC HT  -         703.967 (meters)    2309.60  (feet)  COMP
 TQ0348  MODELED GRAV-     980,646.2   (mgal)                       NAVD 88
 TQ0348
 TQ0348  VERT ORDER  -  FIRST     CLASS II
 TQ0348
 TQ0348.The horizontal coordinates were scaled from a topographic map and have
 TQ0348.an estimated accuracy of +/- 6 seconds.
 TQ0348
 TQ0348.The orthometric height was determined by differential leveling
 TQ0348.and adjusted by the National Geodetic Survey in June 1991..
 TQ0348
 TQ0348.The geoid height was determined by GEOID03.
 TQ0348
 TQ0348.The dynamic height is computed by dividing the NAVD 88
 TQ0348.geopotential number by the normal gravity value computed on the
 TQ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0348.degrees latitude (g = 980.6199 gals.).
 TQ0348
 TQ0348.The modeled gravity was interpolated from observed gravity values.
 TQ0348
 TQ0348;                    North         East    Units  Estimated Accuracy
 TQ0348;SPC WA N     -   177,190.      527,600.      MT  (+/- 180 meters Scaled)
 TQ0348
 TQ0348                          SUPERSEDED SURVEY CONTROL
 TQ0348
 TQ0348.No superseded survey control is available for this station.
 TQ0348
 TQ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU873853(NAD 83)
 TQ0348_MARKER: I = METAL ROD
 TQ0348_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TQ0348_SP_SET: STAINLESS STEEL ROD
 TQ0348_STAMPING: B 515 1982
 TQ0348_MARK LOGO: NGS   
 TQ0348_PROJECTION: FLUSH
 TQ0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0348_ROD/PIPE-DEPTH: 1.8  meters
 TQ0348
 TQ0348  HISTORY     - Date     Condition        Report By
 TQ0348  HISTORY     - 1982     MONUMENTED       NGS
 TQ0348
 TQ0348                          STATION DESCRIPTION
 TQ0348
 TQ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0348'3.9 KM (2.5 MI) NW FROM MAZAMA.
 TQ0348'0.3 KM (0.2 MI) SOUTHWEST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0348'OVER THE METHOW RIVER AT MAZAMA, THENCE 3.65 KM (2.3 MI) NORTHWEST
 TQ0348'ALONG STATE HIGHWAY 20, AT THE JUNCTION OF A TRACK ROAD LEADING
 TQ0348'EAST TO A WOODEN WATER TANK, 20.4 METERS (67 FT) SOUTH OF MILEPOST
 TQ0348'177, 14.0 METERS (46 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 8.9
 TQ0348'METERS (29 FT) NORTHEAST OF THE CENTERLINE OF A PAVED ENTRANCE TO
 TQ0348'THE TRACK ROAD, 7.0 METERS (23 FT) NORTH OF THE TRACK ROAD CENTER
 TQ0348'LINE.
 TQ0348'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 TQ0348'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0874 ***********************************************************************
 SX0874  DESIGNATION -  B 516
 SX0874  PID         -  SX0874
 SX0874  STATE/COUNTY-  WA/KITTITAS
 SX0874  USGS QUAD   -  CLE ELUM (1984)
 SX0874
 SX0874                         *CURRENT SURVEY CONTROL
 SX0874  ___________________________________________________________________
 SX0874* NAD 83(1986)-  47 11 49.     (N)    120 56 04.     (W)     SCALED    
 SX0874* NAVD 88     -       621.514  (meters)    2039.08   (feet)  ADJUSTED  
 SX0874  ___________________________________________________________________
 SX0874  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 SX0874  DYNAMIC HT  -         621.524 (meters)    2039.12  (feet)  COMP
 SX0874  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 SX0874
 SX0874  VERT ORDER  -  FIRST     CLASS II
 SX0874
 SX0874.The horizontal coordinates were scaled from a topographic map and have
 SX0874.an estimated accuracy of +/- 6 seconds.
 SX0874
 SX0874.The orthometric height was determined by differential leveling
 SX0874.and adjusted by the National Geodetic Survey in June 1991..
 SX0874
 SX0874.The geoid height was determined by GEOID03.
 SX0874
 SX0874.The dynamic height is computed by dividing the NAVD 88
 SX0874.geopotential number by the normal gravity value computed on the
 SX0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0874.degrees latitude (g = 980.6199 gals.).
 SX0874
 SX0874.The modeled gravity was interpolated from observed gravity values.
 SX0874
 SX0874;                    North         East    Units  Estimated Accuracy
 SX0874;SPC WA S     -   207,240.      467,080.      MT  (+/- 180 meters Scaled)
 SX0874
 SX0874                          SUPERSEDED SURVEY CONTROL
 SX0874
 SX0874.No superseded survey control is available for this station.
 SX0874
 SX0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT564291(NAD 83)
 SX0874_MARKER: DB = BENCH MARK DISK
 SX0874_SETTING: 66 = SET IN ROCK OUTCROP
 SX0874_SP_SET: ROCK OUTCROP
 SX0874_STAMPING: B 516 1982
 SX0874_MARK LOGO: NGS   
 SX0874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0874+STABILITY: POSITION/ELEVATION WELL
 SX0874
 SX0874  HISTORY     - Date     Condition        Report By
 SX0874  HISTORY     - 1982     MONUMENTED       NGS
 SX0874  HISTORY     - 1982     GOOD             NGS
 SX0874  HISTORY     - 1982     GOOD             NGS
 SX0874  HISTORY     - 1987     GOOD             USPSQD
 SX0874  HISTORY     - 1988     GOOD             USPSQD
 SX0874
 SX0874                          STATION DESCRIPTION
 SX0874
 SX0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0874'IN CLE ELUM.
 SX0874'IN CLE ELUM, IN TOP OF A MASSIVE PORTION OF SANDSTONE OUTCROP ON THE
 SX0874'NORTH SIDE OF FIFTH STREET FIRE LANE, ABOUT MIDWAY BETWEEN THE
 SX0874'EXTENDED CENTERLINES OF WRIGHT AND HARRIS AVENUES, 0.2 KM (0.15 MI)
 SX0874'EAST ALONG A DIRT ROAD FROM THE T JUNCTION OF PENNSYLVANIA AVENUE AND
 SX0874'FIFTH STREET, 5.4 METERS (18 FT) NORTH OF THE CENTERLINE OF FIFTH
 SX0874'STREET FIRE LANE, 18.2 METERS (60 FT) WEST OF A WASH OUT IN THE ROAD,
 SX0874'9.1 METERS (30 FT) SOUTHEAST OF TWIN PINES ON A COMMON ROOT, 30.4
 SX0874'METERS (100 FT) SOUTH OF A LONE BOULDER LYING ON THE OUTCROP, 0.3 MILE
 SX0874'SOUTHEAST OF BENCH MARK A 516.
 SX0874'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SX0874'THE MARK IS 2 M ABOVE FIFTH STREET.
 SX0874
 SX0874                          STATION RECOVERY (1982)
 SX0874
 SX0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0874'RECOVERED IN GOOD CONDITION.
 SX0874
 SX0874                          STATION RECOVERY (1982)
 SX0874
 SX0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0874'RECOVERED IN GOOD CONDITION.
 SX0874
 SX0874                          STATION RECOVERY (1987)
 SX0874
 SX0874'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX0874'RECOVERED IN GOOD CONDITION.
 SX0874
 SX0874                          STATION RECOVERY (1988)
 SX0874
 SX0874'RECOVERY NOTE BY US POWER SQUADRON 1988 (HML)
 SX0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0900 ***********************************************************************
 SX0900  DESIGNATION -  B 517
 SX0900  PID         -  SX0900
 SX0900  STATE/COUNTY-  WA/KITTITAS
 SX0900  USGS QUAD   -  LIBERTY (1989)
 SX0900
 SX0900                         *CURRENT SURVEY CONTROL
 SX0900  ___________________________________________________________________
 SX0900* NAD 83(1986)-  47 20 37.     (N)    120 40 46.     (W)     SCALED    
 SX0900* NAVD 88     -      1202.551  (meters)    3945.37   (feet)  ADJUSTED  
 SX0900  ___________________________________________________________________
 SX0900  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 SX0900  DYNAMIC HT  -        1202.481 (meters)    3945.14  (feet)  COMP
 SX0900  MODELED GRAV-     980,511.9   (mgal)                       NAVD 88
 SX0900
 SX0900  VERT ORDER  -  FIRST     CLASS II
 SX0900
 SX0900.The horizontal coordinates were scaled from a topographic map and have
 SX0900.an estimated accuracy of +/- 6 seconds.
 SX0900
 SX0900.The orthometric height was determined by differential leveling
 SX0900.and adjusted by the National Geodetic Survey in June 1991..
 SX0900
 SX0900.The geoid height was determined by GEOID03.
 SX0900
 SX0900.The dynamic height is computed by dividing the NAVD 88
 SX0900.geopotential number by the normal gravity value computed on the
 SX0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0900.degrees latitude (g = 980.6199 gals.).
 SX0900
 SX0900.The modeled gravity was interpolated from observed gravity values.
 SX0900
 SX0900;                    North         East    Units  Estimated Accuracy
 SX0900;SPC WA S     -   223,470.      486,440.      MT  (+/- 180 meters Scaled)
 SX0900
 SX0900                          SUPERSEDED SURVEY CONTROL
 SX0900
 SX0900.No superseded survey control is available for this station.
 SX0900
 SX0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT752459(NAD 83)
 SX0900_MARKER: DB = BENCH MARK DISK
 SX0900_SETTING: 66 = SET IN ROCK OUTCROP
 SX0900_SP_SET: ROCK OUTCROP
 SX0900_STAMPING: B 517 1982
 SX0900_MARK LOGO: NGS   
 SX0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0900+STABILITY: POSITION/ELEVATION WELL
 SX0900
 SX0900  HISTORY     - Date     Condition        Report By
 SX0900  HISTORY     - 1982     MONUMENTED       NGS
 SX0900  HISTORY     - 1988     GOOD             USPSQD
 SX0900
 SX0900                          STATION DESCRIPTION
 SX0900
 SX0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0900'40.4 KM (25.1 MI) NE FROM CLE ELUM.
 SX0900'18.8 KM (11.7 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0900'CLE ELUM, THENCE 15.8 KM (9.8 MI) NORTHEAST ALONG US HIGHWAY 97,
 SX0900'THENCE 5.8 KM (3.6 MI) NORTH ALONG OLD BLEWETT ROAD, IN TOP OF A 3 BY
 SX0900'4 FOOT SHELF OF A MASSIVE OUTCROP PROJECTING 2 FEET FROM THE CUT, 1.0
 SX0900'KM (0.6 MI) SOUTH OF THE SUMMIT, 5 METERS (16.4 FT) WEST OF THE
 SX0900'CENTERLINE THE ROAD.
 SX0900'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 SX0900'THE MARK IS 0.5 M ABOVE CENTERLINE OF ROAD.
 SX0900
 SX0900                          STATION RECOVERY (1988)
 SX0900
 SX0900'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0924 ***********************************************************************
 SX0924  DESIGNATION -  B 518
 SX0924  PID         -  SX0924
 SX0924  STATE/COUNTY-  WA/CHELAN
 SX0924  USGS QUAD   -  PESHASTIN (1989)
 SX0924
 SX0924                         *CURRENT SURVEY CONTROL
 SX0924  ___________________________________________________________________
 SX0924* NAD 83(1986)-  47 31 23.     (N)    120 37 26.     (W)     SCALED    
 SX0924* NAVD 88     -       394.821  (meters)    1295.34   (feet)  ADJUSTED  
 SX0924  ___________________________________________________________________
 SX0924  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 SX0924  DYNAMIC HT  -         394.809 (meters)    1295.30  (feet)  COMP
 SX0924  MODELED GRAV-     980,573.3   (mgal)                       NAVD 88
 SX0924
 SX0924  VERT ORDER  -  FIRST     CLASS II
 SX0924
 SX0924.The horizontal coordinates were scaled from a topographic map and have
 SX0924.an estimated accuracy of +/- 6 seconds.
 SX0924
 SX0924.The orthometric height was determined by differential leveling
 SX0924.and adjusted by the National Geodetic Survey in June 1991..
 SX0924
 SX0924.The geoid height was determined by GEOID03.
 SX0924
 SX0924.The dynamic height is computed by dividing the NAVD 88
 SX0924.geopotential number by the normal gravity value computed on the
 SX0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0924.degrees latitude (g = 980.6199 gals.).
 SX0924
 SX0924.The modeled gravity was interpolated from observed gravity values.
 SX0924
 SX0924;                    North         East    Units  Estimated Accuracy
 SX0924;SPC WA N     -    58,180.      515,770.      MT  (+/- 180 meters Scaled)
 SX0924
 SX0924                          SUPERSEDED SURVEY CONTROL
 SX0924
 SX0924.No superseded survey control is available for this station.
 SX0924
 SX0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT788660(NAD 83)
 SX0924_MARKER: DB = BENCH MARK DISK
 SX0924_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SX0924_SP_SET: BRIDGE ABUTMENT
 SX0924_STAMPING: B 518 1982
 SX0924_MARK LOGO: NGS   
 SX0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0924
 SX0924  HISTORY     - Date     Condition        Report By
 SX0924  HISTORY     - 1982     MONUMENTED       NGS
 SX0924  HISTORY     - 1988     GOOD             USPSQD
 SX0924
 SX0924                          STATION DESCRIPTION
 SX0924
 SX0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0924'27.7 KM (17.2 MI) SW FROM WENATCHEE.
 SX0924'22.7 KM (14.1 MI) WEST ALONG US HIGHWAY 2 FROM THE CROSSING OF US
 SX0924'HIGHWAY 97 AT WENATCHEE, THENCE 5.0 KM (3.1 MI) SOUTH ALONG US HIGHWAY
 SX0924'97, IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF A SMALL CONCRETE
 SX0924'BRIDGE LEADING EAST ACROSS PESHASTIN CREEK, 0.1 KM (0.05 MI) SOUTH OF
 SX0924'HIGHWAY MILEPOST 182, 30 METERS (98.4 FT) SOUTH OF THE EXTENDED
 SX0924'CENTERLINE OF A GRAVEL DRIVEWAY LEADING WEST TO A FRAME HOUSE, 17.0
 SX0924'METERS (55.7 FT) EAST OF THE HIGHWAY CENTER LINE, 3.5 METERS (12.0 FT)
 SX0924'EAST OF THE WEST END OF NORTH STEEL GUARD RAIL, 2.5 METERS (8.0 FT)
 SX0924'NORTH OF THE CENTERLINE OF THE BRIDGE.
 SX0924'THE MARK IS ABOVE LEVEL WITH THE CENTERLINE OF BRIDGE.
 SX0924
 SX0924                          STATION RECOVERY (1988)
 SX0924
 SX0924'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0951 ***********************************************************************
 SX0951  DESIGNATION -  B 519
 SX0951  PID         -  SX0951
 SX0951  STATE/COUNTY-  WA/CHELAN
 SX0951  USGS QUAD   -  ROCKY REACH DAM (1987)
 SX0951
 SX0951                         *CURRENT SURVEY CONTROL
 SX0951  ___________________________________________________________________
 SX0951* NAD 83(1986)-  47 30 29.     (N)    120 18 31.     (W)     SCALED    
 SX0951* NAVD 88     -       208.869  (meters)     685.26   (feet)  ADJUSTED  
 SX0951  ___________________________________________________________________
 SX0951  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 SX0951  DYNAMIC HT  -         208.891 (meters)     685.34  (feet)  COMP
 SX0951  MODELED GRAV-     980,715.4   (mgal)                       NAVD 88
 SX0951
 SX0951  VERT ORDER  -  FIRST     CLASS II
 SX0951
 SX0951.The horizontal coordinates were scaled from a topographic map and have
 SX0951.an estimated accuracy of +/- 6 seconds.
 SX0951
 SX0951.The orthometric height was determined by differential leveling
 SX0951.and adjusted by the National Geodetic Survey in June 1991..
 SX0951
 SX0951.The geoid height was determined by GEOID03.
 SX0951
 SX0951.The dynamic height is computed by dividing the NAVD 88
 SX0951.geopotential number by the normal gravity value computed on the
 SX0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0951.degrees latitude (g = 980.6199 gals.).
 SX0951
 SX0951.The modeled gravity was interpolated from observed gravity values.
 SX0951
 SX0951;                    North         East    Units  Estimated Accuracy
 SX0951;SPC WA N     -    56,620.      539,530.      MT  (+/- 180 meters Scaled)
 SX0951
 SX0951                          SUPERSEDED SURVEY CONTROL
 SX0951
 SX0951.No superseded survey control is available for this station.
 SX0951
 SX0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT026651(NAD 83)
 SX0951_MARKER: DB = BENCH MARK DISK
 SX0951_SETTING: 66 = SET IN ROCK OUTCROP
 SX0951_SP_SET: ROCK OUTCROP
 SX0951_STAMPING: B 519 1982
 SX0951_MARK LOGO: NGS   
 SX0951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0951+STABILITY: POSITION/ELEVATION WELL
 SX0951
 SX0951  HISTORY     - Date     Condition        Report By
 SX0951  HISTORY     - 1982     MONUMENTED       NGS
 SX0951  HISTORY     - 1989     GOOD             USPSQD
 SX0951
 SX0951                          STATION DESCRIPTION
 SX0951
 SX0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0951'5.3 KM (3.3 MI) NORTH FROM WENATCHEE.
 SX0951'5.3 KM (3.3 MI) NORTH ALONG US HIGHWAY 97 FROM THE CROSSING OF US
 SX0951'HIGHWAY 2 AT WENATCHEE, IN TOP OF A SMALL FLAT PORTION OF A MASSIVE
 SX0951'OUTCROP AT THE BASE OF A HIGHWAY CUT, AT THE SOUTH EDGE OF A CANYON
 SX0951'HEADING WEST WITH A TRACK ROAD LEADING UP THE CANYON, 0.8 KM (0.5 MI)
 SX0951'NORTH OF HIGHWAY MILEPOST 202, 88 METERS (289 FT) SOUTHWEST ACROSS THE
 SX0951'HIGHWAY FROM A STATION 1 MILE SIGN, 50 METERS (164 FT) SOUTH OF THE
 SX0951'CENTERLINE OF THE TRACK ROAD, 27 METERS (89 FT) WEST OF THE WEST RAIL
 SX0951'OF THE BURLINGTON NORTHERN RAILROAD, 13 METERS (43.0 FT) WEST OF THE
 SX0951'CENTERLINE OF THE HIGHWAY, 7 METERS (23 FT) SOUTH OF THE NORTH END OF
 SX0951'A CUT.
 SX0951'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SX0951'THE MARK IS 0.5 M BELOW THE CENTERLINE.
 SX0951
 SX0951                          STATION RECOVERY (1989)
 SX0951
 SX0951'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SX0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0177 ***********************************************************************
 TP0177  DESIGNATION -  B 52
 TP0177  PID         -  TP0177
 TP0177  STATE/COUNTY-  WA/STEVENS
 TP0177  USGS QUAD   -  HUNTERS (1994)
 TP0177
 TP0177                         *CURRENT SURVEY CONTROL
 TP0177  ___________________________________________________________________
 TP0177* NAD 83(1986)-  48 00 11.     (N)    118 12 55.     (W)     SCALED    
 TP0177* NAVD 88     -       555.394  (meters)    1822.16   (feet)  ADJUSTED  
 TP0177  ___________________________________________________________________
 TP0177  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 TP0177  DYNAMIC HT  -         555.437 (meters)    1822.30  (feet)  COMP
 TP0177  MODELED GRAV-     980,673.6   (mgal)                       NAVD 88
 TP0177
 TP0177  VERT ORDER  -  SECOND    CLASS 0
 TP0177
 TP0177.The horizontal coordinates were scaled from a topographic map and have
 TP0177.an estimated accuracy of +/- 6 seconds.
 TP0177
 TP0177.The orthometric height was determined by differential leveling
 TP0177.and adjusted by the National Geodetic Survey in June 1991..
 TP0177
 TP0177.The geoid height was determined by GEOID03.
 TP0177
 TP0177.The dynamic height is computed by dividing the NAVD 88
 TP0177.geopotential number by the normal gravity value computed on the
 TP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0177.degrees latitude (g = 980.6199 gals.).
 TP0177
 TP0177.The modeled gravity was interpolated from observed gravity values.
 TP0177
 TP0177;                    North         East    Units  Estimated Accuracy
 TP0177;SPC WA N     -   114,840.      695,310.      MT  (+/- 180 meters Scaled)
 TP0177
 TP0177                          SUPERSEDED SURVEY CONTROL
 TP0177
 TP0177  NGVD 29 (??/??/92)  554.153  (m)         1818.08   (f) ADJ UNCH    2 0
 TP0177
 TP0177.Superseded values are not recommended for survey control.
 TP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0177.See file dsdata.txt to determine how the superseded data were derived.
 TP0177
 TP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP093173(NAD 83)
 TP0177_MARKER: DB = BENCH MARK DISK
 TP0177_SETTING: 80 = SET IN A BOULDER
 TP0177_SP_SET: BOULDER
 TP0177_STAMPING: B 52 1934
 TP0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0177+STABILITY: SURFACE MOTION
 TP0177
 TP0177  HISTORY     - Date     Condition        Report By
 TP0177  HISTORY     - 1934     MONUMENTED       CGS
 TP0177  HISTORY     - 1966     GOOD             NGS
 TP0177
 TP0177                          STATION DESCRIPTION
 TP0177
 TP0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TP0177'5.7 MI S FROM FRUITLAND.
 TP0177'IN A TRIANGLE FORMED BY THREE ROAD, 33 YARDS SOUTH OF A GRAVEL ROAD
 TP0177'WHICH IS THE VERN C. CARPENTER DRIVEWAY, 66 FEET EAST OF THE MAIN
 TP0177'ROAD, AND 18 FEET NORTHWEST OF A GRAVEL ROAD.  THE MARK IS 7 YARDS
 TP0177'SOUTH OF THE SOUTH ONE OF TWO 3-FOOT PINE TREES, IN A 3 X 4-FOOT DARK
 TP0177'COLORED BOULDER ON A SIDE HILL, WHICH PROJECTS ABOUT 18 INCHES ON THE
 TP0177'WEST SIDE.  MARK IS ABOUT 6 FEET ABOVE THE MAIN ROAD.  REACHED FROM
 TP0177'THE POST OFFICE IN FRUITLAND, BY GOING SOUTH ON STATE HIGHWAY 25 FOR
 TP0177'2.0 MILES TO A Y WHERE THE HIGHWAY GOES RIGHT, KEEP LEFT AND GO 4.05
 TP0177'MILES TO VERN C. CARPENTERS DRIVEWAY AND MAILBOX ON THE LEFT AND THE
 TP0177'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0973 ***********************************************************************
 SX0973  DESIGNATION -  B 520
 SX0973  PID         -  SX0973
 SX0973  STATE/COUNTY-  WA/CHELAN
 SX0973  USGS QUAD   -  CHELAN (1987)
 SX0973
 SX0973                         *CURRENT SURVEY CONTROL
 SX0973  ___________________________________________________________________
 SX0973* NAD 83(1986)-  47 46 19.     (N)    120 03 32.     (W)     SCALED    
 SX0973* NAVD 88     -       225.955  (meters)     741.32   (feet)  ADJUSTED  
 SX0973  ___________________________________________________________________
 SX0973  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SX0973  DYNAMIC HT  -         225.981 (meters)     741.41  (feet)  COMP
 SX0973  MODELED GRAV-     980,724.9   (mgal)                       NAVD 88
 SX0973
 SX0973  VERT ORDER  -  FIRST     CLASS II
 SX0973
 SX0973.The horizontal coordinates were scaled from a topographic map and have
 SX0973.an estimated accuracy of +/- 6 seconds.
 SX0973
 SX0973.The orthometric height was determined by differential leveling
 SX0973.and adjusted by the National Geodetic Survey in June 1991..
 SX0973
 SX0973.The geoid height was determined by GEOID03.
 SX0973
 SX0973.The dynamic height is computed by dividing the NAVD 88
 SX0973.geopotential number by the normal gravity value computed on the
 SX0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0973.degrees latitude (g = 980.6199 gals.).
 SX0973
 SX0973.The modeled gravity was interpolated from observed gravity values.
 SX0973
 SX0973;                    North         East    Units  Estimated Accuracy
 SX0973;SPC WA N     -    86,120.      558,040.      MT  (+/- 180 meters Scaled)
 SX0973
 SX0973                          SUPERSEDED SURVEY CONTROL
 SX0973
 SX0973.No superseded survey control is available for this station.
 SX0973
 SX0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT203951(NAD 83)
 SX0973_MARKER: DB = BENCH MARK DISK
 SX0973_SETTING: 66 = SET IN ROCK OUTCROP
 SX0973_SP_SET: ROCK OUTCROP
 SX0973_STAMPING: B 520 1982
 SX0973_MARK LOGO: NGS   
 SX0973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0973+STABILITY: POSITION/ELEVATION WELL
 SX0973
 SX0973  HISTORY     - Date     Condition        Report By
 SX0973  HISTORY     - 1982     MONUMENTED       NGS
 SX0973
 SX0973                          STATION DESCRIPTION
 SX0973
 SX0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0973'6.9 KM (4.3 MI) SW FROM CHELAN FALLS.
 SX0973'6.9 KM (4.3 MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SX0973'THE POST OFFICE IN CHELAN FALLS, IN TOP OF A 3 BY 5 FOOT LEDGE OF A
 SX0973'MASSIVE OUTCROP, AT THE EAST ONE OF THREE BORROW PITS, AT THE WEST END
 SX0973'OF A LONG SECTION OF RAILROAD THAT HAS NO MAINTENANCE ROAD, 0.8 KM
 SX0973'(0.5 MI) NORTHEAST OF MILEPOLE 33, 3.3 METERS (11 FT) NORTH OF THE
 SX0973'NORTH RAIL, 14.6 METERS (48 FT) NORTHWEST OF AND ACROSS THE TRACKS
 SX0973'FROM A TELEPHONE POLE, 35 PACES EAST OF THE WEST END OF A CUT.
 SX0973'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 SX0973'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0396 ***********************************************************************
 TQ0396  DESIGNATION -  B 521
 TQ0396  PID         -  TQ0396
 TQ0396  STATE/COUNTY-  WA/WHATCOM
 TQ0396  USGS QUAD   -  ROSS DAM (1971)
 TQ0396
 TQ0396                         *CURRENT SURVEY CONTROL
 TQ0396  ___________________________________________________________________
 TQ0396* NAD 83(1986)-  48 43 41.     (N)    121 02 48.     (W)     SCALED    
 TQ0396* NAVD 88     -       681.789  (meters)    2236.84   (feet)  ADJUSTED  
 TQ0396  ___________________________________________________________________
 TQ0396  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 TQ0396  DYNAMIC HT  -         681.866 (meters)    2237.09  (feet)  COMP
 TQ0396  MODELED GRAV-     980,701.2   (mgal)                       NAVD 88
 TQ0396
 TQ0396  VERT ORDER  -  FIRST     CLASS II
 TQ0396
 TQ0396.The horizontal coordinates were scaled from a topographic map and have
 TQ0396.an estimated accuracy of +/- 6 seconds.
 TQ0396
 TQ0396.The orthometric height was determined by differential leveling
 TQ0396.and adjusted by the National Geodetic Survey in June 1991..
 TQ0396
 TQ0396.The geoid height was determined by GEOID03.
 TQ0396
 TQ0396.The dynamic height is computed by dividing the NAVD 88
 TQ0396.geopotential number by the normal gravity value computed on the
 TQ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0396.degrees latitude (g = 980.6199 gals.).
 TQ0396
 TQ0396.The modeled gravity was interpolated from observed gravity values.
 TQ0396
 TQ0396;                    North         East    Units  Estimated Accuracy
 TQ0396;SPC WA N     -   192,160.      484,310.      MT  (+/- 180 meters Scaled)
 TQ0396
 TQ0396                          SUPERSEDED SURVEY CONTROL
 TQ0396
 TQ0396.No superseded survey control is available for this station.
 TQ0396
 TQ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU436990(NAD 83)
 TQ0396_MARKER: DB = BENCH MARK DISK
 TQ0396_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0396_SP_SET: ROCK OUTCROP
 TQ0396_STAMPING: B 521 1982
 TQ0396_MARK LOGO: NGS   
 TQ0396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0396+STABILITY: POSITION/ELEVATION WELL
 TQ0396
 TQ0396  HISTORY     - Date     Condition        Report By
 TQ0396  HISTORY     - 1982     MONUMENTED       NGS
 TQ0396
 TQ0396                          STATION DESCRIPTION
 TQ0396
 TQ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0396'23.2 KM (14.5 MI) EAST FROM NEWHALEM.
 TQ0396'23.2 KM (14.5 MI) EAST ALONG STATE HIGHWAY 20 FROM THE GRAMMAR SCHOOL
 TQ0396'AT NEWHALEM, IN TOP OF AND 1 METER (3.3 FT) WEST OF THE EAST END OF A
 TQ0396'3 BY 22 FOOT GRANITE OUTCROP PROJECTING 3 FEET ABOVE THE GROUND, AT
 TQ0396'THE EAST END OF A HIGHWAY CURVE, 0.27 KM (0.15 MI) WEST OF MILEPOST
 TQ0396'135, 1.2 (0.75 MI) EAST OF THE EAST END OF A DIRT PARKING LOT FOR THE
 TQ0396'ROSS DAM TRAIL, 26.4 METERS (86.5 FT) NORTH OF THE HIGHWAY CENTER
 TQ0396'LINE, 1.2 METERS (4 FT) EAST OF A 10 INCH PINE TREE GROWING AT THE
 TQ0396'CENTER OF THE ROCK, 0.45 METER (1.5 FT) NORTH OF THE SOUTH EDGE OF THE
 TQ0396'OUTCROP.
 TQ0396'THE MARK IS 0.55 METERS  W FROM A WITNESS POST.
 TQ0396'THE MARK IS 0.9 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0357 ***********************************************************************
 TQ0357  DESIGNATION -  B 522
 TQ0357  PID         -  TQ0357
 TQ0357  STATE/COUNTY-  WA/OKANOGAN
 TQ0357  USGS QUAD   -  SILVER STAR MTN (1963)
 TQ0357
 TQ0357                         *CURRENT SURVEY CONTROL
 TQ0357  ___________________________________________________________________
 TQ0357* NAD 83(1986)-  48 35 21.     (N)    120 36 57.     (W)     SCALED    
 TQ0357* NAVD 88     -      1087.495  (meters)    3567.89   (feet)  ADJUSTED  
 TQ0357  ___________________________________________________________________
 TQ0357  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 TQ0357  DYNAMIC HT  -        1087.483 (meters)    3567.85  (feet)  COMP
 TQ0357  MODELED GRAV-     980,563.3   (mgal)                       NAVD 88
 TQ0357
 TQ0357  VERT ORDER  -  FIRST     CLASS II
 TQ0357
 TQ0357.The horizontal coordinates were scaled from a topographic map and have
 TQ0357.an estimated accuracy of +/- 6 seconds.
 TQ0357
 TQ0357.The orthometric height was determined by differential leveling
 TQ0357.and adjusted by the National Geodetic Survey in June 1991..
 TQ0357
 TQ0357.The geoid height was determined by GEOID03.
 TQ0357
 TQ0357.The dynamic height is computed by dividing the NAVD 88
 TQ0357.geopotential number by the normal gravity value computed on the
 TQ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0357.degrees latitude (g = 980.6199 gals.).
 TQ0357
 TQ0357.The modeled gravity was interpolated from observed gravity values.
 TQ0357
 TQ0357;                    North         East    Units  Estimated Accuracy
 TQ0357;SPC WA N     -   176,710.      516,050.      MT  (+/- 180 meters Scaled)
 TQ0357
 TQ0357                          SUPERSEDED SURVEY CONTROL
 TQ0357
 TQ0357.No superseded survey control is available for this station.
 TQ0357
 TQ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU758845(NAD 83)
 TQ0357_MARKER: DB = BENCH MARK DISK
 TQ0357_SETTING: 80 = SET IN A BOULDER
 TQ0357_SP_SET: BOULDER
 TQ0357_STAMPING: B 522 1982
 TQ0357_MARK LOGO: NGS   
 TQ0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0357
 TQ0357  HISTORY     - Date     Condition        Report By
 TQ0357  HISTORY     - 1982     MONUMENTED       NGS
 TQ0357
 TQ0357                          STATION DESCRIPTION
 TQ0357
 TQ0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0357'16.7 KM (10.4 MI) WEST FROM MAZAMA.
 TQ0357'0.3 KM (0.2 MI) SOUTHWEST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0357'OVER THE METHOW RIVER AT MAZAMA, THENCE 16.45 KM (10.25 MI) WEST ALONG
 TQ0357'STATE HIGHWAY 20, IN TOP OF AND 0.3 METER (1 FT) NORTH OF THE
 TQ0357'HIGHEST POINT OF A 12 BY 12 FOOT GRANITE BOULDER PROJECTING 10 FEET
 TQ0357'ABOVE THE GROUND, AT THE BASE OF THE SOUTHEAST BANK AND AT THE
 TQ0357'SOUTHWEST END OF A HIGHWAY CURVE, 1.0 KM (0.6 MI) NORTHEAST OF THE Y
 TQ0357'JUNCTION OF LONE FIR CAMPGROUND ROAD, 0.16 KM (0.1 MI) NORTHEAST OF
 TQ0357'MILEPOST 169, 29.3 METERS (96 FT) SOUTHWEST OF THE SOUTHEAST END OF
 TQ0357'A 24 INCH CORRUGATED METAL PIPE CULVERT, 21.2 METERS (69.5 FT)
 TQ0357'SOUTHEAST ACROSS THE HIGHWAY FROM THE SOUTHEAST EDGE AF A POINTED TOP
 TQ0357'10 BY 10 FOOT GRANITE BOULDER PROJECTING 10 FEET ABOVE THE GROUND,
 TQ0357'11.3 METERS (37 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 TQ0357'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 TQ0357'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0900 ***********************************************************************
 SB0900  DESIGNATION -  B 523
 SB0900  PID         -  SB0900
 SB0900  STATE/COUNTY-  WA/YAKIMA
 SB0900  USGS QUAD   -  TOPPENISH SW (1958)
 SB0900
 SB0900                         *CURRENT SURVEY CONTROL
 SB0900  ___________________________________________________________________
 SB0900* NAD 83(1986)-  46 16 36.     (N)    120 22 47.     (W)     SCALED    
 SB0900* NAVD 88     -       415.841  (meters)    1364.31   (feet)  ADJUSTED  
 SB0900  ___________________________________________________________________
 SB0900  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 SB0900  DYNAMIC HT  -         415.830 (meters)    1364.27  (feet)  COMP
 SB0900  MODELED GRAV-     980,575.3   (mgal)                       NAVD 88
 SB0900
 SB0900  VERT ORDER  -  FIRST     CLASS II
 SB0900
 SB0900.The horizontal coordinates were scaled from a topographic map and have
 SB0900.an estimated accuracy of +/- 6 seconds.
 SB0900
 SB0900.The orthometric height was determined by differential leveling
 SB0900.and adjusted by the National Geodetic Survey in June 1991..
 SB0900
 SB0900.The geoid height was determined by GEOID03.
 SB0900
 SB0900.The dynamic height is computed by dividing the NAVD 88
 SB0900.geopotential number by the normal gravity value computed on the
 SB0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0900.degrees latitude (g = 980.6199 gals.).
 SB0900
 SB0900.The modeled gravity was interpolated from observed gravity values.
 SB0900
 SB0900;                    North         East    Units  Estimated Accuracy
 SB0900;SPC WA S     -   104,860.      509,270.      MT  (+/- 180 meters Scaled)
 SB0900
 SB0900                          SUPERSEDED SURVEY CONTROL
 SB0900
 SB0900.No superseded survey control is available for this station.
 SB0900
 SB0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS018281(NAD 83)
 SB0900_MARKER: DV = VERTICAL CONTROL DISK
 SB0900_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SB0900+WITH SETTING: PAVEMENT
 SB0900_SP_SET: SIGN BASE
 SB0900_STAMPING: B 523 1982
 SB0900_MARK LOGO: NGS   
 SB0900_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0900+STABILITY: SURFACE MOTION
 SB0900
 SB0900  HISTORY     - Date     Condition        Report By
 SB0900  HISTORY     - 1982     MONUMENTED       NGS
 SB0900  HISTORY     - 19850716 GOOD             NGS
 SB0900  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SB0900
 SB0900                          STATION DESCRIPTION
 SB0900
 SB0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0900'12.9 KM (8.1 MI) SOUTH FROM TOPPENISH.
 SB0900'12.95 KM (8.1 MI) SOUTH ALONG US HIGHWAY 97 FROM THE JUNCTION OF STATE
 SB0900'HIGHWAY 22 AT TOPPENISH, IN TOP OF THE SOUTH EDGE OF A 3 BY 3 FOOT
 SB0900'CONCRETE FOUNDATION FOR THE SOUTH BOUND OVER HEAD HIGHWAY SIGN ON THE
 SB0900'TOP OF THE GRADE, 1.85 KM (1.15 MI) NORTHEAST OF THE T JUNCTION OF OAK
 SB0900'SPRING ROAD, 0.74 KM (0.46 MI) EAST OF MILEPOST 53, 8.5 METERS (28 FT)
 SB0900'NORTH OF THE CENTERLINE OF THE SOUTH BOUND HIGHWAY LANES, 0.5 METER
 SB0900'(1.6 FT) WEST OF THE SOUTHEAST CORNER OF THE FOUNDATION.
 SB0900'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 SB0900
 SB0900                          STATION RECOVERY (1985)
 SB0900
 SB0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 SB0900'RECOVERED IN GOOD CONDITION.
 SB0900
 SB0900                          STATION RECOVERY (1989)
 SB0900
 SB0900'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1200 ***********************************************************************
 SB1200  DESIGNATION -  B 523 RESET
 SB1200  PID         -  SB1200
 SB1200  STATE/COUNTY-  WA/YAKIMA
 SB1200  USGS QUAD   -  TOPPENISH SW (1958)
 SB1200
 SB1200                         *CURRENT SURVEY CONTROL
 SB1200  ___________________________________________________________________
 SB1200* NAD 83(1986)-  46 16 36.     (N)    120 22 47.     (W)     SCALED    
 SB1200* NAVD 88     -       415.98   (meters)    1364.8    (feet)  RESET     
 SB1200  ___________________________________________________________________
 SB1200  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 SB1200
 SB1200  VERT ORDER  -  THIRD
 SB1200
 SB1200.The horizontal coordinates were scaled from a topographic map and have
 SB1200.an estimated accuracy of +/- 6 seconds.
 SB1200
 SB1200.The orthometric height was computed from unverified reset data.
 SB1200.No vertical observational check was made to the station.
 SB1200
 SB1200.The geoid height was determined by GEOID03.
 SB1200
 SB1200;                    North         East    Units  Estimated Accuracy
 SB1200;SPC WA S     -   104,860.      509,270.      MT  (+/- 180 meters Scaled)
 SB1200
 SB1200                          SUPERSEDED SURVEY CONTROL
 SB1200
 SB1200.No superseded survey control is available for this station.
 SB1200
 SB1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS018281(NAD 83)
 SB1200_MARKER: DB = BENCH MARK DISK
 SB1200_SETTING: 66 = SET IN ROCK OUTCROP
 SB1200_SP_SET: ROCK OUTCROP
 SB1200_STAMPING: B 523 RESET 1985
 SB1200_MARK LOGO: NGS   
 SB1200_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB1200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB1200+STABILITY: POSITION/ELEVATION WELL
 SB1200
 SB1200  HISTORY     - Date     Condition        Report By
 SB1200  HISTORY     - 1985     MONUMENTED       NGS
 SB1200
 SB1200                          STATION DESCRIPTION
 SB1200
 SB1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 SB1200'13 KM (8.1 MI) SOUTH ALONG US HIGHWAY 97 FROM THE JUNCTION OF STATE
 SB1200'HIGHWAY 22 AT TOPPENISH, ON THE NORTH SIDE OF THE ROAD, AT THE TOP OF
 SB1200'GRADE, 1.85 KM (1.15 MI) NORTHEAST OF THE JUNCTION OF OAK SPRING
 SB1200'ROAD, 0.74 KM (0.46 MI) EAST OF MILEPOST 53, 13 M (42.7 FT) NORTH OF
 SB1200'THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0823 ***********************************************************************
 TP0823  DESIGNATION -  B 524
 TP0823  PID         -  TP0823
 TP0823  STATE/COUNTY-  WA/OKANOGAN
 TP0823  USGS QUAD   -  PATEROS (1992)
 TP0823
 TP0823                         *CURRENT SURVEY CONTROL
 TP0823  ___________________________________________________________________
 TP0823* NAD 83(1986)-  48 00 42.     (N)    119 53 22.     (W)     SCALED    
 TP0823* NAVD 88     -       279.436  (meters)     916.78   (feet)  ADJUSTED  
 TP0823  ___________________________________________________________________
 TP0823  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 TP0823  DYNAMIC HT  -         279.477 (meters)     916.92  (feet)  COMP
 TP0823  MODELED GRAV-     980,751.5   (mgal)                       NAVD 88
 TP0823
 TP0823  VERT ORDER  -  FIRST     CLASS II
 TP0823
 TP0823.The horizontal coordinates were scaled from a topographic map and have
 TP0823.an estimated accuracy of +/- 6 seconds.
 TP0823
 TP0823.The orthometric height was determined by differential leveling
 TP0823.and adjusted by the National Geodetic Survey in June 1991..
 TP0823
 TP0823.The geoid height was determined by GEOID03.
 TP0823
 TP0823.The dynamic height is computed by dividing the NAVD 88
 TP0823.geopotential number by the normal gravity value computed on the
 TP0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0823.degrees latitude (g = 980.6199 gals.).
 TP0823
 TP0823.The modeled gravity was interpolated from observed gravity values.
 TP0823
 TP0823;                    North         East    Units  Estimated Accuracy
 TP0823;SPC WA N     -   112,910.      570,420.      MT  (+/- 180 meters Scaled)
 TP0823
 TP0823                          SUPERSEDED SURVEY CONTROL
 TP0823
 TP0823.No superseded survey control is available for this station.
 TP0823
 TP0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP845216(NAD 83)
 TP0823_MARKER: DB = BENCH MARK DISK
 TP0823_SETTING: 66 = SET IN ROCK OUTCROP
 TP0823_SP_SET: ROCK OUTCROP
 TP0823_STAMPING: B 524 1982
 TP0823_MARK LOGO: NGS   
 TP0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0823+STABILITY: POSITION/ELEVATION WELL
 TP0823
 TP0823  HISTORY     - Date     Condition        Report By
 TP0823  HISTORY     - 1982     MONUMENTED       NGS
 TP0823  HISTORY     - 1983     GOOD             NGS
 TP0823
 TP0823                          STATION DESCRIPTION
 TP0823
 TP0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TP0823'28.2 KM (17.5 MI) NE FROM CHELAN FALLS.
 TP0823'6.0 KM (3.7 MI) NORTH ALONG STATE HIGHWAY 151 FROM THE POST OFFICE IN
 TP0823'CHELAN FALLS, THENCE 22.2 KM (13.8 MI) NORTHEAST ALONG US HIGHWAY 97,
 TP0823'IN TOP OF A SLOPING EXPOSED PORTION OF A MASSIVE OUTCROP, AT THE EAST
 TP0823'SIDE OF A ROCKY KNOLL, 0.8 KM (0.5 MI) NORTH OF A HOUSE, 0.4 KM (0.2
 TP0823'MI) SOUTH OF MILEPOST 251, 91.5 METERS (300 FT) WEST OF THE CENTERLINE
 TP0823'OF THE HIGHWAY, 82.4 METERS (270 FT) WEST OF THE RIGHT OF WAY FENCE,
 TP0823'37.5 METERS (123 FT) SOUTH OF A LONE TELEGRAPH POLE.
 TP0823'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 TP0823'THE MARK IS 1.0 M ABOVE THE GROUND.
 TP0823
 TP0823                          STATION RECOVERY (1983)
 TP0823
 TP0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TP0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0847 ***********************************************************************
 TP0847  DESIGNATION -  B 525
 TP0847  PID         -  TP0847
 TP0847  STATE/COUNTY-  WA/OKANOGAN
 TP0847  USGS QUAD   -  MONSE (1993)
 TP0847
 TP0847                         *CURRENT SURVEY CONTROL
 TP0847  ___________________________________________________________________
 TP0847* NAD 83(1986)-  48 11 00.     (N)    119 40 18.     (W)     SCALED    
 TP0847* NAVD 88     -       253.625  (meters)     832.10   (feet)  ADJUSTED  
 TP0847  ___________________________________________________________________
 TP0847  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TP0847  DYNAMIC HT  -         253.662 (meters)     832.22  (feet)  COMP
 TP0847  MODELED GRAV-     980,751.1   (mgal)                       NAVD 88
 TP0847
 TP0847  VERT ORDER  -  FIRST     CLASS II
 TP0847
 TP0847.The horizontal coordinates were scaled from a topographic map and have
 TP0847.an estimated accuracy of +/- 6 seconds.
 TP0847
 TP0847.The orthometric height was determined by differential leveling
 TP0847.and adjusted by the National Geodetic Survey in June 1991..
 TP0847
 TP0847.The geoid height was determined by GEOID03.
 TP0847
 TP0847.The dynamic height is computed by dividing the NAVD 88
 TP0847.geopotential number by the normal gravity value computed on the
 TP0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0847.degrees latitude (g = 980.6199 gals.).
 TP0847
 TP0847.The modeled gravity was interpolated from observed gravity values.
 TP0847
 TP0847;                    North         East    Units  Estimated Accuracy
 TP0847;SPC WA N     -   132,220.      586,370.      MT  (+/- 180 meters Scaled)
 TP0847
 TP0847                          SUPERSEDED SURVEY CONTROL
 TP0847
 TP0847.No superseded survey control is available for this station.
 TP0847
 TP0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP014401(NAD 83)
 TP0847_MARKER: I = METAL ROD
 TP0847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0847_SP_SET: STAINLESS STEEL ROD
 TP0847_STAMPING: B 525 1982
 TP0847_MARK LOGO: NGS   
 TP0847_PROJECTION: FLUSH
 TP0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0847_ROD/PIPE-DEPTH: 2.4  meters
 TP0847
 TP0847  HISTORY     - Date     Condition        Report By
 TP0847  HISTORY     - 1982     MONUMENTED       NGS
 TP0847
 TP0847                          STATION DESCRIPTION
 TP0847
 TP0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TP0847'16.6 KM (10.3 MI) NE FROM BREWSTER.
 TP0847'16.6 KM (10.3 MI) NORTHEAST ALONG US HIGHWAY 97 FROM THE JUNCTION OF
 TP0847'STATE HIGHWAY 173 IN BREWSTER, AT MILEPOST 171, 22.6 METERS (74 FT)
 TP0847'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 89 METERS (292 FT)
 TP0847'SOUTHEAST OF THE CENTERLINE OF A GRAVEL ROAD LEADING NORTHWEST INTO A
 TP0847'LARGE FIELD, 39.5 METERS (129.5 FT) NORTHWEST OF THE MILEPOST, 0.4
 TP0847'METER (1.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 TP0847'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 TP0847'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1010 ***********************************************************************
 SX1010  DESIGNATION -  B 526
 SX1010  PID         -  SX1010
 SX1010  STATE/COUNTY-  WA/KING
 SX1010  USGS QUAD   -  LOST LAKE (1989)
 SX1010
 SX1010                         *CURRENT SURVEY CONTROL
 SX1010  ___________________________________________________________________
 SX1010* NAD 83(1986)-  47 15 24.     (N)    121 23 54.     (W)     SCALED    
 SX1010* NAVD 88     -       669.523  (meters)    2196.59   (feet)  ADJUSTED  
 SX1010  ___________________________________________________________________
 SX1010  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 SX1010  DYNAMIC HT  -         669.502 (meters)    2196.52  (feet)  COMP
 SX1010  MODELED GRAV-     980,560.3   (mgal)                       NAVD 88
 SX1010
 SX1010  VERT ORDER  -  FIRST     CLASS II
 SX1010
 SX1010.The horizontal coordinates were scaled from a topographic map and have
 SX1010.an estimated accuracy of +/- 6 seconds.
 SX1010
 SX1010.The orthometric height was determined by differential leveling
 SX1010.and adjusted by the National Geodetic Survey in June 1991..
 SX1010
 SX1010.The geoid height was determined by GEOID03.
 SX1010
 SX1010.The dynamic height is computed by dividing the NAVD 88
 SX1010.geopotential number by the normal gravity value computed on the
 SX1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1010.degrees latitude (g = 980.6199 gals.).
 SX1010
 SX1010.The modeled gravity was interpolated from observed gravity values.
 SX1010
 SX1010;                    North         East    Units  Estimated Accuracy
 SX1010;SPC WA N     -    28,690.      457,230.      MT  (+/- 180 meters Scaled)
 SX1010
 SX1010                          SUPERSEDED SURVEY CONTROL
 SX1010
 SX1010.No superseded survey control is available for this station.
 SX1010
 SX1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT211349(NAD 83)
 SX1010_MARKER: DB = BENCH MARK DISK
 SX1010_SETTING: 66 = SET IN ROCK OUTCROP
 SX1010_SP_SET: ROCK OUTCROP
 SX1010_STAMPING: B 526 1982
 SX1010_MARK LOGO: NGS   
 SX1010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1010+STABILITY: POSITION/ELEVATION WELL
 SX1010
 SX1010  HISTORY     - Date     Condition        Report By
 SX1010  HISTORY     - 1982     MONUMENTED       NGS
 SX1010  HISTORY     - 1987     GOOD             USPSQD
 SX1010  HISTORY     - 1988     GOOD             USPSQD
 SX1010
 SX1010                          STATION DESCRIPTION
 SX1010
 SX1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX1010'9.6 KM (6.0 MI) NE FROM LESTER.
 SX1010'9.6 KM (6.0 MI) NORTHEAST ALONG SERVICE ROAD 212 FROM THE SCHOOL IN
 SX1010'LESTER, IN TOP OF A 2 BY 3 FOOT EXPOSED PORTION OF OUTCROP PROJECTING
 SX1010'1 FOOT FROM THE BASE OF A SMALL CUTBANK, AT THE CROSSING OF A POWER
 SX1010'LINE, 0. 2KM (0.1 MI) NORTHEAST OF THE T JUNCTION OF A TRACK ROAD
 SX1010'LEADING SOUTHEAST TO A POWER LINE, 6.7 METERS (22 FT) EAST OF THE
 SX1010'CENTERLINE OF THE ROAD, 25.2 METERS (82.5 FT) SOUTH-SOUTHEAST OF AND
 SX1010'ACROSS THE ROAD FROM THE NORTH POLE OF THE POWER LINE CROSSING, 18.6
 SX1010'METERS (61 FT) SOUTH OF THE EAST END OF A 18-INCH CORRUGATED METAL
 SX1010'PIPE CULVERT.
 SX1010'THE MARK IS 0.15 METERS  N FROM A WITNESS POST.
 SX1010'THE MARK IS 0.8 M ABOVE THE ROAD.
 SX1010
 SX1010                          STATION RECOVERY (1987)
 SX1010
 SX1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX1010'RECOVERED IN GOOD CONDITION.
 SX1010
 SX1010                          STATION RECOVERY (1988)
 SX1010
 SX1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 SX1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0909 ***********************************************************************
 SB0909  DESIGNATION -  B 527
 SB0909  PID         -  SB0909
 SB0909  STATE/COUNTY-  WA/YAKIMA
 SB0909  USGS QUAD   -  YAKIMA EAST (1985)
 SB0909
 SB0909                         *CURRENT SURVEY CONTROL
 SB0909  ___________________________________________________________________
 SB0909* NAD 83(1986)-  46 31 11.     (N)    120 27 36.     (W)     SCALED    
 SB0909* NAVD 88     -       295.679  (meters)     970.07   (feet)  ADJUSTED  
 SB0909  ___________________________________________________________________
 SB0909  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 SB0909  DYNAMIC HT  -         295.676 (meters)     970.06  (feet)  COMP
 SB0909  MODELED GRAV-     980,595.8   (mgal)                       NAVD 88
 SB0909
 SB0909  VERT ORDER  -  FIRST     CLASS II
 SB0909
 SB0909.The horizontal coordinates were scaled from a topographic map and have
 SB0909.an estimated accuracy of +/- 6 seconds.
 SB0909
 SB0909.The orthometric height was determined by differential leveling
 SB0909.and adjusted by the National Geodetic Survey in June 1991..
 SB0909
 SB0909.The geoid height was determined by GEOID03.
 SB0909
 SB0909.The dynamic height is computed by dividing the NAVD 88
 SB0909.geopotential number by the normal gravity value computed on the
 SB0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0909.degrees latitude (g = 980.6199 gals.).
 SB0909
 SB0909.The modeled gravity was interpolated from observed gravity values.
 SB0909
 SB0909;                    North         East    Units  Estimated Accuracy
 SB0909;SPC WA S     -   131,870.      503,070.      MT  (+/- 180 meters Scaled)
 SB0909
 SB0909                          SUPERSEDED SURVEY CONTROL
 SB0909
 SB0909.No superseded survey control is available for this station.
 SB0909
 SB0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS948549(NAD 83)
 SB0909_MARKER: I = METAL ROD
 SB0909_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SB0909_SP_SET: STAINLESS STEEL ROD
 SB0909_STAMPING: B 527 1982
 SB0909_MARK LOGO: NGS   
 SB0909_PROJECTION: FLUSH
 SB0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0909_ROD/PIPE-DEPTH: 5.0  meters
 SB0909
 SB0909  HISTORY     - Date     Condition        Report By
 SB0909  HISTORY     - 1982     MONUMENTED       NGS
 SB0909  HISTORY     - 1990     GOOD             USPSQD
 SB0909
 SB0909                          STATION DESCRIPTION
 SB0909
 SB0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0909'3.8 KM (2.3 MI) NE FROM PARKER.
 SB0909'0.32 KM (0.2 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SB0909'THE INTERSECTION OF SECOND AVENUE AT PARKER, THENCE 1.5 KM (0.9 MI)
 SB0909'EAST ALONG PARKER BRIDGE ROAD, THENCE 2.0 KM (1.25 MI) NORTH ALONG
 SB0909'THORP ROAD, ON THE EAST CORNER OF THE Y JUNCTION OF A DIRT ROAD
 SB0909'LEADING EAST, AT THE NORTHWEST END OF A LONG CURVE, 10.4 METER (34 FT)
 SB0909'NORTHEAST THORP ROAD, 7.9 METERS (26 FT) SOUTH OF THE DIRT ROAD, 24.7
 SB0909'METERS (81 FT) SOUTHEAST ACROSS THE DIRT ROAD FROM POWER POLE NUMBER
 SB0909'178000.
 SB0909'THE MARK IS 0.55 METERS  NW FROM A WITNESS POST.
 SB0909'THE MARK IS ABOVE LEVEL WITH THORP ROAD.
 SB0909
 SB0909                          STATION RECOVERY (1990)
 SB0909
 SB0909'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0934 ***********************************************************************
 SB0934  DESIGNATION -  B 528
 SB0934  PID         -  SB0934
 SB0934  STATE/COUNTY-  WA/KITTITAS
 SB0934  USGS QUAD   -  WYMER (1953)
 SB0934
 SB0934                         *CURRENT SURVEY CONTROL
 SB0934  ___________________________________________________________________
 SB0934* NAD 83(1986)-  46 48 55.     (N)    120 27 04.     (W)     SCALED    
 SB0934* NAVD 88     -       403.047  (meters)    1322.33   (feet)  ADJUSTED  
 SB0934  ___________________________________________________________________
 SB0934  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 SB0934  DYNAMIC HT  -         403.053 (meters)    1322.35  (feet)  COMP
 SB0934  MODELED GRAV-     980,617.0   (mgal)                       NAVD 88
 SB0934
 SB0934  VERT ORDER  -  FIRST     CLASS II
 SB0934
 SB0934.The horizontal coordinates were scaled from a topographic map and have
 SB0934.an estimated accuracy of +/- 6 seconds.
 SB0934
 SB0934.The orthometric height was determined by differential leveling
 SB0934.and adjusted by the National Geodetic Survey in June 1991..
 SB0934
 SB0934.The geoid height was determined by GEOID03.
 SB0934
 SB0934.The dynamic height is computed by dividing the NAVD 88
 SB0934.geopotential number by the normal gravity value computed on the
 SB0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0934.degrees latitude (g = 980.6199 gals.).
 SB0934
 SB0934.The modeled gravity was interpolated from observed gravity values.
 SB0934
 SB0934;                    North         East    Units  Estimated Accuracy
 SB0934;SPC WA S     -   164,720.      503,730.      MT  (+/- 180 meters Scaled)
 SB0934
 SB0934                          SUPERSEDED SURVEY CONTROL
 SB0934
 SB0934.No superseded survey control is available for this station.
 SB0934
 SB0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS944877(NAD 83)
 SB0934_MARKER: I = METAL ROD
 SB0934_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SB0934_SP_SET: STAINLESS STEEL ROD
 SB0934_STAMPING: B 528 1982
 SB0934_MARK LOGO: NGS   
 SB0934_PROJECTION: FLUSH
 SB0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0934_ROD/PIPE-DEPTH: 3.0  meters
 SB0934
 SB0934  HISTORY     - Date     Condition        Report By
 SB0934  HISTORY     - 1982     MONUMENTED       NGS
 SB0934  HISTORY     - 1990     GOOD             USPSQD
 SB0934
 SB0934                          STATION DESCRIPTION
 SB0934
 SB0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0934'28.1 KM (17.6 MI) SOUTH FROM ELLENSBURG.
 SB0934'28.15 KM (17.6 MI) SOUTH ALONG STATE HIGHWAY 821 FROM THE COURTHOUSE
 SB0934'AT ELLENSBURG, IN THE WEST CORNER OF THE Y JUNCTION OF A DIRT ROAD
 SB0934'LEADING SOUTH TO THE SQUAW CREEK RECREATION SITE, 0.9 KM (0.55 MI)
 SB0934'NORTHWEST OF MILEPOST 12, 0.45 KM (0.3 MI) SOUTHEAST OF THE BRIDGE
 SB0934'OVER SQUAW CREEK, 2.6 METERS (8.5 FT) WEST OF THE NORTHWEST END OF A
 SB0934'CONCRETE MONUMENT, 15.7 METERS (51.5 FT) SOUTHWEST OF THE HIGHWAY,
 SB0934'15.7 METERS (51.5 FT) SOUTHEAST OF THE EAST CORNER OF A 3 BY 3 FOOT
 SB0934'CONCRETE IRRIGATION BOX, 0.3 METER (1 FT) NORTHEAST OF THE RIGHT OF
 SB0934'WAY FENCE.
 SB0934'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 SB0934'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SB0934
 SB0934                          STATION RECOVERY (1990)
 SB0934
 SB0934'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBD)
 SB0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0986 ***********************************************************************
 SX0986  DESIGNATION -  B 529
 SX0986  PID         -  SX0986
 SX0986  STATE/COUNTY-  WA/KING
 SX0986  USGS QUAD   -  COUGAR MOUNTAIN (1989)
 SX0986
 SX0986                         *CURRENT SURVEY CONTROL
 SX0986  ___________________________________________________________________
 SX0986* NAD 83(1986)-  47 15 53.     (N)    121 43 40.     (W)     SCALED    
 SX0986* NAVD 88     -       392.524  (meters)    1287.81   (feet)  ADJUSTED  
 SX0986  ___________________________________________________________________
 SX0986  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SX0986  DYNAMIC HT  -         392.543 (meters)    1287.87  (feet)  COMP
 SX0986  MODELED GRAV-     980,650.5   (mgal)                       NAVD 88
 SX0986
 SX0986  VERT ORDER  -  FIRST     CLASS II
 SX0986
 SX0986.The horizontal coordinates were scaled from a topographic map and have
 SX0986.an estimated accuracy of +/- 6 seconds.
 SX0986
 SX0986.The orthometric height was determined by differential leveling
 SX0986.and adjusted by the National Geodetic Survey in June 1991..
 SX0986
 SX0986.The geoid height was determined by GEOID03.
 SX0986
 SX0986.The dynamic height is computed by dividing the NAVD 88
 SX0986.geopotential number by the normal gravity value computed on the
 SX0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0986.degrees latitude (g = 980.6199 gals.).
 SX0986
 SX0986.The modeled gravity was interpolated from observed gravity values.
 SX0986
 SX0986;                    North         East    Units  Estimated Accuracy
 SX0986;SPC WA N     -    29,830.      432,310.      MT  (+/- 180 meters Scaled)
 SX0986
 SX0986                          SUPERSEDED SURVEY CONTROL
 SX0986
 SX0986.No superseded survey control is available for this station.
 SX0986
 SX0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET962353(NAD 83)
 SX0986_MARKER: I = METAL ROD
 SX0986_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SX0986_SP_SET: STAINLESS STEEL ROD
 SX0986_STAMPING: B 529 1982
 SX0986_MARK LOGO: NGS   
 SX0986_PROJECTION: FLUSH
 SX0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0986_ROD/PIPE-DEPTH: 5.2  meters
 SX0986
 SX0986  HISTORY     - Date     Condition        Report By
 SX0986  HISTORY     - 1982     MONUMENTED       NGS
 SX0986
 SX0986                          STATION DESCRIPTION
 SX0986
 SX0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0986'17.7 KM (11.0 MI) SE FROM TACOMA WATER SUPPLY HEADWORKS.
 SX0986'15.4 KM (9.6 MI) SOUTHEAST ALONG SERVICE ROAD 212 FROM THE CONTROL
 SX0986'BUILDING AT THE TACOMA WATER SUPPLY HEADWORKS, THENCE 2.2 KM (1.4 MI)
 SX0986'SOUTHEAST ALONG SERVICE ROAD 5530, AT THE Y JUNCTION OF A DIRT ROAD
 SX0986'LEADING EAST, 0.25 KM (0.15 MI) NORTHWEST OF A 6 FOOT CORRUGATED METAL
 SX0986'PIPE CULVERT, 13.4 METERS (44 FT) SOUTHWEST OF THE CENTERLINE OF THE
 SX0986'ROAD, 19.2 METERS (63 FT) EAST OF THE NORTH END OF A 36-INCH
 SX0986'CORRUGATED METAL PIPE CULVERT, 2.7 METERS (9 FT) SOUTH OF THE CENTER
 SX0986'OF A GATE.
 SX0986'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 SX0986'THE MARK IS ABOVE LEVEL WITH THE RAOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0092 ***********************************************************************
 SW0092  DESIGNATION -  B 53
 SW0092  PID         -  SW0092
 SW0092  STATE/COUNTY-  WA/LINCOLN
 SW0092  USGS QUAD   -  LORDS VALLEY (1969)
 SW0092
 SW0092                         *CURRENT SURVEY CONTROL
 SW0092  ___________________________________________________________________
 SW0092* NAD 83(1986)-  47 23 05.     (N)    118 08 12.     (W)     SCALED    
 SW0092* NAVD 88     -       625.199  (meters)    2051.17   (feet)  ADJUSTED  
 SW0092  ___________________________________________________________________
 SW0092  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 SW0092  DYNAMIC HT  -         625.226 (meters)    2051.26  (feet)  COMP
 SW0092  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 SW0092
 SW0092  VERT ORDER  -  SECOND    CLASS 0
 SW0092
 SW0092.The horizontal coordinates were scaled from a topographic map and have
 SW0092.an estimated accuracy of +/- 6 seconds.
 SW0092
 SW0092.The orthometric height was determined by differential leveling
 SW0092.and adjusted by the National Geodetic Survey in June 1991..
 SW0092
 SW0092.The geoid height was determined by GEOID03.
 SW0092
 SW0092.The dynamic height is computed by dividing the NAVD 88
 SW0092.geopotential number by the normal gravity value computed on the
 SW0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0092.degrees latitude (g = 980.6199 gals.).
 SW0092
 SW0092.The modeled gravity was interpolated from observed gravity values.
 SW0092
 SW0092;                    North         East    Units  Estimated Accuracy
 SW0092;SPC WA N     -    46,340.      703,580.      MT  (+/- 180 meters Scaled)
 SW0092
 SW0092                          SUPERSEDED SURVEY CONTROL
 SW0092
 SW0092  NGVD 29 (??/??/92)  624.023  (m)         2047.32   (f) ADJ UNCH    2 0
 SW0092
 SW0092.Superseded values are not recommended for survey control.
 SW0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0092.See file dsdata.txt to determine how the superseded data were derived.
 SW0092
 SW0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN142485(NAD 83)
 SW0092_MARKER: DB = BENCH MARK DISK
 SW0092_SETTING: 0 = UNSPECIFIED SETTING
 SW0092_STAMPING: B 53 1934
 SW0092_MARK LOGO: CGS   
 SW0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0092
 SW0092  HISTORY     - Date     Condition        Report By
 SW0092  HISTORY     - 1934     MONUMENTED       CGS
 SW0092  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0092  HISTORY     - 1981     MARK NOT FOUND   NGS
 SW0092
 SW0092                          STATION DESCRIPTION
 SW0092
 SW0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SW0092'10.8 MI SE FROM HARRINGTON.
 SW0092'10.8 MI. S.E. ALONG LINCOLN CO. ROAD TO SPRAGUE FROM POST OFFICE.
 SW0092'ALONG THE RIGHT OF WAY OF LINCOLN COUNTY ROAD TO SPRAGUE.  56 YARDS
 SW0092'S.E. OF CROSS ROAD TO F.W. SCHANDONEYS FARM, 15 FT. S.E. OF WEST
 SW0092'CORNER OF PASTURE FENCE, AND 29 FEET N.E. OF CENTER LINE OF ROAD ON
 SW0092'RIGHT OF WAY FENCE LINE.
 SW0092
 SW0092                          STATION RECOVERY (1966)
 SW0092
 SW0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0092'MARK NOT FOUND.
 SW0092
 SW0092                          STATION RECOVERY (1981)
 SW0092
 SW0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0092'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0947 ***********************************************************************
 SC0947  DESIGNATION -  B 530
 SC0947  PID         -  SC0947
 SC0947  STATE/COUNTY-  WA/PACIFIC
 SC0947  USGS QUAD   -  RAYMOND (1994)
 SC0947
 SC0947                         *CURRENT SURVEY CONTROL
 SC0947  ___________________________________________________________________
 SC0947* NAD 83(1986)-  46 41 03.     (N)    123 43 59.     (W)     SCALED    
 SC0947* NAVD 88     -         3.857  (meters)      12.65   (feet)  ADJUSTED  
 SC0947  ___________________________________________________________________
 SC0947  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 SC0947  DYNAMIC HT  -           3.857 (meters)      12.65  (feet)  COMP
 SC0947  MODELED GRAV-     980,778.9   (mgal)                       NAVD 88
 SC0947
 SC0947  VERT ORDER  -  FIRST     CLASS II
 SC0947
 SC0947.The horizontal coordinates were scaled from a topographic map and have
 SC0947.an estimated accuracy of +/- 6 seconds.
 SC0947
 SC0947.The orthometric height was determined by differential leveling
 SC0947.and adjusted by the National Geodetic Survey in June 1991..
 SC0947
 SC0947.The geoid height was determined by GEOID03.
 SC0947
 SC0947.The dynamic height is computed by dividing the NAVD 88
 SC0947.geopotential number by the normal gravity value computed on the
 SC0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0947.degrees latitude (g = 980.6199 gals.).
 SC0947
 SC0947.The modeled gravity was interpolated from observed gravity values.
 SC0947
 SC0947;                    North         East    Units  Estimated Accuracy
 SC0947;SPC WA S     -   155,210.      252,750.      MT  (+/- 180 meters Scaled)
 SC0947
 SC0947                          SUPERSEDED SURVEY CONTROL
 SC0947
 SC0947.No superseded survey control is available for this station.
 SC0947
 SC0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS439703(NAD 83)
 SC0947_MARKER: I = METAL ROD
 SC0947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC0947_SP_SET: STAINLESS STEEL ROD
 SC0947_STAMPING: B 530 1987
 SC0947_MARK LOGO: NGS   
 SC0947_PROJECTION: FLUSH
 SC0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0947+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2004
 SC0947_ROD/PIPE-DEPTH: 12.2 meters
 SC0947
 SC0947  HISTORY     - Date     Condition        Report By
 SC0947  HISTORY     - 1987     MONUMENTED       NGS
 SC0947  HISTORY     - 20041105 GOOD             USPSQD
 SC0947
 SC0947                          STATION DESCRIPTION
 SC0947
 SC0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0947'IN RAYMOND.
 SC0947'IN RAYMOND, AT THE INTERSECTION OF DURYEA AND FOURTH STREETS, AT THE
 SC0947'NORTHWEST CORNER OF THE US POST OFFICE, 7.0 M (23.0 FT) SOUTH OF THE
 SC0947'SOUTH CURB OF DURYEA STREET, 5.9 M (19.4 FT) EAST OF THE EAST CURB OF
 SC0947'FOURTH STREET, 0.61 M (2.0 FT) WEST OF THE WEST FACE OF THE POST
 SC0947'OFFICE, 0.45 M (1.5 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE POST
 SC0947'OFFICE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 SC0947'CAP.
 SC0947'THE MARK IS 0.15 M ABOVE THE STREETS.
 SC0947
 SC0947                          STATION RECOVERY (2004)
 SC0947
 SC0947'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 SC0947'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0989 ***********************************************************************
 SC0989  DESIGNATION -  B 531
 SC0989  PID         -  SC0989
 SC0989  STATE/COUNTY-  WA/PACIFIC
 SC0989  USGS QUAD   -  KNAPPTON (1984)
 SC0989
 SC0989                         *CURRENT SURVEY CONTROL
 SC0989  ___________________________________________________________________
 SC0989* NAD 83(1986)-  46 21 45.     (N)    123 48 55.     (W)     SCALED    
 SC0989* NAVD 88     -         9.317  (meters)      30.57   (feet)  ADJUSTED  
 SC0989  ___________________________________________________________________
 SC0989  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 SC0989  DYNAMIC HT  -           9.318 (meters)      30.57  (feet)  COMP
 SC0989  MODELED GRAV-     980,717.9   (mgal)                       NAVD 88
 SC0989
 SC0989  VERT ORDER  -  FIRST     CLASS II
 SC0989
 SC0989.The horizontal coordinates were scaled from a topographic map and have
 SC0989.an estimated accuracy of +/- 6 seconds.
 SC0989
 SC0989.The orthometric height was determined by differential leveling
 SC0989.and adjusted by the National Geodetic Survey in June 1991..
 SC0989
 SC0989.The geoid height was determined by GEOID03.
 SC0989
 SC0989.The dynamic height is computed by dividing the NAVD 88
 SC0989.geopotential number by the normal gravity value computed on the
 SC0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0989.degrees latitude (g = 980.6199 gals.).
 SC0989
 SC0989.The modeled gravity was interpolated from observed gravity values.
 SC0989
 SC0989;                    North         East    Units  Estimated Accuracy
 SC0989;SPC WA S     -   119,750.      244,970.      MT  (+/- 180 meters Scaled)
 SC0989
 SC0989                          SUPERSEDED SURVEY CONTROL
 SC0989
 SC0989.No superseded survey control is available for this station.
 SC0989
 SC0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS372346(NAD 83)
 SC0989_MARKER: I = METAL ROD
 SC0989_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC0989_SP_SET: STAINLESS STEEL ROD
 SC0989_STAMPING: B 531 1987
 SC0989_MARK LOGO: NGS   
 SC0989_PROJECTION: FLUSH
 SC0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0989_ROD/PIPE-DEPTH: 6.1  meters
 SC0989
 SC0989  HISTORY     - Date     Condition        Report By
 SC0989  HISTORY     - 1987     MONUMENTED       NGS
 SC0989  HISTORY     - 1989     GOOD             USPSQD
 SC0989  HISTORY     - 19971012 GOOD             USPSQD
 SC0989
 SC0989                          STATION DESCRIPTION
 SC0989
 SC0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0989'1.9 KM (1.15 MI) SOUTH FROM NASELLE.
 SC0989'1.85 KM (1.15 MI) SOUTH ALONG STATE HIGHWAY 401 FROM THE JUNCTION OF
 SC0989'STATE HIGHWAY 4 IN NASELLE, 20.0 M (65.6 FT) EAST OF THE CENTERLINE
 SC0989'OF THE HIGHWAY, 54.9 M (180.1 FT) SOUTH OF MILEPOST 11, 15.3 M (50.2
 SC0989'FT) EAST-SOUTHEAST OF A HIGHWAY REFLECTOR.  NOTE--ACCESS TO DATUM
 SC0989'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC0989'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 SC0989'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
 SC0989
 SC0989                          STATION RECOVERY (1989)
 SC0989
 SC0989'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SC0989'RECOVERED IN GOOD CONDITION.
 SC0989
 SC0989                          STATION RECOVERY (1997)
 SC0989
 SC0989'RECOVERY NOTE BY US POWER SQUADRON 1997
 SC0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1141 ***********************************************************************
 SC1141  DESIGNATION -  B 532
 SC1141  PID         -  SC1141
 SC1141  STATE/COUNTY-  WA/THURSTON
 SC1141  USGS QUAD   -  BUCODA (1990)
 SC1141
 SC1141                         *CURRENT SURVEY CONTROL
 SC1141  ___________________________________________________________________
 SC1141* NAD 83(1986)-  46 48 00.     (N)    122 52 02.     (W)     SCALED    
 SC1141* NAVD 88     -        77.297  (meters)     253.60   (feet)  ADJUSTED  
 SC1141  ___________________________________________________________________
 SC1141  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 SC1141  DYNAMIC HT  -          77.309 (meters)     253.64  (feet)  COMP
 SC1141  MODELED GRAV-     980,769.2   (mgal)                       NAVD 88
 SC1141
 SC1141  VERT ORDER  -  FIRST     CLASS II
 SC1141
 SC1141.The horizontal coordinates were scaled from a topographic map and have
 SC1141.an estimated accuracy of +/- 6 seconds.
 SC1141
 SC1141.The orthometric height was determined by differential leveling
 SC1141.and adjusted by the National Geodetic Survey in June 1991..
 SC1141
 SC1141.The geoid height was determined by GEOID03.
 SC1141
 SC1141.The dynamic height is computed by dividing the NAVD 88
 SC1141.geopotential number by the normal gravity value computed on the
 SC1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1141.degrees latitude (g = 980.6199 gals.).
 SC1141
 SC1141.The modeled gravity was interpolated from observed gravity values.
 SC1141
 SC1141;                    North         East    Units  Estimated Accuracy
 SC1141;SPC WA S     -   165,730.      319,330.      MT  (+/- 180 meters Scaled)
 SC1141
 SC1141                          SUPERSEDED SURVEY CONTROL
 SC1141
 SC1141  NGVD 29 (05/16/90)   76.255  (m)          250.18   (f) ADJUSTED    1 2
 SC1141
 SC1141.Superseded values are not recommended for survey control.
 SC1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1141.See file dsdata.txt to determine how the superseded data were derived.
 SC1141
 SC1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES101829(NAD 83)
 SC1141_MARKER: I = METAL ROD
 SC1141_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SC1141+WITH SETTING: INFORMATION.
 SC1141_SP_SET: SHALLOW-SET METAL ROD
 SC1141_STAMPING: B 532 1987
 SC1141_MARK LOGO: NGS   
 SC1141_PROJECTION: FLUSH
 SC1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1141_ROD/PIPE-DEPTH: 2.4  meters
 SC1141
 SC1141  HISTORY     - Date     Condition        Report By
 SC1141  HISTORY     - 1987     MONUMENTED       NGS
 SC1141
 SC1141                          STATION DESCRIPTION
 SC1141
 SC1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1141'IN BUCODA.
 SC1141'IN BUCODA, 1 BLOCK SOUTHEAST ALONG 6TH STREET FROM THE JUNCTION OF
 SC1141'STATE HIGHWAY 507, THENCE 1/2 BLOCK NORTHEAST ALONG MAIN STREET,
 SC1141'SOUTHEAST AND ACROSS THE STREET FROM A SMALL PARK, 3.59 M (11.8 FT)
 SC1141'SOUTHEAST OF THE SOUTHEAST CURB, 11.15 M (36.6 FT) NORTHWEST OF THE
 SC1141'NORTHWEST CORNER OF THE BUCODA ASSEMBLY OF GOD CHURCH, 2.74 M
 SC1141'(9.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE FIRE STATION
 SC1141'BUILDING, 1.2 M (3.9 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A
 SC1141'SIDEWALK ENTRANCE TO THE STATION.  ROD DRIVEN TO ABRUPT REFUSAL AND
 SC1141'ANCHORED. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 SC1141'CAP.
 SC1141'THE MARK IS 0.2 M ABOVE MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD1549 ***********************************************************************
 RD1549  DESIGNATION -  B 533
 RD1549  PID         -  RD1549
 RD1549  STATE/COUNTY-  WA/CLARK
 RD1549  USGS QUAD   -  VANCOUVER (1990)
 RD1549
 RD1549                         *CURRENT SURVEY CONTROL
 RD1549  ___________________________________________________________________
 RD1549* NAD 83(1986)-  45 38 10.     (N)    122 40 30.     (W)     SCALED    
 RD1549* NAVD 88     -        30.606  (meters)     100.41   (feet)  ADJUSTED  
 RD1549  ___________________________________________________________________
 RD1549  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 RD1549  DYNAMIC HT  -          30.606 (meters)     100.41  (feet)  COMP
 RD1549  MODELED GRAV-     980,626.5   (mgal)                       NAVD 88
 RD1549
 RD1549  VERT ORDER  -  FIRST     CLASS II
 RD1549
 RD1549.The horizontal coordinates were scaled from a topographic map and have
 RD1549.an estimated accuracy of +/- 6 seconds.
 RD1549
 RD1549.The orthometric height was determined by differential leveling
 RD1549.and adjusted by the National Geodetic Survey in June 1991..
 RD1549
 RD1549.The geoid height was determined by GEOID03.
 RD1549
 RD1549.The dynamic height is computed by dividing the NAVD 88
 RD1549.geopotential number by the normal gravity value computed on the
 RD1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1549.degrees latitude (g = 980.6199 gals.).
 RD1549
 RD1549.The modeled gravity was interpolated from observed gravity values.
 RD1549
 RD1549;                    North         East    Units  Estimated Accuracy
 RD1549;SPC WA S     -    35,990.      330,430.      MT  (+/- 180 meters Scaled)
 RD1549
 RD1549                          SUPERSEDED SURVEY CONTROL
 RD1549
 RD1549  NGVD 29 (05/16/90)   29.547  (m)           96.94   (f) ADJUSTED    1 2
 RD1549
 RD1549.Superseded values are not recommended for survey control.
 RD1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1549.See file dsdata.txt to determine how the superseded data were derived.
 RD1549
 RD1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER253536(NAD 83)
 RD1549_MARKER: DB = BENCH MARK DISK
 RD1549_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RD1549_SP_SET: BUILDING
 RD1549_STAMPING: B 533 1987
 RD1549_MARK LOGO: NGS   
 RD1549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1549+STABILITY: POSITION/ELEVATION WELL
 RD1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1549+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 RD1549
 RD1549  HISTORY     - Date     Condition        Report By
 RD1549  HISTORY     - 1987     MONUMENTED       NGS
 RD1549  HISTORY     - 20010308 GOOD             USPSQD
 RD1549  HISTORY     - 20041121 GOOD             USPSQD
 RD1549  HISTORY     - 20060328 GOOD             USPSQD
 RD1549
 RD1549                          STATION DESCRIPTION
 RD1549
 RD1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1549'IN VANCOUVER.
 RD1549'IN VANCOUVER, IN TOP AND 0.6 M (2.0 FT) NORTHWEST OF THE SOUTHEAST
 RD1549'CORNER OF THE TOP STEP OF THE NORTH ENTRANCE OF THE HOUGH ELEMENTARY
 RD1549'SCHOOL (A 2-STORY BUILDING WITH A BASEMENT), 29.4 M (96.5 FT) WEST OF
 RD1549'THE CENTERLINE OF DANIELS STREET, 16.4 M (53.8 FT) SOUTH OF THE
 RD1549'CENTERLINE OF 20TH STREET.
 RD1549
 RD1549                          STATION RECOVERY (2001)
 RD1549
 RD1549'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAK)
 RD1549'THE STAIRS HAVE CHANGED.  THERE ARE NOW STAIRS FACING EAST AND A
 RD1549'HANDICAP RAMP THAT STARTS OUT FACING WEST THEN TURNS BACK TO THE
 RD1549'ENTRANCE.  THE MARKER IS APPROXIMATELY ONE FOOT FROM THE NORTH
 RD1549'ENTRANCE DOOR.
 RD1549
 RD1549                          STATION RECOVERY (2004)
 RD1549
 RD1549'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD1549'RECOVERED IN GOOD CONDITION.
 RD1549
 RD1549                          STATION RECOVERY (2006)
 RD1549
 RD1549'RECOVERY NOTE BY US POWER SQUADRON 2006 (PZ)
 RD1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD1575 ***********************************************************************
 RD1575  DESIGNATION -  B 534
 RD1575  PID         -  RD1575
 RD1575  STATE/COUNTY-  WA/COWLITZ
 RD1575  USGS QUAD   -  DEER ISLAND (1990)
 RD1575
 RD1575                         *CURRENT SURVEY CONTROL
 RD1575  ___________________________________________________________________
 RD1575* NAD 83(1986)-  45 58 02.     (N)    122 48 43.     (W)     SCALED    
 RD1575* NAVD 88     -        21.507  (meters)      70.56   (feet)  ADJUSTED  
 RD1575  ___________________________________________________________________
 RD1575  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 RD1575  DYNAMIC HT  -          21.508 (meters)      70.56  (feet)  COMP
 RD1575  MODELED GRAV-     980,666.2   (mgal)                       NAVD 88
 RD1575
 RD1575  VERT ORDER  -  FIRST     CLASS II
 RD1575
 RD1575.The horizontal coordinates were scaled from a topographic map and have
 RD1575.an estimated accuracy of +/- 6 seconds.
 RD1575
 RD1575.The orthometric height was determined by differential leveling
 RD1575.and adjusted by the National Geodetic Survey in June 1991..
 RD1575
 RD1575.The geoid height was determined by GEOID03.
 RD1575
 RD1575.The dynamic height is computed by dividing the NAVD 88
 RD1575.geopotential number by the normal gravity value computed on the
 RD1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1575.degrees latitude (g = 980.6199 gals.).
 RD1575
 RD1575.The modeled gravity was interpolated from observed gravity values.
 RD1575
 RD1575;                    North         East    Units  Estimated Accuracy
 RD1575;SPC WA S     -    73,080.      320,830.      MT  (+/- 180 meters Scaled)
 RD1575
 RD1575                          SUPERSEDED SURVEY CONTROL
 RD1575
 RD1575  NGVD 29 (05/16/90)   20.456  (m)           67.11   (f) ADJUSTED    1 2
 RD1575
 RD1575.Superseded values are not recommended for survey control.
 RD1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1575.See file dsdata.txt to determine how the superseded data were derived.
 RD1575
 RD1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER145904(NAD 83)
 RD1575_MARKER: DB = BENCH MARK DISK
 RD1575_SETTING: 66 = SET IN ROCK OUTCROP
 RD1575_SP_SET: ROCK OUTCROP
 RD1575_STAMPING: B 534 1987
 RD1575_MARK LOGO: NGS   
 RD1575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1575+STABILITY: POSITION/ELEVATION WELL
 RD1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1575+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2006
 RD1575
 RD1575  HISTORY     - Date     Condition        Report By
 RD1575  HISTORY     - 1987     MONUMENTED       NGS
 RD1575  HISTORY     - 20040616 GOOD             USPSQD
 RD1575  HISTORY     - 20050702 GOOD             USPSQD
 RD1575  HISTORY     - 20060706 GOOD             USPSQD
 RD1575
 RD1575                          STATION DESCRIPTION
 RD1575
 RD1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1575'5.2 KM (3.25 MI) SOUTH FROM KALAMA.
 RD1575'5.24 KM (3.25 MI) SOUTH ALONG INTERSTATE HIGHWAY 5 FROM THE UNDERPASS
 RD1575'OF ELM STREET (EXIT 30) IN KALAMA, AT THE SOUTHEAST END OF A LONG
 RD1575'HIGHWAY CUT, 21.6 M (70.9 FT) NORTHEAST OF THE CENTERLINE OF THE
 RD1575'NORTHBOUND LANES, IN TOP AND 0.2 M (0.7 FT) SOUTHEAST OF THE
 RD1575'NORTHWEST EDGE OF A 3 BY 5 FT ROCK OUTCROP FLUSH WITH THE GROUND.
 RD1575'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 RD1575'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1575
 RD1575                          STATION RECOVERY (2004)
 RD1575
 RD1575'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1575'RECOVERED IN GOOD CONDITION.
 RD1575
 RD1575                          STATION RECOVERY (2005)
 RD1575
 RD1575'RECOVERY NOTE BY US POWER SQUADRON 2005
 RD1575'RECOVERED IN GOOD CONDITION.
 RD1575
 RD1575                          STATION RECOVERY (2006)
 RD1575
 RD1575'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD1575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1166 ***********************************************************************
 SC1166  DESIGNATION -  B 535
 SC1166  PID         -  SC1166
 SC1166  STATE/COUNTY-  WA/LEWIS
 SC1166  USGS QUAD   -  WINLOCK (1993)
 SC1166
 SC1166                         *CURRENT SURVEY CONTROL
 SC1166  ___________________________________________________________________
 SC1166* NAD 83(1986)-  46 28 12.     (N)    122 54 10.     (W)     SCALED    
 SC1166* NAVD 88     -       143.035  (meters)     469.27   (feet)  ADJUSTED  
 SC1166  ___________________________________________________________________
 SC1166  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SC1166  DYNAMIC HT  -         143.047 (meters)     469.31  (feet)  COMP
 SC1166  MODELED GRAV-     980,692.6   (mgal)                       NAVD 88
 SC1166
 SC1166  VERT ORDER  -  FIRST     CLASS II
 SC1166
 SC1166.The horizontal coordinates were scaled from a topographic map and have
 SC1166.an estimated accuracy of +/- 6 seconds.
 SC1166
 SC1166.The orthometric height was determined by differential leveling
 SC1166.and adjusted by the National Geodetic Survey in June 1991..
 SC1166
 SC1166.The geoid height was determined by GEOID03.
 SC1166
 SC1166.The dynamic height is computed by dividing the NAVD 88
 SC1166.geopotential number by the normal gravity value computed on the
 SC1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1166.degrees latitude (g = 980.6199 gals.).
 SC1166
 SC1166.The modeled gravity was interpolated from observed gravity values.
 SC1166
 SC1166;                    North         East    Units  Estimated Accuracy
 SC1166;SPC WA S     -   129,150.      315,500.      MT  (+/- 180 meters Scaled)
 SC1166
 SC1166                          SUPERSEDED SURVEY CONTROL
 SC1166
 SC1166  NGVD 29 (05/16/90)  142.001  (m)          465.88   (f) ADJUSTED    1 2
 SC1166
 SC1166.Superseded values are not recommended for survey control.
 SC1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1166.See file dsdata.txt to determine how the superseded data were derived.
 SC1166
 SC1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES074462(NAD 83)
 SC1166_MARKER: I = METAL ROD
 SC1166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1166_SP_SET: STAINLESS STEEL ROD
 SC1166_STAMPING: B 535 1987
 SC1166_MARK LOGO: NGS   
 SC1166_PROJECTION: FLUSH
 SC1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1166_ROD/PIPE-DEPTH: 4.9  meters
 SC1166
 SC1166  HISTORY     - Date     Condition        Report By
 SC1166  HISTORY     - 1987     MONUMENTED       NGS
 SC1166
 SC1166                          STATION DESCRIPTION
 SC1166
 SC1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1166'4.8 KM (3.00 MI) SE FROM WINLOCK.
 SC1166'3.6 KM (2.25 MI) SOUTHEAST ALONG STATE HIGHWAY 603 FROM THE CROSSING
 SC1166'OF THE BURLINGTON NORTHERN-UNION PACIFIC RAILROAD IN WINLOCK, THENCE
 SC1166'1.2 KM (0.75 MI) SOUTH ALONG SOUTH MILITARY ROAD, AT THE JUNCTION OF
 SC1166'ROTH ROAD WEST, 26.8 M (87.9 FT) WEST OF THE CENTERLINE OF MILITARY
 SC1166'ROAD, 5.5 M (18.0 FT) SOUTH OF THE CENTERLINE OF ROTH ROAD, 14.6 M
 SC1166'(47.9 FT) WEST OF A FENCE CORNER, 4.8 M (15.7 FT) WEST OF A GUYED
 SC1166'POWER POLE, 1.73 M (5.7 FT) WEST OF A GUY ANCHOR, 0.30 M (1.0 FT)
 SC1166'NORTH OF A FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 SC1166'LOGO CAP.
 SC1166'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 SC1166'THE MARK IS ABOVE LEVEL WITH ROTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0286 ***********************************************************************
 SD0286  DESIGNATION -  B 536
 SD0286  PID         -  SD0286
 SD0286  STATE/COUNTY-  WA/PACIFIC
 SD0286  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0286
 SD0286                         *CURRENT SURVEY CONTROL
 SD0286  ___________________________________________________________________
 SD0286* NAD 83(1986)-  46 18 47.     (N)    124 01 33.     (W)     SCALED    
 SD0286* NAVD 88     -        15.237  (meters)      49.99   (feet)  ADJUSTED  
 SD0286  ___________________________________________________________________
 SD0286  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 SD0286  DYNAMIC HT  -          15.239 (meters)      50.00  (feet)  COMP
 SD0286  MODELED GRAV-     980,711.5   (mgal)                       NAVD 88
 SD0286
 SD0286  VERT ORDER  -  FIRST     CLASS II
 SD0286
 SD0286.The horizontal coordinates were scaled from a topographic map and have
 SD0286.an estimated accuracy of +/- 6 seconds.
 SD0286
 SD0286.The orthometric height was determined by differential leveling
 SD0286.and adjusted by the National Geodetic Survey in June 1991..
 SD0286
 SD0286.The geoid height was determined by GEOID03.
 SD0286
 SD0286.The dynamic height is computed by dividing the NAVD 88
 SD0286.geopotential number by the normal gravity value computed on the
 SD0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0286.degrees latitude (g = 980.6199 gals.).
 SD0286
 SD0286.The modeled gravity was interpolated from observed gravity values.
 SD0286
 SD0286;                    North         East    Units  Estimated Accuracy
 SD0286;SPC WA S     -   114,960.      228,530.      MT  (+/- 180 meters Scaled)
 SD0286
 SD0286                          SUPERSEDED SURVEY CONTROL
 SD0286
 SD0286.No superseded survey control is available for this station.
 SD0286
 SD0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS210293(NAD 83)
 SD0286_MARKER: I = METAL ROD
 SD0286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0286_SP_SET: STAINLESS STEEL ROD
 SD0286_STAMPING: B 536 1987
 SD0286_MARK LOGO: NGS   
 SD0286_PROJECTION: FLUSH
 SD0286_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SD0286+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1994
 SD0286_ROD/PIPE-DEPTH: 9.8  meters
 SD0286
 SD0286  HISTORY     - Date     Condition        Report By
 SD0286  HISTORY     - 1987     MONUMENTED       NGS
 SD0286  HISTORY     - 1988     GOOD             USPSQD
 SD0286  HISTORY     - 1989     GOOD             USPSQD
 SD0286  HISTORY     - 19940307 GOOD             WADT
 SD0286  HISTORY     - 19971012 GOOD             USPSQD
 SD0286
 SD0286                          STATION DESCRIPTION
 SD0286
 SD0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0286'1.6 KM (1.00 MI) EAST FROM ILWACO.
 SD0286'1.61 KM (1.00 MI) EAST ALONG US HIGHWAY 101 FROM THE JUNCTION OF US
 SD0286'HIGHWAY 101 NORTH AND SPRUCE STREET IN ILWACO, 0.56 KM (0.35 MI) WEST
 SD0286'OF THE ENTRANCE TO ILWACO CEMETARY, 4.9 M (16.1 FT) SOUTHEAST OF THE
 SD0286'CENTERLINE OF THE HIGHWAY, 34.9 M (114.5 FT) SOUTHWEST OF THE CENTER
 SD0286'OF THE ENTRANCE ROAD TO THE JAY HARDIN RESIDENCE, 38.7 M (127.0 FT)
 SD0286'SOUTHWEST OF THE SOUTHWEST END OF A METAL GUARD RAIL, 0.6 M (2.0 FT)
 SD0286'NORTHWEST OF POWER POLE G34-77 WITH A TRANSFORMER.  NOTE--ACCESS TO
 SD0286'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SD0286'THE MARK IS 0.45 METERS  NW FROM  A WITNESS POST
 SD0286'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SD0286
 SD0286                          STATION RECOVERY (1988)
 SD0286
 SD0286'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMN)
 SD0286'RECOVERED IN GOOD CONDITION.
 SD0286
 SD0286                          STATION RECOVERY (1989)
 SD0286
 SD0286'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SD0286'RECOVERED IN GOOD CONDITION.
 SD0286
 SD0286                          STATION RECOVERY (1994)
 SD0286
 SD0286'RECOVERY NOTE BY WA DEPT OF TRANSP 1994 (LEW)
 SD0286'RECOVERED AS DESCRIBED.
 SD0286
 SD0286                          STATION RECOVERY (1997)
 SD0286
 SD0286'RECOVERY NOTE BY US POWER SQUADRON 1997
 SD0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB4996 ***********************************************************************
 AB4996  DESIGNATION -  B 536 RESET
 AB4996  PID         -  AB4996
 AB4996  STATE/COUNTY-  WA/PACIFIC
 AB4996  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 AB4996
 AB4996                         *CURRENT SURVEY CONTROL
 AB4996  ___________________________________________________________________
 AB4996* NAD 83(1986)-  46 18 47.     (N)    124 01 33.     (W)     SCALED    
 AB4996* NAVD 88     -        14.44   (meters)      47.4    (feet)  RESET     
 AB4996  ___________________________________________________________________
 AB4996  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AB4996
 AB4996  VERT ORDER  -  THIRD
 AB4996
 AB4996.The horizontal coordinates were scaled from a topographic map and have
 AB4996.an estimated accuracy of +/- 6 seconds.
 AB4996
 AB4996.The orthometric height was computed from unverified reset data.
 AB4996
 AB4996.The geoid height was determined by GEOID03.
 AB4996
 AB4996;                    North         East    Units  Estimated Accuracy
 AB4996;SPC WA S     -   114,960.      228,530.      MT  (+/- 180 meters Scaled)
 AB4996
 AB4996                          SUPERSEDED SURVEY CONTROL
 AB4996
 AB4996.No superseded survey control is available for this station.
 AB4996
 AB4996_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS210293(NAD 83)
 AB4996_MARKER: DV = VERTICAL CONTROL DISK
 AB4996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4996_STAMPING: B 536 RESET 1994
 AB4996_MARK LOGO: WADT  
 AB4996_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4996+STABILITY: SURFACE MOTION
 AB4996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB4996+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 AB4996
 AB4996  HISTORY     - Date     Condition        Report By
 AB4996  HISTORY     - 1994     MONUMENTED       WADT
 AB4996  HISTORY     - 19971012 GOOD             USPSQD
 AB4996  HISTORY     - 20010218 GOOD             USPSQD
 AB4996
 AB4996                          STATION DESCRIPTION
 AB4996
 AB4996'DESCRIBED BY WA DEPT OF TRANSP 1994 (LEW)
 AB4996'TO REACH THE STATION FROM THE JUNCTION OF SR101 NORTH AND SPRUCE
 AB4996'STREET IN ILWACO, GO EAST 1.61 KM (1.00 MI) ON SPRUCE STREET (SR101)
 AB4996'TO MARK ON RIGHT.  IT IS 0.56 KM (0.35 MI) WEST OF TH ENTRANCE TO
 AB4996'ILWACO CEMETARY, 30.8 M (101.0 FT) SOUTHWEST OF GRAVEL DRIVEWAY
 AB4996'(ADDRESS-JAY HARDEN, 115 SR101, ILWACO) , 70 CM WEST OF A WITNESS
 AB4996'POST, 40 CM NORTHWEST OF A POWER POLE WITH GUY WIRE AND TRANSFORMER,
 AB4996'4.6 M (15.1 FT) NORTHWEST OF BM B 536, 7.5 M (24.6 FT) SOUTHEAST OF
 AB4996'CENTER LINE OF SR101.  IT IS A NGS BRASS DISK SET IN A CONCRETE
 AB4996'MONUMENT, UNDER A WSDOT MONUMENT CASE AND COVER.  MARK IS
 AB4996'APPROXIMATELY 80 CM BELOW ROAD SURFACE.
 AB4996
 AB4996                          STATION RECOVERY (1997)
 AB4996
 AB4996'RECOVERY NOTE BY US POWER SQUADRON 1997
 AB4996'RECOVERED IN GOOD CONDITION.
 AB4996
 AB4996                          STATION RECOVERY (2001)
 AB4996
 AB4996'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJB)
 AB4996'DUE TO NEW COUNTYWIDE NUMBERING, 115 SR101, HAS BECOME 1705 HWY 101.
 AB4996' 
 AB4996'100 FT DUE WEST OF JAY HARDIN DRIVEWAY.  15 FT W OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0303 ***********************************************************************
 SD0303  DESIGNATION -  B 537
 SD0303  PID         -  SD0303
 SD0303  STATE/COUNTY-  WA/PACIFIC
 SD0303  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0303
 SD0303                         *CURRENT SURVEY CONTROL
 SD0303  ___________________________________________________________________
 SD0303* NAD 83(1986)-  46 19 53.     (N)    124 03 15.     (W)     SCALED    
 SD0303* NAVD 88     -         6.175  (meters)      20.26   (feet)  ADJUSTED  
 SD0303  ___________________________________________________________________
 SD0303  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 SD0303  DYNAMIC HT  -           6.175 (meters)      20.26  (feet)  COMP
 SD0303  MODELED GRAV-     980,707.2   (mgal)                       NAVD 88
 SD0303
 SD0303  VERT ORDER  -  FIRST     CLASS II
 SD0303
 SD0303.The horizontal coordinates were scaled from a topographic map and have
 SD0303.an estimated accuracy of +/- 6 seconds.
 SD0303
 SD0303.The orthometric height was determined by differential leveling
 SD0303.and adjusted by the National Geodetic Survey in June 1991..
 SD0303
 SD0303.The geoid height was determined by GEOID03.
 SD0303
 SD0303.The dynamic height is computed by dividing the NAVD 88
 SD0303.geopotential number by the normal gravity value computed on the
 SD0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0303.degrees latitude (g = 980.6199 gals.).
 SD0303
 SD0303.The modeled gravity was interpolated from observed gravity values.
 SD0303
 SD0303;                    North         East    Units  Estimated Accuracy
 SD0303;SPC WA S     -   117,100.      226,440.      MT  (+/- 180 meters Scaled)
 SD0303
 SD0303                          SUPERSEDED SURVEY CONTROL
 SD0303
 SD0303.No superseded survey control is available for this station.
 SD0303
 SD0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS188314(NAD 83)
 SD0303_MARKER: I = METAL ROD
 SD0303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0303_SP_SET: STAINLESS STEEL ROD
 SD0303_STAMPING: B 537 1987
 SD0303_MARK LOGO: WA-049
 SD0303_PROJECTION: FLUSH
 SD0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0303+STABILITY: POSITION/ELEVATION WELL
 SD0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0303+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 SD0303_ROD/PIPE-DEPTH: 20.6 meters
 SD0303
 SD0303  HISTORY     - Date     Condition        Report By
 SD0303  HISTORY     - 1987     MONUMENTED       WA-049
 SD0303  HISTORY     - 1987     GOOD             NGS
 SD0303  HISTORY     - 20010218 GOOD             USPSQD
 SD0303  HISTORY     - 20050205 GOOD             USPSQD
 SD0303  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 SD0303
 SD0303                          STATION DESCRIPTION
 SD0303
 SD0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0303'0.2 KM (0.10 MI) SE FROM SEAVIEW.
 SD0303'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0303'IN SEAVIEW, THENCE 0.08 KM (0.05 MI) EAST ALONG US HIGHWAY 101, AT
 SD0303'THE JUNCTION OF 40TH STREET NORTH AND HIGHWAY 101, 10.0 M (32.8 FT)
 SD0303'NORTH OF THE CENTERLINE OF HIGHWAY 101, 2.13 M (7.0 FT) WEST OF THE
 SD0303'CENTERLINE OF 40TH STREET, 9.45 M (31.0 FT) SOUTHWEST OF A POWER
 SD0303'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH AN 8-INCH IRON LOGO
 SD0303'CAP SET IN THE ASPHALT.
 SD0303'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SD0303
 SD0303                          STATION RECOVERY (2001)
 SD0303
 SD0303'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMJ)
 SD0303'5 METERS E OF POWER POLE WITH GUY WIRES AND TRANSFORMER.  AT THE
 SD0303'CORNER OF 40TH STREET AND N PLACE.
 SD0303
 SD0303                          STATION RECOVERY (2005)
 SD0303
 SD0303'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SD0303'RECOVERED IN GOOD CONDITION.
 SD0303
 SD0303                          STATION RECOVERY (2006)
 SD0303
 SD0303'RECOVERY NOTE BY US POWER SQUADRON 2006
 SD0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0327 ***********************************************************************
 SD0327  DESIGNATION -  B 538
 SD0327  PID         -  SD0327
 SD0327  STATE/COUNTY-  WA/PACIFIC
 SD0327  USGS QUAD   -  OYSTERVILLE (1994)
 SD0327
 SD0327                         *CURRENT SURVEY CONTROL
 SD0327  ___________________________________________________________________
 SD0327* NAD 83(1986)-  46 32 52.     (N)    124 03 18.     (W)     SCALED    
 SD0327* NAVD 88     -         8.072  (meters)      26.48   (feet)  ADJUSTED  
 SD0327  ___________________________________________________________________
 SD0327  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SD0327  DYNAMIC HT  -           8.073 (meters)      26.49  (feet)  COMP
 SD0327  MODELED GRAV-     980,727.8   (mgal)                       NAVD 88
 SD0327
 SD0327  VERT ORDER  -  FIRST     CLASS II
 SD0327
 SD0327.The horizontal coordinates were scaled from a topographic map and have
 SD0327.an estimated accuracy of +/- 6 seconds.
 SD0327
 SD0327.The orthometric height was determined by differential leveling
 SD0327.and adjusted by the National Geodetic Survey in June 1991..
 SD0327
 SD0327.The geoid height was determined by GEOID03.
 SD0327
 SD0327.The dynamic height is computed by dividing the NAVD 88
 SD0327.geopotential number by the normal gravity value computed on the
 SD0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0327.degrees latitude (g = 980.6199 gals.).
 SD0327
 SD0327.The modeled gravity was interpolated from observed gravity values.
 SD0327
 SD0327;                    North         East    Units  Estimated Accuracy
 SD0327;SPC WA S     -   141,130.      227,460.      MT  (+/- 180 meters Scaled)
 SD0327
 SD0327                          SUPERSEDED SURVEY CONTROL
 SD0327
 SD0327.No superseded survey control is available for this station.
 SD0327
 SD0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS191554(NAD 83)
 SD0327_MARKER: I = METAL ROD
 SD0327_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0327_SP_SET: STAINLESS STEEL ROD
 SD0327_STAMPING: B 538 1987
 SD0327_MARK LOGO: WA-049
 SD0327_PROJECTION: FLUSH
 SD0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0327+STABILITY: POSITION/ELEVATION WELL
 SD0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0327+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 SD0327_ROD/PIPE-DEPTH: 17.0 meters
 SD0327
 SD0327  HISTORY     - Date     Condition        Report By
 SD0327  HISTORY     - 1987     MONUMENTED       WA-049
 SD0327  HISTORY     - 1987     GOOD             NGS
 SD0327  HISTORY     - 1988     GOOD             USPSQD
 SD0327  HISTORY     - 19981012 GOOD             USPSQD
 SD0327  HISTORY     - 20060318 GOOD             USPSQD
 SD0327
 SD0327                          STATION DESCRIPTION
 SD0327
 SD0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0327'7.2 KM (4.45 MI) NORTH FROM OCEAN PARK.
 SD0327'2.29 KM (1.40 MI) NORTH ALONG VERNON AVENUE FROM THE INTERSECTION OF
 SD0327'BAY AVENUE IN OCEAN PARK, THENCE 0.64 KM (0.40 MI) WEST JO JOHNS
 SD0327'ROAD, THENCE 0.48 KM (0.30 MI) NORTH ALONG H STREET, THENCE 0.08 KM
 SD0327'(0.05 MI) WEST ALONG 295TH STREET, THENCE 3.38 KM (2.10 MI) NORTH
 SD0327'ALONG G STREET, THENCE 0.24 KM (0.15 MI) EAST ALONG ROAD 338 PL,
 SD0327'THENCE 0.08 KM (0.05 MI) NORTH ALONG I STREET, ALSO 2.09 KM (1.30 MI)
 SD0327'WEST OF THE FIRE STATION AT OYSTERVILLE, 8.53 M (28.0 FT) EAST OF THE
 SD0327'EXTENDED CENTERLINE OF I STREET, 2.34 M (7.7 FT) SOUTH OF THE
 SD0327'CENTERLINE OF OYSTERVILLE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 SD0327'THROUGH AN 8-INCH IRON LOGO CAP.
 SD0327'THE MARK IS 4.1 METERS  N FROM  A WITNESS POST
 SD0327'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SD0327
 SD0327                          STATION RECOVERY (1988)
 SD0327
 SD0327'RECOVERY NOTE BY US POWER SQUADRON 1988 (DJM)
 SD0327'RECOVERED IN GOOD CONDITION.
 SD0327
 SD0327                          STATION RECOVERY (1998)
 SD0327
 SD0327'RECOVERY NOTE BY US POWER SQUADRON 1998
 SD0327'RECOVERED IN GOOD CONDITION.
 SD0327
 SD0327                          STATION RECOVERY (2006)
 SD0327
 SD0327'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SD0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0350 ***********************************************************************
 SD0350  DESIGNATION -  B 539
 SD0350  PID         -  SD0350
 SD0350  STATE/COUNTY-  WA/PACIFIC
 SD0350  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0350
 SD0350                         *CURRENT SURVEY CONTROL
 SD0350  ___________________________________________________________________
 SD0350* NAD 83(1986)-  46 21 41.     (N)    124 01 44.     (W)     SCALED    
 SD0350* NAVD 88     -         4.850  (meters)      15.91   (feet)  ADJUSTED  
 SD0350  ___________________________________________________________________
 SD0350  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 SD0350  DYNAMIC HT  -           4.851 (meters)      15.92  (feet)  COMP
 SD0350  MODELED GRAV-     980,713.8   (mgal)                       NAVD 88
 SD0350
 SD0350  VERT ORDER  -  FIRST     CLASS II
 SD0350
 SD0350.The horizontal coordinates were scaled from a topographic map and have
 SD0350.an estimated accuracy of +/- 6 seconds.
 SD0350
 SD0350.The orthometric height was determined by differential leveling
 SD0350.and adjusted by the National Geodetic Survey in June 1991..
 SD0350
 SD0350.The geoid height was determined by GEOID03.
 SD0350
 SD0350.The dynamic height is computed by dividing the NAVD 88
 SD0350.geopotential number by the normal gravity value computed on the
 SD0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0350.degrees latitude (g = 980.6199 gals.).
 SD0350
 SD0350.The modeled gravity was interpolated from observed gravity values.
 SD0350
 SD0350;                    North         East    Units  Estimated Accuracy
 SD0350;SPC WA S     -   120,340.      228,540.      MT  (+/- 180 meters Scaled)
 SD0350
 SD0350                          SUPERSEDED SURVEY CONTROL
 SD0350
 SD0350.No superseded survey control is available for this station.
 SD0350
 SD0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS208347(NAD 83)
 SD0350_MARKER: I = METAL ROD
 SD0350_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0350_SP_SET: STAINLESS STEEL ROD
 SD0350_STAMPING: B 539 1987
 SD0350_MARK LOGO: WA-049
 SD0350_PROJECTION: FLUSH
 SD0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0350+STABILITY: POSITION/ELEVATION WELL
 SD0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0350+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 SD0350_ROD/PIPE-DEPTH: 19.5 meters
 SD0350
 SD0350  HISTORY     - Date     Condition        Report By
 SD0350  HISTORY     - 1987     MONUMENTED       WA-049
 SD0350  HISTORY     - 1987     GOOD             NGS
 SD0350  HISTORY     - 1988     GOOD             USPSQD
 SD0350  HISTORY     - 19981012 GOOD             USPSQD
 SD0350  HISTORY     - 20010218 GOOD             USPSQD
 SD0350  HISTORY     - 20050205 GOOD             USPSQD
 SD0350  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 SD0350
 SD0350                          STATION DESCRIPTION
 SD0350
 SD0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0350'4.9 KM (3.05 MI) NE FROM SEAVIEW.
 SD0350'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0350'IN SEAVIEW, THENCE 0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101,
 SD0350'THENCE 4.04 KM (2.50 MI) NORTH ALONG SANDRIDGE ROAD, ON LINE WITH THE
 SD0350'CENTER OF A PRIVATE GRAVEL ROAD WEST, NEAR THE NORTHEAST CORNER OF A
 SD0350'PASTURE, 2.3 M (7.5 FT) WEST OF THE CENTERLINE OF SANDRIDGE ROAD,
 SD0350'6.28 M (20.6 FT) NORTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 SD0350'POINT IS HAD THROUGH AN 8-INCH IRON LOGO CAP SET IN THE ASPHALT OF
 SD0350'THE SOUTHBOUND LANE OF SANDRIDGE ROAD.
 SD0350'THE MARK IS 6.2 METERS  NE FROM  A WITNESS POST
 SD0350'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SD0350
 SD0350                          STATION RECOVERY (1988)
 SD0350
 SD0350'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 SD0350'RECOVERED IN GOOD CONDITION.
 SD0350
 SD0350                          STATION RECOVERY (1998)
 SD0350
 SD0350'RECOVERY NOTE BY US POWER SQUADRON 1998
 SD0350'RECOVERED IN GOOD CONDITION.
 SD0350
 SD0350                          STATION RECOVERY (2001)
 SD0350
 SD0350'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJB)
 SD0350'7979 SANDRIDGE RD., 11 M E OF FIRE HYDRANT.
 SD0350
 SD0350                          STATION RECOVERY (2005)
 SD0350
 SD0350'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SD0350'RECOVERED IN GOOD CONDITION.
 SD0350
 SD0350                          STATION RECOVERY (2006)
 SD0350
 SD0350'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCT)
 SD0350'BOTH MARK AND WITNESS POST ARE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1316 ***********************************************************************
 RZ1316  DESIGNATION -  B 54
 RZ1316  PID         -  RZ1316
 RZ1316  STATE/COUNTY-  WA/WHITMAN
 RZ1316  USGS QUAD   -  WINONA (1981)
 RZ1316
 RZ1316                         *CURRENT SURVEY CONTROL
 RZ1316  ___________________________________________________________________
 RZ1316* NAD 83(1986)-  46 59 15.     (N)    117 48 05.     (W)     SCALED    
 RZ1316* NAVD 88     -       461.828  (meters)    1515.18   (feet)  ADJUSTED  
 RZ1316  ___________________________________________________________________
 RZ1316  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 RZ1316  DYNAMIC HT  -         461.840 (meters)    1515.22  (feet)  COMP
 RZ1316  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 RZ1316
 RZ1316  VERT ORDER  -  SECOND    CLASS 0
 RZ1316
 RZ1316.The horizontal coordinates were scaled from a topographic map and have
 RZ1316.an estimated accuracy of +/- 6 seconds.
 RZ1316
 RZ1316.The orthometric height was determined by differential leveling
 RZ1316.and adjusted by the National Geodetic Survey in June 1991..
 RZ1316
 RZ1316.The geoid height was determined by GEOID03.
 RZ1316
 RZ1316.The dynamic height is computed by dividing the NAVD 88
 RZ1316.geopotential number by the normal gravity value computed on the
 RZ1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1316.degrees latitude (g = 980.6199 gals.).
 RZ1316
 RZ1316.The modeled gravity was interpolated from observed gravity values.
 RZ1316
 RZ1316;                    North         East    Units  Estimated Accuracy
 RZ1316;SPC WA S     -   187,380.      705,240.      MT  (+/- 180 meters Scaled)
 RZ1316
 RZ1316                          SUPERSEDED SURVEY CONTROL
 RZ1316
 RZ1316  NGVD 29 (??/??/92)  460.774  (m)         1511.72   (f) ADJ UNCH    2 0
 RZ1316
 RZ1316.Superseded values are not recommended for survey control.
 RZ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1316.See file dsdata.txt to determine how the superseded data were derived.
 RZ1316
 RZ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN390040(NAD 83)
 RZ1316_MARKER: DB = BENCH MARK DISK
 RZ1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1316_STAMPING: B 54 1934
 RZ1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1316+STABILITY: SURFACE MOTION
 RZ1316
 RZ1316  HISTORY     - Date     Condition        Report By
 RZ1316  HISTORY     - 1934     MONUMENTED       CGS
 RZ1316  HISTORY     - 1975     MARK NOT FOUND   USGS
 RZ1316
 RZ1316                          STATION DESCRIPTION
 RZ1316
 RZ1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RZ1316'2.8 MI N FROM WINONA.
 RZ1316'2.8 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 RZ1316'WINONA, 5-3/4 RAILS (ABOUT 63 YARDS) NORTH OF MILEPOST 3, 45 FEET WEST
 RZ1316'OF THE TRACK, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  SET IN THE
 RZ1316'TOP OF A CONCRETE POST.
 RZ1316
 RZ1316                          STATION RECOVERY (1975)
 RZ1316
 RZ1316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RZ1316'THE AREA BETWEEN THE FENCE AND THE RAILROAD TRACKS HAS BEEN PLOWED
 RZ1316'AND THE MARK HAS PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1629 ***********************************************************************
 SV1629  DESIGNATION -  B 540
 SV1629  PID         -  SV1629
 SV1629  STATE/COUNTY-  WA/WHITMAN
 SV1629  USGS QUAD   -  TEKOA (1964)
 SV1629
 SV1629                         *CURRENT SURVEY CONTROL
 SV1629  ___________________________________________________________________
 SV1629* NAD 83(1986)-  47 14 24.     (N)    117 02 37.     (W)     SCALED    
 SV1629* NAVD 88     -       768.839  (meters)    2522.43   (feet)  ADJUSTED  
 SV1629  ___________________________________________________________________
 SV1629  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 SV1629  DYNAMIC HT  -         768.826 (meters)    2522.39  (feet)  COMP
 SV1629  MODELED GRAV-     980,571.2   (mgal)                       NAVD 88
 SV1629
 SV1629  VERT ORDER  -  FIRST     CLASS II
 SV1629
 SV1629.The horizontal coordinates were scaled from a topographic map and have
 SV1629.an estimated accuracy of +/- 6 seconds.
 SV1629
 SV1629.The orthometric height was determined by differential leveling
 SV1629.and adjusted by the National Geodetic Survey in June 1991..
 SV1629
 SV1629.The geoid height was determined by GEOID03.
 SV1629
 SV1629.The dynamic height is computed by dividing the NAVD 88
 SV1629.geopotential number by the normal gravity value computed on the
 SV1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1629.degrees latitude (g = 980.6199 gals.).
 SV1629
 SV1629.The modeled gravity was interpolated from observed gravity values.
 SV1629
 SV1629;                    North         East    Units  Estimated Accuracy
 SV1629;SPC WA S     -   217,670.      761,610.      MT  (+/- 180 meters Scaled)
 SV1629
 SV1629                          SUPERSEDED SURVEY CONTROL
 SV1629
 SV1629.No superseded survey control is available for this station.
 SV1629
 SV1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN966318(NAD 83)
 SV1629_MARKER: I = METAL ROD
 SV1629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1629_SP_SET: STAINLESS STEEL ROD
 SV1629_STAMPING: B 540 1989
 SV1629_MARK LOGO: NGS   
 SV1629_PROJECTION: FLUSH
 SV1629_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1629+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1629_ROD/PIPE-DEPTH: 3.9  meters
 SV1629
 SV1629  HISTORY     - Date     Condition        Report By
 SV1629  HISTORY     - 1989     MONUMENTED       NGS
 SV1629
 SV1629                          STATION DESCRIPTION
 SV1629
 SV1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1629'MARK IS LOCATED 0.2 KM (0.10 MI) SOUTHWEST OF THE WASHINGTON-IDAHO
 SV1629'STATE LINE, 1.2 KM (0.75 MI) NORHTEAST FROM HIGHWAY MILEPOST 1.
 SV1629'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 274 WHICH IS AT
 SV1629'THE NORTH EDGE OF TEKOA, WASHINGTON, GO NORTHEAST ON STATE HIGHWAY
 SV1629'274 FOR 2.83 KM (1.75 MI) TO THE MARK ON THE LEFT.  IN A TRIANGLE
 SV1629'FORMED BY STATE HIGHWAY 274, CATHLOIC CEMETERY ROAD AND A FIELD
 SV1629'ACCESS ROAD.  IT IS 10.7 M (35.1 FT) NORTHWEST FROM THE CENTERLINE OF
 SV1629'THE HIGHWAY, 21.1 M (69.2 FT) SOUTHWEST FROM A STOP SIGN, 12.0 M
 SV1629'(39.4 FT) EAST FROM THE CENTER OF THE ACCESS ROAD, 12.9 M (42.3 FT)
 SV1629'SOUTH FROM THE CENTER OF CATHLOIC CEMETERY ROAD, 3.95 M (13.0 FT)
 SV1629'NORTH NORTHEAST OF A PINE CREEK CONSERVATION DISTRICT SIGN AND 0.7 M
 SV1629'(2.3 FT) SOUTHWEST FROM A WITNESS POST.  MARK IS LEVEL WITH THE
 SV1629'HIGHWAY.  MARK IS A STAINLESS STEEL ROD WITH A CENTER PUNCH HOLE IN
 SV1629'THE TOP.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 SV1629'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AG9920 ***********************************************************************
 AG9920  DESIGNATION -  B 552
 AG9920  PID         -  AG9920
 AG9920  STATE/COUNTY-  WA/KLICKITAT
 AG9920  USGS QUAD   -  APPLETON (1994)
 AG9920
 AG9920                         *CURRENT SURVEY CONTROL
 AG9920  ___________________________________________________________________
 AG9920* NAD 83(1986)-  45 46 11.     (N)    121 19 14.     (W)     SCALED    
 AG9920* NAVD 88     -       656.683  (meters)    2154.47   (feet)  ADJUSTED  
 AG9920  ___________________________________________________________________
 AG9920  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 AG9920  DYNAMIC HT  -         656.619 (meters)    2154.26  (feet)  COMP
 AG9920  MODELED GRAV-     980,496.1   (mgal)                       NAVD 88
 AG9920
 AG9920  VERT ORDER  -  FIRST     CLASS II
 AG9920
 AG9920.The horizontal coordinates were scaled from a topographic map and have
 AG9920.an estimated accuracy of +/- 6 seconds.
 AG9920
 AG9920.The orthometric height was determined by differential leveling
 AG9920.and adjusted by the National Geodetic Survey in July 2002..
 AG9920
 AG9920.The geoid height was determined by GEOID03.
 AG9920
 AG9920.The dynamic height is computed by dividing the NAVD 88
 AG9920.geopotential number by the normal gravity value computed on the
 AG9920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9920.degrees latitude (g = 980.6199 gals.).
 AG9920
 AG9920.The modeled gravity was interpolated from observed gravity values.
 AG9920
 AG9920;                    North         East    Units  Estimated Accuracy
 AG9920;SPC WA S     -    48,840.      436,170.      MT  (+/- 180 meters Scaled)
 AG9920
 AG9920                          SUPERSEDED SURVEY CONTROL
 AG9920
 AG9920.No superseded survey control is available for this station.
 AG9920
 AG9920_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR305698(NAD 83)
 AG9920_MARKER: DV = VERTICAL CONTROL DISK
 AG9920_SETTING: 66 = SET IN ROCK OUTCROP
 AG9920_STAMPING: B 552 1998
 AG9920_MARK LOGO: NGS   
 AG9920_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG9920+STABILITY: POSITION/ELEVATION WELL
 AG9920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9920+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AG9920
 AG9920  HISTORY     - Date     Condition        Report By
 AG9920  HISTORY     - 1998     MONUMENTED       NGS
 AG9920
 AG9920                          STATION DESCRIPTION
 AG9920
 AG9920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9920'0.7 KM (0.45 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 AG9920'IN LYLE, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG OLD STATE HIGHWAY 8,
 AG9920'THENCE 0.6 KM (0.35 MI) NORTHEASTERLY ALONG CANYON ROAD, THENCE 8.2 KM
 AG9920'(5.10 MI) NORTHWESTERLY ALONG LYLE-SNOWDEN ROAD, NEAR THE CENTER OF A
 AG9920'2 BY 4-FT EXPOSED AREA OF BEDROCK, 18.1 M (59.4 FT) SOUTH OF A ROAD
 AG9920'SIGN, 5.0 M (16.4 FT) WEST OF THE ROAD CENTER, 1.5 M (4.9 FT) ABOVE
 AG9920'THE LEVEL OF THE ROAD, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.
 AG9920'NOTE--THE MARK IS ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AG9933 ***********************************************************************
 AG9933  DESIGNATION -  B 553
 AG9933  PID         -  AG9933
 AG9933  STATE/COUNTY-  WA/KLICKITAT
 AG9933  USGS QUAD   -  LYLE (1994)
 AG9933
 AG9933                         *CURRENT SURVEY CONTROL
 AG9933  ___________________________________________________________________
 AG9933* NAD 83(1986)-  45 41 15.     (N)    121 16 39.     (W)     SCALED    
 AG9933* NAVD 88     -        33.587  (meters)     110.19   (feet)  ADJUSTED  
 AG9933  ___________________________________________________________________
 AG9933  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AG9933  DYNAMIC HT  -          33.587 (meters)     110.19  (feet)  COMP
 AG9933  MODELED GRAV-     980,609.5   (mgal)                       NAVD 88
 AG9933
 AG9933  VERT ORDER  -  FIRST     CLASS II
 AG9933
 AG9933.The horizontal coordinates were scaled from a topographic map and have
 AG9933.an estimated accuracy of +/- 6 seconds.
 AG9933
 AG9933.The orthometric height was determined by differential leveling
 AG9933.and adjusted by the National Geodetic Survey in July 2002..
 AG9933
 AG9933.The geoid height was determined by GEOID03.
 AG9933
 AG9933.The dynamic height is computed by dividing the NAVD 88
 AG9933.geopotential number by the normal gravity value computed on the
 AG9933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9933.degrees latitude (g = 980.6199 gals.).
 AG9933
 AG9933.The modeled gravity was interpolated from observed gravity values.
 AG9933
 AG9933;                    North         East    Units  Estimated Accuracy
 AG9933;SPC WA S     -    39,670.      439,430.      MT  (+/- 180 meters Scaled)
 AG9933
 AG9933                          SUPERSEDED SURVEY CONTROL
 AG9933
 AG9933.No superseded survey control is available for this station.
 AG9933
 AG9933_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR341607(NAD 83)
 AG9933_MARKER: DV = VERTICAL CONTROL DISK
 AG9933_SETTING: 66 = SET IN ROCK OUTCROP
 AG9933_STAMPING: B 553 1998
 AG9933_MARK LOGO: NGS   
 AG9933_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG9933+STABILITY: POSITION/ELEVATION WELL
 AG9933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9933+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AG9933
 AG9933  HISTORY     - Date     Condition        Report By
 AG9933  HISTORY     - 1998     MONUMENTED       NGS
 AG9933
 AG9933                          STATION DESCRIPTION
 AG9933
 AG9933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9933'1.0 KM (0.60 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 AG9933'IN LYLE, IN A LEDGE AT THE FOOT OF A LARGE AREA OF EXPOSED BEDROCK IN
 AG9933'A HIGHWAY CUT, 31.5 M (103.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 AG9933'THE MOST WESTERLY OF 2 HIGHWAY TUNNELS, 6.0 M (19.7 FT) NORTHEAST OF
 AG9933'THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) SOUTHEAST OF A WITNESS POST,
 AG9933'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS
 AG9933'ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0379 ***********************************************************************
 SW0379  DESIGNATION -  B 57
 SW0379  PID         -  SW0379
 SW0379  STATE/COUNTY-  WA/LINCOLN
 SW0379  USGS QUAD   -  ALMIRA (1969)
 SW0379
 SW0379                         *CURRENT SURVEY CONTROL
 SW0379  ___________________________________________________________________
 SW0379* NAD 83(1986)-  47 43 29.     (N)    118 54 17.     (W)     SCALED    
 SW0379* NAVD 88     -       592.916  (meters)    1945.26   (feet)  ADJUSTED  
 SW0379  ___________________________________________________________________
 SW0379  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 SW0379  DYNAMIC HT  -         592.949 (meters)    1945.37  (feet)  COMP
 SW0379  MODELED GRAV-     980,649.7   (mgal)                       NAVD 88
 SW0379
 SW0379  VERT ORDER  -  SECOND    CLASS 0
 SW0379
 SW0379.The horizontal coordinates were scaled from a topographic map and have
 SW0379.an estimated accuracy of +/- 6 seconds.
 SW0379
 SW0379.The orthometric height was determined by differential leveling
 SW0379.and adjusted by the National Geodetic Survey in June 1991..
 SW0379
 SW0379.The geoid height was determined by GEOID03.
 SW0379
 SW0379.The dynamic height is computed by dividing the NAVD 88
 SW0379.geopotential number by the normal gravity value computed on the
 SW0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0379.degrees latitude (g = 980.6199 gals.).
 SW0379
 SW0379.The modeled gravity was interpolated from observed gravity values.
 SW0379
 SW0379;                    North         East    Units  Estimated Accuracy
 SW0379;SPC WA N     -    82,390.      644,670.      MT  (+/- 180 meters Scaled)
 SW0379
 SW0379                          SUPERSEDED SURVEY CONTROL
 SW0379
 SW0379  NGVD 29 (??/??/92)  591.738  (m)         1941.39   (f) ADJ UNCH    2 0
 SW0379
 SW0379.Superseded values are not recommended for survey control.
 SW0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0379.See file dsdata.txt to determine how the superseded data were derived.
 SW0379
 SW0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN571874(NAD 83)
 SW0379_MARKER: DB = BENCH MARK DISK
 SW0379_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SW0379_SP_SET: UNSPEC ROCK
 SW0379_STAMPING: B 57 1934
 SW0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0379
 SW0379  HISTORY     - Date     Condition        Report By
 SW0379  HISTORY     - 1934     MONUMENTED       CGS
 SW0379  HISTORY     - 1966     GOOD             NGS
 SW0379
 SW0379                          STATION DESCRIPTION
 SW0379
 SW0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0379'1.9 MI E FROM ALMIRA.
 SW0379'THE MARK IS 30 YARDS EAST OF THE EAST END OF A CUT, 53 FEET WEST OF A
 SW0379'TELEGRAPH POLE, 4 FEET NORTH OF THE LINE OF TELEGRAPH POLES AND 2 FEET
 SW0379'SOUTH OF A WOODEN WITNESS POST.  A 1-FOOT SQUARE ROCK WHICH PROJECTS 1
 SW0379'FOOT SITS BETWEEN THE WITNESS POST AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0601 ***********************************************************************
 SX0601  DESIGNATION -  B 58
 SX0601  PID         -  SX0601
 SX0601  STATE/COUNTY-  WA/CHELAN
 SX0601  USGS QUAD   -  WINTON (1989)
 SX0601
 SX0601                         *CURRENT SURVEY CONTROL
 SX0601  ___________________________________________________________________
 SX0601* NAD 83(1986)-  47 43 04.     (N)    120 39 06.     (W)     SCALED    
 SX0601* NAVD 88     -       540.403  (meters)    1772.97   (feet)  ADJUSTED  
 SX0601  ___________________________________________________________________
 SX0601  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 SX0601  DYNAMIC HT  -         540.430 (meters)    1773.06  (feet)  COMP
 SX0601  MODELED GRAV-     980,645.5   (mgal)                       NAVD 88
 SX0601
 SX0601  VERT ORDER  -  SECOND    CLASS 0
 SX0601
 SX0601.The horizontal coordinates were scaled from a topographic map and have
 SX0601.an estimated accuracy of +/- 6 seconds.
 SX0601
 SX0601.The orthometric height was determined by differential leveling
 SX0601.and adjusted by the National Geodetic Survey in June 1991..
 SX0601
 SX0601.The geoid height was determined by GEOID03.
 SX0601
 SX0601.The dynamic height is computed by dividing the NAVD 88
 SX0601.geopotential number by the normal gravity value computed on the
 SX0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0601.degrees latitude (g = 980.6199 gals.).
 SX0601
 SX0601.The modeled gravity was interpolated from observed gravity values.
 SX0601
 SX0601;                    North         East    Units  Estimated Accuracy
 SX0601;SPC WA N     -    79,820.      513,630.      MT  (+/- 180 meters Scaled)
 SX0601
 SX0601                          SUPERSEDED SURVEY CONTROL
 SX0601
 SX0601  NGVD 29 (??/??/92)  539.184  (m)         1768.97   (f) ADJ UNCH    2 0
 SX0601
 SX0601.Superseded values are not recommended for survey control.
 SX0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0601.See file dsdata.txt to determine how the superseded data were derived.
 SX0601
 SX0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT761876(NAD 83)
 SX0601_MARKER: DB = BENCH MARK DISK
 SX0601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0601_SP_SET: TUNNEL PORTAL
 SX0601_STAMPING: B 58 1934
 SX0601_MARK LOGO: CGS   
 SX0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0601
 SX0601  HISTORY     - Date     Condition        Report By
 SX0601  HISTORY     - 1934     MONUMENTED       CGS
 SX0601  HISTORY     - 1963     GOOD             NGS
 SX0601  HISTORY     - 1982     GOOD             NGS
 SX0601  HISTORY     - 19871016 GOOD             USPSQD
 SX0601
 SX0601                          STATION DESCRIPTION
 SX0601
 SX0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SX0601'2.2 MI N FROM CHUMSTICK.
 SX0601'2.2 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION SIGN
 SX0601'AT CHUMSTICK, CHELAN COUNTY, AT TUNNEL 13, IN THE WEST SIDE OF THE
 SX0601'NORTH PORTAL, AND 3 FEET ABOVE THE TRACK.  A STANDARD DISK, STAMPED B
 SX0601'58 1934 AND SET VERTICALLY.
 SX0601
 SX0601                          STATION RECOVERY (1982)
 SX0601
 SX0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0601'RECOVERED IN GOOD CONDITION.
 SX0601
 SX0601                          STATION RECOVERY (1987)
 SX0601
 SX0601'RECOVERY NOTE BY US POWER SQUADRON 1987 (LML)
 SX0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0627 ***********************************************************************
 SX0627  FBN         -  This is a Federal Base Network Control Station.
 SX0627  DESIGNATION -  B 59
 SX0627  PID         -  SX0627
 SX0627  STATE/COUNTY-  WA/KING
 SX0627  USGS QUAD   -  GROTTO (1982)
 SX0627
 SX0627                         *CURRENT SURVEY CONTROL
 SX0627  ___________________________________________________________________
 SX0627* NAD 83(1998)-  47 44 07.27389(N)    121 25 32.07169(W)     ADJUSTED  
 SX0627* NAVD 88     -       260.110  (meters)     853.38   (feet)  ADJUSTED  
 SX0627  ___________________________________________________________________
 SX0627  X           -  -2,240,780.894 (meters)                     COMP
 SX0627  Y           -  -3,667,306.342 (meters)                     COMP
 SX0627  Z           -   4,697,314.179 (meters)                     COMP
 SX0627  LAPLACE CORR-           8.77  (seconds)                    DEFLEC99
 SX0627  ELLIP HEIGHT-         240.15  (meters)          (03/21/00) GPS OBS
 SX0627  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 SX0627  DYNAMIC HT  -         260.135 (meters)     853.46  (feet)  COMP
 SX0627  MODELED GRAV-     980,700.7   (mgal)                       NAVD 88
 SX0627
 SX0627  HORZ ORDER  -  A
 SX0627  VERT ORDER  -  SECOND    CLASS 0
 SX0627  ELLP ORDER  -  THIRD     CLASS II
 SX0627
 SX0627.The horizontal coordinates were established by GPS observations
 SX0627.and adjusted by the National Geodetic Survey in March 2000..
 SX0627.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX0627.DATUM ITEM on the data sheet items page.
 SX0627
 SX0627.The orthometric height was determined by differential leveling
 SX0627.and adjusted by the National Geodetic Survey in June 1991..
 SX0627
 SX0627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX0627
 SX0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0627
 SX0627.The ellipsoidal height was determined by GPS observations
 SX0627.and is referenced to NAD 83.
 SX0627
 SX0627.The geoid height was determined by GEOID03.
 SX0627
 SX0627.The dynamic height is computed by dividing the NAVD 88
 SX0627.geopotential number by the normal gravity value computed on the
 SX0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0627.degrees latitude (g = 980.6199 gals.).
 SX0627
 SX0627.The modeled gravity was interpolated from observed gravity values.
 SX0627
 SX0627;                    North         East     Units Scale Factor Converg.
 SX0627;SPC WA N     -    81,928.886   455,580.178   MT  0.99996442   -0 26 27.4
 SX0627;SPC WA N     -   268,795.02  1,494,682.63   sFT  0.99996442   -0 26 27.4
 SX0627;UTM  10      - 5,288,086.971   618,042.992   MT  0.99977123   +1 09 55.0
 SX0627
 SX0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0627!SPC WA N     -   0.99996236  x   0.99996442  =   0.99992678
 SX0627!UTM  10      -   0.99996236  x   0.99977123  =   0.99973360
 SX0627
 SX0627                          SUPERSEDED SURVEY CONTROL
 SX0627
 SX0627  NAD 83(1991)-  47 44 07.27233(N)    121 25 32.07360(W) AD(       ) B
 SX0627  ELLIP H (05/29/91)  240.32   (m)                       GP(       ) 4 1
 SX0627  NAVD 88 (11/01/99)  260.11   (m)          853.4    (f) LEVELING    3  
 SX0627  NGVD 29 (??/??/92)  258.892  (m)          849.38   (f) ADJ UNCH    2 0
 SX0627
 SX0627.Superseded values are not recommended for survey control.
 SX0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0627.See file dsdata.txt to determine how the superseded data were derived.
 SX0627
 SX0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT1804388087(NAD 83)
 SX0627_MARKER: DB = BENCH MARK DISK
 SX0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0627_SP_SET: CONCRETE POST
 SX0627_STAMPING: B 59 1934 849.362
 SX0627_MARK LOGO: CGS   
 SX0627_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0627+STABILITY: SURFACE MOTION
 SX0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX0627+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 SX0627
 SX0627  HISTORY     - Date     Condition        Report By
 SX0627  HISTORY     - 1934     MONUMENTED       CGS
 SX0627  HISTORY     - 1941     GOOD             NGS
 SX0627  HISTORY     - 1984     GOOD             NGS
 SX0627  HISTORY     - 1987     GOOD             USPSQD
 SX0627  HISTORY     - 19900309 GOOD             NGS
 SX0627  HISTORY     - 19980507 GOOD             WA-033
 SX0627  HISTORY     - 20040918 GOOD             USPSQD
 SX0627
 SX0627                          STATION DESCRIPTION
 SX0627
 SX0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SX0627'IN GROTTO.
 SX0627'AT GROTTO, KING COUNTY, ON THE GREAT NORTHERN RAILWAY, 78 FEET
 SX0627'SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 61 FEET WEST OF
 SX0627'MILEPOST 1736, 22 YARDS NORTH OF THE OFFICE BUILDING OF A CEMENT
 SX0627'COMPANY, AND 31 FEET SOUTH OF THE SOUTH TRACK.  A STANDARD DISK,
 SX0627'STAMPED 849.362 B 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SX0627
 SX0627                          STATION RECOVERY (1984)
 SX0627
 SX0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SX0627'RECOVERED IN GOOD CONDITION.
 SX0627
 SX0627                          STATION RECOVERY (1987)
 SX0627
 SX0627'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SX0627'RECOVERED IN GOOD CONDITION.
 SX0627
 SX0627                          STATION RECOVERY (1990)
 SX0627
 SX0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SX0627'THE STATION IS LOCATED ABOUT 57.9 KM (36.0 MI) SOUTH-SOUTHEAST OF
 SX0627'DARRINGTON, 56.3 KM (35.0 MI) WEST OF PLAIN, 37.0 KM (23.0 MI) NORTH
 SX0627'OF SNOQUALMIE, 32.2 KM (20.0 MI) SOUTHEAST OF SULTAN AND ON
 SX0627'BURLINGTON-NORTHERN RAILROAD RIGHT-OF-WAY AT GROTTO.
 SX0627'TO REACH FROM THE POST OFFICE AND STORE IN BARING, GO EAST ON US
 SX0627'HIGHWAY 2 FOR 6.28 KM (3.90 MI) TO THE STATION ON THE RIGHT ON THE
 SX0627'SOUTH SIDE OF THE TRACKS.  DO NOT CONFUSE THIS STATION WITH THE DOT
 SX0627'STATION, GP 17002-2 1984 THAT IS IN THE VICINITY BUT COULD BE
 SX0627'DESTROYED IN THE NEAR FURTURE.
 SX0627'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMETNT THAT IS
 SX0627'FLUSH WITH THE GROUND SURFACE.  IT IS 18.6 M (61.0 FT) WEST OF
 SX0627'RAILROAD MILE POST 1736, 9.5 M (31.2 FT) SOUTH OF THE SOUTH RAIL AND
 SX0627'0.6 M (2.0 FT) EAST OF A WITNESS POST.
 SX0627
 SX0627                          STATION RECOVERY (1998)
 SX0627
 SX0627'RECOVERY NOTE BY KING COUNTY WASHINGTON 1998 (DSR)
 SX0627'THE STATION IS LOCATED ABOUT 57.9 KM (35.95 MI) SOUTH-SOUTHEAST OF
 SX0627'DARRINGTON, 56.3 KM (35.00 MI) WEST OF PLAIN, 37.0 KM (23.00 MI) NORTH
 SX0627'OF SNOQUALMIE, 32.2 KM (20.00 MI) SOUTHEAST OF SULTAN AND ON
 SX0627'BURLINGTON-NORTHERN RAILROAD RIGHT-OF-WAY AT GROTTO.  TO REACH FROM
 SX0627'THE POST OFFICE AND GENERAL STORE IN BARRING, GO EAST ON U.S.  HWY 2,
 SX0627'CROSSING OVER THE BURLINGTON RAILROAD AT 1.8 MI (2.9 KM) AND
 SX0627'CONTINUING EASTERLY 3.7 MI (6.0 KM) TOTAL TO HWY MILEPOST MARKER 45,
 SX0627'OPPOSITE THE GROTTO SIGN ON NORTH SIDE OF HWY 2.  STATION IS SOUTH OF
 SX0627'RAILROAD TRACKS, AND IS SOUTHEASTERLY OF GP17002-2 1984.  MARK IS 3.5
 SX0627'INCH DISK SET FLUSH IN CONCRETE 45 FT (13.7 M) SOUTH OF SOUTH RAIL, +-
 SX0627'190 FT (57.9 M) WEST OF RAILROAD MILEPOST 1736, 1.0 FT (0.3 M) WEST OF
 SX0627'CARSONITE POST, AND BEARS (AZ 108) 67 FT (20.4 M) TO POWER POLE A17,
 SX0627'BEARS (AZ 328) 43 FT (13.1 M) TO POWER POLE, BEARS (AZ 242) 41 FT
 SX0627'(12.5 M) TO NE CORNER OF GRANITE MEMORIAL INSCRIBED WITH -REAWARD-
 SX0627
 SX0627                          STATION RECOVERY (2004)
 SX0627
 SX0627'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 SX0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0479 ***********************************************************************
 TR0479  DESIGNATION -  B 6
 TR0479  PID         -  TR0479
 TR0479  STATE/COUNTY-  WA/ISLAND
 TR0479  USGS QUAD   -  OAK HARBOR (1973)
 TR0479
 TR0479                         *CURRENT SURVEY CONTROL
 TR0479  ___________________________________________________________________
 TR0479* NAD 83(1991)-  48 19 32.98501(N)    122 40 10.11238(W)     ADJUSTED  
 TR0479* NAVD 88     -        46.102  (meters)     151.25   (feet)  ADJUSTED  
 TR0479  ___________________________________________________________________
 TR0479  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 TR0479  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 TR0479  DYNAMIC HT  -          46.114 (meters)     151.29  (feet)  COMP
 TR0479  MODELED GRAV-     980,854.6   (mgal)                       NAVD 88
 TR0479
 TR0479  HORZ ORDER  -  THIRD
 TR0479  VERT ORDER  -  FIRST     CLASS II
 TR0479
 TR0479.The horizontal coordinates were established by classical geodetic methods
 TR0479.and adjusted by the National Geodetic Survey in December 1991..
 TR0479
 TR0479.The orthometric height was determined by differential leveling
 TR0479.and adjusted by the National Geodetic Survey in June 1991..
 TR0479
 TR0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0479
 TR0479.The geoid height was determined by GEOID03.
 TR0479
 TR0479.The dynamic height is computed by dividing the NAVD 88
 TR0479.geopotential number by the normal gravity value computed on the
 TR0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0479.degrees latitude (g = 980.6199 gals.).
 TR0479
 TR0479.The modeled gravity was interpolated from observed gravity values.
 TR0479
 TR0479;                    North         East     Units Scale Factor Converg.
 TR0479;SPC WA N     -   149,034.191   363,862.152   MT  0.99994883   -1 22 01.4
 TR0479;SPC WA N     -   488,956.34  1,193,771.08   sFT  0.99994883   -1 22 01.4
 TR0479;UTM  10      - 5,352,568.599   524,499.961   MT  0.99960737   +0 14 48.8
 TR0479
 TR0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0479!SPC WA N     -   0.99999626  x   0.99994883  =   0.99994509
 TR0479!UTM  10      -   0.99999626  x   0.99960737  =   0.99960363
 TR0479
 TR0479|---------------------------------------------------------------------|
 TR0479| PID    Reference Object                     Distance      Geod. Az  |
 TR0479|                                                           dddmmss.s |
 TR0479| TR0475 B 5                                 381.821 METERS 08832     |
 TR0479| TR1371 B 7 TP 1952                         261.148 METERS 27055     |
 TR0479|---------------------------------------------------------------------|
 TR0479
 TR0479                          SUPERSEDED SURVEY CONTROL
 TR0479
 TR0479  NAD 83(1986)-  48 19 32.98744(N)    122 40 10.11531(W) AD(       ) 3
 TR0479  NAD 27      -  48 19 33.62500(N)    122 40 05.48900(W) AD(       ) 3
 TR0479  NGVD 29 (??/??/92)   44.956  (m)          147.49   (f) ADJ UNCH    1 2
 TR0479
 TR0479.Superseded values are not recommended for survey control.
 TR0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0479.See file dsdata.txt to determine how the superseded data were derived.
 TR0479
 TR0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2450052569(NAD 83)
 TR0479_MARKER: DE = TRAVERSE STATION DISK
 TR0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0479_STAMPING: B 6 1952
 TR0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0479+STABILITY: SURFACE MOTION
 TR0479
 TR0479  HISTORY     - Date     Condition        Report By
 TR0479  HISTORY     - 1952     MONUMENTED       CGS
 TR0479  HISTORY     - 1952     GOOD             CGS
 TR0479  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0479  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0479
 TR0479                          STATION DESCRIPTION
 TR0479
 TR0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0479'STATION IS AT THE T JUNCTION OF CLOVER VALLEY ROAD AND LANGLEY
 TR0479'BLVD., LEADING NORTH TO AULT FIELD.  0.7 MILES WEST OF JUNCTION OF
 TR0479'CLOVER VALLEY ROAD AND STATE HIGHWAY 1-D.
 TR0479'
 TR0479'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-6, 1952, AND COVERED
 TR0479'WITH CAST IRON CASING, WHICH IS 61 FT. SOUTHEAST OF SOUTHEAST
 TR0479'CORNER OF ENLISTED MENS CLUB, 4.0 FT. SOUTH OF CENTER OF T JUNCTION
 TR0479'AND APPROXIMATELY 50 METERS NORTHWEST OF A THRIFTWAY MARKET.
 TR0479
 TR0479                          STATION RECOVERY (1952)
 TR0479
 TR0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0479'3.8 MI NW FROM OAK HARBOR.
 TR0479'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0479'THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 0.7 MILE WEST
 TR0479'ALONG CLOVER VALLEY ROAD, AT THE T JUNCTION OF THE CENTER LINES OF
 TR0479'CLOVER VALLEY ROAD AND LANGLEY BOULEVARD, 61.0 FEET SOUTHEAST OF THE
 TR0479'SOUTHEAST CORNER OF AULT FIELD WHID-HAVEN CLUB BUILDING, 0.5 FOOT
 TR0479'BELOW THE SURFACE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TR0479'ENCASED BY A 6-INCH IRON PIPE WITH A CAST IRON COVER.
 TR0479
 TR0479                          STATION RECOVERY (1960)
 TR0479
 TR0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0479'A 1-1/2 INCH BRASS DISK WITH A DRILL HOLE IN THE CENTER WAS FOUND
 TR0479'SET IN CONCRETE FLUSH WITH THE SURFACE OF THE ROAD AT THE LOCATION
 TR0479'GIVEN FOR THIS STATION.  THE MARK MAY BE UNDER THIS DISK BUT THERE
 TR0479'WAS NO ONE AVAILABLE TO CONFIRM THIS.
 TR0479
 TR0479                          STATION RECOVERY (1973)
 TR0479
 TR0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0037 ***********************************************************************
 SW0037  DESIGNATION -  B 6 1 RM 1
 SW0037  PID         -  SW0037
 SW0037  STATE/COUNTY-  WA/LINCOLN
 SW0037  USGS QUAD   -  BLUESTEM (1993)
 SW0037
 SW0037                         *CURRENT SURVEY CONTROL
 SW0037  ___________________________________________________________________
 SW0037* NAD 83(1986)-  47 33 42.     (N)    118 09 43.     (W)     SCALED    
 SW0037* NAVD 88     -       717.472  (meters)    2353.91   (feet)  ADJUSTED  
 SW0037  ___________________________________________________________________
 SW0037  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 SW0037  DYNAMIC HT  -         717.498 (meters)    2353.99  (feet)  COMP
 SW0037  MODELED GRAV-     980,626.0   (mgal)                       NAVD 88
 SW0037
 SW0037  VERT ORDER  -  SECOND    CLASS 0
 SW0037
 SW0037.The horizontal coordinates were scaled from a topographic map and have
 SW0037.an estimated accuracy of +/- 6 seconds.
 SW0037
 SW0037.The orthometric height was determined by differential leveling
 SW0037.and adjusted by the National Geodetic Survey in June 1991..
 SW0037
 SW0037.The geoid height was determined by GEOID03.
 SW0037
 SW0037.The dynamic height is computed by dividing the NAVD 88
 SW0037.geopotential number by the normal gravity value computed on the
 SW0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0037.degrees latitude (g = 980.6199 gals.).
 SW0037
 SW0037.The modeled gravity was interpolated from observed gravity values.
 SW0037
 SW0037;                    North         East    Units  Estimated Accuracy
 SW0037;SPC WA N     -    65,940.      700,990.      MT  (+/- 180 meters Scaled)
 SW0037
 SW0037                          SUPERSEDED SURVEY CONTROL
 SW0037
 SW0037  NGVD 29 (??/??/92)  716.28   (m)         2350.0    (f) COMPUTED    2 0
 SW0037
 SW0037.Superseded values are not recommended for survey control.
 SW0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0037.See file dsdata.txt to determine how the superseded data were derived.
 SW0037
 SW0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN125682(NAD 83)
 SW0037_MARKER: DR = REFERENCE MARK DISK
 SW0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0037_STAMPING: B6-1 NO 1 1960
 SW0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0037+STABILITY: SURFACE MOTION
 SW0037
 SW0037  HISTORY     - Date     Condition        Report By
 SW0037  HISTORY     - 1960     MONUMENTED       CGS
 SW0037
 SW0037                          STATION DESCRIPTION
 SW0037
 SW0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SW0037'6.7 MI S FROM DAVENPORT.
 SW0037'AT SITE 567-6 DAVENPORT B-6, 31.88 FEET SOUTH OF THE STATION MARK, A
 SW0037'STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0035 ***********************************************************************
 SW0035  DESIGNATION -  B 6 1 RM 2
 SW0035  PID         -  SW0035
 SW0035  STATE/COUNTY-  WA/LINCOLN
 SW0035  USGS QUAD   -  BLUESTEM (1993)
 SW0035
 SW0035                         *CURRENT SURVEY CONTROL
 SW0035  ___________________________________________________________________
 SW0035* NAD 83(1986)-  47 33 42.     (N)    118 09 43.     (W)     SCALED    
 SW0035* NAVD 88     -       718.218  (meters)    2356.35   (feet)  ADJUSTED  
 SW0035  ___________________________________________________________________
 SW0035  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 SW0035  DYNAMIC HT  -         718.245 (meters)    2356.44  (feet)  COMP
 SW0035  MODELED GRAV-     980,626.0   (mgal)                       NAVD 88
 SW0035
 SW0035  VERT ORDER  -  SECOND    CLASS 0
 SW0035
 SW0035.The horizontal coordinates were scaled from a topographic map and have
 SW0035.an estimated accuracy of +/- 6 seconds.
 SW0035
 SW0035.The orthometric height was determined by differential leveling
 SW0035.and adjusted by the National Geodetic Survey in June 1991..
 SW0035
 SW0035.The geoid height was determined by GEOID03.
 SW0035
 SW0035.The dynamic height is computed by dividing the NAVD 88
 SW0035.geopotential number by the normal gravity value computed on the
 SW0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0035.degrees latitude (g = 980.6199 gals.).
 SW0035
 SW0035.The modeled gravity was interpolated from observed gravity values.
 SW0035
 SW0035;                    North         East    Units  Estimated Accuracy
 SW0035;SPC WA N     -    65,940.      700,990.      MT  (+/- 180 meters Scaled)
 SW0035
 SW0035                          SUPERSEDED SURVEY CONTROL
 SW0035
 SW0035  NGVD 29 (??/??/92)  717.02   (m)         2352.4    (f) COMPUTED    2 0
 SW0035
 SW0035.Superseded values are not recommended for survey control.
 SW0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0035.See file dsdata.txt to determine how the superseded data were derived.
 SW0035
 SW0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN125682(NAD 83)
 SW0035_MARKER: DR = REFERENCE MARK DISK
 SW0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0035_STAMPING: B6-1 NO 2 1960
 SW0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0035+STABILITY: SURFACE MOTION
 SW0035
 SW0035  HISTORY     - Date     Condition        Report By
 SW0035  HISTORY     - 1960     MONUMENTED       CGS
 SW0035
 SW0035                          STATION DESCRIPTION
 SW0035
 SW0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SW0035'6.7 MI S FROM DAVENPORT.
 SW0035'AT SITE 567-6 DAVENPORT B-6, 22.79 FEET NORTH OF THE STATION MARK, SET
 SW0035'IN A CYLINDRICAL CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0039 ***********************************************************************
 SW0039  DESIGNATION -  B 6 C
 SW0039  PID         -  SW0039
 SW0039  STATE/COUNTY-  WA/LINCOLN
 SW0039  USGS QUAD   -  BLUESTEM (1993)
 SW0039
 SW0039                         *CURRENT SURVEY CONTROL
 SW0039  ___________________________________________________________________
 SW0039* NAD 83(1991)-  47 33 36.87391(N)    118 09 34.46655(W)     ADJUSTED  
 SW0039* NAVD 88     -       713.710  (meters)    2341.56   (feet)  ADJUSTED  
 SW0039  ___________________________________________________________________
 SW0039  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 SW0039  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 SW0039  DYNAMIC HT  -         713.736 (meters)    2341.65  (feet)  COMP
 SW0039  MODELED GRAV-     980,626.0   (mgal)                       NAVD 88
 SW0039
 SW0039  HORZ ORDER  -  SECOND
 SW0039  VERT ORDER  -  SECOND    CLASS 0
 SW0039
 SW0039.The horizontal coordinates were established by classical geodetic methods
 SW0039.and adjusted by the National Geodetic Survey in December 1991..
 SW0039
 SW0039.The orthometric height was determined by differential leveling
 SW0039.and adjusted by the National Geodetic Survey in June 1991..
 SW0039
 SW0039.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0039
 SW0039.The geoid height was determined by GEOID03.
 SW0039
 SW0039.The dynamic height is computed by dividing the NAVD 88
 SW0039.geopotential number by the normal gravity value computed on the
 SW0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0039.degrees latitude (g = 980.6199 gals.).
 SW0039
 SW0039.The modeled gravity was interpolated from observed gravity values.
 SW0039
 SW0039;                    North         East     Units Scale Factor Converg.
 SW0039;SPC WA N     -    65,784.144   701,177.376   MT  0.99998931   +1 59 26.4
 SW0039;SPC WA N     -   215,826.81  2,300,446.11   sFT  0.99998931   +1 59 26.4
 SW0039;UTM  11      - 5,268,076.384   412,768.974   MT  0.99969351   -0 51 20.9
 SW0039
 SW0039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0039!SPC WA N     -   0.99989114  x   0.99998931  =   0.99988045
 SW0039!UTM  11      -   0.99989114  x   0.99969351  =   0.99958468
 SW0039
 SW0039                          SUPERSEDED SURVEY CONTROL
 SW0039
 SW0039  NAD 83(1986)-  47 33 36.88582(N)    118 09 34.45903(W) AD(       ) 2
 SW0039  NGVD 29 (??/??/92)  712.52   (m)         2337.7    (f) COMPUTED    2 0
 SW0039
 SW0039.Superseded values are not recommended for survey control.
 SW0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0039.See file dsdata.txt to determine how the superseded data were derived.
 SW0039
 SW0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN1276968076(NAD 83)
 SW0039_MARKER: DB = BENCH MARK DISK
 SW0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0039_SP_SET: LAUNCHER
 SW0039_STAMPING: B6-C
 SW0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0039
 SW0039  HISTORY     - Date     Condition        Report By
 SW0039  HISTORY     - UNK      MONUMENTED       CGS
 SW0039  HISTORY     - 1960     GOOD             NGS
 SW0039
 SW0039                          STATION DESCRIPTION
 SW0039
 SW0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SW0039'6.7 MI S FROM DAVENPORT.
 SW0039'A BRONZE DISK 4-INCHES IN DIAMETER SET FLUSH WITH THE CONCRETE FLOOR
 SW0039'OF THE LAUNCHER, INSIDE THE ENTRANCE AND THE SLIDING DOOR WHICH SEALS
 SW0039'THE LAUNCHER, AND ON THE CENTER LINE OF THE STRUCTURE, 309.3 FEET
 SW0039'(HORIZONTALLY) FROM B6 RM 3 (USE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0263 ***********************************************************************
 TR0263  DESIGNATION -  B 60
 TR0263  PID         -  TR0263
 TR0263  STATE/COUNTY-  WA/SNOHOMISH
 TR0263  USGS QUAD   -  ARLINGTON EAST (1968)
 TR0263
 TR0263                         *CURRENT SURVEY CONTROL
 TR0263  ___________________________________________________________________
 TR0263* NAD 83(1986)-  48 14 49.     (N)    122 03 32.     (W)     SCALED    
 TR0263* NAVD 88     -        30.982  (meters)     101.65   (feet)  ADJUSTED  
 TR0263  ___________________________________________________________________
 TR0263  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 TR0263  DYNAMIC HT  -          30.988 (meters)     101.67  (feet)  COMP
 TR0263  MODELED GRAV-     980,805.7   (mgal)                       NAVD 88
 TR0263
 TR0263  VERT ORDER  -  SECOND    CLASS 0
 TR0263
 TR0263.The horizontal coordinates were scaled from a topographic map and have
 TR0263.an estimated accuracy of +/- 6 seconds.
 TR0263
 TR0263.The orthometric height was determined by differential leveling
 TR0263.and adjusted by the National Geodetic Survey in June 1991..
 TR0263
 TR0263.The geoid height was determined by GEOID03.
 TR0263
 TR0263.The dynamic height is computed by dividing the NAVD 88
 TR0263.geopotential number by the normal gravity value computed on the
 TR0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0263.degrees latitude (g = 980.6199 gals.).
 TR0263
 TR0263.The modeled gravity was interpolated from observed gravity values.
 TR0263
 TR0263;                    North         East    Units  Estimated Accuracy
 TR0263;SPC WA N     -   139,360.      408,990.      MT  (+/- 180 meters Scaled)
 TR0263
 TR0263                          SUPERSEDED SURVEY CONTROL
 TR0263
 TR0263  NGVD 29 (??/??/92)   29.849  (m)           97.93   (f) ADJ UNCH    2 0
 TR0263
 TR0263.Superseded values are not recommended for survey control.
 TR0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0263.See file dsdata.txt to determine how the superseded data were derived.
 TR0263
 TR0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU698441(NAD 83)
 TR0263_MARKER: DB = BENCH MARK DISK
 TR0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0263_STAMPING: B 60 1934
 TR0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0263+STABILITY: SURFACE MOTION
 TR0263
 TR0263  HISTORY     - Date     Condition        Report By
 TR0263  HISTORY     - 1934     MONUMENTED       CGS
 TR0263  HISTORY     - 19991222 MARK NOT FOUND   USPSQD
 TR0263
 TR0263                          STATION DESCRIPTION
 TR0263
 TR0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TR0263'5.4 MI NE FROM ARLINGTON.
 TR0263'5.4 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TR0263'STATION AT ARLINGTON, SNOHOMISH COUNTY, 0.6 MILE EAST OF MILEPOST 4,
 TR0263'ONE RAIL EAST OF A ROAD CROSSING, 30 FEET NORTH OF THE TRACK, AND 14
 TR0263'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 60
 TR0263'1934 AND SET IN THE TOP OF A CONCRETE POST.
 TR0263
 TR0263                          STATION RECOVERY (1999)
 TR0263
 TR0263'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0134 ***********************************************************************
 TQ0134  DESIGNATION -  B 61
 TQ0134  PID         -  TQ0134
 TQ0134  STATE/COUNTY-  WA/SKAGIT
 TQ0134  USGS QUAD   -  LAKE SHANNON (1989)
 TQ0134
 TQ0134                         *CURRENT SURVEY CONTROL
 TQ0134  ___________________________________________________________________
 TQ0134* NAD 83(1998)-  48 32 16.21322(N)    121 44 50.43318(W)     ADJUSTED  
 TQ0134* NAVD 88     -        66.702  (meters)     218.84   (feet)  ADJUSTED  
 TQ0134  ___________________________________________________________________
 TQ0134  X           -  -2,226,306.343 (meters)                     COMP
 TQ0134  Y           -  -3,598,043.898 (meters)                     COMP
 TQ0134  Z           -   4,756,719.910 (meters)                     COMP
 TQ0134  LAPLACE CORR-           9.52  (seconds)                    DEFLEC99
 TQ0134  ELLIP HEIGHT-          47.18  (meters)          (09/30/02) GPS OBS
 TQ0134  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 TQ0134  DYNAMIC HT  -          66.717 (meters)     218.89  (feet)  COMP
 TQ0134  MODELED GRAV-     980,838.4   (mgal)                       NAVD 88
 TQ0134
 TQ0134  HORZ ORDER  -  FIRST
 TQ0134  VERT ORDER  -  FIRST     CLASS II
 TQ0134  ELLP ORDER  -  FOURTH    CLASS I
 TQ0134
 TQ0134.The horizontal coordinates were established by GPS observations
 TQ0134.and adjusted by the National Geodetic Survey in September 2002..
 TQ0134.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TQ0134.DATUM ITEM on the data sheet items page.
 TQ0134
 TQ0134.The orthometric height was determined by differential leveling
 TQ0134.and adjusted by the National Geodetic Survey in June 1991..
 TQ0134
 TQ0134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TQ0134
 TQ0134.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0134
 TQ0134.The ellipsoidal height was determined by GPS observations
 TQ0134.and is referenced to NAD 83.
 TQ0134
 TQ0134.The geoid height was determined by GEOID03.
 TQ0134
 TQ0134.The dynamic height is computed by dividing the NAVD 88
 TQ0134.geopotential number by the normal gravity value computed on the
 TQ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0134.degrees latitude (g = 980.6199 gals.).
 TQ0134
 TQ0134.The modeled gravity was interpolated from observed gravity values.
 TQ0134
 TQ0134;                    North         East     Units Scale Factor Converg.
 TQ0134;SPC WA N     -   171,384.839   432,507.386   MT  0.99996910   -0 40 49.8
 TQ0134;SPC WA N     -   562,285.09  1,418,984.65   sFT  0.99996910   -0 40 49.8
 TQ0134;UTM  10      - 5,376,838.924   592,466.337   MT  0.99970505   +0 56 19.7
 TQ0134
 TQ0134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0134!SPC WA N     -   0.99999261  x   0.99996910  =   0.99996171
 TQ0134!UTM  10      -   0.99999261  x   0.99970505  =   0.99969766
 TQ0134
 TQ0134                          SUPERSEDED SURVEY CONTROL
 TQ0134
 TQ0134  NAD 83(1991)-  48 32 16.20998(N)    121 44 50.42509(W) AD(       ) 1
 TQ0134  ELLIP H (12/09/91)   47.34   (m)                       GP(       ) 4 1
 TQ0134  NAD 83(1986)-  48 32 16.21318(N)    121 44 50.43496(W) AD(       ) 1
 TQ0134  NAD 27      -  48 32 16.82319(N)    121 44 45.91777(W) AD(       ) 1
 TQ0134  NGVD 29 (??/??/92)   65.554  (m)          215.07   (f) ADJ UNCH    1 2
 TQ0134
 TQ0134.Superseded values are not recommended for survey control.
 TQ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0134.See file dsdata.txt to determine how the superseded data were derived.
 TQ0134
 TQ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU9246676839(NAD 83)
 TQ0134_MARKER: DB = BENCH MARK DISK
 TQ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0134_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TQ0134_STAMPING: B 61 1934
 TQ0134_MAGNETIC: N = NO MAGNETIC MATERIAL
 TQ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0134+STABILITY: SURFACE MOTION
 TQ0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TQ0134+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TQ0134
 TQ0134  HISTORY     - Date     Condition        Report By
 TQ0134  HISTORY     - 1934     MONUMENTED       CGS
 TQ0134  HISTORY     - 1951     GOOD             NGS
 TQ0134  HISTORY     - 1985     GOOD             NGS
 TQ0134  HISTORY     - 1986     GOOD             NGS
 TQ0134
 TQ0134                          STATION DESCRIPTION
 TQ0134
 TQ0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TQ0134'IN CONCRETE.
 TQ0134'ALONG THE RIGHT OF WAY OF THE GREAT NORTHERN RAILROAD.  0.4 MILE WEST
 TQ0134'OF MILE POST NO. 45, 30 FEET SOUTH OF THE GREAT NORTHERN STATION
 TQ0134'BUILDING, 67 FEET EAST OF SWITCH STAND TO SPUR, AND 10 FEET SOUTH OF
 TQ0134'THE MAIN LINE TRACK.
 TQ0134
 TQ0134                          STATION RECOVERY (1951)
 TQ0134
 TQ0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 TQ0134'RECOVERED IN GOOD CONDITION.
 TQ0134
 TQ0134                          STATION RECOVERY (1985)
 TQ0134
 TQ0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (DAW)
 TQ0134'THE STATION IS LOCATED ABOUT 37 KM (23 MI) EAST OF SEDRO WOOLLEY,
 TQ0134'14.5 KM (9 MI) WEST OF ROCKPORT, AT CONCRET IN THE FRONT LAWN OF
 TQ0134'THE CONCRETE CHAMBER OF COMMERCE BUILDING, THE OLD RAILROAD DEPOT,
 TQ0134'AND ON PROPERTY OWNED BY THE CITY OF CONCRETE.
 TQ0134'
 TQ0134'TO REACH THE STATION FROM THE INTERSECTION OF SUPERIOR AVENUE AND
 TQ0134'STATE HIGHWAY 20 IN CONCRETE GO EAST ON STATE HIGHWAY 20 FOR 0.9 KM
 TQ0134'(0.55 MI) TO THE STATION ON THE LEFT IN FRONT OF THE CHAMBER OF
 TQ0134'COMMERCE BUILDING.
 TQ0134'
 TQ0134'THE STATION MARK IS A STANDARD C+GS BENCH MARK DISK STAMPED---
 TQ0134'---B 61 1934---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 TQ0134'15 CM (6 INCHES) ON A SIDE AND IS RECESSED 10 CM (4 INCHES) BELOW
 TQ0134'THE GROUND SURFACE.  IT IS 47.5 M (155.8 FT) EAST OF THE SOUTHERN
 TQ0134'ONE OF THREE FLAG POLES, 25.0 M (82 FT) NORTH OF THE CENTER OF STATE
 TQ0134'HIGHWAY 20, 22.2 M (73 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 TQ0134'CHAMBER OF COMMERCE BUILDING, 3.4 M (11 FT) SOUTH OF THE SOUTH RAIL
 TQ0134'OF THE RAILROAD TRACK AND 0.15 M (0.5 FT) NORTHWEST OF A WITNESS
 TQ0134'POST.
 TQ0134'
 TQ0134'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TQ0134'
 TQ0134'DESCRIBED BY DA WEGENAST.
 TQ0134
 TQ0134                          STATION RECOVERY (1986)
 TQ0134
 TQ0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 TQ0134'THE STATION WAS RECOVERED AT THIS DATE
 TQ0134'AS DESCRIBED IN 1986.
 TQ0134'
 TQ0134'THE STATION IS LOCATED IN THE CITY OF CONCRETE AT THE OLD RAILROAD
 TQ0134'STATION IN SECTION 10 T35N R8E.  THE PROPERTY IS OWNED BY THE CITY
 TQ0134'OF CONCRETE.
 TQ0134'
 TQ0134'THE STATION IS AT THE OLD RAILROAD DEPOT IN THE CITY OF CONCRETE
 TQ0134'ALONG THE NORTH SIDE OF STATE HIGHWAY 20.
 TQ0134'
 TQ0134'THE STATION MARK IS A STANDARD C+GS BENCH MARK DISK STAMPED---
 TQ0134'---B 61 1934---SET IN THE TOP OF A30 CM (12 INCH SQUARE) CONCRETE
 TQ0134'MONUMENT THAT IS RECESSED 18 CM (7 INCHES) BELOW THE GROUND
 TQ0134'SURFACE.  IT IS 0.3 M (1 FT) NORTHWEST OF A WITNESS POST.
 TQ0134'
 TQ0134'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TQ0134'
 TQ0134'DESCRIBED BY DA WEGENAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0881 ***********************************************************************
 SC0881  DESIGNATION -  B 62
 SC0881  PID         -  SC0881
 SC0881  STATE/COUNTY-  WA/PACIFIC
 SC0881  USGS QUAD   -  RAYMOND (1994)
 SC0881
 SC0881                         *CURRENT SURVEY CONTROL
 SC0881  ___________________________________________________________________
 SC0881* NAD 83(1986)-  46 41 01.     (N)    123 44 05.     (W)     SCALED    
 SC0881* NAVD 88     -         3.529  (meters)      11.58   (feet)  ADJUSTED  
 SC0881  ___________________________________________________________________
 SC0881  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 SC0881  DYNAMIC HT  -           3.529 (meters)      11.58  (feet)  COMP
 SC0881  MODELED GRAV-     980,779.2   (mgal)                       NAVD 88
 SC0881
 SC0881  VERT ORDER  -  FIRST     CLASS II
 SC0881
 SC0881.The horizontal coordinates were scaled from a topographic map and have
 SC0881.an estimated accuracy of +/- 6 seconds.
 SC0881
 SC0881.The orthometric height was determined by differential leveling
 SC0881.and adjusted by the National Geodetic Survey in June 1991..
 SC0881.WARNING-Repeat measurements at this control monument indicate possible
 SC0881.vertical movement.
 SC0881
 SC0881.The geoid height was determined by GEOID03.
 SC0881
 SC0881.The dynamic height is computed by dividing the NAVD 88
 SC0881.geopotential number by the normal gravity value computed on the
 SC0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0881.degrees latitude (g = 980.6199 gals.).
 SC0881
 SC0881.The modeled gravity was interpolated from observed gravity values.
 SC0881
 SC0881;                    North         East    Units  Estimated Accuracy
 SC0881;SPC WA S     -   155,160.      252,620.      MT  (+/- 180 meters Scaled)
 SC0881
 SC0881                          SUPERSEDED SURVEY CONTROL
 SC0881
 SC0881  NGVD 29 (??/??/92)    2.609  (m)            8.56   (f) ADJ UNCH    1 2
 SC0881
 SC0881.Superseded values are not recommended for survey control.
 SC0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0881.See file dsdata.txt to determine how the superseded data were derived.
 SC0881
 SC0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS438702(NAD 83)
 SC0881_MARKER: DB = BENCH MARK DISK
 SC0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0881_SP_SET: CONCRETE POST
 SC0881_STAMPING: B 62 1934
 SC0881_MARK LOGO: CGS   
 SC0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0881+STABILITY: SURFACE MOTION
 SC0881
 SC0881  HISTORY     - Date     Condition        Report By
 SC0881  HISTORY     - 1934     MONUMENTED       CGS
 SC0881  HISTORY     - 1968     GOOD             NGS
 SC0881  HISTORY     - 1987     GOOD             NGS
 SC0881  HISTORY     - 20041105 MARK NOT FOUND   USPSQD
 SC0881
 SC0881                          STATION DESCRIPTION
 SC0881
 SC0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SC0881'IN RAYMOND.
 SC0881'AT RAYMOND, AT THE JUNCTION OF U.S. HIGHWAY 101 ( 3RD STREET) AND
 SC0881'ALDER STREET, 400 FEET NORTHWEST OF THE NORTHWEST END OF THE NORTHERN
 SC0881'PACIFIC RAILWAY STATION, 101 FEET SOUTHWEST OF THE CENTER OF THE
 SC0881'JUNCTION, 78 FEET SOUTH OF THE CENTER LINE OF ALDER STREET, 29 1/2
 SC0881'FEET WEST OF THE CENTER LINE OF A DEAD END STREET LEADING SOUTH ACROSS
 SC0881'THE TRACKS, 70.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 SC0881'TRACK, 10.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SPUR TRACK 10
 SC0881'1/2 FEET SOUTHEAST OF A POWER POLE BEARING A STREET LIGHT, 4.4 FEET
 SC0881'SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK, 6 FEET WEST OF A POST
 SC0881'SUPPORTING A RAILROAD CROSSING SIGN, ABOUT LEVEL WITH THE STREET, AND
 SC0881'SET IN THE TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
 SC0881
 SC0881                          STATION RECOVERY (1987)
 SC0881
 SC0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0881'RECOVERED IN GOOD CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE EXCEPT
 SC0881'ADD--0.30 M (1.0 FT) EAST OF A WITNESS POST.
 SC0881
 SC0881                          STATION RECOVERY (2004)
 SC0881
 SC0881'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 SC0881'MARK NOT FOUND. NEW ROADWAY, NO RR TRACKS, AND HIWAY 101 HAS BEEN
 SC0881'RELOCATED.  SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0514 ***********************************************************************
 SC0514  DESIGNATION -  B 63
 SC0514  PID         -  SC0514
 SC0514  STATE/COUNTY-  WA/WAHKIAKUM
 SC0514  USGS QUAD   -  GRAYS RIVER (1985)
 SC0514
 SC0514                         *CURRENT SURVEY CONTROL
 SC0514  ___________________________________________________________________
 SC0514* NAD 83(1986)-  46 21 01.     (N)    123 32 17.     (W)     SCALED    
 SC0514* NAVD 88     -       110.954  (meters)     364.02   (feet)  ADJUSTED  
 SC0514  ___________________________________________________________________
 SC0514  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SC0514  DYNAMIC HT  -         110.968 (meters)     364.07  (feet)  COMP
 SC0514  MODELED GRAV-     980,735.9   (mgal)                       NAVD 88
 SC0514
 SC0514  VERT ORDER  -  SECOND    CLASS 0
 SC0514
 SC0514.The horizontal coordinates were scaled from a topographic map and have
 SC0514.an estimated accuracy of +/- 6 seconds.
 SC0514
 SC0514.The orthometric height was determined by differential leveling
 SC0514.and adjusted by the National Geodetic Survey in June 1991..
 SC0514
 SC0514.The geoid height was determined by GEOID03.
 SC0514
 SC0514.The dynamic height is computed by dividing the NAVD 88
 SC0514.geopotential number by the normal gravity value computed on the
 SC0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0514.degrees latitude (g = 980.6199 gals.).
 SC0514
 SC0514.The modeled gravity was interpolated from observed gravity values.
 SC0514
 SC0514;                    North         East    Units  Estimated Accuracy
 SC0514;SPC WA S     -   117,540.      266,230.      MT  (+/- 180 meters Scaled)
 SC0514
 SC0514                          SUPERSEDED SURVEY CONTROL
 SC0514
 SC0514  NGVD 29 (??/??/92)  110.02   (m)          361.0    (f) COMPUTED    2 0
 SC0514
 SC0514.Superseded values are not recommended for survey control.
 SC0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0514.See file dsdata.txt to determine how the superseded data were derived.
 SC0514
 SC0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS586331(NAD 83)
 SC0514_MARKER: DB = BENCH MARK DISK
 SC0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0514_STAMPING: B-63 1934
 SC0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0514+STABILITY: SURFACE MOTION
 SC0514
 SC0514  HISTORY     - Date     Condition        Report By
 SC0514  HISTORY     - 1934     MONUMENTED       CGS
 SC0514  HISTORY     - 1936     GOOD             NGS
 SC0514  HISTORY     - 1955     MARK NOT FOUND   USGS
 SC0514
 SC0514                          STATION DESCRIPTION
 SC0514
 SC0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SC0514'4.4 MI E FROM GRAYS RIVER.
 SC0514'4.4 MILES EAST OF GRAYS RIVER, ALONG U.S. HWY 830, FROM LOWER COLUMBIA
 SC0514'COOPERATIVE DAIRY ASSOCIATION BUILDING.  ABOUT 2.4 MILES WEST OF HWY
 SC0514'MAINTANCE CAMP.  ABOUT 2.1 MILES EAST OF STEEL HWY BRIDGE OVER GRAYS
 SC0514'RIVER.  ABOUT 275.FT. SOUTHEAST OF CULVERT UNDER HWY WHICH IS IN
 SC0514'CENTER OF RAVINE WITH SMALL STREAM OF WATER, THERE IS ALSO A 100 FT.
 SC0514'OFFSET IN HWY BACK UP INTO THIS RAVINE.  ABOUT 150 FT. NORTHWEST OF
 SC0514'NORTH WEST END OF HWY CUT THROUGH RIDGE, 90 FT. NORTHWEST OF CULVERT
 SC0514'UNDER HWY WHICH IS CENTER OF SMALL RAVINE.  32 FT. NORTHEAST OF
 SC0514'CENTERLINE OF U.S. HWY 830.  A BRONZE DISC SET IN TOP OF CONCRETE POST
 SC0514'SET FLUSH WITH LEVEL OF GROUND AND AT SOUTHEAST END OF HWY CUT WHICH
 SC0514'HAS ONLY ONE BANK AND THAT BEING ON NORTHEAST SIDE OF HWY.
 SC0514
 SC0514                          STATION RECOVERY (1955)
 SC0514
 SC0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 SC0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0270 ***********************************************************************
 SC0270  DESIGNATION -  B 64 1934
 SC0270  PID         -  SC0270
 SC0270  STATE/COUNTY-  WA/LEWIS
 SC0270  USGS QUAD   -  BOISTFORT (1986)
 SC0270
 SC0270                         *CURRENT SURVEY CONTROL
 SC0270  ___________________________________________________________________
 SC0270* NAD 83(1986)-  46 36 29.     (N)    123 09 16.     (W)     SCALED    
 SC0270* NAVD 88     -        71.601  (meters)     234.91   (feet)  ADJUSTED  
 SC0270  ___________________________________________________________________
 SC0270  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 SC0270  DYNAMIC HT  -          71.611 (meters)     234.94  (feet)  COMP
 SC0270  MODELED GRAV-     980,746.5   (mgal)                       NAVD 88
 SC0270
 SC0270  VERT ORDER  -  SECOND    CLASS 0
 SC0270
 SC0270.The horizontal coordinates were scaled from a topographic map and have
 SC0270.an estimated accuracy of +/- 6 seconds.
 SC0270
 SC0270.The orthometric height was determined by differential leveling
 SC0270.and adjusted by the National Geodetic Survey in June 1991..
 SC0270
 SC0270.The geoid height was determined by GEOID03.
 SC0270
 SC0270.The dynamic height is computed by dividing the NAVD 88
 SC0270.geopotential number by the normal gravity value computed on the
 SC0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0270.degrees latitude (g = 980.6199 gals.).
 SC0270
 SC0270.The modeled gravity was interpolated from observed gravity values.
 SC0270
 SC0270;                    North         East    Units  Estimated Accuracy
 SC0270;SPC WA S     -   145,110.      296,700.      MT  (+/- 180 meters Scaled)
 SC0270
 SC0270                          SUPERSEDED SURVEY CONTROL
 SC0270
 SC0270  NGVD 29 (??/??/92)   70.565  (m)          231.51   (f) ADJ UNCH    2 0
 SC0270
 SC0270.Superseded values are not recommended for survey control.
 SC0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0270.See file dsdata.txt to determine how the superseded data were derived.
 SC0270
 SC0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS881616(NAD 83)
 SC0270_MARKER: DB = BENCH MARK DISK
 SC0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0270_STAMPING: B 64 1934
 SC0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0270+STABILITY: SURFACE MOTION
 SC0270
 SC0270  HISTORY     - Date     Condition        Report By
 SC0270  HISTORY     - 1934     MONUMENTED       CGS
 SC0270  HISTORY     - 1952     GOOD             USGS
 SC0270  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0270
 SC0270                          STATION DESCRIPTION
 SC0270
 SC0270'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SC0270'11.3 MI SW FROM CHEHALIS.
 SC0270'ABOUT 11.3 MILES SOUTHWEST OF CHEHALIS ALONG THE NORTHERN PACIFIC
 SC0270'RAILWAY FROM THE STATION AT CHEHALIS, LEWIS COUNTY, ABOUT 13 RAILS
 SC0270'WEST OF MILE POST 10, 136 FEET WEST OF PUBLIC ROAD CROSSING, 54 1/2
 SC0270'FEET NORTH OF MAIN TRACK AND 5 1/2 FEET SOUTH OF SPUR TRACK.  A
 SC0270'STANDARD DISK, STAMPED B 64 1934, SET IN THE TOP OF A CONCRETE POST.
 SC0270
 SC0270                          STATION RECOVERY (1989)
 SC0270
 SC0270'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRT)
 SC0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0230 ***********************************************************************
 SC0230  DESIGNATION -  B 65 RESET 1947
 SC0230  PID         -  SC0230
 SC0230  STATE/COUNTY-  WA/LEWIS
 SC0230  USGS QUAD   -  JACKSON PRAIRIE (1993)
 SC0230
 SC0230                         *CURRENT SURVEY CONTROL
 SC0230  ___________________________________________________________________
 SC0230* NAD 83(1986)-  46 33 40.     (N)    122 50 02.     (W)     SCALED    
 SC0230* NAVD 88     -       162.44   (meters)     532.9    (feet)  RESET     
 SC0230  ___________________________________________________________________
 SC0230  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SC0230
 SC0230  VERT ORDER  -  THIRD
 SC0230
 SC0230.The horizontal coordinates were scaled from a topographic map and have
 SC0230.an estimated accuracy of +/- 6 seconds.
 SC0230
 SC0230.The orthometric height was computed from unverified reset data.
 SC0230.No vertical observational check was made to the station.
 SC0230
 SC0230.The geoid height was determined by GEOID03.
 SC0230
 SC0230;                    North         East    Units  Estimated Accuracy
 SC0230;SPC WA S     -   139,110.      321,090.      MT  (+/- 180 meters Scaled)
 SC0230
 SC0230                          SUPERSEDED SURVEY CONTROL
 SC0230
 SC0230  NGVD 29 (??/??/??)  161.39   (m)          529.5    (f) RESET       3  
 SC0230
 SC0230.Superseded values are not recommended for survey control.
 SC0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0230.See file dsdata.txt to determine how the superseded data were derived.
 SC0230
 SC0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES127564(NAD 83)
 SC0230_MARKER: DB = BENCH MARK DISK
 SC0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0230_STAMPING: B 65 RESET 1947
 SC0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0230+STABILITY: SURFACE MOTION
 SC0230
 SC0230  HISTORY     - Date     Condition        Report By
 SC0230  HISTORY     - 1947     MONUMENTED       LOCENG
 SC0230  HISTORY     - 1981     GOOD             USGS
 SC0230
 SC0230                          STATION DESCRIPTION
 SC0230
 SC0230'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947
 SC0230'3.9 MI E FROM NAPAVINE.
 SC0230'3.9 MILES EAST ALONG THE COUNTY ROAD LEADING TO U.S. HIGHWAY 99 FROM
 SC0230'THE GREAT NORTHERN RAILWAY STATION AT NAPAVINE, AT THE JUNCTION OF
 SC0230'U.S. HIGHWAY 99, 55 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 30
 SC0230'FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD (JOHN KOONTZ ROAD). A
 SC0230'STANDARD DISK, STAMPED B 65 RESET 1947 AND SET IN THE TOP OF A
 SC0230'CONCRETE POST.
 SC0230
 SC0230                          STATION RECOVERY (1981)
 SC0230
 SC0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0230'FLY LEVELS WERE RAN FROM NGS BM EX 8 TO USGS BM PTS 52. FLY LEVEL
 SC0230'ELEV. FOR B 65 RESET IS 526.21. ELEVATION OF BENCH MARK SETTM TO BE
 SC0230'IN ERROR 3.28 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0007 ***********************************************************************
 SC0007  DESIGNATION -  B 66
 SC0007  PID         -  SC0007
 SC0007  STATE/COUNTY-  WA/LEWIS
 SC0007  USGS QUAD   -  MINERAL (1993)
 SC0007
 SC0007                         *CURRENT SURVEY CONTROL
 SC0007  ___________________________________________________________________
 SC0007* NAD 83(1986)-  46 39 28.     (N)    122 12 10.     (W)     SCALED    
 SC0007* NAVD 88     -       533.472  (meters)    1750.23   (feet)  ADJUSTED  
 SC0007  ___________________________________________________________________
 SC0007  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 SC0007  DYNAMIC HT  -         533.474 (meters)    1750.24  (feet)  COMP
 SC0007  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 SC0007
 SC0007  VERT ORDER  -  SECOND    CLASS 0
 SC0007
 SC0007.The horizontal coordinates were scaled from a topographic map and have
 SC0007.an estimated accuracy of +/- 6 seconds.
 SC0007
 SC0007.The orthometric height was determined by differential leveling
 SC0007.and adjusted by the National Geodetic Survey in June 1991..
 SC0007
 SC0007.The geoid height was determined by GEOID03.
 SC0007
 SC0007.The dynamic height is computed by dividing the NAVD 88
 SC0007.geopotential number by the normal gravity value computed on the
 SC0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0007.degrees latitude (g = 980.6199 gals.).
 SC0007
 SC0007.The modeled gravity was interpolated from observed gravity values.
 SC0007
 SC0007;                    North         East    Units  Estimated Accuracy
 SC0007;SPC WA S     -   148,620.      369,690.      MT  (+/- 180 meters Scaled)
 SC0007
 SC0007                          SUPERSEDED SURVEY CONTROL
 SC0007
 SC0007  NGVD 29 (??/??/92)  532.398  (m)         1746.71   (f) ADJ UNCH    2 0
 SC0007
 SC0007.Superseded values are not recommended for survey control.
 SC0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0007.See file dsdata.txt to determine how the superseded data were derived.
 SC0007
 SC0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES609674(NAD 83)
 SC0007_MARKER: DB = BENCH MARK DISK
 SC0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0007_STAMPING: B 66 1934
 SC0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0007+STABILITY: SURFACE MOTION
 SC0007
 SC0007  HISTORY     - Date     Condition        Report By
 SC0007  HISTORY     - 1934     MONUMENTED       CGS
 SC0007
 SC0007                          STATION DESCRIPTION
 SC0007
 SC0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SC0007'8.4 MI N FROM MORTON.
 SC0007'8.4 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT MORTON,
 SC0007'AT THE TOP OF THE DIVIDE, 35 YARDS NORTH OF A CONCRETE CULVERT OVER A
 SC0007'SMALL CREEK, 74 FEET NORTHWEST OF POWER-TRANSMISSION-LINE POLE 675,
 SC0007'AND 29 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 SC0007'STAMPED B 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0747 ***********************************************************************
 SX0747  DESIGNATION -  B 67
 SX0747  PID         -  SX0747
 SX0747  STATE/COUNTY-  WA/KING
 SX0747  USGS QUAD   -  CUMBERLAND (1993)
 SX0747
 SX0747                         *CURRENT SURVEY CONTROL
 SX0747  ___________________________________________________________________
 SX0747* NAD 83(1986)-  47 20 18.     (N)    121 53 28.     (W)     SCALED    
 SX0747* NAVD 88     -       279.922  (meters)     918.38   (feet)  ADJUSTED  
 SX0747  ___________________________________________________________________
 SX0747  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SX0747  DYNAMIC HT  -         279.948 (meters)     918.46  (feet)  COMP
 SX0747  MODELED GRAV-     980,698.9   (mgal)                       NAVD 88
 SX0747
 SX0747  VERT ORDER  -  FIRST     CLASS II
 SX0747
 SX0747.The horizontal coordinates were scaled from a topographic map and have
 SX0747.an estimated accuracy of +/- 6 seconds.
 SX0747
 SX0747.The orthometric height was determined by differential leveling
 SX0747.and adjusted by the National Geodetic Survey in June 1991..
 SX0747
 SX0747.The geoid height was determined by GEOID03.
 SX0747
 SX0747.The dynamic height is computed by dividing the NAVD 88
 SX0747.geopotential number by the normal gravity value computed on the
 SX0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0747.degrees latitude (g = 980.6199 gals.).
 SX0747
 SX0747.The modeled gravity was interpolated from observed gravity values.
 SX0747
 SX0747;                    North         East    Units  Estimated Accuracy
 SX0747;SPC WA N     -    38,170.      420,060.      MT  (+/- 180 meters Scaled)
 SX0747
 SX0747                          SUPERSEDED SURVEY CONTROL
 SX0747
 SX0747  NGVD 29 (??/??/92)  278.827  (m)          914.78   (f) ADJ UNCH    1 2
 SX0747
 SX0747.Superseded values are not recommended for survey control.
 SX0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0747.See file dsdata.txt to determine how the superseded data were derived.
 SX0747
 SX0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET837433(NAD 83)
 SX0747_MARKER: DB = BENCH MARK DISK
 SX0747_SETTING: 0 = UNSPECIFIED SETTING
 SX0747_STAMPING: B 67 1934
 SX0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0747
 SX0747  HISTORY     - Date     Condition        Report By
 SX0747  HISTORY     - 1934     MONUMENTED       CGS
 SX0747  HISTORY     - 1966     GOOD             NGS
 SX0747  HISTORY     - 1973     MARK NOT FOUND   NGS
 SX0747
 SX0747                          STATION DESCRIPTION
 SX0747
 SX0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SX0747'IN KANASKAT.
 SX0747'LOCATED 63.2 FEET NORTHEAST OF A YARD LIMIT SIGN, 65.3 FEET NORTHEAST
 SX0747'OF A RAILROAD TELEPHONE SHED, 23.8 FEET SOUTH OF A KANASKAT JCT SIGN,
 SX0747'11.0 FEET EAST OF THE EAST RAIL OF THE TRACK AND 1.9 FEET WEST OF A
 SX0747'METAL WITNESS POST.
 SX0747
 SX0747                          STATION RECOVERY (1973)
 SX0747
 SX0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SX0747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0870 ***********************************************************************
 SW0870  DESIGNATION -  B 69
 SW0870  PID         -  SW0870
 SW0870  STATE/COUNTY-  WA/DOUGLAS
 SW0870  USGS QUAD   -  JAMESON LAKE SW (1965)
 SW0870
 SW0870                         *CURRENT SURVEY CONTROL
 SW0870  ___________________________________________________________________
 SW0870* NAD 83(1986)-  47 36 28.     (N)    119 39 16.     (W)     SCALED    
 SW0870* NAVD 88     -       625.397  (meters)    2051.82   (feet)  ADJUSTED  
 SW0870  ___________________________________________________________________
 SW0870  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 SW0870  DYNAMIC HT  -         625.436 (meters)    2051.95  (feet)  COMP
 SW0870  MODELED GRAV-     980,654.2   (mgal)                       NAVD 88
 SW0870
 SW0870  VERT ORDER  -  SECOND    CLASS 0
 SW0870
 SW0870.The horizontal coordinates were scaled from a topographic map and have
 SW0870.an estimated accuracy of +/- 6 seconds.
 SW0870
 SW0870.The orthometric height was determined by differential leveling
 SW0870.and adjusted by the National Geodetic Survey in June 1991..
 SW0870
 SW0870.The geoid height was determined by GEOID03.
 SW0870
 SW0870.The dynamic height is computed by dividing the NAVD 88
 SW0870.geopotential number by the normal gravity value computed on the
 SW0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0870.degrees latitude (g = 980.6199 gals.).
 SW0870
 SW0870.The modeled gravity was interpolated from observed gravity values.
 SW0870
 SW0870;                    North         East    Units  Estimated Accuracy
 SW0870;SPC WA N     -    68,250.      588,640.      MT  (+/- 180 meters Scaled)
 SW0870
 SW0870                          SUPERSEDED SURVEY CONTROL
 SW0870
 SW0870  NGVD 29 (??/??/92)  624.233  (m)         2048.00   (f) ADJ UNCH    2 0
 SW0870
 SW0870.Superseded values are not recommended for survey control.
 SW0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0870.See file dsdata.txt to determine how the superseded data were derived.
 SW0870
 SW0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN005761(NAD 83)
 SW0870_MARKER: DB = BENCH MARK DISK
 SW0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0870_STAMPING: B 69 1934
 SW0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0870+STABILITY: SURFACE MOTION
 SW0870
 SW0870  HISTORY     - Date     Condition        Report By
 SW0870  HISTORY     - 1934     MONUMENTED       CGS
 SW0870  HISTORY     - 1959     GOOD             NGS
 SW0870  HISTORY     - 1981     GOOD             NGS
 SW0870
 SW0870                          STATION DESCRIPTION
 SW0870
 SW0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SW0870'11.0 MI E FROM FARMER.
 SW0870'11.0 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AND STORE AT
 SW0870'FARMER, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 201 FEET EAST
 SW0870'OF A 4-BY 4-INCH POST SUPPORTING A LOW SPEED CURVES FOR 2 MI. SIGN,
 SW0870'2.0 FEET SOUTH OF A FENCE, 0.6 FOOT NORTH OF A WITNESS POST, ABOUT 1
 SW0870'FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SW0870'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 SW0870
 SW0870                          STATION RECOVERY (1981)
 SW0870
 SW0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0870'18.0 MILES WEST ALONG US HIGHWAY 2 FROM THE JUNCTION OF 4TH STREET IN
 SW0870'COULEE CITY TO THE MARK ABOUT 0.1 MILE NORTH OF THE PRESENT ALIGNMENT
 SW0870'TO THE HIGHWAY, 8.84 M (29 FT) NORTH OF THE CENTER OF THE OLD
 SW0870'HIGHWAY, 0.61 M (2.0 FT) SOUTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0482 ***********************************************************************
 TR0482  DESIGNATION -  B 7
 TR0482  PID         -  TR0482
 TR0482  STATE/COUNTY-  WA/ISLAND
 TR0482  USGS QUAD   -  OAK HARBOR (1973)
 TR0482
 TR0482                         *CURRENT SURVEY CONTROL
 TR0482  ___________________________________________________________________
 TR0482* NAD 83(1991)-  48 19 33.48804(N)    122 40 23.00051(W)     ADJUSTED  
 TR0482* NAVD 88     -        54.116  (meters)     177.55   (feet)  ADJUSTED  
 TR0482  ___________________________________________________________________
 TR0482  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 TR0482  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR0482  DYNAMIC HT  -          54.129 (meters)     177.59  (feet)  COMP
 TR0482  MODELED GRAV-     980,855.0   (mgal)                       NAVD 88
 TR0482
 TR0482  HORZ ORDER  -  THIRD
 TR0482  VERT ORDER  -  FIRST     CLASS II
 TR0482
 TR0482.The horizontal coordinates were established by classical geodetic methods
 TR0482.and adjusted by the National Geodetic Survey in December 1991..
 TR0482
 TR0482.The orthometric height was determined by differential leveling
 TR0482.and adjusted by the National Geodetic Survey in June 1991..
 TR0482
 TR0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0482
 TR0482.The geoid height was determined by GEOID03.
 TR0482
 TR0482.The dynamic height is computed by dividing the NAVD 88
 TR0482.geopotential number by the normal gravity value computed on the
 TR0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0482.degrees latitude (g = 980.6199 gals.).
 TR0482
 TR0482.The modeled gravity was interpolated from observed gravity values.
 TR0482
 TR0482;                    North         East     Units Scale Factor Converg.
 TR0482;SPC WA N     -   149,056.062   363,597.137   MT  0.99994884   -1 22 11.0
 TR0482;SPC WA N     -   489,028.10  1,192,901.61   sFT  0.99994884   -1 22 11.0
 TR0482;UTM  10      - 5,352,582.993   524,234.526   MT  0.99960722   +0 14 39.2
 TR0482
 TR0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0482!SPC WA N     -   0.99999500  x   0.99994884  =   0.99994384
 TR0482!UTM  10      -   0.99999500  x   0.99960722  =   0.99960222
 TR0482
 TR0482                          SUPERSEDED SURVEY CONTROL
 TR0482
 TR0482  NAD 83(1986)-  48 19 33.49035(N)    122 40 23.00325(W) AD(       ) 3
 TR0482  NAD 27      -  48 19 34.12800(N)    122 40 18.37700(W) AD(       ) 3
 TR0482  NGVD 29 (??/??/92)   52.968  (m)          173.78   (f) ADJ UNCH    1 2
 TR0482
 TR0482.Superseded values are not recommended for survey control.
 TR0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0482.See file dsdata.txt to determine how the superseded data were derived.
 TR0482
 TR0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2423552583(NAD 83)
 TR0482_MARKER: DE = TRAVERSE STATION DISK
 TR0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0482_STAMPING: B 7 1952
 TR0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0482+STABILITY: SURFACE MOTION
 TR0482
 TR0482  HISTORY     - Date     Condition        Report By
 TR0482  HISTORY     - 1952     MONUMENTED       CGS
 TR0482  HISTORY     - 1952     GOOD             CGS
 TR0482  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0482  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0482
 TR0482                          STATION DESCRIPTION
 TR0482
 TR0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0482'THE STATION IS ON THE NORTH SIDE OF CLOVER VALLEY ROAD 0.9 MILES
 TR0482'WEST OF JUNCTION OF CLOVER VALLEY ROAD AND STATE HIGHWAY 1-D.
 TR0482'
 TR0482'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-7, 1952, SET IN A
 TR0482'CONCRETE MONUMENT 0.2 FT. BELOW THE SURFACE OF THE GROUND, WHICH
 TR0482'IS 168 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF THE C.P.O. CLUB,
 TR0482'A BROWN LOG BUILDING, 35.4 FT. SOUTHWEST OF SOUTHWEST CORNER OF
 TR0482'WHITE APARTMENT BUILDING AND 38.0 FT. NORTH OF CENTERLINE OF
 TR0482'CLOVER VALLEY ROAD.
 TR0482
 TR0482                          STATION RECOVERY (1952)
 TR0482
 TR0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0482'4.0 MI NW FROM OAK HARBOR.
 TR0482'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0482'THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 0.9 MILE WEST
 TR0482'ALONG CLOVER VALLEY ROAD, 168 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 TR0482'OF A BROWN LOG BUILDING, 35.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 TR0482'OF A WHITE APARTMENT HOUSE, 38 FEET NORTH OF THE CENTER LINE OF THE
 TR0482'ROAD, 16 FEET NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD LEADING TO
 TR0482'A LARGE PARKING LOT, 2.6 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL
 TR0482'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST, AND 0.2 FOOT
 TR0482'UNDER GROUND.
 TR0482
 TR0482                          STATION RECOVERY (1960)
 TR0482
 TR0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0482'THE STATION IS ON THE NORTH SIDE OF CLOVER VALLEY ROAD, 0.9 MILE
 TR0482'WEST OF THE JUNCTION OF CLOVER VALLEY ROAD AND STATE HIGHWAY 1-D.
 TR0482'
 TR0482'THE MARK IS A STANDARD BRONZE DISK STAMPED B-7 1952 SET IN TOP
 TR0482'OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND IS 84.8
 TR0482'FT. EAST OF A POWER POLE, 62 FT. WEST OF A POWER POLE, 53.6
 TR0482'FT. SOUTHWEST OF THE SOUTHWEST CORNER OF AN APARTMENT BUILDING,
 TR0482'36.8 FT. NORTH OF THE CENTERLINE OF THE ROAD, AND 4.1 FT.
 TR0482'NORTHEAST OF THE SOUTH END OF THE CONCRETE CURBING AT THE PARKING
 TR0482'AREA AT THE C.P.O. MESS BUILDING.
 TR0482
 TR0482                          STATION RECOVERY (1973)
 TR0482
 TR0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2940 ***********************************************************************
 RD2940  DESIGNATION -  B 7 2
 RD2940  PID         -  RD2940
 RD2940  STATE/COUNTY-  WA/CLARK
 RD2940  USGS QUAD   -  MOUNT TABOR (1990)
 RD2940
 RD2940                         *CURRENT SURVEY CONTROL
 RD2940  ___________________________________________________________________
 RD2940* NAD 83(1991)-  45 36 55.41055(N)    122 30 12.89526(W)     ADJUSTED  
 RD2940* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 RD2940  ___________________________________________________________________
 RD2940  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 RD2940  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 RD2940
 RD2940  HORZ ORDER  -  THIRD
 RD2940
 RD2940.The horizontal coordinates were established by classical geodetic methods
 RD2940.and adjusted by the National Geodetic Survey in December 1991..
 RD2940.No horizontal observational check was made to the station.
 RD2940
 RD2940.The orthometric height was scaled from a topographic map.
 RD2940
 RD2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2940
 RD2940.The geoid height was determined by GEOID03.
 RD2940
 RD2940;                    North         East     Units Scale Factor Converg.
 RD2940;SPC WA S     -    33,336.281   343,732.076   MT  1.00005651   -1 27 19.4
 RD2940;SPC WA S     -   109,370.78  1,127,727.65   sFT  1.00005651   -1 27 19.4
 RD2940;UTM  10      - 5,051,436.158   538,704.238   MT  0.99961842   +0 21 17.2
 RD2940
 RD2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2940!SPC WA S     -   0.99999038  x   1.00005651  =   1.00004688
 RD2940!UTM  10      -   0.99999038  x   0.99961842  =   0.99960880
 RD2940
 RD2940|---------------------------------------------------------------------|
 RD2940| PID    Reference Object                     Distance      Geod. Az  |
 RD2940|                                                           dddmmss.s |
 RD2940| AH6872 B 7 2 RM 4                           17.827 METERS 02908     |
 RD2940| RD2941 B 7 2 AZ MK                         APPROX. 0.9 KM 2783249.8 |
 RD2940| AH6871 B 7 RM 2                             43.937 METERS 28931     |
 RD2940|---------------------------------------------------------------------|
 RD2940
 RD2940                          SUPERSEDED SURVEY CONTROL
 RD2940
 RD2940  NAD 83(1991)-  45 36 55.41054(N)    122 30 12.89526(W) AD(       ) 3
 RD2940  NAD 83(1986)-  45 36 55.42672(N)    122 30 12.89867(W) AD(       ) 3
 RD2940  NAD 27      -  45 36 55.99847(N)    122 30 08.55998(W) AD(       ) 3
 RD2940
 RD2940.Superseded values are not recommended for survey control.
 RD2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2940.See file dsdata.txt to determine how the superseded data were derived.
 RD2940
 RD2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3870451436(NAD 83)
 RD2940_MARKER: DS = TRIANGULATION STATION DISK
 RD2940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2940_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2940_STAMPING: B 7 2 1979
 RD2940_MARK LOGO: NGS   
 RD2940_PROJECTION: FLUSH
 RD2940_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD2940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2940+STABILITY: SURFACE MOTION
 RD2940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD2940+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1984
 RD2940
 RD2940  HISTORY     - Date     Condition        Report By
 RD2940  HISTORY     - 1979     MONUMENTED       NGS
 RD2940  HISTORY     - 19840503 SEE DESCRIPTION  NGS
 RD2940
 RD2940                          STATION DESCRIPTION
 RD2940
 RD2940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RD2940'THE STATION IS LOCATED ABOUT 8 MILES EAST OF VANCOUVER, 2 MILES NORTH
 RD2940'OF THE COLUMBIA RIVER AND AT THE INTERSECTION OF EAST MILL PLAIN ROAD
 RD2940'AND SE 164 AVE ON ROAD RIGHT OF WAY.
 RD2940'
 RD2940'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 RD2940'EAST MILL PLAIN BLVD IN VANCOUVER GO EAST ON EAST MILL PLAIN BLVD AND
 RD2940'EAST MILL PLAIN ROAD FOR 8.1 MILES TO THE INTERSECTION OF SE 164 AVE
 RD2940'AND THE STATION ON THE RIGHT.
 RD2940'
 RD2940'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---B
 RD2940'7 2 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12
 RD2940'INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 13.56 METERS (44.5
 RD2940'FEET) S FROM A POWER POLE WITH TRANSFORMER, 0.9 METER (3 FEET) S FROM
 RD2940'A METAL WITNESS POST, AND 21.0 METERS (69 FEET) SW FROM AN OLD GAS
 RD2940'PUMP.
 RD2940'
 RD2940'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RD2940'STAMPED---B 7 2 1979---SET INTO AN IRREGULAR MASS OF CONCRETE 0.76
 RD2940'METER (2.5 FEET) BELOW THE SURFACE.
 RD2940'
 RD2940'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RD2940'NOS) DISK STAMPED---B 7 1945 NO 2 1972---SET INTO THE TOP OF A
 RD2940'ROUND CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE
 RD2940'GROUND LOCATED 13.7 METERS (45 FEET) E FROM THE CENTERLINE OF SE 164
 RD2940'AVE, 8.2 METERS (27 FEET) N FROM THE CENTERLINE OF MILL PLAIN RD,
 RD2940'4.72 METERS (15.5 FEET) E FROM A TELEPHONE POLE, 1.8 METERS (6 FEET)
 RD2940'N FROM A TELEPHONE POLE, AND 0.6 METER (2 FEET) HIGHER THAN THE
 RD2940'STATION.
 RD2940'
 RD2940'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RD2940'STAMPED---B 7 2 NO 4 1979---SET INTO THE TOP OF A ROUND CONCRETE
 RD2940'MONUMENT 25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 RD2940'9.60 METERS (31.5 FEET) N FROM THE CENTER OF THE ROAD, 0.9 METER (3
 RD2940'FEET) S FROM THE END OF A CHAIN LINK FENCE, 4.6 METERS (15 FEET) W
 RD2940'FROM AN OLD GAS PUMP, AND 0.6 METER (2 FEET) HIGHER THAN THE STATION.
 RD2940'
 RD2940'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RD2940'STAMPED---B 7 2 1979---SET INTO THE TOP OF A ROUND CONCRETE
 RD2940'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND.  THE
 RD2940'MARK HAS AN UNDER GROUND DISK STAMPED B 7 2 1929 IN AN IRREGULAR MASS
 RD2940'OF CONCRETE 2.5 FEET BELOW THE SURFACE.  MARK IS LOCATED 17.50 METERS
 RD2940'(57.4 FEET) E FROM THE MAILBOX OF MR NEAL ELLSWORTH 15301 S E
 RD2940'MILLPLAIN ROAD, 12.5 METERS (41 FEET) S FROM THE CENTER LINE UP MILL
 RD2940'PLAIN, 9.1 METERS (30 FEET) E FROM A POWERPOLE A22-36, AND 1.37
 RD2940'METERS (4.5 FEET) S FROM A METAL WITNESS POST.
 RD2940'
 RD2940'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON MILL PLAIN AVE
 RD2940'FOR 0.5 MILE TO THE MARK ON THE LEFT.
 RD2940
 RD2940                          STATION RECOVERY (1984)
 RD2940
 RD2940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (LLR)
 RD2940'RECOVERED AS DESCRIBED. THE STATION WILL BE DESTROYED BY CONSTRUCTION.
 RD2940'A NEW STATION B 7 3 WAS ESTABLISHED IN THE VICINITY, SEE THE
 RD2940'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2941 ***********************************************************************
 RD2941  DESIGNATION -  B 7 2 AZ MK
 RD2941  PID         -  RD2941
 RD2941  STATE/COUNTY-  WA/CLARK
 RD2941  USGS QUAD   -  MOUNT TABOR (1990)
 RD2941
 RD2941                         *CURRENT SURVEY CONTROL
 RD2941  ___________________________________________________________________
 RD2941* NAD 83(1991)-  45 36 59.64240(N)    122 30 53.03756(W)     ADJUSTED  
 RD2941* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 RD2941  ___________________________________________________________________
 RD2941  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 RD2941  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 RD2941
 RD2941  HORZ ORDER  -  THIRD
 RD2941
 RD2941.The horizontal coordinates were established by classical geodetic methods
 RD2941.and adjusted by the National Geodetic Survey in December 1991..
 RD2941.No horizontal observational check was made to the station.
 RD2941
 RD2941.The orthometric height was scaled from a topographic map.
 RD2941
 RD2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2941
 RD2941.The geoid height was determined by GEOID03.
 RD2941
 RD2941;                    North         East     Units Scale Factor Converg.
 RD2941;SPC WA S     -    33,489.050   342,865.916   MT  1.00005617   -1 27 48.6
 RD2941;SPC WA S     -   109,871.99  1,124,885.93   sFT  1.00005617   -1 27 48.6
 RD2941;UTM  10      - 5,051,561.434   537,834.066   MT  0.99961760   +0 20 48.5
 RD2941
 RD2941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2941!SPC WA S     -   0.99998944  x   1.00005617  =   1.00004561
 RD2941!UTM  10      -   0.99998944  x   0.99961760  =   0.99960704
 RD2941
 RD2941:                Primary Azimuth Mark                     Grid Az
 RD2941:SPC WA S     -  B 7 2                                    100 00 09.7
 RD2941:UTM  10      -  B 7 2                                    098 11 32.6
 RD2941
 RD2941|---------------------------------------------------------------------|
 RD2941| PID    Reference Object                     Distance      Geod. Az  |
 RD2941|                                                           dddmmss.s |
 RD2941| RD2940 B 7 2                               APPROX. 0.9 KM 0983221.1 |
 RD2941|---------------------------------------------------------------------|
 RD2941
 RD2941                          SUPERSEDED SURVEY CONTROL
 RD2941
 RD2941  NAD 83(1991)-  45 36 59.64239(N)    122 30 53.03756(W) AD(       ) 3
 RD2941  NAD 83(1986)-  45 36 59.65858(N)    122 30 53.04097(W) AD(       ) 3
 RD2941  NAD 27      -  45 37 00.23038(N)    122 30 48.70118(W) AD(       ) 3
 RD2941
 RD2941.Superseded values are not recommended for survey control.
 RD2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2941.See file dsdata.txt to determine how the superseded data were derived.
 RD2941
 RD2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3783451561(NAD 83)
 RD2941_MARKER: DZ = AZIMUTH MARK DISK
 RD2941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2941_STAMPING: B 7 2 1979
 RD2941_MARK LOGO: NGS   
 RD2941_PROJECTION: FLUSH
 RD2941_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD2941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2941+STABILITY: SURFACE MOTION
 RD2941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD2941+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1984
 RD2941
 RD2941  HISTORY     - Date     Condition        Report By
 RD2941  HISTORY     - 1979     MONUMENTED       NGS
 RD2941  HISTORY     - 19840503 GOOD             NGS
 RD2941
 RD2941                          STATION DESCRIPTION
 RD2941
 RD2941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (LLR)
 RD2941'RECOVERED AS DESCRIBED. THE STATION WILL BE DESTROYED BY CONSTRUCTION.
 RD2941'A NEW POINT WAS SET IN THE VICINITY, SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4260 ***********************************************************************
 RD4260  DESIGNATION -  B 7 3 AZ MK
 RD4260  PID         -  RD4260
 RD4260  STATE/COUNTY-  WA/CLARK
 RD4260  USGS QUAD   -  MOUNT TABOR (1990)
 RD4260
 RD4260                         *CURRENT SURVEY CONTROL
 RD4260  ___________________________________________________________________
 RD4260* NAD 83(1986)-  45 37 00.     (N)    122 31 01.     (W)     SCALED    
 RD4260* NAVD 88     -        94.796  (meters)     311.01   (feet)  ADJUSTED  
 RD4260  ___________________________________________________________________
 RD4260  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 RD4260  DYNAMIC HT  -          94.796 (meters)     311.01  (feet)  COMP
 RD4260  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 RD4260
 RD4260  VERT ORDER  -  SECOND    CLASS II
 RD4260
 RD4260.The horizontal coordinates were scaled from a topographic map and have
 RD4260.an estimated accuracy of +/- 6 seconds.
 RD4260
 RD4260.The orthometric height was determined by differential leveling
 RD4260.and adjusted by the National Geodetic Survey in April 1995..
 RD4260
 RD4260.The geoid height was determined by GEOID03.
 RD4260
 RD4260.The dynamic height is computed by dividing the NAVD 88
 RD4260.geopotential number by the normal gravity value computed on the
 RD4260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4260.degrees latitude (g = 980.6199 gals.).
 RD4260
 RD4260.The modeled gravity was interpolated from observed gravity values.
 RD4260
 RD4260;                    North         East    Units  Estimated Accuracy
 RD4260;SPC WA S     -    33,500.      342,690.      MT  (+/- 180 meters Scaled)
 RD4260
 RD4260                          SUPERSEDED SURVEY CONTROL
 RD4260
 RD4260  NGVD 29 (03/17/92)   93.747  (m)          307.57   (f) ADJUSTED    2 2
 RD4260
 RD4260.Superseded values are not recommended for survey control.
 RD4260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4260.See file dsdata.txt to determine how the superseded data were derived.
 RD4260
 RD4260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER376515(NAD 83)
 RD4260_MARKER: DZ = AZIMUTH MARK DISK
 RD4260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4260_SP_SET: CONCRETE POST
 RD4260_STAMPING: B 7 3 NO 3 1984
 RD4260_MARK LOGO: NGS   
 RD4260_PROJECTION: FLUSH
 RD4260_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4260+STABILITY: SURFACE MOTION
 RD4260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4260+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1984
 RD4260
 RD4260  HISTORY     - Date     Condition        Report By
 RD4260  HISTORY     - 1984     MONUMENTED       NGS
 RD4260  HISTORY     - 19840503 GOOD             NGS
 RD4260  HISTORY     - 19891214 GOOD             WA-011
 RD4260  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 RD4260
 RD4260                          STATION DESCRIPTION
 RD4260
 RD4260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (LLR)
 RD4260'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) EAST OF VANCOUVER, 3.2
 RD4260'KM (2.00 MI) NORTH OF THE COLUMBIA RIVER, 1.6 KM (1.00 MI) EAST OF THE
 RD4260'EVERGREEN AIRPORT AND ON ROAD RIGHT-OF-WAY. TO REACH FROM THE JUNCTION
 RD4260'OF MILL PLAINE BOULEVARD AND INTERSTATE HIGHWAY 5 IN VANCOUVER, GO
 RD4260'EAST ON MILL PLAINE BOULEVARD FOR 10.46 KM (6.50 MI) TO THE
 RD4260'INTERSECTION OF SOUTHEAST 155TH STREET AND THE AZIMUTH MARK ON THE
 RD4260'LEFT. THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 RD4260'0.25 M (0.82 FT) IN DIAMETER AND PROJECTS 0.50 M (1.64 FT) ABOVE THE
 RD4260'GROUND SURFACE.  IT IS 29.4 M (96.5 FT) WEST OF THE CENTER OF
 RD4260'SOUTHEAST 155TH STREET, 15.3 M (50.2 FT) NORTH OF THE CENTER OF MILL
 RD4260'PLAINE BOULEVARD AND 0.6 M (2.0 FT) WEST OF A WITNESS POST AND 0.3 M
 RD4260'(1.0 FT) SOUTH OF A FENCE.
 RD4260
 RD4260                          STATION RECOVERY (1989)
 RD4260
 RD4260'RECOVERY NOTE BY CLARK COUNTY WASHINGTON 1989
 RD4260'ALONG SE MILL PLAIN RD, APPROX. 75 FT. WEST OF WESTERLY CURB LINE OF
 RD4260'SE 155TH AVENUE, 2.0 FT. NORTH OF NORTH SIDEWALK OF MILL PLAIN,
 RD4260'FOUND 3 1/2 INCH BRASS DISK SET IN CONCRETE, WITH NGS WITNESS POST 2
 RD4260'FT. WEST OF MON.
 RD4260
 RD4260                          STATION RECOVERY (2004)
 RD4260
 RD4260'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD4260'MILL PLAIN BLVD HAS BEEN WIDENED AND THE SIDEWALK MOVED NORTH, THE GPS
 RD4260'LONGITUDE WAS 650 PLUS FEET WEST OF THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0237 ***********************************************************************
 SW0237  DESIGNATION -  B 70
 SW0237  PID         -  SW0237
 SW0237  STATE/COUNTY-  WA/LINCOLN
 SW0237  USGS QUAD   -  SYLVAN LAKE (1968)
 SW0237
 SW0237                         *CURRENT SURVEY CONTROL
 SW0237  ___________________________________________________________________
 SW0237* NAD 83(1986)-  47 20 46.     (N)    118 33 52.     (W)     SCALED    
 SW0237* NAVD 88     -       533.171  (meters)    1749.25   (feet)  ADJUSTED  
 SW0237  ___________________________________________________________________
 SW0237  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 SW0237  DYNAMIC HT  -         533.201 (meters)    1749.34  (feet)  COMP
 SW0237  MODELED GRAV-     980,651.9   (mgal)                       NAVD 88
 SW0237
 SW0237  VERT ORDER  -  SECOND    CLASS 0
 SW0237
 SW0237.The horizontal coordinates were scaled from a topographic map and have
 SW0237.an estimated accuracy of +/- 6 seconds.
 SW0237
 SW0237.The orthometric height was determined by differential leveling
 SW0237.and adjusted by the National Geodetic Survey in June 1991..
 SW0237
 SW0237.The geoid height was determined by GEOID03.
 SW0237
 SW0237.The dynamic height is computed by dividing the NAVD 88
 SW0237.geopotential number by the normal gravity value computed on the
 SW0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0237.degrees latitude (g = 980.6199 gals.).
 SW0237
 SW0237.The modeled gravity was interpolated from observed gravity values.
 SW0237
 SW0237;                    North         East    Units  Estimated Accuracy
 SW0237;SPC WA N     -    41,010.      671,430.      MT  (+/- 180 meters Scaled)
 SW0237
 SW0237                          SUPERSEDED SURVEY CONTROL
 SW0237
 SW0237  NGVD 29 (??/??/92)  532.050  (m)         1745.57   (f) ADJ UNCH    2 0
 SW0237
 SW0237.Superseded values are not recommended for survey control.
 SW0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0237.See file dsdata.txt to determine how the superseded data were derived.
 SW0237
 SW0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN818448(NAD 83)
 SW0237_MARKER: DB = BENCH MARK DISK
 SW0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0237_STAMPING: B 70 1934
 SW0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0237+STABILITY: SURFACE MOTION
 SW0237
 SW0237  HISTORY     - Date     Condition        Report By
 SW0237  HISTORY     - 1934     MONUMENTED       CGS
 SW0237  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0237
 SW0237                          STATION DESCRIPTION
 SW0237
 SW0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SW0237'6.2 MI E FROM ODESSA.
 SW0237'6.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SW0237'ODESSA, 11 RAILS WEST OF A SMALL RAILROAD SIGNAL, 6 RAILS WEST OF A
 SW0237'PRIVATE CROSSING, 70 FEET NORTH OF MILEPOST 1547, 44-1/2 FEET NORTH OF
 SW0237'THE TRACK, AND 2-1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 SW0237'DISK, STAMPED B 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SW0237
 SW0237                          STATION RECOVERY (1968)
 SW0237
 SW0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1671 ***********************************************************************
 SA1671  DESIGNATION -  B 702
 SA1671  PID         -  SA1671
 SA1671  STATE/COUNTY-  WA/GRANT
 SA1671  USGS QUAD   -  BEVERLY NE (1965)
 SA1671
 SA1671                         *CURRENT SURVEY CONTROL
 SA1671  ___________________________________________________________________
 SA1671* NAD 83(1986)-  46 55 42.     (N)    119 46 16.     (W)     SCALED    
 SA1671* NAVD 88     -       341.04   (+/-2cm)    1118.9    (feet)  VERTCON   
 SA1671  ___________________________________________________________________
 SA1671  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 SA1671
 SA1671  VERT ORDER  -  ? (See Below)
 SA1671
 SA1671.The horizontal coordinates were scaled from a topographic map and have
 SA1671.an estimated accuracy of +/- 6 seconds.
 SA1671
 SA1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1671.The vertical order pertains to the NGVD 29 superseded value.
 SA1671
 SA1671.The geoid height was determined by GEOID03.
 SA1671
 SA1671;                    North         East    Units  Estimated Accuracy
 SA1671;SPC WA S     -   177,540.      555,510.      MT  (+/- 180 meters Scaled)
 SA1671
 SA1671                          SUPERSEDED SURVEY CONTROL
 SA1671
 SA1671  NGVD 29 (??/??/92)  339.934  (m)         1115.27   (f) ADJ UNCH    ?  
 SA1671
 SA1671.Superseded values are not recommended for survey control.
 SA1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1671.See file dsdata.txt to determine how the superseded data were derived.
 SA1671
 SA1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN890009(NAD 83)
 SA1671_MARKER: DD = SURVEY DISK
 SA1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1671_STAMPING: B 702 1937
 SA1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1671+STABILITY: SURFACE MOTION
 SA1671
 SA1671  HISTORY     - Date     Condition        Report By
 SA1671  HISTORY     - 1937     MONUMENTED       BOR
 SA1671  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA1671
 SA1671                          STATION DESCRIPTION
 SA1671
 SA1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1671'12 MI SE FROM VANTAGE.
 SA1671'IN GRANT COUNTY, 12 MILES SOUTHEAST ALONG A ROAD FROM VANTAGE,
 SA1671'KITTITAS COUNTY, AT THE SIDE OF SECTION CORNERS 26, 25, 35, AND 36, T.
 SA1671'17 N., R. 24 E., AT A ROAD INTERSECTION, 28 FEET WEST OF THE CENTER
 SA1671'LINE OF THE NORTH-AND-SOUTH ROAD, AND 20 FEET NORTH OF THE CENTER LINE
 SA1671'OF THE EAST-AND-WEST ROAD. A UNITED STATES BUREAU OF RECLAMATION
 SA1671'STANDARD DISK, STAMPED B 702 1937 AND SET IN THE TOP OF A CONCRETE
 SA1671'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0980 ***********************************************************************
 SV0980  DESIGNATION -  B 71
 SV0980  PID         -  SV0980
 SV0980  STATE/COUNTY-  WA/SPOKANE
 SV0980  USGS QUAD   -  AIRWAY HEIGHTS (1986)
 SV0980
 SV0980                         *CURRENT SURVEY CONTROL
 SV0980  ___________________________________________________________________
 SV0980* NAD 83(1986)-  47 41 36.     (N)    117 31 50.     (W)     SCALED    
 SV0980* NAVD 88     -       658.952  (meters)    2161.91   (feet)  ADJUSTED  
 SV0980  ___________________________________________________________________
 SV0980  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 SV0980  DYNAMIC HT  -         658.993 (meters)    2162.05  (feet)  COMP
 SV0980  MODELED GRAV-     980,651.9   (mgal)                       NAVD 88
 SV0980
 SV0980  VERT ORDER  -  SECOND    CLASS 0
 SV0980
 SV0980.The horizontal coordinates were scaled from a topographic map and have
 SV0980.an estimated accuracy of +/- 6 seconds.
 SV0980
 SV0980.The orthometric height was determined by differential leveling
 SV0980.and adjusted by the National Geodetic Survey in June 1991..
 SV0980
 SV0980.The geoid height was determined by GEOID03.
 SV0980
 SV0980.The dynamic height is computed by dividing the NAVD 88
 SV0980.geopotential number by the normal gravity value computed on the
 SV0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0980.degrees latitude (g = 980.6199 gals.).
 SV0980
 SV0980.The modeled gravity was interpolated from observed gravity values.
 SV0980
 SV0980;                    North         East    Units  Estimated Accuracy
 SV0980;SPC WA N     -    82,410.      747,840.      MT  (+/- 180 meters Scaled)
 SV0980
 SV0980                          SUPERSEDED SURVEY CONTROL
 SV0980
 SV0980  NGVD 29 (??/??/92)  657.783  (m)         2158.08   (f) ADJ UNCH    2 0
 SV0980
 SV0980.Superseded values are not recommended for survey control.
 SV0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0980.See file dsdata.txt to determine how the superseded data were derived.
 SV0980
 SV0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN601823(NAD 83)
 SV0980_MARKER: DB = BENCH MARK DISK
 SV0980_SETTING: 66 = SET IN ROCK OUTCROP
 SV0980_SP_SET: ROCK OUTCROP
 SV0980_STAMPING: B 71 1934
 SV0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0980+STABILITY: POSITION/ELEVATION WELL
 SV0980
 SV0980  HISTORY     - Date     Condition        Report By
 SV0980  HISTORY     - 1934     MONUMENTED       CGS
 SV0980  HISTORY     - 1963     MARK NOT FOUND   USGS
 SV0980  HISTORY     - 20020210 MARK NOT FOUND   WA-063
 SV0980
 SV0980                          STATION DESCRIPTION
 SV0980
 SV0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SV0980'IN HIGHLAND.
 SV0980'ALONG GREAT NORTHERN RAILROAD RIGHT OF WAY, 56 3/4 RAIL LENGTHS
 SV0980'APPROXIMATELY 637 YARDS SOUTH OF MILE POST 1486, 30 RAIL LENGTHS SOUTH
 SV0980'OF SIGNBOARD MARKED HIGHLAND, 3 3/4 RAIL LENGTHS NORTH OF CROSSING, 35
 SV0980'FEET EAST OF TRACK, ON TOP 2 FT. X 5 FT. LAVA OUT CROP ROCK, 18 INCHES
 SV0980'HIGH.
 SV0980
 SV0980                          STATION RECOVERY (1963)
 SV0980
 SV0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 SV0980'MARK NOT FOUND.
 SV0980
 SV0980                          STATION RECOVERY (2002)
 SV0980
 SV0980'RECOVERY NOTE BY SPOKANE COUNTY WASHINGTON 2002 (JM)
 SV0980'FOUND 2' X 5' LAVA OUTCROP 35' EAST OF OLD RR BED.  TOP OF ROCK HAS
 SV0980'BEEN DESTROYED. NO EVIDENCE OF MARK COULD BE FOUND ON TOP OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0178 ***********************************************************************
 SX0178  DESIGNATION -  B 71
 SX0178  PID         -  SX0178
 SX0178  STATE/COUNTY-  WA/KITTITAS
 SX0178  USGS QUAD   -  COLOCKUM PASS (1987)
 SX0178
 SX0178                         *CURRENT SURVEY CONTROL
 SX0178  ___________________________________________________________________
 SX0178* NAD 83(1986)-  47 13 21.     (N)    120 15 38.     (W)     SCALED    
 SX0178* NAVD 88     -      1506.692  (meters)    4943.21   (feet)  ADJUSTED  
 SX0178  ___________________________________________________________________
 SX0178  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 SX0178  DYNAMIC HT  -        1506.502 (meters)    4942.58  (feet)  COMP
 SX0178  MODELED GRAV-     980,432.2   (mgal)                       NAVD 88
 SX0178
 SX0178  VERT ORDER  -  SECOND    CLASS 0
 SX0178
 SX0178.The horizontal coordinates were scaled from a topographic map and have
 SX0178.an estimated accuracy of +/- 6 seconds.
 SX0178
 SX0178.The orthometric height was determined by differential leveling
 SX0178.and adjusted by the National Geodetic Survey in June 1991..
 SX0178.WARNING-Repeat measurements at this control monument indicate possible
 SX0178.vertical movement.
 SX0178
 SX0178.The geoid height was determined by GEOID03.
 SX0178
 SX0178.The dynamic height is computed by dividing the NAVD 88
 SX0178.geopotential number by the normal gravity value computed on the
 SX0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0178.degrees latitude (g = 980.6199 gals.).
 SX0178
 SX0178.The modeled gravity was interpolated from observed gravity values.
 SX0178
 SX0178;                    North         East    Units  Estimated Accuracy
 SX0178;SPC WA S     -   210,020.      518,140.      MT  (+/- 180 meters Scaled)
 SX0178
 SX0178                          SUPERSEDED SURVEY CONTROL
 SX0178
 SX0178  NGVD 29 (??/??/92) 1505.419  (m)         4939.03   (f) ADJ UNCH    2 0
 SX0178
 SX0178.Superseded values are not recommended for survey control.
 SX0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0178.See file dsdata.txt to determine how the superseded data were derived.
 SX0178
 SX0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT073335(NAD 83)
 SX0178_MARKER: DB = BENCH MARK DISK
 SX0178_SETTING: 80 = SET IN A BOULDER
 SX0178_SP_SET: BOULDER
 SX0178_STAMPING: B 71 1935
 SX0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0178+STABILITY: SURFACE MOTION
 SX0178
 SX0178  HISTORY     - Date     Condition        Report By
 SX0178  HISTORY     - 1935     MONUMENTED       CGS
 SX0178  HISTORY     - 1949     GOOD             NGS
 SX0178  HISTORY     - 1965     MARK NOT FOUND   NGS
 SX0178
 SX0178                          STATION DESCRIPTION
 SX0178
 SX0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0178'14.7 MI SW FROM ROCK ISLAND.
 SX0178'14.7 MILES SOUTHWEST ALONG THE COLUCKUM PASS ROAD FROM THE SOUTHEAST
 SX0178'END OF ROCK ISLAND DAM NEAR ROCK ISLAND, 26.2 MILES NORTHEAST OF
 SX0178'ELLENSBURG, 0.15 MILE NORTH OF THE JUNCTION OF BREWTON ROAD, AT THE
 SX0178'JUNCTION OF A LOGGING ROAD LEADING WEST, IN THE TOP OF A 1- BY 2-FOOT
 SX0178'OUTCROPPING BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, 19 FEET EAST
 SX0178'OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTHEAST OF A 36-INCH FIR
 SX0178'STUMP, AND ABOUT LEVEL WITH THE ROAD.
 SX0178
 SX0178                          STATION RECOVERY (1965)
 SX0178
 SX0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SX0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0417 ***********************************************************************
 SW0417  DESIGNATION -  B 72
 SW0417  PID         -  SW0417
 SW0417  STATE/COUNTY-  WA/GRANT
 SW0417  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW0417
 SW0417                         *CURRENT SURVEY CONTROL
 SW0417  ___________________________________________________________________
 SW0417* NAD 83(1986)-  47 54 31.     (N)    118 59 39.     (W)     SCALED    
 SW0417* NAVD 88     -       725.238  (meters)    2379.39   (feet)  ADJUSTED  
 SW0417  ___________________________________________________________________
 SW0417  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SW0417  DYNAMIC HT  -         725.299 (meters)    2379.59  (feet)  COMP
 SW0417  MODELED GRAV-     980,672.3   (mgal)                       NAVD 88
 SW0417
 SW0417  VERT ORDER  -  SECOND    CLASS 0
 SW0417
 SW0417.The horizontal coordinates were scaled from a topographic map and have
 SW0417.an estimated accuracy of +/- 6 seconds.
 SW0417
 SW0417.The orthometric height was determined by differential leveling
 SW0417.and adjusted by the National Geodetic Survey in June 1991..
 SW0417
 SW0417.The geoid height was determined by GEOID03.
 SW0417
 SW0417.The dynamic height is computed by dividing the NAVD 88
 SW0417.geopotential number by the normal gravity value computed on the
 SW0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0417.degrees latitude (g = 980.6199 gals.).
 SW0417
 SW0417.The modeled gravity was interpolated from observed gravity values.
 SW0417
 SW0417;                    North         East    Units  Estimated Accuracy
 SW0417;SPC WA S     -   287,350.      612,590.      MT  (+/- 180 meters Scaled)
 SW0417
 SW0417                          SUPERSEDED SURVEY CONTROL
 SW0417
 SW0417  NGVD 29 (??/??/92)  724.042  (m)         2375.46   (f) ADJ UNCH    2 0
 SW0417
 SW0417.Superseded values are not recommended for survey control.
 SW0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0417.See file dsdata.txt to determine how the superseded data were derived.
 SW0417
 SW0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP509080(NAD 83)
 SW0417_MARKER: DB = BENCH MARK DISK
 SW0417_SETTING: 66 = SET IN ROCK OUTCROP
 SW0417_SP_SET: ROCK OUTCROP
 SW0417_STAMPING: B 72 1935
 SW0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0417+STABILITY: POSITION/ELEVATION WELL
 SW0417
 SW0417  HISTORY     - Date     Condition        Report By
 SW0417  HISTORY     - 1935     MONUMENTED       CGS
 SW0417  HISTORY     - 1966     GOOD             NGS
 SW0417
 SW0417                          STATION DESCRIPTION
 SW0417
 SW0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0417'0.6 MI SE FROM GRAND COULEE.
 SW0417'0.6 MILE SOUTHEAST ON STATE HIGHWAY 174 FROM GRAND COULEE, THEN 2.9
 SW0417'MILES SOUTH ON THE BLACKTOP COUNTY ROAD TO ALMIRA TO THE MARK AT THE
 SW0417'BEGINNING OF A CURVE TO THE LEFT, 34 FEET NORTHEAST OF THE CENTER OF
 SW0417'THE ROAD, 20 FEET NORTH OF THE SOUTHEAST END OF A 3-FOOT CUT BANK ON
 SW0417'NORTHEAST SIDE OF THE ROAD (THIS BANK IS ABOUT 40 YARDS LONG, WITH
 SW0417'ABOUT 30 FEET OF ROCK SHOWING NEAR THE SOUTHEAST END OF THE CUT), 19
 SW0417'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK IN AN
 SW0417'EXPOSED LAVA OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND ON THE
 SW0417'SOUTHEAST SIDE OF A LOW HILL AND ABOUT 3 1/2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0402 ***********************************************************************
 SA0402  DESIGNATION -  B 76
 SA0402  PID         -  SA0402
 SA0402  STATE/COUNTY-  WA/WALLA WALLA
 SA0402  USGS QUAD   -  PAGE (1991)
 SA0402
 SA0402                         *CURRENT SURVEY CONTROL
 SA0402  ___________________________________________________________________
 SA0402* NAD 83(1986)-  46 17 51.     (N)    118 43 08.     (W)     SCALED    
 SA0402* NAVD 88     -       252.207  (meters)     827.45   (feet)  ADJUSTED  
 SA0402  ___________________________________________________________________
 SA0402  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SA0402  DYNAMIC HT  -         252.208 (meters)     827.45  (feet)  COMP
 SA0402  MODELED GRAV-     980,612.1   (mgal)                       NAVD 88
 SA0402
 SA0402  VERT ORDER  -  SECOND    CLASS 0
 SA0402
 SA0402.The horizontal coordinates were scaled from a topographic map and have
 SA0402.an estimated accuracy of +/- 6 seconds.
 SA0402
 SA0402.The orthometric height was determined by differential leveling
 SA0402.and adjusted by the National Geodetic Survey in June 1991..
 SA0402
 SA0402.The geoid height was determined by GEOID03.
 SA0402
 SA0402.The dynamic height is computed by dividing the NAVD 88
 SA0402.geopotential number by the normal gravity value computed on the
 SA0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0402.degrees latitude (g = 980.6199 gals.).
 SA0402
 SA0402.The modeled gravity was interpolated from observed gravity values.
 SA0402
 SA0402;                    North         East    Units  Estimated Accuracy
 SA0402;SPC WA S     -   108,720.      637,210.      MT  (+/- 180 meters Scaled)
 SA0402
 SA0402                          SUPERSEDED SURVEY CONTROL
 SA0402
 SA0402  NGVD 29 (??/??/92)  251.204  (m)          824.16   (f) ADJ UNCH    2 0
 SA0402
 SA0402.Superseded values are not recommended for survey control.
 SA0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0402.See file dsdata.txt to determine how the superseded data were derived.
 SA0402
 SA0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM676285(NAD 83)
 SA0402_MARKER: DB = BENCH MARK DISK
 SA0402_SETTING: 0 = UNSPECIFIED SETTING
 SA0402_STAMPING: B76 1934
 SA0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0402
 SA0402  HISTORY     - Date     Condition        Report By
 SA0402  HISTORY     - 1934     MONUMENTED       CGS
 SA0402  HISTORY     - 1966     MARK NOT FOUND   USGS
 SA0402
 SA0402                          STATION DESCRIPTION
 SA0402
 SA0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SA0402'5.1 MI W FROM EUREKA.
 SA0402'5.1 MI. ALONG COUNTY ROAD FROM PAGE TO EUREKA FROM U.P.RR.STATION.
 SA0402'WEST OF THE STATION ALONG THE RIGHT OF WAY OF COUNTY ROAD FROM PAGE
 SA0402'RR. STATION TO EUREKA.  AT JCT. OF ROAD TO EUREKA AND BURBANK, 0.1 MI.
 SA0402'EAST OF CURVE OF ROAD, 38 FEET NORTH OF CENTER LINE OF ROAD, AND 1
 SA0402'FOOT SOUTH OF FENCE.
 SA0402
 SA0402                          STATION RECOVERY (1966)
 SA0402
 SA0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SA0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0483 ***********************************************************************
 TR0483  DESIGNATION -  B 8
 TR0483  PID         -  TR0483
 TR0483  STATE/COUNTY-  WA/ISLAND
 TR0483  USGS QUAD   -  OAK HARBOR (1973)
 TR0483
 TR0483                         *CURRENT SURVEY CONTROL
 TR0483  ___________________________________________________________________
 TR0483* NAD 83(1991)-  48 19 33.45627(N)    122 40 47.78807(W)     ADJUSTED  
 TR0483* NAVD 88     -        36.329  (meters)     119.19   (feet)  ADJUSTED  
 TR0483  ___________________________________________________________________
 TR0483  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 TR0483  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR0483  DYNAMIC HT  -          36.338 (meters)     119.22  (feet)  COMP
 TR0483  MODELED GRAV-     980,855.9   (mgal)                       NAVD 88
 TR0483
 TR0483  HORZ ORDER  -  THIRD
 TR0483  VERT ORDER  -  FIRST     CLASS II
 TR0483
 TR0483.The horizontal coordinates were established by classical geodetic methods
 TR0483.and adjusted by the National Geodetic Survey in December 1991..
 TR0483
 TR0483.The orthometric height was determined by differential leveling
 TR0483.and adjusted by the National Geodetic Survey in June 1991..
 TR0483
 TR0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0483
 TR0483.The geoid height was determined by GEOID03.
 TR0483
 TR0483.The dynamic height is computed by dividing the NAVD 88
 TR0483.geopotential number by the normal gravity value computed on the
 TR0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0483.degrees latitude (g = 980.6199 gals.).
 TR0483
 TR0483.The modeled gravity was interpolated from observed gravity values.
 TR0483
 TR0483;                    North         East     Units Scale Factor Converg.
 TR0483;SPC WA N     -   149,067.308   363,086.704   MT  0.99994883   -1 22 29.4
 TR0483;SPC WA N     -   489,064.99  1,191,226.96   sFT  0.99994883   -1 22 29.4
 TR0483;UTM  10      - 5,352,579.860   523,724.153   MT  0.99960692   +0 14 20.6
 TR0483
 TR0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0483!SPC WA N     -   0.99999779  x   0.99994883  =   0.99994662
 TR0483!UTM  10      -   0.99999779  x   0.99960692  =   0.99960471
 TR0483
 TR0483:                Primary Azimuth Mark                     Grid Az
 TR0483:SPC WA N     -  B 7                                      091 15 43.7
 TR0483:UTM  10      -  B 7                                      089 38 53.7
 TR0483
 TR0483|---------------------------------------------------------------------|
 TR0483| PID    Reference Object                     Distance      Geod. Az  |
 TR0483|                                                           dddmmss.s |
 TR0483| TR0482 B 7                                 APPROX. 0.5 KM 0895314.3 |
 TR0483| TR1374 SECTION CORNER MONUMENT 1952         18.321 METERS 26840     |
 TR0483|---------------------------------------------------------------------|
 TR0483
 TR0483                          SUPERSEDED SURVEY CONTROL
 TR0483
 TR0483  NAD 83(1986)-  48 19 33.45845(N)    122 40 47.79070(W) AD(       ) 3
 TR0483  NAD 27      -  48 19 34.09600(N)    122 40 43.16400(W) AD(       ) 3
 TR0483  NGVD 29 (??/??/92)   35.182  (m)          115.43   (f) ADJ UNCH    1 2
 TR0483
 TR0483.Superseded values are not recommended for survey control.
 TR0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0483.See file dsdata.txt to determine how the superseded data were derived.
 TR0483
 TR0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2372452580(NAD 83)
 TR0483_MARKER: DB = BENCH MARK DISK
 TR0483_SETTING: 0 = UNSPECIFIED SETTING
 TR0483_STAMPING: B 8 1952
 TR0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0483
 TR0483  HISTORY     - Date     Condition        Report By
 TR0483  HISTORY     - 1952     MONUMENTED       CGS
 TR0483  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0483  HISTORY     - 1973     GOOD             USGS
 TR0483
 TR0483                          STATION DESCRIPTION
 TR0483
 TR0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0483'THE STATION IS AT A T JUNCTION OF CLOVER VALLEY ROAD AND A ROAD
 TR0483'LEADING NORTH, 1.2 MILES WEST OF JUNCTION OF CLOVER VALLEY ROAD
 TR0483'AND STATE HIGHWAY 1-D.
 TR0483'
 TR0483'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-8, 1952, SET IN
 TR0483'A CONCRETE MONUMENT FLUSH WITH THE GROUND, WHICH IS 67 FT. SOUTHEAST
 TR0483'OF THE CENTERLINE OF THE T ROAD LEADING NORTH AND 42.5 FT. SOUTH
 TR0483'OF THE CENTERLINE OF CLOVER VALLEY ROAD.
 TR0483
 TR0483                          STATION RECOVERY (1960)
 TR0483
 TR0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0483'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR0483'MARK IS 65.4 FT. SOUTH SOUTHEAST OF A POWER POLE, 112.0
 TR0483'FT. SOUTHEAST OF A POWER POLE AND 44.3 FT. SOUTH OF THE CENTERLINE
 TR0483'OF THE ROAD.
 TR0483
 TR0483                          STATION RECOVERY (1973)
 TR0483
 TR0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0483'4.3 MI NW FROM OAK HARBOR.
 TR0483'0.2 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0483'THENCE NORTH 1.5 MILES ALONG STATE HWY. 20.  THENCE 1.3 MILES N. ALONG
 TR0483'GOLDIE ROAD.  THENCE 0.9 MILE WEST ALONG AULT FIELD ROAD AND CLOVER
 TR0483'VALLEY ROAD.  AT T JCT. OF A PAVED ROAD NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0600 ***********************************************************************
 SA0600  DESIGNATION -  B 802
 SA0600  PID         -  SA0600
 SA0600  STATE/COUNTY-  WA/ADAMS
 SA0600  USGS QUAD   -  ROXBORO (1970)
 SA0600
 SA0600                         *CURRENT SURVEY CONTROL
 SA0600  ___________________________________________________________________
 SA0600* NAD 83(1986)-  46 55 21.     (N)    118 45 39.     (W)     SCALED    
 SA0600* NAVD 88     -       390.02   (+/-2cm)    1279.6    (feet)  VERTCON   
 SA0600  ___________________________________________________________________
 SA0600  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 SA0600
 SA0600  VERT ORDER  -  ? (See Below)
 SA0600
 SA0600.The horizontal coordinates were scaled from a topographic map and have
 SA0600.an estimated accuracy of +/- 6 seconds.
 SA0600
 SA0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0600.The vertical order pertains to the NGVD 29 superseded value.
 SA0600
 SA0600.The geoid height was determined by GEOID03.
 SA0600
 SA0600;                    North         East    Units  Estimated Accuracy
 SA0600;SPC WA S     -   178,100.      632,450.      MT  (+/- 180 meters Scaled)
 SA0600
 SA0600                          SUPERSEDED SURVEY CONTROL
 SA0600
 SA0600  NGVD 29 (??/??/92)  388.901  (m)         1275.92   (f) ADJ UNCH    ?  
 SA0600
 SA0600.Superseded values are not recommended for survey control.
 SA0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0600.See file dsdata.txt to determine how the superseded data were derived.
 SA0600
 SA0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM659980(NAD 83)
 SA0600_MARKER: R = RIVET
 SA0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0600_SP_SET: CONCRETE BASE
 SA0600_STAMPING: B 802
 SA0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0600
 SA0600  HISTORY     - Date     Condition        Report By
 SA0600  HISTORY     - UNK      MONUMENTED       BOR
 SA0600  HISTORY     - 1936     GOOD             NGS
 SA0600
 SA0600                          STATION DESCRIPTION
 SA0600
 SA0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SA0600'0.4 MI W FROM SERVIA.
 SA0600'0.4 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SA0600'RAILWAY FROM SERVIA, AT THE WEST END OF SERVIA SIDING, 15 FEET NORTH
 SA0600'OF THE MAIN-LINE TRACK, AT SIGNAL 76/3, AND ON THE TOP OF THE NORTH
 SA0600'SIDE OF THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1226 ***********************************************************************
 TR1226  DESIGNATION -  B 81 PLUS 20.8 USE 1939
 TR1226  PID         -  TR1226
 TR1226  STATE/COUNTY-  WA/SKAGIT
 TR1226  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1226
 TR1226                         *CURRENT SURVEY CONTROL
 TR1226  ___________________________________________________________________
 TR1226* NAD 83(1991)-  48 26 16.13763(N)    122 30 08.97859(W)     ADJUSTED  
 TR1226* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1226  ___________________________________________________________________
 TR1226  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 TR1226  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 TR1226
 TR1226  HORZ ORDER  -  THIRD
 TR1226
 TR1226.The horizontal coordinates were established by classical geodetic methods
 TR1226.and adjusted by the National Geodetic Survey in December 1991..
 TR1226
 TR1226.The orthometric height was scaled from a topographic map.
 TR1226
 TR1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1226
 TR1226.The geoid height was determined by GEOID03.
 TR1226
 TR1226;                    North         East     Units Scale Factor Converg.
 TR1226;SPC WA N     -   161,201.396   376,510.759   MT  0.99995783   -1 14 33.8
 TR1226;SPC WA N     -   528,874.91  1,235,269.05   sFT  0.99995783   -1 14 33.8
 TR1226;UTM  10      - 5,365,083.053   536,796.559   MT  0.99961664   +0 22 20.1
 TR1226
 TR1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1226!SPC WA N     -   1.00000311  x   0.99995783  =   0.99996094
 TR1226!UTM  10      -   1.00000311  x   0.99961664  =   0.99961975
 TR1226
 TR1226                          SUPERSEDED SURVEY CONTROL
 TR1226
 TR1226  NAD 83(1986)-  48 26 16.14101(N)    122 30 08.98376(W) AD(       ) 3
 TR1226  NAD 27      -  48 26 16.76300(N)    122 30 04.38400(W) AD(       ) 3
 TR1226
 TR1226.Superseded values are not recommended for survey control.
 TR1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1226.See file dsdata.txt to determine how the superseded data were derived.
 TR1226
 TR1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3679765083(NAD 83)
 TR1226_MARKER: Z = SEE DESCRIPTION
 TR1226_SETTING: 0 = UNSPECIFIED SETTING
 TR1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1226
 TR1226  HISTORY     - Date     Condition        Report By
 TR1226  HISTORY     - 1939     MONUMENTED       USE
 TR1226  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1226
 TR1226                          STATION DESCRIPTION
 TR1226
 TR1226'DESCRIBED BY US ENGINEERS 1939 (RWK)
 TR1226'ON THE TOP OF THE DIKE ON THE W SIDE OF SWINOMISH SLOUGH, ABOUT
 TR1226'1.4 MILES S OF THE HIGHWAY BRIDGE (STATE 1 HIGHWAY), OPPOSITE THE
 TR1226'S END OF A SMALL ISLAND RESTING IN THE MOUTH OF A DEEP RECESS
 TR1226'OF THE SLOUGH, ABOUT 30 METERS N OF A SLIGHT BEND IN THE DIKE,
 TR1226'A U.S.E. STANDARD DISK SET IN A LENGTH OF 4-INCH PIPE, FLUSH WITH
 TR1226'THE GROUND.
 TR1226
 TR1226                          STATION RECOVERY (1960)
 TR1226
 TR1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1226'THE STATION WAS NOT RECOVERED
 TR1226'
 TR1226'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT NO TRACE OF
 TR1226'THE MARK WAS FOUND.  SWINOMISH CHANNEL DIKE HAS BEEN RAISED AND
 TR1226'IT IS POSSIBLE THAT THE MARK HAS BEEN COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0201 ***********************************************************************
 SC0201  DESIGNATION -  B 9
 SC0201  PID         -  SC0201
 SC0201  STATE/COUNTY-  WA/COWLITZ
 SC0201  USGS QUAD   -  NAPAVINE (1993)
 SC0201
 SC0201                         *CURRENT SURVEY CONTROL
 SC0201  ___________________________________________________________________
 SC0201* NAD 83(1986)-  46 34 27.     (N)    122 54 32.     (W)     SCALED    
 SC0201* NAVD 88     -       136.489  (meters)     447.80   (feet)  ADJUSTED  
 SC0201  ___________________________________________________________________
 SC0201  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 SC0201  DYNAMIC HT  -         136.499 (meters)     447.83  (feet)  COMP
 SC0201  MODELED GRAV-     980,689.0   (mgal)                       NAVD 88
 SC0201
 SC0201  VERT ORDER  -  FIRST     CLASS II
 SC0201
 SC0201.The horizontal coordinates were scaled from a topographic map and have
 SC0201.an estimated accuracy of +/- 6 seconds.
 SC0201
 SC0201.The orthometric height was determined by differential leveling
 SC0201.and adjusted by the National Geodetic Survey in June 1991..
 SC0201.WARNING-Repeat measurements at this control monument indicate possible
 SC0201.vertical movement.
 SC0201
 SC0201.The geoid height was determined by GEOID03.
 SC0201
 SC0201.The dynamic height is computed by dividing the NAVD 88
 SC0201.geopotential number by the normal gravity value computed on the
 SC0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0201.degrees latitude (g = 980.6199 gals.).
 SC0201
 SC0201.The modeled gravity was interpolated from observed gravity values.
 SC0201
 SC0201;                    North         East    Units  Estimated Accuracy
 SC0201;SPC WA S     -   140,740.      315,380.      MT  (+/- 180 meters Scaled)
 SC0201
 SC0201                          SUPERSEDED SURVEY CONTROL
 SC0201
 SC0201  NGVD 29 (05/16/90)  135.458  (m)          444.42   (f) ADJUSTED    1 2
 SC0201
 SC0201.Superseded values are not recommended for survey control.
 SC0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0201.See file dsdata.txt to determine how the superseded data were derived.
 SC0201
 SC0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES069578(NAD 83)
 SC0201_MARKER: DB = BENCH MARK DISK
 SC0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0201_SP_SET: STEP
 SC0201_STAMPING: B 9 1920 ELEV 443.989 FT
 SC0201_MARK LOGO: CGS   
 SC0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0201
 SC0201  HISTORY     - Date     Condition        Report By
 SC0201  HISTORY     - 1920     MONUMENTED       CGS
 SC0201  HISTORY     - 1935     GOOD             NGS
 SC0201  HISTORY     - 1987     GOOD             NGS
 SC0201
 SC0201                          STATION DESCRIPTION
 SC0201
 SC0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0201'IN NAPAVINE.
 SC0201'AT NAPAVINE, LEWIS COUNTY, ON WASHINGTON STREET, 150 FEET EAST OF THE
 SC0201'CENTER LINE OF THE NORTHERN PACIFIC RAILWAY TRACK, AT THE MAIN
 SC0201'ENTRANCE TO THE LEWIS COUNTY LANDS COMPANY BUILDING (FORMERLY THE
 SC0201'NAPAVINE STATE BANK), IN THE TOP OF THE WEST END OF THE CONCRETE STEP,
 SC0201'40 FEET NORTH OF THE CENTER LINE OF THE STREET, AND ABOUT 6 INCHES
 SC0201'HIGHER THAN THE SIDEWALK.  A STANDARD DISK, STAMPED ELEV 443.989 FT B
 SC0201'9 1920.
 SC0201
 SC0201                          STATION RECOVERY (1987)
 SC0201
 SC0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0201'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN LINE 34 WASH IS
 SC0201'ADEQUATE EXCEPT ADD-- THE MARK IS NOW FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0484 ***********************************************************************
 TR0484  DESIGNATION -  B 9
 TR0484  PID         -  TR0484
 TR0484  STATE/COUNTY-  WA/ISLAND
 TR0484  USGS QUAD   -  OAK HARBOR (1973)
 TR0484
 TR0484                         *CURRENT SURVEY CONTROL
 TR0484  ___________________________________________________________________
 TR0484* NAD 83(1991)-  48 19 34.17737(N)    122 41 12.22556(W)     ADJUSTED  
 TR0484* NAVD 88     -        27.498  (meters)      90.22   (feet)  ADJUSTED  
 TR0484  ___________________________________________________________________
 TR0484  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 TR0484  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TR0484  DYNAMIC HT  -          27.505 (meters)      90.24  (feet)  COMP
 TR0484  MODELED GRAV-     980,857.3   (mgal)                       NAVD 88
 TR0484
 TR0484  HORZ ORDER  -  THIRD
 TR0484  VERT ORDER  -  FIRST     CLASS II
 TR0484
 TR0484.The horizontal coordinates were established by classical geodetic methods
 TR0484.and adjusted by the National Geodetic Survey in December 1991..
 TR0484
 TR0484.The orthometric height was determined by differential leveling
 TR0484.and adjusted by the National Geodetic Survey in June 1991..
 TR0484
 TR0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0484
 TR0484.The geoid height was determined by GEOID03.
 TR0484
 TR0484.The dynamic height is computed by dividing the NAVD 88
 TR0484.geopotential number by the normal gravity value computed on the
 TR0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0484.degrees latitude (g = 980.6199 gals.).
 TR0484
 TR0484.The modeled gravity was interpolated from observed gravity values.
 TR0484
 TR0484;                    North         East     Units Scale Factor Converg.
 TR0484;SPC WA N     -   149,101.673   362,584.039   MT  0.99994885   -1 22 47.6
 TR0484;SPC WA N     -   489,177.74  1,189,577.80   sFT  0.99994885   -1 22 47.6
 TR0484;UTM  10      - 5,352,600.047   523,220.892   MT  0.99960662   +0 14 02.4
 TR0484
 TR0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0484!SPC WA N     -   0.99999917  x   0.99994885  =   0.99994802
 TR0484!UTM  10      -   0.99999917  x   0.99960662  =   0.99960579
 TR0484
 TR0484                          SUPERSEDED SURVEY CONTROL
 TR0484
 TR0484  NAD 83(1986)-  48 19 34.17941(N)    122 41 12.22812(W) AD(       ) 3
 TR0484  NAD 27      -  48 19 34.81700(N)    122 41 07.60100(W) AD(       ) 3
 TR0484  NGVD 29 (??/??/92)   26.353  (m)           86.46   (f) ADJ UNCH    1 2
 TR0484
 TR0484.Superseded values are not recommended for survey control.
 TR0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0484.See file dsdata.txt to determine how the superseded data were derived.
 TR0484
 TR0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2322152600(NAD 83)
 TR0484_MARKER: DB = BENCH MARK DISK
 TR0484_SETTING: 0 = UNSPECIFIED SETTING
 TR0484_STAMPING: B 9 1952
 TR0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0484
 TR0484  HISTORY     - Date     Condition        Report By
 TR0484  HISTORY     - 1952     MONUMENTED       CGS
 TR0484  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0484  HISTORY     - 1973     GOOD             USGS
 TR0484
 TR0484                          STATION DESCRIPTION
 TR0484
 TR0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0484'THE STATION IS ON THE NORTH SIDE OF THE ROAD AT THE N.A.S. SHOTGUN
 TR0484'RANGE, 1.6 MILES WEST OF THE JUNCTION OF THE CLOVER VALLEY ROAD
 TR0484'AND THE STATE HIGHWAY 1-D.
 TR0484'
 TR0484'THE MARK IS A STANDARD BRONZE DISK, STAMPED B-9, 1952, SET IN
 TR0484'A CONCRETE MONUMENT PROJECTING 0.1 FT. ABOVE THE GROUND, WHICH IS
 TR0484'90.0 FT. EAST OF THE CENTERLINE OF THE GRAVEL ENTRANCE TO RANGE,
 TR0484'78.6 FT. EAST OF SOUTHEAST CORNER OF BUILDING AND 33.0 FT. NORTH
 TR0484'OF CENTERLINE OF CLOVER VALLEY ROAD.
 TR0484
 TR0484                          STATION RECOVERY (1960)
 TR0484
 TR0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0484'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR0484'MARK IS 2 FEET SOUTH OF A WITNESS POST.
 TR0484
 TR0484                          STATION RECOVERY (1973)
 TR0484
 TR0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0484'4.2 MI NW FROM OAK HARBOR.
 TR0484'0.2 MILES WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR.
 TR0484'THENCE 0.55 MILE SW. ALONG HWY 20.  THENCE 0.35 MILE NW. ALONG
 TR0484'SWANTOWN ROAD.  THENCE 2.5 MILES N. ALONG HELLER ROAD.  THENCE 0.55
 TR0484'MILE WEST ALONG CLOVER VALLEY ROAD.  AT THE WHIDBEY ISLAND NAVAL AIR
 TR0484'STATION SHOTGUN RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4443 ***********************************************************************
 SY4443  DESIGNATION -  B BOEING 1953
 SY4443  PID         -  SY4443
 SY4443  STATE/COUNTY-  WA/KING
 SY4443  USGS QUAD   -  POVERTY BAY (1994)
 SY4443
 SY4443                         *CURRENT SURVEY CONTROL
 SY4443  ___________________________________________________________________
 SY4443* NAD 83(1991)-  47 32 10.95365(N)    122 18 31.55541(W)     ADJUSTED  
 SY4443* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY4443  ___________________________________________________________________
 SY4443  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 SY4443  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 SY4443
 SY4443  HORZ ORDER  -  SECOND
 SY4443
 SY4443.This mark is at Boeing Fld/king Co Intl Airport (BFI)
 SY4443
 SY4443.The horizontal coordinates were established by classical geodetic methods
 SY4443.and adjusted by the National Geodetic Survey in December 1991..
 SY4443
 SY4443.The orthometric height was scaled from a topographic map.
 SY4443
 SY4443.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4443
 SY4443.The geoid height was determined by GEOID03.
 SY4443
 SY4443;                    North         East     Units Scale Factor Converg.
 SY4443;SPC WA N     -    60,700.309   388,920.029   MT  0.99999341   -1 05 54.6
 SY4443;SPC WA N     -   199,147.60  1,275,981.80   sFT  0.99999341   -1 05 54.6
 SY4443;UTM  10      - 5,265,003.941   552,023.170   MT  0.99963326   +0 30 35.8
 SY4443
 SY4443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4443!SPC WA N     -   1.00000302  x   0.99999341  =   0.99999643
 SY4443!UTM  10      -   1.00000302  x   0.99963326  =   0.99963628
 SY4443
 SY4443|---------------------------------------------------------------------|
 SY4443| PID    Reference Object                     Distance      Geod. Az  |
 SY4443|                                                           dddmmss.s |
 SY4443| SY0242 BOEING MAGNETIC                     374.615 METERS 01733     |
 SY4443| SY4401 SEATTLE BOEING FIELD BEACON         357.952 METERS 08243     |
 SY4443| SY4419 A BOEING                            499.108 METERS 3301157.1 |
 SY4443|---------------------------------------------------------------------|
 SY4443
 SY4443                          SUPERSEDED SURVEY CONTROL
 SY4443
 SY4443  NAD 83(1986)-  47 32 10.94758(N)    122 18 31.56278(W) AD(       ) 2
 SY4443  NAD 27      -  47 32 11.59100(N)    122 18 27.11500(W) AD(       ) 2
 SY4443
 SY4443.Superseded values are not recommended for survey control.
 SY4443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4443.See file dsdata.txt to determine how the superseded data were derived.
 SY4443
 SY4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5202365004(NAD 83)
 SY4443_MARKER: Z = SEE DESCRIPTION
 SY4443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4443
 SY4443  HISTORY     - Date     Condition        Report By
 SY4443  HISTORY     - 1953     MONUMENTED       CGS
 SY4443  HISTORY     - 1960     GOOD             LOCSUR
 SY4443  HISTORY     - 1962     GOOD             CGS
 SY4443  HISTORY     - 1963     GOOD             CGS
 SY4443  HISTORY     - 1964     GOOD             CGS
 SY4443  HISTORY     - 1966     GOOD             CGS
 SY4443  HISTORY     - 1983     GOOD             NGS
 SY4443
 SY4443                          STATION DESCRIPTION
 SY4443
 SY4443'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 SY4443'NO PREVIOUS DESCRIPTION.
 SY4443'
 SY4443'STATION IS IN SEATTLE AT THE NW END OF BOEING FIELD (KING COUNTY
 SY4443'AIRPORT).  IT IS THE SECOND MONUMENT OF SIX MONUMENTS ON LINE,
 SY4443'WHICH MARK A MEASURED BASE LINE RUNNING PARALLEL TO THE MAIN
 SY4443'RUNWAY, EXACTLY 200 FEET SOUTHWEST OF THE CENTERLINE.  THE MARK
 SY4443'IS A 3/8 INCH COPPER PLUG IN THE TOP OF A 4X4X6-INCH CONCRETE
 SY4443'MONUMENT CEMENTED FLUSH IN THE ASPHALT PAVING OF THE TAXI STRIP.
 SY4443'
 SY4443'ANGLES OBSERVED BY GARDNER AND HITCHINGS, INC.
 SY4443
 SY4443                          STATION RECOVERY (1962)
 SY4443
 SY4443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 SY4443'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 SY4443'CONDITION.
 SY4443
 SY4443                          STATION RECOVERY (1963)
 SY4443
 SY4443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4443'THE MARK IS NOT IN THE ASPHALT PAVING OF THE TAXI STRIP, AS
 SY4443'PREVIOUSLY STATED, BUT IN THE GRASSY AREA BETWEEN THE MAIN RUNWAY
 SY4443'AND THE WEST TAXIWAY.  IT IS ABOUT 360 FEET NORTH OF THE 2000-FOOT
 SY4443'MARKER (FROM THE NORTH END), 100.2 FEET WEST OF THE WEST EDGE
 SY4443'OF THE MAIN RUNWAY, 80.4 FEET WEST-SOUTHWEST OF LIGHT NO. 82 AND
 SY4443'36.6 FEET EAST OF THE EAST EDGE OF THE TAXIWAY.  A COPPER PLUG
 SY4443'IN A 4-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 SY4443
 SY4443                          STATION RECOVERY (1964)
 SY4443
 SY4443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWB)
 SY4443'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 200 FT. SW
 SY4443'OF THE CENTERLINE OF THE RUNWAY IN THE GRASS AREA BETWEEN THE
 SY4443'RUNWAY AND TAXIWAY.
 SY4443
 SY4443                          STATION RECOVERY (1966)
 SY4443
 SY4443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SY4443'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SY4443'M.E.W. IN 1963.  NOTE--A CROSS WITH THE LETTER B BESIDE IT HAS
 SY4443'BEEN PAINTED ON THE EASTERN EDGE OF THE WEST TAXIWAY OPPOSITE THE
 SY4443'STATION.
 SY4443
 SY4443                          STATION RECOVERY (1983)
 SY4443
 SY4443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DMM)
 SY4443'RECOVERED AS DESCRIBED IN 1963 RECOVERY CARD.  MARK IS IN GOOD
 SY4443'CONDITION.
 SY4443'
 SY4443'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOEING
 SY4443'FIELD/KING COUNTY INTERNATIONAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3983 ***********************************************************************
 SY3983  DESIGNATION -  B F DAY SCHOOL FLAGSTAFF
 SY3983  PID         -  SY3983
 SY3983  STATE/COUNTY-  WA/KING
 SY3983  USGS QUAD   -  
 SY3983
 SY3983                         *CURRENT SURVEY CONTROL
 SY3983  ___________________________________________________________________
 SY3983* NAD 83(1991)-  47 39 16.38355(N)    122 20 55.47239(W)     ADJUSTED  
 SY3983* NAVD 88     -                                                        
 SY3983  ___________________________________________________________________
 SY3983  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 SY3983  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SY3983
 SY3983  HORZ ORDER  -  THIRD
 SY3983
 SY3983.The horizontal coordinates were established by classical geodetic methods
 SY3983.and adjusted by the National Geodetic Survey in December 1991..
 SY3983
 SY3983
 SY3983.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3983
 SY3983.The geoid height was determined by GEOID03.
 SY3983
 SY3983;                    North         East     Units Scale Factor Converg.
 SY3983;SPC WA N     -    73,895.016   386,169.402   MT  0.99997476   -1 07 41.7
 SY3983;SPC WA N     -   242,437.23  1,266,957.45   sFT  0.99997476   -1 07 41.7
 SY3983;UTM  10      - 5,278,111.589   548,904.231   MT  0.99962939   +0 28 52.9
 SY3983
 SY3983                          SUPERSEDED SURVEY CONTROL
 SY3983
 SY3983  NAD 83(1986)-  47 39 16.37774(N)    122 20 55.47437(W) AD(       ) 4
 SY3983  NAD 27      -  47 39 17.03000(N)    122 20 51.02000(W) AD(       ) 3
 SY3983
 SY3983.Superseded values are not recommended for survey control.
 SY3983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3983.See file dsdata.txt to determine how the superseded data were derived.
 SY3983
 SY3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4890478112(NAD 83)
 SY3983
 SY3983  HISTORY     - Date     Condition        Report By
 SY3983  HISTORY     - UNK      MONUMENTED
 SY3983  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY3983  HISTORY     - 20040827 MARK NOT FOUND   USPSQD
 SY3983
 SY3983                          STATION DESCRIPTION
 SY3983
 SY3983'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY3983'THIS SCHOOL BUILDING IS STILL STANDING AND IN USE.  THE FLAGSTAFF,
 SY3983'HOWEVER, IS NO LONGER THERE.  THE VENTILATOR ON THE BUILDING
 SY3983'INTERSECTED IN 1915.
 SY3983
 SY3983                          STATION RECOVERY (2004)
 SY3983
 SY3983'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 SY3983'AGREE WITH PREVIOUS OBSERVATION THAT THE PRESENT FLAG POLE DOES NOT
 SY3983'APPEAR TO BE THE ORIGINAL POLE REFERENCED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0330 ***********************************************************************
 TR0330  DESIGNATION -  B M 2
 TR0330  PID         -  TR0330
 TR0330  STATE/COUNTY-  WA/ISLAND
 TR0330  USGS QUAD   -  OAK HARBOR (1973)
 TR0330
 TR0330                         *CURRENT SURVEY CONTROL
 TR0330  ___________________________________________________________________
 TR0330* NAD 83(1986)-  48 17 27.     (N)    122 38 09.     (W)     SCALED    
 TR0330* NAVD 88     -        26.448  (meters)      86.77   (feet)  ADJUSTED  
 TR0330  ___________________________________________________________________
 TR0330  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 TR0330  DYNAMIC HT  -          26.454 (meters)      86.79  (feet)  COMP
 TR0330  MODELED GRAV-     980,841.0   (mgal)                       NAVD 88
 TR0330
 TR0330  VERT ORDER  -  FIRST     CLASS II
 TR0330
 TR0330.The horizontal coordinates were scaled from a topographic map and have
 TR0330.an estimated accuracy of +/- 6 seconds.
 TR0330
 TR0330.The orthometric height was determined by differential leveling
 TR0330.and adjusted by the National Geodetic Survey in June 1991..
 TR0330
 TR0330.The geoid height was determined by GEOID03.
 TR0330
 TR0330.The dynamic height is computed by dividing the NAVD 88
 TR0330.geopotential number by the normal gravity value computed on the
 TR0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0330.degrees latitude (g = 980.6199 gals.).
 TR0330
 TR0330.The modeled gravity was interpolated from observed gravity values.
 TR0330
 TR0330;                    North         East    Units  Estimated Accuracy
 TR0330;SPC WA N     -   145,090.      366,270.      MT  (+/- 180 meters Scaled)
 TR0330
 TR0330                          SUPERSEDED SURVEY CONTROL
 TR0330
 TR0330  NGVD 29 (??/??/92)   25.303  (m)           83.01   (f) ADJ UNCH    1 2
 TR0330
 TR0330.Superseded values are not recommended for survey control.
 TR0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0330.See file dsdata.txt to determine how the superseded data were derived.
 TR0330
 TR0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU270486(NAD 83)
 TR0330_MARKER: B = BOLT
 TR0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0330+STABILITY: SURFACE MOTION
 TR0330
 TR0330  HISTORY     - Date     Condition        Report By
 TR0330  HISTORY     - UNK      MONUMENTED       DOD
 TR0330  HISTORY     - 1952     GOOD             NGS
 TR0330  HISTORY     - 20010331 GOOD             NGS
 TR0330  HISTORY     - 20030426 GOOD             USPSQD
 TR0330
 TR0330                          STATION DESCRIPTION
 TR0330
 TR0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0330'IN OAK HARBOR.
 TR0330'AT OAK HARBOR, 0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE,
 TR0330'THENCE 0.1 MILE NORTH ALONG SIMARD STREET (70 NORTHEAST STREET), AT
 TR0330'THE INTERSECTION OF THE CENTER LINES OF SIMARD STREET AND 300 STREET,
 TR0330'108 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 42 1/2 FEET
 TR0330'NORTHEAST OF POWER LINE POLE 372 WITH A STREET LIGHT, 0.6 FOOT BELOW
 TR0330'THE STREET SURFACE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 TR0330'ENCASED BY A 6-INCH STEEL PIPE WITH A CAST IRON COVER.
 TR0330
 TR0330                          STATION RECOVERY (2001)
 TR0330
 TR0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0330'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 TR0330
 TR0330                          STATION RECOVERY (2003)
 TR0330
 TR0330'RECOVERY NOTE BY US POWER SQUADRON 2003 (DF)
 TR0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0329 ***********************************************************************
 TR0329  DESIGNATION -  B M 3
 TR0329  PID         -  TR0329
 TR0329  STATE/COUNTY-  WA/ISLAND
 TR0329  USGS QUAD   -  OAK HARBOR (1973)
 TR0329
 TR0329                         *CURRENT SURVEY CONTROL
 TR0329  ___________________________________________________________________
 TR0329* NAD 83(1986)-  48 17 35.     (N)    122 38 09.     (W)     SCALED    
 TR0329* NAVD 88     -        45.095  (meters)     147.95   (feet)  ADJUSTED  
 TR0329  ___________________________________________________________________
 TR0329  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 TR0329  DYNAMIC HT  -          45.105 (meters)     147.98  (feet)  COMP
 TR0329  MODELED GRAV-     980,841.8   (mgal)                       NAVD 88
 TR0329
 TR0329  VERT ORDER  -  FIRST     CLASS II
 TR0329
 TR0329.The horizontal coordinates were scaled from a topographic map and have
 TR0329.an estimated accuracy of +/- 6 seconds.
 TR0329
 TR0329.The orthometric height was determined by differential leveling
 TR0329.and adjusted by the National Geodetic Survey in June 1991..
 TR0329
 TR0329.The geoid height was determined by GEOID03.
 TR0329
 TR0329.The dynamic height is computed by dividing the NAVD 88
 TR0329.geopotential number by the normal gravity value computed on the
 TR0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0329.degrees latitude (g = 980.6199 gals.).
 TR0329
 TR0329.The modeled gravity was interpolated from observed gravity values.
 TR0329
 TR0329;                    North         East    Units  Estimated Accuracy
 TR0329;SPC WA N     -   145,330.      366,270.      MT  (+/- 180 meters Scaled)
 TR0329
 TR0329                          SUPERSEDED SURVEY CONTROL
 TR0329
 TR0329  NGVD 29 (??/??/92)   43.950  (m)          144.19   (f) ADJ UNCH    1 2
 TR0329
 TR0329.Superseded values are not recommended for survey control.
 TR0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0329.See file dsdata.txt to determine how the superseded data were derived.
 TR0329
 TR0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU270489(NAD 83)
 TR0329_MARKER: Z = SEE DESCRIPTION
 TR0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0329+STABILITY: SURFACE MOTION
 TR0329
 TR0329  HISTORY     - Date     Condition        Report By
 TR0329  HISTORY     - UNK      MONUMENTED       DOD
 TR0329  HISTORY     - 1952     GOOD             NGS
 TR0329  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR0329
 TR0329                          STATION DESCRIPTION
 TR0329
 TR0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0329'IN OAK HARBOR.
 TR0329'AT OAK HARBOR, 0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE,
 TR0329'THENCE 0.3 MILE NORTH ALONG SIMARD STREET (70 NORTHEAST STREET) ON THE
 TR0329'CENTER LINE OF THE STREET, 39 1/2 FEET SOUTH OF THE CENTER LINE OF AN
 TR0329'ASPHALT ROAD LEADING EAST INTO A NAVY HOUSING DISTRICT, 46 1/2 FEET
 TR0329'NORTHEAST OF A TELEPHONE POLE, 0.6 FOOT BELOW THE SURFACE OF THE
 TR0329'STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ENCASED BY A
 TR0329'6-INCH STEEL PIPE WITH A CAST IRON COVER.
 TR0329
 TR0329                          STATION RECOVERY (2001)
 TR0329
 TR0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0329'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0328 ***********************************************************************
 TR0328  DESIGNATION -  B M 4
 TR0328  PID         -  TR0328
 TR0328  STATE/COUNTY-  WA/ISLAND
 TR0328  USGS QUAD   -  OAK HARBOR (1973)
 TR0328
 TR0328                         *CURRENT SURVEY CONTROL
 TR0328  ___________________________________________________________________
 TR0328* NAD 83(1986)-  48 17 52.     (N)    122 38 09.     (W)     SCALED    
 TR0328* NAVD 88     -        52.442  (meters)     172.05   (feet)  ADJUSTED  
 TR0328  ___________________________________________________________________
 TR0328  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 TR0328  DYNAMIC HT  -          52.454 (meters)     172.09  (feet)  COMP
 TR0328  MODELED GRAV-     980,843.7   (mgal)                       NAVD 88
 TR0328
 TR0328  VERT ORDER  -  FIRST     CLASS II
 TR0328
 TR0328.The horizontal coordinates were scaled from a topographic map and have
 TR0328.an estimated accuracy of +/- 6 seconds.
 TR0328
 TR0328.The orthometric height was determined by differential leveling
 TR0328.and adjusted by the National Geodetic Survey in June 1991..
 TR0328
 TR0328.The geoid height was determined by GEOID03.
 TR0328
 TR0328.The dynamic height is computed by dividing the NAVD 88
 TR0328.geopotential number by the normal gravity value computed on the
 TR0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0328.degrees latitude (g = 980.6199 gals.).
 TR0328
 TR0328.The modeled gravity was interpolated from observed gravity values.
 TR0328
 TR0328;                    North         East    Units  Estimated Accuracy
 TR0328;SPC WA N     -   145,860.      366,280.      MT  (+/- 180 meters Scaled)
 TR0328
 TR0328                          SUPERSEDED SURVEY CONTROL
 TR0328
 TR0328  NGVD 29 (??/??/92)   51.296  (m)          168.29   (f) ADJ UNCH    1 2
 TR0328
 TR0328.Superseded values are not recommended for survey control.
 TR0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0328.See file dsdata.txt to determine how the superseded data were derived.
 TR0328
 TR0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU270494(NAD 83)
 TR0328_MARKER: B = BOLT
 TR0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0328+STABILITY: SURFACE MOTION
 TR0328
 TR0328  HISTORY     - Date     Condition        Report By
 TR0328  HISTORY     - UNK      MONUMENTED       DOD
 TR0328  HISTORY     - 1952     GOOD             NGS
 TR0328  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR0328
 TR0328                          STATION DESCRIPTION
 TR0328
 TR0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0328'IN OAK HARBOR.
 TR0328'AT OAK HARBOR, AT THE T JUNCTION OF SIMARD STREET (70 NORTHEAST
 TR0328'STREET) AND 700 STREET (FORMERLY NEIL ROAD), ON THE CENTER LINE OF
 TR0328'SIMARD STREET, 12 FEET SOUTH OF THE CENTER LINE OF 700 STREET, 47 1/2
 TR0328'FEET NORTHEAST OF TELEPHONE POLE, 35 FEET SOUTHWEST OF THE SOUTHWEST
 TR0328'CORNER OF A PICKET FENCE AROUND A PUGET SOUND POWER AND LIGHT COMPANY
 TR0328'SUB-STATION, 42.8 FEET WEST OF THE CENTER OF GATE 13 TO A NAVY
 TR0328'RESERVATION, 0.6 FOOT BELOW THE SURFACE OF THE STREET, AND SET IN THE
 TR0328'TOP OF A CONCRETE POST WHICH IS ENCASED IN A 6-INCH STEEL PIPE WITH A
 TR0328'CAST IRON COVER.
 TR0328
 TR0328                          STATION RECOVERY (2001)
 TR0328
 TR0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0328'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5467 ***********************************************************************
 SY5467  DESIGNATION -  B NORTH TOWER
 SY5467  PID         -  SY5467
 SY5467  STATE/COUNTY-  WA/JEFFERSON
 SY5467  USGS QUAD   -  SEABECK (1973)
 SY5467
 SY5467                         *CURRENT SURVEY CONTROL
 SY5467  ___________________________________________________________________
 SY5467* NAD 83(1991)-  47 44 28.00267(N)    122 48 30.02135(W)     ADJUSTED  
 SY5467* NAVD 88     -                                                        
 SY5467  ___________________________________________________________________
 SY5467  LAPLACE CORR-         -17.75  (seconds)                    DEFLEC99
 SY5467  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 SY5467
 SY5467  HORZ ORDER  -  THIRD
 SY5467
 SY5467.The horizontal coordinates were established by classical geodetic methods
 SY5467.and adjusted by the National Geodetic Survey in December 1991..
 SY5467
 SY5467
 SY5467.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5467
 SY5467.The geoid height was determined by GEOID03.
 SY5467
 SY5467;                    North         East     Units Scale Factor Converg.
 SY5467;SPC WA N     -    84,298.655   351,900.238   MT  0.99996376   -1 28 13.6
 SY5467;SPC WA N     -   276,569.84  1,154,526.03   sFT  0.99996376   -1 28 13.6
 SY5467;UTM  10      - 5,287,544.320   514,368.409   MT  0.99960254   +0 08 30.7
 SY5467
 SY5467                          SUPERSEDED SURVEY CONTROL
 SY5467
 SY5467  NAD 83(1986)-  47 44 27.99941(N)    122 48 30.02816(W) AD(       ) 4
 SY5467  NAD 27      -  47 44 28.66500(N)    122 48 25.47400(W) AD(       ) 3
 SY5467
 SY5467.Superseded values are not recommended for survey control.
 SY5467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5467.See file dsdata.txt to determine how the superseded data were derived.
 SY5467
 SY5467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1436887544(NAD 83)
 SY5467
 SY5467  HISTORY     - Date     Condition        Report By
 SY5467  HISTORY     - UNK      MONUMENTED
 SY5467  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5467
 SY5467                          STATION DESCRIPTION
 SY5467
 SY5467'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5467'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 SY5467'WEST SIDE OF TOANDOS PENINSULA, ON THE EAST SIDE OF DABOB BAY ABOUT
 SY5467'1/2 MILE SOUTH OF TABOOK POINT.
 SY5467'
 SY5467'THE STATION IS A SMALL, WOODEN, GREY BUILDING ON TOP OF A 200 FOOT
 SY5467'HIGH BLUFF, NEAR STATION DABOB BAY TARGET 6, 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0556 ***********************************************************************
 SD0556  DESIGNATION -  B PACIFIC CO 1976
 SD0556  PID         -  SD0556
 SD0556  STATE/COUNTY-  WA/PACIFIC
 SD0556  USGS QUAD   -  OCEAN PARK (1984)
 SD0556
 SD0556                         *CURRENT SURVEY CONTROL
 SD0556  ___________________________________________________________________
 SD0556* NAD 83(1991)-  46 29 29.76143(N)    124 02 20.85573(W)     ADJUSTED  
 SD0556* NAVD 88     -         8.8    (meters)      29.     (feet)  VERTCON   
 SD0556  ___________________________________________________________________
 SD0556  LAPLACE CORR-          16.10  (seconds)                    DEFLEC99
 SD0556  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 SD0556
 SD0556  HORZ ORDER  -  SECOND
 SD0556
 SD0556.The horizontal coordinates were established by classical geodetic methods
 SD0556.and adjusted by the National Geodetic Survey in December 1991..
 SD0556
 SD0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0556
 SD0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0556
 SD0556.The geoid height was determined by GEOID03.
 SD0556
 SD0556;                    North         East     Units Scale Factor Converg.
 SD0556;SPC WA S     -   134,835.146   228,399.631   MT  0.99991592   -2 34 14.9
 SD0556;SPC WA S     -   442,371.64    749,341.12   sFT  0.99991592   -2 34 14.9
 SD0556;UTM  10      - 5,149,194.533   420,253.798   MT  0.99967817   -0 45 13.3
 SD0556
 SD0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0556!SPC WA S     -   1.00000241  x   0.99991592  =   0.99991833
 SD0556!UTM  10      -   1.00000241  x   0.99967817  =   0.99968058
 SD0556
 SD0556:                Primary Azimuth Mark                     Grid Az
 SD0556:SPC WA S     -  A PACIFIC CO 1977                        271 27 18.1
 SD0556:UTM  10      -  A PACIFIC CO 1977                        269 38 16.5
 SD0556
 SD0556|---------------------------------------------------------------------|
 SD0556| PID    Reference Object                     Distance      Geod. Az  |
 SD0556|                                                           dddmmss.s |
 SD0556| SD0558 A PACIFIC CO 1977                   APPROX. 1.1 KM 2685303.2 |
 SD0556|---------------------------------------------------------------------|
 SD0556
 SD0556                          SUPERSEDED SURVEY CONTROL
 SD0556
 SD0556  NAD 83(1991)-  46 29 29.76071(N)    124 02 20.85524(W) AD(       ) 2
 SD0556  NAD 83(1986)-  46 29 29.76131(N)    124 02 20.83565(W) AD(       ) 2
 SD0556  NAD 27      -  46 29 30.40787(N)    124 02 16.24966(W) AD(       ) 2
 SD0556  NGVD 29 (07/19/86)    7.8    (m)           26.     (f) VERT ANG       
 SD0556
 SD0556.Superseded values are not recommended for survey control.
 SD0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0556.See file dsdata.txt to determine how the superseded data were derived.
 SD0556
 SD0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2025449195(NAD 83)
 SD0556_MARKER: DD = SURVEY DISK
 SD0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0556+STABILITY: SURFACE MOTION
 SD0556
 SD0556  HISTORY     - Date     Condition        Report By
 SD0556  HISTORY     - 1976     MONUMENTED       WA-049
 SD0556  HISTORY     - 19971012 MARK NOT FOUND   USPSQD
 SD0556
 SD0556                          STATION DESCRIPTION
 SD0556
 SD0556'DESCRIBED BY PACIFIC COUNTY WASHINGTON 1976 (CLN)
 SD0556'THE STATION IS A TRAVERSE STATION SET BY PACIFIC COUNTY ABOUT 1/2
 SD0556'MILE EAST OF OCEAN PARK.
 SD0556'
 SD0556'TO REACH THE STATION FROM THE U.S. POST OFFICE IN OCEAN PARK GO EAST
 SD0556'.54 MILE ALONG BAY AVENUE (NOW 262 ST.) TO A LEVEL AREA IN FRONT
 SD0556'OF THE K AND L TRAILER COURT.
 SD0556'
 SD0556'THE STATION IS A PACIFIC COUNTY BRASS DISK STAMPED STA B SET IN 8
 SD0556'INCH DIAMETER CONCRETE CYLINDER 2-INCHES BELOW THE GROUND.  IT IS
 SD0556'40.1 FEET WEST FROM A POWER POLE AT THE INTERSECTION OF Z ST. AND
 SD0556'262 ST., 32.45 FEET SOUTHEAST FROM THE NORTHEAST 1-1/2 INCHES
 SD0556'CONCRETE FILLED IRON PIPE PROTECTING THE K AND L COURT SIGN AND
 SD0556'2.3 FEET NORTH OF THE NORTH EDGE OF BAY AVENUE (262 ST.).
 SD0556'
 SD0556'NO REFERENCE MARKS OR SUBSURFACE WERE SET FOR THIS STATION.
 SD0556'
 SD0556'NEAREST TOWN--OCEAN PARK.
 SD0556
 SD0556                          STATION RECOVERY (1997)
 SD0556
 SD0556'RECOVERY NOTE BY US POWER SQUADRON 1997
 SD0556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0036 ***********************************************************************
 SW0036  DESIGNATION -  B6 1
 SW0036  PID         -  SW0036
 SW0036  STATE/COUNTY-  WA/LINCOLN
 SW0036  USGS QUAD   -  BLUESTEM (1993)
 SW0036
 SW0036                         *CURRENT SURVEY CONTROL
 SW0036  ___________________________________________________________________
 SW0036* NAD 83(1991)-  47 33 41.34427(N)    118 09 42.98730(W)     ADJUSTED  
 SW0036* NAVD 88     -       717.995  (meters)    2355.62   (feet)  ADJUSTED  
 SW0036  ___________________________________________________________________
 SW0036  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 SW0036  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 SW0036  DYNAMIC HT  -         718.022 (meters)    2355.71  (feet)  COMP
 SW0036  MODELED GRAV-     980,626.1   (mgal)                       NAVD 88
 SW0036
 SW0036  HORZ ORDER  -  THIRD
 SW0036  VERT ORDER  -  SECOND    CLASS 0
 SW0036
 SW0036.The horizontal coordinates were established by classical geodetic methods
 SW0036.and adjusted by the National Geodetic Survey in December 1991..
 SW0036
 SW0036.The orthometric height was determined by differential leveling
 SW0036.and adjusted by the National Geodetic Survey in June 1991..
 SW0036
 SW0036.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0036
 SW0036.The geoid height was determined by GEOID03.
 SW0036
 SW0036.The dynamic height is computed by dividing the NAVD 88
 SW0036.geopotential number by the normal gravity value computed on the
 SW0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0036.degrees latitude (g = 980.6199 gals.).
 SW0036
 SW0036.The modeled gravity was interpolated from observed gravity values.
 SW0036
 SW0036;                    North         East     Units Scale Factor Converg.
 SW0036;SPC WA N     -    65,915.936   700,994.569   MT  0.99998910   +1 59 20.1
 SW0036;SPC WA N     -   216,259.20  2,299,846.35   sFT  0.99998910   +1 59 20.1
 SW0036;UTM  11      - 5,268,217.050   412,592.990   MT  0.99969389   -0 51 27.2
 SW0036
 SW0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0036!SPC WA N     -   0.99989046  x   0.99998910  =   0.99987957
 SW0036!UTM  11      -   0.99989046  x   0.99969389  =   0.99958439
 SW0036
 SW0036|---------------------------------------------------------------------|
 SW0036| PID    Reference Object                     Distance      Geod. Az  |
 SW0036|                                                           dddmmss.s |
 SW0036| SW1137 B6 USE RM 3 1960                    175.577 METERS 10434     |
 SW0036| SW1136 B6 2                                303.977 METERS 11808     |
 SW0036| CF1874 B6 1 RM 1                             9.716 METERS 15535     |
 SW0036| CF1875 B6 1 RM 2                             6.947 METERS 33017     |
 SW0036| SW0030 NEGUS RM 3                          APPROX. 3.4 KM 3560557.4 |
 SW0036|---------------------------------------------------------------------|
 SW0036
 SW0036                          SUPERSEDED SURVEY CONTROL
 SW0036
 SW0036  NAD 83(1986)-  47 33 41.35613(N)    118 09 42.97955(W) AD(       ) 3
 SW0036  NGVD 29 (??/??/92)  716.80   (m)         2351.7    (f) COMPUTED    2 0
 SW0036
 SW0036.Superseded values are not recommended for survey control.
 SW0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0036.See file dsdata.txt to determine how the superseded data were derived.
 SW0036
 SW0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN1259368217(NAD 83)
 SW0036_MARKER: DS = TRIANGULATION STATION DISK
 SW0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0036_STAMPING: B6-1 1960
 SW0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0036+STABILITY: SURFACE MOTION
 SW0036
 SW0036  HISTORY     - Date     Condition        Report By
 SW0036  HISTORY     - 1960     MONUMENTED       CGS
 SW0036
 SW0036                          STATION DESCRIPTION
 SW0036
 SW0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SW0036'6.7 MI S FROM DAVENPORT.
 SW0036'AT SITE 567-6 DAVENPORT B-6, A STANDARD DISK SET IN A CONCRETE POST,
 SW0036'576.1 FEET WEST OF WP-B (USE) R.M. 3, 31.88 FEET NORTH OF R.M. 1,
 SW0036'22.79 FEET SOUTH OF R.M. 2, AND ON THE TOP OF A CUT BANK ON THE EAST
 SW0036'SIDE OF THE MAIN ENTRANCE ROAD JUST BEFORE REACHING THE SECURITY GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0310 ***********************************************************************
 TQ0310  DESIGNATION -  BA
 TQ0310  PID         -  TQ0310
 TQ0310  STATE/COUNTY-  WA/SKAGIT
 TQ0310  USGS QUAD   -  GRANDY LAKE (1989)
 TQ0310
 TQ0310                         *CURRENT SURVEY CONTROL
 TQ0310  ___________________________________________________________________
 TQ0310* NAD 83(1986)-  48 32 17.     (N)    121 51 32.     (W)     SCALED    
 TQ0310* NAVD 88     -        62.908  (meters)     206.39   (feet)  POSTED    
 TQ0310  ___________________________________________________________________
 TQ0310  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 TQ0310  DYNAMIC HT  -          62.920 (meters)     206.43  (feet)  COMP
 TQ0310  MODELED GRAV-     980,834.2   (mgal)                       NAVD 88
 TQ0310
 TQ0310  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TQ0310
 TQ0310.The horizontal coordinates were scaled from a topographic map and have
 TQ0310.an estimated accuracy of +/- 6 seconds.
 TQ0310
 TQ0310.The orthometric height was determined by differential leveling
 TQ0310.and adjusted by the National Geodetic Survey in 1992..
 TQ0310.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TQ0310.rate of 2.1 thru 3.0 mm/km.
 TQ0310
 TQ0310.The geoid height was determined by GEOID03.
 TQ0310
 TQ0310.The dynamic height is computed by dividing the NAVD 88
 TQ0310.geopotential number by the normal gravity value computed on the
 TQ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0310.degrees latitude (g = 980.6199 gals.).
 TQ0310
 TQ0310.The modeled gravity was interpolated from observed gravity values.
 TQ0310
 TQ0310;                    North         East    Units  Estimated Accuracy
 TQ0310;SPC WA N     -   171,510.      424,270.      MT  (+/- 180 meters Scaled)
 TQ0310
 TQ0310                          SUPERSEDED SURVEY CONTROL
 TQ0310
 TQ0310  NGVD 29 (??/??/92)   61.757  (m)          202.61   (f) ADJ UNCH    1 2
 TQ0310
 TQ0310.Superseded values are not recommended for survey control.
 TQ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0310.See file dsdata.txt to determine how the superseded data were derived.
 TQ0310
 TQ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU842767(NAD 83)
 TQ0310_MARKER: N = NAIL
 TQ0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0310_SP_SET: LONE PINE TREE
 TQ0310_STAMPING: BA
 TQ0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0310
 TQ0310  HISTORY     - Date     Condition        Report By
 TQ0310  HISTORY     - UNK      MONUMENTED       CGS
 TQ0310  HISTORY     - 1973     MARK NOT FOUND   NGS
 TQ0310
 TQ0310                          STATION DESCRIPTION
 TQ0310
 TQ0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0310'5.5 MI W FROM CONCRETE.
 TQ0310'A COPPER NAIL AND WASHER STAMPED BA IS SET IN THE WEST ROOT OF A
 TQ0310'15-INCH LONE PINE TREE, 120 YDS EAST-NORTHEAST AND ACROSS THE HIGHWAY
 TQ0310'FROM BENCH MARK K 374, BETWEEN THE TIRE SHOP AND A SERVICE STATION,
 TQ0310'AND 50 FT NORTH OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0147 ***********************************************************************
 TS0147  DESIGNATION -  BA ADAH POINT USE
 TS0147  PID         -  TS0147
 TS0147  STATE/COUNTY-  WA/CLALLAM
 TS0147  USGS QUAD   -  NEAH BAY (1984)
 TS0147
 TS0147                         *CURRENT SURVEY CONTROL
 TS0147  ___________________________________________________________________
 TS0147* NAD 83(1986)-  48 22 15.     (N)    124 35 50.     (W)     SCALED    
 TS0147* NAVD 88     -         4.464  (meters)      14.65   (feet)  ADJUSTED  
 TS0147  ___________________________________________________________________
 TS0147  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 TS0147  DYNAMIC HT  -           4.465 (meters)      14.65  (feet)  COMP
 TS0147  MODELED GRAV-     980,909.2   (mgal)                       NAVD 88
 TS0147
 TS0147  VERT ORDER  -  FIRST     CLASS II
 TS0147
 TS0147.The horizontal coordinates were scaled from a topographic map and have
 TS0147.an estimated accuracy of +/- 6 seconds.
 TS0147
 TS0147.The orthometric height was determined by differential leveling
 TS0147.and adjusted by the National Geodetic Survey in June 1991..
 TS0147
 TS0147.The geoid height was determined by GEOID03.
 TS0147
 TS0147.The dynamic height is computed by dividing the NAVD 88
 TS0147.geopotential number by the normal gravity value computed on the
 TS0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0147.degrees latitude (g = 980.6199 gals.).
 TS0147
 TS0147.The modeled gravity was interpolated from observed gravity values.
 TS0147
 TS0147;                    North         East    Units  Estimated Accuracy
 TS0147;SPC WA N     -   159,230.      221,260.      MT  (+/- 180 meters Scaled)
 TS0147
 TS0147                          SUPERSEDED SURVEY CONTROL
 TS0147
 TS0147  NGVD 29 (??/??/92)    3.327  (m)           10.92   (f) ADJ UNCH    1 2
 TS0147
 TS0147.Superseded values are not recommended for survey control.
 TS0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0147.See file dsdata.txt to determine how the superseded data were derived.
 TS0147
 TS0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU817587(NAD 83)
 TS0147_MARKER: X = CHISELED CROSS
 TS0147_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TS0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TS0147
 TS0147  HISTORY     - Date     Condition        Report By
 TS0147  HISTORY     - UNK      MONUMENTED       DOD
 TS0147  HISTORY     - 1974     MARK NOT FOUND   NGS
 TS0147
 TS0147                          STATION DESCRIPTION
 TS0147
 TS0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0147'1.65 MI E FROM NEAH BAY.
 TS0147'60 FEET NORTHWEST OF BAADA POINT LIGHTHOUSE, 15 FEET WEST AND ABOUT 15
 TS0147'FEET BELOW THE NORTHERLY ONE OF TWO POINTS, AND IS THE TOP OF A ROCK
 TS0147'ABOUT 5 FEET ABOVE HIGH WATER LEVEL.  A CROSS INSIDE OF AN 8-INCH
 TS0147'CIRCLE CHISELED INTO A PROMINENT ROCK ABOUT 5 FEET IN DIAMETER. 1/4,
 TS0147'SEC 12, T 33N, R 15W.  NOTE-- A ROCK WHICH POSSIBLY COULD BE THE ONE
 TS0147'MENTIONED IN THE DESCRIPTION WAS FOUND HOWEVER IS PRESENTLY COVERED BY
 TS0147'A HUGE LOG AND IT CAN NOT BE DETERMINED IF THE CHISELED CROSS IN
 TS0147'CIRCLE IS ON THIS ROCK OR NOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0248 ***********************************************************************
 TS0248  DESIGNATION -  BAADAH POINT LOOKOUT TOWER
 TS0248  PID         -  TS0248
 TS0248  STATE/COUNTY-  WA/CLALLAM
 TS0248  USGS QUAD   -  NEAH BAY (1984)
 TS0248
 TS0248                         *CURRENT SURVEY CONTROL
 TS0248  ___________________________________________________________________
 TS0248* NAD 83(1991)-  48 22 23.68572(N)    124 35 26.01747(W)     ADJUSTED  
 TS0248* NAVD 88     -                                                        
 TS0248  ___________________________________________________________________
 TS0248  LAPLACE CORR-           8.98  (seconds)                    DEFLEC99
 TS0248  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 TS0248
 TS0248  HORZ ORDER  -  THIRD
 TS0248
 TS0248.The horizontal coordinates were established by classical geodetic methods
 TS0248.and adjusted by the National Geodetic Survey in December 1991..
 TS0248
 TS0248
 TS0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0248
 TS0248.The geoid height was determined by GEOID03.
 TS0248
 TS0248;                    North         East     Units Scale Factor Converg.
 TS0248;SPC WA N     -   159,475.748   221,767.926   MT  0.99995217   -2 47 50.4
 TS0248;SPC WA N     -   523,213.35    727,583.60   sFT  0.99995217   -2 47 50.4
 TS0248;UTM  10      - 5,359,008.567   382,211.471   MT  0.99977047   -1 11 20.6
 TS0248
 TS0248                          SUPERSEDED SURVEY CONTROL
 TS0248
 TS0248  NAD 83(1986)-  48 22 23.68391(N)    124 35 26.03250(W) AD(       ) 4
 TS0248  NAD 27      -  48 22 24.53000(N)    124 35 20.46000(W) AD(       ) 3
 TS0248
 TS0248.Superseded values are not recommended for survey control.
 TS0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0248.See file dsdata.txt to determine how the superseded data were derived.
 TS0248
 TS0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU8221159009(NAD 83)
 TS0248
 TS0248  HISTORY     - Date     Condition        Report By
 TS0248  HISTORY     - 1942     MONUMENTED       CGS
 TS0248  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TS0248
 TS0248                          STATION DESCRIPTION
 TS0248
 TS0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TS0248'THE FINIAL OF WOODEN OBSERVATION TOWER ON BAADAH POINT AT EAST
 TS0248'ENTRANCE TO NEAH BAY.  TOWER IS ABOUT 30 FEET HIGH.  IT WAS NOT
 TS0248'OCCUPIED.
 TS0248
 TS0248                          STATION RECOVERY (1970)
 TS0248
 TS0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 TS0248'THE STATION WAS NOT VISITED AT THIS TIME, BUT A LOOKOUT TOWER WHICH
 TS0248'FITS PREVIOUS DESCRIPTIONS WAS VISIBLE FROM TRIANGULATION STATION
 TS0248'NEAH WEST 1942.  HOWEVER, THE PRESENT LOOKOUT TOWER HAS A FLAT ROOF
 TS0248'WITH NO FINIAL VISIBLE, AND OBSERVATIONS WERE MADE ON THE
 TS0248'APPROXIMATE CENTER OF THE ENCLOSED CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0744 ***********************************************************************
 SD0744  DESIGNATION -  BABE
 SD0744  PID         -  SD0744
 SD0744  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0744  USGS QUAD   -  MOCLIPS (1994)
 SD0744
 SD0744                         *CURRENT SURVEY CONTROL
 SD0744  ___________________________________________________________________
 SD0744* NAD 83(1991)-  47 07 30.98782(N)    124 10 50.50931(W)     ADJUSTED  
 SD0744* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SD0744  ___________________________________________________________________
 SD0744  LAPLACE CORR-           8.60  (seconds)                    DEFLEC99
 SD0744  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 SD0744
 SD0744  HORZ ORDER  -  THIRD
 SD0744
 SD0744.The horizontal coordinates were established by classical geodetic methods
 SD0744.and adjusted by the National Geodetic Survey in December 1991..
 SD0744
 SD0744.The orthometric height was scaled from a topographic map.
 SD0744
 SD0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0744
 SD0744.The geoid height was determined by GEOID03.
 SD0744
 SD0744;                    North         East     Units Scale Factor Converg.
 SD0744;SPC WA S     -   205,694.269   220,828.683   MT  0.99995905   -2 40 25.1
 SD0744;SPC WA S     -   674,848.61    724,502.10   sFT  0.99995905   -2 40 25.1
 SD0744;UTM  10      - 5,219,761.799   410,447.314   MT  0.99969856   -0 51 55.2
 SD0744
 SD0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0744!SPC WA S     -   1.00000354  x   0.99995905  =   0.99996259
 SD0744!UTM  10      -   1.00000354  x   0.99969856  =   0.99970210
 SD0744
 SD0744|---------------------------------------------------------------------|
 SD0744| PID    Reference Object                     Distance      Geod. Az  |
 SD0744|                                                           dddmmss.s |
 SD0744| DD9356 BABE RM                              19.859 METERS 12845     |
 SD0744| SD0733 DUNE                                APPROX. 3.1 KM 1720128.6 |
 SD0744| SD0762 COPALIS ROCK                        APPROX. 2.9 KM 3380840.0 |
 SD0744|---------------------------------------------------------------------|
 SD0744
 SD0744                          SUPERSEDED SURVEY CONTROL
 SD0744
 SD0744  NAD 83(1986)-  47 07 30.97790(N)    124 10 50.51123(W) AD(       ) 3
 SD0744  NAD 27      -  47 07 31.66500(N)    124 10 45.87500(W) AD(       ) 3
 SD0744
 SD0744.Superseded values are not recommended for survey control.
 SD0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0744.See file dsdata.txt to determine how the superseded data were derived.
 SD0744
 SD0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1044719762(NAD 83)
 SD0744_MARKER: Z = SEE DESCRIPTION
 SD0744_SETTING: 0 = UNSPECIFIED SETTING
 SD0744
 SD0744  HISTORY     - Date     Condition        Report By
 SD0744  HISTORY     - 1927     MONUMENTED       CGS
 SD0744  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0744
 SD0744                          STATION DESCRIPTION
 SD0744
 SD0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (TJM)
 SD0744'STATION IS ON THE BEACH 11/2 MILES S OF COPALIS HEAD, AND ABOUT 1/4
 SD0744'MILE N OF COPALIS RIVER.  IT IS 45 METERS BACK FROM THE HIGH-WATER
 SD0744'LINE AND 30 METERS FROM STORM-WATER LINE, ON A SANDY RIDGE 5 FEET
 SD0744'ABOVE HIGH WATER.
 SD0744'
 SD0744'STATION MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE MONUMENT 12
 SD0744'BY 12 INCHES BY 3 FEET.
 SD0744'
 SD0744'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE POST 7 BY
 SD0744'7 INCHES BY 4 FEET 6 INCHES.
 SD0744
 SD0744                          STATION RECOVERY (1951)
 SD0744
 SD0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 SD0744'A SEARCH WAS MADE IN THE AREA BUT DUE TO THE LACK OF REFERENCE TIES
 SD0744'AND THE CHANGING BEACH CONDITIONS THE STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1192 ***********************************************************************
 SW1192  DESIGNATION -  BACHELOR 1956
 SW1192  PID         -  SW1192
 SW1192  STATE/COUNTY-  WA/LINCOLN
 SW1192  USGS QUAD   -  LINCOLN (1985)
 SW1192
 SW1192                         *CURRENT SURVEY CONTROL
 SW1192  ___________________________________________________________________
 SW1192* NAD 83(1991)-  47 45 23.53938(N)    118 24 35.27491(W)     ADJUSTED  
 SW1192* NAVD 88     -       720.     (meters)    2362.     (feet)  SCALED    
 SW1192  ___________________________________________________________________
 SW1192  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 SW1192  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 SW1192
 SW1192  HORZ ORDER  -  THIRD
 SW1192
 SW1192.The horizontal coordinates were established by classical geodetic methods
 SW1192.and adjusted by the National Geodetic Survey in December 1991..
 SW1192
 SW1192.The orthometric height was scaled from a topographic map.
 SW1192
 SW1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1192
 SW1192.The geoid height was determined by GEOID03.
 SW1192
 SW1192;                    North         East     Units Scale Factor Converg.
 SW1192;SPC WA N     -    86,974.146   681,669.495   MT  0.99996204   +1 48 15.7
 SW1192;SPC WA N     -   285,347.68  2,236,444.00   sFT  0.99996204   +1 48 15.7
 SW1192;UTM  11      - 5,290,203.481   394,342.532   MT  0.99973718   -1 02 37.5
 SW1192
 SW1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1192!SPC WA N     -   0.99989014  x   0.99996204  =   0.99985218
 SW1192!UTM  11      -   0.99989014  x   0.99973718  =   0.99962735
 SW1192
 SW1192:                Primary Azimuth Mark                     Grid Az
 SW1192:SPC WA N     -  SHADY 1956                               222 30 56.1
 SW1192:UTM  11      -  SHADY 1956                               225 21 49.3
 SW1192
 SW1192|---------------------------------------------------------------------|
 SW1192| PID    Reference Object                     Distance      Geod. Az  |
 SW1192|                                                           dddmmss.s |
 SW1192| SW1195 SHADY 1956                          APPROX. 0.7 KM 2241911.8 |
 SW1192|---------------------------------------------------------------------|
 SW1192
 SW1192                          SUPERSEDED SURVEY CONTROL
 SW1192
 SW1192  NAD 83(1986)-  47 45 23.55093(N)    118 24 35.27101(W) AD(       ) 3
 SW1192  NAD 27      -  47 45 23.98600(N)    118 24 31.30400(W) AD(       ) 3
 SW1192
 SW1192.Superseded values are not recommended for survey control.
 SW1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1192.See file dsdata.txt to determine how the superseded data were derived.
 SW1192
 SW1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN9434390203(NAD 83)
 SW1192
 SW1192  HISTORY     - Date     Condition        Report By
 SW1192  HISTORY     - 1956     MONUMENTED       NPRR
 SW1192
 SW1192                          STATION DESCRIPTION
 SW1192
 SW1192'DESCRIBED BY NORTHERN PACIFIC RAILROAD 1956
 SW1192'LOCATED ON WEST SIDE OF FOUR FOOT HIGH ROCK OUTCROPPING AT
 SW1192'WEST EDGE OF HILL AT SOUTHWEST CORNER OF NE 1/4 NE 1/4 OF SECTION
 SW1192'16-T.26N-R.35E.W.M., AT JUNCTION WHERE ROAD FROM CRESTON TURNS
 SW1192'NORTH ALONG WELSH CREEK TO LINCOLN, CONTINUE EAST UP THE HILL
 SW1192'TWO-THIRDS OF A MILE TO TOP OF FIRST HILL.  WALK NORTH
 SW1192'APPROXIMATELY 1000 FEET ACROSS PASTURE TO TOP OF WEST END OF FIRST
 SW1192'HILL TO THE STATION.  A 3/4 INCH BLACK STEEL PIPE PROJECTING
 SW1192'ONE HALF FOOT ABOVE THE GROUND AND A 2X2-INCH FLAG EIGHT FEET
 SW1192'HIGH WAS ERECTED OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3925 ***********************************************************************
 RD3925  DESIGNATION -  BACHELOR IS N BASE
 RD3925  PID         -  RD3925
 RD3925  STATE/COUNTY-  WA/CLARK
 RD3925  USGS QUAD   -  ST HELENS (1990)
 RD3925
 RD3925                         *CURRENT SURVEY CONTROL
 RD3925  ___________________________________________________________________
 RD3925* NAD 83(1991)-  45 48 42.13209(N)    122 47 16.56971(W)     ADJUSTED  
 RD3925* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD3925  ___________________________________________________________________
 RD3925  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 RD3925  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 RD3925
 RD3925  HORZ ORDER  -  THIRD
 RD3925
 RD3925.The horizontal coordinates were established by classical geodetic methods
 RD3925.and adjusted by the National Geodetic Survey in December 1991..
 RD3925
 RD3925.The orthometric height was scaled from a topographic map.
 RD3925
 RD3925.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3925
 RD3925.The geoid height was determined by GEOID03.
 RD3925
 RD3925;                    North         East     Units Scale Factor Converg.
 RD3925;SPC WA S     -    55,750.258   322,192.753   MT  1.00000497   -1 39 43.0
 RD3925;SPC WA S     -   182,907.30  1,057,060.72   sFT  1.00000497   -1 39 43.0
 RD3925;SPC OR N     -   240,883.860 2,322,200.012   MT  0.99995758   -1 37 21.3
 RD3925;SPC OR N     -   790,301.38  7,618,766.44   iFT  0.99995758   -1 37 21.3
 RD3925;UTM  10      - 5,073,148.654   516,476.214   MT  0.99960334   +0 09 07.4
 RD3925
 RD3925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3925!SPC WA S     -   1.00000305  x   1.00000497  =   1.00000802
 RD3925!SPC OR N     -   1.00000305  x   0.99995758  =   0.99996063
 RD3925!UTM  10      -   1.00000305  x   0.99960334  =   0.99960639
 RD3925
 RD3925|---------------------------------------------------------------------|
 RD3925| PID    Reference Object                     Distance      Geod. Az  |
 RD3925|                                                           dddmmss.s |
 RD3925| CE2281 BACHELOR IS N BASE RM 2              20.659 METERS 04517     |
 RD3925| RD3961 BACHELOR IS S BASE                  APPROX. 1.2 KM 1595406.1 |
 RD3925| RD4012 BACHELOR POINT LIGHT                APPROX. 2.4 KM 1600930.5 |
 RD3925| CE2280 BACHELOR IS N BASE RM 1              81.282 METERS 16026     |
 RD3925| RD3957 DIKE 22.5 DOLPHIN EAST END          APPROX. 1.5 KM 1911124.2 |
 RD3925| RD3942 HENRICI CROSSING LIGHT 1            254.025 METERS 20008     |
 RD3925| RD3982 HENRICI CROSSING LIGHT 2            APPROX. 1.1 KM 2081351.3 |
 RD3925| RD4004 HENRICI LANDING FRONT RNG LT        APPROX. 0.8 KM 2415845.0 |
 RD3925| RD4017 OLD FRONT                           APPROX. 1.0 KM 3035138.2 |
 RD3925| RD4039 DUCK CLUB LIGHT                     APPROX. 1.6 KM 3303107.5 |
 RD3925|---------------------------------------------------------------------|
 RD3925
 RD3925                          SUPERSEDED SURVEY CONTROL
 RD3925
 RD3925  NAD 83(1991)-  45 48 42.13209(N)    122 47 16.56970(W) AD(       ) 3
 RD3925  NAD 83(1986)-  45 48 42.15180(N)    122 47 16.56779(W) AD(       ) 3
 RD3925  NAD 27      -  45 48 42.72900(N)    122 47 12.19800(W) AD(       ) 3
 RD3925
 RD3925.Superseded values are not recommended for survey control.
 RD3925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3925.See file dsdata.txt to determine how the superseded data were derived.
 RD3925
 RD3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1647673149(NAD 83)
 RD3925_MARKER: DS = TRIANGULATION STATION DISK
 RD3925_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD3925
 RD3925  HISTORY     - Date     Condition        Report By
 RD3925  HISTORY     - 1937     MONUMENTED       CGS
 RD3925  HISTORY     - 1946     MARK NOT FOUND   CGS
 RD3925  HISTORY     - 1951     POOR             CGS
 RD3925
 RD3925                          STATION DESCRIPTION
 RD3925
 RD3925'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3925'STATION IS ON BACHELOR ISLAND, ABOUT 2-1/4 MILES S OF ITS N TANGENT,
 RD3925'ABOUT 250 METERS NNE OF THE HENRICI LANDING 1 LIGHT, ON THE LOW,
 RD3925'GRASS AND BRUSH COVERED ACCRETIONS DUE TO RIVER DREDGING.
 RD3925'
 RD3925'STATION IS MARKED BY A STANDARD DISK CEMENTED INTO A 5-FOOT LENGTH OR
 RD3925'4-INCH CAST-IRON SOIL PIPE, PROJECTING ABOUT 8 INCHES ABOVE THE
 RD3925'GROUND.
 RD3925'
 RD3925'THE REFERENCE MARKS WERE SIMILARLY SET.
 RD3925
 RD3925                          STATION RECOVERY (1946)
 RD3925
 RD3925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3925'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT BE
 RD3925'FOUND.  THE ISLAND HAS ERODED AND SOME SPOIL HAS ALSO BEEN DUMPED ON
 RD3925'THIS BAR.  THE MARK MAY HAVE BEEN WASHED OUT OR COVERED.
 RD3925'
 RD3925'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
 RD3925
 RD3925                          STATION RECOVERY (1951)
 RD3925
 RD3925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3925'THE STATION WAS REPORTED LOST IN 1946 BUT WAS FOUND IN 1951.  THE
 RD3925'RIVER WAS IN FLOOD STAGE AND THE STATION WAS 2 FEET BELOW SURFACE OF
 RD3925'WATER AND THE REFERENCE MARKS WERE FLOODED BEFORE A SEARCH COULD
 RD3925'BE MADE FOR THEM.  USE 1937 DESCRIPTION WITH FOLLOWING CORRECTIONS--
 RD3925'
 RD3925'HENRICI LANDING 1 LIGHT IS NOW HENRICI CROSSING 9 LIGHT.  STATION IS
 RD3925'NOW AT THE EDGE OF THE TREE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3961 ***********************************************************************
 RD3961  DESIGNATION -  BACHELOR IS S BASE
 RD3961  PID         -  RD3961
 RD3961  STATE/COUNTY-  WA/CLARK
 RD3961  USGS QUAD   -  ST HELENS (1990)
 RD3961
 RD3961                         *CURRENT SURVEY CONTROL
 RD3961  ___________________________________________________________________
 RD3961* NAD 83(1991)-  45 48 04.85314(N)    122 46 57.06709(W)     ADJUSTED  
 RD3961* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 RD3961  ___________________________________________________________________
 RD3961  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 RD3961  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 RD3961
 RD3961  HORZ ORDER  -  THIRD
 RD3961
 RD3961.The horizontal coordinates were established by classical geodetic methods
 RD3961.and adjusted by the National Geodetic Survey in December 1991..
 RD3961
 RD3961.The orthometric height was scaled from a topographic map.
 RD3961
 RD3961.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3961
 RD3961.The geoid height was determined by GEOID03.
 RD3961
 RD3961;                    North         East     Units Scale Factor Converg.
 RD3961;SPC WA S     -    54,587.573   322,580.347   MT  1.00000740   -1 39 28.8
 RD3961;SPC WA S     -   179,092.73  1,058,332.36   sFT  1.00000740   -1 39 28.8
 RD3961;SPC OR N     -   239,721.499 2,322,588.385   MT  0.99995556   -1 37 07.4
 RD3961;SPC OR N     -   786,487.86  7,620,040.63   iFT  0.99995556   -1 37 07.4
 RD3961;UTM  10      - 5,071,999.284   516,900.247   MT  0.99960351   +0 09 21.3
 RD3961
 RD3961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3961!SPC WA S     -   1.00000306  x   1.00000740  =   1.00001046
 RD3961!SPC OR N     -   1.00000306  x   0.99995556  =   0.99995862
 RD3961!UTM  10      -   1.00000306  x   0.99960351  =   0.99960657
 RD3961
 RD3961|---------------------------------------------------------------------|
 RD3961| PID    Reference Object                     Distance      Geod. Az  |
 RD3961|                                                           dddmmss.s |
 RD3961| CE2283 BACHELOR IS S BASE RM 2              32.435 METERS 02829     |
 RD3961| CE2282 BACHELOR IS S BASE RM 1              26.442 METERS 10315     |
 RD3961| RD3994 WILLOW 2                            435.373 METERS 1263228.3 |
 RD3961| RD4028 BACHELOR DIKE LIGHT                 APPROX. 2.1 KM 1552845.7 |
 RD3961| RD4029 DIKE 21.2 DOLPHIN WEST END          APPROX. 1.8 KM 1563934.7 |
 RD3961| RD4005 DIKE 21.4 DOLPHIN WEST END          APPROX. 1.5 KM 1581741.4 |
 RD3961| RD4012 BACHELOR POINT LIGHT                APPROX. 1.1 KM 1602630.7 |
 RD3961| RD3949 HENRICI CROSSING LIGHT 3            418.226 METERS 1743320.3 |
 RD3961| RD3947 FISHTRAP                            APPROX. 0.9 KM 2283915.2 |
 RD3961| RD3957 DIKE 22.5 DOLPHIN EAST END          APPROX. 0.8 KM 2431124.6 |
 RD3961| RD3982 HENRICI CROSSING LIGHT 2            APPROX. 1.0 KM 2820657.4 |
 RD3961| RD4004 HENRICI LANDING FRONT RNG LT        APPROX. 1.4 KM 3044258.4 |
 RD3961| RD3921 DIKE 22.6 DOLPHIN WEST END          315.949 METERS 30955     |
 RD3961| RD4017 OLD FRONT                           APPROX. 2.2 KM 3232547.2 |
 RD3961| RD3942 HENRICI CROSSING LIGHT 1            APPROX. 1.0 KM 3305210.3 |
 RD3961|---------------------------------------------------------------------|
 RD3961
 RD3961                          SUPERSEDED SURVEY CONTROL
 RD3961
 RD3961  NAD 83(1991)-  45 48 04.85314(N)    122 46 57.06708(W) AD(       ) 3
 RD3961  NAD 83(1986)-  45 48 04.87285(N)    122 46 57.06537(W) AD(       ) 3
 RD3961  NAD 27      -  45 48 05.44900(N)    122 46 52.69800(W) AD(       ) 3
 RD3961
 RD3961.Superseded values are not recommended for survey control.
 RD3961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3961.See file dsdata.txt to determine how the superseded data were derived.
 RD3961
 RD3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1690071999(NAD 83)
 RD3961_MARKER: DS = TRIANGULATION STATION DISK
 RD3961_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD3961
 RD3961  HISTORY     - Date     Condition        Report By
 RD3961  HISTORY     - 1937     MONUMENTED       CGS
 RD3961  HISTORY     - 1946     MARK NOT FOUND   CGS
 RD3961
 RD3961                          STATION DESCRIPTION
 RD3961
 RD3961'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3961'STATION IS ON BACHELOR ISLAND, ABOUT 440 METERS N OF HENRICI
 RD3961'CROSSING 3 LIGHT, IN THE SPARSE GRASS-COVERED ACCRETION DUE TO RIVER
 RD3961'DREDGING.
 RD3961'
 RD3961'STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A 5-FOOT
 RD3961'SECTION OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING ABOUT 8 INCHES
 RD3961'ABOVE SURFACE OF THE GROUND.
 RD3961'
 RD3961'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN THE TOP OF 2
 RD3961'1/2-FOOT SECTIONS OF SIMILAR PIPE, AND PROJECT ABOUT 4 INCHES.
 RD3961'
 RD3961'ALL MARKS STAMPED BACH. I.S. BASE 1937.
 RD3961
 RD3961                          STATION RECOVERY (1946)
 RD3961
 RD3961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3961'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT BE
 RD3961'FOUND.  THERE HAS BEEN ADDITIONAL DREDGING OFFSHORE AND THE
 RD3961'STATION MAY HAVE BEEN COVERED BY SPOIL.
 RD3961'
 RD3961'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4012 ***********************************************************************
 RD4012  DESIGNATION -  BACHELOR POINT LIGHT
 RD4012  PID         -  RD4012
 RD4012  STATE/COUNTY-  WA/CLARK
 RD4012  USGS QUAD   -  ST HELENS (1990)
 RD4012
 RD4012                         *CURRENT SURVEY CONTROL
 RD4012  ___________________________________________________________________
 RD4012* NAD 83(1991)-  45 47 30.49185(N)    122 46 39.61721(W)     ADJUSTED  
 RD4012* NAVD 88     -                                                        
 RD4012  ___________________________________________________________________
 RD4012  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 RD4012  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 RD4012
 RD4012  HORZ ORDER  -  THIRD
 RD4012
 RD4012.The horizontal coordinates were established by classical geodetic methods
 RD4012.and adjusted by the National Geodetic Survey in December 1991..
 RD4012
 RD4012
 RD4012.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4012
 RD4012.The geoid height was determined by GEOID03.
 RD4012
 RD4012;                    North         East     Units Scale Factor Converg.
 RD4012;SPC WA S     -    53,516.236   322,926.382   MT  1.00000967   -1 39 16.2
 RD4012;SPC WA S     -   175,577.85  1,059,467.64   sFT  1.00000967   -1 39 16.2
 RD4012;SPC OR N     -   238,650.457 2,322,935.136   MT  0.99995373   -1 36 55.1
 RD4012;SPC OR N     -   782,973.94  7,621,178.27   iFT  0.99995373   -1 36 55.1
 RD4012;UTM  10      - 5,070,939.865   517,279.867   MT  0.99960367   +0 09 33.7
 RD4012
 RD4012                          SUPERSEDED SURVEY CONTROL
 RD4012
 RD4012  NAD 83(1991)-  45 47 30.49184(N)    122 46 39.61720(W) AD(       ) 4
 RD4012  NAD 83(1986)-  45 47 30.51158(N)    122 46 39.61568(W) AD(       ) 4
 RD4012  NAD 27      -  45 47 31.08700(N)    122 46 35.25000(W) AD(       ) 3
 RD4012
 RD4012.Superseded values are not recommended for survey control.
 RD4012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4012.See file dsdata.txt to determine how the superseded data were derived.
 RD4012
 RD4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1728070940(NAD 83)
 RD4012_MARKER: 14 = NAVIGATION LIGHT
 RD4012
 RD4012  HISTORY     - Date     Condition        Report By
 RD4012  HISTORY     - 1937     FIRST OBSERVED   CGS
 RD4012
 RD4012                          STATION DESCRIPTION
 RD4012
 RD4012'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD4012'THIS STATION IS ONE OF THE CENTERS OF RESPECTIVE LIGHTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4024 ***********************************************************************
 RD4024  DESIGNATION -  BACHELORS POINT LIGHT
 RD4024  PID         -  RD4024
 RD4024  STATE/COUNTY-  WA/CLARK
 RD4024  USGS QUAD   -  ST HELENS (1990)
 RD4024
 RD4024                         *CURRENT SURVEY CONTROL
 RD4024  ___________________________________________________________________
 RD4024* NAD 83(1991)-  45 47 16.66599(N)    122 46 25.76184(W)     ADJUSTED  
 RD4024* NAVD 88     -                                                        
 RD4024  ___________________________________________________________________
 RD4024  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 RD4024  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 RD4024
 RD4024  HORZ ORDER  -  THIRD
 RD4024
 RD4024.The horizontal coordinates were established by classical geodetic methods
 RD4024.and adjusted by the National Geodetic Survey in December 1991..
 RD4024
 RD4024
 RD4024.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4024
 RD4024.The geoid height was determined by GEOID03.
 RD4024
 RD4024;                    North         East     Units Scale Factor Converg.
 RD4024;SPC WA S     -    53,080.913   323,213.207   MT  1.00001059   -1 39 06.1
 RD4024;SPC WA S     -   174,149.63  1,060,408.66   sFT  1.00001059   -1 39 06.1
 RD4024;SPC OR N     -   238,215.355 2,323,222.242   MT  0.99995300   -1 36 45.2
 RD4024;SPC OR N     -   781,546.44  7,622,120.22   iFT  0.99995300   -1 36 45.2
 RD4024;UTM  10      - 5,070,514.012   517,580.205   MT  0.99960380   +0 09 43.6
 RD4024
 RD4024                          SUPERSEDED SURVEY CONTROL
 RD4024
 RD4024  NAD 83(1991)-  45 47 16.66600(N)    122 46 25.76184(W) AD(       ) 4
 RD4024  NAD 83(1986)-  45 47 16.68579(N)    122 46 25.76035(W) AD(       ) 4
 RD4024  NAD 27      -  45 47 17.25800(N)    122 46 21.40100(W) AD(       ) 3
 RD4024
 RD4024.Superseded values are not recommended for survey control.
 RD4024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4024.See file dsdata.txt to determine how the superseded data were derived.
 RD4024
 RD4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1758070514(NAD 83)
 RD4024
 RD4024  HISTORY     - Date     Condition        Report By
 RD4024  HISTORY     - 1913     MONUMENTED       CGS
 RD4024  HISTORY     - 1937     SEE DESCRIPTION  CGS
 RD4024  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD4024
 RD4024                          STATION DESCRIPTION
 RD4024
 RD4024'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD4024'THIS STATION IS ONE OF THE CENTERS OF RESPECTIVE LIGHTS.
 RD4024
 RD4024                          STATION RECOVERY (1946)
 RD4024
 RD4024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD4024'ACCORDING TO THE PACIFIC COAST LIGHT LIST FOR 1945, THIS LIGHT WAS
 RD4024'REBUILT IN 1944.
 RD4024'
 RD4024'THE STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3769 ***********************************************************************
 SY3769  DESIGNATION -  BACKUS
 SY3769  PID         -  SY3769
 SY3769  STATE/COUNTY-  WA/KING
 SY3769  USGS QUAD   -  
 SY3769
 SY3769                         *CURRENT SURVEY CONTROL
 SY3769  ___________________________________________________________________
 SY3769* NAD 83(1991)-  47 41 22.96876(N)    122 08 13.64371(W)     ADJUSTED  
 SY3769* NAVD 88     -         9.51   (+/-2cm)      31.2    (feet)  VERTCON   
 SY3769  ___________________________________________________________________
 SY3769  LAPLACE CORR-           7.59  (seconds)                    DEFLEC99
 SY3769  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SY3769
 SY3769  HORZ ORDER  -  SECOND
 SY3769  VERT ORDER  -  THIRD ? (See Below)
 SY3769
 SY3769.The horizontal coordinates were established by classical geodetic methods
 SY3769.and adjusted by the National Geodetic Survey in December 1991..
 SY3769
 SY3769.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3769.The vertical order pertains to the NGVD 29 superseded value.
 SY3769
 SY3769.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3769
 SY3769.The geoid height was determined by GEOID03.
 SY3769
 SY3769;                    North         East     Units Scale Factor Converg.
 SY3769;SPC WA N     -    77,512.695   402,129.845   MT  0.99997002   -0 58 14.5
 SY3769;SPC WA N     -   254,306.23  1,319,321.00   sFT  0.99997002   -0 58 14.5
 SY3769;UTM  10      - 5,282,174.694   564,751.518   MT  0.99965152   +0 38 17.3
 SY3769
 SY3769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3769!SPC WA N     -   1.00000220  x   0.99997002  =   0.99997222
 SY3769!UTM  10      -   1.00000220  x   0.99965152  =   0.99965372
 SY3769
 SY3769:                Primary Azimuth Mark                     Grid Az
 SY3769:SPC WA N     -  MOORE                                    125 32 34.8
 SY3769:UTM  10      -  MOORE                                    123 56 03.0
 SY3769
 SY3769|---------------------------------------------------------------------|
 SY3769| PID    Reference Object                     Distance      Geod. Az  |
 SY3769|                                                           dddmmss.s |
 SY3769| SY3527 MOORE                               APPROX. 1.1 KM 1243420.3 |
 SY3769| CF7131 BACKUS RM 1                          26.050 METERS 25142     |
 SY3769|---------------------------------------------------------------------|
 SY3769
 SY3769                          SUPERSEDED SURVEY CONTROL
 SY3769
 SY3769  NAD 83(1986)-  47 41 22.96102(N)    122 08 13.64816(W) AD(       ) 2
 SY3769  NAD 27      -  47 41 23.60900(N)    122 08 09.22000(W) AD(       ) 2
 SY3769  NGVD 29 (07/19/86)    8.42   (m)           27.6    (f) LEVELING    3  
 SY3769
 SY3769.Superseded values are not recommended for survey control.
 SY3769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3769.See file dsdata.txt to determine how the superseded data were derived.
 SY3769
 SY3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6475282175(NAD 83)
 SY3769_MARKER: Z = SEE DESCRIPTION
 SY3769_SETTING: 0 = UNSPECIFIED SETTING
 SY3769
 SY3769  HISTORY     - Date     Condition        Report By
 SY3769  HISTORY     - 1936     MONUMENTED       WAGS
 SY3769  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY3769  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY3769
 SY3769                          STATION DESCRIPTION
 SY3769
 SY3769'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SY3769'STATION IS LOCATED 1.5 MILES NW OF REDMOND ON THE W SIDE OF THE
 SY3769'SAMMAMISH RIVER.  IT IS IN THE SE 1/4 OF SW 1/4 OF SEC. 35, T.26,
 SY3769'R.5.
 SY3769'
 SY3769'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS WEDGED
 SY3769'IN DRILL HOLES IN BOULDERS.
 SY3769'
 SY3769'THE STATION MARK IS 0.3 FOOT BELOW THE SURFACE, AND IS STAMPED KING
 SY3769'COUNTY AERIAL SURVEY.
 SY3769'
 SY3769'THE REFERENCE MARK IS SET 26.08 FEET MAGNETIC S 49 DEG W FROM THE
 SY3769'STATION.
 SY3769'
 SY3769'STATION IS REACHED AS FOLLOWS--FROM FIRST AND JACKSON STREETS IN
 SY3769'REDMOND, RUN N ON PAVEMENT 1.9 MILES TO A FARM ROAD COMING IN ON
 SY3769'RIGHT AT ALFRED BERTOTHS MAIL BOX.  TURN W INTO ROAD DOWN HILL 0.3
 SY3769'MILE TO BARN AND ANOTHER 0.1 MILE TO SAMMAMISH RIVER BRIDGE.  TURN
 SY3769'S ALONG RIVER THROUGH FIELDS 0.5 MILE.  STATION IS IN SW CORNER OF
 SY3769'FIELD, IN VALLEY BELONGING TO LEROY F. BACKUS, ABOUT 100 YARDS W OF
 SY3769'SAMMAMISH RIVER, 62.20 FEET SE OF A TACK IN TOP OF A 3- BY 3-INCH
 SY3769'CEDAR STAKE IN FENCE LINE, 50 FEET SE OF A SMALL WILLOW, 31 FEET E
 SY3769'OF SMALL WILLOW 185 FEET NE OF SMALL WILLOW, 91.08 FEET N OF TACK IN
 SY3769'A 3- BY 3-INCH CEDAR STAKE NEAR INTERSECTION OF TWO FENCE LINES S
 SY3769'OF STATION, AND 210 FEET NW OF A SMALL WILLOW.
 SY3769'
 SY3769'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY3769
 SY3769                          STATION RECOVERY (1960)
 SY3769
 SY3769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CMB)
 SY3769'UNABLE TO LOCATE STATION.  NO TRACE REMAINS.
 SY3769
 SY3769                          STATION RECOVERY (1963)
 SY3769
 SY3769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3769'NO TRACE OF THE STATION WAS FOUND.  THE AREA IS IN CULTIVATION AT THE
 SY3769'PRESENT TIME, AND ABOUT THE ONLY WAY TO FIND AN UNDERGROUND MARK
 SY3769'WOULD BE TO LOCATE A POINT WITH COORDINATES AND WORK FROM THERE.
 SY3769'THERE IS NO INDICATION OF THE STATION HAVING BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0530 ***********************************************************************
 TQ0530  DESIGNATION -  BACON
 TQ0530  PID         -  TQ0530
 TQ0530  STATE/COUNTY-  WA/WHATCOM
 TQ0530  USGS QUAD   -  BACON PEAK (1989)
 TQ0530
 TQ0530                         *CURRENT SURVEY CONTROL
 TQ0530  ___________________________________________________________________
 TQ0530* NAD 83(1991)-  48 39 45.76156(N)    121 31 13.80928(W)     ADJUSTED  
 TQ0530* NAVD 88     -      2154.96   (+/-2cm)    7070.1    (feet)  VERTCON   
 TQ0530  ___________________________________________________________________
 TQ0530  LAPLACE CORR-           8.95  (seconds)                    DEFLEC99
 TQ0530  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 TQ0530
 TQ0530  HORZ ORDER  -  FIRST
 TQ0530  VERT ORDER  -  THIRD ? (See Below)
 TQ0530
 TQ0530.The horizontal coordinates were established by classical geodetic methods
 TQ0530.and adjusted by the National Geodetic Survey in December 1991..
 TQ0530
 TQ0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0530.The vertical order pertains to the NGVD 29 superseded value.
 TQ0530
 TQ0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0530
 TQ0530.The geoid height was determined by GEOID03.
 TQ0530
 TQ0530;                    North         East     Units Scale Factor Converg.
 TQ0530;SPC WA N     -   185,096.018   449,381.261   MT  0.99998749   -0 30 41.8
 TQ0530;SPC WA N     -   607,269.19  1,474,345.02   sFT  0.99998749   -0 30 41.8
 TQ0530;UTM  10      - 5,391,018.322   608,941.457   MT  0.99974581   +1 06 39.5
 TQ0530
 TQ0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0530!SPC WA N     -   0.99966522  x   0.99998749  =   0.99965272
 TQ0530!UTM  10      -   0.99966522  x   0.99974581  =   0.99941112
 TQ0530
 TQ0530|---------------------------------------------------------------------|
 TQ0530| PID    Reference Object                     Distance      Geod. Az  |
 TQ0530|                                                           dddmmss.s |
 TQ0530| CF4061 BACON RM 1                            8.547 METERS 04235     |
 TQ0530| CF4060 BACON AZ MK                                        0541628.6 |
 TQ0530| CF4062 BACON RM 2                            7.120 METERS 18816     |
 TQ0530| TQ0532 SAUK 2                              APPROX.16.6 KM 2005315.7 |
 TQ0530|---------------------------------------------------------------------|
 TQ0530
 TQ0530                          SUPERSEDED SURVEY CONTROL
 TQ0530
 TQ0530  NAD 83(1986)-  48 39 45.76350(N)    121 31 13.80625(W) AD(       ) 1
 TQ0530  NAD 27      -  48 39 46.32400(N)    121 31 09.31600(W) AD(       ) 1
 TQ0530  NGVD 29 (07/19/86) 2153.69   (m)         7065.9    (f) LEVELING    3  
 TQ0530
 TQ0530.Superseded values are not recommended for survey control.
 TQ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0530.See file dsdata.txt to determine how the superseded data were derived.
 TQ0530
 TQ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU0894191018(NAD 83)
 TQ0530_MARKER: DD = SURVEY DISK
 TQ0530_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0530_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 TQ0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0530+STABILITY: POSITION/ELEVATION WELL
 TQ0530
 TQ0530  HISTORY     - Date     Condition        Report By
 TQ0530  HISTORY     - 1926     MONUMENTED       CGS
 TQ0530  HISTORY     - 1926     GOOD             CGS
 TQ0530  HISTORY     - 1950     GOOD             CGS
 TQ0530  HISTORY     - 1950     GOOD             USGS
 TQ0530
 TQ0530                          STATION DESCRIPTION
 TQ0530
 TQ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (PCD)
 TQ0530'ON THE HIGHEST OF SEVERAL ROCKY PEAKS LYING AT THE HEADS OF THE WEST
 TQ0530'FORK OF BACON CREEK AND THE EAST FORK OF BAKER RIVER, AND A LITTLE
 TQ0530'NORTH OF THE HEAD OF DIAPOSSE CREEK, ALL TRIBUTARY TO THE SKAGIT
 TQ0530'RIVER.  ALTHOUGH THE STATION IS BUT LITTLE ABOVE THE TIMBER LINE, IT
 TQ0530'IS SURROUNDED BY HEAVY GLACIERS WHICH MUST BE CROSSED TO REACH IT.
 TQ0530'CONSEQUENTLY, FOR SAFETY, IT SHOULD BE OCCUPIED IN JULY OR AUGUST.
 TQ0530'HERETOFORE IT HAS BEEN REACHED FROM THE WEST FORK OF BACON CREEK.
 TQ0530'
 TQ0530'STATION MARK--A BRONZE DISK, CEMENTED IN OUTCROPPING BEDROCK, WITH A
 TQ0530'7 - FOOT CAIRN BUILT OVER IT.  THE STATION WAS RECOVERED IN 1926 BY
 TQ0530'THE US COAST AND GEODETIC SURVEY AND A FIRST - ORDER TRIANGULATION
 TQ0530'STATION WAS ESTABLISHED ABOUT 10 INCHES NORTH OF THE ORIGINAL STATION
 TQ0530'MARK.  THE USC AND GS STATION MARK IS A STANDARD BRONZE - DISK STATION
 TQ0530'MARK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  A STANDARD
 TQ0530'BRONZE - DISK REFERENCE MARK WEDGED IN A DRILL HOLE IN OUTCROPPING
 TQ0530'BEDROCK, WITH THE ARROW POINTING TOWARD THE USC AND GS STATION MARK,
 TQ0530'IS 8.580 METERS DISTANT IN BEARING 222 DEGREES 30 MINUTES 33 SECONDS
 TQ0530'FROM THE USC AND GS STATION MARK.  A SECOND STANDARD BRONZE - DISK
 TQ0530'REFERENCE MARK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK IS 7.135
 TQ0530'METERS DISTANT IN BEARING 8 DEGREES 21 MINUTES 58 SECONDS FROM THE
 TQ0530'USC AND GS STATION.
 TQ0530
 TQ0530                          STATION RECOVERY (1950)
 TQ0530
 TQ0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TQ0530'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE IN
 TQ0530'GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AND WILL BE
 TQ0530'DESCRIBED LATER.  A COMPLETE DESCRIPTION FOLLOWS.
 TQ0530'
 TQ0530'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE CENTER ONE OF
 TQ0530'THREE SIMILAR ROCKY PEAKS THAT FORM THE TOP OF BACON PEAK.  IT IS
 TQ0530'ABOUT 12 MILES AIRLINE WEST OF NEWHALEM, ABOUT 10 MILES AIRLINE
 TQ0530'NORTH-NORTHWEST OF MARBLEMOUNT, AND ABOUT 14 MILES AIRLINE
 TQ0530'NORTHEAST OF CONCRETE.
 TQ0530'
 TQ0530'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK
 TQ0530'THAT PROJECTS 3 FEET AND IS ABOUT 7 FEET IN DIAMETER.  THE DISK
 TQ0530'IS NOT STAMPED.
 TQ0530'
 TQ0530'REFERENCE MARK NUMBER ONE IS A STANDARD DISK SET IN A DRILL
 TQ0530'HOLE IN BEDROCK THAT IS ABOUT 7 FEET LOWER THAN THE STATION.  THE
 TQ0530'DISK IS STAMPED--BACON 1925.
 TQ0530'
 TQ0530'REFERENCE MARK NUMBER TWO IS A STANDARD DISK SET IN A DRILL HOLE
 TQ0530'IN OUTCROPPING BEDROCK THAT PROJECTS 8 INCHES, AND IS ABOUT 1 FOOT
 TQ0530'LOWER THAN THE STATION.  THE DISK IS STAMPED--BACON 1925.
 TQ0530'
 TQ0530'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 TQ0530'OUTCROPPING BEDROCK THAT FORMS A SMALL BENCH ABOUT MIDWAY
 TQ0530'BETWEEN THE DIVIDE AND THE STATION HILL.  IT IS 2 FEET WEST OF A
 TQ0530'3-FOOT CAIRN AND PROJECTS ABOUT 3 FEET.  THE DISK IS
 TQ0530'STAMPED--BACON 1926.  TO REACH THE MARK FROM THE STATION GO
 TQ0530'NORTHEAST ACROSS THE GLACIER FOR ABOUT 1/2 MILE TO A BENCH.
 TQ0530'GO DOWN THE EAST SIDE OF THE BENCH AND THEN KEEPING THE
 TQ0530'SAME CONTOUR ALONG THE WEST SIDE OF THE HILL TO A SMALL
 TQ0530'BENCH AND THE MARK ON THE HIGHEST POINT OF THE BENCH.
 TQ0530'
 TQ0530'TO REACH THE STATION FROM MARBLEMOUNT GO NORTHEAST ON THE NEWHALEM
 TQ0530'ROAD FOR 5.0 MILES TO A ROAD TO THE LEFT.  TURN LEFT AS PER SIGN
 TQ0530'BACON CR. TR. 4 AND GO 4.0 MILES TO THE END OF THE ROAD, A FOREST
 TQ0530'SERVICE CAMP GROUND, AND THE END OF TRUCK TRAVEL.  FROM THE
 TQ0530'CAMP PACK NORTHWESTERLY ON THE BACON CREEK TRAIL FOR ABOUT 3
 TQ0530'MILES TO A SHELTER CABIN AND THE WEST FORK OF BACON CREEK.  CROSS
 TQ0530'OVER BACON CREEK AND GO WEST UP THE WEST FORK OF BACON CREEK
 TQ0530'FOR ABOUT 1-1/2 MILES TO A WATER FALL IN THE TIMBER ON THE SOUTH
 TQ0530'SIDE OF THE CREEK, AND A HIGH BALD DOME TO THE SOUTHWEST.
 TQ0530'CROSS OVER THE CREEK AND ASCEND THE STEEP CANYON WALL, THAT
 TQ0530'LIES BETWEEN THE WATER FALL AND THE HIGH BALD DOME, TO A SMALL
 TQ0530'GLACIAL BENCH THAT IS NEAR TIMBERLINE.  FROM THE SMALL BENCH GO
 TQ0530'WEST UP THE VERY STEEP AND NARROW CANYON TO THE DIVIDE.
 TQ0530'FROM THE DIVIDE GO WEST-SOUTHWEST ACROSS THE GLACIER TO
 TQ0530'THE FIRST BENCH AND THE AZIMUTH MARK.  FROM THE BENCH GO
 TQ0530'SOUTH ALONG THE WEST SIDE OF THE GLACIER, HOLDING ABOUT THE
 TQ0530'SAME CONTOUR, TO A SMALL BENCH.  GO WEST OVER THE BENCH AND THEN
 TQ0530'GO SOUTHWESTERLY UP THE GLACIAL SLOPE TO THE SUMMIT OF THE CENTER
 TQ0530'ROCKY PEAK AND THE STATION.
 TQ0530'
 TQ0530'NOTE--THE ROUTE FROM THE DIVIDE TO THE STATION IS OVER CONTINUOUS
 TQ0530'GLACIERS AND WILL BE A DANGEROUS TRIP WITHOUT THE PROPER
 TQ0530'EQUIPMENT AND SHOULD IF POSSIBLE BE MADE DURING THE MONTHS OF
 TQ0530'JULY AND AUGUST FOR SAFETY.  THE PACK WILL REQUIRE ABOUT 15 HOURS.
 TQ0530
 TQ0530                          STATION RECOVERY (1950)
 TQ0530
 TQ0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 TQ0530'RECOVERED AS DESCRIBED BY CGS.  RMS AGREE WITH CGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0559 ***********************************************************************
 TQ0559  DESIGNATION -  BACON
 TQ0559  PID         -  TQ0559
 TQ0559  STATE/COUNTY-  WA/WHATCOM
 TQ0559  USGS QUAD   -  BACON PEAK (1989)
 TQ0559
 TQ0559                         *CURRENT SURVEY CONTROL
 TQ0559  ___________________________________________________________________
 TQ0559* NAD 83(1991)-  48 39 45.75347(N)    121 31 13.80928(W)     ADJUSTED  
 TQ0559* NAVD 88     -      2155.     (meters)    7070.     (feet)  SCALED    
 TQ0559  ___________________________________________________________________
 TQ0559  LAPLACE CORR-           8.95  (seconds)                    DEFLEC99
 TQ0559  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 TQ0559
 TQ0559  HORZ ORDER  -  THIRD
 TQ0559
 TQ0559.The horizontal coordinates were established by classical geodetic methods
 TQ0559.and adjusted by the National Geodetic Survey in December 1991..
 TQ0559
 TQ0559.The orthometric height was scaled from a topographic map.
 TQ0559
 TQ0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0559
 TQ0559.The geoid height was determined by GEOID03.
 TQ0559
 TQ0559;                    North         East     Units Scale Factor Converg.
 TQ0559;SPC WA N     -   185,095.768   449,381.259   MT  0.99998749   -0 30 41.8
 TQ0559;SPC WA N     -   607,268.37  1,474,345.01   sFT  0.99998749   -0 30 41.8
 TQ0559;UTM  10      - 5,391,018.072   608,941.462   MT  0.99974581   +1 06 39.5
 TQ0559
 TQ0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0559!SPC WA N     -   0.99966522  x   0.99998749  =   0.99965272
 TQ0559!UTM  10      -   0.99966522  x   0.99974581  =   0.99941112
 TQ0559
 TQ0559|---------------------------------------------------------------------|
 TQ0559| PID    Reference Object                     Distance      Geod. Az  |
 TQ0559|                                                           dddmmss.s |
 TQ0559| TQ0530 BACON                                 0.250 METERS 00000     |
 TQ0559| TQ0485 GLACIER                             APPROX.39.9 KM 0305728.2 |
 TQ0559|---------------------------------------------------------------------|
 TQ0559
 TQ0559                          SUPERSEDED SURVEY CONTROL
 TQ0559
 TQ0559  NAD 83(1986)-  48 39 45.75541(N)    121 31 13.80625(W) AD(       ) 3
 TQ0559
 TQ0559.Superseded values are not recommended for survey control.
 TQ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0559.See file dsdata.txt to determine how the superseded data were derived.
 TQ0559
 TQ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU0894191018(NAD 83)
 TQ0559_MARKER: DD = SURVEY DISK
 TQ0559_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0559_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 TQ0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0559+STABILITY: POSITION/ELEVATION WELL
 TQ0559
 TQ0559  HISTORY     - Date     Condition        Report By
 TQ0559  HISTORY     - 1905     MONUMENTED       IBC
 TQ0559
 TQ0559                          STATION DESCRIPTION
 TQ0559
 TQ0559'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (ECB)
 TQ0559'ON THE HIGHEST OF SEVERAL ROCKY PEAKS LYING AT THE HEADS OF THE WEST
 TQ0559'FORK OF BACON CREEK AND THE EAST FORK OF BAKER RIVER, AND A LITTLE
 TQ0559'NORTH OF THE HEAD OF DIAPOSSE CREEK, ALL TRIBUTARY TO THE SKAGIT
 TQ0559'RIVER.  ALTHOUGH THE STATION IS BUT LITTLE ABOVE THE TIMBER LINE, IT
 TQ0559'IS SURROUNDED BY HEAVY GLACIERS WHICH MUST BE CROSSED TO REACH IT.
 TQ0559'CONSEQUENTLY, FOR SAFETY, IT SHOULD BE OCCUPIED IN JULY OR AUGUST.
 TQ0559'HERETOFORE IT HAS BEEN REACHED FROM THE WEST FORK OF BACON CREEK.
 TQ0559'
 TQ0559'STATION MARK--A BRONZE DISK, CEMENTED IN OUTCROPPING BEDROCK, WITH A
 TQ0559'7 - FOOT CAIRN BUILT OVER IT.  THE STATION WAS RECOVERED IN 1926 BY
 TQ0559'THE US COAST AND GEODETIC SURVEY AND A FIRST - ORDER TRIANGULATION
 TQ0559'STATION WAS ESTABLISHED ABOUT 10 INCHES NORTH OF THE ORIGINAL STATION
 TQ0559'MARK.  THE USC AND GS STATION MARK IS A STANDARD BRONZE - DISK STATION
 TQ0559'MARK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  A STANDARD
 TQ0559'BRONZE - DISK REFERENCE MARK WEDGED IN A DRILL HOLE IN OUTCROPPING
 TQ0559'BEDROCK, WITH THE ARROW POINTING TOWARD THE USC AND GS STATION MARK,
 TQ0559'IS 8.580 METERS DISTANT IN BEARING 222 DEGREES 30 MINUTES 33 SECONDS
 TQ0559'FROM THE USC AND GS STATION MARK.  A SECOND STANDARD BRONZE - DISK
 TQ0559'REFERENCE MARK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK IS 7.135
 TQ0559'METERS DISTANT IN BEARING 8 DEGREES 21 MINUTES 58 SECONDS FROM THE
 TQ0559'USC AND GS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1439 ***********************************************************************
 SW1439  DESIGNATION -  BACON SS 1937
 SW1439  PID         -  SW1439
 SW1439  STATE/COUNTY-  WA/GRANT
 SW1439  USGS QUAD   -  MOLD (1965)
 SW1439
 SW1439                         *CURRENT SURVEY CONTROL
 SW1439  ___________________________________________________________________
 SW1439* NAD 83(1991)-  47 40 25.36505(N)    119 16 16.05754(W)     ADJUSTED  
 SW1439* NAVD 88     -       610.4    (meters)    2003.     (feet)  VERTCON   
 SW1439  ___________________________________________________________________
 SW1439  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 SW1439  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 SW1439
 SW1439  HORZ ORDER  -  SECOND
 SW1439
 SW1439.The horizontal coordinates were established by classical geodetic methods
 SW1439.and adjusted by the National Geodetic Survey in December 1991..
 SW1439
 SW1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1439
 SW1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1439
 SW1439.The geoid height was determined by GEOID03.
 SW1439
 SW1439;                    North         East     Units Scale Factor Converg.
 SW1439;SPC WA S     -   260,874.192   592,286.941   MT  1.00009578   +0 53 33.5
 SW1439;SPC WA S     -   855,884.74  1,943,194.74   sFT  1.00009578   +0 53 33.5
 SW1439;UTM  11      - 5,282,534.368   329,522.734   MT  0.99995715   -1 40 46.2
 SW1439
 SW1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1439!SPC WA S     -   0.99990745  x   1.00009578  =   1.00000322
 SW1439!UTM  11      -   0.99990745  x   0.99995715  =   0.99986460
 SW1439
 SW1439:                Primary Azimuth Mark                     Grid Az
 SW1439:SPC WA S     -  PURCELL 1934                             235 53 04.1
 SW1439:UTM  11      -  PURCELL 1934                             238 27 23.8
 SW1439
 SW1439|---------------------------------------------------------------------|
 SW1439| PID    Reference Object                     Distance      Geod. Az  |
 SW1439|                                                           dddmmss.s |
 SW1439| SW1445 PURCELL 1934                        APPROX. 3.5 KM 2364637.6 |
 SW1439|---------------------------------------------------------------------|
 SW1439
 SW1439                          SUPERSEDED SURVEY CONTROL
 SW1439
 SW1439  NAD 83(1986)-  47 40 25.37397(N)    119 16 16.04963(W) AD(       ) 2
 SW1439  NAD 27      -  47 40 25.84400(N)    119 16 11.95200(W) AD(       ) 2
 SW1439  NGVD 29 (07/19/86)  609.2    (m)         1999.     (f) VERT ANG       
 SW1439
 SW1439.Superseded values are not recommended for survey control.
 SW1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1439.See file dsdata.txt to determine how the superseded data were derived.
 SW1439
 SW1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN2952382534(NAD 83)
 SW1439_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1439_SETTING: 66 = SET IN ROCK OUTCROP
 SW1439_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1439
 SW1439  HISTORY     - Date     Condition        Report By
 SW1439  HISTORY     - 1937     MONUMENTED       BOR
 SW1439
 SW1439                          STATION DESCRIPTION
 SW1439
 SW1439'DESCRIBED BY US BUREAU OF RECLAMATION 1937 (CMB)
 SW1439'STATION IS LOCATED ON EDGE OF E COULEE WALL, NEAR S END, ABOUT 30
 SW1439'FEET S OF S 1/16 LINE OF SEC. 11, T. 25 N., R. 28 E. W.M., JUST
 SW1439'ABOVE OLD GRAVEL PIT, AND ABOUT 200 YARDS N OF LAST POINT OF E
 SW1439'WALL WHERE WALL BREAKS OFF INTO COULEE MONOOLINE.
 SW1439'
 SW1439'TO REACH FROM THE POST OFFICE IN COULEE CITY (0.0 MILE), DRIVE E
 SW1439'ON HIGHWAY AND FOLLOW U.S. HIGHWAY 10 FOR 4.4 MILES, TURN LEFT (N)
 SW1439'OFF U.S. HIGHWAY 10 ON DIRT ROAD.  5.28, TURN LEFT THROUGH GATE AT
 SW1439'OLD RANCH AND FOLLOW FENCE W.  5.78, THROUGH FENCE AND CONTINUE
 SW1439'W.  6.03, FENCE CORNER, TURN RIGHT AND FOLLOW OLD ROAD (AVOID
 SW1439'FIELD AT LEFT).  6.11, LEFT FORK.  6.28, TAKE LEFT FORK NW.
 SW1439'6.48, JOG IN N-S FENCE, GO N.  6.58, THROUGH GATE AND BEAR NW
 SW1439'ALONG OLD ROAD.  7.06, OLD WELL IN WATER HOLE, BEAR LEFT AROUND
 SW1439'SMALL KNOB AND THENCE W TO S END OF JAGGED HILL.  7.43 LEFT UP
 SW1439'NOSE OF RIDGE, THEN SW ALONG RIDGE TO RIM OF COULEE AT 7.78.
 SW1439'THEN S ACROSS SMALL DRAW TO STATION, 7.98.
 SW1439'
 SW1439'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 12B,
 SW1439'RESPECTIVELY.
 SW1439'
 SW1439'HEIGHT OF STAND ABOVE STATION MARK - 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1577 ***********************************************************************
 SW1577  DESIGNATION -  BADGER
 SW1577  PID         -  SW1577
 SW1577  STATE/COUNTY-  WA/DOUGLAS
 SW1577  USGS QUAD   -  PALISADES (1966)
 SW1577
 SW1577                         *CURRENT SURVEY CONTROL
 SW1577  ___________________________________________________________________
 SW1577* NAD 83(1991)-  47 28 25.67616(N)    119 58 47.48555(W)     ADJUSTED  
 SW1577* NAVD 88     -      1099.9    (meters)    3609.     (feet)  VERTCON   
 SW1577  ___________________________________________________________________
 SW1577  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 SW1577  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 SW1577
 SW1577  HORZ ORDER  -  SECOND
 SW1577
 SW1577.The horizontal coordinates were established by classical geodetic methods
 SW1577.and adjusted by the National Geodetic Survey in December 1991..
 SW1577
 SW1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1577
 SW1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1577
 SW1577.The geoid height was determined by GEOID03.
 SW1577
 SW1577;                    North         East     Units Scale Factor Converg.
 SW1577;SPC WA N     -    53,034.846   564,334.932   MT  1.00000499   +0 38 07.5
 SW1577;SPC WA N     -   173,998.49  1,851,488.86   sFT  1.00000499   +0 38 07.5
 SW1577;SPC WA S     -   238,056.332   539,210.011   MT  1.00003518   +0 22 40.2
 SW1577;SPC WA S     -   781,023.15  1,769,058.18   sFT  1.00003518   +0 22 40.2
 SW1577;UTM  11      - 5,262,122.597   275,473.741   MT  1.00021956   -2 11 49.1
 SW1577;UTM  10      - 5,262,239.826   727,561.474   MT  1.00023643   +2 13 36.1
 SW1577
 SW1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1577!SPC WA N     -   0.99983069  x   1.00000499  =   0.99983568
 SW1577!SPC WA S     -   0.99983069  x   1.00003518  =   0.99986586
 SW1577!UTM  11      -   0.99983069  x   1.00021956  =   1.00005021
 SW1577!UTM  10      -   0.99983069  x   1.00023643  =   1.00006708
 SW1577
 SW1577|---------------------------------------------------------------------|
 SW1577| PID    Reference Object                     Distance      Geod. Az  |
 SW1577|                                                           dddmmss.s |
 SW1577| CF1882 BADGER RM 1                           8.818 METERS 07346     |
 SW1577| CF1883 BADGER RM 2                           8.660 METERS 16206     |
 SW1577| CF1881 BADGER AZ MK                                       2983204.5 |
 SW1577|---------------------------------------------------------------------|
 SW1577
 SW1577                          SUPERSEDED SURVEY CONTROL
 SW1577
 SW1577  NAD 83(1986)-  47 28 25.68066(N)    119 58 47.47184(W) AD(       ) 2
 SW1577  NAD 27      -  47 28 26.21700(N)    119 58 43.27000(W) AD(       ) 2
 SW1577  NGVD 29 (07/19/86) 1098.7    (m)         3605.     (f) VERT ANG       
 SW1577
 SW1577.Superseded values are not recommended for survey control.
 SW1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1577.See file dsdata.txt to determine how the superseded data were derived.
 SW1577
 SW1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN7547462123(NAD 83)
 SW1577_MARKER: DD = SURVEY DISK
 SW1577_SETTING: 80 = SET IN A BOULDER
 SW1577_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SW1577
 SW1577  HISTORY     - Date     Condition        Report By
 SW1577  HISTORY     - 1948     MONUMENTED       USGS
 SW1577  HISTORY     - 1948     GOOD             CGS
 SW1577
 SW1577                          STATION DESCRIPTION
 SW1577
 SW1577'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (WRH)
 SW1577'THE STATION IS ON THE HIGHEST POINT OF THE SOUTHEAST SECTION OF
 SW1577'THE BADGER MOUNTAINS, ON THE CENTER ONE OF THREE BARREN ROUND
 SW1577'TOPPED HILLS.  IT IS ABOUT 12 MILES EAST NORTHEAST OF WENATCHEE,
 SW1577'11 MILES NORTHEAST OF THE ROCK ISLAND DAM, AND ABOUT 18 MILES
 SW1577'NORTH NORTHWEST OF THE TOWN OF QUINCY.
 SW1577'
 SW1577'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY
 SW1577'TRIANGULATION MARK THAT IS SET IN THE TOP OF A BOULDER THAT IS
 SW1577'EMBEDDED IN THE GROUND.  IT WAS REINFORCED WITH ADDITIONAL CONCRETE
 SW1577'AT THE TIME OF THIS OCCUPATION.  THE MARK PROJECTS ABOUT 3 INCHES
 SW1577'ABOVE THE GROUND AND IS UNSTAMPED.  IT IS MARKED BY A WHITE
 SW1577'WITNESS POST ABOUT 9 FEET TO THE SOUTH.
 SW1577'
 SW1577'REFERENCE MARK NUMBER 1, STAMPED BADGER USGS NO 1 1948, IS A
 SW1577'STANDARD REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10
 SW1577'INCH CONCRETE BLOCK THAT PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE
 SW1577'OF THE GROUND.
 SW1577'
 SW1577'REFERENCE MARK NUMBER 2, STAMPED BADGER USGS NO 2 1948, IS A
 SW1577'STANDARD REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10
 SW1577'INCH BLOCK OF CONCRETE THAT PROJECTS ABOUT 3 INCHES ABOVE THE
 SW1577'SURFACE OF THE GROUND.
 SW1577'
 SW1577'THE AZIMUTH MARK, STAMPED BADGER USGS 1948, IS A STANDARD AZIMUTH
 SW1577'MARK DISK THAT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 SW1577'THAT IS ON A PROMINENT ROCKY POINT ALONG THE DIVIDE.  IT IS ABOUT
 SW1577'THE SAME ELEVATION AS THE STATION.  THE MARK IS ON THE SOUTHWEST
 SW1577'SLOPE OF THE HILL, ABOUT 35 YARDS WEST OF THE HIGHEST POINT, 15
 SW1577'YARDS NORTH OF THE CREST OF THE GENTLE SLOPE, AND ABOUT 55 YARDS
 SW1577'NORTHEAST OF THE DIM TRACK ROAD ALONG THE DIVIDE.
 SW1577'
 SW1577'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON STATE
 SW1577'HIGHWAY 10 AND U.S. HIGHWAY 2 AT THE EAST END OF THE BRIDGE OVER
 SW1577'THE COLUMBIA RIVER IN WENATCHEE, GO SOUTHEAST ON HIGHWAY 10 FOR
 SW1577'8.5 MILES TO THE VILLAGE OF ROCK ISLAND.  CONTINUE ON THE HIGHWAY
 SW1577'FOR 2.1 MILES TO A GRAVEL ROAD TO THE LEFT JUST AFTER CROSSING A
 SW1577'SMALL CONCRETE BRIDGE.  TURN LEFT AND FOLLOW THE GRADED ROAD
 SW1577'UPGRADE FOR 3.2 MILES TO AN INTERSECTION AT THE TOP OF THE
 SW1577'GRADE.  TAKE THE LEFT FORK AS PER SIGN WATERVILLE 24.9 AND
 SW1577'FOLLOW THE MAIN TRAVELED ROAD TOWARD WATERVILLE FOR 8.4 MILES TO
 SW1577'ANOTHER SIGN AT AN INTERSECTION WATERVILLE 16 M.  TURN RIGHT AND
 SW1577'GO 2.0 MILES TO THE SUMMIT OF THE DIVIDE.  TURN RIGHT AND
 SW1577'FOLLOW THE ROAD THAT FOLLOWS GENERALLY ALONG THE TOP OF THE
 SW1577'DIVIDE, PASSING THROUGH 4 WIRE GATES, FOR 3.4 MILES TO THE
 SW1577'HIGHEST POINT AND THE STATION.
 SW1577
 SW1577                          STATION RECOVERY (1948)
 SW1577
 SW1577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HJS)
 SW1577'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 SW1577'CONDITION.  HOWEVER, THE WITNESS POST AT THE STATION SITE HAS BEEN
 SW1577'DESTROYED.
 SW1577'
 SW1577'AN OPTIONAL ROUTE TO THE STATION IS HEREWITH SUBMITTED.  FROM THE
 SW1577'MAIN INTERSECTION IN THE TOWN OF WATERVILLE TAKE THE MAIN ROAD S
 SW1577'TOWARDS ALSTOWN FOR 7.7 MILES TO WHERE THE MAIN ROAD BENDS LEFT
 SW1577'AND A DIRT ROAD LEADS STRAIGHT AHEAD.  CONTINUE ON WINDING DIRT
 SW1577'ROAD FOR 3.2 MILES TO T INTERSECTION.  TURN LEFT AND GO 2.5 MILES
 SW1577'TO SIGN WATERVILLE 13.5 MILES.  CONTINUE ON MAIN ROAD FOR 0.8
 SW1577'MILES TO DIRT TRACK ROAD LEADING OFF TO THE LEFT.  TAKE TRACK
 SW1577'ROAD WHICH FOLLOWS GENERALLY ALONG THE TOP OF THE DIVIDE, PASSING
 SW1577'THROUGH FOUR WIRE GATES, FOR 3.4 MILES TO THE HIGHEST POINT
 SW1577'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1107 ***********************************************************************
 SX1107  DESIGNATION -  BADGER
 SX1107  PID         -  SX1107
 SX1107  STATE/COUNTY-  WA/DOUGLAS
 SX1107  USGS QUAD   -  DOUGLAS (1968)
 SX1107
 SX1107                         *CURRENT SURVEY CONTROL
 SX1107  ___________________________________________________________________
 SX1107* NAD 83(1991)-  47 35 11.02147(N)    120 07 30.96807(W)     ADJUSTED  
 SX1107* NAVD 88     -      1275.4    (meters)    4184.     (feet)  VERTCON   
 SX1107  ___________________________________________________________________
 SX1107  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 SX1107  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SX1107
 SX1107  HORZ ORDER  -  FIRST
 SX1107
 SX1107.The horizontal coordinates were established by classical geodetic methods
 SX1107.and adjusted by the National Geodetic Survey in December 1991..
 SX1107
 SX1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1107
 SX1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1107
 SX1107.The geoid height was determined by GEOID03.
 SX1107
 SX1107;                    North         East     Units Scale Factor Converg.
 SX1107;SPC WA N     -    65,441.588   553,258.970   MT  0.99998500   +0 31 37.8
 SX1107;SPC WA N     -   214,702.94  1,815,150.47   sFT  0.99998500   +0 31 37.8
 SX1107;UTM  10      - 5,274,336.273   716,142.344   MT  1.00017414   +2 07 23.6
 SX1107
 SX1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1107!SPC WA N     -   0.99980312  x   0.99998500  =   0.99978812
 SX1107!UTM  10      -   0.99980312  x   1.00017414  =   0.99997722
 SX1107
 SX1107:                Primary Azimuth Mark                     Grid Az
 SX1107:SPC WA N     -  BADGER AZ MK                             009 42 44.8
 SX1107:UTM  10      -  BADGER AZ MK                             008 06 59.0
 SX1107
 SX1107|---------------------------------------------------------------------|
 SX1107| PID    Reference Object                     Distance      Geod. Az  |
 SX1107|                                                           dddmmss.s |
 SX1107| CF1878 BADGER AZ MK                                       0101422.6 |
 SX1107| CF1879 BADGER RM 1                          13.501 METERS 01245     |
 SX1107| SX1106 WATERVILLE MUNICIPAL TANK           APPROX. 7.0 KM 0372933.5 |
 SX1107| CF1880 BADGER RM 2                          13.223 METERS 29356     |
 SX1107|---------------------------------------------------------------------|
 SX1107
 SX1107                          SUPERSEDED SURVEY CONTROL
 SX1107
 SX1107  NAD 83(1986)-  47 35 11.02468(N)    120 07 30.95247(W) AD(       ) 1
 SX1107  NAD 27      -  47 35 11.55500(N)    120 07 26.70600(W) AD(       ) 1
 SX1107  NGVD 29 (07/19/86) 1274.2    (m)         4180.     (f) VERT ANG       
 SX1107
 SX1107.Superseded values are not recommended for survey control.
 SX1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1107.See file dsdata.txt to determine how the superseded data were derived.
 SX1107
 SX1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1614274336(NAD 83)
 SX1107_MARKER: DS = TRIANGULATION STATION DISK
 SX1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1107
 SX1107  HISTORY     - Date     Condition        Report By
 SX1107  HISTORY     - 1940     MONUMENTED       CGS
 SX1107  HISTORY     - 1948     GOOD             CGS
 SX1107  HISTORY     - 1950     GOOD             CGS
 SX1107  HISTORY     - 1966     GOOD             CGS
 SX1107
 SX1107                          STATION DESCRIPTION
 SX1107
 SX1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SX1107'STATION IS LOCATED ON THE HIGHEST POINT OF BADGER MOUNTAIN, A
 SX1107'PROMINENT TIMBERED PLATEAU RISING ABOUT 4.5 MILES SSW OF WATERVILLE.
 SX1107'
 SX1107'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 SX1107'DISKS SET IN SQUARE CONCRETE MONUMENTS.
 SX1107'
 SX1107'SURFACE MARK IS STAMPED BADGER 1940 AND PROJECTS ABOUT 6 INCHES
 SX1107'ABOVE THE GROUND.  IT IS IN A SMALL CLEARING ON THE HIGHEST POINT
 SX1107'OF HILL 5.9 FEET N OF A WHITE REFERENCE POST.
 SX1107'
 SX1107'REFERENCE MARK NO.1 IS STAMPED BADGER NO.1 1940 AND PROJECTS
 SX1107'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN
 SX1107'THE STATION.
 SX1107'
 SX1107'REFERENCE MARK NO.2 IS STAMPED BADGER NO.2 1940 AND PROJECTS
 SX1107'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN
 SX1107'THE STATION.
 SX1107'
 SX1107'AZIMUTH MARK STAMPED BM IS A U.S.G.S. MARK THAT PROJECTS ABOUT 1
 SX1107'FOOT ABOVE THE GROUND.  IT IS A CAST-IRON PIPE, 3 INCHES IN
 SX1107'DIAMETER, AND IS 25 FEET E OF THE CENTER LINE OF DIRT ROAD, 45
 SX1107'FEET N OF THE CENTER LINE OF DIRT ROAD, AND 2.5 FEET E OF A WHITE
 SX1107'REFERENCE POST.
 SX1107'
 SX1107'TO REACH FROM THE HOTEL WATERVILLE IN THE TOWN OF WATERVILLE, GO
 SX1107'S AND W ON U.S. HIGHWAY 10, 2.2 MILES TO DIRT ROAD ON S.  TURN
 SX1107'LEFT (S) AND GO 1 MILE TO AZIMUTH MARK ON THE E SIDE OF THE
 SX1107'ROAD.  CONTINUE 1.1 MILES TO FORK.  FOLLOW MAIN-TRAVELED ROAD AND
 SX1107'GO UP CANYON (SW) 1.1 MILES.  KEEP STRAIGHT AHEAD ON THE LEFT
 SX1107'FORK UP THE CANYON AND GO 1.7 MILES TO THE TOP OF THE GRADE.
 SX1107'TURN LEFT AND GO SE 0.1 MILE ON DIM ROAD.  TURN LEFT AND GO E ON
 SX1107'A DIM ROAD 0.6 MILE ALONG RIDGE TO A TRIANGLE BLAZE ON A TREE AT
 SX1107'THE LEFT OF ROAD JUST AFTER CROSSING DIVIDE.  LEAVE TRUCK HERE
 SX1107'AND GO NE ALONG THE RIDGE ABOUT 200 YARDS TO THE HIGHEST POINT
 SX1107'AND STATION.
 SX1107'
 SX1107'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
 SX1107
 SX1107                          STATION RECOVERY (1948)
 SX1107
 SX1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SX1107'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 SX1107'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SX1107'
 SX1107'THE STATION IS LOCATED ON A PROMINENT TIMBER COVERED PEAK ON THE
 SX1107'BADGER MOUNTAIN.  ABOUT 13 MILES NORTH NORTHEAST OF WENATCHEE,
 SX1107'ABOUT 4-1/2 MILES SOUTH SOUTHWEST OF WATERVILLE, AND ABOUT 200
 SX1107'FEET NORTH OF A DIRT ROAD.
 SX1107'
 SX1107'TO REACH, FROM THE HOTEL WATERVILLE IN WATERVILLE, GO SOUTH AND
 SX1107'WEST, ON U.S. HIGHWAY 10, FOR 2.2 MILES TO SIDE ROAD.  TURN LEFT,
 SX1107'ON DIRT ROAD, AND GO SOUTH 2.1 MILES TO FORKS.  TAKE RIGHT FORK,
 SX1107'UP CANYON, AND GO SOUTHWEST 1.1 MILE TO FORKS.  TAKE LEFT FORK,
 SX1107'AND GO SOUTH 1.7 MILES TO TOP OF GRADE AND SIDE ROAD LEFT.  TURN
 SX1107'LEFT, ON DIM ROAD, AND GO EAST 0.1 MILE TO FORKS.  TAKE LEFT
 SX1107'FORK, AND GO EAST, ON DIM ROAD 0.6 MILE TO TOP OF RIDGE.  THENCE
 SX1107'PACK NORTHEAST, ALONG THE TOP OF THE RIDGE, FOR ABOUT 200
 SX1107'YARDS TO THE STATION SITE.
 SX1107'
 SX1107'THE STATION MARK IS A STANDARD DISK, STAMPED BADGER 1940, SET
 SX1107'INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 SX1107'
 SX1107'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BADGER NO 1
 SX1107'1940, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4
 SX1107'INCHES AND IS ABOUT 6 INCHES LOWER THAN THE STATION.
 SX1107'
 SX1107'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BADGER NO 2
 SX1107'1940, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4
 SX1107'INCHES AND IS ABOUT 12 INCHES LOWER THAN THE STATION.
 SX1107
 SX1107                          STATION RECOVERY (1950)
 SX1107
 SX1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SX1107'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 SX1107'CONDITION AS DESCRIBED.
 SX1107'
 SX1107'THE STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 SX1107'
 SX1107'THE STATION IS LOCATED ON THE HIGHEST POINT OF BADGER MOUNTAIN,
 SX1107'A PROMINENT TIMBERED PLATEAU ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF
 SX1107'WATERVILLE.
 SX1107'
 SX1107'THE STATION IS A STANDARD DISK STAMPED BADGER 1940 SET IN A
 SX1107'CONCRETE POST PROJECTING ABOUT 6 INCHES, AND IS IN A SMALL
 SX1107'CLEARING ON THE HIGHEST POINT OF THE HILL 5.9 FEET NORTH OF A
 SX1107'WHITE REFERENCE POST.
 SX1107'
 SX1107'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK SET IN A
 SX1107'CONCRETE POST PROJECTING ABOUT 4 INCHES, AND IS ABOUT 1 FOOT LOWER
 SX1107'THAN THE STATION.  IT IS STAMPED BADGER NO 1 1940.
 SX1107'
 SX1107'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A CONCRETE POST
 SX1107'PROJECTING ABOUT 3 INCHES, AND IS ABOUT 1 FOOT LOWER THAN THE
 SX1107'STATION.  IT IS STAMPED BADGER NO 2 1940.
 SX1107'
 SX1107'THE AZIMUTH MARK IS A STANDARD DISK OF THE U.S. GEOLOGICAL SURVEY
 SX1107'RIVETED TO A 3 INCH IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE THE
 SX1107'GROUND, AND IS 25 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 45
 SX1107'FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, AND 2.5 FEET EAST OF
 SX1107'A WHITE REFERENCE POST.  IT IS STAMPED B M.
 SX1107'
 SX1107'TO REACH THE STATION FROM THE HOTEL WATERVILLE IN THE TOWN OF
 SX1107'WATERVILLE GO SOUTH AND WEST ON U.S. HIGHWAY 10 FOR 2.2 MILES TO
 SX1107'A DIRT ROAD SOUTH.  TURN LEFT (SOUTH) AND GO 1 MILE TO THE AZIMUTH
 SX1107'MARK ON THE EAST SIDE OF THE ROAD.  CONTINUE 1.1 MILE TO A
 SX1107'FORK.  FOLLOW THE MAIN TRAVELED ROAD AND GO UP CANYON (SOUTHWEST)
 SX1107'1.1 MILES.  KEEP STRAIGHT AHEAD ON THE LEFT FORK UP THE CANYON
 SX1107'FOR 1.7 TO TOP OF THE GRADE.  TURN LEFT AND GO SOUTHEAST 0.1 MILE
 SX1107'ON DIM ROAD.  TURN LEFT AND GO EAST ON A DIM ROAD FOR 0.6 MILE
 SX1107'ALONG THE RIDGE TO A TRIANGLE BLAZE ON A TREE AT THE LEFT OF
 SX1107'ROAD JUST AFTER CROSSING DIVIDE.  LEAVE TRUCK AND CONTINUE
 SX1107'NORTHEAST ALONG THE RIDGE FOR ABOUT 200 YARDS TO THE HIGHEST
 SX1107'POINT AND STATION.
 SX1107
 SX1107                          STATION RECOVERY (1966)
 SX1107
 SX1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SX1107'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF WATERVILLE, 5
 SX1107'MILES EAST OF THE COLUMBIA RIVER, ON THE HIGH, TIMBERED PLATEAU
 SX1107'OF WATERVILLE, AND IN SECTION 7, T 24N, R 22E.
 SX1107'
 SX1107'THE STATION MARK, STAMPED BADGER 1940, IS A STANDARD DISK SET IN
 SX1107'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS IN THE
 SX1107'CENTER OF A FLAT, GRASSY, BRUSH-FREE AREA ABOUT 80 YARDS IN
 SX1107'DIAMETER, 65 FEET WEST OF A 3-FOOT STUMP 4 FEET HIGH AND 6 FEET
 SX1107'NORTHWEST OF A WOODEN WITNESS POST.  THERE ARE TOWER PLATFORM
 SX1107'BOARDS, ANCHOR BOARDS AND REMNANTS OF A WOODEN TOWER AROUND THE
 SX1107'MARK.
 SX1107'
 SX1107'REFERENCE MARK NO. 1, STAMPED BADGER NO 1 1940, IS A STANDARD DISK
 SX1107'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 25
 SX1107'YARDS SOUTH OF THE NORTH EDGE OF THE FLAT, GRASSY AREA (RIDGE
 SX1107'SLOPES OFF ABRUPTLY TO THE NORTH AT THE EDGE OF THE CLEARING) AND
 SX1107'ABOUT 1 FOOT LOWER THAN THE STATION.
 SX1107'
 SX1107'REFERENCE MARK NO. 2, STAMPED BADGER NO 2 1940, IS A STANDARD DISK
 SX1107'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 25
 SX1107'FEET NORTHEAST OF A 3-FOOT STUMP 4 FEET HIGH.
 SX1107'
 SX1107'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY CAP ON A 3-INCH IRON
 SX1107'PIPE WHICH PROJECTS 2 INCHES.  IT IS 58 FEET NORTHEAST OF THE
 SX1107'CENTER OF A ROAD INTERSECTION AT THE SOUTHWEST CORNER OF SECTION
 SX1107'29, T25N, R 22E, 48 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD
 SX1107'AND 31 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD.  A METAL
 SX1107'WITNESS POST WAS SET 6 INCHES EAST OF THE MARK.
 SX1107'
 SX1107'TO REACH FROM THE WATERVILLE HOTEL IN THE TOWN OF WATERVILLE, GO
 SX1107'SOUTH ON U.S. HIGHWAY 2 FOR 0.3 MILE TO POINT WHERE THE HIGHWAY
 SX1107'TURNS WEST, GO WEST 0.5 MILE, BEAR LEFT OFF THE HIGHWAY AND
 SX1107'CONTINUE WEST ON A BLACKTOP ROAD FOR 1.45 MILE TO A CROSSROAD,
 SX1107'TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 1.0 MILE TO A CROSSROAD
 SX1107'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH 1.0 MILE TO A
 SX1107'T INTERSECTION (THIS IS THE SOUTHWEST CORNER OF SECTION 32, 2
 SX1107'MILES SOUTH AND 2 MILES WEST OF WATERVILLE), TURN RIGHT AND
 SX1107'FOLLOW THE BLACKTOP ROAD WESTERLY FOR 0.4 MILE TO THE END OF THE
 SX1107'BLACKTOP, GO SOUTH ON THE MAIN GRAVEL ROAD FOR 2.5 MILES
 SX1107'TO THE TOP OF THE GRADE, A CURVE TO THE RIGHT AND A TRACK ROAD
 SX1107'LEFT.  (THERE IS SOME KIND OF AN ANTENNA-REFLECTOR
 SX1107'SET-UP ON THE KNOLL 150 YARDS SOUTHEAST OF THIS INTERSECTION).
 SX1107'TURN LEFT AND GO EASTERLY ON THE TRACK ROAD FOR 0.65 MILE TO THE
 SX1107'POINT WHERE THE ROAD STARTS DOWNHILL TO THE EAST AND A
 SX1107'TRIANGLE BLAZE ON A PINE TREE 15 FEET NORTH OF THE ROAD.  FROM
 SX1107'HERE WALK NORTHEAST, ACROSS A SADDLE AND ALONG A RIDGE FOR ABOUT
 SX1107'300 YARDS TO THE STATION ON THE SUMMIT OF THE RIDGE IN THE OPEN
 SX1107'GRASSY AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2289 ***********************************************************************
 SA2289  DESIGNATION -  BADGER
 SA2289  PID         -  SA2289
 SA2289  STATE/COUNTY-  WA/BENTON
 SA2289  USGS QUAD   -  BADGER MTN (1978)
 SA2289
 SA2289                         *CURRENT SURVEY CONTROL
 SA2289  ___________________________________________________________________
 SA2289* NAD 83(1991)-  46 14 00.12974(N)    119 19 08.08732(W)     ADJUSTED  
 SA2289* NAVD 88     -       482.2    (meters)    1582.     (feet)  VERTCON   
 SA2289  ___________________________________________________________________
 SA2289  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 SA2289  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SA2289
 SA2289  HORZ ORDER  -  SECOND
 SA2289
 SA2289.The horizontal coordinates were established by classical geodetic methods
 SA2289.and adjusted by the National Geodetic Survey in December 1991..
 SA2289
 SA2289.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2289
 SA2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2289
 SA2289.The geoid height was determined by GEOID03.
 SA2289
 SA2289;                    North         East     Units Scale Factor Converg.
 SA2289;SPC WA S     -   100,720.604   591,096.006   MT  0.99993334   +0 51 28.6
 SA2289;SPC WA S     -   330,447.51  1,939,287.48   sFT  0.99993334   +0 51 28.6
 SA2289;UTM  11      - 5,122,590.641   321,199.611   MT  0.99999301   -1 40 30.3
 SA2289
 SA2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2289!SPC WA S     -   0.99992778  x   0.99993334  =   0.99986113
 SA2289!UTM  11      -   0.99992778  x   0.99999301  =   0.99992079
 SA2289
 SA2289                          SUPERSEDED SURVEY CONTROL
 SA2289
 SA2289  NAD 83(1991)-  46 14 00.13146(N)    119 19 08.08718(W) AD(       ) 2
 SA2289  NAD 83(1986)-  46 14 00.13886(N)    119 19 08.07962(W) AD(       ) 2
 SA2289  NAD 27      -  46 14 00.65491(N)    119 19 04.00980(W) AD(       ) 2
 SA2289  NGVD 29 (07/19/86)  481.2    (m)         1579.     (f) VERT ANG       
 SA2289
 SA2289.Superseded values are not recommended for survey control.
 SA2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2289.See file dsdata.txt to determine how the superseded data were derived.
 SA2289
 SA2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2120022591(NAD 83)
 SA2289_MARKER: DS = TRIANGULATION STATION DISK
 SA2289_SETTING: 66 = SET IN ROCK OUTCROP
 SA2289_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SA2289_STAMPING: BADGER 1947
 SA2289_MARK LOGO: USE   
 SA2289_PROJECTION: FLUSH
 SA2289_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA2289+STABILITY: POSITION/ELEVATION WELL
 SA2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2289+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1988
 SA2289
 SA2289  HISTORY     - Date     Condition        Report By
 SA2289  HISTORY     - 1971     MONUMENTED       USE
 SA2289  HISTORY     - 19880612 POOR             WADT
 SA2289
 SA2289                          STATION DESCRIPTION
 SA2289
 SA2289'DESCRIBED BY US ENGINEERS 1971 (LDF)
 SA2289'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE EASTERN EDGE OF
 SA2289'BADGER BUTTE.  IT IS 8 MILES NORTHWEST OF KENNEWICK, 6 MILES WEST
 SA2289'OF THE COLUMBIA RIVER, 3 MILES SOUTHWEST OF RICHLAND, IN THE SW
 SA2289'1/4 SECTION 28, T 9 N, P 28 E.  IT IS ON PROPERTY OWNED BY THE
 SA2289'U.S. GOVERNMENT.
 SA2289'
 SA2289'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE
 SA2289'COLUMBIA RIVER IN KENNEWICK, GO SOUTH AND WEST ON U.S. HIGHWAY 12
 SA2289'FOR 5.15 MILES TO U.S. HIGHWAY 12 EXIT.  EXIT ON U.S. HIGHWAY 12
 SA2289'FOR 0.6 MILE TO A T-INTERSECTION, TURN LEFT, PASSING UNDER THE
 SA2289'FREEWAY AND CONTINUE IN A WESTERLY DIRECTION ON U.S. HIGHWAY 12
 SA2289'FOR 5.4 MILES TO A CROSSROADS, TURN LEFT AND GO SOUTH ON KEAN
 SA2289'ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT ON GOOSE
 SA2289'GAP ROAD AND GO WESTERLY AND SOUTHERLY ON THE GRAVEL ROAD FOR
 SA2289'0.4 MILE TO A GATE, CONTINUE SOUTH, SOUTHWEST AND SOUTHEAST ON
 SA2289'THE GRAVEL ROAD FOR 1.1 MILES TO A FARM BUILDING ON THE RIGHT
 SA2289'AND A SIDE ROAD LEFT.  TURN LEFT AND GO IN AN EASTERLY
 SA2289'DIRECTION ON THE TRACK ROAD FOR 1.8 MILES TO THE TOP OF THE
 SA2289'BUTTE AND A SMALL CEMENT BLOCK BUILDING AND THE MARK AS
 SA2289'DESCRIBED.
 SA2289'
 SA2289'THE MARK IS A STANDARD USE STATION MARK DISK STAMPED BADGER 1947,
 SA2289'CEMENTED IN A DRILL HOLE IN A SMALL OUTCROP THAT PROJECTS 2
 SA2289'INCHES.  IT IS 67 FEET SOUTH OF THE APPROXIMATE CENTER OF THE TRACK
 SA2289'ROAD AND 56 FEET SOUTHWEST OF THE SOUTHWEST FENCE CORNER THAT IS
 SA2289'AROUND THE CEMENT BLOCK BUILDING.  THE MARK IS IN VERY POOR
 SA2289'CONDITION.
 SA2289'
 SA2289'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ERIE
 SA2289'1947, THE DISTANCE BEING (18.32 FEET) OR 5.5835 METERS.
 SA2289
 SA2289                          STATION RECOVERY (1988)
 SA2289
 SA2289'RECOVERY NOTE BY WA DEPT OF TRANSP 1988 (DAW)
 SA2289'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) WEST OF PASCO, 14.5 KM
 SA2289'(9.00 MI) WEST-NORTHWEST OF KENNEWICK, 6.4 KM (3.95 MI)
 SA2289'SOUTH-SOUTHWEST OF RICHLAND, IN THE SOUTHWEST 1/4 OF SECTION 28, T9N,
 SA2289'R28E AND ON A HILL LOCALLY KNOWN AS BADGER MOUNTAIN. TO REACH FROM THE
 SA2289'WEST RICHLAND CITY HALL, GO NORTHWEST ON W VAN GIESEN STREET FOR 1.0
 SA2289'KM (0.60 MI) TO THE INTERSECTION OF 46TH STREET.  TURN LEFT AND GO
 SA2289'SOUTH ON 46TH STREET FOR 0.6 KM (0.35 MI) TO THE INTERSECTION OF
 SA2289'BOMBING RANGE ROAD.  TURN RIGHT AND GO SOUTHWEST ON BOMBING RANGE ROAD
 SA2289'FORE 4.3 KM (2.65 MI) TO THE INTERSECTION OF KEENE ROAD AND DALLAS
 SA2289'ROAD. CONTINUE SOUTH ON DALLAS ROAD FOR 1.6 KM (1.00 MI) TO A SIDE
 SA2289'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST UPHILL ON THE GRAVELED ROAD FOR
 SA2289'2.4 KM (1.50 MI) TO THE TOP OF THE HILL AND THE STATION. THE MARK IS
 SA2289'SET FLUSH IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 0.5 M (1.6
 SA2289'FT) ABOVE THE GROUND SURFACE.  IT IS 20.4 M (66.9 FT) SOUTH OF THE
 SA2289'CENTER OF THE TRACK ROAD, 17.1 M (56.1 FT) SOUTHWEST OF THE FENCE
 SA2289'CORNER AND 5.584 M (18.320 FT) WEST-NORTHWEST OF ERIE 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1358 ***********************************************************************
 SB1358  DESIGNATION -  BADGER LO RM
 SB1358  PID         -  SB1358
 SB1358  STATE/COUNTY-  WA/SKAMANIA
 SB1358  USGS QUAD   -  FRENCH BUTTE (1994)
 SB1358
 SB1358                         *CURRENT SURVEY CONTROL
 SB1358  ___________________________________________________________________
 SB1358* NAD 83(1991)-  46 17 00.28617(N)    121 53 39.56415(W)     ADJUSTED  
 SB1358* NAVD 88     -      1727.5    (meters)    5668.     (feet)  VERTCON   
 SB1358  ___________________________________________________________________
 SB1358  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 SB1358  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 SB1358
 SB1358  HORZ ORDER  -  THIRD
 SB1358
 SB1358.The horizontal coordinates were established by classical geodetic methods
 SB1358.and adjusted by the National Geodetic Survey in April 1994..
 SB1358
 SB1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1358
 SB1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1358
 SB1358.The geoid height was determined by GEOID03.
 SB1358
 SB1358;                    North         East     Units Scale Factor Converg.
 SB1358;SPC WA S     -   106,550.497   392,557.185   MT  0.99992839   -1 00 46.2
 SB1358;SPC WA S     -   349,574.42  1,287,914.70   sFT  0.99992839   -1 00 46.2
 SB1358;UTM  10      - 5,126,131.432   585,176.698   MT  0.99968918   +0 47 57.1
 SB1358
 SB1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1358!SPC WA S     -   0.99973238  x   0.99992839  =   0.99966079
 SB1358!UTM  10      -   0.99973238  x   0.99968918  =   0.99942165
 SB1358
 SB1358                          SUPERSEDED SURVEY CONTROL
 SB1358
 SB1358  NGVD 29 (04/13/94) 1726.3    (m)         5664.     (f) VERT ANG       
 SB1358
 SB1358.Superseded values are not recommended for survey control.
 SB1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1358.See file dsdata.txt to determine how the superseded data were derived.
 SB1358
 SB1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES8517726131(NAD 83)
 SB1358_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SB1358_SETTING: 66 = SET IN ROCK OUTCROP
 SB1358_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SB1358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB1358+STABILITY: POSITION/ELEVATION WELL
 SB1358
 SB1358  HISTORY     - Date     Condition        Report By
 SB1358  HISTORY     - UNK      MONUMENTED
 SB1358  HISTORY     - 1964     GOOD             USGS
 SB1358
 SB1358                          STATION DESCRIPTION
 SB1358
 SB1358'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SB1358'RECOVERED AS DESCRIBED.  NEW DESCRIPTION FOLLOWS.
 SB1358'
 SB1358'LOCATED ABOUT 11 MI S. OF CISPUS RIVER, ABOUT 11 MI E. OF SPIRIT
 SB1358'LAKE, ABOUT 3 MI SE. OF MOSQUITO MEADOWS, ABOUT 0.3 MI SE. OF
 SB1358'BADGER LAKE.  ON SUMMIT OF BADGER PEAK.
 SB1358'
 SB1358'REACHED BY HELICOPTER.
 SB1358'
 SB1358'STATION MARK--USFS DISK STAMPED---BADGER LO RM 1937---, CEMENTED IN
 SB1358'DRILL HOLE IN ROCK OUTCROP.
 SB1358'
 SB1358'RM 1--STANDARD RM TABLET STAMPED---RM NO 1 1964---, IN ROCK.
 SB1358'
 SB1358'RM 2--STANDARD RM TABLET STAMPED---RM NO 2 1964---, IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1110 ***********************************************************************
 SX1110  DESIGNATION -  BADGER MOUNTAIN LOOKOUT TOWER
 SX1110  PID         -  SX1110
 SX1110  STATE/COUNTY-  WA/DOUGLAS
 SX1110  USGS QUAD   -  ORONDO (1981)
 SX1110
 SX1110                         *CURRENT SURVEY CONTROL
 SX1110  ___________________________________________________________________
 SX1110* NAD 83(1991)-  47 30 37.07007(N)    120 14 35.07142(W)     ADJUSTED  
 SX1110* NAVD 88     -                                                        
 SX1110  ___________________________________________________________________
 SX1110  LAPLACE CORR-           7.77  (seconds)                    DEFLEC99
 SX1110  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 SX1110
 SX1110  HORZ ORDER  -  THIRD
 SX1110
 SX1110.The horizontal coordinates were established by classical geodetic methods
 SX1110.and adjusted by the National Geodetic Survey in December 1991..
 SX1110
 SX1110
 SX1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1110
 SX1110.The geoid height was determined by GEOID03.
 SX1110
 SX1110;                    North         East     Units Scale Factor Converg.
 SX1110;SPC WA N     -    56,906.514   544,462.922   MT  0.99999810   +0 26 22.1
 SX1110;SPC WA N     -   186,700.79  1,786,292.10   sFT  0.99999810   +0 26 22.1
 SX1110;UTM  10      - 5,265,558.248   707,585.919   MT  1.00012959   +2 02 01.2
 SX1110
 SX1110                          SUPERSEDED SURVEY CONTROL
 SX1110
 SX1110  NAD 83(1986)-  47 30 37.07211(N)    120 14 35.05697(W) AD(       ) 4
 SX1110  NAD 27      -  47 30 37.61300(N)    120 14 30.79700(W) AD(       ) 3
 SX1110
 SX1110.Superseded values are not recommended for survey control.
 SX1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1110.See file dsdata.txt to determine how the superseded data were derived.
 SX1110
 SX1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0758665558(NAD 83)
 SX1110_MARKER: 57 = LOOKOUT TOWER
 SX1110
 SX1110  HISTORY     - Date     Condition        Report By
 SX1110  HISTORY     - 1941     FIRST OBSERVED   CGS
 SX1110  HISTORY     - 1957     GOOD             BPA
 SX1110
 SX1110                          STATION DESCRIPTION
 SX1110
 SX1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SX1110'STATION LOCATED JUST BELOW THE TOP OF A HIGH MESA 8 MILES NNE OF
 SX1110'WENATCHEE AND ABOUT 1-1/2 MILES E OF THE COLUMBIA RIVER.
 SX1110'
 SX1110'THE APEX OF THE HOUSE WAS USED.  AN INTERSECTION STATION.
 SX1110
 SX1110                          STATION RECOVERY (1957)
 SX1110
 SX1110'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1957
 SX1110'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0280 ***********************************************************************
 TS0280  DESIGNATION -  BAHOKUS
 TS0280  PID         -  TS0280
 TS0280  STATE/COUNTY-  WA/CLALLAM
 TS0280  USGS QUAD   -  MAKAH BAY (1984)
 TS0280
 TS0280                         *CURRENT SURVEY CONTROL
 TS0280  ___________________________________________________________________
 TS0280* NAD 83(1991)-  48 22 17.86200(N)    124 40 32.07791(W)     ADJUSTED  
 TS0280* NAVD 88     -       439.14   (+/-2cm)    1440.7    (feet)  VERTCON   
 TS0280  ___________________________________________________________________
 TS0280  LAPLACE CORR-          11.92  (seconds)                    DEFLEC99
 TS0280  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 TS0280
 TS0280  HORZ ORDER  -  FIRST
 TS0280  VERT ORDER  -  THIRD ? (See Below)
 TS0280
 TS0280.The horizontal coordinates were established by classical geodetic methods
 TS0280.and adjusted by the National Geodetic Survey in December 1991..
 TS0280
 TS0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 TS0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TS0280.The vertical order pertains to the NGVD 29 superseded value.
 TS0280
 TS0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0280
 TS0280.The geoid height was determined by GEOID03.
 TS0280
 TS0280;                    North         East     Units Scale Factor Converg.
 TS0280;SPC WA N     -   159,606.944   215,468.417   MT  0.99995204   -2 51 38.3
 TS0280;SPC WA N     -   523,643.78    706,915.96   sFT  0.99995204   -2 51 38.3
 TS0280;UTM  10      - 5,358,962.932   375,911.847   MT  0.99978919   -1 15 09.4
 TS0280
 TS0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0280!SPC WA N     -   0.99993447  x   0.99995204  =   0.99988651
 TS0280!UTM  10      -   0.99993447  x   0.99978919  =   0.99972367
 TS0280
 TS0280:                Primary Azimuth Mark                     Grid Az
 TS0280:SPC WA N     -  WAADAH ISLAND LIGHT 1942                 078 04 19.4
 TS0280:UTM  10      -  WAADAH ISLAND LIGHT 1942                 076 27 50.5
 TS0280
 TS0280|---------------------------------------------------------------------|
 TS0280| PID    Reference Object                     Distance      Geod. Az  |
 TS0280|                                                           dddmmss.s |
 TS0280| TS0234 WAADAH ISLAND LIGHT 1942            APPROX. 5.8 KM 0751241.1 |
 TS0280| DD9358 BAHOKUS RM 2                         10.372 METERS 10852     |
 TS0280| TS0266 SPIKE ROCK                          APPROX.13.4 KM 1932941.0 |
 TS0280| TS0269 ASTRONOMIC STATION 1942              45.492 METERS 30716     |
 TS0280| DD9357 BAHOKUS RM 1                         13.904 METERS 35622     |
 TS0280|---------------------------------------------------------------------|
 TS0280
 TS0280                          SUPERSEDED SURVEY CONTROL
 TS0280
 TS0280  NAD 83(1986)-  48 22 17.86202(N)    124 40 32.08098(W) AD(       ) 1
 TS0280  NAD 27      -  48 22 18.61400(N)    124 40 27.22600(W) AD(       ) 1
 TS0280  NGVD 29 (07/19/86)  438.00   (m)         1437.0    (f) LEVELING    3  
 TS0280
 TS0280.Superseded values are not recommended for survey control.
 TS0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0280.See file dsdata.txt to determine how the superseded data were derived.
 TS0280
 TS0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7591258963(NAD 83)
 TS0280
 TS0280  HISTORY     - Date     Condition        Report By
 TS0280  HISTORY     - 1942     MONUMENTED       CGS
 TS0280  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TS0280
 TS0280                          STATION DESCRIPTION
 TS0280
 TS0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TS0280'STATION IS LOCATED ON THE SUMMIT OF BAHOKUS PEAK, THE HIGHEST
 TS0280'ELEVATION ON THE POINT TOWARDS CAPE FLATTERY, ABOUT 3 MILES
 TS0280'(AIRLINE) WEST OF NEAH BAY.
 TS0280'
 TS0280'REACHED FROM NEAH BAY POST OFFICE--FOLLOW THE ROAD TO THE
 TS0280'BEACHES, SOUTH, 1.2 MILES, TURN RIGHT (WEST) UP A STEEP GRADE
 TS0280'AND FOLLOW ROAD TO THE SUMMIT A DISTANCE OF ABOUT 3.5 MILES.
 TS0280'
 TS0280'STATION IS SET IN DRILL HOLE OF ROCK OUTCROP ON THE SOUTHEAST END
 TS0280'OF THE CLEARED SUMMIT OF BAHOKUS PEAK.  ABOUT 20 FEET NORTH OF EDGE
 TS0280'OF SUMMIT AND ABOUT 40 FEET WEST FROM EAST EDGE OF SUMMIT.  A 5 IN
 TS0280'X 5 IN WHITE POST SET ON HIGHEST POINT OF SUMMIT 21.6 FEET WEST OF
 TS0280'STATION.
 TS0280'
 TS0280'R.M. NO. 1 STANDARD REFERENCE DISK SET IN DRILL HOLE IN ROCK ABOUT
 TS0280'8 INCHES BELOW SURFACE.  13 METERS NORTH OF STATION.
 TS0280'
 TS0280'R.M. NO. 2 SET NEAR 18 INCH STAMP IN DRILL HOLE IN ROCK ABOUT
 TS0280'12 INCHES BELOW SURFACE.  10 METERS EAST OF STATION.
 TS0280
 TS0280                          STATION RECOVERY (1954)
 TS0280
 TS0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TS0280'THE STATION AND MARKS WERE DESTROYED BY GRADING AND CONSTRUCTION
 TS0280'WHICH HAS BEEN DONE BY THE U.S. ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0282 ***********************************************************************
 TS0282  DESIGNATION -  BAHOKUS 2
 TS0282  PID         -  TS0282
 TS0282  STATE/COUNTY-  WA/CLALLAM
 TS0282  USGS QUAD   -  MAKAH BAY (1984)
 TS0282
 TS0282                         *CURRENT SURVEY CONTROL
 TS0282  ___________________________________________________________________
 TS0282* NAD 83(1991)-  48 22 18.39902(N)    124 40 33.77041(W)     ADJUSTED  
 TS0282* NAVD 88     -       439.44   (+/-2cm)    1441.7    (feet)  VERTCON   
 TS0282  ___________________________________________________________________
 TS0282  LAPLACE CORR-          11.97  (seconds)                    DEFLEC99
 TS0282  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 TS0282
 TS0282  HORZ ORDER  -  FIRST
 TS0282  VERT ORDER  -  THIRD ? (See Below)
 TS0282
 TS0282.The horizontal coordinates were established by classical geodetic methods
 TS0282.and adjusted by the National Geodetic Survey in December 1991..
 TS0282
 TS0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 TS0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TS0282.The vertical order pertains to the NGVD 29 superseded value.
 TS0282
 TS0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0282
 TS0282.The geoid height was determined by GEOID03.
 TS0282
 TS0282;                    North         East     Units Scale Factor Converg.
 TS0282;SPC WA N     -   159,625.248   215,434.459   MT  0.99995206   -2 51 39.5
 TS0282;SPC WA N     -   523,703.83    706,804.55   sFT  0.99995206   -2 51 39.5
 TS0282;UTM  10      - 5,358,980.273   375,877.394   MT  0.99978929   -1 15 10.6
 TS0282
 TS0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0282!SPC WA N     -   0.99993442  x   0.99995206  =   0.99988649
 TS0282!UTM  10      -   0.99993442  x   0.99978929  =   0.99972373
 TS0282
 TS0282|---------------------------------------------------------------------|
 TS0282| PID    Reference Object                     Distance      Geod. Az  |
 TS0282|                                                           dddmmss.s |
 TS0282| DD9360 BAHOKUS 2 WM 2                        9.362 METERS 01225     |
 TS0282| DD9524 CENTER OF ANEMOMETER=RM 3             5.255 METERS 07218     |
 TS0282| TS0234 WAADAH ISLAND LIGHT 1942            APPROX. 5.8 KM 0752720.8 |
 TS0282| TS0281 BAHOKUS PEAK USAF RADAR DOME         48.336 METERS 11520     |
 TS0282| DD9359 BAHOKUS 2 WM 1                        2.926 METERS 28654     |
 TS0282|---------------------------------------------------------------------|
 TS0282
 TS0282                          SUPERSEDED SURVEY CONTROL
 TS0282
 TS0282  NAD 83(1986)-  48 22 18.39951(N)    124 40 33.77250(W) AD(       ) 1
 TS0282  NAD 27      -  48 22 19.14900(N)    124 40 28.92400(W) AD(       ) 1
 TS0282  NGVD 29 (07/19/86)  438.30   (m)         1438.0    (f) LEVELING    3  
 TS0282
 TS0282.Superseded values are not recommended for survey control.
 TS0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0282.See file dsdata.txt to determine how the superseded data were derived.
 TS0282
 TS0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7587758980(NAD 83)
 TS0282
 TS0282  HISTORY     - Date     Condition        Report By
 TS0282  HISTORY     - 1954     MONUMENTED       CGS
 TS0282
 TS0282                          STATION DESCRIPTION
 TS0282
 TS0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TS0282'THE STATION IS ON THE SUMMIT OF BAHOKUS PEAK, THE HIGHEST ELEVATION
 TS0282'ON THE POINT TOWARDS CAPE FLATTERY, ABOUT 3 MILES (AIRLINE) WEST
 TS0282'OF NEAH BAY.  STATION IS ON U.S. GOVERNMENT PROPERTY WHICH IS
 TS0282'OCCUPIED BY THE 758TH. A.C.W. SQUADRON.
 TS0282'
 TS0282'TO REACH THE STATION FROM THE POST OFFICE IN NEAH BAY, GO WEST OF
 TS0282'0.05 MILE.  TURN LEFT, GO 0.1 MILE TO A CROSSROAD.  TURN RIGHT,
 TS0282'GO 0.05 MILE TO THE SECOND CROSSROAD.  TURN LEFT, SOUTHWEST, AND
 TS0282'GO 2.5 MILES TO THE GUARD POST AND ENTRANCE TO THE
 TS0282'758TH. A.C.W. SQUADRON (GET CLEARENCE AND PASSES HERE).  TURN
 TS0282'AROUND AND GO BACK, EAST, FOR 1.2 MILES TO A ROAD LEFT.  TURN
 TS0282'LEFT AND FOLLOW MILITARY ROAD FOR 3.4 MILES TO THE OPERATIONS
 TS0282'BUILDING AND STATION ON ROOF.
 TS0282'
 TS0282'NO SURFACE STATION MARK WAS SET.
 TS0282'
 TS0282'THE UNDERGROUND STATION MARK IS A STANDARD DISK CEMENTED IN A
 TS0282'DRILL HOLE IN THE CONCRETE ROOF OF THE OPERATIONS BUILDING, AND
 TS0282'STAMPED BAHOKUS 2 1954.  THE MARK IS 5 INCHES BELOW THE TOP OF
 TS0282'ROOF.  IT IS COVERED WITH CLOTH AND TAR.
 TS0282'
 TS0282'REFERENCE POINT 1 IS THE RIDGE OF FLASHING NEAR THE SOUTHWEST
 TS0282'CORNER OF THE BUILDING.
 TS0282'
 TS0282'REFERENCE POINT 2 IS THE RIDGE OF FLASHING NEAR THE NORTHWEST
 TS0282'CORNER OF THE BUILDING.
 TS0282'
 TS0282'REFERENCE POINT 3 IS THE CENTER OF THE ANEMOMETER NEAR THE CENTER
 TS0282'OF THE ROOF.
 TS0282'
 TS0282'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE DOME-SHAPED
 TS0282'BUILDING EAST OF STATION.  THE BUILDING IS A ROUND STRUCTURE WITH
 TS0282'A DOME-SHAPED ROOF AND IS BUILT OF CORRUGATED IRON AND RUBBER.  IT
 TS0282'IS ABOUT 50 FEET IN DIAMETER AND ABOUT 50 FEET IN HEIGHT.
 TS0282'
 TS0282'NOTE--A 4 FT. STAND WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3585 ***********************************************************************
 SY3585  DESIGNATION -  BAIL 2 1919
 SY3585  PID         -  SY3585
 SY3585  STATE/COUNTY-  WA/KING
 SY3585  USGS QUAD   -  AUBURN (1994)
 SY3585
 SY3585                         *CURRENT SURVEY CONTROL
 SY3585  ___________________________________________________________________
 SY3585* NAD 83(1991)-  47 33 42.66983(N)    122 15 01.34223(W)     ADJUSTED  
 SY3585* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY3585  ___________________________________________________________________
 SY3585  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 SY3585  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 SY3585
 SY3585  HORZ ORDER  -  THIRD
 SY3585
 SY3585.The horizontal coordinates were established by classical geodetic methods
 SY3585.and adjusted by the National Geodetic Survey in December 1991..
 SY3585
 SY3585.The orthometric height was scaled from a topographic map.
 SY3585
 SY3585.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3585
 SY3585.The geoid height was determined by GEOID03.
 SY3585
 SY3585;                    North         East     Units Scale Factor Converg.
 SY3585;SPC WA N     -    63,449.728   393,367.841   MT  0.99998904   -1 03 18.1
 SY3585;SPC WA N     -   208,167.98  1,290,574.33   sFT  0.99998904   -1 03 18.1
 SY3585;UTM  10      - 5,267,876.094   556,390.510   MT  0.99963908   +0 33 11.7
 SY3585
 SY3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3585!SPC WA N     -   1.00000226  x   0.99998904  =   0.99999130
 SY3585!UTM  10      -   1.00000226  x   0.99963908  =   0.99964134
 SY3585
 SY3585:                Primary Azimuth Mark                     Grid Az
 SY3585:SPC WA N     -  SUNK                                     043 35 43.2
 SY3585:UTM  10      -  SUNK                                     041 59 13.4
 SY3585
 SY3585|---------------------------------------------------------------------|
 SY3585| PID    Reference Object                     Distance      Geod. Az  |
 SY3585|                                                           dddmmss.s |
 SY3585| SY3674 SUNK                                APPROX. 1.4 KM 0423225.1 |
 SY3585|---------------------------------------------------------------------|
 SY3585
 SY3585                          SUPERSEDED SURVEY CONTROL
 SY3585
 SY3585  NAD 83(1986)-  47 33 42.66325(N)    122 15 01.34886(W) AD(       ) 3
 SY3585  NAD 27      -  47 33 43.30400(N)    122 14 56.90400(W) AD(       ) 3
 SY3585
 SY3585.Superseded values are not recommended for survey control.
 SY3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3585.See file dsdata.txt to determine how the superseded data were derived.
 SY3585
 SY3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5639167876(NAD 83)
 SY3585_MARKER: Z = SEE DESCRIPTION
 SY3585_SETTING: 0 = UNSPECIFIED SETTING
 SY3585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3585
 SY3585  HISTORY     - Date     Condition        Report By
 SY3585  HISTORY     - 1919     MONUMENTED       CGS
 SY3585  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY3585
 SY3585                          STATION DESCRIPTION
 SY3585
 SY3585'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3585'THIS MAIN SCHEME STATION IS LOCATED ON EXTREME NORTHEASTERN POINT
 SY3585'OF BAILEY PENINSULA, ON A GRASSY FLAT SHOULDER ABOUT 10 FEET HIGH
 SY3585'AND ABOUT 5 FEET FROM THE CLAY CLIFF.
 SY3585'
 SY3585'STATION IS MARKED BY A REGULATION BRONZE DISK SET IN THE TOP OF
 SY3585'A CYLINDRICAL CONCRETE MOLD POURED IN PLACE ABOUT 2 FEET DEEP AND
 SY3585'PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE.  NAME AND YEAR STAMPED
 SY3585'ON STATION MARK.
 SY3585'
 SY3585'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 SY3585'DESCRIBED IN NOTE 11B.
 SY3585
 SY3585                          STATION RECOVERY (1952)
 SY3585
 SY3585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY3585'THIS STATION IS LOST, DESTROYED BY THE EROSION OF THE
 SY3585'SHORE.  RECOVERED REFERENCE MARK NO. 2, AND FROM IT VERY EVIDENT
 SY3585'THAT THE STATION IS GONE.  THE REFERENCE MARK IS ON THE MOST
 SY3585'NORTHEASTWARD POINT OF BAILEY PENINSULA (SEWARD PARK), ABOUT 50
 SY3585'YARDS SOUTHWARD FROM A PARKING AREA, 84 FEET NORTH OF A MADRONA
 SY3585'TREE OVERHANGING THE BANK, THE ONLY TREE EAST OF THE DRIVE, 2
 SY3585'FEET EAST OF THE EDGE OF THE PAVEMENT.  RECOVERED ANOTHER SURVEY
 SY3585'MONUMENT, A CONCRETE POST 6 INCHES SQUARE WITH A TRUNCATED
 SY3585'TOP IN WHICH IS A COPPER PIN, 6-INCHES BELOW THE SURFACE,
 SY3585'14-FEET EAST OF THE CENTER LINE OF THE DRIVE, 47 FEET SOUTH OF
 SY3585'REFERENCE MARK NO. 2.
 SY3585'
 SY3585'PLACED A CONCRETE SLAB 14 INCHES SQUARE (IRREGULAR), 4-INCHES
 SY3585'THICK OVER THE REFERENCE MARK, SO ITS TOP IS FLUSH WITH THE GROUND
 SY3585'SURFACE.  THE REFERENCE MARK IS 2 FEET EAST OF A LINE BETWEEN THE
 SY3585'OTHER SURVEY MONUMENT AND THE MADRONA TREE.  REFERENCE MARK NO. 1
 SY3585'IS LOST, ITS LOCATION WOULD BE BENEATH THE PAVED DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1346 ***********************************************************************
 TP1346  DESIGNATION -  BAILEY
 TP1346  PID         -  TP1346
 TP1346  STATE/COUNTY-  WA/OKANOGAN
 TP1346  USGS QUAD   -  BAILEY CREEK (1988)
 TP1346
 TP1346                         *CURRENT SURVEY CONTROL
 TP1346  ___________________________________________________________________
 TP1346* NAD 83(1991)-  48 30 18.62387(N)    119 07 07.46891(W)     ADJUSTED  
 TP1346* NAVD 88     -      1764.     (meters)    5787.     (feet)  VERTCON   
 TP1346  ___________________________________________________________________
 TP1346  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 TP1346  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 TP1346
 TP1346  HORZ ORDER  -  THIRD
 TP1346
 TP1346.The horizontal coordinates were established by classical geodetic methods
 TP1346.and adjusted by the National Geodetic Survey in December 1991..
 TP1346
 TP1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1346
 TP1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1346
 TP1346.The geoid height was determined by GEOID03.
 TP1346
 TP1346;                    North         East     Units Scale Factor Converg.
 TP1346;SPC WA N     -   168,763.237   626,682.966   MT  0.99996508   +1 16 35.6
 TP1346;SPC WA N     -   553,684.05  2,056,042.36   sFT  0.99996508   +1 16 35.6
 TP1346;UTM  11      - 5,374,618.373   343,504.897   MT  0.99990090   -1 35 14.2
 TP1346
 TP1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1346!SPC WA N     -   0.99972630  x   0.99996508  =   0.99969139
 TP1346!UTM  11      -   0.99972630  x   0.99990090  =   0.99962723
 TP1346
 TP1346|---------------------------------------------------------------------|
 TP1346| PID    Reference Object                     Distance      Geod. Az  |
 TP1346|                                                           dddmmss.s |
 TP1346| CS4671 BAILEY RM 1                           2.500 METERS 16358     |
 TP1346| TP1144 OMAK 2                              APPROX.15.4 KM 2461540.7 |
 TP1346|---------------------------------------------------------------------|
 TP1346
 TP1346                          SUPERSEDED SURVEY CONTROL
 TP1346
 TP1346  NAD 83(1986)-  48 30 18.63218(N)    119 07 07.46708(W) AD(       ) 3
 TP1346  NGVD 29 (10/02/90) 1763.     (m)         5784.     (f) VERT ANG       
 TP1346
 TP1346.Superseded values are not recommended for survey control.
 TP1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1346.See file dsdata.txt to determine how the superseded data were derived.
 TP1346
 TP1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP4350574618(NAD 83)
 TP1346_MARKER: DS = TRIANGULATION STATION DISK
 TP1346_SETTING: 66 = SET IN ROCK OUTCROP
 TP1346_SP_SET: SET IN BEDROCK
 TP1346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1346+STABILITY: POSITION/ELEVATION WELL
 TP1346
 TP1346  HISTORY     - Date     Condition        Report By
 TP1346  HISTORY     - 1945     MONUMENTED       USGS
 TP1346
 TP1346                          STATION DESCRIPTION
 TP1346
 TP1346'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 TP1346'NOT OCCUPIED.
 TP1346'
 TP1346'LOCATED ABOUT 6.0 MI W. AND 3 MI S. OF AENEAS POST OFFICE, 5.0 MI
 TP1346'E. AND 2.0 MI N. OF CRAWFISH LAKE.  ON HIGHEST POINT OF BAILEY
 TP1346'MOUNTAIN.
 TP1346'
 TP1346'TO REACH FROM AENEAS POST OFFICE, DRIVE 6.8 MI SW. ON DISAUTEL
 TP1346'RD. TO POINT 0.3 MI SW. OF COLVILLE INDIAN RESERVATION BOUNDARY
 TP1346'SIGN.  TURN SHARP RIGHT ON OLD LOGGING RD. 4.1 MI TO END OF RD.
 TP1346'CLIMB W. TO TOP OF RIDGE AND FOLLOW MAIN RIDGE ABOUT 3.0 MI NW.
 TP1346'TO HIGHEST POINT OF BAILEY MOUNTAIN AND STATION.  ABOUT A 2-HOUR
 TP1346'PACK.
 TP1346'
 TP1346'STATION MARK--STANDARD TABLET STAMPED---BAILEY 1945---, CEMENTED IN
 TP1346'SOLID ROCK.
 TP1346'
 TP1346'RM 1--COPPER NAIL AND WASHER CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5150 ***********************************************************************
 SY5150  DESIGNATION -  BAIN 1916
 SY5150  PID         -  SY5150
 SY5150  STATE/COUNTY-  WA/KITSAP
 SY5150  USGS QUAD   -  SUQUAMISH (1981)
 SY5150
 SY5150                         *CURRENT SURVEY CONTROL
 SY5150  ___________________________________________________________________
 SY5150* NAD 83(1991)-  47 43 16.32506(N)    122 33 10.56489(W)     ADJUSTED  
 SY5150* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY5150  ___________________________________________________________________
 SY5150  LAPLACE CORR-         -12.04  (seconds)                    DEFLEC99
 SY5150  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY5150
 SY5150  HORZ ORDER  -  THIRD
 SY5150
 SY5150.The horizontal coordinates were established by classical geodetic methods
 SY5150.and adjusted by the National Geodetic Survey in December 1991..
 SY5150
 SY5150.The orthometric height was scaled from a topographic map.
 SY5150
 SY5150.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5150
 SY5150.The geoid height was determined by GEOID03.
 SY5150
 SY5150;                    North         East     Units Scale Factor Converg.
 SY5150;SPC WA N     -    81,625.800   370,999.375   MT  0.99996609   -1 16 49.0
 SY5150;SPC WA N     -   267,800.65  1,217,187.12   sFT  0.99996609   -1 16 49.0
 SY5150;UTM  10      - 5,285,410.457   533,528.314   MT  0.99961381   +0 19 50.8
 SY5150
 SY5150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5150!SPC WA N     -   1.00000251  x   0.99996609  =   0.99996860
 SY5150!UTM  10      -   1.00000251  x   0.99961381  =   0.99961632
 SY5150
 SY5150:                Primary Azimuth Mark                     Grid Az
 SY5150:SPC WA N     -  COUNT                                    008 07 29.7
 SY5150:UTM  10      -  COUNT                                    006 30 49.9
 SY5150
 SY5150|---------------------------------------------------------------------|
 SY5150| PID    Reference Object                     Distance      Geod. Az  |
 SY5150|                                                           dddmmss.s |
 SY5150| SY5123 COUNT                               APPROX. 0.9 KM 0065040.7 |
 SY5150| SY5135 PIN 1916                            201.477 METERS 05835     |
 SY5150| SY5072 BRID 1916                           339.585 METERS 22232     |
 SY5150| SY5138 SUE 1916                            437.949 METERS 3225944.1 |
 SY5150|---------------------------------------------------------------------|
 SY5150
 SY5150                          SUPERSEDED SURVEY CONTROL
 SY5150
 SY5150  NAD 83(1986)-  47 43 16.32047(N)    122 33 10.56964(W) AD(       ) 3
 SY5150  NAD 27      -  47 43 16.97500(N)    122 33 06.08500(W) AD(       ) 3
 SY5150
 SY5150.Superseded values are not recommended for survey control.
 SY5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5150.See file dsdata.txt to determine how the superseded data were derived.
 SY5150
 SY5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3352885410(NAD 83)
 SY5150_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5150_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 SY5150_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SY5150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5150
 SY5150  HISTORY     - Date     Condition        Report By
 SY5150  HISTORY     - 1916     MONUMENTED       CGS
 SY5150  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5150  HISTORY     - 19990301 MARK NOT FOUND   USPSQD
 SY5150
 SY5150                          STATION DESCRIPTION
 SY5150
 SY5150'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY5150'STATION IS ON THE MOST NORTHERLY POINT OF BAINBRIDGE ISLAND, ON
 SY5150'A BEACH OF FINE GRAY SAND ABOUT 40 METERS FROM THE BASE OF A
 SY5150'SMALL SAND SPIT WHICH ENCLOSES A BIGHT.  THE POINT IS KNOWN AS
 SY5150'AGATE POINT.  THE STATION IS ABOUT 5 METERS OFFSHORE FROM
 SY5150'HIGH-WATER LINE.  A RETAINING WALL OF LOGS LIES 7.55 METERS
 SY5150'DISTANT.  THE NEAREST CORNER OF A FRAME HOUSE LIES 23.82 METERS
 SY5150'DISTANT.
 SY5150'
 SY5150'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE
 SY5150'TOP OF A TILE AS DESCRIBED IN NOTE 6A.
 SY5150'
 SY5150'REFERENCE MARK IS A STANDARD BRONZE DISK ON A PROMINENT GRANITE
 SY5150'BOULDER WHICH LIES NE FROM THE STATION.  THE SOIL IN WHICH THE
 SY5150'MARK IS SET IS SAND, AND IS SUBJECTED TO HEAVY WASH FROM PASSING
 SY5150'BOATS AS WELL AS STRONG TIDAL CURRENTS.  THE SAND SOON COVERED
 SY5150'THE MARK WHICH WAS SET FLUSH WITH THE SURFACE AND IT IS THOUGHT
 SY5150'THAT DIGGING WILL BE NECESSARY TO RECOVER THE STATION.
 SY5150'
 SY5150'IT IS UNCERTAIN WHETHER THE DISTANCES GIVEN ARE IN METERS OR
 SY5150'IN FEET.
 SY5150
 SY5150                          STATION RECOVERY (1934)
 SY5150
 SY5150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5150'STATION DESTROYED, PROBABLY BY WAVE ACTION.  REFERENCE MARK
 SY5150'LOCATED.  RETAINING WALL DESTROYED AND BUILDING MENTIONED IN
 SY5150'DESCRIPTION HAS BEEN REMOVED.
 SY5150'
 SY5150'NEW STATION BAIN 2 ESTABLISHED.
 SY5150
 SY5150                          STATION RECOVERY (1999)
 SY5150
 SY5150'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY5150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5149 ***********************************************************************
 SY5149  DESIGNATION -  BAIN 2
 SY5149  PID         -  SY5149
 SY5149  STATE/COUNTY-  WA/KITSAP
 SY5149  USGS QUAD   -  SUQUAMISH (1981)
 SY5149
 SY5149                         *CURRENT SURVEY CONTROL
 SY5149  ___________________________________________________________________
 SY5149* NAD 83(1991)-  47 43 16.22946(N)    122 33 12.41415(W)     ADJUSTED  
 SY5149* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5149  ___________________________________________________________________
 SY5149  LAPLACE CORR-         -12.05  (seconds)                    DEFLEC99
 SY5149  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY5149
 SY5149  HORZ ORDER  -  SECOND
 SY5149
 SY5149.The horizontal coordinates were established by classical geodetic methods
 SY5149.and adjusted by the National Geodetic Survey in December 1991..
 SY5149
 SY5149.The orthometric height was scaled from a topographic map.
 SY5149
 SY5149.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5149
 SY5149.The geoid height was determined by GEOID03.
 SY5149
 SY5149;                    North         East     Units Scale Factor Converg.
 SY5149;SPC WA N     -    81,623.709   370,960.780   MT  0.99996609   -1 16 50.4
 SY5149;SPC WA N     -   267,793.79  1,217,060.49   sFT  0.99996609   -1 16 50.4
 SY5149;UTM  10      - 5,285,407.283   533,489.806   MT  0.99961378   +0 19 49.4
 SY5149
 SY5149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5149!SPC WA N     -   1.00000298  x   0.99996609  =   0.99996907
 SY5149!UTM  10      -   1.00000298  x   0.99961378  =   0.99961676
 SY5149
 SY5149|---------------------------------------------------------------------|
 SY5149| PID    Reference Object                     Distance      Geod. Az  |
 SY5149|                                                           dddmmss.s |
 SY5149| CF7132 BAIN 2 RM 1                         108.430 METERS 12604     |
 SY5149| CF7133 BAIN 2 RM 2                          31.766 METERS 14407     |
 SY5149| CF7134 BAIN 2 WM                            48.560 METERS 19903     |
 SY5149| SY5080 BRID 2                              317.119 METERS 21715     |
 SY5149| SY5155 QUAM 1916                           APPROX. 0.6 KM 2593436.9 |
 SY5149| SY5137 AGATE PASS LIGHT                    378.687 METERS 32834     |
 SY5149| SY5139 SUE 2                               421.833 METERS 3292826.7 |
 SY5149| SY5119 MID 1934                            APPROX. 0.6 KM 3535723.9 |
 SY5149|---------------------------------------------------------------------|
 SY5149
 SY5149                          SUPERSEDED SURVEY CONTROL
 SY5149
 SY5149  NAD 83(1986)-  47 43 16.22487(N)    122 33 12.41891(W) AD(       ) 2
 SY5149  NAD 27      -  47 43 16.87900(N)    122 33 07.93400(W) AD(       ) 2
 SY5149
 SY5149.Superseded values are not recommended for survey control.
 SY5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5149.See file dsdata.txt to determine how the superseded data were derived.
 SY5149
 SY5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3349085407(NAD 83)
 SY5149_MARKER: Z = SEE DESCRIPTION
 SY5149_SETTING: 0 = UNSPECIFIED SETTING
 SY5149
 SY5149  HISTORY     - Date     Condition        Report By
 SY5149  HISTORY     - 1934     MONUMENTED       CGS
 SY5149  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY5149  HISTORY     - 1953     SEE DESCRIPTION  USGS
 SY5149  HISTORY     - 19990301 MARK NOT FOUND   USPSQD
 SY5149
 SY5149                          STATION DESCRIPTION
 SY5149
 SY5149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5149'STATION IS LOCATED ON AGATE POINT AT THE N ENTRANCE TO AGATE
 SY5149'PASSAGE AND THE EXTREME N POINT OF BAINBRIDGE ISLAND.  ON A SAND
 SY5149'SPIT AT A POINT WHERE THE E SHORE OF THE PASSAGE CAN BE
 SY5149'SEEN.  ABOUT 100 FEET FROM THE GRASS LINE AND ABOUT 50 FEET BELOW
 SY5149'EXTREME HIGH TIDE.
 SY5149'
 SY5149'STATION MARK IS A STANDARD DISK IN AN 11- BY 11- BY 24-INCH BLOCK
 SY5149'OF CONCRETE 6 INCHES BELOW PRESENT SURFACE.
 SY5149'
 SY5149'UNDERGROUND MARK IS A STANDARD DISK SET IN A MASS OF CONCRETE 36
 SY5149'INCHES DEEP.
 SY5149'
 SY5149'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A BOULDER TO THE
 SY5149'E.  IT IS THE REFERENCE MARK USED ON STATION BAIN AND THE ARROW
 SY5149'DOES NOT POINT EXACTLY TO THE CENTER.
 SY5149'
 SY5149'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN AN 11- BY 11- BY
 SY5149'20-INCH BLOCK OF CONCRETE AT THE GRASS LINE TO THE SE AND IN FRONT
 SY5149'OF A WHITE COTTAGE.
 SY5149'
 SY5149'WITNESS MARK IS AN IRON BOLT IN A LARGE BOULDER TO THE S.
 SY5149
 SY5149                          STATION RECOVERY (1952)
 SY5149
 SY5149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 SY5149'THREE MEN MADE A CURSORY SEARCH FOR THIS STATION.  REFERENCE MARK
 SY5149'1 AND THE WITNESS MARK WERE RECOVERED.  REFERENCE MARK 2 WAS NOT
 SY5149'FOUND, AND THE STATION-MARK SITE WAS UNDER WATER, MAKING RECOVERY
 SY5149'IMPOSSIBLE.  A REVISED DESCRIPTION FOLLOWS--
 SY5149'
 SY5149'STATION IS LOCATED ON AGATE POINT, AT THE N ENTRANCE TO AGATE
 SY5149'PASSAGE, ON A SAND SPIT AT THE SW SIDE OF THE POINT.  THIS SPIT
 SY5149'PARTIALLY ENCLOSES A SMALL SHALLOW TIDAL POND.  THE STATION IS
 SY5149'(WAS) ABOUT 100 FT. FROM THE GRASS LINE, AND 50 FT. FROM THE
 SY5149'HIGH-WATERLINE.  STATION MARK IS A STANDARD DISK, SET IN AN 11-
 SY5149'BY 11- BY 24-IN. BLOCK OF CONCRETE 6 IN. BELOW THE SURFACE.
 SY5149'
 SY5149'UNDERGROUND MARK IS A STANDARD DISK, SET IN A MASS OF CONCRETE
 SY5149'36 IN. DEEP.
 SY5149'
 SY5149'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, SET IN A LARGE
 SY5149'BOULDER TO THE NE.  IT IS UNSTAMPED.  AS THIS WAS THE REFERENCE
 SY5149'MARK FOR STATION BAIN 1916, THE ARROW DOES NOT POINT TO BAIN 2.
 SY5149'
 SY5149'REFERENCE MARK 2 (NOT FOUND) WAS A STANDARD DISK, SET IN AN 11- BY
 SY5149'11- BY 20-IN. BLOCK OF CONCRETE TO THE SE, AT THE GRASS LINE IN
 SY5149'FRONT OF A WHITE COTTAGE.
 SY5149'
 SY5149'THE WITNESS MARK IS THE RUSTED NUB OF AN IRON BOLT, SET IN A LARGE
 SY5149'BOULDER TO THE SE AT THE ENTRANCE TO THE POND.
 SY5149
 SY5149                          STATION RECOVERY (1953)
 SY5149
 SY5149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 SY5149'STATION NOT RECOVERED.
 SY5149'
 SY5149'REFERENCE MARK FOUND IN ROCK BUT UNABLE TO READ MARKINGS ON IT.
 SY5149
 SY5149                          STATION RECOVERY (1999)
 SY5149
 SY5149'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY5149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5164 ***********************************************************************
 SY5164  DESIGNATION -  BAINBRIDGE IS RADIO KETO S MST
 SY5164  PID         -  SY5164
 SY5164  STATE/COUNTY-  WA/KITSAP
 SY5164  USGS QUAD   -  SUQUAMISH (1981)
 SY5164
 SY5164                         *CURRENT SURVEY CONTROL
 SY5164  ___________________________________________________________________
 SY5164* NAD 83(1991)-  47 39 16.73955(N)    122 31 12.52880(W)     ADJUSTED  
 SY5164* NAVD 88     -                                                        
 SY5164  ___________________________________________________________________
 SY5164  LAPLACE CORR-         -11.70  (seconds)                    DEFLEC99
 SY5164  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY5164
 SY5164  HORZ ORDER  -  THIRD
 SY5164
 SY5164.The horizontal coordinates were established by classical geodetic methods
 SY5164.and adjusted by the National Geodetic Survey in December 1991..
 SY5164
 SY5164
 SY5164.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5164
 SY5164.The geoid height was determined by GEOID03.
 SY5164
 SY5164;                    North         East     Units Scale Factor Converg.
 SY5164;SPC WA N     -    74,173.877   373,296.473   MT  0.99997474   -1 15 21.1
 SY5164;SPC WA N     -   243,352.13  1,224,723.51   sFT  0.99997474   -1 15 21.1
 SY5164;UTM  10      - 5,278,028.675   536,033.087   MT  0.99961595   +0 21 16.8
 SY5164
 SY5164                          SUPERSEDED SURVEY CONTROL
 SY5164
 SY5164  NAD 83(1986)-  47 39 16.73452(N)    122 31 12.53430(W) AD(       ) 4
 SY5164  NAD 27      -  47 39 17.38700(N)    122 31 08.06100(W) AD(       ) 3
 SY5164
 SY5164.Superseded values are not recommended for survey control.
 SY5164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5164.See file dsdata.txt to determine how the superseded data were derived.
 SY5164
 SY5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3603378029(NAD 83)
 SY5164
 SY5164  HISTORY     - Date     Condition        Report By
 SY5164  HISTORY     - 1965     MONUMENTED       CGS
 SY5164
 SY5164                          STATION DESCRIPTION
 SY5164
 SY5164'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5164'THE STATION IS THE RED LIGHT ATOP THE 186-FOOT HIGH RED AND WHITE
 SY5164'RADIO MAST, WHICH IS THE SOUTHERN ONE OF TWO IDENTICAL MASTS
 SY5164'LOCATED 4-3/4 MILES SOUTH-SOUTHEAST OF THE BRIDGE OVER AGATE
 SY5164'PASSAGE, 2 MILES NORTH OF WINSLOW, 1/4 MILE NORTHWEST OF THE WEST
 SY5164'END OF MURDEN COVE AND 0.15 MILE EAST OF STATE HIGHWAY 305.  THE
 SY5164'TOP OF THE MAST IS ABOUT 269 FEET ABOVE MEAN SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5175 ***********************************************************************
 SY5175  DESIGNATION -  BAINBRIDGE IS RADIO KETO N MST
 SY5175  PID         -  SY5175
 SY5175  STATE/COUNTY-  WA/KITSAP
 SY5175  USGS QUAD   -  SUQUAMISH (1981)
 SY5175
 SY5175                         *CURRENT SURVEY CONTROL
 SY5175  ___________________________________________________________________
 SY5175* NAD 83(1991)-  47 39 18.82206(N)    122 31 11.15034(W)     ADJUSTED  
 SY5175* NAVD 88     -                                                        
 SY5175  ___________________________________________________________________
 SY5175  LAPLACE CORR-         -11.70  (seconds)                    DEFLEC99
 SY5175  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY5175
 SY5175  HORZ ORDER  -  THIRD
 SY5175
 SY5175.The horizontal coordinates were established by classical geodetic methods
 SY5175.and adjusted by the National Geodetic Survey in December 1991..
 SY5175
 SY5175
 SY5175.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5175
 SY5175.The geoid height was determined by GEOID03.
 SY5175
 SY5175;                    North         East     Units Scale Factor Converg.
 SY5175;SPC WA N     -    74,237.547   373,326.639   MT  0.99997466   -1 15 20.1
 SY5175;SPC WA N     -   243,561.02  1,224,822.48   sFT  0.99997466   -1 15 20.1
 SY5175;UTM  10      - 5,278,093.144   536,061.442   MT  0.99961598   +0 21 17.8
 SY5175
 SY5175                          SUPERSEDED SURVEY CONTROL
 SY5175
 SY5175  NAD 83(1986)-  47 39 18.81703(N)    122 31 11.15583(W) AD(       ) 4
 SY5175  NAD 27      -  47 39 19.47000(N)    122 31 06.68300(W) AD(       ) 3
 SY5175
 SY5175.Superseded values are not recommended for survey control.
 SY5175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5175.See file dsdata.txt to determine how the superseded data were derived.
 SY5175
 SY5175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3606178093(NAD 83)
 SY5175
 SY5175  HISTORY     - Date     Condition        Report By
 SY5175  HISTORY     - 1965     MONUMENTED       CGS
 SY5175
 SY5175                          STATION DESCRIPTION
 SY5175
 SY5175'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5175'THE STATION IS THE RED LIGHT ATOP THE 186-FOOT HIGH RED AND WHITE
 SY5175'RADIO MAST, WHICH IS THE NORTHERN ONE OF TWO IDENTICAL MASTS LOCATED
 SY5175'4-3/4 MILES SOUTH-SOUTHEAST OF THE BRIDGE OVER AGATE PASSAGE, 2
 SY5175'MILES NORTH OF WINSLOW, 1/4 MILE NORTHWEST OF THE WEST END OF MURDEN
 SY5175'COVE AND 0.15 MILE EAST OF STATE HIGHWAY 305.  THE TOP OF THE MAST
 SY5175'IS ABOUT 269 FEET ABOVE MEAN SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5196 ***********************************************************************
 SY5196  DESIGNATION -  BAINBRIDGE ISLAND CY DEVENNYS TOWER
 SY5196  PID         -  SY5196
 SY5196  STATE/COUNTY-  WA/KITSAP
 SY5196  USGS QUAD   -  BREMERTON EAST (1981)
 SY5196
 SY5196                         *CURRENT SURVEY CONTROL
 SY5196  ___________________________________________________________________
 SY5196* NAD 83(1991)-  47 34 53.49599(N)    122 30 48.84066(W)     ADJUSTED  
 SY5196* NAVD 88     -                                                        
 SY5196  ___________________________________________________________________
 SY5196  LAPLACE CORR-         -11.03  (seconds)                    DEFLEC99
 SY5196  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SY5196
 SY5196  HORZ ORDER  -  THIRD
 SY5196
 SY5196.The horizontal coordinates were established by classical geodetic methods
 SY5196.and adjusted by the National Geodetic Survey in December 1991..
 SY5196
 SY5196
 SY5196.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5196
 SY5196.The geoid height was determined by GEOID03.
 SY5196
 SY5196;                    North         East     Units Scale Factor Converg.
 SY5196;SPC WA N     -    66,035.114   373,613.158   MT  0.99998579   -1 15 03.5
 SY5196;SPC WA N     -   216,650.20  1,225,762.50   sFT  0.99998579   -1 15 03.5
 SY5196;UTM  10      - 5,269,904.983   536,578.159   MT  0.99961644   +0 21 32.8
 SY5196
 SY5196                          SUPERSEDED SURVEY CONTROL
 SY5196
 SY5196  NAD 83(1986)-  47 34 53.49014(N)    122 30 48.84627(W) AD(       ) 4
 SY5196  NAD 27      -  47 34 54.14300(N)    122 30 44.37300(W) AD(       ) 3
 SY5196
 SY5196.Superseded values are not recommended for survey control.
 SY5196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5196.See file dsdata.txt to determine how the superseded data were derived.
 SY5196
 SY5196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3657869905(NAD 83)
 SY5196_MARKER: 55 = TOWER
 SY5196
 SY5196  HISTORY     - Date     Condition        Report By
 SY5196  HISTORY     - 1965     FIRST OBSERVED   CGS
 SY5196  HISTORY     - 1974     GOOD             NGS
 SY5196  HISTORY     - 1984     GOOD             USPSQD
 SY5196  HISTORY     - 19960610 GOOD             USPSQD
 SY5196
 SY5196                          STATION DESCRIPTION
 SY5196
 SY5196'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5196'STATION IS THE TOP OF THE 3-LEGGED, ORANGE TOWER ON THE SOUTH END OF
 SY5196'BAINBRIDGE ISLAND, ON WHAT WAS THE FORT WARD INSTALLATION.  THE LAND
 SY5196'IS NOW OWNED BY MR. J.S. (CY) DEVENNY WHO ALSO OWNES THE TOWER.  HE
 SY5196'HAS NO DEFINATE PLANS FOR THE TOWER, BUT MAY LEASE IT.  THERE IS A
 SY5196'PLATFORM ON THE TOWER ABOUT 3/4 THE WAY TO THE TOP, WHICH SETS EAST
 SY5196'AND WEST AND IS VISIBLE FROM THE NORTH AND SOUTH.
 SY5196
 SY5196                          STATION RECOVERY (1974)
 SY5196
 SY5196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 SY5196'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY5196'
 SY5196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2-1/2 MILES NE OF
 SY5196'MANCHESTER.
 SY5196
 SY5196                          STATION RECOVERY (1984)
 SY5196
 SY5196'RECOVERY NOTE BY US POWER SQUADRON 1984 (EGC)
 SY5196'TOWER EXISTS BUT ACCESS TO TOWER WAS PREVENTED BY LOCKED GATE
 SY5196'ABOUT 300 YDS FROM TOWER AND SIGN.
 SY5196
 SY5196                          STATION RECOVERY (1996)
 SY5196
 SY5196'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1575 ***********************************************************************
 SW1575  DESIGNATION -  BAIRD
 SW1575  PID         -  SW1575
 SW1575  STATE/COUNTY-  WA/GRANT
 SW1575  USGS QUAD   -  MONUMENT HILL (1966)
 SW1575
 SW1575                         *CURRENT SURVEY CONTROL
 SW1575  ___________________________________________________________________
 SW1575* NAD 83(1991)-  47 19 13.31208(N)    119 48 04.04940(W)     ADJUSTED  
 SW1575* NAVD 88     -       879.7    (meters)    2886.     (feet)  VERTCON   
 SW1575  ___________________________________________________________________
 SW1575  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 SW1575  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 SW1575
 SW1575  HORZ ORDER  -  SECOND
 SW1575
 SW1575.The horizontal coordinates were established by classical geodetic methods
 SW1575.and adjusted by the National Geodetic Survey in December 1991..
 SW1575
 SW1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1575
 SW1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1575
 SW1575.The geoid height was determined by GEOID03.
 SW1575
 SW1575;                    North         East     Units Scale Factor Converg.
 SW1575;SPC WA S     -   221,102.224   552,834.250   MT  0.99999706   +0 30 27.6
 SW1575;SPC WA S     -   725,399.55  1,813,757.04   sFT  0.99999706   +0 30 27.6
 SW1575;UTM  11      - 5,244,571.394   288,325.867   MT  1.00015068   -2 03 36.1
 SW1575
 SW1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1575!SPC WA S     -   0.99986528  x   0.99999706  =   0.99986234
 SW1575!UTM  11      -   0.99986528  x   1.00015068  =   1.00001594
 SW1575
 SW1575|---------------------------------------------------------------------|
 SW1575| PID    Reference Object                     Distance      Geod. Az  |
 SW1575|                                                           dddmmss.s |
 SW1575| CF1885 BAIRD RM 1                            9.629 METERS 05157     |
 SW1575| CF1884 BAIRD AZ MK                                        2495300.1 |
 SW1575| CF1886 BAIRD RM 2                           11.222 METERS 30738     |
 SW1575|---------------------------------------------------------------------|
 SW1575
 SW1575                          SUPERSEDED SURVEY CONTROL
 SW1575
 SW1575  NAD 83(1986)-  47 19 13.31944(N)    119 48 04.03838(W) AD(       ) 2
 SW1575  NAD 27      -  47 19 13.83500(N)    119 47 59.85800(W) AD(       ) 2
 SW1575  NGVD 29 (07/19/86)  878.5    (m)         2882.     (f) VERT ANG       
 SW1575
 SW1575.Superseded values are not recommended for survey control.
 SW1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1575.See file dsdata.txt to determine how the superseded data were derived.
 SW1575
 SW1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN8832644571(NAD 83)
 SW1575_MARKER: DD = SURVEY DISK
 SW1575_SETTING: 80 = SET IN A BOULDER
 SW1575_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SW1575
 SW1575  HISTORY     - Date     Condition        Report By
 SW1575  HISTORY     - 1948     MONUMENTED       USGS
 SW1575  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SW1575
 SW1575                          STATION DESCRIPTION
 SW1575
 SW1575'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (WRH)
 SW1575'THE STATION IS ON THE SUMMIT OF THE HIGHEST PEAK ON THE RANGE OF
 SW1575'MOUNTAINS LYING NORTH OF QUINCY AND WICHESTER, ABOUT 6 MILES
 SW1575'NORTH NORTHEAST OF QUINCY AND 6 MILES NORTH NORTHWEST OF
 SW1575'WINCHESTER.
 SW1575'
 SW1575'THE STATION IS A BRONZE USGS TRIANGULATION DISK, SET IN CONCRETE
 SW1575'IN A DRILL HOLE IN A BOULDER AND PLACED IN THE GROUND.  THE
 SW1575'BOULDER IS ABOUT 10 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  THE
 SW1575'DISK HAS NO STAMPING ON IT.
 SW1575'
 SW1575'REFERENCE MARK NUMBER 1, STAMPED BAIRD USGS NO 1 1948, PROJECTS
 SW1575'1 INCH ABOVE THE GROUND AND IS 12 INCHES LOWER THAN THE STATION.
 SW1575'
 SW1575'REFERENCE MARK NUMBER 2, STAMPED BAIRD USGS NO 2 1948, PROJECTS
 SW1575'4 INCHES ABOVE THE GROUND AND IS 12 INCHES LOWER THAN THE STATION.
 SW1575'
 SW1575'THE AZIMUTH MARK, STAMPED BAIRD USGS 1948, PROJECTS 4 INCHES
 SW1575'AND IS 32 FEET SOUTH OF GRAVEL ROAD.
 SW1575'TO REACH FROM THE STATION, GO EAST FOR 0.2 MILE TO GRAVEL ROAD.  TURN
 SW1575'TURN RIGHT ON GRAVEL ROAD TOWARDS QUINCY AND GO 0.8 MILE TO AZIMUTH
 SW1575'MARK ON THE LEFT.
 SW1575'
 SW1575'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON STATE
 SW1575'HIGHWAY 7 AND WASHINGTON STATE HIGHWAY 10 IN QUINCY, GO EAST ON
 SW1575'WASHINGTON STATE HIGHWAY 10 FOR 1.0 MILE.  TURN LEFT ON BLACKTOP
 SW1575'ROAD AND GO NORTHEAST FOR 8.1 MILES TO A DIM ROAD ON THE
 SW1575'LEFT.  TURN LEFT ON BLACKTOP ROAD AND GO NORTHEAST FOR 8.1 MILES
 SW1575'TO A DIM ROAD ON THE LEFT.  TURN LEFT ON DIM ROAD AND GO 0.2
 SW1575'MILE TO THE HIGHEST POINT AND STATION.
 SW1575
 SW1575                          STATION RECOVERY (1966)
 SW1575
 SW1575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SW1575'THE STATION IS ABOUT 12 MILES WEST OF EPHRATA, 7 MILES NORTHEAST
 SW1575'OF QUINCY, NEAR THE NORTHEAST CORNER OF SECTION 15, T 21 N, R 24 E,
 SW1575'ON THE HIGHEST POINT IN THE VICINITY, WHICH IS A HIGH, ROUND
 SW1575'HILL WITH TWO SMALL BUILDING AND A STEEL TOWER ABOUT 100 FEET HIGH
 SW1575'ON THE SUMMIT.
 SW1575'
 SW1575'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY B.M. DISK WITH A
 SW1575'TRIANGLE IN THE CENTER, SET IN A MASS OF CONCRETE 2 FEET IN
 SW1575'DIAMETER AND PROJECTING 3 INCHES.  IT IS IN THE EASTERN EDGE OF
 SW1575'THE BLACKTOP AROUND THE STEEL TOWER, 19 FEET NORTH OF THE
 SW1575'SOUTHEAST CORNER OF THE BLACKTOP AND 10 FEET EAST OF A CYCLONE
 SW1575'FENCE.
 SW1575'
 SW1575'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BAIRD USGS NO 1 1948,
 SW1575'SET IN A MASS OF CONCRETE ABOUT 2 FEET IN DIAMETER AND PROJECTING
 SW1575'2 INCHES.  IT IS ON THE EASTERN EDGE OF THE BLACKTOP, 32 FEET
 SW1575'SOUTH OF THE NORTHEAST CORNER OF THE FENCE AND 10 FEET EAST
 SW1575'OF THE FENCE.
 SW1575'
 SW1575'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BAIRD USGS NO 2
 SW1575'1948, SET IN CONCRETE FLUSH WITH THE BLACKTOP, 24 FEET EAST OF
 SW1575'THE SOUTHWEST CORNER OF THE FENCE AND 3 INCHES SOUTH OF THE
 SW1575'SOUTHERN SIDE OF THE FENCE.
 SW1575'
 SW1575'THE AZIMUTH MARK, STAMPED BAIRD USGS 1948, IS A STANDARD DISK
 SW1575'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SW1575'227 YARDS SOUTHWEST OF A FENCE CORNER, 32 FEET SOUTHEAST OF
 SW1575'THE CENTER OF THE ROAD AND INSIDE A CIRCLE OF LOOSE BOULDERS.
 SW1575'
 SW1575'TO REACH FROM THE INTERSECTION OF 1ST AVE. NW AND BASIN
 SW1575'STREET IN EPHRATA, GO NORTHWESTERLY ON 1ST AVE. NW FOR 2.4 MILES
 SW1575'TO A Y, KEEP LEFT 0.15 MILE TO A Y, KEEP LEFT AND GO 7.2 MILES
 SW1575'(MOSTLY WESTERLY) TO A CROSSROAD, TURN LEFT AND FOLLOW THE MAIN
 SW1575'ROAD SOUTH, SOUTHWEST AND WEST FOR 3.3 MILES TO A GRAVEL ROAD
 SW1575'RIGHT, TURN RIGHT AND GO 0.15 MILE ON THE GRAVEL ROAD TO THE
 SW1575'TOWER AND BUILDINGS ON THE SUMMIT OF THE HILL AND THE STATION.
 SW1575'
 SW1575'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY 0.15
 SW1575'MILE TO THE MAIN ROAD, TURN RIGHT AND GO SOUTHWESTERLY FOR 0.7
 SW1575'MILE TO A FENCE CORNER ON THE RIGHT, CONTINUE 0.1 MILE TO THE
 SW1575'MARK ON THE LEFT.
 SW1575'
 SW1575'A MAST HAS BEEN BUILT ON THE HILL AND BLACKTOP LAID AROUND THE
 SW1575'STATION MARK AND BOTH REFERENCE MARKS.  MEASUREMENTS TO REFERENCE
 SW1575'MARKS CHANGED SLIGHTLY FROM 1948, NO. 1 BEING 0.013 METER NEARER
 SW1575'THE STATION AND NO. 2 0.008 METER FARTHER.  POSSIBLY THE MARKS
 SW1575'WERE MOVED SLIGHTLY DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4200 ***********************************************************************
 SY4200  DESIGNATION -  BAKE
 SY4200  PID         -  SY4200
 SY4200  STATE/COUNTY-  WA/KING
 SY4200  USGS QUAD   -  POVERTY BAY (1994)
 SY4200
 SY4200                         *CURRENT SURVEY CONTROL
 SY4200  ___________________________________________________________________
 SY4200* NAD 83(1991)-  47 34 48.95263(N)    122 17 02.85398(W)     ADJUSTED  
 SY4200* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY4200  ___________________________________________________________________
 SY4200  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 SY4200  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 SY4200
 SY4200  HORZ ORDER  -  THIRD
 SY4200
 SY4200.The horizontal coordinates were established by classical geodetic methods
 SY4200.and adjusted by the National Geodetic Survey in December 1991..
 SY4200
 SY4200.The orthometric height was scaled from a topographic map.
 SY4200
 SY4200.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4200
 SY4200.The geoid height was determined by GEOID03.
 SY4200
 SY4200;                    North         East     Units Scale Factor Converg.
 SY4200;SPC WA N     -    65,543.735   390,866.795   MT  0.99998599   -1 04 48.5
 SY4200;SPC WA N     -   215,038.07  1,282,368.81   sFT  0.99998599   -1 04 48.5
 SY4200;UTM  10      - 5,269,898.366   553,832.569   MT  0.99963561   +0 31 42.6
 SY4200
 SY4200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4200!SPC WA N     -   1.00000259  x   0.99998599  =   0.99998858
 SY4200!UTM  10      -   1.00000259  x   0.99963561  =   0.99963820
 SY4200
 SY4200:                Primary Azimuth Mark                     Grid Az
 SY4200:SPC WA N     -  CABLE HOUSE EAST GABLE                   001 15 28.8
 SY4200:UTM  10      -  CABLE HOUSE EAST GABLE                   359 38 57.7
 SY4200
 SY4200|---------------------------------------------------------------------|
 SY4200| PID    Reference Object                     Distance      Geod. Az  |
 SY4200|                                                           dddmmss.s |
 SY4200| SY4207 CABLE HOUSE EAST GABLE              APPROX. 2.5 KM 0001040.3 |
 SY4200| SY3687 YELLOW BOATHOUSE FLAGPOLE           APPROX. 5.3 KM 0371923.6 |
 SY4200| SY3604 HIGH YELLOW TANK FLAGSTAFF          APPROX. 5.3 KM 0380649.1 |
 SY4200| SY3622 BROWN TOWER IN FIELD                APPROX. 6.5 KM 0465340.3 |
 SY4200| SY3658 OVERLAKE BROWN TOWER                APPROX. 6.6 KM 0555317.3 |
 SY4200| SY4253 BROWN TOWER PIPE                    APPROX. 2.7 KM 0605114.3 |
 SY4200| SY3630 GRAY TOWER FLAGSTAFF                APPROX. 2.8 KM 0773305.3 |
 SY4200| SY4210 SEWARD                              APPROX. 3.0 KM 1330048.7 |
 SY4200| CF7137 BAKE RM 3                            11.941 METERS 21749     |
 SY4200| CF7136 BAKE RM 2                            11.965 METERS 21750     |
 SY4200| CF7135 BAKE RM 1                            11.602 METERS 32617     |
 SY4200| SY4475 PUMPING STATION RED STACK           APPROX. 0.7 KM 3444303.9 |
 SY4200|---------------------------------------------------------------------|
 SY4200
 SY4200                          SUPERSEDED SURVEY CONTROL
 SY4200
 SY4200  NAD 83(1986)-  47 34 48.94671(N)    122 17 02.86054(W) AD(       ) 3
 SY4200  NAD 27      -  47 34 49.59000(N)    122 16 58.41300(W) AD(       ) 3
 SY4200
 SY4200.Superseded values are not recommended for survey control.
 SY4200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4200.See file dsdata.txt to determine how the superseded data were derived.
 SY4200
 SY4200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5383369898(NAD 83)
 SY4200_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY4200_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY4200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4200+STABILITY: SURFACE MOTION
 SY4200
 SY4200  HISTORY     - Date     Condition        Report By
 SY4200  HISTORY     - 1919     MONUMENTED       CGS
 SY4200  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY4200  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SY4200  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY4200  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4200  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY4200
 SY4200                          STATION DESCRIPTION
 SY4200
 SY4200'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY4200'MAIN SCHEME STATION ON W SHORE OF THE LAKE ABOUT 1-3/4 MILES S OF
 SY4200'LESCHI PARK AND ABOUT 1 MILE N OF THE HEAD OF WETMORE SLOUGH.  ABOUT
 SY4200'25 FEET FROM THE SHORE AND 25 FEET FROM THE EDGE OF THE CONCRETE
 SY4200'HIGHWAY AT AN ELEVATION OF ABOUT 4 FEET.  NAME AND YEAR STAMPED
 SY4200'THEREON.
 SY4200'
 SY4200'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4200'CONCRETE, AS DESCRIBED IN NOTES 1B AND 11B.
 SY4200'
 SY4200'WITNESS MARK NO. 1 IS A CROSS CHISELED IN THE CEMENT SIDEWALK
 SY4200'SURROUNDED BY A CHISELED TRIANGLE.
 SY4200
 SY4200                          STATION RECOVERY (1933)
 SY4200
 SY4200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY4200'STATION WAS RECOVERED AS DESCRIBED.  THE STATION IS ABOUT 25 FEET E
 SY4200'OF THE E EDGE OF THE CONCRETE SIDEWALK.  THE STATION MARK AND
 SY4200'WITNESS MARK ARE AT THE E EDGE OF THE SIDEWALK.  THE STATION IS
 SY4200'ABOUT 300 FEET S OF POINT OF CURVATURE OF BOULEVARD CURVE TO THE W.
 SY4200'BY THE STATION THE BOULEVARD RUNS ON A TANGENT ABOUT SSW.  THE
 SY4200'STATION IS 480 FEET N OF THE N SIDE OF A FLIGHT OF CONCRETE STEPS
 SY4200'LEADING FROM THE BOULEVARD DOWN TO THE BEACH.
 SY4200'
 SY4200'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4200'CONCRETE.
 SY4200'
 SY4200'THE WITNESS MARK IS A CROSS WITHIN A TRIANGLE CHISELED INTO THE
 SY4200'CEMENT SIDEWALK.
 SY4200'
 SY4200'A NEW REFERENCE MARK NO. 2 WAS ADDED, BEING PLACED IN THE INNER EDGE
 SY4200'OF THE SIDEWALK CLOSEST TO THE STATION.
 SY4200
 SY4200                          STATION RECOVERY (1939)
 SY4200
 SY4200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 SY4200'STATION IS 27.85 FEET E OF THE E EDGE OF THE CONCRETE SIDEWALK.  THE
 SY4200'REFERENCE MARK AND WITNESS MARK ARE AT THE E EDGE OF THE SIDEWALK.
 SY4200'THE STATION IS ABOUT 0.28 MILE S OF THE LAKE WASHINGTON BOULEVARD
 SY4200'INTERSECTION WITH LAKE PARK DRIVE.  BY THE STATION THE BOULEVARD
 SY4200'RUNS ON A TANGENT ABOUT SSW.  THE STATION IS 483 FEET N OF A 1-INCH
 SY4200'PIPE IN THE N PILLAR OF A FLIGHT OF CONCRETE STEPS, 22.21 FEET S 73
 SY4200'DEG W OF A CROSS CHISELED IN THE TOP OF A CONCRETE WALL, 25.0
 SY4200'FEET NW OF A 6-INCH MADRONA STUMP, 28.20 FEET N 52 DEG W OF AN
 SY4200'8-INCH MADRONA, 49.67 FEET S 10 DEG E OF A CUP TACK IN W FACE OF A
 SY4200'WEEPING WILLOW TREE, AND 38.38 FEET S 30 DEG E OF A CUP TACK IN
 SY4200'THE W FACE OF AN 18-INCH COTTONWOOD.
 SY4200'
 SY4200'STATION IS A U.S.C. AND G. BRASS TABLET SET IN TOP OF 8-INCH
 SY4200'DIAMETER ROUND TOP CONCRETE MONUMENT, FLUSH WITH THE GROUND. (ALL
 SY4200'BEARINGS TRUE).
 SY4200'
 SY4200'ONLY ONE REFERENCE MARK FOUND.  IT IS A CROSS CHISELED IN THE W SIDE
 SY4200'OF THE SIDEWALK, 39.22 FEET N 38 DEG W TO THE STATION.  (A SECOND
 SY4200'REFERENCE MARK WAS SUPPOSED TO BE PLACED IN THE E EDGE OF
 SY4200'SIDEWALK).
 SY4200
 SY4200                          STATION RECOVERY (1943)
 SY4200
 SY4200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4200'STATION IS 0.25 MILE, BY SPEEDOMETER, S OF STEPS LEADING DOWN TO
 SY4200'MOUNT BAKER PARK BOATHOUSE, AND ABOUT 30 METERS N OF TURNOUT AROUND
 SY4200'FIR TREE.
 SY4200'
 SY4200'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, STAMPED BAKE
 SY4200'1919.
 SY4200'
 SY4200'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, NOT STAMPED, SET IN
 SY4200'CONCRETE.  DISTANT 11.61 METERS (38.085 FEET) FROM STATION.  IT IS
 SY4200'ABOUT 1 FOOT W OF 18-INCH COTTONWOOD TREE (N.  33-1/2 DEG W TRUE OF
 SY4200'STATION) AND BURIED ABOUT 2 INCHES DEEP.
 SY4200'
 SY4200'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, NOT STAMPED, SET IN W
 SY4200'EDGE OF CONCRETE SIDEWALK, DISTANT 11.942 METERS, S. 38 DEG W. FROM
 SY4200'STATION.
 SY4200'
 SY4200'WITNESS MARK IS A CROSS IN A TRIANGLE CHISELED IN THE E EDGE OF
 SY4200'CONCRETE SIDEWALK, DISTANT 8.85 METERS FROM STATION S. 71 DEG W.
 SY4200'TRUE.
 SY4200
 SY4200                          STATION RECOVERY (1952)
 SY4200
 SY4200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4200'ALONG THE E SHORE OF LAKE WASHINGTON, 0.3 MILE S OF THE LAKE
 SY4200'WASHINGTON BOULEVARD INTERSECTION WITH LAKE PARK DRIVE, 483 FEET N
 SY4200'FROM WHERE BROAD CONCRETE STEPS LEAD TO THE WATERS EDGE OF THE LAKE,
 SY4200'28 FEET E OF THE E EDGE OF SIDEWALK, 23 FEET IN FROM WATERS EDGE.
 SY4200'
 SY4200'STATION MARK IS A STANDARD DISK SET IN A ROUND-TOPPED MASS OF
 SY4200'CONCRETE ABOUT 14 INCHES ACROSS.  IT IS STAMPED BAKE 1919.
 SY4200'
 SY4200'THE REFERENCE MARK PLACED IN THE EDGE OF THE SIDEWALK IS STAMPED
 SY4200'BAKE RM 3 1939.
 SY4200'
 SY4200'R.M. 1, NOT STAMPED, IS SET IN A CONCRETE MONUMENT SIMILAR TO THE
 SY4200'STATION MARK.  IT IS ABOUT 1 FOOT W OF A 2-1/2-FOOT COTTONWOOD STUMP
 SY4200'AND ABOUT 2 INCHES BELOW SURFACE.
 SY4200
 SY4200                          STATION RECOVERY (1962)
 SY4200
 SY4200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY4200'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 SY4200'WERE RECOVERED.  THE WITNESS MARK IS SO FAINT IT IS NO GOOD AS A
 SY4200'REFERENCE POINT.  FROM COMPARISONS OF AZIMUTHS THE CONCLUSION IS
 SY4200'THAT THERE HAVE ONLY BEEN TWO STANDARD DISK REFERENCE MARKS AT THE
 SY4200'STATION AND THE ONE IN THE SIDEWALK WAS CALLED NO. 2, UNSTAMPED,
 SY4200'UNTIL 1952 WHEN IT SUDDENLY TURNED UP STAMPED BAKE RM 3 1939.  THE
 SY4200'MARK IS IN THE WEST EDGE OF THE SIDEWALK.  THE AZIMUTHS AND DISTANCES
 SY4200'BEAR OUT THE FACT THAT THERE NEVER WAS A DISK IN THE EAST EDGE OF THE
 SY4200'SIDEWALK.
 SY4200'
 SY4200'REFERENCE MARK NO. 1 IS NOT STAMPED.  IT IS 21 FEET EAST OF THE
 SY4200'EAST EDGE OF THE SIDEWALK AND 11 FEET NORTHEAST OF AN 18-INCH
 SY4200'MADRONA TREE.
 SY4200'
 SY4200'THE STATION IS BETWEEN LAKE WASHINGTON BLVD. AND LAKE WASHINGTON,
 SY4200'ABOUT 0.8 MILE SOUTH OF THE FLOATING BRIDGE ON U.S. HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2075 ***********************************************************************
 TR2075  DESIGNATION -  BAKER
 TR2075  PID         -  TR2075
 TR2075  STATE/COUNTY-  WA/SAN JUAN
 TR2075  USGS QUAD   -  SHAW ISLAND (1994)
 TR2075
 TR2075                         *CURRENT SURVEY CONTROL
 TR2075  ___________________________________________________________________
 TR2075* NAD 83(1991)-  48 31 57.17229(N)    122 58 43.46241(W)     ADJUSTED  
 TR2075* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 TR2075  ___________________________________________________________________
 TR2075  LAPLACE CORR-          -8.73  (seconds)                    DEFLEC99
 TR2075  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 TR2075
 TR2075  HORZ ORDER  -  THIRD
 TR2075
 TR2075.The horizontal coordinates were established by classical geodetic methods
 TR2075.and adjusted by the National Geodetic Survey in December 1991..
 TR2075
 TR2075.The orthometric height was scaled from a topographic map.
 TR2075
 TR2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2075
 TR2075.The geoid height was determined by GEOID03.
 TR2075
 TR2075;                    North         East     Units Scale Factor Converg.
 TR2075;SPC WA N     -   172,604.283   341,578.505   MT  0.99996843   -1 35 50.3
 TR2075;SPC WA N     -   566,285.89  1,120,662.15   sFT  0.99996843   -1 35 50.3
 TR2075;UTM  10      - 5,375,493.681   501,569.542   MT  0.99960003   +0 00 57.4
 TR2075
 TR2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2075!SPC WA N     -   1.00000192  x   0.99996843  =   0.99997035
 TR2075!UTM  10      -   1.00000192  x   0.99960003  =   0.99960195
 TR2075
 TR2075:                Primary Azimuth Mark                     Grid Az
 TR2075:SPC WA N     -  STRONG RESET                             002 37 31.8
 TR2075:UTM  10      -  STRONG RESET                             001 00 44.1
 TR2075
 TR2075|---------------------------------------------------------------------|
 TR2075| PID    Reference Object                     Distance      Geod. Az  |
 TR2075|                                                           dddmmss.s |
 TR2075| TR2067 STRONG RESET                        APPROX. 2.1 KM 0010141.5 |
 TR2075|---------------------------------------------------------------------|
 TR2075
 TR2075                          SUPERSEDED SURVEY CONTROL
 TR2075
 TR2075  NAD 83(1986)-  48 31 57.17427(N)    122 58 43.46485(W) AD(       ) 3
 TR2075  NAD 27      -  48 31 57.81600(N)    122 58 38.83100(W) AD(       ) 3
 TR2075
 TR2075.Superseded values are not recommended for survey control.
 TR2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2075.See file dsdata.txt to determine how the superseded data were derived.
 TR2075
 TR2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0157075494(NAD 83)
 TR2075_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2075_SETTING: 66 = SET IN ROCK OUTCROP
 TR2075
 TR2075  HISTORY     - Date     Condition        Report By
 TR2075  HISTORY     - 1953     MONUMENTED       CGS
 TR2075  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2075  HISTORY     - 1983     GOOD             USPSQD
 TR2075  HISTORY     - 1988     GOOD             USPSQD
 TR2075
 TR2075                          STATION DESCRIPTION
 TR2075
 TR2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR2075'STATION IS ON THE EAST SIDE OF SAN JUAN ISLAND, APPROXIMATELY 0.5
 TR2075'MILE WEST OF TURN ROCK LIGHT, ON THE WEST SIDE OF THE PASSAGE
 TR2075'BETWEEN TURN ISLAND AND SAN JUAN ISLAND, ON A ROCKY, GRASS COVERED,
 TR2075'AND WOODED POINT, ABOUT 125 METERS SSE OF A FRAME SUMMER COTTAGE,
 TR2075'ON THE EXTENDED CENTER LINE OF A GRAVEL ROAD THRU THE WOODS
 TR2075'ENDING AT THE BEACH, 6.5 METERS WEST HWL, 7.8 METERS SE OF A
 TR2075'TRIANGLE BLAZE (BRASS SCREW IN CENTER) ON A 24 IN FIR TREE,
 TR2075'AND 10.3 METERS NORTH OF A 24 IN FIR TREE LEANING TO THE EAST.
 TR2075'
 TR2075'STATION IS MARKED BY A STANDARD DISK, STAMPED BAKER 1953, CEMENTED
 TR2075'IN A DRILL HOLE IN SHALE ROCK OUTCROP.
 TR2075'
 TR2075'RM 1 IS MARKED BY A STANDARD DISK, STAMPED BAKER RM1 1953,
 TR2075'CEMENTED IN A DRILL HOLE IN BEDROCK, ON THE HWL, ABOUT
 TR2075'2 FT. ABOVE MHW, 13.5 METERS SOUTH OF CENTER LINE (EXTENDED) OF
 TR2075'GRAVEL ROAD, AND 7.0 METERS EAST OF LEANING 24 IN FIR TREE
 TR2075'MENTIONED ABOVE.
 TR2075'
 TR2075'RM 2 IS MARKED BY A STANDARD DISK, STAMPED BAKER RM2 1953,
 TR2075'CEMENTED IN A DRILL HOLE IN BEDROCK, ABOUT 2 FT. ABOVE MHW, 2.0
 TR2075'METERS SW OF THE HWL, 9.6 METERS NORTH OF BLAZED 24 IN FIR TREE
 TR2075'MENTIONED ABOVE, AND 4.2 METERS NE OF 12 IN FIR TREE.
 TR2075'
 TR2075'HEIGHT OF TARGET ABOVE STATION MARK 3.5 METERS.
 TR2075
 TR2075                          STATION RECOVERY (1973)
 TR2075
 TR2075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2075'STATION FOUND AS DESCRIBED.  NEW ELEVATION ESTABLISHED.
 TR2075
 TR2075                          STATION RECOVERY (1983)
 TR2075
 TR2075'RECOVERY NOTE BY US POWER SQUADRON 1983 (AJM)
 TR2075'BAKER 1953 RECOVERED GOOD.
 TR2075'
 TR2075'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 TR2075'C.A.S. IN 1953.
 TR2075
 TR2075                          STATION RECOVERY (1988)
 TR2075
 TR2075'RECOVERY NOTE BY US POWER SQUADRON 1988 (SG)
 TR2075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0623 ***********************************************************************
 SD0623  DESIGNATION -  BAKER 1935
 SD0623  PID         -  SD0623
 SD0623  STATE/COUNTY-  WA/PACIFIC
 SD0623  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0623
 SD0623                         *CURRENT SURVEY CONTROL
 SD0623  ___________________________________________________________________
 SD0623* NAD 83(1991)-  46 16 48.64832(N)    124 01 04.34272(W)     ADJUSTED  
 SD0623* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SD0623  ___________________________________________________________________
 SD0623  LAPLACE CORR-          13.58  (seconds)                    DEFLEC99
 SD0623  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 SD0623
 SD0623  HORZ ORDER  -  THIRD
 SD0623
 SD0623.The horizontal coordinates were established by classical geodetic methods
 SD0623.and adjusted by the National Geodetic Survey in December 1991..
 SD0623
 SD0623.The orthometric height was scaled from a topographic map.
 SD0623
 SD0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0623
 SD0623.The geoid height was determined by GEOID03.
 SD0623
 SD0623;                    North         East     Units Scale Factor Converg.
 SD0623;SPC WA S     -   111,286.162   228,981.880   MT  0.99992868   -2 33 19.3
 SD0623;SPC WA S     -   365,111.35    751,251.38   sFT  0.99992868   -2 33 19.3
 SD0623;SPC OR N     -   296,341.511 2,228,935.746   MT  1.00008337   -2 29 41.4
 SD0623;SPC OR N     -   972,249.05  7,312,781.32   iFT  1.00008337   -2 29 41.4
 SD0623;UTM  10      - 5,125,681.631   421,582.683   MT  0.99967559   -0 44 08.5
 SD0623
 SD0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0623!SPC WA S     -   1.00000347  x   0.99992868  =   0.99993215
 SD0623!SPC OR N     -   1.00000347  x   1.00008337  =   1.00008684
 SD0623!UTM  10      -   1.00000347  x   0.99967559  =   0.99967906
 SD0623
 SD0623:                Primary Azimuth Mark                     Grid Az
 SD0623:SPC WA S     -  EAST BATTERY                             268 56 31.4
 SD0623:SPC OR N     -  EAST BATTERY                             268 52 53.5
 SD0623:UTM  10      -  EAST BATTERY                             267 07 20.6
 SD0623
 SD0623|---------------------------------------------------------------------|
 SD0623| PID    Reference Object                     Distance      Geod. Az  |
 SD0623|                                                           dddmmss.s |
 SD0623| SD0580 EAST BATTERY                        APPROX. 2.1 KM 2662312.1 |
 SD0623|---------------------------------------------------------------------|
 SD0623
 SD0623                          SUPERSEDED SURVEY CONTROL
 SD0623
 SD0623  NAD 83(1991)-  46 16 48.64827(N)    124 01 04.34278(W) AD(       ) 3
 SD0623  NAD 83(1986)-  46 16 48.65294(N)    124 01 04.31771(W) AD(       ) 3
 SD0623  NAD 27      -  46 16 49.29230(N)    124 00 59.76777(W) AD(       ) 3
 SD0623
 SD0623.Superseded values are not recommended for survey control.
 SD0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0623.See file dsdata.txt to determine how the superseded data were derived.
 SD0623
 SD0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2158325682(NAD 83)
 SD0623_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SD0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SD0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0623+STABILITY: SURFACE MOTION
 SD0623
 SD0623  HISTORY     - Date     Condition        Report By
 SD0623  HISTORY     - 1935     MONUMENTED       CGS
 SD0623  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0623  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SD0623
 SD0623                          STATION DESCRIPTION
 SD0623
 SD0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SD0623'THE STATION WAS LOCATED ON THE E SIDE OF SAND ISLAND, IN BAKER BAY,
 SD0623'ABOUT 0.7 MILE S OF THE EXTREME NORTHERLY TIP OF THE ISLAND.  IT IS
 SD0623'ON A RATHER PROMINENT HUMP ABOUT 100 METERS S OF A DECIDED
 SD0623'INDENTATION IN THE SHORE LINE AND ABOUT 15 METERS FROM HIGH-WATER
 SD0623'MARK.
 SD0623'
 SD0623'THE STATION WAS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD
 SD0623'HYDROGRAPHIC DISK STAMPED BAKER 1935 SET IN A 6- BY 6-INCH BY 3-FOOT
 SD0623'CONCRETE POST BURIED FLUSH WITH THE GROUND.
 SD0623
 SD0623                          STATION RECOVERY (1951)
 SD0623
 SD0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SD0623'THE STATION WAS LOCATED ON THE E SIDE OF SAND ISLAND IN BAKER BAY.
 SD0623'THE AREA IN WHICH THE STATION WAS LOCATED HAS BEEN EXCAVATED AND THE
 SD0623'STATION COULD NOT BE FOUND.  PROBABLY LOST.
 SD0623
 SD0623                          STATION RECOVERY (1958)
 SD0623
 SD0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0623'THIS STATION WAS PREVIOUSLY REPORTED PROBABLY LOST.  THE STATION
 SD0623'WAS SEARCHED FOR AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2279 ***********************************************************************
 SC2279  DESIGNATION -  BAKER BAY
 SC2279  PID         -  SC2279
 SC2279  STATE/COUNTY-  WA/PACIFIC
 SC2279  USGS QUAD   -  CHINOOK (1984)
 SC2279
 SC2279                         *CURRENT SURVEY CONTROL
 SC2279  ___________________________________________________________________
 SC2279* NAD 83(1991)-  46 16 27.90652(N)    123 56 43.12704(W)     ADJUSTED  
 SC2279* NAVD 88     -                                                        
 SC2279  ___________________________________________________________________
 SC2279  LAPLACE CORR-          16.58  (seconds)                    DEFLEC99
 SC2279  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 SC2279
 SC2279  HORZ ORDER  -  THIRD
 SC2279
 SC2279.The horizontal coordinates were established by classical geodetic methods
 SC2279.and adjusted by the National Geodetic Survey in December 1991..
 SC2279
 SC2279
 SC2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2279
 SC2279.The geoid height was determined by GEOID03.
 SC2279
 SC2279;                    North         East     Units Scale Factor Converg.
 SC2279;SPC WA S     -   110,399.633   234,540.363   MT  0.99992922   -2 30 09.6
 SC2279;SPC WA S     -   362,202.80    769,487.84   sFT  0.99992922   -2 30 09.6
 SC2279;SPC OR N     -   295,460.659 2,234,496.007   MT  1.00008141   -2 26 36.1
 SC2279;SPC OR N     -   969,359.12  7,331,023.65   iFT  1.00008141   -2 26 36.1
 SC2279;UTM  10      - 5,124,972.227   427,165.069   MT  0.99966521   -0 40 59.4
 SC2279
 SC2279                          SUPERSEDED SURVEY CONTROL
 SC2279
 SC2279  NAD 83(1991)-  46 16 27.90653(N)    123 56 43.12704(W) AD(       ) 4
 SC2279  NAD 83(1986)-  46 16 27.91302(N)    123 56 43.10603(W) AD(       ) 4
 SC2279  NAD 27      -  46 16 28.54353(N)    123 56 38.56586(W) AD(       ) 3
 SC2279
 SC2279.Superseded values are not recommended for survey control.
 SC2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2279.See file dsdata.txt to determine how the superseded data were derived.
 SC2279
 SC2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2716524972(NAD 83)
 SC2279
 SC2279  HISTORY     - Date     Condition        Report By
 SC2279  HISTORY     - 1851     MONUMENTED       SURCOA
 SC2279  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2279
 SC2279                          STATION DESCRIPTION
 SC2279
 SC2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2279'STATION REPORTED LOST IN 1913, NO FURTHER SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2265 ***********************************************************************
 SC2265  DESIGNATION -  BAKER BAY E CHAN LT 10 1952
 SC2265  PID         -  SC2265
 SC2265  STATE/COUNTY-  WA/PACIFIC
 SC2265  USGS QUAD   -  CHINOOK (1984)
 SC2265
 SC2265                         *CURRENT SURVEY CONTROL
 SC2265  ___________________________________________________________________
 SC2265* NAD 83(1991)-  46 16 24.04017(N)    123 58 45.66566(W)     ADJUSTED  
 SC2265* NAVD 88     -                                                        
 SC2265  ___________________________________________________________________
 SC2265  LAPLACE CORR-          14.65  (seconds)                    DEFLEC99
 SC2265  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SC2265
 SC2265  HORZ ORDER  -  THIRD
 SC2265
 SC2265.The horizontal coordinates were established by classical geodetic methods
 SC2265.and adjusted by the National Geodetic Survey in December 1991..
 SC2265
 SC2265
 SC2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2265
 SC2265.The geoid height was determined by GEOID03.
 SC2265
 SC2265;                    North         East     Units Scale Factor Converg.
 SC2265;SPC WA S     -   110,395.498   231,914.143   MT  0.99992932   -2 31 38.6
 SC2265;SPC WA S     -   362,189.23    760,871.65   sFT  0.99992932   -2 31 38.6
 SC2265;SPC OR N     -   295,453.793 2,231,869.393   MT  1.00008105   -2 28 03.0
 SC2265;SPC OR N     -   969,336.59  7,322,406.15   iFT  1.00008105   -2 28 03.0
 SC2265;UTM  10      - 5,124,884.731   424,540.990   MT  0.99966999   -0 42 27.9
 SC2265
 SC2265                          SUPERSEDED SURVEY CONTROL
 SC2265
 SC2265  NAD 83(1991)-  46 16 24.04015(N)    123 58 45.66567(W) AD(       ) 4
 SC2265  NAD 83(1986)-  46 16 24.04561(N)    123 58 45.64193(W) AD(       ) 4
 SC2265  NAD 27      -  46 16 24.68080(N)    123 58 41.09841(W) AD(       ) 3
 SC2265
 SC2265.Superseded values are not recommended for survey control.
 SC2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2265.See file dsdata.txt to determine how the superseded data were derived.
 SC2265
 SC2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2454124885(NAD 83)
 SC2265_MARKER: 15 = RANGE MARKER
 SC2265_SETTING: 0 = UNSPECIFIED SETTING
 SC2265
 SC2265  HISTORY     - Date     Condition        Report By
 SC2265  HISTORY     - 1952     FIRST OBSERVED   CGS
 SC2265  HISTORY     - 1958     GOOD             CGS
 SC2265  HISTORY     - 20040830 MARK NOT FOUND   USPSQD
 SC2265
 SC2265                          STATION DESCRIPTION
 SC2265
 SC2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2265'A NEW POSITION WAS DETERMINED IN 1958.
 SC2265'
 SC2265'LOCATED ABOUT 1-1/2 MILES WEST OF CHINOOK ABOUT 1/2 MILE NORTH OF
 SC2265'THE EASTERN PORTION OF SAND ISLAND IN BAKER BAY.
 SC2265'
 SC2265'THE STATION IS THE CENTER OF WHITE FLASHING NAVIGATION LIGHT THAT
 SC2265'PROJECTS ABOVE A SMALL WHITE BOX.  THE BOX RESTS ON A WOODEN
 SC2265'PLATFORM THAT IS SUPPORTED BY A WOODEN PILE DOLPHIN.  A WHITE NUMBER
 SC2265'10 ON RED TRIANGLE APPEARS ON 2 SIDES OF THE SMALL WHITE BOX.
 SC2265
 SC2265                          STATION RECOVERY (2004)
 SC2265
 SC2265'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC2265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0627 ***********************************************************************
 SD0627  DESIGNATION -  BAKER BAY EAST CHANNEL LT 23
 SD0627  PID         -  SD0627
 SD0627  STATE/COUNTY-  WA/PACIFIC
 SD0627  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0627
 SD0627                         *CURRENT SURVEY CONTROL
 SD0627  ___________________________________________________________________
 SD0627* NAD 83(1991)-  46 17 36.69096(N)    124 01 27.53747(W)     ADJUSTED  
 SD0627* NAVD 88     -                                                        
 SD0627  ___________________________________________________________________
 SD0627  LAPLACE CORR-          13.75  (seconds)                    DEFLEC99
 SD0627  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 SD0627
 SD0627  HORZ ORDER  -  THIRD
 SD0627
 SD0627.The horizontal coordinates were established by classical geodetic methods
 SD0627.and adjusted by the National Geodetic Survey in December 1991..
 SD0627
 SD0627
 SD0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0627
 SD0627.The geoid height was determined by GEOID03.
 SD0627
 SD0627;                    North         East     Units Scale Factor Converg.
 SD0627;SPC WA S     -   112,790.142   228,552.094   MT  0.99992748   -2 33 36.2
 SD0627;SPC WA S     -   370,045.66    749,841.33   sFT  0.99992748   -2 33 36.2
 SD0627;SPC OR N     -   297,845.272 2,228,504.302   MT  1.00008795   -2 29 57.8
 SD0627;SPC OR N     -   977,182.65  7,311,365.82   iFT  1.00008795   -2 29 57.8
 SD0627;UTM  10      - 5,127,170.830   421,105.478   MT  0.99967651   -0 44 25.8
 SD0627
 SD0627                          SUPERSEDED SURVEY CONTROL
 SD0627
 SD0627  NAD 83(1991)-  46 17 36.69093(N)    124 01 27.53744(W) AD(       ) 4
 SD0627  NAD 83(1986)-  46 17 36.69517(N)    124 01 27.51181(W) AD(       ) 4
 SD0627  NAD 27      -  46 17 37.33509(N)    124 01 22.96078(W) AD(       ) 3
 SD0627
 SD0627.Superseded values are not recommended for survey control.
 SD0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0627.See file dsdata.txt to determine how the superseded data were derived.
 SD0627
 SD0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2110527171(NAD 83)
 SD0627
 SD0627  HISTORY     - Date     Condition        Report By
 SD0627  HISTORY     - UNK      MONUMENTED
 SD0627  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SD0627  HISTORY     - 20040830 MARK NOT FOUND   USPSQD
 SD0627
 SD0627                          STATION DESCRIPTION
 SD0627
 SD0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SD0627'NOT PREVIOUSLY DESCRIBED.  A NEW POSITION WAS DETERMINED IN 1958.
 SD0627'
 SD0627'LOCATED ABOUT 1 MILE SOUTH-SOUTHEAST OF ILWACO, ABOUT 150 YARDS
 SD0627'NORTH OF THE NORTH END OF SAND ISLAND IN BAKER BAY.
 SD0627'
 SD0627'THE STATION IS A LIGHT ATOP A SMALL BOX-LIKE STRUCTURE WHICH SETS ON
 SD0627'A WHITE WOODEN PLATFORM.  THE PLATFORM RESTS ON A DOLPHIN.  THE LIGHT
 SD0627'IS ABOUT 15 FEET ABOVE THE WATER SURFACE.  THE LIGHT IS LISTED AS
 SD0627'NO. 1573 IN THE PACIFIC COAST LIGHT LIST, 1958.
 SD0627
 SD0627                          STATION RECOVERY (2004)
 SD0627
 SD0627'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2271 ***********************************************************************
 SC2271  DESIGNATION -  BAKER BAY EAST CHANNEL LT 13
 SC2271  PID         -  SC2271
 SC2271  STATE/COUNTY-  WA/PACIFIC
 SC2271  USGS QUAD   -  CHINOOK (1984)
 SC2271
 SC2271                         *CURRENT SURVEY CONTROL
 SC2271  ___________________________________________________________________
 SC2271* NAD 83(1991)-  46 16 29.89664(N)    123 59 33.18535(W)     ADJUSTED  
 SC2271* NAVD 88     -                                                        
 SC2271  ___________________________________________________________________
 SC2271  LAPLACE CORR-          14.08  (seconds)                    DEFLEC99
 SC2271  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 SC2271
 SC2271  HORZ ORDER  -  THIRD
 SC2271
 SC2271.The horizontal coordinates were established by classical geodetic methods
 SC2271.and adjusted by the National Geodetic Survey in December 1991..
 SC2271
 SC2271
 SC2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2271
 SC2271.The geoid height was determined by GEOID03.
 SC2271
 SC2271;                    North         East     Units Scale Factor Converg.
 SC2271;SPC WA S     -   110,621.087   230,905.750   MT  0.99992917   -2 32 13.1
 SC2271;SPC WA S     -   362,929.35    757,563.28   sFT  0.99992917   -2 32 13.1
 SC2271;SPC OR N     -   295,678.359 2,230,860.611   MT  1.00008160   -2 28 36.7
 SC2271;SPC OR N     -   970,073.36  7,319,096.49   iFT  1.00008160   -2 28 36.7
 SC2271;UTM  10      - 5,125,078.135   423,526.205   MT  0.99967189   -0 43 02.3
 SC2271
 SC2271                          SUPERSEDED SURVEY CONTROL
 SC2271
 SC2271  NAD 83(1991)-  46 16 29.89662(N)    123 59 33.18533(W) AD(       ) 4
 SC2271  NAD 83(1986)-  46 16 29.90191(N)    123 59 33.16091(W) AD(       ) 4
 SC2271  NAD 27      -  46 16 30.53845(N)    123 59 28.61615(W) AD(       ) 3
 SC2271
 SC2271.Superseded values are not recommended for survey control.
 SC2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2271.See file dsdata.txt to determine how the superseded data were derived.
 SC2271
 SC2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2352625078(NAD 83)
 SC2271
 SC2271  HISTORY     - Date     Condition        Report By
 SC2271  HISTORY     - UNK      MONUMENTED
 SC2271  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2271  HISTORY     - 20040830 MARK NOT FOUND   USPSQD
 SC2271
 SC2271                          STATION DESCRIPTION
 SC2271
 SC2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2271'NOT PREVIOUSLY DESCRIBED.  A NEW POSITION WAS DETERMINED IN 1958.
 SC2271'
 SC2271'LOCATED ABOUT 2 MILES WEST OF CHINOOK ABOUT 1 MILE EAST OF THE
 SC2271'WESTERN PORTION OF SAND ISLAND IN BAKER BAY.
 SC2271'
 SC2271'THE STATION IS A GREEN FLASHING NAVIGATION LIGHT THAT PROJECTS ABOVE
 SC2271'A SMALL WHITE BOX.  THE WHITE BOX RESTS ON A WOODEN PLATFORM THAT IS
 SC2271'SUPPORTED BY A WOODEN PILE DOLPHIN.  A WHITE NUMBER 13 ON A BLACK
 SC2271'RECTANGLE APPEARS ON TWO SIDES OF THE LIGHT BOX.
 SC2271
 SC2271                          STATION RECOVERY (2004)
 SC2271
 SC2271'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC2271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2290 ***********************************************************************
 SC2290  DESIGNATION -  BAKER BAY EAST CHANNEL LIGHT 6
 SC2290  PID         -  SC2290
 SC2290  STATE/COUNTY-  WA/PACIFIC
 SC2290  USGS QUAD   -  CHINOOK (1984)
 SC2290
 SC2290                         *CURRENT SURVEY CONTROL
 SC2290  ___________________________________________________________________
 SC2290* NAD 83(1991)-  46 15 46.46821(N)    123 57 39.16301(W)     ADJUSTED  
 SC2290* NAVD 88     -                                                        
 SC2290  ___________________________________________________________________
 SC2290  LAPLACE CORR-          15.64  (seconds)                    DEFLEC99
 SC2290  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 SC2290
 SC2290  HORZ ORDER  -  THIRD
 SC2290
 SC2290.The horizontal coordinates were established by classical geodetic methods
 SC2290.and adjusted by the National Geodetic Survey in December 1991..
 SC2290
 SC2290
 SC2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2290
 SC2290.The geoid height was determined by GEOID03.
 SC2290
 SC2290;                    North         East     Units Scale Factor Converg.
 SC2290;SPC WA S     -   109,173.974   233,285.696   MT  0.99993032   -2 30 50.3
 SC2290;SPC WA S     -   358,181.61    765,371.49   sFT  0.99993032   -2 30 50.3
 SC2290;SPC OR N     -   294,233.517 2,233,242.423   MT  1.00007753   -2 27 15.9
 SC2290;SPC OR N     -   965,333.06  7,326,910.84   iFT  1.00007753   -2 27 15.9
 SC2290;UTM  10      - 5,123,707.682   425,950.272   MT  0.99966740   -0 41 39.4
 SC2290
 SC2290                          SUPERSEDED SURVEY CONTROL
 SC2290
 SC2290  NAD 83(1991)-  46 15 46.46821(N)    123 57 39.16298(W) AD(       ) 4
 SC2290  NAD 83(1986)-  46 15 46.47444(N)    123 57 39.14016(W) AD(       ) 4
 SC2290  NAD 27      -  46 15 47.10762(N)    123 57 34.60112(W) AD(       ) 3
 SC2290
 SC2290.Superseded values are not recommended for survey control.
 SC2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2290.See file dsdata.txt to determine how the superseded data were derived.
 SC2290
 SC2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2595023708(NAD 83)
 SC2290
 SC2290  HISTORY     - Date     Condition        Report By
 SC2290  HISTORY     - 1958     MONUMENTED       CGS
 SC2290
 SC2290                          STATION DESCRIPTION
 SC2290
 SC2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2290'LOCATED ABOUT 1 MILE SOUTHWEST OF CHINOOK ABOUT 1/2 MILE
 SC2290'NORTH-NORTHEAST OF THE EASTERLY PORTION OF SAND ISLAND.
 SC2290'
 SC2290'THE STATION IS THE CENTER OF A FLASHING WHITE NAVIGATION LIGHT THAT
 SC2290'SETS ON A SMALL WHITE BOX.  THE BOX SETS ON A SMALL WOODEN
 SC2290'PLATFORM THAT IS SUPPORTED BY A PILING DOLPHIN.
 SC2290'
 SC2290'A WHITE NUMBER 6 ON A RED TRIANGLE APPEARS ON TWO SIDES OF THE WHITE
 SC2290'BOX.
 SC2290'
 SC2290'LISTED IN PACIFIC COAST LIGHT LIST, 1958, AS NO. 1567.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0872 ***********************************************************************
 SD0872  DESIGNATION -  BAKER BAY W CHAN DAYBEACON 11
 SD0872  PID         -  SD0872
 SD0872  STATE/COUNTY-  WA/PACIFIC
 SD0872  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0872
 SD0872                         *CURRENT SURVEY CONTROL
 SD0872  ___________________________________________________________________
 SD0872* NAD 83(1991)-  46 16 48.26736(N)    124 02 26.16143(W)     ADJUSTED  
 SD0872* NAVD 88     -         6.5    (meters)      21.     (feet)  VERTCON   
 SD0872  ___________________________________________________________________
 SD0872  LAPLACE CORR-          13.65  (seconds)                    DEFLEC99
 SD0872  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SD0872
 SD0872  HORZ ORDER  -  THIRD
 SD0872
 SD0872.The horizontal coordinates were established by classical geodetic methods
 SD0872.and adjusted by the National Geodetic Survey in December 1991..
 SD0872
 SD0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0872
 SD0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0872
 SD0872.The geoid height was determined by GEOID03.
 SD0872
 SD0872;                    North         East     Units Scale Factor Converg.
 SD0872;SPC WA S     -   111,352.755   227,231.596   MT  0.99992869   -2 34 18.8
 SD0872;SPC WA S     -   365,329.83    745,508.99   sFT  0.99992869   -2 34 18.8
 SD0872;SPC OR N     -   296,406.258 2,227,185.122   MT  1.00008333   -2 30 39.4
 SD0872;SPC OR N     -   972,461.48  7,307,037.80   iFT  1.00008333   -2 30 39.4
 SD0872;UTM  10      - 5,125,692.607   419,831.608   MT  0.99967900   -0 45 07.6
 SD0872
 SD0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0872!SPC WA S     -   1.00000279  x   0.99992869  =   0.99993148
 SD0872!SPC OR N     -   1.00000279  x   1.00008333  =   1.00008612
 SD0872!UTM  10      -   1.00000279  x   0.99967900  =   0.99968179
 SD0872
 SD0872                          SUPERSEDED SURVEY CONTROL
 SD0872
 SD0872  NAD 83(1991)-  46 16 48.26731(N)    124 02 26.16145(W) AD(       ) 4
 SD0872  NAD 83(1986)-  46 16 48.27059(N)    124 02 26.13622(W) AD(       ) 4
 SD0872  NGVD 29 (01/10/91)    5.5    (m)           18.     (f) VERT ANG       
 SD0872
 SD0872.Superseded values are not recommended for survey control.
 SD0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0872.See file dsdata.txt to determine how the superseded data were derived.
 SD0872
 SD0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1983225693(NAD 83)
 SD0872_MARKER: 16 = DAYBEACON
 SD0872_MARK LOGO: MGSINC
 SD0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0872+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 SD0872
 SD0872  HISTORY     - Date     Condition        Report By
 SD0872  HISTORY     - 1989     FIRST OBSERVED   MGSINC
 SD0872  HISTORY     - 20040830 GOOD             USPSQD
 SD0872
 SD0872                          STATION DESCRIPTION
 SD0872
 SD0872'DESCRIBED BY MINISTER AND GLAESER 1989
 SD0872'THE STATION, BAKER BAY WEST CHANNEL DAYBEACON 11, IS LOCATED ALONG
 SD0872'THE WEST SIDE OF BAKER BAY NEAR ILWACO, WASHINGTON.  THE DAYBEACON
 SD0872'IS LOCATED ALONG THE WEST SIDE OF THE CHANNEL BETWEEN ILWACO HARBOR
 SD0872'AND THE COLUMBIA RIVER, APPROXIMATELY 1.9 MILES SOUTH OF THE HARBOR.
 SD0872'THE POINT TIED WAS THE MIDPOINT OF THE TOP EDGE OF THE SOUTHERLY
 SD0872'RECTANGULAR DAYBOARD ON TOP OF THE WOODEN 3 PILE STRUCTURE.
 SD0872
 SD0872                          STATION RECOVERY (2004)
 SD0872
 SD0872'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0873 ***********************************************************************
 SD0873  DESIGNATION -  BAKER BAY W CHAN DAYBEACON 21
 SD0873  PID         -  SD0873
 SD0873  STATE/COUNTY-  WA/PACIFIC
 SD0873  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0873
 SD0873                         *CURRENT SURVEY CONTROL
 SD0873  ___________________________________________________________________
 SD0873* NAD 83(1991)-  46 17 42.78004(N)    124 02 39.69438(W)     ADJUSTED  
 SD0873* NAVD 88     -         6.5    (meters)      21.     (feet)  VERTCON   
 SD0873  ___________________________________________________________________
 SD0873  LAPLACE CORR-          13.78  (seconds)                    DEFLEC99
 SD0873  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 SD0873
 SD0873  HORZ ORDER  -  THIRD
 SD0873
 SD0873.The horizontal coordinates were established by classical geodetic methods
 SD0873.and adjusted by the National Geodetic Survey in December 1991..
 SD0873
 SD0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0873
 SD0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0873
 SD0873.The geoid height was determined by GEOID03.
 SD0873
 SD0873;                    North         East     Units Scale Factor Converg.
 SD0873;SPC WA S     -   113,047.125   227,017.789   MT  0.99992733   -2 34 28.6
 SD0873;SPC WA S     -   370,888.78    744,807.53   sFT  0.99992733   -2 34 28.6
 SD0873;SPC OR N     -   298,100.668 2,226,969.478   MT  1.00008853   -2 30 49.0
 SD0873;SPC OR N     -   978,020.56  7,306,330.31   iFT  1.00008853   -2 30 49.0
 SD0873;UTM  10      - 5,127,378.914   419,564.172   MT  0.99967953   -0 45 18.1
 SD0873
 SD0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0873!SPC WA S     -   1.00000279  x   0.99992733  =   0.99993012
 SD0873!SPC OR N     -   1.00000279  x   1.00008853  =   1.00009132
 SD0873!UTM  10      -   1.00000279  x   0.99967953  =   0.99968232
 SD0873
 SD0873                          SUPERSEDED SURVEY CONTROL
 SD0873
 SD0873  NAD 83(1991)-  46 17 42.77998(N)    124 02 39.69435(W) AD(       ) 4
 SD0873  NAD 83(1986)-  46 17 42.78328(N)    124 02 39.66881(W) AD(       ) 4
 SD0873  NGVD 29 (01/10/91)    5.5    (m)           18.     (f) VERT ANG       
 SD0873
 SD0873.Superseded values are not recommended for survey control.
 SD0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0873.See file dsdata.txt to determine how the superseded data were derived.
 SD0873
 SD0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1956427379(NAD 83)
 SD0873_MARKER: 16 = DAYBEACON
 SD0873_MARK LOGO: MGSINC
 SD0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0873+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 SD0873
 SD0873  HISTORY     - Date     Condition        Report By
 SD0873  HISTORY     - 1989     FIRST OBSERVED   MGSINC
 SD0873  HISTORY     - 20040830 GOOD             USPSQD
 SD0873
 SD0873                          STATION DESCRIPTION
 SD0873
 SD0873'DESCRIBED BY MINISTER AND GLAESER 1989
 SD0873'THE STATION, BAKER BAY WEST CHANNEL DAYBEACON 21, IS LOCATED ALONG
 SD0873'THE WEST SIDE OF BAKER BAY, NEAR ILWACO, WASHINGTON.  THE DAYBEACON
 SD0873'IS LOCATED ALONG THE WEST SIDE OF THE CHANNEL BETWEEN ILWACO HARBOR
 SD0873'AND THE COLUMBIA RIVER, APPROXIMATELY 0.3 MILES SOUTH OF THE HARBOR.
 SD0873'THE POINT TIED WAS THE MIDPOINT OF THE TOP EDGE OF THE NORTHERLY
 SD0873'RECTANGULAR DAYBOARD ON TOP OF A WOOD 3 PILE STRUCTURE.
 SD0873
 SD0873                          STATION RECOVERY (2004)
 SD0873
 SD0873'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0577 ***********************************************************************
 SD0577  DESIGNATION -  BAKER BAY W CHANNEL E JETTY LT
 SD0577  PID         -  SD0577
 SD0577  STATE/COUNTY-  WA/PACIFIC
 SD0577  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0577
 SD0577                         *CURRENT SURVEY CONTROL
 SD0577  ___________________________________________________________________
 SD0577* NAD 83(1991)-  46 16 03.43406(N)    124 01 55.40437(W)     ADJUSTED  
 SD0577* NAVD 88     -                                                        
 SD0577  ___________________________________________________________________
 SD0577  LAPLACE CORR-          13.38  (seconds)                    DEFLEC99
 SD0577  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 SD0577
 SD0577  HORZ ORDER  -  THIRD
 SD0577
 SD0577.The horizontal coordinates were established by classical geodetic methods
 SD0577.and adjusted by the National Geodetic Survey in December 1991..
 SD0577
 SD0577
 SD0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0577
 SD0577.The geoid height was determined by GEOID03.
 SD0577
 SD0577;                    North         East     Units Scale Factor Converg.
 SD0577;SPC WA S     -   109,940.419   227,827.395   MT  0.99992987   -2 33 56.4
 SD0577;SPC WA S     -   360,696.19    747,463.71   sFT  0.99992987   -2 33 56.4
 SD0577;SPC OR N     -   294,994.342 2,227,782.511   MT  1.00007911   -2 30 17.6
 SD0577;SPC OR N     -   967,829.21  7,308,997.74   iFT  1.00007911   -2 30 17.6
 SD0577;UTM  10      - 5,124,300.254   420,471.796   MT  0.99967775   -0 44 44.8
 SD0577
 SD0577                          SUPERSEDED SURVEY CONTROL
 SD0577
 SD0577  NAD 83(1991)-  46 16 03.43406(N)    124 01 55.40435(W) AD(       ) 4
 SD0577  NAD 83(1986)-  46 16 03.43964(N)    124 01 55.37762(W) AD(       ) 4
 SD0577  NAD 27      -  46 16 04.07873(N)    124 01 50.82993(W) AD(       ) 3
 SD0577
 SD0577.Superseded values are not recommended for survey control.
 SD0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0577.See file dsdata.txt to determine how the superseded data were derived.
 SD0577
 SD0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2047224300(NAD 83)
 SD0577
 SD0577  HISTORY     - Date     Condition        Report By
 SD0577  HISTORY     - 1958     MONUMENTED       CGS
 SD0577  HISTORY     - 20040825 MARK NOT FOUND   USPSQD
 SD0577  HISTORY     - 20040830 MARK NOT FOUND   USPSQD
 SD0577
 SD0577                          STATION DESCRIPTION
 SD0577
 SD0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0577'LOCATED ABOUT 2-3/4 MILES SOUTH OF ILWACO ABOUT 1-1/4 MILES
 SD0577'SOUTHEAST OF THE CAPE DISAPPOINTMENT LIGHTHOUSE NEAR THE SOUTH
 SD0577'(OFFSHORE) END OF A PILING SPUR JETTY.  THE JETTY JUTS SOUTHWARD
 SD0577'FROM THE WESTERLY PORTION OF SAND ISLAND.
 SD0577'
 SD0577'THE STATION IS THE CENTER OF A FLASHING WHITE NAVIGATION LIGHT THAT
 SD0577'RESTS ON A WHITE LIGHT BOX.  THE BOX SETS ON A STEEL PLATFORM THAT IS
 SD0577'SUPPORTED BY A LONE STEEL I-BEAM PILE.  THE I-BEAM PILE LEANS
 SD0577'SLIGHTLY TO THE NORTH.
 SD0577'
 SD0577'LISTED IN PACIFIC COAST LIGHT LIST, 1958, AS NO. 1556.
 SD0577
 SD0577                          STATION RECOVERY (2004)
 SD0577
 SD0577'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0577'NOT SHOWN ON CHART 18521. NO LONGER LISTED IN THE CG LIGHT LISTS
 SD0577'THIS STATION SHOULD BE CONSIDERED LOST
 SD0577
 SD0577                          STATION RECOVERY (2004)
 SD0577
 SD0577'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0577'NOT LISTED ON CG LIGHT LIST OR SHOWN ON CHARTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0616 ***********************************************************************
 SD0616  DESIGNATION -  BAKER BAY W CHANNEL W JETTY LT
 SD0616  PID         -  SD0616
 SD0616  STATE/COUNTY-  WA/PACIFIC
 SD0616  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0616
 SD0616                         *CURRENT SURVEY CONTROL
 SD0616  ___________________________________________________________________
 SD0616* NAD 83(1991)-  46 16 00.66878(N)    124 02 14.86511(W)     ADJUSTED  
 SD0616* NAVD 88     -                                                        
 SD0616  ___________________________________________________________________
 SD0616  LAPLACE CORR-          13.47  (seconds)                    DEFLEC99
 SD0616  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SD0616
 SD0616  HORZ ORDER  -  THIRD
 SD0616
 SD0616.The horizontal coordinates were established by classical geodetic methods
 SD0616.and adjusted by the National Geodetic Survey in December 1991..
 SD0616
 SD0616
 SD0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0616
 SD0616.The geoid height was determined by GEOID03.
 SD0616
 SD0616;                    North         East     Units Scale Factor Converg.
 SD0616;SPC WA S     -   109,873.796   227,407.290   MT  0.99992994   -2 34 10.6
 SD0616;SPC WA S     -   360,477.61    746,085.42   sFT  0.99992994   -2 34 10.6
 SD0616;SPC OR N     -   294,927.262 2,227,362.415   MT  1.00007885   -2 30 31.4
 SD0616;SPC OR N     -   967,609.13  7,307,619.47   iFT  1.00007885   -2 30 31.4
 SD0616;UTM  10      - 5,124,220.342   420,054.124   MT  0.99967857   -0 44 58.8
 SD0616
 SD0616                          SUPERSEDED SURVEY CONTROL
 SD0616
 SD0616  NAD 83(1991)-  46 16 00.66879(N)    124 02 14.86508(W) AD(       ) 4
 SD0616  NAD 83(1986)-  46 16 00.67425(N)    124 02 14.83830(W) AD(       ) 4
 SD0616  NAD 27      -  46 16 01.31391(N)    124 02 10.29076(W) AD(       ) 3
 SD0616
 SD0616.Superseded values are not recommended for survey control.
 SD0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0616.See file dsdata.txt to determine how the superseded data were derived.
 SD0616
 SD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2005424220(NAD 83)
 SD0616
 SD0616  HISTORY     - Date     Condition        Report By
 SD0616  HISTORY     - 1958     MONUMENTED       CGS
 SD0616  HISTORY     - 20040825 MARK NOT FOUND   USPSQD
 SD0616  HISTORY     - 20040830 MARK NOT FOUND   USPSQD
 SD0616
 SD0616                          STATION DESCRIPTION
 SD0616
 SD0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0616'LOCATED ABOUT 2-3/4 MILES SOUTH OF ILWACO ABOUT 1 MILE SOUTHEAST OF
 SD0616'CAPE DISAPPOINTMENT LIGHTHOUSE ABOUT 200 FEET EAST OF JETTY A.
 SD0616'
 SD0616'THE STATION IS THE CENTER OF A FLASHING WHITE NAVIGATION LIGHT THAT
 SD0616'PROJECTS ABOVE THE SOUTHEAST CORNER OF THE ROOF OF A SMALL WHITE
 SD0616'BUILDING.  THE BUILDING IS SUPPORTED BY FOUR ROUND STEEL PILES.
 SD0616
 SD0616                          STATION RECOVERY (2004)
 SD0616
 SD0616'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0616'NOT SHOWN ON CHART 18521. NO LONGER LISTED IN THE CG LIGHT LISTS
 SD0616'THIS STATION SHOULD BE CONSIDERED LOST
 SD0616
 SD0616                          STATION RECOVERY (2004)
 SD0616
 SD0616'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0616'NOT LISTED ON CG LIGHT LIST OR SHOWN ON CHARTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0597 ***********************************************************************
 SD0597  DESIGNATION -  BAKER BAY WEST CHANNEL LT 22
 SD0597  PID         -  SD0597
 SD0597  STATE/COUNTY-  WA/PACIFIC
 SD0597  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0597
 SD0597                         *CURRENT SURVEY CONTROL
 SD0597  ___________________________________________________________________
 SD0597* NAD 83(1991)-  46 17 53.38252(N)    124 02 16.60884(W)     ADJUSTED  
 SD0597* NAVD 88     -                                                        
 SD0597  ___________________________________________________________________
 SD0597  LAPLACE CORR-          13.73  (seconds)                    DEFLEC99
 SD0597  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 SD0597
 SD0597  HORZ ORDER  -  THIRD
 SD0597
 SD0597.The horizontal coordinates were established by classical geodetic methods
 SD0597.and adjusted by the National Geodetic Survey in December 1991..
 SD0597
 SD0597
 SD0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0597
 SD0597.The geoid height was determined by GEOID03.
 SD0597
 SD0597;                    North         East     Units Scale Factor Converg.
 SD0597;SPC WA S     -   113,351.972   227,526.030   MT  0.99992707   -2 34 11.8
 SD0597;SPC WA S     -   371,888.93    746,474.98   sFT  0.99992707   -2 34 11.8
 SD0597;SPC OR N     -   298,406.104 2,227,477.477   MT  1.00008955   -2 30 32.6
 SD0597;SPC OR N     -   979,022.65  7,307,996.97   iFT  1.00008955   -2 30 32.6
 SD0597;UTM  10      - 5,127,699.665   420,062.353   MT  0.99967855   -0 45 01.5
 SD0597
 SD0597                          SUPERSEDED SURVEY CONTROL
 SD0597
 SD0597  NAD 83(1991)-  46 17 53.38248(N)    124 02 16.60877(W) AD(       ) 4
 SD0597  NAD 83(1986)-  46 17 53.38633(N)    124 02 16.58249(W) AD(       ) 4
 SD0597  NAD 27      -  46 17 54.02739(N)    124 02 12.02980(W) AD(       ) 3
 SD0597
 SD0597.Superseded values are not recommended for survey control.
 SD0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0597.See file dsdata.txt to determine how the superseded data were derived.
 SD0597
 SD0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2006227700(NAD 83)
 SD0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0597+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 SD0597
 SD0597  HISTORY     - Date     Condition        Report By
 SD0597  HISTORY     - 1958     MONUMENTED       CGS
 SD0597  HISTORY     - 20040830 GOOD             USPSQD
 SD0597
 SD0597                          STATION DESCRIPTION
 SD0597
 SD0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0597'LOCATED ABOUT 0.6 MILE SOUTH OF ILWACO ABOUT 0.6 MILE NORTHWEST OF
 SD0597'THE NORTHERNMOST POINT OF SAND ISLAND IN BAKER BAY.
 SD0597'
 SD0597'THE STATION IS THE CENTER OF A NAVIGATION LIGHT SITUATED ON A WHITE
 SD0597'BOX.  THE BOX RESTS ON A SMALL PLATFORM THAT IS SUPPORTED BY A
 SD0597'WOODEN PILING DOLPHIN.
 SD0597'
 SD0597'A WHITE NUMBER 22 ON A RED TRIANGLE APPEARS ON THE SIDE OF THE
 SD0597'PLATFORM RAILING.
 SD0597'
 SD0597'LISTED IN PACIFIC COAST LIGHT LIST, 1958, AS NO. 1565.
 SD0597
 SD0597                          STATION RECOVERY (2004)
 SD0597
 SD0597'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2296 ***********************************************************************
 SC2296  DESIGNATION -  BAKER EAST BASE 1851
 SC2296  PID         -  SC2296
 SC2296  STATE/COUNTY-  WA/PACIFIC
 SC2296  USGS QUAD   -  CHINOOK (1984)
 SC2296
 SC2296                         *CURRENT SURVEY CONTROL
 SC2296  ___________________________________________________________________
 SC2296* NAD 83(1991)-  46 18 13.15836(N)    123 58 36.95295(W)     ADJUSTED  
 SC2296* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC2296  ___________________________________________________________________
 SC2296  LAPLACE CORR-          15.14  (seconds)                    DEFLEC99
 SC2296  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 SC2296
 SC2296  HORZ ORDER  -  THIRD
 SC2296
 SC2296.The horizontal coordinates were established by classical geodetic methods
 SC2296.and adjusted by the National Geodetic Survey in December 1991..
 SC2296
 SC2296.The orthometric height was scaled from a topographic map.
 SC2296
 SC2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2296
 SC2296.The geoid height was determined by GEOID03.
 SC2296
 SC2296;                    North         East     Units Scale Factor Converg.
 SC2296;SPC WA S     -   113,752.995   232,248.958   MT  0.99992660   -2 31 32.3
 SC2296;SPC WA S     -   373,204.62    761,970.12   sFT  0.99992660   -2 31 32.3
 SC2296;SPC OR N     -   298,812.169 2,232,200.753   MT  1.00009146   -2 27 56.8
 SC2296;SPC OR N     -   980,354.89  7,323,493.28   iFT  1.00009146   -2 27 56.8
 SC2296;UTM  10      - 5,128,250.296   424,768.978   MT  0.99966957   -0 42 22.9
 SC2296
 SC2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2296!SPC WA S     -   1.00000359  x   0.99992660  =   0.99993019
 SC2296!SPC OR N     -   1.00000359  x   1.00009146  =   1.00009505
 SC2296!UTM  10      -   1.00000359  x   0.99966957  =   0.99967316
 SC2296
 SC2296:                Primary Azimuth Mark                     Grid Az
 SC2296:SPC WA S     -  SCARBORO HILL                            142 31 06.6
 SC2296:SPC OR N     -  SCARBORO HILL                            142 27 31.1
 SC2296:UTM  10      -  SCARBORO HILL                            140 41 57.2
 SC2296
 SC2296|---------------------------------------------------------------------|
 SC2296| PID    Reference Object                     Distance      Geod. Az  |
 SC2296|                                                           dddmmss.s |
 SC2296| SC2302 SCARBORO HILL                       APPROX. 6.9 KM 1395934.3 |
 SC2296| SC2279 BAKER BAY                           APPROX. 4.1 KM 1430744.5 |
 SC2296| SC2193 SAND ISLAND                         APPROX. 6.8 KM 1884919.8 |
 SC2296|---------------------------------------------------------------------|
 SC2296
 SC2296                          SUPERSEDED SURVEY CONTROL
 SC2296
 SC2296  NAD 83(1991)-  46 18 13.15836(N)    123 58 36.95296(W) AD(       ) 3
 SC2296  NAD 83(1986)-  46 18 13.16295(N)    123 58 36.93047(W) AD(       ) 3
 SC2296  NAD 27      -  46 18 13.79531(N)    123 58 32.38152(W) AD(       ) 3
 SC2296
 SC2296.Superseded values are not recommended for survey control.
 SC2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2296.See file dsdata.txt to determine how the superseded data were derived.
 SC2296
 SC2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2476928250(NAD 83)
 SC2296_MARKER: Z = SEE DESCRIPTION
 SC2296_SETTING: 0 = UNSPECIFIED SETTING
 SC2296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2296
 SC2296  HISTORY     - Date     Condition        Report By
 SC2296  HISTORY     - 1851     MONUMENTED       CGS
 SC2296  HISTORY     - 1958     MARK NOT FOUND   CGS
 SC2296
 SC2296                          STATION DESCRIPTION
 SC2296
 SC2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2296'STATION IS LOST.  A DISTANCE AND DIRECTION AS DETERMINED FROM A
 SC2296'NEARBY TRIANGULATION STATION REVEALS THAT THE STATION WAS LOCATED
 SC2296'IN WHAT IS NOW A MUD FLAT ALONG THE NORTH SHORE OF BAKER BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2277 ***********************************************************************
 SC2277  DESIGNATION -  BAKER NEW USE 1913
 SC2277  PID         -  SC2277
 SC2277  STATE/COUNTY-  WA/PACIFIC
 SC2277  USGS QUAD   -  CHINOOK (1984)
 SC2277
 SC2277                         *CURRENT SURVEY CONTROL
 SC2277  ___________________________________________________________________
 SC2277* NAD 83(1991)-  46 17 36.02549(N)    123 58 09.00935(W)     ADJUSTED  
 SC2277* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC2277  ___________________________________________________________________
 SC2277  LAPLACE CORR-          15.36  (seconds)                    DEFLEC99
 SC2277  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 SC2277
 SC2277  HORZ ORDER  -  THIRD
 SC2277
 SC2277.The horizontal coordinates were established by classical geodetic methods
 SC2277.and adjusted by the National Geodetic Survey in December 1991..
 SC2277
 SC2277.The orthometric height was scaled from a topographic map.
 SC2277
 SC2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2277
 SC2277.The geoid height was determined by GEOID03.
 SC2277
 SC2277;                    North         East     Units Scale Factor Converg.
 SC2277;SPC WA S     -   112,581.317   232,795.908   MT  0.99992750   -2 31 12.0
 SC2277;SPC WA S     -   369,360.54    763,764.57   sFT  0.99992750   -2 31 12.0
 SC2277;SPC OR N     -   297,640.872 2,232,749.014   MT  1.00008788   -2 27 37.0
 SC2277;SPC OR N     -   976,512.05  7,325,292.04   iFT  1.00008788   -2 27 37.0
 SC2277;UTM  10      - 5,127,096.870   425,352.699   MT  0.99966850   -0 42 02.3
 SC2277
 SC2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2277!SPC WA S     -   1.00000312  x   0.99992750  =   0.99993062
 SC2277!SPC OR N     -   1.00000312  x   1.00008788  =   1.00009100
 SC2277!UTM  10      -   1.00000312  x   0.99966850  =   0.99967162
 SC2277
 SC2277:                Primary Azimuth Mark                     Grid Az
 SC2277:SPC WA S     -  S USE 1913                               139 04 26.1
 SC2277:SPC OR N     -  S USE 1913                               139 00 51.1
 SC2277:UTM  10      -  S USE 1913                               137 15 16.4
 SC2277
 SC2277|---------------------------------------------------------------------|
 SC2277| PID    Reference Object                     Distance      Geod. Az  |
 SC2277|                                                           dddmmss.s |
 SC2277| SC2288 S USE 1913                          APPROX. 5.7 KM 1363314.1 |
 SC2277|---------------------------------------------------------------------|
 SC2277
 SC2277                          SUPERSEDED SURVEY CONTROL
 SC2277
 SC2277  NAD 83(1991)-  46 17 36.02549(N)    123 58 09.00938(W) AD(       ) 3
 SC2277  NAD 83(1986)-  46 17 36.02997(N)    123 58 08.98679(W) AD(       ) 3
 SC2277  NAD 27      -  46 17 36.66229(N)    123 58 04.43849(W) AD(       ) 3
 SC2277
 SC2277.Superseded values are not recommended for survey control.
 SC2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2277.See file dsdata.txt to determine how the superseded data were derived.
 SC2277
 SC2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2535327097(NAD 83)
 SC2277
 SC2277  HISTORY     - Date     Condition        Report By
 SC2277  HISTORY     - 1913     MONUMENTED       USE
 SC2277  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2277
 SC2277                          STATION DESCRIPTION
 SC2277
 SC2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2277'STATION WAS PREVIOUSLY REPORTED LOST, NO FURTHER SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0605 ***********************************************************************
 SD0605  DESIGNATION -  BAKER WEST BASE
 SD0605  PID         -  SD0605
 SD0605  STATE/COUNTY-  WA/PACIFIC
 SD0605  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0605
 SD0605                         *CURRENT SURVEY CONTROL
 SD0605  ___________________________________________________________________
 SD0605* NAD 83(1991)-  46 18 52.53162(N)    124 00 49.72091(W)     ADJUSTED  
 SD0605* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SD0605  ___________________________________________________________________
 SD0605  LAPLACE CORR-          14.25  (seconds)                    DEFLEC99
 SD0605  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 SD0605
 SD0605  HORZ ORDER  -  THIRD
 SD0605
 SD0605.The horizontal coordinates were established by classical geodetic methods
 SD0605.and adjusted by the National Geodetic Survey in December 1991..
 SD0605
 SD0605.The orthometric height was scaled from a topographic map.
 SD0605
 SD0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0605
 SD0605.The geoid height was determined by GEOID03.
 SD0605
 SD0605;                    North         East     Units Scale Factor Converg.
 SD0605;SPC WA S     -   115,093.284   229,464.915   MT  0.99992569   -2 33 08.7
 SD0605;SPC WA S     -   377,601.88    752,836.14   sFT  0.99992569   -2 33 08.7
 SD0605;SPC OR N     -   300,149.758 2,229,414.838   MT  1.00009529   -2 29 31.0
 SD0605;SPC OR N     -   984,743.30  7,314,353.14   iFT  1.00009529   -2 29 31.0
 SD0605;UTM  10      - 5,129,501.207   421,944.506   MT  0.99967489   -0 43 59.4
 SD0605
 SD0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0605!SPC WA S     -   1.00000347  x   0.99992569  =   0.99992916
 SD0605!SPC OR N     -   1.00000347  x   1.00009529  =   1.00009876
 SD0605!UTM  10      -   1.00000347  x   0.99967489  =   0.99967835
 SD0605
 SD0605:                Primary Azimuth Mark                     Grid Az
 SD0605:SPC WA S     -  POINT B                                  102 04 14.5
 SD0605:SPC OR N     -  POINT B                                  102 00 36.8
 SD0605:UTM  10      -  POINT B                                  100 15 05.2
 SD0605
 SD0605|---------------------------------------------------------------------|
 SD0605| PID    Reference Object                     Distance      Geod. Az  |
 SD0605|                                                           dddmmss.s |
 SD0605| SC2260 POINT B                             APPROX. 1.2 KM 0993105.8 |
 SD0605|---------------------------------------------------------------------|
 SD0605
 SD0605                          SUPERSEDED SURVEY CONTROL
 SD0605
 SD0605  NAD 83(1991)-  46 18 52.53163(N)    124 00 49.72092(W) AD(       ) 3
 SD0605  NAD 83(1986)-  46 18 52.53536(N)    124 00 49.69641(W) AD(       ) 3
 SD0605  NAD 27      -  46 18 53.16986(N)    124 00 45.13898(W) AD(       ) 3
 SD0605
 SD0605.Superseded values are not recommended for survey control.
 SD0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0605.See file dsdata.txt to determine how the superseded data were derived.
 SD0605
 SD0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2194529501(NAD 83)
 SD0605_MARKER: Z = SEE DESCRIPTION
 SD0605_SETTING: 0 = UNSPECIFIED SETTING
 SD0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0605
 SD0605  HISTORY     - Date     Condition        Report By
 SD0605  HISTORY     - 1851     MONUMENTED       CGS
 SD0605  HISTORY     - 1958     MARK NOT FOUND   CGS
 SD0605
 SD0605                          STATION DESCRIPTION
 SD0605
 SD0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0605'NOT RECOVERED.  NO DESCRIPTION AVAILABLE FOR THIS STATION AND NO
 SD0605'SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0560 ***********************************************************************
 TQ0560  DESIGNATION -  BALAN
 TQ0560  PID         -  TQ0560
 TQ0560  STATE/COUNTY-  WA/WHATCOM
 TQ0560  USGS QUAD   -  BEARPAW MOUNTAIN (1989)
 TQ0560
 TQ0560                         *CURRENT SURVEY CONTROL
 TQ0560  ___________________________________________________________________
 TQ0560* NAD 83(1991)-  48 59 52.25551(N)    121 47 06.74640(W)     ADJUSTED  
 TQ0560* NAVD 88     -      1536.     (meters)    5039.     (feet)  SCALED    
 TQ0560  ___________________________________________________________________
 TQ0560  LAPLACE CORR-           8.89  (seconds)                    DEFLEC99
 TQ0560  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TQ0560
 TQ0560  HORZ ORDER  -  THIRD
 TQ0560
 TQ0560.The horizontal coordinates were established by classical geodetic methods
 TQ0560.and adjusted by the National Geodetic Survey in December 1991..
 TQ0560
 TQ0560.The orthometric height was scaled from a topographic map.
 TQ0560
 TQ0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0560
 TQ0560.The geoid height was determined by GEOID03.
 TQ0560
 TQ0560;                    North         East     Units Scale Factor Converg.
 TQ0560;SPC WA N     -   222,571.018   430,344.233   MT  1.00006052   -0 42 31.3
 TQ0560;SPC WA N     -   730,218.41  1,411,887.70   sFT  1.00006052   -0 42 31.3
 TQ0560;UTM  10      - 5,427,927.576   588,855.911   MT  0.99969699   +0 55 00.6
 TQ0560
 TQ0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0560!SPC WA N     -   0.99976215  x   1.00006052  =   0.99982266
 TQ0560!UTM  10      -   0.99976215  x   0.99969699  =   0.99945921
 TQ0560
 TQ0560:                Primary Azimuth Mark                     Grid Az
 TQ0560:SPC WA N     -  BOUNDARY MONUMENT 49 CD US               271 41 14.2
 TQ0560:UTM  10      -  BOUNDARY MONUMENT 49 CD US               270 03 42.3
 TQ0560
 TQ0560|---------------------------------------------------------------------|
 TQ0560| PID    Reference Object                     Distance      Geod. Az  |
 TQ0560|                                                           dddmmss.s |
 TQ0560| TQ0601 BOUNDARY MONUMENT 49 CD US          APPROX. 1.8 KM 2705842.9 |
 TQ0560|---------------------------------------------------------------------|
 TQ0560
 TQ0560                          SUPERSEDED SURVEY CONTROL
 TQ0560
 TQ0560  NAD 83(1986)-  48 59 52.27937(N)    121 47 06.74397(W) AD(       ) 3
 TQ0560
 TQ0560.Superseded values are not recommended for survey control.
 TQ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0560.See file dsdata.txt to determine how the superseded data were derived.
 TQ0560
 TQ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV8885627928(NAD 83)
 TQ0560_MARKER: Z = SEE DESCRIPTION
 TQ0560_SETTING: 0 = UNSPECIFIED SETTING
 TQ0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0560
 TQ0560  HISTORY     - Date     Condition        Report By
 TQ0560  HISTORY     - 1935     MONUMENTED       IBC
 TQ0560
 TQ0560                          STATION DESCRIPTION
 TQ0560
 TQ0560'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1935 (GTP)
 TQ0560'ABOUT 3 MILES SOUTH OF MCGUIRE MOUNTAIN AND 1 MILE SOUTH OF TAMIHI
 TQ0560'CREEK.  THE STATION IS ON THE NOSE OF A LOW THICKLY WOODED RIDGE
 TQ0560'EXTENDING NORTHEAST FROM THE CANYON RIDGE TRAIL, MIDWAY BETWEEN
 TQ0560'INTERNATIONAL BOUNDARY MONUMENTS 49 AND 50.  THERE ARE THREE VISTAS
 TQ0560'CUT OVER THE NOSE, AND THE STATION IS IN THE MOST NORTHERN OF THEM.
 TQ0560'
 TQ0560'STATION MARK--A NAIL IN A HUB DRIVEN IN THE SHALY GROUND WITH A SMALL
 TQ0560'CAIRN OVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1167 ***********************************************************************
 SW1167  DESIGNATION -  BALCOM 1935
 SW1167  PID         -  SW1167
 SW1167  STATE/COUNTY-  WA/FERRY
 SW1167  USGS QUAD   -  FORT SPOKANE (1985)
 SW1167
 SW1167                         *CURRENT SURVEY CONTROL
 SW1167  ___________________________________________________________________
 SW1167* NAD 83(1991)-  47 54 36.91750(N)    118 22 17.88057(W)     ADJUSTED  
 SW1167* NAVD 88     -       597.84   (+/-2cm)    1961.4    (feet)  VERTCON   
 SW1167  ___________________________________________________________________
 SW1167  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 SW1167  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 SW1167
 SW1167  HORZ ORDER  -  SECOND
 SW1167  VERT ORDER  -  THIRD ? (See Below)
 SW1167
 SW1167.The horizontal coordinates were established by classical geodetic methods
 SW1167.and adjusted by the National Geodetic Survey in December 1991..
 SW1167
 SW1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1167.The vertical order pertains to the NGVD 29 superseded value.
 SW1167
 SW1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1167
 SW1167.The geoid height was determined by GEOID03.
 SW1167
 SW1167;                    North         East     Units Scale Factor Converg.
 SW1167;SPC WA N     -   104,146.684   683,982.803   MT  0.99994879   +1 49 58.0
 SW1167;SPC WA N     -   341,687.91  2,244,033.58   sFT  0.99994879   +1 49 58.0
 SW1167;UTM  11      - 5,307,236.011   397,505.959   MT  0.99972908   -1 01 04.7
 SW1167
 SW1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1167!SPC WA N     -   0.99990931  x   0.99994879  =   0.99985810
 SW1167!UTM  11      -   0.99990931  x   0.99972908  =   0.99963841
 SW1167
 SW1167:                Primary Azimuth Mark                     Grid Az
 SW1167:SPC WA N     -  LINCOLN                                  069 53 56.7
 SW1167:UTM  11      -  LINCOLN                                  072 44 59.4
 SW1167
 SW1167|---------------------------------------------------------------------|
 SW1167| PID    Reference Object                     Distance      Geod. Az  |
 SW1167|                                                           dddmmss.s |
 SW1167| SW1171 LINCOLN                             APPROX. 3.6 KM 0714354.7 |
 SW1167|---------------------------------------------------------------------|
 SW1167
 SW1167                          SUPERSEDED SURVEY CONTROL
 SW1167
 SW1167  NAD 83(1986)-  47 54 36.92798(N)    118 22 17.87700(W) AD(       ) 2
 SW1167  NAD 27      -  47 54 37.36300(N)    118 22 13.91200(W) AD(       ) 2
 SW1167  NGVD 29 (07/19/86)  596.62   (m)         1957.4    (f) LEVELING    3  
 SW1167
 SW1167.Superseded values are not recommended for survey control.
 SW1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1167.See file dsdata.txt to determine how the superseded data were derived.
 SW1167
 SW1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP9750607236(NAD 83)
 SW1167_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1167_SETTING: 66 = SET IN ROCK OUTCROP
 SW1167_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SW1167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1167+STABILITY: POSITION/ELEVATION WELL
 SW1167
 SW1167  HISTORY     - Date     Condition        Report By
 SW1167  HISTORY     - 1935     MONUMENTED       BOR
 SW1167  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1167
 SW1167                          STATION DESCRIPTION
 SW1167
 SW1167'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1167'LOCATED IN SW 1/4 OF SEC. 23, T. 28 N., R. 35 E. WM, ALONG FLAT
 SW1167'SHELF IN HIGH GRANITE RIDGE POINTING E AT AN ELEVATION OF ABOUT
 SW1167'1,900 FEET.
 SW1167'
 SW1167'REACHED FROM LINCOLN VIA LINCOLN FERRY.  LEAVE FERRY 0.0 MILE,
 SW1167'FOLLOW MAIN ROAD AT 0.1 (TO RIGHT UP HILL).  RIGHT ON MAIN ROAD AT
 SW1167'0.35.  0.75, LEFT OFF MAIN ROAD THROUGH TREES.  0.85 THROUGH GATE
 SW1167'AND FOLLOW ROAD TO INDIAN HOUSE TAKING LEFT TURN AT 0.9.  HOUSE AT
 SW1167'1.2 MILES.  TURN LEFT HERE ACROSS BRUSHY FLAT AND FOLLOW UP SMALL
 SW1167'DRAW TO FOOT OF BENCH ABOUT 0.3 MILE.  LEAVE CAR AND CLIMB NW
 SW1167'ACROSS BENCH AND UP ROCKY RIDGE TO STATION ABOUT 300 YARDS.
 SW1167'
 SW1167'STATION MARK IS SET ACCORDING TO NOTE 2.
 SW1167'
 SW1167'HEIGHT OF LIGHT ABOVE STATION MARK 1.17 METERS.
 SW1167
 SW1167                          STATION RECOVERY (1947)
 SW1167
 SW1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1167'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE
 SW1167'U.S.B.R. IN 1935.  DUE TO LOCAL CHANGES THE U.S.B.R. DESCRIPTION
 SW1167'IS INADEQUATE.  A NEW DESCRIPTION IS SUBMITTMED--
 SW1167'
 SW1167'STATION IS LOCATED IN THE SW 1/4 SEC. 23, T. 28 N., R. 35 E. WM,
 SW1167'ABOUT 2 MILES NW OF THE CONFLUENCE OF THE SPOKANE AND COLUMBIA
 SW1167'RIVER EXTENSIONS OF ROOSEVELT LAKE, ABOUT 3 MILES E OF GEORGE
 SW1167'MOUNTAIN LOOKOUT, AND ABOUT 6 MILES N OF THE CONFLUENCE OF HAWK
 SW1167'CREEK HARBOR WITH ROOSEVELT LAKE.  IT LIES ON A FLAT SHELF ON A
 SW1167'HIGH E-W GRANITE RIDGE, ABOUT 950 METERS NW OF A SMALL COVE IN
 SW1167'THE LAKE, ABOUT 600 METERS SW OF AN ABANDONED HOUSE 14.9 METERS E
 SW1167'OF A DOUBLE-TOPPED PINE TREE, 8 METERS N OF A DEAD SNAG, AND 1
 SW1167'METER W OF A GRANITE SLOPE.
 SW1167'
 SW1167'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK, SET
 SW1167'ACCORDING TO NOTE 2, STAMPED BALCOM 1935, AND SET FLUSH WITH THE
 SW1167'SURFACE OF THE ROCK.
 SW1167'
 SW1167'TO REACH STATION BY TRUCK FROM KELLER, CROSS THE SAN POIL RIVER
 SW1167'AND FOLLOW THE MAIN TRAVELED ROAD FOR 3.7 MILES TO A Y-JUNCTION
 SW1167'ADJACENT TO SILVER CREEK.  TAKE THE LEFT FORK AND CONTINUE OVER
 SW1167'THE MOUNTAIN FOR 11.2 MILES TO A T-JUNCTION AND SIGNS INDICATING
 SW1167'INCHELIUM AND HELLGATE.  TURN RIGHT (S) IN THE DIRECTION
 SW1167'INDICATED BY THE HELLGATE SIGN AND CONTINUE FOR 8.5 MILES TO A
 SW1167'CORRAL AND AN ABANDONED HOUSE AND IMMEDIATELY BEYOND A
 SW1167'Y-JUNCTION.  TAKE THE LEFT HAND FORK AND CROSSING A DRAW,
 SW1167'CONTINUE ON PAST JIM MOUNTAIN, OVER WHITESTONE RIDGE, PASSING THE
 SW1167'ROAD TO GEORGE MOUNTAIN LOOKOUT AT 9.9 MILES, GO 15.3 MILES TO A
 SW1167'Y-JUNCTION N OF A GROUP OF RANCH BUILDINGS.  KEEP LEFT AND GO
 SW1167'3.3 MILES TO A TRACK ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO A
 SW1167'GATE OPENING INTO A FIELD.  GO THROUGH THE GATE AND CONTINUE ON
 SW1167'TRACK ROAD FOR 0.4 MILE TO AN ABANDONED HOUSE AND THE END OF
 SW1167'TRUCK TRAVEL.  PACK SW ACROSS A BUSHY FLAT AND UP THE NOSE OF
 SW1167'A LARGE GRANITE RIDGE 0.3 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2050 ***********************************************************************
 TR2050  DESIGNATION -  BALD
 TR2050  PID         -  TR2050
 TR2050  STATE/COUNTY-  WA/SAN JUAN
 TR2050  USGS QUAD   -  BLAKELY ISLAND (1994)
 TR2050
 TR2050                         *CURRENT SURVEY CONTROL
 TR2050  ___________________________________________________________________
 TR2050* NAD 83(1991)-  48 33 41.67352(N)    122 49 44.39976(W)     ADJUSTED  
 TR2050* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 TR2050  ___________________________________________________________________
 TR2050  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 TR2050  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 TR2050
 TR2050  HORZ ORDER  -  SECOND
 TR2050
 TR2050.The horizontal coordinates were established by classical geodetic methods
 TR2050.and adjusted by the National Geodetic Survey in December 1991..
 TR2050
 TR2050.The orthometric height was scaled from a topographic map.
 TR2050
 TR2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2050
 TR2050.The geoid height was determined by GEOID03.
 TR2050
 TR2050;                    North         East     Units Scale Factor Converg.
 TR2050;SPC WA N     -   175,533.560   352,716.731   MT  0.99997223   -1 29 08.9
 TR2050;SPC WA N     -   575,896.35  1,157,204.81   sFT  0.99997223   -1 29 08.9
 TR2050;UTM  10      - 5,378,734.240   512,616.782   MT  0.99960196   +0 07 41.5
 TR2050
 TR2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2050!SPC WA N     -   1.00000087  x   0.99997223  =   0.99997310
 TR2050!UTM  10      -   1.00000087  x   0.99960196  =   0.99960283
 TR2050
 TR2050|---------------------------------------------------------------------|
 TR2050| PID    Reference Object                     Distance      Geod. Az  |
 TR2050|                                                           dddmmss.s |
 TR2050| CF7530 BALD RM 1                            11.470 METERS 03823     |
 TR2050| CF7531 BALD RM 2                             9.505 METERS 14056     |
 TR2050| TR2045 WILL                                APPROX. 2.5 KM 1691815.1 |
 TR2050| TR2037 PORT STANLEY WHITE HOUSE CHIM       APPROX. 4.0 KM 2350756.2 |
 TR2050| TR2043 SWIFTS BAY LIGHT                    APPROX. 2.1 KM 2431026.9 |
 TR2050| TR2061 SHAG ROCK BEACON                    APPROX. 4.8 KM 3142331.3 |
 TR2050|---------------------------------------------------------------------|
 TR2050
 TR2050                          SUPERSEDED SURVEY CONTROL
 TR2050
 TR2050  NAD 83(1986)-  48 33 41.67566(N)    122 49 44.40237(W) AD(       ) 2
 TR2050  NAD 27      -  48 33 42.30900(N)    122 49 39.77100(W) AD(       ) 2
 TR2050
 TR2050.Superseded values are not recommended for survey control.
 TR2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2050.See file dsdata.txt to determine how the superseded data were derived.
 TR2050
 TR2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1261778734(NAD 83)
 TR2050_MARKER: Z = SEE DESCRIPTION
 TR2050_SETTING: 0 = UNSPECIFIED SETTING
 TR2050
 TR2050  HISTORY     - Date     Condition        Report By
 TR2050  HISTORY     - 1939     MONUMENTED       CGS
 TR2050  HISTORY     - 1947     SEE DESCRIPTION  LOCENG
 TR2050  HISTORY     - 1972     SEE DESCRIPTION  WADNR
 TR2050  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2050
 TR2050                          STATION DESCRIPTION
 TR2050
 TR2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CAE)
 TR2050'STATION IS LOCATED ON THE W SIDE OF BLAKELY ISLAND, 3/4 MILE
 TR2050'NW OF THATCHER AND 1/2 MILE N OF BALD BLUFF, ON A SMALL POINT
 TR2050'6 FEET ABOVE HIGH-WATER MARK AND 3 FEET FROM EDGE OF BANK.
 TR2050'
 TR2050'BOTH STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 TR2050'IN DRILL HOLES IN BOULDERS.
 TR2050'
 TR2050'STATION IS REACHED BY BOAT.
 TR2050
 TR2050                          STATION RECOVERY (1947)
 TR2050
 TR2050'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947
 TR2050'STATION RECOVERED AS DESCRIBED.  IT WAS NOT OCCUPIED AND THE
 TR2050'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT CHECKED.
 TR2050
 TR2050                          STATION RECOVERY (1972)
 TR2050
 TR2050'RECOVERY NOTE BY WA DEPT OF NAT RES 1972 (DAW)
 TR2050'BALD 1955 ELEV-- EXCELLENT
 TR2050'
 TR2050'NO. 1 1955 EXCELLENT
 TR2050'
 TR2050'NO. 2 1955 EXCELLENT
 TR2050
 TR2050                          STATION RECOVERY (1973)
 TR2050
 TR2050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2050'SEARCHED FOR AND NOT FOUND.  THERE HAS BEEN BULLDOZER WORK IN
 TR2050'THE AREA DESCRIBED AND THE MARK POSSIBLY MAY HAVE BEEN COVERED
 TR2050'OR PUSHED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1545 ***********************************************************************
 RZ1545  DESIGNATION -  BALD
 RZ1545  PID         -  RZ1545
 RZ1545  STATE/COUNTY-  WA/WHITMAN
 RZ1545  USGS QUAD   -  MOSCOW WEST (1975)
 RZ1545
 RZ1545                         *CURRENT SURVEY CONTROL
 RZ1545  ___________________________________________________________________
 RZ1545* NAD 83(1991)-  46 38 00.96858(N)    117 05 17.46329(W)     ADJUSTED  
 RZ1545* NAVD 88     -      1050.6    (meters)    3447.     (feet)  VERTCON   
 RZ1545  ___________________________________________________________________
 RZ1545  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 RZ1545  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 RZ1545
 RZ1545  HORZ ORDER  -  FIRST
 RZ1545
 RZ1545.The horizontal coordinates were established by classical geodetic methods
 RZ1545.and adjusted by the National Geodetic Survey in December 1991..
 RZ1545
 RZ1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1545
 RZ1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1545
 RZ1545.The geoid height was determined by GEOID03.
 RZ1545
 RZ1545;                    North         East     Units Scale Factor Converg.
 RZ1545;SPC WA S     -   150,173.811   761,153.942   MT  0.99991496   +2 28 42.0
 RZ1545;SPC WA S     -   492,695.24  2,497,219.22   sFT  0.99991496   +2 28 42.0
 RZ1545;SPC ID W     -   552,735.207   697,536.744   MT  1.00006233   -0 58 22.5
 RZ1545;UTM  11      - 5,164,452.757   493,250.049   MT  0.99960056   -0 03 50.8
 RZ1545
 RZ1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1545!SPC WA S     -   0.99983822  x   0.99991496  =   0.99975319
 RZ1545!SPC ID W     -   0.99983822  x   1.00006233  =   0.99990054
 RZ1545!UTM  11      -   0.99983822  x   0.99960056  =   0.99943884
 RZ1545
 RZ1545:                Primary Azimuth Mark                     Grid Az
 RZ1545:SPC WA S     -  MOSCOW BLACK WATER TANK                  025 29 49.5
 RZ1545:SPC ID W     -  MOSCOW BLACK WATER TANK                  028 56 54.0
 RZ1545:UTM  11      -  MOSCOW BLACK WATER TANK                  028 02 22.3
 RZ1545
 RZ1545|---------------------------------------------------------------------|
 RZ1545| PID    Reference Object                     Distance      Geod. Az  |
 RZ1545|                                                           dddmmss.s |
 RZ1545| RZ1549 MOSCOW BLACK WATER TANK             APPROX.13.0 KM 0275831.5 |
 RZ1545| RZ1878 SNAKE                               APPROX.18.6 KM 1875648.0 |
 RZ1545| CF4411 BALD RM 1                            32.019 METERS 20414     |
 RZ1545| CF4412 BALD RM 2                            37.680 METERS 27232     |
 RZ1545| RZ1558 PULLMAN WASH COLL BRYAN FLAG        APPROX.12.4 KM 3313113.1 |
 RZ1545| RZ1557 PULLMAN WASH COLL TANK              APPROX.12.7 KM 3313523.0 |
 RZ1545|---------------------------------------------------------------------|
 RZ1545
 RZ1545                          SUPERSEDED SURVEY CONTROL
 RZ1545
 RZ1545  NAD 83(1991)-  46 38 00.96902(N)    117 05 17.46206(W) AD(       ) 1
 RZ1545  NAD 83(1986)-  46 38 00.97420(N)    117 05 17.45742(W) AD(       ) 1
 RZ1545  NAD 27      -  46 38 01.39000(N)    117 05 13.85800(W) AD(       ) 1
 RZ1545  NGVD 29 (07/19/86) 1049.5    (m)         3443.     (f) VERT ANG       
 RZ1545
 RZ1545.Superseded values are not recommended for survey control.
 RZ1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1545.See file dsdata.txt to determine how the superseded data were derived.
 RZ1545
 RZ1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM9325064453(NAD 83)
 RZ1545_MARKER: P = PIPE CAP
 RZ1545_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RZ1545_SP_SET: METAL PIPE AND CONCRETE SURROUND
 RZ1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1545
 RZ1545  HISTORY     - Date     Condition        Report By
 RZ1545  HISTORY     - 1933     MONUMENTED       USGS
 RZ1545  HISTORY     - 1934     GOOD             CGS
 RZ1545  HISTORY     - 1945     GOOD             CGS
 RZ1545  HISTORY     - 1946     GOOD             CGS
 RZ1545  HISTORY     - 1969     GOOD             CGS
 RZ1545
 RZ1545                          STATION DESCRIPTION
 RZ1545
 RZ1545'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (FGJ)
 RZ1545'IDENTICAL WITH U.S.G.S. STATION BALD, A STANDARD PIPE WITH
 RZ1545'BRASS CAP AND NOW STAMPED USG AND GS 1933 ELEV 3452 FT.  THE
 RZ1545'STATION IS ON WHAT IS LOCALLY KNOWN AS BALD BUTTE.
 RZ1545'
 RZ1545'REACHED AS FOLLOWS FROM PULLMAN--TAKE THE ROAD TO THE TOWN
 RZ1545'OF JOHNSON, GO E FROM HIGHWAY OPPOSITE THE DEPOT 1.5 MILES, TURN
 RZ1545'LEFT (N) ON DIRT ROAD TO THE HOUSE OF R.L. MAXWELL (BALD BUTTE
 RZ1545'STOCK FARM), TURN LEFT AFTER PASSING THROUGH CORRALS AND ASCEND
 RZ1545'HILL, THENCE ALONG THE CREST OF RIDGE IN A NE DIRECTION TO THE
 RZ1545'TOP OF BUTTE.
 RZ1545'
 RZ1545'THE U.S.G.S. PIPE WAS NOT ESPECIALLY FIRM IN THE GROUND SO IT
 RZ1545'WAS REMOVED AND A U.S.C. AND G.S. BRONZE SUBSURFACE DISK WAS PUT
 RZ1545'IN.  THE PIPE WAS THEN REPLACED IN THE EXACT POSITION AND WAS
 RZ1545'REINFORCED BY POURING CONCRETE AROUND THE PIPE.  UNDERGROUND
 RZ1545'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 RZ1545'
 RZ1545'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN DRILL HOLES
 RZ1545'IN OUTCROPPING BEDROCK.
 RZ1545'
 RZ1545'HEIGHT OF LIGHT ABOVE STATION MARK 1.21 METERS.
 RZ1545
 RZ1545                          STATION RECOVERY (1934)
 RZ1545
 RZ1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CWA)
 RZ1545'IRON PIPE SET IN BASE OF CONCRETE IS A BRONZE CAP, ON IRON
 RZ1545'PIPE, STAMPED U.S. GEOLOGICAL SURVEY - BALD U.S. COAST AND
 RZ1545'GEODETIC SURVEY 1933.  THE MONUMENT IS LOCATED ON THE TOP OF
 RZ1545'THE HIGHEST BUTTE IN THE VICINITY OF JOHNSON, WASHINGTON.
 RZ1545'
 RZ1545'ORIGINAL DESCRIPTION IS SATISFACTORY.
 RZ1545
 RZ1545                          STATION RECOVERY (1945)
 RZ1545
 RZ1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ1545'STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED BY
 RZ1545'F.G.J. IN 1933 IN GOOD CONDITION.  THE STATION WAS NOT OBSERVED
 RZ1545'FROM AND NO MEASUREMENTS TAKEN.
 RZ1545'
 RZ1545'STATION WAS NOT REACHED OVER TRAVEL AS DESCRIBED AND WAS NOT
 RZ1545'CHECKED.  STATION WAS REACHED BY TRAVELING THE FOLLOWING ROUTE.
 RZ1545'
 RZ1545'AT THE TOWN OF JOHNSON, WASHINGTON, GO E ON DIRT ROAD 1.45
 RZ1545'MILES TO LANE LEFT (N) LEADING TO ABANDONED FARM BUILDINGS,
 RZ1545'0.2 MILE PASS THROUGH BARN LOT AND CONTINUE N ON FARM ROAD
 RZ1545'0.4 MILE TO LANE RIGHT (E), CONTINUE LANE E TO ITS END 0.2 MILE
 RZ1545'AND THE END OF TRUCK TRAVEL.  PACK E TO THE HIGHEST ELEVATION
 RZ1545'AND THE STATION.  A PACK OF ABOUT 30 MINUTES.
 RZ1545
 RZ1545                          STATION RECOVERY (1946)
 RZ1545
 RZ1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RZ1545'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 RZ1545'IN GOOD CONDITION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 RZ1545'
 RZ1545'THE STATION IS LOCATED ON A PROMINENT BALD KNOB LOCALLY
 RZ1545'KNOWN AS BALD BUTTE WHICH IS SITUATED ABOUT 8 MILES (AIR LINE)
 RZ1545'SE OF PULLMAN, 6 MILES (AIR LINE) NE OF COLTON, AND 2 MILES
 RZ1545'(AIR LINE) E OF JOHNSON.
 RZ1545'
 RZ1545'STATION MARK IS A STANDARD BRONZE DISK OF THE U.S. GEOLOGICAL
 RZ1545'SURVEY CAPPED OVER A 3-INCH PIPE WHICH PROJECTS 16 INCHES.  THE
 RZ1545'DISK IS STAMPED USC AND GS 1933 ELEV 3452 FT.
 RZ1545'
 RZ1545'REFERENCE MARK 1 IS 105.05 FEET S OF THE STATION.  IT IS A
 RZ1545'BRONZE REFERENCE DISK SET IN A DRILL HOLE IN OUTCROPPING
 RZ1545'BEDROCK.  THE DISK IS STAMPED BALD NO 1 USGS 1933 AND PROJECTS 8
 RZ1545'INCHES.
 RZ1545'
 RZ1545'REFERENCE MARK 2 IS 123.62 FEET W OF THE STATION.  IT IS A
 RZ1545'BRONZE REFERENCE DISK SET IN A DRILL HOLE IN OUTCROPPING
 RZ1545'BEDROCK.  THE DISK IS STAMPED BALD NO 2 USGS 1933 AND PROJECTS 2
 RZ1545'INCHES.
 RZ1545'
 RZ1545'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 RZ1545'
 RZ1545'TO REACH THE STATION FROM THE TOWN OF JOHNSON AT A RAILROAD
 RZ1545'CROSSING AND A SIGN JOHNSON, FOLLOW A GRAVEL ROAD E FOR 0.45
 RZ1545'MILE, THENCE RIGHT FOR 1 MILE TO A FARM ROAD LEFT.  TURN LEFT
 RZ1545'AND FOLLOW THE FARM ROAD FOR APPROXIMATELY 0.1 MILE TO TWO
 RZ1545'GATES, PASS THROUGH THE GATES AND CONTINUE UP THE SLOPE ONTO
 RZ1545'THE RIDGE, THENCE ALONG THE RIGHT SIDE OF THE FENCE TOWARD THE
 RZ1545'HIGHEST ELEVATION AND THE STATION AS DESCRIBED.  IN INCLEMENT
 RZ1545'WEATHER IT WILL BE NECESSARY TO WALK FROM THE GATES.
 RZ1545
 RZ1545                          STATION RECOVERY (1969)
 RZ1545
 RZ1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 RZ1545'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 RZ1545'DESCRIBED, THE DESCRIPTION IS ADEQUATE.
 RZ1545'
 RZ1545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ1545'2.4 MILES EAST OF JOHNSON, WASHINGTON.
 RZ1545'
 RZ1545'STATION MARK--A STANDARD BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY
 RZ1545'CAPPED OVER A 3 IN. PIPE WHICH PROJECTS 16 IN.  THE DISK IS STAMPED
 RZ1545'---USC AND GS 1933 ELEV 3452 FT.---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1139 ***********************************************************************
 TR1139  DESIGNATION -  BALD 2 1907
 TR1139  PID         -  TR1139
 TR1139  STATE/COUNTY-  WA/SKAGIT
 TR1139  USGS QUAD   -  UTSALADY (1968)
 TR1139
 TR1139                         *CURRENT SURVEY CONTROL
 TR1139  ___________________________________________________________________
 TR1139* NAD 83(1991)-  48 22 15.39486(N)    122 29 19.10800(W)     ADJUSTED  
 TR1139* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1139  ___________________________________________________________________
 TR1139  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 TR1139  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 TR1139
 TR1139  HORZ ORDER  -  THIRD
 TR1139
 TR1139.The horizontal coordinates were established by classical geodetic methods
 TR1139.and adjusted by the National Geodetic Survey in December 1991..
 TR1139
 TR1139.The orthometric height was scaled from a topographic map.
 TR1139
 TR1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1139
 TR1139.The geoid height was determined by GEOID03.
 TR1139
 TR1139;                    North         East     Units Scale Factor Converg.
 TR1139;SPC WA N     -   153,745.160   377,375.550   MT  0.99995199   -1 13 56.7
 TR1139;SPC WA N     -   504,412.25  1,238,106.28   sFT  0.99995199   -1 13 56.7
 TR1139;UTM  10      - 5,357,656.657   537,870.762   MT  0.99961762   +0 22 56.0
 TR1139
 TR1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1139!SPC WA N     -   1.00000315  x   0.99995199  =   0.99995514
 TR1139!UTM  10      -   1.00000315  x   0.99961762  =   0.99962077
 TR1139
 TR1139:                Primary Azimuth Mark                     Grid Az
 TR1139:SPC WA N     -  CLIFF 1907                               123 11 13.2
 TR1139:UTM  10      -  CLIFF 1907                               121 34 20.5
 TR1139
 TR1139|---------------------------------------------------------------------|
 TR1139| PID    Reference Object                     Distance      Geod. Az  |
 TR1139|                                                           dddmmss.s |
 TR1139| TR1142 CLIFF 1907                          APPROX. 1.7 KM 1215716.5 |
 TR1139|---------------------------------------------------------------------|
 TR1139
 TR1139                          SUPERSEDED SURVEY CONTROL
 TR1139
 TR1139  NAD 83(1986)-  48 22 15.39848(N)    122 29 19.11262(W) AD(       ) 3
 TR1139  NAD 27      -  48 22 16.03000(N)    122 29 14.52200(W) AD(       ) 3
 TR1139
 TR1139.Superseded values are not recommended for survey control.
 TR1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1139.See file dsdata.txt to determine how the superseded data were derived.
 TR1139
 TR1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3787157657(NAD 83)
 TR1139
 TR1139  HISTORY     - Date     Condition        Report By
 TR1139  HISTORY     - 1907     MONUMENTED       CGS
 TR1139  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1139  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1139
 TR1139                          STATION DESCRIPTION
 TR1139
 TR1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (JFP)
 TR1139'THIS SIGNAL IS LOCATED ON BALD ISLAND.  A WATER TANK AND PUMPING
 TR1139'STATION ARE ON THIS ISLAND WHICH IS LOCATED NEAR THE MOUTH OF
 TR1139'THE N FORK OF SKAGIT RIVER.  TRIANGULATION STATION IS LOCATED ON
 TR1139'LOW WEDGE-SHAPED LEDGE PROJECTING FARTHEST OUT IN A SOUTHERLY
 TR1139'DIRECTION.  TOP OF LEDGE WHERE SIGNAL IS LOCATED IS ABOUT 10 FEET
 TR1139'ABOVE HIGH WATER.  LEDGE IS ABOUT 4 FEET WIDE.  TO THE EASTWARD
 TR1139'ABOUT 100 METERS IS ANOTHER LEDGE BUT THIS SLOPES TO THE WATER
 TR1139'LINE.  THE WESTERLY SIDE OF WEDGE IS OF RED COLOR.
 TR1139'
 TR1139'SEXTANT ANGLES DELTA ROCK - TOP 72 DEG 00 MIN
 TR1139'
 TR1139'TOP - GOAT 39 DEG 46 MIN
 TR1139'
 TR1139'GOAT - ISLE 11 DEG 16 MIN
 TR1139'
 TR1139'L.TAN.HIKA ID. - R.TAN.HIKA ID.  32 DEG 44 MIN
 TR1139'
 TR1139'R.TANK.HIKA ID. - R.TAN.GOAT ID.  16 DEG 01 MIN
 TR1139
 TR1139                          STATION RECOVERY (1939)
 TR1139
 TR1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1139'ON BALD ISLAND, A ROCKY PROMONTORY LYING BETWEEN SULLIVAN SLOUGH
 TR1139'AND THE ENTRANCE TO THE N FORK OF THE SKAGIT RIVER AND SURROUNDED ON
 TR1139'THE N SIDE BY MUD FLATS BARE AT LOW TIDE, ON THE MOST SOUTHERLY
 TR1139'PART OF THE ISLAND, ABOUT 10 FEET ABOVE HIGH WATER, A STANDARD
 TR1139'U.S. ENGINEERS DISK STAMPED BALD 2 CEMENTED INTO A DRILL HOLE IN
 TR1139'THE ROCK.
 TR1139
 TR1139                          STATION RECOVERY (1960)
 TR1139
 TR1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1139'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH
 TR1139'THE FOLLOWING ADDITION.  THE ISLAND (KNOWN LOCALLY AS CRAFT
 TR1139'ISLAND) HAS BEEN CONNECTED TO THE MAINLAND BY A DIKE AND THE MUD
 TR1139'FLATS TO THE NORTH AND NORTHEAST ARE NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1219 ***********************************************************************
 SX1219  DESIGNATION -  BALD EAGLE
 SX1219  PID         -  SX1219
 SX1219  STATE/COUNTY-  WA/KING
 SX1219  USGS QUAD   -  BIG SNOW MTN (1965)
 SX1219
 SX1219                         *CURRENT SURVEY CONTROL
 SX1219  ___________________________________________________________________
 SX1219* NAD 83(1991)-  47 37 00.47466(N)    121 16 17.54544(W)     ADJUSTED  
 SX1219* NAVD 88     -                                                        
 SX1219  ___________________________________________________________________
 SX1219  LAPLACE CORR-          13.96  (seconds)                    DEFLEC99
 SX1219  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SX1219
 SX1219  HORZ ORDER  -  THIRD
 SX1219
 SX1219.The horizontal coordinates were established by classical geodetic methods
 SX1219.and adjusted by the National Geodetic Survey in December 1991..
 SX1219
 SX1219
 SX1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1219
 SX1219.The geoid height was determined by GEOID03.
 SX1219
 SX1219;                    North         East     Units Scale Factor Converg.
 SX1219;SPC WA N     -    68,670.662   467,058.038   MT  0.99998026   -0 19 34.5
 SX1219;SPC WA N     -   225,297.00  1,532,339.58   sFT  0.99998026   -0 19 34.5
 SX1219;SPC WA S     -   254,110.532   441,994.883   MT  1.00007727   -0 33 37.6
 SX1219;SPC WA S     -   833,694.30  1,450,111.55   sFT  1.00007727   -0 33 37.6
 SX1219;UTM  10      - 5,275,157.740   629,885.467   MT  0.99980731   +1 16 36.9
 SX1219
 SX1219                          SUPERSEDED SURVEY CONTROL
 SX1219
 SX1219  NAD 83(1986)-  47 37 00.47004(N)    121 16 17.54637(W) AD(       ) 4
 SX1219  NAD 27      -  47 37 01.07000(N)    121 16 13.19200(W) AD(       ) 3
 SX1219
 SX1219.Superseded values are not recommended for survey control.
 SX1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1219.See file dsdata.txt to determine how the superseded data were derived.
 SX1219
 SX1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT2988575158(NAD 83)
 SX1219
 SX1219  HISTORY     - Date     Condition        Report By
 SX1219  HISTORY     - 1936     MONUMENTED       WAGS
 SX1219
 SX1219                          STATION DESCRIPTION
 SX1219
 SX1219'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1219'STATION IS IN THE NE PORTION OF KING COUNTY, ABOUT 8 MILES SSE OF
 SX1219'SKYKOMISH, BETWEEN THE E AND W FORKS OF THE FOSS RIVER, THE
 SX1219'HIGHEST POINT OF THE MOUNTAIN, ELEVATION ABOUT 6,200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3474 ***********************************************************************
 SY3474  DESIGNATION -  BALD HILL RESET
 SY3474  PID         -  SY3474
 SY3474  STATE/COUNTY-  WA/SNOHOMISH
 SY3474  USGS QUAD   -  MALTBY (1981)
 SY3474
 SY3474                         *CURRENT SURVEY CONTROL
 SY3474  ___________________________________________________________________
 SY3474* NAD 83(1991)-  47 50 09.93078(N)    122 01 58.79237(W)     ADJUSTED  
 SY3474* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 SY3474  ___________________________________________________________________
 SY3474  LAPLACE CORR-           9.78  (seconds)                    DEFLEC99
 SY3474  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 SY3474
 SY3474  HORZ ORDER  -  FIRST
 SY3474
 SY3474.The horizontal coordinates were established by classical geodetic methods
 SY3474.and adjusted by the National Geodetic Survey in December 1991..
 SY3474
 SY3474.The orthometric height was scaled from a topographic map.
 SY3474
 SY3474.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3474
 SY3474.The geoid height was determined by GEOID03.
 SY3474
 SY3474;                    North         East     Units Scale Factor Converg.
 SY3474;SPC WA N     -    93,658.137   410,199.139   MT  0.99995429   -0 53 35.4
 SY3474;SPC WA N     -   307,276.74  1,345,795.01   sFT  0.99995429   -0 53 35.4
 SY3474;UTM  10      - 5,298,535.422   572,361.870   MT  0.99966434   +0 43 00.5
 SY3474
 SY3474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3474!SPC WA N     -   0.99996817  x   0.99995429  =   0.99992246
 SY3474!UTM  10      -   0.99996817  x   0.99966434  =   0.99963252
 SY3474
 SY3474:                Primary Azimuth Mark                     Grid Az
 SY3474:SPC WA N     -  PTS 19                                   065 42 11.0
 SY3474:UTM  10      -  PTS 19                                   064 05 35.1
 SY3474
 SY3474|---------------------------------------------------------------------|
 SY3474| PID    Reference Object                     Distance      Geod. Az  |
 SY3474|                                                           dddmmss.s |
 SY3474| CF7138 PTS 19                                             0644835.6 |
 SY3474| CF7951 PTS 5                                              0644829.0 |
 SY3474| SY4314 SEATTLE SPACE NEEDLE                APPROX.33.7 KM 2244927.4 |
 SY3474| SY3840 SAINT EDWARDS SEMINARY TANK         APPROX.20.3 KM 2335937.0 |
 SY3474| SY4879 FIRLANDS SANITARIUM TANK            APPROX.25.0 KM 2530407.8 |
 SY3474| CF7140 BALD HILL RM 2                        9.572 METERS 26437     |
 SY3474| SY4875 ALDERWOOD WATER TANK                APPROX.19.0 KM 2780809.3 |
 SY3474| SY4870 PAINE FIELD AIRWAY BEACON           APPROX.20.3 KM 2923159.0 |
 SY3474| CF7139 BALD HILL RM 1                        7.143 METERS 35314     |
 SY3474|---------------------------------------------------------------------|
 SY3474
 SY3474                          SUPERSEDED SURVEY CONTROL
 SY3474
 SY3474  NAD 83(1986)-  47 50 09.92367(N)    122 01 58.79309(W) AD(       ) 1
 SY3474  NAD 27      -  47 50 10.56900(N)    122 01 54.34100(W) AD(       ) 1
 SY3474
 SY3474.Superseded values are not recommended for survey control.
 SY3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3474.See file dsdata.txt to determine how the superseded data were derived.
 SY3474
 SY3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7236298535(NAD 83)
 SY3474_MARKER: DS = TRIANGULATION STATION DISK
 SY3474_SETTING: 66 = SET IN ROCK OUTCROP
 SY3474
 SY3474  HISTORY     - Date     Condition        Report By
 SY3474  HISTORY     - 1970     MONUMENTED       NGS
 SY3474  HISTORY     - 1978     GOOD             LOCENG
 SY3474  HISTORY     - 1982     GOOD             LOCENG
 SY3474
 SY3474                          STATION DESCRIPTION
 SY3474
 SY3474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SY3474'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED.  HOWEVER,
 SY3474'THE DISK HAD BEEN CHISELED OFF THE STEM AT THE STATION
 SY3474'MARK, LEAVING THE STEM WITH A PUNCH MARK IN THE CENTER IN THE
 SY3474'MARK.  THE STEM WAS CHISELED OUT OF THE ROCK AND A NEW DISK SET.
 SY3474'
 SY3474'THE STATION IS IN THE SOUTHWEST QUARTER OF SEC. 10, T 27 N,
 SY3474'R 6 E, ABOUT 3 MILES WEST-SOUTHWEST OF MONROE, 3/4 MILE NORTHEAST
 SY3474'OF THE SNOHOMISH RIVER, ON A BALD KNOB ON THE SOUTHEASTERN END
 SY3474'OF A RANGE OF HILLS AND ON LINE WITH MAIN STREET IN MONROE.
 SY3474'
 SY3474'TO REACH FROM THE INTERSECTION OF MAIN AND MADISON STREETS IN
 SY3474'MONROE, GO WEST-SOUTHWESTERLY ON MAIN STREET FOR 1.7 MILE TO A Y,
 SY3474'KEEP RIGHT 3.8 MILES TO A ROAD LEFT, TURN LEFT AND GO SOUTH 1.6
 SY3474'MILES TO A ROAD LEFT, TURN LEFT AND FOLLOW THE WOODS ROAD 1.4
 SY3474'MILES TO THE CLEARING ALONG A PIPELINE, FOLLOW THE PIPELINE SOUTH
 SY3474'ABOUT 1/4 MILE TO END OF TRUCK TRAVEL.  WALK SOUTHEASTERLY
 SY3474'THROUGH THE TIMBER ON THE WIDE TOPPED RIDGE FOR ABOUT 1 MILE TO
 SY3474'THE BALD KNOB AND STATION.  (LOGGING OPERATIONS ARE PLANNED FOR
 SY3474'THE AREA AND ROADS MAY CHANGE).
 SY3474'
 SY3474'THE STATION MARK, STAMPED BALD HILL U.S.E.D. 1941 1970, IS A
 SY3474'STANDARD DISK SET IN BEDROCK ON THE EXTREME EASTERN END OF THE
 SY3474'SUMMIT, ABOUT 2 FEET LOWER THAN THE HIGHEST POINT, AND 25 FEET
 SY3474'NORTH OF THE STEEP DECLINE TO THE SOUTH.  TIMBER BLOCKS VIEW TO
 SY3474'THE NORTH.
 SY3474'
 SY3474'REFERENCE MARK NO. 1, STAMPED BALD HILL USED NO 1 1941, IS A
 SY3474'STANDARD DISK SET IN AN 18-INCH EXPOSED PORTION OF BEDROCK ON THE
 SY3474'NORTHEAST SLOPE OF THE KNOLL, ABOUT 2 FEET LOWER THAN THE STATION
 SY3474'MARK AND FLUSH WITH THE GROUND.
 SY3474'
 SY3474'REFERENCE MARK NO. 2, STAMPED BALD HILL USED NO. 2 1941, IS A
 SY3474'STANDARD DISK SET IN A 2X4-FOOT EXPOSED PORTION OF BEDROCK WHICH
 SY3474'PROJECTS 6 INCHES ON THE SOUTH SIDE AND IS FLUSH ON THE NORTH
 SY3474'SIDE, ABOUT 18 INCHES HIGHER THAN THE STATION MARK AND ON THE EAST
 SY3474'END OF THE SUMMIT OF THE KNOLL.
 SY3474'
 SY3474'THE AZIMUTH MARK IS A USGS AND STATE SURVEY BENCH MARK AND
 SY3474'TRAVERSE STATION DISK, STAMPED TRAV STA NO. 5 1919, ELEV STAMPED
 SY3474'68 FEET, SET IN CONCRETE ABOUT 6 INCHES BELOW THE SURFACE AND IN
 SY3474'A 4-INCH TILE WELL, 80.5 FEET WEST OF THE STORM DRAIN COVER IN
 SY3474'THE CENTER OF THE INTERSECTION OF MAIN AND MADISON STREETS IN
 SY3474'MONROE, 35.7 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK, 3.2
 SY3474'FEET SOUTH OF THE NORTH CURB OF THE MEDIAN IN THE CENTER OF MAIN
 SY3474'STREET, 4.1 FEET NORTHEAST OF A WATER SPIGOT, ABOUT LEVEL
 SY3474'WITH THE STREET SURFACE AND 6 INCHES BELOW THE SURFACE OF THE
 SY3474'LAWN IN THE MEDIAN.
 SY3474'
 SY3474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3474'3 MILES WEST-SOUTHWEST OF MONROE.
 SY3474
 SY3474                          STATION RECOVERY (1978)
 SY3474
 SY3474'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (MC)
 SY3474'RECOVERED BY C G EMPIRE.
 SY3474'
 SY3474'CONDITION GOOD
 SY3474'
 SY3474'BEGINNING IN MONROE AT INTERSECTION OF MAIN STREET AND HIGHWAY
 SY3474'TO DUVAL, THEN GO WEST ON MAIN 1.6 MILES TO TESTER ROAD, TURN
 SY3474'LEFT ONTO TESTER ROAD.  GO 2.9 MILES TO T INTERSECTION, TURN RIGHT
 SY3474'AND GO FOR 0.1 MILE TO Y INTERSECTION, TURN LEFT ON SINGLE TRACK
 SY3474'ROAD AND GO 0.7 MILES TO GATE.  STATION IS 0.3 MILES UP ROAD AND
 SY3474'200 FEET NORTHERLY OF HOUSE. STOP AT HOUSE AND CHECK IN.
 SY3474'STATION IS ON PROPERTY OWNED BY GLENN STOEN.
 SY3474
 SY3474                          STATION RECOVERY (1982)
 SY3474
 SY3474'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (DM)
 SY3474'USED BALD HILL 1941 - 1970 RECOVERED GOOD.  ALSO FD RM 1 AND RM-2.
 SY3474'
 SY3474'A NEW HOUSE HAS BEEN BUILT ON TOP OF HILL 150 FEET + OR - WEST OF
 SY3474'MON.  WE USED SPACE NEEDLE FOR A BACKSIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1020 ***********************************************************************
 TR1020  DESIGNATION -  BALD MOUNTAIN USGS 1941
 TR1020  PID         -  TR1020
 TR1020  STATE/COUNTY-  WA/SKAGIT
 TR1020  USGS QUAD   -  STIMSON HILL (1985)
 TR1020
 TR1020                         *CURRENT SURVEY CONTROL
 TR1020  ___________________________________________________________________
 TR1020* NAD 83(1991)-  48 18 19.08573(N)    122 06 24.84092(W)     ADJUSTED  
 TR1020* NAVD 88     -       823.     (meters)    2700.     (feet)  SCALED    
 TR1020  ___________________________________________________________________
 TR1020  LAPLACE CORR-          17.49  (seconds)                    DEFLEC99
 TR1020  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TR1020
 TR1020  HORZ ORDER  -  SECOND
 TR1020
 TR1020.The horizontal coordinates were established by classical geodetic methods
 TR1020.and adjusted by the National Geodetic Survey in December 1991..
 TR1020
 TR1020.The orthometric height was scaled from a topographic map.
 TR1020
 TR1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1020
 TR1020.The geoid height was determined by GEOID03.
 TR1020
 TR1020;                    North         East     Units Scale Factor Converg.
 TR1020;SPC WA N     -   145,909.260   405,530.989   MT  0.99994759   -0 56 53.5
 TR1020;SPC WA N     -   478,703.96  1,330,479.59   sFT  0.99994759   -0 56 53.5
 TR1020;UTM  10      - 5,350,619.563   566,226.895   MT  0.99965389   +0 40 00.8
 TR1020
 TR1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1020!SPC WA N     -   0.99987438  x   0.99994759  =   0.99982198
 TR1020!UTM  10      -   0.99987438  x   0.99965389  =   0.99952831
 TR1020
 TR1020                          SUPERSEDED SURVEY CONTROL
 TR1020
 TR1020  NAD 83(1986)-  48 18 19.08636(N)    122 06 24.84057(W) AD(       ) 2
 TR1020  NAD 27      -  48 18 19.70000(N)    122 06 20.32000(W) AD(       ) 2
 TR1020
 TR1020.Superseded values are not recommended for survey control.
 TR1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1020.See file dsdata.txt to determine how the superseded data were derived.
 TR1020
 TR1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU6622750620(NAD 83)
 TR1020
 TR1020  HISTORY     - Date     Condition        Report By
 TR1020  HISTORY     - 1941     MONUMENTED       USGS
 TR1020
 TR1020                          STATION DESCRIPTION
 TR1020
 TR1020'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (JCS)
 TR1020'BALD MTN. (U.S.G.S.) IS LOST.  STATION SITE WAS VISITED AND IT WAS
 TR1020'FOUND THAT THE STATION TABLET HAD BEEN REMOVED.  THE BOULDER IN
 TR1020'WHICH IT HAD BEEN SET WAS FOUND BROKEN UP.  THE U.S.G.S. REFERENCE
 TR1020'MARK TABLETS WERE FOUND.
 TR1020'
 TR1020'TO REACH THE STATION FROM THE CROSSROADS IN BRYANT, GO E ON THE
 TR1020'GRAVEL ROAD 4.5 MILES, TAKE LEFT FORK AND CONTINUE 1.1 MILES TO
 TR1020'A FORKS AND A SMALL SHELTER HOUSE.  TAKE LEFT FORK AND TRAVEL N
 TR1020'0.7 MILE, TAKE THE LEFT FORK AT THE NW CORNER OF A SMALL STUMP
 TR1020'RANCH, CONTINUE N AND NE 2.2 MILES TO A FORKS, TAKE RIGHT FORK NE
 TR1020'0.5 MILE UP A STEEP GRADE TO A SHARP TURN TO THE LEFT.  LEAVE
 TR1020'THE TRUCK AT THIS POINT AND PACK SE ACROSS A SMALL GULLY AND UP
 TR1020'THE S SLOPE TO THE TOP OF THE MAIN RIDGE, TURN LEFT AND
 TR1020'CONTINUE UP THE MAIN RIDGE TO THE HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1021 ***********************************************************************
 TR1021  DESIGNATION -  BALD MTN
 TR1021  PID         -  TR1021
 TR1021  STATE/COUNTY-  WA/SKAGIT
 TR1021  USGS QUAD   -  STIMSON HILL (1985)
 TR1021
 TR1021                         *CURRENT SURVEY CONTROL
 TR1021  ___________________________________________________________________
 TR1021* NAD 83(1991)-  48 18 13.80007(N)    122 06 22.08583(W)     ADJUSTED  
 TR1021* NAVD 88     -       823.     (meters)    2700.     (feet)  SCALED    
 TR1021  ___________________________________________________________________
 TR1021  LAPLACE CORR-          17.45  (seconds)                    DEFLEC99
 TR1021  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TR1021
 TR1021  HORZ ORDER  -  FIRST
 TR1021
 TR1021.The horizontal coordinates were established by classical geodetic methods
 TR1021.and adjusted by the National Geodetic Survey in December 1991..
 TR1021
 TR1021.The orthometric height was scaled from a topographic map.
 TR1021
 TR1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1021
 TR1021.The geoid height was determined by GEOID03.
 TR1021
 TR1021;                    North         East     Units Scale Factor Converg.
 TR1021;SPC WA N     -   145,745.089   405,585.051   MT  0.99994751   -0 56 51.5
 TR1021;SPC WA N     -   478,165.35  1,330,656.95   sFT  0.99994751   -0 56 51.5
 TR1021;UTM  10      - 5,350,457.029   566,285.546   MT  0.99965398   +0 40 02.8
 TR1021
 TR1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1021!SPC WA N     -   0.99987438  x   0.99994751  =   0.99982190
 TR1021!UTM  10      -   0.99987438  x   0.99965398  =   0.99952840
 TR1021
 TR1021|---------------------------------------------------------------------|
 TR1021| PID    Reference Object                     Distance      Geod. Az  |
 TR1021|                                                           dddmmss.s |
 TR1021| CF7534 BALD MTN RM 1                         6.425 METERS 00556     |
 TR1021| TQ0517 FINNEY PEAK LOOKOUT HOUSE           APPROX.28.1 KM 0720751.0 |
 TR1021| CF7535 BALD MTN RM 2                         6.272 METERS 08909     |
 TR1021| CF7533 BALD MTN AZ MK 2                                   1820542.1 |
 TR1021| TR1024 ARLINGTON HIGH SCHOOL CHIMNEY       APPROX.12.6 KM 1852328.6 |
 TR1021| TR1023 ARLINGTON OUR SAVIORS LUTHERN CH CR APPROX.11.6 KM 1862658.3 |
 TR1021| CF7532 BALD MTN AZ MK                                     2004512.6 |
 TR1021|---------------------------------------------------------------------|
 TR1021
 TR1021                          SUPERSEDED SURVEY CONTROL
 TR1021
 TR1021  NAD 83(1986)-  48 18 13.80426(N)    122 06 22.08505(W) AD(       ) 1
 TR1021  NAD 27      -  48 18 14.43130(N)    122 06 17.57220(W) AD(       ) 1
 TR1021
 TR1021.Superseded values are not recommended for survey control.
 TR1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1021.See file dsdata.txt to determine how the superseded data were derived.
 TR1021
 TR1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU6628650457(NAD 83)
 TR1021_MARKER: DS = TRIANGULATION STATION DISK
 TR1021_SETTING: 66 = SET IN ROCK OUTCROP
 TR1021
 TR1021  HISTORY     - Date     Condition        Report By
 TR1021  HISTORY     - 1941     MONUMENTED       CGS
 TR1021  HISTORY     - 1950     GOOD             CGS
 TR1021  HISTORY     - 1960     GOOD             CGS
 TR1021  HISTORY     - 1981     GOOD             WADNR
 TR1021
 TR1021                          STATION DESCRIPTION
 TR1021
 TR1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCP)
 TR1021'STATION IS ON THE WESTERNMOST HIGH POINT OF A PROMINENT LONE RANGE
 TR1021'THAT HAS BEEN CUT OVER ON THE WEST SIDE AND END.  ABOUT 1-1/2 MILES
 TR1021'EAST-SOUTHEAST OF THE STATION IS A FLAT TOP MOUNTAIN COVERED WITH
 TR1021'GREEN TIMBER.  STATION IS ABOUT 5 MILES NORTH-NORTHEAST OF BRYANT
 TR1021'AND 13-1/2 MILES SOUTH EAST OF MOUNT VERNON.
 TR1021'
 TR1021'TO REACH THE STATION FROM THE CROSSROADS IN BRYANT, GO EAST ON THE
 TR1021'GRAVEL ROAD 4.5 MILES, TAKE LEFT FORK AND CONTINUE 1.1 MILES TO A
 TR1021'FORKS AND A SMALL SHELTER HOUSE.  TAKE LEFT FORK AND TRAVEL NORTH
 TR1021'0.7 MILE, TAKE THE LEFT FORK AT THE NORTHWEST CORNER OF A SMALL
 TR1021'STUMP RANCH, CONTINUE NORTH AND NORTHEAST 2.2 MILES TO A FORKS, TAKE
 TR1021'RIGHT FORK NORTHEAST 0.5 MILE UP A STEEP GRADE TO A SHARP TURN TO
 TR1021'THE LEFT.  LEAVE THE TRUCK AT THIS POINT AND PACK SOUTHEAST ACROSS A
 TR1021'SMALL GULLY AND UP THE SOUTH SLOPE TO THE TOP OF THE MAIN RIDGE,
 TR1021'TURN LEFT AND CONTINUE UP THE MAIN RIDGE TO THE HIGHEST POINT AND
 TR1021'STATION.
 TR1021'
 TR1021'STATION MARK IS LOCATED IN OUTCROPPING BEDROCK AND IS STAMPED BALD
 TR1021'MTN 1941.
 TR1021'
 TR1021'R. M. NO. 1 IS A STANDARD BRONZE REFERENCE TABLET CEMENTED IN A
 TR1021'SECTION OF 2 INCH SOIL PIPE AND PROJECTING 8 INCHES ABOVE THE
 TR1021'GROUND LINE.  IT IS STAMPED BALD MTN NO 1 1941.
 TR1021'
 TR1021'R. M. NO. 2 IS A STANDARD BRONZE REFERENCE TABLET WELDED TO A
 TR1021'SECTION OF 2 INCH AND PROJECTING 6 INCHES ABOVE THE GROUND LINE.
 TR1021'STAMPED BALD MTN NO 2 1941.
 TR1021'
 TR1021'THE AZIMUTH MARK IS A STANDARD MARK SET IN A SQUARE OF CONCRETE
 TR1021'AND PROJECTS 4 INCHES ABOVE THE GROUND LINE.  TO REACH FROM
 TR1021'BRYANTS STORE GO E ON GRAVEL ROAD 3.2 MILES.  THE MARK IS ON THE
 TR1021'LEFT OR S SIDE OF THE ROAD.  IT IS LOCATED 2 FEET S OF THE FENCE
 TR1021'AND 2 FEET NW OF WHITE WITNESS POST.  IT IS LOCATED ABOUT 3 MILES
 TR1021'AIRLINE SW OF THE STATION AND IS STAMPED BALD MTN 1941.
 TR1021
 TR1021                          STATION RECOVERY (1950)
 TR1021
 TR1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TR1021'STATION AND TWO REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 TR1021'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 TR1021'RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED AND DESCRIBED BELOW.
 TR1021'A COMPLETE DESCRIPTION FOLLOWS.
 TR1021'
 TR1021'STATION IS LOCATED ON THE HIGHEST POINT OF BALD MOUNTAIN, AIRLINE,
 TR1021'ABOUT 13-1/2 MILES SOUTHEAST OF MOUNT VERNON, 7-1/2 MILES NORTH OF
 TR1021'ARLINGTON AND 5 MILES NORTH NORTHEAST OF BRYANT.  IT IS A PROMINENT
 TR1021'LOGGED OVER MOUNTAIN AT THE WESTERN END OF A LONE RANGE.  A FLAT
 TR1021'TOPPED MOUNTAIN ABOUT 1-1/2 MILES EAST SOUTHEAST IS ABOUT THE SAME
 TR1021'ELEVATION AND HAS SCATTERED SNAGS ON TOP.
 TR1021'
 TR1021'STATION MARK, STAMPED BALD MTN 1941, IS A STANDARD DISK SET IN
 TR1021'CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 TR1021'THE GROUND.
 TR1021'
 TR1021'REFERENCE MARK NUMBER 1, STAMPED MTN BALD NO 1 1941, IS A STANDARD
 TR1021'DISK WELDED TO THE TOP OF A 2 INCH SOIL PIPE THAT PROJECTS 8 INCHES
 TR1021'ABOVE THE GROUND AND IS 15 INCHES HIGHER IN ELEVATION THAN THE
 TR1021'STATION.
 TR1021'
 TR1021'REFERENCE MARK NUMBER 2, STAMPED BALD MTN NO 2 1941, IS A STANDARD
 TR1021'DISK WELDED TO THE TOP OF A 2 INCH SOIL PIPE THAT PROJECTS 9 INCHES
 TR1021'ABOVE THE GROUND AND IS 12 INCHES HIGHER IN ELEVATION THAN THE
 TR1021'STATION.
 TR1021'
 TR1021'AZIMUTH MARK, STAMPED BALD MTN 1941 1950, IS A STANDARD DISK SET IN
 TR1021'A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE
 TR1021'GROUND.  TO REACH FROM THE BRYANT CASH STORE AT A CROSSROADS, GO
 TR1021'NORTHEAST ON GRAVELED ROAD FOR 3.6 MILES TO THE AZIMUTH MARK ON THE
 TR1021'RIGHT SIDE OF THE ROAD.  IT IS 18 FEET SOUTH OF THE CENTERLINE OF
 TR1021'THE GRAVELED ROAD, 10 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH
 TR1021'OF THE FENCE LINE.
 TR1021'
 TR1021'THE STATION IS REACHED AS FOLLOWS--FROM THE CROSSROADS AT BRYANT, GO
 TR1021'EASTERLY ON GRAVELED ROAD FOR 4.5 MILES TO A FORK.  TAKE LEFT FORK
 TR1021'AND GO 1.1 MILES TO A FORK AND A SMALL SHELTER HOUSE.  TAKE THE
 TR1021'LEFT FORK AND GO NORTH FOR 0.7 MILE TO A FORK.  TAKE THE LEFT FORK
 TR1021'AT THE NORTHWEST CORNER OF A SMALL STUMP RANCH AND GO NORTH AND
 TR1021'NORTHEAST FOR 2.2 MILES TO A FORK AND A SMALL BROKEN DOWN BRIDGE.
 TR1021'THIS IS THE END OF TRUCK TRAVEL DUE TO WASHED OUT ROAD AND DEEP
 TR1021'RUTS.  FROM HERE PACK NORTHEAST UP THE RIGHT FORK FOR 0.5 MILE TO
 TR1021'A SHARP TURN TO THE LEFT.  TURN RIGHT, SOUTHEAST, AND PACK ACROSS
 TR1021'SMALL GULLY AND UP THE STEEP SOUTH SLOPE TO THE TOP OF THE MAIN
 TR1021'RIDGE.  TURN LEFT AND FOLLOW UP THE MAIN RIDGE TO THE TOP OF THE
 TR1021'MOUNTAIN.  CONTINUE ACROSS THE TOP TO THE EASTERLY END OF THE
 TR1021'MOUNTAIN, ABOUT 1/4 MILE, AND THE STATION ON THE HIGHEST POINT OF
 TR1021'THE HILL.
 TR1021
 TR1021                          STATION RECOVERY (1960)
 TR1021
 TR1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1021'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1021'CONDITION AS DESCRIBED BY W.R.H. IN 1950.  THE AZIMUTH MARK WAS
 TR1021'NOT SEARCHED FOR.  THE DESCRIPTION IN THE 1950 RECOVERY NOTE IS
 TR1021'ADEQUATE AND COMPLETE.  THE STAMPING OF THE REFERENCE MARKS WAS
 TR1021'FOUND TO BE IN AGREEMENT WITH THE STAMPINGS SHOWN IN THE 1950
 TR1021'RECOVERY NOTE.
 TR1021
 TR1021                          STATION RECOVERY (1981)
 TR1021
 TR1021'RECOVERY NOTE BY WA DEPT OF NAT RES 1981 (EO)
 TR1021'BALD MTN 1941 RECOVERED GOOD.
 TR1021'
 TR1021'BOTH R.M.S FOUND AS DESCRIBED IN GOOD CONDITION.
 TR1021'
 TR1021'NOTE--R.M. NO. 2 IS MARKED NO. 3.
 TR1021'
 TR1021'STATION WAS REACHED BY HELICOPTER.  NEAREST ROAD IS AN HOUR AND HALF
 TR1021'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1133 ***********************************************************************
 SB1133  DESIGNATION -  BALD MTN LO 2
 SB1133  PID         -  SB1133
 SB1133  STATE/COUNTY-  WA/KITTITAS
 SB1133  USGS QUAD   -  MANASTASH LAKE (1992)
 SB1133
 SB1133                         *CURRENT SURVEY CONTROL
 SB1133  ___________________________________________________________________
 SB1133* NAD 83(1991)-  46 58 03.01764(N)    120 57 10.64295(W)     ADJUSTED  
 SB1133* NAVD 88     -      1799.0    (meters)    5902.     (feet)  VERTCON   
 SB1133  ___________________________________________________________________
 SB1133  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 SB1133  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 SB1133
 SB1133  HORZ ORDER  -  THIRD
 SB1133
 SB1133.The horizontal coordinates were established by classical geodetic methods
 SB1133.and adjusted by the National Geodetic Survey in December 1991..
 SB1133
 SB1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1133
 SB1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1133
 SB1133.The geoid height was determined by GEOID03.
 SB1133
 SB1133;                    North         East     Units Scale Factor Converg.
 SB1133;SPC WA S     -   181,739.863   465,531.436   MT  0.99993685   -0 19 44.5
 SB1133;SPC WA S     -   596,258.20  1,527,331.05   sFT  0.99993685   -0 19 44.5
 SB1133;UTM  10      - 5,203,586.845   655,719.769   MT  0.99989804   +1 29 47.8
 SB1133
 SB1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1133!SPC WA S     -   0.99972111  x   0.99993685  =   0.99965798
 SB1133!UTM  10      -   0.99972111  x   0.99989804  =   0.99961918
 SB1133
 SB1133:                Primary Azimuth Mark                     Grid Az
 SB1133:SPC WA S     -  MANASTASH 1                              095 34 11.8
 SB1133:UTM  10      -  MANASTASH 1                              093 44 39.5
 SB1133
 SB1133|---------------------------------------------------------------------|
 SB1133| PID    Reference Object                     Distance      Geod. Az  |
 SB1133|                                                           dddmmss.s |
 SB1133| SB1117 MANASTASH 1                         APPROX.22.0 KM 0951427.3 |
 SB1133| CS4914 BALD MTN LO 2 RM 2                   22.848 METERS 10522     |
 SB1133| CS4913 BALD MTN LO 2 RM 1                   10.964 METERS 34207     |
 SB1133|---------------------------------------------------------------------|
 SB1133
 SB1133                          SUPERSEDED SURVEY CONTROL
 SB1133
 SB1133  NAD 83(1986)-  46 58 03.02633(N)    120 57 10.63874(W) AD(       ) 3
 SB1133  NGVD 29 (11/26/90) 1797.7    (m)         5898.     (f) VERT ANG       
 SB1133
 SB1133.Superseded values are not recommended for survey control.
 SB1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1133.See file dsdata.txt to determine how the superseded data were derived.
 SB1133
 SB1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5572003587(NAD 83)
 SB1133_MARKER: S = SPIKE
 SB1133_SETTING: 0 = UNSPECIFIED SETTING
 SB1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB1133
 SB1133  HISTORY     - Date     Condition        Report By
 SB1133  HISTORY     - 1957     MONUMENTED       USGS
 SB1133  HISTORY     - 1971     GOOD             USGS
 SB1133
 SB1133                          STATION DESCRIPTION
 SB1133
 SB1133'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SB1133'LOCATED 19.5 MI WSW. OF ELLENSBURG, 15.8 MI S. OF CLE ELUM, ON
 SB1133'PARTIALLY BALD TOP KNOWN AS BALD MTN.
 SB1133'
 SB1133'TO REACH FROM NACHES, FOLLOW U.S. HWY. 410 18.1 MI NW. TO GRADED
 SB1133'DIRT RD. LEADING UPHILL TO RIGHT, TURN RIGHT FOLLOWING GRADED RD.
 SB1133'1.7 MI TO RD. FORK.  TAKE LEFT FORK 2.3 MI TO RD. FORK NEAR
 SB1133'SUMMIT, TURN LEFT 3.1 MI TO RD. FORK, TAKE LEFT FORK 1.9 MI TO RD.
 SB1133'FORK JUST N. OF CATTLEGUARD, TAKE LEFT FORK 2.7 MI TO RD, FORK,
 SB1133'TAKE RIGHT FORK 0.7 MI TO USFS LOT AND STATION.
 SB1133'
 SB1133'NOTE--THE USFS STATION BALD MTN L O WAS ABOUT 35 FT. NNW. OF
 SB1133'NEW STATION BUT LOCATION OF LO WAS MOVED TO LOCATION OF NEW
 SB1133'STATION BALD MTN L O 2.
 SB1133'
 SB1133'STATION MARK--RR. SPIKE IN CAIRN UNDER CENTER OF USFS LOT.
 SB1133'
 SB1133'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN TOP OF
 SB1133'CONCRETE PIER ABOUT FLUSH WITH GROUND.
 SB1133'
 SB1133'RM 2--COPPER NAIL AND WASHER STAMPED---2---, IN CENTER OF
 SB1133'TRIANGULAR BLAZE ON WEST SIDE OF 15-INCH PINE TREE.
 SB1133
 SB1133                          STATION RECOVERY (1971)
 SB1133
 SB1133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SB1133'RECOVERED AS DESCRIBED BY USGS IN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2788 ***********************************************************************
 RD2788  DESIGNATION -  BALD TOP
 RD2788  PID         -  RD2788
 RD2788  STATE/COUNTY-  WA/CLARK
 RD2788  USGS QUAD   -  RIDGEFIELD (1990)
 RD2788
 RD2788                         *CURRENT SURVEY CONTROL
 RD2788  ___________________________________________________________________
 RD2788* NAD 83(1991)-  45 46 25.80656(N)    122 41 25.96199(W)     ADJUSTED  
 RD2788* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 RD2788  ___________________________________________________________________
 RD2788  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 RD2788  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RD2788
 RD2788  HORZ ORDER  -  FIRST
 RD2788
 RD2788.The horizontal coordinates were established by classical geodetic methods
 RD2788.and adjusted by the National Geodetic Survey in December 1991..
 RD2788
 RD2788.The orthometric height was scaled from a topographic map.
 RD2788
 RD2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2788
 RD2788.The geoid height was determined by GEOID03.
 RD2788
 RD2788;                    North         East     Units Scale Factor Converg.
 RD2788;SPC WA S     -    51,328.023   329,642.644   MT  1.00001402   -1 35 28.3
 RD2788;SPC WA S     -   168,398.69  1,081,502.57   sFT  1.00001402   -1 35 28.3
 RD2788;SPC OR N     -   236,466.882 2,329,652.463   MT  0.99995036   -1 33 12.6
 RD2788;SPC OR N     -   775,809.98  7,643,216.74   iFT  0.99995036   -1 33 12.6
 RD2788;UTM  10      - 5,068,966.085   524,059.254   MT  0.99960712   +0 13 18.3
 RD2788
 RD2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2788!SPC WA S     -   0.99998268  x   1.00001402  =   0.99999670
 RD2788!SPC OR N     -   0.99998268  x   0.99995036  =   0.99993304
 RD2788!UTM  10      -   0.99998268  x   0.99960712  =   0.99958981
 RD2788
 RD2788|---------------------------------------------------------------------|
 RD2788| PID    Reference Object                     Distance      Geod. Az  |
 RD2788|                                                           dddmmss.s |
 RD2788| CE2286 BALD TOP RM 2                       235.486 METERS 09409     |
 RD2788| CE2284 BALD TOP RM 1                       199.550 METERS 15021     |
 RD2788| CE2285 BALD TOP RM 1 RESET                 201.519 METERS 16059     |
 RD2788| RD3918 ST HELENS TALL STACK                APPROX.12.0 KM 3131527.4 |
 RD2788| CE2287 BALD TOP RM 3                                      3390052.6 |
 RD2788|---------------------------------------------------------------------|
 RD2788
 RD2788                          SUPERSEDED SURVEY CONTROL
 RD2788
 RD2788  NAD 83(1991)-  45 46 25.80657(N)    122 41 25.96201(W) AD(       ) 1
 RD2788  NAD 83(1986)-  45 46 25.82459(N)    122 41 25.96171(W) AD(       ) 1
 RD2788  NAD 27      -  45 46 26.41100(N)    122 41 21.60700(W) AD(       ) 1
 RD2788
 RD2788.Superseded values are not recommended for survey control.
 RD2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2788.See file dsdata.txt to determine how the superseded data were derived.
 RD2788
 RD2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2405968966(NAD 83)
 RD2788_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2788_STAMPING: BALD TOP 1934
 RD2788
 RD2788  HISTORY     - Date     Condition        Report By
 RD2788  HISTORY     - 1934     MONUMENTED       CGS
 RD2788  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2788  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RD2788  HISTORY     - 1959     SEE DESCRIPTION  BPA
 RD2788  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RD2788  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD2788  HISTORY     - 1973     SEE DESCRIPTION  LOCENG
 RD2788  HISTORY     - 19910613 MARK NOT FOUND   NGS
 RD2788
 RD2788                          STATION DESCRIPTION
 RD2788
 RD2788'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 RD2788'STATION IS LOCATED 9 MILES N OF VANCOUVER, ABOUT 1 MILE W OF THE
 RD2788'HIGHWAY ON A BARE CULTIVATED HILLTOP ON THE PROPERTY LEASED BY A.
 RD2788'DIETS, DAIRYMAN.  THE HILL IS HIGHEST IN THAT VICINITY.
 RD2788'
 RD2788'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 RD2788'CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 RD2788'
 RD2788'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, IN TOP OF
 RD2788'TILE, AS DESCRIBED IN NOTE 13B.
 RD2788'
 RD2788'STATION IS SET 18 INCHES BELOW SURFACE OF GROUND.
 RD2788'
 RD2788'REFERENCE MARK NO.3 IS NNW 1/4 MILE ON FIRST SHOULDER ACROSS GULLEY
 RD2788'IN FENCE LINE.
 RD2788'
 RD2788'REACHED FROM VANCOUVER AS FOLLOWS--FROM CORNER OF TWENTY-SIXTH AND
 RD2788'MAIN STREETS CONTINUE ON MAIN OR U.S. HIGHWAY 99, 9.1 MILES, TURN
 RD2788'LEFT OFF HIGHWAY ON GRAVELED ROAD AND GO 0.8 MILE TAKE RIGHT FORK
 RD2788'AND GO 0.4 MILE TO HOUSE TO LEFT OF ROAD.  TURN LEFT JUST AFTER
 RD2788'PASSING HOUSE THENCE THRU LANE 0.1 MILE THEN UP GULLEY STRAIGHT
 RD2788'AHEAD OR W TO TOP OF HILL AND STATION.
 RD2788
 RD2788                          STATION RECOVERY (1946)
 RD2788
 RD2788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD2788'AN ATTEMPT WAS MADE TO LOCATE THIS STATION BUT AS THE AREA IN WHICH
 RD2788'IT LIES IS NOW UNDER CULTIVATION AND ITS RECOVERY WOULD INVOLVE
 RD2788'INTENSIVE DIGGING OVER A WIDE AREA, THE SEARCH WAS ABANDONED.  THE
 RD2788'STATION CAN PROBABLY BE RECOVERED WHEN NEEDED.  REFERENCE MARKS 1 AND
 RD2788'3 WERE NOT RECOVERED.  REFERENCE MARK 2 WAS RECOVERED IN GOOD
 RD2788'CONDITION.  THE DESCRIPTION IS ADEQUATE, EXCEPT FOR THE FOLLOWING
 RD2788'CHANGES AND ADDITIONS--
 RD2788'
 RD2788'1.  U.S. HIGHWAY 99 SHOULD BE THE OLD U.S. HIGHWAY 99.
 RD2788'
 RD2788'2.  THE PHRASE GO 0.8 MILE, TAKE RIGHT FORK SHOULD BE GO 0.8 MILE TO
 RD2788'LAMBERT ROAD AND TURN RIGHT.
 RD2788'
 RD2788'3.  THE FOLLOWING SHOULD BE ADDED--
 RD2788'
 RD2788'REFERENCE MARK 2 IS IN THE RIGHT-OF-WAY OF A TELEPHONE TRUNK LINE,
 RD2788'DIRECTLY UNDER THE CABLE, AND IN THE LINE OF POLES.  THIS REFERENCE
 RD2788'MARK, WHICH LIES BETWEEN POLES 25/13 AND 25/14, IS 20.9 METERS N
 RD2788'OF POLE 25/14.
 RD2788
 RD2788                          STATION RECOVERY (1957)
 RD2788
 RD2788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 RD2788'STATION MARK, REFERENCE MARK 2 AND REFERENCE MARK 3 (AZI. MK.) WERE
 RD2788'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND ABOUT 100
 RD2788'FT. W OF THE LOCATION, INDICATED BY THE ORIGINAL OBSERVED ANGLE
 RD2788'AND DISTANCE, SET LOOSELY IN THE GROUND AND WITH THE ARROW POINTING
 RD2788'OFF THE DIRECTION ABOUT 120 DEGREES.  IT WAS EVIDENTLY MOVED TO THE
 RD2788'PRESENT (MORE PROTECTED LOCATION) WHEN THE ORIGINAL SITE WAS
 RD2788'CLEARED AND GRADED.  REFERENCE MARK 1 WAS THEREFORE DUG OUT AND
 RD2788'RESET FIRMLY IN THE GROUND.  BECAUSE THE STATION MARK IS UNDERGROUND
 RD2788'AND DIFFICULT TO RECOVER, STATION ST. HELENS TALL STACK, 1937 WAS
 RD2788'INCLUDED IN THE OBSERVED ANGLES BETWEEN THE REFERENCE MARKS TO AID IN
 RD2788'FUTURE RECOVERY AND SHOULD BE INCLUDED WITH THE REVISED DESCRIPTION.
 RD2788'FOR PRESENT DAY RECOVERY THE DESCRIPTION SHOULD READ AS FOLLOWS--
 RD2788'
 RD2788'STATION IS LOCATED 9 MI. N OF VANCOUVER, AND 1.1 MI. W OF U.S.
 RD2788'HIGHWAY 99, ON A CULTIVATED HILL 816 FT. (SLOPE DIST.) N OF THE
 RD2788'CENTERLINE OF WM. BLANK ROAD, 773 FT. W OF A TELEPHONE CABLE POLE
 RD2788'LINE ON A FENCE LINE, AND 328 FT. (SLOPE DIST.) E OF A FENCE.
 RD2788'
 RD2788'STATION MARK IS A STANDARD DISK, STAMPED BALD TOP 1934, SET IN THE
 RD2788'TOP OF A CONCRETE MONUMENT 18 IN. BELOW THE GROUND SURFACE.
 RD2788'
 RD2788'REFERENCE MARK 1 IS LOCATED 661.15 FT. (201.519 M.) S-SE OF THE
 RD2788'STATION, 155 FT. N OF THE CENTERLINE OF THE ROAD, 601 FT. W OF THE
 RD2788'POLE LINE, AND 5 FT. E OF A 10-IN. EVERGREEN TREE.  A STANDARD DISK,
 RD2788'STAMPED BALD TOP NO 1 1934 1957, SET IN THE TOP OF A 4-IN. IRON PIPE
 RD2788'FILLED WITH CONCRETE AND PROJECTING 1 FT. ABOVE THE GROUND.
 RD2788'
 RD2788'REFERENCE MARK 2 IS LOCATED 772.59 FT. (235.486 M.) E OF THE
 RD2788'STATION, 553 FT. N OF THE CENTERLINE OF THE ROAD, DIRECTLY UNDER
 RD2788'CABLE, BETWEEN POLES 25/13 AND 25/14, 68 FT. N OF POLE 25/14, AND 6
 RD2788'IN. W OF THE FENCE.  A STANDARD DISK, STAMPED BALD TOP NO 2 1934,
 RD2788'SET IN THE TOP OF A 4-IN. IRON PIPE FILLED WITH CONCRETE AND
 RD2788'PROJECTING 4 IN. ABOVE THE GROUND.
 RD2788'
 RD2788'REFERENCE MARK 3 (AZI. MK.) IS LOCATED 300 PACES N-NW OF THE
 RD2788'STATION, ON THE FIRST SHOULDER ACROSS GULLEY, AND 6 IN. E OF A N-S
 RD2788'FENCE.  A STANDARD DISK, STAMPED BALD TOP NO 3 1934, SET IN THE TOP
 RD2788'OF A 4-IN. IRON PIPE FILLED WITH CONCRETE AND PROJECTING 8 IN. ABOVE
 RD2788'THE GROUND.
 RD2788'
 RD2788'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND 26TH
 RD2788'STREETS IN VANCOUVER, WASHINGTON, GO N ON MAIN STREET AND THEN U.S.
 RD2788'HIGHWAY 99 FOR 9.0 MI. TO COUNTY ROAD 19.  TURN LEFT (W) AND GO 0.6
 RD2788'MI. TO A POINT WHERE COUNTY ROAD 19 FORKS RIGHT.  CONTINUE STRAIGHT
 RD2788'AHEAD ON WM. BLANK ROAD FOR 0.4 MI. TO THE TOP OF A HILL, CABLE POLE
 RD2788'LINE, AND THE STATION AS DESCRIBED.
 RD2788
 RD2788                          STATION RECOVERY (1959)
 RD2788
 RD2788'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 RD2788'TO REACH FROM THE POST OFFICE IN VANCOUVER GO EAST ON 13 STREET 3
 RD2788'CITY BLOCKS TO MAIN ST.  TURN LEFT N. ON MAIN STREET AND GO 2.2
 RD2788'MILES TO JUNCTION WITH U.S. HWY. 99 (4 LANE).  CONTINUE NORTHERLY ON
 RD2788'U.S. HWY. 99 FOR 7.7 MILES TO COUNTY ROAD NO. 19.  TURN LEFT W. ON
 RD2788'COUNTY ROAD 19 AND GO 0.5 MILES TO A FORK.  CONTINUE WEST STRAIGHT
 RD2788'AHEAD (WM. BLANK ROAD) FOR 0.4 MILE TO A GATE ON THE RIGHT.  TURN
 RD2788'RIGHT THROUGH GATE AND GO WEST ALONG FENCE 150 + OR - FEET TO A
 RD2788'NORTH AND SOUTH FENCE LINE AND A TELEPHONE CABLE LINE.  PASS
 RD2788'THROUGH GATE AT FENCE CORNER AND GO NORTH ALONG FENCE 0.15 MILE TO
 RD2788'REFERENCE MARK NO. 2 JUST WEST OF FENCE LINE.  REFERENCE MARK NO. 1
 RD2788'IS 0.15 MILE WEST OF GATE AND IS 17.5 FEET SOUTH OF FENCE LINE AND
 RD2788'5.5 FEET EAST OF A 12 INCH LONE FIR TREE.  THE AZIMUTH MARK
 RD2788'RECOVERED AS DESCRIBED.  THE STATION WAS NOT UNCOVERED.
 RD2788
 RD2788                          STATION RECOVERY (1962)
 RD2788
 RD2788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD2788'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 RD2788
 RD2788                          STATION RECOVERY (1971)
 RD2788
 RD2788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RD2788'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 RD2788'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A METAL WITNESS POST WAS
 RD2788'PLACED 1 FOOT NORTHEAST OF REFERENCE MARK NO. 1, AND A METAL WITNESS
 RD2788'POST WAS PLACED 1 FOOT NORTH OF THE AZIMUTH MARK.  ROADS HAVE CHANGED
 RD2788'A NEW TO REACH FOLLOWS.
 RD2788'
 RD2788'TO REACH THE STATION FROM THE BATTLEGROUND POST OFFICE GO WEST ON
 RD2788'STATE HIGHWAY 502 FOR 3.4 MILES TO DOLLARS CORNER, CONTINUE WEST ON
 RD2788'STATE HIGHWAY 502, AND NE 219TH STREET FOR 3.0 MILES TO A T
 RD2788'INTERSECTION, TURN LEFT, AND GO SOUTH ON STATE HIGHWAY 205 FOR 1.0
 RD2788'MILE TO NE 199TH STREET, AT A CROSSROAD, TURN RIGHT, TURN RIGHT, AND
 RD2788'GO WEST ON NE 199TH STREET, CROSSING OVER INTERSTATE 5 FOR 0.3 MILE
 RD2788'TO DELFEL ROAD, TURN RIGHT, AND GO NORTH PARALELLING THE FREEWAY
 RD2788'FOR 0.5 MILE TO NW 209TH STREET, TURN LEFT, AND GO WEST ON NW 209TH
 RD2788'STREET FOR 0.8 MILE TO WHERE A CABLE POWER LINE CROSSES THE ROAD, AND
 RD2788'THE END OF TRUCK TRAVEL.  HIKE NORTHWEST ACROSS THE PASTURE FOR 1/4
 RD2788'MILE TO THE STATION.
 RD2788'
 RD2788'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 1/2 MILES WEST OF
 RD2788'BATTLE GROUND.
 RD2788
 RD2788                          STATION RECOVERY (1973)
 RD2788
 RD2788'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (CEW)
 RD2788'RECOVERED IN GOOD CONDITION APPROXIMATELY 18 INCHES BELOW GROUND.
 RD2788
 RD2788                          STATION RECOVERY (1991)
 RD2788
 RD2788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LLR)
 RD2788'THE STATION WAS SEARCHED FOR BUT WAS NOT FOUND.  A NEW HOUSE IS BEING
 RD2788'BUILT NEAR THE STATION SITE.  IT IS NOT CERTAIN IF IN CONSTRUCTION THE
 RD2788'MARK WAS DISTURBED.  REFERENCE MARKS WERE NOT SEARCHED FOR. DESCRIBED
 RD2788'BY L L RIGGERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1842 ***********************************************************************
 SY1842  DESIGNATION -  BALDY
 SY1842  PID         -  SY1842
 SY1842  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1842  USGS QUAD   -  LAKE QUINAULT EAST (1990)
 SY1842
 SY1842                         *CURRENT SURVEY CONTROL
 SY1842  ___________________________________________________________________
 SY1842* NAD 83(1991)-  47 29 25.61296(N)    123 45 32.18863(W)     ADJUSTED  
 SY1842* NAVD 88     -      1310.2    (meters)    4299.     (feet)  VERTCON   
 SY1842  ___________________________________________________________________
 SY1842  LAPLACE CORR-          20.88  (seconds)                    DEFLEC99
 SY1842  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 SY1842
 SY1842  HORZ ORDER  -  FIRST
 SY1842
 SY1842.The horizontal coordinates were established by classical geodetic methods
 SY1842.and adjusted by the National Geodetic Survey in December 1991..
 SY1842
 SY1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1842
 SY1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1842
 SY1842.The geoid height was determined by GEOID03.
 SY1842
 SY1842;                    North         East     Units Scale Factor Converg.
 SY1842;SPC WA S     -   244,851.046   254,475.311   MT  1.00003976   -2 22 02.2
 SY1842;SPC WA S     -   803,315.47    834,891.08   sFT  1.00003976   -2 22 02.2
 SY1842;UTM  10      - 5,259,947.286   442,831.305   MT  0.99964016   -0 33 34.1
 SY1842
 SY1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1842!SPC WA S     -   0.99979806  x   1.00003976  =   0.99983781
 SY1842!UTM  10      -   0.99979806  x   0.99964016  =   0.99943829
 SY1842
 SY1842|---------------------------------------------------------------------|
 SY1842| PID    Reference Object                     Distance      Geod. Az  |
 SY1842|                                                           dddmmss.s |
 SY1842| DD9367 BALDY RM 3                            4.660 METERS 14944     |
 SY1842| SD0716 LANGLEY                             APPROX.49.5 KM 2125735.3 |
 SY1842| DD9366 BALDY RM 1                           33.609 METERS 22521     |
 SY1842| SD0675 BULL HILL                           APPROX.42.7 KM 3123624.5 |
 SY1842| SY1865 BOULDER HILL                        APPROX.25.3 KM 3214550.2 |
 SY1842| SY1868 PEAK 12                             APPROX.33.3 KM 3512358.5 |
 SY1842| DD9368 BALDY RM 4                            7.755 METERS 35526     |
 SY1842|---------------------------------------------------------------------|
 SY1842
 SY1842                          SUPERSEDED SURVEY CONTROL
 SY1842
 SY1842  NAD 83(1986)-  47 29 25.60675(N)    123 45 32.19625(W) AD(       ) 1
 SY1842  NAD 27      -  47 29 26.29200(N)    123 45 27.56000(W) AD(       ) 1
 SY1842  NGVD 29 (07/19/86) 1309.1    (m)         4295.     (f) VERT ANG       
 SY1842
 SY1842.Superseded values are not recommended for survey control.
 SY1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1842.See file dsdata.txt to determine how the superseded data were derived.
 SY1842
 SY1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT4283159947(NAD 83)
 SY1842_MARKER: Z = SEE DESCRIPTION
 SY1842_SETTING: 0 = UNSPECIFIED SETTING
 SY1842
 SY1842  HISTORY     - Date     Condition        Report By
 SY1842  HISTORY     - 1913     MONUMENTED       CGS
 SY1842  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SY1842  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY1842
 SY1842                          STATION DESCRIPTION
 SY1842
 SY1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 SY1842'STATION IS IN THE OLYMPIC NATIONAL FOREST ABOUT 4 MILES N OF E OF
 SY1842'THE STORE AT THE SE END OF QUINAULT LAKE, ON THE HIGHEST POINT OF
 SY1842'BALDY MOUNTAIN, A WELL-KNOWN PEAK.  A STANDARD STATION DISK SET IN
 SY1842'THE ROCK FLUSH WITH THE GROUND MARKS THE STATION.  A STANDARD
 SY1842'REFERENCE MARK SET IN THE TOP OF THE HIGHEST BOULDER, ALSO THE
 SY1842'HIGHEST POINT OF THE S TOP IS DISTANT ABOUT 50 METERS ON THE
 SY1842'BEARING 202 DEG.  FIVE POUNDS OF CEMENT SHOULD BE TAKEN TO THE
 SY1842'STATION TO SECURE THESE MARKS.  ANOTHER MARK, AN ARROW WITH A
 SY1842'CROSS, WAS CHISELED IN THE VERTICAL FACE OF THE ROCK ON THE E
 SY1842'SIDE.  IT IS ABOUT 4 FEET BELOW THE TOP OF THE CLIFF AND
 SY1842'ABOUT THE CENTER OF THE NE TIP AND DISTANT 8.59 METERS ON THE
 SY1842'BEARING 346 DEG.  A 2 1/2-INCH CROSS WITHIN A 4-INCH CIRCLE
 SY1842'WAS CHISELED ON THE FLAT SURFACE OF THE ROCKY OUTCROP CLOSE TO
 SY1842'THE BRINK ON THE E SIDE OF THE MAIN TOP, DISTANT 4.82 METERS
 SY1842'ON THE BEARING 128 DEG.  A STAND WAS BUILT OVER THE STATION
 SY1842'BUT A NEW BOARD IS NEEDED FOR INSTRUMENT AND LIGHT SUPPORT.
 SY1842'
 SY1842'QUINAULT LAKE MAY BE REACHED EITHER FROM HOQUIAM BY STAGE OR FROM
 SY1842'TAHOLAH BY CANOE.  FROM INGRAMS STORE AT THE SE END OF THE LAKE
 SY1842'FOLLOW THE ROAD ALONG THE UPPER QUINAULT RIVER FOR ABOUT 4 MILES,
 SY1842'ABOUT 2-1/2 MILES BEYOND THE SAW MILL, THEN TURN UP THE FIRST
 SY1842'ROAD TO THE RIGHT AND WHERE IT PASSES THE SPLIT CEDAR LOG AND
 SY1842'TURNS TO THE LEFT, THERE YOU KEEP ON STRAIGHT AHEAD AND STRIKE
 SY1842'THE RIDGE AS SOON AS POSSIBLE AND FOLLOW IT.  THE RIDGE TO
 SY1842'FOLLOW IS THE ONE SLOPING MORE GRADUALLY AND THE ONE HAVING THE
 SY1842'ROCKY OUTCROP AT THE TOP CALLED THE LOOKOUT.  ON NEARING
 SY1842'BALDY THE TRAIL BENDS TO THE RIGHT OF THE RIDGE AND GOES INTO THE
 SY1842'SNOW FIELD, FROM THE TOP OF THIS A SHORT BUT STEEP ELK TRAIL
 SY1842'LEADS TO THE WOODED SADDLE WHICH DIVIDES THE QUINAULT AND
 SY1842'HUMPTULIPS VALLEYS, HERE TURN TO THE RIGHT AND GO UP THE ROCKY
 SY1842'SLOPE TO THE STATION, APPROACHING IT FROM THE ESE.  WATER AT THE
 SY1842'SNOW FIELD 1/3 MILE FROM STATION.  ADVISABLE TO TAKE A
 SY1842'GUIDE FOR FIRST TRIP.
 SY1842
 SY1842                          STATION RECOVERY (1941)
 SY1842
 SY1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SY1842'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED AS
 SY1842'DESCRIBED, WITH THE EXCEPTIONS NOTED BELOW.  ONE REFERENCE MARK WAS
 SY1842'NOT RECOVERED.  A NEW REFERENCE MARK WAS ESTABLISHED AND STAMPED
 SY1842'NO. 4, 1941.
 SY1842'
 SY1842'THE STATION IS IN THE OLYMPIC NATIONAL FOREST, BY AIRLINE DISTANCES
 SY1842'ABOUT 40 MILES NORTH OF ABERDEEN AND 4 MILES EAST-NORTHEAST OF
 SY1842'QUINAULT, ON MT. BALDY, ON THE DIVIDE BETWEEN THE HUMPTULIPS AND
 SY1842'QUINAULT WATERSHEDS.  IT IS ABOUT 1 MILE WEST OF, AND ON THE SAME
 SY1842'RIDGE WITH, THE FOREST SERVICE LOOKOUT COLONEL BOB.
 SY1842'
 SY1842'TO REACH FROM HOQUIAM, GO NORTH AND WEST ON U.S. HIGHWAY 101
 SY1842'TOWARD PORT ANGELES 40 MILES TO A SHARP LEFT TURN IN THE HIGHWAY
 SY1842'WHERE A PAVED ROAD CONTINUES STRAIGHT AHEAD AT SIGN LAKE
 SY1842'QUINAULT.  LEAVE ROUTE 101, AND FOLLOW THIS PAVED ROAD 1.3 MILES
 SY1842'TO QUINAULT POST OFFICE.  FROM HERE GO NORTHEAST ON PAVED ROAD 3.7
 SY1842'MILES TO A FOOT TRAIL LEADING RIGHT (SOUTHEAST) AT SIGNS EWELL
 SY1842'CREEK TRAIL, WEST BRANCH, HUMPTULIPS 9, AND COL. BOB 8.
 SY1842'LEAVE TRUCK AND FOLLOW THIS EWELL CREEK TRAIL 4-1/2 MILES TO
 SY1842'TOP OF DIVIDE.  CONTINUE ALONG THIS GOOD TRAIL AS IT DROPS
 SY1842'OVER THE SOUTH SIDE OF THE RIDGE ABOUT 1 MILE TO A FORK, JUST
 SY1842'AFTER PASSING A POLE GATE.  HERE THE MAIN TRAIL BEARS RIGHT TOWARD
 SY1842'HUMPTULIPS, AND ANOTHER TRAIL BEARS LEFT UP THE CANYON TO
 SY1842'COL. BOB L.O.  TAKE THIS LEFT TRAIL ABOUT 2 MILES TO THE TOP OF A
 SY1842'RIDGE ABOUT 1/4 MILE SOUTH OF THE LOOKOUT, AND TWO HUNDRED FEET
 SY1842'LOWER.  A DIM TRAIL LEADS LEFT (WEST) OFF THE MAIN TRAIL
 SY1842'(SEVERAL BLAZED TREES MARK THIS SECONDARY TRAIL).  TAKE THIS
 SY1842'DIM TRAIL WEST 1/4 MILE, AS IT DROPS DOWN TO A SMALL POND IN A
 SY1842'FLAT.  FROM THIS POND FOLLOW BLAZED TRAIL WEST TO TOP OF PEAK THAT
 SY1842'LIES BETWEEN BALDY AND COL. BOB, THEN CROSS THE SADDLE AND
 SY1842'ASCEND THE ROCKY SLOPE TO THE PEAK OF MT. BALDY.  THIS
 SY1842'TWO-MILE TRAIL FROM THE REGULAR FOREST SERVICE TRAIL IS
 SY1842'DIFFICULT TO FOLLOW AND VERY RUGGED.  IT IS DANGEROUS IN THE
 SY1842'DARK.
 SY1842'
 SY1842'THE STATION IS ON TOP OF THE ROCKY PEAK OF MT. BALDY.  IT IS A
 SY1842'STANDARD STATION DISK, UNSTAMPED, CEMENTED IN A DRILL HOLE IN
 SY1842'OUTCROPPING BEDROCK.
 SY1842'
 SY1842'R.M. NO. 1 IS SOUTHWEST OF THE STATION, AND ABOUT THE SAME
 SY1842'LEVEL.  IT IS A STANDARD REFERENCE DISK, STAMPED BALDY NO. 1
 SY1842'1914.  (THE OLD DISTANCE WAS GIVEN AS ABOUT 50 METERS.  THE
 SY1842'DISTANCE FROM THE STATION IS 33.637 METERS.)
 SY1842'
 SY1842'THE ARROW AND CROSS CHISELED IN THE VERTICAL FACE OF ROCK WAS NOT
 SY1842'RECOVERED.
 SY1842'
 SY1842'A CROSS CHISELED INSIDE A 4 1/2-INCH CIRCLE IN OUTCROPPING
 SY1842'BEDROCK, SOUTHEAST OF THE STATION AND FOUR FEET LOWER WAS
 SY1842'RECOVERED.  IT IS NEAR THE BRINK, ON THE EAST SIDE OF THE MAIN
 SY1842'TOP OF THE PEAK.  (THE OLD DESCRIPTION GAVE THE DISTANCE FROM THE
 SY1842'STATION AS 4.82 METERS.  IT WAS FOUND TO BE 4.660 METERS.)
 SY1842'
 SY1842'R.M. NO. 4 IS A NEW REFERENCE MARK, A STANDARD REFERENCE DISK,
 SY1842'STAMPED BALDY NO. 4 1941, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 SY1842'BEDROCK.  IT IS NORTH OF THE STATION AND 1 FOOT LOWER.
 SY1842'
 SY1842'NOTE--WATER IS TO BE FOUND ALONG THE TRAIL AT INTERVALS, 5-HOUR
 SY1842'PACK FROM TRUCK TO STATION.  HORSES ARE AVAILABLE IN LOCALITY.
 SY1842
 SY1842                          STATION RECOVERY (1954)
 SY1842
 SY1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY1842'THE STATION MARK AND REFERENCE MARKS 1, 3 AND 4 WERE RECOVERED AND
 SY1842'FOUND TO BE IN GOOD CONDITION.  DESCRIPTIONS OF THE MARKS WERE
 SY1842'FOUND TO CHECK THE 1941 RECOVERY NOTE.
 SY1842'
 SY1842'SLOPE MEASUREMENT WAS MADE TO REFERENCE MARK 1 AND THE DISTANCE WAS
 SY1842'FOUND TO BE 33.609 METERS, 110.27 FEET, INSTEAD OF 33.637 METERS,
 SY1842'110.359 FEET.  DIRECTION TO THE REFERENCE MARK WAS FOUND TO BE
 SY1842'CORRECT.
 SY1842'
 SY1842'DISTANCE AND DIRECTION TO REFERENCE MARK 3 (CROSS IN ROCK) WAS
 SY1842'CHECKED AND FOUND TO BE CORRECT.
 SY1842'
 SY1842'DISTANCE AND DIRECTION TO REFERENCE MARK 4 WAS CHECKED AND FOUND
 SY1842'TO BE CORRECT.
 SY1842'
 SY1842'THE 1941 ROUTE TO STATION WAS USED IN RECOVERY AND FOUND TO BE
 SY1842'ADEQUATE.
 SY1842'
 SY1842'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1141 ***********************************************************************
 SX1141  DESIGNATION -  BALDY
 SX1141  PID         -  SX1141
 SX1141  STATE/COUNTY-  WA/KITTITAS
 SX1141  USGS QUAD   -  MISSION PEAK (1987)
 SX1141
 SX1141                         *CURRENT SURVEY CONTROL
 SX1141  ___________________________________________________________________
 SX1141* NAD 83(1991)-  47 17 04.72910(N)    120 26 27.80982(W)     ADJUSTED  
 SX1141* NAVD 88     -      2099.1    (meters)    6887.     (feet)  VERTCON   
 SX1141  ___________________________________________________________________
 SX1141  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 SX1141  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 SX1141
 SX1141  HORZ ORDER  -  FIRST
 SX1141
 SX1141.The horizontal coordinates were established by classical geodetic methods
 SX1141.and adjusted by the National Geodetic Survey in December 1991..
 SX1141
 SX1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1141
 SX1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1141
 SX1141.The geoid height was determined by GEOID03.
 SX1141
 SX1141;                    North         East     Units Scale Factor Converg.
 SX1141;SPC WA S     -   216,898.896   504,458.959   MT  0.99998922   +0 02 34.1
 SX1141;SPC WA S     -   711,609.13  1,655,045.77   sFT  0.99998922   +0 02 34.1
 SX1141;SPC WA N     -    31,723.621   529,677.320   MT  1.00004712   +0 17 31.4
 SX1141;SPC WA N     -   104,079.91  1,737,783.01   sFT  1.00004712   +0 17 31.4
 SX1141;UTM  10      - 5,239,972.589   693,504.339   MT  1.00006019   +1 52 50.6
 SX1141
 SX1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1141!SPC WA S     -   0.99967405  x   0.99998922  =   0.99966327
 SX1141!SPC WA N     -   0.99967405  x   1.00004712  =   0.99972115
 SX1141!UTM  10      -   0.99967405  x   1.00006019  =   0.99973422
 SX1141
 SX1141:                Primary Azimuth Mark                     Grid Az
 SX1141:SPC WA S     -  BALDY AZ MK                              010 54 16.2
 SX1141:SPC WA N     -  BALDY AZ MK                              010 39 18.9
 SX1141:UTM  10      -  BALDY AZ MK                              009 03 59.7
 SX1141
 SX1141|---------------------------------------------------------------------|
 SX1141| PID    Reference Object                     Distance      Geod. Az  |
 SX1141|                                                           dddmmss.s |
 SX1141| CF1887 BALDY AZ MK                                        0105650.3 |
 SX1141| SX1138 WENATCHEE AIRPORT AIRWAY BCN        APPROX.22.2 KM 0345438.7 |
 SX1141| SX1143 BEEHIVE LOOKOUT                     APPROX. 6.4 KM 0353902.4 |
 SX1141| SX1120 AIRWAY BEACON W 1                   APPROX.28.9 KM 0721359.9 |
 SX1141| SX0324 BALDY RM 1                            4.022 METERS 11959     |
 SX1141| SX1148 LION ROCK LOOKOUT                   APPROX.11.5 KM 2515329.8 |
 SX1141| SX1142 MISSION LOOKOUT                      19.375 METERS 32733     |
 SX1141| SX0325 BALDY RM 2                            6.685 METERS 33325     |
 SX1141|---------------------------------------------------------------------|
 SX1141
 SX1141                          SUPERSEDED SURVEY CONTROL
 SX1141
 SX1141  NAD 83(1986)-  47 17 04.73365(N)    120 26 27.79288(W) AD(       ) 1
 SX1141  NAD 27      -  47 17 05.28200(N)    120 26 23.53600(W) AD(       ) 1
 SX1141  NGVD 29 (07/19/86) 2097.8    (m)         6883.     (f) VERT ANG       
 SX1141
 SX1141.Superseded values are not recommended for survey control.
 SX1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1141.See file dsdata.txt to determine how the superseded data were derived.
 SX1141
 SX1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9350439973(NAD 83)
 SX1141_MARKER: DS = TRIANGULATION STATION DISK
 SX1141_SETTING: 80 = SET IN A BOULDER
 SX1141_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SX1141
 SX1141  HISTORY     - Date     Condition        Report By
 SX1141  HISTORY     - 1941     MONUMENTED       CGS
 SX1141  HISTORY     - 1948     GOOD             CGS
 SX1141  HISTORY     - 1957     SEE DESCRIPTION  BPA
 SX1141
 SX1141                          STATION DESCRIPTION
 SX1141
 SX1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SX1141'STATION IS LOCATED 20 MILES N OF ELLENSBURG.  24 MILES E BY N OF CLE
 SX1141'ELUM.  11 MILES SSW OF WENATCHEE.  AND ABOUT 12 MILES E OF THE TOP OF
 SX1141'BLEWETT PASS (ON U.S. HIGHWAY 97) ON THE HIGHEST POINT OF MISSION OR
 SX1141'BALDY PEAK, THE HIGHEST PEAK IN THE VICINITY.  IT IS 63.56 FEET
 SX1141'SSE OF THE CENTER OF MISSION FOREST SERVICE LOOKOUT HOUSE, ON THE
 SX1141'CREST OF THE BARE, ROCKY RIDGE WHICH FORMS THE SUMMIT OF THE
 SX1141'MOUNTAIN.
 SX1141'
 SX1141'STATION MARK IS A STANDARD DISK SET IN A BOULDER FLUSH WITH THE
 SX1141'GROUND AND STAMPED BALDY 1941.
 SX1141'
 SX1141'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A BOULDER ON THE CREST
 SX1141'OF THE RIDGE AND ABOUT FLUSH WITH THE GROUND.  IT IS STAMPED BALDY
 SX1141'NO.1 1941.
 SX1141'
 SX1141'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A BOULDER ON THE
 SX1141'CREST OF THE RIDGE AND FLUSH WITH THE GROUND.  IT IS STAMPED BALDY
 SX1141'NO.2 1941.
 SX1141'
 SX1141'AZIMUTH MARK IS A STANDARD DISK SET IN A ONE-FOOT SQUARE BLOCK OF
 SX1141'CONCRETE AND PROJECTING ABOUT 4 INCHES FROM THE GROUND.  IT IS 0.5
 SX1141'MILE N OF THE STATION AND 10 FEET W OF THE CENTER LINE OF THE ROAD
 SX1141'LEADING TO THE STATION.  IT IS STAMPED BALDY 1941.
 SX1141'
 SX1141'REACHED FROM THE POST OFFICE IN WENATCHEE BY GOING W FOR 2 BLOCKS TO
 SX1141'THE CHELAN COUNTY COURTHOUSE.  THENCE LEFT ON METHOW STREET FOR
 SX1141'1.4 MILES.  THENCE CONTINUE SOUTHWARD ON PAVED ROAD FOR 4.6 MILES TO
 SX1141'A FORKS.  THENCE LEFT FORK AND CONTINUE SOUTHWARD FOR 0.1 MILE TO THE
 SX1141'END OF THE PAVEMENT.  THENCE STRAIGHT AHEAD WESTERLY ON THE
 SX1141'MAIN-TRAVELED ROAD FOR 1.7 MILES TO A FORKS.  THENCE LEFT FORK AND
 SX1141'KEEP MAIN-TRAVELED ROAD FOR 1.4 MILES TO A FORKS.  THENCE RIGHT FORK
 SX1141'AND KEEP MAIN-TRAVELED ROAD UP GRADE FOR 0.8 MILE TO A SCOUT
 SX1141'CAMP.  THENCE CONTINUE NW ON THE MAIN-TRAVELED ROAD 2.4 MILES TO A
 SX1141'FORKS.  THE RIGHT FORK GOES TO BEEHIVE LOOKOUT.  TAKE LEFT FORK AND
 SX1141'KEEP MAIN-TRAVELED ROAD AS PER SIGN MISSION PK. L.O. AND GO 5.2
 SX1141'MILES TO A FORKS AT SIGN WHICH POINTS TO LEFT FORK AND READS MISSION
 SX1141'PEAK L.O. AND READS LIBERTY ON THE OTHER FORK.  TAKE LEFT FORK AND
 SX1141'CONTINUE UP GRADE 1.5 MILES TO THE LOOKOUT HOUSE AND END OF TRUCK
 SX1141'TRAVEL.  THENCE PACK ABOUT 2 MILES TO TOP OF RIDGE AND FOLLOW
 SX1141'RIDGE SOUTHWARD TO STATION ON WELL-DEFINED TRAIL.
 SX1141
 SX1141                          STATION RECOVERY (1948)
 SX1141
 SX1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SX1141'THE STATION WAS FOUND AS DESCRIBED.  THE STATION AND REFERENCE MARKS
 SX1141'ARE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND DUE TO DEEP
 SX1141'SNOW.  THE REFERENCE MARKS WERE NOT MEASURED DUE TO ADVERSE
 SX1141'CONDITIONS.  THE DESCRIPTION TO THE STATION WAS NOT CHECKED.  THE
 SX1141'TRIP WAS MADE ON SNOWSHOES IN DEEP SNOW.  THE OLD DESCRIPTION
 SX1141'FOLLOWS.  MILES NORTH OF ELLENSBURG, 11 MILES SOUTH SOUTHWEST OF
 SX1141'WENATCHEE,
 SX1141'
 SX1141'THE STATION IS ABOUT 24 MILES EAST BY NORTH OF CLE ELUM, 20 12
 SX1141'MILES EAST OF THE TOP OF BLEWITT PASS AND ON THE HIGHEST POINT OF
 SX1141'MISSION OR BALDY PEAK.  IT IS 63.56 FEET SOUTH SOUTHEAST OF THE
 SX1141'CENTER OF MISSION FOREST SERVICE LOOKOUT HOUSE.
 SX1141'
 SX1141'THE STATION IS A STANDARD DISK SET IN A BOULDER FLUSH WITH THE
 SX1141'GROUND AND STAMPED BALDY 1941.
 SX1141'
 SX1141'REFERENCE MARK NUMBER 1 IS A STANDARD DISK SET IN A BOULDER ON THE
 SX1141'CREST OF THE RIDGE, ABOUT 12 INCHES LOWER THAN THE STATION AND FLUSH
 SX1141'WITH THE GROUND.  IT IS STAMPED BALDY NO 1 1941.
 SX1141'
 SX1141'REFERENCE MARK NUMBER 2 IS A STANDARD DISK SET IN A BOULDER ON THE
 SX1141'CREST OF THE RIDGE, ABOUT 12 INCHES HIGHER THAN THE STATION AND FLUSH
 SX1141'WITH THE GROUND.  IT IS STAMPED BALDY NO 2 1941.
 SX1141'
 SX1141'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 1 FOOT SQUARE BLOCK OF
 SX1141'CONCRETE THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 SX1141'STAMPED BALDY 1941.  TO REACH FROM THE STATION GO NORTH ON THE ROAD
 SX1141'ROAD FOR 0.5 MILE.  IT IS 10.0 FEET WEST OF THE CENTERLINE OF ROAD.
 SX1141'
 SX1141'TO REACH THE STATION FROM WENATCHEE, GO WEST FROM THE U.S. POST
 SX1141'OFFICE FOR 2 BLOCKS TO THE CHELAN COUNTY COURTHOUSE.  TURN LEFT ON
 SX1141'METHOW STREET AND GO 1.4 MILES.  CONTINUE SOUTH ON PAVED ROAD FOR
 SX1141'4.6 MILES TO A FORK.  TAKE LEFT FORK AND GO 1.8 MILES TO A FORK.
 SX1141'TAKE LEFT FORK AND GO 0.3 MILE TO END OF PAVEMENT.  CONTINUE FOR
 SX1141'1.1 MILES TO A FORK.  TAKE RIGHT FORK AND GO 0.8 MILE TO A SCOUT
 SX1141'CAMP.  CONTINUE NORTHWEST FOR 2.4 MILES TO A FORK.  THE RIGHT FORK
 SX1141'GOES TO BEEHIVE LOOKOUT.  TAKE LEFT FORK AS PER SIGN MISSION PARK
 SX1141'LOOKOUT AND GO 5.2 MILES TO A FORK AND SIGN WHICH POINTS TO THE LEFT
 SX1141'MISSION PEAK LOOKOUT AND READS LIBERTY ON THE OTHER FORK.  TAKE
 SX1141'LEFT FORK AND GO 1.5 MILES TO THE LOOKOUT HOUSE AND STATION.  IT IS
 SX1141'ABOUT A 2 MINUTE PACK FROM THE END OF THE ROAD TO THE STATION ON
 SX1141'THE TOP OF THE RIDGE.
 SX1141
 SX1141                          STATION RECOVERY (1957)
 SX1141
 SX1141'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1957
 SX1141'AZIMUTH MARK AND R.M.S ARE O.K., BUT STATION MARKER HAS BEEN
 SX1141'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1208 ***********************************************************************
 SV1208  DESIGNATION -  BALDY 2
 SV1208  PID         -  SV1208
 SV1208  STATE/COUNTY-  WA/SPOKANE
 SV1208  USGS QUAD   -  SPOKANE NE (1986)
 SV1208
 SV1208                         *CURRENT SURVEY CONTROL
 SV1208  ___________________________________________________________________
 SV1208* NAD 83(1991)-  47 41 39.61189(N)    117 20 05.85557(W)     ADJUSTED  
 SV1208* NAVD 88     -       792.9    (meters)    2601.     (feet)  VERTCON   
 SV1208  ___________________________________________________________________
 SV1208  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 SV1208  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 SV1208
 SV1208  HORZ ORDER  -  FIRST
 SV1208
 SV1208.The horizontal coordinates were established by classical geodetic methods
 SV1208.and adjusted by the National Geodetic Survey in December 1991..
 SV1208
 SV1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1208
 SV1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1208
 SV1208.The geoid height was determined by GEOID03.
 SV1208
 SV1208;                    North         East     Units Scale Factor Converg.
 SV1208;SPC WA N     -    83,165.313   762,507.292   MT  0.99996942   +2 36 16.6
 SV1208;SPC WA N     -   272,851.53  2,501,659.34   sFT  0.99996942   +2 36 16.6
 SV1208;UTM  11      - 5,282,382.254   474,866.274   MT  0.99960776   -0 14 51.8
 SV1208
 SV1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1208!SPC WA N     -   0.99987858  x   0.99996942  =   0.99984800
 SV1208!UTM  11      -   0.99987858  x   0.99960776  =   0.99948639
 SV1208
 SV1208|---------------------------------------------------------------------|
 SV1208| PID    Reference Object                     Distance      Geod. Az  |
 SV1208|                                                           dddmmss.s |
 SV1208| CF1891 BALDY 2 RM 3                         24.546 METERS 21725     |
 SV1208| CF1892 BALDY 2 RM 4                         22.954 METERS 30326     |
 SV1208| CF1890 BALDY 2 AZ MK                                      3150722.3 |
 SV1208|---------------------------------------------------------------------|
 SV1208
 SV1208                          SUPERSEDED SURVEY CONTROL
 SV1208
 SV1208  NAD 83(1986)-  47 41 39.61973(N)    117 20 05.84384(W) AD(       ) 1
 SV1208  NAD 27      -  47 41 40.00825(N)    117 20 02.07861(W) AD(       ) 1
 SV1208  NGVD 29 (07/19/86)  791.7    (m)         2597.     (f) VERT ANG       
 SV1208
 SV1208.Superseded values are not recommended for survey control.
 SV1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1208.See file dsdata.txt to determine how the superseded data were derived.
 SV1208
 SV1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN7486682382(NAD 83)
 SV1208_MARKER: DS = TRIANGULATION STATION DISK
 SV1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1208_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SV1208
 SV1208  HISTORY     - Date     Condition        Report By
 SV1208  HISTORY     - 1968     MONUMENTED       CGS
 SV1208  HISTORY     - 1973     GOOD             USGS
 SV1208  HISTORY     - 1983     GOOD             USPSQD
 SV1208
 SV1208                          STATION DESCRIPTION
 SV1208
 SV1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SV1208'THE STATION IS LOCATED ABOUT 7 MILES WEST OF TRENTWOOD, 5 MILES
 SV1208'NORTHEAST OF THE CENTER OF SPOKANE, ON THE HIGHEST POINT OF WHAT
 SV1208'IS LOCALLY KNOWN AS BEACON HILL AND ON PROPERTY OWNED BY THE
 SV1208'AMERICAN LEGION POST 9.
 SV1208'
 SV1208'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 SV1208'U.S. HIGHWAY 395 IN SPOKANE, GO NORTH ON U.S. HIGHWAY 395
 SV1208'(DIVISION ST.) FOR 3.35 MILES TO WELLESLEY AVENUE 4700 N.  TURN
 SV1208'RIGHT AND GO EAST ON WELLESLEY AVENUE FOR 3.0 MILES TO FLORIDA
 SV1208'STREET.  (TURN LEFT AND GO NORTH ON FLORIDA STREET FOR 0.25 MILE
 SV1208'TO THE AZIMUTH MARK ON THE RIGHT.) CONTINUE EAST ON WELLESLEY
 SV1208'AVENUE FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 SV1208'EAST ON PAVED ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT.  TURN
 SV1208'RIGHT AND GO SOUTH UP STEEP HILL FOR 0.5 MILE TO THE STATION ON
 SV1208'THE LEFT BETWEEN TWO SETS OF POWER LINE WIRES.
 SV1208'
 SV1208'THE STATION MARK IS A STANDARD DISK, STAMPED BALDY 2 1968, SET
 SV1208'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SV1208'10-INCHES.  IT IS 57 FEET NORTHWEST OF A POWER LINE POLE, 23 FEET
 SV1208'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A WIRE FENCE, 21 FEET
 SV1208'EAST-SOUTHEAST OF THE CENTER OF A DIRT ROAD AND 2.3 FEET
 SV1208'SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 SV1208'
 SV1208'STATION BALDY 1946 IS A DRILL HOLE IN AN OUT-CROPPING
 SV1208'BOULDER.  THE STATION MARK DISK HAS BEEN DESTROYED.  IT IS 168 FEET
 SV1208'SOUTHWEST OF THE SOUTHWEST CORNER OF THE WIRE FENCE, 59 FEET SOUTH
 SV1208'OF THE CENTER OF THE DIRT ROAD AND 56 FEET NORTH-NORTHWEST OF A
 SV1208'TELEPHONE POLE.
 SV1208'
 SV1208'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BALDY 2 NO 3 1968,
 SV1208'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT IS ABOUT 10 FEET
 SV1208'BY 5 FEET IN DIAMETER.  IT IS 75.5 FEET SOUTHWEST OF THE METAL
 SV1208'WITNESS POST WITH SIGN ATTACHED, 37 FEET WEST OF THE CENTER OF THE
 SV1208'DIRT ROAD AND 26 FEET SOUTH OF A POWER LINE POLE.
 SV1208'
 SV1208'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BALDY 2 NO 4 1968,
 SV1208'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SV1208'5-INCHES.  IT IS 83 FEET NORTH-NORTHEAST OF THE POWER LINE POLE,
 SV1208'73.5 FEET NORTHWEST OF THE METAL WITNESS POST WITH SIGN ATTACHED
 SV1208'AND 46 FEET WEST OF THE CENTER OF THE DIRT ROAD.
 SV1208'
 SV1208'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BALDY 2 1968, SET
 SV1208'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SV1208'10-INCHES.  IT IS 38 FEET SOUTHEAST OF THE CENTER OF AN
 SV1208'INTERSECTION, 4 FEET EAST OF A POWER LINE POLE, 3.1 FEET NORTH OF
 SV1208'A FENCE CORNER AND 3 FEET WEST OF A METAL WITNESS POST WITH SIGN
 SV1208'ATTACHED.
 SV1208'
 SV1208'NOTE--THE TRAVERSE DISTANCE NOTED ABOVE WAS REDUCED TO SEA LEVEL.
 SV1208
 SV1208                          STATION RECOVERY (1973)
 SV1208
 SV1208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV1208'RECOVERED IN GOOD CONDITION.
 SV1208
 SV1208                          STATION RECOVERY (1983)
 SV1208
 SV1208'RECOVERY NOTE BY US POWER SQUADRON 1983 (LM)
 SV1208'BALDY 2 NO 3 1968 RECOVERED GOOD.
 SV1208'
 SV1208'LOCATION INFORMATION IS GOOD AND THIS MARK IS IN GOOD CONDITION
 SV1208'BECAUSE THE MOTOR CYCLES CAN NOT RUN OVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0327 ***********************************************************************
 SX0327  DESIGNATION -  BALDY AZ MK
 SX0327  PID         -  SX0327
 SX0327  STATE/COUNTY-  WA/CHELAN
 SX0327  USGS QUAD   -  MISSION PEAK (1987)
 SX0327
 SX0327                         *CURRENT SURVEY CONTROL
 SX0327  ___________________________________________________________________
 SX0327* NAD 83(1986)-  47 17 27.     (N)    120 26 21.     (W)     SCALED    
 SX0327* NAVD 88     -      1922.818  (meters)    6308.45   (feet)  ADJUSTED  
 SX0327  ___________________________________________________________________
 SX0327  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 SX0327  DYNAMIC HT  -        1922.499 (meters)    6307.40  (feet)  COMP
 SX0327  MODELED GRAV-     980,375.6   (mgal)                       NAVD 88
 SX0327
 SX0327  VERT ORDER  -  SECOND    CLASS 0
 SX0327
 SX0327.The horizontal coordinates were scaled from a topographic map and have
 SX0327.an estimated accuracy of +/- 6 seconds.
 SX0327
 SX0327.The orthometric height was determined by differential leveling
 SX0327.and adjusted by the National Geodetic Survey in June 1991..
 SX0327
 SX0327.The geoid height was determined by GEOID03.
 SX0327
 SX0327.The dynamic height is computed by dividing the NAVD 88
 SX0327.geopotential number by the normal gravity value computed on the
 SX0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0327.degrees latitude (g = 980.6199 gals.).
 SX0327
 SX0327.The modeled gravity was interpolated from observed gravity values.
 SX0327
 SX0327;                    North         East    Units  Estimated Accuracy
 SX0327;SPC WA N     -    32,410.      529,820.      MT  (+/- 180 meters Scaled)
 SX0327
 SX0327                          SUPERSEDED SURVEY CONTROL
 SX0327
 SX0327  NGVD 29 (??/??/92) 1921.532  (m)         6304.23   (f) ADJ UNCH    2 0
 SX0327
 SX0327.Superseded values are not recommended for survey control.
 SX0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0327.See file dsdata.txt to determine how the superseded data were derived.
 SX0327
 SX0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT936406(NAD 83)
 SX0327_MARKER: DZ = AZIMUTH MARK DISK
 SX0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0327_STAMPING: BALDY 1941
 SX0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0327+STABILITY: SURFACE MOTION
 SX0327
 SX0327  HISTORY     - Date     Condition        Report By
 SX0327  HISTORY     - 1941     MONUMENTED       CGS
 SX0327  HISTORY     - 1949     GOOD             NGS
 SX0327
 SX0327                          STATION DESCRIPTION
 SX0327
 SX0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0327'37.5 MI N FROM ELLENSBURG.
 SX0327'24.6 MILES NORTHEAST ALONG COLOCKUM PASS ROAD FROM THE POST OFFICE AT
 SX0327'ELLENSBURG, THENCE 8.6 MILES NORTHWEST ALONG THE NANEUM LOOKOUT ROAD,
 SX0327'THENCE 3.3 MILES NORTHWEST ALONG A PROMINENT RIDGE TO THE TOP OF
 SX0327'MISSION PEAK, THENCE 1.0 MILE NORTHWEST ALONG A FOREST SERVICE ROAD,
 SX0327'0.8 MILE SOUTHEAST OF THE JUNCTION OF THE LIBERTY-WENATCHEE ROAD AND
 SX0327'BENCH MARK B 310, 11 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.2
 SX0327'FEET EAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD,
 SX0327'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 SX0327'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1205 ***********************************************************************
 SV1205  DESIGNATION -  BALDY RESET
 SV1205  PID         -  SV1205
 SV1205  STATE/COUNTY-  WA/SPOKANE
 SV1205  USGS QUAD   -  SPOKANE NE (1986)
 SV1205
 SV1205                         *CURRENT SURVEY CONTROL
 SV1205  ___________________________________________________________________
 SV1205* NAD 83(1991)-  47 41 37.55931(N)    117 20 06.34891(W)     ADJUSTED  
 SV1205* NAVD 88     -       790.     (meters)    2592.     (feet)  SCALED    
 SV1205  ___________________________________________________________________
 SV1205  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 SV1205  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 SV1205
 SV1205  HORZ ORDER  -  FIRST
 SV1205
 SV1205.The horizontal coordinates were established by classical geodetic methods
 SV1205.and adjusted by the National Geodetic Survey in December 1991..
 SV1205
 SV1205.The orthometric height was scaled from a topographic map.
 SV1205
 SV1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1205
 SV1205.The geoid height was determined by GEOID03.
 SV1205
 SV1205;                    North         East     Units Scale Factor Converg.
 SV1205;SPC WA N     -    83,101.520   762,499.896   MT  0.99996950   +2 36 16.2
 SV1205;SPC WA N     -   272,642.24  2,501,635.08   sFT  0.99996950   +2 36 16.2
 SV1205;UTM  11      - 5,282,318.931   474,855.717   MT  0.99960777   -0 14 52.2
 SV1205
 SV1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1205!SPC WA N     -   0.99987900  x   0.99996950  =   0.99984851
 SV1205!UTM  11      -   0.99987900  x   0.99960777  =   0.99948682
 SV1205
 SV1205|---------------------------------------------------------------------|
 SV1205| PID    Reference Object                     Distance      Geod. Az  |
 SV1205|                                                           dddmmss.s |
 SV1205| SV1208 BALDY 2                              64.218 METERS 00913     |
 SV1205| CF1888 BALDY RM 1                           24.656 METERS 09819     |
 SV1205| SV1202 SPOKANE DIAMOND MATCH CO TANK       APPROX. 3.5 KM 1702636.9 |
 SV1205| CF1889 BALDY RM 2                           11.454 METERS 18603     |
 SV1205| SV1207 SPOKANE WEST BASE                   APPROX. 3.1 KM 1960258.2 |
 SV1205|---------------------------------------------------------------------|
 SV1205
 SV1205                          SUPERSEDED SURVEY CONTROL
 SV1205
 SV1205  NAD 83(1986)-  47 41 37.56728(N)    117 20 06.33714(W) AD(       ) 1
 SV1205  NAD 27      -  47 41 37.95600(N)    117 20 02.57200(W) AD(       ) 1
 SV1205
 SV1205.Superseded values are not recommended for survey control.
 SV1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1205.See file dsdata.txt to determine how the superseded data were derived.
 SV1205
 SV1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN7485682319(NAD 83)
 SV1205_MARKER: DS = TRIANGULATION STATION DISK
 SV1205_SETTING: 66 = SET IN ROCK OUTCROP
 SV1205
 SV1205  HISTORY     - Date     Condition        Report By
 SV1205  HISTORY     - 1969     MONUMENTED       CGS
 SV1205  HISTORY     - 1973     GOOD             NGS
 SV1205  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SV1205
 SV1205                          STATION DESCRIPTION
 SV1205
 SV1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 SV1205'REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 SV1205'STATION MARK DISK HAD BEEN BROKEN OUT OF THE ROCK.  THE DRILL-HOLE
 SV1205'WAS DRILLED DEEPER AND THE NEW DISK SET.  A COMPLETE NEW
 SV1205'DESCRIPTION FOLLOWS--
 SV1205'
 SV1205'THE STATION IS ON THE SOUTHERN PART OF THE SUMMIT OF A HILL ABOUT
 SV1205'2600 FEET IN ELEVATION, IN THE NORTHEASTERN PART OF SPOKANE, 3.5
 SV1205'MILES EAST OF DIVISION STREET, 2.7 MILES NORTH OF INTERSTATE
 SV1205'HIGHWAY 90, 1.1 MILES NORTHWEST OF FELTS AIRFIELD, 0.7 MILE
 SV1205'NORTHWEST OF THE SPOKANE RIVER 168 FEET SOUTH OF THE SOUTH CORNER
 SV1205'OF THE CYCLONE FENCE AROUND FANCHER MEMORIAL AIRWAY BEACON AND
 SV1205'NEAR THE CENTER OF SECTION 2, T 25 N, R 43 E.
 SV1205'
 SV1205'TO REACH FROM THE INTERSECTION OF HAVANA STREET AND FREDERICK AVE,
 SV1205'WHICH IS ABOUT 4 BLOCKS SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 SV1205'ESMERALDA MUNICIPAL GOLF COURSE, GO NORTH ON HAVANA STREET FOR 0.1
 SV1205'MILE TO A Y, KEEP RIGHT ABOUT 100 FEET TO A LARGE BUILDING ON THE
 SV1205'RIGHT, PASS BUILDING AND BEAR RIGHT FOLLOWING A TRACK ROAD UPHILL
 SV1205'FOR 0.15 MILE TO A FORK, TAKE LEFT FORK 0.25 MILE TO A 3-WAY
 SV1205'FORK, TAKE EXTREME LEFT FORK 0.05 MILE, TAKE RIGHT FORK 0.25
 SV1205'MILE, TAKE RIGHT FORK 0.05 MILE, TAKE RIGHT FORK 30 FEET, KEEP
 SV1205'CENTER ROAD FOR 0.2 MILE TO A FORK, KEEP LEFT FORK 0.1 MILE TO AN
 SV1205'OUTCROP ON EITHER SIDE OF THE ROAD AND THE STATION.  THESE
 SV1205'TWO OUTCROPS RESEMBLE PILES OF SAND.
 SV1205'
 SV1205'THE STATION MARK, STAMPED BALDY 1946 1969, IS A STANDARD DISK SET
 SV1205'IN A 2X3-FOOT BOULDER WHICH PROJECTS 8 INCHES AND HAS BEEN
 SV1205'REINFORCED ON THE EAST SIDE WITH CONCRETE.  IT IS 76 FEET EAST OF
 SV1205'THE CENTER OF THE LARGE OUTCROP ON THE SOUTH SIDE OF THE ROAD, 53
 SV1205'FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND ABOUT 8 FEET LOWER
 SV1205'THAN THE SUMMIT OF THE HILL.
 SV1205'
 SV1205'REFERENCE MARK NO. 1, STAMPED BALDY NO 1 1946, IS A STANDARD
 SV1205'DISK SET IN A 7X10-FOOT BEDROCK OUTCROP WHICH PROJECTS 3
 SV1205'FEET.  THIS SECTION JOINS OTHER ROCKS TO THE NORTH AND THE WHOLE
 SV1205'OUTCROP IS ABOUT 25 FEET IN LENGTH.  THIS MARK IS IN THE SECOND
 SV1205'LARGEST OUTCROP ON THE SOUTHEAST SIDE OF THE SUMMIT.
 SV1205'
 SV1205'REFERENCE MARK NO. 2, STAMPED BALDY NO 2 1946, IS A STANDARD DISK
 SV1205'SET IN AN 18X24-INCH BOULDER WHICH PROJECTS 8 INCHES.  IT IS
 SV1205'25 YARDS EAST-SOUTHEAST OF THE LARGE OUTCROP ON THE SOUTH SIDE OF
 SV1205'THE ROAD, 30 YARDS SOUTH OF THE CENTER OF THE TRACK ROAD AND 13
 SV1205'YARDS NORTH OF THE NORTHEAST END OF A ROCK LEDGE.
 SV1205'
 SV1205'NO AZIMUTH MARK HAS BEEN ESTABLISHED FOR THIS
 SV1205'STATION.  TRIANGULATION STATION SPOKANE WEST BASE, WHICH IS 1.9
 SV1205'MILES SOUTH-SOUTHWEST OF THE STATION COULD SERVE AS AN AZIMUTH
 SV1205'MARK.  THE 1965 RECOVERY NOTE FOR SPOKANE WEST BASE IS ADEQUATE.
 SV1205'
 SV1205'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SV1205'STATION IS 1 MILE NORTHEAST OF SPOKANE.
 SV1205
 SV1205                          STATION RECOVERY (1973)
 SV1205
 SV1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLS)
 SV1205'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 SV1205'MARK 1 WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK 2 WAS NOT
 SV1205'RECOVERED.
 SV1205'
 SV1205'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SV1205'4.9 MILES NE.
 SV1205
 SV1205                          STATION RECOVERY (1983)
 SV1205
 SV1205'RECOVERY NOTE BY US POWER SQUADRON 1983 (LM)
 SV1205'BALDY NO 1 1946 BEAT UP HARD TO READ.
 SV1205'
 SV1205'THE STATION MARK IS NOT TO BE RECOVERED.  BY TAPING MEASUREMENTS
 SV1205'SEVERAL TIMES THE HOLE BELIEVED TO HAVE THE STATION MARK WAS
 SV1205'FOUND.  HOLE IS FILLED.  SPOKAIR A M IS ON SOUTH EAST CORNER OF
 SV1205'ADMINISTRATION BUILDING 5 FEET UP FROM SIDEWALK.  58 INCH FROM SE
 SV1205'CORNER OF BLDG.
 SV1205'DISK MARKED--D 264 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3198 ***********************************************************************
 SY3198  DESIGNATION -  BALL
 SY3198  PID         -  SY3198
 SY3198  STATE/COUNTY-  WA/THURSTON
 SY3198  USGS QUAD   -  TUMWATER (1994)
 SY3198
 SY3198                         *CURRENT SURVEY CONTROL
 SY3198  ___________________________________________________________________
 SY3198* NAD 83(1991)-  47 02 35.09576(N)    122 53 57.42445(W)     ADJUSTED  
 SY3198* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 SY3198  ___________________________________________________________________
 SY3198  LAPLACE CORR-          -9.37  (seconds)                    DEFLEC99
 SY3198  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SY3198
 SY3198  HORZ ORDER  -  THIRD
 SY3198
 SY3198.The horizontal coordinates were established by classical geodetic methods
 SY3198.and adjusted by the National Geodetic Survey in December 1991..
 SY3198
 SY3198.The orthometric height was scaled from a topographic map.
 SY3198
 SY3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3198
 SY3198.The geoid height was determined by GEOID03.
 SY3198
 SY3198;                    North         East     Units Scale Factor Converg.
 SY3198;SPC WA S     -   192,815.153   317,704.614   MT  0.99994653   -1 44 34.2
 SY3198;SPC WA S     -   632,594.38  1,042,335.89   sFT  0.99994653   -1 44 34.2
 SY3198;UTM  10      - 5,209,956.613   507,650.791   MT  0.99960072   +0 04 25.4
 SY3198
 SY3198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3198!SPC WA S     -   0.99999381  x   0.99994653  =   0.99994034
 SY3198!UTM  10      -   0.99999381  x   0.99960072  =   0.99959453
 SY3198
 SY3198:                Primary Azimuth Mark                     Grid Az
 SY3198:SPC WA S     -  OLYMPIA EASTSIDE MUNICIPAL TK            091 37 11.5
 SY3198:UTM  10      -  OLYMPIA EASTSIDE MUNICIPAL TK            089 48 11.9
 SY3198
 SY3198|---------------------------------------------------------------------|
 SY3198| PID    Reference Object                     Distance      Geod. Az  |
 SY3198|                                                           dddmmss.s |
 SY3198| SY3212 OLYMPIA EASTSIDE MUNICIPAL TK       APPROX. 1.6 KM 0895237.3 |
 SY3198| SY3211 OLYMPIA SOUTH WATER TANK            APPROX. 1.7 KM 1735353.5 |
 SY3198| SY3238 OLYMPIA STATE CAP BLDG DOME         APPROX. 0.9 KM 2072149.5 |
 SY3198| SY3248 OLYMPIA WESTSIDE MUNICIPAL TK       APPROX. 1.6 KM 2823956.3 |
 SY3198| SY3224 HILL                                APPROX. 1.9 KM 3223849.7 |
 SY3198| SY3208 OLYMPIA GA PAC PLYWOOD S STACK      APPROX. 0.9 KM 3452229.5 |
 SY3198|---------------------------------------------------------------------|
 SY3198
 SY3198                          SUPERSEDED SURVEY CONTROL
 SY3198
 SY3198  NAD 83(1986)-  47 02 35.09342(N)    122 53 57.43472(W) AD(       ) 3
 SY3198  NAD 27      -  47 02 35.74400(N)    122 53 52.93200(W) AD(       ) 3
 SY3198
 SY3198.Superseded values are not recommended for survey control.
 SY3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3198.See file dsdata.txt to determine how the superseded data were derived.
 SY3198
 SY3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0765109957(NAD 83)
 SY3198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY3198+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 SY3198
 SY3198  HISTORY     - Date     Condition        Report By
 SY3198  HISTORY     - 1936     MONUMENTED       CGS
 SY3198  HISTORY     - 20030818 MARK NOT FOUND   USPSQD
 SY3198  HISTORY     - 20060422 GOOD             GEOCAC
 SY3198
 SY3198                          STATION DESCRIPTION
 SY3198
 SY3198'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3198'STATION BALL IS A ROUND METAL BALL (8-INCH DIAMETER) ON THE N
 SY3198'PART OF THE E WING OF THE OLD CAPITOL BUILDING, OLYMPIA,
 SY3198'WASHINGTON.  THIS BALL SURMOUNTS A GLASS SKYLIGHT.  THERE IS ONE
 SY3198'OTHER SIMILAR BALL ON THE BUILDING ABOUT 44 YARDS S OF THE ONE
 SY3198'DESCRIBED.  BETWEEN THE TWO IS A THIRD SKYLIGHT SURMOUNTED BY A
 SY3198'VENTILATOR.
 SY3198
 SY3198                          STATION RECOVERY (2003)
 SY3198
 SY3198'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 SY3198'MARK NOT FOUND.
 SY3198
 SY3198                          STATION RECOVERY (2006)
 SY3198
 SY3198'RECOVERY NOTE BY GEOCACHING 2006 (HMT)
 SY3198'THE BALL ITSELF, AS WELL AS ITS SOUTHERN MATE AND THE VENTED SKYLIGHT
 SY3198'BETWEEN, ARE ALL QUITE
 SY3198'VISIBLE FROM ABOUT HALF A BLOCK TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2234 ***********************************************************************
 SA2234  DESIGNATION -  BALL
 SA2234  PID         -  SA2234
 SA2234  STATE/COUNTY-  WA/BENTON
 SA2234  USGS QUAD   -  PASCO (1992)
 SA2234
 SA2234                         *CURRENT SURVEY CONTROL
 SA2234  ___________________________________________________________________
 SA2234* NAD 83(1991)-  46 08 21.06709(N)    119 00 21.04619(W)     ADJUSTED  
 SA2234* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 SA2234  ___________________________________________________________________
 SA2234  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 SA2234  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SA2234
 SA2234  HORZ ORDER  -  SECOND
 SA2234
 SA2234.The horizontal coordinates were established by classical geodetic methods
 SA2234.and adjusted by the National Geodetic Survey in December 1991..
 SA2234
 SA2234.The orthometric height was scaled from a topographic map.
 SA2234
 SA2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2234
 SA2234.The geoid height was determined by GEOID03.
 SA2234
 SA2234;                    North         East     Units Scale Factor Converg.
 SA2234;SPC WA S     -    90,663.577   615,438.242   MT  0.99994470   +1 05 07.2
 SA2234;SPC WA S     -   297,452.09  2,019,150.30   sFT  0.99994470   +1 05 07.2
 SA2234;UTM  11      - 5,111,467.847   345,073.809   MT  0.99989506   -1 26 47.6
 SA2234
 SA2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2234!SPC WA S     -   0.99998631  x   0.99994470  =   0.99993101
 SA2234!UTM  11      -   0.99998631  x   0.99989506  =   0.99988137
 SA2234
 SA2234:                Primary Azimuth Mark                     Grid Az
 SA2234:SPC WA S     -  DUMP                                     356 59 54.7
 SA2234:UTM  11      -  DUMP                                     359 31 49.5
 SA2234
 SA2234|---------------------------------------------------------------------|
 SA2234| PID    Reference Object                     Distance      Geod. Az  |
 SA2234|                                                           dddmmss.s |
 SA2234| SA2229 DUMP                                APPROX. 1.9 KM 3580501.9 |
 SA2234|---------------------------------------------------------------------|
 SA2234
 SA2234                          SUPERSEDED SURVEY CONTROL
 SA2234
 SA2234  NAD 83(1991)-  46 08 21.06747(N)    119 00 21.04584(W) AD(       ) 2
 SA2234  NAD 83(1986)-  46 08 21.07414(N)    119 00 21.03877(W) AD(       ) 2
 SA2234  NAD 27      -  46 08 21.58400(N)    119 00 17.01300(W) AD(       ) 2
 SA2234
 SA2234.Superseded values are not recommended for survey control.
 SA2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2234.See file dsdata.txt to determine how the superseded data were derived.
 SA2234
 SA2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4507411468(NAD 83)
 SA2234_MARKER: Z = SEE DESCRIPTION
 SA2234_SETTING: 0 = UNSPECIFIED SETTING
 SA2234_STAMPING: BALL 1947
 SA2234_MARK LOGO: USE   
 SA2234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2234
 SA2234  HISTORY     - Date     Condition        Report By
 SA2234  HISTORY     - 1947     MONUMENTED       USE
 SA2234  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SA2234
 SA2234                          STATION DESCRIPTION
 SA2234
 SA2234'DESCRIBED BY US ENGINEERS 1947 (WRG)
 SA2234'STATION IS LOCATED ABOUT 6.0 MILES SOUTHEAST FROM 3RD AVE. AND
 SA2234'WASHINGTON ST. IN KENNEWICK, WASH., ABOUT 0.4 MILES WEST FROM
 SA2234'COLUMBIA RIVER.
 SA2234'
 SA2234'TO REACH FROM 3RD AVE. AND WASHINGTON ST. IN KENNEWICK, WASH, GO
 SA2234'SOUTHEAST ALONG 3RD AVE. AND OIL ROAD 4.65 MILES TO T INTERSECTION
 SA2234'(OIL ROAD AND GRAVEL ROAD).  CONTINUE SOUTHEAST ALONG GRAVEL ROAD
 SA2234'ALONG SOUTHWEST BANK OF COLUMBIA RIVER, PASSING UNDER
 SA2234'U.P. R.R. BRIDGE 2.9 MILES TO T INTERSECTION OIL ROAD.  CONTINUE
 SA2234'SOUTHEAST 0.8 MILE ALONG RIVER TO T INTERSECTION.  TURN WEST
 SA2234'ALONG GRAVEL ROAD 0.35 MILE.  130 FT. NORTHWEST FROM ROAD ON
 SA2234'SANDY KNOLL TO STATION.
 SA2234'
 SA2234'A STANDARD BRONZE DISK SET IN CONCRETE MONUMENT STAMPED BALL 1947.
 SA2234
 SA2234                          STATION RECOVERY (1957)
 SA2234
 SA2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA2234'RECOVERED IN GOOD CONDITION ABOUT 6 MILES SOUTHEAST OF KENNEWICK,
 SA2234'220 FEET WEST OF THE COLUMBIA RIVER, 115 FEET NORTH OF THE
 SA2234'CENTERLINE OF A GRAVEL ROAD, 4.0 FEET NORTHWEST OF A WITNESS POST
 SA2234'ON A SANDY KNOLL.
 SA2234'
 SA2234'THE STATION IS A CORPS OF ENGINEERS DISK STAMPED BALL 1947 SET IN
 SA2234'THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 SA2234'SURFACE OF THE GROUND.
 SA2234'
 SA2234'TO REACH FROM THIRD AVENUE AND WASHINGTON STREET IN KENNEWICK
 SA2234'GO SOUTHEAST ALONG THIRD AVENUE, FOLLOWING THE MAIN ROAD FOR 7.1
 SA2234'MILES TO A ROAD FORK, TAKE THE LEFT FORK, GO 0.9 MILE TO A ROAD
 SA2234'FORK, TAKE THE RIGHT FORK, GO 0.9 MILE TO A CROSSROADS, TURN RIGHT
 SA2234'GO 0.8 MILE, TURN LEFT ON GRAVEL ROAD (RIEK ROAD), GO 0.4 MILE
 SA2234'AND STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4035 ***********************************************************************
 SY4035  DESIGNATION -  BALLARD HIGH
 SY4035  PID         -  SY4035
 SY4035  STATE/COUNTY-  WA/KING
 SY4035  USGS QUAD   -  
 SY4035
 SY4035                         *CURRENT SURVEY CONTROL
 SY4035  ___________________________________________________________________
 SY4035* NAD 83(1991)-  47 40 35.51514(N)    122 22 30.37933(W)     ADJUSTED  
 SY4035* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 SY4035  ___________________________________________________________________
 SY4035  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 SY4035  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY4035
 SY4035  HORZ ORDER  -  SECOND
 SY4035
 SY4035.The horizontal coordinates were established by classical geodetic methods
 SY4035.and adjusted by the National Geodetic Survey in December 1991..
 SY4035
 SY4035.The orthometric height was scaled from a topographic map.
 SY4035
 SY4035.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4035
 SY4035.The geoid height was determined by GEOID03.
 SY4035
 SY4035;                    North         East     Units Scale Factor Converg.
 SY4035;SPC WA N     -    76,377.725   384,238.351   MT  0.99997175   -1 08 52.4
 SY4035;SPC WA N     -   250,582.59  1,260,621.99   sFT  0.99997175   -1 08 52.4
 SY4035;UTM  10      - 5,280,538.234   546,904.889   MT  0.99962704   +0 27 43.3
 SY4035
 SY4035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4035!SPC WA N     -   0.99999476  x   0.99997175  =   0.99996651
 SY4035!UTM  10      -   0.99999476  x   0.99962704  =   0.99962180
 SY4035
 SY4035:                Primary Azimuth Mark                     Grid Az
 SY4035:SPC WA N     -  SEATTLE WOODLAND PARK STANDPIPE          123 48 08.2
 SY4035:UTM  10      -  SEATTLE WOODLAND PARK STANDPIPE          122 11 32.5
 SY4035
 SY4035|---------------------------------------------------------------------|
 SY4035| PID    Reference Object                     Distance      Geod. Az  |
 SY4035|                                                           dddmmss.s |
 SY4035| SY3975 SEATTLE WOODLAND PARK STANDPIPE     APPROX. 1.9 KM 1223915.8 |
 SY4035| SY4108 TEMP PT 8 1955                       75.784 METERS 14105     |
 SY4035| SY3826 NORTH POWER TOWER WEST LIGHT        APPROX. 2.8 KM 1571217.6 |
 SY4035| SY3828 ENGINE RESET                        APPROX. 5.2 KM 1631701.6 |
 SY4035| CF7142 BALLARD HIGH RM 2                     4.798 METERS 17945     |
 SY4035| SY4077 STEEPLE BLACK AND RED CROSS         APPROX. 0.6 KM 1852721.9 |
 SY4035| SY4824 SEATTLE BNRR TANK                   APPROX. 2.7 KM 1882644.0 |
 SY4035| SY4729 GREAT NORTHERN RR ROUNDHSE STK      APPROX. 2.7 KM 1891859.9 |
 SY4035| SY4725 SEATTLE CEDAR LUMBER CO TANK        APPROX. 1.6 KM 1930558.5 |
 SY4035| SY4825 SEATTLE MAGNOLIA SCHOOL STACK       APPROX. 4.2 KM 1980453.2 |
 SY4035| SY4711 SEATTLE MAGNOLIA BLUFF TK           APPROX. 3.8 KM 2173444.1 |
 SY4035| SY4756 SEATTLE STIMSONS MILL TANK          APPROX. 1.3 KM 2191101.4 |
 SY4035| SY4088 T25N R3E SEC 11 NE COR 1955         102.723 METERS 23338     |
 SY4035| SY4738 CHURCH CROSS                        APPROX. 0.7 KM 2601103.6 |
 SY4035| SY4809 TRINITY METHODIST EPISCOPAL CH CUPO APPROX. 0.8 KM 2685323.6 |
 SY4035| CF7141 BALLARD HIGH RM 1                     5.453 METERS 27007     |
 SY4035| SY4813 WEATHERVANE                         APPROX. 1.9 KM 2824324.8 |
 SY4035|---------------------------------------------------------------------|
 SY4035
 SY4035                          SUPERSEDED SURVEY CONTROL
 SY4035
 SY4035  NAD 83(1986)-  47 40 35.50915(N)    122 22 30.38395(W) AD(       ) 2
 SY4035  NAD 27      -  47 40 36.15700(N)    122 22 25.92700(W) AD(       ) 2
 SY4035
 SY4035.Superseded values are not recommended for survey control.
 SY4035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4035.See file dsdata.txt to determine how the superseded data were derived.
 SY4035
 SY4035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4690580538(NAD 83)
 SY4035
 SY4035  HISTORY     - Date     Condition        Report By
 SY4035  HISTORY     - 1934     MONUMENTED       CGS
 SY4035  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY4035  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY4035  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY4035  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY4035  HISTORY     - 20041218 MARK NOT FOUND   LOCSUR
 SY4035
 SY4035                          STATION DESCRIPTION
 SY4035
 SY4035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4035'STATION IS LOCATED ON THE SW PART OF THE CONCRETE SLAB ROOF OVER
 SY4035'THE AUDITORIUM STAGE OF BALLARD HIGH SCHOOL AT FOURTEENTH AVENUE, NW
 SY4035'AND W SIXTY-FIFTH STREET.
 SY4035'
 SY4035'THE CENTER IS PLACED IN A MOUND OF CONCRETE 4 INCHES HIGH AND IS
 SY4035'UNMISTAKABLE.
 SY4035'
 SY4035'REFERENCE MARKS ARE PLACED IN INNER SIDES OF THE BRICK PARAPET WALL,
 SY4035'SET APPROXIMATELY AT RIGHT ANGLES TO EACH OTHER.
 SY4035
 SY4035                          STATION RECOVERY (1953)
 SY4035
 SY4035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4035'THIS STATION RECOVERED AS DESCRIBED AND IS IN EXCELLENT CONDITION.
 SY4035'IT IS DIFFICULT TO CHECK THE DISTANCES TO THE REFERENCE MARKS SINCE
 SY4035'THEY ARE SET IN THE VERTICAL SURFACE OF THE WALL.
 SY4035
 SY4035                          STATION RECOVERY (1955)
 SY4035
 SY4035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY4035'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 SY4035'A DISCREPANCY WAS FOUND IN BOTH THE MEASUREMENTS AND THE
 SY4035'HORIZONTAL DIRECTIONS OF THE TWO REFERENCE MARKS AS SHOWN IN THE
 SY4035'1934 DESCRIPTION.
 SY4035'
 SY4035'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 SY4035'
 SY4035'THE STATION IS ON TOP AND NEAR THE SOUTHWEST CORNER OF THE CONCRETE
 SY4035'SLAB OVER THE ROOF OF THE CURTAIN LOFT OF THE BALLARD HIGH SCHOOL
 SY4035'AUDITORIUM STAGE, AT 14TH AVENUE NORTHWEST AND WEST 65TH STREET IN
 SY4035'SEATTLE.  IT IS A STANDARD BRONZE DISK SET IN A MOUND OF CONCRETE
 SY4035'THAT PROJECTS ABOUT 4 INCHES ABOVE THE SLAB AND THE DISK BEARS NO
 SY4035'STAMPING.  (NO NOTE).
 SY4035'
 SY4035'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 SY4035'HOLE FLUSH WITH THE INSIDE FACE OF THE VERTICLE PARAPET WALL ON THE
 SY4035'WEST SIDE OF THE BUILDING.  IT IS ABOUT 18 INCHES ABOVE THE ROOF TOP
 SY4035'AND 3-1/2 FEET BELOW THE ELEVATION OF THE STATION.  THE DISK IS
 SY4035'STAMPED RM 1.  (NO NOTE).
 SY4035'
 SY4035'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 SY4035'HOLE FLUSH WITH THE INSIDE FACE OF THE VERTICLE PARAPET WALL ON
 SY4035'THE SOUTH SIDE OF THE BUILDING.  IT IS ABOUT 18 INCHES ABOVE THE ROOF
 SY4035'TOP AND 3-1/2 FEET BELOW THE ELEVATION OF THE STATION.  THE DISK IS
 SY4035'STAMPED RM 2.  (NO NOTE).
 SY4035'
 SY4035'TRAVERSE CONNECTIONS WERE MADE TO TEMP. PT. NO. 8, NE CORNER
 SY4035'SECTION 11, T25N, R3E AND THE NE CORNER SECTION 10, T25N, R3E WAS
 SY4035'USED AS THE AZIMUTH MARK FOR THE NE CORNER SECTION 11, T25N, R3E.
 SY4035'
 SY4035'NE CORNER SECTION 11, T25N, R3E IS AT THE EAST EDGE OF THE
 SY4035'INTERSECTION OF 15TH AVENUE NORTHWEST AND WEST 65TH STREET, 41.1
 SY4035'FEET NORTHWEST OF A POWER POLE, 13.5 FEET NORTH OF THE NORTH CURB
 SY4035'OF A TRAFFIC SAFETY ISLAND AND 5.2 FEET SOUTH OF THE SOUTH EDGE OF
 SY4035'A MANHOLE COVER IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  IT IS
 SY4035'A BRASS ROD SET IN CONCRETE ABOUT 4 INCHES BELOW THE SURFACE OF THE
 SY4035'STREET LEVEL AND IS ENCASED IN A CAST IRON MONUMENT CASE THAT IS
 SY4035'FILLED WITH ASPHALT PAVING MATERIAL FLUSH WITH THE STREET.  (NO
 SY4035'NOTE).
 SY4035'
 SY4035'NE CORNER SECTION 10, T25N, R3E IS AT THE INTERSECTION OF 32ND
 SY4035'AVENUE NORTHWEST AND WEST 65TH STREET, 51.6 FEET NORTHEAST OF A
 SY4035'MANHOLE COVER, 42.6 FEET SOUTHWEST OF A FIRE HYDRANT, 36.3 FEET
 SY4035'NORTHWEST OF POWER POLE NO. 6406 AND 20 FEET EAST OF THE SOUTHEAST
 SY4035'CORNER OF AN IRON SEWER GRATING ALONG THE WEST CURB OF 32ND AVENUE
 SY4035'NORTHWEST.  IT IS A BRASS ROD SET IN CONCRETE ABOUT 4 INCHES BELOW
 SY4035'THE LEVEL OF THE STREET AND IS ENCASED IN A CAST IRON MONUMENT CASE
 SY4035'WITH THE LID FLUSH WITH THE LEVEL OF THE STREET.  (NO NOTE).
 SY4035'
 SY4035'TEMP. PT. NO. 8 IS A BRASS ROD CEMENTED IN A DRILL HOLE NEAR THE
 SY4035'CENTER OF WEST 65TH STREET, 24 FEET SOUTHEAST OF A SIGN, NO
 SY4035'PARKING, 22 FEET NORTH OF A POWER LINE POLE NUMBERED 1403, 16 FEET
 SY4035'SOUTH OF THE CURB AND 2-1/2 FEET NORTH OF THE CENTER LINE OF WEST
 SY4035'65TH STREET.  IT IS SET FLUSH WITH THE STREET.
 SY4035
 SY4035                          STATION RECOVERY (1967)
 SY4035
 SY4035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CMB)
 SY4035'STATION--NO STAMPING GOOD
 SY4035'
 SY4035'RM1--R M 1 GOOD
 SY4035'
 SY4035'RM2--R M 2 GOOD
 SY4035
 SY4035                          STATION RECOVERY (2001)
 SY4035
 SY4035'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4035'ACCORDING TO LOCAL RESIDENTS, BALLARD HIGHSCHOOL WAS COMPLETELY
 SY4035'DEMOLISHED AND A NEW SCHOOL WAS BUILT IN IT'S PLACE ABOUT 1985.
 SY4035
 SY4035                          STATION RECOVERY (2004)
 SY4035
 SY4035'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RDH)
 SY4035'THE ORIGINAL 1914 BUILDING WHICH WAS KNOWN AS BALLARD HIGH SCHOOL WAS
 SY4035'LET
 SY4035'FOR BID TO BE REPLACED AND AWARDED TO KIEWIT CONSTRUCTION CO IN AUGUST
 SY4035'1997.
 SY4035'THE DEMOLITION CONTRACTOR DID NOT RECOVER THE STATION OR REFERENCE
 SY4035'MARKS.
 SY4035'THE TOTAL SITE WAS STRIPPED AND REDONE FROM THE GROUND UP. THE NEW
 SY4035'HIGH
 SY4035'SCHOOL WAS COMPLETED IN 1999. ALL CONTROL FOR THIS STATION HAS BEEN
 SY4035'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4723 ***********************************************************************
 SY4723  DESIGNATION -  BALLARD SCHOOL BELFRY
 SY4723  PID         -  SY4723
 SY4723  STATE/COUNTY-  WA/KING
 SY4723  USGS QUAD   -  
 SY4723
 SY4723                         *CURRENT SURVEY CONTROL
 SY4723  ___________________________________________________________________
 SY4723* NAD 83(1991)-  47 40 03.65669(N)    122 22 48.16221(W)     ADJUSTED  
 SY4723* NAVD 88     -                                                        
 SY4723  ___________________________________________________________________
 SY4723  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 SY4723  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY4723
 SY4723  HORZ ORDER  -  THIRD
 SY4723
 SY4723.The horizontal coordinates were established by classical geodetic methods
 SY4723.and adjusted by the National Geodetic Survey in December 1991..
 SY4723
 SY4723
 SY4723.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4723
 SY4723.The geoid height was determined by GEOID03.
 SY4723
 SY4723;                    North         East     Units Scale Factor Converg.
 SY4723;SPC WA N     -    75,401.464   383,847.738   MT  0.99997294   -1 09 05.6
 SY4723;SPC WA N     -   247,379.64  1,259,340.45   sFT  0.99997294   -1 09 05.6
 SY4723;UTM  10      - 5,279,551.725   546,541.983   MT  0.99962662   +0 27 29.9
 SY4723
 SY4723                          SUPERSEDED SURVEY CONTROL
 SY4723
 SY4723  NAD 83(1986)-  47 40 03.65026(N)    122 22 48.16657(W) AD(       ) 4
 SY4723  NAD 27      -  47 40 04.30000(N)    122 22 43.71200(W) AD(       ) 3
 SY4723
 SY4723.Superseded values are not recommended for survey control.
 SY4723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4723.See file dsdata.txt to determine how the superseded data were derived.
 SY4723
 SY4723_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4654279552(NAD 83)
 SY4723
 SY4723  HISTORY     - Date     Condition        Report By
 SY4723  HISTORY     - UNK      MONUMENTED
 SY4723  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4723  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY4723
 SY4723                          STATION DESCRIPTION
 SY4723
 SY4723'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4723'THE OLD BALLARD SCHOOL OFF BARNES AVENUE IN DOWNTOWN BALLARD,
 SY4723'DEMOLISHED, THE SITE NOW A PLAYGROUND.
 SY4723
 SY4723                          STATION RECOVERY (2001)
 SY4723
 SY4723'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3981 ***********************************************************************
 RD3981  DESIGNATION -  BALSAM
 RD3981  PID         -  RD3981
 RD3981  STATE/COUNTY-  WA/COWLITZ
 RD3981  USGS QUAD   -  ST HELENS (1990)
 RD3981
 RD3981                         *CURRENT SURVEY CONTROL
 RD3981  ___________________________________________________________________
 RD3981* NAD 83(1991)-  45 52 15.10517(N)    122 46 41.94366(W)     ADJUSTED  
 RD3981* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3981  ___________________________________________________________________
 RD3981  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 RD3981  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 RD3981
 RD3981  HORZ ORDER  -  THIRD
 RD3981
 RD3981.The horizontal coordinates were established by classical geodetic methods
 RD3981.and adjusted by the National Geodetic Survey in December 1991..
 RD3981
 RD3981.The orthometric height was scaled from a topographic map.
 RD3981
 RD3981.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3981
 RD3981.The geoid height was determined by GEOID03.
 RD3981
 RD3981;                    North         East     Units Scale Factor Converg.
 RD3981;SPC WA S     -    62,301.306   323,129.937   MT  0.99999170   -1 39 17.9
 RD3981;SPC WA S     -   204,400.20  1,060,135.47   sFT  0.99999170   -1 39 17.9
 RD3981;SPC OR N     -   247,435.322 2,323,132.672   MT  0.99996973   -1 36 56.7
 RD3981;SPC OR N     -   811,795.68  7,621,826.35   iFT  0.99996973   -1 36 56.7
 RD3981;UTM  10      - 5,079,723.489   517,205.263   MT  0.99960364   +0 09 32.8
 RD3981
 RD3981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3981!SPC WA S     -   1.00000287  x   0.99999170  =   0.99999457
 RD3981!SPC OR N     -   1.00000287  x   0.99996973  =   0.99997260
 RD3981!UTM  10      -   1.00000287  x   0.99960364  =   0.99960651
 RD3981
 RD3981:                Primary Azimuth Mark                     Grid Az
 RD3981:SPC WA S     -  RUSSELL                                  188 20 33.0
 RD3981:SPC OR N     -  RUSSELL                                  188 18 11.8
 RD3981:UTM  10      -  RUSSELL                                  186 31 42.3
 RD3981
 RD3981|---------------------------------------------------------------------|
 RD3981| PID    Reference Object                     Distance      Geod. Az  |
 RD3981|                                                           dddmmss.s |
 RD3981| RD3972 RUSSELL                             APPROX. 1.8 KM 1864115.1 |
 RD3981| RD4061 TAYLORS HOUSE CHIMNEY               APPROX. 2.6 KM 1983231.1 |
 RD3981| RD3990 SAWMILL STACK                       APPROX. 1.8 KM 2280434.6 |
 RD3981| RD4018 ST HELENS CHURCH                    APPROX. 1.9 KM 2382036.0 |
 RD3981| RD3978 LEMONTS HOUSE EAST GABLE            APPROX. 1.6 KM 2685208.5 |
 RD3981|---------------------------------------------------------------------|
 RD3981
 RD3981                          SUPERSEDED SURVEY CONTROL
 RD3981
 RD3981  NAD 83(1991)-  45 52 15.10517(N)    122 46 41.94366(W) AD(       ) 3
 RD3981  NAD 83(1986)-  45 52 15.12439(N)    122 46 41.94127(W) AD(       ) 3
 RD3981  NAD 27      -  45 52 15.70800(N)    122 46 37.57200(W) AD(       ) 3
 RD3981
 RD3981.Superseded values are not recommended for survey control.
 RD3981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3981.See file dsdata.txt to determine how the superseded data were derived.
 RD3981
 RD3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1720579723(NAD 83)
 RD3981
 RD3981  HISTORY     - Date     Condition        Report By
 RD3981  HISTORY     - 1878     FIRST OBSERVED   CGS
 RD3981  HISTORY     - 1937     MARK NOT FOUND   CGS
 RD3981
 RD3981                          STATION DESCRIPTION
 RD3981
 RD3981'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3981'THIS STATION IS LOCATED ALONG COLUMBIA RIVER AND THE COASTS OF OREGON
 RD3981'AND NORTHERN CALIFORNIA, AND IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1227 ***********************************************************************
 TP1227  DESIGNATION -  BALSAM
 TP1227  PID         -  TP1227
 TP1227  STATE/COUNTY-  WA/OKANOGAN
 TP1227  USGS QUAD   -  MOLSON (1988)
 TP1227
 TP1227                         *CURRENT SURVEY CONTROL
 TP1227  ___________________________________________________________________
 TP1227* NAD 83(1991)-  48 56 34.46048(N)    119 11 28.11405(W)     ADJUSTED  
 TP1227* NAVD 88     -      1452.     (meters)    4764.     (feet)  SCALED    
 TP1227  ___________________________________________________________________
 TP1227  LAPLACE CORR-           7.91  (seconds)                    DEFLEC99
 TP1227  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 TP1227
 TP1227  HORZ ORDER  -  THIRD
 TP1227
 TP1227.The horizontal coordinates were established by classical geodetic methods
 TP1227.and adjusted by the National Geodetic Survey in December 1991..
 TP1227
 TP1227.The orthometric height was scaled from a topographic map.
 TP1227
 TP1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1227
 TP1227.The geoid height was determined by GEOID03.
 TP1227
 TP1227;                    North         East     Units Scale Factor Converg.
 TP1227;SPC WA N     -   217,313.284   620,295.738   MT  1.00004618   +1 13 21.5
 TP1227;SPC WA N     -   712,968.67  2,035,086.93   sFT  1.00004618   +1 13 21.5
 TP1227;UTM  11      - 5,423,422.798   339,556.506   MT  0.99991625   -1 39 09.3
 TP1227
 TP1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1227!SPC WA N     -   0.99977514  x   1.00004618  =   0.99982131
 TP1227!UTM  11      -   0.99977514  x   0.99991625  =   0.99969141
 TP1227
 TP1227:                Primary Azimuth Mark                     Grid Az
 TP1227:SPC WA N     -  GILLESPIE                                355 15 15.4
 TP1227:UTM  11      -  GILLESPIE                                358 07 46.2
 TP1227
 TP1227|---------------------------------------------------------------------|
 TP1227| PID    Reference Object                     Distance      Geod. Az  |
 TP1227|                                                           dddmmss.s |
 TP1227| TP1204 GILLESPIE                           APPROX.10.0 KM 3562836.9 |
 TP1227|---------------------------------------------------------------------|
 TP1227
 TP1227                          SUPERSEDED SURVEY CONTROL
 TP1227
 TP1227  NAD 83(1986)-  48 56 34.44823(N)    119 11 28.11791(W) AD(       ) 3
 TP1227
 TP1227.Superseded values are not recommended for survey control.
 TP1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1227.See file dsdata.txt to determine how the superseded data were derived.
 TP1227
 TP1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ3955723423(NAD 83)
 TP1227_MARKER: DD = SURVEY DISK
 TP1227_SETTING: 0 = UNSPECIFIED SETTING
 TP1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP1227
 TP1227  HISTORY     - Date     Condition        Report By
 TP1227  HISTORY     - 1904     MONUMENTED       IBC
 TP1227
 TP1227                          STATION DESCRIPTION
 TP1227
 TP1227'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1904 (CHS)
 TP1227'ON A HIGH, GRASSY PEAK ABOUT 4 MILES SOUTH OF THE INTERNATIONAL
 TP1227'BOUNDARY AND ABOUT 2 MILES SOUTH AND A LITTLE EAST OF MOLSON.  A ROAD
 TP1227'FROM MOLSON LEADS NEARLY TO THE STATION.
 TP1227'
 TP1227'STATION MARK--AN ALUMINUM DISK SET IN A STONE 18 BY 24 INCHES FIRMLY
 TP1227'SET IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2726 ***********************************************************************
 SY2726  DESIGNATION -  BALT 1935
 SY2726  PID         -  SY2726
 SY2726  STATE/COUNTY-  WA/PIERCE
 SY2726  USGS QUAD   -  TACOMA NORTH (1994)
 SY2726
 SY2726                         *CURRENT SURVEY CONTROL
 SY2726  ___________________________________________________________________
 SY2726* NAD 83(1991)-  47 16 10.93026(N)    122 26 55.14596(W)     ADJUSTED  
 SY2726* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY2726  ___________________________________________________________________
 SY2726  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 SY2726  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY2726
 SY2726  HORZ ORDER  -  THIRD
 SY2726
 SY2726.The horizontal coordinates were established by classical geodetic methods
 SY2726.and adjusted by the National Geodetic Survey in December 1991..
 SY2726
 SY2726.The orthometric height was scaled from a topographic map.
 SY2726
 SY2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2726
 SY2726.The geoid height was determined by GEOID03.
 SY2726
 SY2726;                    North         East     Units Scale Factor Converg.
 SY2726;SPC WA S     -   217,057.192   352,557.847   MT  0.99998606   -1 24 55.8
 SY2726;SPC WA S     -   712,128.47  1,156,683.54   sFT  0.99998606   -1 24 55.8
 SY2726;SPC WA N     -    31,269.344   377,767.690   MT  1.00005091   -1 12 09.5
 SY2726;SPC WA N     -   102,589.51  1,239,392.83   sFT  1.00005091   -1 12 09.5
 SY2726;UTM  10      - 5,235,283.317   541,705.131   MT  0.99962138   +0 24 18.0
 SY2726
 SY2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2726!SPC WA S     -   1.00000322  x   0.99998606  =   0.99998928
 SY2726!SPC WA N     -   1.00000322  x   1.00005091  =   1.00005413
 SY2726!UTM  10      -   1.00000322  x   0.99962138  =   0.99962460
 SY2726
 SY2726                          SUPERSEDED SURVEY CONTROL
 SY2726
 SY2726  NAD 83(1986)-  47 16 10.92448(N)    122 26 55.16003(W) AD(       ) 3
 SY2726  NAD 27      -  47 16 11.56600(N)    122 26 50.70800(W) AD(       ) 3
 SY2726
 SY2726.Superseded values are not recommended for survey control.
 SY2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2726.See file dsdata.txt to determine how the superseded data were derived.
 SY2726
 SY2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4170535283(NAD 83)
 SY2726
 SY2726  HISTORY     - Date     Condition        Report By
 SY2726  HISTORY     - 1935     MONUMENTED       CGS
 SY2726  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2726
 SY2726                          STATION DESCRIPTION
 SY2726
 SY2726'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2726'STATION IS LOCATED ON ABOUT CENTER OF LONG NARROW WHARF S OF
 SY2726'ABANDONED FLOUR MILL 2-1/2 FEET IN FROM OFFSHORE EDGE OF WHARF.
 SY2726'TEMPORARILY MARKED BY TRIANGLE OF NAILS DRIVEN IN PLANK, CENTERED BY
 SY2726'A TACK.
 SY2726'
 SY2726'THIS IS AN INTERSECTION STATION FOR TOPOGRAPHIC CONTROL AND CANNOT
 SY2726'BE MARKED PERMANENTLY.
 SY2726
 SY2726                          STATION RECOVERY (1963)
 SY2726
 SY2726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2726'THE STATION WAS NOT PERMANENTLY MARKED AND SHOULD BE CONSIDERED
 SY2726'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2213 ***********************************************************************
 TR2213  DESIGNATION -  BAMBOO RESET
 TR2213  PID         -  TR2213
 TR2213  STATE/COUNTY-  WA/SAN JUAN
 TR2213  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2213
 TR2213                         *CURRENT SURVEY CONTROL
 TR2213  ___________________________________________________________________
 TR2213* NAD 83(1991)-  48 33 43.33917(N)    123 01 02.24123(W)     ADJUSTED  
 TR2213* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 TR2213  ___________________________________________________________________
 TR2213  LAPLACE CORR-          -8.38  (seconds)                    DEFLEC99
 TR2213  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TR2213
 TR2213  HORZ ORDER  -  SECOND
 TR2213
 TR2213.The horizontal coordinates were established by classical geodetic methods
 TR2213.and adjusted by the National Geodetic Survey in December 1991..
 TR2213
 TR2213.The orthometric height was scaled from a topographic map.
 TR2213
 TR2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2213
 TR2213.The geoid height was determined by GEOID03.
 TR2213
 TR2213;                    North         East     Units Scale Factor Converg.
 TR2213;SPC WA N     -   175,962.341   338,825.721   MT  0.99997229   -1 37 33.6
 TR2213;SPC WA N     -   577,303.11  1,111,630.72   sFT  0.99997229   -1 37 33.6
 TR2213;UTM  10      - 5,378,771.700   498,724.372   MT  0.99960002   -0 00 46.7
 TR2213
 TR2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2213!SPC WA N     -   1.00000175  x   0.99997229  =   0.99997404
 TR2213!UTM  10      -   1.00000175  x   0.99960002  =   0.99960177
 TR2213
 TR2213|---------------------------------------------------------------------|
 TR2213| PID    Reference Object                     Distance      Geod. Az  |
 TR2213|                                                           dddmmss.s |
 TR2213| CF7537 BAMBOO RM 2                           4.205 METERS 03416     |
 TR2213| CF7536 BAMBOO RM 1                           5.002 METERS 27146     |
 TR2213| TR2237 LOOK 1940                           APPROX. 1.9 KM 2843557.1 |
 TR2213|---------------------------------------------------------------------|
 TR2213
 TR2213                          SUPERSEDED SURVEY CONTROL
 TR2213
 TR2213  NAD 83(1986)-  48 33 43.34079(N)    123 01 02.24271(W) AD(       ) 2
 TR2213  NAD 27      -  48 33 43.98400(N)    123 00 57.59800(W) AD(       ) 2
 TR2213
 TR2213.Superseded values are not recommended for survey control.
 TR2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2213.See file dsdata.txt to determine how the superseded data were derived.
 TR2213
 TR2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9872478772(NAD 83)
 TR2213_MARKER: H = DRILL HOLE
 TR2213_SETTING: 66 = SET IN ROCK OUTCROP
 TR2213
 TR2213  HISTORY     - Date     Condition        Report By
 TR2213  HISTORY     - 1894     MONUMENTED       CGS
 TR2213  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2213  HISTORY     - 1950     GOOD             CGS
 TR2213  HISTORY     - 1954     GOOD             CGS
 TR2213  HISTORY     - 1983     GOOD             USPSQD
 TR2213
 TR2213                          STATION DESCRIPTION
 TR2213
 TR2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2213'A LOW ROCKY POINT (POINT CAUTION) ON SAN JUAN ISLAND, ABOUT 1 MILE
 TR2213'NW FROM SIGNAL SLOPE.  A SHORT GRAVEL BEACH, THE FIRST AFTER LEAVING
 TR2213'FRIDAY HARBOR, IS 60 METERS W OF POINT.  STATION IS 5 PACES BACK
 TR2213'FROM EDGE OF GRASS, 10 PACES BACK FROM HIGH-WATER LINE, AND ABOUT 8
 TR2213'FEET ABOVE TIDES.  A LARGE FIR, 16 PACES TO WESTWARD OF STATION NEAR
 TR2213'SHORE LINE, IS MARKED WITH BLAZE AND WIRE NAIL.  ANOTHER LARGE FIR,
 TR2213'12 PACES SE FROM CENTER, IS SIMILARLY MARKED.  FROM THIS TREE THE
 TR2213'SIGNAL IS IN LINE TO THE ROCKY HEAD ON ONEAL ISLAND.  STATION IS
 TR2213'MARKED BY A 1/2-INCH HOLE, 1-1/4 INCHES DEEP, IN POINT OF
 TR2213'OUTCROPPING AND VERY BRITTLE ROCK.  FROM HERE ONE CANNOT SEE ALONG
 TR2213'SHORE TO SOUTHEASTWARD MORE THAN 75 METERS.
 TR2213
 TR2213                          STATION RECOVERY (1940)
 TR2213
 TR2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2213'DRILL HOLE WAS RECOVERED AND RE-MARKED WITH A STANDARD DISK STAMPED
 TR2213'BAMBOO 1894-1940.  REFERENCE MARKS, STANDARD DISKS SET IN BEDROCK,
 TR2213'WERE ESTABLISHED AND STAMPED IN LIKE MANNER.  ALL MARKS ARE IN
 TR2213'LEDGE.
 TR2213'
 TR2213'ON THE NORTHERLY PART OF POINT CAUTION, W SIDE OF SAN JUAN CHANNEL,
 TR2213'2.5 NAUTICAL MILES FROM TURN ISLAND.  SHORE LINE OF MOSSCOVERED
 TR2213'SLOPING LEDGE IS PRACTICALLY STRAIGHT FOR ABOUT 70 METERS TO THE
 TR2213'SE, TO ANOTHER POINT (ROUNDING) WHICH SEES TURN ROCK LIGHT.  TO
 TR2213'THE NW OF STATION, SHORE LINE MAKES BACK TO A BIGHT AND GRAVEL
 TR2213'BEACH.  STATION IS 12 METERS BACK FROM THE EXTREME END OF POINT, 5
 TR2213'METERS OUT FROM UNDERBRUSH LINE AND 5 FEET ABOVE HIGH WATER.
 TR2213
 TR2213                          STATION RECOVERY (1950)
 TR2213
 TR2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2213'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2213'CONDITION AS REMARKED BY L.C.W. IN 1940.
 TR2213'
 TR2213'STATION IS ON THE NE SIDE OF SAN JUAN ISLAND, ABOUT 1-1/2 MILES N OF
 TR2213'FRIDAY HARBOR, ON THE MOST NW EXTENSION OF POINT CAUTION, JUST E
 TR2213'OF A SMALL COVE WHICH FACES INTO A GRAVEL BEACH, 6.0 METERS N OF THE
 TR2213'BRUSH LINE, 10.6 METERS S OF AND ABOUT 5 FEET ABOVE THE HIGH-WATER
 TR2213'LINE, AND ON A MOSS-COVERED ROCK SHELF.
 TR2213'
 TR2213'STATION MARK IS A BRONZE STATION DISK STAMPED BAMBOO 1894 1940 SET IN
 TR2213'A DRILL HOLE, FLUSH WITH THE SURFACE.
 TR2213'
 TR2213'R.M. 1 IS 6.0 METERS IN FROM THE HIGH-WATER LINE.  IT IS A BRONZE
 TR2213'REFERENCE DISK STAMPED BAMBOO 1894 1940 1 SET IN A DRILL HOLE,
 TR2213'FLUSH WITH THE SURFACE.
 TR2213'
 TR2213'R.M. 2 IS 1.2 METERS W OF A SMALL ROCK BANK.  IT IS A BRONZE
 TR2213'REFERENCE DISK STAMPED BAMBOO 1894 1940 2 SET IN A DRILL HOLE, FLUSH
 TR2213'WITH THE SURFACE.
 TR2213'
 TR2213'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2213
 TR2213                          STATION RECOVERY (1954)
 TR2213
 TR2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2213'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR2213
 TR2213                          STATION RECOVERY (1983)
 TR2213
 TR2213'RECOVERY NOTE BY US POWER SQUADRON 1983 (DSS)
 TR2213'BAMBOO 1894-1940 RECOVERED GOOD.
 TR2213'
 TR2213'STATION AND REFERENCE MARK NO. 2 RECOVERED.  NO DESCRIPTION AVAILABLE
 TR2213'TO ASSIST IN LOCATING.
 TR2213'
 TR2213'REFERENCE MARK NO. 1 - EXTENSIVE SCALPING OF THE MOSS AND
 TR2213'VEGITATION COVERING THE SURROUNDING AREA WOULD BE REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5003 ***********************************************************************
 SY5003  DESIGNATION -  BAN
 SY5003  PID         -  SY5003
 SY5003  STATE/COUNTY-  WA/KITSAP
 SY5003  USGS QUAD   -  PORT GAMBLE (1973)
 SY5003
 SY5003                         *CURRENT SURVEY CONTROL
 SY5003  ___________________________________________________________________
 SY5003* NAD 83(1991)-  47 51 29.98377(N)    122 34 25.14520(W)     ADJUSTED  
 SY5003* NAVD 88     -                                                        
 SY5003  ___________________________________________________________________
 SY5003  LAPLACE CORR-         -14.41  (seconds)                    DEFLEC99
 SY5003  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 SY5003
 SY5003  HORZ ORDER  -  THIRD
 SY5003
 SY5003.The horizontal coordinates were established by classical geodetic methods
 SY5003.and adjusted by the National Geodetic Survey in December 1991..
 SY5003
 SY5003
 SY5003.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5003
 SY5003.The geoid height was determined by GEOID03.
 SY5003
 SY5003;                    North         East     Units Scale Factor Converg.
 SY5003;SPC WA N     -    96,902.891   369,790.263   MT  0.99995247   -1 17 44.5
 SY5003;SPC WA N     -   317,922.23  1,213,220.22   sFT  0.99995247   -1 17 44.5
 SY5003;UTM  10      - 5,300,642.237   531,890.632   MT  0.99961250   +0 18 58.1
 SY5003
 SY5003                          SUPERSEDED SURVEY CONTROL
 SY5003
 SY5003  NAD 83(1986)-  47 51 29.97989(N)    122 34 25.14860(W) AD(       ) 4
 SY5003  NAD 27      -  47 51 30.64000(N)    122 34 20.59000(W) AD(       ) 3
 SY5003
 SY5003.Superseded values are not recommended for survey control.
 SY5003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5003.See file dsdata.txt to determine how the superseded data were derived.
 SY5003
 SY5003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU3189100642(NAD 83)
 SY5003
 SY5003  HISTORY     - Date     Condition        Report By
 SY5003  HISTORY     - UNK      MONUMENTED
 SY5003  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5003  HISTORY     - 19961108 MARK NOT FOUND   USPSQD
 SY5003
 SY5003                          STATION DESCRIPTION
 SY5003
 SY5003'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5003'THE STATION WAS NOT DESCRIBED, NOT RECOVERED.
 SY5003
 SY5003                          STATION RECOVERY (1996)
 SY5003
 SY5003'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4921 ***********************************************************************
 SY4921  DESIGNATION -  BAN BANNER ON SHORE
 SY4921  PID         -  SY4921
 SY4921  STATE/COUNTY-  WA/KITSAP
 SY4921  USGS QUAD   -  EDMONDS WEST (1978)
 SY4921
 SY4921                         *CURRENT SURVEY CONTROL
 SY4921  ___________________________________________________________________
 SY4921* NAD 83(1991)-  47 46 08.45605(N)    122 28 42.58394(W)     ADJUSTED  
 SY4921* NAVD 88     -                                                        
 SY4921  ___________________________________________________________________
 SY4921  LAPLACE CORR-         -11.42  (seconds)                    DEFLEC99
 SY4921  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 SY4921
 SY4921  HORZ ORDER  -  THIRD
 SY4921
 SY4921.The horizontal coordinates were established by classical geodetic methods
 SY4921.and adjusted by the National Geodetic Survey in December 1991..
 SY4921
 SY4921
 SY4921.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4921
 SY4921.The geoid height was determined by GEOID03.
 SY4921
 SY4921;                    North         East     Units Scale Factor Converg.
 SY4921;SPC WA N     -    86,818.545   376,696.399   MT  0.99996070   -1 13 29.5
 SY4921;SPC WA N     -   284,837.18  1,235,878.10   sFT  0.99996070   -1 13 29.5
 SY4921;UTM  10      - 5,290,759.458   539,075.171   MT  0.99961876   +0 23 10.1
 SY4921
 SY4921                          SUPERSEDED SURVEY CONTROL
 SY4921
 SY4921  NAD 83(1986)-  47 46 08.45109(N)    122 28 42.58822(W) AD(       ) 4
 SY4921  NAD 27      -  47 46 09.11000(N)    122 28 38.12000(W) AD(       ) 3
 SY4921
 SY4921.Superseded values are not recommended for survey control.
 SY4921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4921.See file dsdata.txt to determine how the superseded data were derived.
 SY4921
 SY4921_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3907590759(NAD 83)
 SY4921
 SY4921  HISTORY     - Date     Condition        Report By
 SY4921  HISTORY     - 1952     MONUMENTED       CGS
 SY4921
 SY4921                          STATION DESCRIPTION
 SY4921
 SY4921'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HGC)
 SY4921'THIS STATION WAS A TEMPORARY HYDROGRAPHIC SIGNAL CONSISTING OF
 SY4921'A BANNER NAILED TO A LARGE STUMP WHICH HAD BEEN WASHED UP ON THE
 SY4921'BEACH ON THE N SIDE OF PRESIDENT POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1258 ***********************************************************************
 SX1258  DESIGNATION -  BANDERA
 SX1258  PID         -  SX1258
 SX1258  STATE/COUNTY-  WA/KING
 SX1258  USGS QUAD   -  BANDERA (1989)
 SX1258
 SX1258                         *CURRENT SURVEY CONTROL
 SX1258  ___________________________________________________________________
 SX1258* NAD 83(1991)-  47 23 07.48998(N)    121 31 43.81666(W)     ADJUSTED  
 SX1258* NAVD 88     -       708.     (meters)    2323.     (feet)  SCALED    
 SX1258  ___________________________________________________________________
 SX1258  LAPLACE CORR-          11.37  (seconds)                    DEFLEC99
 SX1258  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 SX1258
 SX1258  HORZ ORDER  -  SECOND
 SX1258
 SX1258.The horizontal coordinates were established by classical geodetic methods
 SX1258.and adjusted by the National Geodetic Survey in December 1991..
 SX1258
 SX1258.The orthometric height was scaled from a topographic map.
 SX1258
 SX1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1258
 SX1258.The geoid height was determined by GEOID03.
 SX1258
 SX1258;                    North         East     Units Scale Factor Converg.
 SX1258;SPC WA N     -    43,088.688   447,483.778   MT  1.00002334   -0 31 04.1
 SX1258;SPC WA N     -   141,366.80  1,468,119.69   sFT  1.00002334   -0 31 04.1
 SX1258;SPC WA S     -   228,606.881   422,316.417   MT  1.00001234   -0 44 50.4
 SX1258;SPC WA S     -   750,021.08  1,385,549.78   sFT  1.00001234   -0 44 50.4
 SX1258;UTM  10      - 5,249,044.407   611,038.114   MT  0.99975152   +1 04 58.0
 SX1258
 SX1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1258!SPC WA N     -   0.99989218  x   1.00002334  =   0.99991552
 SX1258!SPC WA S     -   0.99989218  x   1.00001234  =   0.99990452
 SX1258!UTM  10      -   0.99989218  x   0.99975152  =   0.99964373
 SX1258
 SX1258:                Primary Azimuth Mark                     Grid Az
 SX1258:SPC WA N     -  GRANITE LOOKOUT                          046 04 10.3
 SX1258:SPC WA S     -  GRANITE LOOKOUT                          046 17 56.6
 SX1258:UTM  10      -  GRANITE LOOKOUT                          044 28 08.2
 SX1258
 SX1258|---------------------------------------------------------------------|
 SX1258| PID    Reference Object                     Distance      Geod. Az  |
 SX1258|                                                           dddmmss.s |
 SX1258| SX1254 GRANITE LOOKOUT                     APPROX. 5.0 KM 0453306.2 |
 SX1258| CF4069 BANDERA RM                           24.628 METERS 11712     |
 SX1258| SX1262 MC CLELLANS BUTTE AIR BEACON        APPROX. 7.4 KM 2885043.7 |
 SX1258|---------------------------------------------------------------------|
 SX1258
 SX1258                          SUPERSEDED SURVEY CONTROL
 SX1258
 SX1258  NAD 83(1986)-  47 23 07.47934(N)    121 31 43.81187(W) AD(       ) 2
 SX1258  NAD 27      -  47 23 08.06200(N)    121 31 39.49200(W) AD(       ) 2
 SX1258
 SX1258.Superseded values are not recommended for survey control.
 SX1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1258.See file dsdata.txt to determine how the superseded data were derived.
 SX1258
 SX1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT1103849044(NAD 83)
 SX1258_MARKER: DS = TRIANGULATION STATION DISK
 SX1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1258_SP_SET: CONCRETE POST
 SX1258_MARK LOGO: CGS   
 SX1258_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1258+STABILITY: SURFACE MOTION
 SX1258
 SX1258  HISTORY     - Date     Condition        Report By
 SX1258  HISTORY     - 1937     MONUMENTED       CGS
 SX1258  HISTORY     - 1937     GOOD             CGS
 SX1258  HISTORY     - 1957     SEE DESCRIPTION  BPA
 SX1258  HISTORY     - 19830909 GOOD             WADT
 SX1258
 SX1258                          STATION DESCRIPTION
 SX1258
 SX1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (HJO)
 SX1258'IN THE SE 1/4 SEC. 16, T. 22, R. 10, ABOVE THE CHICAGO, MILWAUKEE,
 SX1258'AND ST. PAUL RAILROAD IN SNOQUALMIE PASS, 1/2 MILE W OF HANSEN
 SX1258'CREEK, AT BANDERA STATION ON THE RAILROAD.  THE RAILROAD SLOPING
 SX1258'WESTWARD DOWN FROM THE TUNNEL AT ROCKDALE HIGH UP ALONG THE S SIDE
 SX1258'OF SNOQUALMIE PASS RUNS INTO HANSEN CREEK VALLEY AND MAKES A DEEP
 SX1258'CURVE ON A TRESTLE CROSSING OVER THE CREEK.  LEAVING THE TRESTLE
 SX1258'THE TRACK CURVES TO LEFT AROUND A SHOULDER OF THE HILL.  AT THE W
 SX1258'END OF THIS CURVE AND 150 YARDS E OF THE STATION HOUSE (BANDERA)
 SX1258'ARE 2 BLOCK SIGNALS OR SEMAPHORES CARRYING THE DESIGNATION
 SX1258'40/3.  ABOVE THESE SEMAPHORES IS A SLOPE OF BROKEN ROCK EXTENDING
 SX1258'UPHILL ABOUT 200 YARDS TO THE WOODS.  A STRIP OF GROUND 50 FEET
 SX1258'WIDE, WITH BURNED STUMPS, DIVIDES THIS ROCK SLOPE EXTENDING
 SX1258'FROM THE WOODS HALFWAY DOWN TO THE TRACK TOWARDS A POINT 75
 SX1258'FEET E OF THE SIGNALS NOTED.  THE STATION IS IN THIS STRIP OF
 SX1258'GROUND, 10 FEET FROM ITS W EDGE, 2/3 OF THE WAY UP THE SLOPE
 SX1258'FROM THE TRACK TO THE WOODS.  ON MAGNETIC AZIMUTH 157
 SX1258'DEG FROM THE BLOCK SIGNALS.  THE TANGENT TO THE CURVE OF THE
 SX1258'RAILROAD WHERE IT ROUNDS THE HILL 300 YARDS E OF HANSEN CREEK
 SX1258'BEARS 53-1/2 DEG MAGNETIC.
 SX1258
 SX1258                          STATION RECOVERY (1937)
 SX1258
 SX1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 SX1258'RECOVERED IN GOOD CONDITION.
 SX1258
 SX1258                          STATION RECOVERY (1957)
 SX1258
 SX1258'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1957
 SX1258'JUST E OF A BRIDGE ON HIGHWAY 10 ABOUT 17 MI. SE OF NORTH BEND
 SX1258'TURN SHARP RIGHT, CROSSING HUMPBACK CREEK ABOVE THE HIGHWAY AND
 SX1258'PROCEED W ALONG A GRAVEL ROAD FOR 1.9 MI. TO A FORK.  TAKE THE
 SX1258'LEFT FORK (HANSEN CREEK ROAD) APPROXIMATELY 1.0 MI. UP TO A HIGH
 SX1258'STEEL TRESTLE ON THE MILWAUKEE RAILROAD OVER HANSEN CREEK.  PARK
 SX1258'AND CLIMB EMBANKMENT, CROSS TRESTLE AND FOLLOW THE ORIGINAL
 SX1258'DESCRIPTION.
 SX1258'
 SX1258'NOTE--THERE ARE TWO STRIPS OF GROUND DIVIDING THE BROKEN ROCK
 SX1258'SLOPE.  STATION IS IN THE E MOST ONE.
 SX1258
 SX1258                          STATION RECOVERY (1983)
 SX1258
 SX1258'RECOVERY NOTE BY WA DEPT OF TRANSP 1983
 SX1258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5433 ***********************************************************************
 SY5433  DESIGNATION -  BANGOR
 SY5433  PID         -  SY5433
 SY5433  STATE/COUNTY-  WA/KITSAP
 SY5433  USGS QUAD   -  POULSBO (1981)
 SY5433
 SY5433                         *CURRENT SURVEY CONTROL
 SY5433  ___________________________________________________________________
 SY5433* NAD 83(1991)-  47 44 14.83462(N)    122 41 52.90491(W)     ADJUSTED  
 SY5433* NAVD 88     -       141.2    (meters)     463.     (feet)  VERTCON   
 SY5433  ___________________________________________________________________
 SY5433  LAPLACE CORR-         -12.83  (seconds)                    DEFLEC99
 SY5433  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 SY5433
 SY5433  HORZ ORDER  -  SECOND
 SY5433
 SY5433.The horizontal coordinates were established by classical geodetic methods
 SY5433.and adjusted by the National Geodetic Survey in December 1991..
 SY5433
 SY5433.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5433
 SY5433.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5433
 SY5433.The geoid height was determined by GEOID03.
 SY5433
 SY5433;                    North         East     Units Scale Factor Converg.
 SY5433;SPC WA N     -    83,685.736   360,160.543   MT  0.99996418   -1 23 17.9
 SY5433;SPC WA N     -   274,558.95  1,181,626.71   sFT  0.99996418   -1 23 17.9
 SY5433;UTM  10      - 5,287,164.157   522,639.711   MT  0.99960630   +0 13 24.5
 SY5433
 SY5433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5433!SPC WA N     -   0.99998138  x   0.99996418  =   0.99994556
 SY5433!UTM  10      -   0.99998138  x   0.99960630  =   0.99958769
 SY5433
 SY5433|---------------------------------------------------------------------|
 SY5433| PID    Reference Object                     Distance      Geod. Az  |
 SY5433|                                                           dddmmss.s |
 SY5433| CF7143 BANGOR RM 1                          41.047 METERS 08322     |
 SY5433| SY5434 BANGOR LOOKOUT TOWER 1955            17.420 METERS 16419     |
 SY5433| CF7144 BANGOR RM 2                          40.417 METERS 19654     |
 SY5433| SY5574 MT WALKER                           APPROX.16.2 KM 2900123.6 |
 SY5433|---------------------------------------------------------------------|
 SY5433
 SY5433                          SUPERSEDED SURVEY CONTROL
 SY5433
 SY5433  NAD 83(1986)-  47 44 14.83096(N)    122 41 52.91077(W) AD(       ) 2
 SY5433  NAD 27      -  47 44 15.48400(N)    122 41 48.36800(W) AD(       ) 2
 SY5433  NGVD 29 (07/19/86)  140.1    (m)          460.     (f) VERT ANG       
 SY5433
 SY5433.Superseded values are not recommended for survey control.
 SY5433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5433.See file dsdata.txt to determine how the superseded data were derived.
 SY5433
 SY5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2264087164(NAD 83)
 SY5433_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5433_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY5433
 SY5433  HISTORY     - Date     Condition        Report By
 SY5433  HISTORY     - 1955     MONUMENTED       CGS
 SY5433  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY5433  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5433
 SY5433                          STATION DESCRIPTION
 SY5433
 SY5433'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY5433'THE STATION IS ON THE BANGOR NAVAL AMMUNITION DEPOT AT THE SITE
 SY5433'OF THE OLD FIRE LOOKOUT TOWER.  ABOUT 6-1/2 MILES NORTH OF
 SY5433'SILVERDALE, 4-1/2 MILES NORTHWEST OF KEYPORT AND 2-1/2 MILES
 SY5433'NORTHEAST OF BANGOR.
 SY5433'
 SY5433'TO REACH FROM THE POST OFFICE IN SILVERDALE, GO NORTHEASTERLY
 SY5433'ON STATE ROUTE 21 FOR 0.3 MILE TO A DIAGONAL CROSSROAD AND SIGN
 SY5433'BANGOR NAVAL AMMO DEPOT.  TURN LEFT AND FOLLOW BLACK-TOP ROAD
 SY5433'NORTHERLY FOR 3.15 MILES TO THE MAIN GATE OF THE DEPOT ON THE
 SY5433'LEFT.  PERMISSION IS REQUIRED TO ENTER RESERVATION.  TURN LEFT
 SY5433'THROUGH GATE THEN JOG RIGHT TO SAIPAN DRIVE, TURN RIGHT ON
 SY5433'SAIPAN DRIVE THEN JOG RIGHT AGAIN GOING THROUGH A PARKING AREA,
 SY5433'TO EASTERN BOUNDARY ROAD (PARALLELING THE EAST BOUNDARY FENCE).  A
 SY5433'DISTANCE OF 0.05 MILE FROM THE MAIN GATE.  TURN LEFT, NORTH, ON
 SY5433'EASTERN BOUNDARY ROAD FOR 2.65 MILES TO A T-ROAD AT FENCE
 SY5433'CORNER.  TURN LEFT, WEST, FOR 0.25 MILE TO A T-ROAD AT
 SY5433'BUILDING NO. 12-PC-15.  TURN RIGHT, NORTH, ON
 SY5433'TULAGI ROAD, CROSSING RAILROAD TRACKS, FOR 0.2 MILE TO A
 SY5433'CROSSROAD.  TURN RIGHT, EAST, ON TINIAN ROAD, CROSSING RAILROAD
 SY5433'TRACKS, FOR 0.05 MILE TO A REVERSE Y-FORK.  TURN SHARP
 SY5433'RIGHT AND GO WEST FOR ABOUT 188 FEET TO STATION.
 SY5433'
 SY5433'THE STATION, UNDERGROUND AND REFERENCE MARKS 1 AND 2 ARE STANDARD
 SY5433'DISKS SET IN CYLINDRICAL CONCRETE POSTS PROJECTING ABOUT 4 INCHES
 SY5433'ABOVE THE GROUND.
 SY5433'
 SY5433'THE STATION MARK, STAMPED BANGOR 1955, IS ABOUT 195 FEET EAST OF
 SY5433'THE CENTER OF TULAGI ROAD, 45 FEET SOUTH OF THE CENTER OF TINIAN
 SY5433'ROAD, 57.15 FEET NORTH-NORTHWEST OF THE CENTER OF THE OLD FIRE
 SY5433'LOOKOUT TOWER AND 6 FEET NORTH OF A WITNESS POST.
 SY5433'
 SY5433'THE LOOKOUT TOWER WAS NOT MANNED AT THIS TIME AND IT MAY BE
 SY5433'MOVED FROM THE PRESENT LOCATION IN THE NEAR FUTURE.  IT IS A
 SY5433'4-LEGGED WOOD STRUCTURE ABOUT 90 FEET HIGH.
 SY5433'
 SY5433'REFERENCE MARK 1, STAMPED BANGOR NO 1 1955, IS AT THE NORTH EDGE
 SY5433'OF THE EAST-WEST ROAD, 54 FEET WEST OF THE CENTER OF THE REVERSE
 SY5433'Y-FORK, 33 FEET SOUTH OF THE CENTER OF TINIAN ROAD AND ABOUT 1
 SY5433'FOOT LOWER THAN THE STATION.
 SY5433'
 SY5433'REFERENCE MARK 2, STAMPED BANGOR NO 2 1955, IS NEAR THE NORTHEAST
 SY5433'EDGE OF SOD-COVERED BUNKER NO. 12-PC-17, 76 FEET SOUTH-SOUTHWEST
 SY5433'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND ABOUT 1 FOOT LOWER
 SY5433'THAN THE STATION.
 SY5433'
 SY5433'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 SY5433
 SY5433                          STATION RECOVERY (1956)
 SY5433
 SY5433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY5433'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 SY5433'TO BE IN GOOD CONDITION.  AS THIS STATION WAS ESTABLISHED LESS
 SY5433'THAN A YEAR AGO IT IS DEEMED NOT NECESSARY TO REOBSERVE OR TO
 SY5433'REMEASURE THE MARKS.
 SY5433
 SY5433                          STATION RECOVERY (1963)
 SY5433
 SY5433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5433'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 SY5433'BY L.S.B. IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5425 ***********************************************************************
 SY5425  DESIGNATION -  BANGOR LARGE WHITE HSE W GABLE
 SY5425  PID         -  SY5425
 SY5425  STATE/COUNTY-  WA/KITSAP
 SY5425  USGS QUAD   -  POULSBO (1981)
 SY5425
 SY5425                         *CURRENT SURVEY CONTROL
 SY5425  ___________________________________________________________________
 SY5425* NAD 83(1991)-  47 43 08.08045(N)    122 44 51.02272(W)     ADJUSTED  
 SY5425* NAVD 88     -                                                        
 SY5425  ___________________________________________________________________
 SY5425  LAPLACE CORR-         -14.51  (seconds)                    DEFLEC99
 SY5425  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 SY5425
 SY5425  HORZ ORDER  -  THIRD
 SY5425
 SY5425.The horizontal coordinates were established by classical geodetic methods
 SY5425.and adjusted by the National Geodetic Survey in December 1991..
 SY5425
 SY5425
 SY5425.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5425
 SY5425.The geoid height was determined by GEOID03.
 SY5425
 SY5425;                    North         East     Units Scale Factor Converg.
 SY5425;SPC WA N     -    81,715.860   356,399.574   MT  0.99996637   -1 25 30.5
 SY5425;SPC WA N     -   268,096.12  1,169,287.60   sFT  0.99996637   -1 25 30.5
 SY5425;UTM  10      - 5,285,090.015   518,936.974   MT  0.99960441   +0 11 12.5
 SY5425
 SY5425                          SUPERSEDED SURVEY CONTROL
 SY5425
 SY5425  NAD 83(1986)-  47 43 08.07712(N)    122 44 51.02905(W) AD(       ) 4
 SY5425  NAD 27      -  47 43 08.74000(N)    122 44 46.46000(W) AD(       ) 3
 SY5425
 SY5425.Superseded values are not recommended for survey control.
 SY5425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5425.See file dsdata.txt to determine how the superseded data were derived.
 SY5425
 SY5425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1893785090(NAD 83)
 SY5425
 SY5425  HISTORY     - Date     Condition        Report By
 SY5425  HISTORY     - UNK      MONUMENTED
 SY5425  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5425  HISTORY     - 19960314 GOOD             USPSQD
 SY5425  HISTORY     - 20010331 GOOD             NGS
 SY5425  HISTORY     - 20010331 GOOD             NGS
 SY5425
 SY5425                          STATION DESCRIPTION
 SY5425
 SY5425'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5425'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 SY5425'EAST SHORE OF HOOD CANAL, AT THE SMALL COMMUNITY OF BANGOR, ABOUT
 SY5425'600 FEET SOUTHEAST OF WESTERN TIP OF KING SPIT.
 SY5425'
 SY5425'THE STATION IS THE WEST GABLE OF A TWO-STORY, GREEN ASPHALT
 SY5425'SHINGLE SIDING, HOUSE WITH WHITE TRIM.  THERE IS A SINGLE WINDOW
 SY5425'UNDER THE WEST GABLE.  FROM SEAWARD, THE NORTHWEST AND SOUTH
 SY5425'GABLES OF THE HOUSE ARE VISIBLE.
 SY5425
 SY5425                          STATION RECOVERY (1996)
 SY5425
 SY5425'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5425'RECOVERED IN GOOD CONDITION.
 SY5425
 SY5425                          STATION RECOVERY (2001)
 SY5425
 SY5425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5425'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5425
 SY5425                          STATION RECOVERY (2001)
 SY5425
 SY5425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5425'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5434 ***********************************************************************
 SY5434  DESIGNATION -  BANGOR LOOKOUT TOWER 1955
 SY5434  PID         -  SY5434
 SY5434  STATE/COUNTY-  WA/KITSAP
 SY5434  USGS QUAD   -  POULSBO (1981)
 SY5434
 SY5434                         *CURRENT SURVEY CONTROL
 SY5434  ___________________________________________________________________
 SY5434* NAD 83(1991)-  47 44 14.29157(N)    122 41 52.67896(W)     ADJUSTED  
 SY5434* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 SY5434  ___________________________________________________________________
 SY5434  LAPLACE CORR-         -12.84  (seconds)                    DEFLEC99
 SY5434  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 SY5434
 SY5434  HORZ ORDER  -  SECOND
 SY5434
 SY5434.The horizontal coordinates were established by classical geodetic methods
 SY5434.and adjusted by the National Geodetic Survey in December 1991..
 SY5434
 SY5434.The orthometric height was scaled from a topographic map.
 SY5434
 SY5434.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5434
 SY5434.The geoid height was determined by GEOID03.
 SY5434
 SY5434;                    North         East     Units Scale Factor Converg.
 SY5434;SPC WA N     -    83,668.856   360,164.842   MT  0.99996420   -1 23 17.7
 SY5434;SPC WA N     -   274,503.57  1,181,640.82   sFT  0.99996420   -1 23 17.7
 SY5434;UTM  10      - 5,287,147.410   522,644.482   MT  0.99960630   +0 13 24.7
 SY5434
 SY5434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5434!SPC WA N     -   0.99998140  x   0.99996420  =   0.99994560
 SY5434!UTM  10      -   0.99998140  x   0.99960630  =   0.99958771
 SY5434
 SY5434                          SUPERSEDED SURVEY CONTROL
 SY5434
 SY5434  NAD 83(1986)-  47 44 14.28791(N)    122 41 52.68483(W) AD(       ) 2
 SY5434  NAD 27      -  47 44 14.94100(N)    122 41 48.14200(W) AD(       ) 2
 SY5434
 SY5434.Superseded values are not recommended for survey control.
 SY5434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5434.See file dsdata.txt to determine how the superseded data were derived.
 SY5434
 SY5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2264487147(NAD 83)
 SY5434
 SY5434  HISTORY     - Date     Condition        Report By
 SY5434  HISTORY     - 1955     MONUMENTED       CGS
 SY5434  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5434
 SY5434                          STATION DESCRIPTION
 SY5434
 SY5434'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5434'RECOVERED IN GOOD CONDITION.  LOCATED ON THE BANGOR NAVAL
 SY5434'AMMUNITION DEPOT IN THE NORTHEAST SECTION OF THE DEPOT.
 SY5434'
 SY5434'THE STATION IS A 4-LEGGED POLE LOOKOUT TOWER (UNMANNED), ABOUT 200
 SY5434'FEET EAST-SOUTHEAST OF THE INTERSECTION OF TULAGI ROAD AND TINIAN
 SY5434'ROAD.  THE TOWER IS ABOUT 90 FEET HIGH AND IT IS NOT IN GOOD
 SY5434'REPAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5424 ***********************************************************************
 SY5424  DESIGNATION -  BANGOR WAREHOUSE W GABLE CHIM
 SY5424  PID         -  SY5424
 SY5424  STATE/COUNTY-  WA/KITSAP
 SY5424  USGS QUAD   -  POULSBO (1981)
 SY5424
 SY5424                         *CURRENT SURVEY CONTROL
 SY5424  ___________________________________________________________________
 SY5424* NAD 83(1991)-  47 43 16.87317(N)    122 44 48.69724(W)     ADJUSTED  
 SY5424* NAVD 88     -                                                        
 SY5424  ___________________________________________________________________
 SY5424  LAPLACE CORR-         -14.49  (seconds)                    DEFLEC99
 SY5424  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 SY5424
 SY5424  HORZ ORDER  -  THIRD
 SY5424
 SY5424.The horizontal coordinates were established by classical geodetic methods
 SY5424.and adjusted by the National Geodetic Survey in December 1991..
 SY5424
 SY5424
 SY5424.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5424
 SY5424.The geoid height was determined by GEOID03.
 SY5424
 SY5424;                    North         East     Units Scale Factor Converg.
 SY5424;SPC WA N     -    81,986.122   356,454.776   MT  0.99996607   -1 25 28.8
 SY5424;SPC WA N     -   268,982.80  1,169,468.71   sFT  0.99996607   -1 25 28.8
 SY5424;UTM  10      - 5,285,361.625   518,984.534   MT  0.99960443   +0 11 14.3
 SY5424
 SY5424                          SUPERSEDED SURVEY CONTROL
 SY5424
 SY5424  NAD 83(1986)-  47 43 16.86983(N)    122 44 48.70347(W) AD(       ) 4
 SY5424  NAD 27      -  47 43 17.53600(N)    122 44 44.13200(W) AD(       ) 3
 SY5424
 SY5424.Superseded values are not recommended for survey control.
 SY5424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5424.See file dsdata.txt to determine how the superseded data were derived.
 SY5424
 SY5424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1898585362(NAD 83)
 SY5424
 SY5424  HISTORY     - Date     Condition        Report By
 SY5424  HISTORY     - UNK      MONUMENTED
 SY5424  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5424  HISTORY     - 19960311 MARK NOT FOUND   USPSQD
 SY5424  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY5424
 SY5424                          STATION DESCRIPTION
 SY5424
 SY5424'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5424'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON
 SY5424'THE EAST SHORE OF HOOD CANAL, AT THE SMALL COMMUNITY OF BANGOR.
 SY5424'
 SY5424'THE STATION IS A SMALL, CONCRETE BLOCK CHIMNEY LOCATED AT THE
 SY5424'WEST GABLE OF A LARGE UNPAINTED BOAT STORAGE BUILDING.  IT IS
 SY5424'ACROSS THE STREET (WEST OF) THE FORMER POST OFFICE AT BANGOR.
 SY5424
 SY5424                          STATION RECOVERY (1996)
 SY5424
 SY5424'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5424'MARK NOT FOUND.
 SY5424
 SY5424                          STATION RECOVERY (2001)
 SY5424
 SY5424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5424'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0705 ***********************************************************************
 SW0705  DESIGNATION -  BANK
 SW0705  PID         -  SW0705
 SW0705  STATE/COUNTY-  WA/GRANT
 SW0705  USGS QUAD   -  GEORGE (1978)
 SW0705
 SW0705                         *CURRENT SURVEY CONTROL
 SW0705  ___________________________________________________________________
 SW0705* NAD 83(1991)-  47 06 02.29981(N)    119 48 59.98776(W)     ADJUSTED  
 SW0705* NAVD 88     -       379.432  (meters)    1244.85   (feet)  ADJUSTED  
 SW0705  ___________________________________________________________________
 SW0705  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 SW0705  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 SW0705  DYNAMIC HT  -         379.456 (meters)    1244.93  (feet)  COMP
 SW0705  MODELED GRAV-     980,666.2   (mgal)                       NAVD 88
 SW0705
 SW0705  HORZ ORDER  -  SECOND
 SW0705  VERT ORDER  -  SECOND    CLASS 0
 SW0705
 SW0705.The horizontal coordinates were established by classical geodetic methods
 SW0705.and adjusted by the National Geodetic Survey in December 1991..
 SW0705
 SW0705.The orthometric height was determined by differential leveling
 SW0705.and adjusted by the National Geodetic Survey in June 1991..
 SW0705
 SW0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0705
 SW0705.The geoid height was determined by GEOID03.
 SW0705
 SW0705.The dynamic height is computed by dividing the NAVD 88
 SW0705.geopotential number by the normal gravity value computed on the
 SW0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0705.degrees latitude (g = 980.6199 gals.).
 SW0705
 SW0705.The modeled gravity was interpolated from observed gravity values.
 SW0705
 SW0705;                    North         East     Units Scale Factor Converg.
 SW0705;SPC WA S     -   196,665.478   551,871.210   MT  0.99995508   +0 29 46.9
 SW0705;SPC WA S     -   645,226.66  1,810,597.46   sFT  0.99995508   +0 29 46.9
 SW0705;UTM  11      - 5,220,197.782   286,270.190   MT  1.00016146   -2 03 50.9
 SW0705
 SW0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0705!SPC WA S     -   0.99994377  x   0.99995508  =   0.99989885
 SW0705!UTM  11      -   0.99994377  x   1.00016146  =   1.00010522
 SW0705
 SW0705|---------------------------------------------------------------------|
 SW0705| PID    Reference Object                     Distance      Geod. Az  |
 SW0705|                                                           dddmmss.s |
 SW0705| SW0704 BANK RM 1                            10.517 METERS 22214     |
 SW0705| SW1563 GEORGE 2                            APPROX. 3.3 KM 2401419.5 |
 SW0705| SW0706 BANK RM 2                             5.475 METERS 34222     |
 SW0705|---------------------------------------------------------------------|
 SW0705
 SW0705                          SUPERSEDED SURVEY CONTROL
 SW0705
 SW0705  NAD 83(1986)-  47 06 02.30827(N)    119 48 59.97579(W) AD(       ) 2
 SW0705  NAD 27      -  47 06 02.82330(N)    119 48 55.80580(W) AD(       ) 2
 SW0705  NGVD 29 (??/??/92)  378.305  (m)         1241.16   (f) ADJ UNCH    2 0
 SW0705
 SW0705.Superseded values are not recommended for survey control.
 SW0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0705.See file dsdata.txt to determine how the superseded data were derived.
 SW0705
 SW0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN8627020198(NAD 83)
 SW0705_MARKER: DS = TRIANGULATION STATION DISK
 SW0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0705_STAMPING: BANK 1958
 SW0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0705
 SW0705  HISTORY     - Date     Condition        Report By
 SW0705  HISTORY     - 1958     MONUMENTED       CGS
 SW0705  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SW0705  HISTORY     - 1967     GOOD             NGS
 SW0705  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SW0705  HISTORY     - 1976     GOOD             NGS
 SW0705  HISTORY     - 19870507 MARK NOT FOUND   USPSQD
 SW0705
 SW0705                          STATION DESCRIPTION
 SW0705
 SW0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SW0705'THE STATION IS LOCATED ON THE WEST BANK OF A CANAL, 10 MILES
 SW0705'SOUTH-SOUTHEAST OF QUINCY, ABOUT 27-1/2 MILES WEST-SOUTHWEST OF
 SW0705'MOSES LAKE AND 0.25 MILE SOUTHEAST OF THE EAST JUNCTION OF
 SW0705'U.S. HIGHWAY 10 AND STATE HIGHWAY 7.
 SW0705'
 SW0705'TO REACH THE STATION FROM THE EAST JUNCTION OF U.S. HIGHWAY 10
 SW0705'AND STATE HIGHWAY 7, WHICH IS 0.25 MILE EAST OF MURPHYS CORNER
 SW0705'CAFE AND SERVICE STATION, DRIVE EAST ON U.S. HIGHWAY 10 FOR 0.45
 SW0705'MILE TO A SIDE ROAD AND CANAL ON THE RIGHT.  TURN RIGHT AND DRIVE
 SW0705'SOUTHWEST AND SOUTH ON THE GRAVELED ROAD ALONG THE EAST BANK OF
 SW0705'THE CANAL FOR 0.25 MILE TO A FARM HOUSE ABOUT 150 FEET SOUTH AND
 SW0705'THE STATION ACROSS THE CANAL ON THE RIGHT.
 SW0705'
 SW0705'THE STATION MARK IS A STANDARD DISK, STAMPED BANK 1958, SET IN THE
 SW0705'TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS ABOUT
 SW0705'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 7 FEET WEST OF THE
 SW0705'WEST BANK OF THE CANAL AND 3.5 FEET EAST OF A WHITE WITNESS POST.
 SW0705'
 SW0705'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BANK NO 1 1958, SET
 SW0705'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS
 SW0705'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 32 FEET
 SW0705'SOUTHWEST OF THE WHITE WITNESS POST AND 4 FEET NORTH OF THE NORTH
 SW0705'BANK OF THE CANAL.
 SW0705'
 SW0705'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BANK NO 2 1958, SET
 SW0705'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS
 SW0705'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 18 FEET
 SW0705'NORTH OF THE WHITE WITNESS POST AND 15 FEET WEST OF THE WEST BANK
 SW0705'OF THE CANAL.
 SW0705
 SW0705                          STATION RECOVERY (1967)
 SW0705
 SW0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW0705'THE STATION IS 2.7 MILES NORTHEAST OF THE INTERCHANGE AT GEORGE,
 SW0705'2.2 MILES WEST OF ADAMS ROAD OVERPASS AND 1/4 MILE SOUTH OF
 SW0705'INTERSTATE HIGHWAY 90.
 SW0705'
 SW0705'THE STATION MARK, STAMPED BANK 1958, IS A STANDARD DISK SET IN A
 SW0705'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS ABOUT 50 YARDS
 SW0705'NORTH OF A FARM HOUSE, 2 FEET WEST OF A FENCE CORNER AND 3 FEET
 SW0705'HIGHER THAN THE ROAD.
 SW0705'
 SW0705'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 SW0705'
 SW0705'REFERENCE MARK NO. 1, STAMPED BANK NO. 1 1958, IS A STANDARD DISK
 SW0705'SET IN A SQUARE CONCRETE POST 1 INCH BELOW THE GROUND.  IT IS 36
 SW0705'FEET SOUTHWEST OF THE FENCE CORNER, 5.5 FEET SOUTHEAST OF THE
 SW0705'FENCELINE AND 3 FEET NORTHWEST OF THE EDGE OF THE CANAL BANK.
 SW0705'
 SW0705'REFERENCE MARK NO. 2, STAMPED BANK NO. 2 1958, IS A STANDARD DISK
 SW0705'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 7-1/2
 SW0705'FEET WEST OF THE FENCE AND ON THE SOUTHEAST EDGE OF A SMALL DITCH.
 SW0705'
 SW0705'TO REACH THE STATION FROM THE INTERCHANGE AT GEORGE GO NORTHEAST
 SW0705'ON INTERSTATE HIGHWAY 90 FOR 2.8 MILES TO A ROAD RIGHT ALONG THE
 SW0705'EAST SIDE OF THE CANAL, 0.15 MILE BEFORE REACHING COUNTY ROAD
 SW0705'O-NW, TURN RIGHT AND GO SOUTH ON THE TRACK ROAD ALONG THE CANAL
 SW0705'FOR 0.25 MILE TO A CURVE TO THE RIGHT, A BEND IN THE CANAL, A
 SW0705'FENCE CORNER AND THE STATION ON THE RIGHT ACROSS THE 4 FOOT WIDE
 SW0705'CANAL.
 SW0705
 SW0705                          STATION RECOVERY (1967)
 SW0705
 SW0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SW0705'2.8 MI NE FROM GEORGE.
 SW0705'2.8 MILES NORTHEAST OF THE GEORGE INTERCHANGE, 0.1 MILE WEST OF COUNTY
 SW0705'ROAD O-SW, 1/4 MILE SOUTH ALONG THE EAST SIDE OF AN IRRIGATION CANAL
 SW0705'FROM INTERSTATE HIGHWAY 90, AT A CURVE IN THE ROAD, A BEND IN THE
 SW0705'CANAL, A FENCE CORNER AND THE MARK ON THE RIGHT ACROSS THE 4 FOOT WIDE
 SW0705'CANAL, THE MARK IS ABOUT 50 YARDS NORTH OF A HOUSE, 2 FEET WEST OF A
 SW0705'FENCE CORNER AND 3 FEET HIGHER THAN THE ROAD.  A METAL WITNESS POST
 SW0705'WAS SET 1 FOOT SOUTH OF THE MARK.
 SW0705
 SW0705                          STATION RECOVERY (1976)
 SW0705
 SW0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SW0705'THE STATION MARK AND BOTH THE REFERENCE MARKS WERE RECOVERED IN
 SW0705'APPARENTLY GOOD CONDITION ALTHOUGH THE MEASUREMENT TO REFERENCE
 SW0705'MARK NO. 1 IS 10 MILLIMETERS LONGER, TO REFERENCE MARK NO. 2, 34
 SW0705'MILLIMETERS LONGER AND THE ANGLE BETWEEN THE MARKS IS THREE
 SW0705'MINUTES LARGER THAN THOSE OBTAINED IN 1958.  MARKS SHOW NO VISIBLE
 SW0705'EVIDENCE OF MOVEMENT.
 SW0705'
 SW0705'THE STATION IS 2.7 MILES NORTHEAST OF THE INTERCHANGE AT GEORGE,
 SW0705'2.2 MILES WEST OF ADAMS ROAD AND ABOUT 1/4 MILE SOUTH OF INTERSTATE
 SW0705'HIGHWAY 90.  ON PROPERTY OWNED BY MR. FRED STROH AND ABOUT 50 YARDS
 SW0705'NORTH OF THE NORTHEAST CORNER OF MR. STROHS FARMYARD.
 SW0705'
 SW0705'TO REACH FROM THE INTERSTATE HIGHWAY 90 INTERCHANGE AT GEORGE,
 SW0705'GO NORTHEAST ON INTERSTATE HIGHWAY 90 FOR 2 MILES TO THE EPHRATA
 SW0705'EXIT, LEAVE THE FREEWAY AND FOLLOW THE FARM TO MARKET ROAD ALONG
 SW0705'THE SOUTH SIDE OF THE FREEWAY EAST FOR 0.7 MILE TO A ROAD RIGHT
 SW0705'WHICH RUNS SOUTHERLY ALONG THE EAST SIDE OF AN IRRIGATION DITCH
 SW0705'(THIS ROAD IS 0.15 MILE WEST OF COUNTY ROAD O-NW), TURN RIGHT
 SW0705'AND GO SOUTH 0.25 MILE TO A CURVE TO THE RIGHT, A BEND IN THE
 SW0705'CANAL AND THE STATION ON THE RIGHT, ACROSS THE IRRIGATION
 SW0705'CANAL.
 SW0705'
 SW0705'THE STATION MARK, STAMPED BANK 1958, IS A STANDARD DISK SET IN A
 SW0705'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND, ABOUT 50 YARDS
 SW0705'NORTH OF THE NORTHEAST CORNER OF THE FARMYARD, 12 FEET WEST OF
 SW0705'THE WEST EDGE OF THE IRRIGATION CANAL, 1 FOOT NORTH OF A METAL
 SW0705'WITNESS POST AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 SW0705'
 SW0705'REFERENCE MARK NO. 1, STAMPED BANK NO 1 1958, IS A STANDARD DISK
 SW0705'SET IN A SQUARE CONCRETE POST 4 INCHES BELOW GROUND AND 3 FEET
 SW0705'NORTHWEST OF THE UPPER EDGE OF THE CANAL.
 SW0705'
 SW0705'REFERENCE MARK NO. 2, STAMPED BANK NO 2 1958, IS A STANDARD DISK
 SW0705'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ON THE
 SW0705'NORTHWEST SIDE AND IS FLUSH WITH THE GROUND ON THE SOUTHEAST
 SW0705'SIDE.  THIS MARK IS ON THE EDGE OF THE CULTIVATED HAY FIELD.
 SW0705'
 SW0705'GEORGE MUN TANK, OR ANY OF THE STATIONS SHOWN IN THE BOX SCORE
 SW0705'WILL SERVE AS AN AZIMUTH MARK.
 SW0705'
 SW0705'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SW0705'2.7 MILES NORTHEAST OF GEORGE.
 SW0705
 SW0705                          STATION RECOVERY (1976)
 SW0705
 SW0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SW0705'THE MARK IS ABOUT 2.8 MILES NORTHEAST OF GEORGE, 2.2 MILES WEST OF
 SW0705'ADAMS ROAD, 0.2 MILE SOUTH OF INTERSTATE HIGHWAY 90, 50 YARDS NORTH
 SW0705'OF THE NORTHEAST CORNER OF MR. STROHS FARMYARD, 12 FEET WEST OF THE
 SW0705'WEST EDGE OF AN IRRIGATION DITCH, 1 FOOT NORTH OF A METAL WITNESS
 SW0705'POST AND ABOUT 3 FEET HIGHER THAN THE ROAD ALONG THE CANAL, A
 SW0705'STANDARD DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 SW0705'REACHED FROM THE INTERSECTION OF THE FRONTAGE ROAD ALONG THE SOUTH
 SW0705'SIDE OF INTERSTATE HIGHWAY 90 AND COUNTY ROAD O-NW (2 MILES WEST OF
 SW0705'ADAMS ROAD), BY GOING WEST ALONG THE FRONTAGE ROAD 0.15 MILE, THEN
 SW0705'SOUTH ON THE TRACK ROAD ALONG THE EAST SIDE OF AN IRRIGATION CANAL
 SW0705'FOR 0.25 MILE TO A CURVE TO THE RIGHT, A BEND IN THE CANAL AND THE
 SW0705'MARK ON THE RIGHT, ACROSS THE CANAL.
 SW0705
 SW0705                          STATION RECOVERY (1987)
 SW0705
 SW0705'RECOVERY NOTE BY US POWER SQUADRON 1987 (MEH)
 SW0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1819 ***********************************************************************
 TR1819  DESIGNATION -  BANK
 TR1819  PID         -  TR1819
 TR1819  STATE/COUNTY-  WA/WHATCOM
 TR1819  USGS QUAD   -  FERNDALE (1994)
 TR1819
 TR1819                         *CURRENT SURVEY CONTROL
 TR1819  ___________________________________________________________________
 TR1819* NAD 83(1991)-  48 45 50.20893(N)    122 30 55.55637(W)     ADJUSTED  
 TR1819* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1819  ___________________________________________________________________
 TR1819  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 TR1819  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TR1819
 TR1819  HORZ ORDER  -  THIRD
 TR1819
 TR1819.The horizontal coordinates were established by classical geodetic methods
 TR1819.and adjusted by the National Geodetic Survey in December 1991..
 TR1819
 TR1819.The orthometric height was scaled from a topographic map.
 TR1819
 TR1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1819
 TR1819.The geoid height was determined by GEOID03.
 TR1819
 TR1819;                    North         East     Units Scale Factor Converg.
 TR1819;SPC WA N     -   197,479.228   376,346.323   MT  1.00000590   -1 15 08.5
 TR1819;SPC WA N     -   647,896.43  1,234,729.56   sFT  1.00000590   -1 15 08.5
 TR1819;UTM  10      - 5,401,328.659   535,609.635   MT  0.99961558   +0 21 51.8
 TR1819
 TR1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1819!SPC WA N     -   1.00000304  x   1.00000590  =   1.00000894
 TR1819!UTM  10      -   1.00000304  x   0.99961558  =   0.99961862
 TR1819
 TR1819|---------------------------------------------------------------------|
 TR1819| PID    Reference Object                     Distance      Geod. Az  |
 TR1819|                                                           dddmmss.s |
 TR1819| CF7538 BANK RM                              31.360 METERS 01202     |
 TR1819| TR1817 BELLINGHAM MEANDER CORNER           APPROX. 0.6 KM 1145552.9 |
 TR1819| TR1016 BELLINGHAM MT BAKER THEATRE TR      APPROX. 3.1 KM 1152302.0 |
 TR1819| TR1017 BELLINGHAM UPTOWN TANK              APPROX. 2.9 KM 1180052.6 |
 TR1819| TR0990 BELLINGHAM HERALD SIGN LET A        APPROX. 3.2 KM 1242639.4 |
 TR1819| TR1013 BELLINGHAM WHAT FAL MILL BURN       APPROX. 2.0 KM 1242632.5 |
 TR1819| TR0989 BELLINGHAM WHATCOM CREEK WATERWAY S APPROX. 2.8 KM 1283306.3 |
 TR1819| TR0994 BELLINGHAM MORRISON MILL STACK      APPROX. 2.6 KM 1305330.6 |
 TR1819| TR0997 BELLINGHAM BLOEDEL DONOVAN STACK    APPROX. 3.1 KM 1470958.4 |
 TR1819| TR0995 BELLINGHAM BLOEDEL DONOVAN BURNER   APPROX. 3.2 KM 1490404.3 |
 TR1819| TR1868 BELLINGHAM WOODS MILL STACK         APPROX. 3.7 KM 1653142.3 |
 TR1819| TR1870 SOUTH BELLINGHAM BURNER             APPROX. 4.7 KM 1714251.0 |
 TR1819| TR1813 BELLINGHAM GRAIN ELEV SE CHIM       APPROX. 0.8 KM 3072507.7 |
 TR1819| TR1814 BELLINGHAM MIDDLE CEMENT STACK      APPROX. 0.8 KM 3075724.3 |
 TR1819| TR1812 BELLINGHAM NORTH CEMENT STACK       APPROX. 0.8 KM 3083015.4 |
 TR1819| TR1818 BELLINGHAM OESER CEDAR CO CHIM      APPROX. 0.6 KM 3522527.8 |
 TR1819|---------------------------------------------------------------------|
 TR1819
 TR1819                          SUPERSEDED SURVEY CONTROL
 TR1819
 TR1819  NAD 83(1986)-  48 45 50.21100(N)    122 30 55.55769(W) AD(       ) 3
 TR1819  NAD 27      -  48 45 50.81500(N)    122 30 50.94600(W) AD(       ) 3
 TR1819
 TR1819.Superseded values are not recommended for survey control.
 TR1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1819.See file dsdata.txt to determine how the superseded data were derived.
 TR1819
 TR1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3561001329(NAD 83)
 TR1819_MARKER: DS = TRIANGULATION STATION DISK
 TR1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TR1819
 TR1819  HISTORY     - Date     Condition        Report By
 TR1819  HISTORY     - 1927     MONUMENTED       CGS
 TR1819  HISTORY     - 1950     MARK NOT FOUND   CGS
 TR1819  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR1819
 TR1819                          STATION DESCRIPTION
 TR1819
 TR1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1819'ON TOP OF HIGH BANK LEFT BY RAILROAD CUT JUST S OF RAILROAD
 TR1819'TRESTLE, 1/2 MILE S OF CEMENT PLANT (3 STACKS).  STATION IS NEAR
 TR1819'THE SOUTHERN END OF BANK 7 METERS FROM RAILROAD CUT AND 2.5 METERS
 TR1819'FROM OUTER EDGE OF BANK.
 TR1819'
 TR1819'THE REFERENCE MARK IS DIRECTLY ACROSS THE RAILROAD TEN PACES FROM
 TR1819'EDGE OF CUT AND ON A FENCE LINE.
 TR1819'
 TR1819'STATION AND REFERENCE MARK ARE STANDARD BRONZE DISKS SET IN THE
 TR1819'TOPS OF CONCRETE CYLINDERS.
 TR1819
 TR1819                          STATION RECOVERY (1950)
 TR1819
 TR1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1819'STATION WAS NOT RECOVERED.  A THOROUGH SEARCH OF THE AREA IN WHICH
 TR1819'THE STATION WAS LOCATED REVEALS THE FACT THAT THE KNOLL MENTIONED IN
 TR1819'THE DESCRIPTION HAS BEEN GRADED TO A CONSIDERABLE DEPTH AND THE MARK
 TR1819'HAS PROBABLY BEEN DUG OUT.  THE REFERENCE MARK WAS RECOVERED.  A
 TR1819'DESCRIPTION FOLLOWS--
 TR1819'
 TR1819'REFERENCE MARK IS LOCATED IN THE NW PORTION OF BELLINGHAM, ON
 TR1819'ELDRIDGE AVENUE, ALSO KNOWN AS MARINE DRIVE (MARIETTA ROAD), ON
 TR1819'THE SW SIDE OF ELDRIDGE AVENUE BETWEEN THE ROAD AND THE GREAT
 TR1819'NORTHERN RAILWAY, IN THE CENTER OF THE VACANT LOT BETWEEN NUMBERS
 TR1819'3115 AND 3107 ELDRIDGE, 18.8 METERS SE OF THE BOUNDARY FENCE OF 3115,
 TR1819'19.0 METERS WNW OF THE BOUNDARY FENCE OF 3107, 9.0 METERS NE OF THE
 TR1819'EDGE OF THE BLUFF AT THE RAILWAY CUT, 7.2 METERS WSW OF A CHERRY
 TR1819'TREE, AND 6.2 METERS NNE OF A PEAR TREE.  IT IS A STANDARD REFERENCE
 TR1819'DISK, NOT STAMPED, AND IS SET IN THE TOP OF A TILE PIPE WHICH
 TR1819'PROJECTS 4 INCHES.
 TR1819'
 TR1819'STACK, SUGAR REFINERY IN THE 1927 DESCRIPTION IS OESER CEDAR CO.,
 TR1819'STACK.
 TR1819
 TR1819                          STATION RECOVERY (1952)
 TR1819
 TR1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR1819'LETTER OF S.B. GRENELL, SUPVR., NW DISTRICT, SEATTLE, WASH., DATED
 TR1819'AUGUST 13, 1952--
 TR1819'
 TR1819'THE REFERENCE MARK WAS FOUND DISTURBED, PROBABLY BY A BULL DOZER
 TR1819'DURING GRADING OPERATIONS.  THE TOP OF THE TILE AND CONCRETE
 TR1819'MONUMENT IS BROKEN OFF AND RESTING LOOSELY ON THE BASE.  THE MARK WAS
 TR1819'REMOVED.
 TR1819'
 TR1819'REFERENCE MARK DISK UNSTAMPED RECEIVED AT THIS OFFICE 9/3/52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1188 ***********************************************************************
 SW1188  DESIGNATION -  BANK 1934
 SW1188  PID         -  SW1188
 SW1188  STATE/COUNTY-  WA/FERRY
 SW1188  USGS QUAD   -  LINCOLN (1985)
 SW1188
 SW1188                         *CURRENT SURVEY CONTROL
 SW1188  ___________________________________________________________________
 SW1188* NAD 83(1991)-  47 50 44.40478(N)    118 25 44.80068(W)     ADJUSTED  
 SW1188* NAVD 88     -       526.2    (meters)    1726.     (feet)  VERTCON   
 SW1188  ___________________________________________________________________
 SW1188  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 SW1188  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 SW1188
 SW1188  HORZ ORDER  -  SECOND
 SW1188
 SW1188.The horizontal coordinates were established by classical geodetic methods
 SW1188.and adjusted by the National Geodetic Survey in December 1991..
 SW1188
 SW1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1188
 SW1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1188
 SW1188.The geoid height was determined by GEOID03.
 SW1188
 SW1188;                    North         East     Units Scale Factor Converg.
 SW1188;SPC WA N     -    96,833.448   679,912.740   MT  0.99995349   +1 47 24.0
 SW1188;SPC WA N     -   317,694.40  2,230,680.38   sFT  0.99995349   +1 47 24.0
 SW1188;UTM  11      - 5,300,135.738   393,078.243   MT  0.99974048   -1 03 34.4
 SW1188
 SW1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1188!SPC WA N     -   0.99992055  x   0.99995349  =   0.99987404
 SW1188!UTM  11      -   0.99992055  x   0.99974048  =   0.99966105
 SW1188
 SW1188:                Primary Azimuth Mark                     Grid Az
 SW1188:SPC WA N     -  COYOTE 1934                              087 36 42.3
 SW1188:UTM  11      -  COYOTE 1934                              090 27 40.7
 SW1188
 SW1188|---------------------------------------------------------------------|
 SW1188| PID    Reference Object                     Distance      Geod. Az  |
 SW1188|                                                           dddmmss.s |
 SW1188| SW1199 COYOTE 1934                         APPROX. 1.1 KM 0892406.3 |
 SW1188|---------------------------------------------------------------------|
 SW1188
 SW1188                          SUPERSEDED SURVEY CONTROL
 SW1188
 SW1188  NAD 83(1986)-  47 50 44.41525(N)    118 25 44.79732(W) AD(       ) 2
 SW1188  NAD 27      -  47 50 44.86000(N)    118 25 40.82400(W) AD(       ) 2
 SW1188  NGVD 29 (07/19/86)  525.0    (m)         1722.     (f) VERT ANG       
 SW1188
 SW1188.Superseded values are not recommended for survey control.
 SW1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1188.See file dsdata.txt to determine how the superseded data were derived.
 SW1188
 SW1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP9307800136(NAD 83)
 SW1188_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1188_SETTING: 66 = SET IN ROCK OUTCROP
 SW1188_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1188
 SW1188  HISTORY     - Date     Condition        Report By
 SW1188  HISTORY     - 1934     MONUMENTED       BOR
 SW1188  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1188
 SW1188                          STATION DESCRIPTION
 SW1188
 SW1188'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1188'APPROXIMATELY 3 MILES NW OF PEACH, IN NE 1/4 SEC. 17, T. 27, R. 35,
 SW1188'NEAR TOP OF STEEP GRAVEL SLOPE ON W EDGE OF LARGE DRAW, ABOUT 200
 SW1188'FEET S OF GRANITE HILL.
 SW1188'
 SW1188'TO REACH STATION BY CAR FROM W. LINCOLN FERRY LANDING, TAKE FIRST
 SW1188'LEFT FORK, THROUGH GATE AT 0.1.  0.4, THROUGH GATE.  THEN THROUGH
 SW1188'GROUP OF TREES.  0.9 THROUGH GATE AND FOLLOW WINDING ROAD ACROSS
 SW1188'MEADOW.  1.0 TAKE LEFT FORK.  1.3, TAKE LEFT FORK.  1.7 THROUGH
 SW1188'GATE.  1.9, GO RIGHT UP SMALL DRAW TO BENCH.  2.2 THROUGH GATE
 SW1188'AND CONTINUE UP HILL.  2.4 THROUGH GATE.  2.65, TAKE LEFT FORK
 SW1188'AND CONTINUE AHEAD.  3.0 CROSS ROADS, STRAIGHT AHEAD.  3.5
 SW1188'THROUGH GATE.  4.3 THROUGH GATE AND DOWN LANE.  4.5 CROSS
 SW1188'SHORT STEEP DRAW AND PASS FARMHOUSE.  4.6, TAKE RIGHT FORK
 SW1188'ACROSS FIELD.  4.9, RIGHT ON OLD ROAD.  5.2 CROSS DRAW, THROUGH
 SW1188'GATE.  5.3, RIGHT UP HILL.  5.4, THROUGH GATE.  LEFT FORK
 SW1188'BEYOND.  5.5, SHARP RIGHT ALONG FIELD.  5.8, TOP OF BENCH,
 SW1188'CROSS FIELD TOWARD ROCKS.  6.2 GAP IN ROCKS, STRAW STACK,
 SW1188'CORRAL.  PASS CORRAL AND KEEP RIGHT ON CONTOUR.  6.4 CROSS
 SW1188'FENCE.  6.5 PASS ABOVE DRAW.  6.6 LEAVE CAR.  FOLLOW BENCH
 SW1188'1-3/4 MILES W TO STATION.
 SW1188'
 SW1188'STATION MARK IS SET ACCORDING TO NOTE 3.
 SW1188'
 SW1188'HEIGHT OF STAND ABOVE STATION MARK - 2.86 METERS.
 SW1188
 SW1188                          STATION RECOVERY (1947)
 SW1188
 SW1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1188'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1934 DESCRIPTION
 SW1188'BY THE U.S.B.R. ON HOW TO REACH THE STATION BY TRUCK IS NO LONGER
 SW1188'APPLICABLE.  A NEW DESCRIPTION IS SUBMITTED--
 SW1188'
 SW1188'STATION IS LOCATED ABOUT 5 MILES N (AIR LINE) OF THE MOUTH OF
 SW1188'THE SPOKANE RIVER, ABOUT 2 MILES NW OF LINCOLN MILL ON THE N SIDE
 SW1188'OF ROOSEVELT LAKE, IN NE 1/4 SEC. 17, T. 27 N., R. 35 E. WM,
 SW1188'NEAR THE TOP OF A STEEP GRAVEL SLOPE ON THE W EDGE OF A LARGE
 SW1188'DRAW, AT THE FOOT OF AND ABOUT 200 FEET S OF A HIGH GRANITE
 SW1188'HILL.  OPPOSITE AND ACROSS THE LAKE IS A HIGH BASALT ESCARPMENT,
 SW1188'AT THE FOOT AND TO THE NE OF THIS ESCARPMENT IS A LARGE GRANITE
 SW1188'LEDGE WITH A GRASSY BENCH ON EACH SIDE OF IT.
 SW1188'
 SW1188'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK, SET
 SW1188'ACCORDING TO NOTE 1A, STAMPED BANK 1934, AND IS SET FLUSH WITH
 SW1188'THE GROUND.  A WOODEN STAND MARKS THE STATION SITE.
 SW1188'
 SW1188'THIS STATION IS BEST REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0704 ***********************************************************************
 SW0704  DESIGNATION -  BANK RM 1
 SW0704  PID         -  SW0704
 SW0704  STATE/COUNTY-  WA/GRANT
 SW0704  USGS QUAD   -  GEORGE (1978)
 SW0704
 SW0704                         *CURRENT SURVEY CONTROL
 SW0704  ___________________________________________________________________
 SW0704* NAD 83(1986)-  47 06 01.     (N)    119 48 59.     (W)     SCALED    
 SW0704* NAVD 88     -       379.176  (meters)    1244.01   (feet)  ADJUSTED  
 SW0704  ___________________________________________________________________
 SW0704  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 SW0704  DYNAMIC HT  -         379.200 (meters)    1244.09  (feet)  COMP
 SW0704  MODELED GRAV-     980,666.2   (mgal)                       NAVD 88
 SW0704
 SW0704  VERT ORDER  -  SECOND    CLASS 0
 SW0704
 SW0704.The horizontal coordinates were scaled from a topographic map and have
 SW0704.an estimated accuracy of +/- 6 seconds.
 SW0704
 SW0704.The orthometric height was determined by differential leveling
 SW0704.and adjusted by the National Geodetic Survey in June 1991..
 SW0704
 SW0704.The geoid height was determined by GEOID03.
 SW0704
 SW0704.The dynamic height is computed by dividing the NAVD 88
 SW0704.geopotential number by the normal gravity value computed on the
 SW0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0704.degrees latitude (g = 980.6199 gals.).
 SW0704
 SW0704.The modeled gravity was interpolated from observed gravity values.
 SW0704
 SW0704;                    North         East    Units  Estimated Accuracy
 SW0704;SPC WA S     -   196,630.      551,890.      MT  (+/- 180 meters Scaled)
 SW0704
 SW0704                          SUPERSEDED SURVEY CONTROL
 SW0704
 SW0704  NGVD 29 (??/??/92)  378.049  (m)         1240.32   (f) ADJ UNCH    2 0
 SW0704
 SW0704.Superseded values are not recommended for survey control.
 SW0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0704.See file dsdata.txt to determine how the superseded data were derived.
 SW0704
 SW0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN862201(NAD 83)
 SW0704_MARKER: DR = REFERENCE MARK DISK
 SW0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0704_STAMPING: BANK NO 1 1958
 SW0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0704+STABILITY: SURFACE MOTION
 SW0704
 SW0704  HISTORY     - Date     Condition        Report By
 SW0704  HISTORY     - 1958     MONUMENTED       CGS
 SW0704  HISTORY     - 1967     GOOD             NGS
 SW0704  HISTORY     - 1976     GOOD             NGS
 SW0704  HISTORY     - 19870507 MARK NOT FOUND   USPSQD
 SW0704
 SW0704                          STATION DESCRIPTION
 SW0704
 SW0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0704'2.8 MI NE FROM GEORGE.
 SW0704'THE MARK IS 34.5 FEET SOUTHWEST OF TRIANGULATION STATION BANK, 2.8
 SW0704'MILES NORTHEAST OF THE GEORGE INTERCHANGE, 0.1 MILE WEST OF COUNTY
 SW0704'ROAD O-SW, 1/4 MILE SOUTH ALONG THE EAST SIDE OF AN IRRIGATION CANAL
 SW0704'FROM INTERSTATE HIGHWAY 90, AT A CURVE IN THE ROAD, A BEND IN THE
 SW0704'CANAL, A FENCE CORNER AND THE MARK ON THE RIGHT ACROSS THE 4 FOOT WIDE
 SW0704'CANAL.  IT IS 36 FEET SOUTHWEST OF THE FENCE CORNER, 5.5 FEET
 SW0704'SOUTHEAST OF THE FENCE LINE AND 3 FEET NORTHWEST OF THE EDGE OF THE
 SW0704'CANAL BANK, A REFERENCE MARK DISK SET IN A SQUARE CONCRETE POST ABOUT
 SW0704'1 INCH BELOW THE GROUND.
 SW0704
 SW0704                          STATION RECOVERY (1976)
 SW0704
 SW0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SW0704'THE MARK IS ABOUT 2.8 MILES NORTHEAST OF GEORGE, 2.2 MILES WEST OF
 SW0704'ADAMS ROAD, 0.2 MILE SOUTH OF INTERSTATE HIGHWAY 90, 50 YARDS NORTH
 SW0704'OF THE NORTHEAST CORNER OF MR. STROHS FARMYARD, 3 FEET NORTHWEST OF
 SW0704'THE UPPER EDGE OF. THE CANAL. A STANDARD DISK SET IN A SQUARE
 SW0704'CONCRETE POST 4 INCHES BELOW GROUND AND 34.51 FEET SOUTHWEST OF
 SW0704'TRIANGULATION STATION BANK 1958.
 SW0704
 SW0704                          STATION RECOVERY (1987)
 SW0704
 SW0704'RECOVERY NOTE BY US POWER SQUADRON 1987 (MEH)
 SW0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0706 ***********************************************************************
 SW0706  DESIGNATION -  BANK RM 2
 SW0706  PID         -  SW0706
 SW0706  STATE/COUNTY-  WA/GRANT
 SW0706  USGS QUAD   -  GEORGE (1978)
 SW0706
 SW0706                         *CURRENT SURVEY CONTROL
 SW0706  ___________________________________________________________________
 SW0706* NAD 83(1986)-  47 06 01.     (N)    119 48 59.     (W)     SCALED    
 SW0706* NAVD 88     -       379.431  (meters)    1244.85   (feet)  ADJUSTED  
 SW0706  ___________________________________________________________________
 SW0706  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 SW0706  DYNAMIC HT  -         379.455 (meters)    1244.93  (feet)  COMP
 SW0706  MODELED GRAV-     980,666.2   (mgal)                       NAVD 88
 SW0706
 SW0706  VERT ORDER  -  SECOND    CLASS 0
 SW0706
 SW0706.The horizontal coordinates were scaled from a topographic map and have
 SW0706.an estimated accuracy of +/- 6 seconds.
 SW0706
 SW0706.The orthometric height was determined by differential leveling
 SW0706.and adjusted by the National Geodetic Survey in June 1991..
 SW0706
 SW0706.The geoid height was determined by GEOID03.
 SW0706
 SW0706.The dynamic height is computed by dividing the NAVD 88
 SW0706.geopotential number by the normal gravity value computed on the
 SW0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0706.degrees latitude (g = 980.6199 gals.).
 SW0706
 SW0706.The modeled gravity was interpolated from observed gravity values.
 SW0706
 SW0706;                    North         East    Units  Estimated Accuracy
 SW0706;SPC WA S     -   196,630.      551,890.      MT  (+/- 180 meters Scaled)
 SW0706
 SW0706                          SUPERSEDED SURVEY CONTROL
 SW0706
 SW0706  NGVD 29 (??/??/92)  378.303  (m)         1241.15   (f) ADJ UNCH    2 0
 SW0706
 SW0706.Superseded values are not recommended for survey control.
 SW0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0706.See file dsdata.txt to determine how the superseded data were derived.
 SW0706
 SW0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN862201(NAD 83)
 SW0706_MARKER: DR = REFERENCE MARK DISK
 SW0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0706_STAMPING: BANK NO 2 1958
 SW0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0706+STABILITY: SURFACE MOTION
 SW0706
 SW0706  HISTORY     - Date     Condition        Report By
 SW0706  HISTORY     - 1958     MONUMENTED       CGS
 SW0706  HISTORY     - 1967     GOOD             NGS
 SW0706  HISTORY     - 1976     GOOD             NGS
 SW0706  HISTORY     - 19870508 POOR             USPSQD
 SW0706
 SW0706                          STATION DESCRIPTION
 SW0706
 SW0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0706'2.8 MI NE FROM GEORGE.
 SW0706'2.8 MILES NORTHEAST OF THE GEORGE INTERCHANGE ON INTERSTATE HIGHWAY
 SW0706'90, 0.1 MILE WEST OF COUNTY ROAD O-SW, 1/4 MILE SOUTH ALONG THE EAST
 SW0706'SIDE OF AN IRRIGATION CANAL FROM INTERSTATE HIGHWAY 90, AT A CURVE IN
 SW0706'THE ROAD, A BEND IN THE CANAL, A FENCE CORNER AND THE MARK ON THE
 SW0706'RIGHT ACROSS THE 4 FOOT WIDE CANAL, 18 FEET NORTH OF TRIANGULATION
 SW0706'STATION BANK, 7 1/2 FEET WEST OF THE FENCE AND ON THE SOUTHEAST EDGE
 SW0706'OF A SMALL DITCH, A REFERENCE MARK DISK SET IN A SQUARE CONCRETE POST
 SW0706'WHICH IS FLUSH WITH THE GROUND.
 SW0706
 SW0706                          STATION RECOVERY (1976)
 SW0706
 SW0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SW0706'THE MARK IS ABOUT 2.8 MILES NORTHEAST OF GEORGE, 2.2 MILES WEST OF
 SW0706'ADAMS ROAD, 0.2 MILE SOUTH OF INTERSTATE HIGHWAY 90, 50 YARDS NORTH
 SW0706'OF THE NORTHEAST CORNER OF MR. STROHS FARMYARD, ON THE WEST SIDE OF
 SW0706'AN IRRIGATION DITCH, 17.96 FEET NORTH-NORTHWEST OF TRIANGULATION
 SW0706'STATION BANK 1958, 46.22 FEET NORTHWEST OF BANK RM 1. A DISK SET IN A
 SW0706'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND ON THE SOUTHEAST
 SW0706'SIDE AND PROJECTS 4 INCHES ON THE NORTHWEST SIDE. MARK IS ON THE EDGE
 SW0706'OF A HAY FIELD.
 SW0706
 SW0706                          STATION RECOVERY (1987)
 SW0706
 SW0706'RECOVERY NOTE BY US POWER SQUADRON 1987 (MEH)
 SW0706'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2021 ***********************************************************************
 SY2021  DESIGNATION -  BANKS
 SY2021  PID         -  SY2021
 SY2021  STATE/COUNTY-  WA/KING
 SY2021  USGS QUAD   -  AUBURN (1994)
 SY2021
 SY2021                         *CURRENT SURVEY CONTROL
 SY2021  ___________________________________________________________________
 SY2021* NAD 83(1991)-  47 18 12.39061(N)    122 13 58.79029(W)     ADJUSTED  
 SY2021* NAVD 88     -        37.0    (meters)     121.     (feet)  VERTCON   
 SY2021  ___________________________________________________________________
 SY2021  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 SY2021  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY2021
 SY2021  HORZ ORDER  -  FIRST
 SY2021
 SY2021.The horizontal coordinates were established by classical geodetic methods
 SY2021.and adjusted by the National Geodetic Survey in December 1991..
 SY2021
 SY2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2021
 SY2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2021
 SY2021.The geoid height was determined by GEOID03.
 SY2021
 SY2021;                    North         East     Units Scale Factor Converg.
 SY2021;SPC WA N     -    34,700.211   394,152.694   MT  1.00004246   -1 02 31.5
 SY2021;SPC WA N     -   113,845.61  1,293,149.30   sFT  1.00004246   -1 02 31.5
 SY2021;SPC WA S     -   220,426.413   368,954.665   MT  0.99999330   -1 15 31.8
 SY2021;SPC WA S     -   723,182.32  1,210,478.76   sFT  0.99999330   -1 15 31.8
 SY2021;UTM  10      - 5,239,170.632   557,980.726   MT  0.99964131   +0 33 49.4
 SY2021
 SY2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2021!SPC WA N     -   0.99999776  x   1.00004246  =   1.00004022
 SY2021!SPC WA S     -   0.99999776  x   0.99999330  =   0.99999106
 SY2021!UTM  10      -   0.99999776  x   0.99964131  =   0.99963907
 SY2021
 SY2021|---------------------------------------------------------------------|
 SY2021| PID    Reference Object                     Distance      Geod. Az  |
 SY2021|                                                           dddmmss.s |
 SY2021| CE3346 BANKS RM 1                           10.605 METERS 07430     |
 SY2021| SY2077 GN 158 K CO 1973                    387.086 METERS 09924     |
 SY2021| SY2081 GM 131 K CO 1972                    453.517 METERS 1703221.6 |
 SY2021| CE3347 BANKS RM 2                           42.126 METERS 26332     |
 SY2021|---------------------------------------------------------------------|
 SY2021
 SY2021                          SUPERSEDED SURVEY CONTROL
 SY2021
 SY2021  NAD 83(1986)-  47 18 12.38354(N)    122 13 58.80260(W) AD(       ) 1
 SY2021  NAD 27      -  47 18 13.02111(N)    122 13 54.37082(W) AD(       ) 1
 SY2021  NGVD 29 (07/19/86)   35.9    (m)          118.     (f) VERT ANG       
 SY2021
 SY2021.Superseded values are not recommended for survey control.
 SY2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2021.See file dsdata.txt to determine how the superseded data were derived.
 SY2021
 SY2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5798139171(NAD 83)
 SY2021_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY2021
 SY2021  HISTORY     - Date     Condition        Report By
 SY2021  HISTORY     - 1972     MONUMENTED       NGS
 SY2021  HISTORY     - 1973     GOOD             NGS
 SY2021  HISTORY     - 19830331 MARK NOT FOUND   WADT
 SY2021  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY2021
 SY2021                          STATION DESCRIPTION
 SY2021
 SY2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2021'GUARD RAIL ON LINE BETWEEN REFERENCE MARKS.
 SY2021'
 SY2021'THE STATION IS LOCATED IN THE NORTHWEST PART OF AUBURN, ON THE
 SY2021'SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 18.  IT IS JUST WEST OF AN
 SY2021'OVERPASS WHICH CROSSES OVER C ST SW.  IT IS IN THE SE 1/4 SEC 13,
 SY2021'T 21 N, R 4 E.
 SY2021'
 SY2021'THE STATION MARK IS A STANDARD DISK STAMPED BANKS 1972.  IT IS
 SY2021'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SY2021'IS FLUSH WITH THE GROUND SURFACE.  IT IS 33 FEET WEST-SOUTHWEST
 SY2021'OF THE SOUTHWEST ABUTMENT OF BRIDGE NUMBER 18-9 WHICH CROSSES OVER
 SY2021'C ST SW, 22-1/2 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 18
 SY2021'AND 3.1 FEET NORTHWEST OF A METAL WITNESS POST.
 SY2021'
 SY2021'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BANKS NO 1 1972.  IT
 SY2021'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE WALKWAY ON THE SOUTH
 SY2021'SIDE OF AND NEAR THE WEST END OF THE OVERPASS.  IT IS 33.9 FEET
 SY2021'EAST-NORTHEAST OF THE WITNESS POST.
 SY2021'
 SY2021'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BANKS NO 2 1972.  IT
 SY2021'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A LAMP
 SY2021'POST.  IT IS 139.5 FEET WEST OF THE WITNESS POST.
 SY2021'
 SY2021'GM 131 K CO IS A STANDARD KING COUNTY SURVEY STATION MARK DISK
 SY2021'STAMPED GM 131 1972.  IT IS SET IN THE TOP OF A 15-INCH
 SY2021'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 SY2021'SURFACE.  IT IS 58 FEET EAST OF THE CENTERLINE OF C ST SW, 14.6
 SY2021'FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK AND 3.4 FEET SOUTH
 SY2021'OF A 4 BY 4-INCH WOODEN WITNESS POST.  TO REACH THE MARK FROM
 SY2021'THE STATION, GO SOUTH ON C ST SW FOR 0.3 MILE TO THE STATION ON
 SY2021'THE LEFT.
 SY2021'
 SY2021'HEIGHT OF LIGHT ABOVE STATION MARK 1.9 METERS.
 SY2021
 SY2021                          STATION RECOVERY (1983)
 SY2021
 SY2021'RECOVERY NOTE BY WA DEPT OF TRANSP 1983
 SY2021'MARK NOT FOUND.
 SY2021
 SY2021                          STATION RECOVERY (1988)
 SY2021
 SY2021'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0466 ***********************************************************************
 TQ0466  DESIGNATION -  BANNOCK ET
 TQ0466  PID         -  TQ0466
 TQ0466  STATE/COUNTY-  WA/SNOHOMISH
 TQ0466  USGS QUAD   -  AGNES MTN (1987)
 TQ0466
 TQ0466                         *CURRENT SURVEY CONTROL
 TQ0466  ___________________________________________________________________
 TQ0466* NAD 83(1991)-  48 15 17.31452(N)    120 59 41.22328(W)     ADJUSTED  
 TQ0466* NAVD 88     -      2282.5    (meters)    7489.     (feet)  VERTCON   
 TQ0466  ___________________________________________________________________
 TQ0466  LAPLACE CORR-           9.11  (seconds)                    DEFLEC99
 TQ0466  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 TQ0466
 TQ0466  HORZ ORDER  -  SECOND
 TQ0466
 TQ0466.The horizontal coordinates were established by classical geodetic methods
 TQ0466.and adjusted by the National Geodetic Survey in December 1991..
 TQ0466
 TQ0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0466
 TQ0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0466
 TQ0466.The geoid height was determined by GEOID03.
 TQ0466
 TQ0466;                    North         East     Units Scale Factor Converg.
 TQ0466;SPC WA N     -   139,525.931   488,011.786   MT  0.99994510   -0 07 12.7
 TQ0466;SPC WA N     -   457,761.33  1,601,085.33   sFT  0.99994510   -0 07 12.7
 TQ0466;UTM  10      - 5,346,565.510   648,838.598   MT  0.99987219   +1 29 47.0
 TQ0466
 TQ0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0466!SPC WA N     -   0.99964518  x   0.99994510  =   0.99959030
 TQ0466!UTM  10      -   0.99964518  x   0.99987219  =   0.99951741
 TQ0466
 TQ0466|---------------------------------------------------------------------|
 TQ0466| PID    Reference Object                     Distance      Geod. Az  |
 TQ0466|                                                           dddmmss.s |
 TQ0466| CF1895 BANNOCK ET RM 1                                    06833     |
 TQ0466| CF1896 BANNOCK ET RM 2                                    22828     |
 TQ0466|---------------------------------------------------------------------|
 TQ0466
 TQ0466                          SUPERSEDED SURVEY CONTROL
 TQ0466
 TQ0466  NAD 83(1986)-  48 15 17.31518(N)    120 59 41.21762(W) AD(       ) 2
 TQ0466  NAD 27      -  48 15 17.86379(N)    120 59 36.84734(W) AD(       ) 2
 TQ0466  NGVD 29 (07/19/86) 2281.1    (m)         7484.     (f) VERT ANG       
 TQ0466
 TQ0466.Superseded values are not recommended for survey control.
 TQ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0466.See file dsdata.txt to determine how the superseded data were derived.
 TQ0466
 TQ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU4883946566(NAD 83)
 TQ0466_MARKER: DD = SURVEY DISK
 TQ0466_SETTING: 80 = SET IN A BOULDER
 TQ0466_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TQ0466
 TQ0466  HISTORY     - Date     Condition        Report By
 TQ0466  HISTORY     - 1962     MONUMENTED       USGS
 TQ0466
 TQ0466                          STATION DESCRIPTION
 TQ0466
 TQ0466'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (ZT)
 TQ0466'LOCATED ABOUT 28 MI. (AIRLINE) E. OF DARRINGTON.  3.50 MI. NNE. OF
 TQ0466'MINERS RIDGE LOOKOUT HOUSE.  3 MI. S. OF DOME PEAK.  ABOUT 0.50 MI.
 TQ0466'N. OF CANYON LAKE.  ABOUT 10000 FT. SW. AND ABOUT 500 FT. LOWER
 TQ0466'THAN BANNOCK MOUNTAIN (WHICH IS ON THE BOUNDARY LINE BETWEEN
 TQ0466'SNOHOMISH COUNTY AND CHELAN COUNTY).  ON THE HIGHEST POINT OF A
 TQ0466'FLAT LEDGE ON A SOUTHWESTERLY EXTENDING RIDGE.
 TQ0466'
 TQ0466'REACHED BY HELICOPTER.
 TQ0466'
 TQ0466'THE STATION CAN ALSO BE REACHED FROM DARRINGTON BY DRIVING N. ALONG
 TQ0466'THE SAUK RIVER HIGHWAY FOR ABOUT 8 MI.  THENCE E. ALONG THE SUIATTLE
 TQ0466'RIVER RD. ABOUT 1 MI. PAST SULPHUR CREEK.  TAKE TRAIL
 TQ0466'EASTERLY ABOUT 9 MI. TO MINERS RIDGE LOOKOUT HOUSE.  PACK E. AND
 TQ0466'N.  TO CANYON LAKE ABOUT 5 MI.  THE STATION SITE IS ABOUT 0.50 MI.
 TQ0466'TO THE N.
 TQ0466'
 TQ0466'STATION MARK--A STANDARD TABLET STAMPED BANNOCK ET 1962 CEMENTED IN
 TQ0466'A GRANITE BOULDER.
 TQ0466'
 TQ0466'REFERENCE MARK NO. 1--A STANDARD TABLET CEMENTED IN A GRANITE ROCK,
 TQ0466'2 FT. LOWER THAN THE STATION MARK.
 TQ0466'
 TQ0466'REFERENCE MARK NO. 2--A STANDARD TABLET CEMENTED IN A GRANITE ROCK,
 TQ0466'1 FT. LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1347 ***********************************************************************
 TP1347  DESIGNATION -  BANNON
 TP1347  PID         -  TP1347
 TP1347  STATE/COUNTY-  WA/OKANOGAN
 TP1347  USGS QUAD   -  TUNK MOUNTAIN (1988)
 TP1347
 TP1347                         *CURRENT SURVEY CONTROL
 TP1347  ___________________________________________________________________
 TP1347* NAD 83(1991)-  48 36 27.69521(N)    119 14 38.46902(W)     ADJUSTED  
 TP1347* NAVD 88     -      1533.8    (meters)    5032.     (feet)  VERTCON   
 TP1347  ___________________________________________________________________
 TP1347  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 TP1347  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 TP1347
 TP1347  HORZ ORDER  -  THIRD
 TP1347
 TP1347.The horizontal coordinates were established by classical geodetic methods
 TP1347.and adjusted by the National Geodetic Survey in December 1991..
 TP1347
 TP1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1347
 TP1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1347
 TP1347.The geoid height was determined by GEOID03.
 TP1347
 TP1347;                    North         East     Units Scale Factor Converg.
 TP1347;SPC WA N     -   179,962.109   617,192.742   MT  0.99997880   +1 10 59.8
 TP1347;SPC WA N     -   590,425.69  2,024,906.52   sFT  0.99997880   +1 10 59.8
 TP1347;UTM  11      - 5,386,277.045   334,586.853   MT  0.99993617   -1 41 01.8
 TP1347
 TP1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1347!SPC WA N     -   0.99976243  x   0.99997880  =   0.99974124
 TP1347!UTM  11      -   0.99976243  x   0.99993617  =   0.99969862
 TP1347
 TP1347|---------------------------------------------------------------------|
 TP1347| PID    Reference Object                     Distance      Geod. Az  |
 TP1347|                                                           dddmmss.s |
 TP1347| CS4672 BANNON RM 1                           7.571 METERS 06939     |
 TP1347| CS4673 BANNON RM 2                           6.803 METERS 14808     |
 TP1347| TP1375 SYN                                 APPROX.16.5 KM 2353844.2 |
 TP1347|---------------------------------------------------------------------|
 TP1347
 TP1347                          SUPERSEDED SURVEY CONTROL
 TP1347
 TP1347  NAD 83(1986)-  48 36 27.70305(N)    119 14 38.47106(W) AD(       ) 3
 TP1347  NGVD 29 (10/02/90) 1532.4    (m)         5028.     (f) VERT ANG       
 TP1347
 TP1347.Superseded values are not recommended for survey control.
 TP1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1347.See file dsdata.txt to determine how the superseded data were derived.
 TP1347
 TP1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP3458786277(NAD 83)
 TP1347_MARKER: DS = TRIANGULATION STATION DISK
 TP1347_SETTING: 80 = SET IN A BOULDER
 TP1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1347+STABILITY: SURFACE MOTION
 TP1347
 TP1347  HISTORY     - Date     Condition        Report By
 TP1347  HISTORY     - 1956     MONUMENTED       USGS
 TP1347
 TP1347                          STATION DESCRIPTION
 TP1347
 TP1347'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1347'LOCATED ABOUT 14.0 MI NE. OF RIVERSIDE, 11.5 MI SE. OF TONASKET,
 TP1347'4.0 MI E. OF TALKIRE LAKE.  ON TOP OF MOUNTAIN KNOWN LOCALLY AS
 TP1347'BANNON MOUNTAIN, ON PARTIALLY-BARE TOP BUT LINES HAD TO BE CUT N.
 TP1347'AND W., ON HIGHEST POINT, A SMALL ROCK OUTCROP.  ANOTHER LOWER
 TP1347'TOP LIES E. WITH SMALL SADDLE BETWEEN.
 TP1347'
 TP1347'TO REACH FROM RIVERSIDE, DRIVE 0.2 MI N. ACROSS BRIDGE OVER
 TP1347'OKANOGAN RIVER TO RD. FORKS AND RR. X-ING.  TAKE LEFT FORK JUST
 TP1347'ACROSS RR. TRACKS FOLLOWING MAIN-TRAVELED RD. 1.8 MI TO RD.
 TP1347'FORKS.  TAKE RIGHT FORK SURFACED RD. 5.2 MI UPHILL TO RD. FORKS
 TP1347'AND SIGN CRAWFISH LAKE 12, RIVERSIDE 7.  TAKE LEFT FORK
 TP1347'MAIN-TRAVELED RD. 10.5 MI TO ABANDONED SCHOOL BUILDING LEFT AND
 TP1347'SIGN TONASKET, TUNK LO, SYNAREP, CONTINUE STRAIGHT AHEAD 1.8 MI
 TP1347'TO RD. FORKS AT NORTH END OF TALKIRE LAKE.  TAKE RIGHT FORK AROUND
 TP1347'NORTH END OF LAKE FOLLOWING MAIN-TRAVELED RD. 5.3 MI TO SUMMIT
 TP1347'AND SIGN TUNK LO, CONTINUE STRAIGHT AHEAD 1.5 MI TO RD. FORKS.
 TP1347'TAKE LEFT FORK OFF MAIN RD. 0.6 MI TO RD. FORKS TO PETERSON
 TP1347'RANCH, CONTINUE STRAIGHT AHEAD 0.5 MI TO RD. FORKS AND SIGN
 TP1347'BANNON CANYON ROAD.  TAKE SHARP RIGHT FOLLOWING RD. 1.2 MI.  PACK
 TP1347'W. AND S. TO TOP AND STATION.  ABOUT A 20-MINUTE PACK.
 TP1347'
 TP1347'STATION MARK--STANDARD TABLET STAMPED---BANNON 1956---, CEMENTED IN
 TP1347'GRANITE ROCK.
 TP1347'
 TP1347'RM 1--COPPER NAIL AND WASHER CEMENTED IN GRANITE BOULDER.
 TP1347'
 TP1347'RM 2--COPPER NAIL AND WASHER CEMENTED IN GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0862 ***********************************************************************
 TO0862  DESIGNATION -  BAR
 TO0862  PID         -  TO0862
 TO0862  STATE/COUNTY-  WA/STEVENS
 TO0862  USGS QUAD   -  NORTHPORT (1992)
 TO0862
 TO0862                         *CURRENT SURVEY CONTROL
 TO0862  ___________________________________________________________________
 TO0862* NAD 83(1991)-  48 54 18.74395(N)    117 49 35.61608(W)     ADJUSTED  
 TO0862* NAVD 88     -       671.1    (meters)    2202.     (feet)  VERTCON   
 TO0862  ___________________________________________________________________
 TO0862  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 TO0862  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TO0862
 TO0862  HORZ ORDER  -  SECOND
 TO0862
 TO0862.The horizontal coordinates were established by classical geodetic methods
 TO0862.and adjusted by the National Geodetic Survey in December 1991..
 TO0862
 TO0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0862
 TO0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0862
 TO0862.The geoid height was determined by GEOID03.
 TO0862
 TO0862;                    North         East     Units Scale Factor Converg.
 TO0862;SPC WA N     -   216,142.898   720,380.260   MT  1.00003687   +2 14 19.0
 TO0862;SPC WA N     -   709,128.82  2,363,447.57   sFT  1.00003687   +2 14 19.0
 TO0862;UTM  11      - 5,417,247.414   439,428.949   MT  0.99964507   -0 37 22.6
 TO0862
 TO0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0862!SPC WA N     -   0.99989749  x   1.00003687  =   0.99993436
 TO0862!UTM  11      -   0.99989749  x   0.99964507  =   0.99954260
 TO0862
 TO0862:                Primary Azimuth Mark                     Grid Az
 TO0862:SPC WA N     -  GORGE                                    138 30 04.0
 TO0862:UTM  11      -  GORGE                                    141 21 45.6
 TO0862
 TO0862|---------------------------------------------------------------------|
 TO0862| PID    Reference Object                     Distance      Geod. Az  |
 TO0862|                                                           dddmmss.s |
 TO0862| TO0859 GORGE                               APPROX. 2.1 KM 1404423.0 |
 TO0862| CF1897 BAR RM 1                              9.821 METERS 30604     |
 TO0862|---------------------------------------------------------------------|
 TO0862
 TO0862                          SUPERSEDED SURVEY CONTROL
 TO0862
 TO0862  NAD 83(1986)-  48 54 18.74202(N)    117 49 35.61441(W) AD(       ) 2
 TO0862  NAD 27      -  48 54 19.07600(N)    117 49 31.67100(W) AD(       ) 2
 TO0862  NGVD 29 (07/19/86)  669.9    (m)         2198.     (f) VERT ANG       
 TO0862
 TO0862.Superseded values are not recommended for survey control.
 TO0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0862.See file dsdata.txt to determine how the superseded data were derived.
 TO0862
 TO0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ3942917247(NAD 83)
 TO0862_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0862_SETTING: 66 = SET IN ROCK OUTCROP
 TO0862_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TO0862
 TO0862  HISTORY     - Date     Condition        Report By
 TO0862  HISTORY     - 1936     MONUMENTED       BOR
 TO0862
 TO0862                          STATION DESCRIPTION
 TO0862
 TO0862'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0862'LOCATED IN THE SE 1/4 SEC. 3, T. 39 N., R. 39 E., ON SMALL FLAT
 TO0862'NEAR TOP OF LIMESTONE HILL.  HILL IS N OF LARGE DRAW THROUGH WHICH
 TO0862'OLD ROAD RUNS BACK TO DESERTED FARM.  DRAW RUNS W TO N SIDE OF
 TO0862'FLAGSTAFF MT.
 TO0862'
 TO0862'TO REACH STATION FROM THE W END OF NORTHPORT BRIDGE, TURN LEFT
 TO0862'(S) ON COLUMBIA RIVER ROAD.  1.80 RIGHT OFF MAIN ROAD.  1.90
 TO0862'STRAIGHT AHEAD AT OLD CROSSROADS.  2.10 RIGHT FORK AND FOLLOW TRAIL
 TO0862'UP DRAW TO ABOUT 2.20 MILES.  LEAVE CAR AND CLIMB NE TO STATION ON
 TO0862'TOP OF HILL - ABOUT 1/2 MILE.
 TO0862'
 TO0862'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 TO0862'RESPECTIVELY.
 TO0862'
 TO0862'HEIGHT OF STAND ABOVE STATION MARK - 1.20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1796 ***********************************************************************
 SY1796  DESIGNATION -  BARB
 SY1796  PID         -  SY1796
 SY1796  STATE/COUNTY-  WA/THURSTON
 SY1796  USGS QUAD   -  SUMMIT LAKE (1981)
 SY1796
 SY1796                         *CURRENT SURVEY CONTROL
 SY1796  ___________________________________________________________________
 SY1796* NAD 83(1991)-  47 06 41.20610(N)    123 02 40.93458(W)     ADJUSTED  
 SY1796* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY1796  ___________________________________________________________________
 SY1796  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 SY1796  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SY1796
 SY1796  HORZ ORDER  -  THIRD
 SY1796
 SY1796.The horizontal coordinates were established by classical geodetic methods
 SY1796.and adjusted by the National Geodetic Survey in December 1991..
 SY1796
 SY1796.The orthometric height was scaled from a topographic map.
 SY1796
 SY1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1796
 SY1796.The geoid height was determined by GEOID03.
 SY1796
 SY1796;                    North         East     Units Scale Factor Converg.
 SY1796;SPC WA S     -   200,757.281   306,904.643   MT  0.99995680   -1 50 54.5
 SY1796;SPC WA S     -   658,651.18  1,006,902.98   sFT  0.99995680   -1 50 54.5
 SY1796;UTM  10      - 5,217,549.806   496,608.422   MT  0.99960014   -0 01 57.9
 SY1796
 SY1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1796!SPC WA S     -   1.00000287  x   0.99995680  =   0.99995967
 SY1796!UTM  10      -   1.00000287  x   0.99960014  =   0.99960301
 SY1796
 SY1796|---------------------------------------------------------------------|
 SY1796| PID    Reference Object                     Distance      Geod. Az  |
 SY1796|                                                           dddmmss.s |
 SY1796| DD9371 BARB RM 1                             7.778 METERS 13910     |
 SY1796| DD9372 BARB RM 2                            21.840 METERS 24144     |
 SY1796| SY1792 SAFER                               APPROX. 0.9 KM 2585619.0 |
 SY1796|---------------------------------------------------------------------|
 SY1796
 SY1796                          SUPERSEDED SURVEY CONTROL
 SY1796
 SY1796  NAD 83(1986)-  47 06 41.20414(N)    123 02 40.94433(W) AD(       ) 3
 SY1796  NAD 27      -  47 06 41.85600(N)    123 02 36.42600(W) AD(       ) 3
 SY1796
 SY1796.Superseded values are not recommended for survey control.
 SY1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1796.See file dsdata.txt to determine how the superseded data were derived.
 SY1796
 SY1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9660817550(NAD 83)
 SY1796_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1796
 SY1796  HISTORY     - Date     Condition        Report By
 SY1796  HISTORY     - 1936     MONUMENTED       CGS
 SY1796  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SY1796
 SY1796                          STATION DESCRIPTION
 SY1796
 SY1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1796'THE STATION IS LOCATED ON BURNS POINT ON THE S SIDE OF TOTTEN
 SY1796'INLET.  IT IS ABOUT 20 FEET OUTSIDE OF HIGH-WATER LINE AND
 SY1796'PROJECTS ABOUT 4 INCHES ABOVE THE LEVEL.  THE STATION IS ABOUT
 SY1796'40 FEET E OF THE E END OF THE GRAVEL BLUFF.
 SY1796'
 SY1796'SURFACE, UNDERGROUND, AND REFERENCE MARKS NO.1 AND NO.2 ARE
 SY1796'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY1796'7A, AND 11A.
 SY1796'
 SY1796'REFERENCE MARK NO.1 IS SET SE OF THE STATION ABOUT 3 FEET OUTSIDE
 SY1796'OF THE HIGH WATER.
 SY1796'
 SY1796'REFERENCE MARK NO.2 IS SET SW AND ABOUT 5 FEET OUTSIDE OF THE
 SY1796'HIGH-WATER LINE.
 SY1796
 SY1796                          STATION RECOVERY (1947)
 SY1796
 SY1796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (HBW)
 SY1796'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1355 ***********************************************************************
 SX1355  DESIGNATION -  BARBARA
 SX1355  PID         -  SX1355
 SX1355  STATE/COUNTY-  WA/KING
 SX1355  USGS QUAD   -  CUMBERLAND (1993)
 SX1355
 SX1355                         *CURRENT SURVEY CONTROL
 SX1355  ___________________________________________________________________
 SX1355* NAD 83(1991)-  47 18 40.54811(N)    121 59 58.30748(W)     ADJUSTED  
 SX1355* NAVD 88     -       230.7    (meters)     757.     (feet)  VERTCON   
 SX1355  ___________________________________________________________________
 SX1355  LAPLACE CORR-          13.26  (seconds)                    DEFLEC99
 SX1355  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 SX1355
 SX1355  HORZ ORDER  -  FIRST
 SX1355
 SX1355.The horizontal coordinates were established by classical geodetic methods
 SX1355.and adjusted by the National Geodetic Survey in December 1991..
 SX1355
 SX1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1355
 SX1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1355
 SX1355.The geoid height was determined by GEOID03.
 SX1355
 SX1355;                    North         East     Units Scale Factor Converg.
 SX1355;SPC WA N     -    35,275.384   411,819.980   MT  1.00004055   -0 52 05.7
 SX1355;SPC WA N     -   115,732.66  1,351,112.72   sFT  1.00004055   -0 52 05.7
 SX1355;SPC WA S     -   220,934.066   386,623.183   MT  0.99999502   -1 05 21.3
 SX1355;SPC WA S     -   724,847.85  1,268,446.23   sFT  0.99999502   -1 05 21.3
 SX1355;UTM  10      - 5,240,239.928   575,618.159   MT  0.99967027   +0 44 07.5
 SX1355
 SX1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1355!SPC WA N     -   0.99996733  x   1.00004055  =   1.00000788
 SX1355!SPC WA S     -   0.99996733  x   0.99999502  =   0.99996235
 SX1355!UTM  10      -   0.99996733  x   0.99967027  =   0.99963761
 SX1355
 SX1355|---------------------------------------------------------------------|
 SX1355| PID    Reference Object                     Distance      Geod. Az  |
 SX1355|                                                           dddmmss.s |
 SX1355| CF4070 BARBARA RM 1                         20.512 METERS 00221     |
 SX1355| SY1949 KRAIN 2                             APPROX. 6.5 KM 1824835.6 |
 SX1355| SY5577 BLACK DIAMOND CATH CH CROSS         112.076 METERS 22012     |
 SX1355| CF4071 BARBARA RM 2                         23.265 METERS 26222     |
 SX1355|---------------------------------------------------------------------|
 SX1355
 SX1355                          SUPERSEDED SURVEY CONTROL
 SX1355
 SX1355  NAD 83(1986)-  47 18 40.53876(N)    121 59 58.31926(W) AD(       ) 1
 SX1355  NAD 27      -  47 18 41.17026(N)    121 59 53.90796(W) AD(       ) 1
 SX1355  NGVD 29 (07/19/86)  229.6    (m)          753.     (f) VERT ANG       
 SX1355
 SX1355.Superseded values are not recommended for survey control.
 SX1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1355.See file dsdata.txt to determine how the superseded data were derived.
 SX1355
 SX1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7561840240(NAD 83)
 SX1355_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1355_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SX1355
 SX1355  HISTORY     - Date     Condition        Report By
 SX1355  HISTORY     - 1972     MONUMENTED       NGS
 SX1355  HISTORY     - 1988     GOOD             USPSQD
 SX1355
 SX1355                          STATION DESCRIPTION
 SX1355
 SX1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 SX1355'THE STATION IS LOCATED ABOUT 0.05 MILE EAST OF THE ST. BARBARA
 SX1355'CATHOLIC CHURCH IN BLACK DIAMOND.  IT IS IN THE NE 1/4 SEC 14, T21N,
 SX1355'R6E, AND IS ON HIGHER GROUND THAN THE CHURCH.  PERMISSION WAS
 SX1355'OBTAINED FROM FATHER JOHN P. DANCHEE.
 SX1355'
 SX1355'TO REACH THE STATION FROM THE YELLOW CAUTION LIGHT IN BLACK
 SX1355'DIAMOND, GO EAST ON A PAVED ROAD FOR 0.15 MILE TO A PAVED ROAD ON
 SX1355'THE LEFT, TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.1 MILE
 SX1355'TO THE CHURCH ON THE RIGHT, TURN RIGHT, PASSING TO THE SOUTH OF
 SX1355'THE CHURCH, AND GO EAST FOR 0.05 MILE TO A GRAVELED DRIVE ON THE
 SX1355'EAST SIDE OF THE PARISH HALL AND THE STATION ON THE RIGHT, ABOUT
 SX1355'10 FEET HIGHER THAN THE DRIVE.
 SX1355'
 SX1355'THE STATION MARK IS A STANDARD DISK STAMPED BARBARA 1972, SET
 SX1355'IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT
 SX1355'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 70 FEET EAST OF THE
 SX1355'APPROXIMATE CENTER OF THE GRAVELED DRIVE AND 5.6 FEET NORTH OF
 SX1355'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 SX1355'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 SX1355'
 SX1355'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BARBARA NO 1 1972,
 SX1355'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS FLUSH
 SX1355'WITH THE GROUND SURFACE AND ABOUT THE SAME ELEVATION AS THE
 SX1355'STATION.  IT IS 72.4 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 SX1355'
 SX1355'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARBARA NO 2 1972,
 SX1355'SET IN THE TOP OF A ROUND 12-INCH CONCRETE POST WHICH PROJECTS ABOUT
 SX1355'3 INCHES ABOVE THE GROUND SURFACE AND IS ABOUT THE SAME ELEVATION
 SX1355'AS THE STATION.  IT IS 78.0 FEET WEST-NORTHWEST OF A METAL WITNESS
 SX1355'POST AND 31-1/2 FEET NORTH-NORTHEAST OF THE CENTER OF THE DRIVE.
 SX1355'
 SX1355'NO DISTANT REFERENCE MARK WAS ESTABLISHED FOR THIS STATION.
 SX1355'
 SX1355'DUE TO HEAVY BRUSH NO ATTEMPT WAS MADE TO MEASURE BETWEEN THE
 SX1355'REFERENCE MARKS.
 SX1355'
 SX1355'HEIGHT OF LIGHT ABOVE STATION MARK 26.0 METERS.
 SX1355
 SX1355                          STATION RECOVERY (1988)
 SX1355
 SX1355'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1759 ***********************************************************************
 SY1759  DESIGNATION -  BARD RESET
 SY1759  PID         -  SY1759
 SY1759  STATE/COUNTY-  WA/MASON
 SY1759  USGS QUAD   -  SHELTON (1981)
 SY1759
 SY1759                         *CURRENT SURVEY CONTROL
 SY1759  ___________________________________________________________________
 SY1759* NAD 83(1991)-  47 12 27.20842(N)    123 00 44.64285(W)     ADJUSTED  
 SY1759* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY1759  ___________________________________________________________________
 SY1759  LAPLACE CORR-          -8.23  (seconds)                    DEFLEC99
 SY1759  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SY1759
 SY1759  HORZ ORDER  -  THIRD
 SY1759
 SY1759.The horizontal coordinates were established by classical geodetic methods
 SY1759.and adjusted by the National Geodetic Survey in December 1991..
 SY1759
 SY1759.The orthometric height was scaled from a topographic map.
 SY1759
 SY1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1759
 SY1759.The geoid height was determined by GEOID03.
 SY1759
 SY1759;                    North         East     Units Scale Factor Converg.
 SY1759;SPC WA S     -   211,358.032   309,695.296   MT  0.99997365   -1 49 30.0
 SY1759;SPC WA S     -   693,430.48  1,016,058.65   sFT  0.99997365   -1 49 30.0
 SY1759;UTM  10      - 5,228,229.761   499,060.880   MT  0.99960001   -0 00 32.8
 SY1759
 SY1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1759!SPC WA S     -   1.00000293  x   0.99997365  =   0.99997658
 SY1759!UTM  10      -   1.00000293  x   0.99960001  =   0.99960294
 SY1759
 SY1759|---------------------------------------------------------------------|
 SY1759| PID    Reference Object                     Distance      Geod. Az  |
 SY1759|                                                           dddmmss.s |
 SY1759| SY1747 ALUM                                368.013 METERS 15720     |
 SY1759| DD9537 CHURCH RM 1                                        2304802.1 |
 SY1759| DD9375 BARD RM 3                            12.664 METERS 29649     |
 SY1759| DD9374 BARD RM 2                            12.652 METERS 29650     |
 SY1759| SY1726 CHURCH POINT LIGHT 1936              10.391 METERS 34629     |
 SY1759| DD9373 BARD RM 1                            10.090 METERS 35745     |
 SY1759|---------------------------------------------------------------------|
 SY1759
 SY1759                          SUPERSEDED SURVEY CONTROL
 SY1759
 SY1759  NAD 83(1986)-  47 12 27.20693(N)    123 00 44.65013(W) AD(       ) 3
 SY1759  NAD 27      -  47 12 27.85700(N)    123 00 40.12800(W) AD(       ) 3
 SY1759
 SY1759.Superseded values are not recommended for survey control.
 SY1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1759.See file dsdata.txt to determine how the superseded data were derived.
 SY1759
 SY1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9906128230(NAD 83)
 SY1759_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1759
 SY1759  HISTORY     - Date     Condition        Report By
 SY1759  HISTORY     - 1936     MONUMENTED       CGS
 SY1759  HISTORY     - 1944     SEE DESCRIPTION  CGS
 SY1759  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SY1759  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY1759  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1759  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY1759  HISTORY     - 19920820 GOOD             USPSQD
 SY1759
 SY1759                          STATION DESCRIPTION
 SY1759
 SY1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1759'STATION IS ON THE SAME POINT AS CHURCH LIGHT.  THE POINT IS
 SY1759'COMPOSED OF A VERY HARD GRAVEL AND HARDPAN AND THE MARK WILL STAY
 SY1759'FOR SOME TIME.  MARK IS ABOUT LEVEL WITH THE BEACH.
 SY1759'
 SY1759'SURFACE, UNDERGROUND, AND REFERENCE MARKS NO.1 AND NO.2 ARE
 SY1759'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY1759'7A, AND 11A.
 SY1759'
 SY1759'REFERENCE MARK NO.1 IS SET N OF THE STATION BACK OF THE HIGH-WATER
 SY1759'LINE AND 4 FEET E OF THE E EDGE OF THE LIGHT FOUNDATION.  IT
 SY1759'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE.
 SY1759'
 SY1759'REFERENCE MARK NO.2 IS SET W OF THE STATION AT ABOUT THE HIGH-WATER
 SY1759'LINE AND PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE.
 SY1759
 SY1759                          STATION RECOVERY (1944)
 SY1759
 SY1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HCW)
 SY1759'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SY1759'CONDITION.  MARKS ARE STAMPED BARD 1936, 1 1936, AND 2 1936,
 SY1759'RESPECTIVELY.
 SY1759
 SY1759                          STATION RECOVERY (1947)
 SY1759
 SY1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (HBW)
 SY1759'STATION MARK FOUND IN GOOD CONDITION.  REFERENCE MARKS WERE NOT
 SY1759'SEARCHED FOR.  DESCRIPTION IS ADEQUATE.  BEACH IS ERODING.  STATION
 SY1759'PROJECTS 6 INCHES ABOVE THE SURFACE.
 SY1759
 SY1759                          STATION RECOVERY (1958)
 SY1759
 SY1759'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY1759'THE TABLET IS MISSING FROM THE CONCRETE.  MEASUREMENTS AND
 SY1759'DIRECTIONS WERE TAKEN FROM THE TWO LOCATED REFERENCE MARKS TO
 SY1759'THE MASS OF CONCRETE AND THESE MEASUREMENTS PROVED
 SY1759'SATISFACTORY.  THERE HAS BEEN CONSIDERABLE CRUMBLING OF THE
 SY1759'CONCRETE CONTAINING THE DISK.
 SY1759
 SY1759                          STATION RECOVERY (1967)
 SY1759
 SY1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1759'THE STATION MARK WAS PREVIOUSLY REPORTED MISSING.  CONCRETE
 SY1759'MONUMENT IS STILL IN PLACE.
 SY1759'
 SY1759'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED.  THE TOP 8 INCHES
 SY1759'OF THE CONCRETE MONUMENT OF REFERENCE MARK 2 WAS FOUND BROKEN
 SY1759'OFF.  THE DISK WAS REMOVED BY THIS PARTY.
 SY1759
 SY1759                          STATION RECOVERY (1974)
 SY1759
 SY1759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SY1759'THE STATION MARK AND BOTH REFERENCE MARKS WERE FOUND, BUT THE
 SY1759'TOP OF THE POSTS AND THE DISKS WERE MISSING FROM THE STATION MARK
 SY1759'AND REFERENCE MARK NO. 2.  THE CONCRETE POST WAS DUG OUT AND A
 SY1759'NEW STATION MARK SET OVER THE UNDERGROUND MARK.  REFERENCE MARK
 SY1759'NO. 3 WAS ESTABLISHED.
 SY1759'
 SY1759'THE STATION IS ABOUT 4-1/4 MILE EAST OF SHELTON, ON THE NORTH
 SY1759'SIDE OF HAMMERSLEY INLET, ON CHURCH POINT, 34 FEET SOUTH OF THE
 SY1759'NAVAGATION LIGHT.
 SY1759'
 SY1759'REACHED FROM THE INTERSECTION OF FIRST AND PINE STREETS IN
 SY1759'SHELTON BY GOING EAST AND NORTHEAST ON STATE HIGHWAY 3 (PINE
 SY1759'STREET) FOR 6.25 MILES TO A BLACKTOP Y JUST AFTER CROSSING DEER
 SY1759'CREEK, KEEP RIGHT AND GO SOUTHERLY ON AGATE ROAD FOR 3.9 MILES
 SY1759'TO THE AGATE GROCERY ON THE LEFT.  CONTINUE STRAIGHT AHEAD, SOUTH
 SY1759'0.4 MILE TO THE END OF THE ROAD AT THE BEACH, THE NAVAGATION
 SY1759'LIGHT AND THE STATION.
 SY1759'
 SY1759'THE STATION MARK, STAMPED BARD 1936 1974, IS A STANDARD DISK SET
 SY1759'IN A SQUARE CONCRETE POST 1 INCH BELOW THE GRAVEL BEACH, 28 FEET
 SY1759'SOUTH OF THE 4-FOOT HIGH BANK AT THE HIGH WATER LINE, 32 FEET
 SY1759'SOUTH OF THE SOUTHWEST CORNER OF THE LIGHT ENCLOSURE AND 3 FEET
 SY1759'EAST OF THE PROJECTED EAST SIDE OF LIGHT ENCLOSURE.
 SY1759'
 SY1759'REFERENCE MARK NO. 1, STAMPED 1 1936, IS A STANDARD DISK SET IN
 SY1759'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 7 FEET
 SY1759'NORTH OF THE UPPER EDGE OF THE BANK AT THE HIGH WATER LINE, 4.6
 SY1759'FEET EAST OF THE EAST SIDE OF THE LIGHT ENCLOSURE AND 2 FEET SOUTH
 SY1759'OF THE PROJECTED NORTH SIDE OF THE LIGHT ENCLOSURE.
 SY1759'
 SY1759'REFERENCE MARK NO. 3, STAMPED BARD 1936 NO 3 1974, IS A STANDARD
 SY1759'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 SY1759'IS 10 YARDS EAST OF THE TIP OF THE POINT, 29.8 FEET WEST-SOUTHWEST
 SY1759'OF THE SOUTHWEST CORNER OF THE LIGHT ENCLOSURE AND 6.5 FEET
 SY1759'SOUTH OF A METAL WITNESS POST AND THE 2-FOOT HIGH BANK AT THE
 SY1759'HIGH WATER LINE.
 SY1759'
 SY1759'CHURCH POINT LIGHT IS A WHITE LIGHT ON A 3-FOOT HIGH PIPE
 SY1759'PROJECTING 3 FEET ABOVE THE TOP CENTER OF A 4-FOOT SQUARE, WHITE
 SY1759'ENCLOSURE ABOUT 7 FEET HIGH, WITH LARGE, RED, TRIANGULAR DAY
 SY1759'MARKERS FASTENED TO THE EAST AND WEST SIDES OF THE ENCLOSURE.
 SY1759'
 SY1759'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1759'4-1/4 MILES EAST OF SHELTON.
 SY1759
 SY1759                          STATION RECOVERY (1992)
 SY1759
 SY1759'RECOVERY NOTE BY US POWER SQUADRON 1992 (HW)
 SY1759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2202 ***********************************************************************
 TR2202  DESIGNATION -  BARE
 TR2202  PID         -  TR2202
 TR2202  STATE/COUNTY-  WA/SAN JUAN
 TR2202  USGS QUAD   -  WALDRON ISLAND (1994)
 TR2202
 TR2202                         *CURRENT SURVEY CONTROL
 TR2202  ___________________________________________________________________
 TR2202* NAD 83(1991)-  48 43 47.23267(N)    123 00 51.97621(W)     ADJUSTED  
 TR2202* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 TR2202  ___________________________________________________________________
 TR2202  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 TR2202  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TR2202
 TR2202  HORZ ORDER  -  SECOND
 TR2202
 TR2202.The horizontal coordinates were established by classical geodetic methods
 TR2202.and adjusted by the National Geodetic Survey in December 1991..
 TR2202
 TR2202.The orthometric height was scaled from a topographic map.
 TR2202
 TR2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2202
 TR2202.The geoid height was determined by GEOID03.
 TR2202
 TR2202;                    North         East     Units Scale Factor Converg.
 TR2202;SPC WA N     -   194,602.684   339,564.710   MT  0.99999933   -1 37 26.0
 TR2202;SPC WA N     -   638,458.97  1,114,055.22   sFT  0.99999933   -1 37 26.0
 TR2202;UTM  10      - 5,397,418.276   498,938.279   MT  0.99960001   -0 00 39.1
 TR2202
 TR2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2202!SPC WA N     -   1.00000084  x   0.99999933  =   1.00000017
 TR2202!UTM  10      -   1.00000084  x   0.99960001  =   0.99960085
 TR2202
 TR2202|---------------------------------------------------------------------|
 TR2202| PID    Reference Object                     Distance      Geod. Az  |
 TR2202|                                                           dddmmss.s |
 TR2202| CF7539 BARE RM 1                             5.709 METERS 10943     |
 TR2202| TR2196 BARE ISLAND 2 1894                   12.318 METERS 13120     |
 TR2202| TR2184 DRY RESET                           APPROX. 2.4 KM 2335231.9 |
 TR2202| CF7540 BARE RM 2                             7.752 METERS 29419     |
 TR2202|---------------------------------------------------------------------|
 TR2202
 TR2202                          SUPERSEDED SURVEY CONTROL
 TR2202
 TR2202  NAD 83(1986)-  48 43 47.23313(N)    123 00 51.97578(W) AD(       ) 2
 TR2202  NAD 27      -  48 43 47.85800(N)    123 00 47.30300(W) AD(       ) 2
 TR2202
 TR2202.Superseded values are not recommended for survey control.
 TR2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2202.See file dsdata.txt to determine how the superseded data were derived.
 TR2202
 TR2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9893897418(NAD 83)
 TR2202_MARKER: Z = SEE DESCRIPTION
 TR2202_SETTING: 0 = UNSPECIFIED SETTING
 TR2202
 TR2202  HISTORY     - Date     Condition        Report By
 TR2202  HISTORY     - 1942     MONUMENTED       CGS
 TR2202  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2202  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR2202  HISTORY     - 1988     GOOD             USPSQD
 TR2202
 TR2202                          STATION DESCRIPTION
 TR2202
 TR2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2202'STATION IS LOCATED ON THE HIGHEST POINT OF THE NE SIDE OF BARE
 TR2202'ISLAND.  THE ISLAND IS ABOUT 35 FEET ABOVE HIGH WATER AND COVERED
 TR2202'WITH SOIL AND RANK GRASS.  STATION IS A BRONZE DISK SET IN A
 TR2202'DRILL HOLE IN THE ROCK OUTCROP 65 FEET FROM BRINK OF CLIFF IN
 TR2202'BIGHT TOWARD MOUNT CONSTIUTION 11 FEET SW OF DROP-OFF TOWARD
 TR2202'PATOS ISLAND.
 TR2202'
 TR2202'REFERENCE MARK NO.1 IS A BRONZE DISK SET IN A DRILL HOLE IN
 TR2202'ROCK OUTCROP 18.7 FEET S OF STATION ABOUT 8 FEET FROM NE EDGE OF
 TR2202'DROP-OFF.
 TR2202'
 TR2202'REFERENCE MARK NO.2 IS A BRONZE DISK SET IN A DRILL HOLE IN
 TR2202'ROCK OUTCROP ABOUT 3 FEET LOWER THAN STATION AND 4 FEET FROM NE
 TR2202'EDGE OF DROP-OFF, 25.5 FEET N OF STATION.
 TR2202
 TR2202                          STATION RECOVERY (1950)
 TR2202
 TR2202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2202'THE STATION, REFERENCE MARKS, AND BARE ISLAND 2 1894 WERE
 TR2202'RECOVERED IN GOOD CONDITION.
 TR2202'
 TR2202'ON THE HIGHEST POINT OF BARE ISLAND, A ROCKY GRASS-COVERED
 TR2202'ISLAND ABOUT 1/2 MILE NNW OF POINT HAMMOND, ABOUT 4 METERS S OF
 TR2202'A PRECIPITOUS BLUFF WHICH DROPS TO THE HIGH-WATER LINE, ABOUT 20
 TR2202'METERS SW OF THE EDGE OF A BIGHT TOWARD MT. CONSTITUTION.  STATION
 TR2202'MARK IS A BRONZE STATION DISK STAMPED BARE 1942 SET IN A DRILL
 TR2202'HOLE IN A ROCK OUTCROP.
 TR2202'
 TR2202'R.M. 1 IS SW OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 TR2202'STAMPED BARE NO 1 1942 SET IN A DRILL HOLE IN THE ROCK.
 TR2202'
 TR2202'R.M. 2 IS NNW OF THE STATION AND ABOUT 1 METER FROM THE EDGE
 TR2202'OF THE BLUFF.  IT IS A BRONZE REFERENCE DISK STAMPED BARE NO 2
 TR2202'1942 SET IN A DRILL HOLE IN THE ROCK.
 TR2202'
 TR2202'BARE ISLAND 2 1894 (SEE DESCRIPTION THEREOF) IS SSW OF THE
 TR2202'STATION.
 TR2202'
 TR2202'THE DISTANCES TO THE REFERENCE MARKS AND BARE ISLAND 2 WERE
 TR2202'VERIFIED.
 TR2202'
 TR2202'AT THE TIME THAT THE STATION WAS VISITED BY THIS PARTY THE OLD
 TR2202'OBSERVING STAND WAS STILL IN PLACE.  THE ISLAND IS USED AS A
 TR2202'NESTING GROUND FOR SEAGULLS.
 TR2202
 TR2202                          STATION RECOVERY (1960)
 TR2202
 TR2202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NET)
 TR2202'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND AS
 TR2202'DESCRIBED.  DESCRIPTION ADEQUATE.
 TR2202
 TR2202                          STATION RECOVERY (1988)
 TR2202
 TR2202'RECOVERY NOTE BY US POWER SQUADRON 1988 (SG)
 TR2202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4446 ***********************************************************************
 SY4446  DESIGNATION -  BARE 1919
 SY4446  PID         -  SY4446
 SY4446  STATE/COUNTY-  WA/KING
 SY4446  USGS QUAD   -  POVERTY BAY (1994)
 SY4446
 SY4446                         *CURRENT SURVEY CONTROL
 SY4446  ___________________________________________________________________
 SY4446* NAD 83(1991)-  47 32 52.98117(N)    122 15 58.89435(W)     ADJUSTED  
 SY4446* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 SY4446  ___________________________________________________________________
 SY4446  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 SY4446  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SY4446
 SY4446  HORZ ORDER  -  THIRD
 SY4446
 SY4446.The horizontal coordinates were established by classical geodetic methods
 SY4446.and adjusted by the National Geodetic Survey in December 1991..
 SY4446
 SY4446.The orthometric height was scaled from a topographic map.
 SY4446
 SY4446.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4446
 SY4446.The geoid height was determined by GEOID03.
 SY4446
 SY4446;                    North         East     Units Scale Factor Converg.
 SY4446;SPC WA N     -    61,937.711   392,136.407   MT  0.99999138   -1 04 00.9
 SY4446;SPC WA N     -   203,207.31  1,286,534.20   sFT  0.99999138   -1 04 00.9
 SY4446;UTM  10      - 5,266,330.656   555,202.415   MT  0.99963745   +0 32 28.8
 SY4446
 SY4446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4446!SPC WA N     -   0.99998799  x   0.99999138  =   0.99997937
 SY4446!UTM  10      -   0.99998799  x   0.99963745  =   0.99962544
 SY4446
 SY4446                          SUPERSEDED SURVEY CONTROL
 SY4446
 SY4446  NAD 83(1986)-  47 32 52.97465(N)    122 15 58.90145(W) AD(       ) 3
 SY4446  NAD 27      -  47 32 53.61700(N)    122 15 54.45900(W) AD(       ) 3
 SY4446
 SY4446.Superseded values are not recommended for survey control.
 SY4446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4446.See file dsdata.txt to determine how the superseded data were derived.
 SY4446
 SY4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5520266331(NAD 83)
 SY4446_MARKER: Z = SEE DESCRIPTION
 SY4446_SETTING: 0 = UNSPECIFIED SETTING
 SY4446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4446
 SY4446  HISTORY     - Date     Condition        Report By
 SY4446  HISTORY     - 1919     MONUMENTED       CGS
 SY4446  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY4446
 SY4446                          STATION DESCRIPTION
 SY4446
 SY4446'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (WHH)
 SY4446'THIS MAIN SCHEME STATION IS ABOUT 3/8 MILE INSHORE AND NEARLY DUE
 SY4446'W OF THE NARROW NECK OF BAILEY PENINSULA ON THE W SHORE OF THE
 SY4446'LAKE.  IT IS ON THE HIGHEST GRASSY KNOLL NEAREST THE SHORE.  THERE
 SY4446'IS A SIMILAR KNOLL TO THE W SEPARATED BY A SMALL RAVINE.  STATION
 SY4446'IS MARKED BY A REGULATION DISK SET IN THE TOP OF A CYLINDRICAL
 SY4446'CONCRETE MOLD POURED IN PLACE.  NAME AND YEAR STAMPED THEREON.
 SY4446'
 SY4446'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SY4446'DESCRIBED IN NOTE 11B.
 SY4446'
 SY4446'WITNESS MARK NO.1 IS THE NEAREST NAIL OF THE ARROW OF NAILS
 SY4446'POINTING TOWARDS THE STATION, ON TOP OF A STUMP ABOUT 5 FEET HIGH.
 SY4446'
 SY4446'STATION CAN BE REACHED BY ORCAS STREET CAR, GETTING OFF AT ORCAS
 SY4446'STREET AND WALK E TO FIFTY-SECOND STREET S, THEN S THROUGH A COW
 SY4446'PASTURE WHICH TAKES YOU TO THE FOOT OF THE KNOLL.
 SY4446
 SY4446                          STATION RECOVERY (1933)
 SY4446
 SY4446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FHH)
 SY4446'THIS AREA IS NOW PART OF REAL ESTATE SUBDIVISION KNOWN AS THE
 SY4446'UPLANDS.  THE STUMP WHICH FORMED THE WITNESS MARK HAS BEEN
 SY4446'REMOVED.  THE BROKEN TOP OF A CONCRETE MARK WAS FOUND IN THE
 SY4446'GROUND BUT COULD NOT BE CERTAIN WHETHER IT MARKED CENTER OR
 SY4446'REFERENCE MARK NO.1.  PART OF A HOLE, AS IF MADE BY SHAFT OF
 SY4446'STATION MARK, SHOWS IN THE CONCRETE.  IT CAN BE MARKED AGAIN AND
 SY4446'AGAIN WHEN, AS, AND IF THE PRIMARY TRIANGULATION (PROJECT H T
 SY4446'148) IS UNDERTAKEN.  THE POSITION FOR THE STATION UPLANDS WAS
 SY4446'CHOSEN ON THE HIGHER KNOLL OF THIS HILL A SHORT DISTANCE W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4455 ***********************************************************************
 SY4455  DESIGNATION -  BARE 2 1934
 SY4455  PID         -  SY4455
 SY4455  STATE/COUNTY-  WA/KING
 SY4455  USGS QUAD   -  POVERTY BAY (1994)
 SY4455
 SY4455                         *CURRENT SURVEY CONTROL
 SY4455  ___________________________________________________________________
 SY4455* NAD 83(1991)-  47 32 53.03112(N)    122 15 58.64454(W)     ADJUSTED  
 SY4455* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 SY4455  ___________________________________________________________________
 SY4455  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 SY4455  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SY4455
 SY4455  HORZ ORDER  -  THIRD
 SY4455
 SY4455.The horizontal coordinates were established by classical geodetic methods
 SY4455.and adjusted by the National Geodetic Survey in December 1991..
 SY4455
 SY4455.The orthometric height was scaled from a topographic map.
 SY4455
 SY4455.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4455
 SY4455.The geoid height was determined by GEOID03.
 SY4455
 SY4455;                    North         East     Units Scale Factor Converg.
 SY4455;SPC WA N     -    61,939.156   392,141.658   MT  0.99999138   -1 04 00.7
 SY4455;SPC WA N     -   203,212.05  1,286,551.42   sFT  0.99999138   -1 04 00.7
 SY4455;UTM  10      - 5,266,332.247   555,207.621   MT  0.99963745   +0 32 29.0
 SY4455
 SY4455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4455!SPC WA N     -   0.99998799  x   0.99999138  =   0.99997937
 SY4455!UTM  10      -   0.99998799  x   0.99963745  =   0.99962544
 SY4455
 SY4455                          SUPERSEDED SURVEY CONTROL
 SY4455
 SY4455  NAD 83(1986)-  47 32 53.02457(N)    122 15 58.65161(W) AD(       ) 3
 SY4455  NAD 27      -  47 32 53.66700(N)    122 15 54.20800(W) AD(       ) 3
 SY4455
 SY4455.Superseded values are not recommended for survey control.
 SY4455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4455.See file dsdata.txt to determine how the superseded data were derived.
 SY4455
 SY4455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5520866332(NAD 83)
 SY4455
 SY4455  HISTORY     - Date     Condition        Report By
 SY4455  HISTORY     - 1934     MONUMENTED       WAGS
 SY4455  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4455
 SY4455                          STATION DESCRIPTION
 SY4455
 SY4455'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1934
 SY4455'CLEARING OF LAND HAS DESTROYED BOTH REFERENCE MARKS.  THE CONCRETE
 SY4455'MONUMENT WAS FOUND, CONSIDERABLY BROKEN AND WITH THE STATION MARKER
 SY4455'REMOVED, BUT THE CENTER HOLE COULD STILL BE DETERMINED.  A NEW
 SY4455'STATION (UPLANDS) WAS ESTABLISHED ON THE NEXT HIGH KNOLL W OF BARE.
 SY4455'A NEW STATION MARKER WAS RESET IN WHAT WAS THOUGHT TO BE BARE AND
 SY4455'OBSERVED UPON FROM UPLANDS.
 SY4455'
 SY4455'BARE IS SO CLOSE, 98.833 METERS (324.25 FEET), TO UPLANDS THAT
 SY4455'REFERENCE MARKS AT BARE WERE NOT CONSIDERED NECESSARY.
 SY4455
 SY4455                          STATION RECOVERY (1951)
 SY4455
 SY4455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4455'THIS STATION IS CONSIDERED LOST.
 SY4455'
 SY4455'THE AREA HAS BEEN DIVIDED INTO LOTS.  STREETS HAVE BEEN GRADED.
 SY4455'THE LOTS IN THE IMMEDIATE VICINITY OF BARE 2 HAVE BEEN GRADED DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6062 ***********************************************************************
 AA6062  DESIGNATION -  BARE BUCK
 AA6062  PID         -  AA6062
 AA6062  STATE/COUNTY-  WA/KITTITAS
 AA6062  USGS QUAD   -  FROST MTN (1992)
 AA6062
 AA6062                         *CURRENT SURVEY CONTROL
 AA6062  ___________________________________________________________________
 AA6062* NAD 83(1998)-  47 02 23.35586(N)    120 55 32.81815(W)     ADJUSTED  
 AA6062* NAVD 88     -      1517.8    (meters)    4980.     (feet)  GPS OBS   
 AA6062  ___________________________________________________________________
 AA6062  X           -  -2,238,395.153 (meters)                     COMP
 AA6062  Y           -  -3,736,269.245 (meters)                     COMP
 AA6062  Z           -   4,645,879.492 (meters)                     COMP
 AA6062  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 AA6062  ELLIP HEIGHT-        1498.51  (meters)          (07/05/01) GPS OBS
 AA6062  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 AA6062
 AA6062  HORZ ORDER  -  FIRST
 AA6062  ELLP ORDER  -  FOURTH    CLASS II
 AA6062
 AA6062.The horizontal coordinates were established by GPS observations
 AA6062.and adjusted by the National Geodetic Survey in July 2001..
 AA6062.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6062.DATUM ITEM on the data sheet items page.
 AA6062
 AA6062.The orthometric height was determined by GPS observations and a
 AA6062.high-resolution geoid model.
 AA6062
 AA6062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6062
 AA6062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6062
 AA6062.The ellipsoidal height was determined by GPS observations
 AA6062.and is referenced to NAD 83.
 AA6062
 AA6062.The geoid height was determined by GEOID03.
 AA6062
 AA6062;                    North         East     Units Scale Factor Converg.
 AA6062;SPC WA S     -   189,767.211   467,642.632   MT  0.99994608   -0 18 33.4
 AA6062;SPC WA S     -   622,594.59  1,534,257.54   sFT  0.99994608   -0 18 33.4
 AA6062;UTM  10      - 5,211,677.086   657,573.949   MT  0.99990517   +1 31 05.8
 AA6062
 AA6062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6062!SPC WA S     -   0.99976516  x   0.99994608  =   0.99971126
 AA6062!UTM  10      -   0.99976516  x   0.99990517  =   0.99967036
 AA6062
 AA6062                          SUPERSEDED SURVEY CONTROL
 AA6062
 AA6062  NAD 83(1991)-  47 02 23.35434(N)    120 55 32.81865(W) AD(       ) 1
 AA6062  ELLIP H (06/21/95) 1498.63   (m)                       GP(       ) 4 2
 AA6062
 AA6062.Superseded values are not recommended for survey control.
 AA6062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6062.See file dsdata.txt to determine how the superseded data were derived.
 AA6062
 AA6062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5757411677(NAD 83)
 AA6062_MARKER: DD = SURVEY DISK
 AA6062_SETTING: 66 = SET IN ROCK OUTCROP
 AA6062_STAMPING: BARE BUCK 1991
 AA6062_MARK LOGO: USFS  
 AA6062_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA6062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA6062+STABILITY: POSITION/ELEVATION WELL
 AA6062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6062+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA6062
 AA6062  HISTORY     - Date     Condition        Report By
 AA6062  HISTORY     - 1991     MONUMENTED       USFS
 AA6062
 AA6062                          STATION DESCRIPTION
 AA6062
 AA6062'DESCRIBED BY US FOREST SERVICE 1991 (LDF)
 AA6062'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6062'APPROXIMATELY 36 MI (57.9 KM) SOUTHWEST OF WENATCHEE, 11 MI (17.7 KM)
 AA6062'SOUTH OF CLE ELUM, AND 18 MI (29.0 KM) WEST-NORTHWEST OF ELLENSBURG IN
 AA6062'THE NORTHEAST 1/4 SEC 23, T18N, R15E, W.M. TO REACH THE STATION FROM
 AA6062'THE TANEUM GUARD STATION IN THE TANEUM CANYON APPROXIMATELY 15 MI
 AA6062'(24.1 KM) NORTHWEST OF ELLENSBURG, PROCEED WEST ON FOREST ROAD 33 FOR
 AA6062'3.0 MI (4.8 KM) TO THE JUNCTION WITH FOREST ROAD 3330. TURN LEFT AND
 AA6062'PROCEED SOUTH ON FOREST ROAD 3330 FOR 8.93 MI (14.37 KM) TO JUNCTION
 AA6062'WITH FOREST ROAD 3120-109. TURN LEFT AND PROCEED SOUTH ON FOREST ROAD
 AA6062'3120-109 FOR 0.5 MI (0.8 KM) TO JUNCTION WITH FOREST ROAD 3111. TURN
 AA6062'RIGHT AND PROCEED SOUTH ON FOREST ROAD 3111 FOR 1.25 MI (2.01 KM) TO
 AA6062'THE JUNCTION WITH FOREST ROAD 3111-115. TURN LEFT AND PROCEED EAST ON
 AA6062'FOREST ROAD 3111-115 FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT.
 AA6062'THE STATION IS A 3.5 INCH USDA FS ALUMINUM DISK SET ON 10 INCHES OF
 AA6062'ALUMINUM ROD DRIVEN IN DRILL HOLE IN BEDROCK, AND STAMPED "BARE BUCK
 AA6062'1991". THE DISK IS LOCATED 225 FT (68.6 M) EAST OF FOREST ROAD
 AA6062'3111-115, 172 FT (52.4 M) NORTH OF FOREST ROAD 3111-115, 63.6 FT (19.4
 AA6062'M) SOUTHEAST OF A 6 INCH DIAMETER BLAZED, TAGGED, AND PAINTED RED PINE
 AA6062'TREE, AND 3 FT (0.9 M) NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2196 ***********************************************************************
 TR2196  DESIGNATION -  BARE ISLAND 2 1894
 TR2196  PID         -  TR2196
 TR2196  STATE/COUNTY-  WA/SAN JUAN
 TR2196  USGS QUAD   -  WALDRON ISLAND (1994)
 TR2196
 TR2196                         *CURRENT SURVEY CONTROL
 TR2196  ___________________________________________________________________
 TR2196* NAD 83(1991)-  48 43 46.96930(N)    123 00 51.52361(W)     ADJUSTED  
 TR2196* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 TR2196  ___________________________________________________________________
 TR2196  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 TR2196  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TR2196
 TR2196  HORZ ORDER  -  SECOND
 TR2196
 TR2196.The horizontal coordinates were established by classical geodetic methods
 TR2196.and adjusted by the National Geodetic Survey in December 1991..
 TR2196
 TR2196.The orthometric height was scaled from a topographic map.
 TR2196
 TR2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2196
 TR2196.The geoid height was determined by GEOID03.
 TR2196
 TR2196;                    North         East     Units Scale Factor Converg.
 TR2196;SPC WA N     -   194,594.290   339,573.725   MT  0.99999932   -1 37 25.6
 TR2196;SPC WA N     -   638,431.43  1,114,084.80   sFT  0.99999932   -1 37 25.6
 TR2196;UTM  10      - 5,397,410.142   498,947.523   MT  0.99960001   -0 00 38.7
 TR2196
 TR2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2196!SPC WA N     -   1.00000131  x   0.99999932  =   1.00000063
 TR2196!UTM  10      -   1.00000131  x   0.99960001  =   0.99960132
 TR2196
 TR2196:                Primary Azimuth Mark                     Grid Az
 TR2196:SPC WA N     -  DRY RESET                                235 47 25.8
 TR2196:UTM  10      -  DRY RESET                                234 10 38.9
 TR2196
 TR2196|---------------------------------------------------------------------|
 TR2196| PID    Reference Object                     Distance      Geod. Az  |
 TR2196|                                                           dddmmss.s |
 TR2196| TR2184 DRY RESET                           APPROX. 2.4 KM 2341000.2 |
 TR2196|---------------------------------------------------------------------|
 TR2196
 TR2196                          SUPERSEDED SURVEY CONTROL
 TR2196
 TR2196  NAD 83(1986)-  48 43 46.97001(N)    123 00 51.52362(W) AD(       ) 2
 TR2196  NAD 27      -  48 43 47.59400(N)    123 00 46.85000(W) AD(       ) 2
 TR2196
 TR2196.Superseded values are not recommended for survey control.
 TR2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2196.See file dsdata.txt to determine how the superseded data were derived.
 TR2196
 TR2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9894897410(NAD 83)
 TR2196
 TR2196  HISTORY     - Date     Condition        Report By
 TR2196  HISTORY     - 1894     MONUMENTED       CGS
 TR2196  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2196  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR2196  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2196
 TR2196                          STATION DESCRIPTION
 TR2196
 TR2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2196'OLD STATION COULD NOT BE FOUND.  NEW STATION IS 9 PACES FROM EDGE
 TR2196'OF GRASS TOWARD PATOS ISLAND AND 8 PACES FROM BRINK OF CLIFF IN
 TR2196'BIGHT TOWARD MOUNT CONSTITUTION.  THE ISLAND, 35 FEET ABOVE TIDES,
 TR2196'IS COVERED WITH DEEP BLACK SOIL AND RANK GRASS.  STATION IS MARKED
 TR2196'BY STONE, 16 INCHES BENEATH SURFACE, WITH 1/2-INCH HOLE DRILLED
 TR2196'2 INCHES DEEP.  ONE STUB IS IN LINE TO EAST POINT LIGHT, ONE IN
 TR2196'PROLONGATION OF SAME LINE, AND ONE NEARLY AT RIGHT ANGLES
 TR2196'TOWARD POINT OF WALDRON ISLAND.
 TR2196
 TR2196                          STATION RECOVERY (1940)
 TR2196
 TR2196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2196'SEARCHED FOR ABOUT 45 MINUTES, BELIEVED UNRECOVERABLE.  STATION
 TR2196'LOST.
 TR2196
 TR2196                          STATION RECOVERY (1942)
 TR2196
 TR2196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2196'STATION WAS RECOVERED AS DESCRIBED, BUT WAS NOT OCCUPIED.
 TR2196'
 TR2196'STATION IS LOCATED ON BARE ISLAND, A SMALL ISLAND, 35 FEET
 TR2196'ELEVATION, AT THE SOUTHERN END OF BOUNDARY PASS JUST OFF THE NE
 TR2196'POINT OF WALDRON ISLAND.
 TR2196'
 TR2196'STATION IS LOCATED 27.5 FEET FROM EDGE OF DROP-OFF TOWARD PATOS
 TR2196'ISLAND AND 24.3 FEET FROM BRINK OF CLIFF IN BIGHT TOWARD MOUNT
 TR2196'CONSTITUTION.  STATION IS MARKED BY A SMALL BOULDER, ABOUT 15
 TR2196'INCHES IN DIAMETER, ABOUT 18 INCHES BELOW THE SURFACE, 1/2-INCH
 TR2196'DRILL HOLE 2 INCHES DEEP.
 TR2196'
 TR2196'SEE BARE 1942.
 TR2196
 TR2196                          STATION RECOVERY (1950)
 TR2196
 TR2196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2196'THIS STATION WAS RECOVERED IN GOOD CONDITION.
 TR2196'
 TR2196'ON BARE ISLAND, A ROCKY GRASS-COVERED ISLAND ABOUT 1/2 MILE NNW
 TR2196'OF POINT HAMMOND, ABOUT 9 METERS S OF A PRECIPITOUS BLUFF THAT
 TR2196'DROPS TO THE HIGH-WATER LINE, 8 METERS W OF THE EDGE OF A BIGHT
 TR2196'TOWARD MT. CONSTITUTION, 12.318 METERS NNE OF BARE 1942 (SEE
 TR2196'DESCRIPTION THEREOF), A 1/2 INCH DRILL HOLE IN A SMALL BOULDER
 TR2196'BURIED ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.
 TR2196'
 TR2196'THE ISLAND IS COVERED WITH GRASS AND IS A NESTING GROUND FOR
 TR2196'SEAGULLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1442 ***********************************************************************
 SX1442  DESIGNATION -  BARE MOUNTAIN LOOKOUT
 SX1442  PID         -  SX1442
 SX1442  STATE/COUNTY-  WA/KING
 SX1442  USGS QUAD   -  MOUNT PHELPS (1989)
 SX1442
 SX1442                         *CURRENT SURVEY CONTROL
 SX1442  ___________________________________________________________________
 SX1442* NAD 83(1991)-  47 38 57.77863(N)    121 30 27.00039(W)     ADJUSTED  
 SX1442* NAVD 88     -                                                        
 SX1442  ___________________________________________________________________
 SX1442  LAPLACE CORR-          17.41  (seconds)                    DEFLEC99
 SX1442  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 SX1442
 SX1442  HORZ ORDER  -  THIRD
 SX1442
 SX1442.The horizontal coordinates were established by classical geodetic methods
 SX1442.and adjusted by the National Geodetic Survey in December 1991..
 SX1442
 SX1442
 SX1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1442
 SX1442.The geoid height was determined by GEOID03.
 SX1442
 SX1442;                    North         East     Units Scale Factor Converg.
 SX1442;SPC WA N     -    72,421.481   449,352.014   MT  0.99997549   -0 30 07.0
 SX1442;SPC WA N     -   237,602.81  1,474,249.07   sFT  0.99997549   -0 30 07.0
 SX1442;UTM  10      - 5,278,410.792   612,084.902   MT  0.99975438   +1 06 11.3
 SX1442
 SX1442                          SUPERSEDED SURVEY CONTROL
 SX1442
 SX1442  NAD 83(1986)-  47 38 57.77286(N)    121 30 27.00330(W) AD(       ) 4
 SX1442  NAD 27      -  47 38 58.38600(N)    121 30 22.65700(W) AD(       ) 3
 SX1442
 SX1442.Superseded values are not recommended for survey control.
 SX1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1442.See file dsdata.txt to determine how the superseded data were derived.
 SX1442
 SX1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT1208578411(NAD 83)
 SX1442
 SX1442  HISTORY     - Date     Condition        Report By
 SX1442  HISTORY     - 1936     MONUMENTED       WAGS
 SX1442
 SX1442                          STATION DESCRIPTION
 SX1442
 SX1442'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1442'STATION IS IN THE NE PORTION OF KING COUNTY, ABOUT 8 MILES SW OF
 SX1442'SKYKOMISH, BETWEEN THE N FORK OF THE SNOQUALMIE RIVER AND BEAR
 SX1442'CREEK, A TRIBUTARY OF LENNOX CREEK, THE CENTER OF THE LOOKOUT
 SX1442'HOUSE ON TOP OF THE MOUNTAIN, ELEVATION ABOUT 5,375 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1430 ***********************************************************************
 RB1430  DESIGNATION -  BARGER
 RB1430  PID         -  RB1430
 RB1430  STATE/COUNTY-  WA/BENTON
 RB1430  USGS QUAD   -  IRRIGON (1993)
 RB1430
 RB1430                         *CURRENT SURVEY CONTROL
 RB1430  ___________________________________________________________________
 RB1430* NAD 83(1991)-  45 55 21.39263(N)    119 26 35.80255(W)     ADJUSTED  
 RB1430* NAVD 88     -       103.0    (meters)     338.     (feet)  VERTCON   
 RB1430  ___________________________________________________________________
 RB1430  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 RB1430  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 RB1430
 RB1430  HORZ ORDER  -  SECOND
 RB1430
 RB1430.The horizontal coordinates were established by classical geodetic methods
 RB1430.and adjusted by the National Geodetic Survey in December 1991..
 RB1430
 RB1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1430
 RB1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1430
 RB1430.The geoid height was determined by GEOID03.
 RB1430
 RB1430;                    North         East     Units Scale Factor Converg.
 RB1430;SPC WA S     -    66,047.306   581,967.170   MT  0.99998096   +0 46 03.4
 RB1430;SPC WA S     -   216,690.20  1,909,337.29   sFT  0.99998096   +0 46 03.4
 RB1430;SPC OR N     -   251,228.821 2,581,967.309   MT  0.99998124   +0 44 57.9
 RB1430;SPC OR N     -   824,241.54  8,471,021.35   iFT  0.99998124   +0 44 57.9
 RB1430;UTM  11      - 5,088,351.661   310,549.478   MT  1.00004125   -1 45 20.8
 RB1430
 RB1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1430!SPC WA S     -   0.99998727  x   0.99998096  =   0.99996823
 RB1430!SPC OR N     -   0.99998727  x   0.99998124  =   0.99996851
 RB1430!UTM  11      -   0.99998727  x   1.00004125  =   1.00002852
 RB1430
 RB1430:                Primary Azimuth Mark                     Grid Az
 RB1430:SPC WA S     -  MESA                                     018 34 14.5
 RB1430:SPC OR N     -  MESA                                     018 35 20.0
 RB1430:UTM  11      -  MESA                                     021 05 38.7
 RB1430
 RB1430|---------------------------------------------------------------------|
 RB1430| PID    Reference Object                     Distance      Geod. Az  |
 RB1430|                                                           dddmmss.s |
 RB1430| RB1431 MESA                                APPROX. 1.9 KM 0192017.9 |
 RB1430| CF4413 BARGER RM 1                          12.942 METERS 26339     |
 RB1430| CF4414 BARGER RM 2                          13.911 METERS 35514     |
 RB1430|---------------------------------------------------------------------|
 RB1430
 RB1430                          SUPERSEDED SURVEY CONTROL
 RB1430
 RB1430  NAD 83(1991)-  45 55 21.39265(N)    119 26 35.80260(W) AD(       ) 2
 RB1430  NAD 83(1986)-  45 55 21.40003(N)    119 26 35.79663(W) AD(       ) 2
 RB1430  NAD 27      -  45 55 21.92300(N)    119 26 31.72600(W) AD(       ) 2
 RB1430  NGVD 29 (07/19/86)  102.0    (m)          335.     (f) VERT ANG       
 RB1430
 RB1430.Superseded values are not recommended for survey control.
 RB1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1430.See file dsdata.txt to determine how the superseded data were derived.
 RB1430
 RB1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL1054988352(NAD 83)
 RB1430_MARKER: Z = SEE DESCRIPTION
 RB1430_SETTING: 0 = UNSPECIFIED SETTING
 RB1430
 RB1430  HISTORY     - Date     Condition        Report By
 RB1430  HISTORY     - 1942     MONUMENTED       USE
 RB1430  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RB1430  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RB1430  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RB1430  HISTORY     - 1964     SEE DESCRIPTION  CGS
 RB1430
 RB1430                          STATION DESCRIPTION
 RB1430
 RB1430'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB1430'STATION IS LOCATED ABOUT 4.8 MILES W OF PLYMOUTH AND ABOUT 0.8 MILE
 RB1430'W OF BARGER SIDING.  (ON THE SPOKANE, PORTLAND AND SEATTLE
 RB1430'RAILROAD.) IT IS ON A PROMINENT GRASS-COVERED HILL ABOUT 50 FEET
 RB1430'N OF THE CENTER LINE OF AN E-W GRAVELED ROAD AND ABOUT 200 FEET NE
 RB1430'OF A CHANNEL RANGE LIGHT AND TARGET.
 RB1430'
 RB1430'THE STATION IS MARKED BY A U.S.E. DISK SET IN A 1-FOOT SQUARE
 RB1430'BURIED BOULDER.  IT IS FLUSH WITH THE GROUND AND IS STAMPED BARGER
 RB1430'1942.  THERE IS A WHITE REFERENCE POST 5 FEET S OF THE STATION.
 RB1430'
 RB1430'THERE IS NO UNDERGROUND MARK.
 RB1430'
 RB1430'REFERENCE MARK NO.1 IS AT ABOUT THE SAME ELEVATION AS THE
 RB1430'STATION, 53 FEET N OF THE CENTER LINE OF THE ROAD.  IT IS A
 RB1430'U.S.E. DISK SET IN AN 8- BY 10-INCH BURIED BOULDER.  IT PROJECTS
 RB1430'3 INCHES AND IS STAMPED NO.1, 1942.
 RB1430'
 RB1430'REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE
 RB1430'STATION, 95 FEET N OF CENTER LINE OF THE ROAD.  IT IS A
 RB1430'U.S.E. DISK SET IN A 1-FOOT SQUARE BURIED BOULDER.  IT IS FLUSH
 RB1430'WITH THE GROUND AND IS STAMPED NO.2, 1942.
 RB1430'
 RB1430'STATION MESA (U.S.E.) IS TO BE USED AS AN AZIMUTH.
 RB1430'
 RB1430'TO REACH THE STATION FROM BARGER SIDING GO W ON AN E-W GRAVELED
 RB1430'ROAD FOR 0.8 MILE TO THE TOP OF THE HILL AND THE STATION.
 RB1430
 RB1430                          STATION RECOVERY (1956)
 RB1430
 RB1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 RB1430'RECOVERED.  STATION WAS RECOVERED IN GOOD CONDITION AS
 RB1430'DESCRIBED EXCEPT THE STATION IS ABOUT 50 FT. N OF THE CENTERLINE
 RB1430'OF AN E-W PAVED ROAD.  REFERENCE MARK 1 IS STAMPED RM NO 1 1942,
 RB1430'REFERENCE MARK 2 IS STAMPED RM NO 2 1942.
 RB1430'
 RB1430'TO REACH THE STATION FROM THE HIGHWAY JUNCTION IN PLYMOUTH,
 RB1430'GO W ON A PAVED ROAD TO PROSSER (STATE HIGHWAY 8) FOR 4.1 MI. TO
 RB1430'A RAILROAD GRADE CROSSING AND CONTINUE W ALONG THE PAVED ROAD
 RB1430'FOR 0.85 MI. TO THE STATION ON THE RIGHT.
 RB1430
 RB1430                          STATION RECOVERY (1956)
 RB1430
 RB1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 RB1430'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RB1430'CONDITION AS DESCRIBED EXCEPT FOR THE STAMPING ON THE REFERENCE
 RB1430'MARKS AND THE ROAD SURFACING.
 RB1430'
 RB1430'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND
 RB1430'THE UMATILLA TOLL BRIDGE ROAD IN PLYMOUTH, GO W ON THE PAVED ROAD
 RB1430'TO PROSSER (STATE HIGHWAY 8) FOR 4.1 MI. TO A RAILROAD GRADE
 RB1430'CROSSING AND CONTINUE W ALONG THE PAVED ROAD FOR 0.85 MI. TO THE
 RB1430'STATION ON THE RIGHT, ABOUT 50 FT. FROM THE CENTERLINE OF THE
 RB1430'HIGHWAY.
 RB1430'
 RB1430'REFERENCE MARKS 1 AND 2 ARE U.S. ENGINEERS DISKS, STAMPED RM NO 1
 RB1430'1942, AND RM NO 2 1942 RESPECTIVELY.
 RB1430
 RB1430                          STATION RECOVERY (1959)
 RB1430
 RB1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RB1430'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 RB1430'NEW DESCRIPTION FOLLOWS.
 RB1430'
 RB1430'STATION IS LOCATED ABOUT 4.8 MILES WEST OF PLYMOUTH AND ABOUT 2.5
 RB1430'MILES NORTHEAST OF IRRIGON.  IT IS ON A PROMINENT GRASS-COVERED
 RB1430'HILL ABOUT 50 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST PAVED
 RB1430'ROAD, AND ABOUT 200 FEET NORTHEAST OF DEVILS BEND RANGE 4 REAR
 RB1430'LIGHT.
 RB1430'
 RB1430'STATION MARK, STAMPED BARGER 1942, IS A STANDARD U.S. ARMY
 RB1430'ENGINEERS CONTROL STATION DISK SET IN A DRILL HOLE IN A 1-FOOT
 RB1430'SQUARE BURIED BOULDER, FLUSH WITH THE SURFACE OF THE GROUND.  THERE
 RB1430'IS A WHITE WITNESS POST 5 FEET SOUTH OF THE STATION.
 RB1430'
 RB1430'THERE IS NO UNDERGROUND MARK.
 RB1430'
 RB1430'REFERENCE MARK 1, STAMPED R.M. NO. 1 1942, IS A STANDARD
 RB1430'U.S. ARMY ENGINEERS REFERENCE MARK DISK SET IN A DRILL HOLE IN AN
 RB1430'8 BY 10 INCH BURIED BOULDER PROJECTING 3 INCHES ABOVE THE SURFACE
 RB1430'OF THE GROUND.  IT IS 53 FEET NORTH OF THE CENTERLINE OF THE
 RB1430'ROAD, AND IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK.
 RB1430'
 RB1430'REFERENCE MARK 2, STAMPED R.M. NO. 2 1942, IS A STANDARD
 RB1430'U.S. ARMY ENGINEERS REFERENCE MARK DISK SET IN A DRILL HOLE IN
 RB1430'A 1-FOOT SQUARE BURIED BOULDER FLUSH WITH THE SURFACE OF THE
 RB1430'GROUND.  IT IS 95 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 RB1430'AT ABOUT THE SAME ELEVATION AS THE STATION MARK.
 RB1430'
 RB1430'STATION MESA (U.S.E.) MAY BE USED AS AZIMUTH MARK.
 RB1430'
 RB1430'TO REACH FROM THE HIGHWAY INTERSECTION AND POST OFFICE IN PLYMOUTH
 RB1430'GO WEST ON PAVED ROAD TO PATERSON 3.6 MILES TO RAILROAD
 RB1430'CROSSING.  CONTINUE WEST ON THIS ROAD FOR 0.8 MILE TO THE TOP OF
 RB1430'THE HILL AND STATION ON THE RIGHT.
 RB1430'
 RB1430'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE NOT MEASURED.
 RB1430
 RB1430                          STATION RECOVERY (1964)
 RB1430
 RB1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 RB1430'THE STATION WAS RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE
 RB1430'CHANGED.  A NEW TO REACH FOLLOWS.
 RB1430'
 RB1430'TO REACH THE STATION FROM THE PLYMOUTH POST OFFICE GO WEST ON
 RB1430'PATERSON ROAD FOR 4.7 MILES TO THE STATION ON THE RIGHT.
 RB1430'
 RB1430'A METAL WITNESS POST WAS PLACED 2 FEET SOUTH OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1310 ***********************************************************************
 SW1310  DESIGNATION -  BARHAM
 SW1310  PID         -  SW1310
 SW1310  STATE/COUNTY-  WA/GRANT
 SW1310  USGS QUAD   -  WEBER (1981)
 SW1310
 SW1310                         *CURRENT SURVEY CONTROL
 SW1310  ___________________________________________________________________
 SW1310* NAD 83(1991)-  47 04 05.06845(N)    118 58 57.71647(W)     ADJUSTED  
 SW1310* NAVD 88     -       427.1    (meters)    1401.     (feet)  VERTCON   
 SW1310  ___________________________________________________________________
 SW1310  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 SW1310  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SW1310
 SW1310  HORZ ORDER  -  SECOND
 SW1310
 SW1310.The horizontal coordinates were established by classical geodetic methods
 SW1310.and adjusted by the National Geodetic Survey in December 1991..
 SW1310
 SW1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1310
 SW1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1310
 SW1310.The geoid height was determined by GEOID03.
 SW1310
 SW1310;                    North         East     Units Scale Factor Converg.
 SW1310;SPC WA S     -   193,929.144   615,240.330   MT  0.99995012   +1 06 07.8
 SW1310;SPC WA S     -   636,249.20  2,018,500.98   sFT  0.99995012   +1 06 07.8
 SW1310;UTM  11      - 5,214,636.490   349,457.855   MT  0.99987854   -1 27 07.0
 SW1310
 SW1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1310!SPC WA S     -   0.99993629  x   0.99995012  =   0.99988641
 SW1310!UTM  11      -   0.99993629  x   0.99987854  =   0.99981484
 SW1310
 SW1310:                Primary Azimuth Mark                     Grid Az
 SW1310:SPC WA S     -  GRAM                                     002 23 42.4
 SW1310:UTM  11      -  GRAM                                     004 56 57.2
 SW1310
 SW1310|---------------------------------------------------------------------|
 SW1310| PID    Reference Object                     Distance      Geod. Az  |
 SW1310|                                                           dddmmss.s |
 SW1310| SW0306 GRAM                                APPROX. 2.0 KM 0032950.2 |
 SW1310| CF1898 BARHAM RM 1                         132.040 METERS 05428     |
 SW1310| CF1899 BARHAM RM 2                         148.865 METERS 13209     |
 SW1310|---------------------------------------------------------------------|
 SW1310
 SW1310                          SUPERSEDED SURVEY CONTROL
 SW1310
 SW1310  NAD 83(1986)-  47 04 05.07898(N)    118 58 57.70550(W) AD(       ) 2
 SW1310  NAD 27      -  47 04 05.55600(N)    118 58 53.68700(W) AD(       ) 2
 SW1310  NGVD 29 (07/19/86)  426.0    (m)         1398.     (f) VERT ANG       
 SW1310
 SW1310.Superseded values are not recommended for survey control.
 SW1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1310.See file dsdata.txt to determine how the superseded data were derived.
 SW1310
 SW1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN4945814636(NAD 83)
 SW1310_MARKER: DS = TRIANGULATION STATION DISK
 SW1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1310_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1310
 SW1310  HISTORY     - Date     Condition        Report By
 SW1310  HISTORY     - 1957     MONUMENTED       CGS
 SW1310  HISTORY     - 1966     GOOD             CGS
 SW1310
 SW1310                          STATION DESCRIPTION
 SW1310
 SW1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW1310'THE STATION IS LOCATED ABOUT 15 MILES EAST SOUTHEAST OF MOSES
 SW1310'LAKE, 7-3/4 MILES NORTH NORTHEAST OF WARDEN, 1-1/4 MILES SOUTH OF
 SW1310'U.S. HIGHWAY 10, ON THE SUMMIT OF A LARGE ROUND-TOPPED HILL IN A
 SW1310'CULTIVATED AREA OF ROLLING HILLS, JUST WEST OF THE ADAMS-GRANT
 SW1310'COUNTY LINE.
 SW1310'
 SW1310'TO REACH FROM THE INTERSECTION OF DIVISION STREET AND U.S. HIGHWAY
 SW1310'10 (BROADWAY AVENUE) IN MOSES LAKE, GO EAST ON HIGHWAY 10 FOR
 SW1310'16.4 MILES TO A FARM ROAD RIGHT, SOUTH, JUST PRIOR TO REACHING THE
 SW1310'BRIDGE OVER WEBER COULEE.  THIS IS 0.1 MILE WEST OF THE
 SW1310'ADAMS-GRANT COUNTY LINE.  TURN RIGHT AND FOLLOW THE DIRT ROAD
 SW1310'SOUTH AND THEN EAST, PARALLELING THE RAILROAD TRACKS, FOR 0.4
 SW1310'MILE TO A RAILROAD CROSSING.  CROSS THE TRACKS AND FOLLOW THE
 SW1310'ROAD 0.3 MILE TO A COUNTY LINE MARKER ON THE RIGHT.  CONTINUE
 SW1310'SOUTH ON THE TRACK ROAD FOR 0.5 MILE TO ANOTHER COUNTY LINE
 SW1310'MARKER ON THE RIGHT.  CONTINUE SOUTH ON THE TRACK ROAD FOR
 SW1310'0.2 MILE TO REFERENCE MARK 1 ON THE LEFT.  FROM HERE THE STATION
 SW1310'IS 433.2 FEET SOUTHWEST ON THE HIGHEST PART OF THE HILL.
 SW1310'
 SW1310'THE STATION MARK IS A STANDARD DISK, STAMPED BARHAM 1957, SET IN
 SW1310'THE TOP OF A 12 INCH ROUND CONCRETE POST WHICH IS 8 INCHES BELOW
 SW1310'THE SURFACE OF THE GROUND.
 SW1310'
 SW1310'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BARHAM NO 1 1957,
 SW1310'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SW1310'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ALONG THE
 SW1310'ADAMS-GRANT COUNTY LINE AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 SW1310'
 SW1310'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BARHAM NO 2 1957,
 SW1310'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SW1310'2 INCHES.  IT IS ALONG THE ADAMS-GRANT COUNTY LINE AND 1.5 FEET
 SW1310'NORTH OF A WHITE WITNESS POST.
 SW1310'
 SW1310'AT REFERENCE MARK 1, THE ANGLE FROM R.M. 2 TO BARHAM IS 55 DEG
 SW1310'24 MIN 13.2 SEC
 SW1310'
 SW1310'AT REFERENCE MARK 2, THE ANGLE FROM BARHAM TO R.M. 1 IS 46 DEG
 SW1310'54 MIN 39.6 SEC.
 SW1310'
 SW1310'OFFICE NOTE--THE DISTANCE TO THE REFERENCE MARKS WAS MEASURED BY
 SW1310'A 300-FOOT TAPE ON THE GROUND, AND IS NOT THE HORIZONTAL DISTANCE.
 SW1310
 SW1310                          STATION RECOVERY (1966)
 SW1310
 SW1310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SW1310'THE STATION WAS RECOVERED AS DESCRIBED.
 SW1310'THE FOLLOWING ADDITIONAL INFORMATION MAY BE HELPFUL.
 SW1310'
 SW1310'THE STATION IS IN SECTION 12, T 18N, R 30E.
 SW1310'
 SW1310'REFERENCE MARK NO. 1 IS ON THE COUNTY LINE AND SECTION LINE, 0.2
 SW1310'MILE SOUTH OF THE NORTHEAST CORNER OF SECTION 12, ON THE
 SW1310'NORTHEASTERN SLOPE OF A HILL, 1 INCH BELOW GROUND, 1 FOOT SOUTH OF
 SW1310'A WOODEN WITNESS POST AND 1 FOOT NORTH OF A METAL WITNESS POST.
 SW1310'
 SW1310'REFERENCE MARK NO. 2 IS ON THE COUNTY LINE AND SECTION LINE, 0.3
 SW1310'MILE SOUTH OF THE NORTHEAST CORNER OF SECTION 12, ON THE
 SW1310'SOUTHEASTERN SLOPE OF THE HILL, 1 FOOT NORTH OF A WOODEN WITNESS
 SW1310'POST AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 SW1310'
 SW1310'DIRECTIONS FOR REACHING THE STATION ARE ADEQUATE AT PRESENT, BUT
 SW1310'INTERSTATE HIGHWAY 90 IS NOT COMPLETED AND LATER, LEAVING THE
 SW1310'FREEWAY MAY BE DIFFICULT.  A SATISFACTORY ROUTE TO THE STATION
 SW1310'WAS NOT FOUND.  ON THE PRESENT ROUTE, THE ROAD BEYOND THE RAILROAD
 SW1310'CROSSING IS VERY FAINT AND THERE IS NO ROAD BEYOND THE NORTHEAST
 SW1310'CORNER OF SECTION 12, THE LAND ALL BEING CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1230 ***********************************************************************
 SX1230  DESIGNATION -  BARING
 SX1230  PID         -  SX1230
 SX1230  STATE/COUNTY-  WA/KING
 SX1230  USGS QUAD   -  BARING (1982)
 SX1230
 SX1230                         *CURRENT SURVEY CONTROL
 SX1230  ___________________________________________________________________
 SX1230* NAD 83(1991)-  47 46 45.44577(N)    121 26 08.96245(W)     ADJUSTED  
 SX1230* NAVD 88     -      1867.6    (meters)    6127.     (feet)  VERTCON   
 SX1230  ___________________________________________________________________
 SX1230  LAPLACE CORR-          17.60  (seconds)                    DEFLEC99
 SX1230  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 SX1230
 SX1230  HORZ ORDER  -  FIRST
 SX1230
 SX1230.The horizontal coordinates were established by classical geodetic methods
 SX1230.and adjusted by the National Geodetic Survey in December 1991..
 SX1230
 SX1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1230
 SX1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1230
 SX1230.The geoid height was determined by GEOID03.
 SX1230
 SX1230;                    North         East     Units Scale Factor Converg.
 SX1230;SPC WA N     -    86,819.637   454,849.850   MT  0.99995963   -0 26 54.8
 SX1230;SPC WA N     -   284,840.76  1,492,286.55   sFT  0.99995963   -0 26 54.8
 SX1230;UTM  10      - 5,292,954.389   617,175.993   MT  0.99976872   +1 09 30.6
 SX1230
 SX1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1230!SPC WA N     -   0.99971048  x   0.99995963  =   0.99967013
 SX1230!UTM  10      -   0.99971048  x   0.99976872  =   0.99947927
 SX1230
 SX1230|---------------------------------------------------------------------|
 SX1230| PID    Reference Object                     Distance      Geod. Az  |
 SX1230|                                                           dddmmss.s |
 SX1230| CF4074 BARING RM 1                           9.158 METERS 19503     |
 SX1230| CF4072 BARING AZ MK                                       2584856.6 |
 SX1230| SX1441 FANG                                APPROX.11.0 KM 2713657.2 |
 SX1230| CF4075 BARING RM 2                           9.215 METERS 31319     |
 SX1230| CF4073 BARING RM                             3.813 METERS 34102     |
 SX1230|---------------------------------------------------------------------|
 SX1230
 SX1230                          SUPERSEDED SURVEY CONTROL
 SX1230
 SX1230  NAD 83(1986)-  47 46 45.44039(N)    121 26 08.96056(W) AD(       ) 1
 SX1230  NAD 27      -  47 46 46.06100(N)    121 26 04.59000(W) AD(       ) 1
 SX1230  NGVD 29 (07/19/86) 1866.4    (m)         6123.     (f) VERT ANG       
 SX1230
 SX1230.Superseded values are not recommended for survey control.
 SX1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1230.See file dsdata.txt to determine how the superseded data were derived.
 SX1230
 SX1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT1717692954(NAD 83)
 SX1230
 SX1230  HISTORY     - Date     Condition        Report By
 SX1230  HISTORY     - 1936     MONUMENTED       WAGS
 SX1230  HISTORY     - 1937     SEE DESCRIPTION  WAGS
 SX1230  HISTORY     - 1940     SEE DESCRIPTION  CGS
 SX1230  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SX1230
 SX1230                          STATION DESCRIPTION
 SX1230
 SX1230'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1230'STATION IS ON MOUNT BARING, A HIGH ROCKY PEAK LYING ABOUT 6-1/2
 SX1230'MILES NW OF SKYKOMISH, AND ABOUT 2-1/2 MILES E OF BARING
 SX1230'SIDING.  THIS IS THE HIGHEST PEAK IN THE VICINITY.  AS SEEN FROM
 SX1230'THE VALLEY W OF MOUNT BARING, THIS PEAK SHOWS TWO ENORMOUS
 SX1230'FANGS.  IT IS ON THE HIGHEST PART OF THE NORTHERN AND HIGHER OF
 SX1230'THESE POINTS.
 SX1230'
 SX1230'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS.
 SX1230'
 SX1230'TO REACH FROM THE TOWN OF BARING ON THE STEVENS PASS HIGHWAY, GO
 SX1230'SE ALONG HIGHWAY FOR ABOUT 1/2 MILE TO SKYKO CAMP.  FROM SKYKO
 SX1230'CAMP, GO NW ALONG HIGHWAY FOR ABOUT 200 YARDS TO THE FIRST ROAD
 SX1230'ON LEFT SIDE OF HIGHWAY.  GO THROUGH GATE ACROSS RAILROAD TRACKS
 SX1230'AND FOLLOW DOUBLE-PLANKED OVERGROWN ROAD TO OLD MILL SITE.  FROM
 SX1230'MILL SITE, CROSS POND AND HEAD FOR LEFT SIDE OF LOG PILE.
 SX1230'FOLLOW CUT BRUSH TRAIL FROM LEFT SIDE OF LOG PILE TO LOGGING
 SX1230'GRADE (ABOUT 500 FEET).  GO THROUGH THE OPENING ON THE RIGHT AND
 SX1230'BEARING LEFT, WALK THROUGH BRUSH ABOUT 1/4 MILE TO OLD STREAM
 SX1230'BED.  FOLLOW STREAM BED FOR ABOUT 1/2 MILE TO RUNNING
 SX1230'CREEK.  FOLLOW THIS CREEK TO THE TOP OF FLAT AND TIMBER.  LEAVE
 SX1230'CREEK, TURNING RIGHT AND ANGLE LEFT, OR UP HILL, KEEPING IN
 SX1230'THE TIMBER FOR ABOUT 1/4 MILE TO CREEK BED.  DROP INTO CREEK
 SX1230'AND FOLLOW THIS CREEK BED TO THE END.  AT THE END OF THE
 SX1230'CREEK, CLIMB UP OPEN PATCH, HEADING FOR THE SMALL-TIMBERED
 SX1230'PASS BETWEEN THE HUMPS OF THE FIRST PEAK.  AT THE SUMMIT OF
 SX1230'THIS SMALL PASS, DROP DOWN INTO THE VALLEY BETWEEN THE TWO MAIN
 SX1230'PEAKS, BEARING RIGHT INTO ROCK SLIDE BELOW.  TURN RIGHT AND
 SX1230'CLIMB ROCK SLIDE TO DIVIDE, TURN LEFT AND CLIMB ROCK WALL TO
 SX1230'FLAT AND GAME TRAIL.  FOLLOW GAME TRAIL TO SMALL ROCK SLIDE,
 SX1230'CLIMB ROCK SLIDE HEADING FOR THE FAR HIGH CORNER.  FOLLOW
 SX1230'NARROW GAME TRAIL AROUND BASE OF CLIFFS FOR ABOUT 1/4 MILE TO A
 SX1230'SPOT WHERE OPEN GROUND CAN BE SEEN PRACTICALLY TO THE HIGHEST
 SX1230'POINT.  STATION IS IN THE MIDDLE OF THE FLAT ROCK TOP OF PEAK.
 SX1230
 SX1230                          STATION RECOVERY (1937)
 SX1230
 SX1230'RECOVERY NOTE BY WASHINGTON GEODETIC SURVEY 1937
 SX1230'STATION IS ON MOUNT BARING, A HIGH ROCKY PEAK LYING ABOUT 6-1/2
 SX1230'MILES NW OF SKYKOMISH AND ABOUT 2-1/2 MILES E OF BARING
 SX1230'SIDING.  THIS IS THE HIGHEST PEAK IN THE VICINITY.  AS SEEN FROM
 SX1230'THE VALLEY W OF MOUNT BARING, THIS PEAK SHOWS TWO ENORMOUS
 SX1230'FANGS.  STATION IS AT THE HIGHEST PART OF THE NORTHERN AND HIGHER
 SX1230'OF THESE POINTS.
 SX1230'
 SX1230'STATION MARK IS A STANDARD STATE SURVEY DISK.
 SX1230'
 SX1230'REFERENCE MARK IS SIMILAR TO STATION MARK.
 SX1230'
 SX1230'STATION IS REACHED AS FOLLOWS--FROM THE TOWN OF BARING ON THE
 SX1230'STEVENS PASS HIGHWAY GO SE ALONG HIGHWAY FOR ABOUT 1/2 MILE TO
 SX1230'SKYKO CAMP.  FROM SKYKO CAMP GO NW ALONG HIGHWAY FOR ABOUT 200
 SX1230'YARDS TO FIRST ROAD ON LEFT SIDE OF HIGHWAY.  GO THROUGH GATE
 SX1230'ACROSS RAILROAD TRACKS AND FOLLOW DOUBLE-PLANKED OVERGROWN ROAD
 SX1230'TO OLD MILL SITE.  FROM MILL SITE CROSS POND AND HEAD FOR LEFT
 SX1230'SIDE OF LOG PILE, FOLLOW CUT BRUSH TRAIL FROM LEFT SIDE OF LOG
 SX1230'PILE TO LOGGING GRADE (ABOUT 500 FEET).  GO THROUGH THE
 SX1230'OPENING ON THE RIGHT AND BEARING LEFT WALK THROUGH BRUSH ABOUT
 SX1230'1/4 MILE TO OLD STREAM BED.  FOLLOW STREAM BED FOR ABOUT 1/2
 SX1230'MILE TO RUNNING CREEK.  FOLLOW THIS CREEK TO THE TOP OF
 SX1230'FLAT AND TIMBER.  LEAVE CREEK, TURNING RIGHT AND ANGLE
 SX1230'LEFT OR UPHILL KEEPING IN THE TIMBER FOR ABOUT 1/4 MILE TO
 SX1230'CREEK BED.  DROP INTO CREEK AND FOLLOW THIS CREEK BED TO THE
 SX1230'END.  AT THE END OF THE CREEK CLIMB UP OPEN PATCH HEADING FOR
 SX1230'THE SMALL-TIMBERED PASS BETWEEN THE HUMPS OF THE FIRST PEAK.
 SX1230'AT THE SUMMIT OF THIS SMALL PASS DROP DOWN INTO VALLEY BETWEEN
 SX1230'THE TWO MAIN PEAKS, BEARING RIGHT INTO ROCK SLIDE BELOW.
 SX1230'TURN RIGHT AND CLIMB ROCK SLIDE TO DIVIDE, TURN LEFT AND
 SX1230'CLIMB ROCK WALL TO FLAT AND GAME TRAIL.  FOLLOW GAME
 SX1230'TRAIL TO SMALL ROCK SLIDE, CLIMB ROCK SLIDE HEADING FOR THE
 SX1230'FAR HIGH CORNER.  FOLLOW NARROW GAME TRAIL AROUND BASE OF CLIFFS
 SX1230'FOR ABOUT 1/4 MILE TO A SPOT WHERE OPEN GROUND CAN BE SEEN
 SX1230'PRACTICALLY TO THE HIGHEST POINT.  STATION IS IN THE MIDDLE OF
 SX1230'THE FLAT ROCK TOP OF PEAK.
 SX1230
 SX1230                          STATION RECOVERY (1940)
 SX1230
 SX1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SX1230'STATION IS ON THE HIGHEST POINT OF MOUNT BARING, A HIGH ROCK PEAK
 SX1230'LYING 6-1/2 MILES NW OF SKYKOMISH AND 2-1/2 MILES E OF BARING
 SX1230'SIDING.  IT IS ON THE NORTHERN AND HIGHER OF TWO PEAKS.  IT WAS
 SX1230'VISITED ONLY BY LIGHTKEEPERS, AND WAS NOT OCCUPIED.
 SX1230'
 SX1230'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION, SET
 SX1230'IN BEDROCK.  MARKS ARE STAMPED BARING, 1936.
 SX1230'
 SX1230'REFERENCE MARK IS ON THE CREST OF THE RIDGE, ABOUT 4 FEET LOWER
 SX1230'THAN THE STATION, ABOUT 3 FEET BELOW THE TOP OF A ROCK LEDGE IN
 SX1230'SUCH A WAY THAT IT CANNOT BE SEEN FROM THE STATION.
 SX1230'
 SX1230'THERE IS NO AZIMUTH MARK.
 SX1230'
 SX1230'TO REACH THE STATION FROM BARING, 8 MILES W OF SKYKOMISH ON STATE
 SX1230'HIGHWAY 15, GO NE ACROSS RAILROAD TRACKS, TURN RIGHT (E), ACROSS
 SX1230'PLANK BRIDGE AND FOLLOW ROAD NE ABOUT 0.5 MILE TO AN OLD LOGGING
 SX1230'ROAD AND END OF TRUCK TRAVEL.  PACK E UP OLD LOGGING ROAD ABOUT
 SX1230'300 YARDS TO OLD SAWMILL SITE, THEN SE UP RIGHT BANK OF STREAM
 SX1230'ABOUT 45 MINUTES TO TOP OF LOW, FLAT RIDGE, COVERED WITH LOGS,
 SX1230'AN OLD SLASHING OR BURN.  TURN ENE UP RIGHT BANK OF STREAM,
 SX1230'SKIRTING LEFT SIDE OF BURN, TO GREEN TIMBER.  CONTINUE ENE ON RIGHT
 SX1230'SIDE OF STREAM, FOLLOWING OLD BLAZES ON SMALL RIDGE TO TOP OF
 SX1230'MAIN RIDGE AT SMALL PASS.  DROP DOWN INTO VALLEY BETWEEN THE
 SX1230'TWO MAIN PEAKS, BEARING RIGHT TO ROCK SLIDE.  TURN RIGHT (E)
 SX1230'AND CLIMB UP SLIDE TO THE DIVIDE.  TURN LEFT (N) AND CLIMB ROCK
 SX1230'WALL TO FLAT AND DIM GAME TRAIL.  FOLLOW TRAIL NW TO SMALL
 SX1230'ROCK SLIDE, THEN CLIMB N UP SLIDE HEADING FOR FAR HIGH CORNER
 SX1230'OF PEAK.  FOLLOW TRAIL NW AROUND BASE OF CLIFFS FOR ABOUT
 SX1230'1/4 MILE TO A SPOT WHERE OPEN GROUND CAN BE SEEN PRACTICALLY TO
 SX1230'THE HIGHEST POINT AND STATION.  THIS IS AN 8-HOUR PACK AND
 SX1230'SHOULD NOT BE ATTEMPTED BY A LONE LIGHTKEEPER.  HORSES CANNOT BE
 SX1230'USED.
 SX1230
 SX1230                          STATION RECOVERY (1950)
 SX1230
 SX1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SX1230'STATION AND ONE REFERENCE MARK WERE FOUND AS DESCRIBED AND IN
 SX1230'GOOD CONDITION.  TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE
 SX1230'ESTABLISHED AT THIS TIME AND ARE DESCRIBED BELOW.  A COMPLETE
 SX1230'DESCRIPTION FOLLOWS.
 SX1230'
 SX1230'STATION IS LOCATED ON THE HIGHEST POINT OF MOUNT BARING, A HIGH
 SX1230'ROCKY PEAK LYING 6-1/2 MILES, AIRLINE, NORTHWEST OF SKYKOMISH AND
 SX1230'2-1/2 MILES EAST OF THE VILLAGE OF BARING.  IT IS ON THE NORTHERN
 SX1230'AND HIGHEST OF TWO PEAKS WHICH FROM THE EAST OR WEST APPEAR AS
 SX1230'TWO HUGE FANGS WITH SHEER BLUFFS TO THE EAST AND NORTH OF SEVERAL
 SX1230'THOUSAND FEET.
 SX1230'
 SX1230'STATION MARK, STAMPED MT BARING 1936, IS A STANDARD BRONZE DISK
 SX1230'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 SX1230'GROUND.  THE MARK HAS BEEN DEFACED AND IS DIFFICULT TO READ.
 SX1230'
 SX1230'REFERENCE MARK, STAMPED BARING MT 1936 KING CO AEIRIAL, IS A
 SX1230'STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING
 SX1230'10 FEET ABOVE THE GROUND.  IT IS 8 FEET LOWER IN ELEVATION THAN
 SX1230'THE STATION.
 SX1230'
 SX1230'REFERENCE MARK NUMBER 1, STAMPED MT BARING NO 1 1936, IS A
 SX1230'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 30
 SX1230'FEET ABOVE THE GROUND.  IT IS 8 FEET LOWER IN ELEVATION THAN THE
 SX1230'STATION.
 SX1230'
 SX1230'REFERENCE MARK NUMBER 2, STAMPED MT BARING NO 2 1936, IS A
 SX1230'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 2
 SX1230'FEET ABOVE THE GROUND.  IT IS 18 FEET LOWER IN ELEVATION THAN THE
 SX1230'STATION.
 SX1230'
 SX1230'AZIMUTH MARK, STAMPED MT BARING 1936, IS A STANDARD DISK CEMENTED
 SX1230'IN A DRILL HOLE IN A CONCRETE WALK OR PORCH AT THE NORTHEAST END
 SX1230'OF THE BARING STORE AND U.S. POST OFFICE.
 SX1230'
 SX1230'THE STATION IS REACHED AS FOLLOWS--FROM THE TOWN OF BARING, ON
 SX1230'THE STEVENS PASS HIGHWAY, GO SOUTHEAST ALONG HIGHWAY FOR 0.5 MILE
 SX1230'TO SKYKO CAMP.  FROM SKYKO CAMP GO NORTHWEST ALONG THE HIGHWAY
 SX1230'FOR 200 YARDS TO THE FIRST ROAD LEADING NORTH ACROSS THE TRACKS.
 SX1230'GO THROUGH GATE ACROSS RAILROAD TRACKS AND FOLLOW A DOUBLE PLANKED
 SX1230'OVERGROWN ROAD TO AN OLD MILL SITE.  FROM HERE PACK EASTERLY
 SX1230'AND NORTHEASTERLY FOR ABOUT 3/4 MILE, FOLLOWING OLD STREAM
 SX1230'BEDS, TO THE TOP OF THE FIRST BENCH AND A LOGGED OFF AREA.
 SX1230'PACK ALONG THE LEFT SIDE OF THE LOGGED OFF AREA TO A STREAM BED.
 SX1230'FOLLOW ALONG THE RIGHT SIDE OF THE STREAM BED, EAST
 SX1230'NORTHEAST, FOR ABOUT 1 MILE TO THE PASS AT THE LEFT, WEST, BASE
 SX1230'OF THE FIRST DOME.  CONTINUE NORTH OVER THE PASS AND DOWN THE
 SX1230'NORTH SLOPE TO A LARGE ROCK SLIDE.  TURN RIGHT AND GO EAST
 SX1230'UP THE SLIDE FOR 1/4 MILE TO THE MAIN HOGBACK BETWEEN THE TWO
 SX1230'PEAKS.  TURN LEFT AND GO NORTH UP THE HOGBACK, STAYING TO THE
 SX1230'LEFT OF THE TOP, FOR 1/2 MILE TO THE NORTH PEAK AND THE
 SX1230'STATION.  THIS IS A ONE DAY PACK WHICH SHOULD NOT BE TRIED
 SX1230'ALONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1762 ***********************************************************************
 SY1762  DESIGNATION -  BARK 1936
 SY1762  PID         -  SY1762
 SY1762  STATE/COUNTY-  WA/MASON
 SY1762  USGS QUAD   -  SHELTON (1981)
 SY1762
 SY1762                         *CURRENT SURVEY CONTROL
 SY1762  ___________________________________________________________________
 SY1762* NAD 83(1991)-  47 08 46.09806(N)    123 01 59.54658(W)     ADJUSTED  
 SY1762* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 SY1762  ___________________________________________________________________
 SY1762  LAPLACE CORR-          -8.35  (seconds)                    DEFLEC99
 SY1762  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SY1762
 SY1762  HORZ ORDER  -  THIRD
 SY1762
 SY1762.The horizontal coordinates were established by classical geodetic methods
 SY1762.and adjusted by the National Geodetic Survey in December 1991..
 SY1762
 SY1762.The orthometric height was scaled from a topographic map.
 SY1762
 SY1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1762
 SY1762.The geoid height was determined by GEOID03.
 SY1762
 SY1762;                    North         East     Units Scale Factor Converg.
 SY1762;SPC WA S     -   204,583.905   307,900.564   MT  0.99996256   -1 50 24.4
 SY1762;SPC WA S     -   671,205.69  1,010,170.43   sFT  0.99996256   -1 50 24.4
 SY1762;UTM  10      - 5,221,404.678   497,482.282   MT  0.99960008   -0 01 27.6
 SY1762
 SY1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1762!SPC WA S     -   0.99999600  x   0.99996256  =   0.99995856
 SY1762!UTM  10      -   0.99999600  x   0.99960008  =   0.99959608
 SY1762
 SY1762                          SUPERSEDED SURVEY CONTROL
 SY1762
 SY1762  NAD 83(1986)-  47 08 46.09599(N)    123 01 59.55611(W) AD(       ) 3
 SY1762  NAD 27      -  47 08 46.74100(N)    123 01 55.04400(W) AD(       ) 3
 SY1762
 SY1762.Superseded values are not recommended for survey control.
 SY1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1762.See file dsdata.txt to determine how the superseded data were derived.
 SY1762
 SY1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9748221405(NAD 83)
 SY1762
 SY1762  HISTORY     - Date     Condition        Report By
 SY1762  HISTORY     - 1936     MONUMENTED       CGS
 SY1762
 SY1762                          STATION DESCRIPTION
 SY1762
 SY1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1762'STATION IS THE DEAD TOP OF THE MOST PROMINENT TREE ON THE S SIDE
 SY1762'OF SKOOKUM INLET, OPPOSITE STATION RASP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1348 ***********************************************************************
 TP1348  DESIGNATION -  BARKER
 TP1348  PID         -  TP1348
 TP1348  STATE/COUNTY-  WA/OKANOGAN
 TP1348  USGS QUAD   -  BARKER MTN (1981)
 TP1348
 TP1348                         *CURRENT SURVEY CONTROL
 TP1348  ___________________________________________________________________
 TP1348* NAD 83(1991)-  48 40 51.90684(N)    119 18 18.17367(W)     ADJUSTED  
 TP1348* NAVD 88     -      1207.4    (meters)    3961.     (feet)  VERTCON   
 TP1348  ___________________________________________________________________
 TP1348  LAPLACE CORR-          10.33  (seconds)                    DEFLEC99
 TP1348  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 TP1348
 TP1348  HORZ ORDER  -  THIRD
 TP1348
 TP1348.The horizontal coordinates were established by classical geodetic methods
 TP1348.and adjusted by the National Geodetic Survey in December 1991..
 TP1348
 TP1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1348
 TP1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1348
 TP1348.The geoid height was determined by GEOID03.
 TP1348
 TP1348;                    North         East     Units Scale Factor Converg.
 TP1348;SPC WA N     -   188,030.632   612,531.123   MT  0.99999059   +1 08 16.2
 TP1348;SPC WA N     -   616,897.17  2,009,612.53   sFT  0.99999059   +1 08 16.2
 TP1348;UTM  11      - 5,394,568.398   330,334.992   MT  0.99995367   -1 43 53.8
 TP1348
 TP1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1348!SPC WA N     -   0.99981359  x   0.99999059  =   0.99980418
 TP1348!UTM  11      -   0.99981359  x   0.99995367  =   0.99976727
 TP1348
 TP1348|---------------------------------------------------------------------|
 TP1348| PID    Reference Object                     Distance      Geod. Az  |
 TP1348|                                                           dddmmss.s |
 TP1348| CS4674 BARKER RM 1                          11.829 METERS 03156     |
 TP1348| CS4675 BARKER RM 2                           3.486 METERS 09216     |
 TP1348| TP1118 TUNK                                APPROX.15.9 KM 1612429.7 |
 TP1348|---------------------------------------------------------------------|
 TP1348
 TP1348                          SUPERSEDED SURVEY CONTROL
 TP1348
 TP1348  NAD 83(1986)-  48 40 51.91262(N)    119 18 18.17585(W) AD(       ) 3
 TP1348  NGVD 29 (10/02/90) 1206.1    (m)         3957.     (f) VERT ANG       
 TP1348
 TP1348.Superseded values are not recommended for survey control.
 TP1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1348.See file dsdata.txt to determine how the superseded data were derived.
 TP1348
 TP1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP3033594568(NAD 83)
 TP1348_MARKER: DS = TRIANGULATION STATION DISK
 TP1348_SETTING: 66 = SET IN ROCK OUTCROP
 TP1348_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TP1348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1348+STABILITY: POSITION/ELEVATION WELL
 TP1348
 TP1348  HISTORY     - Date     Condition        Report By
 TP1348  HISTORY     - 1956     MONUMENTED       USGS
 TP1348  HISTORY     - 1975     GOOD             USGS
 TP1348
 TP1348                          STATION DESCRIPTION
 TP1348
 TP1348'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1348'LOCATED ABOUT 7.0 MI SE. OF TONASKET, 5.6 MI W. OF RD. FORKS TO
 TP1348'AENEAS VALLEY.  ON WEST PEAK OF TWO PEAKS KNOWN LOCALLY AS BARKER
 TP1348'MOUNTAIN, W. OF LONE PINE TREE TRIMMED OF BRANCHES, ON HIGHEST
 TP1348'POINT OF TOP.
 TP1348'
 TP1348'TO REACH FROM INTERSECTION OF U.S. HWY. 97 AND STATE HWY. 4 IN
 TP1348'TONASKET, FOLLOW U.S. HWY. 97 N. 0.2 MI TO LONG CURVE AND Y-RD.
 TP1348'N.  FOLLOW RD. 0.1 MI N. TO T-RD. E. AND SIGN HAVILLAH-CHESAW.
 TP1348'TURN SHARP RIGHT FOLLOWING MAIN RD. 3.8 MI E. TO RD. FORKS
 TP1348'OPPOSITE TWO TIN-ROOFED BARNS.  TAKE RIGHT FORK GRAVEL RD. 2.4 MI
 TP1348'TO RD. FORKS AND SIGN HUNTER.  TAKE RIGHT FORK CROSSING BRIDGE
 TP1348'OVER SMALL STREAM ON GRAVEL FARM RD. 1.8 MI TO RD. FORKS.  TAKE
 TP1348'RIGHT FORK FARM RD. 1.0 MI TO LARGE BARN AND END OF RD.  WALK SW.
 TP1348'ACROSS GRAIN FIELD TO FOOT OF MOUNTAIN.  CLIMB MOUNTAIN BEARING W.
 TP1348'TO TOP AND STATION.  ABOUT A 45-MINUTE PACK.
 TP1348'
 TP1348'STATION MARK--STANDARD TABLET STAMPED---BARKER 1956---, CEMENTED IN
 TP1348'DRILL HOLE IN LARGE ROCK OUTCROP.
 TP1348'
 TP1348'RM 1--COPPER NAIL AND WASHER IN 6-INCH TREE.
 TP1348'
 TP1348'RM 2--COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE IN ROCK.
 TP1348
 TP1348                          STATION RECOVERY (1975)
 TP1348
 TP1348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP1348'OCCUPIED ONLY TO ESTABLISH ETVA ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1432 ***********************************************************************
 SW1432  DESIGNATION -  BARKER 1938
 SW1432  PID         -  SW1432
 SW1432  STATE/COUNTY-  WA/GRANT
 SW1432  USGS QUAD   -  BARKER CANYON (1968)
 SW1432
 SW1432                         *CURRENT SURVEY CONTROL
 SW1432  ___________________________________________________________________
 SW1432* NAD 83(1991)-  47 54 58.43118(N)    119 07 56.25178(W)     ADJUSTED  
 SW1432* NAVD 88     -       694.2    (meters)    2278.     (feet)  VERTCON   
 SW1432  ___________________________________________________________________
 SW1432  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 SW1432  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 SW1432
 SW1432  HORZ ORDER  -  SECOND
 SW1432
 SW1432.The horizontal coordinates were established by classical geodetic methods
 SW1432.and adjusted by the National Geodetic Survey in December 1991..
 SW1432
 SW1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1432
 SW1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1432
 SW1432.The geoid height was determined by GEOID03.
 SW1432
 SW1432;                    North         East     Units Scale Factor Converg.
 SW1432;SPC WA S     -   288,010.237   602,244.688   MT  1.00018593   +0 59 36.6
 SW1432;SPC WA S     -   944,913.59  1,975,864.45   sFT  1.00018593   +0 59 36.6
 SW1432;UTM  11      - 5,309,190.307   340,686.961   MT  0.99991188   -1 34 58.2
 SW1432
 SW1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1432!SPC WA S     -   0.99989429  x   1.00018593  =   1.00008020
 SW1432!UTM  11      -   0.99989429  x   0.99991188  =   0.99980618
 SW1432
 SW1432:                Primary Azimuth Mark                     Grid Az
 SW1432:SPC WA S     -  LAEL 1938                                055 19 29.7
 SW1432:UTM  11      -  LAEL 1938                                057 54 04.5
 SW1432
 SW1432|---------------------------------------------------------------------|
 SW1432| PID    Reference Object                     Distance      Geod. Az  |
 SW1432|                                                           dddmmss.s |
 SW1432| SW1419 LAEL 1938                           APPROX. 7.6 KM 0561906.3 |
 SW1432|---------------------------------------------------------------------|
 SW1432
 SW1432                          SUPERSEDED SURVEY CONTROL
 SW1432
 SW1432  NAD 83(1986)-  47 54 58.44071(N)    119 07 56.24874(W) AD(       ) 2
 SW1432  NAD 27      -  47 54 58.90000(N)    119 07 52.15500(W) AD(       ) 2
 SW1432  NGVD 29 (07/19/86)  693.0    (m)         2274.     (f) VERT ANG       
 SW1432
 SW1432.Superseded values are not recommended for survey control.
 SW1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1432.See file dsdata.txt to determine how the superseded data were derived.
 SW1432
 SW1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP4068709190(NAD 83)
 SW1432_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1432_SETTING: 66 = SET IN ROCK OUTCROP
 SW1432_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1432
 SW1432  HISTORY     - Date     Condition        Report By
 SW1432  HISTORY     - 1938     MONUMENTED       BOR
 SW1432
 SW1432                          STATION DESCRIPTION
 SW1432
 SW1432'DESCRIBED BY US BUREAU OF RECLAMATION 1938 (CMB)
 SW1432'LOCATED IN THE NE 1/4 SEC. 23, T. 28 N., R. 29 E. WM, ON THE W
 SW1432'RIM OF THE GRAND COULEE, ABOUT 2 MILES E OF BARKER CANYON.
 SW1432'
 SW1432'REACHED FROM COULEE CITY POST OFFICE (0.0 MILES) AS FOLLOWS--DRIVE
 SW1432'E ON HIGHWAY AND FOLLOW STATE HIGHWAY 2F (TO DAM).  17.0, TURN
 SW1432'LEFT ON BARKER CANYON ROAD.  CONTINUE ON THIS ROAD TO TOP OF
 SW1432'CANYON.  26.0, FENCE CORNER AT TOP OF HILL, TURN RIGHT THROUGH
 SW1432'GATE AND FOLLOW OLD ROAD.  26.2, E UP HILL.  FOLLOW OLD TRACKS.
 SW1432'27.5, N SIDE OF SWALE, TURN SHARP LEFT ALONG FENCE AND THROUGH
 SW1432'GATE, 27.6.  SKIRT LEFT EDGE OF SWALE THEN RIGHT TO HIGHER
 SW1432'GROUND, FOLLOW ALONG EDGE OF SWALE AND ACROSS TOWARD ROCK POINT
 SW1432'1/2 MILE E.  28.1, TRACKS ARE 200 FEET FROM ROCK RIDGE.  28.28,
 SW1432'TURN S TOWARD STACK ROCK.  28.5, PASS TO LEFT OF STACK ROCK AND
 SW1432'GO UP SLOPE AND ACROSS FLAT TO STATION, 28.9 MILES, AT EDGE OF
 SW1432'COULEE WALL.
 SW1432'
 SW1432'STATION MARK IS SET ACCORDING TO NOTE 3.
 SW1432'
 SW1432'HEIGHT OF STAND ABOVE STATION MARK - 1.29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1612 ***********************************************************************
 TR1612  DESIGNATION -  BARKER USN 1954
 TR1612  PID         -  TR1612
 TR1612  STATE/COUNTY-  WA/ISLAND
 TR1612  USGS QUAD   -  COUPEVILLE (1973)
 TR1612
 TR1612                         *CURRENT SURVEY CONTROL
 TR1612  ___________________________________________________________________
 TR1612* NAD 83(1991)-  48 11 14.14063(N)    122 37 41.05078(W)     ADJUSTED  
 TR1612* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 TR1612  ___________________________________________________________________
 TR1612  LAPLACE CORR-          -7.94  (seconds)                    DEFLEC99
 TR1612  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 TR1612
 TR1612  HORZ ORDER  -  SECOND
 TR1612
 TR1612.The horizontal coordinates were established by classical geodetic methods
 TR1612.and adjusted by the National Geodetic Survey in December 1991..
 TR1612
 TR1612.The orthometric height was scaled from a topographic map.
 TR1612
 TR1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1612
 TR1612.The geoid height was determined by GEOID03.
 TR1612
 TR1612;                    North         East     Units Scale Factor Converg.
 TR1612;SPC WA N     -   133,558.700   366,572.284   MT  0.99994298   -1 20 10.4
 TR1612;SPC WA N     -   438,183.83  1,202,662.57   sFT  0.99994298   -1 20 10.4
 TR1612;UTM  10      - 5,337,180.753   527,643.756   MT  0.99960939   +0 16 38.0
 TR1612
 TR1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1612!SPC WA N     -   0.99999427  x   0.99994298  =   0.99993725
 TR1612!UTM  10      -   0.99999427  x   0.99960939  =   0.99960366
 TR1612
 TR1612:                Primary Azimuth Mark                     Grid Az
 TR1612:SPC WA N     -  RUN 32 USN 1954                          177 32 40.3
 TR1612:UTM  10      -  RUN 32 USN 1954                          175 55 51.9
 TR1612
 TR1612|---------------------------------------------------------------------|
 TR1612| PID    Reference Object                     Distance      Geod. Az  |
 TR1612|                                                           dddmmss.s |
 TR1612| TR1613 RUN 32 USN 1954                     APPROX. 0.6 KM 1761229.9 |
 TR1612|---------------------------------------------------------------------|
 TR1612
 TR1612                          SUPERSEDED SURVEY CONTROL
 TR1612
 TR1612  NAD 83(1986)-  48 11 14.14203(N)    122 37 41.05580(W) AD(       ) 2
 TR1612  NAD 27      -  48 11 14.80000(N)    122 37 36.46100(W) AD(       ) 2
 TR1612
 TR1612.Superseded values are not recommended for survey control.
 TR1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1612.See file dsdata.txt to determine how the superseded data were derived.
 TR1612
 TR1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2764437181(NAD 83)
 TR1612_MARKER: Z = SEE DESCRIPTION
 TR1612_SETTING: 0 = UNSPECIFIED SETTING
 TR1612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1612
 TR1612  HISTORY     - Date     Condition        Report By
 TR1612  HISTORY     - 1954     MONUMENTED       USN
 TR1612  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1612
 TR1612                          STATION DESCRIPTION
 TR1612
 TR1612'DESCRIBED BY US NAVY 1954 (RAG)
 TR1612'THE STATION IS LOCATED ON GROUNDS OF THE COUPEVILLE OUTLYING
 TR1612'AIRFIELD WHICH IS 3.5 MILES AIRLINE SOUTHEAST OF COUPEVILLE.  THE
 TR1612'STATION MARK IS ON A SLIGHT RISE OF GROUND AT THE EASTERN EDGE OF
 TR1612'CLEARING, 1/4 MILE SOUTH-SOUTHEAST OF THE CONTROL TOWER, 150 YARDS
 TR1612'EAST OF THE TAXIWAY, AND ABOUT 50 YARDS WEST OF STATE HIGHWAY
 TR1612'1-D.
 TR1612'
 TR1612'THE MARK IS A 12- BY 12-INCH CONCRETE POST WITH A 1-1/2-INCH
 TR1612'BRASS DISK EMBEDDED.  THE MARK PROJECTS 6 INCHES.
 TR1612'
 TR1612'TO REACH THE STATION FROM THE COURTHOUSE IN COUPEVILLE GO SOUTH
 TR1612'FOR 0.7 MILE TO THE STOP LIGHT AT PRAIRIE CENTER.  TURN LEFT AND
 TR1612'FOLLOW STATE HIGHWAY 1-D EAST AND SOUTH FOR 4.0 MILES TO THE
 TR1612'COUPEVILLE OUTLYING AIRFIELD ON THE RIGHT.  ENTER THE FIELD AND
 TR1612'DRIVE SOUTH ALONG THE WEST SIDE OF CLEARING FOR 1/4 MILE TO THE
 TR1612'STATION.
 TR1612'
 TR1612'THERE ARE NO REFERENCE MARKS FOR THIS STATION.
 TR1612'
 TR1612'OBSERVATIONS WERE MADE FROM A 4-FOOT TRIPOD.
 TR1612
 TR1612                          STATION RECOVERY (1960)
 TR1612
 TR1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1612'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR1612'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1650 ***********************************************************************
 SC1650  DESIGNATION -  BARLOW POINT LIGHT
 SC1650  PID         -  SC1650
 SC1650  STATE/COUNTY-  WA/COWLITZ
 SC1650  USGS QUAD   -  COAL CREEK (1985)
 SC1650
 SC1650                         *CURRENT SURVEY CONTROL
 SC1650  ___________________________________________________________________
 SC1650* NAD 83(1991)-  46 08 39.38553(N)    123 01 48.66366(W)     ADJUSTED  
 SC1650* NAVD 88     -                                                        
 SC1650  ___________________________________________________________________
 SC1650  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 SC1650  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SC1650
 SC1650  HORZ ORDER  -  THIRD
 SC1650
 SC1650.The horizontal coordinates were established by classical geodetic methods
 SC1650.and adjusted by the National Geodetic Survey in December 1991..
 SC1650
 SC1650
 SC1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1650
 SC1650.The geoid height was determined by GEOID03.
 SC1650
 SC1650;                    North         East     Units Scale Factor Converg.
 SC1650;SPC WA S     -    93,270.679   304,558.071   MT  0.99994402   -1 50 16.5
 SC1650;SPC WA S     -   306,005.55    999,204.27   sFT  0.99994402   -1 50 16.5
 SC1650;SPC OR N     -   278,392.420 2,304,537.761   MT  1.00003990   -1 47 39.7
 SC1650;SPC OR N     -   913,360.96  7,560,819.43   iFT  1.00003990   -1 47 39.7
 SC1650;UTM  10      - 5,110,077.942   497,668.838   MT  0.99960007   -0 01 18.4
 SC1650
 SC1650                          SUPERSEDED SURVEY CONTROL
 SC1650
 SC1650  NAD 83(1991)-  46 08 39.38554(N)    123 01 48.66367(W) AD(       ) 4
 SC1650  NAD 83(1986)-  46 08 39.40226(N)    123 01 48.66229(W) AD(       ) 4
 SC1650  NAD 27      -  46 08 39.99770(N)    123 01 44.25200(W) AD(       ) 3
 SC1650
 SC1650.Superseded values are not recommended for survey control.
 SC1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1650.See file dsdata.txt to determine how the superseded data were derived.
 SC1650
 SC1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9766910078(NAD 83)
 SC1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1650+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 SC1650
 SC1650  HISTORY     - Date     Condition        Report By
 SC1650  HISTORY     - 1936     MONUMENTED       CGS
 SC1650  HISTORY     - 20040413 GOOD             USPSQD
 SC1650
 SC1650                          STATION DESCRIPTION
 SC1650
 SC1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1650'THE TRIANGULATION STATION IS THE CENTER OF THE NAVIGATION LIGHT
 SC1650'LENS.
 SC1650
 SC1650                          STATION RECOVERY (2004)
 SC1650
 SC1650'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC1650'NOW LISTED AS BARLOW POINT LIGHT 13. NUMBER 10750 CG LIGHT LIST VOLUME
 SC1650'VI 2004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1637 ***********************************************************************
 SC1637  DESIGNATION -  BARLOW POINT RANGE FRONT LIGHT
 SC1637  PID         -  SC1637
 SC1637  STATE/COUNTY-  WA/COWLITZ
 SC1637  USGS QUAD   -  COAL CREEK (1985)
 SC1637
 SC1637                         *CURRENT SURVEY CONTROL
 SC1637  ___________________________________________________________________
 SC1637* NAD 83(1991)-  46 08 41.85456(N)    123 01 49.99844(W)     ADJUSTED  
 SC1637* NAVD 88     -                                                        
 SC1637  ___________________________________________________________________
 SC1637  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 SC1637  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 SC1637
 SC1637  HORZ ORDER  -  THIRD
 SC1637
 SC1637.The horizontal coordinates were established by classical geodetic methods
 SC1637.and adjusted by the National Geodetic Survey in December 1991..
 SC1637
 SC1637
 SC1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1637
 SC1637.The geoid height was determined by GEOID03.
 SC1637
 SC1637;                    North         East     Units Scale Factor Converg.
 SC1637;SPC WA S     -    93,347.789   304,531.886   MT  0.99994393   -1 50 17.5
 SC1637;SPC WA S     -   306,258.54    999,118.36   sFT  0.99994393   -1 50 17.5
 SC1637;SPC OR N     -   278,469.516 2,304,511.515   MT  1.00004010   -1 47 40.7
 SC1637;SPC OR N     -   913,613.90  7,560,733.32   iFT  1.00004010   -1 47 40.7
 SC1637;UTM  10      - 5,110,154.157   497,640.232   MT  0.99960007   -0 01 19.3
 SC1637
 SC1637                          SUPERSEDED SURVEY CONTROL
 SC1637
 SC1637  NAD 83(1991)-  46 08 41.85456(N)    123 01 49.99844(W) AD(       ) 4
 SC1637  NAD 83(1986)-  46 08 41.87087(N)    123 01 49.99729(W) AD(       ) 4
 SC1637  NAD 27      -  46 08 42.46705(N)    123 01 45.58222(W) AD(       ) 3
 SC1637
 SC1637.Superseded values are not recommended for survey control.
 SC1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1637.See file dsdata.txt to determine how the superseded data were derived.
 SC1637
 SC1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9764010154(NAD 83)
 SC1637
 SC1637  HISTORY     - Date     Condition        Report By
 SC1637  HISTORY     - UNK      MONUMENTED
 SC1637  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SC1637  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1637
 SC1637                          STATION DESCRIPTION
 SC1637
 SC1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1637'STATION LOST.  LIGHT REBUILT.
 SC1637
 SC1637                          STATION RECOVERY (1949)
 SC1637
 SC1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1637'STATION IS LOST.  LIGHT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1648 ***********************************************************************
 SC1648  DESIGNATION -  BARLOW POINT RNG REAR LT 1913
 SC1648  PID         -  SC1648
 SC1648  STATE/COUNTY-  WA/COWLITZ
 SC1648  USGS QUAD   -  COAL CREEK (1985)
 SC1648
 SC1648                         *CURRENT SURVEY CONTROL
 SC1648  ___________________________________________________________________
 SC1648* NAD 83(1991)-  46 08 40.25547(N)    123 01 45.70014(W)     ADJUSTED  
 SC1648* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SC1648  ___________________________________________________________________
 SC1648  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 SC1648  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SC1648
 SC1648  HORZ ORDER  -  THIRD
 SC1648
 SC1648.The horizontal coordinates were established by classical geodetic methods
 SC1648.and adjusted by the National Geodetic Survey in December 1991..
 SC1648
 SC1648.The orthometric height was scaled from a topographic map.
 SC1648
 SC1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1648
 SC1648.The geoid height was determined by GEOID03.
 SC1648
 SC1648;                    North         East     Units Scale Factor Converg.
 SC1648;SPC WA S     -    93,295.485   304,622.498   MT  0.99994399   -1 50 14.3
 SC1648;SPC WA S     -   306,086.94    999,415.65   sFT  0.99994399   -1 50 14.3
 SC1648;SPC OR N     -   278,417.277 2,304,602.175   MT  1.00003997   -1 47 37.6
 SC1648;SPC OR N     -   913,442.51  7,561,030.76   iFT  1.00003997   -1 47 37.6
 SC1648;UTM  10      - 5,110,104.768   497,732.424   MT  0.99960006   -0 01 16.2
 SC1648
 SC1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1648!SPC WA S     -   1.00000193  x   0.99994399  =   0.99994592
 SC1648!SPC OR N     -   1.00000193  x   1.00003997  =   1.00004190
 SC1648!UTM  10      -   1.00000193  x   0.99960006  =   0.99960198
 SC1648
 SC1648                          SUPERSEDED SURVEY CONTROL
 SC1648
 SC1648  NAD 83(1991)-  46 08 40.25547(N)    123 01 45.70014(W) AD(       ) 3
 SC1648  NAD 83(1986)-  46 08 40.27179(N)    123 01 45.69897(W) AD(       ) 3
 SC1648  NAD 27      -  46 08 40.86794(N)    123 01 41.28423(W) AD(       ) 3
 SC1648
 SC1648.Superseded values are not recommended for survey control.
 SC1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1648.See file dsdata.txt to determine how the superseded data were derived.
 SC1648
 SC1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9773210105(NAD 83)
 SC1648
 SC1648  HISTORY     - Date     Condition        Report By
 SC1648  HISTORY     - 1913     MONUMENTED       CGS
 SC1648  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SC1648
 SC1648                          STATION DESCRIPTION
 SC1648
 SC1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1648'STATION LOST.  LIGHT DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1481 ***********************************************************************
 TR1481  DESIGNATION -  BARN
 TR1481  PID         -  TR1481
 TR1481  STATE/COUNTY-  WA/ISLAND
 TR1481  USGS QUAD   -  FREELAND (1978)
 TR1481
 TR1481                         *CURRENT SURVEY CONTROL
 TR1481  ___________________________________________________________________
 TR1481* NAD 83(1991)-  48 07 06.72866(N)    122 35 52.56871(W)     ADJUSTED  
 TR1481* NAVD 88     -                                                        
 TR1481  ___________________________________________________________________
 TR1481  LAPLACE CORR-          -8.87  (seconds)                    DEFLEC99
 TR1481  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 TR1481
 TR1481  HORZ ORDER  -  THIRD
 TR1481
 TR1481.The horizontal coordinates were established by classical geodetic methods
 TR1481.and adjusted by the National Geodetic Survey in December 1991..
 TR1481
 TR1481
 TR1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1481
 TR1481.The geoid height was determined by GEOID03.
 TR1481
 TR1481;                    North         East     Units Scale Factor Converg.
 TR1481;SPC WA N     -   125,867.520   368,636.961   MT  0.99994225   -1 18 49.6
 TR1481;SPC WA N     -   412,950.36  1,209,436.43   sFT  0.99994225   -1 18 49.6
 TR1481;UTM  10      - 5,329,553.286   529,923.389   MT  0.99961100   +0 17 57.7
 TR1481
 TR1481                          SUPERSEDED SURVEY CONTROL
 TR1481
 TR1481  NAD 83(1986)-  48 07 06.72874(N)    122 35 52.57266(W) AD(       ) 4
 TR1481  NAD 27      -  48 07 07.39300(N)    122 35 47.99200(W) AD(       ) 3
 TR1481
 TR1481.Superseded values are not recommended for survey control.
 TR1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1481.See file dsdata.txt to determine how the superseded data were derived.
 TR1481
 TR1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2992329553(NAD 83)
 TR1481
 TR1481  HISTORY     - Date     Condition        Report By
 TR1481  HISTORY     - 1944     MONUMENTED       CGS
 TR1481  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1481
 TR1481                          STATION DESCRIPTION
 TR1481
 TR1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (CDM)
 TR1481'STATION IS LOCATED IN PUGET SOUND, ON THE E SIDE OF ADMIRALTY
 TR1481'INLET, AND NW OF HANCOCK LAKE.  THE STATION CONSISTS OF THE W GABLE
 TR1481'OF A WHITE BARN.  THIS BARN IS THE MOST CONSPICUOUS STRUCTURE IN
 TR1481'A GROUP OF BUILDINGS.
 TR1481'
 TR1481'THIS IS AN INTERSECTION STATION.
 TR1481
 TR1481                          STATION RECOVERY (1960)
 TR1481
 TR1481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1481'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT NO TRACE OF A
 TR1481'BUILDING WAS FOUND.  THE AREA OF PROBABLE LOCATION SHOWS EVIDENCE
 TR1481'OF SEVERAL BURNED BUILDINGS AND IS PART OF THE AULT FIELD NAS
 TR1481'RESERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1249 ***********************************************************************
 TR1249  DESIGNATION -  BARN 1907
 TR1249  PID         -  TR1249
 TR1249  STATE/COUNTY-  WA/SKAGIT
 TR1249  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1249
 TR1249                         *CURRENT SURVEY CONTROL
 TR1249  ___________________________________________________________________
 TR1249* NAD 83(1991)-  48 25 16.13800(N)    122 36 52.90617(W)     ADJUSTED  
 TR1249* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1249  ___________________________________________________________________
 TR1249  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 TR1249  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 TR1249
 TR1249  HORZ ORDER  -  THIRD
 TR1249
 TR1249.The horizontal coordinates were established by classical geodetic methods
 TR1249.and adjusted by the National Geodetic Survey in December 1991..
 TR1249
 TR1249.The orthometric height was scaled from a topographic map.
 TR1249
 TR1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1249
 TR1249.The geoid height was determined by GEOID03.
 TR1249
 TR1249;                    North         East     Units Scale Factor Converg.
 TR1249;SPC WA N     -   159,534.769   368,168.271   MT  0.99995624   -1 19 34.5
 TR1249;SPC WA N     -   523,406.99  1,207,898.74   sFT  0.99995624   -1 19 34.5
 TR1249;UTM  10      - 5,363,182.662   528,507.199   MT  0.99960998   +0 17 17.6
 TR1249
 TR1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1249!SPC WA N     -   1.00000312  x   0.99995624  =   0.99995936
 TR1249!UTM  10      -   1.00000312  x   0.99960998  =   0.99961310
 TR1249
 TR1249:                Primary Azimuth Mark                     Grid Az
 TR1249:SPC WA N     -  RIDGE 1907                               041 33 26.2
 TR1249:UTM  10      -  RIDGE 1907                               039 56 34.1
 TR1249
 TR1249|---------------------------------------------------------------------|
 TR1249| PID    Reference Object                     Distance      Geod. Az  |
 TR1249|                                                           dddmmss.s |
 TR1249| TR1192 RIDGE 1907                          APPROX. 1.7 KM 0401351.7 |
 TR1249|---------------------------------------------------------------------|
 TR1249
 TR1249                          SUPERSEDED SURVEY CONTROL
 TR1249
 TR1249  NAD 83(1986)-  48 25 16.14075(N)    122 36 52.91134(W) AD(       ) 3
 TR1249  NAD 27      -  48 25 16.77200(N)    122 36 48.28200(W) AD(       ) 3
 TR1249
 TR1249.Superseded values are not recommended for survey control.
 TR1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1249.See file dsdata.txt to determine how the superseded data were derived.
 TR1249
 TR1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2850763183(NAD 83)
 TR1249
 TR1249  HISTORY     - Date     Condition        Report By
 TR1249  HISTORY     - 1907     MONUMENTED       CGS
 TR1249  HISTORY     - 1934     SEE DESCRIPTION  CGS
 TR1249  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1249  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1249
 TR1249                          STATION DESCRIPTION
 TR1249
 TR1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (RBD)
 TR1249'THIS STATION IS LOCATED NEAR THE FENCE MARKING THE N BOUNDARY OF
 TR1249'A FARM IN THE WESTERN PART OF FIDALGO CITY.  IT IS ABOUT 200 METERS
 TR1249'FROM THE ROAD RUNNING ALONG THE SHORE.  FROM THE POSITION OF THE
 TR1249'SIGNAL, THE TWO PROJECTING POINTS ON WHIDBEY ISLAND N OF ALA SPIT,
 TR1249'ARE ABOUT IN RANGE.  SIGNAL IS MARKED BY A 6-INCH CEDAR STUB
 TR1249'DRIVEN 5 FEET INTO THE GROUND.  A HOLE 3 FEET IN DEPTH WAS DUG,
 TR1249'BUT FILLED WITHIN 6 INCHES OF THE SURFACE WITH WATER,
 TR1249'THEREBY PREVENTING THE PROPER PLACING OF ANY SUBSURFACE MARK.
 TR1249'AROUND THE STUB, STONES WERE POUNDED INTO POSITION AND CEMENT
 TR1249'POURED INTO THE CREVICES.  THE TOP OF THE STUB IS 3 INCHES ABOVE
 TR1249'THE SURFACE OF THE GROUND AND THE CENTER OF THE STUB IS MARKED
 TR1249'BY A NAIL.  AROUND THE UPPER PORTION OF THE STUB, CEMENT WAS
 TR1249'POURED INTO A MOLD 7 BY 7 INCHES.  THE CEMENT EXTENDS 3
 TR1249'INCHES ABOVE THE TOP OF THE STUB, AND A NAIL EXTENDING THROUGH
 TR1249'THE CEMENT MARKS THE CENTER OF TRIANGULATION.
 TR1249'
 TR1249'THE MAGNETIC AZIMUTHS FROM THE STATION, WERE TAKEN WITH A POCKET
 TR1249'DECLINOMETER.
 TR1249'
 TR1249'AROUND THE TRIANGULATION STATION THREE POPLAR STUBS 120 DEG APART
 TR1249'WERE DRIVEN 3 FEET INTO THE GROUND, THESE SERVED AS SUPPORTS FOR
 TR1249'THE SIGNAL, AND BOARDS NAILED ACROSS PREVENT THE ACCIDENTAL
 TR1249'DISTURBANCE OF CENTER STUB.
 TR1249
 TR1249                          STATION RECOVERY (1934)
 TR1249
 TR1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 TR1249'VICINITY OF STATION RECOVERED, AND A SEARCH MADE FOR THE
 TR1249'STATION.  THE FARM ON WHICH THE STATION WAS LOCATED IS NOW
 TR1249'ABANDONED AND THE AREA OVERGROWN WITH THICKETS.  THERE IS
 TR1249'EVIDENCE OF THE LAND HAVING BEEN UNDER CULTIVATION SO THAT THE
 TR1249'STATION WAS PROBABLY DESTROYED BY CULTIVATION OF THE LAND.  THE
 TR1249'BARN MENTIONED IN THE DESCRIPTION IS STILL STANDING.
 TR1249
 TR1249                          STATION RECOVERY (1939)
 TR1249
 TR1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1249'STATION LOST.  STATION SEARCHED FOR BY TOPOGRAPHER WHILE SET UP IN
 TR1249'VICINITY.
 TR1249
 TR1249                          STATION RECOVERY (1960)
 TR1249
 TR1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1249'THE STATION WAS NOT RECOVERED.
 TR1249'
 TR1249'A THOROUGH SEARCH WAS NOT MADE FOR THIS STATION SINCE THE RECOVERY
 TR1249'NOTES OF 1934 AND 1939 STATED THAT IT WAS SEARCHED FOR USING
 TR1249'TOPOGRAPHIC METHODS AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2300 ***********************************************************************
 RC2300  DESIGNATION -  BARN WEST GABLE
 RC2300  PID         -  RC2300
 RC2300  STATE/COUNTY-  WA/SKAMANIA
 RC2300  USGS QUAD   -  HOOD RIVER (1994)
 RC2300
 RC2300                         *CURRENT SURVEY CONTROL
 RC2300  ___________________________________________________________________
 RC2300* NAD 83(1991)-  45 43 48.56663(N)    121 34 17.38576(W)     ADJUSTED  
 RC2300* NAVD 88     -                                                        
 RC2300  ___________________________________________________________________
 RC2300  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 RC2300  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 RC2300
 RC2300  HORZ ORDER  -  THIRD
 RC2300
 RC2300.The horizontal coordinates were established by classical geodetic methods
 RC2300.and adjusted by the National Geodetic Survey in December 1991..
 RC2300
 RC2300
 RC2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2300
 RC2300.The geoid height was determined by GEOID03.
 RC2300
 RC2300;                    North         East     Units Scale Factor Converg.
 RC2300;SPC WA S     -    44,674.093   416,596.307   MT  1.00002498   -0 46 42.0
 RC2300;SPC WA S     -   146,568.25  1,366,783.05   sFT  1.00002498   -0 46 42.0
 RC2300;SPC OR N     -   229,856.028 2,416,603.059   MT  0.99994259   -0 45 35.6
 RC2300;SPC OR N     -   754,120.83  7,928,487.73   iFT  0.99994259   -0 45 35.6
 RC2300;UTM  10      - 5,065,059.102   611,148.558   MT  0.99975188   +1 01 22.8
 RC2300
 RC2300                          SUPERSEDED SURVEY CONTROL
 RC2300
 RC2300  NAD 83(1991)-  45 43 48.56663(N)    121 34 17.38576(W) AD(       ) 4
 RC2300  NAD 83(1986)-  45 43 48.58066(N)    121 34 17.38980(W) AD(       ) 4
 RC2300  NAD 27      -  45 43 49.16000(N)    121 34 13.12000(W) AD(       ) 3
 RC2300
 RC2300.Superseded values are not recommended for survey control.
 RC2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2300.See file dsdata.txt to determine how the superseded data were derived.
 RC2300
 RC2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1114965059(NAD 83)
 RC2300
 RC2300  HISTORY     - Date     Condition        Report By
 RC2300  HISTORY     - 1939     MONUMENTED       CGS
 RC2300  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2300
 RC2300                          STATION DESCRIPTION
 RC2300
 RC2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2300'RECOVERED IN GOOD CONDITION, ABOUT 2-1/2 MILES NORTHWEST OF
 RC2300'UNDERWOOD, WASHINGTON, ABOUT 3/4 MILE NORTH OF THE NORTH SHORE
 RC2300'OF THE COLUMBIA RIVER, ABOUT 1200 FEET NORTH OF A PAVED ROAD,
 RC2300'ABOUT 500 FEET NORTH OF A LARGE, WHITE HOUSE.
 RC2300'
 RC2300'THE STATION IS THE WEST GABLE OF A LARGE, RED BARN WITH A HIP
 RC2300'ROOF.  THE BARN IS QUITE CONSPICUOUS AND SETS NEAR THE CENTER OF
 RC2300'A LARGE OPEN FIELD.  THERE IS A STEEL TOWER WINDMILL ABOUT 150
 RC2300'FEET NORTHEAST OF THE BARN.  LOCAL INQUIRY CONFIRMS THAT THE BARN
 RC2300'HAS BEEN IN PLACE SINCE THE STATION WAS LOCATED.
 RC2300'
 RC2300'THIS STATION WOULD NOT HOLD DURING PHOTO COMPILATION.  FORM 524
 RC2300'HAS BEEN SUBMITTED WITH NEW SCALED COORDINATES ON INSTRUCTIONS
 RC2300'73/RRJ DATED 25 MAY 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0999 ***********************************************************************
 TP0999  DESIGNATION -  BARNABY
 TP0999  PID         -  TP0999
 TP0999  STATE/COUNTY-  WA/FERRY
 TP0999  USGS QUAD   -  RICE (1992)
 TP0999
 TP0999                         *CURRENT SURVEY CONTROL
 TP0999  ___________________________________________________________________
 TP0999* NAD 83(1991)-  48 26 38.32606(N)    118 13 37.66957(W)     ADJUSTED  
 TP0999* NAVD 88     -       583.7    (meters)    1915.     (feet)  VERTCON   
 TP0999  ___________________________________________________________________
 TP0999  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 TP0999  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 TP0999
 TP0999  HORZ ORDER  -  SECOND
 TP0999
 TP0999.The horizontal coordinates were established by classical geodetic methods
 TP0999.and adjusted by the National Geodetic Survey in December 1991..
 TP0999
 TP0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0999
 TP0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0999
 TP0999.The geoid height was determined by GEOID03.
 TP0999
 TP0999;                    North         East     Units Scale Factor Converg.
 TP0999;SPC WA N     -   163,811.928   692,769.334   MT  0.99995843   +1 56 25.3
 TP0999;SPC WA N     -   537,439.63  2,272,860.72   sFT  0.99995843   +1 56 25.3
 TP0999;UTM  11      - 5,366,375.879   409,250.586   MT  0.99970118   -0 55 06.0
 TP0999
 TP0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0999!SPC WA N     -   0.99991130  x   0.99995843  =   0.99986974
 TP0999!UTM  11      -   0.99991130  x   0.99970118  =   0.99961251
 TP0999
 TP0999:                Primary Azimuth Mark                     Grid Az
 TP0999:SPC WA N     -  GOAT                                     012 40 39.3
 TP0999:UTM  11      -  GOAT                                     015 32 10.6
 TP0999
 TP0999|---------------------------------------------------------------------|
 TP0999| PID    Reference Object                     Distance      Geod. Az  |
 TP0999|                                                           dddmmss.s |
 TP0999| TP0998 GOAT                                APPROX. 3.4 KM 0143704.6 |
 TP0999| CF1901 BARNABY RM 2                         23.412 METERS 17551     |
 TP0999| CF1900 BARNABY RM 1                         11.860 METERS 24813     |
 TP0999|---------------------------------------------------------------------|
 TP0999
 TP0999                          SUPERSEDED SURVEY CONTROL
 TP0999
 TP0999  NAD 83(1986)-  48 26 38.33262(N)    118 13 37.66451(W) AD(       ) 2
 TP0999  NAD 27      -  48 26 38.71000(N)    118 13 33.66800(W) AD(       ) 2
 TP0999  NGVD 29 (07/19/86)  582.5    (m)         1911.     (f) VERT ANG       
 TP0999
 TP0999.Superseded values are not recommended for survey control.
 TP0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0999.See file dsdata.txt to determine how the superseded data were derived.
 TP0999
 TP0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP0925166376(NAD 83)
 TP0999_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0999_SETTING: 66 = SET IN ROCK OUTCROP
 TP0999_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0999
 TP0999  HISTORY     - Date     Condition        Report By
 TP0999  HISTORY     - 1936     MONUMENTED       BOR
 TP0999  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0999
 TP0999                          STATION DESCRIPTION
 TP0999
 TP0999'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0999'LOCATED IN THE SE 1/4 SEC. OF SEC. 14, T. 34 N., R. 36 E. WM,
 TP0999'ABOUT 3/4 MILE N OF BARNABY CREEK, ON A ROCKY RIDGE SPARSELY
 TP0999'COVERED WITH FIR AND PINE TREES.  STATION IS AT TOP OF STEEP TALUS
 TP0999'SLOPE ON E FACE OF RIDGE.  THREE TREES FELLED ABOUT 150 FEET S OF
 TP0999'STATION.
 TP0999'
 TP0999'TO REACH STATION FROM INCHELIUM POST OFFICE, GO N ON MAIN HIGHWAY,
 TP0999'AND CONTINUE ON MAIN HIGHWAY, CROSSING BRIDGE OVER BARNABY CREEK
 TP0999'AT 9.65 MILES TO 9.75 MILES.  THEN TURN LEFT UP BARNABY CREEK
 TP0999'ROAD, AT 10.00 GO THROUGH WOODEN GATE, AT 10.35 THROUGH ANOTHER
 TP0999'WOODEN GATE, AND CONTINUE ON UP BARNABY CREEK.  AT 11.00 LEAVE
 TP0999'ROAD AND TURN RIGHT THROUGH WIRE GATE INTO A CULTIVATED FIELD
 TP0999'AND GO N ALONG THE W EDGE OF FIELD.  AT 11.2 TURN RIGHT AND
 TP0999'CROSS WIDE SWALE, CONTINUING E UP OPPOSITE HILLSIDE.  LEAVE CAR
 TP0999'AT 11.4 ON HILLSIDE ABOUT HALFWAY TO TOP AND PROCEED ON FOOT E
 TP0999'TO TOP OF RIDGE, THEN FOLLOW CREST OF RIDGE UPHILL (N) ABOUT
 TP0999'1/4 MILE TO STATION.
 TP0999'
 TP0999'STATION AND R.M.S 1 AND 2 ARE SET ACCORDING TO NOTES 3, 20, AND
 TP0999'15, RESPECTIVELY.
 TP0999'
 TP0999'HEIGHT OF STAND ABOVE STATION MARK 1.35 METERS.
 TP0999
 TP0999                          STATION RECOVERY (1947)
 TP0999
 TP0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0999'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 TP0999'AS DESCRIBED BY THE U.S.B.R. IN 1936.  SINCE THE ORIGINAL
 TP0999'DESCRIPTION IS INADEQUATE A NEW DESCRIPTION IS SUBMITTED--
 TP0999'
 TP0999'STATION IS LOCATED IN THE SE 1/4 SEC. 14, T. 34 N., R. 36 E., WM,
 TP0999'ABOUT 0.7 MILE N OF BARNABY CREEK, ON THE W SIDE OF ROOSEVELT LAKE,
 TP0999'AND ABOUT 10.0 MILES N OF INCHELIUM, ON A HIGH ROCKY RIDGE
 TP0999'SURROUNDED BY FIR AND PINE TREES.  IT IS AT THE TOP OF A STEEP
 TP0999'TALUS SLOPE ON THE E FACE OF THE RIDGE AND 2 METERS W OF A 6-INCH
 TP0999'FIR STUMP.  A SMALL ROCK CAIRN WAS ERECTED OVER THE STATION.
 TP0999'
 TP0999'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK STAMPED
 TP0999'BARNABY 1936 SET ACCORDING TO NOTE 3.
 TP0999'
 TP0999'R.M. 1 IS LOCATED SW OF THE STATION AND IS A TREE MARKED WITH A
 TP0999'TRIANGULAR BLAZE WITH A SMALL NAIL IN CENTER.
 TP0999'
 TP0999'R.M. 2 IS LOCATED S OF THE STATION AND IS A CHISELED CROSS ON
 TP0999'OUTCROPPING BEDROCK.
 TP0999'
 TP0999'TO REACH THE STATION FROM THE W END OF THE KETTLE FALLS BRIDGE
 TP0999'OVER ROOSEVELT LAKE, ABOUT 3 MILES W OF KETTLE FALLS, GO W ALONG
 TP0999'U.S. HIGHWAY 395 FOR 0.2 MILE, TURN LEFT ON MAIN GRAVELED ROAD
 TP0999'THAT FOLLOWS THE LAKE SHORE TO INCHELIUM AND GO 15.3 MILES, TURN
 TP0999'RIGHT LEAVING THE RIVER ROAD AND PROCEED ALONG THE N SIDE OF A
 TP0999'DEEP CANYON FOR 0.1 MILE, BEAR LEFT FOLLOWING THE CANYON AND GO
 TP0999'1.0 MILE, TAKE SHARP ROUNDED TURN TO RIGHT (OLD HOUSE ON LEFT)
 TP0999'AND GO 0.15 MILE AND END OF TRUCK TRAVEL.  FROM HERE PACK ABOUT
 TP0999'0.7 MILE IN A NE DIRECTION UP HILL ACROSS OPEN FIELD TO
 TP0999'TIMBER-COVERED RIDGE.  THE STATION IS ON THE EDGE OF AND AT THE N
 TP0999'END OF THE ROCK RIDGE OVERLOOKING A PRECIPITOUS DROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4985 ***********************************************************************
 SY4985  DESIGNATION -  BARNACLE 1856
 SY4985  PID         -  SY4985
 SY4985  STATE/COUNTY-  WA/KITSAP
 SY4985  USGS QUAD   -  HANSVILLE (1968)
 SY4985
 SY4985                         *CURRENT SURVEY CONTROL
 SY4985  ___________________________________________________________________
 SY4985* NAD 83(1991)-  47 53 07.39084(N)    122 34 49.34287(W)     ADJUSTED  
 SY4985* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY4985  ___________________________________________________________________
 SY4985  LAPLACE CORR-         -16.22  (seconds)                    DEFLEC99
 SY4985  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 SY4985
 SY4985  HORZ ORDER  -  THIRD
 SY4985
 SY4985.The horizontal coordinates were established by classical geodetic methods
 SY4985.and adjusted by the National Geodetic Survey in December 1991..
 SY4985
 SY4985.The orthometric height was scaled from a topographic map.
 SY4985
 SY4985.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4985
 SY4985.The geoid height was determined by GEOID03.
 SY4985
 SY4985;                    North         East     Units Scale Factor Converg.
 SY4985;SPC WA N     -    99,921.831   369,355.732   MT  0.99995045   -1 18 02.5
 SY4985;SPC WA N     -   327,826.87  1,211,794.60   sFT  0.99995045   -1 18 02.5
 SY4985;UTM  10      - 5,303,646.740   531,371.528   MT  0.99961209   +0 18 40.6
 SY4985
 SY4985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4985!SPC WA N     -   1.00000335  x   0.99995045  =   0.99995380
 SY4985!UTM  10      -   1.00000335  x   0.99961209  =   0.99961544
 SY4985
 SY4985:                Primary Azimuth Mark                     Grid Az
 SY4985:SPC WA N     -  PORT GAMBLE RANGE REAR LIGHT             147 23 31.6
 SY4985:UTM  10      -  PORT GAMBLE RANGE REAR LIGHT             145 46 48.5
 SY4985
 SY4985|---------------------------------------------------------------------|
 SY4985| PID    Reference Object                     Distance      Geod. Az  |
 SY4985|                                                           dddmmss.s |
 SY4985| SY4982 PORT GAMBLE RANGE REAR LIGHT        442.524 METERS 1460529.1 |
 SY4985| SY4998 PORT GAMBLE LIGHT                   APPROX. 2.6 KM 1741853.0 |
 SY4985| SY4997 PORT GAMBLE INNER LIGHT             APPROX. 2.9 KM 1745703.8 |
 SY4985|---------------------------------------------------------------------|
 SY4985
 SY4985                          SUPERSEDED SURVEY CONTROL
 SY4985
 SY4985  NAD 83(1986)-  47 53 07.38779(N)    122 34 49.34704(W) AD(       ) 3
 SY4985  NAD 27      -  47 53 08.05100(N)    122 34 44.79100(W) AD(       ) 3
 SY4985
 SY4985.Superseded values are not recommended for survey control.
 SY4985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4985.See file dsdata.txt to determine how the superseded data were derived.
 SY4985
 SY4985_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU3137203647(NAD 83)
 SY4985
 SY4985  HISTORY     - Date     Condition        Report By
 SY4985  HISTORY     - 1856     MONUMENTED       COASUR
 SY4985  HISTORY     - 1878     SEE DESCRIPTION  CGS
 SY4985  HISTORY     - 1927     SEE DESCRIPTION  CGS
 SY4985  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY4985  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY4985  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY4985  HISTORY     - 19961109 MARK NOT FOUND   USPSQD
 SY4985
 SY4985                          STATION DESCRIPTION
 SY4985
 SY4985'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (JJG)
 SY4985'OLD MARK WAS FOUND AND A NEW SIGNAL ERECTED.  POLE IS 2 BY 4
 SY4985'SCANTLING 12 FEET LONG, SUPPORTED BY THREE BRACES AND ANCHORED
 SY4985'TO THE TOP OF THE BOULDER BY A LARGE PILE OF STONES.
 SY4985'
 SY4985'THE BOULDER IS ENTIRELY COVERED AT HIGH TIDE.  POLE AND BRACES
 SY4985'ARE WHITEWASHED.
 SY4985
 SY4985                          STATION RECOVERY (1927)
 SY4985
 SY4985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 SY4985'THIS STATION WAS READILY DISCOVERED, A STANDARD TRIANGULATION
 SY4985'DISK WAS SET WITH CEMENT IN THE DRILL HOLE, OTHERWISE, THE
 SY4985'DESCRIPTION IS ADEQUATE.
 SY4985
 SY4985                          STATION RECOVERY (1934)
 SY4985
 SY4985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4985'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS ON THE E SIDE OF
 SY4985'HOOD CANAL DIRECTLY E OF POINT HANNON.  THE MARK IS IN THE CENTER
 SY4985'OF A ROCK WHICH IS ABOUT 12 FEET BY 5 FEET.  THIS ROCK IS ABOUT
 SY4985'50 METERS W OF THE BLUFF LINE AND IS COVERED BY ABOUT 4 FEET OF
 SY4985'WATER AT MEAN HIGH WATER.
 SY4985
 SY4985                          STATION RECOVERY (1961)
 SY4985
 SY4985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SY4985'RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 2 MILES NORTH OF THE
 SY4985'TOWN OF PORT GAMBLE, ABOUT 1-3/8 MILES EAST OF POINT HANNON,
 SY4985'ALONG THE EAST SHORE OF HOOD CANAL.
 SY4985'
 SY4985'THE STATION IS A STANDARD DISK (UNSTAMPED) SET IN THE CENTER
 SY4985'OF THE TOP OF A 15 FT X 10 FT X 5 FT HIGH, BARNACLE-COVERED
 SY4985'BOULDER.  THE BOULDER IS AWASH AT HIGH TIDE AND IT IS ABOUT 100
 SY4985'YARDS WEST OF THE BASE OF THE BLUFF.
 SY4985
 SY4985                          STATION RECOVERY (1969)
 SY4985
 SY4985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 SY4985'RECOVERED IN GOOD CONDITION, ABOUT 2 MILES NORTH OF THE TOWN OF
 SY4985'PORT GAMBLE, ABOUT 1-1/2 MILES EAST OF POINT HANNON, ON THE TIDAL
 SY4985'FLATS ALONG THE EAST SHORE OF HOOD CANAL, ABOUT 100 YARDS WEST
 SY4985'(OFFSHORE) OF THE BASE OF THE BLUFF AND ON THE NORTH ONE OF TWO
 SY4985'LARGE, OFFSHORE BOULDERS.  THE STATION DISK PREVIOUSLY UNSTAMPED,
 SY4985'WAS STAMPED AT THIS TIME.
 SY4985'
 SY4985'THE STATION IS A STANDARD DISK STAMPED BARNACLE 1856 1927 SET
 SY4985'IN A DRILL HOLE ON TOP OF THE CENTER OF A 10 FOOT BY 15 FOOT BY
 SY4985'5 FOOT HIGH, BARNACLE ENCRUSTED BOULDER.  THE BOULDER IS AWASH
 SY4985'AT HIGH TIDE.
 SY4985'
 SY4985'THE STATION WAS VISITED BY BOAT, ALTHOUGH IT IS POSSIBLE TO WALK
 SY4985'TO THE BOULDER AT THE LOWER STAGES OF THE TIDE.
 SY4985'
 SY4985'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4985'2 MILES NORTH OF PORT GAMBLE.
 SY4985
 SY4985                          STATION RECOVERY (1996)
 SY4985
 SY4985'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2258 ***********************************************************************
 TR2258  DESIGNATION -  BARNACLE 1894
 TR2258  PID         -  TR2258
 TR2258  STATE/COUNTY-  WA/SAN JUAN
 TR2258  USGS QUAD   -  ROCHE HARBOR (1994)
 TR2258
 TR2258                         *CURRENT SURVEY CONTROL
 TR2258  ___________________________________________________________________
 TR2258* NAD 83(1991)-  48 36 30.47064(N)    123 09 32.31069(W)     ADJUSTED  
 TR2258* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2258  ___________________________________________________________________
 TR2258  LAPLACE CORR-          -8.80  (seconds)                    DEFLEC99
 TR2258  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 TR2258
 TR2258  HORZ ORDER  -  THIRD
 TR2258
 TR2258.The horizontal coordinates were established by classical geodetic methods
 TR2258.and adjusted by the National Geodetic Survey in December 1991..
 TR2258
 TR2258.The orthometric height was scaled from a topographic map.
 TR2258
 TR2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2258
 TR2258.The geoid height was determined by GEOID03.
 TR2258
 TR2258;                    North         East     Units Scale Factor Converg.
 TR2258;SPC WA N     -   181,428.805   328,528.478   MT  0.99997891   -1 43 53.4
 TR2258;SPC WA N     -   595,237.67  1,077,847.18   sFT  0.99997891   -1 43 53.4
 TR2258;UTM  10      - 5,383,944.272   488,281.286   MT  0.99960169   -0 07 09.4
 TR2258
 TR2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2258!SPC WA N     -   1.00000296  x   0.99997891  =   0.99998187
 TR2258!UTM  10      -   1.00000296  x   0.99960169  =   0.99960465
 TR2258
 TR2258:                Primary Azimuth Mark                     Grid Az
 TR2258:SPC WA N     -  BARREN RESET                             357 19 02.2
 TR2258:UTM  10      -  BARREN RESET                             355 42 18.2
 TR2258
 TR2258|---------------------------------------------------------------------|
 TR2258| PID    Reference Object                     Distance      Geod. Az  |
 TR2258|                                                           dddmmss.s |
 TR2258| TR2262 BARREN RESET                        APPROX. 1.6 KM 3553508.8 |
 TR2258|---------------------------------------------------------------------|
 TR2258
 TR2258                          SUPERSEDED SURVEY CONTROL
 TR2258
 TR2258  NAD 83(1986)-  48 36 30.47077(N)    123 09 32.31042(W) AD(       ) 3
 TR2258  NAD 27      -  48 36 31.11400(N)    123 09 27.62400(W) AD(       ) 3
 TR2258
 TR2258.Superseded values are not recommended for survey control.
 TR2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2258.See file dsdata.txt to determine how the superseded data were derived.
 TR2258
 TR2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8828183944(NAD 83)
 TR2258_MARKER: H = DRILL HOLE
 TR2258_SETTING: 66 = SET IN ROCK OUTCROP
 TR2258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2258
 TR2258  HISTORY     - Date     Condition        Report By
 TR2258  HISTORY     - 1894     MONUMENTED       CGS
 TR2258  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR2258  HISTORY     - 1950     GOOD             CGS
 TR2258  HISTORY     - 1959     GOOD             CGS
 TR2258  HISTORY     - 1989     GOOD             USPSQD
 TR2258
 TR2258                          STATION DESCRIPTION
 TR2258
 TR2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2258'STATION IS ON S SIDE OF ROCHE HARBOR, 1/3 MILE FROM THE FURNACES.
 TR2258'IT JUST SEES SIG BARREN CLEAR OF PEARL ISLAND.  THE CHAPEL AT ROCHE
 TR2258'HARBOR IS TANGENT TO NEXT POINT TO EASTWARD.
 TR2258'
 TR2258'CENTER IS MARKED BY A 1/2-INCH HOLE 2 INCHES DEEP JUST AT ORDINARY
 TR2258'HIGH WATER.
 TR2258'
 TR2258'7 PACES BACK FROM STATION ON TOP OF SMALL BLUFF AND 8 OR 10 FEET
 TR2258'ABOVE CENTER A 20-INCH FIR IS MARKED WITH BLAZE AND WIRE NAIL.  FROM
 TR2258'FIR CENTER IS IN LINE TO LEFT TANGENT OF SENTINEL ISLAND.
 TR2258
 TR2258                          STATION RECOVERY (1942)
 TR2258
 TR2258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2258'STATION WAS FOUND AS DESCRIBED AND REMARKED WITH A BRONZE DISK.  A
 TR2258'COMPLETE DESCRIPTION FOLLOWS--
 TR2258'
 TR2258'STATION IS ON THE S SHORE OF ROCHE HARBOR, ABOUT 1/3 MILE W OF THE
 TR2258'EASTERN END.  THE OLD CHURCH OR CHAPEL IN THE TOWN OF ROCHE HARBOR
 TR2258'CAN BE SEEN JUST CLEAR OF THE NEXT POINT TO THE E AND THE SMALL DOCK
 TR2258'NEAR THE NW END OF ROCHE HARBOR CAN BE SEEN JUST CLEAR OF THE TREES
 TR2258'TO THE W.  THE HIGHEST POINT OF BARREN ISLAND IS ON RANGE WITH THE
 TR2258'E TANGENT OF PEARL ISLAND.  A CONSPICUOUS GRAY BOULDER LIES 51.3
 TR2258'FEET E OF STATION.  STATION IS 18 INCHES FROM HIGH-WATER LINE, 13
 TR2258'FEET N OF EDGE OF LOW BLUFF, AND AT THE HEIGHT OF MEAN HIGH WATER.
 TR2258'IT IS COVERED AT THE HIGHER TIDES.
 TR2258'
 TR2258'STATION IS STAMPED BARNACLE 1894-1942.  NO REFERENCE MARKS WERE
 TR2258'SET.
 TR2258
 TR2258                          STATION RECOVERY (1950)
 TR2258
 TR2258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2258'RECOVERED.
 TR2258'
 TR2258'ON THE NW END OF SAN JUAN ISLAND, ON THE S SHORE OF ROCHE HARBOR,
 TR2258'ABOUT 1/4 MILE W OF THE MAIN DOCK AT THE LIME WORKS, 0.3 MILE S OF
 TR2258'THE E END OF PEARL ISLAND, 0.3 MILE NE OF BAZALGETTE POINT, 51.3
 TR2258'FEET W OF A LARGE CONSPICUOUS GRAY BOULDER, ON LINE WITH THE HIGHEST
 TR2258'POINT OF BARREN ISLAND AND THE E END OF PEARL ISLAND, 13 FEET N OF
 TR2258'THE BASE OF A LOW BLUFF AT THE HIGH-WATER LINE, IN A ROCK LEDGE
 TR2258'WHICH IS COVERED AT HIGH WATER, A BRONZE STATION DISK STAMPED
 TR2258'BARNACLE 1894 1942 SET IN A DRILL HOLE IN THE ROCK LEDGE.
 TR2258'
 TR2258'NO REFERENCE MARKS WERE SET.
 TR2258
 TR2258                          STATION RECOVERY (1959)
 TR2258
 TR2258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJT)
 TR2258'STATION IS ON THE NORTHWEST END OF SAN JUAN ISLAND, ON THE SOUTH
 TR2258'SHORE OF ROCHE HARBOR, ABOUT 1/4 MILE WEST OF THE MAIN DOCK AT THE
 TR2258'LIME WORKS, 0.3 MILE SOUTH OF THE EAST END OF PEARL ISLAND, 0.3 MILE
 TR2258'NORTHEAST OF BAZALGETTE POINT, 51.3 FEET WEST OF A LARGE,
 TR2258'CONSPICUOUS, GRAY BOULDER, ON LINE WITH THE HIGHEST POINT OF BARREN
 TR2258'ISLAND AND THE EAST END OF PEARL ISLAND, 13 FEET NORTH OF THE BASE
 TR2258'OF A LOW BLUFF AT THE HIGH WATER LINE, IN A ROCK LEDGE WHICH IS
 TR2258'COVERED AT HIGH WATER, A BRONZE STATION DISK STAMPED BARNACLE 1894
 TR2258'1942 SET IN A DRILL HOLE IN THE ROCK LEDGE.
 TR2258'
 TR2258'NO REFERENCE MARKS WERE SET.
 TR2258
 TR2258                          STATION RECOVERY (1989)
 TR2258
 TR2258'RECOVERY NOTE BY US POWER SQUADRON 1989 (SG)
 TR2258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2011 ***********************************************************************
 TR2011  DESIGNATION -  BARNES 1854
 TR2011  PID         -  TR2011
 TR2011  STATE/COUNTY-  WA/SAN JUAN
 TR2011  USGS QUAD   -  MT CONSTITUTION (1994)
 TR2011
 TR2011                         *CURRENT SURVEY CONTROL
 TR2011  ___________________________________________________________________
 TR2011* NAD 83(1991)-  48 42 14.12233(N)    122 46 29.75162(W)     ADJUSTED  
 TR2011* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2011  ___________________________________________________________________
 TR2011  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 TR2011  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 TR2011
 TR2011  HORZ ORDER  -  THIRD
 TR2011
 TR2011.The horizontal coordinates were established by classical geodetic methods
 TR2011.and adjusted by the National Geodetic Survey in December 1991..
 TR2011
 TR2011.The orthometric height was scaled from a topographic map.
 TR2011
 TR2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2011
 TR2011.The geoid height was determined by GEOID03.
 TR2011
 TR2011;                    North         East     Units Scale Factor Converg.
 TR2011;SPC WA N     -   191,255.520   357,105.564   MT  0.99999460   -1 26 44.0
 TR2011;SPC WA N     -   627,477.49  1,171,603.84   sFT  0.99999460   -1 26 44.0
 TR2011;UTM  10      - 5,394,567.577   516,559.464   MT  0.99960337   +0 10 08.7
 TR2011
 TR2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2011!SPC WA N     -   1.00000291  x   0.99999460  =   0.99999751
 TR2011!UTM  10      -   1.00000291  x   0.99960337  =   0.99960628
 TR2011
 TR2011:                Primary Azimuth Mark                     Grid Az
 TR2011:SPC WA N     -  RACCOON BLUFF 1854                       262 00 29.5
 TR2011:UTM  10      -  RACCOON BLUFF 1854                       260 23 36.8
 TR2011
 TR2011|---------------------------------------------------------------------|
 TR2011| PID    Reference Object                     Distance      Geod. Az  |
 TR2011|                                                           dddmmss.s |
 TR2011| TR2015 RACCOON BLUFF 1854                  APPROX. 4.3 KM 2603345.5 |
 TR2011|---------------------------------------------------------------------|
 TR2011
 TR2011                          SUPERSEDED SURVEY CONTROL
 TR2011
 TR2011  NAD 83(1986)-  48 42 14.12337(N)    122 46 29.75247(W) AD(       ) 3
 TR2011  NAD 27      -  48 42 14.74000(N)    122 46 25.11000(W) AD(       ) 3
 TR2011
 TR2011.Superseded values are not recommended for survey control.
 TR2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2011.See file dsdata.txt to determine how the superseded data were derived.
 TR2011
 TR2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1655994568(NAD 83)
 TR2011_MARKER: Z = SEE DESCRIPTION
 TR2011_SETTING: 0 = UNSPECIFIED SETTING
 TR2011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2011+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 TR2011
 TR2011  HISTORY     - Date     Condition        Report By
 TR2011  HISTORY     - 1853     MONUMENTED       CGS
 TR2011  HISTORY     - 1854     SEE DESCRIPTION  CGS
 TR2011  HISTORY     - 1888     GOOD             CGS
 TR2011  HISTORY     - 20040317 GOOD             USPSQD
 TR2011
 TR2011                          STATION DESCRIPTION
 TR2011
 TR2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1853 (GD)
 TR2011'STATION IS ON THE N END OF BARNES ISLAND ON THE ROCKY POINT JUST
 TR2011'BEFORE REACHING THE BUSHES, TO SAVE CLEARING.  IT IS MARKED BY A
 TR2011'SLIGHT HOLE PICKED IN THE ROCK, AND BY 3 HOLES PICKED AROUND
 TR2011'IT.  THE FIRST IS IN DIRECTION OF THE SIGNAL ON CLARKS ISLAND,
 TR2011'DISTANT 8 FEET 1-1/2 INCHES.  THE SECOND IS IN THE DIRECTION OF
 TR2011'A POINT 2/3 FROM N END OF CLARKS ISLAND, DISTANT 9 FEET 5
 TR2011'INCHES.  THE THIRD BEARS S 35 DEG E (MAG.) AND IS DISTANT 9
 TR2011'FEET 11 INCHES.
 TR2011
 TR2011                          STATION RECOVERY (1854)
 TR2011
 TR2011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1854 (GD)
 TR2011'SIGNAL FOUND LEANING.  REPLACED IT WITH ANOTHER 7 INCHES IN
 TR2011'DIAMETER.  EXAMINED MARKS AND FOUND AS FOLLOWS--FIRST TO CLARKS
 TR2011'SIGNAL 8 FEET 1-1/2 INCHES.  SECOND 9 FEET 5-1/2 INCHES.  THIRD
 TR2011'9 FEET 11-3/4 INCHES, AND A FOURTH (STUB) DRIVEN IN SSW (COMPASS)
 TR2011'AT 6 FEET.
 TR2011'
 TR2011'STATION AND MARKS IN ROCK DRILLED IN 2-1/2 INCHES EACH.
 TR2011'
 TR2011'SIGNAL SUPPORTED BY BRACES AND ALL SURROUNDED WITH HEAVY STONES.
 TR2011
 TR2011                          STATION RECOVERY (1888)
 TR2011
 TR2011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1888 (JJG)
 TR2011'FOUND OLD STATION WITH DIFFICULTY.
 TR2011
 TR2011                          STATION RECOVERY (2004)
 TR2011
 TR2011'RECOVERY NOTE BY US POWER SQUADRON 2004 (TVC)
 TR2011'WAAS GPS LOCATES DRILL HOLE MARKER AT N48 42.236 W122 46.497 WHICH IS
 TR2011'VERY CLOSE TO THE ORIGINAL 1853 LOCATION.  THE THREE ADJACENT SIGHT
 TR2011'HOLES STILL EXIST AND DIMENSIONS CORRECTLY MATCHED.  EROSION HAS TAKEN
 TR2011'ITS TOLL ON THIS MARK, BUT IT IS CLEARLY VISABLE AND COULD FUNCTION AS
 TR2011'A REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2010 ***********************************************************************
 TR2010  DESIGNATION -  BARNES ISLAND
 TR2010  PID         -  TR2010
 TR2010  STATE/COUNTY-  WA/SAN JUAN
 TR2010  USGS QUAD   -  MT CONSTITUTION (1994)
 TR2010
 TR2010                         *CURRENT SURVEY CONTROL
 TR2010  ___________________________________________________________________
 TR2010* NAD 83(1991)-  48 41 45.88174(N)    122 46 34.38100(W)     ADJUSTED  
 TR2010* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 TR2010  ___________________________________________________________________
 TR2010  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 TR2010  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 TR2010
 TR2010  HORZ ORDER  -  THIRD
 TR2010
 TR2010.The horizontal coordinates were established by classical geodetic methods
 TR2010.and adjusted by the National Geodetic Survey in December 1991..
 TR2010
 TR2010.The orthometric height was scaled from a topographic map.
 TR2010
 TR2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2010
 TR2010.The geoid height was determined by GEOID03.
 TR2010
 TR2010;                    North         East     Units Scale Factor Converg.
 TR2010;SPC WA N     -   190,385.841   356,988.923   MT  0.99999321   -1 26 47.5
 TR2010;SPC WA N     -   624,624.21  1,171,221.16   sFT  0.99999321   -1 26 47.5
 TR2010;UTM  10      - 5,393,695.297   516,467.410   MT  0.99960333   +0 10 05.2
 TR2010
 TR2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2010!SPC WA N     -   1.00000213  x   0.99999321  =   0.99999534
 TR2010!UTM  10      -   1.00000213  x   0.99960333  =   0.99960546
 TR2010
 TR2010|---------------------------------------------------------------------|
 TR2010| PID    Reference Object                     Distance      Geod. Az  |
 TR2010|                                                           dddmmss.s |
 TR2010| CF7541 BARNES ISLAND RM 1                    6.402 METERS 06405     |
 TR2010| TR2020 LITTLE SISTER                       APPROX. 1.4 KM 1194822.1 |
 TR2010| CF7542 BARNES ISLAND RM 2                   10.167 METERS 21932     |
 TR2010|---------------------------------------------------------------------|
 TR2010
 TR2010                          SUPERSEDED SURVEY CONTROL
 TR2010
 TR2010  NAD 83(1986)-  48 41 45.88272(N)    122 46 34.38196(W) AD(       ) 3
 TR2010  NAD 27      -  48 41 46.50700(N)    122 46 29.74700(W) AD(       ) 3
 TR2010
 TR2010.Superseded values are not recommended for survey control.
 TR2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2010.See file dsdata.txt to determine how the superseded data were derived.
 TR2010
 TR2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1646793695(NAD 83)
 TR2010_MARKER: Z = SEE DESCRIPTION
 TR2010_SETTING: 0 = UNSPECIFIED SETTING
 TR2010
 TR2010  HISTORY     - Date     Condition        Report By
 TR2010  HISTORY     - 1941     MONUMENTED       CGS
 TR2010  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR2010  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2010  HISTORY     - 1987     GOOD             USPSQD
 TR2010
 TR2010                          STATION DESCRIPTION
 TR2010
 TR2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (CP)
 TR2010'STATION IS 1 MILE E OF ORCAS ISLAND, ON THE SOUTHERNMOST POINT OF
 TR2010'BARNES ISLAND.  IT IS ON A ROCKY LEDGE 8 FEET ABOVE HIGH TIDE.  MARK
 TR2010'IS 5 METERS FROM HIGH WATER ON THE SE, 5 METERS S OF HIGH WATER TO
 TR2010'THE N, AND 13 METERS NE OF HIGH WATER.
 TR2010'
 TR2010'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 TR2010'HOLES IN OUTCROPPING BEDROCK.
 TR2010
 TR2010                          STATION RECOVERY (1955)
 TR2010
 TR2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR2010'STATION WAS RECOVERED.  STATION AND REFERENCE MARKS WERE FOUND IN
 TR2010'GOOD CONDITION.  NEW DESCRIPTION FOLLOWS--
 TR2010'
 TR2010'STATION IS APPROXIMATELY 1.3 MI. NE OF ORCAS ISLAND AT THE
 TR2010'NEAREST POINT AND APPROXIMATELY 2.75 MI. NW OF LAWRENCE PT., THE
 TR2010'EXTREME E TIP OF ORCAS ISLAND, AND IS LOCATED ON THE S MOST TIP
 TR2010'OF BARNES ISLAND.  IT IS ON A ROCKY LEDGE 8 FT. ABOVE HIGH WATER,
 TR2010'5 M. FROM HIGH WATER ON THE SE AND 13 M. NE OF HIGH WATER.
 TR2010'
 TR2010'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 TR2010'HOLES IN OUTCROPPING ROCK.  ALL MARKS WERE FOUND TO BE STAMPED
 TR2010'BARNES 1941.
 TR2010'
 TR2010'REFERENCE MARK DISTANCES WERE CHECKED.  NO CHECK WAS MADE ON
 TR2010'DIRECTIONS.
 TR2010
 TR2010                          STATION RECOVERY (1973)
 TR2010
 TR2010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2010'STATION FOUND AS DESCRIBED, ELEVATION 12.7 BY PLANE TABLE TRAVERSE
 TR2010'FROM WATER LINE AND VA CHECK.
 TR2010
 TR2010                          STATION RECOVERY (1987)
 TR2010
 TR2010'RECOVERY NOTE BY US POWER SQUADRON 1987 (MG)
 TR2010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1311 ***********************************************************************
 SX1311  DESIGNATION -  BARNESTON
 SX1311  PID         -  SX1311
 SX1311  STATE/COUNTY-  WA/KING
 SX1311  USGS QUAD   -  NORTH BEND (1993)
 SX1311
 SX1311                         *CURRENT SURVEY CONTROL
 SX1311  ___________________________________________________________________
 SX1311* NAD 83(1991)-  47 22 44.87927(N)    121 52 08.58735(W)     ADJUSTED  
 SX1311* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 SX1311  ___________________________________________________________________
 SX1311  LAPLACE CORR-          14.88  (seconds)                    DEFLEC99
 SX1311  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SX1311
 SX1311  HORZ ORDER  -  SECOND
 SX1311
 SX1311.The horizontal coordinates were established by classical geodetic methods
 SX1311.and adjusted by the National Geodetic Survey in December 1991..
 SX1311
 SX1311.The orthometric height was scaled from a topographic map.
 SX1311
 SX1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1311
 SX1311.The geoid height was determined by GEOID03.
 SX1311
 SX1311;                    North         East     Units Scale Factor Converg.
 SX1311;SPC WA N     -    42,679.399   421,786.763   MT  1.00002474   -0 46 16.0
 SX1311;SPC WA N     -   140,023.99  1,383,812.07   sFT  1.00002474   -0 46 16.0
 SX1311;UTM  10      - 5,247,917.233   585,370.411   MT  0.99968957   +0 49 56.1
 SX1311
 SX1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1311!SPC WA N     -   0.99994995  x   1.00002474  =   0.99997469
 SX1311!UTM  10      -   0.99994995  x   0.99968957  =   0.99963954
 SX1311
 SX1311:                Primary Azimuth Mark                     Grid Az
 SX1311:SPC WA N     -  LOOKOUT                                  028 43 17.1
 SX1311:UTM  10      -  LOOKOUT                                  027 07 05.0
 SX1311
 SX1311|---------------------------------------------------------------------|
 SX1311| PID    Reference Object                     Distance      Geod. Az  |
 SX1311|                                                           dddmmss.s |
 SX1311| SX1309 LOOKOUT                             APPROX. 4.4 KM 0275701.1 |
 SX1311| CF4789 RATTLESNAKE BEACON                                 0315006.2 |
 SX1311| CF4076 BARNESTON RM                          6.736 METERS 22411     |
 SX1311| SX1405 TAYLOR MILL TALL BRICK CHIMNEY      APPROX. 5.2 KM 3315226.9 |
 SX1311|---------------------------------------------------------------------|
 SX1311
 SX1311                          SUPERSEDED SURVEY CONTROL
 SX1311
 SX1311  NAD 83(1986)-  47 22 44.86878(N)    121 52 08.59658(W) AD(       ) 2
 SX1311  NAD 27      -  47 22 45.51900(N)    121 52 04.20700(W) AD(       ) 2
 SX1311
 SX1311.Superseded values are not recommended for survey control.
 SX1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1311.See file dsdata.txt to determine how the superseded data were derived.
 SX1311
 SX1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8537047917(NAD 83)
 SX1311_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1311
 SX1311  HISTORY     - Date     Condition        Report By
 SX1311  HISTORY     - 1937     MONUMENTED       WAGS
 SX1311  HISTORY     - 1949     SEE DESCRIPTION  LOCENG
 SX1311
 SX1311                          STATION DESCRIPTION
 SX1311
 SX1311'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1311'STATION IS IN NW 1/4 OF SW 1/4 OF SEC. 24, T.22, R.7.  IT IS ABOUT
 SX1311'1/4 MILE N OF SELLECK, 1/4 MILE S OF BARNESTON AND 3 MILES SE OF
 SX1311'THE S END OF LAKE WALSH, ON THE HIGHEST PART OF AN E AND W RIDGE
 SX1311'OVERLOOKING CEDAR RIVER VALLEY WATER SHED PROPERTY TO THE N.
 SX1311'
 SX1311'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS SET
 SX1311'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SX1311'
 SX1311'THE STATION IS STAMPED KING COUNTY ENGINEER, J.P. DODD, 1937.
 SX1311'
 SX1311'REFERENCE MARK IS SET 30.77 FEET, MAGNETIC N 85 DEG E FROM THE
 SX1311'STATION.
 SX1311'
 SX1311'STATION IS REACHED AS FOLLOWS--FROM RENTON GO E TO SELLECK MILL,
 SX1311'CROSS THE RAILROAD TRACKS TO THE SCHOOL, TURN LEFT ON THE E SIDE
 SX1311'OF THE SCHOOL AND GO N ONE BLOCK TO THE END OF THE STREET, FROM
 SX1311'WHICH A PATH WINDS N TO THE RAILROAD TRACK AND THE STATION WILL
 SX1311'BE FOUND 234.5 FEET N OF THE TRACK FROM A POINT 538 FEET W OF THE
 SX1311'END OF THE TRACK ALMOST DIRECTLY N FROM THE SCHOOL, 742 FEET NE
 SX1311'OF THE NW CORNER OF THE SCHOOLYARD AND 742.6 FEET NW OF THE NE
 SX1311'CORNER OF THE SCHOOLYARD.  ANOTHER TRACK LIES A SHORT DISTANCE
 SX1311'N OF THE STATION WHICH IS 75 YARDS S OF THE WATER SHED FENCE.
 SX1311'
 SX1311'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SX1311
 SX1311                          STATION RECOVERY (1949)
 SX1311
 SX1311'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (JGL)
 SX1311'ACCORDING TO MR. J.G. LADNER, RESIDENT ENGINEER, SEATTLE WATER
 SX1311'DEPARTMENT, SURVEY CREWS FOUND THE STATION MONUMENT APPARENTLY
 SX1311'UNDISTURBED, ALTHOUGH THE BRONZE DISK WAS GONE.  THE REFERENCE MARK
 SX1311'HAS BEEN KNOCKED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2302 ***********************************************************************
 SA2302  DESIGNATION -  BARNYARD
 SA2302  PID         -  SA2302
 SA2302  STATE/COUNTY-  WA/FRANKLIN
 SA2302  USGS QUAD   -  WOODED ISLAND (1992)
 SA2302
 SA2302                         *CURRENT SURVEY CONTROL
 SA2302  ___________________________________________________________________
 SA2302* NAD 83(1991)-  46 26 33.52983(N)    119 15 17.62088(W)     ADJUSTED  
 SA2302* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 SA2302  ___________________________________________________________________
 SA2302  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 SA2302  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SA2302
 SA2302  HORZ ORDER  -  SECOND
 SA2302
 SA2302.The horizontal coordinates were established by classical geodetic methods
 SA2302.and adjusted by the National Geodetic Survey in December 1991..
 SA2302
 SA2302.The orthometric height was scaled from a topographic map.
 SA2302
 SA2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2302
 SA2302.The geoid height was determined by GEOID03.
 SA2302
 SA2302;                    North         East     Units Scale Factor Converg.
 SA2302;SPC WA S     -   124,054.772   595,666.111   MT  0.99991767   +0 54 16.0
 SA2302;SPC WA S     -   407,003.03  1,954,281.23   sFT  0.99991767   +0 54 16.0
 SA2302;UTM  11      - 5,145,701.046   326,798.026   MT  0.99996876   -1 38 04.2
 SA2302
 SA2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2302!SPC WA S     -   0.99998505  x   0.99991767  =   0.99990272
 SA2302!UTM  11      -   0.99998505  x   0.99996876  =   0.99995381
 SA2302
 SA2302:                Primary Azimuth Mark                     Grid Az
 SA2302:SPC WA S     -  FLAT                                     182 20 04.0
 SA2302:UTM  11      -  FLAT                                     184 52 24.2
 SA2302
 SA2302|---------------------------------------------------------------------|
 SA2302| PID    Reference Object                     Distance      Geod. Az  |
 SA2302|                                                           dddmmss.s |
 SA2302| SA2318 FLAT                                APPROX. 1.0 KM 1831420.0 |
 SA2302|---------------------------------------------------------------------|
 SA2302
 SA2302                          SUPERSEDED SURVEY CONTROL
 SA2302
 SA2302  NAD 83(1991)-  46 26 33.53149(N)    119 15 17.61420(W) AD(       ) 2
 SA2302  NAD 83(1986)-  46 26 33.53877(N)    119 15 17.61131(W) AD(       ) 2
 SA2302  NAD 27      -  46 26 34.04600(N)    119 15 13.55400(W) AD(       ) 2
 SA2302
 SA2302.Superseded values are not recommended for survey control.
 SA2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2302.See file dsdata.txt to determine how the superseded data were derived.
 SA2302
 SA2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2679845701(NAD 83)
 SA2302_MARKER: Z = SEE DESCRIPTION
 SA2302_SETTING: 0 = UNSPECIFIED SETTING
 SA2302_STAMPING: BARNYARD 1949
 SA2302_MARK LOGO: USE   
 SA2302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2302
 SA2302  HISTORY     - Date     Condition        Report By
 SA2302  HISTORY     - 1949     MONUMENTED       USE
 SA2302
 SA2302                          STATION DESCRIPTION
 SA2302
 SA2302'DESCRIBED BY US ENGINEERS 1949 (WRG)
 SA2302'BEGIN AT INTERSECTION OF N. 4TH AVE. AND W. LEWIS ST.  GO NORTH
 SA2302'ALONG 4TH AVE. 0.8 MILES.  TURN LEFT, GO WEST 4.1 MILES.  TURN
 SA2302'RIGHT, GO NORTHERLY 15.2 MILES.  LEAVE CAR, GO EASTERLY, UP SLOPE
 SA2302'ABOUT 100 FT. TO STATION.
 SA2302'
 SA2302'STATION LOCATED ON TOP OF SMALL KNOLL EAST OF ROAD, ABOUT 200
 SA2302'FT. EAST OF RIVER, ABOUT 300 FT. NORTHEAST FROM FARMHOUSE.  BRONZE
 SA2302'DISC SET IN CONCRETE MONUMENT, STAMPED BARNYARD 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2004 ***********************************************************************
 SA2004  DESIGNATION -  BARREN
 SA2004  PID         -  SA2004
 SA2004  STATE/COUNTY-  WA/BENTON
 SA2004  USGS QUAD   -  WALLULA (1992)
 SA2004
 SA2004                         *CURRENT SURVEY CONTROL
 SA2004  ___________________________________________________________________
 SA2004* NAD 83(1991)-  46 05 33.95865(N)    118 58 38.16710(W)     ADJUSTED  
 SA2004* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 SA2004  ___________________________________________________________________
 SA2004  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 SA2004  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SA2004
 SA2004  HORZ ORDER  -  SECOND
 SA2004
 SA2004.The horizontal coordinates were established by classical geodetic methods
 SA2004.and adjusted by the National Geodetic Survey in December 1991..
 SA2004
 SA2004.The orthometric height was scaled from a topographic map.
 SA2004
 SA2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2004
 SA2004.The geoid height was determined by GEOID03.
 SA2004
 SA2004;                    North         East     Units Scale Factor Converg.
 SA2004;SPC WA S     -    85,547.392   617,745.464   MT  0.99995128   +1 06 22.0
 SA2004;SPC WA S     -   280,666.74  2,026,719.91   sFT  0.99995128   +1 06 22.0
 SA2004;SPC OR N     -   270,715.769 2,617,754.477   MT  1.00002492   +1 04 47.6
 SA2004;SPC OR N     -   888,175.10  8,588,433.32   iFT  1.00002492   +1 04 47.6
 SA2004;UTM  11      - 5,106,255.047   347,152.695   MT  0.99988720   -1 25 29.4
 SA2004
 SA2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2004!SPC WA S     -   0.99995934  x   0.99995128  =   0.99991062
 SA2004!SPC OR N     -   0.99995934  x   1.00002492  =   0.99998426
 SA2004!UTM  11      -   0.99995934  x   0.99988720  =   0.99984655
 SA2004
 SA2004:                Primary Azimuth Mark                     Grid Az
 SA2004:SPC WA S     -  ENGINE                                   053 20 44.7
 SA2004:SPC OR N     -  ENGINE                                   053 22 19.1
 SA2004:UTM  11      -  ENGINE                                   055 52 36.1
 SA2004
 SA2004|---------------------------------------------------------------------|
 SA2004| PID    Reference Object                     Distance      Geod. Az  |
 SA2004|                                                           dddmmss.s |
 SA2004| SA2015 ENGINE                              APPROX. 2.4 KM 0542706.7 |
 SA2004| SA2013 WALLULA DEPOT UPRR WATER TANK       APPROX. 5.0 KM 0800632.5 |
 SA2004| CF4419 BARREN RM 2                           4.409 METERS 11011     |
 SA2004| CF4418 BARREN RM 1                           5.312 METERS 21430     |
 SA2004| SA2259 THE BUTTE                           APPROX. 4.6 KM 3031559.0 |
 SA2004|---------------------------------------------------------------------|
 SA2004
 SA2004                          SUPERSEDED SURVEY CONTROL
 SA2004
 SA2004  NAD 83(1991)-  46 05 33.95897(N)    118 58 38.16689(W) AD(       ) 2
 SA2004  NAD 83(1986)-  46 05 33.96530(N)    118 58 38.15986(W) AD(       ) 2
 SA2004  NAD 27      -  46 05 34.47800(N)    118 58 34.14600(W) AD(       ) 2
 SA2004
 SA2004.Superseded values are not recommended for survey control.
 SA2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2004.See file dsdata.txt to determine how the superseded data were derived.
 SA2004
 SA2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4715306255(NAD 83)
 SA2004_MARKER: Z = SEE DESCRIPTION
 SA2004_SETTING: 0 = UNSPECIFIED SETTING
 SA2004
 SA2004  HISTORY     - Date     Condition        Report By
 SA2004  HISTORY     - 1941     MONUMENTED       USE
 SA2004  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SA2004
 SA2004                          STATION DESCRIPTION
 SA2004
 SA2004'DESCRIBED BY US ENGINEERS 1941 (ANS)
 SA2004'STATION BARREN (U S E 1941) 1942 IS LOCATED IN BENTON COUNTY,
 SA2004'ABOUT 11 MILES SOUTHEAST OF KENNEWICK AND ABOUT 1 MILE SOUTH OF
 SA2004'HOVER.  IT IS ON THE HIGHEST PART OF A VERY PROMINENT NORTH-SOUTH
 SA2004'RIDGE OVERLOOKING THE TOWN OF HOVER AND THE COLUMBIA RIVER.  THE
 SA2004'HIGHEST PART OF THE RIDGE IS BARE AND ROCKY AND THE LOWER SLOPES
 SA2004'ARE SAGE-COVERED.
 SA2004'
 SA2004'THE STATION MARK IS A STANDARD U.S. ARMY ENGINEERS DISK SET IN
 SA2004'THE TOP OF A 6 INCH CONCRETE POST.  IT PROJECTS 12 INCHES AND IS
 SA2004'STAMPED BARREN 1941.
 SA2004'
 SA2004'R.M. 1, 1942 IS ABOUT 1 METER LOWER THAN THE STATION, ON THE WEST
 SA2004'SLOPE OF THE RIDGE.  IT IS A STANDARD U.S.E. DISK BRAZED TO THE
 SA2004'TOP OF A 3-INCH IRON PIPE.  IT PROJECTS 8 INCHES AND IS STAMPED
 SA2004'BARREN NO.1, 1941.
 SA2004'
 SA2004'R.M. 2, 1942 IS AT ABOUT THE SAME ELEVATION AS THE STATION, ON
 SA2004'THE CREST OF THE RIDGE.  IT IS A STANDARD U.S.E. DISK BRAZED TO THE
 SA2004'TOP OF A 3-INCH IRON PIPE.  IT PROJECTS 6 INCHES AND IS STAMPED
 SA2004'BARREN NO. 2, 1941.
 SA2004'
 SA2004'TO REACH THE STATION FROM KENNEWICK, START AT THE INTERSECTION
 SA2004'OF 3RD AVENUE AND WASHINGTON STREET.  GO SOUTHEAST ON 3RD AVENUE
 SA2004'AND AN OILED ROAD FOR 7.4 MILES TO THE TOWN OF FINLEY.  CONTINUE
 SA2004'SOUTHEAST ON MAIN TRAVELED ROAD FOR 5.4 MILES TO THE TOWN OF
 SA2004'HOVER.  FROM HOVER GO WEST ON THE ROAD TOWARD PLYMOUTH FOR 1.1
 SA2004'MILE TO A T-INTERSECTION.  TURN LEFT, SOUTH, AND GO 1.8 MILES TO
 SA2004'THE TOP OF AN EAST-WEST RIDGE AND A DIM TRACK-ROAD LEADING
 SA2004'SOUTHEAST THROUGH A CATTLE-GUARD.  PASS THROUGH THE CATTLE
 SA2004'GUARD, LEAVE THE TRACK-ROAD AND GO DIRECTLY EAST ACROSS COUNTRY
 SA2004'FOR 0.4 MILE TO THE CREST OF A NORTH-SOUTH RIDGE.  TURN LEFT,
 SA2004'NORTH, AND FOLLOW CREST OF RIDGE FOR 0.4 MILE TO THE HIGHEST
 SA2004'PART AND THE STATION.  A TRUCK CAN BE DRIVEN TO THE STATION.
 SA2004'
 SA2004'STATION ENGINE (U S E 1941) 1942 IS TO BE USED AS AN AZIMUTH
 SA2004'MARK.  FOR DESCRIPTION AND ROUTE TO STATION, SEE SAME.
 SA2004'
 SA2004'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 SA2004
 SA2004                          STATION RECOVERY (1958)
 SA2004
 SA2004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SA2004'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 SA2004'ON THE HIGHEST PART OF A BARE ROCKY HILL, 11 MI. SE OF KENNEWICK
 SA2004'AND ABOUT 3 MI. W OF WALLULA.
 SA2004'
 SA2004'TO REACH THE STATION FROM THIRD AVENUE AND WASHINGTON STREET IN
 SA2004'KENNEWICK, GO S ON THIRD AVENUE, FOLLOWING THE MAIN PAVED ROAD,
 SA2004'FOR 7.1 MI. TO A ROAD FORK.  TAKE THE LEFT FORK FOR 0.9 MI. TO A
 SA2004'CROSSROAD.  TURN RIGHT AND GO 3.7 MI. ALONG THE MAIN PAVED ROAD TO
 SA2004'ROAD JUNCTION.  CONTINUE AHEAD FOR 2.2 MI. TO A GRAVEL ROAD
 SA2004'LEFT.  TURN LEFT AND FOLLOW THE GRAVEL ROAD FOR 0.4 MI..  TURN
 SA2004'LEFT ON A DIM DIRT ROAD AND GO 0.4 MI..  TURN LEFT ON A DIM
 SA2004'DIRT ROAD FOLLOWING A TELEPHONE LINE, FOR 0.2 MI. TO A GATE.
 SA2004'PASS THROUGH THE GATE, TURN LEFT UPHILL FOR 0.1 MI. TO A
 SA2004'RIDGE.  TURN RIGHT AND FOLLOW THE RIDGE FOR 1.0 MI. TO THE
 SA2004'STATION ON THE HIGHEST POINT OF A HILL.
 SA2004'
 SA2004'THE STATION MARK IS A U.S. ENGINEERS DISK, STAMPED BARREN 1942,
 SA2004'SET IN THE TOP OF A 6-IN. CONCRETE MONUMENT PROJECTING 12 IN.
 SA2004'
 SA2004'REFERENCE MARK 1 IS A U.S. ENGINEERS DISK, STAMPED BARREN 1941
 SA2004'NO 1, BRAZED TO THE TOP OF A 3-IN. IRON PIPE PROJECTING 6 IN.
 SA2004'
 SA2004'REFERENCE MARK 2 IS A U.S. ENGINEERS DISK, STAMPED BARREN 1941
 SA2004'NO 2, BRAZED TO THE TOP OF A 3-IN. IRON PIPE PROJECTING 6 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2262 ***********************************************************************
 TR2262  DESIGNATION -  BARREN RESET
 TR2262  PID         -  TR2262
 TR2262  STATE/COUNTY-  WA/SAN JUAN
 TR2262  USGS QUAD   -  ROCHE HARBOR (1994)
 TR2262
 TR2262                         *CURRENT SURVEY CONTROL
 TR2262  ___________________________________________________________________
 TR2262* NAD 83(1991)-  48 37 21.30599(N)    123 09 38.22998(W)     ADJUSTED  
 TR2262* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2262  ___________________________________________________________________
 TR2262  LAPLACE CORR-          -9.11  (seconds)                    DEFLEC99
 TR2262  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 TR2262
 TR2262  HORZ ORDER  -  THIRD
 TR2262
 TR2262.The horizontal coordinates were established by classical geodetic methods
 TR2262.and adjusted by the National Geodetic Survey in December 1991..
 TR2262
 TR2262.The orthometric height was scaled from a topographic map.
 TR2262
 TR2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2262
 TR2262.The geoid height was determined by GEOID03.
 TR2262
 TR2262;                    North         East     Units Scale Factor Converg.
 TR2262;SPC WA N     -   183,002.000   328,454.763   MT  0.99998106   -1 43 57.8
 TR2262;SPC WA N     -   600,399.06  1,077,605.33   sFT  0.99998106   -1 43 57.8
 TR2262;UTM  10      - 5,385,514.176   488,163.383   MT  0.99960172   -0 07 13.9
 TR2262
 TR2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2262!SPC WA N     -   1.00000297  x   0.99998106  =   0.99998403
 TR2262!UTM  10      -   1.00000297  x   0.99960172  =   0.99960468
 TR2262
 TR2262|---------------------------------------------------------------------|
 TR2262| PID    Reference Object                     Distance      Geod. Az  |
 TR2262|                                                           dddmmss.s |
 TR2262| CF7544 BARREN RM 2                           4.860 METERS 15210     |
 TR2262| TR2254 BATTLESHIP                          APPROX. 1.9 KM 2765928.4 |
 TR2262| CF7543 BARREN RM 1                           8.198 METERS 29431     |
 TR2262|---------------------------------------------------------------------|
 TR2262
 TR2262                          SUPERSEDED SURVEY CONTROL
 TR2262
 TR2262  NAD 83(1986)-  48 37 21.30623(N)    123 09 38.22979(W) AD(       ) 3
 TR2262  NAD 27      -  48 37 21.94900(N)    123 09 33.54200(W) AD(       ) 3
 TR2262
 TR2262.Superseded values are not recommended for survey control.
 TR2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2262.See file dsdata.txt to determine how the superseded data were derived.
 TR2262
 TR2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8816385514(NAD 83)
 TR2262_MARKER: H = DRILL HOLE
 TR2262_SETTING: 66 = SET IN ROCK OUTCROP
 TR2262
 TR2262  HISTORY     - Date     Condition        Report By
 TR2262  HISTORY     - 1894     MONUMENTED       CGS
 TR2262  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR2262  HISTORY     - 1950     GOOD             CGS
 TR2262  HISTORY     - 1954     GOOD             CGS
 TR2262  HISTORY     - 1959     GOOD             CGS
 TR2262  HISTORY     - 19950610 GOOD             USPSQD
 TR2262
 TR2262                          STATION DESCRIPTION
 TR2262
 TR2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2262'STATION IS ON THE HIGHEST POINT OF THE SMALL BARE ISLAND OFF THE E
 TR2262'ENTRANCE TO ROCHE HARBOR.
 TR2262'
 TR2262'CENTER IS A 5/8-BY 2-INCH DRILL HOLE IN TOP OF PROJECTING ROCK AT
 TR2262'HIGHEST POINT WHICH IS SUFFICIENT DIRECTION.
 TR2262
 TR2262                          STATION RECOVERY (1942)
 TR2262
 TR2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2262'STATION WAS RECOVERED AS DESCRIBED.  A BRONZE DISK WAS SET IN DRILL
 TR2262'HOLE AND TWO REFERENCE MARKS WERE SET.
 TR2262'
 TR2262'STATION IS LOCATED ON BARREN ISLAND, A SMALL BARE ISLAND OFF THE NE
 TR2262'ENTRANCE TO ROCHE HARBOR ABOUT 35 FEET ELEVATION.  STATION IS SET
 TR2262'IN DRILL HOLE OF ORIGINAL STATION ON TOP OF A PROJECTING ROCK IN THE
 TR2262'CENTER OF THE HIGHEST KNOLL ON THE ISLAND.
 TR2262'
 TR2262'REFERENCE MARK NO.1 WAS SET ON W EDGE OF KNOLL AT ABOUT SAME
 TR2262'ELEVATION AS STATION 26.9 FEET W FROM STATION.
 TR2262'
 TR2262'REFERENCE MARK NO.2 WAS SET ON EDGE OF ROCK KNOLL 16.0 FEET SE OF
 TR2262'STATION.
 TR2262
 TR2262                          STATION RECOVERY (1950)
 TR2262
 TR2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2262'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2262'CONDITION.
 TR2262'
 TR2262'ON BARREN ISLAND, A SMALL ROCKY TREELESS ISLAND N OF PEARL ISLAND,
 TR2262'AND ON THE W SIDE OF THE E ENTRANCE CHANNEL TO ROCHE HARBOR, ABOUT 35
 TR2262'FEET ABOVE HIGH WATER, AND ON THE HIGHEST PART OF THE ISLAND.
 TR2262'STATION IS A BRONZE STATION DISK STAMPED BARREN 1894 1942 SET IN A
 TR2262'DRILL HOLE IN OUTCROPPING ROCK.
 TR2262'
 TR2262'R.M. 1 IS WNW OF THE STATION, ON THE SAME KNOLL, AND IS A BRONZE
 TR2262'REFERENCE DISK STAMPED BARREN 1894 1942 NO 1 SET IN A DRILL HOLE IN
 TR2262'THE ROCK.
 TR2262'
 TR2262'R.M. 2 IS SSE OF THE STATION, ON THE EDGE OF THE KNOLL.  IT IS A
 TR2262'BRONZE REFERENCE DISK STAMPED BARREN 1894 1942 NO 2 SET IN A DRILL
 TR2262'HOLE IN THE ROCK.
 TR2262'
 TR2262'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2262
 TR2262                          STATION RECOVERY (1954)
 TR2262
 TR2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2262'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 TR2262'GOOD CONDITION.  DESCRIPTION IS ADEQUATE.  NO DISTANCES OR DIRECTIONS
 TR2262'WERE MEASURED AS STATION WAS NOT OCCUPIED FOR TRIANGULATION.
 TR2262
 TR2262                          STATION RECOVERY (1959)
 TR2262
 TR2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJT)
 TR2262'STATION MARK AND TWO REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 TR2262'INDICATED.
 TR2262'
 TR2262'ON BARREN ISLAND, A SMALL ROCKY TREELESS ISLAND N OF PEARL ISLAND,
 TR2262'AND ON THE W SIDE OF THE E ENTRANCE TO ROCHE HARBOR, ABOUT 35 FT.
 TR2262'ABOVE HIGH WATER, AND ON THE HIGHEST PART OF THE ISLAND.  STATION
 TR2262'IS A BRONZE STATION DISK, STAMPED BARREN 1894 1942 SET IN A DRILL
 TR2262'HOLE IN OUTCROPPING ROCK.
 TR2262'
 TR2262'REFERENCE MARK 1 IS W-NW OF THE STATION, ON THE SAME KNOLL, AND IS A
 TR2262'BRONZE REFERENCE DISK, STAMPED BARREN 1894 1942 NO 1 AND SET IN A
 TR2262'DRILL HOLE IN THE ROCK.
 TR2262'
 TR2262'REFERENCE MARK 2 IS S-SE OF THE STATION, ON THE EDGE OF THE KNOLL.
 TR2262'IT IS A BRONZE REFERENCE DISK, STAMPED BARREN 1894 1942 NO 2 AND SET
 TR2262'IN A DRILL HOLE IN THE ROCK.
 TR2262'
 TR2262'THE DISTANCE TO THE REFERENCE MARKS WAS VERIFIED.
 TR2262
 TR2262                          STATION RECOVERY (1995)
 TR2262
 TR2262'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR2262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2180 ***********************************************************************
 SA2180  DESIGNATION -  BARRICADE
 SA2180  PID         -  SA2180
 SA2180  STATE/COUNTY-  WA/FRANKLIN
 SA2180  USGS QUAD   -  SAVAGE ISLAND (1986)
 SA2180
 SA2180                         *CURRENT SURVEY CONTROL
 SA2180  ___________________________________________________________________
 SA2180* NAD 83(1991)-  46 31 24.39556(N)    119 15 39.33203(W)     ADJUSTED  
 SA2180* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 SA2180  ___________________________________________________________________
 SA2180  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 SA2180  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SA2180
 SA2180  HORZ ORDER  -  SECOND
 SA2180
 SA2180.The horizontal coordinates were established by classical geodetic methods
 SA2180.and adjusted by the National Geodetic Survey in December 1991..
 SA2180
 SA2180.The orthometric height was scaled from a topographic map.
 SA2180
 SA2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2180
 SA2180.The geoid height was determined by GEOID03.
 SA2180
 SA2180;                    North         East     Units Scale Factor Converg.
 SA2180;SPC WA S     -   133,026.963   595,061.705   MT  0.99991517   +0 54 00.2
 SA2180;SPC WA S     -   436,439.29  1,952,298.28   sFT  0.99991517   +0 54 00.2
 SA2180;UTM  11      - 5,154,691.684   326,591.825   MT  0.99996963   -1 38 27.8
 SA2180
 SA2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2180!SPC WA S     -   0.99998175  x   0.99991517  =   0.99989692
 SA2180!UTM  11      -   0.99998175  x   0.99996963  =   0.99995138
 SA2180
 SA2180:                Primary Azimuth Mark                     Grid Az
 SA2180:SPC WA S     -  WEBBER                                   163 17 54.1
 SA2180:UTM  11      -  WEBBER                                   165 50 22.1
 SA2180
 SA2180|---------------------------------------------------------------------|
 SA2180| PID    Reference Object                     Distance      Geod. Az  |
 SA2180|                                                           dddmmss.s |
 SA2180| SA2187 WEBBER                              APPROX. 1.6 KM 1641154.3 |
 SA2180|---------------------------------------------------------------------|
 SA2180
 SA2180                          SUPERSEDED SURVEY CONTROL
 SA2180
 SA2180  NAD 83(1986)-  46 31 24.40466(N)    119 15 39.32156(W) AD(       ) 2
 SA2180  NAD 27      -  46 31 24.91300(N)    119 15 35.25900(W) AD(       ) 2
 SA2180
 SA2180.Superseded values are not recommended for survey control.
 SA2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2180.See file dsdata.txt to determine how the superseded data were derived.
 SA2180
 SA2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2659254692(NAD 83)
 SA2180_MARKER: Z = SEE DESCRIPTION
 SA2180_SETTING: 0 = UNSPECIFIED SETTING
 SA2180_STAMPING: BARRICADE 1949
 SA2180_MARK LOGO: USE   
 SA2180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2180
 SA2180  HISTORY     - Date     Condition        Report By
 SA2180  HISTORY     - 1949     MONUMENTED       USE
 SA2180  HISTORY     - 20050118 MARK NOT FOUND   BOR
 SA2180
 SA2180                          STATION DESCRIPTION
 SA2180
 SA2180'DESCRIBED BY US ENGINEERS 1949 (WRG)
 SA2180'BEGIN AT INTERSECTION OF NORTH FOURTH AVENUE AND WEST LEWIS
 SA2180'STREET.  GO NORTH ALONG FOURTH AVENUE 0.8 MILES.  TURN LEFT, GO
 SA2180'WEST 4.1 MILES.  TURN RIGHT, GO NORTHERLY 9.9 MILES TO
 SA2180'INTERSECTION.  TURN LEFT GO 10.25 MILES TO INTERSECTION.  TURN
 SA2180'LEFT, GO 0.75 MILES TO STATION.
 SA2180'
 SA2180'STATION LOCATED ABOUT 15 FEET WEST FROM ROAD.  ABOUT 6 FEET SOUTH
 SA2180'FROM BARRICADE FENCE ACROSS ROAD.  BRONZE DISC SET IN CONCRETE
 SA2180'MONUMENT, STAMPED BARRICADE 1949.
 SA2180
 SA2180                          STATION RECOVERY (2005)
 SA2180
 SA2180'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2005
 SA2180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1134 ***********************************************************************
 SB1134  DESIGNATION -  BARRIER
 SB1134  PID         -  SB1134
 SB1134  STATE/COUNTY-  WA/PIERCE
 SB1134  USGS QUAD   -  WHITE RIVER PARK (1971)
 SB1134
 SB1134                         *CURRENT SURVEY CONTROL
 SB1134  ___________________________________________________________________
 SB1134* NAD 83(1991)-  46 52 34.82320(N)    121 34 19.87047(W)     ADJUSTED  
 SB1134* NAVD 88     -      2002.5    (meters)    6570.     (feet)  VERTCON   
 SB1134  ___________________________________________________________________
 SB1134  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 SB1134  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 SB1134
 SB1134  HORZ ORDER  -  THIRD
 SB1134
 SB1134.The horizontal coordinates were established by classical geodetic methods
 SB1134.and adjusted by the National Geodetic Survey in December 1991..
 SB1134
 SB1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1134
 SB1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1134
 SB1134.The geoid height was determined by GEOID03.
 SB1134
 SB1134;                    North         East     Units Scale Factor Converg.
 SB1134;SPC WA S     -   172,062.283   418,274.293   MT  0.99992750   -0 46 43.8
 SB1134;SPC WA S     -   564,507.67  1,372,288.24   sFT  0.99992750   -0 46 43.8
 SB1134;UTM  10      - 5,192,411.908   608,799.838   MT  0.99974549   +1 02 32.0
 SB1134
 SB1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1134!SPC WA S     -   0.99968918  x   0.99992750  =   0.99961670
 SB1134!UTM  10      -   0.99968918  x   0.99974549  =   0.99943475
 SB1134
 SB1134:                Primary Azimuth Mark                     Grid Az
 SB1134:SPC WA S     -  FREMONT LO                               309 52 52.0
 SB1134:UTM  10      -  FREMONT LO                               308 03 36.2
 SB1134
 SB1134|---------------------------------------------------------------------|
 SB1134| PID    Reference Object                     Distance      Geod. Az  |
 SB1134|                                                           dddmmss.s |
 SB1134| SB1143 FREMONT LO                          APPROX.10.1 KM 3090608.2 |
 SB1134|---------------------------------------------------------------------|
 SB1134
 SB1134                          SUPERSEDED SURVEY CONTROL
 SB1134
 SB1134  NAD 83(1986)-  46 52 34.83252(N)    121 34 19.88452(W) AD(       ) 3
 SB1134  NGVD 29 (11/26/90) 2001.3    (m)         6566.     (f) VERT ANG       
 SB1134
 SB1134.Superseded values are not recommended for survey control.
 SB1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1134.See file dsdata.txt to determine how the superseded data were derived.
 SB1134
 SB1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS0880092412(NAD 83)
 SB1134_MARKER: DS = TRIANGULATION STATION DISK
 SB1134_SETTING: 80 = SET IN A BOULDER
 SB1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1134+STABILITY: SURFACE MOTION
 SB1134
 SB1134  HISTORY     - Date     Condition        Report By
 SB1134  HISTORY     - 1971     MONUMENTED       USGS
 SB1134
 SB1134                          STATION DESCRIPTION
 SB1134
 SB1134'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 SB1134'LOCATED ABOUT 4.3 MI SE. OF SUNRISE LODGE, 3.3 MI W. OF NACHES
 SB1134'PEAK, 1.2 MI N. OF BARRIER PEAK.  ON N.-S. RIDGE CALLED GOVERNORS
 SB1134'RIDGE, ON NORTH END OF SMALL TIMBERED TOP.
 SB1134'
 SB1134'REACHED BY HELICOPTER.
 SB1134'
 SB1134'STATION MARK--STANDARD TABLET STAMPED---BARRIER---, IN ROCK LEVEL
 SB1134'WITH GROUND.
 SB1134'
 SB1134'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0475 ***********************************************************************
 TQ0475  DESIGNATION -  BARRON ET
 TQ0475  PID         -  TQ0475
 TQ0475  STATE/COUNTY-  WA/WHATCOM
 TQ0475  USGS QUAD   -  SLATE PEAK (1963)
 TQ0475
 TQ0475                         *CURRENT SURVEY CONTROL
 TQ0475  ___________________________________________________________________
 TQ0475* NAD 83(1991)-  48 44 45.70561(N)    120 44 21.05251(W)     ADJUSTED  
 TQ0475* NAVD 88     -      2064.8    (meters)    6774.     (feet)  VERTCON   
 TQ0475  ___________________________________________________________________
 TQ0475  LAPLACE CORR-          10.96  (seconds)                    DEFLEC99
 TQ0475  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TQ0475
 TQ0475  HORZ ORDER  -  SECOND
 TQ0475
 TQ0475.The horizontal coordinates were established by classical geodetic methods
 TQ0475.and adjusted by the National Geodetic Survey in December 1991..
 TQ0475
 TQ0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0475
 TQ0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0475
 TQ0475.The geoid height was determined by GEOID03.
 TQ0475
 TQ0475;                    North         East     Units Scale Factor Converg.
 TQ0475;SPC WA N     -   194,139.481   506,924.251   MT  1.00000241   +0 04 12.4
 TQ0475;SPC WA N     -   636,939.28  1,663,133.98   sFT  1.00000241   +0 04 12.4
 TQ0475;UTM  10      - 5,401,689.376   666,195.537   MT  0.99993935   +1 42 00.2
 TQ0475
 TQ0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0475!SPC WA N     -   0.99967911  x   1.00000241  =   0.99968152
 TQ0475!UTM  10      -   0.99967911  x   0.99993935  =   0.99961848
 TQ0475
 TQ0475|---------------------------------------------------------------------|
 TQ0475| PID    Reference Object                     Distance      Geod. Az  |
 TQ0475|                                                           dddmmss.s |
 TQ0475| CF1902 BARRON ET RM 1                                     14639     |
 TQ0475| CF1903 BARRON ET RM 2                                     29900     |
 TQ0475|---------------------------------------------------------------------|
 TQ0475
 TQ0475                          SUPERSEDED SURVEY CONTROL
 TQ0475
 TQ0475  NAD 83(1986)-  48 44 45.70739(N)    120 44 21.04978(W) AD(       ) 2
 TQ0475  NAD 27      -  48 44 46.22159(N)    120 44 16.65501(W) AD(       ) 2
 TQ0475  NGVD 29 (07/19/86) 2063.5    (m)         6770.     (f) VERT ANG       
 TQ0475
 TQ0475.Superseded values are not recommended for survey control.
 TQ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0475.See file dsdata.txt to determine how the superseded data were derived.
 TQ0475
 TQ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV6619601689(NAD 83)
 TQ0475_MARKER: DD = SURVEY DISK
 TQ0475_SETTING: 80 = SET IN A BOULDER
 TQ0475_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TQ0475
 TQ0475  HISTORY     - Date     Condition        Report By
 TQ0475  HISTORY     - 1962     MONUMENTED       USGS
 TQ0475
 TQ0475                          STATION DESCRIPTION
 TQ0475
 TQ0475'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JML)
 TQ0475'LOCATED ABOUT 20 MI. (AIRLINE) NW. OF MAZAMA.  4 MI. NNE. OF MT.
 TQ0475'BALLARD.  2.75 MI. W. OF SLATE PEAK LOOKOUT TOWER.  1 MI. W. OF THE
 TQ0475'ABANDONED TOWN OF BARRON.  THE STATION IS ON THE PROMINENT TOP
 TQ0475'DIRECTLY N. OF THE CONFLUENCE OF THE S. FORK OF SLATE CREEK.  THE
 TQ0475'TOP IS THE MOST SOUTHERLY TOP ON THE RIDGE LINE GOING SW. FROM
 TQ0475'TAMARACK PEAK.
 TQ0475'
 TQ0475'REACHED BY HELICOPTER.
 TQ0475'
 TQ0475'TO REACH FROM MAZAMA, PROCEED NW. UP RD. ALONG NE. SIDE OF
 TQ0475'METHOW RIVER 10 MI. TO RATTLESNAKE 10 MI. TO RATTLESNAKE CREEK.  GO
 TQ0475'N. UP RATTLESNAKE CREEK RD. OVER HARTS PASS 9 MI. TO ABANDONED TOWN
 TQ0475'OF BARRON.  PACK UP OLD RD. GOING N. TO WINDY PASS 1.5 MI.  PACK
 TQ0475'W. TO TOP OF RIDGE WHICH RUNS IN A GENERAL SW. NE. DIRECTION FROM
 TQ0475'WINDY PASS.  FOLLOW RIDGE SW.  AND S. ABOUT 2 MI. TO LAST TOP
 TQ0475'AND STATION.
 TQ0475'
 TQ0475'STATION MARK--A STANDARD TABLET STAMPED BARRON ET 1962 SET IN
 TQ0475'BOULDER IN PLACE.
 TQ0475'
 TQ0475'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED NO 1 1962 SET IN ROCK
 TQ0475'OUTCROP, AND 7.3 FT. LOWER TNA STATION MARK.
 TQ0475'
 TQ0475'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED NO 2 1962 SET IN
 TQ0475'BOULDER IN PLACE, 6.6 FT. LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0929 ***********************************************************************
 TP0929  DESIGNATION -  BARSTOW
 TP0929  PID         -  TP0929
 TP0929  STATE/COUNTY-  WA/STEVENS
 TP0929  USGS QUAD   -  ORIENT (1992)
 TP0929
 TP0929                         *CURRENT SURVEY CONTROL
 TP0929  ___________________________________________________________________
 TP0929* NAD 83(1991)-  48 47 36.80517(N)    118 08 34.65993(W)     ADJUSTED  
 TP0929* NAVD 88     -       652.6    (meters)    2141.     (feet)  VERTCON   
 TP0929  ___________________________________________________________________
 TP0929  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 TP0929  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TP0929
 TP0929  HORZ ORDER  -  SECOND
 TP0929
 TP0929.The horizontal coordinates were established by classical geodetic methods
 TP0929.and adjusted by the National Geodetic Survey in December 1991..
 TP0929
 TP0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0929
 TP0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0929
 TP0929.The geoid height was determined by GEOID03.
 TP0929
 TP0929;                    North         East     Units Scale Factor Converg.
 TP0929;SPC WA N     -   202,875.558   697,633.760   MT  1.00001188   +2 00 10.9
 TP0929;SPC WA N     -   665,600.89  2,288,820.09   sFT  1.00001188   +2 00 10.9
 TP0929;UTM  11      - 5,405,136.855   416,056.709   MT  0.99968657   -0 51 35.8
 TP0929
 TP0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0929!SPC WA N     -   0.99990041  x   1.00001188  =   0.99991229
 TP0929!UTM  11      -   0.99990041  x   0.99968657  =   0.99958701
 TP0929
 TP0929:                Primary Azimuth Mark                     Grid Az
 TP0929:SPC WA N     -  JUMBO                                    027 54 17.9
 TP0929:UTM  11      -  JUMBO                                    030 46 04.6
 TP0929
 TP0929|---------------------------------------------------------------------|
 TP0929| PID    Reference Object                     Distance      Geod. Az  |
 TP0929|                                                           dddmmss.s |
 TP0929| TP0914 JUMBO                               APPROX. 4.1 KM 0295428.8 |
 TP0929| TP0924 RC CHURCH SPIRE                     APPROX. 2.4 KM 0802220.6 |
 TP0929| CF1904 BARSTOW RM 1                          6.367 METERS 17539     |
 TP0929| TP0928 ANDERSON IS                         APPROX. 2.1 KM 2274725.4 |
 TP0929|---------------------------------------------------------------------|
 TP0929
 TP0929                          SUPERSEDED SURVEY CONTROL
 TP0929
 TP0929  NAD 83(1986)-  48 47 36.80652(N)    118 08 34.65760(W) AD(       ) 2
 TP0929  NAD 27      -  48 47 37.14500(N)    118 08 30.67700(W) AD(       ) 2
 TP0929  NGVD 29 (07/19/86)  651.4    (m)         2137.     (f) VERT ANG       
 TP0929
 TP0929.Superseded values are not recommended for survey control.
 TP0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0929.See file dsdata.txt to determine how the superseded data were derived.
 TP0929
 TP0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ1605705137(NAD 83)
 TP0929_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0929_SETTING: 66 = SET IN ROCK OUTCROP
 TP0929_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0929
 TP0929  HISTORY     - Date     Condition        Report By
 TP0929  HISTORY     - 1936     MONUMENTED       BOR
 TP0929  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0929
 TP0929                          STATION DESCRIPTION
 TP0929
 TP0929'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0929'LOCATED IN NW 1/4 SEC. 17, T. 38 N., R. 37 E. WM, ON SE CORNER OF
 TP0929'TOP OF HIGH ROCK HILL WHICH LIES BETWEEN TOULOU CREEK AND THE
 TP0929'KETTLE RIVER, ABOUT 1-1/2 MILES N OF BARSTOW SERVICE STATION AT
 TP0929'BARSTOW.
 TP0929'
 TP0929'TO REACH FROM STANDARD OIL STATION AT BARSTOW, TURN RIGHT OFF
 TP0929'U.S. HIGHWAY 395 AND CONTINUE E ACROSS BARSTOW BRIDGE.  AT 0.9
 TP0929'TAKE LEFT FORK.  AT 1.20 TAKE RIGHT FORK (MAIN ROAD).  AT 2.3
 TP0929'ROAD JUNCTION (A. BAXTER MAIL BOX), KEEP STRAIGHT AHEAD.  AT 3.6
 TP0929'(V.R. BARTON AND E.L. SHARP MAIL BOXES) TAKE LEFT FORK DOWN DRAW
 TP0929'AND FOLLOW BEST ROAD.  4.4 MILES THROUGH GATE AND FOLLOW ROAD
 TP0929'AROUND HILL BELOW HOUSE.  4.5 TURN LEFT THROUGH POLE GATE AND S
 TP0929'THROUGH LANE.  4.65 THROUGH POLE GATE.  4.75 TURN LEFT THROUGH
 TP0929'GATE AND FOLLOW ALONG EDGE OF FIELD.  5.1 THROUGH GATE.  5.2
 TP0929'TAKE LEFT FORK ALONG FENCE.  5.3 TAKE LEFT FORK ON OLD
 TP0929'LOGGING ROAD.  5.4 LEAVE CAR AND PROCEED ON FOOT 1/2 MILE TO
 TP0929'TOP OF HILL AND STATION.
 TP0929'
 TP0929'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 TP0929'RESPECTIVELY.
 TP0929'
 TP0929'HEIGHT OF STAND ABOVE STATION MARK 1.30 METERS.
 TP0929
 TP0929                          STATION RECOVERY (1947)
 TP0929
 TP0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0929'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 TP0929'AS DESCRIBED BY THE U.S.B.R.  SINCE THE ORIGINAL DESCRIPTION IS
 TP0929'INADEQUATE A NEW DESCRIPTION FOLLOWS--
 TP0929'
 TP0929'STATION IS LOCATED ABOUT 5.5 MILES N OF BOYDS AND 1.5 MILES N OF
 TP0929'BARSTOW, IN THE NW 1/4 SEC. 17, T. 38 N., R. 37 E. WM.  IT IS
 TP0929'ON THE SE CORNER OF A HIGH ROCK HILL WHICH LIES BETWEEN TOULOU
 TP0929'CREEK AND THE KETTLE RIVER, AND NEAR THE EDGE OF A PRECIPITOUS
 TP0929'DROP ON THE SE SIDE OF THE SUMMIT OF THE HILL.
 TP0929'
 TP0929'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK STAMPED
 TP0929'BARSTOW 1936 AND IS SET ACCORDING TO NOTE 3.  A 4-FOOT WOODEN STAND
 TP0929'IS ERECTED OVER THE STATION.
 TP0929'
 TP0929'R.M. 1 IS A CHISELED CROSS INSIDE A TRIANGLE IN OUTCROPPING
 TP0929'BEDROCK.  IT IS S OF THE STATION.
 TP0929'
 TP0929'TO REACH THE STATION FROM BOYDS POST OFFICE, GO N ALONG
 TP0929'U.S. HIGHWAY 395 FOR 4.35 MILES, TURN RIGHT (ANDERSON SERVICE
 TP0929'STATION ON RIGHT) AND GO 0.05 MILE ON GRAVEL ROAD, TURN LEFT AND GO
 TP0929'0.95 MILE (E END OF BARSTOW BRIDGE), TURN LEFT AND STAYING ON THIS
 TP0929'MAIN GRAVEL ROAD PROCEED UPHILL FOR 1.35 MILES TO ROAD RIGHT AND
 TP0929'SIGN KELLEY HILL, CONTINUE STRAIGHT AHEAD (N) AND GO 1.05 MILES,
 TP0929'TURN LEFT ON DIRT ROAD AND GO 0.25 MILE, TURN LEFT (A SIGN
 TP0929'READS SHARP RANCH) AND GO 0.1 MILE, TURN SHARP LEFT AND GO 0.1
 TP0929'MILE, CONTINUE STRAIGHT AHEAD FOR 0.05 MILE AND CROSS SMALL
 TP0929'BRIDGE, PROCEED FOR 0.6 MILE AND ARRIVE AT RANCH, PASS
 TP0929'THROUGH SEVERAL GATES AND HEAD S ABOUT 0.8 MILE S OF THE RANCH BY
 TP0929'DRIVING ACROSS THE FIELDS (BY-PASSING A WOODED HILL ON THE W
 TP0929'SIDE OF THE FIELD AT 0.4) TO THE BASE OF A HIGH ROUNDED HILL.
 TP0929'PACK UP THE N RIDGE TO THE SE SIDE OF THE SUMMIT AND THE STATION
 TP0929'OVERLOOKING THE KETTLE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0930 ***********************************************************************
 TP0930  DESIGNATION -  BARSTOW NORTH BASE
 TP0930  PID         -  TP0930
 TP0930  STATE/COUNTY-  WA/FERRY
 TP0930  USGS QUAD   -  ORIENT (1992)
 TP0930
 TP0930                         *CURRENT SURVEY CONTROL
 TP0930  ___________________________________________________________________
 TP0930* NAD 83(1991)-  48 46 28.81290(N)    118 08 07.01579(W)     ADJUSTED  
 TP0930* NAVD 88     -       402.1    (meters)    1319.     (feet)  VERTCON   
 TP0930  ___________________________________________________________________
 TP0930  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 TP0930  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 TP0930
 TP0930  HORZ ORDER  -  SECOND
 TP0930
 TP0930.The horizontal coordinates were established by classical geodetic methods
 TP0930.and adjusted by the National Geodetic Survey in December 1991..
 TP0930
 TP0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0930
 TP0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0930
 TP0930.The geoid height was determined by GEOID03.
 TP0930
 TP0930;                    North         East     Units Scale Factor Converg.
 TP0930;SPC WA N     -   200,796.266   698,271.242   MT  1.00000804   +2 00 31.5
 TP0930;SPC WA N     -   658,779.08  2,290,911.57   sFT  1.00000804   +2 00 31.5
 TP0930;UTM  11      - 5,403,029.002   416,589.372   MT  0.99968547   -0 51 14.1
 TP0930
 TP0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0930!SPC WA N     -   0.99993967  x   1.00000804  =   0.99994771
 TP0930!UTM  11      -   0.99993967  x   0.99968547  =   0.99962516
 TP0930
 TP0930:                Primary Azimuth Mark                     Grid Az
 TP0930:SPC WA N     -  ARNOLD                                   121 02 39.3
 TP0930:UTM  11      -  ARNOLD                                   123 54 24.9
 TP0930
 TP0930|---------------------------------------------------------------------|
 TP0930| PID    Reference Object                     Distance      Geod. Az  |
 TP0930|                                                           dddmmss.s |
 TP0930| TP0921 ARNOLD                              APPROX. 2.0 KM 1230310.8 |
 TP0930| CF1906 BARSTOW NORTH BASE RM 2              55.827 METERS 20302     |
 TP0930| CF1905 BARSTOW NORTH BASE RM 1              46.927 METERS 29735     |
 TP0930|---------------------------------------------------------------------|
 TP0930
 TP0930                          SUPERSEDED SURVEY CONTROL
 TP0930
 TP0930  NAD 83(1986)-  48 46 28.81425(N)    118 08 07.01355(W) AD(       ) 2
 TP0930  NAD 27      -  48 46 29.15400(N)    118 08 03.03600(W) AD(       ) 2
 TP0930  NGVD 29 (07/19/86)  400.9    (m)         1315.     (f) VERT ANG       
 TP0930
 TP0930.Superseded values are not recommended for survey control.
 TP0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0930.See file dsdata.txt to determine how the superseded data were derived.
 TP0930
 TP0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ1658903029(NAD 83)
 TP0930_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0930
 TP0930  HISTORY     - Date     Condition        Report By
 TP0930  HISTORY     - 1936     MONUMENTED       BOR
 TP0930
 TP0930                          STATION DESCRIPTION
 TP0930
 TP0930'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0930'LOCATED IN THE SE 1/4 SEC. 20, T. 38 N., R. 37 E. WM, ABOUT 20
 TP0930'FEET W OF BANK OF KETTLE RIVER, IN FIELD E OF U.S. HIGHWAY 395,
 TP0930'WHERE HIGHWAY CROSSES FILL AND GOES THROUGH CUT TO UPPER BENCH AT
 TP0930'BARSTOW SERVICE STATION.  IT IS JUST S OF 8-FOOT RISE IN FIELD.
 TP0930'
 TP0930'STATION MARKER IS 18 INCHES UNDER SURFACE OF GROUND.
 TP0930'
 TP0930'REFERENCE MARKS ARE SET ON FENCE LINE AT TOE OF HIGHWAY FILL.
 TP0930'
 TP0930'STATION AND R.M.S 1 AND 2 ARE SET ACCORDING TO NOTES 1A, 11A, AND
 TP0930'11A, RESPECTIVELY.
 TP0930'
 TP0930'HEIGHT OF STAND ABOVE STATION MARK 6.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0931 ***********************************************************************
 TP0931  DESIGNATION -  BARSTOW SOUTH BASE
 TP0931  PID         -  TP0931
 TP0931  STATE/COUNTY-  WA/FERRY
 TP0931  USGS QUAD   -  ORIENT (1992)
 TP0931
 TP0931                         *CURRENT SURVEY CONTROL
 TP0931  ___________________________________________________________________
 TP0931* NAD 83(1991)-  48 45 31.51860(N)    118 08 05.83104(W)     ADJUSTED  
 TP0931* NAVD 88     -       396.0    (meters)    1299.     (feet)  VERTCON   
 TP0931  ___________________________________________________________________
 TP0931  LAPLACE CORR-          -6.94  (seconds)                    DEFLEC99
 TP0931  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 TP0931
 TP0931  HORZ ORDER  -  SECOND
 TP0931
 TP0931.The horizontal coordinates were established by classical geodetic methods
 TP0931.and adjusted by the National Geodetic Survey in December 1991..
 TP0931
 TP0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0931
 TP0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0931
 TP0931.The geoid height was determined by GEOID03.
 TP0931
 TP0931;                    North         East     Units Scale Factor Converg.
 TP0931;SPC WA N     -   199,028.350   698,357.461   MT  1.00000488   +2 00 32.4
 TP0931;SPC WA N     -   652,978.84  2,291,194.44   sFT  1.00000488   +2 00 32.4
 TP0931;UTM  11      - 5,401,259.554   416,587.194   MT  0.99968548   -0 51 12.5
 TP0931
 TP0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0931!SPC WA N     -   0.99994063  x   1.00000488  =   0.99994551
 TP0931!UTM  11      -   0.99994063  x   0.99968548  =   0.99962613
 TP0931
 TP0931|---------------------------------------------------------------------|
 TP0931| PID    Reference Object                     Distance      Geod. Az  |
 TP0931|                                                           dddmmss.s |
 TP0931| CF1907 BARSTOW SOUTH BASE RM 1              19.065 METERS 06510     |
 TP0931|---------------------------------------------------------------------|
 TP0931
 TP0931                          SUPERSEDED SURVEY CONTROL
 TP0931
 TP0931  NAD 83(1986)-  48 45 31.51992(N)    118 08 05.82885(W) AD(       ) 2
 TP0931  NAD 27      -  48 45 31.86000(N)    118 08 01.85400(W) AD(       ) 2
 TP0931  NGVD 29 (07/19/86)  394.8    (m)         1295.     (f) VERT ANG       
 TP0931
 TP0931.Superseded values are not recommended for survey control.
 TP0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0931.See file dsdata.txt to determine how the superseded data were derived.
 TP0931
 TP0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ1658701260(NAD 83)
 TP0931_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0931
 TP0931  HISTORY     - Date     Condition        Report By
 TP0931  HISTORY     - 1936     MONUMENTED       BOR
 TP0931  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0931  HISTORY     - 1966     SEE DESCRIPTION  USGS
 TP0931
 TP0931                          STATION DESCRIPTION
 TP0931
 TP0931'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0931'LOCATED IN THE SE 1/4 SEC. 29, T. 38 N., R. 37 E. WM, BESIDE
 TP0931'U.S. HIGHWAY 395, ABOUT 180 FEET W OF KETTLE RIVER.
 TP0931'
 TP0931'TO REACH STATION FROM W END OF THE KETTLE FALLS BRIDGE ACROSS THE
 TP0931'COLUMBIA RIVER AT 0.0, DRIVE N ON U.S. HIGHWAY 395 TO 9.6
 TP0931'MILES.  STATION IS IN DRAINAGE DITCH ON RIGHT SIDE OF
 TP0931'HIGHWAY.  REFERENCE MARK IS SET IN OPEN AREA BETWEEN ROAD AND
 TP0931'KETTLE RIVER.
 TP0931'
 TP0931'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 11A,
 TP0931'RESPECTIVELY.
 TP0931'
 TP0931'HEIGHT OF STAND ABOVE STATION MARK 3.35 METERS.
 TP0931
 TP0931                          STATION RECOVERY (1947)
 TP0931
 TP0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0931'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 TP0931'CONDITION.  SINCE THE ORIGINAL DESCRIPTION IS INADEQUATE A NEW
 TP0931'DESCRIPTION FOLLOWS--
 TP0931'
 TP0931'STATION IS LOCATED ABOUT 2.5 MILES N AND S OF BOYDS AND BARSTOW,
 TP0931'RESPECTIVELY.  IN THE SE 1/4 SEC. 29, T. 38 N., R. 37 E., ON
 TP0931'THE E SIDE OF WHAT WAS FORMERLY U.S. HIGHWAY 395.  IT IS 120 FEET W
 TP0931'OF THE KETTLE RIVERBANK, 34.8 METERS ESE OF A LONE PINE IN A
 TP0931'SMALL CLEARING, 14.6 METERS NE OF THE S END OF A DITCH W OF THE
 TP0931'HIGHWAY, AND 6.2 METERS E OF THE CENTER LINE OF THE HIGHWAY.
 TP0931'
 TP0931'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK STAMPED
 TP0931'BARSTOW SOUTH BASE 1936, SET ACCORDING TO NOTE 1A IN A SHALLOW
 TP0931'DRAINAGE DITCH, AND PROJECTS 3 INCHES ABOVE THE GROUND.
 TP0931'
 TP0931'R.M. 1 IS E OF THE STATION, IN AN OPEN FIELD, STAMPED BARSTOW
 TP0931'SOUTH BASE NO 1, AND IS SET ACCORDING TO NOTE 11A.  IT PROJECTS 4
 TP0931'INCHES ABOVE THE GROUND.
 TP0931'
 TP0931'TO REACH STATION FROM BOYDS POST OFFICE, GO N ALONG U.S. HIGHWAY
 TP0931'395 FOR 4.35 MILES, TURN RIGHT (ANDERSON SERVICE STATION ON RIGHT)
 TP0931'AND BEARING E AND THEN S ALONG MACADAM ROAD (OLD HIGHWAY 395) ON
 TP0931'THE W SIDE OF THE KETTLE RIVER, GO 1.5 MILES TO THE STATION ON
 TP0931'LEFT.
 TP0931
 TP0931                          STATION RECOVERY (1966)
 TP0931
 TP0931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TP0931'STATION WAS SEARCHED FOR AND FOUND DESTROYED.  STATION MARK WAS
 TP0931'FOUND REMOVED FROM THE GROUND AND TIPPED OVER.  THE AREA IS
 TP0931'SUBJECTED TO FLOODING AND THE AREA AROUND THE MARK IS SWAMPY.
 TP0931'
 TP0931'THE REFERENCE MARK WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1242 ***********************************************************************
 SV1242  DESIGNATION -  BARTON
 SV1242  PID         -  SV1242
 SV1242  STATE/COUNTY-  WA/SPOKANE
 SV1242  USGS QUAD   -  DARTFORD (1986)
 SV1242
 SV1242                         *CURRENT SURVEY CONTROL
 SV1242  ___________________________________________________________________
 SV1242* NAD 83(1991)-  47 51 10.25007(N)    117 25 18.27760(W)     ADJUSTED  
 SV1242* NAVD 88     -       650.     (meters)    2133.     (feet)  SCALED    
 SV1242  ___________________________________________________________________
 SV1242  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 SV1242  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SV1242
 SV1242  HORZ ORDER  -  THIRD
 SV1242
 SV1242.The horizontal coordinates were established by classical geodetic methods
 SV1242.and adjusted by the National Geodetic Survey in December 1991..
 SV1242
 SV1242.The orthometric height was scaled from a topographic map.
 SV1242
 SV1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1242
 SV1242.The geoid height was determined by GEOID03.
 SV1242
 SV1242;                    North         East     Units Scale Factor Converg.
 SV1242;SPC WA N     -   100,479.090   755,218.598   MT  0.99995290   +2 32 24.0
 SV1242;SPC WA N     -   329,655.15  2,477,746.35   sFT  0.99995290   +2 32 24.0
 SV1242;UTM  11      - 5,300,031.108   468,450.477   MT  0.99961223   -0 18 45.7
 SV1242
 SV1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1242!SPC WA N     -   0.99990094  x   0.99995290  =   0.99985384
 SV1242!UTM  11      -   0.99990094  x   0.99961223  =   0.99951321
 SV1242
 SV1242|---------------------------------------------------------------------|
 SV1242| PID    Reference Object                     Distance      Geod. Az  |
 SV1242|                                                           dddmmss.s |
 SV1242| SV1243 BARTON 2 RESET                       14.586 METERS 11836     |
 SV1242| CF1909 BARTON RM 2                           7.782 METERS 14555     |
 SV1242| SV1204 SPOKANE MT ST MICHAELS SCH STK      APPROX.14.8 KM 1553939.9 |
 SV1242| SV1246 BARTON AZ MK                        APPROX. 0.6 KM 1812937.9 |
 SV1242| SV1247 BARTON 2 AZ MK                      APPROX. 0.6 KM 1824505.9 |
 SV1242| SV1248 DEER PARK ELEVATED TANK             APPROX.11.6 KM 3442610.5 |
 SV1242| CF1908 BARTON RM 1                           8.016 METERS 35628     |
 SV1242|---------------------------------------------------------------------|
 SV1242
 SV1242                          SUPERSEDED SURVEY CONTROL
 SV1242
 SV1242  NAD 83(1986)-  47 51 10.25646(N)    117 25 18.26873(W) AD(       ) 3
 SV1242  NAD 27      -  47 51 10.63690(N)    117 25 14.49210(W) AD(       ) 3
 SV1242
 SV1242.Superseded values are not recommended for survey control.
 SV1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1242.See file dsdata.txt to determine how the superseded data were derived.
 SV1242
 SV1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP6845000031(NAD 83)
 SV1242_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1242
 SV1242  HISTORY     - Date     Condition        Report By
 SV1242  HISTORY     - 1950     MONUMENTED       CGS
 SV1242  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SV1242
 SV1242                          STATION DESCRIPTION
 SV1242
 SV1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SV1242'THE STATION IS LOCATED ON THE EAST SIDE OF U.S. HIGHWAY 395, ABOUT 4
 SV1242'MILES AIRLINE NORTH OF DARTFORD, ABOUT 12 MILES AIRLINE NORTH OF
 SV1242'SPOKANE AND ABOUT 9 MILES AIRLINE SOUTH-SOUTHEAST OF DEER PARK.
 SV1242'
 SV1242'TO REACH THE STATION FROM THE BRIDGE IN THE MIDDLE OF BARTON, GO
 SV1242'NORTHWEST ON U.S. HIGHWAY 395 FOR 4.8 MILES TO A WHITE WITNESS POST
 SV1242'AND THE AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT AHEAD AND GO 0.4
 SV1242'MILE TO A WHITE WITNESS POST AND THE STATION ON THE RIGHT.
 SV1242'
 SV1242'THE STATION MARK IS A STANDARD DISK STAMPED BARTON 1950 SET IN THE
 SV1242'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 4 INCHES
 SV1242'ABOVE THE GROUND.  IT IS 8.8 FEET SOUTH OF A WHITE WITNESS POST,
 SV1242'28.0 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 395 AND ABOUT 200
 SV1242'YARDS NORTH OF THE POINT A HIGH TENSION POWER LINE CROSSES U.S.
 SV1242'HIGHWAY 395.
 SV1242'
 SV1242'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BARTON NO 1 1950
 SV1242'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 SV1242'ABOUT 5 INCHES ABOVE THE GROUND.  IT IS ABOUT 17 FEET NORTH OF A
 SV1242'WHITE WITNESS POST, ABOUT 27 FEET EAST OF THE CENTERLINE OF THE
 SV1242'HIGHWAY AND ABOUT THE SAME ELEVATION AS THE STATION.
 SV1242'
 SV1242'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BARTON NO 2 1950
 SV1242'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS ABOUT
 SV1242'FLUSH WITH THE GROUND.  IT IS ABOUT 41 FEET EAST OF THE CENTER LINE
 SV1242'OF THE HIGHWAY AND ABOUT 1 FOOT LOWER THAN THE STATION.
 SV1242'
 SV1242'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 395
 SV1242'AND IS A STANDARD DISK STAMPED BARTON 1950 SET IN THE TOP OF A
 SV1242'10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 6 INCHES ABOVE
 SV1242'THE GROUND.  IT IS 2.4 FEET NORTH OF A WHITE WITNESS POST AND 26.6
 SV1242'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 SV1242'
 SV1242'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 SV1242
 SV1242                          STATION RECOVERY (1955)
 SV1242
 SV1242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRF)
 SV1242'THE SURFACE-STATION MARK, REFERENCE MARKS NUMBER 1 AND NUMBER 2,
 SV1242'AND THE AZIMUTH MARK ESTABLISHED IN 1950 WERE DESTROYED IN
 SV1242'PREPARATION FOR WIDENING OF U.S. HIGHWAY 395.  STATION BARTON 2
 SV1242'1955, REFERENCE MARKS NUMBER 3 AND NUMBER 4, AND A NEW AZIMUTH MARK
 SV1242'WERE ESTABLISHED.  A NEW DESCRIPTION FOR STATION BARTON 2 1955 WAS
 SV1242'WRITTEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2153 ***********************************************************************
 TR2153  DESIGNATION -  BARTON 1858
 TR2153  PID         -  TR2153
 TR2153  STATE/COUNTY-  WA/WHATCOM
 TR2153  USGS QUAD   -  BIRCH POINT (1994)
 TR2153
 TR2153                         *CURRENT SURVEY CONTROL
 TR2153  ___________________________________________________________________
 TR2153* NAD 83(1991)-  48 55 55.14985(N)    122 47 32.86752(W)     ADJUSTED  
 TR2153* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 TR2153  ___________________________________________________________________
 TR2153  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 TR2153  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 TR2153
 TR2153  HORZ ORDER  -  THIRD
 TR2153
 TR2153.The horizontal coordinates were established by classical geodetic methods
 TR2153.and adjusted by the National Geodetic Survey in December 1991..
 TR2153
 TR2153.The orthometric height was scaled from a topographic map.
 TR2153
 TR2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2153
 TR2153.The geoid height was determined by GEOID03.
 TR2153
 TR2153;                    North         East     Units Scale Factor Converg.
 TR2153;SPC WA N     -   216,642.495   356,461.135   MT  1.00004343   -1 27 31.0
 TR2153;SPC WA N     -   710,767.92  1,169,489.57   sFT  1.00004343   -1 27 31.0
 TR2153;UTM  10      - 5,419,915.795   515,200.419   MT  0.99960284   +0 09 23.3
 TR2153
 TR2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2153!SPC WA N     -   1.00000316  x   1.00004343  =   1.00004659
 TR2153!UTM  10      -   1.00000316  x   0.99960284  =   0.99960600
 TR2153
 TR2153                          SUPERSEDED SURVEY CONTROL
 TR2153
 TR2153  NAD 83(1986)-  48 55 55.14967(N)    122 47 32.86889(W) AD(       ) 3
 TR2153  NAD 27      -  48 55 55.80000(N)    122 47 28.22000(W) AD(       ) 3
 TR2153
 TR2153.Superseded values are not recommended for survey control.
 TR2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2153.See file dsdata.txt to determine how the superseded data were derived.
 TR2153
 TR2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV1520019916(NAD 83)
 TR2153
 TR2153  HISTORY     - Date     Condition        Report By
 TR2153  HISTORY     - 1858     MONUMENTED       COASUR
 TR2153  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TR2153
 TR2153                          STATION DESCRIPTION
 TR2153
 TR2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 TR2153'STATION NOT RECOVERED.  A SEARCH WAS MADE FOR THIS STATION IN
 TR2153'THE AREA INDICATED BY THE DESCRIPTION BUT IT WAS NOT FOUND.  ALL
 TR2153'LARGE ROCKS IN THE AREA WERE EXAMINED BUT NO DRILL HOLE WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1243 ***********************************************************************
 SV1243  DESIGNATION -  BARTON 2 RESET
 SV1243  PID         -  SV1243
 SV1243  STATE/COUNTY-  WA/SPOKANE
 SV1243  USGS QUAD   -  DARTFORD (1986)
 SV1243
 SV1243                         *CURRENT SURVEY CONTROL
 SV1243  ___________________________________________________________________
 SV1243* NAD 83(1991)-  47 51 10.02399(N)    117 25 17.66159(W)     ADJUSTED  
 SV1243* NAVD 88     -       657.0    (meters)    2156.     (feet)  VERTCON   
 SV1243  ___________________________________________________________________
 SV1243  X           -  -1,974,906.588 (meters)                     COMP
 SV1243  Y           -  -3,806,472.552 (meters)                     COMP
 SV1243  Z           -   4,706,381.589 (meters)                     COMP
 SV1243  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 SV1243  ELLIP HEIGHT-         638.90  (meters)          (07/28/92) GPS OBS
 SV1243  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SV1243
 SV1243  HORZ ORDER  -  THIRD
 SV1243  ELLP ORDER  -  FIFTH     CLASS I
 SV1243
 SV1243.The horizontal coordinates were established by classical geodetic methods
 SV1243.and adjusted by the National Geodetic Survey in December 1991..
 SV1243.No horizontal observational check was made to the station.
 SV1243
 SV1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1243
 SV1243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1243
 SV1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1243
 SV1243.The ellipsoidal height was determined by GPS observations
 SV1243.and is referenced to NAD 83.
 SV1243
 SV1243.The geoid height was determined by GEOID03.
 SV1243
 SV1243;                    North         East     Units Scale Factor Converg.
 SV1243;SPC WA N     -   100,472.682   755,231.700   MT  0.99995291   +2 32 24.5
 SV1243;SPC WA N     -   329,634.12  2,477,789.34   sFT  0.99995291   +2 32 24.5
 SV1243;UTM  11      - 5,300,024.059   468,463.239   MT  0.99961222   -0 18 45.2
 SV1243
 SV1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1243!SPC WA N     -   0.99989987  x   0.99995291  =   0.99985279
 SV1243!UTM  11      -   0.99989987  x   0.99961222  =   0.99951213
 SV1243
 SV1243|---------------------------------------------------------------------|
 SV1243| PID    Reference Object                     Distance      Geod. Az  |
 SV1243|                                                           dddmmss.s |
 SV1243| CF1911 BARTON 2 RM 4                         9.187 METERS 17803     |
 SV1243| SV1244 TS 32 36                            APPROX. 0.8 KM 1800249.6 |
 SV1243| SV1246 BARTON AZ MK                        APPROX. 0.6 KM 1825018.1 |
 SV1243| SV1247 BARTON 2 AZ MK                      APPROX. 0.6 KM 1840630.0 |
 SV1243| SV1245 BARTON 2 RM 5                         9.546 METERS 24631     |
 SV1243| SV1242 BARTON                               14.586 METERS 29836     |
 SV1243| CF1912 BARTON 2 RM 6                        14.986 METERS 32343     |
 SV1243| SV1248 DEER PARK ELEVATED TANK             APPROX.11.6 KM 3442304.8 |
 SV1243| CF1910 BARTON 2 RM 3                        11.095 METERS 35759     |
 SV1243|---------------------------------------------------------------------|
 SV1243
 SV1243                          SUPERSEDED SURVEY CONTROL
 SV1243
 SV1243  ELLIP H (12/09/91)  638.90   (m)                       GP(       ) 4 1
 SV1243  NAD 83(1986)-  47 51 10.03032(N)    117 25 17.65258(W) AD(       ) 3
 SV1243  NAD 27      -  47 51 10.41080(N)    117 25 13.87610(W) AD(       ) 3
 SV1243  NGVD 29 (07/12/88)  655.8    (m)         2152.     (f) GPS OBS        
 SV1243
 SV1243.Superseded values are not recommended for survey control.
 SV1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1243.See file dsdata.txt to determine how the superseded data were derived.
 SV1243
 SV1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP6846300024(NAD 83)
 SV1243_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1243+STABILITY: SURFACE MOTION
 SV1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1243+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SV1243
 SV1243  HISTORY     - Date     Condition        Report By
 SV1243  HISTORY     - 1979     MONUMENTED       NGS
 SV1243  HISTORY     - 1983     GOOD             USPSQD
 SV1243  HISTORY     - 1986     GOOD             NGS
 SV1243
 SV1243                          STATION DESCRIPTION
 SV1243
 SV1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SV1243'THE STATION MARK WAS FOUND LYING ON THE GROUND, REFERENCE MARK 3 AND
 SV1243'THE AZIMUTH MARK WERE NOT FOUND AND ARE ASSUMED DESTROYED BY FARMING
 SV1243'ACTIVITYS.  REFERENCE MARK 4 WAS FOUND TILTED OUT OF POSITION AND
 SV1243'BADLY CHIPPED BY FARM MACHINERY AND WAS DESTROYED AT THE REQUEST OF
 SV1243'THE PROPERTY OWNER.  THE UNDERGROUND DISK WAS RECOVERED AND LOWERED,
 SV1243'A NEW SURFACE DISK WAS SET 16 INCHES BELOW THE GROUND SURFACE.  2 NEW
 SV1243'REFERENCE MARKS NOS 5 AND 6 AND A NEW AZIMUTH MARK WERE ESTABLISHED
 SV1243'AT THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 SV1243'
 SV1243'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF THE CENTER OF SPOKANE,
 SV1243'9 MILES SOUTHEAST OF DEER PARK IN THE NE 1/4 OF SEC 7, T 27N, R 43E.
 SV1243'THE PROPERTY IS OWNED BY DON BARTON, ROUTE 1 BOX 102, COLBERT WA
 SV1243'99005 PHONE 509-466-8657.
 SV1243'
 SV1243'TO REACH THE STATION FROM THE INTERSECTION OF THIRD AVE AND DIVISION
 SV1243'ST IN SPOKANE 90 NORTH ON U.S. HIGHWAY 395, DIVISION ST, FOR 9.4
 SV1243'MILES TO THE BRIDGE OVER THE LITTLE SPOKANE RIVER.  CONTINUE NORTH ON
 SV1243'U.S. HIGHWAY 395 FOR 3.6 MILES TO A CROSS ROAD, FENDER ROAD.
 SV1243'CONTINUE NORTH ON U.S. HIGHWAY 395 FOR 0.5 MILE TO THE AZIMUTH MARK
 SV1243'ON THE RIGHT.  CONTINUE AHEAD NORTHERLY ON U.S. HIGHWAY 395 FOR 0.3
 SV1243'MILE TO A POWER LINE CROSSING.  CONTINUE NORTH ON U.S. HIGHWAY 395
 SV1243'FOR 0.2 MILE TO THE STATION ON THE RIGHT AT A FIELD ENTRANCE.
 SV1243'
 SV1243'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 SV1243'---BARTON 2 1955 1979---SET INTO THE TOP OF AN IRREGULAR MASS OF
 SV1243'CONCRETE RECESSED 41 CM (16 INCHES) BELOW THE GROUND LOCATED 21.0
 SV1243'METERS (69 FEET) E FROM THE CENTERLINE OF U.S. HIGHWAY 295, 15.8
 SV1243'METERS (52 FEET) SE FROM THE X CUT IN THE NORTH END OF THE CULVERT,
 SV1243'10.4 METERS (34 FEET) ENE FROM THE X CUT IN THE SOUTH END OF THE
 SV1243'CULVERT, AND 9.4 METERS (31 FEET) E FROM THE METAL WITNESS POST.
 SV1243'
 SV1243'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV1243'STAMPED---BARTON 2 1955 1979---SET INTO AN IRREGULAR MASS OF
 SV1243'CONCRETE 1.22 METERS (4.0 FEET) BELOW THE SURFACE.
 SV1243'
 SV1243'REFERENCE MARK NO. 5 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV1243'STAMPED---BARTON 2 1955 NO 5 1979---SET INTO THE TOP OF A ROUND
 SV1243'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 SV1243'LOCATED 12.2 METERS (40 FEET) E FROM THE CENTERLINE OF U.S. 395, 0.9
 SV1243'METER (3 FEET) S FROM A METAL WITNESS POST, 1.07 METERS (3.5 FEET) E
 SV1243'FROM A X CUT IN THE SOUTH END OF THE CULVERT, AND 0.3 METER (1 FOOT)
 SV1243'HIGHER THAN THE STATION.
 SV1243'
 SV1243'REFERENCE MARK NO. 6 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV1243'STAMPED---BARTON 2 1955 NO 6 1979---SET INTO THE TOP OF A ROUND
 SV1243'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 SV1243'LOCATED 12.2 METERS (40 FEET) E FROM THE CENTER OF U.S. 395, 15.2
 SV1243'METERS (50 FEET) E FROM AN X CUT IN THE NORTH END OF THE CULVERT, 0.9
 SV1243'METER (3 FEET) N FROM THE METAL WITNESS POST, 0.9 METER (3 FEET) N
 SV1243'FROM A 4 X 4 INCH CONCRETE POST, AND 0.3 METER (1 FOOT) HIGHER THAN
 SV1243'THE STATION.
 SV1243'
 SV1243'AZIMUTH MARK NO. 2 IS A STANDARD WASHINGTON STATE HIGHWAY DEPARTMENT
 SV1243'DISK STAMPED---TS 32-36---SET INTO THE TOP OF A SQUARE CONCRETE
 SV1243'MONUMENT 25 CM (10 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 17.7
 SV1243'METERS (58 FEET) E FROM THE CENTERLINE OF U.S. 395, 13.1 METERS
 SV1243'(43 FEET) SE FROM A X CUT IN THE SOUTH END OF A CULVERT, 7.3 METERS
 SV1243'(24 FEET) W FROM THE END OF THE FENCE, AND 1.5 METERS (5 FEET) W
 SV1243'FROM A METAL WITNESS POST.
 SV1243'
 SV1243'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON U.S. HIGHWAY
 SV1243'395 FOR 0.5 MILE TO THE MARK ON THE LEFT AT THE WEST END OF A FENCE.
 SV1243
 SV1243                          STATION RECOVERY (1983)
 SV1243
 SV1243'RECOVERY NOTE BY US POWER SQUADRON 1983 (DCM)
 SV1243'BARTON 2 1955 RECOVERED GOOD.
 SV1243'
 SV1243'STATION MARK RECOVERED IN GOOD CONDITION.  FROM THE INTERSECTION OF
 SV1243'HWY 395 (DIVISION STREET) AND HAWTHORNE RD. TO STATION IT IS 7.2
 SV1243'MILES.  THE WITNESS POST WAS IN PLACE, AS IS ONE CONCRETE POST AT
 SV1243'NORTH SIDE OF FIELD ACCESS TURNOUT.  THE MARK IS 53.33 FEET SSE OF
 SV1243'CROSS SCRATCHED IN NORTH END OF CULVERT AND 3 FEET EAST OF CROSS
 SV1243'CUT IN SOUTH END OF CULVERT.  IT IS APPROXIMATELY 28 INCHES BELOW
 SV1243'THE LEVEL OF THE HIGHWAY.
 SV1243'
 SV1243'REFERENCE MARKS 3 AND 4 NOT FOUND.  LOCATION OF BOTH MARKS IS UNDER
 SV1243'CULTIVATION.
 SV1243'
 SV1243'AZIMUTH MARK NOT FOUND.  THIS AREA IS ALSO UNDER CULTIVATION, AND
 SV1243'MARK MAY BE THERE AND FOUND WHEN CROP IS REMOVED.  HWY 395,
 SV1243'PRESENTLY A TWO LANE ROAD, IS APPARENTLY BEING WIDENED WESTERLY.
 SV1243'MARK WILL BE CLOSE TO NEW HIGHWAY RIGHT-OF-WAY AND EASIER TO
 SV1243'LOCATE IF IT STILL EXISTS.
 SV1243
 SV1243                          STATION RECOVERY (1986)
 SV1243
 SV1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 SV1243'THE STATION WAS RECOVERED AT THIS DATE.
 SV1243'REFERENCE MARKS 5 AND 6 WERE RECOVERED IN GOOD CONDITION.  THE
 SV1243'DISTANCE AND DIRECTION TO THE REFERENCE MARKS WAS NOT CHECKED AT
 SV1243'THIS DATE.  WSHD TS 32-36 WHICH WAS USED AS AN AZIMUTH MARK IN 1979
 SV1243'WAS FOUND DESTROYED.  A COMPLETE NEW DESCRIPTION FOLOWS.
 SV1243'
 SV1243'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) NORTH OF SPOKANE,
 SV1243'14.5 KM (9 MI) SOUTHEAST OF DEER PARK AND IN A CULTIVATED FIELD
 SV1243'OWNED BY MR. DON BARTON, RT 1 BOX 102, CULBERT WA 99005, PHONE
 SV1243'NUMBER 509-466-8657.  HE SHOULD BE CONTACTED BEFORE DIGGING FOR THE
 SV1243'STATION.
 SV1243'
 SV1243'TO REACH THE STATION FROM THE INTERSECTION OF THIRD AVENUE AND
 SV1243'DIVISION STREET, 1 BLOCK NORTH OF INTERSTATE HIGHWAY 90 IN SPOKANE
 SV1243'GO NORTH ON DIVISION STREET, US HIGHWAY 395 FOR 15.13 KM (9.4 MI) TO
 SV1243'THE BRIDGE OVER THE LITTLE SPOPKANE RIVER.  CONTINUE NORTH ON US
 SV1243'HIGHWAY 395 FOR 5.79 KM (3.6 MI) TO THE INTERSECTION OF FENDER ROAD.
 SV1243'CONTINUE NORTH ON US HIGHWAY 395 FOR 1.29 KM (0.8 MI) TO WHERE A
 SV1243'POWERLINE CROSSES THE HIGHWAY.  CONTINUE NORTHERLY ON
 SV1243'US HIGHWAY 395 FOR 0.32 KM (0.2 MI) TO THE FIRST FIELD ENTRANCE ON
 SV1243'THE RIGHT AND THE STATION ON THE RIGHT.
 SV1243'
 SV1243'THE STATION MARK IS A STANDARD NGS DISK STAMPED---
 SV1243'---BARTON 2 1955 1979---SET IN THE TOP OF AN IRREGULAR MASS OF
 SV1243'CONCRETE THAT IS 66 CM (26 INCHES) IN DIAMETER AND IS RECESSED 40 CM
 SV1243'(16 INCHES) BELOW THE GROUND SURFACE.  IT IS 21 M (68.9 FT) EAST OF
 SV1243'THE CENTER OF US HIGHWAY 395, 9.4 M (30.8 FT) EAST-NORTHEAST OF A
 SV1243'WITNESS POST AND 4.7 M (15.5 FT) SOUTHEAST OF A WITNESS POST.
 SV1243'
 SV1243'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK
 SV1243'STAMPED---BARTON 2 1955 NO 5 1979------,
 SV1243'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 SV1243'30 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 SV1243'12.2 METERS (40 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 SV1243'16.2 METERS (53 FT) SOUTH FROM A WITNESS POST
 SV1243'0.6 METERS (2 FT) EAST FROM A WITNESS POST
 SV1243'MARK IS 0.3 METERS ABOVE THE STATION.
 SV1243'
 SV1243'REFERENCE MARK NO. 6 IS A STANDARD NGS DISK
 SV1243'STAMPED---BARTON 2 1955 NO 6 1979------,
 SV1243'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 SV1243'30 CM IN DIAMETER RECESSED 15 CM BELOW GROUND.  LOCATED
 SV1243'12.2 METERS (40 FT) EAST FROM THE CENTER OF THE HIGHWAY
 SV1243'16.2 METERS (53 FT) NORTH FROM A WITNESS POST
 SV1243'0.9 METERS (3 FT) NORTH FROM A 4X4 INCH CONCRETE POST
 SV1243'0.6 METERS (2 FT) EAST FROM A WITNESS POST
 SV1243'MARK IS 0.3 METERS ABOVE THE STATION.
 SV1243'
 SV1243'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 SV1243'
 SV1243'DESCRIBED BY DA WEGENAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5065 ***********************************************************************
 SY5065  DESIGNATION -  BASALT
 SY5065  PID         -  SY5065
 SY5065  STATE/COUNTY-  WA/JEFFERSON
 SY5065  USGS QUAD   -  PORT LUDLOW (1973)
 SY5065
 SY5065                         *CURRENT SURVEY CONTROL
 SY5065  ___________________________________________________________________
 SY5065* NAD 83(1991)-  47 57 32.56960(N)    122 40 35.27908(W)     ADJUSTED  
 SY5065* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5065  ___________________________________________________________________
 SY5065  LAPLACE CORR-         -15.38  (seconds)                    DEFLEC99
 SY5065  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 SY5065
 SY5065  HORZ ORDER  -  FIRST
 SY5065
 SY5065.The horizontal coordinates were established by classical geodetic methods
 SY5065.and adjusted by the National Geodetic Survey in December 1991..
 SY5065
 SY5065.The orthometric height was scaled from a topographic map.
 SY5065
 SY5065.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5065
 SY5065.The geoid height was determined by GEOID03.
 SY5065
 SY5065;                    North         East     Units Scale Factor Converg.
 SY5065;SPC WA N     -   108,276.927   362,367.301   MT  0.99994608   -1 22 20.1
 SY5065;SPC WA N     -   355,238.55  1,188,866.72   sFT  0.99994608   -1 22 20.1
 SY5065;UTM  10      - 5,311,799.142   524,153.232   MT  0.99960717   +0 14 25.0
 SY5065
 SY5065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5065!SPC WA N     -   1.00000313  x   0.99994608  =   0.99994921
 SY5065!UTM  10      -   1.00000313  x   0.99960717  =   0.99961030
 SY5065
 SY5065|---------------------------------------------------------------------|
 SY5065| PID    Reference Object                     Distance      Geod. Az  |
 SY5065|                                                           dddmmss.s |
 SY5065| CF7145 BASALT RM 1                           4.820 METERS 05054     |
 SY5065| CF7147 BASALT RM 3                           2.515 METERS 08850     |
 SY5065| SY5066 COLVOS ROCK LIGHT                   APPROX. 0.9 KM 1521928.3 |
 SY5065| CF7146 BASALT RM 2                           2.978 METERS 28755     |
 SY5065|---------------------------------------------------------------------|
 SY5065
 SY5065                          SUPERSEDED SURVEY CONTROL
 SY5065
 SY5065  NAD 83(1986)-  47 57 32.56769(N)    122 40 35.28448(W) AD(       ) 1
 SY5065  NAD 27      -  47 57 33.25200(N)    122 40 30.72300(W) AD(       ) 1
 SY5065
 SY5065.Superseded values are not recommended for survey control.
 SY5065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5065.See file dsdata.txt to determine how the superseded data were derived.
 SY5065
 SY5065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU2415311799(NAD 83)
 SY5065_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5065_SETTING: 66 = SET IN ROCK OUTCROP
 SY5065
 SY5065  HISTORY     - Date     Condition        Report By
 SY5065  HISTORY     - 1921     MONUMENTED       CGS
 SY5065  HISTORY     - 1927     SEE DESCRIPTION  CGS
 SY5065  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY5065  HISTORY     - 1972     SEE DESCRIPTION  WAHC
 SY5065  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY5065
 SY5065                          STATION DESCRIPTION
 SY5065
 SY5065'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY5065'STATION IS ON THE W SIDE OF ADMIRALTY INLET, ON BASALT POINT, THE
 SY5065'NORTHWESTERN ENTRANCE TO PORT LUDLOW.  MARK IS ON THE ROCK 8 FEET
 SY5065'ABOVE HIGH WATER, AND IN A DEPRESSION 10 INCHES BELOW THE GENERAL
 SY5065'LEVEL OF THE ROCK SURFACE.  REFERENCE MARKS ARE LOCATED ON THE
 SY5065'SAME LEDGE OF ROCK, ONE ABOVE AND ONE BELOW THE STATION.
 SY5065'
 SY5065'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 SY5065'OUTCROPPING BEDROCK, AS DESCRIBED IN NOTE 2.  REFERENCE MARKS ARE
 SY5065'STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK, AS DESCRIBED IN
 SY5065'NOTE 12A.
 SY5065
 SY5065                          STATION RECOVERY (1927)
 SY5065
 SY5065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 SY5065'MARKS ARE GOOD.  DESCRIPTION IS ADEQUATE.
 SY5065
 SY5065                          STATION RECOVERY (1961)
 SY5065
 SY5065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SY5065'STATION AND R.M. (W) WERE RECOVERED.  STATION IS A STANDARD DISK
 SY5065'(UNSTAMPED).
 SY5065'
 SY5065'R.M. (W) IS A STANDARD DISK (UNSTAMPED) SET IN A DRILLED HOLE IN
 SY5065'BEDROCK.  THE DISK IS SOMEWHAT BATTERED.  IT IS ABOUT 2 FEET HIGHER
 SY5065'THAN THE STATION AND ABOUT 10 FEET WEST OF THE STATION.
 SY5065'
 SY5065'R.M. (NE) IS DESTROYED.  A PART OF THE ROCK OUTCROP BEARING THE
 SY5065'DISK HAS BROKEN OFF AND FALLEN INTO LOOSE ROCKS.  THE DISK REMAINS
 SY5065'IN A DETACHED BOULDER AT THE FOOT OF THE ROCK OUTCROP.
 SY5065
 SY5065                          STATION RECOVERY (1972)
 SY5065
 SY5065'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1972 (RDM)
 SY5065'GOOD
 SY5065'
 SY5065'FOUND AS DESCRIBED IN 1961 RECOVERY, EXCEPT NO EVIDENCE OF
 SY5065'R.M. (W) WAS FOUND.
 SY5065
 SY5065                          STATION RECOVERY (1972)
 SY5065
 SY5065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SY5065'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 SY5065'CONDITION.  REFERENCE MARK NO. 2 WAS PREVIOUSLY REPORTED
 SY5065'DESTROYED.  A NEW REFERENCE MARK (NO. 3), WAS ESTABLISHED.
 SY5065'
 SY5065'THE STATION IS ON THE WESTERN SIDE OF ADMIRALTY INLET, ABOUT 2
 SY5065'MILES NORTHWEST OF THE ENTRANCE TO HOOD CANAL, AT THE NORTHWEST
 SY5065'ENTRANCE TO PORT LUDLOW, 1 MILE NORTH-NORTHEAST OF THE PORT LUDLOW
 SY5065'POST OFFICE AND STORE, NEAR THE NORTHEASTERN END OF THE MATS MATS
 SY5065'ROCK QUARRY, ON THE SECOND ROCKY POINT NORTH OF THE QUARRY
 SY5065'LOADING DOCK AND ON THE ROCK BLUFF, ABOUT 6 FEET ABOVE HIGH
 SY5065'WATER, IN SECTION 33, T 29 N, R 1 E.
 SY5065'
 SY5065'TO REACH FROM THE CROSSROAD AT THE ENTRANCE TO PORT LUDLOW
 SY5065'HOUSING DEVELOPMENT, RESTAURANT AND SMALL BOAT HARBOR, GO NORTH
 SY5065'0.2 MILE TO A Y, KEEP RIGHT AND GO 0.9 MILE TO THE PORT LUDLOW
 SY5065'POST OFFICE AND STORE ON THE RIGHT, CONTINUE NORTHERLY ABOUT 100
 SY5065'FEET, KEEP RIGHT FORK 0.7 MILE, KEEP LEFT ON BLACKTOP ROAD FOR
 SY5065'0.45 MILE TO THE OFFICE AT THE EDGE OF THE ROCK QUARRY.  OBTAIN
 SY5065'PERMISSION TO FOLLOW THE ROAD EASTERLY THROUGH THE QUARRY 0.45
 SY5065'MILE TO THE NORTH EDGE OF THE PARKING AREA AT THE
 SY5065'BARGE-LOADING DOCK.  WALK NORTHERLY ALONG THE BEACH ABOUT 200
 SY5065'YARDS TO THE SECOND SMALL ROCK POINT AND THE STATION.
 SY5065'
 SY5065'THE STATION MARK IS AN UNSTAMPED STANDARD DISK SET IN CONCRETE IN
 SY5065'A DEPRESSION IN BEDROCK, 14 FEET EAST OF THE TREE-LINE, IN THE
 SY5065'MIDDLE OF THE ROCK POINT, AND AT THE EAST EDGE OF THE GRASS.  (THE
 SY5065'POINT IS BARE ROCK FROM THE MARK EAST).
 SY5065'
 SY5065'REFERENCE MARK NO. 1 IS AN UNSTAMPED STANDARD DISK SET IN A
 SY5065'1X2-FOOT PORTION OF EXPOSED BEDROCK, 5 FEET SOUTH OF THE NORTH
 SY5065'EDGE OF THE POINT, 4 FEET EAST OF THE TREE LINE AND ABOUT 3 FEET
 SY5065'HIGHER THAN THE STATION MARK.
 SY5065'
 SY5065'REFERENCE MARK NO. 3, STAMPED BASALT 1921 NO 3 1972, IS A
 SY5065'STANDARD DISK SET IN BEDROCK ABOUT 4 FEET ABOVE THE HIGH WATER
 SY5065'LINE, 2 FEET LOWER THAN THE STATION, NEAR THE SOUTHEAST EDGE OF
 SY5065'THE POINT AND 1.5 FEET WEST OF A V IN THE 4-FOOT HIGH VERTICAL
 SY5065'ROCK CLIFF.
 SY5065'
 SY5065'THERE IS NO AZIMUTH MARK FOR THIS STATION.
 SY5065'
 SY5065'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY5065'2 MILES NORTH OF PORT LUDLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2274 ***********************************************************************
 SA2274  DESIGNATION -  BASALT
 SA2274  PID         -  SA2274
 SA2274  STATE/COUNTY-  WA/BENTON
 SA2274  USGS QUAD   -  KENNEWICK (1992)
 SA2274
 SA2274                         *CURRENT SURVEY CONTROL
 SA2274  ___________________________________________________________________
 SA2274* NAD 83(1991)-  46 11 14.67220(N)    119 12 27.09091(W)     ADJUSTED  
 SA2274* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 SA2274  ___________________________________________________________________
 SA2274  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 SA2274  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SA2274
 SA2274  HORZ ORDER  -  THIRD
 SA2274
 SA2274.The horizontal coordinates were established by classical geodetic methods
 SA2274.and adjusted by the National Geodetic Survey in December 1991..
 SA2274
 SA2274.The orthometric height was scaled from a topographic map.
 SA2274
 SA2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2274
 SA2274.The geoid height was determined by GEOID03.
 SA2274
 SA2274;                    North         East     Units Scale Factor Converg.
 SA2274;SPC WA S     -    95,747.575   599,770.206   MT  0.99993855   +0 56 19.9
 SA2274;SPC WA S     -   314,131.84  1,967,746.08   sFT  0.99993855   +0 56 19.9
 SA2274;UTM  11      - 5,117,238.969   329,645.919   MT  0.99995675   -1 35 36.1
 SA2274
 SA2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2274!SPC WA S     -   0.99995384  x   0.99993855  =   0.99989240
 SA2274!UTM  11      -   0.99995384  x   0.99995675  =   0.99991060
 SA2274
 SA2274:                Primary Azimuth Mark                     Grid Az
 SA2274:SPC WA S     -  KENNEWICK WATER TANK                     082 08 27.6
 SA2274:UTM  11      -  KENNEWICK WATER TANK                     084 40 23.6
 SA2274
 SA2274|---------------------------------------------------------------------|
 SA2274| PID    Reference Object                     Distance      Geod. Az  |
 SA2274|                                                           dddmmss.s |
 SA2274| SA2276 KENNEWICK WATER TANK                APPROX. 3.8 KM 0830447.5 |
 SA2274| CF4427 BASALT RM 1                          12.831 METERS 15019     |
 SA2274| SA2261 JOHNSON BUTTE TV STA KEPR MAST      APPROX.10.1 KM 1732509.9 |
 SA2274| CF4428 BASALT RM 2                          19.881 METERS 26027     |
 SA2274|---------------------------------------------------------------------|
 SA2274
 SA2274                          SUPERSEDED SURVEY CONTROL
 SA2274
 SA2274  NAD 83(1991)-  46 11 14.67444(N)    119 12 27.09319(W) AD(       ) 3
 SA2274  NAD 83(1986)-  46 11 14.67992(N)    119 12 27.08204(W) AD(       ) 3
 SA2274  NAD 27      -  46 11 15.18900(N)    119 12 23.02200(W) AD(       ) 3
 SA2274
 SA2274.Superseded values are not recommended for survey control.
 SA2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2274.See file dsdata.txt to determine how the superseded data were derived.
 SA2274
 SA2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2964617239(NAD 83)
 SA2274_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA2274_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SA2274
 SA2274  HISTORY     - Date     Condition        Report By
 SA2274  HISTORY     - 1956     MONUMENTED       CGS
 SA2274  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SA2274  HISTORY     - 1968     SEE DESCRIPTION  WAHC
 SA2274  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SA2274  HISTORY     - 1970     SEE DESCRIPTION  WAHC
 SA2274
 SA2274                          STATION DESCRIPTION
 SA2274
 SA2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (VRS)
 SA2274'THE STATION IS ABOUT 7 MILES SOUTHEAST OF RICHLAND AND ABOUT 5
 SA2274'MILES SOUTHWEST OF KENNEWICK, NEAR THE WEST END OF THE RIDGE ON A
 SA2274'SAGE COVERED HILL.
 SA2274'
 SA2274'TO REACH THE STATION FROM THE INTERSECTION OF BENTON ST. AND
 SA2274'KENNEWICK AVE IN KENNEWICK, GO WEST ON KENNEWICK AVE. FOR 3.1 MILES
 SA2274'TO A T INTERSECTION WITH UNION ST.  TURN LEFT (SOUTH) ON UNION
 SA2274'ST. FOR 2.7 MILES.  TURN RIGHT ONTO A DIRT ROAD AND GO ABOUT 100
 SA2274'YARDS TO A ROAD FORK.  TAKE THE RIGHT FORK AND GO 0.5 MILE TO A
 SA2274'CROSS ROAD.  HERE TURN LEFT AND GO UP EAST SLOPE OF HILL FOR 0.6
 SA2274'MILE AND THE STATION.
 SA2274'
 SA2274'THE STATION IS A STANDARD DISK STAMPED BASALT 1956 SET IN THE 8
 SA2274'INCH SQUARED TOP OF AN IRREGULAR MASS OF CONCRETE WHICH PROJECTS
 SA2274'6 INCHES.
 SA2274'
 SA2274'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BASALT NO 1 1956 SET
 SA2274'IN A DRILL HOLE IN A SMALL BOULDER WHICH PROJECTS 3 INCHES.
 SA2274'
 SA2274'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BASALT NO 2 1956 SET
 SA2274'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8 INCHES.  IT IS
 SA2274'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 SA2274'
 SA2274'HEIGHT OF LIGHT ABOVE STATION MARK 0.5 METERS.
 SA2274
 SA2274                          STATION RECOVERY (1963)
 SA2274
 SA2274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SA2274'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR CHANGES IN THE
 SA2274'DIRECTIONS FOR REACHING THE STATION AND THE CONCRETE BLOCK HOLDING
 SA2274'THE STATION HAD BEEN CHIPPED AWAY, AND THE CEMENT HAD BEEN CHIPPED
 SA2274'AWAY FROM THE REFERENCE MARKS WHICH WERE SET IN ROCK.  ALL THE
 SA2274'MARKS WERE REINFORCED WITH CONCRETE.
 SA2274'
 SA2274'TO REACH FROM THE JUNCTION OF KENNEWICK AVE. AND BENTON ST. IN
 SA2274'KENNEWICK, GO WEST ON KENNEWICK AVE. FOR 2.0 MILES TO ELY ST.  TURN
 SA2274'LEFT AND GO SOUTH FOR 2.1 MILES TO A BLACKTOP CROSSROAD, (W 27
 SA2274'AVE.), TURN RIGHT AND GO 0.2 MILE TO FORK, KEEP LEFT FORK 0.35
 SA2274'MILE TO A TRACK ROAD RIGHT, ON THE WEST SIDE OF A NARROW
 SA2274'IRRIGATION DITCH.  TURN RIGHT AND GO NORTHERLY ON THE TRACK ROAD
 SA2274'FOR 0.8 MILE TO A TRACK ROAD RIGHT, TURN RIGHT, CROSSING AN
 SA2274'IRRIGATION DITCH, HIGH ON THE SIDE OF THE HILL, AND FOLLOW
 SA2274'THE TRACK ROAD NORTHWEST 0.4 MILE TO THE SUMMIT OF THE HILL
 SA2274'AND THE STATION.
 SA2274
 SA2274                          STATION RECOVERY (1968)
 SA2274
 SA2274'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1968 (RGH)
 SA2274'BASALT 1956 DESTROYED
 SA2274'
 SA2274'BASALT RM 1 FAIR - SOLID IN ROCK, SOME DAMAGE TO SURFACE
 SA2274'
 SA2274'BASALT RM 2 FAIR - SOLID IN ROCK, SOME DAMAGE TO SURFACE
 SA2274'
 SA2274'MONUMENT SHOULD BE REPLACED.  RMS COULD BE USED TO REPLACE
 SA2274'MONUMENT.
 SA2274'
 SA2274'79.15 - ELY ST. AND W. KENNEWICK AVE IN WEST SIDE OF KENNEWICK,
 SA2274'S. ON ELY ST (S.H.14) FOR 2.0 MILES.  TURN R. ON W 27 AVE. 81.2
 SA2274'
 SA2274'81.7.  TR RD ON W SIDE IRRIG. DITCH.  82.5
 SA2274
 SA2274                          STATION RECOVERY (1969)
 SA2274
 SA2274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 SA2274'THE STATION DISK HAS BEEN BROKEN OUT OF THE CONCRETE POST AND
 SA2274'PIECES OF THE POST BROKEN OFF.  THE DISK IS MISSING FROM
 SA2274'REFERENCE MARK NO. 1, BUT THE STEM REMAINS IN THE ROCK.  REFERENCE
 SA2274'MARK NO 2 WAS RECOVERED IN GOOD CONDITION, BUT SOMEWHAT BATTERED.
 SA2274'
 SA2274'A BRASS PHILLIPS HEAD SCREW WAS FOUND GROUTED INTO THE CONCRETE
 SA2274'POST WHICH HELD THE STATION MARK.  EVIDENTLY SOMEONE SET THIS TO
 SA2274'MARK THE STATION CENTER, PERHAPS BEFORE THE DISK WAS CHISLED OFF
 SA2274'REFERENCE MARK NO 1.  THE ANGLE WAS MEASURED BETWEEN REFERENCE
 SA2274'MARK NO. 2 AND THE STEM OF THE DISK WHICH WAS REFERENCE MARK
 SA2274'NO. 1.  THE ANGLE OBTAINED DIFFERS FROM THE 1956 OBSERVATIONS BY
 SA2274'5 MINUTES 45 SECONDS.
 SA2274'
 SA2274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA2274'5 MILES SOUTHWEST OF KENNEWICK.
 SA2274
 SA2274                          STATION RECOVERY (1970)
 SA2274
 SA2274'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1970 (ES)
 SA2274'BASALT 1956 STATION HAS BEEN DESTROYED BY EXCAVATION FOR A
 SA2274'BASEMENT FOR A NEW HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1416 ***********************************************************************
 SW1416  DESIGNATION -  BASALT 1933
 SW1416  PID         -  SW1416
 SW1416  STATE/COUNTY-  WA/LINCOLN
 SW1416  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW1416
 SW1416                         *CURRENT SURVEY CONTROL
 SW1416  ___________________________________________________________________
 SW1416* NAD 83(1991)-  47 55 51.96033(N)    118 53 51.05123(W)     ADJUSTED  
 SW1416* NAVD 88     -       629.     (meters)    2064.     (feet)  SCALED    
 SW1416  ___________________________________________________________________
 SW1416  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 SW1416  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 SW1416
 SW1416  HORZ ORDER  -  SECOND
 SW1416
 SW1416.The horizontal coordinates were established by classical geodetic methods
 SW1416.and adjusted by the National Geodetic Survey in December 1991..
 SW1416
 SW1416.The orthometric height was scaled from a topographic map.
 SW1416
 SW1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1416
 SW1416.The geoid height was determined by GEOID03.
 SW1416
 SW1416;                    North         East     Units Scale Factor Converg.
 SW1416;SPC WA N     -   105,340.598   644,630.592   MT  0.99994755   +1 26 28.5
 SW1416;SPC WA N     -   345,604.95  2,114,925.53   sFT  0.99994755   +1 26 28.5
 SW1416;UTM  11      - 5,310,384.853   358,268.217   MT  0.99984684   -1 24 31.8
 SW1416
 SW1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1416!SPC WA N     -   0.99990446  x   0.99994755  =   0.99985201
 SW1416!UTM  11      -   0.99990446  x   0.99984684  =   0.99975131
 SW1416
 SW1416:                Primary Azimuth Mark                     Grid Az
 SW1416:SPC WA N     -  SPRING CANYON 1933                       253 51 44.6
 SW1416:UTM  11      -  SPRING CANYON 1933                       256 42 44.9
 SW1416
 SW1416|---------------------------------------------------------------------|
 SW1416| PID    Reference Object                     Distance      Geod. Az  |
 SW1416|                                                           dddmmss.s |
 SW1416| SW1407 SPRING CANYON 1933                  APPROX. 4.3 KM 2551813.1 |
 SW1416|---------------------------------------------------------------------|
 SW1416
 SW1416                          SUPERSEDED SURVEY CONTROL
 SW1416
 SW1416  NAD 83(1986)-  47 55 51.97146(N)    118 53 51.04887(W) AD(       ) 2
 SW1416  NAD 27      -  47 55 52.41700(N)    118 53 46.98900(W) AD(       ) 2
 SW1416
 SW1416.Superseded values are not recommended for survey control.
 SW1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1416.See file dsdata.txt to determine how the superseded data were derived.
 SW1416
 SW1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP5826810385(NAD 83)
 SW1416_MARKER: DD = SURVEY DISK
 SW1416_SETTING: 0 = UNSPECIFIED SETTING
 SW1416
 SW1416  HISTORY     - Date     Condition        Report By
 SW1416  HISTORY     - 1933     MONUMENTED       BOR
 SW1416  HISTORY     - 1947     GOOD             CGS
 SW1416
 SW1416                          STATION DESCRIPTION
 SW1416
 SW1416'DESCRIBED BY US BUREAU OF RECLAMATION 1933 (CMB)
 SW1416'STATION CAN BE REACHED FROM ALMIRA, ALMIRA-DAMSITE ROAD, VIA
 SW1416'WILBUR-DAMSITE JUNCTION AT 12.4 MILES.  CONTINUING N ON DIRT ROAD
 SW1416'FROM THIS JUNCTION (CROSSROADS) AND PASSING JUNCTION AT 15.8 ROAD
 SW1416'FROM LEFT, AND CONTINUING ON PAST (18.3) BROWNS FARMHOUSE (FROM
 SW1416'15.8 TO 18.3 BEING ROUTE TO TRIANGULATION STATION SPRING CANYON)
 SW1416'AND PAST ROAD JUNCTION AT SCHOOLHOUSE 19.8 MILES AND TAKING
 SW1416'RIGHT FORK, LEADING AWAY FROM RIVER, TO 20.7 MILES, ROAD
 SW1416'JUNCTION.  TAKING LEFT FORK THEREOF, LEADING TOWARD PLUM.
 SW1416'LEAVING ROAD AND TURNING RIGHT THROUGH FENCE AT 21.6 MILES, NEAR
 SW1416'ABANDONED FARMHOUSE, AND CIRCLING S AND E UP DRAW WITH A LAVA
 SW1416'ROCK PEAK ON LEFT.  MOTOR CAR ABANDONED AT 21.9 MILES AND
 SW1416'COVERING 200 YARDS BY FOOT TO STATION ON SUB-PEAK.  THE
 SW1416'SUB-PEAK BEING THE NEAREST TOWARD RIVER AND DOWNSTREAM OF THE
 SW1416'GROUP.  MARKER IS BEDDED IN CONCRETE 8 INCHES BELOW
 SW1416'SURROUNDING SURFACE.  10-INCH HOLE IS BROKEN OUT OF BASALT
 SW1416'ROCK.
 SW1416'
 SW1416'HEIGHT OF INSTRUMENT ABOVE STATION MARK - 1.76 METERS.
 SW1416
 SW1416                          STATION RECOVERY (1947)
 SW1416
 SW1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1416'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE U.S.B.R.
 SW1416'IN 1933.  STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK,
 SW1416'STAMPED BASALT 1933, SET IN CONCRETE WHICH IS 8 INCHES BELOW THE
 SW1416'SURFACE OF THE GROUND.  THE MARK IS WITNESSED BY A 4-FOOT WOODEN
 SW1416'STAND.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1777 ***********************************************************************
 SC1777  DESIGNATION -  BASALT USE 1936
 SC1777  PID         -  SC1777
 SC1777  STATE/COUNTY-  WA/WAHKIAKUM
 SC1777  USGS QUAD   -  CATHLAMET (1985)
 SC1777
 SC1777                         *CURRENT SURVEY CONTROL
 SC1777  ___________________________________________________________________
 SC1777* NAD 83(1991)-  46 11 50.92864(N)    123 22 54.90378(W)     ADJUSTED  
 SC1777* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC1777  ___________________________________________________________________
 SC1777  LAPLACE CORR-          11.28  (seconds)                    DEFLEC99
 SC1777  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SC1777
 SC1777  HORZ ORDER  -  THIRD
 SC1777
 SC1777.The horizontal coordinates were established by classical geodetic methods
 SC1777.and adjusted by the National Geodetic Survey in December 1991..
 SC1777
 SC1777.The orthometric height was scaled from a topographic map.
 SC1777
 SC1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1777
 SC1777.The geoid height was determined by GEOID03.
 SC1777
 SC1777;                    North         East     Units Scale Factor Converg.
 SC1777;SPC WA S     -   100,112.606   277,616.104   MT  0.99993735   -2 05 36.3
 SC1777;SPC WA S     -   328,452.77    910,812.17   sFT  0.99993735   -2 05 36.3
 SC1777;SPC OR N     -   285,213.178 2,277,587.347   MT  1.00005624   -2 02 37.7
 SC1777;SPC OR N     -   935,738.77  7,472,399.43   iFT  1.00005624   -2 02 37.7
 SC1777;UTM  10      - 5,116,060.157   470,532.620   MT  0.99961067   -0 16 32.3
 SC1777
 SC1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1777!SPC WA S     -   1.00000271  x   0.99993735  =   0.99994006
 SC1777!SPC OR N     -   1.00000271  x   1.00005624  =   1.00005895
 SC1777!UTM  10      -   1.00000271  x   0.99961067  =   0.99961338
 SC1777
 SC1777:                Primary Azimuth Mark                     Grid Az
 SC1777:SPC WA S     -  STANE 1936                               126 42 25.5
 SC1777:SPC OR N     -  STANE 1936                               126 39 26.9
 SC1777:UTM  10      -  STANE 1936                               124 53 21.5
 SC1777
 SC1777|---------------------------------------------------------------------|
 SC1777| PID    Reference Object                     Distance      Geod. Az  |
 SC1777|                                                           dddmmss.s |
 SC1777| SC1727 STANE 1936                          APPROX. 2.7 KM 1243649.2 |
 SC1777| SC1726 CATHLAMET CHANNEL 6 LIGHT           APPROX. 3.1 KM 1373051.8 |
 SC1777| SC1819 CATHLAMET LIGHT                      70.159 METERS 30455     |
 SC1777|---------------------------------------------------------------------|
 SC1777
 SC1777                          SUPERSEDED SURVEY CONTROL
 SC1777
 SC1777  NAD 83(1991)-  46 11 50.92864(N)    123 22 54.90378(W) AD(       ) 3
 SC1777  NAD 83(1986)-  46 11 50.94415(N)    123 22 54.89717(W) AD(       ) 3
 SC1777  NAD 27      -  46 11 51.54347(N)    123 22 50.43903(W) AD(       ) 3
 SC1777
 SC1777.Superseded values are not recommended for survey control.
 SC1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1777.See file dsdata.txt to determine how the superseded data were derived.
 SC1777
 SC1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7053316060(NAD 83)
 SC1777_MARKER: Z = SEE DESCRIPTION
 SC1777_SETTING: 0 = UNSPECIFIED SETTING
 SC1777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1777
 SC1777  HISTORY     - Date     Condition        Report By
 SC1777  HISTORY     - 1936     MONUMENTED       USE
 SC1777  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SC1777  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC1777
 SC1777                          STATION DESCRIPTION
 SC1777
 SC1777'DESCRIBED BY US ENGINEERS 1936 (RWK)
 SC1777'STATION IS ON THE EDGE OF THE BASALTIC CLIFFS, ABOUT 0.2 MILE E OF
 SC1777'THE FERRY LANDING AND ABOUT 70 METERS SE OF THE CATHLAMET LIGHT, A 5
 SC1777'OR 6-FOOT BOULDER OF BASALT ONTO WHICH THE U.S. ENGINEERS HAD CUT
 SC1777'OUT A LARGE CROSS.  THE STATION WAS RE-MARKED BY CEMENTING A STANDARD
 SC1777'DISK INTO A DRILL HOLE CUT EXACTLY IN THE CENTER OF THE ORIGINAL
 SC1777'CROSS.
 SC1777
 SC1777                          STATION RECOVERY (1952)
 SC1777
 SC1777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC1777'STATION NOT RECOVERED.  THE CATHLAMET LIGHT HAS BEEN DESTROYED AND
 SC1777'THE DESCRIPTION IS NOT ADEQUATE.
 SC1777
 SC1777                          STATION RECOVERY (1989)
 SC1777
 SC1777'RECOVERY NOTE BY US POWER SQUADRON 1989 (THC)
 SC1777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0655 ***********************************************************************
 SW0655  DESIGNATION -  BASE
 SW0655  PID         -  SW0655
 SW0655  STATE/COUNTY-  WA/GRANT
 SW0655  USGS QUAD   -  EPHRATA (1978)
 SW0655
 SW0655                         *CURRENT SURVEY CONTROL
 SW0655  ___________________________________________________________________
 SW0655* NAD 83(1986)-  47 18 16.     (N)    119 31 41.     (W)     SCALED    
 SW0655* NAVD 88     -       384.602  (meters)    1261.82   (feet)  ADJUSTED  
 SW0655  ___________________________________________________________________
 SW0655  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 SW0655  DYNAMIC HT  -         384.633 (meters)    1261.92  (feet)  COMP
 SW0655  MODELED GRAV-     980,683.6   (mgal)                       NAVD 88
 SW0655
 SW0655  VERT ORDER  -  FIRST     CLASS II
 SW0655
 SW0655.This mark is at Ephrata Municipal Airport (EPH)
 SW0655
 SW0655.The horizontal coordinates were scaled from a topographic map and have
 SW0655.an estimated accuracy of +/- 6 seconds.
 SW0655
 SW0655.The orthometric height was determined by differential leveling
 SW0655.and adjusted by the National Geodetic Survey in June 1991..
 SW0655
 SW0655.The geoid height was determined by GEOID03.
 SW0655
 SW0655.The dynamic height is computed by dividing the NAVD 88
 SW0655.geopotential number by the normal gravity value computed on the
 SW0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0655.degrees latitude (g = 980.6199 gals.).
 SW0655
 SW0655.The modeled gravity was interpolated from observed gravity values.
 SW0655
 SW0655;                    North         East    Units  Estimated Accuracy
 SW0655;SPC WA S     -   219,550.      573,500.      MT  (+/- 180 meters Scaled)
 SW0655
 SW0655                          SUPERSEDED SURVEY CONTROL
 SW0655
 SW0655  NGVD 29 (??/??/92)  383.46   (m)         1258.1    (f) COMPUTED    1 2
 SW0655
 SW0655.Superseded values are not recommended for survey control.
 SW0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0655.See file dsdata.txt to determine how the superseded data were derived.
 SW0655
 SW0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN089420(NAD 83)
 SW0655_MARKER: DD = SURVEY DISK
 SW0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0655_STAMPING: BASE 1944
 SW0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0655+STABILITY: SURFACE MOTION
 SW0655
 SW0655  HISTORY     - Date     Condition        Report By
 SW0655  HISTORY     - 1944     MONUMENTED       DOD
 SW0655  HISTORY     - 1944     GOOD             NGS
 SW0655  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0655
 SW0655                          STATION DESCRIPTION
 SW0655
 SW0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SW0655'IN EPHRATA ARMY AIR BASE.
 SW0655'AT THE EPHRATA ARMY AIR FIELD, IN THE WEST ANGLE OF THE TRIANGLE
 SW0655'FORMED BY THE THREE MAIN RUNWAYS, ABOUT 0.6 MILE SOUTH OF THE CONTROL
 SW0655'TOWER, 235.0 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVEMENT OF
 SW0655'THE NORTHEAST - SOUTHWEST RUNWAY, 282.0 FEET NORTHEAST OF THE
 SW0655'NORTHEAST EDGE OF THE CONCRETE PAVEMENT OF THE SOUTHEAST - NORTHWEST
 SW0655'RUNWAY, SET IN TOP OF CONCRETE POST FLUSH WITH THE GROUND.  STAMPED
 SW0655'BASE 1944.
 SW0655
 SW0655                          STATION RECOVERY (1968)
 SW0655
 SW0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0442 ***********************************************************************
 TR0442  DESIGNATION -  BASE
 TR0442  PID         -  TR0442
 TR0442  STATE/COUNTY-  WA/ISLAND
 TR0442  USGS QUAD   -  OAK HARBOR (1973)
 TR0442
 TR0442                         *CURRENT SURVEY CONTROL
 TR0442  ___________________________________________________________________
 TR0442* NAD 83(1986)-  48 16 57.     (N)    122 37 39.     (W)     SCALED    
 TR0442* NAVD 88     -         9.878  (meters)      32.41   (feet)  ADJUSTED  
 TR0442  ___________________________________________________________________
 TR0442  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 TR0442  DYNAMIC HT  -           9.880 (meters)      32.41  (feet)  COMP
 TR0442  MODELED GRAV-     980,838.2   (mgal)                       NAVD 88
 TR0442
 TR0442  VERT ORDER  -  FIRST     CLASS II
 TR0442
 TR0442.This mark is at Oak Harbor Air Park  (76S)
 TR0442
 TR0442.The horizontal coordinates were scaled from a topographic map and have
 TR0442.an estimated accuracy of +/- 6 seconds.
 TR0442
 TR0442.The orthometric height was determined by differential leveling
 TR0442.and adjusted by the National Geodetic Survey in June 1991..
 TR0442
 TR0442.The geoid height was determined by GEOID03.
 TR0442
 TR0442.The dynamic height is computed by dividing the NAVD 88
 TR0442.geopotential number by the normal gravity value computed on the
 TR0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0442.degrees latitude (g = 980.6199 gals.).
 TR0442
 TR0442.The modeled gravity was interpolated from observed gravity values.
 TR0442
 TR0442;                    North         East    Units  Estimated Accuracy
 TR0442;SPC WA N     -   144,140.      366,860.      MT  (+/- 180 meters Scaled)
 TR0442
 TR0442                          SUPERSEDED SURVEY CONTROL
 TR0442
 TR0442  NGVD 29 (??/??/92)    8.734  (m)           28.65   (f) ADJ UNCH    1 2
 TR0442
 TR0442.Superseded values are not recommended for survey control.
 TR0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0442.See file dsdata.txt to determine how the superseded data were derived.
 TR0442
 TR0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU276477(NAD 83)
 TR0442_MARKER: B = BOLT
 TR0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0442+STABILITY: SURFACE MOTION
 TR0442
 TR0442  HISTORY     - Date     Condition        Report By
 TR0442  HISTORY     - UNK      MONUMENTED       DOD
 TR0442  HISTORY     - 1952     GOOD             NGS
 TR0442
 TR0442                          STATION DESCRIPTION
 TR0442
 TR0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0442'1.2 MI SE FROM OAK HARBOR.
 TR0442'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0442'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0442'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.25 MILE SOUTH
 TR0442'ALONG CORAL SEA AVENUE, IN THE CROTCH OF THE Y FORMED BY THE JUNCTION
 TR0442'OF THE FORKS OF CORAL SEA AVENUE (THE AVENUE LOOPS AROUND AND CONNECTS
 TR0442'BACK TO THIS POINT), 235 FEET SOUTHWEST OF THE CENTER LINE OF THE
 TR0442'SOUTHEAST FORK, 100 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHWEST
 TR0442'FORK, 2.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN
 TR0442'THE SOUTHWEST FORK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TR0442'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1372 ***********************************************************************
 TR1372  DESIGNATION -  BASE NAS 1951
 TR1372  PID         -  TR1372
 TR1372  STATE/COUNTY-  WA/ISLAND
 TR1372  USGS QUAD   -  OAK HARBOR (1973)
 TR1372
 TR1372                         *CURRENT SURVEY CONTROL
 TR1372  ___________________________________________________________________
 TR1372* NAD 83(1991)-  48 16 57.24065(N)    122 37 38.00645(W)     ADJUSTED  
 TR1372* NAVD 88     -         9.77   (+/-2cm)      32.1    (feet)  VERTCON   
 TR1372  ___________________________________________________________________
 TR1372  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 TR1372  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 TR1372
 TR1372  HORZ ORDER  -  SECOND
 TR1372  VERT ORDER  -  THIRD ? (See Below)
 TR1372
 TR1372.The horizontal coordinates were established by classical geodetic methods
 TR1372.and adjusted by the National Geodetic Survey in December 1991..
 TR1372
 TR1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1372.The vertical order pertains to the NGVD 29 superseded value.
 TR1372
 TR1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1372
 TR1372.The geoid height was determined by GEOID03.
 TR1372
 TR1372;                    North         East     Units Scale Factor Converg.
 TR1372;SPC WA N     -   144,151.258   366,882.137   MT  0.99994637   -1 20 08.1
 TR1372;SPC WA N     -   472,936.25  1,203,679.14   sFT  0.99994637   -1 20 08.1
 TR1372;UTM  10      - 5,347,774.285   527,655.201   MT  0.99960940   +0 16 41.7
 TR1372
 TR1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1372!SPC WA N     -   1.00000198  x   0.99994637  =   0.99994835
 TR1372!UTM  10      -   1.00000198  x   0.99960940  =   0.99961138
 TR1372
 TR1372|---------------------------------------------------------------------|
 TR1372| PID    Reference Object                     Distance      Geod. Az  |
 TR1372|                                                           dddmmss.s |
 TR1372| TR1301 CONTROL                             362.542 METERS 09051     |
 TR1372| TR1331 CORAL NAS 1951                      APPROX. 0.7 KM 3470516.0 |
 TR1372|---------------------------------------------------------------------|
 TR1372
 TR1372                          SUPERSEDED SURVEY CONTROL
 TR1372
 TR1372  NAD 83(1986)-  48 16 57.24360(N)    122 37 38.01191(W) AD(       ) 2
 TR1372  NAD 27      -  48 16 57.88600(N)    122 37 33.40000(W) AD(       ) 2
 TR1372  NGVD 29 (07/19/86)    8.63   (m)           28.3    (f) LEVELING    3  
 TR1372
 TR1372.Superseded values are not recommended for survey control.
 TR1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1372.See file dsdata.txt to determine how the superseded data were derived.
 TR1372
 TR1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2765547774(NAD 83)
 TR1372
 TR1372  HISTORY     - Date     Condition        Report By
 TR1372  HISTORY     - 1951     MONUMENTED       USN
 TR1372  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1372
 TR1372                          STATION DESCRIPTION
 TR1372
 TR1372'DESCRIBED BY US NAVY 1951 (GAN)
 TR1372'STATION IS LOCATED ON THE NORTH END OF WHIDBEY ISLAND, AT THE OAK
 TR1372'HARBOR NAVAL AIR STATION, AND ABOUT 85 METERS SOUTH OF THE TWO
 TR1372'MAIN FORKS OF CORAL SEA AVENUE.  STATION IS APPROXIMATELY 0.5 MILES
 TR1372'SSE OF THE NAVAL AIR STATION ADMINISTRATION BUILDING.  STATION IS
 TR1372'A PUNCH MARK IN A LEAD PLUG IN AN 8 IN X 8 IN CONCRETE MONUMENT
 TR1372'WHICH WAS SET BY OAK HARBOR NAVAL AIR STATION PUBLIC WORKS
 TR1372'DEPARTMENT.
 TR1372
 TR1372                          STATION RECOVERY (1960)
 TR1372
 TR1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1372'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR1372'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3290 ***********************************************************************
 SY3290  DESIGNATION -  BASIN
 SY3290  PID         -  SY3290
 SY3290  STATE/COUNTY-  WA/MASON
 SY3290  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3290
 SY3290                         *CURRENT SURVEY CONTROL
 SY3290  ___________________________________________________________________
 SY3290* NAD 83(1991)-  47 13 12.78409(N)    122 55 52.72140(W)     ADJUSTED  
 SY3290* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3290  ___________________________________________________________________
 SY3290  LAPLACE CORR-          -7.83  (seconds)                    DEFLEC99
 SY3290  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 SY3290
 SY3290  HORZ ORDER  -  THIRD
 SY3290
 SY3290.The horizontal coordinates were established by classical geodetic methods
 SY3290.and adjusted by the National Geodetic Survey in December 1991..
 SY3290
 SY3290.The orthometric height was scaled from a topographic map.
 SY3290
 SY3290.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3290
 SY3290.The geoid height was determined by GEOID03.
 SY3290
 SY3290;                    North         East     Units Scale Factor Converg.
 SY3290;SPC WA S     -   212,572.307   315,878.896   MT  0.99997609   -1 45 57.9
 SY3290;SPC WA S     -   697,414.31  1,036,346.01   sFT  0.99997609   -1 45 57.9
 SY3290;UTM  10      - 5,229,638.876   505,200.587   MT  0.99960033   +0 03 01.5
 SY3290
 SY3290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3290!SPC WA S     -   1.00000313  x   0.99997609  =   0.99997922
 SY3290!UTM  10      -   1.00000313  x   0.99960033  =   0.99960346
 SY3290
 SY3290:                Primary Azimuth Mark                     Grid Az
 SY3290:SPC WA S     -  KILL                                     023 14 52.7
 SY3290:UTM  10      -  KILL                                     021 25 53.3
 SY3290
 SY3290|---------------------------------------------------------------------|
 SY3290| PID    Reference Object                     Distance      Geod. Az  |
 SY3290|                                                           dddmmss.s |
 SY3290| SY3287 KILL                                487.766 METERS 0212854.8 |
 SY3290| CE3349 BASIN RM 2                           35.840 METERS 08501     |
 SY3290| CE3348 BASIN RM 1                           43.090 METERS 17312     |
 SY3290| SY3307 KIM                                 APPROX. 0.7 KM 2251039.6 |
 SY3290|---------------------------------------------------------------------|
 SY3290
 SY3290                          SUPERSEDED SURVEY CONTROL
 SY3290
 SY3290  NAD 83(1986)-  47 13 12.78168(N)    122 55 52.72932(W) AD(       ) 3
 SY3290  NAD 27      -  47 13 13.43300(N)    122 55 48.23300(W) AD(       ) 3
 SY3290
 SY3290.Superseded values are not recommended for survey control.
 SY3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3290.See file dsdata.txt to determine how the superseded data were derived.
 SY3290
 SY3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0520129639(NAD 83)
 SY3290_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3290
 SY3290  HISTORY     - Date     Condition        Report By
 SY3290  HISTORY     - 1936     MONUMENTED       CGS
 SY3290  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3290
 SY3290                          STATION DESCRIPTION
 SY3290
 SY3290'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3290'LOCATED ON THE E SIDE OF PICKERING PASSAGE ON A POINT ON SQUAXIN
 SY3290'ISLAND, 1/2 MILE S OF SALOM POINT.  A SMALL LAGOON ABOUT 60 FEET
 SY3290'LONG MAKES OUT ON THE POINT, WITH A NARROW RIM OF BEACH TO
 SY3290'SEAWARD.  STATION IS 10 FEET FROM THE NW EDGE OF THE ABOVE LAGOON
 SY3290'ON THE HIGH-WATER LINE.
 SY3290'
 SY3290'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY3290'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3290'
 SY3290'REFERENCE MARK NO.1 IS ON THE SAME RIM OF BEACH AS STATION,
 SY3290'ABOUT 40 FEET S OF THE LAGOON.
 SY3290'
 SY3290'REFERENCE MARK NO.2 IS ON THE EDGE OF SWAMP DIRECTLY INSHORE FROM
 SY3290'THE STATION ALONG THE N EDGE OF LAGOON.
 SY3290
 SY3290                          STATION RECOVERY (1958)
 SY3290
 SY3290'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3290'THIS STATION WAS SEARCHED FOR AND NOT FOUND.  THE MARK IS
 SY3290'PROBABLY COVERED BY GRASS AND GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2419 ***********************************************************************
 SA2419  DESIGNATION -  BASIN 2
 SA2419  PID         -  SA2419
 SA2419  STATE/COUNTY-  WA/GRANT
 SA2419  USGS QUAD   -  PRIEST RAPIDS NE (1986)
 SA2419
 SA2419                         *CURRENT SURVEY CONTROL
 SA2419  ___________________________________________________________________
 SA2419* NAD 83(1991)-  46 44 14.78058(N)    119 52 29.83942(W)     ADJUSTED  
 SA2419* NAVD 88     -       253.0    (meters)     830.     (feet)  VERTCON   
 SA2419  ___________________________________________________________________
 SA2419  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 SA2419  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SA2419
 SA2419  HORZ ORDER  -  THIRD
 SA2419
 SA2419.The horizontal coordinates were established by classical geodetic methods
 SA2419.and adjusted by the National Geodetic Survey in December 1991..
 SA2419.No horizontal observational check was made to the station.
 SA2419
 SA2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2419
 SA2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2419
 SA2419.The geoid height was determined by GEOID03.
 SA2419
 SA2419;                    North         East     Units Scale Factor Converg.
 SA2419;SPC WA S     -   156,256.089   547,766.359   MT  0.99991812   +0 27 14.5
 SA2419;SPC WA S     -   512,650.19  1,797,130.13   sFT  0.99991812   +0 27 14.5
 SA2419;UTM  11      - 5,180,001.702   280,366.924   MT  1.00019295   -2 05 40.0
 SA2419
 SA2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2419!SPC WA S     -   0.99996365  x   0.99991812  =   0.99988178
 SA2419!UTM  11      -   0.99996365  x   1.00019295  =   1.00015660
 SA2419
 SA2419|---------------------------------------------------------------------|
 SA2419| PID    Reference Object                     Distance      Geod. Az  |
 SA2419|                                                           dddmmss.s |
 SA2419| CF4434 BASIN 2 RM 3                         24.224 METERS 00348     |
 SA2419| SA2413 T15N R23E SE CORNER USBR 1948        19.072 METERS 04903     |
 SA2419| SA2414 BASIN                                12.910 METERS 08413     |
 SA2419| CF4432 BASIN RM 2                            4.128 METERS 12333     |
 SA2419| CF4433 BASIN 2 AZ MK                                      2722756.4 |
 SA2419| SA2428 BASIN AZ MK                         APPROX. 0.5 KM 2722803.1 |
 SA2419|---------------------------------------------------------------------|
 SA2419
 SA2419                          SUPERSEDED SURVEY CONTROL
 SA2419
 SA2419  NAD 83(1986)-  46 44 14.78931(N)    119 52 29.82706(W) AD(       ) 3
 SA2419  NAD 27      -  46 44 15.30892(N)    119 52 25.67100(W) AD(       ) 3
 SA2419  NGVD 29 (07/19/86)  251.9    (m)          826.     (f) VERT ANG       
 SA2419
 SA2419.Superseded values are not recommended for survey control.
 SA2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2419.See file dsdata.txt to determine how the superseded data were derived.
 SA2419
 SA2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM8036780002(NAD 83)
 SA2419_MARKER: DS = TRIANGULATION STATION DISK
 SA2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2419_STAMPING: BASIN 2 1968
 SA2419_MARK LOGO: CGS   
 SA2419_PROJECTION: FLUSH
 SA2419_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2419+STABILITY: SURFACE MOTION
 SA2419
 SA2419  HISTORY     - Date     Condition        Report By
 SA2419  HISTORY     - 1968     MONUMENTED       CGS
 SA2419  HISTORY     - 1970     GOOD             NGS
 SA2419  HISTORY     - 1982     GOOD             LOCENG
 SA2419  HISTORY     - 19830623 GOOD             NGS
 SA2419
 SA2419                          STATION DESCRIPTION
 SA2419
 SA2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (NET)
 SA2419'THIS STATION WAS ESTABLISHED TO REPLACE BASIN 1948.
 SA2419'
 SA2419'THE STATION IS ABOUT 6 MILES NORTH OF PRIEST RAPIDS DAM, 4 MILES
 SA2419'EAST OF THE COLUMBIA RIVER, 1 MILE EAST OF MATTAWA AND NEAR THE
 SA2419'NORTHEAST CORNER OF SEC. 1, T14N R23E.
 SA2419'
 SA2419'THE STATION MARK, STAMPED BASIN 2 1968, IS A STANDARD DISK SET IN
 SA2419'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 47 FEET
 SA2419'WEST OF THE PROPOSED NORTH-SOUTH ROAD, 46 FEET SOUTH OF THE
 SA2419'PROPOSED CENTERLINE OF THE EAST-WEST ROAD, 26 FEET SOUTH OF THE
 SA2419'CENTER OF THE EXISTING ROAD AND ONE FOOT WEST OF A METAL
 SA2419'WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 SA2419'BASIN 2 1968, SET IN CONCRETE 2.2 FEET BELOW GROUND.
 SA2419'
 SA2419'REFERENCE MARK NO. 2, STAMPED BASIN NO 2 1948, IS A STANDARD DISK
 SA2419'WELDED TO A 1-INCH PIPE WHICH PROJECTS 6 INCHES.  IT IS 53 FEET
 SA2419'SOUTH OF THE PROPOSED CENTERLINE OF THE EAST-WEST ROAD, 35 FEET
 SA2419'WEST OF THE CENTERLINE OF THE PROPOSED NORTH-SOUTH ROAD AND ONE
 SA2419'FOOT SOUTH OF A METAL WITNESS POST.  THE ARROW ON THE DISK
 SA2419'POINTS TO BASIN 1948, NOT TO BASIN 2 1968.
 SA2419'
 SA2419'REFERENCE MARK NO. 3, STAMPED BASIN 2 NO 3 1968, IS A STANDARD
 SA2419'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ONE INCH.  IT
 SA2419'IS 34 FEET NORTH OF THE PROPOSED CENTERLINE OF THE EAST-WEST ROAD,
 SA2419'41.5 FEET WEST OF THE CENTERLINE OF THE PROPOSED NORTH-SOUTH ROAD
 SA2419'AND 18 INCHES SOUTH-SOUTHWEST OF A YELLOW, 4-INCH SQUARE, 2-FOOT
 SA2419'HIGH CONCRETE, SECTION CORNER WITNESS POST.
 SA2419'
 SA2419'THE BUREAU OF RECLAMATION SECTION CORNER DISK, STAMPED T15N R23E
 SA2419'R24E S36 S31 S1 S6 T14N 38, IS ON THE PROPOSED NORTH-SOUTH ROAD
 SA2419'CENTERLINE, BUT ACCORDING TO EXISTING STAKES, THE EAST-WEST
 SA2419'CENTERLINE WILL PASS ABOUT 4 FEET NORTH OF THIS MARK.  COUNTY
 SA2419'ENGINEERS SAY THIS MARK WILL BE REMOVED DURING CONSTRUCTION AND
 SA2419'REPLACED LATER.
 SA2419'
 SA2419'TO REACH THE STATION FROM THE CROSSROAD AT THE NORTHEAST CORNER OF
 SA2419'MATTAWA, GO EAST 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT,
 SA2419'CONTINUE EAST 0.35 MILE TO THE SECTION CORNER AND THE STATION ON
 SA2419'THE RIGHT.
 SA2419'
 SA2419'THE AZIMUTH MARK, STAMPED BASIN 1948, IS A STANDARD DISK SET IN
 SA2419'A SQUARE CONCRETE POST 2 INCHES BELOW GROUND, 27 FEET NORTH OF THE
 SA2419'CENTER OF THE EXISTING ROAD, 7 FEET NORTH OF THE PROPOSED
 SA2419'CENTERLINE OF THE EAST-WEST ROAD, AND THIS MARK WILL VERY LIKELY BE
 SA2419'DESTROYED OR BURIED DURING CONSTRUCTION.  AN AZIMUTH CAN BE
 SA2419'OBTAINED BY USING AN ECCENTRIC POINT OR REFERENCE MARK AT
 SA2419'TRIANGULATION STATION SENTINEL (U.S.G.S.).
 SA2419'
 SA2419'THE AZIMUTH TO THE AZIMUTH MARK FROM BASIN 2 1968 IS 92 DEG 28 MIN
 SA2419'08.5 SEC.
 SA2419
 SA2419                          STATION RECOVERY (1970)
 SA2419
 SA2419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SA2419'THE STATION IS ABOUT 6 MILES NORTH OF PRIEST RAPIDS DAM, 4 MILES
 SA2419'EAST OF THE COLUMBIA RIVER, 1 MILE EAST OF MATTAWA AND NEAR THE
 SA2419'NORTHEAST CORNER OF SECTION 1, T 14 N, R 23 E.
 SA2419'
 SA2419'THE STATION MARK, STAMPED BASIN 2 1968, IS A STANDARD DISK SET IN
 SA2419'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 46 FEET WEST
 SA2419'OF THE CENTER OF A FIELD ENTRANCE, 42 FEET SOUTH OF THE CENTER OF
 SA2419'THE ROAD, 13 FEET WEST OF A POWER POLE, 1 FOOT SOUTH OF THE UPPER
 SA2419'EDGE OF THE BACKSLOPE, 1 FOOT WEST OF A METAL WITNESS POST AND 1
 SA2419'FOOT HIGHER THAN THE ROAD.
 SA2419'
 SA2419'REFERENCE MARK NO. 2, STAMPED BASIN NO 2 1948, IS A STANDARD DISK
 SA2419'WELDED TO A 1 INCH PIPE WHICH PROJECTS 6 INCHES.  IT IS 49 FEET
 SA2419'SOUTH OF THE CENTER OF THE ROAD, 31 FEET WEST OF THE CENTER OF THE
 SA2419'FIELD ENTRANCE, 9 FEET SOUTH OF THE POWER POLE AND 1 FOOT SOUTH OF
 SA2419'A METAL WITNESS POST.  THE ARROW DOES NOT POINT TOWARD THE
 SA2419'STATION MARK.
 SA2419'
 SA2419'IT WAS REPORTED THAT REFERENCE MARK NO. 3 IS IN DANGER OF BEING
 SA2419'ERODED OUT BY WATER WHEN IRRIGATION BEGINS.
 SA2419'
 SA2419'REFERENCE MARK NO. 4, STAMPED BASIN 2 1968 NO 4 1970, IS A STANDARD
 SA2419'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE SHOULDER OF THE
 SA2419'ROAD.  IT IS 62 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE, 17.8
 SA2419'FEET NORTH OF THE CENTER OF THE ROAD AND 1 FOOT NORTH OF THE NORTH
 SA2419'EDGE OF THE BLACKTOP SURFACING.
 SA2419'
 SA2419'U.S.B.R. MARK IS A BUREAU OF RECLAMATION DISK STAMPED R 23 E R 24 E
 SA2419'S 36 S 31 S 1 S 6, IN A MONUMENT CASE, AT THE CENTER OF THE
 SA2419'INTERSECTION OF THE ROAD AND THE FIELD ENTRANCES.  THE DISK IS
 SA2419'ABOUT 2 INCHES LOWER THAN THE SURFACE OF THE ROAD.
 SA2419'
 SA2419'THE AZIMUTH MARK, STAMPED BASIN 2 1968 1970, IS A STANDARD DISK SET
 SA2419'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND ON THE EASTERN PART
 SA2419'OF A FIELD ENTRANCE.  IT IS 68 FEET NORTH-NORTHWEST OF A POWER
 SA2419'POLE, 23.0 FEET NORTH OF THE CENTER OF THE ROAD, 13 FEET EAST OF
 SA2419'THE CENTER OF THE FIELD ENTRANCE AND ABOUT 6 INCHES LOWER THAN
 SA2419'THE ROAD.
 SA2419'
 SA2419'TO REACH FROM THE CROSSROAD AT THE NORTHEAST CORNER OF MATTAWA, GO
 SA2419'EAST 0.65 MILE TO THE AZIMUTH MARK AT A FIELD ENTRANCE ON THE
 SA2419'LEFT, CONTINUE EAST 0.4 MILE TO FIELD ENTRANCES ON EITHER SIDE OF
 SA2419'THE ROAD AND THE STATION.
 SA2419
 SA2419                          STATION RECOVERY (1982)
 SA2419
 SA2419'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (OWC)
 SA2419'STATION RECOVERED GOOD COND. REF. MARKS NOT SEARCHED FOR AZIMUTH
 SA2419'MRK. DESTROYED.
 SA2419
 SA2419                          STATION RECOVERY (1983)
 SA2419
 SA2419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 SA2419'THE STATION MARK, REFERENCE MARKS 2, 3 AND 4 WERE RECOVERED IN GOOD
 SA2419'CONDITION.  THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS
 SA2419'COMPARED FAVORABLY WITH THE 1968 DATA.  THE AZIMUTH MARK HAS BEEN
 SA2419'DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.  A
 SA2419'COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 9.7 KM
 SA2419'(6.00 MI) NORTH OF PRIEST RAPIDS DAM, 6.4 KM (3.95 MI) EAST OF THE
 SA2419'COLUMBIA RIVER, 1.6 KM (1.00 MI) EAST OF MATTAWA IN SEC1 T14N R23E. TO
 SA2419'REACH THE STATION FROM THE POST OFFICE IN MATTAWA JUST NORTH OF THE
 SA2419'INTERSECTION OF WILLIAM AVENUE AND GOVERNMENT ROAD GO EAST ON
 SA2419'GOVERNMENT ROAD FOR 2.25 KM (1.40 MI) TO THE INTERSECTION OF 24
 SA2419'SOUTHWEST AND R SOUTHWEST AND THE MARK IN THE SOUTHWEST ANGLE OF THE
 SA2419'INTERSECTION.  THE STATION IS A STANDARD CGS DISK STAMPED BASIN 2
 SA2419'1968, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES OR 26
 SA2419'CM IN DIAMETER LOCATED 46 FT (14.0 M) W FROM THE CENTER OF THE GRAVEL
 SA2419'ROAD, 42 FT (12.8 M) S FROM THE CENTER OF THE SURFACED ROAD, AND 1 FT
 SA2419'(0.3 M) W FROM A WITNESS POST.  REFERENCE MARK NO 2 IS A STANDARD CGS
 SA2419'DISK STAMPED BASIN NO 2 1948, SET INTO THE TOP OF A METAL PIPE 3
 SA2419'INCHES OR 8 CM IN DIAMETER PROJECTING 6 INCHES OR 15 CM ABOVE THE
 SA2419'GROUND LOCATED 49 FT (14.9 M) S FROM THE CENTER OF THE SURFACED ROAD,
 SA2419'31 FT (9.4 M) W FROM THE CENTER OF THE GRAVELED ROAD, 9 FT (2.7 M) S
 SA2419'FROM A POWERPOLE, 1 FT (0.3 M) S FROM A WITNESS POST, AND 1 FT (0.3 M)
 SA2419'LOWER THAN THE STATION.  REFERENCE MARK NO 3 IS A STANDARD CGS DISK
 SA2419'STAMPED BASIN 2 NO 3 1968, SET INTO THE TOP OF A SQUARE CONCRETE
 SA2419'MONUMENT 10 INCHES OR 26 CM IN DIAMETER PROJECTING 18 INCHES OR 46 CM
 SA2419'ABOVE THE GROUND LOCATED 41 FT (12.5 M) W FROM THE CENTER OF GRAVELED
 SA2419'ROAD, 34 FT (10.4 M) N FROM THE CENTER OF THE SURFACED ROAD, 1.5 FT
 SA2419'(0.5 M) SW FROM A 4X4 INCH CONCRETE POST, AND 1 FT (0.3 M) LOWER THAN
 SA2419'THE STATION.  REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED BASIN
 SA2419'2 1968 NO 4 1970, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10
 SA2419'INCHES OR 26 CM IN DIAMETER FLUSH WITH GROUND LOCATED 63 FT (19.2 M) W
 SA2419'FROM THE CENTER OF THE SAND ROAD, 18 FT (5.5 M) N FROM THE CENTER OF
 SA2419'THE SURFACED ROAD, 1 FT (0.3 M) N FROM THE EDGE OF THE SURFACED ROAD,
 SA2419'AND 1 FT (0.3 M) LOWER THAN THE STATION.  AZIMUTH MARK NO 2 IS A
 SA2419'STANDARD NGS DISK STAMPED BASIN 2 1968 NO 2 1983, SET INTO THE TOP OF
 SA2419'A ROUND CONCRETE MONUMENT 12 INCHES OR 30 CM IN DIAMETER PROJECTING 6
 SA2419'INCHES OR 15 CM ABOVE THE GROUND LOCATED 33 FT (10.1 M) N FROM THE
 SA2419'CENTER OF THE ROAD, 30 FT (9.1 M) W FROM THE CENTER OF THE FIELD
 SA2419'APPROACH, 2 FT (0.6 M) S FROM THE RIGHT OF WAY FENCE, AND 3 FT (0.9 M)
 SA2419'E FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 SA2419'WEST ON THE SURFACED ROAD FOR 0.64 KM (0.40 MI) TO THE STATION ON THE
 SA2419'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5332 ***********************************************************************
 SY5332  DESIGNATION -  BASS
 SY5332  PID         -  SY5332
 SY5332  STATE/COUNTY-  WA/KITSAP
 SY5332  USGS QUAD   -  BREMERTON WEST (1981)
 SY5332
 SY5332                         *CURRENT SURVEY CONTROL
 SY5332  ___________________________________________________________________
 SY5332* NAD 83(1991)-  47 35 56.03137(N)    122 39 42.76117(W)     ADJUSTED  
 SY5332* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY5332  ___________________________________________________________________
 SY5332  LAPLACE CORR-         -13.81  (seconds)                    DEFLEC99
 SY5332  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 SY5332
 SY5332  HORZ ORDER  -  SECOND
 SY5332
 SY5332.The horizontal coordinates were established by classical geodetic methods
 SY5332.and adjusted by the National Geodetic Survey in December 1991..
 SY5332
 SY5332.The orthometric height was scaled from a topographic map.
 SY5332
 SY5332.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5332
 SY5332.The geoid height was determined by GEOID03.
 SY5332
 SY5332;                    North         East     Units Scale Factor Converg.
 SY5332;SPC WA N     -    68,220.202   362,505.113   MT  0.99998302   -1 21 41.0
 SY5332;SPC WA N     -   223,819.11  1,189,318.86   sFT  0.99998302   -1 21 41.0
 SY5332;UTM  10      - 5,271,776.306   525,417.247   MT  0.99960794   +0 14 58.9
 SY5332
 SY5332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5332!SPC WA N     -   1.00000244  x   0.99998302  =   0.99998546
 SY5332!UTM  10      -   1.00000244  x   0.99960794  =   0.99961038
 SY5332
 SY5332:                Primary Azimuth Mark                     Grid Az
 SY5332:SPC WA N     -  DIAMOND SHAPED REAR RNG BEACON           012 06 30.1
 SY5332:UTM  10      -  DIAMOND SHAPED REAR RNG BEACON           010 29 50.2
 SY5332
 SY5332|---------------------------------------------------------------------|
 SY5332| PID    Reference Object                     Distance      Geod. Az  |
 SY5332|                                                           dddmmss.s |
 SY5332| SY5337 DIAMOND SHAPED REAR RNG BEACON      APPROX. 0.5 KM 0104449.1 |
 SY5332| SY5338 BRICK                               451.515 METERS 0131001.4 |
 SY5332| SY5344 SQUARE SHAPED FRONT RNG BEACON      447.869 METERS 0144957.2 |
 SY5332| SY5358 SPERING                             381.315 METERS 04003     |
 SY5332| SY5334 SHELL                                97.414 METERS 17723     |
 SY5332| CF7148 BASS RM 1                             9.231 METERS 20646     |
 SY5332| CF7149 BASS RM 2                             7.539 METERS 25811     |
 SY5332| SY5329 CURRENT                             355.428 METERS 33133     |
 SY5332|---------------------------------------------------------------------|
 SY5332
 SY5332                          SUPERSEDED SURVEY CONTROL
 SY5332
 SY5332  NAD 83(1986)-  47 35 56.02638(N)    122 39 42.76783(W) AD(       ) 2
 SY5332  NAD 27      -  47 35 56.68700(N)    122 39 38.27200(W) AD(       ) 2
 SY5332
 SY5332.Superseded values are not recommended for survey control.
 SY5332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5332.See file dsdata.txt to determine how the superseded data were derived.
 SY5332
 SY5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2541771776(NAD 83)
 SY5332_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5332_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY5332
 SY5332  HISTORY     - Date     Condition        Report By
 SY5332  HISTORY     - 1935     MONUMENTED       CGS
 SY5332
 SY5332                          STATION DESCRIPTION
 SY5332
 SY5332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5332'LOCATED IN PUGET SOUND N AND W OF BREMERTON ON THE W SHORE OF
 SY5332'PORT WASHINGTON NARROWS ON THE E SIDE AND NEAR THE N END OF A
 SY5332'PENINSULA SEPARATING PHINNEY BAY AND OSTRICH BAY, DYES INLET, ON
 SY5332'THE MOST SOUTHERLY OF THREE DISTINCTLY MARKED ROUNDING POINTS
 SY5332'SEPARATED BY TWO SMALL POINTED BAYS, ON A JUTTING SANDSTONE
 SY5332'GRASS-COVERED POINT EXTENDING 10 METERS FROM THE HILL WITH A
 SY5332'HEIGHT OF 6 FEET ABOVE HIGH-WATER LINE AT ITS TOP.  THE STATION
 SY5332'IS ON THE TOP OF THE ROCK AND IN THE CENTER AND FLUSH WITH
 SY5332'GROUND.
 SY5332'
 SY5332'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5332'CONCRETE AS DESCRIBED IN NOTES 1C AND 11C.
 SY5332'
 SY5332'REFERENCE MARK NO.1 IS S OF THE STATION AND 3 METERS W OF THE
 SY5332'NEXT INDENTATION IN THE SHORELINE TO THE S.
 SY5332'
 SY5332'REFERENCE MARK NO.2 IS SW OF THE STATION AT THE FOOT OF THE HILL,
 SY5332'AND 2 METERS N OF THE REFERENCE MARK NO.2 THE GROUND DROPS 8
 SY5332'FEET TO A LOWER GRASSY STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1351 ***********************************************************************
 SX1351  DESIGNATION -  BASS
 SX1351  PID         -  SX1351
 SX1351  STATE/COUNTY-  WA/KING
 SX1351  USGS QUAD   -  CUMBERLAND (1993)
 SX1351
 SX1351                         *CURRENT SURVEY CONTROL
 SX1351  ___________________________________________________________________
 SX1351* NAD 83(1991)-  47 15 44.35795(N)    121 59 25.92206(W)     ADJUSTED  
 SX1351* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 SX1351  ___________________________________________________________________
 SX1351  LAPLACE CORR-          12.86  (seconds)                    DEFLEC99
 SX1351  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 SX1351
 SX1351  HORZ ORDER  -  SECOND
 SX1351
 SX1351.The horizontal coordinates were established by classical geodetic methods
 SX1351.and adjusted by the National Geodetic Survey in December 1991..
 SX1351
 SX1351.The orthometric height was scaled from a topographic map.
 SX1351
 SX1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1351
 SX1351.The geoid height was determined by GEOID03.
 SX1351
 SX1351;                    North         East     Units Scale Factor Converg.
 SX1351;SPC WA N     -    29,824.313   412,418.323   MT  1.00005280   -0 51 41.6
 SX1351;SPC WA N     -    97,848.60  1,353,075.78   sFT  1.00005280   -0 51 41.6
 SX1351;SPC WA S     -   215,481.037   387,200.455   MT  0.99998453   -1 04 57.8
 SX1351;SPC WA S     -   706,957.37  1,270,340.16   sFT  0.99998453   -1 04 57.8
 SX1351;UTM  10      - 5,234,809.773   576,368.507   MT  0.99967167   +0 44 29.2
 SX1351
 SX1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1351!SPC WA N     -   0.99995988  x   1.00005280  =   1.00001268
 SX1351!SPC WA S     -   0.99995988  x   0.99998453  =   0.99994441
 SX1351!UTM  10      -   0.99995988  x   0.99967167  =   0.99963157
 SX1351
 SX1351|---------------------------------------------------------------------|
 SX1351| PID    Reference Object                     Distance      Geod. Az  |
 SX1351|                                                           dddmmss.s |
 SX1351| CF4077 BASS RM                               8.839 METERS 04713     |
 SX1351| SX1279 VEAZIE                              APPROX. 3.4 KM 1195037.1 |
 SX1351|---------------------------------------------------------------------|
 SX1351
 SX1351                          SUPERSEDED SURVEY CONTROL
 SX1351
 SX1351  NAD 83(1986)-  47 15 44.34856(N)    121 59 25.93462(W) AD(       ) 2
 SX1351  NAD 27      -  47 15 44.98700(N)    121 59 21.53300(W) AD(       ) 2
 SX1351
 SX1351.Superseded values are not recommended for survey control.
 SX1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1351.See file dsdata.txt to determine how the superseded data were derived.
 SX1351
 SX1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7636934810(NAD 83)
 SX1351_MARKER: Z = SEE DESCRIPTION
 SX1351_SETTING: 0 = UNSPECIFIED SETTING
 SX1351
 SX1351  HISTORY     - Date     Condition        Report By
 SX1351  HISTORY     - 1937     MONUMENTED       WAGS
 SX1351  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SX1351
 SX1351                          STATION DESCRIPTION
 SX1351
 SX1351'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1351'STATION IS IN NE 1/4 OF SW 1/4 OF SEC. 36, T.21, R.6.  IT IS
 SX1351'LOCATED ABOUT 14.0 MILES SE OF AUBURN, 5.0 MILES N OF ENUMCLAW
 SX1351'AND ABOUT 1.5 MILES N OF SMALL SETTLEMENT OF KRAIN, ALONG A SMALL
 SX1351'RIDGE THAT RUNS ABOUT N AND S, ON W SIDE OF BLACK DIAMOND ROAD
 SX1351'WHERE A HIGH TENSION DOUBLE POLE POWER LINE CROSSES ROAD AND RUNS
 SX1351'E AND W.  RIDGE IS ABOUT 200 FEET HIGH AND STATION IS LOCATED ON
 SX1351'A SMALL KNOLL ABOUT 100 YARDS SE OF POWER POLE NO.13-4.  FROM
 SX1351'STATION GROUND SLOPES OFF TO S AND E.
 SX1351'
 SX1351'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS
 SX1351'SET IN PRE-CAST CONCRETE POSTS.
 SX1351'
 SX1351'STATION MARK IS STAMPED J.P. DODD, KING COUNTY ENGINEER 1937.
 SX1351'
 SX1351'REFERENCE MARK IS SET 29.0 FEET MAGNETIC N 24 DEG E FROM STATION.
 SX1351'
 SX1351'STATION REACHED AS FOLLOWS--FROM SMALL SETTLEMENT OF KRAIN RUN
 SX1351'N ON BLACK DIAMOND ROAD (PAVEMENT AND GRAVEL) 1.5 MILES TO
 SX1351'WHERE DOUBLE POLE POWER LINE CROSSES ROAD.  FROM HERE FIND FAINT
 SX1351'TRAIL AND FOLLOW IT W ALONG POWER LINE ABOUT 1,250 FEET TO POLE
 SX1351'NO.13-4.  FROM HERE WALK ABOUT 210 FEET SSW TO STATION.
 SX1351'
 SX1351'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SX1351
 SX1351                          STATION RECOVERY (1952)
 SX1351
 SX1351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SX1351'STATION RECOVERED IN GOOD CONDITION.
 SX1351'
 SX1351'REFERENCE MARK FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1486 ***********************************************************************
 TR1486  DESIGNATION -  BASSILE
 TR1486  PID         -  TR1486
 TR1486  STATE/COUNTY-  WA/ISLAND
 TR1486  USGS QUAD   -  FREELAND (1978)
 TR1486
 TR1486                         *CURRENT SURVEY CONTROL
 TR1486  ___________________________________________________________________
 TR1486* NAD 83(1991)-  48 03 54.07267(N)    122 34 41.17321(W)     ADJUSTED  
 TR1486* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 TR1486  ___________________________________________________________________
 TR1486  LAPLACE CORR-         -10.35  (seconds)                    DEFLEC99
 TR1486  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 TR1486
 TR1486  HORZ ORDER  -  FIRST
 TR1486
 TR1486.The horizontal coordinates were established by classical geodetic methods
 TR1486.and adjusted by the National Geodetic Survey in December 1991..
 TR1486
 TR1486.The orthometric height was scaled from a topographic map.
 TR1486
 TR1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1486
 TR1486.The geoid height was determined by GEOID03.
 TR1486
 TR1486;                    North         East     Units Scale Factor Converg.
 TR1486;SPC WA N     -   119,885.223   369,978.183   MT  0.99994268   -1 17 56.5
 TR1486;SPC WA N     -   393,323.44  1,213,836.76   sFT  0.99994268   -1 17 56.5
 TR1486;UTM  10      - 5,323,613.078   531,431.973   MT  0.99961214   +0 18 49.9
 TR1486
 TR1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1486!SPC WA N     -   0.99998002  x   0.99994268  =   0.99992270
 TR1486!UTM  10      -   0.99998002  x   0.99961214  =   0.99959216
 TR1486
 TR1486:                Primary Azimuth Mark                     Grid Az
 TR1486:SPC WA N     -  HACKNEY IS WATER TANK                    045 47 53.3
 TR1486:UTM  10      -  HACKNEY IS WATER TANK                    044 11 06.9
 TR1486
 TR1486|---------------------------------------------------------------------|
 TR1486| PID    Reference Object                     Distance      Geod. Az  |
 TR1486|                                                           dddmmss.s |
 TR1486| TR1498 HACKNEY IS WATER TANK               APPROX. 5.4 KM 0442956.8 |
 TR1486| CF7546 BASSILE RM 1                         26.993 METERS 04455     |
 TR1486| CF7545 BASSILE AZ MK                                      1263543.5 |
 TR1486| CF7547 BASSILE RM 2                         25.363 METERS 28610     |
 TR1486|---------------------------------------------------------------------|
 TR1486
 TR1486                          SUPERSEDED SURVEY CONTROL
 TR1486
 TR1486  NAD 83(1986)-  48 03 54.07202(N)    122 34 41.17703(W) AD(       ) 1
 TR1486  NAD 27      -  48 03 54.73800(N)    122 34 36.61500(W) AD(       ) 1
 TR1486
 TR1486.Superseded values are not recommended for survey control.
 TR1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1486.See file dsdata.txt to determine how the superseded data were derived.
 TR1486
 TR1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3143223613(NAD 83)
 TR1486_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1486
 TR1486  HISTORY     - Date     Condition        Report By
 TR1486  HISTORY     - 1954     MONUMENTED       CGS
 TR1486  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1486  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR1486  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1486
 TR1486                          STATION DESCRIPTION
 TR1486
 TR1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR1486'THE STATION IS ON A WOODED NORTH-AND-SOUTH RIDGE, ABOUT 14 MILES
 TR1486'(AIRLINE) NORTHWEST OF THE SOUTH END OF WHIDBEY ISLAND, 11 MILES
 TR1486'SOUTH-SOUTHEAST OF COUPEVILLE, 8 MILES WEST-NORTHWEST OF LANGLEY,
 TR1486'AND 4 MILES NORTH-NORTHWEST OF FREELAND.
 TR1486'
 TR1486'TO REACH THE STATION FROM THE COURTHOUSE IN COUPEVILLE, GO SOUTH
 TR1486'ON STATE HIGHWAY 1-D FOR 0.7 MILE TO A CROSSROAD AT THE TRAFFIC
 TR1486'LIGHT IN PRAIRIE CENTER.  TURN LEFT AND FOLLOW STATE HIGHWAY 1-D
 TR1486'FOR 10.7 MILES TO THE POST OFFICE IN THE VILLAGE OF GREEN
 TR1486'BANK.  CONTINUE SOUTH ON THE HIGHWAY FOR 2.7 MILES TO A CROSSROAD
 TR1486'AT CALVINS GROCERY STORE AND UNION GAS STATION.  TURN RIGHT,
 TR1486'WEST, AND FOLLOW A WOODS ROAD UPHILL FOR 0.3 MILE TO THE AZIMUTH
 TR1486'MARK ON THE RIGHT AT A TRACK ROAD LEADING NORTH.  CONTINUE
 TR1486'WEST ON THE WOODS ROAD FOR 0.25 MILE TO A FORK.  TAKE LEFT FORK
 TR1486'AND GO ABOUT 100 FEET TO THE STATION ON THE LEFT.
 TR1486'
 TR1486'STATION MARKS ARE STANDARD DISKS, STAMPED BASSILE 1954.
 TR1486'
 TR1486'THE SURFACE STATION MARK IS SET IN A SQUARE CONCRETE MONUMENT, 35
 TR1486'FEET SOUTH OF A TRACK ROAD, AND 3.8 FEET SOUTHWEST OF A STANDARD
 TR1486'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES ABOVE GROUND.  THE
 TR1486'UNDERGROUND STATION MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 TR1486'36 INCHES BELOW GROUND.
 TR1486'
 TR1486'REFERENCE MARK 1, A STANDARD DISK SET IN A SQUARE CONCRETE
 TR1486'MONUMENT, AND STAMPED BASSILE NO 1 1954, IS 71 FEET WEST OF THE
 TR1486'MAIN WOODS ROAD, AND 10 FEET NORTH OF THE TRACK ROAD.  THE MONUMENT
 TR1486'PROJECTS 6 INCHES.
 TR1486'
 TR1486'REFERENCE MARK 2, A STANDARD DISK SET IN A SQUARE CONCRETE
 TR1486'MONUMENT, AND STAMPED BASSILE NO 2 1954, IS 10 FEET NORTH OF THE
 TR1486'TRACK ROAD.  THE MONUMENT PROJECTS 6 INCHES.
 TR1486'
 TR1486'AZIMUTH MARK, A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT,
 TR1486'AND STAMPED BASSILE 1954, IS 53 FEET NORTH OF THE ROAD LEADING TO
 TR1486'STATION, 11 FEET EAST OF A TRACK ROAD, AND 2 FEET NORTH OF A
 TR1486'STANDARD WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES.
 TR1486'
 TR1486'NOTE--A 90-FT. STEEL TOWER WAS USED.
 TR1486
 TR1486                          STATION RECOVERY (1955)
 TR1486
 TR1486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 TR1486'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 TR1486'WERE RECOVERED AS DESCRIBED.  THE DISTANCES AND THE DIRECTIONS
 TR1486'CHECKED WITH THE 1954 DATA.
 TR1486
 TR1486                          STATION RECOVERY (1958)
 TR1486
 TR1486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNH)
 TR1486'ORIGINAL DESCRIPTION ADEQUATE.
 TR1486'
 TR1486'ALSO RECOVERED RM 1 AND RM 2 AND AZIMUTH MARK.
 TR1486
 TR1486                          STATION RECOVERY (1960)
 TR1486
 TR1486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1486'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED AS DESCRIBED,
 TR1486'AND IN GOOD CONDITION.  DISTANCES AND STAMPINGS WERE TAKEN AND THEY
 TR1486'CHECKED WITH THE PREVIOUS NOTE.
 TR1486'
 TR1486'PREVIOUS DESCRIPTION ADEQUATE EXCEPT CALVINS GROCERY STORE AND
 TR1486'UNION GAS STATION ARE NOW CLOSED.  THE WOODS ROAD, LEADING TO
 TR1486'STATION, FROM GROCERY STORE AND GAS STATION, MENTIONED BY
 TR1486'R.A.G. IN 1954, IS NOW DESIGNATED AS COUNTY ROAD 23 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0329 ***********************************************************************
 SW0329  DESIGNATION -  BAT A
 SW0329  PID         -  SW0329
 SW0329  STATE/COUNTY-  WA/ADAMS
 SW0329  USGS QUAD   -  BATUM (1967)
 SW0329
 SW0329                         *CURRENT SURVEY CONTROL
 SW0329  ___________________________________________________________________
 SW0329* NAD 83(1991)-  47 11 23.42994(N)    118 49 16.52966(W)     ADJUSTED  
 SW0329* NAVD 88     -       527.048  (meters)    1729.16   (feet)  ADJUSTED  
 SW0329  ___________________________________________________________________
 SW0329  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 SW0329  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 SW0329  DYNAMIC HT  -         527.073 (meters)    1729.24  (feet)  COMP
 SW0329  MODELED GRAV-     980,643.6   (mgal)                       NAVD 88
 SW0329
 SW0329  HORZ ORDER  -  THIRD
 SW0329  VERT ORDER  -  SECOND    CLASS 0
 SW0329
 SW0329.The horizontal coordinates were established by classical geodetic methods
 SW0329.and adjusted by the National Geodetic Survey in December 1991..
 SW0329
 SW0329.The orthometric height was determined by differential leveling
 SW0329.and adjusted by the National Geodetic Survey in June 1991..
 SW0329
 SW0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0329
 SW0329.The geoid height was determined by GEOID03.
 SW0329
 SW0329.The dynamic height is computed by dividing the NAVD 88
 SW0329.geopotential number by the normal gravity value computed on the
 SW0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0329.degrees latitude (g = 980.6199 gals.).
 SW0329
 SW0329.The modeled gravity was interpolated from observed gravity values.
 SW0329
 SW0329;                    North         East     Units Scale Factor Converg.
 SW0329;SPC WA S     -   207,711.203   627,212.054   MT  0.99997033   +1 13 10.0
 SW0329;SPC WA S     -   681,465.84  2,057,778.21   sFT  0.99997033   +1 13 10.0
 SW0329;SPC WA N     -    23,100.797   652,481.140   MT  1.00007227   +1 29 52.9
 SW0329;SPC WA N     -    75,789.86  2,140,681.87   sFT  1.00007227   +1 29 52.9
 SW0329;UTM  11      - 5,227,869.804   362,030.742   MT  0.99983395   -1 20 10.7
 SW0329
 SW0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0329!SPC WA S     -   0.99992057  x   0.99997033  =   0.99989090
 SW0329!SPC WA N     -   0.99992057  x   1.00007227  =   0.99999283
 SW0329!UTM  11      -   0.99992057  x   0.99983395  =   0.99975453
 SW0329
 SW0329|---------------------------------------------------------------------|
 SW0329| PID    Reference Object                     Distance      Geod. Az  |
 SW0329|                                                           dddmmss.s |
 SW0329| SW0328 BAT A RM 1                           17.665 METERS 00143     |
 SW0329| SW0332 WING A                              486.424 METERS 2063852.4 |
 SW0329| SW0330 BAT A RM 2                           17.567 METERS 28151     |
 SW0329|---------------------------------------------------------------------|
 SW0329
 SW0329                          SUPERSEDED SURVEY CONTROL
 SW0329
 SW0329  NAD 83(1986)-  47 11 23.44075(N)    118 49 16.52000(W) AD(       ) 3
 SW0329  NAD 27      -  47 11 23.91890(N)    118 49 12.52130(W) AD(       ) 3
 SW0329  NGVD 29 (??/??/92)  525.93   (m)         1725.5    (f) COMPUTED    2 0
 SW0329
 SW0329.Superseded values are not recommended for survey control.
 SW0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0329.See file dsdata.txt to determine how the superseded data were derived.
 SW0329
 SW0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN6203127870(NAD 83)
 SW0329_MARKER: DS = TRIANGULATION STATION DISK
 SW0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0329_STAMPING: BAT A 1961
 SW0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0329+STABILITY: SURFACE MOTION
 SW0329
 SW0329  HISTORY     - Date     Condition        Report By
 SW0329  HISTORY     - 1961     MONUMENTED       CGS
 SW0329  HISTORY     - 1961     GOOD             CGS
 SW0329
 SW0329                          STATION DESCRIPTION
 SW0329
 SW0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SW0329'THE STATION IS LOCATED ABOUT 8-1/2 MILES AIRLINE EAST OF RUFF, 3
 SW0329'MILES SOUTH-SOUTHWEST OF THE BATUM GRAIN ELEVATOR AND AT THE
 SW0329'NORTHEAST CORNER OF TITAN MISSILE COMPLEX 1-A.
 SW0329'
 SW0329'TO REACH THE STATION FROM THE RAILROAD CROSSING IN WHEELER (THIS IS
 SW0329'JUST SOUTH OF A LARGE GRAIN ELEVATOR AND NORTH OF THE RAILROAD WATER
 SW0329'TANK).  GO EAST ON WHEELER ROAD FOR 8.0 MILES TO A CROSSROADS AND
 SW0329'STOP SIGN.  CONTINUE EAST ON THE PAVED ROAD FOR 6.2 MILES TO
 SW0329'STATION EDGAR 1957 ON THE RIGHT (THIS IS ABOUT 250 YARDS WEST OF
 SW0329'TWO HOUSES, ONE ON EITHER SIDE OF THE ROAD).  CONTINUE EAST FOR 2.7
 SW0329'MILES TO A CROSS ROADS AND STOP SIGN, TURN LEFT, NORTH, GO 3.9 MILES
 SW0329'TO THE ACCESS ROAD ON THE LEFT LEADING TO THE MISSILE SITE.  TURN
 SW0329'LEFT AND GO WEST ON THE ACCESS ROAD FOR 0.25 MILE TO THE SECURITY
 SW0329'GATE AT THE SOUTHEAST CORNER OF THE SITE.  TURN RIGHT JUST EAST OF
 SW0329'THE GATE AND GO NORTH ALONG THE EAST SIDE OF THE SECURITY FENCE FOR
 SW0329'0.25 MILE TO THE NORTHEAST CORNER AND THE STATION.
 SW0329'
 SW0329'THE STATION MARK, STAMPED BAT-A 1961, IS A STANDARD DISK SET IN
 SW0329'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 SW0329'IT IS 56 FEET NORTH OF THE NORTHEAST CORNER OF THE SECURITY FENCE
 SW0329'AND 2 FEET EAST OF A WITNESS POST.
 SW0329'
 SW0329'REFERENCE MARK NO 1, STAMPED BAT-A NO 1 1961, IS A STANDARD DISK
 SW0329'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 SW0329'INCHES.  IT IS 113 FEET NORTH OF THE NORTHEAST CORNER OF THE
 SW0329'SECURITY FENCE, 58 FEET NORTH OF A WITNESS POST AND AT THE SOUTH
 SW0329'EDGE OF A PLOWED FIELD.
 SW0329'
 SW0329'REFERENCE MARK NO 2, STAMPED BAT-A NO 2 1961, IS A STANDARD DISK
 SW0329'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 SW0329'INCHES.  IT IS 73 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 SW0329'SECURITY FENCE AND 55 FEET WEST OF A WITNESS POST.
 SW0329'
 SW0329'TRIANGULATION STATION WING-A CAN BE USED AS THE AZIMUTH MARK.
 SW0329
 SW0329                          STATION RECOVERY (1961)
 SW0329
 SW0329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SW0329'8.5 MI E FROM RUFF.
 SW0329'16.9 MILES EAST ALONG A GRAVELED AND SURFACED ROAD FROM THE RAILROAD
 SW0329'CROSSING AT WHEELER, THENCE NORTH ALONG A SURFACED ROAD FOR 3.9 MILES,
 SW0329'THENCE WEST ALONG A SURFACED ROAD FOR 0.25 MILE, THENCE NORTH FOR 0.25
 SW0329'MILE, 56 FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF A WITNESS POST,
 SW0329'AND SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0328 ***********************************************************************
 SW0328  DESIGNATION -  BAT A RM 1
 SW0328  PID         -  SW0328
 SW0328  STATE/COUNTY-  WA/ADAMS
 SW0328  USGS QUAD   -  BATUM (1967)
 SW0328
 SW0328                         *CURRENT SURVEY CONTROL
 SW0328  ___________________________________________________________________
 SW0328* NAD 83(1986)-  47 11 23.     (N)    118 49 16.     (W)     SCALED    
 SW0328* NAVD 88     -       526.657  (meters)    1727.87   (feet)  ADJUSTED  
 SW0328  ___________________________________________________________________
 SW0328  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 SW0328  DYNAMIC HT  -         526.682 (meters)    1727.96  (feet)  COMP
 SW0328  MODELED GRAV-     980,643.5   (mgal)                       NAVD 88
 SW0328
 SW0328  VERT ORDER  -  SECOND    CLASS 0
 SW0328
 SW0328.The horizontal coordinates were scaled from a topographic map and have
 SW0328.an estimated accuracy of +/- 6 seconds.
 SW0328
 SW0328.The orthometric height was determined by differential leveling
 SW0328.and adjusted by the National Geodetic Survey in June 1991..
 SW0328
 SW0328.The geoid height was determined by GEOID03.
 SW0328
 SW0328.The dynamic height is computed by dividing the NAVD 88
 SW0328.geopotential number by the normal gravity value computed on the
 SW0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0328.degrees latitude (g = 980.6199 gals.).
 SW0328
 SW0328.The modeled gravity was interpolated from observed gravity values.
 SW0328
 SW0328;                    North         East    Units  Estimated Accuracy
 SW0328;SPC WA S     -   207,700.      627,220.      MT  (+/- 180 meters Scaled)
 SW0328
 SW0328                          SUPERSEDED SURVEY CONTROL
 SW0328
 SW0328  NGVD 29 (??/??/92)  525.53   (m)         1724.2    (f) COMPUTED    2 0
 SW0328
 SW0328.Superseded values are not recommended for survey control.
 SW0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0328.See file dsdata.txt to determine how the superseded data were derived.
 SW0328
 SW0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN620278(NAD 83)
 SW0328_MARKER: DR = REFERENCE MARK DISK
 SW0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0328_STAMPING: BAT A NO 1 1961
 SW0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0328+STABILITY: SURFACE MOTION
 SW0328
 SW0328  HISTORY     - Date     Condition        Report By
 SW0328  HISTORY     - 1961     MONUMENTED       CGS
 SW0328
 SW0328                          STATION DESCRIPTION
 SW0328
 SW0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SW0328'8.5 MI E FROM RUFF.
 SW0328'16.9 MILES EAST ALONG A GRAVELED AND SURFACED ROAD FROM THE RAILROAD
 SW0328'CROSSING AT WHEELER, THENCE NORTH ALONG A SURFACED ROAD FOR 3.9 MILES,
 SW0328'THENCE WEST ALONG A SURFACED ROAD FOR 0.25 MILE, THENCE NORTH FOR 0.25
 SW0328'MILE, 113 FEET NORTH OF A FENCE CORNER, 58 FEET NORTH OF A WITNESS
 SW0328'POST, AT THE SOUTH EDGE OF A PLOWED FIELD, AND SET IN THE TOP OF A
 SW0328'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0330 ***********************************************************************
 SW0330  DESIGNATION -  BAT A RM 2
 SW0330  PID         -  SW0330
 SW0330  STATE/COUNTY-  WA/ADAMS
 SW0330  USGS QUAD   -  BATUM (1967)
 SW0330
 SW0330                         *CURRENT SURVEY CONTROL
 SW0330  ___________________________________________________________________
 SW0330* NAD 83(1986)-  47 11 23.     (N)    118 49 16.     (W)     SCALED    
 SW0330* NAVD 88     -       527.134  (meters)    1729.44   (feet)  ADJUSTED  
 SW0330  ___________________________________________________________________
 SW0330  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 SW0330  DYNAMIC HT  -         527.159 (meters)    1729.52  (feet)  COMP
 SW0330  MODELED GRAV-     980,643.5   (mgal)                       NAVD 88
 SW0330
 SW0330  VERT ORDER  -  SECOND    CLASS 0
 SW0330
 SW0330.The horizontal coordinates were scaled from a topographic map and have
 SW0330.an estimated accuracy of +/- 6 seconds.
 SW0330
 SW0330.The orthometric height was determined by differential leveling
 SW0330.and adjusted by the National Geodetic Survey in June 1991..
 SW0330
 SW0330.The geoid height was determined by GEOID03.
 SW0330
 SW0330.The dynamic height is computed by dividing the NAVD 88
 SW0330.geopotential number by the normal gravity value computed on the
 SW0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0330.degrees latitude (g = 980.6199 gals.).
 SW0330
 SW0330.The modeled gravity was interpolated from observed gravity values.
 SW0330
 SW0330;                    North         East    Units  Estimated Accuracy
 SW0330;SPC WA S     -   207,700.      627,220.      MT  (+/- 180 meters Scaled)
 SW0330
 SW0330                          SUPERSEDED SURVEY CONTROL
 SW0330
 SW0330  NGVD 29 (??/??/92)  526.01   (m)         1725.8    (f) COMPUTED    2 0
 SW0330
 SW0330.Superseded values are not recommended for survey control.
 SW0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0330.See file dsdata.txt to determine how the superseded data were derived.
 SW0330
 SW0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN620278(NAD 83)
 SW0330_MARKER: DR = REFERENCE MARK DISK
 SW0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0330_STAMPING: BAT A NO 2 1961
 SW0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0330+STABILITY: SURFACE MOTION
 SW0330
 SW0330  HISTORY     - Date     Condition        Report By
 SW0330  HISTORY     - 1961     MONUMENTED       CGS
 SW0330
 SW0330                          STATION DESCRIPTION
 SW0330
 SW0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SW0330'8.5 MI E FROM RUFF.
 SW0330'16.9 MILES EAST ALONG A GRAVELED AND SURFACED ROAD FROM THE RAILROAD
 SW0330'CROSSING AT WHEELER, THENCE NORTH ALONG A SURFACED ROAD FOR 3.9 MILES,
 SW0330'THENCE WEST ALONG A SURFACED ROAD FOR 0.25 MILE, THENCE NORTH FOR 0.25
 SW0330'MILE, 73 FEET NORTHWEST OF A FENCE CORNER, 55 FEET WEST OF A WITNESS
 SW0330'POST, AND SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3
 SW0330'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4598 ***********************************************************************
 SY4598  DESIGNATION -  BATH FLAGPOLE
 SY4598  PID         -  SY4598
 SY4598  STATE/COUNTY-  WA/KING
 SY4598  USGS QUAD   -  TACOMA NORTH (1994)
 SY4598
 SY4598                         *CURRENT SURVEY CONTROL
 SY4598  ___________________________________________________________________
 SY4598* NAD 83(1991)-  47 35 43.50945(N)    122 23 14.18809(W)     ADJUSTED  
 SY4598* NAVD 88     -                                                        
 SY4598  ___________________________________________________________________
 SY4598  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 SY4598  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY4598
 SY4598  HORZ ORDER  -  THIRD
 SY4598
 SY4598.The horizontal coordinates were established by classical geodetic methods
 SY4598.and adjusted by the National Geodetic Survey in December 1991..
 SY4598
 SY4598
 SY4598.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4598
 SY4598.The geoid height was determined by GEOID03.
 SY4598
 SY4598;                    North         East     Units Scale Factor Converg.
 SY4598;SPC WA N     -    67,379.772   383,142.690   MT  0.99998357   -1 09 25.0
 SY4598;SPC WA N     -   221,061.80  1,257,027.31   sFT  0.99998357   -1 09 25.0
 SY4598;UTM  10      - 5,271,516.222   546,062.707   MT  0.99962607   +0 27 08.8
 SY4598
 SY4598                          SUPERSEDED SURVEY CONTROL
 SY4598
 SY4598  NAD 83(1986)-  47 35 43.50387(N)    122 23 14.19357(W) AD(       ) 4
 SY4598  NAD 27      -  47 35 44.15000(N)    122 23 09.74000(W) AD(       ) 3
 SY4598
 SY4598.Superseded values are not recommended for survey control.
 SY4598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4598.See file dsdata.txt to determine how the superseded data were derived.
 SY4598
 SY4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4606371516(NAD 83)
 SY4598_MARKER: 62 = FLAGPOLE
 SY4598
 SY4598  HISTORY     - Date     Condition        Report By
 SY4598  HISTORY     - 1917     FIRST OBSERVED   CGS
 SY4598
 SY4598                          STATION DESCRIPTION
 SY4598
 SY4598'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0636 ***********************************************************************
 SD0636  DESIGNATION -  BATTERY 1873
 SD0636  PID         -  SD0636
 SD0636  STATE/COUNTY-  WA/PACIFIC
 SD0636  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0636
 SD0636                         *CURRENT SURVEY CONTROL
 SD0636  ___________________________________________________________________
 SD0636* NAD 83(1991)-  46 16 35.71087(N)    124 02 54.92440(W)     ADJUSTED  
 SD0636* NAVD 88     -        82.7    (meters)     271.     (feet)  VERTCON   
 SD0636  ___________________________________________________________________
 SD0636  LAPLACE CORR-          13.88  (seconds)                    DEFLEC99
 SD0636  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 SD0636
 SD0636  HORZ ORDER  -  THIRD
 SD0636
 SD0636.The horizontal coordinates were established by classical geodetic methods
 SD0636.and adjusted by the National Geodetic Survey in December 1991..
 SD0636
 SD0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0636
 SD0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0636
 SD0636.The geoid height was determined by GEOID03.
 SD0636
 SD0636;                    North         East     Units Scale Factor Converg.
 SD0636;SPC WA S     -   110,993.130   226,599.047   MT  0.99992902   -2 34 39.7
 SD0636;SPC WA S     -   364,149.96    743,433.71   sFT  0.99992902   -2 34 39.7
 SD0636;SPC OR N     -   296,045.905 2,226,552.859   MT  1.00008215   -2 30 59.8
 SD0636;SPC OR N     -   971,279.22  7,304,963.45   iFT  1.00008215   -2 30 59.8
 SD0636;UTM  10      - 5,125,313.171   419,210.952   MT  0.99968023   -0 45 28.2
 SD0636
 SD0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0636!SPC WA S     -   0.99999084  x   0.99992902  =   0.99991986
 SD0636!SPC OR N     -   0.99999084  x   1.00008215  =   1.00007299
 SD0636!UTM  10      -   0.99999084  x   0.99968023  =   0.99967108
 SD0636
 SD0636:                Primary Azimuth Mark                     Grid Az
 SD0636:SPC WA S     -  SCARBORO HILL 2 RESET                    104 11 04.2
 SD0636:SPC OR N     -  SCARBORO HILL 2 RESET                    104 07 24.3
 SD0636:UTM  10      -  SCARBORO HILL 2 RESET                    102 21 52.7
 SD0636
 SD0636|---------------------------------------------------------------------|
 SD0636| PID    Reference Object                     Distance      Geod. Az  |
 SD0636|                                                           dddmmss.s |
 SD0636| SC2299 SCARBORO HILL 2 RESET               APPROX.10.4 KM 1013624.5 |
 SD0636| SC2042 ASTORIA ADAIR SCHOOL CUPOLA         APPROX.21.1 KM 1162058.5 |
 SD0636| SC2034 ASTORIA TAYLOR SCHOOL CUPOLA        APPROX.18.4 KM 1223849.4 |
 SD0636| SC2071 ASTORIA SMITH POINT IRON CHIM       APPROX.18.1 KM 1261028.4 |
 SD0636| SC2155 JETTY A 1909                        APPROX. 9.9 KM 1391615.1 |
 SD0636| SC2139 FORT STEVENS FLAGSTAFF              APPROX.10.2 KM 1391949.8 |
 SD0636| SC2206 FORT STEVENS RNG TWR B C PRATT      APPROX.10.1 KM 1401820.2 |
 SD0636| SC2148 FORT STEVENS WATER TANK             APPROX.11.1 KM 1423538.3 |
 SD0636| SC2164 FORT STEVENS RANGE TOWER B          APPROX.10.3 KM 1424101.4 |
 SD0636| SC2166 FORT STEVENS RANGE TOWER A          APPROX.10.4 KM 1425801.5 |
 SD0636| SD0654 JETTY B TARGET 1909                 APPROX. 6.8 KM 1501313.6 |
 SD0636| RD2087 ISLET 1                             APPROX.36.9 KM 1733741.0 |
 SD0636| RD2088 ISLET 2                             APPROX.37.0 KM 1734255.7 |
 SD0636| SD0658 JETTY E TARGET 1909                 APPROX. 4.9 KM 1741503.8 |
 SD0636| SD0665 JETTY F TARGET 1909                 APPROX. 4.9 KM 1772347.7 |
 SD0636| SD0656 WEST END OF JETTY 1909              APPROX. 5.2 KM 2045747.9 |
 SD0636| SD0596 NORTH HEAD WIRELESS POLE            APPROX. 3.2 KM 3194839.7 |
 SD0636|---------------------------------------------------------------------|
 SD0636
 SD0636                          SUPERSEDED SURVEY CONTROL
 SD0636
 SD0636  NAD 83(1991)-  46 16 35.71087(N)    124 02 54.92440(W) AD(       ) 3
 SD0636  NAD 83(1986)-  46 16 35.71618(N)    124 02 54.89581(W) AD(       ) 3
 SD0636  NAD 27      -  46 16 36.35599(N)    124 02 50.34313(W) AD(       ) 3
 SD0636  NGVD 29 (07/19/86)   81.7    (m)          268.     (f) VERT ANG       
 SD0636
 SD0636.Superseded values are not recommended for survey control.
 SD0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0636.See file dsdata.txt to determine how the superseded data were derived.
 SD0636
 SD0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1921125313(NAD 83)
 SD0636
 SD0636  HISTORY     - Date     Condition        Report By
 SD0636  HISTORY     - 1873     MONUMENTED       COASUR
 SD0636  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SD0636
 SD0636                          STATION DESCRIPTION
 SD0636
 SD0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0636'THIS STATION WAS SEARCHED FOR AND WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2783 ***********************************************************************
 RD2783  DESIGNATION -  BATTLE GROUND COLUMBIA ACAD TK
 RD2783  PID         -  RD2783
 RD2783  STATE/COUNTY-  WA/CLARK
 RD2783  USGS QUAD   -  BATTLE GROUND (1990)
 RD2783
 RD2783                         *CURRENT SURVEY CONTROL
 RD2783  ___________________________________________________________________
 RD2783* NAD 83(1991)-  45 45 36.05318(N)    122 33 33.05366(W)     ADJUSTED  
 RD2783* NAVD 88     -                                                        
 RD2783  ___________________________________________________________________
 RD2783  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 RD2783  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 RD2783
 RD2783  HORZ ORDER  -  THIRD
 RD2783
 RD2783.The horizontal coordinates were established by classical geodetic methods
 RD2783.and adjusted by the National Geodetic Survey in December 1991..
 RD2783
 RD2783
 RD2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2783
 RD2783.The geoid height was determined by GEOID03.
 RD2783
 RD2783;                    North         East     Units Scale Factor Converg.
 RD2783;SPC WA S     -    49,517.219   339,816.206   MT  1.00001743   -1 29 44.8
 RD2783;SPC WA S     -   162,457.74  1,114,880.34   sFT  1.00001743   -1 29 44.8
 RD2783;UTM  10      - 5,067,478.528   534,280.850   MT  0.99961445   +0 18 56.9
 RD2783
 RD2783                          SUPERSEDED SURVEY CONTROL
 RD2783
 RD2783  NAD 83(1991)-  45 45 36.05319(N)    122 33 33.05366(W) AD(       ) 4
 RD2783  NAD 83(1986)-  45 45 36.07003(N)    122 33 33.05364(W) AD(       ) 4
 RD2783  NAD 27      -  45 45 36.65140(N)    122 33 28.70560(W) AD(       ) 3
 RD2783
 RD2783.Superseded values are not recommended for survey control.
 RD2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2783.See file dsdata.txt to determine how the superseded data were derived.
 RD2783
 RD2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3428167479(NAD 83)
 RD2783_MARKER: 51 = TANK
 RD2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2783+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 RD2783
 RD2783  HISTORY     - Date     Condition        Report By
 RD2783  HISTORY     - 1962     FIRST OBSERVED   CGS
 RD2783  HISTORY     - 20020308 GOOD             USPSQD
 RD2783  HISTORY     - 20050707 GOOD             USPSQD
 RD2783
 RD2783                          STATION DESCRIPTION
 RD2783
 RD2783'DESCRIBED BY US POWER SQUADRON 2002 (GDH)
 RD2783'THE MARK IS LOCATED SOUTH-WEST OF BATTLE GROUND, WA IN MEADOW GLADE.
 RD2783'JUST NORTH-WEST OF THE INTERSECTION OF NE 112TH AVE AND NE 189TH ST.
 RD2783'ON THE SEVENTH-DAY ADVENTIST ACADEMY PROPERTY. THE TANK IS SILVER IN
 RD2783'COLOR AND VERIFIED BY GPS.
 RD2783
 RD2783                          STATION RECOVERY (2005)
 RD2783
 RD2783'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD2783'TANK HAS BLACK LETTERING COLUMBIA ACADEMY ON SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5114 ***********************************************************************
 SY5114  DESIGNATION -  BATTLE POINT LIGHT
 SY5114  PID         -  SY5114
 SY5114  STATE/COUNTY-  WA/KITSAP
 SY5114  USGS QUAD   -  SUQUAMISH (1981)
 SY5114
 SY5114                         *CURRENT SURVEY CONTROL
 SY5114  ___________________________________________________________________
 SY5114* NAD 83(1991)-  47 39 47.51438(N)    122 35 37.07764(W)     ADJUSTED  
 SY5114* NAVD 88     -                                                        
 SY5114  ___________________________________________________________________
 SY5114  LAPLACE CORR-         -12.69  (seconds)                    DEFLEC99
 SY5114  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 SY5114
 SY5114  HORZ ORDER  -  THIRD
 SY5114
 SY5114.The horizontal coordinates were established by classical geodetic methods
 SY5114.and adjusted by the National Geodetic Survey in December 1991..
 SY5114
 SY5114
 SY5114.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5114
 SY5114.The geoid height was determined by GEOID03.
 SY5114
 SY5114;                    North         East     Units Scale Factor Converg.
 SY5114;SPC WA N     -    75,247.689   367,799.333   MT  0.99997356   -1 18 38.1
 SY5114;SPC WA N     -   246,875.13  1,206,688.31   sFT  0.99997356   -1 18 38.1
 SY5114;UTM  10      - 5,278,947.211   530,509.927   MT  0.99961144   +0 18 01.4
 SY5114
 SY5114                          SUPERSEDED SURVEY CONTROL
 SY5114
 SY5114  NAD 83(1986)-  47 39 47.50969(N)    122 35 37.08322(W) AD(       ) 4
 SY5114  NAD 27      -  47 39 48.16400(N)    122 35 32.58600(W) AD(       ) 3
 SY5114
 SY5114.Superseded values are not recommended for survey control.
 SY5114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5114.See file dsdata.txt to determine how the superseded data were derived.
 SY5114
 SY5114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3051078947(NAD 83)
 SY5114
 SY5114  HISTORY     - Date     Condition        Report By
 SY5114  HISTORY     - 1934     MONUMENTED       CGS
 SY5114  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SY5114
 SY5114                          STATION DESCRIPTION
 SY5114
 SY5114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5114'A FLASHING WHITE LIGHT ON SPIT OFF BATTLE POINT E SIDE OF PORT
 SY5114'ORCHARD.  A WHITE HOUSE ON PILES.  TOP OF LANTERN.  NO.798 - 1934
 SY5114'LIGHT LIST.
 SY5114
 SY5114                          STATION RECOVERY (1950)
 SY5114
 SY5114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 SY5114'REPORT FROM NOTICE TO MARINERS NO. 22 DATED JUNE 3, 1950--THE
 SY5114'LIGHT HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5182 ***********************************************************************
 SY5182  DESIGNATION -  BATTLE PT NAV RAD STA MST 1956
 SY5182  PID         -  SY5182
 SY5182  STATE/COUNTY-  WA/KITSAP
 SY5182  USGS QUAD   -  SUQUAMISH (1981)
 SY5182
 SY5182                         *CURRENT SURVEY CONTROL
 SY5182  ___________________________________________________________________
 SY5182* NAD 83(1991)-  47 39 38.27338(N)    122 34 38.31054(W)     ADJUSTED  
 SY5182* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 SY5182  ___________________________________________________________________
 SY5182  LAPLACE CORR-         -11.83  (seconds)                    DEFLEC99
 SY5182  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 SY5182
 SY5182  HORZ ORDER  -  SECOND
 SY5182
 SY5182.The horizontal coordinates were established by classical geodetic methods
 SY5182.and adjusted by the National Geodetic Survey in December 1991..
 SY5182
 SY5182.The orthometric height was scaled from a topographic map.
 SY5182
 SY5182.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5182
 SY5182.The geoid height was determined by GEOID03.
 SY5182
 SY5182;                    North         East     Units Scale Factor Converg.
 SY5182;SPC WA N     -    74,934.455   369,018.622   MT  0.99997391   -1 17 54.3
 SY5182;SPC WA N     -   245,847.46  1,210,688.60   sFT  0.99997391   -1 17 54.3
 SY5182;UTM  10      - 5,278,668.478   531,737.096   MT  0.99961238   +0 18 44.8
 SY5182
 SY5182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5182!SPC WA N     -   0.99999624  x   0.99997391  =   0.99997015
 SY5182!UTM  10      -   0.99999624  x   0.99961238  =   0.99960863
 SY5182
 SY5182                          SUPERSEDED SURVEY CONTROL
 SY5182
 SY5182  NAD 83(1986)-  47 39 38.26858(N)    122 34 38.31595(W) AD(       ) 2
 SY5182  NAD 27      -  47 39 38.92300(N)    122 34 33.82600(W) AD(       ) 2
 SY5182
 SY5182.Superseded values are not recommended for survey control.
 SY5182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5182.See file dsdata.txt to determine how the superseded data were derived.
 SY5182
 SY5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3173778668(NAD 83)
 SY5182
 SY5182  HISTORY     - Date     Condition        Report By
 SY5182  HISTORY     - 1956     MONUMENTED       CGS
 SY5182  HISTORY     - 20010623 POOR             USPSQD
 SY5182
 SY5182                          STATION DESCRIPTION
 SY5182
 SY5182'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY5182'THE LIGHT AT THE TOP AND IN THE APPARENT CENTER OF THE BATTLE POINT
 SY5182'NAVAL RADIO STATION TRANSMITTING MAST LOCATED APPROXIMATELY 7 MILES
 SY5182'NORTHEAST OF BREMERTON, ABOUT 3 MILES NORTHWEST OF WINSLOW, ON THE
 SY5182'WEST SIDE OF BAINBRIDGE ISLAND NEAR BATTLE POINT.
 SY5182'
 SY5182'THE MAST CONSISTS OF A STEEL STRUCTURE APPROXIMATELY 15 FEET
 SY5182'SQUARE AND 800 FEET HIGH.  IT IS GUYED AT ABOUT THE 600 FOOT POINT.
 SY5182'
 SY5182'THE STRUCTURE COMES TO A POINT AT THE BASE AND RESTS ON AN
 SY5182'INSULATOR WHICH IS SUPPORTED BY A CONCRETE FOUNDATION THAT IS
 SY5182'APPROXIMATELY 8 FOOT SQUARE AT THE BASE SLOPED TO ABOUT 4 FOOT
 SY5182'SQUARE AT THE TOP AND PROJECTS ABOUT 11 FEET ABOVE THE GROUND.
 SY5182'
 SY5182'THE CENTER OF THE MAST, AT THE BASE, IS (256.41 METERS) NORTHEAST
 SY5182'OF TRIANGULATION STATION MAST 1956.
 SY5182
 SY5182                          STATION RECOVERY (2001)
 SY5182
 SY5182'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 SY5182'NOT FOUND.  DID NOT CONTACT USN BUT SEARCHED FROM DISTANCE OF .5 TO 2
 SY5182'NM FROM SITE OF SUPPOSED 800 FT TOWER BY EYE AND BINOCULAR.  ALSO
 SY5182'REVIEWED APPROP AERONAUTICAL AND NAUTICAL CHARTS AND TOWER NOT
 SY5182'REPORTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2254 ***********************************************************************
 TR2254  DESIGNATION -  BATTLESHIP
 TR2254  PID         -  TR2254
 TR2254  STATE/COUNTY-  WA/SAN JUAN
 TR2254  USGS QUAD   -  ROCHE HARBOR (1994)
 TR2254
 TR2254                         *CURRENT SURVEY CONTROL
 TR2254  ___________________________________________________________________
 TR2254* NAD 83(1991)-  48 37 28.60627(N)    123 11 08.14973(W)     ADJUSTED  
 TR2254* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 TR2254  ___________________________________________________________________
 TR2254  LAPLACE CORR-          -9.41  (seconds)                    DEFLEC99
 TR2254  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 TR2254
 TR2254  HORZ ORDER  -  SECOND
 TR2254
 TR2254.The horizontal coordinates were established by classical geodetic methods
 TR2254.and adjusted by the National Geodetic Survey in December 1991..
 TR2254
 TR2254.The orthometric height was scaled from a topographic map.
 TR2254
 TR2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2254
 TR2254.The geoid height was determined by GEOID03.
 TR2254
 TR2254;                    North         East     Units Scale Factor Converg.
 TR2254;SPC WA N     -   183,283.370   326,621.107   MT  0.99998137   -1 45 04.7
 TR2254;SPC WA N     -   601,322.19  1,071,589.42   sFT  0.99998137   -1 45 04.7
 TR2254;UTM  10      - 5,385,743.761   486,323.236   MT  0.99960230   -0 08 21.4
 TR2254
 TR2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2254!SPC WA N     -   1.00000202  x   0.99998137  =   0.99998339
 TR2254!UTM  10      -   1.00000202  x   0.99960230  =   0.99960431
 TR2254
 TR2254|---------------------------------------------------------------------|
 TR2254| PID    Reference Object                     Distance      Geod. Az  |
 TR2254|                                                           dddmmss.s |
 TR2254| CF7548 BATTLESHIP RM 1                       4.705 METERS 05948     |
 TR2254| TR2256 HENRY 2                             APPROX. 3.4 KM 2020323.3 |
 TR2254| CF7549 BATTLESHIP RM 2                      10.683 METERS 28909     |
 TR2254|---------------------------------------------------------------------|
 TR2254
 TR2254                          SUPERSEDED SURVEY CONTROL
 TR2254
 TR2254  NAD 83(1986)-  48 37 28.60644(N)    123 11 08.14957(W) AD(       ) 2
 TR2254  NAD 27      -  48 37 29.25100(N)    123 11 03.45900(W) AD(       ) 2
 TR2254
 TR2254.Superseded values are not recommended for survey control.
 TR2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2254.See file dsdata.txt to determine how the superseded data were derived.
 TR2254
 TR2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8632385744(NAD 83)
 TR2254
 TR2254  HISTORY     - Date     Condition        Report By
 TR2254  HISTORY     - 1942     MONUMENTED       CGS
 TR2254  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2254  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR2254  HISTORY     - 1959     SEE DESCRIPTION  CGS
 TR2254  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR2254  HISTORY     - 1989     GOOD             USPSQD
 TR2254
 TR2254                          STATION DESCRIPTION
 TR2254
 TR2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2254'STATION IS ON BATTLESHIP ISLAND, A SMALL ISLAND OFF THE NORTHERN
 TR2254'EXTREMITY OF HENRY ISLAND.  IT IS ON THE NW PART OF THE ISLAND,
 TR2254'10-1/2 FEET FROM THE HIGHEST POINT IN THE DIRECTION TO MT. DOUGLAS,
 TR2254'B.C., AND ABOUT 1 FOOT LOWER THAN THE HIGHEST POINT.
 TR2254
 TR2254                          STATION RECOVERY (1950)
 TR2254
 TR2254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2254'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2254'CONDITION.
 TR2254'
 TR2254'ON BATTLESHIP ISLAND, A SMALL ISLAND OFF THE N END OF HENRY ISLAND,
 TR2254'IN SPIEDEN CHANNEL, ON THE NW PART OF THE ISLAND, THE SW PART OF
 TR2254'WHICH HAS A CLUMP OF TREES GROWING ON IT, ABOUT 10 FEET NE OF THE
 TR2254'HIGHEST POINT OF THE ISLAND, A BRONZE STATION DISK STAMPED
 TR2254'BATTLESHIP 1942 SET IN A DRILL HOLE IN THE BEDROCK.
 TR2254'
 TR2254'R.M. 1 IS ENE OF THE STATION, A STANDARD TOPOGRAPHIC STATION DISK
 TR2254'WITH AN ARROW CUT IN IT, STAMPED BATTLESHIP REF M 1 1942 SET IN A
 TR2254'DRILL HOLE IN THE BEDROCK.
 TR2254'
 TR2254'R.M. 2 IS WNW OF THE STATION, A STANDARD TOPOGRAPHIC STATION DISK
 TR2254'WITH AN ARROW CUT IN IT, STAMPED BATTLESHIP RM NO 2 1942 SET IN A
 TR2254'DRILL HOLE IN THE BEDROCK.
 TR2254'
 TR2254'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2254
 TR2254                          STATION RECOVERY (1954)
 TR2254
 TR2254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2254'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2254'CONDITION.  DESCRIPTION IS ADEQUATE.  DISTANCES AND DIRECTIONS TO
 TR2254'REFERENCE MARKS WERE NOT TAKEN SINCE THE STATION WAS NOT OCCUPIED
 TR2254'FOR TRIANGULATION.
 TR2254
 TR2254                          STATION RECOVERY (1959)
 TR2254
 TR2254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJT)
 TR2254'STATION MARK AND 2 REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 TR2254'
 TR2254'ON BATTLESHIP ISLAND, A SMALL ISLAND OFF THE N END OF HENRY ISLAND,
 TR2254'IN SPIEDEN CHANNEL, ON THE NW PART OF THE ISLAND, THE SW PART OF
 TR2254'WHICH HAS A CLUMP OF TREES GROWING ON IT, ABOUT 10 FT. NE OF THE
 TR2254'HIGHEST POINT OF THE ISLAND, A BRONZE STATION DISK, STAMPED
 TR2254'BATTLESHIP 1942 SET IN A DRILL HOLE IN THE BEDROCK.
 TR2254'
 TR2254'REFERENCE MARK 1 IS E-NE OF THE STATION, A STANDARD
 TR2254'TOPOGRAPHIC-STATION DISK WITH AN ARROW CUT IN IT, STAMPED BATTLSHIP
 TR2254'REF M 1 1942 SET IN A DRILL HOLE IN THE BEDROCK.  THE PREVIOUS
 TR2254'RECOVERY NOTES STATES THAT THE SPELLING IS BATTLESHIP, THIS IS NOT
 TR2254'CORRECT.  THE LETTER E WAS OMITTED IN THE STAMPING.
 TR2254'
 TR2254'REFERENCE MARK 2 IS W-NW OF THE STATION, A STANDARD
 TR2254'TOPOGRAPHIC STATION DISK WITH AN ARROW CUT IN IT, STAMPED BATTLESHIP
 TR2254'RM NO 2 1942 SET IN A DRILL HOLE IN THE BEDROCK.
 TR2254'
 TR2254'THE DISTANCE TO THE REFERENCE MARKS WAS VERIFIED.
 TR2254
 TR2254                          STATION RECOVERY (1988)
 TR2254
 TR2254'RECOVERY NOTE BY US POWER SQUADRON 1988 (MT)
 TR2254'MARK NOT FOUND.
 TR2254
 TR2254                          STATION RECOVERY (1989)
 TR2254
 TR2254'RECOVERY NOTE BY US POWER SQUADRON 1989 (SG)
 TR2254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1305 ***********************************************************************
 SW1305  DESIGNATION -  BATUM
 SW1305  PID         -  SW1305
 SW1305  STATE/COUNTY-  WA/ADAMS
 SW1305  USGS QUAD   -  BATUM (1967)
 SW1305
 SW1305                         *CURRENT SURVEY CONTROL
 SW1305  ___________________________________________________________________
 SW1305* NAD 83(1991)-  47 12 08.50673(N)    118 48 32.46669(W)     ADJUSTED  
 SW1305* NAVD 88     -       550.7    (meters)    1807.     (feet)  VERTCON   
 SW1305  ___________________________________________________________________
 SW1305  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 SW1305  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 SW1305
 SW1305  HORZ ORDER  -  FIRST
 SW1305
 SW1305.The horizontal coordinates were established by classical geodetic methods
 SW1305.and adjusted by the National Geodetic Survey in December 1991..
 SW1305
 SW1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1305
 SW1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1305
 SW1305.The geoid height was determined by GEOID03.
 SW1305
 SW1305;                    North         East     Units Scale Factor Converg.
 SW1305;SPC WA S     -   209,122.711   628,109.576   MT  0.99997267   +1 13 42.0
 SW1305;SPC WA S     -   686,096.76  2,060,722.83   sFT  0.99997267   +1 13 42.0
 SW1305;SPC WA N     -    24,516.794   653,371.874   MT  1.00006879   +1 30 25.7
 SW1305;SPC WA N     -    80,435.51  2,143,604.22   sFT  1.00006879   +1 30 25.7
 SW1305;UTM  11      - 5,229,239.694   362,990.181   MT  0.99983070   -1 19 39.3
 SW1305
 SW1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1305!SPC WA S     -   0.99991685  x   0.99997267  =   0.99988952
 SW1305!SPC WA N     -   0.99991685  x   1.00006879  =   0.99998563
 SW1305!UTM  11      -   0.99991685  x   0.99983070  =   0.99974756
 SW1305
 SW1305|---------------------------------------------------------------------|
 SW1305| PID    Reference Object                     Distance      Geod. Az  |
 SW1305|                                                           dddmmss.s |
 SW1305| CF1915 BATUM RM 4                                         01754     |
 SW1305| CF1914 BATUM RM 3                                         04034     |
 SW1305| CF1913 BATUM RM                            419.700 METERS 0702903.5 |
 SW1305| SW1474 RUFF                                APPROX.14.7 KM 2771435.2 |
 SW1305|---------------------------------------------------------------------|
 SW1305
 SW1305                          SUPERSEDED SURVEY CONTROL
 SW1305
 SW1305  NAD 83(1986)-  47 12 08.51758(N)    118 48 32.45708(W) AD(       ) 1
 SW1305  NAD 27      -  47 12 08.99500(N)    118 48 28.46100(W) AD(       ) 1
 SW1305  NGVD 29 (07/19/86)  549.6    (m)         1803.     (f) VERT ANG       
 SW1305
 SW1305.Superseded values are not recommended for survey control.
 SW1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1305.See file dsdata.txt to determine how the superseded data were derived.
 SW1305
 SW1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN6299029240(NAD 83)
 SW1305_MARKER: DS = TRIANGULATION STATION DISK
 SW1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1305
 SW1305  HISTORY     - Date     Condition        Report By
 SW1305  HISTORY     - 1925     MONUMENTED       CGS
 SW1305  HISTORY     - 1961     GOOD             CGS
 SW1305  HISTORY     - 1967     GOOD             CGS
 SW1305
 SW1305                          STATION DESCRIPTION
 SW1305
 SW1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WHB)
 SW1305'ABOUT 2 MILES SOUTH OF BATUM RAILWAY STATION, 11-1/2 MILES WEST AND
 SW1305'3/4 MILE SOUTH OF TRIANGULATION STATION SCHOONOVER, 1/4 MILE EAST
 SW1305'OF THE GRAVELED ROAD LEADING FROM THE RITZVILLE-WHEELER HIGHWAY
 SW1305'NORTH THROUGH BATUM, ON THE HIGHEST POINT IN A CULTIVATED FIELD, IN
 SW1305'THE NORTHWEST QUARTER OF SEC. 29, T. 20 N., R. 32 E., 420 METERS
 SW1305'SOUTHWEST OF A CHURCH AND 143.5 METERS SOUTH OF THE CENTER OF THE
 SW1305'ROAD ON THE NORTH SIDE OF THE SECTION.  THE SURFACE-STATION MARK IS
 SW1305'BELOW THE PLOW LINE, 10 INCHES BELOW THE SURFACE OF THE GROUND.
 SW1305'
 SW1305'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 SW1305'SET IN CONCRETE.
 SW1305'
 SW1305'REFERENCE MARK IS IN THE NORTHWEST CORNER OF THE CHURCH YARD.
 SW1305'
 SW1305'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 SW1305
 SW1305                          STATION RECOVERY (1961)
 SW1305
 SW1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SW1305'*DISTANCE TO RMS MEASURED ALONG THE SURFACE OF THE GROUND, WITH
 SW1305'300 FOOT TAPE.
 SW1305'
 SW1305'THE STATION MARK WAS FOUND IN GOOD CONDITION, THE REFERENCE MARK
 SW1305'WAS NOT FOUND.  THE CHURCH WAS GONE AND THE ENTIRE AREA WAS UNDER
 SW1305'CULTIVATION.  *TWO NEW REFERENCE MARKS WERE SET.
 SW1305'
 SW1305'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF BATUM RAILWAY
 SW1305'STATION.
 SW1305'
 SW1305'TO REACH THE STATION FROM THE RAILROAD CROSSING IN WHEELER, 5 MILES
 SW1305'EAST OF MOSES LAKE, GO EAST ON THE WHEELER ROAD TOWARD RITZVILLE
 SW1305'FOR 8.0 MILES TO A CROSSROAD AND STOP SIGN, CONTINUE EAST FOR 8.9
 SW1305'MILES TO A CROSSROAD, TURN LEFT AND GO NORTH FOR 3.9 MILES TO THE
 SW1305'ACCESS ROAD, CONTINUE NORTH FOR 1.2 MILES TO A CROSSROAD.  TURN
 SW1305'RIGHT AND GO EAST FOR 0.3 MILE TO TOP OF THE RISE AND A FIELD
 SW1305'ENTRANCE ON THE RIGHT.  THE STATION MARK IS ABOUT 600 FEET SOUTHWEST
 SW1305'OF THE ENTRANCE.
 SW1305'
 SW1305'THE STATION MARK IS A STANDARD DISK STAMPED BATUM 1925, SET IN A
 SW1305'CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE SURFACE.
 SW1305'
 SW1305'RM 3 IS A STANDARD DISK STAMPED BATUM NO 3 1961, SET IN A SQUARE
 SW1305'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS 1 FOOT
 SW1305'WEST OF TELEPHONE POLE NUMBER 8.
 SW1305'
 SW1305'RM 4 IS A STANDARD DISK STAMPED BATUM NO 4 1961, SET IN
 SW1305'A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 30 FEET
 SW1305'SOUTH OF THE CENTER OF THE ROAD AND 1 FOOT SOUTHWEST OF TELEPHONE
 SW1305'POLE NUMBER 7.
 SW1305'
 SW1305'*OFFICE NOTE--THERE IS NO RECORD OF R.M 2 EVER BEING ESTABLISHED.
 SW1305
 SW1305                          STATION RECOVERY (1967)
 SW1305
 SW1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW1305'THE STATION IS ABOUT 21 MILES WEST OF RITZVILLE, 9 MILES NORTH OF
 SW1305'U.S. HIGHWAY 10 ON A HIGH POINT OF GROUND, IN SECTION 28, T 20 N, R
 SW1305'32 E.
 SW1305'
 SW1305'TO REACH FROM THE RAILROAD CROSSING AT BATUM GO SOUTH 2.1 MILES TO
 SW1305'A CROSSROAD, TURN LEFT AND GO EAST 0.3 MILE TO REFERENCE MARK NO. 4
 SW1305'ON THE RIGHT, REFERENCE MARK NO. 3 IS 240 FEET EAST OF RM 4.
 SW1305'
 SW1305'THE STATION MARK WAS RECOVERED IN GOOD CONDITION ABOUT 10 INCHES
 SW1305'BELOW GROUND.
 SW1305'
 SW1305'REFERENCE MARK NO. 3, STAMPED BATUM NO 3 1961, IS A STANDARD DISK
 SW1305'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES, ON THE WESTERN
 SW1305'EDGE OF THE SUMMIT OF A HILL, 31 FEET SOUTH OF THE CENTER OF THE
 SW1305'ROAD, 1 FOOT ABOVE THE ROAD AND A METAL WITNESS POST WAS SET 1 FOOT
 SW1305'NORTH OF THE MARK.
 SW1305'
 SW1305'REFERENCE MARK NO. 4, STAMPED BATUM NO 4 1961, IS A STANDARD DISK
 SW1305'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 31
 SW1305'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 2 FEET HIGHER THAN
 SW1305'THE ROAD AND 1/2 OF THE WAY DOWN THE WESTERN SLOPE OF THE HILL.  A
 SW1305'METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1299 ***********************************************************************
 SC1299  DESIGNATION -  BAUGH
 SC1299  PID         -  SC1299
 SC1299  STATE/COUNTY-  WA/LEWIS
 SC1299  USGS QUAD   -  MORTON (1993)
 SC1299
 SC1299                         *CURRENT SURVEY CONTROL
 SC1299  ___________________________________________________________________
 SC1299* NAD 83(1991)-  46 31 00.22018(N)    122 16 59.87644(W)     ADJUSTED  
 SC1299* NAVD 88     -       560.7    (meters)    1840.     (feet)  VERTCON   
 SC1299  ___________________________________________________________________
 SC1299  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 SC1299  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 SC1299
 SC1299  HORZ ORDER  -  THIRD
 SC1299
 SC1299.The horizontal coordinates were established by classical geodetic methods
 SC1299.and adjusted by the National Geodetic Survey in December 1991..
 SC1299
 SC1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1299
 SC1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1299
 SC1299.The geoid height was determined by GEOID03.
 SC1299
 SC1299;                    North         East     Units Scale Factor Converg.
 SC1299;SPC WA S     -   133,080.644   363,174.578   MT  0.99991531   -1 17 43.4
 SC1299;SPC WA S     -   436,615.41  1,191,515.26   sFT  0.99991531   -1 17 43.4
 SC1299;UTM  10      - 5,151,711.597   554,976.879   MT  0.99963715   +0 31 12.1
 SC1299
 SC1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1299!SPC WA S     -   0.99991539  x   0.99991531  =   0.99983071
 SC1299!UTM  10      -   0.99991539  x   0.99963715  =   0.99955257
 SC1299
 SC1299|---------------------------------------------------------------------|
 SC1299| PID    Reference Object                     Distance      Geod. Az  |
 SC1299|                                                           dddmmss.s |
 SC1299| CE2908 BAUGH RM 1                           11.118 METERS 04533     |
 SC1299| CE2909 BAUGH RM 2                            7.169 METERS 12109     |
 SC1299| SC1312 VANSON                              APPROX.15.6 KM 1392704.1 |
 SC1299|---------------------------------------------------------------------|
 SC1299
 SC1299                          SUPERSEDED SURVEY CONTROL
 SC1299
 SC1299  NAD 83(1991)-  46 31 00.22072(N)    122 16 59.87723(W) AD(       ) 3
 SC1299  NAD 83(1986)-  46 31 00.23719(N)    122 16 59.89653(W) AD(       ) 3
 SC1299  NAD 27      -  46 31 00.84300(N)    122 16 55.52800(W) AD(       ) 3
 SC1299  NGVD 29 (07/19/86)  559.6    (m)         1836.     (f) VERT ANG       
 SC1299
 SC1299.Superseded values are not recommended for survey control.
 SC1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1299.See file dsdata.txt to determine how the superseded data were derived.
 SC1299
 SC1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES5497751712(NAD 83)
 SC1299_MARKER: DS = TRIANGULATION STATION DISK
 SC1299_SETTING: 0 = UNSPECIFIED SETTING
 SC1299
 SC1299  HISTORY     - Date     Condition        Report By
 SC1299  HISTORY     - 1946     MONUMENTED       CGS
 SC1299  HISTORY     - 1955     GOOD             CGS
 SC1299
 SC1299                          STATION DESCRIPTION
 SC1299
 SC1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 SC1299'THE STATION IS LOCATED ON A LOGGING ROAD, 3 MILES AIR-LINE SOUTH
 SC1299'FROM MORTON, 4 MILES AIR-LINE, 8 MILES BY ROAD EAST FROM RIFFE,
 SC1299'ON THE SOUTH SIDE OF THE MAIN TRAVELED ROAD AT A CURVE IN ROAD
 SC1299'AND ABOUT 75 YARDS WEST OF A PLANKED ROAD LEADING NORTHERLY UP
 SC1299'SIDE-HILL TO OLD MILL SITE.
 SC1299'
 SC1299'THE STATION MARK IS A STANDARD BRONZE DISK SET IN CEMENT
 SC1299'BLOCK.  STAMPED BAUGH 1946.
 SC1299'
 SC1299'REFERENCE MARK NO 1, STAMPED BAUGH NO 1 1946, IS A STANDARD
 SC1299'BRONZE DISK SET IN BED-ROCK OUT-CROP IN BANK ON NORTH SIDE OF
 SC1299'ROAD.  1-1/2 FEET ABOVE STATION ELEVATION.
 SC1299'
 SC1299'REFERENCE MARK NO 2, STAMPED BAUGH NO 2 1946, IS A STANDARD
 SC1299'BRONZE DISK SET IN CEMENT BLOCK ALONG EDGE OF ROAD EAST OF
 SC1299'STATION.  IT IS AT STATION ELEVATION.
 SC1299'
 SC1299'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO 5 AND
 SC1299'STATE HIGHWAY NO 5L IN RIFFE GO NORTH ON STATE HIGHWAY NO 5L
 SC1299'TOWARDS MORTON FOR 4.1 MILES TO JUNCTION WHERE LOGGING ROAD LEADS
 SC1299'RIGHT.  TURN RIGHT ALONG GRAVELED LOGGING ROAD SOUTH AND EAST FOR
 SC1299'0.9 MILE TO FORK.  KEEP LEFT FORK FOR 1.8 MILES TO ANOTHER
 SC1299'FORK.  TURN RIGHT OVER PLANKED BRIDGE-WAY FOR 1.8 MILES TO
 SC1299'STATION SITE ON THE RIGHT SIDE OF ROAD AS DESCRIBED.
 SC1299
 SC1299                          STATION RECOVERY (1955)
 SC1299
 SC1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CMB)
 SC1299'STATION FOUND AS DESCRIBED.  IT IS NOW WITHIN THE PETERMAN HILL
 SC1299'TREE FARM OF WEST TACOMA NEWSPRINT CO.  ACCESS THROUGH LOCKED GATE
 SC1299'REQUIRES PERMISSION FROM THAT FIRM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1615 ***********************************************************************
 SC1615  DESIGNATION -  BAW FAW
 SC1615  PID         -  SC1615
 SC1615  STATE/COUNTY-  WA/LEWIS
 SC1615  USGS QUAD   -  BOISTFORT PEAK (1986)
 SC1615
 SC1615                         *CURRENT SURVEY CONTROL
 SC1615  ___________________________________________________________________
 SC1615* NAD 83(1991)-  46 29 17.32383(N)    123 12 55.10893(W)     ADJUSTED  
 SC1615* NAVD 88     -       948.9    (meters)    3113.     (feet)  VERTCON   
 SC1615  ___________________________________________________________________
 SC1615  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 SC1615  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SC1615
 SC1615  HORZ ORDER  -  SECOND
 SC1615
 SC1615.The horizontal coordinates were established by classical geodetic methods
 SC1615.and adjusted by the National Geodetic Survey in December 1991..
 SC1615
 SC1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1615
 SC1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1615
 SC1615.The geoid height was determined by GEOID03.
 SC1615
 SC1615;                    North         East     Units Scale Factor Converg.
 SC1615;SPC WA S     -   131,944.644   291,579.297   MT  0.99991602   -1 58 20.6
 SC1615;SPC WA S     -   432,888.39    956,623.08   sFT  0.99991602   -1 58 20.6
 SC1615;UTM  10      - 5,148,308.649   483,475.420   MT  0.99960336   -0 09 22.1
 SC1615
 SC1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1615!SPC WA S     -   0.99985451  x   0.99991602  =   0.99977054
 SC1615!UTM  10      -   0.99985451  x   0.99960336  =   0.99945793
 SC1615
 SC1615:                Primary Azimuth Mark                     Grid Az
 SC1615:SPC WA S     -  BEACON USE 1937                          044 59 35.7
 SC1615:UTM  10      -  BEACON USE 1937                          043 10 37.2
 SC1615
 SC1615|---------------------------------------------------------------------|
 SC1615| PID    Reference Object                     Distance      Geod. Az  |
 SC1615|                                                           dddmmss.s |
 SC1615| SC1571 BEACON USE 1937                     APPROX.27.7 KM 0430115.1 |
 SC1615| CE2912 BAW FAW RM 3                         15.155 METERS 08952     |
 SC1615| CE2911 BAW FAW RM 2                         14.588 METERS 15759     |
 SC1615| CE2910 BAW FAW RM 1                         13.960 METERS 25343     |
 SC1615|---------------------------------------------------------------------|
 SC1615
 SC1615                          SUPERSEDED SURVEY CONTROL
 SC1615
 SC1615  NAD 83(1991)-  46 29 17.32508(N)    123 12 55.10814(W) AD(       ) 2
 SC1615  NAD 83(1986)-  46 29 17.33315(N)    123 12 55.10357(W) AD(       ) 2
 SC1615  NAD 27      -  46 29 17.96554(N)    123 12 50.60070(W) AD(       ) 2
 SC1615  NGVD 29 (07/19/86)  947.9    (m)         3110.     (f) VERT ANG       
 SC1615
 SC1615.Superseded values are not recommended for survey control.
 SC1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1615.See file dsdata.txt to determine how the superseded data were derived.
 SC1615
 SC1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8347548309(NAD 83)
 SC1615_MARKER: Z = SEE DESCRIPTION
 SC1615_SETTING: 0 = UNSPECIFIED SETTING
 SC1615
 SC1615  HISTORY     - Date     Condition        Report By
 SC1615  HISTORY     - 1937     MONUMENTED       USE
 SC1615  HISTORY     - 1952     GOOD             USGS
 SC1615
 SC1615                          STATION DESCRIPTION
 SC1615
 SC1615'DESCRIBED BY US ENGINEERS 1937 (LRW)
 SC1615'STATION IS ABOUT 5.0 MILES SW OF KLABER, WASHINGTON, ON THE HIGHEST
 SC1615'POINT OF THE PEAK KNOWN LOCALLY AS BAW FAW PEAK.  STATION IS
 SC1615'DIRECTLY UNDERNEATH A HIGH WOODEN FOREST SERVICE LOOKOUT TOWER
 SC1615'KNOWN AS BAW FAW LOOKOUT TOWER.  STATION IS A STANDARD CORPS OF
 SC1615'ENGINEERS TRIANGULATION STATION MARK, STAMPED BAW FAW, 1937.
 SC1615'TABLET IS CEMENTED IN A 4-INCH IRON PIPE BURIED IN THE GROUND,
 SC1615'FLUSH WITH THE SURFACE.
 SC1615'
 SC1615'REFERENCE MARK NO.1 IS A STANDARD C. OF E. MAP CONTROL STATION
 SC1615'DISK, CEMENTED IN A 3-INCH IRON PIPE, BURIED IN THE GROUND WITH
 SC1615'ABOUT 3 INCHES PROTRUDING ABOVE THE SURFACE.  TABLET IS STAMPED
 SC1615'R.M.NO.1.  IT IS LOCATED 45.80 FEET SW OF THE STATION.  REFERENCE
 SC1615'MARK NO.2 IS A STANDARD C. OF E. MAP CONTROL STATION DISK,
 SC1615'CEMENTED IN A 3-INCH IRON PIPE, BURIED IN THE GROUND, WITH ABOUT
 SC1615'1 INCH PROTRUDING ABOVE THE SURFACE.  TABLET IS STAMPED
 SC1615'R.M.NO.2.  IT IS LOCATED 47.96 FEET SE OF THE STATION.
 SC1615'REFERENCE MARK NO.3 IS LOCATED ON THE SW CORNER OF A SMALL CABIN
 SC1615'USED BY THE FOREST SERVICE, 49.72 FEET, E OF THE STATION.
 SC1615'
 SC1615'TO REACH THE STATION FROM KLABER, WASHINGTON, TAKE WILDWOOD ROAD
 SC1615'S FOR ABOUT 2-1/4 MILES, TURN RIGHT ON COUNTY ROAD TO PE ELL, GO
 SC1615'ABOUT 2 MILES, TURN LEFT ON OLD DIRT ROAD THAT RUNS S TO LONG BELL
 SC1615'FIRE STATION, GO ABOUT 1.5 MILES TO A POINT WHERE THE ROAD
 SC1615'ENDS.  LEAVE TRUCK AND TAKE TRAIL TO THE RIGHT UP THE HILL TO THE
 SC1615'STATION.  TIME FROM TRUCK TO STATION LOADED.  3 HOURS.  THE
 SC1615'TRAIL THAT LEADS TO THE SUMMIT OF THE HILL IS A WELL-DEFINED CAT
 SC1615'TRAIL.
 SC1615'
 SC1615'NOTE--ALL MEASUREMENTS TO CORNERS OF THE TOWER ARE TO THE TOPS OF
 SC1615'THE INSIDE CORNERS OF CONCRETE BASES SUPPORTING THE LEGS OF THE
 SC1615'TOWER.
 SC1615
 SC1615                          STATION RECOVERY (1952)
 SC1615
 SC1615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC1615'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 SC1615'CONDITION EXCEPT RM 3 WAS NOT FOUND.  RMS AGREE WITH NGS.  NEW
 SC1615'TO REACH FOLLOWS.
 SC1615'
 SC1615'TO REACH FROM BOISTFORT SCHOOL, FOLLOW MAIN RD. 1.6 MI S. TO RD.
 SC1615'FORKS.  TAKE RIGHT FORK 0.7 MI TO INTERSECTION, CONTINUE STRAIGHT
 SC1615'AHEAD 1.6 MI TO INTERSECTION.  TURN LEFT 0.5 MI TO RD. FORKS.  TURN
 SC1615'RIGHT 0.2 MI TO RD. FORKS.  TURN RIGHT 0.6 MI TO RD. FORKS.  TAKE
 SC1615'LEFT FORK 0.2 MI TO RD. FORKS.  TAKE RIGHT FORK 1 MI TO RD. FORKS.
 SC1615'TAKE LEFT FORK 0.7 MI TO TRIPLE RD. FORKS.  TAKE LEFT FORK 1 MI TO
 SC1615'INTERSECTION, GO STRAIGHT AHEAD 2.4 MI TO RD. FORKS.  TAKE RIGHT
 SC1615'FORK 0.4 MI TO INTERSECTION.  TURN RIGHT 1 MI TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1195 ***********************************************************************
 TR1195  DESIGNATION -  BAXTER
 TR1195  PID         -  TR1195
 TR1195  STATE/COUNTY-  WA/SKAGIT
 TR1195  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1195
 TR1195                         *CURRENT SURVEY CONTROL
 TR1195  ___________________________________________________________________
 TR1195* NAD 83(1991)-  48 28 38.02200(N)    122 34 23.24441(W)     ADJUSTED  
 TR1195* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1195  ___________________________________________________________________
 TR1195  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 TR1195  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 TR1195
 TR1195  HORZ ORDER  -  THIRD
 TR1195
 TR1195.The horizontal coordinates were established by classical geodetic methods
 TR1195.and adjusted by the National Geodetic Survey in December 1991..
 TR1195
 TR1195.The orthometric height was scaled from a topographic map.
 TR1195
 TR1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1195
 TR1195.The geoid height was determined by GEOID03.
 TR1195
 TR1195;                    North         East     Units Scale Factor Converg.
 TR1195;SPC WA N     -   165,698.453   371,385.335   MT  0.99996190   -1 17 43.1
 TR1195;SPC WA N     -   543,629.01  1,218,453.39   sFT  0.99996190   -1 17 43.1
 TR1195;UTM  10      - 5,369,432.374   531,548.247   MT  0.99961223   +0 19 10.6
 TR1195
 TR1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1195!SPC WA N     -   1.00000294  x   0.99996190  =   0.99996484
 TR1195!UTM  10      -   1.00000294  x   0.99961223  =   0.99961517
 TR1195
 TR1195|---------------------------------------------------------------------|
 TR1195| PID    Reference Object                     Distance      Geod. Az  |
 TR1195|                                                           dddmmss.s |
 TR1195| CF7550 BAXTER RM 1                          23.135 METERS 05728     |
 TR1195| CF7551 BAXTER RM 2                          10.210 METERS 14208     |
 TR1195| TR1202 CLAY JONES                          APPROX. 1.4 KM 2035209.3 |
 TR1195| TR1233 ANACORTES PLYWOOD CO STACK          APPROX. 2.8 KM 3125747.7 |
 TR1195| TR1899 ANACORTES MORRISON MILL CO TK       APPROX. 4.3 KM 3220031.2 |
 TR1195| TR1903 ANACORTES MORRISON CO WOOD TK       APPROX. 4.4 KM 3252336.4 |
 TR1195| TR1905 ANACORTES MORRISON CO BRK STK       APPROX. 4.4 KM 3255431.7 |
 TR1195| TR1906 ANACORTES MORRISON MILL CO STK      APPROX. 4.4 KM 3260308.5 |
 TR1195|---------------------------------------------------------------------|
 TR1195
 TR1195                          SUPERSEDED SURVEY CONTROL
 TR1195
 TR1195  NAD 83(1986)-  48 28 38.02757(N)    122 34 23.25041(W) AD(       ) 3
 TR1195  NAD 27      -  48 28 38.64500(N)    122 34 18.64200(W) AD(       ) 3
 TR1195
 TR1195.Superseded values are not recommended for survey control.
 TR1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1195.See file dsdata.txt to determine how the superseded data were derived.
 TR1195
 TR1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3154869432(NAD 83)
 TR1195_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1195_SETTING: 80 = SET IN A BOULDER
 TR1195_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TR1195
 TR1195  HISTORY     - Date     Condition        Report By
 TR1195  HISTORY     - 1940     MONUMENTED       CGS
 TR1195  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1195  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1195  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1195
 TR1195                          STATION DESCRIPTION
 TR1195
 TR1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (BHR)
 TR1195'ON EAST SIDE OF FIDALGO BAY ABOUT 0.4 MILE FROM HEAD, ON THE SAME
 TR1195'GRAVEL SPIT AS GREAT NORTHERN RAILWAY TRESTLE THAT CROSSES THE
 TR1195'BAY.  THE MARK IS 4.7 METERS NORTHERLY OF TWELFTH TRESTLE BENT
 TR1195'(NEAREST PILE HAS TRIANGULAR BLAZE) WEST FROM WHERE BAXTER ROAD
 TR1195'GOES UNDER THE RAILWAY.  IT IS IN THE MIDDLE OF THE SPIT WITH
 TR1195'HIGH WATER LINE DISTANT 4 METERS ON THE NORTHERLY AND SOUTHERLY
 TR1195'SIDES, AND 25 METERS ON THE WESTERLY TIP AND IS 2 FEET ABOVE
 TR1195'MEAN HIGH WATER.  STATION ROCK IS JUST VISIBLE ALONG THE NORTH
 TR1195'SIDE OF THE TRESTLE AND STATION FID IS VISIBLE BETWEEN THE
 TR1195'BENTS.  STATION MARK STAMPED BAXTER 1940 IS A STANDARD DISK
 TR1195'CEMENTED IN DRILL HOLE IN BURIED GRANITE BOULDER THAT EXTENDS 2
 TR1195'INCHES ABOVE GROUND.  NOTE 5.
 TR1195'
 TR1195'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NO. 1 1940
 TR1195'CEMENTED IN DRILL HOLE IN BURIED BOULDER ACROSS SMALL BIGHT TO
 TR1195'NORTHWARD, AND AT EDGE OF EMBANKMENT TO ROAD.  NOTE 12D.
 TR1195'
 TR1195'REFERENCE MARK NO. 2 IS STANDARD DISK STAMPED NO. 2 1940
 TR1195'CEMENTED IN DRILL HOLE IN BURIED BOULDER EAST OF THE STATION, AND
 TR1195'2 METERS NORTH OF RAILWAY TRESTLE.  NOTE 12D.
 TR1195
 TR1195                          STATION RECOVERY (1953)
 TR1195
 TR1195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1195'NOT RECOVERED.  AN INTENSIVE TWO-HOUR SEARCH BY TWO MEN FAILED
 TR1195'TO UNCOVER ANY EVIDENCE OF THE STATION OR REFERENCE MARKS.  THE
 TR1195'SAND SPIT HAS BEEN ERODED CONSIDERABLY BY WAVE AND TIDAL ACTION
 TR1195'AND IS NOW LITTLE MORE THAN 8 FT. WIDE AT ITS WIDEST POINT.  THE
 TR1195'RAILROAD TRESTLE BENTS REFERRED TO HAVE ALL BEEN REPLACED
 TR1195'RECENTLY, AND THE BLAZE MARK DESTROYED.  STATION CONSIDERED LOST.
 TR1195
 TR1195                          STATION RECOVERY (1955)
 TR1195
 TR1195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (BM)
 TR1195'THIS STATION IS DESTROYED.  REFERENCE MARK 1 IS COVERED BY A NEW
 TR1195'HIGHWAY EMBANKMENT.  REFERENCE MARK 2 NOT FOUND.  THE GRANITE
 TR1195'BOULDER, IN WHICH THE STATION MARK IS EMBEDDED, HAS BEEN DISLODGED
 TR1195'BY EROSION AND WAS FOUND IN THE LOCATION DESCRIBED, BUT WITH THE
 TR1195'MARK ON THE UNDERSIDE.
 TR1195
 TR1195                          STATION RECOVERY (1955)
 TR1195
 TR1195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1195'STATION MARK WAS FOUND DESTROYED.  THE GRANITE BOULDER BEARING THE
 TR1195'STATION MARK WAS FOUND LYING LOOSE ON GRAVEL SPIT.  STATION MARK
 TR1195'WAS REMOVED FROM GRANITE BOULDER.  THE TWELFTH TRESTLE BENT
 TR1195'BEARING TRIANGULAR BLAZE IS NOW GONE.  NEW CREOSOTE PILE BENTS
 TR1195'ARE NOW IN PLACE, THROUGHOUT THE LENGTH OF THE TRESTLE.  BAXTER
 TR1195'ROAD NO LONGER GOES UNDER THE RAILWAY.  IT NOW CROSSES AT THE
 TR1195'SAME LEVEL AS THE RAILROAD TRACK NEAR THE SE END OF THE TRESTLE.
 TR1195'
 TR1195'REFERENCE MARK 1 WAS NOT FOUND.  BAXTER ROAD HAS BEEN IMPROVED
 TR1195'AND CONSIDERABLE FILL EXISTS AT THIS SITE AND REFERENCE MARK 1
 TR1195'IS BELIEVED TO BE COVERED BY ROAD FILL.
 TR1195'
 TR1195'REFERENCE MARK 2 WAS NOT FOUND.  IT IS BELIEVED THIS MARK WAS
 TR1195'DESTROYED DURING CONSTRUCTION AND REPLACING NEW BENTS ON THE GREAT
 TR1195'NORTHERN RAILWAY TRESTLE.
 TR1195'
 TR1195'NEW STATION BAXTER 2 1955 WAS ESTABLISHED NEAR THIS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2225 ***********************************************************************
 SA2225  DESIGNATION -  BAXTER
 SA2225  PID         -  SA2225
 SA2225  STATE/COUNTY-  WA/FRANKLIN
 SA2225  USGS QUAD   -  MATHEWS CORNER (1992)
 SA2225
 SA2225                         *CURRENT SURVEY CONTROL
 SA2225  ___________________________________________________________________
 SA2225* NAD 83(1991)-  46 27 27.51810(N)    119 14 57.44943(W)     ADJUSTED  
 SA2225* NAVD 88     -       264.2    (meters)     867.     (feet)  VERTCON   
 SA2225  ___________________________________________________________________
 SA2225  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 SA2225  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SA2225
 SA2225  HORZ ORDER  -  SECOND
 SA2225
 SA2225.The horizontal coordinates were established by classical geodetic methods
 SA2225.and adjusted by the National Geodetic Survey in December 1991..
 SA2225
 SA2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2225
 SA2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2225
 SA2225.The geoid height was determined by GEOID03.
 SA2225
 SA2225;                    North         East     Units Scale Factor Converg.
 SA2225;SPC WA S     -   125,728.275   596,070.159   MT  0.99991706   +0 54 30.6
 SA2225;SPC WA S     -   412,493.52  1,955,606.85   sFT  0.99991706   +0 54 30.6
 SA2225;UTM  11      - 5,147,355.089   327,275.840   MT  0.99996673   -1 37 51.0
 SA2225
 SA2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2225!SPC WA S     -   0.99996199  x   0.99991706  =   0.99987905
 SA2225!UTM  11      -   0.99996199  x   0.99996673  =   0.99992872
 SA2225
 SA2225|---------------------------------------------------------------------|
 SA2225| PID    Reference Object                     Distance      Geod. Az  |
 SA2225|                                                           dddmmss.s |
 SA2225| CF4438 BAXTER RM 1                           8.479 METERS 07927     |
 SA2225| CF4439 BAXTER RM 2                           8.200 METERS 17840     |
 SA2225| CF4437 BAXTER AZ MK                                       2040658.1 |
 SA2225|---------------------------------------------------------------------|
 SA2225
 SA2225                          SUPERSEDED SURVEY CONTROL
 SA2225
 SA2225  NAD 83(1991)-  46 27 27.51934(N)    119 14 57.44359(W) AD(       ) 2
 SA2225  NAD 83(1986)-  46 27 27.52728(N)    119 14 57.43991(W) AD(       ) 2
 SA2225  NAD 27      -  46 27 28.03400(N)    119 14 53.38600(W) AD(       ) 2
 SA2225  NGVD 29 (07/19/86)  263.1    (m)          863.     (f) VERT ANG       
 SA2225
 SA2225.Superseded values are not recommended for survey control.
 SA2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2225.See file dsdata.txt to determine how the superseded data were derived.
 SA2225
 SA2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2727647355(NAD 83)
 SA2225_MARKER: DS = TRIANGULATION STATION DISK
 SA2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2225
 SA2225  HISTORY     - Date     Condition        Report By
 SA2225  HISTORY     - 1947     MONUMENTED       CGS
 SA2225  HISTORY     - 1963     GOOD             CGS
 SA2225  HISTORY     - 1988     GOOD             WADNR
 SA2225
 SA2225                          STATION DESCRIPTION
 SA2225
 SA2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SA2225'THE STATION IS LOCATED ON THE EAST SIDE OF THE COLUMBIA RIVER,
 SA2225'ABOUT 18 MILES NORTHWEST OF PASCO, ABOUT 13 MILES NORTH NORTHEAST
 SA2225'OF RICHLAND, ABOUT 13 MILES SOUTHEAST OF HANDFORD, ABOUT 0.5 MILES
 SA2225'NORTH FROM WHERE THE POWERLINE GOES DOWN ACROSS THE RIVER WITH
 SA2225'TWO STEEL POLES AT THE RIVER CROSSING AND ON THE RIM OVER LOOKING
 SA2225'THE COLUMBIA RIVER.  THE STATION IS ON THE WESTERLY EDGE OF THE
 SA2225'HIGH FLAT TOP RIM BUT HIGHER GROUND BEING TO THE EAST.
 SA2225'
 SA2225'TO REACH FROM PASCO, FROM THE JUNCTION OF U.S. HIGHWAY NUMBER 410
 SA2225'AND 395, GO NORTH ON U.S. HIGHWAY NUMBER 395, FOR 0.8 MILES TO CITY
 SA2225'LIMITS.  TURN LEFT AND GO WEST, FOR 4.3 MILES.  TURN RIGHT AND GO
 SA2225'NORTH ON PAVED AND GRAVELED ROAD, FOR 10.9 MILES TO PUMPING
 SA2225'PLANT.  CONTINUE STRAIGHT AHEAD, ON RIVER ROAD, FOR 4.6 MILES TO
 SA2225'RANCH BUILDING ON RIGHT.  TAKE RIGHT FORK, FOR 0.1 MILES.  TAKE
 SA2225'LEFT FORK UP STEEP GRADE, FOR 0.5 MILES.  KEEP LEFT FORK
 SA2225'STRAIGHT AHEAD, FOR 0.2 MILES PASSING UNDER THE POWER LINE.  AT
 SA2225'THIS POINT BEAR RIGHT ACROSS COUNTRY, FOR 0.3 MILE TO TOP OF RIM
 SA2225'AND THE STATION.
 SA2225'
 SA2225'THE STATION IS A STANDARD DISK, STAMPED BAXTER 1947, SET INTO A
 SA2225'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
 SA2225'
 SA2225'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BAXTER NO 1
 SA2225'1947, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 SA2225'INCHES AND IS ABOUT ON THE SAME ELEVATION AS THE STATION.
 SA2225'
 SA2225'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BAXTER NO 2
 SA2225'1947, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 SA2225'INCHES AND IS ABOUT ON THE SAME ELEVATION AS THE STATION.
 SA2225'
 SA2225'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAXTER 1947, SET
 SA2225'INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.  IT IS
 SA2225'LOCATED ABOUT 0.25 MILE SOUTH SOUTHWEST OF THE STATION.  ABOUT 165
 SA2225'FEET NORTH OF THREE POWERLINE POLES, ABOUT 10 FEET NORTHWEST OF
 SA2225'THE POWER LINE ROAD, ON THE SUMMIT OF A NARROW RIDGE WHICH IS
 SA2225'ABOUT 200 FEET LOWER THAN THE STATION.
 SA2225
 SA2225                          STATION RECOVERY (1963)
 SA2225
 SA2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SA2225'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 SA2225'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  ROADS
 SA2225'HAVE CHANGED, A STEEL WITNESS POST WAS PLACED 3 FEET SOUTH OF THE
 SA2225'STATION MARK AND A STEEL WITNESS POST WAS PLACED 1-1/2 FEET EAST
 SA2225'OF THE AZIMUTH MARK.  A NEW TO REACH FOLLOWS.
 SA2225'
 SA2225'TO REACH THE STATION FROM THE COURT HOUSE IN PASCO GO NORTH ON
 SA2225'N. FOURTH AVENUE FOR 0.3 MILE TO COURT STREET, TURN LEFT AND GO
 SA2225'WEST ON COURT STREET FOR 4.0 MILES TO ROAD 68, TURN RIGHT AND GO
 SA2225'NORTH ON ROAD 68 FOR 4.0 MILES TO A FORK, TAKE LEFT FORK, ROAD 68
 SA2225'AND GO NORTHWEST FOR 6.0 MILES TO A PUMPING STATION AND THE END
 SA2225'OF THE MACADAM, CONTINUE NORTHERLY ON THE DIRT ROAD PARALLELING
 SA2225'THE RIVER FOR 4.5 MILES TO SOME RANCH BUILDINGS ON THE RIGHT,
 SA2225'CONTINUE NORTH ON THE DIRT ROAD FOR 0.05 MILE TO A BLADED ROAD ON
 SA2225'THE RIGHT, TURN RIGHT AND GO NORTHEAST ON BLADED UP STEEP
 SA2225'GRADE FOR 0.5 MILE TO A TRACK ROAD ON THE LEFT, JUST BEFORE
 SA2225'PASSING UNDER A POWER LINE, TURN LEFT AND GO NORTH ON THE TRACK
 SA2225'ROAD FOR 0.65 MILE TO THE EDGE OF A FIELD, HERE LEAVE THE TRACK
 SA2225'ROAD BY TURNING TO THE LEFT AND GO ALONG THE EDGE OF THE FIELD
 SA2225'TO THE WEST END AND THE STATION.
 SA2225
 SA2225                          STATION RECOVERY (1988)
 SA2225
 SA2225'RECOVERY NOTE BY WA DEPT OF NAT RES 1988 (JE)
 SA2225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1198 ***********************************************************************
 TR1198  DESIGNATION -  BAXTER 2 RESET
 TR1198  PID         -  TR1198
 TR1198  STATE/COUNTY-  WA/SKAGIT
 TR1198  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1198
 TR1198                         *CURRENT SURVEY CONTROL
 TR1198  ___________________________________________________________________
 TR1198* NAD 83(1991)-  48 28 38.03916(N)    122 34 23.23279(W)     ADJUSTED  
 TR1198* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1198  ___________________________________________________________________
 TR1198  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 TR1198  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 TR1198
 TR1198  HORZ ORDER  -  SECOND
 TR1198
 TR1198.The horizontal coordinates were established by classical geodetic methods
 TR1198.and adjusted by the National Geodetic Survey in December 1991..
 TR1198
 TR1198.The orthometric height was scaled from a topographic map.
 TR1198
 TR1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1198
 TR1198.The geoid height was determined by GEOID03.
 TR1198
 TR1198;                    North         East     Units Scale Factor Converg.
 TR1198;SPC WA N     -   165,698.978   371,385.586   MT  0.99996190   -1 17 43.1
 TR1198;SPC WA N     -   543,630.73  1,218,454.21   sFT  0.99996190   -1 17 43.1
 TR1198;UTM  10      - 5,369,432.905   531,548.483   MT  0.99961223   +0 19 10.6
 TR1198
 TR1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1198!SPC WA N     -   1.00000294  x   0.99996190  =   0.99996484
 TR1198!UTM  10      -   1.00000294  x   0.99961223  =   0.99961517
 TR1198
 TR1198|---------------------------------------------------------------------|
 TR1198| PID    Reference Object                     Distance      Geod. Az  |
 TR1198|                                                           dddmmss.s |
 TR1198| CF7553 BAXTER 2 RM 1                        21.176 METERS 06516     |
 TR1198| CF7554 BAXTER 2 RM 2                        24.690 METERS 12051     |
 TR1198| CF7552 BAXTER 2 RM 3                        27.606 METERS 13442     |
 TR1198| TR1189 FLATS                               APPROX. 0.9 KM 1692629.2 |
 TR1198|---------------------------------------------------------------------|
 TR1198
 TR1198                          SUPERSEDED SURVEY CONTROL
 TR1198
 TR1198  NAD 83(1986)-  48 28 38.04472(N)    122 34 23.23879(W) AD(       ) 2
 TR1198  NAD 27      -  48 28 38.66200(N)    122 34 18.63100(W) AD(       ) 2
 TR1198
 TR1198.Superseded values are not recommended for survey control.
 TR1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1198.See file dsdata.txt to determine how the superseded data were derived.
 TR1198
 TR1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3154869433(NAD 83)
 TR1198_MARKER: DS = TRIANGULATION STATION DISK
 TR1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1198
 TR1198  HISTORY     - Date     Condition        Report By
 TR1198  HISTORY     - 1975     MONUMENTED       NGS
 TR1198  HISTORY     - 1983     GOOD             USPSQD
 TR1198
 TR1198                          STATION DESCRIPTION
 TR1198
 TR1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 TR1198'THE CONCRETE POST WHICH HELD THE STATION MARK WAS FOUND WITH THE
 TR1198'TOP PORTION MISSING, LEAVING THE CONCRETE AND FORM BOARDS FLUSH
 TR1198'WITH THE BEACH.  REFERENCE MARK NO. 1 WAS FOUND IN GOOD
 TR1198'CONDITION.  REFERENCE MARK NO. 2 WAS NOT FOUND.  THE STATION WAS
 TR1198'RE-MARKED, USING THE DISTANCE FROM R.M. 1 AND THE ANGLE BETWEEN
 TR1198'FLATS 1955 AND REFERENCE MARK NO. 1.
 TR1198'
 TR1198'THE STATION IS ABOUT 2 MILES SOUTHEAST OF ANACORTES, ON THE EAST
 TR1198'SIDE OF FIDALGO BAY AND ON THE BEACH AT THE SOUTHEAST END OF THE
 TR1198'RAILROAD TRESTLE, IN SEC. 32, T 35 N, R 2 E..
 TR1198'
 TR1198'TO REACH FROM THE INTERSECTION OF COMMERCIAL AVE. AND STATE
 TR1198'HIGHWAY 20, ABOUT 1-1/2 MILES SOUTH OF THE MAIN BUSINESS SECTION
 TR1198'IN ANACORTES, GO EAST ON S. H. 20 FOR 2.6 MILES TO A ROAD RIGHT
 TR1198'TO DECEPTION PASS, CONTINUE STRAIGHT AHEAD, EAST, 0.5 MILE TO
 TR1198'CHRISTIANSEN RD, TURN LEFT AND GO 0.55 MILE TO A BLACKTOP ROAD
 TR1198'RIGHT, CONTINUE STRAIGHT AHEAD 0.45 MILE TO THE RAILROAD
 TR1198'CROSSING AND THE STATION ON THE LEFT, 50 YARDS NW OF THE ROAD.
 TR1198'
 TR1198'THE STATION MARK, STAMPED BAXTER 2 1955 1975, IS A STANDARD DISK
 TR1198'SET IN A SQUARE CONCRETE POST FLUSH WITH THE BEACH, BETWEEN THE
 TR1198'10TH AND 11TH SETS OF PILING SUPPORTING THE RAILROAD AND ON THE
 TR1198'NORTH SIDE OF THE TRESTLE, 19.0 FEET NORTH OF THE BOLT HEAD ON
 TR1198'THE EAST SIDE OF THE 10TH PILING AND 19.0 FEET NNE OF THE BOLT
 TR1198'HEAD ON THE EAST SIDE OF THE 11TH PILING.  IT IS 15 FEET SOUTH
 TR1198'OF THE PROJECTED CENTERLINE OF THE 2-FOOT DIAMETER CONCRETE
 TR1198'PIPE UNDER THE HIGHWAY, WHICH IS LISTED IN THE BOX SCORE.
 TR1198'
 TR1198'REFERENCE MARK NO. 1, STAMPED BAXTER 2 NO 1 1955, IS A STANDARD
 TR1198'DISK SET IN THE NORTH END OF A 3X5-FOOT BLACK ROCK WHICH PROJECTS
 TR1198'ABOUT 2 FEET ABOVE THE BEACH AND IS AT THE BOTTOM OF THE ROCKS
 TR1198'PROTECTING THE ROAD, AND 69.5 FEET NORTH OF THE CENTER OF THE WEST
 TR1198'END OF THE CONCRETE PIPE.
 TR1198'
 TR1198'REFERENCE MARK NO. 3, STAMPED BAXTER 2 1955 NO 3 1975, IS A
 TR1198'STANDARD DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND
 TR1198'AT THE SOUTH EDGE OF THE GRASS ON THE NORTH SIDE OF THE RAILROAD
 TR1198'TRESTLE, 38 FEET NORTHWEST OF THE SOUTHEAST END OF THE TRESTLE,
 TR1198'25 FEET SOUTH OF THE WEST END OF THE TWO-FOOT DIAMETER CONCRETE
 TR1198'PIPE, AND 3.0 FEET NORTH OF THE BOLT HEAD ON THE EAST SIDE OF
 TR1198'THE FOURTH PILING FROM THE SOUTHEAST END OF THE TRESTLE.
 TR1198'
 TR1198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1198'2 MILES SOUTHEAST OF ANACORTES.
 TR1198
 TR1198                          STATION RECOVERY (1983)
 TR1198
 TR1198'RECOVERY NOTE BY US POWER SQUADRON 1983 (MEH)
 TR1198'BAXTER 2 1955 1975 RECOVERED GOOD (ABOUT 3 INCHES ABOVE SANDY
 TR1198'BEACH).
 TR1198'
 TR1198'BAXTER 2 NO 1 1955 (USCGS REF MARK) RECOVERED GOOD.
 TR1198'
 TR1198'BAXTER 2 NO 3 1955 1975 (NATL. GEOD. SUR. REF MARK) RECOVERED GOOD.
 TR1198'
 TR1198'NOTE--RM NO 3 WAS UNDER 3-4 INCHES OF FINE BEACH GRAVEL, BUT WAS AS
 TR1198'DESCRIBED IN 1975 RECOVERY REPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2521 ***********************************************************************
 SC2521  DESIGNATION -  BAY
 SC2521  PID         -  SC2521
 SC2521  STATE/COUNTY-  WA/PACIFIC
 SC2521  USGS QUAD   -  BAY CENTER (1994)
 SC2521
 SC2521                         *CURRENT SURVEY CONTROL
 SC2521  ___________________________________________________________________
 SC2521* NAD 83(1991)-  46 37 34.63547(N)    123 55 56.65358(W)     ADJUSTED  
 SC2521* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC2521  ___________________________________________________________________
 SC2521  LAPLACE CORR-          17.80  (seconds)                    DEFLEC99
 SC2521  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SC2521
 SC2521  HORZ ORDER  -  THIRD
 SC2521
 SC2521.The horizontal coordinates were established by classical geodetic methods
 SC2521.and adjusted by the National Geodetic Survey in December 1991..
 SC2521
 SC2521.The orthometric height was scaled from a topographic map.
 SC2521
 SC2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2521
 SC2521.The geoid height was determined by GEOID03.
 SC2521
 SC2521;                    North         East     Units Scale Factor Converg.
 SC2521;SPC WA S     -   149,429.886   237,235.791   MT  0.99991486   -2 29 35.8
 SC2521;SPC WA S     -   490,254.55    778,331.09   sFT  0.99991486   -2 29 35.8
 SC2521;UTM  10      - 5,164,058.364   428,620.894   MT  0.99966262   -0 40 40.0
 SC2521
 SC2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2521!SPC WA S     -   1.00000337  x   0.99991486  =   0.99991823
 SC2521!UTM  10      -   1.00000337  x   0.99966262  =   0.99966599
 SC2521
 SC2521|---------------------------------------------------------------------|
 SC2521| PID    Reference Object                     Distance      Geod. Az  |
 SC2521|                                                           dddmmss.s |
 SC2521| CE2913 BAY RM 1                             12.756 METERS 00740     |
 SC2521| CE2914 BAY RM 2                             13.417 METERS 11750     |
 SC2521| SC2487 RIVER 1939                          APPROX. 1.8 KM 1510346.8 |
 SC2521| SC2461 BAY CENTER CANNERY NORTH VENT       APPROX. 1.2 KM 2463428.4 |
 SC2521| SC2527 BAY CENTER LIME FACTORY E GAB       APPROX. 1.5 KM 2844623.1 |
 SC2521|---------------------------------------------------------------------|
 SC2521
 SC2521                          SUPERSEDED SURVEY CONTROL
 SC2521
 SC2521  NAD 83(1991)-  46 37 34.63409(N)    123 55 56.65330(W) AD(       ) 3
 SC2521  NAD 83(1986)-  46 37 34.63423(N)    123 55 56.63894(W) AD(       ) 3
 SC2521  NAD 27      -  46 37 35.27128(N)    123 55 52.03809(W) AD(       ) 3
 SC2521
 SC2521.Superseded values are not recommended for survey control.
 SC2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2521.See file dsdata.txt to determine how the superseded data were derived.
 SC2521
 SC2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2862164058(NAD 83)
 SC2521_MARKER: Z = SEE DESCRIPTION
 SC2521_SETTING: 0 = UNSPECIFIED SETTING
 SC2521
 SC2521  HISTORY     - Date     Condition        Report By
 SC2521  HISTORY     - 1939     MONUMENTED       CGS
 SC2521  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2521  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SC2521
 SC2521                          STATION DESCRIPTION
 SC2521
 SC2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2521'STATION IS LOCATED ON A SMALL MARSH ISLAND CUT OFF FROM THE
 SC2521'MAINLAND BY A NARROW SLOUGH, IN THE MARSH AND ON THE E SIDE OF THE
 SC2521'PALIX RIVER, AND 1 MILE SE OF BAY CENTER AND ON S SIDE OF MOUTH OF
 SC2521'NIAWAKIUM RIVER.  STATION IS NEAR THE NW TANGENT OF THE ISLAND
 SC2521'(APPEARING AS POINT), ABOUT 13 METERS INSHORE FROM THE HIGH-WATER
 SC2521'LINE AND 130 METERS S OF THE N TIP OF ISLAND.
 SC2521'
 SC2521'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN 5-FOOT LENGTH OF
 SC2521'4-INCH CAST-IRON SOIL PIPE, PROTRUDING 1 FOOT ABOVE SURFACE.
 SC2521'
 SC2521'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE IN 2 1/2-FOOT
 SC2521'LENGTHS OF 4-INCH CAST-IRON SOIL PIPE.
 SC2521
 SC2521                          STATION RECOVERY (1953)
 SC2521
 SC2521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2521'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.  A
 SC2521'COMPLETE DESCRIPTION FOLLOWS--
 SC2521'
 SC2521'ABOUT 1-1/4 MI. SE OF BAY CENTER ON THE POINT BETWEEN THE PALIX
 SC2521'AND NIAWIAKUM RIVERS, ABOUT 2300 FT. W OF U.S. HIGHWAY 101, ABOUT
 SC2521'130 M. S OF THE N TIP OF A GRASS-COVERED MARSHY ISLAND FORMED BY
 SC2521'THE PALIX RIVER AND A SMALL SLOUGH TO THE E AND ABOUT 15 M. E OF
 SC2521'THE MEAN HIGH-WATERLINE, A STANDARD DISK, STAMPED BAY 1939,
 SC2521'CEMENTED IN THE TOP OF A SECTION OF 4-IN. CAST-IRON SOIL PIPE
 SC2521'PROJECTING 6 IN.
 SC2521'
 SC2521'REFERENCE MARK 1 IS N OF THE STATION, A STANDARD DISK, STAMPED BAY RM
 SC2521'1 1939, CEMENTED IN THE TOP OF A SECTION OF 4-IN. CAST-IRON SOIL PIPE
 SC2521'PROJECTING 3 IN.
 SC2521'
 SC2521'REFERENCE MARK 2 WAS NOT FOUND.
 SC2521
 SC2521                          STATION RECOVERY (1954)
 SC2521
 SC2521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAG)
 SC2521'STATION RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD CONDITION.
 SC2521'ORIGINAL DESCRIPTION CONSIDERED ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3087 ***********************************************************************
 SY3087  DESIGNATION -  BAY
 SY3087  PID         -  SY3087
 SY3087  STATE/COUNTY-  WA/PIERCE
 SY3087  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3087
 SY3087                         *CURRENT SURVEY CONTROL
 SY3087  ___________________________________________________________________
 SY3087* NAD 83(1991)-  47 12 25.92735(N)    122 44 41.95335(W)     ADJUSTED  
 SY3087* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SY3087  ___________________________________________________________________
 SY3087  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 SY3087  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 SY3087
 SY3087  HORZ ORDER  -  THIRD
 SY3087
 SY3087.The horizontal coordinates were established by classical geodetic methods
 SY3087.and adjusted by the National Geodetic Survey in December 1991..
 SY3087
 SY3087.The orthometric height was scaled from a topographic map.
 SY3087
 SY3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3087
 SY3087.The geoid height was determined by GEOID03.
 SY3087
 SY3087;                    North         East     Units Scale Factor Converg.
 SY3087;SPC WA S     -   210,707.629   329,943.938   MT  0.99997359   -1 37 50.7
 SY3087;SPC WA S     -   691,296.61  1,082,491.07   sFT  0.99997359   -1 37 50.7
 SY3087;UTM  10      - 5,228,221.678   519,312.423   MT  0.99960458   +0 11 13.7
 SY3087
 SY3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3087!SPC WA S     -   1.00000273  x   0.99997359  =   0.99997632
 SY3087!UTM  10      -   1.00000273  x   0.99960458  =   0.99960731
 SY3087
 SY3087|---------------------------------------------------------------------|
 SY3087| PID    Reference Object                     Distance      Geod. Az  |
 SY3087|                                                           dddmmss.s |
 SY3087| CE3350 BAY RM                               15.880 METERS 08825     |
 SY3087| SY3096 FIL 2                               APPROX. 0.9 KM 1572630.9 |
 SY3087|---------------------------------------------------------------------|
 SY3087
 SY3087                          SUPERSEDED SURVEY CONTROL
 SY3087
 SY3087  NAD 83(1986)-  47 12 25.92208(N)    122 44 41.96283(W) AD(       ) 3
 SY3087  NAD 27      -  47 12 26.57000(N)    122 44 37.49700(W) AD(       ) 3
 SY3087
 SY3087.Superseded values are not recommended for survey control.
 SY3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3087.See file dsdata.txt to determine how the superseded data were derived.
 SY3087
 SY3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1931228222(NAD 83)
 SY3087_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3087
 SY3087  HISTORY     - Date     Condition        Report By
 SY3087  HISTORY     - 1935     MONUMENTED       CGS
 SY3087  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3087  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3087
 SY3087                          STATION DESCRIPTION
 SY3087
 SY3087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3087'STATION IS LOCATED IN FILUCE BAY, ON THE SOUTHWESTERN EXTREMITY
 SY3087'OF MAHNCKES POINT.  STATION IS ON GRASSY GROUND, AND AT THE
 SY3087'STORM HIGH-WATER LEVEL.  THERE IS A SMALL BAY TO NORTHWARD.  THERE
 SY3087'IS A PROMINENT DWELLING BACK OF STATION, ON HIGHER GROUND.
 SY3087'STATION SEES DOCK AT LONGBRANCH.
 SY3087'
 SY3087'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3087'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3087'
 SY3087'REFERENCE MARK IS ON BEACH CLOSE TO VERTICAL BLUFF, ABOUT 12
 SY3087'FEET HIGH, E FROM STATION.  THERE IS A SMALL BOATHOUSE CLOSE TO
 SY3087'REFERENCE MARK.
 SY3087
 SY3087                          STATION RECOVERY (1958)
 SY3087
 SY3087'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3087'UNABLE TO LOCATE.  MARK IS PROBABLY LOST AS THERE HAS BEEN A
 SY3087'HOUSE BUILT NEAR THE DESCRIBED SITE.
 SY3087
 SY3087                          STATION RECOVERY (1966)
 SY3087
 SY3087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3087'THE MARKS WERE NOT FOUND.  THERE HAS BEEN CONSIDERABLE ACTIVITY
 SY3087'BESIDES THE HOUSE MENTIONED BY A.M.S. IN 1958.  THERE ARE TWO
 SY3087'HOUSES, BULKHEADS, RETAINING WALLS, LANDSCAPING AND A SWIMMING
 SY3087'POOL.  IT IS VERY DOUBTFUL IF EITHER OF THE MARKS HAVE SURVIVED
 SY3087'THIS, BUT THESE ARE SUMMER HOMES, AND I DIDNT FIND ANYONE I
 SY3087'COULD QUESTION ABOUT THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3922 ***********************************************************************
 SY3922  DESIGNATION -  BAY
 SY3922  PID         -  SY3922
 SY3922  STATE/COUNTY-  WA/KING
 SY3922  USGS QUAD   -  
 SY3922
 SY3922                         *CURRENT SURVEY CONTROL
 SY3922  ___________________________________________________________________
 SY3922* NAD 83(1991)-  47 38 31.87278(N)    122 16 42.48134(W)     ADJUSTED  
 SY3922* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY3922  ___________________________________________________________________
 SY3922  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 SY3922  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SY3922
 SY3922  HORZ ORDER  -  THIRD
 SY3922
 SY3922.The horizontal coordinates were established by classical geodetic methods
 SY3922.and adjusted by the National Geodetic Survey in December 1991..
 SY3922
 SY3922.The orthometric height was scaled from a topographic map.
 SY3922
 SY3922.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3922
 SY3922.The geoid height was determined by GEOID03.
 SY3922
 SY3922;                    North         East     Units Scale Factor Converg.
 SY3922;SPC WA N     -    72,419.070   391,421.712   MT  0.99997651   -1 04 33.4
 SY3922;SPC WA N     -   237,594.90  1,284,189.40   sFT  0.99997651   -1 04 33.4
 SY3922;UTM  10      - 5,276,784.192   554,194.107   MT  0.99963609   +0 31 59.5
 SY3922
 SY3922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3922!SPC WA N     -   1.00000230  x   0.99997651  =   0.99997881
 SY3922!UTM  10      -   1.00000230  x   0.99963609  =   0.99963839
 SY3922
 SY3922:                Primary Azimuth Mark                     Grid Az
 SY3922:SPC WA N     -  BUTT                                     012 37 04.4
 SY3922:UTM  10      -  BUTT                                     011 00 31.5
 SY3922
 SY3922|---------------------------------------------------------------------|
 SY3922| PID    Reference Object                     Distance      Geod. Az  |
 SY3922|                                                           dddmmss.s |
 SY3922| SY3899 BUTT                                APPROX. 0.8 KM 0113231.0 |
 SY3922| SY4115 WEBSTER POINT LIGHT                 APPROX. 0.6 KM 0172146.7 |
 SY3922| SY4036 SLANT                               APPROX. 2.9 KM 0244153.3 |
 SY3922| SY3717 RED KIRKLAND RED CH STEEPLE         APPROX. 6.7 KM 0522854.3 |
 SY3922| SY3778 WET                                 APPROX. 3.8 KM 0740621.1 |
 SY3922| SY3740 HUNT                                APPROX. 2.8 KM 0880904.7 |
 SY3922| SY3758 MID                                 APPROX. 2.8 KM 1030359.7 |
 SY3922| SY3750 MEDINA CLAPPS TOWER                 APPROX. 3.5 KM 1225119.5 |
 SY3922| SY3729 DAB                                 APPROX. 3.2 KM 1230141.2 |
 SY3922| CF7150 BAY RM 1                                           16550     |
 SY3922| SY3903 SEATTLE MADISON PARK WATER TK       APPROX. 1.5 KM 2205945.6 |
 SY3922| CF7151 BAY RM 2                                           22441     |
 SY3922| CF7152 BAY RM 3                                           24828     |
 SY3922| SY4149 SEATTLE MOUNTLAKE BR S TWR          APPROX. 2.0 KM 2852724.3 |
 SY3922| SY4150 SEATTLE MOUNTLAKE BR N TWR          APPROX. 2.1 KM 2864630.1 |
 SY3922| SY3914 POWER TWR W OF UNIV BRIDGE          APPROX. 3.5 KM 2882337.2 |
 SY3922| SY3912 SEATTLE TRANSMISSION TOWER 3        APPROX. 3.5 KM 2913055.9 |
 SY3922| SY3951 HOUSE OF GOOD SHEPHERD CROSS        APPROX. 4.6 KM 3013724.2 |
 SY3922|---------------------------------------------------------------------|
 SY3922
 SY3922                          SUPERSEDED SURVEY CONTROL
 SY3922
 SY3922  NAD 83(1986)-  47 38 31.86621(N)    122 16 42.48599(W) AD(       ) 3
 SY3922  NAD 27      -  47 38 32.51200(N)    122 16 38.04000(W) AD(       ) 3
 SY3922
 SY3922.Superseded values are not recommended for survey control.
 SY3922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3922.See file dsdata.txt to determine how the superseded data were derived.
 SY3922
 SY3922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5419476784(NAD 83)
 SY3922
 SY3922  HISTORY     - Date     Condition        Report By
 SY3922  HISTORY     - 1902     MONUMENTED       CGS
 SY3922  HISTORY     - 1914     SEE DESCRIPTION  CGS
 SY3922  HISTORY     - 1919     SEE DESCRIPTION  CGS
 SY3922  HISTORY     - 1933     SEE DESCRIPTION  WAGS
 SY3922  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY3922  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SY3922  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 SY3922
 SY3922                          STATION DESCRIPTION
 SY3922
 SY3922'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OBF)
 SY3922'STATION IS A TRIANGULATION STATION AND IS ON THE SECOND AND MOST
 SY3922'PROMINENT POINT IN UNION BAY, AROUND FROM MADISON PARK.  IT IS S OF
 SY3922'THE GOLF CLUB ON THE OPPOSITE SHORE.  THERE HAS BEEN QUITE A LITTLE
 SY3922'CUTTING AROUND IT.
 SY3922'
 SY3922'STATION IS MARKED BY A BOTTLE ABOUT 2 FEET IN THE GROUND UPON WHICH
 SY3922'IS A CEDAR STUB, 3 BY 5 BY 30 INCHES, WHICH IS REFERRED TO THE
 SY3922'FOLLOWING POINTS--4.3 METERS FROM A 10-INCH BLAZED COTTONWOOD STUMP,
 SY3922'HAVING A NAIL IN, AND S OF STUB, 1.22 METERS FROM A 12-INCH BLAZED
 SY3922'COTTONWOOD STUMP WITH A NAIL IN, AND W OF STUB.  2.48 METERS FROM A
 SY3922'10-INCH BLAZED COTTONWOOD STUMP WITH A NAIL IN, AND N OF STUB.
 SY3922
 SY3922                          STATION RECOVERY (1914)
 SY3922
 SY3922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914 (GTR)
 SY3922'STATION IS ON THE SECOND AND MOST PROMINENT POINT IN UNION BAY AROUND
 SY3922'FROM MADISON PARK.
 SY3922'
 SY3922'SURFACE MARK IS A REGULATION STATION DISK SET IN THE FLAT TOP OF A
 SY3922'CYLINDRICAL CONCRETE PILLAR, 12 INCHES IN DIAMETER AND PROJECTING
 SY3922'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 SY3922'
 SY3922'CENTER OF STATION MARK IS ABOUT 2 INCHES FROM CENTER OF PILLAR.
 SY3922'THE GALVANIZED-SHEET METAL FORM FOR THE PILLAR WAS LEFT IN PLACE.
 SY3922'
 SY3922'UNDERGROUND IS MARKED BY A BOTTLE BURIED ABOUT 2 FEET.
 SY3922'
 SY3922'REFERENCE MARK NO. 1 IS A REGULATION REFERENCE DISK SET IN THE
 SY3922'DOME-SHAPED TOP OF A CYLINDRICAL CONCRETE PILLAR ABOUT 14 INCHES IN
 SY3922'DIAMETER, PROJECTING ABOUT 6 INCHES ABOVE SURFACE, AND DISTANT FROM
 SY3922'THE STATION 44.470 METERS, IN AZIMUTH 345 DEG 51 MIN (TRUE).
 SY3922'
 SY3922'REFERENCE MARK NO. 2, SIMILAR TO NO.1, IS DISTANT FROM STATION 23.464
 SY3922'METERS, IN AZIMUTH 44 DEG 42 MIN (TRUE).
 SY3922'
 SY3922'REFERENCE MARK NO. 3 IS A 10-INCH TRIANGLE BLAZED ON A 17-INCH
 SY3922'COTTONWOOD, DISTANT FROM STATION 25.24 METERS, IN AZIMUTH 68 DEG 28
 SY3922'MIN (TRUE).
 SY3922
 SY3922                          STATION RECOVERY (1919)
 SY3922
 SY3922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3922'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT
 SY3922'REFERENCE MARK NO. 1 IS GONE, AS A ROADWAY NOW PASSES OVER ITS
 SY3922'LOCATION.  NOT REPLACED AS OTHER MARKS ARE SUBSTANTIAL AND NOT LIKELY
 SY3922'TO BE DESTROYED.
 SY3922
 SY3922                          STATION RECOVERY (1933)
 SY3922
 SY3922'RECOVERY NOTE BY WASHINGTON GEODETIC SURVEY 1933
 SY3922'STATION FOUND AS DESCRIBED AND FOLLOWING CHANGES MADE IN
 SY3922'DESCRIPTION--THE BOARDWALK IS GONE AND THE PRESENT SHORE LINE IS
 SY3922'ABOUT 100 FEET FURTHER OUT THAN PREVIOUSLY.
 SY3922'
 SY3922'ALL REFERENCE POINTS IN PLACE.  REFERENCE MARK NO. 1 REPORTED
 SY3922'MISSING IN 1919 FOUND IN PLACE.
 SY3922'
 SY3922'ANGLES CHECKED AND FOUND CORRECT.  DISTANCES CHECKED AND FOUND
 SY3922'CORRECT.
 SY3922
 SY3922                          STATION RECOVERY (1934)
 SY3922
 SY3922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY3922'STATION FOUND AS DESCRIBED, WITH ALL MARKS SET FLUSH WITH THE GROUND
 SY3922'IN CONCRETE CYLINDERS.
 SY3922'
 SY3922'SINCE THE LAKE WAS LOWERED THE MARKS ARE NOW SEVERAL FEET ABOVE THE
 SY3922'LAKE LEVEL.  ALDER TREES NOW GROW BETWEEN CENTER AND LAKE SHORE.
 SY3922'
 SY3922'REQUIRES A TRIPOD 18 FEET HIGH TO SEE OVER WOODED AREAS, EXCEPT TO
 SY3922'THE N.
 SY3922
 SY3922                          STATION RECOVERY (1938)
 SY3922
 SY3922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (RWK)
 SY3922'THIS STATION HAS BEEN DESTROYED BY REAL ESTATE IMPROVEMENTS.
 SY3922
 SY3922                          STATION RECOVERY (2002)
 SY3922
 SY3922'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1479 ***********************************************************************
 TR1479  DESIGNATION -  BAY
 TR1479  PID         -  TR1479
 TR1479  STATE/COUNTY-  WA/ISLAND
 TR1479  USGS QUAD   -  FREELAND (1978)
 TR1479
 TR1479                         *CURRENT SURVEY CONTROL
 TR1479  ___________________________________________________________________
 TR1479* NAD 83(1991)-  48 03 48.98820(N)    122 30 59.34504(W)     ADJUSTED  
 TR1479* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 TR1479  ___________________________________________________________________
 TR1479  LAPLACE CORR-          -9.18  (seconds)                    DEFLEC99
 TR1479  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 TR1479
 TR1479  HORZ ORDER  -  SECOND
 TR1479
 TR1479.The horizontal coordinates were established by classical geodetic methods
 TR1479.and adjusted by the National Geodetic Survey in December 1991..
 TR1479
 TR1479.The orthometric height was scaled from a topographic map.
 TR1479
 TR1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1479
 TR1479.The geoid height was determined by GEOID03.
 TR1479
 TR1479;                    North         East     Units Scale Factor Converg.
 TR1479;SPC WA N     -   119,625.957   374,565.900   MT  0.99994270   -1 15 11.3
 TR1479;SPC WA N     -   392,472.83  1,228,888.29   sFT  0.99994270   -1 15 11.3
 TR1479;UTM  10      - 5,323,483.083   536,023.660   MT  0.99961595   +0 21 34.9
 TR1479
 TR1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1479!SPC WA N     -   1.00000262  x   0.99994270  =   0.99994532
 TR1479!UTM  10      -   1.00000262  x   0.99961595  =   0.99961857
 TR1479
 TR1479|---------------------------------------------------------------------|
 TR1479| PID    Reference Object                     Distance      Geod. Az  |
 TR1479|                                                           dddmmss.s |
 TR1479| CF7557 BAY RM 1                              6.242 METERS 05859     |
 TR1479| CF7559 BAY WM 1                                           12733     |
 TR1479| CF7558 BAY RM 2                              9.268 METERS 13730     |
 TR1479| TR1492 SLIDE                               APPROX. 2.6 KM 2985054.3 |
 TR1479|---------------------------------------------------------------------|
 TR1479
 TR1479                          SUPERSEDED SURVEY CONTROL
 TR1479
 TR1479  NAD 83(1986)-  48 03 48.98744(N)    122 30 59.34813(W) AD(       ) 2
 TR1479  NAD 27      -  48 03 49.65000(N)    122 30 54.80000(W) AD(       ) 2
 TR1479
 TR1479.Superseded values are not recommended for survey control.
 TR1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1479.See file dsdata.txt to determine how the superseded data were derived.
 TR1479
 TR1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3602423483(NAD 83)
 TR1479_MARKER: Z = SEE DESCRIPTION
 TR1479_SETTING: 0 = UNSPECIFIED SETTING
 TR1479
 TR1479  HISTORY     - Date     Condition        Report By
 TR1479  HISTORY     - 1943     MONUMENTED       CGS
 TR1479  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TR1479  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR1479  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1479  HISTORY     - 1962     SEE DESCRIPTION  WAWHI
 TR1479
 TR1479                          STATION DESCRIPTION
 TR1479
 TR1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (CP)
 TR1479'STATION IS ON THE E SHORE OF WHIDBEY ISLAND, ON THE E SHORE OF
 TR1479'HOLMES HARBOR, 2.2 MILES S OF HACKNEY ISLAND, ON THE BRUSHY SLOPE
 TR1479'DIRECTLY BACK FROM A PROMINENT SAND SPIT WITH SMALL LAGOON TO S,
 TR1479'9.3 METERS UP THE SLOPE FROM ITS TOE WHERE IT JOINS THE SAND SPIT,
 TR1479'37 METERS S FROM A SMALL YELLOW SHACK ON BEACH, JUST BELOW THE
 TR1479'TREE LINE.  A SMALL BIGHT LIES S OF STATION TERMINATING IN
 TR1479'PROMINENT SAND SPIT TO S.
 TR1479'
 TR1479'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST,
 TR1479'6 INCHES IN DIAMETER, PROJECTING 6 INCHES ABOVE GROUND, AND
 TR1479'STAMPED BAY 1943.
 TR1479'
 TR1479'REFERENCE MARKS 1 AND 2 ARE BRONZE REFERENCE DISKS SET IN CONCRETE
 TR1479'POSTS, 6 INCHES IN DIAMETER, PROJECTING 6 INCHES ABOVE GROUND,
 TR1479'AND STAMPED BAY 1943 NO 1 AND BAY 1943 NO 2 RESPECTIVELY.  A
 TR1479'TRIANGULAR BLAZE CUT IN 3-1/2-FOOT-DIAMETER FIR TREE WITH TWO
 TR1479'SPIKES IN CENTER LIES UPHILL AND TO S.
 TR1479
 TR1479                          STATION RECOVERY (1956)
 TR1479
 TR1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSH)
 TR1479'LOCATED ON THE EAST SHORE OF HOLMES HARBOR, WHIDBEY ISLAND, AT THE
 TR1479'FIRST BOARD POINT SOUTH 2 MILES FROM ROCKY POINT AND ENTRANCE TO
 TR1479'HOLMES HARBOR.  STATION IS SITUATED ON THE BRUSHY SLOPE ABOVE THE
 TR1479'SAND SPIT ABOUT ON THE PROPERTY LINE OF A BEACH RESIDENCE
 TR1479'(ANDERSON) IN A SUBDIVISION KNOWN AS BEVERLY BEACH, ABOUT 2 FEET
 TR1479'OFF, SOUTH, OF A TRAIL LEADING DOWN THE BLUFF (THE NEXT PROPERTY
 TR1479'TO NORTH, A WHITE HOUSE, HAS SERIES OF STAIRWAYS LEADING TO
 TR1479'BOAT HOUSES NEAR WATERS EDGE).
 TR1479'
 TR1479'MARKS ARE STANDARD DISKS, NOTES 1A AND 11A, CONCRETE FILLED
 TR1479'SECTIONS OF 6-INCH STOVE PIPE, STAMPED BAY 1943 AND NO. 1 AND NO
 TR1479'2 ADDITIONALLY ON THE REFERENCE MARKS.  THE BLAZE WAS RENEWED ON
 TR1479'THE 3 1/2-FOOT DIAMETER FIR TREE LOCATED 3-FEET SOUTH OF RM NO. 2.
 TR1479'
 TR1479'ELEVATION OF STATION ABOVE HIGH WATER IS ABOUT 20 FEET.  NO CHECK
 TR1479'MEASUREMENTS MADE.  1 ABOUT 2 FEET OFF.
 TR1479
 TR1479                          STATION RECOVERY (1958)
 TR1479
 TR1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNH)
 TR1479'ORIGINAL DESCRIPTION ADEQUATE EXCEPT THE NEW CABIN IS APPROXIMATE
 TR1479'THE SAME POSITION AS THE SMALL YELLOW SHACK 37 METERS N OF THE
 TR1479'STATION.
 TR1479
 TR1479                          STATION RECOVERY (1960)
 TR1479
 TR1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1479'THE STATION, BOTH REFERENCE MARKS AND THE BLAZED WITNESS TREE WERE
 TR1479'RECOVERED IN GOOD CONDITION.
 TR1479'
 TR1479'THE RECOVERY NOTE BY L.S.H. IN 1956 IS ADEQUATE EXCEPT THAT
 TR1479'R. M. 2 IS 7 FEET WEST INSTEAD OF 3 FEET NORTH OF THE BLAZE IN THE
 TR1479'WITNESS TREE.
 TR1479'
 TR1479'THE STATION IS 2 FEET SOUTH OF THE SHARP TURN IN THE TRAIL DOWN
 TR1479'TO THE BEACH AND IS A STANDARD STATION DISK STAMPED BAY 1943 SET
 TR1479'IN TOP OF A CONCRETE FILLED STOVE PIPE.
 TR1479'
 TR1479'REFERENCE MARK 1 IS ON THE NORTH SIDE OF THE TRAIL LEADING FROM
 TR1479'IN FRONT OF A YELLOW SHINGLED COTTAGE WITH A RED ROOF TO THE
 TR1479'BEACH, ABOUT 20 FEET WEST OF THE TOP OF THE BLUFF, AND IS A
 TR1479'STANDARD REFERENCE DISK STAMPED BAY NO 1 1943 SET IN A CONCRETE
 TR1479'FILLED STOVE PIPE AND IS NORTHEAST OF THE STATION.
 TR1479'
 TR1479'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED BAY NO2
 TR1479'1943 SET IN A CONCRETE FILLED STOVE PIPE AND IS SOUTH EAST OF THE
 TR1479'STATION.
 TR1479
 TR1479                          STATION RECOVERY (1962)
 TR1479
 TR1479'RECOVERY NOTE BY WALKER AND WHITEFORD INCORPORATED 1962
 TR1479'STATION WAS FOUND IN GOOD CONDITION.
 TR1479'
 TR1479'DID NOT SEARCH FOR REFERENCE MARK NO. 2.  WITNESS MARK THERE IN
 TR1479'GOOD CONDITION.
 TR1479'
 TR1479'STATION IN FAIRLY THICK BRUSH APPROXIMATELY 10 FT SOUTH OF TURN
 TR1479'IN PATH TO BEACH ON ANDERSONS PROPERTY.
 TR1479'
 TR1479'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2081 ***********************************************************************
 TR2081  DESIGNATION -  BAY 1894
 TR2081  PID         -  TR2081
 TR2081  STATE/COUNTY-  WA/SAN JUAN
 TR2081  USGS QUAD   -  SHAW ISLAND (1994)
 TR2081
 TR2081                         *CURRENT SURVEY CONTROL
 TR2081  ___________________________________________________________________
 TR2081* NAD 83(1991)-  48 37 19.26919(N)    122 59 02.08066(W)     ADJUSTED  
 TR2081* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR2081  ___________________________________________________________________
 TR2081  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 TR2081  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 TR2081
 TR2081  HORZ ORDER  -  THIRD
 TR2081
 TR2081.The horizontal coordinates were established by classical geodetic methods
 TR2081.and adjusted by the National Geodetic Survey in December 1991..
 TR2081
 TR2081.The orthometric height was scaled from a topographic map.
 TR2081
 TR2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2081
 TR2081.The geoid height was determined by GEOID03.
 TR2081
 TR2081;                    North         East     Units Scale Factor Converg.
 TR2081;SPC WA N     -   182,560.157   341,474.706   MT  0.99998097   -1 36 04.1
 TR2081;SPC WA N     -   598,949.45  1,120,321.60   sFT  0.99998097   -1 36 04.1
 TR2081;UTM  10      - 5,385,438.961   501,185.647   MT  0.99960002   +0 00 43.5
 TR2081
 TR2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2081!SPC WA N     -   1.00000271  x   0.99998097  =   0.99998368
 TR2081!UTM  10      -   1.00000271  x   0.99960002  =   0.99960273
 TR2081
 TR2081                          SUPERSEDED SURVEY CONTROL
 TR2081
 TR2081  NAD 83(1986)-  48 37 19.27051(N)    122 59 02.08245(W) AD(       ) 3
 TR2081  NAD 27      -  48 37 19.93000(N)    122 58 57.46000(W) AD(       ) 3
 TR2081
 TR2081.Superseded values are not recommended for survey control.
 TR2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2081.See file dsdata.txt to determine how the superseded data were derived.
 TR2081
 TR2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0118685439(NAD 83)
 TR2081
 TR2081  HISTORY     - Date     Condition        Report By
 TR2081  HISTORY     - 1894     MONUMENTED       CGS
 TR2081  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR2081  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR2081
 TR2081                          STATION DESCRIPTION
 TR2081
 TR2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2081'STATION IS IN THE BAY ON W SIDE OF WEST SOUND, ALMOST ABREAST OF
 TR2081'SHEEP ISLAND.  VICTIM ISLAND IS HIDDEN BY POINT AT S ENTRANCE TO
 TR2081'BAY.  THERE IS QUITE A BIGHT TO WESTWARD OF THE POINT.  STATION
 TR2081'IS ON A ROCKY KNOB SURROUNDED BY WATER AT HIGH TIDE.  ORCAS KNOB
 TR2081'IS SEEN HALFWAY BETWEEN SIGNALS SLIM AND DAISY.  STATION IS
 TR2081'MARKED BY A 1/2-INCH HOLE, 2 INCHES DEEP IN SOLID ROCK, 3 FEET
 TR2081'LOWER AND TO WESTWARD OF HIGHEST POINT OF ROCK.
 TR2081
 TR2081                          STATION RECOVERY (1958)
 TR2081
 TR2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FN)
 TR2081'STATION BELIEVED RECOVERED, BUT NATURE OF ROCK MADE POSITIVE
 TR2081'IDENTIFICATION IMPOSSIBLE.
 TR2081
 TR2081                          STATION RECOVERY (2001)
 TR2081
 TR2081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2081'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1266 ***********************************************************************
 TR1266  DESIGNATION -  BAY 1907
 TR1266  PID         -  TR1266
 TR1266  STATE/COUNTY-  WA/ISLAND
 TR1266  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1266
 TR1266                         *CURRENT SURVEY CONTROL
 TR1266  ___________________________________________________________________
 TR1266* NAD 83(1991)-  48 21 21.99497(N)    122 35 48.85803(W)     ADJUSTED  
 TR1266* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1266  ___________________________________________________________________
 TR1266  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 TR1266  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 TR1266
 TR1266  HORZ ORDER  -  THIRD
 TR1266
 TR1266.The horizontal coordinates were established by classical geodetic methods
 TR1266.and adjusted by the National Geodetic Survey in December 1991..
 TR1266
 TR1266.The orthometric height was scaled from a topographic map.
 TR1266
 TR1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1266
 TR1266.The geoid height was determined by GEOID03.
 TR1266
 TR1266;                    North         East     Units Scale Factor Converg.
 TR1266;SPC WA N     -   152,274.399   369,318.977   MT  0.99995088   -1 18 46.9
 TR1266;SPC WA N     -   499,586.92  1,211,674.01   sFT  0.99995088   -1 18 46.9
 TR1266;UTM  10      - 5,355,960.070   529,861.526   MT  0.99961096   +0 18 04.4
 TR1266
 TR1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1266!SPC WA N     -   1.00000315  x   0.99995088  =   0.99995403
 TR1266!UTM  10      -   1.00000315  x   0.99961096  =   0.99961411
 TR1266
 TR1266                          SUPERSEDED SURVEY CONTROL
 TR1266
 TR1266  NAD 83(1986)-  48 21 21.99797(N)    122 35 48.86235(W) AD(       ) 3
 TR1266  NAD 27      -  48 21 22.65000(N)    122 35 44.25000(W) AD(       ) 3
 TR1266
 TR1266.Superseded values are not recommended for survey control.
 TR1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1266.See file dsdata.txt to determine how the superseded data were derived.
 TR1266
 TR1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2986255960(NAD 83)
 TR1266
 TR1266  HISTORY     - Date     Condition        Report By
 TR1266  HISTORY     - 1907     MONUMENTED       CGS
 TR1266  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1266  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1266
 TR1266                          STATION DESCRIPTION
 TR1266
 TR1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (RBD)
 TR1266'THIS STATION IS ON FIRST SAND SPIT, ON ENTERING DUGULA BAY,
 TR1266'PROJECTING FROM THE S SHORE LINE OF BAY.  MARKED BY A STUB DRIVEN
 TR1266'3 FEET INTO GROUND.  STUBS FOR TRIPOD LEGS FORM TRIANGLE ABOUT
 TR1266'IT.  THERE WERE NO PERMANENT LAND MARKS, SO TWO TRIANGLES WERE
 TR1266'BLAZED ON LARGE TRUNK OF TREE LYING E AND W ON SAND SPIT.  THIS
 TR1266'TREE LIES HIGH ABOVE THE AVERAGE HIGH-WATER MARK.
 TR1266
 TR1266                          STATION RECOVERY (1939)
 TR1266
 TR1266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1266'STATION LOST.  POSITION OF THIS STATION NOW UNDER WATER AT HIGH
 TR1266'TIDE.
 TR1266
 TR1266                          STATION RECOVERY (1960)
 TR1266
 TR1266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1266'THIS STATION WAS A TEMPORARY HUB WHICH WAS NOT RECOVERED IN
 TR1266'1939.  AN INVESTIGATION OF THE AREA REVEALS THAT THE WITNESS TREES
 TR1266'ARE NOT RECOVERABLE AND THAT THE AREA HAS FILLED WITH DRIFTWOOD
 TR1266'AND SAND IN RECENT YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0590 ***********************************************************************
 SD0590  DESIGNATION -  BAY 1935
 SD0590  PID         -  SD0590
 SD0590  STATE/COUNTY-  WA/PACIFIC
 SD0590  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0590
 SD0590                         *CURRENT SURVEY CONTROL
 SD0590  ___________________________________________________________________
 SD0590* NAD 83(1991)-  46 17 27.80540(N)    124 01 29.86771(W)     ADJUSTED  
 SD0590* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SD0590  ___________________________________________________________________
 SD0590  LAPLACE CORR-          13.70  (seconds)                    DEFLEC99
 SD0590  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 SD0590
 SD0590  HORZ ORDER  -  THIRD
 SD0590
 SD0590.The horizontal coordinates were established by classical geodetic methods
 SD0590.and adjusted by the National Geodetic Survey in October 1991..
 SD0590
 SD0590.The orthometric height was scaled from a topographic map.
 SD0590
 SD0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0590
 SD0590.The geoid height was determined by GEOID03.
 SD0590
 SD0590;                    North         East     Units Scale Factor Converg.
 SD0590;SPC WA S     -   112,518.305   228,490.016   MT  0.99992770   -2 33 37.9
 SD0590;SPC WA S     -   369,153.81    749,637.66   sFT  0.99992770   -2 33 37.9
 SD0590;SPC OR N     -   297,573.326 2,228,442.502   MT  1.00008710   -2 29 59.5
 SD0590;SPC OR N     -   976,290.44  7,311,163.06   iFT  1.00008710   -2 29 59.5
 SD0590;UTM  10      - 5,126,897.227   421,052.076   MT  0.99967662   -0 44 27.4
 SD0590
 SD0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0590!SPC WA S     -   1.00000348  x   0.99992770  =   0.99993118
 SD0590!SPC OR N     -   1.00000348  x   1.00008710  =   1.00009058
 SD0590!UTM  10      -   1.00000348  x   0.99967662  =   0.99968009
 SD0590
 SD0590                          SUPERSEDED SURVEY CONTROL
 SD0590
 SD0590  NAD 83(1986)-  46 17 27.80953(N)    124 01 29.84209(W) AD(       ) 3
 SD0590  NAD 27      -  46 17 28.45052(N)    124 01 25.29121(W) AD(       ) 3
 SD0590
 SD0590.Superseded values are not recommended for survey control.
 SD0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0590.See file dsdata.txt to determine how the superseded data were derived.
 SD0590
 SD0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2105226897(NAD 83)
 SD0590_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SD0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0590_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SD0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0590+STABILITY: SURFACE MOTION
 SD0590
 SD0590  HISTORY     - Date     Condition        Report By
 SD0590  HISTORY     - 1935     MONUMENTED       CGS
 SD0590  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0590  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SD0590
 SD0590                          STATION DESCRIPTION
 SD0590
 SD0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SD0590'THE STATION WAS LOCATED ABOUT 60 METERS S OF THE EXTREME NORTHERLY
 SD0590'TIP OF SAND ISLAND, IN BAKER BAY, ON A SLIGHT RISE OF THE SAND.  THE
 SD0590'STATION WAS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD BRONZE
 SD0590'DISK STAMPED BAY 1935 SET IN A 6- BY 6-INCH BY 3-FOOT CONCRETE
 SD0590'POST, PROJECTING ABOUT 1/2 FOOT ABOVE THE SAND.
 SD0590
 SD0590                          STATION RECOVERY (1951)
 SD0590
 SD0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SD0590'STATION WAS LOCATED NEAR THE EXTREME N TIP OF SAND ISLAND.  IN 1951
 SD0590'THE POSITION OF BAY PLOTTED ON THE BANK AND THE STATION HAS
 SD0590'PROBABLY BEEN WASHED OUT.  A THOROUGH SEARCH INCLUDING DIGGING DOWN
 SD0590'TO A DEPTH OF 2 FEET BELOW THE SURFACE FAILED TO REVEAL ANY SIGN OF
 SD0590'THE STATION.  PROBABLY LOST.
 SD0590
 SD0590                          STATION RECOVERY (1958)
 SD0590
 SD0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0590'THIS STATION WAS REPORTED PROBABLY LOST IN 1951.  NO FURTHER SEARCH
 SD0590'WAS CONDUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0555 ***********************************************************************
 SD0555  DESIGNATION -  BAY AVE
 SD0555  PID         -  SD0555
 SD0555  STATE/COUNTY-  WA/PACIFIC
 SD0555  USGS QUAD   -  OCEAN PARK (1984)
 SD0555
 SD0555                         *CURRENT SURVEY CONTROL
 SD0555  ___________________________________________________________________
 SD0555* NAD 83(1991)-  46 29 29.48768(N)    124 01 59.00998(W)     ADJUSTED  
 SD0555* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 SD0555  ___________________________________________________________________
 SD0555  LAPLACE CORR-          16.05  (seconds)                    DEFLEC99
 SD0555  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 SD0555
 SD0555  HORZ ORDER  -  SECOND
 SD0555
 SD0555.The horizontal coordinates were established by classical geodetic methods
 SD0555.and adjusted by the National Geodetic Survey in December 1991..
 SD0555
 SD0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0555
 SD0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0555
 SD0555.The geoid height was determined by GEOID03.
 SD0555
 SD0555;                    North         East     Units Scale Factor Converg.
 SD0555;SPC WA S     -   134,805.825   228,864.633   MT  0.99991593   -2 33 59.0
 SD0555;SPC WA S     -   442,275.44    750,866.72   sFT  0.99991593   -2 33 59.0
 SD0555;UTM  10      - 5,149,179.975   420,719.385   MT  0.99967726   -0 44 57.4
 SD0555
 SD0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0555!SPC WA S     -   1.00000316  x   0.99991593  =   0.99991909
 SD0555!UTM  10      -   1.00000316  x   0.99967726  =   0.99968042
 SD0555
 SD0555:                Primary Azimuth Mark                     Grid Az
 SD0555:SPC WA S     -  COTTA RESET                              009 28 08.0
 SD0555:UTM  10      -  COTTA RESET                              007 39 06.4
 SD0555
 SD0555|---------------------------------------------------------------------|
 SD0555| PID    Reference Object                     Distance      Geod. Az  |
 SD0555|                                                           dddmmss.s |
 SD0555| SD0554 COTTA RESET                         APPROX. 0.8 KM 0065409.0 |
 SD0555| DD9381 BAY AVE RM 2                         11.245 METERS 06923     |
 SD0555| DD9380 BAY AVE RM 1                         11.194 METERS 32825     |
 SD0555|---------------------------------------------------------------------|
 SD0555
 SD0555                          SUPERSEDED SURVEY CONTROL
 SD0555
 SD0555  NAD 83(1991)-  46 29 29.48696(N)    124 01 59.00948(W) AD(       ) 2
 SD0555  NAD 83(1986)-  46 29 29.48760(N)    124 01 58.98994(W) AD(       ) 2
 SD0555  NAD 27      -  46 29 30.13382(N)    124 01 54.40460(W) AD(       ) 2
 SD0555  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 SD0555
 SD0555.Superseded values are not recommended for survey control.
 SD0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0555.See file dsdata.txt to determine how the superseded data were derived.
 SD0555
 SD0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2071949180(NAD 83)
 SD0555_MARKER: DS = TRIANGULATION STATION DISK
 SD0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0555_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SD0555
 SD0555  HISTORY     - Date     Condition        Report By
 SD0555  HISTORY     - 1977     MONUMENTED       NGS
 SD0555
 SD0555                          STATION DESCRIPTION
 SD0555
 SD0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SD0555'THIS STATION IS LOCATED .92 MILE DUE EAST OF OCEAN PARK ABOUT 400
 SD0555'FEET WEST OF THE SHORE OF WILLAPA BAY.
 SD0555'
 SD0555'TO REACH THE STATION FROM THE U.S. POST OFFICE IN OCEAN PARK (1/2
 SD0555'BLOCK WEST OF SR 103) GO EAST ALONG BAY AVE.  .92 MILE TO THE
 SD0555'INTERSECTION WITH PENISULA HIGHWAY, THEN GO 200 FEET EAST INTO A
 SD0555'GRAVELED PARKING AREA AND STATION.
 SD0555'
 SD0555'THE STATION MARK IS A STANDARD DISK STAMPED BAY AVE 1977 SET IN
 SD0555'8-INCH DIAMETER CONCRETE CYLINDER BURIED 3-INCHES BELOW THE GRAVEL
 SD0555'SURFACE.  THE STATION WAS SET BELOW GROUND TO AVOID BEING DISTURBED
 SD0555'DURING ROAD GRADING.  IT IS LOCATED 109.24 FEET NORTHEAST FROM
 SD0555'THE NORTHEAST CORNER OF A 2-STORY HOUSE.
 SD0555'
 SD0555'THE SUBSURFACE MARK IS A STANDARD DISK STAMPED BAY AVE 1977 AND SET
 SD0555'3-FEET BELOW THE GRAVEL SURFACE IN AN IRREGULAR MASS OF CONCRETE.
 SD0555'
 SD0555'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BAY AVE 1977 NO. 1
 SD0555'SET IN A 10-INCH DIAMETER CONCRETE CYLINDER FLUSH WITH THE SURFACE.
 SD0555'A WITNESS POST WAS SET 2-FEET NORTHWEST OF REFERENCE MARK.
 SD0555'
 SD0555'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BAY AVE 1977 NO. 2
 SD0555'SET IN A 10 INCH DIAMETER CONCRETE CYLINDER FLUSH TO THE SURFACE.
 SD0555'IT WAS SET 4-FEET NORTHWEST OF THE NORTHWEST CORNER TO A LOADING
 SD0555'RAMP.
 SD0555'
 SD0555'THE PACIFIC COUNTY MONUMENT IS A CONCRETE MARKER WITH A CAST IRON
 SD0555'8 INCH CASING SET IN THE INTERSECTION OF PENINSULA HIGHWAY GOING
 SD0555'SOUTH AND BAY AVE.
 SD0555'
 SD0555'NO AZIMUTH MARK WAS SET AS STATIONS COTTA 1939 OR DOANE 2 1939 WILL
 SD0555'SERVE FOR AZIMUTH MARKS.
 SD0555'
 SD0555'NEAREST TOWN--OCEAN PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2509 ***********************************************************************
 SC2509  DESIGNATION -  BAY CEN CUT OFF CHAN BEACON 1
 SC2509  PID         -  SC2509
 SC2509  STATE/COUNTY-  WA/PACIFIC
 SC2509  USGS QUAD   -  BAY CENTER (1994)
 SC2509
 SC2509                         *CURRENT SURVEY CONTROL
 SC2509  ___________________________________________________________________
 SC2509* NAD 83(1991)-  46 40 30.95735(N)    123 56 35.57572(W)     ADJUSTED  
 SC2509* NAVD 88     -                                                        
 SC2509  ___________________________________________________________________
 SC2509  LAPLACE CORR-          17.07  (seconds)                    DEFLEC99
 SC2509  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SC2509
 SC2509  HORZ ORDER  -  THIRD
 SC2509
 SC2509.The horizontal coordinates were established by classical geodetic methods
 SC2509.and adjusted by the National Geodetic Survey in December 1991..
 SC2509
 SC2509
 SC2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2509
 SC2509.The geoid height was determined by GEOID03.
 SC2509
 SC2509;                    North         East     Units Scale Factor Converg.
 SC2509;SPC WA S     -   154,904.938   236,646.216   MT  0.99991583   -2 30 04.1
 SC2509;SPC WA S     -   508,217.28    776,396.79   sFT  0.99991583   -2 30 04.1
 SC2509;UTM  10      - 5,169,510.618   427,858.378   MT  0.99966397   -0 41 10.3
 SC2509
 SC2509                          SUPERSEDED SURVEY CONTROL
 SC2509
 SC2509  NAD 83(1991)-  46 40 30.95564(N)    123 56 35.57540(W) AD(       ) 4
 SC2509  NAD 83(1986)-  46 40 30.95549(N)    123 56 35.56214(W) AD(       ) 4
 SC2509  NAD 27      -  46 40 31.59700(N)    123 56 30.94400(W) AD(       ) 3
 SC2509
 SC2509.Superseded values are not recommended for survey control.
 SC2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2509.See file dsdata.txt to determine how the superseded data were derived.
 SC2509
 SC2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2785869511(NAD 83)
 SC2509
 SC2509  HISTORY     - Date     Condition        Report By
 SC2509  HISTORY     - UNK      MONUMENTED
 SC2509  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2509
 SC2509                          STATION DESCRIPTION
 SC2509
 SC2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2509'NOT RECOVERED.  THIS CHANNEL HAS SILTED UP AND IS NO LONGER MARKED
 SC2509'BY DAYBEACONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2514 ***********************************************************************
 SC2514  DESIGNATION -  BAY CEN CUT OFF CHAN BEACON 6
 SC2514  PID         -  SC2514
 SC2514  STATE/COUNTY-  WA/PACIFIC
 SC2514  USGS QUAD   -  BAY CENTER (1994)
 SC2514
 SC2514                         *CURRENT SURVEY CONTROL
 SC2514  ___________________________________________________________________
 SC2514* NAD 83(1991)-  46 40 38.61713(N)    123 56 12.72472(W)     ADJUSTED  
 SC2514* NAVD 88     -                                                        
 SC2514  ___________________________________________________________________
 SC2514  LAPLACE CORR-          17.19  (seconds)                    DEFLEC99
 SC2514  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 SC2514
 SC2514  HORZ ORDER  -  THIRD
 SC2514
 SC2514.The horizontal coordinates were established by classical geodetic methods
 SC2514.and adjusted by the National Geodetic Survey in December 1991..
 SC2514
 SC2514
 SC2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2514
 SC2514.The geoid height was determined by GEOID03.
 SC2514
 SC2514;                    North         East     Units Scale Factor Converg.
 SC2514;SPC WA S     -   155,120.047   237,141.698   MT  0.99991589   -2 29 47.5
 SC2514;SPC WA S     -   508,923.02    778,022.39   sFT  0.99991589   -2 29 47.5
 SC2514;UTM  10      - 5,169,741.253   428,346.675   MT  0.99966311   -0 40 53.8
 SC2514
 SC2514                          SUPERSEDED SURVEY CONTROL
 SC2514
 SC2514  NAD 83(1991)-  46 40 38.61540(N)    123 56 12.72444(W) AD(       ) 4
 SC2514  NAD 83(1986)-  46 40 38.61529(N)    123 56 12.71119(W) AD(       ) 4
 SC2514  NAD 27      -  46 40 39.25700(N)    123 56 08.09400(W) AD(       ) 3
 SC2514
 SC2514.Superseded values are not recommended for survey control.
 SC2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2514.See file dsdata.txt to determine how the superseded data were derived.
 SC2514
 SC2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2834769741(NAD 83)
 SC2514
 SC2514  HISTORY     - Date     Condition        Report By
 SC2514  HISTORY     - UNK      MONUMENTED
 SC2514  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2514
 SC2514                          STATION DESCRIPTION
 SC2514
 SC2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2514'NOT RECOVERED.  THIS CHANNEL HAS SILTED UP AND IS NO LONGER MARKED
 SC2514'BY DAYBEACONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2517 ***********************************************************************
 SC2517  DESIGNATION -  BAY CEN CUT OFF CHAN BEACON 11
 SC2517  PID         -  SC2517
 SC2517  STATE/COUNTY-  WA/PACIFIC
 SC2517  USGS QUAD   -  BAY CENTER (1994)
 SC2517
 SC2517                         *CURRENT SURVEY CONTROL
 SC2517  ___________________________________________________________________
 SC2517* NAD 83(1991)-  46 40 13.20913(N)    123 56 45.30995(W)     ADJUSTED  
 SC2517* NAVD 88     -                                                        
 SC2517  ___________________________________________________________________
 SC2517  LAPLACE CORR-          17.07  (seconds)                    DEFLEC99
 SC2517  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SC2517
 SC2517  HORZ ORDER  -  THIRD
 SC2517
 SC2517.The horizontal coordinates were established by classical geodetic methods
 SC2517.and adjusted by the National Geodetic Survey in December 1991..
 SC2517
 SC2517
 SC2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2517
 SC2517.The geoid height was determined by GEOID03.
 SC2517
 SC2517;                    North         East     Units Scale Factor Converg.
 SC2517;SPC WA S     -   154,366.491   236,415.603   MT  0.99991570   -2 30 11.2
 SC2517;SPC WA S     -   506,450.73    775,640.19   sFT  0.99991570   -2 30 11.2
 SC2517;UTM  10      - 5,168,965.274   427,644.988   MT  0.99966435   -0 41 17.2
 SC2517
 SC2517                          SUPERSEDED SURVEY CONTROL
 SC2517
 SC2517  NAD 83(1991)-  46 40 13.20746(N)    123 56 45.30961(W) AD(       ) 4
 SC2517  NAD 83(1986)-  46 40 13.20735(N)    123 56 45.29630(W) AD(       ) 4
 SC2517  NAD 27      -  46 40 13.84900(N)    123 56 40.69600(W) AD(       ) 3
 SC2517
 SC2517.Superseded values are not recommended for survey control.
 SC2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2517.See file dsdata.txt to determine how the superseded data were derived.
 SC2517
 SC2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2764568965(NAD 83)
 SC2517
 SC2517  HISTORY     - Date     Condition        Report By
 SC2517  HISTORY     - UNK      MONUMENTED
 SC2517  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2517
 SC2517                          STATION DESCRIPTION
 SC2517
 SC2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2517'NOT RECOVERED.  THIS CHANNEL HAS SILTED UP AND IS NO LONGER MARKED
 SC2517'BY DAYBEACONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2518 ***********************************************************************
 SC2518  DESIGNATION -  BAY CEN CUT OFF CHAN BEACON 12
 SC2518  PID         -  SC2518
 SC2518  STATE/COUNTY-  WA/PACIFIC
 SC2518  USGS QUAD   -  BAY CENTER (1994)
 SC2518
 SC2518                         *CURRENT SURVEY CONTROL
 SC2518  ___________________________________________________________________
 SC2518* NAD 83(1991)-  46 39 46.30266(N)    123 57 00.67956(W)     ADJUSTED  
 SC2518* NAVD 88     -                                                        
 SC2518  ___________________________________________________________________
 SC2518  LAPLACE CORR-          17.02  (seconds)                    DEFLEC99
 SC2518  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SC2518
 SC2518  HORZ ORDER  -  THIRD
 SC2518
 SC2518.The horizontal coordinates were established by classical geodetic methods
 SC2518.and adjusted by the National Geodetic Survey in December 1991..
 SC2518
 SC2518
 SC2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2518
 SC2518.The geoid height was determined by GEOID03.
 SC2518
 SC2518;                    North         East     Units Scale Factor Converg.
 SC2518;SPC WA S     -   153,550.787   236,052.914   MT  0.99991552   -2 30 22.3
 SC2518;SPC WA S     -   503,774.54    774,450.27   sFT  0.99991552   -2 30 22.3
 SC2518;UTM  10      - 5,168,138.699   427,308.401   MT  0.99966495   -0 41 28.1
 SC2518
 SC2518                          SUPERSEDED SURVEY CONTROL
 SC2518
 SC2518  NAD 83(1991)-  46 39 46.30104(N)    123 57 00.67922(W) AD(       ) 4
 SC2518  NAD 83(1986)-  46 39 46.30092(N)    123 57 00.66568(W) AD(       ) 4
 SC2518  NAD 27      -  46 39 46.94500(N)    123 56 56.05900(W) AD(       ) 3
 SC2518
 SC2518.Superseded values are not recommended for survey control.
 SC2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2518.See file dsdata.txt to determine how the superseded data were derived.
 SC2518
 SC2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2730868139(NAD 83)
 SC2518
 SC2518  HISTORY     - Date     Condition        Report By
 SC2518  HISTORY     - UNK      MONUMENTED
 SC2518  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2518
 SC2518                          STATION DESCRIPTION
 SC2518
 SC2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2518'NOT RECOVERED.  THIS CHANNEL HAS SILTED UP AND IS NO LONGER MARKED
 SC2518'BY DAYBEACONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2523 ***********************************************************************
 SC2523  DESIGNATION -  BAY CEN CUT OFF CHAN BEACON 14
 SC2523  PID         -  SC2523
 SC2523  STATE/COUNTY-  WA/PACIFIC
 SC2523  USGS QUAD   -  BAY CENTER (1994)
 SC2523
 SC2523                         *CURRENT SURVEY CONTROL
 SC2523  ___________________________________________________________________
 SC2523* NAD 83(1991)-  46 39 37.81714(N)    123 57 02.28791(W)     ADJUSTED  
 SC2523* NAVD 88     -                                                        
 SC2523  ___________________________________________________________________
 SC2523  LAPLACE CORR-          17.03  (seconds)                    DEFLEC99
 SC2523  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SC2523
 SC2523  HORZ ORDER  -  THIRD
 SC2523
 SC2523.The horizontal coordinates were established by classical geodetic methods
 SC2523.and adjusted by the National Geodetic Survey in December 1991..
 SC2523
 SC2523
 SC2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2523
 SC2523.The geoid height was determined by GEOID03.
 SC2523
 SC2523;                    North         East     Units Scale Factor Converg.
 SC2523;SPC WA S     -   153,290.531   236,007.299   MT  0.99991546   -2 30 23.5
 SC2523;SPC WA S     -   502,920.68    774,300.61   sFT  0.99991546   -2 30 23.5
 SC2523;UTM  10      - 5,167,877.195   427,271.062   MT  0.99966501   -0 41 29.1
 SC2523
 SC2523                          SUPERSEDED SURVEY CONTROL
 SC2523
 SC2523  NAD 83(1991)-  46 39 37.81554(N)    123 57 02.28756(W) AD(       ) 4
 SC2523  NAD 83(1986)-  46 39 37.81542(N)    123 57 02.27391(W) AD(       ) 4
 SC2523  NAD 27      -  46 39 38.45900(N)    123 56 57.66800(W) AD(       ) 3
 SC2523
 SC2523.Superseded values are not recommended for survey control.
 SC2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2523.See file dsdata.txt to determine how the superseded data were derived.
 SC2523
 SC2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2727167877(NAD 83)
 SC2523
 SC2523  HISTORY     - Date     Condition        Report By
 SC2523  HISTORY     - UNK      MONUMENTED
 SC2523  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2523
 SC2523                          STATION DESCRIPTION
 SC2523
 SC2523'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2523'NOT RECOVERED.  THIS CHANNEL HAS SILTED UP AND IS NO LONGER MARKED
 SC2523'BY DAYBEACONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2528 ***********************************************************************
 SC2528  DESIGNATION -  BAY CEN CUT OFF CHAN BEACON 7
 SC2528  PID         -  SC2528
 SC2528  STATE/COUNTY-  WA/PACIFIC
 SC2528  USGS QUAD   -  BAY CENTER (1994)
 SC2528
 SC2528                         *CURRENT SURVEY CONTROL
 SC2528  ___________________________________________________________________
 SC2528* NAD 83(1991)-  46 40 22.11289(N)    123 56 47.60176(W)     ADJUSTED  
 SC2528* NAVD 88     -                                                        
 SC2528  ___________________________________________________________________
 SC2528  LAPLACE CORR-          17.02  (seconds)                    DEFLEC99
 SC2528  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SC2528
 SC2528  HORZ ORDER  -  THIRD
 SC2528
 SC2528.The horizontal coordinates were established by classical geodetic methods
 SC2528.and adjusted by the National Geodetic Survey in December 1991..
 SC2528
 SC2528
 SC2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2528
 SC2528.The geoid height was determined by GEOID03.
 SC2528
 SC2528;                    North         East     Units Scale Factor Converg.
 SC2528;SPC WA S     -   154,643.272   236,378.947   MT  0.99991577   -2 30 12.8
 SC2528;SPC WA S     -   507,358.80    775,519.93   sFT  0.99991577   -2 30 12.8
 SC2528;UTM  10      - 5,169,240.686   427,599.595   MT  0.99966443   -0 41 19.0
 SC2528
 SC2528                          SUPERSEDED SURVEY CONTROL
 SC2528
 SC2528  NAD 83(1991)-  46 40 22.11120(N)    123 56 47.60142(W) AD(       ) 4
 SC2528  NAD 83(1986)-  46 40 22.11101(N)    123 56 47.58812(W) AD(       ) 4
 SC2528  NAD 27      -  46 40 22.75300(N)    123 56 42.97500(W) AD(       ) 3
 SC2528
 SC2528.Superseded values are not recommended for survey control.
 SC2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2528.See file dsdata.txt to determine how the superseded data were derived.
 SC2528
 SC2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2760069241(NAD 83)
 SC2528
 SC2528  HISTORY     - Date     Condition        Report By
 SC2528  HISTORY     - UNK      MONUMENTED
 SC2528  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2528
 SC2528                          STATION DESCRIPTION
 SC2528
 SC2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2528'NOT RECOVERED.  THIS CHANNEL HAS SILTED UP AND IS NO LONGER MARKED
 SC2528'BY DAYBEACONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2532 ***********************************************************************
 SC2532  DESIGNATION -  BAY CEN CUT OFF CHAN BEACON 13
 SC2532  PID         -  SC2532
 SC2532  STATE/COUNTY-  WA/PACIFIC
 SC2532  USGS QUAD   -  BAY CENTER (1994)
 SC2532
 SC2532                         *CURRENT SURVEY CONTROL
 SC2532  ___________________________________________________________________
 SC2532* NAD 83(1991)-  46 40 09.59676(N)    123 56 50.18572(W)     ADJUSTED  
 SC2532* NAVD 88     -                                                        
 SC2532  ___________________________________________________________________
 SC2532  LAPLACE CORR-          17.04  (seconds)                    DEFLEC99
 SC2532  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SC2532
 SC2532  HORZ ORDER  -  THIRD
 SC2532
 SC2532.The horizontal coordinates were established by classical geodetic methods
 SC2532.and adjusted by the National Geodetic Survey in December 1991..
 SC2532
 SC2532
 SC2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2532
 SC2532.The geoid height was determined by GEOID03.
 SC2532
 SC2532;                    North         East     Units Scale Factor Converg.
 SC2532;SPC WA S     -   154,259.587   236,307.197   MT  0.99991568   -2 30 14.7
 SC2532;SPC WA S     -   506,100.00    775,284.53   sFT  0.99991568   -2 30 14.7
 SC2532;UTM  10      - 5,168,855.018   427,540.048   MT  0.99966453   -0 41 20.7
 SC2532
 SC2532                          SUPERSEDED SURVEY CONTROL
 SC2532
 SC2532  NAD 83(1991)-  46 40 09.59509(N)    123 56 50.18537(W) AD(       ) 4
 SC2532  NAD 83(1986)-  46 40 09.59496(N)    123 56 50.17199(W) AD(       ) 4
 SC2532  NAD 27      -  46 40 10.23700(N)    123 56 45.57300(W) AD(       ) 3
 SC2532
 SC2532.Superseded values are not recommended for survey control.
 SC2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2532.See file dsdata.txt to determine how the superseded data were derived.
 SC2532
 SC2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2754068855(NAD 83)
 SC2532
 SC2532  HISTORY     - Date     Condition        Report By
 SC2532  HISTORY     - UNK      MONUMENTED
 SC2532  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2532
 SC2532                          STATION DESCRIPTION
 SC2532
 SC2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2532'NOT RECOVERED.  THIS CHANNEL HAS SILTED UP AND IS NO LONGER MARKED
 SC2532'BY DAYBEACONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2535 ***********************************************************************
 SC2535  DESIGNATION -  BAY CEN CUT OFF CHAN BEACON 3
 SC2535  PID         -  SC2535
 SC2535  STATE/COUNTY-  WA/PACIFIC
 SC2535  USGS QUAD   -  BAY CENTER (1994)
 SC2535
 SC2535                         *CURRENT SURVEY CONTROL
 SC2535  ___________________________________________________________________
 SC2535* NAD 83(1991)-  46 40 27.20451(N)    123 56 45.90274(W)     ADJUSTED  
 SC2535* NAVD 88     -                                                        
 SC2535  ___________________________________________________________________
 SC2535  LAPLACE CORR-          17.02  (seconds)                    DEFLEC99
 SC2535  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SC2535
 SC2535  HORZ ORDER  -  THIRD
 SC2535
 SC2535.The horizontal coordinates were established by classical geodetic methods
 SC2535.and adjusted by the National Geodetic Survey in December 1991..
 SC2535
 SC2535
 SC2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2535
 SC2535.The geoid height was determined by GEOID03.
 SC2535
 SC2535;                    North         East     Units Scale Factor Converg.
 SC2535;SPC WA S     -   154,798.756   236,421.889   MT  0.99991580   -2 30 11.6
 SC2535;SPC WA S     -   507,868.92    775,660.81   sFT  0.99991580   -2 30 11.6
 SC2535;UTM  10      - 5,169,397.413   427,637.582   MT  0.99966436   -0 41 17.8
 SC2535
 SC2535                          SUPERSEDED SURVEY CONTROL
 SC2535
 SC2535  NAD 83(1991)-  46 40 27.20282(N)    123 56 45.90242(W) AD(       ) 4
 SC2535  NAD 83(1986)-  46 40 27.20264(N)    123 56 45.88924(W) AD(       ) 4
 SC2535  NAD 27      -  46 40 27.84700(N)    123 56 41.28300(W) AD(       ) 3
 SC2535
 SC2535.Superseded values are not recommended for survey control.
 SC2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2535.See file dsdata.txt to determine how the superseded data were derived.
 SC2535
 SC2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2763869397(NAD 83)
 SC2535
 SC2535  HISTORY     - Date     Condition        Report By
 SC2535  HISTORY     - UNK      MONUMENTED
 SC2535  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2535
 SC2535                          STATION DESCRIPTION
 SC2535
 SC2535'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2535'NOT RECOVERED.  THIS CHANNEL HAS SILTED UP AND IS NO LONGER MARKED
 SC2535'BY DAYBEACONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2500 ***********************************************************************
 SC2500  DESIGNATION -  BAY CENT CHAN DIRECTIONAL LT
 SC2500  PID         -  SC2500
 SC2500  STATE/COUNTY-  WA/PACIFIC
 SC2500  USGS QUAD   -  BAY CENTER (1994)
 SC2500
 SC2500                         *CURRENT SURVEY CONTROL
 SC2500  ___________________________________________________________________
 SC2500* NAD 83(1991)-  46 38 21.62283(N)    123 58 18.57242(W)     ADJUSTED  
 SC2500* NAVD 88     -                                                        
 SC2500  ___________________________________________________________________
 SC2500  LAPLACE CORR-          16.58  (seconds)                    DEFLEC99
 SC2500  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 SC2500
 SC2500  HORZ ORDER  -  THIRD
 SC2500
 SC2500.The horizontal coordinates were established by classical geodetic methods
 SC2500.and adjusted by the National Geodetic Survey in December 1991..
 SC2500
 SC2500
 SC2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2500
 SC2500.The geoid height was determined by GEOID03.
 SC2500
 SC2500;                    North         East     Units Scale Factor Converg.
 SC2500;SPC WA S     -   151,011.352   234,283.662   MT  0.99991504   -2 31 18.9
 SC2500;SPC WA S     -   495,443.08    768,645.65   sFT  0.99991504   -2 31 18.9
 SC2500;UTM  10      - 5,165,545.142   425,620.896   MT  0.99966800   -0 42 23.7
 SC2500
 SC2500                          SUPERSEDED SURVEY CONTROL
 SC2500
 SC2500  NAD 83(1991)-  46 38 21.62135(N)    123 58 18.57193(W) AD(       ) 4
 SC2500  NAD 83(1986)-  46 38 21.62105(N)    123 58 18.55790(W) AD(       ) 4
 SC2500  NAD 27      -  46 38 22.26667(N)    123 58 13.95441(W) AD(       ) 3
 SC2500
 SC2500.Superseded values are not recommended for survey control.
 SC2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2500.See file dsdata.txt to determine how the superseded data were derived.
 SC2500
 SC2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2562165545(NAD 83)
 SC2500
 SC2500  HISTORY     - Date     Condition        Report By
 SC2500  HISTORY     - 1953     MONUMENTED       CGS
 SC2500
 SC2500                          STATION DESCRIPTION
 SC2500
 SC2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2500'ABOUT 0.6 MI. W-NW OF GOOSE POINT IN 10 FT. OF WATER NW OF GOOSE
 SC2500'POINT, (A RED CYLINDRICAL HOUSE) ON A WHITE PLATFORM ON A DOLPHIN,
 SC2500'SURMOUNTED BY OCCULTING WHITE, RED AND GREEN LIGHTS 15 FT. ABOVE
 SC2500'THE WATER, AND SHOWING ALONG THE CHANNEL SECTORS, AND BY A FLASHING
 SC2500'WHITE LIGHT 21 FT. ABOVE THE WATER.
 SC2500'
 SC2500'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2461 ***********************************************************************
 SC2461  DESIGNATION -  BAY CENTER CANNERY NORTH VENT
 SC2461  PID         -  SC2461
 SC2461  STATE/COUNTY-  WA/PACIFIC
 SC2461  USGS QUAD   -  NEMAH (1994)
 SC2461
 SC2461                         *CURRENT SURVEY CONTROL
 SC2461  ___________________________________________________________________
 SC2461* NAD 83(1991)-  46 37 19.59620(N)    123 56 47.02336(W)     ADJUSTED  
 SC2461* NAVD 88     -                                                        
 SC2461  ___________________________________________________________________
 SC2461  LAPLACE CORR-          17.35  (seconds)                    DEFLEC99
 SC2461  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SC2461
 SC2461  HORZ ORDER  -  THIRD
 SC2461
 SC2461.The horizontal coordinates were established by classical geodetic methods
 SC2461.and adjusted by the National Geodetic Survey in December 1991..
 SC2461
 SC2461
 SC2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2461
 SC2461.The geoid height was determined by GEOID03.
 SC2461
 SC2461;                    North         East     Units Scale Factor Converg.
 SC2461;SPC WA S     -   149,012.681   236,145.075   MT  0.99991481   -2 30 12.4
 SC2461;SPC WA S     -   488,885.77    774,752.63   sFT  0.99991481   -2 30 12.4
 SC2461;UTM  10      - 5,163,606.925   427,544.214   MT  0.99966453   -0 41 16.5
 SC2461
 SC2461                          SUPERSEDED SURVEY CONTROL
 SC2461
 SC2461  NAD 83(1991)-  46 37 19.59484(N)    123 56 47.02298(W) AD(       ) 4
 SC2461  NAD 83(1986)-  46 37 19.59485(N)    123 56 47.00846(W) AD(       ) 4
 SC2461  NAD 27      -  46 37 20.23163(N)    123 56 42.41006(W) AD(       ) 3
 SC2461
 SC2461.Superseded values are not recommended for survey control.
 SC2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2461.See file dsdata.txt to determine how the superseded data were derived.
 SC2461
 SC2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2754463607(NAD 83)
 SC2461
 SC2461  HISTORY     - Date     Condition        Report By
 SC2461  HISTORY     - UNK      MONUMENTED
 SC2461  HISTORY     - 1953     MARK NOT FOUND   CGS
 SC2461
 SC2461                          STATION DESCRIPTION
 SC2461
 SC2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2461'NOT RECOVERED.  THERE IS STILL A CANNERY WITH VENTILATORS ON THE
 SC2461'ROOF IN THE AREA, BUT AT THE TIME OF RECOVERY THE FIELD PARTY COULD
 SC2461'NOT CONTACT ANYONE TO DETERMINE WHETHER THERE HAD BEEN ANY
 SC2461'ALTERATIONS IN THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2495 ***********************************************************************
 SC2495  DESIGNATION -  BAY CENTER CHANNEL LIGHT
 SC2495  PID         -  SC2495
 SC2495  STATE/COUNTY-  WA/PACIFIC
 SC2495  USGS QUAD   -  BAY CENTER (1994)
 SC2495
 SC2495                         *CURRENT SURVEY CONTROL
 SC2495  ___________________________________________________________________
 SC2495* NAD 83(1991)-  46 38 50.83160(N)    123 57 05.77107(W)     ADJUSTED  
 SC2495* NAVD 88     -                                                        
 SC2495  ___________________________________________________________________
 SC2495  LAPLACE CORR-          17.09  (seconds)                    DEFLEC99
 SC2495  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SC2495
 SC2495  HORZ ORDER  -  THIRD
 SC2495
 SC2495.The horizontal coordinates were established by classical geodetic methods
 SC2495.and adjusted by the National Geodetic Survey in December 1991..
 SC2495
 SC2495
 SC2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2495
 SC2495.The geoid height was determined by GEOID03.
 SC2495
 SC2495;                    North         East     Units Scale Factor Converg.
 SC2495;SPC WA S     -   151,844.419   235,869.861   MT  0.99991519   -2 30 26.0
 SC2495;SPC WA S     -   498,176.23    773,849.70   sFT  0.99991519   -2 30 26.0
 SC2495;UTM  10      - 5,166,427.818   427,179.522   MT  0.99966518   -0 41 31.1
 SC2495
 SC2495                          SUPERSEDED SURVEY CONTROL
 SC2495
 SC2495  NAD 83(1991)-  46 38 50.83011(N)    123 57 05.77067(W) AD(       ) 4
 SC2495  NAD 83(1986)-  46 38 50.83009(N)    123 57 05.75680(W) AD(       ) 4
 SC2495  NAD 27      -  46 38 51.46800(N)    123 57 01.15400(W) AD(       ) 3
 SC2495
 SC2495.Superseded values are not recommended for survey control.
 SC2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2495.See file dsdata.txt to determine how the superseded data were derived.
 SC2495
 SC2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2718066428(NAD 83)
 SC2495
 SC2495  HISTORY     - Date     Condition        Report By
 SC2495  HISTORY     - 1953     MONUMENTED       CGS
 SC2495
 SC2495                          STATION DESCRIPTION
 SC2495
 SC2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2495'ABOUT 0.8 MI. N-NE OF GOOSE POINT, AND ABOUT 0.7 MI. NW OF WILSON
 SC2495'POINT IN 19 FT. OF WATER, NW OF WILSON POINT, A WHITE CYLINDRICAL
 SC2495'HOUSE WITH A BLACK RECTANGLE ON A DOLPHIN, SURMOUNTED BY A FLASHING
 SC2495'WHITE LIGHT 18 FT. ABOVE THE WATER.  LAST REBUILT IN 1939.
 SC2495'
 SC2495'FIELD COMPUTATIONS SHOW THE POSITION OF THIS LIGHT TO BE ABOUT 40 CM.
 SC2495'DIFFERENT FROM THE POSITION OF BAY CENTER CHANNEL RANGE, FRONT
 SC2495'LIGHT, (CUT,) 1939.  OBSERVATIONS WERE MADE FROM DIFFERENT STATIONS
 SC2495'THAN WERE USED BY W.M.S. IN 1939, AND THIS IS PROBABLY THE SAME
 SC2495'STRUCTURE.
 SC2495'
 SC2495'PALIX RIVER JUNCTION LIGHT (JUN) 1922 WAS FORMERLY LOCATED IN THIS
 SC2495'VICINITY, BUT IT HAS BEEN DESTROYED.
 SC2495'
 SC2495'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2501 ***********************************************************************
 SC2501  DESIGNATION -  BAY CENTER CHANNEL RNG F LT
 SC2501  PID         -  SC2501
 SC2501  STATE/COUNTY-  WA/PACIFIC
 SC2501  USGS QUAD   -  BAY CENTER (1994)
 SC2501
 SC2501                         *CURRENT SURVEY CONTROL
 SC2501  ___________________________________________________________________
 SC2501* NAD 83(1991)-  46 38 50.84053(N)    123 57 05.76851(W)     ADJUSTED  
 SC2501* NAVD 88     -                                                        
 SC2501  ___________________________________________________________________
 SC2501  LAPLACE CORR-          17.09  (seconds)                    DEFLEC99
 SC2501  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SC2501
 SC2501  HORZ ORDER  -  THIRD
 SC2501
 SC2501.The horizontal coordinates were established by classical geodetic methods
 SC2501.and adjusted by the National Geodetic Survey in December 1991..
 SC2501
 SC2501
 SC2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2501
 SC2501.The geoid height was determined by GEOID03.
 SC2501
 SC2501;                    North         East     Units Scale Factor Converg.
 SC2501;SPC WA S     -   151,844.692   235,869.927   MT  0.99991519   -2 30 26.0
 SC2501;SPC WA S     -   498,177.13    773,849.92   sFT  0.99991519   -2 30 26.0
 SC2501;UTM  10      - 5,166,428.093   427,179.580   MT  0.99966518   -0 41 31.1
 SC2501
 SC2501                          SUPERSEDED SURVEY CONTROL
 SC2501
 SC2501  NAD 83(1991)-  46 38 50.83900(N)    123 57 05.76811(W) AD(       ) 4
 SC2501  NAD 83(1986)-  46 38 50.83881(N)    123 57 05.75417(W) AD(       ) 4
 SC2501  NAD 27      -  46 38 51.48000(N)    123 57 01.15300(W) AD(       ) 3
 SC2501
 SC2501.Superseded values are not recommended for survey control.
 SC2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2501.See file dsdata.txt to determine how the superseded data were derived.
 SC2501
 SC2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2718066428(NAD 83)
 SC2501
 SC2501  HISTORY     - Date     Condition        Report By
 SC2501  HISTORY     - 1939     MONUMENTED       CGS
 SC2501  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2501
 SC2501                          STATION DESCRIPTION
 SC2501
 SC2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2501'NAME SUFFICIENT DESCRIPTION.  HYDROGRAPHIC NAME OF STATION IS CUT.
 SC2501'
 SC2501'THIS IS AN INTERSECTION STATION.
 SC2501
 SC2501                          STATION RECOVERY (1953)
 SC2501
 SC2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2501'RECOVERED.  RECOVERY VERIFIED BY TRIANGULATION.  DIFFERENT STATIONS
 SC2501'WERE USED IN DETERMINING THE POSITION BY TRIANGULATION, AND FIELD
 SC2501'COMPUTATIONS SHOW ABOUT A 40-CENTIMETER DIFFERENCE IN POSITION,
 SC2501'BUT IT IS PROBABLY THE SAME STRUCTURE.  THE LIGHT IS NOW DESIGNATED
 SC2501'BAY CENTER CHANNEL LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2510 ***********************************************************************
 SC2510  DESIGNATION -  BAY CENTER CHANNEL LIGHT
 SC2510  PID         -  SC2510
 SC2510  STATE/COUNTY-  WA/PACIFIC
 SC2510  USGS QUAD   -  BAY CENTER (1994)
 SC2510
 SC2510                         *CURRENT SURVEY CONTROL
 SC2510  ___________________________________________________________________
 SC2510* NAD 83(1991)-  46 37 53.82562(N)    123 56 36.51419(W)     ADJUSTED  
 SC2510* NAVD 88     -                                                        
 SC2510  ___________________________________________________________________
 SC2510  LAPLACE CORR-          17.36  (seconds)                    DEFLEC99
 SC2510  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SC2510
 SC2510  HORZ ORDER  -  THIRD
 SC2510
 SC2510.The horizontal coordinates were established by classical geodetic methods
 SC2510.and adjusted by the National Geodetic Survey in December 1991..
 SC2510
 SC2510
 SC2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2510
 SC2510.The geoid height was determined by GEOID03.
 SC2510
 SC2510;                    North         East     Units Scale Factor Converg.
 SC2510;SPC WA S     -   150,058.785   236,414.552   MT  0.99991493   -2 30 04.8
 SC2510;SPC WA S     -   492,317.86    775,636.74   sFT  0.99991493   -2 30 04.8
 SC2510;UTM  10      - 5,164,660.778   427,780.355   MT  0.99966411   -0 41 09.2
 SC2510
 SC2510                          SUPERSEDED SURVEY CONTROL
 SC2510
 SC2510  NAD 83(1991)-  46 37 53.82419(N)    123 56 36.51384(W) AD(       ) 4
 SC2510  NAD 83(1986)-  46 37 53.82417(N)    123 56 36.49957(W) AD(       ) 4
 SC2510  NAD 27      -  46 37 54.46320(N)    123 56 31.89973(W) AD(       ) 3
 SC2510
 SC2510.Superseded values are not recommended for survey control.
 SC2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2510.See file dsdata.txt to determine how the superseded data were derived.
 SC2510
 SC2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2778064661(NAD 83)
 SC2510
 SC2510  HISTORY     - Date     Condition        Report By
 SC2510  HISTORY     - 1939     MONUMENTED       CGS
 SC2510  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2510
 SC2510                          STATION DESCRIPTION
 SC2510
 SC2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2510'NAME SUFFICIENT DESCRIPTION.  HYDROGRAPHIC NAME OF STATION IS LIX.
 SC2510'
 SC2510'THIS IS AN INTERSECTION STATION.
 SC2510
 SC2510                          STATION RECOVERY (1953)
 SC2510
 SC2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2510'NOT RECOVERED.  THIS LIGHT IS NOW DESIGNATED PALIX RIVER LIGHT.
 SC2510'ACCORDING TO THE LIGHT LIST THE LIGHT HAS NOT BEEN REBUILT SINCE
 SC2510'1939, AND IT IS PROBABLY THE SAME STRUCTURE, BUT THE RECOVERY WAS
 SC2510'NOT VERIFIED BY TRIANGULATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2527 ***********************************************************************
 SC2527  DESIGNATION -  BAY CENTER LIME FACTORY E GAB
 SC2527  PID         -  SC2527
 SC2527  STATE/COUNTY-  WA/PACIFIC
 SC2527  USGS QUAD   -  BAY CENTER (1994)
 SC2527
 SC2527                         *CURRENT SURVEY CONTROL
 SC2527  ___________________________________________________________________
 SC2527* NAD 83(1991)-  46 37 46.97093(N)    123 57 04.58576(W)     ADJUSTED  
 SC2527* NAVD 88     -                                                        
 SC2527  ___________________________________________________________________
 SC2527  LAPLACE CORR-          17.13  (seconds)                    DEFLEC99
 SC2527  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SC2527
 SC2527  HORZ ORDER  -  THIRD
 SC2527
 SC2527.The horizontal coordinates were established by classical geodetic methods
 SC2527.and adjusted by the National Geodetic Survey in December 1991..
 SC2527
 SC2527
 SC2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2527
 SC2527.The geoid height was determined by GEOID03.
 SC2527
 SC2527;                    North         East     Units Scale Factor Converg.
 SC2527;SPC WA S     -   149,873.428   235,808.793   MT  0.99991490   -2 30 25.2
 SC2527;SPC WA S     -   491,709.74    773,649.35   sFT  0.99991490   -2 30 25.2
 SC2527;UTM  10      - 5,164,456.374   427,180.922   MT  0.99966518   -0 41 29.5
 SC2527
 SC2527                          SUPERSEDED SURVEY CONTROL
 SC2527
 SC2527  NAD 83(1991)-  46 37 46.96951(N)    123 57 04.58535(W) AD(       ) 4
 SC2527  NAD 83(1986)-  46 37 46.96942(N)    123 57 04.57102(W) AD(       ) 4
 SC2527  NAD 27      -  46 37 47.60880(N)    123 56 59.97383(W) AD(       ) 3
 SC2527
 SC2527.Superseded values are not recommended for survey control.
 SC2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2527.See file dsdata.txt to determine how the superseded data were derived.
 SC2527
 SC2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2718164456(NAD 83)
 SC2527
 SC2527  HISTORY     - Date     Condition        Report By
 SC2527  HISTORY     - 1939     MONUMENTED       CGS
 SC2527  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2527  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SC2527
 SC2527                          STATION DESCRIPTION
 SC2527
 SC2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2527'NAME SUFFICIENT DESCRIPTION.
 SC2527
 SC2527                          STATION RECOVERY (1953)
 SC2527
 SC2527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2527'ABOUT 540 FT. E-NE OF THE BRIDGE AT BAY CENTER ON THE N SIDE OF
 SC2527'THE ENTRANCE TO THE SLOUGH, THE E GABLE OF THE LIME FACTORY.
 SC2527
 SC2527                          STATION RECOVERY (1954)
 SC2527
 SC2527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAG)
 SC2527'RECOVERED.  NAME IS SUFFICIENT DESCRIPTION.
 SC2527'
 SC2527'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0440 ***********************************************************************
 SD0440  DESIGNATION -  BAY CITY BRI LT N RNG MARKER
 SD0440  PID         -  SD0440
 SD0440  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0440  USGS QUAD   -  GRAYLAND (1994)
 SD0440
 SD0440                         *CURRENT SURVEY CONTROL
 SD0440  ___________________________________________________________________
 SD0440* NAD 83(1991)-  46 51 47.46314(N)    124 04 12.17963(W)     ADJUSTED  
 SD0440* NAVD 88     -                                                        
 SD0440  ___________________________________________________________________
 SD0440  LAPLACE CORR-          14.07  (seconds)                    DEFLEC99
 SD0440  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 SD0440
 SD0440  HORZ ORDER  -  THIRD
 SD0440
 SD0440.The horizontal coordinates were established by classical geodetic methods
 SD0440.and adjusted by the National Geodetic Survey in December 1991..
 SD0440
 SD0440
 SD0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0440
 SD0440.The geoid height was determined by GEOID03.
 SD0440
 SD0440;                    North         East     Units Scale Factor Converg.
 SD0440;SPC WA S     -   176,203.334   227,896.927   MT  0.99992636   -2 35 35.8
 SD0440;SPC WA S     -   578,093.77    747,691.83   sFT  0.99992636   -2 35 35.8
 SD0440;UTM  10      - 5,190,516.229   418,441.711   MT  0.99968175   -0 46 51.2
 SD0440
 SD0440                          SUPERSEDED SURVEY CONTROL
 SD0440
 SD0440  NAD 83(1986)-  46 51 47.45539(N)    124 04 12.17573(W) AD(       ) 4
 SD0440  NAD 27      -  46 51 48.12200(N)    124 04 07.56000(W) AD(       ) 3
 SD0440
 SD0440.Superseded values are not recommended for survey control.
 SD0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0440.See file dsdata.txt to determine how the superseded data were derived.
 SD0440
 SD0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1844290516(NAD 83)
 SD0440
 SD0440  HISTORY     - Date     Condition        Report By
 SD0440  HISTORY     - UNK      MONUMENTED
 SD0440  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SD0440
 SD0440                          STATION DESCRIPTION
 SD0440
 SD0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SD0440'NOT RECOVERED.
 SD0440'
 SD0440'THERE IS NO PREVIOUS DESCRIPTION OF THIS STATION AND IT COULD NOT
 SD0440'BE DEFINITELY IDENTIFIED FROM THE NAME AND GEOGRAPHIC
 SD0440'POSITION.  BAY CITY RANGE 2 FRONT DAYBEACON WAS ESTABLISHED AS A
 SD0440'RECOVERABLE TOPOGRAPHIC STATION AND THE POSITION IS ABOUT THE SAME
 SD0440'AS THE POSITION OF THIS STATION.  THE EXISTING DAYBEACON MAY BE
 SD0440'THIS STATION BUT POSITIVE RECOVERY COULD NOT BE VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0436 ***********************************************************************
 SD0436  DESIGNATION -  BAY CITY BRI LT S RNG MARKER
 SD0436  PID         -  SD0436
 SD0436  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0436  USGS QUAD   -  GRAYLAND (1994)
 SD0436
 SD0436                         *CURRENT SURVEY CONTROL
 SD0436  ___________________________________________________________________
 SD0436* NAD 83(1991)-  46 51 30.18494(N)    124 03 52.50796(W)     ADJUSTED  
 SD0436* NAVD 88     -                                                        
 SD0436  ___________________________________________________________________
 SD0436  LAPLACE CORR-          14.14  (seconds)                    DEFLEC99
 SD0436  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 SD0436
 SD0436  HORZ ORDER  -  THIRD
 SD0436
 SD0436.The horizontal coordinates were established by classical geodetic methods
 SD0436.and adjusted by the National Geodetic Survey in December 1991..
 SD0436
 SD0436
 SD0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0436
 SD0436.The geoid height was determined by GEOID03.
 SD0436
 SD0436;                    North         East     Units Scale Factor Converg.
 SD0436;SPC WA S     -   175,651.531   228,289.025   MT  0.99992596   -2 35 21.5
 SD0436;SPC WA S     -   576,283.40    748,978.24   sFT  0.99992596   -2 35 21.5
 SD0436;UTM  10      - 5,189,977.234   418,850.965   MT  0.99968094   -0 46 36.6
 SD0436
 SD0436                          SUPERSEDED SURVEY CONTROL
 SD0436
 SD0436  NAD 83(1986)-  46 51 30.17755(N)    124 03 52.50369(W) AD(       ) 4
 SD0436  NAD 27      -  46 51 30.84400(N)    124 03 47.88900(W) AD(       ) 3
 SD0436
 SD0436.Superseded values are not recommended for survey control.
 SD0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0436.See file dsdata.txt to determine how the superseded data were derived.
 SD0436
 SD0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1885189977(NAD 83)
 SD0436
 SD0436  HISTORY     - Date     Condition        Report By
 SD0436  HISTORY     - UNK      MONUMENTED
 SD0436  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SD0436
 SD0436                          STATION DESCRIPTION
 SD0436
 SD0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SD0436'DESTROYED.
 SD0436'
 SD0436'THERE IS NO OBJECT OF ANY KIND AT THE POSITION OF THIS STATION
 SD0436'AND THE STATION IS DESTROYED.  BAY CITY RANGE 2 REAR DAYBEACON IS
 SD0436'VERY CLOSE TO THE POSITION OF THIS STATION.  THERE IS NO LIGHT
 SD0436'ON THE PRESENT DAYBEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1745 ***********************************************************************
 SY1745  DESIGNATION -  BAY RESET
 SY1745  PID         -  SY1745
 SY1745  STATE/COUNTY-  WA/MASON
 SY1745  USGS QUAD   -  SHELTON (1981)
 SY1745
 SY1745                         *CURRENT SURVEY CONTROL
 SY1745  ___________________________________________________________________
 SY1745* NAD 83(1991)-  47 14 43.64956(N)    123 02 29.76142(W)     ADJUSTED  
 SY1745* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 SY1745  ___________________________________________________________________
 SY1745  LAPLACE CORR-          -8.13  (seconds)                    DEFLEC99
 SY1745  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SY1745
 SY1745  HORZ ORDER  -  SECOND
 SY1745
 SY1745.The horizontal coordinates were established by classical geodetic methods
 SY1745.and adjusted by the National Geodetic Survey in December 1991..
 SY1745
 SY1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1745
 SY1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1745
 SY1745.The geoid height was determined by GEOID03.
 SY1745
 SY1745;                    North         East     Units Scale Factor Converg.
 SY1745;SPC WA S     -   215,640.186   307,620.045   MT  0.99998108   -1 50 46.3
 SY1745;SPC WA S     -   707,479.51  1,009,250.10   sFT  0.99998108   -1 50 46.3
 SY1745;UTM  10      - 5,232,442.417   496,851.820   MT  0.99960012   -0 01 50.0
 SY1745
 SY1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1745!SPC WA S     -   1.00000257  x   0.99998108  =   0.99998365
 SY1745!UTM  10      -   1.00000257  x   0.99960012  =   0.99960269
 SY1745
 SY1745|---------------------------------------------------------------------|
 SY1745| PID    Reference Object                     Distance      Geod. Az  |
 SY1745|                                                           dddmmss.s |
 SY1745| SY1757 SHORE                               369.790 METERS 03542     |
 SY1745| DD9377 BAY RM 1                             39.450 METERS 10335     |
 SY1745| SY1761 NARR                                491.952 METERS 1760412.7 |
 SY1745| SY1783 NARR 2                              492.003 METERS 1760429.8 |
 SY1745| DD9378 BAY RM 2                             42.606 METERS 18103     |
 SY1745| DD9379 BAY RM 3                             17.354 METERS 27517     |
 SY1745|---------------------------------------------------------------------|
 SY1745
 SY1745                          SUPERSEDED SURVEY CONTROL
 SY1745
 SY1745  NAD 83(1986)-  47 14 43.64901(N)    123 02 29.76948(W) AD(       ) 2
 SY1745  NAD 27      -  47 14 44.30700(N)    123 02 25.22700(W) AD(       ) 2
 SY1745  NGVD 29 (07/19/86)    4.3    (m)           14.     (f) VERT ANG       
 SY1745
 SY1745.Superseded values are not recommended for survey control.
 SY1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1745.See file dsdata.txt to determine how the superseded data were derived.
 SY1745
 SY1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9685232442(NAD 83)
 SY1745_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1745
 SY1745  HISTORY     - Date     Condition        Report By
 SY1745  HISTORY     - 1936     MONUMENTED       CGS
 SY1745  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY1745  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY1745  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1745  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY1745  HISTORY     - 19950813 MARK NOT FOUND   USPSQD
 SY1745  HISTORY     - 19960321 GOOD             USPSQD
 SY1745
 SY1745                          STATION DESCRIPTION
 SY1745
 SY1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1745'THE STATION IS LOCATED ON THE W SIDE OF THE BAY AT THE NARROWS.  IT
 SY1745'IS NEAR THE S EDGE OF THE GOLF COURSE.  A GROUP OF THREE 24-INCH FIR
 SY1745'TREES STANDS JUST SE OF THE STATION.  IT IS 60 FEET FROM THE SE
 SY1745'BANK OF THE SMALL STREAM.
 SY1745'
 SY1745'SURFACE, UNDERGROUND, AND REFERENCE MARKS NO.1 AND NO.2 ARE
 SY1745'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY1745'7A, AND 11A.
 SY1745'
 SY1745'REFERENCE MARK NO.1 IS SET NE OF THE STATION AND PROJECTS ABOUT
 SY1745'4 INCHES ABOVE THE SURFACE.  A GROUP OF THREE 24-INCH FIRS STANDS
 SY1745'ABOUT 8 FEET S OF THE MARK.  ANOTHER GROUP OF THREE 24-INCH FIRS
 SY1745'STANDS ABOUT 16 FEET N OF IT.
 SY1745'
 SY1745'REFERENCE MARK NO.2 IS SET SE OF THE STATION AND PROJECTS ABOUT
 SY1745'6 INCHES ABOVE THE GROUND.  IT IS SET MIDWAY BETWEEN TWO SMALL
 SY1745'OAK TREES.  THESE TREES ARE ABOUT 9 FEET APART.  IT IS 27 FEET E
 SY1745'OF THE BANK OF THE SMALL STREAM.
 SY1745
 SY1745                          STATION RECOVERY (1954)
 SY1745
 SY1745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY1745'THE SUBSURFACE MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED, AS
 SY1745'DESCRIBED, IN GOOD CONDITION.  A NEW SURFACE MARK WAS SET PRECISELY
 SY1745'OVER THE UNDERGROUND DISK AND AN ADDITIONAL REFERENCE MARK,
 SY1745'STAMPED NO 3, WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 SY1745'
 SY1745'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF SHELTON, 75
 SY1745'FEET NORTH OF THE 9TH. TEE OF THE BAYSHORE GOLF COURSE AND ON THE
 SY1745'WEST SIDE OF OAKLAND BAY ON BAYSHORE POINT.
 SY1745'
 SY1745'TO REACH FROM THE SHELTON HOTEL, IN THE CITY OF SHELTON.  GO NORTH
 SY1745'ON U.S. HIGHWAY NUMBER 101 FOR 0.15 MILE.  TURN RIGHT, ONTO STATE
 SY1745'HIGHWAY NUMBER 14A, AND GO EAST AND NORTH, FOR 3.65 MILES.  TURN
 SY1745'RIGHT, PASS THROUGH THE GATE INTO THE GROUNDS OF THE BAYSHORE
 SY1745'GOLF COURSE AND FOLLOW DIM ROAD SOUTH, KEEPING TO THE EAST OF A
 SY1745'SMALL CREEK, FOR 0.15 MILE TO THE STATION.
 SY1745'
 SY1745'THE STATION IS A STANDARD DISK, STAMPED BAY 1936 1954, SET IN THE
 SY1745'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 SY1745'
 SY1745'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED BAY 1936, SET
 SY1745'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH LIES ABOUT 36
 SY1745'INCHES BELOW THE SURFACE OF THE GROUND.
 SY1745'
 SY1745'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED 2 1936, SET
 SY1745'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 SY1745'IS LOCATED BETWEEN TWO OAK TREES, 32 FEET EAST OF THE EAST BANK OF
 SY1745'A SMALL STREAM AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 SY1745'
 SY1745'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED BAY NO 3 1936
 SY1745'1954, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 SY1745'THE SURFACE OF THE GROUND.  IT IS LOCATED ON THE EAST BANK OF A
 SY1745'SMALL STREAM AT ABOUT THE SAME ELEVATION AS THE STATION.
 SY1745'
 SY1745'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 SY1745
 SY1745                          STATION RECOVERY (1958)
 SY1745
 SY1745'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY1745'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 SY1745'
 SY1745'THE STATION IS 8 FEET NORTH OF A LARGE EVERGREEN TREE.  IT IS
 SY1745'53 FEET ENE OF THE EAST BANK OF SMALL STREAM, AND 112 FEET WEST OF
 SY1745'THE BASE OF A TREE.
 SY1745
 SY1745                          STATION RECOVERY (1967)
 SY1745
 SY1745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1745'THE REFERENCE MARKS 2 AND 3 WERE RECOVERED AS DESCRIBED BY
 SY1745'G.C.J. IN 1954.  THE STATION MARK WAS NOT FOUND.  IT COULD STILL
 SY1745'BE IN PLACE BUT COVERED WITH SOD.
 SY1745
 SY1745                          STATION RECOVERY (1973)
 SY1745
 SY1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 SY1745'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SY1745'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 SY1745'
 SY1745'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF SHELTON, NEAR THE
 SY1745'EIGHTH GREEN AND NINTH TEE OF THE BAYSHORE GOLF COURSE, ON THE
 SY1745'NORTHWEST SIDE OF OAKLAND BAY, AND IN SECTION 3, T 20 N, R 3 W..
 SY1745'
 SY1745'REACHED FROM THE INTERSECTION OF FIRST AND PINE STREETS IN SHELTON
 SY1745'BY GOING EAST AND NORTHEAST ON STATE HIGHWAY 3 FOR 3.7 MILES TO
 SY1745'THE ENTRANCE TO BAYSHORE ESTATES ON THE RIGHT.  TURN RIGHT AND
 SY1745'FOLLOW THE BLACKTOP ROAD EAST AND SOUTH FOR 0.1 MILE TO THE POINT
 SY1745'WHERE THE ROAD CURVES TO THE LEFT, CONTINUE AROUND CURVE AND EAST
 SY1745'ABOUT 125 YARDS TO A SHALLOW RAVINE RUNNING NORTH BETWEEN TWO
 SY1745'GOLF COURSE GREENS, WALK NORTH 175 YARDS ALONG THE EAST SIDE OF
 SY1745'THE RAVINE TO A BRIDGE ACROSS A CREEK, CROSS BRIDGE AND BEAR
 SY1745'RIGHT, STAYING ON THE FAIRWAY FOR 170 YARDS TO REFERENCE MARK
 SY1745'NO. 3 AND THE STATION 57 FEET EAST OF THE REFERENCE MARK.
 SY1745'
 SY1745'THE STATION MARK, STAMPED BAY 1936 1954, IS A STANDARD DISK SET
 SY1745'IN CONCRETE 1 INCH BELOW THE SURFACE OF THE GROUND, 53 FEET
 SY1745'NORTHEAST OF THE BANK OF JOHNS CREEK, 34 FEET NORTH OF THE NORTH
 SY1745'END OF A SHART BOARD FENCE, 15 FEET SOUTHWEST OF THE SOUTHWEST
 SY1745'EDGE OF NO. 8 GREEN AND 6.5 FEET NORTHWEST OF THE NORTHWEST EDGE
 SY1745'OF A 4-FOOT DIAMETER FIR TREE.
 SY1745'
 SY1745'REFERENCE MARK NO. 2, STAMPED 2 1936, IS A STANDARD DISK SET IN
 SY1745'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS IN THE ROUGH
 SY1745'SOUTH OF THE EIGHTH GREEN, 32 FEET NORTHEAST OF THE CREEK BANK,
 SY1745'14 FEET SOUTHWEST OF A 3-FOOT MADRONA TREE WITH A SPLIT TRUNK
 SY1745'STARTING 7 FEET ABOVE GROUND.  AND MIDWAY BETWEEN TWO TREES
 SY1745'GROWING 7 FEET APART.
 SY1745'
 SY1745'REFERENCE MARK NO. 3, STAMPED BAY NO 3 1936 1954, IS A STANDARD
 SY1745'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SY1745'45 FEET EAST OF A CLUSTER OF 3 MADRONA TREES ON THE CREEK BANK.  12
 SY1745'FEET EAST OF THE CURVE IN THE CREEK AND 6 FEET NORTH-NORTHEAST OF
 SY1745'THE BANK OF THE CREEK.
 SY1745'
 SY1745'ANY OF THE THREE TRIANGULATION STATIONS LISTED IN THE BOX SCORE
 SY1745'WILL SERVE AS AN AZIMUTH MARK.
 SY1745'
 SY1745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1745'3-1/2 MILES NORTHEAST OF SHELTON.
 SY1745
 SY1745                          STATION RECOVERY (1995)
 SY1745
 SY1745'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY1745'MARK NOT FOUND.
 SY1745
 SY1745                          STATION RECOVERY (1996)
 SY1745
 SY1745'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2106 ***********************************************************************
 TR2106  DESIGNATION -  BAY RESET
 TR2106  PID         -  TR2106
 TR2106  STATE/COUNTY-  WA/SAN JUAN
 TR2106  USGS QUAD   -  SHAW ISLAND (1994)
 TR2106
 TR2106                         *CURRENT SURVEY CONTROL
 TR2106  ___________________________________________________________________
 TR2106* NAD 83(1991)-  48 33 44.29327(N)    122 55 19.31994(W)     ADJUSTED  
 TR2106* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2106  ___________________________________________________________________
 TR2106  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 TR2106  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 TR2106
 TR2106  HORZ ORDER  -  SECOND
 TR2106
 TR2106.The horizontal coordinates were established by classical geodetic methods
 TR2106.and adjusted by the National Geodetic Survey in December 1991..
 TR2106
 TR2106.The orthometric height was scaled from a topographic map.
 TR2106
 TR2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2106
 TR2106.The geoid height was determined by GEOID03.
 TR2106
 TR2106;                    North         East     Units Scale Factor Converg.
 TR2106;SPC WA N     -   175,796.651   345,854.569   MT  0.99997233   -1 33 18.3
 TR2106;SPC WA N     -   576,759.51  1,134,691.20   sFT  0.99997233   -1 33 18.3
 TR2106;UTM  10      - 5,378,803.950   505,752.481   MT  0.99960041   +0 03 30.4
 TR2106
 TR2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2106!SPC WA N     -   1.00000304  x   0.99997233  =   0.99997536
 TR2106!UTM  10      -   1.00000304  x   0.99960041  =   0.99960344
 TR2106
 TR2106:                Primary Azimuth Mark                     Grid Az
 TR2106:SPC WA N     -  WATER                                    073 01 53.3
 TR2106:UTM  10      -  WATER                                    071 25 04.6
 TR2106
 TR2106|---------------------------------------------------------------------|
 TR2106| PID    Reference Object                     Distance      Geod. Az  |
 TR2106|                                                           dddmmss.s |
 TR2106| TR2066 WATER                               APPROX. 2.5 KM 0712835.0 |
 TR2106| CF7555 BAY RM 1                              4.376 METERS 07702     |
 TR2106| CF7556 BAY RM 2                              6.958 METERS 17412     |
 TR2106|---------------------------------------------------------------------|
 TR2106
 TR2106                          SUPERSEDED SURVEY CONTROL
 TR2106
 TR2106  NAD 83(1986)-  48 33 44.29516(N)    122 55 19.32246(W) AD(       ) 2
 TR2106  NAD 27      -  48 33 44.93300(N)    122 55 14.69100(W) AD(       ) 2
 TR2106
 TR2106.Superseded values are not recommended for survey control.
 TR2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2106.See file dsdata.txt to determine how the superseded data were derived.
 TR2106
 TR2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0575278804(NAD 83)
 TR2106
 TR2106  HISTORY     - Date     Condition        Report By
 TR2106  HISTORY     - 1889     MONUMENTED       CGS
 TR2106  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2106  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2106
 TR2106                          STATION DESCRIPTION
 TR2106
 TR2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (JJG)
 TR2106'STATION IS ON THE POINT OF SHAW ISLAND NEAREST TO CANOE ISLAND
 TR2106'AND FLAT POINT.  IT IS 3/4 MILE S OF SIGNAL BERRY.  THIS IS A LOW
 TR2106'POINT, AND CUT OFF, FORMING AN ISLAND AT EXTREME HIGH TIDES.
 TR2106'
 TR2106'STATION IS ON THE SE FACE OF THE POINT ON A FLAT SOLID ROCK,
 TR2106'12 PACES BACK FROM ORDINARY TIDES.  BUT COVERED WITH THE DRIFT OF
 TR2106'EXTREME TIDES.
 TR2106'
 TR2106'A JUNIPER TREE, 16 INCHES IN DIAMETER, TO THE WESTWARD OF
 TR2106'STATION IS MARKED BY BLAZE AND COMPOSITION NAIL, DISTANT 39 FEET
 TR2106'7 INCHES.
 TR2106'
 TR2106'ANOTHER JUNIPER TREE, 12 INCHES IN DIAMETER, TO NORTHWARD IS
 TR2106'SIMILARLY MARKED, DISTANT 34 FEET 9 INCHES.
 TR2106'
 TR2106'STATION IS MARKED BY A 1/2-INCH HOLE 2 INCHES DEEP IN SOLID
 TR2106'ROCK.
 TR2106
 TR2106                          STATION RECOVERY (1940)
 TR2106
 TR2106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2106'STATION IS ON THE FIRST POINT OF SHAW ISLAND N OF CANOE ISLAND,
 TR2106'THIS POINT BEING LOW AND BECOMING DETACHED FROM MAINLAND AT
 TR2106'EXTREME TIDES.  A DEEP COVE LIES JUST N OF THE POINT.  STATION IS
 TR2106'ON THE SE FACE OF THE POINT, ON A FLAT SOLID ROCK FLOOR.  MUCH
 TR2106'DRIFTWOOD HAS PILED UP ON THE POINT, COVERING THE OLD STATION
 TR2106'COMPLETLY, NECESSITATING CONSIDERABLE DIGGING.  STATION WAS
 TR2106'RE-MARKED WITH STANDARD DISK STAMPED BAY, 1889-1940.  TWO
 TR2106'REFERENCE MARKS, STANDARD DISKS, STAMPED BAY, 1940, WERE
 TR2106'ESTABLISHED.  THE OLD WITNESS MARKS WERE FOUND TO BE DESTROYED.
 TR2106
 TR2106                          STATION RECOVERY (1973)
 TR2106
 TR2106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2106'STATION FOUND AS DESCRIBED, NEW ELEV ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1770 ***********************************************************************
 SY1770  DESIGNATION -  BAY SHORE AZ MK
 SY1770  PID         -  SY1770
 SY1770  STATE/COUNTY-  WA/MASON
 SY1770  USGS QUAD   -  SHELTON (1981)
 SY1770
 SY1770                         *CURRENT SURVEY CONTROL
 SY1770  ___________________________________________________________________
 SY1770* NAD 83(1991)-  47 14 56.70183(N)    123 02 28.54442(W)     ADJUSTED  
 SY1770* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 SY1770  ___________________________________________________________________
 SY1770  LAPLACE CORR-          -8.21  (seconds)                    DEFLEC99
 SY1770  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SY1770
 SY1770  HORZ ORDER  -  THIRD
 SY1770
 SY1770.The horizontal coordinates were established by classical geodetic methods
 SY1770.and adjusted by the National Geodetic Survey in December 1991..
 SY1770
 SY1770.The orthometric height was scaled from a topographic map.
 SY1770
 SY1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1770
 SY1770.The geoid height was determined by GEOID03.
 SY1770
 SY1770;                    North         East     Units Scale Factor Converg.
 SY1770;SPC WA S     -   216,042.227   307,658.608   MT  0.99998181   -1 50 45.5
 SY1770;SPC WA S     -   708,798.54  1,009,376.62   sFT  0.99998181   -1 50 45.5
 SY1770;UTM  10      - 5,232,845.324   496,877.616   MT  0.99960012   -0 01 49.1
 SY1770
 SY1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1770!SPC WA S     -   0.99999510  x   0.99998181  =   0.99997691
 SY1770!UTM  10      -   0.99999510  x   0.99960012  =   0.99959522
 SY1770
 SY1770                          SUPERSEDED SURVEY CONTROL
 SY1770
 SY1770  NAD 83(1986)-  47 14 56.70111(N)    123 02 28.55268(W) AD(       ) 3
 SY1770  NAD 27      -  47 14 57.35943(N)    123 02 24.00918(W) AD(       ) 3
 SY1770
 SY1770.Superseded values are not recommended for survey control.
 SY1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1770.See file dsdata.txt to determine how the superseded data were derived.
 SY1770
 SY1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9687832845(NAD 83)
 SY1770_MARKER: DZ = AZIMUTH MARK DISK
 SY1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1770_STAMPING: BAY SHORE 1954
 SY1770_MARK LOGO: CGS   
 SY1770_PROJECTION: FLUSH
 SY1770_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1770+STABILITY: SURFACE MOTION
 SY1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1770+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1981
 SY1770
 SY1770  HISTORY     - Date     Condition        Report By
 SY1770  HISTORY     - 1954     MONUMENTED       CGS
 SY1770  HISTORY     - 1981     GOOD             NGS
 SY1770  HISTORY     - 19810129 GOOD             NGS
 SY1770  HISTORY     - 19950811 GOOD             USPSQD
 SY1770  HISTORY     - 20051027 GOOD             USPSQD
 SY1770
 SY1770                          STATION DESCRIPTION
 SY1770
 SY1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 SY1770'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF SHELTON ON THE
 SY1770'NORTH SIDE OF THE BAY SHORE GOLF COURSE
 SY1770'
 SY1770'TO REACH THE STATION FROM TRIANGULATION STATION WILLEY 1936 GO
 SY1770'SOUTH ON STATE HIGHWAY 3 FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 SY1770'AND GO WEST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE
 SY1770'LEFT ON THE INSIDE OF A CURVE IN THE ROAD.
 SY1770'
 SY1770'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK STAMPED BAY SHORE
 SY1770'1954.  SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 SY1770'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 17 FEET
 SY1770'NORTH OF THE CENTER OF THE GRAVELED ROAD, 5 FEET SOUTH OF 12 FENCE, 3
 SY1770'FEET EAST OF A METAL WITNESS POST AND 2 FEET HIGHER THAN THE ROAD.
 SY1770
 SY1770                          STATION RECOVERY (1981)
 SY1770
 SY1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 SY1770'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHEAST OF SHELTON AND
 SY1770'ON ROAD RIGHT-OF-WAY. TO REACH FROM THE INTERSECTION OF FIRST STREET
 SY1770'AND PINE STREET IN SHELTON, GO EASTERLY ON STATE ROUTE 3 FOR 6.68 KM
 SY1770'(4.15 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE
 SY1770'GRAVELED ROAD FOR 0.16 KM (0.10 MI) TO A CURVE AND THE STATION ON THE
 SY1770'LEFT, 0.6 ABOVE THE ROADWAY. THE MARK IS SET IN THE TOP OF A ROUND
 SY1770'CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT) IN DIAMETER AND IS FLUSH
 SY1770'WITHE THE GROUND SURFACE.  IT IS 5.18 M (16.99 FT) NORTH OF THE CENTER
 SY1770'OF THE GRAVELED ROAD, 1.52 M (4.99 FT) SOUTH OF A FENCE AND 0.91 M
 SY1770'(2.99 FT) EAST OF A METAL WITNESS POST.
 SY1770
 SY1770                          STATION RECOVERY (1995)
 SY1770
 SY1770'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY1770'RECOVERED IN GOOD CONDITION.
 SY1770
 SY1770                          STATION RECOVERY (2005)
 SY1770
 SY1770'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGC)
 SY1770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1760 ***********************************************************************
 SY1760  DESIGNATION -  BAY SHORE RESET
 SY1760  PID         -  SY1760
 SY1760  STATE/COUNTY-  WA/MASON
 SY1760  USGS QUAD   -  SHELTON (1981)
 SY1760
 SY1760                         *CURRENT SURVEY CONTROL
 SY1760  ___________________________________________________________________
 SY1760* NAD 83(1991)-  47 14 41.58116(N)    123 03 05.12066(W)     ADJUSTED  
 SY1760* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 SY1760  ___________________________________________________________________
 SY1760  LAPLACE CORR-          -8.18  (seconds)                    DEFLEC99
 SY1760  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SY1760
 SY1760  HORZ ORDER  -  SECOND
 SY1760
 SY1760.The horizontal coordinates were established by classical geodetic methods
 SY1760.and adjusted by the National Geodetic Survey in December 1991..
 SY1760
 SY1760.The orthometric height was scaled from a topographic map.
 SY1760
 SY1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1760
 SY1760.The geoid height was determined by GEOID03.
 SY1760
 SY1760;                    North         East     Units Scale Factor Converg.
 SY1760;SPC WA S     -   215,600.346   306,874.785   MT  0.99998096   -1 51 12.0
 SY1760;SPC WA S     -   707,348.80  1,006,805.02   sFT  0.99998096   -1 51 12.0
 SY1760;UTM  10      - 5,232,379.009   496,108.480   MT  0.99960019   -0 02 15.9
 SY1760
 SY1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1760!SPC WA S     -   0.99999509  x   0.99998096  =   0.99997605
 SY1760!UTM  10      -   0.99999509  x   0.99960019  =   0.99959528
 SY1760
 SY1760:                Primary Azimuth Mark                     Grid Az
 SY1760:SPC WA S     -  BAY SHORE AZ MK                          060 35 16.0
 SY1760:UTM  10      -  BAY SHORE AZ MK                          058 46 19.9
 SY1760
 SY1760|---------------------------------------------------------------------|
 SY1760| PID    Reference Object                     Distance      Geod. Az  |
 SY1760|                                                           dddmmss.s |
 SY1760| SY1770 BAY SHORE AZ MK                     APPROX. 0.9 KM 0584404.0 |
 SY1760| DD9382 BAY SHORE RM 1                       24.724 METERS 06632     |
 SY1760| SY1745 BAY RESET                           APPROX. 0.7 KM 0850511.9 |
 SY1760| DD9384 BAY SHORE RM 3                       23.557 METERS 17958     |
 SY1760| DD9385 BAY SHORE RM 4                       28.362 METERS 27715     |
 SY1760| DD9383 BAY SHORE RM 2                       24.815 METERS 33204     |
 SY1760| SY1774 BAY SHORE RM 5                       93.320 METERS 35937     |
 SY1760|---------------------------------------------------------------------|
 SY1760
 SY1760                          SUPERSEDED SURVEY CONTROL
 SY1760
 SY1760  NAD 83(1986)-  47 14 41.58059(N)    123 03 05.12887(W) AD(       ) 2
 SY1760  NAD 27      -  47 14 42.23900(N)    123 03 00.59100(W) AD(       ) 2
 SY1760
 SY1760.Superseded values are not recommended for survey control.
 SY1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1760.See file dsdata.txt to determine how the superseded data were derived.
 SY1760
 SY1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9610832379(NAD 83)
 SY1760_MARKER: DS = TRIANGULATION STATION DISK
 SY1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY1760
 SY1760  HISTORY     - Date     Condition        Report By
 SY1760  HISTORY     - 1973     MONUMENTED       NGS
 SY1760
 SY1760                          STATION DESCRIPTION
 SY1760
 SY1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 SY1760'THE COUNTY REQUESTED THE STATION MARK BE LOWERED TO ALLOW RE-SLOPING
 SY1760'OF THE PARKING LOT.  AN UNDERGROUND MARK WAS SET 30 INCHES BELOW
 SY1760'GROUND, AND A SURFACE MARK SET 10 INCHES BELOW GROUND, AND IN A
 SY1760'MONUMENT CASE, THE COVER OF WHICH IS ABOUT 1 INCH BELOW GROUND
 SY1760'(ALL MEASUREMENTS TO PROPOSED SURFACE AFTER LOT IS RE-SLOPED).
 SY1760'REFERENCE MARK NO. 1 MEASURED 0.02 METER SHORTER THAN THE 1954
 SY1760'MEASUREMENT, BUT THE MARK DOES NOT APPEAR TO HAVE BEEN
 SY1760'DISTURBED.  REFERENCE MARK NO. 3 WAS RECOVERED IN GOOD
 SY1760'CONDITION.  REFERENCE MARK NO. 4 HAS THE DISK MISSING, BUT THE
 SY1760'STEM WILL SERVE AS A REFERENCE MARK.  REFERENCE MARK NO. 5
 SY1760'WAS ESTABLISHED.
 SY1760'
 SY1760'THE STATION IS NEAR THE SOUTHEAST CORNER OF THE FENCED YARD AT
 SY1760'THE MASON COUNTY HIGHWAY DEPT. CENTRAL SHOP, ABOUT 3-1/2 MILES
 SY1760'NORTHEAST OF SHELTON AND 3/4 MILE WEST OF BAY SHORE POINT, IN
 SY1760'SECTION 3,T20N, R3W.
 SY1760'
 SY1760'REACHED FROM THE INTERSECTION OF FIRST AND PINE STREETS IN
 SY1760'SHELTON BY GOING EAST AND NORTHEAST ON STATE HIGHWAY 3 FOR 3.8
 SY1760'MILES TO A REVERSE Y, ABOUT 50 YARDS BEFORE REACHING THE BRIDGE
 SY1760'OVER JOHNS RIVER.  TURN SHARP LEFT AND FOLLOW THE BLACKTOP ROAD
 SY1760'0.4 MILE TO THE WEST END OF THE CYCLONE FENCE AROUND THE COUNTY
 SY1760'SHOPS.  TURN LEFT AND PROCEED TO THE SOUTHEAST CORNER OF THE
 SY1760'FENCED YARD AND THE STATION.
 SY1760'
 SY1760'THE STATION MARK, STAMPED BAY SHORE 1954 1973, IS A STANDARD DISK
 SY1760'SET IN CONCRETE ABOUT 10 INCHES BELOW GROUND AND PROTECTED BY A
 SY1760'MONUMENT CASE, THE COVER OF WHICH IS ABOUT 1 INCH BELOW
 SY1760'GROUND.  MARK IS 78 FEET NORTH OF THE NORTHEAST CORNER OF AN
 SY1760'EQUIPMENT SHED, 2 FEET EAST OF THE PROJECTED EAST SIDE OF THE
 SY1760'SHED AND 45.2 FEET WEST OF THE CYCLONE FENCE ALONG THE EAST SIDE
 SY1760'OF THE YARD.
 SY1760'
 SY1760'REFERENCE MARK NO. 1, STAMPED BAY SHORE NO 1 1954, IS A STANDARD
 SY1760'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SY1760'57 FEET SOUTH-SOUTHEAST OF THE ANGLE IN THE CYCLONE FENCE, 25 FEET
 SY1760'EAST OF THE FENCE, 4 FEET NORTHEAST OF AN 8-INCH FIR TREE AND 1
 SY1760'FOOT WEST OF A METAL WITNESS POST.  (THIS MARK IS OUTSIDE THE
 SY1760'FENCED YARD).
 SY1760'
 SY1760'REFERENCE MARK NO. 3, STAMPED BAY SHORE NO 3 1954, IS A STANDARD
 SY1760'DISK SET IN THE CONCRETE FOUNDATION FOR THE NORTHEAST CORNER OF THE
 SY1760'EQUIPMENT SHED, 18 INCHES ABOVE GROUND, 6 INCHES NORTH OF THE
 SY1760'CORNER OF THE SHED AND 1-1/2 FEET WEST OF THE WEST GATEPOST.
 SY1760'
 SY1760'THE DISK IS MISSING FROM REFERENCE MARK NO. 4, BUT THE STEM
 SY1760'REMAINS AND THE CENTER OF THE STEM WILL SERVE AS A REFERENCE
 SY1760'MARK.  IT IS IN THE NORTHEAST CORNER OF THE CONCRETE APRON ON
 SY1760'THE SOUTH SIDE OF THE MAIN BUILDING, 10 FEET SOUTHEAST OF THE
 SY1760'SOUTHEAST CORNER OF THE BUILDING AND 1 FOOT WEST OF THE EAST EDGE
 SY1760'OF THE APRON.
 SY1760'
 SY1760'REFERENCE MARK NO. 5, STAMPED BAY SHORE 1954 NO 5 1973, IS A
 SY1760'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2
 SY1760'INCHES.  IT IS OUTSIDE THE CYCLONE FENCE, 66.5 FEET NORTHEAST OF
 SY1760'THE NORTHEAST CORNER OF THE FENCE, 33 FEET NORTH OF THE CENTER OF
 SY1760'THE BLACKTOP ROAD, ABOUT 5 FEET HIGHER THAN THE ROAD, 6 FEET
 SY1760'NORTH OF THE UPPER EDGE OF THE BANK ON THE NORTH SIDE OF THE ROAD
 SY1760'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 SY1760'
 SY1760'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION, AND EXTENSIVE
 SY1760'CLEARING WOULD BE REQUIRED, BUT THE MARK IS IN GOOD CONDITION.  IT
 SY1760'IS 9 FEET NORTH OF THE CENTER OF THE ROAD ALONG THE NORTH SIDE OF
 SY1760'THE BAYSHORE GOLF COURSE, 20 FEET NORTH OF THE PROJECTED
 SY1760'CENTERLINE OF THE STRAIGHT PORTION OF THE ROAD TO THE WEST AND 5
 SY1760'FEET SOUTH OF THE SOUTH EDGE OF A 30-INCH FIR TREE WHICH IS THE
 SY1760'WESTERN 1 OF SEVERAL SIMILAR TREES.
 SY1760'
 SY1760'TO REACH THE AZIMUTH MARK FROM THE REVERSE Y MENTIONED IN STATION
 SY1760'TO REACH, WHICH IS 50 YARDS SOUTH OF THE BRIDGE OVER JOHNS CREEK,
 SY1760'CONTINUE NORTH ON STATE HIGHWAY 3 FOR 0.2 MILE, TURN RIGHT AND GO
 SY1760'EAST ALONG THE NORTH SIDE OF THE GOLF COURSE FOR 0.1 MILE TO THE
 SY1760'MARK ON THE LEFT, ON THE INSIDE OF A CURVE TO THE LEFT.
 SY1760'
 SY1760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1760'3-1/2 MILES NORTHEAST OF SHELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1774 ***********************************************************************
 SY1774  DESIGNATION -  BAY SHORE RM 5
 SY1774  PID         -  SY1774
 SY1774  STATE/COUNTY-  WA/MASON
 SY1774  USGS QUAD   -  SHELTON (1981)
 SY1774
 SY1774                         *CURRENT SURVEY CONTROL
 SY1774  ___________________________________________________________________
 SY1774* NAD 83(1991)-  47 14 44.60292(N)    123 03 05.15057(W)     ADJUSTED  
 SY1774* NAVD 88     -        60.5    (meters)     198.     (feet)  VERTCON   
 SY1774  ___________________________________________________________________
 SY1774  LAPLACE CORR-          -8.19  (seconds)                    DEFLEC99
 SY1774  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SY1774
 SY1774  HORZ ORDER  -  SECOND
 SY1774
 SY1774.The horizontal coordinates were established by classical geodetic methods
 SY1774.and adjusted by the National Geodetic Survey in December 1991..
 SY1774
 SY1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1774
 SY1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1774
 SY1774.The geoid height was determined by GEOID03.
 SY1774
 SY1774;                    North         East     Units Scale Factor Converg.
 SY1774;SPC WA S     -   215,693.634   306,877.175   MT  0.99998113   -1 51 12.1
 SY1774;SPC WA S     -   707,654.86  1,006,812.86   sFT  0.99998113   -1 51 12.1
 SY1774;UTM  10      - 5,232,472.291   496,107.913   MT  0.99960019   -0 02 16.0
 SY1774
 SY1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1774!SPC WA S     -   0.99999393  x   0.99998113  =   0.99997506
 SY1774!UTM  10      -   0.99999393  x   0.99960019  =   0.99959412
 SY1774
 SY1774:                Primary Azimuth Mark                     Grid Az
 SY1774:SPC WA S     -  BAY RESET                                094 06 54.8
 SY1774:UTM  10      -  BAY RESET                                092 17 58.7
 SY1774
 SY1774|---------------------------------------------------------------------|
 SY1774| PID    Reference Object                     Distance      Geod. Az  |
 SY1774|                                                           dddmmss.s |
 SY1774| SY1745 BAY RESET                           APPROX. 0.7 KM 0921542.7 |
 SY1774| SY1773 300 501                              78.227 METERS 09313     |
 SY1774| SY1760 BAY SHORE RESET                      93.320 METERS 17937     |
 SY1774|---------------------------------------------------------------------|
 SY1774
 SY1774                          SUPERSEDED SURVEY CONTROL
 SY1774
 SY1774  NAD 83(1986)-  47 14 44.60236(N)    123 03 05.15878(W) AD(       ) 2
 SY1774  NAD 27      -  47 14 45.26118(N)    123 03 00.61985(W) AD(       ) 2
 SY1774  NGVD 29 (07/19/86)   59.4    (m)          195.     (f) VERT ANG       
 SY1774
 SY1774.Superseded values are not recommended for survey control.
 SY1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1774.See file dsdata.txt to determine how the superseded data were derived.
 SY1774
 SY1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9610832472(NAD 83)
 SY1774_MARKER: DR = REFERENCE MARK DISK
 SY1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1774+STABILITY: SURFACE MOTION
 SY1774
 SY1774  HISTORY     - Date     Condition        Report By
 SY1774  HISTORY     - 1973     MONUMENTED       NGS
 SY1774  HISTORY     - 19950813 GOOD             USPSQD
 SY1774
 SY1774                          STATION DESCRIPTION
 SY1774
 SY1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SY1774'THIS STATION WAS ESTABLISHED IN ORDER TO MAKE A TRAVERSE CONNECTION
 SY1774'BETWEEN BAYSHORE 1954 1973 AND BAY 1936 1954.  THE LINE BETWEEN
 SY1774'BAYSHORE AND BAY IS OBSTRUCTED BY HEAVY TIMBER.
 SY1774'
 SY1774'FOR STATION LOCATION, DIRECTIONS TO REACH AND DESCRIPTION OF THE
 SY1774'MARK, SEE THE DESCRIPTION FOR BAYSHORE 1954 1973.
 SY1774'
 SY1774'NEAREST TOWN--SHELTON.
 SY1774
 SY1774                          STATION RECOVERY (1995)
 SY1774
 SY1774'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY1774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5530 ***********************************************************************
 SY5530  DESIGNATION -  BAY VIEW
 SY5530  PID         -  SY5530
 SY5530  STATE/COUNTY-  WA/JEFFERSON
 SY5530  USGS QUAD   -  CENTER (1978)
 SY5530
 SY5530                         *CURRENT SURVEY CONTROL
 SY5530  ___________________________________________________________________
 SY5530* NAD 83(1991)-  47 59 45.43606(N)    122 50 48.74753(W)     ADJUSTED  
 SY5530* NAVD 88     -       123.68   (+/-2cm)     405.8    (feet)  VERTCON   
 SY5530  ___________________________________________________________________
 SY5530  LAPLACE CORR-         -11.31  (seconds)                    DEFLEC99
 SY5530  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SY5530
 SY5530  HORZ ORDER  -  THIRD
 SY5530  VERT ORDER  -  THIRD ? (See Below)
 SY5530
 SY5530.The horizontal coordinates were established by classical geodetic methods
 SY5530.and adjusted by the National Geodetic Survey in December 1991..
 SY5530
 SY5530.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5530.The vertical order pertains to the NGVD 29 superseded value.
 SY5530
 SY5530.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5530
 SY5530.The geoid height was determined by GEOID03.
 SY5530
 SY5530;                    North         East     Units Scale Factor Converg.
 SY5530;SPC WA N     -   112,697.873   349,752.528   MT  0.99994451   -1 29 56.8
 SY5530;SPC WA N     -   369,742.94  1,147,479.75   sFT  0.99994451   -1 29 56.8
 SY5530;UTM  10      - 5,315,861.923   511,423.379   MT  0.99960160   +0 06 49.6
 SY5530
 SY5530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5530!SPC WA N     -   0.99998397  x   0.99994451  =   0.99992849
 SY5530!UTM  10      -   0.99998397  x   0.99960160  =   0.99958558
 SY5530
 SY5530|---------------------------------------------------------------------|
 SY5530| PID    Reference Object                     Distance      Geod. Az  |
 SY5530|                                                           dddmmss.s |
 SY5530| SY1541 B 259                                11.552 METERS 05859     |
 SY5530| CF7154 BAY VIEW RM 3                        18.433 METERS 13505     |
 SY5530| CF7153 BAY VIEW RM 2                        16.584 METERS 23447     |
 SY5530| CF7155 BAY VIEW RM 4                        16.766 METERS 23606     |
 SY5530| SY5529 FAIRMOUNT                           APPROX. 0.8 KM 2645304.5 |
 SY5530|---------------------------------------------------------------------|
 SY5530
 SY5530                          SUPERSEDED SURVEY CONTROL
 SY5530
 SY5530  NAD 83(1986)-  47 59 45.43496(N)    122 50 48.75366(W) AD(       ) 3
 SY5530  NAD 27      -  47 59 46.10400(N)    122 50 44.14100(W) AD(       ) 3
 SY5530  NGVD 29 (07/19/86)  122.58   (m)          402.2    (f) LEVELING    3  
 SY5530
 SY5530.Superseded values are not recommended for survey control.
 SY5530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5530.See file dsdata.txt to determine how the superseded data were derived.
 SY5530
 SY5530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU1142315862(NAD 83)
 SY5530_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5530_SETTING: 80 = SET IN A BOULDER
 SY5530_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY5530
 SY5530  HISTORY     - Date     Condition        Report By
 SY5530  HISTORY     - 1955     MONUMENTED       CGS
 SY5530  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY5530  HISTORY     - 1969     SEE DESCRIPTION  WAA
 SY5530  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SY5530  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY5530
 SY5530                          STATION DESCRIPTION
 SY5530
 SY5530'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY5530'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF PORT TOWNSEND,
 SY5530'2 MILES EAST OF THE JUNCTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY
 SY5530'9, AND ON THE EAST SIDE OF PORT DISCOVERY BAY.
 SY5530'
 SY5530'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY
 SY5530'9 AT THE HEAD OF PORT DISCOVERY BAY, GO NORTHEASTERLY ON STATE
 SY5530'HIGHWAY 9 FOR 2.2 MILES TO THE STATION ON THE LEFT SIDE OF THE
 SY5530'HIGHWAY, AND ON A PARKING SPACE.
 SY5530'
 SY5530'THE STATION MARK IS A STANDARD DISK STAMPED BAY VIEW 1955.  IT IS
 SY5530'SET IN A DRILL HOLE IN A BOULDER PROJECTING 2 INCHES ABOVE THE
 SY5530'GROUND.  THE MARK IS 42 FEET NORTHWEST OF THE CENTERLINE OF STATE
 SY5530'HIGHWAY 9, 6.5 FEET EAST OF A WHITE WITNESS POST, AND 5 FEET
 SY5530'SOUTHEAST OF A DROP OFF THAT LEADS TO THE BEACH.
 SY5530'
 SY5530'BENCH MARK B 259 1944 IS A STANDARD BENCH MARK DISK STAMPED B 259
 SY5530'1944.  IT IS SET IN A DRILL HOLE IN A BEDROCK PROJECTING 2 INCHES
 SY5530'ABOVE THE GROUND, AND 3 INCHES LOWER THAN THE HIGHEST POINT OF THE
 SY5530'BEDROCK.  THE MARK IS 0.162 METER BELOW THE STATION MARK, 33 FEET
 SY5530'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 9, AND 6 FEET
 SY5530'SOUTHEAST OF WHERE THE GROUND DROPS OFF TO THE BEACH.
 SY5530'
 SY5530'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BAY VIEW NO 2 1955.  IT
 SY5530'IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER FLUSH WITH THE
 SY5530'GROUND, AND 6 INCHES LOWER THAN THE STATION MARK.  THE MARK IS 51
 SY5530'FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 9, AND NEXT TO
 SY5530'THE DROP OFF TO THE SOUTHEAST TO THE BEACH.
 SY5530'
 SY5530'AN AZIMUTH MARK WAS NOT SET FOR THE STATION.
 SY5530
 SY5530                          STATION RECOVERY (1962)
 SY5530
 SY5530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 SY5530'THE STATION AND BENCH MARK B 259, 1944 WERE RECOVERED IN GOOD
 SY5530'CONDITION.  REFERENCE MARK 2 WAS DESTROYED.
 SY5530'
 SY5530'THE STATION IS LOCATED ON THE EAST SIDE OF DISCOVERY BAY, ABOUT
 SY5530'10 MILES SOUTHWEST OF PORT TOWNSEND, AND ABOUT 2 MILES EAST OF THE
 SY5530'JUNCTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY 9.
 SY5530'
 SY5530'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 9 E GO NORTHEAST
 SY5530'ON STATE HIGHWAY 9 FOR 0.3 MILE TO THE STATION ON THE LEFT IN A
 SY5530'TURNOUT.
 SY5530'
 SY5530'THE STATION IS A STANDARD DISK STAMPED BAY VIEW 1955 SET IN A
 SY5530'DRILL HOLE IN A BOULDER THAT IS 2 INCHES BELOW THE SURFACE OF THE
 SY5530'GROUND.  IT IS 42.4 FEET NORTHWEST OF THE CENTERLINE OF THE
 SY5530'HIGHWAY, 7.3 FEET EAST OF A WHITE WITNESS POST, AND 3 FEET
 SY5530'SOUTHEAST OF A DROP OFF THAT LEADS TO THE BEACH.
 SY5530'
 SY5530'BENCH MARK B 259 1944 IS A STANDARD IRON BENCH MARK DISK STAMPED
 SY5530'B 259 1944, SET IN A DRILL HOLE IN A BOULDER, 2 INCHES BELOW THE
 SY5530'SURFACE OF THE GROUND.  IT IS WEST OF AND 3 INCHES LOWER THAN THE
 SY5530'HIGHEST POINT OF THE BOULDER.
 SY5530
 SY5530                          STATION RECOVERY (1969)
 SY5530
 SY5530'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1969
 SY5530'BAY VIEW 1955 GOOD
 SY5530'
 SY5530'B 259 1944 GOOD
 SY5530'
 SY5530'DID NOT SEARCH FOR RM2.
 SY5530'
 SY5530'STA AND BM SHOULD HAVE METAL POSTS WITH TAGS ON THEM AS STATE
 SY5530'HIWAY DUMPS FILL MATERIAL ON PARKING AREA AND MONS ARE DIFFICULT
 SY5530'TO FIND WITHOUT SOME WITNESS EVIDENCE.
 SY5530
 SY5530                          STATION RECOVERY (1970)
 SY5530
 SY5530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SY5530'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 SY5530'CONDITION.  THE STEM OF THE NO. 2 REFERENCE MARK DISK WAS FOUND IN
 SY5530'THE BOULDER, BUT IT IS POSSIBLE THE BOULDER HAS BEEN MOVED.  A
 SY5530'STOVEBOLT WAS SET IN THE STEM OF THE DISK TO SERVE AS AN
 SY5530'ADDITIONAL REFERENCE MARK.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 SY5530'
 SY5530'THE STATION IS ABOUT 9 MILES SOUTH-SOUTHWEST OF PORT TOWNSEND, 5
 SY5530'MILES SOUTHWEST OF HADLOCK, ON THE SOUTHEAST END OF PORT DISCOVERY,
 SY5530'(ALSO CALLED DISCOVERY BAY), AT A TURNOUT ON THE NORTHWEST SIDE OF
 SY5530'STATE HIGHWAY 113, AND IN SECTION 19, T 29 N, R 1 W.
 SY5530'
 SY5530'THE STATION MARK, STAMPED BAY VIEW 1955, IS A STANDARD DISK SET IN
 SY5530'THE WESTERN END OF A 6-FOOT LONG BEDROCK OUTCROP FLUSH WITH THE
 SY5530'GROUND, BUT THE EASTERN 2 FEET OF THE OUTCROP PROJECTS ABOUT 2
 SY5530'INCHES.  IT IS 102.5 FEET NORTH OF THE NORTHEAST POST OF THE
 SY5530'SOUTHWEST GUARDRAIL, 42.3 FEET NORTHWEST OF THE CENTER OF STATE
 SY5530'HIGHWAY 113 AND 2.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 SY5530'
 SY5530'REFERENCE MARK NO. 1 IS BENCH MARK B 259, AN IRON BENCH MARK DISK
 SY5530'SET IN A DEPRESSION IN A BOULDER WHICH PROJECTS 2 INCHES TO THE
 SY5530'SOUTHEAST OF THE MARK AND HAS A SMALL PORTION WHICH REMAINS EXPOSED
 SY5530'ABOUT 1 FOOT WEST OF THE MARK, (MARK ITSELF COVERS WITH DIRT).  IT
 SY5530'IS 151 FEET SOUTHWEST OF THE SOUTHWEST POST OF THE NORTHEAST
 SY5530'GUARDRAIL, 38 FEET NORTHEAST OF THE METAL WITNESS POST AND 32.5
 SY5530'FEET NORTHWEST OF THE CENTER OF HIGHWAY 113.
 SY5530'
 SY5530'REFERENCE MARK NO. 3, STAMPED BAY VIEW 1955 NO 3 1970, IS A
 SY5530'STANDARD DISK SET IN A SMALL SHELF ON THE VERTICAL ROCK CLIFF
 SY5530'DIRECTLY ACROSS THE ROAD FROM THE STATION, ABOUT 4 FEET HIGHER THAN
 SY5530'THE ROAD, 35 YARDS NORTHEAST OF THE NORTHEAST END OF THE SOUTHWEST
 SY5530'GUARDRAIL AND 18 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY.
 SY5530'
 SY5530'REFERENCE MARK NO. 4 IS THE HEAD OF A STOVEBOLT SET INTO THE
 SY5530'HOLLOW STEM OF REFERENCE MARK NO. 2 DISK.  IT IS SET IN A 2-FOOT
 SY5530'DIAMETER BOULDER ON THE STEEP SLOPE 52 FEET NORTHWEST OF THE CENTER
 SY5530'OF THE HIGHWAY, 57 FEET NORTH OF THE NORTHEAST POST OF THE
 SY5530'SOUTHWEST GUARDRAIL AND 18 INCHES LOWER THAN THE PARKING AREA.
 SY5530'MARK IS ABOUT 8 INCHES SOUTHEAST OF THE NORTHWEST EDGE AND 8
 SY5530'INCHES SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK.
 SY5530'
 SY5530'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY
 SY5530'113 (18 MILES SOUTHEAST OF SEQUIM), BY GOING NORTHEAST ON S.H. 113
 SY5530'FOR 1.85 MILES TO A Y, CONTINUE NORTHEAST ON STATE HIGHWAY 113 FOR
 SY5530'0.3 MILE TO A TURNOUT AND PARKING AREA BETWEEN TWO GUARDRAILS AND
 SY5530'THE STATION.
 SY5530'
 SY5530'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY5530'5 MILES SOUTHWEST OF HADLOCK.
 SY5530
 SY5530                          STATION RECOVERY (1976)
 SY5530
 SY5530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (EAT)
 SY5530'THE STATION WAS ACCIDENTLY DESTROYED DURING ROAD WIDENING.  THE
 SY5530'DISK HAS BEEN RECEIVED AT PACIFIC MARINE CENTER, NOS.
 SY5530'
 SY5530'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY5530'5 MILES SW OF HADLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1830 ***********************************************************************
 SC1830  DESIGNATION -  BAY VIEW LIGHT
 SC1830  PID         -  SC1830
 SC1830  STATE/COUNTY-  WA/WAHKIAKUM
 SC1830  USGS QUAD   -  SKAMOKAWA (1985)
 SC1830
 SC1830                         *CURRENT SURVEY CONTROL
 SC1830  ___________________________________________________________________
 SC1830* NAD 83(1991)-  46 16 25.18750(N)    123 28 58.19567(W)     ADJUSTED  
 SC1830* NAVD 88     -                                                        
 SC1830  ___________________________________________________________________
 SC1830  LAPLACE CORR-          11.97  (seconds)                    DEFLEC99
 SC1830  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SC1830
 SC1830  HORZ ORDER  -  THIRD
 SC1830
 SC1830.The horizontal coordinates were established by classical geodetic methods
 SC1830.and adjusted by the National Geodetic Survey in December 1991..
 SC1830
 SC1830
 SC1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1830
 SC1830.The geoid height was determined by GEOID03.
 SC1830
 SC1830;                    North         East     Units Scale Factor Converg.
 SC1830;SPC WA S     -   108,863.675   270,152.807   MT  0.99992929   -2 10 00.2
 SC1830;SPC WA S     -   357,163.57    886,326.33   sFT  0.99992929   -2 10 00.2
 SC1830;SPC OR N     -   293,958.854 2,270,115.333   MT  1.00008116   -2 06 55.4
 SC1830;SPC OR N     -   964,431.94  7,447,884.95   iFT  1.00008116   -2 06 55.4
 SC1830;UTM  10      - 5,124,567.358   462,797.955   MT  0.99961701   -0 20 56.1
 SC1830
 SC1830                          SUPERSEDED SURVEY CONTROL
 SC1830
 SC1830  NAD 83(1991)-  46 16 25.18750(N)    123 28 58.19567(W) AD(       ) 4
 SC1830  NAD 83(1986)-  46 16 25.19964(N)    123 28 58.18847(W) AD(       ) 4
 SC1830  NAD 27      -  46 16 25.80425(N)    123 28 53.71178(W) AD(       ) 3
 SC1830
 SC1830.Superseded values are not recommended for survey control.
 SC1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1830.See file dsdata.txt to determine how the superseded data were derived.
 SC1830
 SC1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6279824567(NAD 83)
 SC1830
 SC1830  HISTORY     - Date     Condition        Report By
 SC1830  HISTORY     - UNK      MONUMENTED
 SC1830  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SC1830
 SC1830                          STATION DESCRIPTION
 SC1830
 SC1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1830'STATION LOST, LIGHT MOVED TO NEW LOCATION, LOCATED DURING 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1341 ***********************************************************************
 SX1341  DESIGNATION -  BAYNE
 SX1341  PID         -  SX1341
 SX1341  STATE/COUNTY-  WA/KING
 SX1341  USGS QUAD   -  CUMBERLAND (1993)
 SX1341
 SX1341                         *CURRENT SURVEY CONTROL
 SX1341  ___________________________________________________________________
 SX1341* NAD 83(1991)-  47 17 45.18309(N)    121 55 15.61858(W)     ADJUSTED  
 SX1341* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 SX1341  ___________________________________________________________________
 SX1341  LAPLACE CORR-          15.80  (seconds)                    DEFLEC99
 SX1341  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 SX1341
 SX1341  HORZ ORDER  -  SECOND
 SX1341
 SX1341.The horizontal coordinates were established by classical geodetic methods
 SX1341.and adjusted by the National Geodetic Survey in December 1991..
 SX1341
 SX1341.The orthometric height was scaled from a topographic map.
 SX1341
 SX1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1341
 SX1341.The geoid height was determined by GEOID03.
 SX1341
 SX1341;                    North         East     Units Scale Factor Converg.
 SX1341;SPC WA N     -    33,478.728   417,732.919   MT  1.00004432   -0 48 35.3
 SX1341;SPC WA N     -   109,838.13  1,370,512.09   sFT  1.00004432   -0 48 35.3
 SX1341;UTM  10      - 5,238,610.004   581,576.865   MT  0.99968178   +0 47 34.7
 SX1341
 SX1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1341!SPC WA N     -   0.99994072  x   1.00004432  =   0.99998503
 SX1341!UTM  10      -   0.99994072  x   0.99968178  =   0.99962251
 SX1341
 SX1341|---------------------------------------------------------------------|
 SX1341| PID    Reference Object                     Distance      Geod. Az  |
 SX1341|                                                           dddmmss.s |
 SX1341| CF4078 BAYNE RM                             15.240 METERS 14537     |
 SX1341| SX1277 WALKER                              APPROX. 5.9 KM 1861425.1 |
 SX1341|---------------------------------------------------------------------|
 SX1341
 SX1341                          SUPERSEDED SURVEY CONTROL
 SX1341
 SX1341  NAD 83(1986)-  47 17 45.17312(N)    121 55 15.63021(W) AD(       ) 2
 SX1341  NAD 27      -  47 17 45.81500(N)    121 55 11.23000(W) AD(       ) 2
 SX1341
 SX1341.Superseded values are not recommended for survey control.
 SX1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1341.See file dsdata.txt to determine how the superseded data were derived.
 SX1341
 SX1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8157738610(NAD 83)
 SX1341_MARKER: Z = SEE DESCRIPTION
 SX1341_SETTING: 0 = UNSPECIFIED SETTING
 SX1341
 SX1341  HISTORY     - Date     Condition        Report By
 SX1341  HISTORY     - 1937     MONUMENTED       WAGS
 SX1341  HISTORY     - 1966     SEE DESCRIPTION  BPA
 SX1341
 SX1341                          STATION DESCRIPTION
 SX1341
 SX1341'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1341'STATION IS LOCATED ON THE 1,500 FOOT HILL NEAR THE CENTER OF THE
 SX1341'NE 1/4 SEC. 21, T.21, R.7, 1 MILE (AIR LINE) N OF CUMBERLAND AND
 SX1341'1-3/4 MILES E OF FRANKLIN ON A NE-SW RIDGE.  STATION IS AT THE TOP
 SX1341'OF A BREAK IN THE SHOULDER OF THE HILL 300 FEET W OF THE TOP OF
 SX1341'THE HILL.
 SX1341'
 SX1341'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS WEDGED
 SX1341'IN DRILL HOLES IN BOULDERS.
 SX1341'
 SX1341'FROM CUMBERLAND GO TO N EDGE OF THE TOWN AND TAKE LEFT TURN W AT
 SX1341'SIGN READING GREEN RIVER GORGE AND FOLLOW MAIN ROAD ABOUT 1 MILE
 SX1341'TO A POINT WHERE MAIN ROAD MAKES A LEFT TURN.  TURN RIGHT ON
 SX1341'WOOD ROAD RUNNING SW TO POINT OF HILL.  CONTINUE ON THIS ROAD AND
 SX1341'KEEP TO THE RIGHT PASSING A COUPLE OF LEFT FORKS.  FROM SW POINT
 SX1341'OF HILL GO NE ABOUT 300 YARDS.
 SX1341
 SX1341                          STATION RECOVERY (1966)
 SX1341
 SX1341'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1966
 SX1341'AN EXTENSIVE SEARCH WAS MADE FOR THIS STATION BUT IT WAS NOT
 SX1341'RECOVERED.  THE AREA IS COVERED BY DENSE BRUSH AND SECOND GROWTH
 SX1341'TIMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1147 ***********************************************************************
 TR1147  DESIGNATION -  BAYVIEW
 TR1147  PID         -  TR1147
 TR1147  STATE/COUNTY-  WA/SKAGIT
 TR1147  USGS QUAD   -  LA CONNER (1973)
 TR1147
 TR1147                         *CURRENT SURVEY CONTROL
 TR1147  ___________________________________________________________________
 TR1147* NAD 83(1991)-  48 29 32.11915(N)    122 28 58.58900(W)     ADJUSTED  
 TR1147* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 TR1147  ___________________________________________________________________
 TR1147  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 TR1147  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 TR1147
 TR1147  HORZ ORDER  -  SECOND
 TR1147
 TR1147.The horizontal coordinates were established by classical geodetic methods
 TR1147.and adjusted by the National Geodetic Survey in December 1991..
 TR1147
 TR1147.The orthometric height was scaled from a topographic map.
 TR1147
 TR1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1147
 TR1147.The geoid height was determined by GEOID03.
 TR1147
 TR1147;                    North         East     Units Scale Factor Converg.
 TR1147;SPC WA N     -   167,222.192   378,086.845   MT  0.99996358   -1 13 41.4
 TR1147;SPC WA N     -   548,628.14  1,240,439.92   sFT  0.99996358   -1 13 41.4
 TR1147;UTM  10      - 5,371,143.800   538,201.832   MT  0.99961793   +0 23 14.0
 TR1147
 TR1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1147!SPC WA N     -   1.00000321  x   0.99996358  =   0.99996679
 TR1147!UTM  10      -   1.00000321  x   0.99961793  =   0.99962114
 TR1147
 TR1147|---------------------------------------------------------------------|
 TR1147| PID    Reference Object                     Distance      Geod. Az  |
 TR1147|                                                           dddmmss.s |
 TR1147| CF7560 BAYVIEW RM 3                         12.255 METERS 15943     |
 TR1147| TR1181 BAYVIEW AZ MK                       APPROX. 0.6 KM 1673346.5 |
 TR1147| TR1225 SWINOMISH SLOUGH HWY BRI E LT       APPROX. 4.7 KM 2093600.2 |
 TR1147| TR1236 SWINOMISH SLOUGH HWY BRI W LT       APPROX. 4.7 KM 2100200.7 |
 TR1147| TR1235 SWINOMISH SLOUGH N ENT LT 6         APPROX. 4.0 KM 2260019.5 |
 TR1147| TR1215 SWINOMISH SLOUGH N ENT LT 4         APPROX. 3.9 KM 2450258.9 |
 TR1147| TR1205 SWINOMISH SLOUGH N ENT LT 2         APPROX. 4.2 KM 2640505.4 |
 TR1147| TR1922 MARCH POINT LIGHT                   APPROX. 5.9 KM 2902812.0 |
 TR1147| AH6907 BAYVIEW RM 1                         11.350 METERS 29917     |
 TR1147| AH6908 BAYVIEW RM 2                         12.645 METERS 35238     |
 TR1147| TR0982 JOE LEARY SLOUGH GRAY BARN SW GABLE APPROX. 4.1 KM 3565249.1 |
 TR1147|---------------------------------------------------------------------|
 TR1147
 TR1147                          SUPERSEDED SURVEY CONTROL
 TR1147
 TR1147  NAD 83(1986)-  48 29 32.12400(N)    122 28 58.59573(W) AD(       ) 2
 TR1147  NAD 27      -  48 29 32.74100(N)    122 28 53.99800(W) AD(       ) 2
 TR1147
 TR1147.Superseded values are not recommended for survey control.
 TR1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1147.See file dsdata.txt to determine how the superseded data were derived.
 TR1147
 TR1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3820271144(NAD 83)
 TR1147_MARKER: DS = TRIANGULATION STATION DISK
 TR1147_SETTING: 80 = SET IN A BOULDER
 TR1147_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TR1147_MARK LOGO: CGS   
 TR1147_PROJECTION: FLUSH
 TR1147_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1147+STABILITY: SURFACE MOTION
 TR1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1147+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1984
 TR1147
 TR1147  HISTORY     - Date     Condition        Report By
 TR1147  HISTORY     - 1939     MONUMENTED       CGS
 TR1147  HISTORY     - 1942     GOOD             CGS
 TR1147  HISTORY     - 1950     GOOD             CGS
 TR1147  HISTORY     - 1953     GOOD             CGS
 TR1147  HISTORY     - 1955     GOOD             CGS
 TR1147  HISTORY     - 1966     GOOD             HDA
 TR1147  HISTORY     - 1979     GOOD             NGS
 TR1147  HISTORY     - 1980     POOR             USAF
 TR1147  HISTORY     - 1984     GOOD             NOS
 TR1147  HISTORY     - 19840117 GOOD             NGS
 TR1147  HISTORY     - 20060520 POOR             USPSQD
 TR1147
 TR1147                          STATION DESCRIPTION
 TR1147
 TR1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1147'ON THE EASTERN SHORE OF PADILLA BAY ON A ROUNDING POINT OF LAND
 TR1147'APPROXIMATELY 1/2 MILE N OF THE VILLAGE OF BAYVIEW.  ON THE BEACH,
 TR1147'AND BELOW THE HIGH-WATER LINE, IMMEDIATELY W OF THE HIGHEST POINT OF
 TR1147'THE FIRST BLUFF N OF THE FIRST ROAD N OF BAYVIEW LEAVING THE MAIN
 TR1147'ROAD.  AND ABOUT 3 METERS W OF THE BASE OF THE BLUFF.
 TR1147'
 TR1147'STATION MARK IS A BRONZE DISK CEMENTED INTO A DRILL HOLE IN A
 TR1147'LARGE, DARK COLORED BOULDER PROJECTING ABOUT 2 FEET ABOVE THE
 TR1147'GRAVEL BEACH.
 TR1147'
 TR1147'REFERENCE MARKS ARE BRONZE DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 TR1147'
 TR1147'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 TR1147
 TR1147                          STATION RECOVERY (1942)
 TR1147
 TR1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCP)
 TR1147'STATION AND TWO REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 TR1147'GOOD CONDITION.  STATION WAS NOT OCCUPIED BUT A LIGHT WAS SHOWN
 TR1147'FROM IT.
 TR1147'
 TR1147'STATION IS LOCATED ABOUT 6 MILES, AIR LINE, NW OF BURLINGTON AND
 TR1147'ABOUT 0.5 MILE N OF BAYVIEW, ABOUT 150 YARDS N OF AN OYSTER HOUSE
 TR1147'ON THE EASTERN SHORE OF PADILLA BAY.  IT IS ON THE BEACH AT
 TR1147'APPROXIMATELY THE HIGH-WATER LEVEL AND IS ABOUT 30 FEET FROM THE
 TR1147'FOOT OF THE STEEP BANK.
 TR1147'
 TR1147'STATION MARK IS A BRONZE DISK STAMPED BAYVIEW 1939.
 TR1147'
 TR1147'REFERENCE MARK NO. 1 IS A BRONZE DISK.  IT IS NW AND ABOUT
 TR1147'2 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED 1 1939.  OUR
 TR1147'MEASUREMENT TO REFERENCE MARK NO.1 DIFFERS SLIGHTLY FROM THE
 TR1147'ORIGINAL.  11.327 METERS (37.160 FEET) AGAINST 11.333 METERS ON THE
 TR1147'ORIGINAL.
 TR1147'
 TR1147'REFERENCE MARK NO. 2 IS A BRONZE DISK.  IT IS N AND ABOUT
 TR1147'1 FOOT LOWER THAN THE STATION.  IT IS STAMPED 2 1939.  OUR
 TR1147'MEASUREMENT TO REFERENCE MARK NO. 2 DIFFERS SLIGHTLY FROM THE
 TR1147'ORIGINAL.  12.640 METERS (41.474 FEET) AGAINST 12.648 METERS ON THE
 TR1147'ORIGINAL.
 TR1147'
 TR1147'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 TR1147'
 TR1147'TO REACH FROM BAYVIEW GO N ON THE PAVED ROAD ALONG THE EDGE OF THE
 TR1147'BLUFFS 0.5 MILE TO A SMALL SHACK ON THE LEFT, OR W SIDE OF THE ROAD
 TR1147'OPPOSITE A SIGN LAWYER NOTARY, ETC. AND THE END OF TRUCK TRAVEL.
 TR1147'THEN PACK DOWN THE STAIRWAY FROM THE N SIDE OF THE PLATFORM ON THE N
 TR1147'SIDE OF THE OYSTER HOUSE, TO THE BEACH THEN GO N ABOUT 150 YARDS TO
 TR1147'THE STATION.
 TR1147
 TR1147                          STATION RECOVERY (1950)
 TR1147
 TR1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1147'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 TR1147'
 TR1147'STATION IS ON THE E SHORE OF PADILLA BAY, ABOUT 1/2 MILE N OF THE
 TR1147'VILLAGE OF BAYVIEW, ABOUT 150 YARDS N OF THE STEPS LEADING DOWN THE
 TR1147'BANK FROM THE ABANDONED OYSTER HOUSE ON THE W SIDE OF THE ROAD
 TR1147'OPPOSITE JOHN OVERWAYS HOUSE, AT THE FOOT OF A 50-FOOT BLUFF, AND
 TR1147'ABOUT 5 METERS W OF THE EXTREME HIGH-WATER LINE.
 TR1147'
 TR1147'STATION MARK IS A STANDARD STATION DISK, THE STAMPING OF WHICH IS
 TR1147'ILLEGIBLE, SET IN A DRILL HOLE IN A LARGE DARK-COLORED BOULDER,
 TR1147'COVERED AT HIGH WATER.
 TR1147'
 TR1147'R.M. 1 IS NW OF THE STATION.  IT IS A STANDARD REFERENCE-MARK DISK,
 TR1147'STAMPED 1 1939, SET IN A DRILL HOLE IN A LARGE ROCK WHICH IS COVERED
 TR1147'EXCEPT AT LOW TIDE.  THE DISTANCE TO THE REFERENCE MARK WAS VERIFIED
 TR1147'AND CHECKED THE 1942 MEASUREMENT.
 TR1147'
 TR1147'R.M. 2 IS N OF THE STATION.  IT IS A STANDARD REFERENCE-MARK DISK,
 TR1147'STAMPED 2 1939, SET IN A DRILL HOLE IN A ROCK WHICH IS COVERED AT
 TR1147'HIGH WATER.  THE DISTANCE TO THE REFERENCE MARK WAS VERIFIED AND
 TR1147'CHECKED THE 1942 MEASUREMENT.
 TR1147'
 TR1147'AT THE TIME OF THIS RECOVERY THE OLD TRIPOD WAS STILL STANDING.
 TR1147
 TR1147                          STATION RECOVERY (1953)
 TR1147
 TR1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1147'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 TR1147'1939.  A COMPLETE DESCRIPTION FOLLOWS--
 TR1147'
 TR1147'ON THE EASTERN SHORE OF PADILLA BAY, ABOUT 0.7 MILE NORTH NORTHWEST
 TR1147'OF THE TOWN OF BAYVIEW, ABOUT 1480 FEET NORTH NORTHWEST OF A SIGN,
 TR1147'BAYVIEW STATE PARK, OPPOSITE THE FIRST PRONOUNCED TURN IN THE
 TR1147'SHORELINE NORTHERLY OF BAYVIEW, OPPOSITE THE HIGHEST POINT OF THE
 TR1147'BLUFF, 37 FEET OUT FROM THE EDGE OF THE BLUFF, 15 FEET OFFSHORE
 TR1147'FROM AND BELOW THE HIGH WATER LINE, AND ON A BOULDER WHICH
 TR1147'PROJECTS ABOUT 2-1/2 FEET ABOVE THE BEACH.  THE STATION IS A STANDARD
 TR1147'DISK, STAMPED BAYVIEW WITH THE REST OF THE STAMPING ILLEGIBLE.
 TR1147'
 TR1147'R.M. 1 IS NORTHWEST OF THE STATION, A STANDARD REFERENCE MARK DISK,
 TR1147'SET IN A BOULDER, OFFSHORE FROM THE MEAN HIGH WATER LINE.  THE MARK
 TR1147'WAS AWASH AT THE TIME OF RECOVERY AND DISTANCE OR STAMPING COULD
 TR1147'NOT BE VERIFIED.
 TR1147'
 TR1147'R.M. 2 IS NORTH OF THE STATION, A STANDARD REFERENCE MARK DISK, SET
 TR1147'IN DRILL HOLE IN A BOULDER.  HALF THE DISK HAS BEEN TORN OFF.  THE
 TR1147'DISTANCE TO THE STATION WAS VERIFIED BUT THE POSITION OF THE MARK
 TR1147'MAY HAVE BEEN DISTURBED.
 TR1147
 TR1147                          STATION RECOVERY (1955)
 TR1147
 TR1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (BM)
 TR1147'STATION MARK AND RM 2 RECOVERED.  EASTERLY ONE-THIRD OF RM 2 IS
 TR1147'GONE.  RM 1 NOT SEARCHED FOR.  THE SHACK ON THE LEFT AND THE SIGN
 TR1147'MENTIONED BY J.C.P., 1942 ARE GONE.
 TR1147'
 TR1147'THE STEPS MENTIONED IN PREVIOUS DESCRIPTIONS ARE AT THE BASE OF A
 TR1147'GUYED POWER POLE BEARING TRANSFORMER J2029X WHICH IS DIRECTLY ACROSS
 TR1147'THE ROAD FROM THE 3RD HOUSE NORTH OF BAYVIEW STATE PARK.  THE HOUSE
 TR1147'HAS A SEMI-CIRCULAR CONCRETE DRIVEWAY WITH A RADIUS OF 70 FEET.  THE
 TR1147'STEPS DOWN THE BLUFF ARE DILAPIDATED AND MAY NOT LAST MUCH LONGER.
 TR1147
 TR1147                          STATION RECOVERY (1966)
 TR1147
 TR1147'RECOVERY NOTE BY HORTON DENNIS ASSOCIATES 1966
 TR1147'STATION WAS SEARCHED FOR AND RECOVERED IN GOOD CONDITION.
 TR1147'
 TR1147'DESCRIPTION IS ADEQUATE.
 TR1147
 TR1147                          STATION RECOVERY (1979)
 TR1147
 TR1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR1147'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED.  THE DISTANCE
 TR1147'TO REFERENCE MARK 1 WAS LONGER BY 0.017 METER.  THE DISTANCE TO THE
 TR1147'STEM OF RM 2 COMPARED FAVORABLY WITH THE 1939 DATA BUT THE ANGLE
 TR1147'BETWEEN THE MARKS IS NOW SMALLER BY 56 MINUTES.  A REFERENCE MARK 3
 TR1147'AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS DATE.  A COMPLETE NEW
 TR1147'DESCRIPTION FOLLOWS--
 TR1147'
 TR1147'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF BURLINGTON, 0.5
 TR1147'MILE NORTH OF THE SMALL VILLAGE OF BAYVIEW AND ABOUT 1/4 MILE NORTH
 TR1147'OF THE BEACH PARKING AREA FOR THE BAYVIEW STATE PARK.
 TR1147'
 TR1147'TO REACH THE STATION FROM THE INTERSECTION OF BAYVIEW-EDISON ROAD AND
 TR1147'WILSON ROAD IN THE SMALL VILLAGE OF BAYVIEW GO NORTH ON
 TR1147'BAYVIEW-EDISON ROAD FOR 0.3 MILE TO THE PARK ENTRANCE ON THE RIGHT.
 TR1147'TURN RIGHT AND GO EAST FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 TR1147'AND GO WEST, PASSING UNDER THE MAIN ROAD, FOR 0.1 MILE TO A
 TR1147'T-INTERSECTION AND A PARKING AREA.  TURN RIGHT AND GO NORTH FOR 0.05
 TR1147'MILE TO THE NORTHEAST CORNER OF THE PARKING AREA.  WALK NORTH UP THE
 TR1147'BEACH TO THE FIRST ROUNDING POINT AND THE STATION.
 TR1147'
 TR1147'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 TR1147'SET INTO THE TOP OF A BOULDER OF 3 METERS (10 FEET) LARGEST DIMENSION.
 TR1147'THE DISK IS BATTERED, NO STAMPING CAN BE READ.  THE MARK IS LOCATED
 TR1147'8.2 METERS (27 FEET) W FROM THE EDGE OF THE STEEP BANK.
 TR1147'
 TR1147'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 TR1147'NOS) DISK STAMPED ---1 1939--- SET INTO THE TOP OF A BOULDER OF 0.9
 TR1147'METER (3 FEET) LARGEST DIMENSION AND 0.6 METER (2 FEET) LOWER THAN
 TR1147'THE STATION.
 TR1147'
 TR1147'REFERENCE MARK NO. 2 IS THE STEM OF REFERENCE MARK 2.  IT IS SET INTO
 TR1147'THE TOP OF A BOULDER OF 0.6 METER (2 FEET) LARGEST DIMENSION AND IS
 TR1147'AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 TR1147'
 TR1147'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TR1147'STAMPED ---BAYVIEW 1939 NO 3 1979--- SET INTO THE TOP OF A BOULDER OF
 TR1147'0.9 METER (3 FEET) LARGEST DIMENSION LOCATED 5.2 METERS (17 FEET) W
 TR1147'FROM THE BOTTOM OF THE STEEP BANK, 3.0 METERS (10 FEET) E FROM THE
 TR1147'HIGH WATER LINE, AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 TR1147'
 TR1147'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TR1147'STAMPED ---BAYVIEW 1939 1979--- SET INTO THE TOP OF AN IRREGULAR MASS
 TR1147'OF CONCRETE FLUSH WITH THE GROUND LOCATED 8.2 METERS (27 FEET) S FROM
 TR1147'A 4 X 4 SIGN, DANGEROUS DROP OFF, 21.0 METERS (69 FEET) WSW FROM A
 TR1147'FIRE PIT, AND 41.5 METERS (136 FEET) W FROM THE SOUTHWEST CORNER OF
 TR1147'PARKING AREA.
 TR1147'
 TR1147'TO REACH THE AZIMUTH MARK FROM THE T-INTERSECTION AT THE PARKING AREA
 TR1147'TURN LEFT AND GO SOUTH FOR 0.05 MILE TO THE SOUTHWEST CORNER OF THE
 TR1147'PARKING AREA AND THE MARK AT THE SOUTHWEST EDGE OF THE PICNIC AREA.
 TR1147
 TR1147                          STATION RECOVERY (1980)
 TR1147
 TR1147'RECOVERY NOTE BY US AIR FORCE 1980 (RL)
 TR1147'NOT READABLE MARK DEFACED, BUT USABLE.
 TR1147'
 TR1147'REFERENCE MARKS WERE NOT SEARCHED FOR.
 TR1147'
 TR1147'DISTANCE AND DIRECTION FROM NEAREST TOWN--ONE-HALF MILE NORTH OF
 TR1147'THE VILLAGE OF BAYVIEW.
 TR1147
 TR1147                          STATION RECOVERY (1984)
 TR1147
 TR1147'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR1147'THE STATION WAS RECOVERED AT THIS DATE.
 TR1147'THE STATION, REFERENCE MARKS 1,2, AND 4 AND THE AZIMUTH MARK WERE
 TR1147'RECOVERED AS DESCRIBED BY C.L.N. EARLIER THIS YEAR. THE STATION
 TR1147'IS BATTERED AND CORRODED TO THE EXTENT, THE STAMPING IS OBSCURED.
 TR1147'THE STAMPING WAS FRESHENED AT THIS TIME,
 TR1147'
 TR1147'THE STATION IS A BATTERED CGS DISK,
 TR1147'STAMPED---BAYVIEW 1939---, SET IN A DRILL HOLE ON TOP OF A LARGE
 TR1147'BOULDER THAT IS AWASH AT THE HIGHER STORM TIDES.
 TR1147'
 TR1147'DESCRIBED BY R.B. MELBY.
 TR1147
 TR1147                          STATION RECOVERY (1984)
 TR1147
 TR1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 TR1147'DISK NOT READABLE, IT IS TOO BATTERED. THE STATION IS LOCATED ABOUT
 TR1147'9.7 KM (6.00 MI) NORTHWEST OF BURLINGTON, 0.8 KM (0.50 MI) NORTH OF
 TR1147'BAYVIEW, ON THE EAST SHORELINE OF PADDILA BAY AND ON THE FIRST ROUNED
 TR1147'POINT NORTH OF THE PARKING AREA AND BEACH AT THE BAYVIEW STATE PARK.
 TR1147'THE 1979 ROUTE TO REACH THE STATION IS COMPLETE FOR RECOVERY AT THIS
 TR1147'DATE. THE MARK IS SET IN A DRILL HOLE IN A BOULDER THAT IS 0.9 M (3.0
 TR1147'FT) IN THE LARGEST DIMENSION AND IS COVERED AT HIGH TIDE.  IT IS
 TR1147'11.352 M (37.244 FT) EAST-SOUTHEAST OF REFERENCE MARK 1, 12.647 M
 TR1147'(41.493 FT) SOUTH OF REFERENCE MARK 2, 12.261 M (40.226 FT)
 TR1147'NORTH-NORTHWEST OF REFERENCE MARK 4 AND 8.2 M (26.9 FT) WEST OF THE
 TR1147'BOTTOM OF THE BLUFF.
 TR1147
 TR1147                          STATION RECOVERY (2006)
 TR1147
 TR1147'RECOVERY NOTE BY US POWER SQUADRON 2006 (MNR)
 TR1147'THE STATION AND REFERENCE MARKS 1,2 AND 4 ARE AS DESCRIBED IN NOS 1984
 TR1147'RECOVERY. THERE IS SOME QUESTION AS TO REFERENCE MARK 4 ACTUALLY BEING
 TR1147'3 AS THERE IS NO NOTE OF EVER HAVING A REFERENCE MARK 4 PLACED. BOTH
 TR1147'REFERNCE MARK 4 AND 2 ARE ONLY STUBS AS THE DISKS HAVE BEEN COMPLETELY
 TR1147'CORRODED AWAY. THE MEASUREMENT FROM THE STATION SOUTH TO REFERENCE
 TR1147'MARK 4 IS 40.25' (THIS IS A DIFFERENCE OF 1.7')
 TR1147' 
 TR1147'THERE IS A NEW ACCESS TO THE STATION. PROCEED ON ROAD APPROX 1/2 MILE
 TR1147'NORTH FROM BAYVIEW VILLAGE TO ENTRANCE OF PADILLA BAY RESERVE. TURN
 TR1147'RIGHT AND PARK IN THE FIRST PARKING LOT ON LEFT. PROCEED SOUTH TO THE
 TR1147'OBSERVATION DECK TRAIL IN FRONT OF THE VISITOR CENTER. FOLLOW THE
 TR1147'TRAIL SW TO THE BEACH. AT THE BOTTOM OF THE SPRIRAL STAIRS, TURN SOUTH
 TR1147'AND PROCEED ON BEACH APPROX 380' TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1181 ***********************************************************************
 TR1181  DESIGNATION -  BAYVIEW AZ MK
 TR1181  PID         -  TR1181
 TR1181  STATE/COUNTY-  WA/SKAGIT
 TR1181  USGS QUAD   -  LA CONNER (1973)
 TR1181
 TR1181                         *CURRENT SURVEY CONTROL
 TR1181  ___________________________________________________________________
 TR1181* NAD 83(1991)-  48 29 13.30609(N)    122 28 52.34745(W)     ADJUSTED  
 TR1181* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1181  ___________________________________________________________________
 TR1181  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 TR1181  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 TR1181
 TR1181  HORZ ORDER  -  SECOND
 TR1181
 TR1181.The horizontal coordinates were established by classical geodetic methods
 TR1181.and adjusted by the National Geodetic Survey in December 1991..
 TR1181
 TR1181.The orthometric height was scaled from a topographic map.
 TR1181
 TR1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1181
 TR1181.The geoid height was determined by GEOID03.
 TR1181
 TR1181;                    North         East     Units Scale Factor Converg.
 TR1181;SPC WA N     -   166,638.488   378,202.516   MT  0.99996299   -1 13 36.8
 TR1181;SPC WA N     -   546,713.11  1,240,819.42   sFT  0.99996299   -1 13 36.8
 TR1181;UTM  10      - 5,370,563.788   538,333.866   MT  0.99961805   +0 23 18.5
 TR1181
 TR1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1181!SPC WA N     -   1.00000289  x   0.99996299  =   0.99996588
 TR1181!UTM  10      -   1.00000289  x   0.99961805  =   0.99962094
 TR1181
 TR1181:                Primary Azimuth Mark                     Grid Az
 TR1181:SPC WA N     -  BAYVIEW METHODIST CHURCH SPIRE           121 51 33.0
 TR1181:UTM  10      -  BAYVIEW METHODIST CHURCH SPIRE           120 14 37.7
 TR1181
 TR1181|---------------------------------------------------------------------|
 TR1181| PID    Reference Object                     Distance      Geod. Az  |
 TR1181|                                                           dddmmss.s |
 TR1181| TR1148 BAYVIEW METHODIST CHURCH SPIRE      473.842 METERS 1203756.2 |
 TR1181| TR1225 SWINOMISH SLOUGH HWY BRI E LT       APPROX. 4.3 KM 2145656.0 |
 TR1181| TR1236 SWINOMISH SLOUGH HWY BRI W LT       APPROX. 4.3 KM 2152441.0 |
 TR1181| TR1147 BAYVIEW                             APPROX. 0.6 KM 3473351.1 |
 TR1181|---------------------------------------------------------------------|
 TR1181
 TR1181                          SUPERSEDED SURVEY CONTROL
 TR1181
 TR1181  NAD 83(1986)-  48 29 13.30997(N)    122 28 52.35464(W) AD(       ) 2
 TR1181  NAD 83(1986)-  48 29 13.31257(N)    122 28 52.34910(W) AD(       ) 3
 TR1181  NAD 27      -  48 29 13.92894(N)    122 28 47.75141(W) AD(       ) 3
 TR1181
 TR1181.Superseded values are not recommended for survey control.
 TR1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1181.See file dsdata.txt to determine how the superseded data were derived.
 TR1181
 TR1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3833470564(NAD 83)
 TR1181_MARKER: DZ = AZIMUTH MARK DISK
 TR1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1181_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TR1181_STAMPING: BAYVIEW 1939 1979
 TR1181_MARK LOGO: NGS   
 TR1181_PROJECTION: FLUSH
 TR1181_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1181+STABILITY: SURFACE MOTION
 TR1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1181+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1984
 TR1181
 TR1181  HISTORY     - Date     Condition        Report By
 TR1181  HISTORY     - UNK      MONUMENTED
 TR1181  HISTORY     - 1984     GOOD             NOS
 TR1181  HISTORY     - 19840117 GOOD             NGS
 TR1181  HISTORY     - 20060520 POOR             USPSQD
 TR1181
 TR1181                          STATION DESCRIPTION
 TR1181
 TR1181'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR1181'THE STATION WAS RECOVERED AT THIS DATE.
 TR1181'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.L.N.
 TR1181'IN 1979.
 TR1181'
 TR1181'DESCRIBED BY R.B. MELBY.
 TR1181
 TR1181                          STATION RECOVERY (1984)
 TR1181
 TR1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 TR1181'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTHWEST OF BURLINGTON,
 TR1181'0.8 KM (0.50 MI) NORTH OF BAYVIEW, ON THE EAST SHORELINE OF PADDILA
 TR1181'BAY AND AT THE BAYVIEW STATE PARK. THE 1979 ROUTE TO REACH THE STATION
 TR1181'IS COMPLETE  FOR RECOVERY AT THIS DATE. THE MARK IS SET IN THE TOP OF
 TR1181'A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 TR1181'IS 41.4 M (135.8 FT) WEST OF THE SOUTHWEST CORNER OF THE PARKING AREA,
 TR1181'21.3 M (69.9 FT) WEST-SOUTHWEST OF A FIRE PIT AND 8.2 M (26.9 FT)
 TR1181'SOUTH OF A SIGN READING DANGEROUS DROPOFF.
 TR1181
 TR1181                          STATION RECOVERY (2006)
 TR1181
 TR1181'RECOVERY NOTE BY US POWER SQUADRON 2006 (MNR)
 TR1181'FOUND THE MONUMENT ON EDGE OF ERODED BANK. THE LOCATION OF THE
 TR1181'MONUMENT IS AS DESCRIBED IN 1984 EXCEPT THE SIGN SAYING DANGEROUS
 TR1181'DROPOFF HAS BEEN REMOVED. THE MONUMENT IS EASILY ACCESSIBLE FROM THE
 TR1181'BEACH. THE MONUMENT IS JUST WEST OF THE SOUTHERN CORNER OF A SPLIT
 TR1181'RAIL FENCE IN THE SOUTH PARKING LOT OF JOE HAMEL BEACH IN BAYVIEW
 TR1181'STATE PARK.
 TR1181' 
 TR1181'THE AZIMUTH DISK IS GONE FROM THE MONUMENT. THE INDENTATION AND BOLT
 TR1181'STUD ARE STILL VISIBLE IN THE CONCRETE. THE DIRT BANK AROUND THE
 TR1181'MONUMENT IS BEGINNING TO ERODE AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2746 ***********************************************************************
 TR2746  DESIGNATION -  BAYVIEW CBL 0
 TR2746  PID         -  TR2746
 TR2746  STATE/COUNTY-  WA/SKAGIT
 TR2746  USGS QUAD   -  LA CONNER (1973)
 TR2746
 TR2746                         *CURRENT SURVEY CONTROL
 TR2746  ___________________________________________________________________
 TR2746* NAD 83(1998)-  48 28 18.83647(N)    122 25 50.43011(W)     ADJUSTED  
 TR2746* NAVD 88     -        39.0    (meters)     128.     (feet)  GPS OBS   
 TR2746  ___________________________________________________________________
 TR2746  X           -  -2,271,993.286 (meters)                     COMP
 TR2746  Y           -  -3,575,855.499 (meters)                     COMP
 TR2746  Z           -   4,751,839.307 (meters)                     COMP
 TR2746  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 TR2746  ELLIP HEIGHT-          17.13  (meters)          (09/28/01) GPS OBS
 TR2746  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 TR2746
 TR2746  HORZ ORDER  -  THIRD
 TR2746  ELLP ORDER  -  FOURTH    CLASS I
 TR2746
 TR2746.This mark is at Skagit Regional/bay View Airport (75S)
 TR2746
 TR2746.The horizontal coordinates were established by GPS observations
 TR2746.and adjusted by the National Geodetic Survey in September 2001..
 TR2746.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR2746.DATUM ITEM on the data sheet items page.
 TR2746
 TR2746.The orthometric height was determined by GPS observations and a
 TR2746.high-resolution geoid model.
 TR2746
 TR2746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR2746
 TR2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2746
 TR2746.The ellipsoidal height was determined by GPS observations
 TR2746.and is referenced to NAD 83.
 TR2746
 TR2746.The geoid height was determined by GEOID03.
 TR2746
 TR2746;                    North         East     Units Scale Factor Converg.
 TR2746;SPC WA N     -   164,877.663   381,902.011   MT  0.99996132   -1 11 21.3
 TR2746;SPC WA N     -   540,936.13  1,252,956.85   sFT  0.99996132   -1 11 21.3
 TR2746;UTM  10      - 5,368,908.521   542,080.247   MT  0.99962176   +0 25 34.4
 TR2746
 TR2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2746!SPC WA N     -   0.99999732  x   0.99996132  =   0.99995864
 TR2746!UTM  10      -   0.99999732  x   0.99962176  =   0.99961908
 TR2746
 TR2746:                Primary Azimuth Mark                     Grid Az
 TR2746:SPC WA N     -  BAYVIEW CBL 1140                         180 36 45.5
 TR2746:UTM  10      -  BAYVIEW CBL 1140                         178 59 49.8
 TR2746
 TR2746|---------------------------------------------------------------------|
 TR2746| PID    Reference Object                     Distance      Geod. Az  |
 TR2746|                                                           dddmmss.s |
 TR2746| TR2747 BAYVIEW CBL 1140                    APPROX. 1.1 KM 1792524.2 |
 TR2746|---------------------------------------------------------------------|
 TR2746
 TR2746                          SUPERSEDED SURVEY CONTROL
 TR2746
 TR2746  NAD 83(1991)-  48 28 18.83608(N)    122 25 50.43099(W) AD(       ) 3
 TR2746  ELLIP H (06/24/99)   17.14   (m)                       GP(       ) 4 1
 TR2746  NAD 83(1991)-  48 28 18.83412(N)    122 25 50.43174(W) AD(       ) 3
 TR2746  ELLIP H (12/23/92)   17.31   (m)                       GP(       ) 4 2
 TR2746  NGVD 29 (12/23/92)   37.87   (m)          124.2    (f) LEVELING    3  
 TR2746
 TR2746.Superseded values are not recommended for survey control.
 TR2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2746.See file dsdata.txt to determine how the superseded data were derived.
 TR2746
 TR2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4208068909(NAD 83)
 TR2746_MARKER: DQ = CALIBRATION BASE LINE DISK
 TR2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2746_SP_SET: CONCRETE POST
 TR2746_STAMPING: 0 1984
 TR2746_MARK LOGO: NGS   
 TR2746_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2746+STABILITY: SURFACE MOTION
 TR2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2746+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1997
 TR2746
 TR2746  HISTORY     - Date     Condition        Report By
 TR2746  HISTORY     - 1984     MONUMENTED       NGS
 TR2746  HISTORY     - 19920902 GOOD             NGS
 TR2746  HISTORY     - 19960807 GOOD             CHANCE
 TR2746  HISTORY     - 19970903 GOOD             NGS
 TR2746
 TR2746                          STATION DESCRIPTION
 TR2746
 TR2746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 TR2746'THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF BURLINGTON, ON
 TR2746'THE WEST SIDE OF THE BAYVIEW AIRPORT AND SET WEST OF AND APPROXIMATELY
 TR2746'PARALLEL TO A NORTH-SOUTH TAXIWAY.
 TR2746' 
 TR2746'TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 TR2746'STATE HIGHWAY 20, WHICH IS LOCATED ON THE WEST SIDE OF BURLINGTON, GO
 TR2746'WESTERLY ALONG STATE HIGHWAY 20 FOR 8.1 KM (5.05 MI) TO THE JUNCTION
 TR2746'OF STATE HIGHWAY 20 AND STATE HIGHWAY 237.  TURN RIGHT AND GO
 TR2746'NORTHERLY ALONG STATE HIGHWAY 237 (WHICH IS ALSO FARM TO MARKET ROAD)
 TR2746'FOR 2.9 KM (1.8 MI) TO A CROSSROADS AND A GRAVEL SIDE ROAD RIGHT.
 TR2746'TURN RIGHT AND GO EASTERLY ALONG GRAVEL ROAD FOR 1.0 KM (0.6 MI) TO
 TR2746'THE POINT WHERE THE GRAVEL ROAD LEADS INTO A SMALL PARKING AREA AND A
 TR2746'NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO SOUTH ALONG THE TAXIWAY FOR
 TR2746'36.6 METERS (120.0 FT) TO THE 0 METER POINT ON THE RIGHT. CONTINUE
 TR2746'SOUTH ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT ON
 TR2746'THE RIGHT.  CONTINUE SOUTH ALONG THE TAXIWAY FOR 0.3 KM (0.2 MI) TO
 TR2746'THE 430 METER POINT ON THE RIGHT.  CONTINUE SOUTH ALONG THE TAXIWAY
 TR2746'FOR 0.8 KM (0.5 MI) TO THE 1140 METER POINT ON THE RIGHT.
 TR2746' 
 TR2746'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 TR2746'NORTH END.  IT CONSISTS OF THE 0, 150, 430, AND 1140 METER POINTS.
 TR2746'THERE IS A DISK SET 100 FEET SOUTH OF THE 0 METER POINT TO BE USED FOR
 TR2746'TAPE CALIBRATION.  THE HORIZONTAL DISTANCES FROM THE 0 METER POINT TO
 TR2746'THE CENTER OF THE 100 FOOT TAPING DISK MEASURED 100.01 FT (30.483 M)
 TR2746'AND TO THE OFF-CENTERED PUNCH ON THE DISK MEASURED 100.00 FT (30.480
 TR2746'M).
 TR2746' 
 TR2746'THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---0 1984---SET INTO
 TR2746'THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER FLUSH
 TR2746'WITH THE GROUND LOCATED 29.6 M (97.1 FT) E FROM THE SOUTHEAST CORNER
 TR2746'OF A SMALL BUILDING, 17.7 M (58.1 FT) ENE FROM THE NORTHEAST CORNER OF
 TR2746'A WIRE FENCE AND A NGS WITNESS POST, AND 9.4 M (31.0 FT) W FROM THE
 TR2746'APPROXIMATE CENTER OF A NORTH-SOUTH TAXIWAY.
 TR2746
 TR2746                          STATION RECOVERY (1992)
 TR2746
 TR2746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TR2746'STATION IS LOCATED ABOUT 5 KM (3.1 MI)WEST OF BURLINGTON, AT THE
 TR2746'BURLINGTON-SKAGIT REGIONAL/BAYVIEW AIRPORT, ALONG THE NORTH-SOUTH
 TR2746'TAXI THAT CONNECTS RUNWAYS 3 AND 10.  OWNERSHIP--PORT OF SKAGIT
 TR2746'COUNTY.  AIRPORT MANAGER IS RICHARD WILSON, PHONE 206-757-0011.
 TR2746'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 5
 TR2746'AND STATE HIGHWAY 20 IN BURLINGTON (EXIT 230), GO WESTERLY ON HIGHWAY
 TR2746'20 FOR 0.07 KM (0.04 MI)TO A CROSSROAD.  TURN RIGHT, NORTH, THEN
 TR2746'WEST, ON PETERSON ROAD FOR 2.43 KM (1.51 MI)TO A CROSSROAD.
 TR2746'CONTINUE WEST FOR 2.66 KM (1.65 MI)TO A T-ROAD.  TURN RIGHT,
 TR2746'NORTHWEST, ON HIGGINS AIRPORT WAY FOR 0.36 KM (0.22 MI)TO THE
 TR2746'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHWEST, ON THE PAVED
 TR2746'ROAD FOR 0.13 KM (0.08 MI)TO THE AIRPORT TERMINAL BUILDING ON THE
 TR2746'RIGHT.  AIRPORT PERSONNEL WILL TAKE YOU TO THE STATION.
 TR2746'STATION MARK IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST FLUSH
 TR2746'WITH THE GROUND.  IT IS 36.6 M (120.1 FT)SOUTH OF A ROAD CENTER,
 TR2746'29.6 M (97.1 FT)EAST OF THE SOUTHEAST CORNER OF A BUILDING, 9.4 M
 TR2746'(30.8 FT)WEST OF THE TAXI CENTER, AT AN ARROW PAINTED ON THE TAXI.
 TR2746
 TR2746                          STATION RECOVERY (1996)
 TR2746
 TR2746'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 TR2746'STATION IS LOCATED 34 MILES (54.7 KM) NORTH OF EVERETT, 5.5 MILES (8.9
 TR2746'KM) NORTHWEST OF OF MT VERNON, 4.5 MILES (7.2 KM) WEST OF BURLINGTON,
 TR2746'AT THE SKAGIT REGIONAL /BAYVIEW AIRPORT, RICHARD WILSON - AIRPORT
 TR2746'MANAGER, PHONE 360-757-0011  TO REACH THE STATION FROM THE JUNCTION OF
 TR2746'STATE HIGHWAY 20 AND INTERSTATE 5 (EXIT 230 OF INTERSTATE) IN
 TR2746'BURLINGTON, PROCEED WEST ON STATE HIGHWAY 20 3.8 MILES (6.1 KM) TO
 TR2746'HIGGINS AIRPORT RD ON THE RIGHT, TURN RIGHT AND PROCEED NORTH ON
 TR2746'HIGGINS AIRPORT ROAD 1.85 MI (2.98 KM) TO AIRPORT DRIVE ON THE LEFT.
 TR2746'TURN LEFT AND FOLLOW AIRPORT DRIVE WEST THEN SOUTH 0.1 MILES (0.2 KM)
 TR2746'TO A GATE BETWEEN THE MAIN TERMINAL AND A FEDERAL EXPRESS BUILDING,
 TR2746'TURN RIGHT AND PROCEED SOUTHWEST THROUGH THE GATE 0.1 MILES (0.2 KM)
 TR2746'ACROSS THE RAMP TO THE INTERSECTION WITH TAXIWAY A, TURN RIGHT AND
 TR2746'PROCEED NORTHWEST ON TAXIWAY A 0.8 MILES (1.3 KM) TO THE END OF RUNWAY
 TR2746'10-28, TURN LEFT AND PROCEED SOUTHERLY ACROSS THE RUNWAY ONTO TAXIWAY
 TR2746'F, PROCEED SOUTH 0.4 MILES (0.6 KM) ON TAXIWAY F TO THE STATION ON THE
 TR2746'RIGHT  THE STATION IS A STANDARD NGS CALIBRATION BASELINE DISK SET IN
 TR2746'TOP OF A ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  THE
 TR2746'STATION IS LOCATED 1.9 M (6.2 FT) WEST OF THE WEST EDGE OF THE
 TR2746'TAXIWAY, 44.5 M (146.0 FT) SOUTH OF THE EXTENDED CENTERLINE OF AN
 TR2746'ACCESS ROAD LEADING WEST, 17.45 M (57.25 FT) EAST OF A WITNESS POST AT
 TR2746'THE FENCE CORNER, 30.5 M (100.1 FT) NORTH OF THE 100 FT (30.5 M)
 TR2746'MONUMENT AND 35.3 M (115.8 FT) NORTH OF THE WITNESS POST FOR THE 100
 TR2746'FT (30.5 M) MONUMENT
 TR2746
 TR2746                          STATION RECOVERY (1997)
 TR2746
 TR2746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 TR2746'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2747 ***********************************************************************
 TR2747  PACS        -  This is a Primary Airport Control Station.
 TR2747  DESIGNATION -  BAYVIEW CBL 1140
 TR2747  PID         -  TR2747
 TR2747  STATE/COUNTY-  WA/SKAGIT
 TR2747  USGS QUAD   -  LA CONNER (1973)
 TR2747
 TR2747                         *CURRENT SURVEY CONTROL
 TR2747  ___________________________________________________________________
 TR2747* NAD 83(1998)-  48 27 41.93195(N)    122 25 49.87166(W)     ADJUSTED  
 TR2747* NAVD 88     -        26.20   (meters)      86.0    (feet)  GPS OBS   
 TR2747  ___________________________________________________________________
 TR2747  X           -  -2,272,436.652 (meters)                     COMP
 TR2747  Y           -  -3,576,574.699 (meters)                     COMP
 TR2747  Z           -   4,751,073.849 (meters)                     COMP
 TR2747  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 TR2747  ELLIP HEIGHT-           4.28  (meters)          (07/02/01) GPS OBS
 TR2747  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR2747
 TR2747  HORZ ORDER  -  B
 TR2747  ELLP ORDER  -  THIRD     CLASS II
 TR2747
 TR2747.This mark is at Skagit Regional/bay View Airport (75S)
 TR2747
 TR2747.The horizontal coordinates were established by GPS observations
 TR2747.and adjusted by the National Geodetic Survey in July 2001..
 TR2747.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR2747.DATUM ITEM on the data sheet items page.
 TR2747
 TR2747.The orthometric height was determined by GPS observations and a
 TR2747.high-resolution geoid model.
 TR2747
 TR2747.GPS derived orthometric heights for airport stations designated as
 TR2747.PACS or SACS are published to 2 decimal places.  This maintains
 TR2747.centimeter relative accuracy between the PACS and SACS.  It does
 TR2747.not indicate centimeter accuracy relative to other marks which are
 TR2747.part of the NAVD 88 network.
 TR2747
 TR2747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR2747
 TR2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2747
 TR2747.The ellipsoidal height was determined by GPS observations
 TR2747.and is referenced to NAD 83.
 TR2747
 TR2747.The geoid height was determined by GEOID03.
 TR2747
 TR2747;                    North         East     Units Scale Factor Converg.
 TR2747;SPC WA N     -   163,737.781   381,889.823   MT  0.99996024   -1 11 20.9
 TR2747;SPC WA N     -   537,196.37  1,252,916.86   sFT  0.99996024   -1 11 20.9
 TR2747;UTM  10      - 5,367,769.135   542,100.191   MT  0.99962178   +0 25 34.6
 TR2747
 TR2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2747!SPC WA N     -   0.99999933  x   0.99996024  =   0.99995957
 TR2747!UTM  10      -   0.99999933  x   0.99962178  =   0.99962111
 TR2747
 TR2747|---------------------------------------------------------------------|
 TR2747| PID    Reference Object                     Distance      Geod. Az  |
 TR2747|                                                           dddmmss.s |
 TR2747| TR0221 RW 2 TW 3                            51.491 METERS 16851     |
 TR2747| AD9565 BAYVIEW CBL 430                     APPROX. 0.7 KM 3592524.8 |
 TR2747| AD9564 BAYVIEW CBL 150                     APPROX. 1.0 KM 3592523.2 |
 TR2747| TR2746 BAYVIEW CBL 0                       APPROX. 1.1 KM 3592524.6 |
 TR2747|---------------------------------------------------------------------|
 TR2747
 TR2747                          SUPERSEDED SURVEY CONTROL
 TR2747
 TR2747  NAD 83(1998)-  48 27 41.93156(N)    122 25 49.87254(W) AD(       ) B
 TR2747  ELLIP H (07/23/97)    4.30   (m)                       GP(       ) 3 1
 TR2747  NAD 83(1991)-  48 27 41.92970(N)    122 25 49.87301(W) AD(       ) 3
 TR2747  ELLIP H (12/23/92)    4.49   (m)                       GP(       ) 4 2
 TR2747  NGVD 29 (12/23/92)   25.05   (m)           82.2    (f) LEVELING    3  
 TR2747
 TR2747.Superseded values are not recommended for survey control.
 TR2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2747.See file dsdata.txt to determine how the superseded data were derived.
 TR2747
 TR2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4210067769(NAD 83)
 TR2747_MARKER: DQ = CALIBRATION BASE LINE DISK
 TR2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2747_SP_SET: CONCRETE POST
 TR2747_STAMPING: 1140 1984
 TR2747_MARK LOGO: NGS   
 TR2747_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2747+STABILITY: SURFACE MOTION
 TR2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2747+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1997
 TR2747
 TR2747  HISTORY     - Date     Condition        Report By
 TR2747  HISTORY     - 1984     MONUMENTED       NGS
 TR2747  HISTORY     - 19920902 GOOD             NGS
 TR2747  HISTORY     - 19960807 GOOD             CHANCE
 TR2747  HISTORY     - 19970903 GOOD             NGS
 TR2747
 TR2747                          STATION DESCRIPTION
 TR2747
 TR2747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 TR2747'THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF BURLINGTON, ON
 TR2747'THE WEST SIDE OF THE BAYVIEW AIRPORT AND SET WEST OF AND APPROXIMATELY
 TR2747'PARALLEL TO A NORTH-SOUTH TAXIWAY.
 TR2747' 
 TR2747'TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 TR2747'STATE HIGHWAY 20, WHICH IS LOCATED ON THE WEST SIDE OF BURLINGTON, GO
 TR2747'WESTERLY ALONG STATE HIGHWAY 20 FOR 8.1 KM (5.05 MI) TO THE JUNCTION
 TR2747'OF STATE HIGHWAY 20 AND STATE HIGHWAY 237.  TURN RIGHT AND GO
 TR2747'NORTHERLY ALONG STATE HIGHWAY 237 (WHICH IS ALSO FARM TO MARKET ROAD)
 TR2747'FOR 2.9 KM (1.8 MI) TO A CROSSROADS AND A GRAVEL SIDE ROAD RIGHT.
 TR2747'TURN RIGHT AND GO EASTERLY ALONG GRAVEL ROAD FOR 1.0 KM (0.6 MI) TO
 TR2747'THE POINT WHERE THE GRAVEL ROAD LEADS INTO A SMALL PARKING AREA AND A
 TR2747'NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO SOUTH ALONG THE TAXIWAY FOR
 TR2747'36.6 METERS (120.0 FT) TO THE 0 METER POINT ON THE RIGHT. CONTINUE
 TR2747'SOUTH ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT ON
 TR2747'THE RIGHT.  CONTINUE SOUTH ALONG THE TAXIWAY FOR 0.3 KM (0.2 MI) TO
 TR2747'THE 430 METER POINT ON THE RIGHT.  CONTINUE SOUTH ALONG THE TAXIWAY
 TR2747'FOR 0.8 KM (0.5 MI) TO THE 1140 METER POINT ON THE RIGHT.
 TR2747' 
 TR2747'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 TR2747'NORTH END.  IT CONSISTS OF THE 0, 150, 430, AND 1140 METER POINTS.
 TR2747'THERE IS A DISK SET 100 FEET SOUTH OF THE 0 METER POINT TO BE USED FOR
 TR2747'TAPE CALIBRATION.  THE HORIZONTAL DISTANCES FROM THE 0 METER POINT TO
 TR2747'THE CENTER OF THE 100 FOOT TAPING DISK MEASURED 100.01 FT (30.483 M)
 TR2747'AND TO THE OFF-CENTERED PUNCH ON THE DISK MEASURED 100.00 FT (30.480
 TR2747'M).
 TR2747' 
 TR2747'THE 1140 METER POINT IS A STANDARD NGS DISK STAMPED---1140 1984---,
 TR2747'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN
 TR2747'DIAMETER FLUSH WITH THE GROUND LOCATED 45.7 M (ABOUT 150 FT) SSE FROM
 TR2747'THE SOUTHEAST CORNER OF A WIRE FENCE, 41.1 M (ABOUT 135 FT) N FROM THE
 TR2747'NORTHWEST CORNER OF RUNWAY NUMBER 3, 17.4 M (57.2 FT) E FROM A NGS
 TR2747'WITNESS POST, AND 9.4 M (31.0 FT) W FROM THE APPROXIMATE CENTER OF A
 TR2747'NORTH-SOUTH TAXIWAY.
 TR2747' 
 TR2747'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LAND SURVEYORS
 TR2747'ASSOCIATION OF WASHINGTON AND THE FOLLOWING COUNTIES---SKAGIT, ISLAND,
 TR2747'WHATCOM, AND SAN JUAN.  FOR FURTHER INFORMATION, CONTACR MR. DONALD E.
 TR2747'NELSON, SKAGIT COUNTY PUBLIC WORKS, COUNTY ADMINISTRATION BUILDING,
 TR2747'POST OFFICE BOX 396, MOUNT VERNON, WASHINGTON 98273, TELEPHONE
 TR2747'206-336-9400.
 TR2747
 TR2747                          STATION RECOVERY (1992)
 TR2747
 TR2747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TR2747'STATION IS LOCATED ABOUT 5 KM (3.1 MI)WEST OF BURLINGTON, AT THE
 TR2747'BURLINGTON-SKAGIT REGIONAL/BAYVIEW AIRPORT, AT THE NORTH-SOUTH TAXI
 TR2747'AND RUNWAY 3.  OWNERSHIP--PORT OF SKAGIT COUNTY.  AIRPORT MANAGER IS
 TR2747'RICHARD WILSON, PHONE 206-757-0011.
 TR2747'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 5
 TR2747'AND STATE HIGHWAY 20 IN BURLINGTON (EXIT 230), GO WESTERLY ON HIGHWAY
 TR2747'20 FOR 0.07 KM (0.04 MI)TO A CROSSROAD.  TURN RIGHT, NORTH, THEN
 TR2747'WEST, ON PETERSON ROAD FOR 2.43 KM (1.51 MI)TO A CROSSROAD.
 TR2747'CONTINUE WEST FOR 2.66 KM (1.65 MI)TO A T-ROAD.  TURN RIGHT,
 TR2747'NORTHWEST, ON HIGGINS AIRPORT WAY FOR 0.36 KM (0.22 MI)TO THE
 TR2747'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHWEST, ON THE PAVED
 TR2747'ROAD FOR 0.13 KM (0.08 MI)TO THE AIRPORT TERMINAL BUILDING ON THE
 TR2747'RIGHT.  AIRPORT PERSONNEL WILL TAKE YOU TO THE STATION.
 TR2747'STATION MARK IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST FLUSH
 TR2747'WITH THE GROUND.  IT IS 42.9 M (140.7 FT)NORTH FROM THE NORTHWEST
 TR2747'CORNER OF RUNWAY END 3, 17.4 M (57.1 FT)EAST FROM A WITNESS POST,
 TR2747'8.8 M (28.9 FT)WEST-SOUTHWEST FROM TAXI CENTER AT STOP LINE, AND
 TR2747'9.4 M (30.8 FT)WEST FROM THE TAXI CENTER AT PAINTED ARROW.
 TR2747
 TR2747                          STATION RECOVERY (1996)
 TR2747
 TR2747'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 TR2747'STATION IS LOCATED 34 MILES (54.7 KM) NORTH OF EVERETT, 5.5 MILES (8.9
 TR2747'KM) NORTHWEST OF OF MT VERNON, 4.5 MILES (7.2 KM) WEST OF BURLINGTON,
 TR2747'AT THE SKAGIT REGIONAL / BAYVIEW AIRPORT, RICHARD WILSON - AIRPORT
 TR2747'MANAGER, PHONE 360-757-0011  TO REACH THE STATION FROM THE JUNCTION OF
 TR2747'STATE HIGHWAY 20 AND INTERSTATE 5 (EXIT 230 OF INTERSTATE) IN
 TR2747'BURLINGTON, PROCEED WEST ON STATE HIGHWAY 20 3.8 MILES (6.1 KM) TO
 TR2747'HIGGINS AIRPORT RD ON THE RIGHT, TURN RIGHT AND PROCEED NORTH ON
 TR2747'HIGGINS AIRPORT ROAD 1.85 MI (2.98 KM) TO AIRPORT DRIVE ON THE LEFT.
 TR2747'TURN LEFT AND FOLLOW AIRPORT DRIVE WEST THEN SOUTH 0.1 MILES (0.2 KM)
 TR2747'TO A GATE BETWEEN THE MAIN TERMINAL AND A FEDERAL EXPRESS BUILDING,
 TR2747'TURN RIGHT AND PROCEED SOUTHWEST THROUGH THE GATE 0.1 MILES (0.2 KM)
 TR2747'ACROSS THE RAMP TO THE INTERSECTION WITH TAXIWAY A, TURN RIGHT AND
 TR2747'PROCEED NORTHWEST ON TAXIWAY A 0.8 MILES (1.3 KM) TO THE END OF RUNWAY
 TR2747'10-28, TURN LEFT AND PROCEED SOUTHERLY ACROSS THE RUNWAY ONTO TAXIWAY
 TR2747'F, PROCEED 1.15 MILES (1.85 KM) ON TAXIWAY F TO THE STATION ON THE
 TR2747'RIGHT  THE STATION IS A STANDARD NGS CALIBRATIOUN BASELINE DISK SET IN
 TR2747'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION
 TR2747'IS LOCATED 17.4 M (57.1 FT) EAST OF A WHITE CARSONITE POST, 1.85 M
 TR2747'(6.07 FT) WEST OF THE WEST EDGE OF TAXIWAY F, 42.4 M (139.1 FT) NORTH
 TR2747'OF THE NORTHWEST CORNER OF RUNWAY 3-21 PAVEMENT, 64.4 M (211.3 FT)
 TR2747'SOUTH OF A FENCE CORNER POST ON EAST SIDE OF TAXIWAY F, AND 51.5 M
 TR2747'(169.0 FT) NORTHWEST OF BENCHMARK RW2-TW3 IN CENTERLINE OF THE RUNWAY
 TR2747'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS)
 TR2747'- WASHINGTON ANA SURVEYS 1996
 TR2747
 TR2747                          STATION RECOVERY (1997)
 TR2747
 TR2747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 TR2747'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AD9564 ***********************************************************************
 AD9564  DESIGNATION -  BAYVIEW CBL 150
 AD9564  PID         -  AD9564
 AD9564  STATE/COUNTY-  WA/SKAGIT
 AD9564  USGS QUAD   -  LA CONNER (1973)
 AD9564
 AD9564                         *CURRENT SURVEY CONTROL
 AD9564  ___________________________________________________________________
 AD9564* NAD 83(1998)-  48 28 13.98040(N)    122 25 50.35693(W)     ADJUSTED  
 AD9564* NAVD 88     -        37.4    (meters)     123.     (feet)  GPS OBS   
 AD9564  ___________________________________________________________________
 AD9564  X           -  -2,272,051.661 (meters)                     COMP
 AD9564  Y           -  -3,575,950.177 (meters)                     COMP
 AD9564  Z           -   4,751,738.646 (meters)                     COMP
 AD9564  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AD9564  ELLIP HEIGHT-          15.51  (meters)          (09/28/01) GPS OBS
 AD9564  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 AD9564
 AD9564  HORZ ORDER  -  THIRD
 AD9564  ELLP ORDER  -  FOURTH    CLASS I
 AD9564
 AD9564.The horizontal coordinates were established by GPS observations
 AD9564.and adjusted by the National Geodetic Survey in September 2001..
 AD9564.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9564.DATUM ITEM on the data sheet items page.
 AD9564
 AD9564.The orthometric height was determined by GPS observations and a
 AD9564.high-resolution geoid model.
 AD9564
 AD9564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9564
 AD9564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9564
 AD9564.The ellipsoidal height was determined by GPS observations
 AD9564.and is referenced to NAD 83.
 AD9564
 AD9564.The geoid height was determined by GEOID03.
 AD9564
 AD9564;                    North         East     Units Scale Factor Converg.
 AD9564;SPC WA N     -   164,727.672   381,900.401   MT  0.99996118   -1 11 21.3
 AD9564;SPC WA N     -   540,444.04  1,252,951.57   sFT  0.99996118   -1 11 21.3
 AD9564;UTM  10      - 5,368,758.595   542,082.865   MT  0.99962176   +0 25 34.4
 AD9564
 AD9564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9564!SPC WA N     -   0.99999757  x   0.99996118  =   0.99995875
 AD9564!UTM  10      -   0.99999757  x   0.99962176  =   0.99961933
 AD9564
 AD9564:                Primary Azimuth Mark                     Grid Az
 AD9564:SPC WA N     -  BAYVIEW CBL 1140                         180 36 44.2
 AD9564:UTM  10      -  BAYVIEW CBL 1140                         178 59 48.5
 AD9564
 AD9564|---------------------------------------------------------------------|
 AD9564| PID    Reference Object                     Distance      Geod. Az  |
 AD9564|                                                           dddmmss.s |
 AD9564| TR2747 BAYVIEW CBL 1140                    APPROX. 1.0 KM 1792522.9 |
 AD9564|---------------------------------------------------------------------|
 AD9564
 AD9564                          SUPERSEDED SURVEY CONTROL
 AD9564
 AD9564  NAD 83(1991)-  48 28 13.98001(N)    122 25 50.35781(W) AD(       ) 3
 AD9564  ELLIP H (06/24/99)   15.53   (m)                       GP(       ) 4 1
 AD9564
 AD9564.Superseded values are not recommended for survey control.
 AD9564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9564.See file dsdata.txt to determine how the superseded data were derived.
 AD9564
 AD9564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4208368759(NAD 83)
 AD9564_MARKER: DQ = CALIBRATION BASE LINE DISK
 AD9564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9564_STAMPING: 150 1984
 AD9564_MARK LOGO: NGS   
 AD9564_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9564+STABILITY: SURFACE MOTION
 AD9564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9564+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1997
 AD9564
 AD9564  HISTORY     - Date     Condition        Report By
 AD9564  HISTORY     - 1984     MONUMENTED       NGS
 AD9564  HISTORY     - 19960807 GOOD             CHANCE
 AD9564  HISTORY     - 19970903 GOOD             NGS
 AD9564
 AD9564                          STATION DESCRIPTION
 AD9564
 AD9564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AD9564'THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF BURLINGTON, ON
 AD9564'THE WEST SIDE OF THE BAYVIEW AIRPORT AND SET WEST OF AND APPROXIMATELY
 AD9564'PARALLEL TO A NORTH-SOUTH TAXIWAY.
 AD9564' 
 AD9564'TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 AD9564'STATE HIGHWAY 20, WHICH IS LOCATED ON THE WEST SIDE OF BURLINGTON, GO
 AD9564'WESTERLY ALONG STATE HIGHWAY 20 FOR 8.1 KM (5.05 MI) TO THE JUNCTION
 AD9564'OF STATE HIGHWAY 20 AND STATE HIGHWAY 237.  TURN RIGHT AND GO
 AD9564'NORTHERLY ALONG STATE HIGHWAY 237 (WHICH IS ALSO FARM TO MARKET ROAD)
 AD9564'FOR 2.9 KM (1.8 MI) TO A CROSSROADS AND A GRAVEL SIDE ROAD RIGHT.
 AD9564'TURN RIGHT AND GO EASTERLY ALONG GRAVEL ROAD FOR 1.0 KM (0.6 MI) TO
 AD9564'THE POINT WHERE THE GRAVEL ROAD LEADS INTO A SMALL PARKING AREA AND A
 AD9564'NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO SOUTH ALONG THE TAXIWAY FOR
 AD9564'36.6 METERS (120.0 FT) TO THE 0 METER POINT ON THE RIGHT. CONTINUE
 AD9564'SOUTH ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT ON
 AD9564'THE RIGHT.  CONTINUE SOUTH ALONG THE TAXIWAY FOR 0.3 KM (0.2 MI) TO
 AD9564'THE 430 METER POINT ON THE RIGHT.  CONTINUE SOUTH ALONG THE TAXIWAY
 AD9564'FOR 0.8 KM (0.5 MI) TO THE 1140 METER POINT ON THE RIGHT.
 AD9564' 
 AD9564'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 AD9564'NORTH END.  IT CONSISTS OF THE 0, 150, 430, AND 1140 METER POINTS.
 AD9564'THERE IS A DISK SET 100 FEET SOUTH OF THE 0 METER POINT TO BE USED FOR
 AD9564'TAPE CALIBRATION.  THE HORIZONTAL DISTANCES FROM THE 0 METER POINT TO
 AD9564'THE CENTER OF THE 100 FOOT TAPING DISK MEASURED 100.01 FT (30.483 M)
 AD9564'AND TO THE OFF-CENTERED PUNCH ON THE DISK MEASURED 100.00 FT (30.480
 AD9564'M).
 AD9564' 
 AD9564'THE 150 METER POINT IS A STANDARD NGS DISK STAMPED---150 1984---SET
 AD9564'INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER
 AD9564'FLUSH WITH THE GROUND LOCATED 17.9 M (58.7 FT) ENE FROM A WIRE FENCE
 AD9564'AND A NGS WITNESS POST AND 9.4 M (31.0 FT) W FROM THE APPROXIMATE
 AD9564'CENTER OF A NORTH-SOUTH TAXIWAY.
 AD9564
 AD9564                          STATION RECOVERY (1996)
 AD9564
 AD9564'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AD9564'STATION IS LOCATED 34 MILES (54.7 KM) NORTH OF EVERETT, 5.5 MILES (8.9
 AD9564'KM) NORTHWEST OF OF MT VERNON, 4.5 MILES (7.2 KM) WEST OF BURLINGTON,
 AD9564'AT THE SKAGIT REGIONAL /BAYVIEW AIRPORT, RICHARD WILSON - AIRPORT
 AD9564'MANAGER, PHONE 360-757-0011  TO REACH THE STATION FROM THE JUNCTION OF
 AD9564'STATE HIGHWAY 20 AND INTERSTATE 5 (EXIT 230 OF INTERSTATE) IN
 AD9564'BURLINGTON, PROCEED WEST ON STATE HIGHWAY 20 3.8 MILES (6.1 KM) TO
 AD9564'HIGGINS AIRPORT RD ON THE RIGHT, TURN RIGHT AND PROCEED NORTH ON
 AD9564'HIGGINS AIRPORT ROAD 1.85 MI (2.98 KM) TO AIRPORT DRIVE ON THE LEFT.
 AD9564'TURN LEFT AND FOLLOW AIRPORT DRIVE WEST THEN SOUTH 0.1 MILES (0.2 KM)
 AD9564'TO A GATE BETWEEN THE MAIN TERMINAL AND A FEDERAL EXPRESS BUILDING,
 AD9564'TURN RIGHT AND PROCEED SOUTHWEST THROUGH THE GATE 0.1 MILES (0.2 KM)
 AD9564'ACROSS THE RAMP TO THE INTERSECTION WITH TAXIWAY A, TURN RIGHT AND
 AD9564'PROCEED NORTHWEST ON TAXIWAY A 0.8 MILES (1.3 KM) TO THE END OF RUNWAY
 AD9564'10-28, TURN LEFT AND PROCEED SOUTHERLY ACROSS THE RUNWAY ONTO TAXIWAY
 AD9564'F, PROCEED SOUTH 0.55 MILES (0.89 KM) ON TAXIWAY F TO THE STATION ON
 AD9564'THE RIGHT  THE STATION IS A STANDARD NGS CALIBRATION BASELINE DISK SET
 AD9564'IN TOP OF A ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  THE
 AD9564'STATION IS LOCATED 1.9 M (6.2 FT) WEST OF THE WEST EDGE OF THE
 AD9564'TAXIWAY, 5.6 M (18.4 FT) SOUTH OF THE EXTENDED CENTERLINE OF A HANGAR
 AD9564'ACCESS ROAD LEADING EAST, 17.8 M (58.4 FT) EAST OF A WITNESS POST,
 AD9564'30.75 M (100.89 FT) SOUTH OF THE SURVEY MONUMENT POT TXY 3 AND 76.8 M
 AD9564'(252.0 FT) WEST OF THE NORTHWEST CORNER OF A HANGAR
 AD9564
 AD9564                          STATION RECOVERY (1997)
 AD9564
 AD9564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 AD9564'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AD9565 ***********************************************************************
 AD9565  DESIGNATION -  BAYVIEW CBL 430
 AD9565  PID         -  AD9565
 AD9565  STATE/COUNTY-  WA/SKAGIT
 AD9565  USGS QUAD   -  LA CONNER (1973)
 AD9565
 AD9565                         *CURRENT SURVEY CONTROL
 AD9565  ___________________________________________________________________
 AD9565* NAD 83(1998)-  48 28 04.91615(N)    122 25 50.21940(W)     ADJUSTED  
 AD9565* NAVD 88     -        34.0    (meters)     112.     (feet)  GPS OBS   
 AD9565  ___________________________________________________________________
 AD9565  X           -  -2,272,160.466 (meters)                     COMP
 AD9565  Y           -  -3,576,126.692 (meters)                     COMP
 AD9565  Z           -   4,751,550.458 (meters)                     COMP
 AD9565  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AD9565  ELLIP HEIGHT-          12.10  (meters)          (09/28/01) GPS OBS
 AD9565  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 AD9565
 AD9565  HORZ ORDER  -  THIRD
 AD9565  ELLP ORDER  -  FOURTH    CLASS I
 AD9565
 AD9565.The horizontal coordinates were established by GPS observations
 AD9565.and adjusted by the National Geodetic Survey in September 2001..
 AD9565.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9565.DATUM ITEM on the data sheet items page.
 AD9565
 AD9565.The orthometric height was determined by GPS observations and a
 AD9565.high-resolution geoid model.
 AD9565
 AD9565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9565
 AD9565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9565
 AD9565.The ellipsoidal height was determined by GPS observations
 AD9565.and is referenced to NAD 83.
 AD9565
 AD9565.The geoid height was determined by GEOID03.
 AD9565
 AD9565;                    North         East     Units Scale Factor Converg.
 AD9565;SPC WA N     -   164,447.701   381,897.414   MT  0.99996091   -1 11 21.2
 AD9565;SPC WA N     -   539,525.50  1,252,941.77   sFT  0.99996091   -1 11 21.2
 AD9565;UTM  10      - 5,368,478.746   542,087.771   MT  0.99962176   +0 25 34.5
 AD9565
 AD9565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9565!SPC WA N     -   0.99999810  x   0.99996091  =   0.99995901
 AD9565!UTM  10      -   0.99999810  x   0.99962176  =   0.99961986
 AD9565
 AD9565:                Primary Azimuth Mark                     Grid Az
 AD9565:SPC WA N     -  BAYVIEW CBL 1140                         180 36 45.7
 AD9565:UTM  10      -  BAYVIEW CBL 1140                         178 59 50.0
 AD9565
 AD9565|---------------------------------------------------------------------|
 AD9565| PID    Reference Object                     Distance      Geod. Az  |
 AD9565|                                                           dddmmss.s |
 AD9565| TR2747 BAYVIEW CBL 1140                    APPROX. 0.7 KM 1792524.5 |
 AD9565|---------------------------------------------------------------------|
 AD9565
 AD9565                          SUPERSEDED SURVEY CONTROL
 AD9565
 AD9565  NAD 83(1991)-  48 28 04.91576(N)    122 25 50.22028(W) AD(       ) 3
 AD9565  ELLIP H (06/24/99)   12.12   (m)                       GP(       ) 4 1
 AD9565
 AD9565.Superseded values are not recommended for survey control.
 AD9565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9565.See file dsdata.txt to determine how the superseded data were derived.
 AD9565
 AD9565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4208868479(NAD 83)
 AD9565_MARKER: DQ = CALIBRATION BASE LINE DISK
 AD9565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9565_STAMPING: 430 1984
 AD9565_MARK LOGO: NGS   
 AD9565_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9565+STABILITY: SURFACE MOTION
 AD9565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9565+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1997
 AD9565
 AD9565  HISTORY     - Date     Condition        Report By
 AD9565  HISTORY     - 1984     MONUMENTED       NGS
 AD9565  HISTORY     - 19960807 GOOD             CHANCE
 AD9565  HISTORY     - 19970903 GOOD             NGS
 AD9565
 AD9565                          STATION DESCRIPTION
 AD9565
 AD9565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AD9565'THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF BURLINGTON, ON
 AD9565'THE WEST SIDE OF THE BAYVIEW AIRPORT AND SET WEST OF AND APPROXIMATELY
 AD9565'PARALLEL TO A NORTH-SOUTH TAXIWAY.
 AD9565' 
 AD9565'TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 AD9565'STATE HIGHWAY 20, WHICH IS LOCATED ON THE WEST SIDE OF BURLINGTON, GO
 AD9565'WESTERLY ALONG STATE HIGHWAY 20 FOR 8.1 KM (5.05 MI) TO THE JUNCTION
 AD9565'OF STATE HIGHWAY 20 AND STATE HIGHWAY 237.  TURN RIGHT AND GO
 AD9565'NORTHERLY ALONG STATE HIGHWAY 237 (WHICH IS ALSO FARM TO MARKET ROAD)
 AD9565'FOR 2.9 KM (1.8 MI) TO A CROSSROADS AND A GRAVEL SIDE ROAD RIGHT.
 AD9565'TURN RIGHT AND GO EASTERLY ALONG GRAVEL ROAD FOR 1.0 KM (0.6 MI) TO
 AD9565'THE POINT WHERE THE GRAVEL ROAD LEADS INTO A SMALL PARKING AREA AND A
 AD9565'NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO SOUTH ALONG THE TAXIWAY FOR
 AD9565'36.6 METERS (120.0 FT) TO THE 0 METER POINT ON THE RIGHT. CONTINUE
 AD9565'SOUTH ALONG THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE 150 METER POINT ON
 AD9565'THE RIGHT.  CONTINUE SOUTH ALONG THE TAXIWAY FOR 0.3 KM (0.2 MI) TO
 AD9565'THE 430 METER POINT ON THE RIGHT.  CONTINUE SOUTH ALONG THE TAXIWAY
 AD9565'FOR 0.8 KM (0.5 MI) TO THE 1140 METER POINT ON THE RIGHT.
 AD9565' 
 AD9565'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 AD9565'NORTH END.  IT CONSISTS OF THE 0, 150, 430, AND 1140 METER POINTS.
 AD9565'THERE IS A DISK SET 100 FEET SOUTH OF THE 0 METER POINT TO BE USED FOR
 AD9565'TAPE CALIBRATION.  THE HORIZONTAL DISTANCES FROM THE 0 METER POINT TO
 AD9565'THE CENTER OF THE 100 FOOT TAPING DISK MEASURED 100.01 FT (30.483 M)
 AD9565'AND TO THE OFF-CENTERED PUNCH ON THE DISK MEASURED 100.00 FT (30.480
 AD9565'M).
 AD9565' 
 AD9565'THE 430 METER POINT IS A STANDARD NGS DISK STAMPED---430 1984---SET
 AD9565'INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM (18.0 IN) IN DIAMETER
 AD9565'FLUSH WITH THE GROUND LOCATED 16.9 M (55.6 FT) E FROM A WIRE FENCE AND
 AD9565'A NGS WITNESS POST AND 9.4 M (31.0 FT) W FROM THE APPROXIMATE CENTER
 AD9565'OF A NORTH-SOUTH TAXIWAY.
 AD9565
 AD9565                          STATION RECOVERY (1996)
 AD9565
 AD9565'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AD9565'STATION IS LOCATED 34 MILES (54.7 KM) NORTH OF EVERETT, 5.5 MILES (8.9
 AD9565'KM) NORTHWEST OF OF MT VERNON, 4.5 MILES (7.2 KM) WEST OF BURLINGTON,
 AD9565'AT THE SKAGIT REGIONAL /BAYVIEW AIRPORT, RICHARD WILSON - AIRPORT
 AD9565'MANAGER, PHONE 360-757-0011  TO REACH THE STATION FROM THE JUNCTION OF
 AD9565'STATE HIGHWAY 20 AND INTERSTATE 5 (EXIT 230 OF INTERSTATE) IN
 AD9565'BURLINGTON, PROCEED WEST ON STATE HIGHWAY 20 3.8 MILES (6.1 KM) TO
 AD9565'HIGGINS AIRPORT RD ON THE RIGHT, TURN RIGHT AND PROCEED NORTH ON
 AD9565'HIGGINS AIRPORT ROAD 1.85 MI (2.98 KM) TO AIRPORT DRIVE ON THE LEFT.
 AD9565'TURN LEFT AND FOLLOW AIRPORT DRIVE WEST THEN SOUTH 0.1 MILES (0.2 KM)
 AD9565'TO A GATE BETWEEN THE MAIN TERMINAL AND A FEDERAL EXPRESS BUILDING,
 AD9565'TURN RIGHT AND PROCEED SOUTHWEST THROUGH THE GATE 0.1 MILES (0.2 KM)
 AD9565'ACROSS THE RAMP TO THE INTERSECTION WITH TAXIWAY A, TURN RIGHT AND
 AD9565'PROCEED NORTHWEST ON TAXIWAY A 0.8 MILES (1.3 KM) TO THE END OF RUNWAY
 AD9565'10-28, TURN LEFT AND PROCEED SOUTHERLY ACROSS THE RUNWAY ONTO TAXIWAY
 AD9565'F, PROCEED SOUTH 0.7 MILES (1.1 KM) ON TAXIWAY F TO THE STATION ON THE
 AD9565'RIGHT  THE STATION IS A STANDARD NGS CALIBRATION BASELINE DISK SET IN
 AD9565'TOP OF A ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  THE
 AD9565'STATION IS LOCATED 1.9 M (6.2 FT) WEST OF THE WEST EDGE OF THE
 AD9565'TAXIWAY, 16.7 M (54.8 FT) EAST OF THE WITNESS POST IN THE FENCELINE,
 AD9565'49.9 M (163.7 FT) SOUTH OF THE SOUTHERNMOST FENCE POST HOLE IN THE
 AD9565'ABANDONED RUNWAY AND 79.9 M (262.1 FT) SOUTH OF THE MID-POINT BETWEEN
 AD9565'4 FENCE BRACE POSTS ON THE EAST SIDE OF THE RUNWAY
 AD9565
 AD9565                          STATION RECOVERY (1997)
 AD9565
 AD9565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 AD9565'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1832 ***********************************************************************
 SC1832  DESIGNATION -  BAYVIEW LIGHT
 SC1832  PID         -  SC1832
 SC1832  STATE/COUNTY-  WA/WAHKIAKUM
 SC1832  USGS QUAD   -  SKAMOKAWA (1985)
 SC1832
 SC1832                         *CURRENT SURVEY CONTROL
 SC1832  ___________________________________________________________________
 SC1832* NAD 83(1991)-  46 16 26.77317(N)    123 29 15.42618(W)     ADJUSTED  
 SC1832* NAVD 88     -                                                        
 SC1832  ___________________________________________________________________
 SC1832  LAPLACE CORR-          11.90  (seconds)                    DEFLEC99
 SC1832  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SC1832
 SC1832  HORZ ORDER  -  THIRD
 SC1832
 SC1832.The horizontal coordinates were established by classical geodetic methods
 SC1832.and adjusted by the National Geodetic Survey in December 1991..
 SC1832
 SC1832
 SC1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1832
 SC1832.The geoid height was determined by GEOID03.
 SC1832
 SC1832;                    North         East     Units Scale Factor Converg.
 SC1832;SPC WA S     -   108,926.555   269,786.024   MT  0.99992925   -2 10 12.7
 SC1832;SPC WA S     -   357,369.87    885,122.98   sFT  0.99992925   -2 10 12.7
 SC1832;SPC OR N     -   294,021.415 2,269,748.439   MT  1.00008130   -2 07 07.6
 SC1832;SPC OR N     -   964,637.19  7,446,681.23   iFT  1.00008130   -2 07 07.6
 SC1832;UTM  10      - 5,124,618.556   462,429.478   MT  0.99961735   -0 21 08.6
 SC1832
 SC1832                          SUPERSEDED SURVEY CONTROL
 SC1832
 SC1832  NAD 83(1991)-  46 16 26.77318(N)    123 29 15.42618(W) AD(       ) 4
 SC1832  NAD 83(1986)-  46 16 26.78555(N)    123 29 15.41878(W) AD(       ) 4
 SC1832  NAD 27      -  46 16 27.38719(N)    123 29 10.93975(W) AD(       ) 3
 SC1832
 SC1832.Superseded values are not recommended for survey control.
 SC1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1832.See file dsdata.txt to determine how the superseded data were derived.
 SC1832
 SC1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6242924619(NAD 83)
 SC1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1832+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 SC1832
 SC1832  HISTORY     - Date     Condition        Report By
 SC1832  HISTORY     - UNK      MONUMENTED
 SC1832  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1832  HISTORY     - 1959     SEE DESCRIPTION  CGS
 SC1832  HISTORY     - 20040830 GOOD             USPSQD
 SC1832
 SC1832                          STATION DESCRIPTION
 SC1832
 SC1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1832'THE NAVIGATION LIGHT ATOP A SQUARE WHITE HOUSE WITH A BLACK BANK
 SC1832'AT TOP, ESTABLISHED IN 1909 AND   REBUILT IN 1926.
 SC1832'
 SC1832'LOCATED ON SOLID ROCK ON THE WASHINGTON SHORE OF COLUMBIA RIVER,
 SC1832'ABOUT MIDWAY BETWEEN SKAMOKAWA AND THREE TREE POINT.
 SC1832
 SC1832                          STATION RECOVERY (1959)
 SC1832
 SC1832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WHB)
 SC1832'THE NAVIGATION LIGHT ATOP A SQUARE WHITE HOUSE WITH A BLACK BAND
 SC1832'AT TOP.
 SC1832'
 SC1832'LOCATED ON SOLID ROCK ON THE WASHINGTON SHORE OF COLUMBIA RIVER
 SC1832'ABOUT MIDWAY BETWEEN SKAMOKAWA AND THREE TREE POINT.
 SC1832
 SC1832                          STATION RECOVERY (2004)
 SC1832
 SC1832'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC1832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1148 ***********************************************************************
 TR1148  DESIGNATION -  BAYVIEW METHODIST CHURCH SPIRE
 TR1148  PID         -  TR1148
 TR1148  STATE/COUNTY-  WA/SKAGIT
 TR1148  USGS QUAD   -  LA CONNER (1973)
 TR1148
 TR1148                         *CURRENT SURVEY CONTROL
 TR1148  ___________________________________________________________________
 TR1148* NAD 83(1991)-  48 29 05.48936(N)    122 28 32.49189(W)     ADJUSTED  
 TR1148* NAVD 88     -                                                        
 TR1148  ___________________________________________________________________
 TR1148  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 TR1148  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 TR1148
 TR1148  HORZ ORDER  -  THIRD
 TR1148
 TR1148.The horizontal coordinates were established by classical geodetic methods
 TR1148.and adjusted by the National Geodetic Survey in December 1991..
 TR1148
 TR1148
 TR1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1148
 TR1148.The geoid height was determined by GEOID03.
 TR1148
 TR1148;                    North         East     Units Scale Factor Converg.
 TR1148;SPC WA N     -   166,388.388   378,604.958   MT  0.99996275   -1 13 22.0
 TR1148;SPC WA N     -   545,892.57  1,242,139.77   sFT  0.99996275   -1 13 22.0
 TR1148;UTM  10      - 5,370,325.214   538,743.057   MT  0.99961844   +0 23 33.3
 TR1148
 TR1148                          SUPERSEDED SURVEY CONTROL
 TR1148
 TR1148  NAD 83(1986)-  48 29 05.49561(N)    122 28 32.49676(W) AD(       ) 4
 TR1148  NAD 27      -  48 29 06.11200(N)    122 28 27.90100(W) AD(       ) 3
 TR1148
 TR1148.Superseded values are not recommended for survey control.
 TR1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1148.See file dsdata.txt to determine how the superseded data were derived.
 TR1148
 TR1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3874370325(NAD 83)
 TR1148_MARKER: 90 = CHURCH SPIRE
 TR1148_SETTING: 0 = UNSPECIFIED SETTING
 TR1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1148+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 TR1148
 TR1148  HISTORY     - Date     Condition        Report By
 TR1148  HISTORY     - 1942     FIRST OBSERVED   CGS
 TR1148  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR1148  HISTORY     - 1966     SEE DESCRIPTION  HDA
 TR1148  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TR1148  HISTORY     - 1979     GOOD             NGS
 TR1148  HISTORY     - 1984     GOOD             NOS
 TR1148  HISTORY     - 20060520 GOOD             USPSQD
 TR1148
 TR1148                          STATION DESCRIPTION
 TR1148
 TR1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCP)
 TR1148'THIS IS AN INTERSECTION STATION.  THE CHURCH IS LOCATED TWO BLOCKS
 TR1148'E OF THE LACONNER SAMISH ROAD IN THE NORTHERN PART OF BAYVIEW.  IT
 TR1148'IS A SMALL FRAME BUILDING LOCATED AT THE NW CORNER OF THE BLOCK,
 TR1148'AND IS ABOUT FIFTY FEET IN HEIGHT.
 TR1148
 TR1148                          STATION RECOVERY (1950)
 TR1148
 TR1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1148'RECOVERED
 TR1148'
 TR1148'AT BAYVIEW, 2 BLOCKS EAST OF THE LA CONNER-EDISON ROAD, 8.5 METERS
 TR1148'EAST OF THE CENTERLINE OF THIRD AVE., 15 METERS SOUTH OF AN EAST
 TR1148'AND WEST STREET (UNNAMED), THE SPIRE ON THE BELFREY OF A WHITE
 TR1148'FRAME CHURCH BUILDING.  THE SPIRE IS ABOUT 50 FEET ABOVE THE
 TR1148'GROUND.
 TR1148'
 TR1148'ALTHOUGH 1950 OBSERVATIONS ON THIS STATION DO NOT AGREE WITH 1942
 TR1148'OBSERVATIONS, IT WAS VERIFIED BY LOCAL INQUIRY THAT THE SPIRE HAD
 TR1148'NOT BEEN CHANGED SINCE 1942.
 TR1148
 TR1148                          STATION RECOVERY (1966)
 TR1148
 TR1148'RECOVERY NOTE BY HORTON DENNIS ASSOCIATES 1966
 TR1148'CHURCH IS STILL IN USE AND SPIRE IS IN GOOD CONDITION.
 TR1148'
 TR1148'DESCRIPTION IS ADEQUATE.
 TR1148
 TR1148                          STATION RECOVERY (1977)
 TR1148
 TR1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVD)
 TR1148'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TR1148'PREVIOUSLY DESCRIBED.
 TR1148'
 TR1148'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1148'AT BAY VIEW.
 TR1148
 TR1148                          STATION RECOVERY (1979)
 TR1148
 TR1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR1148'RECOVERED AS DESCRIBED IN 1950.
 TR1148
 TR1148                          STATION RECOVERY (1984)
 TR1148
 TR1148'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR1148'THE STATION WAS RECOVERED AT THIS DATE.
 TR1148'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TR1148
 TR1148                          STATION RECOVERY (2006)
 TR1148
 TR1148'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAR)
 TR1148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5733 ***********************************************************************
 SY5733  DESIGNATION -  BAYVIEW RESET
 SY5733  PID         -  SY5733
 SY5733  STATE/COUNTY-  WA/JEFFERSON
 SY5733  USGS QUAD   -  CENTER (1978)
 SY5733
 SY5733                         *CURRENT SURVEY CONTROL
 SY5733  ___________________________________________________________________
 SY5733* NAD 83(1986)-  47 59 45.     (N)    122 50 49.     (W)     SCALED    
 SY5733* NAVD 88     -       123.50   (meters)     405.2    (feet)  RESET     
 SY5733  ___________________________________________________________________
 SY5733  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SY5733
 SY5733  VERT ORDER  -  THIRD
 SY5733
 SY5733.The horizontal coordinates were scaled from a topographic map and have
 SY5733.an estimated accuracy of +/- 6 seconds.
 SY5733
 SY5733.The orthometric height was computed from unverified reset data.
 SY5733.No vertical observational check was made to the station.
 SY5733
 SY5733.The geoid height was determined by GEOID03.
 SY5733
 SY5733;                    North         East    Units  Estimated Accuracy
 SY5733;SPC WA N     -   112,690.      349,750.      MT  (+/- 180 meters Scaled)
 SY5733
 SY5733                          SUPERSEDED SURVEY CONTROL
 SY5733
 SY5733  NGVD 29 (12/17/02)  122.37   (m)          401.5    (f) RESET       3  
 SY5733
 SY5733.Superseded values are not recommended for survey control.
 SY5733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5733.See file dsdata.txt to determine how the superseded data were derived.
 SY5733
 SY5733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU114158(NAD 83)
 SY5733_MARKER: DS = TRIANGULATION STATION DISK
 SY5733_SETTING: 66 = SET IN ROCK OUTCROP
 SY5733_SP_SET: ROCK OUTCROP
 SY5733_STAMPING: BAYVIEW 1955 1980
 SY5733_MARK LOGO: NGS   
 SY5733_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5733+STABILITY: SURFACE MOTION
 SY5733
 SY5733  HISTORY     - Date     Condition        Report By
 SY5733  HISTORY     - 1980     MONUMENTED       NGS
 SY5733
 SY5733                          STATION DESCRIPTION
 SY5733
 SY5733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SY5733'2.1 MILES (3.4 KM) NORTHEAST OF THE JUNCTION OF US HIGHWAY 101 AND
 SY5733'STATE HIGHWAY 20 AT THE HEAD OF DISCOVERY BAY, 103 FEET NORTH OF THE
 SY5733'SOUTH GUARD RAIL, 42 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 SY5733'20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0011 ***********************************************************************
 SD0011  DESIGNATION -  BAYVIEW RM 1
 SD0011  PID         -  SD0011
 SD0011  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0011  USGS QUAD   -  WESTPORT (1994)
 SD0011
 SD0011                         *CURRENT SURVEY CONTROL
 SD0011  ___________________________________________________________________
 SD0011* NAD 83(1986)-  46 52 52.     (N)    124 03 07.     (W)     SCALED    
 SD0011* NAVD 88     -         4.270  (meters)      14.01   (feet)  ADJUSTED  
 SD0011  ___________________________________________________________________
 SD0011  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SD0011  DYNAMIC HT  -           4.270 (meters)      14.01  (feet)  COMP
 SD0011  MODELED GRAV-     980,749.3   (mgal)                       NAVD 88
 SD0011
 SD0011  VERT ORDER  -  FIRST     CLASS II
 SD0011
 SD0011.The horizontal coordinates were scaled from a topographic map and have
 SD0011.an estimated accuracy of +/- 6 seconds.
 SD0011
 SD0011.The orthometric height was determined by differential leveling
 SD0011.and adjusted by the National Geodetic Survey in June 1991..
 SD0011
 SD0011.The geoid height was determined by GEOID03.
 SD0011
 SD0011.The dynamic height is computed by dividing the NAVD 88
 SD0011.geopotential number by the normal gravity value computed on the
 SD0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0011.degrees latitude (g = 980.6199 gals.).
 SD0011
 SD0011.The modeled gravity was interpolated from observed gravity values.
 SD0011
 SD0011;                    North         East    Units  Estimated Accuracy
 SD0011;SPC WA S     -   178,130.      229,370.      MT  (+/- 180 meters Scaled)
 SD0011
 SD0011                          SUPERSEDED SURVEY CONTROL
 SD0011
 SD0011  NGVD 29 (??/??/92)    3.275  (m)           10.74   (f) ADJ UNCH    1 2
 SD0011
 SD0011.Superseded values are not recommended for survey control.
 SD0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0011.See file dsdata.txt to determine how the superseded data were derived.
 SD0011
 SD0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS198924(NAD 83)
 SD0011_MARKER: DR = REFERENCE MARK DISK
 SD0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0011_STAMPING: BAYVIEW NO 1 1940
 SD0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0011+STABILITY: SURFACE MOTION
 SD0011
 SD0011  HISTORY     - Date     Condition        Report By
 SD0011  HISTORY     - 1940     MONUMENTED       CGS
 SD0011  HISTORY     - 1968     GOOD             NGS
 SD0011  HISTORY     - 1976     MARK NOT FOUND   NGS
 SD0011
 SD0011                          STATION DESCRIPTION
 SD0011
 SD0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SD0011'6.4 MI E FROM WESTPORT.
 SD0011'2.4 MILES SOUTH ALONG MONTESANO AVENUE FROM THE POST OFFICE AT
 SD0011'WESTPORT, THENCE 3.55 MILES EAST ALONG STATE HIGHWAY 105 THENCE 0.35
 SD0011'MILE SOUTHWEST ALONG AN ASPHALT ROAD, THENCE 0.1 MILE ALONG A GRAVELED
 SD0011'DRIVEWAY, 1 FOOT NORTH OF THE EXTENDED CENTER LINE OF THE DRIVEWAY,
 SD0011'ABOUT 30 FEET EAST OF THE EAST SHORE LINE, 39 FEET SOUTH-SOUTHWEST OF
 SD0011'POWER POLE W13-136 WITH A TRANSFORMER, 24.0 FEET NORTH OF THE
 SD0011'NORTHWEST CORNER OF A BUILDING, 36.0 FEET NORTHWEST OF R.M. 2 WHICH IS
 SD0011'IN THE BUILDING, ABOUT LEVEL WITH THE DRIVEWAY, AND SET IN THE TOP OF
 SD0011'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SD0011
 SD0011                          STATION RECOVERY (1976)
 SD0011
 SD0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SD0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1179 ***********************************************************************
 TR1179  DESIGNATION -  BAYVIEW STANDPIPE
 TR1179  PID         -  TR1179
 TR1179  STATE/COUNTY-  WA/SKAGIT
 TR1179  USGS QUAD   -  LA CONNER (1973)
 TR1179
 TR1179                         *CURRENT SURVEY CONTROL
 TR1179  ___________________________________________________________________
 TR1179* NAD 83(1991)-  48 29 17.97524(N)    122 27 39.56392(W)     ADJUSTED  
 TR1179* NAVD 88     -                                                        
 TR1179  ___________________________________________________________________
 TR1179  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 TR1179  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 TR1179
 TR1179  HORZ ORDER  -  THIRD
 TR1179
 TR1179.The horizontal coordinates were established by classical geodetic methods
 TR1179.and adjusted by the National Geodetic Survey in December 1991..
 TR1179
 TR1179
 TR1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1179
 TR1179.The geoid height was determined by GEOID03.
 TR1179
 TR1179;                    North         East     Units Scale Factor Converg.
 TR1179;SPC WA N     -   166,750.873   379,699.666   MT  0.99996314   -1 12 42.6
 TR1179;SPC WA N     -   547,081.82  1,245,731.32   sFT  0.99996314   -1 12 42.6
 TR1179;UTM  10      - 5,370,718.281   539,826.739   MT  0.99961949   +0 24 13.1
 TR1179
 TR1179                          SUPERSEDED SURVEY CONTROL
 TR1179
 TR1179  NAD 83(1986)-  48 29 17.98049(N)    122 27 39.57013(W) AD(       ) 4
 TR1179  NAD 27      -  48 29 18.59414(N)    122 27 34.97266(W) AD(       ) 3
 TR1179
 TR1179.Superseded values are not recommended for survey control.
 TR1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1179.See file dsdata.txt to determine how the superseded data were derived.
 TR1179
 TR1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3982770718(NAD 83)
 TR1179_MARKER: 52 = STANDPIPE TANK
 TR1179_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1179+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 TR1179
 TR1179  HISTORY     - Date     Condition        Report By
 TR1179  HISTORY     - 1978     FIRST OBSERVED   NGS
 TR1179  HISTORY     - 1980     GOOD             NOS
 TR1179  HISTORY     - 19820402 GOOD             NGS
 TR1179  HISTORY     - 20060520 GOOD             USPSQD
 TR1179
 TR1179                          STATION DESCRIPTION
 TR1179
 TR1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 TR1179'THE STATION IS THE TOP-CENTER OF THE TALL WHITE STANDPIPE WHICH IS
 TR1179'7-1/2 MILES NORTHWEST OF MOUNT VERNON, 6-1/2 MILES WEST OF
 TR1179'BURLINGTON, 2 MILES WEST-NORTHWEST OF THE SKAGIT REGINAL AIRPORT, 3/4
 TR1179'MILE EAST-NORTHEAST OF BAY VIEW AND IN SECTION 32, T 35 N, R
 TR1179'3 E..
 TR1179'
 TR1179'TO REACH FROM EXIT NO. 231 ON I-5, (ABOUT 1 MILE NORTH OF
 TR1179'BURLINGTON), GO WEST ON WILSON ROAD FOR 2.0 MILES TO AVON
 TR1179'ALLEN ROAD, CONTINUE WEST FOR 3.0 MILES TO A STOP SIGN, CONTINUE
 TR1179'STRAIGHT AHEAD FOR 0.75 MILE TO THE STANDPIPE ON THE RIGHT.
 TR1179
 TR1179                          STATION RECOVERY (1980)
 TR1179
 TR1179'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 TR1179'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1978.
 TR1179'
 TR1179'THE STATION IS THE CENTER OF THE TOP OF A TALL, WHITE CYLINDRICAL
 TR1179'STANDPIPE, LOCATED ABOUT 6-1/2 MILES WEST OF BURLINGTON AND ABOUT
 TR1179'3/4 MILE NORTHEAST OF THE COMMUNITY OF BAYVIEW.
 TR1179
 TR1179                          STATION RECOVERY (1982)
 TR1179
 TR1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 TR1179'RECOVERED AS DESCRIBED.
 TR1179
 TR1179                          STATION RECOVERY (2006)
 TR1179
 TR1179'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAR)
 TR1179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0394 ***********************************************************************
 TO0394  DESIGNATION -  BB 234
 TO0394  PID         -  TO0394
 TO0394  STATE/COUNTY-  WA/PEND OREILLE
 TO0394  USGS QUAD   -  JARED (1992)
 TO0394
 TO0394                         *CURRENT SURVEY CONTROL
 TO0394  ___________________________________________________________________
 TO0394* NAD 83(1986)-  48 28 08.     (N)    117 19 05.     (W)     SCALED    
 TO0394* NAVD 88     -       628.743  (meters)    2062.80   (feet)  ADJUSTED  
 TO0394  ___________________________________________________________________
 TO0394  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TO0394  DYNAMIC HT  -         628.814 (meters)    2063.03  (feet)  COMP
 TO0394  MODELED GRAV-     980,704.5   (mgal)                       NAVD 88
 TO0394
 TO0394  VERT ORDER  -  FIRST     CLASS II
 TO0394
 TO0394.The horizontal coordinates were scaled from a topographic map and have
 TO0394.an estimated accuracy of +/- 6 seconds.
 TO0394
 TO0394.The orthometric height was determined by differential leveling
 TO0394.and adjusted by the National Geodetic Survey in June 1991..
 TO0394
 TO0394.The geoid height was determined by GEOID03.
 TO0394
 TO0394.The dynamic height is computed by dividing the NAVD 88
 TO0394.geopotential number by the normal gravity value computed on the
 TO0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0394.degrees latitude (g = 980.6199 gals.).
 TO0394
 TO0394.The modeled gravity was interpolated from observed gravity values.
 TO0394
 TO0394;                    North         East    Units  Estimated Accuracy
 TO0394;SPC WA N     -   169,250.      759,840.      MT  (+/- 180 meters Scaled)
 TO0394
 TO0394                          SUPERSEDED SURVEY CONTROL
 TO0394
 TO0394.No superseded survey control is available for this station.
 TO0394
 TO0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP764684(NAD 83)
 TO0394_MARKER: DB = BENCH MARK DISK
 TO0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0394_STAMPING: BB 234 1942
 TO0394_MARK LOGO: CGS   
 TO0394_PROJECTION: PROJECTING 5 CENTIMETERS
 TO0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0394+STABILITY: SURFACE MOTION
 TO0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0394+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 TO0394
 TO0394  HISTORY     - Date     Condition        Report By
 TO0394  HISTORY     - 1942     MONUMENTED       CGS
 TO0394  HISTORY     - 1980     GOOD             NGS
 TO0394  HISTORY     - 20060719 GOOD             WADNR
 TO0394
 TO0394                          STATION DESCRIPTION
 TO0394
 TO0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0394'9.5 MI N FROM CUSICK.
 TO0394'0.95 MILES SOUTH OF THE RAILROAD STATION AT JARED, 35 FEET WEST OF THE
 TO0394'TRACK, 20 FEET NORTH OF A CROSSROAD, 2 FEET EAST OF THE FENCE LINE,
 TO0394'SET ABOUT 100 YARDS NORTHEAST OF A GROUP OF FARM BUILDINGS. WITNESS
 TO0394'POST SET.  A DISK SET IN A CONCRETE POST.
 TO0394
 TO0394                          STATION RECOVERY (1980)
 TO0394
 TO0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0394'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 TO0394'43.0 KILOMETERS (26.7 MILES) NORTHWEST ALONG STATE HIGHWAY 20 FROM
 TO0394'THE JUNCTION OF U.S. HIGHWAY 2 IN NEWPORT, 0.8 KILOMETER (0.5 MILE)
 TO0394'NORTHEAST OF HIGHWAY MILEPOST 410, AT AN OLD, PRIVATE ROAD CROSSING
 TO0394'THE PEND OREILLE RAILWAY, 10.7 METERS (35.0 FEET) NORTHWEST OF THE
 TO0394'NORTHWEST RAIL OF THE TRACKS, 6.1 METERS (20.0 FEET) NORTHEAST OF
 TO0394'THE CENTERLINE OF THE PRIVATE ROAD, 0.6 METER (2.0 FEET) SOUTHEAST
 TO0394'OF A BARBED WIRE FENCE LINE.
 TO0394'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 TO0394
 TO0394                          STATION RECOVERY (2006)
 TO0394
 TO0394'RECOVERY NOTE BY WA DEPT OF NAT RES 2006 (DLS)
 TO0394'LAT 48 28 06.6 N
 TO0394'LONG 117 19 03.6 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0533 ***********************************************************************
 SA0533  DESIGNATION -  BB 253
 SA0533  PID         -  SA0533
 SA0533  STATE/COUNTY-  WA/ADAMS
 SA0533  USGS QUAD   -  LIND (1970)
 SA0533
 SA0533                         *CURRENT SURVEY CONTROL
 SA0533  ___________________________________________________________________
 SA0533* NAD 83(1986)-  46 58 08.     (N)    118 35 20.     (W)     SCALED    
 SA0533* NAVD 88     -       423.008  (meters)    1387.82   (feet)  ADJUSTED  
 SA0533  ___________________________________________________________________
 SA0533  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 SA0533  DYNAMIC HT  -         423.026 (meters)    1387.88  (feet)  COMP
 SA0533  MODELED GRAV-     980,643.6   (mgal)                       NAVD 88
 SA0533
 SA0533  VERT ORDER  -  FIRST     CLASS II
 SA0533
 SA0533.The horizontal coordinates were scaled from a topographic map and have
 SA0533.an estimated accuracy of +/- 6 seconds.
 SA0533
 SA0533.The orthometric height was determined by differential leveling
 SA0533.and adjusted by the National Geodetic Survey in June 1991..
 SA0533
 SA0533.The geoid height was determined by GEOID03.
 SA0533
 SA0533.The dynamic height is computed by dividing the NAVD 88
 SA0533.geopotential number by the normal gravity value computed on the
 SA0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0533.degrees latitude (g = 980.6199 gals.).
 SA0533
 SA0533.The modeled gravity was interpolated from observed gravity values.
 SA0533
 SA0533;                    North         East    Units  Estimated Accuracy
 SA0533;SPC WA S     -   183,560.      645,410.      MT  (+/- 180 meters Scaled)
 SA0533
 SA0533                          SUPERSEDED SURVEY CONTROL
 SA0533
 SA0533  NGVD 29 (??/??/92)  421.891  (m)         1384.15   (f) ADJ UNCH    1 2
 SA0533
 SA0533.Superseded values are not recommended for survey control.
 SA0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0533.See file dsdata.txt to determine how the superseded data were derived.
 SA0533
 SA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN791029(NAD 83)
 SA0533_MARKER: DB = BENCH MARK DISK
 SA0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0533_STAMPING: BB 253 1944
 SA0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0533+STABILITY: SURFACE MOTION
 SA0533
 SA0533  HISTORY     - Date     Condition        Report By
 SA0533  HISTORY     - 1944     MONUMENTED       CGS
 SA0533
 SA0533                          STATION DESCRIPTION
 SA0533
 SA0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0533'1.2 MI E FROM LIND.
 SA0533'1.2 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SA0533'LIND, 0.4 MILE SOUTHEAST OF THE LIND AIRPORT, 83 FEET EAST OF THE
 SA0533'CENTER OF A CROSS ROAD, 40 FEET NORTH OF THE NORTH RAIL, 1.5 FEET
 SA0533'ABOVE THE RAIL, 6 FEET WEST OF A POWER POLE, 3 FEET SOUTH OF A MARKER
 SA0533'POST, PROJECTING 0.7 FOOT.  A BENCH MARK DISK SET IN THE TOP OF A
 SA0533'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1773 ***********************************************************************
 RC1773  DESIGNATION -  BB 44
 RC1773  PID         -  RC1773
 RC1773  STATE/COUNTY-  WA/SKAMANIA
 RC1773  USGS QUAD   -  HOOD RIVER (1994)
 RC1773
 RC1773                         *CURRENT SURVEY CONTROL
 RC1773  ___________________________________________________________________
 RC1773* NAD 83(1986)-  45 43 43.     (N)    121 31 21.     (W)     SCALED    
 RC1773* NAVD 88     -        30.590  (meters)     100.36   (feet)  ADJUSTED  
 RC1773  ___________________________________________________________________
 RC1773  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC1773  DYNAMIC HT  -          30.590 (meters)     100.36  (feet)  COMP
 RC1773  MODELED GRAV-     980,602.4   (mgal)                       NAVD 88
 RC1773
 RC1773  VERT ORDER  -  FIRST     CLASS II
 RC1773
 RC1773.The horizontal coordinates were scaled from a topographic map and have
 RC1773.an estimated accuracy of +/- 6 seconds.
 RC1773
 RC1773.The orthometric height was determined by differential leveling
 RC1773.and adjusted by the National Geodetic Survey in June 1991..
 RC1773
 RC1773.The geoid height was determined by GEOID03.
 RC1773
 RC1773.The dynamic height is computed by dividing the NAVD 88
 RC1773.geopotential number by the normal gravity value computed on the
 RC1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1773.degrees latitude (g = 980.6199 gals.).
 RC1773
 RC1773.The modeled gravity was interpolated from observed gravity values.
 RC1773
 RC1773;                    North         East    Units  Estimated Accuracy
 RC1773;SPC WA S     -    44,450.      420,410.      MT  (+/- 180 meters Scaled)
 RC1773
 RC1773                          SUPERSEDED SURVEY CONTROL
 RC1773
 RC1773  NGVD 29 (??/??/92)   29.561  (m)           96.98   (f) ADJ UNCH    1 2
 RC1773
 RC1773.Superseded values are not recommended for survey control.
 RC1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1773.See file dsdata.txt to determine how the superseded data were derived.
 RC1773
 RC1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR149649(NAD 83)
 RC1773_MARKER: DD = SURVEY DISK
 RC1773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1773_SP_SET: PIER
 RC1773_STAMPING: BB 44 1933 96.844
 RC1773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1773
 RC1773  HISTORY     - Date     Condition        Report By
 RC1773  HISTORY     - 1933     MONUMENTED       USGS
 RC1773  HISTORY     - 1935     GOOD             NGS
 RC1773  HISTORY     - 1970     MARK NOT FOUND   NGS
 RC1773  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC1773
 RC1773                          STATION DESCRIPTION
 RC1773
 RC1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC1773'IN UNDERWOOD.
 RC1773'AT UNDERWOOD, SKAMANIA COUNTY, ABOUT 313 FEET EAST ALONG U.S. HIGHWAY
 RC1773'NO. 830 FROM THE EAST END OF THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RC1773'STATION, 75 FEET EAST OF THE WEST END OF THE STEEL TRUSS HIGHWAY
 RC1773'BRIDGE OVER THE WHITE SALMON RIVER, IN THE TOP OF THE SOUTH END OF THE
 RC1773'WEST CONCRETE PIER, AND 5 FEET BELOW THE BRIDGE FLOOR.  A UNITED
 RC1773'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED BB 44 1933.
 RC1773
 RC1773                          STATION RECOVERY (1970)
 RC1773
 RC1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC1773'MARK NOT FOUND.
 RC1773
 RC1773                          STATION RECOVERY (1989)
 RC1773
 RC1773'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0206 ***********************************************************************
 TQ0206  DESIGNATION -  BC
 TQ0206  PID         -  TQ0206
 TQ0206  STATE/COUNTY-  WA/WHATCOM
 TQ0206  USGS QUAD   -  ROSS DAM (1971)
 TQ0206
 TQ0206                         *CURRENT SURVEY CONTROL
 TQ0206  ___________________________________________________________________
 TQ0206* NAD 83(1986)-  48 43 30.     (N)    121 04 49.     (W)     SCALED    
 TQ0206* NAVD 88     -       524.332  (meters)    1720.25   (feet)  ADJUSTED  
 TQ0206  ___________________________________________________________________
 TQ0206  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 TQ0206  DYNAMIC HT  -         524.398 (meters)    1720.46  (feet)  COMP
 TQ0206  MODELED GRAV-     980,721.6   (mgal)                       NAVD 88
 TQ0206
 TQ0206  VERT ORDER  -  FIRST     CLASS II
 TQ0206
 TQ0206.The horizontal coordinates were scaled from a topographic map and have
 TQ0206.an estimated accuracy of +/- 6 seconds.
 TQ0206
 TQ0206.The orthometric height was determined by differential leveling
 TQ0206.and adjusted by the National Geodetic Survey in June 1991..
 TQ0206
 TQ0206.The geoid height was determined by GEOID03.
 TQ0206
 TQ0206.The dynamic height is computed by dividing the NAVD 88
 TQ0206.geopotential number by the normal gravity value computed on the
 TQ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0206.degrees latitude (g = 980.6199 gals.).
 TQ0206
 TQ0206.The modeled gravity was interpolated from observed gravity values.
 TQ0206
 TQ0206;                    North         East    Units  Estimated Accuracy
 TQ0206;SPC WA N     -   191,830.      481,830.      MT  (+/- 180 meters Scaled)
 TQ0206
 TQ0206                          SUPERSEDED SURVEY CONTROL
 TQ0206
 TQ0206  NGVD 29 (??/??/92)  523.111  (m)         1716.24   (f) ADJ UNCH    1 2
 TQ0206
 TQ0206.Superseded values are not recommended for survey control.
 TQ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0206.See file dsdata.txt to determine how the superseded data were derived.
 TQ0206
 TQ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU411986(NAD 83)
 TQ0206_MARKER: N = NAIL
 TQ0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0206_SP_SET: BIRCH TREE
 TQ0206_STAMPING: BC
 TQ0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0206
 TQ0206  HISTORY     - Date     Condition        Report By
 TQ0206  HISTORY     - UNK      MONUMENTED       CGS
 TQ0206  HISTORY     - 1958     GOOD             NGS
 TQ0206
 TQ0206                          STATION DESCRIPTION
 TQ0206
 TQ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0206'1.1 MI SW FROM ROSS DAM.
 TQ0206'1.1 MILES SOUTHWEST ALONG DIABLO TRAIL 300 FROM THE WEST END OF ROSS
 TQ0206'DAM, 1050 PACES SOUTHWEST OF BENCH MARK D 375, 450 PACES SOUTHWEST OF
 TQ0206'THE SECOND SWITCHBACK SOUTHWEST OF BENCH MARK D 375, 90 YARDS
 TQ0206'NORTHEAST OF THE CROSSING OF A CREEK, IN TOP OF A ROOT ON THE WEST
 TQ0206'SIDE OF THE EXTREME WEST ONE OF A GROUP OF EIGHT BIRCH TREES, 6 1/2
 TQ0206'FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL, AND 1/2 FOOT ABOVE THE
 TQ0206'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0764 ***********************************************************************
 SX0764  DESIGNATION -  BC 0+00 USE
 SX0764  PID         -  SX0764
 SX0764  STATE/COUNTY-  WA/KING
 SX0764  USGS QUAD   -  EAGLE GORGE (1993)
 SX0764
 SX0764                         *CURRENT SURVEY CONTROL
 SX0764  ___________________________________________________________________
 SX0764* NAD 83(1986)-  47 18 02.     (N)    121 50 27.     (W)     SCALED    
 SX0764* NAVD 88     -       282.936  (meters)     928.27   (feet)  ADJUSTED  
 SX0764  ___________________________________________________________________
 SX0764  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SX0764  DYNAMIC HT  -         282.959 (meters)     928.34  (feet)  COMP
 SX0764  MODELED GRAV-     980,686.0   (mgal)                       NAVD 88
 SX0764
 SX0764  VERT ORDER  -  FIRST     CLASS I
 SX0764
 SX0764.The horizontal coordinates were scaled from a topographic map and have
 SX0764.an estimated accuracy of +/- 6 seconds.
 SX0764
 SX0764.The orthometric height was determined by differential leveling
 SX0764.and adjusted by the National Geodetic Survey in June 1991..
 SX0764
 SX0764.The geoid height was determined by GEOID03.
 SX0764
 SX0764.The dynamic height is computed by dividing the NAVD 88
 SX0764.geopotential number by the normal gravity value computed on the
 SX0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0764.degrees latitude (g = 980.6199 gals.).
 SX0764
 SX0764.The modeled gravity was interpolated from observed gravity values.
 SX0764
 SX0764;                    North         East    Units  Estimated Accuracy
 SX0764;SPC WA N     -    33,920.      423,800.      MT  (+/- 180 meters Scaled)
 SX0764
 SX0764                          SUPERSEDED SURVEY CONTROL
 SX0764
 SX0764  NGVD 29 (??/??/92)  281.834  (m)          924.65   (f) ADJ UNCH    1 1
 SX0764
 SX0764.Superseded values are not recommended for survey control.
 SX0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0764.See file dsdata.txt to determine how the superseded data were derived.
 SX0764
 SX0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET876392(NAD 83)
 SX0764_MARKER: DD = SURVEY DISK
 SX0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0764_STAMPING: BC 0=00 1972
 SX0764_MARK LOGO: USE   
 SX0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0764+STABILITY: SURFACE MOTION
 SX0764
 SX0764  HISTORY     - Date     Condition        Report By
 SX0764  HISTORY     - 1972     MONUMENTED       DOD
 SX0764  HISTORY     - 1973     GOOD             NGS
 SX0764  HISTORY     - 1982     GOOD             NGS
 SX0764
 SX0764                          STATION DESCRIPTION
 SX0764
 SX0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SX0764'3.65 MI SE FROM KANASKAT.
 SX0764'0.85 MILE SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SX0764'STATION AT KANASKAT, THENCE 2.8 MILES SOUTHEAST ALONG SE GREEN RIVER
 SX0764'HEADWORKS ROAD, 0.05 MILE WEST OF STEEL TRUSS BRIDGE 8212-3.0 OVER
 SX0764'GREEN RIVER, ON THE OUTSIDE OF A CURVE, 22.8 FEET NORTHEAST OF THE
 SX0764'CENTER LINE OF THE ROAD, 18.6 FEET EAST OF POWER POLE 43 WITH A GUY
 SX0764'WIRE, 61 FEET WEST OF TELEPHONE POLE 1209 WITH A GUY WIRE, 1.4 FEET
 SX0764'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 SX0764'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. SECTION
 SX0764'18, T 21N, R 8E.
 SX0764
 SX0764                          STATION RECOVERY (1982)
 SX0764
 SX0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0204 ***********************************************************************
 TQ0204  DESIGNATION -  BD
 TQ0204  PID         -  TQ0204
 TQ0204  STATE/COUNTY-  WA/WHATCOM
 TQ0204  USGS QUAD   -  ROSS DAM (1971)
 TQ0204
 TQ0204                         *CURRENT SURVEY CONTROL
 TQ0204  ___________________________________________________________________
 TQ0204* NAD 83(1986)-  48 42 56.     (N)    121 05 20.     (W)     SCALED    
 TQ0204* NAVD 88     -       563.535  (meters)    1848.86   (feet)  ADJUSTED  
 TQ0204  ___________________________________________________________________
 TQ0204  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 TQ0204  DYNAMIC HT  -         563.609 (meters)    1849.11  (feet)  COMP
 TQ0204  MODELED GRAV-     980,725.0   (mgal)                       NAVD 88
 TQ0204
 TQ0204  VERT ORDER  -  FIRST     CLASS II
 TQ0204
 TQ0204.The horizontal coordinates were scaled from a topographic map and have
 TQ0204.an estimated accuracy of +/- 6 seconds.
 TQ0204
 TQ0204.The orthometric height was determined by differential leveling
 TQ0204.and adjusted by the National Geodetic Survey in June 1991..
 TQ0204
 TQ0204.The geoid height was determined by GEOID03.
 TQ0204
 TQ0204.The dynamic height is computed by dividing the NAVD 88
 TQ0204.geopotential number by the normal gravity value computed on the
 TQ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0204.degrees latitude (g = 980.6199 gals.).
 TQ0204
 TQ0204.The modeled gravity was interpolated from observed gravity values.
 TQ0204
 TQ0204;                    North         East    Units  Estimated Accuracy
 TQ0204;SPC WA N     -   190,780.      481,190.      MT  (+/- 180 meters Scaled)
 TQ0204
 TQ0204                          SUPERSEDED SURVEY CONTROL
 TQ0204
 TQ0204  NGVD 29 (??/??/92)  562.319  (m)         1844.87   (f) ADJ UNCH    1 2
 TQ0204
 TQ0204.Superseded values are not recommended for survey control.
 TQ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0204.See file dsdata.txt to determine how the superseded data were derived.
 TQ0204
 TQ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU405975(NAD 83)
 TQ0204_MARKER: N = NAIL
 TQ0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0204_SP_SET: PINE TREE
 TQ0204_STAMPING: BD
 TQ0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0204
 TQ0204  HISTORY     - Date     Condition        Report By
 TQ0204  HISTORY     - UNK      MONUMENTED       CGS
 TQ0204  HISTORY     - 1958     GOOD             NGS
 TQ0204
 TQ0204                          STATION DESCRIPTION
 TQ0204
 TQ0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0204'2.0 MI SW FROM ROSS DAM.
 TQ0204'2.0 MILES WEST ALONG DIABLO TRAIL 300 FROM THE WEST END OF ROSS DAM,
 TQ0204'1375 PACES SOUTHWEST OF BENCH MARK E 375, IN TOP OF A ROOT ON THE
 TQ0204'SOUTHEAST SIDE OF A 24-INCH PINE TREE BEARING A WITNESS POST PLAQUE, 3
 TQ0204'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL, 15 FEET SOUTHWEST
 TQ0204'OF A 60-INCH LEANING PINE TREE, 1 FOOT HIGHER THAN THE TRAIL, AND 0.2
 TQ0204'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0202 ***********************************************************************
 TQ0202  DESIGNATION -  BE
 TQ0202  PID         -  TQ0202
 TQ0202  STATE/COUNTY-  WA/WHATCOM
 TQ0202  USGS QUAD   -  ROSS DAM (1971)
 TQ0202
 TQ0202                         *CURRENT SURVEY CONTROL
 TQ0202  ___________________________________________________________________
 TQ0202* NAD 83(1986)-  48 43 14.     (N)    121 05 43.     (W)     SCALED    
 TQ0202* NAVD 88     -       543.852  (meters)    1784.29   (feet)  ADJUSTED  
 TQ0202  ___________________________________________________________________
 TQ0202  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 TQ0202  DYNAMIC HT  -         543.924 (meters)    1784.52  (feet)  COMP
 TQ0202  MODELED GRAV-     980,728.1   (mgal)                       NAVD 88
 TQ0202
 TQ0202  VERT ORDER  -  FIRST     CLASS II
 TQ0202
 TQ0202.The horizontal coordinates were scaled from a topographic map and have
 TQ0202.an estimated accuracy of +/- 6 seconds.
 TQ0202
 TQ0202.The orthometric height was determined by differential leveling
 TQ0202.and adjusted by the National Geodetic Survey in June 1991..
 TQ0202
 TQ0202.The geoid height was determined by GEOID03.
 TQ0202
 TQ0202.The dynamic height is computed by dividing the NAVD 88
 TQ0202.geopotential number by the normal gravity value computed on the
 TQ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0202.degrees latitude (g = 980.6199 gals.).
 TQ0202
 TQ0202.The modeled gravity was interpolated from observed gravity values.
 TQ0202
 TQ0202;                    North         East    Units  Estimated Accuracy
 TQ0202;SPC WA N     -   191,340.      480,730.      MT  (+/- 180 meters Scaled)
 TQ0202
 TQ0202                          SUPERSEDED SURVEY CONTROL
 TQ0202
 TQ0202  NGVD 29 (??/??/92)  542.636  (m)         1780.30   (f) ADJ UNCH    1 2
 TQ0202
 TQ0202.Superseded values are not recommended for survey control.
 TQ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0202.See file dsdata.txt to determine how the superseded data were derived.
 TQ0202
 TQ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU400981(NAD 83)
 TQ0202_MARKER: N = NAIL
 TQ0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0202_SP_SET: BIRCH TREE
 TQ0202_STAMPING: BE
 TQ0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0202
 TQ0202  HISTORY     - Date     Condition        Report By
 TQ0202  HISTORY     - UNK      MONUMENTED       CGS
 TQ0202  HISTORY     - 1958     GOOD             NGS
 TQ0202
 TQ0202                          STATION DESCRIPTION
 TQ0202
 TQ0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0202'2.5 MI W FROM ROSS DAM.
 TQ0202'2.5 MILES WEST ALONG DIABLO TRAIL 300 FROM THE WEST END OF ROSS DAM,
 TQ0202'2.5 MILES NORTHEAST OF DIABLO DAM, 440 PACES NORTH OF BENCH MARK F
 TQ0202'375, 850 PACES SOUTHEAST OF BENCH MARK G 375, IN TOP OF A ROOT ON THE
 TQ0202'WEST SIDE OF A 18-INCH BIRCH TREE BEARING A YELLOW PAINTED TRIANGULAR
 TQ0202'BLAZE, 3 1/2 FEET EAST OF THE CENTER LINE OF THE TRAIL, 66 FEET SOUTH
 TQ0202'OF THE CENTER OF THE CROSSING OF A CREEK, 2 FEET HIGHER THAN THE
 TQ0202'TRAIL, AND 1/2 FOOT ABOVE THE SLOPE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0490 ***********************************************************************
 SD0490  DESIGNATION -  BEA 1922
 SD0490  PID         -  SD0490
 SD0490  STATE/COUNTY-  WA/PACIFIC
 SD0490  USGS QUAD   -  NORTH COVE (1995)
 SD0490
 SD0490                         *CURRENT SURVEY CONTROL
 SD0490  ___________________________________________________________________
 SD0490* NAD 83(1991)-  46 44 42.99739(N)    124 05 27.66215(W)     ADJUSTED  
 SD0490* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SD0490  ___________________________________________________________________
 SD0490  LAPLACE CORR-          14.70  (seconds)                    DEFLEC99
 SD0490  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SD0490
 SD0490  HORZ ORDER  -  THIRD
 SD0490
 SD0490.The horizontal coordinates were established by classical geodetic methods
 SD0490.and adjusted by the National Geodetic Survey in December 1991..
 SD0490
 SD0490.The orthometric height was scaled from a topographic map.
 SD0490
 SD0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0490
 SD0490.The geoid height was determined by GEOID03.
 SD0490
 SD0490;                    North         East     Units Scale Factor Converg.
 SD0490;SPC WA S     -   163,183.093   225,703.445   MT  0.99991850   -2 36 30.6
 SD0490;SPC WA S     -   535,376.53    740,495.39   sFT  0.99991850   -2 36 30.6
 SD0490;UTM  10      - 5,177,436.226   416,661.706   MT  0.99968536   -0 47 40.7
 SD0490
 SD0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0490!SPC WA S     -   1.00000287  x   0.99991850  =   0.99992137
 SD0490!UTM  10      -   1.00000287  x   0.99968536  =   0.99968823
 SD0490
 SD0490                          SUPERSEDED SURVEY CONTROL
 SD0490
 SD0490  NAD 83(1991)-  46 44 42.99670(N)    124 05 27.65934(W) AD(       ) 3
 SD0490  NAD 83(1986)-  46 44 42.99136(N)    124 05 27.64765(W) AD(       ) 3
 SD0490  NAD 27      -  46 44 43.66200(N)    124 05 23.03900(W) AD(       ) 3
 SD0490
 SD0490.Superseded values are not recommended for survey control.
 SD0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0490.See file dsdata.txt to determine how the superseded data were derived.
 SD0490
 SD0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1666277436(NAD 83)
 SD0490
 SD0490  HISTORY     - Date     Condition        Report By
 SD0490  HISTORY     - 1922     MONUMENTED       CGS
 SD0490  HISTORY     - 1924     SEE DESCRIPTION  CGS
 SD0490  HISTORY     - 1925     SEE DESCRIPTION  CGS
 SD0490  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SD0490  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SD0490  HISTORY     - 1935     SEE DESCRIPTION  USE
 SD0490  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SD0490
 SD0490                          STATION DESCRIPTION
 SD0490
 SD0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SD0490'STATION IS LOCATED ON THE OCEAN BEACH ABOUT 30 METERS INSIDE
 SD0490'HIGH-WATER LINE, ABOUT 2 MILES (STATUTE) N AND W OF WILLAPA BAY
 SD0490'LIGHTHOUSE AND NEAR TRIANGULATION STATION BEACH 2.  ITS LOCATION
 SD0490'IS PRACTICALLY IDENTICAL WITH THAT OF TRIANGULATION STATION BEACH.
 SD0490'
 SD0490'STATION IS MARKED BY A 5-FOOT LENGTH OF GALVANIZED 5/8-INCH ROD
 SD0490'DRIVEN INTO THE SAND PROJECTING ABOUT 5 INCHES ABOVE THE SURFACE OF
 SD0490'THE GROUND.  A LARGE HYDROGRAPHIC SIGNAL WAS ERECTED OVER THIS
 SD0490'STATION.  STATION WAS LOCATED BY TRIANGULATION CUTS FROM STATIONS
 SD0490'BEACH 2, WILLAPA BAY LIGHTHOUSE, AND CLAM, AND BY TRAVERSE FROM
 SD0490'STATION BEACH 2.
 SD0490'
 SD0490'THIS IS AN INTERSECTION AND TRAVERSE STATION.
 SD0490
 SD0490                          STATION RECOVERY (1924)
 SD0490
 SD0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (LPR)
 SD0490'STATION WAS NOT RECOVERED THOUGH SEARCHED FOR CAREFULLY.  THE MARK
 SD0490'HAD APPARENTLY BEEN WASHED OUT OR PULLED UP.
 SD0490
 SD0490                          STATION RECOVERY (1925)
 SD0490
 SD0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (RBD)
 SD0490'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 SD0490
 SD0490                          STATION RECOVERY (1926)
 SD0490
 SD0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (RBD)
 SD0490'STATION MARK WAS NOT FOUND BUT A LARGE HYDROGRAPHIC SIGNAL WAS FOUND
 SD0490'OVER THE POSITION WHERE THE MARK SHOULD BE.  THIS SIGNAL WAS BUILT IN
 SD0490'1922.
 SD0490
 SD0490                          STATION RECOVERY (1926)
 SD0490
 SD0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (OSR)
 SD0490'SIGNAL STANDING IN GOOD CONDITION.  DID NOT DIG FOR MARK.
 SD0490'HIGH-WATER LINE VERY INDEFINITE.  WOULD SAY 70 METERS 270 DEG TRUE
 SD0490'FROM STATION.
 SD0490
 SD0490                          STATION RECOVERY (1935)
 SD0490
 SD0490'RECOVERY NOTE BY US ENGINEERS 1935
 SD0490'A NEW HYDROGRAPHIC SIGNAL IS CENTERED OVER AN OLD 7-OR 8-FOOT POST.
 SD0490'
 SD0490'DUG FOR BUT COULD NOT FIND STATION MARK.
 SD0490
 SD0490                          STATION RECOVERY (1939)
 SD0490
 SD0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SD0490'STATION IS LARGE TRIPOD SIGNAL STANDING IN APPROXIMATELY THE SAME
 SD0490'GEOGRAPHIC POSITION AS BEA BUT THERE WAS NO MARK IN THE GROUND.  THE
 SD0490'ORIGINAL IRON ROD HAD EVIDENTLY BEEN REMOVED.  A HYDROGRAPHIC
 SD0490'STATION MARK WAS PLACED UNDER THE TRIPOD IN THE TOP OF A 5-FOOT
 SD0490'SECTION OF 2-INCH IRON PIPE, PROJECTING 1 FOOT ABOVE SURFACE OF
 SD0490'SAND.  THIS MARK WAS STAMPED STING AND LOCATED BY TOPOGRAPHY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3553 ***********************************************************************
 SY3553  DESIGNATION -  BEACH
 SY3553  PID         -  SY3553
 SY3553  STATE/COUNTY-  WA/KING
 SY3553  USGS QUAD   -  BLACK DIAMOND (1994)
 SY3553
 SY3553                         *CURRENT SURVEY CONTROL
 SY3553  ___________________________________________________________________
 SY3553* NAD 83(1991)-  47 37 20.84748(N)    122 05 23.56423(W)     ADJUSTED  
 SY3553* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3553  ___________________________________________________________________
 SY3553  LAPLACE CORR-          10.18  (seconds)                    DEFLEC99
 SY3553  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SY3553
 SY3553  HORZ ORDER  -  SECOND
 SY3553
 SY3553.The horizontal coordinates were established by classical geodetic methods
 SY3553.and adjusted by the National Geodetic Survey in December 1991..
 SY3553
 SY3553.The orthometric height was scaled from a topographic map.
 SY3553
 SY3553.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3553
 SY3553.The geoid height was determined by GEOID03.
 SY3553
 SY3553;                    North         East     Units Scale Factor Converg.
 SY3553;SPC WA N     -    69,977.130   405,553.871   MT  0.99997941   -0 56 07.9
 SY3553;SPC WA N     -   229,583.30  1,330,554.66   sFT  0.99997941   -0 56 07.9
 SY3553;UTM  10      - 5,274,740.582   568,384.536   MT  0.99965747   +0 40 20.5
 SY3553
 SY3553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3553!SPC WA N     -   1.00000350  x   0.99997941  =   0.99998291
 SY3553!UTM  10      -   1.00000350  x   0.99965747  =   0.99966097
 SY3553
 SY3553:                Primary Azimuth Mark                     Grid Az
 SY3553:SPC WA N     -  INGLEWOOD                                075 25 15.8
 SY3553:UTM  10      -  INGLEWOOD                                073 48 47.4
 SY3553
 SY3553|---------------------------------------------------------------------|
 SY3553| PID    Reference Object                     Distance      Geod. Az  |
 SY3553|                                                           dddmmss.s |
 SY3553| SY3529 INGLEWOOD                           APPROX. 2.0 KM 0742907.9 |
 SY3553| CF7156 BEACH RM                              8.138 METERS 21214     |
 SY3553|---------------------------------------------------------------------|
 SY3553
 SY3553                          SUPERSEDED SURVEY CONTROL
 SY3553
 SY3553  NAD 83(1986)-  47 37 20.83959(N)    122 05 23.56994(W) AD(       ) 2
 SY3553  NAD 27      -  47 37 21.47900(N)    122 05 19.13900(W) AD(       ) 2
 SY3553
 SY3553.Superseded values are not recommended for survey control.
 SY3553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3553.See file dsdata.txt to determine how the superseded data were derived.
 SY3553
 SY3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6838574741(NAD 83)
 SY3553_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3553_SETTING: 80 = SET IN A BOULDER
 SY3553_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY3553
 SY3553  HISTORY     - Date     Condition        Report By
 SY3553  HISTORY     - 1937     MONUMENTED       WAGS
 SY3553  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY3553
 SY3553                          STATION DESCRIPTION
 SY3553
 SY3553'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY3553'STATION IS IN NW 1/4 OF SE 1/4 OF SEC. 30, T.25, R.6.  IT IS
 SY3553'LOCATED 4.5 MILES FROM REDMOND, ON BEACH ON W SIDE OF LAKE
 SY3553'SAMMAMISH.
 SY3553'
 SY3553'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS WEDGED
 SY3553'IN DRILL HOLES IN BOULDERS, AS DESCRIBED IN NOTES 4 AND 12C.
 SY3553'
 SY3553'STATION MARK IS STAMPED KING COUNTY AERIAL SURVEY.
 SY3553'
 SY3553'REFERENCE MARK IS 26.70 FEET MAGNETIC S 9 DEG W FROM STATION.
 SY3553'
 SY3553'STATION IS REACHED AS FOLLOWS--LEAVING REDMOND ON OLD HIGHWAY CROSS
 SY3553'SAMMAMISH RIVER BRIDGE AND TAKE THE LEFT FORK S ON PAVEMENT
 SY3553'PASSING ALONG THE W SIDE OF LAKE SAMMAMISH.  RUN 1.5 MILES.  TAKE
 SY3553'LEFT FORK.  RUN 1 MILE, PASS RICHFIELD GAS STATION, CONTINUE S.
 SY3553'RUN 0.9 MILE, PASS PIFERS PLACE AS INDICATED BY SIGN.  PROCEED 2
 SY3553'MILES.  PASS GRAVEL SIDE ROAD COMING IN ON RIGHT AND CONTINUE S 0.6
 SY3553'MILE.  DESCEND TO BEACH ON TRAIL OVERGROWN WITH HORSE TAILS.
 SY3553'COMPASS BEARING TO WHITE STORE BUILDING AT INGLEWOOD BEACH IS N 65
 SY3553'DEG E ACROSS THE LAKE.  WALK S ALONG BEACH 100 PACES.  STATION IS 15
 SY3553'FEET W OF WATERS EDGE, 29 FEET E OF 18-INCH POPLAR, 45 FEET SW OF A
 SY3553'CLUMP OF SWAMP GRASS, 3 FEET W OF SHORE, 53 FEET N OF A LIGHT
 SY3553'BRUSH.
 SY3553'
 SY3553'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY3553
 SY3553                          STATION RECOVERY (1943)
 SY3553
 SY3553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY3553'THIS STATION HAS BEEN DISTURBED.  THE BOULDER IS TURNED ON ITS
 SY3553'SIDE.  IT WOULD STILL BE SUITABLE FOR A HYDRO SIGNAL.  REFERENCE
 SY3553'MARK IS IN PLACE.
 SY3553'
 SY3553'LOCALITY HAS BEEN IMPROVED SINCE STATION WAS ESTABLISHED.  SEVERAL
 SY3553'SMALL HOUSES HAVE BEEN BUILT.  A ROAD RUNS DOWN THE BLUFF AND
 SY3553'ALONG BEHIND THE HOUSES.  STATION IS IN SMALL BOULDER ON BEACH IN
 SY3553'FRONT OF VACANT LOT 39 ABOUT 2 METERS FROM WATER LINE.  CORNER OF
 SY3553'CONCRETE BULKHEAD ON LOT 40 IS 13.35 METERS S. 70 DEG W. (TRUE).  SE
 SY3553'CORNER HOUSE ON LOT 37 IS 35.3 METERS N. 9 DEG W. (TRUE).
 SY3553'
 SY3553'STATION IS NEAR CENTER OF SEC. 30, T. 25, R. 6, ON THE BEACH, W SIDE
 SY3553'OF LAKE SAMMAMISH ABOUT 1/2 MILE S OF THE E EXTREMITY OF THE BIG
 SY3553'POINT.  THERE IS A SWITCH-BACK ROAD RUNNING DOWN THE BLUFFS AND
 SY3553'PASSING IN THE REAR OF THE WATERFRONT LOTS.
 SY3553'
 SY3553'REFERENCE MARK IS 8.268 METERS S. 32 DEG W. (TRUE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0246 ***********************************************************************
 TS0246  DESIGNATION -  BEACH 1893
 TS0246  PID         -  TS0246
 TS0246  STATE/COUNTY-  WA/CLALLAM
 TS0246  USGS QUAD   -  NEAH BAY (1984)
 TS0246
 TS0246                         *CURRENT SURVEY CONTROL
 TS0246  ___________________________________________________________________
 TS0246* NAD 83(1991)-  48 22 02.51862(N)    124 33 52.59049(W)     ADJUSTED  
 TS0246* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 TS0246  ___________________________________________________________________
 TS0246  LAPLACE CORR-           7.92  (seconds)                    DEFLEC99
 TS0246  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 TS0246
 TS0246  HORZ ORDER  -  THIRD
 TS0246
 TS0246.The horizontal coordinates were established by classical geodetic methods
 TS0246.and adjusted by the National Geodetic Survey in December 1991..
 TS0246
 TS0246.The orthometric height was scaled from a topographic map.
 TS0246
 TS0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0246
 TS0246.The geoid height was determined by GEOID03.
 TS0246
 TS0246;                    North         East     Units Scale Factor Converg.
 TS0246;SPC WA N     -   158,729.230   223,656.534   MT  0.99995172   -2 46 40.8
 TS0246;SPC WA N     -   520,764.15    733,779.81   sFT  0.99995172   -2 46 40.8
 TS0246;UTM  10      - 5,358,315.480   384,119.936   MT  0.99976499   -1 10 10.4
 TS0246
 TS0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0246!SPC WA N     -   1.00000118  x   0.99995172  =   0.99995290
 TS0246!UTM  10      -   1.00000118  x   0.99976499  =   0.99976617
 TS0246
 TS0246                          SUPERSEDED SURVEY CONTROL
 TS0246
 TS0246  NAD 83(1986)-  48 22 02.51865(N)    124 33 52.59235(W) AD(       ) 3
 TS0246  NAD 27      -  48 22 03.26400(N)    124 33 47.75800(W) AD(       ) 3
 TS0246
 TS0246.Superseded values are not recommended for survey control.
 TS0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0246.See file dsdata.txt to determine how the superseded data were derived.
 TS0246
 TS0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU8412058315(NAD 83)
 TS0246
 TS0246  HISTORY     - Date     Condition        Report By
 TS0246  HISTORY     - 1893     MONUMENTED       CGS
 TS0246  HISTORY     - 1908     SEE DESCRIPTION  CGS
 TS0246  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TS0246  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TS0246  HISTORY     - 1934     SEE DESCRIPTION  USE
 TS0246  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TS0246
 TS0246                          STATION DESCRIPTION
 TS0246
 TS0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (JJG)
 TS0246'STATION IS ON THE SANDSTONE, REEFY POINT NEXT W FROM SEAL
 TS0246'ROCK.  REEF EXTENDS OUT FROM POINT IN A NW DIRECTION ABOUT 150
 TS0246'METERS.  TO THE WESTWARD IS A LONG STRETCH OF SAND BEACH.  TO THE
 TS0246'E THE SHORE IS ROCKY AND PRECIPITOUS.  THE POINT IS COVERED WITH
 TS0246'TREES, SEVERAL WERE CUT TO OPEN VIEW TO E AND W.  SIGNAL IS ON A
 TS0246'SPUR OF THE BLUFF, 30 FEET ABOVE TIDES.  DUG DOWN 18 INCHES
 TS0246'BELOW SURFACE THROUGH TANGLED ROOTS AND SOIL AND DRILLED A
 TS0246'5/8-INCH HOLE 2 INCHES DEEP IN SOLID ROCK.  A SPRUCE 20
 TS0246'INCHES IN DIAMETER TO SE IS MARKED BY BLAZE AND COPPER TACK,
 TS0246'DISTANT 24 FEET 10 INCHES.  ANOTHER SPRUCE LEANING OVER
 TS0246'SIGNAL, 3-1/2 FEET THROUGH, TO SW MARKED BY BLAZE AND COPPER
 TS0246'TACK, DISTANT 11 FEET 5-1/2 INCHES.  STUMP AT EDGE OF CLIFF
 TS0246'MARKED BY WIRE NAIL, DISTANT 15 FEET 7 INCHES.  POLE IS 6 BY 6
 TS0246'INCHES BY 34 FEET, SUPPORTED BY 4 BRACES, TIE BRACES AND
 TS0246'BOARDED UP ON SEAWARD FACES, ALL WHITE-WASHED.  A
 TS0246'STUMP, CUT WITH SAW, TO W OF SIGNAL, MARKED WITH WIRE NAIL,
 TS0246'DISTANT 20 FEET 2 INCHES.
 TS0246
 TS0246                          STATION RECOVERY (1908)
 TS0246
 TS0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1908 (HWR)
 TS0246'STATION MUCH OVERGROWN AND STATION MARK WAS NOT UNCOVERED.  SIGNAL
 TS0246'BUILT OVER STATION BY SWINGING IN DISTANCES FROM REFERENCE MARKS.
 TS0246
 TS0246                          STATION RECOVERY (1930)
 TS0246
 TS0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (KTA)
 TS0246'STATION WAS HEAVILY OVERGROWN WITH BRUSH.  TREE, 24 FEET 10 INCHES
 TS0246'DISTANT, HAD BROKEN OFF ABOUT 20 FEET FROM GROUND.  THIS STATION
 TS0246'WAS JUST USED FOR AZIMUTH FROM WAADAH FOR MAGNETICS.  DISTANCES
 TS0246'WERE SWUNG FROM THE REFERENCE MARKS AND INTERSECTION POINT
 TS0246'USED.  STATION MARK WAS NOT RECOVERED.
 TS0246
 TS0246                          STATION RECOVERY (1931)
 TS0246
 TS0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (KTA)
 TS0246'THIS STATION WAS RECOVERED BY A PARTY OF THE SHIP GUIDE IN 1930
 TS0246'AND THE SIGNAL REMAINED INTACT.  NO NEW SIGNAL WAS
 TS0246'BUILT.  RECOVERED AS DESCRIBED.
 TS0246
 TS0246                          STATION RECOVERY (1934)
 TS0246
 TS0246'RECOVERY NOTE BY US ENGINEERS 1934
 TS0246'STATION FOUND AS DESCRIBED.  SIGNAL STILL IN PLACE.
 TS0246
 TS0246                          STATION RECOVERY (1954)
 TS0246
 TS0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (REZ)
 TS0246'REMAINS OF A SIGNAL BUILT OVER THE STATION FOUND IN THE THICK
 TS0246'BRUSH AT THE SITE OF THE STATION.  THE SPRUCE TREES, MENTIONED
 TS0246'IN THE ORIGINAL DESCRIPTION, ARE BOTH DEAD AND BROKEN OFF BUT
 TS0246'STANDING.  THE SUBSURFACE MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0491 ***********************************************************************
 SD0491  DESIGNATION -  BEACH 1911
 SD0491  PID         -  SD0491
 SD0491  STATE/COUNTY-  WA/PACIFIC
 SD0491  USGS QUAD   -  NORTH COVE (1995)
 SD0491
 SD0491                         *CURRENT SURVEY CONTROL
 SD0491  ___________________________________________________________________
 SD0491* NAD 83(1991)-  46 44 42.99897(N)    124 05 27.34297(W)     ADJUSTED  
 SD0491* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SD0491  ___________________________________________________________________
 SD0491  LAPLACE CORR-          14.70  (seconds)                    DEFLEC99
 SD0491  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SD0491
 SD0491  HORZ ORDER  -  THIRD
 SD0491
 SD0491.The horizontal coordinates were established by classical geodetic methods
 SD0491.and adjusted by the National Geodetic Survey in December 1991..
 SD0491
 SD0491.The orthometric height was scaled from a topographic map.
 SD0491
 SD0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0491
 SD0491.The geoid height was determined by GEOID03.
 SD0491
 SD0491;                    North         East     Units Scale Factor Converg.
 SD0491;SPC WA S     -   163,182.833   225,710.215   MT  0.99991850   -2 36 30.4
 SD0491;SPC WA S     -   535,375.68    740,517.60   sFT  0.99991850   -2 36 30.4
 SD0491;UTM  10      - 5,177,436.181   416,668.479   MT  0.99968535   -0 47 40.5
 SD0491
 SD0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0491!SPC WA S     -   1.00000287  x   0.99991850  =   0.99992137
 SD0491!UTM  10      -   1.00000287  x   0.99968535  =   0.99968822
 SD0491
 SD0491                          SUPERSEDED SURVEY CONTROL
 SD0491
 SD0491  NAD 83(1991)-  46 44 42.99663(N)    124 05 27.34005(W) AD(       ) 3
 SD0491  NAD 83(1986)-  46 44 42.99479(N)    124 05 27.32896(W) AD(       ) 3
 SD0491  NAD 27      -  46 44 43.64000(N)    124 05 22.71000(W) AD(       ) 3
 SD0491
 SD0491.Superseded values are not recommended for survey control.
 SD0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0491.See file dsdata.txt to determine how the superseded data were derived.
 SD0491
 SD0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1666877436(NAD 83)
 SD0491
 SD0491  HISTORY     - Date     Condition        Report By
 SD0491  HISTORY     - 1911     MONUMENTED       CGS
 SD0491  HISTORY     - 1922     SEE DESCRIPTION  CGS
 SD0491
 SD0491                          STATION DESCRIPTION
 SD0491
 SD0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (RBD)
 SD0491'THIS IS AN INTERSECTION STATION AND IS ON THE W SIDE OF WHAT IS
 SD0491'LOCALLY KNOWN AS NORTH BEACH.  IT IS ABOUT 3/4 MILE TRUE N OF
 SD0491'WILLAPA BEACH BOATHOUSE, AND ABOUT 1/2 MILE N OF A PLANK ROAD
 SD0491'RUNNING FROM THE TREE LINE OUT TO THE BEACH.  THE STATION IS ABOUT
 SD0491'200 METERS BACK FROM HIGH-WATER LINE.
 SD0491'
 SD0491'STATION IS MARKED BY A 3/4-INCH GALVANIZED-IRON PIPE, 3 FEET LONG,
 SD0491'DRIVEN IN THE SAND AND THE TOP PROJECTS ABOUT 3 INCHES ABOVE THE
 SD0491'SURFACE.
 SD0491
 SD0491                          STATION RECOVERY (1922)
 SD0491
 SD0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SD0491'STATION SEARCHED FOR BUT NOT RECOVERED.  A THOROUGH SEARCH WAS MADE.
 SD0491'PORTIONS OF WHAT WAS APPARENTLY A PART OF THE OLD HYDROGRAPHIC
 SD0491'SIGNAL WERE DUG OUT OF THE SAND.  A LARGE AREA IN THE VICINITY WAS
 SD0491'THOROUGHLY DUG OVER BUT NO TRACE OF STATION MARK WAS FOUND.
 SD0491'SUBSEQUENT TRIANGULATION PROVED THAT THE AREA SEARCHED HAD CONTAINED
 SD0491'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0690 ***********************************************************************
 SD0690  DESIGNATION -  BEACH 1929
 SD0690  PID         -  SD0690
 SD0690  STATE/COUNTY-  WA/JEFFERSON
 SD0690  USGS QUAD   -  HOH HEAD (1982)
 SD0690
 SD0690                         *CURRENT SURVEY CONTROL
 SD0690  ___________________________________________________________________
 SD0690* NAD 83(1991)-  47 48 17.23031(N)    124 29 02.83605(W)     ADJUSTED  
 SD0690* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SD0690  ___________________________________________________________________
 SD0690  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 SD0690  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 SD0690
 SD0690  HORZ ORDER  -  THIRD
 SD0690
 SD0690.The horizontal coordinates were established by classical geodetic methods
 SD0690.and adjusted by the National Geodetic Survey in December 1991..
 SD0690
 SD0690.The orthometric height was scaled from a topographic map.
 SD0690
 SD0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0690
 SD0690.The geoid height was determined by GEOID03.
 SD0690
 SD0690;                    North         East     Units Scale Factor Converg.
 SD0690;SPC WA N     -    95,962.645   226,646.738   MT  0.99995711   -2 43 05.1
 SD0690;SPC WA N     -   314,837.44    743,590.17   sFT  0.99995711   -2 43 05.1
 SD0690;UTM  10      - 5,295,669.766   388,875.424   MT  0.99975174   -1 05 58.7
 SD0690
 SD0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0690!SPC WA N     -   1.00000320  x   0.99995711  =   0.99996031
 SD0690!UTM  10      -   1.00000320  x   0.99975174  =   0.99975494
 SD0690
 SD0690:                Primary Azimuth Mark                     Grid Az
 SD0690:SPC WA N     -  HEAD                                     178 08 04.7
 SD0690:UTM  10      -  HEAD                                     176 30 58.3
 SD0690
 SD0690|---------------------------------------------------------------------|
 SD0690| PID    Reference Object                     Distance      Geod. Az  |
 SD0690|                                                           dddmmss.s |
 SD0690| SD0691 HEAD                                APPROX. 4.1 KM 1752459.6 |
 SD0690|---------------------------------------------------------------------|
 SD0690
 SD0690                          SUPERSEDED SURVEY CONTROL
 SD0690
 SD0690  NAD 83(1986)-  47 48 17.22409(N)    124 29 02.84808(W) AD(       ) 3
 SD0690  NAD 27      -  47 48 18.09100(N)    124 28 57.84300(W) AD(       ) 3
 SD0690
 SD0690.Superseded values are not recommended for survey control.
 SD0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0690.See file dsdata.txt to determine how the superseded data were derived.
 SD0690
 SD0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT8887595670(NAD 83)
 SD0690_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SD0690_SETTING: 80 = SET IN A BOULDER
 SD0690_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SD0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0690+STABILITY: SURFACE MOTION
 SD0690
 SD0690  HISTORY     - Date     Condition        Report By
 SD0690  HISTORY     - 1929     MONUMENTED       CGS
 SD0690  HISTORY     - 1930     SEE DESCRIPTION  CGS
 SD0690  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SD0690
 SD0690                          STATION DESCRIPTION
 SD0690
 SD0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RDH)
 SD0690'THE STATION IS ON A ROCK 21 BY 15 BY 8 FEET HIGH, ON THE BEACH ABOUT
 SD0690'750 METERS N OF THE MOUTH OF MOSQUITO CREEK.  THE ROCK IS OUTSIDE
 SD0690'OF THE HIGH-WATER LINE.  IT IS FAIRLY FLAT ON TOP.  THE ROCK IS ON
 SD0690'RANGE WITH THE OUTER FACE OF THE CLIFF AT HOH HEAD AND THE INNER
 SD0690'SIDE OF THE INNER OF THREE ROCKS S OF MOSQUITO CREEK.  THE REFERENCE
 SD0690'MARK IS AT THE ORDINARY HIGH-WATER LINE ON A SMALL ROCK JUST BESIDE
 SD0690'A 25-FOOT HIGH ROCK.
 SD0690'
 SD0690'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN A
 SD0690'DRILL HOLE IN A BOULDER AS DESCRIBED IN NOTES 4 AND 12C.
 SD0690'
 SD0690'REFERENCE MARK IS 2.50 METERS FROM THE STATION IN AZIMUTH 212 DEG 45
 SD0690'MIN.
 SD0690'
 SD0690'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 SD0690
 SD0690                          STATION RECOVERY (1930)
 SD0690
 SD0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (KTA)
 SD0690'STATION WAS RECOVERED AS DESCRIBED.  THE ROCK WAS WHITE-WASHED FOR A
 SD0690'HYDROGRAPHIC SIGNAL.
 SD0690
 SD0690                          STATION RECOVERY (1954)
 SD0690
 SD0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAS)
 SD0690'THE STATION WAS FOUND ON A ROCK OF THE APPROXIMATE SIZE DESCRIBED.
 SD0690'THE REFERENCE MARK WAS NOT FOUND.  THERE IS NO ROCK IN THE VICINITY
 SD0690'WHICH IS 25 FT. HIGH AS DESCRIBED IN THE NOTES.  THE NEAREST ROCK OF
 SD0690'THAT SIZE IS APPROXIMATELY 1/2 MI. FURTHER N.  THE STATION IS ABOUT
 SD0690'2400 FT. N OF THE MOUTH OF MOSQUITO CREEK.  THE STATION IS
 SD0690'PINPOINTED ON PHOTOGRAPHY AT THE HOQUIAM OFFICE OF RAYONIER
 SD0690'INCORPORATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1992 ***********************************************************************
 TR1992  DESIGNATION -  BEACH 1956
 TR1992  PID         -  TR1992
 TR1992  STATE/COUNTY-  WA/WHATCOM
 TR1992  USGS QUAD   -  LUMMI ISLAND (1994)
 TR1992
 TR1992                         *CURRENT SURVEY CONTROL
 TR1992  ___________________________________________________________________
 TR1992* NAD 83(1991)-  48 41 28.43891(N)    122 38 38.33818(W)     ADJUSTED  
 TR1992* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1992  ___________________________________________________________________
 TR1992  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 TR1992  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 TR1992
 TR1992  HORZ ORDER  -  THIRD
 TR1992
 TR1992.The horizontal coordinates were established by classical geodetic methods
 TR1992.and adjusted by the National Geodetic Survey in December 1991..
 TR1992
 TR1992.The orthometric height was scaled from a topographic map.
 TR1992
 TR1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1992
 TR1992.The geoid height was determined by GEOID03.
 TR1992
 TR1992;                    North         East     Units Scale Factor Converg.
 TR1992;SPC WA N     -   189,609.811   366,707.826   MT  0.99999236   -1 20 53.0
 TR1992;SPC WA N     -   622,078.19  1,203,107.26   sFT  0.99999236   -1 20 53.0
 TR1992;UTM  10      - 5,393,193.692   526,200.555   MT  0.99960843   +0 16 02.7
 TR1992
 TR1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1992!SPC WA N     -   1.00000308  x   0.99999236  =   0.99999544
 TR1992!UTM  10      -   1.00000308  x   0.99960843  =   0.99961151
 TR1992
 TR1992                          SUPERSEDED SURVEY CONTROL
 TR1992
 TR1992  NAD 83(1986)-  48 41 28.44079(N)    122 38 38.34067(W) AD(       ) 3
 TR1992  NAD 27      -  48 41 29.05800(N)    122 38 33.71900(W) AD(       ) 3
 TR1992
 TR1992.Superseded values are not recommended for survey control.
 TR1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1992.See file dsdata.txt to determine how the superseded data were derived.
 TR1992
 TR1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2620193194(NAD 83)
 TR1992_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1992_SETTING: 66 = SET IN ROCK OUTCROP
 TR1992_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TR1992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR1992+STABILITY: POSITION/ELEVATION WELL
 TR1992
 TR1992  HISTORY     - Date     Condition        Report By
 TR1992  HISTORY     - 1956     MONUMENTED       CGS
 TR1992  HISTORY     - 1987     GOOD             USPSQD
 TR1992
 TR1992                          STATION DESCRIPTION
 TR1992
 TR1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (KBJ)
 TR1992'THE STATION IS LOCATED ON THE NORTHEAST SHORE OF LUMMI ISLAND,
 TR1992'NEAR THE SOUTH END OF HALE PASSAGE AND 1.5 MILES NW OF INATI
 TR1992'BAY.  IT IS ON THE TOP OF A ROCK LEDGE WHICH IS SHADED BY
 TR1992'OVERHANGING TREES.  IT IS MARKED BY A STANDARD DISK STAMPED BEACH
 TR1992'1956, CEMENTED IN A DRILL HOLE IN THE ROCK LEDGE ABOUT 10 FEET
 TR1992'ABOVE MHW, 2 FEET FROM THE EDGE OF THE SHELF, AND ABOUT 8
 TR1992'FEET SE OF THE NW END OF THE SHELF.
 TR1992'
 TR1992'THE STATION WAS NOT OCCUPIED AND NO REFERENCE MARKS WERE
 TR1992'ESTABLISHED.
 TR1992
 TR1992                          STATION RECOVERY (1987)
 TR1992
 TR1992'RECOVERY NOTE BY US POWER SQUADRON 1987 (DW)
 TR1992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0489 ***********************************************************************
 SD0489  DESIGNATION -  BEACH 2
 SD0489  PID         -  SD0489
 SD0489  STATE/COUNTY-  WA/PACIFIC
 SD0489  USGS QUAD   -  NORTH COVE (1995)
 SD0489
 SD0489                         *CURRENT SURVEY CONTROL
 SD0489  ___________________________________________________________________
 SD0489* NAD 83(1991)-  46 44 41.36011(N)    124 05 16.28534(W)     ADJUSTED  
 SD0489* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SD0489  ___________________________________________________________________
 SD0489  LAPLACE CORR-          14.81  (seconds)                    DEFLEC99
 SD0489  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 SD0489
 SD0489  HORZ ORDER  -  THIRD
 SD0489
 SD0489.The horizontal coordinates were established by classical geodetic methods
 SD0489.and adjusted by the National Geodetic Survey in December 1991..
 SD0489
 SD0489.The orthometric height was scaled from a topographic map.
 SD0489
 SD0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0489
 SD0489.The geoid height was determined by GEOID03.
 SD0489
 SD0489;                    North         East     Units Scale Factor Converg.
 SD0489;SPC WA S     -   163,121.606   225,942.371   MT  0.99991848   -2 36 22.3
 SD0489;SPC WA S     -   535,174.80    741,279.26   sFT  0.99991848   -2 36 22.3
 SD0489;UTM  10      - 5,177,382.345   416,902.402   MT  0.99968487   -0 47 32.4
 SD0489
 SD0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0489!SPC WA S     -   1.00000272  x   0.99991848  =   0.99992120
 SD0489!UTM  10      -   1.00000272  x   0.99968487  =   0.99968758
 SD0489
 SD0489:                Primary Azimuth Mark                     Grid Az
 SD0489:SPC WA S     -  WILLAPA BAY LIGHT                        158 21 59.0
 SD0489:UTM  10      -  WILLAPA BAY LIGHT                        156 33 09.1
 SD0489
 SD0489|---------------------------------------------------------------------|
 SD0489| PID    Reference Object                     Distance      Geod. Az  |
 SD0489|                                                           dddmmss.s |
 SD0489| SD0496 WILLAPA BAY LIGHT                   APPROX. 2.4 KM 1554536.7 |
 SD0489| DD9387 BEACH 2 RM 1                         28.779 METERS 22130     |
 SD0489| DD9388 BEACH 2 RM 2                         26.842 METERS 29943     |
 SD0489|---------------------------------------------------------------------|
 SD0489
 SD0489                          SUPERSEDED SURVEY CONTROL
 SD0489
 SD0489  NAD 83(1991)-  46 44 41.35937(N)    124 05 16.28251(W) AD(       ) 3
 SD0489  NAD 83(1986)-  46 44 41.35410(N)    124 05 16.27065(W) AD(       ) 3
 SD0489  NAD 27      -  46 44 42.02400(N)    124 05 11.66200(W) AD(       ) 3
 SD0489
 SD0489.Superseded values are not recommended for survey control.
 SD0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0489.See file dsdata.txt to determine how the superseded data were derived.
 SD0489
 SD0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1690277382(NAD 83)
 SD0489_MARKER: Z = SEE DESCRIPTION
 SD0489_SETTING: 0 = UNSPECIFIED SETTING
 SD0489
 SD0489  HISTORY     - Date     Condition        Report By
 SD0489  HISTORY     - 1922     MONUMENTED       CGS
 SD0489  HISTORY     - 1924     SEE DESCRIPTION  CGS
 SD0489  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SD0489  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SD0489  HISTORY     - 1935     SEE DESCRIPTION  USE
 SD0489  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SD0489  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SD0489  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SD0489  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SD0489
 SD0489                          STATION DESCRIPTION
 SD0489
 SD0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SD0489'STATION IS LOCATED IN ABOUT THE CENTER OF A SMALL SAND RIDGE ON
 SD0489'THE OCEAN BEACH ABOUT 2 MILES NNW OF WILLAPA BAY LIGHTHOUSE.  IT IS
 SD0489'ABOUT 250 METERS FROM EXTREME HIGH-WATER LINE AND IS ABOUT 90
 SD0489'METERS S OF A PLANK ROAD THAT RUNS OUT FROM THE COUNTY ROAD TO THE
 SD0489'BEACH AT THIS POINT.
 SD0489'
 SD0489'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A SQUARE CEMENT
 SD0489'BLOCK 2-1/2 FEET DEEP AND 6 INCHES ON A SIDE.  THE BLOCK PROJECTS
 SD0489'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 SD0489'
 SD0489'NO REFERENCE MARKS WERE SET.
 SD0489'
 SD0489'THIS STATION IS TO REPLACE THE OLD STATION BEACH WHICH WAS SEARCHED
 SD0489'FOR BUT COULD NOT BE FOUND.  WHAT APPEARED TO BE A PART OF THE OLD
 SD0489'SIGNAL WAS FOUND AND A NEW HYDROGRAPHIC SIGNAL WAS BUILT OVER
 SD0489'APPROXIMATELY THE OLD LOCATION OF BEACH.  THE STATION BEACH 2 IS
 SD0489'246.7 METERS E BY S OF THIS HYDROGRAPHIC SIGNAL.
 SD0489'
 SD0489'NOTE--FIVE FEET OF 3/4-INCH GALVANIZED PIPE EXTENDS FROM JUST BELOW
 SD0489'THE DISK MARK THROUGH THE CONCRETE BLOCK DEEP INTO THE SAND RIDGE.
 SD0489
 SD0489                          STATION RECOVERY (1924)
 SD0489
 SD0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (LPR)
 SD0489'STATION RECOVERED AFTER MUCH DIFFICULTY AS THE SAND HAD COVERED
 SD0489'THE CENTER MARK TO A DEPTH OF ABOUT 4 FEET.  THE FOLLOWING NOTES
 SD0489'MAY AID IN ITS FUTURE RECOVERY--IT IS ABOUT 1 METER E OF A FENCE
 SD0489'LINE SEEN BOTH TO THE N AND S OF THE STATION, AND WHICH AT THE
 SD0489'STATION HAS APPARENTLY BEEN BURIED BY THE SAND, AND IS ALSO ABOUT 3
 SD0489'METERS W OF A LINE BETWEEN THE TENTH TELEPHONE POLE TO THE S OF THE
 SD0489'BOARDWALK AND WILLAPA BAY LIGHTHOUSE.  THE STATION IS ALSO IN LINE
 SD0489'WITH A 6-FOOT CEDAR POST SET ABOUT 2 FEET IN THE GROUND, AND THE
 SD0489'THIRD TELEPHONE POLE N OF THE BOARDWALK AND ANOTHER SIMILAR CEDAR
 SD0489'POST SET IN LINE WITH THE SIXTH TELEPHONE POLE TO THE S OF THE
 SD0489'BOARDWALK.  IT IS QUITE POSSIBLE THAT THE CEDAR POSTS WILL NOT
 SD0489'STAY VERY LONG, BUT THE OTHER RANGES SHOULD REMAIN FOR SOME TIME.
 SD0489
 SD0489                          STATION RECOVERY (1926)
 SD0489
 SD0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (RBD)
 SD0489'STATION RECOVERED AS DESCRIBED.  NO SIGNAL WAS BUILT OVER THIS
 SD0489'STATION.
 SD0489
 SD0489                          STATION RECOVERY (1926)
 SD0489
 SD0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (OSR)
 SD0489'STATION RECOVERED AS DESCRIBED.  SIGNAL POLE STANDING OVER STATION.
 SD0489
 SD0489                          STATION RECOVERY (1935)
 SD0489
 SD0489'RECOVERY NOTE BY US ENGINEERS 1935
 SD0489'STATION RECOVERED.  OLD FENCE GONE.  TELEPHONE POLES ARE STILL
 SD0489'STANDING.  STATION WAS ABOUT 6 INCHES UNDER SAND.  IT IS UNDER BOARD
 SD0489'NAILED TO TWO POSTS PROTRUDING ABOUT 18 INCHES.
 SD0489
 SD0489                          STATION RECOVERY (1939)
 SD0489
 SD0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SD0489'RE-DESCRIBED, USING PORTIONS OF ORIGINAL DESCRIPTION THAT ARE STILL
 SD0489'APPLICABLE--THE STATION IS LOCATED IN ABOUT THE CENTER OF A SMALL
 SD0489'SAND RIDGE ON THE OCEAN BEACH ABOUT 2 MILES NNW OF WILLAPA BAY
 SD0489'LIGHTHOUSE.  IT IS ABOUT 500 METERS FROM THE MEAN HIGH-WATER LINE
 SD0489'AND IS 115 METERS S OF A GRAVEL ROAD LEADING TO THE BEACH AT THIS
 SD0489'POINT, AND IS 246 METERS E BY S OF A TALL TRIPOD HYDROGRAPHIC SIGNAL,
 SD0489'(MARKED STING 1939 TOPOGRAPHY, BUT IS IN APPROXIMATE POSITION OF
 SD0489'BEA).  IN 1939 AN OLD DIFFERENTIAL HOUSING WAS SET ON END IN SAND,
 SD0489'LARGE END BURIED, BY THE STATION MARK PROJECTING ABOUT 2 FEET.
 SD0489'
 SD0489'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN THE TOP OF A
 SD0489'6-INCH SQUARE CEMENT BLOCK 2-1/2 FEET DEEP.  THE TOP OF BLOCK IS
 SD0489'NOW ABOUT 2 INCHES BELOW SURFACE OF SAND.
 SD0489'
 SD0489'NO REFERENCE MARKS WERE SET IN 1922 OR 1939, AS IT WAS NOT INCLUDED
 SD0489'IN 1939 TRIANGULATION.
 SD0489'
 SD0489'NOTE--FIVE FEET OF 3/4-INCH GALVANIZED-IRON PIPE EXTENDS FROM JUST
 SD0489'BELOW THE DISK MARK THROUGH THE CONCRETE BLOCK DEEP INTO THE SAND
 SD0489'RIDGE.
 SD0489
 SD0489                          STATION RECOVERY (1952)
 SD0489
 SD0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SD0489'STATION WAS RECOVERED IN GOOD CONDITION.  THE DISK, WHICH WAS
 SD0489'UNSTAMPED, WAS STAMPED BY THIS PARTY.  TWO REFERENCE MARKS WERE
 SD0489'SET BY THIS PARTY.
 SD0489'
 SD0489'THE STATION IS LOCATED ABOUT 4-1/2 MILES S OF GRAYLAND, ABOUT 1-1/2
 SD0489'MILES N OF WILLAPA BAY LIGHT, ABOUT 0.4 MILE W OF STATE HIGHWAY 13A,
 SD0489'ABOUT 600 METERS E OF THE OCEAN BEACH, 245 METERS E OF A LARGE
 SD0489'WHITE TRIPOD STING (U.S.E.), 108 METERS S OF THE CENTER LINE OF A
 SD0489'ROAD LEADING W FROM THE HIGHWAY TO THE BEACH, IN THE GRASS-COVERED
 SD0489'DUNE AND MARSH AREA BETWEEN THE BEACH AND THE TREE LINE, ON A LOW
 SD0489'N-S SAND DUNE, ABOUT 10 FEET E OF THE HIGHEST PART OF THE DUNE, 3
 SD0489'FEET N OF AN 8- BY 8-INCH CEDAR POST WHICH IS 4 FEET HIGH WITH A
 SD0489'BEVELED TOP AND A COPPER PLATE ON THE N SIDE STAMPED BEACH NO 2 OUT
 SD0489'3 FT. AND 3 FEET S OF ANOTHER POST.  IT IS A STANDARD DISK, STAMPED
 SD0489'BEACH 2 1922 AND SET IN THE TOP OF A SQUARE CONCRETE POST ABOUT 2
 SD0489'INCHES BELOW THE SURFACE OF THE LOOSE SAND ON THE SLOPE OF THE
 SD0489'DUNE.  THE ELEVATION OF THE MARK IS 19.5 FEET ABOVE MEAN SEA
 SD0489'LEVEL.
 SD0489'
 SD0489'REFERENCE MARK 1 IS SW OF THE STATION, IN THE LOW FLAT AREA
 SD0489'BETWEEN THE DUNES, AND 3.6 FEET LOWER THAN THE STATION.  IT IS A
 SD0489'STANDARD DISK, STAMPED BEACH 2 1922 NO 1 AND SET IN THE TOP OF A
 SD0489'CONCRETE-FILLED CONCRETE PIPE WHICH PROJECTS 8 INCHES.
 SD0489'
 SD0489'REFERENCE MARK 2 IS W-NW OF THE STATION, IN THE LOW FLAT AREA
 SD0489'BETWEEN THE DUNES, AND 3.8 FEET LOWER THAN THE STATION.  IT IS A
 SD0489'STANDARD DISK, STAMPED BEACH 2 1922 NO 2 AND SET IN THE TOP OF A
 SD0489'CONCRETE-FILLED CONCRETE PIPE WHICH PROJECTS 8 INCHES.
 SD0489'
 SD0489'THERE IS NO EVIDENCE OF A BOARDWALK IN THE VICINITY OF THE STATION.
 SD0489'
 SD0489'A FEW POSTS OF THE N-S FENCE MENTIONED IN THE 1924 DESCRIPTION ARE
 SD0489'STILL VISIBLE.  THE LINE OF THESE POSTS IS ABOUT 1 METER W OF THE
 SD0489'STATION.
 SD0489'
 SD0489'THE DIFFERENTIAL HOUSING, MENTIONED IN THE 1939 DESCRIPTION, WAS
 SD0489'NOT SEARCHED FOR AND WAS NOT BEEN.
 SD0489
 SD0489                          STATION RECOVERY (1954)
 SD0489
 SD0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAG)
 SD0489'STATION RECOVERED - NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED
 SD0489'ABOUT 1.9 MILES NORTH NORTHWEST OF THE WILLAPA BAY LIGHTHOUSE, 0.4
 SD0489'MILE WEST OF THE INTERSECTION OF THE BEACH ROAD AND WASHINGTON STATE
 SD0489'HIGHWAY 13A AT THE CENTER OF THE VILLAGE OF NORTH COVE.  IT IS ABOUT
 SD0489'550 METERS EAST OF THE HIGHWATER LINE OF THE PACIFIC OCEAN AND 115
 SD0489'METERS SOUTH OF THE NORTH COVE-BEACH ROAD.
 SD0489'
 SD0489'THE STATION IS ON THE MOST EASTERLY OF SAND RIDGES PARALELLING THE
 SD0489'COAST AND NEXT TO THE TREE LINE THAT MEETS THE BEACH IN THIS
 SD0489'VICINITY.
 SD0489'
 SD0489'U.S. ENGINEERS HYDROGRAPHIC SIGNAL STING IS 246 METERS WEST BY NORTH
 SD0489'OF THE STATION.
 SD0489'
 SD0489'TO REACH FROM GRAYLAND, WASHINGTON GO SOUTH FROM THE SOUTH CITY
 SD0489'LIMITS (GRAYS HARBOR - PACIFIC COUNTY LINE) ON STATE HIGHWAY 13A
 SD0489'FOR 3.5 MILES TO NORTH COVE, TURN RIGHT ONTO ROAD TO BEACH AND GO 0.4
 SD0489'MILE.  STATION IS 115 METERS SOUTH OF ROAD AT THIS POINT.
 SD0489'
 SD0489'STATION MARK IS A STANDARD BRONZE DISK SET IN A 6 IN X 6 IN X 30 IN
 SD0489'CONCRETE BLOCK AND STAMPED BEACH 2 1922.  IT IS FLUSH WITH SURFACE
 SD0489'OF GROUND.  THERE IS A 8 IN X 8 IN WITNESS POST PROJECTING 3 FEET
 SD0489'ABOVE THE GROUND AND ABOUT 3 FEET SOUTH OF STATION.
 SD0489
 SD0489                          STATION RECOVERY (1969)
 SD0489
 SD0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBW)
 SD0489'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SD0489'
 SD0489'THE REFERENCE MARKS WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0524 ***********************************************************************
 SD0524  DESIGNATION -  BEACH 2 BENCH 1921
 SD0524  PID         -  SD0524
 SD0524  STATE/COUNTY-  WA/PACIFIC
 SD0524  USGS QUAD   -  OYSTERVILLE (1994)
 SD0524
 SD0524                         *CURRENT SURVEY CONTROL
 SD0524  ___________________________________________________________________
 SD0524* NAD 83(1991)-  46 35 23.37708(N)    124 03 56.49673(W)     ADJUSTED  
 SD0524* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SD0524  ___________________________________________________________________
 SD0524  LAPLACE CORR-          15.30  (seconds)                    DEFLEC99
 SD0524  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 SD0524
 SD0524  HORZ ORDER  -  THIRD
 SD0524
 SD0524.The horizontal coordinates were established by classical geodetic methods
 SD0524.and adjusted by the National Geodetic Survey in December 1991..
 SD0524
 SD0524.The orthometric height was scaled from a topographic map.
 SD0524
 SD0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0524
 SD0524.The geoid height was determined by GEOID03.
 SD0524
 SD0524;                    North         East     Units Scale Factor Converg.
 SD0524;SPC WA S     -   145,833.936   226,855.604   MT  0.99991460   -2 35 24.4
 SD0524;SPC WA S     -   478,456.84    744,275.43   sFT  0.99991460   -2 35 24.4
 SD0524;UTM  10      - 5,160,136.281   418,362.344   MT  0.99968192   -0 46 27.2
 SD0524
 SD0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0524!SPC WA S     -   1.00000365  x   0.99991460  =   0.99991825
 SD0524!UTM  10      -   1.00000365  x   0.99968192  =   0.99968557
 SD0524
 SD0524:                Primary Azimuth Mark                     Grid Az
 SD0524:SPC WA S     -  SAND                                     173 23 51.7
 SD0524:UTM  10      -  SAND                                     171 34 54.5
 SD0524
 SD0524|---------------------------------------------------------------------|
 SD0524| PID    Reference Object                     Distance      Geod. Az  |
 SD0524|                                                           dddmmss.s |
 SD0524| SD0527 SAND                                APPROX. 1.6 KM 1704827.3 |
 SD0524|---------------------------------------------------------------------|
 SD0524
 SD0524                          SUPERSEDED SURVEY CONTROL
 SD0524
 SD0524  NAD 83(1991)-  46 35 23.37607(N)    124 03 56.49596(W) AD(       ) 3
 SD0524  NAD 83(1986)-  46 35 23.37565(N)    124 03 56.48011(W) AD(       ) 3
 SD0524  NAD 27      -  46 35 24.02715(N)    124 03 51.88999(W) AD(       ) 3
 SD0524
 SD0524.Superseded values are not recommended for survey control.
 SD0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0524.See file dsdata.txt to determine how the superseded data were derived.
 SD0524
 SD0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1836260136(NAD 83)
 SD0524
 SD0524  HISTORY     - Date     Condition        Report By
 SD0524  HISTORY     - 1921     MONUMENTED       CGS
 SD0524  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SD0524  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SD0524
 SD0524                          STATION DESCRIPTION
 SD0524
 SD0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (HCW)
 SD0524'THIS STATION IS IN THE APPROXIMATE LOCATION OF THE OLD STATION BEACH
 SD0524'1871.  THE OLD STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.
 SD0524'
 SD0524'THE MARK IS ON THE EXTREME HIGH-WATER MARK OF THE OCEAN, ABOUT 1-1/2
 SD0524'MILES S OF THE POINT OF TIMBER.
 SD0524'
 SD0524'STATION IS MARKED BY A ONE PINT BEER BOTTLE BURIED 4 FEET BELOW
 SD0524'THE SURFACE OF THE GROUND, AND A 3/4-INCH GALVANIZED-IRON PIPE 4
 SD0524'FEET LONG PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 SD0524'
 SD0524'THERE ARE NO REFERENCE MARKS AND THE STATION CANNOT BE CONSIDERED
 SD0524'PERMANENT ON ACCOUNT OF THE CONTINUOUS SHIFTING OF THE SANDS.
 SD0524'
 SD0524'THIS IS A TRAVERSE STATION.
 SD0524
 SD0524                          STATION RECOVERY (1926)
 SD0524
 SD0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (JMS)
 SD0524'STATION RECOVERED AND FOUND AS DESCRIBED.  THE ORIGINAL STAND,
 SD0524'ERECTED AS SUPPORT FOR LIGHT WAS STILL IN PLACE.
 SD0524'
 SD0524'NOTE--NAME OF THIS STATION CHANGED TO BENCH, DUE TO ANOTHER
 SD0524'STATION N OF WILLAPA BAY (IN THE SAME COUNTY AS THIS STATION)
 SD0524'BEARING THIS NAME AND NUMBER.
 SD0524
 SD0524                          STATION RECOVERY (1953)
 SD0524
 SD0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SD0524'NOT RECOVERED.  THE STATION WAS NOT RECOVERED ALTHOUGH A DILIGENT
 SD0524'SEARCH WAS MADE.  STATION WAS PROBABLY DESTROYED BY SHIFTING DUNES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1449 ***********************************************************************
 SC1449  DESIGNATION -  BEACH 2 USE 1912
 SC1449  PID         -  SC1449
 SC1449  STATE/COUNTY-  WA/COWLITZ
 SC1449  USGS QUAD   -  RAINIER (1990)
 SC1449
 SC1449                         *CURRENT SURVEY CONTROL
 SC1449  ___________________________________________________________________
 SC1449* NAD 83(1991)-  46 06 37.66362(N)    122 57 37.88049(W)     ADJUSTED  
 SC1449* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SC1449  ___________________________________________________________________
 SC1449  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 SC1449  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 SC1449
 SC1449  HORZ ORDER  -  THIRD
 SC1449
 SC1449.The horizontal coordinates were established by classical geodetic methods
 SC1449.and adjusted by the National Geodetic Survey in December 1991..
 SC1449
 SC1449.The orthometric height was scaled from a topographic map.
 SC1449
 SC1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1449
 SC1449.The geoid height was determined by GEOID03.
 SC1449
 SC1449;                    North         East     Units Scale Factor Converg.
 SC1449;SPC WA S     -    89,344.183   309,820.069   MT  0.99994870   -1 47 14.3
 SC1449;SPC WA S     -   293,123.37  1,016,468.01   sFT  0.99994870   -1 47 14.3
 SC1449;SPC OR N     -   274,469.521 2,309,803.167   MT  1.00002997   -1 44 41.9
 SC1449;SPC OR N     -   900,490.55  7,578,094.38   iFT  1.00002997   -1 44 41.9
 SC1449;UTM  10      - 5,106,321.467   503,050.756   MT  0.99960011   +0 01 42.4
 SC1449
 SC1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1449!SPC WA S     -   1.00000228  x   0.99994870  =   0.99995098
 SC1449!SPC OR N     -   1.00000228  x   1.00002997  =   1.00003225
 SC1449!UTM  10      -   1.00000228  x   0.99960011  =   0.99960238
 SC1449
 SC1449:                Primary Azimuth Mark                     Grid Az
 SC1449:SPC WA S     -  SLAUGHTER 2                              319 36 58.8
 SC1449:SPC OR N     -  SLAUGHTER 2                              319 34 26.4
 SC1449:UTM  10      -  SLAUGHTER 2                              317 48 02.1
 SC1449
 SC1449|---------------------------------------------------------------------|
 SC1449| PID    Reference Object                     Distance      Geod. Az  |
 SC1449|                                                           dddmmss.s |
 SC1449| SC1457 SLAUGHTER 2                         APPROX. 1.1 KM 3174944.5 |
 SC1449|---------------------------------------------------------------------|
 SC1449
 SC1449                          SUPERSEDED SURVEY CONTROL
 SC1449
 SC1449  NAD 83(1991)-  46 06 37.66362(N)    122 57 37.88049(W) AD(       ) 3
 SC1449  NAD 83(1986)-  46 06 37.67998(N)    122 57 37.87754(W) AD(       ) 3
 SC1449  NAD 27      -  46 06 38.27152(N)    122 57 33.47350(W) AD(       ) 3
 SC1449
 SC1449.Superseded values are not recommended for survey control.
 SC1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1449.See file dsdata.txt to determine how the superseded data were derived.
 SC1449
 SC1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0305106321(NAD 83)
 SC1449
 SC1449  HISTORY     - Date     Condition        Report By
 SC1449  HISTORY     - 1913     MONUMENTED       USE
 SC1449  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1449  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SC1449
 SC1449                          STATION DESCRIPTION
 SC1449
 SC1449'DESCRIBED BY US ENGINEERS 1913
 SC1449'THE STATION IS 7 METERS OUTSIDE THE HIGH-WATER LINE AND IS MARKED
 SC1449'BY AN IRON PIPE 3 FEET LONG SET IN A PIER OF CONCRETE WHICH IS
 SC1449'ABOUT 1 FOOT SQUARE AT THE SURFACE OF THE GROUND, AND APPROXIMATELY
 SC1449'8 INCHES DEEP.  THE PIPE PROJECTS FROM 4 TO 8 INCHES ABOVE THE
 SC1449'CEMENT.  THE TOP OF THE PIER BEARS THE INSCRIPTION U.S.E. AND
 SC1449'THE NAME OR AN ABBREVIATION OF THE NAME OF THE STATION.  THERE
 SC1449'IS NO UNDERGROUND MARK.
 SC1449'
 SC1449'REPORTED LOST BY U.S.E., R.W.K., 1936.
 SC1449
 SC1449                          STATION RECOVERY (1949)
 SC1449
 SC1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1449'A THOROUGH SEARCH REVEALED NO TRACE OF THE STATION.  A RAILROAD
 SC1449'SPUR HAS BEEN BUILT THROUGH THE AREA IT FORMERLY OCCUPIED AND IT
 SC1449'IS BELIEVED THAT THE STATION HAS BEEN DESTROYED.
 SC1449
 SC1449                          STATION RECOVERY (1961)
 SC1449
 SC1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SC1449'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IN RECENT YEARS
 SC1449'THERE HAS BEEN CONSIDERABLE CONSTRUCTION IN THIS AREA.  STATION
 SC1449'SHOULD BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1557 ***********************************************************************
 TR1557  DESIGNATION -  BEACH USE 1941
 TR1557  PID         -  TR1557
 TR1557  STATE/COUNTY-  WA/JEFFERSON
 TR1557  USGS QUAD   -  NORDLAND (1973)
 TR1557
 TR1557                         *CURRENT SURVEY CONTROL
 TR1557  ___________________________________________________________________
 TR1557* NAD 83(1991)-  48 01 46.99466(N)    122 43 52.52159(W)     ADJUSTED  
 TR1557* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 TR1557  ___________________________________________________________________
 TR1557  LAPLACE CORR-          -9.85  (seconds)                    DEFLEC99
 TR1557  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 TR1557
 TR1557  HORZ ORDER  -  SECOND
 TR1557
 TR1557.The horizontal coordinates were established by classical geodetic methods
 TR1557.and adjusted by the National Geodetic Survey in December 1991..
 TR1557
 TR1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1557
 TR1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1557
 TR1557.The geoid height was determined by GEOID03.
 TR1557
 TR1557;                    North         East     Units Scale Factor Converg.
 TR1557;SPC WA N     -   116,231.763   358,470.574   MT  0.99994343   -1 24 47.0
 TR1557;SPC WA N     -   381,337.04  1,176,082.21   sFT  0.99994343   -1 24 47.0
 TR1557;UTM  10      - 5,319,638.505   520,035.569   MT  0.99960493   +0 11 59.3
 TR1557
 TR1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1557!SPC WA N     -   1.00000287  x   0.99994343  =   0.99994630
 TR1557!UTM  10      -   1.00000287  x   0.99960493  =   0.99960780
 TR1557
 TR1557                          SUPERSEDED SURVEY CONTROL
 TR1557
 TR1557  NAD 83(1986)-  48 01 46.99387(N)    122 43 52.52686(W) AD(       ) 2
 TR1557  NAD 27      -  48 01 47.67100(N)    122 43 47.93200(W) AD(       ) 2
 TR1557  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 TR1557
 TR1557.Superseded values are not recommended for survey control.
 TR1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1557.See file dsdata.txt to determine how the superseded data were derived.
 TR1557
 TR1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2003619639(NAD 83)
 TR1557
 TR1557  HISTORY     - Date     Condition        Report By
 TR1557  HISTORY     - 1941     MONUMENTED       USE
 TR1557  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1557
 TR1557                          STATION DESCRIPTION
 TR1557
 TR1557'DESCRIBED BY US ENGINEERS 1941 (RRM)
 TR1557'THIS IS A U.S.E. MARK, NAME UNKNOWN.  THIS PARTY ASSIGNED THE NAME
 TR1557'BEACH (U.S.E.) 1941.
 TR1557'
 TR1557'LOCATED ON W SHORE OF PORTAGE CANAL ABOUT 500 METERS SE OF
 TR1557'NORDLAND FERRY LANDING, AND ABOUT 0.4 MILE NW OF S ENTRANCE OF
 TR1557'THE CANAL.  STATION IS ON THE HIGH HIGH-WATER LINE.
 TR1557'
 TR1557'MARKED WITH A FRUSTUM SHAPED CONCRETE MONUMENT, 7 BY 7 INCHES AT
 TR1557'THE TOP, AND 10 BY 10 INCHES AT THE BOTTOM, PROJECTS 8 INCHES ABOVE
 TR1557'SURFACE, AND A 3/4-INCH PIPE MARKS THE CENTER.
 TR1557'
 TR1557'STATION YOUNG IS ON TOP OF A 12-FOOT BANK, DISTANT 13.893 METERS,
 TR1557'IN AZIMUTH 338 DEG 05 MIN 46 SEC, AND IS ESE OF THE
 TR1557'STATION.  STATION BEACH (U.S.E.) WAS LOCATED BY TRAVERSE FROM
 TR1557'STATION YOUNG.
 TR1557
 TR1557                          STATION RECOVERY (1962)
 TR1557
 TR1557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1557'THE STATION WAS NOT RECOVERED.  THE BLUFF HAS SLOUGHED AND THE MARK
 TR1557'MAY BE BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5294 ***********************************************************************
 SY5294  DESIGNATION -  BEACON
 SY5294  PID         -  SY5294
 SY5294  STATE/COUNTY-  WA/KITSAP
 SY5294  USGS QUAD   -  BREMERTON EAST (1981)
 SY5294
 SY5294                         *CURRENT SURVEY CONTROL
 SY5294  ___________________________________________________________________
 SY5294* NAD 83(1991)-  47 34 39.99376(N)    122 31 53.77134(W)     ADJUSTED  
 SY5294* NAVD 88     -                                                        
 SY5294  ___________________________________________________________________
 SY5294  LAPLACE CORR-         -11.44  (seconds)                    DEFLEC99
 SY5294  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SY5294
 SY5294  HORZ ORDER  -  THIRD
 SY5294
 SY5294.The horizontal coordinates were established by classical geodetic methods
 SY5294.and adjusted by the National Geodetic Survey in December 1991..
 SY5294
 SY5294
 SY5294.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5294
 SY5294.The geoid height was determined by GEOID03.
 SY5294
 SY5294;                    North         East     Units Scale Factor Converg.
 SY5294;SPC WA N     -    65,648.000   372,247.488   MT  0.99998640   -1 15 51.8
 SY5294;SPC WA N     -   215,380.15  1,221,281.97   sFT  0.99998640   -1 15 51.8
 SY5294;UTM  10      - 5,269,479.806   535,224.408   MT  0.99961525   +0 20 44.8
 SY5294
 SY5294                          SUPERSEDED SURVEY CONTROL
 SY5294
 SY5294  NAD 83(1986)-  47 34 39.98759(N)    122 31 53.77691(W) AD(       ) 4
 SY5294  NAD 27      -  47 34 40.63800(N)    122 31 49.29800(W) AD(       ) 3
 SY5294
 SY5294.Superseded values are not recommended for survey control.
 SY5294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5294.See file dsdata.txt to determine how the superseded data were derived.
 SY5294
 SY5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3522469480(NAD 83)
 SY5294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5294+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2003
 SY5294
 SY5294  HISTORY     - Date     Condition        Report By
 SY5294  HISTORY     - 1915     MONUMENTED       CGS
 SY5294  HISTORY     - 20030320 GOOD             USPSQD
 SY5294
 SY5294                          STATION DESCRIPTION
 SY5294
 SY5294'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CGQ)
 SY5294'IRON FRAME WORK ON TOP OF A STONE BEACON MARKING ORCHARD REEF.  DO
 SY5294'NOT USE FOR ADVANCING TRIANGULATION, INSTEAD, USE ORCHARD,
 SY5294'SOUTHWEST BAINBRIDGE, COTTAGE 2, OR NEW, WHICH ARE EASILY
 SY5294'RECOVERABLE.
 SY5294
 SY5294                          STATION RECOVERY (2003)
 SY5294
 SY5294'RECOVERY NOTE BY US POWER SQUADRON 2003 (BU)
 SY5294'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1722 ***********************************************************************
 RZ1722  DESIGNATION -  BEACON 27
 RZ1722  PID         -  RZ1722
 RZ1722  STATE/COUNTY-  WA/COLUMBIA
 RZ1722  USGS QUAD   -  DELANEY (1981)
 RZ1722
 RZ1722                         *CURRENT SURVEY CONTROL
 RZ1722  ___________________________________________________________________
 RZ1722* NAD 83(1991)-  46 32 48.84836(N)    117 59 05.27173(W)     ADJUSTED  
 RZ1722* NAVD 88     -       576.3    (meters)    1891.     (feet)  VERTCON   
 RZ1722  ___________________________________________________________________
 RZ1722  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 RZ1722  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 RZ1722
 RZ1722  HORZ ORDER  -  SECOND
 RZ1722
 RZ1722.The horizontal coordinates were established by classical geodetic methods
 RZ1722.and adjusted by the National Geodetic Survey in December 1991..
 RZ1722
 RZ1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1722
 RZ1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1722
 RZ1722.The geoid height was determined by GEOID03.
 RZ1722
 RZ1722;                    North         East     Units Scale Factor Converg.
 RZ1722;SPC WA S     -   137,962.988   692,858.246   MT  0.99991482   +1 49 37.3
 RZ1722;SPC WA S     -   452,633.57  2,273,152.43   sFT  0.99991482   +1 49 37.3
 RZ1722;UTM  11      - 5,155,286.056   424,499.811   MT  0.99967007   -0 42 53.8
 RZ1722
 RZ1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1722!SPC WA S     -   0.99991287  x   0.99991482  =   0.99982770
 RZ1722!UTM  11      -   0.99991287  x   0.99967007  =   0.99958297
 RZ1722
 RZ1722:                Primary Azimuth Mark                     Grid Az
 RZ1722:SPC WA S     -  NEW YORK                                 066 09 16.6
 RZ1722:UTM  11      -  NEW YORK                                 068 41 47.7
 RZ1722
 RZ1722|---------------------------------------------------------------------|
 RZ1722| PID    Reference Object                     Distance      Geod. Az  |
 RZ1722|                                                           dddmmss.s |
 RZ1722| RZ1715 NEW YORK                            APPROX.11.9 KM 0675853.9 |
 RZ1722| CF4441 BEACON 27 RM 1                        4.336 METERS 07641     |
 RZ1722| RZ1721 SPOKANE PENDLETON AWY BCN 27          3.635 METERS 14433     |
 RZ1722| CF4442 BEACON 27 RM 2                        4.650 METERS 14810     |
 RZ1722| CF4440 BEACON 27 AZ MK                                    3304422.3 |
 RZ1722|---------------------------------------------------------------------|
 RZ1722
 RZ1722                          SUPERSEDED SURVEY CONTROL
 RZ1722
 RZ1722  NAD 83(1991)-  46 32 48.85589(N)    117 59 05.26451(W) AD(       ) 2
 RZ1722  NAD 83(1986)-  46 32 48.85705(N)    117 59 05.26487(W) AD(       ) 2
 RZ1722  NAD 27      -  46 32 49.33300(N)    117 59 01.46400(W) AD(       ) 2
 RZ1722  NGVD 29 (07/19/86)  575.3    (m)         1887.     (f) VERT ANG       
 RZ1722
 RZ1722.Superseded values are not recommended for survey control.
 RZ1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1722.See file dsdata.txt to determine how the superseded data were derived.
 RZ1722
 RZ1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM2450055286(NAD 83)
 RZ1722_MARKER: DS = TRIANGULATION STATION DISK
 RZ1722_SETTING: 0 = UNSPECIFIED SETTING
 RZ1722
 RZ1722  HISTORY     - Date     Condition        Report By
 RZ1722  HISTORY     - 1946     MONUMENTED       CGS
 RZ1722  HISTORY     - 1947     GOOD             USGS
 RZ1722  HISTORY     - 1969     MARK NOT FOUND   CGS
 RZ1722
 RZ1722                          STATION DESCRIPTION
 RZ1722
 RZ1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RZ1722'STATION IS LOCATED ON A HIGH ROUND-TOP RIDGE, ABOUT 16 MILES (AIR
 RZ1722'LINE) N OF DAYTON, ABOUT 8 MILES (AIR LINE) ENE OF STARBUCK, AND
 RZ1722'ABOUT 3 MILES (AIR LINE) S OF THE SNAKE RIVER.  IT IS SITUATED
 RZ1722'22.15 FEET NE OF THE NE CORNER OF POWER-PLANT BUILDING, 5.94 FEET
 RZ1722'NW OF THE NE CORNER OF BEACON TOWER LEG, AND 11.926 FEET N OF
 RZ1722'THE CENTER POINT OF THE CONCRETE BEACON BASE.
 RZ1722'
 RZ1722'STATION AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN
 RZ1722'CONCRETE.  SURFACE MARK IS STAMPED BEACON 27 1946 AND PROJECTS
 RZ1722'ABOUT 4 INCHES.
 RZ1722'
 RZ1722'TO REACH THE STATION FROM THE COLUMBIA COUNTY COURTHOUSE IN
 RZ1722'DAYTON, GO N ON U.S. HIGHWAY 410 FOR 15.1 MILES TO A T-ROAD LEFT
 RZ1722'AND SIGNS LYONS FERRY AND POLOUSE FALLS, TURN LEFT AS PER SIGNS,
 RZ1722'CROSS RAILWAY TRACKS AND GO W 0.2 MILE TO A DIRT ROAD RIGHT, TURN
 RZ1722'RIGHT ON DIRT ROAD FOR 100 YARDS, THENCE TAKE LEFT FORK UP RIDGE
 RZ1722'FOR 3.3 MILES TO THE SUMMIT, AIRWAY BEACON, AND THE STATION ON
 RZ1722'THE RIGHT.
 RZ1722'
 RZ1722'REFERENCE MARK 1 IS ENE OF THE STATION AND 14.22 FEET E OF THE
 RZ1722'NE CORNER BEACON TOWER LEG.  THE DISK IS STAMPED BEACON 27 NO 1
 RZ1722'1946 AND PROJECTS 4 INCHES.  IT IS A BRONZE REFERENCE DISK SET IN
 RZ1722'CONCRETE.
 RZ1722'
 RZ1722'REFERENCE MARK 2 IS SET FLUSH IN THE CENTER OF THE SW QUARTER
 RZ1722'SECTION OF THE CONCRETE BEACON BASE.  THE DISK IS STAMPED BEACON
 RZ1722'27 NO 2 1946.
 RZ1722'
 RZ1722'AZIMUTH MARK IS SET IN FENCE LINE, 0.15 MILE NNW OF THE STATION,
 RZ1722'AND 10 FEET E OF THE CENTER OF DIRT ROAD.  IT IS A BRONZE AZIMUTH
 RZ1722'DISK SET IN CONCRETE.  THE DISK IS STAMPED BEACON 27 1946 AND
 RZ1722'PROJECTS ABOUT 3 INCHES.
 RZ1722
 RZ1722                          STATION RECOVERY (1947)
 RZ1722
 RZ1722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 RZ1722'RECOVERED IN GOOD CONDITION.
 RZ1722
 RZ1722                          STATION RECOVERY (1969)
 RZ1722
 RZ1722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RZ1722'NOTHING WAS FOUND OF THE STATION MARKS OR REFERENCE MARKS.  THE
 RZ1722'AREA IS IN CULTIVATION.  THE RANCH FOREMAN SAYS HE HAS NOT SEEN
 RZ1722'THE MARKS SINCE THE AIRWAY BEACON WAS REMOVED YEARS AGO, AND
 RZ1722'ASSUMES THEY WERE DESTROYED WHEN THE CONCRETE FOOTINGS FOR THE
 RZ1722'BEACON WERE DUG OUT.  THE AZIMUTH MARK WAS FOUND AND THE DISK
 RZ1722'REMOVED FROM THE CONCRETE POST.
 RZ1722'
 RZ1722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ1722'8 MILES EAST OF STARBUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1724 ***********************************************************************
 RZ1724  DESIGNATION -  BEACON 28
 RZ1724  PID         -  RZ1724
 RZ1724  STATE/COUNTY-  WA/WHITMAN
 RZ1724  USGS QUAD   -  HAY (1981)
 RZ1724
 RZ1724                         *CURRENT SURVEY CONTROL
 RZ1724  ___________________________________________________________________
 RZ1724* NAD 83(1991)-  46 42 49.12044(N)    117 56 06.16085(W)     ADJUSTED  
 RZ1724* NAVD 88     -       574.3    (meters)    1884.     (feet)  VERTCON   
 RZ1724  ___________________________________________________________________
 RZ1724  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 RZ1724  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 RZ1724
 RZ1724  HORZ ORDER  -  SECOND
 RZ1724
 RZ1724.The horizontal coordinates were established by classical geodetic methods
 RZ1724.and adjusted by the National Geodetic Survey in December 1991..
 RZ1724
 RZ1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1724
 RZ1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1724
 RZ1724.The geoid height was determined by GEOID03.
 RZ1724
 RZ1724;                    North         East     Units Scale Factor Converg.
 RZ1724;SPC WA S     -   156,610.143   696,069.233   MT  0.99991711   +1 51 47.4
 RZ1724;SPC WA S     -   513,811.78  2,283,687.14   sFT  0.99991711   +1 51 47.4
 RZ1724;UTM  11      - 5,173,767.782   428,533.967   MT  0.99966278   -0 40 50.5
 RZ1724
 RZ1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1724!SPC WA S     -   0.99991315  x   0.99991711  =   0.99983027
 RZ1724!UTM  11      -   0.99991315  x   0.99966278  =   0.99957596
 RZ1724
 RZ1724:                Primary Azimuth Mark                     Grid Az
 RZ1724:SPC WA S     -  SPOKANE PENDLETON AWY BCN 28 B           003 36 07.0
 RZ1724:UTM  11      -  SPOKANE PENDLETON AWY BCN 28 B           006 08 44.9
 RZ1724
 RZ1724|---------------------------------------------------------------------|
 RZ1724| PID    Reference Object                     Distance      Geod. Az  |
 RZ1724|                                                           dddmmss.s |
 RZ1724| RZ1734 SPOKANE PENDLETON AWY BCN 28 B      APPROX. 9.0 KM 0052754.4 |
 RZ1724| CF4443 BEACON 28 AZ MK                                    0085701.9 |
 RZ1724| RZ1728 PORTLAND SPOKANE AWY BCN 29         APPROX.27.0 KM 0215329.3 |
 RZ1724| CF4444 BEACON 28 RM 1                        8.669 METERS 05439     |
 RZ1724| RZ1709 CROM                                APPROX.17.9 KM 0814703.3 |
 RZ1724| SA1866 MCGREGOR                            APPROX.14.1 KM 2431524.5 |
 RZ1724| CF4445 BEACON 28 RM 2                        7.746 METERS 30343     |
 RZ1724| RZ1725 SPOKANE PENDLETON AWY BCN 28          8.913 METERS 30531     |
 RZ1724|---------------------------------------------------------------------|
 RZ1724
 RZ1724                          SUPERSEDED SURVEY CONTROL
 RZ1724
 RZ1724  NAD 83(1991)-  46 42 49.11324(N)    117 56 06.14807(W) AD(       ) 2
 RZ1724  NAD 83(1986)-  46 42 49.12843(N)    117 56 06.15484(W) AD(       ) 2
 RZ1724  NAD 27      -  46 42 49.57200(N)    117 56 02.36200(W) AD(       ) 2
 RZ1724  NGVD 29 (07/19/86)  573.3    (m)         1881.     (f) VERT ANG       
 RZ1724
 RZ1724.Superseded values are not recommended for survey control.
 RZ1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1724.See file dsdata.txt to determine how the superseded data were derived.
 RZ1724
 RZ1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM2853473768(NAD 83)
 RZ1724_MARKER: DS = TRIANGULATION STATION DISK
 RZ1724_SETTING: 0 = UNSPECIFIED SETTING
 RZ1724
 RZ1724  HISTORY     - Date     Condition        Report By
 RZ1724  HISTORY     - 1946     MONUMENTED       CGS
 RZ1724  HISTORY     - 1947     GOOD             USGS
 RZ1724  HISTORY     - 1949     GOOD             CGS
 RZ1724  HISTORY     - 1949     GOOD             USGS
 RZ1724  HISTORY     - 1980     GOOD             LOCENG
 RZ1724
 RZ1724                          STATION DESCRIPTION
 RZ1724
 RZ1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RZ1724'STATION IS LOCATED ABOUT 23 MILES ESE OF WASHTUCNA, ABOUT 10
 RZ1724'MILES S OF LACROSSE, AND ABOUT 3 MILES N OF HAY, ON THE HIGHEST
 RZ1724'HILL IN THE IMMEDIATE VICINITY.  IT IS SITUATED 32.6 FEET N OF
 RZ1724'A FENCE LINE, 119.3 FEET E OF A POWER-LINE POLE, APPROXIMATELY
 RZ1724'130 FEET S OF ROAD, AND APPROXIMATELY 50 FEET ABOVE IT.
 RZ1724'
 RZ1724'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 RZ1724'CONCRETE.  SURFACE MARK IS STAMPED BEACON 28 1946 AND PROJECTS
 RZ1724'4 INCHES.
 RZ1724'
 RZ1724'REFERENCE MARK 1 IS NNE OF THE STATION AND 50.8 FEET N OF A
 RZ1724'FENCE LINE.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE.  THE
 RZ1724'DISK IS STAMPED BEACON 28 NO 1 1946 AND PROJECTS 5 INCHES.
 RZ1724'
 RZ1724'REFERENCE MARK 2 IS NW OF THE STATION.  IT IS SET FLUSH IN A
 RZ1724'DRILL HOLE IN THE SE CORNER OF THE CONCRETE BASE OF AIRWAY BEACON
 RZ1724'28.  THE DISK IS STAMPED BEACON 28 NO 2 1946.
 RZ1724'
 RZ1724'AZIMUTH MARK IS 0.15 MILE (AIR LINE) N OF THE STATION, 3 FEET
 RZ1724'SW OF A FENCE CORNER, AND APPROXIMATELY 285 FEET NNE OF A GATE
 RZ1724'AND THE ROAD.  IT IS A BRONZE AZIMUTH DISK SET IN CONCRETE.
 RZ1724'
 RZ1724'TO REACH THE STATION FROM THE WEST GROCERY STORE OPPOSITE
 RZ1724'THE POST OFFICE IN HAY, TAKE THE DIRT ROAD JUST E OF THE GROCERY
 RZ1724'STORE AND GO 0.2 MILE N AND E TO A RAILROAD CROSSING, CROSS THE
 RZ1724'TRACKS AND FOLLOW MAIN ROAD FOR 1.9 MILES TO A ROAD FORKS AND A
 RZ1724'GATE ON THE RIGHT, KEEP LEFT AND GO 1.1 MILES TO A WIRE GATE ON
 RZ1724'THE LEFT, PASS THROUGH GATE AND FOLLOW A TRACK ROAD UP A STEEP
 RZ1724'GRADE FOR 0.1 MILE TO THE AIRWAY BEACON AND THE STATION AS
 RZ1724'DESCRIBED.  AZIMUTH MARK IS APPROXIMATELY 100 YARDS NE FROM
 RZ1724'THE ABOVE MENTIONED WIRE GATE.
 RZ1724'
 RZ1724'HEIGHT OF LIGHT ABOVE STATION MARK 0 METER.
 RZ1724
 RZ1724                          STATION RECOVERY (1947)
 RZ1724
 RZ1724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 RZ1724'RECOVERED IN GOOD CONDITION.
 RZ1724
 RZ1724                          STATION RECOVERY (1949)
 RZ1724
 RZ1724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MTP)
 RZ1724'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RZ1724'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RZ1724'
 RZ1724'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF LACROSSE, 3 MILES
 RZ1724'NORTH OF HAY AND ON THE HIGHEST HILL IN THE IMMEDIATE VICINITY.  IT
 RZ1724'IS 32.6 FEET NORTH OF A FENCELINE, 119 FEET EAST OF A POWERPOLE
 RZ1724'AND APPROXIMATELY 130 FEET SOUTH OF AND 50 FEET HIGHER THAN THE
 RZ1724'ROAD.  THE MARK IS STAMPED BEACON 28 1946, AND PROJECTS 4 INCHES
 RZ1724'ABOVE THE SURFACE.
 RZ1724'
 RZ1724'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A SQUARE, CONCRETE
 RZ1724'POST PROJECTING 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 RZ1724'51 FEET NORTH OF A FENCELINE AND IS STAMPED BEACON 28 NO 1 1946
 RZ1724'
 RZ1724'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 RZ1724'THE SOUTHEAST CORNER OF THE CONCRETE BASE OF AIRWAY BEACON
 RZ1724'28A.  IT IS STAMPED BEACON 28 NO 2 1946.
 RZ1724'
 RZ1724'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTH OF THE STATION,
 RZ1724'3 FEET SOUTHWEST OF A FENCE CORNER AND 285 FEET NORTHEAST OF THE
 RZ1724'ROAD.  IT IS A STANDARD DISK SET IN CONCRETE AND IS STAMPED BEACON
 RZ1724'28 1946
 RZ1724'
 RZ1724'TO REACH THE STATION FROM THE INTERSECTION, JUST WEST OF THE
 RZ1724'DEPOT IN LACROSSE, GO SOUTHWEST ON STATE HIGHWAY 11B, AS PER SIGNS
 RZ1724'PALOUSE FALLS, WASHTUCNA, AIRPORT, FOR 4.1 MILES TO A SIDE ROAD
 RZ1724'LEFT AND SIGNS COLFAX 33- PALOUSE FALLS 25, TAKE ROAD LEFT FOR
 RZ1724'1 MILE TO A T-INTERSECTION, HERE TURN LEFT AND GO 4.2 MILES TO A
 RZ1724'FARM ROAD LEFT, JUST OPPOSITE OF POWER POLE 47A18.  GO LEFT FOR
 RZ1724'.8 MILE TO SUMMIT OF RIDGE ROAD AND END OF TRUCK TRAVEL.  PACK
 RZ1724'SOUTHEASTERLY, UP GRADE, FOR ABOUT 0.1 MILE TO THE BEACON ON
 RZ1724'THE SUMMIT OF THE RIDGE.  THE STATION IS 29 FEET EAST OF THE
 RZ1724'CENTER OF THE BEACON.  TO REACH THE AZIMUTH MARK FROM THE END OF
 RZ1724'TRUCK TRAVEL, GO NORTH FROM THE ROAD FOR 285 FEET TO A FENCE CORNER
 RZ1724'AND SITE OF THE MARK.
 RZ1724
 RZ1724                          STATION RECOVERY (1949)
 RZ1724
 RZ1724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 RZ1724'RECOVERED IN GOOD CONDITION.
 RZ1724
 RZ1724                          STATION RECOVERY (1980)
 RZ1724
 RZ1724'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JLC)
 RZ1724'BEACON 28 1946 RECOVERED GOOD.
 RZ1724'
 RZ1724'BEACON 28 1946 NO. 1 RECOVERED GOOD.
 RZ1724'
 RZ1724'BEACON 28 1946 NO. 2 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2531 ***********************************************************************
 SC2531  DESIGNATION -  BEACON R 2
 SC2531  PID         -  SC2531
 SC2531  STATE/COUNTY-  WA/PACIFIC
 SC2531  USGS QUAD   -  BAY CENTER (1994)
 SC2531
 SC2531                         *CURRENT SURVEY CONTROL
 SC2531  ___________________________________________________________________
 SC2531* NAD 83(1991)-  46 41 32.06546(N)    123 55 44.22214(W)     ADJUSTED  
 SC2531* NAVD 88     -                                                        
 SC2531  ___________________________________________________________________
 SC2531  LAPLACE CORR-          17.00  (seconds)                    DEFLEC99
 SC2531  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SC2531
 SC2531  HORZ ORDER  -  THIRD
 SC2531
 SC2531.The horizontal coordinates were established by classical geodetic methods
 SC2531.and adjusted by the National Geodetic Survey in December 1991..
 SC2531
 SC2531
 SC2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2531
 SC2531.The geoid height was determined by GEOID03.
 SC2531
 SC2531;                    North         East     Units Scale Factor Converg.
 SC2531;SPC WA S     -   156,742.430   237,818.572   MT  0.99991634   -2 29 26.8
 SC2531;SPC WA S     -   514,245.79    780,243.10   sFT  0.99991634   -2 29 26.8
 SC2531;UTM  10      - 5,171,383.842   428,971.671   MT  0.99966201   -0 40 33.6
 SC2531
 SC2531                          SUPERSEDED SURVEY CONTROL
 SC2531
 SC2531  NAD 83(1991)-  46 41 32.06351(N)    123 55 44.22176(W) AD(       ) 4
 SC2531  NAD 83(1986)-  46 41 32.06355(N)    123 55 44.20899(W) AD(       ) 4
 SC2531  NAD 27      -  46 41 32.71751(N)    123 55 39.60386(W) AD(       ) 3
 SC2531
 SC2531.Superseded values are not recommended for survey control.
 SC2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2531.See file dsdata.txt to determine how the superseded data were derived.
 SC2531
 SC2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2897271384(NAD 83)
 SC2531
 SC2531  HISTORY     - Date     Condition        Report By
 SC2531  HISTORY     - UNK      MONUMENTED
 SC2531  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2531
 SC2531                          STATION DESCRIPTION
 SC2531
 SC2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2531'DESTROYED.  THE ONLY NAVIGATIONAL AID IN THIS VICINITY IS WILLAPA
 SC2531'RIVER LIGHT 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0649 ***********************************************************************
 SD0649  DESIGNATION -  BEACON USE
 SD0649  PID         -  SD0649
 SD0649  STATE/COUNTY-  WA/PACIFIC
 SD0649  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0649
 SD0649                         *CURRENT SURVEY CONTROL
 SD0649  ___________________________________________________________________
 SD0649* NAD 83(1991)-  46 16 00.83999(N)    124 04 54.14195(W)     ADJUSTED  
 SD0649* NAVD 88     -         9.     (meters)      30.     (feet)  VERTCON   
 SD0649  ___________________________________________________________________
 SD0649  LAPLACE CORR-          14.70  (seconds)                    DEFLEC99
 SD0649  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 SD0649
 SD0649  HORZ ORDER  -  THIRD
 SD0649
 SD0649.The horizontal coordinates were established by classical geodetic methods
 SD0649.and adjusted by the National Geodetic Survey in December 1991..
 SD0649
 SD0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0649
 SD0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0649
 SD0649.The geoid height was determined by GEOID03.
 SD0649
 SD0649;                    North         East     Units Scale Factor Converg.
 SD0649;SPC WA S     -   110,032.934   224,000.502   MT  0.99992994   -2 36 06.3
 SD0649;SPC WA S     -   360,999.72    734,908.31   sFT  0.99992994   -2 36 06.3
 SD0649;UTM  10      - 5,124,271.190   416,644.846   MT  0.99968541   -0 46 53.9
 SD0649
 SD0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0649!SPC WA S     -   1.00000242  x   0.99992994  =   0.99993236
 SD0649!UTM  10      -   1.00000242  x   0.99968541  =   0.99968783
 SD0649
 SD0649:                Primary Azimuth Mark                     Grid Az
 SD0649:SPC WA S     -  CAPE DISAPPOINTMENT LH                   069 04 03.8
 SD0649:UTM  10      -  CAPE DISAPPOINTMENT LH                   067 14 51.4
 SD0649
 SD0649|---------------------------------------------------------------------|
 SD0649| PID    Reference Object                     Distance      Geod. Az  |
 SD0649|                                                           dddmmss.s |
 SD0649| SD0595 CAPE DISAPPOINTMENT LH              APPROX. 2.5 KM 0662757.5 |
 SD0649| SD0613 TRESTLE                             281.495 METERS 23007     |
 SD0649|---------------------------------------------------------------------|
 SD0649
 SD0649                          SUPERSEDED SURVEY CONTROL
 SD0649
 SD0649  NAD 83(1991)-  46 16 00.84000(N)    124 04 54.14197(W) AD(       ) 3
 SD0649  NAD 83(1986)-  46 16 00.84494(N)    124 04 54.11358(W) AD(       ) 3
 SD0649  NAD 27      -  46 16 01.48810(N)    124 04 49.55875(W) AD(       ) 3
 SD0649  NGVD 29 (07/19/86)    8.     (m)           26.     (f) VERT ANG       
 SD0649
 SD0649.Superseded values are not recommended for survey control.
 SD0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0649.See file dsdata.txt to determine how the superseded data were derived.
 SD0649
 SD0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1664524271(NAD 83)
 SD0649_MARKER: DD = SURVEY DISK
 SD0649_SETTING: 80 = SET IN A BOULDER
 SD0649_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SD0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0649+STABILITY: SURFACE MOTION
 SD0649
 SD0649  HISTORY     - Date     Condition        Report By
 SD0649  HISTORY     - 1981     MONUMENTED       NOS
 SD0649  HISTORY     - 20060916 MARK NOT FOUND   GEOCAC
 SD0649
 SD0649                          STATION DESCRIPTION
 SD0649
 SD0649'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SD0649'THE STATION IS LOCATED ABOUT 5.2 KILOMETERS(3-1/4 MILES)
 SD0649'SOUTHWEST OF THE TOWN OF ILWACO, ALONG THE NORTH ENTRANCE TO THE
 SD0649'COLUMBIA RIVER, ON THE NORTH JETTY AND ABOUT 280 METERS SOUTHWEST
 SD0649'OF A WOODEN OBSERVATION PLATFORM.
 SD0649'
 SD0649'THE STATION IS A NATIONAL OCEAN SURVEY DISK
 SD0649'STAMPED---BEACON USE 1981---, SET IN AN OLD DRILL HOLE ON THE TOP
 SD0649'OF A LARGE, TRIANGULAR BOULDER, ABOUT ON THE CENTERLINE OF THE
 SD0649'BOULDER JETTY AND UNDER THE CENTER OF A WOODEN, HYDROGRAPHIC
 SD0649'SIGNAL.
 SD0649'
 SD0649'A VEHICLE CAN BE DRIVEN NEAR THE WOODEN OBSERVATION PLATFORM,
 SD0649'THEN HIKE SOUTHWESTWARD ALONG THE TOP OF THE JETTY TO THE OLD,
 SD0649'WOODEN HYDROGRAPHIC SIGNAL AND THE STATION. NO OTHER MARKS WERE
 SD0649'SET.
 SD0649
 SD0649                          STATION RECOVERY (2006)
 SD0649
 SD0649'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 SD0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1571 ***********************************************************************
 SC1571  DESIGNATION -  BEACON USE 1937
 SC1571  PID         -  SC1571
 SC1571  STATE/COUNTY-  WA/LEWIS
 SC1571  USGS QUAD   -  CENTRALIA (1993)
 SC1571
 SC1571                         *CURRENT SURVEY CONTROL
 SC1571  ___________________________________________________________________
 SC1571* NAD 83(1991)-  46 40 12.17574(N)    122 58 06.07096(W)     ADJUSTED  
 SC1571* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 SC1571  ___________________________________________________________________
 SC1571  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 SC1571  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 SC1571
 SC1571  HORZ ORDER  -  SECOND
 SC1571
 SC1571.The horizontal coordinates were established by classical geodetic methods
 SC1571.and adjusted by the National Geodetic Survey in December 1991..
 SC1571
 SC1571.The orthometric height was scaled from a topographic map.
 SC1571
 SC1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1571
 SC1571.The geoid height was determined by GEOID03.
 SC1571
 SC1571;                    North         East     Units Scale Factor Converg.
 SC1571;SPC WA S     -   151,530.996   311,161.117   MT  0.99991569   -1 47 34.8
 SC1571;SPC WA S     -   497,147.94  1,020,867.76   sFT  0.99991569   -1 47 34.8
 SC1571;UTM  10      - 5,168,499.380   502,420.749   MT  0.99960007   +0 01 22.9
 SC1571
 SC1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1571!SPC WA S     -   0.99998000  x   0.99991569  =   0.99989569
 SC1571!UTM  10      -   0.99998000  x   0.99960007  =   0.99958008
 SC1571
 SC1571:                Primary Azimuth Mark                     Grid Az
 SC1571:SPC WA S     -  CEDAR                                    334 25 22.9
 SC1571:UTM  10      -  CEDAR                                    332 36 25.2
 SC1571
 SC1571|---------------------------------------------------------------------|
 SC1571| PID    Reference Object                     Distance      Geod. Az  |
 SC1571|                                                           dddmmss.s |
 SC1571| SC1579 CEDAR                               APPROX.26.0 KM 3323748.1 |
 SC1571|---------------------------------------------------------------------|
 SC1571
 SC1571                          SUPERSEDED SURVEY CONTROL
 SC1571
 SC1571  NAD 83(1991)-  46 40 12.18230(N)    122 58 06.07257(W) AD(       ) 2
 SC1571  NAD 83(1986)-  46 40 12.17950(N)    122 58 06.07814(W) AD(       ) 2
 SC1571  NAD 27      -  46 40 12.80552(N)    122 58 01.60819(W) AD(       ) 2
 SC1571
 SC1571.Superseded values are not recommended for survey control.
 SC1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1571.See file dsdata.txt to determine how the superseded data were derived.
 SC1571
 SC1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0242168499(NAD 83)
 SC1571_MARKER: Z = SEE DESCRIPTION
 SC1571_SETTING: 0 = UNSPECIFIED SETTING
 SC1571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1571
 SC1571  HISTORY     - Date     Condition        Report By
 SC1571  HISTORY     - 1937     MONUMENTED       USE
 SC1571  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC1571  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SC1571
 SC1571                          STATION DESCRIPTION
 SC1571
 SC1571'DESCRIBED BY US ENGINEERS 1937
 SC1571'THIS STATION IS 0.2 MILE E OF BORDEN MILK COMPANY PLANT ON NORTHERN
 SC1571'LIMITS OF CITY OF CHEHALIS ON NOSE OF RIDGE RUNNING N OF
 SC1571'CHEHALIS.  ABOUT 40 FEET N OF AIRWAYS BEACON.  STATION IS ON
 SC1571'JUNCTION OF TWO SMALL RIDGES ONE RUNNING N AND ONE RUNNING
 SC1571'W.  STANDARD C. OF E. TRIANGULATION DISK SET IN CONCRETE MONUMENT
 SC1571'STAMPED BEACON-ELEVATION 484.524.  THE SUBSURFACE MARK IS A
 SC1571'BOTTLE, NECK UP, 3 FEET UNDERGROUND.
 SC1571'
 SC1571'REFERENCE MARK NO.1 IS A STANDARD C. OF E.M.C.S. DISK SET IN
 SC1571'CONCRETE.  ELEVATION 485.411
 SC1571'
 SC1571'REFERENCE MARK NO.2 IS A STANDARD C. OF E.M.C.S. DISK SET
 SC1571'IN CONCRETE.  ELEVATION 480.973
 SC1571'
 SC1571'REFERENCE MARK NO.3 IS A STANDARD C. OF E.M.C.S. DISK SET IN
 SC1571'CENTER OF CONCRETE FLOOR OF AIR BEACON.  ELEVATION 484.858
 SC1571'
 SC1571'TO REACH STATION FROM CHEHALIS PROCEED S ALONG U.S. HIGHWAY 99
 SC1571'(MARKET STREET) TO INTERSECTION WITH CASCADE AVENUE--TURN SHARP
 SC1571'LEFT AND FOLLOW CASCADE AVENUE N TO END AT FOOT OF RIDGE.  A DIRT
 SC1571'ROAD LEADS OFF TO THE RIGHT AND UP THE RIDGE--FOLLOW DIRT ROAD
 SC1571'ALWAYS KEEPING TO LEFT, THE ROAD GOES TO THE BASE OF THE AIRWAYS
 SC1571'BEACON.
 SC1571'
 SC1571'IT IS UNCERTAIN WHETHER THE DISTANCE GIVEN IS IN METERS OR FEET.
 SC1571
 SC1571                          STATION RECOVERY (1951)
 SC1571
 SC1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HL)
 SC1571'STATION RECOVERED AS DESCRIBED.  NOTE--LINE CLEARED TO
 SC1571'TRIANGULATION STATION MONARCH (USGS).
 SC1571
 SC1571                          STATION RECOVERY (1956)
 SC1571
 SC1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 SC1571'STATION AND REFERENCE MARK 3 RECOVERED AS DESCRIBED IN GOOD
 SC1571'CONDITION.  DISTANCE TO REFERENCE MARK 3 IS 39.25 FT.  OTHER
 SC1571'REFERENCE MARKS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0824 ***********************************************************************
 TO0824  DESIGNATION -  BEAD LAKE LOOKOUT
 TO0824  PID         -  TO0824
 TO0824  STATE/COUNTY-  WA/PEND OREILLE
 TO0824  USGS QUAD   -  BEAD LAKE (1986)
 TO0824
 TO0824                         *CURRENT SURVEY CONTROL
 TO0824  ___________________________________________________________________
 TO0824* NAD 83(1991)-  48 18 05.05328(N)    117 04 05.33436(W)     ADJUSTED  
 TO0824* NAVD 88     -                                                        
 TO0824  ___________________________________________________________________
 TO0824  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 TO0824  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 TO0824
 TO0824  HORZ ORDER  -  THIRD
 TO0824
 TO0824.The horizontal coordinates were established by classical geodetic methods
 TO0824.and adjusted by the National Geodetic Survey in December 1991..
 TO0824
 TO0824
 TO0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0824
 TO0824.The geoid height was determined by GEOID03.
 TO0824
 TO0824;                    North         East     Units Scale Factor Converg.
 TO0824;SPC WA N     -   151,525.866   779,211.578   MT  0.99994737   +2 48 11.7
 TO0824;SPC WA N     -   497,131.11  2,556,463.32   sFT  0.99994737   +2 48 11.7
 TO0824;SPC ID W     -   738,118.895   702,214.546   MT  1.00005078   -0 59 03.4
 TO0824;UTM  11      - 5,349,803.119   494,946.115   MT  0.99960031   -0 03 03.2
 TO0824
 TO0824                          SUPERSEDED SURVEY CONTROL
 TO0824
 TO0824  NAD 83(1986)-  48 18 05.05287(N)    117 04 05.33423(W) AD(       ) 4
 TO0824  NAD 27      -  48 18 05.38524(N)    117 04 01.59334(W) AD(       ) 3
 TO0824
 TO0824.Superseded values are not recommended for survey control.
 TO0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0824.See file dsdata.txt to determine how the superseded data were derived.
 TO0824
 TO0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP9494649803(NAD 83)
 TO0824
 TO0824  HISTORY     - Date     Condition        Report By
 TO0824  HISTORY     - UNK      MONUMENTED
 TO0824  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO0824
 TO0824                          STATION DESCRIPTION
 TO0824
 TO0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO0824'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2816 ***********************************************************************
 SY2816  DESIGNATION -  BEALS
 SY2816  PID         -  SY2816
 SY2816  STATE/COUNTY-  WA/KING
 SY2816  USGS QUAD   -  VASHON (1994)
 SY2816
 SY2816                         *CURRENT SURVEY CONTROL
 SY2816  ___________________________________________________________________
 SY2816* NAD 83(1991)-  47 27 58.04527(N)    122 26 01.54082(W)     ADJUSTED  
 SY2816* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY2816  ___________________________________________________________________
 SY2816  LAPLACE CORR-          -7.27  (seconds)                    DEFLEC99
 SY2816  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY2816
 SY2816  HORZ ORDER  -  FIRST
 SY2816
 SY2816.The horizontal coordinates were established by classical geodetic methods
 SY2816.and adjusted by the National Geodetic Survey in December 1991..
 SY2816
 SY2816.The orthometric height was scaled from a topographic map.
 SY2816
 SY2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2816
 SY2816.The geoid height was determined by GEOID03.
 SY2816
 SY2816;                    North         East     Units Scale Factor Converg.
 SY2816;SPC WA N     -    53,079.365   379,348.414   MT  1.00000649   -1 11 29.6
 SY2816;SPC WA N     -   174,144.55  1,244,578.92   sFT  1.00000649   -1 11 29.6
 SY2816;SPC WA S     -   238,860.768   354,219.605   MT  1.00003311   -1 24 16.8
 SY2816;SPC WA S     -   783,662.37  1,162,135.49   sFT  1.00003311   -1 24 16.8
 SY2816;UTM  10      - 5,257,120.244   542,672.742   MT  0.99962238   +0 25 02.1
 SY2816
 SY2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2816!SPC WA N     -   1.00000263  x   1.00000649  =   1.00000912
 SY2816!SPC WA S     -   1.00000263  x   1.00003311  =   1.00003574
 SY2816!UTM  10      -   1.00000263  x   0.99962238  =   0.99962501
 SY2816
 SY2816|---------------------------------------------------------------------|
 SY2816| PID    Reference Object                     Distance      Geod. Az  |
 SY2816|                                                           dddmmss.s |
 SY2816| CE3352 BEALS RM 2                           31.100 METERS 19723     |
 SY2816| CE3351 BEALS RM 1                           15.840 METERS 28316     |
 SY2816| SY4630 DOLPHIN                             APPROX. 4.3 KM 3414216.7 |
 SY2816|---------------------------------------------------------------------|
 SY2816
 SY2816                          SUPERSEDED SURVEY CONTROL
 SY2816
 SY2816  NAD 83(1986)-  47 27 58.04026(N)    122 26 01.54939(W) AD(       ) 1
 SY2816  NAD 27      -  47 27 58.68600(N)    122 25 57.09000(W) AD(       ) 1
 SY2816
 SY2816.Superseded values are not recommended for survey control.
 SY2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2816.See file dsdata.txt to determine how the superseded data were derived.
 SY2816
 SY2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4267357120(NAD 83)
 SY2816_MARKER: DS = TRIANGULATION STATION DISK
 SY2816_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY2816
 SY2816  HISTORY     - Date     Condition        Report By
 SY2816  HISTORY     - 1921     MONUMENTED       CGS
 SY2816  HISTORY     - 1934     GOOD             CGS
 SY2816  HISTORY     - 1936     GOOD             CGS
 SY2816  HISTORY     - 1949     POOR             LOCENG
 SY2816  HISTORY     - 1977     GOOD             LOCENG
 SY2816
 SY2816                          STATION DESCRIPTION
 SY2816
 SY2816'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY2816'STATION IS LOCATED ON VASHON ISLAND, BEALS POINT, 15 METERS TO
 SY2816'THE SHORE LINE IN LINE TO DOLPHIN, 12 METERS IN THE DIRECTION TO
 SY2816'POINT BRACE, 20 METERS IN THE DIRECTION TO POINT PULLEY, 60 METERS
 SY2816'IN THE DIRECTION TO POINT HEYER.
 SY2816'
 SY2816'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN AN
 SY2816'IRREGULAR MASS OF CONCRETE.
 SY2816'
 SY2816'REFERENCE MARK NO.2 IS SET IN A SMALL RIDGE S OF THE STATION.
 SY2816
 SY2816                          STATION RECOVERY (1934)
 SY2816
 SY2816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY2816'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 SY2816
 SY2816                          STATION RECOVERY (1936)
 SY2816
 SY2816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY2816'STATION IS LOCATED ON VASHON ISLAND, BEALS POINT, 15 METERS TO THE
 SY2816'SHORE LINE IN LINE WITH DOLPHIN, 12 METERS IN THE DIRECTION TO
 SY2816'POINT BRACE, 20 METERS IN THE DIRECTION TO POINT PULLEY, 60 METERS
 SY2816'IN THE DIRECTION TO POINT HEYER.
 SY2816'
 SY2816'REFERENCE MARK NO.2 IS IN A CONCRETE POST ON A SMALL RIDGE S OF
 SY2816'THE STATION.  REFERENCE MARK NO.1 WAS RECOVERED INSHORE FROM THE
 SY2816'STATION.
 SY2816'
 SY2816'STATION IS 76 FEET E OF THE E CORNER OF BARN OR WAREHOUSE, 157
 SY2816'FEET SE CORNER OF SE CORNER OF A ONE-STORY COTTAGE WITH RED
 SY2816'ROOF.  STATION IS 102 FEET N OF REFERENCE MARK NO.2.
 SY2816
 SY2816                          STATION RECOVERY (1949)
 SY2816
 SY2816'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 SY2816'RECOVERED BY G. HITCHINGS.
 SY2816'
 SY2816'STATION IS LOCATED ON THE E SIDE OF VASHON ISLAND.  THE HOUSE
 SY2816'MENTIONED IS NOW THE SECOND ONE IN THE ROW.  THE WAREHOUSE IS
 SY2816'GONE.  WE FOUND THE STATION LYING ON ITS SIDE BROKEN OFF THE BASE,
 SY2816'HAVING BEEN PUSHED OVER BY A BULLDOZER.  WE FITTED THE SHAFT AS
 SY2816'CAREFULLY OVER THE BASE AS POSSIBLE BUT IT IS NOT BELIEVED THAT
 SY2816'THE STATION WILL GIVE SECOND-ORDER TRIANGULATION.  REFERENCE
 SY2816'MARK 2 WAS ALSO FOUND LYING ON ITS SIDE SEVERAL FEET FROM THE
 SY2816'ORIGINAL POSITION.
 SY2816
 SY2816                          STATION RECOVERY (1977)
 SY2816
 SY2816'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (WG)
 SY2816'RECOVERED BY BR. HITCHINGS.
 SY2816'
 SY2816'BEAL - 1921 SUPERB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1392 ***********************************************************************
 SX1392  DESIGNATION -  BEALS
 SX1392  PID         -  SX1392
 SX1392  STATE/COUNTY-  WA/KING
 SX1392  USGS QUAD   -  HOBART (1993)
 SX1392
 SX1392                         *CURRENT SURVEY CONTROL
 SX1392  ___________________________________________________________________
 SX1392* NAD 83(1991)-  47 22 34.20732(N)    121 56 29.58853(W)     ADJUSTED  
 SX1392* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 SX1392  ___________________________________________________________________
 SX1392  LAPLACE CORR-          14.04  (seconds)                    DEFLEC99
 SX1392  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 SX1392
 SX1392  HORZ ORDER  -  THIRD
 SX1392
 SX1392.The horizontal coordinates were established by classical geodetic methods
 SX1392.and adjusted by the National Geodetic Survey in December 1991..
 SX1392
 SX1392.The orthometric height was scaled from a topographic map.
 SX1392
 SX1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1392
 SX1392.The geoid height was determined by GEOID03.
 SX1392
 SX1392;                    North         East     Units Scale Factor Converg.
 SX1392;SPC WA N     -    42,426.107   416,307.455   MT  1.00002540   -0 49 30.3
 SX1392;SPC WA N     -   139,192.99  1,365,835.38   sFT  1.00002540   -0 49 30.3
 SX1392;UTM  10      - 5,247,510.838   579,902.204   MT  0.99967846   +0 46 43.9
 SX1392
 SX1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1392!SPC WA N     -   0.99996506  x   1.00002540  =   0.99999045
 SX1392!UTM  10      -   0.99996506  x   0.99967846  =   0.99964353
 SX1392
 SX1392:                Primary Azimuth Mark                     Grid Az
 SX1392:SPC WA N     -  TAYLOR SCHOOL BELFRY                     028 04 41.8
 SX1392:UTM  10      -  TAYLOR SCHOOL BELFRY                     026 28 27.6
 SX1392
 SX1392|---------------------------------------------------------------------|
 SX1392| PID    Reference Object                     Distance      Geod. Az  |
 SX1392|                                                           dddmmss.s |
 SX1392| SX1397 TAYLOR SCHOOL BELFRY                APPROX. 5.4 KM 0271511.5 |
 SX1392| SX1405 TAYLOR MILL TALL BRICK CHIMNEY      APPROX. 5.8 KM 0313439.3 |
 SX1392| CF4079 BEALS RM                             11.704 METERS 25650     |
 SX1392|---------------------------------------------------------------------|
 SX1392
 SX1392                          SUPERSEDED SURVEY CONTROL
 SX1392
 SX1392  NAD 83(1986)-  47 22 34.19750(N)    121 56 29.59841(W) AD(       ) 3
 SX1392  NAD 27      -  47 22 34.84700(N)    121 56 25.19900(W) AD(       ) 3
 SX1392
 SX1392.Superseded values are not recommended for survey control.
 SX1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1392.See file dsdata.txt to determine how the superseded data were derived.
 SX1392
 SX1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7990247511(NAD 83)
 SX1392_MARKER: Z = SEE DESCRIPTION
 SX1392_SETTING: 0 = UNSPECIFIED SETTING
 SX1392
 SX1392  HISTORY     - Date     Condition        Report By
 SX1392  HISTORY     - 1937     MONUMENTED       WAGS
 SX1392  HISTORY     - 1965     SEE DESCRIPTION  BPA
 SX1392  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SX1392  HISTORY     - 1981     GOOD             WAA
 SX1392
 SX1392                          STATION DESCRIPTION
 SX1392
 SX1392'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1392'STATION IS LOCATED ABOUT 1-1/4 MILES (AIR LINE) E OF LANDSBURG,
 SX1392'AND 2-1/4 MILES (AIR LINE) SW OF WALSH LAKE ON AN E-W GRAVEL KNOLL
 SX1392'(HIGHEST POINT) OVERLOOKING THE CEDAR RIVER VALLEY HEAVILY
 SX1392'WOODED SECTION S OF STATION.  LOGGED-OFF LAND N ON SEATTLE
 SX1392'WATERSHED.
 SX1392'
 SX1392'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS SET
 SX1392'IN CONCRETE.
 SX1392'
 SX1392'STATION IS ABOUT 200 FEET E OF POWER POLE CF 2/8/212 AND 155
 SX1392'FEET W OF POLE CF2/8/181.  STATION IS 34 FEET N OF HEAVY WOODED
 SX1392'AREA TO THE S.
 SX1392'
 SX1392'STATION IS REACHED AS FOLLOWS--FROM DEPOT IN LANDSBURG CROSS
 SX1392'RAILROAD TRACKS AND STEEL HIGHWAY BRIDGE OVER CEDAR RIVER, 100
 SX1392'FEET S OF BRIDGE ENTER CEDAR RIVER WATERSHED THROUGH LOCKED STEEL
 SX1392'GATE.  CONTINUE ON 16-FOOT WINDING GRAVEL POLE LINE ROAD E THROUGH
 SX1392'WATERSHED 1.5 MILES.  END OF TRUCK TRAVEL.
 SX1392
 SX1392                          STATION RECOVERY (1965)
 SX1392
 SX1392'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1965
 SX1392'RECOVERED STATION IN GOOD CONDITION.  DID NOT SEARCH FOR
 SX1392'R.M.  ORIGINAL DESCRIPTION ADEQUATE EXCEPT THERE IS NOW A 7 FT
 SX1392'HIGH 4 IN BY 4 IN CONCRETE WITNESS POST ON SOUTH EDGE OF
 SX1392'ROAD.  STATION IS 20 FT SOUTH OF THIS POST.  THE POWER POLE
 SX1392'NUMBERS AND LOCATIONS HAVE CHANGED.
 SX1392
 SX1392                          STATION RECOVERY (1972)
 SX1392
 SX1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CRL)
 SX1392'IT IS IN THE SE 1/4 SECTION 20, T 22 N, R 7 E, ON SEATTLE WATER
 SX1392'DEPARTMENT PROPERTY AND AT AN EAST-WEST POWER LINE.  24.2 FEET
 SX1392'ESE OF POWER LINE POLE CF 8/199, 20.5 FEET SOUTH OF A 4 IN X 5 IN
 SX1392'CONCRETE POST, 32.5 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 SX1392'ROAD, UNDER THE POWER LINE AND ON TOP OF SMALL HILL.
 SX1392'
 SX1392'REFERENCE MARK 1 IS ON A SMALL MOUND, 37.5 FEET SOUTH OF THE
 SX1392'CENTERLINE OF THE ROAD, 17.3 FEET SOUTHWEST OF SAID POWER LINE
 SX1392'POLE AND FLUSH WITH THE GROUND.
 SX1392'
 SX1392'TO REACH FROM THE MAPLE VALLEY FIRE DEPARTMENT, GO EAST ON SE
 SX1392'216TH STREET FOR 3.1 MILES TO A T-ROAD.  TURN RIGHT AND GO SOUTH
 SX1392'FOR 2.4 MILES TO A SIDE ROAD LEFT WHICH IS ABOUT 100 FEET SOUTH OF
 SX1392'THE BRIDGE OVER CEDAR RIVER.  TURN LEFT, PASS THROUGH LOCKED
 SX1392'GATE AND GO EASTERLY FOR 0.75 MILE TO FORK.  KEEP RIGHT AND
 SX1392'CONTINUE EASTERLY ALONG POWER LINE FOR 0.2 MILE TO SIDE ROAD
 SX1392'RIGHT.  CONTINUE EAST ALONG POWER LINE FOR 0.6 MILE TO STATION
 SX1392'ON RIGHT, SOUTH SIDE OF ROAD.
 SX1392'
 SX1392'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SX1392'5 MILES ESE OF MAPLE VALLEY.
 SX1392
 SX1392                          STATION RECOVERY (1981)
 SX1392
 SX1392'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1981
 SX1392'BEALS 1937 RECOVERED GOOD.
 SX1392'
 SX1392'CONC POST ON S. SIDE ROAD W/ALUMINUM TAG MARKED BEALS 20 DEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0659 ***********************************************************************
 SW0659  DESIGNATION -  BEAM
 SW0659  PID         -  SW0659
 SW0659  STATE/COUNTY-  WA/GRANT
 SW0659  USGS QUAD   -  WINCHESTER SE (1978)
 SW0659
 SW0659                         *CURRENT SURVEY CONTROL
 SW0659  ___________________________________________________________________
 SW0659* NAD 83(1991)-  47 06 13.15707(N)    119 31 16.27721(W)     ADJUSTED  
 SW0659* NAVD 88     -       374.387  (meters)    1228.30   (feet)  ADJUSTED  
 SW0659  ___________________________________________________________________
 SW0659  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 SW0659  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SW0659  DYNAMIC HT  -         374.414 (meters)    1228.39  (feet)  COMP
 SW0659  MODELED GRAV-     980,676.3   (mgal)                       NAVD 88
 SW0659
 SW0659  HORZ ORDER  -  SECOND
 SW0659  VERT ORDER  -  SECOND    CLASS 0
 SW0659
 SW0659.The horizontal coordinates were established by classical geodetic methods
 SW0659.and adjusted by the National Geodetic Survey in December 1991..
 SW0659
 SW0659.The orthometric height was determined by differential leveling
 SW0659.and adjusted by the National Geodetic Survey in June 1991..
 SW0659
 SW0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0659
 SW0659.The geoid height was determined by GEOID03.
 SW0659
 SW0659.The dynamic height is computed by dividing the NAVD 88
 SW0659.geopotential number by the normal gravity value computed on the
 SW0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0659.degrees latitude (g = 980.6199 gals.).
 SW0659
 SW0659.The modeled gravity was interpolated from observed gravity values.
 SW0659
 SW0659;                    North         East     Units Scale Factor Converg.
 SW0659;SPC WA S     -   197,237.043   574,295.209   MT  0.99995556   +0 42 39.6
 SW0659;SPC WA S     -   647,101.87  1,884,166.86   sFT  0.99995556   +0 42 39.6
 SW0659;UTM  11      - 5,219,767.318   308,700.691   MT  1.00004978   -1 50 51.2
 SW0659
 SW0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0659!SPC WA S     -   0.99994457  x   0.99995556  =   0.99990013
 SW0659!UTM  11      -   0.99994457  x   1.00004978  =   0.99999435
 SW0659
 SW0659|---------------------------------------------------------------------|
 SW0659| PID    Reference Object                     Distance      Geod. Az  |
 SW0659|                                                           dddmmss.s |
 SW0659| SW0657 BEAM RM 1                            21.303 METERS 08916     |
 SW0659| SW0601 WILL                                APPROX. 3.1 KM 0901357.2 |
 SW0659| SW0658 BEAM RM 2                            20.973 METERS 27053     |
 SW0659|---------------------------------------------------------------------|
 SW0659
 SW0659                          SUPERSEDED SURVEY CONTROL
 SW0659
 SW0659  NAD 83(1986)-  47 06 13.16630(N)    119 31 16.26588(W) AD(       ) 2
 SW0659  NAD 27      -  47 06 13.65560(N)    119 31 12.13500(W) AD(       ) 2
 SW0659  NGVD 29 (??/??/92)  373.266  (m)         1224.62   (f) ADJ UNCH    2 0
 SW0659
 SW0659.Superseded values are not recommended for survey control.
 SW0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0659.See file dsdata.txt to determine how the superseded data were derived.
 SW0659
 SW0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN0870119767(NAD 83)
 SW0659_MARKER: DB = BENCH MARK DISK
 SW0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0659_STAMPING: BEAM 1957
 SW0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0659+STABILITY: SURFACE MOTION
 SW0659
 SW0659  HISTORY     - Date     Condition        Report By
 SW0659  HISTORY     - 1958     MONUMENTED       CGS
 SW0659  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SW0659  HISTORY     - 1967     GOOD             NGS
 SW0659
 SW0659                          STATION DESCRIPTION
 SW0659
 SW0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SW0659'THE STATION IS LOCATED 15 MILES EAST OF BURKE JUNCTION, 13 MILES
 SW0659'WEST OF THE TOWN OF MOSES LAKE AND ON THE SOUTH RIGHT-OF-WAY OF
 SW0659'U.S. HIGHWAY 10.
 SW0659'
 SW0659'TO REACH THE STATION FROM THE POST OFFICE IN MOSES LAKE, GO
 SW0659'NORTH ON DIVISION STREET FOR 0.1 MILE TO U.S. HIGHWAY 10, TURN LEFT,
 SW0659'AND GO WEST ON U.S. HIGHWAY 10 FOR 3.0 MILES TO A BRIDGE OVER MOSES
 SW0659'LAKE, CONTINUE WEST FOR 6.3 MILES TO AN UNDERPASS, CONTINUE WEST
 SW0659'FOR 3.4 MILES TO THE STATION ON THE SOUTH SIDE OF THE HIGHWAY.
 SW0659'
 SW0659'THE STATION MARK, STAMPED BEAM 1957, IS A STANDARD DISK SET IN
 SW0659'THE TOP OF A 12 X 12 CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 SW0659'SURFACE OF THE GROUND.  IT IS 98 FEET SOUTH OF THE CENTER OF THE
 SW0659'EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 10, 7 FEET EAST OF A
 SW0659'WITNESS POST AND 4 FEET NORTH OF A FENCE LINE.
 SW0659'
 SW0659'REFERENCE MARK NO. 1, STAMPED BEAM NO 1 1957, IS A STANDARD DISK
 SW0659'SET IN THE TOP OF A 12 X 12 CONCRETE MONUMENT WHICH PROJECTS 4
 SW0659'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 97 FEET SOUTH OF
 SW0659'THE CENTER OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 10 AND
 SW0659'4 FEET NORTH OF A FENCE LINE.
 SW0659'
 SW0659'REFERENCE MARK NO. 2, STAMPED BEAM NO 2 1957, IS A STANDARD DISK
 SW0659'SET IN THE TOP OF A 12 X 12 CONCRETE MONUMENT WHICH PROJECTS 3
 SW0659'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 97 FEET SOUTH OF
 SW0659'THE CENTER OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 10 AND 4
 SW0659'FEET NORTH OF A FENCE LINE.
 SW0659'
 SW0659'THE STATION WAS ESTABLISHED IN 1957 AND OCCUPIED IN 1958.
 SW0659
 SW0659                          STATION RECOVERY (1967)
 SW0659
 SW0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW0659'THE STATION IS 8.55 MILES WEST OF THE MAE VALLEY ROAD OVERPASS ON
 SW0659'INTERSTATE HIGHWAY 90 AT THE SOUTHWEST EDGE OF MOSES LAKE, 1.75
 SW0659'MILES EAST OF DODSON ROAD OVERPASS, 1.40 MILES WEST OF DIVISION
 SW0659'ROAD, ON A SMALL SANDY RISE ABOUT 2 FEET ABOVE THE HIGHWAY AND 32
 SW0659'YARDS SOUTH OF THE CENTER OF THE EASTBOUND LANES OF INTERSTATE
 SW0659'HIGHWAY 90.
 SW0659'
 SW0659'THE STATION MARK, STAMPED BEAM 1957, IS A STANDARD DISK SET IN A
 SW0659'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 75 YARDS EAST OF
 SW0659'THE EAST ONE OF TWO 30 INCH HIGH CONCRETE POSTS, 9 INCHES IN
 SW0659'DIAMETER WHICH ARE ON EITHER SIDE OF AN APPROACH ON THE WEST SIDE
 SW0659'OF AN IRRIGATION CANAL, 12 YARDS WEST OF A METAL FENCE POST WITH
 SW0659'TWO METAL BRACES AND 3 FEET NORTH OF THE SOUTH RIGHT OF WAY
 SW0659'FENCE.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 SW0659'
 SW0659'REFERENCE MARK NO. 1, STAMPED BEAM NO. 1 1957, IS A STANDARD
 SW0659'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 SW0659'70 FEET EAST AND 2 FEET LOWER THEN THE STATION MARK, 32 YARDS
 SW0659'SOUTH OF THE EASTBOUND TRAFFIC LANES, 4 FEET NORTH OF THE SOUTH
 SW0659'RIGHT OF WAY FENCE AND 11 YARDS EAST OF A METAL FENCE POST WITH
 SW0659'TWO METAL BRACES.
 SW0659'
 SW0659'REFERENCE MARK NO. 2, STAMPED BEAM NO. 2 1957, IS A STANDARD
 SW0659'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 SW0659'69 FEET WEST OF AND 6 INCHES LOWER THEN THE STATION MARK, 32 YARDS
 SW0659'SOUTH OF THE CENTER OF THE EASTBOUND TRAFFIC LANES, AND 3 FEET
 SW0659'NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 SW0659'
 SW0659'TO REACH THE STATION FROM THE MAE VALLEY ROAD OVERPASS ON
 SW0659'INTERSTATE HIGHWAY 90 AT THE SOUTHWEST EDGE OF MOSES LAKE GO WEST
 SW0659'ON INTERSTATE HIGHWAY 90 FOR 7.15 MILES TO DIVISION ROAD, CONTINUE
 SW0659'WEST FOR 1.4 MILES TO THE SMALL SANDY RISE AND THE STATION ON THE
 SW0659'LEFT.
 SW0659
 SW0659                          STATION RECOVERY (1967)
 SW0659
 SW0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SW0659'16.9 MI E FROM GEORGE.
 SW0659'THE MARK IS 1.7 MILES EAST OF THE DODSON ROAD OVERPASS, 1.45 MILES
 SW0659'WEST OF DIVISION ROAD, 32 YARDS SOUTH OF THE CENTER OF THE EAST BOUND
 SW0659'TRAFFIC LANES OF INTERSTATE HIGHWAY 90, 75 YARDS EAST OF THE EAST ONE
 SW0659'OF TWO 30-INCH HIGH CONCRETE POSTS 9 INCHES IN DIAMETER, WHICH ARE ON
 SW0659'EITHER SIDE OF AN APPROACH ON THE WEST SIDE OF AN IRRIGATION CANAL, 3
 SW0659'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, ON A SMALL SANDY RISE, 2
 SW0659'FEET ABOVE THE ROAD, A TRIANGULATION STATION DISK SET IN A SQUARE
 SW0659'CONCRETE POST FLUSH WITH THE GROUND.  A METAL WITNESS POST WAS SET 1
 SW0659'FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1088 ***********************************************************************
 SB1088  DESIGNATION -  BEAM
 SB1088  PID         -  SB1088
 SB1088  STATE/COUNTY-  WA/YAKIMA
 SB1088  USGS QUAD   -  GRANGER NW (1965)
 SB1088
 SB1088                         *CURRENT SURVEY CONTROL
 SB1088  ___________________________________________________________________
 SB1088* NAD 83(1991)-  46 24 15.49293(N)    120 10 03.75415(W)     ADJUSTED  
 SB1088* NAVD 88     -       335.9    (meters)    1102.     (feet)  VERTCON   
 SB1088  ___________________________________________________________________
 SB1088  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 SB1088  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 SB1088
 SB1088  HORZ ORDER  -  SECOND
 SB1088
 SB1088.The horizontal coordinates were established by classical geodetic methods
 SB1088.and adjusted by the National Geodetic Survey in December 1991..
 SB1088
 SB1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1088
 SB1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1088
 SB1088.The geoid height was determined by GEOID03.
 SB1088
 SB1088;                    North         East     Units Scale Factor Converg.
 SB1088;SPC WA S     -   119,091.599   525,550.066   MT  0.99991955   +0 14 28.9
 SB1088;SPC WA S     -   390,719.69  1,724,242.17   sFT  0.99991955   +0 14 28.9
 SB1088;UTM  10      - 5,142,868.487   717,703.737   MT  1.00018262   +2 03 07.3
 SB1088
 SB1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1088!SPC WA S     -   0.99995071  x   0.99991955  =   0.99987027
 SB1088!UTM  10      -   0.99995071  x   1.00018262  =   1.00013332
 SB1088
 SB1088:                Primary Azimuth Mark                     Grid Az
 SB1088:SPC WA S     -  OBSERVATION TR NR OUTLOOK USGS           005 11 51.2
 SB1088:UTM  10      -  OBSERVATION TR NR OUTLOOK USGS           003 23 12.8
 SB1088
 SB1088|---------------------------------------------------------------------|
 SB1088| PID    Reference Object                     Distance      Geod. Az  |
 SB1088|                                                           dddmmss.s |
 SB1088| SB1089 OBSERVATION TR NR OUTLOOK USGS      APPROX. 7.5 KM 0052620.1 |
 SB1088| CF4447 BEAM RM 1                             6.231 METERS 01803     |
 SB1088| CF4449 BEAM RM 3                             6.330 METERS 01810     |
 SB1088| SB1084 SUNNYSIDE MUNICIPAL STANDPIPE       APPROX.14.1 KM 1323624.7 |
 SB1088| SB1086 GRANGER LABOR CAMP TANK             APPROX. 4.1 KM 1832719.1 |
 SB1088| SB1107 TOPPENISH SW MUNICIPAL TANK         APPROX.12.0 KM 2533014.9 |
 SB1088| SB1102 TOPPENISH MUNICIPAL TANK            APPROX.11.3 KM 2550320.2 |
 SB1088| SB1100 TOPPENISH BLACK WATER TANK          APPROX.11.6 KM 2562626.4 |
 SB1088| CF4448 BEAM RM 2                             5.015 METERS 26121     |
 SB1088| CF4450 BEAM RM 4                             5.111 METERS 26211     |
 SB1088| SB1101 TOPPENISH U AND I CO STACK          APPROX.11.4 KM 2643701.0 |
 SB1088| SB1104 ZILLAH MUNICIPAL STANDPIPE          APPROX. 6.5 KM 2672517.4 |
 SB1088| CF4446 BEAM AZ MK                                         2685224.4 |
 SB1088| SB1103 ZILLAH MUNICIPAL TANK               APPROX. 7.0 KM 2702506.9 |
 SB1088|---------------------------------------------------------------------|
 SB1088
 SB1088                          SUPERSEDED SURVEY CONTROL
 SB1088
 SB1088  NAD 83(1991)-  46 24 15.49808(N)    120 10 03.75394(W) AD(       ) 2
 SB1088  NAD 83(1986)-  46 24 15.50250(N)    120 10 03.74175(W) AD(       ) 2
 SB1088  NAD 27      -  46 24 16.03600(N)    120 09 59.56100(W) AD(       ) 2
 SB1088  NGVD 29 (07/19/86)  334.8    (m)         1098.     (f) VERT ANG       
 SB1088
 SB1088.Superseded values are not recommended for survey control.
 SB1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1088.See file dsdata.txt to determine how the superseded data were derived.
 SB1088
 SB1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS1770442868(NAD 83)
 SB1088_MARKER: DS = TRIANGULATION STATION DISK
 SB1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1088+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 SB1088
 SB1088  HISTORY     - Date     Condition        Report By
 SB1088  HISTORY     - 1948     MONUMENTED       CGS
 SB1088  HISTORY     - 1957     GOOD             DMA
 SB1088  HISTORY     - 1968     GOOD             BPA
 SB1088  HISTORY     - 1971     GOOD             NGS
 SB1088  HISTORY     - 20040324 GOOD             YERION
 SB1088
 SB1088                          STATION DESCRIPTION
 SB1088
 SB1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SB1088'THE STATION IS LOCATED IN A FARM YARD, ABOUT 4 MILES EAST OF ZILLAH,
 SB1088'ABOUT 6.5 MILES NORTHEAST OF TOPPENISH, AND ABOUT 4.5 MILES NORTH
 SB1088'OF GRANGER.
 SB1088'
 SB1088'TO REACH THE STATION FROM THE POST OFFICE IN ZILLAH GO SOUTH 1/2
 SB1088'BLOCK TO THE FIRST STREET TO THE LEFT.  TURN LEFT 1 BLOCK TO
 SB1088'SECOND STREET.  TURN RIGHT ON SECOND STREET AND GO 4.6 MILES TO
 SB1088'STATION ON THE LEFT.  (SECOND STREET BECOMES EAST ZILLAH DRIVE).
 SB1088'
 SB1088'THE STATION IS A STANDARD U.S. COAST AND GEODETIC SURVEY DISC
 SB1088'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE BLOCK PROJECTING 5
 SB1088'INCHES ABOVE THE GROUND.  IT IS 28.9 FT. WEST OF BEAM ROAD, 30.6
 SB1088'FT. NORTH OF EAST ZILLAH DRIVE, 5 FEET NORTH OF A FENCE LINE,
 SB1088'7.6 FEET WEST OF A FENCE LINE, 8.6 FEET NORTHEAST OF A FENCE
 SB1088'CORNER, AND 4.3 FEET WEST SOUTHWEST OF A POWER LINE POLE.  THE DISC
 SB1088'IS STAMPED BEAM 1948.
 SB1088'
 SB1088'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISC SET IN THE
 SB1088'TOP OF A SQUARE CONCRETE BLOCK PROJECTING 4 INCHES ABOVE THE
 SB1088'GROUND, ABOUT THE SAME ELEVATION AS THE STATION, 1.5 FEET WEST OF
 SB1088'A FENCE LINE AND 23 FEET WEST OF BEAM ROAD.  IT IS STAMPED BEAM
 SB1088'NO 1 1948.
 SB1088'
 SB1088'REFERENCE MARK NUMBER 2 IS A STANDARD BRONZE DISC SET IN THE TOP
 SB1088'OF A 10 INCH SQUARE CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 SB1088'THE GROUND AND STAMPED BEAM NO 2 1948.  IT IS 26 FEET NORTH OF
 SB1088'EAST ZILLAH DRIVE, 2 FEET NORTH OF A FENCE LINE AND ABOUT THE SAME
 SB1088'ELEVATION AS THE STATION.
 SB1088'
 SB1088'THE SUBSTITUTE STATION IS THE CENTER OF INTERSECTION OF BEAM
 SB1088'ROAD AND EAST ZILLAH DRIVE.  IT IS 0.13 METERS ABOVE THE
 SB1088'STATION.  IT MAY BE USED AS A PHOTOGRAMMETRIC POINT.
 SB1088'
 SB1088'THE AZIMUTH MARK IS A STANDARD BRONZE DISC SET IN A DRILL HOLE
 SB1088'IN A CONCRETE IRRIGATION LOCK AND IS ABOUT 18 INCHES ABOVE THE
 SB1088'GROUND.  IT IS STAMPED BEAM 1948.
 SB1088'
 SB1088'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON EAST ZILLAH
 SB1088'DRIVE FOR 1 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS 32.6 FEET
 SB1088'SOUTH OF EAST ZILLAH DRIVE, 33 FEET WEST OF A GRAVEL ROAD AND 32
 SB1088'FEET NORTH NORTHWEST OF A POWER LINE POLE.
 SB1088
 SB1088                          STATION RECOVERY (1957)
 SB1088
 SB1088'RECOVERY NOTE BY DEFENSE MAP AGENCY 1957
 SB1088'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SB1088'CONDITION.
 SB1088'
 SB1088'NO SEARCH MADE FOR AZIMUTH MARK.
 SB1088'
 SB1088'LINE OF SIGHT CLEAR IN ALL DIRECTIONS WHEN STATION IS OCCUPIED
 SB1088'WITH TRIPOD.  TOP OF MARKER IS 4 INCHES ABOVE GROUND.
 SB1088
 SB1088                          STATION RECOVERY (1968)
 SB1088
 SB1088'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1968
 SB1088'STATION WAS RECOVERED AT THE
 SB1088'NORTHWEST CORNER OF THE INTERSECTION OF BEAM ROAD AND EAST ZILLAH
 SB1088'DRIVE AS DESCRIBED.  THE STATION MARK AND BOTH REFERENCE MARKS HAVE
 SB1088'BEEN HIT BY FARM MACHINERY.  THE STATION MARK SEEMS TO BE SLIGHTLY
 SB1088'OUT OF PLUMB.  THE BRASS CAP MARKERS HAVE BEEN REMOVED FROM THE
 SB1088'CONCRETE MONUMENTS OF BOTH REFERENCES.
 SB1088'
 SB1088'THE AZIMUTH MARK IS IN GOOD CONDITION AND FOUND AS DESCRIBED.
 SB1088
 SB1088                          STATION RECOVERY (1971)
 SB1088
 SB1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SB1088'STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 SB1088'CONDITION.  THE DISKS WERE MISSING FROM BOTH REFERENCE MARKS.  THE
 SB1088'OLD CONCRETE POSTS WERE DUG OUT AND NEW REFERENCE MARKS SET FLUSH
 SB1088'WITH THE SURFACE OF THE GROUND.
 SB1088'
 SB1088'THE STATION IS ABOUT 6-1/2 MILES EAST OF TOPPENISH, 4-1/2 MILES
 SB1088'NORTH OF GRANGER AND 4 MILES EAST OF ZILLAH.  AND IN THE
 SB1088'SOUTHEAST CORNER OF MR. DALE NOES FARMYARD.
 SB1088'
 SB1088'THE STATION MARK, STAMPED BEAM 1948, IS A STANDARD DISK SET IN A
 SB1088'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 39.4 FEET
 SB1088'NORTHWEST OF THE INTERSECTION OF E. ZILLAH DRIVE AND BEAM ROAD,
 SB1088'30 FEET WEST OF THE CENTER OF BEAM ROAD, 29 FEET NORTH OF THE
 SB1088'CENTER OF E. ZILLAH DRIVE, 6.3 FEET WEST OF THE WEST END OF A
 SB1088'12-INCH DIAMETER CONCRETE PIPE CULVERT, AND 4 FEET
 SB1088'WEST-SOUTHWEST OF A POWER POLE.
 SB1088'
 SB1088'REFERENCE MARK NO. 3, STAMPED BEAM 1948 NO 3 1971, IS A STANDARD
 SB1088'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, 24 FEET
 SB1088'WEST OF THE CENTER OF BEAM ROAD, 20.0 FEET NORTH OF THE WEST END
 SB1088'OF THE 12-INCH CONCRETE PIPE CULVERT AND 1.3 FEET EAST OF THE
 SB1088'LINE OF POWER POLES TO THE NORTH.
 SB1088'
 SB1088'REFERENCE MARK NO. 4, STAMPED BEAM 1948 NO 4 1971, IS A STANDARD
 SB1088'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, 26.5 FEET
 SB1088'NORTH OF THE CENTER OF THE ROAD, 22.5 FEET WEST OF THE WEST END OF
 SB1088'THE 12-INCH PIPE AND 20.5 FEET WEST OF THE POWER POLE.
 SB1088'
 SB1088'THE AZIMUTH MARK, STAMPED BEAM 1948, IS A STANDARD DISK SET IN THE
 SB1088'MIDDLE OF THE EAST SIDE OF A CONCRETE IRRIGATION HEADGATE, 12
 SB1088'INCHES ABOVE THE GROUND.  IT IS 33 FEET WEST OF THE CENTER OF
 SB1088'THACKER ROAD, 32.6 FEET SOUTH OF THE CENTER OF E ZILLAH DRIVE AND
 SB1088'32 FEET NORTH-NORTHWEST OF A POWER LINE POLE.
 SB1088'
 SB1088'TO REACH FROM THE INTERSECTION OF 7TH STREET AND 2ND AVENUE,
 SB1088'WHICH IS 1/2 BLOCK EAST OF THE POST OFFICE IN ZILLAH, GO EAST ON
 SB1088'2ND AVENUE WHICH BECOMES E. ZILLAH DRIVE, FOR 3.55 MILES TO A
 SB1088'CROSSROAD AND AZIMUTH MARK ON RIGHT.  CONTINUE EAST 1.0 MILE TO A
 SB1088'CROSSROAD AND THE STATION.
 SB1088'
 SB1088'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SB1088'4 MILES EAST OF ZILLAH.
 SB1088
 SB1088                          STATION RECOVERY (2004)
 SB1088
 SB1088'RECOVERY NOTE BY GEORGE YERION 2004 (GY)
 SB1088'STATION MARK 30' N OF AND 0.1' BELOW ZILLAH RD, 29' W OF AND 1.0'
 SB1088'BELOW BEAM RD, 8.5' NW OF AND 0.2' ABOVE EDGE PVMT, 3.8' WSW OF POWER
 SB1088'POLE, 3.8' WSW OF PHONE PEDESTAL 03000078
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0657 ***********************************************************************
 SW0657  DESIGNATION -  BEAM RM 1
 SW0657  PID         -  SW0657
 SW0657  STATE/COUNTY-  WA/GRANT
 SW0657  USGS QUAD   -  WINCHESTER SE (1978)
 SW0657
 SW0657                         *CURRENT SURVEY CONTROL
 SW0657  ___________________________________________________________________
 SW0657* NAD 83(1986)-  47 06 13.     (N)    119 31 16.     (W)     SCALED    
 SW0657* NAVD 88     -       373.505  (meters)    1225.41   (feet)  ADJUSTED  
 SW0657  ___________________________________________________________________
 SW0657  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SW0657  DYNAMIC HT  -         373.532 (meters)    1225.50  (feet)  COMP
 SW0657  MODELED GRAV-     980,676.4   (mgal)                       NAVD 88
 SW0657
 SW0657  VERT ORDER  -  SECOND    CLASS 0
 SW0657
 SW0657.The horizontal coordinates were scaled from a topographic map and have
 SW0657.an estimated accuracy of +/- 6 seconds.
 SW0657
 SW0657.The orthometric height was determined by differential leveling
 SW0657.and adjusted by the National Geodetic Survey in June 1991..
 SW0657
 SW0657.The geoid height was determined by GEOID03.
 SW0657
 SW0657.The dynamic height is computed by dividing the NAVD 88
 SW0657.geopotential number by the normal gravity value computed on the
 SW0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0657.degrees latitude (g = 980.6199 gals.).
 SW0657
 SW0657.The modeled gravity was interpolated from observed gravity values.
 SW0657
 SW0657;                    North         East    Units  Estimated Accuracy
 SW0657;SPC WA S     -   197,230.      574,300.      MT  (+/- 180 meters Scaled)
 SW0657
 SW0657                          SUPERSEDED SURVEY CONTROL
 SW0657
 SW0657  NGVD 29 (??/??/92)  372.384  (m)         1221.73   (f) ADJ UNCH    2 0
 SW0657
 SW0657.Superseded values are not recommended for survey control.
 SW0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0657.See file dsdata.txt to determine how the superseded data were derived.
 SW0657
 SW0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN087197(NAD 83)
 SW0657_MARKER: DR = REFERENCE MARK DISK
 SW0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0657_STAMPING: BEAM NO 1 1957
 SW0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0657+STABILITY: SURFACE MOTION
 SW0657
 SW0657  HISTORY     - Date     Condition        Report By
 SW0657  HISTORY     - 1957     MONUMENTED       CGS
 SW0657  HISTORY     - 1967     GOOD             NGS
 SW0657
 SW0657                          STATION DESCRIPTION
 SW0657
 SW0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0657'16.9 MI E FROM GEORGE.
 SW0657'THE MARK IS 70 FEET EAST OF AND 2 FOOT LOWER THAN TRIANGULATION
 SW0657'STATION BEAM, PREVIOUSLY DESCRIBED, 32 YARDS SOUTH OF THE EAST BOUND
 SW0657'TRAFFIC LANES, 11 YARDS EAST OF A METAL FENCE POST WITH TWO METAL
 SW0657'BRACES AND 4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A REFERENCE
 SW0657'MARK DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0658 ***********************************************************************
 SW0658  DESIGNATION -  BEAM RM 2
 SW0658  PID         -  SW0658
 SW0658  STATE/COUNTY-  WA/GRANT
 SW0658  USGS QUAD   -  WINCHESTER SE (1978)
 SW0658
 SW0658                         *CURRENT SURVEY CONTROL
 SW0658  ___________________________________________________________________
 SW0658* NAD 83(1986)-  47 06 13.     (N)    119 31 16.     (W)     SCALED    
 SW0658* NAVD 88     -       374.220  (meters)    1227.75   (feet)  ADJUSTED  
 SW0658  ___________________________________________________________________
 SW0658  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SW0658  DYNAMIC HT  -         374.247 (meters)    1227.84  (feet)  COMP
 SW0658  MODELED GRAV-     980,676.4   (mgal)                       NAVD 88
 SW0658
 SW0658  VERT ORDER  -  SECOND    CLASS 0
 SW0658
 SW0658.The horizontal coordinates were scaled from a topographic map and have
 SW0658.an estimated accuracy of +/- 6 seconds.
 SW0658
 SW0658.The orthometric height was determined by differential leveling
 SW0658.and adjusted by the National Geodetic Survey in June 1991..
 SW0658
 SW0658.The geoid height was determined by GEOID03.
 SW0658
 SW0658.The dynamic height is computed by dividing the NAVD 88
 SW0658.geopotential number by the normal gravity value computed on the
 SW0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0658.degrees latitude (g = 980.6199 gals.).
 SW0658
 SW0658.The modeled gravity was interpolated from observed gravity values.
 SW0658
 SW0658;                    North         East    Units  Estimated Accuracy
 SW0658;SPC WA S     -   197,230.      574,300.      MT  (+/- 180 meters Scaled)
 SW0658
 SW0658                          SUPERSEDED SURVEY CONTROL
 SW0658
 SW0658  NGVD 29 (??/??/92)  373.099  (m)         1224.08   (f) ADJ UNCH    2 0
 SW0658
 SW0658.Superseded values are not recommended for survey control.
 SW0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0658.See file dsdata.txt to determine how the superseded data were derived.
 SW0658
 SW0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN087197(NAD 83)
 SW0658_MARKER: DR = REFERENCE MARK DISK
 SW0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0658_STAMPING: BEAM NO 2 1957
 SW0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0658+STABILITY: SURFACE MOTION
 SW0658
 SW0658  HISTORY     - Date     Condition        Report By
 SW0658  HISTORY     - 1957     MONUMENTED       CGS
 SW0658  HISTORY     - 1967     GOOD             NGS
 SW0658
 SW0658                          STATION DESCRIPTION
 SW0658
 SW0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0658'16.9 MI E FROM GEORGE.
 SW0658'THE MARK IS 69 FEET WEST OF AND 6 INCHES LOWER THAN TRIANGULATION
 SW0658'STATION BEAM, PREVIOUSLY DESCRIBED.  IT IS 32 YARDS SOUTH OF THE
 SW0658'CENTER OF THE EAST BOUND TRAFFIC LANES OF INTERSTATE HIGHWAY 90 AND 3
 SW0658'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A REFERENCE MARK DISK SET
 SW0658'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5306 ***********************************************************************
 SY5306  DESIGNATION -  BEANS 1974
 SY5306  PID         -  SY5306
 SY5306  STATE/COUNTY-  WA/KITSAP
 SY5306  USGS QUAD   -  BREMERTON EAST (1981)
 SY5306
 SY5306                         *CURRENT SURVEY CONTROL
 SY5306  ___________________________________________________________________
 SY5306* NAD 83(1991)-  47 34 28.56858(N)    122 31 21.39738(W)     ADJUSTED  
 SY5306* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 SY5306  ___________________________________________________________________
 SY5306  LAPLACE CORR-         -11.65  (seconds)                    DEFLEC99
 SY5306  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 SY5306
 SY5306  HORZ ORDER  -  SECOND
 SY5306
 SY5306.The horizontal coordinates were established by classical geodetic methods
 SY5306.and adjusted by the National Geodetic Survey in December 1991..
 SY5306
 SY5306.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5306
 SY5306.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5306
 SY5306.The geoid height was determined by GEOID03.
 SY5306
 SY5306;                    North         East     Units Scale Factor Converg.
 SY5306;SPC WA N     -    65,280.346   372,916.116   MT  0.99998692   -1 15 27.7
 SY5306;SPC WA N     -   214,173.94  1,223,475.62   sFT  0.99998692   -1 15 27.7
 SY5306;UTM  10      - 5,269,131.215   535,902.850   MT  0.99961584   +0 21 08.6
 SY5306
 SY5306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5306!SPC WA N     -   1.00000321  x   0.99998692  =   0.99999013
 SY5306!UTM  10      -   1.00000321  x   0.99961584  =   0.99961905
 SY5306
 SY5306:                Primary Azimuth Mark                     Grid Az
 SY5306:SPC WA N     -  ORCHARD                                  215 27 13.9
 SY5306:UTM  10      -  ORCHARD                                  213 50 37.6
 SY5306
 SY5306|---------------------------------------------------------------------|
 SY5306| PID    Reference Object                     Distance      Geod. Az  |
 SY5306|                                                           dddmmss.s |
 SY5306| SY5298 ORCHARD                             APPROX. 1.3 KM 2141146.2 |
 SY5306|---------------------------------------------------------------------|
 SY5306
 SY5306                          SUPERSEDED SURVEY CONTROL
 SY5306
 SY5306  NAD 83(1986)-  47 34 28.56184(N)    122 31 21.40340(W) AD(       ) 2
 SY5306  NAD 27      -  47 34 29.21185(N)    122 31 16.93274(W) AD(       ) 2
 SY5306  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 SY5306
 SY5306.Superseded values are not recommended for survey control.
 SY5306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5306.See file dsdata.txt to determine how the superseded data were derived.
 SY5306
 SY5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3590369131(NAD 83)
 SY5306_MARKER: DS = TRIANGULATION STATION DISK
 SY5306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5306_STAMPING: BEANS 1974
 SY5306_MARK LOGO: NOS   
 SY5306_PROJECTION: FLUSH
 SY5306_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5306+STABILITY: SURFACE MOTION
 SY5306
 SY5306  HISTORY     - Date     Condition        Report By
 SY5306  HISTORY     - 1974     MONUMENTED       NGS
 SY5306  HISTORY     - 19800101 GOOD             NOS
 SY5306
 SY5306                          STATION DESCRIPTION
 SY5306
 SY5306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 SY5306'LOCATED ABOUT 1-3/4 MILES NORTHEAST OF THE TOWN OF MANCHESTER, ON
 SY5306'THE NORTH SHORE OF RICH PASSAGE, ON THE SOUTHERNMOST TIP OF
 SY5306'BAINBRIDGE ISLAND AND ON BEANS POINT.
 SY5306'
 SY5306'THE STATION IS A STANDARD DISK STAMPED BEANS 1974 CEMENTED IN THE
 SY5306'CENTER OF THE TOP OF THE NORTHEAST ONE OF THREE CONCRETE BLOCKS
 SY5306'THAT ARE 4 FEET BY 5 FEET BY 2 FEET HIGH.  64.6 METERS SOUTH OF
 SY5306'THE SOUTH CORNER OF THE EASTERNMOST ONE OF THREE BARRACKS-TYPE
 SY5306'BUILDINGS, 21.0 METERS NORTH OF THE NORTH ONE OF TWO OFFSHORE,
 SY5306'ROCK-FILLED WOODEN CRIBS, 10 METERS SOUTH OF THE MEAN HIGH
 SY5306'WATERLINE AND ON THE ROCKY BEACH.  THE MARK IS AWASH AT THE
 SY5306'HIGHER TIDES.  NO OTHER MARKS WERE SET.
 SY5306
 SY5306                          STATION RECOVERY (1980)
 SY5306
 SY5306'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (AJP)
 SY5306'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY R.B.MELBY
 SY5306'IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2283 ***********************************************************************
 SC2283  DESIGNATION -  BEAR
 SC2283  PID         -  SC2283
 SC2283  STATE/COUNTY-  WA/PACIFIC
 SC2283  USGS QUAD   -  CHINOOK (1984)
 SC2283
 SC2283                         *CURRENT SURVEY CONTROL
 SC2283  ___________________________________________________________________
 SC2283* NAD 83(1991)-  46 22 05.15302(N)    123 54 54.78385(W)     ADJUSTED  
 SC2283* NAVD 88     -       412.8    (meters)    1354.     (feet)  VERTCON   
 SC2283  ___________________________________________________________________
 SC2283  LAPLACE CORR-          17.50  (seconds)                    DEFLEC99
 SC2283  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SC2283
 SC2283  HORZ ORDER  -  FIRST
 SC2283
 SC2283.The horizontal coordinates were established by classical geodetic methods
 SC2283.and adjusted by the National Geodetic Survey in December 1991..
 SC2283
 SC2283.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2283
 SC2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2283
 SC2283.The geoid height was determined by GEOID03.
 SC2283
 SC2283;                    North         East     Units Scale Factor Converg.
 SC2283;SPC WA S     -   120,701.449   237,308.435   MT  0.99992174   -2 28 50.9
 SC2283;SPC WA S     -   396,001.34    778,569.42   sFT  0.99992174   -2 28 50.9
 SC2283;UTM  10      - 5,135,353.991   429,604.119   MT  0.99966091   -0 39 44.8
 SC2283
 SC2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2283!SPC WA S     -   0.99993898  x   0.99992174  =   0.99986072
 SC2283!UTM  10      -   0.99993898  x   0.99966091  =   0.99959991
 SC2283
 SC2283:                Primary Azimuth Mark                     Grid Az
 SC2283:SPC WA S     -  CHUCK                                    143 50 41.5
 SC2283:UTM  10      -  CHUCK                                    142 01 35.4
 SC2283
 SC2283|---------------------------------------------------------------------|
 SC2283| PID    Reference Object                     Distance      Geod. Az  |
 SC2283|                                                           dddmmss.s |
 SC2283| SC2310 CHUCK                               APPROX. 1.6 KM 1412150.6 |
 SC2283| SC2311 BEAR RM 4                            27.138 METERS 14940     |
 SC2283| CE2915 BEAR AZ MK                                         1563746.6 |
 SC2283| CE2916 BEAR RM 3                            22.854 METERS 29629     |
 SC2283|---------------------------------------------------------------------|
 SC2283
 SC2283                          SUPERSEDED SURVEY CONTROL
 SC2283
 SC2283  NAD 83(1991)-  46 22 05.15267(N)    123 54 54.78353(W) AD(       ) 1
 SC2283  NAD 83(1986)-  46 22 05.15633(N)    123 54 54.76237(W) AD(       ) 1
 SC2283  NAD 27      -  46 22 05.79252(N)    123 54 50.20410(W) AD(       ) 1
 SC2283  NGVD 29 (07/19/86)  411.8    (m)         1351.     (f) VERT ANG       
 SC2283
 SC2283.Superseded values are not recommended for survey control.
 SC2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2283.See file dsdata.txt to determine how the superseded data were derived.
 SC2283
 SC2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2960435354(NAD 83)
 SC2283_MARKER: DS = TRIANGULATION STATION DISK
 SC2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2283_MARK LOGO: CGS   
 SC2283_PROJECTION: FLUSH
 SC2283_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2283+STABILITY: SURFACE MOTION
 SC2283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2283+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1982
 SC2283
 SC2283  HISTORY     - Date     Condition        Report By
 SC2283  HISTORY     - 1911     MONUMENTED       CGS
 SC2283  HISTORY     - 1936     GOOD             USE
 SC2283  HISTORY     - 1938     GOOD             CGS
 SC2283  HISTORY     - 1953     GOOD             CGS
 SC2283  HISTORY     - 1958     GOOD             CGS
 SC2283  HISTORY     - 1976     GOOD             WA-049
 SC2283  HISTORY     - 19820422 GOOD             NGS
 SC2283
 SC2283                          STATION DESCRIPTION
 SC2283
 SC2283'DESCRIBED BY US ENGINEERS 1936
 SC2283'STATION AND ALL THREE REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 SC2283'
 SC2283'STATION MARK IS STANDARD U.S.C. AND G.S. TABLET CEMENTED ON TOP OF
 SC2283'LARGE ROCK.
 SC2283'
 SC2283'FROM NASELLE PROCEED NW ON U.S. HIGHWAY 830 FOR 5.3 MILES TO ITS
 SC2283'JUNCTION WITH U.S. HIGHWAY 101, TURN LEFT, FOLLOW U.S. HIGHWAY 101 S
 SC2283'FOR 8.7 MILES (TO A POINT WHICH IS 1.0 MILE N OF BRIDGE OVER BEAR
 SC2283'RIVER) TURN LEFT ON OLD PLANK ROAD, FOLLOW 1/2 MILE TO FARMHOUSE
 SC2283'OF MR. BOULE, LEAVE TRUCK AND PROCEED ON FOOT ABOUT 1 MILE SE ON
 SC2283'SAME PLANK ROAD (TO END OF ROAD).  AT THIS POINT FOLLOW BLAZED
 SC2283'TRAIL WHICH TAKES OFF TO RIGHT UP STEEP RIDGE, CROSS RAVINE THEN
 SC2283'CLIMB HIGHER RIDGE.  AT TOP OF HIGH RIDGE, TRAIL TURNS TO LEFT
 SC2283'FOR DISTANCE OF ABOUT 1/2 MILES TO HIGH POINT.  STATION IS AT
 SC2283'END OF BLAZED TRAIL IN GROVE OF HIGH TREES.
 SC2283
 SC2283                          STATION RECOVERY (1938)
 SC2283
 SC2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WMS)
 SC2283'THIS STATION WAS NOT USED IN THE 1938 AND 1939 SCHEME.  AN AZIMUTH
 SC2283'AND DISTANCE CONNECTION WAS MADE TO BRUIN (U.S.E. 1937) BY THE U.S.
 SC2283'ENGINEERS.  OUR DISTANCE MEASUREMENT BRUIN (U.S.E.) TO BEAR IS
 SC2283'160.10 FEET AS AGAINST UNITED STATES ARMY ENGINEERS VALUE OF 160.32
 SC2283'FEET.
 SC2283
 SC2283                          STATION RECOVERY (1953)
 SC2283
 SC2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SC2283'THE STATION MARK, AN OLD-TYPE CONCAVE MARK, WAS THE ONLY MARK
 SC2283'RECOVERED AND IT WAS FOUND TO BE IN GOOD CONDITION.  REFERENCE MARKS
 SC2283'3 AND 4, AND AN AZIMUTH MARK WERE ESTABLISHED THIS YEAR.
 SC2283'
 SC2283'THE STATION IS LOCATED ON THE CREST OF A HIGH TIMBERED RIDGE THAT
 SC2283'LIES IN AN EAST-WEST DIRECTION, THE PROPERTY BELONGING TO THE
 SC2283'WEYERHAUSER TIMBER COMPANY.  THE RIDGE RISES TO A HIGHER ELEVATION
 SC2283'ABOUT 0.5 MILE EAST OF THE STATION.  IT IS ABOUT 8 MILES NORTH
 SC2283'NORTHWEST OF MOGLER, 6.5 MILES EAST NORTHEAST OF LONG BEACH AND
 SC2283'4.5 MILES SOUTH OF NASELLE.
 SC2283'
 SC2283'STATION WAS REACHED FROM THE POST OFFICE IN LONG BEACH BY DRIVING
 SC2283'EAST 0.05 MILE TO JUNCTION.  TURN RIGHT ONTO STATE HIGHWAY 12A AND
 SC2283'DRIVE SOUTH FOR 2.35 MILES TO ITS JUNCTION WITH U.S. HIGHWAY 101.
 SC2283'TURN LEFT AND CONTINUE EAST ON U.S. HIGHWAY 101 FOR 5.15 MILES TO
 SC2283'BRIDGE OVER BEAR RIVER.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 101
 SC2283'FOR 1.35 MILES TO A ROAD RIGHT AND A BRIDGE OVER A SLOUGH.  TURN
 SC2283'RIGHT, CROSS BRIDGE, AND DRIVE EAST FOR 0.55 MILE TO Y-FORKS.
 SC2283'KEEP LEFT FORK, UPGRADE, AND DRIVE EAST FOR 1.7 MILES TO AN OLD
 SC2283'LANDING AND A Y-FORK.  KEEP RIGHT FORK AND CONTINUE UP STEEP GRADE
 SC2283'ON OLD LOGGING ROAD FOR ABOUT 0.6 MILE TO A SADDLE IN THE CREST OF
 SC2283'THE RIDGE.  TURN LEFT AND CONTINUE OLD ROAD ALONG CREST OF RIDGE
 SC2283'FOR 0.3 MILE TO END OF ROAD AND STATION.  A 4-WHEEL DRIVE VEHICLE
 SC2283'CAN BE DRIVEN TO THE STATION IN DRY WEATHER.
 SC2283'
 SC2283'REFERENCE MARK 3, STAMPED BEAR NO 3 1911, IS A STANDARD DISK THAT IS
 SC2283'BRAZED IN THE TOP OF AN IRON PIPE 2 INCHES IN DIAMETER.  THE MARK
 SC2283'PROJECTS 10 INCHES ABOVE THE GROUND.
 SC2283'
 SC2283'REFERENCE MARK 4, STAMPED BEAR NO 4 1911, IS A STANDARD DISK BRAZED
 SC2283'IN THE TOP OF A CAST IRON PIPE 2 INCHES IN DIAMETER.  THE MARK
 SC2283'PROJECTS 5 INCHES ABOVE THE GROUND.
 SC2283'
 SC2283'AZIMUTH MARK, STAMPED BEAR 1911, IS A STANDARD DISK BRAZED IN THE TOP
 SC2283'OF A CAST IRON PIPE 2 INCHES IN DIAMETER AND PROJECTS 12 INCHES
 SC2283'ABOVE THE GROUND.  THE MARK IS ABOUT 150 FEET EAST NORTHEAST OF OLD
 SC2283'ROAD, 12 FEET SOUTHWEST OF A HEMLOCK TREE ABOUT 30 INCHES IN
 SC2283'DIAMETER, THAT HAS A LARGE TRIANGULAR BLAZE, AND 0.2 MILE SOUTH
 SC2283'SOUTHEAST OF STATION.
 SC2283'
 SC2283'OBSERVATIONS WERE MADE FROM A 103 FOOT STEEL TOWER.
 SC2283
 SC2283                          STATION RECOVERY (1958)
 SC2283
 SC2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRJ)
 SC2283'RECOVERED IN GOOD CONDITION, ABOUT 7 MILES NORTH OF CHINCOK, ABOUT
 SC2283'7-1/2 MILES EAST-NORTHEAST OF LONG BENCH, ON THE CREST OF A
 SC2283'NORTHWEST-SOUTHEAST RIDGE, KNOWN AS THE BEAR RIVER RIDGE, IN A
 SC2283'SMALL CLEARING ON THE HIGH TIMBERED RIDGE, 4 FEET SOUTH OF A
 SC2283'WITNESS POST.
 SC2283'
 SC2283'TO REACH FROM FIRST STREET AND SPRUCE STREET IN ILWACO, GO NORTH
 SC2283'ON U.S. HIGHWAY 101 FOR 0.7 MILE, TO A ROAD FORK, TAKE RIGHT FORK
 SC2283'(STRAIGHT AHEAD) GO NORTH FOR 0.9 MILE, TO A CROSSROADS, TURN
 SC2283'RIGHT, (EAST) GO 6.2 MILES ALONG U.S. 101 TOWARD RAYMOND, CROSSING
 SC2283'THE BEAR RIVER BRIDGE AND TURN RIGHT ON A SIDE ROAD OVER A SLOUGH,
 SC2283'GO EAST ON MAIN DIRT ROAD FOR 0.5 MILE, TO A ROAD FORK, TAKE
 SC2283'LEFT FORK (UPHILL) GO 0.7 MILE, TO A ROAD FORK AND TURN
 SC2283'AROUND, END OF TRUCK TRAVEL, TAKE RIGHT FORK OF TRAIL AND PACK,
 SC2283'EASTERLY UP THE RIDGE AND FOLLOW TRAIL INTO TIMBER TO A SADDLE,
 SC2283'SWING ALONG TRAIL NORTHEASTWARD TO TOP OF RIDGE AND STATION (AN HOUR
 SC2283'PACK).
 SC2283'
 SC2283'THE STATION IS AN OLD-TYPE CONCAVE DISK, NOT STAMPED, SET IN THE TOP
 SC2283'OF A SMALL BOULDER, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE
 SC2283'GROUND.
 SC2283'
 SC2283'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEAR NO 3 1911 BRAZED TO
 SC2283'THE TOP OF A 2-INCH CAST IRON PIPE, PROJECTING ABOUT 10 INCHES ABOVE
 SC2283'THE GROUND.
 SC2283'
 SC2283'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEAR NO 4 1911 BRAZED TO
 SC2283'THE TOP OF A 2-INCH, CAST IRON PIPE, PROJECTING ABOUT 5 INCHES ABOVE
 SC2283'THE GROUND.
 SC2283'
 SC2283'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEAR 1911 BRAZED TO THE
 SC2283'TOP OF A 2-INCH CAST IRON PIPE, PROJECTING 12 INCHES ABOVE THE
 SC2283'GROUND.  IT IS ABOUT 150 FEET EAST OF THE TRAIL TO THE STATION, 12
 SC2283'FEET NORTHWEST OF A HEMLOCK TREE WITH A LARGE TRIANGULAR BLAZE,
 SC2283'ABOUT 5.2 MILE SOUTH-SOUTHEAST OF THE STATION.
 SC2283
 SC2283                          STATION RECOVERY (1976)
 SC2283
 SC2283'RECOVERY NOTE BY PACIFIC COUNTY WASHINGTON 1976
 SC2283'RECOVERED IN GOOD CONDITION ABOUT 7 MILES NORTH OF CHINOOK, ABOUT
 SC2283'7-1/2 MILES EAST-NORTHEAST OF LONG BEACH, ON THE CREST OF A
 SC2283'NORTHWEST-SOUTHWEST RIDGE KNOWN AS BEAR RIVER RIDGE.
 SC2283'
 SC2283'TO REACH THE STATION GO EAST FROM THE INTERSECTION OF STATE ROAD 101
 SC2283'AND 101 ALTERNATE ON ITS NORTH END, GO 4.17 MILES TOWARD RAYMOND,
 SC2283'CROSS THE BEAR RIVER BRIDGE CONTINUING ALONG THE HIGHWAY TO A
 SC2283'LOGGING ROAD ON THE RIGHT, TURN RIGHT CROSSING A SMALL SLOUGH
 SC2283'CONTINUE ON LOGGING ROAD .21 MILE TO A ROAD FORK TURN RIGHT,
 SC2283'THEN GO .29 MILE TO A ROAD FORK TURN LEFT, THEN GO .11 MILE TURN
 SC2283'RIGHT THEN .38 MILE TURN LEFT, THEN GO 1.22 MILE UP HILL TO A MAIN
 SC2283'ROAD FORK TAKE LEFT FORK CONTINUING UP HILL, THEN .93 MILE TURN
 SC2283'LEFT CONTINUING UP HILL, THEN GO .21 MILE TO A ROAD FORK TURN LEFT,
 SC2283'THEN GO .28 MILE TO A FORK, CONTINUE STRAIGHT, THEN GO .03 MILE,
 SC2283'TURN LEFT, THEN GO .55 MILE TO A ROAD FORK TURN RIGHT, THEN GO .13
 SC2283'MILE TURN LEFT, GO .07 MILE TURN RIGHT UP HILL CONTINUE STRAIGHT
 SC2283'FOR .18 MILE AND STATION ON LEFT, 60 FEET WEST OF ROAD AND ABOUT 5
 SC2283'FEET LOWER THAN ROAD.
 SC2283'
 SC2283'STATION MARK IS TABALOID BRASS WITH THE MARKINGS USC AND G SET IN A
 SC2283'CONE SHAPED MASS OF CONCRETE 10 INCHES ON BASE AND 8 INCHES HIGH.  A
 SC2283'WITNESS POST AND SIGN WHERE PLACED 3 FEET NORTH OF STATION.
 SC2283'
 SC2283'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BEAR NO 4 1911 BRAZED
 SC2283'TO THE TOP OF A 2 INCH CAST IRON PIPE.
 SC2283'
 SC2283'REFERENCE MARK NO. 3 WAS SEARCHED FOR BUT WAS NOT FOUND.  AREA IN
 SC2283'REFERENCE MARK HAS BEEN LEVELED BY BULLDOZING.
 SC2283'
 SC2283'AZIMUTH MARK WAS NOT FOUND.
 SC2283'
 SC2283'PACIFIC COUNTY CONTROL STATION CHUCK IS LOCATED 1.01 MILES FROM
 SC2283'STATION, ON THE HIGHEST PEAK TO THE SOUTH.
 SC2283
 SC2283                          STATION RECOVERY (1982)
 SC2283
 SC2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 SC2283'THE STATION IS LOCATED ABOUT 12.1 KM (7.50 MI) EAST-NORTHEAST OF LONG
 SC2283'BEACH, 11.3 KM (7.00 MI) NORTH OF CHINOCK AND ON THE SUMMIT OF A RIDGE
 SC2283'LOCALLY KNOWN AS THE BEAR RIVER RIDGE. TO REACH FROM THE JUNCTION OF
 SC2283'US HIGHWAY 101 AND STATE ROUTE 401, 6.44 KM (4.00 MI) EAST OF ILWACO,
 SC2283'GO EAST ON US HIGHWAY 101 FOR 6.76 KM (4.20 MI) , CROSSING THE BEAR
 SC2283'RIVER BRIDGE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTHEAST FOR
 SC2283'0.32 KM (0.20 MI) TO A FORK.  TAKE THE RIGHT FORK FOR 0.48 KM (0.30
 SC2283'MI) TO A FORK. TAKE THE LEFT FORK FOR 0.16 KM (0.10 MI) TO A FORK.
 SC2283'TAKE THE RIGHT FORK FOR 0.64 KM (0.40 MI) TO A FORK.  TAKE THE LEFT
 SC2283'FORK, UPHILL FOR 2.09 KM (1.30 MI) TO A FORK.  TAKE THE LEFT FORK AND
 SC2283'CONTINUE UPHILL FOR 1.45 KM (0.90 MI) TO A FORK.  TAKE THE LEFT FORK
 SC2283'FOR 0.32 KM (0.20 MI) TO A FORK.  TAKE THE LEFT FORK FOR 0.48 KM (0.30
 SC2283'MI) TO A FORK.  TAKE THE LEFT FORK FOR 0.97 KM (0.60 MI) TO A FORK.
 SC2283'TAKE THE RIGHT FORK FOR 0.16 KM (0.10 MI) THENCE LEFT FOR 0.16 KM
 SC2283'(0.10 MI) THENCE RIGHT FOR 0.32 KM (0.20 MI) TO THE TOP OF THE RIDGE
 SC2283'AND A TURN AROUND AREA AND THE STATION ON THE LEFT. THE MARK IS SET IN
 SC2283'THE TO OF A ROUND CONCRETE MONUMENT THAT IS 0.36 M (1.18 FT) IN
 SC2283'DIAMETER AND PROJECTS 0.20 M (0.66 FT) ABOVE THE GROUND SURFACE.  IT
 SC2283'IS 27.137 M (89.032 FT) NORTH-NORTHWEST OF REFERENCE MARK 4, 23.254 M
 SC2283'(76.292 FT) SOUTH-SOUTHWEST OF REFERENCE MARK 5, 18.3 M (60.0 FT) WEST
 SC2283'OF THE CENTER OF THE TURN AROUND AREA, 0.9 M (3.0 FT) SOUTH OF A METAL
 SC2283'WITNESS POST AND 0.9 M (3.0 FT) LOWER THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0940 ***********************************************************************
 TP0940  DESIGNATION -  BEAR
 TP0940  PID         -  TP0940
 TP0940  STATE/COUNTY-  WA/STEVENS
 TP0940  USGS QUAD   -  MARCUS (1979)
 TP0940
 TP0940                         *CURRENT SURVEY CONTROL
 TP0940  ___________________________________________________________________
 TP0940* NAD 83(1991)-  48 42 39.43379(N)    118 02 40.48818(W)     ADJUSTED  
 TP0940* NAVD 88     -       590.1    (meters)    1936.     (feet)  VERTCON   
 TP0940  ___________________________________________________________________
 TP0940  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 TP0940  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TP0940
 TP0940  HORZ ORDER  -  SECOND
 TP0940
 TP0940.The horizontal coordinates were established by classical geodetic methods
 TP0940.and adjusted by the National Geodetic Survey in December 1991..
 TP0940
 TP0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0940
 TP0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0940
 TP0940.The geoid height was determined by GEOID03.
 TP0940
 TP0940;                    North         East     Units Scale Factor Converg.
 TP0940;SPC WA N     -   193,952.948   705,190.494   MT  0.99999587   +2 04 34.6
 TP0940;SPC WA N     -   636,327.30  2,313,612.48   sFT  0.99999587   +2 04 34.6
 TP0940;UTM  11      - 5,395,851.064   423,156.190   MT  0.99967254   -0 47 05.7
 TP0940
 TP0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0940!SPC WA N     -   0.99991024  x   0.99999587  =   0.99990611
 TP0940!UTM  11      -   0.99991024  x   0.99967254  =   0.99958281
 TP0940
 TP0940|---------------------------------------------------------------------|
 TP0940| PID    Reference Object                     Distance      Geod. Az  |
 TP0940|                                                           dddmmss.s |
 TP0940| CF1918 BEAR RM 1                            24.125 METERS 02741     |
 TP0940| TP0935 MILLER IS                           APPROX. 5.9 KM 1925244.2 |
 TP0940| TP0949 KELLEY                              APPROX. 3.6 KM 2514100.9 |
 TP0940|---------------------------------------------------------------------|
 TP0940
 TP0940                          SUPERSEDED SURVEY CONTROL
 TP0940
 TP0940  NAD 83(1986)-  48 42 39.43494(N)    118 02 40.48642(W) AD(       ) 2
 TP0940  NAD 27      -  48 42 39.77600(N)    118 02 36.53400(W) AD(       ) 2
 TP0940  NGVD 29 (07/19/86)  588.9    (m)         1932.     (f) VERT ANG       
 TP0940
 TP0940.Superseded values are not recommended for survey control.
 TP0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0940.See file dsdata.txt to determine how the superseded data were derived.
 TP0940
 TP0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP2315695851(NAD 83)
 TP0940_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0940_SETTING: 66 = SET IN ROCK OUTCROP
 TP0940_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0940
 TP0940  HISTORY     - Date     Condition        Report By
 TP0940  HISTORY     - 1936     MONUMENTED       BOR
 TP0940  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0940
 TP0940                          STATION DESCRIPTION
 TP0940
 TP0940'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0940'LOCATED IN THE NE 1/4 SEC. 13, T. 37 N., R. 37 E. WM, ABOUT 50
 TP0940'FEET S OF SECTION LINE 12/13, 800 FEET W OF SECTION CORNER
 TP0940'12-7-13-18, ON THE SE EDGE OF A PROMINENT KNOB APPROXIMATELY 1/4
 TP0940'MILE W OF THE COLUMBIA RIVER OPPOSITE EVANS.
 TP0940'
 TP0940'TO REACH STATION FROM THE W END OF KETTLE FALLS BRIDGE, DRIVE N
 TP0940'ON U.S. HIGHWAY 395.  AT 3.10 TURN RIGHT OFF U.S. 395 ON DIRT
 TP0940'ROAD.  AT 3.60 CROSS KETTLE RIVER ONE-WAY BRIDGE.  AT 4.00 TAKE
 TP0940'RIGHT FORK.  AT 4.10 GO STRAIGHT AHEAD, ROAD COMES IN FROM LEFT.
 TP0940'AT 4.50 CROSS BRIDGE OVER SLOUGH.  AT 5.50 GO THROUGH UNDERPASS OF
 TP0940'GREAT NORTHERN RAILWAY.  AT 6.00 CROSS SLOUGH AGAIN AND BEAR
 TP0940'LEFT AT ROAD JUNCTION.  AT 6.9 TAKE RIGHT FORK ON MAIN ROAD.  AT
 TP0940'7.35 TAKE RIGHT FORK.  AT 7.55 FOLLOW STRAIGHT AHEAD AT ROAD
 TP0940'JUNCTION WITH WYE TO LEFT.  AT 7.80 KEEP STRAIGHT AHEAD AT ROAD
 TP0940'JUNCTION.  AT 8.70 TAKE LEFT FORK.  AT 8.85 TURN LEFT UP DRAW.  AT
 TP0940'9.00 GO THROUGH GATE.  AT 9.15 GO BETWEEN BUILDINGS AND
 TP0940'BEAR LEFT THROUGH ORCHARD TOWARD KNOB.  AT 9.40 LEAVE CAR AT
 TP0940'FENCE CORNER AND HIKE TO STATION ON ROUNDED KNOB ABOUT 300
 TP0940'YARDS NE.
 TP0940'
 TP0940'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 21B,
 TP0940'RESPECTIVELY.
 TP0940'
 TP0940'HEIGHT OF STAND ABOVE STATION MARK 1.25 METERS.
 TP0940
 TP0940                          STATION RECOVERY (1947)
 TP0940
 TP0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0940'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 TP0940'AS DESCRIBED BY THE U.S.B.R. IN 1936.  DUE TO CHANGES IN THE
 TP0940'LOCALITY A NEW DESCRIPTION FOLLOWS--
 TP0940'
 TP0940'STATION IS LOCATED ABOUT 8.0 MILES N OF KETTLE FALLS, ABOUT 2.0
 TP0940'MILES E OF EVANS, AND ABOUT 0.3 MILE W OF ROOSEVELT LAKE.  IT IS
 TP0940'IN THE NE 1/4 SEC. 13, T. 37 N., R. 37 E. WM, ON THE SE EDGE OF A
 TP0940'PROMINENT KNOB, AND ABOUT 200 FEET W OF A MINE SHAFT.  A 4-FOOT
 TP0940'WOODEN STAND ANCHORED IN A ROCK CAIRN WAS ERECTED OVER THE
 TP0940'STATION.
 TP0940'
 TP0940'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK, STAMPED
 TP0940'BEAR 1936, AND IS SET ACCORDING TO NOTE 3.
 TP0940'
 TP0940'R.M. 1 IS A CHISELED CROSS INSIDE A TRIANGLE ON A BOULDER.  IT IS
 TP0940'N OF THE STATION.
 TP0940'
 TP0940'TO REACH THE STATION FROM THE W END OF THE KETTLE FALLS BRIDGE
 TP0940'(ABOUT 3.0 MILES W OF KETTLE FALLS), PROCEED N ALONG U.S. HIGHWAY
 TP0940'395 FOR 3.3 MILES, TURN RIGHT ON GRAVEL ROAD AND GO 0.15 MILE TO
 TP0940'E END OF BRIDGE OVER THE KETTLE RIVER, CONTINUE FOR 0.65 MILE AND
 TP0940'TAKE RIGHT FORK, FOLLOW THIS GRAVEL ROAD N ALONG THE W SIDE OF
 TP0940'THE LAKE FOR 2.55 MILES TO CROSSROADS, CONTINUE STRAIGHT AHEAD
 TP0940'AND GO 1.1 MILES, TURN LEFT ON DIM DIRT ROAD AND GO 0.25 MILE TO
 TP0940'ABANDONED BUILDINGS ON RIGHT, PROCEED N ALONG THE W SIDE OF AN OLD
 TP0940'ORCHARD TO AN E-W FENCE LINE AND END OF TRUCK TRAVEL.  PACK N
 TP0940'TO SUMMIT OF KNOB E OF A SADDLE WHICH SEPARATES THE KNOB FROM A
 TP0940'HIGHER HILL TO THE W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1384 ***********************************************************************
 TP1384  DESIGNATION -  BEAR
 TP1384  PID         -  TP1384
 TP1384  STATE/COUNTY-  WA/FERRY
 TP1384  USGS QUAD   -  CENTRAL PEAK (1993)
 TP1384
 TP1384                         *CURRENT SURVEY CONTROL
 TP1384  ___________________________________________________________________
 TP1384* NAD 83(1991)-  48 21 34.64503(N)    118 45 40.71348(W)     ADJUSTED  
 TP1384* NAVD 88     -      1150.     (meters)    3773.     (feet)  SCALED    
 TP1384  ___________________________________________________________________
 TP1384  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 TP1384  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 TP1384
 TP1384  HORZ ORDER  -  THIRD
 TP1384
 TP1384.The horizontal coordinates were established by classical geodetic methods
 TP1384.and adjusted by the National Geodetic Survey in December 1991..
 TP1384
 TP1384.The orthometric height was scaled from a topographic map.
 TP1384
 TP1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1384
 TP1384.The geoid height was determined by GEOID03.
 TP1384
 TP1384;                    North         East     Units Scale Factor Converg.
 TP1384;SPC WA N     -   153,234.558   653,521.775   MT  0.99995114   +1 32 33.6
 TP1384;SPC WA N     -   502,737.05  2,144,096.02   sFT  0.99995114   +1 32 33.6
 TP1384;UTM  11      - 5,357,771.019   369,532.350   MT  0.99980914   -1 18 59.3
 TP1384
 TP1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1384!SPC WA N     -   0.99982267  x   0.99995114  =   0.99977382
 TP1384!UTM  11      -   0.99982267  x   0.99980914  =   0.99963184
 TP1384
 TP1384|---------------------------------------------------------------------|
 TP1384| PID    Reference Object                     Distance      Geod. Az  |
 TP1384|                                                           dddmmss.s |
 TP1384| CS4844 BEAR RM 2                             3.856 METERS 02828     |
 TP1384| TP1070 CODY                                APPROX. 7.6 KM 1052803.6 |
 TP1384| CS4845 BEAR RM 3                             2.740 METERS 10528     |
 TP1384| CS4843 BEAR RM 1                             6.175 METERS 27928     |
 TP1384|---------------------------------------------------------------------|
 TP1384
 TP1384                          SUPERSEDED SURVEY CONTROL
 TP1384
 TP1384  NAD 83(1986)-  48 21 34.65478(N)    118 45 40.71171(W) AD(       ) 3
 TP1384
 TP1384.Superseded values are not recommended for survey control.
 TP1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1384.See file dsdata.txt to determine how the superseded data were derived.
 TP1384
 TP1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP6953257771(NAD 83)
 TP1384_MARKER: DS = TRIANGULATION STATION DISK
 TP1384_SETTING: 66 = SET IN ROCK OUTCROP
 TP1384_SP_SET: SET IN BEDROCK
 TP1384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1384+STABILITY: POSITION/ELEVATION WELL
 TP1384
 TP1384  HISTORY     - Date     Condition        Report By
 TP1384  HISTORY     - 1945     MONUMENTED       USGS
 TP1384
 TP1384                          STATION DESCRIPTION
 TP1384
 TP1384'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 TP1384'NOT OCCUPIED.
 TP1384'
 TP1384'LOCATED ABOUT 7 MI S. OF WEST FORK SETTLEMENT, ABOUT 1 MI W. OF
 TP1384'SAN POIL RIVER.  ON BARE ROCKY TOP, HIGHEST POINT BETWEEN ANDERSON
 TP1384'AND BEAR CREEKS.
 TP1384'
 TP1384'TO REACH FROM REPUBLIC POST OFFICE, DRIVE 21.55 MI S. ON STATE
 TP1384'HWY. 4.  CLIMB HIGH TOP SW. TO HIGHEST POINT AND STATION.
 TP1384'
 TP1384'STATION MARK--STANDARD TABLET STAMPED---BEAR 1945---, CEMENTED IN
 TP1384'SOLID ROCK.
 TP1384'
 TP1384'RM 1--CHISELED CROSS IN ROCK.
 TP1384'
 TP1384'RM 2--CHISELED CROSS IN ROCK.
 TP1384'
 TP1384'RM 3--CHISELED CROSS IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0679 ***********************************************************************
 TQ0679  DESIGNATION -  BEAR PAW
 TQ0679  PID         -  TQ0679
 TQ0679  STATE/COUNTY-  WA/WHATCOM
 TQ0679  USGS QUAD   -  GLACIER (1989)
 TQ0679
 TQ0679                         *CURRENT SURVEY CONTROL
 TQ0679  ___________________________________________________________________
 TQ0679* NAD 83(1991)-  48 58 02.89941(N)    121 57 39.55875(W)     ADJUSTED  
 TQ0679* NAVD 88     -      1671.8    (meters)    5485.     (feet)  VERTCON   
 TQ0679  ___________________________________________________________________
 TQ0679  LAPLACE CORR-          15.82  (seconds)                    DEFLEC99
 TQ0679  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TQ0679
 TQ0679  HORZ ORDER  -  THIRD
 TQ0679
 TQ0679.The horizontal coordinates were established by classical geodetic methods
 TQ0679.and adjusted by the National Geodetic Survey in December 1991..
 TQ0679
 TQ0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0679
 TQ0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0679
 TQ0679.The geoid height was determined by GEOID03.
 TQ0679
 TQ0679;                    North         East     Units Scale Factor Converg.
 TQ0679;SPC WA N     -   219,366.810   417,432.350   MT  1.00005248   -0 50 22.4
 TQ0679;SPC WA N     -   719,705.94  1,369,525.97   sFT  1.00005248   -0 50 22.4
 TQ0679;UTM  10      - 5,424,359.960   576,044.827   MT  0.99967104   +0 47 01.7
 TQ0679
 TQ0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0679!SPC WA N     -   0.99974104  x   1.00005248  =   0.99979350
 TQ0679!UTM  10      -   0.99974104  x   0.99967104  =   0.99941216
 TQ0679
 TQ0679|---------------------------------------------------------------------|
 TQ0679| PID    Reference Object                     Distance      Geod. Az  |
 TQ0679|                                                           dddmmss.s |
 TQ0679| CS4963 BEAR PAW RM 2                        12.037 METERS 01614     |
 TQ0679| TQ0685 GROAT                               APPROX.20.3 KM 1811601.3 |
 TQ0679| CS4962 BEAR PAW RM 1                        17.505 METERS 19534     |
 TQ0679|---------------------------------------------------------------------|
 TQ0679
 TQ0679                          SUPERSEDED SURVEY CONTROL
 TQ0679
 TQ0679  NAD 83(1986)-  48 58 02.91243(N)    121 57 39.57402(W) AD(       ) 3
 TQ0679  NGVD 29 (12/03/90) 1670.5    (m)         5481.     (f) VERT ANG       
 TQ0679
 TQ0679.Superseded values are not recommended for survey control.
 TQ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0679.See file dsdata.txt to determine how the superseded data were derived.
 TQ0679
 TQ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV7604524360(NAD 83)
 TQ0679_MARKER: DS = TRIANGULATION STATION DISK
 TQ0679_SETTING: 80 = SET IN A BOULDER
 TQ0679_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TQ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0679+STABILITY: SURFACE MOTION
 TQ0679
 TQ0679  HISTORY     - Date     Condition        Report By
 TQ0679  HISTORY     - 1950     MONUMENTED       USGS
 TQ0679
 TQ0679                          STATION DESCRIPTION
 TQ0679
 TQ0679'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 TQ0679'LOCATED ABOUT 5.5 MI N. OF GLACIER.  ON NORTH END OF PROMINENT,
 TQ0679'GRASSY TOP WITH SCATTERED TREES ON SOUTH END AND ON ABRUPT ROCK
 TQ0679'FACE ON EAST SIDE.
 TQ0679'
 TQ0679'REACHED BY HELICOPTER.
 TQ0679'
 TQ0679'STATION MARK--STANDARD TABLET STAMPED---BEAR PAW 1950---, CEMENTED
 TQ0679'IN DRILL HOLE IN ROCK SET FLUSH WITH GROUND.
 TQ0679'
 TQ0679'RM 1--STANDARD RM TABLET STAMPED---BEAR PAW NO 1 1950---, CEMENTED
 TQ0679'IN DRILL HOLE IN NATURALLY EMBEDDED BOULDER PROJECTING ABOUT 18
 TQ0679'INCHES ABOVE GROUND.
 TQ0679'
 TQ0679'RM 2--STANDARD RM TABLET STAMPED---BEAR PAW NO 2 1950---, CEMENTED
 TQ0679'IN DRILL HOLE IN EMBEDDED BOULDER PROJECTING 8 INCHES ABOVE
 TQ0679'GROUND.
 TQ0679'
 TQ0679'NOTE--FORM 9-1165, 10/77.  ROCK STATION SET IN IS UNSTABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0437 ***********************************************************************
 SD0437  DESIGNATION -  BEARDS 1940
 SD0437  PID         -  SD0437
 SD0437  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0437  USGS QUAD   -  GRAYLAND (1994)
 SD0437
 SD0437                         *CURRENT SURVEY CONTROL
 SD0437  ___________________________________________________________________
 SD0437* NAD 83(1991)-  46 52 02.36612(N)    124 02 39.69463(W)     ADJUSTED  
 SD0437* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SD0437  ___________________________________________________________________
 SD0437  LAPLACE CORR-          14.22  (seconds)                    DEFLEC99
 SD0437  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 SD0437
 SD0437  HORZ ORDER  -  THIRD
 SD0437
 SD0437.The horizontal coordinates were established by classical geodetic methods
 SD0437.and adjusted by the National Geodetic Survey in December 1991..
 SD0437
 SD0437.The orthometric height was scaled from a topographic map.
 SD0437
 SD0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0437
 SD0437.The geoid height was determined by GEOID03.
 SD0437
 SD0437;                    North         East     Units Scale Factor Converg.
 SD0437;SPC WA S     -   176,574.735   229,874.344   MT  0.99992671   -2 34 28.6
 SD0437;SPC WA S     -   579,312.28    754,179.41   sFT  0.99992671   -2 34 28.6
 SD0437;UTM  10      - 5,190,949.877   420,405.908   MT  0.99967786   -0 45 43.9
 SD0437
 SD0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0437!SPC WA S     -   1.00000316  x   0.99992671  =   0.99992987
 SD0437!UTM  10      -   1.00000316  x   0.99967786  =   0.99968102
 SD0437
 SD0437                          SUPERSEDED SURVEY CONTROL
 SD0437
 SD0437  NAD 83(1986)-  46 52 02.35902(N)    124 02 39.69095(W) AD(       ) 3
 SD0437  NAD 27      -  46 52 03.02800(N)    124 02 35.07900(W) AD(       ) 3
 SD0437
 SD0437.Superseded values are not recommended for survey control.
 SD0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0437.See file dsdata.txt to determine how the superseded data were derived.
 SD0437
 SD0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2040690950(NAD 83)
 SD0437_MARKER: Z = SEE DESCRIPTION
 SD0437_SETTING: 0 = UNSPECIFIED SETTING
 SD0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0437
 SD0437  HISTORY     - Date     Condition        Report By
 SD0437  HISTORY     - 1940     MONUMENTED       CGS
 SD0437  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SD0437
 SD0437                          STATION DESCRIPTION
 SD0437
 SD0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (GLB)
 SD0437'THIS INTERSECTION STATION IS LOCATED AT THE N SIDE OF THE MOUTH OF
 SD0437'BEARDSLEY SLOUGH, ABOUT 0.7 MILE E OF BAY CITY, 113 FEET N OF
 SD0437'MEAN HIGH-WATER LINE, 36 FEET S OF TREE LINE, AND 26 FEET W OF
 SD0437'SMALL CREEK.
 SD0437'
 SD0437'STATION MARK IS A STANDARD DISK, STAMPED BEARDS 1940, SET IN TOP
 SD0437'OF CONCRETE-FILLED 4-INCH IRON PIPE WHICH PROJECTS 2 FEET ABOVE
 SD0437'GROUND.  GROUND AT STATION IS ABOUT 1 FOOT ABOVE MEAN HIGH-WATER.
 SD0437'
 SD0437'A 6- BY 6-INCH WHITE PAINTED CEDAR POST SET 3 FEET E OF THE MARK
 SD0437'PROJECTING 2 FEET ABOVE GROUND IS AN AID TO FINDING STATION.
 SD0437'
 SD0437'THERE ARE NO REFERENCE MARKS.
 SD0437
 SD0437                          STATION RECOVERY (1967)
 SD0437
 SD0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SD0437'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1573 ***********************************************************************
 SX1573  DESIGNATION -  BEARHEAD
 SX1573  PID         -  SX1573
 SX1573  STATE/COUNTY-  WA/PIERCE
 SX1573  USGS QUAD   -  BEARHEAD MOUNTAIN (1986)
 SX1573
 SX1573                         *CURRENT SURVEY CONTROL
 SX1573  ___________________________________________________________________
 SX1573* NAD 83(1991)-  47 01 25.35709(N)    121 48 57.25066(W)     ADJUSTED  
 SX1573* NAVD 88     -      1857.1    (meters)    6093.     (feet)  VERTCON   
 SX1573  ___________________________________________________________________
 SX1573  LAPLACE CORR-           9.11  (seconds)                    DEFLEC99
 SX1573  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 SX1573
 SX1573  HORZ ORDER  -  THIRD
 SX1573
 SX1573.The horizontal coordinates were established by classical geodetic methods
 SX1573.and adjusted by the National Geodetic Survey in December 1991..
 SX1573
 SX1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1573
 SX1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1573
 SX1573.The geoid height was determined by GEOID03.
 SX1573
 SX1573;                    North         East     Units Scale Factor Converg.
 SX1573;SPC WA S     -   188,723.319   399,972.224   MT  0.99994389   -0 57 21.1
 SX1573;SPC WA S     -   619,169.76  1,312,242.20   sFT  0.99994389   -0 57 21.1
 SX1573;UTM  10      - 5,208,479.274   589,981.384   MT  0.99969951   +0 51 59.0
 SX1573
 SX1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1573!SPC WA S     -   0.99971213  x   0.99994389  =   0.99965603
 SX1573!UTM  10      -   0.99971213  x   0.99969951  =   0.99941172
 SX1573
 SX1573|---------------------------------------------------------------------|
 SX1573| PID    Reference Object                     Distance      Geod. Az  |
 SX1573|                                                           dddmmss.s |
 SX1573| CS4862 BEARHEAD RM 1                         3.907 METERS 03850     |
 SX1573| SC2769 VOIGHT                              APPROX.15.9 KM 2491544.2 |
 SX1573| CS4861 BEARHEAD RM 2                         3.124 METERS 32038     |
 SX1573|---------------------------------------------------------------------|
 SX1573
 SX1573                          SUPERSEDED SURVEY CONTROL
 SX1573
 SX1573  NAD 83(1986)-  47 01 25.36636(N)    121 48 57.25975(W) AD(       ) 3
 SX1573  NGVD 29 (11/26/90) 1855.9    (m)         6089.     (f) VERT ANG       
 SX1573
 SX1573.Superseded values are not recommended for survey control.
 SX1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1573.See file dsdata.txt to determine how the superseded data were derived.
 SX1573
 SX1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8998108479(NAD 83)
 SX1573_MARKER: DS = TRIANGULATION STATION DISK
 SX1573_SETTING: 80 = SET IN A BOULDER
 SX1573_SP_SET: PARTIALLY EXPOSED BOULDER
 SX1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1573+STABILITY: SURFACE MOTION
 SX1573
 SX1573  HISTORY     - Date     Condition        Report By
 SX1573  HISTORY     - 1955     MONUMENTED       USGS
 SX1573  HISTORY     - 1971     GOOD             USGS
 SX1573
 SX1573                          STATION DESCRIPTION
 SX1573
 SX1573'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 SX1573'LOCATED ABOUT 15 MI SE. OF ENUMCLAW, 3 MI N. OF CARBON ENTRANCE
 SX1573'TO RAINIER NATIONAL PARK ON BEARHEAD MOUNTAIN, 47 FT W. OF
 SX1573'NORTHWEST CORNER OF ABANDONED LO BUILDING, ON NORTHWEST END OF
 SX1573'TOP.
 SX1573'
 SX1573'TO REACH FROM CARBON RIVER PARK ENTRANCE, CONTINUE 2.2 MI E. ON
 SX1573'PARK RD. TO SUMMIT LAKE TRAIL LEFT.  FORD CARBON RIVER FOLLOWING
 SX1573'TRAIL ABOUT 8 MI NNE. TO BEARHEAD LO AND STATION.
 SX1573'
 SX1573'STATION MARK--STANDARD TABLET STAMPED---BEARHEAD 1955---, CEMENTED
 SX1573'IN DRILL HOLE IN LARGE SLOPING BOULDER OUTCROP.
 SX1573'
 SX1573'RM 1--STANDARD RM TABLET STAMPED---NO 1 1955---, CEMENTED IN DRILL
 SX1573'HOLE IN LARGE FLAT BOULDER AT NORTH EDGE OF RIDGE.
 SX1573'
 SX1573'RM 2--STANDARD RM TABLET STAMPED---NO 2 1955---, CEMENTED IN DRILL
 SX1573'HOLE IN ROCK OUTCROP ON RIDGE LINE.
 SX1573
 SX1573                          STATION RECOVERY (1971)
 SX1573
 SX1573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SX1573'RECOVERED AS DESCRIBED BY USGS.  RMS NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1578 ***********************************************************************
 SC1578  DESIGNATION -  BEAVER
 SC1578  PID         -  SC1578
 SC1578  STATE/COUNTY-  WA/THURSTON
 SC1578  USGS QUAD   -  MAYTOWN (1990)
 SC1578
 SC1578                         *CURRENT SURVEY CONTROL
 SC1578  ___________________________________________________________________
 SC1578* NAD 83(1991)-  46 52 53.31468(N)    122 59 30.24413(W)     ADJUSTED  
 SC1578* NAVD 88     -        74.     (meters)     243.     (feet)  VERTCON   
 SC1578  ___________________________________________________________________
 SC1578  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 SC1578  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SC1578
 SC1578  HORZ ORDER  -  THIRD
 SC1578
 SC1578.The horizontal coordinates were established by classical geodetic methods
 SC1578.and adjusted by the National Geodetic Survey in December 1991..
 SC1578
 SC1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1578
 SC1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1578
 SC1578.The geoid height was determined by GEOID03.
 SC1578
 SC1578;                    North         East     Units Scale Factor Converg.
 SC1578;SPC WA S     -   175,077.295   310,115.239   MT  0.99992796   -1 48 35.9
 SC1578;SPC WA S     -   574,399.43  1,017,436.41   sFT  0.99992796   -1 48 35.9
 SC1578;UTM  10      - 5,191,993.171   500,629.779   MT  0.99960000   +0 00 21.7
 SC1578
 SC1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1578!SPC WA S     -   0.99999170  x   0.99992796  =   0.99991966
 SC1578!UTM  10      -   0.99999170  x   0.99960000  =   0.99959170
 SC1578
 SC1578|---------------------------------------------------------------------|
 SC1578| PID    Reference Object                     Distance      Geod. Az  |
 SC1578|                                                           dddmmss.s |
 SC1578| CE2920 BEAVER RM 2                           8.473 METERS 08834     |
 SC1578| SC1579 CEDAR                               APPROX.10.2 KM 2675021.3 |
 SC1578| CE2919 BEAVER RM 1                           8.168 METERS 35106     |
 SC1578|---------------------------------------------------------------------|
 SC1578
 SC1578                          SUPERSEDED SURVEY CONTROL
 SC1578
 SC1578  NAD 83(1986)-  46 52 53.31533(N)    122 59 30.25498(W) AD(       ) 3
 SC1578  NAD 27      -  46 52 53.95426(N)    122 59 25.74078(W) AD(       ) 3
 SC1578  NGVD 29 (07/19/86)   73.     (m)          240.     (f) VERT ANG       
 SC1578
 SC1578.Superseded values are not recommended for survey control.
 SC1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1578.See file dsdata.txt to determine how the superseded data were derived.
 SC1578
 SC1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0063091993(NAD 83)
 SC1578_MARKER: DD = SURVEY DISK
 SC1578_SETTING: 0 = UNSPECIFIED SETTING
 SC1578
 SC1578  HISTORY     - Date     Condition        Report By
 SC1578  HISTORY     - 1941     MONUMENTED       USGS
 SC1578  HISTORY     - 1958     MARK NOT FOUND   AMS
 SC1578
 SC1578                          STATION DESCRIPTION
 SC1578
 SC1578'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 SC1578'LOCATED ABOUT 2.5 MI SW. OF MAYTOWN, ON LOW FLAT-TOPPED RIDGE.
 SC1578'
 SC1578'TO REACH FROM MAYTOWN, GO 1 MI W. ON MAIN STREET TO INTERSECTION
 SC1578'WITH MAIN N.-S. RD.  TURN LEFT 1 MI S. TO T-RD. W. (ERSKINE RD.).
 SC1578'TURN RIGHT ON ERSKINE RD. 1.3 MI W. CROSSING RR CONTINUING OVER
 SC1578'SUMMIT OF HILL TO T-RD. S.  TURN LEFT 0.2 MI S. TO 90 DEGREE TURN
 SC1578'IN RD.  LEAVE RD. AT TURN AND GO 100 FT. NE. TO STATION.
 SC1578'
 SC1578'STATION MARK--STANDARD TABLET STAMPED---BEAVER 1941---, CEMENTED IN
 SC1578'SANDSTONE POST SET IN EARTH.
 SC1578'
 SC1578'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN SANDSTONE
 SC1578'POST SET IN EARTH.
 SC1578'
 SC1578'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN SANDSTONE
 SC1578'POST SET IN EARTH.
 SC1578
 SC1578                          STATION RECOVERY (1958)
 SC1578
 SC1578'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 SC1578'REPORTED NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1349 ***********************************************************************
 TP1349  DESIGNATION -  BEAVER
 TP1349  PID         -  TP1349
 TP1349  STATE/COUNTY-  WA/OKANOGAN
 TP1349  USGS QUAD   -  LOUP LOUP SUMMIT (1989)
 TP1349
 TP1349                         *CURRENT SURVEY CONTROL
 TP1349  ___________________________________________________________________
 TP1349* NAD 83(1991)-  48 24 50.92105(N)    119 58 12.94618(W)     ADJUSTED  
 TP1349* NAVD 88     -      1718.4    (meters)    5638.     (feet)  VERTCON   
 TP1349  ___________________________________________________________________
 TP1349  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 TP1349  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 TP1349
 TP1349  HORZ ORDER  -  THIRD
 TP1349
 TP1349.The horizontal coordinates were established by classical geodetic methods
 TP1349.and adjusted by the National Geodetic Survey in December 1991..
 TP1349
 TP1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1349
 TP1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1349
 TP1349.The geoid height was determined by GEOID03.
 TP1349
 TP1349;                    North         East     Units Scale Factor Converg.
 TP1349;SPC WA N     -   157,588.270   563,885.589   MT  0.99995560   +0 38 33.3
 TP1349;SPC WA N     -   517,020.85  1,850,014.64   sFT  0.99995560   +0 38 33.3
 TP1349;UTM  11      - 5,366,595.098   280,222.523   MT  1.00019350   -2 13 21.1
 TP1349;UTM  10      - 5,366,767.582   724,177.657   MT  1.00021750   +2 16 01.4
 TP1349
 TP1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1349!SPC WA N     -   0.99973353  x   0.99995560  =   0.99968914
 TP1349!UTM  11      -   0.99973353  x   1.00019350  =   0.99992697
 TP1349!UTM  10      -   0.99973353  x   1.00021750  =   0.99995097
 TP1349
 TP1349|---------------------------------------------------------------------|
 TP1349| PID    Reference Object                     Distance      Geod. Az  |
 TP1349|                                                           dddmmss.s |
 TP1349| CS4676 BEAVER RM 1                           6.321 METERS 04010     |
 TP1349| CS4677 BEAVER RM 2                          26.459 METERS 11436     |
 TP1349| TQ0435 PEARRYGIN                           APPROX.13.7 KM 3420339.9 |
 TP1349|---------------------------------------------------------------------|
 TP1349
 TP1349                          SUPERSEDED SURVEY CONTROL
 TP1349
 TP1349  NAD 83(1986)-  48 24 50.92541(N)    119 58 12.94075(W) AD(       ) 3
 TP1349  NGVD 29 (10/02/90) 1717.1    (m)         5634.     (f) VERT ANG       
 TP1349
 TP1349.Superseded values are not recommended for survey control.
 TP1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1349.See file dsdata.txt to determine how the superseded data were derived.
 TP1349
 TP1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP8022366595(NAD 83)
 TP1349_MARKER: DS = TRIANGULATION STATION DISK
 TP1349_SETTING: 66 = SET IN ROCK OUTCROP
 TP1349_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TP1349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1349+STABILITY: POSITION/ELEVATION WELL
 TP1349
 TP1349  HISTORY     - Date     Condition        Report By
 TP1349  HISTORY     - 1956     MONUMENTED       USGS
 TP1349  HISTORY     - 1969     GOOD             USGS
 TP1349
 TP1349                          STATION DESCRIPTION
 TP1349
 TP1349'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1349'LOCATED ABOUT 18 MI NW. OF OKANOGAN, 14.5 MI SW. OF CONCONULLY.
 TP1349'ON HIGH TIMBERED NW.-SE. RIDGE KNOWN LOCALLY AS SOUTH RIDGE.
 TP1349'
 TP1349'TO REACH FROM OKANOGAN POST OFFICE, DRIVE 1.5 MI S. ON U.S. HWY.
 TP1349'97 TO JCT. WITH STATE HWY. 16.  TURN RIGHT FOLLOWING STATE HWY. 16
 TP1349'22.7 MI TO GRAVEL RD. RIGHT UP BEAVER CREEK.  FOLLOW BEAVER CREEK
 TP1349'RD. 2.5 MI TO FARM RD. RIGHT ON NORTH SIDE OF SMALL CANYON.  TAKE
 TP1349'RIGHT FORK THROUGH WIRE GATE, CONTINUE 2.1 MI TO ANOTHER WIRE
 TP1349'GATE, PASS THROUGH GATE 0.6 MI.  PACK ACROSS SMALL DEEP CANYON
 TP1349'RIGHT AND FOLLOW COWTRAILS ALONG CONTOUR ABOUT 0.2 MI TO ANOTHER
 TP1349'DEEP CANYON, CROSS TO OTHER SIDE OF CANYON AND FOLLOW RIDGE
 TP1349'UPHILL LEFT, CONTINUE UP RIDGE UNTIL LAST STEEP SLOPE IS REACHED
 TP1349'THEN BEAR HARD RIGHT NE. AND CONTINUE TO TOP AND STATION ON SMALL
 TP1349'TOP ON SOUTHEAST END OF RIDGE.  ABOUT A 2-1/2 HOUR PACK.
 TP1349'
 TP1349'STATION MARK--STANDARD TABLET STAMPED---BEAVER 1956---, CEMENTED IN
 TP1349'DRILL HOLE IN ROCK OUTCROP FLUSH WITH GROUND.
 TP1349'
 TP1349'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN DRILL HOLE
 TP1349'IN ROCK OUTCROP.
 TP1349'
 TP1349'RM 2--COPPER NAIL AND WASHER STAMPED---2---, IN TRIANGLE BLAZE IN
 TP1349'14-INCH FIR TREE.
 TP1349
 TP1349                          STATION RECOVERY (1969)
 TP1349
 TP1349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TP1349'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1843 ***********************************************************************
 TR1843  DESIGNATION -  BECHTEL 1956
 TR1843  PID         -  TR1843
 TR1843  STATE/COUNTY-  WA/WHATCOM
 TR1843  USGS QUAD   -  LUMMI BAY (1994)
 TR1843
 TR1843                         *CURRENT SURVEY CONTROL
 TR1843  ___________________________________________________________________
 TR1843* NAD 83(1991)-  48 49 36.25214(N)    122 42 43.62879(W)     ADJUSTED  
 TR1843* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1843  ___________________________________________________________________
 TR1843  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 TR1843  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 TR1843
 TR1843  HORZ ORDER  -  THIRD
 TR1843
 TR1843.The horizontal coordinates were established by classical geodetic methods
 TR1843.and adjusted by the National Geodetic Survey in December 1991..
 TR1843
 TR1843.The orthometric height was scaled from a topographic map.
 TR1843
 TR1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1843
 TR1843.The geoid height was determined by GEOID03.
 TR1843
 TR1843;                    North         East     Units Scale Factor Converg.
 TR1843;SPC WA N     -   204,794.329   362,060.753   MT  1.00001891   -1 23 55.7
 TR1843;SPC WA N     -   671,896.06  1,187,860.99   sFT  1.00001891   -1 23 55.7
 TR1843;UTM  10      - 5,408,235.170   521,129.264   MT  0.99960548   +0 13 00.1
 TR1843
 TR1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1843!SPC WA N     -   1.00000305  x   1.00001891  =   1.00002196
 TR1843!UTM  10      -   1.00000305  x   0.99960548  =   0.99960853
 TR1843
 TR1843:                Primary Azimuth Mark                     Grid Az
 TR1843:SPC WA N     -  MIG                                      182 55 49.4
 TR1843:UTM  10      -  MIG                                      181 18 53.6
 TR1843
 TR1843|---------------------------------------------------------------------|
 TR1843| PID    Reference Object                     Distance      Geod. Az  |
 TR1843|                                                           dddmmss.s |
 TR1843| TR1977 MIG                                 APPROX. 8.7 KM 1813153.7 |
 TR1843|---------------------------------------------------------------------|
 TR1843
 TR1843                          SUPERSEDED SURVEY CONTROL
 TR1843
 TR1843  NAD 83(1986)-  48 49 36.25148(N)    122 42 43.63086(W) AD(       ) 3
 TR1843  NAD 27      -  48 49 36.86900(N)    122 42 39.00300(W) AD(       ) 3
 TR1843
 TR1843.Superseded values are not recommended for survey control.
 TR1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1843.See file dsdata.txt to determine how the superseded data were derived.
 TR1843
 TR1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV2112908235(NAD 83)
 TR1843_MARKER: Z = SEE DESCRIPTION
 TR1843_SETTING: 0 = UNSPECIFIED SETTING
 TR1843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1843
 TR1843  HISTORY     - Date     Condition        Report By
 TR1843  HISTORY     - 1956     MONUMENTED       CGS
 TR1843  HISTORY     - 1987     GOOD             USPSQD
 TR1843
 TR1843                          STATION DESCRIPTION
 TR1843
 TR1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (KBJ)
 TR1843'AT THE BASE OF THE GENERAL PETROLEUM REFINERY PIER, FERNDALE,
 TR1843'WASHINGTON.  A STANDARD DISK STAMPED BECHTEL, 1954 SET FLUSH IN
 TR1843'A DRILL HOLE IN THE CONCRETE APRON TO THE PIER, 1.4 FEET SE OF THE
 TR1843'CONCRETE CURB THAT RIMS THE APRON, AND 1.9 FEET NORTH OF A
 TR1843'PROJECTION OF THE NORTH FACE OF THE PIER.
 TR1843'
 TR1843'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 TR1843
 TR1843                          STATION RECOVERY (1987)
 TR1843
 TR1843'RECOVERY NOTE BY US POWER SQUADRON 1987 (KF)
 TR1843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2586 ***********************************************************************
 SC2586  DESIGNATION -  BECKER 1940
 SC2586  PID         -  SC2586
 SC2586  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2586  USGS QUAD   -  ABERDEEN (1994)
 SC2586
 SC2586                         *CURRENT SURVEY CONTROL
 SC2586  ___________________________________________________________________
 SC2586* NAD 83(1991)-  46 58 30.91106(N)    123 49 00.38895(W)     ADJUSTED  
 SC2586* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC2586  ___________________________________________________________________
 SC2586  LAPLACE CORR-          10.79  (seconds)                    DEFLEC99
 SC2586  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SC2586
 SC2586  HORZ ORDER  -  SECOND
 SC2586
 SC2586.The horizontal coordinates were established by classical geodetic methods
 SC2586.and adjusted by the National Geodetic Survey in December 1991..
 SC2586
 SC2586.The orthometric height was scaled from a topographic map.
 SC2586
 SC2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2586
 SC2586.The geoid height was determined by GEOID03.
 SC2586
 SC2586;                    North         East     Units Scale Factor Converg.
 SC2586;SPC WA S     -   187,807.330   247,713.008   MT  0.99993777   -2 24 33.4
 SC2586;SPC WA S     -   616,164.55    812,705.09   sFT  0.99993777   -2 24 33.4
 SC2586;UTM  10      - 5,202,737.806   437,875.709   MT  0.99964743   -0 35 49.7
 SC2586
 SC2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2586!SPC WA S     -   1.00000301  x   0.99993777  =   0.99994078
 SC2586!UTM  10      -   1.00000301  x   0.99964743  =   0.99965044
 SC2586
 SC2586:                Primary Azimuth Mark                     Grid Az
 SC2586:SPC WA S     -  ABERDEEN WISHKAH R BRI HI LT             042 11 28.2
 SC2586:UTM  10      -  ABERDEEN WISHKAH R BRI HI LT             040 22 44.5
 SC2586
 SC2586|---------------------------------------------------------------------|
 SC2586| PID    Reference Object                     Distance      Geod. Az  |
 SC2586|                                                           dddmmss.s |
 SC2586| SC2618 ABERDEEN WISHKAH R BRI HI LT        APPROX. 1.4 KM 0394654.8 |
 SC2586| SC2641 ABERDEEN PIONEER SIGN DOTTED I      APPROX. 1.1 KM 0614423.0 |
 SC2586| SC2634 ABERDEEN STD OIL DOCK NE LT         APPROX. 2.5 KM 0813052.2 |
 SC2586| SC2588 ABERDEEN WILSON LMBR CO HI STK      APPROX. 1.1 KM 0832717.4 |
 SC2586| SC2629 ABERDEEN WILSON LMBR CO TANK        APPROX. 0.9 KM 0854414.0 |
 SC2586| SC2592 BISHOP PLANT IRON STACK             APPROX. 2.9 KM 0921638.6 |
 SC2586| SC2595 CHEHALIS R BRI JCT CTY SPAN LT      APPROX. 2.8 KM 0953450.8 |
 SC2586| SC2663 S ABERDEEN LUMBER MILL STACK        APPROX. 1.3 KM 0973607.8 |
 SC2586| SC2579 ABERDEEN N PAC RR BRIDGE HI LT      496.146 METERS 0974244.0 |
 SC2586| SC2587 CHEHALIS R HWY 101 BRI SPAN LT      APPROX. 1.0 KM 0980400.4 |
 SC2586| SC2666 S ABERDEEN MILLER LMBR CO TANK      APPROX. 2.7 KM 1001556.1 |
 SC2586| SC2652 S ABERDEEN LUMBER MILL TANK         APPROX. 1.4 KM 1005259.4 |
 SC2586| SC2665 S ABERDEEN BAY CITY LMBR CO TK      APPROX. 3.0 KM 1112007.5 |
 SC2586| SC2649 S ABERDEEN DONAVON LMBR CO TK       APPROX. 1.0 KM 1144116.5 |
 SC2586| SC2604 ABERDEEN ANDERSON MILL TANK         417.595 METERS 1591017.4 |
 SC2586| SC2593 ABERDEEN ANDERSON MILL STACK        450.143 METERS 1612945.2 |
 SC2586| SC2650 S ABERDEEN RAD KXRO LT ON TWR       APPROX. 2.0 KM 1664039.0 |
 SC2586| SC2662 S ABERDEEN SAGINAW SHINGLE STK      APPROX. 1.0 KM 1705533.9 |
 SC2586| SC2612 ABERDEEN AMERICAN PLYWOOD STK       APPROX. 1.0 KM 2004251.1 |
 SC2586| SC2611 ABERDEEN HULBERT MILL TANK          APPROX. 1.9 KM 2213116.8 |
 SC2586| SC2582 ABERDEEN SMITHS DAIRY PROD STK      APPROX. 0.7 KM 2244102.2 |
 SC2586| SC2636 COW POINT BEACON 11                 APPROX. 2.5 KM 2300711.9 |
 SC2586| SC2632 P U D PLANT CONCRETE W STACK        APPROX. 2.6 KM 2764906.5 |
 SC2586| SC2633 P U D PLANT CONCRETE E STACK        APPROX. 2.6 KM 2765506.1 |
 SC2586| SC2623 NORTH ABERDEEN WATER TANK           APPROX. 1.7 KM 3142111.8 |
 SC2586| SC2610 ABERDEEN CH OF PILGRIMS CROSS       187.257 METERS 34708     |
 SC2586|---------------------------------------------------------------------|
 SC2586
 SC2586                          SUPERSEDED SURVEY CONTROL
 SC2586
 SC2586  NAD 83(1986)-  46 58 30.90725(N)    123 49 00.38846(W) AD(       ) 2
 SC2586  NAD 27      -  46 58 31.57500(N)    123 48 55.78400(W) AD(       ) 2
 SC2586
 SC2586.Superseded values are not recommended for survey control.
 SC2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2586.See file dsdata.txt to determine how the superseded data were derived.
 SC2586
 SC2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3787602738(NAD 83)
 SC2586
 SC2586  HISTORY     - Date     Condition        Report By
 SC2586  HISTORY     - 1940     MONUMENTED       CGS
 SC2586  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2586
 SC2586                          STATION DESCRIPTION
 SC2586
 SC2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2586'ON THE ROOF OF THE BECKER BUILDING AT THE CORNER OF SOUTH I AND
 SC2586'WISHKAH STREETS, IN DOWNTOWN ABERDEEN, WASHINGTON.  THE STATION
 SC2586'IS IN THE 5 METER SQUARE SECTION OF THE ROOF OVER THE ELEVATOR
 SC2586'SHAFT, SURROUNDED BY A 2-FOOT PARAPET COVERED WITH RED TILE.
 SC2586'
 SC2586'THE STATION IS THE CENTER OF A 4-INCH SOIL PIPE PROJECTING 8
 SC2586'INCHES ABOVE THE ROOF, 2.33 METERS N OF THE S PARAPET WALL, 1.08
 SC2586'METERS W OF THE E PARAPET WALL, 290 METERS S OF THE N PARAPET
 SC2586'WALL, AND 4.01 METERS E OF THE W PARAPET WALL.  THIS PART OF
 SC2586'THE ROOF IS ALSO THE HIGHEST PART OF THE ROOF.  THE STATION CAN
 SC2586'BE EASILY REACHED BY MAKING ARRANGEMENTS WITH THE BUILDING
 SC2586'SUPERINTENDENT FOR OCCUPYING THE STATION.  HIS OFFICE IS ROOM
 SC2586'NUMBER 501.
 SC2586'
 SC2586'NO STATION OR REFERENCE MARKS ESTABLISHED AS THE STATION IS A
 SC2586'ROOF STATION.
 SC2586
 SC2586                          STATION RECOVERY (1952)
 SC2586
 SC2586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2586'RECOVERED AS DESCRIBED BY C.P. IN 1940 EXCEPT THAT THE BUILDING
 SC2586'SUPERINTENDENTS OFFICE IS NOW IN ROOM 624, AND TANK, WATER,
 SC2586'HILL, NO. 41 HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1724 ***********************************************************************
 TR1724  DESIGNATION -  BECKETT USE 1911
 TR1724  PID         -  TR1724
 TR1724  STATE/COUNTY-  WA/JEFFERSON
 TR1724  USGS QUAD   -  GARDINER (1985)
 TR1724
 TR1724                         *CURRENT SURVEY CONTROL
 TR1724  ___________________________________________________________________
 TR1724* NAD 83(1991)-  48 04 35.34121(N)    122 53 29.20812(W)     ADJUSTED  
 TR1724* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 TR1724  ___________________________________________________________________
 TR1724  LAPLACE CORR-          -9.16  (seconds)                    DEFLEC99
 TR1724  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TR1724
 TR1724  HORZ ORDER  -  THIRD
 TR1724
 TR1724.The horizontal coordinates were established by classical geodetic methods
 TR1724.and adjusted by the National Geodetic Survey in December 1991..
 TR1724
 TR1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1724
 TR1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1724
 TR1724.The geoid height was determined by GEOID03.
 TR1724
 TR1724;                    North         East     Units Scale Factor Converg.
 TR1724;SPC WA N     -   121,736.274   346,666.812   MT  0.99994251   -1 31 56.3
 TR1724;SPC WA N     -   399,396.43  1,137,356.03   sFT  0.99994251   -1 31 56.3
 TR1724;UTM  10      - 5,324,806.822   508,085.611   MT  0.99960080   +0 04 50.8
 TR1724
 TR1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1724!SPC WA N     -   1.00000297  x   0.99994251  =   0.99994548
 TR1724!UTM  10      -   1.00000297  x   0.99960080  =   0.99960377
 TR1724
 TR1724:                Primary Azimuth Mark                     Grid Az
 TR1724:SPC WA N     -  TUKEY                                    129 04 08.4
 TR1724:UTM  10      -  TUKEY                                    127 27 21.3
 TR1724
 TR1724|---------------------------------------------------------------------|
 TR1724| PID    Reference Object                     Distance      Geod. Az  |
 TR1724|                                                           dddmmss.s |
 TR1724| TR1684 TUKEY                               APPROX. 3.7 KM 1273212.1 |
 TR1724|---------------------------------------------------------------------|
 TR1724
 TR1724                          SUPERSEDED SURVEY CONTROL
 TR1724
 TR1724  NAD 83(1986)-  48 04 35.34040(N)    122 53 29.21440(W) AD(       ) 3
 TR1724  NAD 27      -  48 04 36.01000(N)    122 53 24.58500(W) AD(       ) 3
 TR1724  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 TR1724
 TR1724.Superseded values are not recommended for survey control.
 TR1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1724.See file dsdata.txt to determine how the superseded data were derived.
 TR1724
 TR1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0808624807(NAD 83)
 TR1724
 TR1724  HISTORY     - Date     Condition        Report By
 TR1724  HISTORY     - 1911     MONUMENTED       CGS
 TR1724  HISTORY     - 1920     SEE DESCRIPTION  USE
 TR1724  HISTORY     - 1952     SEE DESCRIPTION  USGS
 TR1724
 TR1724                          STATION DESCRIPTION
 TR1724
 TR1724'DESCRIBED BY US ENGINEERS 1920
 TR1724'ESTABLISHED OCTOBER 1911.  LOCATED ON BECKETT POINT, PORT DISCOVERY,
 TR1724'ON THE END OF THE POINT, ABOUT 20 FEET BACK FROM BEACH LOGS.
 TR1724'ELEVATION, 9.86 FEET ABOVE MEAN LOW WATER.
 TR1724'
 TR1724'MARKED WITH STANDARD CONCRETE MONUMENT AND SIGNAL.
 TR1724
 TR1724                          STATION RECOVERY (1952)
 TR1724
 TR1724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 TR1724'STATION DESTROYED.  HOUSE IS BUILT ON POSITION DESCRIBED FOR
 TR1724'STATION.  OWNER STATES THAT HE HAS BUILT FOUNDATION ON OR DIRECTLY
 TR1724'OVER MONUMENT.  SEARCH AROUND AND UNDER FOUNDATION DID NOT REVEAL
 TR1724'ANY SIGN OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1214 ***********************************************************************
 SX1214  DESIGNATION -  BECKLER LOOKOUT
 SX1214  PID         -  SX1214
 SX1214  STATE/COUNTY-  WA/KING
 SX1214  USGS QUAD   -  SKYKOMISH (1982)
 SX1214
 SX1214                         *CURRENT SURVEY CONTROL
 SX1214  ___________________________________________________________________
 SX1214* NAD 83(1991)-  47 44 08.83165(N)    121 17 31.80875(W)     ADJUSTED  
 SX1214* NAVD 88     -                                                        
 SX1214  ___________________________________________________________________
 SX1214  LAPLACE CORR-          21.66  (seconds)                    DEFLEC99
 SX1214  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 SX1214
 SX1214  HORZ ORDER  -  THIRD
 SX1214
 SX1214.The horizontal coordinates were established by classical geodetic methods
 SX1214.and adjusted by the National Geodetic Survey in December 1991..
 SX1214
 SX1214
 SX1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1214
 SX1214.The geoid height was determined by GEOID03.
 SX1214
 SX1214;                    North         East     Units Scale Factor Converg.
 SX1214;SPC WA N     -    81,908.664   465,586.181   MT  0.99996437   -0 20 29.8
 SX1214;SPC WA N     -   268,728.68  1,527,510.66   sFT  0.99996437   -0 20 29.8
 SX1214;UTM  10      - 5,288,347.132   628,043.848   MT  0.99980147   +1 15 50.6
 SX1214
 SX1214                          SUPERSEDED SURVEY CONTROL
 SX1214
 SX1214  NAD 83(1986)-  47 44 08.82515(N)    121 17 31.80926(W) AD(       ) 4
 SX1214  NAD 27      -  47 44 09.44500(N)    121 17 27.46100(W) AD(       ) 3
 SX1214
 SX1214.Superseded values are not recommended for survey control.
 SX1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1214.See file dsdata.txt to determine how the superseded data were derived.
 SX1214
 SX1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT2804488347(NAD 83)
 SX1214
 SX1214  HISTORY     - Date     Condition        Report By
 SX1214  HISTORY     - 1936     MONUMENTED       WAGS
 SX1214  HISTORY     - 1963     SEE DESCRIPTION  USFS
 SX1214
 SX1214                          STATION DESCRIPTION
 SX1214
 SX1214'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1214'STATION IS IN THE NE PORTION OF KING COUNTY, ABOUT 4-1/2 MILES NE
 SX1214'OF SKYKOMISH, BETWEEN BECKLER RIVER AND MARTIN CREEK, ON THE
 SX1214'SUMMIT OF BECKLER PEAK, THE CENTER OF THE LOOKOUT TOWER.
 SX1214'
 SX1214'TO REACH THE STATION--PROCEED EASTWARD ON STATE HIGHWAY FROM
 SX1214'RANGER STATION ABOUT 1/2 MILE, CROSS SKYKOMISH RIVER ON LOGGING
 SX1214'RAILROAD BRIDGE, CONTINUE N ON LOGGING ROAD UP BECKLER RIVER ABOUT
 SX1214'2 MILES TO A WATER TANK AND BRIDGE OVER BECKLER RIVER, AT FAR END
 SX1214'OF BRIDGE SEE SIGN BECKLER LOOKOUT 6-1/2 MILES, FOLLOW TRAIL.
 SX1214'
 SX1214'ELEVATION ABOUT 5,000 FEET.
 SX1214
 SX1214                          STATION RECOVERY (1963)
 SX1214
 SX1214'RECOVERY NOTE BY US FOREST SERVICE 1963
 SX1214'STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3491 ***********************************************************************
 SY3491  DESIGNATION -  BECKS
 SY3491  PID         -  SY3491
 SY3491  STATE/COUNTY-  WA/KING
 SY3491  USGS QUAD   -  BOTHELL (1981)
 SY3491
 SY3491                         *CURRENT SURVEY CONTROL
 SY3491  ___________________________________________________________________
 SY3491* NAD 83(1991)-  47 46 30.91952(N)    122 11 55.32386(W)     ADJUSTED  
 SY3491* NAVD 88     -       114.9    (meters)     377.     (feet)  VERTCON   
 SY3491  ___________________________________________________________________
 SY3491  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 SY3491  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SY3491
 SY3491  HORZ ORDER  -  FIRST
 SY3491
 SY3491.The horizontal coordinates were established by classical geodetic methods
 SY3491.and adjusted by the National Geodetic Survey in December 1991..
 SY3491
 SY3491.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3491
 SY3491.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3491
 SY3491.The geoid height was determined by GEOID03.
 SY3491
 SY3491;                    North         East     Units Scale Factor Converg.
 SY3491;SPC WA N     -    87,102.008   397,676.654   MT  0.99996004   -1 00 59.6
 SY3491;SPC WA N     -   285,767.17  1,304,710.82   sFT  0.99996004   -1 00 59.6
 SY3491;UTM  10      - 5,291,632.156   560,032.260   MT  0.99964428   +0 35 36.2
 SY3491
 SY3491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3491!SPC WA N     -   0.99998567  x   0.99996004  =   0.99994571
 SY3491!UTM  10      -   0.99998567  x   0.99964428  =   0.99962996
 SY3491
 SY3491|---------------------------------------------------------------------|
 SY3491| PID    Reference Object                     Distance      Geod. Az  |
 SY3491|                                                           dddmmss.s |
 SY3491| CF7157 BECKS RM 1                           27.414 METERS 05935     |
 SY3491| CF7158 BECKS RM 2                           29.031 METERS 14513     |
 SY3491| SY3799 REDMOND INGLEWOOD HILLS STANDPIPE   APPROX. 4.9 KM 2095130.6 |
 SY3491|---------------------------------------------------------------------|
 SY3491
 SY3491                          SUPERSEDED SURVEY CONTROL
 SY3491
 SY3491  NAD 83(1986)-  47 46 30.91225(N)    122 11 55.32713(W) AD(       ) 1
 SY3491  NAD 27      -  47 46 31.55882(N)    122 11 50.87596(W) AD(       ) 1
 SY3491  NGVD 29 (07/19/86)  113.8    (m)          373.     (f) VERT ANG       
 SY3491
 SY3491.Superseded values are not recommended for survey control.
 SY3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3491.See file dsdata.txt to determine how the superseded data were derived.
 SY3491
 SY3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6003291632(NAD 83)
 SY3491_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3491_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3491
 SY3491  HISTORY     - Date     Condition        Report By
 SY3491  HISTORY     - 1973     MONUMENTED       NGS
 SY3491  HISTORY     - 19950318 GOOD             USPSQD
 SY3491  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY3491  HISTORY     - 20060427 MARK NOT FOUND   USPSQD
 SY3491
 SY3491                          STATION DESCRIPTION
 SY3491
 SY3491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3491'THE STATION IS LOCATED IN NE 1/4 SEC 5, T 26 N, R 5 E, IN THE
 SY3491'NORTHEAST SECTION OF BOTHELL ON BECKSTROM HILL ABOUT 0.5 MILE
 SY3491'WEST OF INTERSTATE HIGHWAY 405 AND 0.1 MILE SOUTH OF THE
 SY3491'KING-SNOHOMISH COUNTY LINE.  THE STATION IS ON PROPERTY OWNED BY
 SY3491'THE CITY OF BOTHELL.  THE PHONE NUMBER AT CITY HALL IS HU6-3256.
 SY3491'
 SY3491'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 522
 SY3491'AND 527 AND MAIN STREET IN BOTHELL, GO EAST ON MAIN STREET FOR
 SY3491'0.3 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON 104 AVENUE
 SY3491'NE FOR 1.05 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 SY3491'GO EAST ON A PAVED STREET FOR 0.1 MILE TO A T-INTERSECTION.  TURN
 SY3491'LEFT AND GO NORTH FOR 0.05 MILE TO A STANDPIPE ON THE RIGHT AND
 SY3491'THE STATION AS DESCRIBED.
 SY3491'
 SY3491'THE STATION MARK IS A STANDARD DISK STAMPED BECKS 1973, CEMENTED
 SY3491'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 SY3491'THE SURFACE OF THE GROUND.  IT IS 49.2 FEET SOUTH-SOUTHEAST OF THE
 SY3491'NORTHWEST CORNER OF THE FENCE, 45.9 FEET NORTHWEST OF THE CENTER
 SY3491'OF A MANHOLE WHICH IS 11.8 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF
 SY3491'THE STANDPIPE, 19.4 FEET WEST OF THE WEST SIDE OF THE STANDPIPE,
 SY3491'AND 13.5 FEET EAST OF THE FENCE.  THE SUB-SURFACE MARK IS ABOUT
 SY3491'3.5 FEET BELOW THE SURFACE OF THE GROUND.
 SY3491'
 SY3491'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BECKS NO 1 1973,
 SY3491'CEMENTED IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 SY3491'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 37 FEET NORTHEAST
 SY3491'OF THE NORTHEAST SIDE OF THE STANDPIPE, 9 FEET WEST OF THE FENCE,
 SY3491'AND 1 FOOT SOUTH OF THE FENCE.
 SY3491'
 SY3491'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BECKS NO 2 1973,
 SY3491'CEMENTED IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 SY3491'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 67 FEET EAST OF THE
 SY3491'SOUTHWEST CORNER OF THE FENCE, 32.5 FEET WEST OF THE SOUTHEAST
 SY3491'CORNER OF THE FENCE, AND 0.8 FOOT NORTH OF THE FENCE.
 SY3491'
 SY3491'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 SY3491'
 SY3491'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
 SY3491
 SY3491                          STATION RECOVERY (1995)
 SY3491
 SY3491'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY3491'RECOVERED IN GOOD CONDITION.
 SY3491
 SY3491                          STATION RECOVERY (2001)
 SY3491
 SY3491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY3491'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY3491
 SY3491                          STATION RECOVERY (2006)
 SY3491
 SY3491'RECOVERY NOTE BY US POWER SQUADRON 2006 (RK)
 SY3491'DESCRIPTION.  LOCATED IN ROYAL OAKS PARK, BORDERED BY 204TH PL ON THE
 SY3491'NORTH,  NE 201ST ST TO 106TH AV ON THE SOUTH, OFF 104TH AV NE.  PARK
 SY3491'RECENTLY DEVELOPED.   MONITORED FENCE SURROUNDS STANDPIPE.  ACCESS NOT
 SY3491'GRANTED.  MANHOLE LOCATED VISUALLY.  NEW CONCRETE VAULT AT OR NEAR
 SY3491'LOCATION OF MARK.  NO SURFACE MONUMENTS OR REFERENCE MARKS SEEN ON
 SY3491'PROPERTY.  RECENT WORK AND GRAVEL NOTICED INSIDE FENCE LINE ON
 SY3491'PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2677 ***********************************************************************
 TR2677  DESIGNATION -  BEDLINGTON
 TR2677  PID         -  TR2677
 TR2677  STATE/COUNTY-  WA/ISLAND
 TR2677  USGS QUAD   -  OAK HARBOR (1973)
 TR2677
 TR2677                         *CURRENT SURVEY CONTROL
 TR2677  ___________________________________________________________________
 TR2677* NAD 83(1991)-  48 19 35.48815(N)    122 40 24.34103(W)     ADJUSTED  
 TR2677* NAVD 88     -        51.4    (meters)     169.     (feet)  VERTCON   
 TR2677  ___________________________________________________________________
 TR2677  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 TR2677  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR2677
 TR2677  HORZ ORDER  -  SECOND
 TR2677
 TR2677.The horizontal coordinates were established by classical geodetic methods
 TR2677.and adjusted by the National Geodetic Survey in December 1991..
 TR2677
 TR2677.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2677
 TR2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2677
 TR2677.The geoid height was determined by GEOID03.
 TR2677
 TR2677;                    North         East     Units Scale Factor Converg.
 TR2677;SPC WA N     -   149,118.481   363,571.011   MT  0.99994887   -1 22 12.0
 TR2677;SPC WA N     -   489,232.88  1,192,815.89   sFT  0.99994887   -1 22 12.0
 TR2677;UTM  10      - 5,352,644.630   524,206.662   MT  0.99960720   +0 14 38.2
 TR2677
 TR2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2677!SPC WA N     -   0.99999543  x   0.99994887  =   0.99994430
 TR2677!UTM  10      -   0.99999543  x   0.99960720  =   0.99960263
 TR2677
 TR2677                          SUPERSEDED SURVEY CONTROL
 TR2677
 TR2677  NAD 83(1986)-  48 19 35.48994(N)    122 40 24.34445(W) AD(       ) 2
 TR2677  NGVD 29 (03/28/90)   50.2    (m)          165.     (f) VERT ANG       
 TR2677
 TR2677.Superseded values are not recommended for survey control.
 TR2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2677.See file dsdata.txt to determine how the superseded data were derived.
 TR2677
 TR2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2420752645(NAD 83)
 TR2677_MARKER: DD = SURVEY DISK
 TR2677_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TR2677_SP_SET: TOP OF METAL PIPE IN CONCRETE
 TR2677_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2677+STABILITY: SURFACE MOTION
 TR2677
 TR2677  HISTORY     - Date     Condition        Report By
 TR2677  HISTORY     - 1984     MONUMENTED       NOS
 TR2677
 TR2677                          STATION DESCRIPTION
 TR2677
 TR2677'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR2677'THE STATION IS LOCATED AT THE WHIDBEY ISLAND NAVAL AIR STATION
 TR2677'(AULT FIELD), ABOUT 3 MILES NORTH OF THE TOWN OF OAK HARBOR, IN
 TR2677'THE LAWN ON THE NORTH SIDE OF THE CHIEF PETTY OFFICERS MESS (BLDG
 TR2677'138).
 TR2677'
 TR2677'THE STATION IS AN ALUMINUM NAVY DEPARTMENT DISK
 TR2677'STAMPED---BEDLINGTON 1984---, FASTENED TO A LENGTH OF ALUMINUM
 TR2677'PIPE THAT IS IMBEDDED IN A MASS OF CONCRETE. THE DISK IS ABOUT
 TR2677'2-CENTIMETERS BELOW THE SURFACE OF THE GROUND. IT IS 8.4 METERS
 TR2677'NORTHWEST OF THE NORTHEAST CORNER OF BUILDING 138, 5.8 METERS
 TR2677'EAST OF THE SOUTHEAST CORNER OF A CONCRETE SLAB THAT SUPPORTS A
 TR2677'NATURAL STONE, BARBECUE PIT AND 3 METERS SOUTH OF THE NORTH EDGE
 TR2677'OF THE LAWN.
 TR2677'
 TR2677'TO REACH THE STATION FROM THE MAIN GATE OF THE WHIDBEY ISLAND
 TR2677'NAVAL AIR STATION (AULT FIELD), GO SOUTH ON LANGLEY BOULEVARD FOR
 TR2677'0.5 MILE, TURN RIGHT ONTO AULT FIELD ROAD AND GO 0.2 MILE, TURN
 TR2677'RIGHT INTO THE PARKING LOT OF THE C.P.O. MESS AND END OF TRUCK
 TR2677'TRAVEL, PACK AROUND THE EAST SIDE OF THE BUILDING TO THE STATION
 TR2677'ON THE NORTH SIDE OF THE BUILDING IN THE LAWN.
 TR2677'
 TR2677'DESCRIBED BY R.B. MELBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2405 ***********************************************************************
 TR2405  DESIGNATION -  BEE
 TR2405  PID         -  TR2405
 TR2405  STATE/COUNTY-  WA/CLALLAM
 TR2405  USGS QUAD   -  PORT ANGELES (1985)
 TR2405
 TR2405                         *CURRENT SURVEY CONTROL
 TR2405  ___________________________________________________________________
 TR2405* NAD 83(1991)-  48 06 53.11079(N)    123 23 59.98029(W)     ADJUSTED  
 TR2405* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2405  ___________________________________________________________________
 TR2405  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 TR2405  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 TR2405
 TR2405  HORZ ORDER  -  THIRD
 TR2405
 TR2405.The horizontal coordinates were established by classical geodetic methods
 TR2405.and adjusted by the National Geodetic Survey in December 1991..
 TR2405
 TR2405.The orthometric height was scaled from a topographic map.
 TR2405
 TR2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2405
 TR2405.The geoid height was determined by GEOID03.
 TR2405
 TR2405;                    North         East     Units Scale Factor Converg.
 TR2405;SPC WA N     -   127,127.323   308,933.618   MT  0.99994225   -1 54 39.4
 TR2405;SPC WA N     -   417,083.56  1,013,559.71   sFT  0.99994225   -1 54 39.4
 TR2405;UTM  10      - 5,329,132.039   470,228.463   MT  0.99961089   -0 17 52.0
 TR2405
 TR2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2405!SPC WA N     -   1.00000270  x   0.99994225  =   0.99994495
 TR2405!UTM  10      -   1.00000270  x   0.99961089  =   0.99961359
 TR2405
 TR2405|---------------------------------------------------------------------|
 TR2405| PID    Reference Object                     Distance      Geod. Az  |
 TR2405|                                                           dddmmss.s |
 TR2405| CF7561 BEE RM 1                             30.130 METERS 18544     |
 TR2405| CF7562 BEE RM 2                             29.990 METERS 28722     |
 TR2405| TR2439 EDIZ HOOK LIGHTHOUSE                APPROX. 2.9 KM 3454414.0 |
 TR2405|---------------------------------------------------------------------|
 TR2405
 TR2405                          SUPERSEDED SURVEY CONTROL
 TR2405
 TR2405  NAD 83(1986)-  48 06 53.10976(N)    123 23 59.98933(W) AD(       ) 3
 TR2405  NAD 27      -  48 06 53.77700(N)    123 23 55.32000(W) AD(       ) 3
 TR2405
 TR2405.Superseded values are not recommended for survey control.
 TR2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2405.See file dsdata.txt to determine how the superseded data were derived.
 TR2405
 TR2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU7022829132(NAD 83)
 TR2405_MARKER: Z = SEE DESCRIPTION
 TR2405_SETTING: 0 = UNSPECIFIED SETTING
 TR2405
 TR2405  HISTORY     - Date     Condition        Report By
 TR2405  HISTORY     - 1940     MONUMENTED       CGS
 TR2405  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TR2405  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR2405
 TR2405                          STATION DESCRIPTION
 TR2405
 TR2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FBT)
 TR2405'STATION IS LOCATED ABOUT 1/3 MILE E OF THE RAYONIER INCORPORATED
 TR2405'PULP MILL.  155 FEET N OF THE MAIN LINE RAILROAD TRACK.  67 FEET S
 TR2405'IN AZIMUTH 360 DEG FROM THE HIGH-WATER LINE.  76 FEET E OF THE
 TR2405'FIRST SHACK E OF THE MILL.  ON LOW GRASSY FLAT GROUND WHICH IS
 TR2405'STREWN WITH OLD LOGS AND TIMBERS.
 TR2405'
 TR2405'SURFACE-STATION MARK IS A STANDARD BRONZE DISK SET IN A 4-INCH
 TR2405'SOIL PIPE 5 FEET LONG.  PIPE PROJECTS ONE FOOT.
 TR2405'
 TR2405'UNDERGROUND MARK IS FIVE FEET BELOW THE SURFACE, A STANDARD BRONZE
 TR2405'DISK SET IN CONCRETE, AS DESCRIBED IN NOTE 7A.
 TR2405'
 TR2405'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 TR2405'IN A 4-INCH SOIL PIPE 5 FEET LONG, WHICH PROJECTS 8 INCHES.  IT IS
 TR2405'S OF STATION, 54 FEET N OF N RAIL OF MAIN LINE RAILROAD TRACK.  11
 TR2405'FEET N OF DIM ROAD.  9 FEET N OF SHALLOW GULLY.
 TR2405'
 TR2405'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 TR2405'IN A 4-INCH SOIL PIPE 5 FEET LONG WHICH PROJECTS 1 FOOT.  IT IS
 TR2405'W OF STATION, 72 FEET S OF HIGH-WATER LINE.  31.6 FEET NE OF
 TR2405'COUNTY ENGINEER DEPARTMENT MARKER.  23 FEET NNW OF SW CORNER OF
 TR2405'SHACK.  14 FEET NW OF NW CORNER OF SHACK.
 TR2405'
 TR2405'HEIGHT OF LIGHT ABOVE STATION MARK 4.3 METERS.
 TR2405
 TR2405                          STATION RECOVERY (1948)
 TR2405
 TR2405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JCP)
 TR2405'THE SURFACE-STATION MARK AND R.M. 2 WERE RECOVERED AS DESCRIBED
 TR2405'IN 1940, EXCEPT FOR THE SHACK WHICH IS NOW GONE.  R.M. 1 WAS NOT
 TR2405'RECOVERED, IT BEING COVERED BY ABOUT THREE FEET OF PULP RESIDUE.
 TR2405
 TR2405                          STATION RECOVERY (1962)
 TR2405
 TR2405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 TR2405'THE RAYONIER CORP. USES THE AREA FOR A DUMP GROUND AND PUSHES THE
 TR2405'DEBRIS SEAWARD WITH A BULLDOZER, SO IT IS HIGHLY PROBABLE THAT THE
 TR2405'MARKS HAVE BEEN DISTURBED, BUT UNLIKELY THAT THE UNDERGROUND MARK
 TR2405'HAS BEEN DISTURBED.  AT THE PRESENT TIME THERE IS A LARGE PILE
 TR2405'OF TANGLED METAL BANDS ON THE APPROXIMATE LOCATION OF THE
 TR2405'STATION.  THE BANDS ARE PILED ABOUT 6 FEET DEEP OVER A LARGE
 TR2405'AREA AND NO ATTEMPT TO LOCATE THE MARK UNDER THESE WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1541 ***********************************************************************
 SC1541  DESIGNATION -  BEEBE
 SC1541  PID         -  SC1541
 SC1541  STATE/COUNTY-  WA/COWLITZ
 SC1541  USGS QUAD   -  CASTLE ROCK (1993)
 SC1541
 SC1541                         *CURRENT SURVEY CONTROL
 SC1541  ___________________________________________________________________
 SC1541* NAD 83(1991)-  46 19 43.02079(N)    122 57 52.48251(W)     ADJUSTED  
 SC1541* NAVD 88     -       348.2    (meters)    1142.     (feet)  VERTCON   
 SC1541  ___________________________________________________________________
 SC1541  LAPLACE CORR-         -10.08  (seconds)                    DEFLEC99
 SC1541  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 SC1541
 SC1541  HORZ ORDER  -  FIRST
 SC1541
 SC1541.The horizontal coordinates were established by classical geodetic methods
 SC1541.and adjusted by the National Geodetic Survey in December 1991..
 SC1541
 SC1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1541
 SC1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1541
 SC1541.The geoid height was determined by GEOID03.
 SC1541
 SC1541;                    North         East     Units Scale Factor Converg.
 SC1541;SPC WA S     -   113,589.695   310,264.178   MT  0.99992457   -1 47 24.9
 SC1541;SPC WA S     -   372,668.86  1,017,925.06   sFT  0.99992457   -1 47 24.9
 SC1541;UTM  10      - 5,130,560.746   502,726.488   MT  0.99960009   +0 01 32.2
 SC1541
 SC1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1541!SPC WA S     -   0.99994874  x   0.99992457  =   0.99987331
 SC1541!UTM  10      -   0.99994874  x   0.99960009  =   0.99954885
 SC1541
 SC1541:                Primary Azimuth Mark                     Grid Az
 SC1541:SPC WA S     -  SILVER 2                                 094 49 24.4
 SC1541:UTM  10      -  SILVER 2                                 093 00 27.3
 SC1541
 SC1541|---------------------------------------------------------------------|
 SC1541| PID    Reference Object                     Distance      Geod. Az  |
 SC1541|                                                           dddmmss.s |
 SC1541| SC1536 SILVER 2                            APPROX.13.2 KM 0930159.5 |
 SC1541| CE2922 BEEBE RM 2                            5.251 METERS 11023     |
 SC1541| CE2921 BEEBE RM 1                            4.097 METERS 35454     |
 SC1541|---------------------------------------------------------------------|
 SC1541
 SC1541                          SUPERSEDED SURVEY CONTROL
 SC1541
 SC1541  NAD 83(1991)-  46 19 43.02124(N)    122 57 52.48201(W) AD(       ) 1
 SC1541  NAD 83(1986)-  46 19 43.03714(N)    122 57 52.48484(W) AD(       ) 1
 SC1541  NAD 27      -  46 19 43.64268(N)    122 57 48.06339(W) AD(       ) 1
 SC1541  NGVD 29 (07/19/86)  347.2    (m)         1139.     (f) VERT ANG       
 SC1541
 SC1541.Superseded values are not recommended for survey control.
 SC1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1541.See file dsdata.txt to determine how the superseded data were derived.
 SC1541
 SC1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0272630561(NAD 83)
 SC1541_MARKER: DS = TRIANGULATION STATION DISK
 SC1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1541
 SC1541  HISTORY     - Date     Condition        Report By
 SC1541  HISTORY     - 1947     MONUMENTED       CGS
 SC1541  HISTORY     - 1966     GOOD             CGS
 SC1541
 SC1541                          STATION DESCRIPTION
 SC1541
 SC1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SC1541'THE STATION IS ABOUT 5 MILES SOUTHEAST OF RYDERWOOD, 4-1/2 MILES
 SC1541'NORTHWEST OF CASTLE ROCK, AND ON THE EMBANKMENT SOUTH OF THE
 SC1541'CASTLE ROCK TRUCK ROAD OF THE DIVISION OF FORESTRY, STATE OF
 SC1541'WASHINGTON.  ENROUTE FROM THE END OF BEEBE ROAD TOWARDS THE
 SC1541'ABERNETHY LOOKOUT.
 SC1541'
 SC1541'THE STATION MARK IS A STANDARD DISK, STAMPED BEEBE 1947, SET IN
 SC1541'A 10 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 27.6
 SC1541'FEET SOUTH OF THE CENTERLINE OF ROAD.
 SC1541'
 SC1541'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BEEBE NO 1
 SC1541'1947, SET IN A 10 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES,
 SC1541'AND 3 FEET LOWER THAN THE STATION.  IT IS 16 FEET SOUTH OF THE
 SC1541'CENTERLINE OF ROAD.
 SC1541'
 SC1541'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BEEBE NO 2
 SC1541'1947, SET IN A 10 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES,
 SC1541'AND 3 FEET LOWER THAN THE STATION.  IT IS 19 FEET SOUTH OF THE
 SC1541'CENTERLINE OF ROAD.
 SC1541'
 SC1541'SUB. STATION, PHOTO 101V-152A, IS THE CENTER OF A STUMP 3.5 FEET
 SC1541'IN DIAMETER, 0.82 METERS HIGHER THAN THE STATION, AND 9.50 METERS
 SC1541'NORTH NORTHEAST OF STATION.
 SC1541'
 SC1541'TO REACH THE STATION FROM CASTLE ROCK GO WEST FROM THE CITY
 SC1541'HALL, CROSSING THE BRIDGE OVER THE COWLITZ RIVER, FOR 0.6 MILE
 SC1541'TO HIGHWAY JUNCTION.  TURN RIGHT ON COUNTY ROAD NO. 16 NORTH AND
 SC1541'GO 2.7 MILES.  TURN LEFT OFF HIGHWAY ONTO GRAVEL ROAD AS PER SIGN
 SC1541'BEEBE ROAD AND GO 1.3 MILES TO A DIVISION OF FORESTRY SIGN AND
 SC1541'LARGE HOUSE ON THE LEFT.  TURN LEFT THROUGH GATE, PASSING THE
 SC1541'NORTH SIDE OF HOUSE, FOR 0.1 MILE TO GATE.  CONTINUE THROUGH
 SC1541'GATE FOR 0.2 MILE TO A LOCKED GATE, (PROCURE KEY FROM MR. AMON
 SC1541'BEBE, DISTRICT WARDEN, STATE FORESTRY FIRE HALL, ASH STREET,
 SC1541'KELSO, WASHINGTON).  CONTINUE FROM LOCKED GATE FOR 0.9 MILE
 SC1541'TO STATION ON THE LEFT.
 SC1541
 SC1541                          STATION RECOVERY (1966)
 SC1541
 SC1541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 SC1541'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 SC1541'WERE RECOVERED IN GOOD CONDITION.  THE CARDINAL DIRECTION TO
 SC1541'REFERENCE MARK NO. 1 SHOULD BE NORTH INSTEAD OF SOUTH.  LANDMARKS
 SC1541'HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 SC1541'
 SC1541'THE STATION IS 4 MILES NORTHWEST OF CASTLE ROCK ON LAND OWNED
 SC1541'BY THE INTERNATIONAL PAPER CO., LONG BELL DIVISION, LONGVIEW,
 SC1541'WASHINGTON 98632.
 SC1541'
 SC1541'TO REACH THE STATION FROM THE CASTLE ROCK CITY HALL GO WEST,
 SC1541'CROSSING THE BRIDGE OVER THE COWLITZ RIVER, FOR 0.6 MILE TO THE
 SC1541'JUNCTION WITH STATE HIGHWAY 411 AT A CROSSROAD, TURN RIGHT AND GO
 SC1541'NORTH ON STATE HIGHWAY 411 FOR 2.6 MILES TO BEEBE ROAD ON THE
 SC1541'LEFT, TURN LEFT AND GO WEST ON BEEBE ROAD FOR 1.4 MILES TO A ROAD
 SC1541'WEST, JUST AFTER PASSING MR. AMON BEBES DRIVEWAY AND MAIL BOX ON
 SC1541'THE LEFT, TURN LEFT AND GO WEST, PASSING TO RIGHT OF
 SC1541'MR. BEBES HOUSE FOR 0.1 MILE TO A GATE.  DURING SOME SEASONS
 SC1541'OF THE YEAR THE GATES MAY BE LOCKED AND THE KEY MAY BE
 SC1541'PROCURED FROM MR. BEBE.  PASS THROUGH THE GATE AND GO WEST ON
 SC1541'THE GRAVELED ROAD FOR 0.15 MILE TO A GATE, PASS THROUGH THE GATE
 SC1541'AND CONTINUE WESTERLY ON THE GRAVELED ROAD FOR 0.85 MILE
 SC1541'TO THE STATION AND REFERENCE MARKS ON THE LEFT.
 SC1541'
 SC1541'THE STATION MARK, STAMPED BEEBE 1947, IS A STANDARD DISK SET IN
 SC1541'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES, 200
 SC1541'FEET EAST OF A SIDE ROAD NORTH TO A TELEPHONE INSTALLATION, 25
 SC1541'FEET SOUTHEAST OF THE CENTER OF THE ROAD, 1 FOOT EAST OF A METAL
 SC1541'WITNESS POST AND 4 FEET ABOVE THE LEVEL OF THE ROAD ON AN
 SC1541'EMBANKMENT.  (NOTE 1A AND 7A)
 SC1541'
 SC1541'REFERENCE MARK NO. 1, STAMPED BEEBE NO 1 1947, IS A STANDARD
 SC1541'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 14
 SC1541'FEET NORTH OF THE WITNESS POST, 14 FEET SOUTHEAST OF THE CENTER OF
 SC1541'THE ROAD AND 3 FEET BELOW STATION ELEVATION.
 SC1541'
 SC1541'REFERENCE MARK NO. 2, STAMPED BEEBE NO 2 1947, IS A STANDARD
 SC1541'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 SC1541'INCHES, 17 FEET SOUTHWEST OF THE WITNESS POST, 16 FEET SOUTHEAST
 SC1541'OF THE CENTER OF THE ROAD AND 3 FEET BELOW STATION ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1009 ***********************************************************************
 TR1009  DESIGNATION -  BEECH
 TR1009  PID         -  TR1009
 TR1009  STATE/COUNTY-  WA/WHATCOM
 TR1009  USGS QUAD   -  BELLINGHAM SOUTH (1995)
 TR1009
 TR1009                         *CURRENT SURVEY CONTROL
 TR1009  ___________________________________________________________________
 TR1009* NAD 83(1991)-  48 44 17.96124(N)    122 29 32.73167(W)     ADJUSTED  
 TR1009* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 TR1009  ___________________________________________________________________
 TR1009  LAPLACE CORR-           7.79  (seconds)                    DEFLEC99
 TR1009  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TR1009
 TR1009  HORZ ORDER  -  THIRD
 TR1009
 TR1009.The horizontal coordinates were established by classical geodetic methods
 TR1009.and adjusted by the National Geodetic Survey in December 1991..
 TR1009
 TR1009.The orthometric height was scaled from a topographic map.
 TR1009
 TR1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1009
 TR1009.The geoid height was determined by GEOID03.
 TR1009
 TR1009;                    North         East     Units Scale Factor Converg.
 TR1009;SPC WA N     -   194,593.612   377,975.900   MT  1.00000094   -1 14 06.8
 TR1009;SPC WA N     -   638,429.21  1,240,075.93   sFT  1.00000094   -1 14 06.8
 TR1009;UTM  10      - 5,398,491.267   537,319.317   MT  0.99961711   +0 22 53.6
 TR1009
 TR1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1009!SPC WA N     -   0.99999646  x   1.00000094  =   0.99999740
 TR1009!UTM  10      -   0.99999646  x   0.99961711  =   0.99961357
 TR1009
 TR1009:                Primary Azimuth Mark                     Grid Az
 TR1009:SPC WA N     -  BELLINGHAM WHATCOM FALLS MILL TANK       001 25 00.2
 TR1009:UTM  10      -  BELLINGHAM WHATCOM FALLS MILL TANK       359 47 59.8
 TR1009
 TR1009|---------------------------------------------------------------------|
 TR1009| PID    Reference Object                     Distance      Geod. Az  |
 TR1009|                                                           dddmmss.s |
 TR1009| TR1014 BELLINGHAM WHATCOM FALLS MILL TANK  APPROX. 1.7 KM 0001053.4 |
 TR1009| TR0997 BELLINGHAM BLOEDEL DONOVAN STACK    221.958 METERS 00050     |
 TR1009| TR1000 BELLINGHAM MORRISON MILL BURNER     APPROX. 1.1 KM 0132659.1 |
 TR1009| TR0994 BELLINGHAM MORRISON MILL STACK      APPROX. 1.2 KM 0133308.8 |
 TR1009| TR0989 BELLINGHAM WHATCOM CREEK WATERWAY S APPROX. 1.2 KM 0263120.3 |
 TR1009| TR1019 BELLINGHAM CITY HALL CLOCK TOWER    APPROX. 1.8 KM 0270456.4 |
 TR1009| TR1017 BELLINGHAM UPTOWN TANK              APPROX. 1.7 KM 0300517.9 |
 TR1009| TR1018 BELLINGHAM CATHOLIC CH SPIRE        APPROX. 2.5 KM 0305328.7 |
 TR1009| TR1006 BEECH 2                               5.376 METERS 07606     |
 TR1009| CF7563 BEECH RM 1                                         08226     |
 TR1009| CF7566 BEECH RM 4                            6.738 METERS 11607     |
 TR1009| TR0998 BELLINGHAM CITY MON BEECH ST         19.680 METERS 12038     |
 TR1009| CF7564 BEECH RM 2                                         17028     |
 TR1009| CF7565 BEECH RM 3                            7.511 METERS 17830     |
 TR1009| TR0996 BELLINGHAM HOSPITAL CHIMNEY         118.542 METERS 20129     |
 TR1009| TR1868 BELLINGHAM WOODS MILL STACK         APPROX. 1.1 KM 2244412.7 |
 TR1009| TR1813 BELLINGHAM GRAIN ELEV SE CHIM       APPROX. 4.1 KM 3250459.4 |
 TR1009| TR1827 BELLINGHAM BREAKWATER ENT LTB       APPROX. 1.9 KM 3293607.5 |
 TR1009| TR1829 BELLINGHAM BREAKWATER ENT LTA       APPROX. 1.9 KM 3304023.6 |
 TR1009| TR1818 BELLINGHAM OESER CEDAR CO CHIM      APPROX. 3.8 KM 3323554.2 |
 TR1009| TR0995 BELLINGHAM BLOEDEL DONOVAN BURNER   130.813 METERS 33448     |
 TR1009| TR1824 BELLINGHAM USWB STORM WARN MST      APPROX. 2.2 KM 3375949.9 |
 TR1009| TR1007 WHATCOM WATERWAY LIGHT              APPROX. 0.7 KM 3464453.0 |
 TR1009| TR1013 BELLINGHAM WHAT FAL MILL BURN       APPROX. 1.7 KM 3571543.9 |
 TR1009|---------------------------------------------------------------------|
 TR1009
 TR1009                          SUPERSEDED SURVEY CONTROL
 TR1009
 TR1009  NAD 83(1986)-  48 44 17.96291(N)    122 29 32.73402(W) AD(       ) 3
 TR1009  NAD 27      -  48 44 18.57500(N)    122 29 28.12600(W) AD(       ) 3
 TR1009
 TR1009.Superseded values are not recommended for survey control.
 TR1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1009.See file dsdata.txt to determine how the superseded data were derived.
 TR1009
 TR1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3731998491(NAD 83)
 TR1009_MARKER: Z = SEE DESCRIPTION
 TR1009_SETTING: 0 = UNSPECIFIED SETTING
 TR1009
 TR1009  HISTORY     - Date     Condition        Report By
 TR1009  HISTORY     - 1914     MONUMENTED       CGS
 TR1009  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TR1009  HISTORY     - 1951     SEE DESCRIPTION  CGS
 TR1009  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TR1009  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR1009  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 TR1009
 TR1009                          STATION DESCRIPTION
 TR1009
 TR1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (FHH)
 TR1009'STATION IS IN FRONT OF ST. JOSEPHS HOSPITAL, BETWEEN THE STREET
 TR1009'AND BELLINGHAM BAY.
 TR1009'
 TR1009'AT THE STATION, THE ANGLE BETWEEN THE CUPOLA ON THE HOSPITAL AND
 TR1009'THE HOSPITAL CHIMNEY IS 32 DEGREES, 4 MINUTES.
 TR1009'
 TR1009'STATION MARK IS A STANDARD BRONZE DISK SET IN A MASS OF CONCRETE, 3
 TR1009'INCHES BELOW THE SURFACE.
 TR1009'
 TR1009'DISTANCE TO REFERENCE MARKS--
 TR1009'
 TR1009'TO CENTER OR NEAR RAIL OF STREET CAR TRACK, 17.95 METERS.
 TR1009'
 TR1009'TO HIGHEST POINT BIG GRANITE ROCK ALMOST IN RANGE WITH THE MORSE
 TR1009'HARDWARE SIGN, 2.89 METERS.
 TR1009'
 TR1009'TO HIGHEST POINT OF BIG BOULDER ON RANGE WITH ENTRANCE TO HOSPITAL,
 TR1009'7.02 METERS.
 TR1009
 TR1009                          STATION RECOVERY (1927)
 TR1009
 TR1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1009'STATION RECOVERED.  ADDITIONAL INFORMATION WAS TAKEN AS FOLLOWS--
 TR1009'
 TR1009'REFERENCE NO.3 IS A STANDARD BRONZE DISK SET IN THE BOULDER
 TR1009'REFERRED TO IN THE ORIGINAL DESCRIPTION AS ON RANGE WITH ENTRANCE
 TR1009'TO HOSPITAL.
 TR1009
 TR1009                          STATION RECOVERY (1951)
 TR1009
 TR1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 TR1009'RECOVERED
 TR1009'
 TR1009'THE STATION, THE REFERENCE MARK AND THE THREE WITNESS MARKS WERE
 TR1009'RECOVERED IN GOOD CONDITION.  A NEW REFERENCE MARK, NO. 4, WAS
 TR1009'SET.  DIRECTIONS ARE NOT IN AGREEMENT WITH THOSE LISTED IN THE 1927
 TR1009'DESCRIPTION BY G.C.J.  THERE IS NO STACK VISIBLE IN THE DIRECTION
 TR1009'INDICATED FOR HOSPITAL STACK.
 TR1009'
 TR1009'AT BELLINGHAM, ABOUT 1-1/4 MILES SOUTHWEST OF THE BUSINESS SECTION,
 TR1009'NORTHWEST OF AND ACROSS STATE STREET FROM THE SIDEWALK ENTRANCE TO
 TR1009'ST. JOSEPHS HOSPITAL AT 250 STATE STREET N., 17.9 METERS NORTHWEST
 TR1009'OF THE NORTHWEST RAIL OF A STREETCAR TRACK ON THE CENTERLINE OF THE
 TR1009'STREET, 11.0 METERS NORTHEAST OF A 24-INCH POPLAR TREE AT THE TOP
 TR1009'OF A STEEP SLOPE, 3.5 METERS SOUTHEAST OF THE TOP OF THE STEEP
 TR1009'SLOPE, 9.6 METERS NORTHWEST OF A POWER POLE AND 4.0 METERS EAST OF A
 TR1009'POWER POLE.  A STANDARD TRIANGULATION STATION DISK, UNSTAMPED, SET
 TR1009'IN A MASS OF CONCRETE 3 INCHES BELOW THE SURFACE.
 TR1009'
 TR1009'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, NOT STAMPED,
 TR1009'SET IN A DRILL HOLE IN A LARGE GRANITE ROCK ON THE NORTHWEST SIDE
 TR1009'OF STATE STREET, 4 METERS NORTHWEST OF THE EDGE OF THE PAVING AND AT
 TR1009'THE EDGE OF THE PARKING AREA ACROSS FROM THE HOSPITAL.
 TR1009'
 TR1009'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK STAMPED BEECH 1914
 TR1009'4 1951 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 TR1009'IS ON THE NORTHWEST SIDE OF STATE STREET, ABOUT 4 METERS NORTHWEST
 TR1009'OF THE EDGE OF PAVING AND AT THE EDGE OF THE PARKING AREA ACROSS
 TR1009'FROM THE HOSPITAL.
 TR1009
 TR1009                          STATION RECOVERY (1963)
 TR1009
 TR1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CMB)
 TR1009'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.  WHITE WITNESS
 TR1009'POST STILL STANDS BY STATION.
 TR1009
 TR1009                          STATION RECOVERY (1967)
 TR1009
 TR1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR1009'THE STATION, REFERENCE MARKS 1, 3 AND 4 WERE RECOVERED AS DESCRIBED.
 TR1009'THE STATION MARK AND REFERENCE MARK 3, PREVIOUSLY UNSTAMPED DISKS
 TR1009'WERE STAMPED AT THIS TIME.  REFERENCE MARK 2 (CROSS ON HOSPITAL)
 TR1009'WAS NOT RECOVERED.  REFERENCE MARK 1, (HIGHEST POINT OF A BOULDER) IS
 TR1009'OF LIMITED VALUE.
 TR1009'
 TR1009'THE STATION IS LOCATED IN BELLINGHAM, ABOUT 1 MILE SOUTHWEST OF THE
 TR1009'MAIN BUSINESS DISTRICT, NORTHWEST OF AND ACROSS THE STREET FROM THE
 TR1009'HOSPITAL (250 STATE STREET NORTH), AT THE TOP EDGE OF A BLUFF.
 TR1009'
 TR1009'THE STATION IS A STANDARD DISK, STAMPED BEECH 1914, SET IN A
 TR1009'CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 TR1009'ABOUT 120 FEET NORTHWEST OF THE STREET ENTRANCE TO THE HOSPITAL, 62
 TR1009'FEET NORTHWEST OF THE CENTERLINE OF STATE STREET, 34 FEET NORTH OF A
 TR1009'30-INCH POPLAR TREE, 31 FEET NORTHWEST OF A WOODEN POWER POLE, 30
 TR1009'FEET SOUTH OF A FIRE HYDRANT, 28 FEET SOUTH OF A STREET SIGN (BEACH
 TR1009'ST N STATE ST) AND ABOUT 10 FEET SOUTHEAST OF THE TOP EDGE OF THE
 TR1009'BLUFF.
 TR1009'
 TR1009'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEECH NO 3 1914, SET IN
 TR1009'A DRILL HOLE IN A LARGE GRANITE BOULDER ABOUT 12 FEET NORTHWEST OF
 TR1009'THE NORTHWEST EDGE OF THE PAVING OF STATE STREET.
 TR1009'
 TR1009'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BEECH 1914 4 1951,
 TR1009'SET IN THE TOP OF AN 18 INCH SQUARE CONCRETE MONUMENT PROJECTING 3
 TR1009'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 9.6 FEET SOUTH OF A
 TR1009'FIRE HYDRANT.
 TR1009'
 TR1009'NOTE--THE STATION AND REFERENCE MARKS MAY BE DESTROYED OR BURIED
 TR1009'UNDER THE FOUNDATION OF A PROPOSED APARTMENT HOUSE.  A STATION BEECH
 TR1009'2 1967 WAS ESTABLISHED NEARBY.
 TR1009
 TR1009                          STATION RECOVERY (1987)
 TR1009
 TR1009'RECOVERY NOTE BY US POWER SQUADRON 1987 (FB)
 TR1009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1143 ***********************************************************************
 SX1143  DESIGNATION -  BEEHIVE LOOKOUT
 SX1143  PID         -  SX1143
 SX1143  STATE/COUNTY-  WA/CHELAN
 SX1143  USGS QUAD   -  MISSION PEAK (1987)
 SX1143
 SX1143                         *CURRENT SURVEY CONTROL
 SX1143  ___________________________________________________________________
 SX1143* NAD 83(1991)-  47 19 52.91903(N)    120 23 30.32675(W)     ADJUSTED  
 SX1143* NAVD 88     -                                                        
 SX1143  ___________________________________________________________________
 SX1143  LAPLACE CORR-         -13.47  (seconds)                    DEFLEC99
 SX1143  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 SX1143
 SX1143  HORZ ORDER  -  THIRD
 SX1143
 SX1143.The horizontal coordinates were established by classical geodetic methods
 SX1143.and adjusted by the National Geodetic Survey in December 1991..
 SX1143
 SX1143
 SX1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1143
 SX1143.The geoid height was determined by GEOID03.
 SX1143
 SX1143;                    North         East     Units Scale Factor Converg.
 SX1143;SPC WA N     -    36,938.076   533,377.301   MT  1.00003572   +0 19 43.5
 SX1143;SPC WA N     -   121,187.67  1,749,922.03   sFT  1.00003572   +0 19 43.5
 SX1143;SPC WA S     -   222,096.933   508,181.454   MT  0.99999955   +0 04 43.1
 SX1143;SPC WA S     -   728,663.02  1,667,258.65   sFT  0.99999955   +0 04 43.1
 SX1143;UTM  10      - 5,245,287.793   697,058.384   MT  1.00007725   +1 55 06.3
 SX1143
 SX1143                          SUPERSEDED SURVEY CONTROL
 SX1143
 SX1143  NAD 83(1986)-  47 19 52.92357(N)    120 23 30.30791(W) AD(       ) 4
 SX1143  NAD 27      -  47 19 53.47100(N)    120 23 26.05400(W) AD(       ) 3
 SX1143
 SX1143.Superseded values are not recommended for survey control.
 SX1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1143.See file dsdata.txt to determine how the superseded data were derived.
 SX1143
 SX1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9705845288(NAD 83)
 SX1143_MARKER: 57 = LOOKOUT TOWER
 SX1143
 SX1143  HISTORY     - Date     Condition        Report By
 SX1143  HISTORY     - 1941     FIRST OBSERVED   CGS
 SX1143
 SX1143                          STATION DESCRIPTION
 SX1143
 SX1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SX1143'STATION IS LOCATED 8 MILES SSW OF WENATCHEE, AND 3 MILES NNE OF
 SX1143'TRIANGULATION STATION BALDY, ON THE TOP OF A SHOULDER ON THE N
 SX1143'SIDE OF THE MISSION RANGE.  IT IS A STANDARD SIZED, SQUARE, U.S.F.S.
 SX1143'LOOKOUT TOWER.  THE FINIAL ON THE PEAK OF THE ROOF WAS USED.  THIS
 SX1143'IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3029 ***********************************************************************
 SY3029  DESIGNATION -  BEL
 SY3029  PID         -  SY3029
 SY3029  STATE/COUNTY-  WA/PIERCE
 SY3029  USGS QUAD   -  STEILACOOM (1994)
 SY3029
 SY3029                         *CURRENT SURVEY CONTROL
 SY3029  ___________________________________________________________________
 SY3029* NAD 83(1991)-  47 14 38.45269(N)    122 33 47.27895(W)     ADJUSTED  
 SY3029* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SY3029  ___________________________________________________________________
 SY3029  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 SY3029  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY3029
 SY3029  HORZ ORDER  -  SECOND
 SY3029
 SY3029.The horizontal coordinates were established by classical geodetic methods
 SY3029.and adjusted by the National Geodetic Survey in December 1991..
 SY3029
 SY3029.The orthometric height was scaled from a topographic map.
 SY3029
 SY3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3029
 SY3029.The geoid height was determined by GEOID03.
 SY3029
 SY3029;                    North         East     Units Scale Factor Converg.
 SY3029;SPC WA S     -   214,422.588   343,822.995   MT  0.99998079   -1 29 55.1
 SY3029;SPC WA S     -   703,484.77  1,128,025.94   sFT  0.99998079   -1 29 55.1
 SY3029;SPC WA N     -    28,602.278   369,042.019   MT  1.00005757   -1 17 16.3
 SY3029;SPC WA N     -    93,839.31  1,210,765.36   sFT  1.00005757   -1 17 16.3
 SY3029;UTM  10      - 5,232,373.700   533,061.522   MT  0.99961343   +0 19 14.8
 SY3029
 SY3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3029!SPC WA S     -   1.00000275  x   0.99998079  =   0.99998354
 SY3029!SPC WA N     -   1.00000275  x   1.00005757  =   1.00006032
 SY3029!UTM  10      -   1.00000275  x   0.99961343  =   0.99961618
 SY3029
 SY3029:                Primary Azimuth Mark                     Grid Az
 SY3029:SPC WA S     -  MIST                                     033 23 25.8
 SY3029:SPC WA N     -  MIST                                     033 10 47.0
 SY3029:UTM  10      -  MIST                                     031 34 15.9
 SY3029
 SY3029|---------------------------------------------------------------------|
 SY3029| PID    Reference Object                     Distance      Geod. Az  |
 SY3029|                                                           dddmmss.s |
 SY3029| SY2903 MIST                                APPROX. 2.6 KM 0315330.7 |
 SY3029| CE3353 BEL RM                                8.320 METERS 08518     |
 SY3029|---------------------------------------------------------------------|
 SY3029
 SY3029                          SUPERSEDED SURVEY CONTROL
 SY3029
 SY3029  NAD 83(1986)-  47 14 38.44772(N)    122 33 47.28949(W) AD(       ) 2
 SY3029  NAD 27      -  47 14 39.09100(N)    122 33 42.83600(W) AD(       ) 2
 SY3029
 SY3029.Superseded values are not recommended for survey control.
 SY3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3029.See file dsdata.txt to determine how the superseded data were derived.
 SY3029
 SY3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3306232374(NAD 83)
 SY3029_MARKER: DS = TRIANGULATION STATION DISK
 SY3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3029
 SY3029  HISTORY     - Date     Condition        Report By
 SY3029  HISTORY     - 1924     MONUMENTED       CGS
 SY3029  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SY3029
 SY3029                          STATION DESCRIPTION
 SY3029
 SY3029'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3029'THIS POINT IS LOCATED ON E SIDE OF PUGET SOUND AT THE NARROWS
 SY3029'BELOW TACOMA, WASHINGTON.  IT IS ON A SAND SPIT FORMED BY DAY ISLAND
 SY3029'ANCHORAGE AND THE NARROWS.  LOCATED AT THE NORTHERN POINT OF SPIT
 SY3029'AND FACES HALE PASSAGE.
 SY3029'
 SY3029'STATION IS MARKED BY A STANDARD BRONZE
 SY3029'DISK SET IN A CONCRETE BLOCK BURIED 3 FEET IN THE GROUND.  THE MARK
 SY3029'IS ON THE BEACH ABOUT 100 FEET N OF WHITE FLAGPOLE AND 40 FEET NW
 SY3029'OF NW CORNER OF THIRD HOUSE FROM N END OF SPIT.
 SY3029'
 SY3029'REFERENCE MARK IS MARKED BY A STANDARD
 SY3029'BRONZE DISK SET IN A CONCRETE BLOCK SET 3 FEET IN THE GROUND.  THE
 SY3029'REFERENCE MARK IS NE OF THE STATION AND IS ALONG THE BANK.
 SY3029
 SY3029                          STATION RECOVERY (1935)
 SY3029
 SY3029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3029'STATION DESTROYED BY BEACH EROSION.
 SY3029'
 SY3029'FOUND BROKEN SECTIONS OF MONUMENT CONTAINING BOTH THE STATION
 SY3029'AND REFERENCE MARKS.
 SY3029'
 SY3029'ESTABLISHED NEW STATION BEL 2 - 1935 AT A HIGHER ELEVATION THAN
 SY3029'ORIGINAL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1045 ***********************************************************************
 SB1045  DESIGNATION -  BEL
 SB1045  PID         -  SB1045
 SB1045  STATE/COUNTY-  WA/PIERCE
 SB1045  USGS QUAD   -  MOUNT WOW (1971)
 SB1045
 SB1045                         *CURRENT SURVEY CONTROL
 SB1045  ___________________________________________________________________
 SB1045* NAD 83(1991)-  46 47 03.26274(N)    121 56 25.92132(W)     ADJUSTED  
 SB1045* NAVD 88     -      1671.1    (meters)    5483.     (feet)  VERTCON   
 SB1045  ___________________________________________________________________
 SB1045  LAPLACE CORR-          14.05  (seconds)                    DEFLEC99
 SB1045  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 SB1045
 SB1045  HORZ ORDER  -  FIRST
 SB1045
 SB1045.The horizontal coordinates were established by classical geodetic methods
 SB1045.and adjusted by the National Geodetic Survey in December 1991..
 SB1045
 SB1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1045
 SB1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1045
 SB1045.The geoid height was determined by GEOID03.
 SB1045
 SB1045;                    North         East     Units Scale Factor Converg.
 SB1045;SPC WA S     -   162,273.430   390,013.348   MT  0.99992063   -1 02 47.0
 SB1045;SPC WA S     -   532,392.08  1,279,568.79   sFT  0.99992063   -1 02 47.0
 SB1045;UTM  10      - 5,181,732.831   580,869.930   MT  0.99968038   +0 46 19.8
 SB1045
 SB1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1045!SPC WA S     -   0.99974123  x   0.99992063  =   0.99966188
 SB1045!UTM  10      -   0.99974123  x   0.99968038  =   0.99942170
 SB1045
 SB1045|---------------------------------------------------------------------|
 SB1045| PID    Reference Object                     Distance      Geod. Az  |
 SB1045|                                                           dddmmss.s |
 SB1045| CF4085 BEL RM NE                             5.940 METERS 00828     |
 SB1045| CF4086 BEL RM SE                             7.260 METERS 14845     |
 SB1045| CF4087 BEL RM SSW                           16.890 METERS 19500     |
 SB1045| SC1308 LEN                                 APPROX.54.6 KM 1955251.8 |
 SB1045| CF4088 BEL RM SW                             5.240 METERS 19621     |
 SB1045|---------------------------------------------------------------------|
 SB1045
 SB1045                          SUPERSEDED SURVEY CONTROL
 SB1045
 SB1045  NAD 83(1991)-  46 47 03.26792(N)    121 56 25.89593(W) AD(       ) 1
 SB1045  NAD 83(1986)-  46 47 03.27338(N)    121 56 25.95145(W) AD(       ) 1
 SB1045  NAD 27      -  46 47 03.88200(N)    121 56 21.55900(W) AD(       ) 1
 SB1045  NGVD 29 (07/19/86) 1669.9    (m)         5479.     (f) VERT ANG       
 SB1045
 SB1045.Superseded values are not recommended for survey control.
 SB1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1045.See file dsdata.txt to determine how the superseded data were derived.
 SB1045
 SB1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES8087081733(NAD 83)
 SB1045_MARKER: DS = TRIANGULATION STATION DISK
 SB1045_SETTING: 66 = SET IN ROCK OUTCROP
 SB1045_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SB1045
 SB1045  HISTORY     - Date     Condition        Report By
 SB1045  HISTORY     - 1905     MONUMENTED       CGS
 SB1045  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SB1045
 SB1045                          STATION DESCRIPTION
 SB1045
 SB1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (OBF)
 SB1045'ON MT. BELJICA A HIGH ROCKY PEAK ABOUT 10 OR 12 MILES A LITTLE S
 SB1045'OF W OF MOUNT RAINIER, AND ABOUT 9-1/2 MILES BY ROAD FROM
 SB1045'ASHFORK.  FROM ASHFORK THERE IS A HIGHWAY LEADING TO MESSLERS PLACE
 SB1045'ABOUT 5 MILES DISTANT, THEN A TRAIL IN THE DIRECTION OF BALD ROCK
 SB1045'AND EAGLE ROCK, WHICH LEADS TO CHRISTINE LAKE FROM WHERE THE PEAK
 SB1045'MAY BE SEEN ABOUT 1/2 MILE DISTANT A LITTLE TO THE W OF N.  THE
 SB1045'STATION IS MARKED BY AN OLD-TYPE STATION MARK, CEMENTED INTO A
 SB1045'DRILL HOLE IN THE ROCK.  THREE REFERENCE MARKS ARE DRILL OR
 SB1045'PUNCH HOLES IN THE TOP OF 3/8-INCH COPPER BOLTS 3 INCHES LONG,
 SB1045'WHICH ARE LEADED OR CEMENTED INTO DRILL HOLE IN ROCK WITH THE TOP
 SB1045'OF THE BOLT FLUSH WITH THE SURFACE, ARE AT THE FOLLOWING
 SB1045'DISTANCES AND BEARINGS FROM THE STATION--7.26 METERS, S 14 DEG 26
 SB1045'MIN E.  5.24 METERS, S 16 DEG 22 MIN W.  AND 5.94 METERS, N 08 DEG
 SB1045'29 MIN E.  A DRILL HOLE IS 16.89 METERS FROM THE STATION
 SB1045'S 15 DEG 01 MIN W.
 SB1045
 SB1045                          STATION RECOVERY (1946)
 SB1045
 SB1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBB)
 SB1045'STATION RECOVERED IN POOR CONDITION.  THE DRILL HOLE THE MARK WAS
 SB1045'SET IN WAS RECOVERED AND DISTANCES TO REFERENCE MARKS CHECKED 1905
 SB1045'MEASUREMENTS.
 SB1045'
 SB1045'FOR ADDITIONAL INFORMATION SEE DESCRIPTION OF BEL 2 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5667 ***********************************************************************
 SY5667  DESIGNATION -  BEL 1
 SY5667  PID         -  SY5667
 SY5667  STATE/COUNTY-  WA/KING
 SY5667  USGS QUAD   -  AUBURN (1994)
 SY5667
 SY5667                         *CURRENT SURVEY CONTROL
 SY5667  ___________________________________________________________________
 SY5667* NAD 83(1986)-  47 37 19.     (N)    122 10 01.     (W)     SCALED    
 SY5667* NAVD 88     -        45.072  (meters)     147.87   (feet)  ADJUSTED  
 SY5667  ___________________________________________________________________
 SY5667  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY5667  DYNAMIC HT  -          45.077 (meters)     147.89  (feet)  COMP
 SY5667  MODELED GRAV-     980,711.8   (mgal)                       NAVD 88
 SY5667
 SY5667  VERT ORDER  -  SECOND    CLASS II
 SY5667
 SY5667.The horizontal coordinates were scaled from a topographic map and have
 SY5667.an estimated accuracy of +/- 6 seconds.
 SY5667
 SY5667.The orthometric height was determined by differential leveling
 SY5667.and adjusted by the National Geodetic Survey in October 1996..
 SY5667
 SY5667.The geoid height was determined by GEOID03.
 SY5667
 SY5667.The dynamic height is computed by dividing the NAVD 88
 SY5667.geopotential number by the normal gravity value computed on the
 SY5667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5667.degrees latitude (g = 980.6199 gals.).
 SY5667
 SY5667.The modeled gravity was interpolated from observed gravity values.
 SY5667
 SY5667;                    North         East    Units  Estimated Accuracy
 SY5667;SPC WA N     -    70,020.      399,760.      MT  (+/- 180 meters Scaled)
 SY5667
 SY5667                          SUPERSEDED SURVEY CONTROL
 SY5667
 SY5667.No superseded survey control is available for this station.
 SY5667
 SY5667_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET625746(NAD 83)
 SY5667_MARKER: Q = CHISELED SQUARE
 SY5667_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY5667_SP_SET: CURB
 SY5667_MARK LOGO: NONE  
 SY5667_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5667+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5667
 SY5667  HISTORY     - Date     Condition        Report By
 SY5667  HISTORY     - 1990     MONUMENTED       WA0109
 SY5667  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY5667  HISTORY     - 20010529 POOR             USPSQD
 SY5667
 SY5667                          STATION DESCRIPTION
 SY5667
 SY5667'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5667'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5667'KM (10.0 MI) EAST OF SEATTLE, 4.8 KM (3.0 MI) SOUTH OF REDMOND AND ON
 SY5667'STREET RIGHT-OF-WAY.
 SY5667'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5667'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5667'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST.  TURN LEFT
 SY5667'AND GO NORTH ON 148TH AVENUE NORTHEAST FOR 1.13 KM (0.70 MI) TO THE
 SY5667'JUNCTION OF BEL-RED ROAD. TURN LEFT AND GO SOUTHWEST ON BEL-RED ROAD
 SY5667'FOR 1.77 KM (1.10 MI) TO THE INTERSECTION OF 130TH AVENUE NORTHEAST
 SY5667'AND THE STATION ON THE RIGHT.
 SY5667'THE MARK IS A CHISELED SQUARE IN THE TOP OF THE CURB AT THE NORTH END
 SY5667'OF THE WHEELCHAIR RAMP IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 SY5667
 SY5667                          STATION RECOVERY (2001)
 SY5667
 SY5667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5667'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5667
 SY5667                          STATION RECOVERY (2001)
 SY5667
 SY5667'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5667'RECOVERED AS DESCRIBED.  MARK IS CHISELED IN CONCRETE BUT SURROUNDING
 SY5667'CONCRETE IS WEARING.  ALSO MARKED BY YELLOW PAINT ON PAVEMENT WHICH IS
 SY5667'NEARLY WORN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5677 ***********************************************************************
 SY5677  DESIGNATION -  BEL 11
 SY5677  PID         -  SY5677
 SY5677  STATE/COUNTY-  WA/KING
 SY5677  USGS QUAD   -  AUBURN (1994)
 SY5677
 SY5677                         *CURRENT SURVEY CONTROL
 SY5677  ___________________________________________________________________
 SY5677* NAD 83(1986)-  47 37 02.     (N)    122 08 36.     (W)     SCALED    
 SY5677* NAVD 88     -        77.307  (meters)     253.63   (feet)  ADJUSTED  
 SY5677  ___________________________________________________________________
 SY5677  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 SY5677  DYNAMIC HT  -          77.314 (meters)     253.65  (feet)  COMP
 SY5677  MODELED GRAV-     980,708.1   (mgal)                       NAVD 88
 SY5677
 SY5677  VERT ORDER  -  SECOND    CLASS II
 SY5677
 SY5677.The horizontal coordinates were scaled from a topographic map and have
 SY5677.an estimated accuracy of +/- 6 seconds.
 SY5677
 SY5677.The orthometric height was determined by differential leveling
 SY5677.and adjusted by the National Geodetic Survey in October 1996..
 SY5677
 SY5677.The geoid height was determined by GEOID03.
 SY5677
 SY5677.The dynamic height is computed by dividing the NAVD 88
 SY5677.geopotential number by the normal gravity value computed on the
 SY5677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5677.degrees latitude (g = 980.6199 gals.).
 SY5677
 SY5677.The modeled gravity was interpolated from observed gravity values.
 SY5677
 SY5677;                    North         East    Units  Estimated Accuracy
 SY5677;SPC WA N     -    69,460.      401,530.      MT  (+/- 180 meters Scaled)
 SY5677
 SY5677                          SUPERSEDED SURVEY CONTROL
 SY5677
 SY5677.No superseded survey control is available for this station.
 SY5677
 SY5677_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET643741(NAD 83)
 SY5677_MARKER: DD = SURVEY DISK
 SY5677_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY5677_SP_SET: DRILL HOLE CURB
 SY5677_STAMPING: BEL 11 1990
 SY5677_MARK LOGO: NONE  
 SY5677_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5677+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5677
 SY5677  HISTORY     - Date     Condition        Report By
 SY5677  HISTORY     - 1990     MONUMENTED       WA0109
 SY5677  HISTORY     - 19961105 MARK NOT FOUND   USPSQD
 SY5677  HISTORY     - 20011105 MARK NOT FOUND   USPSQD
 SY5677
 SY5677                          STATION DESCRIPTION
 SY5677
 SY5677'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5677'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5677'KM (10.0 MI) EAST OF SEATTLE, 4.8 KM (3.0 MI) SOUTH OF REDMOND AND ON
 SY5677'STREET RIGHT-OF-WAY.
 SY5677'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5677'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5677'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST AND THE
 SY5677'STATION ON THE LEFT.
 SY5677'THE MARK IS SET IN A DRILL HOLE IN THE CURB AT THE NORTH END OF THE
 SY5677'WHEELCHAIR RAMP IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 SY5677'NORTHEAST 8TH STRET AND 148TH AVENUE NORTHEAST.
 SY5677
 SY5677                          STATION RECOVERY (1996)
 SY5677
 SY5677'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5677'MARK NOT FOUND.
 SY5677
 SY5677                          STATION RECOVERY (2001)
 SY5677
 SY5677'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEL)
 SY5677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5678 ***********************************************************************
 SY5678  DESIGNATION -  BEL 12
 SY5678  PID         -  SY5678
 SY5678  STATE/COUNTY-  WA/KING
 SY5678  USGS QUAD   -  
 SY5678
 SY5678                         *CURRENT SURVEY CONTROL
 SY5678  ___________________________________________________________________
 SY5678* NAD 83(1986)-  47 37 38.     (N)    122 08 36.     (W)     SCALED    
 SY5678* NAVD 88     -        90.765  (meters)     297.78   (feet)  ADJUSTED  
 SY5678  ___________________________________________________________________
 SY5678  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 SY5678  DYNAMIC HT  -          90.773 (meters)     297.81  (feet)  COMP
 SY5678  MODELED GRAV-     980,707.4   (mgal)                       NAVD 88
 SY5678
 SY5678  VERT ORDER  -  SECOND    CLASS II
 SY5678
 SY5678.The horizontal coordinates were scaled from a topographic map and have
 SY5678.an estimated accuracy of +/- 6 seconds.
 SY5678
 SY5678.The orthometric height was determined by differential leveling
 SY5678.and adjusted by the National Geodetic Survey in October 1996..
 SY5678
 SY5678.The geoid height was determined by GEOID03.
 SY5678
 SY5678.The dynamic height is computed by dividing the NAVD 88
 SY5678.geopotential number by the normal gravity value computed on the
 SY5678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5678.degrees latitude (g = 980.6199 gals.).
 SY5678
 SY5678.The modeled gravity was interpolated from observed gravity values.
 SY5678
 SY5678;                    North         East    Units  Estimated Accuracy
 SY5678;SPC WA N     -    70,570.      401,550.      MT  (+/- 180 meters Scaled)
 SY5678
 SY5678                          SUPERSEDED SURVEY CONTROL
 SY5678
 SY5678.No superseded survey control is available for this station.
 SY5678
 SY5678_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET643752(NAD 83)
 SY5678_MARKER: DD = SURVEY DISK
 SY5678_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY5678_SP_SET: DRILL HOLE CURB
 SY5678_STAMPING: BEL 12 1990
 SY5678_MARK LOGO: NONE  
 SY5678_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5678+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 SY5678
 SY5678  HISTORY     - Date     Condition        Report By
 SY5678  HISTORY     - 1990     MONUMENTED       WA0109
 SY5678  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY5678  HISTORY     - 20010529 GOOD             USPSQD
 SY5678
 SY5678                          STATION DESCRIPTION
 SY5678
 SY5678'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5678'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5678'KM (10.0 MI) EAST OF SEATTLE, 4.8 KM (3.0 MI) SOUTH OF REDMOND AND ON
 SY5678'STREET RIGHT-OF-WAY.
 SY5678'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5678'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5678'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST.  TURN LEFT
 SY5678'AND GO NORTH ON 148TH AVENUE NORTHEAST FOR 1.21 KM (0.75 MI) TO THE
 SY5678'INTERSECTION OF NORTHEAST 20TH STREET AND THE STATION ON THE LEFT.
 SY5678'THE MARK IS SET IN A DRILL HOLE IN THE CURB AT THE SOUTHWEST ANGLE OF
 SY5678'THE INTERSECTION OF  148TH AVENUE NORTHEAST AND NORTHEAST 20TH
 SY5678'STREET.
 SY5678
 SY5678                          STATION RECOVERY (2001)
 SY5678
 SY5678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5678'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5678
 SY5678                          STATION RECOVERY (2001)
 SY5678
 SY5678'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5679 ***********************************************************************
 SY5679  DESIGNATION -  BEL 13
 SY5679  PID         -  SY5679
 SY5679  STATE/COUNTY-  WA/KING
 SY5679  USGS QUAD   -  AUBURN (1994)
 SY5679
 SY5679                         *CURRENT SURVEY CONTROL
 SY5679  ___________________________________________________________________
 SY5679* NAD 83(1986)-  47 36 54.     (N)    122 08 56.     (W)     SCALED    
 SY5679* NAVD 88     -        81.735  (meters)     268.16   (feet)  ADJUSTED  
 SY5679  ___________________________________________________________________
 SY5679  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SY5679  DYNAMIC HT  -          81.743 (meters)     268.19  (feet)  COMP
 SY5679  MODELED GRAV-     980,709.8   (mgal)                       NAVD 88
 SY5679
 SY5679  VERT ORDER  -  SECOND    CLASS II
 SY5679
 SY5679.The horizontal coordinates were scaled from a topographic map and have
 SY5679.an estimated accuracy of +/- 6 seconds.
 SY5679
 SY5679.The orthometric height was determined by differential leveling
 SY5679.and adjusted by the National Geodetic Survey in October 1996..
 SY5679
 SY5679.The geoid height was determined by GEOID03.
 SY5679
 SY5679.The dynamic height is computed by dividing the NAVD 88
 SY5679.geopotential number by the normal gravity value computed on the
 SY5679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5679.degrees latitude (g = 980.6199 gals.).
 SY5679
 SY5679.The modeled gravity was interpolated from observed gravity values.
 SY5679
 SY5679;                    North         East    Units  Estimated Accuracy
 SY5679;SPC WA N     -    69,220.      401,110.      MT  (+/- 180 meters Scaled)
 SY5679
 SY5679                          SUPERSEDED SURVEY CONTROL
 SY5679
 SY5679.No superseded survey control is available for this station.
 SY5679
 SY5679_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET639738(NAD 83)
 SY5679_MARKER: DD = SURVEY DISK
 SY5679_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY5679_SP_SET: DRILL HOLE CURB
 SY5679_STAMPING: BEL 13 1990
 SY5679_MARK LOGO: NONE  
 SY5679_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5679+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5679
 SY5679  HISTORY     - Date     Condition        Report By
 SY5679  HISTORY     - 1990     MONUMENTED       WA0109
 SY5679  HISTORY     - 19961105 MARK NOT FOUND   USPSQD
 SY5679  HISTORY     - 20011105 MARK NOT FOUND   USPSQD
 SY5679  HISTORY     - 20060410 MARK NOT FOUND   GEOCAC
 SY5679
 SY5679                          STATION DESCRIPTION
 SY5679
 SY5679'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5679'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5679'KM (10.0 MI) EAST OF SEATTLE, 4.8 KM (3.0 MI) SOUTH OF REDMOND AND ON
 SY5679'STREET RIGHT-OF-WAY.
 SY5679'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5679'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5679'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5679'AND GO SOUTH ON 148TH AVENUE NORTHEAST FOR 0.16 KM (0.10 MI) TO THE
 SY5679'INTERSECTION OF NORTHEAST 6TH STREET AND THE STATION ON THE RIGHT.
 SY5679'THE MARK IS SET IN A DRILL HOLE IN THE CURB AT THE SOUTHWEST ANGLE OF
 SY5679'THE INTERSECTION OF  148TH AVENUE NORTHEAST AND NORTHEAST 6TH STREET.
 SY5679
 SY5679                          STATION RECOVERY (1996)
 SY5679
 SY5679'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5679'MARK NOT FOUND.
 SY5679
 SY5679                          STATION RECOVERY (2001)
 SY5679
 SY5679'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEL)
 SY5679'MARK NOT FOUND.
 SY5679
 SY5679                          STATION RECOVERY (2006)
 SY5679
 SY5679'RECOVERY NOTE BY GEOCACHING 2006
 SY5679'THE STREET HAS BEEN WIDENED HERE FOR A SHORT DISTANCE AND THE SETTING
 SY5679'CURB REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5680 ***********************************************************************
 SY5680  DESIGNATION -  BEL 14
 SY5680  PID         -  SY5680
 SY5680  STATE/COUNTY-  WA/KING
 SY5680  USGS QUAD   -  AUBURN (1994)
 SY5680
 SY5680                         *CURRENT SURVEY CONTROL
 SY5680  ___________________________________________________________________
 SY5680* NAD 83(1986)-  47 36 47.     (N)    122 08 35.     (W)     SCALED    
 SY5680* NAVD 88     -        82.613  (meters)     271.04   (feet)  ADJUSTED  
 SY5680  ___________________________________________________________________
 SY5680  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 SY5680  DYNAMIC HT  -          82.621 (meters)     271.07  (feet)  COMP
 SY5680  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 SY5680
 SY5680  VERT ORDER  -  SECOND    CLASS II
 SY5680
 SY5680.The horizontal coordinates were scaled from a topographic map and have
 SY5680.an estimated accuracy of +/- 6 seconds.
 SY5680
 SY5680.The orthometric height was determined by differential leveling
 SY5680.and adjusted by the National Geodetic Survey in October 1996..
 SY5680
 SY5680.The geoid height was determined by GEOID03.
 SY5680
 SY5680.The dynamic height is computed by dividing the NAVD 88
 SY5680.geopotential number by the normal gravity value computed on the
 SY5680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5680.degrees latitude (g = 980.6199 gals.).
 SY5680
 SY5680.The modeled gravity was interpolated from observed gravity values.
 SY5680
 SY5680;                    North         East    Units  Estimated Accuracy
 SY5680;SPC WA N     -    69,000.      401,540.      MT  (+/- 180 meters Scaled)
 SY5680
 SY5680                          SUPERSEDED SURVEY CONTROL
 SY5680
 SY5680.No superseded survey control is available for this station.
 SY5680
 SY5680_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET644736(NAD 83)
 SY5680_MARKER: DD = SURVEY DISK
 SY5680_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY5680_SP_SET: DRILL HOLE CURB
 SY5680_STAMPING: BEL 14 1990
 SY5680_MARK LOGO: NONE  
 SY5680_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5680+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5680
 SY5680  HISTORY     - Date     Condition        Report By
 SY5680  HISTORY     - 1990     MONUMENTED       WA0109
 SY5680  HISTORY     - 19961105 GOOD             USPSQD
 SY5680  HISTORY     - 20060410 GOOD             GEOCAC
 SY5680
 SY5680                          STATION DESCRIPTION
 SY5680
 SY5680'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5680'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5680'KM (10.0 MI) EAST OF SEATTLE, 4.8 KM (3.0 MI) SOUTH OF REDMOND AND ON
 SY5680'STREET RIGHT-OF-WAY.
 SY5680'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5680'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5680'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5680'AND GO SOUTH ON 148TH AVENUE NORTHEAST FOR 0.48 KM (0.30 MI) TO THE
 SY5680'INTERSECTION OF NORTHEAST 3RD STREET AND THE STATION ON THE RIGHT.
 SY5680'THE MARK IS SET IN A DRILL HOLE IN THE CURB AT THE SOUTHWEST ANGLE OF
 SY5680'THE INTERSECTION OF  148TH AVENUE NORTHEAST AND NORTHEAST 3RD STREET.
 SY5680
 SY5680                          STATION RECOVERY (1996)
 SY5680
 SY5680'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5680'RECOVERED IN GOOD CONDITION.
 SY5680
 SY5680                          STATION RECOVERY (2006)
 SY5680
 SY5680'RECOVERY NOTE BY GEOCACHING 2006
 SY5680'THE LOCATION IS PRECISELY AS DESCRIBED, HANDHELD COORDINATES N 47 36
 SY5680'45.8, W 122 08 35.3.
 SY5680'THE DISK IS NOT STAMPED, AND IS A CITY OF BELLEVUE DISK, NOT KING
 SY5680'COUNTY (WA0109).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5681 ***********************************************************************
 SY5681  DESIGNATION -  BEL 15
 SY5681  PID         -  SY5681
 SY5681  STATE/COUNTY-  WA/KING
 SY5681  USGS QUAD   -  AUBURN (1994)
 SY5681
 SY5681                         *CURRENT SURVEY CONTROL
 SY5681  ___________________________________________________________________
 SY5681* NAD 83(1986)-  47 36 10.     (N)    122 08 32.     (W)     SCALED    
 SY5681* NAVD 88     -        85.525  (meters)     280.59   (feet)  ADJUSTED  
 SY5681  ___________________________________________________________________
 SY5681  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 SY5681  DYNAMIC HT  -          85.533 (meters)     280.62  (feet)  COMP
 SY5681  MODELED GRAV-     980,710.8   (mgal)                       NAVD 88
 SY5681
 SY5681  VERT ORDER  -  SECOND    CLASS II
 SY5681
 SY5681.The horizontal coordinates were scaled from a topographic map and have
 SY5681.an estimated accuracy of +/- 6 seconds.
 SY5681
 SY5681.The orthometric height was determined by differential leveling
 SY5681.and adjusted by the National Geodetic Survey in October 1996..
 SY5681
 SY5681.The geoid height was determined by GEOID03.
 SY5681
 SY5681.The dynamic height is computed by dividing the NAVD 88
 SY5681.geopotential number by the normal gravity value computed on the
 SY5681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5681.degrees latitude (g = 980.6199 gals.).
 SY5681
 SY5681.The modeled gravity was interpolated from observed gravity values.
 SY5681
 SY5681;                    North         East    Units  Estimated Accuracy
 SY5681;SPC WA N     -    67,860.      401,580.      MT  (+/- 180 meters Scaled)
 SY5681
 SY5681                          SUPERSEDED SURVEY CONTROL
 SY5681
 SY5681.No superseded survey control is available for this station.
 SY5681
 SY5681_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET644725(NAD 83)
 SY5681_MARKER: DD = SURVEY DISK
 SY5681_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY5681_SP_SET: DRILL HOLE CURB
 SY5681_STAMPING: BEL 15 1990
 SY5681_MARK LOGO: NONE  
 SY5681_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5681+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5681
 SY5681  HISTORY     - Date     Condition        Report By
 SY5681  HISTORY     - 1990     MONUMENTED       WA0109
 SY5681  HISTORY     - 19961105 MARK NOT FOUND   USPSQD
 SY5681  HISTORY     - 20011105 MARK NOT FOUND   USPSQD
 SY5681
 SY5681                          STATION DESCRIPTION
 SY5681
 SY5681'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5681'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5681'KM (10.0 MI) EAST OF SEATTLE, 4.8 KM (3.0 MI) SOUTH OF REDMOND AND ON
 SY5681'STREET RIGHT-OF-WAY.
 SY5681'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5681'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5681'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5681'AND GO SOUTH ON 148TH AVENUE NORTHEAST FOR 1.61 KM (1.00 MI) TO THE
 SY5681'INTERSECTION OF SOUTHEAST 8TH STREET AND THE STATION ON THE RIGHT.
 SY5681'THE MARK IS SET IN A DRILL HOLE IN THE CURB AT THE SOUTHWEST ANGLE OF
 SY5681'THE INTERSECTION OF  148TH AVENUE SOUTHEAST AND NORTHEAST 8TH STREET.
 SY5681
 SY5681                          STATION RECOVERY (1996)
 SY5681
 SY5681'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5681'MARK NOT FOUND.
 SY5681
 SY5681                          STATION RECOVERY (2001)
 SY5681
 SY5681'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEL)
 SY5681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5682 ***********************************************************************
 SY5682  DESIGNATION -  BEL 16
 SY5682  PID         -  SY5682
 SY5682  STATE/COUNTY-  WA/KING
 SY5682  USGS QUAD   -  AUBURN (1994)
 SY5682
 SY5682                         *CURRENT SURVEY CONTROL
 SY5682  ___________________________________________________________________
 SY5682* NAD 83(1986)-  47 35 57.     (N)    122 08 32.     (W)     SCALED    
 SY5682* NAVD 88     -       106.427  (meters)     349.17   (feet)  ADJUSTED  
 SY5682  ___________________________________________________________________
 SY5682  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SY5682  DYNAMIC HT  -         106.437 (meters)     349.20  (feet)  COMP
 SY5682  MODELED GRAV-     980,711.4   (mgal)                       NAVD 88
 SY5682
 SY5682  VERT ORDER  -  SECOND    CLASS II
 SY5682
 SY5682.The horizontal coordinates were scaled from a topographic map and have
 SY5682.an estimated accuracy of +/- 6 seconds.
 SY5682
 SY5682.The orthometric height was determined by differential leveling
 SY5682.and adjusted by the National Geodetic Survey in October 1996..
 SY5682
 SY5682.The geoid height was determined by GEOID03.
 SY5682
 SY5682.The dynamic height is computed by dividing the NAVD 88
 SY5682.geopotential number by the normal gravity value computed on the
 SY5682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5682.degrees latitude (g = 980.6199 gals.).
 SY5682
 SY5682.The modeled gravity was interpolated from observed gravity values.
 SY5682
 SY5682;                    North         East    Units  Estimated Accuracy
 SY5682;SPC WA N     -    67,450.      401,580.      MT  (+/- 180 meters Scaled)
 SY5682
 SY5682                          SUPERSEDED SURVEY CONTROL
 SY5682
 SY5682.No superseded survey control is available for this station.
 SY5682
 SY5682_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET644721(NAD 83)
 SY5682_MARKER: DD = SURVEY DISK
 SY5682_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY5682_SP_SET: DRILL HOLE CURB
 SY5682_STAMPING: BEL 16 1990
 SY5682_MARK LOGO: NONE  
 SY5682_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5682+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 SY5682
 SY5682  HISTORY     - Date     Condition        Report By
 SY5682  HISTORY     - 1990     MONUMENTED       WA0109
 SY5682  HISTORY     - 19961105 GOOD             USPSQD
 SY5682  HISTORY     - 20011209 GOOD             USPSQD
 SY5682  HISTORY     - 20060711 GOOD             USPSQD
 SY5682
 SY5682                          STATION DESCRIPTION
 SY5682
 SY5682'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5682'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5682'KM (10.0 MI) EAST OF SEATTLE, 6.4 KM (4.0 MI) SOUTH OF REDMOND AND ON
 SY5682'STREET RIGHT-OF-WAY.
 SY5682'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5682'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5682'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5682'AND GO SOUTH ON 148TH AVENUE NORTHEAST FOR 2.09 KM (1.30 MI)  TO THE
 SY5682'INTERSECTION OF LAKEHILL BOULEVARD AND THE STATION ON THE RIGHT.
 SY5682'THE MARK IS SET IN A DRILL HOLE IN THE CURB AT THE SOUTHWEST ANGLE OF
 SY5682'THE INTERSECTION OF  148TH AVENUE SOUTHEAST AND LAKEHILL BOULEVARD.
 SY5682
 SY5682                          STATION RECOVERY (1996)
 SY5682
 SY5682'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5682'RECOVERED IN GOOD CONDITION.
 SY5682
 SY5682                          STATION RECOVERY (2001)
 SY5682
 SY5682'RECOVERY NOTE BY US POWER SQUADRON 2001 (AS)
 SY5682'STATION RECOVERED AS DESCRIBED
 SY5682
 SY5682                          STATION RECOVERY (2006)
 SY5682
 SY5682'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5683 ***********************************************************************
 SY5683  DESIGNATION -  BEL 17
 SY5683  PID         -  SY5683
 SY5683  STATE/COUNTY-  WA/KING
 SY5683  USGS QUAD   -  AUBURN (1994)
 SY5683
 SY5683                         *CURRENT SURVEY CONTROL
 SY5683  ___________________________________________________________________
 SY5683* NAD 83(1986)-  47 35 20.     (N)    122 08 32.     (W)     SCALED    
 SY5683* NAVD 88     -       126.258  (meters)     414.23   (feet)  ADJUSTED  
 SY5683  ___________________________________________________________________
 SY5683  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 SY5683  DYNAMIC HT  -         126.270 (meters)     414.27  (feet)  COMP
 SY5683  MODELED GRAV-     980,712.2   (mgal)                       NAVD 88
 SY5683
 SY5683  VERT ORDER  -  SECOND    CLASS II
 SY5683
 SY5683.The horizontal coordinates were scaled from a topographic map and have
 SY5683.an estimated accuracy of +/- 6 seconds.
 SY5683
 SY5683.The orthometric height was determined by differential leveling
 SY5683.and adjusted by the National Geodetic Survey in October 1996..
 SY5683
 SY5683.The geoid height was determined by GEOID03.
 SY5683
 SY5683.The dynamic height is computed by dividing the NAVD 88
 SY5683.geopotential number by the normal gravity value computed on the
 SY5683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5683.degrees latitude (g = 980.6199 gals.).
 SY5683
 SY5683.The modeled gravity was interpolated from observed gravity values.
 SY5683
 SY5683;                    North         East    Units  Estimated Accuracy
 SY5683;SPC WA N     -    66,310.      401,560.      MT  (+/- 180 meters Scaled)
 SY5683
 SY5683                          SUPERSEDED SURVEY CONTROL
 SY5683
 SY5683.No superseded survey control is available for this station.
 SY5683
 SY5683_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET644709(NAD 83)
 SY5683_MARKER: DD = SURVEY DISK
 SY5683_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY5683_SP_SET: DRILL HOLE CURB
 SY5683_STAMPING: BEL 17 1990
 SY5683_MARK LOGO: NONE  
 SY5683_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5683+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 SY5683
 SY5683  HISTORY     - Date     Condition        Report By
 SY5683  HISTORY     - 1990     MONUMENTED       WA0109
 SY5683  HISTORY     - 20010529 GOOD             USPSQD
 SY5683  HISTORY     - 20060711 GOOD             USPSQD
 SY5683
 SY5683                          STATION DESCRIPTION
 SY5683
 SY5683'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5683'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5683'KM (10.0 MI) EAST OF SEATTLE, 6.4 KM (4.0 MI) SOUTH OF REDMOND AND ON
 SY5683'STREET RIGHT-OF-WAY.
 SY5683'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5683'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5683'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5683'AND GO SOUTH ON 148TH AVENUE NORTHEAST FOR 3.22 KM (2.00 MI) TO THE
 SY5683'INTERSECTION OF SOUTHEAST 24TH STRET AND THE STATION ON THE RIGHT.
 SY5683'THE MARK IS SET IN A DRILL HOLE IN THE CURB AT THE NORTHWEST ANGLE OF
 SY5683'THE INTERSECTION OF  148TH AVENUE SOUTHEAST AND SOUTHEAST 24TH
 SY5683'STREET.
 SY5683
 SY5683                          STATION RECOVERY (2001)
 SY5683
 SY5683'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5683'RECOVERED IN GOOD CONDITION.
 SY5683
 SY5683                          STATION RECOVERY (2006)
 SY5683
 SY5683'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5684 ***********************************************************************
 SY5684  DESIGNATION -  BEL 18
 SY5684  PID         -  SY5684
 SY5684  STATE/COUNTY-  WA/KING
 SY5684  USGS QUAD   -  AUBURN (1994)
 SY5684
 SY5684                         *CURRENT SURVEY CONTROL
 SY5684  ___________________________________________________________________
 SY5684* NAD 83(1986)-  47 35 09.     (N)    122 08 32.     (W)     SCALED    
 SY5684* NAVD 88     -       131.500  (meters)     431.43   (feet)  ADJUSTED  
 SY5684  ___________________________________________________________________
 SY5684  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SY5684  DYNAMIC HT  -         131.513 (meters)     431.47  (feet)  COMP
 SY5684  MODELED GRAV-     980,712.0   (mgal)                       NAVD 88
 SY5684
 SY5684  VERT ORDER  -  SECOND    CLASS II
 SY5684
 SY5684.The horizontal coordinates were scaled from a topographic map and have
 SY5684.an estimated accuracy of +/- 6 seconds.
 SY5684
 SY5684.The orthometric height was determined by differential leveling
 SY5684.and adjusted by the National Geodetic Survey in October 1996..
 SY5684
 SY5684.The geoid height was determined by GEOID03.
 SY5684
 SY5684.The dynamic height is computed by dividing the NAVD 88
 SY5684.geopotential number by the normal gravity value computed on the
 SY5684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5684.degrees latitude (g = 980.6199 gals.).
 SY5684
 SY5684.The modeled gravity was interpolated from observed gravity values.
 SY5684
 SY5684;                    North         East    Units  Estimated Accuracy
 SY5684;SPC WA N     -    65,970.      401,550.      MT  (+/- 180 meters Scaled)
 SY5684
 SY5684                          SUPERSEDED SURVEY CONTROL
 SY5684
 SY5684.No superseded survey control is available for this station.
 SY5684
 SY5684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET644706(NAD 83)
 SY5684_MARKER: DD = SURVEY DISK
 SY5684_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY5684_SP_SET: DRILL HOLE IN GUTTER
 SY5684_STAMPING: BEL 18 1990
 SY5684_MARK LOGO: NONE  
 SY5684_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5684+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5684
 SY5684  HISTORY     - Date     Condition        Report By
 SY5684  HISTORY     - 1990     MONUMENTED       WA0109
 SY5684  HISTORY     - 20010530 GOOD             USPSQD
 SY5684  HISTORY     - 20060711 MARK NOT FOUND   USPSQD
 SY5684
 SY5684                          STATION DESCRIPTION
 SY5684
 SY5684'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5684'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5684'KM (10.0 MI) EAST OF SEATTLE, 6.4 KM (4.0 MI) SOUTH OF REDMOND AND ON
 SY5684'STREET RIGHT-OF-WAY.
 SY5684'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5684'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5684'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5684'AND GO SOUTH ON 148TH AVENUE NORTHEAST FOR 3.38 KM (2.10 MI) TO THE
 SY5684'INTERSECTION OF LANDERHOLM CIRCLE AND THE STATION ON THE RIGHT.
 SY5684'THE MARK IS SET IN A DRILL HOLE IN THE CURB AT THE NORTHWEST ANGLE OF
 SY5684'THE INTERSECTION OF  148TH AVENUE SOUTHEAST AND LANDERHOLM CIRCLE.
 SY5684
 SY5684                          STATION RECOVERY (2001)
 SY5684
 SY5684'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5684'LOCATION IS OFF OF CURB ON CONCRETE AT SAME LEVEL AS ROAD SURFACE.
 SY5684
 SY5684                          STATION RECOVERY (2006)
 SY5684
 SY5684'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5684'NEW HANDICAPPED SIDEWALKS INSTALLED AT THIS LOCATION.  STATION NOT
 SY5684'FOUND IN CURB OR CONCRETE APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5685 ***********************************************************************
 SY5685  DESIGNATION -  BEL 19
 SY5685  PID         -  SY5685
 SY5685  STATE/COUNTY-  WA/KING
 SY5685  USGS QUAD   -  AUBURN (1994)
 SY5685
 SY5685                         *CURRENT SURVEY CONTROL
 SY5685  ___________________________________________________________________
 SY5685* NAD 83(1986)-  47 34 51.     (N)    122 08 23.     (W)     SCALED    
 SY5685* NAVD 88     -       105.101  (meters)     344.82   (feet)  ADJUSTED  
 SY5685  ___________________________________________________________________
 SY5685  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 SY5685  DYNAMIC HT  -         105.111 (meters)     344.85  (feet)  COMP
 SY5685  MODELED GRAV-     980,710.4   (mgal)                       NAVD 88
 SY5685
 SY5685  VERT ORDER  -  SECOND    CLASS II
 SY5685
 SY5685.The horizontal coordinates were scaled from a topographic map and have
 SY5685.an estimated accuracy of +/- 6 seconds.
 SY5685
 SY5685.The orthometric height was determined by differential leveling
 SY5685.and adjusted by the National Geodetic Survey in October 1996..
 SY5685
 SY5685.The geoid height was determined by GEOID03.
 SY5685
 SY5685.The dynamic height is computed by dividing the NAVD 88
 SY5685.geopotential number by the normal gravity value computed on the
 SY5685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5685.degrees latitude (g = 980.6199 gals.).
 SY5685
 SY5685.The modeled gravity was interpolated from observed gravity values.
 SY5685
 SY5685;                    North         East    Units  Estimated Accuracy
 SY5685;SPC WA N     -    65,410.      401,730.      MT  (+/- 180 meters Scaled)
 SY5685
 SY5685                          SUPERSEDED SURVEY CONTROL
 SY5685
 SY5685.No superseded survey control is available for this station.
 SY5685
 SY5685_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET646700(NAD 83)
 SY5685_MARKER: B = BOLT
 SY5685_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5685_SP_SET: BOLT IN SIGNAL BASE
 SY5685_MARK LOGO: NONE  
 SY5685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5685+STABILITY: SURFACE MOTION
 SY5685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5685+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 SY5685
 SY5685  HISTORY     - Date     Condition        Report By
 SY5685  HISTORY     - 1990     MONUMENTED       WA0109
 SY5685  HISTORY     - 20010602 GOOD             USPSQD
 SY5685  HISTORY     - 20060711 GOOD             USPSQD
 SY5685
 SY5685                          STATION DESCRIPTION
 SY5685
 SY5685'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5685'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTH OF RENTON, 16.1
 SY5685'KM (10.0 MI) EAST OF SEATTLE, 8.0 KM (5.0 MI) SOUTH OF REDMOND AND ON
 SY5685'STREET RIGHT-OF-WAY.
 SY5685'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5685'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5685'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5685'AND GO SOUTH ON 148TH AVENUE NORTHEAST AND THEN 150TH AVENUE
 SY5685'SOUTHEAST FOR 4.02 KM (2.50 MI) TO THE INTERSECTION OF 150TH AVENUE
 SY5685'SOUTHEAST AND EASTGAE WAY AND THE STATION ON THE LEFT.
 SY5685'THE MARK IS AN X CUT IN THE TOP OF THE SOUTHWEST BOLT IN THE BASE OF
 SY5685'THE TRAFFIC SIGNAL IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 SY5685'150TH AVENUE SOUTHEAST AND EASTGATE WAY.
 SY5685
 SY5685                          STATION RECOVERY (2001)
 SY5685
 SY5685'RECOVERY NOTE BY US POWER SQUADRON 2001 (LBW)
 SY5685''EL 341.18  BM 19' WRITTEN ON POLE NEAR MARKER IN BLACK.
 SY5685
 SY5685                          STATION RECOVERY (2006)
 SY5685
 SY5685'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5685'PAINTED OVER WITH RED PAINT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1044 ***********************************************************************
 SB1044  DESIGNATION -  BEL 2
 SB1044  PID         -  SB1044
 SB1044  STATE/COUNTY-  WA/PIERCE
 SB1044  USGS QUAD   -  MOUNT WOW (1971)
 SB1044
 SB1044                         *CURRENT SURVEY CONTROL
 SB1044  ___________________________________________________________________
 SB1044* NAD 83(1991)-  46 47 03.16385(N)    121 56 25.86401(W)     ADJUSTED  
 SB1044* NAVD 88     -      1670.1    (meters)    5479.     (feet)  VERTCON   
 SB1044  ___________________________________________________________________
 SB1044  LAPLACE CORR-          14.05  (seconds)                    DEFLEC99
 SB1044  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 SB1044
 SB1044  HORZ ORDER  -  FIRST
 SB1044
 SB1044.The horizontal coordinates were established by classical geodetic methods
 SB1044.and adjusted by the National Geodetic Survey in December 1991..
 SB1044
 SB1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1044
 SB1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1044
 SB1044.The geoid height was determined by GEOID03.
 SB1044
 SB1044;                    North         East     Units Scale Factor Converg.
 SB1044;SPC WA S     -   162,270.355   390,014.507   MT  0.99992062   -1 02 47.0
 SB1044;SPC WA S     -   532,381.99  1,279,572.60   sFT  0.99992062   -1 02 47.0
 SB1044;UTM  10      - 5,181,729.795   580,871.186   MT  0.99968038   +0 46 19.8
 SB1044
 SB1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1044!SPC WA S     -   0.99974139  x   0.99992062  =   0.99966203
 SB1044!UTM  10      -   0.99974139  x   0.99968038  =   0.99942185
 SB1044
 SB1044|---------------------------------------------------------------------|
 SB1044| PID    Reference Object                     Distance      Geod. Az  |
 SB1044|                                                           dddmmss.s |
 SB1044| CS4863 BEL 2 RM 1                            8.936 METERS 00625     |
 SB1044| SB1149 MCCLURE                             APPROX.16.8 KM 0803828.5 |
 SB1044| CF4085 BEL RM NE                             4.070 METERS 14052     |
 SB1044| SB1024 SOUTH POINT                         APPROX.36.9 KM 1420722.1 |
 SB1044| CF4088 BEL RM SW                             3.346 METERS 23332     |
 SB1044| SB1045 BEL                                   3.287 METERS 33818     |
 SB1044| CF4086 BEL RM SE                             8.938 METERS 35747     |
 SB1044|---------------------------------------------------------------------|
 SB1044
 SB1044                          SUPERSEDED SURVEY CONTROL
 SB1044
 SB1044  NAD 83(1991)-  46 47 03.15060(N)    121 56 25.92690(W) AD(       ) 1
 SB1044  NAD 83(1986)-  46 47 03.17448(N)    121 56 25.89414(W) AD(       ) 1
 SB1044  NAD 27      -  46 47 03.78300(N)    121 56 21.50100(W) AD(       ) 1
 SB1044  NGVD 29 (07/19/86) 1668.9    (m)         5475.     (f) VERT ANG       
 SB1044
 SB1044.Superseded values are not recommended for survey control.
 SB1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1044.See file dsdata.txt to determine how the superseded data were derived.
 SB1044
 SB1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES8087181730(NAD 83)
 SB1044_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SB1044_SETTING: 66 = SET IN ROCK OUTCROP
 SB1044_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 SB1044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB1044+STABILITY: POSITION/ELEVATION WELL
 SB1044
 SB1044  HISTORY     - Date     Condition        Report By
 SB1044  HISTORY     - 1946     MONUMENTED       CGS
 SB1044  HISTORY     - 1947     GOOD             CGS
 SB1044  HISTORY     - 1961     GOOD             USGS
 SB1044  HISTORY     - 1971     GOOD             USGS
 SB1044
 SB1044                          STATION DESCRIPTION
 SB1044
 SB1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 SB1044'ON THE SUMMIT OF MT. BEL OR BELJICA IN THE SNOQUALMIE NATIONAL
 SB1044'FOREST, ABOUT 5 MILES EAST NORTHEAST OF ASHFORD, ABOUT 1 MILE
 SB1044'WEST OF THE RAINIER NATIONAL PARK BOUNDARY, ABOUT 2 MILES NORTH
 SB1044'OF THE NISQUALLY RIVER, ABOUT 150 FEET NORTH OF A TELEPHONE
 SB1044'BOOTH, 5 FEET EAST OF THE EDGE OF A CLIFF AND 3 FEET WEST OF
 SB1044'THE EDGE OF A CLIFF.  IT IS 5 FEET SOUTH OF THE HIGHEST POINT OF
 SB1044'THE MOUNTAIN.
 SB1044'
 SB1044'TO REACH FROM ASHFORD.  GO EAST ON THE ROAD WHICH LEADS TOWARD
 SB1044'RAINIER NATIONAL PARK FOR 3.75 MILES TO A SIGN READING MESSLER TRAIL
 SB1044'AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTH ALONG THE
 SB1044'OLD LOGGING ROAD FOR ABOUT 0.1 MILE TO A SAWMILL, TURN LEFT,
 SB1044'PASSING BETWEEN BUILDINGS, AND FOLLOW THE OLD LOGGING ROAD WEST
 SB1044'AND NORTH FOR ABOUT 0.75 MILE TO A BURNED OVER AREA.  AT THIS
 SB1044'POINT THE TRAIL LEADS TO THE LEFT, UP THE STEEP BURNED OVER
 SB1044'HILLSIDE.  FOLLOW THIS TRAIL FOR ABOUT 2 MILES TO LAKE
 SB1044'CHRISTINE, PASS AROUND THE EAST SIDE OF THE LAKE AND FOLLOW THE
 SB1044'TRAIL FOR ABOUT 0.1 MILE, PASS TO THE LEFT OF AN OLD CABIN AND GO
 SB1044'NORTH AND WEST FOR ABOUT 0.1 MILE, TAKE THE LEFT HAND TRAIL AS
 SB1044'PER THE SIGN READING BEL MT. 1/2 AND FOLLOW THE TRAIL AND
 SB1044'TELEPHONE LINE FOR ABOUT 0.5 MILE TO THE HIGHEST GROUND AND
 SB1044'THE STATION.
 SB1044'
 SB1044'THE STATION IS A STANDARD DISK, STAMPED BEL 2 1946, SET INTO A
 SB1044'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.
 SB1044'
 SB1044'REFERENCE MARK NUMBER 1 IS A COPPER PLUG ABOUT 1/4 INCH IN
 SB1044'DIAMETER SET INTO A HOLE IN BEDROCK.  IT IS ABOUT LEVEL WITH
 SB1044'THE STATION AND IS LOCATED ON THE EXTREME NORTH END OF THE RIDGE.
 SB1044'
 SB1044'REFERENCE MARK NUMBER 2 IS A COPPER PLUG ABOUT 1/4 INCH IN
 SB1044'DIAMETER SET INTO A DRILL HOLE IN BEDROCK.  IT IS ABOUT 3 FEET
 SB1044'LOWER THAN THE STATION AND IS ON THE WEST SLOPE OF THE RIDGE
 SB1044'ABOUT 1 FOOT EAST OF THE EDGE OF THE CLIFF.
 SB1044'
 SB1044'REFERENCE MARK NUMBER 3 IS A COPPER PLUG ABOUT 1/4 INCH IN
 SB1044'DIAMETER SET INTO A DRILL HOLE IN BEDROCK.  IT IS ABOUT 5 FEET
 SB1044'LOWER THAN THE STATION AND IS ON THE EAST SLOPE OF THE RIDGE ABOUT
 SB1044'2 FEET WEST OF THE EDGE OF THE CLIFF.
 SB1044'
 SB1044'A DRILL HOLE WAS RECOVERED WHICH IS PRESUMED TO BE THE SITE OF
 SB1044'THE OLD STATION.  DISTANCES BETWEEN THIS DRILL HOLE AND THE
 SB1044'REFERENCE MARKS CHECK THE MEASUREMENTS GIVEN IN THE OLD
 SB1044'DESCRIPTION.
 SB1044
 SB1044                          STATION RECOVERY (1947)
 SB1044
 SB1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SB1044'THIS STATION WAS NOT OCCUPIED BY AN OBSERVING UNIT BUT WAS
 SB1044'VISITED BY A LIGHTKEEPER AND ALL PERMANENT MARKS APPEARED TO BE
 SB1044'IN GOOD CONDITION AND THE DESCRIPTION IS ADEQUATE.  THE
 SB1044'DESCRIPTION FOLLOWS.
 SB1044'
 SB1044'THE STATION IS ON MT. BEL OR BELJICA, A HIGH AND ROCKY PEAK IN
 SB1044'THE SNOQUALMIE NATIONAL FOREST.  IT IS ABOUT 1 MILE WEST OF THE
 SB1044'RAINIER NATIONAL PARK BOUNDARY, ABOUT 2 MILES NORTH OF THE
 SB1044'NISQUALLY RIVER, AND ABOUT 5 MILES EAST NORTHEAST OF ASHFORD.
 SB1044'
 SB1044'THE STATION MARK, STAMPED BEL 2 1946 IS A STANDARD STATION MARK
 SB1044'DISK THAT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH
 SB1044'WITH THE SURFACE OF THE GROUND.  IT IS LOCATED ABOUT 5 FEET SOUTH
 SB1044'OF THE HIGHEST POINT OF THE MOUNTAIN, 5 FEET EAST OF THE EDGE OF
 SB1044'A CLIFF, 3 FEET WEST OF THE EDGE OF A CLIFF, AND ABOUT 150 FEET
 SB1044'NORTH OF A TELEPHONE BOOTH.
 SB1044'
 SB1044'REFERENCE MARK NUMBER 1 IS A COPPER PLUG THAT IS ABOUT 1/4 INCH
 SB1044'IN DIAMETER, SET IN A HOLE IN BEDROCK.  IT IS THE SAME ELEVATION
 SB1044'AS THE STATION AND IS LOCATED ON THE EXTREME NORTH END OF THE
 SB1044'RIDGE.
 SB1044'
 SB1044'REFERENCE MARK NUMBER 2 IS A COPPER PLUG THAT IS ABOUT 1/4 INCH
 SB1044'IN DIAMETER, SET IN A HOLE IN BEDROCK.  IT IS ABOUT 3 FEET LOWER
 SB1044'THAN THE STATION AND IS LOCATED ON THE WEST SLOPE OF THE RIDGE,
 SB1044'ABOUT 1 FOOT EAST OF THE EDGE OF THE CLIFF.
 SB1044'
 SB1044'REFERENCE MARK NUMBER 3 IS A COPPER PLUG THAT IS ABOUT 1/4 INCH
 SB1044'IN DIAMETER, SET IN A DRILL HOLE IN BEDROCK.  IT IS ABOUT 5 FEET
 SB1044'LOWER THAN THE STATION AND IS ON THE EAST SLOPE OF THE RIDGE, 2
 SB1044'FEET WEST OF THE EDGE OF THE CLIFF.
 SB1044'
 SB1044'TO REACH THE STATION FROM THE TOWN OF ASHFORD, GO EAST ON THE
 SB1044'ROAD THAT LEADS TOWARD RAINIER NATIONAL PARK FOR 3.75 MILES TO A
 SB1044'SIGN MESSLER TRAIL AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 SB1044'NORTH ALONG THE OLD LOGGING ROAD FOR ABOUT 0.1 MILE TO A
 SB1044'SAWMILL.  TURN LEFT, PASSING BETWEEN THE BUILDINGS, AND FOLLOW
 SB1044'THE OLD LOGGING ROAD WEST AND NORTH FOR ABOUT 3/4 MILE TO A
 SB1044'BURNED OVER AREA.  AT THIS POINT THE TRAIL LEADS TO THE LEFT,
 SB1044'UP THE STEEP BURNED OVER HILLSIDE.  FOLLOW THIS TRAIL FOR
 SB1044'ABOUT 2 MILES TO LAKE CHRISTINE.  PASS AROUND THE EAST SIDE OF
 SB1044'THE LAKE AND CONTINUE ON THE TRAIL FOR ABOUT 0.1 MILE TO AN
 SB1044'OLD CABIN.  PASS TO THE LEFT OF THE CABIN AND GO NORTH AND
 SB1044'WEST FOR ABOUT 0.1 MILE TO A FORKS.  TAKE THE LEFT FORK OF
 SB1044'THE TRAIL AS PER SIGN MT. BEL 1/2 AND FOLLOW THE TELEPHONE
 SB1044'LINE TO THE HIGHEST POINT AND THE STATION.
 SB1044
 SB1044                          STATION RECOVERY (1961)
 SB1044
 SB1044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SB1044'RECOVERED AS DESCRIBED BY NGS.  REACHED BY HELICOPTER.
 SB1044
 SB1044                          STATION RECOVERY (1971)
 SB1044
 SB1044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SB1044'RECOVERED AS DESCRIBED BY NGS.  RMS NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5668 ***********************************************************************
 SY5668  DESIGNATION -  BEL 2
 SY5668  PID         -  SY5668
 SY5668  STATE/COUNTY-  WA/KING
 SY5668  USGS QUAD   -  AUBURN (1994)
 SY5668
 SY5668                         *CURRENT SURVEY CONTROL
 SY5668  ___________________________________________________________________
 SY5668* NAD 83(1986)-  47 37 25.     (N)    122 09 31.     (W)     SCALED    
 SY5668* NAVD 88     -        57.263  (meters)     187.87   (feet)  ADJUSTED  
 SY5668  ___________________________________________________________________
 SY5668  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SY5668  DYNAMIC HT  -          57.269 (meters)     187.89  (feet)  COMP
 SY5668  MODELED GRAV-     980,709.4   (mgal)                       NAVD 88
 SY5668
 SY5668  VERT ORDER  -  SECOND    CLASS II
 SY5668
 SY5668.The horizontal coordinates were scaled from a topographic map and have
 SY5668.an estimated accuracy of +/- 6 seconds.
 SY5668
 SY5668.The orthometric height was determined by differential leveling
 SY5668.and adjusted by the National Geodetic Survey in October 1996..
 SY5668
 SY5668.The geoid height was determined by GEOID03.
 SY5668
 SY5668.The dynamic height is computed by dividing the NAVD 88
 SY5668.geopotential number by the normal gravity value computed on the
 SY5668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5668.degrees latitude (g = 980.6199 gals.).
 SY5668
 SY5668.The modeled gravity was interpolated from observed gravity values.
 SY5668
 SY5668;                    North         East    Units  Estimated Accuracy
 SY5668;SPC WA N     -    70,190.      400,390.      MT  (+/- 180 meters Scaled)
 SY5668
 SY5668                          SUPERSEDED SURVEY CONTROL
 SY5668
 SY5668.No superseded survey control is available for this station.
 SY5668
 SY5668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET632748(NAD 83)
 SY5668_MARKER: B = BOLT
 SY5668_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5668_SP_SET: BASE OF STREET LIGHT.
 SY5668_MARK LOGO: NONE  
 SY5668_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5668+STABILITY: SURFACE MOTION
 SY5668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5668+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5668
 SY5668  HISTORY     - Date     Condition        Report By
 SY5668  HISTORY     - 1990     MONUMENTED       WA0109
 SY5668  HISTORY     - 20010331 GOOD             NGS
 SY5668  HISTORY     - 20010529 MARK NOT FOUND   USPSQD
 SY5668
 SY5668                          STATION DESCRIPTION
 SY5668
 SY5668'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5668'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5668'KM (10.0 MI) EAST OF SEATTLE, 4.8 KM (3.0 MI) SOUTH OF REDMOND AND ON
 SY5668'STREET RIGHT-OF-WAY.
 SY5668'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5668'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5668'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN LEFT
 SY5668'AND GO NORTH ON 148TH AVENUE NORTHEAST FOR 1.13 KM (0.70 MI) TO THE
 SY5668'JUNCTION OF BEL-RED ROAD. TURN LEFT AND GO SOUTHWEST ON BEL-RED ROAD
 SY5668'FOR 1.29 KM (0.80 MI) TO THE INTERSECTION OF 134TH AVENUE NORTHEAST
 SY5668'AND THE STATION ON THE LEFT.
 SY5668'THE MARK IS AN X CUT INTO THE TOP OF THE NORTHEAST BOLT ON THE
 SY5668'STREET LIGHT BASE IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 SY5668
 SY5668                          STATION RECOVERY (2001)
 SY5668
 SY5668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5668'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5668
 SY5668                          STATION RECOVERY (2001)
 SY5668
 SY5668'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5668'STREET LIGHT IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5686 ***********************************************************************
 SY5686  DESIGNATION -  BEL 20
 SY5686  PID         -  SY5686
 SY5686  STATE/COUNTY-  WA/KING
 SY5686  USGS QUAD   -  AUBURN (1994)
 SY5686
 SY5686                         *CURRENT SURVEY CONTROL
 SY5686  ___________________________________________________________________
 SY5686* NAD 83(1986)-  47 34 49.     (N)    122 08 14.     (W)     SCALED    
 SY5686* NAVD 88     -       101.259  (meters)     332.21   (feet)  ADJUSTED  
 SY5686  ___________________________________________________________________
 SY5686  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 SY5686  DYNAMIC HT  -         101.269 (meters)     332.25  (feet)  COMP
 SY5686  MODELED GRAV-     980,709.5   (mgal)                       NAVD 88
 SY5686
 SY5686  VERT ORDER  -  SECOND    CLASS II
 SY5686
 SY5686.The horizontal coordinates were scaled from a topographic map and have
 SY5686.an estimated accuracy of +/- 6 seconds.
 SY5686
 SY5686.The orthometric height was determined by differential leveling
 SY5686.and adjusted by the National Geodetic Survey in October 1996..
 SY5686
 SY5686.The geoid height was determined by GEOID03.
 SY5686
 SY5686.The dynamic height is computed by dividing the NAVD 88
 SY5686.geopotential number by the normal gravity value computed on the
 SY5686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5686.degrees latitude (g = 980.6199 gals.).
 SY5686
 SY5686.The modeled gravity was interpolated from observed gravity values.
 SY5686
 SY5686;                    North         East    Units  Estimated Accuracy
 SY5686;SPC WA N     -    65,350.      401,920.      MT  (+/- 180 meters Scaled)
 SY5686
 SY5686                          SUPERSEDED SURVEY CONTROL
 SY5686
 SY5686.No superseded survey control is available for this station.
 SY5686
 SY5686_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET648700(NAD 83)
 SY5686_MARKER: Q = CHISELED SQUARE
 SY5686_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5686_SP_SET: BASE OF TRAFFIC SIGNAL
 SY5686_MARK LOGO: NONE  
 SY5686_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5686+STABILITY: SURFACE MOTION
 SY5686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5686+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5686
 SY5686  HISTORY     - Date     Condition        Report By
 SY5686  HISTORY     - 1990     MONUMENTED       WA0109
 SY5686  HISTORY     - 20010602 MARK NOT FOUND   USPSQD
 SY5686
 SY5686                          STATION DESCRIPTION
 SY5686
 SY5686'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5686'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTH OF RENTON, 16.1
 SY5686'KM (10.0 MI) EAST OF SEATTLE, 8.0 KM (5.0 MI) SOUTH OF REDMOND AND ON
 SY5686'STREET RIGHT-OF-WAY.
 SY5686'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5686'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5686'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5686'AND GO SOUTH ON 148TH AVENUE NORTHEAST AND THEN 150TH AVENUE
 SY5686'SOUTHEAST FOR 4.02 KM (2.50 MI) TO THE INTERSECTION OF EASTGAE WAY.
 SY5686'TURN LEFT AND GO EASTERLY ON EASTGATE WAY FOR 0.64 KM (0.40 MI) TO
 SY5686'THE INTERSECTION OF 156TH AVENUE SOUTHEAST AND THE STATION ON THE
 SY5686'LEFT.
 SY5686'THE MARK IS A CHISELED SQUARE IN THE TOP OF THE SOUTHEAST CORNER OF
 SY5686'THE TRAFFIC SIGNAL IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 SY5686'156TH AVENUE SOUTHEAST AND EASTGATE WAY.
 SY5686
 SY5686                          STATION RECOVERY (2001)
 SY5686
 SY5686'RECOVERY NOTE BY US POWER SQUADRON 2001 (LBW)
 SY5686'NOT FOUND POSSIBLY DUE TO ROAD REALIGNMENT OR WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5687 ***********************************************************************
 SY5687  DESIGNATION -  BEL 21
 SY5687  PID         -  SY5687
 SY5687  STATE/COUNTY-  WA/KING
 SY5687  USGS QUAD   -  AUBURN (1994)
 SY5687
 SY5687                         *CURRENT SURVEY CONTROL
 SY5687  ___________________________________________________________________
 SY5687* NAD 83(1986)-  47 37 10.     (N)    122 10 12.     (W)     SCALED    
 SY5687* NAVD 88     -        57.134  (meters)     187.45   (feet)  ADJUSTED  
 SY5687  ___________________________________________________________________
 SY5687  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY5687  DYNAMIC HT  -          57.139 (meters)     187.46  (feet)  COMP
 SY5687  MODELED GRAV-     980,714.2   (mgal)                       NAVD 88
 SY5687
 SY5687  VERT ORDER  -  SECOND    CLASS II
 SY5687
 SY5687.The horizontal coordinates were scaled from a topographic map and have
 SY5687.an estimated accuracy of +/- 6 seconds.
 SY5687
 SY5687.The orthometric height was determined by differential leveling
 SY5687.and adjusted by the National Geodetic Survey in October 1996..
 SY5687
 SY5687.The geoid height was determined by GEOID03.
 SY5687
 SY5687.The dynamic height is computed by dividing the NAVD 88
 SY5687.geopotential number by the normal gravity value computed on the
 SY5687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5687.degrees latitude (g = 980.6199 gals.).
 SY5687
 SY5687.The modeled gravity was interpolated from observed gravity values.
 SY5687
 SY5687;                    North         East    Units  Estimated Accuracy
 SY5687;SPC WA N     -    69,740.      399,530.      MT  (+/- 180 meters Scaled)
 SY5687
 SY5687                          SUPERSEDED SURVEY CONTROL
 SY5687
 SY5687.No superseded survey control is available for this station.
 SY5687
 SY5687_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET623743(NAD 83)
 SY5687_MARKER: B = BOLT
 SY5687_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5687_SP_SET: BASE OF TRAFFIC SIGNAL
 SY5687_MARK LOGO: NONE  
 SY5687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5687+STABILITY: SURFACE MOTION
 SY5687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5687+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2001
 SY5687
 SY5687  HISTORY     - Date     Condition        Report By
 SY5687  HISTORY     - 1990     MONUMENTED       WA0109
 SY5687  HISTORY     - 19961105 MARK NOT FOUND   USPSQD
 SY5687  HISTORY     - 20010602 GOOD             USPSQD
 SY5687  HISTORY     - 20060304 GOOD             GEOCAC
 SY5687
 SY5687                          STATION DESCRIPTION
 SY5687
 SY5687'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5687'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5687'KM (10.0 MI) EAST OF SEATTLE, 8.0 KM (5.0 MI) SOUTH OF REDMOND AND ON
 SY5687'STREET RIGHT-OF-WAY.
 SY5687'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5687'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 0.64 KM
 SY5687'(0.40 MI) TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON BEL-RED
 SY5687'ROAD FOR 0.48 KM (0.30 MI) TO THE INTERSECTION OF 124TH AVENUE
 SY5687'NORTHEAST AND THE STATION ON THE LEFT.
 SY5687'THE MARK IS AN X CUT INTO THE TOP OF THE BOLT IN THE SOUTHWEST
 SY5687'CORNER OF THE BASE OF THE TRAFFIC SIGNAL IN THE NORTHEAST CORNER OF
 SY5687'THE INTERSECTION OF BEL-RED ROAD AND 124TH AVENUE NORHEAST.
 SY5687
 SY5687                          STATION RECOVERY (1996)
 SY5687
 SY5687'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5687'MARK NOT FOUND.
 SY5687
 SY5687                          STATION RECOVERY (2001)
 SY5687
 SY5687'RECOVERY NOTE BY US POWER SQUADRON 2001 (LBW)
 SY5687'RECOVERED IN GOOD CONDITION.
 SY5687
 SY5687                          STATION RECOVERY (2006)
 SY5687
 SY5687'RECOVERY NOTE BY GEOCACHING 2006 (HMT)
 SY5687'FROM THE FORK AT NE 8TH STREET, BEL-RED ROAD NO LONGER RUNS DIRECTLY
 SY5687'THROUGH TO A SINGLE-
 SY5687'CROSS INTERSECTION AT 124TH AVENUE. ABOUT .25 MI. FROM NE 8TH, IT
 SY5687'CURVES  RIGHTWARD AND
 SY5687'BECOMES NE 10TH, WHICH COMES INTO THE WEST SIDE OF 124TH AVENUE ABOUT
 SY5687'100 YARDS SOUTH OF
 SY5687'THE ORIGINAL INTERSECTION. FROM THE EAST SIDE OF 124TH AVENUE, BEL-RED
 SY5687'ROAD GOES ENE AS IT
 SY5687'DID BEFORE. NOW, THEREFORE, THE SIMPLER WAY TO REACH THE STATION FROM
 SY5687'THE INTERSECTION OF NE
 SY5687'8TH AND I-405 IS TO GO EAST ABOUT .65 MI. ON NE 8TH TO 124TH AVENUE,
 SY5687'TURN LEFT, AND GO NORTH
 SY5687'ON 124TH AVENUE ABOUT .2 MI. TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5688 ***********************************************************************
 SY5688  DESIGNATION -  BEL 22
 SY5688  PID         -  SY5688
 SY5688  STATE/COUNTY-  WA/KING
 SY5688  USGS QUAD   -  AUBURN (1994)
 SY5688
 SY5688                         *CURRENT SURVEY CONTROL
 SY5688  ___________________________________________________________________
 SY5688* NAD 83(1986)-  47 37 02.     (N)    122 10 41.     (W)     SCALED    
 SY5688* NAVD 88     -        45.563  (meters)     149.48   (feet)  ADJUSTED  
 SY5688  ___________________________________________________________________
 SY5688  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 SY5688  DYNAMIC HT  -          45.567 (meters)     149.50  (feet)  COMP
 SY5688  MODELED GRAV-     980,717.4   (mgal)                       NAVD 88
 SY5688
 SY5688  VERT ORDER  -  SECOND    CLASS II
 SY5688
 SY5688.The horizontal coordinates were scaled from a topographic map and have
 SY5688.an estimated accuracy of +/- 6 seconds.
 SY5688
 SY5688.The orthometric height was determined by differential leveling
 SY5688.and adjusted by the National Geodetic Survey in October 1996..
 SY5688
 SY5688.The geoid height was determined by GEOID03.
 SY5688
 SY5688.The dynamic height is computed by dividing the NAVD 88
 SY5688.geopotential number by the normal gravity value computed on the
 SY5688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5688.degrees latitude (g = 980.6199 gals.).
 SY5688
 SY5688.The modeled gravity was interpolated from observed gravity values.
 SY5688
 SY5688;                    North         East    Units  Estimated Accuracy
 SY5688;SPC WA N     -    69,510.      398,920.      MT  (+/- 180 meters Scaled)
 SY5688
 SY5688                          SUPERSEDED SURVEY CONTROL
 SY5688
 SY5688.No superseded survey control is available for this station.
 SY5688
 SY5688_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET617740(NAD 83)
 SY5688_MARKER: B = BOLT
 SY5688_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5688_SP_SET: BASE OF TRAFFIC SIGNAL
 SY5688_MARK LOGO: NONE  
 SY5688_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5688+STABILITY: SURFACE MOTION
 SY5688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5688+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 SY5688
 SY5688  HISTORY     - Date     Condition        Report By
 SY5688  HISTORY     - 1990     MONUMENTED       WA0109
 SY5688  HISTORY     - 20010529 GOOD             USPSQD
 SY5688  HISTORY     - 20060323 GOOD             GEOCAC
 SY5688  HISTORY     - 20060415 GOOD             USPSQD
 SY5688
 SY5688                          STATION DESCRIPTION
 SY5688
 SY5688'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5688'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5688'KM (10.0 MI) EAST OF SEATTLE, 8.0 KM (5.0 MI) SOUTH OF REDMOND AND ON
 SY5688'STREET RIGHT-OF-WAY.
 SY5688'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5688'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 0.64 KM
 SY5688'(0.40 MI) TO THE INTERSECTION OF BEL-RED ROAD AND THE STATION ON THE
 SY5688'LEFT.
 SY5688'THE MARK IS AN X CUT INTO THE TOP OF THE NORTHEAST BOLT IN THE BASE
 SY5688'OF THE TRAFFIC SIGNAL IN THE TRAFFIC ISLAND OF THE INTERSECTION OF
 SY5688'BEL-RED ROAD AND NORTHEAST 8TH STREET.
 SY5688
 SY5688                          STATION RECOVERY (2001)
 SY5688
 SY5688'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5688'RECOVERED IN GOOD CONDITION.
 SY5688
 SY5688                          STATION RECOVERY (2006)
 SY5688
 SY5688'RECOVERY NOTE BY GEOCACHING 2006 (HMT)
 SY5688'IN THE MORE NORTHERLY OF TWO TRAFFIC ISLANDS AT THIS INTERSECTION.
 SY5688
 SY5688                          STATION RECOVERY (2006)
 SY5688
 SY5688'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5688'RECOVERED AS DESCRIBED,  RECENTLY PAINTED WITH RED FLUROSCENT PAINU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5689 ***********************************************************************
 SY5689  DESIGNATION -  BEL 23
 SY5689  PID         -  SY5689
 SY5689  STATE/COUNTY-  WA/KING
 SY5689  USGS QUAD   -  AUBURN (1994)
 SY5689
 SY5689                         *CURRENT SURVEY CONTROL
 SY5689  ___________________________________________________________________
 SY5689* NAD 83(1986)-  47 37 02.     (N)    122 10 56.     (W)     SCALED    
 SY5689* NAVD 88     -        44.829  (meters)     147.08   (feet)  ADJUSTED  
 SY5689  ___________________________________________________________________
 SY5689  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SY5689  DYNAMIC HT  -          44.834 (meters)     147.09  (feet)  COMP
 SY5689  MODELED GRAV-     980,717.6   (mgal)                       NAVD 88
 SY5689
 SY5689  VERT ORDER  -  SECOND    CLASS II
 SY5689
 SY5689.The horizontal coordinates were scaled from a topographic map and have
 SY5689.an estimated accuracy of +/- 6 seconds.
 SY5689
 SY5689.The orthometric height was determined by differential leveling
 SY5689.and adjusted by the National Geodetic Survey in October 1996..
 SY5689
 SY5689.The geoid height was determined by GEOID03.
 SY5689
 SY5689.The dynamic height is computed by dividing the NAVD 88
 SY5689.geopotential number by the normal gravity value computed on the
 SY5689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5689.degrees latitude (g = 980.6199 gals.).
 SY5689
 SY5689.The modeled gravity was interpolated from observed gravity values.
 SY5689
 SY5689;                    North         East    Units  Estimated Accuracy
 SY5689;SPC WA N     -    69,510.      398,600.      MT  (+/- 180 meters Scaled)
 SY5689
 SY5689                          SUPERSEDED SURVEY CONTROL
 SY5689
 SY5689.No superseded survey control is available for this station.
 SY5689
 SY5689_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET614740(NAD 83)
 SY5689_MARKER: Q = CHISELED SQUARE
 SY5689_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5689_SP_SET: BASE OF RAILROAD TRAFFIC SIGNA
 SY5689_MARK LOGO: NONE  
 SY5689_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5689+STABILITY: SURFACE MOTION
 SY5689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5689+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 SY5689
 SY5689  HISTORY     - Date     Condition        Report By
 SY5689  HISTORY     - 1990     MONUMENTED       WA0109
 SY5689  HISTORY     - 20010529 GOOD             USPSQD
 SY5689  HISTORY     - 20060304 GOOD             GEOCAC
 SY5689  HISTORY     - 20060415 GOOD             USPSQD
 SY5689
 SY5689                          STATION DESCRIPTION
 SY5689
 SY5689'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5689'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5689'KM (10.0 MI) EAST OF SEATTLE, 8.0 KM (5.0 MI) SOUTH OF REDMOND AND ON
 SY5689'STREET RIGHT-OF-WAY.
 SY5689'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5689'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 0.16 KM
 SY5689'(0.10 MI) TO THE INTERSECTION OF 116TH AVENUE NORTHEAST AND THE
 SY5689'STATION ON THE LEFT.
 SY5689'THE MARK IS A CHISELED SQUARE IN THE SOUTHWEST CORNER OF THE BASE OF
 SY5689'THE RAILROAD CROSSING SIGNAL ON THE NORTH SIDE OF NORTHEAST 8TH
 SY5689'STREET.
 SY5689
 SY5689                          STATION RECOVERY (2001)
 SY5689
 SY5689'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5689'RECOVERED IN GOOD CONDITION.
 SY5689
 SY5689                          STATION RECOVERY (2006)
 SY5689
 SY5689'RECOVERY NOTE BY GEOCACHING 2006 (HMT)
 SY5689'RECOVERED IN GOOD CONDITION.
 SY5689
 SY5689                          STATION RECOVERY (2006)
 SY5689
 SY5689'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5689'RECOVERED AS DESCRIBED,  RECENTLY PAINTED WITH RED FLUROSCENT PAINU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5690 ***********************************************************************
 SY5690  DESIGNATION -  BEL 24
 SY5690  PID         -  SY5690
 SY5690  STATE/COUNTY-  WA/KING
 SY5690  USGS QUAD   -  AUBURN (1994)
 SY5690
 SY5690                         *CURRENT SURVEY CONTROL
 SY5690  ___________________________________________________________________
 SY5690* NAD 83(1986)-  47 37 01.     (N)    122 11 27.     (W)     SCALED    
 SY5690* NAVD 88     -        45.612  (meters)     149.65   (feet)  ADJUSTED  
 SY5690  ___________________________________________________________________
 SY5690  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY5690  DYNAMIC HT  -          45.616 (meters)     149.66  (feet)  COMP
 SY5690  MODELED GRAV-     980,718.3   (mgal)                       NAVD 88
 SY5690
 SY5690  VERT ORDER  -  SECOND    CLASS II
 SY5690
 SY5690.The horizontal coordinates were scaled from a topographic map and have
 SY5690.an estimated accuracy of +/- 6 seconds.
 SY5690
 SY5690.The orthometric height was determined by differential leveling
 SY5690.and adjusted by the National Geodetic Survey in October 1996..
 SY5690
 SY5690.The geoid height was determined by GEOID03.
 SY5690
 SY5690.The dynamic height is computed by dividing the NAVD 88
 SY5690.geopotential number by the normal gravity value computed on the
 SY5690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5690.degrees latitude (g = 980.6199 gals.).
 SY5690
 SY5690.The modeled gravity was interpolated from observed gravity values.
 SY5690
 SY5690;                    North         East    Units  Estimated Accuracy
 SY5690;SPC WA N     -    69,490.      397,960.      MT  (+/- 180 meters Scaled)
 SY5690
 SY5690                          SUPERSEDED SURVEY CONTROL
 SY5690
 SY5690.No superseded survey control is available for this station.
 SY5690
 SY5690_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET608740(NAD 83)
 SY5690_MARKER: B = BOLT
 SY5690_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5690_SP_SET: BASE OF TRAFFIC SIGNAL
 SY5690_MARK LOGO: NONE  
 SY5690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5690+STABILITY: SURFACE MOTION
 SY5690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5690+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 SY5690
 SY5690  HISTORY     - Date     Condition        Report By
 SY5690  HISTORY     - 1990     MONUMENTED       WA0109
 SY5690  HISTORY     - 20010101 GOOD             USPSQD
 SY5690  HISTORY     - 20060415 GOOD             USPSQD
 SY5690
 SY5690                          STATION DESCRIPTION
 SY5690
 SY5690'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5690'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5690'KM (10.0 MI) EAST OF SEATTLE, 8.0 KM (5.0 MI) SOUTHWEST OF REDMOND
 SY5690'AND ON STREET RIGHT-OF-WAY.
 SY5690'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5690'8TH STREET IN BELLEVUE, GO WEST ON NORTHEAST 8TH STREET FOR 0.32 KM
 SY5690'(0.20 MI) TO THE INTERSECTION OF 112TH AVENUE NORTHEAST AND THE
 SY5690'STATION ON THE LEFT.
 SY5690'THE MARK IS AN X CUT INTO THE TOP OF THE BOLT IN THE SOUTHEAST
 SY5690'CORNER OF THE BASE OF THE TRAFFIC SIGNAL IN THE NORTHWEST ANGLE OF
 SY5690'THE INTERSECTION OF NORTHEAST 8TH STREET AND 112TH AVENUE NORTHEAST.
 SY5690
 SY5690                          STATION RECOVERY (2001)
 SY5690
 SY5690'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5690'BOLT IS MARKED BM339 AND PAINTED ORANGE.  BOLTS ARE LOCATED UNDER A
 SY5690'METAL BASE.  BASE HAS PAINTED NOTE THAT BM IS BENEATH.
 SY5690
 SY5690                          STATION RECOVERY (2006)
 SY5690
 SY5690'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5690'RECOVERED AS DESCRIBED,   PAINTED WITH RED FLUROSCENT PAINT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5691 ***********************************************************************
 SY5691  DESIGNATION -  BEL 25
 SY5691  PID         -  SY5691
 SY5691  STATE/COUNTY-  WA/KING
 SY5691  USGS QUAD   -  AUBURN (1994)
 SY5691
 SY5691                         *CURRENT SURVEY CONTROL
 SY5691  ___________________________________________________________________
 SY5691* NAD 83(1986)-  47 37 00.     (N)    122 11 48.     (W)     SCALED    
 SY5691* NAVD 88     -        55.528  (meters)     182.18   (feet)  ADJUSTED  
 SY5691  ___________________________________________________________________
 SY5691  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY5691  DYNAMIC HT  -          55.534 (meters)     182.20  (feet)  COMP
 SY5691  MODELED GRAV-     980,719.1   (mgal)                       NAVD 88
 SY5691
 SY5691  VERT ORDER  -  SECOND    CLASS II
 SY5691
 SY5691.The horizontal coordinates were scaled from a topographic map and have
 SY5691.an estimated accuracy of +/- 6 seconds.
 SY5691
 SY5691.The orthometric height was determined by differential leveling
 SY5691.and adjusted by the National Geodetic Survey in October 1996..
 SY5691
 SY5691.The geoid height was determined by GEOID03.
 SY5691
 SY5691.The dynamic height is computed by dividing the NAVD 88
 SY5691.geopotential number by the normal gravity value computed on the
 SY5691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5691.degrees latitude (g = 980.6199 gals.).
 SY5691
 SY5691.The modeled gravity was interpolated from observed gravity values.
 SY5691
 SY5691;                    North         East    Units  Estimated Accuracy
 SY5691;SPC WA N     -    69,470.      397,520.      MT  (+/- 180 meters Scaled)
 SY5691
 SY5691                          SUPERSEDED SURVEY CONTROL
 SY5691
 SY5691.No superseded survey control is available for this station.
 SY5691
 SY5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET603740(NAD 83)
 SY5691_MARKER: B = BOLT
 SY5691_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5691_SP_SET: BASE OF TRAFFIC SIGNAL
 SY5691_MARK LOGO: NONE  
 SY5691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5691+STABILITY: SURFACE MOTION
 SY5691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5691+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 SY5691
 SY5691  HISTORY     - Date     Condition        Report By
 SY5691  HISTORY     - 1990     MONUMENTED       WA0109
 SY5691  HISTORY     - 20010101 GOOD             USPSQD
 SY5691  HISTORY     - 20060410 GOOD             GEOCAC
 SY5691  HISTORY     - 20060415 GOOD             USPSQD
 SY5691
 SY5691                          STATION DESCRIPTION
 SY5691
 SY5691'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5691'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5691'KM (10.0 MI) EAST OF SEATTLE, 8.0 KM (5.0 MI) SOUTHWEST OF REDMOND
 SY5691'AND ON STREET RIGHT-OF-WAY.
 SY5691'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5691'8TH STREET IN BELLEVUE, GO WEST ON NORTHEAST 8TH STREET FOR 0.80 KM
 SY5691'(0.50 MI) TO THE INTERSECTION OF 108TH AVENUE NORTHEAST AND THE
 SY5691'STATION ON THE LEFT.
 SY5691'THE MARK IS AN X CUT INTO THE TOP OF THE BOLT IN THE SOUTHWEST BOLT
 SY5691'IN THE BASE OF THE TRAFFIC SIGNAL IN THE NORTHWEST ANGLE OF THE
 SY5691'INTERSECTION OF NORTHEAST 8TH STREET AND 108TH AVENUE NORTHEAST.
 SY5691
 SY5691                          STATION RECOVERY (2001)
 SY5691
 SY5691'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5691'BOLT IS COVERED.  WHITE PAINT ON PROTECTIVE COVER INDICATES BOLT IS
 SY5691'UNDERNEATH.  SIDEWALK IS PAINTED 'EL. 182.6'
 SY5691
 SY5691                          STATION RECOVERY (2006)
 SY5691
 SY5691'RECOVERY NOTE BY GEOCACHING 2006
 SY5691'FOUND WITH COVER PARTIALLY DETACHED, BOLT EASILY ACCESSIBLE.
 SY5691'HANDHELD COORDINATES N 47 37 03.0  W 122 11 47.6.
 SY5691
 SY5691                          STATION RECOVERY (2006)
 SY5691
 SY5691'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5691'RECOVERED AS DESCRIBED,   PAINTED WITH RED FLUROSCENT PAINT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5692 ***********************************************************************
 SY5692  DESIGNATION -  BEL 26
 SY5692  PID         -  SY5692
 SY5692  STATE/COUNTY-  WA/KING
 SY5692  USGS QUAD   -  AUBURN (1994)
 SY5692
 SY5692                         *CURRENT SURVEY CONTROL
 SY5692  ___________________________________________________________________
 SY5692* NAD 83(1986)-  47 37 02.     (N)    122 12 06.     (W)     SCALED    
 SY5692* NAVD 88     -        49.617  (meters)     162.79   (feet)  ADJUSTED  
 SY5692  ___________________________________________________________________
 SY5692  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SY5692  DYNAMIC HT  -          49.622 (meters)     162.80  (feet)  COMP
 SY5692  MODELED GRAV-     980,719.9   (mgal)                       NAVD 88
 SY5692
 SY5692  VERT ORDER  -  SECOND    CLASS II
 SY5692
 SY5692.The horizontal coordinates were scaled from a topographic map and have
 SY5692.an estimated accuracy of +/- 6 seconds.
 SY5692
 SY5692.The orthometric height was determined by differential leveling
 SY5692.and adjusted by the National Geodetic Survey in October 1996..
 SY5692
 SY5692.The geoid height was determined by GEOID03.
 SY5692
 SY5692.The dynamic height is computed by dividing the NAVD 88
 SY5692.geopotential number by the normal gravity value computed on the
 SY5692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5692.degrees latitude (g = 980.6199 gals.).
 SY5692
 SY5692.The modeled gravity was interpolated from observed gravity values.
 SY5692
 SY5692;                    North         East    Units  Estimated Accuracy
 SY5692;SPC WA N     -    69,540.      397,140.      MT  (+/- 180 meters Scaled)
 SY5692
 SY5692                          SUPERSEDED SURVEY CONTROL
 SY5692
 SY5692.No superseded survey control is available for this station.
 SY5692
 SY5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET599740(NAD 83)
 SY5692_MARKER: B = BOLT
 SY5692_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5692_SP_SET: BASE OF TRAFFIC SIGNAL
 SY5692_MARK LOGO: NONE  
 SY5692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5692+STABILITY: SURFACE MOTION
 SY5692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5692+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 SY5692
 SY5692  HISTORY     - Date     Condition        Report By
 SY5692  HISTORY     - 1990     MONUMENTED       WA0109
 SY5692  HISTORY     - 20010101 GOOD             USPSQD
 SY5692  HISTORY     - 20060415 GOOD             USPSQD
 SY5692
 SY5692                          STATION DESCRIPTION
 SY5692
 SY5692'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5692'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5692'KM (10.0 MI) EAST OF SEATTLE, 8.0 KM (5.0 MI) SOUTHWEST OF REDMOND
 SY5692'AND ON STREET RIGHT-OF-WAY.
 SY5692'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5692'8TH STREET IN BELLEVUE, GO WEST ON NORTHEAST 8TH STREET FOR 1.13 KM
 SY5692'(0.70 MI) TO THE INTERSECTION OF BELLEVUE WAY, 104TH AVENUE NORTHEAST
 SY5692'AND THE STATION ON THE RIGHT.
 SY5692'THE MARK IS AN X CUT INTO THE TOP OF THE BOLT IN THE SOUTHWEST BOLT
 SY5692'IN THE BASE OF THE TRAFFIC SIGNAL IN THE NORTHEAST ANGLE OF THE
 SY5692'INTERSECTION OF NORTHEAST 8TH STREET AND 104TH AVENUE NORTHEAST.
 SY5692
 SY5692                          STATION RECOVERY (2001)
 SY5692
 SY5692'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5692'BOLT IS MARKED AS INDICATED.  BOLT IS COVERED BUT NOT MARKED.
 SY5692
 SY5692                          STATION RECOVERY (2006)
 SY5692
 SY5692'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5692'RECOVERED AS DESCRIBED,   PAINTED WITH RED FLUROSCENT PAINT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5693 ***********************************************************************
 SY5693  DESIGNATION -  BEL 27
 SY5693  PID         -  SY5693
 SY5693  STATE/COUNTY-  WA/KING
 SY5693  USGS QUAD   -  AUBURN (1994)
 SY5693
 SY5693                         *CURRENT SURVEY CONTROL
 SY5693  ___________________________________________________________________
 SY5693* NAD 83(1986)-  47 37 02.     (N)    122 12 25.     (W)     SCALED    
 SY5693* NAVD 88     -        56.954  (meters)     186.86   (feet)  ADJUSTED  
 SY5693  ___________________________________________________________________
 SY5693  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SY5693  DYNAMIC HT  -          56.960 (meters)     186.88  (feet)  COMP
 SY5693  MODELED GRAV-     980,721.1   (mgal)                       NAVD 88
 SY5693
 SY5693  VERT ORDER  -  SECOND    CLASS II
 SY5693
 SY5693.The horizontal coordinates were scaled from a topographic map and have
 SY5693.an estimated accuracy of +/- 6 seconds.
 SY5693
 SY5693.The orthometric height was determined by differential leveling
 SY5693.and adjusted by the National Geodetic Survey in October 1996..
 SY5693
 SY5693.The geoid height was determined by GEOID03.
 SY5693
 SY5693.The dynamic height is computed by dividing the NAVD 88
 SY5693.geopotential number by the normal gravity value computed on the
 SY5693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5693.degrees latitude (g = 980.6199 gals.).
 SY5693
 SY5693.The modeled gravity was interpolated from observed gravity values.
 SY5693
 SY5693;                    North         East    Units  Estimated Accuracy
 SY5693;SPC WA N     -    69,550.      396,750.      MT  (+/- 180 meters Scaled)
 SY5693
 SY5693                          SUPERSEDED SURVEY CONTROL
 SY5693
 SY5693.No superseded survey control is available for this station.
 SY5693
 SY5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET595740(NAD 83)
 SY5693_MARKER: B = BOLT
 SY5693_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5693_SP_SET: BASE OF TRAFFIC SIGNAL
 SY5693_MARK LOGO: NONE  
 SY5693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5693+STABILITY: SURFACE MOTION
 SY5693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5693+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 SY5693
 SY5693  HISTORY     - Date     Condition        Report By
 SY5693  HISTORY     - 1990     MONUMENTED       WA0109
 SY5693  HISTORY     - 20010101 GOOD             USPSQD
 SY5693  HISTORY     - 20060413 GOOD             GEOCAC
 SY5693  HISTORY     - 20060415 GOOD             USPSQD
 SY5693
 SY5693                          STATION DESCRIPTION
 SY5693
 SY5693'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5693'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5693'KM (10.0 MI) EAST OF SEATTLE, 8.0 KM (5.0 MI) SOUTHWEST OF REDMOND
 SY5693'AND ON STREET RIGHT-OF-WAY.
 SY5693'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5693'8TH STREET IN BELLEVUE, GO WEST ON NORTHEAST 8TH STREET FOR 1.16 KM
 SY5693'(0.72 MI) TO THE INTERSECTION OF 100TH AVENUE NORTHEAST AND THE
 SY5693'STATION ON THE LEFT.
 SY5693'THE MARK IS AN X CUT INTO THE TOP OF THE BOLT IN THE SOUTHEAST BOLT
 SY5693'IN THE BASE OF THE TRAFFIC SIGNAL IN THE NORTHWEST ANGLE OF THE
 SY5693'INTERSECTION OF NORTHEAST 8TH STREET AND 100TH AVENUE NORTHEAST.
 SY5693
 SY5693                          STATION RECOVERY (2001)
 SY5693
 SY5693'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5693'RECOVERED AS DESCRIBED.
 SY5693
 SY5693                          STATION RECOVERY (2006)
 SY5693
 SY5693'RECOVERY NOTE BY GEOCACHING 2006
 SY5693'HANDHELD COORDINATES N 47 37 03.0  W 122 12 26.1.
 SY5693
 SY5693                          STATION RECOVERY (2006)
 SY5693
 SY5693'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5693'RECOVERED AS DESCRIBED,   PAINTED WITH RED FLUROSCENT PAINT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5704 ***********************************************************************
 SY5704  DESIGNATION -  BEL 28
 SY5704  PID         -  SY5704
 SY5704  STATE/COUNTY-  WA/KING
 SY5704  USGS QUAD   -  
 SY5704
 SY5704                         *CURRENT SURVEY CONTROL
 SY5704  ___________________________________________________________________
 SY5704* NAD 83(1986)-  47 37 51.     (N)    122 13 09.     (W)     SCALED    
 SY5704* NAVD 88     -        91.425  (meters)     299.95   (feet)  ADJUSTED  
 SY5704  ___________________________________________________________________
 SY5704  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY5704  DYNAMIC HT  -          91.435 (meters)     299.98  (feet)  COMP
 SY5704  MODELED GRAV-     980,721.2   (mgal)                       NAVD 88
 SY5704
 SY5704  VERT ORDER  -  SECOND    CLASS II
 SY5704
 SY5704.The horizontal coordinates were scaled from a topographic map and have
 SY5704.an estimated accuracy of +/- 6 seconds.
 SY5704
 SY5704.The orthometric height was determined by differential leveling
 SY5704.and adjusted by the National Geodetic Survey in October 1996..
 SY5704
 SY5704.The geoid height was determined by GEOID03.
 SY5704
 SY5704.The dynamic height is computed by dividing the NAVD 88
 SY5704.geopotential number by the normal gravity value computed on the
 SY5704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5704.degrees latitude (g = 980.6199 gals.).
 SY5704
 SY5704.The modeled gravity was interpolated from observed gravity values.
 SY5704
 SY5704;                    North         East    Units  Estimated Accuracy
 SY5704;SPC WA N     -    71,080.      395,850.      MT  (+/- 180 meters Scaled)
 SY5704
 SY5704                          SUPERSEDED SURVEY CONTROL
 SY5704
 SY5704.No superseded survey control is available for this station.
 SY5704
 SY5704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET586755(NAD 83)
 SY5704_MARKER: Z = SEE DESCRIPTION
 SY5704_SETTING: 0 = UNSPECIFIED SETTING
 SY5704_MARK LOGO: NONE  
 SY5704_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5704+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5704
 SY5704  HISTORY     - Date     Condition        Report By
 SY5704  HISTORY     - 1990     MONUMENTED       WA0109
 SY5704  HISTORY     - 20011208 POOR             USPSQD
 SY5704
 SY5704                          STATION DESCRIPTION
 SY5704
 SY5704'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5704'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF RENTON, 9.7 KM
 SY5704'(6.0 MI) EAST OF SEATTLE, 6.4 KM (4.0 MI) SOUTH OF KIRKLAND, IN CLYDE
 SY5704'HILL, JUST WEST OF BELLEVUE AND ON STREET RIGHT-OF-WAY.
 SY5704'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5704'8TH STREET IN BELLEVUE, GO WEST ON NORTHEAST 8TH STREET FOR 2.09 KM
 SY5704'(1.30 MI) TO THE INTERSECTION OF 92ND AVENUE NORTHEAST.  TURN RIGHT
 SY5704'AND GO NORTH ON 92ND AVENUE NORTHEAST FOR 1.13 KM (0.70 MI) TO A SIDE
 SY5704'ROAD RIGHT ANDS THE STATION.
 SY5704'THE MARK IS A PUNCH MARK IN THE RIM OF THE IRON MONUMENT CASE AND
 SY5704'COVER IN THE CENTER OF THE INTERSECTION OF 92ND AVENUE NORTHEAST AND
 SY5704'NORTHEAST 19TH STREET.
 SY5704
 SY5704                          STATION RECOVERY (2001)
 SY5704
 SY5704'RECOVERY NOTE BY US POWER SQUADRON 2001 (MCV)
 SY5704'STATION FOUND.  HOWEVER ROAD INTERSECTIONS WITH SIMILAR MARKINGS FOUND
 SY5704'WITHIN APPROX 100 FT.  ALSO GPS LOCATION DOES NOT ADEQUATELY COINCIDE.
 SY5704' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5694 ***********************************************************************
 SY5694  DESIGNATION -  BEL 29
 SY5694  PID         -  SY5694
 SY5694  STATE/COUNTY-  WA/KING
 SY5694  USGS QUAD   -  AUBURN (1994)
 SY5694
 SY5694                         *CURRENT SURVEY CONTROL
 SY5694  ___________________________________________________________________
 SY5694* NAD 83(1986)-  47 34 41.     (N)    122 08 17.     (W)     SCALED    
 SY5694* NAVD 88     -       105.805  (meters)     347.13   (feet)  ADJUSTED  
 SY5694  ___________________________________________________________________
 SY5694  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SY5694  DYNAMIC HT  -         105.815 (meters)     347.16  (feet)  COMP
 SY5694  MODELED GRAV-     980,709.0   (mgal)                       NAVD 88
 SY5694
 SY5694  VERT ORDER  -  SECOND    CLASS II
 SY5694
 SY5694.The horizontal coordinates were scaled from a topographic map and have
 SY5694.an estimated accuracy of +/- 6 seconds.
 SY5694
 SY5694.The orthometric height was determined by differential leveling
 SY5694.and adjusted by the National Geodetic Survey in October 1996..
 SY5694
 SY5694.The geoid height was determined by GEOID03.
 SY5694
 SY5694.The dynamic height is computed by dividing the NAVD 88
 SY5694.geopotential number by the normal gravity value computed on the
 SY5694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5694.degrees latitude (g = 980.6199 gals.).
 SY5694
 SY5694.The modeled gravity was interpolated from observed gravity values.
 SY5694
 SY5694;                    North         East    Units  Estimated Accuracy
 SY5694;SPC WA N     -    65,100.      401,850.      MT  (+/- 180 meters Scaled)
 SY5694
 SY5694                          SUPERSEDED SURVEY CONTROL
 SY5694
 SY5694.No superseded survey control is available for this station.
 SY5694
 SY5694_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET648697(NAD 83)
 SY5694_MARKER: B = BOLT
 SY5694_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5694_SP_SET: BOLT IN SIGNAL BASE
 SY5694_MARK LOGO: NONE  
 SY5694_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5694+STABILITY: SURFACE MOTION
 SY5694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5694+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5694
 SY5694  HISTORY     - Date     Condition        Report By
 SY5694  HISTORY     - 1990     MONUMENTED       WA0109
 SY5694  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 SY5694
 SY5694                          STATION DESCRIPTION
 SY5694
 SY5694'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5694'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTH OF RENTON, 16.1
 SY5694'KM (10.0 MI) EAST OF SEATTLE, 8.0 KM (5.0 MI) SOUTH OF REDMOND AND ON
 SY5694'STREET RIGHT-OF-WAY.
 SY5694'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5694'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5694'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5694'AND GO SOUTH ON 148TH AVENUE NORTHEAST AND THEN 150TH AVENUE
 SY5694'SOUTHEAST FOR 4.02 KM (2.50 MI) TO THE INTERSECTION OF 150TH AVENUE
 SY5694'SOUTHEAST AND THE STATION IN THE TRAFFIC ISLAND.
 SY5694'THE MARK IS AN X CUT IN THE TOP OF THE NORTHEAST BOLT IN THE BASE OF
 SY5694'THE TRAFFIC SIGNAL FOR THE WEST BOUND TRAFFIC EXIT FROM INTERSTATE
 SY5694'HIGHWAY 90.
 SY5694
 SY5694                          STATION RECOVERY (2001)
 SY5694
 SY5694'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3041 ***********************************************************************
 SY3041  DESIGNATION -  BEL 3
 SY3041  PID         -  SY3041
 SY3041  STATE/COUNTY-  WA/PIERCE
 SY3041  USGS QUAD   -  STEILACOOM (1994)
 SY3041
 SY3041                         *CURRENT SURVEY CONTROL
 SY3041  ___________________________________________________________________
 SY3041* NAD 83(1991)-  47 14 37.86046(N)    122 33 47.54862(W)     ADJUSTED  
 SY3041* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 SY3041  ___________________________________________________________________
 SY3041  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 SY3041  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY3041
 SY3041  HORZ ORDER  -  SECOND
 SY3041
 SY3041.The horizontal coordinates were established by classical geodetic methods
 SY3041.and adjusted by the National Geodetic Survey in December 1991..
 SY3041
 SY3041.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3041
 SY3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3041
 SY3041.The geoid height was determined by GEOID03.
 SY3041
 SY3041;                    North         East     Units Scale Factor Converg.
 SY3041;SPC WA S     -   214,404.454   343,816.847   MT  0.99998076   -1 29 55.3
 SY3041;SPC WA S     -   703,425.28  1,128,005.77   sFT  0.99998076   -1 29 55.3
 SY3041;UTM  10      - 5,232,355.387   533,055.956   MT  0.99961343   +0 19 14.6
 SY3041
 SY3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3041!SPC WA S     -   1.00000311  x   0.99998076  =   0.99998387
 SY3041!UTM  10      -   1.00000311  x   0.99961343  =   0.99961654
 SY3041
 SY3041|---------------------------------------------------------------------|
 SY3041| PID    Reference Object                     Distance      Geod. Az  |
 SY3041|                                                           dddmmss.s |
 SY3041| CE3357 BEL 3 RM 4                           18.052 METERS 02538     |
 SY3041| CE3356 BEL 3 RM 3                           13.535 METERS 18927     |
 SY3041| SY3043 SON 3                               APPROX. 4.1 KM 2264200.2 |
 SY3041|---------------------------------------------------------------------|
 SY3041
 SY3041                          SUPERSEDED SURVEY CONTROL
 SY3041
 SY3041  NAD 83(1986)-  47 14 37.85563(N)    122 33 47.55867(W) AD(       ) 2
 SY3041  NAD 27      -  47 14 38.50207(N)    122 33 43.10723(W) AD(       ) 2
 SY3041  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 SY3041
 SY3041.Superseded values are not recommended for survey control.
 SY3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3041.See file dsdata.txt to determine how the superseded data were derived.
 SY3041
 SY3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3305632355(NAD 83)
 SY3041_MARKER: DH = HORIZONTAL CONTROL DISK
 SY3041_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY3041_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SY3041_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3041
 SY3041  HISTORY     - Date     Condition        Report By
 SY3041  HISTORY     - 1980     MONUMENTED       NGS
 SY3041
 SY3041                          STATION DESCRIPTION
 SY3041
 SY3041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SY3041'THE STATION IS LOCATED NEAR THE NORTH END OF DAYS ISLAND, ON THE
 SY3041'BEACH IN FRONT OF THE RESIDENCE OF MR. R.E. HANSON AT 1834 WEST
 SY3041'BOULEVARD, TACOMA.
 SY3041'
 SY3041'TO REACH THE STATION FROM THE INTERSECTION  OF ALAMEDA AVENUE AND
 SY3041'REGENTS BOULEVARD IN FIRCREST, TACOMA, GO WEST-SOUTHWEST ON
 SY3041'REGENTS BOULEVARD AND THEN ON SOUTH 27TH STREET FOR 2.2 MILES TO
 SY3041'WEST END OF THE DAYS ISLAND BRIDGE AND A ROAD FORK, TAKE THE
 SY3041'SECOND STREET TO THE RIGHT AND GO NORTHERLY FOR 0.3 MILE TO 1834
 SY3041'WEST BOULEVARD AND THE STATION IN FRONT OF THE HOUSE ALONG THE
 SY3041'INSHORE EDGE OF THE BEACH.
 SY3041'
 SY3041'THE STATION IS A STANDARD NGS DISK
 SY3041'STAMPED---BEL 3 1980---,
 SY3041'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE,
 SY3041'THAT FORMS THE INSHORE RAMP OF A SMALL MARINE
 SY3041'RAILWAY THAT EXTENDS WESTWARD FROM THE BOATHOUSE,
 SY3041'PROJECTING 20 CM ABOVE THE GROUND.
 SY3041'
 SY3041'THE STATION IS AT THE NORTHWEST CORNER OF A BOATHOUSE WITH A
 SY3041'WHITE DOOR AND ALONG THE NORTH SIDE OF THE BOAT LAUNCHING RAILS.
 SY3041'
 SY3041'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 SY3041'STAMPED---BEL 3 NO 3 1980---,
 SY3041'SET INTO THE CONCRETE LEDGE OF THE SEAWALL, SOUTH OF THE STATION.
 SY3041'MARK IS LEVEL WITH STATION.
 SY3041'
 SY3041'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 SY3041'STAMPED---BEL 3 NO 4 1980---,
 SY3041'SET INTO THE NORTHWEST CORNER OF THE CONCRETE RAMP OF A SMALL
 SY3041'MARINE RAILWAY AND NORTH OF THE STATION.
 SY3041'MARK IS LEVEL WITH STATION.
 SY3041'
 SY3041'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.80 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5669 ***********************************************************************
 SY5669  DESIGNATION -  BEL 3
 SY5669  PID         -  SY5669
 SY5669  STATE/COUNTY-  WA/KING
 SY5669  USGS QUAD   -  AUBURN (1994)
 SY5669
 SY5669                         *CURRENT SURVEY CONTROL
 SY5669  ___________________________________________________________________
 SY5669* NAD 83(1986)-  47 37 27.     (N)    122 09 12.     (W)     SCALED    
 SY5669* NAVD 88     -        57.973  (meters)     190.20   (feet)  ADJUSTED  
 SY5669  ___________________________________________________________________
 SY5669  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 SY5669  DYNAMIC HT  -          57.979 (meters)     190.22  (feet)  COMP
 SY5669  MODELED GRAV-     980,708.5   (mgal)                       NAVD 88
 SY5669
 SY5669  VERT ORDER  -  SECOND    CLASS II
 SY5669
 SY5669.The horizontal coordinates were scaled from a topographic map and have
 SY5669.an estimated accuracy of +/- 6 seconds.
 SY5669
 SY5669.The orthometric height was determined by differential leveling
 SY5669.and adjusted by the National Geodetic Survey in October 1996..
 SY5669
 SY5669.The geoid height was determined by GEOID03.
 SY5669
 SY5669.The dynamic height is computed by dividing the NAVD 88
 SY5669.geopotential number by the normal gravity value computed on the
 SY5669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5669.degrees latitude (g = 980.6199 gals.).
 SY5669
 SY5669.The modeled gravity was interpolated from observed gravity values.
 SY5669
 SY5669;                    North         East    Units  Estimated Accuracy
 SY5669;SPC WA N     -    70,250.      400,790.      MT  (+/- 180 meters Scaled)
 SY5669
 SY5669                          SUPERSEDED SURVEY CONTROL
 SY5669
 SY5669.No superseded survey control is available for this station.
 SY5669
 SY5669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET636748(NAD 83)
 SY5669_MARKER: Q = CHISELED SQUARE
 SY5669_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SY5669_SP_SET: CHISELED SQUARE IN RETAINING W
 SY5669_MARK LOGO: NONE  
 SY5669_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5669+STABILITY: SURFACE MOTION
 SY5669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5669+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5669
 SY5669  HISTORY     - Date     Condition        Report By
 SY5669  HISTORY     - 1990     MONUMENTED       WA0109
 SY5669  HISTORY     - 20010331 GOOD             NGS
 SY5669
 SY5669                          STATION DESCRIPTION
 SY5669
 SY5669'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5669'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5669'KM (10.0 MI) EAST OF SEATTLE, 4.8 KM (3.0 MI) SOUTH OF REDMOND AND ON
 SY5669'STREET RIGHT-OF-WAY.
 SY5669'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5669'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5669'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN LEFT
 SY5669'AND GO NORTH ON 148TH AVENUE NORTHEAST FOR 1.13 KM (0.70 MI) TO THE
 SY5669'JUNCTION OF BEL-RED ROAD. TURN LEFT AND GO SOUTHWEST ON BEL-RED ROAD
 SY5669'FOR 0.80 KM (0.50 MI) TO THE INTERSECTION OF 140TH AVENUE NORTHEAST
 SY5669'AND THE STATION ON THE LEFT.
 SY5669'THE MARK IS A CHISELED SQUARE AT THE WEST END OF THE RETAINING WALL AT
 SY5669'THE BACK OF THE SIDEWALK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 SY5669
 SY5669                          STATION RECOVERY (2001)
 SY5669
 SY5669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5669'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5695 ***********************************************************************
 SY5695  DESIGNATION -  BEL 30
 SY5695  PID         -  SY5695
 SY5695  STATE/COUNTY-  WA/KING
 SY5695  USGS QUAD   -  AUBURN (1994)
 SY5695
 SY5695                         *CURRENT SURVEY CONTROL
 SY5695  ___________________________________________________________________
 SY5695* NAD 83(1986)-  47 34 34.     (N)    122 08 23.     (W)     SCALED    
 SY5695* NAVD 88     -       106.763  (meters)     350.27   (feet)  ADJUSTED  
 SY5695  ___________________________________________________________________
 SY5695  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 SY5695  DYNAMIC HT  -         106.774 (meters)     350.31  (feet)  COMP
 SY5695  MODELED GRAV-     980,708.9   (mgal)                       NAVD 88
 SY5695
 SY5695  VERT ORDER  -  SECOND    CLASS II
 SY5695
 SY5695.The horizontal coordinates were scaled from a topographic map and have
 SY5695.an estimated accuracy of +/- 6 seconds.
 SY5695
 SY5695.The orthometric height was determined by differential leveling
 SY5695.and adjusted by the National Geodetic Survey in October 1996..
 SY5695
 SY5695.The geoid height was determined by GEOID03.
 SY5695
 SY5695.The dynamic height is computed by dividing the NAVD 88
 SY5695.geopotential number by the normal gravity value computed on the
 SY5695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5695.degrees latitude (g = 980.6199 gals.).
 SY5695
 SY5695.The modeled gravity was interpolated from observed gravity values.
 SY5695
 SY5695;                    North         East    Units  Estimated Accuracy
 SY5695;SPC WA N     -    64,890.      401,720.      MT  (+/- 180 meters Scaled)
 SY5695
 SY5695                          SUPERSEDED SURVEY CONTROL
 SY5695
 SY5695.No superseded survey control is available for this station.
 SY5695
 SY5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET646695(NAD 83)
 SY5695_MARKER: B = BOLT
 SY5695_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5695_SP_SET: BOLT IN SIGNAL BASE
 SY5695_MARK LOGO: NONE  
 SY5695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5695+STABILITY: SURFACE MOTION
 SY5695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5695+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2001
 SY5695
 SY5695  HISTORY     - Date     Condition        Report By
 SY5695  HISTORY     - 1990     MONUMENTED       WA0109
 SY5695  HISTORY     - 20010602 GOOD             USPSQD
 SY5695  HISTORY     - 20060711 MARK NOT FOUND   USPSQD
 SY5695
 SY5695                          STATION DESCRIPTION
 SY5695
 SY5695'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5695'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTH OF RENTON, 16.1
 SY5695'KM (10.0 MI) EAST OF SEATTLE, 8.0 KM (5.0 MI) SOUTH OF REDMOND AND ON
 SY5695'STREET RIGHT-OF-WAY.
 SY5695'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5695'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5695'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5695'AND GO SOUTH ON 148TH AVENUE NORTHEAST AND THEN 150TH AVENUE
 SY5695'SOUTHEAST FOR 4.51 KM (2.80 MI)  CROSSING OVER INTERSTATE HIGHWAY 90
 SY5695'TO THE INTERSECTION OF SOUTHEAST 38TH STREET AND THE STATION ON THE
 SY5695'LEFT.
 SY5695'THE MARK IS AN X CUT IN THE TOP OF THE NORTHWEST BOLT IN THE BASE OF
 SY5695'THE TRAFFIC SIGNAL IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 SY5695'150TH AVENUE SOUTHEAST AND SOUTHEAST 38TH STREET.
 SY5695
 SY5695                          STATION RECOVERY (2001)
 SY5695
 SY5695'RECOVERY NOTE BY US POWER SQUADRON 2001 (LBW)
 SY5695''BM 30' WRITTEN ON POLE IN BLACK MARKER.
 SY5695
 SY5695                          STATION RECOVERY (2006)
 SY5695
 SY5695'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5695'WIDENING OF INTERSECTION AT 150TH AND 38TH STREET.  ORIGINAL TRAFFIC
 SY5695'SIGNAL REMOVED.  NEW TRAFFIC SIGNAL NOT IN SAME LOCATION, NO X CUT IN
 SY5695'ANY BOLT.  STATION PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5696 ***********************************************************************
 SY5696  DESIGNATION -  BEL 31
 SY5696  PID         -  SY5696
 SY5696  STATE/COUNTY-  WA/KING
 SY5696  USGS QUAD   -  AUBURN (1994)
 SY5696
 SY5696                         *CURRENT SURVEY CONTROL
 SY5696  ___________________________________________________________________
 SY5696* NAD 83(1986)-  47 34 17.     (N)    122 08 29.     (W)     SCALED    
 SY5696* NAVD 88     -       137.759  (meters)     451.96   (feet)  ADJUSTED  
 SY5696  ___________________________________________________________________
 SY5696  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 SY5696  DYNAMIC HT  -         137.772 (meters)     452.01  (feet)  COMP
 SY5696  MODELED GRAV-     980,708.2   (mgal)                       NAVD 88
 SY5696
 SY5696  VERT ORDER  -  SECOND    CLASS II
 SY5696
 SY5696.The horizontal coordinates were scaled from a topographic map and have
 SY5696.an estimated accuracy of +/- 6 seconds.
 SY5696
 SY5696.The orthometric height was determined by differential leveling
 SY5696.and adjusted by the National Geodetic Survey in October 1996..
 SY5696
 SY5696.The geoid height was determined by GEOID03.
 SY5696
 SY5696.The dynamic height is computed by dividing the NAVD 88
 SY5696.geopotential number by the normal gravity value computed on the
 SY5696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5696.degrees latitude (g = 980.6199 gals.).
 SY5696
 SY5696.The modeled gravity was interpolated from observed gravity values.
 SY5696
 SY5696;                    North         East    Units  Estimated Accuracy
 SY5696;SPC WA N     -    64,370.      401,590.      MT  (+/- 180 meters Scaled)
 SY5696
 SY5696                          SUPERSEDED SURVEY CONTROL
 SY5696
 SY5696.No superseded survey control is available for this station.
 SY5696
 SY5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET645690(NAD 83)
 SY5696_MARKER: DD = SURVEY DISK
 SY5696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5696_SP_SET: CONCRETE POST
 SY5696_MARK LOGO: NONE  
 SY5696_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5696+STABILITY: SURFACE MOTION
 SY5696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5696+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 SY5696
 SY5696  HISTORY     - Date     Condition        Report By
 SY5696  HISTORY     - 1990     MONUMENTED       WA0109
 SY5696  HISTORY     - 20060711 GOOD             USPSQD
 SY5696
 SY5696                          STATION DESCRIPTION
 SY5696
 SY5696'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5696'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTH OF RENTON, 16.1
 SY5696'KM (10.0 MI) EAST OF SEATTLE, 14.5 KM (9.0 MI) SOUTH OF REDMOND AND
 SY5696'ON STREET RIGHT-OF-WAY.
 SY5696'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5696'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5696'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5696'AND GO SOUTH ON 148TH AVENUE NORTHEAST AND THEN 150TH AVENUE
 SY5696'SOUTHEAST FOR 5.15 KM (3.20 MI)  CROSSING OVER INTERSTATE HIGHWAY 90
 SY5696'TO THE INTERSECTION OF NEWPORT WAY AND THE STATION IN THE CENTER OF
 SY5696'THE INTERSECTION.
 SY5696'THE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT THAT SET UNDER AN
 SY5696'IRON MONUMENT CASE AND COVER IN THE CENTER OF THE INTERSECTION OF
 SY5696'150TH AVENUE SOUTHEAST AND NEWPORT WAY.
 SY5696
 SY5696                          STATION RECOVERY (2006)
 SY5696
 SY5696'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5697 ***********************************************************************
 SY5697  DESIGNATION -  BEL 32
 SY5697  PID         -  SY5697
 SY5697  STATE/COUNTY-  WA/KING
 SY5697  USGS QUAD   -  AUBURN (1994)
 SY5697
 SY5697                         *CURRENT SURVEY CONTROL
 SY5697  ___________________________________________________________________
 SY5697* NAD 83(1986)-  47 33 31.     (N)    122 08 20.     (W)     SCALED    
 SY5697* NAVD 88     -       259.931  (meters)     852.79   (feet)  ADJUSTED  
 SY5697  ___________________________________________________________________
 SY5697  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY5697  DYNAMIC HT  -         259.956 (meters)     852.87  (feet)  COMP
 SY5697  MODELED GRAV-     980,703.4   (mgal)                       NAVD 88
 SY5697
 SY5697  VERT ORDER  -  SECOND    CLASS II
 SY5697
 SY5697.The horizontal coordinates were scaled from a topographic map and have
 SY5697.an estimated accuracy of +/- 6 seconds.
 SY5697
 SY5697.The orthometric height was determined by differential leveling
 SY5697.and adjusted by the National Geodetic Survey in October 1996..
 SY5697
 SY5697.The geoid height was determined by GEOID03.
 SY5697
 SY5697.The dynamic height is computed by dividing the NAVD 88
 SY5697.geopotential number by the normal gravity value computed on the
 SY5697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5697.degrees latitude (g = 980.6199 gals.).
 SY5697
 SY5697.The modeled gravity was interpolated from observed gravity values.
 SY5697
 SY5697;                    North         East    Units  Estimated Accuracy
 SY5697;SPC WA N     -    62,940.      401,750.      MT  (+/- 180 meters Scaled)
 SY5697
 SY5697                          SUPERSEDED SURVEY CONTROL
 SY5697
 SY5697.No superseded survey control is available for this station.
 SY5697
 SY5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET647676(NAD 83)
 SY5697_MARKER: DD = SURVEY DISK
 SY5697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5697_SP_SET: CONCRETE POST
 SY5697_MARK LOGO: NONE  
 SY5697_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5697+STABILITY: SURFACE MOTION
 SY5697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5697+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 SY5697
 SY5697  HISTORY     - Date     Condition        Report By
 SY5697  HISTORY     - 1990     MONUMENTED       WA0109
 SY5697  HISTORY     - 20060712 GOOD             USPSQD
 SY5697
 SY5697                          STATION DESCRIPTION
 SY5697
 SY5697'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5697'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTH OF RENTON, 16.1
 SY5697'KM (10.0 MI) EAST OF SEATTLE, 14.5 KM (9.0 MI) SOUTH OF REDMOND AND
 SY5697'ON STREET RIGHT-OF-WAY.
 SY5697'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5697'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5697'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5697'AND GO SOUTH ON 148TH AVENUE NORTHEAST AND THEN 150TH AVENUE
 SY5697'SOUTHEAST FOR 6.60 KM (4.10 MI)  CROSSING OVER INTERSTATE HIGHWAY 90
 SY5697'TO THE INTERSECTION OF SOUTHEAST 49TH STREET AND THE STATION IN THE
 SY5697'CENTER OF THE INTERSECTION.
 SY5697'THE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT THAT SET UNDER AN
 SY5697'IRON MONUMENT CASE AND COVER IN THE CENTER OF THE INTERSECTION OF
 SY5697'150TH AVENUE SOUTHEAST AND SOUTHEAST 49TH STREET.
 SY5697
 SY5697                          STATION RECOVERY (2006)
 SY5697
 SY5697'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5697'SW 150TH BECOMES HIGHLAND DRIVE.  STATION IS AT INTERSECTION OF SE
 SY5697'49TH AND HIGHLAND DRIVE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5698 ***********************************************************************
 SY5698  DESIGNATION -  BEL 33
 SY5698  PID         -  SY5698
 SY5698  STATE/COUNTY-  WA/KING
 SY5698  USGS QUAD   -  AUBURN (1994)
 SY5698
 SY5698                         *CURRENT SURVEY CONTROL
 SY5698  ___________________________________________________________________
 SY5698* NAD 83(1986)-  47 33 19.     (N)    122 07 55.     (W)     SCALED    
 SY5698* NAVD 88     -       352.869  (meters)    1157.70   (feet)  ADJUSTED  
 SY5698  ___________________________________________________________________
 SY5698  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 SY5698  DYNAMIC HT  -         352.902 (meters)    1157.81  (feet)  COMP
 SY5698  MODELED GRAV-     980,697.1   (mgal)                       NAVD 88
 SY5698
 SY5698  VERT ORDER  -  SECOND    CLASS II
 SY5698
 SY5698.The horizontal coordinates were scaled from a topographic map and have
 SY5698.an estimated accuracy of +/- 6 seconds.
 SY5698
 SY5698.The orthometric height was determined by differential leveling
 SY5698.and adjusted by the National Geodetic Survey in October 1996..
 SY5698
 SY5698.The geoid height was determined by GEOID03.
 SY5698
 SY5698.The dynamic height is computed by dividing the NAVD 88
 SY5698.geopotential number by the normal gravity value computed on the
 SY5698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5698.degrees latitude (g = 980.6199 gals.).
 SY5698
 SY5698.The modeled gravity was interpolated from observed gravity values.
 SY5698
 SY5698;                    North         East    Units  Estimated Accuracy
 SY5698;SPC WA N     -    62,560.      402,270.      MT  (+/- 180 meters Scaled)
 SY5698
 SY5698                          SUPERSEDED SURVEY CONTROL
 SY5698
 SY5698.No superseded survey control is available for this station.
 SY5698
 SY5698_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET653672(NAD 83)
 SY5698_MARKER: DD = SURVEY DISK
 SY5698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5698_SP_SET: CONCRETE POST
 SY5698_MARK LOGO: NONE  
 SY5698_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5698+STABILITY: SURFACE MOTION
 SY5698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5698+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5698
 SY5698  HISTORY     - Date     Condition        Report By
 SY5698  HISTORY     - 1990     MONUMENTED       WA0109
 SY5698
 SY5698                          STATION DESCRIPTION
 SY5698
 SY5698'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5698'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) NORTH OF RENTON, 16.1
 SY5698'KM (10.0 MI) EAST OF SEATTLE, 14.5 KM (9.0 MI) SOUTH OF REDMOND AND
 SY5698'ON STREET RIGHT-OF-WAY.
 SY5698'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5698'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5698'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5698'AND GO SOUTH ON 148TH AVENUE NORTHEAST AND THEN 150TH AVENUE
 SY5698'SOUTHEAST FOR 6.92 KM (4.30 MI)  CROSSING OVER INTERSTATE HIGHWAY 90
 SY5698'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON 53RD PLACE FOR 0.80
 SY5698'KM (0.50 MI) TO THE STATION IN THE CENTER OF THE STREET.
 SY5698'THE MARK IS SET IN THE TOP OF A CONCRETE MONUMENT THAT SET UNDER AN
 SY5698'IRON MONUMENT CASE AND COVER IN THE CENTER OF THE STRET BETWEEN LOTS
 SY5698'33 AND 34 OF THE SUMMIT SUBDIVISION NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5699 ***********************************************************************
 SY5699  DESIGNATION -  BEL 34
 SY5699  PID         -  SY5699
 SY5699  STATE/COUNTY-  WA/KING
 SY5699  USGS QUAD   -  AUBURN (1994)
 SY5699
 SY5699                         *CURRENT SURVEY CONTROL
 SY5699  ___________________________________________________________________
 SY5699* NAD 83(1986)-  47 36 29.     (N)    122 08 34.     (W)     SCALED    
 SY5699* NAVD 88     -        80.506  (meters)     264.13   (feet)  ADJUSTED  
 SY5699  ___________________________________________________________________
 SY5699  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SY5699  DYNAMIC HT  -          80.514 (meters)     264.15  (feet)  COMP
 SY5699  MODELED GRAV-     980,709.8   (mgal)                       NAVD 88
 SY5699
 SY5699  VERT ORDER  -  SECOND    CLASS II
 SY5699
 SY5699.The horizontal coordinates were scaled from a topographic map and have
 SY5699.an estimated accuracy of +/- 6 seconds.
 SY5699
 SY5699.The orthometric height was determined by differential leveling
 SY5699.and adjusted by the National Geodetic Survey in October 1996..
 SY5699
 SY5699.The geoid height was determined by GEOID03.
 SY5699
 SY5699.The dynamic height is computed by dividing the NAVD 88
 SY5699.geopotential number by the normal gravity value computed on the
 SY5699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5699.degrees latitude (g = 980.6199 gals.).
 SY5699
 SY5699.The modeled gravity was interpolated from observed gravity values.
 SY5699
 SY5699;                    North         East    Units  Estimated Accuracy
 SY5699;SPC WA N     -    68,440.      401,550.      MT  (+/- 180 meters Scaled)
 SY5699
 SY5699                          SUPERSEDED SURVEY CONTROL
 SY5699
 SY5699.No superseded survey control is available for this station.
 SY5699
 SY5699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET644730(NAD 83)
 SY5699_MARKER: B = BOLT
 SY5699_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5699_SP_SET: TRAFFIC SIGNAL BASE
 SY5699_MARK LOGO: NONE  
 SY5699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5699+STABILITY: SURFACE MOTION
 SY5699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5699+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5699
 SY5699  HISTORY     - Date     Condition        Report By
 SY5699  HISTORY     - 1990     MONUMENTED       WA0109
 SY5699  HISTORY     - 19961105 MARK NOT FOUND   USPSQD
 SY5699  HISTORY     - 20011105 MARK NOT FOUND   USPSQD
 SY5699
 SY5699                          STATION DESCRIPTION
 SY5699
 SY5699'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5699'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5699'KM (10.0 MI) EAST OF SEATTLE, 4.8 KM (3.0 MI) SOUTH OF REDMOND AND ON
 SY5699'STREET RIGHT-OF-WAY.
 SY5699'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5699'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5699'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5699'AND GO SOUTH ON 148TH AVENUE NORTHEAST FOR 0.80 KM (0.50 MI) TO THE
 SY5699'INTERSECTION OF MAIN STREEET AND THE STATION ON THE LEFT.
 SY5699'THE MARK IS AN X CUT IN THE TOP OF THE WEST BOLT OF THE BASE OF THE
 SY5699'TRAFFIC SIGNAL IN THE MEDIAN OF THE INTERSECTION OF 148TH AVENUE
 SY5699'SOUTHEAST AND MAIN STREET.
 SY5699
 SY5699                          STATION RECOVERY (1996)
 SY5699
 SY5699'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5699'MARK NOT FOUND.
 SY5699
 SY5699                          STATION RECOVERY (2001)
 SY5699
 SY5699'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEL)
 SY5699'MARK NOT FOUND.  BOTH TRAFFIC LIGHTS IN MEDIAN WERE CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5700 ***********************************************************************
 SY5700  DESIGNATION -  BEL 35
 SY5700  PID         -  SY5700
 SY5700  STATE/COUNTY-  WA/KING
 SY5700  USGS QUAD   -  AUBURN (1994)
 SY5700
 SY5700                         *CURRENT SURVEY CONTROL
 SY5700  ___________________________________________________________________
 SY5700* NAD 83(1986)-  47 36 09.     (N)    122 08 31.     (W)     SCALED    
 SY5700* NAVD 88     -        84.989  (meters)     278.83   (feet)  ADJUSTED  
 SY5700  ___________________________________________________________________
 SY5700  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 SY5700  DYNAMIC HT  -          84.997 (meters)     278.86  (feet)  COMP
 SY5700  MODELED GRAV-     980,710.8   (mgal)                       NAVD 88
 SY5700
 SY5700  VERT ORDER  -  SECOND    CLASS II
 SY5700
 SY5700.The horizontal coordinates were scaled from a topographic map and have
 SY5700.an estimated accuracy of +/- 6 seconds.
 SY5700
 SY5700.The orthometric height was determined by differential leveling
 SY5700.and adjusted by the National Geodetic Survey in October 1996..
 SY5700
 SY5700.The geoid height was determined by GEOID03.
 SY5700
 SY5700.The dynamic height is computed by dividing the NAVD 88
 SY5700.geopotential number by the normal gravity value computed on the
 SY5700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5700.degrees latitude (g = 980.6199 gals.).
 SY5700
 SY5700.The modeled gravity was interpolated from observed gravity values.
 SY5700
 SY5700;                    North         East    Units  Estimated Accuracy
 SY5700;SPC WA N     -    67,820.      401,600.      MT  (+/- 180 meters Scaled)
 SY5700
 SY5700                          SUPERSEDED SURVEY CONTROL
 SY5700
 SY5700.No superseded survey control is available for this station.
 SY5700
 SY5700_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET644724(NAD 83)
 SY5700_MARKER: B = BOLT
 SY5700_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5700_SP_SET: TRAFFIC SIGNAL BASE
 SY5700_MARK LOGO: NONE  
 SY5700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5700+STABILITY: SURFACE MOTION
 SY5700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5700+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5700
 SY5700  HISTORY     - Date     Condition        Report By
 SY5700  HISTORY     - 1990     MONUMENTED       WA0109
 SY5700  HISTORY     - 19961105 MARK NOT FOUND   USPSQD
 SY5700  HISTORY     - 20011105 MARK NOT FOUND   USPSQD
 SY5700
 SY5700                          STATION DESCRIPTION
 SY5700
 SY5700'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5700'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5700'KM (10.0 MI) EAST OF SEATTLE, 4.8 KM (3.0 MI) SOUTH OF REDMOND AND ON
 SY5700'STREET RIGHT-OF-WAY.
 SY5700'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5700'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5700'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5700'AND GO SOUTH ON 148TH AVENUE NORTHEAST FOR 1.61 KM (1.00 MI) TO THE
 SY5700'INTERSECTION OF SOUTHEAST 8TH STREET AND THE STATION ON THE LEFT.
 SY5700'THE MARK IS AN X CUT IN THE TOP OF THE SOUTHWEST BOLT OF THE BASE OF
 SY5700'THE TRAFFIC SIGNAL IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 SY5700'148TH AVENUE SOUTHEAST AND SOUTHEAST 8TH STREET.
 SY5700
 SY5700                          STATION RECOVERY (1996)
 SY5700
 SY5700'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5700'MARK NOT FOUND.
 SY5700
 SY5700                          STATION RECOVERY (2001)
 SY5700
 SY5700'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEL)
 SY5700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5701 ***********************************************************************
 SY5701  DESIGNATION -  BEL 36
 SY5701  PID         -  SY5701
 SY5701  STATE/COUNTY-  WA/KING
 SY5701  USGS QUAD   -  AUBURN (1994)
 SY5701
 SY5701                         *CURRENT SURVEY CONTROL
 SY5701  ___________________________________________________________________
 SY5701* NAD 83(1986)-  47 35 49.     (N)    122 08 32.     (W)     SCALED    
 SY5701* NAVD 88     -       113.106  (meters)     371.08   (feet)  ADJUSTED  
 SY5701  ___________________________________________________________________
 SY5701  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SY5701  DYNAMIC HT  -         113.117 (meters)     371.12  (feet)  COMP
 SY5701  MODELED GRAV-     980,711.7   (mgal)                       NAVD 88
 SY5701
 SY5701  VERT ORDER  -  SECOND    CLASS II
 SY5701
 SY5701.The horizontal coordinates were scaled from a topographic map and have
 SY5701.an estimated accuracy of +/- 6 seconds.
 SY5701
 SY5701.The orthometric height was determined by differential leveling
 SY5701.and adjusted by the National Geodetic Survey in October 1996..
 SY5701
 SY5701.The geoid height was determined by GEOID03.
 SY5701
 SY5701.The dynamic height is computed by dividing the NAVD 88
 SY5701.geopotential number by the normal gravity value computed on the
 SY5701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5701.degrees latitude (g = 980.6199 gals.).
 SY5701
 SY5701.The modeled gravity was interpolated from observed gravity values.
 SY5701
 SY5701;                    North         East    Units  Estimated Accuracy
 SY5701;SPC WA N     -    67,210.      401,570.      MT  (+/- 180 meters Scaled)
 SY5701
 SY5701                          SUPERSEDED SURVEY CONTROL
 SY5701
 SY5701.No superseded survey control is available for this station.
 SY5701
 SY5701_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET644718(NAD 83)
 SY5701_MARKER: B = BOLT
 SY5701_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5701_SP_SET: TRAFFIC SIGNAL BASE
 SY5701_MARK LOGO: NONE  
 SY5701_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5701+STABILITY: SURFACE MOTION
 SY5701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5701+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5701
 SY5701  HISTORY     - Date     Condition        Report By
 SY5701  HISTORY     - 1990     MONUMENTED       WA0109
 SY5701  HISTORY     - 19961105 MARK NOT FOUND   USPSQD
 SY5701  HISTORY     - 20011105 MARK NOT FOUND   USPSQD
 SY5701
 SY5701                          STATION DESCRIPTION
 SY5701
 SY5701'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5701'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5701'KM (10.0 MI) EAST OF SEATTLE, 4.8 KM (3.0 MI) SOUTH OF REDMOND AND ON
 SY5701'STREET RIGHT-OF-WAY.
 SY5701'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5701'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5701'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5701'AND GO SOUTH ON 148TH AVENUE NORTHEAST FOR 2.41 KM (1.50 MI) TO THE
 SY5701'INTERSECTION OF SOUTHEAST 16TH STREET AND THE STATION ON THE LEFT.
 SY5701'THE MARK IS AN X CUT IN THE TOP OF THE WEST BOLT OF THE BASE OF THE
 SY5701'TRAFFIC SIGNAL IN THE NORTHEAST ANGLE OF THE INTERSECTION OF 148TH
 SY5701'AVENUE SOUTHEAST AND SOUTHEAST 16TH STREET.
 SY5701
 SY5701                          STATION RECOVERY (1996)
 SY5701
 SY5701'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5701'MARK NOT FOUND.
 SY5701
 SY5701                          STATION RECOVERY (2001)
 SY5701
 SY5701'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEL)
 SY5701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5702 ***********************************************************************
 SY5702  DESIGNATION -  BEL 37
 SY5702  PID         -  SY5702
 SY5702  STATE/COUNTY-  WA/KING
 SY5702  USGS QUAD   -  AUBURN (1994)
 SY5702
 SY5702                         *CURRENT SURVEY CONTROL
 SY5702  ___________________________________________________________________
 SY5702* NAD 83(1986)-  47 35 29.     (N)    122 08 32.     (W)     SCALED    
 SY5702* NAVD 88     -       118.509  (meters)     388.81   (feet)  ADJUSTED  
 SY5702  ___________________________________________________________________
 SY5702  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 SY5702  DYNAMIC HT  -         118.521 (meters)     388.85  (feet)  COMP
 SY5702  MODELED GRAV-     980,712.2   (mgal)                       NAVD 88
 SY5702
 SY5702  VERT ORDER  -  SECOND    CLASS II
 SY5702
 SY5702.The horizontal coordinates were scaled from a topographic map and have
 SY5702.an estimated accuracy of +/- 6 seconds.
 SY5702
 SY5702.The orthometric height was determined by differential leveling
 SY5702.and adjusted by the National Geodetic Survey in October 1996..
 SY5702
 SY5702.The geoid height was determined by GEOID03.
 SY5702
 SY5702.The dynamic height is computed by dividing the NAVD 88
 SY5702.geopotential number by the normal gravity value computed on the
 SY5702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5702.degrees latitude (g = 980.6199 gals.).
 SY5702
 SY5702.The modeled gravity was interpolated from observed gravity values.
 SY5702
 SY5702;                    North         East    Units  Estimated Accuracy
 SY5702;SPC WA N     -    66,590.      401,560.      MT  (+/- 180 meters Scaled)
 SY5702
 SY5702                          SUPERSEDED SURVEY CONTROL
 SY5702
 SY5702.No superseded survey control is available for this station.
 SY5702
 SY5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET644712(NAD 83)
 SY5702_MARKER: B = BOLT
 SY5702_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5702_SP_SET: TRAFFIC SIGNAL BASE
 SY5702_MARK LOGO: NONE  
 SY5702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5702+STABILITY: SURFACE MOTION
 SY5702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5702+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 SY5702
 SY5702  HISTORY     - Date     Condition        Report By
 SY5702  HISTORY     - 1990     MONUMENTED       WA0109
 SY5702  HISTORY     - 20010529 MARK NOT FOUND   USPSQD
 SY5702  HISTORY     - 20060711 GOOD             USPSQD
 SY5702
 SY5702                          STATION DESCRIPTION
 SY5702
 SY5702'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5702'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5702'KM (10.0 MI) EAST OF SEATTLE, 4.8 KM (3.0 MI) SOUTH OF REDMOND AND ON
 SY5702'STREET RIGHT-OF-WAY.
 SY5702'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5702'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5702'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5702'AND GO SOUTH ON 148TH AVENUE NORTHEAST FOR 3.06 KM (1.90 MI) TO THE
 SY5702'INTERSECTION OF SOUTHEAST 22ND STREET AND THE STATION ON THE LEFT.
 SY5702'THE MARK IS AN X CUT IN THE TOP OF THE SOUTHWEST BOLT OF THE BASE OF
 SY5702'THE TRAFFIC SIGNAL IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 SY5702'148TH AVENUE SOUTHEAST AND SOUTHEAST 22ND STREET.
 SY5702
 SY5702                          STATION RECOVERY (2001)
 SY5702
 SY5702'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5702'MARK NOT FOUND.
 SY5702
 SY5702                          STATION RECOVERY (2006)
 SY5702
 SY5702'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY5702'BOLT IS PRESENT IN BASE OF TRAFFIC SIGNAL.  METALLIC COVER SCREWED ON
 SY5702'TOP.   UNABLE TO DETERMINE IF BOLT IS STILL X CUT.  SCREWS HOLDING
 SY5702'COVER RUSTED ON.  BOLT DOES NOT APPEAR TO HAVE BEEN REPLACED SINCE
 SY5702'1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5703 ***********************************************************************
 SY5703  DESIGNATION -  BEL 38
 SY5703  PID         -  SY5703
 SY5703  STATE/COUNTY-  WA/KING
 SY5703  USGS QUAD   -  AUBURN (1994)
 SY5703
 SY5703                         *CURRENT SURVEY CONTROL
 SY5703  ___________________________________________________________________
 SY5703* NAD 83(1986)-  47 34 43.     (N)    122 07 48.     (W)     SCALED    
 SY5703* NAVD 88     -       102.187  (meters)     335.26   (feet)  ADJUSTED  
 SY5703  ___________________________________________________________________
 SY5703  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 SY5703  DYNAMIC HT  -         102.197 (meters)     335.29  (feet)  COMP
 SY5703  MODELED GRAV-     980,708.5   (mgal)                       NAVD 88
 SY5703
 SY5703  VERT ORDER  -  SECOND    CLASS II
 SY5703
 SY5703.The horizontal coordinates were scaled from a topographic map and have
 SY5703.an estimated accuracy of +/- 6 seconds.
 SY5703
 SY5703.The orthometric height was determined by differential leveling
 SY5703.and adjusted by the National Geodetic Survey in October 1996..
 SY5703
 SY5703.The geoid height was determined by GEOID03.
 SY5703
 SY5703.The dynamic height is computed by dividing the NAVD 88
 SY5703.geopotential number by the normal gravity value computed on the
 SY5703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5703.degrees latitude (g = 980.6199 gals.).
 SY5703
 SY5703.The modeled gravity was interpolated from observed gravity values.
 SY5703
 SY5703;                    North         East    Units  Estimated Accuracy
 SY5703;SPC WA N     -    65,150.      402,460.      MT  (+/- 180 meters Scaled)
 SY5703
 SY5703                          SUPERSEDED SURVEY CONTROL
 SY5703
 SY5703.No superseded survey control is available for this station.
 SY5703
 SY5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET654698(NAD 83)
 SY5703_MARKER: B = BOLT
 SY5703_SETTING: 0 = UNSPECIFIED SETTING
 SY5703_MARK LOGO: NONE  
 SY5703_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5703+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5703
 SY5703  HISTORY     - Date     Condition        Report By
 SY5703  HISTORY     - 1990     MONUMENTED       WA0109
 SY5703
 SY5703                          STATION DESCRIPTION
 SY5703
 SY5703'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5703'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 12.8
 SY5703'KM (8.0 MI) EAST OF SEATTLE, 11.3 KM (7.0 MI) SOUTH OF REDMOND AND ON
 SY5703'STREET RIGHT-OF-WAY.
 SY5703'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5703'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5703'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN RIGHT
 SY5703'AND GO SOUTH ON 148TH AVENUE NORTHEAST AND THEN ON 150TH AVENUE
 SY5703'SOUTHEAST FOR 4.02 KM (2.50 MI) TO THE INTERSECTION OF EAST GATE WAY.
 SY5703'TURN LEFT AND GO EAST ON EAST GATE WAY FOR 0.97 KM (0.60 MI) TO A
 SY5703'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON 158TH AVENUE SOUTHEAST FOR
 SY5703'0.08 KM (0.05 MI) TO THE STATI9ON ON THE RIGHT.
 SY5703'THE MARK IS AN X CUT IN THE TOP OF THE WESTERLY FLANGE BOLT ON THE
 SY5703'FIRST WATER HYDRANT NORTH OF THE INTERSECTION OF EAST GATE WAY AND
 SY5703'158TH AVENUE SOUTHEAST ON THE EAST SIDE OF 158TH AVENUE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5670 ***********************************************************************
 SY5670  DESIGNATION -  BEL 4
 SY5670  PID         -  SY5670
 SY5670  STATE/COUNTY-  WA/KING
 SY5670  USGS QUAD   -  
 SY5670
 SY5670                         *CURRENT SURVEY CONTROL
 SY5670  ___________________________________________________________________
 SY5670* NAD 83(1986)-  47 37 31.     (N)    122 08 57.     (W)     SCALED    
 SY5670* NAVD 88     -        70.960  (meters)     232.81   (feet)  ADJUSTED  
 SY5670  ___________________________________________________________________
 SY5670  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SY5670  DYNAMIC HT  -          70.967 (meters)     232.83  (feet)  COMP
 SY5670  MODELED GRAV-     980,707.9   (mgal)                       NAVD 88
 SY5670
 SY5670  VERT ORDER  -  SECOND    CLASS II
 SY5670
 SY5670.The horizontal coordinates were scaled from a topographic map and have
 SY5670.an estimated accuracy of +/- 6 seconds.
 SY5670
 SY5670.The orthometric height was determined by differential leveling
 SY5670.and adjusted by the National Geodetic Survey in October 1996..
 SY5670
 SY5670.The geoid height was determined by GEOID03.
 SY5670
 SY5670.The dynamic height is computed by dividing the NAVD 88
 SY5670.geopotential number by the normal gravity value computed on the
 SY5670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5670.degrees latitude (g = 980.6199 gals.).
 SY5670
 SY5670.The modeled gravity was interpolated from observed gravity values.
 SY5670
 SY5670;                    North         East    Units  Estimated Accuracy
 SY5670;SPC WA N     -    70,370.      401,100.      MT  (+/- 180 meters Scaled)
 SY5670
 SY5670                          SUPERSEDED SURVEY CONTROL
 SY5670
 SY5670.No superseded survey control is available for this station.
 SY5670
 SY5670_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET639750(NAD 83)
 SY5670_MARKER: I = METAL ROD
 SY5670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5670_SP_SET: CONCRETE POST
 SY5670_MARK LOGO: NONE  
 SY5670_MAGNETIC: I = MARKER IS A STEEL ROD
 SY5670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5670+STABILITY: SURFACE MOTION
 SY5670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5670+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5670
 SY5670  HISTORY     - Date     Condition        Report By
 SY5670  HISTORY     - 1990     MONUMENTED       WA0109
 SY5670  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY5670  HISTORY     - 20010529 MARK NOT FOUND   USPSQD
 SY5670
 SY5670                          STATION DESCRIPTION
 SY5670
 SY5670'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5670'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5670'KM (10.0 MI) EAST OF SEATTLE, 3.2 KM (2.0 MI) SOUTH OF REDMOND AND ON
 SY5670'STREET RIGHT-OF-WAY.
 SY5670'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5670'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5670'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN LEFT
 SY5670'AND GO NORTH ON 148TH AVENUE NORTHEAST FOR 1.13 KM (0.70 MI) TO THE
 SY5670'JUNCTION OF BEL-RED ROAD. TURN LEFT AND GO SOUTHWEST ON BEL-RED ROAD
 SY5670'FOR 0.48 KM (0.30 MI) TO THE INTERSECTION OF 143RD AVENUE NORTHEAST
 SY5670'AND THE STATION.
 SY5670'THE MARK IS THE TOP OF A 1/2 INCH IRON ROD SET IN THE TOP OF A
 SY5670'CONCRETE PEDESTAL THAT IS 0.6 M (2.0 FT) IN DIAMETER.  IT IS 3.1 M
 SY5670'(10.2 FT) SOUTH OF THE HIGHLAND PARK FIELDHOUSE.
 SY5670
 SY5670                          STATION RECOVERY (2001)
 SY5670
 SY5670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5670'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5670
 SY5670                          STATION RECOVERY (2001)
 SY5670
 SY5670'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5670'CROSS STREETS FOR THE STATION (IF THERE) WOULD BE BEL-RED ROAD AND
 SY5670'20TH PL N.E.  FACILITY IS NAMED HIGHLAND CENTER AT HIGHLAND PARK.
 SY5670'STATION PROBABLY DISTURBED DURING IMPROVEMENTS TO PARK-LIKE SETTING
 SY5670'NEXT TO HIGHLAND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5671 ***********************************************************************
 SY5671  DESIGNATION -  BEL 5
 SY5671  PID         -  SY5671
 SY5671  STATE/COUNTY-  WA/KING
 SY5671  USGS QUAD   -  
 SY5671
 SY5671                         *CURRENT SURVEY CONTROL
 SY5671  ___________________________________________________________________
 SY5671* NAD 83(1986)-  47 37 35.     (N)    122 08 35.     (W)     SCALED    
 SY5671* NAVD 88     -        88.953  (meters)     291.84   (feet)  ADJUSTED  
 SY5671  ___________________________________________________________________
 SY5671  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 SY5671  DYNAMIC HT  -          88.961 (meters)     291.87  (feet)  COMP
 SY5671  MODELED GRAV-     980,707.4   (mgal)                       NAVD 88
 SY5671
 SY5671  VERT ORDER  -  SECOND    CLASS II
 SY5671
 SY5671.The horizontal coordinates were scaled from a topographic map and have
 SY5671.an estimated accuracy of +/- 6 seconds.
 SY5671
 SY5671.The orthometric height was determined by differential leveling
 SY5671.and adjusted by the National Geodetic Survey in October 1996..
 SY5671
 SY5671.The geoid height was determined by GEOID03.
 SY5671
 SY5671.The dynamic height is computed by dividing the NAVD 88
 SY5671.geopotential number by the normal gravity value computed on the
 SY5671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5671.degrees latitude (g = 980.6199 gals.).
 SY5671
 SY5671.The modeled gravity was interpolated from observed gravity values.
 SY5671
 SY5671;                    North         East    Units  Estimated Accuracy
 SY5671;SPC WA N     -    70,480.      401,570.      MT  (+/- 180 meters Scaled)
 SY5671
 SY5671                          SUPERSEDED SURVEY CONTROL
 SY5671
 SY5671.No superseded survey control is available for this station.
 SY5671
 SY5671_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET643751(NAD 83)
 SY5671_MARKER: Q = CHISELED SQUARE
 SY5671_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY5671_SP_SET: STAIRWAY
 SY5671_MARK LOGO: NONE  
 SY5671_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5671+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5671
 SY5671  HISTORY     - Date     Condition        Report By
 SY5671  HISTORY     - 1990     MONUMENTED       WA0109
 SY5671  HISTORY     - 19961105 GOOD             USPSQD
 SY5671  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY5671  HISTORY     - 20011105 GOOD             USPSQD
 SY5671
 SY5671                          STATION DESCRIPTION
 SY5671
 SY5671'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5671'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5671'KM (10.0 MI) EAST OF SEATTLE, 3.2 KM (2.0 MI) SOUTH OF REDMOND AND ON
 SY5671'STREET RIGHT-OF-WAY.
 SY5671'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5671'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5671'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN LEFT
 SY5671'AND GO NORTH ON 148TH AVENUE NORTHEAST FOR 1.13 KM (0.70 MI) TO THE
 SY5671'JUNCTION OF BEL-RED ROAD AND THE STATION ON THE LEFT.
 SY5671'THE MARK IS A CHISELED SQUARE IN THE TOP OF THE CONCRETE STAIRWAY IN
 SY5671'THE COMMISSIONERS WATERWAY PARK AT THE SOUTHWEST ANGLE OF THE
 SY5671'INTERSECTION.
 SY5671
 SY5671                          STATION RECOVERY (1996)
 SY5671
 SY5671'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5671'RECOVERED IN GOOD CONDITION.
 SY5671
 SY5671                          STATION RECOVERY (2001)
 SY5671
 SY5671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5671'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5671
 SY5671                          STATION RECOVERY (2001)
 SY5671
 SY5671'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEL)
 SY5671'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5672 ***********************************************************************
 SY5672  DESIGNATION -  BEL 6
 SY5672  PID         -  SY5672
 SY5672  STATE/COUNTY-  WA/KING
 SY5672  USGS QUAD   -  
 SY5672
 SY5672                         *CURRENT SURVEY CONTROL
 SY5672  ___________________________________________________________________
 SY5672* NAD 83(1986)-  47 37 39.     (N)    122 08 35.     (W)     SCALED    
 SY5672* NAVD 88     -        91.369  (meters)     299.77   (feet)  ADJUSTED  
 SY5672  ___________________________________________________________________
 SY5672  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 SY5672  DYNAMIC HT  -          91.378 (meters)     299.80  (feet)  COMP
 SY5672  MODELED GRAV-     980,707.4   (mgal)                       NAVD 88
 SY5672
 SY5672  VERT ORDER  -  SECOND    CLASS II
 SY5672
 SY5672.The horizontal coordinates were scaled from a topographic map and have
 SY5672.an estimated accuracy of +/- 6 seconds.
 SY5672
 SY5672.The orthometric height was determined by differential leveling
 SY5672.and adjusted by the National Geodetic Survey in October 1996..
 SY5672
 SY5672.The geoid height was determined by GEOID03.
 SY5672
 SY5672.The dynamic height is computed by dividing the NAVD 88
 SY5672.geopotential number by the normal gravity value computed on the
 SY5672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5672.degrees latitude (g = 980.6199 gals.).
 SY5672
 SY5672.The modeled gravity was interpolated from observed gravity values.
 SY5672
 SY5672;                    North         East    Units  Estimated Accuracy
 SY5672;SPC WA N     -    70,600.      401,570.      MT  (+/- 180 meters Scaled)
 SY5672
 SY5672                          SUPERSEDED SURVEY CONTROL
 SY5672
 SY5672.No superseded survey control is available for this station.
 SY5672
 SY5672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET643752(NAD 83)
 SY5672_MARKER: B = BOLT
 SY5672_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5672_SP_SET: BASE OF STREET LIGHT
 SY5672_MARK LOGO: NONE  
 SY5672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5672+STABILITY: SURFACE MOTION
 SY5672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5672+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5672
 SY5672  HISTORY     - Date     Condition        Report By
 SY5672  HISTORY     - 1990     MONUMENTED       WA0109
 SY5672  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY5672  HISTORY     - 20010529 MARK NOT FOUND   USPSQD
 SY5672
 SY5672                          STATION DESCRIPTION
 SY5672
 SY5672'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5672'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5672'KM (10.0 MI) EAST OF SEATTLE, 1.6 KM (1.0 MI) SOUTH OF REDMOND AND ON
 SY5672'STREET RIGHT-OF-WAY.
 SY5672'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5672'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5672'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN LEFT
 SY5672'AND GO NORTH ON 148TH AVENUE NORTHEAST FOR 1.21 KM (0.75 MI) TO THE
 SY5672'JUNCTION OF NORTHEAST 20TH STREET AND THE STATION ON THE LEFT.
 SY5672'THE MARK IS AN X CUT INTO THE TOP OF A BOLT IN THE BASE OF THE EAST
 SY5672'ONE OF TWO LIGTHTS IN THE GAS STATION PARKING AREA IN THE NORTH WEST
 SY5672'ANGLE OF THE INTERSECTION.
 SY5672
 SY5672                          STATION RECOVERY (2001)
 SY5672
 SY5672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5672'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5672
 SY5672                          STATION RECOVERY (2001)
 SY5672
 SY5672'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5672'UNABLE TO FIND.  POSSIBLE STATION REMODELING IN PAST 11 YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5673 ***********************************************************************
 SY5673  DESIGNATION -  BEL 7
 SY5673  PID         -  SY5673
 SY5673  STATE/COUNTY-  WA/KING
 SY5673  USGS QUAD   -  
 SY5673
 SY5673                         *CURRENT SURVEY CONTROL
 SY5673  ___________________________________________________________________
 SY5673* NAD 83(1986)-  47 37 52.     (N)    122 08 35.     (W)     SCALED    
 SY5673* NAVD 88     -        96.481  (meters)     316.54   (feet)  ADJUSTED  
 SY5673  ___________________________________________________________________
 SY5673  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SY5673  DYNAMIC HT  -          96.490 (meters)     316.57  (feet)  COMP
 SY5673  MODELED GRAV-     980,707.6   (mgal)                       NAVD 88
 SY5673
 SY5673  VERT ORDER  -  SECOND    CLASS II
 SY5673
 SY5673.The horizontal coordinates were scaled from a topographic map and have
 SY5673.an estimated accuracy of +/- 6 seconds.
 SY5673
 SY5673.The orthometric height was determined by differential leveling
 SY5673.and adjusted by the National Geodetic Survey in October 1996..
 SY5673
 SY5673.The geoid height was determined by GEOID03.
 SY5673
 SY5673.The dynamic height is computed by dividing the NAVD 88
 SY5673.geopotential number by the normal gravity value computed on the
 SY5673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5673.degrees latitude (g = 980.6199 gals.).
 SY5673
 SY5673.The modeled gravity was interpolated from observed gravity values.
 SY5673
 SY5673;                    North         East    Units  Estimated Accuracy
 SY5673;SPC WA N     -    71,010.      401,570.      MT  (+/- 180 meters Scaled)
 SY5673
 SY5673                          SUPERSEDED SURVEY CONTROL
 SY5673
 SY5673.No superseded survey control is available for this station.
 SY5673
 SY5673_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET643756(NAD 83)
 SY5673_MARKER: B = BOLT
 SY5673_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5673_SP_SET: BASE OF TRAFFIC SIGNAL
 SY5673_MARK LOGO: NONE  
 SY5673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5673+STABILITY: SURFACE MOTION
 SY5673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5673+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5673
 SY5673  HISTORY     - Date     Condition        Report By
 SY5673  HISTORY     - 1990     MONUMENTED       WA0109
 SY5673  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY5673  HISTORY     - 20010529 MARK NOT FOUND   USPSQD
 SY5673
 SY5673                          STATION DESCRIPTION
 SY5673
 SY5673'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5673'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5673'KM (10.0 MI) EAST OF SEATTLE, 1.6 KM (1.0 MI) SOUTH OF REDMOND AND ON
 SY5673'STREET RIGHT-OF-WAY.
 SY5673'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5673'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5673'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN LEFT
 SY5673'AND GO NORTH ON 148TH AVENUE NORTHEAST FOR 1.61 KM (1.00 MI) TO THE
 SY5673'JUNCTION OF NORTHEAST 24TH STREET AND THE STATION ON THE LEFT.
 SY5673'THE MARK IS AN X CUT INTO THE TOP OF THE SOUTHEAST BOLT IN THE BASE
 SY5673'OF THE TRAFFIC SIGNAL IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 SY5673
 SY5673                          STATION RECOVERY (2001)
 SY5673
 SY5673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5673'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5673
 SY5673                          STATION RECOVERY (2001)
 SY5673
 SY5673'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5673'NO 'X' IN ANY BOLT.  THERE IS A SMALL BRASS DISC 4 FEET EAST OF
 SY5673'TRAFFIC LIGHT POLE AND EMBEDDED IN CENTER OF SIDEWALK.  DISC IS
 SY5673'INSCRIBED 'A88'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5674 ***********************************************************************
 SY5674  DESIGNATION -  BEL 8
 SY5674  PID         -  SY5674
 SY5674  STATE/COUNTY-  WA/KING
 SY5674  USGS QUAD   -  
 SY5674
 SY5674                         *CURRENT SURVEY CONTROL
 SY5674  ___________________________________________________________________
 SY5674* NAD 83(1986)-  47 37 58.     (N)    122 08 34.     (W)     SCALED    
 SY5674* NAVD 88     -       105.974  (meters)     347.68   (feet)  ADJUSTED  
 SY5674  ___________________________________________________________________
 SY5674  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SY5674  DYNAMIC HT  -         105.984 (meters)     347.72  (feet)  COMP
 SY5674  MODELED GRAV-     980,707.8   (mgal)                       NAVD 88
 SY5674
 SY5674  VERT ORDER  -  SECOND    CLASS II
 SY5674
 SY5674.The horizontal coordinates were scaled from a topographic map and have
 SY5674.an estimated accuracy of +/- 6 seconds.
 SY5674
 SY5674.The orthometric height was determined by differential leveling
 SY5674.and adjusted by the National Geodetic Survey in October 1996..
 SY5674
 SY5674.The geoid height was determined by GEOID03.
 SY5674
 SY5674.The dynamic height is computed by dividing the NAVD 88
 SY5674.geopotential number by the normal gravity value computed on the
 SY5674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5674.degrees latitude (g = 980.6199 gals.).
 SY5674
 SY5674.The modeled gravity was interpolated from observed gravity values.
 SY5674
 SY5674;                    North         East    Units  Estimated Accuracy
 SY5674;SPC WA N     -    71,190.      401,600.      MT  (+/- 180 meters Scaled)
 SY5674
 SY5674                          SUPERSEDED SURVEY CONTROL
 SY5674
 SY5674.No superseded survey control is available for this station.
 SY5674
 SY5674_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET643758(NAD 83)
 SY5674_MARKER: B = BOLT
 SY5674_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY5674_SP_SET: BASE OF SIGN POLE
 SY5674_MARK LOGO: NONE  
 SY5674_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY5674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5674+STABILITY: SURFACE MOTION
 SY5674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5674+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SY5674
 SY5674  HISTORY     - Date     Condition        Report By
 SY5674  HISTORY     - 1990     MONUMENTED       WA0109
 SY5674  HISTORY     - 20010529 MARK NOT FOUND   USPSQD
 SY5674
 SY5674                          STATION DESCRIPTION
 SY5674
 SY5674'DESCRIBED BY CITY OF BELLEVUE WASHINGTON 1990
 SY5674'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTH OF RENTON, 16.1
 SY5674'KM (10.0 MI) EAST OF SEATTLE, 1.6 KM (1.0 MI) SOUTH OF REDMOND AND ON
 SY5674'STREET RIGHT-OF-WAY.
 SY5674'TO REACH FROM THE INTERESECTION OF INTERSTATE HIGHAY 405 AND NORTHEAST
 SY5674'8TH STREET IN BELLEVUE, GO EAST ON NORTHEAST 8TH STREET FOR 3.54 KM
 SY5674'(2.20 MI) TO THE INTERSECTION OF 148TH AVENUE NORTHEAST. TURN LEFT
 SY5674'AND GO NORTH ON 148TH AVENUE NORTHEAST FOR 1.93 KM (1.20 MI) TO THE
 SY5674'ENTRANCE RAMP FOR STATE ROUTE 520 AND THE STATION ON THE LEFT.
 SY5674'THE MARK IS AN X CUT INTO THE TOP OF THE EASTERLY ONE OF TWO BOLTS
 SY5674'ON THE SOUTH SIDE OF THE BASE OF THE ENTRANCE SIGN TO STATE ROUTE
 SY5674'520.
 SY5674
 SY5674                          STATION RECOVERY (2001)
 SY5674
 SY5674'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCW)
 SY5674'INTERSECTION HAS CHANGED.  BELIEVE SIGN IS GONE.  ORIGINAL DESCRIPTION
 SY5674'NOT CLEAR AS TO WHICH HWY 520 ENTRANCE.  THERE ARE THREE SEPARATE
 SY5674'ENTRANCES AT THE DESCRIBED LOCATION. ALL INSPECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1869 ***********************************************************************
 TR1869  DESIGNATION -  BELBAY
 TR1869  PID         -  TR1869
 TR1869  STATE/COUNTY-  WA/WHATCOM
 TR1869  USGS QUAD   -  ELIZA ISLAND (1995)
 TR1869
 TR1869                         *CURRENT SURVEY CONTROL
 TR1869  ___________________________________________________________________
 TR1869* NAD 83(1991)-  48 43 43.53114(N)    122 30 18.49287(W)     ADJUSTED  
 TR1869* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 TR1869  ___________________________________________________________________
 TR1869  LAPLACE CORR-           7.44  (seconds)                    DEFLEC99
 TR1869  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TR1869
 TR1869  HORZ ORDER  -  THIRD
 TR1869
 TR1869.The horizontal coordinates were established by classical geodetic methods
 TR1869.and adjusted by the National Geodetic Survey in December 1991..
 TR1869
 TR1869.The orthometric height was scaled from a topographic map.
 TR1869
 TR1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1869
 TR1869.The geoid height was determined by GEOID03.
 TR1869
 TR1869;                    North         East     Units Scale Factor Converg.
 TR1869;SPC WA N     -   193,550.544   377,018.034   MT  0.99999914   -1 14 40.9
 TR1869;SPC WA N     -   635,007.08  1,236,933.33   sFT  0.99999914   -1 14 40.9
 TR1869;UTM  10      - 5,397,422.000   536,391.615   MT  0.99961627   +0 22 19.0
 TR1869
 TR1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1869!SPC WA N     -   1.00000133  x   0.99999914  =   1.00000047
 TR1869!UTM  10      -   1.00000133  x   0.99961627  =   0.99961760
 TR1869
 TR1869:                Primary Azimuth Mark                     Grid Az
 TR1869:SPC WA N     -  BELLINGHAM USWB STORM WARN MST           003 10 27.7
 TR1869:UTM  10      -  BELLINGHAM USWB STORM WARN MST           001 33 27.8
 TR1869
 TR1869|---------------------------------------------------------------------|
 TR1869| PID    Reference Object                     Distance      Geod. Az  |
 TR1869|                                                           dddmmss.s |
 TR1869| TR1824 BELLINGHAM USWB STORM WARN MST      APPROX. 3.1 KM 0015546.8 |
 TR1869| CF7571 BELBAY RM 2                          16.448 METERS 01154     |
 TR1869| TR1018 BELLINGHAM CATHOLIC CH SPIRE        APPROX. 3.9 KM 0343653.0 |
 TR1869| TR0988 HALF 1967                           APPROX. 0.9 KM 0370553.3 |
 TR1869| TR1875 BELBAY RM 1                          17.772 METERS 21706     |
 TR1869| TR1818 BELLINGHAM OESER CEDAR CO CHIM      APPROX. 4.5 KM 3492808.6 |
 TR1869|---------------------------------------------------------------------|
 TR1869
 TR1869                          SUPERSEDED SURVEY CONTROL
 TR1869
 TR1869  NAD 83(1986)-  48 43 43.53246(N)    122 30 18.49554(W) AD(       ) 3
 TR1869  NAD 27      -  48 43 44.14610(N)    122 30 13.88130(W) AD(       ) 3
 TR1869
 TR1869.Superseded values are not recommended for survey control.
 TR1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1869.See file dsdata.txt to determine how the superseded data were derived.
 TR1869
 TR1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3639297422(NAD 83)
 TR1869_MARKER: DS = TRIANGULATION STATION DISK
 TR1869_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TR1869_SP_SET: METAL PIPE IN CONCRETE
 TR1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1869+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 TR1869
 TR1869  HISTORY     - Date     Condition        Report By
 TR1869  HISTORY     - 1967     MONUMENTED       CGS
 TR1869  HISTORY     - 1980     GOOD             NGS
 TR1869  HISTORY     - 1984     GOOD             USPSQD
 TR1869  HISTORY     - 1987     GOOD             USPSQD
 TR1869  HISTORY     - 20060817 GOOD             INDIV
 TR1869
 TR1869                          STATION DESCRIPTION
 TR1869
 TR1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR1869'LOCATED IN SOUTH BELLINGHAM, ABOUT 200 FEET WEST-NORTHWEST OF THE
 TR1869'JUNCTION OF SOUTH STATE STREET AND ADAMS AVENUE, ABOUT 150 FEET
 TR1869'EAST OF BELLINGHAM BAY, ON THE TOP OF THE NORTH END OF A SMALL KNOLL
 TR1869'FORMED BY A RAILROAD CUT.
 TR1869'
 TR1869'THE STATION IS A STANDARD DISK, STAMPED BFLBAY 1967, CEMENTED IN
 TR1869'THE TOP OF A LENGTH OF 4-INCH CAST IRON SOIL PIPE, PROJECTING 3
 TR1869'INCHES, 12 FEET SOUTH OF THE NORTH END OF THE KNOLL, 10 FEET WEST OF
 TR1869'THE RAILROAD CUT, AND ABOUT 40 FEET IN ELEVATION.
 TR1869'
 TR1869'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BELBAY NO1 1967, WELDED
 TR1869'TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE PROJECTING 4 INCHES.  IT
 TR1869'IS 2 FEET WEST OF THE TRAIL ALONG THE RIDGE OF THE KNOLL.
 TR1869'
 TR1869'REFERENCE MARK 2 IS A BRASS SHANK OF A FORMER BENCH MARK DISK,
 TR1869'CEMENTED IN A DRILL HOLE IN A ROCKY OUTCROP AND PROJECTS ABOUT 1/4
 TR1869'INCH.  IT IS ABOUT 50 FEET WEST OF AND ABOUT 10 FEET HIGHER THAN
 TR1869'THE RAILROAD TRACKS, 6 INCHES SOUTHWEST OF THE NORTH FACE OF THE
 TR1869'OUTCROP AND ABOUT 18 FEET LOWER THAN THE STATION.
 TR1869
 TR1869                          STATION RECOVERY (1980)
 TR1869
 TR1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TR1869'THE STATION MARK, REFERENCE MARK 1 AND THE SHANK OF A DISK USED AS
 TR1869'REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.  STATION WAS
 TR1869'RECOVERED AS A POSSIBILITY OF A TRAVERSE TIE TO BEECH 2 1967.  BUT
 TR1869'WEATHER DID NOT PERMIT ITS USE AT THIS DATE.  A NEW TO REACH FOLLOWS.
 TR1869'
 TR1869'THE STATION IS LOCATED IN SOUTH BELLINGHAM AT THE NORTH END OF A
 TR1869'RAILROAD CUT IN A HILL THAT SLOPES OFF TO THE WATER.
 TR1869'
 TR1869'TO REACH THE STATION FROM THE INTERSECTION OF STATE ST AND
 TR1869'CHESTNUT ST IN BELLINGHAM GO SOUTH ON STATE ST FOR 1.5 MILES TO THE
 TR1869'INTERSECTION OF STATE ST, 11TH ST, ADAMS ST, AND BAYVIEW ST.  TURN
 TR1869'RIGHT AND GO NORTHWEST ON BAYVIEW FOR 0.2 MILE TO A PARKING AREA
 TR1869'AT THE WEST SIDE OF THE RAILROAD TRACK WALK SOUTH ALONG THE TRACK TO
 TR1869'THE NORTH END OF THE KNOLL AND THE STATION AS DESCRIBED IN 1967 THE
 TR1869'STAMPING WAS VERIFIED AND THE LOCAL MEASUREMENTS ARE ADEQUATE AT
 TR1869'THIS DATE.
 TR1869
 TR1869                          STATION RECOVERY (1984)
 TR1869
 TR1869'RECOVERY NOTE BY US POWER SQUADRON 1984 (MP)
 TR1869'BELBAY 1967 RECOVERED GOOD.
 TR1869'
 TR1869'RM 1 RECOVERED GOOD.
 TR1869'
 TR1869'RM 2 RECOVERED GOOD.
 TR1869'
 TR1869'ALL MARKS EASILY FOUND AND IN LOCATION AS INDICATED.
 TR1869
 TR1869                          STATION RECOVERY (1987)
 TR1869
 TR1869'RECOVERY NOTE BY US POWER SQUADRON 1987 (MG)
 TR1869'RECOVERED IN GOOD CONDITION.
 TR1869
 TR1869                          STATION RECOVERY (2006)
 TR1869
 TR1869'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (EAK)
 TR1869'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1875 ***********************************************************************
 TR1875  DESIGNATION -  BELBAY RM 1
 TR1875  PID         -  TR1875
 TR1875  STATE/COUNTY-  WA/WHATCOM
 TR1875  USGS QUAD   -  ELIZA ISLAND (1995)
 TR1875
 TR1875                         *CURRENT SURVEY CONTROL
 TR1875  ___________________________________________________________________
 TR1875* NAD 83(1991)-  48 43 43.07225(N)    122 30 19.01743(W)     ADJUSTED  
 TR1875* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 TR1875  ___________________________________________________________________
 TR1875  LAPLACE CORR-           7.44  (seconds)                    DEFLEC99
 TR1875  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TR1875
 TR1875  HORZ ORDER  -  THIRD
 TR1875
 TR1875.The horizontal coordinates were established by classical geodetic methods
 TR1875.and adjusted by the National Geodetic Survey in December 1991..
 TR1875
 TR1875.The orthometric height was scaled from a topographic map.
 TR1875
 TR1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1875
 TR1875.The geoid height was determined by GEOID03.
 TR1875
 TR1875;                    North         East     Units Scale Factor Converg.
 TR1875;SPC WA N     -   193,536.605   377,007.008   MT  0.99999912   -1 14 41.3
 TR1875;SPC WA N     -   634,961.34  1,236,897.16   sFT  0.99999912   -1 14 41.3
 TR1875;UTM  10      - 5,397,407.761   536,380.992   MT  0.99961626   +0 22 18.6
 TR1875
 TR1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1875!SPC WA N     -   1.00000086  x   0.99999912  =   0.99999998
 TR1875!UTM  10      -   1.00000086  x   0.99961626  =   0.99961712
 TR1875
 TR1875:                Primary Azimuth Mark                     Grid Az
 TR1875:SPC WA N     -  BELLINGHAM CATHOLIC CH SPIRE             035 52 14.0
 TR1875:UTM  10      -  BELLINGHAM CATHOLIC CH SPIRE             034 15 14.1
 TR1875
 TR1875|---------------------------------------------------------------------|
 TR1875| PID    Reference Object                     Distance      Geod. Az  |
 TR1875|                                                           dddmmss.s |
 TR1875| TR1018 BELLINGHAM CATHOLIC CH SPIRE        APPROX. 4.0 KM 0343732.7 |
 TR1875| TR1860 BELLINGHAM MEAS NAUT SW RNG R        22.793 METERS 12707     |
 TR1875| TR1876 BELLINGHAM MEAS NAUT SW RNG FR        2.124 METERS 30701     |
 TR1875|---------------------------------------------------------------------|
 TR1875
 TR1875                          SUPERSEDED SURVEY CONTROL
 TR1875
 TR1875  NAD 83(1986)-  48 43 43.07358(N)    122 30 19.02009(W) AD(       ) 3
 TR1875  NAD 27      -  48 43 43.68720(N)    122 30 14.40580(W) AD(       ) 3
 TR1875
 TR1875.Superseded values are not recommended for survey control.
 TR1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1875.See file dsdata.txt to determine how the superseded data were derived.
 TR1875
 TR1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3638197408(NAD 83)
 TR1875_MARKER: Z = SEE DESCRIPTION
 TR1875_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TR1875_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 TR1875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1875
 TR1875  HISTORY     - Date     Condition        Report By
 TR1875  HISTORY     - 1967     MONUMENTED       CGS
 TR1875  HISTORY     - 1980     GOOD             NGS
 TR1875  HISTORY     - 1987     GOOD             USPSQD
 TR1875
 TR1875                          STATION DESCRIPTION
 TR1875
 TR1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR1875'THE STATION IS LOCATED IN SOUTH BELLINGHAM, ABOUT 200 FEET
 TR1875'WEST-NORTHWEST OF THE JUNCTION OF SOUTH STATE STREET AND ADAMS
 TR1875'AVENUE, ABOUT 150 FEET EAST OF BELLINGHAM BAY, ON THE TOP AND IN
 TR1875'THE MIDDLE OF A SMALL KNOLL FORMED BY A RAILROAD CUT.
 TR1875'
 TR1875'THE STATION IS A STANDARD REFERENCE MARK DISK, STAMPED BELBAY NO 1
 TR1875'1967, WELDED TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE PROJECTING
 TR1875'4 INCHES.  IT IS 2 FEET WEST OF THE TRAIL ALONG THE RIDGE OF THE
 TR1875'KNOLL.
 TR1875'
 TR1875'NOTE--THIS STATION MARKS THE SOUTHWEST END OF A MEASURED NAUTICAL
 TR1875'HALF MILE COURSE.  THE POSITION OF THIS STATION WAS OBTAINED BY
 TR1875'TRAVERSE FROM STATION BELBAY, 1967 DISTANCE BEING 58.31 FEET OR
 TR1875'17.772 METERS.
 TR1875
 TR1875                          STATION RECOVERY (1980)
 TR1875
 TR1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TR1875'RECOVERED IN GOOD CONDITION FOR A NEW ROUTE TO REACH SEE THE
 TR1875'RECOVERY NOTE FOR BELDAY 1967.
 TR1875
 TR1875                          STATION RECOVERY (1987)
 TR1875
 TR1875'RECOVERY NOTE BY US POWER SQUADRON 1987 (MG)
 TR1875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1135 ***********************************************************************
 SB1135  DESIGNATION -  BELL
 SB1135  PID         -  SB1135
 SB1135  STATE/COUNTY-  WA/YAKIMA
 SB1135  USGS QUAD   -  TIETON BASIN (1992)
 SB1135
 SB1135                         *CURRENT SURVEY CONTROL
 SB1135  ___________________________________________________________________
 SB1135* NAD 83(1991)-  46 43 01.24308(N)    121 06 03.34250(W)     ADJUSTED  
 SB1135* NAVD 88     -      1898.0    (meters)    6227.     (feet)  VERTCON   
 SB1135  ___________________________________________________________________
 SB1135  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 SB1135  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 SB1135
 SB1135  HORZ ORDER  -  THIRD
 SB1135
 SB1135.The horizontal coordinates were established by classical geodetic methods
 SB1135.and adjusted by the National Geodetic Survey in December 1991..
 SB1135
 SB1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1135
 SB1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1135
 SB1135.The geoid height was determined by GEOID03.
 SB1135
 SB1135;                    North         East     Units Scale Factor Converg.
 SB1135;SPC WA S     -   153,971.232   454,059.278   MT  0.99991724   -0 26 11.4
 SB1135;SPC WA S     -   505,153.95  1,489,692.81   sFT  0.99991724   -0 26 11.4
 SB1135;UTM  10      - 5,175,468.761   645,136.982   MT  0.99985892   +1 22 57.8
 SB1135
 SB1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1135!SPC WA S     -   0.99970559  x   0.99991724  =   0.99962285
 SB1135!UTM  10      -   0.99970559  x   0.99985892  =   0.99956455
 SB1135
 SB1135:                Primary Azimuth Mark                     Grid Az
 SB1135:SPC WA S     -  JUMPOFF 2                                147 08 26.3
 SB1135:UTM  10      -  JUMPOFF 2                                145 19 17.1
 SB1135
 SB1135|---------------------------------------------------------------------|
 SB1135| PID    Reference Object                     Distance      Geod. Az  |
 SB1135|                                                           dddmmss.s |
 SB1135| SB1146 JUMPOFF 2                           APPROX. 9.6 KM 1464214.9 |
 SB1135|---------------------------------------------------------------------|
 SB1135
 SB1135                          SUPERSEDED SURVEY CONTROL
 SB1135
 SB1135  NAD 83(1986)-  46 43 01.25451(N)    121 06 03.33435(W) AD(       ) 3
 SB1135  NGVD 29 (11/26/90) 1896.8    (m)         6223.     (f) VERT ANG       
 SB1135
 SB1135.Superseded values are not recommended for survey control.
 SB1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1135.See file dsdata.txt to determine how the superseded data were derived.
 SB1135
 SB1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS4513775469(NAD 83)
 SB1135_MARKER: 45 = MICROWAVE TOWER
 SB1135
 SB1135  HISTORY     - Date     Condition        Report By
 SB1135  HISTORY     - 1966     FIRST OBSERVED   USGS
 SB1135
 SB1135                          STATION DESCRIPTION
 SB1135
 SB1135'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SB1135'LOCATED ABOUT 15 MI ENE. OF WHITE PASS, ABOUT 3 MI N. OF TIETON
 SB1135'RANGER STATION.  NEAR WEST END OF BETHEL RIDGE.
 SB1135'
 SB1135'TO REACH FROM TIETON RANGER STATION ON STATE HWY. 14, DRIVE 0.15
 SB1135'MI W. ALONG STATE HWY. 14 TO T-RD.  TURN RIGHT 6.8 MI ALONG MAIN
 SB1135'RD. LEADING TO TIMBERWOLF LOH, TO T-RD. E.  TURN RIGHT 3.1 MI TO
 SB1135'MICROWAVE TOWER AND STATION.
 SB1135'
 SB1135'STATION MARK--CENTER OF BELL TELEPHONE COMPANY STEEL MICROWAVE
 SB1135'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3663 ***********************************************************************
 SY3663  DESIGNATION -  BELL 1919
 SY3663  PID         -  SY3663
 SY3663  STATE/COUNTY-  WA/KING
 SY3663  USGS QUAD   -  AUBURN (1994)
 SY3663
 SY3663                         *CURRENT SURVEY CONTROL
 SY3663  ___________________________________________________________________
 SY3663* NAD 83(1991)-  47 36 41.46616(N)    122 12 45.18309(W)     ADJUSTED  
 SY3663* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY3663  ___________________________________________________________________
 SY3663  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 SY3663  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SY3663
 SY3663  HORZ ORDER  -  THIRD
 SY3663
 SY3663.The horizontal coordinates were established by classical geodetic methods
 SY3663.and adjusted by the National Geodetic Survey in December 1991..
 SY3663
 SY3663.The orthometric height was scaled from a topographic map.
 SY3663
 SY3663.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3663
 SY3663.The geoid height was determined by GEOID03.
 SY3663
 SY3663;                    North         East     Units Scale Factor Converg.
 SY3663;SPC WA N     -    68,918.991   396,312.592   MT  0.99998106   -1 01 36.7
 SY3663;SPC WA N     -   226,111.72  1,300,235.56   sFT  0.99998106   -1 01 36.7
 SY3663;UTM  10      - 5,273,423.945   559,179.632   MT  0.99964304   +0 34 53.8
 SY3663
 SY3663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3663!SPC WA N     -   1.00000228  x   0.99998106  =   0.99998334
 SY3663!UTM  10      -   1.00000228  x   0.99964304  =   0.99964532
 SY3663
 SY3663:                Primary Azimuth Mark                     Grid Az
 SY3663:SPC WA N     -  CAL                                      212 22 50.9
 SY3663:UTM  10      -  CAL                                      210 46 20.4
 SY3663
 SY3663|---------------------------------------------------------------------|
 SY3663| PID    Reference Object                     Distance      Geod. Az  |
 SY3663|                                                           dddmmss.s |
 SY3663| SY3638 CAL                                 APPROX. 2.1 KM 2112114.2 |
 SY3663|---------------------------------------------------------------------|
 SY3663
 SY3663                          SUPERSEDED SURVEY CONTROL
 SY3663
 SY3663  NAD 83(1986)-  47 36 41.45990(N)    122 12 45.18914(W) AD(       ) 3
 SY3663  NAD 27      -  47 36 42.10300(N)    122 12 40.75000(W) AD(       ) 3
 SY3663
 SY3663.Superseded values are not recommended for survey control.
 SY3663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3663.See file dsdata.txt to determine how the superseded data were derived.
 SY3663
 SY3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5918073424(NAD 83)
 SY3663_MARKER: Z = SEE DESCRIPTION
 SY3663_SETTING: 0 = UNSPECIFIED SETTING
 SY3663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3663
 SY3663  HISTORY     - Date     Condition        Report By
 SY3663  HISTORY     - 1919     MONUMENTED       CGS
 SY3663  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY3663
 SY3663                          STATION DESCRIPTION
 SY3663
 SY3663'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3663'THIS IS A MAIN SCHEME STATION LOCATED ABOUT 20 FEET FROM WATERS
 SY3663'EDGE IN SAND BEACH, ON MEYDENBAUER BAY, AND ABOUT 6 FEET HIGH,
 SY3663'PROJECTING ABOUT 3 INCHES ABOVE THE SAND WHICH IS CONTINUALLY
 SY3663'WASHING AWAY.
 SY3663'
 SY3663'STATION IS MARKED BY A REGULAR BRASS DISK SET IN A CYLINDRICAL
 SY3663'MOLD POURED IN PLACE IN THE CENTER OF THE NORTHEASTERN SHORE OF
 SY3663'THE BAY.
 SY3663'
 SY3663'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 SY3663'DESCRIBED IN NOTE 11B, AND ARE TO EACH SIDE IN THE SCOTCH BROOM
 SY3663'HERE.  NAME AND YEAR STAMPED THEREON.
 SY3663
 SY3663                          STATION RECOVERY (1954)
 SY3663
 SY3663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CP)
 SY3663'TWO MEN SPENT AN HOUR SEARCHING FOR THE STATION.  LATER THE EXACT
 SY3663'POSITION ON THE GROUND WAS ESTABLISHED AND A HOLE 4 FEET SQUARE,
 SY3663'4 FEET DEEP WAS DUG.  IN THE CENTER OF THE HOLE A SEWER LINE WAS
 SY3663'FOUND AND IT IS BELIEVED THAT THE STATION WAS DESTROYED WHEN THE
 SY3663'SEWER LINE WAS CONSTRUCTED.  TIME DID NOT PERMIT EXTENSIVE SEARCH
 SY3663'FOR THE REFERENCE MARKS BUT THEY WERE NOT FOUND BY A CURSORY
 SY3663'SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3006 ***********************************************************************
 SY3006  DESIGNATION -  BELL 1935
 SY3006  PID         -  SY3006
 SY3006  STATE/COUNTY-  WA/PIERCE
 SY3006  USGS QUAD   -  BURLEY (1994)
 SY3006
 SY3006                         *CURRENT SURVEY CONTROL
 SY3006  ___________________________________________________________________
 SY3006* NAD 83(1991)-  47 23 07.60916(N)    122 38 13.62549(W)     ADJUSTED  
 SY3006* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY3006  ___________________________________________________________________
 SY3006  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 SY3006  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 SY3006
 SY3006  HORZ ORDER  -  THIRD
 SY3006
 SY3006.The horizontal coordinates were established by classical geodetic methods
 SY3006.and adjusted by the National Geodetic Survey in December 1991..
 SY3006
 SY3006.The orthometric height was scaled from a topographic map.
 SY3006
 SY3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3006
 SY3006.The geoid height was determined by GEOID03.
 SY3006
 SY3006;                    North         East     Units Scale Factor Converg.
 SY3006;SPC WA S     -   230,289.894   338,649.722   MT  1.00001234   -1 33 08.6
 SY3006;SPC WA S     -   755,542.76  1,111,053.30   sFT  1.00001234   -1 33 08.6
 SY3006;SPC WA N     -    44,451.202   363,810.364   MT  1.00002334   -1 20 34.6
 SY3006;SPC WA N     -   145,836.99  1,193,601.17   sFT  1.00002334   -1 20 34.6
 SY3006;UTM  10      - 5,248,062.715   527,389.251   MT  0.99960922   +0 16 01.4
 SY3006
 SY3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3006!SPC WA S     -   1.00000257  x   1.00001234  =   1.00001491
 SY3006!SPC WA N     -   1.00000257  x   1.00002334  =   1.00002591
 SY3006!UTM  10      -   1.00000257  x   0.99960922  =   0.99961179
 SY3006
 SY3006                          SUPERSEDED SURVEY CONTROL
 SY3006
 SY3006  NAD 83(1986)-  47 23 07.60442(N)    122 38 13.63509(W) AD(       ) 3
 SY3006  NAD 27      -  47 23 08.26000(N)    122 38 09.14900(W) AD(       ) 3
 SY3006
 SY3006.Superseded values are not recommended for survey control.
 SY3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3006.See file dsdata.txt to determine how the superseded data were derived.
 SY3006
 SY3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2738948063(NAD 83)
 SY3006_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3006+STABILITY: SURFACE MOTION
 SY3006
 SY3006  HISTORY     - Date     Condition        Report By
 SY3006  HISTORY     - 1935     MONUMENTED       CGS
 SY3006  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SY3006
 SY3006                          STATION DESCRIPTION
 SY3006
 SY3006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3006'STATION IS LOCATED IN CARR INLET, ON THE W SHORE OF BURLY LAGOON,
 SY3006'ABOUT 600 METERS N OF THE W END OF ROAD CROSSING THE LAGOON AND
 SY3006'ABOUT 50 METERS N OF TRANSMISSION-LINE CROSSING.  STATION IS ON
 SY3006'GRAVEL BEACH AT THE HIGH-WATER MARK, CLOSE TO GRASS LINE.
 SY3006'MONUMENT PROJECTS 2 INCHES ABOVE BEACH SURFACE.
 SY3006'
 SY3006'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SY3006'DESCRIBED IN NOTE 1A.
 SY3006'
 SY3006'THERE ARE NO REFERENCE MARKS.
 SY3006
 SY3006                          STATION RECOVERY (1958)
 SY3006
 SY3006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CMB)
 SY3006'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4311 ***********************************************************************
 SY4311  DESIGNATION -  BELL STREET 1934
 SY4311  PID         -  SY4311
 SY4311  STATE/COUNTY-  WA/KING
 SY4311  USGS QUAD   -  POVERTY BAY (1994)
 SY4311
 SY4311                         *CURRENT SURVEY CONTROL
 SY4311  ___________________________________________________________________
 SY4311* NAD 83(1991)-  47 36 39.07932(N)    122 20 55.80195(W)     ADJUSTED  
 SY4311* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY4311  ___________________________________________________________________
 SY4311  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 SY4311  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SY4311
 SY4311  HORZ ORDER  -  THIRD
 SY4311
 SY4311.The horizontal coordinates were established by classical geodetic methods
 SY4311.and adjusted by the National Geodetic Survey in December 1991..
 SY4311
 SY4311.The orthometric height was scaled from a topographic map.
 SY4311
 SY4311.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4311
 SY4311.The geoid height was determined by GEOID03.
 SY4311
 SY4311;                    North         East     Units Scale Factor Converg.
 SY4311;SPC WA N     -    69,037.983   386,066.862   MT  0.99998117   -1 07 42.0
 SY4311;SPC WA N     -   226,502.12  1,266,621.03   sFT  0.99998117   -1 07 42.0
 SY4311;UTM  10      - 5,273,255.285   548,938.136   MT  0.99962943   +0 28 51.4
 SY4311
 SY4311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4311!SPC WA N     -   1.00000323  x   0.99998117  =   0.99998440
 SY4311!UTM  10      -   1.00000323  x   0.99962943  =   0.99963266
 SY4311
 SY4311:                Primary Azimuth Mark                     Grid Az
 SY4311:SPC WA N     -  TERMINAL SALES BLDG FLAGPOLE             089 00 02.1
 SY4311:UTM  10      -  TERMINAL SALES BLDG FLAGPOLE             087 23 28.7
 SY4311
 SY4311|---------------------------------------------------------------------|
 SY4311| PID    Reference Object                     Distance      Geod. Az  |
 SY4311|                                                           dddmmss.s |
 SY4311| SY4499 TERMINAL SALES BLDG FLAGPOLE        494.948 METERS 0875220.1 |
 SY4311| SY4222 NORTHERN LIFE TOWER CENTER FP       APPROX. 1.1 KM 1092719.0 |
 SY4311| SY4240 RHODES EAST RADIO TOWER             APPROX. 0.9 KM 1123131.4 |
 SY4311| SY4243 RHODES TANK APEX                    APPROX. 0.9 KM 1141006.3 |
 SY4311| SY4246 RHODES WEST RADIO TOWER             APPROX. 0.8 KM 1141412.4 |
 SY4311| SY4478 COLMANS DOCK TOWER LIGHT            APPROX. 1.1 KM 1450400.6 |
 SY4311| SY4595 DUWAMISH                            APPROX. 3.4 KM 2385951.8 |
 SY4311| SY4329 AMERICAN CAN CO TANK                APPROX. 0.5 KM 3203651.6 |
 SY4311| SY4313 BELL STREET DOCK TANK                56.619 METERS 33150     |
 SY4311|---------------------------------------------------------------------|
 SY4311
 SY4311                          SUPERSEDED SURVEY CONTROL
 SY4311
 SY4311  NAD 83(1986)-  47 36 39.07332(N)    122 20 55.80748(W) AD(       ) 3
 SY4311  NAD 27      -  47 36 39.72100(N)    122 20 51.35300(W) AD(       ) 3
 SY4311
 SY4311.Superseded values are not recommended for survey control.
 SY4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4311.See file dsdata.txt to determine how the superseded data were derived.
 SY4311
 SY4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4893873255(NAD 83)
 SY4311_MARKER: Z = SEE DESCRIPTION
 SY4311_SETTING: 0 = UNSPECIFIED SETTING
 SY4311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4311
 SY4311  HISTORY     - Date     Condition        Report By
 SY4311  HISTORY     - 1934     MONUMENTED       CGS
 SY4311  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4311  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY4311
 SY4311                          STATION DESCRIPTION
 SY4311
 SY4311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4311'THE STATION IS A STANDARD DISK SET IN CONCRETE PLACED IN AN
 SY4311'INVERTED WASH BASIN ON THE ROOF OF BELL STREET DOCK, NEAR THE ANGLE
 SY4311'IN THE OUTER FACE OF THE BUILDING.  THERE ARE NO REFERENCE MARKS.
 SY4311'
 SY4311'THE STATION IS JUST INSIDE THE OBTUSE ANGLE IN THE PARAPET WALL IN
 SY4311'THE S PART OF THE BUILDING.
 SY4311
 SY4311                          STATION RECOVERY (1968)
 SY4311
 SY4311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4311'THE STATION IS IN SEATTLE, ON ELLIOTT BAY, ON THE ROOF OF THE PORT
 SY4311'OF SEATTLE, GENERAL OFFICES BUILDING ON PIER 66, AT THE FOOT OF
 SY4311'BELL STREET.
 SY4311'
 SY4311'STATION MARK IS A STANDARD DISK STAMPED BELL STREET 1934, SET IN A
 SY4311'2-INCH HIGH, 10-INCH DIAMETER HUMP ON THE TARRED ROOF OF THE PORT OF
 SY4311'SEATTLE BUILDING, 60 YARDS SOUTHEAST OF THE WATER TANK OVER THE MAIN
 SY4311'ENTRANCE, 6 YARDS SOUTHEAST OF THE LAST E IN THE PORT OF SEATTLE
 SY4311'SIGN, AND 3 FEET NORTH OF THE 45-DEGREE ANGLE IN THE PARAPET WALL
 SY4311'ALONG THE SOUTHWEST AND SOUTH SIDES OF THE ROOF, AND 2 FEET
 SY4311'NORTHEAST OF THE SOUTHWEST WALL.
 SY4311'
 SY4311'NO REFERENCE MARKS HAVE BEEN ESTABLISHED.
 SY4311'
 SY4311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN SEATTLE.
 SY4311
 SY4311                          STATION RECOVERY (2002)
 SY4311
 SY4311'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4313 ***********************************************************************
 SY4313  DESIGNATION -  BELL STREET DOCK TANK
 SY4313  PID         -  SY4313
 SY4313  STATE/COUNTY-  WA/KING
 SY4313  USGS QUAD   -  POVERTY BAY (1994)
 SY4313
 SY4313                         *CURRENT SURVEY CONTROL
 SY4313  ___________________________________________________________________
 SY4313* NAD 83(1991)-  47 36 40.69540(N)    122 20 57.08219(W)     ADJUSTED  
 SY4313* NAVD 88     -                                                        
 SY4313  ___________________________________________________________________
 SY4313  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 SY4313  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SY4313
 SY4313  HORZ ORDER  -  THIRD
 SY4313
 SY4313.The horizontal coordinates were established by classical geodetic methods
 SY4313.and adjusted by the National Geodetic Survey in December 1991..
 SY4313
 SY4313
 SY4313.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4313
 SY4313.The geoid height was determined by GEOID03.
 SY4313
 SY4313;                    North         East     Units Scale Factor Converg.
 SY4313;SPC WA N     -    69,088.410   386,041.113   MT  0.99998110   -1 07 42.9
 SY4313;SPC WA N     -   226,667.56  1,266,536.55   sFT  0.99998110   -1 07 42.9
 SY4313;UTM  10      - 5,273,304.952   548,910.991   MT  0.99962940   +0 28 50.5
 SY4313
 SY4313                          SUPERSEDED SURVEY CONTROL
 SY4313
 SY4313  NAD 83(1986)-  47 36 40.68945(N)    122 20 57.08736(W) AD(       ) 4
 SY4313  NAD 27      -  47 36 41.33600(N)    122 20 52.63200(W) AD(       ) 3
 SY4313
 SY4313.Superseded values are not recommended for survey control.
 SY4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4313.See file dsdata.txt to determine how the superseded data were derived.
 SY4313
 SY4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4891173305(NAD 83)
 SY4313
 SY4313  HISTORY     - Date     Condition        Report By
 SY4313  HISTORY     - 1929     MONUMENTED       CGS
 SY4313  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY4313  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4313  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4313  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4313  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SY4313  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY4313
 SY4313                          STATION DESCRIPTION
 SY4313
 SY4313'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RRL)
 SY4313'THIS IS A BLACK WATER TANK LOCATED ON THE BELL STREET TERMINAL ON
 SY4313'RAILROAD AVENUE AT THE FOOT OF BELL STREET.  THERE IS A FLAGPOLE ON
 SY4313'THE TOP OF THE TANK.
 SY4313
 SY4313                          STATION RECOVERY (1933)
 SY4313
 SY4313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY4313'THE TANK ON THE BELL STREET DOCK, STEEL TANK WITH SPIRE.
 SY4313
 SY4313                          STATION RECOVERY (1951)
 SY4313
 SY4313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4313'THE BLACK WATER TANK ON THE ROOF ABOVE THE GENERAL OFFICES, PORT
 SY4313'OF SEATTLE, BELL STREET TERMINAL (PIER 66) AT THE FOOT OF BELL
 SY4313'STREET ON ALASKAN WAY, ON ELLIOTT BAY.
 SY4313
 SY4313                          STATION RECOVERY (1963)
 SY4313
 SY4313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4313'THE STATION WAS RECOVERED AS DESCRIBED BY J.S. IN 1951.  THE TANK
 SY4313'IS PAINTED LIGHT BLUE.
 SY4313
 SY4313                          STATION RECOVERY (1968)
 SY4313
 SY4313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4313'A ROUND, YELLOW-COLORED, CONICAL ROOFED, 25-FOOT HIGH TANK WITH A
 SY4313'FLAGPOLE AT THE APEX, SUPPORTED BY 4 LEGS, PARTIALLY ENCLOSED BY A
 SY4313'TOWER ON THE ROOF, OVER THE MAIN ENTRANCE TO THE GENERAL OFFICES,
 SY4313'PORT OF SEATTLE BUILDING, ON ALASKAN WAY, AT THE FOOT OF BELL STREET
 SY4313'AND ON PIER 66.
 SY4313
 SY4313                          STATION RECOVERY (1970)
 SY4313
 SY4313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBW)
 SY4313'THE STATION WAS RECOVERED AS DESCRIBED.
 SY4313'
 SY4313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN CITY OF
 SY4313'SEATTLE.
 SY4313
 SY4313                          STATION RECOVERY (1983)
 SY4313
 SY4313'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4313'STATION DESTROYED.
 SY4313'
 SY4313'LOWER SUPPORT STRUCTURE (BASE) OF TANK STILL ON BUILDING.  TANK HAS
 SY4313'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1753 ***********************************************************************
 TR1753  DESIGNATION -  BELLE ROCK LIGHT
 TR1753  PID         -  TR1753
 TR1753  STATE/COUNTY-  WA/SAN JUAN
 TR1753  USGS QUAD   -  LOPEZ PASS (1973)
 TR1753
 TR1753                         *CURRENT SURVEY CONTROL
 TR1753  ___________________________________________________________________
 TR1753* NAD 83(1991)-  48 29 34.74795(N)    122 45 09.67692(W)     ADJUSTED  
 TR1753* NAVD 88     -                                                        
 TR1753  ___________________________________________________________________
 TR1753  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 TR1753  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 TR1753
 TR1753  HORZ ORDER  -  THIRD
 TR1753
 TR1753.The horizontal coordinates were established by classical geodetic methods
 TR1753.and adjusted by the National Geodetic Survey in December 1991..
 TR1753
 TR1753
 TR1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1753
 TR1753.The geoid height was determined by GEOID03.
 TR1753
 TR1753;                    North         East     Units Scale Factor Converg.
 TR1753;SPC WA N     -   167,765.624   358,157.272   MT  0.99996367   -1 25 44.4
 TR1753;SPC WA N     -   550,411.05  1,175,054.32   sFT  0.99996367   -1 25 44.4
 TR1753;UTM  10      - 5,371,125.413   518,271.906   MT  0.99960410   +0 11 06.7
 TR1753
 TR1753                          SUPERSEDED SURVEY CONTROL
 TR1753
 TR1753  NAD 83(1986)-  48 29 34.75022(N)    122 45 09.68090(W) AD(       ) 4
 TR1753  NAD 27      -  48 29 35.38300(N)    122 45 05.04700(W) AD(       ) 3
 TR1753
 TR1753.Superseded values are not recommended for survey control.
 TR1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1753.See file dsdata.txt to determine how the superseded data were derived.
 TR1753
 TR1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1827271125(NAD 83)
 TR1753
 TR1753  HISTORY     - Date     Condition        Report By
 TR1753  HISTORY     - 1939     MONUMENTED       CGS
 TR1753  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1753  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1753
 TR1753                          STATION DESCRIPTION
 TR1753
 TR1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR1753'THE TOP OF THE LIGHT ON BELLE ROCK.  UNMARKED AND UNOCCUPIED.
 TR1753
 TR1753                          STATION RECOVERY (1953)
 TR1753
 TR1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1753'STATION RECOVERED AS DESCRIBED IN 1939.  A COMPLETE DESCRIPTION
 TR1753'FOLLOWS--
 TR1753'
 TR1753'IN ROSARIO STRAIT, BETWEEN DECATUR AND FIDALGO ISLANDS, AND
 TR1753'ABOUT 3/4 MI. NW OF BIRD ROCKS.  LIGHT IS MOUNTED ON A WHITE
 TR1753'SQUARE HOUSE CONSTRUCTED ON TOP OF A BLACK CYLINDRICAL CONCRETE
 TR1753'BASE.
 TR1753
 TR1753                          STATION RECOVERY (1955)
 TR1753
 TR1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1753'STATION WAS RECOVERED AS DESCRIBED.  THE 1940 DESCRIPTION IS
 TR1753'ADEQUATE.
 TR1753'
 TR1753'DESCRIBED IN THE 1955 LIGHT LIST, PACIFIC COAST AS
 TR1753'FOLLOWS--NO. 1944 BELLE ROCK LIGHT ON ROCK IN THE MIDDLE OF
 TR1753'ROSARIO STRAIT, 20 FT. ABOVE WATER, A WHITE SQUARE HOUSE ON BLACK
 TR1753'CYLINDRICAL BASE, ESTABLISHED 1921, REBUILT 1927.
 TR1753'
 TR1753'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2252 ***********************************************************************
 TR2252  DESIGNATION -  BELLEVUE 1854
 TR2252  PID         -  TR2252
 TR2252  STATE/COUNTY-  WA/SAN JUAN
 TR2252  USGS QUAD   -  ROCHE HARBOR (1994)
 TR2252
 TR2252                         *CURRENT SURVEY CONTROL
 TR2252  ___________________________________________________________________
 TR2252* NAD 83(1991)-  48 31 46.56701(N)    123 09 46.27591(W)     ADJUSTED  
 TR2252* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 TR2252  ___________________________________________________________________
 TR2252  LAPLACE CORR-          -8.15  (seconds)                    DEFLEC99
 TR2252  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 TR2252
 TR2252  HORZ ORDER  -  SECOND
 TR2252
 TR2252.The horizontal coordinates were established by classical geodetic methods
 TR2252.and adjusted by the National Geodetic Survey in December 1991..
 TR2252
 TR2252.The orthometric height was scaled from a topographic map.
 TR2252
 TR2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2252
 TR2252.The geoid height was determined by GEOID03.
 TR2252
 TR2252;                    North         East     Units Scale Factor Converg.
 TR2252;SPC WA N     -   172,672.130   327,977.134   MT  0.99996806   -1 44 03.8
 TR2252;SPC WA N     -   566,508.48  1,076,038.31   sFT  0.99996806   -1 44 03.8
 TR2252;UTM  10      - 5,375,178.810   487,976.651   MT  0.99960178   -0 07 19.3
 TR2252
 TR2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2252!SPC WA N     -   1.00000027  x   0.99996806  =   0.99996833
 TR2252!UTM  10      -   1.00000027  x   0.99960178  =   0.99960205
 TR2252
 TR2252:                Primary Azimuth Mark                     Grid Az
 TR2252:SPC WA N     -  DISCOVERY RESET                          203 59 35.3
 TR2252:UTM  10      -  DISCOVERY RESET                          202 22 50.8
 TR2252
 TR2252|---------------------------------------------------------------------|
 TR2252| PID    Reference Object                     Distance      Geod. Az  |
 TR2252|                                                           dddmmss.s |
 TR2252| TR2344 DISCOVERY RESET                     APPROX.12.5 KM 2021531.5 |
 TR2252|---------------------------------------------------------------------|
 TR2252
 TR2252                          SUPERSEDED SURVEY CONTROL
 TR2252
 TR2252  NAD 83(1986)-  48 31 46.56668(N)    123 09 46.27633(W) AD(       ) 2
 TR2252  NAD 27      -  48 31 47.21500(N)    123 09 41.59800(W) AD(       ) 2
 TR2252
 TR2252.Superseded values are not recommended for survey control.
 TR2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2252.See file dsdata.txt to determine how the superseded data were derived.
 TR2252
 TR2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8797775179(NAD 83)
 TR2252
 TR2252  HISTORY     - Date     Condition        Report By
 TR2252  HISTORY     - 1854     MONUMENTED       COASUR
 TR2252  HISTORY     - 1909     SEE DESCRIPTION  CGS
 TR2252  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TR2252  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR2252  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2252  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR2252  HISTORY     - 1988     GOOD             USPSQD
 TR2252
 TR2252                          STATION DESCRIPTION
 TR2252
 TR2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 TR2252'ON SAN JUAN ISLAND, ON THE MOST SOUTHERLY BOLD, BARE-TOPPED ROCK
 TR2252'POINT WHICH WILL SEE HENRY TRIANGULATION STATION.  THE STATION IS
 TR2252'ABOUT 150 FEET ABOVE HIGH-WATER MARK ON A FLAT 6 YARDS FROM THE
 TR2252'EDGE OF THE BLUFF N OF LANDING.  THERE IS A LARGE PINE TREE JUST
 TR2252'E OF A LINE TOWARD HENRY TRIANGULATION STATION.
 TR2252'
 TR2252'THE STATION IS MARKED BY A DRILL HOLE 2-1/4 INCHES DEEP IN SOLID
 TR2252'ROCK.  REFERENCE MARK IS A BLAZED TREE S 59 DEG E, MAGNETIC, 67
 TR2252'FEET 5 INCHES DISTANT FROM THE STATION MARK.
 TR2252
 TR2252                          STATION RECOVERY (1926)
 TR2252
 TR2252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR2252'THE ORIGINAL DESCRIPTION WAS NOT FURNISHED.  FOUND A 1/2-INCH
 TR2252'DRILL HOLE IN A SMALL OUTCROP, WITH A SIGNAL OVER IT--BELIEVED TO
 TR2252'BE SIGNAL BUILT BY FREMONT MORSE IN 1909.  THE SIGNAL BUILT BY
 TR2252'J. J. GILBERT WAS ON THE GROUND NEAR BY.
 TR2252
 TR2252                          STATION RECOVERY (1942)
 TR2252
 TR2252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2252'STATION RECOVERED AS DESCRIBED, BUT WAS NOT OCCUPIED, AS LIME KILN
 TR2252'LIGHTHOUSE AND ANDREWS BAY REFERENCE MARK ARE NOT VISIBLE FROM
 TR2252'THIS POINT.  BELLEVUE 2, 1942, IS LOCATED 14.7 METERS SE OF
 TR2252'STATION.  A NEW DESCRIPTION FOLLOWS--
 TR2252'
 TR2252'STATION BELLEVUE IS LOCATED ON BELLEVUE PT., SAN JUAN ISLAND,
 TR2252'ABOUT 115 FEET ABOVE HIGH WATER ON THE MOST SOUTHERN POINT THAT
 TR2252'WILL SEE STATION HENRY.  THERE ARE TWO SMALL KNOLLS ON THE POINT,
 TR2252'WITH AN 18-INCH PINE TREE IN THE WIDE TROUGH BETWEEN THE
 TR2252'KNOLLS.  THE DRILL HOLE MARKING THE STATION IS ON TOP OF THE MOST
 TR2252'NORTHERLY OF THE TWO KNOLLS, ABOUT 4 METERS DISTANT TOWARD HENRY
 TR2252'ID., FROM THE 18-INCH PINE TREE AND ABOUT 6 METERS FROM EDGE OF
 TR2252'BLUFF.  STATION IS MARKED BY A HOLE DRILLED 2-1/4 INCHES IN
 TR2252'THE ROCK.
 TR2252
 TR2252                          STATION RECOVERY (1950)
 TR2252
 TR2252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2252'RECOVERED.
 TR2252'
 TR2252'THE DRILL HOLE WAS RECOVERED AND A BRONZE STATION DISK, STAMPED
 TR2252'AS BELOW WAS CEMENTED IN THE HOLE.
 TR2252'
 TR2252'ON THE W SIDE OF SAN JUAN ISLAND, ABOUT 1 MILE NNW OF LIME KILN
 TR2252'LIGHT, ABOUT 1 MILE S OF ANDREWS BAY, ON BELLEVUE POINT, ABOUT
 TR2252'115 FEET ABOVE HIGH WATER, ON THE MOST N OF TWO SMALL KNOLLS, ABOUT
 TR2252'4 METERS NNW OF A 20-INCH FIR TREE, ABOUT 6 METERS BACK FROM THE
 TR2252'EDGE OF THE BLUFF, AND 14.700 METERS IN AZIMUTH 195 DEGREES 05
 TR2252'MINUTES FROM BELLEVUE 2 1942.  STATION MARK IS A BRONZE STATION
 TR2252'DISK STAMPED BELLEVUE 1854 1950 SET IN A DRILL HOLE IN THE
 TR2252'ROCK.
 TR2252'
 TR2252'R.M. 1 OF BELLEVUE 2 1942 IS SE OF THE STATION, DISTANT 6.827
 TR2252'METERS (22.40 FEET).
 TR2252
 TR2252                          STATION RECOVERY (1954)
 TR2252
 TR2252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 TR2252'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1950 WITH
 TR2252'TWO EXCEPTIONS--
 TR2252'
 TR2252'HEIGHT OF STATION ABOVE MEAN HIGH WATER IS 76 FT. (NEW HEIGHT) NOT
 TR2252'115 FT. (OLD HEIGHT).
 TR2252'
 TR2252'DISTANCE N-NW FROM A 20-IN. FIR TREE IS 8.8 M. (NEW DISTANCE) NOT
 TR2252'4 M. (OLD DISTANCE).
 TR2252
 TR2252                          STATION RECOVERY (1988)
 TR2252
 TR2252'RECOVERY NOTE BY US POWER SQUADRON 1988 (FAW)
 TR2252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2255 ***********************************************************************
 TR2255  DESIGNATION -  BELLEVUE 2
 TR2255  PID         -  TR2255
 TR2255  STATE/COUNTY-  WA/SAN JUAN
 TR2255  USGS QUAD   -  ROCHE HARBOR (1994)
 TR2255
 TR2255                         *CURRENT SURVEY CONTROL
 TR2255  ___________________________________________________________________
 TR2255* NAD 83(1991)-  48 31 46.10675(N)    123 09 46.46273(W)     ADJUSTED  
 TR2255* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 TR2255  ___________________________________________________________________
 TR2255  LAPLACE CORR-          -8.16  (seconds)                    DEFLEC99
 TR2255  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 TR2255
 TR2255  HORZ ORDER  -  SECOND
 TR2255
 TR2255.The horizontal coordinates were established by classical geodetic methods
 TR2255.and adjusted by the National Geodetic Survey in December 1991..
 TR2255
 TR2255.The orthometric height was scaled from a topographic map.
 TR2255
 TR2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2255
 TR2255.The geoid height was determined by GEOID03.
 TR2255
 TR2255;                    North         East     Units Scale Factor Converg.
 TR2255;SPC WA N     -   172,658.036   327,972.873   MT  0.99996804   -1 44 03.9
 TR2255;SPC WA N     -   566,462.24  1,076,024.33   sFT  0.99996804   -1 44 03.9
 TR2255;UTM  10      - 5,375,164.607   487,972.789   MT  0.99960178   -0 07 19.4
 TR2255
 TR2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2255!SPC WA N     -   1.00000027  x   0.99996804  =   0.99996831
 TR2255!UTM  10      -   1.00000027  x   0.99960178  =   0.99960205
 TR2255
 TR2255|---------------------------------------------------------------------|
 TR2255| PID    Reference Object                     Distance      Geod. Az  |
 TR2255|                                                           dddmmss.s |
 TR2255| TR2252 BELLEVUE 1854                        14.725 METERS 01505     |
 TR2255| CF7572 BELLEVUE 2 RM 1                      15.654 METERS 04051     |
 TR2255| CF7573 BELLEVUE 2 RM 2                      17.096 METERS 11756     |
 TR2255| TR2267 LIME KILN LIGHTHOUSE 1942           APPROX. 1.7 KM 1530625.0 |
 TR2255|---------------------------------------------------------------------|
 TR2255
 TR2255                          SUPERSEDED SURVEY CONTROL
 TR2255
 TR2255  NAD 83(1986)-  48 31 46.10690(N)    123 09 46.46296(W) AD(       ) 2
 TR2255  NAD 27      -  48 31 46.75500(N)    123 09 41.78500(W) AD(       ) 2
 TR2255
 TR2255.Superseded values are not recommended for survey control.
 TR2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2255.See file dsdata.txt to determine how the superseded data were derived.
 TR2255
 TR2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8797375165(NAD 83)
 TR2255_MARKER: Z = SEE DESCRIPTION
 TR2255_SETTING: 0 = UNSPECIFIED SETTING
 TR2255
 TR2255  HISTORY     - Date     Condition        Report By
 TR2255  HISTORY     - 1942     MONUMENTED       CGS
 TR2255  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2255  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR2255  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR2255  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR2255  HISTORY     - 1988     GOOD             USPSQD
 TR2255
 TR2255                          STATION DESCRIPTION
 TR2255
 TR2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2255'STATION BELLEVUE 2 IS LOCATED ON BELLEVUE POINT, SAN JUAN ISLAND,
 TR2255'ABOUT 100 FEET ABOVE HIGH WATER, ON THE MOST NORTHERN POINT THAT
 TR2255'WILL SEE LIME KILN LIGHTHOUSE, ABOUT 1 MILE DISTANT, AND THE MOST
 TR2255'SOUTHERN POINT THAT WILL SEE THE INTERNATIONAL BOUNDARY ANDREWS
 TR2255'BAY REFERENCE MARK.  THERE ARE TWO SMALL ROCK KNOLLS ON THE
 TR2255'POINT, WITH A LONE 18-INCH PINE TREE IN THE WIDE TROUGH BETWEEN
 TR2255'THE KNOLLS.  REFERENCE MARKS ARE SET ON TOP OF EACH KNOLL.
 TR2255'
 TR2255'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN ROCK IN
 TR2255'THIS TROUGH BETWEEN THE KNOLLS AND 10 FEET FROM THE SEAWARD EDGE
 TR2255'OF THE STEEP BLUFF, 40.6 FEET SW OF 18-INCH PINE TREE.  THIS IS
 TR2255'THE ONLY PART OF BLUFF THAT CLEARLY SEES LIME KILN LIGHTHOUSE
 TR2255'AND ANDREWS BAY REFERENCE MARK.
 TR2255'
 TR2255'REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN
 TR2255'OUTCROPPING BEDROCK.
 TR2255'
 TR2255'REFERENCE MARK NO.1, 1942 IS LOCATED ON TOP OF THE SE END OF
 TR2255'ROCK KNOLL ABOUT 10 FEET HIGHER AND 51.4 FEET N OF
 TR2255'STATION.  REFERENCE MARK IS 14.5 FEET NW OF CENTER OF AN 18-INCH
 TR2255'PINE TREE.
 TR2255'
 TR2255'REFERENCE MARK NO.2 IS LOCATED ON TOP OF KNOLL ABOUT 8 FEET HIGHER
 TR2255'AND 56.1 FEET E OF STATION.
 TR2255
 TR2255                          STATION RECOVERY (1950)
 TR2255
 TR2255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2255'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 TR2255'
 TR2255'ON THE W SIDE OF SAN JUAN ISLAND, ABOUT 1 MILE NNW OF LIME KILN
 TR2255'LIGHT, ABOUT 1 MILE S OF ANDREWS BAY, ON BELLEVUE POINT, ABOUT
 TR2255'115 FEET ABOVE HIGH WATER, IN THE VALE BETWEEN TWO SMALL ROCKY
 TR2255'KNOLLS, 40.6 FEET SW OF A LONE 18-INCH FIR TREE IN THE VALE,
 TR2255'ABOUT 3 METERS E OF THE EDGE OF THE BLUFF AT THE ONLY POINT THAT
 TR2255'WILL SEE ANDREWS BAY REFERENCE MARK AND LIME KILN LIGHT.
 TR2255'STATION MARK IS A BRONZE STATION DISK STAMPED BELLEVUE 2 1942
 TR2255'SET IN A DRILL HOLE IN THE BEDROCK.
 TR2255'
 TR2255'R.M. 1 IS NE OF THE STATION, IN THE TOP OF THE MOST N OF THE TWO
 TR2255'KNOLLS, AND 14.5 FEET NW OF THE LONE 18-INCH FIR TREE.  IT IS A
 TR2255'BRONZE REFERENCE DISK STAMPED BELLEVUE NO 1 1942 SET IN A DRILL
 TR2255'HOLE IN THE ROCK.
 TR2255'
 TR2255'R.M. 2 IS ESE OF THE STATION, IN THE HIGHEST PART OF THE MORE
 TR2255'S OF THE TWO KNOLLS AND IS A BRONZE REFERENCE DISK STAMPED
 TR2255'BELLEVUE NO 2 1942 SET IN A DRILL HOLE IN THE ROCK.
 TR2255'
 TR2255'BELLEVUE, 1854 (SEE DESCRIPTION THEREOF) IS NNE OF THE STATION.
 TR2255
 TR2255                          STATION RECOVERY (1953)
 TR2255
 TR2255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR2255'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR2255'AS DESCRIBED BY C.W.C. IN 1950.  THE 1950 DESCRIPTION IS ADEQUATE.
 TR2255
 TR2255                          STATION RECOVERY (1954)
 TR2255
 TR2255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 TR2255'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 TR2255'
 TR2255'LOCATED ON THE W SIDE OF SAN JUAN ISLAND, ABOUT 1 MI. N-NW OF
 TR2255'LIME KILN LIGHT, ABOUT 1 MI. S OF ANDREWS BAY, ON BELLEVUE POINT,
 TR2255'65 FT. ABOVE MEAN HIGH WATER, IN THE VALE BETWEEN TWO SMALL
 TR2255'ROCKY KNOLLS, 40.6 FT. SW OF A LONE 18-IN. FIR TREE IN THE VALE,
 TR2255'AND ABOUT 3 M. E OF THE EDGE OF THE BLUFF AT THE ONLY POINT
 TR2255'THAT WILL SEE ANDREWS BAY REFERENCE MARK AND LIME KILN LIGHT.  A
 TR2255'STANDARD TRIANGULATION DISK, STAMPED BELLEVUE 2 1942 AND SET IN
 TR2255'A DRILL HOLE IN BEDROCK SUBJECT TO BEING COVERED WITH SLIDING
 TR2255'SHALE AND EARTH.
 TR2255'
 TR2255'REFERENCE MARK 1 IS NE OF THE STATION, IN THE TOP OF THE N ONE
 TR2255'OF TWO KNOLLS, AND 13.5 FT. NW OF THE LONE 18-IN. FIR TREE.  A
 TR2255'STANDARD REFERENCE-MARK DISK, STAMPED BELLEVUE NO 1 1942 AND
 TR2255'SET IN A DRILL HOLE IN BEDROCK.
 TR2255'
 TR2255'REFERENCE MARK 2 IS E OF THE STATION, AND IN THE HIGHEST PART
 TR2255'OF THE S ONE OF THE TWO KNOLLS.  A STANDARD REFERENCE-MARK
 TR2255'DISK, STAMPED BELLEVUE NO 2 1942 AND SET IN A DRILL HOLE IN
 TR2255'BEDROCK.
 TR2255'
 TR2255'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT CHECKED.
 TR2255
 TR2255                          STATION RECOVERY (1955)
 TR2255
 TR2255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (PT)
 TR2255'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 TR2255'1942 DESCRIPTION IS ADEQUATE.
 TR2255
 TR2255                          STATION RECOVERY (1988)
 TR2255
 TR2255'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJW)
 TR2255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3576 ***********************************************************************
 SY3576  DESIGNATION -  BELLEVUE DIST 97 N STANDPIPE
 SY3576  PID         -  SY3576
 SY3576  STATE/COUNTY-  WA/KING
 SY3576  USGS QUAD   -  BLACK DIAMOND (1994)
 SY3576
 SY3576                         *CURRENT SURVEY CONTROL
 SY3576  ___________________________________________________________________
 SY3576* NAD 83(1991)-  47 36 59.80537(N)    122 07 31.44774(W)     ADJUSTED  
 SY3576* NAVD 88     -                                                        
 SY3576  ___________________________________________________________________
 SY3576  LAPLACE CORR-           7.94  (seconds)                    DEFLEC99
 SY3576  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 SY3576
 SY3576  HORZ ORDER  -  THIRD
 SY3576
 SY3576.The horizontal coordinates were established by classical geodetic methods
 SY3576.and adjusted by the National Geodetic Survey in December 1991..
 SY3576
 SY3576
 SY3576.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3576
 SY3576.The geoid height was determined by GEOID03.
 SY3576
 SY3576;                    North         East     Units Scale Factor Converg.
 SY3576;SPC WA N     -    69,371.580   402,873.167   MT  0.99998029   -0 57 43.1
 SY3576;SPC WA N     -   227,596.59  1,321,759.72   sFT  0.99998029   -0 57 43.1
 SY3576;UTM  10      - 5,274,060.270   565,722.743   MT  0.99965308   +0 38 45.8
 SY3576
 SY3576                          SUPERSEDED SURVEY CONTROL
 SY3576
 SY3576  NAD 83(1986)-  47 36 59.79808(N)    122 07 31.45483(W) AD(       ) 4
 SY3576  NAD 27      -  47 37 00.43879(N)    122 07 27.01535(W) AD(       ) 3
 SY3576
 SY3576.Superseded values are not recommended for survey control.
 SY3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3576.See file dsdata.txt to determine how the superseded data were derived.
 SY3576
 SY3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6572374060(NAD 83)
 SY3576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY3576+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 SY3576
 SY3576  HISTORY     - Date     Condition        Report By
 SY3576  HISTORY     - 1973     MONUMENTED       NGS
 SY3576  HISTORY     - 1983     GOOD             USPSQD
 SY3576  HISTORY     - 1988     GOOD             USPSQD
 SY3576  HISTORY     - 19961105 GOOD             USPSQD
 SY3576  HISTORY     - 20011105 GOOD             USPSQD
 SY3576
 SY3576                          STATION DESCRIPTION
 SY3576
 SY3576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3576'THE POINT INTERSECTED WAS THE TOP CENTER OF THE NORTH ONE OF TWO
 SY3576'STANDPIPES BELONGING TO KING COUNTY WATER DISTRICT NO. 97.  IT IS
 SY3576'IN THE EAST PART OF BELLEVUE, 3/4 MILE WEST OF LAKE SAMMAMISH AND
 SY3576'AT 16049 NE 8TH ST.  THE STANDPIPE IS PAINTED GREEN AND IS
 SY3576'APPROXIMATELY 85 FEET HIGH.
 SY3576
 SY3576                          STATION RECOVERY (1983)
 SY3576
 SY3576'RECOVERY NOTE BY US POWER SQUADRON 1983 (GCS)
 SY3576'(INTERSECT) RECOVERED GOOD.
 SY3576'
 SY3576'RECOVERED AS DESCRIBED.
 SY3576
 SY3576                          STATION RECOVERY (1988)
 SY3576
 SY3576'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 SY3576'RECOVERED IN GOOD CONDITION.
 SY3576
 SY3576                          STATION RECOVERY (1996)
 SY3576
 SY3576'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY3576'RECOVERED IN GOOD CONDITION.
 SY3576
 SY3576                          STATION RECOVERY (2001)
 SY3576
 SY3576'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEL)
 SY3576'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3707 ***********************************************************************
 SY3707  DESIGNATION -  BELLEVUE LDS TEMPLE TWR
 SY3707  PID         -  SY3707
 SY3707  STATE/COUNTY-  WA/KING
 SY3707  USGS QUAD   -  AUBURN (1994)
 SY3707
 SY3707                         *CURRENT SURVEY CONTROL
 SY3707  ___________________________________________________________________
 SY3707* NAD 83(1991)-  47 35 02.66009(N)    122 08 28.06044(W)     ADJUSTED  
 SY3707* NAVD 88     -                                                        
 SY3707  ___________________________________________________________________
 SY3707  LAPLACE CORR-           7.01  (seconds)                    DEFLEC99
 SY3707  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SY3707
 SY3707  HORZ ORDER  -  THIRD
 SY3707
 SY3707.The horizontal coordinates were established by classical geodetic methods
 SY3707.and adjusted by the National Geodetic Survey in December 1991..
 SY3707
 SY3707
 SY3707.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3707
 SY3707.The geoid height was determined by GEOID03.
 SY3707
 SY3707;                    North         East     Units Scale Factor Converg.
 SY3707;SPC WA N     -    65,774.213   401,629.673   MT  0.99998538   -0 58 25.2
 SY3707;SPC WA N     -   215,794.23  1,317,680.02   sFT  0.99998538   -0 58 25.2
 SY3707;UTM  10      - 5,270,430.629   564,581.056   MT  0.99965125   +0 38 02.8
 SY3707
 SY3707                          SUPERSEDED SURVEY CONTROL
 SY3707
 SY3707  NAD 83(1986)-  47 35 02.65253(N)    122 08 28.06840(W) AD(       ) 4
 SY3707  NAD 27      -  47 35 03.29604(N)    122 08 23.63617(W) AD(       ) 3
 SY3707
 SY3707.Superseded values are not recommended for survey control.
 SY3707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3707.See file dsdata.txt to determine how the superseded data were derived.
 SY3707
 SY3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6458170431(NAD 83)
 SY3707_MARKER: 55 = TOWER
 SY3707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY3707+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2001
 SY3707
 SY3707  HISTORY     - Date     Condition        Report By
 SY3707  HISTORY     - 1980     FIRST OBSERVED   NOS
 SY3707  HISTORY     - 19961116 GOOD             USPSQD
 SY3707  HISTORY     - 20011209 GOOD             USPSQD
 SY3707
 SY3707                          STATION DESCRIPTION
 SY3707
 SY3707'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY3707'THE STATION IS LOCATED IN THE CITY OF BELLEVUE, ABOUT 1/4 MILE
 SY3707'NORTH OF THE INTERSECTION OF INTERSTATE HIGHWAY 9O AND 148TH
 SY3707'AVENUE S.E., ABOUT 100 YARDS SOUTHEAST OF THE INTERSECTION OF
 SY3707'148TH AVENUE S.E. AND S.E. 28TH STREET.
 SY3707'
 SY3707'THE STATION IS TOWER OF THE CHURCH OF JESUS CHRIST OF LATTERDAY
 SY3707'SAINTS TEMPLE. THE TOWER IS TOPPED WITH A GILDED STATUE. THE
 SY3707'GILDED SPHERE AT THE FOOT OF THE STATUE WAS THE POINT INTERSECTED.
 SY3707
 SY3707                          STATION RECOVERY (1996)
 SY3707
 SY3707'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY3707'RECOVERED IN GOOD CONDITION.
 SY3707
 SY3707                          STATION RECOVERY (2001)
 SY3707
 SY3707'RECOVERY NOTE BY US POWER SQUADRON 2001 (AS)
 SY3707'STATION RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3613 ***********************************************************************
 SY3613  DESIGNATION -  BELLEVUE WOODRIDGE STANDPIPE
 SY3613  PID         -  SY3613
 SY3613  STATE/COUNTY-  WA/KING
 SY3613  USGS QUAD   -  AUBURN (1994)
 SY3613
 SY3613                         *CURRENT SURVEY CONTROL
 SY3613  ___________________________________________________________________
 SY3613* NAD 83(1991)-  47 35 36.33670(N)    122 10 26.10023(W)     ADJUSTED  
 SY3613* NAVD 88     -        97.     (meters)     318.     (feet)  SCALED    
 SY3613  ___________________________________________________________________
 SY3613  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 SY3613  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 SY3613
 SY3613  HORZ ORDER  -  THIRD
 SY3613
 SY3613.The horizontal coordinates were established by classical geodetic methods
 SY3613.and adjusted by the National Geodetic Survey in December 1991..
 SY3613
 SY3613.The orthometric height was scaled from a topographic map.
 SY3613
 SY3613.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3613
 SY3613.The geoid height was determined by GEOID03.
 SY3613
 SY3613;                    North         East     Units Scale Factor Converg.
 SY3613;SPC WA N     -    66,856.545   399,181.710   MT  0.99998388   -0 59 53.1
 SY3613;SPC WA N     -   219,345.18  1,309,648.66   sFT  0.99998388   -0 59 53.1
 SY3613;UTM  10      - 5,271,443.505   562,104.517   MT  0.99964740   +0 36 35.9
 SY3613
 SY3613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3613!SPC WA N     -   0.99998847  x   0.99998388  =   0.99997235
 SY3613!UTM  10      -   0.99998847  x   0.99964740  =   0.99963588
 SY3613
 SY3613                          SUPERSEDED SURVEY CONTROL
 SY3613
 SY3613  NAD 83(1986)-  47 35 36.32831(N)    122 10 26.10631(W) AD(       ) 4
 SY3613  NAD 27      -  47 35 36.97188(N)    122 10 21.66753(W) AD(       ) 3
 SY3613
 SY3613.Superseded values are not recommended for survey control.
 SY3613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3613.See file dsdata.txt to determine how the superseded data were derived.
 SY3613
 SY3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6210571444(NAD 83)
 SY3613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY3613+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2001
 SY3613
 SY3613  HISTORY     - Date     Condition        Report By
 SY3613  HISTORY     - 1962     MONUMENTED       CGS
 SY3613  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY3613  HISTORY     - 1979     GOOD             NGS
 SY3613  HISTORY     - 1983     GOOD             USPSQD
 SY3613  HISTORY     - 1988     GOOD             USPSQD
 SY3613  HISTORY     - 20010602 GOOD             USPSQD
 SY3613
 SY3613                          STATION DESCRIPTION
 SY3613
 SY3613'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY3613'THE STATION IS THE TOP CENTER OF THE LARGE, SILVER COLORED STANDPIPE
 SY3613'ABOUT 2 MILES SOUTHEAST OF THE CENTER OF BELLEVUE, 1 MILE NORTH OF
 SY3613'U.S. HIGHWAY 10 AND 0.4 MILE EAST OF STATE HIGHWAY 1.  IT IS ON
 SY3613'THE FIRST LOT SOUTH OF 1833 125 AVE. SE.
 SY3613'
 SY3613'A TRAVERSE CONNECTION WAS MADE TO THE TANK FROM TRIANGULATION
 SY3613'STATION WOODRIDGE, DISTANCE TO THE TANK BEING 81.02 FEET, 24.694
 SY3613'METERS EAST.  DISTANCE WAS MEASURED BY MEASURING TO THE TANK AND
 SY3613'THE DISTANCE AROUND THE TANK.  THE DIRECTION WAS OBTAINED BY
 SY3613'OBSERVING ON THE TWO SIDES OF THE TANK AND MEANING THESE FOR THE
 SY3613'CENTER.
 SY3613
 SY3613                          STATION RECOVERY (1973)
 SY3613
 SY3613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3613'STATION WAS RECOVERED AS DESCRIBED IN 1962 WITH THE FOLLOWING
 SY3613'EXCEPTIONS.  U.S. HIGHWAY 10 IS NOW INTERSTATE HIGHWAY 90, STATE
 SY3613'HIGHWAY 1 IS NOW INTERSTATE HIGHWAY 405 AND THE TANK IS NOW
 SY3613'PAINTED GREEN.
 SY3613'
 SY3613'THE POINT INTERSECTED WAS THE TOP CENTER OF KING COUNTY WATER
 SY3613'DISTRICT NO. 38 STANDPIPE, WHICH IS 3 MILES SOUTHEAST OF BELLEVUE,
 SY3613'0.4 MILE EAST OF INTERSTATE HIGHWAY 405 AND 1 MILE NORTH OF
 SY3613'INTERSTATE HIGHWAY 90.  IT IS JUST SOUTH OF 1833 125TH AVE. SE.
 SY3613
 SY3613                          STATION RECOVERY (1979)
 SY3613
 SY3613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SY3613'RECOVERED AS DESCRIBED IN 1962.
 SY3613
 SY3613                          STATION RECOVERY (1983)
 SY3613
 SY3613'RECOVERY NOTE BY US POWER SQUADRON 1983 (GCS)
 SY3613'STATION RECOVERED GOOD.
 SY3613'
 SY3613'NOT MONUMENTED.
 SY3613'
 SY3613'RECOVERED AS DESCRIBED IN 1973 RECOVERY.
 SY3613
 SY3613                          STATION RECOVERY (1988)
 SY3613
 SY3613'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 SY3613'RECOVERED IN GOOD CONDITION.
 SY3613
 SY3613                          STATION RECOVERY (2001)
 SY3613
 SY3613'RECOVERY NOTE BY US POWER SQUADRON 2001 (LBW)
 SY3613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1821 ***********************************************************************
 TR1821  DESIGNATION -  BELLINGHAM AIRPORT BEACON
 TR1821  PID         -  TR1821
 TR1821  STATE/COUNTY-  WA/WHATCOM
 TR1821  USGS QUAD   -  FERNDALE (1994)
 TR1821
 TR1821                         *CURRENT SURVEY CONTROL
 TR1821  ___________________________________________________________________
 TR1821* NAD 83(1991)-  48 47 20.69334(N)    122 32 02.35593(W)     ADJUSTED  
 TR1821* NAVD 88     -                                                        
 TR1821  ___________________________________________________________________
 TR1821  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 TR1821  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TR1821
 TR1821  HORZ ORDER  -  THIRD
 TR1821
 TR1821.This mark is at Bellingham Intl Airport (BLI)
 TR1821
 TR1821.The horizontal coordinates were established by classical geodetic methods
 TR1821.and adjusted by the National Geodetic Survey in December 1991..
 TR1821
 TR1821
 TR1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1821
 TR1821.The geoid height was determined by GEOID03.
 TR1821
 TR1821;                    North         East     Units Scale Factor Converg.
 TR1821;SPC WA N     -   200,303.647   375,044.269   MT  1.00001096   -1 15 58.2
 TR1821;SPC WA N     -   657,162.88  1,230,457.74   sFT  1.00001096   -1 15 58.2
 TR1821;UTM  10      - 5,404,114.121   534,228.955   MT  0.99961439   +0 21 02.1
 TR1821
 TR1821                          SUPERSEDED SURVEY CONTROL
 TR1821
 TR1821  NAD 83(1986)-  48 47 20.69495(N)    122 32 02.35562(W) AD(       ) 4
 TR1821  NAD 27      -  48 47 21.30000(N)    122 31 57.78000(W) AD(       ) 3
 TR1821
 TR1821.Superseded values are not recommended for survey control.
 TR1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1821.See file dsdata.txt to determine how the superseded data were derived.
 TR1821
 TR1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3422904114(NAD 83)
 TR1821_MARKER: 21 = AIRPORT BEACON
 TR1821_SETTING: 0 = UNSPECIFIED SETTING
 TR1821
 TR1821  HISTORY     - Date     Condition        Report By
 TR1821  HISTORY     - 1975     FIRST OBSERVED   NGS
 TR1821  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TR1821  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TR1821  HISTORY     - 19900315 GOOD             NGS
 TR1821
 TR1821                          STATION DESCRIPTION
 TR1821
 TR1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JJC)
 TR1821'THE STATION IS LOCATED NEAR THE SOUTH END OF THE BELLINGHAM
 TR1821'MUNICIPAL AIRPORT AND IS THE CENTER OF THE WHITE FLASHING
 TR1821'BEACON LIGHT UPON THE TOP OF A STEEL TOWER ABOUT 65 FEET IN
 TR1821'HEIGHT.  THE BEACON IS LOCATED ABOUT 100 FEET WEST OF THE
 TR1821'NATIONAL GUARD BUILDING AND ABOUT 150 FEET EAST OF THE AIRPORT
 TR1821'MAINTENANCE BUILDING.
 TR1821
 TR1821                          STATION RECOVERY (1971)
 TR1821
 TR1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (PDC)
 TR1821'THE STATION IS LOCATED NEAR THE SOUTH END OF THE BELLINGHAM
 TR1821'MUNICIPAL AIRPORT AND IS THE CENTER OF A CLEAR AND GREEN ROTATING
 TR1821'LIGHT MOUNTED ON TOP OF A 80 FOOT SKELETON STEEL TOWER PAINTED
 TR1821'ALTERNATE WHITE AND RED.  THE BEACON IS LOCATED ABOUT 100 FEET
 TR1821'WEST OF THE NATIONAL GUARD ARMORY AND 150 FEET EAST OF THE
 TR1821'AIRPORT MAINTENANCE BUILDING.
 TR1821
 TR1821                          STATION RECOVERY (1990)
 TR1821
 TR1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (JLD)
 TR1821'THE BEACON IS LOCATED ON THE SOUTHERN PORTION OF THE BELLINGHAM INTL
 TR1821'AIRPORT ABOUT 150 FT (45.7 M) EAST OF THE AIRPORT MAINTENANCE BUILDING
 TR1821'AND 100 FT (30.5 M) WEST OF THE NATIONAL GUARD ARMORY.  THE BEACON IS
 TR1821'A CLEAR AND GREEN ROTATING LIGHT MOUNTED ON TOP OF A 80 FOOT (24.4 M)
 TR1821'SKELETON STEEL TOWER PAINTED ALTERNATE RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1827 ***********************************************************************
 TR1827  DESIGNATION -  BELLINGHAM BREAKWATER ENT LTB
 TR1827  PID         -  TR1827
 TR1827  STATE/COUNTY-  WA/WHATCOM
 TR1827  USGS QUAD   -  FERNDALE (1994)
 TR1827
 TR1827                         *CURRENT SURVEY CONTROL
 TR1827  ___________________________________________________________________
 TR1827* NAD 83(1991)-  48 45 11.90963(N)    122 30 20.59717(W)     ADJUSTED  
 TR1827* NAVD 88     -                                                        
 TR1827  ___________________________________________________________________
 TR1827  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 TR1827  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TR1827
 TR1827  HORZ ORDER  -  THIRD
 TR1827
 TR1827.The horizontal coordinates were established by classical geodetic methods
 TR1827.and adjusted by the National Geodetic Survey in December 1991..
 TR1827
 TR1827
 TR1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1827
 TR1827.The geoid height was determined by GEOID03.
 TR1827
 TR1827;                    North         East     Units Scale Factor Converg.
 TR1827;SPC WA N     -   196,280.867   377,034.364   MT  1.00000382   -1 14 42.5
 TR1827;SPC WA N     -   643,964.81  1,236,986.91   sFT  1.00000382   -1 14 42.5
 TR1827;UTM  10      - 5,400,150.645   536,330.932   MT  0.99961622   +0 22 17.9
 TR1827
 TR1827                          SUPERSEDED SURVEY CONTROL
 TR1827
 TR1827  NAD 83(1986)-  48 45 11.91025(N)    122 30 20.59822(W) AD(       ) 4
 TR1827  NAD 27      -  48 45 12.52000(N)    122 30 16.00000(W) AD(       ) 3
 TR1827
 TR1827.Superseded values are not recommended for survey control.
 TR1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1827.See file dsdata.txt to determine how the superseded data were derived.
 TR1827
 TR1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3633100151(NAD 83)
 TR1827
 TR1827  HISTORY     - Date     Condition        Report By
 TR1827  HISTORY     - 1951     MONUMENTED       CGS
 TR1827
 TR1827                          STATION DESCRIPTION
 TR1827
 TR1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (CWC)
 TR1827'STATION IS LOCATED AT THE PORT OF BELLINGHAM, OFF THE W END OF A
 TR1827'NE-SW BREAKWATER WHICH IS E OF AN E-W BREAKWATER OFF THE MOUTH
 TR1827'OF SQUALICUM CREEK WATERWAY, ON A DOLPHIN.  IT IS A WHITE
 TR1827'STRUCTURE WITH A RED TOP.  THE SMALL SPIRE ON TOP OF THE LIGHT
 TR1827'WAS OBSERVED.
 TR1827'
 TR1827'THIS LIGHT WAS MOVED BETWEEN 7 APRIL 1950 AND 26 JANUARY 1951.
 TR1827'
 TR1827'OBSERVATIONS OF THIS STATION WERE MADE ON 26 JANUARY 1951.
 TR1827'
 TR1827'IT IS REPORTED THAT THE LIGHT WILL BE MOVED AGAIN IN THE NEAR
 TR1827'FUTURE.  STATION IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1829 ***********************************************************************
 TR1829  DESIGNATION -  BELLINGHAM BREAKWATER ENT LTA
 TR1829  PID         -  TR1829
 TR1829  STATE/COUNTY-  WA/WHATCOM
 TR1829  USGS QUAD   -  FERNDALE (1994)
 TR1829
 TR1829                         *CURRENT SURVEY CONTROL
 TR1829  ___________________________________________________________________
 TR1829* NAD 83(1991)-  48 45 12.54170(N)    122 30 19.10586(W)     ADJUSTED  
 TR1829* NAVD 88     -                                                        
 TR1829  ___________________________________________________________________
 TR1829  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 TR1829  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TR1829
 TR1829  HORZ ORDER  -  THIRD
 TR1829
 TR1829.The horizontal coordinates were established by classical geodetic methods
 TR1829.and adjusted by the National Geodetic Survey in December 1991..
 TR1829
 TR1829
 TR1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1829
 TR1829.The geoid height was determined by GEOID03.
 TR1829
 TR1829;                    North         East     Units Scale Factor Converg.
 TR1829;SPC WA N     -   196,299.725   377,065.242   MT  1.00000385   -1 14 41.3
 TR1829;SPC WA N     -   644,026.68  1,237,088.21   sFT  1.00000385   -1 14 41.3
 TR1829;UTM  10      - 5,400,170.360   536,361.254   MT  0.99961624   +0 22 19.0
 TR1829
 TR1829                          SUPERSEDED SURVEY CONTROL
 TR1829
 TR1829  NAD 83(1986)-  48 45 12.54326(N)    122 30 19.10775(W) AD(       ) 4
 TR1829  NAD 27      -  48 45 13.16000(N)    122 30 14.51000(W) AD(       ) 3
 TR1829
 TR1829.Superseded values are not recommended for survey control.
 TR1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1829.See file dsdata.txt to determine how the superseded data were derived.
 TR1829
 TR1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3636100170(NAD 83)
 TR1829
 TR1829  HISTORY     - Date     Condition        Report By
 TR1829  HISTORY     - 1950     MONUMENTED       CGS
 TR1829  HISTORY     - 1951     SEE DESCRIPTION  CGS
 TR1829
 TR1829                          STATION DESCRIPTION
 TR1829
 TR1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1829'AT THE PORT OF BELLINGHAM, OFF THE WEST END OF A NE-SW
 TR1829'BREAKWATER, WHICH IS EAST OF A E-W BREAKWATER OFF THE MOUTH OF
 TR1829'SQUALICUM CREEK WATERWAY, ON A DOLPHIN, A WHITE STRUCTURE
 TR1829'WITH A RED TOP.  THE SMALL SPIRE ON TOP OF THE LIGHT WAS OBSERVED.
 TR1829'
 TR1829'DESCRIBED IN THE 1950 LIGHT LIST, PACIFIC COAST, AS FOLLOWS--
 TR1829'
 TR1829'NO. 1745, BELLINGHAM BREAKWATER ENTRANCE LIGHT, OFF SOUTH END
 TR1829'OF NORTH-SOUTH BREAKWATER, 12 FT. ABOVE WATER, FLASHING WHITE,
 TR1829'WHITE PLATFORM ON DOLPHIN, ESTABLISHED 1934, REBUILT 1949.
 TR1829
 TR1829                          STATION RECOVERY (1951)
 TR1829
 TR1829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 TR1829'DESTROYED
 TR1829'
 TR1829'THIS LIGHT WAS MOVED BETWEEN 7 APRIL 1950 AND 26 JANUARY 1951
 TR1829'AND THE STATION IS DESTROYED.  IT WAS RELOCATED ON 26 JANUARY
 TR1829'1951.  SEE DESCRIPTION OF BELLINGHAM BREAKWATER ENTRANCE LIGHT,
 TR1829'1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1872 ***********************************************************************
 TR1872  DESIGNATION -  BELLINGHAM CANNERY STACK
 TR1872  PID         -  TR1872
 TR1872  STATE/COUNTY-  WA/WHATCOM
 TR1872  USGS QUAD   -  ELIZA ISLAND (1995)
 TR1872
 TR1872                         *CURRENT SURVEY CONTROL
 TR1872  ___________________________________________________________________
 TR1872* NAD 83(1991)-  48 43 16.87515(N)    122 30 49.21120(W)     ADJUSTED  
 TR1872* NAVD 88     -                                                        
 TR1872  ___________________________________________________________________
 TR1872  LAPLACE CORR-           7.19  (seconds)                    DEFLEC99
 TR1872  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 TR1872
 TR1872  HORZ ORDER  -  THIRD
 TR1872
 TR1872.The horizontal coordinates were established by classical geodetic methods
 TR1872.and adjusted by the National Geodetic Survey in December 1991..
 TR1872
 TR1872
 TR1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1872
 TR1872.The geoid height was determined by GEOID03.
 TR1872
 TR1872;                    North         East     Units Scale Factor Converg.
 TR1872;SPC WA N     -   192,741.006   376,372.457   MT  0.99999777   -1 15 03.8
 TR1872;SPC WA N     -   632,351.12  1,234,815.30   sFT  0.99999777   -1 15 03.8
 TR1872;UTM  10      - 5,396,594.888   535,769.371   MT  0.99961572   +0 21 55.7
 TR1872
 TR1872                          SUPERSEDED SURVEY CONTROL
 TR1872
 TR1872  NAD 83(1986)-  48 43 16.87717(N)    122 30 49.21411(W) AD(       ) 4
 TR1872  NAD 27      -  48 43 17.49000(N)    122 30 44.58000(W) AD(       ) 3
 TR1872
 TR1872.Superseded values are not recommended for survey control.
 TR1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1872.See file dsdata.txt to determine how the superseded data were derived.
 TR1872
 TR1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3576996595(NAD 83)
 TR1872_MARKER: 63 = STACK
 TR1872
 TR1872  HISTORY     - Date     Condition        Report By
 TR1872  HISTORY     - 1914     FIRST OBSERVED   CGS
 TR1872  HISTORY     - 1950     MARK NOT FOUND   CGS
 TR1872
 TR1872                          STATION DESCRIPTION
 TR1872
 TR1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1872'NOT RECOVERED.
 TR1872'
 TR1872'A THOROUGH SEARCH WAS MADE FOR THIS UNDESCRIBED INTERSECTION
 TR1872'STATION BUT IT COULD NOT BE LOCATED.  ACCORDING TO SOME REPORTS, IT
 TR1872'WAS DESTROYED BY FIRE, WHILE OTHERS SAID THAT THE STACK HAD BEEN
 TR1872'TORN DOWN.  SINCE NO DEFINITE INFORMATION COULD BE OBTAINED, THE
 TR1872'STATION IS REPORTED AS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1018 ***********************************************************************
 TR1018  DESIGNATION -  BELLINGHAM CATHOLIC CH SPIRE
 TR1018  PID         -  TR1018
 TR1018  STATE/COUNTY-  WA/WHATCOM
 TR1018  USGS QUAD   -  BELLINGHAM NORTH (1994)
 TR1018
 TR1018                         *CURRENT SURVEY CONTROL
 TR1018  ___________________________________________________________________
 TR1018* NAD 83(1991)-  48 45 28.48039(N)    122 28 28.91602(W)     ADJUSTED  
 TR1018* NAVD 88     -                                                        
 TR1018  ___________________________________________________________________
 TR1018  LAPLACE CORR-           7.61  (seconds)                    DEFLEC99
 TR1018  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 TR1018
 TR1018  HORZ ORDER  -  THIRD
 TR1018
 TR1018.The horizontal coordinates were established by classical geodetic methods
 TR1018.and adjusted by the National Geodetic Survey in December 1991..
 TR1018
 TR1018
 TR1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1018
 TR1018.The geoid height was determined by GEOID03.
 TR1018
 TR1018;                    North         East     Units Scale Factor Converg.
 TR1018;SPC WA N     -   196,743.518   379,325.925   MT  1.00000472   -1 13 19.3
 TR1018;SPC WA N     -   645,482.69  1,244,505.14   sFT  1.00000472   -1 13 19.3
 TR1018;UTM  10      - 5,400,677.568   538,607.645   MT  0.99961831   +0 23 42.0
 TR1018
 TR1018                          SUPERSEDED SURVEY CONTROL
 TR1018
 TR1018  NAD 83(1986)-  48 45 28.48127(N)    122 28 28.91852(W) AD(       ) 4
 TR1018  NAD 27      -  48 45 29.09600(N)    122 28 24.31100(W) AD(       ) 3
 TR1018
 TR1018.Superseded values are not recommended for survey control.
 TR1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1018.See file dsdata.txt to determine how the superseded data were derived.
 TR1018
 TR1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3860800678(NAD 83)
 TR1018
 TR1018  HISTORY     - Date     Condition        Report By
 TR1018  HISTORY     - UNK      MONUMENTED
 TR1018  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1018  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR1018  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR1018  HISTORY     - 1987     GOOD             USPSQD
 TR1018
 TR1018                          STATION DESCRIPTION
 TR1018
 TR1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 TR1018'THIS STATION IS ABOUT 1/2 MILE N OF THE BUSINESS CENTER OF
 TR1018'BELLINGHAM, IN THE NE CORNER OF THE INTERSECTION OF CORNWALL
 TR1018'AVENUE AND KENTUCKY STREET.  IT IS A HIGH SPIRE, SURMOUNTED BY
 TR1018'A CROSS, PROJECTING ABOVE A RED BRICK BUILDING.  A VERY PROMINENT
 TR1018'OBJECT.
 TR1018
 TR1018                          STATION RECOVERY (1950)
 TR1018
 TR1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1018'RECOVERED.
 TR1018'
 TR1018'ABOUT 1/2 MILE NORTH OF THE BUSINESS CENTER OF BELLINGHAM, AT
 TR1018'THE NORTHEAST CORNER OF THE INTERSECTION OF CORNWALL AVENUE AND
 TR1018'KENTUCKY STREET, ABOUT 70 FEET NORTH OF THE CENTER LINE OF
 TR1018'KENTUCKY STREET ABOUT 90 FEET EAST OF THE CENTER LINE OF CORNWALL
 TR1018'AVENUE, ON CHURCH OF THE ASSUMPTION, A HIGH SPIRE SURMOUNTED BY A
 TR1018'CROSS, PROJECTING ABOVE A RED BRICK BUILDING.
 TR1018
 TR1018                          STATION RECOVERY (1967)
 TR1018
 TR1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR1018'RECOVERED AS DESCRIBED BY C.W.C. IN 1950.
 TR1018
 TR1018                          STATION RECOVERY (1987)
 TR1018
 TR1018'RECOVERY NOTE BY US POWER SQUADRON 1987 (KF)
 TR1018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0998 ***********************************************************************
 TR0998  DESIGNATION -  BELLINGHAM CITY MON BEECH ST
 TR0998  PID         -  TR0998
 TR0998  STATE/COUNTY-  WA/WHATCOM
 TR0998  USGS QUAD   -  BELLINGHAM SOUTH (1995)
 TR0998
 TR0998                         *CURRENT SURVEY CONTROL
 TR0998  ___________________________________________________________________
 TR0998* NAD 83(1991)-  48 44 17.63666(N)    122 29 31.90286(W)     ADJUSTED  
 TR0998* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 TR0998  ___________________________________________________________________
 TR0998  LAPLACE CORR-           7.81  (seconds)                    DEFLEC99
 TR0998  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TR0998
 TR0998  HORZ ORDER  -  THIRD
 TR0998
 TR0998.The horizontal coordinates were established by classical geodetic methods
 TR0998.and adjusted by the National Geodetic Survey in December 1991..
 TR0998
 TR0998.The orthometric height was scaled from a topographic map.
 TR0998
 TR0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0998
 TR0998.The geoid height was determined by GEOID03.
 TR0998
 TR0998;                    North         East     Units Scale Factor Converg.
 TR0998;SPC WA N     -   194,583.223   377,992.614   MT  1.00000093   -1 14 06.2
 TR0998;SPC WA N     -   638,395.12  1,240,130.77   sFT  1.00000093   -1 14 06.2
 TR0998;UTM  10      - 5,398,481.357   537,336.311   MT  0.99961713   +0 22 54.2
 TR0998
 TR0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0998!SPC WA N     -   0.99999646  x   1.00000093  =   0.99999739
 TR0998!UTM  10      -   0.99999646  x   0.99961713  =   0.99961359
 TR0998
 TR0998:                Primary Azimuth Mark                     Grid Az
 TR0998:SPC WA N     -  BELLINGHAM EPIS CHURCH STEEPLE           001 29 15.0
 TR0998:UTM  10      -  BELLINGHAM EPIS CHURCH STEEPLE           359 52 14.6
 TR0998
 TR0998|---------------------------------------------------------------------|
 TR0998| PID    Reference Object                     Distance      Geod. Az  |
 TR0998|                                                           dddmmss.s |
 TR0998| TR1015 BELLINGHAM EPIS CHURCH STEEPLE      APPROX. 2.2 KM 0001508.8 |
 TR0998| TR1009 BEECH                                19.680 METERS 30038     |
 TR0998| TR1006 BEECH 2                              16.290 METERS 31401     |
 TR0998|---------------------------------------------------------------------|
 TR0998
 TR0998                          SUPERSEDED SURVEY CONTROL
 TR0998
 TR0998  NAD 83(1986)-  48 44 17.63833(N)    122 29 31.90520(W) AD(       ) 3
 TR0998  NAD 27      -  48 44 18.25040(N)    122 29 27.29730(W) AD(       ) 3
 TR0998
 TR0998.Superseded values are not recommended for survey control.
 TR0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0998.See file dsdata.txt to determine how the superseded data were derived.
 TR0998
 TR0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3733698481(NAD 83)
 TR0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0998+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003
 TR0998
 TR0998  HISTORY     - Date     Condition        Report By
 TR0998  HISTORY     - 1967     MONUMENTED       CGS
 TR0998  HISTORY     - 1980     SEE DESCRIPTION  NGS
 TR0998  HISTORY     - 1987     GOOD             USPSQD
 TR0998  HISTORY     - 20030316 GOOD             USPSQD
 TR0998
 TR0998                          STATION DESCRIPTION
 TR0998
 TR0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR0998'LOCATED IN THE CITY OF BELLINGHAM, AT THE CENTERLINE INTERSECTION OF
 TR0998'NORTH STATE STREET AND BEECH STREET.
 TR0998'
 TR0998'THE STATION IS AN 1/8 BRASS PIN IMBEDDED IN A CONCRETE FILLED 8 INCH
 TR0998'CAST IRON PIPE.  THE PIN PROJECTS ABOUT 1/4 INCH ABOVE THE SURFACE
 TR0998'OF THE CONCRETE AND THE TOP OF THE PIPE IS FLUSH WITH THE SURFACE OF
 TR0998'THE STREET, 72 FEET NORTH-NORTHWEST OF THE OLD STREET LEVEL ENTRANCE
 TR0998'TO THE HOSPITAL (250 STATE STREET NORTH) AND ABOUT 3 BRICKS NORTHWEST
 TR0998'OF THE SOUTHEAST EDGE OF THE BRICK CENTER SECTION OF STATE STREET.
 TR0998
 TR0998                          STATION RECOVERY (1980)
 TR0998
 TR0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TR0998'THE BRASS PIN SET IN A PIPE AS DESCRIBED IN 1967 WAS NOT LOCATED.  A
 TR0998'BRASS CAP SET IN CONCRETE WAS FOUND AT THIS LOCATION BUT THE DISTANCE
 TR0998'TO RM 5 AS LISTED IN THE 1972 RECOVERY NOTE FOR STATION BEECH 2 1967
 TR0998'DID NOT COMPARE BY 0.101 METER.  WITHOUT AN AZIMUTH CHECK IT IS NOT
 TR0998'KNOWN WHICH MARK HAS BEEN MOVED USE WITH CAUTION.
 TR0998
 TR0998                          STATION RECOVERY (1987)
 TR0998
 TR0998'RECOVERY NOTE BY US POWER SQUADRON 1987 (KF)
 TR0998'RECOVERED IN GOOD CONDITION.
 TR0998
 TR0998                          STATION RECOVERY (2003)
 TR0998
 TR0998'RECOVERY NOTE BY US POWER SQUADRON 2003 (TAH)
 TR0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1015 ***********************************************************************
 TR1015  DESIGNATION -  BELLINGHAM EPIS CHURCH STEEPLE
 TR1015  PID         -  TR1015
 TR1015  STATE/COUNTY-  WA/WHATCOM
 TR1015  USGS QUAD   -  BELLINGHAM NORTH (1994)
 TR1015
 TR1015                         *CURRENT SURVEY CONTROL
 TR1015  ___________________________________________________________________
 TR1015* NAD 83(1991)-  48 45 29.21724(N)    122 29 31.42586(W)     ADJUSTED  
 TR1015* NAVD 88     -                                                        
 TR1015  ___________________________________________________________________
 TR1015  LAPLACE CORR-           6.87  (seconds)                    DEFLEC99
 TR1015  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TR1015
 TR1015  HORZ ORDER  -  THIRD
 TR1015
 TR1015.The horizontal coordinates were established by classical geodetic methods
 TR1015.and adjusted by the National Geodetic Survey in December 1991..
 TR1015
 TR1015
 TR1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1015
 TR1015.The geoid height was determined by GEOID03.
 TR1015
 TR1015;                    North         East     Units Scale Factor Converg.
 TR1015;SPC WA N     -   196,793.647   378,050.014   MT  1.00000476   -1 14 05.8
 TR1015;SPC WA N     -   645,647.16  1,240,319.09   sFT  1.00000476   -1 14 05.8
 TR1015;UTM  10      - 5,400,691.668   537,331.321   MT  0.99961712   +0 22 55.0
 TR1015
 TR1015                          SUPERSEDED SURVEY CONTROL
 TR1015
 TR1015  NAD 83(1986)-  48 45 29.21895(N)    122 29 31.42781(W) AD(       ) 4
 TR1015  NAD 27      -  48 45 29.82800(N)    122 29 26.82200(W) AD(       ) 3
 TR1015
 TR1015.Superseded values are not recommended for survey control.
 TR1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1015.See file dsdata.txt to determine how the superseded data were derived.
 TR1015
 TR1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3733100692(NAD 83)
 TR1015
 TR1015  HISTORY     - Date     Condition        Report By
 TR1015  HISTORY     - 1927     FIRST OBSERVED   CGS
 TR1015  HISTORY     - 1950     GOOD             CGS
 TR1015  HISTORY     - 1967     GOOD             CGS
 TR1015  HISTORY     - 1980     GOOD             NGS
 TR1015
 TR1015                          STATION DESCRIPTION
 TR1015
 TR1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1015'IS A VERY SHARP STEEPLE ON THE EPISCOPAL CHURCH, AT THE CORNER OF
 TR1015'HOLLY AND BROADWAY STS., BELLINGHAM.
 TR1015
 TR1015                          STATION RECOVERY (1950)
 TR1015
 TR1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1015'STATION WAS RECOVERED.  IT IS LOCATED AT BELLINGHAM, ABOUT 1/2 MILE
 TR1015'NW OF THE BUSINESS SECTION, ABOUT 150 FEET NW OF THE INTERSECTION
 TR1015'OF BROADWAY, HOLLY STREET AND ELDRIDGE AVENUE, ON THE W SIDE OF
 TR1015'WALNUT STREET, ON THE NE SIDE OF ELDRIDGE AVENUE, ON ST. PAULS
 TR1015'EPISCOPAL CHURCH, IN A TALL SLENDER SPIRE WITH A CROSS AT THE TOP.
 TR1015'THE CHURCH WAS ERECTED IN 1925.
 TR1015
 TR1015                          STATION RECOVERY (1967)
 TR1015
 TR1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR1015'RECOVERED AS DESCRIBED BY C.W.C. IN 1950.
 TR1015
 TR1015                          STATION RECOVERY (1980)
 TR1015
 TR1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TR1015'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0991 ***********************************************************************
 TR0991  DESIGNATION -  BELLINGHAM FLAGSTAFF ON STREET
 TR0991  PID         -  TR0991
 TR0991  STATE/COUNTY-  WA/WHATCOM
 TR0991  USGS QUAD   -  BELLINGHAM SOUTH (1995)
 TR0991
 TR0991                         *CURRENT SURVEY CONTROL
 TR0991  ___________________________________________________________________
 TR0991* NAD 83(1991)-  48 43 38.45105(N)    122 29 57.71886(W)     ADJUSTED  
 TR0991* NAVD 88     -                                                        
 TR0991  ___________________________________________________________________
 TR0991  LAPLACE CORR-           7.83  (seconds)                    DEFLEC99
 TR0991  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 TR0991
 TR0991  HORZ ORDER  -  THIRD
 TR0991
 TR0991.The horizontal coordinates were established by classical geodetic methods
 TR0991.and adjusted by the National Geodetic Survey in December 1991..
 TR0991
 TR0991
 TR0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0991
 TR0991.The geoid height was determined by GEOID03.
 TR0991
 TR0991;                    North         East     Units Scale Factor Converg.
 TR0991;SPC WA N     -   193,384.451   377,439.067   MT  0.99999888   -1 14 25.4
 TR0991;SPC WA N     -   634,462.15  1,238,314.67   sFT  0.99999888   -1 14 25.4
 TR0991;UTM  10      - 5,397,267.910   536,817.004   MT  0.99961665   +0 22 34.6
 TR0991
 TR0991                          SUPERSEDED SURVEY CONTROL
 TR0991
 TR0991  NAD 83(1986)-  48 43 38.45279(N)    122 29 57.72153(W) AD(       ) 4
 TR0991  NAD 27      -  48 43 39.07000(N)    122 29 53.09000(W) AD(       ) 3
 TR0991
 TR0991.Superseded values are not recommended for survey control.
 TR0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0991.See file dsdata.txt to determine how the superseded data were derived.
 TR0991
 TR0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3681797268(NAD 83)
 TR0991
 TR0991  HISTORY     - Date     Condition        Report By
 TR0991  HISTORY     - 1914     FIRST OBSERVED
 TR0991  HISTORY     - 1950     MARK NOT FOUND   CGS
 TR0991
 TR0991                          STATION DESCRIPTION
 TR0991
 TR0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR0991'THIS UNDESCRIBED INTERSECTION STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0990 ***********************************************************************
 TR0990  DESIGNATION -  BELLINGHAM HERALD SIGN LET A
 TR0990  PID         -  TR0990
 TR0990  STATE/COUNTY-  WA/WHATCOM
 TR0990  USGS QUAD   -  BELLINGHAM SOUTH (1995)
 TR0990
 TR0990                         *CURRENT SURVEY CONTROL
 TR0990  ___________________________________________________________________
 TR0990* NAD 83(1991)-  48 44 50.72815(N)    122 28 44.45996(W)     ADJUSTED  
 TR0990* NAVD 88     -                                                        
 TR0990  ___________________________________________________________________
 TR0990  LAPLACE CORR-           7.97  (seconds)                    DEFLEC99
 TR0990  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TR0990
 TR0990  HORZ ORDER  -  THIRD
 TR0990
 TR0990.The horizontal coordinates were established by classical geodetic methods
 TR0990.and adjusted by the National Geodetic Survey in December 1991..
 TR0990
 TR0990
 TR0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0990
 TR0990.The geoid height was determined by GEOID03.
 TR0990
 TR0990;                    North         East     Units Scale Factor Converg.
 TR0990;SPC WA N     -   195,584.384   378,983.593   MT  1.00000268   -1 13 30.9
 TR0990;SPC WA N     -   641,679.77  1,243,382.00   sFT  1.00000268   -1 13 30.9
 TR0990;UTM  10      - 5,399,509.685   538,298.277   MT  0.99961802   +0 23 30.1
 TR0990
 TR0990                          SUPERSEDED SURVEY CONTROL
 TR0990
 TR0990  NAD 83(1986)-  48 44 50.72944(N)    122 28 44.46176(W) AD(       ) 4
 TR0990  NAD 27      -  48 44 51.33800(N)    122 28 39.86200(W) AD(       ) 3
 TR0990
 TR0990.Superseded values are not recommended for survey control.
 TR0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0990.See file dsdata.txt to determine how the superseded data were derived.
 TR0990
 TR0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3829899510(NAD 83)
 TR0990_MARKER: 68 = COMMERCIAL SIGN
 TR0990
 TR0990  HISTORY     - Date     Condition        Report By
 TR0990  HISTORY     - 1927     FIRST OBSERVED   CGS
 TR0990  HISTORY     - 1950     GOOD             CGS
 TR0990  HISTORY     - 1963     GOOD             CGS
 TR0990  HISTORY     - 1980     GOOD             NGS
 TR0990  HISTORY     - 1987     GOOD             USPSQD
 TR0990
 TR0990                          STATION DESCRIPTION
 TR0990
 TR0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR0990'SIGN IS IN THE ILLUMINATED SIGN ON THE HERALD BUILDING.
 TR0990
 TR0990                          STATION RECOVERY (1950)
 TR0990
 TR0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR0990'STATION WAS RECOVERED.  IT IS LOCATED AT BELLINGHAM, IN THE S PART OF
 TR0990'THE BUSINESS DISTRICT, ON THE W CORNER OF STATE AND CHESTNUT
 TR0990'STREETS, ON THE ROOF OF THE BELLINGHAM HERALD BUILDING, ON AN
 TR0990'ELECTRICALLY LIGHTED SIGN SUPPORTED BY A STEEL FRAME ABOVE THE ROOF
 TR0990'OF THE BUILDING.
 TR0990'
 TR0990'THE WORD HERALD IS ON OPPOSITE SIDES OF THE SIGN, FACING NE AND
 TR0990'SW.  IT IS ASSUMED THAT THE STATION IS THE APEX OF THE LETTER A
 TR0990'FACING SW.
 TR0990
 TR0990                          STATION RECOVERY (1963)
 TR0990
 TR0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CMB)
 TR0990'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR0990
 TR0990                          STATION RECOVERY (1980)
 TR0990
 TR0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TR0990'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR0990
 TR0990                          STATION RECOVERY (1987)
 TR0990
 TR0990'RECOVERY NOTE BY US POWER SQUADRON 1987 (SG)
 TR0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1011 ***********************************************************************
 TR1011  DESIGNATION -  BELLINGHAM LARSON TANK
 TR1011  PID         -  TR1011
 TR1011  STATE/COUNTY-  WA/WHATCOM
 TR1011  USGS QUAD   -  BELLINGHAM NORTH (1994)
 TR1011
 TR1011                         *CURRENT SURVEY CONTROL
 TR1011  ___________________________________________________________________
 TR1011* NAD 83(1991)-  48 45 16.16623(N)    122 25 13.43323(W)     ADJUSTED  
 TR1011* NAVD 88     -                                                        
 TR1011  ___________________________________________________________________
 TR1011  LAPLACE CORR-           9.25  (seconds)                    DEFLEC99
 TR1011  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 TR1011
 TR1011  HORZ ORDER  -  THIRD
 TR1011
 TR1011.The horizontal coordinates were established by classical geodetic methods
 TR1011.and adjusted by the National Geodetic Survey in December 1991..
 TR1011
 TR1011
 TR1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1011
 TR1011.The geoid height was determined by GEOID03.
 TR1011
 TR1011;                    North         East     Units Scale Factor Converg.
 TR1011;SPC WA N     -   196,279.470   383,309.728   MT  1.00000405   -1 10 53.8
 TR1011;SPC WA N     -   643,960.23  1,257,575.33   sFT  1.00000405   -1 10 53.8
 TR1011;UTM  10      - 5,400,326.270   542,601.422   MT  0.99962230   +0 26 08.9
 TR1011
 TR1011                          SUPERSEDED SURVEY CONTROL
 TR1011
 TR1011  NAD 83(1986)-  48 45 16.16797(N)    122 25 13.43760(W) AD(       ) 4
 TR1011  NAD 27      -  48 45 16.78400(N)    122 25 08.83900(W) AD(       ) 3
 TR1011
 TR1011.Superseded values are not recommended for survey control.
 TR1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1011.See file dsdata.txt to determine how the superseded data were derived.
 TR1011
 TR1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV4260100326(NAD 83)
 TR1011
 TR1011  HISTORY     - Date     Condition        Report By
 TR1011  HISTORY     - 1950     MONUMENTED       CGS
 TR1011  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 TR1011
 TR1011                          STATION DESCRIPTION
 TR1011
 TR1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1011'STATION IS LOCATED IN THE EXTREME E SECTION OF THE CITY OF
 TR1011'BELLINGHAM, AT THE W END OF LAKE WHATCOM, 37 METERS S OF THE
 TR1011'CENTER LINE OF OHIO STREET, AND 32 METERS E OF THE CENTER LINE
 TR1011'PROLONGATION OF DAKIN STREET, AN ELEVATED STEEL TANK, 140 FEET
 TR1011'HIGH SUPPORTED BY A SIX-LEGGED STEEL FRAMEWORK.
 TR1011
 TR1011                          STATION RECOVERY (1987)
 TR1011
 TR1011'RECOVERY NOTE BY US POWER SQUADRON 1987 (SG)
 TR1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1817 ***********************************************************************
 TR1817  DESIGNATION -  BELLINGHAM MEANDER CORNER
 TR1817  PID         -  TR1817
 TR1817  STATE/COUNTY-  WA/WHATCOM
 TR1817  USGS QUAD   -  FERNDALE (1994)
 TR1817
 TR1817                         *CURRENT SURVEY CONTROL
 TR1817  ___________________________________________________________________
 TR1817* NAD 83(1991)-  48 45 41.97430(N)    122 30 28.76450(W)     ADJUSTED  
 TR1817* NAVD 88     -                                                        
 TR1817  ___________________________________________________________________
 TR1817  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 TR1817  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 TR1817
 TR1817  HORZ ORDER  -  THIRD
 TR1817
 TR1817.The horizontal coordinates were established by classical geodetic methods
 TR1817.and adjusted by the National Geodetic Survey in December 1991..
 TR1817
 TR1817
 TR1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1817
 TR1817.The geoid height was determined by GEOID03.
 TR1817
 TR1817;                    North         East     Units Scale Factor Converg.
 TR1817;SPC WA N     -   197,212.985   376,887.788   MT  1.00000545   -1 14 48.5
 TR1817;SPC WA N     -   647,022.93  1,236,506.02   sFT  1.00000545   -1 14 48.5
 TR1817;UTM  10      - 5,401,077.896   536,158.182   MT  0.99961606   +0 22 11.9
 TR1817
 TR1817                          SUPERSEDED SURVEY CONTROL
 TR1817
 TR1817  NAD 83(1986)-  48 45 41.97619(N)    122 30 28.76576(W) AD(       ) 4
 TR1817  NAD 27      -  48 45 42.58000(N)    122 30 24.16000(W) AD(       ) 3
 TR1817
 TR1817.Superseded values are not recommended for survey control.
 TR1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1817.See file dsdata.txt to determine how the superseded data were derived.
 TR1817
 TR1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3615801078(NAD 83)
 TR1817
 TR1817  HISTORY     - Date     Condition        Report By
 TR1817  HISTORY     - 1927     FIRST OBSERVED   CGS
 TR1817  HISTORY     - 1950     MARK NOT FOUND   CGS
 TR1817
 TR1817                          STATION DESCRIPTION
 TR1817
 TR1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1817'IS A MEANDER CORNER USED AS A MONUMENT BY THE PORT COMMISSION.  IT IS
 TR1817'JUST S OF SQUALLICUM CREEK.  FOR RECOVERY SECURE ASSISTANCE OF PORT
 TR1817'COMMISSION.
 TR1817
 TR1817                          STATION RECOVERY (1950)
 TR1817
 TR1817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1817'STATION WAS NOT RECOVERED.  A THOROUGH SEARCH WAS MADE IN THE AREA
 TR1817'AND THE STATION WAS DUG FOR AT THE INTERSECTION OF REFERENCE
 TR1817'DISTANCES.  IT IS AN AREA OF HEAVY ALLUVIAL DEPOSITS FROM SQUALLICUM
 TR1817'CREEK AND IS THOUGHT TO BE BURIED 3 FEET.  REFERENCE TIES WERE
 TR1817'OBTAINED FROM THE PORT COMMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0986 ***********************************************************************
 TR0986  DESIGNATION -  BELLINGHAM MEAS NAUT NE RNG R
 TR0986  PID         -  TR0986
 TR0986  STATE/COUNTY-  WA/WHATCOM
 TR0986  USGS QUAD   -  BELLINGHAM SOUTH (1995)
 TR0986
 TR0986                         *CURRENT SURVEY CONTROL
 TR0986  ___________________________________________________________________
 TR0986* NAD 83(1991)-  48 44 06.44164(N)    122 29 50.60495(W)     ADJUSTED  
 TR0986* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 TR0986  ___________________________________________________________________
 TR0986  LAPLACE CORR-           7.67  (seconds)                    DEFLEC99
 TR0986  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 TR0986
 TR0986  HORZ ORDER  -  THIRD
 TR0986
 TR0986.The horizontal coordinates were established by classical geodetic methods
 TR0986.and adjusted by the National Geodetic Survey in December 1991..
 TR0986
 TR0986.The orthometric height was scaled from a topographic map.
 TR0986
 TR0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0986
 TR0986.The geoid height was determined by GEOID03.
 TR0986
 TR0986;                    North         East     Units Scale Factor Converg.
 TR0986;SPC WA N     -   194,245.736   377,603.109   MT  1.00000034   -1 14 20.1
 TR0986;SPC WA N     -   637,287.89  1,238,852.87   sFT  1.00000034   -1 14 20.1
 TR0986;UTM  10      - 5,398,133.149   536,956.628   MT  0.99961678   +0 22 40.1
 TR0986
 TR0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0986!SPC WA N     -   0.99999897  x   1.00000034  =   0.99999931
 TR0986!UTM  10      -   0.99999897  x   0.99961678  =   0.99961575
 TR0986
 TR0986                          SUPERSEDED SURVEY CONTROL
 TR0986
 TR0986  NAD 83(1986)-  48 44 06.44291(N)    122 29 50.60755(W) AD(       ) 4
 TR0986  NAD 27      -  48 44 07.05740(N)    122 29 45.99260(W) AD(       ) 3
 TR0986
 TR0986.Superseded values are not recommended for survey control.
 TR0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0986.See file dsdata.txt to determine how the superseded data were derived.
 TR0986
 TR0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3695798133(NAD 83)
 TR0986_MARKER: 15 = RANGE MARKER
 TR0986
 TR0986  HISTORY     - Date     Condition        Report By
 TR0986  HISTORY     - 1967     FIRST OBSERVED   CGS
 TR0986  HISTORY     - 1980     GOOD             NGS
 TR0986  HISTORY     - 1987     GOOD             USPSQD
 TR0986
 TR0986                          STATION DESCRIPTION
 TR0986
 TR0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR0986'LOCATED IN THE SOUTH SECTION OF THE CITY OF BELLINGHAM, ABOUT 5/8
 TR0986'MILE SOUTHWEST OF THE INTERSECTION OF CORNWALL AVENUE AND WEST PINE
 TR0986'STREET, ALONG THE EAST SHORE OF BELLINGHAM BAY, 50 FEET SOUTHEAST OF
 TR0986'THE CENTERLINE OF THE MAINLINE RAILROAD TRACK AND 26 FEET SOUTHEAST
 TR0986'OF THE SIMILAR FRONT RANGE MARKER.
 TR0986'
 TR0986'THE STATION IS THE CENTER OF A 3 INCH GALVANIZED, VERTICAL PIPE
 TR0986'SET IN CONCRETE AND PROJECTING 4.5 FEET ABOVE THE SURFACE OF THE
 TR0986'GROUND.  A 4-FOOT YELLOW TRIANGULAR DAYMARK WITH A BLACK VERTICAL
 TR0986'STRIPE IS FASTENED TO THE NORTHWEST SIDE OF THE PIPE.
 TR0986
 TR0986                          STATION RECOVERY (1980)
 TR0986
 TR0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TR0986'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TR0986
 TR0986                          STATION RECOVERY (1987)
 TR0986
 TR0986'RECOVERY NOTE BY US POWER SQUADRON 1987 (SG)
 TR0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0987 ***********************************************************************
 TR0987  DESIGNATION -  BELLINGHAM MEAS NAUT NE RNG FR
 TR0987  PID         -  TR0987
 TR0987  STATE/COUNTY-  WA/WHATCOM
 TR0987  USGS QUAD   -  BELLINGHAM SOUTH (1995)
 TR0987
 TR0987                         *CURRENT SURVEY CONTROL
 TR0987  ___________________________________________________________________
 TR0987* NAD 83(1991)-  48 44 06.62506(N)    122 29 50.97282(W)     ADJUSTED  
 TR0987* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 TR0987  ___________________________________________________________________
 TR0987  LAPLACE CORR-           7.66  (seconds)                    DEFLEC99
 TR0987  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 TR0987
 TR0987  HORZ ORDER  -  THIRD
 TR0987
 TR0987.The horizontal coordinates were established by classical geodetic methods
 TR0987.and adjusted by the National Geodetic Survey in December 1991..
 TR0987
 TR0987.The orthometric height was scaled from a topographic map.
 TR0987
 TR0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0987
 TR0987.The geoid height was determined by GEOID03.
 TR0987
 TR0987;                    North         East     Units Scale Factor Converg.
 TR0987;SPC WA N     -   194,251.563   377,595.716   MT  1.00000035   -1 14 20.4
 TR0987;SPC WA N     -   637,307.00  1,238,828.61   sFT  1.00000035   -1 14 20.4
 TR0987;UTM  10      - 5,398,138.763   536,949.077   MT  0.99961677   +0 22 39.8
 TR0987
 TR0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0987!SPC WA N     -   0.99999897  x   1.00000035  =   0.99999932
 TR0987!UTM  10      -   0.99999897  x   0.99961677  =   0.99961574
 TR0987
 TR0987                          SUPERSEDED SURVEY CONTROL
 TR0987
 TR0987  NAD 83(1986)-  48 44 06.62634(N)    122 29 50.97542(W) AD(       ) 4
 TR0987  NAD 27      -  48 44 07.24090(N)    122 29 46.36050(W) AD(       ) 3
 TR0987
 TR0987.Superseded values are not recommended for survey control.
 TR0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0987.See file dsdata.txt to determine how the superseded data were derived.
 TR0987
 TR0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3694998139(NAD 83)
 TR0987_MARKER: 15 = RANGE MARKER
 TR0987
 TR0987  HISTORY     - Date     Condition        Report By
 TR0987  HISTORY     - 1967     FIRST OBSERVED   CGS
 TR0987  HISTORY     - 1980     GOOD             NGS
 TR0987  HISTORY     - 1987     GOOD             USPSQD
 TR0987
 TR0987                          STATION DESCRIPTION
 TR0987
 TR0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR0987'LOCATED IN THE SOUTH SECTION OF THE CITY OF BELLINGHAM, ABOUT 5/8
 TR0987'MILE SOUTHWEST OF THE INTERSECTION OF CORNWALL AVENUE AND WEST PINE
 TR0987'STREET, ALONG THE EAST SHORE OF BELLINGHAM BAY, AND 24 FEET
 TR0987'SOUTHEAST OF THE MAIN RAILROAD TRACK.
 TR0987'
 TR0987'THE STATION IS THE CENTER OF A 3-INCH GALVANIZED, VERTICAL PIPE SET
 TR0987'IN CONCRETE AND PROJECTING 8.0 FEET ABOVE THE GROUND.  A 4-FOOT
 TR0987'YELLOW TRIANGULAR DAYMARK WITH A 2-INCH BLACK VERTICAL STRIPE IS
 TR0987'FASTENED TO THE NORTHWEST SIDE OF THE PIPE.
 TR0987'
 TR0987'LOCATED BY TRAVERSE FROM NEARBY TRIANGULATION STATION HALF, 1967.
 TR0987'THE DISTANCE BEING 90.58 FEET SOUTHEAST OF STATION HALF.
 TR0987
 TR0987                          STATION RECOVERY (1980)
 TR0987
 TR0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TR0987'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TR0987
 TR0987                          STATION RECOVERY (1987)
 TR0987
 TR0987'RECOVERY NOTE BY US POWER SQUADRON 1987 (SG)
 TR0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1860 ***********************************************************************
 TR1860  DESIGNATION -  BELLINGHAM MEAS NAUT SW RNG R
 TR1860  PID         -  TR1860
 TR1860  STATE/COUNTY-  WA/WHATCOM
 TR1860  USGS QUAD   -  ELIZA ISLAND (1995)
 TR1860
 TR1860                         *CURRENT SURVEY CONTROL
 TR1860  ___________________________________________________________________
 TR1860* NAD 83(1991)-  48 43 42.62705(N)    122 30 18.12795(W)     ADJUSTED  
 TR1860* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 TR1860  ___________________________________________________________________
 TR1860  LAPLACE CORR-           7.46  (seconds)                    DEFLEC99
 TR1860  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TR1860
 TR1860  HORZ ORDER  -  THIRD
 TR1860
 TR1860.The horizontal coordinates were established by classical geodetic methods
 TR1860.and adjusted by the National Geodetic Survey in December 1991..
 TR1860
 TR1860.The orthometric height was scaled from a topographic map.
 TR1860
 TR1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1860
 TR1860.The geoid height was determined by GEOID03.
 TR1860
 TR1860;                    North         East     Units Scale Factor Converg.
 TR1860;SPC WA N     -   193,522.461   377,024.883   MT  0.99999910   -1 14 40.6
 TR1860;SPC WA N     -   634,914.94  1,236,955.80   sFT  0.99999910   -1 14 40.6
 TR1860;UTM  10      - 5,397,394.132   536,399.251   MT  0.99961628   +0 22 19.3
 TR1860
 TR1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1860!SPC WA N     -   1.00000242  x   0.99999910  =   1.00000152
 TR1860!UTM  10      -   1.00000242  x   0.99961628  =   0.99961870
 TR1860
 TR1860                          SUPERSEDED SURVEY CONTROL
 TR1860
 TR1860  NAD 83(1986)-  48 43 42.62838(N)    122 30 18.13062(W) AD(       ) 4
 TR1860  NAD 27      -  48 43 43.24200(N)    122 30 13.51640(W) AD(       ) 3
 TR1860
 TR1860.Superseded values are not recommended for survey control.
 TR1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1860.See file dsdata.txt to determine how the superseded data were derived.
 TR1860
 TR1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3639997394(NAD 83)
 TR1860_MARKER: 15 = RANGE MARKER
 TR1860
 TR1860  HISTORY     - Date     Condition        Report By
 TR1860  HISTORY     - 1967     FIRST OBSERVED   CGS
 TR1860  HISTORY     - 1980     GOOD             NGS
 TR1860  HISTORY     - 1983     GOOD             USPSQD
 TR1860  HISTORY     - 1987     GOOD             USPSQD
 TR1860  HISTORY     - 1987     POOR             USPSQD
 TR1860
 TR1860                          STATION DESCRIPTION
 TR1860
 TR1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR1860'LOCATED IN SOUTH BELLINGHAM, ABOUT 450 FEET WEST OF THE JUNCTION OF
 TR1860'SOUTH STATE STREET AND ADAMS STREET, 5 FEET SOUTHEAST OF THE TOP
 TR1860'EDGE OF A RAILROAD CUT AND AT THE NORTHWEST EDGE OF AN UNCULTIVATED
 TR1860'AREA.
 TR1860'
 TR1860'THE STATION IS THE CENTER OF A 3-INCH GALVANIZED, VERTICAL PIPE
 TR1860'SET IN CONCRETE AND PROJECTING 5.4 FEET ABOVE THE SURFACE OF THE
 TR1860'GROUND.  A 4 FOOT YELLOW TRIANGULAR DAYMARK WITH A 2 INCH BLACK
 TR1860'VERTICAL STRIPE IS FASTENED TO THE NORTHWEST SIDE OF THE PIPE.
 TR1860'
 TR1860'LOCATED BY TRAVERSE FROM NEARBY TRAVERSE STATION BELBAY R.M. 1,
 TR1860'1967.  THE DISTANCE BEING 74.78 FEET SOUTHEAST OF BELBAY R.M. 1.
 TR1860
 TR1860                          STATION RECOVERY (1980)
 TR1860
 TR1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TR1860'RECOVERED AS DESCRIBED.
 TR1860
 TR1860                          STATION RECOVERY (1983)
 TR1860
 TR1860'RECOVERY NOTE BY US POWER SQUADRON 1983 (HRH)
 TR1860'BEL BAY NO 1, 1967 MARK IN GOOD CONDITION.
 TR1860'
 TR1860'THIS MARK NOW APPROACHED VIA NEW (1982) BOULEVARD PARK, SOUTH
 TR1860'ENTRANCE.  THENCE ACROSS WOODEN PASSENGER TREATLE TO FOOT PATH
 TR1860'LEADING SOUTH AND PARALLEL TO RR TRACKS TO KNOLL (EXT. 50 FEET)
 TR1860'BOARDERED BY RR TRADES ON EAST AND BELLINGHAM BAY ON WEST.  USING
 TR1860'HAND COMPARE AND ESTIMATING DISTANCES AND DIRECTIONS, DATA
 TR1860'PROVIDED ON HORIZONTAL CONTROL DATA SHEET ARE ACCURATE.  BEL BAY MARK
 TR1860'NO 1 (1967) IS READILY LOCATED.  (SEE ATTACHED).
 TR1860
 TR1860                          STATION RECOVERY (1987)
 TR1860
 TR1860'RECOVERY NOTE BY US POWER SQUADRON 1987 (SG)
 TR1860'RECOVERED IN GOOD CONDITION.
 TR1860
 TR1860                          STATION RECOVERY (1987)
 TR1860
 TR1860'RECOVERY NOTE BY US POWER SQUADRON 1987 (KF)
 TR1860'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1876 ***********************************************************************
 TR1876  DESIGNATION -  BELLINGHAM MEAS NAUT SW RNG FR
 TR1876  PID         -  TR1876
 TR1876  STATE/COUNTY-  WA/WHATCOM
 TR1876  USGS QUAD   -  ELIZA ISLAND (1995)
 TR1876
 TR1876                         *CURRENT SURVEY CONTROL
 TR1876  ___________________________________________________________________
 TR1876* NAD 83(1991)-  48 43 43.11364(N)    122 30 19.10042(W)     ADJUSTED  
 TR1876* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 TR1876  ___________________________________________________________________
 TR1876  LAPLACE CORR-           7.43  (seconds)                    DEFLEC99
 TR1876  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TR1876
 TR1876  HORZ ORDER  -  THIRD
 TR1876
 TR1876.The horizontal coordinates were established by classical geodetic methods
 TR1876.and adjusted by the National Geodetic Survey in December 1991..
 TR1876
 TR1876.The orthometric height was scaled from a topographic map.
 TR1876
 TR1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1876
 TR1876.The geoid height was determined by GEOID03.
 TR1876
 TR1876;                    North         East     Units Scale Factor Converg.
 TR1876;SPC WA N     -   193,537.920   377,005.341   MT  0.99999912   -1 14 41.3
 TR1876;SPC WA N     -   634,965.66  1,236,891.69   sFT  0.99999912   -1 14 41.3
 TR1876;UTM  10      - 5,397,409.028   536,379.288   MT  0.99961626   +0 22 18.5
 TR1876
 TR1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1876!SPC WA N     -   1.00000242  x   0.99999912  =   1.00000154
 TR1876!UTM  10      -   1.00000242  x   0.99961626  =   0.99961868
 TR1876
 TR1876                          SUPERSEDED SURVEY CONTROL
 TR1876
 TR1876  NAD 83(1986)-  48 43 43.11497(N)    122 30 19.10308(W) AD(       ) 4
 TR1876  NAD 27      -  48 43 43.72860(N)    122 30 14.48880(W) AD(       ) 3
 TR1876
 TR1876.Superseded values are not recommended for survey control.
 TR1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1876.See file dsdata.txt to determine how the superseded data were derived.
 TR1876
 TR1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3637997409(NAD 83)
 TR1876_MARKER: 15 = RANGE MARKER
 TR1876
 TR1876  HISTORY     - Date     Condition        Report By
 TR1876  HISTORY     - 1967     FIRST OBSERVED   CGS
 TR1876  HISTORY     - 1980     GOOD             NGS
 TR1876  HISTORY     - 1987     POOR             USPSQD
 TR1876
 TR1876                          STATION DESCRIPTION
 TR1876
 TR1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR1876'LOCATED IN SOUTH BELLINGHAM, ABOUT 500 FEET WEST OF THE JUNCTION OF
 TR1876'SOUTH STATE STREET AND ADAMS STREET, ON A KNOLL FORMED BY A RAILROAD
 TR1876'CUT AND 18 FEET NORTHWEST OF THE TOP EDGE OF THE CUT.
 TR1876'
 TR1876'THE STATION IS THE CENTER OF A 3-INCH GALVANIZED, VERTICAL PIPE
 TR1876'SET IN CONCRETE AND PROJECTING 8.7 FEET ABOVE THE GROUND.  A 4-FOOT
 TR1876'YELLOW TRIANGULAR DAYMARK WITH A BLACK 2-INCH VERTICAL STRIPE IS
 TR1876'FASTENED TO THE NORTHWEST SIDE OF THE PIPE.
 TR1876'
 TR1876'LOCATED BY TRAVERSE FROM NEARBY TRAVERSE STATION BELBAY R.M. 1.
 TR1876'1967.  THE DISTANCE BEING 6.97 FEET NORTHWEST OF BELBAY R.M. 1.
 TR1876
 TR1876                          STATION RECOVERY (1980)
 TR1876
 TR1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TR1876'RECOVERED AS DESCRIBED.
 TR1876
 TR1876                          STATION RECOVERY (1987)
 TR1876
 TR1876'RECOVERY NOTE BY US POWER SQUADRON 1987 (KF)
 TR1876'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1016 ***********************************************************************
 TR1016  DESIGNATION -  BELLINGHAM MT BAKER THEATRE TR
 TR1016  PID         -  TR1016
 TR1016  STATE/COUNTY-  WA/WHATCOM
 TR1016  USGS QUAD   -  BELLINGHAM NORTH (1994)
 TR1016
 TR1016                         *CURRENT SURVEY CONTROL
 TR1016  ___________________________________________________________________
 TR1016* NAD 83(1991)-  48 45 07.56601(N)    122 28 39.71623(W)     ADJUSTED  
 TR1016* NAVD 88     -                                                        
 TR1016  ___________________________________________________________________
 TR1016  LAPLACE CORR-           7.82  (seconds)                    DEFLEC99
 TR1016  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TR1016
 TR1016  HORZ ORDER  -  THIRD
 TR1016
 TR1016.The horizontal coordinates were established by classical geodetic methods
 TR1016.and adjusted by the National Geodetic Survey in December 1991..
 TR1016
 TR1016
 TR1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1016
 TR1016.The geoid height was determined by GEOID03.
 TR1016
 TR1016;                    North         East     Units Scale Factor Converg.
 TR1016;SPC WA N     -   196,102.321   379,091.590   MT  1.00000358   -1 13 27.3
 TR1016;SPC WA N     -   643,379.03  1,243,736.32   sFT  1.00000358   -1 13 27.3
 TR1016;UTM  10      - 5,400,030.263   538,391.580   MT  0.99961811   +0 23 33.7
 TR1016
 TR1016                          SUPERSEDED SURVEY CONTROL
 TR1016
 TR1016  NAD 83(1986)-  48 45 07.56735(N)    122 28 39.71792(W) AD(       ) 4
 TR1016  NAD 27      -  48 45 08.17000(N)    122 28 35.11000(W) AD(       ) 3
 TR1016
 TR1016.Superseded values are not recommended for survey control.
 TR1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1016.See file dsdata.txt to determine how the superseded data were derived.
 TR1016
 TR1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3839200030(NAD 83)
 TR1016_MARKER: 55 = TOWER
 TR1016
 TR1016  HISTORY     - Date     Condition        Report By
 TR1016  HISTORY     - 1927     FIRST OBSERVED   CGS
 TR1016  HISTORY     - 1950     GOOD             CGS
 TR1016  HISTORY     - 1963     GOOD             CGS
 TR1016  HISTORY     - 1980     GOOD             NGS
 TR1016  HISTORY     - 1987     GOOD             USPSQD
 TR1016
 TR1016                          STATION DESCRIPTION
 TR1016
 TR1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1016'IS A CONSPICUOUS WHITE TOWER WITH GILT DOME ON CHAMPION AND N
 TR1016'COMMERCIAL STREETS, BELLINGHAM.
 TR1016
 TR1016                          STATION RECOVERY (1950)
 TR1016
 TR1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1016'STATION WAS RECOVERED.  IT IS LOCATED IN THE CENTRAL PART OF THE
 TR1016'BUSINESS DISTRICT OF BELLINGHAM, ON THE NE CORNER OF WEST CHAMPION
 TR1016'AND NORTH COMMERCIAL STREETS, ABOUT 23.5 METERS N OF THE CENTER
 TR1016'LINE OF WEST CHAMPION STREET, ABOUT 30 METERS E OF THE CENTER LINE
 TR1016'OF NORTH COMMERCIAL STREET, ON THE MOUNT BAKER THEATRE, A CONSPICUOUS
 TR1016'WHITE TOWER WITH A GILT DOME.
 TR1016
 TR1016                          STATION RECOVERY (1963)
 TR1016
 TR1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 TR1016'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR1016
 TR1016                          STATION RECOVERY (1980)
 TR1016
 TR1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TR1016'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR1016
 TR1016                          STATION RECOVERY (1987)
 TR1016
 TR1016'RECOVERY NOTE BY US POWER SQUADRON 1987 (KF)
 TR1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1812 ***********************************************************************
 TR1812  DESIGNATION -  BELLINGHAM NORTH CEMENT STACK
 TR1812  PID         -  TR1812
 TR1812  STATE/COUNTY-  WA/WHATCOM
 TR1812  USGS QUAD   -  FERNDALE (1994)
 TR1812
 TR1812                         *CURRENT SURVEY CONTROL
 TR1812  ___________________________________________________________________
 TR1812* NAD 83(1991)-  48 46 06.47029(N)    122 31 26.48014(W)     ADJUSTED  
 TR1812* NAVD 88     -                                                        
 TR1812  ___________________________________________________________________
 TR1812  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 TR1812  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TR1812
 TR1812  HORZ ORDER  -  THIRD
 TR1812
 TR1812.The horizontal coordinates were established by classical geodetic methods
 TR1812.and adjusted by the National Geodetic Survey in December 1991..
 TR1812
 TR1812
 TR1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1812
 TR1812.The geoid height was determined by GEOID03.
 TR1812
 TR1812;                    North         East     Units Scale Factor Converg.
 TR1812;SPC WA N     -   197,995.267   375,726.000   MT  1.00000680   -1 15 31.5
 TR1812;SPC WA N     -   649,589.47  1,232,694.39   sFT  1.00000680   -1 15 31.5
 TR1812;UTM  10      - 5,401,826.795   534,975.247   MT  0.99961503   +0 21 28.7
 TR1812
 TR1812                          SUPERSEDED SURVEY CONTROL
 TR1812
 TR1812  NAD 83(1986)-  48 46 06.47223(N)    122 31 26.48139(W) AD(       ) 4
 TR1812  NAD 27      -  48 46 07.08000(N)    122 31 21.88000(W) AD(       ) 3
 TR1812
 TR1812.Superseded values are not recommended for survey control.
 TR1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1812.See file dsdata.txt to determine how the superseded data were derived.
 TR1812
 TR1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3497501827(NAD 83)
 TR1812_MARKER: 63 = STACK
 TR1812
 TR1812  HISTORY     - Date     Condition        Report By
 TR1812  HISTORY     - 1927     FIRST OBSERVED   CGS
 TR1812  HISTORY     - 1949     GOOD             CGS
 TR1812  HISTORY     - 1980     GOOD             NGS
 TR1812  HISTORY     - 1987     GOOD             USPSQD
 TR1812
 TR1812                          STATION DESCRIPTION
 TR1812
 TR1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1812'NEW STACK LOCATED IN 1927 IS NOW NORTH CEMENT STACK AND IS SO
 TR1812'DESIGNATED.
 TR1812
 TR1812                          STATION RECOVERY (1949)
 TR1812
 TR1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 TR1812'STATION WAS RECOVERED.
 TR1812'
 TR1812'STATION IS LOCATED AT THE W EDGE OF BELLINGHAM, ABOUT 200
 TR1812'METERS SW OF MARINE DRIVE (MARIETTA ROAD), ABOUT 500 METERS NW
 TR1812'OF THE BRIDGE OVER SQUALICUM CREEK, ABOUT 200 METERS NE OF THE
 TR1812'SHORE OF BELLINGHAM BAY, ON THE PROPERTY OF THE OLYMPIC PORTLAND
 TR1812'CEMENT COMPANY, THE NE OF THREE CONCRETE STACKS ABOUT 115 FEET
 TR1812'HIGH.  THE STACK BEARS THE LETTER C ON THE E SIDE NEAR THE TOP.
 TR1812
 TR1812                          STATION RECOVERY (1980)
 TR1812
 TR1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TR1812'RECOVERED AS DESCRIBED.  IT IS THE ONLY ONE REMAINING OF THE THREE
 TR1812'STACKS AT THE CONCRETE COMPANY YARD.
 TR1812
 TR1812                          STATION RECOVERY (1987)
 TR1812
 TR1812'RECOVERY NOTE BY US POWER SQUADRON 1987 (SG)
 TR1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1818 ***********************************************************************
 TR1818  DESIGNATION -  BELLINGHAM OESER CEDAR CO CHIM
 TR1818  PID         -  TR1818
 TR1818  STATE/COUNTY-  WA/WHATCOM
 TR1818  USGS QUAD   -  FERNDALE (1994)
 TR1818
 TR1818                         *CURRENT SURVEY CONTROL
 TR1818  ___________________________________________________________________
 TR1818* NAD 83(1991)-  48 46 08.17742(N)    122 30 59.17154(W)     ADJUSTED  
 TR1818* NAVD 88     -                                                        
 TR1818  ___________________________________________________________________
 TR1818  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 TR1818  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 TR1818
 TR1818  HORZ ORDER  -  THIRD
 TR1818
 TR1818.The horizontal coordinates were established by classical geodetic methods
 TR1818.and adjusted by the National Geodetic Survey in December 1991..
 TR1818
 TR1818
 TR1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1818
 TR1818.The geoid height was determined by GEOID03.
 TR1818
 TR1818;                    North         East     Units Scale Factor Converg.
 TR1818;SPC WA N     -   198,035.766   376,284.652   MT  1.00000689   -1 15 11.2
 TR1818;SPC WA N     -   649,722.34  1,234,527.23   sFT  1.00000689   -1 15 11.2
 TR1818;UTM  10      - 5,401,883.018   535,532.316   MT  0.99961551   +0 21 49.2
 TR1818
 TR1818                          SUPERSEDED SURVEY CONTROL
 TR1818
 TR1818  NAD 83(1986)-  48 46 08.17881(N)    122 30 59.17308(W) AD(       ) 4
 TR1818  NAD 27      -  48 46 08.79130(N)    122 30 54.55310(W) AD(       ) 3
 TR1818
 TR1818.Superseded values are not recommended for survey control.
 TR1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1818.See file dsdata.txt to determine how the superseded data were derived.
 TR1818
 TR1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3553201883(NAD 83)
 TR1818_MARKER: 85 = CHIMNEY
 TR1818
 TR1818  HISTORY     - Date     Condition        Report By
 TR1818  HISTORY     - 1927     FIRST OBSERVED   CGS
 TR1818  HISTORY     - 1941     GOOD             CGS
 TR1818  HISTORY     - 1949     GOOD             CGS
 TR1818  HISTORY     - 1967     GOOD             CGS
 TR1818  HISTORY     - 1971     GOOD             NGS
 TR1818  HISTORY     - 1980     GOOD             NGS
 TR1818  HISTORY     - 19820827 GOOD             NGS
 TR1818  HISTORY     - 1987     GOOD             USPSQD
 TR1818
 TR1818                          STATION DESCRIPTION
 TR1818
 TR1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1818'A VERY CONSPICUOUS TALL WHITE CEMENT STACK ON THE REFINING PLANT N
 TR1818'OF BELLINGHAM.
 TR1818
 TR1818                          STATION RECOVERY (1941)
 TR1818
 TR1818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS)
 TR1818'THE PROMINENT SINGLE CHIMNEY STANDING 1/3 MILE E OF THE BELLINGHAM
 TR1818'GRAIN ELEVATOR WHICH IS MARKED BY TRIPLE CHIMNEYS.
 TR1818
 TR1818                          STATION RECOVERY (1949)
 TR1818
 TR1818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 TR1818'STATION WAS RECOVERED.
 TR1818'
 TR1818'A NEW DESCRIPTION FOLLOWS--
 TR1818'
 TR1818'STATION IS LOCATED IN THE NW PART OF BELLINGHAM, ABOUT 200 METERS NE
 TR1818'OF MARINE DRIVE (MARIETTA ROAD), ABOUT 250 METERS N OF THE BRIDGE
 TR1818'OVER SQUALICUM CREEK, ABOUT 550 METERS E OF THE THREE LARGE CONCRETE
 TR1818'STACKS AT THE OLYMPIC PORTLAND CEMENT COMPANY, ON PROPERTY NOW
 TR1818'OWNED AND OCCUPIED BY THE OESER CEDAR COMPANY, A LARGE CONCRETE
 TR1818'STACK ABOUT 140 FEET HIGH.
 TR1818'
 TR1818'THE STACK IS THE ONLY REMAINS OF AN UNCOMPLETED SUGAR REFINERY AND IS
 TR1818'NOT NOW IN USE BY THE PRESENT OWNERS.
 TR1818
 TR1818                          STATION RECOVERY (1967)
 TR1818
 TR1818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR1818'RECOVERED IN GOOD CONDITION.  LOCATED IN THE NORTHWEST SECTION OF
 TR1818'THE CITY OF BELLINGHAM, ABOUT 1000 FEET EAST OF THE JUNCTION OF
 TR1818'ELDRIDGE AVENUE AND BENNETT AVENUE AND ON THE GROUNDS OF THE OESER
 TR1818'CEDAR COMPANY.
 TR1818'
 TR1818'THE STATION IS THE CENTER OF THE TOP OF A LARGE LONE CONCRETE STACK,
 TR1818'ABOUT 140 FEET HIGH.
 TR1818
 TR1818                          STATION RECOVERY (1971)
 TR1818
 TR1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (PDC)
 TR1818'THE STATION WAS RECOVERED AS DESCRIBED.
 TR1818
 TR1818                          STATION RECOVERY (1980)
 TR1818
 TR1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TR1818'RECOVERED AS DESCRIBED IN 1967.
 TR1818
 TR1818                          STATION RECOVERY (1982)
 TR1818
 TR1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 TR1818'RECOVERED AS DESCRIBED.
 TR1818
 TR1818                          STATION RECOVERY (1987)
 TR1818
 TR1818'RECOVERY NOTE BY US POWER SQUADRON 1987 (KF)
 TR1818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0999 ***********************************************************************
 TR0999  DESIGNATION -  BELLINGHAM SUNSET HEIGHTS TANK
 TR0999  PID         -  TR0999
 TR0999  STATE/COUNTY-  WA/WHATCOM
 TR0999  USGS QUAD   -  BELLINGHAM SOUTH (1995)
 TR0999
 TR0999                         *CURRENT SURVEY CONTROL
 TR0999  ___________________________________________________________________
 TR0999* NAD 83(1991)-  48 43 58.78182(N)    122 29 27.12364(W)     ADJUSTED  
 TR0999* NAVD 88     -                                                        
 TR0999  ___________________________________________________________________
 TR0999  LAPLACE CORR-           8.05  (seconds)                    DEFLEC99
 TR0999  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TR0999
 TR0999  HORZ ORDER  -  THIRD
 TR0999
 TR0999.The horizontal coordinates were established by classical geodetic methods
 TR0999.and adjusted by the National Geodetic Survey in December 1991..
 TR0999
 TR0999
 TR0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0999
 TR0999.The geoid height was determined by GEOID03.
 TR0999
 TR0999;                    North         East     Units Scale Factor Converg.
 TR0999;SPC WA N     -   193,998.825   378,077.696   MT  0.99999994   -1 14 02.6
 TR0999;SPC WA N     -   636,477.81  1,240,409.91   sFT  0.99999994   -1 14 02.6
 TR0999;UTM  10      - 5,397,899.815   537,437.808   MT  0.99961722   +0 22 57.7
 TR0999
 TR0999                          SUPERSEDED SURVEY CONTROL
 TR0999
 TR0999  NAD 83(1986)-  48 43 58.78051(N)    122 29 27.12157(W) AD(       ) 4
 TR0999  NAD 27      -  48 43 59.39500(N)    122 29 22.51800(W) AD(       ) 3
 TR0999
 TR0999.Superseded values are not recommended for survey control.
 TR0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0999.See file dsdata.txt to determine how the superseded data were derived.
 TR0999
 TR0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3743897900(NAD 83)
 TR0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0999+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 TR0999
 TR0999  HISTORY     - Date     Condition        Report By
 TR0999  HISTORY     - 1951     MONUMENTED       CGS
 TR0999  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TR0999  HISTORY     - 1987     GOOD             USPSQD
 TR0999  HISTORY     - 20030318 GOOD             USPSQD
 TR0999
 TR0999                          STATION DESCRIPTION
 TR0999
 TR0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (CWC)
 TR0999'STATION IS LOCATED AT BELLINGHAM, ABOUT 1-1/4 MILES SW OF THE
 TR0999'BUSINESS SECTION, 0.35 MILE SW OF THE WESTERN WASHINGTON COLLEGE
 TR0999'OF EDUCATION AUDITORIUM, 35 METERS S OF THE CENTER LINE OF HIGH
 TR0999'STREET EXT., AN ELEVATED SILVER PAINTED STEEL WATER TANK,
 TR0999'SUPPORTED BY FOUR TUBULAR STEEL LEGS.  THE TANK IS 90 FEET HIGH.
 TR0999'
 TR0999'THIS IS AN INTERSECTION STATION.
 TR0999
 TR0999                          STATION RECOVERY (1963)
 TR0999
 TR0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 TR0999'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 TR0999'PROVED TO BE ADEQUATE.
 TR0999
 TR0999                          STATION RECOVERY (1987)
 TR0999
 TR0999'RECOVERY NOTE BY US POWER SQUADRON 1987 (SG)
 TR0999'RECOVERED IN GOOD CONDITION.
 TR0999
 TR0999                          STATION RECOVERY (2003)
 TR0999
 TR0999'RECOVERY NOTE BY US POWER SQUADRON 2003 (TAH)
 TR0999'NOTE THAT DESCRIBED 'SILVER PAINTED STEEL WATER TANK' HAS NOW BEEN
 TR0999'REPAINTED GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1017 ***********************************************************************
 TR1017  DESIGNATION -  BELLINGHAM UPTOWN TANK
 TR1017  PID         -  TR1017
 TR1017  STATE/COUNTY-  WA/WHATCOM
 TR1017  USGS QUAD   -  BELLINGHAM NORTH (1994)
 TR1017
 TR1017                         *CURRENT SURVEY CONTROL
 TR1017  ___________________________________________________________________
 TR1017* NAD 83(1991)-  48 45 06.18502(N)    122 28 50.47505(W)     ADJUSTED  
 TR1017* NAVD 88     -                                                        
 TR1017  ___________________________________________________________________
 TR1017  LAPLACE CORR-           7.72  (seconds)                    DEFLEC99
 TR1017  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TR1017
 TR1017  HORZ ORDER  -  THIRD
 TR1017
 TR1017.The horizontal coordinates were established by classical geodetic methods
 TR1017.and adjusted by the National Geodetic Survey in December 1991..
 TR1017
 TR1017
 TR1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1017
 TR1017.The geoid height was determined by GEOID03.
 TR1017
 TR1017;                    North         East     Units Scale Factor Converg.
 TR1017;SPC WA N     -   196,064.371   378,870.964   MT  1.00000351   -1 13 35.4
 TR1017;SPC WA N     -   643,254.52  1,243,012.49   sFT  1.00000351   -1 13 35.4
 TR1017;UTM  10      - 5,399,986.120   538,172.198   MT  0.99961790   +0 23 25.6
 TR1017
 TR1017                          SUPERSEDED SURVEY CONTROL
 TR1017
 TR1017  NAD 83(1986)-  48 45 06.18639(N)    122 28 50.47689(W) AD(       ) 4
 TR1017  NAD 27      -  48 45 06.79700(N)    122 28 45.88900(W) AD(       ) 3
 TR1017
 TR1017.Superseded values are not recommended for survey control.
 TR1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1017.See file dsdata.txt to determine how the superseded data were derived.
 TR1017
 TR1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3817299986(NAD 83)
 TR1017_MARKER: 53 = ELEVATED TANK
 TR1017
 TR1017  HISTORY     - Date     Condition        Report By
 TR1017  HISTORY     - 1927     FIRST OBSERVED   CGS
 TR1017  HISTORY     - 1950     GOOD             CGS
 TR1017  HISTORY     - 1958     GOOD             CGS
 TR1017  HISTORY     - 1980     GOOD             NGS
 TR1017  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 TR1017
 TR1017                          STATION DESCRIPTION
 TR1017
 TR1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1017'IS A LARGE BLACK TANK ON AN UPTOWN BUILDING.
 TR1017
 TR1017                          STATION RECOVERY (1950)
 TR1017
 TR1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1017'STATION WAS RECOVERED.  IT IS IN THE CENTER OF THE BUSINESS SECTION
 TR1017'OF BELLINGHAM, IN THE TRIANGLE FORMED BY WEST CHAMPION, BAY, AND
 TR1017'PROSPECT STREETS.  IT IS AN ELEVATED GRAY WOODEN TANK MOUNTED ABOVE
 TR1017'THE B. B. FURNITURE CO. BUILDING.
 TR1017
 TR1017                          STATION RECOVERY (1958)
 TR1017
 TR1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 TR1017'THE TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.W.C. IN
 TR1017'1950.  THE DESCRIPTION IS ADEQUATE, AND COMPLETE.
 TR1017
 TR1017                          STATION RECOVERY (1980)
 TR1017
 TR1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TR1017'RECOVERED AS DESCRIBED.
 TR1017
 TR1017                          STATION RECOVERY (1987)
 TR1017
 TR1017'RECOVERY NOTE BY US POWER SQUADRON 1987 (SG)
 TR1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1824 ***********************************************************************
 TR1824  DESIGNATION -  BELLINGHAM USWB STORM WARN MST
 TR1824  PID         -  TR1824
 TR1824  STATE/COUNTY-  WA/WHATCOM
 TR1824  USGS QUAD   -  FERNDALE (1994)
 TR1824
 TR1824                         *CURRENT SURVEY CONTROL
 TR1824  ___________________________________________________________________
 TR1824* NAD 83(1991)-  48 45 24.42458(N)    122 30 13.35171(W)     ADJUSTED  
 TR1824* NAVD 88     -                                                        
 TR1824  ___________________________________________________________________
 TR1824  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 TR1824  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 TR1824
 TR1824  HORZ ORDER  -  THIRD
 TR1824
 TR1824.The horizontal coordinates were established by classical geodetic methods
 TR1824.and adjusted by the National Geodetic Survey in December 1991..
 TR1824
 TR1824
 TR1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1824
 TR1824.The geoid height was determined by GEOID03.
 TR1824
 TR1824;                    North         East     Units Scale Factor Converg.
 TR1824;SPC WA N     -   196,664.154   377,190.714   MT  1.00000449   -1 14 37.1
 TR1824;SPC WA N     -   645,222.31  1,237,499.87   sFT  1.00000449   -1 14 37.1
 TR1824;UTM  10      - 5,400,538.040   536,476.349   MT  0.99961635   +0 22 23.4
 TR1824
 TR1824                          SUPERSEDED SURVEY CONTROL
 TR1824
 TR1824  NAD 83(1986)-  48 45 24.42599(N)    122 30 13.35403(W) AD(       ) 4
 TR1824  NAD 27      -  48 45 25.03500(N)    122 30 08.73810(W) AD(       ) 3
 TR1824
 TR1824.Superseded values are not recommended for survey control.
 TR1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1824.See file dsdata.txt to determine how the superseded data were derived.
 TR1824
 TR1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3647600538(NAD 83)
 TR1824
 TR1824  HISTORY     - Date     Condition        Report By
 TR1824  HISTORY     - 1967     MONUMENTED       CGS
 TR1824  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TR1824  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 TR1824
 TR1824                          STATION DESCRIPTION
 TR1824
 TR1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR1824'LOCATED IN THE CITY OF BELLINGHAM, ABOUT 3/8 MILE SOUTHEAST OF THE
 TR1824'MOUTH OF SQUALICUM SMALL BOAT HARBOR.
 TR1824'
 TR1824'THE STATION IS THE TOP OF A LONE, TUBULAR POLE ATOP A 4 LEGGED,
 TR1824'SKELETON STEEL TOWER, FROM WHICH STORM WARNING FLAGS ARE DISPLAYED.
 TR1824'THE OVERALL HEIGHTH OF THE MAST IS ABOUT 60 FEET.  IT IS ABOUT 60
 TR1824'FEET SOUTHEAST OF THE SQUALICUM HARBOR OFFICE BUILDING AND ON A
 TR1824'4-PILE UNDERSTRUCTURE ADJACENT TO THE SOUTHWEST FACE OF THE
 TR1824'BULKHEAD.
 TR1824
 TR1824                          STATION RECOVERY (1984)
 TR1824
 TR1824'RECOVERY NOTE BY US POWER SQUADRON 1984 (MP)
 TR1824'STATION DESTROYED.
 TR1824'
 TR1824'MISSING.  THE STATION, POLE AND TOWER WERE REMOVED THREE YEARS AGO
 TR1824'WHEN THE SQUAUCUM ESPLINADE WAS BUILT.
 TR1824
 TR1824                          STATION RECOVERY (1987)
 TR1824
 TR1824'RECOVERY NOTE BY US POWER SQUADRON 1987 (SG)
 TR1824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3028 ***********************************************************************
 SY3028  DESIGNATION -  BELMARLOW SAWMILL STACK
 SY3028  PID         -  SY3028
 SY3028  STATE/COUNTY-  WA/PIERCE
 SY3028  USGS QUAD   -  STEILACOOM (1994)
 SY3028
 SY3028                         *CURRENT SURVEY CONTROL
 SY3028  ___________________________________________________________________
 SY3028* NAD 83(1991)-  47 14 36.51091(N)    122 33 31.85186(W)     ADJUSTED  
 SY3028* NAVD 88     -                                                        
 SY3028  ___________________________________________________________________
 SY3028  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 SY3028  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY3028
 SY3028  HORZ ORDER  -  THIRD
 SY3028
 SY3028.The horizontal coordinates were established by classical geodetic methods
 SY3028.and adjusted by the National Geodetic Survey in December 1991..
 SY3028
 SY3028
 SY3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3028
 SY3028.The geoid height was determined by GEOID03.
 SY3028
 SY3028;                    North         East     Units Scale Factor Converg.
 SY3028;SPC WA S     -   214,354.167   344,145.749   MT  0.99998068   -1 29 43.9
 SY3028;SPC WA S     -   703,260.30  1,129,084.84   sFT  0.99998068   -1 29 43.9
 SY3028;SPC WA N     -    28,535.040   369,365.047   MT  1.00005771   -1 17 04.8
 SY3028;SPC WA N     -    93,618.71  1,211,825.16   sFT  1.00005771   -1 17 04.8
 SY3028;UTM  10      - 5,232,315.583   533,386.167   MT  0.99961370   +0 19 26.1
 SY3028
 SY3028                          SUPERSEDED SURVEY CONTROL
 SY3028
 SY3028  NAD 83(1986)-  47 14 36.50607(N)    122 33 31.86244(W) AD(       ) 4
 SY3028  NAD 27      -  47 14 37.14900(N)    122 33 27.40900(W) AD(       ) 3
 SY3028
 SY3028.Superseded values are not recommended for survey control.
 SY3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3028.See file dsdata.txt to determine how the superseded data were derived.
 SY3028
 SY3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3338632316(NAD 83)
 SY3028_MARKER: 63 = STACK
 SY3028
 SY3028  HISTORY     - Date     Condition        Report By
 SY3028  HISTORY     - 1924     FIRST OBSERVED   CGS
 SY3028  HISTORY     - 1964     MARK NOT FOUND   CGS
 SY3028  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY3028
 SY3028                          STATION DESCRIPTION
 SY3028
 SY3028'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CMB)
 SY3028'THE STATION WAS SEARCHED FOR BUT NOT FOUND.
 SY3028
 SY3028                          STATION RECOVERY (1965)
 SY3028
 SY3028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY3028'THE STATION WAS PLOTTED AND THERE IS NO PROMINENT STACK IN THE
 SY3028'GENERAL VICINITY AT THE PRESENT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1797 ***********************************************************************
 SY1797  DESIGNATION -  BELT
 SY1797  PID         -  SY1797
 SY1797  STATE/COUNTY-  WA/MASON
 SY1797  USGS QUAD   -  SUMMIT LAKE (1981)
 SY1797
 SY1797                         *CURRENT SURVEY CONTROL
 SY1797  ___________________________________________________________________
 SY1797* NAD 83(1991)-  47 07 12.26278(N)    123 02 44.51864(W)     ADJUSTED  
 SY1797* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY1797  ___________________________________________________________________
 SY1797  LAPLACE CORR-          -7.80  (seconds)                    DEFLEC99
 SY1797  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SY1797
 SY1797  HORZ ORDER  -  THIRD
 SY1797
 SY1797.The horizontal coordinates were established by classical geodetic methods
 SY1797.and adjusted by the National Geodetic Survey in December 1991..
 SY1797
 SY1797.The orthometric height was scaled from a topographic map.
 SY1797
 SY1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1797
 SY1797.The geoid height was determined by GEOID03.
 SY1797
 SY1797;                    North         East     Units Scale Factor Converg.
 SY1797;SPC WA S     -   201,718.253   306,860.071   MT  0.99995820   -1 50 57.1
 SY1797;SPC WA S     -   661,803.97  1,006,756.75   sFT  0.99995820   -1 50 57.1
 SY1797;UTM  10      - 5,218,508.540   496,533.451   MT  0.99960015   -0 02 00.6
 SY1797
 SY1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1797!SPC WA S     -   1.00000304  x   0.99995820  =   0.99996124
 SY1797!UTM  10      -   1.00000304  x   0.99960015  =   0.99960318
 SY1797
 SY1797|---------------------------------------------------------------------|
 SY1797| PID    Reference Object                     Distance      Geod. Az  |
 SY1797|                                                           dddmmss.s |
 SY1797| DD9396 BELT RM 2                            26.642 METERS 08043     |
 SY1797| SY1787 SLAM                                APPROX. 1.3 KM 0854745.1 |
 SY1797| DD9395 BELT RM 1                            10.400 METERS 34855     |
 SY1797|---------------------------------------------------------------------|
 SY1797
 SY1797                          SUPERSEDED SURVEY CONTROL
 SY1797
 SY1797  NAD 83(1986)-  47 07 12.26076(N)    123 02 44.52828(W) AD(       ) 3
 SY1797  NAD 27      -  47 07 12.91100(N)    123 02 40.00900(W) AD(       ) 3
 SY1797
 SY1797.Superseded values are not recommended for survey control.
 SY1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1797.See file dsdata.txt to determine how the superseded data were derived.
 SY1797
 SY1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9653318509(NAD 83)
 SY1797_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1797
 SY1797  HISTORY     - Date     Condition        Report By
 SY1797  HISTORY     - 1936     MONUMENTED       CGS
 SY1797
 SY1797                          STATION DESCRIPTION
 SY1797
 SY1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1797'THE STATION IS LOCATED ON THE N SIDE OF TOTTEN INLET ABOUT 1/2
 SY1797'MILE N OF BURNS POINT.  IT IS IN FRONT OF A GRAVEL BLUFF ABOUT 40
 SY1797'FEET HIGH.  STATION COVERS ABOUT 6 FEET AT HIGH WATER.
 SY1797'
 SY1797'STATION AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS SET IN
 SY1797'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY1797'
 SY1797'REFERENCE MARK NO.1 IS SET DIRECTLY INSHORE FROM THE STATION AT
 SY1797'THE FOOT OF THE BLUFF.
 SY1797'
 SY1797'REFERENCE MARK NO.2 IS MARKED, AS DESCRIBED IN NOTE 12C, BY A
 SY1797'STANDARD BRONZE DISK SET EASTWARD FROM THE STATION IN THE TOP OF
 SY1797'A BOULDER WHICH PROJECTS ABOUT 18 INCHES ABOVE THE LEVEL OF THE
 SY1797'BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1664 ***********************************************************************
 TR1664  DESIGNATION -  BELT
 TR1664  PID         -  TR1664
 TR1664  STATE/COUNTY-  WA/JEFFERSON
 TR1664  USGS QUAD   -  PORT TOWNSEND SOUTH (1981)
 TR1664
 TR1664                         *CURRENT SURVEY CONTROL
 TR1664  ___________________________________________________________________
 TR1664* NAD 83(1991)-  48 02 15.19226(N)    122 45 19.47617(W)     ADJUSTED  
 TR1664* NAVD 88     -                                                        
 TR1664  ___________________________________________________________________
 TR1664  LAPLACE CORR-          -9.59  (seconds)                    DEFLEC99
 TR1664  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 TR1664
 TR1664  HORZ ORDER  -  THIRD
 TR1664
 TR1664.The horizontal coordinates were established by classical geodetic methods
 TR1664.and adjusted by the National Geodetic Survey in December 1991..
 TR1664
 TR1664
 TR1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1664
 TR1664.The geoid height was determined by GEOID03.
 TR1664
 TR1664;                    North         East     Units Scale Factor Converg.
 TR1664;SPC WA N     -   117,147.068   356,691.511   MT  0.99994323   -1 25 51.7
 TR1664;SPC WA N     -   384,340.01  1,170,245.40   sFT  0.99994323   -1 25 51.7
 TR1664;UTM  10      - 5,320,503.080   518,232.060   MT  0.99960408   +0 10 54.7
 TR1664
 TR1664                          SUPERSEDED SURVEY CONTROL
 TR1664
 TR1664  NAD 83(1986)-  48 02 15.19162(N)    122 45 19.48156(W) AD(       ) 4
 TR1664  NAD 27      -  48 02 15.86700(N)    122 45 14.87800(W) AD(       ) 3
 TR1664
 TR1664.Superseded values are not recommended for survey control.
 TR1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1664.See file dsdata.txt to determine how the superseded data were derived.
 TR1664
 TR1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1823220503(NAD 83)
 TR1664
 TR1664  HISTORY     - Date     Condition        Report By
 TR1664  HISTORY     - 1941     MONUMENTED       CGS
 TR1664  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1664
 TR1664                          STATION DESCRIPTION
 TR1664
 TR1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1664'LOCATED BY INTERSECTION.  STATION IS ON THE W SIDE OF PORT
 TR1664'TOWNSEND BAY AT HADLOCK, WASHINGTON, ON THE PROPERTY OF THE
 TR1664'CROSBY SAND AND GRAVEL COMPANY.  IT IS A CENTER POLE ON THE
 TR1664'OFFSHORE END OF THE DOCK AT GRAVEL COMPANY ON FRAME WORK WHICH
 TR1664'SUPPORTS THE CONVEYOR BELT, AT ELEVATION OF ABOUT 30 FEET.  A
 TR1664'TRIANGLE WAS CUT IN THE FLOORING OF THE DOCK DIRECTLY BENEATH
 TR1664'THE CENTER POLE.
 TR1664'
 TR1664'LOCATED FOR CONVENIENCE OF THE TOPOGRAPHER AND HYDROGRAPHER.
 TR1664
 TR1664                          STATION RECOVERY (1962)
 TR1664
 TR1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1664'THE STATION IS LOST.  THERE IS NO DOCK IN THE DESCRIBED LOCALITY
 TR1664'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4231 ***********************************************************************
 SY4231  DESIGNATION -  BEMIS BAGS CO TANK
 SY4231  PID         -  SY4231
 SY4231  STATE/COUNTY-  WA/KING
 SY4231  USGS QUAD   -  POVERTY BAY (1994)
 SY4231
 SY4231                         *CURRENT SURVEY CONTROL
 SY4231  ___________________________________________________________________
 SY4231* NAD 83(1991)-  47 35 23.19072(N)    122 20 10.62419(W)     ADJUSTED  
 SY4231* NAVD 88     -                                                        
 SY4231  ___________________________________________________________________
 SY4231  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 SY4231  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4231
 SY4231  HORZ ORDER  -  THIRD
 SY4231
 SY4231.The horizontal coordinates were established by classical geodetic methods
 SY4231.and adjusted by the National Geodetic Survey in December 1991..
 SY4231
 SY4231
 SY4231.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4231
 SY4231.The geoid height was determined by GEOID03.
 SY4231
 SY4231;                    North         East     Units Scale Factor Converg.
 SY4231;SPC WA N     -    66,676.221   386,964.416   MT  0.99998446   -1 07 08.3
 SY4231;SPC WA N     -   218,753.57  1,269,565.75   sFT  0.99998446   -1 07 08.3
 SY4231;UTM  10      - 5,270,920.483   549,901.318   MT  0.99963060   +0 29 24.2
 SY4231
 SY4231                          SUPERSEDED SURVEY CONTROL
 SY4231
 SY4231  NAD 83(1986)-  47 35 23.18475(N)    122 20 10.63004(W) AD(       ) 4
 SY4231  NAD 27      -  47 35 23.83100(N)    122 20 06.18200(W) AD(       ) 3
 SY4231
 SY4231.Superseded values are not recommended for survey control.
 SY4231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4231.See file dsdata.txt to determine how the superseded data were derived.
 SY4231
 SY4231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4990170920(NAD 83)
 SY4231
 SY4231  HISTORY     - Date     Condition        Report By
 SY4231  HISTORY     - UNK      MONUMENTED
 SY4231  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4231
 SY4231                          STATION DESCRIPTION
 SY4231
 SY4231'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4231'THE TANK ON THE ROOF OF THE BUILDING OF THE BEMIS BROTHERS BAG
 SY4231'COMPANY, 65 ATLANTIC STREET.  IT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3793 ***********************************************************************
 SY3793  DESIGNATION -  BEN
 SY3793  PID         -  SY3793
 SY3793  STATE/COUNTY-  WA/KING
 SY3793  USGS QUAD   -  
 SY3793
 SY3793                         *CURRENT SURVEY CONTROL
 SY3793  ___________________________________________________________________
 SY3793* NAD 83(1991)-  47 39 39.53037(N)    122 10 21.82650(W)     ADJUSTED  
 SY3793* NAVD 88     -       159.1    (meters)     522.     (feet)  VERTCON   
 SY3793  ___________________________________________________________________
 SY3793  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 SY3793  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SY3793
 SY3793  HORZ ORDER  -  FIRST
 SY3793
 SY3793.The horizontal coordinates were established by classical geodetic methods
 SY3793.and adjusted by the National Geodetic Survey in December 1991..
 SY3793
 SY3793.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3793
 SY3793.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3793
 SY3793.The geoid height was determined by GEOID03.
 SY3793
 SY3793;                    North         East     Units Scale Factor Converg.
 SY3793;SPC WA N     -    74,364.532   399,401.693   MT  0.99997386   -0 59 49.9
 SY3793;SPC WA N     -   243,977.64  1,310,370.39   sFT  0.99997386   -0 59 49.9
 SY3793;UTM  10      - 5,278,952.219   562,113.676   MT  0.99964741   +0 36 41.5
 SY3793
 SY3793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3793!SPC WA N     -   0.99997877  x   0.99997386  =   0.99995263
 SY3793!UTM  10      -   0.99997877  x   0.99964741  =   0.99962619
 SY3793
 SY3793|---------------------------------------------------------------------|
 SY3793| PID    Reference Object                     Distance      Geod. Az  |
 SY3793|                                                           dddmmss.s |
 SY3793| CF7159 BEN RM 1                             29.505 METERS 00154     |
 SY3793| SY3797 CHINOOK                             APPROX. 4.6 KM 2214643.9 |
 SY3793| CF7181 BN 18                                              2632013.1 |
 SY3793| CF7160 BEN RM 2                             29.280 METERS 28355     |
 SY3793|---------------------------------------------------------------------|
 SY3793
 SY3793                          SUPERSEDED SURVEY CONTROL
 SY3793
 SY3793  NAD 83(1986)-  47 39 39.52299(N)    122 10 21.83141(W) AD(       ) 1
 SY3793  NAD 27      -  47 39 40.16643(N)    122 10 17.38938(W) AD(       ) 1
 SY3793  NGVD 29 (07/19/86)  158.0    (m)          518.     (f) VERT ANG       
 SY3793
 SY3793.Superseded values are not recommended for survey control.
 SY3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3793.See file dsdata.txt to determine how the superseded data were derived.
 SY3793
 SY3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6211478952(NAD 83)
 SY3793_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3793_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY3793+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 SY3793
 SY3793  HISTORY     - Date     Condition        Report By
 SY3793  HISTORY     - 1973     MONUMENTED       NGS
 SY3793  HISTORY     - 1977     SEE DESCRIPTION  NGS
 SY3793  HISTORY     - 1983     GOOD             USPSQD
 SY3793  HISTORY     - 1989     GOOD             USPSQD
 SY3793  HISTORY     - 20050307 GOOD             USPSQD
 SY3793
 SY3793                          STATION DESCRIPTION
 SY3793
 SY3793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3793'THE STATION IS ABOUT 2 MILES SOUTHEAST OF KIRKLAND, 0.6 MILE
 SY3793'EAST OF INTERSTATE 405, IN THE SE 1/4 OF SECTION 9, T25N, R5E
 SY3793'AND IN THE SOUTHEAST CORNER OF THE BENJAMIN FRANKLIN ELEMENTARY
 SY3793'SCHOOL GROUNDS.
 SY3793'
 SY3793'TO REACH FROM THE INTERSECTION OF INTERSTATE 405 AND NE 70 PL IN
 SY3793'SOUTH KIRKLAND, GO EAST ON NE 70 PL FOR 0.45 MILE TO 122 AVE
 SY3793'NE.  TURN RIGHT ON 122 AVE NE FOR 0.5 MILE TO NE 60 ST.  TURN
 SY3793'LEFT ON NE 60 ST FOR 0.15 MILE TO KING COUNTY TRIANGULATION
 SY3793'STATION BN 18 ON THE RIGHT.  CONTINUE EAST ON NE 60 ST FOR 0.1
 SY3793'MILE TO THE SCHOOL GROUNDS AND THE STATION ON THE LEFT.
 SY3793'
 SY3793'THE STATION MARKS ARE STANDARD DISKS STAMPED BEN 1973.  THE
 SY3793'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 SY3793'MONUMENT THAT IS FLUSH WITH THE GROUND AND THE UNDERGROUND DISK IS
 SY3793'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 SY3793'SURFACE.  IT IS 82 FEET NORTH OF THE APPROXIMATE CENTER OF NE 60
 SY3793'ST, 27 FEET EAST OF THE EAST CURB OF THE SCHOOL DRIVEWAY AND
 SY3793'11.6 FEET WEST OF THE EAST SCHOOL YARD FENCE.
 SY3793'
 SY3793'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEN NO 1 1973,
 SY3793'CEMENTED IN A DRILL HOLE IN A 4-FOOT HIGH CONCRETE WALL ON THE
 SY3793'EAST SIDE OF THE SCHOOL YARD AND IS FLUSH WITH THE CONCRETE
 SY3793'SURFACE.  IT IS 28 FEET SOUTH OF THE NORTH END OF THE WALL AND
 SY3793'19 FEET WEST OF THE YARD FENCE.
 SY3793'
 SY3793'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEN NO 2 1973,
 SY3793'CEMENTED IN A DRILL HOLE IN THE CURBING OF A MEDIAN OF THE
 SY3793'PARKING AREA AT THE SOUTHEAST EDGE OF THE SCHOOL GROUNDS.  IT IS
 SY3793'10.5 FEET WEST OF THE EAST END OF THE CURB.
 SY3793'
 SY3793'KING COUNTY TRIANGULATION STATION BN 18 WAS USED FOR THE AZIMUTH
 SY3793'MARK.  IT IS A KING COUNTY STATION DISK STAMPED BN-18 1972, SET IN
 SY3793'THE TOP OF A CONCRETE MONUMENT THAT IS 8 INCHES BELOW THE GROUND
 SY3793'SURFACE.  IT IS 16 FEET SOUTH OF THE APPROXIMATE CENTER OF NE 60
 SY3793'ST AND 5 FEET NORTH OF A 4 BY 4-INCH WOODEN WITNESS POST.
 SY3793'
 SY3793'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 SY3793
 SY3793                          STATION RECOVERY (1977)
 SY3793
 SY3793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SY3793'NO OBSERVATIONS MADE DURING THIS VISIT.
 SY3793'
 SY3793'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2, AND BN 18 K CO
 SY3793'WERE RECOVERED IN GOOD CONDITION.  THE FOLLOWING DISCREPENCY WAS
 SY3793'NOTED IN THE ORIGINAL DESCRIPTION--REFERENCE MARK NO. 1 IS 9.0
 SY3793'FEET WEST OF THE FENCE ALONG THE EAST SIDE OF THE SCHOOL YARD
 SY3793'INSTEAD OF 19 FEET.
 SY3793'
 SY3793'THE FOLLOWING INFORMATION MAY BE HELPFUL IN RECOVERING THE
 SY3793'STATION--
 SY3793'
 SY3793'THE STATION MARK IS 25.7 FEET SOUTH OF THE CENTER OF THE NORTHERN
 SY3793'ONE OF TWO 2-FOOT DIAMETER FIR TREES.
 SY3793'
 SY3793'KING COUNTY TRIANGULATION STATION BN 18 IS ABOUT 150 YARDS EAST
 SY3793'OF THE CENTER OF 122 AVE NE, 16.2 FEET SOUTH OF THE CENTER OF
 SY3793'NE 60 STREET, 8 INCHES BELOW GROUND ON THE SHOULDER OF THE STREET,
 SY3793'62.5 FEET WEST OF A SCHOOL SPEED LIMIT SIGN, 37.5 FEET NORTHWEST
 SY3793'OF THE WEST GATEPOST IN A CHAIN-LINK FENCE AND 5.6 FEET NORTH OF
 SY3793'THE WOODEN WITNESS POST AND A METAL WITNESS POST, WHICH WAS SET
 SY3793'ON THE WEST SIDE OF THE WOODEN POST.  MARK IS STAMPED BN-18
 SY3793'1972 AND THE EIGHT WAS MADE WITH TWO ZEROS WHICH DO NOT QUITE
 SY3793'JOIN.
 SY3793'
 SY3793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3793'2 MILES SOUTHEAST OF KIRKLAND.
 SY3793
 SY3793                          STATION RECOVERY (1983)
 SY3793
 SY3793'RECOVERY NOTE BY US POWER SQUADRON 1983 (GCS)
 SY3793'BEN 1973 RECOVERED GOOD.
 SY3793'
 SY3793'RECOVERED 2 INCHES UNDER SOD ROUGHLY AS DESCRIBED.  CONTRARY TO THE
 SY3793'1977 RECOVERY, THE STATION IS 11.8 FEET WEST OF THE FENCE, NOT 9
 SY3793'FEET AS REPORTED.  FOUND IT WITH A METAL DETECTOR.
 SY3793'
 SY3793'RM-1 FOUND AS DESCRIBED - GOOD.
 SY3793'
 SY3793'RM-2 FOUND AS DESCRIBED - GOOD, UNDER WHITE PAINT.
 SY3793'
 SY3793'BN-18 RECOVERED - GOOD.
 SY3793
 SY3793                          STATION RECOVERY (1989)
 SY3793
 SY3793'RECOVERY NOTE BY US POWER SQUADRON 1989 (CH)
 SY3793'RECOVERED IN GOOD CONDITION.
 SY3793
 SY3793                          STATION RECOVERY (2005)
 SY3793
 SY3793'RECOVERY NOTE BY US POWER SQUADRON 2005 (KL)
 SY3793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1155 ***********************************************************************
 SX1155  DESIGNATION -  BEN
 SX1155  PID         -  SX1155
 SX1155  STATE/COUNTY-  WA/KITTITAS
 SX1155  USGS QUAD   -  THORP (1978)
 SX1155
 SX1155                         *CURRENT SURVEY CONTROL
 SX1155  ___________________________________________________________________
 SX1155* NAD 83(1998)-  47 04 33.12884(N)    120 43 09.84176(W)     ADJUSTED  
 SX1155* NAVD 88     -       565.1    (meters)    1854.     (feet)  GPS OBS   
 SX1155  ___________________________________________________________________
 SX1155  X           -  -2,223,091.836 (meters)                     COMP
 SX1155  Y           -  -3,741,227.111 (meters)                     COMP
 SX1155  Z           -   4,647,912.311 (meters)                     COMP
 SX1155  LAPLACE CORR-          -8.09  (seconds)                    DEFLEC99
 SX1155  ELLIP HEIGHT-         545.30  (meters)          (07/05/01) GPS OBS
 SX1155  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 SX1155
 SX1155  HORZ ORDER  -  FIRST
 SX1155  ELLP ORDER  -  FOURTH    CLASS II
 SX1155
 SX1155.The horizontal coordinates were established by GPS observations
 SX1155.and adjusted by the National Geodetic Survey in July 2001..
 SX1155.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1155.DATUM ITEM on the data sheet items page.
 SX1155
 SX1155.The orthometric height was determined by GPS observations and a
 SX1155.high-resolution geoid model.
 SX1155
 SX1155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1155
 SX1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1155
 SX1155.The ellipsoidal height was determined by GPS observations
 SX1155.and is referenced to NAD 83.
 SX1155
 SX1155.The geoid height was determined by GEOID03.
 SX1155
 SX1155;                    North         East     Units Scale Factor Converg.
 SX1155;SPC WA S     -   193,710.377   483,337.746   MT  0.99995128   -0 09 33.7
 SX1155;SPC WA S     -   635,531.46  1,585,750.59   sFT  0.99995128   -0 09 33.7
 SX1155;UTM  10      - 5,216,119.030   673,135.048   MT  0.99996842   +1 40 13.4
 SX1155
 SX1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1155!SPC WA S     -   0.99991453  x   0.99995128  =   0.99986582
 SX1155!UTM  10      -   0.99991453  x   0.99996842  =   0.99988296
 SX1155
 SX1155|---------------------------------------------------------------------|
 SX1155| PID    Reference Object                     Distance      Geod. Az  |
 SX1155|                                                           dddmmss.s |
 SX1155| CF1922 BEN RM 3                              6.786 METERS 05125     |
 SX1155| CF1923 BEN RM 4                              9.254 METERS 15615     |
 SX1155| CF1920 BEN RM 1                             23.625 METERS 15920     |
 SX1155| CF1921 BEN RM 2                             13.198 METERS 28913     |
 SX1155|---------------------------------------------------------------------|
 SX1155
 SX1155                          SUPERSEDED SURVEY CONTROL
 SX1155
 SX1155  NAD 83(1991)-  47 04 33.12749(N)    120 43 09.84199(W) AD(       ) 1
 SX1155  ELLIP H (06/21/95)  545.42   (m)                       GP(       ) 4 2
 SX1155  NAD 83(1991)-  47 04 33.12808(N)    120 43 09.84647(W) AD(       ) 3
 SX1155  NAD 83(1986)-  47 04 33.13117(N)    120 43 09.83090(W) AD(       ) 3
 SX1155  NAD 27      -  47 04 33.68480(N)    120 43 05.55240(W) AD(       ) 3
 SX1155
 SX1155.Superseded values are not recommended for survey control.
 SX1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1155.See file dsdata.txt to determine how the superseded data were derived.
 SX1155
 SX1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT7313516119(NAD 83)
 SX1155_MARKER: DD = SURVEY DISK
 SX1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1155_STAMPING: BEN 1958
 SX1155_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1155+STABILITY: SURFACE MOTION
 SX1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1155+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1993
 SX1155
 SX1155  HISTORY     - Date     Condition        Report By
 SX1155  HISTORY     - 1958     MONUMENTED       CGS
 SX1155  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SX1155  HISTORY     - 1984     GOOD             USPSQD
 SX1155  HISTORY     - 19931212 GOOD             MSI
 SX1155
 SX1155                          STATION DESCRIPTION
 SX1155
 SX1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SX1155'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF CLE ELUM, 10
 SX1155'MILES NORTHWEST OF ELLENSBURG, ON THE WEST SIDE OF THE ROAD LEADING
 SX1155'TO THORP AND JUST NORTH OF AN IRRIGATION CANAL.
 SX1155'
 SX1155'REACHED FROM THE JUNCTION OF FIFTH AVENUE AND MAIN STREET IN
 SX1155'ELLENSBURG BY GOING WESTERLY ON FIFTH AVENUE AS PER SIGN THORP
 SX1155'FOR 0.5 MILE TO A FORK, KEEP RIGHT AND FOLLOW THE PAVED ROAD 2.0
 SX1155'MILES TO A ROAD JUNCTION JUST BEFORE REACHING A BRIDGE ACROSS THE
 SX1155'YAKIMA RIVER.  TAKE THE LEFT FORK, CROSSING THE BRIDGE AND GO 0.5
 SX1155'MILE TO A FORK, KEEP TO THE RIGHT AND FOLLOW THE PAVED ROAD
 SX1155'TOWARD THORP FOR 4.1 MILES TO A FORK AND SIGN T CEMETARY RD, TAKE
 SX1155'THE LEFT FORK AND FOLLOW CEMETARY ROAD NORTHWEST FOR 3.7 MILES TO
 SX1155'THE STATION ON THE LEFT.
 SX1155'
 SX1155'THE STATION MARK, STAMPED BEN 1958, IS A STANDARD DISK SET IN
 SX1155'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 SX1155'INCHES.  IT IS 47 FEET WEST OF THE CENTER OF THE HIGHWAY, 4 FEET
 SX1155'WEST OF A WITNESS POST, 38 FEET SOUTH OF THE CENTER OF A CATTLE
 SX1155'GUARD, 19 FEET WEST OF A FENCELINE AND 15 FEET SOUTH OF THE SOUTH
 SX1155'EDGE OF AN IRRIGATION CANAL.
 SX1155'
 SX1155'REFERENCE MARK NO.1, STAMPED BEN NO 1 1958, IS A STANDARD DISK
 SX1155'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SX1155'2 INCHES.  IT IS 38 FEET WEST OF THE CENTER OF THE HIGHWAY, 27
 SX1155'FEET SOUTHEAST OF A WITNESS POST, 11 FEET NORTHWEST OF THE CENTER
 SX1155'OF A WOODEN GATE AND 1 FOOT WEST OF A FENCELINE.
 SX1155'
 SX1155'REFERENCE MARK NO. 2, STAMPED BEN NO 2 1958, IS A STANDARD DISK
 SX1155'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SX1155'3 INCHES.  IT IS 54 FEET SOUTHWEST OF THE CENTER OF A CATTLE GUARD,
 SX1155'47 FEET WEST OF A WITNESS POST, 14 FEET SOUTH OF THE CENTER OF A
 SX1155'TRACK ROAD AND 7 FEET NORTH OF THE NORTH EDGE OF AN IRRIGATION
 SX1155'CANAL.
 SX1155
 SX1155                          STATION RECOVERY (1967)
 SX1155
 SX1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SX1155'THE STATION WAS REFERENCED OUT DURING FREEWAY CONSTRUCTION.  UPON
 SX1155'COMPLETION OF THE CONSTRUCTION, THE STATION MARK WAS FOUND
 SX1155'UNDISTURBED.  REFERENCE MARKS WERE NOT FOUND.  NEW REFERENCE MARKS
 SX1155'WERE SET.
 SX1155'
 SX1155'THE STATION IS ABOUT 14 MILES SOUTHEAST OF CLE ELUM, 10 MILES
 SX1155'NORTHWEST OF ELLENSBURG, ON THE SOUTHWEST SIDE OF INTERSTATE
 SX1155'HIGHWAY 90, BETWEEN THE RIGHT-OF-WAY FENCE AND THE EAST-BOUND
 SX1155'LANES, 3.0 MILES NORTHWEST OF THE THORP HIGHWAY OVERPASS, AND
 SX1155'1.3 MILES SOUTHEAST OF AN OVERPASS, ACROSS THE HIGHWAY FROM A
 SX1155'BLACKTOP ROAD WHICH RUNS NORTH FROM THE RIGHT-OF-WAY FENCE.
 SX1155'
 SX1155'THE STATION MARK, STAMPED BEN 1958, IS A STANDARD DISK SET IN A
 SX1155'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 61.3 FEET
 SX1155'SOUTHWEST OF A WSDH MONUMENT COVER, WHICH IS IN THE CENTER OF THE
 SX1155'EASTBOUND LANES OF INTERSTATE HIGHWAY 90 AND IS A 9-INCH DIAMETER
 SX1155'COVER WITH A HOLE IN THE CENTER AND THE LETTERS W S D H MON CAST
 SX1155'IN THE COVER.  STATION IS 43.5 FEET NORTHEAST OF THE CENTER OF A
 SX1155'FRONTAGE ROAD, 13.7 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE,
 SX1155'ABOUT 4 FEET LOWER THAN THE SURFACE OF THE FREEWAY AND ON LINE
 SX1155'WITH A FENCE GOING SOUTH.  THE FENCE GOING SOUTH IS ON THE
 SX1155'SOUTHWEST SIDE OF THE FRONTAGE ROAD, AND ABOUT 100 YARDS NORTHWEST
 SX1155'OF THIS FENCE, A FENCE RUNS WEST.
 SX1155'
 SX1155'REFERENCE MARK NO. 3, STAMPED BEN 1958 NO 3 1967, IS A STANDARD
 SX1155'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 SX1155'39.2 FEET SOUTHWEST OF THE MONUMENT COVER IN THE CENTER OF THE
 SX1155'EASTBOUND LANES AND ABOUT 3 FEET LOWER THAN THE ROAD.
 SX1155'
 SX1155'REFERENCE MARK NO. 4, STAMPED BEN 1958 NO 4 1967, IS A STANDARD
 SX1155'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SX1155'1.3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE AND ABOUT 4 FEET
 SX1155'LOWER THAN THE SURFACE OF THE FREEWAY.
 SX1155'
 SX1155'TO REACH THE STATION FROM THE THORP HIGHWAY OVERPASS, ON INTERSTATE
 SX1155'HIGHWAY 90, WHICH IS ABOUT 7 MILES NORTHWEST OF ELLENSBURG, GO
 SX1155'NORTHWEST ON INTERSTATE HIGHWAY 90 FOR 3.0 MILES TO THE MARK ON
 SX1155'THE LEFT.  STATION CAN ALSO BE REACHED FROM THIS SAME OVERPASS BY
 SX1155'GOING SOUTH ON THORP HIGHWAY FOR 0.7 MILE, TURN RIGHT AND GO
 SX1155'NORTHWEST 3.0 MILES TO THE INTERSECTION OF THE CEMETERY ROAD AND
 SX1155'WATT CYN ROAD, CONTINUE NORTHWESTERLY ALONG THE FRONTAGE ROAD
 SX1155'0.3 MILE TO A FENCE CORNER ON THE LEFT AND THE STATION ON THE
 SX1155'RIGHT.
 SX1155
 SX1155                          STATION RECOVERY (1984)
 SX1155
 SX1155'RECOVERY NOTE BY US POWER SQUADRON 1984 (LM)
 SX1155'BEN 1958 FOUND GOOD.
 SX1155'
 SX1155'STATION AND RM 3 AND RM 4 RECOVERED AS DESCRIBED.  STATION IS 4 FEET
 SX1155'W OF A 4 INCH X 4 INCH WOODEN WITNESS POST AND 1 FOOT NW OF A STEEL
 SX1155'WITNESS POST.  DIRECTIONS TO REACH ARE ADEQUATE.
 SX1155
 SX1155                          STATION RECOVERY (1993)
 SX1155
 SX1155'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SX1155'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0957 ***********************************************************************
 TP0957  DESIGNATION -  BEN
 TP0957  PID         -  TP0957
 TP0957  STATE/COUNTY-  WA/FERRY
 TP0957  USGS QUAD   -  BANGS MOUNTAIN (1992)
 TP0957
 TP0957                         *CURRENT SURVEY CONTROL
 TP0957  ___________________________________________________________________
 TP0957* NAD 83(1991)-  48 34 48.56958(N)    118 08 38.11325(W)     ADJUSTED  
 TP0957* NAVD 88     -       485.7    (meters)    1594.     (feet)  VERTCON   
 TP0957  ___________________________________________________________________
 TP0957  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 TP0957  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 TP0957
 TP0957  HORZ ORDER  -  SECOND
 TP0957
 TP0957.The horizontal coordinates were established by classical geodetic methods
 TP0957.and adjusted by the National Geodetic Survey in December 1991..
 TP0957
 TP0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0957
 TP0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0957
 TP0957.The geoid height was determined by GEOID03.
 TP0957
 TP0957;                    North         East     Units Scale Factor Converg.
 TP0957;SPC WA N     -   179,157.044   698,392.468   MT  0.99997480   +2 00 08.4
 TP0957;SPC WA N     -   587,784.40  2,291,309.29   sFT  0.99997480   +2 00 08.4
 TP0957;UTM  11      - 5,381,417.280   415,630.495   MT  0.99968745   -0 51 28.3
 TP0957
 TP0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0957!SPC WA N     -   0.99992662  x   0.99997480  =   0.99990142
 TP0957!UTM  11      -   0.99992662  x   0.99968745  =   0.99961410
 TP0957
 TP0957|---------------------------------------------------------------------|
 TP0957| PID    Reference Object                     Distance      Geod. Az  |
 TP0957|                                                           dddmmss.s |
 TP0957| CF1919 BEN RM 1                              3.929 METERS 33247     |
 TP0957| TP0955 FINLEY                              APPROX. 3.0 KM 3550301.2 |
 TP0957|---------------------------------------------------------------------|
 TP0957
 TP0957                          SUPERSEDED SURVEY CONTROL
 TP0957
 TP0957  NAD 83(1986)-  48 34 48.57213(N)    118 08 38.11107(W) AD(       ) 2
 TP0957  NAD 27      -  48 34 48.92400(N)    118 08 34.14200(W) AD(       ) 2
 TP0957  NGVD 29 (07/19/86)  484.5    (m)         1590.     (f) VERT ANG       
 TP0957
 TP0957.Superseded values are not recommended for survey control.
 TP0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0957.See file dsdata.txt to determine how the superseded data were derived.
 TP0957
 TP0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1563081417(NAD 83)
 TP0957_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0957
 TP0957  HISTORY     - Date     Condition        Report By
 TP0957  HISTORY     - 1936     MONUMENTED       BOR
 TP0957  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0957
 TP0957                          STATION DESCRIPTION
 TP0957
 TP0957'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0957'LOCATED IN NW 1/4 SEC. OF SEC. 34, T. 36 N., R. 37 E. WM, ON EDGE
 TP0957'OF BENCH NEAR OLD APPLE PRUNINGS, ABOUT 500 FEET E OF OBRIEN
 TP0957'ORCHARD OPERATED BY BENEFIEL, ON THIRD BENCH ABOVE COLUMBIA
 TP0957'RIVER.  STATION IS ABOUT 1/2 MILE S OF SHERMAN CREEK, A MILE W OF
 TP0957'COLUMBIA RIVER, AND 500 FEET W OF OLD ROAD JUNCTION (SHERMAN
 TP0957'CREEK ROAD AND INCHELIUM ROAD).
 TP0957'
 TP0957'TO REACH STATION FROM THE W END OF KETTLE FALLS BRIDGE, TURN S
 TP0957'OF U.S. HIGHWAY 395 ON GRAVEL ROAD, AT 2.86 CROSS SHERMAN CREEK,
 TP0957'AT 3.23 TURN RIGHT ON REPUBLIC ROAD AND FOLLOW IT TO 3.71, TAKE
 TP0957'RIGHT FORK UP SHERMAN CREEK ROAD AND LEAVE ROAD AT 3.97 TURNING
 TP0957'LEFT ALONG FENCE.  AT 4.03 TURN LEFT AND LEAVE CAR AT STATION AT
 TP0957'4.08 MILES.
 TP0957'
 TP0957'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 21A,
 TP0957'RESPECTIVELY.
 TP0957'
 TP0957'HEIGHT OF STAND ABOVE STATION MARK 1.33 METERS.
 TP0957
 TP0957                          STATION RECOVERY (1947)
 TP0957
 TP0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0957'STATION WAS RECOVERED AS DESCRIBED BY THE U.S.B.R. IN 1936 IN
 TP0957'GOOD CONDITION.  SINCE THE ORIGINAL DESCRIPTION IS INADEQUATE A
 TP0957'NEW DESCRIPTION IS SUBMITTED--
 TP0957'
 TP0957'STATION IS LOCATED IN THE NW 1/4 SEC. OF SEC. 34, T. 36 N., R. 37
 TP0957'E. WM, ON THE E SIDE OF ROOSEVELT LAKE, ABOUT 6.0 MILES SW OF
 TP0957'KETTLE FALLS, ON A BENCH OVERLOOKING A LARGE OPEN FIELD AND VALLEY
 TP0957'TO THE S, ABOUT 120 FEET NNE OF A SMALL SHED, 30.8 METERS S OF A
 TP0957'SYMMETRICAL PINE TREE 40 FEET HIGH, AND 27.0 METERS S OF A SMALL
 TP0957'BUSH.
 TP0957'
 TP0957'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK STAMPED
 TP0957'BEN 1936, SET ACCORDING TO NOTE 1A, AND IS FLUSH WITH THE SURFACE
 TP0957'OF THE GROUND.
 TP0957'
 TP0957'A 4-FOOT WOODEN STAND ANCHORED IN A ROCK CAIRN IS OVER THE STATION.
 TP0957'
 TP0957'THE REFERENCE MARK IS A CROSS CHISELED IN A TRIANGLE ON THE FACE
 TP0957'OF A ROCK.  IT IS NW OF THE STATION.
 TP0957'
 TP0957'TO REACH THE STATION FROM THE W END OF THE KETTLE FALLS BRIDGE
 TP0957'(ABOUT 3.0 MILES W OF KETTLE FALLS) ON U.S. HIGHWAY 395, PROCEED
 TP0957'W 0.15 MILE, TURN LEFT ON GRAVELED ROAD LEADING TO INCHELIUM AND
 TP0957'REPUBLIC AND PROCEED 2.2 MILES TO A Y, TAKE THE LEFT FORK AND GO
 TP0957'1.5 MILES STAYING ON THE MAIN GRAVELED ROAD (CROSS SHERMAN CREEK
 TP0957'BRIDGE AFTER GOING 1.2 MILES) TO A GRAVELED ROAD LEADING RIGHT
 TP0957'AND A SIGN READING MELLENBERGER ORCHARD, TURN RIGHT AND PROCEED W
 TP0957'0.05 MILE, TURN LEFT INTO THE ORCHARD THROUGH GATE AT BARN AND
 TP0957'PROCEED S THROUGH THE ORCHARD ALONG TRACK ROAD 0.05 MILE, TURN
 TP0957'LEFT LEAVING THE ORCHARD AND GO 0.04 MILE E TO THE BENCH
 TP0957'OVERLOOKING ROOSEVELT LAKE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2066 ***********************************************************************
 SA2066  DESIGNATION -  BEN
 SA2066  PID         -  SA2066
 SA2066  STATE/COUNTY-  WA/WALLA WALLA
 SA2066  USGS QUAD   -  LEVEY (1991)
 SA2066
 SA2066                         *CURRENT SURVEY CONTROL
 SA2066  ___________________________________________________________________
 SA2066* NAD 83(1991)-  46 17 03.68209(N)    118 48 45.94915(W)     ADJUSTED  
 SA2066* NAVD 88     -       137.4    (meters)     451.     (feet)  VERTCON   
 SA2066  ___________________________________________________________________
 SA2066  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 SA2066  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SA2066
 SA2066  HORZ ORDER  -  SECOND
 SA2066
 SA2066.The horizontal coordinates were established by classical geodetic methods
 SA2066.and adjusted by the National Geodetic Survey in December 1991..
 SA2066
 SA2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2066
 SA2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2066
 SA2066.The geoid height was determined by GEOID03.
 SA2066
 SA2066;                    North         East     Units Scale Factor Converg.
 SA2066;SPC WA S     -   107,096.220   630,008.516   MT  0.99992830   +1 13 32.2
 SA2066;SPC WA S     -   351,364.85  2,066,952.94   sFT  0.99992830   +1 13 32.2
 SA2066;UTM  11      - 5,127,239.141   360,355.311   MT  0.99983971   -1 18 37.6
 SA2066
 SA2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2066!SPC WA S     -   0.99998186  x   0.99992830  =   0.99991016
 SA2066!UTM  11      -   0.99998186  x   0.99983971  =   0.99982157
 SA2066
 SA2066|---------------------------------------------------------------------|
 SA2066| PID    Reference Object                     Distance      Geod. Az  |
 SA2066|                                                           dddmmss.s |
 SA2066| SA2072 THREE ISLAND BEND LIGHT 6             2.841 METERS 21651     |
 SA2066| SA2053 LEVEY                               APPROX. 3.0 KM 2483252.6 |
 SA2066|---------------------------------------------------------------------|
 SA2066
 SA2066                          SUPERSEDED SURVEY CONTROL
 SA2066
 SA2066  NAD 83(1991)-  46 17 03.68241(N)    118 48 45.94911(W) AD(       ) 2
 SA2066  NAD 83(1986)-  46 17 03.68943(N)    118 48 45.94051(W) AD(       ) 2
 SA2066  NAD 27      -  46 17 04.19750(N)    118 48 41.95220(W) AD(       ) 2
 SA2066  NGVD 29 (07/19/86)  136.4    (m)          448.     (f) VERT ANG       
 SA2066
 SA2066.Superseded values are not recommended for survey control.
 SA2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2066.See file dsdata.txt to determine how the superseded data were derived.
 SA2066
 SA2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM6035527239(NAD 83)
 SA2066_MARKER: Z = SEE DESCRIPTION
 SA2066_SETTING: 0 = UNSPECIFIED SETTING
 SA2066_STAMPING: BEN 1962
 SA2066_MARK LOGO: CGS   
 SA2066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2066
 SA2066  HISTORY     - Date     Condition        Report By
 SA2066  HISTORY     - 1962     MONUMENTED       CGS
 SA2066
 SA2066                          STATION DESCRIPTION
 SA2066
 SA2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA2066'THE STATION IS LOCATED 4 MILES NORTHEAST OF THE ICE HARBOR DAM, 1
 SA2066'1/4 MILE EAST-NORTHEAST OF THE LEVEY RECREATION AREA, AND ON THE WEST
 SA2066'SIDE OF THE SNAKE RIVER.
 SA2066'
 SA2066'THIS STATION WAS REACHED BY BOAT.  TO REACH THE STATION FROM THE
 SA2066'BOAT-LAUNCHING SITE AT THE LEVEY RECREATION AREA, GO EAST-NORTHEAST
 SA2066'UPRIVER FOR APPROXIMATELY 1-1/4 MILES TO THREE ISLAND BEND LIGHT
 SA2066'NO. 6 AND THE STATION.
 SA2066'
 SA2066'THE STATION MARK IS A COAST AND GEODETIC SURVEY TOPOGRAPHIC STATION
 SA2066'MARK DISK STAMPED BEN 1962, SET IN THE TOP OF A 12-INCH SQUARE
 SA2066'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 3 FEET SOUTHEAST OF
 SA2066'THE RIVER, 5.9 FEET NORTHWEST OF THE WITNESS POST, AND 9.32 FEET
 SA2066'NORTHEAST OF THREE ISLAND BEND LIGHT NO. 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1414 ***********************************************************************
 TR1414  DESIGNATION -  BEN URE ISLAND LT
 TR1414  PID         -  TR1414
 TR1414  STATE/COUNTY-  WA/ISLAND
 TR1414  USGS QUAD   -  DECEPTION PASS (1978)
 TR1414
 TR1414                         *CURRENT SURVEY CONTROL
 TR1414  ___________________________________________________________________
 TR1414* NAD 83(1991)-  48 24 16.30812(N)    122 37 42.49190(W)     ADJUSTED  
 TR1414* NAVD 88     -                                                        
 TR1414  ___________________________________________________________________
 TR1414  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 TR1414  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 TR1414
 TR1414  HORZ ORDER  -  THIRD
 TR1414
 TR1414.The horizontal coordinates were established by classical geodetic methods
 TR1414.and adjusted by the National Geodetic Survey in December 1991..
 TR1414
 TR1414
 TR1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1414
 TR1414.The geoid height was determined by GEOID03.
 TR1414
 TR1414;                    North         East     Units Scale Factor Converg.
 TR1414;SPC WA N     -   157,710.990   367,106.006   MT  0.99995475   -1 20 11.5
 TR1414;SPC WA N     -   517,423.47  1,204,413.62   sFT  0.99995475   -1 20 11.5
 TR1414;UTM  10      - 5,361,330.320   527,497.087   MT  0.99960929   +0 16 40.3
 TR1414
 TR1414                          SUPERSEDED SURVEY CONTROL
 TR1414
 TR1414  NAD 83(1986)-  48 24 16.31064(N)    122 37 42.49698(W) AD(       ) 4
 TR1414  NAD 27      -  48 24 16.94300(N)    122 37 37.87100(W) AD(       ) 3
 TR1414
 TR1414.Superseded values are not recommended for survey control.
 TR1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1414.See file dsdata.txt to determine how the superseded data were derived.
 TR1414
 TR1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2749761330(NAD 83)
 TR1414
 TR1414  HISTORY     - Date     Condition        Report By
 TR1414  HISTORY     - 1939     MONUMENTED       CGS
 TR1414  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1414  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1414  HISTORY     - 1988     GOOD             USPSQD
 TR1414  HISTORY     - 20050521 GOOD             USPSQD
 TR1414
 TR1414                          STATION DESCRIPTION
 TR1414
 TR1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1414'STATION IS ABOUT 3/4 MILE SSW OF YOKEKOO POINT AND NEAR THE EASTERN
 TR1414'ENTRANCE TO DECEPTION PASS, ON THE N SIDE AND NEAR THE E END OF
 TR1414'BEN URE ISLAND, THE FINIAL OF THE LIGHT ATOP A SKELETON
 TR1414'FRAMEWORK.  (BUILT IN 1939.)
 TR1414
 TR1414                          STATION RECOVERY (1960)
 TR1414
 TR1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1414'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 TR1414'SHOWN IN THE LIGHT LIST, PACIFIC COAST, 1960 AS 1916 - ON NORTH
 TR1414'END OF ISLAND, WHITE CONICAL HOUSE WITH RED BAND AT TOP ON
 TR1414'SKELETON TOWER.  BUILT IN 1913, REBUILT IN 1939.
 TR1414
 TR1414                          STATION RECOVERY (1961)
 TR1414
 TR1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1414'STATION RECOVERED.
 TR1414
 TR1414                          STATION RECOVERY (1988)
 TR1414
 TR1414'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR1414'RECOVERED IN GOOD CONDITION.
 TR1414
 TR1414                          STATION RECOVERY (2005)
 TR1414
 TR1414'RECOVERY NOTE BY US POWER SQUADRON 2005 (MDR)
 TR1414'5/21/05 DESRIPTION CHANGED BASED ON CURRENT USCG NOTICE TO MARINERS
 TR1414'3/18/2000. NEW COORDINATES ARE 48 24 12.100N, 122 37 42.000W NAD83
 TR1414'(1991), SOURCE (NOS SILVER SPRING)
 TR1414' 
 TR1414'OBSERVED CHANGE IN DESCRIPTION OF MARKER. MARKER IS NO LONGER ON
 TR1414'SKELETON TRIPOD. IT IS NOW ON A STEEL POST SET IN A SQUARE CONCRETE
 TR1414'BASE.
 TR1414' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1167 ***********************************************************************
 TP1167  DESIGNATION -  BENCH
 TP1167  PID         -  TP1167
 TP1167  STATE/COUNTY-  WA/DOUGLAS
 TP1167  USGS QUAD   -  BRIDGEPORT (1980)
 TP1167
 TP1167                         *CURRENT SURVEY CONTROL
 TP1167  ___________________________________________________________________
 TP1167* NAD 83(1991)-  48 02 53.24788(N)    119 41 14.24518(W)     ADJUSTED  
 TP1167* NAVD 88     -       259.06   (+/-2cm)     849.9    (feet)  VERTCON   
 TP1167  ___________________________________________________________________
 TP1167  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 TP1167  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 TP1167
 TP1167  HORZ ORDER  -  SECOND
 TP1167  VERT ORDER  -  THIRD ? (See Below)
 TP1167
 TP1167.The horizontal coordinates were established by classical geodetic methods
 TP1167.and adjusted by the National Geodetic Survey in December 1991..
 TP1167
 TP1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1167.The vertical order pertains to the NGVD 29 superseded value.
 TP1167
 TP1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1167
 TP1167.The geoid height was determined by GEOID03.
 TP1167
 TP1167;                    North         East     Units Scale Factor Converg.
 TP1167;SPC WA N     -   117,168.839   585,436.265   MT  0.99994299   +0 51 11.7
 TP1167;SPC WA N     -   384,411.43  1,920,718.81   sFT  0.99994299   +0 51 11.7
 TP1167;UTM  11      - 5,325,143.063   299,734.455   MT  1.00009283   -1 59 57.2
 TP1167
 TP1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1167!SPC WA N     -   0.99996243  x   0.99994299  =   0.99990542
 TP1167!UTM  11      -   0.99996243  x   1.00009283  =   1.00005526
 TP1167
 TP1167|---------------------------------------------------------------------|
 TP1167| PID    Reference Object                     Distance      Geod. Az  |
 TP1167|                                                           dddmmss.s |
 TP1167| CF1260 CONCRETE BLOCK BLDG SE COR           12.190 METERS 03035     |
 TP1167| CF3386 SW CORNER HOUSE NOT CARPORT          23.320 METERS 12044     |
 TP1167| TP1426 BENCH RM 3                           18.938 METERS 13854     |
 TP1167| AH5926 BENCH RM 1                            8.319 METERS 25453     |
 TP1167| CF1924 BENCH AZ MK                                        3311724.7 |
 TP1167| CF1925 BENCH RM 2                            8.833 METERS 34407     |
 TP1167| TP1155 CHILIWIST BUTTE LOOKOUT HOUSE       APPROX.28.7 KM 3505414.3 |
 TP1167|---------------------------------------------------------------------|
 TP1167
 TP1167                          SUPERSEDED SURVEY CONTROL
 TP1167
 TP1167  NAD 83(1986)-  48 02 53.25568(N)    119 41 14.23639(W) AD(       ) 2
 TP1167  NAD 27      -  48 02 53.73700(N)    119 41 10.03500(W) AD(       ) 2
 TP1167  NGVD 29 (07/19/86)  257.82   (m)          845.9    (f) LEVELING    3  
 TP1167
 TP1167.Superseded values are not recommended for survey control.
 TP1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1167.See file dsdata.txt to determine how the superseded data were derived.
 TP1167
 TP1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP9973425143(NAD 83)
 TP1167_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1167
 TP1167  HISTORY     - Date     Condition        Report By
 TP1167  HISTORY     - 1950     MONUMENTED       CGS
 TP1167  HISTORY     - 1965     SEE DESCRIPTION  LOCENG
 TP1167
 TP1167                          STATION DESCRIPTION
 TP1167
 TP1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TP1167'THE STATION IS LOCATED ON THE NORTHWEST END OF A LOW SANDY KNOLL
 TP1167'BETWEEN THE COLUMBIA RIVER AND STATE HIGHWAY 10, ABOUT 2 MILES
 TP1167'AIRLINE NORTH OF BRIDGEPORT, ABOUT 5-1/2 MILES AIRLINE SOUTHEAST OF
 TP1167'BREWSTER, AND ABOUT 10 MILES AIRLINE EAST OF PATEROS.
 TP1167'
 TP1167'TO REACH THE STATION FROM THE POST OFFICE IN BREWSTER, GO WEST FOR 1
 TP1167'BLOCK TO A STOP LIGHT.  TURN LEFT ONTO STATE HIGHWAY 10 AND GO 1.0
 TP1167'MILE TO A FORK AT THE SOUTH END OF A BRIDGE.  KEEP STRAIGHT AHEAD,
 TP1167'LEFT, AS PER SIGN BRIDGEPORT 10 AND GO 5.6 MILES TO THE ROCKVIEW
 TP1167'GROCERY STORE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.  KEEP
 TP1167'STRAIGHT AHEAD AND GO 0.3 MILE TO A POINT DUE WEST OF A LOW KNOLL.
 TP1167'TURN LEFT AND GO EAST 0.15 MILE CROSS COUNTRY TO A WHITE WITNESS
 TP1167'POST AND THE STATION.
 TP1167'
 TP1167'THE STATION MARK IS A STANDARD DISK STAMPED BENCH 1950 SET IN THE
 TP1167'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 2 INCHES
 TP1167'ABOVE THE GROUND.  IT IS 7.2 FEET EAST OF A WHITE WITNESS POST.
 TP1167'
 TP1167'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BENCH NO 1 1950
 TP1167'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 TP1167'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 20 FEET WEST OF THE
 TP1167'WHITE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 TP1167'
 TP1167'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BENCH NO 2 1950
 TP1167'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 TP1167'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 28 FEET NORTH OF THE
 TP1167'WHITE WITNESS POST AND ABOUT 6 INCHES BELOW THE STATION.
 TP1167'
 TP1167'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 10 AND
 TP1167'IS A STANDARD DISK STAMPED BENCH 1950 SET IN A DRILL HOLE IN
 TP1167'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 3 FEET OUT OF A STEEP SIDE
 TP1167'HILL AND IS ABOUT 30 FEET ABOVE THE HIGHWAY.  IT IS ABOUT 75 FEET
 TP1167'WEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 75 YARDS SOUTHWEST OF
 TP1167'THE ROCKVIEW GROCERY STORE, AND ABOUT 3 FEET SOUTHWEST OF A 4-FOOT
 TP1167'CAIRN.
 TP1167
 TP1167                          STATION RECOVERY (1965)
 TP1167
 TP1167'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 TP1167'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 TP1167'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN BOOK 1047 PAGE 14,
 TP1167'EXCEPT THAT THE ROCKVIEW GROCERY STORE IS EITHER GONE OR CONVERTED
 TP1167'INTO A HOUSE.  THERE IS A DRIVE LEADING TO A HOUSE 0.3 MILE PAST
 TP1167'THE POINT WHERE THE STORE HAD BEEN LOCATED, AND THE STATION IS
 TP1167'LOCATED NEAR THE END OF THE DRIVEWAY.  THE STATION IS LOCATED ON
 TP1167'THE WEST SIDE OF THE RIVER, NEAR THE NORTH LINE OF SECTION 3, T 29
 TP1167'N, R 25 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2085 ***********************************************************************
 RC2085  DESIGNATION -  BENCH
 RC2085  PID         -  RC2085
 RC2085  STATE/COUNTY-  WA/KLICKITAT
 RC2085  USGS QUAD   -  THE DALLES NORTH (1994)
 RC2085
 RC2085                         *CURRENT SURVEY CONTROL
 RC2085  ___________________________________________________________________
 RC2085* NAD 83(1991)-  45 40 46.33635(N)    121 13 53.63901(W)     ADJUSTED  
 RC2085* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 RC2085  ___________________________________________________________________
 RC2085  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 RC2085  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC2085
 RC2085  HORZ ORDER  -  SECOND
 RC2085
 RC2085.The horizontal coordinates were established by classical geodetic methods
 RC2085.and adjusted by the National Geodetic Survey in December 1991..
 RC2085
 RC2085.The orthometric height was scaled from a topographic map.
 RC2085
 RC2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2085
 RC2085.The geoid height was determined by GEOID03.
 RC2085
 RC2085;                    North         East     Units Scale Factor Converg.
 RC2085;SPC WA S     -    38,745.597   443,002.819   MT  1.00003841   -0 31 53.1
 RC2085;SPC WA S     -   127,117.85  1,453,418.42   sFT  1.00003841   -0 31 53.1
 RC2085;SPC OR N     -   223,935.234 2,443,008.714   MT  0.99993431   -0 31 07.7
 RC2085;SPC OR N     -   734,695.65  8,015,120.45   iFT  0.99993431   -0 31 07.7
 RC2085;UTM  10      - 5,059,963.791   637,721.787   MT  0.99983319   +1 15 55.5
 RC2085
 RC2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2085!SPC WA S     -   0.99997262  x   1.00003841  =   1.00001103
 RC2085!SPC OR N     -   0.99997262  x   0.99993431  =   0.99990693
 RC2085!UTM  10      -   0.99997262  x   0.99983319  =   0.99980581
 RC2085
 RC2085|---------------------------------------------------------------------|
 RC2085| PID    Reference Object                     Distance      Geod. Az  |
 RC2085|                                                           dddmmss.s |
 RC2085| CF4089 BENCH RM 1                            3.422 METERS 05529     |
 RC2085| RC2088 WINDY                               APPROX. 2.7 KM 1093021.9 |
 RC2085| RC2096 PORTLAND SPOK BN 73 MI BLINKER      APPROX. 1.1 KM 1240202.1 |
 RC2085| RC2102 SQUALLY POINT LIGHT                 APPROX. 2.0 KM 1450548.3 |
 RC2085| RC2079 PORTLAND SPOKANE AWY BCN 74 MI      APPROX. 2.0 KM 1651221.3 |
 RC2085| CF4090 BENCH RM 2                            7.161 METERS 27641     |
 RC2085|---------------------------------------------------------------------|
 RC2085
 RC2085                          SUPERSEDED SURVEY CONTROL
 RC2085
 RC2085  NAD 83(1991)-  45 40 46.33635(N)    121 13 53.63901(W) AD(       ) 2
 RC2085  NAD 83(1986)-  45 40 46.34917(N)    121 13 53.62890(W) AD(       ) 2
 RC2085  NAD 27      -  45 40 46.90800(N)    121 13 49.37500(W) AD(       ) 2
 RC2085
 RC2085.Superseded values are not recommended for survey control.
 RC2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2085.See file dsdata.txt to determine how the superseded data were derived.
 RC2085
 RC2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3772259964(NAD 83)
 RC2085_MARKER: Z = SEE DESCRIPTION
 RC2085_SETTING: 0 = UNSPECIFIED SETTING
 RC2085
 RC2085  HISTORY     - Date     Condition        Report By
 RC2085  HISTORY     - 1939     MONUMENTED       CGS
 RC2085  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RC2085  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RC2085
 RC2085                          STATION DESCRIPTION
 RC2085
 RC2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2085'STATION IS ON THE EDGE OF A BLACK CLIFF ABOVE A LONG STEEP SHALE
 RC2085'SLIDE ABOUT 1/3 MILE BACK FROM THE RIVER AND 3/5 MILE NW OF AIRWAY
 RC2085'BEACON 73G, ON N RIVER BANK N OF SQUALLY POINT.  THIS BLACK CLIFF
 RC2085'CAN BE FURTHER IDENTIFIED BY TWO PROMINENT WHITE STREAKS OF
 RC2085'BIRD LIME.
 RC2085'
 RC2085'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 RC2085'SOLID ROCK, AND 15 FEET N OF THE POINT OF THE CLIFF.
 RC2085'
 RC2085'REFERENCE MARK NO.1 IS A STANDARD DISK WITH ARROW POINTING TOWARD
 RC2085'STATION CEMENTED IN A DRILL HOLE IN SOLID ROCK NEAR THE EDGE OF THE
 RC2085'CLIFF ENE OF THE STATION.  STAMPED BENCH NO.1 1939.
 RC2085'
 RC2085'REFERENCE MARK NO.2 IS A STANDARD DISK WITH ARROW POINTING TOWARD
 RC2085'STATION CEMENTED IN DRILL HOLE IN SOLID ROCK NEAR THE EDGE OF THE
 RC2085'CLIFF W OF THE STATION.  STAMPED BENCH NO.2 1939.
 RC2085'
 RC2085'STATION IS REACHED AS FOLLOWS--FROM SMITHVILLE GROCERY STORE AT
 RC2085'JUNCTION OF THE DALLES FERRY ROAD AND U.S. HIGHWAY 830 GO W ON
 RC2085'U.S. HIGHWAY 830 2.8 MILES TO AIRWAY BEACON 73 G.  LEAVE ROAD HERE
 RC2085'AND CLIMB UP CANYON TO N AND BEAR W TO BLACK CLIFF AND STATION.
 RC2085'THE BLACK CLIFF AND BIRD LIME CAN BE SEEN FROM BEACON 73 G.
 RC2085'
 RC2085'NOTE.--ALL THREE MARKS WILL BECOME BURIED 3 OR 4 INCHES AS THE
 RC2085'SOIL ABOVE THEM ERODES.
 RC2085
 RC2085                          STATION RECOVERY (1957)
 RC2085
 RC2085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2085'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE PREVIOUS ROUTE TO
 RC2085'THE STATION IS ADEQUATE, EXCEPT THAT THE SMITHVILLE GROCERY AND
 RC2085'FILLING STATION (AT MILEPOST 84 ON U.S. HIGHWAY 830) IS NOW KNOWN
 RC2085'AS ADDIES TAVERN.  A NEW ROUTE TO THE STATION IS AS FOLLOWS--
 RC2085'
 RC2085'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 830 AND
 RC2085'THE ROAD LEADING TO THE WASCO COUNTY TOLL BRIDGE (AND THE DALLES,
 RC2085'OREGON), GO W ON U.S. HIGHWAY 830 FOR 1.3 MI. TO THE ROAD
 RC2085'INTERSECTION AT ADDIES TAVERN ON THE LEFT.  CONTINUE W ON
 RC2085'U.S. HIGHWAY 830 FOR 3.1 MI. TO THE END OF TRUCK TRAVEL AT A
 RC2085'CULVERT AND HIGHWAY SIGN DO NOT PASS (ABOUT 50 YD. W OF HIGHWAY
 RC2085'MILEPOST 81).  FROM THE END OF TRUCK TRAVEL PACK N UP A STEEP
 RC2085'DRAW TO A CATTLE TRAIL THAT PARALLELS THE FIRST MAIN LEDGE.
 RC2085'PACK LEFT (W) ALONG THIS TRAIL FOR ABOUT 1/4 MI. TO A POINT
 RC2085'ABOUT 100 YD. BEYOND A WALL OF ROCKS ON THE RIGHT.  THENCE
 RC2085'LEAVE THE TRAIL AND PACK N UP THE ROCK SLIDE TO THE FIRST HIGH
 RC2085'BENCH ON THE LEFT (W) AND THE STATION.
 RC2085
 RC2085                          STATION RECOVERY (1968)
 RC2085
 RC2085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 RC2085'THE STATION MARK, STAMPED BENCH 1939, REFERENCE MARK NO. 1, STAMPED
 RC2085'BENCH NO 1 1939 AND REFERENCE MARK NO. 2, STAMPED BENCH NO 2 1939
 RC2085'WERE RECOVERED AS DESCRIBED.  THE TRIPOD AND TARGET POLE STILL
 RC2085'STANDS OVER THE STATION AND ADDITIONAL SIGNAL CLOTH WAS TIED ONTO
 RC2085'THE TARGET POLE.  THE HIGHWAY HAS BEEN CHANGED.  THE FOLLOWING IS
 RC2085'A NEW TO REACH.
 RC2085'
 RC2085'TO REACH THE STATION FROM THE LYLE POST OFFICE GO EAST ON STATE
 RC2085'HIGHWAY 14 FOR 2.8 MILES TO MILE POST NO. 79, CONTINUE EAST ON THE
 RC2085'HIGHWAY FOR 0.2 MILE TO THE END OF TRUCK TRAVEL AT THE EAST END
 RC2085'OF THE GUARD RAIL AND WHERE A CONCRETE CULVERT PASSES UNDER THE
 RC2085'HIGHWAY DIAGONALLY.  THE TRIPOD WITH THE ADDITIONAL SIGNAL CLOTH
 RC2085'IS VISIBLE FROM THE END OF TRUCK TRAVEL.  PACK NORTH UP THE
 RC2085'STEEP DRAW TO A CATTLE TRAIL THAT PARALLELS THE FIRST MAIN
 RC2085'LEDGE, PACK WEST ALONG THIS CATTLE TRAIL FOR ABOUT 1/4 MILE, TO
 RC2085'A POINT ABOUT 100 METERS BEYOND A NORTH-SOUTH ROCK WALL.  HERE
 RC2085'LEAVE THE CATTLE TRAIL AND PACK NORTH UP THE ROCK SLIDE TO THE
 RC2085'FIRST BENCH ON THE LEFT AND STATION.  LENGTH OF PACK IS ABOUT
 RC2085'1/2 HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5033 ***********************************************************************
 SY5033  DESIGNATION -  BENCH 2
 SY5033  PID         -  SY5033
 SY5033  STATE/COUNTY-  WA/KITSAP
 SY5033  USGS QUAD   -  LOFALL (1973)
 SY5033
 SY5033                         *CURRENT SURVEY CONTROL
 SY5033  ___________________________________________________________________
 SY5033* NAD 83(1991)-  47 47 55.25599(N)    122 41 02.22630(W)     ADJUSTED  
 SY5033* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY5033  ___________________________________________________________________
 SY5033  LAPLACE CORR-         -11.54  (seconds)                    DEFLEC99
 SY5033  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 SY5033
 SY5033  HORZ ORDER  -  THIRD
 SY5033
 SY5033.The horizontal coordinates were established by classical geodetic methods
 SY5033.and adjusted by the National Geodetic Survey in December 1991..
 SY5033
 SY5033.The orthometric height was scaled from a topographic map.
 SY5033
 SY5033.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5033
 SY5033.The geoid height was determined by GEOID03.
 SY5033
 SY5033;                    North         East     Units Scale Factor Converg.
 SY5033;SPC WA N     -    90,465.720   361,379.733   MT  0.99995770   -1 22 40.2
 SY5033;SPC WA N     -   296,802.95  1,185,626.67   sFT  0.99995770   -1 22 40.2
 SY5033;UTM  10      - 5,293,973.339   523,667.343   MT  0.99960688   +0 14 02.9
 SY5033
 SY5033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5033!SPC WA N     -   1.00000238  x   0.99995770  =   0.99996008
 SY5033!UTM  10      -   1.00000238  x   0.99960688  =   0.99960926
 SY5033
 SY5033|---------------------------------------------------------------------|
 SY5033| PID    Reference Object                     Distance      Geod. Az  |
 SY5033|                                                           dddmmss.s |
 SY5033| CF7162 BENCH 2 RM 2                          6.380 METERS 00553     |
 SY5033| SY5034 HOOD CANAL LIGHT 1                  354.543 METERS 02220     |
 SY5033| CF7163 BENCH 2 RM 3                          4.576 METERS 08527     |
 SY5033| CF7161 BENCH 2 RM 1                         35.128 METERS 19435     |
 SY5033| SY5032 HOOD CANAL LIGHT 4                  APPROX. 3.8 KM 3562100.7 |
 SY5033|---------------------------------------------------------------------|
 SY5033
 SY5033                          SUPERSEDED SURVEY CONTROL
 SY5033
 SY5033  NAD 83(1986)-  47 47 55.25270(N)    122 41 02.23185(W) AD(       ) 3
 SY5033  NAD 27      -  47 47 55.94900(N)    122 40 57.61500(W) AD(       ) 3
 SY5033
 SY5033.Superseded values are not recommended for survey control.
 SY5033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5033.See file dsdata.txt to determine how the superseded data were derived.
 SY5033
 SY5033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2366793973(NAD 83)
 SY5033_MARKER: DS = TRIANGULATION STATION DISK
 SY5033_SETTING: 80 = SET IN A BOULDER
 SY5033_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SY5033
 SY5033  HISTORY     - Date     Condition        Report By
 SY5033  HISTORY     - 1934     MONUMENTED       CGS
 SY5033  HISTORY     - 1945     GOOD             CGS
 SY5033  HISTORY     - 1946     GOOD             CGS
 SY5033  HISTORY     - 1961     POOR             CGS
 SY5033  HISTORY     - 1963     POOR             CGS
 SY5033  HISTORY     - 1963     POOR             BPA
 SY5033  HISTORY     - 1964     POOR             CGS
 SY5033  HISTORY     - 1969     POOR             CGS
 SY5033  HISTORY     - 19970224 POOR             USPSQD
 SY5033
 SY5033                          STATION DESCRIPTION
 SY5033
 SY5033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5033'STATION IS ON THE E SIDE OF HOOD CANAL, ON A ROUNDING POINT 1/4
 SY5033'MILE S OF THE GRAVEL SPIT THAT EXTENDS OUT FROM THE VILLAGE OF
 SY5033'LOFALL.  THERE ARE NUMEROUS BOULDERS ALONG THIS STRETCH OF BEACH OR
 SY5033'HIGH-WATER LINE.
 SY5033'
 SY5033'STATION IS MARKED, AS DESCRIBED, BY A STANDARD BRONZE
 SY5033'DISK SET IN CONCRETE SET IN A DEPRESSION IN A GREY GRANITE BOULDER
 SY5033'WHICH IS NEARLY AT THE NORTHERN EXTREMITY OF THIS STRETCH OF
 SY5033'BOULDERS.  THE BOULDER IS AT HIGH-WATER LINE AND EXTENDS 3 FEET
 SY5033'ABOVE THE BEACH LEVEL.
 SY5033'
 SY5033'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 SY5033'BOULDER AS DESCRIBED.  REFERENCE MARK NUMBER 2 IS A
 SY5033'STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED.
 SY5033
 SY5033                          STATION RECOVERY (1945)
 SY5033
 SY5033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (CDM)
 SY5033'ORIGINAL DESCRIPTION ADEQUATE.
 SY5033'
 SY5033'THE STATION IS ON THE EAST SIDE OF HOOD CANAL, ON A ROUNDING POINT
 SY5033'1/4 MILE SOUTH OF THE GRAVEL SPIT THAT EXTENDS OUT FROM THE VILLAGE
 SY5033'OF LOFALL.  THERE ARE NUMEROUS BOULDERS ALONG THIS STRETCH OF BEACH
 SY5033'OR HIGH-WATER LINE.
 SY5033'
 SY5033'THE STATION IS MARKED, AS DESCRIBED, BY A STANDARD BRONZE
 SY5033'DISK SET IN CONCRETE SET IN A DEPRESSION IN A GREY GRANITE BOULDER
 SY5033'WHICH IS AT HIGH-WATER LINE AND EXTENDS 3 FEET ABOVE THE BEACH
 SY5033'LEVEL.
 SY5033'
 SY5033'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 SY5033'BOULDER AS DESCRIBED.
 SY5033'
 SY5033'REFERENCE MARK NO. 2 WAS FOUND LYING ON THE BEACH, OUT OF PLACE.
 SY5033
 SY5033                          STATION RECOVERY (1946)
 SY5033
 SY5033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (TBR)
 SY5033'THE STATION WAS ADEQUATELY DESCRIBED IN 1934 AND THE REFERENCE MARK
 SY5033'NO. 1 WAS FOUND AS DESCRIBED IN 1934 AND 1945 WITH FOLLOWING
 SY5033'ADDITION--
 SY5033'
 SY5033'IT NOW POINTS ABOUT 60 DEGREES TO THE RIGHT OF THE STATION MARK.
 SY5033
 SY5033                          STATION RECOVERY (1961)
 SY5033
 SY5033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CWC)
 SY5033'STATION MARK AND ONE REFERENCE MARK WERE RECOVERED.  A NEW REFERENCE
 SY5033'MARK WAS SET.  THERE ARE INDICATIONS THAT THE STATION MAY HAVE
 SY5033'MOVED SINCE THE ORIGINAL DESCRIPTION WAS WRITTEN.  A NEW DESCRIPTION
 SY5033'FOLLOWS.
 SY5033'
 SY5033'STATION IS ON THE SOUTH SHORE OF HOOD CANAL, ON THE SOUTHERN PART
 SY5033'OF FALLS POINT, ABOUT 250 FEET SW OF A SHORT DOCK, ON THE APPROXIMATE
 SY5033'EXTENSION OF A ROAD LEADING DOWN FROM THE TOP OF THE BLUFF, 15 FEET
 SY5033'FROM BASE OF BLUFF AND 2 FEET ABOVE HIGH WATER LINE.
 SY5033'
 SY5033'STATION MARK IS A STANDARD DISK, STAMPED BENCH 2 1934, SET IN A
 SY5033'GRANITE BOULDER ABOUT 30 INCHES ABOVE BEACH LEVEL.  REFERENCE
 SY5033'MARK 1 IS 5 FEET FROM BASE OF BLUFF AND 3 FEET ABOVE HIGH WATER LINE.
 SY5033'IT IS A STANDARD DISK, STAMPED NO. 1 1934, SET IN A LARGE GRAY
 SY5033'BOULDER.
 SY5033'
 SY5033'REFERENCE MARK 2 WAS NOT FOUND.
 SY5033'
 SY5033'REFERENCE MARK 3 IS 8 FEET FROM BASE OF BLUFF AND 2 FEET ABOVE HIGH
 SY5033'WATER LINE.  IT IS A STANDARD DISK, STAMPED BENCH 2 NO. 3 1934, AND
 SY5033'SET IN A GRAY BOULDER.
 SY5033
 SY5033                          STATION RECOVERY (1963)
 SY5033
 SY5033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5033'THE STATION AND REFERENCE MARKS 1 AND 3 WERE FOUND AS DESCRIBED BY
 SY5033'C.W.C. IN 1961.  THE BOULDER CONTAINING THE STATION MARK DISK HAS
 SY5033'BEEN UNDERMINED, APPARENTLY BY WAVE ACTION AND THE BOULDER HAS TIPPED
 SY5033'TO THE SEAWARD (WESTWARD) ON A 45 DEG SLANT.  THE DISTANCE BETWEEN
 SY5033'THE STATION AND R.M. 3 WAS MEASURED AND FOUND TO BE EXCESSIVE
 SY5033
 SY5033                          STATION RECOVERY (1963)
 SY5033
 SY5033'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1963
 SY5033'TO REACH FROM THE JUNCTION OF HIGHWAY 21 AND 21-A APPROX. 2 MILES
 SY5033'NORTH OF POULSBO, GO NORTH ON HIGHWAY 21 FOR 3.3 MILES TO A CROSS
 SY5033'ROAD.  (SIGN BELA VISTA PARK) TURN LEFT WEST AND GO SOUTHWEST FOR
 SY5033'1.7 MILES TO A SIDE ROAD RIGHT.  TURN SHARP RIGHT AND GO NORTH AND
 SY5033'NORTHWESTERLY 0.5 MILE TO A CABIN AND THE END OF TRAVEL.  A TRAIL
 SY5033'LEADS TO THE BEACH FROM THE LEFT SOUTH SIDE OF THE ROAD, FOLLOW
 SY5033'TRAIL DOWN TO BEACH AND SOUTHERLY ALONG THE BEACH APPROX. 300 FEET TO
 SY5033'THE STATION AS DESCRIBED.
 SY5033
 SY5033                          STATION RECOVERY (1964)
 SY5033
 SY5033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY5033'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AS DESCRIBED
 SY5033'BY C.W.C. IN 1961 AND F.N. IN 1963.  THE STATION HAS APPARENTLY
 SY5033'BEEN DISTURBED.  THE BOULDER CONTAINING THE MARK HAS BEEN UNDERMINED
 SY5033'BY WAVE ACTION AND NOW TIPS WESTWARD.
 SY5033'
 SY5033'THE BOULDER CONTAINING REFERENCE MARK 1 APPEARS TO HAVE BEEN TURNED
 SY5033'AND THE ARROW NOW POINTS ABOUT 60 DEG TO THE RIGHT OF THE STATION.
 SY5033'REFERENCE MARK 1 TO STATION NOW MEASURES 36.10 METERS, REFERENCE
 SY5033'MARK 3 TO STATION NOW MEASURES 5.63 METERS.  THESE DISTANCES DO NOT
 SY5033'CHECK PREVIOUS DECRIPTIONS.
 SY5033'
 SY5033'AS THE ABOVE SKETCHES SHOW, AT LEAST TWO OF THE MARKS HAVE MOVED
 SY5033'SINCE 1961.  THE STATION SHOULD BE CONSIDERED UNRELIABLE.
 SY5033
 SY5033                          STATION RECOVERY (1969)
 SY5033
 SY5033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 SY5033'THE STATION WAS RECOVERED AS DESCRIBED BY C.W.C. IN 1961.
 SY5033'APPARENTLY THE BOULDER CONTAINING THE STATION DISK HAS BEEN MOVED BY
 SY5033'WAVE ACTION.
 SY5033
 SY5033                          STATION RECOVERY (1997)
 SY5033
 SY5033'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY5033'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0504 ***********************************************************************
 TQ0504  DESIGNATION -  BENCH ET
 TQ0504  PID         -  TQ0504
 TQ0504  STATE/COUNTY-  WA/SKAGIT
 TQ0504  USGS QUAD   -  SONNY BOY LAKES (1982)
 TQ0504
 TQ0504                         *CURRENT SURVEY CONTROL
 TQ0504  ___________________________________________________________________
 TQ0504* NAD 83(1991)-  48 22 49.83320(N)    121 08 44.10097(W)     ADJUSTED  
 TQ0504* NAVD 88     -      2004.1    (meters)    6575.     (feet)  VERTCON   
 TQ0504  ___________________________________________________________________
 TQ0504  LAPLACE CORR-           9.84  (seconds)                    DEFLEC99
 TQ0504  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 TQ0504
 TQ0504  HORZ ORDER  -  SECOND
 TQ0504
 TQ0504.The horizontal coordinates were established by classical geodetic methods
 TQ0504.and adjusted by the National Geodetic Survey in December 1991..
 TQ0504
 TQ0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0504
 TQ0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0504
 TQ0504.The geoid height was determined by GEOID03.
 TQ0504
 TQ0504;                    North         East     Units Scale Factor Converg.
 TQ0504;SPC WA N     -   153,536.918   476,871.237   MT  0.99995274   -0 13 56.9
 TQ0504;SPC WA N     -   503,729.04  1,564,535.05   sFT  0.99995274   -0 13 56.9
 TQ0504;UTM  10      - 5,360,255.056   637,308.038   MT  0.99983165   +1 23 11.5
 TQ0504
 TQ0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0504!SPC WA N     -   0.99968882  x   0.99995274  =   0.99964158
 TQ0504!UTM  10      -   0.99968882  x   0.99983165  =   0.99952052
 TQ0504
 TQ0504|---------------------------------------------------------------------|
 TQ0504| PID    Reference Object                     Distance      Geod. Az  |
 TQ0504|                                                           dddmmss.s |
 TQ0504| CF4092 BENCH ET RM 2                                      03929     |
 TQ0504| CF4091 BENCH ET RM 1                                      18447     |
 TQ0504| TQ0514 SNOW KING                           APPROX.10.3 KM 2873422.2 |
 TQ0504|---------------------------------------------------------------------|
 TQ0504
 TQ0504                          SUPERSEDED SURVEY CONTROL
 TQ0504
 TQ0504  NAD 83(1986)-  48 22 49.83493(N)    121 08 44.09658(W) AD(       ) 2
 TQ0504  NAD 27      -  48 22 50.39578(N)    121 08 39.70267(W) AD(       ) 2
 TQ0504  NGVD 29 (07/19/86) 2002.8    (m)         6571.     (f) VERT ANG       
 TQ0504
 TQ0504.Superseded values are not recommended for survey control.
 TQ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0504.See file dsdata.txt to determine how the superseded data were derived.
 TQ0504
 TQ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU3730860255(NAD 83)
 TQ0504_MARKER: DD = SURVEY DISK
 TQ0504_SETTING: 80 = SET IN A BOULDER
 TQ0504_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TQ0504
 TQ0504  HISTORY     - Date     Condition        Report By
 TQ0504  HISTORY     - 1962     MONUMENTED       USGS
 TQ0504
 TQ0504                          STATION DESCRIPTION
 TQ0504
 TQ0504'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (DJW)
 TQ0504'LOCATED ABOUT 24 MI. (AIRLINE) NE. OF DARRINGTON.  ABOUT 17 MI. SE.
 TQ0504'OF MARBLEMOUNT.  ABOUT 2 MI. N. OF BENCH LAKE ON THE HIGHEST POINT
 TQ0504'OF A PROMINENT SADDLE BEARING IN A N-S. DIRECTION.  ABOUT 200 FT. N.
 TQ0504'OF TWO PROMINENT PYRAMIDAL PEAKS.  AT THE EXTREME EASTERN
 TQ0504'HEADWATERS OF KINDY CREEK.
 TQ0504'
 TQ0504'REACHED BY HELICOPTER.
 TQ0504'
 TQ0504'TO REACH FROM ROCKPORT POST OFFICE, DRIVE SE. ALONG SAUK RIVER
 TQ0504'ABOUT 10 MI. TO RD. FORK.  TAKE LEFT FORK AND CONTINUE ALONG N. BANK
 TQ0504'OF SUIATTLE RIVER ABOUT 16 MI. TO MOUTH OF DOWNEY CREEK AT GREEN
 TQ0504'MOUNTAIN PASTURES.  PACK NE. ALONG DOWNEY CREEK TRAIL ABOUT 10 MI.
 TQ0504'TO DIVIDE BETWEEN DOWNEY CREEK AND S. FORK OF CASCADE RIVER
 TQ0504'DRAINAGE.  FOLLOW N. ALONG S. FORK OF CASCADE RIVER ABOUT 1 MI.
 TQ0504'TO PROMINENT DRAIN FROM W.  PACK W. ALONG N. SIDE OF DRAIN TO
 TQ0504'HIGHEST POINT AND STATION.
 TQ0504'
 TQ0504'STATION MARK--STANDARD TABLET STAMPED BENCH ET 1962 SET IN BOULDER IN
 TQ0504'PLACE.
 TQ0504'
 TQ0504'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED NO 1 1962 SET IN
 TQ0504'BOULDER IN PLACE, 1.2 FT. LOWER THAN STATION MARK.
 TQ0504'
 TQ0504'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED NO 2 1962 SET IN
 TQ0504'BOULDER IN PLACE, 4 FT. LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1403 ***********************************************************************
 SV1403  DESIGNATION -  BENCH IS
 SV1403  PID         -  SV1403
 SV1403  STATE/COUNTY-  WA/STEVENS
 SV1403  USGS QUAD   -  LITTLE FALLS (1973)
 SV1403
 SV1403                         *CURRENT SURVEY CONTROL
 SV1403  ___________________________________________________________________
 SV1403* NAD 83(1991)-  47 50 15.11179(N)    117 58 16.24962(W)     ADJUSTED  
 SV1403* NAVD 88     -       518.2    (meters)    1700.     (feet)  VERTCON   
 SV1403  ___________________________________________________________________
 SV1403  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 SV1403  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 SV1403
 SV1403  HORZ ORDER  -  SECOND
 SV1403
 SV1403.The horizontal coordinates were established by classical geodetic methods
 SV1403.and adjusted by the National Geodetic Survey in December 1991..
 SV1403
 SV1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1403
 SV1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1403
 SV1403.The geoid height was determined by GEOID03.
 SV1403
 SV1403;                    North         East     Units Scale Factor Converg.
 SV1403;SPC WA N     -    97,101.879   714,199.722   MT  0.99995417   +2 07 51.4
 SV1403;SPC WA N     -   318,575.08  2,343,170.25   sFT  0.99995417   +2 07 51.4
 SV1403;UTM  11      - 5,298,699.293   427,327.474   MT  0.99966490   -0 43 11.7
 SV1403
 SV1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1403!SPC WA N     -   0.99992174  x   0.99995417  =   0.99987591
 SV1403!UTM  11      -   0.99992174  x   0.99966490  =   0.99958667
 SV1403
 SV1403|---------------------------------------------------------------------|
 SV1403| PID    Reference Object                     Distance      Geod. Az  |
 SV1403|                                                           dddmmss.s |
 SV1403| CF1927 BENCH IS RM 2                         5.617 METERS 04530     |
 SV1403| SV1402 LEDGE                               APPROX. 2.6 KM 1690148.5 |
 SV1403| CF1926 BENCH IS RM 1                         7.202 METERS 31221     |
 SV1403|---------------------------------------------------------------------|
 SV1403
 SV1403                          SUPERSEDED SURVEY CONTROL
 SV1403
 SV1403  NAD 83(1986)-  47 50 15.11312(N)    117 58 16.24862(W) AD(       ) 2
 SV1403  NAD 27      -  47 50 15.53600(N)    117 58 12.35500(W) AD(       ) 2
 SV1403  NGVD 29 (07/19/86)  517.0    (m)         1696.     (f) VERT ANG       
 SV1403
 SV1403.Superseded values are not recommended for survey control.
 SV1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1403.See file dsdata.txt to determine how the superseded data were derived.
 SV1403
 SV1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN2732798699(NAD 83)
 SV1403
 SV1403  HISTORY     - Date     Condition        Report By
 SV1403  HISTORY     - 1935     MONUMENTED       BOR
 SV1403
 SV1403                          STATION DESCRIPTION
 SV1403
 SV1403'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SV1403'LOCATED ON NOSE OF BENCH ABOUT 800 FEET SE OF 1/4 SEC. 14-13,
 SV1403'T. 27 N., R. 38 E., WM, AND ABOUT 200 FEET FROM FENCE CORNER ON
 SV1403'THIRD BENCH ABOVE RIVER.
 SV1403'
 SV1403'TO REACH FROM LITTLE FALLS POWER PLANT, FOLLOW WELLPINIT ROAD TO
 SV1403'2.7 MILES.  TURN LEFT HERE AND DROP DOWN DRAW TO INDIAN PLACE,
 SV1403'THROUGH GATE AND UP ONTO BENCH.  CROSS STRAIGHT S TO FENCE, THROUGH
 SV1403'FENCE AND LEFT TO FENCE CORNER, THEN 200 FEET FURTHER ON TO
 SV1403'STATION AT 3.2 MILES.
 SV1403'
 SV1403'STATION AND R.M.S 1 AND 2 ARE SET ACCORDING TO NOTES 1, 23, AND
 SV1403'15A, RESPECTIVELY.
 SV1403'
 SV1403'HEIGHT OF LIGHT ABOVE STATION MARK 1.17 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI3371 ***********************************************************************
 AI3371  DESIGNATION -  BENCH MARK B
 AI3371  PID         -  AI3371
 AI3371  STATE/COUNTY-  WA/CLALLAM
 AI3371  USGS QUAD   -  MAKAH BAY (1984)
 AI3371
 AI3371                         *CURRENT SURVEY CONTROL
 AI3371  ___________________________________________________________________
 AI3371* NAD 83(1998)-  48 15 28.41168(N)    124 40 57.98597(W)     ADJUSTED  
 AI3371* NAVD 88     -         8.11   (meters)      26.6    (feet)  LEVELING  
 AI3371  ___________________________________________________________________
 AI3371  X           -  -2,420,865.661 (meters)                     COMP
 AI3371  Y           -  -3,498,420.860 (meters)                     COMP
 AI3371  Z           -   4,736,005.880 (meters)                     COMP
 AI3371  LAPLACE CORR-          13.74  (seconds)                    DEFLEC99
 AI3371  ELLIP HEIGHT-         -13.74  (meters)          (07/05/01) GPS OBS
 AI3371  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AI3371
 AI3371  HORZ ORDER  -  FIRST
 AI3371  VERT ORDER  -  THIRD ?
 AI3371  ELLP ORDER  -  FOURTH    CLASS II
 AI3371
 AI3371.The horizontal coordinates were established by GPS observations
 AI3371.and adjusted by the National Geodetic Survey in July 2001..
 AI3371.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI3371.DATUM ITEM on the data sheet items page.
 AI3371
 AI3371.The orthometric height was determined by differential leveling.
 AI3371.The vertical network tie was performed by a horz. field party for horz.
 AI3371.obs reductions. Reset procedures were used to establish the elevation.
 AI3371
 AI3371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3371
 AI3371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3371
 AI3371.The ellipsoidal height was determined by GPS observations
 AI3371.and is referenced to NAD 83.
 AI3371
 AI3371.The geoid height was determined by GEOID03.
 AI3371
 AI3371;                    North         East     Units Scale Factor Converg.
 AI3371;SPC WA N     -   147,002.988   214,303.601   MT  0.99994523   -2 51 57.6
 AI3371;SPC WA N     -   482,292.30    703,094.40   sFT  0.99994523   -2 51 57.6
 AI3371;UTM  10      - 5,346,333.231   375,101.547   MT  0.99979167   -1 15 20.7
 AI3371
 AI3371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3371!SPC WA N     -   1.00000215  x   0.99994523  =   0.99994738
 AI3371!UTM  10      -   1.00000215  x   0.99979167  =   0.99979382
 AI3371
 AI3371:                Primary Azimuth Mark                     Grid Az
 AI3371:SPC WA N     -  BENCH MARK C                             208 46 55.4
 AI3371:UTM  10      -  BENCH MARK C                             207 10 18.5
 AI3371
 AI3371|---------------------------------------------------------------------|
 AI3371| PID    Reference Object                     Distance      Geod. Az  |
 AI3371|                                                           dddmmss.s |
 AI3371| AI3372 BENCH MARK C                        APPROX. 0.5 KM 2055457.8 |
 AI3371|---------------------------------------------------------------------|
 AI3371
 AI3371                          SUPERSEDED SURVEY CONTROL
 AI3371
 AI3371  NAD 83(1991)-  48 15 28.41230(N)    124 40 57.98490(W) AD(       ) 1
 AI3371  ELLIP H (01/27/00)  -13.72   (m)                       GP(       ) 4 1
 AI3371
 AI3371.Superseded values are not recommended for survey control.
 AI3371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3371.See file dsdata.txt to determine how the superseded data were derived.
 AI3371
 AI3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7510246333(NAD 83)
 AI3371_MARKER: DD = SURVEY DISK
 AI3371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3371_MARK LOGO: NGS   
 AI3371_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3371+STABILITY: SURFACE MOTION
 AI3371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3371+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI3371
 AI3371  HISTORY     - Date     Condition        Report By
 AI3371  HISTORY     - 1996     MONUMENTED       NOS
 AI3371
 AI3371                          STATION DESCRIPTION
 AI3371
 AI3371'DESCRIBED BY NATIONAL OCEAN SERVICE 1996 (JGF)
 AI3371'THE STATION IS LOCATED APPROXIMATELY 8.4 MILES (13.5 KM)
 AI3371'SOUTH-SOUTHWEST OF NEAH BAY, 7 MILES (11.3 KM) NORTH OF OZETTE AND 0.2
 AI3371'MILE (0.3 KM) NORTH OF PETROLEUM CREEK WITHIN THE OLYMPIC NATIONAL
 AI3371'PARK AND BORDERED BY THE OLYMPIC COAST NATIONAL MARINE SANCTUARY.  TO
 AI3371'REACH THE STATION FROM THE POST OFFICE IN CLALLAM BAY GO WEST ON
 AI3371'HIGHWAY 112 FOR 4.4 MILES (7.1 KM) TO THE HOKO OZETTE ROAD.  TURN LEFT
 AI3371'AND GO SOUTHWESTERLY FOR 22 MILES (35.4 KM) TO THE OZETTE RANGER
 AI3371'STATION.  KEYS MUST BE OBTAINED FROM THE RANGER STATION TO GET THROUGH
 AI3371'THE GATES ON THE LOGGING ROADS ENROUTE TO THE STATION.  IT IS HIGHLY
 AI3371'ADVISABLE TO GET AN ESCORT FROM THE RANGER STATION TO THE TRAILHEAD.
 AI3371'FROM THE RANGER STATION GO BACK EAST FOR 0.2 MILE (0.3 KM) TO A GRAVEL
 AI3371'ROAD LEFT, TURN LEFT AND GO NORTH FOR 3.2 MILES, (5.1 KM) THROUGH ONE
 AI3371'CYCLONE GATE ON THE LOGGING ROAD (OZETTE NEAH BAY ROAD) TO AN
 AI3371'INTERSECTION, CONTINUE NORTH THRUGH 2ND GATE AND GO FOR 2.6 MILES (4.2
 AI3371'KM) TO A BRIDGE.  CONTINUE NORTH FOR 1.8 MILES (2.9 KM) THROUGH
 AI3371'ANOTHER GATE TO AN INTERSECTION, TURN LEFT, NORTH AND GO 0.8 MILE (1.3
 AI3371'KM) DOWN A SHORT GRADE THEN UP ON THE GRADE TO THE FIRST ROAD ON THE
 AI3371'LEFT, TURN LEFT AND GO FOR 0.4 MILE (0.6 KM) TO PARKING AREA AT
 AI3371'TRAILHEAD.  FOLLOW ESTABLISHED BUT UNMAINTAINED TRAIL FOR
 AI3371'APPROXIMATELY 0.5 MILE (0.8 KM) DOWN TO SHI SHI BEACH ON THE NORTH
 AI3371'SIDE OF PETROLEUM CREEK.  GO NORTH ON THE BEACH FOR APPROXIMATELY 300
 AI3371'METERS (984.2 FT) PASSING AN UNNAMED CREEK TO A TRAIL FROM THE BEACH
 AI3371'TO A SUMMER RANGER STATION PLATFORM AND THE STATION ON THE NORTH SIDE
 AI3371'OF THE TRAIL 43 FEET (13.1 M) EAST OF THE STORM LINE AND 53 FEET (16.2
 AI3371'M) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A WOODEN PLATFORM.  THE
 AI3371'STATION CAN ALSO BE REACHED FROM THE NORTH AT NEAH BAY BUT THE PACK
 AI3371'TIME IS MUCH LONGER. IF ONE WANTED TO USE THIS ALTERNATE ROUTE SEE THE
 AI3371'MAKAH INDIAN COUNCIL FOR KEYS AND PERMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI3372 ***********************************************************************
 AI3372  DESIGNATION -  BENCH MARK C
 AI3372  PID         -  AI3372
 AI3372  STATE/COUNTY-  WA/CLALLAM
 AI3372  USGS QUAD   -  MAKAH BAY (1984)
 AI3372
 AI3372                         *CURRENT SURVEY CONTROL
 AI3372  ___________________________________________________________________
 AI3372* NAD 83(1998)-  48 15 12.53833(N)    124 41 09.53555(W)     ADJUSTED  
 AI3372* NAVD 88     -         8.13   (meters)      26.7    (feet)  LEVELING  
 AI3372  ___________________________________________________________________
 AI3372  X           -  -2,421,269.706 (meters)                     COMP
 AI3372  Y           -  -3,498,586.077 (meters)                     COMP
 AI3372  Z           -   4,735,679.405 (meters)                     COMP
 AI3372  LAPLACE CORR-          13.51  (seconds)                    DEFLEC99
 AI3372  ELLIP HEIGHT-         -13.79  (meters)          (07/05/01) GPS OBS
 AI3372  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 AI3372
 AI3372  HORZ ORDER  -  FIRST
 AI3372  VERT ORDER  -  THIRD ?
 AI3372  ELLP ORDER  -  FOURTH    CLASS II
 AI3372
 AI3372.The horizontal coordinates were established by GPS observations
 AI3372.and adjusted by the National Geodetic Survey in July 2001..
 AI3372.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI3372.DATUM ITEM on the data sheet items page.
 AI3372
 AI3372.The orthometric height was determined by differential leveling.
 AI3372.The vertical network tie was performed by a horz. field party for horz.
 AI3372.obs reductions. Reset procedures were used to establish the elevation.
 AI3372
 AI3372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3372
 AI3372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3372
 AI3372.The ellipsoidal height was determined by GPS observations
 AI3372.and is referenced to NAD 83.
 AI3372
 AI3372.The geoid height was determined by GEOID03.
 AI3372
 AI3372;                    North         East     Units Scale Factor Converg.
 AI3372;SPC WA N     -   146,525.255   214,041.160   MT  0.99994505   -2 52 06.2
 AI3372;SPC WA N     -   480,724.94    702,233.37   sFT  0.99994505   -2 52 06.2
 AI3372;UTM  10      - 5,345,848.386   374,852.673   MT  0.99979244   -1 15 29.1
 AI3372
 AI3372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3372!SPC WA N     -   1.00000216  x   0.99994505  =   0.99994721
 AI3372!UTM  10      -   1.00000216  x   0.99979244  =   0.99979460
 AI3372
 AI3372:                Primary Azimuth Mark                     Grid Az
 AI3372:SPC WA N     -  BENCH MARK B                             028 46 55.4
 AI3372:UTM  10      -  BENCH MARK B                             027 10 18.3
 AI3372
 AI3372|---------------------------------------------------------------------|
 AI3372| PID    Reference Object                     Distance      Geod. Az  |
 AI3372|                                                           dddmmss.s |
 AI3372| AI3371 BENCH MARK B                        APPROX. 0.5 KM 0255449.2 |
 AI3372|---------------------------------------------------------------------|
 AI3372
 AI3372                          SUPERSEDED SURVEY CONTROL
 AI3372
 AI3372  NAD 83(1991)-  48 15 12.53895(N)    124 41 09.53447(W) AD(       ) 1
 AI3372  ELLIP H (01/27/00)  -13.78   (m)                       GP(       ) 4 1
 AI3372
 AI3372.Superseded values are not recommended for survey control.
 AI3372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3372.See file dsdata.txt to determine how the superseded data were derived.
 AI3372
 AI3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7485345848(NAD 83)
 AI3372_MARKER: DD = SURVEY DISK
 AI3372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3372_STAMPING: C 1997
 AI3372_MARK LOGO: NGS   
 AI3372_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3372+STABILITY: SURFACE MOTION
 AI3372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3372+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI3372
 AI3372  HISTORY     - Date     Condition        Report By
 AI3372  HISTORY     - 1998     MONUMENTED       NOS
 AI3372
 AI3372                          STATION DESCRIPTION
 AI3372
 AI3372'DESCRIBED BY NATIONAL OCEAN SERVICE 1998 (JGF)
 AI3372'THE STATION IS LOCATED APPROXIMATELY 8.7 MILES (14.0 KM)
 AI3372'SOUTH-SOUTHWEST OF NEAH BAY, 7 MILES (11.3 KM) NORTH OF OZETTE AND 0.2
 AI3372'MILE (0.3 KM) SOUTH OF PETROLEUM CREEK WITHIN THE OLYMPIC NATIONAL
 AI3372'PARK AND BORDERED BY THE OLYMPIC COAST NATIONAL MARINE SANCTUARY.  TO
 AI3372'REACH THE STATION FROM THE POST OFFICE IN CLALLAM BAY GO WEST ON
 AI3372'HIGHWAY 112 FOR 4.4 MILES (7.1 KM) TO THE HOKO OZETTE ROAD.  TURN LEFT
 AI3372'AND GO SOUTHWESTERLY FOR 22 MILES (35.4 KM) TO THE OZETTE RANGER
 AI3372'STATION.  KEYS MUST BE OBTAINED FROM THE RANGER STATION TO GET THROUGH
 AI3372'THE GATES ON THE LOGGING ROADS ENROUTE TO THE STATION.  IT IS HIGHLY
 AI3372'ADVISABLE TO GET AN ESCORT FROM THE RANGER STATION TO THE TRAILHEAD.
 AI3372'FROM THE RANGER STATION GO BACK EAST FOR 0.2 MILE (0.3 KM) TO A GRAVEL
 AI3372'ROAD LEFT, TURN LEFT AND GO NORTH FOR 3.2 MILES, (5.1 KM) THROUGH ONE
 AI3372'CYCLONE GATE ON THE LOGGING ROAD (OZETTE NEAH BAY ROAD) TO AN
 AI3372'INTERSECTION, CONTINUE NORTH THRUGH 2ND GATE AND GO FOR 2.6 MILES (4.2
 AI3372'KM) TO A BRIDGE.  CONTINUE NORTH FOR 1.8 MILES (2.9 KM) THROUGH
 AI3372'ANOTHER GATE TO AN INTERSECTION, TURN LEFT, NORTH AND GO 0.8 MILE (1.3
 AI3372'KM) DOWN A SHORT GRADE THEN UP ON THE GRADE TO THE FIRST ROAD ON THE
 AI3372'LEFT, TURN LEFT AND GO FOR 0.4 MILE (0.6 KM) TO PARKING AREA AT
 AI3372'TRAILHEAD.  FOLLOW ESTABLISHED BUT UNMAINTAINED TRAIL FOR
 AI3372'APPROXIMATELY 0.5 MILE (0.8 KM) DOWN TO SHI SHI BEACH ON THE NORTH
 AI3372'SIDE OF PETROLEUM CREEK.  GO SOUTH ON THE BEACH FOR APPROXIMATELY 300
 AI3372'METERS (984.2 FT) TO A CAMPSITE ABOVE THE STORM LINE AND THE STATION
 AI3372'ON THE NORTH SIDE OF THE CAMP SITE.  THE CAMP SITE IS DISTINGUISHABLE
 AI3372'FROM THE BEACH AS A SMALL CLUSTER OF CONIFERS SET NEAR THE BEACH HEAD.
 AI3372'THE CAMP SITE HAS BRUSH AND SALMON BERRY SHRUBS TO THE NORTH AND
 AI3372'SOUTH.  THE STATION IS 15 METERS (49.2 FT) NORTH-NORTHEAST OF A TREE
 AI3372'MARKED WITH BLAZE NEAR BEACHHEAD, 9.3 METERS (30.5 FT) NORTH OF A
 AI3372'CONIFER MARKED WITH BLAZE, 8.5 METERS (27.9 FT) EAST OF THE STORM LINE
 AI3372'AND 0.5 METERS (1.6 FT) EAST OF A MAKESHIFT CEDAR DRIFTWOOD WITNESS
 AI3372'POST.  THE STATION CAN ALSO BE REACHED FROM THE NORTH AT NEAH BAY BUT
 AI3372'THE PACK TIME IS MUCH LONGER. IF ONE WANTED TO USE THIS ALTERNATE
 AI3372'ROUTE SEE THE MAKAH INDIAN COUNCIL FOR KEYS AND PERMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1425 ***********************************************************************
 TP1425  DESIGNATION -  BENCH RESET
 TP1425  PID         -  TP1425
 TP1425  STATE/COUNTY-  WA/DOUGLAS
 TP1425  USGS QUAD   -  BRIDGEPORT (1980)
 TP1425
 TP1425                         *CURRENT SURVEY CONTROL
 TP1425  ___________________________________________________________________
 TP1425* NAD 83(1986)-  48 02 53.     (N)    119 41 18.     (W)     SCALED    
 TP1425* NAVD 88     -       258.58   (meters)     848.4    (feet)  RESET     
 TP1425  ___________________________________________________________________
 TP1425  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 TP1425
 TP1425  VERT ORDER  -  THIRD
 TP1425
 TP1425.The horizontal coordinates were scaled from a topographic map and have
 TP1425.an estimated accuracy of +/- 6 seconds.
 TP1425
 TP1425.The orthometric height was computed from unverified reset data.
 TP1425.No vertical observational check was made to the station.
 TP1425
 TP1425.The geoid height was determined by GEOID03.
 TP1425
 TP1425;                    North         East    Units  Estimated Accuracy
 TP1425;SPC WA N     -   117,160.      585,360.      MT  (+/- 180 meters Scaled)
 TP1425
 TP1425                          SUPERSEDED SURVEY CONTROL
 TP1425
 TP1425  NGVD 29 (12/17/02)  257.35   (m)          844.3    (f) RESET       3  
 TP1425
 TP1425.Superseded values are not recommended for survey control.
 TP1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1425.See file dsdata.txt to determine how the superseded data were derived.
 TP1425
 TP1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP996251(NAD 83)
 TP1425_MARKER: DH = HORIZONTAL CONTROL DISK
 TP1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1425_SP_SET: CONCRETE POST
 TP1425_STAMPING: BENCH 1950 1973
 TP1425_MARK LOGO: NGS   
 TP1425_PROJECTION: FLUSH
 TP1425_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1425+STABILITY: SURFACE MOTION
 TP1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP1425+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1982
 TP1425
 TP1425  HISTORY     - Date     Condition        Report By
 TP1425  HISTORY     - 1973     MONUMENTED       NGS
 TP1425  HISTORY     - 19820420 GOOD             NGS
 TP1425
 TP1425                          STATION DESCRIPTION
 TP1425
 TP1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TP1425'1.45 KM (0.90 MI) NORTHWESTERLY ALONG COLUMBIA AVE FROM THE POST
 TP1425'OFFICE IN BRIDGEPORT TO THE JUNCTION ON STATE HIGHWAY 173, THENCE
 TP1425'NORTHERLY ALONG STATE HIGHWAY 173 FOR 3.54 KM (2.20 MI) TO A DRIVEWAY
 TP1425'ON THE RIGHT AND A SIGN 3004 TURN RIGHT AND GO EAST ON THE DRIVEWAY
 TP1425'FOR 0.24 KM (0.15 MI) TO THE MARK IN THE DRIVEWAY, 23.3 M (76.4 FT)
 TP1425'WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 12.2 M (40.0 FT) SOUTH OF
 TP1425'THE SOUTHEAST CORNER OF THE SHOP BUILDING AND 10 M (32.8 FT)
 TP1425'NORTHEAST OF THE NORTHEAST CORNER OF THE LOADING RAMP.
 TP1425
 TP1425                          STATION RECOVERY (1982)
 TP1425
 TP1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 TP1425'THE STATION IS LOCATED ABOUT 8.8 KM (5.45 MI) SOUTYHEAST OF BREWSTER,
 TP1425'4.8 KM (3.00 MI) NORTH OF BRIDGEPORT, ON THE WEST SIDE OF THE COLUMBIA
 TP1425'RIVER AND ON PROPERTY OWNED BY MR LUTHER URBAN OF BRIDGEPORT, PHONE
 TP1425'NUMBER 509-686-8711. TO REACH FROM THE POST OFFICE IN BRIDGEPORT, GO
 TP1425'NORTHWEST ON COLUMBIA AVENUE FOR 1.45 KM (0.90 MI) TO THE JUNCTION OF
 TP1425'STATE ROUTE 173. TURN RIGHT AND GO NORTH ON STATE ROUTE 173 FOR 0.64
 TP1425'KM (0.40 MI) TO A DEEP FILL AREA. CONTINUE NORTH FOR 2.91 KM (1.80 MI)
 TP1425'TO A DRIVEWAY ON THE RIGHT AND SIGN, 3004.  TURN RIGHT AND GO EAST ON
 TP1425'THE DRIVEWAY FOR 0.24 KM (0.15 MI) TO THE URBAN RESIDENCE AND THE
 TP1425'STATION MARK IN THE DRIVEWAY. THE MARK IS SET IN THE TOP OF A ROUND
 TP1425'CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT) IN DIAMETER AND IS FLUSH
 TP1425'WITH THE GROUND SURFACE.  IT IS 18.937 M (62.129 FT) NORTHWEST OF
 TP1425'REFERENCE MARK 3, 10.595 M (34.760 FT) EAST-SOUTHEAST OF REFERENCE
 TP1425'MARK 4, 8.318 M (27.290 FT) EAST-NORTHEAST OF REFERENCE MARK 1, 23.3 M
 TP1425'(76.4 FT) WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 12.2 M (40.0 FT)
 TP1425'SOUTH OF THE SOUTHEAST CORNER OF THE SHOP AND 10.0 M (32.8 FT)
 TP1425'NORTHEAST OF THE NORTHEAST CORNER OF A LOADING RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1426 ***********************************************************************
 TP1426  DESIGNATION -  BENCH RM 3
 TP1426  PID         -  TP1426
 TP1426  STATE/COUNTY-  WA/DOUGLAS
 TP1426  USGS QUAD   -  BRIDGEPORT (1980)
 TP1426
 TP1426                         *CURRENT SURVEY CONTROL
 TP1426  ___________________________________________________________________
 TP1426* NAD 83(1986)-  48 02 53.     (N)    119 41 18.     (W)     SCALED    
 TP1426* NAVD 88     -       258.84   (meters)     849.2    (feet)  RESET     
 TP1426  ___________________________________________________________________
 TP1426  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 TP1426
 TP1426  VERT ORDER  -  THIRD
 TP1426
 TP1426.The horizontal coordinates were scaled from a topographic map and have
 TP1426.an estimated accuracy of +/- 6 seconds.
 TP1426
 TP1426.The orthometric height was computed from unverified reset data.
 TP1426.No vertical observational check was made to the station.
 TP1426
 TP1426.The geoid height was determined by GEOID03.
 TP1426
 TP1426;                    North         East    Units  Estimated Accuracy
 TP1426;SPC WA N     -   117,160.      585,360.      MT  (+/- 180 meters Scaled)
 TP1426
 TP1426                          SUPERSEDED SURVEY CONTROL
 TP1426
 TP1426  NGVD 29 (12/17/02)  257.60   (m)          845.1    (f) RESET       3  
 TP1426
 TP1426.Superseded values are not recommended for survey control.
 TP1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1426.See file dsdata.txt to determine how the superseded data were derived.
 TP1426
 TP1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP996251(NAD 83)
 TP1426_MARKER: DR = REFERENCE MARK DISK
 TP1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1426_SP_SET: CONCRETE POST
 TP1426_STAMPING: BENCH 1950 NO 3 1973
 TP1426_MARK LOGO: NGS   
 TP1426_PROJECTION: FLUSH
 TP1426_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1426+STABILITY: SURFACE MOTION
 TP1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP1426+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1982
 TP1426
 TP1426  HISTORY     - Date     Condition        Report By
 TP1426  HISTORY     - 1973     MONUMENTED       NGS
 TP1426  HISTORY     - 19820420 GOOD             NGS
 TP1426  HISTORY     - 19821126 GOOD             NGS
 TP1426
 TP1426                          STATION DESCRIPTION
 TP1426
 TP1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 TP1426'THE STATION IS LOCATED ABOUT 8.8 KM (5.45 MI) SOUTYHEAST OF BREWSTER,
 TP1426'4.8 KM (3.00 MI) NORTH OF BRIDGEPORT, ON THE WEST SIDE OF THE COLUMBIA
 TP1426'RIVER AND ON PROPERTY OWNED BY MR LUTHER URBAN OF BRIDGEPORT, PHONE
 TP1426'NUMBER 509-686-8711. TO REACH FROM THE POST OFFICE IN BRIDGEPORT, GO
 TP1426'NORTHWEST ON COLUMBIA AVENUE FOR 1.45 KM (0.90 MI) TO THE JUNCTION OF
 TP1426'STATE ROUTE 173. TURN RIGHT AND GO NORTH ON STATE ROUTE 173 FOR 0.64
 TP1426'KM (0.40 MI) TO A DEEP FILL AREA. CONTINUE NORTH FOR 2.91 KM (1.80 MI)
 TP1426'TO A DRIVEWAY ON THE RIGHT AND SIGN, 3004.  TURN RIGHT AND GO EAST ON
 TP1426'THE DRIVEWAY FOR 0.24 KM (0.15 MI) TO THE URBAN RESIDENCE AND THE
 TP1426'STATION MARK IN THE DRIVEWAY. THE MARK IS SET IN THE TOP OF A ROUND
 TP1426'CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT) IN DIAMETER AND IS FLUSH
 TP1426'WITH THE GROUND SURFACE.  IT IS 18.937 M (62.129 FT) SOUTHEAST OF
 TP1426'STATION BENCH, 7.9 M (25.9 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 TP1426'HOUSE, 3.0 M (9.8 FT) SOUTH OF THE SOUTHWEST CORNER OF THE CARPORT,
 TP1426'0.6 M (2.0 FT) NORTH OF A TREE STUMP AND 0.8 M (2.6 FT) HIGHER THAN
 TP1426'THE STATION.
 TP1426
 TP1426                          STATION RECOVERY (1982)
 TP1426
 TP1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP1426'1.45 KM (0.90 MI) NORTHWESTERLY ALONG COLUMBIA AVE FROM THE POST
 TP1426'OFFICE IN BRIDGEPORT TO THE JUNCTION OF STATE HIGHWAY 173, THENCE
 TP1426'NORTHERLY ALONG STATE HIGHWAY 173 FOR 3.54 KM (2.20 MI) TO A DRIVEWAY
 TP1426'ON THE RIGHT AND A SIGN 3004, TURN RIGHT AND GO EAST ON THE DRIVEWAY
 TP1426'FOR 0.24 KM (0.15 MI) TO THE MARK, 3 M (9.8 FT) SOUTH OF THE
 TP1426'SOUTHWEST CORNER OF THE CARPORT, 7.9 M (25.9 FT) SOUTH OF THE
 TP1426'SOUTHWEST CORNER OF THE HOUSE, 0.6 M (2.0 FT) NORTH OF A TREE STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1427 ***********************************************************************
 TP1427  DESIGNATION -  BENCH RM 4
 TP1427  PID         -  TP1427
 TP1427  STATE/COUNTY-  WA/DOUGLAS
 TP1427  USGS QUAD   -  BRIDGEPORT (1980)
 TP1427
 TP1427                         *CURRENT SURVEY CONTROL
 TP1427  ___________________________________________________________________
 TP1427* NAD 83(1986)-  48 02 53.     (N)    119 41 14.     (W)     SCALED    
 TP1427* NAVD 88     -       259.33   (meters)     850.8    (feet)  RESET     
 TP1427  ___________________________________________________________________
 TP1427  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 TP1427
 TP1427  VERT ORDER  -  THIRD
 TP1427
 TP1427.The horizontal coordinates were scaled from a topographic map and have
 TP1427.an estimated accuracy of +/- 6 seconds.
 TP1427
 TP1427.The orthometric height was computed from unverified reset data.
 TP1427.No vertical observational check was made to the station.
 TP1427
 TP1427.The geoid height was determined by GEOID03.
 TP1427
 TP1427;                    North         East    Units  Estimated Accuracy
 TP1427;SPC WA N     -   117,160.      585,440.      MT  (+/- 180 meters Scaled)
 TP1427
 TP1427                          SUPERSEDED SURVEY CONTROL
 TP1427
 TP1427  NGVD 29 (12/17/02)  258.10   (m)          846.8    (f) RESET       3  
 TP1427
 TP1427.Superseded values are not recommended for survey control.
 TP1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1427.See file dsdata.txt to determine how the superseded data were derived.
 TP1427
 TP1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP997251(NAD 83)
 TP1427_MARKER: DR = REFERENCE MARK DISK
 TP1427_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TP1427+WITH SETTING: PAVEMENT
 TP1427_SP_SET: DOCK PLATFORM
 TP1427_STAMPING: BENCH 1950 NO 4 1982
 TP1427_MARK LOGO: NGS   
 TP1427_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1427+STABILITY: SURFACE MOTION
 TP1427
 TP1427  HISTORY     - Date     Condition        Report By
 TP1427  HISTORY     - 1982     MONUMENTED       NGS
 TP1427
 TP1427                          STATION DESCRIPTION
 TP1427
 TP1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TP1427'1.45 KM (0.90 MI) NORTHWESTERLY ALONG COLUMBIA AVE FROM THE POST
 TP1427'OFFICE IN BRIDGEPORT TO THE JUNCTION OF STATE HIGHWAY 173, THENCE
 TP1427'3.54 KM (2.20 MI) NORTHERLY ALONG STATE HIGHWAY 173 TO A DRIVEWAY ON
 TP1427'THE RIGHT AND SIGN 3004, TURN RIGHT AND GO EAST ON THE DRIVEWAY FOR
 TP1427'0.24 KM, (0.15 MI) 13.4 M (44.0 FT) SOUTH OF A POWER POLE WITH
 TP1427'TRANSFORMER, 2 M (6.6 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE
 TP1427'LOADING PLATFORM AND 1.7 M (5.6 FT) NORTHEAST CORNER OF THE LOADING
 TP1427'PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2324 ***********************************************************************
 RD2324  DESIGNATION -  BEND
 RD2324  PID         -  RD2324
 RD2324  STATE/COUNTY-  WA/CLARK
 RD2324  USGS QUAD   -  CAMAS (1993)
 RD2324
 RD2324                         *CURRENT SURVEY CONTROL
 RD2324  ___________________________________________________________________
 RD2324* NAD 83(1991)-  45 34 49.06014(N)    122 27 35.28385(W)     ADJUSTED  
 RD2324* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD2324  ___________________________________________________________________
 RD2324  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 RD2324  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 RD2324
 RD2324  HORZ ORDER  -  THIRD
 RD2324
 RD2324.The horizontal coordinates were established by classical geodetic methods
 RD2324.and adjusted by the National Geodetic Survey in December 1991..
 RD2324
 RD2324.The orthometric height was scaled from a topographic map.
 RD2324
 RD2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2324
 RD2324.The geoid height was determined by GEOID03.
 RD2324
 RD2324;                    North         East     Units Scale Factor Converg.
 RD2324;SPC WA S     -    29,350.615   347,049.111   MT  1.00006694   -1 25 24.9
 RD2324;SPC WA S     -    96,294.48  1,138,610.29   sFT  1.00006694   -1 25 24.9
 RD2324;SPC OR N     -   214,502.637 2,347,070.793   MT  0.99992036   -1 23 23.5
 RD2324;SPC OR N     -   703,748.81  7,700,363.49   iFT  0.99992036   -1 23 23.5
 RD2324;UTM  10      - 5,047,558.951   542,143.973   MT  0.99962184   +0 23 09.0
 RD2324
 RD2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2324!SPC WA S     -   1.00000244  x   1.00006694  =   1.00006938
 RD2324!SPC OR N     -   1.00000244  x   0.99992036  =   0.99992280
 RD2324!UTM  10      -   1.00000244  x   0.99962184  =   0.99962428
 RD2324
 RD2324:                Primary Azimuth Mark                     Grid Az
 RD2324:SPC WA S     -  ISLE                                     120 04 41.1
 RD2324:SPC OR N     -  ISLE                                     120 02 39.7
 RD2324:UTM  10      -  ISLE                                     118 16 07.2
 RD2324
 RD2324|---------------------------------------------------------------------|
 RD2324| PID    Reference Object                     Distance      Geod. Az  |
 RD2324|                                                           dddmmss.s |
 RD2324| RD2323 ISLE                                APPROX. 1.9 KM 1183916.2 |
 RD2324|---------------------------------------------------------------------|
 RD2324
 RD2324                          SUPERSEDED SURVEY CONTROL
 RD2324
 RD2324  NAD 83(1991)-  45 34 49.06014(N)    122 27 35.28385(W) AD(       ) 3
 RD2324  NAD 83(1986)-  45 34 49.07568(N)    122 27 35.28751(W) AD(       ) 3
 RD2324  NAD 27      -  45 34 49.63815(N)    122 27 30.95229(W) AD(       ) 3
 RD2324
 RD2324.Superseded values are not recommended for survey control.
 RD2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2324.See file dsdata.txt to determine how the superseded data were derived.
 RD2324
 RD2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4214447559(NAD 83)
 RD2324_MARKER: I = METAL ROD
 RD2324_SETTING: 0 = UNSPECIFIED SETTING
 RD2324
 RD2324  HISTORY     - Date     Condition        Report By
 RD2324  HISTORY     - 1938     MONUMENTED       USE
 RD2324  HISTORY     - 1945     GOOD             CGS
 RD2324  HISTORY     - 1969     GOOD             CGS
 RD2324
 RD2324                          STATION DESCRIPTION
 RD2324
 RD2324'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD2324'STATION IS LOCATED ON THE N BANK OF THE COLUMBIA RIVER, ABOUT 1
 RD2324'MILE DOWNSTREAM FROM THE W TIP OF LADYS ISLAND, AND DIRECTLY
 RD2324'OPPOSITE THE E TIP OF GOVERNMENT ISLAND, ABOUT 240 METERS E OF A
 RD2324'SMALL ROCKY POINT AND 84.5 METERS W OF A LARGE PROMINENT ROCK
 RD2324'PROTRUDING FROM THE BEACH.
 RD2324'
 RD2324'STATION IS MARKED BY A 1 1/2-INCH IRON PIPE IN BLOCK OF CONCRETE
 RD2324'WITH BEND U.S.E. 1935 MARKED ON IT.
 RD2324
 RD2324                          STATION RECOVERY (1945)
 RD2324
 RD2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2324'STATION WAS RECOVERED AS DESCRIBED BY W.M.S. IN 1938.  THE STATION
 RD2324'HAS WASHED SO THE CONCRETE TOPPING IS EXPOSED.  HOWEVER, IT IS IN A
 RD2324'THICK GROWTH OF BRIARS AND MAY BE HERE FOR SOME TIME.
 RD2324'
 RD2324'THIS STATION IS BEST REACHED BY BOAT.
 RD2324
 RD2324                          STATION RECOVERY (1969)
 RD2324
 RD2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RD2324'THE STATION WAS RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE
 RD2324'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RD2324'
 RD2324'THE STATION IS 2-1/2 MILES WEST OF CAMAS ON THE NORTH BANK OF THE
 RD2324'COLUMBIA RIVER, AND JUST SOUTHWEST OF MR. JOHN F. ACKERMANS GARDEN.
 RD2324'
 RD2324'TO REACH THE STATION FROM THE CAMAS POST OFFICE GO WEST ON N.E. 5TH
 RD2324'AVENUE FOR 0.15 MILE TO N.E. ADAM STREET AT A T INTERSECTION, TURN
 RD2324'RIGHT AND GO NORTH FOR ONE BLOCK TO 6TH AVENUE, TURN LEFT AND GO WEST
 RD2324'ON 6TH AVENUE FOR 1.0 MILE TO EXIT FOR N.W. 5TH AND 6TH AVENUE, USE
 RD2324'EXIT AND GO SOUTHWEST, PASSING OVER STATE HIGHWAY 14, AND CONTINUE
 RD2324'SOUTHWEST ON N.W. 6TH AVENUE AND THE FRONTAGE ROAD PARALLELING
 RD2324'STATE HIGHWAY 14 FOR 1.6 MILES TO A DRIVEWAY ON THE LEFT, TURN LEFT,
 RD2324'CROSSING THE RAILROAD TRACKS, AND GO SOUTHWEST FOR 0.1 MILE TO MR.
 RD2324'ACKERMANS HOUSE AND THE END OF TRUCK TRAVEL.  PACK SOUTHWEST 125
 RD2324'METERS TO THE RIVER BANK AND STATION.
 RD2324'
 RD2324'THE STATION IS MARKED BY A 1 1/2-INCH IRON PIPE IN A 10-INCH SQUARE
 RD2324'CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE SURFACE, 30 FEET
 RD2324'SOUTHEAST OF A LARGE TREE WITH A CABLE ATTACHED AND IS BEING USED
 RD2324'FOR AN ANCHOR FOR A LOG RAFT, 25 FEET NORTH OF THE RIVER BANK, AND
 RD2324'1 FOOT WEST OF A METAL WITNESS POST.  THE WRITING BEND U.S.E. 1935 IS
 RD2324'SCRIBED IN THE CONCRETE.
 RD2324'
 RD2324'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2-1/2 MILES WEST
 RD2324'OF CAMAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2934 ***********************************************************************
 SY2934  DESIGNATION -  BEND
 SY2934  PID         -  SY2934
 SY2934  STATE/COUNTY-  WA/PIERCE
 SY2934  USGS QUAD   -  GIG HARBOR (1994)
 SY2934
 SY2934                         *CURRENT SURVEY CONTROL
 SY2934  ___________________________________________________________________
 SY2934* NAD 83(1991)-  47 16 33.04423(N)    122 32 01.02197(W)     ADJUSTED  
 SY2934* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY2934  ___________________________________________________________________
 SY2934  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 SY2934  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY2934
 SY2934  HORZ ORDER  -  SECOND
 SY2934
 SY2934.The horizontal coordinates were established by classical geodetic methods
 SY2934.and adjusted by the National Geodetic Survey in December 1991..
 SY2934
 SY2934.The orthometric height was scaled from a topographic map.
 SY2934
 SY2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2934
 SY2934.The geoid height was determined by GEOID03.
 SY2934
 SY2934;                    North         East     Units Scale Factor Converg.
 SY2934;SPC WA S     -   217,902.170   346,148.041   MT  0.99998735   -1 28 38.0
 SY2934;SPC WA S     -   714,900.70  1,135,654.03   sFT  0.99998735   -1 28 38.0
 SY2934;SPC WA N     -    32,090.643   371,354.392   MT  1.00004934   -1 15 57.2
 SY2934;SPC WA N     -   105,284.05  1,218,351.87   sFT  1.00004934   -1 15 57.2
 SY2934;UTM  10      - 5,235,924.042   535,274.090   MT  0.99961529   +0 20 33.4
 SY2934
 SY2934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2934!SPC WA S     -   1.00000260  x   0.99998735  =   0.99998995
 SY2934!SPC WA N     -   1.00000260  x   1.00004934  =   1.00005194
 SY2934!UTM  10      -   1.00000260  x   0.99961529  =   0.99961789
 SY2934
 SY2934:                Primary Azimuth Mark                     Grid Az
 SY2934:SPC WA S     -  HILL                                     014 32 44.5
 SY2934:SPC WA N     -  HILL                                     014 20 03.7
 SY2934:UTM  10      -  HILL                                     012 43 33.1
 SY2934
 SY2934|---------------------------------------------------------------------|
 SY2934| PID    Reference Object                     Distance      Geod. Az  |
 SY2934|                                                           dddmmss.s |
 SY2934| SY2909 HILL                                APPROX. 1.7 KM 0130406.5 |
 SY2934| CE3358 BEND RM                               6.979 METERS 03614     |
 SY2934|---------------------------------------------------------------------|
 SY2934
 SY2934                          SUPERSEDED SURVEY CONTROL
 SY2934
 SY2934  NAD 83(1986)-  47 16 33.03978(N)    122 32 01.03258(W) AD(       ) 2
 SY2934  NAD 27      -  47 16 33.68500(N)    122 31 56.58100(W) AD(       ) 2
 SY2934
 SY2934.Superseded values are not recommended for survey control.
 SY2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2934.See file dsdata.txt to determine how the superseded data were derived.
 SY2934
 SY2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3527435924(NAD 83)
 SY2934_MARKER: DS = TRIANGULATION STATION DISK
 SY2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2934
 SY2934  HISTORY     - Date     Condition        Report By
 SY2934  HISTORY     - 1924     MONUMENTED       CGS
 SY2934  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SY2934
 SY2934                          STATION DESCRIPTION
 SY2934
 SY2934'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AMW)
 SY2934'STATION IS ON THE SHORE BETWEEN THE RAILROAD AND THE HIGH-WATER
 SY2934'MARK.  IT IS CLEAR AT ALL TIDES ON THE SIDE OF THE RAILROAD
 SY2934'EMBANKMENT 200 YARDS N OF THE GRAVEL PIT, DIRECTLY BELOW THE
 SY2934'SWITCH STAND.
 SY2934'
 SY2934'STATION MARK AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS
 SY2934'SET IN CONCRETE.
 SY2934'
 SY2934'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY2934
 SY2934                          STATION RECOVERY (1935)
 SY2934
 SY2934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2934'STATION IS LOST.  A THOROUGH SEARCH WAS MADE.
 SY2934'
 SY2934'NEW STATION BEND 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1313 ***********************************************************************
 SX1313  DESIGNATION -  BEND
 SX1313  PID         -  SX1313
 SX1313  STATE/COUNTY-  WA/KING
 SX1313  USGS QUAD   -  NORTH BEND (1993)
 SX1313
 SX1313                         *CURRENT SURVEY CONTROL
 SX1313  ___________________________________________________________________
 SX1313* NAD 83(1991)-  47 26 58.59354(N)    121 46 21.99686(W)     ADJUSTED  
 SX1313* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 SX1313  ___________________________________________________________________
 SX1313  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 SX1313  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SX1313
 SX1313  HORZ ORDER  -  SECOND
 SX1313
 SX1313.The horizontal coordinates were established by classical geodetic methods
 SX1313.and adjusted by the National Geodetic Survey in December 1991..
 SX1313
 SX1313.The orthometric height was scaled from a topographic map.
 SX1313
 SX1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1313
 SX1313.The geoid height was determined by GEOID03.
 SX1313
 SX1313;                    North         East     Units Scale Factor Converg.
 SX1313;SPC WA N     -    50,421.116   429,152.338   MT  1.00000978   -0 41 58.0
 SX1313;SPC WA N     -   165,423.28  1,407,977.30   sFT  1.00000978   -0 41 58.0
 SX1313;UTM  10      - 5,255,859.481   592,514.187   MT  0.99970518   +0 54 14.9
 SX1313
 SX1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1313!SPC WA N     -   0.99995163  x   1.00000978  =   0.99996141
 SX1313!UTM  10      -   0.99995163  x   0.99970518  =   0.99965683
 SX1313
 SX1313:                Primary Azimuth Mark                     Grid Az
 SX1313:SPC WA N     -  CEDAR BUTTE                              127 12 55.9
 SX1313:UTM  10      -  CEDAR BUTTE                              125 36 43.0
 SX1313
 SX1313|---------------------------------------------------------------------|
 SX1313| PID    Reference Object                     Distance      Geod. Az  |
 SX1313|                                                           dddmmss.s |
 SX1313| SX1266 CEDAR BUTTE                         APPROX. 2.9 KM 1263057.9 |
 SX1313| CF4123 BEND RM                               7.132 METERS 30020     |
 SX1313|---------------------------------------------------------------------|
 SX1313
 SX1313                          SUPERSEDED SURVEY CONTROL
 SX1313
 SX1313  NAD 83(1986)-  47 26 58.58287(N)    121 46 22.00378(W) AD(       ) 2
 SX1313  NAD 27      -  47 26 59.22100(N)    121 46 17.62300(W) AD(       ) 2
 SX1313
 SX1313.Superseded values are not recommended for survey control.
 SX1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1313.See file dsdata.txt to determine how the superseded data were derived.
 SX1313
 SX1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET9251455859(NAD 83)
 SX1313_MARKER: Z = SEE DESCRIPTION
 SX1313_SETTING: 0 = UNSPECIFIED SETTING
 SX1313
 SX1313  HISTORY     - Date     Condition        Report By
 SX1313  HISTORY     - 1937     MONUMENTED       WAGS
 SX1313
 SX1313                          STATION DESCRIPTION
 SX1313
 SX1313'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1313'STATION IS LOCATED 3 MILES AIR LINE S OF NORTH BEND AND IS 1-1/2
 SX1313'MILES AIR LINE NW OF CEDAR FALLS ON FLAT TABLE OF LOGGED-OFF LAND
 SX1313'N OF BASE OF RATTLESNAKE LEDGE AND NE OF RATTLESNAKE BEACON.
 SX1313'
 SX1313'STATION IS MARKED BY A STANDARD STATE SURVEY DISK MARKED KING
 SX1313'COUNTY AERIAL SURVEY 1937 SET IN A 6-INCH SQUARE BLOCK OF CONCRETE.
 SX1313'
 SX1313'REFERENCE MARK IS A STANDARD STATE SURVEY DISK MARKED IN SIMILAR
 SX1313'FASHION SET IN A BOULDER 4 FEET ABOVE NATURAL GROUND.
 SX1313'
 SX1313'STATION IS REACHED AS FOLLOWS--FROM NORTH BEND GO SE ON SNOQUALMIE
 SX1313'PASS PAVED HIGHWAY 1.6 MILES.  TURN RIGHT (S) ON CEDAR FALLS
 SX1313'GRAVEL ROAD AND GO 2.6 MILES.  TURN SHARP RIGHT AND GO 1.0 MILE
 SX1313'ON A NARROW GRAVEL ROAD TO A DIM FORK TO THE LEFT.  END OF TRUCK
 SX1313'TRAVEL.  PACK ABOUT 150 YARDS SW TO STATION IN LOGGED-OFF FLAT
 SX1313'TABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5546 ***********************************************************************
 SY5546  DESIGNATION -  BEND 1878
 SY5546  PID         -  SY5546
 SY5546  STATE/COUNTY-  WA/JEFFERSON
 SY5546  USGS QUAD   -  QUILCENE (1953)
 SY5546
 SY5546                         *CURRENT SURVEY CONTROL
 SY5546  ___________________________________________________________________
 SY5546* NAD 83(1991)-  47 48 09.01025(N)    122 52 03.55817(W)     ADJUSTED  
 SY5546* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5546  ___________________________________________________________________
 SY5546  LAPLACE CORR-         -23.17  (seconds)                    DEFLEC99
 SY5546  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SY5546
 SY5546  HORZ ORDER  -  THIRD
 SY5546
 SY5546.The horizontal coordinates were established by classical geodetic methods
 SY5546.and adjusted by the National Geodetic Survey in December 1991..
 SY5546
 SY5546.The orthometric height was scaled from a topographic map.
 SY5546
 SY5546.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5546
 SY5546.The geoid height was determined by GEOID03.
 SY5546
 SY5546;                    North         East     Units Scale Factor Converg.
 SY5546;SPC WA N     -    91,237.676   347,633.756   MT  0.99995733   -1 30 52.5
 SY5546;SPC WA N     -   299,335.61  1,140,528.41   sFT  0.99995733   -1 30 52.5
 SY5546;UTM  10      - 5,294,358.094   509,909.958   MT  0.99960121   +0 05 53.0
 SY5546
 SY5546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5546!SPC WA N     -   1.00000269  x   0.99995733  =   0.99996002
 SY5546!UTM  10      -   1.00000269  x   0.99960121  =   0.99960390
 SY5546
 SY5546:                Primary Azimuth Mark                     Grid Az
 SY5546:SPC WA N     -  MARSH 1878                               015 56 32.4
 SY5546:UTM  10      -  MARSH 1878                               014 19 46.9
 SY5546
 SY5546|---------------------------------------------------------------------|
 SY5546| PID    Reference Object                     Distance      Geod. Az  |
 SY5546|                                                           dddmmss.s |
 SY5546| SY5558 MARSH 1878                          APPROX. 2.1 KM 0142539.9 |
 SY5546|---------------------------------------------------------------------|
 SY5546
 SY5546                          SUPERSEDED SURVEY CONTROL
 SY5546
 SY5546  NAD 83(1986)-  47 48 09.00758(N)    122 52 03.56503(W) AD(       ) 3
 SY5546  NAD 27      -  47 48 09.73600(N)    122 51 58.97900(W) AD(       ) 3
 SY5546
 SY5546.Superseded values are not recommended for survey control.
 SY5546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5546.See file dsdata.txt to determine how the superseded data were derived.
 SY5546
 SY5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0991094358(NAD 83)
 SY5546
 SY5546  HISTORY     - Date     Condition        Report By
 SY5546  HISTORY     - 1878     MONUMENTED       CGS
 SY5546  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5546
 SY5546                          STATION DESCRIPTION
 SY5546
 SY5546'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (JJG)
 SY5546'STATION IS ON W SIDE OF QUILCENE BAY, 1-1/2 MILES N OF STATION
 SY5546'QUILCENE, ON THE FIRST SAND AND GRAVEL SPIT ABOVE THAT
 SY5546'STATION.  THIS IS A LONG NARROW SPIT EXTENDING ALONG SHORE
 SY5546'ENCLOSING MARSH AND SLOUGH.  STATION IS AT FIRST BEND OF SPIT,
 SY5546'66 PACES N OF POINT OF MARSH, 12 PACES BACK FROM HIGH-WATER MARK,
 SY5546'AND 8 PACES FROM EDGE OF MARSH.  AT FOOT OF BLUFF ACROSS THE
 SY5546'MARSH, A FIR TREE IS MARKED WITH BLAZE AND COPPER NAIL AND FROM
 SY5546'THIS TREE THE STATION IS DIRECTLY IN LINE.
 SY5546
 SY5546                          STATION RECOVERY (1963)
 SY5546
 SY5546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5546'THE STATION IS PROBABLY LOST.  THE STATION SITE IS NOW OCCUPIED
 SY5546'BY THE QUILCENE BOAT BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1415 ***********************************************************************
 SW1415  DESIGNATION -  BEND 1933
 SW1415  PID         -  SW1415
 SW1415  STATE/COUNTY-  WA/OKANOGAN
 SW1415  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW1415
 SW1415                         *CURRENT SURVEY CONTROL
 SW1415  ___________________________________________________________________
 SW1415* NAD 83(1991)-  47 56 58.39292(N)    118 58 37.01926(W)     ADJUSTED  
 SW1415* NAVD 88     -       394.     (meters)    1293.     (feet)  SCALED    
 SW1415  ___________________________________________________________________
 SW1415  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 SW1415  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SW1415
 SW1415  HORZ ORDER  -  THIRD
 SW1415
 SW1415.The horizontal coordinates were established by classical geodetic methods
 SW1415.and adjusted by the National Geodetic Survey in December 1991..
 SW1415
 SW1415.The orthometric height was scaled from a topographic map.
 SW1415
 SW1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1415
 SW1415.The geoid height was determined by GEOID03.
 SW1415
 SW1415;                    North         East     Units Scale Factor Converg.
 SW1415;SPC WA N     -   107,245.495   638,647.422   MT  0.99994655   +1 22 55.6
 SW1415;SPC WA N     -   351,854.59  2,095,295.75   sFT  0.99994655   +1 22 55.6
 SW1415;UTM  11      - 5,312,584.710   352,387.698   MT  0.99986775   -1 28 05.7
 SW1415
 SW1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1415!SPC WA N     -   0.99994129  x   0.99994655  =   0.99988785
 SW1415!UTM  11      -   0.99994129  x   0.99986775  =   0.99980905
 SW1415
 SW1415                          SUPERSEDED SURVEY CONTROL
 SW1415
 SW1415  NAD 83(1986)-  47 56 58.40368(N)    118 58 37.01656(W) AD(       ) 3
 SW1415  NAD 27      -  47 56 58.85500(N)    118 58 32.94200(W) AD(       ) 3
 SW1415
 SW1415.Superseded values are not recommended for survey control.
 SW1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1415.See file dsdata.txt to determine how the superseded data were derived.
 SW1415
 SW1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP5238812585(NAD 83)
 SW1415
 SW1415  HISTORY     - Date     Condition        Report By
 SW1415  HISTORY     - 1933     MONUMENTED       BOR
 SW1415
 SW1415                          STATION DESCRIPTION
 SW1415
 SW1415'DESCRIBED BY US BUREAU OF RECLAMATION 1933 (CMB)
 SW1415'LOCATED IN SE 1/4 SEC. 1, T. 28 N., R. 30 E. WM, NEAR EDGE OF
 SW1415'GREASEWOOD FLAT OVERLOOKING THE RIVER.  STATION IS ABOUT 1/2 MILE
 SW1415'S OF AXIS OF GRAND COULEE DAM, ON E SIDE OF RIVER, ABOUT 20 FEET
 SW1415'E OF CLAY BANK.
 SW1415'
 SW1415'STATION IS MARKED WITH IRON BOLT GROUTED IN GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2922 ***********************************************************************
 SY2922  DESIGNATION -  BEND 2
 SY2922  PID         -  SY2922
 SY2922  STATE/COUNTY-  WA/PIERCE
 SY2922  USGS QUAD   -  GIG HARBOR (1994)
 SY2922
 SY2922                         *CURRENT SURVEY CONTROL
 SY2922  ___________________________________________________________________
 SY2922* NAD 83(1991)-  47 16 33.25119(N)    122 32 00.56767(W)     ADJUSTED  
 SY2922* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY2922  ___________________________________________________________________
 SY2922  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 SY2922  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY2922
 SY2922  HORZ ORDER  -  SECOND
 SY2922
 SY2922.The horizontal coordinates were established by classical geodetic methods
 SY2922.and adjusted by the National Geodetic Survey in December 1991..
 SY2922
 SY2922.The orthometric height was scaled from a topographic map.
 SY2922
 SY2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2922
 SY2922.The geoid height was determined by GEOID03.
 SY2922
 SY2922;                    North         East     Units Scale Factor Converg.
 SY2922;SPC WA S     -   217,908.314   346,157.750   MT  0.99998737   -1 28 37.6
 SY2922;SPC WA S     -   714,920.86  1,135,685.88   sFT  0.99998737   -1 28 37.6
 SY2922;SPC WA N     -    32,096.822   371,364.080   MT  1.00004933   -1 15 56.9
 SY2922;SPC WA N     -   105,304.32  1,218,383.65   sFT  1.00004933   -1 15 56.9
 SY2922;UTM  10      - 5,235,930.488   535,283.596   MT  0.99961530   +0 20 33.8
 SY2922
 SY2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2922!SPC WA S     -   1.00000260  x   0.99998737  =   0.99998997
 SY2922!SPC WA N     -   1.00000260  x   1.00004933  =   1.00005193
 SY2922!UTM  10      -   1.00000260  x   0.99961530  =   0.99961790
 SY2922
 SY2922|---------------------------------------------------------------------|
 SY2922| PID    Reference Object                     Distance      Geod. Az  |
 SY2922|                                                           dddmmss.s |
 SY2922| CE3359 BEND 2 RM                            18.330 METERS 04023     |
 SY2922| SY2915 DOCK                                APPROX. 2.7 KM 2441447.7 |
 SY2922| SY2905 EVANS POINT LIGHT                   APPROX. 1.5 KM 3125557.3 |
 SY2922|---------------------------------------------------------------------|
 SY2922
 SY2922                          SUPERSEDED SURVEY CONTROL
 SY2922
 SY2922  NAD 83(1986)-  47 16 33.24676(N)    122 32 00.57827(W) AD(       ) 2
 SY2922  NAD 27      -  47 16 33.89200(N)    122 31 56.12500(W) AD(       ) 2
 SY2922
 SY2922.Superseded values are not recommended for survey control.
 SY2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2922.See file dsdata.txt to determine how the superseded data were derived.
 SY2922
 SY2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3528435930(NAD 83)
 SY2922_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2922
 SY2922  HISTORY     - Date     Condition        Report By
 SY2922  HISTORY     - 1935     MONUMENTED       CGS
 SY2922  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY2922
 SY2922                          STATION DESCRIPTION
 SY2922
 SY2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2922'STATION IS LOCATED IN PUGET SOUND ON THE E SIDE OF THE NARROWS ABOUT
 SY2922'5 PACES S OF THE CROSSING OF THE TACOMA LIGHT TRANSMISSION LINE,
 SY2922'ON TOP OF THE EMBANKMENT OF THE NORTHERN PACIFIC RAILROAD BETWEEN
 SY2922'THE TRACKS AND THE EDGE OF THE EMBANKMENT 2.782 METERS (MEASURED)
 SY2922'FROM THE CENTER OF THE NEAREST (MOST WESTERLY) RAIL, 8.255 METERS
 SY2922'FROM THE FARTHEST (MOST EASTERLY) RAIL, 10 PACES N OF A SWITCH
 SY2922'STAND AND 65 PACES N OF ANOTHER SWITCH STAND ON THE OPPOSITE SIDE
 SY2922'OF THE TRACKS.
 SY2922'
 SY2922'STATION MARK AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS SET
 SY2922'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  REFERENCE MARK NO.1 IS
 SY2922'ON THE INSHORE SIDE OF THE TRACKS AND N OF THE STATION.
 SY2922
 SY2922                          STATION RECOVERY (1965)
 SY2922
 SY2922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY2922'NOT FOUND.  NEITHER THE STATION MARK OR THE REFERENCE MARK WAS FOUND,
 SY2922'ALTHOUGH THEY COULD STILL BE THERE.  WEEDS AND BALLAST ALONG THE
 SY2922'TRACK WOULD MAKE THEM VERY DIFFICULT TO FIND, IF THEY ARE COVERED
 SY2922'OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1830 ***********************************************************************
 TR1830  DESIGNATION -  BEND 2 1859
 TR1830  PID         -  TR1830
 TR1830  STATE/COUNTY-  WA/WHATCOM
 TR1830  USGS QUAD   -  LUMMI BAY (1994)
 TR1830
 TR1830                         *CURRENT SURVEY CONTROL
 TR1830  ___________________________________________________________________
 TR1830* NAD 83(1991)-  48 46 43.15479(N)    122 38 51.10156(W)     ADJUSTED  
 TR1830* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1830  ___________________________________________________________________
 TR1830  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 TR1830  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TR1830
 TR1830  HORZ ORDER  -  THIRD
 TR1830
 TR1830.The horizontal coordinates were established by classical geodetic methods
 TR1830.and adjusted by the National Geodetic Survey in December 1991..
 TR1830
 TR1830.The orthometric height was scaled from a topographic map.
 TR1830
 TR1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1830
 TR1830.The geoid height was determined by GEOID03.
 TR1830
 TR1830;                    North         East     Units Scale Factor Converg.
 TR1830;SPC WA N     -   199,334.887   366,676.038   MT  1.00000884   -1 21 02.5
 TR1830;SPC WA N     -   653,984.54  1,203,002.97   sFT  1.00000884   -1 21 02.5
 TR1830;UTM  10      - 5,402,910.194   525,894.702   MT  0.99960824   +0 15 54.4
 TR1830
 TR1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1830!SPC WA N     -   1.00000306  x   1.00000884  =   1.00001190
 TR1830!UTM  10      -   1.00000306  x   0.99960824  =   0.99961130
 TR1830
 TR1830:                Primary Azimuth Mark                     Grid Az
 TR1830:SPC WA N     -  LUMNI ASTRO STATION 1859                 213 07 57.3
 TR1830:UTM  10      -  LUMNI ASTRO STATION 1859                 211 31 00.4
 TR1830
 TR1830|---------------------------------------------------------------------|
 TR1830| PID    Reference Object                     Distance      Geod. Az  |
 TR1830|                                                           dddmmss.s |
 TR1830| TR2003 LUMNI ASTRO STATION 1859            APPROX. 5.8 KM 2114654.8 |
 TR1830|---------------------------------------------------------------------|
 TR1830
 TR1830                          SUPERSEDED SURVEY CONTROL
 TR1830
 TR1830  NAD 83(1986)-  48 46 43.15456(N)    122 38 51.10388(W) AD(       ) 3
 TR1830  NAD 27      -  48 46 43.76000(N)    122 38 46.47000(W) AD(       ) 3
 TR1830
 TR1830.Superseded values are not recommended for survey control.
 TR1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1830.See file dsdata.txt to determine how the superseded data were derived.
 TR1830
 TR1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV2589502910(NAD 83)
 TR1830_MARKER: Z = SEE DESCRIPTION
 TR1830_SETTING: 0 = UNSPECIFIED SETTING
 TR1830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1830
 TR1830  HISTORY     - Date     Condition        Report By
 TR1830  HISTORY     - 1859     MONUMENTED       CGS
 TR1830  HISTORY     - 1949     MARK NOT FOUND   CGS
 TR1830
 TR1830                          STATION DESCRIPTION
 TR1830
 TR1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 TR1830'STATION WAS NOT RECOVERED.  A THIRTY-MINUTE SEARCH WAS MADE IN
 TR1830'THE AREA INDICATED BY THE 1859 DESCRIPTION BUT NO TRACE OF THE
 TR1830'REFERENCE STUBS COULD BE FOUND.  AS IT IS IMPROBABLE THAT THE
 TR1830'STATION MARK, A WOODEN CYLINDER, WOULD SURVIVE DECAY FOR 90 YEARS,
 TR1830'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2338 ***********************************************************************
 SC2338  DESIGNATION -  BEND RESET
 SC2338  PID         -  SC2338
 SC2338  STATE/COUNTY-  WA/PACIFIC
 SC2338  USGS QUAD   -  LONG ISLAND (1984)
 SC2338
 SC2338                         *CURRENT SURVEY CONTROL
 SC2338  ___________________________________________________________________
 SC2338* NAD 83(1991)-  46 27 55.53961(N)    123 56 39.23638(W)     ADJUSTED  
 SC2338* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC2338  ___________________________________________________________________
 SC2338  LAPLACE CORR-          16.85  (seconds)                    DEFLEC99
 SC2338  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SC2338
 SC2338  HORZ ORDER  -  THIRD
 SC2338
 SC2338.The horizontal coordinates were established by classical geodetic methods
 SC2338.and adjusted by the National Geodetic Survey in December 1991..
 SC2338
 SC2338.The orthometric height was scaled from a topographic map.
 SC2338
 SC2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2338
 SC2338.The geoid height was determined by GEOID03.
 SC2338
 SC2338;                    North         East     Units Scale Factor Converg.
 SC2338;SPC WA S     -   131,606.408   235,550.343   MT  0.99991677   -2 30 06.8
 SC2338;SPC WA S     -   431,778.69    772,801.42   sFT  0.99991677   -2 30 06.8
 SC2338;UTM  10      - 5,146,194.912   427,501.524   MT  0.99966461   -0 41 04.4
 SC2338
 SC2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2338!SPC WA S     -   1.00000355  x   0.99991677  =   0.99992032
 SC2338!UTM  10      -   1.00000355  x   0.99966461  =   0.99966816
 SC2338
 SC2338|---------------------------------------------------------------------|
 SC2338| PID    Reference Object                     Distance      Geod. Az  |
 SC2338|                                                           dddmmss.s |
 SC2338| CE2930 BEND RM 2                             7.063 METERS 09147     |
 SC2338| SC2331 BLUFF                               APPROX. 3.2 KM 3163749.0 |
 SC2338| CE2929 BEND RM 1                            19.830 METERS 32039     |
 SC2338|---------------------------------------------------------------------|
 SC2338
 SC2338                          SUPERSEDED SURVEY CONTROL
 SC2338
 SC2338  NAD 83(1991)-  46 27 55.53909(N)    123 56 39.23614(W) AD(       ) 3
 SC2338  NAD 83(1986)-  46 27 55.54141(N)    123 56 39.21673(W) AD(       ) 3
 SC2338  NAD 27      -  46 27 56.17947(N)    123 56 34.64365(W) AD(       ) 3
 SC2338
 SC2338.Superseded values are not recommended for survey control.
 SC2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2338.See file dsdata.txt to determine how the superseded data were derived.
 SC2338
 SC2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2750246195(NAD 83)
 SC2338
 SC2338  HISTORY     - Date     Condition        Report By
 SC2338  HISTORY     - 1872     MONUMENTED       CGS
 SC2338  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SC2338
 SC2338                          STATION DESCRIPTION
 SC2338
 SC2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (JJG)
 SC2338'THIS STATION IS AT THE NE POINT OF LONG ISLAND 1/2 MILE S FROM
 SC2338'STATION CONE.
 SC2338'
 SC2338'IN MAKING THE BEND HERE, THE SHORE LINE FORMS THREE POINTS--THE
 SC2338'SIGNAL IS ON THE MIDDLE OF THESE THREE.
 SC2338'
 SC2338'STATION IS ON A LARGE BROKEN BOULDER, 5 PACES BELOW HIGH WATER MARK.
 SC2338'THERE IS A SORT OF HOLLOW OR BASIN IN THE MIDDLE OF THIS BOULDER,
 SC2338'AND IN THE TOP OF A SMALL PROJECTION IN THIS BASIN A 1/2-INCH HOLE
 SC2338'IS DRILLED 1-1/2 INCHES DEEP.  THE HIGHEST POINT OF THIS BOULDER IS
 SC2338'1 METER NW FROM CENTER.
 SC2338'
 SC2338'A LEANING FIR TREE BEARS 346 DEG.  IT IS BLAZED AND MARKED WITH
 SC2338'COPPER NAIL, DISTANT 7 PACES.  N POINT OF ISLAND BEARS 244 DEG 45
 SC2338'MIN.  POINT S FROM STATION ROCK 202 DEG 00 MIN.  POINT S SIDE CUT
 SC2338'TO NASELLE R. 74 DEG 00 MIN.
 SC2338
 SC2338                          STATION RECOVERY (1939)
 SC2338
 SC2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2338'THIS STATION IS ON THE NE POINT OF LONG ISLAND, AT THE NARROWS 1/4
 SC2338'MILE NW OF THE JUNCTION OF LONG ISLAND SLOUGH AND THE NASELLE RIVER.
 SC2338'STATION IS ON A LARGE BROKEN BOULDER, ABOUT 5 METERS NE OF THE
 SC2338'HIGH-WATER LINE AND 12.3 METERS N OF A 6-FOOT BANK BEHIND THE BRUSH.
 SC2338'THIS IS THE LARGEST BEACH BOULDER IN THE VICINITY.  THE OLD DRILL
 SC2338'HOLE IN A DEPRESSION IN THE BOULDER WAS FOUND.  THE DRILL HOLE WAS
 SC2338'ENLARGED AND A STANDARD DISK CEMENTED IN IT.  THE OLD REFERENCE MARK
 SC2338'(COPPER NAILS IN A BLAZED FIR) WAS NOT FOUND.  TWO NEW REFERENCE
 SC2338'MARKS WERE ESTABLISHED AS FOLLOWS.
 SC2338'
 SC2338'REFERENCE MARK NO.1 IS A STANDARD REFERENCE DISK CEMENTED IN A DRILL
 SC2338'HOLE IN A SANDSTONE BOULDER ON THE BEACH NW OF THE STATION.
 SC2338'
 SC2338'REFERENCE MARK NO.2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 SC2338'SANDSTONE BOULDER ON THE BEACH E OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2404 ***********************************************************************
 SC2404  DESIGNATION -  BEND RESET
 SC2404  PID         -  SC2404
 SC2404  STATE/COUNTY-  WA/PACIFIC
 SC2404  USGS QUAD   -  SOUTH BEND (1994)
 SC2404
 SC2404                         *CURRENT SURVEY CONTROL
 SC2404  ___________________________________________________________________
 SC2404* NAD 83(1991)-  46 41 36.52351(N)    123 46 18.91791(W)     ADJUSTED  
 SC2404* NAVD 88     -       338.32   (+/-2cm)    1110.0    (feet)  VERTCON   
 SC2404  ___________________________________________________________________
 SC2404  LAPLACE CORR-          11.86  (seconds)                    DEFLEC99
 SC2404  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 SC2404
 SC2404  HORZ ORDER  -  THIRD
 SC2404  VERT ORDER  -  THIRD ? (See Below)
 SC2404
 SC2404.The horizontal coordinates were established by classical geodetic methods
 SC2404.and adjusted by the National Geodetic Survey in December 1991..
 SC2404
 SC2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2404.The vertical order pertains to the NGVD 29 superseded value.
 SC2404
 SC2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2404
 SC2404.The geoid height was determined by GEOID03.
 SC2404
 SC2404;                    North         East     Units Scale Factor Converg.
 SC2404;SPC WA S     -   156,369.951   249,823.838   MT  0.99991638   -2 22 36.2
 SC2404;SPC WA S     -   513,023.75    819,630.38   sFT  0.99991638   -2 22 36.2
 SC2404;UTM  10      - 5,171,391.756   440,979.537   MT  0.99964282   -0 33 42.3
 SC2404
 SC2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2404!SPC WA S     -   0.99995052  x   0.99991638  =   0.99986691
 SC2404!UTM  10      -   0.99995052  x   0.99964282  =   0.99959336
 SC2404
 SC2404|---------------------------------------------------------------------|
 SC2404| PID    Reference Object                     Distance      Geod. Az  |
 SC2404|                                                           dddmmss.s |
 SC2404| CE2933 BEND RM 5 AZIMUTH                    53.291 METERS 02742     |
 SC2404| CE2934 BEND WM 2 NE                         10.766 METERS 09513     |
 SC2404| SC0886 S 423                               APPROX. 3.2 KM 1145141.2 |
 SC2404| CE2936 BEND WM 3 SE                          7.970 METERS 15750     |
 SC2404| CE2931 BEND RM 1                             7.678 METERS 24458     |
 SC2404| CE2937 BEND WM 4 W                           7.833 METERS 29113     |
 SC2404| SC2453 PACIFIC COUNTY RADIO TOWER          210.314 METERS 34611     |
 SC2404| SC2452 BEND RM 6                           206.482 METERS 34632     |
 SC2404| CE2932 BEND RM 2                             3.979 METERS 35321     |
 SC2404| CE2935 BEND WM 1 NW                          6.462 METERS 35829     |
 SC2404|---------------------------------------------------------------------|
 SC2404
 SC2404                          SUPERSEDED SURVEY CONTROL
 SC2404
 SC2404  NAD 83(1991)-  46 41 36.52206(N)    123 46 18.91875(W) AD(       ) 3
 SC2404  NAD 83(1986)-  46 41 36.52318(N)    123 46 18.90532(W) AD(       ) 3
 SC2404  NAD 27      -  46 41 37.16442(N)    123 46 14.31720(W) AD(       ) 3
 SC2404  NGVD 29 (07/19/86)  337.26   (m)         1106.5    (f) LEVELING    3  
 SC2404
 SC2404.Superseded values are not recommended for survey control.
 SC2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2404.See file dsdata.txt to determine how the superseded data were derived.
 SC2404
 SC2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4098071392(NAD 83)
 SC2404_MARKER: DS = TRIANGULATION STATION DISK
 SC2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2404
 SC2404  HISTORY     - Date     Condition        Report By
 SC2404  HISTORY     - 1911     MONUMENTED       CGS
 SC2404  HISTORY     - 1935     SEE DESCRIPTION  USE
 SC2404  HISTORY     - 1937     GOOD             CGS
 SC2404  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SC2404  HISTORY     - 1965     GOOD             LOCENG
 SC2404  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SC2404  HISTORY     - 1974     GOOD             NGS
 SC2404  HISTORY     - 1976     GOOD             NGS
 SC2404  HISTORY     - 1976     GOOD             NGS
 SC2404
 SC2404                          STATION DESCRIPTION
 SC2404
 SC2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (EHP)
 SC2404'STATION IS ABOUT 2 MILES N OF SOUTH BEND, THE COUNTY SEAT, ON THE S
 SC2404'BROW OF THE PROMINENT RIDGE KNOWN AS NORTH BUTTE, ABOUT 150 METERS
 SC2404'INSIDE THE WOODLINE.
 SC2404'
 SC2404'SURFACE MARK IS A STANDARD DISK SET IN CEMENT BLOCK 8 INCHES SQUARE
 SC2404'AND 20 INCHES DEEP, AND THE TOP IS FLUSH WITH THE GROUND.
 SC2404'
 SC2404'SUBSURFACE MARK IS A BOTTLE INVERTED AND SUNK 30 INCHES BELOW THE
 SC2404'GROUND.
 SC2404'
 SC2404'REFERENCE MARK NO.1 IS AN 8- BY 8-INCH TRIANGULAR BLAZE CUT IN A
 SC2404'TREE 14 INCHES IN DIAMETER.  A 40-PENNY SPIKE IN THE CENTER WITH
 SC2404'HEAD EXPOSED IS THE MARK.  IT IS 6.53 METERS DISTANT FROM STATION.
 SC2404'
 SC2404'REFERENCE MARK NO.2 IS AN 8- BY 8-INCH TRIANGLE CUT IN OUTLINE IN A
 SC2404'TREE 20 INCHES IN DIAMETER.  A 40-PENNY SPIKE WITH HEAD EXPOSED IS
 SC2404'THE MARK.  IT IS 10.98 METERS DISTANT FROM STATION.
 SC2404
 SC2404                          STATION RECOVERY (1935)
 SC2404
 SC2404'RECOVERY NOTE BY US ENGINEERS 1935
 SC2404'RECOVERED WITH GREAT DIFFICULTY.
 SC2404'
 SC2404'SURFACE MARK HAS BEEN DESTROYED.  SUBSURFACE MARK RECOVERED IN GOOD
 SC2404'CONDITION.  A U.S.E. MAP CONTROL STATION DISK IN TOP OF A 2 1/2-FOOT
 SC2404'LENGTH OF 4-INCH CAST-IRON PIPE FILLED WITH CONCRETE WAS CENTERED
 SC2404'OVER THE SUBSURFACE MARK, BOTTOM OF THE PIPE 4 INCHES ABOVE THE
 SC2404'BOTTLE.  BOTH REFERENCE MARKS WERE EASILY RECOVERED.
 SC2404'
 SC2404'ALL AZIMUTHS ARE MAGNETIC FROM N.  DISTANCES ARE IN FEET.
 SC2404
 SC2404                          STATION RECOVERY (1937)
 SC2404
 SC2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (HCW)
 SC2404'STATION IS ON THE S BROW OF THE PROMINENT RIDGE KNOWN AS NORTH BUTTE
 SC2404'ABOUT 2 MILES N OF SOUTH BEND.
 SC2404'
 SC2404'STATION MARK IS A STANDARD CORP OF ENGINEERS MAP CONTROL STATION
 SC2404'DISK STAMPED, BEND AND SET IN A 4-INCH CONCRETE-FILLED PIPE.  THIS
 SC2404'MARK WAS SET FROM THE UNDERGROUND MARK IN 1934).
 SC2404'
 SC2404'REFERENCE MARK NO.1 IS THE ORIGINAL MARK, A 40-PENNY NAIL DRIVEN IN
 SC2404'A BLAZED HEMLOCK.
 SC2404'
 SC2404'REFERENCE MARKS NOS.2, 3, AND 4 ARE 1/2-INCH BOLTS DRIVEN IN BLAZED
 SC2404'HEMLOCKS.
 SC2404'
 SC2404'A 110-FOOT STEEL TOWER USED HERE.
 SC2404
 SC2404                          STATION RECOVERY (1939)
 SC2404
 SC2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2404'STATION WAS RECOVERED BY CORP OF ARMY ENGINEERS (29TH ENGINEERS) IN
 SC2404'1935, WHO FOUND THE SURFACE MARK DESTROYED, BUT THE SUBSURFACE MARK
 SC2404'IN GOOD CONDITION.  STATION WAS RE-MARKED ON THE SURFACE BY A U.S.
 SC2404'CORP OF ARMY ENGINEERS BRONZE MAP CONTROL STATION DISK SET IN
 SC2404'CONCRETE IN 2 1/2-FOOT LENGTH OF 4-INCH CAST-IRON PIPE, CENTERED
 SC2404'OVER THE RECOVERED SUBSURFACE MARK.
 SC2404'
 SC2404'STATION IS ON THE S HIGHEST POINT OF THE N AND S RIDGE ABOUT 1 MILE
 SC2404'N OF THE PORT OF WILLAPA HARBOR DOCK, WHICH IS BETWEEN RAYMOND AND
 SC2404'SOUTH BEND.
 SC2404'
 SC2404'REACHED FROM THE N END OF THE RIVERDALE BRIDGE (HIGHWAY BRIDGE OVER N
 SC2404'FORK WILLAPA RIVER AT RAYMOND) AS FOLLOWS--GO W ON THE MAIN ROAD
 SC2404'ALONG THE N BANK OF THE WILLAPA RIVER 2.3 MILES (ABOUT 1/2 MILE NW
 SC2404'OF THE POINT WHERE THE ROAD LEAVES THE RIVER), TURN RIGHT UP LANE GO
 SC2404'0.2 MILE TO POINT WHERE THE ROAD AND RIDGE MEET AND THE END OF TRUCK
 SC2404'TRAVEL.  CROSS SMALL CLEARING ON HILLSIDE STRIKING TRAIL IN
 SC2404'TIMBER, FOLLOW TRAIL AND BLAZES UP ALONG NOSE OF RIDGE TO THE
 SC2404'SOUTHERLY HIGHEST POINT AND STATION.  (RIDGE MAKES ABOUT A 30-DEGREE
 SC2404'TURN TO THE W AT THE HIGHEST POINT.)
 SC2404
 SC2404                          STATION RECOVERY (1965)
 SC2404
 SC2404'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 SC2404'RECOVERED BY RAYONIER INC.
 SC2404'
 SC2404'THE STATION IS A U.S.E. MAP CONTROL STATION DISK STAMPED BEND 1935
 SC2404'AND SET IN A 4 IN SOIL PIPE FILLED WITH CONCRETE.
 SC2404'
 SC2404'R.M. 2 IS A STANDARD USC AND GS SURVEY DISK STAMPED BEND 1911 RM 2
 SC2404'AND SET IN A 4 IN SOIL PIPE FILLED WITH CONCRETE.  RM BEARS N6 DEG W
 SC2404'13.0 MIN FROM THE STATION.
 SC2404'
 SC2404'THE AREA WAS LOGGED IN APRIL 1965 AND TREES HAVING SPIKES IN THEM
 SC2404'FOR RMS WERE CUT.  BOTH THE STATION AND THE RM ARE FIRMLY SET IN
 SC2404'THE GROUND.  AS AN AID IN RELOCATION OF THE POINT, A 1/2 IN X 8 IN
 SC2404'BOAT SPIKE WAS DRIVEN IN THE TOP OF THE EASTERLY OF 2 TWIN HEMLOCK
 SC2404'STUMPS 24 IN IN DIAMETER WHICH BEARS S22 DEG E 27.1 MIN FROM THE
 SC2404'STATION.  A 1/2 IN X 8 IN BOAT SPIKE WAS DRIVEN IN THE TOP OF A 30
 SC2404'IN SPRUCE STUMP BEARING N65 DEG W 25.7 MIN FROM THE STATION.  A 1/2
 SC2404'IN X 8 IN BOAT SPIKE WAS DRIVEN INTO THE TOP OF A 30 IN SPRUCE STUMP
 SC2404'ON THE LANDING AT THE END OF THE 2720 ROAD FROM WHICH THE STATION
 SC2404'BEARS S64 DEG W 156 MIN.  FROM THE LANDING THE TOWN OF RAYMOND BEARS
 SC2404'S70 DEG E.
 SC2404'
 SC2404'FROM THE JUNCTION OF S.S.H. 13-A (S.R. 105) AND U.S. 101 JUST NORTH
 SC2404'OF THE WILLAPA RIVER BRIDGE AT RAYMOND CONTINUE NORTH ALONG U.S. 101
 SC2404'1.6 MILES TO WALCH ROAD (ALSO KNOWN AS BUTTE CREEK ROAD) WHICH IS
 SC2404'ABOUT 0.1 MILE PAST THE BONNEVILLE SUBSTATION ON EAST SIDE OF
 SC2404'HIGHWAY AND THE CITY OF RAYMOND WATER INSTALLATION TO THE WEST OF
 SC2404'THE HIGHWAY.  TURN LEFT ONTO WALCH ROAD AND GO WEST (KEYS TO GATE
 SC2404'MAY BE GOTTEN FROM RAYONIER INCORPORATED, WEYERHAEUSER COMPANY OR
 SC2404'STATE DEPT. OF NATURAL RESOURCES) CLIMBING STEEP HILL TO RIDGE TOP
 SC2404'FOR 1.2 MILES TO JUNCTION WITH A-4 ROAD.  TURN LEFT ON A-4 ROAD, GO
 SC2404'0.45 MILES TO CREEK CROSSING AND JUNCTION WITH A-4-A ROAD.
 SC2404'CONTINUE ON 0.15 MILE UPHILL TO JUNCTION WITH A-4-B AND A-4-C ROADS.
 SC2404'KEEP RIGHT ON A-4 ROAD FOLLOWING WATER HOLE SIGN AND GO 0.8 MILE
 SC2404'(PASSING WATER HOLE) TO CROSSROAD JUNCTION OF 2720 ROAD, 2728 AND
 SC2404'2729 ROADS.  TURN LEFT ON 2720 ROAD GOING IN A SOUTHERLY DIRECTION.
 SC2404'KEEP RIGHT ON 2720 ROAD PAST JUNCTION WITH 2731 ROAD.  AT 0.1 MILE
 SC2404'CONTINUE 0.25 MILE FROM HERE TO JUNCTION WITH 2735 ROAD.  KEEP LEFT
 SC2404'ON 2720 ROAD AND GO 0.3 MILE TO END OF ROAD AND STATION AS
 SC2404'DESCRIBED.
 SC2404
 SC2404                          STATION RECOVERY (1967)
 SC2404
 SC2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SC2404'THE UNDERGROUND STATION MARK WAS RECOVERED BY THE CORPS OF ARMY
 SC2404'ENGINEERS IN 1935 AND A NEW SURFACE MARK CENTERED OVER THE
 SC2404'UNDERGROUND MARK.  SURFACE STATION MARK IS A U.S. ARMY CORPS OF
 SC2404'ENGINEERS MAP CONTROL STATION DISK SET IN A 4-INCH PIPE FILLED WITH
 SC2404'CONCRETE AND PROJECTING 8 INCHES.  THE MARK IS 9 YARDS WEST OF A
 SC2404'4-FOOT HIGH STUMP WHICH IS 4 FEET WIDE AND 2 FEET THICK, ON A KNOLL
 SC2404'ON A RIDGE WHICH DROPS OFF SHARPLY FROM NORTH AROUND TO SOUTH.  THE
 SC2404'GROUND IS ABOUT 25 FEET HIGHER ABOUT 200 YARDS WEST-NORTHWEST OF THE
 SC2404'STATION, AND ABOUT 100 YARDS TO THE SOUTH THERE IS ANOTHER KNOLL
 SC2404'ABOUT 20 FEET LOWER THAN THE STATION--A METAL WITNESS POST WAS SET 1
 SC2404'FOOT EAST OF THE MARK.
 SC2404'
 SC2404'REFERENCE MARK NO. 2, STAMPED BEND 1911 RM 2, IS A STANDARD DISK
 SC2404'SET IN A CONCRETE-FILLED 4-INCH PIPE WHICH PROJECTS 6 INCHES.  IT IS
 SC2404'7 YARDS NORTH-NORTHEAST OF A 4-FOOT HIGH, 30-INCH STUMP WITH LARGE
 SC2404'ROOTS EXPOSED.
 SC2404'
 SC2404'REFERENCE MARK NO. 5 IS A 2 1/2-INCH BRONZE DISK WITH THE LETTERS W
 SC2404'WM T N R CAST ON THE DISK AND BEND REFERENCE MARK NO 5 1967 STAMPED
 SC2404'ON THE DISK.  THE DISK IS SET IN A 10-INCH SQUARE CONCRETE POST WHICH
 SC2404'PROJECTS 6 INCHES, 41 FEET NORTH OF A BRIDGE SPIKE IN THE CENTER OF
 SC2404'A 30-INCH DIAMETER STUMP WHICH PROJECTS 3 FEET, (STUMP IS IN THE
 SC2404'SOUTHEAST ANGLE OF A SHORT Y USED FOR A TURN-AROUND AT THE END OF
 SC2404'THE ROAD), 20 FEET NORTH OF AND 2 FEET LOWER THAN THE ROAD AND 1
 SC2404'FOOT SOUTH OF A METAL WITNESS POST.
 SC2404'
 SC2404'TO REACH FROM THE TRAFFIC LIGHT AT THE SOUTH END OF THE BRIDGE
 SC2404'BETWEEN ABERDEEN AND COSMOPOLIS, ON U.S. HIGHWAY 101, GO SOUTHERLY
 SC2404'ON U.S. HIGHWAY 101 FOR 9.8 MILES TO INTERSECTION OF HIGHWAY 101 AND
 SC2404'STATE HIGHWAY 107, CONTINUE SOUTH ON U.S. HIGHWAY 101 FOR 9.6 MILES
 SC2404'TO A BRIDGE OVER SMITH CREEK, CROSS BRIDGE AND TURN RIGHT, GO 0.9
 SC2404'MILE TO FORK, KEEP LEFT FORK 0.1 MILE, KEEP LEFT FORK 1.2 MILES,
 SC2404'KEEP LEFT FORK, (STRAIGHT AT ROAD NO. 2700), 0.7 MILE, KEEP LEFT
 SC2404'FORK (ROAD 2720), 0.75 MILE TO A FORK (STATION LOGGER IS ON THE KNOLL
 SC2404'ABOUT 750 FEET LEFT FROM HERE), KEEP RIGHT FORK 0.15 MILE, KEEP
 SC2404'RIGHT FORK 0.05 MILE, KEEP LEFT FORK 1.4 MILES, KEEP LEFT FORK 0.75
 SC2404'MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD 0.1 MILE, KEEP
 SC2404'RIGHT 0.25 MILE, KEEP LEFT 0.35 MILE TO A SHORT Y USED FOR
 SC2404'TURN-AROUND AT THE END OF THE ROAD, AND RM 5 ON THE LEFT AND THE
 SC2404'STATION ABOUT 150 FEET TO THE RIGHT AND ABOUT 20 FEET HIGHER THAN
 SC2404'THE ROAD.
 SC2404
 SC2404                          STATION RECOVERY (1974)
 SC2404
 SC2404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SC2404'THE STATION WAS RECOVERED AS DESCRIBED BY H.J.S. IN 1967.  A RADIO
 SC2404'TOWER HAS BEEN BUILT AND AN ANTENNA FIELD STARTED ON THE HIGHER
 SC2404'KNOB NORTH OF THE STATION.  REFERENCE MARK NO. 6 WAS ESTABLISHED TO
 SC2404'SERVE AS AN ECCENTRIC POINT WHICH WILL SEE INTO THE VALLEY.
 SC2404'INFORMATION WAS OBTAINED IN ORDER TO COMPUTE A POSITION OF THE
 SC2404'RADIO TOWER, WHICH WILL SERVE AS AN AZIMUTH FROM MANY AREAS OF THE
 SC2404'VALLEY.  A DESCRIPTION OF THE NEW MARKS AND NEW DIRECTIONS TO REACH
 SC2404'THE STATION FOLLOW--
 SC2404'
 SC2404'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND STATE
 SC2404'HIGHWAY 105, WHICH IS AT THE NORTH END OF THE BRIDGE OVER THE NORTH
 SC2404'FORK OF THE WILLAPA RIVER, IN THE NORTHEASTERN PART OF RAYMOND, GO
 SC2404'NORTH ON U.S. HIGHWAY 101 FOR 1.6 MILES TO A ROAD LEFT ON A CURVE TO
 SC2404'THE RIGHT.  (WELCH ROAD, ALSO C-LINE LOGGING ROAD), TURN LEFT AND
 SC2404'FOLLOW C-LINE 1.2 MILES TO A FORK IN A SADDLE, KEEP LEFT ON D-LINE
 SC2404'LOGGING ROAD FOR 0.45 MILE TO A FILL ACROSS A STREAM, CONTINUE
 SC2404'UPHILL 0.45 MILE TO A HORSESHOE CURVE, CONTINUE 0.55 MILE TO A T
 SC2404'INTERSECTION WITH ROAD SIGNS D 2110, 2728, 2729, D 2100.  KEEP
 SC2404'LEFT ON 2729 AND D 2100 FOR 0.1 MILE, KEEP RIGHT FORK 0.25 MILE, KEEP
 SC2404'LEFT FORK 0.2 MILE TO THE PACIFIC COUNTY RADIO MAST AND REFERENCE
 SC2404'MARK NO. 6 ON THE LEFT.  CONTINUE 0.1 MILE TO A Y, CONTINUE ON LEFT
 SC2404'FORK ABOUT 50 FEET TO A SHORT Y USED FOR A TURN-AROUND AND REFERENCE
 SC2404'MARK NO. 5 ON THE LEFT, 41 FEET NORTH OF THE BRIDGE SPIKE IN THE
 SC2404'TOP OF A 3-FOOT STUMP ON THE RIGHT.  STATION IS ABOUT 135 FEET
 SC2404'SOUTH-SOUTHWEST OF THIS BRIDGE SPIKE AND ABOUT 20 FEET HIGHER THAN
 SC2404'THE ROAD.
 SC2404'
 SC2404'REFERENCE MARK NO. 6, STAMPED BEND 1911 NO 6 1974, IS A STANDARD
 SC2404'DISK SET IN THE APPROXIMATE CENTER OF THE ROOF A 10-FOOT SQUARE
 SC2404'CONCRETE BUILDING ABOUT 7 FEET HIGH.  MARK IS 13.28 FEET SOUTHEAST OF
 SC2404'THE CENTER OF THE RADIO TOWER.
 SC2404'
 SC2404'PACIFIC COUNTY RADIO TOWER IS A THREE-LEGGED TOWER, 18 INCHES ON A
 SC2404'SIDE ALUMINUM COLORED, ABOUT 50 FEET HIGH WITH A POLE ANTENNA ON THE
 SC2404'TOP-CENTER, 13 FEET NORTHWEST OF THE CENTER OF A 10-FOOT SQUARE
 SC2404'CONCRETE BUILDING AND ON THE SUMMIT OF A HILL KNOWN LOCALLY AS HOLY
 SC2404'CROSS.
 SC2404'
 SC2404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES NORTH OF
 SC2404'SOUTH BEND.
 SC2404
 SC2404                          STATION RECOVERY (1976)
 SC2404
 SC2404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SC2404'FROM 1967 REC. NOTE, GEODETIC AZIMUTH TO R.M. 5 = 207 41 16
 SC2404'
 SC2404'ANGLE OBSERVED 1976, R.M. 5 TO R.M. 2 = 325 44 45
 SC2404'
 SC2404'DISTANCE MEASURED TO R.M. 2 IN 1976 = 13.05 FT. 3.979M.
 SC2404'
 SC2404'THE STATION WAS RECOVERED AS DESCRIBED BY H.J.S. IN 1967, AND BY
 SC2404'C.L.N. IN 1974.  THE 1974 RECOVERY NOTE GIVES THE BEST ROUTE FOR
 SC2404'REACHING THE STATION.
 SC2404'
 SC2404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES NORTH OF
 SC2404'SOUTH BEND.
 SC2404
 SC2404                          STATION RECOVERY (1976)
 SC2404
 SC2404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SC2404'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 SC2404'A COMPLETE NEW DESCRIPTION FOLLOWS.  BOX SCORE ABOVE IS COMBINED
 SC2404'WITH WORK DONE IN PREVIOUS YEARS.
 SC2404'
 SC2404'STATION IS ABOUT 2 MILES NORTH OF SOUTH BEND, ON A HILL KNOWN
 SC2404'LOCALLY AS HOLY CROSS ON A KNOB ABOUT 677 FEET SOUTH OF AND 35 FEET
 SC2404'LOWER THAN THE HIGHEST POINT.  THERE IS A SMALL CONCRETE BUILDING
 SC2404'AND RADIO TOWER ON THE HIGHEST POINT.  THERE IS ANOTHER KNOLL ABOUT
 SC2404'100 YARDS SOUTHWEST OF AND 20 FEET LOWER THAN THE STATION.
 SC2404'
 SC2404'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND STATE
 SC2404'HIGHWAY 105, WHICH IS AT THE NORTH END OF THE BRIDGE OVER THE NORTH
 SC2404'FORK OF WILLAPA RIVER, IN THE NORTHEASTERN PART OF RAYMOND, GO
 SC2404'NORTH ON U.S. HIGHWAY 101 FOR 1.6 MILES TO A ROAD LEFT ON A CURVE TO
 SC2404'THE RIGHT.  (WELCH ROAD, ALSO C-LINE LOGGING ROAD), TURN LEFT AND
 SC2404'FOLLOW C-LINE FOR 1.2 MILES TO A FORK IN A SADDLE, KEEP LEFT ON
 SC2404'D-LINE LOGGING ROAD FOR 0.45 MILE TO A FILL ACROSS A STREAM,
 SC2404'CONTINUE UPHILL 0.45 MILE TO A HORSESHOE CURVE, CONTINUE 0.55 MILE
 SC2404'TO A T-INTERSECTION WITH ROAD SIGNS D 2110, 2728, 2729, D 2100.
 SC2404'KEEP LEFT ON 2729 AND D 2100 FOR 0.1 MILE, KEEP RIGHT FORK 0.25 MILE,
 SC2404'KEEP LEFT FORK 0.2 MILE TO THE PACIFIC COUNTY RADIO MAST AND
 SC2404'REFERENCE MARK NO. 6 ON THE LEFT, CONTINUE 0.1 MILE TO A Y, CONTINUE
 SC2404'ON LEFT FORK ABOUT 50 FEET TO A SHORT Y USED AS A TURN-AROUND AND
 SC2404'REFERENCE MARK NO. 5 ON THE LEFT, 41 FEET NORTH OF THE RAILROAD SPIKE
 SC2404'IN THE TOP OF A 3-FOOT STUMP ON THE RIGHT.  STATION IS ABOUT 135
 SC2404'FEET SOUTH-SOUTHWEST OF THIS SPIKE.
 SC2404'
 SC2404'THE STATION MARK IS A U.S. ARMY CORPS OF ENGINEERS MAP CONTROL
 SC2404'STATION DISK SET IN A 4-INCH PIPE FILLED WITH CONCRETE WHICH
 SC2404'PROJECTS 8 INCHES.  IT IS 9 YARDS WEST OF A 4-FOOT HIGH STUMP WHICH
 SC2404'IS ABOUT 4 FEET LONG AND 2 FEET WIDE.
 SC2404'
 SC2404'REFERENCE MARK NO. 2, STAMPED BEND 1911 RM 2, IS A STANDARD DISK
 SC2404'SET IN A CONCRETE FILLED PIPE WHICH PROJECTS 6 INCHES.  IT IS 7
 SC2404'YARDS NORTH-NORTHEAST OF A 4-FOOT HIGH, 30-INCH STUMP WITH LARGE
 SC2404'ROOTS EXPOSED.
 SC2404'
 SC2404'REFERENCE MARK NO. 5, STAMPED BEND REFERENCE MARK NO 5 1967, IS A
 SC2404'2-1/2 INCH BRONZE DISK WITH THE LETTERS W WM T N R CAST IN THE
 SC2404'DISK, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES, 20
 SC2404'FEET NORTH OF AND 2 FEET LOWER THAN THE ROAD.  AND 1 FOOT NORTH OF A
 SC2404'METAL WITNESS POST.
 SC2404'
 SC2404'REFERENCE MARK NO. 6, STAMPED BEND 1911 NO 6 1974, IS A STANDARD
 SC2404'DISK SET IN THE APPROXIMATE CENTER OF THE ROOF OF A 10-FOOT SQUARE
 SC2404'CONCRETE BUILDING ABOUT 7 FEET HIGH WHICH IS ON THE HIGHEST POINT OF
 SC2404'THE HILL.  IT IS 13.28 FEET SOUTHEAST OF THE CENTER OF THE RADIO
 SC2404'TOWER.
 SC2404'
 SC2404'THE RAILROAD SPIKES LISTED IN THE BOX SCORE ARE DRIVEN INTO THE TOP
 SC2404'OF LARGE STUMPS (2 FEET OR MORE IN DIAMETER).
 SC2404'
 SC2404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES NORTH OF
 SC2404'SOUTH BEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2452 ***********************************************************************
 SC2452  DESIGNATION -  BEND RM 6
 SC2452  PID         -  SC2452
 SC2452  STATE/COUNTY-  WA/PACIFIC
 SC2452  USGS QUAD   -  SOUTH BEND (1994)
 SC2452
 SC2452                         *CURRENT SURVEY CONTROL
 SC2452  ___________________________________________________________________
 SC2452* NAD 83(1991)-  46 41 43.02654(N)    123 46 21.18045(W)     ADJUSTED  
 SC2452* NAVD 88     -       351.1    (meters)    1152.     (feet)  VERTCON   
 SC2452  ___________________________________________________________________
 SC2452  LAPLACE CORR-          11.91  (seconds)                    DEFLEC99
 SC2452  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SC2452
 SC2452  HORZ ORDER  -  SECOND
 SC2452
 SC2452.The horizontal coordinates were established by classical geodetic methods
 SC2452.and adjusted by the National Geodetic Survey in December 1991..
 SC2452
 SC2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2452
 SC2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2452
 SC2452.The geoid height was determined by GEOID03.
 SC2452
 SC2452;                    North         East     Units Scale Factor Converg.
 SC2452;SPC WA S     -   156,572.563   249,784.139   MT  0.99991644   -2 22 37.8
 SC2452;SPC WA S     -   513,688.48    819,500.13   sFT  0.99991644   -2 22 37.8
 SC2452;UTM  10      - 5,171,592.954   440,933.454   MT  0.99964288   -0 33 44.0
 SC2452
 SC2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2452!SPC WA S     -   0.99994853  x   0.99991644  =   0.99986497
 SC2452!UTM  10      -   0.99994853  x   0.99964288  =   0.99959142
 SC2452
 SC2452:                Primary Azimuth Mark                     Grid Az
 SC2452:SPC WA S     -  GOOSE 4                                  247 58 36.3
 SC2452:UTM  10      -  GOOSE 4                                  246 09 42.5
 SC2452
 SC2452|---------------------------------------------------------------------|
 SC2452| PID    Reference Object                     Distance      Geod. Az  |
 SC2452|                                                           dddmmss.s |
 SC2452| SC2526 GOOSE 4                             APPROX.15.8 KM 2453558.5 |
 SC2452|---------------------------------------------------------------------|
 SC2452
 SC2452                          SUPERSEDED SURVEY CONTROL
 SC2452
 SC2452  NAD 83(1991)-  46 41 43.02508(N)    123 46 21.18130(W) AD(       ) 2
 SC2452  NAD 83(1986)-  46 41 43.02621(N)    123 46 21.16790(W) AD(       ) 2
 SC2452  NAD 27      -  46 41 43.66748(N)    123 46 16.57942(W) AD(       ) 2
 SC2452  NGVD 29 (07/19/86)  350.0    (m)         1148.     (f) VERT ANG       
 SC2452
 SC2452.Superseded values are not recommended for survey control.
 SC2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2452.See file dsdata.txt to determine how the superseded data were derived.
 SC2452
 SC2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4093371593(NAD 83)
 SC2452_MARKER: DR = REFERENCE MARK DISK
 SC2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SC2452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2452+STABILITY: SURFACE MOTION
 SC2452
 SC2452  HISTORY     - Date     Condition        Report By
 SC2452  HISTORY     - 1974     MONUMENTED       NGS
 SC2452  HISTORY     - 1976     GOOD             NGS
 SC2452  HISTORY     - 1977     GOOD             NGS
 SC2452
 SC2452                          STATION DESCRIPTION
 SC2452
 SC2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SC2452'THIS STATION WAS ESTABLISHED TO SERVE AS AN AZIMUTH MARK AND AN
 SC2452'ECCENTRIC POINT FROM TRIANGULATION STATION BEND 1911.  THIS MARK
 SC2452'AFFORDS MUCH GREATER VISIBILITY INTO THE VALLEY THAN DOES THE
 SC2452'ORIGINAL STATION.
 SC2452'
 SC2452'TO REACH STATION BEND FROM THE INTERSECTION OF U.S. HWY 101 AND STATE
 SC2452'HWY 105, WHICH IS AT THE NORTH END OF THE BRIGDE OVER THE NORTH FORK
 SC2452'OF WILLAPA RIVER, IN THE NORTHEASTERN PART OF RAYMOND, GO NORTH ON
 SC2452'U.S. HWY FOR 1.6 MILES TO A ROAD LEFT ON A CURVE TO THE RIGHT.  (WELCH
 SC2452'ROAD, ALSO C LINE LOGGING ROAD), TURN LEFT AND FOLLOW C LINE FOR
 SC2452'1.2 MILES TO A FORK IN A SADDLE, KEEP LEFT ON D LINE LOGGING ROAD
 SC2452'FOR 0.45 MILE TO A FILL ACROSS A STREAM, CONTINUE UPHILL 0.45 MILE
 SC2452'TO A HORSESHOE CURVE, CONTINUE 0.55 MILE TO A T INTERSECTION WITH
 SC2452'ROAD SIGNS D 2110, 2728, 2729, D 2100.  KEEP LEFT ON 2729 AND D 2100
 SC2452'FOR 0.1 MILE, KEEP RIGHT FOR 0.25 MILE, KEEP LEFT FOR 0.2 MILE TO
 SC2452'THE PACIFIC COUNTY RADIO MAST AND REFERENCE MARK NO. 6 ON THE LEFT.
 SC2452'
 SC2452'REFERENCE MARK NO. 6, STAMPED BEND 1911 NO. 6 1974, IS A STANDARD
 SC2452'DISK SET IN THE APPROXIMATE CENTER OF THE ROOF OF A 10 FOOT SQUARE
 SC2452'CONCRETE BUILDING ABOUT 7 FEET HIGH WHICH IS ON THE HIGHEST POINT OF
 SC2452'THE HILL.  IT IS 13.28 FT SOUTHEAST OF THE CENTER OF THE RADIO TOWER.
 SC2452'
 SC2452'NEAREST TOWN--SOUTH BEND.
 SC2452
 SC2452                          STATION RECOVERY (1976)
 SC2452
 SC2452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SC2452'THE STATION WAS RECOVERED AS DESCRIBED IN 1974, AND AS DESCRIBED IN
 SC2452'THE 1974 RECOVERY NOTE FOR STATION BEND 1911.
 SC2452'
 SC2452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 SC2452'SOUTH BEND.
 SC2452
 SC2452                          STATION RECOVERY (1977)
 SC2452
 SC2452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SC2452'THE STATION WAS RECOVERED AS DESCRIBED BY C.L.N. IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2365 ***********************************************************************
 SA2365  DESIGNATION -  BENDER RESET
 SA2365  PID         -  SA2365
 SA2365  STATE/COUNTY-  WA/BENTON
 SA2365  USGS QUAD   -  WHITSTRAN NE (1965)
 SA2365
 SA2365                         *CURRENT SURVEY CONTROL
 SA2365  ___________________________________________________________________
 SA2365* NAD 83(1991)-  46 14 50.88269(N)    119 33 51.05206(W)     ADJUSTED  
 SA2365* NAVD 88     -       624.5    (meters)    2049.     (feet)  VERTCON   
 SA2365  ___________________________________________________________________
 SA2365  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 SA2365  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA2365
 SA2365  HORZ ORDER  -  FIRST
 SA2365
 SA2365.The horizontal coordinates were established by classical geodetic methods
 SA2365.and adjusted by the National Geodetic Survey in December 1991..
 SA2365
 SA2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2365
 SA2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2365
 SA2365.The geoid height was determined by GEOID03.
 SA2365
 SA2365;                    North         East     Units Scale Factor Converg.
 SA2365;SPC WA S     -   102,033.616   572,161.154   MT  0.99993187   +0 40 47.2
 SA2365;SPC WA S     -   334,755.29  1,877,165.39   sFT  0.99993187   +0 40 47.2
 SA2365;UTM  11      - 5,124,739.342   302,339.330   MT  1.00008029   -1 51 10.0
 SA2365
 SA2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2365!SPC WA S     -   0.99990544  x   0.99993187  =   0.99983732
 SA2365!UTM  11      -   0.99990544  x   1.00008029  =   0.99998572
 SA2365
 SA2365|---------------------------------------------------------------------|
 SA2365| PID    Reference Object                     Distance      Geod. Az  |
 SA2365|                                                           dddmmss.s |
 SA2365| CF4481 BENDER RM 1                           8.930 METERS 00637     |
 SA2365| SA2364 BENDER                                3.228 METERS 02428     |
 SA2365| CF4480 BENDER AZ MK                                       0692625.5 |
 SA2365| CF4482 BENDER RM 2                           7.538 METERS 08737     |
 SA2365| SA2291 RICHLAND RAD STA KORD FM MAST       APPROX.18.8 KM 0940206.9 |
 SA2365| SA2366 KIONA TV STA KNDU MICROWAVE          26.237 METERS 11436     |
 SA2365|---------------------------------------------------------------------|
 SA2365
 SA2365                          SUPERSEDED SURVEY CONTROL
 SA2365
 SA2365  NAD 83(1991)-  46 14 50.88872(N)    119 33 51.05048(W) AD(       ) 1
 SA2365  NAD 83(1986)-  46 14 50.89104(N)    119 33 51.04385(W) AD(       ) 1
 SA2365  NAD 27      -  46 14 51.40900(N)    119 33 46.94800(W) AD(       ) 1
 SA2365  NGVD 29 (07/19/86)  623.5    (m)         2046.     (f) VERT ANG       
 SA2365
 SA2365.Superseded values are not recommended for survey control.
 SA2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2365.See file dsdata.txt to determine how the superseded data were derived.
 SA2365
 SA2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM0233924739(NAD 83)
 SA2365_MARKER: DS = TRIANGULATION STATION DISK
 SA2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2365_STAMPING: BENDER 1925 RESET 1947
 SA2365_MARK LOGO: CGS   
 SA2365
 SA2365  HISTORY     - Date     Condition        Report By
 SA2365  HISTORY     - 1947     MONUMENTED       CGS
 SA2365  HISTORY     - 1962     GOOD             WAWHI
 SA2365  HISTORY     - 1971     GOOD             NGS
 SA2365  HISTORY     - 1974     GOOD             DMA
 SA2365
 SA2365                          STATION DESCRIPTION
 SA2365
 SA2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SA2365'THE STATION WAS RECOVERED AS DESCRIBED.  THE SURFACE MARK HAD BEEN
 SA2365'DISTURBED, THE UNDERGROUND MARK WAS RECOVERED AND A NEW SURFACE MARK
 SA2365'WAS PLACED DIRECTLY OVER IT.  A COMPLETE DESCRIPTION FOLLOWS.
 SA2365'
 SA2365'THE STATION IS LOCATED ON THE HIGHEST POINT IN THE VICINITY ON THE
 SA2365'HIGH RANGE OF HILLS JUST SOUTH OF THE YAKIMA RIVER.  IT IS ABOUT
 SA2365'11 MILES AIRLINE NORTHEAST OF PROSSER, ABOUT 3 MILES AIRLINE
 SA2365'SOUTHWEST OF KIONA, AND ABOUT 20 MILES AIRLINE WEST OF KENNEWICK.
 SA2365'
 SA2365'THE STATION IS NEAR THE POINT OF INTERSECTION OF THE RIDGE RUNNING
 SA2365'NORTHEAST AND SOUTHWEST AND THE RIDGE RUNNING EAST AND WEST, AND IS
 SA2365'60 FEET SOUTH OF THE NORTH BLUFF OF THE HILL.  IT IS A STANDARD DISK
 SA2365'SET IN THE TOP OF A CONCRETE POST AND STAMPED BENDER
 SA2365'1925 RESET 1947, PROJECTS 3 INCHES ABOVE THE GROUND.
 SA2365'
 SA2365'THE UNDERGROUND STATION DISK IS CEMENTED IN SHELL ROCK INSTEAD OF
 SA2365'BEDROCK.
 SA2365'
 SA2365'TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED AND
 SA2365'WILL BE DESCRIBED IN THE FOLLOWING PARAGRAPHS.
 SA2365'
 SA2365'REFERENCE MARK NUMBER ONE IS A STANDARD REFERENCE DISK STAMPED BENDER
 SA2365'NO 1 1947, AND WELDED TO THE TOP OF AN IRON PIPE SET IN CONCRETE.
 SA2365'IT IS ABOUT THE SAME ELEVATION AS THE STATION, AND PROJECTS 6
 SA2365'INCHES ABOVE THE GROUND.
 SA2365'
 SA2365'REFERENCE MARK NUMBER TWO IS A STANDARD REFERENCE DISK STAMPED BENDER
 SA2365'NO 2 1947, AND WELDED TO THE TOP OF AN IRON PIPE SET IN CONCRETE.
 SA2365'IT IS ABOUT 1 FOOT LOWER THAN THE STATION, AND PROJECTS 6 INCHES
 SA2365'ABOVE THE GROUND.
 SA2365'
 SA2365'THE AZIMUTH MARK IS LOCATED 15 FEET NORTHWEST OF A 4X4 POST THAT IS
 SA2365'IN THE CENTER OF A 3 FOOT CAIRN, AND ON THE WEST SLOPE AND NEAR THE
 SA2365'TOP OF A HILL SOUTH OF THE YAKIMA RIVER.  IT IS A STANDARD AZIMUTH
 SA2365'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER PROTRUDING ABOUT 4
 SA2365'FEET ABOVE THE GROUND.  IT IS STAMPED BENDER 1925.  TO REACH THE
 SA2365'MARK FROM THE STATION GO EAST AND NORTHEAST ALONG THE TOP OF THE
 SA2365'RIDGE FOR 1.2 MILES TO THE MARK ON THE WEST SLOPE OF THE HILL AS
 SA2365'DESCRIBED.
 SA2365'
 SA2365'BENDER (USGS) IS A STANDARD USGS DISK, UNSTAMPED, AND SET IN A
 SA2365'DRILL HOLE IN A SMALL BOULDER THAT IS FLUSH WITH THE SURFACE.
 SA2365'
 SA2365'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KIONA GO SOUTH ON THE
 SA2365'PAVED ROAD FOR 0.5 MILE TO A FORK.  TURN RIGHT, WESTERLY, ONTO A
 SA2365'GRAVEL ROAD UP GRADE FOR 2.5 MILES TO THE SUMMIT AND A TRACK ROAD ON
 SA2365'THE RIGHT.  TURN RIGHT, NORTHWESTERLY, AND FOLLOW THE TRACK ALONG
 SA2365'THE TOP OF THE RIDGE FOR 1.25 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 SA2365'CONTINUE ON THE TRACK ROAD, SOUTHWEST AND WEST, FOR 1.2 MILES TO
 SA2365'THE TOP OF THE RIDGE AND THE STATION ON THE HIGHEST POINT IN THE
 SA2365'VICINITY AS DESCRIBED.  THE LAST 0.5 MILE IS STEEP AND THE TRACK
 SA2365'ROAD IS VERY DIM.
 SA2365'
 SA2365'DIRECTION TO BENDER (USGS) DID NOT CHECK, AND WAS NOTED AND
 SA2365'CHECKED IN THE FIELD.
 SA2365'
 SA2365'OBSERVED FROM A 4 FT. WOOD STAND.
 SA2365
 SA2365                          STATION RECOVERY (1962)
 SA2365
 SA2365'RECOVERY NOTE BY WALKER AND WHITEFORD INCORPORATED 1962
 SA2365'STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 FOUND IN GOOD
 SA2365'CONDITION AS DESCRIBED.
 SA2365
 SA2365                          STATION RECOVERY (1971)
 SA2365
 SA2365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 SA2365'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 SA2365'RECOVERED AND FOUND IN GOOD CONDITION.  BENDER (USGS) WAS RECOVERED
 SA2365'AND IS BATTERED SOMEWHAT BUT APPEARS TO BE SOLID.  A DIFFERENCE
 SA2365'OF 0.008 METERS SHORTER MEASUREMENT WAS FOUND IN THE DISTANCE TO
 SA2365'BOTH REFERENCE MARKS 1 AND 2.  DUE TO THIS DIFFERENCE AND SOME
 SA2365'ROAD CHANGES, FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 SA2365'
 SA2365'THE STATION IS LOCATED ABOUT 20 MILES WEST OF KENNEWICK, 11 MILES
 SA2365'NORTHEAST OF PROSSER, 3 MILES SOUTHWEST OF KIONA, ON THE PROPERTY
 SA2365'OF MR. M. ALLERINGS, PHONE NUMBER 984-7060, WHO LIVES ON A FARM
 SA2365'ABOUT 4 MILES SOUTHWEST OF THE STATION AND IS IN THE NORTHEAST
 SA2365'1/4 OF SECTION 28, T 9 N, R 26 E.
 SA2365'
 SA2365'TO REACH THE STATION FROM THE POST OFFICE IN KIONA, GO SOUTH ON
 SA2365'WEBER CANYON ROAD FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 SA2365'GO WESTERLY ON MC BEE ROAD FOR 3.5 MILES TO A SIDE ROAD RIGHT.
 SA2365'TURN RIGHT AND GO NORTHERLY ON A ROAD FOR 0.6 MILE TO THE TOP OF A
 SA2365'RIDGE.  TURN LEFT AND GO WEST ALONG THE TOP OF THE RIDGE ON A
 SA2365'TRACK ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 SA2365'CONTINUE WEST ON THE TRACK ROAD FOR 1.2 MILES TO THE TOP OF THE
 SA2365'HILL, TWO CONCRETE BUILDINGS ON THE LEFT AND THE STATION ON THE
 SA2365'RIGHT.
 SA2365'
 SA2365'STATION MARK IS A STANDARD DISK, STAMPED BENDER 1925 RESET 1947,
 SA2365'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE MONUMENT THAT HAS
 SA2365'BEEN REINFORCED BY A 2 FOOT CYLINDRICAL CONCRETE MONUMENT AND
 SA2365'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 86 FEET
 SA2365'WEST OF AN ANTENNA WITH THREE DISKS AND 75 FEET WEST OF THE
 SA2365'APPROXIMATE CENTER OF THE TRACK ROAD.
 SA2365'
 SA2365'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BENDER 1925 NO 1,
 SA2365'WELDED TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS ABOUT 6
 SA2365'INCHES ABOVE THE GROUND SURFACE.  IT IS 99 FEET NORTHWEST OF THE
 SA2365'ANTENNA.
 SA2365'
 SA2365'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BENDER 1925 NO 2,
 SA2365'WELDED TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS ABOUT 4
 SA2365'INCHES ABOVE THE GROUND SURFACE.  IT IS 64-1/2 FEET WEST-NORTHWEST
 SA2365'OF THE ANTENNA.
 SA2365'
 SA2365'BENDER (USGS) IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK THAT
 SA2365'IS TOO BATTERED TO DISTINGUISH THE STAMPING.  IT IS SET IN A DRILL
 SA2365'HOLE IN A 6 X 8 INCH OUTCROP WHICH IS FLUSH WITH THE GROUND
 SA2365'SURFACE.  IT IS 86-1/2 FEET WEST-NORTHWEST OF THE ANTENNA.
 SA2365'
 SA2365'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BENDER 1925, CEMENTED
 SA2365'IN A DRILL HOLE IN THE TOP OF A 2 X 3 FOOT OUTCROP WHICH PROJECTS
 SA2365'ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT IS 120 FEET NORTH OF
 SA2365'THE APPROXIMATE CENTER OF A TRACK ROAD AND IS ON THE NORTHWEST
 SA2365'SIDE OF THE KNOLL THAT IS EAST-NORTHEAST OF THE STATION.
 SA2365'
 SA2365'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 SA2365'
 SA2365'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA2365'3 MILES SOUTHWEST OF KIONA.
 SA2365
 SA2365                          STATION RECOVERY (1974)
 SA2365
 SA2365'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974 (ALB)
 SA2365'BENDER 1925 1947 GOOD
 SA2365'
 SA2365'2 RMS RMS RECOVERED IN GOOD CONDITION STAMPING NOT CHECKED
 SA2365'
 SA2365'AZ MK NOT SEARCHED FOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5321 ***********************************************************************
 SY5321  DESIGNATION -  BENEDICT
 SY5321  PID         -  SY5321
 SY5321  STATE/COUNTY-  WA/KITSAP
 SY5321  USGS QUAD   -  BREMERTON WEST (1981)
 SY5321
 SY5321                         *CURRENT SURVEY CONTROL
 SY5321  ___________________________________________________________________
 SY5321* NAD 83(1991)-  47 35 40.04379(N)    122 40 40.66730(W)     ADJUSTED  
 SY5321* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5321  ___________________________________________________________________
 SY5321  LAPLACE CORR-         -14.52  (seconds)                    DEFLEC99
 SY5321  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 SY5321
 SY5321  HORZ ORDER  -  SECOND
 SY5321
 SY5321.The horizontal coordinates were established by classical geodetic methods
 SY5321.and adjusted by the National Geodetic Survey in December 1991..
 SY5321
 SY5321.The orthometric height was scaled from a topographic map.
 SY5321
 SY5321.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5321
 SY5321.The geoid height was determined by GEOID03.
 SY5321
 SY5321;                    North         East     Units Scale Factor Converg.
 SY5321;SPC WA N     -    67,755.456   361,284.018   MT  0.99998372   -1 22 24.1
 SY5321;SPC WA N     -   222,294.36  1,185,312.65   sFT  0.99998372   -1 22 24.1
 SY5321;UTM  10      - 5,271,277.599   524,210.155   MT  0.99960720   +0 14 16.0
 SY5321
 SY5321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5321!SPC WA N     -   1.00000289  x   0.99998372  =   0.99998661
 SY5321!UTM  10      -   1.00000289  x   0.99960720  =   0.99961009
 SY5321
 SY5321|---------------------------------------------------------------------|
 SY5321| PID    Reference Object                     Distance      Geod. Az  |
 SY5321|                                                           dddmmss.s |
 SY5321| CF7166 BENEDICT RM 2                        14.538 METERS 04721     |
 SY5321| SY5324 BROWN                               199.778 METERS 19903     |
 SY5321| CF7165 BENEDICT RM 1                        27.460 METERS 20805     |
 SY5321| SY5339 ELWOOD                              APPROX. 0.7 KM 2342055.8 |
 SY5321| SY5347 BOULDER NEAR STA JOHNSON            APPROX. 0.8 KM 2914024.5 |
 SY5321|---------------------------------------------------------------------|
 SY5321
 SY5321                          SUPERSEDED SURVEY CONTROL
 SY5321
 SY5321  NAD 83(1986)-  47 35 40.03893(N)    122 40 40.67412(W) AD(       ) 2
 SY5321  NAD 27      -  47 35 40.70400(N)    122 40 36.17400(W) AD(       ) 2
 SY5321
 SY5321.Superseded values are not recommended for survey control.
 SY5321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5321.See file dsdata.txt to determine how the superseded data were derived.
 SY5321
 SY5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2421071278(NAD 83)
 SY5321_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5321
 SY5321  HISTORY     - Date     Condition        Report By
 SY5321  HISTORY     - 1935     MONUMENTED       CGS
 SY5321  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SY5321  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY5321  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY5321
 SY5321                          STATION DESCRIPTION
 SY5321
 SY5321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5321'LOCATED IN PUGET SOUND, NW OF BREMERTON IN OSTRICH BAY, DYES INLET,
 SY5321'ON THE W SIDE AND AT THE N END OF THE LARGER AND MORE EASTERLY OF
 SY5321'TWO LONG NARROW PENINSULAS IN OSTRICH BAY, ON THE BEACH AT ORDINARY
 SY5321'HIGH-WATER LINE ON PROPERTY OWNED IN 1935 BY MR. BENEDICT, AND 0.7
 SY5321'METER SW OF THE SW CORNER OF A CONCRETE BULKHEAD EXTENDING ALONG
 SY5321'THE SHORE LINE.  THE STATION IS AT THAT POINT ON THE BEACH AT
 SY5321'WHICH A LINE OF SIGHT FROM ROCKY POINT WOULD BE TANGENT TO THE
 SY5321'HIGH-WATER LINE AND IS MARKED WITH A STANDARD BRONZE DISK SET
 SY5321'IN CONCRETE AS DESCRIBED IN NOTE 1A.
 SY5321'
 SY5321'REFERENCE MARK NO.1 IS A STANDARD BRONZE TABLET SET INTO THE W
 SY5321'FACE OF THE BULKHEAD ON THE PROPERTY ADJOINING TO MR. BENEDICTS ON
 SY5321'THE S, AND 6 INCHES ABOVE THE BEACH, 0.55 METER S OF THE N END OF
 SY5321'THE BULKHEAD.
 SY5321'
 SY5321'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK ON A GRANITE BOULDER
 SY5321'AT THE FOOT OF THE BULKHEAD AND ON THE S SIDE OF THE BOAT SLIP IN
 SY5321'LOT 15.
 SY5321
 SY5321                          STATION RECOVERY (1941)
 SY5321
 SY5321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (AMS)
 SY5321'THE STATION MARK WAS RECOVERED BY ITS 1935 DESCRIPTION AND WAS
 SY5321'FOUND TO BE IN GOOD CONDITION.  THE REFERENCE MARKS WERE RE-MEASURED
 SY5321'AND FOUND TO CHECK THE ORIGINAL MEASUREMENTS.
 SY5321'
 SY5321'AN ENTIRELY NEW DESCRIPTION WOULD ASSIST FUTURE RECOVERY FROM
 SY5321'THE SHOREWARD SIDE AND IS AS FOLLOWS--
 SY5321'
 SY5321'FROM THE BREMERTON POST OFFICE, 6TH AND PACIFIC, DRIVE W 1.2
 SY5321'MILES ON 6TH STREET TO MAIN CROSS ROAD, CONTINUE ON 6TH STREET
 SY5321'EXTENDED (STATE HIGHWAY 21) N AND W 0.6 MILE TO MARINE DRIVE, TURN
 SY5321'RIGHT ONTO MARINE DRIVE CONTINUING 1.3 MILES TO END OF ROAD AND TO
 SY5321'ROW OF MAIL BOXES INCLUDING THOSE OF J.H. WARREN AND H.B.
 SY5321'OSBORNE, AND THE NE CORNER OF MC CORKLES PROPERTY (FORMERLY
 SY5321'BENEDICTS).  THE STATION IS A BRONZE DISK SET IN CONCRETE, AS
 SY5321'DESCRIBED IN NOTE 1A AND STAMPED BENEDICT, 1935.  THE STATION IS
 SY5321'LOCATED NEAR THE NW CORNER OF MC CORKLES PROPERTY ABOUT 2.3
 SY5321'FEET W FROM THE SW CORNER OF WARRENS SEA WALL.
 SY5321'
 SY5321'REFERENCE MARK NO.1 IS A BRONZE DISK SET INTO THE W FACE AND 1.8
 SY5321'FEET S OF THE N CORNER OF BULKHEAD OF H.B. OSBORNES PROPERTY WHICH
 SY5321'ADJOINS MC CORKLES ON THE S.
 SY5321'
 SY5321'REFERENCE MARK NO.2 IS A BRONZE DISK ON A GRANITE BOULDER AT THE
 SY5321'FOOT OF THE BULKHEAD 1.7 FEET FROM THE S SIDE OF THE BOAT SLIP OF
 SY5321'J.H. WARRENS PROPERTY WHICH ADJOINS MC CORKLES ON THE N.
 SY5321
 SY5321                          STATION RECOVERY (1965)
 SY5321
 SY5321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5321'STATION DESTROYED.  THE CONCRETE POST WHICH HELD THE STATION MARK
 SY5321'WAS FOUND WITH THE TOP PART OF THE POST AND THE DISK
 SY5321'MISSING.  REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD
 SY5321'CONDITION.  REFERENCE MARK NO. 2 HAS BEEN DISTURBED.  THE MARK IS
 SY5321'NOW ON THE SIDE OF THE ROCK.
 SY5321
 SY5321                          STATION RECOVERY (1969)
 SY5321
 SY5321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LLB)
 SY5321'CONC. POST WAS FOUND IN PLACE, TABLET HAD BEEN REMOVED.
 SY5321'
 SY5321'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.
 SY5321'
 SY5321'REFERENCE MARK NO. 2 WAS FOUND BUT BOULDER HAD BEEN OVERTURNED SO
 SY5321'MARK WAS OUT OF POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1856 ***********************************************************************
 SA1856  DESIGNATION -  BENGE
 SA1856  PID         -  SA1856
 SA1856  STATE/COUNTY-  WA/ADAMS
 SA1856  USGS QUAD   -  BENGE (1981)
 SA1856
 SA1856                         *CURRENT SURVEY CONTROL
 SA1856  ___________________________________________________________________
 SA1856* NAD 83(1991)-  46 56 31.38796(N)    118 04 56.99957(W)     ADJUSTED  
 SA1856* NAVD 88     -       543.1    (meters)    1782.     (feet)  VERTCON   
 SA1856  ___________________________________________________________________
 SA1856  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 SA1856  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 SA1856
 SA1856  HORZ ORDER  -  THIRD
 SA1856
 SA1856.The horizontal coordinates were established by classical geodetic methods
 SA1856.and adjusted by the National Geodetic Survey in December 1991..
 SA1856
 SA1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1856
 SA1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1856
 SA1856.The geoid height was determined by GEOID03.
 SA1856
 SA1856;                    North         East     Units Scale Factor Converg.
 SA1856;SPC WA S     -   181,631.791   684,023.118   MT  0.99993399   +1 45 21.8
 SA1856;SPC WA S     -   595,903.63  2,244,165.85   sFT  0.99993399   +1 45 21.8
 SA1856;UTM  11      - 5,199,293.301   417,613.712   MT  0.99968342   -0 47 27.6
 SA1856
 SA1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1856!SPC WA S     -   0.99991799  x   0.99993399  =   0.99985198
 SA1856!UTM  11      -   0.99991799  x   0.99968342  =   0.99960143
 SA1856
 SA1856|---------------------------------------------------------------------|
 SA1856| PID    Reference Object                     Distance      Geod. Az  |
 SA1856|                                                           dddmmss.s |
 SA1856| CF4483 BENGE RM 1                            7.247 METERS 09251     |
 SA1856| CF4547 18 LC 1520 FT                                      1715627.5 |
 SA1856| CF4484 BENGE RM 2                            7.029 METERS 17511     |
 SA1856|---------------------------------------------------------------------|
 SA1856
 SA1856                          SUPERSEDED SURVEY CONTROL
 SA1856
 SA1856  NAD 83(1986)-  46 56 31.39822(N)    118 04 56.99237(W) AD(       ) 3
 SA1856  NAD 27      -  46 56 31.83600(N)    118 04 53.14400(W) AD(       ) 3
 SA1856  NGVD 29 (07/19/86)  542.0    (m)         1778.     (f) VERT ANG       
 SA1856
 SA1856.Superseded values are not recommended for survey control.
 SA1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1856.See file dsdata.txt to determine how the superseded data were derived.
 SA1856
 SA1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM1761499293(NAD 83)
 SA1856_MARKER: Z = SEE DESCRIPTION
 SA1856_SETTING: 0 = UNSPECIFIED SETTING
 SA1856
 SA1856  HISTORY     - Date     Condition        Report By
 SA1856  HISTORY     - 1949     MONUMENTED       CGS
 SA1856
 SA1856                          STATION DESCRIPTION
 SA1856
 SA1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MTP)
 SA1856'THE STATION IS ON A GRASSY HUMP, ON THE SOUTH END OF A NORTH-SOUTH
 SA1856'RIDGE, ABOUT 13 MILES NORTHWEST OF LACROSSE, AND 2-1/2 MILES
 SA1856'NORTH-NORTHEAST OF BENGE.
 SA1856'
 SA1856'THE STATION MARK, STAMPED BENGE 1949, IS A STANDARD DISK SET IN THE
 SA1856'TOP OF A 3 INCH CAST IRON PIPE WHICH PROJECTS 3 INCHES ABOVE THE
 SA1856'SURFACE OF THE GROUND.  IT IS ON THE HIGHEST OF 4 NUBS AND IT IS
 SA1856'JUST SOUTH OF A CULTIVATED FIELD.
 SA1856'
 SA1856'REFERENCE MARK NO. 1, STAMPED BENGE NO 1 1949, IS A STANDARD DISK
 SA1856'SET IN THE TOP OF A 3 INCH CAST IRON PIPE WHICH PROJECTS 4 INCHES
 SA1856'ABOVE THE SURFACE OF THE GROUND.  IT IS NEAR THE TOP OF THE HIGHEST
 SA1856'NUB AND ONE FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 SA1856'
 SA1856'REFERENCE MARK NO. 2, STAMPED BENGE NO 2 1949, IS A STANDARD DISK
 SA1856'SET IN THE TOP OF A 3 INCH CAST IRON PIPE WHICH PROJECTS 4 INCHES
 SA1856'ABOVE THE SURFACE OF THE GROUND.  IT IS 1 FOOT LOWER IN ELEVATION
 SA1856'THAN THE STATION MARK.
 SA1856'
 SA1856'THE AZIMUTH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 SA1856'AND IT IS STAMPED 18 LC 1520 FT 1948.  IT IS SET IN THE TOP OF A 8
 SA1856'X 8 INCH CONCRETE POST WHICH PROJECTS 10 INCHES ABOVE THE SURFACE
 SA1856'OF THE GROUND.  IT IS 100 FEET FROM THE INTERSECTION OF THE
 SA1856'BENGE-ENDICOTT ROAD AND A GRAVEL ROAD RIGHT WHICH IS 2.5 MILES
 SA1856'NORTHEAST OF BENGE, AND 30 FEET EAST OF THE GRAVEL ROAD.
 SA1856'
 SA1856'TO REACH THE STATION FROM BENGE, GO NORTHEAST ON A PAVED ROAD FOR
 SA1856'1.0 MILE TO A GRAVEL ROAD LEFT.  TURN LEFT, NORTH, AND GO 1.6 MILES
 SA1856'TO A WIRE GATE.  TURN RIGHT, SOUTH, THROUGH THE WIRE GATE AND FOLLOW
 SA1856'DIM ROAD FOR 0.2 MILE TO A FENCE LINE.  FROM THIS FENCE WALK SOUTH
 SA1856'ABOUT 100 YARDS TO THE HIGHEST POINT OF THE HILL AND THE STATION
 SA1856'SITE.  IF A JEEP IS USED THE STATION CAN BE DRIVEN.
 SA1856'
 SA1856'TO REACH THE AZIMUTH MARK FROM BENGE, GO NORTHEAST ON A PAVED ROAD
 SA1856'FOR 2.5 MILES TO A GRAVEL ROAD RIGHT AND THE AZIMUTH MARK AS PER
 SA1856'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5315 ***********************************************************************
 SY5315  DESIGNATION -  BENSON
 SY5315  PID         -  SY5315
 SY5315  STATE/COUNTY-  WA/KITSAP
 SY5315  USGS QUAD   -  BREMERTON WEST (1981)
 SY5315
 SY5315                         *CURRENT SURVEY CONTROL
 SY5315  ___________________________________________________________________
 SY5315* NAD 83(1991)-  47 32 23.09536(N)    122 39 42.37592(W)     ADJUSTED  
 SY5315* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY5315  ___________________________________________________________________
 SY5315  LAPLACE CORR-         -13.37  (seconds)                    DEFLEC99
 SY5315  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 SY5315
 SY5315  HORZ ORDER  -  THIRD
 SY5315
 SY5315.The horizontal coordinates were established by classical geodetic methods
 SY5315.and adjusted by the National Geodetic Survey in December 1991..
 SY5315
 SY5315.The orthometric height was scaled from a topographic map.
 SY5315
 SY5315.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5315
 SY5315.The geoid height was determined by GEOID03.
 SY5315
 SY5315;                    North         East     Units Scale Factor Converg.
 SY5315;SPC WA N     -    61,645.659   362,356.927   MT  0.99999282   -1 21 40.7
 SY5315;SPC WA N     -   202,249.13  1,188,832.68   sFT  0.99999282   -1 21 40.7
 SY5315;UTM  10      - 5,265,202.693   525,453.934   MT  0.99960796   +0 14 58.3
 SY5315
 SY5315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5315!SPC WA N     -   1.00000256  x   0.99999282  =   0.99999538
 SY5315!UTM  10      -   1.00000256  x   0.99960796  =   0.99961052
 SY5315
 SY5315|---------------------------------------------------------------------|
 SY5315| PID    Reference Object                     Distance      Geod. Az  |
 SY5315|                                                           dddmmss.s |
 SY5315| CF7167 BENSON RM 1                                        15322     |
 SY5315| CF7168 BENSON RM 2                                        24409     |
 SY5315| SY5322 BUTTS                               APPROX. 1.1 KM 3350605.2 |
 SY5315|---------------------------------------------------------------------|
 SY5315
 SY5315                          SUPERSEDED SURVEY CONTROL
 SY5315
 SY5315  NAD 83(1986)-  47 32 23.08949(N)    122 39 42.38348(W) AD(       ) 3
 SY5315  NAD 27      -  47 32 23.74100(N)    122 39 37.92900(W) AD(       ) 3
 SY5315
 SY5315.Superseded values are not recommended for survey control.
 SY5315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5315.See file dsdata.txt to determine how the superseded data were derived.
 SY5315
 SY5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2545465203(NAD 83)
 SY5315_MARKER: Z = SEE DESCRIPTION
 SY5315_SETTING: 0 = UNSPECIFIED SETTING
 SY5315
 SY5315  HISTORY     - Date     Condition        Report By
 SY5315  HISTORY     - 1915     MONUMENTED       CGS
 SY5315  HISTORY     - 1931     SEE DESCRIPTION  CGS
 SY5315  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5315  HISTORY     - 19960430 MARK NOT FOUND   USPSQD
 SY5315  HISTORY     - 20010331 GOOD             NGS
 SY5315  HISTORY     - 20051120 GOOD             USPSQD
 SY5315
 SY5315                          STATION DESCRIPTION
 SY5315
 SY5315'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (FHH)
 SY5315'THIS STATION IS LOCATED ON THE QUITE NOTICEABLE POINT ON THE S SIDE
 SY5315'OF SINCLAIR INLET, ABOUT A MILE W OF THE TOWN PORT ORCHARD.  THE
 SY5315'OLD TRIANGULATION STATION SULPHUR WAS LOCATED ON THIS POINT.  TO
 SY5315'THE SE IS A HOUSE OWNED BY P.M. BENSON, IN A SMALL CLEARING AROUND
 SY5315'WHICH ARE QUITE THICK WOODS.
 SY5315'
 SY5315'THE STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE POST 3
 SY5315'FEET LONG AND 11 INCHES IN DIAMETER.
 SY5315'
 SY5315'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A CONCRETE PIER
 SY5315'2-1/2 FEET LONG AND 6 INCHES IN DIAMETER.  IT BEARS S 36 DEG E
 SY5315'MAGNETIC AND IS 4.41 METERS DISTANT FROM THE STATION.
 SY5315'
 SY5315'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A CONCRETE POST 2
 SY5315'FEET LONG AND 5 INCHES IN DIAMETER.  IT BEARS S 53 DEG W MAGNETIC
 SY5315'AND IS 4.30 METERS FROM THE STATION.
 SY5315
 SY5315                          STATION RECOVERY (1931)
 SY5315
 SY5315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (LWS)
 SY5315'STATION HAS BEEN REMOVED.  REFERENCE MARK NO.1 WAS RECOVERED AS
 SY5315'DESCRIBED.  NO OTHER REFERENCE MARKS COULD BE FOUND.
 SY5315
 SY5315                          STATION RECOVERY (1934)
 SY5315
 SY5315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5315'STATION REPORTED LOST IN 1931 DUE TO EROSION.  A FURTHER SEARCH
 SY5315'WAS MADE BUT NO REMAINS OF THE MARK COULD BE FOUND.  A NEW STATION
 SY5315'BENSON 2, 1934 WAS ESTABLISHED IN THE VICINITY.
 SY5315
 SY5315                          STATION RECOVERY (1996)
 SY5315
 SY5315'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5315'MARK NOT FOUND.
 SY5315
 SY5315                          STATION RECOVERY (2001)
 SY5315
 SY5315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5315'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5315
 SY5315                          STATION RECOVERY (2005)
 SY5315
 SY5315'RECOVERY NOTE BY US POWER SQUADRON 2005
 SY5315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1601 ***********************************************************************
 TR1601  DESIGNATION -  BENSON
 TR1601  PID         -  TR1601
 TR1601  STATE/COUNTY-  WA/ISLAND
 TR1601  USGS QUAD   -  COUPEVILLE (1973)
 TR1601
 TR1601                         *CURRENT SURVEY CONTROL
 TR1601  ___________________________________________________________________
 TR1601* NAD 83(1991)-  48 14 09.97382(N)    122 43 10.64120(W)     ADJUSTED  
 TR1601* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 TR1601  ___________________________________________________________________
 TR1601  LAPLACE CORR-          -8.43  (seconds)                    DEFLEC99
 TR1601  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 TR1601
 TR1601  HORZ ORDER  -  THIRD
 TR1601
 TR1601.The horizontal coordinates were established by classical geodetic methods
 TR1601.and adjusted by the National Geodetic Survey in December 1991..
 TR1601
 TR1601.The orthometric height was scaled from a topographic map.
 TR1601
 TR1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1601
 TR1601.The geoid height was determined by GEOID03.
 TR1601
 TR1601;                    North         East     Units Scale Factor Converg.
 TR1601;SPC WA N     -   139,150.566   359,900.313   MT  0.99994438   -1 24 15.8
 TR1601;SPC WA N     -   456,529.82  1,180,772.94   sFT  0.99994438   -1 24 15.8
 TR1601;UTM  10      - 5,342,580.723   520,819.277   MT  0.99960533   +0 12 32.9
 TR1601
 TR1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1601!SPC WA N     -   1.00000003  x   0.99994438  =   0.99994441
 TR1601!UTM  10      -   1.00000003  x   0.99960533  =   0.99960536
 TR1601
 TR1601|---------------------------------------------------------------------|
 TR1601| PID    Reference Object                     Distance      Geod. Az  |
 TR1601|                                                           dddmmss.s |
 TR1601| CF7579 BENSON RM                            22.723 METERS 06648     |
 TR1601| TR1582 COUPEVILLE METH CH SPIRE USE        APPROX. 3.2 KM 1283623.0 |
 TR1601| CF8503 SE CORNER HOTEL                      28.011 METERS 28856     |
 TR1601| TR1598 SAN DE FUCA BARN CUPOLA             APPROX. 0.6 KM 3472302.6 |
 TR1601| CF9095 TELEPHONE POLE CORNER RD             16.795 METERS 35547     |
 TR1601|---------------------------------------------------------------------|
 TR1601
 TR1601                          SUPERSEDED SURVEY CONTROL
 TR1601
 TR1601  NAD 83(1986)-  48 14 09.97571(N)    122 43 10.64668(W) AD(       ) 3
 TR1601  NAD 27      -  48 14 10.63200(N)    122 43 06.01500(W) AD(       ) 3
 TR1601
 TR1601.Superseded values are not recommended for survey control.
 TR1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1601.See file dsdata.txt to determine how the superseded data were derived.
 TR1601
 TR1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2081942581(NAD 83)
 TR1601
 TR1601  HISTORY     - Date     Condition        Report By
 TR1601  HISTORY     - 1920     MONUMENTED       USE
 TR1601  HISTORY     - 1944     SEE DESCRIPTION  CGS
 TR1601
 TR1601                          STATION DESCRIPTION
 TR1601
 TR1601'DESCRIBED BY US ENGINEERS 1920
 TR1601'STATION IS LOCATED ON TOP OF BLUFF AT CROSSROADS 1/4 MILE E OF
 TR1601'SAN DE FUCA WHARF, WHIDBEY ISLAND.  IT IS 6 FEET FROM BLUFF AND 12
 TR1601'FEET E OF E LINE OF N AND S ROAD.
 TR1601'
 TR1601'STATION IS MARKED WITH A STANDARD CONCRETE MONUMENT, SIGNAL AND
 TR1601'CEDAR REFERENCE POST.
 TR1601'
 TR1601'ELEVATION 75.20 FEET ABOVE MEAN LOW WATER.  (UNCHECKED LEVELS).
 TR1601
 TR1601                          STATION RECOVERY (1944)
 TR1601
 TR1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (CP)
 TR1601'STATION WAS THOROUGHLY SEARCHED FOR BUT NOT FOUND.  AT THE LOCATION
 TR1601'THE TOP SOIL TO A DEPTH OF ABOUT 4 FEET HAD BEEN REMOVED AND THE
 TR1601'OWNER OF THE BENSON HOTEL ACROSS THE STREET FROM THE STATION SAID
 TR1601'THE MONUMENT HAD BEEN REMOVED BY PERSONS DIGGING THE TOP SOIL FOR
 TR1601'USE IN THEIR GARDENS.
 TR1601'
 TR1601'THE STATION SHOULD BE RECORDED AS LOST.  A NEW STATION BENSON 2
 TR1601'1944 WAS ESTABLISHED ABOUT 30 FEET W OF THE OLD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2423 ***********************************************************************
 SA2423  DESIGNATION -  BENSON
 SA2423  PID         -  SA2423
 SA2423  STATE/COUNTY-  WA/BENTON
 SA2423  USGS QUAD   -  EMERSON NIPPLE (1975)
 SA2423
 SA2423                         *CURRENT SURVEY CONTROL
 SA2423  ___________________________________________________________________
 SA2423* NAD 83(1998)-  46 31 41.47449(N)    119 45 29.73410(W)     ADJUSTED  
 SA2423* NAVD 88     -       508.4    (meters)    1668.     (feet)  GPS OBS   
 SA2423  ___________________________________________________________________
 SA2423  X           -  -2,182,034.303 (meters)                     COMP
 SA2423  Y           -  -3,816,491.072 (meters)                     COMP
 SA2423  Z           -   4,606,190.339 (meters)                     COMP
 SA2423  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 SA2423  ELLIP HEIGHT-         487.31  (meters)          (07/05/01) GPS OBS
 SA2423  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SA2423
 SA2423  HORZ ORDER  -  FIRST
 SA2423  ELLP ORDER  -  FOURTH    CLASS II
 SA2423
 SA2423.The horizontal coordinates were established by GPS observations
 SA2423.and adjusted by the National Geodetic Survey in July 2001..
 SA2423.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA2423.DATUM ITEM on the data sheet items page.
 SA2423
 SA2423.The orthometric height was determined by GPS observations and a
 SA2423.high-resolution geoid model.
 SA2423
 SA2423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA2423
 SA2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2423
 SA2423.The ellipsoidal height was determined by GPS observations
 SA2423.and is referenced to NAD 83.
 SA2423
 SA2423.The geoid height was determined by GEOID03.
 SA2423
 SA2423;                    North         East     Units Scale Factor Converg.
 SA2423;SPC WA S     -   133,075.162   556,902.825   MT  0.99991509   +0 32 19.7
 SA2423;SPC WA S     -   436,597.43  1,827,105.35   sFT  0.99991509   +0 32 19.7
 SA2423;UTM  11      - 5,156,431.941   288,467.204   MT  1.00015004   -2 00 08.8
 SA2423
 SA2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2423!SPC WA S     -   0.99992362  x   0.99991509  =   0.99983871
 SA2423!UTM  11      -   0.99992362  x   1.00015004  =   1.00007364
 SA2423
 SA2423                          SUPERSEDED SURVEY CONTROL
 SA2423
 SA2423  NAD 83(1991)-  46 31 41.47388(N)    119 45 29.73286(W) AD(       ) 1
 SA2423  ELLIP H (10/22/93)  487.39   (m)                       GP(       ) 4 1
 SA2423  NAD 83(1991)-  46 31 41.47270(N)    119 45 29.73482(W) AD(       ) 2
 SA2423  NAD 83(1991)-  46 31 41.47941(N)    119 45 29.72997(W) AD(       ) 2
 SA2423  NAD 83(1986)-  46 31 41.48171(N)    119 45 29.72392(W) AD(       ) 2
 SA2423  NAD 27      -  46 31 42.00039(N)    119 45 25.59497(W) AD(       ) 2
 SA2423  NGVD 29 (07/19/86)  507.4    (m)         1665.     (f) VERT ANG       
 SA2423
 SA2423.Superseded values are not recommended for survey control.
 SA2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2423.See file dsdata.txt to determine how the superseded data were derived.
 SA2423
 SA2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM8846756432(NAD 83)
 SA2423_MARKER: DB = BENCH MARK DISK
 SA2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2423_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SA2423_STAMPING: BENSON 1948
 SA2423_MARK LOGO: USGS  
 SA2423_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA2423+STABILITY: POSITION/ELEVATION WELL
 SA2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2423+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1992
 SA2423
 SA2423  HISTORY     - Date     Condition        Report By
 SA2423  HISTORY     - 1982     MONUMENTED       USGS
 SA2423  HISTORY     - 1982     GOOD             USGS
 SA2423  HISTORY     - 19920921 GOOD             CHANCE
 SA2423
 SA2423                          STATION DESCRIPTION
 SA2423
 SA2423'DESCRIBED BY US GEOLOGICAL SURVEY 1982 (ARG)
 SA2423'THE STATION IS LOCATED ABOUT 29 MILES NORTHWEST OF RICHLAND, 5 MILES
 SA2423'NORTHWEST OF BENSON RANCH AND ON THE HIGHEST POINT OF A ROUND
 SA2423'SAGEBRUSH COVER HILL WHICH IS THE HIGHEST PART OF THAT SECTION OF THE
 SA2423'YAKIMA RANGE.
 SA2423'
 SA2423'TO REACH THE STATION FROM THE FEDERAL BUILDING IN RICHLAND, GO NORTH
 SA2423'ON JADWIN AVE FOR 2.3 MILES TO JUNCTION OF STATE HIGHWAY 240.  TAKE
 SA2423'STATE HIGHWAY 240, NORTH, FOR 27.3 MILES TO A POWER LINE ROAD AND A
 SA2423'LOCKED GATE, NUMBER 119 (KEY TO LOCK GATE MAY BE OBTAINED FROM DOE
 SA2423'RICHLAND) ON LEFT.  TURN LEFT, GO WEST ON A DIRT ROAD FOR ABOUT 4.5
 SA2423'MILES AND CREST OF RIDGE, THEN GO SOUTHEAST ALONG TOP RIDGE FOR ABOUT
 SA2423'1.0 MILE AND THE STATION.
 SA2423'
 SA2423'THE STATION IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 SA2423'---BENSON 1948---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT.
 SA2423'
 SA2423'REFERENCE MARK NO. 1 IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 SA2423'---BENSON NO 1 1948---SET INTO THE TOP OF A ROUND CONCRETE
 SA2423'MONUMENT.  IT IS 47.9 FEET FROM THE STATION MARK, N 51 DEG 17 MIN E.
 SA2423'
 SA2423'REFERENCE MARK NO. 2 IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 SA2423'---BENSON NO 2 1948---SET INTO THE TOP OF A ROUND CONCRETE
 SA2423'MONUMENT.  IT IS 42.7 FEET FROM THE STATION MARK, N 42 DEG 33 MIN W.
 SA2423
 SA2423                          STATION RECOVERY (1982)
 SA2423
 SA2423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SA2423'RECOVERED IN GOOD CONDITION.
 SA2423
 SA2423                          STATION RECOVERY (1992)
 SA2423
 SA2423'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992
 SA2423'THE STATION IS LOCATED APPROXIMATELY 37 MI (59.54 KM) EAST OF YAKIMA,
 SA2423'WA., AND 29 MI (46.67 KM) NORTHWEST OF RICHLAND, WA.
 SA2423'TO REACH THE STATION FROM THE JUNCTION OF S.R. 240 AND S.R. 24, 31 MI
 SA2423'(49.89 KM) NORTHWEST OF RICHLAND, WA., PROCEED EAST ON S.R. 240 FOR
 SA2423'1.5 MI (2.41 KM) TO A HIGH TENSION POWER LINE CROSSING AND A TRACK
 SA2423'ROAD RIGHT, TURN RIGHT AND PROCEED THRU A GATE, AND SOUTHWEST ALONG
 SA2423'THE TRACK ROAD PARALLELING THE POWER LINE FOR 3.7 MI (5.95 KM) TO A
 SA2423'TRACK ROAD LEFT, ADJACENT TO ELECTRICAL TOWER 1-16-4, TURN LEFT AND
 SA2423'PROCEED SOUTHERLY ON A PLATEAU/SADDLE FOR 0.6 MI (0.97 KM) TO THE
 SA2423'BASE OF MT. BENSON, CONTINUE IN A SOUTHEASTERLY DIRECTION FOR 0.5 MI
 SA2423'(0.80 KM) UP THE NORTHWEST FACE, TO THE TOP OF MT. BENSON, AND THE
 SA2423'STATION AT ITS HIGHEST POINT.  THE STATION IS 0.3 FT (0.09 M) ABOVE
 SA2423'GROUND SURFACE.
 SA2423'THE STATION IS 58 FT (17.68 M) SOUTH OF A METAL SIGN, AND 6 FT
 SA2423'(1.83 M) NORTH OF A CARSONITE WITNESS POST.
 SA2423'NOTE- THE GATE IS LOCKED, OBTAIN ENTRY FROM THE HANFORD PATROL.
 SA2423'ALTHOUGH NOT POSTED, GATE IS REFERRED TO AS GATE 120.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1597 ***********************************************************************
 TR1597  DESIGNATION -  BENSON 2
 TR1597  PID         -  TR1597
 TR1597  STATE/COUNTY-  WA/ISLAND
 TR1597  USGS QUAD   -  COUPEVILLE (1973)
 TR1597
 TR1597                         *CURRENT SURVEY CONTROL
 TR1597  ___________________________________________________________________
 TR1597* NAD 83(1991)-  48 14 09.80117(N)    122 43 11.06087(W)     ADJUSTED  
 TR1597* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 TR1597  ___________________________________________________________________
 TR1597  LAPLACE CORR-          -8.43  (seconds)                    DEFLEC99
 TR1597  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 TR1597
 TR1597  HORZ ORDER  -  SECOND
 TR1597
 TR1597.The horizontal coordinates were established by classical geodetic methods
 TR1597.and adjusted by the National Geodetic Survey in December 1991..
 TR1597
 TR1597.The orthometric height was scaled from a topographic map.
 TR1597
 TR1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1597
 TR1597.The geoid height was determined by GEOID03.
 TR1597
 TR1597;                    North         East     Units Scale Factor Converg.
 TR1597;SPC WA N     -   139,145.447   359,891.526   MT  0.99994437   -1 24 16.1
 TR1597;SPC WA N     -   456,513.02  1,180,744.11   sFT  0.99994437   -1 24 16.1
 TR1597;UTM  10      - 5,342,575.361   520,810.641   MT  0.99960532   +0 12 32.6
 TR1597
 TR1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1597!SPC WA N     -   1.00000002  x   0.99994437  =   0.99994439
 TR1597!UTM  10      -   1.00000002  x   0.99960532  =   0.99960534
 TR1597
 TR1597|---------------------------------------------------------------------|
 TR1597| PID    Reference Object                     Distance      Geod. Az  |
 TR1597|                                                           dddmmss.s |
 TR1597| CF7578 BENSON 2 RM 2                         6.720 METERS 01127     |
 TR1597| TR1584 COUPEVILLE WATER TANK               APPROX. 3.5 KM 1314723.0 |
 TR1597| TR1596 COVELAND PEA CANNERY GABLE          APPROX. 0.8 KM 2412329.7 |
 TR1597| CF7577 BENSON 2 RM 1                         5.488 METERS 26003     |
 TR1597| TR1598 SAN DE FUCA BARN CUPOLA             APPROX. 0.6 KM 3481549.2 |
 TR1597|---------------------------------------------------------------------|
 TR1597
 TR1597                          SUPERSEDED SURVEY CONTROL
 TR1597
 TR1597  NAD 83(1986)-  48 14 09.80305(N)    122 43 11.06636(W) AD(       ) 2
 TR1597  NAD 27      -  48 14 10.45800(N)    122 43 06.43700(W) AD(       ) 2
 TR1597
 TR1597.Superseded values are not recommended for survey control.
 TR1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1597.See file dsdata.txt to determine how the superseded data were derived.
 TR1597
 TR1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2081142575(NAD 83)
 TR1597_MARKER: Z = SEE DESCRIPTION
 TR1597_SETTING: 0 = UNSPECIFIED SETTING
 TR1597
 TR1597  HISTORY     - Date     Condition        Report By
 TR1597  HISTORY     - 1944     MONUMENTED       CGS
 TR1597  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR1597  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1597  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 TR1597
 TR1597                          STATION DESCRIPTION
 TR1597
 TR1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (CP)
 TR1597'STATION IS LOCATED ON THE N SHORE OF PENN COVE, WHIDBEY ISLAND,
 TR1597'ABOUT 400 YARDS E OF THE STANDARD OIL COMPANY DOCK AT SAN DE FUCA,
 TR1597'AT THE TOP OF THE BLUFF, 31.6 FEET S OF THE ROAD ALONG THE BLUFF,
 TR1597'17.0 FEET SE OF POWER-TRANSMISSION LINE POLE 825, 10.5 FEET BACK
 TR1597'FROM EDGE OF BLUFF, DIRECTLY ACROSS THE ROAD FROM PROMINENT
 TR1597'SQUARE WHITE DWELLING, AND ON THE PROLONGATION OF THE DIRT ROAD
 TR1597'LEADING N.  IT IS 75.2 FEET ABOVE MEAN LOW WATER.
 TR1597'
 TR1597'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A CONCRETE
 TR1597'POST, STAMPED BENSON 2 1944.
 TR1597'
 TR1597'REFERENCE MARKS 1 AND 2 ARE BRONZE REFERENCE DISKS SET IN THE
 TR1597'TOPS OF CONCRETE POSTS, STAMPED BENSON 2 1944.
 TR1597
 TR1597                          STATION RECOVERY (1952)
 TR1597
 TR1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 TR1597'STATION AND REFERENCE MARK 1 RECOVERED IN POOR CONDITION.  MARKS
 TR1597'UNSTABLE.  A THOROUGH SEARCH WAS MADE FOR REFERENCE MARK 2, BUT
 TR1597'IT WAS NOT RECOVERED.  DESCRIPTION IS SATISFACTORY.
 TR1597
 TR1597                          STATION RECOVERY (1960)
 TR1597
 TR1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1597'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 TR1597'FOUND SLIGHTLY LOOSE IN THE GROUND.  THE DESCRIPTION BY C. P. IN
 TR1597'1944 IS ADEQUATE EXCEPT THAT THE PROMINENT DWELLING IS NOW
 TR1597'PAINTED YELLOW AND THE DIRT ROAD LEADING NORTH IS NOW PAVED.
 TR1597'
 TR1597'THE ANGLE AT THE STATION BETWEEN THE REFERENCE MARKS WAS TURNED
 TR1597'AND THE AREA INDICATED FOR REFERENCE MARK 2 WAS THOROUGHLY PROBED
 TR1597'WITHOUT RESULT.
 TR1597'
 TR1597'THE STATION IS A STANDARD STATION MARK DISK STAMPED BENSON 2 1944
 TR1597'SET IN TOP OF A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 TR1597'
 TR1597'THE REFERENCE MARK IS A STANDARD REFERENCE DISK STAMPED BENSON 2
 TR1597'1944 SET IN TOP OF A 5 INCH SQUARE CONCRETE POST WHICH PROJECTS 5
 TR1597'INCHES.  THE MARK IS 5.492 M (18.02 FT.) FROM THE STATION.  THE
 TR1597'ANGLE TO THE MARK WAS NOT RE-OBSERVED.
 TR1597
 TR1597                          STATION RECOVERY (1974)
 TR1597
 TR1597'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (DB)
 TR1597'BENSON 2 1944 STATION RECOVERED IN GOOD CONDITION
 TR1597'
 TR1597'BENSON 2 1944 RM 1 RECOVERED IN GOOD CONDITION
 TR1597'
 TR1597'RM 2 NOT SEARCHED FOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5313 ***********************************************************************
 SY5313  DESIGNATION -  BENSON 2 1934
 SY5313  PID         -  SY5313
 SY5313  STATE/COUNTY-  WA/KITSAP
 SY5313  USGS QUAD   -  BREMERTON WEST (1981)
 SY5313
 SY5313                         *CURRENT SURVEY CONTROL
 SY5313  ___________________________________________________________________
 SY5313* NAD 83(1991)-  47 32 23.12710(N)    122 39 42.59828(W)     ADJUSTED  
 SY5313* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY5313  ___________________________________________________________________
 SY5313  LAPLACE CORR-         -13.37  (seconds)                    DEFLEC99
 SY5313  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 SY5313
 SY5313  HORZ ORDER  -  SECOND
 SY5313
 SY5313.The horizontal coordinates were established by classical geodetic methods
 SY5313.and adjusted by the National Geodetic Survey in December 1991..
 SY5313
 SY5313.The orthometric height was scaled from a topographic map.
 SY5313
 SY5313.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5313
 SY5313.The geoid height was determined by GEOID03.
 SY5313
 SY5313;                    North         East     Units Scale Factor Converg.
 SY5313;SPC WA N     -    61,646.749   362,352.301   MT  0.99999282   -1 21 40.9
 SY5313;SPC WA N     -   202,252.71  1,188,817.51   sFT  0.99999282   -1 21 40.9
 SY5313;UTM  10      - 5,265,203.652   525,449.281   MT  0.99960796   +0 14 58.1
 SY5313
 SY5313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5313!SPC WA N     -   1.00000256  x   0.99999282  =   0.99999538
 SY5313!UTM  10      -   1.00000256  x   0.99960796  =   0.99961052
 SY5313
 SY5313|---------------------------------------------------------------------|
 SY5313| PID    Reference Object                     Distance      Geod. Az  |
 SY5313|                                                           dddmmss.s |
 SY5313| SY5330 BENSON 2 1934 RM                     62.272 METERS 22626     |
 SY5313| SY0883 PEAT                                APPROX. 2.0 KM 2304413.0 |
 SY5313|---------------------------------------------------------------------|
 SY5313
 SY5313                          SUPERSEDED SURVEY CONTROL
 SY5313
 SY5313  NAD 83(1986)-  47 32 23.12124(N)    122 39 42.60598(W) AD(       ) 2
 SY5313  NAD 27      -  47 32 23.78000(N)    122 39 38.14000(W) AD(       ) 2
 SY5313
 SY5313.Superseded values are not recommended for survey control.
 SY5313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5313.See file dsdata.txt to determine how the superseded data were derived.
 SY5313
 SY5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2544965204(NAD 83)
 SY5313_MARKER: Z = SEE DESCRIPTION
 SY5313_SETTING: 0 = UNSPECIFIED SETTING
 SY5313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5313
 SY5313  HISTORY     - Date     Condition        Report By
 SY5313  HISTORY     - 1934     MONUMENTED       CGS
 SY5313  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SY5313  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SY5313  HISTORY     - 1952     SEE DESCRIPTION  LOCENG
 SY5313  HISTORY     - 1952     SEE DESCRIPTION  LOCENG
 SY5313  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY5313  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY5313  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY5313  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY5313  HISTORY     - 19960430 MARK NOT FOUND   USPSQD
 SY5313  HISTORY     - 20010331 GOOD             NGS
 SY5313
 SY5313                          STATION DESCRIPTION
 SY5313
 SY5313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5313'STATION IS LOCATED ON A PROMINENT SAND AND GRAVEL SPIT ABOUT 1
 SY5313'MILE W OF PORT ORCHARD.  THE MARK IS PLACED IN THE CENTER OF THE
 SY5313'SPIT JUST ABOVE HIGH-WATER LINE ABOUT 30 FEET IN FRONT OF A HOUSE.
 SY5313'
 SY5313'STATION IS MARKED BY A STANDARD DISK IN BLOCK OF CONCRETE FLUSH
 SY5313'WITH THE BEACH.
 SY5313'
 SY5313'REFERENCE MARK IS A STANDARD DISK IN LARGE BOULDER ON THE BEACH
 SY5313'SW OF THE STATION.
 SY5313
 SY5313                          STATION RECOVERY (1938)
 SY5313
 SY5313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (RWK)
 SY5313'STATION NOT RECOVERED.  CONCRETE BLOCK WASHED OUT.
 SY5313'
 SY5313'REFERENCE MARK RECOVERED, COMPUTED, AND USED, OCTOBER 1938.
 SY5313
 SY5313                          STATION RECOVERY (1938)
 SY5313
 SY5313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (RWK)
 SY5313'STATION NOT RECOVERED.  CONCRETE BLOCK WASHED OUT.
 SY5313'
 SY5313'REFERENCE MARK RECOVERED, COMPUTED, AND USED, OCTOBER 1938.
 SY5313
 SY5313                          STATION RECOVERY (1952)
 SY5313
 SY5313'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952
 SY5313'REFERENCE MARK IS SET IN BOULDER IS AT HIGH TIDE IN A VERY SMALL
 SY5313'COVE AND IS THE ONLY BOULDER.  IT IS ABOUT 150 FEET W OF THE POINT
 SY5313'DESCRIBED FOR BENSON.
 SY5313
 SY5313                          STATION RECOVERY (1952)
 SY5313
 SY5313'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952
 SY5313'REFERENCE MARK IS SET IN BOULDER IS AT HIGH TIDE IN A VERY SMALL
 SY5313'COVE AND IS THE ONLY BOULDER.  IT IS ABOUT 150 FEET W OF THE POINT
 SY5313'DESCRIBED FOR BENSON.
 SY5313
 SY5313                          STATION RECOVERY (1953)
 SY5313
 SY5313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WNH)
 SY5313'STATION NOT RECOVERED.
 SY5313'
 SY5313'R. M. NO. 1 RECOVERED.
 SY5313
 SY5313                          STATION RECOVERY (1953)
 SY5313
 SY5313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WNH)
 SY5313'STATION NOT RECOVERED.
 SY5313'
 SY5313'R. M. NO. 1 RECOVERED.
 SY5313
 SY5313                          STATION RECOVERY (1965)
 SY5313
 SY5313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5313'THE REFERENCE MARK WHICH WAS COMPUTED AND USED IN 1938 WAS
 SY5313'RECOVERED.  IT IS ABOUT 60 YARDS S. W. OF THE TIP OF THE POINT, 16
 SY5313'FEET NORTH OF THE BANK AND HIGH WATER LINE, A STANDARD DISK,
 SY5313'STAMPED BENSON 2 1934, SET IN A BOULDER WHICH PROJECTS 6 INCHES
 SY5313'ABOVE THE SAND.
 SY5313'
 SY5313'TO REACH FROM THE INTERSECTION OF SIDNEY AND BAY STREETS IN PORT
 SY5313'ORCHARD, GO WEST ON BAY STREET (S.H. 160) 1.4 MILES TO A POINT ON
 SY5313'THE RIGHT.  WALK WESTERLY ALONG THE BEACH ABOUT 50 YARDS TO THE
 SY5313'BACK OF A SMALL COVE AND THE MARK IN A BOULDER.  MARK IS UNDER
 SY5313'WATER AT HIGH TIDE.
 SY5313
 SY5313                          STATION RECOVERY (1965)
 SY5313
 SY5313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5313'THE REFERENCE MARK WHICH WAS COMPUTED AND USED IN 1938 WAS
 SY5313'RECOVERED.  IT IS ABOUT 60 YARDS S. W. OF THE TIP OF THE POINT, 16
 SY5313'FEET NORTH OF THE BANK AND HIGH WATER LINE, A STANDARD DISK,
 SY5313'STAMPED BENSON 2 1934, SET IN A BOULDER WHICH PROJECTS 6 INCHES
 SY5313'ABOVE THE SAND.
 SY5313'
 SY5313'TO REACH FROM THE INTERSECTION OF SIDNEY AND BAY STREETS IN PORT
 SY5313'ORCHARD, GO WEST ON BAY STREET (S.H. 160) 1.4 MILES TO A POINT ON
 SY5313'THE RIGHT.  WALK WESTERLY ALONG THE BEACH ABOUT 50 YARDS TO THE
 SY5313'BACK OF A SMALL COVE AND THE MARK IN A BOULDER.  MARK IS UNDER
 SY5313'WATER AT HIGH TIDE.
 SY5313
 SY5313                          STATION RECOVERY (1996)
 SY5313
 SY5313'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5313'MARK NOT FOUND.
 SY5313
 SY5313                          STATION RECOVERY (2001)
 SY5313
 SY5313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5313'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5330 ***********************************************************************
 SY5330  DESIGNATION -  BENSON 2 1934 RM
 SY5330  PID         -  SY5330
 SY5330  STATE/COUNTY-  WA/KITSAP
 SY5330  USGS QUAD   -  BREMERTON WEST (1981)
 SY5330
 SY5330                         *CURRENT SURVEY CONTROL
 SY5330  ___________________________________________________________________
 SY5330* NAD 83(1991)-  47 32 21.73732(N)    122 39 44.75561(W)     ADJUSTED  
 SY5330* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5330  ___________________________________________________________________
 SY5330  LAPLACE CORR-         -13.35  (seconds)                    DEFLEC99
 SY5330  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 SY5330
 SY5330  HORZ ORDER  -  SECOND
 SY5330
 SY5330.The horizontal coordinates were established by classical geodetic methods
 SY5330.and adjusted by the National Geodetic Survey in December 1991..
 SY5330
 SY5330.The orthometric height was scaled from a topographic map.
 SY5330
 SY5330.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5330
 SY5330.The geoid height was determined by GEOID03.
 SY5330
 SY5330;                    North         East     Units Scale Factor Converg.
 SY5330;SPC WA N     -    61,604.912   362,306.178   MT  0.99999289   -1 21 42.5
 SY5330;SPC WA N     -   202,115.45  1,188,666.19   sFT  0.99999289   -1 21 42.5
 SY5330;SPC WA S     -   247,449.409   337,208.145   MT  1.00005370   -1 34 14.8
 SY5330;SPC WA S     -   811,840.27  1,106,323.72   sFT  1.00005370   -1 34 14.8
 SY5330;UTM  10      - 5,265,160.552   525,404.370   MT  0.99960793   +0 14 56.5
 SY5330
 SY5330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5330!SPC WA N     -   1.00000319  x   0.99999289  =   0.99999608
 SY5330!SPC WA S     -   1.00000319  x   1.00005370  =   1.00005689
 SY5330!UTM  10      -   1.00000319  x   0.99960793  =   0.99961111
 SY5330
 SY5330                          SUPERSEDED SURVEY CONTROL
 SY5330
 SY5330  NAD 83(1986)-  47 32 21.73147(N)    122 39 44.76330(W) AD(       ) 2
 SY5330  NAD 27      -  47 32 22.37400(N)    122 39 40.27800(W) AD(       ) 2
 SY5330
 SY5330.Superseded values are not recommended for survey control.
 SY5330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5330.See file dsdata.txt to determine how the superseded data were derived.
 SY5330
 SY5330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2540465161(NAD 83)
 SY5330
 SY5330  HISTORY     - Date     Condition        Report By
 SY5330  HISTORY     - 1934     MONUMENTED       CGS
 SY5330
 SY5330                          STATION DESCRIPTION
 SY5330
 SY5330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SY5330'SEE STATION BENSON 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1306 ***********************************************************************
 SV1306  DESIGNATION -  BENT
 SV1306  PID         -  SV1306
 SV1306  STATE/COUNTY-  WA/LINCOLN
 SV1306  USGS QUAD   -  FISHTRAP LAKE (1981)
 SV1306
 SV1306                         *CURRENT SURVEY CONTROL
 SV1306  ___________________________________________________________________
 SV1306* NAD 83(1991)-  47 20 45.29482(N)    117 51 15.86592(W)     ADJUSTED  
 SV1306* NAVD 88     -       690.     (meters)    2264.     (feet)  SCALED    
 SV1306  ___________________________________________________________________
 SV1306  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 SV1306  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 SV1306
 SV1306  HORZ ORDER  -  SECOND
 SV1306
 SV1306.The horizontal coordinates were established by classical geodetic methods
 SV1306.and adjusted by the National Geodetic Survey in December 1991..
 SV1306
 SV1306.The orthometric height was scaled from a topographic map.
 SV1306
 SV1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1306
 SV1306.The geoid height was determined by GEOID03.
 SV1306
 SV1306;                    North         East     Units Scale Factor Converg.
 SV1306;SPC WA N     -    42,816.161   725,049.846   MT  1.00003230   +2 13 04.3
 SV1306;SPC WA N     -   140,472.69  2,378,767.70   sFT  1.00003230   +2 13 04.3
 SV1306;SPC WA S     -   227,061.106   699,873.975   MT  1.00000290   +1 55 18.3
 SV1306;SPC WA S     -   744,949.65  2,296,169.87   sFT  1.00000290   +1 55 18.3
 SV1306;UTM  11      - 5,243,959.488   435,463.817   MT  0.99965118   -0 37 42.2
 SV1306
 SV1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1306!SPC WA N     -   0.99989482  x   1.00003230  =   0.99992711
 SV1306!SPC WA S     -   0.99989482  x   1.00000290  =   0.99989772
 SV1306!UTM  11      -   0.99989482  x   0.99965118  =   0.99954603
 SV1306
 SV1306|---------------------------------------------------------------------|
 SV1306| PID    Reference Object                     Distance      Geod. Az  |
 SV1306|                                                           dddmmss.s |
 SV1306| CF1943 BENT RM 1                                          03307     |
 SV1306| CF2580 BENT POINT A                         71.628 METERS 08618     |
 SV1306| SV1113 GRIG                                APPROX. 4.8 KM 2303612.3 |
 SV1306| CF1944 BENT RM 2                                          32109     |
 SV1306|---------------------------------------------------------------------|
 SV1306
 SV1306                          SUPERSEDED SURVEY CONTROL
 SV1306
 SV1306  NAD 83(1986)-  47 20 45.30609(N)    117 51 15.85897(W) AD(       ) 2
 SV1306  NAD 27      -  47 20 45.71900(N)    117 51 12.08100(W) AD(       ) 2
 SV1306
 SV1306.Superseded values are not recommended for survey control.
 SV1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1306.See file dsdata.txt to determine how the superseded data were derived.
 SV1306
 SV1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN3546443959(NAD 83)
 SV1306_MARKER: DS = TRIANGULATION STATION DISK
 SV1306_SETTING: 0 = UNSPECIFIED SETTING
 SV1306
 SV1306  HISTORY     - Date     Condition        Report By
 SV1306  HISTORY     - 1957     MONUMENTED       CGS
 SV1306  HISTORY     - 1965     MARK NOT FOUND   CGS
 SV1306
 SV1306                          STATION DESCRIPTION
 SV1306
 SV1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SV1306'THE STATION IS LOCATED ON THE NORTHWEST SLOPE OF THE TOP OF A HIGH
 SV1306'ROUND TOPPED HILL WHICH IS UNDER CULTIVATION EXCEPT ON THE STEEP
 SV1306'NORTHWEST SIDE.  IT IS ABOUT 7.0 MILES NORTHEAST OF SPRAGUE, 7.0
 SV1306'MILES SOUTH-SOUTHWEST OF TYLER, 0.3 MILE SOUTHEAST OF U.S. HIGHWAY
 SV1306'10-395 AND ABOUT 200 YARDS NORTHEAST OF THE FARM HOME OF
 SV1306'MRS. MUSSER.
 SV1306'
 SV1306'TO REACH THE STATION FROM THE STORE AND POST OFFICE AT TYLER,
 SV1306'DRIVE SOUTHWEST ON U.S. HIGHWAYS 10-395 FOR 7.4 MILES TO A SIDE
 SV1306'ROAD AND CATTLE GUARD ON THE LEFT.  TURN LEFT AND DRIVE
 SV1306'SOUTHEASTERLY ON THE GRAVELED ROAD FOR 0.3 MILE TO THE FARM HOME
 SV1306'OF MRS. MUSSER AND THE END OF TRUCK TRAVEL.  PACK SOUTHEAST UP
 SV1306'THE HILL FOR ABOUT 100 YARDS TO ITS SUMMIT, THENCE TURN LEFT AND
 SV1306'PACK EAST ALONG THE EDGE OF THE CULTIVATED GROUND FOR ABOUT 100
 SV1306'YARDS TO THE STATION.
 SV1306'
 SV1306'THE STATION MARK, STAMPED BENT 1957, IS A STANDARD STATION MARK
 SV1306'DISK BRAZED ON THE TOP OF AN IRON SOIL-PIPE WHICH IS ABOUT 2-1/2
 SV1306'INCHES IN DIAMETER AND CEMENTED IN THE GROUND.  THE MARK, WHICH
 SV1306'IS SET 9 INCHES BELOW THE SURFACE OF THE GROUND, IS ABOUT 8 FEET
 SV1306'LOWER IN ELEVATION THAN THE HIGHEST POINT OF THE HILL AND 4 FEET
 SV1306'SOUTHEAST OF A STANDARD WITNESS POST.
 SV1306'
 SV1306'REFERENCE MARK 1, STAMPED BENT NO 1 1957, IS A STANDARD REFERENCE
 SV1306'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 SV1306'PROJECTS ABOUT 30 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 SV1306'LOCATED NORTHEAST OF THE BASE OF THE STATION HILL IN ROCK COVERED
 SV1306'PASTURE LAND, 89 FEET WEST-NORTHWEST OF A POWERLINE POLE.
 SV1306'
 SV1306'REFERENCE MARK 2, STAMPED BENT NO 2 1957, IS A STANDARD REFERENCE
 SV1306'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 SV1306'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED AT THE
 SV1306'NORTHWEST BASE OF THE STATION HILL BETWEEN TWO FENCES WHICH LIE
 SV1306'IN AN APPROXIMATE EAST-WEST DIRECTION.  IT IS 66.4 FEET SOUTH OF
 SV1306'AN EAST-WEST FENCE, 52.4 FEET NORTH OF AN EAST-WEST FENCE AND
 SV1306'ABOUT 75 YARDS NORTHEAST OF THE FARM HOUSE.
 SV1306'
 SV1306'OBSERVATIONS WERE MADE FROM THE TOP OF A 4 FOOT STAND.
 SV1306'
 SV1306'THE DISTANCES TO THE REFERENCE MARKS WERE COMPUTED BY MEASURING
 SV1306'A SHORT BASE.
 SV1306
 SV1306                          STATION RECOVERY (1965)
 SV1306
 SV1306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1306'THE DISTANCE FROM THE TYLER POST OFFICE TO THE DRIVEWAY INTO THE
 SV1306'FARM BUILDINGS SHOULD BE 7.9 MILES INSTEAD OF 7.4 MILES IN
 SV1306'DIRECTIONS TO REACH THE STATION.
 SV1306'
 SV1306'CHARLES MILLER, PRESENT OWNER OF THE PROPERTY, LIVES ON THE FARM
 SV1306'AND SAYS HE SAW THE STATION MARK EXPOSED AT ONE TIME.  WE SEARCHED
 SV1306'FOR THE MARK WITHOUT THE AID OF MEASUREMENTS OR ANGLES WITHOUT
 SV1306'SUCCESS, BUT BELIEVE WITH THE AID OF MEASUREMENTS IT WOULD BE
 SV1306'FOUND.
 SV1306'
 SV1306'REFERENCE MARK NO. 1 IS 80 FEET NORTH-NORTHWEST OF THE THIRD POLE
 SV1306'NORTHEAST OF THE TRANSFORMER POLE IN THE FARMYARD, 27 YARDS
 SV1306'NORTHWEST OF THE POWER LINE AND 20 YARDS NORTHEAST OF A WIRE FENCE.
 SV1306'
 SV1306'REFERENCE MARK NO. 2 IS ON A SMALL ROCKY RISE, 145 YARDS
 SV1306'NORTHEAST OF THE FARMHOUSE, 60 YARDS SOUTHWEST OF THE SECOND
 SV1306'POWER POLE NORTHEAST OF THE TRANSFORMER POLE IN THE FARMYARD, 37
 SV1306'YARDS NORTHEAST OF A FENCE CORNER AND SET IN A BEDROCK OUTCROP
 SV1306'10 FEET BY 4 FEET AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2306 ***********************************************************************
 SA2306  DESIGNATION -  BENTON
 SA2306  PID         -  SA2306
 SA2306  STATE/COUNTY-  WA/BENTON
 SA2306  USGS QUAD   -  WOODED ISLAND (1992)
 SA2306
 SA2306                         *CURRENT SURVEY CONTROL
 SA2306  ___________________________________________________________________
 SA2306* NAD 83(1991)-  46 27 57.18356(N)    119 16 01.10792(W)     ADJUSTED  
 SA2306* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 SA2306  ___________________________________________________________________
 SA2306  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 SA2306  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SA2306
 SA2306  HORZ ORDER  -  SECOND
 SA2306
 SA2306.The horizontal coordinates were established by classical geodetic methods
 SA2306.and adjusted by the National Geodetic Survey in December 1991..
 SA2306
 SA2306.The orthometric height was scaled from a topographic map.
 SA2306
 SA2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2306
 SA2306.The geoid height was determined by GEOID03.
 SA2306
 SA2306;                    North         East     Units Scale Factor Converg.
 SA2306;SPC WA S     -   126,622.708   594,697.682   MT  0.99991675   +0 53 44.4
 SA2306;SPC WA S     -   415,428.00  1,951,103.98   sFT  0.99991675   +0 53 44.4
 SA2306;UTM  11      - 5,148,309.505   325,944.271   MT  0.99997240   -1 38 38.0
 SA2306
 SA2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2306!SPC WA S     -   0.99998364  x   0.99991675  =   0.99990039
 SA2306!UTM  11      -   0.99998364  x   0.99997240  =   0.99995604
 SA2306
 SA2306:                Primary Azimuth Mark                     Grid Az
 SA2306:SPC WA S     -  BRASS                                    355 36 51.5
 SA2306:UTM  11      -  BRASS                                    358 09 13.9
 SA2306
 SA2306|---------------------------------------------------------------------|
 SA2306| PID    Reference Object                     Distance      Geod. Az  |
 SA2306|                                                           dddmmss.s |
 SA2306| SA2315 BRASS                               APPROX. 1.4 KM 3563035.9 |
 SA2306|---------------------------------------------------------------------|
 SA2306
 SA2306                          SUPERSEDED SURVEY CONTROL
 SA2306
 SA2306  NAD 83(1991)-  46 27 57.18580(N)    119 16 01.09970(W) AD(       ) 2
 SA2306  NAD 83(1986)-  46 27 57.19265(N)    119 16 01.09808(W) AD(       ) 2
 SA2306  NAD 27      -  46 27 57.69900(N)    119 15 57.03800(W) AD(       ) 2
 SA2306
 SA2306.Superseded values are not recommended for survey control.
 SA2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2306.See file dsdata.txt to determine how the superseded data were derived.
 SA2306
 SA2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2594448310(NAD 83)
 SA2306_MARKER: Z = SEE DESCRIPTION
 SA2306_SETTING: 0 = UNSPECIFIED SETTING
 SA2306_STAMPING: BENTON 1949
 SA2306_MARK LOGO: USE   
 SA2306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2306
 SA2306  HISTORY     - Date     Condition        Report By
 SA2306  HISTORY     - 1949     MONUMENTED       USE
 SA2306
 SA2306                          STATION DESCRIPTION
 SA2306
 SA2306'DESCRIBED BY US ENGINEERS 1949 (WRG)
 SA2306'BEGIN AT NORTH RICHLAND AND STEVENS DRIVE BARRICADE.  GO NORTH 0.5
 SA2306'MILES, PAST 300 AREA.  TURN RIGHT, GO NORTHEASTERLY 0.6 MILES ON
 SA2306'GRAVEL ROAD BEARING LEFT.  CROSS RAILROAD TRACK, PASS FENCED
 SA2306'BURNING AREA TO Y IN ROAD.  CONTINUE 0.5 MILES ON GRAVEL ROAD
 SA2306'BEARING LEFT TO Y.  TAKE TRACK ROAD TO RIGHT 0.15 MILES TO
 SA2306'TELEPHONE LINE.  CONTINUE ON TRACK ROAD 5.5 MILES.  LEAVE CAR,
 SA2306'GO WESTERLY ABOUT 200 FEET TO STATION.
 SA2306'
 SA2306'STATION LOCATED ABOUT ONE HALF MILE NORTH FROM POWERLINE
 SA2306'TOWER.  ABOUT 200 FEET WEST FROM TRACK ROAD, ON SANDY
 SA2306'KNOLE.  BRONZE DISC SET IN CONCRETE MONUMENT, STAMPED BENTON 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1394 ***********************************************************************
 RB1394  DESIGNATION -  BERRIAN
 RB1394  PID         -  RB1394
 RB1394  STATE/COUNTY-  WA/BENTON
 RB1394  USGS QUAD   -  HAT ROCK (1993)
 RB1394
 RB1394                         *CURRENT SURVEY CONTROL
 RB1394  ___________________________________________________________________
 RB1394* NAD 83(1991)-  45 56 19.08733(N)    119 13 15.81724(W)     ADJUSTED  
 RB1394* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 RB1394  ___________________________________________________________________
 RB1394  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 RB1394  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 RB1394
 RB1394  HORZ ORDER  -  SECOND
 RB1394
 RB1394.The horizontal coordinates were established by classical geodetic methods
 RB1394.and adjusted by the National Geodetic Survey in December 1991..
 RB1394
 RB1394.The orthometric height was scaled from a topographic map.
 RB1394
 RB1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1394
 RB1394.The geoid height was determined by GEOID03.
 RB1394
 RB1394;                    North         East     Units Scale Factor Converg.
 RB1394;SPC WA S     -    68,083.562   599,173.800   MT  0.99997779   +0 55 44.5
 RB1394;SPC WA S     -   223,370.82  1,965,789.38   sFT  0.99997779   +0 55 44.5
 RB1394;SPC OR N     -   253,259.049 2,599,174.716   MT  0.99998498   +0 54 25.2
 RB1394;SPC OR N     -   830,902.39  8,527,476.10   iFT  0.99998498   +0 54 25.2
 RB1394;UTM  11      - 5,089,628.101   327,829.491   MT  0.99996442   -1 35 47.2
 RB1394
 RB1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1394!SPC WA S     -   0.99998850  x   0.99997779  =   0.99996629
 RB1394!SPC OR N     -   0.99998850  x   0.99998498  =   0.99997348
 RB1394!UTM  11      -   0.99998850  x   0.99996442  =   0.99995292
 RB1394
 RB1394|---------------------------------------------------------------------|
 RB1394| PID    Reference Object                     Distance      Geod. Az  |
 RB1394|                                                           dddmmss.s |
 RB1394| CF4486 BERRIAN RM 2                         14.084 METERS 05805     |
 RB1394| RB0700 MID                                 APPROX. 4.6 KM 2802948.3 |
 RB1394| CF4485 BERRIAN RM 1                          9.086 METERS 31855     |
 RB1394|---------------------------------------------------------------------|
 RB1394
 RB1394                          SUPERSEDED SURVEY CONTROL
 RB1394
 RB1394  NAD 83(1991)-  45 56 19.08732(N)    119 13 15.81724(W) AD(       ) 2
 RB1394  NAD 83(1986)-  45 56 19.09378(N)    119 13 15.81170(W) AD(       ) 2
 RB1394  NAD 27      -  45 56 19.61800(N)    119 13 11.76300(W) AD(       ) 2
 RB1394
 RB1394.Superseded values are not recommended for survey control.
 RB1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1394.See file dsdata.txt to determine how the superseded data were derived.
 RB1394
 RB1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL2782989628(NAD 83)
 RB1394_MARKER: Z = SEE DESCRIPTION
 RB1394_SETTING: 0 = UNSPECIFIED SETTING
 RB1394
 RB1394  HISTORY     - Date     Condition        Report By
 RB1394  HISTORY     - 1942     MONUMENTED       USE
 RB1394  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RB1394
 RB1394                          STATION DESCRIPTION
 RB1394
 RB1394'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB1394'STATION IS ABOUT 1.0 MILE E OF BERRIAN RAILROAD STATION, ON THE
 RB1394'SPOKANE, PORTLAND AND SEATTLE RAILWAY, 1000 FEET W OF GRADE
 RB1394'CROSSING, AND 75 FEET N OF ROAD AT BEGINNING OF ROCKY LEDGE
 RB1394'RUNNING E AT AN ELEVATION ABOUT 30 FEET ABOVE THE ROAD.
 RB1394'
 RB1394'STATION MARK IS A STANDARD U.S.E. CONTROL-STATION DISK SET IN
 RB1394'BEDROCK FLUSH WITH THE SURFACE AND IS 2.8 METERS N OF THE EDGE OF
 RB1394'THE RIM.  IT IS STAMPED BERRIAN 1941.
 RB1394'
 RB1394'REFERENCE MARK NO.1 IS A STANDARD U.S.E. DISK SET IN BEDROCK
 RB1394'FLUSH WITH THE SURFACE.  IT IS ABOUT 5 METERS N OF THE EDGE OF
 RB1394'THE RIM AND 1-1/2 FEET LOWER THAN THE STATION MARK.  IT IS
 RB1394'STAMPED BERRIAN R.M. 1 1941.
 RB1394'
 RB1394'REFERENCE MARK NO.2 IS A STANDARD U.S.E. DISK SET IN BEDROCK
 RB1394'FLUSH WITH THE SURFACE.  IT IS ABOUT 2-1/2 FEET HIGHER THAN
 RB1394'STATION MARK AND 11 METERS N OF THE EDGE OF THE RIM.  IT IS STAMPED
 RB1394'BERRIAN R.M. 2 1941.
 RB1394'
 RB1394'STATION MID (U.S.E.) WILL SERVE AS THE AZIMUTH MARK FOR THIS
 RB1394'STATION.  IT IS 2.0 MILES W ON THE S SIDE OF THE ROAD.
 RB1394'
 RB1394'TO REACH FROM BERRIAN GO E 1.0 MILE ON MAIN ROAD.  THENCE N
 RB1394'75 FEET TO STATION.
 RB1394
 RB1394                          STATION RECOVERY (1956)
 RB1394
 RB1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 RB1394'NOT RECOVERED.  THIS STATION COULD NOT BE RECOVERED AFTER A
 RB1394'THOROUGH SEARCH BY NORMAL RECOVERY METHODS.  THE ROAD NO LONGER
 RB1394'EXISTS IN THE GENERAL AREA OF THE STATION AND THE RAILROAD HAS
 RB1394'BEEN RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1956 ***********************************************************************
 TR1956  DESIGNATION -  BERRY
 TR1956  PID         -  TR1956
 TR1956  STATE/COUNTY-  WA/SKAGIT
 TR1956  USGS QUAD   -  CYPRESS ISLAND (1994)
 TR1956
 TR1956                         *CURRENT SURVEY CONTROL
 TR1956  ___________________________________________________________________
 TR1956* NAD 83(1991)-  48 34 26.45932(N)    122 44 20.94706(W)     ADJUSTED  
 TR1956* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 TR1956  ___________________________________________________________________
 TR1956  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 TR1956  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 TR1956
 TR1956  HORZ ORDER  -  SECOND
 TR1956
 TR1956.The horizontal coordinates were established by classical geodetic methods
 TR1956.and adjusted by the National Geodetic Survey in December 1991..
 TR1956
 TR1956.The orthometric height was scaled from a topographic map.
 TR1956
 TR1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1956
 TR1956.The geoid height was determined by GEOID03.
 TR1956
 TR1956;                    North         East     Units Scale Factor Converg.
 TR1956;SPC WA N     -   176,748.414   359,380.518   MT  0.99997394   -1 25 08.1
 TR1956;SPC WA N     -   579,882.09  1,179,067.58   sFT  0.99997394   -1 25 08.1
 TR1956;UTM  10      - 5,380,135.814   519,241.250   MT  0.99960455   +0 11 44.1
 TR1956
 TR1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1956!SPC WA N     -   1.00000089  x   0.99997394  =   0.99997483
 TR1956!UTM  10      -   1.00000089  x   0.99960455  =   0.99960544
 TR1956
 TR1956|---------------------------------------------------------------------|
 TR1956| PID    Reference Object                     Distance      Geod. Az  |
 TR1956|                                                           dddmmss.s |
 TR1956| TR1955 BERRY 2 BERRY 1939 RM 3               7.898 METERS 04414     |
 TR1956| TR1962 STRAW                               APPROX. 1.6 KM 1723233.3 |
 TR1956| CF7584 BERRY RM 1                            5.724 METERS 26410     |
 TR1956| TR2033 PEAVINE PASS BEACON                 APPROX. 4.9 KM 2892759.7 |
 TR1956| TR2042 OBSTRUCTION PASS LIGHT              APPROX. 5.5 KM 2982917.8 |
 TR1956| CF7585 BERRY RM 2                            9.367 METERS 34124     |
 TR1956|---------------------------------------------------------------------|
 TR1956
 TR1956                          SUPERSEDED SURVEY CONTROL
 TR1956
 TR1956  NAD 83(1986)-  48 34 26.46149(N)    122 44 20.95018(W) AD(       ) 2
 TR1956  NAD 27      -  48 34 27.09200(N)    122 44 16.31700(W) AD(       ) 2
 TR1956
 TR1956.Superseded values are not recommended for survey control.
 TR1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1956.See file dsdata.txt to determine how the superseded data were derived.
 TR1956
 TR1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1924180136(NAD 83)
 TR1956_MARKER: Z = SEE DESCRIPTION
 TR1956_SETTING: 0 = UNSPECIFIED SETTING
 TR1956
 TR1956  HISTORY     - Date     Condition        Report By
 TR1956  HISTORY     - 1939     MONUMENTED       CGS
 TR1956  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TR1956
 TR1956                          STATION DESCRIPTION
 TR1956
 TR1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR1956'STATION IS LOCATED IN ROSARIO STRAIT, ON THE W SHORE OF CYPRESS
 TR1956'ISLAND, ABOUT 0.7 MILE N OF STRAWBERRY ISLAND, ABOUT 0.7 MILE
 TR1956'S OF TIDE POINT, ON A ROUNDED BOULDER-STREWN POINT.  STATION IS
 TR1956'IN THE TOP OF A BOULDER FLUSH WITH THE GROUND ABOUT 8 FEET IN
 TR1956'FROM THE HIGH-WATER LINE AND ABOUT 10 FEET OUT FROM THE FOOT OF
 TR1956'A CLAY BLUFF.
 TR1956'
 TR1956'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 TR1956'IN DRILL HOLES IN BOULDERS, AND ALL MARKS STAMPED
 TR1956'BERRY-1939.  (REFERENCE MARK NO.3 IS BERRY 2).
 TR1956'
 TR1956'REFERENCE MARK NO.1 IS IN THE TOP OF A LARGE ROUNDED BOULDER
 TR1956'BETWEEN THE HIGH AND LOW-WATER LINES, ABOUT 4 FEET ABOVE THE
 TR1956'BEACH AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 TR1956'
 TR1956'REFERENCE MARK NO.2 IS IN THE TOP OF A LARGE BOULDER N OF THE
 TR1956'STATION AT THE HIGH-WATER LINE ABOUT 4 FEET ABOVE THE BEACH.
 TR1956
 TR1956                          STATION RECOVERY (1972)
 TR1956
 TR1956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GCS)
 TR1956'RECOVERED IN GOOD CONDITION.
 TR1956'
 TR1956'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1956'5.6 N.M. NW ANACORTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2231 ***********************************************************************
 SA2231  DESIGNATION -  BERRY
 SA2231  PID         -  SA2231
 SA2231  STATE/COUNTY-  WA/FRANKLIN
 SA2231  USGS QUAD   -  PASCO (1992)
 SA2231
 SA2231                         *CURRENT SURVEY CONTROL
 SA2231  ___________________________________________________________________
 SA2231* NAD 83(1991)-  46 13 44.03053(N)    119 00 39.01734(W)     ADJUSTED  
 SA2231* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 SA2231  ___________________________________________________________________
 SA2231  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 SA2231  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA2231
 SA2231  HORZ ORDER  -  SECOND
 SA2231
 SA2231.The horizontal coordinates were established by classical geodetic methods
 SA2231.and adjusted by the National Geodetic Survey in December 1991..
 SA2231
 SA2231.The orthometric height was scaled from a topographic map.
 SA2231
 SA2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2231
 SA2231.The geoid height was determined by GEOID03.
 SA2231
 SA2231;                    North         East     Units Scale Factor Converg.
 SA2231;SPC WA S     -   100,625.836   614,864.363   MT  0.99993382   +1 04 54.2
 SA2231;SPC WA S     -   330,136.60  2,017,267.50   sFT  0.99993382   +1 04 54.2
 SA2231;UTM  11      - 5,121,445.298   344,940.773   MT  0.99989556   -1 27 08.4
 SA2231
 SA2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2231!SPC WA S     -   0.99998256  x   0.99993382  =   0.99991638
 SA2231!UTM  11      -   0.99998256  x   0.99989556  =   0.99987812
 SA2231
 SA2231:                Primary Azimuth Mark                     Grid Az
 SA2231:SPC WA S     -  DEFEAT                                   057 37 41.3
 SA2231:UTM  11      -  DEFEAT                                   060 09 43.9
 SA2231
 SA2231|---------------------------------------------------------------------|
 SA2231| PID    Reference Object                     Distance      Geod. Az  |
 SA2231|                                                           dddmmss.s |
 SA2231| SA2027 DEFEAT                              APPROX. 2.3 KM 0584235.5 |
 SA2231|---------------------------------------------------------------------|
 SA2231
 SA2231                          SUPERSEDED SURVEY CONTROL
 SA2231
 SA2231  NAD 83(1991)-  46 13 44.03095(N)    119 00 39.01673(W) AD(       ) 2
 SA2231  NAD 83(1986)-  46 13 44.03818(N)    119 00 39.00936(W) AD(       ) 2
 SA2231  NAD 27      -  46 13 44.55600(N)    119 00 34.98700(W) AD(       ) 2
 SA2231
 SA2231.Superseded values are not recommended for survey control.
 SA2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2231.See file dsdata.txt to determine how the superseded data were derived.
 SA2231
 SA2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4494121445(NAD 83)
 SA2231_MARKER: Z = SEE DESCRIPTION
 SA2231_SETTING: 0 = UNSPECIFIED SETTING
 SA2231_STAMPING: BERRY 1949
 SA2231_MARK LOGO: USE   
 SA2231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2231
 SA2231  HISTORY     - Date     Condition        Report By
 SA2231  HISTORY     - 1948     MONUMENTED       USE
 SA2231  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SA2231  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SA2231
 SA2231                          STATION DESCRIPTION
 SA2231
 SA2231'DESCRIBED BY US ENGINEERS 1948 (WRG)
 SA2231'STATION IS LOCATED ABOUT 5-1/2 MILES EAST FROM PASCO ON RIGHT
 SA2231'BANK OF SNAKE RIVER.
 SA2231'
 SA2231'TO REACH STATION FROM 4TH. AVE AND LEWIS ST. PASCO WN.  GO
 SA2231'EASTERLY ALONG LEWIS ST. 3.8 MILES TO WEST END OF HWY. BRIDGE
 SA2231'OVER SNAKE RIVER.  TURN NORTH-EAST ON TRACK ROAD 1.1 MILES TO
 SA2231'STATION BERRY.
 SA2231'
 SA2231'ABOUT 0.3 MILE NORTH FROM SP AND S RR MILE 225.  ABOUT 20
 SA2231'FT. EAST FROM POWER POLE 95 ON SHOULDER OF GRASSY HILL SLOPING IN
 SA2231'SOUTHERLY DIRECTION.  C OF E BRONZE DISK CAST IN CONCRETE MONUMENT
 SA2231'6 IN ABOVE GROUND.  STAMPED BERRY 1948.
 SA2231
 SA2231                          STATION RECOVERY (1957)
 SA2231
 SA2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA2231'RECOVERED IN GOOD CONDITION, ABOUT 3.5 MILES EAST OF PASCO, ON THE
 SA2231'NORTH BANK OF THE SNAKE RIVER, BETWEEN TWO POWER TRANSMISSION
 SA2231'LINES, ON THE SOUTHEASTERLY SLOPE OF A SAND HILL, 120 FEET WEST
 SA2231'OF THE CENTERLINE OF A DIRT ROAD, 20 FEET EAST OF POWER POLE
 SA2231'NO. 95, 4.5 FEET NORTH OF A 4 INCH BY 6 INCH WITNESS POST.
 SA2231'
 SA2231'THE STATION IS A CORPS OF ENGINEERS DISK STAMPED BERRY 1948 SET
 SA2231'IN THE TOP OF AN 8 INCH SQUARE, CONCRETE MONUMENT, PROJECTING 8
 SA2231'INCHES ABOVE THE SURFACE OF THE GROUND.
 SA2231'
 SA2231'TO REACH FROM THE POST OFFICE IN PASCO, (THIRD AVENUE AND WEST
 SA2231'LEWIS STREET) GO EAST ON LEWIS STREET (U.S. HIGHWAY 395/410) FOR
 SA2231'3.0 MILES, TURN LEFT ON A DIRT ROAD THAT FOLLOWS A POWER LINE, GO
 SA2231'1.3 MILES AND STATION ON THE LEFT.
 SA2231
 SA2231                          STATION RECOVERY (1960)
 SA2231
 SA2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCS)
 SA2231'RECOVERED AS DESCRIBED BY V.R.S., 1957.  MARK FOUND IN GOOD
 SA2231'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1208 ***********************************************************************
 SB1208  DESIGNATION -  BERRY
 SB1208  PID         -  SB1208
 SB1208  STATE/COUNTY-  WA/YAKIMA
 SB1208  USGS QUAD   -  SELAH (1985)
 SB1208
 SB1208                         *CURRENT SURVEY CONTROL
 SB1208  ___________________________________________________________________
 SB1208* NAD 83(1998)-  46 38 55.46880(N)    120 37 31.13406(W)     ADJUSTED  
 SB1208* NAVD 88     -       407.9    (meters)    1338.     (feet)  VERTCON   
 SB1208  ___________________________________________________________________
 SB1208  X           -  -2,234,542.382 (meters)                     COMP
 SB1208  Y           -  -3,774,597.551 (meters)                     COMP
 SB1208  Z           -   4,615,327.751 (meters)                     COMP
 SB1208  LAPLACE CORR-          -6.85  (seconds)                    DEFLEC99
 SB1208  ELLIP HEIGHT-         386.93  (meters)          (07/05/01) GPS OBS
 SB1208  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SB1208
 SB1208  HORZ ORDER  -  FIRST
 SB1208  ELLP ORDER  -  FOURTH    CLASS II
 SB1208
 SB1208.The horizontal coordinates were established by GPS observations
 SB1208.and adjusted by the National Geodetic Survey in July 2001..
 SB1208.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB1208.DATUM ITEM on the data sheet items page.
 SB1208
 SB1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1208
 SB1208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB1208
 SB1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1208
 SB1208.The ellipsoidal height was determined by GPS observations
 SB1208.and is referenced to NAD 83.
 SB1208
 SB1208.The geoid height was determined by GEOID03.
 SB1208
 SB1208;                    North         East     Units Scale Factor Converg.
 SB1208;SPC WA S     -   146,215.205   490,407.576   MT  0.99991521   -0 05 27.7
 SB1208;SPC WA S     -   479,707.72  1,608,945.52   sFT  0.99991521   -0 05 27.7
 SB1208;UTM  10      - 5,168,870.209   681,713.630   MT  1.00000588   +1 43 38.1
 SB1208
 SB1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1208!SPC WA S     -   0.99993935  x   0.99991521  =   0.99985457
 SB1208!UTM  10      -   0.99993935  x   1.00000588  =   0.99994523
 SB1208
 SB1208                          SUPERSEDED SURVEY CONTROL
 SB1208
 SB1208  NAD 83(1991)-  46 38 55.46781(N)    120 37 31.13393(W) AD(       ) 1
 SB1208  ELLIP H (05/26/93)  387.04   (m)                       GP(       ) 3 1
 SB1208  NGVD 29 (05/26/93)  406.8    (m)         1335.     (f) GPS OBS        
 SB1208
 SB1208.Superseded values are not recommended for survey control.
 SB1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1208.See file dsdata.txt to determine how the superseded data were derived.
 SB1208
 SB1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS8171468870(NAD 83)
 SB1208_MARKER: A = ALUMINUM MARKER
 SB1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB1208_SP_SET: CONCRETE POST
 SB1208_STAMPING: BERRY 1991
 SB1208_MARK LOGO: WA-077
 SB1208_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SB1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1208+STABILITY: SURFACE MOTION
 SB1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1208+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 SB1208
 SB1208  HISTORY     - Date     Condition        Report By
 SB1208  HISTORY     - 1991     MONUMENTED       WA-077
 SB1208  HISTORY     - 20030811 GOOD             BOR
 SB1208
 SB1208                          STATION DESCRIPTION
 SB1208
 SB1208'DESCRIBED BY YAKIMA COUNTY WASHINGTON 1991
 SB1208'THE STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 6, TOWNSHIP
 SB1208'13 NORTH, RANGE 18 EAST, WILLAMETTE MERIDIAN.
 SB1208'FROM YAKIMA COUNTY COURTHOUSE AT NORTH FIRST STREET AND EAST B
 SB1208'STREET, YAKIMA, WAHSINGTON.  GO NORTH ON NORTH FIRST STREET FOR 0.10
 SB1208'MI (0.16 KM) TO THE INTERSECTION WITH EAST LINCOLN AVENUE.  TURN LEFT
 SB1208'ON LINCOLN AVENUE AND HEAD WEST FOR 1.10 MI (1.77 KM) TO THE
 SB1208'INTERSECTION WITH NORTH 16TH AVENUE. TURN RIGHT ON NORTH 16TH AVENUE
 SB1208'AND HEAD NORTH FOR 1.55 MI (2.49 KM) TO STATE HWY 12 ON RAMP.  TURN
 SB1208'LEFT ONTO STATE HWY 12 AND HEAD WESTERLY FOR 2.63 MI (4.23 KM) TO THE
 SB1208'INTERSECTION WITH ACKLEY ROAD. TURN LEFT ON ACKLEY ROAD AND GO SOUTH
 SB1208'FOR 0.05 MI (0.08 KM) TO THE INTERSECTION WITH WEST POWERHOUSE ROAD.
 SB1208'TURN RIGHT ON WEST POWERHOUSE ROAD AND HEAD WESTERLY FOR 0.25 MI
 SB1208'(0.40 KM) TO THE INTERSECTION WITH SOUTH NACHES ROAD.  TURN LEFT ON
 SB1208'SOUTH NACHES ROAD AND HEAD WESTERLY FOR 2.55 MI (4.10 KM) .  PARK IN
 SB1208'DRIVEWAY TO WEST RESIDENCE ADDRESSED AS 2450 SOUTH NACHES ROAD.
 SB1208'THE MARK IS A 2 1/2 INCH ALUMINUM CAP SET ON A 5/8 INCH REBAR IN AN 8
 SB1208'DIAMETER CONCRETE MONUMENT SET 0.17 FT (0.05 M) ABOVE GROUND.
 SB1208'LOCATED 6.70 FT (2.04 M) SOUTHEAST OF NAIL IN NORTHERLY GUARD RAIL
 SB1208'POST, 7.10 FT (2.16 M) NORTHEAST OF NAIL IN GUARDRAIL POST. 24.0 FT
 SB1208'(7.3 M) NORTHEAST OF CENTERLINE OF SOUTH NACHES ROAD, 11.5 FT
 SB1208'(3.5 M) NORTHEAST OF MAIL BOX NO. 2450 SOUTH NACHES ROAD, 0.5 FT
 SB1208'(0.2 M) SOUTHWEST OF CARSONITE WITNESS POST.
 SB1208
 SB1208                          STATION RECOVERY (2003)
 SB1208
 SB1208'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2003 (CAS)
 SB1208'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2129 ***********************************************************************
 SY2129  DESIGNATION -  BERRY 1 1955
 SY2129  PID         -  SY2129
 SY2129  STATE/COUNTY-  WA/KING
 SY2129  USGS QUAD   -  RENTON (1994)
 SY2129
 SY2129                         *CURRENT SURVEY CONTROL
 SY2129  ___________________________________________________________________
 SY2129* NAD 83(1991)-  47 28 16.62657(N)    122 13 04.20272(W)     ADJUSTED  
 SY2129* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SY2129  ___________________________________________________________________
 SY2129  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 SY2129  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SY2129
 SY2129  HORZ ORDER  -  THIRD
 SY2129
 SY2129.The horizontal coordinates were established by classical geodetic methods
 SY2129.and adjusted by the National Geodetic Survey in December 1991..
 SY2129
 SY2129.The orthometric height was scaled from a topographic map.
 SY2129
 SY2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2129
 SY2129.The geoid height was determined by GEOID03.
 SY2129
 SY2129;                    North         East     Units Scale Factor Converg.
 SY2129;SPC WA N     -    53,337.434   395,634.968   MT  1.00000548   -1 01 50.8
 SY2129;SPC WA N     -   174,991.23  1,298,012.39   sFT  1.00000548   -1 01 50.8
 SY2129;UTM  10      - 5,257,834.966   558,939.554   MT  0.99964269   +0 34 35.1
 SY2129
 SY2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2129!SPC WA N     -   1.00000203  x   1.00000548  =   1.00000751
 SY2129!UTM  10      -   1.00000203  x   0.99964269  =   0.99964472
 SY2129
 SY2129:                Primary Azimuth Mark                     Grid Az
 SY2129:SPC WA N     -  TUKWILA                                  268 48 49.9
 SY2129:UTM  10      -  TUKWILA                                  267 12 24.0
 SY2129
 SY2129|---------------------------------------------------------------------|
 SY2129| PID    Reference Object                     Distance      Geod. Az  |
 SY2129|                                                           dddmmss.s |
 SY2129| SY2369 TUKWILA                             APPROX. 3.4 KM 2674659.1 |
 SY2129|---------------------------------------------------------------------|
 SY2129
 SY2129                          SUPERSEDED SURVEY CONTROL
 SY2129
 SY2129  NAD 83(1986)-  47 28 16.61941(N)    122 13 04.21169(W) AD(       ) 3
 SY2129  NAD 27      -  47 28 17.25700(N)    122 12 59.77000(W) AD(       ) 3
 SY2129
 SY2129.Superseded values are not recommended for survey control.
 SY2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2129.See file dsdata.txt to determine how the superseded data were derived.
 SY2129
 SY2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5894057835(NAD 83)
 SY2129_MARKER: Z = SEE DESCRIPTION
 SY2129_SETTING: 0 = UNSPECIFIED SETTING
 SY2129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2129
 SY2129  HISTORY     - Date     Condition        Report By
 SY2129  HISTORY     - 1955     MONUMENTED       CGS
 SY2129  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2129
 SY2129                          STATION DESCRIPTION
 SY2129
 SY2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2129'STATION IS ABOUT 1 MILE SOUTHWEST OF THE CITY OF RENTON, IN THE
 SY2129'N 1/2 SEC. 19, T23N, R5E.
 SY2129'
 SY2129'TO REACH FROM THE DUWAMISH JUNCTION ON U.S. HIGHWAY 99, PROCEED
 SY2129'SOUTH ON STATE HIGHWAY 5-M FOR 4.0 MILES, TURN LEFT, EAST, ON STATE
 SY2129'HIGHWAY 1-L FOR 1.4 MILES, TURN LEFT, NORTH, ON STATE HIGHWAY 5,
 SY2129'AND PARK JUST ACROSS RAILROAD TRACKS.
 SY2129'
 SY2129'STATION MARK, A STANDARD CARL M. BERRY ENGINEERING SURVEYS DISK,
 SY2129'SET IN 1 IN PIPE, STAMPED BERRY NO. 1, IS 22.8 FEET NORTH OF
 SY2129'NORTH RAIL AND 22.1 FEET EAST OF CENTERLINE OF STATE HIGHWAY
 SY2129'5.  MONUMENT PROJECTS ONE INCH FROM GROUND.
 SY2129'
 SY2129'NO REFERENCE OR AZIMUTH MARKS WERE SET.
 SY2129
 SY2129                          STATION RECOVERY (1963)
 SY2129
 SY2129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2129'THE MARK WAS NOT FOUND, AND IT IS BELIEVED THE MARK WAS BURIED.  IT
 SY2129'IS NOW 24 FEET FROM THE CENTER OF THE ROAD TO THE EDGE OF THE
 SY2129'BLACKTOP, SO EVIDENTLY THE ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2133 ***********************************************************************
 SY2133  DESIGNATION -  BERRY 2 1955
 SY2133  PID         -  SY2133
 SY2133  STATE/COUNTY-  WA/KING
 SY2133  USGS QUAD   -  RENTON (1994)
 SY2133
 SY2133                         *CURRENT SURVEY CONTROL
 SY2133  ___________________________________________________________________
 SY2133* NAD 83(1991)-  47 27 57.11170(N)    122 14 13.27936(W)     ADJUSTED  
 SY2133* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY2133  ___________________________________________________________________
 SY2133  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 SY2133  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 SY2133
 SY2133  HORZ ORDER  -  SECOND
 SY2133
 SY2133.The horizontal coordinates were established by classical geodetic methods
 SY2133.and adjusted by the National Geodetic Survey in December 1991..
 SY2133
 SY2133.The orthometric height was scaled from a topographic map.
 SY2133
 SY2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2133
 SY2133.The geoid height was determined by GEOID03.
 SY2133
 SY2133;                    North         East     Units Scale Factor Converg.
 SY2133;SPC WA N     -    52,761.048   394,177.728   MT  1.00000654   -1 02 42.3
 SY2133;SPC WA N     -   173,100.20  1,293,231.43   sFT  1.00000654   -1 02 42.3
 SY2133;UTM  10      - 5,257,218.159   557,499.579   MT  0.99964063   +0 33 44.0
 SY2133
 SY2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2133!SPC WA N     -   1.00000250  x   1.00000654  =   1.00000904
 SY2133!UTM  10      -   1.00000250  x   0.99964063  =   0.99964312
 SY2133
 SY2133                          SUPERSEDED SURVEY CONTROL
 SY2133
 SY2133  NAD 83(1986)-  47 27 57.10477(N)    122 14 13.28841(W) AD(       ) 2
 SY2133  NAD 27      -  47 27 57.74100(N)    122 14 08.84900(W) AD(       ) 2
 SY2133
 SY2133.Superseded values are not recommended for survey control.
 SY2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2133.See file dsdata.txt to determine how the superseded data were derived.
 SY2133
 SY2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5750057218(NAD 83)
 SY2133_MARKER: Z = SEE DESCRIPTION
 SY2133_SETTING: 0 = UNSPECIFIED SETTING
 SY2133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2133
 SY2133  HISTORY     - Date     Condition        Report By
 SY2133  HISTORY     - 1955     MONUMENTED       CGS
 SY2133  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY2133  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SY2133
 SY2133                          STATION DESCRIPTION
 SY2133
 SY2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2133'STATION IS ABOUT 2 MILES SOUTHWEST OF CITY OF RENTON, AND ABOUT
 SY2133'400 FEET NORTH OF THE NORTH END OF LONGACRES RACETRACK, AND LIES
 SY2133'NEAR THE CENTER OF SEC. 24, T23N, R4E.
 SY2133'
 SY2133'TO REACH FROM THE DUWAMISH JUNCTION ON U.S. HIGHWAY 99, PROCEED
 SY2133'SOUTH ON STATE HIGHWAY 5-M FOR 4.0 MILES, TURN LEFT, EAST, ON
 SY2133'STATE HIGHWAY 1-L FOR 0.45 MILE, TURN RIGHT, SOUTH, ON 77TH AVENUE,
 SY2133'SO. FOR 0.1 MILE, TURN RIGHT, WEST, ON SO. 153RD ST. AND PARK.
 SY2133'
 SY2133'STATION IS A STANDARD CARL M. BERRY ENGINEERING SURVEYS DISK, SET
 SY2133'IN THE TOP OF A SQUARE CONCRETE POST, STAMPED BERRY NO. 2, IS
 SY2133'48.2 FEET FROM THE SW CORNER OF HOUSE AT 7650 SO. 153RD ST., 12.5
 SY2133'FEET SE OF FENCE CORNER AND 87.7 FEET NE OF TELEPHONE
 SY2133'POLE.  MONUMENT PROJECTS TWO INCHES FROM GROUND.
 SY2133'
 SY2133'NO REFERENCE OR AZIMUTH MARKS WERE SET.
 SY2133
 SY2133                          STATION RECOVERY (1956)
 SY2133
 SY2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CMB)
 SY2133'STATION MONUMENT WAS FOUND OVERTURNED NEAR ORIGINAL LOCATION.  LOCAL
 SY2133'RESIDENTS STATED A BULLDOZER OPERATOR HAD INADVERTENTLY TAKEN
 SY2133'OUT THE MONUMENT EARLY IN THE SPRING OF 1956.
 SY2133
 SY2133                          STATION RECOVERY (1957)
 SY2133
 SY2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 SY2133'STATION WAS NOT RECOVERED.  THE THREE GOOD TIE-IN MEASUREMENTS
 SY2133'INTERSECTED AT ONE POINT AND THIS IS THE LOCATION OF A TELEPHONE
 SY2133'CABLE TRENCH EXCAVATED IN 1956.
 SY2133'
 SY2133'1956 RECOVERY NOTE STATES THAT THE MONUMENT WAS FOUND
 SY2133'OVERTURNED.  IT WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1955 ***********************************************************************
 TR1955  DESIGNATION -  BERRY 2 BERRY 1939 RM 3
 TR1955  PID         -  TR1955
 TR1955  STATE/COUNTY-  WA/SKAGIT
 TR1955  USGS QUAD   -  CYPRESS ISLAND (1994)
 TR1955
 TR1955                         *CURRENT SURVEY CONTROL
 TR1955  ___________________________________________________________________
 TR1955* NAD 83(1991)-  48 34 26.64249(N)    122 44 20.67825(W)     ADJUSTED  
 TR1955* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 TR1955  ___________________________________________________________________
 TR1955  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 TR1955  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 TR1955
 TR1955  HORZ ORDER  -  SECOND
 TR1955
 TR1955.The horizontal coordinates were established by classical geodetic methods
 TR1955.and adjusted by the National Geodetic Survey in December 1991..
 TR1955
 TR1955.The orthometric height was scaled from a topographic map.
 TR1955
 TR1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1955
 TR1955.The geoid height was determined by GEOID03.
 TR1955
 TR1955;                    North         East     Units Scale Factor Converg.
 TR1955;SPC WA N     -   176,753.933   359,386.166   MT  0.99997394   -1 25 07.9
 TR1955;SPC WA N     -   579,900.20  1,179,086.11   sFT  0.99997394   -1 25 07.9
 TR1955;UTM  10      - 5,380,141.489   519,246.738   MT  0.99960455   +0 11 44.3
 TR1955
 TR1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1955!SPC WA N     -   1.00000089  x   0.99997394  =   0.99997483
 TR1955!UTM  10      -   1.00000089  x   0.99960455  =   0.99960544
 TR1955
 TR1955                          SUPERSEDED SURVEY CONTROL
 TR1955
 TR1955  NAD 83(1986)-  48 34 26.64468(N)    122 44 20.68135(W) AD(       ) 2
 TR1955  NAD 27      -  48 34 27.27500(N)    122 44 16.04800(W) AD(       ) 2
 TR1955
 TR1955.Superseded values are not recommended for survey control.
 TR1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1955.See file dsdata.txt to determine how the superseded data were derived.
 TR1955
 TR1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1924780141(NAD 83)
 TR1955
 TR1955  HISTORY     - Date     Condition        Report By
 TR1955  HISTORY     - 1939     MONUMENTED       CGS
 TR1955
 TR1955                          STATION DESCRIPTION
 TR1955
 TR1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 TR1955'SEE STATION BERRY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2078 ***********************************************************************
 TR2078  DESIGNATION -  BERRY RESET
 TR2078  PID         -  TR2078
 TR2078  STATE/COUNTY-  WA/SAN JUAN
 TR2078  USGS QUAD   -  SHAW ISLAND (1994)
 TR2078
 TR2078                         *CURRENT SURVEY CONTROL
 TR2078  ___________________________________________________________________
 TR2078* NAD 83(1991)-  48 34 17.24324(N)    122 54 33.58990(W)     ADJUSTED  
 TR2078* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 TR2078  ___________________________________________________________________
 TR2078  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 TR2078  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TR2078
 TR2078  HORZ ORDER  -  SECOND
 TR2078
 TR2078.The horizontal coordinates were established by classical geodetic methods
 TR2078.and adjusted by the National Geodetic Survey in December 1991..
 TR2078
 TR2078.The orthometric height was scaled from a topographic map.
 TR2078
 TR2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2078
 TR2078.The geoid height was determined by GEOID03.
 TR2078
 TR2078;                    North         East     Units Scale Factor Converg.
 TR2078;SPC WA N     -   176,788.687   346,819.255   MT  0.99997358   -1 32 44.2
 TR2078;SPC WA N     -   580,014.22  1,137,856.17   sFT  0.99997358   -1 32 44.2
 TR2078;UTM  10      - 5,379,822.377   506,688.502   MT  0.99960055   +0 04 04.7
 TR2078
 TR2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2078!SPC WA N     -   1.00000084  x   0.99997358  =   0.99997442
 TR2078!UTM  10      -   1.00000084  x   0.99960055  =   0.99960139
 TR2078
 TR2078|---------------------------------------------------------------------|
 TR2078| PID    Reference Object                     Distance      Geod. Az  |
 TR2078|                                                           dddmmss.s |
 TR2078| CF7581 BERRY RM 2                            9.555 METERS 02315     |
 TR2078| TR2118 TRIP                                APPROX. 2.4 KM 0382709.7 |
 TR2078| TR2061 SHAG ROCK BEACON                    APPROX. 3.4 KM 0482901.3 |
 TR2078| CF7580 BERRY RM 1                            5.782 METERS 31034     |
 TR2078|---------------------------------------------------------------------|
 TR2078
 TR2078                          SUPERSEDED SURVEY CONTROL
 TR2078
 TR2078  NAD 83(1986)-  48 34 17.24520(N)    122 54 33.59230(W) AD(       ) 2
 TR2078  NAD 27      -  48 34 17.88100(N)    122 54 28.96100(W) AD(       ) 2
 TR2078
 TR2078.Superseded values are not recommended for survey control.
 TR2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2078.See file dsdata.txt to determine how the superseded data were derived.
 TR2078
 TR2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0668979822(NAD 83)
 TR2078
 TR2078  HISTORY     - Date     Condition        Report By
 TR2078  HISTORY     - 1889     MONUMENTED       CGS
 TR2078  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2078  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR2078
 TR2078                          STATION DESCRIPTION
 TR2078
 TR2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (JJG)
 TR2078'STATION IS ON THE E SIDE OF SHAW ISLAND AT A POINT WHERE UPRIGHT
 TR2078'POINT IS IN LINE TO THE SLOPE OF BLAKELY MOUNTAIN, JUST BELOW
 TR2078'SIGNAL BLAKELY MOUNTAIN.  EAGLE CLIFF SHOWS OVER THE HEADLAND IN
 TR2078'PEAVINE PASS.
 TR2078'
 TR2078'STATION IS ON A BARE POINT OF ROCK, MOSTLY COVERED WITH A THIN
 TR2078'LAYER OF SOIL, ABOUT 15 FEET ABOVE TIDES, AND 4 PACES BACK FROM
 TR2078'HIGH-WATER MARK.
 TR2078'
 TR2078'A FIR 15 INCHES IN DIAMETER, BACK OF STATION, IS MARKED BY
 TR2078'BLAZE AND COMPOSITION NAIL, DISTANT 44 FEET 3 INCHES.
 TR2078'
 TR2078'STATION IS MARKED BY A 1/2-INCH HOLE 2 INCHES DEEP IN SOLID
 TR2078'ROCK.  ROCK WAS PARTLY BROKEN IN DRILLING.
 TR2078
 TR2078                          STATION RECOVERY (1940)
 TR2078
 TR2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2078'STATION IS ON THE NE SIDE OF SHAW ISLAND, ABOUT 3/4 MILE S OF
 TR2078'HANKIN POINT.  IT IS ON GRASSY BLUFF ABOUT 25 FEET HIGH.  A SMALL
 TR2078'INDENTATION IN THE SHORE LINE LIES ABOUT 300 METERS TO THE
 TR2078'SOUTHWARD.  STATION WAS RE-MARKED WITH STANDARD DISK STAMPED
 TR2078'BERRY, 1889-1940.  TWO REFERENCE MARKS, STANDARD DISKS, STAMPED
 TR2078'BERRY, 1889-1940, WERE ESTABLISHED.
 TR2078'
 TR2078'IN THE FILE OF DESCRIPTIONS FURNISHED BY THE WASHINGTON OFFICE,
 TR2078'THIS STATION WAS LISTED AS BENY, 1889.  HOWEVER, ACCORDING TO
 TR2078'THE COPY OF THE ORIGINAL PROGRESS SKETCH (J.J.GILBERT, 1889)
 TR2078'THE CORRECT NAME IS BERRY.  OBVIOUSLY, THE NAME WAS MISSPELLED IN
 TR2078'COPYING.  ACCORDINGLY, THE CORRECT NAME (BERRY) WAS STAMPED ON
 TR2078'THE NEW MARKS ESTABLISHED.
 TR2078
 TR2078                          STATION RECOVERY (1958)
 TR2078
 TR2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FN)
 TR2078'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2215 ***********************************************************************
 TR2215  DESIGNATION -  BERRY RESET
 TR2215  PID         -  TR2215
 TR2215  STATE/COUNTY-  WA/SAN JUAN
 TR2215  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2215
 TR2215                         *CURRENT SURVEY CONTROL
 TR2215  ___________________________________________________________________
 TR2215* NAD 83(1991)-  48 32 26.72330(N)    123 00 58.29701(W)     ADJUSTED  
 TR2215* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2215  ___________________________________________________________________
 TR2215  LAPLACE CORR-          -9.57  (seconds)                    DEFLEC99
 TR2215  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 TR2215
 TR2215  HORZ ORDER  -  THIRD
 TR2215
 TR2215.The horizontal coordinates were established by classical geodetic methods
 TR2215.and adjusted by the National Geodetic Survey in December 1991..
 TR2215
 TR2215.The orthometric height was scaled from a topographic map.
 TR2215
 TR2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2215
 TR2215.The geoid height was determined by GEOID03.
 TR2215
 TR2215;                    North         East     Units Scale Factor Converg.
 TR2215;SPC WA N     -   173,594.466   338,839.438   MT  0.99996948   -1 37 30.7
 TR2215;SPC WA N     -   569,534.51  1,111,675.72   sFT  0.99996948   -1 37 30.7
 TR2215;UTM  10      - 5,376,406.028   498,804.707   MT  0.99960002   -0 00 43.7
 TR2215
 TR2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2215!SPC WA N     -   1.00000300  x   0.99996948  =   0.99997248
 TR2215!UTM  10      -   1.00000300  x   0.99960002  =   0.99960302
 TR2215
 TR2215|---------------------------------------------------------------------|
 TR2215| PID    Reference Object                     Distance      Geod. Az  |
 TR2215|                                                           dddmmss.s |
 TR2215| CF7582 BERRY RM 1                                         00946     |
 TR2215| TR2219 FRIDAY RESET                        APPROX. 0.9 KM 0425329.7 |
 TR2215| CF7583 BERRY RM 2                                         23039     |
 TR2215|---------------------------------------------------------------------|
 TR2215
 TR2215                          SUPERSEDED SURVEY CONTROL
 TR2215
 TR2215  NAD 83(1986)-  48 32 26.72535(N)    123 00 58.29882(W) AD(       ) 3
 TR2215  NAD 27      -  48 32 27.37000(N)    123 00 53.65800(W) AD(       ) 3
 TR2215
 TR2215.Superseded values are not recommended for survey control.
 TR2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2215.See file dsdata.txt to determine how the superseded data were derived.
 TR2215
 TR2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9880576406(NAD 83)
 TR2215_MARKER: H = DRILL HOLE
 TR2215_SETTING: 66 = SET IN ROCK OUTCROP
 TR2215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2215+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 TR2215
 TR2215  HISTORY     - Date     Condition        Report By
 TR2215  HISTORY     - 1894     MONUMENTED       CGS
 TR2215  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2215  HISTORY     - 1950     GOOD             CGS
 TR2215  HISTORY     - 1953     GOOD             CGS
 TR2215  HISTORY     - 1983     GOOD             USPSQD
 TR2215  HISTORY     - 19950813 GOOD             USPSQD
 TR2215  HISTORY     - 20010802 GOOD             USPSQD
 TR2215  HISTORY     - 20050705 GOOD             USPSQD
 TR2215
 TR2215                          STATION DESCRIPTION
 TR2215
 TR2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2215'STATION IS AT N END OF FRIDAY HARBOR, AT POINT NE FROM DRY HOUSE.
 TR2215'FROM HERE ONE CAN SEE WELL INTO BIGHT TO THE NORTHWARD.  STATION
 TR2215'SWIFT IS SEEN OVER POINT AT SIGNAL FRIDAY.  SIGNAL IS 20 METERS BACK
 TR2215'OF TANGENT.  A SMALL FIR, ABOUT 25 METERS TO WESTWARD AND UP THE
 TR2215'BANK (NOT MARKED), IS NEARLY IN PROLONGATION OF LINE FROM SIGNAL
 TR2215'STRONG.  A SMALL CEDAR GROWS AT EDGE OF BANK 20 METERS TO THE
 TR2215'NORTHWARD.  SIGNAL IS ON FLAT SURFACE OF ROCK, 4 PACES BACK FROM
 TR2215'HIGH-WATER LINE, AND 6 FEET ABOVE TIDES.  STATION IS MARKED BY A
 TR2215'3/4-INCH HOLE, 2 INCHES DEEP, IN SOLID ROCK.
 TR2215
 TR2215                          STATION RECOVERY (1940)
 TR2215
 TR2215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2215'DRILL HOLE WAS RECOVERED AND RE-MARKED WITH STANDARD DISK STAMPED
 TR2215'BERRY 1894-1940.  THE REFERENCE MARKS WERE STAMPED THE SAME.  ALL
 TR2215'MARKS ARE IN LEDGE.
 TR2215'
 TR2215'ON THE POINT AT THE W SIDE OF THE W ENTRANCE TO FRIDAY HARBOR
 TR2215'DIRECTLY W OF BROWN ISLAND AND 0.3 NAUTICAL MILE FROM FRIDAY HARBOR
 TR2215'DOCKS.  THERE ARE BIGHTS TO THE N-AND-S.  THE NEXT POINT TO THE N IS
 TR2215'APPROXIMATELY IN RANGE WITH THE LEFT PART OF POINT GEORGE.  STATIONS
 TR2215'PICKLE AND BRUIN ARE ABOUT IN RANGE FROM THIS STATION.  STATION IS
 TR2215'3 METERS BACK FROM HIGH WATER AND 3 FEET ABOVE AND AT THE FOOT OF
 TR2215'THE SLOPE OF THE HILL.
 TR2215'
 TR2215'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN
 TR2215'OUTCROPPING BEDROCK, NO. 1 IS 4.600 METERS DISTANT FROM STATION,
 TR2215'NO. 2 IS 3.913 METERS DISTANT FROM STATION.
 TR2215
 TR2215                          STATION RECOVERY (1950)
 TR2215
 TR2215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2215'THE STATION AND BOTH REFERENCE MARKS WERE IN GOOD CONDITION.
 TR2215'
 TR2215'STATION IS ON THE E SIDE OF SAN JUAN ISLAND, ABOUT 650 METERS N OF
 TR2215'THE TOWN OF FRIDAY HARBOR, ON THE N-S TANGENT OF A ROUNDED
 TR2215'HEADLAND, AT THE BASE OF A ROCKY HILL, ON A FLAT ROCK SHELF, AND
 TR2215'3.8 METERS W OF THE HIGH-WATER LINE.
 TR2215'
 TR2215'STATION MARK IS A BRONZE STATION DISK STAMPED BERRY BERRY 1894 1940
 TR2215'SET IN A DRILL HOLE, FLUSH WITH THE SURFACE.
 TR2215'
 TR2215'R.M. 1 IS N OF THE STATION ON A ROCK SHELF, 3.3 METERS FROM THE
 TR2215'HIGH-WATER LINE.  IT IS A BRONZE REFERENCE DISK STAMPED BERRY 1894
 TR2215'1940 1 SET IN A DRILL HOLE, FLUSH WITH THE SURFACE.
 TR2215'
 TR2215'R.M. 2 IS SW OF THE IS SW OF THE STATION, 4.5 METERS FROM THE
 TR2215'HIGH-WATER LINE, ON A FLAT ROCK SHELF.  IT IS A BRONZE REFERENCE
 TR2215'DISK STAMPED BERRY 1894 1940 2 SET IN A DRILL HOLE FLUSH WITH THE
 TR2215'SURFACE.
 TR2215'
 TR2215'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2215
 TR2215                          STATION RECOVERY (1953)
 TR2215
 TR2215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR2215'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 TR2215'C.W.C. IN 1950 AND IN GOOD CONDITION.  THE DISTANCES TO THE
 TR2215'REFERENCE MARKS WERE VERIFIED.
 TR2215
 TR2215                          STATION RECOVERY (1983)
 TR2215
 TR2215'RECOVERY NOTE BY US POWER SQUADRON 1983 (DSS)
 TR2215'BERRY 1894 1940 RECOVERED GOOD.
 TR2215'
 TR2215'RM NO. 1 1894 1940 RECOVERED GOOD.
 TR2215'
 TR2215'RM NO. 2 1894 1940 RECOVERED GOOD.
 TR2215'
 TR2215'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED BY C.W.C.
 TR2215'IN 1950.
 TR2215
 TR2215                          STATION RECOVERY (1995)
 TR2215
 TR2215'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR2215'RECOVERED IN GOOD CONDITION.
 TR2215
 TR2215                          STATION RECOVERY (2001)
 TR2215
 TR2215'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 TR2215'STATION, RM1 AND RM2 FOUND GOOD AS DESCRIBED.
 TR2215
 TR2215                          STATION RECOVERY (2005)
 TR2215
 TR2215'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 TR2215'STATION AND RM 1 AND 2 FOUND GOOD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3698 ***********************************************************************
 SY3698  DESIGNATION -  BERT
 SY3698  PID         -  SY3698
 SY3698  STATE/COUNTY-  WA/KING
 SY3698  USGS QUAD   -  AUBURN (1994)
 SY3698
 SY3698                         *CURRENT SURVEY CONTROL
 SY3698  ___________________________________________________________________
 SY3698* NAD 83(1991)-  47 30 11.79594(N)    122 10 24.55591(W)     ADJUSTED  
 SY3698* NAVD 88     -       133.0    (meters)     436.     (feet)  VERTCON   
 SY3698  ___________________________________________________________________
 SY3698  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 SY3698  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 SY3698
 SY3698  HORZ ORDER  -  FIRST
 SY3698
 SY3698.The horizontal coordinates were established by classical geodetic methods
 SY3698.and adjusted by the National Geodetic Survey in December 1991..
 SY3698
 SY3698.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3698
 SY3698.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3698
 SY3698.The geoid height was determined by GEOID03.
 SY3698
 SY3698;                    North         East     Units Scale Factor Converg.
 SY3698;SPC WA N     -    56,834.550   399,039.432   MT  0.99999939   -0 59 52.0
 SY3698;SPC WA N     -   186,464.69  1,309,181.87   sFT  0.99999939   -0 59 52.0
 SY3698;UTM  10      - 5,261,424.910   562,243.414   MT  0.99964761   +0 36 33.9
 SY3698
 SY3698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3698!SPC WA N     -   0.99998278  x   0.99999939  =   0.99998217
 SY3698!UTM  10      -   0.99998278  x   0.99964761  =   0.99963039
 SY3698
 SY3698|---------------------------------------------------------------------|
 SY3698| PID    Reference Object                     Distance      Geod. Az  |
 SY3698|                                                           dddmmss.s |
 SY3698| CF7169 BERT RM 1                            25.834 METERS 09447     |
 SY3698| SY2137 NABER                               APPROX. 3.5 KM 1165203.7 |
 SY3698| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 5.3 KM 2520857.2 |
 SY3698| CF7170 BERT RM 2                            35.696 METERS 32823     |
 SY3698| SY3699 RENTON DIST 90 TANK NO 3             46.192 METERS 32945     |
 SY3698|---------------------------------------------------------------------|
 SY3698
 SY3698                          SUPERSEDED SURVEY CONTROL
 SY3698
 SY3698  NAD 83(1986)-  47 30 11.78815(N)    122 10 24.56412(W) AD(       ) 1
 SY3698  NAD 27      -  47 30 12.42877(N)    122 10 20.12951(W) AD(       ) 1
 SY3698  NGVD 29 (07/19/86)  131.9    (m)          433.     (f) VERT ANG       
 SY3698
 SY3698.Superseded values are not recommended for survey control.
 SY3698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3698.See file dsdata.txt to determine how the superseded data were derived.
 SY3698
 SY3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6224361425(NAD 83)
 SY3698_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3698
 SY3698  HISTORY     - Date     Condition        Report By
 SY3698  HISTORY     - 1973     MONUMENTED       NGS
 SY3698
 SY3698                          STATION DESCRIPTION
 SY3698
 SY3698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3698'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO A RESERVOIR ON LINE.
 SY3698'
 SY3698'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF THE JUNCTION
 SY3698'OF INTERSTATE HIGHWAY 90 AND 405, 3 MILES SOUTHEAST OF THE SOUTHEAST
 SY3698'END OF MERCER ISLAND AND IN THE NORTHEAST PART OF RENTON.  IT IS ON
 SY3698'THE CITY OF RENTON PROPERTY, INSIDE A FENCED IN AREA WHICH
 SY3698'CONTAINS A WATER TANK AND TWO LARGE RESERVOIRS.  MR. BERT H. MC
 SY3698'HENRY, ASSISTANT CITY ENGINEER.  MUNICIPAL BUILDING, 200
 SY3698'MILL AVENUE SOUTH, RENTON, GAVE PERMISSION FOR THE STATION.
 SY3698'THE KEY FOR THE LOCKED GATE WAS OBTAINED FROM MR. ROBERT W.
 SY3698'PUHICH, UTILITIES SUPPLY, TELEPHONE NUMBER 235-2646.  THE
 SY3698'STATION IS IN THE SE 1/4 SEC 4, T 23 N, R 5 E.
 SY3698'
 SY3698'TO REACH THE STATION FROM THE JUNCTION OF SUNSET BOULEVARD NE
 SY3698'AND N 3RD ST IN THE EAST PART OF RENTON, GO NORTH ON SUNSET
 SY3698'BOULEVARD NE FOR 0.3 MILE TO WHERE IT PASSES UNDER INTERSTATE
 SY3698'HIGHWAY 405.  CONTINUE NORTHEAST ON SUNSET BOULEVARD NE FOR 0.95
 SY3698'MILE TO A T-ROAD.  TURN RIGHT AND CONTINUE NORTHEAST ON SUNSET
 SY3698'BOULEVARD NE FOR 0.7 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 SY3698'GO EAST ON NE 12 ST FOR 0.2 MILE TO THE TOP OF A HILL AND A
 SY3698'LOCKED GATE OF AN ENCLOSURE AND THE STATION INSIDE.
 SY3698'
 SY3698'THE STATION MARK IS A STANDARD DISK STAMPED BERT 1973.  IT IS
 SY3698'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SY3698'IS FLUSH WITH THE GROUND SURFACE.  IT IS 118.2 FEET EAST OF A
 SY3698'FENCE, 42.7 FEET NORTH OF A FENCE, 41.7 FEET WEST-NORTHWEST OF
 SY3698'THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING, AND 29.5 FEET
 SY3698'SOUTHWEST OF THE EDGE OF A COVERED RESERVOIR.  THE UNDERGROUND
 SY3698'MARK IS SET 40 INCHES BELOW THE GROUND SURFACE.
 SY3698'
 SY3698'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BERT NO 1 1973.  IT
 SY3698'IS CEMENTED IN A DRILL HOLE IN A SIDEWALK JUST SOUTH OF THE COVERED
 SY3698'RESERVOIR.  IT IS 36.9 FEET NORTH OF THE FENCE, 18.8 FEET SOUTH OF
 SY3698'THE EDGE OF THE RESERVOIR AND 2.0 FEET NORTHEAST OF THE NORTHEAST
 SY3698'CORNER OF A WOODEN BUILDING.
 SY3698'
 SY3698'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BERT NO 2 1973.  IT
 SY3698'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE SOUTHERNMOST
 SY3698'LEG OF THE WATER TANK.  IT IS 145.0 FEET NORTH OF THE FENCE AND
 SY3698'56.5 FEET EAST OF THE FENCE.
 SY3698'
 SY3698'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1385 ***********************************************************************
 TR1385  DESIGNATION -  BERT 1939
 TR1385  PID         -  TR1385
 TR1385  STATE/COUNTY-  WA/ISLAND
 TR1385  USGS QUAD   -  OAK HARBOR (1973)
 TR1385
 TR1385                         *CURRENT SURVEY CONTROL
 TR1385  ___________________________________________________________________
 TR1385* NAD 83(1991)-  48 22 07.60808(N)    122 39 58.02539(W)     ADJUSTED  
 TR1385* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1385  ___________________________________________________________________
 TR1385  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 TR1385  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 TR1385
 TR1385  HORZ ORDER  -  THIRD
 TR1385
 TR1385.The horizontal coordinates were established by classical geodetic methods
 TR1385.and adjusted by the National Geodetic Survey in December 1991..
 TR1385
 TR1385.The orthometric height was scaled from a topographic map.
 TR1385
 TR1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1385
 TR1385.The geoid height was determined by GEOID03.
 TR1385
 TR1385;                    North         East     Units Scale Factor Converg.
 TR1385;SPC WA N     -   153,802.674   364,224.769   MT  0.99995183   -1 21 52.4
 TR1385;SPC WA N     -   504,600.94  1,194,960.76   sFT  0.99995183   -1 21 52.4
 TR1385;UTM  10      - 5,357,343.766   524,728.046   MT  0.99960751   +0 14 58.4
 TR1385
 TR1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1385!SPC WA N     -   1.00000313  x   0.99995183  =   0.99995496
 TR1385!UTM  10      -   1.00000313  x   0.99960751  =   0.99961064
 TR1385
 TR1385                          SUPERSEDED SURVEY CONTROL
 TR1385
 TR1385  NAD 83(1986)-  48 22 07.60965(N)    122 39 58.02936(W) AD(       ) 3
 TR1385  NAD 27      -  48 22 08.24500(N)    122 39 53.40900(W) AD(       ) 3
 TR1385
 TR1385.Superseded values are not recommended for survey control.
 TR1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1385.See file dsdata.txt to determine how the superseded data were derived.
 TR1385
 TR1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2472857344(NAD 83)
 TR1385_MARKER: Z = SEE DESCRIPTION
 TR1385_SETTING: 0 = UNSPECIFIED SETTING
 TR1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1385
 TR1385  HISTORY     - Date     Condition        Report By
 TR1385  HISTORY     - 1939     MONUMENTED       CGS
 TR1385  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1385  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR1385
 TR1385                          STATION DESCRIPTION
 TR1385
 TR1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR1385'STATION IS LOCATED ON A SANDY POINT, ON THE W SIDE OF WHIDBEY
 TR1385'ISLAND, ABOUT 2.2 MILES S OF DECEPTION ISLAND, ABOUT 150 YARDS
 TR1385'S OF A LARGE UNPAINTED SHED.  ABOUT 85 YARDS N OF A SMALL
 TR1385'UNPAINTED SHED (STANDING NEAR A 2-FOOT DEAD PINE TREE), ABOUT
 TR1385'50 YARDS W OF EDGE OF WOODS, ABOUT 30 YARDS E OF HIGH-WATER
 TR1385'LINE, ON THE TOP OF A SLIGHT RISE.
 TR1385'
 TR1385'ALL MARKS ARE STANDARD DISKS CEMENTED INTO THE BELL END OF 4-INCH
 TR1385'CAST IRON SOIL PIPE.  MARKS STAMPED BERT-1939.
 TR1385'
 TR1385'REFERENCE MARK NO.1, IS ABOUT 3 FEET LOWER IN ELEVATION THAN
 TR1385'STATION.
 TR1385'
 TR1385'REFERENCE MARK NO.2, IS ABOUT 1 FOOT LOWER THAN STATION.
 TR1385
 TR1385                          STATION RECOVERY (1960)
 TR1385
 TR1385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1385'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1385'CONDITION.
 TR1385'
 TR1385'IT IS A STANDARD STATION MARK DISK STAMPED BERT 1939 SET IN
 TR1385'THE BELL END OF A CONCRETE FILLED SOIL PIPE WHICH PROJECT 2
 TR1385'INCHES AND IS 1.8 FEET NORTHWEST OF A 4X4 INCH WITNESS POST
 TR1385'WHICH PROJECTS 7 FEET.
 TR1385'
 TR1385'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED BERT RM 1
 TR1385'1939 SET IN TOP OF A CONCRETE FILLED SOIL PIPE AND PROJECTS 2
 TR1385'INCHES.
 TR1385'
 TR1385'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED BERT RM
 TR1385'2 1939 SET IN TOP OF A CONCRETE FILLED SOIL PIPE AND PROJECTS
 TR1385'2 INCHES.
 TR1385'
 TR1385'TO REACH THE STATION FROM THE SOUTH END OF THE HIGHWAY BRIDGE
 TR1385'OVER DECEPTION PASS, GO 2.6 MILES SOUTHERLY ALONG STATE HIGHWAY
 TR1385'1 D TO ROAD ON RIGHT.  TURN RIGHT AND GO 0.2 MILE TO A RIGHT
 TR1385'TURN IN THE ROAD.  CONTINUE STRAIGHT ON GRAVEL DRIVE FOR 0.3
 TR1385'MILE WEST AND NORTH TO ROAD ON LEFT, TURN LEFT FOR ABOUT 0.1
 TR1385'MILE TO END OF TRUCK TRAVEL.  PACK SOUTH ABOUT 0.1 MILE TO
 TR1385'STATION.
 TR1385
 TR1385                          STATION RECOVERY (1967)
 TR1385
 TR1385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR1385'AN EMPLOYEE OF THE PUBLIC WORKS, ENGINEERING DEPARTMENT, WHIDBEY
 TR1385'ISLAND NAVAL AIR STATION REPORTED THE STATION MARK HAD BEEN WASHED
 TR1385'OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0438 ***********************************************************************
 SD0438  DESIGNATION -  BERT 1940
 SD0438  PID         -  SD0438
 SD0438  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0438  USGS QUAD   -  GRAYLAND (1994)
 SD0438
 SD0438                         *CURRENT SURVEY CONTROL
 SD0438  ___________________________________________________________________
 SD0438* NAD 83(1991)-  46 50 38.72518(N)    124 04 08.45740(W)     ADJUSTED  
 SD0438* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SD0438  ___________________________________________________________________
 SD0438  LAPLACE CORR-          14.25  (seconds)                    DEFLEC99
 SD0438  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 SD0438
 SD0438  HORZ ORDER  -  SECOND
 SD0438
 SD0438.The horizontal coordinates were established by classical geodetic methods
 SD0438.and adjusted by the National Geodetic Survey in December 1991..
 SD0438
 SD0438.The orthometric height was scaled from a topographic map.
 SD0438
 SD0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0438
 SD0438.The geoid height was determined by GEOID03.
 SD0438
 SD0438;                    North         East     Units Scale Factor Converg.
 SD0438;SPC WA S     -   174,079.471   227,879.675   MT  0.99992480   -2 35 33.1
 SD0438;SPC WA S     -   571,125.73    747,635.23   sFT  0.99992480   -2 35 33.1
 SD0438;UTM  10      - 5,188,393.399   418,491.631   MT  0.99968166   -0 46 47.6
 SD0438
 SD0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0438!SPC WA S     -   1.00000349  x   0.99992480  =   0.99992829
 SD0438!UTM  10      -   1.00000349  x   0.99968166  =   0.99968515
 SD0438
 SD0438:                Primary Azimuth Mark                     Grid Az
 SD0438:SPC WA S     -  GUNVILLE                                 353 26 51.5
 SD0438:UTM  10      -  GUNVILLE                                 351 38 06.0
 SD0438
 SD0438|---------------------------------------------------------------------|
 SD0438| PID    Reference Object                     Distance      Geod. Az  |
 SD0438|                                                           dddmmss.s |
 SD0438| SD0020 GUNVILLE                            APPROX. 2.0 KM 3505118.4 |
 SD0438|---------------------------------------------------------------------|
 SD0438
 SD0438                          SUPERSEDED SURVEY CONTROL
 SD0438
 SD0438  NAD 83(1986)-  46 50 38.71786(N)    124 04 08.45245(W) AD(       ) 2
 SD0438  NAD 27      -  46 50 39.38500(N)    124 04 03.83700(W) AD(       ) 2
 SD0438
 SD0438.Superseded values are not recommended for survey control.
 SD0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0438.See file dsdata.txt to determine how the superseded data were derived.
 SD0438
 SD0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1849288393(NAD 83)
 SD0438_MARKER: Z = SEE DESCRIPTION
 SD0438_SETTING: 0 = UNSPECIFIED SETTING
 SD0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0438
 SD0438  HISTORY     - Date     Condition        Report By
 SD0438  HISTORY     - 1940     MONUMENTED       CGS
 SD0438  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SD0438  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SD0438
 SD0438                          STATION DESCRIPTION
 SD0438
 SD0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (GLB)
 SD0438'ABOUT 1.2 NAUTICAL MILES S BY WATER FROM THE PILCHARD PLANT AT
 SD0438'BAY CITY.  THE STATION MARK AND THE TWO REFERENCE MARKS ARE STANDARD
 SD0438'STATION AND REFERENCE MARK DISKS SET IN THE TOP OF 4-INCH
 SD0438'CONCRETE-FILLED IRON PIPE WHICH PROJECTS ABOUT 18 INCHES.  THE
 SD0438'STATION IS 0.25 NAUTICAL MILE NE OF A DIKE, 56 FEET SW OF A POINT
 SD0438'OF MEAN HIGH-WATER LINE, 18 FEET E OF THE S END OF A SMALL INLET
 SD0438'AND 29 FEET W OF MEAN HIGH-WATER LINE.  THE TABLET IS STAMPED
 SD0438'BERT 1940.
 SD0438'
 SD0438'REFERENCE MARK NO.1 IS S OF THE STATION AND STAMPED BERT NO.1 1940.
 SD0438'
 SD0438'REFERENCE MARK NO.2 IS W OF THE STATION AND STAMPED BERT NO.2 1940.
 SD0438'
 SD0438'A CEDAR POST TO AID IN FINDING THE STATION WAS PLACED 2-1/2 FEET
 SD0438'NE AND PROJECTS ABOUT 2 FEET.  THE GROUND AT THE STATION IS 1
 SD0438'FOOT ABOVE MEAN HIGH WATER.
 SD0438'
 SD0438'THE STATION CAN BE REACHED ON FOOT FROM LAIDLOW BY FOLLOWING DIKES
 SD0438'AROUND TO A POINT 200 METERS SE OF DIKE 1940 THEN ACROSS MARSH
 SD0438'NE TO THE STATION.
 SD0438'
 SD0438'NOTE--DISTANCES AND DIRECTIONS TO REFERENCE MARKS TO BE OBTAINED
 SD0438'FROM TRIANGULATION VOLUME.
 SD0438'
 SD0438'A 4-FOOT STAND WILL CLEAR ALL LINES.
 SD0438
 SD0438                          STATION RECOVERY (1952)
 SD0438
 SD0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SD0438'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SD0438'CONDITION.
 SD0438'
 SD0438'ABOUT 1-1/4 MILES SOUTH OF THE HIGHWAY BRIDGE AT BAY CITY, AT
 SD0438'THE SOUTH END OF SOUTH BAY, ABOUT 1/4 MILE NORTHEAST OF A DIKE
 SD0438'EXTENDING SOUTH FROM LAIDLAW ISLAND, 56 FEET SOUTHWEST OF A POINT
 SD0438'OF THE HIGH WATER LINE, 18 FEET EAST OF A SMALL INLET, AND 29 FEET
 SD0438'WEST OF THE HIGH WATER LINE.  A STANDARD DISK STAMPED BERT 1940
 SD0438'SET IN TOP OF AN IRON PIPE FILLED WITH CONCRETE AND PROJECTING
 SD0438'18 INCHES.
 SD0438'
 SD0438'R. M. NO. 1 IS 25.80 METERS SOUTH OF THE STATION.  A STANDARD
 SD0438'DISK STAMPED BERT NO 1 1940.
 SD0438'
 SD0438'R. M. NO. 2 IS 20.91 METERS WEST OF THE STATION.  A STANDARD
 SD0438'DISK STAMPED BERT NO 2 1940.
 SD0438'
 SD0438'REFERENCE MARKS ARE STANDARD DISKS SET IN TOP OF IRON PIPES
 SD0438'FILLED WITH CONCRETE AND PROJECTING 18 INCHES.
 SD0438'
 SD0438'DIRECTIONS TO THE REFERENCE MARKS WERE NOT OBSERVED.
 SD0438
 SD0438                          STATION RECOVERY (1955)
 SD0438
 SD0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HGC)
 SD0438'STATION RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION BY
 SD0438'C. W. CLARK, 1952, IS ADEQUATE.  STATION IS EASIER FOUND BY
 SD0438'FOLLOWING TOPOGRAPHY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI3610 ***********************************************************************
 AI3610  DESIGNATION -  BERTH HAVEN
 AI3610  PID         -  AI3610
 AI3610  STATE/COUNTY-  WA/KING
 AI3610  USGS QUAD   -  
 AI3610
 AI3610                         *CURRENT SURVEY CONTROL
 AI3610  ___________________________________________________________________
 AI3610* NAD 83(1991)-  47 41 12.23410(N)    122 15 12.14299(W)     ADJUSTED  
 AI3610* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 AI3610  ___________________________________________________________________
 AI3610  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AI3610  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AI3610
 AI3610  HORZ ORDER  -  THIRD
 AI3610
 AI3610.The horizontal coordinates were established by classical geodetic methods
 AI3610.and adjusted by the National Geodetic Survey in November 1999..
 AI3610
 AI3610.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3610
 AI3610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3610
 AI3610.The geoid height was determined by GEOID03.
 AI3610
 AI3610;                    North         East     Units Scale Factor Converg.
 AI3610;SPC WA N     -    77,335.658   393,398.282   MT  0.99997041   -1 03 26.1
 AI3610;SPC WA N     -   253,725.40  1,290,674.20   sFT  0.99997041   -1 03 26.1
 AI3610;UTM  10      - 5,281,752.678   556,031.208   MT  0.99963858   +0 33 07.7
 AI3610
 AI3610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3610!SPC WA N     -   1.00000249  x   0.99997041  =   0.99997290
 AI3610!UTM  10      -   1.00000249  x   0.99963858  =   0.99964107
 AI3610
 AI3610                          SUPERSEDED SURVEY CONTROL
 AI3610
 AI3610  NGVD 29 (11/30/99)    6.8    (m)           22.     (f) VERT ANG       
 AI3610
 AI3610.Superseded values are not recommended for survey control.
 AI3610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3610.See file dsdata.txt to determine how the superseded data were derived.
 AI3610
 AI3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5603181753(NAD 83)
 AI3610_MARKER: DD = SURVEY DISK
 AI3610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3610_STAMPING: BERTH HAVEN 1988
 AI3610_MARK LOGO: NOS   
 AI3610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3610+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 AI3610
 AI3610  HISTORY     - Date     Condition        Report By
 AI3610  HISTORY     - 1988     MONUMENTED       NOS
 AI3610  HISTORY     - 19910109 GOOD             NOS
 AI3610
 AI3610                          STATION DESCRIPTION
 AI3610
 AI3610'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (JGF)
 AI3610'THE STATION IS LOCATED AT THE NOAA FACILITY ON THE WEST SIDE OF LAKE
 AI3610'WASHINGTON AT 7600 SAND POINT WAY NE. TO REACH THE STATION FROM THE
 AI3610'MAIN NOAA GATE GO EAST 0.23 MILE, THEN TURN LEFT ONTO THE SERVICE ROAD
 AI3610'JUST EAST OF BUILDING 8. FOLLOW THE SERVICE ROAD TO THE EAST SIDE OF
 AI3610'BUILDING 3, AND PARK VEHICLE. WALK NORTH TOWARDS LAKE WASHINGTON UNTIL
 AI3610'YOU REACH GRAVEL FOOT PATH. CONTINUE EAST UNTIL YOU REACH 13 24 X 1 X
 AI3610'1 FT CONCRETE STRUCTURES. THE STATION IS 4 FT. WEST OF THE WESTERN
 AI3610'MOST CONCRETE STRUCTURE. THE STATION IS A STANDARD BRASS DISK STAMPED
 AI3610'BERTH HAVEN 1988 CEMENTED IN A ROUND CONCRETE MONUMENT.
 AI3610
 AI3610                          STATION RECOVERY (1991)
 AI3610
 AI3610'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991 (JGF)
 AI3610'RECOVERED AS DESCRIBED. STATION RECOVERED BY RJT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4030 ***********************************************************************
 SY4030  DESIGNATION -  BERTONA
 SY4030  PID         -  SY4030
 SY4030  STATE/COUNTY-  WA/KING
 SY4030  USGS QUAD   -  
 SY4030
 SY4030                         *CURRENT SURVEY CONTROL
 SY4030  ___________________________________________________________________
 SY4030* NAD 83(1991)-  47 39 01.55672(N)    122 22 30.00364(W)     ADJUSTED  
 SY4030* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 SY4030  ___________________________________________________________________
 SY4030  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 SY4030  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SY4030
 SY4030  HORZ ORDER  -  SECOND
 SY4030
 SY4030.The horizontal coordinates were established by classical geodetic methods
 SY4030.and adjusted by the National Geodetic Survey in December 1991..
 SY4030
 SY4030.The orthometric height was scaled from a topographic map.
 SY4030
 SY4030.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4030
 SY4030.The geoid height was determined by GEOID03.
 SY4030
 SY4030;                    North         East     Units Scale Factor Converg.
 SY4030;SPC WA N     -    73,476.380   384,188.058   MT  0.99997534   -1 08 52.1
 SY4030;SPC WA N     -   241,063.76  1,260,456.99   sFT  0.99997534   -1 08 52.1
 SY4030;UTM  10      - 5,277,637.626   546,936.112   MT  0.99962707   +0 27 42.9
 SY4030
 SY4030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4030!SPC WA N     -   0.99999727  x   0.99997534  =   0.99997261
 SY4030!UTM  10      -   0.99999727  x   0.99962707  =   0.99962434
 SY4030
 SY4030|---------------------------------------------------------------------|
 SY4030| PID    Reference Object                     Distance      Geod. Az  |
 SY4030|                                                           dddmmss.s |
 SY4030| CF7171 BERTONA RM 1                         24.354 METERS 04914     |
 SY4030| CF7172 BERTONA RM 2                         19.425 METERS 09014     |
 SY4030| SY4031 GILMAN                              APPROX. 1.0 KM 1792804.2 |
 SY4030| SY4825 SEATTLE MAGNOLIA SCHOOL STACK       APPROX. 1.7 KM 2300946.6 |
 SY4030| SY4729 GREAT NORTHERN RR ROUNDHSE STK      APPROX. 0.5 KM 3005859.0 |
 SY4030| SY4721 MILL BRICK STACK MALTESE CROSS      APPROX. 1.3 KM 3430339.6 |
 SY4030| SY4675 SEATTLE HALIBUT OIL COMPANY BRICK S APPROX. 1.2 KM 3540837.8 |
 SY4030|---------------------------------------------------------------------|
 SY4030
 SY4030                          SUPERSEDED SURVEY CONTROL
 SY4030
 SY4030  NAD 83(1986)-  47 39 01.55046(N)    122 22 30.00872(W) AD(       ) 2
 SY4030  NAD 27      -  47 39 02.19800(N)    122 22 25.55300(W) AD(       ) 2
 SY4030
 SY4030.Superseded values are not recommended for survey control.
 SY4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4030.See file dsdata.txt to determine how the superseded data were derived.
 SY4030
 SY4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4693677638(NAD 83)
 SY4030_MARKER: Z = SEE DESCRIPTION
 SY4030_SETTING: 0 = UNSPECIFIED SETTING
 SY4030
 SY4030  HISTORY     - Date     Condition        Report By
 SY4030  HISTORY     - 1934     MONUMENTED       WAGS
 SY4030  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4030  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4030
 SY4030                          STATION DESCRIPTION
 SY4030
 SY4030'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1934
 SY4030'STATION IS NEAR THE N LINE OF BERTONA STREET, ABOUT 10 METERS N OF
 SY4030'THE INTERSECTION OF W BERTONA STREET AND FOURTEENTH AVENUE W, IN
 SY4030'THE PARKING STRIP ON THE W SIDE OF FOURTEENTH AVENUE W, ON THE EDGE
 SY4030'OF THE BLUFF OVERLOOKING FIFTEENTH AVENUE W.  AN OLD FLIGHT OF
 SY4030'WOODEN STEPS LEADS FROM FOURTEENTH AVENUE W TO FIFTEENTH AVENUE W,
 SY4030'ABOUT WHERE THE STATION IS LOCATED.
 SY4030'
 SY4030'STATION MARK IS A STANDARD BRONZE DISK SET IN A LARGE CONCRETE
 SY4030'MONUMENT SUNK FLUSH WITH THE GROUND ABOUT 2 FEET E OF AN OLD WOODEN
 SY4030'SIDEWALK WHICH RUNS N AND S.
 SY4030'
 SY4030'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN THE VERTICAL FACE OF A
 SY4030'CONCRETE RETAINING WALL.  THE LINE OF SIGHT FROM THE STATION IS
 SY4030'TANGENT TO THE WALL WHICH IS ON THE S SIDE OF THE LOT AT THE NE
 SY4030'CORNER OF THE STREET INTERSECTION.
 SY4030'
 SY4030'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A ROCK, PART OF THE
 SY4030'VERTICAL FACE OF A ROCK WALL OF THE SECOND HOUSE FROM THE CORNER N
 SY4030'OF BERTONA STREET ON THE E SIDE OF FOURTEENTH AVENUE W, AND IS JUST S
 SY4030'OF THE STEPS LEADING TO THAT HOUSE.
 SY4030
 SY4030                          STATION RECOVERY (1952)
 SY4030
 SY4030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4030'STATION WAS DESTROYED IN THE CONSTRUCTION OF SIDEWALK.  RECOVERED
 SY4030'REFERENCE MARKS.  STATION PREVIOUSLY SITUATED ON THE W SIDE OF
 SY4030'FOURTEENTH AVENUE W AT THE INTERSECTION WITH W BERTONA STREET.
 SY4030'
 SY4030'REFERENCE MARK 1 IS IN A ROCK OF THE RETAINING WALL FRONTING 3410
 SY4030'FOURTEENTH AVENUE W, 4 FEET S OF THE STEPS LEADING TO THE HOUSE,
 SY4030'ABOUT 2 FEET ABOVE THE LEVEL OF THE SIDEWALK, AND IT LIES AT A
 SY4030'SLANT OF 45 DEGREES.
 SY4030'
 SY4030'REFERENCE MARK 2 IS A VERTICAL MARK SET IN THE FOOT OF A POST AT THE
 SY4030'S SIDE OF THE STEPS LEADING TO 3402 FOURTEENTH AVENUE W, THE POST
 SY4030'BEING A PART OF THE RETAINING WALL ALONG THE S SIDE OF THE
 SY4030'PROPERTY.
 SY4030'
 SY4030'MEASURED OUT THE LOCATION OF THE STATION MARK FROM THE REFERENCE
 SY4030'MARKS, PLACING SAME AT W EDGE OF NEW SIDEWALK, ITS ORIGINAL
 SY4030'LOCATION INDICATED BY ONE GRAVEL FILLING OF THE HOLE FROM WHICH
 SY4030'TAKEN, IN THE OTHERWISE SOIL GROUND.
 SY4030
 SY4030                          STATION RECOVERY (2001)
 SY4030
 SY4030'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 SY4030' 
 SY4030' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2897 ***********************************************************************
 RD2897  DESIGNATION -  BET
 RD2897  PID         -  RD2897
 RD2897  STATE/COUNTY-  WA/CLARK
 RD2897  USGS QUAD   -  MOUNT TABOR (1990)
 RD2897
 RD2897                         *CURRENT SURVEY CONTROL
 RD2897  ___________________________________________________________________
 RD2897* NAD 83(1991)-  45 36 09.95192(N)    122 34 04.03899(W)     ADJUSTED  
 RD2897* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 RD2897  ___________________________________________________________________
 RD2897  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 RD2897  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 RD2897
 RD2897  HORZ ORDER  -  THIRD
 RD2897
 RD2897.The horizontal coordinates were established by classical geodetic methods
 RD2897.and adjusted by the National Geodetic Survey in December 1991..
 RD2897
 RD2897.The orthometric height was scaled from a topographic map.
 RD2897
 RD2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2897
 RD2897.The geoid height was determined by GEOID03.
 RD2897
 RD2897;                    North         East     Units Scale Factor Converg.
 RD2897;SPC WA S     -    32,062.467   338,688.669   MT  1.00006022   -1 30 07.3
 RD2897;SPC WA S     -   105,191.61  1,111,181.07   sFT  1.00006022   -1 30 07.3
 RD2897;SPC OR N     -   217,209.048 2,338,709.898   MT  0.99992325   -1 27 59.2
 RD2897;SPC OR N     -   712,628.11  7,672,932.74   iFT  0.99992325   -1 27 59.2
 RD2897;UTM  10      - 5,050,004.272   533,705.805   MT  0.99961397   +0 18 31.8
 RD2897
 RD2897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2897!SPC WA S     -   1.00000167  x   1.00006022  =   1.00006189
 RD2897!SPC OR N     -   1.00000167  x   0.99992325  =   0.99992492
 RD2897!UTM  10      -   1.00000167  x   0.99961397  =   0.99961564
 RD2897
 RD2897:                Primary Azimuth Mark                     Grid Az
 RD2897:SPC WA S     -  CAN                                      111 20 23.9
 RD2897:SPC OR N     -  CAN                                      111 18 15.8
 RD2897:UTM  10      -  CAN                                      109 31 44.8
 RD2897
 RD2897|---------------------------------------------------------------------|
 RD2897| PID    Reference Object                     Distance      Geod. Az  |
 RD2897|                                                           dddmmss.s |
 RD2897| RD2869 CAN                                 APPROX. 0.8 KM 1095016.6 |
 RD2897|---------------------------------------------------------------------|
 RD2897
 RD2897                          SUPERSEDED SURVEY CONTROL
 RD2897
 RD2897  NAD 83(1991)-  45 36 09.95192(N)    122 34 04.03899(W) AD(       ) 3
 RD2897  NAD 83(1986)-  45 36 09.96909(N)    122 34 04.04216(W) AD(       ) 3
 RD2897  NAD 27      -  45 36 10.54600(N)    122 33 59.70200(W) AD(       ) 3
 RD2897
 RD2897.Superseded values are not recommended for survey control.
 RD2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2897.See file dsdata.txt to determine how the superseded data were derived.
 RD2897
 RD2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3370650004(NAD 83)
 RD2897_MARKER: I = METAL ROD
 RD2897_SETTING: 0 = UNSPECIFIED SETTING
 RD2897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD2897
 RD2897  HISTORY     - Date     Condition        Report By
 RD2897  HISTORY     - 1938     MONUMENTED       USE
 RD2897  HISTORY     - 1945     GOOD             CGS
 RD2897  HISTORY     - 1948     GOOD             CGS
 RD2897  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 RD2897
 RD2897                          STATION DESCRIPTION
 RD2897
 RD2897'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD2897'STATION IS ABOUT 5 MILES UPSTREAM FROM THE VANCOUVER BRIDGE AND ON
 RD2897'THE N BANK OF THE COLUMBIA RIVER, 1/2 MILE DOWNSTREAM FROM THE
 RD2897'ELLSWORTH CANNERY.  IT IS SET BETWEEN THE LIP OF THE MAIN BANK AND
 RD2897'THE WATER LINE OF THE RIVER.
 RD2897
 RD2897                          STATION RECOVERY (1945)
 RD2897
 RD2897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2897'STATION WAS RECOVERED AS DESCRIBED BY W.M.S. IN 1938.  THE STATION IS
 RD2897'ABOUT 1 METER N OF THE EDGE OF A ROCKY BANK AND MAY BE WASHED OUT AT
 RD2897'EXTREME HIGH WATER.  STATION IS MARKED BETT USE 1935.
 RD2897'
 RD2897'THIS STATION IS BEST REACHED BY BOAT.
 RD2897
 RD2897                          STATION RECOVERY (1948)
 RD2897
 RD2897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RD2897'ORIGINAL DESCRIPTION ADEQUATE.  THE STATION IS ON A NARROW SHELF
 RD2897'ABOUT 5 FEET BELOW THE TOP OF THE BANK.  THE BANK IS WASHING AWAY
 RD2897'AT THIS POINT AND THE MARK, A 1-1/2-INCH IRON PIPE SET IN CONCRETE
 RD2897'WITH BETT USE 1935 LETTERED IN THE CONCRETE, IS ABOUT 12 INCHES FROM
 RD2897'THE EDGE.
 RD2897'
 RD2897'BET 2 WAS ESTABLISHED 2.702 METERS 178 DEG 40 MIN 04 SEC FROM BET.
 RD2897
 RD2897                          STATION RECOVERY (2004)
 RD2897
 RD2897'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD2897'BANK HAS WASHED AWAY. SHOULD BE CONSIDERED LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2937 ***********************************************************************
 RD2937  DESIGNATION -  BET 2 ECC
 RD2937  PID         -  RD2937
 RD2937  STATE/COUNTY-  WA/CLARK
 RD2937  USGS QUAD   -  MOUNT TABOR (1990)
 RD2937
 RD2937                         *CURRENT SURVEY CONTROL
 RD2937  ___________________________________________________________________
 RD2937* NAD 83(1991)-  45 36 10.20833(N)    122 34 04.04749(W)     ADJUSTED  
 RD2937* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 RD2937  ___________________________________________________________________
 RD2937  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 RD2937  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 RD2937
 RD2937  HORZ ORDER  -  THIRD
 RD2937
 RD2937.The horizontal coordinates were established by classical geodetic methods
 RD2937.and adjusted by the National Geodetic Survey in December 1991..
 RD2937
 RD2937.The orthometric height was scaled from a topographic map.
 RD2937
 RD2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2937
 RD2937.The geoid height was determined by GEOID03.
 RD2937
 RD2937;                    North         East     Units Scale Factor Converg.
 RD2937;SPC WA S     -    32,070.386   338,688.693   MT  1.00006020   -1 30 07.3
 RD2937;SPC WA S     -   105,217.59  1,111,181.15   sFT  1.00006020   -1 30 07.3
 RD2937;SPC OR N     -   217,216.965 2,338,709.916   MT  0.99992326   -1 27 59.2
 RD2937;SPC OR N     -   712,654.08  7,672,932.80   iFT  0.99992326   -1 27 59.2
 RD2937;UTM  10      - 5,050,012.184   533,705.578   MT  0.99961397   +0 18 31.7
 RD2937
 RD2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2937!SPC WA S     -   1.00000167  x   1.00006020  =   1.00006187
 RD2937!SPC OR N     -   1.00000167  x   0.99992326  =   0.99992493
 RD2937!UTM  10      -   1.00000167  x   0.99961397  =   0.99961564
 RD2937
 RD2937|---------------------------------------------------------------------|
 RD2937| PID    Reference Object                     Distance      Geod. Az  |
 RD2937|                                                           dddmmss.s |
 RD2937| RD2864 MEASURED NAUT MI E RNG R BCN         45.971 METERS 00247     |
 RD2937| RD2896 BET 2                                 5.216 METERS 17837     |
 RD2937| RD2897 BET                                   7.918 METERS 17840     |
 RD2937| RD2866 ROCKY BUTTE AWY BCN FLASH RED       APPROX. 6.3 KM 1784003.5 |
 RD2937| RD2900 MEASURED NAUT MI E RNG F BCN         11.470 METERS 28437     |
 RD2937|---------------------------------------------------------------------|
 RD2937
 RD2937                          SUPERSEDED SURVEY CONTROL
 RD2937
 RD2937  NAD 83(1991)-  45 36 10.20833(N)    122 34 04.04749(W) AD(       ) 3
 RD2937  NAD 83(1986)-  45 36 10.22538(N)    122 34 04.05066(W) AD(       ) 3
 RD2937  NAD 27      -  45 36 10.80265(N)    122 33 59.71068(W) AD(       ) 3
 RD2937
 RD2937.Superseded values are not recommended for survey control.
 RD2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2937.See file dsdata.txt to determine how the superseded data were derived.
 RD2937
 RD2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3370650012(NAD 83)
 RD2937
 RD2937  HISTORY     - Date     Condition        Report By
 RD2937  HISTORY     - 1949     MONUMENTED       CGS
 RD2937  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 RD2937
 RD2937                          STATION DESCRIPTION
 RD2937
 RD2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RD2937'SEE STATION BET 2
 RD2937
 RD2937                          STATION RECOVERY (2004)
 RD2937
 RD2937'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD2937' 
 RD2937'THIS IS THE SITE OF A HOME NOW. OWNER HAS BEEN THERE 25 YRS AND HAS
 RD2937'NOT SEEN THIS MARK. IT SHOULD BE CONSIDERED LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3335 ***********************************************************************
 SY3335  DESIGNATION -  BETA
 SY3335  PID         -  SY3335
 SY3335  STATE/COUNTY-  WA/MASON
 SY3335  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3335
 SY3335                         *CURRENT SURVEY CONTROL
 SY3335  ___________________________________________________________________
 SY3335* NAD 83(1991)-  47 12 03.78443(N)    122 57 25.05385(W)     ADJUSTED  
 SY3335* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3335  ___________________________________________________________________
 SY3335  LAPLACE CORR-          -8.19  (seconds)                    DEFLEC99
 SY3335  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 SY3335
 SY3335  HORZ ORDER  -  THIRD
 SY3335
 SY3335.The horizontal coordinates were established by classical geodetic methods
 SY3335.and adjusted by the National Geodetic Survey in December 1991..
 SY3335
 SY3335.The orthometric height was scaled from a topographic map.
 SY3335
 SY3335.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3335
 SY3335.The geoid height was determined by GEOID03.
 SY3335
 SY3335;                    North         East     Units Scale Factor Converg.
 SY3335;SPC WA S     -   210,502.738   313,870.866   MT  0.99997242   -1 47 05.0
 SY3335;SPC WA S     -   690,624.40  1,029,758.00   sFT  0.99997242   -1 47 05.0
 SY3335;UTM  10      - 5,227,507.497   503,259.891   MT  0.99960013   +0 01 53.7
 SY3335
 SY3335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3335!SPC WA S     -   1.00000233  x   0.99997242  =   0.99997475
 SY3335!UTM  10      -   1.00000233  x   0.99960013  =   0.99960246
 SY3335
 SY3335|---------------------------------------------------------------------|
 SY3335| PID    Reference Object                     Distance      Geod. Az  |
 SY3335|                                                           dddmmss.s |
 SY3335| CE3361 BETA RM 2                             6.092 METERS 07907     |
 SY3335| CE3360 BETA RM 1                            13.798 METERS 27745     |
 SY3335| SY3305 GAMMA 1936                          399.190 METERS 28952     |
 SY3335| SY3318 ALPHA                               APPROX. 0.5 KM 3292045.4 |
 SY3335|---------------------------------------------------------------------|
 SY3335
 SY3335                          SUPERSEDED SURVEY CONTROL
 SY3335
 SY3335  NAD 83(1986)-  47 12 03.78233(N)    122 57 25.06230(W) AD(       ) 3
 SY3335  NAD 27      -  47 12 04.43100(N)    122 57 20.55900(W) AD(       ) 3
 SY3335
 SY3335.Superseded values are not recommended for survey control.
 SY3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3335.See file dsdata.txt to determine how the superseded data were derived.
 SY3335
 SY3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0326027507(NAD 83)
 SY3335_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3335
 SY3335  HISTORY     - Date     Condition        Report By
 SY3335  HISTORY     - 1936     MONUMENTED       CGS
 SY3335  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3335
 SY3335                          STATION DESCRIPTION
 SY3335
 SY3335'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3335'STATION IS LOCATED ON THE S SIDE OF THE INLET ABOUT 1/4 MILE SW
 SY3335'OF CAPE HORN.  IT IS ABOUT 5 FEET OUTSIDE OF THE HIGH-WATER LINE
 SY3335'AND COVERS ABOUT 2 FEET AT HIGH TIDE.  IT WAS NECESSARY TO LEVEL
 SY3335'OFF A PLACE LARGE ENOUGH TO SET UP THE INSTRUMENT.
 SY3335'
 SY3335'STATION AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS SET
 SY3335'IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3335'
 SY3335'REFERENCE MARK NO.1 IS SET W OF THE STATION ABOUT 6 FEET OUTSIDE
 SY3335'OF HIGH WATER AND IT COVERS ABOUT 1 FOOT AT HIGH TIDE.
 SY3335'
 SY3335'REFERENCE MARK NO.2 IS MARKED, AS DESCRIBED IN NOTE 12C, BY A
 SY3335'STANDARD BRONZE DISK SET E OF THE STATION IN THE TOP OF A
 SY3335'3- BY 4-FOOT BOULDER AND PROJECTING ABOUT 2 FEET ABOVE THE
 SY3335'BEACH.  IT COVERS ABOUT 4 FEET AT HIGH TIDE.
 SY3335
 SY3335                          STATION RECOVERY (1967)
 SY3335
 SY3335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3335'THE STATION IS DESTROYED. THE CONCRETE MONUMENT WITH THE DISK STILL
 SY3335'IN IT WAS FOUND LYING ON ITS SIDE.  REFERENCE MARK 1 WAS NOT
 SY3335'RECOVERED.  IT IS UNDER A SLIDE.  REFERENCE MARK 2 IS PROBABLY
 SY3335'LOST.  A LARGE BOULDER MATCHING THE DESCRIPTION OF THE BOULDER
 SY3335'THAT REFERENCE MARK 2 WAS IN WAS FOUND BUT THE DISK WAS NOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0520 ***********************************************************************
 SD0520  DESIGNATION -  BETTER
 SD0520  PID         -  SD0520
 SD0520  STATE/COUNTY-  WA/PACIFIC
 SD0520  USGS QUAD   -  OYSTERVILLE (1994)
 SD0520
 SD0520                         *CURRENT SURVEY CONTROL
 SD0520  ___________________________________________________________________
 SD0520* NAD 83(1991)-  46 36 26.72287(N)    124 02 36.09795(W)     ADJUSTED  
 SD0520* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 SD0520  ___________________________________________________________________
 SD0520  LAPLACE CORR-          15.40  (seconds)                    DEFLEC99
 SD0520  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SD0520
 SD0520  HORZ ORDER  -  SECOND
 SD0520
 SD0520.The horizontal coordinates were established by classical geodetic methods
 SD0520.and adjusted by the National Geodetic Survey in December 1991..
 SD0520
 SD0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0520
 SD0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0520
 SD0520.The geoid height was determined by GEOID03.
 SD0520
 SD0520;                    North         East     Units Scale Factor Converg.
 SD0520;SPC WA S     -   147,710.731   228,653.067   MT  0.99991467   -2 34 26.0
 SD0520;SPC WA S     -   484,614.29    750,172.60   sFT  0.99991467   -2 34 26.0
 SD0520;UTM  10      - 5,162,068.634   420,099.029   MT  0.99967847   -0 45 29.6
 SD0520
 SD0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0520!SPC WA S     -   1.00000285  x   0.99991467  =   0.99991752
 SD0520!UTM  10      -   1.00000285  x   0.99967847  =   0.99968132
 SD0520
 SD0520:                Primary Azimuth Mark                     Grid Az
 SD0520:SPC WA S     -  HOTEL RUSTIC                             025 38 41.3
 SD0520:UTM  10      -  HOTEL RUSTIC                             023 49 44.9
 SD0520
 SD0520|---------------------------------------------------------------------|
 SD0520| PID    Reference Object                     Distance      Geod. Az  |
 SD0520|                                                           dddmmss.s |
 SD0520| SC2505 HOTEL RUSTIC                        APPROX.11.9 KM 0230415.3 |
 SD0520| SC2560 TOKE                                APPROX.12.4 KM 0282812.0 |
 SD0520| SC2554 PILE BEACON                         APPROX. 5.0 KM 0511906.8 |
 SD0520| SC2500 BAY CENT CHAN DIRECTIONAL LT        APPROX. 6.5 KM 0570251.1 |
 SD0520| SC2495 BAY CENTER CHANNEL LIGHT            APPROX. 8.3 KM 0573721.2 |
 SD0520| SC2473 DOLPHIN BEACON                      APPROX. 5.3 KM 0865818.4 |
 SD0520| DD9398 BETTER RM 1                          33.520 METERS 14119     |
 SD0520| DD9399 BETTER RM 2                          66.290 METERS 25810     |
 SD0520|---------------------------------------------------------------------|
 SD0520
 SD0520                          SUPERSEDED SURVEY CONTROL
 SD0520
 SD0520  NAD 83(1991)-  46 36 26.72169(N)    124 02 36.09709(W) AD(       ) 2
 SD0520  NAD 83(1986)-  46 36 26.72127(N)    124 02 36.08166(W) AD(       ) 2
 SD0520  NAD 27      -  46 36 27.37066(N)    124 02 31.48772(W) AD(       ) 2
 SD0520  NGVD 29 (07/19/86)    5.     (m)           16.     (f) VERT ANG       
 SD0520
 SD0520.Superseded values are not recommended for survey control.
 SD0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0520.See file dsdata.txt to determine how the superseded data were derived.
 SD0520
 SD0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2009962069(NAD 83)
 SD0520
 SD0520  HISTORY     - Date     Condition        Report By
 SD0520  HISTORY     - 1911     MONUMENTED       CGS
 SD0520  HISTORY     - 1921     SEE DESCRIPTION  CGS
 SD0520  HISTORY     - 1922     SEE DESCRIPTION  CGS
 SD0520  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SD0520  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SD0520  HISTORY     - 1948     SEE DESCRIPTION  WADPL
 SD0520  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SD0520  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SD0520  HISTORY     - 1977     SEE DESCRIPTION  WA-049
 SD0520  HISTORY     - 1988     GOOD             USPSQD
 SD0520
 SD0520                          STATION DESCRIPTION
 SD0520
 SD0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (RBD)
 SD0520'STATION IS ABOUT 2 MILES FROM EXTREME END OF LEADBETTER POINT.  IT IS
 SD0520'ON THE BAY SIDE OF THE POINT BACK NEAR THE TREE LINE.  THE SANDS ARE
 SD0520'HEAPED UP HERE AGAINST THE TREES AND THE DUNES ARE ABOUT 50 FEET HIGH
 SD0520'IN PLACES.  THE STATION IS AT THE FOOT OF THESE DUNES, AND IS
 SD0520'ABOUT 90 METERS FROM HIGH-WATER LINE ON THE BAY SIDE AND ABOUT 25
 SD0520'FEET ABOVE SAME.
 SD0520'
 SD0520'STATION IS MARKED BY A ONE-PINT DARK GLASS BEAR BOTTLE EMBEDDED IN
 SD0520'CEMENT 4 FEET BELOW SURFACE OF SAND.  THREE INCHES ABOVE THE
 SD0520'BOTTLE IS A 3/4-INCH GALVANIZED-IRON PIPE, 3 FEET LONG, TOP OF WHICH
 SD0520'PROJECTS 2 INCHES ABOVE SURFACE OF GROUND.  A BUTTER KEG, 1-1/2
 SD0520'FEET IN DIAMETER WAS PLACED AROUND THE PIPE AND FILLED WITH CEMENT
 SD0520'FLUSH WITH SURFACE.
 SD0520'
 SD0520'REFERENCE MARK NO.1 IS A TRIANGLE 5 INCHES ON A SIDE CUT IN A SPRUCE
 SD0520'TREE, 3 FEET FROM GROUND.  A WIRE NAIL WAS DRIVEN IN CENTER OF
 SD0520'TRIANGLE.  TREE IS ABOUT 2 FEET IN DIAMETER.  IT IS IN AZIMUTH 68
 SD0520'DEG 02 MIN 05 SEC FROM CENTER AND 33.52 METERS FROM STATION.
 SD0520'
 SD0520'REFERENCE MARK NO.2 IS A TRIANGLE, SIMILAR IN ALL RESPECTS TO NO.1,
 SD0520'CUT IN A SPRUCE TREE (1-1/2 FEET DIAMETER) 4 FEET FROM GROUND.  IT
 SD0520'IS IN AZIMUTH 176 DEG 53 MIN 15 SEC FROM CENTER AND DISTANT 66.29
 SD0520'METERS FROM STATION.
 SD0520
 SD0520                          STATION RECOVERY (1921)
 SD0520
 SD0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (HCW)
 SD0520'STATION RECOVERED AS DESCRIBED.  THE IRON PIPE HAD BEEN REMOVED.
 SD0520'DUG AND FOUND BOTTLE EMBEDDED IN CONCRETE AS DESCRIBED.  REPLACED
 SD0520'IRON PIPE.
 SD0520
 SD0520                          STATION RECOVERY (1922)
 SD0520
 SD0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SD0520'STATION RECOVERED AS DESCRIBED.  LARGE HYDROGRAPHIC SIGNAL BUILT
 SD0520'OVER STATION.  THIS SIGNAL DESIGNED TO BE OF A PERMANENT CHARACTER.
 SD0520'IT HAS 4 LEGS, EACH EMBEDDED IN A MASS OF ABOUT 1500 POUNDS OF
 SD0520'CONCRETE.
 SD0520
 SD0520                          STATION RECOVERY (1926)
 SD0520
 SD0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (OSR)
 SD0520'STATION RECOVERED AS DESCRIBED, WITH SIGNAL STANDING OVER STATION IN
 SD0520'FAIR CONDITION.  HIGH-WATER LINE IS 60 METERS 40 DEG AZIMUTH.
 SD0520
 SD0520                          STATION RECOVERY (1939)
 SD0520
 SD0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SD0520'STATION IS 2-1/2 STATUTE MILES SOUTHWARD FROM THE EXTREME N TIP OF
 SD0520'LEADBETTER POINT, NEAR THE TREE LINE ON THE W SIDE OF WILLAPA BAY, 5
 SD0520'MILES N OF OYSTERVILLE, ON A SANDY SLOPE, ABOUT 30 METERS N OF THE
 SD0520'TREE LINE, ABOUT 50 METERS W OF AND 20 FEET ABOVE THE HIGH-WATER
 SD0520'LINE.
 SD0520'
 SD0520'THE TOP OF THE ORIGINAL 3/4-INCH IRON PIPE IN A ROUND CEMENT BLOCK
 SD0520'WAS UNCOVERED AT ABOUT 18 INCHES BELOW THE SURFACE.  NO FURTHER
 SD0520'DIGGING WAS DONE AND STATION WAS NOT RE-MARKED.  THE OLD WOODEN
 SD0520'HYDROGRAPHIC SIGNAL IS STILL IN PLACE OVER THE STATION, BUT IS NOW IN
 SD0520'A DILAPIDATED CONDITION.  THE ORIGINAL REFERENCE MARKS (NAILS IN
 SD0520'BLAZES ON TREES) WERE NOT SEARCHED FOR.  THE STATION WAS TIED INTO
 SD0520'STATION SHELL (U.S.E. 1937) BY DIRECTION AND DISTANCE, AS A POINT
 SD0520'CONNECTION TO THE COLUMBIA RIVER, GRAYS HARBOR TRAVERSE EXECUTED BY
 SD0520'J.M. SMOOK IN 1926.  THE STATION WAS NOT OCCUPIED BY THIS PARTY.
 SD0520'
 SD0520'FROM OYSTERVILLE GO W 0.4 MILE AND TURN N ON THE STACKPOLE ROAD.
 SD0520'CONTINUE N TO THE BEACH, WHICH POINT IS ABOUT 0.25 MILE N OF A
 SD0520'BRIDGE ACROSS A SMALL SLOUGH.  DRIVE OUT ONTO THE BEACH AND
 SD0520'CONTINUE N ALONG THE APPROXIMATE HIGH-WATER LINE ABOUT 0.8 MILE TO
 SD0520'THE END OF THE TIMBER AND THE STATION.  THE BEACH CAN BE TRAVELED AT
 SD0520'ABOUT 3/4 TIDE.
 SD0520
 SD0520                          STATION RECOVERY (1948)
 SD0520
 SD0520'RECOVERY NOTE BY WA DEPT OF PUB LANDS 1948 (JWT)
 SD0520'STATION RECOVERED.  DESCRIPTION ADEQUATE.
 SD0520'
 SD0520'D.P.L. MON. LEADBETTER POINT IS SET 5378.67 FEET N OF W OF STATION,
 SD0520'ON TOP OF A HIGH DUNE ON OCEAN SIDE OF LEADBETTER POINT.
 SD0520
 SD0520                          STATION RECOVERY (1953)
 SD0520
 SD0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SD0520'RECOVERED
 SD0520'
 SD0520'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARKS MENTIONED IN
 SD0520'ORIGINAL DESCRIPTION WERE NOT RECOVERED.  A COMPLETE DESCRIPTION
 SD0520'FOLLOWS--
 SD0520'
 SD0520'ON THE EAST SIDE OF THE NORTH BEACH PENINSULA, ABOUT 2-1/2 MILES
 SD0520'SOUTH OF THE TIP OF LEADBETTER POINT, AND ABOUT 4 MILES NORTH OF
 SD0520'OYSTERVILLE ON SANDY GROUND SLOPING TO THE NORTH, ABOUT 60 METERS
 SD0520'WEST OF THE MEAN HIGH WATER LINE, 39 METERS NORTH OF CENTERLINE
 SD0520'ROAD AT THE WEST EDGE OF THE TREES ON NORTH SIDE OF ROAD, AND 20
 SD0520'METERS NORTH OF TREE-LINE, A 3/4-INCH IRON PIPE SET IN THE CENTER OF
 SD0520'A ROUND CEMENT BLOCK THE TOP OF WHICH IS ABOUT 18 INCHES BELOW
 SD0520'GROUND SURFACE.  THE WOODEN HYDROGRAPHIC SIGNAL MENTIONED IN
 SD0520'PREVIOUS DESCRIPTIONS HAS BEEN DESTROYED.  STATION SHELL (U.S.E.) IS
 SD0520'ABOUT 24 METERS SOUTHEAST OF THE STATION UNDER A 20-FOOT
 SD0520'WHITE-PAINTED TRIPOD.
 SD0520'
 SD0520'TO REACH FROM OYSTERVILLE GO WEST 0.4 MILE AND TURN NORTH ON THE
 SD0520'STACKPOLE ROAD CONTINUING NORTH 3.7 MILES TO RIGHT ANGLE TURN WHICH
 SD0520'AT THIS POINT IS ABOUT 100 METERS FROM THE BEACH, CONTINUE NORTH
 SD0520'ALONG A PRIVATE ROAD TO TREE LINE AND WALK 40 METERS NORTH TO THE
 SD0520'STATION.
 SD0520
 SD0520                          STATION RECOVERY (1970)
 SD0520
 SD0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SD0520'THE STATION WAS RECOVERED AND IS ABOUT 1 FOOT BELOW GROUND.  THE
 SD0520'MARK APPEARS MORE LIKE AN IRON ROD PROJECTING 2 INCHES ABOVE A
 SD0520'SANDSTONE BLOCK RATHER THAN A PIPE IN CONCRETE, AS PREVIOUSLY
 SD0520'DESCRIBED.  IT IS PREVIOUSLY STATED THAT THIS MARK IS 80.10 FEET
 SD0520'FROM STATION SHELL (USE), IN AZIMUTH 136-40-31.  THIS WAS NOT
 SD0520'VERIFIED AT THIS TIME.  THE TRIANGLE BLAZES, USED AS REFERENCE MARKS
 SD0520'IN 1911 WERE NOT SEARCHED FOR.
 SD0520'
 SD0520'THE STATION IS ABOUT 4 MILES NORTH OF OYSTERVILLE, 2-1/2 MILES SOUTH
 SD0520'OF THE TIP OF LEADBETTER POINT AND ON THE EASTERN SIDE OF NORTH
 SD0520'BEACH PENINSULA.
 SD0520'
 SD0520'TO REACH FROM THE INTERSECTION OF PACIFIC STREET AND PENINSULA ROAD
 SD0520'IN OYSTERVILLE, GO WEST ON PACIFIC STREET FOR 0.35 MILE, TURN RIGHT
 SD0520'AND GO NORTH ON THE ALL-WEATHER ROAD FOR 3.7 MILES TO THE
 SD0520'INTERSECTION OF FIVE ROADS, WHERE THE MAIN TRAVELLED ROAD TURNS
 SD0520'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO A BREAK IN THE TREES
 SD0520'WHERE THE WATER IS VISIBLE FROM NORTH TO EAST AND A 4X8-FOOT DEPT. OF
 SD0520'THE INTERIOR, LEADBETTER POINT WILDLIFE REFUGE SIGN.  FROM HERE,
 SD0520'WALK EASTERLY ABOUT 35 YARDS TO A PINE TREE WITH FIVE TRUNKS
 SD0520'SPROUTING OUT OF ONE TRUNK ABOUT A FOOT ABOVE GROUND LEVEL, AND
 SD0520'THE MARK 13.5 FEET NORTH-NORTHEAST OF THE TREE.
 SD0520'
 SD0520'STATION IS MARKED BY AN IRON ROD PROJECTING ABOUT 2 INCHES ABOVE A
 SD0520'BLOCK OF CONCRETE, 1 FOOT BELOW GROUND.  IT IS 24.2 FEET
 SD0520'WEST-NORTHWEST OF A PINE TREE WITH THREE TRUNKS BRANCHING OUT ABOUT
 SD0520'18 INCHES ABOVE GROUND AND TWO MORE BRANCHING OUT ABOUT 2 FEET
 SD0520'ABOVE GROUND, 13.5 FEET FROM THE TREE DESCRIBED ABOVE AND 1 FOOT
 SD0520'NORTH OF A METAL WITNESS POST.
 SD0520'
 SD0520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES NORTH OF
 SD0520'OYSTERVILLE.
 SD0520
 SD0520                          STATION RECOVERY (1977)
 SD0520
 SD0520'RECOVERY NOTE BY PACIFIC COUNTY WASHINGTON 1977
 SD0520'THE STATION WAS RECOVERED AS DESCRIBED BY L.F.S. IN 1970.
 SD0520'
 SD0520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES NORTH OF
 SD0520'OYSTERVILLE.
 SD0520
 SD0520                          STATION RECOVERY (1988)
 SD0520
 SD0520'RECOVERY NOTE BY US POWER SQUADRON 1988 (DJM)
 SD0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0361 ***********************************************************************
 SD0361  DESIGNATION -  BETTER RESET
 SD0361  PID         -  SD0361
 SD0361  STATE/COUNTY-  WA/PACIFIC
 SD0361  USGS QUAD   -  OYSTERVILLE (1994)
 SD0361
 SD0361                         *CURRENT SURVEY CONTROL
 SD0361  ___________________________________________________________________
 SD0361* NAD 83(1986)-  46 36 26.     (N)    124 02 41.     (W)     SCALED    
 SD0361* NAVD 88     -         5.642  (meters)      18.51   (feet)  ADJUSTED  
 SD0361  ___________________________________________________________________
 SD0361  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SD0361  DYNAMIC HT  -           5.643 (meters)      18.51  (feet)  COMP
 SD0361  MODELED GRAV-     980,732.6   (mgal)                       NAVD 88
 SD0361
 SD0361  VERT ORDER  -  FIRST     CLASS II
 SD0361
 SD0361.The horizontal coordinates were scaled from a topographic map and have
 SD0361.an estimated accuracy of +/- 6 seconds.
 SD0361
 SD0361.The orthometric height was determined by differential leveling
 SD0361.and adjusted by the National Geodetic Survey in June 1991..
 SD0361
 SD0361.The geoid height was determined by GEOID03.
 SD0361
 SD0361.The dynamic height is computed by dividing the NAVD 88
 SD0361.geopotential number by the normal gravity value computed on the
 SD0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0361.degrees latitude (g = 980.6199 gals.).
 SD0361
 SD0361.The modeled gravity was interpolated from observed gravity values.
 SD0361
 SD0361;                    North         East    Units  Estimated Accuracy
 SD0361;SPC WA S     -   147,690.      228,550.      MT  (+/- 180 meters Scaled)
 SD0361
 SD0361                          SUPERSEDED SURVEY CONTROL
 SD0361
 SD0361.No superseded survey control is available for this station.
 SD0361
 SD0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS199620(NAD 83)
 SD0361_MARKER: DS = TRIANGULATION STATION DISK
 SD0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0361_SP_SET: CONCRETE POST
 SD0361_STAMPING: BETTER 1911 1982
 SD0361_MARK LOGO: NGS   
 SD0361_PROJECTION: FLUSH
 SD0361_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0361+STABILITY: SURFACE MOTION
 SD0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0361+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1982
 SD0361
 SD0361  HISTORY     - Date     Condition        Report By
 SD0361  HISTORY     - 1982     MONUMENTED       NGS
 SD0361  HISTORY     - 19820208 GOOD             NGS
 SD0361  HISTORY     - 1987     GOOD             NGS
 SD0361
 SD0361                          STATION DESCRIPTION
 SD0361
 SD0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 SD0361'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTH OF OYSTERVILLE,
 SD0361'4.0 KM (2.50 MI) SOUTH OF THE NORTH TIP OF LEADBETTER POINT AND ON THE
 SD0361'EAST SIDE OF THE LONGBEACH PENINSULA.  THE PROPERTY IS CONTROLLED BY
 SD0361'THE LEADBETTER POINT WILDLIFE REFUGE. TO REACH FROM THE INTERSECTION
 SD0361'OF PACIFIC STREET AND PENINSULA ROAD IN OYSTERVILLE, GO WEST ON
 SD0361'PACIFIC STREET FOR 0.56 KM (0.35 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 SD0361'AND GO NORTH ON THE SURFACED ROAD FOR 5.95 KM (3.70 MI) TO A 5-WAY
 SD0361'INTERSECTION.  CONTINUE AHEAD NORTH FOR 1.05 KM (0.65 MI) TO THE END
 SD0361'OF THE ROAD AND THE WILDLIFE REFUGE PARKING LOT.  WALK EAST FOR ABOUT
 SD0361'35 M (114.8 FT) TO A MULTI TRUNKED PINE TREE AND THE STATION. THE MARK
 SD0361'IS SET IN A 0.30 M (0.98 FT) SQUARE CONCRETE MONUMENT THAT IS 0.30 M
 SD0361'(0.98 FT) BELOW THE GROUND SURFACE.  IT IS 24.312 M (79.764 FT)
 SD0361'NORTHWEST OF STATION SHELL, 311.655 M (1022.488 FT) EAST OF REFERENCE
 SD0361'MARK 3, 7.3 M (24.0 FT) NORTHWEST OF THE MULTI TRUNKED PINE TREE AND
 SD0361'0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 SD0361
 SD0361                          STATION RECOVERY (1987)
 SD0361
 SD0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SD0361'33.7 KM (20.95 MI) NORTH FROM SEAVIEW.
 SD0361'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0361'IN SEAVIEW, THENCE 0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101,
 SD0361'THENCE 25.3 KM (15.70 MI) NORTH ALONG SANDRIDGE ROAD, THENCE 0.48 KM
 SD0361'(0.30 MI) WEST ALONG OYSTERVILLE ROAD, THENCE 7.1 KM (4.40 MI) NORTH
 SD0361'ALONG STACKPOLE ROAD, AT THE EXTREME NORTH END OF A ROAD TO
 SD0361'LEADBETTER POINT, 30 M (100 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 SD0361'A GRAVEL PARKING LOT, 24.7 M (81.0 FT) NORTHWEST OF THE STATION MARK
 SD0361'SHELL USE, 46 M (151 FT) NORTHEAST OF THE BENCH MARK U 536, 33.8 M
 SD0361'(110.9 FT) EAST OF THE EAST END OF A SIGN CONTAINING INFORMATION
 SD0361'ABOUT LEADBETTER POINT, 8.38 M (27.5 FT) SOUTH OF THE CENTER OF A
 SD0361'SAND TRAIL TO THE BEACH.
 SD0361'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 SD0361'THE MARK IS 0.30 M ABOVE THE SAND TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0640 ***********************************************************************
 SD0640  HT_MOD      -  This is a Height Modernization Survey Station.
 SD0640  TIDAL BM    -  This is a Tidal Bench Mark.
 SD0640  DESIGNATION -  BETTY M
 SD0640  PID         -  SD0640
 SD0640  STATE/COUNTY-  WA/PACIFIC
 SD0640  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0640
 SD0640                         *CURRENT SURVEY CONTROL
 SD0640  ___________________________________________________________________
 SD0640* NAD 83(1998)-  46 16 34.06843(N)    124 02 31.88192(W)     ADJUSTED  
 SD0640* NAVD 88     -         6.55   (meters)      21.5    (feet)  GPS OBS   
 SD0640  ___________________________________________________________________
 SD0640  X           -  -2,472,190.566 (meters)                     COMP
 SD0640  Y           -  -3,659,358.024 (meters)                     COMP
 SD0640  Z           -   4,586,502.601 (meters)                     COMP
 SD0640  LAPLACE CORR-          13.70  (seconds)                    DEFLEC99
 SD0640  ELLIP HEIGHT-         -17.69  (meters)          (07/03/01) GPS OBS
 SD0640  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 SD0640
 SD0640  HORZ ORDER  -  FIRST
 SD0640  ELLP ORDER  -  FIFTH     CLASS I
 SD0640
 SD0640.The horizontal coordinates were established by GPS observations
 SD0640.and adjusted by the National Geodetic Survey in July 2001..
 SD0640.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SD0640.DATUM ITEM on the data sheet items page.
 SD0640
 SD0640.The orthometric height was determined by GPS observations and a
 SD0640.high-resolution geoid model using precise GPS observation and
 SD0640.processing techniques.
 SD0640
 SD0640.This Tidal Bench Mark is designated as VM 8923
 SD0640.by the Center for Operational Oceanographic Products and Services.
 SD0640
 SD0640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SD0640
 SD0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0640
 SD0640.The ellipsoidal height was determined by GPS observations
 SD0640.and is referenced to NAD 83.
 SD0640
 SD0640.The geoid height was determined by GEOID03.
 SD0640
 SD0640;                    North         East     Units Scale Factor Converg.
 SD0640;SPC WA S     -   110,920.306   227,089.579   MT  0.99992906   -2 34 22.9
 SD0640;SPC WA S     -   363,911.04    745,043.06   sFT  0.99992906   -2 34 22.9
 SD0640;SPC OR N     -   295,973.591 2,227,043.544   MT  1.00008199   -2 30 43.5
 SD0640;SPC OR N     -   971,041.97  7,306,573.31   iFT  1.00008199   -2 30 43.5
 SD0640;UTM  10      - 5,125,255.975   419,703.427   MT  0.99967926   -0 45 11.6
 SD0640
 SD0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0640!SPC WA S     -   1.00000277  x   0.99992906  =   0.99993183
 SD0640!SPC OR N     -   1.00000277  x   1.00008199  =   1.00008476
 SD0640!UTM  10      -   1.00000277  x   0.99967926  =   0.99968203
 SD0640
 SD0640:                Primary Azimuth Mark                     Grid Az
 SD0640:SPC WA S     -  BLUFF 3                                  016 02 35.9
 SD0640:SPC OR N     -  BLUFF 3                                  015 58 56.5
 SD0640:UTM  10      -  BLUFF 3                                  014 13 24.6
 SD0640
 SD0640|---------------------------------------------------------------------|
 SD0640| PID    Reference Object                     Distance      Geod. Az  |
 SD0640|                                                           dddmmss.s |
 SD0640| SD0874 BLUFF 3                             APPROX. 3.6 KM 0132813.0 |
 SD0640| SD0872 BAKER BAY W CHAN DAYBEACON 11       455.187 METERS 0153618.3 |
 SD0640| AE4640 BETTY M RM 2                          8.909 METERS 04740     |
 SD0640| SD0613 TRESTLE                             APPROX. 3.5 KM 2494308.3 |
 SD0640| SD0595 CAPE DISAPPOINTMENT LH              APPROX. 0.8 KM 2672915.1 |
 SD0640| AE4639 BETTY M RM 1                         25.152 METERS 28816     |
 SD0640|---------------------------------------------------------------------|
 SD0640
 SD0640                          SUPERSEDED SURVEY CONTROL
 SD0640
 SD0640  NAD 83(1991)-  46 16 34.06634(N)    124 02 31.88320(W) AD(       ) 1
 SD0640  ELLIP H (01/20/99)  -17.66   (m)                       GP(       ) 3 2
 SD0640  NAD 83(1991)-  46 16 34.06883(N)    124 02 31.88083(W) AD(       ) 2
 SD0640  NAD 83(1991)-  46 16 34.06878(N)    124 02 31.88086(W) AD(       ) 2
 SD0640  NAD 83(1986)-  46 16 34.07202(N)    124 02 31.85574(W) AD(       ) 2
 SD0640  NAD 27      -  46 16 34.71214(N)    124 02 27.30520(W) AD(       ) 2
 SD0640  NGVD 29 (07/19/86)    5.4    (m)           18.     (f) VERT ANG       
 SD0640
 SD0640.Superseded values are not recommended for survey control.
 SD0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0640.See file dsdata.txt to determine how the superseded data were derived.
 SD0640
 SD0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1970325256(NAD 83)
 SD0640_MARKER: DD = SURVEY DISK
 SD0640_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SD0640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SD0640_STAMPING: BETTY M 1976
 SD0640_MARK LOGO: WA-049
 SD0640_PROJECTION: FLUSH
 SD0640_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 SD0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0640+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1989
 SD0640
 SD0640  HISTORY     - Date     Condition        Report By
 SD0640  HISTORY     - 1976     MONUMENTED       WA-049
 SD0640  HISTORY     - 1976     GOOD             WA-049
 SD0640  HISTORY     - 19830113 GOOD             NGS
 SD0640  HISTORY     - 19891012 GOOD             MGSINC
 SD0640  HISTORY     - 19971204 GOOD             WADECO
 SD0640
 SD0640                          STATION DESCRIPTION
 SD0640
 SD0640'DESCRIBED BY PACIFIC COUNTY WASHINGTON 1976 (CLN)
 SD0640'THIS STATION WAS ESTABLISHED TO REPLACE TRESTLE 1942 WHICH MIGHT BE
 SD0640'DISTURBED BY WAVE ACTION DURING THE SEASONAL STORMS.
 SD0640'
 SD0640'STATION IS ABOUT 2 MILES DUE SOUTH OF ILWACO, ON THE SOUTHWEST SIDE
 SD0640'OF BAKER BAY ON A ROCK FILL AT THE NORTHEASTERLY (INLAND) END OF
 SD0640'A-JETTY AND ABOUT 200 FEET NORTHEAST OF THE END OF THE ROAD.
 SD0640'
 SD0640'TO REACH FROM THE INTERSECTION OF 1ST AND SPRUCE ST. IN ILWACO, GO
 SD0640'WEST ON ILWACO-NORTH HEAD ROAD 0.07 MILE, TAKE RIGHT FORK, GO 0.76
 SD0640'MILE KEEP LEFT, GO 1.02 MILES KEEP LEFT, GO 0.36 MILE KEEP LEFT AT
 SD0640'NORTH HEAD LIGHTHOUSE ROAD, GO 0.70 MILE KEEP RIGHT AT Y
 SD0640'INTERSECTION, GO 0.47 MILE CONTINUE STRAIGHT, GO 0.12 MILE KEEP
 SD0640'LEFT, GO 0.14 MILE TO INTERSECTION CONTINUE STRAIGHT, GO 0.20
 SD0640'MILE TO GATE AT U.S. COAST GUARD STATION, CONTINUE ALONG
 SD0640'SHORELINE 0.22 MILE TO A LOCKED U.S. CORP. OF ARMY ENGINEERS GATE
 SD0640'AT BOAT HOUSE PARKING LOT.  (KEY CAN BE OBTAINED FROM COAST
 SD0640'GUARD STATION) CONTINUE THRU GATE 0.03 MILE, TAKE LEFT FORK
 SD0640'GO 0.22 MILE KEEP RIGHT, GO 0.02 MILE KEEP LEFT, GO 0.12 MILE
 SD0640'TO STATION ON LEFT.
 SD0640'
 SD0640'TWO WHEEL DRIVE VEHICLE CAN BE DRIVEN TO STATION.
 SD0640'
 SD0640'THE STATION MARK HAS A SURFACE DISK ONLY, STAMPED BETTY M 1976.
 SD0640'MARK IS A STANDARD PACIFIC COUNTY DISK SET IN CONCRETE TWO FEET IN
 SD0640'DIAMETER, PROJECTING 4 INCHES ABOVE GROUND.
 SD0640'
 SD0640'REFERENCE MARK NO. 1 IS A STANDARD PACIFIC COUNTY DISK STAMPED
 SD0640'BETTY M 1976 RM 1 SET IN CONCRETE 8 INCHES IN DIAMETER, PROJECTING 4
 SD0640'INCHES ABOVE GROUND.
 SD0640'
 SD0640'REFERENCE MARK NO. 2 IS A STANDARD PACIFIC COUNTY DISK STAMPED
 SD0640'BETTY M 1976 RM 2 SET IN CONCRETE 8 INCHES IN DIAMETER, PROJECTING 4
 SD0640'INCHES ABOVE GROUND.
 SD0640'
 SD0640'NOTE--STATION BETTY M 1976 CONTAINS STEEL BARS IN THE CONCRETE
 SD0640'FOR MAGNETIC DETECTION PURPOSES.
 SD0640'
 SD0640'NEAREST TOWN--ILWACO.
 SD0640
 SD0640                          STATION RECOVERY (1976)
 SD0640
 SD0640'RECOVERY NOTE BY PACIFIC COUNTY WASHINGTON 1976
 SD0640'RECOVERED IN GOOD CONDITION.
 SD0640
 SD0640                          STATION RECOVERY (1983)
 SD0640
 SD0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAW)
 SD0640'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF ILWACO, AT THE
 SD0640'NORTHEAST END OF THE JETTY ON THE SOUTHWEST SIDE OF BAKER BAY AND ON
 SD0640'PROPERTY OF THE US COAST GUARD. TO REACH FROM THE INTERSECTION OF
 SD0640'FIRST STREET AND SPRUCE STREET IN ILWACO, GO WEST ON THE
 SD0640'ILWACO-NORTHHEAD ROAD FOR 0.16 KM (0.10 MI) TO A FORK. TAKE THE RIGHT
 SD0640'FORK AND GO NORTHWESTERLY FOR 1.21 KM (0.75 MI) TO A CROSS ROAD.  TURN
 SD0640'LEFT AND GO SOUTHERLY ON THE NORTHHEAD LIGHT HOUSE ROAD FOR 1.61 KM
 SD0640'(1.00 MI) TO A FORK.  CONTINUE AHEAD SOUTHERLY FOR 0.80 KM (0.50 MI)
 SD0640'TO A INTERSECTION.  TURN LEFT FOR 0.48 KM (0.30 MI) TO THE ENTRANCE TO
 SD0640'THE COAST GUARD STATION. CONTINUE AHEAD ON THE MAIN ROAD FOR 0.32 KM
 SD0640'(0.20 MI) TO A BOAT HOUSE.  TURN RIGHT, PASSING TO THE WEST OF THE
 SD0640'BOAT HOUSE AND GO SOUTH-SOUTHEAST ON THE TRACK ROAD FOR 0.16 KM (0.10
 SD0640'MI) TO THE COAST GUARD FIRING RANGE.  CONTINUE SOUTHEASTERLY ON THE
 SD0640'TRACK ROAD FOR 0.24 KM (0.15 MI) TO THE END OF THE ROAD AND THE
 SD0640'STATION ON THE RIGHT. THE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 SD0640'MONUMENT THAT IS 0.61 M (2.00 FT) IN DIAMETER AND PROJECTS 0.10 M
 SD0640'(0.33 FT) ABOVE THE GROUND SURFACE.  IT IS 25.144 M (82.493 FT)
 SD0640'EAST-SOUTHEAST OF REFERENCE MARK 1, 8.914 M (29.245 FT) SOUTHWEST OF
 SD0640'REFERENCE MARK 2, 4.3 M (14.1 FT) EAST OF THE CENTER OF THE TRACK ROAD
 SD0640'AND 0.9 M (3.0 FT) NORTH OF A WITNESS POST.
 SD0640
 SD0640                          STATION RECOVERY (1989)
 SD0640
 SD0640'RECOVERY NOTE BY MINISTER AND GLAESER 1989
 SD0640'RECOVERED IN GOOD CONDITION.
 SD0640
 SD0640                          STATION RECOVERY (1997)
 SD0640
 SD0640'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 SD0640'RECOVERED AS DESCRIBED.  THE CORP OF ENGINEERS GATE IN THE 1976
 SD0640'DESCRIPTION HAS BEEN REMOVED AND NO KEY IS REQUIRED.  RM 2 WAS
 SD0640'RECOVERED AS DESCRIBED.  COE SURVEY MARKER BOAT-HUB (WITH ORANGE
 SD0640'WITNESS POST) IS LOCATED ABOUT 15 M, (49.2 FT) 37 DEGREES GRID, OF THE
 SD0640'STATION.  RM 1 WAS NOT RECOVERED AND HAS BEEN DESTROYED.  THE PLOTTED
 SD0640'LOCATED OF RM 1 IS ABOUT 5 M (16.4 FT) SEAWARD OF A 2 M (6.6 FT) TALL
 SD0640'EROSION SCARP LOCATED AT THE MEAN HIGH WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2435 ***********************************************************************
 SA2435  DESIGNATION -  BEVERLY
 SA2435  PID         -  SA2435
 SA2435  STATE/COUNTY-  WA/GRANT
 SA2435  USGS QUAD   -  BEVERLY (1965)
 SA2435
 SA2435                         *CURRENT SURVEY CONTROL
 SA2435  ___________________________________________________________________
 SA2435* NAD 83(1991)-  46 51 42.61088(N)    119 55 28.19360(W)     ADJUSTED  
 SA2435* NAVD 88     -       288.5    (meters)     947.     (feet)  VERTCON   
 SA2435  ___________________________________________________________________
 SA2435  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 SA2435  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SA2435
 SA2435  HORZ ORDER  -  SECOND
 SA2435
 SA2435.The horizontal coordinates were established by classical geodetic methods
 SA2435.and adjusted by the National Geodetic Survey in December 1991..
 SA2435
 SA2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2435
 SA2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2435
 SA2435.The geoid height was determined by GEOID03.
 SA2435
 SA2435;                    North         East     Units Scale Factor Converg.
 SA2435;SPC WA S     -   170,054.693   543,879.441   MT  0.99992625   +0 25 05.0
 SA2435;SPC WA S     -   557,921.11  1,784,377.80   sFT  0.99992625   +0 25 05.0
 SA2435;UTM  11      - 5,193,963.525   277,097.025   MT  1.00021072   -2 08 05.6
 SA2435;UTM  10      - 5,194,403.645   734,411.655   MT  1.00027542   +2 14 42.8
 SA2435
 SA2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2435!SPC WA S     -   0.99995807  x   0.99992625  =   0.99988432
 SA2435!UTM  11      -   0.99995807  x   1.00021072  =   1.00016878
 SA2435!UTM  10      -   0.99995807  x   1.00027542  =   1.00023348
 SA2435
 SA2435|---------------------------------------------------------------------|
 SA2435| PID    Reference Object                     Distance      Geod. Az  |
 SA2435|                                                           dddmmss.s |
 SA2435| CF4488 BEVERLY RM 1                          6.051 METERS 06631     |
 SA2435| CF4489 BEVERLY RM 2                          6.418 METERS 17104     |
 SA2435| CF4487 BEVERLY AZ MK                                      3344741.7 |
 SA2435|---------------------------------------------------------------------|
 SA2435
 SA2435                          SUPERSEDED SURVEY CONTROL
 SA2435
 SA2435  NAD 83(1986)-  46 51 42.61928(N)    119 55 28.18065(W) AD(       ) 2
 SA2435  NAD 27      -  46 51 43.13800(N)    119 55 24.00300(W) AD(       ) 2
 SA2435  NGVD 29 (07/19/86)  287.4    (m)          943.     (f) VERT ANG       
 SA2435
 SA2435.Superseded values are not recommended for survey control.
 SA2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2435.See file dsdata.txt to determine how the superseded data were derived.
 SA2435
 SA2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM7709793964(NAD 83)
 SA2435_MARKER: DS = TRIANGULATION STATION DISK
 SA2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2435
 SA2435  HISTORY     - Date     Condition        Report By
 SA2435  HISTORY     - 1948     MONUMENTED       CGS
 SA2435  HISTORY     - 1965     GOOD             USGS
 SA2435  HISTORY     - 1967     GOOD             CGS
 SA2435
 SA2435                          STATION DESCRIPTION
 SA2435
 SA2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SA2435'THE STATION IS LOCATED ON A LOW BENCH ABOUT 1-1/2 MILES EAST OF
 SA2435'THE COLUMBIA RIVER, 2 MILES NORTH NORTHEAST OF THE TOWN OF BEVERLY,
 SA2435'AND ABOUT 6-1/2 MILES SOUTH SOUTHEAST OF THE TOWN OF VANTAGE.
 SA2435'
 SA2435'THE STATION MARK IS A STANDARD STATION MARK DISK THAT IS SET IN
 SA2435'THE TOP OF A 10 BY 10 INCH BLOCK OF CONCRETE THAT PROJECTS ABOUT
 SA2435'5 INCHES ABOVE THE GENERAL SURFACE OF THE SURROUNDING SAND
 SA2435'DUNES.  IT IS ABOUT 100 YARDS WEST OF A POINT THAT IS ABOUT 30
 SA2435'FEET HIGHER THAN THE STATION.  THE MARK IS STAMPED BEVERLY 1948.
 SA2435'
 SA2435'REFERENCE MARK NUMBER 1, STAMPED BEVERLY NO 1 1948, IS A STANDARD
 SA2435'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH
 SA2435'CONCRETE BLOCK THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND
 SA2435'IS SLIGHTLY LOWER THAN THE STATION.
 SA2435'
 SA2435'REFERENCE MARK NUMBER 2, STAMPED BEVERLY NO 2 1948, IS A STANDARD
 SA2435'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH
 SA2435'CONCRETE BLOCK THAT PROJECTS ABOVE THE GROUND ABOUT 4 INCHES AND
 SA2435'IS ABOUT THE SAME ELEVATION AS THE STATION.
 SA2435'
 SA2435'THE AZIMUTH MARK, STAMPED BEVERLY 1948, IS A STANDARD AZIMUTH
 SA2435'MARK DISK THAT IS SET IN A DRILL HOLE IN A LARGE FLAT ROCK.  IT IS
 SA2435'LOCATED ABOUT 4 FEET WEST OF A LARGE PROMINENT ROCK THAT PROTRUDES
 SA2435'F FROM THE GROUND SURFACE ABOUT 3-1/2 FEET.  ABOUT 125 YARDS WEST
 SA2435'NORTHWEST OF A SMALL WEATHER STATION AND 0.2 MILE NORTH OF THE
 SA2435'MAIN TRACK ROAD.  IT IS BEST REACHED FROM THE STATION BY GOING
 SA2435'CROSS-COUNTRY NORTH NORTHWEST, 0.4 MILE TO A WELL TRAVELED
 SA2435'DIRT ROAD.  CROSS THE ROAD AND CONTINUE IN THE SAME DIRECTION
 SA2435'FOR 0.2 MILE TO THE LARGE ROCK MENTIONED AND THE MARK.
 SA2435'
 SA2435'TO REACH THE STATION FROM THE RAILROAD UNDERPASS AT THE TOWN OF
 SA2435'BEVERLY, GO NORTH 1.0 MILE TO WHERE THE MAIN ROAD TURNS TO THE
 SA2435'LEFT.  CONTINUE STRAIGHT AHEAD ON THE LESSER TRAVELED ROAD FOR 1.4
 SA2435'MILES TO A FORKS.  TAKE THE RIGHT FORK FOR 0.5 MILE AND THEN TURN
 SA2435'RIGHT, SOUTH ACROSS-COUNTRY TO THE STATION AS DESCRIBED.
 SA2435
 SA2435                          STATION RECOVERY (1965)
 SA2435
 SA2435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA2435'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE FOLLOWING IS
 SA2435'A REVISED DESCRIPTION--
 SA2435'
 SA2435'FROM UNDERPASS IN BEVERLY, GO NORTH ON BEVERLY CUTOFF ROAD 2.2
 SA2435'MILES TO POINT WHERE STEEL TOWER TRANSMISSION LINE CROSSES ROAD,
 SA2435'TURN SOUTH ON MAINTENANCE ROAD AND GO 0.4 MILES TO TOWER ON
 SA2435'RIGHT.  STATION IS ABOUT 175 FEET EAST OF THIS TOWER.
 SA2435
 SA2435                          STATION RECOVERY (1967)
 SA2435
 SA2435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA2435'THE STATION IS 6 MILES SOUTH-SOUTHEAST OF THE VANTAGE BRIDGE,
 SA2435'2-1/2 MILES EAST-SOUTHEAST OF WANAPAUM DAM, 2 MILES NORTH OF
 SA2435'BEVERLY, AND IN SECTION 22, T16N R23E.  THE STATION MARK, STAMPED
 SA2435'BEVERLY 1948, IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 SA2435'WHICH PROJECTS 6 INCHES.  IT IS ON THE WESTERN SLOPE OF A HILL
 SA2435'55 YARDS EAST OF A 4-LEGGED STEEL POWER TOWER AND ON TANGENT
 SA2435'WITH THE CENTERS OF THE DIAGONAL BRACES ON THE EAST AND WEST
 SA2435'SIDES OF THE TOWER.  A METAL WITNESS POST WAS SET ONE FOOT EAST
 SA2435'OF THE MARK.
 SA2435'
 SA2435'REFERENCE MARK NO. 1, STAMPED BEVERLY NO 1 1948 IS A STANDARD
 SA2435'DISK SET IN SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 SA2435'IS 20 FEET EAST-NORTHEAST OF THE STATION AND 7 FEET SOUTH OF THE
 SA2435'PROJECTED NORTH SIDE OF THE POWER TOWER.
 SA2435'
 SA2435'REFERENCE MARK NO. 2, STAMPED BEVERLY NO 2 1948 IS A STANDARD
 SA2435'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 SA2435'IS 21 FEET SOUTH OF THE STATION AND 10 FEET SOUTH OF THE PROJECTED
 SA2435'SOUTH SIDE OF THE POWER TOWER.
 SA2435'
 SA2435'THE AZIMUTH MARK, STAMPED BEVERLY 1948 IS A STANDARD DISK SET
 SA2435'IN A 5-FOOT DIAMETER ROCK WHICH PROJECTS 10 INCHES ON THE NORTH
 SA2435'SIDE AND IS FLUSH ON THE SOUTH SIDE.  IT IS 4 FEET WEST OF AN
 SA2435'8-FOOT DIAMETER BLACK ROCK WHICH PROJECTS 3 FEET, 0.2 MILE
 SA2435'NORTH-NORTHWEST OF A BLACKTOP ROAD, 0.1 MILE WEST-NORTHWEST OF
 SA2435'THE FIRST POWER TOWER NORTH OF THE BLACKTOP ROAD AND 100 YARDS
 SA2435'WEST-NORTHWEST OF THE QUARTER CORNER ON THE NORTH SIDE OF
 SA2435'SECTION 22.
 SA2435'
 SA2435'TO REACH THE STATION FROM THE RAILROAD BRIDGE OVER STATE HIGHWAY
 SA2435'243, ON THE WEST EDGE OF BEVERLY, GO NORTH ON STATE HIGHWAY 243 FOR
 SA2435'0.6 MILE, TURN RIGHT ABOUT 100 YARDS TO A BLACKTOP ROAD, TURN
 SA2435'LEFT AND GO NORTH 1.8 MILES TO A HIGH-TENSION POWER LINE CROSSING
 SA2435'THE ROAD, TURN RIGHT AND GO SOUTH ALONG THE POWER LINE FOR 0.45
 SA2435'MILE TO THE SECOND STEEL TOWER SOUTH OF THE ROAD AND THE
 SA2435'STATION.
 SA2435'
 SA2435'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA2435'TWO MILES NORTH OF BEVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0036 ***********************************************************************
 SY0036  DESIGNATION -  BEVERLY 2
 SY0036  PID         -  SY0036
 SY0036  STATE/COUNTY-  WA/SNOHOMISH
 SY0036  USGS QUAD   -  EVERETT (1973)
 SY0036
 SY0036                         *CURRENT SURVEY CONTROL
 SY0036  ___________________________________________________________________
 SY0036* NAD 83(1991)-  47 55 46.92599(N)    122 14 18.55393(W)     ADJUSTED  
 SY0036* NAVD 88     -       216.68   (meters)     710.9    (feet)  RESET     
 SY0036  ___________________________________________________________________
 SY0036  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 SY0036  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0036
 SY0036  HORZ ORDER  -  SECOND
 SY0036  VERT ORDER  -  THIRD
 SY0036
 SY0036.The horizontal coordinates were established by classical geodetic methods
 SY0036.and adjusted by the National Geodetic Survey in December 1991..
 SY0036.No horizontal observational check was made to the station.
 SY0036
 SY0036.The orthometric height was computed from unverified reset data.
 SY0036.No vertical observational check was made to the station.
 SY0036
 SY0036.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0036
 SY0036.The geoid height was determined by GEOID03.
 SY0036
 SY0036;                    North         East     Units Scale Factor Converg.
 SY0036;SPC WA N     -   104,324.498   395,008.851   MT  0.99994763   -1 02 46.2
 SY0036;SPC WA N     -   342,271.29  1,295,958.21   sFT  0.99994763   -1 02 46.2
 SY0036;UTM  10      - 5,308,767.517   556,882.392   MT  0.99963976   +0 33 55.1
 SY0036
 SY0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0036!SPC WA N     -   0.99996970  x   0.99994763  =   0.99991733
 SY0036!UTM  10      -   0.99996970  x   0.99963976  =   0.99960947
 SY0036
 SY0036|---------------------------------------------------------------------|
 SY0036| PID    Reference Object                     Distance      Geod. Az  |
 SY0036|                                                           dddmmss.s |
 SY0036| SY0035 BEVERLY RM 1                         24.275 METERS 08749     |
 SY0036| CF7174 BEVERLY AZ MK RESET                                1715225.3 |
 SY0036| SY0034 BEVERLY                               2.891 METERS 17155     |
 SY0036| SY1521 BEVERLY RM 2                         32.155 METERS 17612     |
 SY0036| SY0037 BEVERLY 2 RM 3                       22.869 METERS 27040     |
 SY0036|---------------------------------------------------------------------|
 SY0036
 SY0036                          SUPERSEDED SURVEY CONTROL
 SY0036
 SY0036  NAD 83(1986)-  47 55 46.92208(N)    122 14 18.55471(W) AD(       ) 2
 SY0036  NAD 27      -  47 55 47.58000(N)    122 14 14.07500(W) AD(       ) 2
 SY0036  NGVD 29 (??/??/??)  188.46   (m)          618.3    (f) RESET       3  
 SY0036
 SY0036.Superseded values are not recommended for survey control.
 SY0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0036.See file dsdata.txt to determine how the superseded data were derived.
 SY0036
 SY0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5688208768(NAD 83)
 SY0036_MARKER: DS = TRIANGULATION STATION DISK
 SY0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0036_STAMPING: BEVERLY 2 1956
 SY0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0036+STABILITY: SURFACE MOTION
 SY0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0036+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2005
 SY0036
 SY0036  HISTORY     - Date     Condition        Report By
 SY0036  HISTORY     - 1956     MONUMENTED       CGS
 SY0036  HISTORY     - 1956     GOOD             CGS
 SY0036  HISTORY     - 1966     GOOD             CGS
 SY0036  HISTORY     - 1968     GOOD             CGS
 SY0036  HISTORY     - 1969     GOOD             CGS
 SY0036  HISTORY     - 1972     GOOD             LOCENG
 SY0036  HISTORY     - 1988     GOOD             USPSQD
 SY0036  HISTORY     - 20050826 GOOD             GEOCAC
 SY0036
 SY0036                          STATION DESCRIPTION
 SY0036
 SY0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FGJ)
 SY0036'THE STATION IS ABOUT 3 MILES SOUTH-SOUTHWEST FROM DOWNTOWN EVERETT,
 SY0036'3 MILES SOUTH-SOUTHEAST FROM MUKILTEO, 1/2 MILE WEST FROM U.S. 99
 SY0036'(W) AND 150 YARDS WEST FROM UPPER RIDGE ROAD.  IT IS ON TRACT NO.
 SY0036'60 PROPERTY OWNED BY THE SNOHOMISH COUNTY PUBLIC UTILITY DISTRICT
 SY0036'NO. 1.
 SY0036'
 SY0036'TO REACH THE STATION FROM THE INTERSECTION OF HEWITT AVENUE AND
 SY0036'U.S. 99 (W) IN EVERETT GO SOUTH ON U.S. HIGHWAY 99 (W) TO THE
 SY0036'INTERSECTION OF SOUTH 68TH STREET.  TURN RIGHT (WEST) AND GO TO THE
 SY0036'INTERSECTION OF LOWER RIDGE ROAD.  TURN LEFT (SOUTH) AND GO TO THE
 SY0036'END OF LOWER RIDGE ROAD.  TURN RIGHT (WEST) AND PROCEED TO THE
 SY0036'INTERSECTION OF UPPER RIDGE ROAD.  CROSS THIS INTERSECTION WITH
 SY0036'A SLIGHT JOG TO THE LEFT (SOUTH) AND PROCEED UP A 40 FT. WIDE
 SY0036'COUNTY HIGHWAY EASEMENT TO THE PROPERTY UPON WHICH THE STATION IS
 SY0036'LOCATED.
 SY0036'
 SY0036'THE SNOHOMISH COUNTY PUBLIC UTILITY DISTRICT PLANS TO ERECT A ONE
 SY0036'MILLION GALLON ELEVATED TANK ON THIS PROPERTY AND AFTER CONSTRUCTION
 SY0036'IS COMPLETED (THE SPRING OF 1957) THE PROPERTY WILL BE FENCED IN
 SY0036'AND THE GATE LOCKED.  IT WILL BE POSSIBLE TO GET THE KEY BY
 SY0036'CONTACTING THE SNOHOMISH COUNTY PUBLIC UTILITY DISTRICT OFFICE IN
 SY0036'EVERETT.
 SY0036'
 SY0036'THE STATION IS LOCATED APPROXIMATELY 3 FT. SOUTH OF THE NORTH
 SY0036'BOUNDRY OF THE PROPERTY AND APPROXIMATELY 52 FT. WEST OF THE EAST
 SY0036'BOUNDRY.  THE STATION MARK IS A STANDARD DISK STAMPED BEVERLY 2
 SY0036'1956 SET IN AN 11 INCH DIAMETER CONCRETE POST PROJECTING ABOUT 4
 SY0036'INCHES ABOVE THE SURFACE OF THE GROUND.  THE SUB-SURFACE MARK IS
 SY0036'ABOUT 3-1/2 FT. BELOW THE SURFACE.
 SY0036'
 SY0036'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BEVERLY NO. 1
 SY0036'1941 SET IN A 1-FOOT SQUARE CONCRETE POST PROJECTING ABOUT
 SY0036'4-IN. ABOVE GROUND SURFACE.  IT IS 1/2-FOOT LOWER THAN THE STATION
 SY0036'AND IS MARKED BY A WITNESS POST.
 SY0036'
 SY0036'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BEVERLY NO. 2
 SY0036'1941 SET IN A 1-FOOT SQUARE CONCRETE POST PROJECTING ABOUT
 SY0036'4-IN. ABOVE GROUND SURFACE.  IT IS ABOUT 1 1/2-FEET LOWER THAN THE
 SY0036'STATION AND IS MARKED BY A WITNESS POST.
 SY0036'
 SY0036'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BEVERLY 2 NO. 3
 SY0036'1956 SET IN AN 11 INCH DIAMETER CONCRETE POST PROJECTING ABOUT
 SY0036'4-IN. ABOVE GROUND SURFACE.  IT IS ABOUT 3 FEET LOWER THAN THE
 SY0036'STATION.
 SY0036
 SY0036                          STATION RECOVERY (1956)
 SY0036
 SY0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 SY0036'3 MI SSW FROM EVERETT.
 SY0036'SOUTH ALONG U.S. HIGHWAY 99(W) FROM THE INTERSECTION OF HEWITT AVENUE
 SY0036'IN EVERETT TO THE INTERSECTION OF S 68TH STREET, THENCE WEST TO THE
 SY0036'INTERSECTION OF LOWER RIDGE ROAD, THENCE SOUTH TO THE END OF LOWER
 SY0036'RIDGE ROAD, THENCE WEST TO THE INTERSECTION OF UPPER RIDGE ROAD, CROSS
 SY0036'UPPER RIDGE ROAD AND UP A 40 FT. WIDE COUNTY HIGHWAY EASEMENT TO THE
 SY0036'PROPERTY ON WHICH THE MARK IS LOCATED (OWNED BY SNOHOMISH COUNTY
 SY0036'PUBLIC UTILITY DISTRICT NO. 1).  THE P.U.D. PLAN TO ERECT A FENCE
 SY0036'AROUND THIS PROPERTY AND THE GATE WILL BE LOCKED.  ENTRANCE MAY BE
 SY0036'GAINED BY CONTACTING THE P.U.D. OFFICE IN EVERETT.  THE MARK IS 3 FT.
 SY0036'S OF THE N BOUNDRY OF THE PROPERTY AND ABOUT 52 FT. W OF THE E
 SY0036'BOUNDRY, IS SET IN AN 11-IN. DIAMETER CONCRETE POST PROJECTING ABOUT 4
 SY0036'IN. ABOVE THE GROUND.
 SY0036
 SY0036                          STATION RECOVERY (1966)
 SY0036
 SY0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SY0036'THE STATION AND R.M. BEVERLY NO.1 1941 WERE RECOVERED IN GOOD
 SY0036'CONDITION AS ORIGINALLY DESCRIBED.  THE SNOHOMISH COUNTY PUBLIC
 SY0036'UTILITY DISTRICT WATER TANK IS ACCESSIBLE FROM UPPER RIDGE RD. BY
 SY0036'76TH ST. SW.
 SY0036
 SY0036                          STATION RECOVERY (1968)
 SY0036
 SY0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY0036'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 SY0036'WERE RECOVERED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 SY0036'
 SY0036'THE STATION IS ABOUT 4 MILES SOUTH-SOUTHWEST OF EVERETT, 1-1/4
 SY0036'MILES EAST OF THE BOEING PLANT AND AT THE SITE OF A LARGE WATER
 SY0036'TANK WHICH SETS ON THE GROUND, IS ABOUT 30 FEET HIGH AND BELONGS
 SY0036'TO THE SNOHOMISH COUNTY PUBLIC UTILITY DISTRICT.
 SY0036'
 SY0036'THE STATION MARK, STAMPED BEVERLY 2 1956, IS A STANDARD DISK SET
 SY0036'IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 70 FEET
 SY0036'EAST OF THE NORTHWEST CORNER OF THE FENCE AROUND THE WATER TANK,
 SY0036'15 FEET NORTH OF THE FENCE AND ON THE UPPER EDGE OF THE 4-FOOT CUT
 SY0036'BANK.
 SY0036'
 SY0036'REFERENCE MARK NO. 1, STAMPED BEVERLY NO 1 1941, IS A STANDARD
 SY0036'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 SY0036'IS 18.5 FEET WEST OF THE PROJECTED EAST SIDE OF THE FENCE AROUND
 SY0036'THE TANK, 17 FEET NORTH OF THE FENCE, 1 FOOT NORTH OF A FOOT PATH
 SY0036'AND ON THE UPPER EDGE OF THE 4-FOOT CUT BANK.
 SY0036'
 SY0036'REFERENCE MARK NO. 3, STAMPED BEVERLY 2 NO 3 1956, IS A STANDARD
 SY0036'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 18
 SY0036'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FENCE AND 7 FEET
 SY0036'WEST OF THE PROJECTED WEST SIDE OF THE FENCE.
 SY0036'
 SY0036'PREVIOUS DESCRIPTION GIVES REFERENCE MARK NO. 1 AS 79.7 FEET EAST
 SY0036'OF THE STATION.  REFERENCE MARK NO. 3 AS 75.0 FEET WEST.
 SY0036'
 SY0036'TO REACH THE STATION FROM THE INTERSECTION OF EVERGREEN WAY AND
 SY0036'75TH STREET GO WEST ON 75TH STREET FOR 0.3 MILE, TURN RIGHT AND
 SY0036'GO NORTH 0.1 MILE, TURN LEFT AND GO WEST ON 74TH STREET FOR 0.15
 SY0036'MILE, TURN LEFT AND GO SOUTH 0.15 MILE, GO WEST 0.2 MILE ON 76TH
 SY0036'ST. TO UPPER RIDGE ROAD.  CONTINUE WEST AND NORTH 0.15 MILE TO
 SY0036'THE NORTHWEST CORNER OF THE FENCE AROUND THE TANK AND THE
 SY0036'STATION.
 SY0036
 SY0036                          STATION RECOVERY (1969)
 SY0036
 SY0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 SY0036'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 SY0036'STATION IS OUTSIDE THE FENCED ENCLOSURE AROUND THE TANK.
 SY0036'
 SY0036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY0036'AT BEVERLY PARK.
 SY0036
 SY0036                          STATION RECOVERY (1972)
 SY0036
 SY0036'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KG)
 SY0036'RECOVERED BY JONES ASSOC.
 SY0036'
 SY0036'BEVERLY 2 1956 EXCELLENT
 SY0036'
 SY0036'BEVERLY 2 IS NORTH OF AN EXISTING FENCE AND OUTSIDE OF FENCE ON
 SY0036'TOP OF CUT 8 FT + OR - HIGHER THAN LEVEL GROUND AROUND THE WATER
 SY0036'TANK.
 SY0036
 SY0036                          STATION RECOVERY (1988)
 SY0036
 SY0036'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAK)
 SY0036'RECOVERED IN GOOD CONDITION.
 SY0036
 SY0036                          STATION RECOVERY (2005)
 SY0036
 SY0036'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY0036'NEW HOUSING IN THE AREA IS ACCESSED BY AN AS YET UNNAMED STREET. IF
 SY0036'CURRENT NAMING CONVENTIONS ARE FOLLOWED, IT WILL BE 75TH PLACE. FOLLOW
 SY0036'THIS STREET WEST TO THE NORTH SIDE OF THE WATER TANK AND THE STATION
 SY0036'ON THE LEFT, ABOUT ONE FOOT SOUTH OF A CONCRETE 4X4 POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0037 ***********************************************************************
 SY0037  DESIGNATION -  BEVERLY 2 RM 3
 SY0037  PID         -  SY0037
 SY0037  STATE/COUNTY-  WA/SNOHOMISH
 SY0037  USGS QUAD   -  EVERETT (1973)
 SY0037
 SY0037                         *CURRENT SURVEY CONTROL
 SY0037  ___________________________________________________________________
 SY0037* NAD 83(1986)-  47 55 46.     (N)    122 14 19.     (W)     SCALED    
 SY0037* NAVD 88     -       215.78   (meters)     707.9    (feet)  RESET     
 SY0037  ___________________________________________________________________
 SY0037  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0037
 SY0037  VERT ORDER  -  THIRD
 SY0037
 SY0037.The horizontal coordinates were scaled from a topographic map and have
 SY0037.an estimated accuracy of +/- 6 seconds.
 SY0037
 SY0037.The orthometric height was computed from unverified reset data.
 SY0037.No vertical observational check was made to the station.
 SY0037
 SY0037.The geoid height was determined by GEOID03.
 SY0037
 SY0037;                    North         East    Units  Estimated Accuracy
 SY0037;SPC WA N     -   104,300.      395,000.      MT  (+/- 180 meters Scaled)
 SY0037
 SY0037                          SUPERSEDED SURVEY CONTROL
 SY0037
 SY0037  NGVD 29 (??/??/??)  187.56   (m)          615.4    (f) RESET       3  
 SY0037
 SY0037.Superseded values are not recommended for survey control.
 SY0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0037.See file dsdata.txt to determine how the superseded data were derived.
 SY0037
 SY0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU568087(NAD 83)
 SY0037_MARKER: DR = REFERENCE MARK DISK
 SY0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0037_STAMPING: BEVERLY 2 NO 3 1956
 SY0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0037+STABILITY: SURFACE MOTION
 SY0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0037+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2005
 SY0037
 SY0037  HISTORY     - Date     Condition        Report By
 SY0037  HISTORY     - 1956     MONUMENTED       CGS
 SY0037  HISTORY     - 20050826 GOOD             GEOCAC
 SY0037
 SY0037                          STATION DESCRIPTION
 SY0037
 SY0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0037'3 MI SSW FROM EVERETT.
 SY0037'75 FEET WEST OF TRIANGULATION STATION BEVERLY 2 (DESCRIPTION SUBMITTED
 SY0037'HEREWITH) AND 1 FOOT SOUTH OF NORTH BOUNDRY OF THE PROPERTY. THE MARK
 SY0037'IS SET IN AN 11 INCH DIAMETER CONCRETE POST PROJECTING ABOUT 4 INCHES
 SY0037'ABOVE THE GROUND.
 SY0037
 SY0037                          STATION RECOVERY (2005)
 SY0037
 SY0037'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY0037'NEW HOUSING IN THE AREA IS ACCESSED BY AN AS YET UNNAMED ACCESS
 SY0037'STREET. IF CURRENT NAMING CONVENTIONS ARE FOLLOWED, IT WILL BE 75TH
 SY0037'PLACE. FOLLOW THIS STREET WEST TO THE NORTH SIDE OF THE WATER TANK.
 SY0037'REFERENCE MARK IS ON THE PRIVATE PROPERTY AT THE END OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2434 ***********************************************************************
 SA2434  DESIGNATION -  BEVERLY RAILROAD WATER TANK
 SA2434  PID         -  SA2434
 SA2434  STATE/COUNTY-  WA/GRANT
 SA2434  USGS QUAD   -  BEVERLY (1965)
 SA2434
 SA2434                         *CURRENT SURVEY CONTROL
 SA2434  ___________________________________________________________________
 SA2434* NAD 83(1991)-  46 50 14.82758(N)    119 55 53.49161(W)     ADJUSTED  
 SA2434* NAVD 88     -                                                        
 SA2434  ___________________________________________________________________
 SA2434  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 SA2434  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SA2434
 SA2434  HORZ ORDER  -  THIRD
 SA2434
 SA2434.The horizontal coordinates were established by classical geodetic methods
 SA2434.and adjusted by the National Geodetic Survey in December 1991..
 SA2434
 SA2434
 SA2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2434
 SA2434.The geoid height was determined by GEOID03.
 SA2434
 SA2434;                    North         East     Units Scale Factor Converg.
 SA2434;SPC WA S     -   167,340.335   543,363.191   MT  0.99992428   +0 24 46.6
 SA2434;SPC WA S     -   549,015.75  1,782,684.07   sFT  0.99992428   +0 24 46.6
 SA2434;UTM  11      - 5,191,274.078   276,460.219   MT  1.00021422   -2 08 21.1
 SA2434;UTM  10      - 5,191,673.257   733,982.043   MT  1.00027295   +2 14 21.1
 SA2434
 SA2434                          SUPERSEDED SURVEY CONTROL
 SA2434
 SA2434  NAD 83(1986)-  46 50 14.83761(N)    119 55 53.48043(W) AD(       ) 4
 SA2434  NAD 27      -  46 50 15.36500(N)    119 55 49.31100(W) AD(       ) 3
 SA2434
 SA2434.Superseded values are not recommended for survey control.
 SA2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2434.See file dsdata.txt to determine how the superseded data were derived.
 SA2434
 SA2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM7646091274(NAD 83)
 SA2434_MARKER: 53 = ELEVATED TANK
 SA2434
 SA2434  HISTORY     - Date     Condition        Report By
 SA2434  HISTORY     - 1948     FIRST OBSERVED   CGS
 SA2434  HISTORY     - 1967     MARK NOT FOUND   CGS
 SA2434
 SA2434                          STATION DESCRIPTION
 SA2434
 SA2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SA2434'LOCATED BY INTERSECTION.
 SA2434'
 SA2434'THE TANK IS LOCATED ALONG THE CHICAGO-MILWAUKEE RAILROAD, ABOUT
 SA2434'1/4 MILE NORTH OF THE CENTER OF BEVERLY, ABOUT 31 PACES NORTH OF
 SA2434'THE WATER FUELING STATION FOR THE RAILROAD, ABOUT 30 PACES EAST
 SA2434'OF A BLACK TANK, ABOUT 15 PACES WEST OF A WHITE HOUSE, ABOUT 8
 SA2434'PACES EAST OF THE WHITE PUMPING HOUSE AND IS A WHITE AND BLACK
 SA2434'TANK AND OF WOOD STRUCTURE.
 SA2434'
 SA2434'IT IS ABOUT 50 FEET HIGH, AND ABOUT 15 FEET IN DIAMETER AND
 SA2434'SUPPORTED BY FOUR LEGS.  THE APEX WAS INTERSECTED.
 SA2434
 SA2434                          STATION RECOVERY (1967)
 SA2434
 SA2434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA2434'THE STATION WAS NOT FOUND.  THERE ARE NO ELEVATED TANKS IN THIS
 SA2434'AREA AT THE PRESENT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0035 ***********************************************************************
 SY0035  DESIGNATION -  BEVERLY RM 1
 SY0035  PID         -  SY0035
 SY0035  STATE/COUNTY-  WA/SNOHOMISH
 SY0035  USGS QUAD   -  EVERETT (1973)
 SY0035
 SY0035                         *CURRENT SURVEY CONTROL
 SY0035  ___________________________________________________________________
 SY0035* NAD 83(1986)-  47 55 46.     (N)    122 14 18.     (W)     SCALED    
 SY0035* NAVD 88     -       189.449  (meters)     621.55   (feet)  ADJUSTED  
 SY0035  ___________________________________________________________________
 SY0035  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0035  DYNAMIC HT  -         189.475 (meters)     621.64  (feet)  COMP
 SY0035  MODELED GRAV-     980,742.9   (mgal)                       NAVD 88
 SY0035
 SY0035  VERT ORDER  -  FIRST     CLASS II
 SY0035
 SY0035.The horizontal coordinates were scaled from a topographic map and have
 SY0035.an estimated accuracy of +/- 6 seconds.
 SY0035
 SY0035.The orthometric height was determined by differential leveling
 SY0035.and adjusted by the National Geodetic Survey in June 1991..
 SY0035
 SY0035.The geoid height was determined by GEOID03.
 SY0035
 SY0035.The dynamic height is computed by dividing the NAVD 88
 SY0035.geopotential number by the normal gravity value computed on the
 SY0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0035.degrees latitude (g = 980.6199 gals.).
 SY0035
 SY0035.The modeled gravity was interpolated from observed gravity values.
 SY0035
 SY0035;                    North         East    Units  Estimated Accuracy
 SY0035;SPC WA N     -   104,300.      395,020.      MT  (+/- 180 meters Scaled)
 SY0035
 SY0035                          SUPERSEDED SURVEY CONTROL
 SY0035
 SY0035  NGVD 29 (??/??/??)  188.324  (m)          617.86   (f) ADJUSTED    1 2
 SY0035
 SY0035.Superseded values are not recommended for survey control.
 SY0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0035.See file dsdata.txt to determine how the superseded data were derived.
 SY0035
 SY0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU568087(NAD 83)
 SY0035_MARKER: DR = REFERENCE MARK DISK
 SY0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0035_STAMPING: BEVERLY NO.1 1941
 SY0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0035+STABILITY: SURFACE MOTION
 SY0035
 SY0035  HISTORY     - Date     Condition        Report By
 SY0035  HISTORY     - 1941     MONUMENTED       CGS
 SY0035  HISTORY     - 1947     GOOD             CGS
 SY0035  HISTORY     - 1956     GOOD             CGS
 SY0035  HISTORY     - 20050826 MARK NOT FOUND   GEOCAC
 SY0035
 SY0035                          STATION DESCRIPTION
 SY0035
 SY0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0035'4.5 MI S FROM EVERETT.
 SY0035'3.6 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE SOUTH JUNIOR HIGH
 SY0035'SCHOOL AT EVERETT, THENCE 0.4 MILE WEST ALONG MUKILTEO ROAD, THENCE
 SY0035'0.5 MILE NORTH ALONG A COUNTY GRAVEL ROAD, THENCE ABOUT 125 YARDS WEST
 SY0035'TO THE TOP OF A BRUSH-COVERED RIDGE, 79.0 FEET EAST OF BEVERLY, 20
 SY0035'FEET SOUTHWEST OF A 10-INCH DEAD SNAG, 1 FOOT SOUTH OF A FENCE LINE,
 SY0035'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 SY0035'GROUND.  WITNESS POST SET 3 FEET WEST OF THE MARK.
 SY0035
 SY0035                          STATION RECOVERY (1956)
 SY0035
 SY0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 SY0035'RECOVERED IN GOOD CONDITION.
 SY0035
 SY0035                          STATION RECOVERY (2005)
 SY0035
 SY0035'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY0035'NEW HOUSING IN THE AREA.  MARK MAY BE BURIED UNDER NEW LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0199 ***********************************************************************
 TQ0199  DESIGNATION -  BF
 TQ0199  PID         -  TQ0199
 TQ0199  STATE/COUNTY-  WA/WHATCOM
 TQ0199  USGS QUAD   -  ROSS DAM (1971)
 TQ0199
 TQ0199                         *CURRENT SURVEY CONTROL
 TQ0199  ___________________________________________________________________
 TQ0199* NAD 83(1986)-  48 43 10.     (N)    121 06 46.     (W)     SCALED    
 TQ0199* NAVD 88     -       397.835  (meters)    1305.23   (feet)  ADJUSTED  
 TQ0199  ___________________________________________________________________
 TQ0199  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 TQ0199  DYNAMIC HT  -         397.888 (meters)    1305.40  (feet)  COMP
 TQ0199  MODELED GRAV-     980,734.6   (mgal)                       NAVD 88
 TQ0199
 TQ0199  VERT ORDER  -  FIRST     CLASS II
 TQ0199
 TQ0199.The horizontal coordinates were scaled from a topographic map and have
 TQ0199.an estimated accuracy of +/- 6 seconds.
 TQ0199
 TQ0199.The orthometric height was determined by differential leveling
 TQ0199.and adjusted by the National Geodetic Survey in June 1991..
 TQ0199
 TQ0199.The geoid height was determined by GEOID03.
 TQ0199
 TQ0199.The dynamic height is computed by dividing the NAVD 88
 TQ0199.geopotential number by the normal gravity value computed on the
 TQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0199.degrees latitude (g = 980.6199 gals.).
 TQ0199
 TQ0199.The modeled gravity was interpolated from observed gravity values.
 TQ0199
 TQ0199;                    North         East    Units  Estimated Accuracy
 TQ0199;SPC WA N     -   191,220.      479,440.      MT  (+/- 180 meters Scaled)
 TQ0199
 TQ0199                          SUPERSEDED SURVEY CONTROL
 TQ0199
 TQ0199  NGVD 29 (??/??/92)  396.618  (m)         1301.24   (f) ADJ UNCH    1 2
 TQ0199
 TQ0199.Superseded values are not recommended for survey control.
 TQ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0199.See file dsdata.txt to determine how the superseded data were derived.
 TQ0199
 TQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU388979(NAD 83)
 TQ0199_MARKER: N = NAIL
 TQ0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0199_SP_SET: PINE TREE
 TQ0199_STAMPING: BF
 TQ0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0199
 TQ0199  HISTORY     - Date     Condition        Report By
 TQ0199  HISTORY     - UNK      MONUMENTED       CGS
 TQ0199  HISTORY     - 1958     GOOD             NGS
 TQ0199
 TQ0199                          STATION DESCRIPTION
 TQ0199
 TQ0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0199'1.25 MI NE FROM DIABLO DAM.
 TQ0199'0.9 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE NORTHWEST END OF
 TQ0199'DIABLO DAM, THENCE 0.25 MILE NORTHEAST THROUGH DIABLO LAKE RESORT
 TQ0199'ALONG A TRACK ROAD, THENCE 0.1 MILE NORTHEAST ALONG DIABLO TRAIL 300,
 TQ0199'IN TOP OF A ROOT ON THE NORTH SIDE OF A 36-INCH PINE TREE BEARING A
 TQ0199'YELLOW PAINTED TRIANGULAR BLAZE, 600 PACES SOUTHWEST OF BENCH MARK 6
 TQ0199'AA (USGS), 5 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, 100 FEET WEST
 TQ0199'OF THE CENTER OF THE CROSSING OF A CREEK, 93 FEET EAST OF THE CENTER
 TQ0199'OF THE CROSSING OF A CREEK, 9 FEET EAST OF A 6-FOOT HIGH LONE OUTCROP,
 TQ0199'1 FOOT HIGHER THAN THE TRAIL AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH6997 ***********************************************************************
 AH6997  HT_MOD      -  This is a Height Modernization Survey Station.
 AH6997  DESIGNATION -  BHUX
 AH6997  PID         -  AH6997
 AH6997  STATE/COUNTY-  WA/GRAYS HARBOR
 AH6997  USGS QUAD   -  MOCLIPS (1994)
 AH6997
 AH6997                         *CURRENT SURVEY CONTROL
 AH6997  ___________________________________________________________________
 AH6997* NAD 83(1998)-  47 10 31.95744(N)    124 11 42.20225(W)     ADJUSTED  
 AH6997* NAVD 88     -         5.96   (meters)      19.6    (feet)  GPS OBS   
 AH6997  ___________________________________________________________________
 AH6997  X           -  -2,441,032.782 (meters)                     COMP
 AH6997  Y           -  -3,592,537.420 (meters)                     COMP
 AH6997  Z           -   4,655,038.921 (meters)                     COMP
 AH6997  LAPLACE CORR-           8.66  (seconds)                    DEFLEC99
 AH6997  ELLIP HEIGHT-         -18.57  (meters)          (07/03/01) GPS OBS
 AH6997  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AH6997
 AH6997  HORZ ORDER  -  FIRST
 AH6997  ELLP ORDER  -  FIFTH     CLASS I
 AH6997
 AH6997.The horizontal coordinates were established by GPS observations
 AH6997.and adjusted by the National Geodetic Survey in July 2001..
 AH6997.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AH6997.DATUM ITEM on the data sheet items page.
 AH6997
 AH6997.The orthometric height was determined by GPS observations and a
 AH6997.high-resolution geoid model using precise GPS observation and
 AH6997.processing techniques.
 AH6997
 AH6997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6997
 AH6997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6997
 AH6997.The ellipsoidal height was determined by GPS observations
 AH6997.and is referenced to NAD 83.
 AH6997
 AH6997.The geoid height was determined by GEOID03.
 AH6997
 AH6997;                    North         East     Units Scale Factor Converg.
 AH6997;SPC WA S     -   211,327.486   220,002.073   MT  0.99996772   -2 41 02.7
 AH6997;SPC WA S     -   693,330.26    721,790.13   sFT  0.99996772   -2 41 02.7
 AH6997;UTM  10      - 5,225,364.656   409,443.658   MT  0.99970078   -0 52 35.6
 AH6997
 AH6997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6997!SPC WA S     -   1.00000291  x   0.99996772  =   0.99997063
 AH6997!UTM  10      -   1.00000291  x   0.99970078  =   0.99970369
 AH6997
 AH6997                          SUPERSEDED SURVEY CONTROL
 AH6997
 AH6997  NAD 83(1991)-  47 10 31.95563(N)    124 11 42.20405(W) AD(       ) 1
 AH6997  ELLIP H (01/20/99)  -18.55   (m)                       GP(       ) 3 2
 AH6997
 AH6997.Superseded values are not recommended for survey control.
 AH6997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6997.See file dsdata.txt to determine how the superseded data were derived.
 AH6997
 AH6997_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT0944425365(NAD 83)
 AH6997_MARKER: I = METAL ROD
 AH6997_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH6997_STAMPING: BHUX 1997
 AH6997_MARK LOGO: NGS   
 AH6997_PROJECTION: RECESSED 10 CENTIMETERS
 AH6997_MAGNETIC: I = MARKER IS A STEEL ROD
 AH6997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH6997+STABILITY: POSITION/ELEVATION WELL
 AH6997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6997+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2002
 AH6997_ROD/PIPE-DEPTH: 10   meters
 AH6997
 AH6997  HISTORY     - Date     Condition        Report By
 AH6997  HISTORY     - 1997     MONUMENTED       NGS
 AH6997  HISTORY     - 20010427 GOOD             WADOE
 AH6997  HISTORY     - 20020427 GOOD             WADT
 AH6997
 AH6997                          STATION DESCRIPTION
 AH6997
 AH6997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RCD)
 AH6997'DESCRIBED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (RCD) FROM THE
 AH6997'INTERSECTION OF SR 109 AND OCEAN BEACH ROAD IN PACIFIC BEACH GO SOUTH
 AH6997'ON SR 109 FOR 3.4 MILES (5.5 KM) TO THE ROOSEVELT BEACH ACCESS ROAD ON
 AH6997'RIGHT OR, FROM THE COPALIS RIVER BRIDGE IN COPALIS CROSSING, GO NORTH
 AH6997'ON SR 109 4.7 MILES (7.6 KM) TO THE ROOSEVELT BEACH ACCESS ROAD ON
 AH6997'LEFT.  TURN WEST GO TO THE BEACH ACCESS PARKING AREA AND A WOOD FRAME
 AH6997'RESTROOM ON THE NORTH SIDE OF LOT.  THE STATION IS 3 M (9.8 FT) WEST
 AH6997'OF THE NORTHWEST CORNER OF THE BATHROOM AND 1 M (3.3 FT) NORTH OF AN
 AH6997'EXTENDED EAST/WEST LINE FORMED BY THE NORTH SIDE OF THE BATHROOM, OR
 AH6997'77 M (252.6 FT) WEST OF THE CENTERLINE OF SR 109 AND 7.25 M (23.79 FT)
 AH6997'NORTH OF THE CENTERLINE OF THE ROOSEVELT BEACH ACCESS ROAD.  THE
 AH6997'STATION IS A STAINLESS STEEL ROD DRIVEN 104 FT. (31.7 M) ACCESS TO THE
 AH6997'DATUM POINT IS HAD THROUGH A 5-INCH STANDARD NGS LOGO CAP THAT IS
 AH6997'STAMPED BHUX 1997.
 AH6997
 AH6997                          STATION RECOVERY (2001)
 AH6997
 AH6997'RECOVERY NOTE BY WA STATE DEPT ECOLOGY 2001 (RCD)
 AH6997'STATION IS 83 M WEST OF THE WEST EDGE OF SR 109, 8.0 M NORTH OF THE
 AH6997'CENTERLINE OF A PAVED BEACH ACCESS ROAD, 4 M WEST OF THE NW CORNER OF
 AH6997'A CONCRETE PAD FOR RESTROOM, AND 5.7 M EAST OF THE NORTH EDGE OF A WA
 AH6997'STATE PARKS SIGN. ORANGE WITNESS POSTS ARE SET 0.8 M NORTH AND 0.8 M
 AH6997'SOUTH OF THE STATION.
 AH6997
 AH6997                          STATION RECOVERY (2002)
 AH6997
 AH6997'RECOVERY NOTE BY WA DEPT OF TRANSP 2002 (RCD)
 AH6997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1098 ***********************************************************************
 SB1098  DESIGNATION -  BICKLETON
 SB1098  PID         -  SB1098
 SB1098  STATE/COUNTY-  WA/KLICKITAT
 SB1098  USGS QUAD   -  POISEL BUTTE SW (1965)
 SB1098
 SB1098                         *CURRENT SURVEY CONTROL
 SB1098  ___________________________________________________________________
 SB1098* NAD 83(1991)-  46 01 14.75347(N)    120 25 05.85364(W)     ADJUSTED  
 SB1098* NAVD 88     -      1285.     (meters)    4216.     (feet)  SCALED    
 SB1098  ___________________________________________________________________
 SB1098  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 SB1098  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 SB1098
 SB1098  HORZ ORDER  -  FIRST
 SB1098
 SB1098.The horizontal coordinates were established by classical geodetic methods
 SB1098.and adjusted by the National Geodetic Survey in December 1991..
 SB1098
 SB1098.The orthometric height was scaled from a topographic map.
 SB1098
 SB1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1098
 SB1098.The geoid height was determined by GEOID03.
 SB1098
 SB1098;                    North         East     Units Scale Factor Converg.
 SB1098;SPC WA S     -    76,411.294   506,326.714   MT  0.99996278   +0 03 33.7
 SB1098;SPC WA S     -   250,692.72  1,661,173.56   sFT  0.99996278   +0 03 33.7
 SB1098;UTM  10      - 5,099,595.377   699,830.454   MT  1.00009092   +1 51 30.2
 SB1098
 SB1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1098!SPC WA S     -   0.99980178  x   0.99996278  =   0.99976457
 SB1098!UTM  10      -   0.99980178  x   1.00009092  =   0.99989268
 SB1098
 SB1098|---------------------------------------------------------------------|
 SB1098| PID    Reference Object                     Distance      Geod. Az  |
 SB1098|                                                           dddmmss.s |
 SB1098| CF4491 BICKLETON RM 1                       10.189 METERS 10057     |
 SB1098| CF4492 BICKLETON RM 2                       16.175 METERS 22612     |
 SB1098| CF4490 BICKLETON AZ MK                                    2614225.3 |
 SB1098|---------------------------------------------------------------------|
 SB1098
 SB1098                          SUPERSEDED SURVEY CONTROL
 SB1098
 SB1098  NAD 83(1991)-  46 01 14.75383(N)    120 25 05.85324(W) AD(       ) 1
 SB1098  NAD 83(1986)-  46 01 14.76290(N)    120 25 05.84406(W) AD(       ) 1
 SB1098  NAD 27      -  46 01 15.30400(N)    120 25 01.64800(W) AD(       ) 1
 SB1098
 SB1098.Superseded values are not recommended for survey control.
 SB1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1098.See file dsdata.txt to determine how the superseded data were derived.
 SB1098
 SB1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9983099595(NAD 83)
 SB1098_MARKER: DS = TRIANGULATION STATION DISK
 SB1098_SETTING: 0 = UNSPECIFIED SETTING
 SB1098
 SB1098  HISTORY     - Date     Condition        Report By
 SB1098  HISTORY     - 1941     MONUMENTED       CGS
 SB1098
 SB1098                          STATION DESCRIPTION
 SB1098
 SB1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SB1098'STATION IS LOCATED ON THE HIGHEST POINT OF A BARE, ROCKY-TOP HILL,
 SB1098'HAVING BIG TIMBER ON THE W, N, AND E SIDES, AND LYING ABOUT 5-1/2
 SB1098'MILES NW OF BICKLETON ON TOP OF THE MAIN DIVIDE OF THE HORSE HEAVEN
 SB1098'HILLS.  IT IS 42.5 FEET N OF THE E-W FENCE.
 SB1098'
 SB1098'STATION MARK IS A STANDARD BRONZE DISK SET IN THE BELL OF A 2-INCH
 SB1098'SEWER PIPE.
 SB1098'
 SB1098'REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN BOULDERS.
 SB1098'
 SB1098'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE BELL OF A 2-INCH
 SB1098'SEWER PIPE, 0.4 MILE W OF THE STATION, 110 FEET N OF THE ROAD AND
 SB1098'20 FEET N OF THE FENCE.
 SB1098'
 SB1098'REACHED FROM THE POST OFFICE IN BICKLETON BY GOING W ON THE MAIN
 SB1098'HIGHWAY 0.4 MILE, THENCE TAKE A RIGHT FORK AND GO W AND N ON A GRADED
 SB1098'ROAD 2.0 MILES TO A T-INTERSECTION.  TURN LEFT, W, ON SECTION LINE
 SB1098'ROAD 3.3 MILES.  TURN RIGHT, N, CROSS CATTLE GUARD AND GO NW ON
 SB1098'MAIN-TRAVELED ROAD 0.9 MILE AND CROSS ANOTHER CATTLE GUARD.  TAKE
 SB1098'LEFT FORK AND GO W ALONG THE TOP OF THE DIVIDE 0.8 MILE.  TAKE
 SB1098'LEFT FORK AND PASS THROUGH GATE, GOING 0.5 MILE.  TURN RIGHT, OFF
 SB1098'ROAD, GO N 50 YARDS TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2877 ***********************************************************************
 RD2877  DESIGNATION -  BID
 RD2877  PID         -  RD2877
 RD2877  STATE/COUNTY-  WA/CLARK
 RD2877  USGS QUAD   -  MOUNT TABOR (1990)
 RD2877
 RD2877                         *CURRENT SURVEY CONTROL
 RD2877  ___________________________________________________________________
 RD2877* NAD 83(1991)-  45 35 49.31835(N)    122 32 36.01981(W)     ADJUSTED  
 RD2877* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 RD2877  ___________________________________________________________________
 RD2877  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 RD2877  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 RD2877
 RD2877  HORZ ORDER  -  THIRD
 RD2877
 RD2877.The horizontal coordinates were established by classical geodetic methods
 RD2877.and adjusted by the National Geodetic Survey in December 1991..
 RD2877
 RD2877.The orthometric height was scaled from a topographic map.
 RD2877
 RD2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2877
 RD2877.The geoid height was determined by GEOID03.
 RD2877
 RD2877;                    North         East     Units Scale Factor Converg.
 RD2877;SPC WA S     -    31,375.911   340,579.102   MT  1.00006192   -1 29 03.4
 RD2877;SPC WA S     -   102,939.13  1,117,383.27   sFT  1.00006192   -1 29 03.4
 RD2877;SPC OR N     -   216,523.754 2,340,600.493   MT  0.99992250   -1 26 56.8
 RD2877;SPC OR N     -   710,379.77  7,679,135.48   iFT  0.99992250   -1 26 56.8
 RD2877;UTM  10      - 5,049,378.071   535,616.135   MT  0.99961560   +0 19 34.5
 RD2877
 RD2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2877!SPC WA S     -   1.00000199  x   1.00006192  =   1.00006391
 RD2877!SPC OR N     -   1.00000199  x   0.99992250  =   0.99992449
 RD2877!UTM  10      -   1.00000199  x   0.99961560  =   0.99961758
 RD2877
 RD2877|---------------------------------------------------------------------|
 RD2877| PID    Reference Object                     Distance      Geod. Az  |
 RD2877|                                                           dddmmss.s |
 RD2877| RD2878 OUTDOOR BRICK FURNACE CHY            39.050 METERS 10826     |
 RD2877| RD2842 HOOD 2                              APPROX. 2.0 KM 1441527.2 |
 RD2877| RD2876 HOOD BAR LIGHT                      APPROX. 1.3 KM 1895016.0 |
 RD2877|---------------------------------------------------------------------|
 RD2877
 RD2877                          SUPERSEDED SURVEY CONTROL
 RD2877
 RD2877  NAD 83(1991)-  45 35 49.31835(N)    122 32 36.01981(W) AD(       ) 3
 RD2877  NAD 83(1986)-  45 35 49.33519(N)    122 32 36.02312(W) AD(       ) 3
 RD2877  NAD 27      -  45 35 49.91100(N)    122 32 31.68250(W) AD(       ) 3
 RD2877
 RD2877.Superseded values are not recommended for survey control.
 RD2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2877.See file dsdata.txt to determine how the superseded data were derived.
 RD2877
 RD2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3561649378(NAD 83)
 RD2877
 RD2877  HISTORY     - Date     Condition        Report By
 RD2877  HISTORY     - 1938     MONUMENTED       USE
 RD2877  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2877  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 RD2877
 RD2877                          STATION DESCRIPTION
 RD2877
 RD2877'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD2877'A CONCRETED 1 1/4-INCH IRON PIPE MARKED USE BID 1935 APPROXIMATELY
 RD2877'150 FEET DOWNSTREAM FROM LOWER RIVER CORNER OF SPENCER BIDDLES
 RD2877'FILBERT ORCHARD AT EDGE OF RIVER BANK.
 RD2877
 RD2877                          STATION RECOVERY (1945)
 RD2877
 RD2877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2877'THIS STATION WAS RECOVERED AS DESCRIBED BY W.M.S. IN 1938.  HOWEVER,
 RD2877'THE FOLLOWING SENTENCE SHOULD BE ADDED TO THE ORIGINAL DESCRIPTION--
 RD2877'
 RD2877'A 7-FOOT BRICK CHIMNEY IS LOCATED AT THE TOP OF THE BANK IN THE SW
 RD2877'CORNER OF THE ORCHARD, 39.05 METERS E OF THE STATION.
 RD2877
 RD2877                          STATION RECOVERY (2004)
 RD2877
 RD2877'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD2877'ORCHARD, FARM, GRILL AND STACK HAVE ALL BEEN REPLACED BY HOMES. THE
 RD2877'AREA IS NOW ROCK WORK AND GRASS. THIS STATION SHOULD BE CONSIDERED
 RD2877'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3116 ***********************************************************************
 SY3116  DESIGNATION -  BID
 SY3116  PID         -  SY3116
 SY3116  STATE/COUNTY-  WA/PIERCE
 SY3116  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3116
 SY3116                         *CURRENT SURVEY CONTROL
 SY3116  ___________________________________________________________________
 SY3116* NAD 83(1991)-  47 13 02.50758(N)    122 43 36.55296(W)     ADJUSTED  
 SY3116* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3116  ___________________________________________________________________
 SY3116  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 SY3116  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 SY3116
 SY3116  HORZ ORDER  -  SECOND
 SY3116
 SY3116.The horizontal coordinates were established by classical geodetic methods
 SY3116.and adjusted by the National Geodetic Survey in December 1991..
 SY3116
 SY3116.The orthometric height was scaled from a topographic map.
 SY3116
 SY3116.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3116
 SY3116.The geoid height was determined by GEOID03.
 SY3116
 SY3116;                    North         East     Units Scale Factor Converg.
 SY3116;SPC WA S     -   211,797.810   331,351.578   MT  0.99997553   -1 37 03.2
 SY3116;SPC WA S     -   694,873.31  1,087,109.30   sFT  0.99997553   -1 37 03.2
 SY3116;UTM  10      - 5,229,355.547   520,684.262   MT  0.99960526   +0 12 01.8
 SY3116
 SY3116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3116!SPC WA S     -   1.00000242  x   0.99997553  =   0.99997795
 SY3116!UTM  10      -   1.00000242  x   0.99960526  =   0.99960768
 SY3116
 SY3116:                Primary Azimuth Mark                     Grid Az
 SY3116:SPC WA S     -  MERIDIAN                                 182 53 14.0
 SY3116:UTM  10      -  MERIDIAN                                 181 04 09.0
 SY3116
 SY3116|---------------------------------------------------------------------|
 SY3116| PID    Reference Object                     Distance      Geod. Az  |
 SY3116|                                                           dddmmss.s |
 SY3116| SY3115 MERIDIAN                            APPROX. 1.1 KM 1811610.8 |
 SY3116| CE3362 BID RM                                6.970 METERS 28143     |
 SY3116|---------------------------------------------------------------------|
 SY3116
 SY3116                          SUPERSEDED SURVEY CONTROL
 SY3116
 SY3116  NAD 83(1986)-  47 13 02.50232(N)    122 43 36.56254(W) AD(       ) 2
 SY3116  NAD 27      -  47 13 03.15000(N)    122 43 32.09600(W) AD(       ) 2
 SY3116
 SY3116.Superseded values are not recommended for survey control.
 SY3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3116.See file dsdata.txt to determine how the superseded data were derived.
 SY3116
 SY3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2068429356(NAD 83)
 SY3116_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3116
 SY3116  HISTORY     - Date     Condition        Report By
 SY3116  HISTORY     - 1935     MONUMENTED       CGS
 SY3116  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY3116
 SY3116                          STATION DESCRIPTION
 SY3116
 SY3116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3116'STATION IS LOCATED ON THE W SIDE OF PITT PASSAGE, ABOUT 3/8 MILE
 SY3116'S OF THE SAND SPIT AND 3/4 MILE N OF MAHNCKES POINT.  STATION
 SY3116'MONUMENT IS ON GRASSY GROUND JUST BACK OF THE BEACH HIGH-WATER
 SY3116'MARK ON PROPERTY OF T.J. MYERS.  A SMALL STREAM EMPTIES INTO THE
 SY3116'BEACH NEAR STATION.  MONUMENT PROJECTS A FEW INCHES ABOVE GROUND.
 SY3116'
 SY3116'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3116'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY3116'
 SY3116'REFERENCE MARK IS BACK OF STATION ON SLIGHTLY HIGHER GROUND.
 SY3116
 SY3116                          STATION RECOVERY (1952)
 SY3116
 SY3116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 SY3116'STATION MONUMENT WITH MARK WAS FOUND LYING ON ITS SIDE ABOUT 30
 SY3116'FEET SW OF ITS DESCRIBED LOCATION.  IT IS BELIEVED TO HAVE BEEN
 SY3116'WASHED OUT.  THE STATION IS DEFINITELY LOST.  THE REFERENCE MARK
 SY3116'ALSO COULD NOT BE FOUND AND IS PROBABLY LOST.  EROSION IS VERY
 SY3116'ACTIVE IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0673 ***********************************************************************
 SX0673  DESIGNATION -  BIG
 SX0673  PID         -  SX0673
 SX0673  STATE/COUNTY-  WA/KITTITAS
 SX0673  USGS QUAD   -  RONALD (1989)
 SX0673
 SX0673                         *CURRENT SURVEY CONTROL
 SX0673  ___________________________________________________________________
 SX0673* NAD 83(1991)-  47 12 36.34056(N)    121 06 05.19071(W)     ADJUSTED  
 SX0673* NAVD 88     -       641.966  (meters)    2106.18   (feet)  ADJUSTED  
 SX0673  ___________________________________________________________________
 SX0673  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 SX0673  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 SX0673  DYNAMIC HT  -         641.962 (meters)    2106.17  (feet)  COMP
 SX0673  MODELED GRAV-     980,586.7   (mgal)                       NAVD 88
 SX0673
 SX0673  HORZ ORDER  -  THIRD
 SX0673  VERT ORDER  -  SECOND    CLASS 0
 SX0673
 SX0673.The horizontal coordinates were established by classical geodetic methods
 SX0673.and adjusted by the National Geodetic Survey in December 1991..
 SX0673
 SX0673.The orthometric height was determined by differential leveling
 SX0673.and adjusted by the National Geodetic Survey in June 1991..
 SX0673
 SX0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0673
 SX0673.The geoid height was determined by GEOID03.
 SX0673
 SX0673.The dynamic height is computed by dividing the NAVD 88
 SX0673.geopotential number by the normal gravity value computed on the
 SX0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0673.degrees latitude (g = 980.6199 gals.).
 SX0673
 SX0673.The modeled gravity was interpolated from observed gravity values.
 SX0673
 SX0673;                    North         East     Units Scale Factor Converg.
 SX0673;SPC WA S     -   208,782.682   454,437.978   MT  0.99997414   -0 26 12.8
 SX0673;SPC WA S     -   684,981.18  1,490,935.27   sFT  0.99997414   -0 26 12.8
 SX0673;UTM  10      - 5,230,259.924   643,770.207   MT  0.99985403   +1 23 36.6
 SX0673
 SX0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0673!SPC WA S     -   0.99990240  x   0.99997414  =   0.99987654
 SX0673!UTM  10      -   0.99990240  x   0.99985403  =   0.99975644
 SX0673
 SX0673|---------------------------------------------------------------------|
 SX0673| PID    Reference Object                     Distance      Geod. Az  |
 SX0673|                                                           dddmmss.s |
 SX0673| SX0674 BIG RM 1                              9.940 METERS 07204     |
 SX0673| SX0679 NELSON                              APPROX. 4.4 KM 1181028.6 |
 SX0673| SX0675 BIG RM 2                             15.885 METERS 32512     |
 SX0673|---------------------------------------------------------------------|
 SX0673
 SX0673                          SUPERSEDED SURVEY CONTROL
 SX0673
 SX0673  NAD 83(1986)-  47 12 36.34741(N)    121 06 05.18733(W) AD(       ) 3
 SX0673  NAD 27      -  47 12 36.92150(N)    121 06 00.86590(W) AD(       ) 3
 SX0673  NGVD 29 (??/??/92)  640.802  (m)         2102.36   (f) ADJ UNCH    2 0
 SX0673
 SX0673.Superseded values are not recommended for survey control.
 SX0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0673.See file dsdata.txt to determine how the superseded data were derived.
 SX0673
 SX0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4377030260(NAD 83)
 SX0673_MARKER: DS = TRIANGULATION STATION DISK
 SX0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0673_SP_SET: MONUMENT
 SX0673_STAMPING: BIG 1958
 SX0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0673
 SX0673  HISTORY     - Date     Condition        Report By
 SX0673  HISTORY     - 1958     MONUMENTED       CGS
 SX0673  HISTORY     - 1958     GOOD             CGS
 SX0673  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0673
 SX0673                          STATION DESCRIPTION
 SX0673
 SX0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SX0673'THE STATION IS ABOUT 8 MILES WEST-NORTHWEST OF CLE ELUM, 4 MILES
 SX0673'EAST-SOUTHEAST OF EASTON ALONG THE RIGHT-OF-WAY OF THE CHICAGO,
 SX0673'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD.
 SX0673'
 SX0673'TO REACH THE STATION FROM THE POST OFFICE IN EASTON, GO
 SX0673'SOUTHEASTERLY ON U.S. HIGHWAY 10 FOR 4.0 MILES TO A TRACK ROAD
 SX0673'ON THE RIGHT, SOUTH.  THIS IS ABOUT 0.1 MILE EAST OF BIG CREEK
 SX0673'AND JUST WEST OF THE ENTRANCE TO THE BAR 41 RANCH.  TURN RIGHT
 SX0673'AND GO SOUTH CROSSING THE NORTHERN PACIFIC RAILROAD TRACKS TO THE
 SX0673'SECOND SET OF TRACKS, CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 SX0673'RAILROAD, AND THE STATION.
 SX0673'
 SX0673'THE STATION IS A STANDARD DISK, STAMPED BIG 1958, SET IN THE TOP
 SX0673'OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 SX0673'25 FEET SOUTHWEST OF A WHITE WITNESS POST, 20 FEET EAST OF THE
 SX0673'EAST END OF A RAILROAD CROSSING AND 8.5 FEET NORTH OF THE NORTH
 SX0673'RAIL OF THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD
 SX0673'TRACK.
 SX0673'
 SX0673'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIG NO 1 1958, SET
 SX0673'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SX0673'1 INCH.  IT IS 31.6 FEET NORTH OF THE NORTH RAIL OF THE TRACK AND
 SX0673'14 FEET EAST OF A WHITE WITNESS POST.
 SX0673'
 SX0673'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIG NO 2 1958, SET
 SX0673'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SX0673'1 INCH.  IT IS 33 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 19
 SX0673'FEET WEST OF A TRACK ROAD AND 9 FEET SOUTH OF A TELEPHONE POLE.
 SX0673
 SX0673                          STATION RECOVERY (1958)
 SX0673
 SX0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SX0673'4 MI SE FROM EASTON.
 SX0673'4 MILES SOUTHEAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 SX0673'EASTON, THENCE SOUTH ON A TRACK ROAD ACROSS THE NORTHERN PACIFIC
 SX0673'RAILROAD TRACKS TO THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SX0673'RAILROAD TRACKS, 25 FEET SOUTHWEST OF A WHITE WITNESS POST, 20 FEET
 SX0673'EAST OF THE EAST END OF THE RAILROAD CROSSING, 8.5 FEET NORTH OF THE
 SX0673'NORTH RAIL OF THE TRACK AND SET IN THE TOP OF A ROUND CONCRETE
 SX0673'MONUMENT THAT IS FLUSH WITH THE GROUND.
 SX0673
 SX0673                          STATION RECOVERY (1982)
 SX0673
 SX0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0673'NOT RECOVERED, HEAVY BLADING IN THE AREA BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2585 ***********************************************************************
 SC2585  DESIGNATION -  BIG
 SC2585  PID         -  SC2585
 SC2585  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2585  USGS QUAD   -  ABERDEEN (1994)
 SC2585
 SC2585                         *CURRENT SURVEY CONTROL
 SC2585  ___________________________________________________________________
 SC2585* NAD 83(1991)-  46 52 52.54498(N)    123 47 54.15796(W)     ADJUSTED  
 SC2585* NAVD 88     -       242.1    (meters)     794.     (feet)  VERTCON   
 SC2585  ___________________________________________________________________
 SC2585  LAPLACE CORR-          11.76  (seconds)                    DEFLEC99
 SC2585  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 SC2585
 SC2585  HORZ ORDER  -  THIRD
 SC2585
 SC2585.The horizontal coordinates were established by classical geodetic methods
 SC2585.and adjusted by the National Geodetic Survey in December 1991..
 SC2585
 SC2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2585
 SC2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2585
 SC2585.The geoid height was determined by GEOID03.
 SC2585
 SC2585;                    North         East     Units Scale Factor Converg.
 SC2585;SPC WA S     -   177,309.606   248,674.794   MT  0.99992794   -2 23 45.3
 SC2585;SPC WA S     -   581,723.27    815,860.55   sFT  0.99992794   -2 23 45.3
 SC2585;UTM  10      - 5,192,278.752   439,168.703   MT  0.99964548   -0 34 58.0
 SC2585
 SC2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2585!SPC WA S     -   0.99996566  x   0.99992794  =   0.99989360
 SC2585!UTM  10      -   0.99996566  x   0.99964548  =   0.99961115
 SC2585
 SC2585|---------------------------------------------------------------------|
 SC2585| PID    Reference Object                     Distance      Geod. Az  |
 SC2585|                                                           dddmmss.s |
 SC2585| CE2945 BIG RM 5                              6.787 METERS 01244     |
 SC2585| CE2942 BIG RM 2                              6.962 METERS 04723     |
 SC2585| SC2624 ARTIC LOOKOUT TOWER 1952            APPROX. 2.0 KM 1022846.9 |
 SC2585| CE2944 BIG RM 4                              9.172 METERS 11521     |
 SC2585| CE2943 BIG RM 3                              7.950 METERS 28137     |
 SC2585|---------------------------------------------------------------------|
 SC2585
 SC2585                          SUPERSEDED SURVEY CONTROL
 SC2585
 SC2585  NAD 83(1991)-  46 52 52.53053(N)    123 47 54.15285(W) AD(       ) 3
 SC2585  NAD 83(1986)-  46 52 52.54089(N)    123 47 54.15534(W) AD(       ) 3
 SC2585  NAD 27      -  46 52 53.19400(N)    123 47 49.51400(W) AD(       ) 3
 SC2585  NGVD 29 (07/19/86)  241.0    (m)          791.     (f) VERT ANG       
 SC2585
 SC2585.Superseded values are not recommended for survey control.
 SC2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2585.See file dsdata.txt to determine how the superseded data were derived.
 SC2585
 SC2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3916992279(NAD 83)
 SC2585_MARKER: Z = SEE DESCRIPTION
 SC2585_SETTING: 0 = UNSPECIFIED SETTING
 SC2585
 SC2585  HISTORY     - Date     Condition        Report By
 SC2585  HISTORY     - 1911     MONUMENTED       CGS
 SC2585  HISTORY     - 1935     SEE DESCRIPTION  USE
 SC2585  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SC2585  HISTORY     - 1940     SEE DESCRIPTION  CGS
 SC2585  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2585  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2585
 SC2585                          STATION DESCRIPTION
 SC2585
 SC2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (EHP)
 SC2585'STATION IS 9 MILES S FROM ABERDEEN TO MR. POWELLS RANCH ON NEWSKAH
 SC2585'CREEK AND 2 MILES BEYOND THIS PLACE.  ON THE HIGHEST HILL IN THE
 SC2585'VICINITY.  THE LIGHT STAND BUILT IN 1909 IN THE TOP OF THE LARGE
 SC2585'FIR 9 FEET IN DIAMETER AT THE BASE WAS USED.
 SC2585'
 SC2585'THE STATION MARK IS A STANDARD DISK IN THE TOP OF A CEMENT POST
 SC2585'6 INCHES IN DIAMETER AND 4 FEET LONG, 8 INCHES EXPOSED.
 SC2585'
 SC2585'REFERENCE MARK NO.1 IS A STONE 7 INCHES SQUARE AND 20 INCHES DEEP,
 SC2585'NEARLY FLUSH WITH THE SURFACE AND SURMOUNTED BY CEMENT BEARING A
 SC2585'STANDARD REFERENCE MARK.  THE MAGNETIC BEARING FROM STATION IS
 SC2585'179 DEG, THE DISTANCE 20.06 METERS.
 SC2585'
 SC2585'REFERENCE MARK NO.2 IS A NAIL IN A BLAZED TREE.  BEARING FROM
 SC2585'STATION IS 206 DEG, DISTANCE 7.16 METERS.
 SC2585'
 SC2585'REFERENCE MARK NO.3 IS SAME AS NO.2.  BEARING FROM STATION IS
 SC2585'81 DEG, DISTANCE 7.99 METERS.
 SC2585'
 SC2585'DIRECTIONS--GOOD ROAD FROM ABERDEEN VIA SOUTH ABERDEEN TO POWELLS
 SC2585'RANCH.  FROM THE RANCH FOLLOW ROAD UP LEFT SIDE OF VALLEY 1 MILE
 SC2585'TO LARGE CLEARING.  TURN RIGHT AND CROSS CLEARING AND ABOUT 1/4
 SC2585'MILE FARTHER THE CREEK.  FOLLOW TRAIL PAST AN OLD ABANDONED
 SC2585'DONKEY, CROSS OVER LOG JAM TO THE LEFT AND FOLLOW BLAZES TO
 SC2585'STATION.
 SC2585
 SC2585                          STATION RECOVERY (1935)
 SC2585
 SC2585'RECOVERY NOTE BY US ENGINEERS 1935
 SC2585'RECOVERED AS DESCRIBED.  MONUMENT, TOWER, AND REFERENCE MARKS ALL
 SC2585'IN EXCELLENT CONDITION.  TREE OCCUPIED WAS AN 8-FOOT SPRUCE,
 SC2585'INSTEAD OF A FIR.
 SC2585'
 SC2585'TO REACH STATION, FOLLOW OLD TRAIL FROM POWELLS RANCH UP LEFT SIDE
 SC2585'OF NEWSKAH VALLEY FOR ABOUT 1-3/4 MILES AS FAR AS SECTION LINE,
 SC2585'SEC. 3 AND 4, R (9W) T 16 N.  FOLLOW SECTION LINE S TO FIRST DRAW,
 SC2585'THENCE TRAVEL S AND ABOUT 10 DEG W TO TOP OF RIDGE, CROSS SADDLE
 SC2585'TO E AND FROM TOP OF HILL, FOLLOW BLAZES TO STATION.
 SC2585'
 SC2585'STATION IS NOT ON HIGHEST GROUND BUT ABOUT 200 YARDS S OF TOP OF
 SC2585'HILL AND ABOUT 10 FEET LOWER.  SECTION LINE CAN BE IDENTIFIED
 SC2585'WHERE IT CROSSES TRAIL UP LEFT SIDE OF NEWSKAH VALLEY, BY CROSSES
 SC2585'BLAZED ON ALDER TREES ON EITHER SIDE OF THE TRAIL.
 SC2585
 SC2585                          STATION RECOVERY (1939)
 SC2585
 SC2585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2585'THIS STATION IS ABOUT 6 MILES S (AIR LINE) FROM ABERDEEN, 2 MILES
 SC2585'SOUTHWARD FROM POWELLS RANCH, ON THE HIGHEST RIDGE IN THE
 SC2585'VICINITY.  THE ORIGINAL MARK IN THE 6-INCH CONCRETE POST ABOUT 3
 SC2585'FEET FROM THE FOOT OF AN 8-FOOT SPRUCE, WAS RECOVERED IN GOOD
 SC2585'CONDITION.  THIS STATION WAS NOT OCCUPIED.
 SC2585'
 SC2585'REFERENCE MARK NO.1 IS A STANDARD DISK IN A 7- BY 20-INCH STONE,
 SC2585'DISTANCE 20.06 METERS.
 SC2585'
 SC2585'REFERENCE MARK NO.2 IS A NAIL IN A BLAZED TREE, DISTANCE 7.16
 SC2585'METERS AND REFERENCE MARK NO.3 IS A NAIL IN A BLAZED TREE, DISTANCE
 SC2585'7.99 METERS, WERE ALL RECOVERED IN GOOD CONDITION, BUT DISTANCES
 SC2585'AND DIRECTIONS WERE NOT RE-MEASURED.  THE 8-FOOT SPRUCE TREE WAS
 SC2585'FOUND TO BE ROTTED FOR A DISTANCE OF ABOUT 10 FEET BELOW WHERE
 SC2585'THE OLD LIGHT STAND HAD BEEN.  THIS PORTION WAS SAWED OFF, AND A
 SC2585'SCAFFOLD WAS CONSTRUCTED ON THE SIDE OF THE TREE, AND LIGHT
 SC2585'STAND CENTERED OVER THE MARK.
 SC2585'
 SC2585'FROM ABERDEEN GO SW ON THE WESTPORT ROAD ABOUT 3 MILES TO THE
 SC2585'NEWSKAH RIVER ROAD.  TURN LEFT ON THIS ROAD AND CONTINUE TO END OF
 SC2585'MAIN-TRAVELED ROAD, THEN TAKE AN OLD LOGGING ROAD THAT CROSSES
 SC2585'NEWSKAH RIVER JUST BEYOND A FARMHOUSE AND CONTINUE TO THE FIRST
 SC2585'HAIRPIN CURVE AND AN OLD LOADING PLATFORM.  LEAVE TRUCK HERE, AND
 SC2585'TAKE A WELL BLAZED TRAIL FROM THE BREAK OF THE HAIRPIN CURVE AND
 SC2585'FOLLOW TO THE STATION.
 SC2585
 SC2585                          STATION RECOVERY (1940)
 SC2585
 SC2585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (GLB)
 SC2585'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 SC2585'GOOD CONDITION.
 SC2585'
 SC2585'TO REACH STATION--FROM INTERSECTION AT S END OF CHEHALIS RIVER
 SC2585'BRIDGE, IN SOUTH ABERDEEN, GO S ON STATE HIGHWAY 13A (TOWARD
 SC2585'WESTPORT) 3.6 MILES TO THE NEWSKAH RIVER ROAD, TURN LEFT AND GO
 SC2585'4.15 MILES TO GATE MARKED PRIVATE ROAD, KEEP OUT.  PASS THROUGH
 SC2585'GATE, CROSS BRIDGE AND GO UP HILL ON ROUGH LOGGING ROAD 0.8 MILE,
 SC2585'ROAD TURNS SHARPLY TO RIGHT AT THIS POINT AND THERE IS A LOG
 SC2585'LOADING PLATFORM HERE.  THIS IS THE END OF TRUCK TRAVEL.  TAKE
 SC2585'WELL BLAZED TRAIL FROM BREAK OF CURVE AND FOLLOW TO STATION.
 SC2585
 SC2585                          STATION RECOVERY (1952)
 SC2585
 SC2585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2585'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 SC2585'CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED.  THE AREA IS
 SC2585'COVERED WITH THICK BRUSH AND FALLEN LOGS AND WAS NOT CLEARED TO
 SC2585'FIND THE REFERENCE MARK.  REFERENCE MARKS 4 AND 5 WERE
 SC2585'ESTABLISHED.
 SC2585'
 SC2585'STATION IS LOCATED ABOUT 6-1/2 MILES S OF ABERDEEN, ABOUT 4 MILES
 SC2585'W OF ARCTIC, ABOUT 1-1/4 MILES W OF ARCTIC LOOKOUT TOWER, ABOUT 250
 SC2585'METERS N OF THE CORNER OF SECTIONS 9, 10, 15 AND 16, T 16 N, R 9 W
 SC2585'(THE SECTIONS WHICH ARE SW AND NE OF THIS CORNER HAVE RECENTLY
 SC2585'BEEN LOGGED OFF), NEAR THE E EDGE OF A HEAVILY WOODED SECTION,
 SC2585'ABOUT 100 FEET W OF THE W EDGE OF A CLEARED SECTION, AND ON THE NE
 SC2585'SIDE OF A PROMINENT SPRUCE TREE WHICH IS 10 FEET IN DIAMETER AND
 SC2585'OVER 100 FEET HIGH WITH THE TOP CUT OFF (IT CAN BE IDENTIFIED
 SC2585'FROM THE CLEARING E OF THE STATION).  IT IS AN OLD STYLE
 SC2585'STANDARD DISK, UNSTAMPED SET IN CONCRETE.  THE CONCRETE IS
 SC2585'INSCRIBED 1911.
 SC2585'
 SC2585'REFERENCE MARK 2 IS A NAIL AT THE CENTER OF A 6-INCH SQUARE
 SC2585'BLAZE ON THE SW SIDE OF A 48-INCH HEMLOCK TREE.
 SC2585'
 SC2585'REFERENCE MARK 3 IS A NAIL AT THE CENTER OF A BLAZE ON THE E SIDE
 SC2585'OF A 36-INCH HEMLOCK TREE.
 SC2585'
 SC2585'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BIG 1911 NO 4 SET
 SC2585'IN THE TOP OF A CONCRETE-FILLED CONCRETE PIPE PROJECTING 6 INCHES.
 SC2585'
 SC2585'REFERENCE MARK 5 IS 13.4 FEET W-NW OF REFERENCE MARK 2.  IT IS A
 SC2585'STANDARD DISK, STAMPED BIG 1911 NO 5 SET IN THE TOP OF A
 SC2585'CONCRETE-FILLED CONCRETE PIPE PROJECTING 4 INCHES.
 SC2585'
 SC2585'THE ELEVATION OF THE STATION IS ABOUT 790 FEET.
 SC2585'
 SC2585'TO REACH FROM THE SE END OF THE CHEHALIS RIVER BRIDGE AT ABERDEEN
 SC2585'GO S AND W ALONG STATE HIGHWAY 13A FOR 3.35 MILES TO THE NEWSKAH
 SC2585'VALLEY ROAD LEADING S, GO S ON THIS ROAD FOR 3.8 MILES TO A ROAD
 SC2585'FORK, TAKE THE LEFT FORK AND GO 1.0 MILE TO A LOCKED GATE AT THE
 SC2585'ENTRANCE TO FOREST PROTECTION ROAD (OBTAIN THE KEY FROM THE STATE
 SC2585'DEPARTMENT OF FORESTRY AT MONTESANO), CONTINUE E FOR 0.6 MILE TO
 SC2585'A ROAD FORK (THE LEFT FORK IS FOREST PROTECTION ROAD WHICH
 SC2585'CONTINUES E TO U.S. HIGHWAY AT A POINT 2.6 MILES S OF THE POST
 SC2585'OFFICE AT COSMOPOLIS), TAKE THE RIGHT FORK ON A LOGGING ROAD
 SC2585'FOR 1.2 MILES, TAKE LEFT FORK FOR 0.4 MILE, TAKE RIGHT FORK FOR
 SC2585'0.3 MILE, TAKE LEFT FORK FOR 0.1 MILE TO THE END OF THE ROAD,
 SC2585'AND WALK W FOR ABOUT 500 FEET TO THE STATION.
 SC2585
 SC2585                          STATION RECOVERY (1953)
 SC2585
 SC2585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JAW)
 SC2585'THE STATION MARK WAS COMPLETELY DESTROYED, AND REFERENCE MARK 1 WAS
 SC2585'KNOCKED OUT OF POSITION BY LOGGING OPERATIONS.  THE 8-FT. SPRUCE
 SC2585'TREE, USED TO SUPPORT THE SIGNAL, HAS BEEN CUT, AND ONLY THE STUMP
 SC2585'REMAINS.
 SC2585'
 SC2585'THE STATION-MARK DISK WAS FOUND AND IS BEING FORWARDED TO THE
 SC2585'WASHINGTON OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2344 ***********************************************************************
 SY2344  DESIGNATION -  BIG BLACK SNAG
 SY2344  PID         -  SY2344
 SY2344  STATE/COUNTY-  WA/KING
 SY2344  USGS QUAD   -  DES MOINES (1995)
 SY2344
 SY2344                         *CURRENT SURVEY CONTROL
 SY2344  ___________________________________________________________________
 SY2344* NAD 83(1991)-  47 28 15.03913(N)    122 18 00.42052(W)     ADJUSTED  
 SY2344* NAVD 88     -                                                        
 SY2344  ___________________________________________________________________
 SY2344  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 SY2344  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SY2344
 SY2344  HORZ ORDER  -  THIRD
 SY2344
 SY2344.The horizontal coordinates were established by classical geodetic methods
 SY2344.and adjusted by the National Geodetic Survey in December 1991..
 SY2344
 SY2344
 SY2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2344
 SY2344.The geoid height was determined by GEOID03.
 SY2344
 SY2344;                    North         East     Units Scale Factor Converg.
 SY2344;SPC WA N     -    53,403.320   389,432.211   MT  1.00000557   -1 05 31.4
 SY2344;SPC WA N     -   175,207.39  1,277,662.18   sFT  1.00000557   -1 05 31.4
 SY2344;UTM  10      - 5,257,726.862   552,739.667   MT  0.99963418   +0 30 56.8
 SY2344
 SY2344                          SUPERSEDED SURVEY CONTROL
 SY2344
 SY2344  NAD 83(1986)-  47 28 15.03297(N)    122 18 00.42944(W) AD(       ) 4
 SY2344  NAD 27      -  47 28 15.67200(N)    122 17 55.99100(W) AD(       ) 3
 SY2344
 SY2344.Superseded values are not recommended for survey control.
 SY2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2344.See file dsdata.txt to determine how the superseded data were derived.
 SY2344
 SY2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5274057727(NAD 83)
 SY2344
 SY2344  HISTORY     - Date     Condition        Report By
 SY2344  HISTORY     - 1937     MONUMENTED       CGS
 SY2344
 SY2344                          STATION DESCRIPTION
 SY2344
 SY2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 SY2344'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1637 ***********************************************************************
 RZ1637  DESIGNATION -  BIG BUTTE LOOKOUT TOWER
 RZ1637  PID         -  RZ1637
 RZ1637  STATE/COUNTY-  WA/ASOTIN
 RZ1637  USGS QUAD   -  FIELDS SPRING (1995)
 RZ1637
 RZ1637                         *CURRENT SURVEY CONTROL
 RZ1637  ___________________________________________________________________
 RZ1637* NAD 83(1991)-  46 06 55.45373(N)    117 14 57.44551(W)     ADJUSTED  
 RZ1637* NAVD 88     -                                                        
 RZ1637  ___________________________________________________________________
 RZ1637  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 RZ1637  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 RZ1637
 RZ1637  HORZ ORDER  -  THIRD
 RZ1637
 RZ1637.The horizontal coordinates were established by classical geodetic methods
 RZ1637.and adjusted by the National Geodetic Survey in December 1991..
 RZ1637
 RZ1637
 RZ1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1637
 RZ1637.The geoid height was determined by GEOID03.
 RZ1637
 RZ1637;                    North         East     Units Scale Factor Converg.
 RZ1637;SPC WA S     -    92,103.990   751,202.472   MT  0.99994799   +2 21 40.7
 RZ1637;SPC WA S     -   302,177.84  2,464,570.11   sFT  0.99994799   +2 21 40.7
 RZ1637;SPC OR N     -   277,177.209 2,751,226.756   MT  1.00003140   +2 18 19.3
 RZ1637;SPC OR N     -   909,374.05  9,026,334.50   iFT  1.00003140   +2 18 19.3
 RZ1637;UTM  11      - 5,106,899.980   480,737.039   MT  0.99960456   -0 10 46.8
 RZ1637
 RZ1637                          SUPERSEDED SURVEY CONTROL
 RZ1637
 RZ1637  NAD 83(1991)-  46 06 55.45384(N)    117 14 57.44556(W) AD(       ) 4
 RZ1637  NAD 83(1986)-  46 06 55.46001(N)    117 14 57.44229(W) AD(       ) 4
 RZ1637  NAD 27      -  46 06 55.91065(N)    117 14 53.85508(W) AD(       ) 3
 RZ1637
 RZ1637.Superseded values are not recommended for survey control.
 RZ1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1637.See file dsdata.txt to determine how the superseded data were derived.
 RZ1637
 RZ1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM8073706900(NAD 83)
 RZ1637_MARKER: 57 = LOOKOUT TOWER
 RZ1637
 RZ1637  HISTORY     - Date     Condition        Report By
 RZ1637  HISTORY     - UNK      FIRST OBSERVED
 RZ1637
 RZ1637                          STATION DESCRIPTION
 RZ1637
 RZ1637'DESCRIBED UNK
 RZ1637'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1638 ***********************************************************************
 RZ1638  DESIGNATION -  BIG BUTTE RESET
 RZ1638  PID         -  RZ1638
 RZ1638  STATE/COUNTY-  WA/ASOTIN
 RZ1638  USGS QUAD   -  FIELDS SPRING (1995)
 RZ1638
 RZ1638                         *CURRENT SURVEY CONTROL
 RZ1638  ___________________________________________________________________
 RZ1638* NAD 83(1991)-  46 06 55.45412(N)    117 14 57.41909(W)     ADJUSTED  
 RZ1638* NAVD 88     -      1528.4    (meters)    5014.     (feet)  VERTCON   
 RZ1638  ___________________________________________________________________
 RZ1638  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 RZ1638  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 RZ1638
 RZ1638  HORZ ORDER  -  FIRST
 RZ1638
 RZ1638.The horizontal coordinates were established by classical geodetic methods
 RZ1638.and adjusted by the National Geodetic Survey in December 1991..
 RZ1638
 RZ1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1638
 RZ1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1638
 RZ1638.The geoid height was determined by GEOID03.
 RZ1638
 RZ1638;                    North         East     Units Scale Factor Converg.
 RZ1638;SPC WA S     -    92,104.025   751,203.038   MT  0.99994799   +2 21 40.7
 RZ1638;SPC WA S     -   302,177.96  2,464,571.97   sFT  0.99994799   +2 21 40.7
 RZ1638;SPC OR N     -   277,177.244 2,751,227.322   MT  1.00003140   +2 18 19.3
 RZ1638;SPC OR N     -   909,374.16  9,026,336.36   iFT  1.00003140   +2 18 19.3
 RZ1638;UTM  11      - 5,106,899.991   480,737.606   MT  0.99960456   -0 10 46.8
 RZ1638
 RZ1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1638!SPC WA S     -   0.99976317  x   0.99994799  =   0.99971117
 RZ1638!SPC OR N     -   0.99976317  x   1.00003140  =   0.99979456
 RZ1638!UTM  11      -   0.99976317  x   0.99960456  =   0.99936782
 RZ1638
 RZ1638|---------------------------------------------------------------------|
 RZ1638| PID    Reference Object                     Distance      Geod. Az  |
 RZ1638|                                                           dddmmss.s |
 RZ1638| CF4493 BIG BUTTE RM 1                       35.479 METERS 16542     |
 RZ1638| CF4495 BIG BUTTE RM 3                       51.694 METERS 24408     |
 RZ1638| RZ1652 SADDLE BUTTE RM 1                   APPROX.17.1 KM 2523426.6 |
 RZ1638| RZ1637 BIG BUTTE LOOKOUT TOWER               0.567 METERS 26847     |
 RZ1638| CF4494 BIG BUTTE RM 2                       48.768 METERS 28726     |
 RZ1638|---------------------------------------------------------------------|
 RZ1638
 RZ1638                          SUPERSEDED SURVEY CONTROL
 RZ1638
 RZ1638  NAD 83(1991)-  46 06 55.45423(N)    117 14 57.41915(W) AD(       ) 1
 RZ1638  NAD 83(1986)-  46 06 55.45989(N)    117 14 57.41564(W) AD(       ) 1
 RZ1638  NAD 27      -  46 06 55.91105(N)    117 14 53.82841(W) AD(       ) 1
 RZ1638  NGVD 29 (07/19/86) 1527.3    (m)         5011.     (f) VERT ANG       
 RZ1638
 RZ1638.Superseded values are not recommended for survey control.
 RZ1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1638.See file dsdata.txt to determine how the superseded data were derived.
 RZ1638
 RZ1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM8073806900(NAD 83)
 RZ1638_MARKER: DS = TRIANGULATION STATION DISK
 RZ1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1638
 RZ1638  HISTORY     - Date     Condition        Report By
 RZ1638  HISTORY     - 1964     MONUMENTED       CGS
 RZ1638
 RZ1638                          STATION DESCRIPTION
 RZ1638
 RZ1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 RZ1638'TO REACH THE STATION FROM ANATONE GO SOUTH ON STATE HIGHWAY 3
 RZ1638'FOR 2.0 MILES TO ROAD INTERSECTION ON RIGHT.  TURN RIGHT AND
 RZ1638'FOLLOW MAIN TRAVELED DIRT ROAD WESTERLY FOR 6.4 MILES TO FORK AND
 RZ1638'SIGN, BIG BUTTE L.O..  TAKE THE RIGHT FORK, AS PER SIGN, AND
 RZ1638'CONTINUE 0.6 MILE TO THE TOWER AND STATION SITE.
 RZ1638'
 RZ1638'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AS
 RZ1638'DESCRIBED BY J. T. J. IN 1946.  AN UNDERGROUND MARK AND A NEW
 RZ1638'SURFACE MARK WAS SET, MAINTAINING THE EXACT POSITION OF THE
 RZ1638'ORIGINAL SURFACE MARK.  DISTANCES TO THE REFERENCE MARKS CHECKED
 RZ1638'THE 1946 MEASUREMENTS, INDICATING THAT THE ORIGINAL MARK HAD NOT
 RZ1638'BEEN DISTRUBED.  A DIFFERENCE OF 3.5 METERS WAS NOTED TO THE
 RZ1638'HEIGHT OF INSTRUMENT.  THE TOWER COULD HAVE BEEN REMODELED OR
 RZ1638'REBUILT SINCE 1946.  EXCEPT FOR THE ABOVE THE 1946 DESCRIPTION
 RZ1638'IS ADEQUATE.
 RZ1638'
 RZ1638'THE STATION MARK IS A STANDARD DISK STAMPED BIG BUTTE 1933 1964
 RZ1638'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 RZ1638'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1206 ***********************************************************************
 SX1206  DESIGNATION -  BIG CHIEF
 SX1206  PID         -  SX1206
 SX1206  STATE/COUNTY-  WA/CHELAN
 SX1206  USGS QUAD   -  STEVENS PASS (1987)
 SX1206
 SX1206                         *CURRENT SURVEY CONTROL
 SX1206  ___________________________________________________________________
 SX1206* NAD 83(1991)-  47 44 46.61399(N)    121 04 00.98467(W)     ADJUSTED  
 SX1206* NAVD 88     -      1769.     (meters)    5804.     (feet)  SCALED    
 SX1206  ___________________________________________________________________
 SX1206  LAPLACE CORR-           9.09  (seconds)                    DEFLEC99
 SX1206  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 SX1206
 SX1206  HORZ ORDER  -  SECOND
 SX1206
 SX1206.The horizontal coordinates were established by classical geodetic methods
 SX1206.and adjusted by the National Geodetic Survey in December 1991..
 SX1206
 SX1206.The orthometric height was scaled from a topographic map.
 SX1206
 SX1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1206
 SX1206.The geoid height was determined by GEOID03.
 SX1206
 SX1206;                    North         East     Units Scale Factor Converg.
 SX1206;SPC WA N     -    82,999.517   482,482.372   MT  0.99996317   -0 10 26.1
 SX1206;SPC WA N     -   272,307.58  1,582,944.25   sFT  0.99996317   -0 10 26.1
 SX1206;UTM  10      - 5,289,910.683   644,900.580   MT  0.99985801   +1 25 51.8
 SX1206
 SX1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1206!SPC WA N     -   0.99972564  x   0.99996317  =   0.99968882
 SX1206!UTM  10      -   0.99972564  x   0.99985801  =   0.99958369
 SX1206
 SX1206:                Primary Azimuth Mark                     Grid Az
 SX1206:SPC WA N     -  ROCK MTN FOREST SERVICE LOH              049 29 13.0
 SX1206:UTM  10      -  ROCK MTN FOREST SERVICE LOH              047 52 55.1
 SX1206
 SX1206|---------------------------------------------------------------------|
 SX1206| PID    Reference Object                     Distance      Geod. Az  |
 SX1206|                                                           dddmmss.s |
 SX1206| SX1199 ROCK MTN FOREST SERVICE LOH         APPROX. 9.1 KM 0491846.9 |
 SX1206| CF4125 BIG CHIEF RM 1                        4.709 METERS 17920     |
 SX1206| CF4124 BIG CHIEF RM                          8.321 METERS 19611     |
 SX1206| SX1209 SPARKPLUG                           APPROX.11.7 KM 2143859.1 |
 SX1206| SX1205 COWBOY                              APPROX. 3.1 KM 2393310.5 |
 SX1206| SX1208 WINDY MT                            APPROX. 7.7 KM 2565230.5 |
 SX1206| SX1201 STEVENS                             APPROX. 2.5 KM 3035715.6 |
 SX1206|---------------------------------------------------------------------|
 SX1206
 SX1206                          SUPERSEDED SURVEY CONTROL
 SX1206
 SX1206  NAD 83(1986)-  47 44 46.60893(N)    121 04 00.97826(W) AD(       ) 2
 SX1206  NAD 27      -  47 44 47.21100(N)    121 03 56.62000(W) AD(       ) 2
 SX1206
 SX1206.Superseded values are not recommended for survey control.
 SX1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1206.See file dsdata.txt to determine how the superseded data were derived.
 SX1206
 SX1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4490189911(NAD 83)
 SX1206
 SX1206  HISTORY     - Date     Condition        Report By
 SX1206  HISTORY     - 1936     MONUMENTED       LOCENG
 SX1206  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SX1206
 SX1206                          STATION DESCRIPTION
 SX1206
 SX1206'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1936
 SX1206'STATION IS IN THE EXTREME WESTERN PORTION OF CHELAN COUNTY, ABOUT
 SX1206'1 MILE E OF STEVENS PASS, ABOUT 100 YARDS NE OF AN OLD CABIN, ON
 SX1206'THE HIGHEST POINT OF A RIDGE RUNNING NE AND SW.  THE MARK IS A
 SX1206'NAIL HOLE IN A STUMP.
 SX1206'
 SX1206'TO REACH--FROM STEVENS PASS (ON STATE HIGHWAY 15) PROCEED SE TO
 SX1206'THE SADDLE, THEN SWING AROUND TO THE NE AND PROCEED UP RIDGE TO
 SX1206'HIGHEST POINT AND STATION.  ABOUT A 2-HOUR PACK.
 SX1206'
 SX1206'ELEVATION ABOUT 5,200 FEET.
 SX1206
 SX1206                          STATION RECOVERY (1964)
 SX1206
 SX1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (MEW)
 SX1206'THE ORIGINAL 1936 DESCRIPTION PERTAINS TO A NAIL HOLE IN A STUMP,
 SX1206'A POINT ON THE GREAT NORTHERN RAILWAY TUNNEL SURVEY.  A
 SX1206'RECONNAISSANCE MADE BY WASHINGTON STATE HIGHWAY DEPARTMENT IN 1963
 SX1206'AND A STUDY OF ORIGINAL RECORDS MADE BY SEATTLE REGIONAL OFFICE,
 SX1206'COAST AND GEODETIC SURVEY, DISCLOSES THAT THE STUMP WAS AN
 SX1206'ECCENTRIC POINT AND THAT THE TRUE STATION IS A STANDARD DISK
 SX1206'NORTHEAST OF IT.  A NEW DESCRIPTION FOLLOWS--
 SX1206'
 SX1206'STATION IS IN THE EXTREME WESTERN PORTION OF CHELAN COUNTY, ABOUT
 SX1206'1 MILE EAST OF STEVENS PASS, ABOUT 100 YARDS NE OF THE RUINS OF
 SX1206'A LOG CABIN, ON THE HIGHEST POINT OF A RIDGE RUNNING NE AND
 SX1206'SW.  THE STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN
 SX1206'A DRILL HOLE IN ROCK.  THE REFERENCE MARK IS A STANDARD DISK,
 SX1206'CEMENTED IN A DRILL HOLE IN ROCK, TO SOUTHWARD.  THE ECCENTRIC
 SX1206'POINT WAS A NAIL HOLE IN A STUMP TO SOUTHWESTWARD.  THE STUMP
 SX1206'WAS FOUND IN 1963 BUT THE NAIL HOLE COULD NOT BE IDENTIFIED.
 SX1206'DISTANCES AND DIRECTIONS ABOVE ARE FROM 1937 OBSERVATIONS.  TO
 SX1206'REACH THE STATION FROM STEVENS PASS ON U.S. HIGHWAY 2,
 SX1206'PROCEED SOUTHWARD 1 MILE ON CASCADE CREST TRAIL TO SADDLE.
 SX1206'LEAVING TRAIL PROCEED NE UP RIDGE 1-1/2 MILES TO HIGHEST POINT
 SX1206'AND STATION--ABOUT A 2-HOUR PACK.  ELEVATION ABOUT 5200
 SX1206'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5947 ***********************************************************************
 AA5947  DESIGNATION -  BIG CREEK 2
 AA5947  PID         -  AA5947
 AA5947  STATE/COUNTY-  WA/KITTITAS
 AA5947  USGS QUAD   -  RONALD (1989)
 AA5947
 AA5947                         *CURRENT SURVEY CONTROL
 AA5947  ___________________________________________________________________
 AA5947* NAD 83(1998)-  47 12 33.89947(N)    121 05 40.43998(W)     ADJUSTED  
 AA5947* NAVD 88     -       637.4    (meters)    2091.     (feet)  GPS OBS   
 AA5947  ___________________________________________________________________
 AA5947  X           -  -2,241,945.391 (meters)                     COMP
 AA5947  Y           -  -3,717,312.314 (meters)                     COMP
 AA5947  Z           -   4,658,065.193 (meters)                     COMP
 AA5947  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AA5947  ELLIP HEIGHT-         618.19  (meters)          (07/05/01) GPS OBS
 AA5947  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 AA5947
 AA5947  HORZ ORDER  -  FIRST
 AA5947  ELLP ORDER  -  FOURTH    CLASS II
 AA5947
 AA5947.The horizontal coordinates were established by GPS observations
 AA5947.and adjusted by the National Geodetic Survey in July 2001..
 AA5947.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5947.DATUM ITEM on the data sheet items page.
 AA5947
 AA5947.The orthometric height was determined by GPS observations and a
 AA5947.high-resolution geoid model.
 AA5947
 AA5947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5947
 AA5947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5947
 AA5947.The ellipsoidal height was determined by GPS observations
 AA5947.and is referenced to NAD 83.
 AA5947
 AA5947.The geoid height was determined by GEOID03.
 AA5947
 AA5947;                    North         East     Units Scale Factor Converg.
 AA5947;SPC WA S     -   208,703.352   454,958.228   MT  0.99997401   -0 25 54.8
 AA5947;SPC WA S     -   684,720.91  1,492,642.12   sFT  0.99997401   -0 25 54.8
 AA5947;UTM  10      - 5,230,197.259   644,292.664   MT  0.99985588   +1 23 54.7
 AA5947
 AA5947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5947!SPC WA S     -   0.99990311  x   0.99997401  =   0.99987712
 AA5947!UTM  10      -   0.99990311  x   0.99985588  =   0.99975900
 AA5947
 AA5947                          SUPERSEDED SURVEY CONTROL
 AA5947
 AA5947  NAD 83(1991)-  47 12 33.89780(N)    121 05 40.44140(W) AD(       ) 1
 AA5947  ELLIP H (06/21/95)  618.34   (m)                       GP(       ) 4 2
 AA5947
 AA5947.Superseded values are not recommended for survey control.
 AA5947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5947.See file dsdata.txt to determine how the superseded data were derived.
 AA5947
 AA5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4429330197(NAD 83)
 AA5947_MARKER: DD = SURVEY DISK
 AA5947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5947_STAMPING: BIG CREEK 2
 AA5947_MARK LOGO: BPA   
 AA5947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5947+STABILITY: SURFACE MOTION
 AA5947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5947+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5947
 AA5947  HISTORY     - Date     Condition        Report By
 AA5947  HISTORY     - 1993     MONUMENTED       BPA
 AA5947
 AA5947                          STATION DESCRIPTION
 AA5947
 AA5947'DESCRIBED BY BONNEVILLE POWER ADMINISTRATION 1993
 AA5947'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA5947'APPROXIMATELY 4.2 MI (6.8 KM) SOUTHEAST OF THE VILLAGE OF EASTON, AND
 AA5947'APPROXIMATELY 7.2 MI (11.6 KM) WEST OF THE TOWN OF CLE ELUM. TO REACH
 AA5947'THE STATION FROM THE EXIT 78 OVERPASS ON I-90 (GOLF COURSE ROAD),
 AA5947'PROCEED NORTH ON GOLF COURSE ROAD FOR 100 FT (30.5 M) TO THE
 AA5947'INTERSECTION WITH HUNDLEY ROAD.  TURN LEFT AND PROCEED WEST ON HUNDLEY
 AA5947'ROAD FOR 2.2 MI (3.5 KM) TO A CUL DE SAC AT THE END OF THE PAVED ROAD,
 AA5947'NEAR THE ENTRANCE TO THE "RANCH AND RECREATION FACILITY, LATTER DAY
 AA5947'SAINTS."  FOLLOW A WHITE WOODEN FENCE (ON THE SOUTH SIDE) FOR
 AA5947'APPROXIMATELY 300 FT (91.4 M) TO THE STATION ON THE LEFT. THE STATION
 AA5947'IS A U.S. D.O.E SURVEY DISK STAMPED "BIG CREEK 2", AND SET IN A
 AA5947'CONCRETE MONUMENT THAT IS APPROXIMATELY FLUSH WITH THE GROUND LEVEL.
 AA5947'THE DISK IS LOCATED 53.5 FT (16.3 M) NORTH OF THE CENTERLINE OF I-90
 AA5947'WESTBOUND LANE, 66.3 FT (20.2 M) SOUTH OF A WHITE WOODEN FENCELINE,
 AA5947'84.2 FT (25.7 M) EAST OF A SOUTHERN GATEPOST THAT IS 1 FOOT (0.3 M) IN
 AA5947'DIAMETER, AND 3.0 FT (0.9 M) SOUTH OF AN ORANGE CARSONITE WITNESS
 AA5947'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2040 ***********************************************************************
 RC2040  DESIGNATION -  BIG EDDY LIGHT
 RC2040  PID         -  RC2040
 RC2040  STATE/COUNTY-  WA/KLICKITAT
 RC2040  USGS QUAD   -  STACKER BUTTE (1994)
 RC2040
 RC2040                         *CURRENT SURVEY CONTROL
 RC2040  ___________________________________________________________________
 RC2040* NAD 83(1991)-  45 37 31.60046(N)    121 07 19.36002(W)     ADJUSTED  
 RC2040* NAVD 88     -                                                        
 RC2040  ___________________________________________________________________
 RC2040  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 RC2040  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC2040
 RC2040  HORZ ORDER  -  THIRD
 RC2040
 RC2040.The horizontal coordinates were established by classical geodetic methods
 RC2040.and adjusted by the National Geodetic Survey in December 1991..
 RC2040
 RC2040
 RC2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2040
 RC2040.The geoid height was determined by GEOID03.
 RC2040
 RC2040;                    North         East     Units Scale Factor Converg.
 RC2040;SPC WA S     -    32,660.115   451,488.192   MT  1.00005359   -0 27 06.7
 RC2040;SPC WA S     -   107,152.39  1,481,257.51   sFT  1.00005359   -0 27 06.7
 RC2040;SPC OR N     -   217,852.181 2,451,494.342   MT  0.99992633   -0 26 28.1
 RC2040;SPC OR N     -   714,738.13  8,042,960.44   iFT  0.99992633   -0 26 28.1
 RC2040;UTM  10      - 5,054,148.334   646,391.964   MT  0.99986348   +1 20 33.2
 RC2040
 RC2040                          SUPERSEDED SURVEY CONTROL
 RC2040
 RC2040  NAD 83(1991)-  45 37 31.60045(N)    121 07 19.36005(W) AD(       ) 4
 RC2040  NAD 83(1986)-  45 37 31.61359(N)    121 07 19.35144(W) AD(       ) 4
 RC2040  NAD 27      -  45 37 32.16700(N)    121 07 15.10100(W) AD(       ) 3
 RC2040
 RC2040.Superseded values are not recommended for survey control.
 RC2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2040.See file dsdata.txt to determine how the superseded data were derived.
 RC2040
 RC2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4639254148(NAD 83)
 RC2040
 RC2040  HISTORY     - Date     Condition        Report By
 RC2040  HISTORY     - 1959     MONUMENTED       CGS
 RC2040
 RC2040                          STATION DESCRIPTION
 RC2040
 RC2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2040'STATION IS LOCATED ON A SMALL ISLAND LYING ABOUT 30 FT. OFF THE
 RC2040'WASHINGTON SHORE OF THE COLUMBIA RIVER, ABOUT 1 MILE NE OF THE NE
 RC2040'END OF THE LOCKS AT THE DALLES DAM, AND ABOUT 1/2 MILE N OF THE NE
 RC2040'END OF THE POWERHOUSE OF THE DALLES DAM.
 RC2040'
 RC2040'STATION IS THE FINIAL ON THE LIGHT.  THE LIGHT IS MOUNTED ON TOP OF
 RC2040'A BATTERY BOX BY A SHORT LENGTH OF PIPE, AND THE BATTERY BOX RESTS
 RC2040'ON A CONCRETE SLAB.  THE LIGHT IS ABOUT 27 FT ABOVE NORMAL POOL
 RC2040'LEVEL.
 RC2040'
 RC2040'LISTED AS 1323 IN 1959 PACIFIC COAST LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2474 ***********************************************************************
 RC2474  DESIGNATION -  BIG HUCKLEBERRY
 RC2474  PID         -  RC2474
 RC2474  STATE/COUNTY-  WA/SKAMANIA
 RC2474  USGS QUAD   -  BIG HUCKLEBERRY MTN (1994)
 RC2474
 RC2474                         *CURRENT SURVEY CONTROL
 RC2474  ___________________________________________________________________
 RC2474* NAD 83(1991)-  45 50 50.30686(N)    121 47 01.45004(W)     ADJUSTED  
 RC2474* NAVD 88     -      1282.3    (meters)    4207.     (feet)  VERTCON   
 RC2474  ___________________________________________________________________
 RC2474  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 RC2474  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 RC2474
 RC2474  HORZ ORDER  -  SECOND
 RC2474
 RC2474.The horizontal coordinates were established by classical geodetic methods
 RC2474.and adjusted by the National Geodetic Survey in December 1991..
 RC2474
 RC2474.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2474
 RC2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2474
 RC2474.The geoid height was determined by GEOID03.
 RC2474
 RC2474;                    North         East     Units Scale Factor Converg.
 RC2474;SPC WA S     -    57,940.053   400,289.097   MT  0.99999686   -0 55 57.0
 RC2474;SPC WA S     -   190,091.66  1,313,281.81   sFT  0.99999686   -0 55 57.0
 RC2474;UTM  10      - 5,077,801.751   594,436.649   MT  0.99970964   +0 52 21.8
 RC2474
 RC2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2474!SPC WA S     -   0.99980228  x   0.99999686  =   0.99979914
 RC2474!UTM  10      -   0.99980228  x   0.99970964  =   0.99951198
 RC2474
 RC2474                          SUPERSEDED SURVEY CONTROL
 RC2474
 RC2474  NAD 83(1991)-  45 50 50.30650(N)    121 47 01.44994(W) AD(       ) 2
 RC2474  NAD 83(1986)-  45 50 50.31969(N)    121 47 01.45681(W) AD(       ) 2
 RC2474  NAD 27      -  45 50 50.90000(N)    121 46 57.17000(W) AD(       ) 2
 RC2474  NGVD 29 (07/19/86) 1281.2    (m)         4203.     (f) VERT ANG       
 RC2474
 RC2474.Superseded values are not recommended for survey control.
 RC2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2474.See file dsdata.txt to determine how the superseded data were derived.
 RC2474
 RC2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9443777802(NAD 83)
 RC2474_MARKER: DS = TRIANGULATION STATION DISK
 RC2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2474_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RC2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2474+STABILITY: SURFACE MOTION
 RC2474
 RC2474  HISTORY     - Date     Condition        Report By
 RC2474  HISTORY     - 1910     MONUMENTED       CGS
 RC2474  HISTORY     - 1946     MARK NOT FOUND   CGS
 RC2474
 RC2474                          STATION DESCRIPTION
 RC2474
 RC2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (CVH)
 RC2474'ON THE DIVIDE BETWEEN PANTHER CREEK AND THE LITTLE WHITE SALMON
 RC2474'RIVER ABOUT 4 MILES SOUTHEASTERLY FROM STATION HUCKLE, ON THE
 RC2474'HIGHEST POINT OF THE SOUTHERLY OF THE THREE SUMMITS FORMING BIG
 RC2474'HUCKLEBERRY MOUNTAIN.  THE STATION IS BEST REACHED OVER THE FOREST
 RC2474'SERVICE TRAILS FROM WIND RIVER.
 RC2474'
 RC2474'IT IS MARKED BY A BRONZE TABLET IN CONCRETE AS DESCRIBED.
 RC2474
 RC2474                          STATION RECOVERY (1946)
 RC2474
 RC2474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBB)
 RC2474'LOCATED ABOUT 9.5 MILES NORTH-NORTHEAST OF CARSON ON THE DIVIDE
 RC2474'BETWEEN PANTHER CREEK AND THE LITTLE WHITE SALMON RIVER.  IT IS ON
 RC2474'THE HIGHEST POINT OF THE MOST SOUTHERLY OF THREE SUMMITS FORMING
 RC2474'BIG HUCKLEBERRY MOUNTAIN.  STATION IS A STANDARD USC AND GS BRONZE
 RC2474'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT.
 RC2474'
 RC2474'A SEARCH WAS MADE FOR THE STATION AT TWO DIFFERENT TIMES, FIRST
 RC2474'BY THE BUILDING PARTY AND LATER BY THE OBSERVING PARTY.  A LOOKOUT
 RC2474'HOUSE HAS BEEN PLACED ON THE SUMMIT OF MOUNTAIN, AND AS THE LOOKOUT
 RC2474'HOUSE WAS NOT MENTIONED IN THE ORIGINAL DESCRIPTION, IT IS
 RC2474'POSSIBLE THAT IT WAS CONSTRUCTED OVER THE STATION.  A SEARCH FOR
 RC2474'THE STATION COULD NOT BE MADE UNDER THE LOOKOUT HOUSE AS IT IS
 RC2474'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2472 ***********************************************************************
 RC2472  DESIGNATION -  BIG HUCKLEBERRY 2
 RC2472  PID         -  RC2472
 RC2472  STATE/COUNTY-  WA/SKAMANIA
 RC2472  USGS QUAD   -  BIG HUCKLEBERRY MTN (1994)
 RC2472
 RC2472                         *CURRENT SURVEY CONTROL
 RC2472  ___________________________________________________________________
 RC2472* NAD 83(1991)-  45 50 50.48523(N)    121 47 01.69608(W)     ADJUSTED  
 RC2472* NAVD 88     -      1280.6    (meters)    4201.     (feet)  VERTCON   
 RC2472  ___________________________________________________________________
 RC2472  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 RC2472  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 RC2472
 RC2472  HORZ ORDER  -  SECOND
 RC2472
 RC2472.The horizontal coordinates were established by classical geodetic methods
 RC2472.and adjusted by the National Geodetic Survey in December 1991..
 RC2472
 RC2472.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2472
 RC2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2472
 RC2472.The geoid height was determined by GEOID03.
 RC2472
 RC2472;                    North         East     Units Scale Factor Converg.
 RC2472;SPC WA S     -    57,945.645   400,283.878   MT  0.99999685   -0 55 57.2
 RC2472;SPC WA S     -   190,110.00  1,313,264.69   sFT  0.99999685   -0 55 57.2
 RC2472;UTM  10      - 5,077,807.175   594,431.258   MT  0.99970963   +0 52 21.6
 RC2472
 RC2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2472!SPC WA S     -   0.99980254  x   0.99999685  =   0.99979939
 RC2472!UTM  10      -   0.99980254  x   0.99970963  =   0.99951223
 RC2472
 RC2472|---------------------------------------------------------------------|
 RC2472| PID    Reference Object                     Distance      Geod. Az  |
 RC2472|                                                           dddmmss.s |
 RC2472| CF4129 BIG HUCKLEBERRY 2 RM 1                4.455 METERS 10950     |
 RC2472| RC2473 BIG HUCKLEBERRY MTN LOT               3.898 METERS 15855     |
 RC2472| CF4130 BIG HUCKLEBERRY 2 RM 2                3.216 METERS 22107     |
 RC2472| CF4128 BIG HUCKLEBERRY 2 AZ MK                            3191204.8 |
 RC2472|---------------------------------------------------------------------|
 RC2472
 RC2472                          SUPERSEDED SURVEY CONTROL
 RC2472
 RC2472  NAD 83(1991)-  45 50 50.48488(N)    121 47 01.69622(W) AD(       ) 2
 RC2472  NAD 83(1986)-  45 50 50.49795(N)    121 47 01.70242(W) AD(       ) 2
 RC2472  NAD 27      -  45 50 51.08300(N)    121 46 57.41400(W) AD(       ) 2
 RC2472  NGVD 29 (07/19/86) 1279.5    (m)         4198.     (f) VERT ANG       
 RC2472
 RC2472.Superseded values are not recommended for survey control.
 RC2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2472.See file dsdata.txt to determine how the superseded data were derived.
 RC2472
 RC2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9443177807(NAD 83)
 RC2472_MARKER: DS = TRIANGULATION STATION DISK
 RC2472_SETTING: 80 = SET IN A BOULDER
 RC2472_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RC2472
 RC2472  HISTORY     - Date     Condition        Report By
 RC2472  HISTORY     - 1946     MONUMENTED       CGS
 RC2472
 RC2472                          STATION DESCRIPTION
 RC2472
 RC2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 RC2472'ABOUT 8 MILES NORTHEAST OF THE HEMLOCK RANGER STATION ON THE
 RC2472'SUMMIT OF BIG HUCKLEBERRY MOUNTAIN IN THE COLUMBIA NATIONAL
 RC2472'FOREST.  IT IS 12.7 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 RC2472'LOOKOUT HOUSE AND 5.3 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 RC2472'THE LOOKOUT TOWER.
 RC2472'
 RC2472'TO REACH FROM CARSON.  GO NORTH ON STATE HIGHWAY NUMBER 8C FOR
 RC2472'8.45 MILES, CONTINUE STRAIGHT AHEAD AS PER THE SIGN READING
 RC2472'GOVERNMENT MINERAL SPRINGS AND GO NORTH FOR 1.2 MILES, TURN RIGHT
 RC2472'ONTO A GRADED ROAD KNOWN AS THE TROUT LAKE ROAD AND GO EAST FOR
 RC2472'13.1 MILES TO THE RACE TRACK GUARD STATION, TAKE THE RIGHT HAND
 RC2472'FORK, CROSS A BOARD BRIDGE AND GO EAST AND SOUTH FOR 0.3 MILE,
 RC2472'TURN RIGHT AS PER THE SIGN READING BIG HUCKELBERRY LOOKOUT AND
 RC2472'GO SOUTH ON THE MAIN TRAVELED ROAD FOR 2.3 MILES TO THE END OF
 RC2472'THE ROAD.  FROM THIS POINT PACK UP THE TRAIL TO THE LEFT, AS
 RC2472'PER THE TRAIL SIGN READING BIG HUCKELBERRY L.O. 3-1/2 FT AND GO
 RC2472'SOUTH AND WEST FOR 3.5 MILES TO THE TOP OF THE HILL AND THE
 RC2472'STATION.
 RC2472'
 RC2472'THE STATION IS A STANDARD DISK, STAMPED BIG HUCKELBERRY 2 1946,
 RC2472'SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE GROUND.
 RC2472'
 RC2472'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BIG
 RC2472'HUCKELBERRY 2 NO 1 1946, SET INTO A DRILL HOLE IN A BOULDER WHICH
 RC2472'IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE STATION.  IT IS
 RC2472'1.9 FEET EAST OF THE NORTHEAST CORNER OF THE LOOKOUT HOUSE.
 RC2472'
 RC2472'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BIG
 RC2472'HUCKELBERRY 2 NO 2 1946, SET INTO A DRILL HOLE IN A BOULDER WHICH
 RC2472'IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE STATION.  IT IS
 RC2472'5.7 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE LOOKOUT HOUSE.
 RC2472'
 RC2472'SUBSTITUTE STATION A IS THE CENTER OF THE FOREST SERVICE LOOKOUT
 RC2472'HOUSE.  THE BASE OF THE HOUSE IS LEVEL WITH THE STATION.
 RC2472'
 RC2472'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BIG HUCKELBERRY 2
 RC2472'1946, SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 4
 RC2472'FEET.  IT IS ABOUT 0.3 MILE NORTHWEST OF THE STATION AND ON THE
 RC2472'CREST OF THE RIDGE WITH HIGHER GROUND ABOUT 50 FEET TO THE
 RC2472'NORTH.  IT IS ON THE SOUTH SLOPE OF THE THIRD KNOLL ALONG THE
 RC2472'CREST OF THE RIDGE WHICH LEADS TOWARD THE NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2473 ***********************************************************************
 RC2473  DESIGNATION -  BIG HUCKLEBERRY MTN LOT
 RC2473  PID         -  RC2473
 RC2473  STATE/COUNTY-  WA/SKAMANIA
 RC2473  USGS QUAD   -  BIG HUCKLEBERRY MTN (1994)
 RC2473
 RC2473                         *CURRENT SURVEY CONTROL
 RC2473  ___________________________________________________________________
 RC2473* NAD 83(1991)-  45 50 50.36742(N)    121 47 01.63109(W)     ADJUSTED  
 RC2473* NAVD 88     -                                                        
 RC2473  ___________________________________________________________________
 RC2473  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 RC2473  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 RC2473
 RC2473  HORZ ORDER  -  THIRD
 RC2473
 RC2473.The horizontal coordinates were established by classical geodetic methods
 RC2473.and adjusted by the National Geodetic Survey in December 1991..
 RC2473
 RC2473
 RC2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2473
 RC2473.The geoid height was determined by GEOID03.
 RC2473
 RC2473;                    North         East     Units Scale Factor Converg.
 RC2473;SPC WA S     -    57,941.986   400,285.221   MT  0.99999686   -0 55 57.1
 RC2473;SPC WA S     -   190,098.00  1,313,269.10   sFT  0.99999686   -0 55 57.1
 RC2473;UTM  10      - 5,077,803.560   594,432.715   MT  0.99970963   +0 52 21.7
 RC2473
 RC2473                          SUPERSEDED SURVEY CONTROL
 RC2473
 RC2473  NAD 83(1991)-  45 50 50.36706(N)    121 47 01.63124(W) AD(       ) 4
 RC2473  NAD 83(1986)-  45 50 50.37996(N)    121 47 01.63761(W) AD(       ) 4
 RC2473  NAD 27      -  45 50 50.96500(N)    121 46 57.35000(W) AD(       ) 3
 RC2473
 RC2473.Superseded values are not recommended for survey control.
 RC2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2473.See file dsdata.txt to determine how the superseded data were derived.
 RC2473
 RC2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9443377804(NAD 83)
 RC2473
 RC2473  HISTORY     - Date     Condition        Report By
 RC2473  HISTORY     - 1938     MONUMENTED       CGS
 RC2473  HISTORY     - 1941     SEE DESCRIPTION  USFS
 RC2473  HISTORY     - 1969     SEE DESCRIPTION  USFS
 RC2473
 RC2473                          STATION DESCRIPTION
 RC2473
 RC2473'DESCRIBED BY US FOREST SERVICE 1941
 RC2473'THIS INTERSECTION STATION IS CENTER OF U.S. FOREST SERVICE
 RC2473'LOOKOUT HOUSE, SITTING ON GROUND, ON SUMMIT OF BIG HUCKLEBERRY
 RC2473'MOUNTAIN, ELEVATION 4201 FEET, SITUATED ON SUMMIT OF CASCADE RANGE
 RC2473'ABOUT 8 MILES AIRLINE NORTH OF CARSON.  POINT IS NEAR HEAD OF
 RC2473'BEAR CREEK, TRIBUTARY TO WIND RIVER.  REACHED FROM HEMLOCK RANGER
 RC2473'STATION BY DRIVING NORTHEAST ON GULER ROAD ABOUT 15 MILES TO
 RC2473'RACE TRACK GUARD STATION, THENCE SOUTH ABOUT 5 MILES BY
 RC2473'TRAIL.  STATION IS ON HIGHEST POINT OF MOST SOUTHWARD OF THREE
 RC2473'SUMMITS FORMING MOUNTAIN.  STATION BIG HUCKLEBERRY OF 1916,
 RC2473'MARKED BY DISK IN ROCK, IS 4.15 METERS (13.6 FEET) SOUTHEAST OF
 RC2473'CENTER OF HOUSE IN AZIMUTH 295 DEG 52 MIN ACCORDING TO
 RC2473'MEASUREMENTS BY U.S. FOREST SERVICE.
 RC2473'
 RC2473'MEASUREMENT FROM CENTER OF HOUSE DOES NOT CHECK ANY TOO WELL
 RC2473'WITH POSITION OF BIG HUCKLEBERRY.  THE PRINTED POSITIONS OF THE
 RC2473'TWO POINTS INDICATE THAT THEY ARE IN THE SAME LATITUDE.  BIG
 RC2473'HUCKLEBERRY IS A NO CHECK POINT.
 RC2473
 RC2473                          STATION RECOVERY (1969)
 RC2473
 RC2473'RECOVERY NOTE BY US FOREST SERVICE 1969
 RC2473'LTR OF FOREST SERVICE DATED 2/13/69
 RC2473'
 RC2473'LOOKOUT TOWER HAVE BEEN REMOVED, NO PREVIOUS DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1799 ***********************************************************************
 TR1799  DESIGNATION -  BIG ROCK 1897
 TR1799  PID         -  TR1799
 TR1799  STATE/COUNTY-  WA/SAN JUAN
 TR1799  USGS QUAD   -  RICHARDSON (1977)
 TR1799
 TR1799                         *CURRENT SURVEY CONTROL
 TR1799  ___________________________________________________________________
 TR1799* NAD 83(1991)-  48 29 47.46479(N)    122 56 30.94238(W)     ADJUSTED  
 TR1799* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 TR1799  ___________________________________________________________________
 TR1799  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 TR1799  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 TR1799
 TR1799  HORZ ORDER  -  SECOND
 TR1799
 TR1799.The horizontal coordinates were established by classical geodetic methods
 TR1799.and adjusted by the National Geodetic Survey in December 1991..
 TR1799
 TR1799.The orthometric height was scaled from a topographic map.
 TR1799
 TR1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1799
 TR1799.The geoid height was determined by GEOID03.
 TR1799
 TR1799;                    North         East     Units Scale Factor Converg.
 TR1799;SPC WA N     -   168,524.261   344,186.271   MT  0.99996407   -1 34 11.6
 TR1799;SPC WA N     -   552,900.01  1,129,217.79   sFT  0.99996407   -1 34 11.6
 TR1799;UTM  10      - 5,371,490.161   504,290.147   MT  0.99960023   +0 02 36.6
 TR1799
 TR1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1799!SPC WA N     -   0.99999394  x   0.99996407  =   0.99995801
 TR1799!UTM  10      -   0.99999394  x   0.99960023  =   0.99959417
 TR1799
 TR1799:                Primary Azimuth Mark                     Grid Az
 TR1799:SPC WA N     -  SHARK REEF RESET                         192 21 31.1
 TR1799:UTM  10      -  SHARK REEF RESET                         190 44 42.9
 TR1799
 TR1799|---------------------------------------------------------------------|
 TR1799| PID    Reference Object                     Distance      Geod. Az  |
 TR1799|                                                           dddmmss.s |
 TR1799| TR1806 SHARK REEF RESET                    APPROX. 2.3 KM 1904719.5 |
 TR1799|---------------------------------------------------------------------|
 TR1799
 TR1799                          SUPERSEDED SURVEY CONTROL
 TR1799
 TR1799  NAD 83(1986)-  48 29 47.46616(N)    122 56 30.94550(W) AD(       ) 2
 TR1799  NAD 27      -  48 29 48.10800(N)    122 56 26.32000(W) AD(       ) 2
 TR1799
 TR1799.Superseded values are not recommended for survey control.
 TR1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1799.See file dsdata.txt to determine how the superseded data were derived.
 TR1799
 TR1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0429071490(NAD 83)
 TR1799
 TR1799  HISTORY     - Date     Condition        Report By
 TR1799  HISTORY     - 1897     MONUMENTED       CGS
 TR1799  HISTORY     - 1903     SEE DESCRIPTION  CGS
 TR1799  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR1799  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1799
 TR1799                          STATION DESCRIPTION
 TR1799
 TR1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (JJG)
 TR1799'THIS STATION IS ON THE CONSPICUOUS BIG ROCK AT FIRST POINT S OF
 TR1799'FISHERMANS BAY, 1-1/4 MILES FROM STATION RED.  THE ROCK LIES
 TR1799'OUTSIDE THE BLUFF ABOUT 10 STEPS AND IS SURROUNDED BY WATER AT
 TR1799'HIGHEST TIDES.  IT IS ABOUT 14 FEET HIGH, AND IS 16 BY 16 FEET
 TR1799'ACROSS.
 TR1799'
 TR1799'UPPER SURFACE OF ROCK IS SHELVING.  STATION IS MARKED BY A 1/2-INCH
 TR1799'HOLE, 2 INCHES DEEP, NEAR SW PART OF SURFACE, WHERE IT IS NEARLY
 TR1799'LEVEL.
 TR1799
 TR1799                          STATION RECOVERY (1903)
 TR1799
 TR1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1903 (EFD)
 TR1799'STATION FOUND AS DESCRIBED, SIGNAL STILL STANDING.  ENLARGED IT
 TR1799'FOR HYDROGRAPHIC WORK AND WHITE WASHED ROCK AT FOOT OF SIGNAL.
 TR1799
 TR1799                          STATION RECOVERY (1940)
 TR1799
 TR1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR1799'AT ROCK POINT ON THE W SIDE OF LOPEZ ISLAND.  STATION MARK IS A
 TR1799'STANDARD DISK (REPLACING OLD 1/2-INCH DRILL HOLE) STAMPED BIG
 TR1799'ROCK, 1897-1940 SET IN CONCRETE IN A DRILL HOLE IN THE TOP OF THE
 TR1799'FLAT SURFACE OF THE ONE AND ONLY HIGH BOULDER (ABOUT 15 FEET
 TR1799'DIAMETER).  THIS BOULDER IS LOCATED ON THE HIGH-WATER LINE OF THE
 TR1799'SAND AND GRAVEL BEACH EXTENDING BOTH NORTHWARD AND SOUTHWARD.
 TR1799'THE TOP IS FLAT BUT INCLINES TOWARD THE WATER.  THE FOLLOWING
 TR1799'MEASUREMENTS AND DIRECTIONS (APPROXIMATELY TRUE) WERE TAKEN
 TR1799'TO THE EDGE OF THE BOULDER FROM THE STATION MARK--N IS 4.2
 TR1799'METERS.  E IS 4.2 METERS.  S IS 2.4 METERS.  AND W IS 3.6
 TR1799'METERS.
 TR1799'
 TR1799'NO OLD REFERENCE MARKS EXISTED.  NO NEW ONES WERE ESTABLISHED.
 TR1799
 TR1799                          STATION RECOVERY (1953)
 TR1799
 TR1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR1799'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TR1799'L.C.W. IN 1940.  THE 1940 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1216 ***********************************************************************
 SX1216  DESIGNATION -  BIG SNOW
 SX1216  PID         -  SX1216
 SX1216  STATE/COUNTY-  WA/KING
 SX1216  USGS QUAD   -  BIG SNOW MTN (1965)
 SX1216
 SX1216                         *CURRENT SURVEY CONTROL
 SX1216  ___________________________________________________________________
 SX1216* NAD 83(1991)-  47 32 05.87840(N)    121 21 57.03954(W)     ADJUSTED  
 SX1216* NAVD 88     -      2037.     (meters)    6683.     (feet)  SCALED    
 SX1216  ___________________________________________________________________
 SX1216  LAPLACE CORR-          20.48  (seconds)                    DEFLEC99
 SX1216  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 SX1216
 SX1216  HORZ ORDER  -  FIRST
 SX1216
 SX1216.The horizontal coordinates were established by classical geodetic methods
 SX1216.and adjusted by the National Geodetic Survey in December 1991..
 SX1216
 SX1216.The orthometric height was scaled from a topographic map.
 SX1216
 SX1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1216
 SX1216.The geoid height was determined by GEOID03.
 SX1216
 SX1216;                    North         East     Units Scale Factor Converg.
 SX1216;SPC WA N     -    59,617.427   459,905.943   MT  0.99999366   -0 23 47.3
 SX1216;SPC WA N     -   195,594.84  1,508,874.75   sFT  0.99999366   -0 23 47.3
 SX1216;SPC WA S     -   245,085.796   434,805.419   MT  1.00005241   -0 37 44.2
 SX1216;SPC WA S     -   804,085.65  1,426,524.11   sFT  1.00005241   -0 37 44.2
 SX1216;UTM  10      - 5,265,909.781   622,990.678   MT  0.99978589   +1 12 20.3
 SX1216
 SX1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1216!SPC WA N     -   0.99968384  x   0.99999366  =   0.99967750
 SX1216!SPC WA S     -   0.99968384  x   1.00005241  =   0.99973623
 SX1216!UTM  10      -   0.99968384  x   0.99978589  =   0.99946980
 SX1216
 SX1216:                Primary Azimuth Mark                     Grid Az
 SX1216:SPC WA N     -  BALD EAGLE                               038 18 33.1
 SX1216:SPC WA S     -  BALD EAGLE                               038 32 30.0
 SX1216:UTM  10      -  BALD EAGLE                               036 42 25.5
 SX1216
 SX1216|---------------------------------------------------------------------|
 SX1216| PID    Reference Object                     Distance      Geod. Az  |
 SX1216|                                                           dddmmss.s |
 SX1216| SX1219 BALD EAGLE                          APPROX.11.5 KM 0375445.8 |
 SX1216| CF4132 BIG SNOW RM 2                         2.643 METERS 05433     |
 SX1216| SX1245 AMABILIS AIR BEACON                 APPROX.28.6 KM 1633231.9 |
 SX1216| SX1247 KATHERINE AIR BEACON                APPROX.18.7 KM 1941740.3 |
 SX1216| SX1253 SNOQUALMIE                          APPROX. 9.3 KM 2041846.2 |
 SX1216| SX1252 KALEETAN                            APPROX.11.7 KM 2262735.2 |
 SX1216| CF4131 BIG SNOW RM 1                         6.888 METERS 30746     |
 SX1216| SX1442 BARE MOUNTAIN LOOKOUT               APPROX.16.6 KM 3200619.9 |
 SX1216|---------------------------------------------------------------------|
 SX1216
 SX1216                          SUPERSEDED SURVEY CONTROL
 SX1216
 SX1216  NAD 83(1986)-  47 32 05.87184(N)    121 21 57.03421(W) AD(       ) 1
 SX1216  NAD 27      -  47 32 06.46700(N)    121 21 52.68800(W) AD(       ) 1
 SX1216
 SX1216.Superseded values are not recommended for survey control.
 SX1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1216.See file dsdata.txt to determine how the superseded data were derived.
 SX1216
 SX1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT2299165910(NAD 83)
 SX1216
 SX1216  HISTORY     - Date     Condition        Report By
 SX1216  HISTORY     - 1937     MONUMENTED       WAGS
 SX1216
 SX1216                          STATION DESCRIPTION
 SX1216
 SX1216'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1216'STATION IS LOCATED ABOUT 17 MILES, AIR LINE, E FROM NORTH BEND
 SX1216'AND ABOUT 8.0 MILES, AIR LINE, SE FROM THE TAYLOR RIVER FOREST
 SX1216'SERVICE GUARD STATION ON THE CENTRAL ONE OF THREE SMALL ROCKY
 SX1216'KNOBS TO BE SEEN FROM THE TOP OF THE RIDGE.  THESE KNOBS ARE
 SX1216'BARREN OF TREES AND VERY ROCKY, THE ONE ON THE RIGHT IS VERY
 SX1216'DARK, AS THOUGH THE ROCKS HAD BEEN TOUCHED BY FIRE, THE ONE TO
 SX1216'THE LEFT HAS A ROCK CAIRN ON TOP AND CAN BE SEEN VERY PLAINLY.
 SX1216'THE EDGE OF THE RIDGE CAN BE SEEN FROM THE END OF THE TRAIL
 SX1216'BUT THE THREE KNOBS CANNOT BE SEEN UNTIL THE TOP OF THE RIDGE
 SX1216'IS REACHED AND YOU ARE NEAR THE STATION ITSELF.
 SX1216'
 SX1216'STATION IS REACHED AS FOLLOWS--FROM NORTH BEND GO NE 7.0 MILES
 SX1216'TO NORTH BEND LOGGING CAMP 15 AND TAKE THE LOGGING SPEEDER TO
 SX1216'TAYLOR RIVER GUARD STATION, INQUIRE AT FOREST SERVICE STATION AT
 SX1216'NORTH BEND ABOUT SPEEDER.  FROM TAYLOR RIVER GUARD STATION WALK
 SX1216'UP OLD RAILROAD GRADE ABOUT 4 MILES TO THE DINGFORD CREEK TRAIL,
 SX1216'DINGFORD CREEK IS THE FIRST LARGE CREEK COMING DOWN FROM THE N.
 SX1216'THE TRAIL TAKES OFF ABOUT 300 YARDS BELOW THE CREEK IN AN OLD
 SX1216'BURNED LOG LANDING.  TAKE THE TRAIL UP DINGFORD CREEK FOR ABOUT
 SX1216'3.0 MILES WHICH ZIG-ZAGS UP THROUGH AN OLD BURN AND ENTERS THE
 SX1216'TIMBER TO FORKS, SIGN HERE, HESTER LAKE TRAIL, TAKE RIGHT
 SX1216'FORK ON HESTER LAKE TRAIL AND GO ABOUT 1.5 MILES TO AN OLD
 SX1216'TRAIL CAMP AND FORKS, SIGN HERE, BIG SNOW BASIN TRAIL, AND GO
 SX1216'ABOUT 1.5 MILES TO ITS END.  THERE IS NO TRAIL FROM HERE ON.
 SX1216'FROM END OF TRAIL SWING SHARP TO THE LEFT UNTIL THE TOP OF
 SX1216'THE RIDGE IS REACHED AND THEN FOLLOW THE RIDGE TO RIGHT FOR
 SX1216'ABOUT 1.5 MILES TO SUMMIT.
 SX1216'
 SX1216'THIS IS AN 9 TO 10 HOUR PACK FROM THE TAYLOR RIVER GUARD STATION
 SX1216'TO SUMMIT.  FOREST SERVICE WILL BE OF VERY MUCH HELP WHEN GOING
 SX1216'IN TO THIS STATION, AS FOR LOAN OF KEYS TO TAYLOR CABIN AND TO
 SX1216'DIRECTIONS.  THERE IS WATER ALL ALONG THE TRAIL AND A NICE STREAM
 SX1216'AT THE END OF THE TRAIL.  SNOW WATER CAN BE HAD JUST BEFORE
 SX1216'REACHING THE SUMMIT AND A NICE PLACE TO CAMP.  WOOD IS VERY SCARCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1115 ***********************************************************************
 SW1115  DESIGNATION -  BIG SPRING
 SW1115  PID         -  SW1115
 SW1115  STATE/COUNTY-  WA/LINCOLN
 SW1115  USGS QUAD   -  MC COY LAKE (1985)
 SW1115
 SW1115                         *CURRENT SURVEY CONTROL
 SW1115  ___________________________________________________________________
 SW1115* NAD 83(1991)-  47 56 03.33068(N)    118 14 09.25116(W)     ADJUSTED  
 SW1115* NAVD 88     -       705.2    (meters)    2314.     (feet)  VERTCON   
 SW1115  ___________________________________________________________________
 SW1115  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 SW1115  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SW1115
 SW1115  HORZ ORDER  -  SECOND
 SW1115
 SW1115.The horizontal coordinates were established by classical geodetic methods
 SW1115.and adjusted by the National Geodetic Survey in December 1991..
 SW1115
 SW1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1115
 SW1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1115
 SW1115.The geoid height was determined by GEOID03.
 SW1115
 SW1115;                    North         East     Units Scale Factor Converg.
 SW1115;SPC WA N     -   107,147.402   694,033.225   MT  0.99994737   +1 56 01.8
 SW1115;SPC WA N     -   351,532.77  2,277,007.34   sFT  0.99994737   +1 56 01.8
 SW1115;UTM  11      - 5,309,732.525   407,690.840   MT  0.99970470   -0 55 03.3
 SW1115
 SW1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1115!SPC WA N     -   0.99989246  x   0.99994737  =   0.99983984
 SW1115!UTM  11      -   0.99989246  x   0.99970470  =   0.99959719
 SW1115
 SW1115|---------------------------------------------------------------------|
 SW1115| PID    Reference Object                     Distance      Geod. Az  |
 SW1115|                                                           dddmmss.s |
 SW1115| CF1945 BIG SPRING RM 1                       8.685 METERS 02450     |
 SW1115| SW1174 MARBLE                              APPROX. 2.5 KM 2280634.8 |
 SW1115|---------------------------------------------------------------------|
 SW1115
 SW1115                          SUPERSEDED SURVEY CONTROL
 SW1115
 SW1115  NAD 83(1986)-  47 56 03.33977(N)    118 14 09.24611(W) AD(       ) 2
 SW1115  NAD 27      -  47 56 03.76800(N)    118 14 05.30600(W) AD(       ) 2
 SW1115  NGVD 29 (07/19/86)  704.0    (m)         2310.     (f) VERT ANG       
 SW1115
 SW1115.Superseded values are not recommended for survey control.
 SW1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1115.See file dsdata.txt to determine how the superseded data were derived.
 SW1115
 SW1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP0769109733(NAD 83)
 SW1115_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1115_SETTING: 66 = SET IN ROCK OUTCROP
 SW1115_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1115
 SW1115  HISTORY     - Date     Condition        Report By
 SW1115  HISTORY     - 1935     MONUMENTED       BOR
 SW1115
 SW1115                          STATION DESCRIPTION
 SW1115
 SW1115'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1115'STATION IS LOCATED ON HIGHEST POINT OF GRANITE KNOB RISING TO
 SW1115'ABOUT 2,100 FEET, IN THE SW 1/4 SEC. 11, T. 28 N., R. 36 E. WM.
 SW1115'
 SW1115'STATION IS REACHED BY DRIVING N FROM DAVENPORT ON STATE HIGHWAY
 SW1115'22.  21.9 MILES (LAST TURN BEFORE REACHING DETILLIAN BRIDGE),
 SW1115'CONTINUE STRAIGHT AHEAD OFF HIGHWAY 22 ONTO ROAD DOWN S SIDE OF
 SW1115'SPOKANE RIVER.  22.4, TURN LEFT THROUGH GATE AND UP DRAW.  22.5,
 SW1115'THROUGH FARMYARD AND UP HILL TO GATE AT 22.8.  TURN RIGHT THROUGH
 SW1115'GATE AND FOLLOW OLD ROAD.  23.1, LEFT THROUGH GATE AND BEAR
 SW1115'ACROSS FLAT TO DEEP DRAW AT 23.4.  LEAVE CAR HERE AND HIKE TO
 SW1115'STATION AT TOP OF HILL TO W.  MAY ALSO BE REACHED BY LEAVING CAR
 SW1115'AT J.D. HINK RANCH (23.4 MILES ON RIVER ROAD) AND CLIMBING TO
 SW1115'HIGH ROCK KNOB 1/2 MILE SW OF RANCH.
 SW1115'
 SW1115'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND
 SW1115'20A, RESPECTIVELY.  TRIANGLE CHISELED AROUND CROSS ON R.M.
 SW1115'
 SW1115'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4015 ***********************************************************************
 SY4015  DESIGNATION -  BIG Z 1915
 SY4015  PID         -  SY4015
 SY4015  STATE/COUNTY-  WA/KING
 SY4015  USGS QUAD   -  
 SY4015
 SY4015                         *CURRENT SURVEY CONTROL
 SY4015  ___________________________________________________________________
 SY4015* NAD 83(1991)-  47 38 53.53643(N)    122 20 07.04580(W)     ADJUSTED  
 SY4015* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 SY4015  ___________________________________________________________________
 SY4015  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 SY4015  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY4015
 SY4015  HORZ ORDER  -  SECOND
 SY4015
 SY4015.The horizontal coordinates were established by classical geodetic methods
 SY4015.and adjusted by the National Geodetic Survey in December 1991..
 SY4015
 SY4015.The orthometric height was scaled from a topographic map.
 SY4015
 SY4015.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4015
 SY4015.The geoid height was determined by GEOID03.
 SY4015
 SY4015;                    North         East     Units Scale Factor Converg.
 SY4015;SPC WA N     -    73,169.741   387,165.942   MT  0.99997565   -1 07 05.7
 SY4015;SPC WA N     -   240,057.73  1,270,226.93   sFT  0.99997565   -1 07 05.7
 SY4015;UTM  10      - 5,277,414.832   549,920.399   MT  0.99963062   +0 29 28.5
 SY4015
 SY4015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4015!SPC WA N     -   1.00000041  x   0.99997565  =   0.99997606
 SY4015!UTM  10      -   1.00000041  x   0.99963062  =   0.99963103
 SY4015
 SY4015                          SUPERSEDED SURVEY CONTROL
 SY4015
 SY4015  NAD 83(1986)-  47 38 53.52997(N)    122 20 07.05100(W) AD(       ) 2
 SY4015  NAD 27      -  47 38 54.17800(N)    122 20 02.59900(W) AD(       ) 2
 SY4015
 SY4015.Superseded values are not recommended for survey control.
 SY4015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4015.See file dsdata.txt to determine how the superseded data were derived.
 SY4015
 SY4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4992077415(NAD 83)
 SY4015
 SY4015  HISTORY     - Date     Condition        Report By
 SY4015  HISTORY     - 1915     MONUMENTED       CGS
 SY4015  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY4015  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4015  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY4015  HISTORY     - 20010520 MARK NOT FOUND   USPSQD
 SY4015
 SY4015                          STATION DESCRIPTION
 SY4015
 SY4015'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (GTR)
 SY4015'THE STATION IS LOCATED ON TOP OF THE BIG Z SHOE FACTORY AT THE CORNER
 SY4015'OF EWING AND BURKE STREETS, SEATTLE, WASHINGTON.
 SY4015'
 SY4015'IT IS LOCATED ON THE TOP OF THE PARAPET ON THE ELEVATOR TOWER ON THE
 SY4015'NE CORNER OF THE BUILDING.
 SY4015'
 SY4015'THE STATION IS MARKED BY A 3/4-INCH HOLE DRILLED IN THE TOP
 SY4015'SURFACE OF THE E EDGE OF PARAPET 1 INCH IN DEPTH.
 SY4015
 SY4015                          STATION RECOVERY (1934)
 SY4015
 SY4015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HJO)
 SY4015'THIS STATION RECOVERED AS DESCRIBED--IT IS ON THE NE CORNER OF THE
 SY4015'BUILDING NOW OCCUPIED BY THE FORRESTER SHOE MANUFACTURING COMPANY,
 SY4015'CEMENTED INTO THE COPING OF THE SQUARE CONCRETE TOWER ON THE HIGHEST
 SY4015'PART OF THE ROOF.  THE BIG Z SIGN WHICH ONCE STOOD ON THE ROOF HAS
 SY4015'NOW BEEN REMOVED.
 SY4015'
 SY4015'(FORRESTER SHOE MANUFACTURING COMPANY IS LOCATED AT INTERSECTION OF
 SY4015'WALLINGFORD AVENUE AND N THIRTY-FOURTH STREET, SEATTLE).
 SY4015
 SY4015                          STATION RECOVERY (1951)
 SY4015
 SY4015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4015'STATION IS A STANDARD DISK CEMENTED IN THE COPING OF THE SQUARE
 SY4015'CONCRETE TOWER AT THE NE CORNER OF THE BUILDING OCCUPIED BY THE
 SY4015'GRANDMA BAKING COMPANY, INC., 3400 WALLINGFORD AVENUE.  ALONG THE S
 SY4015'SIDE OF THE BUILDING FRONTING N THIRTY-FOURTH STREET HAS BEEN ERECTED
 SY4015'A HIGH SIGN ON A STEEL FRAME CARRYING THE LETTERS GRANDMAS COOKIES.
 SY4015'THE SIGN OBSTRUCTS THE USE OF THE STATION TO THE S AND SW.  A
 SY4015'20-FOOT LADDER REQUIRED TO REACH THE TOP OF THE TOWER.
 SY4015
 SY4015                          STATION RECOVERY (1953)
 SY4015
 SY4015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4015'THE STATION IS A STANDARD DISK CEMENTED INTO THE E PARAPET WALL ON
 SY4015'THE TOWER AT THE NE CORNER OF THE BUILDING AT 3400 WALLINGFORD
 SY4015'AVENUE, OCCUPIED BY THE GRANDMA BAKING CO., INC.  THE MARK IS ABOUT
 SY4015'2 FT. FROM THE SE CORNER OF THE COPING OF THE E WALL.  A NEW SUGAR
 SY4015'STORAGE TANK IS BEING CONSTRUCTED ON THE TOWER, BUT THE MARK IS
 SY4015'INTACT, COVERED WITH SEVERAL LAYERS OF TAR, ROOFING PAPER AND
 SY4015'GRAVEL.  IT WILL BE IMPOSSIBLE TO OCCUPY THE STATION WHEN
 SY4015'CONSTRUCTION IS COMPLETE.
 SY4015
 SY4015                          STATION RECOVERY (2001)
 SY4015
 SY4015'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2428 ***********************************************************************
 TR2428  DESIGNATION -  BIGHT 1907
 TR2428  PID         -  TR2428
 TR2428  STATE/COUNTY-  WA/CLALLAM
 TR2428  USGS QUAD   -  EDIZ HOOK (1978)
 TR2428
 TR2428                         *CURRENT SURVEY CONTROL
 TR2428  ___________________________________________________________________
 TR2428* NAD 83(1991)-  48 07 56.20280(N)    123 29 14.91570(W)     ADJUSTED  
 TR2428* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 TR2428  ___________________________________________________________________
 TR2428  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 TR2428  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 TR2428
 TR2428  HORZ ORDER  -  THIRD
 TR2428
 TR2428.The horizontal coordinates were established by classical geodetic methods
 TR2428.and adjusted by the National Geodetic Survey in December 1991..
 TR2428
 TR2428.The orthometric height was scaled from a topographic map.
 TR2428
 TR2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2428
 TR2428.The geoid height was determined by GEOID03.
 TR2428
 TR2428;                    North         East     Units Scale Factor Converg.
 TR2428;SPC WA N     -   129,295.665   302,491.044   MT  0.99994228   -1 58 33.8
 TR2428;SPC WA N     -   424,197.53    992,422.70   sFT  0.99994228   -1 58 33.8
 TR2428;UTM  10      - 5,331,117.510   463,729.542   MT  0.99961616   -0 21 46.9
 TR2428
 TR2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2428!SPC WA N     -   0.99999547  x   0.99994228  =   0.99993775
 TR2428!UTM  10      -   0.99999547  x   0.99961616  =   0.99961163
 TR2428
 TR2428:                Primary Azimuth Mark                     Grid Az
 TR2428:SPC WA N     -  EDIZ HOOK OLD LIGHTHOUSE                 084 22 24.1
 TR2428:UTM  10      -  EDIZ HOOK OLD LIGHTHOUSE                 082 45 37.2
 TR2428
 TR2428|---------------------------------------------------------------------|
 TR2428| PID    Reference Object                     Distance      Geod. Az  |
 TR2428|                                                           dddmmss.s |
 TR2428| TR2441 EDIZ HOOK OLD LIGHTHOUSE            APPROX. 6.3 KM 0822350.3 |
 TR2428|---------------------------------------------------------------------|
 TR2428
 TR2428                          SUPERSEDED SURVEY CONTROL
 TR2428
 TR2428  NAD 83(1986)-  48 07 56.20370(N)    123 29 14.92266(W) AD(       ) 3
 TR2428  NAD 27      -  48 07 56.85900(N)    123 29 10.26900(W) AD(       ) 3
 TR2428
 TR2428.Superseded values are not recommended for survey control.
 TR2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2428.See file dsdata.txt to determine how the superseded data were derived.
 TR2428
 TR2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6373031118(NAD 83)
 TR2428
 TR2428  HISTORY     - Date     Condition        Report By
 TR2428  HISTORY     - 1907     MONUMENTED       CGS
 TR2428  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TR2428  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TR2428  HISTORY     - 1974     MARK NOT FOUND   NGS
 TR2428
 TR2428                          STATION DESCRIPTION
 TR2428
 TR2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR2428'FOUND STATION AFTER SEVERAL HOURS SEARCH, DUE TO INADEQUACY OF
 TR2428'DESCRIPTION.
 TR2428'
 TR2428'FOUND STATION MARK, FOUR FEET FROM EDGE OF BLUFF AND BURIED ABOUT
 TR2428'6 INCHES.  CLEARED OF EARTH AND RUBBISH.
 TR2428'
 TR2428'FOUND REFERENCE MARK AS DESCRIBED.  A TIN CAN ABOUT 4 INCHES
 TR2428'BY 6 INCHES WAS USED AS A FORM FOR THIS.  THE CEMENT IS VERY SOFT
 TR2428'AND CRUMBLY.
 TR2428'
 TR2428'FOUND TWO BLAZES, ONE 8 FEET W OF MARK AND ONE 15 FEET BACK FROM
 TR2428'MARK AND 6 FEET E OF REFERENCE MARK.
 TR2428'
 TR2428'TO REACH STATION FOLLOW RAILROAD TRACK ABOUT 3/4 MILE W FROM
 TR2428'THE HEAD OF THE LAGOON AT THE BASE OF EDIZ HOOK, UNTIL THE
 TR2428'BEGINNING TO THE TANGENT 3 OR 4 MILES LONG IS REACHED.  ABOUT 100
 TR2428'METERS OF THE POINT OF TAGENCY IS A SHALLOW CUT ABOUT 100 METERS
 TR2428'IN LENGTH.  LEAVE THE RAILROAD AT THE WESTERN END OF THIS CUT AND
 TR2428'STRIKE DUE N FOR ABOUT 80 METERS TO THE EDGE OF THE BLUFF.  THE
 TR2428'STATION IS ON A SLIGHT POINT AS MENTIONED IN THE ORIGINAL
 TR2428'DESCRIPTION.
 TR2428
 TR2428                          STATION RECOVERY (1963)
 TR2428
 TR2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 TR2428'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 TR2428
 TR2428                          STATION RECOVERY (1974)
 TR2428
 TR2428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (KWJ)
 TR2428'STATION NOT RECOVERED AND BELIEVED DESTROYED.  IMMEDIATE AREA IS
 TR2428'NOW A HOUSING DEVELOPMENT.  RAILROAD TRACKS AS REFERENCED COULD
 TR2428'NOT BE FOUND.  RAILROAD TRACKS AND STATION ARE BELIEVED TO HAVE
 TR2428'FALLEN OFF THE BLUFF AS A RESULT OF EROSION OVER THE YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2880 ***********************************************************************
 SY2880  DESIGNATION -  BIGHT 1934
 SY2880  PID         -  SY2880
 SY2880  STATE/COUNTY-  WA/KITSAP
 SY2880  USGS QUAD   -  OLALLA (1994)
 SY2880
 SY2880                         *CURRENT SURVEY CONTROL
 SY2880  ___________________________________________________________________
 SY2880* NAD 83(1991)-  47 28 05.05959(N)    122 31 56.40174(W)     ADJUSTED  
 SY2880* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY2880  ___________________________________________________________________
 SY2880  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 SY2880  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 SY2880
 SY2880  HORZ ORDER  -  THIRD
 SY2880
 SY2880.The horizontal coordinates were established by classical geodetic methods
 SY2880.and adjusted by the National Geodetic Survey in December 1991..
 SY2880
 SY2880.The orthometric height was scaled from a topographic map.
 SY2880
 SY2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2880
 SY2880.The geoid height was determined by GEOID03.
 SY2880
 SY2880;                    North         East     Units Scale Factor Converg.
 SY2880;SPC WA N     -    53,455.238   371,923.278   MT  1.00000611   -1 15 53.8
 SY2880;SPC WA N     -   175,377.73  1,220,218.29   sFT  1.00000611   -1 15 53.8
 SY2880;SPC WA S     -   239,264.153   346,795.711   MT  1.00003363   -1 28 34.6
 SY2880;SPC WA S     -   784,985.81  1,137,778.93   sFT  1.00003363   -1 28 34.6
 SY2880;UTM  10      - 5,257,287.392   535,242.859   MT  0.99961526   +0 20 40.7
 SY2880
 SY2880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2880!SPC WA N     -   1.00000323  x   1.00000611  =   1.00000934
 SY2880!SPC WA S     -   1.00000323  x   1.00003363  =   1.00003686
 SY2880!UTM  10      -   1.00000323  x   0.99961526  =   0.99961848
 SY2880
 SY2880                          SUPERSEDED SURVEY CONTROL
 SY2880
 SY2880  NAD 83(1986)-  47 28 05.05198(N)    122 31 56.41181(W) AD(       ) 3
 SY2880  NAD 27      -  47 28 05.70000(N)    122 31 51.93700(W) AD(       ) 3
 SY2880
 SY2880.Superseded values are not recommended for survey control.
 SY2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2880.See file dsdata.txt to determine how the superseded data were derived.
 SY2880
 SY2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3524357287(NAD 83)
 SY2880_MARKER: Z = SEE DESCRIPTION
 SY2880_SETTING: 0 = UNSPECIFIED SETTING
 SY2880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2880
 SY2880  HISTORY     - Date     Condition        Report By
 SY2880  HISTORY     - 1934     MONUMENTED       CGS
 SY2880  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY2880  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY2880
 SY2880                          STATION DESCRIPTION
 SY2880
 SY2880'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY2880'STATION IS LOCATED IN PUGET SOUND ON THE MAINLAND ON THE W SHORE OF
 SY2880'COLVOS PASSAGE IN A WELL WOODED BIGHT ABOUT 500 PACES N OF THE WHARF
 SY2880'AT FREGARIA.  THE STATION IS ABOUT 215 PACES S OF THE ENTRANCE TO A
 SY2880'RAVINE AT ABOUT THE MIDDLE OF THE FIRST BIGHT S OF PAUL POINT.
 SY2880'
 SY2880'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 SY2880'GRANITE BOULDER PROJECTING 1-1/2 FEET ABOVE THE BEACH SURFACE, 13
 SY2880'METERS INSIDE THE HIGH-WATER LINE, AND 4 FEET BELOW HIGH WATER.
 SY2880'FROM THE STATION THE STORE ON THE WHARF AT COVE ON VASHON ISLAND IS
 SY2880'S 80 DEG E (MAGNETIC).
 SY2880'
 SY2880'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 SY2880'IN A GRANITE BOULDER PROJECTS 1-1/2 FEET ABOVE THE BEACH SURFACE, 15
 SY2880'METERS INSIDE THE HIGH-WATER LINE, AND 5 FEET BELOW HIGH WATER,
 SY2880'DISTANT 29.942 METERS, N 38 DEG E, FROM THE STATION.
 SY2880'
 SY2880'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 SY2880'IN A GRANITE BOULDER PROJECTS 8 INCHES ABOVE THE BEACH SURFACE, 17
 SY2880'METERS INSIDE THE HIGH-WATER LINE AND 6 FEET BELOW HIGH WATER,
 SY2880'DISTANT 10.941 METERS S 39 DEG E (MAGNETIC) FROM THE STATION.
 SY2880
 SY2880                          STATION RECOVERY (1960)
 SY2880
 SY2880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CB)
 SY2880'STATION AND DESCRIPTION O.K.  STATION IS NOW IN FRONT OF LONE BEACH
 SY2880'HOUSE WITH BULKHEAD.
 SY2880
 SY2880                          STATION RECOVERY (1966)
 SY2880
 SY2880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2880'THE STATION MARK, STAMPED BIGHT 1934, IS A STANDARD DISK SET IN A 3
 SY2880'X 2 1/2-FOOT BOULDER WHICH PROJECTS 18 INCHES.  IT IS 21 FEET EAST
 SY2880'OF THE NORTHEAST CORNER OF THE CONCRETE BULKHEAD AND ON LINE WITH
 SY2880'THE NORTH SIDE OF THE BULKHEAD.
 SY2880'
 SY2880'REFERENCE MARK NO. 1, STAMPED NO 1 1934, IS A STANDARD DISK SET IN
 SY2880'A 3 X 3-FOOT BOULDER WHICH PROJECTS 2 FEET.  IT IS 33 YARDS NORTH
 SY2880'OF THE NORTHEAST CORNER OF THE CONCRETE BULKHEAD.
 SY2880'
 SY2880'REFERENCE MARK NO. 2, STAMPED NO 2 1934, IS A STANDARD DISK SET IN
 SY2880'A 2 X 3-FOOT BOULDER WHICH PROJECTS 1 FOOT.  IT IS 48 FEET
 SY2880'SOUTHEAST OF THE NORTHEAST CORNER OF THE BULKHEAD AND 38 FEET
 SY2880'NORTHEAST OF THE SOUTHEAST CORNER.
 SY2880'
 SY2880'THE STATION WAS REACHED FROM FREGARIA BY WALKING NORTH ALONG THE
 SY2880'BEACH ABOUT 500 YARDS TO A BROWN CABIN WITH A 55-FOOT LONG CONCRETE
 SY2880'BULKHEAD IN FRONT OF IT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2336 ***********************************************************************
 SC2336  DESIGNATION -  BIGHT 1939
 SC2336  PID         -  SC2336
 SC2336  STATE/COUNTY-  WA/PACIFIC
 SC2336  USGS QUAD   -  LONG ISLAND (1984)
 SC2336
 SC2336                         *CURRENT SURVEY CONTROL
 SC2336  ___________________________________________________________________
 SC2336* NAD 83(1991)-  46 26 12.62942(N)    123 58 05.51985(W)     ADJUSTED  
 SC2336* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC2336  ___________________________________________________________________
 SC2336  LAPLACE CORR-          16.67  (seconds)                    DEFLEC99
 SC2336  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 SC2336
 SC2336  HORZ ORDER  -  THIRD
 SC2336
 SC2336.The horizontal coordinates were established by classical geodetic methods
 SC2336.and adjusted by the National Geodetic Survey in December 1991..
 SC2336
 SC2336.The orthometric height was scaled from a topographic map.
 SC2336
 SC2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2336
 SC2336.The geoid height was determined by GEOID03.
 SC2336
 SC2336;                    North         East     Units Scale Factor Converg.
 SC2336;SPC WA S     -   128,512.735   233,571.616   MT  0.99991793   -2 31 09.4
 SC2336;SPC WA S     -   421,628.86    766,309.54   sFT  0.99991793   -2 31 09.4
 SC2336;UTM  10      - 5,143,040.831   425,622.384   MT  0.99966800   -0 42 05.8
 SC2336
 SC2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2336!SPC WA S     -   1.00000326  x   0.99991793  =   0.99992119
 SC2336!UTM  10      -   1.00000326  x   0.99966800  =   0.99967126
 SC2336
 SC2336                          SUPERSEDED SURVEY CONTROL
 SC2336
 SC2336  NAD 83(1991)-  46 26 12.62897(N)    123 58 05.51951(W) AD(       ) 3
 SC2336  NAD 83(1986)-  46 26 12.63138(N)    123 58 05.49919(W) AD(       ) 3
 SC2336  NAD 27      -  46 26 13.26889(N)    123 58 00.92623(W) AD(       ) 3
 SC2336
 SC2336.Superseded values are not recommended for survey control.
 SC2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2336.See file dsdata.txt to determine how the superseded data were derived.
 SC2336
 SC2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2562243041(NAD 83)
 SC2336_MARKER: Z = SEE DESCRIPTION
 SC2336_SETTING: 0 = UNSPECIFIED SETTING
 SC2336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2336
 SC2336  HISTORY     - Date     Condition        Report By
 SC2336  HISTORY     - 1939     MONUMENTED       CGS
 SC2336  HISTORY     - 1942     SEE DESCRIPTION  CGS
 SC2336
 SC2336                          STATION DESCRIPTION
 SC2336
 SC2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2336'THIS INTERSECTION STATION IS AT THE HEAD OF THE LARGE BIGHT ON THE SW
 SC2336'SIDE OF LONG ISLAND ON A POINT THAT MAKES OUT FROM THE CENTER OF THE
 SC2336'BIGHT, 16 METERS N OF ONLY PERMANENT CREEK ENTERING THE BIGHT, JUST
 SC2336'BACK OF A WIDE GAVEL BEACH AND NEAR THE TREE LINE.  A SMALL SCRUB
 SC2336'SPRUCE BEARS SE, DISTANT 9 FEET.
 SC2336'
 SC2336'THE STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP END OF A
 SC2336'4-FOOT SECTION OF 4-INCH CAST-IRON SOIL PIPE, WHICH PROJECTS 5 INCHES
 SC2336'ABOVE THE GROUND SURFACE.  THERE IS NO SUBSURFACE MARK.
 SC2336'
 SC2336'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD REFERENCE DISKS CEMENTED
 SC2336'IN THE TOP ENDS OF 3-FOOT SECTIONS OF 4-INCH CAST-IRON SOIL PIPE,
 SC2336'WHICH PROJECT 5 INCHES ABOVE THE GROUND SURFACE.
 SC2336
 SC2336                          STATION RECOVERY (1942)
 SC2336
 SC2336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HFT)
 SC2336'REFERENCE MARK 2, A BRONZE REFERENCE DISK, WAS RETURNED ON AUGUST
 SC2336'11, 1942 TO SUPERVISOR, NORTHWESTERN DISTRICT WITH THE FOLLOWING
 SC2336'LETTER OF H.F. TAFT, WILLAPA BAY OYSTER CO., INC., LONG BEACH, WASH.,
 SC2336'DATED AUGUST 11, 1942--
 SC2336'
 SC2336'A GEODETIC SURVEY MARKER WHICH WE PICKED UP ON THE BEACH ON LONG
 SC2336'ISLAND IN WILLAPA BAY WAS ALMOST COMPLETELY COVERED BY GRAVEL AND
 SC2336'EVIDENTLY IN SOME MANNER TORN LOOSE FROM ITS LOCATION POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1620 ***********************************************************************
 TR1620  DESIGNATION -  BIGHT 1941
 TR1620  PID         -  TR1620
 TR1620  STATE/COUNTY-  WA/JEFFERSON
 TR1620  USGS QUAD   -  PORT TOWNSEND NORTH (1973)
 TR1620
 TR1620                         *CURRENT SURVEY CONTROL
 TR1620  ___________________________________________________________________
 TR1620* NAD 83(1991)-  48 07 29.69764(N)    122 45 25.00939(W)     ADJUSTED  
 TR1620* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1620  ___________________________________________________________________
 TR1620  LAPLACE CORR-         -10.55  (seconds)                    DEFLEC99
 TR1620  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 TR1620
 TR1620  HORZ ORDER  -  THIRD
 TR1620
 TR1620.The horizontal coordinates were established by classical geodetic methods
 TR1620.and adjusted by the National Geodetic Survey in December 1991..
 TR1620
 TR1620.The orthometric height was scaled from a topographic map.
 TR1620
 TR1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1620
 TR1620.The geoid height was determined by GEOID03.
 TR1620
 TR1620;                    North         East     Units Scale Factor Converg.
 TR1620;SPC WA N     -   126,860.353   356,819.710   MT  0.99994226   -1 25 55.8
 TR1620;SPC WA N     -   416,207.67  1,170,666.00   sFT  0.99994226   -1 25 55.8
 TR1620;UTM  10      - 5,330,212.837   518,086.839   MT  0.99960402   +0 10 51.5
 TR1620
 TR1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1620!SPC WA N     -   1.00000299  x   0.99994226  =   0.99994525
 TR1620!UTM  10      -   1.00000299  x   0.99960402  =   0.99960701
 TR1620
 TR1620                          SUPERSEDED SURVEY CONTROL
 TR1620
 TR1620  NAD 83(1986)-  48 07 29.69758(N)    122 45 25.01464(W) AD(       ) 3
 TR1620  NAD 27      -  48 07 30.36800(N)    122 45 20.40400(W) AD(       ) 3
 TR1620
 TR1620.Superseded values are not recommended for survey control.
 TR1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1620.See file dsdata.txt to determine how the superseded data were derived.
 TR1620
 TR1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1808730213(NAD 83)
 TR1620_MARKER: Z = SEE DESCRIPTION
 TR1620_SETTING: 0 = UNSPECIFIED SETTING
 TR1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1620+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 TR1620
 TR1620  HISTORY     - Date     Condition        Report By
 TR1620  HISTORY     - 1941     MONUMENTED       CGS
 TR1620  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1620  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TR1620  HISTORY     - 1987     GOOD             USPSQD
 TR1620  HISTORY     - 20060419 GOOD             USPSQD
 TR1620
 TR1620                          STATION DESCRIPTION
 TR1620
 TR1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1620'LOCATED BY INTERSECTION WITH THIRD-ORDER ACCURACY.  STATION IS ON
 TR1620'THE SW SHORE OF ADMIRALTY INLET, ABOUT 1/4 MILE NW OF POINT HUDSON,
 TR1620'AND 1-1/4 MILES S OF POINT WILSON.  STATION IS ON TOP OF A LARGE
 TR1620'BOULDER ABOUT 4 FEET IN DIAMETER WHICH BARES 2 FEET AT MEAN HIGH
 TR1620'WATER.  THE BOULDER IS 18 METERS OFFSHORE FROM FOOT OF HIGH BLUFF
 TR1620'AND 7 METERS OFFSHORE FROM THE MEAN HIGH-WATER LINE.  MARKED
 TR1620'WITH A BRONZE DISK STAMPED BIGHT 1941 AND CEMENTED IN A DRILL
 TR1620'HOLE.
 TR1620'
 TR1620'NO REFERENCE MARKS WERE ESTABLISHED.
 TR1620
 TR1620                          STATION RECOVERY (1962)
 TR1620
 TR1620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1620'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON
 TR1620'THE SOUTHWEST SHORE OF ADMIRALITY INLET, ABOUT 1-1/3 MILE SOUTH OF
 TR1620'POINT WILSON, ABOUT 5/8 MILE NORTH-NORTHWEST OF POINT HUDSON AND
 TR1620'ABOUT 600 FEET NORTH-NORTHWEST OF CHETZAMOKA PARK.
 TR1620'
 TR1620'THE STATION IS A STANDARD DISK, STAMPED BIGHT 1941 SET IN A DRILL
 TR1620'HOLE ON THE TOP OF A LARGE WHITE BOULDER.  THE BOULDER IS ABOUT 4
 TR1620'FEET IN DIAMETER AND BARES 2 FEET AT MEAN HIGH WATER.  IT IS 60
 TR1620'FEET OFFSHORE FROM THE FOOT OF A BLUFF AND 20 FEET OFFSHORE FROM
 TR1620'THE MEAN HIGH WATER LINE.
 TR1620
 TR1620                          STATION RECOVERY (1976)
 TR1620
 TR1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 TR1620'RECOVERED AS DESCRIBED IN 1962.  THE TOP OF THE ROCK IS NARROW AND
 TR1620'AN INSTRUMENT SETUP COULD BE RATHER DIFFICULT.  AT LOW TIDE THE
 TR1620'STATION CAN BE REACHED BY WALKING THE BEACH NORTHWARD FROM
 TR1620'CHETZAMOKA PARK, OTHERWISE A BOAT WOULD BE NECESSARY TO REACH THE
 TR1620'MARK.
 TR1620'
 TR1620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1620'AT PORT TOWNSEND.
 TR1620
 TR1620                          STATION RECOVERY (1987)
 TR1620
 TR1620'RECOVERY NOTE BY US POWER SQUADRON 1987 (VG)
 TR1620'RECOVERED IN GOOD CONDITION.
 TR1620
 TR1620                          STATION RECOVERY (2006)
 TR1620
 TR1620'RECOVERY NOTE BY US POWER SQUADRON 2006 (KES)
 TR1620'THE BOLDER IS SALT AND PEPPER  GRANITE
 TR1620'GPS LOCATION 48 08.66 N  122 45.28 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1440 ***********************************************************************
 TR1440  DESIGNATION -  BIGHT POINT
 TR1440  PID         -  TR1440
 TR1440  STATE/COUNTY-  WA/SKAGIT
 TR1440  USGS QUAD   -  DECEPTION PASS (1978)
 TR1440
 TR1440                         *CURRENT SURVEY CONTROL
 TR1440  ___________________________________________________________________
 TR1440* NAD 83(1991)-  48 26 37.55019(N)    122 40 37.99318(W)     ADJUSTED  
 TR1440* NAVD 88     -         4.14   (+/-2cm)      13.6    (feet)  VERTCON   
 TR1440  ___________________________________________________________________
 TR1440  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 TR1440  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 TR1440
 TR1440  HORZ ORDER  -  THIRD
 TR1440  VERT ORDER  -  THIRD (See Below)
 TR1440
 TR1440.The horizontal coordinates were established by classical geodetic methods
 TR1440.and adjusted by the National Geodetic Survey in December 1991..
 TR1440.No horizontal observational check was made to the station.
 TR1440
 TR1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1440.The vertical order pertains to the NGVD 29 superseded value.
 TR1440
 TR1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1440
 TR1440.The geoid height was determined by GEOID03.
 TR1440
 TR1440;                    North         East     Units Scale Factor Converg.
 TR1440;SPC WA N     -   162,157.631   363,602.215   MT  0.99995841   -1 22 22.1
 TR1440;SPC WA N     -   532,012.16  1,192,918.27   sFT  0.99995841   -1 22 22.1
 TR1440;UTM  10      - 5,365,674.972   523,870.680   MT  0.99960700   +0 14 29.5
 TR1440
 TR1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1440!SPC WA N     -   1.00000279  x   0.99995841  =   0.99996120
 TR1440!UTM  10      -   1.00000279  x   0.99960700  =   0.99960979
 TR1440
 TR1440                          SUPERSEDED SURVEY CONTROL
 TR1440
 TR1440  NAD 83(1986)-  48 26 37.55079(N)    122 40 37.99359(W) AD(       ) 3
 TR1440  NAD 27      -  48 26 38.18394(N)    122 40 33.36661(W) AD(       ) 3
 TR1440  NGVD 29 (08/09/90)    2.99   (m)            9.8    (f) LEVELING    3  
 TR1440
 TR1440.Superseded values are not recommended for survey control.
 TR1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1440.See file dsdata.txt to determine how the superseded data were derived.
 TR1440
 TR1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2387165675(NAD 83)
 TR1440_MARKER: H = DRILL HOLE
 TR1440_SETTING: 66 = SET IN ROCK OUTCROP
 TR1440_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1440
 TR1440  HISTORY     - Date     Condition        Report By
 TR1440  HISTORY     - 1885     MONUMENTED       CGS
 TR1440  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TR1440  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TR1440  HISTORY     - 1981     GOOD             NOS
 TR1440
 TR1440                          STATION DESCRIPTION
 TR1440
 TR1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (JJG)
 TR1440'STATION IS ON THE POINT JUST N OF HEADLAND, AND LOCALLY KNOWN AS
 TR1440'LANGLEYS POINT.  HERE THE SHORE LINE BENDS ABRUPTLY TO THE EASTWARD
 TR1440'FORMING A DEEP BIGHT KNOWN AS LANGLEYS BAY.
 TR1440'
 TR1440'THE WHOLE POINT IS OF ROCK, MUCH WORN AND BROKEN, WITH FEW PLACES
 TR1440'LARGE ENOUGH FOR THEODOLITE TO STAND.  STATION IS ON ONE OF THESE
 TR1440'FLAT SURFACES, THE MOST NORTHERLY POINT PRACTICABLE.
 TR1440'
 TR1440'THIRTY EIGHT PACES TO SOUTHWARD IS A HUGE ERRATIC BOULDER OF WHITE
 TR1440'GRANITE, PERCHED ON THE BRINK OF THE LEDGE.  IT IS A VERY
 TR1440'CONSPICUOUS OBJECT FROM THE WATER.  A SMALL BOULDER OF THE SAME
 TR1440'CHARACTER LIES AT HIGH-WATER MARK 10 FEET E OF STATION.
 TR1440'
 TR1440'STATION IS MARKED BY A 1/2-INCH HOLE DRILLED 2 INCHES DEEP IN
 TR1440'SOLID ROCK.  POLE IS A 3- BY 3-INCH ROUNDED ABOVE BRACES, 12
 TR1440'FEET LONG.  3 BRACES.  POLE AND BRACES SECURED BY HEAPS OF STONES.
 TR1440'POLE AND BRACES WHITEWASHED.  TO BE USED IN 3RD ORDER
 TR1440'TRIANGULATION OF BURROWS BAY.  TOO FOGGY TO TAKE BEARINGS.
 TR1440
 TR1440                          STATION RECOVERY (1926)
 TR1440
 TR1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (OSR)
 TR1440'STATION EASILY RECOVERED AS DESCRIBED.
 TR1440
 TR1440                          STATION RECOVERY (1975)
 TR1440
 TR1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 TR1440'A DRILL HOLE WAS FOUND 46.82 FEET NORTHEAST OF TRIANGULATION
 TR1440'STATION LANGLEY, AND IT IS BELIEVED THAT THIS DRILL HOLE MARKS THE
 TR1440'ORIGINAL POSITION OF BIGHT POINT 1885.
 TR1440'
 TR1440'A POSITION OF THIS DRILL HOLE WAS COMPUTED FROM LANGLEY, AND A
 TR1440'POSITION COMPUTED FOR A DRILL HOLE FOUND AT STATION ERIE.
 TR1440'THE DIFFERENCE IN THE 1885 POSITION AND PRESENT POSITION FOR
 TR1440'FIDELGO N-2 WAS APPLIED TO THESE COMPUTED POSITIONS AND THESE
 TR1440'RESULTS COMPARED TO THE 1885 POSITIONS OF BIGHT POINT AND SHELF.
 TR1440'THE COMPUTED POSITIONS AGREE WITH THE 1885 POSITIONS WITHIN
 TR1440'ABOUT .01 IN BOTH LATITUDE AND LONGITUDE.
 TR1440'
 TR1440'SEE 1975 RECOVERY NOTE FOR LANGLEY 1939 FOR MORE INFORMATION.
 TR1440'
 TR1440'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 TR1440'SOUTH-SOUTHWEST OF ANACORTES.
 TR1440
 TR1440                          STATION RECOVERY (1981)
 TR1440
 TR1440'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 TR1440'THE STATION DESCRIBED AS A 1/2 INCH DRILL HOLE IN BEDROCK WAS
 TR1440'RECOVERED. THE DRILL HOLE WAS ENLARGED AND DEEPENED AND RE-MARKED
 TR1440'WITH A DISK.
 TR1440'
 TR1440'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF ANACORTES, ON THE
 TR1440'SOUTH SHORE OF BURROWS BAY, ON BIZ POINT AND ABOUT 3 METERS ABOVE
 TR1440'SEA LEVEL.
 TR1440'
 TR1440'THE STATION IS A USCGS TRAVERSE STATION DISK
 TR1440'STAMPED---BIGHT POINT 1885 1981---, CEMENTED IN A DRILL HOLE IN
 TR1440'THE BARE BEDROCK, ALONG THE SHORELINE AND ABOUT 47 FEET NORTH-
 TR1440'NORTHWEST OF STATION LANGLEY 1939.
 TR1440'
 TR1440'THE STATION WAS REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4987 ***********************************************************************
 SY4987  DESIGNATION -  BIGROCK
 SY4987  PID         -  SY4987
 SY4987  STATE/COUNTY-  WA/KITSAP
 SY4987  USGS QUAD   -  HANSVILLE (1968)
 SY4987
 SY4987                         *CURRENT SURVEY CONTROL
 SY4987  ___________________________________________________________________
 SY4987* NAD 83(1991)-  47 52 43.41786(N)    122 30 49.82843(W)     ADJUSTED  
 SY4987* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 SY4987  ___________________________________________________________________
 SY4987  LAPLACE CORR-         -15.24  (seconds)                    DEFLEC99
 SY4987  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY4987
 SY4987  HORZ ORDER  -  SECOND
 SY4987
 SY4987.The horizontal coordinates were established by classical geodetic methods
 SY4987.and adjusted by the National Geodetic Survey in December 1991..
 SY4987
 SY4987.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4987
 SY4987.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4987
 SY4987.The geoid height was determined by GEOID03.
 SY4987
 SY4987;                    North         East     Units Scale Factor Converg.
 SY4987;SPC WA N     -    99,070.829   374,314.031   MT  0.99995093   -1 15 04.2
 SY4987;SPC WA N     -   325,034.88  1,228,061.95   sFT  0.99995093   -1 15 04.2
 SY4987;UTM  10      - 5,302,935.785   536,350.127   MT  0.99961624   +0 21 38.2
 SY4987
 SY4987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4987!SPC WA N     -   1.00000313  x   0.99995093  =   0.99995406
 SY4987!UTM  10      -   1.00000313  x   0.99961624  =   0.99961937
 SY4987
 SY4987:                Primary Azimuth Mark                     Grid Az
 SY4987:SPC WA N     -  WIREGRASS A                              172 37 32.8
 SY4987:UTM  10      -  WIREGRASS A                              171 00 50.4
 SY4987
 SY4987|---------------------------------------------------------------------|
 SY4987| PID    Reference Object                     Distance      Geod. Az  |
 SY4987|                                                           dddmmss.s |
 SY4987| SY5013 WIREGRASS A                         APPROX. 2.7 KM 1712228.6 |
 SY4987| SY4988 BIGROCK A                           204.346 METERS 35900     |
 SY4987|---------------------------------------------------------------------|
 SY4987
 SY4987                          SUPERSEDED SURVEY CONTROL
 SY4987
 SY4987  NAD 83(1986)-  47 52 43.41431(N)    122 30 49.83227(W) AD(       ) 2
 SY4987  NAD 27      -  47 52 44.08383(N)    122 30 45.32530(W) AD(       ) 2
 SY4987  NGVD 29 (07/19/86)    1.8    (m)            6.     (f) VERT ANG       
 SY4987
 SY4987.Superseded values are not recommended for survey control.
 SY4987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4987.See file dsdata.txt to determine how the superseded data were derived.
 SY4987
 SY4987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU3635002936(NAD 83)
 SY4987_MARKER: DD = SURVEY DISK
 SY4987_SETTING: 80 = SET IN A BOULDER
 SY4987_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SY4987_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY4987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4987+STABILITY: SURFACE MOTION
 SY4987
 SY4987  HISTORY     - Date     Condition        Report By
 SY4987  HISTORY     - 1979     MONUMENTED       NOS
 SY4987  HISTORY     - 19941021 GOOD             USPSQD
 SY4987
 SY4987                          STATION DESCRIPTION
 SY4987
 SY4987'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RBM)
 SY4987'THE STATION IS LOCATED ON THE WEST SHORE OF PUGET
 SY4987'SOUND,
 SY4987'ABOUT 5-1/2 MILES NORTH OF THE TOWN OF KINGSTON, ABOUT 2-1/2
 SY4987'MILES SOUTH OF POINT NO POINT, ABOUT 200 YARDS SOUTH OF
 SY4987'PILOT POINT, ABOUT 16 YARDS EAST OF THE BASE OF A BLUFF,
 SY4987'ABOUT 7 YARDS EAST OF THE MEAN HIGH WATERLINE AND ON TOP OF
 SY4987'A 10-FOOT HIGH BOULDER, WHICH IS THE LARGEST BOULDER IN THE
 SY4987'IMMEDIATE AREA.
 SY4987'
 SY4987'THE STATION IS A NOS DISK STAMPED---BIGROCK 1979---,
 SY4987'SET IN A DRILL HOLE ON TOP OF THE BOULDER.
 SY4987'
 SY4987'TO REACH FROM THE FERRY TICKET BOOTH IN KINGSTON, GO NORTH-
 SY4987'WEST ALONG STATE HIGHWAY 104 FOR 2.5 MILES, TURN RIGHT ON
 SY4987'HANSVILLE ROAD, GO 4.5 MILES, TURN RIGHT ON EGLON ROAD, GO
 SY4987'0.8 MILE, TURN LEFT ON BODINE ROAD, GO 0.6 MILE TO A ROAD
 SY4987'FORK, TAKE THE RIGHT FORK, GO 0.7 MILE TO A FORK AT THE
 SY4987'BOTTOM OF THE HILL, TAKE THE RIGHT FORK, UPHILL, GO 0.15
 SY4987'MILE TO  BEACH HOME AND THE END OF TRUCK TRAVEL. PACK
 SY4987'SOUTHWARD ALONG THE BEACH FOR ABOUT 300 YARDS TO THE LARGE
 SY4987'BOULDER ON THE BEACH AND THE STATION ON TOP OF THE BOULDER.
 SY4987
 SY4987                          STATION RECOVERY (1994)
 SY4987
 SY4987'RECOVERY NOTE BY US POWER SQUADRON 1994
 SY4987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3560 ***********************************************************************
 SY3560  DESIGNATION -  BILES
 SY3560  PID         -  SY3560
 SY3560  STATE/COUNTY-  WA/KING
 SY3560  USGS QUAD   -  BLACK DIAMOND (1994)
 SY3560
 SY3560                         *CURRENT SURVEY CONTROL
 SY3560  ___________________________________________________________________
 SY3560* NAD 83(1991)-  47 32 01.89952(N)    122 02 40.37084(W)     ADJUSTED  
 SY3560* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 SY3560  ___________________________________________________________________
 SY3560  LAPLACE CORR-          11.16  (seconds)                    DEFLEC99
 SY3560  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 SY3560
 SY3560  HORZ ORDER  -  SECOND
 SY3560
 SY3560.The horizontal coordinates were established by classical geodetic methods
 SY3560.and adjusted by the National Geodetic Survey in December 1991..
 SY3560
 SY3560.The orthometric height was scaled from a topographic map.
 SY3560
 SY3560.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3560
 SY3560.The geoid height was determined by GEOID03.
 SY3560
 SY3560;                    North         East     Units Scale Factor Converg.
 SY3560;SPC WA N     -    60,073.491   408,805.824   MT  0.99999386   -0 54 06.4
 SY3560;SPC WA N     -   197,091.11  1,341,223.77   sFT  0.99999386   -0 54 06.4
 SY3560;UTM  10      - 5,264,935.247   571,911.839   MT  0.99966355   +0 42 17.4
 SY3560
 SY3560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3560!SPC WA N     -   0.99999919  x   0.99999386  =   0.99999305
 SY3560!UTM  10      -   0.99999919  x   0.99966355  =   0.99966274
 SY3560
 SY3560:                Primary Azimuth Mark                     Grid Az
 SY3560:SPC WA N     -  ISSAQUAH                                 006 21 34.8
 SY3560:UTM  10      -  ISSAQUAH                                 004 45 11.0
 SY3560
 SY3560|---------------------------------------------------------------------|
 SY3560| PID    Reference Object                     Distance      Geod. Az  |
 SY3560|                                                           dddmmss.s |
 SY3560| SY3561 ISSAQUAH                            APPROX. 2.9 KM 0052728.4 |
 SY3560|---------------------------------------------------------------------|
 SY3560
 SY3560                          SUPERSEDED SURVEY CONTROL
 SY3560
 SY3560  NAD 83(1986)-  47 32 01.89135(N)    122 02 40.37796(W) AD(       ) 2
 SY3560  NAD 27      -  47 32 02.52700(N)    122 02 35.95300(W) AD(       ) 2
 SY3560
 SY3560.Superseded values are not recommended for survey control.
 SY3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3560.See file dsdata.txt to determine how the superseded data were derived.
 SY3560
 SY3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7191264935(NAD 83)
 SY3560_MARKER: Z = SEE DESCRIPTION
 SY3560_SETTING: 0 = UNSPECIFIED SETTING
 SY3560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3560
 SY3560  HISTORY     - Date     Condition        Report By
 SY3560  HISTORY     - 1938     MONUMENTED       WAGS
 SY3560  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY3560
 SY3560                          STATION DESCRIPTION
 SY3560
 SY3560'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1938
 SY3560'STATION IS NEAR CENTER OF SEC. 28, T.24, R.6.  IT IS MARKED BY A
 SY3560'STANDARD KING COUNTY BRONZE TABLET SET IN A PRECAST CONCRETE
 SY3560'MONUMENT 0.8 FOOT BELOW THE ROAD SURFACE.
 SY3560'
 SY3560'FROM THE STATE HIGHWAY WEIGHING STATION ON THE E EDGE OF RENTON GO
 SY3560'ON ISSAQUAH PAVED ROAD (U.S. HIGHWAY 10) 11.4 MILES.  FROM ISSAQUAH
 SY3560'AT FRONT STREET AND MILLS STREET (CROSSROADS OF HIGHWAYS) GO W ON
 SY3560'RENTON PAVED HIGHWAY (U.S. HIGHWAY 10) 0.5 MILE.  STATION SETS ON
 SY3560'THE E EDGE OF PAVEMENT IN A GRAVEL ROAD TO E, 147 FEET NE OF A
 SY3560'TACK IN A FIR TREE, 155.10 FEET NW OF A TACK IN A CEDAR TREE,
 SY3560'149.80 FEET NW OF A TACK IN THE NE CORNER OF A HOUSE, 40.05 FEET E
 SY3560'OF A TACK IN A POWER POLE, AND 80.32 FEET NE OF A TACK IN A CEDAR
 SY3560'STUMP.
 SY3560
 SY3560                          STATION RECOVERY (1963)
 SY3560
 SY3560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3560'THE MARK WAS NOT RECOVERED, BUT IT SHOULD BE AT THE INTERSECTION OF
 SY3560'SE 76TH ST. AND STATE HIGHWAY 2 IN ISSAQUAH.  THE GRAVEL ROAD IS NOW
 SY3560'BLACKTOPPED AND THE TREES MENTIONED IN THE DESCRIPTION ARE GONE,
 SY3560'BUT THE SAME HOUSE REMAINS AND THERE IS A POWER POLE WEST OF THE
 SY3560'INTERSECTION WHICH MAY BE IN THE SAME LOCATION, ALTHO IT DOES
 SY3560'NOT LOOK LIKE THAT OLD A POLE.  NO DIGGING WAS DONE AT THIS
 SY3560'TIME, BUT THE MARK COULD PROBABLY BE FOUND BENEATH THE BLACKTOP.
 SY3560'
 SY3560'REACHED FROM THE JUNCTION OF SUNSET WAY AND 10TH AVE. N, IN
 SY3560'ISSAQUAH BY GOING WEST ON SUNSET WAY FOR 0.2 MILE TO A CURVE RIGHT
 SY3560'JUST AFTER CROSSING A SMALL BRIDGE, TURN RIGHT AND GO NORTHWEST ON
 SY3560'STATE HIGHWAY 2 FOR 0.3 MILE TO A BLACKTOP ROAD RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0874 ***********************************************************************
 TO0874  DESIGNATION -  BILL
 TO0874  PID         -  TO0874
 TO0874  STATE/COUNTY-  WA/STEVENS
 TO0874  USGS QUAD   -  CHINA BEND (1969)
 TO0874
 TO0874                         *CURRENT SURVEY CONTROL
 TO0874  ___________________________________________________________________
 TO0874* NAD 83(1991)-  48 47 25.52000(N)    117 59 12.80492(W)     ADJUSTED  
 TO0874* NAVD 88     -       636.1    (meters)    2087.     (feet)  VERTCON   
 TO0874  ___________________________________________________________________
 TO0874  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 TO0874  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 TO0874
 TO0874  HORZ ORDER  -  SECOND
 TO0874
 TO0874.The horizontal coordinates were established by classical geodetic methods
 TO0874.and adjusted by the National Geodetic Survey in December 1991..
 TO0874
 TO0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0874
 TO0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0874
 TO0874.The geoid height was determined by GEOID03.
 TO0874
 TO0874;                    North         East     Units Scale Factor Converg.
 TO0874;SPC WA N     -   202,939.617   709,106.473   MT  1.00001124   +2 07 09.2
 TO0874;SPC WA N     -   665,811.06  2,326,460.15   sFT  1.00001124   +2 07 09.2
 TO0874;UTM  11      - 5,404,628.098   427,514.452   MT  0.99966455   -0 44 32.9
 TO0874
 TO0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0874!SPC WA N     -   0.99990301  x   1.00001124  =   0.99991425
 TO0874!UTM  11      -   0.99990301  x   0.99966455  =   0.99956759
 TO0874
 TO0874|---------------------------------------------------------------------|
 TO0874| PID    Reference Object                     Distance      Geod. Az  |
 TO0874|                                                           dddmmss.s |
 TO0874| CF1946 BILL RM 1                            12.756 METERS 13916     |
 TO0874| TP0916 DILLY                               APPROX. 3.3 KM 2742125.5 |
 TO0874| TP0918 MABLE IS                            APPROX. 3.2 KM 3355742.7 |
 TO0874|---------------------------------------------------------------------|
 TO0874
 TO0874                          SUPERSEDED SURVEY CONTROL
 TO0874
 TO0874  NAD 83(1986)-  48 47 25.52058(N)    117 59 12.80278(W) AD(       ) 2
 TO0874  NAD 27      -  48 47 25.86100(N)    117 59 08.84800(W) AD(       ) 2
 TO0874  NGVD 29 (07/19/86)  634.9    (m)         2083.     (f) VERT ANG       
 TO0874
 TO0874.Superseded values are not recommended for survey control.
 TO0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0874.See file dsdata.txt to determine how the superseded data were derived.
 TO0874
 TO0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ2751404628(NAD 83)
 TO0874_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0874_SETTING: 66 = SET IN ROCK OUTCROP
 TO0874_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TO0874
 TO0874  HISTORY     - Date     Condition        Report By
 TO0874  HISTORY     - 1936     MONUMENTED       BOR
 TO0874  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TO0874
 TO0874                          STATION DESCRIPTION
 TO0874
 TO0874'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0874'LOCATED IN THE SE 1/4 SEC. 14, T. 38 N., R. 38 E. WM, ON THE W
 TO0874'EDGE OF A NARROW BENCH, AND OVERLOOKING A STEEP CLIFF.  A TALUS
 TO0874'SLOPE IS BELOW AND S OF THE STATION.  THE BENCH BACK OF THE STATION
 TO0874'IS COVERED WITH SCATTERING TIMBER.
 TO0874'
 TO0874'TO REACH STATION FROM THE ROAD JUNCTION AT BOSSBURG, ONE BLOCK
 TO0874'S OF BRICK HIGH SCHOOL, GO N ON STATE HIGHWAY 22 TOWARD
 TO0874'NORTHPORT.  AT 4.4 TURN RIGHT ON ECHO VALLEY ROAD.  AT 5.65 LEAVE
 TO0874'CAR ON SIDE ROAD AT LEFT AND PROCEED ON FOOT E THROUGH BRUSH AND
 TO0874'UP STEEP CLIFF PASSING JUST N OF TALUS SLOPE.  STATION IS ON
 TO0874'NARROW BENCH AT TOP OF CLIFF, ABOUT 1/4 MILE FROM POINT WHERE
 TO0874'CAR IS LEFT.
 TO0874'
 TO0874'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 21A,
 TO0874'RESPECTIVELY.
 TO0874'
 TO0874'HEIGHT OF STAND ABOVE STATION MARK - 1.31 METERS.
 TO0874
 TO0874                          STATION RECOVERY (1947)
 TO0874
 TO0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TO0874'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 TO0874'DESCRIBED BY THE U.S.B.R. IN 1936.  A NEW DESCRIPTION FOLLOWS--
 TO0874'
 TO0874'STATION IS LOCATED ON THE E SIDE OF ROOSEVELT LAKE, ABOUT 15
 TO0874'MILES SW OF NORTHPORT, AND ABOUT 3 MILES NE OF BOSSBURG.  IT IS
 TO0874'ON THE SE 1/4 SEC. 14, T. 38 N., R. 38 E. WM, ON THE W EDGE OF A
 TO0874'NARROW BENCH OVERLOOKING A STEEP CLIFF.  A TALUS SLOPE IS BELOW
 TO0874'AND S OF THE STATION AND IN BACK OF THE STATION IS ANOTHER STEEP
 TO0874'CLIFF.
 TO0874'
 TO0874'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK STAMPED
 TO0874'BILL 1936 AND SET ACCORDING TO NOTE 3.  A 4-FOOT WOODEN STAND
 TO0874'ANCHORED IN A ROCK CAIRN IS OVER THE STATION.
 TO0874'
 TO0874'R.M. 1 IS ESE OF THE STATION.  IT IS A CHISELED CROSS INSIDE A
 TO0874'TRIANGLE ON A BOULDER.
 TO0874'
 TO0874'TO REACH THE STATION FROM THE ROAD JUNCTION AT BOSSBURG (THE
 TO0874'BOSSBURG GRAMMAR SCHOOL IS ABOUT 450 FEET W OF THIS JUNCTION)
 TO0874'PROCEED N ALONG STATE HIGHWAY 22 FOR 4.4 MILES, TURN RIGHT ON
 TO0874'GRAVEL ROAD AND GO UPHILL FOR 1.35 MILES TO A SMALL CLEARING ON
 TO0874'THE LEFT (N).  PACK ENE ACROSS THIS CLEARING THROUGH BRUSH AND
 TO0874'ABOUT MIDWAY UP A STEEP TALUS SLOPE, THEN HEAD NW ALONG THE SIDE
 TO0874'OF THE SLOPE TO THE STATION ON A NARROW BENCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2158 ***********************************************************************
 SA2158  DESIGNATION -  BILLINGTON
 SA2158  PID         -  SA2158
 SA2158  STATE/COUNTY-  WA/ADAMS
 SA2158  USGS QUAD   -  BRUCE (1978)
 SA2158
 SA2158                         *CURRENT SURVEY CONTROL
 SA2158  ___________________________________________________________________
 SA2158* NAD 83(1991)-  46 49 31.87819(N)    119 04 23.77756(W)     ADJUSTED  
 SA2158* NAVD 88     -       354.3    (meters)    1162.     (feet)  VERTCON   
 SA2158  ___________________________________________________________________
 SA2158  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 SA2158  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SA2158
 SA2158  HORZ ORDER  -  SECOND
 SA2158
 SA2158.The horizontal coordinates were established by classical geodetic methods
 SA2158.and adjusted by the National Geodetic Survey in December 1991..
 SA2158
 SA2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2158
 SA2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2158
 SA2158.The geoid height was determined by GEOID03.
 SA2158
 SA2158;                    North         East     Units Scale Factor Converg.
 SA2158;SPC WA S     -   166,842.369   608,849.720   MT  0.99992339   +1 02 10.9
 SA2158;SPC WA S     -   547,382.01  1,997,534.46   sFT  0.99992339   +1 02 10.9
 SA2158;UTM  11      - 5,187,862.188   341,868.107   MT  0.99990735   -1 30 44.3
 SA2158
 SA2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2158!SPC WA S     -   0.99994777  x   0.99992339  =   0.99987116
 SA2158!UTM  11      -   0.99994777  x   0.99990735  =   0.99985512
 SA2158
 SA2158|---------------------------------------------------------------------|
 SA2158| PID    Reference Object                     Distance      Geod. Az  |
 SA2158|                                                           dddmmss.s |
 SA2158| CF4508 BILLINGTON RM 2                      14.398 METERS 00219     |
 SA2158| CF4506 BILLINGTON AZ MK                                   0902818.5 |
 SA2158| CF4507 BILLINGTON RM 1                       8.510 METERS 09341     |
 SA2158|---------------------------------------------------------------------|
 SA2158
 SA2158                          SUPERSEDED SURVEY CONTROL
 SA2158
 SA2158  NAD 83(1986)-  46 49 31.88726(N)    119 04 23.76574(W) AD(       ) 2
 SA2158  NAD 27      -  46 49 32.38200(N)    119 04 19.73200(W) AD(       ) 2
 SA2158  NGVD 29 (07/19/86)  353.2    (m)         1159.     (f) VERT ANG       
 SA2158
 SA2158.Superseded values are not recommended for survey control.
 SA2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2158.See file dsdata.txt to determine how the superseded data were derived.
 SA2158
 SA2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4186887862(NAD 83)
 SA2158_MARKER: DS = TRIANGULATION STATION DISK
 SA2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2158
 SA2158  HISTORY     - Date     Condition        Report By
 SA2158  HISTORY     - 1948     MONUMENTED       CGS
 SA2158
 SA2158                          STATION DESCRIPTION
 SA2158
 SA2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SA2158'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE OTHELLO-CONNELL
 SA2158'HIGHWAY, ABOUT 9 MILES SOUTH OF WARDEN, ABOUT 4-1/2 MILES EAST OF
 SA2158'OTHELLO, 0.15 MILE WEST OF THE OLD DESERTED BILLINGTON SCHOOL
 SA2158'SITE, ABOUT 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 SA2158'9 FEET EAST OF A TELEPHONE POLE AND IN A LINE WITH THE TELEPHONE
 SA2158'LINE AND 4 FEET NORTH OF THE FENCE LINE.
 SA2158'
 SA2158'TO REACH FROM OTHELLO, GO EAST ON THE MAIN HIGHWAY, FOR 4.5 MILES
 SA2158'TO A SLIGHT RISE IN THE HIGHWAY AND THE STATION SITE.
 SA2158'
 SA2158'THE STATION MARK IS A STANDARD DISK, STAMPED BILLINGTON 1948,
 SA2158'SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 SA2158'
 SA2158'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BILLINGTON
 SA2158'NO 1 1948, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 SA2158'INCHES AND ABOUT THE SAME ELEVATION AS THE STATION.
 SA2158'
 SA2158'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BILLINGTON
 SA2158'NO 2 1948, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 SA2158'2 INCHES AND ABOUT 18 INCHES LOWER THAN THE STATION.
 SA2158'
 SA2158'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BILLINGTON 1948,
 SA2158'SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  IT
 SA2158'IS LOCATED AT THE EDGE OF A CULTIVATED FIELD, ABOUT 24 FEET
 SA2158'NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD AND IN A LINE WITH
 SA2158'THE TELEPHONE LINE.
 SA2158'
 SA2158'TO REACH FROM THE STATION, GO EAST ON THE PAVED ROAD, FOR 0.35
 SA2158'MILE AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2145 ***********************************************************************
 RC2145  DESIGNATION -  BINGEN
 RC2145  PID         -  RC2145
 RC2145  STATE/COUNTY-  WA/KLICKITAT
 RC2145  USGS QUAD   -  WHITE SALMON (1994)
 RC2145
 RC2145                         *CURRENT SURVEY CONTROL
 RC2145  ___________________________________________________________________
 RC2145* NAD 83(1991)-  45 42 43.94887(N)    121 27 15.88707(W)     ADJUSTED  
 RC2145* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 RC2145  ___________________________________________________________________
 RC2145  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 RC2145  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RC2145
 RC2145  HORZ ORDER  -  SECOND
 RC2145
 RC2145.The horizontal coordinates were established by classical geodetic methods
 RC2145.and adjusted by the National Geodetic Survey in December 1991..
 RC2145
 RC2145.The orthometric height was scaled from a topographic map.
 RC2145
 RC2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2145
 RC2145.The geoid height was determined by GEOID03.
 RC2145
 RC2145;                    North         East     Units Scale Factor Converg.
 RC2145;SPC WA S     -    42,562.146   425,685.263   MT  1.00002966   -0 41 35.8
 RC2145;SPC WA S     -   139,639.31  1,396,602.40   sFT  1.00002966   -0 41 35.8
 RC2145;SPC OR N     -   227,747.029 2,425,691.873   MT  0.99993956   -0 40 36.7
 RC2145;SPC OR N     -   747,201.54  7,958,306.67   iFT  0.99993956   -0 40 36.7
 RC2145;UTM  10      - 5,063,234.260   620,296.983   MT  0.99977791   +1 06 23.5
 RC2145
 RC2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2145!SPC WA S     -   0.99998391  x   1.00002966  =   1.00001357
 RC2145!SPC OR N     -   0.99998391  x   0.99993956  =   0.99992347
 RC2145!UTM  10      -   0.99998391  x   0.99977791  =   0.99976182
 RC2145
 RC2145|---------------------------------------------------------------------|
 RC2145| PID    Reference Object                     Distance      Geod. Az  |
 RC2145|                                                           dddmmss.s |
 RC2145| CF4133 BINGEN RM 1                           7.490 METERS 05531     |
 RC2145| RC2179 SOUTH POWERLINE TOWER APEX          APPROX. 1.8 KM 2425138.9 |
 RC2145| RC2187 NORTH POWERLINE TOWER APEX          APPROX. 1.2 KM 2482416.4 |
 RC2145| RC2172 SMALL POWERLINE TOWER APEX          APPROX. 1.0 KM 2512505.5 |
 RC2145| RC2273 HOOD RIVER CHURCH SPIRE CROSS       APPROX. 4.9 KM 2611743.3 |
 RC2145| RC2271 HOOD RIVER UPRR STA RIV GABLE       APPROX. 4.5 KM 2664746.2 |
 RC2145| RC2152 BINGEN UNION OIL S OF 4 GAS TK      APPROX. 0.9 KM 2834733.5 |
 RC2145| RC2162 BINGEN SHELL OIL GASOLINE TANK      APPROX. 0.9 KM 2845850.6 |
 RC2145| RC2183 BINGEN TALLEST SAWMILL STACK        APPROX. 1.4 KM 2863009.4 |
 RC2145| RC2170 AERIE                               APPROX. 2.9 KM 2941442.0 |
 RC2145| RC2168 WHITE SALMON CH SPIRE CROSS         APPROX. 3.4 KM 3053227.1 |
 RC2145| RC2174 WHITE SALMON SCHOOL YELLOW CUP      APPROX. 3.2 KM 3060937.2 |
 RC2145| CF4134 BINGEN RM 2                          16.698 METERS 32513     |
 RC2145| CF4135 BINGEN RM 3                          29.240 METERS 32815     |
 RC2145|---------------------------------------------------------------------|
 RC2145
 RC2145                          SUPERSEDED SURVEY CONTROL
 RC2145
 RC2145  NAD 83(1991)-  45 42 43.94887(N)    121 27 15.88707(W) AD(       ) 2
 RC2145  NAD 83(1986)-  45 42 43.96301(N)    121 27 15.88752(W) AD(       ) 2
 RC2145  NAD 27      -  45 42 44.53200(N)    121 27 11.63100(W) AD(       ) 2
 RC2145
 RC2145.Superseded values are not recommended for survey control.
 RC2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2145.See file dsdata.txt to determine how the superseded data were derived.
 RC2145
 RC2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2029763234(NAD 83)
 RC2145_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2145_SETTING: 66 = SET IN ROCK OUTCROP
 RC2145
 RC2145  HISTORY     - Date     Condition        Report By
 RC2145  HISTORY     - 1939     MONUMENTED       CGS
 RC2145  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2145  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RC2145  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2145  HISTORY     - 1960     SEE DESCRIPTION  USE
 RC2145  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RC2145  HISTORY     - 1970     SEE DESCRIPTION  WAA
 RC2145
 RC2145                          STATION DESCRIPTION
 RC2145
 RC2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2145'STATION IS ABOUT 1/4 MILE E OF BINGEN, WASHINGTON, ON N SHORE OF
 RC2145'THE COLUMBIA RIVER, ON A ROCKY BENCH PROJECTING FROM THE HIGH
 RC2145'HILL TO N OF U.S. HIGHWAY 830.  FROM THE HIGHWAY THIS BENCH
 RC2145'APPEARS AS A KNOLL.  STATION IS ABOUT 5 METERS FROM THE E END
 RC2145'OF THE BENCH AND 3 METERS FROM THE S EDGE OF THE BENCH.  THE
 RC2145'WESTERN END OF THE BENCH IS SLIGHTLY HIGHER IN ELEVATION THAN
 RC2145'THE STATION.
 RC2145'
 RC2145'STATION AND REFERENCE MARKS, ARE STANDARD BRONZE DISKS WEDGED
 RC2145'IN DRILL HOLES IN OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 2
 RC2145'AND 12A.
 RC2145'
 RC2145'STATION CAN BE REACHED AS FOLLOWS--GO E ON U.S. HIGHWAY 830,
 RC2145'0.5 MILE FROM THE BINGEN POST OFFICE AND TURN LEFT OFF HIGHWAY
 RC2145'(JUST AFTER PASSING GRAVEL PIT).  LEAVE TRUCK AND HIKE N TO TOP
 RC2145'OF FIRST ROCKY KNOLL ON SIDE OF HILL TO N OF THE END OF TRUCK
 RC2145'TRAVEL AND STATION.
 RC2145
 RC2145                          STATION RECOVERY (1948)
 RC2145
 RC2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2145'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 RC2145'
 RC2145'STATION IS ABOUT 1/4 MILE E OF BINGEN ON THE N SHORE OF THE
 RC2145'COLUMBIA RIVER, ON A ROCKY BENCH PROJECTING FROM THE HIGH HILL TO
 RC2145'N OF U.S. HIGHWAY 830.  FROM THE HIGHWAY THIS BENCH APPEARS AS
 RC2145'A GRASSY COVERED KNOLL.  STATION IS APPROXIMATELY 5 METERS FROM
 RC2145'THE E END OF THE BENCH AND APPROXIMATELY 3 METERS FROM THE S EDGE
 RC2145'OF THE BENCH AND APPROXIMATELY 200 FEET S OF THE PROMINENT ROCK
 RC2145'SLIDE AREA TO N OF STATION.  THE W END OF THE BENCH IS SLIGHTLY
 RC2145'HIGHER IN ELEVATION THAN THE STATION.  STATION MARK IS A
 RC2145'BRONZE DISK SET IN DRILL HOLE CEMENTED IN OUTCROPPING BEDROCK,
 RC2145'STAMPED BINGEN 1939.
 RC2145'
 RC2145'R.M. 1 IS A BRONZE REFERENCE DISK SET IN DRILL HOLE IN CEMENT
 RC2145'WITH ARROW POINTING TOWARD THE STATION, STAMPED BINGEN NO. 1
 RC2145'1939.  IT IS 7.483 METERS (24.56 FEET) N OF THE STATION, SET IN
 RC2145'OUTCROPPING BEDROCK.
 RC2145'
 RC2145'R.M. 2 IS A BRONZE REFERENCE MARK SET IN DRILL HOLE IN OUTCROPPING
 RC2145'BEDROCK IN CEMENT, STAMPED BINGEN NO.2 1939.  IT IS 16.688 METERS
 RC2145'(54.75 FEET) W OF THE STATION.
 RC2145'
 RC2145'STATION CAN BE REACHED AS FOLLOWS--GO E ON U.S. HIGHWAY 830,
 RC2145'0.5 MILE FROM THE BINGEN POST OFFICE AND TURN LEFT OFF HIGHWAY
 RC2145'(JUST AFTER PASSING GRAVEL PIT).  LEAVE TRUCK HERE AND HIKE N TO
 RC2145'TOP OF FIRST ROCKY KNOLL ON SIDE OF HILL TO N OF TRUCK TRAVEL
 RC2145'AND STATION.
 RC2145'
 RC2145'THE 1939 DISTANCES WERE VERIFIED BUT NO CHECK MADE ON DIRECTIONS
 RC2145'AT THIS TIME.
 RC2145
 RC2145                          STATION RECOVERY (1957)
 RC2145
 RC2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2145'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A
 RC2145'SLIGHT DIFFERENCE IN DISTANCE TO REFERENCE MARK 2 WAS NOTED.
 RC2145
 RC2145                          STATION RECOVERY (1959)
 RC2145
 RC2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2145'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 RC2145'CONDITION.  CRUMBLED CONCRETE AROUND SOLIDLY SET REFERENCE MARK
 RC2145'1 WAS REMOVED AND NEW CEMENT ADDED.  THE STATION IS BEST REACHED
 RC2145'BY A NEW DESCRIPTION WHICH FOLLOWS--
 RC2145'
 RC2145'TO REACH THE STATION FROM THE BINGEN POST OFFICE GO EAST ON
 RC2145'STATE HIGHWAY 14 FOR 0.45 MILE TO PINE STREET, TURN LEFT AND GO
 RC2145'NORTH ON PINE STREET FOR 0.1 MILE TO FRANKLIN STREET, AT A T
 RC2145'INTERSECTION, TURN RIGHT AND GO EAST ON FRANKLIN STREET AND THE
 RC2145'ROCKY ROAD FOR 0.3 MILE TO THE SUMMIT OF THE BENCH AND STATION.
 RC2145'
 RC2145'THE STATION MARK, STAMPED BINGEN 1939, IS A STANDARD DISK
 RC2145'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 RC2145'1 INCH.  IT IS 350 FEET SOUTHEAST OF A PROMINENT ROCK SLIDE AND
 RC2145'SOURCE OF AGGREGATE, 65 FEET SOUTHEAST OF THE CENTER OF THE
 RC2145'ROAD WHERE IT COMES UPON THE BENCH, 15 FEET WEST OF THE EAST
 RC2145'EDGE OF THE BLUFF AND 4 FEET NORTH OF THE SOUTH EDGE OF THE
 RC2145'BLUFF.  (NOTE 2)
 RC2145'
 RC2145'REFERENCE MARK NO. 1, STAMPED BINGEN NO 1 1939, IS A STANDARD
 RC2145'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH,
 RC2145'6 FEET NORTHWEST OF THE EDGE OF THE BLUFF AND 3 FEET BELOW STATION
 RC2145'ELEVATION.  (NOTE 12A)
 RC2145'
 RC2145'REFERENCE MARK NO. 3, STAMPED BINGEN NO 3 1939 1968, IS A
 RC2145'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 RC2145'IS FLUSH, 36 FEET WEST OF THE CENTER OF THE ROAD WHERE ROAD COMES
 RC2145'UP ON THE BENCH AND 2-1/2 FEET ABOVE STATION ELEVATION.  (NOTE
 RC2145'12A)
 RC2145
 RC2145                          STATION RECOVERY (1960)
 RC2145
 RC2145'RECOVERY NOTE BY US ENGINEERS 1960
 RC2145'FROM TOWN OF BINGEN STATION IS MOST EASILY REACHED BY GOING NORTH
 RC2145'2 BLOCKS FROM INTERSECTION OF STUEBEN STREET (HIGHWAY 30) AND OAK
 RC2145'STREET TO FRANKLIN STREET, TURN RIGHT AND GO 0.3 MILE TO END OF
 RC2145'STREET, ANGLE TO LEFT UP STEEP ROAD TO ROCK PIT 0.3 MILE TO
 RC2145'VICINITY OF STATION.  INSTEAD OF TURNING LEFT TO PIT, TURN RIGHT
 RC2145'100 FEET TO STATION.  STD. C AND G.S. DISK CEMENTED INTO ROCK
 RC2145'OUTCROP ABOUT 250 FEET SOUTH OF SHALE ROCK PIT, ON LEVEL ROCK
 RC2145'LEDGE PROJECTING OUT OF HILLSIDE.  REFERENCE MARKS 1 AND 2
 RC2145'RECOVERED.
 RC2145'
 RC2145'TO REACH THE STATION FROM THE INTERSECTION OF STEUBEN AND OAK
 RC2145'STREETS IN BINGEN, WASHINGTON, GO NORTH ON OAK STREET FOR 0.1 MILE
 RC2145'(2 BLOCKS) TO FRANKLIN STREET.  TURN RIGHT AND GO EAST FOR 0.3
 RC2145'MILE TO THE END OF FRANKLIN STREET.  BEAR LEFT AND TAKE DIRT ROAD
 RC2145'UP STEEP GRADE FOR 0.3 MILE TO TOP OF ROCKY BENCH AND STATION.
 RC2145
 RC2145                          STATION RECOVERY (1968)
 RC2145
 RC2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 RC2145'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 RC2145'CONDITION.  REFERENCE MARK NO. 2 HAD BEEN DESTROYED.  REFERENCE
 RC2145'MARK NO. 3 WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 RC2145'FOLLOWS.
 RC2145'
 RC2145'THE STATION IS 1/2 MILE EAST OF BINGEN ON A ROCKY BENCH PROJECTING
 RC2145'FROM THE HIGH HILL TO THE NORTH.
 RC2145
 RC2145                          STATION RECOVERY (1970)
 RC2145
 RC2145'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1970
 RC2145'BINGEN 1939 GOOD
 RC2145'
 RC2145'RM 1 GOOD
 RC2145'
 RC2145'RM 3 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2153 ***********************************************************************
 RC2153  DESIGNATION -  BINGEN SCHOOL FLAGPOLE
 RC2153  PID         -  RC2153
 RC2153  STATE/COUNTY-  WA/KLICKITAT
 RC2153  USGS QUAD   -  WHITE SALMON (1994)
 RC2153
 RC2153                         *CURRENT SURVEY CONTROL
 RC2153  ___________________________________________________________________
 RC2153* NAD 83(1991)-  45 42 51.35596(N)    121 27 42.13279(W)     ADJUSTED  
 RC2153* NAVD 88     -                                                        
 RC2153  ___________________________________________________________________
 RC2153  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 RC2153  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RC2153
 RC2153  HORZ ORDER  -  THIRD
 RC2153
 RC2153.The horizontal coordinates were established by classical geodetic methods
 RC2153.and adjusted by the National Geodetic Survey in December 1991..
 RC2153
 RC2153
 RC2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2153
 RC2153.The geoid height was determined by GEOID03.
 RC2153
 RC2153;                    North         East     Units Scale Factor Converg.
 RC2153;SPC WA S     -    42,797.716   425,120.411   MT  1.00002912   -0 41 54.9
 RC2153;SPC WA S     -   140,412.17  1,394,749.22   sFT  1.00002912   -0 41 54.9
 RC2153;SPC OR N     -   227,982.415 2,425,127.004   MT  0.99993990   -0 40 55.3
 RC2153;SPC OR N     -   747,973.80  7,956,453.43   iFT  0.99993990   -0 40 55.3
 RC2153;UTM  10      - 5,063,451.917   619,725.155   MT  0.99977623   +1 06 04.8
 RC2153
 RC2153                          SUPERSEDED SURVEY CONTROL
 RC2153
 RC2153  NAD 83(1991)-  45 42 51.35596(N)    121 27 42.13279(W) AD(       ) 4
 RC2153  NAD 83(1986)-  45 42 51.37009(N)    121 27 42.13353(W) AD(       ) 4
 RC2153  NAD 27      -  45 42 51.94000(N)    121 27 37.88000(W) AD(       ) 3
 RC2153
 RC2153.Superseded values are not recommended for survey control.
 RC2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2153.See file dsdata.txt to determine how the superseded data were derived.
 RC2153
 RC2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1972563452(NAD 83)
 RC2153
 RC2153  HISTORY     - Date     Condition        Report By
 RC2153  HISTORY     - 1939     MONUMENTED       CGS
 RC2153  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RC2153  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2153  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RC2153  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC2153
 RC2153                          STATION DESCRIPTION
 RC2153
 RC2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LAM)
 RC2153'THIS UNCHECKED INTERSECTION STATION IS METAL PIPE FLAGPOLE ON S
 RC2153'SIDE OF MAIN BUILDING OF BINGEN SCHOOL, IN E PART OF TOWN AND N
 RC2153'OF EVERGREEN HIGHWAY (U.S. HIGHWAY 830).
 RC2153'
 RC2153'IN JANUARY 1942, SCHOOL REPORTED AS WHITE FRAME BUILDING, AND
 RC2153'FLAGPOLE PAINTED ALUMINUM.  FLAGPOLE IS NOT AS TALL AS CUPOLA ON
 RC2153'SCHOOL.
 RC2153
 RC2153                          STATION RECOVERY (1948)
 RC2153
 RC2153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2153'THIS INTERSECTION STATION IS THE TIP OF A SMALL FLAGPOLE NEAR THE
 RC2153'CENTER OF THE S SIDE OF THE BINGEN SCHOOL, LOCATED ABOUT 2-1/2
 RC2153'BLOCKS E OF THE POST OFFICE AT BINGEN.
 RC2153
 RC2153                          STATION RECOVERY (1958)
 RC2153
 RC2153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LGT)
 RC2153'STATION RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 1000 FEET EAST
 RC2153'OF POST OFFICE.  ABOUT 500 FEET NORTH OF U.S. HIGHWAY 830, ON
 RC2153'THE SOUTH SIDE OF BINGEN GRADE SCHOOL AT 411 E. FRANKLIN.  STATION
 RC2153'IS TIP OF STEEL FLAGPOLE.
 RC2153'
 RC2153'NOTE--THIS STATION IS A NO CHECK POSITION AND COULD NOT BE HELD
 RC2153'DURING THE CONTROL EXTENSION ON THE STEREOPLANIGRAPH NOR DURING
 RC2153'THE COMPILATION OF PLANIMETRY FOR PROJECT PH-5807.  FORM 524 HAS
 RC2153'BEEN SUBMITTED FOR THIS STATION AS A RECOVERABLE TOPOGRAPHIC
 RC2153'STATION.
 RC2153
 RC2153                          STATION RECOVERY (1989)
 RC2153
 RC2153'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC2153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2162 ***********************************************************************
 RC2162  DESIGNATION -  BINGEN SHELL OIL GASOLINE TANK
 RC2162  PID         -  RC2162
 RC2162  STATE/COUNTY-  WA/KLICKITAT
 RC2162  USGS QUAD   -  WHITE SALMON (1994)
 RC2162
 RC2162                         *CURRENT SURVEY CONTROL
 RC2162  ___________________________________________________________________
 RC2162* NAD 83(1991)-  45 42 51.84256(N)    121 27 58.00867(W)     ADJUSTED  
 RC2162* NAVD 88     -                                                        
 RC2162  ___________________________________________________________________
 RC2162  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 RC2162  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RC2162
 RC2162  HORZ ORDER  -  THIRD
 RC2162
 RC2162.The horizontal coordinates were established by classical geodetic methods
 RC2162.and adjusted by the National Geodetic Survey in December 1991..
 RC2162
 RC2162
 RC2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2162
 RC2162.The geoid height was determined by GEOID03.
 RC2162
 RC2162;                    North         East     Units Scale Factor Converg.
 RC2162;SPC WA S     -    42,816.935   424,777.246   MT  1.00002908   -0 42 06.4
 RC2162;SPC WA S     -   140,475.23  1,393,623.35   sFT  1.00002908   -0 42 06.4
 RC2162;SPC OR N     -   228,001.533 2,424,783.864   MT  0.99993993   -0 41 06.6
 RC2162;SPC OR N     -   748,036.53  7,955,327.64   iFT  0.99993993   -0 41 06.6
 RC2162;UTM  10      - 5,063,460.346   619,381.643   MT  0.99977522   +1 05 53.5
 RC2162
 RC2162                          SUPERSEDED SURVEY CONTROL
 RC2162
 RC2162  NAD 83(1991)-  45 42 51.84256(N)    121 27 58.00867(W) AD(       ) 4
 RC2162  NAD 83(1986)-  45 42 51.85661(N)    121 27 58.00963(W) AD(       ) 4
 RC2162  NAD 27      -  45 42 52.42600(N)    121 27 53.75300(W) AD(       ) 3
 RC2162
 RC2162.Superseded values are not recommended for survey control.
 RC2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2162.See file dsdata.txt to determine how the superseded data were derived.
 RC2162
 RC2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1938263460(NAD 83)
 RC2162
 RC2162  HISTORY     - Date     Condition        Report By
 RC2162  HISTORY     - 1939     MONUMENTED       CGS
 RC2162  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RC2162  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2162  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2162  HISTORY     - 1989     GOOD             USPSQD
 RC2162
 RC2162                          STATION DESCRIPTION
 RC2162
 RC2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LAM)
 RC2162'THIS CHECKED INTERSECTION STATION IS CENTER OF VERTICAL STEEL TANK
 RC2162'ON PROPERTY OF SHELL OIL COMPANY, IN S PART OF BINGEN,
 RC2162'WASHINGTON.  TANK CENTER IS 145 FEET W OF W LINE OF MAPLE STREET
 RC2162'AND 45 FEET S OF S LINE OF STEUBEN STREET (EVERGREEN HIGHWAY,
 RC2162'U.S. HIGHWAY 830), AND N OF SPOKANE, PORTLAND, AND SEATTLE
 RC2162'RAILWAY.  IN JANUARY 1942, REPORTED THAT TANK WAS PAINTED
 RC2162'ALUMINUM WITH COMPANY NAME SHELL IN RED AND YELLOW.
 RC2162
 RC2162                          STATION RECOVERY (1948)
 RC2162
 RC2162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2162'THIS INTERSECTION STATION IS THE TALLEST GASOLINE STORAGE TANK OF
 RC2162'THREE LOCATED ABOUT 1/2 BLOCK E OF THE GREYHOUND BUS STATION IN
 RC2162'BINGEN.  IT IS SILVER-PAINTED WITH PROMINENT SHELL SIGN AT TOP
 RC2162'OF THE TALLEST TANK.
 RC2162
 RC2162                          STATION RECOVERY (1959)
 RC2162
 RC2162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2162'LOCAL INQUIRY CONFIRMED THAT THE TALLEST OF 4 EXISTING TANKS ON
 RC2162'THE SHELL PROPERTY HAS NOT BEEN DISTURBED SINCE ITS CONSTRUCTION
 RC2162'MORE THAN TWENTY YEARS AGO.  A NEW GREYHOUND BUS TERMINAL HAS
 RC2162'BEEN BUILT ON THE SITE OF THE OLD ONE.
 RC2162'
 RC2162'THE STATION IS THE NORTHEAST AND TALLEST OF A GROUP OF FOUR
 RC2162'GASOLINE STORAGE TANKS.  IT IS ABOUT 28 FEET EAST OF THE GREYHOUND
 RC2162'BUS DEPOT, ABOUT 45 FEET SOUTH OF STEUBEN STREET.
 RC2162
 RC2162                          STATION RECOVERY (1989)
 RC2162
 RC2162'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC2162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2183 ***********************************************************************
 RC2183  DESIGNATION -  BINGEN TALLEST SAWMILL STACK
 RC2183  PID         -  RC2183
 RC2183  STATE/COUNTY-  WA/KLICKITAT
 RC2183  USGS QUAD   -  WHITE SALMON (1994)
 RC2183
 RC2183                         *CURRENT SURVEY CONTROL
 RC2183  ___________________________________________________________________
 RC2183* NAD 83(1991)-  45 42 56.84229(N)    121 28 18.03587(W)     ADJUSTED  
 RC2183* NAVD 88     -                                                        
 RC2183  ___________________________________________________________________
 RC2183  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 RC2183  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC2183
 RC2183  HORZ ORDER  -  THIRD
 RC2183
 RC2183.The horizontal coordinates were established by classical geodetic methods
 RC2183.and adjusted by the National Geodetic Survey in December 1991..
 RC2183
 RC2183
 RC2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2183
 RC2183.The geoid height was determined by GEOID03.
 RC2183
 RC2183;                    North         East     Units Scale Factor Converg.
 RC2183;SPC WA S     -    42,976.609   424,346.019   MT  1.00002872   -0 42 21.0
 RC2183;SPC WA S     -   140,999.09  1,392,208.56   sFT  1.00002872   -0 42 21.0
 RC2183;SPC OR N     -   228,161.067 2,424,352.629   MT  0.99994016   -0 41 20.8
 RC2183;SPC OR N     -   748,559.93  7,953,912.82   iFT  0.99994016   -0 41 20.8
 RC2183;UTM  10      - 5,063,606.359   618,945.724   MT  0.99977394   +1 05 39.2
 RC2183
 RC2183                          SUPERSEDED SURVEY CONTROL
 RC2183
 RC2183  NAD 83(1991)-  45 42 56.84229(N)    121 28 18.03587(W) AD(       ) 4
 RC2183  NAD 83(1986)-  45 42 56.85639(N)    121 28 18.03708(W) AD(       ) 4
 RC2183  NAD 27      -  45 42 57.42600(N)    121 28 13.78000(W) AD(       ) 3
 RC2183
 RC2183.Superseded values are not recommended for survey control.
 RC2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2183.See file dsdata.txt to determine how the superseded data were derived.
 RC2183
 RC2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1894663606(NAD 83)
 RC2183
 RC2183  HISTORY     - Date     Condition        Report By
 RC2183  HISTORY     - 1939     MONUMENTED       CGS
 RC2183  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RC2183  HISTORY     - 1952     SEE DESCRIPTION  CGS
 RC2183
 RC2183                          STATION DESCRIPTION
 RC2183
 RC2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LAM)
 RC2183'STATION RECOVERED.  THIS CHECKED INTERSECTION STATION IS TALLEST
 RC2183'SAWMILL STACK IN BINGEN.  IN 1942, REPORTED THAT THIS STACK IS ON
 RC2183'S PART OF BUILDING OWNED BY NORDBY LUMBER COMPANY, JUST S OF
 RC2183'SPOKANE, PORTLAND, AND SEATTLE RAILWAY, AND ABOUT 800 FEET W OF
 RC2183'ASH STREET.  BUILDING IS OF FRAME CONSTRUCTION, AND STACK IS OF
 RC2183'ROUND BLACK IRON.  A BUILDING WITH TWO SIMILAR STACKS IS ABOUT
 RC2183'100 FEET EASTWARD.
 RC2183
 RC2183                          STATION RECOVERY (1952)
 RC2183
 RC2183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (BM)
 RC2183'THIS INTERSECTION STATION HAS BEEN DESTROYED.  THE MILL HAS BURNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2152 ***********************************************************************
 RC2152  DESIGNATION -  BINGEN UNION OIL S OF 4 GAS TK
 RC2152  PID         -  RC2152
 RC2152  STATE/COUNTY-  WA/KLICKITAT
 RC2152  USGS QUAD   -  WHITE SALMON (1994)
 RC2152
 RC2152                         *CURRENT SURVEY CONTROL
 RC2152  ___________________________________________________________________
 RC2152* NAD 83(1991)-  45 42 50.69725(N)    121 27 55.13910(W)     ADJUSTED  
 RC2152* NAVD 88     -                                                        
 RC2152  ___________________________________________________________________
 RC2152  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 RC2152  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RC2152
 RC2152  HORZ ORDER  -  THIRD
 RC2152
 RC2152.The horizontal coordinates were established by classical geodetic methods
 RC2152.and adjusted by the National Geodetic Survey in December 1991..
 RC2152
 RC2152
 RC2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2152
 RC2152.The geoid height was determined by GEOID03.
 RC2152
 RC2152;                    North         East     Units Scale Factor Converg.
 RC2152;SPC WA S     -    42,780.816   424,838.874   MT  1.00002916   -0 42 04.3
 RC2152;SPC WA S     -   140,356.73  1,393,825.54   sFT  1.00002916   -0 42 04.3
 RC2152;SPC OR N     -   227,965.435 2,424,845.497   MT  0.99993987   -0 41 04.5
 RC2152;SPC OR N     -   747,918.09  7,955,529.85   iFT  0.99993987   -0 41 04.5
 RC2152;UTM  10      - 5,063,426.190   619,444.359   MT  0.99977540   +1 05 55.5
 RC2152
 RC2152                          SUPERSEDED SURVEY CONTROL
 RC2152
 RC2152  NAD 83(1991)-  45 42 50.69726(N)    121 27 55.13910(W) AD(       ) 4
 RC2152  NAD 83(1986)-  45 42 50.71128(N)    121 27 55.14003(W) AD(       ) 4
 RC2152  NAD 27      -  45 42 51.28000(N)    121 27 50.88000(W) AD(       ) 3
 RC2152
 RC2152.Superseded values are not recommended for survey control.
 RC2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2152.See file dsdata.txt to determine how the superseded data were derived.
 RC2152
 RC2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1944463426(NAD 83)
 RC2152
 RC2152  HISTORY     - Date     Condition        Report By
 RC2152  HISTORY     - 1939     MONUMENTED       CGS
 RC2152  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RC2152  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2152  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RC2152
 RC2152                          STATION DESCRIPTION
 RC2152
 RC2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2152'NO DESCRIPTION AVAILABLE.
 RC2152
 RC2152                          STATION RECOVERY (1942)
 RC2152
 RC2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LAM)
 RC2152'THIS CHECKED INTERSECTION STATION IS CENTER OF VERTICAL GASOLINE
 RC2152'TANK, S ONE OF FOUR, AT PLANT OF UNION OIL COMPANY, IN S PART OF
 RC2152'BINGEN AND N OF SPOKANE, PORTLAND, AND SEATTLE RAILWAY.  CENTER OF
 RC2152'TANK IS ABOUT 53 FEET S OF S LINE OF STEUBEN STREET (EVERGREEN
 RC2152'HIGHWAY, U.S. HIGHWAY 830), AND 10 FEET E OF E LINE OF MAPLE
 RC2152'STREET.  IN JANUARY 1942, REPORTED THAT TANK WAS PAINTED
 RC2152'ALUMINUM.
 RC2152
 RC2152                          STATION RECOVERY (1948)
 RC2152
 RC2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2152'THIS INTERSECTION STATION IS THE S GASOLINE TANK OF A GROUP OF
 RC2152'FOUR, UNION OIL COMPANY, SILVER-PAINTED WITH PROMINENT UNION OIL
 RC2152'COMPANY SIGN AT TOP OF THE FOUR TANKS, LOCATED AT THE E EDGE OF
 RC2152'BINGEN.
 RC2152
 RC2152                          STATION RECOVERY (1958)
 RC2152
 RC2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LGT)
 RC2152'STATION RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 80 FEET SOUTH
 RC2152'OF U.S. HIGHWAY 30, ABOUT 40 FEET EAST OF MAPLE STREET IN
 RC2152'BINGEN.  STATION IS CENTER OF THE SOUTH ONE OF FOUR VERTICAL STEEL
 RC2152'TANKS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1782 ***********************************************************************
 SY1782  DESIGNATION -  BIRCH
 SY1782  PID         -  SY1782
 SY1782  STATE/COUNTY-  WA/MASON
 SY1782  USGS QUAD   -  SHELTON (1981)
 SY1782
 SY1782                         *CURRENT SURVEY CONTROL
 SY1782  ___________________________________________________________________
 SY1782* NAD 83(1991)-  47 13 03.36793(N)    123 06 34.75698(W)     ADJUSTED  
 SY1782* NAVD 88     -        57.9    (meters)     190.     (feet)  VERTCON   
 SY1782  ___________________________________________________________________
 SY1782  LAPLACE CORR-          -6.98  (seconds)                    DEFLEC99
 SY1782  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SY1782
 SY1782  HORZ ORDER  -  SECOND
 SY1782
 SY1782.The horizontal coordinates were established by classical geodetic methods
 SY1782.and adjusted by the National Geodetic Survey in December 1991..
 SY1782
 SY1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1782
 SY1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1782
 SY1782.The geoid height was determined by GEOID03.
 SY1782
 SY1782;                    North         East     Units Scale Factor Converg.
 SY1782;SPC WA S     -   212,713.252   302,368.261   MT  0.99997558   -1 53 44.3
 SY1782;SPC WA S     -   697,876.73    992,019.87   sFT  0.99997558   -1 53 44.3
 SY1782;UTM  10      - 5,229,351.746   491,697.344   MT  0.99960085   -0 04 49.7
 SY1782
 SY1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1782!SPC WA S     -   0.99999431  x   0.99997558  =   0.99996989
 SY1782!UTM  10      -   0.99999431  x   0.99960085  =   0.99959516
 SY1782
 SY1782:                Primary Azimuth Mark                     Grid Az
 SY1782:SPC WA S     -  BIRCH AZ MK                              105 17 39.4
 SY1782:UTM  10      -  BIRCH AZ MK                              103 28 44.8
 SY1782
 SY1782|---------------------------------------------------------------------|
 SY1782| PID    Reference Object                     Distance      Geod. Az  |
 SY1782|                                                           dddmmss.s |
 SY1782| SY1781 BIRCH AZ MK                         APPROX. 1.0 KM 1032355.1 |
 SY1782|---------------------------------------------------------------------|
 SY1782
 SY1782                          SUPERSEDED SURVEY CONTROL
 SY1782
 SY1782  NAD 83(1986)-  47 13 03.36711(N)    123 06 34.76500(W) AD(       ) 2
 SY1782  NAD 27      -  47 13 04.02834(N)    123 06 30.22278(W) AD(       ) 2
 SY1782  NGVD 29 (07/19/86)   56.8    (m)          186.     (f) VERT ANG       
 SY1782
 SY1782.Superseded values are not recommended for survey control.
 SY1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1782.See file dsdata.txt to determine how the superseded data were derived.
 SY1782
 SY1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9169729352(NAD 83)
 SY1782_MARKER: DS = TRIANGULATION STATION DISK
 SY1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1782+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002
 SY1782
 SY1782  HISTORY     - Date     Condition        Report By
 SY1782  HISTORY     - 1973     MONUMENTED       NGS
 SY1782  HISTORY     - 20020329 GOOD             USPSQD
 SY1782  HISTORY     - 20050827 MARK NOT FOUND   USPSQD
 SY1782
 SY1782                          STATION DESCRIPTION
 SY1782
 SY1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 SY1782'THE STATION IS ON THE HILL IN THE NORTHWEST PART OF SHELTON, AT THE
 SY1782'POINT WHERE BIRCH STREET ENDS AT A STEEP DECLINE.  THE STATION
 SY1782'OVERLOOKS THE BUSINESS DISTRICT AND THE HILL ON THE SOUTH SIDE OF
 SY1782'SHELTON.  IT IS IN SECTION 19, T 20 N, R 3 W.
 SY1782'
 SY1782'TO REACH FROM THE INTERSECTION OF FIRST AND ALDER STREETS AT THE
 SY1782'NORTHERN END OF THE BUSINESS DISTRICT IN SHELTON, GO WEST AND
 SY1782'NORTHWEST ON ALDER STREET (U.S. HIGHWAY 101) FOR 0.85 MILE TO A
 SY1782'BLACKTOP Y, KEEP RIGHT ON B STREET FOR 0.05 MILE, KEEP RIGHT ON
 SY1782'BIRCH STREET FOR 0.25 MILE TO HOUSE NO. 920 (J.T. CLARKS
 SY1782'RESIDENCE), AND THE STATION, IN A MONUMENT CASE IN THE BLACKTOP
 SY1782'PORTION OF THE STREET.
 SY1782'
 SY1782'THE STATION MARK, STAMPED BIRCH 1973, IS A STANDARD DISK SET 0.8
 SY1782'FOOT BELOW THE BLACK TOP SURFACE OF BIRCH STREET, IN A MONUMENT
 SY1782'CASE, 18 YARDS WEST OF THE END OF THE STREET, 4 FEET EAST OF THE
 SY1782'PROJECTED CENTERLINE OF THE CONCRETE SIDEWALK TO THE FRONT DOOR OF
 SY1782'HOUSE 920 AND 2 FEET NORTH OF THE CENTERLINE OF BIRCH STREET.
 SY1782'MARK IS 12 FEET SOUTH OF THE NORTH CURB.
 SY1782'
 SY1782'REFERENCE MARK NO. 1, STAMPED BIRCH NO 1 1973, IS A STANDARD DISK
 SY1782'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, 31.3 FEET EAST
 SY1782'OF THE CENTER OF THE SIDEWALK TO THE FRONT DOOR OF HOUSE NO. 920,
 SY1782'16.2 FEET NORTH OF THE CONCRETE CURB ALONG THE NORTH SIDE OF BIRCH
 SY1782'STREET AND 8.7 FEET NORTH OF THE CENTER OF A WATER METER COVER.
 SY1782'
 SY1782'REFERENCE MARK NO. 2, STAMPED BIRCH NO 2 1973, IS A STANDARD DISK
 SY1782'SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 29.8
 SY1782'FEET SOUTH OF THE CENTER OF BIRCH STREET, AND 6 INCHES EAST OF THE
 SY1782'NORTHEAST CORNER OF THE CONCRETE FOUNDATION FOR THE FENCE AROUND
 SY1782'HOUSE NO. 925.
 SY1782'
 SY1782'THE AZIMUTH MARK IS ABOUT 3/4 MILE EAST, ON SAN JOAQUIN AVENUE, 0.15
 SY1782'MILE EAST OF THE INTERSECTION OF FIRST STREET AND SAN JOAQUIN AVE.
 SY1782'AT THE INTERSECTION OF SAN JOAQUIN AVE. AND BEAVER STREET (BEAVER
 SY1782'ST. HAS NOT BEEN CONSTRUCTED BUT THE R.O.W. EXISTS).  THE MARK IS
 SY1782'A 2-INCH METAL DISK STAMPED BIRCH AZI 43.2 FEET SOUTHEAST OF THE
 SY1782'SOUTHEAST CORNER OF A CONCRETE RETAINING WALL AND 3 FEET NORTH
 SY1782'OF THE CENTER OF THE STREET.
 SY1782'
 SY1782'NEAREST TOWN--SHELTON.
 SY1782
 SY1782                          STATION RECOVERY (2002)
 SY1782
 SY1782'RECOVERY NOTE BY US POWER SQUADRON 2002 (PCL)
 SY1782'RECOVERED IN GOOD CONDITION.
 SY1782
 SY1782                          STATION RECOVERY (2005)
 SY1782
 SY1782'RECOVERY NOTE BY US POWER SQUADRON 2005 (EC)
 SY1782'BIRCH 1 WAS FOUND GOOD.  BIRCH WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1781 ***********************************************************************
 SY1781  DESIGNATION -  BIRCH AZ MK
 SY1781  PID         -  SY1781
 SY1781  STATE/COUNTY-  WA/MASON
 SY1781  USGS QUAD   -  SHELTON (1981)
 SY1781
 SY1781                         *CURRENT SURVEY CONTROL
 SY1781  ___________________________________________________________________
 SY1781* NAD 83(1991)-  47 12 55.60949(N)    123 05 46.97228(W)     ADJUSTED  
 SY1781* NAVD 88     -        36.2    (meters)     119.     (feet)  VERTCON   
 SY1781  ___________________________________________________________________
 SY1781  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 SY1781  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SY1781
 SY1781  HORZ ORDER  -  SECOND
 SY1781
 SY1781.The horizontal coordinates were established by classical geodetic methods
 SY1781.and adjusted by the National Geodetic Survey in December 1991..
 SY1781
 SY1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1781
 SY1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1781
 SY1781.The geoid height was determined by GEOID03.
 SY1781
 SY1781;                    North         East     Units Scale Factor Converg.
 SY1781;SPC WA S     -   212,440.618   303,365.229   MT  0.99997516   -1 53 09.6
 SY1781;SPC WA S     -   696,982.26    995,290.76   sFT  0.99997516   -1 53 09.6
 SY1781;UTM  10      - 5,229,110.920   492,702.072   MT  0.99960065   -0 04 14.6
 SY1781
 SY1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1781!SPC WA S     -   0.99999771  x   0.99997516  =   0.99997287
 SY1781!UTM  10      -   0.99999771  x   0.99960065  =   0.99959836
 SY1781
 SY1781|---------------------------------------------------------------------|
 SY1781| PID    Reference Object                     Distance      Geod. Az  |
 SY1781|                                                           dddmmss.s |
 SY1781| DD9401 BIRCH AZ MK CENTER PUNCH              5.204 METERS 27350     |
 SY1781| SY1782 BIRCH                               APPROX. 1.0 KM 2832430.1 |
 SY1781|---------------------------------------------------------------------|
 SY1781
 SY1781                          SUPERSEDED SURVEY CONTROL
 SY1781
 SY1781  NAD 83(1986)-  47 12 55.60871(N)    123 05 46.98025(W) AD(       ) 2
 SY1781  NAD 27      -  47 12 56.26904(N)    123 05 42.43963(W) AD(       ) 2
 SY1781  NGVD 29 (07/19/86)   35.1    (m)          115.     (f) VERT ANG       
 SY1781
 SY1781.Superseded values are not recommended for survey control.
 SY1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1781.See file dsdata.txt to determine how the superseded data were derived.
 SY1781
 SY1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9270229111(NAD 83)
 SY1781_MARKER: DZ = AZIMUTH MARK DISK
 SY1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY1781
 SY1781  HISTORY     - Date     Condition        Report By
 SY1781  HISTORY     - 1973     MONUMENTED       NGS
 SY1781
 SY1781                          STATION DESCRIPTION
 SY1781
 SY1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 SY1781'THE STATION IS ON THE SIDE OF THE HILL AT THE NORTHERN END OF THE
 SY1781'BUSINESS DISTRICT IN SHELTON, AT THE INTERSECTION OF SAN JOAQUIN
 SY1781'AVENUE AND BEAVER STREET, BUT AS YET, BEAVER STREET HAS NOT BEEN
 SY1781'CONSTRUCTED.  HOWEVER, A SPOT FOR PARKING CARS HAS BEEN HOLLOWED
 SY1781'OUT OF THE BANK AT THE INTERSECTION ON THE NORTH SIDE OF SAN
 SY1781'JOAQUIN AVENUE.
 SY1781'
 SY1781'TO REACH FROM THE INTERSECTION OF FIRST AND PINE STREETS AT THE
 SY1781'NORTH END OF THE BUSINESS DISTRICT IN SHELTON, GO NORTH ON FIRST
 SY1781'STREET FOR 0.1 MILE, TURN RIGHT AND GO EAST, UPHILL, ON SAN
 SY1781'JOAQUIN AVE. FOR 0.1 MILE TO A BLACKTOP Y, KEEP RIGHT 0.05 MILE TO
 SY1781'THE EASTERN END OF A CONCRETE RETAINING WALL, THE SCOOPED-OUT
 SY1781'PARKING AREA AND THE STATION.
 SY1781'
 SY1781'THE STATION MARK, STAMPED BIRCH AZI IS 2-INCH METAL DISK SET IN A
 SY1781'9-INCH DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE BLACKTOP
 SY1781'STREET, 43.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 SY1781'RETAINING WALL, 39.2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 SY1781'WING ON THE RETAINING WALL, 14.2 FEET SOUTH OF THE PROJECTED
 SY1781'SOUTH SIDE OF THE WALL, 7 YARDS SOUTH OF THE CENTER OF THE
 SY1781'HOLLOWED-OUT PARKING AREA AND 3 FEET NORTH OF THE CENTER OF THE
 SY1781'STREET.
 SY1781'
 SY1781'REFERENCE MARK NO. 1 IS A 2-INCH METAL DISK WITH A PUNCH MARK IN
 SY1781'THE CENTER, SET IN A 9-INCH DIAMETER CONCRETE POST FLUSH WITH THE
 SY1781'SURFACE OF THE BLACKTOP STREET, 28.6 FEET SOUTH-SOUTHEAST OF THE
 SY1781'NORTHEAST CORNER OF THE CONCRETE RETAINING WALL AND 2.8 FEET NORTH
 SY1781'OF THE CENTER OF THE STREET.
 SY1781'
 SY1781'SHELTON, LUTHERAN CHURCH CROSS IS THE LARGE CROSS ATOP THE WHITE
 SY1781'STUCCO CHURCH OF MODERN DESIGN, LOCATED 0.1 MILE EAST OF THE
 SY1781'INTERSECTION OF WYANDOTTE AVENUE AND SECOND STREET, ON THE HILL IN
 SY1781'THE SOUTHWESTERN PART OF THE TOWN OF SHELTON.  (THIS IS THE MOUNT
 SY1781'OLIVE LUTHERAN CHURCH).
 SY1781'
 SY1781'NEAREST TOWN--SHELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2156 ***********************************************************************
 TR2156  DESIGNATION -  BIRCH POINT 1858
 TR2156  PID         -  TR2156
 TR2156  STATE/COUNTY-  WA/WHATCOM
 TR2156  USGS QUAD   -  BIRCH POINT (1994)
 TR2156
 TR2156                         *CURRENT SURVEY CONTROL
 TR2156  ___________________________________________________________________
 TR2156* NAD 83(1991)-  48 56 30.37315(N)    122 49 19.55533(W)     ADJUSTED  
 TR2156* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 TR2156  ___________________________________________________________________
 TR2156  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 TR2156  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 TR2156
 TR2156  HORZ ORDER  -  THIRD
 TR2156
 TR2156.The horizontal coordinates were established by classical geodetic methods
 TR2156.and adjusted by the National Geodetic Survey in December 1991..
 TR2156
 TR2156.The orthometric height was scaled from a topographic map.
 TR2156
 TR2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2156
 TR2156.The geoid height was determined by GEOID03.
 TR2156
 TR2156;                    North         East     Units Scale Factor Converg.
 TR2156;SPC WA N     -   217,785.966   354,318.438   MT  1.00004589   -1 28 50.4
 TR2156;SPC WA N     -   714,519.46  1,162,459.74   sFT  1.00004589   -1 28 50.4
 TR2156;UTM  10      - 5,420,997.947   513,027.309   MT  0.99960208   +0 08 02.9
 TR2156
 TR2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2156!SPC WA N     -   1.00000128  x   1.00004589  =   1.00004717
 TR2156!UTM  10      -   1.00000128  x   0.99960208  =   0.99960336
 TR2156
 TR2156:                Primary Azimuth Mark                     Grid Az
 TR2156:SPC WA N     -  SATELLITE 2 1888                         345 58 08.9
 TR2156:UTM  10      -  SATELLITE 2 1888                         344 21 15.6
 TR2156
 TR2156|---------------------------------------------------------------------|
 TR2156| PID    Reference Object                     Distance      Geod. Az  |
 TR2156|                                                           dddmmss.s |
 TR2156| TR2525 SATELLITE 2 1888                    APPROX. 9.6 KM 3442918.5 |
 TR2156|---------------------------------------------------------------------|
 TR2156
 TR2156                          SUPERSEDED SURVEY CONTROL
 TR2156
 TR2156  NAD 83(1986)-  48 56 30.37154(N)    122 49 19.55551(W) AD(       ) 3
 TR2156  NAD 27      -  48 56 30.98700(N)    122 49 14.88300(W) AD(       ) 3
 TR2156
 TR2156.Superseded values are not recommended for survey control.
 TR2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2156.See file dsdata.txt to determine how the superseded data were derived.
 TR2156
 TR2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV1302720998(NAD 83)
 TR2156_MARKER: H = DRILL HOLE
 TR2156_SETTING: 80 = SET IN A BOULDER
 TR2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2156+STABILITY: SURFACE MOTION
 TR2156
 TR2156  HISTORY     - Date     Condition        Report By
 TR2156  HISTORY     - 1858     MONUMENTED       CGS
 TR2156  HISTORY     - 1888     GOOD             CGS
 TR2156  HISTORY     - 1922     GOOD             CGS
 TR2156  HISTORY     - 1940     GOOD             CGS
 TR2156  HISTORY     - 1949     GOOD             CGS
 TR2156  HISTORY     - 1959     GOOD             CGS
 TR2156  HISTORY     - 1960     GOOD             CGS
 TR2156  HISTORY     - 1962     GOOD             CGS
 TR2156  HISTORY     - 1975     GOOD             NGS
 TR2156  HISTORY     - 1987     GOOD             USPSQD
 TR2156
 TR2156                          STATION DESCRIPTION
 TR2156
 TR2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1858 (JSL)
 TR2156'THIS STATION IS ON THE N PART OF BIRCH BAY, ON A LARGE GRANITE
 TR2156'ROCK, 3-1/2 FEET HIGH.  THE INNER CORNER OF ROCK IS 15 FEET BELOW
 TR2156'HIGH-WATER MARK.
 TR2156'
 TR2156'A STATION SELECTED ON THE BLUFF WOULD NOT HAVE BEEN AS SECURE,
 TR2156'AND WOULD HAVE REQUIRED SOME DAYS CUTTING TO CLEAR THE LINES.
 TR2156'
 TR2156'STATION IS MARKED BY A 1/2-INCH HOLE DRILLED 2 INCHES DEEP,
 TR2156'NEAR THE MIDDLE OF THE ROCK AND ON THE NW FACE, IN A HALF-BOWL
 TR2156'SHAPED PART OF IT ARE CUT U.S.C.S., 1858.  THE LETTERS ARE 3-1/2
 TR2156'INCHES HIGH AND THE FIGURES 2-3/4 INCHES.
 TR2156
 TR2156                          STATION RECOVERY (1888)
 TR2156
 TR2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1888 (JJG)
 TR2156'FOUND OLD STATION READILY.  AFTER OCCUPYING IT SET UP NEW POLE.
 TR2156'
 TR2156'POLE IS A 5 BY 5 SCANTLING 16 FEET LONG, ROUNDED.  SUPPORTED BY
 TR2156'3 LONG AND TIE BRACES.  FEET OF BRACES SECURED BY PILES OF
 TR2156'STONES.  POLES AND BRACES WHITEWASHED.
 TR2156
 TR2156                          STATION RECOVERY (1922)
 TR2156
 TR2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (JGH)
 TR2156'STATION IN ALL RESPECTS AS DESCRIBED IN ORIGINAL DESCRIPTION.  THE
 TR2156'BOULDER IN WHICH THE MARK IS PLACED IS LARGE, WEIGHING PROBABLY AS
 TR2156'MUCH AS 3 TONS, AND BEING FIRMLY EMBEDDED IN THE HEAVY GRAVEL OF
 TR2156'THE SHORE, IT IS NOT LIKELY THAT THE SMALL SURF OF THE INLAND BAY
 TR2156'HAS OR WILL MOVE IT.
 TR2156
 TR2156                          STATION RECOVERY (1940)
 TR2156
 TR2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2156'RECOVERED DRILL HOLE AND LETTERS CUT IN THE BOULDER.
 TR2156'
 TR2156'STATION MARK IS A 1/2-INCH DRILL HOLE IN A LARGE LIGHT-COLORED
 TR2156'CONSPICUOUS BOULDER OF GRANITE 3-1/2 FEET HIGH AND ABOUT 15 FEET
 TR2156'LONG.  STATION WAS NOT RE-MARKED.
 TR2156'
 TR2156'IT IS LOCATED AT THE HIGH-WATER LINE AT THE END OF BIRCH POINT
 TR2156'11 NAUTICAL MILES FROM PATOS ISLAND, E SIDE OF GEORGIA STRAIGHT.
 TR2156
 TR2156                          STATION RECOVERY (1949)
 TR2156
 TR2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 TR2156'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY J.S.L. IN
 TR2156'1858.  THE DRILL HOLE AND THE LETTERING ON THE ROCK ARE CLEAR
 TR2156'AND LEGIBLE.
 TR2156'
 TR2156'THE STATION IS 3.0 METERS OUTSIDE THE HIGH-WATER LINE.
 TR2156
 TR2156                          STATION RECOVERY (1959)
 TR2156
 TR2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJT)
 TR2156'RECOVERED STATION AND LETTERS CUT IN BOULDER AS DESCRIBED.  NO
 TR2156'REFERENCE MARKS WERE SET NOR WAS STATION REMARKED.
 TR2156'
 TR2156'TRIANGULATION STATION, BIRCH POINT (G.S. OF C.), 1926, LIES
 TR2156'58.38 METERS TO THE EAST-SOUTHEAST.
 TR2156
 TR2156                          STATION RECOVERY (1960)
 TR2156
 TR2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NET)
 TR2156'RECOVERED STATION DRILL HOLE AND LETTERS CUT IN LARGE CONSPICUOUS
 TR2156'BOULDER, BOTH IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS ARE
 TR2156'ADEQUATE.  STATION WAS NOT REMARKED.
 TR2156
 TR2156                          STATION RECOVERY (1962)
 TR2156
 TR2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 TR2156'NO OBSERVATIONS MADE DURING THIS RECOVERY.
 TR2156'
 TR2156'THE STATION WAS RECOVERED AS DESCRIBED.  DIRECTIONS FOR REACHING
 TR2156'STATION FOLLOW--
 TR2156'
 TR2156'TO REACH THE STATION FROM THE BAY CENTER RESORT AT A Y INTERSECTION
 TR2156'IN THE NORTHERN PART OF BIRCH BAY, TAKE THE BLACKTOP ROAD
 TR2156'NORTHWESTERLY ALONG THE BEACH FOR 0.9 MILE TO A BLACKTOP SIDE
 TR2156'ROAD RIGHT, CONTINUE STRAIGHT AHEAD 1.9 MILES TO A POINT WHERE
 TR2156'THE ROAD TURNS SOUTHERLY AND THE END OF THE BLACKTOP.  TURN
 TR2156'SOUTH AND FOLLOW THE MAIN GRAVEL ROAD 1.0 MILE TO A FORK, TAKE
 TR2156'THE RIGHT FORK, MAIN ROAD, AND GO 0.2 MILE, TURN LEFT AND GO
 TR2156'WEST ON A PRIVATE DRIVEWAY 0.1 MILE TO A CABIN ON THE LEFT AND
 TR2156'THE END OF TRUCK TRAVEL.  WALK AROUND THE SOUTH SIDE OF THE
 TR2156'CABIN AND FOLLOW THE FOOT TRAIL ALONG THE BLUFF TO THE
 TR2156'SOUTH, FOR ABOUT 90 YARDS TO A CLEARING ABOUT 50 YARDS WIDE.
 TR2156'GO DOWN THE WOODEN RAMP IN THE MIDDLE OF THE WEST SIDE OF
 TR2156'THE CLEARING, TO THE BEACH, THEN SOUTHERLY ALONG THE BEACH FOR
 TR2156'ABOUT 100 YARDS TO THE 3-1/2 FOOT HIGH GRANITE ROCK AND THE
 TR2156'STATION.
 TR2156
 TR2156                          STATION RECOVERY (1975)
 TR2156
 TR2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JAY)
 TR2156'RECOVERED AS DESCRIBED.
 TR2156'
 TR2156'79.95 - TO A CURVE TO THE RIGHT AND A POOR ROAD STRAIGHT AHEAD,
 TR2156'CURVE RIGHT AND GO 0.15 MILE.
 TR2156'
 TR2156'79.4 - TO A CURVE TO THE RIGHT AND A DRIVEWAY ON LEFT, PASS
 TR2156'THRU GATE AND FOLLOW DRIVEWAY 0.05 METERS TO LOG HOUSE CLUBHOUSE.
 TR2156'
 TR2156'TO AN OLD SKID ROAD TO THE BEACH AT THE SW CORNER OF A CLEARED
 TR2156'LOT WITH A LARGE MODERN TYPE LOG CABIN AND SMALL TRAILER ON LARGE
 TR2156'LOT, CONTINUE 46 YARDS TO STUMP WITH BLAZE.  FROM NW CORNER OF LOT
 TR2156'WITH CLUBHOUSE, WALK N 75 FEET TO STEPS TO BEACH AND 1958 STATION.
 TR2156
 TR2156                          STATION RECOVERY (1987)
 TR2156
 TR2156'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBT)
 TR2156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2157 ***********************************************************************
 TR2157  DESIGNATION -  BIRCH POINT RESET
 TR2157  PID         -  TR2157
 TR2157  STATE/COUNTY-  WA/WHATCOM
 TR2157  USGS QUAD   -  BIRCH POINT (1994)
 TR2157
 TR2157                         *CURRENT SURVEY CONTROL
 TR2157  ___________________________________________________________________
 TR2157* NAD 83(1991)-  48 56 30.24011(N)    122 49 16.69324(W)     ADJUSTED  
 TR2157* NAVD 88     -        18.76   (+/-2cm)      61.5    (feet)  VERTCON   
 TR2157  ___________________________________________________________________
 TR2157  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 TR2157  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 TR2157
 TR2157  HORZ ORDER  -  FIRST
 TR2157  VERT ORDER  -  THIRD ? (See Below)
 TR2157
 TR2157.The horizontal coordinates were established by classical geodetic methods
 TR2157.and adjusted by the National Geodetic Survey in December 1991..
 TR2157
 TR2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2157.The vertical order pertains to the NGVD 29 superseded value.
 TR2157
 TR2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2157
 TR2157.The geoid height was determined by GEOID03.
 TR2157
 TR2157;                    North         East     Units Scale Factor Converg.
 TR2157;SPC WA N     -   217,780.353   354,376.557   MT  1.00004588   -1 28 48.3
 TR2157;SPC WA N     -   714,501.04  1,162,650.42   sFT  1.00004588   -1 28 48.3
 TR2157;UTM  10      - 5,420,993.975   513,085.537   MT  0.99960210   +0 08 05.1
 TR2157
 TR2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2157!SPC WA N     -   1.00000041  x   1.00004588  =   1.00004629
 TR2157!UTM  10      -   1.00000041  x   0.99960210  =   0.99960251
 TR2157
 TR2157|---------------------------------------------------------------------|
 TR2157| PID    Reference Object                     Distance      Geod. Az  |
 TR2157|                                                           dddmmss.s |
 TR2157| CF7588 BIRCH POINT RM 3                     28.266 METERS 16448     |
 TR2157| TR2008 CONSTITUTION RESET                  APPROX.29.4 KM 1812456.7 |
 TR2157| TR2161 PATOS ISLAND LIGHT                  APPROX.20.2 KM 2130015.1 |
 TR2157| TR2156 BIRCH POINT 1858                     58.386 METERS 27402     |
 TR2157| TR2640 MONUMENT 4                          APPROX.17.1 KM 2931046.6 |
 TR2157| CF7587 BIRCH POINT RM 1                      8.882 METERS 29527     |
 TR2157| CF7586 BIRCH POINT RM                        8.950 METERS 29636     |
 TR2157| CF7589 BIRCH POINT RM 4                     21.423 METERS 30825     |
 TR2157|---------------------------------------------------------------------|
 TR2157
 TR2157                          SUPERSEDED SURVEY CONTROL
 TR2157
 TR2157  NAD 83(1986)-  48 56 30.23851(N)    122 49 16.69346(W) AD(       ) 1
 TR2157  NAD 27      -  48 56 30.83848(N)    122 49 12.07611(W) AD(       ) 1
 TR2157  NGVD 29 (07/19/86)   17.54   (m)           57.5    (f) LEVELING    3  
 TR2157
 TR2157.Superseded values are not recommended for survey control.
 TR2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2157.See file dsdata.txt to determine how the superseded data were derived.
 TR2157
 TR2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV1308620994(NAD 83)
 TR2157_MARKER: DD = SURVEY DISK
 TR2157_SETTING: 0 = UNSPECIFIED SETTING
 TR2157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2157
 TR2157  HISTORY     - Date     Condition        Report By
 TR2157  HISTORY     - 1912     MONUMENTED       GSC
 TR2157  HISTORY     - 1926     GOOD             GSC
 TR2157  HISTORY     - 1934     GOOD             IBC
 TR2157  HISTORY     - 1941     GOOD             CGS
 TR2157  HISTORY     - 1949     GOOD             CGS
 TR2157  HISTORY     - 1959     GOOD             CGS
 TR2157  HISTORY     - 1962     GOOD             CGS
 TR2157  HISTORY     - 1975     GOOD             NGS
 TR2157  HISTORY     - 1977     GOOD             NGS
 TR2157  HISTORY     - 1987     GOOD             USPSQD
 TR2157
 TR2157                          STATION DESCRIPTION
 TR2157
 TR2157'DESCRIBED BY GEODETIC SURVEY OF CANADA 1912
 TR2157'ABOUT 5 MILES SOUTH OF BLAINE, WASHINGTON, ON THE HIGH BLUFF AT THE
 TR2157'WESTERN EXTREMITY OF BIRCH POINT.
 TR2157'
 TR2157'STATION MARK--A COPPER BOLT 3/4 BY 4 INCHES SET IN A SMALL GRANITE
 TR2157'BOULDER 15 INCHES BELOW THE SURFACE OF THE GROUND.  IN 1926 A STANDARD
 TR2157'USC AND GS BRONZE - DISK STATION MARK WAS SET IN CONCRETE OVER THE
 TR2157'COPPER BOLT.  THE REFERENCE MARK IS THE OLD USC AND GS STATION
 TR2157'---BIRCH POINT---OF 1858.  IT IS MARKED BY A 1/2 - INCH DRILL HOLE 2
 TR2157'INCHES DEEP IN THE TOP OF A BOULDER ABOUT 12 BY 15 FEET IN SIZE WHICH
 TR2157'IS DEEPLY EMBEDDED IN THE BEACH GRAVEL AND RISES ABOUT 4 FEET ABOVE
 TR2157'THE BEACH LEVEL.  THE LETTERS AND FIGURES---U.S.C.S. 1858---ARE CUT
 TR2157'IN THE ROCK NEAR THE DRILL HOLE.  THE REFERENCE MARK IS AT THE FOOT
 TR2157'OF THE BLUFF, 58.38 METERS FROM THE STATION, IN BEARING 94 DEGREES
 TR2157'02 MINUTES 14 SECONDS.
 TR2157
 TR2157                          STATION RECOVERY (1926)
 TR2157
 TR2157'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1926 (PCD)
 TR2157'THIS STATION IS SITUATED AT THE TOP OF THE BLUFF AT THE WESTERN
 TR2157'EXTREMITY OF BIRCH POINT IN THE STATE OF WASHINGTON, ABOUT 5 MILES
 TR2157'S OF THE TOWN OF BLAINE, WASHINGTON.
 TR2157'
 TR2157'THE U.S.C. AND G.S. MARK ON THE BEACH WAS FOUND BUT NOT USED.
 TR2157'
 TR2157'A STANDARD DISK WAS SET OVER THE OLD MARK.  THE OLD MARK NOW
 TR2157'BEING THE UNDERGROUND MARK.
 TR2157'
 TR2157'LINES WERE CLEARED TO THE NECESSARY STATIONS.
 TR2157'
 TR2157'A 30-FOOT TOWER WAS ERECTED OVER MARK.
 TR2157
 TR2157                          STATION RECOVERY (1934)
 TR2157
 TR2157'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1934
 TR2157'ABOUT 5 MILES S OF BLAINE, WASHINGTON, ON THE HIGH BLUFF AT THE
 TR2157'WESTERN EXTREMITY OF BIRCH POINT.
 TR2157'
 TR2157'STATION MARK IS A COPPER BOLT 3/4 BY 4 INCHES SET IN A SMALL
 TR2157'GRANITE BOULDER 15 INCHES BELOW THE SURFACE OF THE GROUND.  IN
 TR2157'1926 A STANDARD U.S.C. AND G.S. BRONZE DISK WAS SET IN CONCRETE
 TR2157'OVER THE COPPER BOLT.  THE REFERENCE MARK IS THE OLD U.S.C. AND
 TR2157'G.S. STATION BIRCH POINT OF 1858.  IT IS MARKED BY A 1/2-INCH
 TR2157'DRILL HOLE 2 INCHES DEEP IN THE TOP OF A BOULDER ABOUT 12 BY 15
 TR2157'FEET IN SIZE WHICH IS DEEPLY EMBEDDED IN THE BEACH GRAVEL AND
 TR2157'RISES ABOUT 4 FEET ABOVE THE BEACH LEVEL.  THE LETTERS AND
 TR2157'FIGURES U.S.C.S. 1858 ARE CUT IN THE ROCK NEAR THE DRILL HOLE.
 TR2157'THE REFERENCE MARK IS AT THE FOOT OF THE BLUFF, 58.38
 TR2157'METERS FROM THE STATION, N 85 DEG 58 MIN W.
 TR2157
 TR2157                          STATION RECOVERY (1941)
 TR2157
 TR2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS)
 TR2157'THIS STATION WAS ESTABLISHED BY THE GEODETIC SURVEY OF CANADA IN
 TR2157'1912.
 TR2157'
 TR2157'STATION IS MARKED BY A COPPER BOLT IN A SMALL GRANITE BOULDER
 TR2157'ABOUT 15 INCHES BELOW THE SURFACE OF THE GROUND.  IN 1926 THE
 TR2157'U.S.C. AND G.S. RECOVERED THE STATION AND SET A STANDARD STATION
 TR2157'DISK OVER THE BOLT.
 TR2157'
 TR2157'THE INTERNATIONAL BOUNDARY COMMISSION RECOVERED THE STATION IN
 TR2157'1934, AND IT IS FROM THAT DESCRIPTION THAT THE ABOVE INFORMATION
 TR2157'IS OBTAINED.  THE STATION MARK AND ONE REFERENCE MARK, NOT
 TR2157'MENTIONED IN PREVIOUS DESCRIPTION WERE RECOVERED IN GOOD
 TR2157'CONDITION.
 TR2157'
 TR2157'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 20 MILES NW OF
 TR2157'BELLINGHAM, 5 MILES SSW OF BLAINE AND 4 MILES S OF THE INTERNATIONAL
 TR2157'BOUNDARY, ON THE S END OF BIRCH POINT.  THE BLUFF HERE IS ABOUT
 TR2157'75 FEET HIGH.  IT IS ABOUT 25 FEET E OF THE TOP OF THE BLUFF,
 TR2157'32.5 FEET SE OF A LARGE FIR TREE WITH A LARGE TRIANGULAR BLAZE,
 TR2157'AND 3.5 FEET SW OF A WHITE WITNESS POST.  THREE TALL FIR TREES
 TR2157'STAND JUST S OF THE STATION.
 TR2157'
 TR2157'STATION IS MARKED BY A STANDARD DISK STAMPED BIRCH PT. GSC 1912
 TR2157'U S C AND G S 1926, SET IN A 8- BY 12-INCH GRANITE POST THAT IS
 TR2157'FLUSH WITH THE GROUND.
 TR2157'
 TR2157'REFERENCE MARK NO.1 IS A STANDARD DISK, SET IN AN OUTCROPPING
 TR2157'BOULDER, STAMPED BIRCH POINT GSC 1912 U S C AND G S 1926.
 TR2157'
 TR2157'REFERENCE MARK NO.3 IS A STANDARD DISK SET IN TOP OF A 12-INCH
 TR2157'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 TR2157'GROUND.  IT IS STAMPED BIRCH POINT NO.3 1941.
 TR2157'
 TR2157'REFERENCE MARK NO.4 IS A STANDARD REFERENCE DISK SET IN TOP OF
 TR2157'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 TR2157'THE GROUND.  IT IS STAMPED BIRCH POINT NO.4 1941.
 TR2157'
 TR2157'NO PRACTICAL LOCATION FOR AN AZIMUTH MARK WAS AVAILABLE, DUE TO
 TR2157'THE THICK GROWTH OF TREES AND BRUSH.
 TR2157'
 TR2157'TO REACH THE STATION FROM BIRCH BAY RESORT, GO N ON THE MAIN
 TR2157'HIGHWAY ALONG THE E SIDE OF THE BAY 01.1 MILES.  TAKE LEFT FORK
 TR2157'FROM BAY CENTER RESORT AND GO NW 0.9 MILE TO END OF PAVEMENT AND
 TR2157'T-ROAD RIGHT.  KEEP STRAIGHT AHEAD HERE 0.4 MILE, TAKE RIGHT FORK
 TR2157'NW UP AROUND THE EDGE OF THE BLUFFS AND OVER THE CUT-OVER RIDGE
 TR2157'02.5 MILES TO A SMALL HOUSE ON THE LEFT AND SIGN ZWEEGMAN.  TURN
 TR2157'LEFT THROUGH A GATE PASSING W ACROSS THE YARD ABOUT 100 YARDS
 TR2157'TO THE W END OF THE YARD AT THE BLUFFS WHERE AN OLD SKID ROAD
 TR2157'RUNS DOWN TO THE BEACH.  THE STATION IS ABOUT 50 YARDS S OF
 TR2157'THIS SKID ROAD.
 TR2157'
 TR2157'A 103-FOOT TOWER USED.  TREES ABOUT 130 FEET HIGH ARE S OF THE
 TR2157'STATION, AND VISIBILITY TO THE N IS LIMITED BY A LOW RIDGE.
 TR2157
 TR2157                          STATION RECOVERY (1949)
 TR2157
 TR2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 TR2157'STATION AND REFERENCE MARKS 1, 3, AND 4 WERE RECOVERED IN GOOD
 TR2157'CONDITION AS DESCRIBED BY J.C.S. IN 1941 WITH THE FOLLOWING
 TR2157'EXCEPTIONS--
 TR2157'
 TR2157'1.  THE STATION IS 3.5 FEET NW OF A WHITE WITNESS POST INSTEAD
 TR2157'OF SW.
 TR2157'
 TR2157'2.  THE DISKS AT THE STATION AND AT REFERENCE MARK 1 ARE STAMPED
 TR2157'BIRCH POINT G S C 1912 USC AND GS 1926 INSTEAD OF BIRCH POINT G
 TR2157'S OF C 1912 USC AND GS 1926.
 TR2157
 TR2157                          STATION RECOVERY (1959)
 TR2157
 TR2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJT)
 TR2157'STATION WAS RECOVERED AFTER AN EXTENSIVE SEARCH IN EXCELLENT
 TR2157'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 TR2157'
 TR2157'STATION IS LOCATED BY AIR DISTANCES ABOUT 20 MILES NORTHWEST OF
 TR2157'BELLINGHAM, 5 MILES SOUTH SOUTHWEST OF BLAINE AND 4 MILES SOUTH
 TR2157'OF THE INTERNATIONAL BOUNDARY ON THE WEST END OF BIRCH POINT.  THE
 TR2157'BLUFF HERE IS 75 FEET HIGH.  IT IS ABOUT 25 FEET EAST OF THE TOP
 TR2157'OF THE BLUFF, 32-1/2 FEET SOUTHEAST OF A LARGE FIR TREE AND ABOUT
 TR2157'20 FEET EAST OF A PATHWAY.
 TR2157'
 TR2157'STATION IS MARKED BY A STANDARD BRONZE DISK STAMPED BIRCH PT. GSC
 TR2157'1912 U S C AND G S 1926, SET IN A 8 BY 12 INCH GRANITE POST THAT
 TR2157'IS FLUSH WITH THE GROUND.  A THICK GROWTH OF TREES AND BUSHES
 TR2157'SURROUND THE STATION.
 TR2157'
 TR2157'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A ROCK
 TR2157'OUTCROP, STAMPED BIRCH POINT GSC 1912 USC AND GS 1926.
 TR2157'
 TR2157'REFERENCE MARK NO. 3 IS A STANDARD BRONZE DISK SET IN TOP OF A
 TR2157'12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 TR2157'THE GROUND.  IT IS STAMPED, BIRCH POINT NO. 3 1941.
 TR2157'
 TR2157'REFERENCE MARK NO. 4 WAS NOT RECOVERED.
 TR2157'
 TR2157'TO REACH THE STATION FROM BIRCH BAY RESORT, GO NORTH ON THE MAIN
 TR2157'HIGHWAY, ALONG THE EAST SIDE OF THE BAY, TAKING THE LEFT FORK AT
 TR2157'BAY CENTER RESORT, AND PROCEED NORTHWEST UNTIL A DEAD-END ROAD
 TR2157'LEADS LEFT OUT ALONG NORTH SHORE OF THE BAY.  GO RIGHT HERE, 1.4
 TR2157'MILES WHEN END OF PAVEMENT IS REACHED.  THENCE CONTINUE, ALONG
 TR2157'WINDING, GRAVEL ROAD, 1.1 MILES FURTHER TO AN OLD, WOODEN GATE
 TR2157'ON LEFT.
 TR2157'PASS THROUGH GATE, WESTERLY ACROSS AN APPARENTLY ABANDONED
 TR2157'YARD, BETWEEN TWO ABANDONED DWELLINGS, ABOUT 100 YARDS TO THE
 TR2157'TOP OF THE BLUFF WHERE AN OVERGROWN WOOD ROAD LEADS SOUTH ALONG
 TR2157'TOP OF BLUFFS.  THE STATION IS ABOUT 50 YARDS SOUTH ALONG THIS
 TR2157'ROAD.  REFERENCE MARK NO. 1 IS 40 YARDS SOUTH IN SAID ROAD AND
 TR2157'REFERENCE MARK NO. 3 IS ABOUT 50 YARDS FURTHER ON RIGHT SIDE.
 TR2157'
 TR2157'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE NOT VERIFIED.
 TR2157
 TR2157                          STATION RECOVERY (1962)
 TR2157
 TR2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 TR2157'NO OBSERVATIONS MADE DURING THIS RECOVERY.
 TR2157'
 TR2157'THE STATION MARK AND THE THREE REFERENCE MARKS WERE RECOVERED
 TR2157'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 TR2157'
 TR2157'THE STATION IS ABOUT 5 MILES SOUTH OF BLAINE, ON THE HIGH BLUFF
 TR2157'AT THE WESTERN EXTREMITY OF BIRCH POINT.  THE AREA IS HEAVILY
 TR2157'TIMBERED.
 TR2157'
 TR2157'TO REACH THE STATION FROM THE BAY CENTER RESORT AT A Y INTERSECTION
 TR2157'IN THE NORTHERN PART OF BIRCH BAY, TAKE THE BLACKTOP ROAD
 TR2157'NORTHWESTERLY ALONG THE BEACH FOR 0.9 MILE TO A BLACKTOP SIDE
 TR2157'ROAD RIGHT, CONTINUE STRAIGHT AHEAD 1.9 MILES TO A POINT WHERE
 TR2157'THE ROAD TURNS SOUTHERLY AND THE END OF THE BLACKTOP.  TURN
 TR2157'SOUTH AND FOLLOW THE MAIN GRAVEL ROAD 1.0 MILE TO A FORK, TAKE
 TR2157'THE RIGHT FORK, MAIN ROAD, AND GO 0.2 MILE, TURN LEFT AND GO
 TR2157'WEST ON A PRIVATE DRIVEWAY 0.1 MILE TO A CABIN ON THE LEFT AND
 TR2157'THE END OF TRUCK TRAVEL.  WALK AROUND SOUTH SIDE OF THE
 TR2157'CABIN TO THE BLUFF AND FOLLOW FOOT TRAIL SOUTHERLY ALONG THE
 TR2157'BLUFF ABOUT 90 YARDS TO A CLEARING WHICH IS ACTUALLY SOMEONES
 TR2157'YARD (COULD DRIVE IN HERE IF THE GATE ISNT LOCKED), GO ABOUT 50
 TR2157'YARDS ACROSS CLEARING TO THE SOUTHWEST CORNER AND FOLLOW FOOT
 TR2157'TRAIL ALONG BLUFF ABOUT 30 YARDS TO AN OLD SKID ROAD WITH
 TR2157'METAL TRACKS, CONTINUE SOUTHERLY ALONG BLUFF ON THE FOOT TRAIL
 TR2157'FOR 46 YARDS TO A LARGE FIR TREE WITH A TRIANGLE BLAZE ON THE
 TR2157'RIGHT AND THE STATION 32.5 FEET EAST OF THE TREE.  THIS IS A
 TR2157'LARGE BLAZE, CUT YEARS AGO, BUT PLAINLY VISIBLE.  THIS
 TR2157'PROPERTY IS OWNED BY LOUIS ZWEEGMAN OF LYNDEN, WASHINGTON.
 TR2157'
 TR2157'THE STATION MARK, STAMPED BIRCH PT GSC 1912 USC AND GS 1926, IS
 TR2157'A STANDARD DISK SET IN AN 8-INCH BY 12-INCH POST FLUSH WITH THE
 TR2157'GROUND.  IT IS 40 FEET EAST-NORTHEAST OF THE EDGE OF THE BLUFF,
 TR2157'18 FEET EAST-NORTHEAST OF THE FOOT TRAIL WHICH PARALLELS THE
 TR2157'BLUFF AND 3 FEET EAST OF A METAL WITNESS POST WHICH IS ON LINE
 TR2157'BETWEEN THE STATION MARK AND THE BLAZED TREE.
 TR2157'
 TR2157'REFERENCE MARK NO. 1, STAMPED BIRCH POINT GSC 1912 USC AND GS
 TR2157'1926, IS A STANDARD DISK SET IN AN 18-INCH BOULDER WHICH PROJECTS
 TR2157'4 INCHES.  IT IS 14-1/2 FEET NORTH-NORTHEAST OF THE LARGE TRIANGLE
 TR2157'BLAZE ON THE LARGE FIR TREE AND ON THE WEST EDGE OF THE FOOT TRAIL
 TR2157'ALONG THE BLUFF.
 TR2157'
 TR2157'REFERENCE MARK NO. 2 IS NOT MENTIONED IN THE 1941 DESCRIPTION.  TWO
 TR2157'NEW REFERENCE MARKS NUMBERED 3 AND 4 WERE SET IN 1941.  THE NUMBERS
 TR2157'3 AND 4 WERE PROBABLY USED BECAUSE THE 1934 DESCRIPTION SAYS THE
 TR2157'REFERENCE MARK IS THE OLD U.S.C. AND G.S. STATION BIRCH POINT OF
 TR2157'1858, SO THIS STATION SERVES AS REFERENCE MARK NO. 2.  SEE 1962
 TR2157'RECOVERY NOTE OF BIRCH POINT 1858.
 TR2157'
 TR2157'REFERENCE MARK NO. 3, STAMPED BIRCH POINT NO 3 1941, IS A STANDARD
 TR2157'DISK SET IN A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 6
 TR2157'INCHES.  IT IS 10.5 FEET EAST OF A SMALL TRIANGLE BLAZE ON A
 TR2157'2-FOOT HEMLOCK TREE AT THE EDGE OF THE BLUFF AND ON THE WEST SIDE
 TR2157'OF THE FOOT TRAIL THAT PARALLELS THE BLUFF.
 TR2157'
 TR2157'REFERENCE MARK NO. 4, STAMPED BIRCH POINT NO 4 1941, IS A STANDARD
 TR2157'DISK SET IN A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 TR2157'INCHES.  IT IS 6 FEET NORTHEAST OF A 16-INCH CEDAR TREE AT A
 TR2157'POINT WHERE THE GROUND STARTS SLOPING AT ABOUT A 20 DEGREE ANGLE
 TR2157'TOWARD THE BLUFF.
 TR2157'
 TR2157'NO AZIMUTH MARK HAS BEEN ESTABLISHED FOR THIS STATION.
 TR2157
 TR2157                          STATION RECOVERY (1975)
 TR2157
 TR2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JAY)
 TR2157'RECOVERED AS DESCRIBED
 TR2157'
 TR2157'R.M.S NOT RECOVERED.
 TR2157'
 TR2157'MOST MARKED TREES ARE GONE.  LARGE FIR WITH OLD TRIANGULAR
 TR2157'BLAZE ON SE SIDE HAS BROKEN OFF LEAVING A 16-FOOT HIGH 5 FOOT
 TR2157'DIAMETER STUMP.  TREE AT R.M. 4 HAS BLOWN DOWN.  TREE AT R.M. 3
 TR2157'NOT FOUND.
 TR2157'
 TR2157'A SMALL DRAINAGE DITCH HAS BEEN DUG 6 FEET SOUTH OF R.M. 4 AND
 TR2157'MARK IS 10.8 FEET WNW OF W END OF 3 INCH PIPE UNDER THE
 TR2157'TRAIL.  STATION IS ABOUT 85 YARDS SOUTH OF THE MODERN LOG CABIN.  A
 TR2157'M.W.P. WAS SET 1 FOOT SE OF TRIANGULATION MARK AND 1 FOOT N OF
 TR2157'R.M. 4.  MWMP IS STILL 3 FEET WEST OF STATION MARK.
 TR2157
 TR2157                          STATION RECOVERY (1977)
 TR2157
 TR2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 TR2157'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1962 WITH THE
 TR2157'FOLLOWING EXCEPTIONS--MOST OF THE MARKED TREES ARE GONE.  THE LARGE
 TR2157'FIR WITH THE OLD TRIANGLE BLAZE ON THE SE SIDE HAS BROKEN OFF
 TR2157'LEAVING A 16-FOOT HIGH, 5-FOOT DIAMETER STUMP.  A SMALL DRAINAGE
 TR2157'DITCH HAS BEEN DUG 6 FEET SOUTH OF R.M. 4 AND THE MARK IS 10.8
 TR2157'FEET WEST-NORTHWEST OF THE WEST END OF A 3-INCH PIPE UNDER THE
 TR2157'TRAIL.  TWO NEW METAL WITNESS POSTS WERE SET, ONE 1 FOOT
 TR2157'SOUTHEAST OF THE STATION MARK AND ONE 1 FOOT NORTH OF R.M. 4.
 TR2157'
 TR2157'TO REACH FROM THE TRIANGLE RESORT IN THE Y INTERSECTION IN THE
 TR2157'NORTHERN PART OF BIRCH BAY, FOLLOW THE BLACKTOP ROAD NORTHWESTERLY
 TR2157'ALONG THE WATER FOR 0.9 MILE TO A BLACKTOP ROAD RIGHT, CONTINUE
 TR2157'WESTERLY 0.35 MILE TO THE MAIN ENTRANCE TO BIRCH BAY VILLAGE ON
 TR2157'THE LEFT.  CONTINUE STRAIGHT AHEAD, FOLLOWING THE BLACKTOP ROAD
 TR2157'WESTERLY 1.4 MILES, SOUTH 0.25 MILE, WEST 0.7 MILE TO A ROAD
 TR2157'STRAIGHT AHEAD AND A CURVE TO THE RIGHT, CONTINUE AROUND CURVE
 TR2157'0.1 MILE TO A GATE AND DRIVEWAY ON LEFT AT A CURVE TO THE
 TR2157'RIGHT.  THIS DRIVEWAY LEADS TO A MODERN-TYPE LOG CABIN WHICH
 TR2157'SERVES AS A CLUBHOUSE AND THE STATION IS ABOUT 75 YARDS
 TR2157'SOUTH ALONG THE TRAIL ALONG THE BLUFF FROM THE CLUBHOUSE.  IF GATE
 TR2157'IS LOCKED, NEXT DRIVEWAY NORTH CAN BE USED.
 TR2157'
 TR2157'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR2157'5 MILES SSW OF BLAIN.
 TR2157
 TR2157                          STATION RECOVERY (1987)
 TR2157
 TR2157'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBT)
 TR2157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1790 ***********************************************************************
 TR1790  DESIGNATION -  BIRD
 TR1790  PID         -  TR1790
 TR1790  STATE/COUNTY-  WA/SAN JUAN
 TR1790  USGS QUAD   -  RICHARDSON (1977)
 TR1790
 TR1790                         *CURRENT SURVEY CONTROL
 TR1790  ___________________________________________________________________
 TR1790* NAD 83(1991)-  48 25 36.84039(N)    122 53 25.51289(W)     ADJUSTED  
 TR1790* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1790  ___________________________________________________________________
 TR1790  LAPLACE CORR-          -7.65  (seconds)                    DEFLEC99
 TR1790  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 TR1790
 TR1790  HORZ ORDER  -  SECOND
 TR1790
 TR1790.The horizontal coordinates were established by classical geodetic methods
 TR1790.and adjusted by the National Geodetic Survey in December 1991..
 TR1790
 TR1790.The orthometric height was scaled from a topographic map.
 TR1790
 TR1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1790
 TR1790.The geoid height was determined by GEOID03.
 TR1790
 TR1790;                    North         East     Units Scale Factor Converg.
 TR1790;SPC WA N     -   160,682.859   347,784.629   MT  0.99995678   -1 31 53.6
 TR1790;SPC WA N     -   527,173.68  1,141,023.40   sFT  0.99995678   -1 31 53.6
 TR1790;UTM  10      - 5,363,755.968   508,106.491   MT  0.99960081   +0 04 55.1
 TR1790
 TR1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1790!SPC WA N     -   1.00000305  x   0.99995678  =   0.99995983
 TR1790!UTM  10      -   1.00000305  x   0.99960081  =   0.99960386
 TR1790
 TR1790|---------------------------------------------------------------------|
 TR1790| PID    Reference Object                     Distance      Geod. Az  |
 TR1790|                                                           dddmmss.s |
 TR1790| CF7591 BIRD RM 2                            14.967 METERS 06511     |
 TR1790| TR1789 JEN                                 APPROX. 0.6 KM 1903103.2 |
 TR1790| TR1788 ICEBERG POINT LIGHT                 APPROX. 0.6 KM 2074938.3 |
 TR1790| TR1793 HALL                                APPROX. 1.8 KM 2992831.9 |
 TR1790| CF7590 BIRD RM 1                            16.394 METERS 35710     |
 TR1790|---------------------------------------------------------------------|
 TR1790
 TR1790                          SUPERSEDED SURVEY CONTROL
 TR1790
 TR1790  NAD 83(1986)-  48 25 36.84094(N)    122 53 25.51767(W) AD(       ) 2
 TR1790  NAD 27      -  48 25 37.48500(N)    122 53 20.87200(W) AD(       ) 2
 TR1790
 TR1790.Superseded values are not recommended for survey control.
 TR1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1790.See file dsdata.txt to determine how the superseded data were derived.
 TR1790
 TR1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0810663756(NAD 83)
 TR1790_MARKER: Z = SEE DESCRIPTION
 TR1790_SETTING: 0 = UNSPECIFIED SETTING
 TR1790
 TR1790  HISTORY     - Date     Condition        Report By
 TR1790  HISTORY     - 1940     MONUMENTED       CGS
 TR1790
 TR1790                          STATION DESCRIPTION
 TR1790
 TR1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR1790'AT THE S END OF LOPEZ ISLAND, ABOUT 1/2 MILE NNE OF ICEBERG POINT,
 TR1790'ON THE SW END OF ICEBERG ISLAND.  THIS ISLAND IS REALLY TWO ISLANDS
 TR1790'AT HIGH TIDE.  STATION IS ON THE WESTERLY ISLAND.  STATION SETS
 TR1790'ON THE LOW (JUST ABOVE MEAN-HIGH WATER) FLAT ROCK.
 TR1790'
 TR1790'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 TR1790'DRILL HOLES IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1359 ***********************************************************************
 SB1359  DESIGNATION -  BIRD
 SB1359  PID         -  SB1359
 SB1359  STATE/COUNTY-  WA/SKAMANIA
 SB1359  USGS QUAD   -  LONE BUTTE (1965)
 SB1359
 SB1359                         *CURRENT SURVEY CONTROL
 SB1359  ___________________________________________________________________
 SB1359* NAD 83(1991)-  46 02 21.67534(N)    121 46 52.00598(W)     ADJUSTED  
 SB1359* NAVD 88     -      1740.7    (meters)    5711.     (feet)  VERTCON   
 SB1359  ___________________________________________________________________
 SB1359  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 SB1359  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 SB1359
 SB1359  HORZ ORDER  -  THIRD
 SB1359
 SB1359.The horizontal coordinates were established by classical geodetic methods
 SB1359.and adjusted by the National Geodetic Survey in April 1994..
 SB1359
 SB1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1359
 SB1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1359
 SB1359.The geoid height was determined by GEOID03.
 SB1359
 SB1359;                    North         East     Units Scale Factor Converg.
 SB1359;SPC WA S     -    79,279.483   400,839.519   MT  0.99995966   -0 55 50.1
 SB1359;SPC WA S     -   260,102.77  1,315,087.66   sFT  0.99995966   -0 55 50.1
 SB1359;UTM  10      - 5,099,142.209   594,314.076   MT  0.99970935   +0 52 38.8
 SB1359
 SB1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1359!SPC WA S     -   0.99973034  x   0.99995966  =   0.99969001
 SB1359!UTM  10      -   0.99973034  x   0.99970935  =   0.99943977
 SB1359
 SB1359                          SUPERSEDED SURVEY CONTROL
 SB1359
 SB1359  NGVD 29 (04/13/94) 1739.5    (m)         5707.     (f) VERT ANG       
 SB1359
 SB1359.Superseded values are not recommended for survey control.
 SB1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1359.See file dsdata.txt to determine how the superseded data were derived.
 SB1359
 SB1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9431499142(NAD 83)
 SB1359_MARKER: DD = SURVEY DISK
 SB1359_SETTING: 80 = SET IN A BOULDER
 SB1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1359+STABILITY: SURFACE MOTION
 SB1359
 SB1359  HISTORY     - Date     Condition        Report By
 SB1359  HISTORY     - 1964     MONUMENTED       USGS
 SB1359
 SB1359                          STATION DESCRIPTION
 SB1359
 SB1359'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SB1359'LOCATED ABOUT 20 MI E. OF SWIFT CREEK DAM, 12 MI NW. OF TROUT
 SB1359'LAKE, 1 MI SW. OF CULTUS CREEK GUARD STATION.  ON HIGHEST TOP OF
 SB1359'BIRD MOUNTAIN.
 SB1359'
 SB1359'REACHED BY HELICOPTER.
 SB1359'
 SB1359'STATION MARK--STANDARD TABLET STAMPED---BIRD 1964---, IN ROCK
 SB1359'PROJECTING ABOUT 0.3 FT.
 SB1359'
 SB1359'RM 1--COPPER NAIL AND WASHER IN ROCK.
 SB1359'
 SB1359'RM 2--COPPER NAIL AND WASHER IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1454 ***********************************************************************
 TR1454  DESIGNATION -  BIRD 1944
 TR1454  PID         -  TR1454
 TR1454  STATE/COUNTY-  WA/ISLAND
 TR1454  USGS QUAD   -  CAMANO (1978)
 TR1454
 TR1454                         *CURRENT SURVEY CONTROL
 TR1454  ___________________________________________________________________
 TR1454* NAD 83(1991)-  48 14 02.50120(N)    122 32 05.34336(W)     ADJUSTED  
 TR1454* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1454  ___________________________________________________________________
 TR1454  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 TR1454  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 TR1454
 TR1454  HORZ ORDER  -  SECOND
 TR1454
 TR1454.The horizontal coordinates were established by classical geodetic methods
 TR1454.and adjusted by the National Geodetic Survey in December 1991..
 TR1454
 TR1454.The orthometric height was scaled from a topographic map.
 TR1454
 TR1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1454
 TR1454.The geoid height was determined by GEOID03.
 TR1454
 TR1454;                    North         East     Units Scale Factor Converg.
 TR1454;SPC WA N     -   138,599.865   373,618.805   MT  0.99994430   -1 16 00.4
 TR1454;SPC WA N     -   454,723.06  1,225,781.03   sFT  0.99994430   -1 16 00.4
 TR1454;UTM  10      - 5,342,416.602   534,543.241   MT  0.99961466   +0 20 49.1
 TR1454
 TR1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1454!SPC WA N     -   1.00000322  x   0.99994430  =   0.99994752
 TR1454!UTM  10      -   1.00000322  x   0.99961466  =   0.99961788
 TR1454
 TR1454:                Primary Azimuth Mark                     Grid Az
 TR1454:SPC WA N     -  ROCKWELL                                 186 05 33.7
 TR1454:UTM  10      -  ROCKWELL                                 184 28 44.2
 TR1454
 TR1454|---------------------------------------------------------------------|
 TR1454| PID    Reference Object                     Distance      Geod. Az  |
 TR1454|                                                           dddmmss.s |
 TR1454| TR1463 ROCKWELL                            APPROX. 2.7 KM 1844933.3 |
 TR1454| TR0465 POLNELL                             APPROX. 4.7 KM 3370737.7 |
 TR1454|---------------------------------------------------------------------|
 TR1454
 TR1454                          SUPERSEDED SURVEY CONTROL
 TR1454
 TR1454  NAD 83(1986)-  48 14 02.50377(N)    122 32 05.34671(W) AD(       ) 2
 TR1454  NAD 27      -  48 14 03.15400(N)    122 32 00.76200(W) AD(       ) 2
 TR1454
 TR1454.Superseded values are not recommended for survey control.
 TR1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1454.See file dsdata.txt to determine how the superseded data were derived.
 TR1454
 TR1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3454342417(NAD 83)
 TR1454_MARKER: Z = SEE DESCRIPTION
 TR1454_SETTING: 0 = UNSPECIFIED SETTING
 TR1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1454
 TR1454  HISTORY     - Date     Condition        Report By
 TR1454  HISTORY     - 1944     MONUMENTED       CGS
 TR1454  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1454
 TR1454                          STATION DESCRIPTION
 TR1454
 TR1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (CP)
 TR1454'STATION IS ON THE NW SHORELINE OF CAMANO ISLAND, DIRECTLY OPPOSITE
 TR1454'THE ENTRANCE TO PENN COVE, ABOUT 1/2 MILE S OF DEMOCK POINT, ON TOP
 TR1454'OF A LARGE BOULDER LYING 30 METERS OUTSIDE HIGH-WATER LINE AND
 TR1454'PROJECTING 6 FEET ABOVE HIGH WATER.  IT IS ABOUT 12 FEET IN
 TR1454'DIAMETER AND THE STATION IS EASILY OCCUPIED.  THERE IS ONLY THE
 TR1454'ONE BOULDER OF ANY SIZE LYING OFF THIS SHORELINE SO THE STATION
 TR1454'WILL BE EASILY FOUND.
 TR1454'
 TR1454'STATION IS MARKED BY A BRONZE STATION DISK CEMENTED INTO THE TOP
 TR1454'SURFACE OF THE BOULDER, DISK IS STAMPED BIRD 1944.
 TR1454'
 TR1454'NO REFERENCE MARKS WERE SET.
 TR1454
 TR1454                          STATION RECOVERY (1960)
 TR1454
 TR1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1454'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 TR1454'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0998 ***********************************************************************
 SB0998  DESIGNATION -  BIRD CREEK
 SB0998  PID         -  SB0998
 SB0998  STATE/COUNTY-  WA/KLICKITAT
 SB0998  USGS QUAD   -  GLENWOOD (1970)
 SB0998
 SB0998                         *CURRENT SURVEY CONTROL
 SB0998  ___________________________________________________________________
 SB0998* NAD 83(1991)-  46 02 40.60022(N)    121 18 36.83737(W)     ADJUSTED  
 SB0998* NAVD 88     -       639.4    (meters)    2098.     (feet)  VERTCON   
 SB0998  ___________________________________________________________________
 SB0998  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 SB0998  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 SB0998
 SB0998  HORZ ORDER  -  SECOND
 SB0998
 SB0998.The horizontal coordinates were established by classical geodetic methods
 SB0998.and adjusted by the National Geodetic Survey in December 1991..
 SB0998
 SB0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB0998
 SB0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0998
 SB0998.The geoid height was determined by GEOID03.
 SB0998
 SB0998;                    North         East     Units Scale Factor Converg.
 SB0998;SPC WA S     -    79,380.560   437,290.856   MT  0.99995880   -0 35 18.8
 SB0998;SPC WA S     -   260,434.39  1,434,678.42   sFT  0.99995880   -0 35 18.8
 SB0998;UTM  10      - 5,100,392.135   630,736.742   MT  0.99981012   +1 12 59.8
 SB0998
 SB0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0998!SPC WA S     -   0.99990296  x   0.99995880  =   0.99986176
 SB0998!UTM  10      -   0.99990296  x   0.99981012  =   0.99971309
 SB0998
 SB0998|---------------------------------------------------------------------|
 SB0998| PID    Reference Object                     Distance      Geod. Az  |
 SB0998|                                                           dddmmss.s |
 SB0998| CF4136 BIRD CREEK RM 1                       6.997 METERS 04800     |
 SB0998| CF4137 BIRD CREEK RM 2                       6.409 METERS 12600     |
 SB0998| RC2193 DIAMOND GAP                         APPROX.14.6 KM 1893332.8 |
 SB0998|---------------------------------------------------------------------|
 SB0998
 SB0998                          SUPERSEDED SURVEY CONTROL
 SB0998
 SB0998  NAD 83(1991)-  46 02 40.60560(N)    121 18 36.83839(W) AD(       ) 2
 SB0998  NAD 83(1986)-  46 02 40.61983(N)    121 18 36.82721(W) AD(       ) 2
 SB0998  NAD 27      -  46 02 41.17600(N)    121 18 32.54000(W) AD(       ) 2
 SB0998  NGVD 29 (07/19/86)  638.3    (m)         2094.     (f) VERT ANG       
 SB0998
 SB0998.Superseded values are not recommended for survey control.
 SB0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0998.See file dsdata.txt to determine how the superseded data were derived.
 SB0998
 SB0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS3073700392(NAD 83)
 SB0998_MARKER: DS = TRIANGULATION STATION DISK
 SB0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0998
 SB0998  HISTORY     - Date     Condition        Report By
 SB0998  HISTORY     - 1947     MONUMENTED       CGS
 SB0998
 SB0998                          STATION DESCRIPTION
 SB0998
 SB0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SB0998'THE STATION IS LOCATED ON THE EAST SIDE OF THE ROAD WHICH RUNS
 SB0998'BETWEEN GLENWOOD AND BIRD CREEK AND ABOUT 10 FEET SOUTH OF THE
 SB0998'KLICKITAT AND YAKIMA COUNTY LINE.  THE STATION IS ABOUT 2 MILES
 SB0998'NORTH NORTHWEST OF GLENWOOD, ABOUT 0.2 MILE NORTH OF A POINT WHERE
 SB0998'THE ROAD CROSSES OVER AN IRRIGATION DITCH AND 21.3 FEET EAST OF
 SB0998'THE CENTER OF A GRADED ROAD.
 SB0998'
 SB0998'TO REACH FROM POST OFFICE IN GLENWOOD.  GO WEST, ON THE PAVED
 SB0998'ROAD TOWARD DRAPER SPRINGS, FOR 0.2 MILE.  TURN RIGHT, ONTO A
 SB0998'GRADED ROAD, AS PER SIGN BIRD CREEK, AND GO NORTH FOR 1.0
 SB0998'MILE.  CONTINUE STRAIGHT AHEAD, ON THE LEFT HAND FORK, AND
 SB0998'CONTINUE NORTH FOR 0.15 MILE.  CROSS OVER THE RAILROAD TRACKS AND
 SB0998'CONTINUE NORTHERLY ON THE MAIN TRAVELED ROAD FOR 0.6 MILE.  TAKE
 SB0998'THE LEFT HAND FORK AND GO NORTHERLY FOR 0.3 MILE TO THE STATION
 SB0998'ON THE EAST SIDE OF THE ROAD.
 SB0998'
 SB0998'THE STATION IS A STANDARD DISK, STAMPED BIRD CR 1947, SET IN THE
 SB0998'TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 2 INCHES.
 SB0998'
 SB0998'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BIRD CR NO 1
 SB0998'1947, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 SB0998'1 INCH.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS THE STATION
 SB0998'AND IS 46.7 FEET EAST OF THE CENTER OF A GRADED ROAD.
 SB0998'
 SB0998'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BIRD CR NO 2
 SB0998'1947, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 SB0998'1 INCH.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS THE STATION
 SB0998'AND IS 27.1 FEET EAST OF THE CENTER OF A GRADED ROAD.
 SB0998'
 SB0998'SUBSTITUTE STATION 68 V 70-A IS THE CENTER AND BASE OF LONE PINE
 SB0998'TREE.  IT IS 0.04 METERS BELOW THE STATION.
 SB0998'
 SB0998'SUBSTITUTE STATION 68 V 70-B IS THE CENTER AND BASE OF A LONE PINE
 SB0998'TREE.  IT IS 0.11 METERS BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1763 ***********************************************************************
 TR1763  DESIGNATION -  BIRD ROCKS 2 RESET
 TR1763  PID         -  TR1763
 TR1763  STATE/COUNTY-  WA/SAN JUAN
 TR1763  USGS QUAD   -  LOPEZ PASS (1973)
 TR1763
 TR1763                         *CURRENT SURVEY CONTROL
 TR1763  ___________________________________________________________________
 TR1763* NAD 83(1991)-  48 29 05.30857(N)    122 45 44.90381(W)     ADJUSTED  
 TR1763* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1763  ___________________________________________________________________
 TR1763  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 TR1763  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 TR1763
 TR1763  HORZ ORDER  -  SECOND
 TR1763
 TR1763.The horizontal coordinates were established by classical geodetic methods
 TR1763.and adjusted by the National Geodetic Survey in December 1991..
 TR1763
 TR1763.The orthometric height was scaled from a topographic map.
 TR1763
 TR1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1763
 TR1763.The geoid height was determined by GEOID03.
 TR1763
 TR1763;                    North         East     Units Scale Factor Converg.
 TR1763;SPC WA N     -   166,874.677   357,411.488   MT  0.99996274   -1 26 10.6
 TR1763;SPC WA N     -   547,488.00  1,172,607.52   sFT  0.99996274   -1 26 10.6
 TR1763;UTM  10      - 5,370,214.138   517,551.775   MT  0.99960378   +0 10 40.3
 TR1763
 TR1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1763!SPC WA N     -   1.00000309  x   0.99996274  =   0.99996583
 TR1763!UTM  10      -   1.00000309  x   0.99960378  =   0.99960687
 TR1763
 TR1763|---------------------------------------------------------------------|
 TR1763| PID    Reference Object                     Distance      Geod. Az  |
 TR1763|                                                           dddmmss.s |
 TR1763| CF7593 BIRD ROCKS 2 RM 2                     9.996 METERS 01652     |
 TR1763| TR1753 BELLE ROCK LIGHT                    APPROX. 1.2 KM 0382943.1 |
 TR1763| TR1404 E K WOODS LUMBER CO STACK           APPROX. 5.9 KM 0823023.6 |
 TR1763| TR1417 BURROWS ISLAND LIGHT                APPROX. 3.7 KM 1015419.8 |
 TR1763| TR1762 DAVIDSON ROCK LIGHT                 APPROX. 8.8 KM 2044423.3 |
 TR1763| CF7592 BIRD ROCKS 2 RM 1                     2.339 METERS 25916     |
 TR1763| TR1768 LOPEZ PASS LIGHT                    APPROX. 4.1 KM 2642330.0 |
 TR1763| TR2054 JAM                                 APPROX. 2.8 KM 3493916.7 |
 TR1763|---------------------------------------------------------------------|
 TR1763
 TR1763                          SUPERSEDED SURVEY CONTROL
 TR1763
 TR1763  NAD 83(1986)-  48 29 05.31078(N)    122 45 44.90799(W) AD(       ) 2
 TR1763  NAD 27      -  48 29 05.94500(N)    122 45 40.27100(W) AD(       ) 2
 TR1763
 TR1763.Superseded values are not recommended for survey control.
 TR1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1763.See file dsdata.txt to determine how the superseded data were derived.
 TR1763
 TR1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1755270214(NAD 83)
 TR1763
 TR1763  HISTORY     - Date     Condition        Report By
 TR1763  HISTORY     - 1885     MONUMENTED       CGS
 TR1763  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TR1763  HISTORY     - 1935     SEE DESCRIPTION  CGS
 TR1763  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1763  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1763  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TR1763
 TR1763                          STATION DESCRIPTION
 TR1763
 TR1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (JJG)
 TR1763'THIS SIGNAL IS ON THE SOUTH BIRD ROCK, WHICH IS THE LARGEST AND
 TR1763'HIGHEST OF THE GROUP.  ON THE HIGHEST POINT WAS A LARGE STONE
 TR1763'CAIRN-PROBABLY USED BY THE ADMIRALTY SURVEY.  CAIRN WAS REMOVED,
 TR1763'AND THE STONES USED TO SECURE POLE AND BRACES.
 TR1763'
 TR1763'STATION IS MARKED, ON HIGHEST POINT, BY A 1/2-INCH HOLE DRILLED
 TR1763'1-1/2 INCHES DEEP IN SOLID ROCK.
 TR1763'
 TR1763'POLE IS 3- BY 3-INCH SCANTLING, ROUNDED, AND 18 FEET LONG,
 TR1763'SUPPORTED BY 3 BRACES, POLE AND BRACES ARE WHITEWASHED.
 TR1763
 TR1763                          STATION RECOVERY (1926)
 TR1763
 TR1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR1763'STATION RECOVERED AS DESCRIBED.  RE-MARKED AND REFERENCED WITH
 TR1763'STANDARD BRONZE DISKS.
 TR1763'
 TR1763'REFERENCE MARK NO.1 IS 2.338 METERS DISTANT FROM STATION IN
 TR1763'AZIMUTH 79 DEG 15 MIN 38 SEC.
 TR1763'
 TR1763'REFERENCE MARK NO.2 IS 10.030 METERS DISTANT FROM STATION IN
 TR1763'AZIMUTH 196 DEG 48 MIN 48 SEC.
 TR1763
 TR1763                          STATION RECOVERY (1935)
 TR1763
 TR1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 TR1763'STATION IS LOCATED ON THE HIGHEST PART OF THE HIGHEST AND MOST
 TR1763'SOUTHERLY OF THE GROUP OF BIRD ROCKS, ABOUT 30 FEET ABOVE SEA
 TR1763'LEVEL.  THE STANDARD DISK USED IN RE-MARKING THE STATION IN 1926
 TR1763'WAS RECOVERED IN GOOD CONDITION.
 TR1763'
 TR1763'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS ESTABLISHED
 TR1763'IN 1926 AND WERE RECOVERED IN GOOD CONDITION.  ALL MARKS SET IN
 TR1763'SOLID ROCK.
 TR1763
 TR1763                          STATION RECOVERY (1939)
 TR1763
 TR1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR1763'STATION IS LOCATED IN ROSARIO STRAIT BETWEEN BURROWS AND DECATUR
 TR1763'ISLANDS, ON THE HIGHEST POINT OF MOST SOUTHERLY AND LARGEST OF BIRD
 TR1763'ROCKS.
 TR1763'
 TR1763'REFERENCE MARK NO.1 IS AT SAME ELEVATION AS STATION.
 TR1763'
 TR1763'REFERENCE MARK NO.2 IS ABOUT 3 FEET LOWER THAN STATION.
 TR1763
 TR1763                          STATION RECOVERY (1953)
 TR1763
 TR1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1763'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 TR1763'DESCRIBED IN 1939.  A COMPLETE DESCRIPTION FOLLOWS--
 TR1763'
 TR1763'IN ROSARIO STRAIT BETWEEN DECATUR ISLAND AND BURROWS ISLAND,
 TR1763'AND ON THE TOP OF THE HIGHEST AND MOST S OF BIRD ROCKS.  A STANDARD
 TR1763'DISK, UNSTAMPED AND CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE
 TR1763'OF THE ROCK.
 TR1763'
 TR1763'REFERENCE MARK 1 IS SW OF THE STATION.  A STANDARD REFERENCE-MARK
 TR1763'DISK, UNSTAMPED AND CEMENTED IN A DRILL HOLE FLUSH WITH THE ROCK
 TR1763'SURFACE, AND ABOUT LEVEL WITH THE STATION.
 TR1763'
 TR1763'REFERENCE MARK 2 IS N OF THE STATION.  A STANDARD REFERENCE-MARK
 TR1763'DISK, UNSTAMPED AND SET IN A DRILL HOLE FLUSH WITH THE ROCK SURFACE,
 TR1763'AND ABOUT 3 FT. LOWER THAN THE STATION.
 TR1763
 TR1763                          STATION RECOVERY (1972)
 TR1763
 TR1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GCS)
 TR1763'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR1763'
 TR1763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1763'6.0 N.M. WSW ANACORTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2436 ***********************************************************************
 SA2436  DESIGNATION -  BIRKETT
 SA2436  PID         -  SA2436
 SA2436  STATE/COUNTY-  WA/GRANT
 SA2436  USGS QUAD   -  BEVERLY (1965)
 SA2436
 SA2436                         *CURRENT SURVEY CONTROL
 SA2436  ___________________________________________________________________
 SA2436* NAD 83(1991)-  46 47 48.75710(N)    119 54 40.20111(W)     ADJUSTED  
 SA2436* NAVD 88     -       634.9    (meters)    2083.     (feet)  VERTCON   
 SA2436  ___________________________________________________________________
 SA2436  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 SA2436  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SA2436
 SA2436  HORZ ORDER  -  SECOND
 SA2436
 SA2436.The horizontal coordinates were established by classical geodetic methods
 SA2436.and adjusted by the National Geodetic Survey in December 1991..
 SA2436
 SA2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2436
 SA2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2436
 SA2436.The geoid height was determined by GEOID03.
 SA2436
 SA2436;                    North         East     Units Scale Factor Converg.
 SA2436;SPC WA S     -   162,841.574   544,949.775   MT  0.99992142   +0 25 39.8
 SA2436;SPC WA S     -   534,256.06  1,787,889.39   sFT  0.99992142   +0 25 39.8
 SA2436;UTM  11      - 5,186,707.837   277,845.366   MT  1.00020664   -2 07 22.5
 SA2436
 SA2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2436!SPC WA S     -   0.99990378  x   0.99992142  =   0.99982521
 SA2436!UTM  11      -   0.99990378  x   1.00020664  =   1.00011040
 SA2436
 SA2436|---------------------------------------------------------------------|
 SA2436| PID    Reference Object                     Distance      Geod. Az  |
 SA2436|                                                           dddmmss.s |
 SA2436| CF4512 BIRKETT RM 1                          2.790 METERS 05145     |
 SA2436| CF4511 BIRKETT AZ MK                                      0910157.1 |
 SA2436| CF4513 BIRKETT RM 2                          3.976 METERS 13452     |
 SA2436| SA2434 BEVERLY RAILROAD WATER TANK         APPROX. 4.8 KM 3410005.3 |
 SA2436|---------------------------------------------------------------------|
 SA2436
 SA2436                          SUPERSEDED SURVEY CONTROL
 SA2436
 SA2436  NAD 83(1986)-  46 47 48.76554(N)    119 54 40.18839(W) AD(       ) 2
 SA2436  NAD 27      -  46 47 49.28200(N)    119 54 36.01800(W) AD(       ) 2
 SA2436  NGVD 29 (07/19/86)  633.8    (m)         2079.     (f) VERT ANG       
 SA2436
 SA2436.Superseded values are not recommended for survey control.
 SA2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2436.See file dsdata.txt to determine how the superseded data were derived.
 SA2436
 SA2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM7784586708(NAD 83)
 SA2436_MARKER: DS = TRIANGULATION STATION DISK
 SA2436_SETTING: 80 = SET IN A BOULDER
 SA2436_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SA2436
 SA2436  HISTORY     - Date     Condition        Report By
 SA2436  HISTORY     - 1948     MONUMENTED       CGS
 SA2436  HISTORY     - 1960     GOOD             BPA
 SA2436  HISTORY     - 1965     GOOD             USGS
 SA2436  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SA2436
 SA2436                          STATION DESCRIPTION
 SA2436
 SA2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SA2436'THE STATION IS LOCATED ON THE EXTREME WESTERN POINT OF THE SADDLE
 SA2436'MOUNTAIN RANGE WHERE THE COLUMBIA RIVER CUTS THROUGH THE RANGE
 SA2436'OF MOUNTAINS, ABOUT 3 MILES SOUTH SOUTHEAST OF BEVERLY, ABOUT 2
 SA2436'MILES EAST OF THE COLUMBIA RIVER AND ON A SHARP ROCKY POINT.
 SA2436'
 SA2436'TO REACH FROM THE CENTER OF BEVERLY, GO SOUTH AND EAST, FOR 0.4
 SA2436'MILE TO FORKS.  TAKE RIGHT FORK AND GO SOUTH ALONG THE EAST SIDE
 SA2436'OF THE COLUMBIA RIVER, FOR 7.0 MILES TO FORKS.  TAKE LEFT FORK AND
 SA2436'GO NORTH, FOR 3.8 MILES TO POWER LINE CROSSING ROAD.  TURN LEFT
 SA2436'ON POWER LINE ROAD AND GO WESTERLY, FOR 6.8 MILES TO WHERE THE
 SA2436'POWER LINE ROAD STARTS STEEP DOWN NORTH SLOPE OF MOUNTAIN
 SA2436'RANGE.  CONTINUE STRAIGHT AHEAD ACROSS-COUNTRY, FOR 0.1 MILE TO
 SA2436'PROMINENT SHARP POINT AND THE STATION SITE.
 SA2436'
 SA2436'THE STATION MARK IS A STANDARD DISK, STAMPED BIRKETT 1948, SET
 SA2436'INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 INCHES.
 SA2436'
 SA2436'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BIRKETT NO 1
 SA2436'1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 3
 SA2436'FEET AND IS ABOUT 2 FEET HIGHER THAN THE STATION.
 SA2436'
 SA2436'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BIRKETT
 SA2436'NO 2 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 SA2436'ABOUT 3 INCHES AND IS ABOUT 12 INCHES LOWER THAN THE STATION.
 SA2436'
 SA2436'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BIRKETT 1948, SET
 SA2436'INTO A DRILL HOLE AND IN A BOULDER WHICH PROJECTS ABOUT 2
 SA2436'INCHES.  IT IS LOCATED ON A ROCKY SAGE BRUSH COVERED HILL AND IS
 SA2436'ABOUT 50 FEET HIGHER THAN THE STATION.
 SA2436'
 SA2436'TO REACH FROM THE STATION, GO EAST ACROSS-COUNTRY, FOR 0.1 MILE
 SA2436'TO POWER LINE ROAD.  CONTINUE EAST ON POWER LINE ROAD, FOR 0.3
 SA2436'MILE TO SMALL CORRAL ON RIGHT SIDE OF ROAD.  TURN RIGHT UP HILL,
 SA2436'FOR 0.1 MILE TO TOP OF HILL AND THE AZIMUTH MARK.
 SA2436
 SA2436                          STATION RECOVERY (1960)
 SA2436
 SA2436'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1960
 SA2436'TO REACH FROM THE UNDERPASS OF THE CMSTP AND P RR AT BEVERLY GO
 SA2436'SOUTHERLY ON STATE HIGHWAY 7-C FOR 7.4 MILES TO A CROSSROAD.  TURN
 SA2436'LEFT, EAST, (SIGN, MATTAWA) AND GO 2.9 MILES TO A BPA STEEL
 SA2436'TRANSMISSION LINE.  TURN LEFT, NORTH, ON ACCESS ROAD AND GO 5.6
 SA2436'MILES TO A FORK, TAKE LEFT FORK AND GO 0.2 MILE TO A FORK, TURN
 SA2436'LEFT AND GO 0.05 MILE TO A FORK, KEEP TO THE RIGHT AND GO
 SA2436'WESTERLY 0.4 MILE TO WHERE ROAD STARTS DOWN STEEP GRADE.
 SA2436'CONTINUE STRAIGHT AHEAD 0.1 MILE TO STATION AS DESCRIBED.
 SA2436
 SA2436                          STATION RECOVERY (1965)
 SA2436
 SA2436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA2436'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE FOLLOWING IS A
 SA2436'REVISED DESCRIPTION--TO REACH FROM THE GENERAL MERCHANDISE STORE
 SA2436'IN MATTAWA, GO EAST ON MAIN GRAVELLED ROAD FOR 2.3 MILES TO
 SA2436'TRANSMISSION LINE CROSSING, TURN LEFT AND FOLLOW MAINTENANCE
 SA2436'ROAD ALONG THE TRANSMISSION LINE 6.6 MILES TO RIDGE TOP AND ROAD
 SA2436'FORK, TURN LEFT AND FOLLOW ROAD ALONG RIDGE TOP 0.3 MILES TO
 SA2436'SADDLE.  LEAVE TRUCK AT SADDLE AND WALK 0.1 MILE WEST TO
 SA2436'STATION ON PROMINENT SHARP TOP.
 SA2436
 SA2436                          STATION RECOVERY (1967)
 SA2436
 SA2436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA2436'THE STATION IS IN THE SOUTHWEST QUARTER, SECTION 11, T 15 N, R 23
 SA2436'E, TEN AND ONE-HALF MILES SOUTH OF THE VANTAGE BRIDGE,
 SA2436'THREE-QUARTERS MILE EAST OF THE COLUMBIA RIVER AND ON TANGENT WITH
 SA2436'THE RIVER BETWEEN THE STATION AND THE WANAPAUM DAM WHICH IS SIX
 SA2436'MILES NORTH-NORTHWEST.  IT IS ON A ROCKY POINT AT THE NORTHERN
 SA2436'END OF A SHORT RIDGE AT THE POINT WHERE THE COLUMBIA RIVER CUTS
 SA2436'THROUGH THE SADDLE MOUNTAIN RANGE.  STATION HILL IS
 SA2436'CONNECTED TO THE MAIN RANGE BY A 50-FOOT DEEP SADDLE AND IS THE
 SA2436'FIRST PROMINENT ROCKY POINT ON THE EAST SIDE OF THE RIVER SOUTH
 SA2436'OF THE WANAPAUM DAM.  THE STATION MARK STAMPED BIRKETT 1948 IS
 SA2436'A STANDARD DISK SET IN A 3-FOOT DIAMETER BEDROCK OUTCROP WHICH
 SA2436'PROJECTS 4 INCHES.  IT IS ABOUT 20 FEET SOUTH OF THE NORTH EDGE
 SA2436'OF THE SUMMIT AND IN THE APPROXIMATE CENTER OF THE RIDGE.
 SA2436'
 SA2436'REFERENCE MARK NO. 1, STAMPED BIRKETT NO 1 1948, IS A STANDARD
 SA2436'DISK SET IN A 6-FOOT DIAMETER OUTCROP WHICH PROJECTS 2-1/2 FEET
 SA2436'AND IS THE HIGHEST POINT OF THE RIDGE.
 SA2436'
 SA2436'REFERENCE MARK NO. 2, STAMPED BIRKETT NO 2 1948, IS A STANDARD
 SA2436'DISK SET IN A 2 X 3 FOOT OUTCROP WHICH PROJECTS ABOUT ONE FOOT
 SA2436'AND IS ABOUT ONE FOOT LOWER THAN THE STATION MARK.
 SA2436'
 SA2436'THE AZIMUTH MARK, STAMPED BIRKETT 1948, IS A STANDARD DISK SET
 SA2436'IN BEDROCK WHICH PROJECTS 6 INCHES.  IT IS ON THE SUMMIT OF THE
 SA2436'HILL AND 2 FEET WEST OF TWO 3-FOOT DIAMETER OUTCROPS WHICH PROJECT
 SA2436'ABOUT ONE FOOT.  A LARGE NUMBER OF SMALL LOOSE ROCKS HAVE BEEN
 SA2436'PILED ON TOP OF THE MARK TO HELP HOLD A TARGET POLE.  TO REACH
 SA2436'FROM THE CROSSROADS AT THE NORTHEAST CORNER OF MATTAWA, GO EAST ON
 SA2436'THE GRAVEL ROAD 1.9 MILES TO A HIGH-TENSION POWER LINE AND A
 SA2436'GATE ON THE RIGHT (KEY OBTAINED FROM P.U.D. IN EPHRATA).  PASS
 SA2436'THROUGH GATE AND GO NORTH 3.3 MILES TO A GATE, CONTINUE
 SA2436'NORTHERLY ALONG THE POWER LINE 2.2 MILES TO A Y, KEEP LEFT 1.1
 SA2436'MILES, PASS UNDER THE WESTERN ONE OF TWO HIGH-TENSION POWER
 SA2436'LINES, FOLLOW ROAD NORTH 0.2 MILE TO A Y, KEEP LEFT 0.05
 SA2436'MILE TO A Y (HERE, KEEP LEFT ON TRACK ROAD 0.1 MILE TO SUMMIT OF
 SA2436'HILL AND AZIMUTH MARK).  KEEP RIGHT AND CONTINUE WESTERLY AROUND
 SA2436'THE NORTH SIDE OF THE HILL ON THE TRACK ROAD 0.3 MILE TO A
 SA2436'POINT WHERE THE ROAD CURVES RIGHT AND GOES DOWN HILL.
 SA2436'CONTINUE SOUTHWEST ACROSS THE SADDLE 0.1 MILE TO THE ROCKY POINT
 SA2436'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2437 ***********************************************************************
 SA2437  DESIGNATION -  BIRKETT CAIRN WEST OF BIRKETT
 SA2437  PID         -  SA2437
 SA2437  STATE/COUNTY-  WA/GRANT
 SA2437  USGS QUAD   -  BEVERLY (1965)
 SA2437
 SA2437                         *CURRENT SURVEY CONTROL
 SA2437  ___________________________________________________________________
 SA2437* NAD 83(1991)-  46 47 25.62453(N)    119 54 31.53356(W)     ADJUSTED  
 SA2437* NAVD 88     -                                                        
 SA2437  ___________________________________________________________________
 SA2437  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 SA2437  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 SA2437
 SA2437  HORZ ORDER  -  THIRD
 SA2437
 SA2437.The horizontal coordinates were established by classical geodetic methods
 SA2437.and adjusted by the National Geodetic Survey in December 1991..
 SA2437
 SA2437
 SA2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2437
 SA2437.The geoid height was determined by GEOID03.
 SA2437
 SA2437;                    North         East     Units Scale Factor Converg.
 SA2437;SPC WA S     -   162,128.699   545,138.919   MT  0.99992101   +0 25 46.1
 SA2437;SPC WA S     -   531,917.24  1,788,509.94   sFT  0.99992101   +0 25 46.1
 SA2437;UTM  11      - 5,185,987.046   278,002.644   MT  1.00020578   -2 07 15.3
 SA2437
 SA2437                          SUPERSEDED SURVEY CONTROL
 SA2437
 SA2437  NAD 83(1986)-  46 47 25.63254(N)    119 54 31.52076(W) AD(       ) 4
 SA2437  NAD 27      -  46 47 26.16222(N)    119 54 27.36478(W) AD(       ) 3
 SA2437
 SA2437.Superseded values are not recommended for survey control.
 SA2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2437.See file dsdata.txt to determine how the superseded data were derived.
 SA2437
 SA2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM7800385987(NAD 83)
 SA2437_MARKER: 72 = CAIRN
 SA2437
 SA2437  HISTORY     - Date     Condition        Report By
 SA2437  HISTORY     - 1948     FIRST OBSERVED   CGS
 SA2437
 SA2437                          STATION DESCRIPTION
 SA2437
 SA2437'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1790 ***********************************************************************
 SC1790  DESIGNATION -  BIRNIE 1871
 SC1790  PID         -  SC1790
 SC1790  STATE/COUNTY-  WA/WAHKIAKUM
 SC1790  USGS QUAD   -  CATHLAMET (1985)
 SC1790
 SC1790                         *CURRENT SURVEY CONTROL
 SC1790  ___________________________________________________________________
 SC1790* NAD 83(1991)-  46 11 55.00628(N)    123 22 51.63610(W)     ADJUSTED  
 SC1790* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 SC1790  ___________________________________________________________________
 SC1790  LAPLACE CORR-          11.38  (seconds)                    DEFLEC99
 SC1790  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SC1790
 SC1790  HORZ ORDER  -  THIRD
 SC1790
 SC1790.The horizontal coordinates were established by classical geodetic methods
 SC1790.and adjusted by the National Geodetic Survey in December 1991..
 SC1790
 SC1790.The orthometric height was scaled from a topographic map.
 SC1790
 SC1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1790
 SC1790.The geoid height was determined by GEOID03.
 SC1790
 SC1790;                    North         East     Units Scale Factor Converg.
 SC1790;SPC WA S     -   100,235.858   277,690.713   MT  0.99993722   -2 05 33.9
 SC1790;SPC WA S     -   328,857.14    911,056.95   sFT  0.99993722   -2 05 33.9
 SC1790;SPC OR N     -   285,336.510 2,277,661.858   MT  1.00005659   -2 02 35.4
 SC1790;SPC OR N     -   936,143.41  7,472,643.89   iFT  1.00005659   -2 02 35.4
 SC1790;UTM  10      - 5,116,185.673   470,603.258   MT  0.99961062   -0 16 30.0
 SC1790
 SC1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1790!SPC WA S     -   0.99999738  x   0.99993722  =   0.99993460
 SC1790!SPC OR N     -   0.99999738  x   1.00005659  =   1.00005397
 SC1790!UTM  10      -   0.99999738  x   0.99961062  =   0.99960800
 SC1790
 SC1790|---------------------------------------------------------------------|
 SC1790| PID    Reference Object                     Distance      Geod. Az  |
 SC1790|                                                           dddmmss.s |
 SC1790| SC1816 POINT BASALT 1871                   200.868 METERS 13332     |
 SC1790| SC1793 BIRNIES HOUSE NORTHWEST GABLE       269.851 METERS 31231     |
 SC1790|---------------------------------------------------------------------|
 SC1790
 SC1790                          SUPERSEDED SURVEY CONTROL
 SC1790
 SC1790  NAD 83(1991)-  46 11 55.00628(N)    123 22 51.63610(W) AD(       ) 3
 SC1790  NAD 83(1986)-  46 11 55.02176(N)    123 22 51.63009(W) AD(       ) 3
 SC1790  NAD 27      -  46 11 55.61969(N)    123 22 47.16982(W) AD(       ) 3
 SC1790
 SC1790.Superseded values are not recommended for survey control.
 SC1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1790.See file dsdata.txt to determine how the superseded data were derived.
 SC1790
 SC1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7060316186(NAD 83)
 SC1790_MARKER: H = DRILL HOLE
 SC1790_SETTING: 0 = UNSPECIFIED SETTING
 SC1790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1790
 SC1790  HISTORY     - Date     Condition        Report By
 SC1790  HISTORY     - 1871     MONUMENTED       CGS
 SC1790  HISTORY     - 1934     MARK NOT FOUND   CGS
 SC1790
 SC1790                          STATION DESCRIPTION
 SC1790
 SC1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (CR)
 SC1790'STATION IS ON THE CLEARED LAND NEAR THE EDGE OF THE TIMBER, ABOUT
 SC1790'275 METERS SE OF THE BIRNIE HOUSE, JUST S OF A ROAD AND 156 FEET
 SC1790'ABOVE THE RIVER.
 SC1790'
 SC1790'THE STATION IS MARKED BY A BOTTLE BURIED MOUTH UP 3 FEET BELOW THE
 SC1790'SURFACE, AND AT THE SURFACE THERE IS A ROCK WITH A DRILL HOLE
 SC1790'FILLED WITH LEAD.  AROUND THE STATION, BURIED 1 FOOT, ARE 3 BOTTLES
 SC1790'DISTANT ABOUT 6 FEET, AT EQUAL ANGLES, AND LYING ON THEIR SIDES WITH
 SC1790'THE NECKS POINTING TO THE STATION.  THREE STAKES BEARING N, S, AND
 SC1790'E ARE DISTANT 1.83 METERS.
 SC1790
 SC1790                          STATION RECOVERY (1934)
 SC1790
 SC1790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 SC1790'STATION NOT RECOVERED.  STATION SITE HAS BEEN DESTROYED DUE TO THE
 SC1790'TOWN OF CATHLAMET NOW HAVING GROWN TO SUCH AN EXTENT THAT
 SC1790'DWELLINGS COVER THAT AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1793 ***********************************************************************
 SC1793  DESIGNATION -  BIRNIES HOUSE NORTHWEST GABLE
 SC1793  PID         -  SC1793
 SC1793  STATE/COUNTY-  WA/WAHKIAKUM
 SC1793  USGS QUAD   -  CATHLAMET (1985)
 SC1793
 SC1793                         *CURRENT SURVEY CONTROL
 SC1793  ___________________________________________________________________
 SC1793* NAD 83(1991)-  46 12 00.91193(N)    123 23 00.91406(W)     ADJUSTED  
 SC1793* NAVD 88     -                                                        
 SC1793  ___________________________________________________________________
 SC1793  LAPLACE CORR-          11.41  (seconds)                    DEFLEC99
 SC1793  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SC1793
 SC1793  HORZ ORDER  -  THIRD
 SC1793
 SC1793.The horizontal coordinates were established by classical geodetic methods
 SC1793.and adjusted by the National Geodetic Survey in December 1991..
 SC1793
 SC1793
 SC1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1793
 SC1793.The geoid height was determined by GEOID03.
 SC1793
 SC1793;                    North         East     Units Scale Factor Converg.
 SC1793;SPC WA S     -   100,425.337   277,498.599   MT  0.99993703   -2 05 40.7
 SC1793;SPC WA S     -   329,478.79    910,426.65   sFT  0.99993703   -2 05 40.7
 SC1793;SPC OR N     -   285,525.845 2,277,469.557   MT  1.00005711   -2 02 42.0
 SC1793;SPC OR N     -   936,764.58  7,472,012.98   iFT  1.00005711   -2 02 42.0
 SC1793;UTM  10      - 5,116,368.903   470,405.295   MT  0.99961077   -0 16 36.7
 SC1793
 SC1793                          SUPERSEDED SURVEY CONTROL
 SC1793
 SC1793  NAD 83(1991)-  46 12 00.91192(N)    123 23 00.91406(W) AD(       ) 4
 SC1793  NAD 83(1986)-  46 12 00.92730(N)    123 23 00.90812(W) AD(       ) 4
 SC1793  NAD 27      -  46 12 01.52100(N)    123 22 56.45400(W) AD(       ) 3
 SC1793
 SC1793.Superseded values are not recommended for survey control.
 SC1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1793.See file dsdata.txt to determine how the superseded data were derived.
 SC1793
 SC1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7040516369(NAD 83)
 SC1793_MARKER: 81 = GABLE
 SC1793
 SC1793  HISTORY     - Date     Condition        Report By
 SC1793  HISTORY     - 1871     FIRST OBSERVED   CGS
 SC1793
 SC1793                          STATION DESCRIPTION
 SC1793
 SC1793'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0963 ***********************************************************************
 TP0963  DESIGNATION -  BISBEE
 TP0963  PID         -  TP0963
 TP0963  STATE/COUNTY-  WA/FERRY
 TP0963  USGS QUAD   -  BOYDS (1992)
 TP0963
 TP0963                         *CURRENT SURVEY CONTROL
 TP0963  ___________________________________________________________________
 TP0963* NAD 83(1991)-  48 37 56.27277(N)    118 08 02.56175(W)     ADJUSTED  
 TP0963* NAVD 88     -       675.9    (meters)    2218.     (feet)  VERTCON   
 TP0963  ___________________________________________________________________
 TP0963  LAPLACE CORR-         -15.49  (seconds)                    DEFLEC99
 TP0963  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 TP0963
 TP0963  HORZ ORDER  -  SECOND
 TP0963
 TP0963.The horizontal coordinates were established by classical geodetic methods
 TP0963.and adjusted by the National Geodetic Survey in December 1991..
 TP0963
 TP0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0963
 TP0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0963
 TP0963.The geoid height was determined by GEOID03.
 TP0963
 TP0963;                    North         East     Units Scale Factor Converg.
 TP0963;SPC WA N     -   184,976.912   698,917.336   MT  0.99998257   +2 00 34.8
 TP0963;SPC WA N     -   606,878.42  2,293,031.29   sFT  0.99998257   +2 00 34.8
 TP0963;UTM  11      - 5,387,202.014   416,444.907   MT  0.99968577   -0 51 04.1
 TP0963
 TP0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0963!SPC WA N     -   0.99989680  x   0.99998257  =   0.99987937
 TP0963!UTM  11      -   0.99989680  x   0.99968577  =   0.99958260
 TP0963
 TP0963:                Primary Azimuth Mark                     Grid Az
 TP0963:SPC WA N     -  JESSEE                                   077 54 59.9
 TP0963:UTM  11      -  JESSEE                                   080 46 38.8
 TP0963
 TP0963|---------------------------------------------------------------------|
 TP0963| PID    Reference Object                     Distance      Geod. Az  |
 TP0963|                                                           dddmmss.s |
 TP0963| TP0943 JESSEE                              APPROX. 4.3 KM 0795534.7 |
 TP0963| CF1947 BISBEE RM 1                           9.187 METERS 26330     |
 TP0963|---------------------------------------------------------------------|
 TP0963
 TP0963                          SUPERSEDED SURVEY CONTROL
 TP0963
 TP0963  NAD 83(1986)-  48 37 56.27455(N)    118 08 02.55981(W) AD(       ) 2
 TP0963  NAD 27      -  48 37 56.62300(N)    118 07 58.59500(W) AD(       ) 2
 TP0963  NGVD 29 (07/19/86)  674.7    (m)         2214.     (f) VERT ANG       
 TP0963
 TP0963.Superseded values are not recommended for survey control.
 TP0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0963.See file dsdata.txt to determine how the superseded data were derived.
 TP0963
 TP0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1644587202(NAD 83)
 TP0963_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0963_SETTING: 66 = SET IN ROCK OUTCROP
 TP0963_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0963
 TP0963  HISTORY     - Date     Condition        Report By
 TP0963  HISTORY     - 1936     MONUMENTED       BOR
 TP0963  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0963
 TP0963                          STATION DESCRIPTION
 TP0963
 TP0963'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0963'LOCATED IN THE SE 1/4 SEC. OF SEC. 10, T. 36 N., R. 37 E. WM, ON THE
 TP0963'E SLOPE OF BISBEE MT., ON A ROCK OUTCROP ABOUT 400 FEET E OF A
 TP0963'HIGH PROMINENT WHITE BLUFF DUE E OF THE KETTLE FALLS IN THE
 TP0963'COLUMBIA RIVER, AND 500 FEET N OF THE CENTER LINE PROLONGED OF
 TP0963'THE HIGHWAY BRIDGE.  A DEAD TREE 22 INCHES IN DIAMETER, WITH A
 TP0963'TRIANGULAR MARK SET IN ITS STUMP, HAS BEEN SAWED DOWN ABOUT 35
 TP0963'FEET NE OF THE STATION.
 TP0963'
 TP0963'TO REACH STATION FROM THE W END OF KETTLE FALLS BRIDGE, GO N TO
 TP0963'0.20 MILE AND TURN LEFT FROM MAIN HIGHWAY (U.S. HIGHWAY 395), AT
 TP0963'0.25 TAKE LEFT FORK.  AT 0.35 TAKE RIGHT FORK.  AT 0.75 TURN RIGHT
 TP0963'FROM LOGGING ROAD AND LEAVE CAR AT 0.90 MILE.  PROCEED ON FOOT
 TP0963'UPHILL AND N ABOUT 3/4 MILE TO STATION.
 TP0963'
 TP0963'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 TP0963'RESPECTIVELY.
 TP0963'
 TP0963'HEIGHT OF STAND ABOVE STATION MARK 1.24 METERS.
 TP0963
 TP0963                          STATION RECOVERY (1947)
 TP0963
 TP0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0963'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 TP0963'DESCRIBED BY THE U.S.B.R. IN 1936.  SINCE THE ORIGINAL DESCRIPTION
 TP0963'IS INADEQUATE A NEW DESCRIPTION IS SUBMITTED--
 TP0963'
 TP0963'STATION IS LOCATED IN THE SE 1/4 SEC. OF SEC. 10, T. 36 N., R. 37
 TP0963'E. WM, ON THE W SIDE OF ROOSEVELT LAKE, ABOUT 3.0 MILES W OF KETTLE
 TP0963'FALLS, AND ON THE E SIDE OF BISBEE MOUNTAIN.  IT IS 23.85 METERS
 TP0963'E OF A SMALL PINE AND 56.7 METERS S OF A PINE 30 FEET TALL.
 TP0963'
 TP0963'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK STAMPED
 TP0963'BISBEE 1936 SET ACCORDING TO NOTE 3.
 TP0963'
 TP0963'THE REFERENCE MARK IS W OF THE STATION AND IS A CHISELED CROSS
 TP0963'INSIDE A TRIANGLE ON GRANITE OUTCROP.
 TP0963'
 TP0963'TO REACH THE STATION FROM THE W END OF THE KETTLE FALLS BRIDGE,
 TP0963'GO W ALONG U.S. HIGHWAY 395 FOR 0.2 MILE TO A ROCK CUT ON THE
 TP0963'LEFT HAND SIDE OF THE ROAD, TURN LEFT ON LOGGING ROAD LEADING W
 TP0963'TOWARD BISBEE MOUNTAIN AND FOLLOW THIS WINDING ROAD UP THE
 TP0963'MOUNTAINSIDE TO A POINT WHERE IT IS ON LINE WITH THE CENTER LINE
 TP0963'OF THE RAILROAD BRIDGE (THIS IS ABOUT 1/4 THE DISTANCE UP THE
 TP0963'MOUNTAINSIDE).  LEAVE TRUCK AND PACK UP THE MOUNTAINSIDE ON
 TP0963'LINE WITH THE CENTER LINE OF THE RAILROAD BRIDGE TO THE FIRST
 TP0963'PROMINENT BENCH BELOW THE SUMMIT OF THE MOUNTAIN.  IN THIS
 TP0963'VICINITY THERE IS A SQUARE 2- BY 2-FOOT BOARD SIGN IN LINE WITH
 TP0963'THE BRIDGE.  FROM THIS POINT CONTINUE ALONG THE BENCH IN A N
 TP0963'DIRECTION ABOUT 2,000 FEET TO THE HIGHEST POINT OF THIS BENCH,
 TP0963'WHICH IS ABOUT 500 FEET E OF A VERTICAL BLUFF IN THE
 TP0963'MOUNTAINSIDE.
 TP0963'
 TP0963'A 4-FOOT WOODEN STAND ANCHORED IN A ROCK CAIRN IS OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3269 ***********************************************************************
 SY3269  DESIGNATION -  BISHOP
 SY3269  PID         -  SY3269
 SY3269  STATE/COUNTY-  WA/THURSTON
 SY3269  USGS QUAD   -  TUMWATER (1994)
 SY3269
 SY3269                         *CURRENT SURVEY CONTROL
 SY3269  ___________________________________________________________________
 SY3269* NAD 83(1991)-  47 03 41.41191(N)    122 56 54.85630(W)     ADJUSTED  
 SY3269* NAVD 88     -        91.1    (meters)     299.     (feet)  VERTCON   
 SY3269  ___________________________________________________________________
 SY3269  X           -  -2,367,390.216 (meters)                     COMP
 SY3269  Y           -  -3,652,634.846 (meters)                     COMP
 SY3269  Z           -   4,646,476.336 (meters)                     COMP
 SY3269  LAPLACE CORR-          -8.85  (seconds)                    DEFLEC99
 SY3269  ELLIP HEIGHT-          69.84  (meters)          (08/17/92) GPS OBS
 SY3269  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 SY3269
 SY3269  HORZ ORDER  -  THIRD
 SY3269  ELLP ORDER  -  FOURTH    CLASS II
 SY3269
 SY3269.The horizontal coordinates were established by classical geodetic methods
 SY3269.and adjusted by the National Geodetic Survey in December 1991..
 SY3269
 SY3269.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3269
 SY3269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY3269
 SY3269.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3269
 SY3269.The ellipsoidal height was determined by GPS observations
 SY3269.and is referenced to NAD 83.
 SY3269
 SY3269.The geoid height was determined by GEOID03.
 SY3269
 SY3269;                    North         East     Units Scale Factor Converg.
 SY3269;SPC WA S     -   194,977.051   314,024.613   MT  0.99994916   -1 46 43.1
 SY3269;SPC WA S     -   639,687.21  1,030,262.42   sFT  0.99994916   -1 46 43.1
 SY3269;UTM  10      - 5,212,000.070   503,905.416   MT  0.99960019   +0 02 15.5
 SY3269
 SY3269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3269!SPC WA S     -   0.99998905  x   0.99994916  =   0.99993821
 SY3269!UTM  10      -   0.99998905  x   0.99960019  =   0.99958925
 SY3269
 SY3269|---------------------------------------------------------------------|
 SY3269| PID    Reference Object                     Distance      Geod. Az  |
 SY3269|                                                           dddmmss.s |
 SY3269| CE3363 BISHOP RM 1                          14.337 METERS 04844     |
 SY3269| SY3228 BONNE                               APPROX. 6.2 KM 1772710.8 |
 SY3269| CE3364 BISHOP RM 2                          14.032 METERS 32040     |
 SY3269|---------------------------------------------------------------------|
 SY3269
 SY3269                          SUPERSEDED SURVEY CONTROL
 SY3269
 SY3269  NAD 83(1986)-  47 03 41.40986(N)    122 56 54.86606(W) AD(       ) 3
 SY3269  NAD 27      -  47 03 42.06155(N)    122 56 50.35406(W) AD(       ) 3
 SY3269  NGVD 29 (07/19/86)   90.1    (m)          296.     (f) VERT ANG       
 SY3269
 SY3269.Superseded values are not recommended for survey control.
 SY3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3269.See file dsdata.txt to determine how the superseded data were derived.
 SY3269
 SY3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0390512000(NAD 83)
 SY3269_MARKER: DS = TRIANGULATION STATION DISK
 SY3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3269_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3269
 SY3269  HISTORY     - Date     Condition        Report By
 SY3269  HISTORY     - 1974     MONUMENTED       NGS
 SY3269
 SY3269                          STATION DESCRIPTION
 SY3269
 SY3269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SY3269'THE STATION IS ABOUT 2-1/2 MILES NORTHWEST OF THE STATE CAPITOL
 SY3269'IN OLYMPIA, 1 MILE WEST OF DIVISION STREET, 0.9 MILE NORTH OF
 SY3269'HARRISON AVENUE, IN AN OPEN FIELD NEAR THE WEST SIDE OF SECTION
 SY3269'9, T 18 N, R 2 W, AND ON LAND IN THE TAYLOR BISHOP ESTATE,
 SY3269'EXECUTOR, JACK ELLIOTT OF OLYMPIA.
 SY3269'
 SY3269'TO REACH FROM THE INTERSECTION OF DIVISION STREET AND HARRISON
 SY3269'AVENUE IN WEST OLYMPIA, GO WEST ON HARRISON AVENUE FOR 0.7 MILE,
 SY3269'TURN RIGHT ON COOPER POINT ROAD NW AND GO NORTH FOR 1.05 MILES,
 SY3269'TURN LEFT ON 20TH AVE. NW AND GO WEST 0.15 MILE, KEEP LEFT FORK
 SY3269'AND CONTINUE WEST 0.15 MILE TO A BLACKTOP ROAD RIGHT AND A GATE
 SY3269'ON THE LEFT.  WALK SOUTHERLY ALONG A DIM WOODS ROAD FOR 0.1 MILE
 SY3269'TO THE EDGE OF THE TIMBER, BEAR LEFT, KEEPING ABOUT THE SAME
 SY3269'ELEVATION, GOING ALONG THE WESTERN SIDE OF THE HILL, FOR 0.05
 SY3269'MILE TO THE STATION ABOUT 6 FEET LOWER THAN THE HIGHEST
 SY3269'POINT.
 SY3269'
 SY3269'THE STATION MARK, STAMPED BISHOP 1974, IS A STANDARD DISK SET IN A
 SY3269'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ON THE
 SY3269'SOUTH-SOUTH WEST SIDE OF THE HILL, 78.5 FEET EAST OF THE EAST ONE
 SY3269'OF TWO FIR TREES GROWING 1-1/2 FEET APART, (EAST TREE 8 INCHES
 SY3269'IN DIAMETER, WEST TREE 4 INCHES IN DIAMETER), 57 FEET EAST OF AN
 SY3269'18-INCH DIAMETER GRANITE ROCK OUTCROP AND 1 FOOT NORTH OF A
 SY3269'METAL WITNESS POST.
 SY3269'
 SY3269'REFERENCE MARK NO. 1, STAMPED BISHOP NO 1 1974, IS A STANDARD DISK
 SY3269'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ON THE
 SY3269'SOUTHERN SLOPE OF THE HILL, 47.7 FEET NORTHEAST OF THE METAL
 SY3269'WITNESS POST AND ABOUT 4 FEET HIGHER THAN THE STATION.
 SY3269'
 SY3269'REFERENCE MARK NO. 2, STAMPED BISHOP NO 2 1974, IS A STANDARD DISK
 SY3269'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 51.5
 SY3269'FEET NORTHEAST OF THE EAST ONE OF TWO FIR TREES, 20 FEET NORTHEAST
 SY3269'OF THE 18-INCH DIAMETER GRANITE ROCK OUTCROP AND ABOUT 1-1/2 FEET
 SY3269'HIGHER THAN THE STATION MARK.
 SY3269'
 SY3269'ADDITIONAL CLEARING WOULD HAVE BEEN REQUIRED TO ESTABLISH AN
 SY3269'AZIMUTH MARK, AND PERMISSION FOR THIS WAS NOT OBTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1566 ***********************************************************************
 RZ1566  DESIGNATION -  BISHOP
 RZ1566  PID         -  RZ1566
 RZ1566  STATE/COUNTY-  WA/WHITMAN
 RZ1566  USGS QUAD   -  GRANITE POINT (1975)
 RZ1566
 RZ1566                         *CURRENT SURVEY CONTROL
 RZ1566  ___________________________________________________________________
 RZ1566* NAD 83(1991)-  46 33 55.83408(N)    117 16 48.49182(W)     ADJUSTED  
 RZ1566* NAVD 88     -       212.2    (meters)     696.     (feet)  VERTCON   
 RZ1566  ___________________________________________________________________
 RZ1566  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 RZ1566  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 RZ1566
 RZ1566  HORZ ORDER  -  THIRD
 RZ1566
 RZ1566.The horizontal coordinates were established by classical geodetic methods
 RZ1566.and adjusted by the National Geodetic Survey in December 1991..
 RZ1566
 RZ1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1566
 RZ1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1566
 RZ1566.The geoid height was determined by GEOID03.
 RZ1566
 RZ1566;                    North         East     Units Scale Factor Converg.
 RZ1566;SPC WA S     -   141,993.678   746,778.432   MT  0.99991466   +2 20 20.0
 RZ1566;SPC WA S     -   465,857.59  2,450,055.57   sFT  0.99991466   +2 20 20.0
 RZ1566;UTM  11      - 5,156,920.707   478,530.423   MT  0.99960567   -0 12 12.3
 RZ1566
 RZ1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1566!SPC WA S     -   0.99996967  x   0.99991466  =   0.99988434
 RZ1566!UTM  11      -   0.99996967  x   0.99960567  =   0.99957536
 RZ1566
 RZ1566|---------------------------------------------------------------------|
 RZ1566| PID    Reference Object                     Distance      Geod. Az  |
 RZ1566|                                                           dddmmss.s |
 RZ1566| RZ0768 F 214                                 9.935 METERS 20841     |
 RZ1566| CF4515 BISHOP RM 2                          10.170 METERS 30347     |
 RZ1566| CF4514 BISHOP AZ MK                                       3152841.2 |
 RZ1566|---------------------------------------------------------------------|
 RZ1566
 RZ1566                          SUPERSEDED SURVEY CONTROL
 RZ1566
 RZ1566  NAD 83(1986)-  46 33 55.84092(N)    117 16 48.48524(W) AD(       ) 3
 RZ1566  NAD 27      -  46 33 56.27000(N)    117 16 44.87100(W) AD(       ) 3
 RZ1566  NGVD 29 (07/19/86)  211.2    (m)          693.     (f) VERT ANG       
 RZ1566
 RZ1566.Superseded values are not recommended for survey control.
 RZ1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1566.See file dsdata.txt to determine how the superseded data were derived.
 RZ1566
 RZ1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM7853056921(NAD 83)
 RZ1566_MARKER: DS = TRIANGULATION STATION DISK
 RZ1566_SETTING: 0 = UNSPECIFIED SETTING
 RZ1566
 RZ1566  HISTORY     - Date     Condition        Report By
 RZ1566  HISTORY     - 1945     MONUMENTED       CGS
 RZ1566  HISTORY     - 1973     MARK NOT FOUND   NGS
 RZ1566
 RZ1566                          STATION DESCRIPTION
 RZ1566
 RZ1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RZ1566'STATION IS ON THE N SIDE OF THE SNAKE RIVER, ABOUT 7-1/4 MILES E
 RZ1566'OF COLTON, AND ABOUT 1 MILE SE OF BISHOP RAILROAD STATION AND
 RZ1566'SIDING.  IT IS ON THE RAILROAD RIGHT-OF-WAY, ABOUT 30 FEET SW OF
 RZ1566'THE CENTER LINE OF HIGHWAY, ABOUT 6 FEET SW OF RIGHT-OF-WAY FENCE
 RZ1566'LINE, AND ABOUT 50 FEET NE OF THE CENTER LINE OF RAILROAD TRACKS.
 RZ1566'
 RZ1566'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 RZ1566'POST.  IT IS STAMPED BISHOP 1945 AND PROJECTS 6 INCHES ABOVE THE
 RZ1566'SURFACE.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 RZ1566'CONCRETE.
 RZ1566'
 RZ1566'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 410 AND 95 IN THE
 RZ1566'N EDGE OF LEWISTON, IDAHO, GO NW ON HIGHWAY 95 FOR 0.9 MILE, THENCE
 RZ1566'LEFT ON DOWN RIVER ROAD FOR 23.15 MILES TO STATION ON THE LEFT.
 RZ1566'
 RZ1566'B.M. F 214 1945 WAS USED AS REFERENCE MARK 1.  IT IS A BRONZE
 RZ1566'BENCH-MARK DISK STAMPED F 214 1945.  IT IS CEMENTED IN A DRILL
 RZ1566'HOLE IN ABUTMENT OF SMALL CONCRETE RAILROAD CULVERT, 10 FEET NE
 RZ1566'OF N RAIL, AND APPROXIMATELY 4.2 METERS LOWER THAN STATION
 RZ1566'ELEVATION.
 RZ1566'
 RZ1566'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN TOP OF A
 RZ1566'CONCRETE POST.  IT IS 18 FEET SW OF THE RIGHT-OF-WAY FENCE LINE
 RZ1566'AND PROJECTS 5 INCHES.  DISK IS STAMPED BISHOP NO 2 1945.
 RZ1566'
 RZ1566'AZIMUTH MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN THE
 RZ1566'SE ABUTMENT OF A RAILROAD BRIDGE, ABOUT 1/4 MILE SE OF BISHOP
 RZ1566'RAILROAD SIDING, AND ABOUT 1 MILE NW OF STATION SITE.  DISK IS
 RZ1566'STAMPED BISHOP 1945.
 RZ1566
 RZ1566                          STATION RECOVERY (1973)
 RZ1566
 RZ1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 RZ1566'NOT FOUND--THE AZIMUTH MARK WAS THE ONLY MARK FOUND.  AN EMPLOYEE
 RZ1566'OF N.A. DEGERSTROM CONSTRUCTION CO. SAYS, THE OTHER MARKS WERE
 RZ1566'KNOCKED OUT, IF THE SUB-SURFACE MARK WAS DEEP ENOUGH, IT COULD
 RZ1566'STILL BE IN PLACE.  ARMY ENGINEERS WERE CONTACTED FOR ANY TIES
 RZ1566'THEY MAY HAVE MADE TO THE STATION, BUT THEY HAD MADE NONE.  NO
 RZ1566'FURTHER SEARCHING WAS DONE, DUE TO DIFFICULTY IN REACHING OTHER
 RZ1566'TRIANGULATION STATIONS WHICH MAY BE VISIBLE.
 RZ1566'
 RZ1566'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ1566'7-1/4 MILES EAST OF COLTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2592 ***********************************************************************
 SC2592  DESIGNATION -  BISHOP PLANT IRON STACK
 SC2592  PID         -  SC2592
 SC2592  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2592  USGS QUAD   -  ABERDEEN (1994)
 SC2592
 SC2592                         *CURRENT SURVEY CONTROL
 SC2592  ___________________________________________________________________
 SC2592* NAD 83(1991)-  46 58 27.14949(N)    123 46 43.04159(W)     ADJUSTED  
 SC2592* NAVD 88     -                                                        
 SC2592  ___________________________________________________________________
 SC2592  LAPLACE CORR-          11.10  (seconds)                    DEFLEC99
 SC2592  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 SC2592
 SC2592  HORZ ORDER  -  THIRD
 SC2592
 SC2592.The horizontal coordinates were established by classical geodetic methods
 SC2592.and adjusted by the National Geodetic Survey in December 1991..
 SC2592
 SC2592
 SC2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2592
 SC2592.The geoid height was determined by GEOID03.
 SC2592
 SC2592;                    North         East     Units Scale Factor Converg.
 SC2592;SPC WA S     -   187,569.950   250,608.496   MT  0.99993764   -2 22 53.7
 SC2592;SPC WA S     -   615,385.74    822,204.71   sFT  0.99993764   -2 22 53.7
 SC2592;UTM  10      - 5,202,592.156   440,776.407   MT  0.99964311   -0 34 09.2
 SC2592
 SC2592                          SUPERSEDED SURVEY CONTROL
 SC2592
 SC2592  NAD 83(1986)-  46 58 27.14621(N)    123 46 43.04031(W) AD(       ) 4
 SC2592  NAD 27      -  46 58 27.81200(N)    123 46 38.44600(W) AD(       ) 3
 SC2592
 SC2592.Superseded values are not recommended for survey control.
 SC2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2592.See file dsdata.txt to determine how the superseded data were derived.
 SC2592
 SC2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT4077602592(NAD 83)
 SC2592
 SC2592  HISTORY     - Date     Condition        Report By
 SC2592  HISTORY     - 1940     MONUMENTED       CGS
 SC2592  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2592
 SC2592                          STATION DESCRIPTION
 SC2592
 SC2592'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2592'THE BLACK IRON STACK, ON THE E SHORE OF CHEHALIS RIVER, JUST ABOVE
 SC2592'DRAWBRIDGE TO JUNCTION CITY, ON BISHOP PLANT.
 SC2592
 SC2592                          STATION RECOVERY (1952)
 SC2592
 SC2592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2592'THE STATION WAS RECOVERED.
 SC2592'
 SC2592'STATION IS LOCATED AT JUNCTION CITY, ABOUT ON THE E CITY LIMITS OF
 SC2592'ABERDEEN, ON THE E SIDE OF CHEHALIS RIVER, ABOUT 150 YARDS N OF THE
 SC2592'NORTHERN PACIFIC RAILWAY BRIDGE AT THE E.K. BISHOP LUMBER CO. MILL,
 SC2592'AND NEAR THE NW CORNER OF THE MILL BUILDINGS.  IT IS THE NW AND
 SC2592'HIGHER OF TWO BLACK STEEL STACKS, ABOUT 75 FEET HIGH, AND 4
 SC2592'FEET IN DIAMETER.
 SC2592'
 SC2592'THE STACK WAS REMOVED IN 1952 AND REPLACED WITH A NEW STACK ON
 SC2592'THE SAME BASE.  THE POSITION MAY HAVE CHANGED SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2317 ***********************************************************************
 SY2317  DESIGNATION -  BISMARK WATER TANK
 SY2317  PID         -  SY2317
 SY2317  STATE/COUNTY-  WA/PIERCE
 SY2317  USGS QUAD   -  TACOMA SOUTH (1994)
 SY2317
 SY2317                         *CURRENT SURVEY CONTROL
 SY2317  ___________________________________________________________________
 SY2317* NAD 83(1991)-  47 11 58.06379(N)    122 25 11.78562(W)     ADJUSTED  
 SY2317* NAVD 88     -                                                        
 SY2317  ___________________________________________________________________
 SY2317  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 SY2317  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 SY2317
 SY2317  HORZ ORDER  -  THIRD
 SY2317
 SY2317.The horizontal coordinates were established by classical geodetic methods
 SY2317.and adjusted by the National Geodetic Survey in December 1991..
 SY2317
 SY2317
 SY2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2317
 SY2317.The geoid height was determined by GEOID03.
 SY2317
 SY2317;                    North         East     Units Scale Factor Converg.
 SY2317;SPC WA S     -   209,197.358   354,539.754   MT  0.99997212   -1 23 40.7
 SY2317;SPC WA S     -   686,341.67  1,163,185.84   sFT  0.99997212   -1 23 40.7
 SY2317;SPC WA N     -    23,416.299   379,778.980   MT  1.00006959   -1 10 52.5
 SY2317;SPC WA N     -    76,824.97  1,245,991.54   sFT  1.00006959   -1 10 52.5
 SY2317;UTM  10      - 5,227,493.186   543,934.918   MT  0.99962372   +0 25 32.2
 SY2317
 SY2317                          SUPERSEDED SURVEY CONTROL
 SY2317
 SY2317  NAD 83(1986)-  47 11 58.05902(N)    122 25 11.79995(W) AD(       ) 4
 SY2317  NAD 27      -  47 11 58.70000(N)    122 25 07.36000(W) AD(       ) 3
 SY2317
 SY2317.Superseded values are not recommended for survey control.
 SY2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2317.See file dsdata.txt to determine how the superseded data were derived.
 SY2317
 SY2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4393527493(NAD 83)
 SY2317_MARKER: 53 = ELEVATED TANK
 SY2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY2317+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2002
 SY2317
 SY2317  HISTORY     - Date     Condition        Report By
 SY2317  HISTORY     - 1921     FIRST OBSERVED   CGS
 SY2317  HISTORY     - 1959     GOOD             CGS
 SY2317  HISTORY     - 1963     GOOD             CGS
 SY2317  HISTORY     - 1988     GOOD             USPSQD
 SY2317  HISTORY     - 20021121 GOOD             USPSQD
 SY2317
 SY2317                          STATION DESCRIPTION
 SY2317
 SY2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WTJ)
 SY2317'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 SY2317'DESCRIPTION FOLLOWS--
 SY2317'
 SY2317'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF A BLOCK FORMED
 SY2317'BY MCKINLEY AVE., EAST 64TH ST., EAST 63RD ST. AND EAST I
 SY2317'ST.  STATION IS A STANDPIPE ABOUT 30 FEET IN DIAMETER AND 70 FEET
 SY2317'HIGH.  IT IS ABOUT 30 FEET NORTH OF A SMALL STUCCO BUILDING WITH
 SY2317'THE WORDS BISMARK STANDPIPE RECESSED IN STONE BLOCK JUST OVER THE
 SY2317'SOUTH DOOR.
 SY2317'
 SY2317'ACCORDING TO THE RECORDS OF THE TACOMA CITY WATER DEPARTMENT,
 SY2317'THIS TANK WAS BUILT IN 1910 AND IS THE ONLY TANK OR STANDPIPE
 SY2317'THAT HAS EVER BEEN IN THE VICINITY.
 SY2317
 SY2317                          STATION RECOVERY (1963)
 SY2317
 SY2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2317'RECOVERED AS DESCRIBED BY W.T.J. IN 1959
 SY2317
 SY2317                          STATION RECOVERY (1988)
 SY2317
 SY2317'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2317'RECOVERED IN GOOD CONDITION.
 SY2317
 SY2317                          STATION RECOVERY (2002)
 SY2317
 SY2317'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 SY2317'PROTECTED BY A TALL FENCE.  THE NAME, BISMARK WATER TOWER, IS EASILY
 SY2317'READ FROM THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1026 ***********************************************************************
 TP1026  DESIGNATION -  BISSEL IS
 TP1026  PID         -  TP1026
 TP1026  STATE/COUNTY-  WA/STEVENS
 TP1026  USGS QUAD   -  CEDONIA (1994)
 TP1026
 TP1026                         *CURRENT SURVEY CONTROL
 TP1026  ___________________________________________________________________
 TP1026* NAD 83(1991)-  48 13 54.42516(N)    118 08 29.96664(W)     ADJUSTED  
 TP1026* NAVD 88     -                                                        
 TP1026  ___________________________________________________________________
 TP1026  LAPLACE CORR-          11.01  (seconds)                    DEFLEC99
 TP1026  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TP1026
 TP1026  HORZ ORDER  -  THIRD
 TP1026
 TP1026.The horizontal coordinates were established by classical geodetic methods
 TP1026.and adjusted by the National Geodetic Survey in December 1991..
 TP1026
 TP1026
 TP1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1026
 TP1026.The geoid height was determined by GEOID03.
 TP1026
 TP1026;                    North         East     Units Scale Factor Converg.
 TP1026;SPC WA N     -   140,449.755   699,913.936   MT  0.99994422   +2 00 14.4
 TP1026;SPC WA N     -   460,792.24  2,296,300.97   sFT  0.99994422   +2 00 14.4
 TP1026;UTM  11      - 5,342,692.676   415,220.291   MT  0.99968831   -0 51 05.6
 TP1026
 TP1026                          SUPERSEDED SURVEY CONTROL
 TP1026
 TP1026  NAD 83(1986)-  48 13 54.43503(N)    118 08 29.96365(W) AD(       ) 4
 TP1026  NAD 27      -  48 13 54.82600(N)    118 08 26.01300(W) AD(       ) 3
 TP1026
 TP1026.Superseded values are not recommended for survey control.
 TP1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1026.See file dsdata.txt to determine how the superseded data were derived.
 TP1026
 TP1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1522042693(NAD 83)
 TP1026
 TP1026  HISTORY     - Date     Condition        Report By
 TP1026  HISTORY     - 1936     MONUMENTED       BOR
 TP1026
 TP1026                          STATION DESCRIPTION
 TP1026
 TP1026'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP1026'LOCATED IN NE 1/4 SEC. 34, T. 31 N., R. 37 E. WM, ON BISSEL
 TP1026'(LOCALLY NAMED) HILL, ABOUT 1 MILE NW OF BISSEL LAKE.  SIGNAL IS W
 TP1026'OF THE N END OF PLOWED FIELD ON SECOND BENCH ABOVE RIVER, NEAR
 TP1026'RIM-ROCK BREAK OF GRASSY HILLSIDE.
 TP1026'
 TP1026'SIGNALLED BY 3 X 3 POST WRAPPED WITH RED AND WHITE SIGNAL
 TP1026'CLOTH.  NOTE 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0312 ***********************************************************************
 TS0312  DESIGNATION -  BITE
 TS0312  PID         -  TS0312
 TS0312  STATE/COUNTY-  WA/CLALLAM
 TS0312  USGS QUAD   -  ALLENS BAY (1984)
 TS0312
 TS0312                         *CURRENT SURVEY CONTROL
 TS0312  ___________________________________________________________________
 TS0312* NAD 83(1991)-  48 01 05.59393(N)    124 37 38.70978(W)     ADJUSTED  
 TS0312* NAVD 88     -       268.8    (meters)     882.     (feet)  VERTCON   
 TS0312  ___________________________________________________________________
 TS0312  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 TS0312  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 TS0312
 TS0312  HORZ ORDER  -  FIRST
 TS0312
 TS0312.The horizontal coordinates were established by classical geodetic methods
 TS0312.and adjusted by the National Geodetic Survey in December 1991..
 TS0312
 TS0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 TS0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TS0312
 TS0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0312
 TS0312.The geoid height was determined by GEOID03.
 TS0312
 TS0312;                    North         East     Units Scale Factor Converg.
 TS0312;SPC WA N     -   120,183.056   217,095.256   MT  0.99994376   -2 49 29.2
 TS0312;SPC WA N     -   394,300.58    712,253.35   sFT  0.99994376   -2 49 29.2
 TS0312;UTM  10      - 5,319,606.672   378,646.281   MT  0.99978096   -1 12 35.6
 TS0312
 TS0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0312!SPC WA N     -   0.99996147  x   0.99994376  =   0.99990523
 TS0312!UTM  10      -   0.99996147  x   0.99978096  =   0.99974244
 TS0312
 TS0312:                Primary Azimuth Mark                     Grid Az
 TS0312:SPC WA N     -  BITE AZ MK                               007 24 59.0
 TS0312:UTM  10      -  BITE AZ MK                               005 48 05.4
 TS0312
 TS0312|---------------------------------------------------------------------|
 TS0312| PID    Reference Object                     Distance      Geod. Az  |
 TS0312|                                                           dddmmss.s |
 TS0312| DD9404 BITE AZ MK                                         0043529.8 |
 TS0312| DD9405 BITE RM 1                             5.200 METERS 24118     |
 TS0312| TS0311 BITE USE 1954                         1.833 METERS 27458     |
 TS0312| DD9406 BITE RM 2                             6.603 METERS 32613     |
 TS0312|---------------------------------------------------------------------|
 TS0312
 TS0312                          SUPERSEDED SURVEY CONTROL
 TS0312
 TS0312  NAD 83(1986)-  48 01 05.59101(N)    124 37 38.72465(W) AD(       ) 1
 TS0312  NAD 27      -  48 01 06.33300(N)    124 37 33.93800(W) AD(       ) 1
 TS0312  NGVD 29 (07/19/86)  267.7    (m)          878.     (f) VERT ANG       
 TS0312
 TS0312.Superseded values are not recommended for survey control.
 TS0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0312.See file dsdata.txt to determine how the superseded data were derived.
 TS0312
 TS0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7864619607(NAD 83)
 TS0312_MARKER: Z = SEE DESCRIPTION
 TS0312_SETTING: 0 = UNSPECIFIED SETTING
 TS0312
 TS0312  HISTORY     - Date     Condition        Report By
 TS0312  HISTORY     - 1954     MONUMENTED       CGS
 TS0312
 TS0312                          STATION DESCRIPTION
 TS0312
 TS0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TS0312'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED PEAK
 TS0312'WHICH HAS A FEW TALL HEMLOCK AND SECOND GROWTH TIMBER.  THE HILL
 TS0312'HAS A SHARP DROP ON ALL SLOPES WITH THE MAIN RIDGE EXTENDING TO
 TS0312'THE NORTH.  THE STATION PEAK IS 2-1/2 MILES EAST OF THE COAST
 TS0312'LINE, 1-1/2 MILES SOUTH OF THE SOUTH END OF OZETTE LAKE, 7-1/2
 TS0312'MILES NORTH OF LAPUSH.  IT IS IN THE SOUTHWEST 1/4 SECTION 15,
 TS0312'TOWNSHIP 29 NORTH, RANGE 15 WEST.
 TS0312'
 TS0312'TO REACH THE STATION FROM THE POST OFFICE IN CLALLAM BAY GO WEST
 TS0312'ON HIGHWAY FOR 1.95 MILES TO A FORK.  TAKE THE LEFT FORK AND
 TS0312'CONTINUE 2.35 MILES TO A FORK AND SIGN READING PATS RESORT OZETTE
 TS0312'LAKE 21.  TAKE THE LEFT FORK AND FOLLOW GRAVEL ROAD SOUTHWESTERLY
 TS0312'FOR 21.8 MILES TO END OF THE ROAD AT THE NORTH END OF OZETTE
 TS0312'LAKE.  MR. H.B. PATTERSON IS OWNER AND OPERATOR OF PATS
 TS0312'RESORT.  HE HAS BOATS AND MOTORS FOR RENT.  PROCEED BY BOAT TO
 TS0312'THE SOUTH END OF THE LAKE A DISTANCE OF ABOUT 8.0 MILES.  A
 TS0312'BLAZED TRAIL LEADS SOUTH ALONG THE WEST SIDE OF SOUTH CREEK FROM
 TS0312'A POINT AT THE WEST SIDE OF THE SOUTH END OF THE LAKE WHERE A
 TS0312'LARGE SPRUCE LOG PROJECTS INTO THE WATER.  THERE IS A STEP CUT
 TS0312'INTO THE LOG.  PICK UP THE TRAIL HERE AND FOLLOW IT SOUTH
 TS0312'OVER LEVEL TERRAIN CROSSING SEVERAL SMALL STREAMS FOR A DISTANCE
 TS0312'OF ABOUT 1-1/4 MILES TO A FORK IN THE MAIN CREEK AT A SMALL ALDER
 TS0312'TREE ACROSS THE TRAIL WITH THE WORD WATER CARVED INTO THE BARK.
 TS0312'HERE THE TRAIL TO THE STATION LEAVES THE CREEK AND GOES
 TS0312'SOUTHWEST UP STEEP SLOPE WORKING UP THE HILL SOUTHWEST FOR ABOUT
 TS0312'1/2 MILE TO CREST OF RIDGE, THEN BEAR RIGHT, WEST, ALONG RIDGE
 TS0312'CREST THROUGH SECOND GROWTH AND UNDERBRUSH FOR 1/2 MILE TO
 TS0312'THE HIGHEST POINT AND STATION.  ABOUT A 2 HOUR PACK.
 TS0312'
 TS0312'THERE IS A SHELTER CABIN LOCATED AT THE WEST SIDE OF THE LAKE
 TS0312'ABOUT 1/4 MILE NORTH OF THE SOUTH END OF THE LAKE.
 TS0312'
 TS0312'THE STATION MARKS ARE STANDARD DISKS STAMPED BITE 1954.  THE
 TS0312'SURFACE MARK IS BRAZED ONTO THE TOP OF A 2-INCH SOIL PIPE WHICH
 TS0312'PROJECTS 7-INCHES.  THE UNDERGROUND DISK WAS SET IN AN IRREGULAR
 TS0312'MASS OF CONCRETE 36-INCHES BELOW THE SURFACE.
 TS0312'
 TS0312'REFERENCE MARK 1, A STANDARD DISK STAMPED BITE NO 1 1954 IS
 TS0312'BRAZED ONTO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 7-INCHES
 TS0312'ABOVE GROUND AND IS 15-INCHES LOWER THAN THE STATION.
 TS0312'
 TS0312'REFERENCE MARK 2, A STANDARD DISK STAMPED BITE NO 2 1954 IS
 TS0312'BRAZED ONTO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 5-INCHES
 TS0312'ABOVE GROUND AND IS 10-INCHES LOWER THAN THE STATION.
 TS0312'
 TS0312'THE AZIMUTH MARK, A STANDARD DISK STAMPED BITE 1954 IS BRAZED
 TS0312'ONTO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 8-INCHES.  THE
 TS0312'MARK IS LOCATED 3.5 MILES NORTH OF THE STATION, 30 FEET EAST OF THE
 TS0312'EAST SHORE LINE OF THE LAKE, ON A ALDER COVERED POINT ABOUT DUE
 TS0312'EAST OF TIVOLI ISLAND AND 1/4 MILE SOUTH OF A POINT WHERE REED
 TS0312'GRASS EXTENDS INTO THE LAKE.  NOTE--A TRAVERSE TIE WAS MADE TO
 TS0312'BITE USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0311 ***********************************************************************
 TS0311  DESIGNATION -  BITE USE 1954
 TS0311  PID         -  TS0311
 TS0311  STATE/COUNTY-  WA/CLALLAM
 TS0311  USGS QUAD   -  ALLENS BAY (1984)
 TS0311
 TS0311                         *CURRENT SURVEY CONTROL
 TS0311  ___________________________________________________________________
 TS0311* NAD 83(1991)-  48 01 05.59906(N)    124 37 38.79791(W)     ADJUSTED  
 TS0311* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 TS0311  ___________________________________________________________________
 TS0311  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 TS0311  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 TS0311
 TS0311  HORZ ORDER  -  SECOND
 TS0311
 TS0311.The horizontal coordinates were established by classical geodetic methods
 TS0311.and adjusted by the National Geodetic Survey in December 1991..
 TS0311
 TS0311.The orthometric height was scaled from a topographic map.
 TS0311
 TS0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0311
 TS0311.The geoid height was determined by GEOID03.
 TS0311
 TS0311;                    North         East     Units Scale Factor Converg.
 TS0311;SPC WA N     -   120,183.305   217,093.440   MT  0.99994376   -2 49 29.3
 TS0311;SPC WA N     -   394,301.39    712,247.39   sFT  0.99994376   -2 49 29.3
 TS0311;UTM  10      - 5,319,606.869   378,644.459   MT  0.99978096   -1 12 35.7
 TS0311
 TS0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0311!SPC WA N     -   0.99996143  x   0.99994376  =   0.99990519
 TS0311!UTM  10      -   0.99996143  x   0.99978096  =   0.99974239
 TS0311
 TS0311                          SUPERSEDED SURVEY CONTROL
 TS0311
 TS0311  NAD 83(1986)-  48 01 05.59614(N)    124 37 38.81278(W) AD(       ) 2
 TS0311  NAD 27      -  48 01 06.33800(N)    124 37 34.02600(W) AD(       ) 2
 TS0311
 TS0311.Superseded values are not recommended for survey control.
 TS0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0311.See file dsdata.txt to determine how the superseded data were derived.
 TS0311
 TS0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7864419607(NAD 83)
 TS0311_MARKER: Z = SEE DESCRIPTION
 TS0311_SETTING: 0 = UNSPECIFIED SETTING
 TS0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0311
 TS0311  HISTORY     - Date     Condition        Report By
 TS0311  HISTORY     - 1954     MONUMENTED       USE
 TS0311
 TS0311                          STATION DESCRIPTION
 TS0311
 TS0311'DESCRIBED BY US ENGINEERS 1954 (RAG)
 TS0311'THE STATION IS LOCATED ON THE SUMMIT OF A LOW TIMBERED RIDGE
 TS0311'WHICH LIES IN THE SOUTHWEST 1/4 SECTION 15, TOWNSHIP 29 NORTH,
 TS0311'RANGE 15 WEST, ABOUT 7.5 MILES NORTH OF LA PUSH, ABOUT 2.5 MILES
 TS0311'EAST OF THE COAST LINE AND ABOUT 1.5 MILES SOUTH OF THE SOUTH END
 TS0311'OF LAKE OZETTE.  IT IS 6.01 FEET OR 1.833 METERS WEST OF
 TS0311'TRIANGULATION STATION BITE.
 TS0311'
 TS0311'THE STATION IS A U.S. ARMY CORPS OF ENGINEERS MAP CONTROL STATION
 TS0311'MARK, UNSTAMPED, BRAZED TO THE TOP OF A 1 INCH BRASS PIPE WHICH
 TS0311'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2279 ***********************************************************************
 RC2279  DESIGNATION -  BL 2 NE CORNER
 RC2279  PID         -  RC2279
 RC2279  STATE/COUNTY-  WA/SKAMANIA
 RC2279  USGS QUAD   -  HOOD RIVER (1994)
 RC2279
 RC2279                         *CURRENT SURVEY CONTROL
 RC2279  ___________________________________________________________________
 RC2279* NAD 83(1991)-  45 43 45.40890(N)    121 31 30.37810(W)     ADJUSTED  
 RC2279* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 RC2279  ___________________________________________________________________
 RC2279  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 RC2279  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC2279
 RC2279  HORZ ORDER  -  THIRD
 RC2279
 RC2279.The horizontal coordinates were established by classical geodetic methods
 RC2279.and adjusted by the National Geodetic Survey in December 1991..
 RC2279
 RC2279.The orthometric height was scaled from a topographic map.
 RC2279
 RC2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2279
 RC2279.The geoid height was determined by GEOID03.
 RC2279
 RC2279;                    North         East     Units Scale Factor Converg.
 RC2279;SPC WA S     -    44,528.616   420,205.841   MT  1.00002521   -0 44 40.7
 RC2279;SPC WA S     -   146,090.97  1,378,625.33   sFT  1.00002521   -0 44 40.7
 RC2279;SPC OR N     -   229,711.699 2,420,212.340   MT  0.99994244   -0 43 37.2
 RC2279;SPC OR N     -   753,647.31  7,940,329.20   iFT  0.99994244   -0 43 37.2
 RC2279;UTM  10      - 5,065,027.152   614,759.913   MT  0.99976191   +1 03 22.4
 RC2279
 RC2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2279!SPC WA S     -   0.99999082  x   1.00002521  =   1.00001603
 RC2279!SPC OR N     -   0.99999082  x   0.99994244  =   0.99993326
 RC2279!UTM  10      -   0.99999082  x   0.99976191  =   0.99975273
 RC2279
 RC2279                          SUPERSEDED SURVEY CONTROL
 RC2279
 RC2279  NAD 83(1991)-  45 43 45.40890(N)    121 31 30.37810(W) AD(       ) 3
 RC2279  NAD 83(1986)-  45 43 45.42306(N)    121 31 30.38140(W) AD(       ) 3
 RC2279  NAD 27      -  45 43 45.99700(N)    121 31 26.12100(W) AD(       ) 3
 RC2279
 RC2279.Superseded values are not recommended for survey control.
 RC2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2279.See file dsdata.txt to determine how the superseded data were derived.
 RC2279
 RC2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1476065027(NAD 83)
 RC2279_MARKER: Z = SEE DESCRIPTION
 RC2279_SETTING: 0 = UNSPECIFIED SETTING
 RC2279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2279
 RC2279  HISTORY     - Date     Condition        Report By
 RC2279  HISTORY     - 1939     MONUMENTED       USE
 RC2279  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2279  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RC2279  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RC2279  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2279
 RC2279                          STATION DESCRIPTION
 RC2279
 RC2279'DESCRIBED BY US ENGINEERS 1939 (WMS)
 RC2279'STATION IS AT UNDERWOOD, WASHINGTON, ON THE N BANK OF THE COLUMBIA
 RC2279'RIVER, ON THE N EDGE OF THE PAVEMENT OF WASHINGTON STATE ROAD 8,
 RC2279'ABOUT 30 METERS E OF ITS INTERSECTION WITH OLD HIGHWAY U.S. 830,
 RC2279'AND MARKED BY A U.S.E. BRONZE DISK, SET FLUSH WITH THE PAVEMENT.
 RC2279'
 RC2279'REFERENCE MARK NO.1 IS A STANDARD REFERENCE MARK DISK SET IN
 RC2279'4-INCH CAST-IRON SOIL PIPE.
 RC2279'
 RC2279'REFERENCE MARK NO.2, IS A STANDARD BRONZE DISK IN A BOULDER, AS
 RC2279'DESCRIBED IN NOTE 12C.  IT BEARS 344 DEG MAGNETIC FROM STATION.
 RC2279'
 RC2279'NOTE.--REFERENCE MARK NO.1 IS THE OCCUPIED ECCENTRIC POINT FOR
 RC2279'ABOVE STATION.
 RC2279
 RC2279                          STATION RECOVERY (1948)
 RC2279
 RC2279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2279'STATION MARK IS IN FAIR CONDITION.  R.M. 1 IN EXCELLENT
 RC2279'CONDITION.  R.M. 2 COULD NOT BE FOUND.
 RC2279'
 RC2279'STATION IS ON THE N BANK OF THE COLUMBIA RIVER AT UNDERWOOD ON
 RC2279'THE N EDGE OF THE PAVEMENT OF U.S. HIGHWAY 830, APPROXIMATELY 30
 RC2279'METERS E OF ITS INTERSECTION WITH PAVED ROAD LEADING TO N TO A
 RC2279'GENERAL MERCHANDISE STORE AND ALONG THE W SHORE OF THE SALMON
 RC2279'RIVER.  STATION MARK IS A U.S.E. BRONZE DISK SET FLUSH WITH THE
 RC2279'SURFACE OF THE PAVEMENT, STAMPED N.E. COR B L 2 1939.  ONE
 RC2279'CORNER OF THE BRONZE DISK IS WELL WORN OFF.
 RC2279'
 RC2279'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE IN THE
 RC2279'TOP OF 4-INCH CAST IRON SOIL PIPE 46.254 METERS OR 151.75 FEET NE OF
 RC2279'THE STATION, STAMPED N.E. COR,B L 2 NO.1 1939.  IT IS ABOUT
 RC2279'2-1/2 FEET N OF THE HIGHWAY GUARD RAIL FENCE.  IT PROJECTS ABOUT
 RC2279'6 INCHES ABOVE THE SURFACE OF THE GROUND.  REFERENCE MARK 2 COULD
 RC2279'NOT BE FOUND, HOWEVER LITTLE TIME WAS SPENT IN THE SEARCH AND IT
 RC2279'IS BELIEVED THAT THE MARK IS STILL IN PLACE.
 RC2279'
 RC2279'NOTE--REFERENCE MARK 1 WAS THE OCCUPIED ECCENTRIC POINT FOR THE
 RC2279'ABOVE STATION.
 RC2279'
 RC2279'THE 1939 DISTANCE WAS CHECKED BUT NO CHECK WAS MADE ON THE
 RC2279'DIRECTION AT THIS TIME.
 RC2279
 RC2279                          STATION RECOVERY (1956)
 RC2279
 RC2279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EEJ)
 RC2279'THE STATION AND REFERENCE MARK 2 WERE SEARCHED FOR BUT NOT
 RC2279'RECOVERED.  THE AREA HAS BEEN RESURFACED WITH ASPHALT, AND THE
 RC2279'MARKS MAY HAVE BEEN DESTROYED OR BURIED.  REFERENCE MARK 1 WAS
 RC2279'RECOVERED IN GOOD CONDITION AND AS DESCRIBED ON PAGE 24.
 RC2279
 RC2279                          STATION RECOVERY (1957)
 RC2279
 RC2279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2279'REFERENCE MARK 1 (THE OCCUPIED ECCENTRIC POINT) WAS RECOVERED AS
 RC2279'DESCRIBED BY W.H.B. IN 1948.  THE STATION MARK WAS NOT FOUND BUT WAS
 RC2279'NOT SEARCHED FOR THOROUGHLY.  IT IS BELIEVED THAT IT MAY NOW BE
 RC2279'COVERED BY THE ROAD SURFACING.  REFERENCE MARK 2, NOT RECOVERED
 RC2279'PREVIOUSLY, WAS NOT FOUND.
 RC2279
 RC2279                          STATION RECOVERY (1959)
 RC2279
 RC2279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2279'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  STATION MARK
 RC2279'AND REFERENCE MARK 2 WERE SEARCHED FOR BUT NOT FOUND.  DISTANCE TO
 RC2279'STATION MARK WAS LAID OFF ALONG DIRECTION FROM REFERENCE MARK 1,
 RC2279'AND THE POINT LOCATED WAS IN A PAVED AREA.  FOLLOWING DIRECTIONS
 RC2279'OF OLD DESCRIPTION, THE PROBABLY LOCATION OF REFERENCE MARK 2 IS
 RC2279'IN AN AREA WHERE A NEW GAS STATION HAS BEEN BUILT.  BOTH THE
 RC2279'STATION MARK AND REFERENCE MARK 2 ARE PRESUMED LOST.  NEW
 RC2279'DESCRIPTION FOR REFERENCE MARK 1 FOLLOWS--
 RC2279'
 RC2279'REFERENCE MARK 1 IS ON THE NORTH BANK OF THE COLUMBIA RIVER AT
 RC2279'UNDERWOOD, WASHINGTON, IT IS WEST OF THE WEST END OF THE WHITE
 RC2279'SALMON RIVER BRIDGE, ABOUT 55 FEET EAST OF THE JUNCTION OF
 RC2279'U.S. HIGHWAY 830 AND THE PAVED ROAD LEADING NORTH TO WILLARD, AND
 RC2279'25 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 830.  REFERENCE
 RC2279'MARK 1 IS A STANDARD DISK SET IN CONCRETE IN THE TOP OF A 4-INCH
 RC2279'CAST IRON SOIL PIPE, STAMPED NE COR, B L 2 NO 1 1939.  IT IS
 RC2279'ABOUT 2-1/2 FEET NORTH OF THE HIGHWAY GUARD RAIL, ABOUT 1 FOOT
 RC2279'SOUTH OF A WHITE WITNESS POST, AND PROJECTS ABOUT 6 INCHES
 RC2279'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2684 ***********************************************************************
 SC2684  DESIGNATION -  BLACK
 SC2684  PID         -  SC2684
 SC2684  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2684  USGS QUAD   -  HOQUIAM (1994)
 SC2684
 SC2684                         *CURRENT SURVEY CONTROL
 SC2684  ___________________________________________________________________
 SC2684* NAD 83(1991)-  46 56 36.14684(N)    123 53 22.53130(W)     ADJUSTED  
 SC2684* NAVD 88     -                                                        
 SC2684  ___________________________________________________________________
 SC2684  LAPLACE CORR-          13.01  (seconds)                    DEFLEC99
 SC2684  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 SC2684
 SC2684  HORZ ORDER  -  THIRD
 SC2684
 SC2684.The horizontal coordinates were established by classical geodetic methods
 SC2684.and adjusted by the National Geodetic Survey in December 1991..
 SC2684
 SC2684
 SC2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2684
 SC2684.The geoid height was determined by GEOID03.
 SC2684
 SC2684;                    North         East     Units Scale Factor Converg.
 SC2684;SPC WA S     -   184,502.305   242,025.369   MT  0.99993413   -2 27 43.9
 SC2684;SPC WA S     -   605,321.31    794,044.90   sFT  0.99993413   -2 27 43.9
 SC2684;UTM  10      - 5,199,255.565   432,297.013   MT  0.99965634   -0 39 00.1
 SC2684
 SC2684                          SUPERSEDED SURVEY CONTROL
 SC2684
 SC2684  NAD 83(1986)-  46 56 36.14161(N)    123 53 22.53032(W) AD(       ) 4
 SC2684  NAD 27      -  46 56 36.82000(N)    123 53 17.93000(W) AD(       ) 3
 SC2684
 SC2684.Superseded values are not recommended for survey control.
 SC2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2684.See file dsdata.txt to determine how the superseded data were derived.
 SC2684
 SC2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3229799256(NAD 83)
 SC2684
 SC2684  HISTORY     - Date     Condition        Report By
 SC2684  HISTORY     - UNK      MONUMENTED
 SC2684  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2684
 SC2684                          STATION DESCRIPTION
 SC2684
 SC2684'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2684'THIS STATION WAS NOT RECOVERED.
 SC2684'
 SC2684'THIS UNDESCRIBED STATION COULD NOT BE IDENTIFIED EVEN IF IT STILL
 SC2684'EXISTS.
 SC2684'
 SC2684'NO SEARCH WAS MADE FOR THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1635 ***********************************************************************
 RZ1635  DESIGNATION -  BLACK
 RZ1635  PID         -  RZ1635
 RZ1635  STATE/COUNTY-  WA/ASOTIN
 RZ1635  USGS QUAD   -  BLACK BUTTE (1971)
 RZ1635
 RZ1635                         *CURRENT SURVEY CONTROL
 RZ1635  ___________________________________________________________________
 RZ1635* NAD 83(1991)-  46 00 27.02049(N)    117 07 04.87603(W)     ADJUSTED  
 RZ1635* NAVD 88     -      1260.7    (meters)    4136.     (feet)  VERTCON   
 RZ1635  ___________________________________________________________________
 RZ1635  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 RZ1635  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 RZ1635
 RZ1635  HORZ ORDER  -  FIRST
 RZ1635
 RZ1635.The horizontal coordinates were established by classical geodetic methods
 RZ1635.and adjusted by the National Geodetic Survey in December 1991..
 RZ1635
 RZ1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1635
 RZ1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1635
 RZ1635.The geoid height was determined by GEOID03.
 RZ1635
 RZ1635;                    North         East     Units Scale Factor Converg.
 RZ1635;SPC WA S     -    80,548.884   761,854.415   MT  0.99996506   +2 27 24.0
 RZ1635;SPC WA S     -   264,267.46  2,499,517.36   sFT  0.99996506   +2 27 24.0
 RZ1635;SPC OR N     -   265,610.803 2,761,867.823   MT  1.00000192   +2 23 54.4
 RZ1635;SPC OR N     -   871,426.52  9,061,246.14   iFT  1.00000192   +2 23 54.4
 RZ1635;SPC ID W     -   483,184.570   694,050.303   MT  1.00007128   -0 59 03.4
 RZ1635;UTM  11      - 5,094,888.197   490,862.588   MT  0.99960103   -0 05 05.7
 RZ1635
 RZ1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1635!SPC WA S     -   0.99980512  x   0.99996506  =   0.99977019
 RZ1635!SPC OR N     -   0.99980512  x   1.00000192  =   0.99980704
 RZ1635!SPC ID W     -   0.99980512  x   1.00007128  =   0.99987638
 RZ1635!UTM  11      -   0.99980512  x   0.99960103  =   0.99940623
 RZ1635
 RZ1635|---------------------------------------------------------------------|
 RZ1635| PID    Reference Object                     Distance      Geod. Az  |
 RZ1635|                                                           dddmmss.s |
 RZ1635| CF4516 BLACK RM 1                            4.948 METERS 01532     |
 RZ1635| RZ1634 BLACK BUTTE USGS CAIRN 1945          49.300 METERS 20354     |
 RZ1635| RA1125 LINE                                APPROX. 1.6 KM 2283144.3 |
 RZ1635| CF4517 BLACK RM 2                            5.411 METERS 26439     |
 RZ1635|---------------------------------------------------------------------|
 RZ1635
 RZ1635                          SUPERSEDED SURVEY CONTROL
 RZ1635
 RZ1635  NAD 83(1991)-  46 00 27.02050(N)    117 07 04.87604(W) AD(       ) 1
 RZ1635  NAD 83(1986)-  46 00 27.02544(N)    117 07 04.87395(W) AD(       ) 1
 RZ1635  NAD 27      -  46 00 27.48183(N)    117 07 01.32151(W) AD(       ) 1
 RZ1635  NGVD 29 (07/19/86) 1259.6    (m)         4133.     (f) VERT ANG       
 RZ1635
 RZ1635.Superseded values are not recommended for survey control.
 RZ1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1635.See file dsdata.txt to determine how the superseded data were derived.
 RZ1635
 RZ1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML9086394888(NAD 83)
 RZ1635_MARKER: DS = TRIANGULATION STATION DISK
 RZ1635_SETTING: 80 = SET IN A BOULDER
 RZ1635_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RZ1635
 RZ1635  HISTORY     - Date     Condition        Report By
 RZ1635  HISTORY     - 1945     MONUMENTED       CGS
 RZ1635
 RZ1635                          STATION DESCRIPTION
 RZ1635
 RZ1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ1635'STATION IS LOCATED ABOUT 9 MILES S OF ANATONE, 12 MILES NE OF
 RZ1635'FLORA, OREGON, 16 MILES ENE OF TROY, OREGON, ON THE SUMMIT OF A
 RZ1635'KNOLL ALONG THE LONG HIGH NARROW RIDGE BETWEEN THE GRANDE RONDE
 RZ1635'RIVER ON THE N AND JOSEPH CREEK ON THE S.  THE KNOLL IS KNOWN AS
 RZ1635'BLACK BUTTE AND IS THE MOST E HIGH POINT OF THE RIDGE.  ITS E
 RZ1635'SLOPE DROPS SHARPLY TO THE CONFLUENCE OF THE TWO STREAMS.
 RZ1635'
 RZ1635'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN A
 RZ1635'LARGE BOULDER ALONG THE CREST OF THE RIDGE, 49.30 METERS NNE OF
 RZ1635'A LARGE CAIRN ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY AND CALLED
 RZ1635'BLACK BUTTE.  THE MARK IS STAMPED BLACK 1945.
 RZ1635'
 RZ1635'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 RZ1635'IN A 3- BY 4-1/2-FOOT BOULDER THAT PROJECTS ABOUT 2 FEET.  IT IS
 RZ1635'LOCATED ALONG THE N SHOULDER OF THE RIDGE AND IS STAMPED BLACK
 RZ1635'NO 1 1945.  IT IS 1 FOOT LOWER THAN THE STATION.
 RZ1635'
 RZ1635'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 RZ1635'IN A 2-1/2-BY 2-1/2-FOOT BOULDER THAT PROJECTS ABOUT 2-1/2
 RZ1635'FEET.  THE BOULDER IS ALONG THE CREST OF THE RIDGE AND THE MARK
 RZ1635'IS LEVEL WITH THE STATION.  IT IS STAMPED BLACK NO 2 1945.
 RZ1635'
 RZ1635'AN INTERSECTION STATION, LINE, SERVES AS AN AZIMUTH MARK FOR THE
 RZ1635'STATION.  IT IS A BRONZE STATION DISK SET IN A DRILL HOLE IN AN
 RZ1635'OUTCROP OF FLAT ROCK THAT PROJECTS ABOUT 4 INCHES.  THE MARK IS
 RZ1635'4.32 METERS SW OF A CAIRN (WASHINGTON-OREGON BOUNDARY MONUMENT),
 RZ1635'7.70 METERS W OF A WIRE FENCE CORNER, 10.90 METERS SE OF A GATE
 RZ1635'POST, AND STAMPED LINE 1945.
 RZ1635'
 RZ1635'TO REACH THE STATION FROM FLORA, OREGON, GO E ON THE ROAD TOWARDS
 RZ1635'ENTERPRISE FOR 2 MILES TO FLORA JUNCTION.  TURN LEFT (N) AND
 RZ1635'FOLLOW THE MAIN TRAVELED ROAD TO PARADISE FOR 5 MILES TO THE
 RZ1635'ABANDONED VILLAGE OF PARADISE AND SIGN RYE RIDGE AT ROAD
 RZ1635'FORKS.  TURN RIGHT (E) AT FORKS AND FOLLOW THE MAIN TRAVELED ROAD
 RZ1635'FOR 0.9 MILE TO A Y-INTERSECTION NEAR A SMALL SCHOOLHOUSE.  TURN
 RZ1635'RIGHT AND FOLLOW THE MAIN TRAVELED ROAD E FOR 1.55 MILES TO A
 RZ1635'CATTLE GUARD.  TURN RIGHT AND FOLLOW THE TRACK ROAD E AND N FOR
 RZ1635'0.95 MILE TO A CATTLE GUARD AT THE N END OF A FARM LANE.  PASS
 RZ1635'OVER CATTLE GUARD AND GO 0.4 MILE TO A FORK.  TAKE THE RIGHT
 RZ1635'FORK (N AND E) AND GO 0.35 MILE TO A ROAD LEFT (N) AT A FENCE
 RZ1635'CORNER.  TURN LEFT AND FOLLOW THE MAIN TRACK ROAD N AND E FOR
 RZ1635'2.05 MILES TO A GATE IN THE TRACK ROAD ABOUT 100 YARDS N OF
 RZ1635'THE ENTRANCE TO A SMALL RANCH.  PASS THROUGH GATE AND
 RZ1635'CONTINUE ON MAIN TRACK ROAD FOR 0.95 MILE TO A WIRE GATE.  PASS
 RZ1635'THROUGH GATE AND CONTINUE TRACK ROAD 0.35 MILE THROUGH
 RZ1635'BARNYARD AND PASTURE TO A GATE ALONG THE S SIDE OF A CULTIVATED
 RZ1635'FIELD.  CONTINUE ON THE TRACK ROAD E AND N AROUND EDGE OF FIELD
 RZ1635'FOR 0.55 MILE TO A GATE IN A WIRE FENCE NEAR A LARGE CAIRN AND
 RZ1635'SITE OF THE AZIMUTH MARK (STATION LINE).  FROM THIS POINT
 RZ1635'PACK E, FOLLOWING CATTLE TRAILS, AROUND THE S SIDE OF A HIGH
 RZ1635'ROUNDED KNOLL TO THE SUMMIT OF A ROCKY BUTTE AND STATION SITE NEAR
 RZ1635'CAIRN (ABOUT 1.5 MILES FROM THE END OF TRUCK TRAVEL).  PACK REQUIRES
 RZ1635'ABOUT 1 HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1880 ***********************************************************************
 SA1880  DESIGNATION -  BLACK
 SA1880  PID         -  SA1880
 SA1880  STATE/COUNTY-  WA/WALLA WALLA
 SA1880  USGS QUAD   -  AYER (1981)
 SA1880
 SA1880                         *CURRENT SURVEY CONTROL
 SA1880  ___________________________________________________________________
 SA1880* NAD 83(1991)-  46 33 35.27719(N)    118 16 39.93434(W)     ADJUSTED  
 SA1880* NAVD 88     -       365.2    (meters)    1198.     (feet)  VERTCON   
 SA1880  ___________________________________________________________________
 SA1880  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 SA1880  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 SA1880
 SA1880  HORZ ORDER  -  SECOND
 SA1880
 SA1880.The horizontal coordinates were established by classical geodetic methods
 SA1880.and adjusted by the National Geodetic Survey in December 1991..
 SA1880
 SA1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1880
 SA1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1880
 SA1880.The geoid height was determined by GEOID03.
 SA1880
 SA1880;                    North         East     Units Scale Factor Converg.
 SA1880;SPC WA S     -   138,721.339   670,360.756   MT  0.99991469   +1 36 51.2
 SA1880;SPC WA S     -   455,121.59  2,199,341.91   sFT  0.99991469   +1 36 51.2
 SA1880;UTM  11      - 5,157,041.078   402,063.071   MT  0.99971790   -0 55 40.2
 SA1880
 SA1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1880!SPC WA S     -   0.99994601  x   0.99991469  =   0.99986071
 SA1880!UTM  11      -   0.99994601  x   0.99971790  =   0.99966393
 SA1880
 SA1880:                Primary Azimuth Mark                     Grid Az
 SA1880:SPC WA S     -  BLACK AZ MK                              070 50 44.3
 SA1880:UTM  11      -  BLACK AZ MK                              073 23 15.7
 SA1880
 SA1880|---------------------------------------------------------------------|
 SA1880| PID    Reference Object                     Distance      Geod. Az  |
 SA1880|                                                           dddmmss.s |
 SA1880| CF4518 BLACK AZ MK                                        0722735.5 |
 SA1880| CF4519 BLACK RM 1                            8.351 METERS 20409     |
 SA1880| CF4520 BLACK RM 2                           10.928 METERS 28207     |
 SA1880| SA1884 PERRY                               APPROX. 3.5 KM 3413936.9 |
 SA1880|---------------------------------------------------------------------|
 SA1880
 SA1880                          SUPERSEDED SURVEY CONTROL
 SA1880
 SA1880  NAD 83(1986)-  46 33 35.28598(N)    118 16 39.92577(W) AD(       ) 2
 SA1880  NAD 27      -  46 33 35.77200(N)    118 16 36.03700(W) AD(       ) 2
 SA1880  NGVD 29 (07/19/86)  364.2    (m)         1195.     (f) VERT ANG       
 SA1880
 SA1880.Superseded values are not recommended for survey control.
 SA1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1880.See file dsdata.txt to determine how the superseded data were derived.
 SA1880
 SA1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0206357041(NAD 83)
 SA1880_MARKER: DS = TRIANGULATION STATION DISK
 SA1880_SETTING: 66 = SET IN ROCK OUTCROP
 SA1880_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SA1880
 SA1880  HISTORY     - Date     Condition        Report By
 SA1880  HISTORY     - 1946     MONUMENTED       CGS
 SA1880  HISTORY     - 1947     GOOD             USGS
 SA1880  HISTORY     - 1960     GOOD             CGS
 SA1880  HISTORY     - 19890406 GOOD             LOCSUR
 SA1880
 SA1880                          STATION DESCRIPTION
 SA1880
 SA1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SA1880'STATION IS LOCATED ABOUT 7 MILES W AND 2-3/4 MILES N OF STARBUCK,
 SA1880'3 MILES SW OF LYONS FERRY, AND ABOUT 3/4 MILE NW OF A GRADED ROAD,
 SA1880'ON A ROCKY KNOLL IN PASTURE LAND.
 SA1880'
 SA1880'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN BEDROCK
 SA1880'PROJECTING ABOUT 1 FOOT AND IS IN ABOUT THE CENTER OF THE
 SA1880'KNOLL.  DISK IS STAMPED BLACK 1946.
 SA1880'
 SA1880'TO REACH THE STATION FROM THE GRAIN ELEVATOR IN STARBUCK, GO
 SA1880'NW ON GRAVELED ROAD FOR 2.0 MILES TO FORKS AND SIGN LYONS FERRY,
 SA1880'TURN LEFT, CROSSING RAILROAD TRACKS AND BRIDGE, AND CONTINUE FOR
 SA1880'2.0 MILES TO FORKS AND SIGN LYONS FERRY, TURN RIGHT AS PER LYONS
 SA1880'FERRY AND CONTINUE FOR 0.2 MILE TO FORKS, KEEP RIGHT FORK FOR
 SA1880'2.3 MILES TO A FORKS, KEEP LEFT FORK FOR 1.7 MILES TO A T-ROAD,
 SA1880'CONTINUE STRAIGHT AHEAD FOR 1.3 MILES TO A FIELD ROAD RIGHT
 SA1880'JUST AFTER CROSSING A WHITE WOODEN BRIDGE, TURN RIGHT ONTO
 SA1880'FIELD ROAD AND THROUGH GATE AND CONTINUE FOR 1.0 MILE TO SUMMIT
 SA1880'OF RIDGE.  AT SUMMIT OF RIDGE, TURN RIGHT OFF ROAD AND CONTINUE
 SA1880'CROSS COUNTRY NE FOR 0.5 MILE TO ROCKY KNOLL AND STATION.
 SA1880'
 SA1880'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 SA1880'IN BEDROCK PROJECTING ABOUT 1 FOOT.  IT IS ABOUT 2 FEET LOWER
 SA1880'THAN THE STATION AND IS STAMPED BLACK 1946 NO 1.
 SA1880'
 SA1880'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 SA1880'IN BEDROCK PROJECTING ABOUT 1 FOOT.  IT IS 1-1/2 FEET LOWER
 SA1880'THAN THE STATION AND IS STAMPED BLACK 1946 NO 2.
 SA1880'
 SA1880'AZIMUTH MARK IS A BRONZE DISK SET IN BEDROCK, IN A SMALL GROUP
 SA1880'OF BEDROCK, ABOUT 0.2 MILE ENE OF THE STATION.  THE DISK IS STAMPED
 SA1880'BLACK 1946.
 SA1880
 SA1880                          STATION RECOVERY (1947)
 SA1880
 SA1880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 SA1880'RECOVERED IN GOOD CONDITION.
 SA1880
 SA1880                          STATION RECOVERY (1960)
 SA1880
 SA1880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SA1880'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 SA1880'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND FOUND
 SA1880'TO BE, NO. 1 27.32 FEET - 8.329 METERS, AND NO. 2
 SA1880'35.85 FEET - 10.928 METERS.  DESCRIPTION BY J.T.J. IN 1946
 SA1880'ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.
 SA1880'
 SA1880'STATION MAY BE REACHED FROM THE DE RUWE RANCH BY GOING ABOUT
 SA1880'1.0 MILE NORTHWEST AND SOUTHWEST TO A CATTLE GUARD AND ROAD ON
 SA1880'LEFT, TURN LEFT GO ABOUT 0.5 MILE WEST TO A ROCKY KNOLL ON RIGHT.
 SA1880
 SA1880                          STATION RECOVERY (1989)
 SA1880
 SA1880'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (PT)
 SA1880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2011 ***********************************************************************
 SA2011  DESIGNATION -  BLACK
 SA2011  PID         -  SA2011
 SA2011  STATE/COUNTY-  WA/BENTON
 SA2011  USGS QUAD   -  WALLULA (1992)
 SA2011
 SA2011                         *CURRENT SURVEY CONTROL
 SA2011  ___________________________________________________________________
 SA2011* NAD 83(1991)-  46 05 39.04169(N)    118 57 49.40940(W)     ADJUSTED  
 SA2011* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 SA2011  ___________________________________________________________________
 SA2011  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 SA2011  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SA2011
 SA2011  HORZ ORDER  -  SECOND
 SA2011
 SA2011.The horizontal coordinates were established by classical geodetic methods
 SA2011.and adjusted by the National Geodetic Survey in December 1991..
 SA2011
 SA2011.The orthometric height was scaled from a topographic map.
 SA2011
 SA2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2011
 SA2011.The geoid height was determined by GEOID03.
 SA2011
 SA2011;                    North         East     Units Scale Factor Converg.
 SA2011;SPC WA S     -    85,724.605   618,789.553   MT  0.99995107   +1 06 57.4
 SA2011;SPC WA S     -   281,248.14  2,030,145.39   sFT  0.99995107   +1 06 57.4
 SA2011;SPC OR N     -   270,892.516 2,618,798.725   MT  1.00002532   +1 05 22.2
 SA2011;SPC OR N     -   888,754.97  8,591,859.33   iFT  1.00002532   +1 05 22.2
 SA2011;UTM  11      - 5,106,385.973   348,203.522   MT  0.99988326   -1 24 54.3
 SA2011
 SA2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2011!SPC WA S     -   0.99998787  x   0.99995107  =   0.99993895
 SA2011!SPC OR N     -   0.99998787  x   1.00002532  =   1.00001319
 SA2011!UTM  11      -   0.99998787  x   0.99988326  =   0.99987114
 SA2011
 SA2011                          SUPERSEDED SURVEY CONTROL
 SA2011
 SA2011  NAD 83(1991)-  46 05 39.04199(N)    118 57 49.40920(W) AD(       ) 2
 SA2011  NAD 83(1986)-  46 05 39.04829(N)    118 57 49.40208(W) AD(       ) 2
 SA2011  NAD 27      -  46 05 39.55900(N)    118 57 45.39000(W) AD(       ) 2
 SA2011
 SA2011.Superseded values are not recommended for survey control.
 SA2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2011.See file dsdata.txt to determine how the superseded data were derived.
 SA2011
 SA2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4820406386(NAD 83)
 SA2011_MARKER: Z = SEE DESCRIPTION
 SA2011_SETTING: 0 = UNSPECIFIED SETTING
 SA2011_STAMPING: BLACK 1947
 SA2011_MARK LOGO: USE   
 SA2011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2011
 SA2011  HISTORY     - Date     Condition        Report By
 SA2011  HISTORY     - 1947     MONUMENTED       USE
 SA2011  HISTORY     - 1964     SEE DESCRIPTION  USGS
 SA2011
 SA2011                          STATION DESCRIPTION
 SA2011
 SA2011'DESCRIBED BY US ENGINEERS 1947 (WRG)
 SA2011'STATION IS LOCATED ABOUT 10.7 MILES SOUTHEAST FROM KENNEWICK,
 SA2011'WASH. ALONG WEST BANK OF COLUMBIA RIVER BETWEEN RIVER AND SP AND S
 SA2011'R.R.
 SA2011'
 SA2011'TO REACH FROM 3RD AVE. AND WASHINGTON ST. IN KENNEWICK, WASH, GO
 SA2011'SOUTHEAST ALONG 3RD. AVE. AND OIL ROAD 4.65 MILES TO T INTERSECTION
 SA2011'(OIL ROAD AND GRAVEL ROAD) CONTINUE SOUTHEAST ALONG GRAVEL ROAD ON
 SA2011'SOUTHWEST BANK OF COLUMBIA RIVER ABOUT 6.55 MILES TO T
 SA2011'INTERSECTION (GRAVEL ROAD WEST TO HOVER AND ROAD ALONG RIVER)
 SA2011'CONTINUE SOUTHEAST ALONG RIVER ROAD 1.3 MILES TO STATION.
 SA2011'
 SA2011'ABOUT 130 FT NORTHEAST FROM SP AND S R.R.  ABOUT 55 FT SOUTHWEST
 SA2011'FROM GRAVEL ROAD.  A STANDARD BRONZE DISK SET IN CONCRETE MONUMENT
 SA2011'STAMPED BLACK 1947.
 SA2011
 SA2011                          STATION RECOVERY (1964)
 SA2011
 SA2011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SA2011'STATION WAS NOT RECOVERED.  IT HAS BEEN FLOODED BY THE RESERVOIR
 SA2011'BEHIND MC NARY DAM ON THE COLUMBIA RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2580 ***********************************************************************
 TR2580  DESIGNATION -  BLACK
 TR2580  PID         -  TR2580
 TR2580  STATE/COUNTY-  WA/WHATCOM
 TR2580  USGS QUAD   -  MAPLE FALLS (1994)
 TR2580
 TR2580                         *CURRENT SURVEY CONTROL
 TR2580  ___________________________________________________________________
 TR2580* NAD 83(1991)-  48 59 07.94712(N)    122 01 08.96623(W)     ADJUSTED  
 TR2580* NAVD 88     -      1521.     (meters)    4990.     (feet)  SCALED    
 TR2580  ___________________________________________________________________
 TR2580  LAPLACE CORR-          18.44  (seconds)                    DEFLEC99
 TR2580  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 TR2580
 TR2580  HORZ ORDER  -  THIRD
 TR2580
 TR2580.The horizontal coordinates were established by classical geodetic methods
 TR2580.and adjusted by the National Geodetic Survey in December 1991..
 TR2580
 TR2580.The orthometric height was scaled from a topographic map.
 TR2580
 TR2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2580
 TR2580.The geoid height was determined by GEOID03.
 TR2580
 TR2580;                    North         East     Units Scale Factor Converg.
 TR2580;SPC WA N     -   221,440.121   413,204.489   MT  1.00005723   -0 52 58.3
 TR2580;SPC WA N     -   726,508.13  1,355,655.06   sFT  1.00005723   -0 52 58.3
 TR2580;UTM  10      - 5,426,311.923   571,761.595   MT  0.99966326   +0 44 24.4
 TR2580
 TR2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2580!SPC WA N     -   0.99976466  x   1.00005723  =   0.99982188
 TR2580!UTM  10      -   0.99976466  x   0.99966326  =   0.99942800
 TR2580
 TR2580:                Primary Azimuth Mark                     Grid Az
 TR2580:SPC WA N     -  VEDDER                                   347 20 48.4
 TR2580:UTM  10      -  VEDDER                                   345 43 25.7
 TR2580
 TR2580|---------------------------------------------------------------------|
 TR2580| PID    Reference Object                     Distance      Geod. Az  |
 TR2580|                                                           dddmmss.s |
 TR2580| TR2520 VEDDER                              APPROX. 7.8 KM 3462750.1 |
 TR2580|---------------------------------------------------------------------|
 TR2580
 TR2580                          SUPERSEDED SURVEY CONTROL
 TR2580
 TR2580  NAD 83(1986)-  48 59 07.95352(N)    122 01 08.96727(W) AD(       ) 3
 TR2580
 TR2580.Superseded values are not recommended for survey control.
 TR2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2580.See file dsdata.txt to determine how the superseded data were derived.
 TR2580
 TR2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV7176226312(NAD 83)
 TR2580_MARKER: DD = SURVEY DISK
 TR2580_SETTING: 0 = UNSPECIFIED SETTING
 TR2580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2580
 TR2580  HISTORY     - Date     Condition        Report By
 TR2580  HISTORY     - 1935     MONUMENTED       IBC
 TR2580
 TR2580                          STATION DESCRIPTION
 TR2580
 TR2580'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1935 (GTP)
 TR2580'ON THE SUMMIT AT THE NORTH END OF BLACK MOUNTAIN, ABOUT 5 MILES
 TR2580'SOUTHWEST OF CULTUS LAKE.  THERE IS NO TRAIL UP THIS MOUNTAIN.  IN
 TR2580'1935 IT WAS ASCENDED FROM THE RIDGE WHICH EXTENDS TOWARD INTERNATIONAL
 TR2580'BOUNDARY MONUMENT 44.  THE MOUNTAIN SIDE HAS BEEN BURNED OVER ABOUT
 TR2580'HALF WAY TO THE TOP, AND THE DEAD TREES WHICH HAVE FALLEN OVER MAKE
 TR2580'THAT PART OF THE CLIMB DIFFICULT.  ELEVATION, ABOUT 5000 FEET.
 TR2580'
 TR2580'STATION MARK--A NAIL IN A WOODEN HUB COVERED BY A PILE OF STONES.
 TR2580'STATION---BLACK---IN THIS VICINITY, ESTABLISHED IN 1906 AND MARKED BY
 TR2580'A BRONZE DISK, WAS NOT RECOVERED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2063 ***********************************************************************
 TR2063  DESIGNATION -  BLACK 2
 TR2063  PID         -  TR2063
 TR2063  STATE/COUNTY-  WA/SAN JUAN
 TR2063  USGS QUAD   -  BLAKELY ISLAND (1994)
 TR2063
 TR2063                         *CURRENT SURVEY CONTROL
 TR2063  ___________________________________________________________________
 TR2063* NAD 83(1991)-  48 32 45.00832(N)    122 45 56.74320(W)     ADJUSTED  
 TR2063* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2063  ___________________________________________________________________
 TR2063  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 TR2063  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 TR2063
 TR2063  HORZ ORDER  -  SECOND
 TR2063
 TR2063.The horizontal coordinates were established by classical geodetic methods
 TR2063.and adjusted by the National Geodetic Survey in December 1991..
 TR2063
 TR2063.The orthometric height was scaled from a topographic map.
 TR2063
 TR2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2063
 TR2063.The geoid height was determined by GEOID03.
 TR2063
 TR2063;                    North         East     Units Scale Factor Converg.
 TR2063;SPC WA N     -   173,664.709   357,338.845   MT  0.99997014   -1 26 19.4
 TR2063;SPC WA N     -   569,764.97  1,172,369.19   sFT  0.99997014   -1 26 19.4
 TR2063;UTM  10      - 5,376,996.970   517,287.983   MT  0.99960367   +0 10 32.0
 TR2063
 TR2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2063!SPC WA N     -   1.00000308  x   0.99997014  =   0.99997322
 TR2063!UTM  10      -   1.00000308  x   0.99960367  =   0.99960675
 TR2063
 TR2063|---------------------------------------------------------------------|
 TR2063| PID    Reference Object                     Distance      Geod. Az  |
 TR2063|                                                           dddmmss.s |
 TR2063| CF7594 BLACK 2 RM 1                          3.760 METERS 01351     |
 TR2063| TR2064 BLACK ROCK BEACON 1939                2.449 METERS 03756     |
 TR2063| TR1967 STRAWBERRY BAY CANNERY N GABLE      APPROX. 3.9 KM 0565451.7 |
 TR2063| TR1966 REEF POINT                          APPROX. 3.3 KM 0994037.0 |
 TR2063| CF7595 BLACK 2 RM 2                          4.838 METERS 15824     |
 TR2063|---------------------------------------------------------------------|
 TR2063
 TR2063                          SUPERSEDED SURVEY CONTROL
 TR2063
 TR2063  NAD 83(1986)-  48 32 45.01079(N)    122 45 56.74658(W) AD(       ) 2
 TR2063  NAD 27      -  48 32 45.64200(N)    122 45 52.11000(W) AD(       ) 2
 TR2063
 TR2063.Superseded values are not recommended for survey control.
 TR2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2063.See file dsdata.txt to determine how the superseded data were derived.
 TR2063
 TR2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1728876997(NAD 83)
 TR2063_MARKER: Z = SEE DESCRIPTION
 TR2063_SETTING: 0 = UNSPECIFIED SETTING
 TR2063
 TR2063  HISTORY     - Date     Condition        Report By
 TR2063  HISTORY     - 1939     MONUMENTED       CGS
 TR2063  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TR2063  HISTORY     - 1987     GOOD             USPSQD
 TR2063
 TR2063                          STATION DESCRIPTION
 TR2063
 TR2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR2063'STATION IS LOCATED ON THE HIGHEST PART OF BLACK ROCK, ABOUT 3 FEET
 TR2063'ABOVE HIGH TIDE MARK.  BLACK ROCK IS ABOUT 6 MILES W BY N OF
 TR2063'ANACORTES, ABOUT 1/2 MILE SE OF THE SE SIDE OF BLAKELY
 TR2063'ISLAND.  BLACK ROCK IS ALSO IDENTIFIED BY A 30-GALLON BARREL
 TR2063'BEACON MOUNTED ON A 3-INCH IRON PIPE ABOUT 12 FEET HIGH.  STATION
 TR2063'IS LOCATED AT THE APPROXIMATE LOCATION OF BLACK ROCK - 1854.
 TR2063'THE ORIGINAL DRILL HOLE OF THE 1854 STATION WAS NOT RECOVERED.
 TR2063'
 TR2063'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 TR2063'DRILL HOLES IN OUTCROPPING BEDROCK.
 TR2063
 TR2063                          STATION RECOVERY (1972)
 TR2063
 TR2063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GCS)
 TR2063'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 TR2063'GOOD CONDITION.
 TR2063
 TR2063                          STATION RECOVERY (1987)
 TR2063
 TR2063'RECOVERY NOTE BY US POWER SQUADRON 1987 (SG)
 TR2063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2537 ***********************************************************************
 SC2537  DESIGNATION -  BLACK BEACON 1
 SC2537  PID         -  SC2537
 SC2537  STATE/COUNTY-  WA/PACIFIC
 SC2537  USGS QUAD   -  BAY CENTER (1994)
 SC2537
 SC2537                         *CURRENT SURVEY CONTROL
 SC2537  ___________________________________________________________________
 SC2537* NAD 83(1991)-  46 42 09.39623(N)    123 53 49.23213(W)     ADJUSTED  
 SC2537* NAVD 88     -                                                        
 SC2537  ___________________________________________________________________
 SC2537  LAPLACE CORR-          16.81  (seconds)                    DEFLEC99
 SC2537  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 SC2537
 SC2537  HORZ ORDER  -  THIRD
 SC2537
 SC2537.The horizontal coordinates were established by classical geodetic methods
 SC2537.and adjusted by the National Geodetic Survey in December 1991..
 SC2537
 SC2537
 SC2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2537
 SC2537.The geoid height was determined by GEOID03.
 SC2537
 SC2537;                    North         East     Units Scale Factor Converg.
 SC2537;SPC WA S     -   157,788.329   240,308.977   MT  0.99991670   -2 28 03.3
 SC2537;SPC WA S     -   517,677.21    788,413.70   sFT  0.99991670   -2 28 03.3
 SC2537;UTM  10      - 5,172,507.794   431,427.075   MT  0.99965780   -0 39 10.3
 SC2537
 SC2537                          SUPERSEDED SURVEY CONTROL
 SC2537
 SC2537  NAD 83(1991)-  46 42 09.39411(N)    123 53 49.23225(W) AD(       ) 4
 SC2537  NAD 83(1986)-  46 42 09.39450(N)    123 53 49.21951(W) AD(       ) 4
 SC2537  NAD 27      -  46 42 10.04955(N)    123 53 44.59827(W) AD(       ) 3
 SC2537
 SC2537.Superseded values are not recommended for survey control.
 SC2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2537.See file dsdata.txt to determine how the superseded data were derived.
 SC2537
 SC2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3142772508(NAD 83)
 SC2537
 SC2537  HISTORY     - Date     Condition        Report By
 SC2537  HISTORY     - UNK      MONUMENTED
 SC2537  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2537
 SC2537                          STATION DESCRIPTION
 SC2537
 SC2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2537'DESTROYED.  THIS BEACON NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1634 ***********************************************************************
 RZ1634  DESIGNATION -  BLACK BUTTE USGS CAIRN 1945
 RZ1634  PID         -  RZ1634
 RZ1634  STATE/COUNTY-  WA/ASOTIN
 RZ1634  USGS QUAD   -  BLACK BUTTE (1971)
 RZ1634
 RZ1634                         *CURRENT SURVEY CONTROL
 RZ1634  ___________________________________________________________________
 RZ1634* NAD 83(1991)-  46 00 25.56065(N)    117 07 05.80436(W)     ADJUSTED  
 RZ1634* NAVD 88     -      1261.     (meters)    4137.     (feet)  SCALED    
 RZ1634  ___________________________________________________________________
 RZ1634  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 RZ1634  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 RZ1634
 RZ1634  HORZ ORDER  -  THIRD
 RZ1634
 RZ1634.The horizontal coordinates were established by classical geodetic methods
 RZ1634.and adjusted by the National Geodetic Survey in December 1991..
 RZ1634
 RZ1634.The orthometric height was scaled from a topographic map.
 RZ1634
 RZ1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1634
 RZ1634.The geoid height was determined by GEOID03.
 RZ1634
 RZ1634;                    North         East     Units Scale Factor Converg.
 RZ1634;SPC WA S     -    80,502.997   761,836.393   MT  0.99996513   +2 27 23.3
 RZ1634;SPC WA S     -   264,116.92  2,499,458.23   sFT  0.99996513   +2 27 23.3
 RZ1634;SPC OR N     -   265,564.933 2,761,849.754   MT  1.00000181   +2 23 53.8
 RZ1634;SPC OR N     -   871,276.03  9,061,186.86   iFT  1.00000181   +2 23 53.8
 RZ1634;SPC ID W     -   483,139.843   694,029.558   MT  1.00007134   -0 59 04.1
 RZ1634;UTM  11      - 5,094,843.171   490,842.556   MT  0.99960103   -0 05 06.3
 RZ1634
 RZ1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1634!SPC WA S     -   0.99980506  x   0.99996513  =   0.99977019
 RZ1634!SPC OR N     -   0.99980506  x   1.00000181  =   0.99980687
 RZ1634!SPC ID W     -   0.99980506  x   1.00007134  =   0.99987638
 RZ1634!UTM  11      -   0.99980506  x   0.99960103  =   0.99940616
 RZ1634
 RZ1634                          SUPERSEDED SURVEY CONTROL
 RZ1634
 RZ1634  NAD 83(1991)-  46 00 25.56065(N)    117 07 05.80436(W) AD(       ) 4
 RZ1634  NAD 83(1986)-  46 00 25.56560(N)    117 07 05.80227(W) AD(       ) 4
 RZ1634  NAD 27      -  46 00 26.02199(N)    117 07 02.24984(W) AD(       ) 3
 RZ1634
 RZ1634.Superseded values are not recommended for survey control.
 RZ1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1634.See file dsdata.txt to determine how the superseded data were derived.
 RZ1634
 RZ1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML9084394843(NAD 83)
 RZ1634_MARKER: 72 = CAIRN
 RZ1634
 RZ1634  HISTORY     - Date     Condition        Report By
 RZ1634  HISTORY     - 1945     FIRST OBSERVED   CGS
 RZ1634
 RZ1634                          STATION DESCRIPTION
 RZ1634
 RZ1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RZ1634'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0985 ***********************************************************************
 TR0985  DESIGNATION -  BLACK CROSS 1939
 TR0985  PID         -  TR0985
 TR0985  STATE/COUNTY-  WA/SKAGIT
 TR0985  USGS QUAD   -  BOW (1994)
 TR0985
 TR0985                         *CURRENT SURVEY CONTROL
 TR0985  ___________________________________________________________________
 TR0985* NAD 83(1991)-  48 30 14.27824(N)    122 29 01.40074(W)     ADJUSTED  
 TR0985* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR0985  ___________________________________________________________________
 TR0985  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 TR0985  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 TR0985
 TR0985  HORZ ORDER  -  THIRD
 TR0985
 TR0985.The horizontal coordinates were established by classical geodetic methods
 TR0985.and adjusted by the National Geodetic Survey in December 1991..
 TR0985
 TR0985.The orthometric height was scaled from a topographic map.
 TR0985
 TR0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0985
 TR0985.The geoid height was determined by GEOID03.
 TR0985
 TR0985;                    North         East     Units Scale Factor Converg.
 TR0985;SPC WA N     -   168,525.331   378,057.056   MT  0.99996494   -1 13 43.5
 TR0985;SPC WA N     -   552,903.52  1,240,342.19   sFT  0.99996494   -1 13 43.5
 TR0985;UTM  10      - 5,372,445.130   538,135.342   MT  0.99961787   +0 23 12.1
 TR0985
 TR0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0985!SPC WA N     -   1.00000309  x   0.99996494  =   0.99996803
 TR0985!UTM  10      -   1.00000309  x   0.99961787  =   0.99962096
 TR0985
 TR0985                          SUPERSEDED SURVEY CONTROL
 TR0985
 TR0985  NAD 83(1986)-  48 30 14.28151(N)    122 29 01.40869(W) AD(       ) 3
 TR0985  NAD 27      -  48 30 14.89900(N)    122 28 56.85500(W) AD(       ) 3
 TR0985
 TR0985.Superseded values are not recommended for survey control.
 TR0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0985.See file dsdata.txt to determine how the superseded data were derived.
 TR0985
 TR0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3813572445(NAD 83)
 TR0985
 TR0985  HISTORY     - Date     Condition        Report By
 TR0985  HISTORY     - 1939     MONUMENTED       CGS
 TR0985  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR0985
 TR0985                          STATION DESCRIPTION
 TR0985
 TR0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR0985'ON THE E SHORE OF PADILLA BAY, NEARLY OPPOSITE MARCH POINT, ABOUT
 TR0985'1/2 MILE S OF THE PROMINENT POINT TO THE SOUTHWARD OF JOE LEARY
 TR0985'SLOUGH, ON THE PILE BULKHEAD, A LARGE WHITEWASH SHOWING A BLACK
 TR0985'CROSS IN THE CENTER.
 TR0985'
 TR0985'THE STATION WAS MARKED BY A TRIANGULAR PIECE OF SHEET METAL
 TR0985'SPIKED TO THE PILING AND BY DAUBS OF RED PAINT.
 TR0985
 TR0985                          STATION RECOVERY (1950)
 TR0985
 TR0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR0985'A THOROUGH SEARCH OF THE AREA WAS MADE, BUT THE STATION WAS NOT
 TR0985'FOUND.  IN SEVERAL PLACES ALONG THE SHORE, THE BULKHEAD AND DIKE
 TR0985'HAVE BEEN WASHED OUT, AND IT IS PROBABLE THAT THE STATION MAY BE
 TR0985'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5577 ***********************************************************************
 SY5577  DESIGNATION -  BLACK DIAMOND CATH CH CROSS
 SY5577  PID         -  SY5577
 SY5577  STATE/COUNTY-  WA/KING
 SY5577  USGS QUAD   -  CUMBERLAND (1993)
 SY5577
 SY5577                         *CURRENT SURVEY CONTROL
 SY5577  ___________________________________________________________________
 SY5577* NAD 83(1991)-  47 18 37.77601(N)    122 00 01.75130(W)     ADJUSTED  
 SY5577* NAVD 88     -                                                        
 SY5577  ___________________________________________________________________
 SY5577  LAPLACE CORR-          13.19  (seconds)                    DEFLEC99
 SY5577  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 SY5577
 SY5577  HORZ ORDER  -  THIRD
 SY5577
 SY5577.The horizontal coordinates were established by classical geodetic methods
 SY5577.and adjusted by the National Geodetic Survey in December 1991..
 SY5577
 SY5577
 SY5577.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5577
 SY5577.The geoid height was determined by GEOID03.
 SY5577
 SY5577;                    North         East     Units Scale Factor Converg.
 SY5577;SPC WA N     -    35,190.878   411,746.354   MT  1.00004073   -0 52 08.3
 SY5577;SPC WA N     -   115,455.41  1,350,871.16   sFT  1.00004073   -0 52 08.3
 SY5577;SPC WA S     -   220,849.848   386,549.235   MT  0.99999485   -1 05 23.8
 SY5577;SPC WA S     -   724,571.54  1,268,203.62   sFT  0.99999485   -1 05 23.8
 SY5577;UTM  10      - 5,240,153.426   575,546.953   MT  0.99967014   +0 44 05.0
 SY5577
 SY5577                          SUPERSEDED SURVEY CONTROL
 SY5577
 SY5577  NAD 83(1986)-  47 18 37.76676(N)    122 00 01.76379(W) AD(       ) 4
 SY5577  NAD 27      -  47 18 38.39796(N)    121 59 57.35200(W) AD(       ) 3
 SY5577
 SY5577.Superseded values are not recommended for survey control.
 SY5577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5577.See file dsdata.txt to determine how the superseded data were derived.
 SY5577
 SY5577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7554740153(NAD 83)
 SY5577
 SY5577  HISTORY     - Date     Condition        Report By
 SY5577  HISTORY     - 1973     MONUMENTED       NGS
 SY5577  HISTORY     - 1988     GOOD             USPSQD
 SY5577
 SY5577                          STATION DESCRIPTION
 SY5577
 SY5577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY5577'THE POINT INTERSECTED WAS THE CROSS ATOP THE BLACK DIAMOND ST
 SY5577'BARBARA CATHOLIC CHURCH, WHICH IS IN THE EAST PART OF THE SMALL
 SY5577'TOWN OF BLACK DIAMOND.
 SY5577'
 SY5577'TO REACH FROM THE CAUTION LIGHT AT THE MAIN INTERSECTION OF
 SY5577'BLACK DIAMOND, GO EAST FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 SY5577'AND GO NORTHEAST FOR 0.1 MILE TO THE SECOND CHURCH.
 SY5577
 SY5577                          STATION RECOVERY (1988)
 SY5577
 SY5577'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SY5577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3053 ***********************************************************************
 SY3053  DESIGNATION -  BLACK HILL
 SY3053  PID         -  SY3053
 SY3053  STATE/COUNTY-  WA/PIERCE
 SY3053  USGS QUAD   -  NISQUALLY (1994)
 SY3053
 SY3053                         *CURRENT SURVEY CONTROL
 SY3053  ___________________________________________________________________
 SY3053* NAD 83(1991)-  47 04 23.65779(N)    122 39 03.81617(W)     ADJUSTED  
 SY3053* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 SY3053  ___________________________________________________________________
 SY3053  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 SY3053  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 SY3053
 SY3053  HORZ ORDER  -  SECOND
 SY3053
 SY3053.The horizontal coordinates were established by classical geodetic methods
 SY3053.and adjusted by the National Geodetic Survey in December 1991..
 SY3053
 SY3053.The orthometric height was scaled from a topographic map.
 SY3053
 SY3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3053
 SY3053.The geoid height was determined by GEOID03.
 SY3053
 SY3053;                    North         East     Units Scale Factor Converg.
 SY3053;SPC WA S     -   195,622.236   336,650.945   MT  0.99995089   -1 33 45.1
 SY3053;SPC WA S     -   641,803.95  1,104,495.64   sFT  0.99995089   -1 33 45.1
 SY3053;UTM  10      - 5,213,361.935   526,492.077   MT  0.99960863   +0 15 19.8
 SY3053
 SY3053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3053!SPC WA S     -   0.99997996  x   0.99995089  =   0.99993086
 SY3053!UTM  10      -   0.99997996  x   0.99960863  =   0.99958860
 SY3053
 SY3053:                Primary Azimuth Mark                     Grid Az
 SY3053:SPC WA S     -  BLACK HILL AZ MK                         112 12 29.7
 SY3053:UTM  10      -  BLACK HILL AZ MK                         110 23 24.8
 SY3053
 SY3053|---------------------------------------------------------------------|
 SY3053| PID    Reference Object                     Distance      Geod. Az  |
 SY3053|                                                           dddmmss.s |
 SY3053| CE3365 BLACK HILL AZ MK                                   1103844.6 |
 SY3053| CE3366 BLACK HILL RM 1                      26.200 METERS 28838     |
 SY3053| CE3367 BLACK HILL RM 2                      28.904 METERS 35520     |
 SY3053|---------------------------------------------------------------------|
 SY3053
 SY3053                          SUPERSEDED SURVEY CONTROL
 SY3053
 SY3053  NAD 83(1986)-  47 04 23.65458(N)    122 39 03.82827(W) AD(       ) 2
 SY3053  NAD 27      -  47 04 24.30200(N)    122 38 59.36100(W) AD(       ) 2
 SY3053
 SY3053.Superseded values are not recommended for survey control.
 SY3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3053.See file dsdata.txt to determine how the superseded data were derived.
 SY3053
 SY3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2649213362(NAD 83)
 SY3053_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3053
 SY3053  HISTORY     - Date     Condition        Report By
 SY3053  HISTORY     - 1954     MONUMENTED       CGS
 SY3053  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3053
 SY3053                          STATION DESCRIPTION
 SY3053
 SY3053'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY3053'THE STATION IS LOCATED ABOUT 12 MILES EAST OF OLYMPIA, ABOUT 0.4
 SY3053'MILE WEST OF AN ELEVATED FIRE CONTROL TOWER AND ON THE SUMMIT OF
 SY3053'BLACK HILL, IN THE FORT LEWIS MILITARY RESERVATION.
 SY3053'
 SY3053'TO REACH FROM THE MAIN GATE, LEADING INTO FORT LEWIS, GO SOUTHEAST,
 SY3053'ON LEWIS DRIVE, FOR 0.3 MILE TO FLAG POLE.  CONTINUE SOUTHERLY,
 SY3053'ON LEWIS DRIVE FOR 0.3 MILE.  BEAR TO THE RIGHT, ONTO FIRST STREET,
 SY3053'AND GO SOUTH FOR 0.15 MILE.  TURN LEFT AND GO WESTERLY FOR 0.45
 SY3053'MILE.  TURN LEFT, PASS BETWEEN THE GUARD HOUSE AND THE COAL DUMP
 SY3053'AND GO SOUTH AND WEST FOR 0.5 MILE.  TURN LEFT, ONTO A GRAVELED
 SY3053'ROAD, AND GO SOUTH FOR 1.0 MILE.  TURN RIGHT, ONTO A TRACK ROAD,
 SY3053'AND GO WESTERLY FOR 0.1 MILE.  BEAR TO THE LEFT AND GO WESTERLY
 SY3053'FOR 100 YARDS TO THE TOP OF A STEEP GRADE.  TURN LEFT AND FOLLOW
 SY3053'ALONG THE CREST OF THE LOW RIDGE FOR ABOUT 200 FEET TO THE STATION.
 SY3053'
 SY3053'THE STATION IS A STANDARD DISK, STAMPED BLACK HILL 1954, SET IN
 SY3053'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 SY3053'
 SY3053'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED BLACK HILL 1954,
 SY3053'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS LOCATED
 SY3053'ABOUT 40 INCHES BELOW THE SURFACE OF THE SOIL.
 SY3053'
 SY3053'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BLACK HILL NO 1
 SY3053'1954, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 SY3053'ABOUT 6 INCHES.  IT IS LOCATED IN A THICK GROWTH OF BRUSH AT ABOUT
 SY3053'THE SAME ELEVATION AS THE STATION.
 SY3053'
 SY3053'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BLACK HILL NO 2
 SY3053'1954 SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 SY3053'INCHES.  IT IS LOCATED ON THE CREST OF THE RIDGE, 20 FEET SOUTHWEST
 SY3053'OF THE CENTER OF A TRACK ROAD AND ABOUT 3 FEET LOWER THAN THE
 SY3053'STATION.
 SY3053'
 SY3053'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACK HILL 1954, SET IN
 SY3053'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SY3053'LOCATED ABOUT 0.4 MILE EAST-SOUTH-EAST OF THE STATION AND 3 FEET
 SY3053'WEST OF THE NORTHWEST LEG OF THE FIRE CONTROL TOWER.  THE AZIMUTH
 SY3053'MARK IS VISIBLE FROM THE STATION AT THE 100 FOOT LEVEL ON THE
 SY3053'TOWER.
 SY3053'
 SY3053'OBSERVATIONS WERE MADE FROM A 103-FOOT STEEL TOWER.
 SY3053
 SY3053                          STATION RECOVERY (1958)
 SY3053
 SY3053'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3053'STATION MARK, RMS 1 AND 2 RECOVERED AS DESCRIBED IN GOOD CONDITION,
 SY3053'ALSO AZIMUTH MARK, STATION MARK PROJECTS 0.4 FT.  AZIMUTH MARK
 SY3053'VISIBLE FROM THE GROUND.
 SY3053'
 SY3053'103 FT. TOWER REQUIRED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2132 ***********************************************************************
 SY2132  DESIGNATION -  BLACK RIVER
 SY2132  PID         -  SY2132
 SY2132  STATE/COUNTY-  WA/KING
 SY2132  USGS QUAD   -  RENTON (1994)
 SY2132
 SY2132                         *CURRENT SURVEY CONTROL
 SY2132  ___________________________________________________________________
 SY2132* NAD 83(1991)-  47 29 15.59551(N)    122 14 35.46125(W)     ADJUSTED  
 SY2132* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 SY2132  ___________________________________________________________________
 SY2132  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 SY2132  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY2132
 SY2132  HORZ ORDER  -  FIRST
 SY2132
 SY2132.The horizontal coordinates were established by classical geodetic methods
 SY2132.and adjusted by the National Geodetic Survey in December 1991..
 SY2132
 SY2132.The orthometric height was scaled from a topographic map.
 SY2132
 SY2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2132
 SY2132.The geoid height was determined by GEOID03.
 SY2132
 SY2132;                    North         East     Units Scale Factor Converg.
 SY2132;SPC WA N     -    55,192.988   393,757.665   MT  1.00000232   -1 02 58.8
 SY2132;SPC WA N     -   181,078.99  1,291,853.27   sFT  1.00000232   -1 02 58.8
 SY2132;UTM  10      - 5,259,636.478   557,011.640   MT  0.99963994   +0 33 28.4
 SY2132
 SY2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2132!SPC WA N     -   0.99998025  x   1.00000232  =   0.99998257
 SY2132!UTM  10      -   0.99998025  x   0.99963994  =   0.99962020
 SY2132
 SY2132:                Primary Azimuth Mark                     Grid Az
 SY2132:SPC WA N     -  TIGER BEACON                             085 50 49.6
 SY2132:UTM  10      -  TIGER BEACON                             084 14 22.4
 SY2132
 SY2132|---------------------------------------------------------------------|
 SY2132| PID    Reference Object                     Distance      Geod. Az  |
 SY2132|                                                           dddmmss.s |
 SY2132| SX1486 TIGER BEACON                        APPROX.20.2 KM 0844750.8 |
 SY2132| CE3368 BLACK RIVER RM 1                     13.320 METERS 08630     |
 SY2132| SY2100 TRANSMISSION TOWER                  APPROX. 1.2 KM 0884450.7 |
 SY2132| SY2121 YOUNGS TANK 1937                    APPROX. 7.7 KM 1212913.6 |
 SY2132|---------------------------------------------------------------------|
 SY2132
 SY2132                          SUPERSEDED SURVEY CONTROL
 SY2132
 SY2132  NAD 83(1986)-  47 29 15.58870(N)    122 14 35.46966(W) AD(       ) 1
 SY2132  NAD 27      -  47 29 16.22700(N)    122 14 31.03400(W) AD(       ) 1
 SY2132
 SY2132.Superseded values are not recommended for survey control.
 SY2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2132.See file dsdata.txt to determine how the superseded data were derived.
 SY2132
 SY2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5701259636(NAD 83)
 SY2132_MARKER: Z = SEE DESCRIPTION
 SY2132_SETTING: 0 = UNSPECIFIED SETTING
 SY2132
 SY2132  HISTORY     - Date     Condition        Report By
 SY2132  HISTORY     - 1936     MONUMENTED       WAGS
 SY2132  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY2132  HISTORY     - 1957     SEE DESCRIPTION  BPA
 SY2132
 SY2132                          STATION DESCRIPTION
 SY2132
 SY2132'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SY2132'STATION IS LOCATED ABOUT 1/2 MILE N OF THE DUNLOP CANYON HIGHWAY
 SY2132'TO RENTON.  THE STATION SETS 150 FEET E OF UNGRADED SEVENTY-SECOND
 SY2132'AVENUE S AND 270 FEET S OF SOUTH ONE HUNDRED AND TWENTY-EIGHTH
 SY2132'STREET ON LOT 2, L.H. ROGERS, ALDER GROVE ADDITION.  NEAR NE 1/4
 SY2132'OF NW 1/4 SEC. 13, T.23, R.4.  STATION IS ALSO ABOUT 1215 FEET
 SY2132'WSW OF THE N 1/4 CORNER OF SEC. 13.
 SY2132'
 SY2132'STATION MARK IS A STANDARD STATE SURVEY DISK SET IN BOULDER FLUSH
 SY2132'WITH THE GROUND.  THE REFERENCE MARK (ONE WAS PLACED) IS SIMILARLY
 SY2132'MARKED AND SET FLUSH WITH THE GROUND, MAGNETIC S 63 DEG W AT A
 SY2132'DISTANCE OF 43.70 FEET.
 SY2132'
 SY2132'TO REACH STATION--GO W ON SOUTH ONE HUNDRED AND TWENTY-EIGHTH
 SY2132'STREET TO END OF STREET.  SEE SW FLAT-ROOFED, RED BRICK HOUSE.  THE
 SY2132'STATION IS S 55 DEG W, 467 FEET (APPROXIMATELY) FROM THE SW CORNER
 SY2132'OF THIS HOUSE, 159 FEET SE OF THE MOST SOUTHERLY FIR IN A GROUP
 SY2132'OF THREE TREES, 163 FEET SW OF CENTER OF SAME GROUP OF TREES,
 SY2132'16.3 FEET N OF A VINE MAPLE BUSH, 29.1 FEET W OF A BUSH WILLOW
 SY2132'(THESE TWO BUSHES HAVE BEEN CUT OUT FOR MORE VISIBILITY, BUT
 SY2132'THE STUBS REMAIN), 21.7 FEET S OF A SMALL TREE, 249.3 FEET W
 SY2132'OF S OF A FIR, AND 254 FEET SE OF A MAPLE TREE.
 SY2132'
 SY2132'A 15-FOOT TOWER WAS BUILT OVER THE STATION.
 SY2132
 SY2132                          STATION RECOVERY (1943)
 SY2132
 SY2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY2132'STATION RECOVERED IN GOOD CONDITION.  TOWER STILL STANDING OVER
 SY2132'MARK.  REFERENCE MARK NOT FOUND AFTER CAREFUL SEARCH.  DIRECTION
 SY2132'GIVEN TO REFERENCE MARK WOULD INDICATE THAT MAGNETIC BEARING GIVEN
 SY2132'IN ORIGINAL DESCRIPTION SHOULD BE S. 63 DEG E. INSTEAD OF S. 63
 SY2132'DEG W.
 SY2132'
 SY2132'THIS AREA RAPIDLY BUILDING UP WITH HOUSES AND STATION MAY SOON
 SY2132'BE LOST.  SEVERAL TREES MENTIONED IN ORIGINAL DESCRIPTION HAVE
 SY2132'BEEN CUT.  S ONE HUNDRED AND TWENTY-EIGHTH STREET HAS BEEN GRADED
 SY2132'AND EXTENDED W OF STATION.
 SY2132
 SY2132                          STATION RECOVERY (1957)
 SY2132
 SY2132'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1957
 SY2132'THE GROUND IN THIS AREA HAS BEEN CLEARED BY A BULLDOZER AND A
 SY2132'NEW HOUSE CONSTRUCTED WITHIN 30 FT. OF THE POSITION.  THE LADY AT
 SY2132'THE RESIDENCE SAID THAT THEY HAD NOT SEEN THE MARKER SINCE THE
 SY2132'BULLDOZER HAD DONE THE WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2064 ***********************************************************************
 TR2064  DESIGNATION -  BLACK ROCK BEACON 1939
 TR2064  PID         -  TR2064
 TR2064  STATE/COUNTY-  WA/SAN JUAN
 TR2064  USGS QUAD   -  BLAKELY ISLAND (1994)
 TR2064
 TR2064                         *CURRENT SURVEY CONTROL
 TR2064  ___________________________________________________________________
 TR2064* NAD 83(1991)-  48 32 45.07085(N)    122 45 56.66979(W)     ADJUSTED  
 TR2064* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2064  ___________________________________________________________________
 TR2064  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 TR2064  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 TR2064
 TR2064  HORZ ORDER  -  SECOND
 TR2064
 TR2064.The horizontal coordinates were established by classical geodetic methods
 TR2064.and adjusted by the National Geodetic Survey in December 1991..
 TR2064
 TR2064.The orthometric height was scaled from a topographic map.
 TR2064
 TR2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2064
 TR2064.The geoid height was determined by GEOID03.
 TR2064
 TR2064;                    North         East     Units Scale Factor Converg.
 TR2064;SPC WA N     -   173,666.602   357,340.398   MT  0.99997014   -1 26 19.4
 TR2064;SPC WA N     -   569,771.18  1,172,374.29   sFT  0.99997014   -1 26 19.4
 TR2064;UTM  10      - 5,376,998.905   517,289.482   MT  0.99960367   +0 10 32.1
 TR2064
 TR2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2064!SPC WA N     -   1.00000308  x   0.99997014  =   0.99997322
 TR2064!UTM  10      -   1.00000308  x   0.99960367  =   0.99960675
 TR2064
 TR2064                          SUPERSEDED SURVEY CONTROL
 TR2064
 TR2064  NAD 83(1986)-  48 32 45.07331(N)    122 45 56.67318(W) AD(       ) 2
 TR2064  NAD 27      -  48 32 45.70500(N)    122 45 52.03700(W) AD(       ) 2
 TR2064
 TR2064.Superseded values are not recommended for survey control.
 TR2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2064.See file dsdata.txt to determine how the superseded data were derived.
 TR2064
 TR2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1728976999(NAD 83)
 TR2064
 TR2064  HISTORY     - Date     Condition        Report By
 TR2064  HISTORY     - 1939     MONUMENTED       CGS
 TR2064
 TR2064                          STATION DESCRIPTION
 TR2064
 TR2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 TR2064'SEE STATION BLACK 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1467 ***********************************************************************
 SW1467  DESIGNATION -  BLACK ROCK COULEE MICROWAVE
 SW1467  PID         -  SW1467
 SW1467  STATE/COUNTY-  WA/GRANT
 SW1467  USGS QUAD   -  WILSON CREEK SE (1956)
 SW1467
 SW1467                         *CURRENT SURVEY CONTROL
 SW1467  ___________________________________________________________________
 SW1467* NAD 83(1991)-  47 17 46.46438(N)    119 00 04.12525(W)     ADJUSTED  
 SW1467* NAVD 88     -                                                        
 SW1467  ___________________________________________________________________
 SW1467  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 SW1467  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 SW1467
 SW1467  HORZ ORDER  -  THIRD
 SW1467
 SW1467.The horizontal coordinates were established by classical geodetic methods
 SW1467.and adjusted by the National Geodetic Survey in December 1991..
 SW1467
 SW1467
 SW1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1467
 SW1467.The geoid height was determined by GEOID03.
 SW1467
 SW1467;                    North         East     Units Scale Factor Converg.
 SW1467;SPC WA S     -   219,263.170   613,357.467   MT  0.99999172   +1 05 19.5
 SW1467;SPC WA S     -   719,365.92  2,012,323.62   sFT  0.99999172   +1 05 19.5
 SW1467;UTM  11      - 5,240,027.015   348,707.101   MT  0.99988131   -1 28 15.1
 SW1467
 SW1467                          SUPERSEDED SURVEY CONTROL
 SW1467
 SW1467  NAD 83(1986)-  47 17 46.47499(N)    119 00 04.11644(W) AD(       ) 4
 SW1467  NAD 27      -  47 17 46.96414(N)    119 00 00.08150(W) AD(       ) 3
 SW1467
 SW1467.Superseded values are not recommended for survey control.
 SW1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1467.See file dsdata.txt to determine how the superseded data were derived.
 SW1467
 SW1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN4870740027(NAD 83)
 SW1467_MARKER: 44 = MICROWAVE MAST
 SW1467
 SW1467  HISTORY     - Date     Condition        Report By
 SW1467  HISTORY     - 1966     FIRST OBSERVED   CGS
 SW1467
 SW1467                          STATION DESCRIPTION
 SW1467
 SW1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SW1467'THE STATION IS ABOUT 17 MILES NORTHEAST OF MOSES LAKE, 8-1/2
 SW1467'MILES NORTH OF STATION RUFF 1925, 5 MILES SOUTH OF STATE HIGHWAY 28,
 SW1467'1 MILE WEST OF THE LINCOLN-GRANT COUNTY LINE, 56 YARDS WEST OF THE
 SW1467'CENTER OF COUNTY ROAD W AND IN T21N R30E SEC. 23.  STATION IS THE
 SW1467'CENTER OF THE FEDERAL AVIATION AGENCY MICROWAVE MAST WHICH IS A
 SW1467'GUIDE MAST ABOUT 150 FEET IN HEIGHT WITH TWO LARGE REFLECTORS AT
 SW1467'THE TOP.  MAST IS GRAY IN COLOR AND IS ON THE NORTH SIDE OF A
 SW1467'SMALL WHITE BUILDING WITH TWO ROUND REFLECTORS ON THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3858 ***********************************************************************
 SY3858  DESIGNATION -  BLACK SWASTIKA TANK
 SY3858  PID         -  SY3858
 SY3858  STATE/COUNTY-  WA/KING
 SY3858  USGS QUAD   -  
 SY3858
 SY3858                         *CURRENT SURVEY CONTROL
 SY3858  ___________________________________________________________________
 SY3858* NAD 83(1991)-  47 39 13.32501(N)    122 18 57.95419(W)     ADJUSTED  
 SY3858* NAVD 88     -                                                        
 SY3858  ___________________________________________________________________
 SY3858  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 SY3858  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY3858
 SY3858  HORZ ORDER  -  THIRD
 SY3858
 SY3858.The horizontal coordinates were established by classical geodetic methods
 SY3858.and adjusted by the National Geodetic Survey in December 1991..
 SY3858
 SY3858
 SY3858.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3858
 SY3858.The geoid height was determined by GEOID03.
 SY3858
 SY3858;                    North         East     Units Scale Factor Converg.
 SY3858;SPC WA N     -    73,752.809   388,619.339   MT  0.99997488   -1 06 14.2
 SY3858;SPC WA N     -   241,970.67  1,274,995.28   sFT  0.99997488   -1 06 14.2
 SY3858;UTM  10      - 5,278,038.276   551,356.352   MT  0.99963241   +0 30 19.7
 SY3858
 SY3858                          SUPERSEDED SURVEY CONTROL
 SY3858
 SY3858  NAD 83(1986)-  47 39 13.31858(N)    122 18 57.95912(W) AD(       ) 4
 SY3858  NAD 27      -  47 39 13.96700(N)    122 18 53.50800(W) AD(       ) 3
 SY3858
 SY3858.Superseded values are not recommended for survey control.
 SY3858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3858.See file dsdata.txt to determine how the superseded data were derived.
 SY3858
 SY3858_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5135678038(NAD 83)
 SY3858
 SY3858  HISTORY     - Date     Condition        Report By
 SY3858  HISTORY     - UNK      MONUMENTED
 SY3858  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY3858  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SY3858  HISTORY     - 20010520 MARK NOT FOUND   USPSQD
 SY3858
 SY3858                          STATION DESCRIPTION
 SY3858
 SY3858'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (FHH)
 SY3858'THIS ELEVATED STEEL TANK WITH ROUND BOTTOM IS A FEW FEET N OF N
 SY3858'THIRTY-EIGHTH STREET AND JUST E OF THE ALLEY BETWEEN ELEVENTH AND
 SY3858'TWELFTH AVENUES NE.
 SY3858'
 SY3858'IT WAS FORMERLY PAINTED WITH A LARGE SWASTIKA, BUT IS NOW PAINTED
 SY3858'CHRIS CRAFT.
 SY3858
 SY3858                          STATION RECOVERY (1946)
 SY3858
 SY3858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (LFR)
 SY3858'STATION DESTROYED.  SITE OF STATION WAS VISITED AND IDENTIFIED ON 25
 SY3858'OCTOBER 1946.  THE TANK HAD BEEN REMOVED, BUT THE CONCRETE BASES
 SY3858'REMAINED.
 SY3858
 SY3858                          STATION RECOVERY (2001)
 SY3858
 SY3858'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY3858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3739 ***********************************************************************
 SY3739  DESIGNATION -  BLACK TOP
 SY3739  PID         -  SY3739
 SY3739  STATE/COUNTY-  WA/KING
 SY3739  USGS QUAD   -  
 SY3739
 SY3739                         *CURRENT SURVEY CONTROL
 SY3739  ___________________________________________________________________
 SY3739* NAD 83(1991)-  47 40 15.69894(N)    122 08 03.68938(W)     ADJUSTED  
 SY3739* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 SY3739  ___________________________________________________________________
 SY3739  LAPLACE CORR-           7.79  (seconds)                    DEFLEC99
 SY3739  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SY3739
 SY3739  HORZ ORDER  -  SECOND
 SY3739
 SY3739.The horizontal coordinates were established by classical geodetic methods
 SY3739.and adjusted by the National Geodetic Survey in December 1991..
 SY3739
 SY3739.The orthometric height was scaled from a topographic map.
 SY3739
 SY3739.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3739
 SY3739.The geoid height was determined by GEOID03.
 SY3739
 SY3739;                    North         East     Units Scale Factor Converg.
 SY3739;SPC WA N     -    75,431.946   402,302.268   MT  0.99997249   -0 58 07.1
 SY3739;SPC WA N     -   247,479.64  1,319,886.69   sFT  0.99997249   -0 58 07.1
 SY3739;UTM  10      - 5,280,100.268   564,982.214   MT  0.99965189   +0 38 23.9
 SY3739
 SY3739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3739!SPC WA N     -   0.99999631  x   0.99997249  =   0.99996880
 SY3739!UTM  10      -   0.99999631  x   0.99965189  =   0.99964820
 SY3739
 SY3739:                Primary Azimuth Mark                     Grid Az
 SY3739:SPC WA N     -  MOORE                                    026 17 57.6
 SY3739:UTM  10      -  MOORE                                    024 41 26.6
 SY3739
 SY3739|---------------------------------------------------------------------|
 SY3739| PID    Reference Object                     Distance      Geod. Az  |
 SY3739|                                                           dddmmss.s |
 SY3739| SY3527 MOORE                               APPROX. 1.6 KM 0251950.5 |
 SY3739| SY3530 REDMOND SCHOOL FLAGSTAFF            APPROX. 1.3 KM 0701301.8 |
 SY3739| SY3721 REDMOND                             378.373 METERS 13836     |
 SY3739| CF7175 BLACK TOP RM 1                       25.497 METERS 24846     |
 SY3739|---------------------------------------------------------------------|
 SY3739
 SY3739                          SUPERSEDED SURVEY CONTROL
 SY3739
 SY3739  NAD 83(1986)-  47 40 15.69122(N)    122 08 03.69413(W) AD(       ) 2
 SY3739  NAD 27      -  47 40 16.33900(N)    122 07 59.27000(W) AD(       ) 2
 SY3739
 SY3739.Superseded values are not recommended for survey control.
 SY3739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3739.See file dsdata.txt to determine how the superseded data were derived.
 SY3739
 SY3739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6498280100(NAD 83)
 SY3739_MARKER: Z = SEE DESCRIPTION
 SY3739_SETTING: 0 = UNSPECIFIED SETTING
 SY3739
 SY3739  HISTORY     - Date     Condition        Report By
 SY3739  HISTORY     - 1937     MONUMENTED       WAGS
 SY3739  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 SY3739  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY3739  HISTORY     - 1968     SEE DESCRIPTION  WA-033
 SY3739  HISTORY     - 1971     SEE DESCRIPTION  WA0180
 SY3739  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 SY3739
 SY3739                          STATION DESCRIPTION
 SY3739
 SY3739'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY3739'STATION IS 0.5 MILE W OF REDMOND ON A HILLSIDE.  ON THE W SIDE OF
 SY3739'THE SAMMAMISH VALLEY.  SEC. 11, T.25, R.5.
 SY3739'
 SY3739'STATION MARK IS A STANDARD STATE SURVEY DISK IN A LARGE BOULDER
 SY3739'(11 BY 9 FEET AND 4 FEET HIGH), 10 PACES N OF A WIRE FENCE, 94 FEET
 SY3739'E OF A WILLOW, 78 FEET SE OF A MAPLE TREE, 114 FEET SW OF A 6-FOOT
 SY3739'FIR TREE, 59 FEET W OF AN 8-INCH FIR.  IT IS ALSO 32 FEET NE OF A
 SY3739'LOG.  MARK IS STAMPED KING COUNTY AERIAL SURVEY.
 SY3739'
 SY3739'THE REFERENCE MARK IS A SIMILAR DISK SET IN A BOULDER 83.65 FEET
 SY3739'SW OF THE STATION.
 SY3739'
 SY3739'TO REACH STATION--LEAVE REDMOND ON THE OLD KIRKLAND (BLACKTOP)
 SY3739'HIGHWAY.  CROSS SAMMAMISH RIVER BRIDGE AND TURN TO THE RIGHT AND GO
 SY3739'0.2 MILE TO JUNCTION OF HIGHWAYS AND TURN SHARP LEFT, A U-TURN, GO
 SY3739'425 FEET AND SEE A LARGE BOULDER ON THE RIGHT BANK OF THE ROAD.  THE
 SY3739'MARK IS 250 FEET W OF THE BOULDER UP THE HILL.  ADJACENT TO THE
 SY3739'HIGHWAY S OF THE MARK IS A SMALL FARM, AND LIES 510 FEET N OF THE
 SY3739'NEAREST BUILDING.  FURTHER W IS THE LARGE PLEASANT VIEW POULTRY
 SY3739'FARM.  THE MARK IS 495 FEET NE OF THE MOST NORTHEASTERLY OF THIS
 SY3739'GROUP OF BUILDINGS.  ALSO 505 FEET N 50 DEG W OF A SMALL BUILDING ON
 SY3739'THE OPPOSITE SIDE OF THE HIGHWAY, N OF A GROUP OF BUILDINGS OWNED BY
 SY3739'MR. CAMERON.
 SY3739
 SY3739                          STATION RECOVERY (1961)
 SY3739
 SY3739'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (CB)
 SY3739'STATION FOUND INTACT AND IN GOOD CONDITION.  COULD NOT FIND
 SY3739'REFERENCE MARKS.
 SY3739
 SY3739                          STATION RECOVERY (1962)
 SY3739
 SY3739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY3739'THE STATION WAS RECOVERED, THE DISK IS A STANDARD COAST AND
 SY3739'GEODETIC SURVEY TRIANGULATION STATION DISK, STAMPED BLACKTOP 1936
 SY3739'KING CO. AERIAL, SET IN A LARGE BOULDER (11 X 9 FEET, PROJECTING 4
 SY3739'FEET), ABOUT 250 FEET WEST OF THE RESIDENCE AT 7425 155 AVE. NE,
 SY3739'62 FEET WEST-SOUTHWEST OF A 24-INCH FIR TREE AND 30 FEET NORTH OF A
 SY3739'WIRE FENCE.
 SY3739'
 SY3739'THE REFERENCE MARK IS A STANDARD U.S.C. AND G.S. REFERENCE MARK
 SY3739'DISK, STAMPED BLACKTOP 1936 KING CO. AERIAL, SET IN A BOULDER ABOUT
 SY3739'3 FEET LONG, 2 FEET WIDE AND PROJECTING 1 FOOT.  IT IS SET IN THE
 SY3739'WIRE FENCE LINE AND FROM THE STATION MARK THE REFERENCE MARK LINES
 SY3739'UP ABOUT 12 FEET NORTH OF THE NORTHWEST CORNER OF A LONG, LOW, RED
 SY3739'HOUSE ON THE SHOULDER OF THE HILL.  STATION IS ON LAND OWNED BY
 SY3739'MR. HENRY MATSON.
 SY3739'
 SY3739'TO REACH FROM THE POST OFFICE IN REDMOND, GO WEST TOWARD KIRKLAND,
 SY3739'FOR 0.5 MILE TO A FORK, TAKE LEFT FORK, GO 0.1 MILE TO A FORK, TAKE
 SY3739'RIGHT FORK AND GO 0.05 MILE TO HOUSE NO. 7425 155 AVE. NE AND THE
 SY3739'STATION AS DESCRIBED.
 SY3739
 SY3739                          STATION RECOVERY (1968)
 SY3739
 SY3739'RECOVERY NOTE BY KING COUNTY WASHINGTON 1968
 SY3739'ABOUT 200 FEET NORTHEAST OF RESIDENCE OF JAMES L. CHEW AT 7325-155TH
 SY3739'AVE. N.E. (OLD REDMOND ROAD), 260 FEET NORTH ACROSS AN OPEN FIELD
 SY3739'FROM DRIVEWAY TO THE CHEW RESIDENCE, 30-1/2 FEET NORTH OF A FENCE,
 SY3739'261.28 FEET NORTH OF TS 17-200 (W.S.H.D.), 258.52 FEET NORTH OF
 SY3739'BN-6, 83.74 FEET EAST-NORTHEAST OF REFERENCE MARK, ON TOP OF A
 SY3739'LARGE ROCK ABOUT 4 FEET ABOVE GROUND.
 SY3739'
 SY3739'TO REACH FROM THE POST OFFICE AT REDMOND GO WEST ON REDMOND WAY
 SY3739'FOR 0.45 MI., CROSS SAMMAMISH RIVER BRIDGE AND CONTINUE WEST 0.05
 SY3739'MI. TO JUNCTION OF STATE HIGHWAY 901, THENCE LEFT ON STATE HIGHWAY
 SY3739'901 (WEST LAKE SAMMAMISH BLVD.) FOR 0.15 MI.  TO A ROAD FORK, TAKE
 SY3739'RIGHT FORK ON 155TH AVE. N.E. AND PROCEED SOUTH 0.1 MI. TO A DRIVEWAY
 SY3739'ON RIGHT, THENCE RIGHT UP HILL ON DRIVEWAY LEADING TO JAMES L. CHEW
 SY3739'RESIDENCE (W.J. MATTHEWS RESIDENCE AT 7056-155TH AVE. N.E. ON LEFT)
 SY3739'FOR ABOUT 250 FEET TO NORTHWEST CORNER OF PASTURE WITH WOODEN FENCE
 SY3739'(TS 17-200 (W.S.H.D.) IS AT THIS FENCE CORNER).  DRIVEWAY
 SY3739'CONTINUES WEST AND CURVES RIGHT TO JAMES L. CHEW RESIDENCE.  STATION
 SY3739'BLACK TOP IS NORTH ACROSS OPEN FIELD ABOUT 260 FEET.
 SY3739'
 SY3739'THE REFERENCE MARK IS 83.74 FEET WEST-SOUTHWEST OF THE STATION, ABOUT
 SY3739'115 FEET EAST-NORTHEAST OF THE JAMES L. CHEW RESIDENCE, UNDER AN
 SY3739'EAST-WEST FENCE, 166 FEET NORTH OF A RAILROAD SPIKE IN A 20-INCH
 SY3739'FIR TREE, 59 FEET NORTHEAST OF A RAILROAD SPIKE IN A 20-INCH ALDER
 SY3739'TREE, 9 FEET SOUTHEAST OF A RAILROAD SPIKE IN A 10-INCH ALDER TREE.
 SY3739'USC AND GS STANDARD REFERENCE MARK DISK, STAMPED BLACK TOP KCAS 1936,
 SY3739'CEMENTED ON A ROCK 6 INCHES ABOVE THE SURFACE.
 SY3739
 SY3739                          STATION RECOVERY (1971)
 SY3739
 SY3739'RECOVERY NOTE BY CITY OF BREMERTON WASHINGTON 1971 (RPB)
 SY3739'BLACKTOP GOOD.
 SY3739'
 SY3739'TREES HAVE GROWN AROUND POINT WAY DIFFICULT TO SEE IN OR OUT.  FROM
 SY3739'BLACKTOP YOU CAN SEE A POINT ABOUT 200 FT EAST OF HOLLYWOOD ON THE
 SY3739'NELSON RESEARCH CENTER.
 SY3739
 SY3739                          STATION RECOVERY (1995)
 SY3739
 SY3739'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY3739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1119 ***********************************************************************
 SW1119  DESIGNATION -  BLACKIE
 SW1119  PID         -  SW1119
 SW1119  STATE/COUNTY-  WA/STEVENS
 SW1119  USGS QUAD   -  MC COY LAKE (1985)
 SW1119
 SW1119                         *CURRENT SURVEY CONTROL
 SW1119  ___________________________________________________________________
 SW1119* NAD 83(1991)-  47 55 20.46712(N)    118 10 21.21541(W)     ADJUSTED  
 SW1119* NAVD 88     -       641.2    (meters)    2104.     (feet)  VERTCON   
 SW1119  ___________________________________________________________________
 SW1119  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 SW1119  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 SW1119
 SW1119  HORZ ORDER  -  SECOND
 SW1119
 SW1119.The horizontal coordinates were established by classical geodetic methods
 SW1119.and adjusted by the National Geodetic Survey in December 1991..
 SW1119
 SW1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1119
 SW1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1119
 SW1119.The geoid height was determined by GEOID03.
 SW1119
 SW1119;                    North         East     Units Scale Factor Converg.
 SW1119;SPC WA N     -   105,986.042   698,808.992   MT  0.99994805   +1 58 51.6
 SW1119;SPC WA N     -   347,722.54  2,292,675.83   sFT  0.99994805   +1 58 51.6
 SW1119;UTM  11      - 5,308,335.377   412,401.751   MT  0.99969429   -0 52 13.3
 SW1119
 SW1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1119!SPC WA N     -   0.99990248  x   0.99994805  =   0.99985054
 SW1119!UTM  11      -   0.99990248  x   0.99969429  =   0.99959680
 SW1119
 SW1119|---------------------------------------------------------------------|
 SW1119| PID    Reference Object                     Distance      Geod. Az  |
 SW1119|                                                           dddmmss.s |
 SW1119| CF1948 BLACKIE RM 1                         15.491 METERS 05408     |
 SW1119| SW1110 SHORT                               APPROX. 2.0 KM 1563121.9 |
 SW1119|---------------------------------------------------------------------|
 SW1119
 SW1119                          SUPERSEDED SURVEY CONTROL
 SW1119
 SW1119  NAD 83(1986)-  47 55 20.47492(N)    118 10 21.20988(W) AD(       ) 2
 SW1119  NAD 27      -  47 55 20.90200(N)    118 10 17.28200(W) AD(       ) 2
 SW1119  NGVD 29 (07/19/86)  640.0    (m)         2100.     (f) VERT ANG       
 SW1119
 SW1119.Superseded values are not recommended for survey control.
 SW1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1119.See file dsdata.txt to determine how the superseded data were derived.
 SW1119
 SW1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP1240208335(NAD 83)
 SW1119_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1119_SETTING: 66 = SET IN ROCK OUTCROP
 SW1119_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1119
 SW1119  HISTORY     - Date     Condition        Report By
 SW1119  HISTORY     - 1935     MONUMENTED       BOR
 SW1119
 SW1119                          STATION DESCRIPTION
 SW1119
 SW1119'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1119'STATION IS LOCATED ON ROUNDED BASALT KNOB W OF SADDLE AND HIGHER
 SW1119'BASALT HILL (ELEV. ABOUT 2,000 FT.), IN SE 1/4 SEC. 17, T. 28
 SW1119'N., R. 37 E. WM.
 SW1119'
 SW1119'STATION IS REACHED FROM DAVENPORT, BY DRIVING N ON STATE HIGHWAY
 SW1119'22.  AT 22.0 CROSS DETILLIAN BRIDGE ON SPOKANE RIVER.  22.2,
 SW1119'TURN RIGHT ON WELLPINIT ROAD.  22.9, TURN LEFT.  23.2, TAKE RIGHT
 SW1119'FORK.  23.6, TAKE RIGHT FORK.  LEAVE CAR AT 24.6 AND WALK S ABOUT
 SW1119'1,300 FEET TO SADDLE BETWEEN HIGH POINT AND ROUNDED KNOB.
 SW1119'STATION IS DOWN SLOPE OF KNOB TOWARD RIVER (W).
 SW1119'
 SW1119'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20B,
 SW1119'RESPECTIVELY.  TRIANGLE CHISELED AROUND CROSS ON R.M.
 SW1119'
 SW1119'HEIGHT OF LIGHT ABOVE STATION MARK 1.18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1955 ***********************************************************************
 SA1955  DESIGNATION -  BLACKLAW RESET
 SA1955  PID         -  SA1955
 SA1955  STATE/COUNTY-  WA/WALLA WALLA
 SA1955  USGS QUAD   -  PAGE (1991)
 SA1955
 SA1955                         *CURRENT SURVEY CONTROL
 SA1955  ___________________________________________________________________
 SA1955* NAD 83(1991)-  46 20 17.43325(N)    118 42 39.66414(W)     ADJUSTED  
 SA1955* NAVD 88     -       332.0    (meters)    1089.     (feet)  VERTCON   
 SA1955  ___________________________________________________________________
 SA1955  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 SA1955  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SA1955
 SA1955  HORZ ORDER  -  THIRD
 SA1955
 SA1955.The horizontal coordinates were established by classical geodetic methods
 SA1955.and adjusted by the National Geodetic Survey in December 1991..
 SA1955
 SA1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1955
 SA1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1955
 SA1955.The geoid height was determined by GEOID03.
 SA1955
 SA1955;                    North         East     Units Scale Factor Converg.
 SA1955;SPC WA S     -   113,249.462   637,711.481   MT  0.99992384   +1 17 58.2
 SA1955;SPC WA S     -   371,552.61  2,092,225.08   sFT  0.99992384   +1 17 58.2
 SA1955;UTM  11      - 5,133,044.837   368,322.279   MT  0.99981314   -1 14 16.7
 SA1955
 SA1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1955!SPC WA S     -   0.99995133  x   0.99992384  =   0.99987518
 SA1955!UTM  11      -   0.99995133  x   0.99981314  =   0.99976448
 SA1955
 SA1955|---------------------------------------------------------------------|
 SA1955| PID    Reference Object                     Distance      Geod. Az  |
 SA1955|                                                           dddmmss.s |
 SA1955| CF4522 BLACKLAW RM 1                         8.074 METERS 17922     |
 SA1955| CF4521 945                                                2130806.5 |
 SA1955| CF4523 BLACKLAW RM 2                         5.838 METERS 35917     |
 SA1955|---------------------------------------------------------------------|
 SA1955
 SA1955                          SUPERSEDED SURVEY CONTROL
 SA1955
 SA1955  NAD 83(1991)-  46 20 17.43375(N)    118 42 39.66500(W) AD(       ) 3
 SA1955  NAD 83(1986)-  46 20 17.44064(N)    118 42 39.65519(W) AD(       ) 3
 SA1955  NAD 27      -  46 20 17.94500(N)    118 42 35.68000(W) AD(       ) 3
 SA1955  NGVD 29 (07/19/86)  331.0    (m)         1086.     (f) VERT ANG       
 SA1955
 SA1955.Superseded values are not recommended for survey control.
 SA1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1955.See file dsdata.txt to determine how the superseded data were derived.
 SA1955
 SA1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM6832233045(NAD 83)
 SA1955_MARKER: DS = TRIANGULATION STATION DISK
 SA1955_SETTING: 0 = UNSPECIFIED SETTING
 SA1955_STAMPING: BLACKLAW 1946 1963
 SA1955_MARK LOGO: CGS   
 SA1955
 SA1955  HISTORY     - Date     Condition        Report By
 SA1955  HISTORY     - 1946     MONUMENTED       CGS
 SA1955  HISTORY     - 1960     POOR             CGS
 SA1955  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SA1955  HISTORY     - 1964     GOOD             CGS
 SA1955
 SA1955                          STATION DESCRIPTION
 SA1955
 SA1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SA1955'STATION IS LOCATED 5.1 MILES (AIR LINE) WNW OF EUREKA, 2.8 MILES
 SA1955'ENE OF THE RAILROAD SIDING OF PAGE, 1.7 MILES SSE OF THE SNAKE
 SA1955'RIVER, AND IS PROBABLY IN THE NE 1/4 SEC. 20, T. 10 N., R. 53 E.
 SA1955'IT IS 4-1/2 FEET W OF A N-S FENCE LINE, IN AN UNCULTIVATED FIELD,
 SA1955'AND ON THE CREST OF THE RIDGE ABOUT 200 YARDS SW OF AND 15 FEET
 SA1955'LOWER THAN THE HIGHEST POINT.  IT IS ON PROPERTY OF MR. BERT
 SA1955'BLACKLAW.
 SA1955'
 SA1955'STATION MARK, STAMPED---BLACKLAW 1946---, IS A BRONZE DISK WELDED TO
 SA1955'A 2-1/2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE THE SURFACE OF
 SA1955'THE GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 SA1955'CONCRETE.  NO WITNESS MARK WAS SET.
 SA1955'
 SA1955'REFERENCE MARK 1, STAMPED---BLACKLAW NO 1 1946---, IS A BRONZE DISK
 SA1955'BRAZED TO THE TOP OF A 2-1/2-INCH IRON PIPE PROJECTING 6 INCHES
 SA1955'ABOVE THE SURFACE.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION
 SA1955'MARK AND 1 METER W OF THE FENCE LINE.
 SA1955'
 SA1955'REFERENCE MARK 2, STAMPED---BLACKLAW NO 2 1946---, IS A BRONZE DISK
 SA1955'BRAZED TO THE TOP OF A 2-1/2-INCH IRON PIPE PROJECTING 3 INCHES
 SA1955'ABOVE THE SURFACE.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION MARK
 SA1955'AND 1 METER W OF THE FENCE LINE.
 SA1955'
 SA1955'A STANDARD U.S.G.S. BENCH MARK, RIVETED TO THE TOP OF A 3-INCH
 SA1955'IRON PIPE PROJECTING ABOUT 15 INCHES ABOVE THE SURFACE, SERVES AS
 SA1955'THE AZIMUTH MARK FOR THIS STATION.  IT IS APPROXIMATELY 0.9 MILE
 SA1955'SW OF STATION AND IS PASSED ENROUTE TO THE STATION.  IT IS 28 FEET
 SA1955'N OF A WIRE GATE, 10 FEET W OF A FENCE CORNER, AND 1 FOOT S OF
 SA1955'THE FENCE LINE.  MARK IS STAMPED---945 FEET, 1915, DATUM WASH---.
 SA1955'
 SA1955'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PASCO, DRIVE
 SA1955'E ON U.S. HIGHWAY 410 FOR 4.1 MILES TO A DIRT ROAD ON LEFT JUST
 SA1955'AFTER CROSSING THE BRIDGE OVER THE SNAKE RIVER.  TURN LEFT, OFF
 SA1955'THE HIGHWAY, AND FOLLOW THE MAIN TRAVELED ROAD 5.9 MILES TO A
 SA1955'FORK JUST AFTER CROSSING RAILROAD TRACKS.  TAKE RIGHT FORK AND
 SA1955'CONTINUE ON THE MAIN TRAVELED ROAD FOR 11.1 MILES TO ROAD
 SA1955'FORK.  TURN LEFT AND FOLLOW THE ROAD TO PAGE FOR 2.1 MILES TO A
 SA1955'TRACK ROAD ON RIGHT.  TURN RIGHT ON TRACK ROAD UP STEEP GRADE
 SA1955'0.05 MILE TO A WIRE GATE (AZIMUTH MARK ON LEFT).  PASS THROUGH
 SA1955'GATE AND FOLLOW THE MAIN FIELD ROAD NE ACROSS FIELD FOR 0.6 MILE
 SA1955'TO AN OPENING IN THE FENCE LINE.  PASS THROUGH FENCE LINE
 SA1955'AND CONTINUE NE ALONG CREST OF THE RIDGE 0.35 MILE TO ANOTHER
 SA1955'FENCE LINE AND STATION SITE.
 SA1955
 SA1955                          STATION RECOVERY (1960)
 SA1955
 SA1955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SA1955'REFERENCE MARK NO. 2 AND AZIMUTH MARK RECOVERED IN GOOD
 SA1955'CONDITION.  STATION AND REFERENCE MARK NO. 1 HAVE BEEN HIT AND
 SA1955'SLIGHTLY DISTURBED BY A PLOW. DISTANCES TO REFERENCE MARKS WERE NOT
 SA1955'MEASURED.  THE DESCRIPTION BY J.T.J. IN 1946 ADEQUATE AND CORRECT
 SA1955'EXCEPT FOR THE FOLLOWING.
 SA1955'
 SA1955'STATION IS 3.5 FEET WEST OF A FENCE LINE.  REFERENCE MARK NO. 1
 SA1955'IS 25 FEET WEST OF A FENCE LINE.  REFERENCE MARK NO. 2 IS 70.0
 SA1955'FEET SOUTH OF THE INTERSECTION OF A NORTH-SOUTH FENCE AND A FENCE
 SA1955'RUNNING NORTHEAST AND 2.8 FEET WEST OF A FENCE LINE.  AZIMUTH MARK
 SA1955'IS 69.8 FEET NORTH OF POWER POLE AT ANGLE POINT IN LINE, AND 11.8
 SA1955'FEET WEST OF FENCE LINE.
 SA1955'
 SA1955'TO REACH STATION FROM POST OFFICE IN PASCO GO 4.5 MILES SOUTHEAST
 SA1955'ON U.S. HIGHWAY 410-395 TO JUNCTION WITH STATE ROUTE 3-D, TURN LEFT
 SA1955'AND GO 16.2 MILES EAST AND NORTHEAST TO T-ROAD ON LEFT, TURN LEFT
 SA1955'AND GO 2.1 MILES NORTH TO RIGHT ANGLE TURN IN ROAD, TURN RIGHT AND
 SA1955'GO 0.1 MILE EAST TO GATE IN FENCE LINE AND AZIMUTH MARK ON LEFT,
 SA1955'PASS THROUGH GATE AND GO 0.6 MILE NORTHEAST ACROSS CULTIVATED
 SA1955'FIELD TO FENCE LINE AND END OF TRUCK TRAVEL, FROM HERE PACK
 SA1955'ABOUT 0.4 MILE NORTHEAST TO HIGHEST POINT OF HILL AND STATION IN
 SA1955'FENCE LINE.
 SA1955
 SA1955                          STATION RECOVERY (1963)
 SA1955
 SA1955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SA1955'THE STATION MARK, THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 SA1955'RECOVERED AS DESCRIBED IN 1946 AND 1960, EXCEPT THAT THE STATION
 SA1955'MARK HAD BEEN DUG OUT BY THE STATE HIGHWAY DEPT. IN ORDER TO USE
 SA1955'THE UNDERGROUND MARK.
 SA1955'
 SA1955'THE STATION MARK WAS RESET OVER THE UNDERGROUND MARK, USING THE
 SA1955'SAME ORIGINAL DISK WHICH IS BRAZED TO THE TOP OF A 3-INCH PIPE
 SA1955'WHICH IS ENCASED IN A CONCRETE POST.  1963 WAS ADDED TO THE
 SA1955'STAMPING OF THE SURFACE STATION MARK.  THE MARK NOW PROJECTS ABOUT
 SA1955'6 INCHES AND IS 2.8 FEET WEST OF A METAL WITNESS POST.  REFERENCE
 SA1955'MARK NO. 1 IS TILTED SLIGHTLY NORTH AND WILL PROBABLY MEASURE A
 SA1955'SLIGHTLY SHORTER DISTANCE THAN PREVIOUSLY.  IT IS BELIEVED
 SA1955'THAT IN 1960 THE DESCRIPTION WAS INTENDED TO STATE REFERENCE MARK
 SA1955'NO. 1 IS 2.5 FEET WEST OF A FENCE INSTEAD OF 25 FEET.
 SA1955'
 SA1955'DIRECTIONS GIVEN IN 1960 TO REACH THE STATION ARE GOOD, BUT THERE
 SA1955'IS SOME ROAD CONSTRUCTION GOING ON ALONG THE STRETCH OF ROAD WHERE
 SA1955'ONE GOES 2.1 MILES NORTH.  BEAR IN MIND THAT WHERE ONE TURNS
 SA1955'EAST 0.1 MILE TO GATE AND AZIMUTH MARK THAT THE MAIN ROAD TURNS
 SA1955'FROM NORTH TO WEST AND SO DOES THE POWER LINE.  A TRUCK COULD BE
 SA1955'DRIVEN THE LAST 0.4 MILE TO THE STATION IF PERMISSION WERE
 SA1955'OBTAINED TO TAKE DOWN THE FENCE AND DRIVE ACROSS THE FIELD.
 SA1955
 SA1955                          STATION RECOVERY (1964)
 SA1955
 SA1955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 SA1955'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 SA1955'CONDITION.  THE STATION MARK IS NOW
 SA1955'STAMPED---BLACKLAW 1946 1963---.  THE
 SA1955'STATION WAS VISITED BY A LIGHTKEEPER ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1909 ***********************************************************************
 SA1909  DESIGNATION -  BLACKSNAKE
 SA1909  PID         -  SA1909
 SA1909  STATE/COUNTY-  WA/WALLA WALLA
 SA1909  USGS QUAD   -  KOOSKOOSKIE (1995)
 SA1909
 SA1909                         *CURRENT SURVEY CONTROL
 SA1909  ___________________________________________________________________
 SA1909* NAD 83(1991)-  46 04 02.43647(N)    118 03 10.91596(W)     ADJUSTED  
 SA1909* NAVD 88     -      1150.1    (meters)    3773.     (feet)  VERTCON   
 SA1909  ___________________________________________________________________
 SA1909  LAPLACE CORR-          19.36  (seconds)                    DEFLEC99
 SA1909  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SA1909
 SA1909  HORZ ORDER  -  SECOND
 SA1909
 SA1909.The horizontal coordinates were established by classical geodetic methods
 SA1909.and adjusted by the National Geodetic Survey in December 1991..
 SA1909
 SA1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1909
 SA1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1909
 SA1909.The geoid height was determined by GEOID03.
 SA1909
 SA1909;                    North         East     Units Scale Factor Converg.
 SA1909;SPC WA S     -    84,521.358   689,281.254   MT  0.99995516   +1 46 38.9
 SA1909;SPC WA S     -   277,300.49  2,261,416.91   sFT  0.99995516   +1 46 38.9
 SA1909;SPC OR N     -   269,647.012 2,689,294.537   MT  1.00001782   +1 44 07.3
 SA1909;SPC OR N     -   884,668.67  8,823,144.81   iFT  1.00001782   +1 44 07.3
 SA1909;UTM  11      - 5,102,068.840   418,560.421   MT  0.99968153   -0 45 30.2
 SA1909
 SA1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1909!SPC WA S     -   0.99982274  x   0.99995516  =   0.99977790
 SA1909!SPC OR N     -   0.99982274  x   1.00001782  =   0.99984055
 SA1909!UTM  11      -   0.99982274  x   0.99968153  =   0.99950432
 SA1909
 SA1909|---------------------------------------------------------------------|
 SA1909| PID    Reference Object                     Distance      Geod. Az  |
 SA1909|                                                           dddmmss.s |
 SA1909| CF4525 BLACKSNAKE RM 1                      10.998 METERS 05354     |
 SA1909| SA1924 WALLA WALLA US ENG WATER TANK       APPROX.16.4 KM 2791649.5 |
 SA1909| CF4524 BLACKSNAKE AZ MK                                   3113020.5 |
 SA1909| CF4526 BLACKSNAKE RM 2                       8.589 METERS 32902     |
 SA1909|---------------------------------------------------------------------|
 SA1909
 SA1909                          SUPERSEDED SURVEY CONTROL
 SA1909
 SA1909  NAD 83(1991)-  46 04 02.43686(N)    118 03 10.91529(W) AD(       ) 2
 SA1909  NAD 83(1986)-  46 04 02.43982(N)    118 03 10.90648(W) AD(       ) 2
 SA1909  NAD 27      -  46 04 02.94096(N)    118 03 07.08975(W) AD(       ) 2
 SA1909  NGVD 29 (07/19/86) 1149.0    (m)         3770.     (f) VERT ANG       
 SA1909
 SA1909.Superseded values are not recommended for survey control.
 SA1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1909.See file dsdata.txt to determine how the superseded data were derived.
 SA1909
 SA1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM1856002069(NAD 83)
 SA1909_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1909
 SA1909  HISTORY     - Date     Condition        Report By
 SA1909  HISTORY     - 1964     MONUMENTED       CGS
 SA1909  HISTORY     - 20031004 GOOD             GEOCAC
 SA1909
 SA1909                          STATION DESCRIPTION
 SA1909
 SA1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 SA1909'THE STATION IS LOCATED ABOUT 14 MILES SOUTH SOUTHEAST OF WAITSBURG,
 SA1909'13-1/2 MILES EAST OF WALLA WALLA, 4-1/2 MILES NORTH OF THE
 SA1909'WASHINGTON-OREGON STATE LINE, ON A ROUND, GRASSY KNOLL ON BLACKSNAKE
 SA1909'RIDGE.  THE KNOLL IS WOODED ON THE NORTH SLOPE.
 SA1909'
 SA1909'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN WALLA WALLA, GO
 SA1909'EASTERLY ON U.S. HIGHWAY 410 FOR 7.35 MILES TO A PAVED SIDE ROAD
 SA1909'ON THE RIGHT JUST BEFORE GOING UNDER A RAILROAD OVERPASS.  TURN
 SA1909'RIGHT, THENCE TAKE THE LEFT FORK AND FOLLOW THE PAVED ROAD EASTERLY
 SA1909'FOR 6.5 MILES TO A CROSS ROAD, LOCALLY KNOWN AS FIVE POINTS.
 SA1909'CONTINUE STRAIGHT AHEAD, EAST, ON A GRAVELED ROAD FOR 2.2 MILES TO A
 SA1909'TURN IN THE ROAD TO THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.
 SA1909'CONTINUE AHEAD, SOUTHEASTERLY, FOR 0.9 MILE TO A FORK, TAKE THE LEFT
 SA1909'FORK AND GO 0.55 MILE TO THE TOP OF THE GRADE AND A REVERSE Y FORK
 SA1909'TO THE RIGHT.  TURN BACK, SHARP RIGHT, AND GO WESTERLY FOR 0.1 MILE
 SA1909'TO THE TOP OF THE GRASSY KNOLL AND THE STATION.
 SA1909'
 SA1909'THE STATION MARK IS A STANDARD DISK, STAMPED BLACKSNAKE 1964, SET IN
 SA1909'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 SA1909'INCHES ABOVE THE GROUND.  IT IS 94 FEET SOUTHWEST OF THE EDGE OF
 SA1909'THE WOODS, 16 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE TRACK
 SA1909'ROAD, 4.2 FEET WEST OF A WITNESS POST AND AT A POINT WHERE THE HILL
 SA1909'STARTS TO SLOPE OFF TO THE SOUTH.
 SA1909'
 SA1909'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLACKSNAKE NO 1 1964,
 SA1909'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 SA1909'INCHES ABOVE THE GROUND.  IT IS 58 FEET SOUTHWEST OF THE EDGE OF THE
 SA1909'WOODS, 20 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE TRACK
 SA1909'ROAD, ON THE HIGHEST POINT OF THE HILL, ABOUT 1 FOOT HIGHER THAN THE
 SA1909'STATION.
 SA1909'
 SA1909'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLACKSNAKE NO 2 1964,
 SA1909'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 SA1909'INCHES ABOVE THE GROUND.  IT IS 25.0 FEET WEST NORTHWEST OF A
 SA1909'WITNESS POST, 15 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 SA1909'TRACK ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
 SA1909'
 SA1909'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACKSNAKE 1964, SET IN
 SA1909'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 SA1909'INCHES ABOVE THE GROUND.  IT IS 17 FEET SOUTH OF THE CENTER OF THE
 SA1909'GRAVELED ROAD, 3.0 FEET EAST SOUTHEAST OF A WITNESS POST, AND 2.0
 SA1909'FEET EAST OF AN ANGLE FENCE CORNER POST.
 SA1909
 SA1909                          STATION RECOVERY (2003)
 SA1909
 SA1909'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA1909'STATION DISK AND REF1 FOUND AS DESCRIBED. AZIMUTH AND REF2 NOT
 SA1909'LOCATED. NO WITNESS POSTS PRESENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4371 ***********************************************************************
 SY4371  DESIGNATION -  BLACKSTOCK LUMBER COMPANY SAWDUST BLOWER
 SY4371  PID         -  SY4371
 SY4371  STATE/COUNTY-  WA/KING
 SY4371  USGS QUAD   -  POVERTY BAY (1994)
 SY4371
 SY4371                         *CURRENT SURVEY CONTROL
 SY4371  ___________________________________________________________________
 SY4371* NAD 83(1991)-  47 37 27.63188(N)    122 21 58.19562(W)     ADJUSTED  
 SY4371* NAVD 88     -                                                        
 SY4371  ___________________________________________________________________
 SY4371  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 SY4371  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY4371
 SY4371  HORZ ORDER  -  THIRD
 SY4371
 SY4371.The horizontal coordinates were established by classical geodetic methods
 SY4371.and adjusted by the National Geodetic Survey in December 1991..
 SY4371
 SY4371
 SY4371.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4371
 SY4371.The geoid height was determined by GEOID03.
 SY4371
 SY4371;                    North         East     Units Scale Factor Converg.
 SY4371;SPC WA N     -    70,562.965   384,793.935   MT  0.99997913   -1 08 28.4
 SY4371;SPC WA N     -   231,505.33  1,262,444.77   sFT  0.99997913   -1 08 28.4
 SY4371;UTM  10      - 5,274,743.392   547,623.344   MT  0.99962787   +0 28 05.7
 SY4371
 SY4371                          SUPERSEDED SURVEY CONTROL
 SY4371
 SY4371  NAD 83(1986)-  47 37 27.62589(N)    122 21 58.20078(W) AD(       ) 4
 SY4371  NAD 27      -  47 37 28.27300(N)    122 21 53.74500(W) AD(       ) 3
 SY4371
 SY4371.Superseded values are not recommended for survey control.
 SY4371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4371.See file dsdata.txt to determine how the superseded data were derived.
 SY4371
 SY4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4762374743(NAD 83)
 SY4371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY4371+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 SY4371
 SY4371  HISTORY     - Date     Condition        Report By
 SY4371  HISTORY     - 1934     FIRST OBSERVED   CGS
 SY4371  HISTORY     - 1943     GOOD             CGS
 SY4371  HISTORY     - 1951     GOOD             CGS
 SY4371  HISTORY     - 1968     GOOD             CGS
 SY4371  HISTORY     - 1983     GOOD             USPSQD
 SY4371  HISTORY     - 1987     GOOD             USPSQD
 SY4371  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY4371  HISTORY     - 20041215 GOOD             LOCSUR
 SY4371
 SY4371                          STATION DESCRIPTION
 SY4371
 SY4371'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4371'THIS IS NOT A TANK AND IS NOT THE ALUMINUM BLOWER COMPANY.  IT WAS AN
 SY4371'ALUMINUM-PAINTED SAWDUST BLOWER ON THE ROOF OF THE BLACK STOCK
 SY4371'LUMBER COMPANY AT 545 ELLIOTT AVENUE WEST.  THE LUMBER COMPANY
 SY4371'BURNED A FEW YEARS AGO.  THE BLOWER AND THE FRAMING HOLDING IT WERE
 SY4371'NOT DESTROYED.  THE BLOWER WAS SCORCHED AND IS NOW PAINTED BUFF.  THE
 SY4371'BUILDING WAS RENEWED SUBSTANTIALLY AS BEFORE WITH NO CHANGE IN THE
 SY4371'POSITION OF THE BLOWER.
 SY4371
 SY4371                          STATION RECOVERY (1951)
 SY4371
 SY4371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4371'DESCRIBED IN THE 1943 RECOVERY NOTE WHICH DESCRIPTION IS ADEQUATE
 SY4371'AND SUBSTANTIATED BY FURTHER INQUIRY.  THE LUMBER COMPANY IS THE
 SY4371'BLACKSTOCK LUMBER COMPANY, AND NOT BLACK STOCK AS GIVEN IN THE
 SY4371'RECOVERY NOTE.
 SY4371
 SY4371                          STATION RECOVERY (1968)
 SY4371
 SY4371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4371'RECOVERED IN GOOD CONDITION, AS DESCRIBED IN THE 1943 AND 1951
 SY4371'RECOVERY.  BOTH THE BLOWER AND THE BUILDING ARE NOW A DARK GREEN
 SY4371'COLOR.
 SY4371
 SY4371                          STATION RECOVERY (1983)
 SY4371
 SY4371'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4371'STATION RECOVERED GOOD.
 SY4371'
 SY4371'RECOVERED AS DESCRIBED.  EXCEPT - BUILDING IS LIGHT GREY AND BLOWER
 SY4371'IS BLACK.
 SY4371
 SY4371                          STATION RECOVERY (1987)
 SY4371
 SY4371'RECOVERY NOTE BY US POWER SQUADRON 1987 (BC)
 SY4371'RECOVERED IN GOOD CONDITION.
 SY4371
 SY4371                          STATION RECOVERY (2002)
 SY4371
 SY4371'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4371'MARK NOT FOUND.
 SY4371
 SY4371                          STATION RECOVERY (2004)
 SY4371
 SY4371'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RDH)
 SY4371'THE SAWDUST BLOWER IS CURRENTLY PAINTED BLUE. THE BUSINESS IS STILL
 SY4371'KNOWN AS
 SY4371'BLACKSTOCK LUMBER. LOCATED ON THE SOUTHWEST CORNER OF THE MILL
 SY4371'BUILDING, IT'S
 SY4371'VALUE AS AN INTERSECTED POINT IS REDUCED BY MANY TALL BUILDINGS AND
 SY4371'GRAIN
 SY4371'ELEVATORS WHICH HAVE BEEN BUILT IN THE NEAR VICINITY ALONG ELLIOT
 SY4371'AVENUE WHICH
 SY4371'OBSCURE THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2337 ***********************************************************************
 SC2337  DESIGNATION -  BLADE
 SC2337  PID         -  SC2337
 SC2337  STATE/COUNTY-  WA/PACIFIC
 SC2337  USGS QUAD   -  LONG ISLAND (1984)
 SC2337
 SC2337                         *CURRENT SURVEY CONTROL
 SC2337  ___________________________________________________________________
 SC2337* NAD 83(1991)-  46 26 54.08179(N)    123 59 30.73111(W)     ADJUSTED  
 SC2337* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SC2337  ___________________________________________________________________
 SC2337  LAPLACE CORR-          17.37  (seconds)                    DEFLEC99
 SC2337  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 SC2337
 SC2337  HORZ ORDER  -  THIRD
 SC2337
 SC2337.The horizontal coordinates were established by classical geodetic methods
 SC2337.and adjusted by the National Geodetic Survey in December 1991..
 SC2337
 SC2337.The orthometric height was scaled from a topographic map.
 SC2337
 SC2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2337
 SC2337.The geoid height was determined by GEOID03.
 SC2337
 SC2337;                    North         East     Units Scale Factor Converg.
 SC2337;SPC WA S     -   129,871.557   231,811.118   MT  0.99991743   -2 32 11.3
 SC2337;SPC WA S     -   426,086.93    760,533.64   sFT  0.99991743   -2 32 11.3
 SC2337;UTM  10      - 5,144,342.805   423,820.119   MT  0.99967133   -0 43 08.0
 SC2337
 SC2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2337!SPC WA S     -   1.00000265  x   0.99991743  =   0.99992008
 SC2337!UTM  10      -   1.00000265  x   0.99967133  =   0.99967398
 SC2337
 SC2337|---------------------------------------------------------------------|
 SC2337| PID    Reference Object                     Distance      Geod. Az  |
 SC2337|                                                           dddmmss.s |
 SC2337| CE2947 BLADE RM 2                            9.943 METERS 15608     |
 SC2337| SC2344 PINNACLE 1872                       APPROX. 4.2 KM 1570701.2 |
 SC2337| CE2946 BLADE RM 1                           14.771 METERS 35503     |
 SC2337|---------------------------------------------------------------------|
 SC2337
 SC2337                          SUPERSEDED SURVEY CONTROL
 SC2337
 SC2337  NAD 83(1991)-  46 26 54.08130(N)    123 59 30.73073(W) AD(       ) 3
 SC2337  NAD 83(1986)-  46 26 54.08330(N)    123 59 30.71059(W) AD(       ) 3
 SC2337  NAD 27      -  46 26 54.72285(N)    123 59 26.13415(W) AD(       ) 3
 SC2337
 SC2337.Superseded values are not recommended for survey control.
 SC2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2337.See file dsdata.txt to determine how the superseded data were derived.
 SC2337
 SC2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2382044343(NAD 83)
 SC2337_MARKER: Z = SEE DESCRIPTION
 SC2337_SETTING: 0 = UNSPECIFIED SETTING
 SC2337
 SC2337  HISTORY     - Date     Condition        Report By
 SC2337  HISTORY     - 1939     MONUMENTED       CGS
 SC2337
 SC2337                          STATION DESCRIPTION
 SC2337
 SC2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2337'THIS STATION IS NEAR THE CENTER OF THE W SIDE OF LONG ISLAND, AT
 SC2337'THE JUNCTION OF A LONG NARROW GRAVEL SPIT AND THE MAIN PART OF THE
 SC2337'ISLAND, 3.5 FEET ABOVE, AND 6 METERS E OF THE HIGH-WATER LINE, 20
 SC2337'METERS W OF THE FOOT OF THE WOODED BLUFF, AND 8 METERS SW OF THE
 SC2337'EDGE OF MARSHY GROUND.
 SC2337'
 SC2337'THE SURFACE MARK IS A STANDARD DISK, CEMENTED IN THE TOP END OF A
 SC2337'42-INCH SECTION OF 4-INCH CAST-IRON SOIL PIPE, WHICH PROJECTS 4
 SC2337'INCHES ABOVE GROUND.
 SC2337'
 SC2337'THE SUBSURFACE MARK IS A STANDARD DISK, CEMENTED IN THE TOP END OF
 SC2337'A 14-INCH SECTION OF 4-INCH CAST-IRON SOIL PIPE, BURIED 42 INCHES
 SC2337'BELOW THE SURFACE.
 SC2337'
 SC2337'REFERENCE MARKS ARE STANDARD REFERENCE DISKS CEMENTED IN THE TOP
 SC2337'ENDS OF 3-FOOT SECTIONS OF 4-INCH CAST-IRON SOIL PIPE, WHICH
 SC2337'PROJECT 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4008 ***********************************************************************
 SY4008  DESIGNATION -  BLAINE
 SY4008  PID         -  SY4008
 SY4008  STATE/COUNTY-  WA/KING
 SY4008  USGS QUAD   -  
 SY4008
 SY4008                         *CURRENT SURVEY CONTROL
 SY4008  ___________________________________________________________________
 SY4008* NAD 83(1991)-  47 38 01.57999(N)    122 20 24.52283(W)     ADJUSTED  
 SY4008* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY4008  ___________________________________________________________________
 SY4008  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 SY4008  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SY4008
 SY4008  HORZ ORDER  -  THIRD
 SY4008
 SY4008.The horizontal coordinates were established by classical geodetic methods
 SY4008.and adjusted by the National Geodetic Survey in December 1991..
 SY4008
 SY4008.The orthometric height was scaled from a topographic map.
 SY4008
 SY4008.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4008
 SY4008.The geoid height was determined by GEOID03.
 SY4008
 SY4008;                    North         East     Units Scale Factor Converg.
 SY4008;SPC WA N     -    71,572.579   386,769.863   MT  0.99997773   -1 07 18.7
 SY4008;SPC WA N     -   234,817.70  1,268,927.46   sFT  0.99997773   -1 07 18.7
 SY4008;UTM  10      - 5,275,807.732   549,569.456   MT  0.99963019   +0 29 15.2
 SY4008
 SY4008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4008!SPC WA N     -   1.00000229  x   0.99997773  =   0.99998002
 SY4008!UTM  10      -   1.00000229  x   0.99963019  =   0.99963248
 SY4008
 SY4008                          SUPERSEDED SURVEY CONTROL
 SY4008
 SY4008  NAD 83(1986)-  47 38 01.57365(N)    122 20 24.52860(W) AD(       ) 3
 SY4008  NAD 27      -  47 38 02.22100(N)    122 20 20.07400(W) AD(       ) 3
 SY4008
 SY4008.Superseded values are not recommended for survey control.
 SY4008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4008.See file dsdata.txt to determine how the superseded data were derived.
 SY4008
 SY4008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4956975808(NAD 83)
 SY4008_MARKER: Z = SEE DESCRIPTION
 SY4008_SETTING: 0 = UNSPECIFIED SETTING
 SY4008
 SY4008  HISTORY     - Date     Condition        Report By
 SY4008  HISTORY     - 1915     MONUMENTED       CGS
 SY4008  HISTORY     - 1919     SEE DESCRIPTION  CGS
 SY4008  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4008
 SY4008                          STATION DESCRIPTION
 SY4008
 SY4008'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (GTR)
 SY4008'STATION IS ON THE W SHORE OF LAKE UNION.  IT IS JUST OFF WESTLAKE
 SY4008'AVENUE ON THE E SIDE AND ACROSS THE DOUBLE-TRACK CARLINE, BETWEEN
 SY4008'HAYES AND BLAINE STREETS.  THE STATION IS ON THE FILL FOR THE
 SY4008'CARLINE AND IS ABOUT 15 FEET HIGHER THAN THE WATER IN LAKE UNION,
 SY4008'AND IS ALSO ABOUT 20 FEET FROM THE WATERS EDGE.
 SY4008'
 SY4008'THE STATION IS MARKED WITH A REGULATION MARK IN CONCRETE MONUMENT
 SY4008'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.
 SY4008'
 SY4008'THE FOLLOWING THREE REFERENCE MARKS WERE MADE--
 SY4008'
 SY4008'REFERENCE MARK NO.1 IS A REGULATION MARK SET IN CONCRETE MONUMENT
 SY4008'WHOSE FACE IS 12 INCHES IN DIAMETER AND FLUSH WITH GROUND, 4.599
 SY4008'METERS FROM STATION.
 SY4008'
 SY4008'REFERENCE MARK NO.2 IS A REGULATION MARK SET IN CONCRETE
 SY4008'MONUMENT WHOSE FACE IS 12 INCHES IN DIAMETER AND FLUSH WITH
 SY4008'GROUND, 11.640 METERS FROM STATION.
 SY4008'
 SY4008'REFERENCE MARK NO.3 IS A TRIANGLE MADE WITH NAILS DRIVEN IN
 SY4008'TELEGRAPH POLE 7.35 METERS FROM STATION.
 SY4008
 SY4008                          STATION RECOVERY (1919)
 SY4008
 SY4008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY4008'WITNESS MARK ON TELEGRAPH POLE RECOVERED.  STATION AND REFERENCE
 SY4008'MARKS COVERED BY SEVERAL FEET OF EARTH.
 SY4008
 SY4008                          STATION RECOVERY (2001)
 SY4008
 SY4008'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 SY4008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1425 ***********************************************************************
 SW1425  DESIGNATION -  BLAINE 1938
 SW1425  PID         -  SW1425
 SW1425  STATE/COUNTY-  WA/DOUGLAS
 SW1425  USGS QUAD   -  STEAMBOAT ROCK SW (1968)
 SW1425
 SW1425                         *CURRENT SURVEY CONTROL
 SW1425  ___________________________________________________________________
 SW1425* NAD 83(1991)-  47 46 39.99003(N)    119 14 07.90309(W)     ADJUSTED  
 SW1425* NAVD 88     -       700.0    (meters)    2297.     (feet)  VERTCON   
 SW1425  ___________________________________________________________________
 SW1425  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 SW1425  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 SW1425
 SW1425  HORZ ORDER  -  SECOND
 SW1425
 SW1425.The horizontal coordinates were established by classical geodetic methods
 SW1425.and adjusted by the National Geodetic Survey in December 1991..
 SW1425
 SW1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1425
 SW1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1425
 SW1425.The geoid height was determined by GEOID03.
 SW1425
 SW1425;                    North         East     Units Scale Factor Converg.
 SW1425;SPC WA N     -    87,717.436   619,734.492   MT  0.99995978   +1 11 22.6
 SW1425;SPC WA N     -   287,786.29  2,033,245.58   sFT  0.99995978   +1 11 22.6
 SW1425;UTM  11      - 5,294,021.368   332,528.776   MT  0.99994465   -1 39 21.2
 SW1425
 SW1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1425!SPC WA N     -   0.99989339  x   0.99995978  =   0.99985318
 SW1425!UTM  11      -   0.99989339  x   0.99994465  =   0.99983805
 SW1425
 SW1425:                Primary Azimuth Mark                     Grid Az
 SW1425:SPC WA N     -  FERGUSON                                 027 15 59.1
 SW1425:UTM  11      -  FERGUSON                                 030 06 42.9
 SW1425
 SW1425|---------------------------------------------------------------------|
 SW1425| PID    Reference Object                     Distance      Geod. Az  |
 SW1425|                                                           dddmmss.s |
 SW1425| SW1431 FERGUSON                            APPROX. 4.6 KM 0282721.7 |
 SW1425|---------------------------------------------------------------------|
 SW1425
 SW1425                          SUPERSEDED SURVEY CONTROL
 SW1425
 SW1425  NAD 83(1986)-  47 46 39.99807(N)    119 14 07.89741(W) AD(       ) 2
 SW1425  NAD 27      -  47 46 40.47200(N)    119 14 03.79800(W) AD(       ) 2
 SW1425  NGVD 29 (07/19/86)  698.8    (m)         2293.     (f) VERT ANG       
 SW1425
 SW1425.Superseded values are not recommended for survey control.
 SW1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1425.See file dsdata.txt to determine how the superseded data were derived.
 SW1425
 SW1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN3252994021(NAD 83)
 SW1425_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1425_SETTING: 80 = SET IN A BOULDER
 SW1425_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1425+STABILITY: SURFACE MOTION
 SW1425
 SW1425  HISTORY     - Date     Condition        Report By
 SW1425  HISTORY     - 1938     MONUMENTED       BOR
 SW1425
 SW1425                          STATION DESCRIPTION
 SW1425
 SW1425'DESCRIBED BY US BUREAU OF RECLAMATION 1938 (CMB)
 SW1425'LOCATED ON THE W RIM OF THE GRAND COULEE, NEAR THE E 1/4 SEC. 1,
 SW1425'T. 26 N., R. 28 E. WM, IN A SMALL POCKET ON THE N SIDE OF A LOW
 SW1425'ROCKY RIDGE.
 SW1425'
 SW1425'TO REACH FROM POST OFFICE IN COULEE CITY, (0.0 MILES), DRIVE W
 SW1425'ON HIGHWAY.  2.30, TURN RIGHT OFF U.S. HIGHWAY 10 ON STATE HIGHWAY
 SW1425'10 TOWARD MANSFIELD.  14.5, TURN RIGHT OFF STATE HIGHWAY 10 AND
 SW1425'FOLLOW DIRT ROAD E.  18.5, TURN S THROUGH GATE.  18.65, TURN LEFT
 SW1425'ALONG S SIDE OF FIELD.  19.15, THROUGH GATE AND CONTINUE E.
 SW1425'19.65, THROUGH GATE AND TURN S ON OLD ROAD ALONG FENCE.  20.15,
 SW1425'TURN LEFT ALONG FENCE LINE (DO NOT GO THROUGH GATE) AND
 SW1425'FOLLOW FENCE LINE BY BEST ROUTE TO FENCE CORNER.  AT FENCE
 SW1425'CORNER CONTINUE DUE E ALONG OLD FENCE ACROSS DRAW AND TO TOP OF
 SW1425'RIDGE, THENCE SE ALONG RIDGE AND INTO SMALL POCKET AND STATION
 SW1425'21.15 MILES.
 SW1425'
 SW1425'STATION MARK IS SET ACCORDING TO NOTE 5.
 SW1425'
 SW1425'HEIGHT OF STAND ABOVE STATION MARK - 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1385 ***********************************************************************
 RB1385  DESIGNATION -  BLAIR
 RB1385  PID         -  RB1385
 RB1385  STATE/COUNTY-  WA/BENTON
 RB1385  USGS QUAD   -  JUNIPER (1993)
 RB1385
 RB1385                         *CURRENT SURVEY CONTROL
 RB1385  ___________________________________________________________________
 RB1385* NAD 83(1991)-  45 59 07.85615(N)    119 00 57.90028(W)     ADJUSTED  
 RB1385* NAVD 88     -       327.     (meters)    1073.     (feet)  SCALED    
 RB1385  ___________________________________________________________________
 RB1385  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 RB1385  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RB1385
 RB1385  HORZ ORDER  -  SECOND
 RB1385
 RB1385.The horizontal coordinates were established by classical geodetic methods
 RB1385.and adjusted by the National Geodetic Survey in December 1991..
 RB1385
 RB1385.The orthometric height was scaled from a topographic map.
 RB1385
 RB1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1385
 RB1385.The geoid height was determined by GEOID03.
 RB1385
 RB1385;                    North         East     Units Scale Factor Converg.
 RB1385;SPC WA S     -    73,571.638   614,968.715   MT  0.99996897   +1 04 40.5
 RB1385;SPC WA S     -   241,376.28  2,017,609.86   sFT  0.99996897   +1 04 40.5
 RB1385;SPC OR N     -   258,740.666 2,614,972.180   MT  0.99999635   +1 03 08.5
 RB1385;SPC OR N     -   848,886.70  8,579,305.05   iFT  0.99999635   +1 03 08.5
 RB1385;UTM  11      - 5,094,414.299   343,850.331   MT  0.99989975   -1 27 00.7
 RB1385
 RB1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1385!SPC WA S     -   0.99995212  x   0.99996897  =   0.99992109
 RB1385!SPC OR N     -   0.99995212  x   0.99999635  =   0.99994847
 RB1385!UTM  11      -   0.99995212  x   0.99989975  =   0.99985187
 RB1385
 RB1385:                Primary Azimuth Mark                     Grid Az
 RB1385:SPC WA S     -  WALL                                     128 38 09.3
 RB1385:SPC OR N     -  WALL                                     128 39 41.3
 RB1385:UTM  11      -  WALL                                     131 09 50.5
 RB1385
 RB1385|---------------------------------------------------------------------|
 RB1385| PID    Reference Object                     Distance      Geod. Az  |
 RB1385|                                                           dddmmss.s |
 RB1385| RB1382 WALL                                APPROX. 1.8 KM 1294249.8 |
 RB1385| CF4527 BLAIR RM 1                           10.333 METERS 25423     |
 RB1385| CF4528 BLAIR RM 2                            9.550 METERS 34436     |
 RB1385|---------------------------------------------------------------------|
 RB1385
 RB1385                          SUPERSEDED SURVEY CONTROL
 RB1385
 RB1385  NAD 83(1991)-  45 59 07.85615(N)    119 00 57.90030(W) AD(       ) 2
 RB1385  NAD 83(1986)-  45 59 07.86209(N)    119 00 57.89390(W) AD(       ) 2
 RB1385  NAD 27      -  45 59 08.38200(N)    119 00 53.87400(W) AD(       ) 2
 RB1385
 RB1385.Superseded values are not recommended for survey control.
 RB1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1385.See file dsdata.txt to determine how the superseded data were derived.
 RB1385
 RB1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL4385094414(NAD 83)
 RB1385_MARKER: Z = SEE DESCRIPTION
 RB1385_SETTING: 0 = UNSPECIFIED SETTING
 RB1385
 RB1385  HISTORY     - Date     Condition        Report By
 RB1385  HISTORY     - 1942     MONUMENTED       USE
 RB1385  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RB1385
 RB1385                          STATION DESCRIPTION
 RB1385
 RB1385'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB1385'STATION IS ABOUT 17 MILES SE OF KENNEWICK AND ABOUT 3 MILES SW
 RB1385'OF YELLEPIT STATION ON THE SPOKANE, PORTLAND AND SEATTLE
 RB1385'RAILWAY.  IT IS ON THE N SIDE OF THE COLUMBIA RIVER ON PROPERTY
 RB1385'OWNED BY WILLIAM BLAIR, ON A VERY PROMINENT FLAT-TOPPED BLUFF THAT
 RB1385'PROTRUDES TOWARD THE RIVER, AND IS 12 FEET N OF THE EDGE OF
 RB1385'BLUFF.
 RB1385'
 RB1385'IT IS A STANDARD U.S.E. DISK SET IN A CIRCULAR MOUND OF
 RB1385'CONCRETE.  IT PROJECTS 4 INCHES AND IS STAMPED BLAIR 1941.
 RB1385'
 RB1385'THERE IS NO UNDERGROUND MARK.
 RB1385'
 RB1385'REFERENCE MARK NO.1 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 RB1385'30 FEET N OF THE EDGE OF THE BLUFF.  IT IS A STANDARD U.S.E. DISK
 RB1385'SET IN A CIRCULAR MOUND OF CONCRETE.  IT PROJECTS 3 INCHES AND IS
 RB1385'STAMPED BLAIR NO.1 1941.
 RB1385'
 RB1385'REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 RB1385'45 FEET N OF EDGE OF THE BLUFF.  IT IS A STANDARD U.S.E. DISK
 RB1385'SET IN A CIRCULAR MOUND OF CONCRETE.  IT PROJECTS 3 INCHES AND IS
 RB1385'STAMPED BLAIR NO.2, 1941.
 RB1385'
 RB1385'STATION WALL (U.S.E.) IS USED AS AN AZIMUTH MARK.
 RB1385'
 RB1385'TO REACH THE STATION FROM THIRD AND WASHINGTON STREETS IN
 RB1385'KENNEWICK, GO E ON THIRD STREET AND RIVER ROAD FOR 10.4 MILES
 RB1385'TOWARD HOVER TO FORKS IN ROAD.  TURN RIGHT, SW, AND GO 11.3 MILES
 RB1385'TO ROAD TO LEFT (E).  TURN LEFT AND GO 0.5 MILE ON FARM ROAD TO
 RB1385'GATE ON THE RIGHT.  PASS THROUGH GATE AND GO 1.7 MILES S ON RIDGE
 RB1385'TOP TO POINT OVERLOOKING RIVER AND THE STATION.
 RB1385
 RB1385                          STATION RECOVERY (1956)
 RB1385
 RB1385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 RB1385'RECOVERED.  STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN
 RB1385'GOOD CONDITION.  DESCRIPTION IS ADEQUATE EXCEPT FOR DIRECTIONS TO
 RB1385'REACH THE STATION.  NEW DIRECTIONS TO REACH THE STATION FOLLOW--
 RB1385'
 RB1385'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND
 RB1385'THE ROAD TO UMATILLA BRIDGE AT PLYMOUTH, GO 12.1 MI. N ON STATE
 RB1385'HIGHWAY 8 TO A T-ROAD E, OPPOSITE A WINDMILL AND CORRAL ON THE
 RB1385'LEFT (W).  TURN RIGHT AND GO 5.8 MI. E TO A FORK.  TAKE THE ROAD
 RB1385'TO THE LEFT FOR 0.5 MI. N TO A T-ROAD E.  TURN RIGHT AND GO 3.6
 RB1385'MI. E TO A Y-INTERSECTION.  CONTINUE STRAIGHT FOR 1.7 MI. TO A
 RB1385'T-ROAD E.  TURN LEFT AND GO 0.5 MI. E TO A DIM TRACK ROAD
 RB1385'THROUGH CULTIVATED AREA ON THE RIGHT, TURN RIGHT AND FOLLOW A
 RB1385'DIM TRACK ROAD THROUGH CULTIVATED GRAIN FIELDS S FOR 1.3 MI.
 RB1385'TO A FENCE AND A GATE.  PASS THROUGH THE GATE AND CONTINUE CROSS
 RB1385'COUNTRY FOR 0.3 MI. S TO THE EDGE OF THE BLUFF AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2057 ***********************************************************************
 TR2057  DESIGNATION -  BLAKE
 TR2057  PID         -  TR2057
 TR2057  STATE/COUNTY-  WA/SAN JUAN
 TR2057  USGS QUAD   -  BLAKELY ISLAND (1994)
 TR2057
 TR2057                         *CURRENT SURVEY CONTROL
 TR2057  ___________________________________________________________________
 TR2057* NAD 83(1991)-  48 33 40.78740(N)    122 46 14.51739(W)     ADJUSTED  
 TR2057* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2057  ___________________________________________________________________
 TR2057  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 TR2057  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 TR2057
 TR2057  HORZ ORDER  -  SECOND
 TR2057
 TR2057.The horizontal coordinates were established by classical geodetic methods
 TR2057.and adjusted by the National Geodetic Survey in December 1991..
 TR2057
 TR2057.The orthometric height was scaled from a topographic map.
 TR2057
 TR2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2057
 TR2057.The geoid height was determined by GEOID03.
 TR2057
 TR2057;                    North         East     Units Scale Factor Converg.
 TR2057;SPC WA N     -   175,396.249   357,017.798   MT  0.99997220   -1 26 32.7
 TR2057;SPC WA N     -   575,445.86  1,171,315.89   sFT  0.99997220   -1 26 32.7
 TR2057;UTM  10      - 5,378,718.144   516,918.420   MT  0.99960352   +0 10 18.8
 TR2057
 TR2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2057!SPC WA N     -   1.00000308  x   0.99997220  =   0.99997528
 TR2057!UTM  10      -   1.00000308  x   0.99960352  =   0.99960660
 TR2057
 TR2057:                Primary Azimuth Mark                     Grid Az
 TR2057:SPC WA N     -  STRAWBERRY BAY CANNERY N GABLE           084 45 12.2
 TR2057:UTM  10      -  STRAWBERRY BAY CANNERY N GABLE           083 08 20.7
 TR2057
 TR2057|---------------------------------------------------------------------|
 TR2057| PID    Reference Object                     Distance      Geod. Az  |
 TR2057|                                                           dddmmss.s |
 TR2057| TR1967 STRAWBERRY BAY CANNERY N GABLE      APPROX. 3.7 KM 0831839.5 |
 TR2057| CF7596 BLAKE RM 1                            3.828 METERS 20237     |
 TR2057| CF7597 BLAKE RM 2                            6.433 METERS 32520     |
 TR2057| TR2036 OBSTRUCTION PASS RESET              APPROX. 5.0 KM 3354152.3 |
 TR2057|---------------------------------------------------------------------|
 TR2057
 TR2057                          SUPERSEDED SURVEY CONTROL
 TR2057
 TR2057  NAD 83(1986)-  48 33 40.78982(N)    122 46 14.52054(W) AD(       ) 2
 TR2057  NAD 27      -  48 33 41.42000(N)    122 46 09.88300(W) AD(       ) 2
 TR2057
 TR2057.Superseded values are not recommended for survey control.
 TR2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2057.See file dsdata.txt to determine how the superseded data were derived.
 TR2057
 TR2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1691878718(NAD 83)
 TR2057_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2057_SETTING: 66 = SET IN ROCK OUTCROP
 TR2057
 TR2057  HISTORY     - Date     Condition        Report By
 TR2057  HISTORY     - 1939     MONUMENTED       CGS
 TR2057  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR2057  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR2057  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TR2057
 TR2057                          STATION DESCRIPTION
 TR2057
 TR2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR2057'STATION IS ON THE W SIDE OF ROSARIO STRAIT ON THE MOST EASTERLY
 TR2057'PART OF BLAKELY ISLAND.  AT THE STATION THE CANNERY BUILDINGS IN
 TR2057'STRAWBERRY BAY ARE VISIBLE TO THE NORTHWARD OF THE N END OF
 TR2057'STRAWBERRY ISLAND.  STATION IS ON A ROCKY SHELF ABOUT 100 FEET
 TR2057'ABOVE HIGH WATER.  A STEEP ROCKY CLIFF DROPS OFF FROM THE STATION
 TR2057'TO THE WATER LINE.  STATION IS ABOUT 3 METERS E OF TREE LINE AND
 TR2057'3 METERS S OF A 6-INCH SAWED OFF PINE TREE.
 TR2057'
 TR2057'STATION AND REFERENCE MARKS ARE SET IN OUTCROPPING ROCK, AS
 TR2057'DESCRIBED IN NOTES 2, 12A AND 12B.
 TR2057'
 TR2057'STATION IS STAMPED BLAKE 1939.
 TR2057'
 TR2057'REFERENCE MARK NO.1 IS STAMPED BLAKE 1, 1939.
 TR2057'
 TR2057'REFERENCE MARK NO.2 IS STAMPED BLAKE 2, 1939.
 TR2057
 TR2057                          STATION RECOVERY (1953)
 TR2057
 TR2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR2057'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR2057'AS DESCRIBED IN 1939.  A COMPLETE DESCRIPTION FOLLOWS--
 TR2057'
 TR2057'ON THE W SIDE OF ROSARIO STRAIT, ON THE MOST E PART OF
 TR2057'BLAKELEY ISLAND, ON A ROCK SHELF ABOUT 100 FT. ABOVE THE
 TR2057'WATER.  FROM THE STATION, THE N END OF A LARGE BIGHT ON CYPRESS
 TR2057'ISLAND IS JUST VISIBLE ACROSS THE N TANGENT OF STRAWBERRY ISLAND,
 TR2057'AND A 50 DEG ROCK SLOPE LEADS TO THE WATER.  THE STATION IS A
 TR2057'STANDARD DISK, STAMPED BLAKE 1939 AND SET IN A DRILL HOLE IN
 TR2057'BEDROCK.
 TR2057'
 TR2057'REFERENCE MARK 1 IS SW OF THE STATION.  A STANDARD REFERENCE-MARK
 TR2057'DISK, STAMPED BLAKE 1 1939 AND SET IN A DRILL HOLE IN BEDROCK.
 TR2057'
 TR2057'REFERENCE MARK 2 IS N OF THE STATION.  A STANDARD REFERENCE-MARK
 TR2057'DISK, STAMPED BLAKE 2 1939 AND SET IN A DRILL HOLE IN BEDROCK.
 TR2057
 TR2057                          STATION RECOVERY (1955)
 TR2057
 TR2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR2057'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 TR2057'1939 DESCRIPTION IS INADEQUATE BECAUSE THE CANNERY BUILDINGS
 TR2057'IN STRAWBERRY BAY NO LONGER EXIST.  NEW DESCRIPTION FOLLOWS--
 TR2057'
 TR2057'STATION IS ON THE W SIDE OF ROSARIO STRAIT ON THE MOST E PART
 TR2057'OF BLAKELY ISLAND.  AT THE STATION A SMALL SECTION OF THE
 TR2057'SHORELINE AT THE HEAD OF STRAWBERRY BAY IS VISIBLE TO THE N OF THE
 TR2057'N END OF STRAWBERRY ISLAND.  STATION IS ON A ROCKY SHELF ABOUT
 TR2057'100 FT. ABOVE HIGH WATER.  A STEEP ROCKY CLIFF DROPS OFF FROM
 TR2057'THE STATION TO THE WATERLINE.  STATION IS ABOUT 3 M. E OF A TREE
 TR2057'LINE AND 3 M. S OF A 6-IN. SAWED OFF PINE TREE.
 TR2057'
 TR2057'STATION AND REFERENCE MARKS ARE SET IN OUTCROPPING ROCK AS
 TR2057'DESCRIBED IN NOTES 2, 12A AND 12B.
 TR2057'
 TR2057'STATION IS STAMPED BLAKE 1939.  REFERENCE MARK 1 IS STAMPED
 TR2057'BLAKE 1 1939.  REFERENCE MARK 2 IS STAMPED BLAKE 2 1939.
 TR2057'
 TR2057'NOTE--DIRECTIONS WERE NOT CHECKED.
 TR2057
 TR2057                          STATION RECOVERY (1972)
 TR2057
 TR2057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GCS)
 TR2057'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TR2057'GOOD CONDITION.  DESCRIPTION BY RLS IN 1939 IS ADEQUATE FOR
 TR2057'RECOVERY WITH THE FOLLOWING EXCEPTIONS--THE CANNERY BUILDINGS IN
 TR2057'STRAWBERRY BAY NO LONGER EXIST.  THE 6 IN PINE HAS ROLLED
 TR2057'AWAY.  AND THE AREA IS OVERGROWN WITH SCRUB WHITE FIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4638 ***********************************************************************
 SY4638  DESIGNATION -  BLAKE ISLAND EAST LIGHT
 SY4638  PID         -  SY4638
 SY4638  STATE/COUNTY-  WA/KITSAP
 SY4638  USGS QUAD   -  TACOMA NORTH (1994)
 SY4638
 SY4638                         *CURRENT SURVEY CONTROL
 SY4638  ___________________________________________________________________
 SY4638* NAD 83(1991)-  47 32 27.37845(N)    122 28 51.28125(W)     ADJUSTED  
 SY4638* NAVD 88     -                                                        
 SY4638  ___________________________________________________________________
 SY4638  LAPLACE CORR-          -9.70  (seconds)                    DEFLEC99
 SY4638  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 SY4638
 SY4638  HORZ ORDER  -  THIRD
 SY4638
 SY4638.The horizontal coordinates were established by classical geodetic methods
 SY4638.and adjusted by the National Geodetic Survey in December 1991..
 SY4638
 SY4638
 SY4638.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4638
 SY4638.The geoid height was determined by GEOID03.
 SY4638
 SY4638;                    North         East     Units Scale Factor Converg.
 SY4638;SPC WA N     -    61,470.419   375,972.507   MT  0.99999261   -1 13 36.0
 SY4638;SPC WA N     -   201,674.20  1,233,503.13   sFT  0.99999261   -1 13 36.0
 SY4638;UTM  10      - 5,265,410.043   539,063.891   MT  0.99961875   +0 22 58.7
 SY4638
 SY4638                          SUPERSEDED SURVEY CONTROL
 SY4638
 SY4638  NAD 83(1986)-  47 32 27.37272(N)    122 28 51.28753(W) AD(       ) 4
 SY4638  NAD 27      -  47 32 28.02400(N)    122 28 46.82300(W) AD(       ) 3
 SY4638
 SY4638.Superseded values are not recommended for survey control.
 SY4638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4638.See file dsdata.txt to determine how the superseded data were derived.
 SY4638
 SY4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3906465410(NAD 83)
 SY4638
 SY4638  HISTORY     - Date     Condition        Report By
 SY4638  HISTORY     - 1965     MONUMENTED       CGS
 SY4638  HISTORY     - 1983     GOOD             USPSQD
 SY4638
 SY4638                          STATION DESCRIPTION
 SY4638
 SY4638'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY4638'A RED LIGHT ON A WHITE BOX ON THE NORTHEASTERN POINT OF BLAKE
 SY4638'ISLAND.
 SY4638'
 SY4638'THE LIGHT WAS NOT VISITED.
 SY4638
 SY4638                          STATION RECOVERY (1983)
 SY4638
 SY4638'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4638'STATION RECOVERED GOOD.
 SY4638'
 SY4638'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4586 ***********************************************************************
 SY4586  DESIGNATION -  BLAKELEY 2 1934
 SY4586  PID         -  SY4586
 SY4586  STATE/COUNTY-  WA/KITSAP
 SY4586  USGS QUAD   -  TACOMA NORTH (1994)
 SY4586
 SY4586                         *CURRENT SURVEY CONTROL
 SY4586  ___________________________________________________________________
 SY4586* NAD 83(1991)-  47 35 40.17845(N)    122 28 49.46102(W)     ADJUSTED  
 SY4586* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY4586  ___________________________________________________________________
 SY4586  LAPLACE CORR-         -10.38  (seconds)                    DEFLEC99
 SY4586  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SY4586
 SY4586  HORZ ORDER  -  SECOND
 SY4586
 SY4586.The horizontal coordinates were established by classical geodetic methods
 SY4586.and adjusted by the National Geodetic Survey in December 1991..
 SY4586
 SY4586.The orthometric height was scaled from a topographic map.
 SY4586
 SY4586.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4586
 SY4586.The geoid height was determined by GEOID03.
 SY4586
 SY4586;                    North         East     Units Scale Factor Converg.
 SY4586;SPC WA N     -    67,422.579   376,137.992   MT  0.99998371   -1 13 34.6
 SY4586;SPC WA N     -   221,202.24  1,234,046.06   sFT  0.99998371   -1 13 34.6
 SY4586;UTM  10      - 5,271,362.303   539,062.102   MT  0.99961875   +0 23 01.2
 SY4586
 SY4586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4586!SPC WA N     -   1.00000334  x   0.99998371  =   0.99998705
 SY4586!UTM  10      -   1.00000334  x   0.99961875  =   0.99962209
 SY4586
 SY4586:                Primary Azimuth Mark                     Grid Az
 SY4586:SPC WA N     -  FOURMILE ROCK LIGHT                      046 40 01.0
 SY4586:UTM  10      -  FOURMILE ROCK LIGHT                      045 03 25.2
 SY4586
 SY4586|---------------------------------------------------------------------|
 SY4586| PID    Reference Object                     Distance      Geod. Az  |
 SY4586|                                                           dddmmss.s |
 SY4586| SY4766 FOURMILE ROCK LIGHT                 APPROX. 7.1 KM 0452626.4 |
 SY4586| SY4735 ALDER HIGH                          APPROX. 7.8 KM 0575213.2 |
 SY4586| SY4631 ALKI POINT LIGHTHOUSE               APPROX. 4.9 KM 1141203.5 |
 SY4586| SY4585 BLAKELY ROCK LIGHT 1963               6.618 METERS 19542     |
 SY4586|---------------------------------------------------------------------|
 SY4586
 SY4586                          SUPERSEDED SURVEY CONTROL
 SY4586
 SY4586  NAD 83(1986)-  47 35 40.17317(N)    122 28 49.46662(W) AD(       ) 2
 SY4586  NAD 27      -  47 35 40.82200(N)    122 28 44.99800(W) AD(       ) 2
 SY4586
 SY4586.Superseded values are not recommended for survey control.
 SY4586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4586.See file dsdata.txt to determine how the superseded data were derived.
 SY4586
 SY4586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3906271362(NAD 83)
 SY4586_MARKER: DS = TRIANGULATION STATION DISK
 SY4586_SETTING: 0 = UNSPECIFIED SETTING
 SY4586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4586
 SY4586  HISTORY     - Date     Condition        Report By
 SY4586  HISTORY     - 1934     MONUMENTED       CGS
 SY4586  HISTORY     - 1963     GOOD             CGS
 SY4586  HISTORY     - 1974     GOOD             NGS
 SY4586  HISTORY     - 19960606 GOOD             USPSQD
 SY4586
 SY4586                          STATION DESCRIPTION
 SY4586
 SY4586'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4586'STATION IS ON BLAKELY ROCK, N OF THE LIGHT WHICH IS ON THE HIGHEST
 SY4586'PART OF THE ROCK, AND IN A DRILL HOLE IN THE CENTER OF A 5- BY
 SY4586'5-FOOT BY 12-INCH SLAB OF CONCRETE FORMERLY USED AS THE FOUNDATION
 SY4586'OF THE OLD LIGHT STRUCTURE.
 SY4586'
 SY4586'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 SY4586'
 SY4586'NO REFERENCE MARKS OTHER THAN LIGHT, WHOSE POSITION IS DETERMINED
 SY4586'INDEPENDENTLY.
 SY4586
 SY4586                          STATION RECOVERY (1963)
 SY4586
 SY4586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4586'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SY4586'J.S. IN 1934.  THE STATION MARK IS A STANDARD DISK STAMPED BLAKELY
 SY4586'2 1934.
 SY4586
 SY4586                          STATION RECOVERY (1974)
 SY4586
 SY4586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 SY4586'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934
 SY4586'AND 1963.
 SY4586'
 SY4586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4586'2-1/2 MILES SE OF WINSLOW.
 SY4586
 SY4586                          STATION RECOVERY (1996)
 SY4586
 SY4586'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4590 ***********************************************************************
 SY4590  DESIGNATION -  BLAKELY 1913
 SY4590  PID         -  SY4590
 SY4590  STATE/COUNTY-  WA/KITSAP
 SY4590  USGS QUAD   -  TACOMA NORTH (1994)
 SY4590
 SY4590                         *CURRENT SURVEY CONTROL
 SY4590  ___________________________________________________________________
 SY4590* NAD 83(1991)-  47 35 39.96820(N)    122 28 49.55003(W)     ADJUSTED  
 SY4590* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY4590  ___________________________________________________________________
 SY4590  LAPLACE CORR-         -10.38  (seconds)                    DEFLEC99
 SY4590  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SY4590
 SY4590  HORZ ORDER  -  THIRD
 SY4590
 SY4590.The horizontal coordinates were established by classical geodetic methods
 SY4590.and adjusted by the National Geodetic Survey in December 1991..
 SY4590
 SY4590.The orthometric height was scaled from a topographic map.
 SY4590
 SY4590.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4590
 SY4590.The geoid height was determined by GEOID03.
 SY4590
 SY4590;                    North         East     Units Scale Factor Converg.
 SY4590;SPC WA N     -    67,416.127   376,135.994   MT  0.99998372   -1 13 34.7
 SY4590;SPC WA N     -   221,181.08  1,234,039.51   sFT  0.99998372   -1 13 34.7
 SY4590;UTM  10      - 5,271,355.800   539,060.286   MT  0.99961875   +0 23 01.1
 SY4590
 SY4590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4590!SPC WA N     -   1.00000350  x   0.99998372  =   0.99998722
 SY4590!UTM  10      -   1.00000350  x   0.99961875  =   0.99962225
 SY4590
 SY4590                          SUPERSEDED SURVEY CONTROL
 SY4590
 SY4590  NAD 83(1986)-  47 35 39.96382(N)    122 28 49.55567(W) AD(       ) 3
 SY4590  NAD 27      -  47 35 40.61100(N)    122 28 45.09000(W) AD(       ) 3
 SY4590
 SY4590.Superseded values are not recommended for survey control.
 SY4590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4590.See file dsdata.txt to determine how the superseded data were derived.
 SY4590
 SY4590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3906071356(NAD 83)
 SY4590
 SY4590  HISTORY     - Date     Condition        Report By
 SY4590  HISTORY     - 1913     MONUMENTED       CGS
 SY4590  HISTORY     - 1918     SEE DESCRIPTION  CGS
 SY4590  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY4590  HISTORY     - 19960606 MARK NOT FOUND   USPSQD
 SY4590
 SY4590                          STATION DESCRIPTION
 SY4590
 SY4590'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (RSP)
 SY4590'THE STATION IS LOCATED ON THE HIGHEST PART OF BLAKELY ROCK.
 SY4590'
 SY4590'STATION MARK IS SET IN A HOLE DRILLED IN THE SURFACE OF THE ROCK,
 SY4590'AND MADE SECURE WITH CEMENT.
 SY4590'
 SY4590'A REFERENCE MARK WAS IN THE NEXT HIGHEST PART OF THE ROCK SET IN A
 SY4590'HOLE DRILLED IN THE TOP SURFACE OF THE ROCK, AND MADE SECURE
 SY4590'BY CEMENT.  IT IS 21.6 FEET ENE OF THE STATION.
 SY4590
 SY4590                          STATION RECOVERY (1918)
 SY4590
 SY4590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (WDP)
 SY4590'NEITHER STATION NOR REFERENCE MARKS RECOVERED.
 SY4590
 SY4590                          STATION RECOVERY (1934)
 SY4590
 SY4590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4590'NEW STATION BLAKELY 2 - 1934 ESTABLISHED.  OLD STATION LOST.
 SY4590
 SY4590                          STATION RECOVERY (1996)
 SY4590
 SY4590'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4585 ***********************************************************************
 SY4585  DESIGNATION -  BLAKELY ROCK LIGHT 1963
 SY4585  PID         -  SY4585
 SY4585  STATE/COUNTY-  WA/KITSAP
 SY4585  USGS QUAD   -  TACOMA NORTH (1994)
 SY4585
 SY4585                         *CURRENT SURVEY CONTROL
 SY4585  ___________________________________________________________________
 SY4585* NAD 83(1991)-  47 35 39.97215(N)    122 28 49.54673(W)     ADJUSTED  
 SY4585* NAVD 88     -                                                        
 SY4585  ___________________________________________________________________
 SY4585  LAPLACE CORR-         -10.38  (seconds)                    DEFLEC99
 SY4585  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SY4585
 SY4585  HORZ ORDER  -  THIRD
 SY4585
 SY4585.The horizontal coordinates were established by classical geodetic methods
 SY4585.and adjusted by the National Geodetic Survey in December 1991..
 SY4585
 SY4585
 SY4585.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4585
 SY4585.The geoid height was determined by GEOID03.
 SY4585
 SY4585;                    North         East     Units Scale Factor Converg.
 SY4585;SPC WA N     -    67,416.247   376,136.066   MT  0.99998372   -1 13 34.7
 SY4585;SPC WA N     -   221,181.47  1,234,039.74   sFT  0.99998372   -1 13 34.7
 SY4585;UTM  10      - 5,271,355.922   539,060.355   MT  0.99961875   +0 23 01.1
 SY4585
 SY4585                          SUPERSEDED SURVEY CONTROL
 SY4585
 SY4585  NAD 83(1986)-  47 35 39.96686(N)    122 28 49.55225(W) AD(       ) 4
 SY4585  NAD 27      -  47 35 40.61600(N)    122 28 45.08400(W) AD(       ) 3
 SY4585
 SY4585.Superseded values are not recommended for survey control.
 SY4585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4585.See file dsdata.txt to determine how the superseded data were derived.
 SY4585
 SY4585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3906071356(NAD 83)
 SY4585_MARKER: L = ABSOLUTE GRAVITY STATION PLUG
 SY4585
 SY4585  HISTORY     - Date     Condition        Report By
 SY4585  HISTORY     - 1963     MONUMENTED       CGS
 SY4585  HISTORY     - 1983     GOOD             USPSQD
 SY4585  HISTORY     - 19960606 GOOD             USPSQD
 SY4585
 SY4585                          STATION DESCRIPTION
 SY4585
 SY4585'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4585'LOCATED IN PUGET SOUND, ABOUT 3 MILES WEST-NORTHWEST OF ALKI POINT,
 SY4585'ABOUT 3/4 MILE NORTH OF RESTORATION POINT, ON THE HIGHEST POINT OF
 SY4585'BLAKELY ROCK.
 SY4585'
 SY4585'THE STATION IS THE FINIAL ON A FLASHING RED LIGHT.  THE LIGHT IS
 SY4585'ATOP A 4 INCH IN DIAMETER 6 FOOT HIGH IRON PIPE STANDARD.  THE
 SY4585'STANDARD IS SECURED ON A 4 FOOT SQUARE CONCRETE SLAB.  THE LIGHT IS
 SY4585'NOT CENTERED ON THE CONCRETE SLAB, BUT IT IS 1.7 FEET NORTH WEST OF
 SY4585'THE SOUTHEAST CORNER OF THE SLAB.
 SY4585
 SY4585                          STATION RECOVERY (1983)
 SY4585
 SY4585'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4585'STATION RECOVERED GOOD.
 SY4585'
 SY4585'RECOVERED AS DESCRIBED.
 SY4585
 SY4585                          STATION RECOVERY (1996)
 SY4585
 SY4585'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4588 ***********************************************************************
 SY4588  DESIGNATION -  BLAKELY ROCK LIGHT 1921
 SY4588  PID         -  SY4588
 SY4588  STATE/COUNTY-  WA/KITSAP
 SY4588  USGS QUAD   -  TACOMA NORTH (1994)
 SY4588
 SY4588                         *CURRENT SURVEY CONTROL
 SY4588  ___________________________________________________________________
 SY4588* NAD 83(1991)-  47 35 40.17981(N)    122 28 49.45989(W)     ADJUSTED  
 SY4588* NAVD 88     -                                                        
 SY4588  ___________________________________________________________________
 SY4588  LAPLACE CORR-         -10.38  (seconds)                    DEFLEC99
 SY4588  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SY4588
 SY4588  HORZ ORDER  -  THIRD
 SY4588
 SY4588.The horizontal coordinates were established by classical geodetic methods
 SY4588.and adjusted by the National Geodetic Survey in December 1991..
 SY4588
 SY4588
 SY4588.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4588
 SY4588.The geoid height was determined by GEOID03.
 SY4588
 SY4588;                    North         East     Units Scale Factor Converg.
 SY4588;SPC WA N     -    67,422.620   376,138.017   MT  0.99998371   -1 13 34.6
 SY4588;SPC WA N     -   221,202.38  1,234,046.14   sFT  0.99998371   -1 13 34.6
 SY4588;UTM  10      - 5,271,362.345   539,062.125   MT  0.99961875   +0 23 01.2
 SY4588
 SY4588                          SUPERSEDED SURVEY CONTROL
 SY4588
 SY4588  NAD 83(1986)-  47 35 40.17433(N)    122 28 49.46544(W) AD(       ) 4
 SY4588  NAD 27      -  47 35 40.82400(N)    122 28 44.99900(W) AD(       ) 3
 SY4588
 SY4588.Superseded values are not recommended for survey control.
 SY4588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4588.See file dsdata.txt to determine how the superseded data were derived.
 SY4588
 SY4588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3906271362(NAD 83)
 SY4588_MARKER: 14 = NAVIGATION LIGHT
 SY4588
 SY4588  HISTORY     - Date     Condition        Report By
 SY4588  HISTORY     - 1921     FIRST OBSERVED   CGS
 SY4588  HISTORY     - 1950     GOOD             LOCENG
 SY4588  HISTORY     - 1983     GOOD             USPSQD
 SY4588  HISTORY     - 19960606 MARK NOT FOUND   USPSQD
 SY4588
 SY4588                          STATION DESCRIPTION
 SY4588
 SY4588'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4588'STATION IS A PERMANENT BLINKER LIGHT ON BLAKELY ROCK.
 SY4588
 SY4588                          STATION RECOVERY (1950)
 SY4588
 SY4588'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 SY4588'RECOVERED BY G HITCHINGS.
 SY4588'
 SY4588'STATION IS ON THE E SIDE OF BAINBRIDGE ISLAND.
 SY4588'
 SY4588'THE LOCATION IS ABOUT 18 FEET S OF BLAKELY 2.
 SY4588
 SY4588                          STATION RECOVERY (1983)
 SY4588
 SY4588'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4588'THERE IS ONLY ONE LIGHT ON BLAKELY ROCK, IT WOULD APPEAR THAT THE
 SY4588'DESCRIPTION FOR QSN 3063 IS MORE NEARLY CORRECT.
 SY4588
 SY4588                          STATION RECOVERY (1996)
 SY4588
 SY4588'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1860 ***********************************************************************
 SA1860  DESIGNATION -  BLANKENSHIP
 SA1860  PID         -  SA1860
 SA1860  STATE/COUNTY-  WA/ADAMS
 SA1860  USGS QUAD   -  HOOPER (1981)
 SA1860
 SA1860                         *CURRENT SURVEY CONTROL
 SA1860  ___________________________________________________________________
 SA1860* NAD 83(1991)-  46 47 33.12737(N)    118 11 26.44466(W)     ADJUSTED  
 SA1860* NAVD 88     -       521.6    (meters)    1711.     (feet)  VERTCON   
 SA1860  ___________________________________________________________________
 SA1860  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 SA1860  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 SA1860
 SA1860  HORZ ORDER  -  SECOND
 SA1860
 SA1860.The horizontal coordinates were established by classical geodetic methods
 SA1860.and adjusted by the National Geodetic Survey in December 1991..
 SA1860
 SA1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1860
 SA1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1860
 SA1860.The geoid height was determined by GEOID03.
 SA1860
 SA1860;                    North         East     Units Scale Factor Converg.
 SA1860;SPC WA S     -   164,771.860   676,277.324   MT  0.99992114   +1 40 38.9
 SA1860;SPC WA S     -   540,589.01  2,218,753.19   sFT  0.99992114   +1 40 38.9
 SA1860;UTM  11      - 5,182,798.004   409,128.539   MT  0.99970149   -0 52 04.5
 SA1860
 SA1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1860!SPC WA S     -   0.99992141  x   0.99992114  =   0.99984255
 SA1860!UTM  11      -   0.99992141  x   0.99970149  =   0.99962292
 SA1860
 SA1860:                Primary Azimuth Mark                     Grid Az
 SA1860:SPC WA S     -  BLANKENSHIP AZ MK                        287 11 28.9
 SA1860:UTM  11      -  BLANKENSHIP AZ MK                        289 44 12.3
 SA1860
 SA1860|---------------------------------------------------------------------|
 SA1860| PID    Reference Object                     Distance      Geod. Az  |
 SA1860|                                                           dddmmss.s |
 SA1860| CF4529 BLANKENSHIP AZ MK                                  2885207.8 |
 SA1860| SA1862 BLANKENSHIP 1949 RM 1               APPROX. 0.9 KM 3141856.0 |
 SA1860| SA1861 BLANKENSHIP 1949 RM 2               APPROX. 0.9 KM 3484441.2 |
 SA1860|---------------------------------------------------------------------|
 SA1860
 SA1860                          SUPERSEDED SURVEY CONTROL
 SA1860
 SA1860  NAD 83(1986)-  46 47 33.13737(N)    118 11 26.43730(W) AD(       ) 2
 SA1860  NAD 27      -  46 47 33.60100(N)    118 11 22.56200(W) AD(       ) 2
 SA1860  NGVD 29 (07/19/86)  520.6    (m)         1708.     (f) VERT ANG       
 SA1860
 SA1860.Superseded values are not recommended for survey control.
 SA1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1860.See file dsdata.txt to determine how the superseded data were derived.
 SA1860
 SA1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0912982798(NAD 83)
 SA1860_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SA1860
 SA1860  HISTORY     - Date     Condition        Report By
 SA1860  HISTORY     - 1949     MONUMENTED       CGS
 SA1860  HISTORY     - 1961     SEE DESCRIPTION  WAHC
 SA1860
 SA1860                          STATION DESCRIPTION
 SA1860
 SA1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WRH)
 SA1860'THE STATION IS LOCATED ON A FLAT TOP CULTIVATED FIELD AND ON THE
 SA1860'HIGHEST POINT IN THE IMMEDIATE VICINITY, ABOUT 8 MILES SOUTHWEST OF
 SA1860'BENGE, ABOUT 8 MILES NORTHWEST OF HOOPER, ABOUT 6 MILES NORTHEAST
 SA1860'OF WASHTUCNA AND ABOUT 3/4 MILE EAST OF THE RANCH BUILDINGS OF MR.
 SA1860'DWAYNE BLANKENSHIP.
 SA1860'
 SA1860'TO REACH, FROM THE U.S. POST OFFICE IN WASHTUCNA, GO NORTH, ON STATE
 SA1860'HIGHWAY 11E, FOR 2.8 MILES TO FORKS.  TAKE RIGHT FORK, AS PER SIGN
 SA1860'BENGE, AND GO EAST 3.7 MILES TO CONCRETE CULVERT AND THE AZIMUTH
 SA1860'MARK.  CONTINUE EAST 0.15 MILE TO SIDE ROAD RIGHT.  TURN RIGHT, AND
 SA1860'GO SOUTH 0.15 MILE TO MR. BLANKENSHIPS RANCH BUILDINGS AND WIRE
 SA1860'GATE.  PASS THROUGH WIRE GATE, AND GO EAST, ALONG SOUTH SIDE OF
 SA1860'BARB WIRE FENCE 1.0 MILE TO FENCE CORNER AND DIM FORKS.  TAKE RIGHT
 SA1860'FORK, UP HILL, AND GO SOUTHERLY 0.2 MILE TO WIRE GATE.  PASS THROUGH
 SA1860'GATE, AND GO EASTERLY 0.1 MILE TO TOP OF RIDGE.  TURN RIGHT, AND GO
 SA1860'SOUTHERLY, 0.3 MILE TO HIGHEST POINT OF CULTIVATED FIELD AND THE
 SA1860'STATION.
 SA1860'
 SA1860'THE STATION MARK IS A STANDARD DISK, STAMPED BLANKENSHIP 1949, SET
 SA1860'INTO A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT 18 INCHES
 SA1860'BELOW THE SURFACE OF THE GROUND.
 SA1860'
 SA1860'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BLANKENSHIP NO
 SA1860'1 1949, SET INTO THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 SA1860'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED 54 FEET WEST OF THE
 SA1860'CENTERLINE OF A GRAVELED ROAD AND ABOUT 22 FEET WEST OF A
 SA1860'NORTH-SOUTH FENCELINE.
 SA1860'
 SA1860'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BLANKENSHIP NO
 SA1860'2 1949, SET INTO THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 SA1860'PROJECTS ABOUT 4 INCHES.  LOCATED 200 FEET WEST OF A ABANDONED HOUSE
 SA1860'AND BARN, ABOUT 150 FEET SOUTHEAST OF THE CENTERLINE OF THE GRAVELED
 SA1860'ROAD AND 2-1/2 FEET WEST OF A WITNESS POST.
 SA1860'
 SA1860'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLANKENSHIP 1949, SET
 SA1860'INTO A DRILL HOLE IN A CONCRETE CULVERT WHICH PROJECTS ABOUT 6
 SA1860'INCHES.  IT IS LOCATED ALONG THE SOUTH SIDE OF THE GRAVELED ROAD,
 SA1860'ABOUT 10 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND
 SA1860'ABOUT 18 FEET NORTH OF THE BARB WIRE FENCE.
 SA1860
 SA1860                          STATION RECOVERY (1961)
 SA1860
 SA1860'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1961 (WGG)
 SA1860'STATION WAS NOT RECOVERED.  REFERENCE MARKS 1 AND 2 DESTROYED.
 SA1860'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1861 ***********************************************************************
 SA1861  DESIGNATION -  BLANKENSHIP 1949 RM 2
 SA1861  PID         -  SA1861
 SA1861  STATE/COUNTY-  WA/ADAMS
 SA1861  USGS QUAD   -  HOOPER (1981)
 SA1861
 SA1861                         *CURRENT SURVEY CONTROL
 SA1861  ___________________________________________________________________
 SA1861* NAD 83(1991)-  46 48 02.73643(N)    118 11 35.02545(W)     ADJUSTED  
 SA1861* NAVD 88     -       446.     (meters)    1463.     (feet)  SCALED    
 SA1861  ___________________________________________________________________
 SA1861  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 SA1861  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 SA1861
 SA1861  HORZ ORDER  -  THIRD
 SA1861
 SA1861.The horizontal coordinates were established by classical geodetic methods
 SA1861.and adjusted by the National Geodetic Survey in December 1991..
 SA1861
 SA1861.The orthometric height was scaled from a topographic map.
 SA1861
 SA1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1861
 SA1861.The geoid height was determined by GEOID03.
 SA1861
 SA1861;                    North         East     Units Scale Factor Converg.
 SA1861;SPC WA S     -   165,680.392   676,068.696   MT  0.99992167   +1 40 32.7
 SA1861;SPC WA S     -   543,569.75  2,218,068.71   sFT  0.99992167   +1 40 32.7
 SA1861;UTM  11      - 5,183,714.703   408,960.504   MT  0.99970187   -0 52 11.2
 SA1861
 SA1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1861!SPC WA S     -   0.99993325  x   0.99992167  =   0.99985493
 SA1861!UTM  11      -   0.99993325  x   0.99970187  =   0.99963514
 SA1861
 SA1861:                Primary Azimuth Mark                     Grid Az
 SA1861:SPC WA S     -  BLANKENSHIP                              167 04 02.3
 SA1861:UTM  11      -  BLANKENSHIP                              169 36 46.2
 SA1861
 SA1861|---------------------------------------------------------------------|
 SA1861| PID    Reference Object                     Distance      Geod. Az  |
 SA1861|                                                           dddmmss.s |
 SA1861| SA1860 BLANKENSHIP                         APPROX. 0.9 KM 1684435.0 |
 SA1861|---------------------------------------------------------------------|
 SA1861
 SA1861                          SUPERSEDED SURVEY CONTROL
 SA1861
 SA1861  NAD 83(1986)-  46 48 02.74639(N)    118 11 35.01811(W) AD(       ) 3
 SA1861  NAD 27      -  46 48 03.21000(N)    118 11 31.14200(W) AD(       ) 3
 SA1861
 SA1861.Superseded values are not recommended for survey control.
 SA1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1861.See file dsdata.txt to determine how the superseded data were derived.
 SA1861
 SA1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0896183715(NAD 83)
 SA1861
 SA1861  HISTORY     - Date     Condition        Report By
 SA1861  HISTORY     - 1949     MONUMENTED       CGS
 SA1861
 SA1861                          STATION DESCRIPTION
 SA1861
 SA1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1861'SEE STATION BLANKENSHIP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1862 ***********************************************************************
 SA1862  DESIGNATION -  BLANKENSHIP 1949 RM 1
 SA1862  PID         -  SA1862
 SA1862  STATE/COUNTY-  WA/ADAMS
 SA1862  USGS QUAD   -  HOOPER (1981)
 SA1862
 SA1862                         *CURRENT SURVEY CONTROL
 SA1862  ___________________________________________________________________
 SA1862* NAD 83(1991)-  46 47 53.56973(N)    118 11 56.93374(W)     ADJUSTED  
 SA1862* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 SA1862  ___________________________________________________________________
 SA1862  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 SA1862  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 SA1862
 SA1862  HORZ ORDER  -  THIRD
 SA1862
 SA1862.The horizontal coordinates were established by classical geodetic methods
 SA1862.and adjusted by the National Geodetic Survey in December 1991..
 SA1862
 SA1862.The orthometric height was scaled from a topographic map.
 SA1862
 SA1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1862
 SA1862.The geoid height was determined by GEOID03.
 SA1862
 SA1862;                    North         East     Units Scale Factor Converg.
 SA1862;SPC WA S     -   165,383.903   675,612.619   MT  0.99992150   +1 40 16.8
 SA1862;SPC WA S     -   542,597.02  2,216,572.40   sFT  0.99992150   +1 40 16.8
 SA1862;UTM  11      - 5,183,438.823   408,491.812   MT  0.99970292   -0 52 27.0
 SA1862
 SA1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1862!SPC WA S     -   0.99992855  x   0.99992150  =   0.99985006
 SA1862!UTM  11      -   0.99992855  x   0.99970292  =   0.99963149
 SA1862
 SA1862:                Primary Azimuth Mark                     Grid Az
 SA1862:SPC WA S     -  BLANKENSHIP 1949 RM 2                    056 58 21.7
 SA1862:UTM  11      -  BLANKENSHIP 1949 RM 2                    059 31 05.5
 SA1862
 SA1862|---------------------------------------------------------------------|
 SA1862| PID    Reference Object                     Distance      Geod. Az  |
 SA1862|                                                           dddmmss.s |
 SA1862| SA1861 BLANKENSHIP 1949 RM 2               APPROX. 0.5 KM 0583838.5 |
 SA1862|---------------------------------------------------------------------|
 SA1862
 SA1862                          SUPERSEDED SURVEY CONTROL
 SA1862
 SA1862  NAD 83(1986)-  46 47 53.57968(N)    118 11 56.92636(W) AD(       ) 3
 SA1862  NAD 27      -  46 47 54.04400(N)    118 11 53.05000(W) AD(       ) 3
 SA1862
 SA1862.Superseded values are not recommended for survey control.
 SA1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1862.See file dsdata.txt to determine how the superseded data were derived.
 SA1862
 SA1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0849283439(NAD 83)
 SA1862
 SA1862  HISTORY     - Date     Condition        Report By
 SA1862  HISTORY     - 1949     MONUMENTED       CGS
 SA1862
 SA1862                          STATION DESCRIPTION
 SA1862
 SA1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1862'SEE STATION BLANKENSHIP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1508 ***********************************************************************
 SC1508  DESIGNATION -  BLAST 2
 SC1508  PID         -  SC1508
 SC1508  STATE/COUNTY-  WA/COWLITZ
 SC1508  USGS QUAD   -  KELSO (1990)
 SC1508
 SC1508                         *CURRENT SURVEY CONTROL
 SC1508  ___________________________________________________________________
 SC1508* NAD 83(1991)-  46 07 40.65776(N)    122 59 19.63982(W)     ADJUSTED  
 SC1508* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC1508  ___________________________________________________________________
 SC1508  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 SC1508  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 SC1508
 SC1508  HORZ ORDER  -  THIRD
 SC1508
 SC1508.The horizontal coordinates were established by classical geodetic methods
 SC1508.and adjusted by the National Geodetic Survey in December 1991..
 SC1508.No horizontal observational check was made to the station.
 SC1508
 SC1508.The orthometric height was scaled from a topographic map.
 SC1508
 SC1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1508
 SC1508.The geoid height was determined by GEOID03.
 SC1508
 SC1508;                    North         East     Units Scale Factor Converg.
 SC1508;SPC WA S     -    91,356.665   307,697.361   MT  0.99994623   -1 48 28.2
 SC1508;SPC WA S     -   299,725.99  1,009,503.76   sFT  0.99994623   -1 48 28.2
 SC1508;SPC OR N     -   276,480.595 2,307,678.783   MT  1.00003506   -1 45 54.1
 SC1508;SPC OR N     -   907,088.57  7,571,124.62   iFT  1.00003506   -1 45 54.1
 SC1508;UTM  10      - 5,108,265.001   500,866.103   MT  0.99960001   +0 00 29.1
 SC1508
 SC1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1508!SPC WA S     -   1.00000304  x   0.99994623  =   0.99994927
 SC1508!SPC OR N     -   1.00000304  x   1.00003506  =   1.00003810
 SC1508!UTM  10      -   1.00000304  x   0.99960001  =   0.99960305
 SC1508
 SC1508|---------------------------------------------------------------------|
 SC1508| PID    Reference Object                     Distance      Geod. Az  |
 SC1508|                                                           dddmmss.s |
 SC1508| CE2950 BLAST 2 RM 1                          3.000 METERS 04413     |
 SC1508| SC1509 BLAST USE 1936                       23.930 METERS 09736     |
 SC1508| SC1450 LONGVIEW BRIDGE NE LIGHT            APPROX. 3.3 KM 1381015.1 |
 SC1508| CE2951 BLAST 2 RM 2                         15.260 METERS 31240     |
 SC1508|---------------------------------------------------------------------|
 SC1508
 SC1508                          SUPERSEDED SURVEY CONTROL
 SC1508
 SC1508  NAD 83(1991)-  46 07 40.65777(N)    122 59 19.63981(W) AD(       ) 3
 SC1508  NAD 83(1986)-  46 07 40.67455(N)    122 59 19.63787(W) AD(       ) 3
 SC1508  NAD 27      -  46 07 41.26884(N)    122 59 15.23216(W) AD(       ) 3
 SC1508
 SC1508.Superseded values are not recommended for survey control.
 SC1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1508.See file dsdata.txt to determine how the superseded data were derived.
 SC1508
 SC1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0086608265(NAD 83)
 SC1508_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC1508_SETTING: 66 = SET IN ROCK OUTCROP
 SC1508
 SC1508  HISTORY     - Date     Condition        Report By
 SC1508  HISTORY     - 1951     MONUMENTED       USE
 SC1508  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SC1508  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SC1508
 SC1508                          STATION DESCRIPTION
 SC1508
 SC1508'DESCRIBED BY US ENGINEERS 1951 (ANS)
 SC1508'THIS STATION WAS ESTABLISHED TO TAKE THE PLACE OF BLAST U.S.E.
 SC1508'1936 WHICH WAS ABOUT TO BE DESTROYED BY QUARRY OPERATIONS.  OLD
 SC1508'STATION BLAST 1936 USE WAS DESTROYED BY PERMISSION OF THE ENGINEERS
 SC1508'OFFICE, PORTLAND, OREGON.
 SC1508'
 SC1508'LOCATED ON THE NORTHEAST SHORE OF THE COLUMBIA RIVER, 2.4 MILES WEST
 SC1508'OF THE CENTER OF LONGVIEW, 2.0 MILES NORTHWEST OF THE LONGVIEW
 SC1508'BRIDGE OVER THE COLUMBIA RIVER.  ON A SMALL ROCKY POINT, WHICH IS
 SC1508'ALSO THE LOCATION OF MOUNT COFFIN NAVIGATION LIGHT, AT THE RIVER
 SC1508'EDGE OF A QUARRY AREA OWNED BY STAR SAND COMPANY WHICH LIES JUST
 SC1508'NORTHWEST OF THE WEYERHAEUSER LUMBER CO. PLANT AREA.
 SC1508'
 SC1508'REACHED FROM THE ENTRANCE TO THE TIME AND EMPLOYMENT OFFICE OF THE
 SC1508'WEYERHAEUSER LUMBER CO, WHICH IS ABOUT 2.0 MILES WEST OF THE
 SC1508'DOWNTOWN BUSINESS SECTION OF LONGVIEW, BY GOING NORTHWEST ON BLACK
 SC1508'TOP ROAD FOR 0.1 MILE, THEN LEFT, CROSS RAILROAD TRACK AND FOLLOW A
 SC1508'GRAVEL ROAD SOUTHWESTERLY ALONG THE FENCE BOUNDING THE MILL AREA
 SC1508'FOR 0.7 MILES TO ROCK CRUSHER IN QUARRY ON THE BANK OF THE RIVER.
 SC1508'FROM HERE STATION IS ABOUT 75 YARDS UP STREAM AT THE NAVIGATION
 SC1508'LIGHT.
 SC1508'
 SC1508'STATION MARK IS A STANDARD DISK STAMPED BLAST 2 U.S.E. 1951,
 SC1508'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 4 FEET BACK FROM THE
 SC1508'EDGE OF THE BLUFF AND 10 FEET TOWARDS THE RIVER FROM MOUNT COFFIN
 SC1508'NAVIGATION LIGHT.  IT IS ABOUT 15 FEET ABOVE RIVER LEVEL AND 3 FEET
 SC1508'LOWER THAN THAT BASE OF LIGHT.
 SC1508'
 SC1508'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED BLAST 2 U.S.E. 1951
 SC1508'NO. 1 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 3 FEET
 SC1508'HIGHER THAN STATION AND 7.5 FEET SOUTHEAST OF CENTER OF LIGHT.
 SC1508'
 SC1508'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BLAST 2 U.S.E. 1951
 SC1508'NO.2 SET IN AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND,
 SC1508'ABOUT 45 FEET NORTHWEST OF THE NAVIGATION LIGHT AND 3 FEET BACK
 SC1508'FROM THE TOP EDGE OF THE RIVER BLUFF.
 SC1508
 SC1508                          STATION RECOVERY (1961)
 SC1508
 SC1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SC1508'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 SC1508'
 SC1508'THIS STATION IS LOCATED AT MOUNT COFFIN, AT ONE TIME THIS WAS A
 SC1508'LARGE ROCK QUARRY, NOW THE QUARRY IS WORKED OUT AND A LARGE PAPER
 SC1508'PLANT AT THIS LOCATION.  IT IS ON THE NORTH EDGE OF THE ROCK BANK
 SC1508'OF THE COLUMBIA RIVER, ABOUT 2 MILES DOWNSTREAM, NORTHWEST, OF THE
 SC1508'LONGVIEW BRIDGE OVER THE COLUMBIA RIVER, 2 MILES WEST SOUTHWEST OF
 SC1508'THE CENTER OF LONGVIEW, AND JUST SOUTH OF THE MOUNT COFFIN NAVIGATION
 SC1508'LIGHT.
 SC1508'
 SC1508'REACHED FROM THE R.A. LONG SQUARE IN LONGVIEW, GO SOUTHWEST ON
 SC1508'WASHINGTON WAY FOR 2.0 MILES TO THE MAIN ENTRANCE TO WEYERHAEUSER
 SC1508'LUMBER COMPANY PLANT, KEEP RIGHT, JUST BEFORE ENTERING THE GATES AT
 SC1508'THE PLANT GO SOUTHWEST BETWEEN THE RAILROAD TRACKS AND A DRAINAGE
 SC1508'DITCH FOR 0.35 MILE, TURN LEFT ACROSS THE RAILROAD TRACKS, GO
 SC1508'SOUTH AND SOUTHEAST TO THE SOUTHEAST PART OF A SULFUR PLANT AND THE
 SC1508'END OF THE METAL FENCE BETWEEN THE SULFUR PLANT AND THE PAPER PLANT.
 SC1508'STATION IS 96.8 FEET EAST OF THE SOUTH END OF THE FENCE, 5.7 FEET
 SC1508'SOUTH AND 5 FEET LOWER THAN THE CONCRETE BAST OF MOUNT COFFIN
 SC1508'NAVIGATION LIGHT, AND 4 FEET NORTH OF THE ROCK CLIFF OF THE
 SC1508'COLUMBIA RIVER.
 SC1508
 SC1508                          STATION RECOVERY (1968)
 SC1508
 SC1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SC1508'THE RECOVERY NOTE SUBMITTED BY F.N. DATED 1951 WAS CORRECT AND
 SC1508'ADEQUATE.
 SC1508'
 SC1508'THE STATION MARK, STAMPED BLAST 2 USE 1951 AND REFERENCE MARK NO.1,
 SC1508'STAMPED BLAST 2 USE NO 1 1951, WERE RECOVERED AS DESCRIBED.
 SC1508'REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS NOT
 SC1508'BELIEVED TO BE DESTROYED BUT BELIEVED TO BE UNDER A HUGE CRATE THAT
 SC1508'IS ON THE RIVER BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1509 ***********************************************************************
 SC1509  DESIGNATION -  BLAST USE 1936
 SC1509  PID         -  SC1509
 SC1509  STATE/COUNTY-  WA/COWLITZ
 SC1509  USGS QUAD   -  KELSO (1990)
 SC1509
 SC1509                         *CURRENT SURVEY CONTROL
 SC1509  ___________________________________________________________________
 SC1509* NAD 83(1991)-  46 07 40.55535(N)    122 59 18.53490(W)     ADJUSTED  
 SC1509* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC1509  ___________________________________________________________________
 SC1509  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 SC1509  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 SC1509
 SC1509  HORZ ORDER  -  THIRD
 SC1509
 SC1509.The horizontal coordinates were established by classical geodetic methods
 SC1509.and adjusted by the National Geodetic Survey in December 1991..
 SC1509
 SC1509.The orthometric height was scaled from a topographic map.
 SC1509
 SC1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1509
 SC1509.The geoid height was determined by GEOID03.
 SC1509
 SC1509;                    North         East     Units Scale Factor Converg.
 SC1509;SPC WA S     -    91,352.756   307,720.968   MT  0.99994624   -1 48 27.4
 SC1509;SPC WA S     -   299,713.17  1,009,581.21   sFT  0.99994624   -1 48 27.4
 SC1509;SPC OR N     -   276,476.704 2,307,702.395   MT  1.00003506   -1 45 53.3
 SC1509;SPC OR N     -   907,075.80  7,571,202.08   iFT  1.00003506   -1 45 53.3
 SC1509;UTM  10      - 5,108,261.843   500,889.814   MT  0.99960001   +0 00 29.9
 SC1509
 SC1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1509!SPC WA S     -   1.00000304  x   0.99994624  =   0.99994928
 SC1509!SPC OR N     -   1.00000304  x   1.00003506  =   1.00003810
 SC1509!UTM  10      -   1.00000304  x   0.99960001  =   0.99960305
 SC1509
 SC1509:                Primary Azimuth Mark                     Grid Az
 SC1509:SPC WA S     -  LONGVIEW WEYERHAEUSER CO SE TK           117 45 50.7
 SC1509:SPC OR N     -  LONGVIEW WEYERHAEUSER CO SE TK           117 43 16.6
 SC1509:UTM  10      -  LONGVIEW WEYERHAEUSER CO SE TK           115 56 53.4
 SC1509
 SC1509|---------------------------------------------------------------------|
 SC1509| PID    Reference Object                     Distance      Geod. Az  |
 SC1509|                                                           dddmmss.s |
 SC1509| SC1460 LONGVIEW WEYERHAEUSER CO SE TK      APPROX. 1.4 KM 1155723.3 |
 SC1509| SC1450 LONGVIEW BRIDGE NE LIGHT            APPROX. 3.3 KM 1382643.5 |
 SC1509| SC1508 BLAST 2                              23.930 METERS 27736     |
 SC1509|---------------------------------------------------------------------|
 SC1509
 SC1509                          SUPERSEDED SURVEY CONTROL
 SC1509
 SC1509  NAD 83(1991)-  46 07 40.55535(N)    122 59 18.53489(W) AD(       ) 3
 SC1509  NAD 83(1986)-  46 07 40.57214(N)    122 59 18.53295(W) AD(       ) 3
 SC1509  NAD 27      -  46 07 41.16642(N)    122 59 14.12727(W) AD(       ) 3
 SC1509
 SC1509.Superseded values are not recommended for survey control.
 SC1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1509.See file dsdata.txt to determine how the superseded data were derived.
 SC1509
 SC1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0089008262(NAD 83)
 SC1509
 SC1509  HISTORY     - Date     Condition        Report By
 SC1509  HISTORY     - 1936     MONUMENTED       USE
 SC1509  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1509  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC1509
 SC1509                          STATION DESCRIPTION
 SC1509
 SC1509'DESCRIBED BY US ENGINEERS 1936 (RWK)
 SC1509'STATION IS ON THE S SIDE OF MOUNT COFFIN, BETWEEN THE ROAD AND THE
 SC1509'RIVER, A U.S. ENGINEERS DISK CEMENTED INTO A PIPE.
 SC1509
 SC1509                          STATION RECOVERY (1949)
 SC1509
 SC1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1509'STATION IS LOCATED ON THE NE BANK OF THE COLUMBIA RIVER, ABOUT 1.7
 SC1509'MILES SE OF A HILL KNOWN AS MOUNT SOLO, ABOUT 2.3 MILES NW OF THE
 SC1509'JUNCTION OF THE LONGVIEW BRIDGE WITH THE OREGON SHORELINE, AND
 SC1509'ABOUT 0.6 MILE NW OF THE WEYERHAEUSER LUMBER CO. PLANT.  IT LIES
 SC1509'ABOUT 1.0 METER FROM A 15-FOOT VERTICAL ROCK BANK WHICH OVERLOOKS
 SC1509'THE COLUMBIA RIVER AND IS 24.2 METERS UPSTREAM FROM THE MOUNT
 SC1509'COFFIN NAVIGATION LIGHT.
 SC1509'
 SC1509'STATION MARK IS A STANDARD U.S.E. TRIANGULATION DISK, STAMPED BLAST
 SC1509'1926, SET IN A SQUARE CONCRETE MONUMENT WHICH IS ENGRAVED BLAST
 SC1509'USE 1926.  THE DISK PROJECTS 4 INCHES ABOVE THE CONCRETE MONUMENT.
 SC1509'
 SC1509'THERE ARE NO REFERENCE MARKS.
 SC1509'
 SC1509'TO REACH THE STATION FROM THE WEYERHAEUSER EMPLOYMENT OFFICE,
 SC1509'LOCATED AT THE ENTRANCE OF THE WEYERHAEUSER MILL, GO W ON A
 SC1509'BLACKTOP ROAD FOR 0.1 MILE, TURN LEFT (W) ACROSS THE TRACKS AND
 SC1509'PROCEED TOWARD THE RIVER FOR 0.5 MILE TO A SIGN READING BLASTING
 SC1509'NO ADMITTANCE.  PACK TO THE ROCK CRUSHER, THENCE LEFT PAST THE QUARRY
 SC1509'AND TO THE STATION UPON THE RIVERBANK.
 SC1509
 SC1509                          STATION RECOVERY (1951)
 SC1509
 SC1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (ANS)
 SC1509'THIS STATION WAS REMOVED TO AVOID ITS DESTRUCTION BY QUARRY
 SC1509'OPERATIONS.  A NEW MARK WAS ESTABLISHED AND NAMED BLAST 2 U.S.E.
 SC1509'1951, SEE DESCRIPTION.  PERMISSION WAS OBTAINED FROM THE U.S.
 SC1509'ENGINEERS OFFICE, PORTLAND, OREGON TO DESTROY THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1099 ***********************************************************************
 SW1099  DESIGNATION -  BLAZE
 SW1099  PID         -  SW1099
 SW1099  STATE/COUNTY-  WA/STEVENS
 SW1099  USGS QUAD   -  INKSTER LAKE (1985)
 SW1099
 SW1099                         *CURRENT SURVEY CONTROL
 SW1099  ___________________________________________________________________
 SW1099* NAD 83(1991)-  47 52 07.34622(N)    118 07 37.54695(W)     ADJUSTED  
 SW1099* NAVD 88     -       530.2    (meters)    1739.     (feet)  VERTCON   
 SW1099  ___________________________________________________________________
 SW1099  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 SW1099  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 SW1099
 SW1099  HORZ ORDER  -  SECOND
 SW1099
 SW1099.The horizontal coordinates were established by classical geodetic methods
 SW1099.and adjusted by the National Geodetic Survey in December 1991..
 SW1099
 SW1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1099
 SW1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1099
 SW1099.The geoid height was determined by GEOID03.
 SW1099
 SW1099;                    North         East     Units Scale Factor Converg.
 SW1099;SPC WA N     -   100,143.820   702,414.263   MT  0.99995167   +2 00 53.5
 SW1099;SPC WA N     -   328,555.18  2,304,504.13   sFT  0.99995167   +2 00 53.5
 SW1099;UTM  11      - 5,302,322.618   415,711.111   MT  0.99968730   -0 50 09.3
 SW1099
 SW1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1099!SPC WA N     -   0.99991988  x   0.99995167  =   0.99987156
 SW1099!UTM  11      -   0.99991988  x   0.99968730  =   0.99960721
 SW1099
 SW1099|---------------------------------------------------------------------|
 SW1099| PID    Reference Object                     Distance      Geod. Az  |
 SW1099|                                                           dddmmss.s |
 SW1099| CF1949 BLAZE RM 1                            6.319 METERS 00930     |
 SW1099| SW1094 LOST                                APPROX. 2.9 KM 1610037.1 |
 SW1099|---------------------------------------------------------------------|
 SW1099
 SW1099                          SUPERSEDED SURVEY CONTROL
 SW1099
 SW1099  NAD 83(1986)-  47 52 07.35201(N)    118 07 37.54297(W) AD(       ) 2
 SW1099  NAD 27      -  47 52 07.78000(N)    118 07 33.62800(W) AD(       ) 2
 SW1099  NGVD 29 (07/19/86)  529.0    (m)         1736.     (f) VERT ANG       
 SW1099
 SW1099.Superseded values are not recommended for survey control.
 SW1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1099.See file dsdata.txt to determine how the superseded data were derived.
 SW1099
 SW1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP1571102323(NAD 83)
 SW1099_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1099_SETTING: 66 = SET IN ROCK OUTCROP
 SW1099_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1099
 SW1099  HISTORY     - Date     Condition        Report By
 SW1099  HISTORY     - 1935     MONUMENTED       BOR
 SW1099
 SW1099                          STATION DESCRIPTION
 SW1099
 SW1099'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1099'STATION IS LOCATED ABOUT 1,000 FEET NW OF 1/4 SEC. 3-2, T. 27
 SW1099'N., R. 37 E. WM, ON LARGE GRANITE OUTCROP ABOUT 600 FEET ABOVE
 SW1099'SPOKANE RIVER.
 SW1099'
 SW1099'TO REACH STATION, GO N FROM DAVENPORT ON STATE HIGHWAY 22 TO
 SW1099'22.5 MILES (WELLPINIT ROAD JUNCTION), TURN RIGHT.  23.0, LEFT
 SW1099'FORK.  RIGHT FORK, 23.3.  AND UP HILL.  RIGHT ON WELLPINIT ROAD,
 SW1099'JUNCTION 25.8.  30.0, TURN RIGHT ACROSS NEW BRIDGE AND FOLLOW NEW
 SW1099'ROAD TO 34.0.  TURN RIGHT UP HILL ON OLD WOOD ROAD, ENTER
 SW1099'CLEARING AT 34.2.  BEAR NW ACROSS CLEARING TO 34.7.  FROM HERE
 SW1099'FOLLOW BLAZED TRAIL AND ROAD TO 35.9 (TOP OF RIDGE).  TURN LEFT
 SW1099'HERE AND FOLLOW DOWN RIDGE TO WATER HOLE, 36.7.  CONTINUE DOWN
 SW1099'RIDGE TO 37.0 FOLLOWING NEW BLAZES.  LEAVE CAR HERE AND
 SW1099'FOLLOW TRAIL DOWN SMALL DRAW ABOUT 1,000 FEET.  THEN BEAR ALONG
 SW1099'TRAIL ONTO RIGHT HAND RIDGE AND LEFT DOWN RIDGE TO STATION.
 SW1099'
 SW1099'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 SW1099'RESPECTIVELY.  TRIANGLE CHISELED AROUND CROSS ON R.M. 1.
 SW1099'
 SW1099'HEIGHT OF STAND ABOVE STATION MARK 1.23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1597 ***********************************************************************
 SY1597  DESIGNATION -  BLDG 1
 SY1597  PID         -  SY1597
 SY1597  STATE/COUNTY-  WA/KING
 SY1597  USGS QUAD   -  
 SY1597
 SY1597                         *CURRENT SURVEY CONTROL
 SY1597  ___________________________________________________________________
 SY1597* NAD 83(1986)-  47 41 13.     (N)    122 15 25.     (W)     SCALED    
 SY1597* NAVD 88     -         7.671  (meters)      25.17   (feet)  ADJUSTED  
 SY1597  ___________________________________________________________________
 SY1597  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY1597  DYNAMIC HT  -           7.672 (meters)      25.17  (feet)  COMP
 SY1597  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 SY1597
 SY1597  VERT ORDER  -  THIRD
 SY1597
 SY1597.The horizontal coordinates were scaled from a topographic map and have
 SY1597.an estimated accuracy of +/- 6 seconds.
 SY1597
 SY1597.The orthometric height was determined by differential leveling
 SY1597.and adjusted by the National Geodetic Survey in June 1991..
 SY1597
 SY1597.The geoid height was determined by GEOID03.
 SY1597
 SY1597.The dynamic height is computed by dividing the NAVD 88
 SY1597.geopotential number by the normal gravity value computed on the
 SY1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1597.degrees latitude (g = 980.6199 gals.).
 SY1597
 SY1597.The modeled gravity was interpolated from observed gravity values.
 SY1597
 SY1597;                    North         East    Units  Estimated Accuracy
 SY1597;SPC WA N     -    77,360.      393,130.      MT  (+/- 180 meters Scaled)
 SY1597
 SY1597                          SUPERSEDED SURVEY CONTROL
 SY1597
 SY1597  NGVD 29 (12/17/02)    6.58   (m)           21.6    (f) RESET       3  
 SY1597
 SY1597.Superseded values are not recommended for survey control.
 SY1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1597.See file dsdata.txt to determine how the superseded data were derived.
 SY1597
 SY1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET557817(NAD 83)
 SY1597_MARKER: DD = SURVEY DISK
 SY1597_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 SY1597_SP_SET: CONCRETE FOUNDATION
 SY1597_STAMPING: BLDG 1 1981 BM
 SY1597_MARK LOGO: NOS   
 SY1597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY1597+STABILITY: POSITION/ELEVATION WELL
 SY1597
 SY1597  HISTORY     - Date     Condition        Report By
 SY1597  HISTORY     - 1981     MONUMENTED       NOS
 SY1597  HISTORY     - 20010520 GOOD             USPSQD
 SY1597
 SY1597                          STATION DESCRIPTION
 SY1597
 SY1597'DESCRIBED BY NATIONAL OCEAN SERVICE 1981
 SY1597'IN SEATTLE.
 SY1597'AT SEATTLE, AT SAND POINT, AT BUILDING 1 OF THE WESTERN REGIONAL
 SY1597'CENTER OF THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION.  SET
 SY1597'VERTICALLY IN THE FOUNDATION OF THE BUILDING, 6.52 METERS EAST OF THE
 SY1597'CENTER OF A SET OF DOUBLE-DOORS, ON THE NORTH SIDE OF THE BUILDING,
 SY1597'ABOUT 0.3 METER ABOVE THE PRESENT LEVEL OF THE GROUND, 0.10 METER
 SY1597'BELOW THE TOP OF THE CONCRETE FOUNDATION AND BELOW THE CENTER OF THE
 SY1597'FOURTH WINDOW EAST OF THE DOUBLE-DOORS.
 SY1597
 SY1597                          STATION RECOVERY (2001)
 SY1597
 SY1597'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY1597'THERE ARE NO DOORS (AS MENTIONED IN THE DESCRIPTION) ON THE NORTH SIDE
 SY1597'OF THE BUILDING, BUT THE MARK IS LOCATED UNDER THE CENTER OF THE 35TH
 SY1597'WINDOW PANEL FROM THE NW CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1711 ***********************************************************************
 SA1711  DESIGNATION -  BLEAKLEY
 SA1711  PID         -  SA1711
 SA1711  STATE/COUNTY-  WA/BENTON
 SA1711  USGS QUAD   -  COYOTE RAPIDS (1986)
 SA1711
 SA1711                         *CURRENT SURVEY CONTROL
 SA1711  ___________________________________________________________________
 SA1711* NAD 83(1998)-  46 38 05.44558(N)    119 30 40.11169(W)     ADJUSTED  
 SA1711* NAVD 88     -       159.537  (meters)     523.41   (feet)  ADJUSTED  
 SA1711  ___________________________________________________________________
 SA1711  X           -  -2,161,192.851 (meters)                     COMP
 SA1711  Y           -  -3,818,162.776 (meters)                     COMP
 SA1711  Z           -   4,614,086.285 (meters)                     COMP
 SA1711  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 SA1711  ELLIP HEIGHT-         138.09  (meters)          (07/05/01) GPS OBS
 SA1711  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 SA1711  DYNAMIC HT  -         159.549 (meters)     523.45  (feet)  COMP
 SA1711  MODELED GRAV-     980,687.7   (mgal)                       NAVD 88
 SA1711
 SA1711  HORZ ORDER  -  FIRST
 SA1711  VERT ORDER  -  SECOND    CLASS 0
 SA1711  ELLP ORDER  -  FOURTH    CLASS II
 SA1711
 SA1711.The horizontal coordinates were established by GPS observations
 SA1711.and adjusted by the National Geodetic Survey in July 2001..
 SA1711.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA1711.DATUM ITEM on the data sheet items page.
 SA1711
 SA1711.The orthometric height was determined by differential leveling
 SA1711.and adjusted by the National Geodetic Survey in June 1991..
 SA1711
 SA1711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA1711
 SA1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1711
 SA1711.The ellipsoidal height was determined by GPS observations
 SA1711.and is referenced to NAD 83.
 SA1711
 SA1711.The geoid height was determined by GEOID03.
 SA1711
 SA1711.The dynamic height is computed by dividing the NAVD 88
 SA1711.geopotential number by the normal gravity value computed on the
 SA1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1711.degrees latitude (g = 980.6199 gals.).
 SA1711
 SA1711.The modeled gravity was interpolated from observed gravity values.
 SA1711
 SA1711;                    North         East     Units Scale Factor Converg.
 SA1711;SPC WA S     -   145,137.648   575,711.004   MT  0.99991497   +0 43 05.9
 SA1711;SPC WA S     -   476,172.43  1,888,811.85   sFT  0.99991497   +0 43 05.9
 SA1711;UTM  11      - 5,167,650.174   307,795.648   MT  1.00005410   -1 49 34.1
 SA1711
 SA1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1711!SPC WA S     -   0.99997835  x   0.99991497  =   0.99989333
 SA1711!UTM  11      -   0.99997835  x   1.00005410  =   1.00003245
 SA1711
 SA1711:                Primary Azimuth Mark                     Grid Az
 SA1711:SPC WA S     -  HANFORD NORTH STACK                      060 59 46.2
 SA1711:UTM  11      -  HANFORD NORTH STACK                      063 32 26.2
 SA1711
 SA1711|---------------------------------------------------------------------|
 SA1711| PID    Reference Object                     Distance      Geod. Az  |
 SA1711|                                                           dddmmss.s |
 SA1711| SA2196 HANFORD NORTH STACK                 APPROX. 5.7 KM 0614252.1 |
 SA1711| SA2193 HANFORD SOUTH STACK                 APPROX. 5.7 KM 0615607.5 |
 SA1711| AB6932 BLEAKLEY AZ MK                                     0884434.6 |
 SA1711| SA2403 HANFORD SOUTH STACK OF 2            APPROX.12.2 KM 2215820.8 |
 SA1711| SA2405 HANFORD NORTH STACK OF 2            APPROX.12.2 KM 2220257.2 |
 SA1711| SA1712 BLEAKLEY RM 1                        11.938 METERS 25649     |
 SA1711| SA2411 ATOMIC ENERGY PLANT EAST STACK      APPROX.10.8 KM 2684841.7 |
 SA1711| SA2398 HANFORD WEST STACK                  APPROX. 7.1 KM 3414942.3 |
 SA1711| SA2399 HANFORD EAST STACK                  APPROX. 7.1 KM 3420118.9 |
 SA1711| SA1713 BLEAKLEY RM 2                        10.039 METERS 34914     |
 SA1711|---------------------------------------------------------------------|
 SA1711
 SA1711                          SUPERSEDED SURVEY CONTROL
 SA1711
 SA1711  NAD 83(1991)-  46 38 05.44428(N)    119 30 40.11071(W) AD(       ) 1
 SA1711  ELLIP H (10/22/93)  138.22   (m)                       GP(       ) 4 1
 SA1711  NAD 83(1991)-  46 38 05.44373(N)    119 30 40.11245(W) AD(       ) 2
 SA1711  NAD 83(1986)-  46 38 05.45266(N)    119 30 40.10119(W) AD(       ) 2
 SA1711  NAD 27      -  46 38 05.96398(N)    119 30 36.01036(W) AD(       ) 2
 SA1711  NAVD 88 (10/22/93)  159.54   (m)          523.4    (f) LEVELING    3  
 SA1711  NGVD 29 (??/??/92)  158.477  (m)          519.94   (f) ADJ UNCH    2 0
 SA1711
 SA1711.Superseded values are not recommended for survey control.
 SA1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1711.See file dsdata.txt to determine how the superseded data were derived.
 SA1711
 SA1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM0779667650(NAD 83)
 SA1711_MARKER: DS = TRIANGULATION STATION DISK
 SA1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1711_STAMPING: BLEAKLEY 1947
 SA1711_MARK LOGO: CGS   
 SA1711_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1711+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1992
 SA1711
 SA1711  HISTORY     - Date     Condition        Report By
 SA1711  HISTORY     - 1947     MONUMENTED       CGS
 SA1711  HISTORY     - 1949     GOOD             NGS
 SA1711  HISTORY     - 1965     GOOD             BPA
 SA1711  HISTORY     - 19920915 GOOD             CHANCE
 SA1711
 SA1711                          STATION DESCRIPTION
 SA1711
 SA1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SA1711'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF WHITE BLUFFS,
 SA1711'ABOUT 4 MILES WEST OF HANFORD, ABOUT 75 YARDS SOUTH OF CENTER
 SA1711'SHOPS HIGHWAY, ON A PROMINENT SAGE COVERED SAND DUNE.
 SA1711'
 SA1711'THE STATION MARK IS A STANDARD DISK STAMPED, BLEAKLEY 1947, SET
 SA1711'IN THE TOP OF AN 8 INCH CONCRETE POST PROJECTING 5 INCHES ABOVE
 SA1711'GROUND LEVEL.
 SA1711'
 SA1711'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, BLEAKLEY NO
 SA1711'1 1947, PROJECTING 3 INCHES ABOVE GROUND LEVEL AND IS ABOUT 1 FOOT
 SA1711'LOWER THAN THE STATION.
 SA1711'
 SA1711'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, BLEAKLEY NO
 SA1711'2 1947, SET FLUSH WITH THE GROUND, AND IS ABOUT 1-1/2 FEET LOWER
 SA1711'THAN THE STATION.
 SA1711'
 SA1711'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, BLEAKLEY 1947,
 SA1711'PROJECTING 6 INCHES ABOVE GROUND LEVEL.  TO REACH FROM THE STATION
 SA1711'GO EAST 2.7 MILES TO AZIMUTH MARK ON RIGHT, 71.7 FEET SOUTHWEST OF
 SA1711'WEST RAIL OF RAILROAD TRACK, 62.5 FEET SOUTH OF CENTERLINE OF
 SA1711'CENTER SHOPS HIGHWAY, AND 69.0 FEET NORTH OF A POWER LINE POLE.
 SA1711'
 SA1711'TO REACH THE STATION FROM RICHLAND, GO NORTH FROM THE U.S. POST
 SA1711'OFFICE, ON THE HANFORD ROAD, FOR 6.4 MILES TO THE GUARD STATION
 SA1711'(GOVERNMENT RESTRICTED AREA).  CONTINUE ON THE HANFORD ROAD FOR
 SA1711'17.9 MILES TO A T INTERSECTION.  TURN RIGHT AND GO NORTHWESTERLY
 SA1711'FOR 5.3 MILES TO THE CENTER SHOPS HIGHWAY.  TURN LEFT, CROSSING
 SA1711'RAILROAD TRACKS, AND GO 2.8 MILES TO TOP OF RISE.  TURN LEFT OFF
 SA1711'HIGHWAY AND GO 0.5 MILE TO TOP OF SAND DUNE AND STATION.
 SA1711
 SA1711                          STATION RECOVERY (1949)
 SA1711
 SA1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 SA1711'2.7 MI SW FROM WHITE BLUFFS.
 SA1711'2.5 MILES SOUTHWEST ALONG FEDERAL AVENUE FROM THE CHICAGO, MILWAUKEE,
 SA1711'ST. PAUL AND PACIFIC RAILROAD STATION AT WHITE BLUFFS, THENCE 0.2 MILE
 SA1711'EAST ALONG THE HANFORD ROAD, ON THE TOP OF A SMALL HILL, 290 FEET
 SA1711'SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 12 FEET HIGHER THAN THE
 SA1711'ROAD, 6.8 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 SA1711'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 SA1711
 SA1711                          STATION RECOVERY (1965)
 SA1711
 SA1711'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1965
 SA1711'TO REACH FROM RICHLAND GO NORTHERLY ON GEORGE WASHINGTON WAY FOR
 SA1711'7.0 MILES TO THE SOUTH ENTRANCE TO THE HANFORD ATOMIC ENERGY
 SA1711'AREA.  CONTINUE NORTHERLY FOR 10.0 MILES TO THE SECURITY CHECK
 SA1711'POINT.  CONTINUE NORTHERLY 0.2 MILE TO A FORK.  TAKE THE LEFT FORK
 SA1711'FOR 8.8 MILES TO THE 200-E AREA, CONTINUE 0.5 MILE TO A CROSS
 SA1711'ROAD.  GO STRAIGHT AHEAD 2.0 MILES TO ANOTHER CROSS ROAD.
 SA1711'CONTINUE NORTHERLY 4.1 MILES TO A CROSS ROAD (FIRE STATION IN
 SA1711'N.W. CORNER).  TURN RIGHT E. AND GO 1.9 MILES TO A FORK.
 SA1711'KEEP STRAIGHT AHEAD FOR 0.2 MILE TO THE STATION ON THE
 SA1711'RIGHT, SOUTH SIDE OF THE ROAD.
 SA1711
 SA1711                          STATION RECOVERY (1992)
 SA1711
 SA1711'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992
 SA1711'THE STATION IS LOCATED 28 MI (45.06 KM) NORTH-NORTHWEST OF RICHLAND,
 SA1711'WA.
 SA1711'TO REACH THE STATION FROM THE INTERSECTION OF SWIFT AVENUE AND JADWIN
 SA1711'BLVD. (AT CITY HALL IN RICHLAND, WA.), PROCEED NORTH ON JADWIN FOR
 SA1711'1.8 MI (2.90 KM) TO ITS MERGER WITH STEVENS DRIVE, CONTINUE NORTH ON
 SA1711'STEVENS ROAD (RTE. 4)FOR 16 MI (25.75 KM) TO ITS JUNCTION WITH RTE.
 SA1711'10 ON THE LEFT. CONTINUE NORTHERLY ON RTE. 4 FOR 0.2 MI (0.32 KM) TO
 SA1711'A SECURITY GATE. PASS THROUGH THE GATE AND CONTINUE NORTH FOR 0.1 MI
 SA1711'(0.16 KM) TO A PAVED ROAD ON THE RIGHT. TURN RIGHT AND PROCEED NORTH
 SA1711'ON RTE. 2 FOR 7.5 MI (12.07 KM) TO THE JUNCTION WITH RTE. 11, WHICH
 SA1711'CONTINUES TO THE WEST.  TURN RIGHT AND CONTINUE NORTH, THEN NORTHWEST
 SA1711'ON RTE. 2 FOR 5.1 MI (8.21 KM) TO THE JUNCTION WITH RTE. 1 ON THE
 SA1711'LEFT. TURN LEFT AND PROCEED WEST ON RTE. 1 FOR 2.8 MI (4.51 KM) TO
 SA1711'THE STATION ON THE LEFT (0.2 MI EAST OF THE T INTERSECTION OF A ROAD
 SA1711'THAT LEADS TO WHITE BLUFFS). THE STATION IS ON THE HIGHEST POINT OF
 SA1711'NEARBY TERRAIN.  THE STATION IS 0.4 FT (0.12 M) ABOVE GROUND SURFACE.
 SA1711'THE STATION IS LOCATED 290 FT (88.39 M) SOUTH OF THE CENTERLINE OF
 SA1711'RTE. 1, 5.4 FT (1.65 M) SOUTH-SOUTHEAST OF A METAL POST AND 1.7 FT
 SA1711'(0.52 M) NORTHEAST OF A CARSONITE WITNESS POST AND ABOUT 12 FT
 SA1711'(3.66 M) HIGHER THAN THE ROAD.
 SA1711'RM1 AND RM2 WERE ALSO RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB6932 ***********************************************************************
 AB6932  DESIGNATION -  BLEAKLEY AZ MK
 AB6932  PID         -  AB6932
 AB6932  STATE/COUNTY-  WA/BENTON
 AB6932  USGS QUAD   -  LOCKE ISLAND (1986)
 AB6932
 AB6932                         *CURRENT SURVEY CONTROL
 AB6932  ___________________________________________________________________
 AB6932* NAD 83(1986)-  46 38 06.     (N)    119 27 17.     (W)     SCALED    
 AB6932* NAVD 88     -       125.354  (meters)     411.27   (feet)  ADJUSTED  
 AB6932  ___________________________________________________________________
 AB6932  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 AB6932  DYNAMIC HT  -         125.362 (meters)     411.29  (feet)  COMP
 AB6932  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 AB6932
 AB6932  VERT ORDER  -  SECOND    CLASS II
 AB6932
 AB6932.The horizontal coordinates were scaled from a topographic map and have
 AB6932.an estimated accuracy of +/- 6 seconds.
 AB6932
 AB6932.The orthometric height was determined by differential leveling
 AB6932.and adjusted by the National Geodetic Survey in January 1997..
 AB6932
 AB6932.The geoid height was determined by GEOID03.
 AB6932
 AB6932.The dynamic height is computed by dividing the NAVD 88
 AB6932.geopotential number by the normal gravity value computed on the
 AB6932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6932.degrees latitude (g = 980.6199 gals.).
 AB6932
 AB6932.The modeled gravity was interpolated from observed gravity values.
 AB6932
 AB6932;                    North         East    Units  Estimated Accuracy
 AB6932;SPC WA S     -   145,210.      580,030.      MT  (+/- 180 meters Scaled)
 AB6932
 AB6932                          SUPERSEDED SURVEY CONTROL
 AB6932
 AB6932.No superseded survey control is available for this station.
 AB6932
 AB6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM121675(NAD 83)
 AB6932_MARKER: DZ = AZIMUTH MARK DISK
 AB6932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6932_STAMPING: BLEAKLEY JET 1947
 AB6932_MARK LOGO: CGS   
 AB6932_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6932+STABILITY: SURFACE MOTION
 AB6932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6932+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1992
 AB6932
 AB6932  HISTORY     - Date     Condition        Report By
 AB6932  HISTORY     - 1947     MONUMENTED       CGS
 AB6932  HISTORY     - 19921113 GOOD             CHANCE
 AB6932
 AB6932                          STATION DESCRIPTION
 AB6932
 AB6932'DESCRIBED BY JE CHANCE AND ASSOCIATES 1992 (RLH)
 AB6932'THE STATION IS LOCATED APPROXIMATELY 27.5 MI (44.26 KM)
 AB6932'NORTH-NORTHWEST OF RICHLAND, WA. TO REACH THE STATION FROM THE WYE
 AB6932'BARRICADE (EAST ENTRANCE TO HANFORD SITE), PROCEED NORTH ON RTE. 2 FOR
 AB6932'0.1 MI (0.16 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND CONTINUE EAST,
 AB6932'THEN IMMEDIATELY NORTH ON RTE. 2 FOR 7.2 MI (11.59 KM) TO THE JUNCTION
 AB6932'OF RTE. 11, CONTINUE NORTH ON RTE. 2 FOR AN ADDITIONAL 5.1 MI (8.21
 AB6932'KM) TO THE JUNCTION OF RTE. 1, TURN LEFT AND PROCEED WEST ON RTE. 1
 AB6932'FOR 0.1 MI (0.16 KM) TO THE STATION ON THE LEFT,  72 FT (21.95 M) WEST
 AB6932'OF THE WEST RAIL OF A SET OF RAILROAD TRACKS, 45 FT (13.72 M) SOUTH OF
 AB6932'THE SOUTH EDGE OF PAVEMENT OF RTE. 1, AND 2.4 FT (0.73 M) WEST OF A
 AB6932'4X4 WOODEN POST, AND CARSONITE WITNESS POST.  STATION MARK IS
 AB6932'PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1712 ***********************************************************************
 SA1712  DESIGNATION -  BLEAKLEY RM 1
 SA1712  PID         -  SA1712
 SA1712  STATE/COUNTY-  WA/BENTON
 SA1712  USGS QUAD   -  COYOTE RAPIDS (1986)
 SA1712
 SA1712                         *CURRENT SURVEY CONTROL
 SA1712  ___________________________________________________________________
 SA1712* NAD 83(1986)-  46 38 04.     (N)    119 30 40.     (W)     SCALED    
 SA1712* NAVD 88     -       159.278  (meters)     522.56   (feet)  ADJUSTED  
 SA1712  ___________________________________________________________________
 SA1712  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 SA1712  DYNAMIC HT  -         159.291 (meters)     522.61  (feet)  COMP
 SA1712  MODELED GRAV-     980,687.7   (mgal)                       NAVD 88
 SA1712
 SA1712  VERT ORDER  -  SECOND    CLASS 0
 SA1712
 SA1712.The horizontal coordinates were scaled from a topographic map and have
 SA1712.an estimated accuracy of +/- 6 seconds.
 SA1712
 SA1712.The orthometric height was determined by differential leveling
 SA1712.and adjusted by the National Geodetic Survey in June 1991..
 SA1712
 SA1712.The geoid height was determined by GEOID03.
 SA1712
 SA1712.The dynamic height is computed by dividing the NAVD 88
 SA1712.geopotential number by the normal gravity value computed on the
 SA1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1712.degrees latitude (g = 980.6199 gals.).
 SA1712
 SA1712.The modeled gravity was interpolated from observed gravity values.
 SA1712
 SA1712;                    North         East    Units  Estimated Accuracy
 SA1712;SPC WA S     -   145,090.      575,710.      MT  (+/- 180 meters Scaled)
 SA1712
 SA1712                          SUPERSEDED SURVEY CONTROL
 SA1712
 SA1712  NGVD 29 (??/??/92)  158.219  (m)          519.09   (f) ADJ UNCH    2 0
 SA1712
 SA1712.Superseded values are not recommended for survey control.
 SA1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1712.See file dsdata.txt to determine how the superseded data were derived.
 SA1712
 SA1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM077676(NAD 83)
 SA1712_MARKER: DR = REFERENCE MARK DISK
 SA1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1712_STAMPING: BLEAKLEY NO 1 1947
 SA1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1712+STABILITY: SURFACE MOTION
 SA1712
 SA1712  HISTORY     - Date     Condition        Report By
 SA1712  HISTORY     - 1947     MONUMENTED       CGS
 SA1712  HISTORY     - 1949     GOOD             NGS
 SA1712
 SA1712                          STATION DESCRIPTION
 SA1712
 SA1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1712'2.7 MI SW FROM WHITE BLUFFS.
 SA1712'2.5 MILES SOUTHWEST ALONG FEDERAL AVENUE FROM THE CHICAGO, MILWAUKEE,
 SA1712'ST. PAUL AND PACIFIC RAILROAD STATION AT WHITE BLUFFS, THENCE 0.2 MILE
 SA1712'EAST ALONG THE HANFORD ROAD, ON THE TOP OF A SMALL HILL, 308 FEET
 SA1712'SOUTH OF THE CENTER LINE OF THE ROAD, 39.2 FEET SOUTHWEST OF
 SA1712'TRIANGULATION STATION BLEAKLEY, ABOUT 12 FEET HIGHER THAN THE ROAD,
 SA1712'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 SA1712'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1713 ***********************************************************************
 SA1713  DESIGNATION -  BLEAKLEY RM 2
 SA1713  PID         -  SA1713
 SA1713  STATE/COUNTY-  WA/BENTON
 SA1713  USGS QUAD   -  COYOTE RAPIDS (1986)
 SA1713
 SA1713                         *CURRENT SURVEY CONTROL
 SA1713  ___________________________________________________________________
 SA1713* NAD 83(1986)-  46 38 04.     (N)    119 30 40.     (W)     SCALED    
 SA1713* NAVD 88     -       159.086  (meters)     521.93   (feet)  ADJUSTED  
 SA1713  ___________________________________________________________________
 SA1713  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 SA1713  DYNAMIC HT  -         159.098 (meters)     521.97  (feet)  COMP
 SA1713  MODELED GRAV-     980,687.7   (mgal)                       NAVD 88
 SA1713
 SA1713  VERT ORDER  -  SECOND    CLASS 0
 SA1713
 SA1713.The horizontal coordinates were scaled from a topographic map and have
 SA1713.an estimated accuracy of +/- 6 seconds.
 SA1713
 SA1713.The orthometric height was determined by differential leveling
 SA1713.and adjusted by the National Geodetic Survey in June 1991..
 SA1713
 SA1713.The geoid height was determined by GEOID03.
 SA1713
 SA1713.The dynamic height is computed by dividing the NAVD 88
 SA1713.geopotential number by the normal gravity value computed on the
 SA1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1713.degrees latitude (g = 980.6199 gals.).
 SA1713
 SA1713.The modeled gravity was interpolated from observed gravity values.
 SA1713
 SA1713;                    North         East    Units  Estimated Accuracy
 SA1713;SPC WA S     -   145,090.      575,710.      MT  (+/- 180 meters Scaled)
 SA1713
 SA1713                          SUPERSEDED SURVEY CONTROL
 SA1713
 SA1713  NGVD 29 (??/??/92)  158.027  (m)          518.46   (f) ADJ UNCH    2 0
 SA1713
 SA1713.Superseded values are not recommended for survey control.
 SA1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1713.See file dsdata.txt to determine how the superseded data were derived.
 SA1713
 SA1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM077676(NAD 83)
 SA1713_MARKER: DR = REFERENCE MARK DISK
 SA1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1713_STAMPING: BLEAKLEY NO 2 1947
 SA1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1713+STABILITY: SURFACE MOTION
 SA1713
 SA1713  HISTORY     - Date     Condition        Report By
 SA1713  HISTORY     - 1947     MONUMENTED       CGS
 SA1713  HISTORY     - 1949     GOOD             NGS
 SA1713
 SA1713                          STATION DESCRIPTION
 SA1713
 SA1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1713'2.7 MI SW FROM WHITE BLUFFS.
 SA1713'2.5 MILES SOUTHWEST ALONG FEDERAL AVENUE FROM THE CHICAGO, MILWAUKEE,
 SA1713'ST. PAUL AND PACIFIC RAILROAD STATION AT WHITE BLUFFS, THENCE 0.2 MILE
 SA1713'EAST ALONG THE HANFORD ROAD, ON THE TOP OF A SMALL HILL, 259 FEET
 SA1713'SOUTH OF THE CENTER LINE OF THE ROAD, 32.9 FEET NORTHWEST OF
 SA1713'TRIANGULATION STATION BLEAKLEY, ABOUT 11 FEET HIGHER THAN THE ROAD,
 SA1713'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 SA1713'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA7393 ***********************************************************************
 AA7393  SACS        -  This is a Secondary Airport Control Station.
 AA7393  DESIGNATION -  BLI A2
 AA7393  PID         -  AA7393
 AA7393  STATE/COUNTY-  WA/WHATCOM
 AA7393  USGS QUAD   -  FERNDALE (1994)
 AA7393
 AA7393                         *CURRENT SURVEY CONTROL
 AA7393  ___________________________________________________________________
 AA7393* NAD 83(1998)-  48 48 05.80896(N)    122 32 11.47850(W)     ADJUSTED  
 AA7393* NAVD 88     -        48.4    (meters)     159.     (feet)  H LEVEL   
 AA7393  ___________________________________________________________________
 AA7393  X           -  -2,263,798.327 (meters)                     COMP
 AA7393  Y           -  -3,548,458.140 (meters)                     COMP
 AA7393  Z           -   4,776,076.131 (meters)                     COMP
 AA7393  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 AA7393  ELLIP HEIGHT-          26.89  (meters)          (07/06/01) GPS OBS
 AA7393  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 AA7393
 AA7393  HORZ ORDER  -  B
 AA7393  ELLP ORDER  -  FOURTH    CLASS I
 AA7393
 AA7393.This mark is at Bellingham Intl Airport (BLI)
 AA7393
 AA7393.The horizontal coordinates were established by GPS observations
 AA7393.and adjusted by the National Geodetic Survey in July 2001..
 AA7393.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA7393.DATUM ITEM on the data sheet items page.
 AA7393
 AA7393.The orthometric height was determined by differential leveling
 AA7393.between control points not connected to bench marks.
 AA7393
 AA7393.GPS derived orthometric heights for airport stations designated as
 AA7393.PACS or SACS are published to 2 decimal places.  This maintains
 AA7393.centimeter relative accuracy between the PACS and SACS.  It does
 AA7393.not indicate centimeter accuracy relative to other marks which are
 AA7393.part of the NAVD 88 network.
 AA7393
 AA7393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7393
 AA7393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7393
 AA7393.The ellipsoidal height was determined by GPS observations
 AA7393.and is referenced to NAD 83.
 AA7393
 AA7393.The geoid height was determined by GEOID03.
 AA7393
 AA7393;                    North         East     Units Scale Factor Converg.
 AA7393;SPC WA N     -   201,701.085   374,888.952   MT  1.00001356   -1 16 05.0
 AA7393;SPC WA N     -   661,747.64  1,229,948.17   sFT  1.00001356   -1 16 05.0
 AA7393;UTM  10      - 5,405,506.066   534,034.349   MT  0.99961423   +0 20 55.5
 AA7393
 AA7393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7393!SPC WA N     -   0.99999579  x   1.00001356  =   1.00000935
 AA7393!UTM  10      -   0.99999579  x   0.99961423  =   0.99961002
 AA7393
 AA7393:                Primary Azimuth Mark                     Grid Az
 AA7393:SPC WA N     -  BLI AP STA B                             182 31 13.2
 AA7393:UTM  10      -  BLI AP STA B                             180 54 12.7
 AA7393
 AA7393|---------------------------------------------------------------------|
 AA7393| PID    Reference Object                     Distance      Geod. Az  |
 AA7393|                                                           dddmmss.s |
 AA7393| AA7392 BLI AP STA B                        APPROX. 1.5 KM 1811508.2 |
 AA7393| AA7394 BLI ARP                             APPROX. 0.8 KM 1882711.3 |
 AA7393|---------------------------------------------------------------------|
 AA7393
 AA7393                          SUPERSEDED SURVEY CONTROL
 AA7393
 AA7393  NAD 83(1991)-  48 48 05.80619(N)    122 32 11.47933(W) AD(       ) B
 AA7393  ELLIP H (08/25/95)   27.11   (m)                       GP(       ) 4 1
 AA7393
 AA7393.Superseded values are not recommended for survey control.
 AA7393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7393.See file dsdata.txt to determine how the superseded data were derived.
 AA7393
 AA7393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3403405506(NAD 83)
 AA7393_MARKER: DD = SURVEY DISK
 AA7393_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA7393_SP_SET: CONCRETE SIGN BASE
 AA7393_STAMPING: BLI A2 1993
 AA7393_MARK LOGO: NOS   
 AA7393_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7393+STABILITY: SURFACE MOTION
 AA7393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7393+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2000
 AA7393
 AA7393  HISTORY     - Date     Condition        Report By
 AA7393  HISTORY     - 1993     MONUMENTED       NOS
 AA7393  HISTORY     - 19970828 GOOD             NGS
 AA7393  HISTORY     - 20000208 GOOD             NGS
 AA7393
 AA7393                          STATION DESCRIPTION
 AA7393
 AA7393'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA7393'THE STATION IS LOCATED ON BELLINGHAM INTERNATIONAL AIRPORT AT THE N
 AA7393'END NEAR THE INTERSECTION OF TAXIWAYS "A" AND "B".  THE AIRPORT
 AA7393'MANAGER MUST BE CONTACTED AT 206-676-2500, TO ARANGE ACCESS TO THE
 AA7393'RUNWAY.
 AA7393' 
 AA7393'THE STATION IS SET IN THE SW CORNER OF A .5 M (1.6 FT) BY 3.33 M
 AA7393'(10.93 FT) CONCRETE PAD SUPPORTING A LIGHTED HOLD BAR SIGN FOR TAXIWAY
 AA7393'"B".  THE CONCRETE PAD IS SURROUNDED BY A 3.1 M (10.2 FT) BY 5.8 M
 AA7393'(19.0 FT) ASPHALT PAD.  THE PAD IS 8.9 M (29.2 FT) S OF THE EDGE OF
 AA7393'THE PAVEMENT FOR TAXIWAY "B".  THE STATION IS 12.4 M (40.7 FT) S OF
 AA7393'THE TAXIWAY LIGHT IMMEADIATELY E OF THE HOLD BAR, AND 13.5 M (44.3 FT)
 AA7393'S OF THE TAXIWAY LIGHT IMMEADIATELY W OF THE HOLD BAR FOR TAXIWAY
 AA7393'"B".
 AA7393' 
 AA7393'THE STATION IS A 2 INCH BRASS CAP WITH A PUNCH MARK IN THE CENTER AND
 AA7393'IS STAMPED "BLI A2 1993".
 AA7393
 AA7393                          STATION RECOVERY (1997)
 AA7393
 AA7393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 AA7393'THE STATION IS LOCATED 3 MILES (4.8 KM) NORTHWEST OF BELLINGHAM, WA AT
 AA7393'THE BELLINGHAM INTERNATIONAL AIRPORT IN BELLINGHAM, WA.  IT IS AT THE
 AA7393'NORTH END OF THE AIRPORT NEAR THE APPROACH END OF RUNWAY 16.  CONTACT
 AA7393'MR KARL T.  KERSTEIN, DIRECTOR OF AVIATION (360) 671-5674 FOR
 AA7393'PERMISSION TO OCCUPY THIS MARK.  TO REACH THE STATION FROM THE AIRPORT
 AA7393'ADMINISTRATION BULIDING, PASS THROUGH GATE AT ADMINISTRATION ENTRANCE.
 AA7393'PROCEED WESTERLY ACCROSS RAMP 0.15 MILES (0.24 KM) TO THE INTERSECTION
 AA7393'OF TAXIWAY C AND TAXIWAY A.  TURN RIGHT HEADING NORTH ALONG TAXIWAY A
 AA7393'FOR 0.3 MI (0.5 KM) TO THE END OF TAXIWAY A AND CONNECTOR TAXIWAY B.
 AA7393'THE STATION IS ON THE LEFT IN THE GRASS INFIELD BETWEEN THE RUNWAY AND
 AA7393'THE PARALLEL TAXIWAY ON THE SOUTH SIDE OF THE CONNECTOR TAXIWAY.  THE
 AA7393'STATION IS SET IN THE SOUTHWEST CORNER OF A 1.6 FT (0.5 M) X 10.9 FT
 AA7393'(3.3 M) CONCRETE PAD SUPPORTING A LIGHTED RUNWAY-TAXIWAY SIGN.  THE
 AA7393'CONCRETE PAD IS SURROUNDED BY A 10.2 FT (3.1 M) X 19.0 FT (5.8 M)
 AA7393'ASPHALT PAD.  THE PAD IS 29.2 FT (8.9 M) SOUTH OF THE SOUTH EDGE OF
 AA7393'TAXIWAY B.  THE STATION IS 40.7 FT (12.4 M) SOUTH OF THE TAXIWAY LIGHT
 AA7393'IMMEDIATELY EAST OF THE HOLD BAR, AND 44.3 FT (13.5 M) SOUTH OF THE
 AA7393'TAXIWAY LIGHT IMMEDIATELY WEST OF THE HOLD BAR.  THE STATION IS A 2
 AA7393'INCH BRASS CAP WITH PUNCH MARK IN THE CENTER AND STAMPED BLI A2 1993.
 AA7393'THIS IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AA7393
 AA7393                          STATION RECOVERY (2000)
 AA7393
 AA7393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JTM)
 AA7393'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA7392 ***********************************************************************
 AA7392  DESIGNATION -  BLI AP STA B
 AA7392  PID         -  AA7392
 AA7392  STATE/COUNTY-  WA/WHATCOM
 AA7392  USGS QUAD   -  FERNDALE (1994)
 AA7392
 AA7392                         *CURRENT SURVEY CONTROL
 AA7392  ___________________________________________________________________
 AA7392* NAD 83(1998)-  48 47 17.85592(N)    122 32 13.06490(W)     ADJUSTED  
 AA7392* NAVD 88     -        46.9    (meters)     154.     (feet)  GPS OBS   
 AA7392  ___________________________________________________________________
 AA7392  X           -  -2,264,424.488 (meters)                     COMP
 AA7392  Y           -  -3,549,379.429 (meters)                     COMP
 AA7392  Z           -   4,775,099.174 (meters)                     COMP
 AA7392  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 AA7392  ELLIP HEIGHT-          25.37  (meters)          (07/06/01) GPS OBS
 AA7392  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 AA7392
 AA7392  HORZ ORDER  -  B
 AA7392  ELLP ORDER  -  FOURTH    CLASS I
 AA7392
 AA7392.This mark is at Bellingham Intl Airport (BLI)
 AA7392
 AA7392.The horizontal coordinates were established by GPS observations
 AA7392.and adjusted by the National Geodetic Survey in July 2001..
 AA7392.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA7392.DATUM ITEM on the data sheet items page.
 AA7392
 AA7392.The orthometric height was determined by GPS observations and a
 AA7392.high-resolution geoid model.
 AA7392
 AA7392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7392
 AA7392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7392
 AA7392.The ellipsoidal height was determined by GPS observations
 AA7392.and is referenced to NAD 83.
 AA7392
 AA7392.The geoid height was determined by GEOID03.
 AA7392
 AA7392;                    North         East     Units Scale Factor Converg.
 AA7392;SPC WA N     -   200,220.853   374,823.797   MT  1.00001080   -1 16 06.2
 AA7392;SPC WA N     -   656,891.25  1,229,734.41   sFT  1.00001080   -1 16 06.2
 AA7392;UTM  10      - 5,404,025.175   534,010.993   MT  0.99961421   +0 20 54.0
 AA7392
 AA7392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7392!SPC WA N     -   0.99999602  x   1.00001080  =   1.00000682
 AA7392!UTM  10      -   0.99999602  x   0.99961421  =   0.99961024
 AA7392
 AA7392:                Primary Azimuth Mark                     Grid Az
 AA7392:SPC WA N     -  BLI A2                                   002 31 13.2
 AA7392:UTM  10      -  BLI A2                                   000 54 13.0
 AA7392
 AA7392|---------------------------------------------------------------------|
 AA7392| PID    Reference Object                     Distance      Geod. Az  |
 AA7392|                                                           dddmmss.s |
 AA7392| AA7393 BLI A2                              APPROX. 1.5 KM 0011507.0 |
 AA7392|---------------------------------------------------------------------|
 AA7392
 AA7392                          SUPERSEDED SURVEY CONTROL
 AA7392
 AA7392  NAD 83(1991)-  48 47 17.85313(N)    122 32 13.06574(W) AD(       ) B
 AA7392  ELLIP H (08/25/95)   25.58   (m)                       GP(       ) 4 1
 AA7392
 AA7392.Superseded values are not recommended for survey control.
 AA7392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7392.See file dsdata.txt to determine how the superseded data were derived.
 AA7392
 AA7392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3401104025(NAD 83)
 AA7392_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA7392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7392_STAMPING: AP 1963 STA B
 AA7392_MARK LOGO: CGS   
 AA7392_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA7392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7392+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 AA7392
 AA7392  HISTORY     - Date     Condition        Report By
 AA7392  HISTORY     - 1963     MONUMENTED       CGS
 AA7392  HISTORY     - 19900615 GOOD             NGS
 AA7392  HISTORY     - 20030318 GOOD             USPSQD
 AA7392
 AA7392                          STATION DESCRIPTION
 AA7392
 AA7392'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JGF)
 AA7392'THE STATION IS LOCATED ON BELLINGHAM INTERNATIONAL AIRPORT ON THE E
 AA7392'SIDE OF THE RUNWAY NEAR THE OLD APPROACH END OF RUNWAY 34. THE AIRPORT
 AA7392'MANAGER MUST BE CONTACTED AT 206-676-2500, TO ARANGE ACCESS TO THE
 AA7392'RUNWAY.
 AA7392' 
 AA7392'THE RUNWAY HAS BEEN EXTENDED SO THE STATION IS LOCATED ABOUT HALFWAY
 AA7392'DOWN THE E SIDE OF THE ACTIVE RUNWAY AT THE OLD APPROACH END OF RUNWAY
 AA7392'34. THE STATION IS JUST N OF AN OLD REIL PAD.  IT IS 60.2 FT (18.3 M)
 AA7392'SE OF THE 3RD RUNWAY LIGHT SOUTH OF TAXIWAY "F", AND 164.2 FT (50.0 M)
 AA7392'NE OF THE 4TH RUNWAY LIGHT S OF TAXIWAY "F".
 AA7392' 
 AA7392'THE STATION IS A TOPO DISK SET IN THE TOP OF A CONCRETE MONUMENT SET
 AA7392'FLUSH WITH THE GROUND.
 AA7392
 AA7392                          STATION RECOVERY (1990)
 AA7392
 AA7392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AA7392'THE STATION IS LOCATED NEAR RUNWAY END 34, 258.6 FT (78.8 M) SOUTH OF
 AA7392'THE FIRST RUNWAY LIGHT NORTH OF END 34 ON THE EAST SIDE OF THE RUNWAY,
 AA7392'130.0 FT (39.6 M) EAST OF THE CENTERLINE END OF 34, AND 50.0 FT (15.2
 AA7392'M) EAST OF THE EAST EDGE OF THE RUNWAY.  A STANDARD TOPOGRAPHIC DISK
 AA7392'STAMPED AP 1963 STA B SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 AA7392'THE GROUND.  NOTE, THE STATION IS ON LINE WITH THE RUNWAY END AND 10.8
 AA7392'FT (3.3 M) NNE OF A REIL.
 AA7392
 AA7392                          STATION RECOVERY (2003)
 AA7392
 AA7392'RECOVERY NOTE BY US POWER SQUADRON 2003 (TAH)
 AA7392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA7394 ***********************************************************************
 AA7394  PACS        -  This is a Primary Airport Control Station.
 AA7394  DESIGNATION -  BLI ARP
 AA7394  PID         -  AA7394
 AA7394  STATE/COUNTY-  WA/WHATCOM
 AA7394  USGS QUAD   -  FERNDALE (1994)
 AA7394
 AA7394                         *CURRENT SURVEY CONTROL
 AA7394  ___________________________________________________________________
 AA7394* NAD 83(1998)-  48 47 39.44527(N)    122 32 17.40870(W)     ADJUSTED  
 AA7394* NAVD 88     -        46.9    (meters)     154.     (feet)  H LEVEL   
 AA7394  ___________________________________________________________________
 AA7394  X           -  -2,264,229.348 (meters)                     COMP
 AA7394  Y           -  -3,548,908.726 (meters)                     COMP
 AA7394  Z           -   4,775,538.475 (meters)                     COMP
 AA7394  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 AA7394  ELLIP HEIGHT-          25.29  (meters)          (07/06/01) GPS OBS
 AA7394  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 AA7394
 AA7394  HORZ ORDER  -  B
 AA7394  ELLP ORDER  -  FOURTH    CLASS I
 AA7394
 AA7394.This mark is at Bellingham Intl Airport (BLI)
 AA7394
 AA7394.The horizontal coordinates were established by GPS observations
 AA7394.and adjusted by the National Geodetic Survey in July 2001..
 AA7394.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA7394.DATUM ITEM on the data sheet items page.
 AA7394
 AA7394.The orthometric height was determined by differential leveling
 AA7394.between control points not connected to bench marks.
 AA7394
 AA7394.GPS derived orthometric heights for airport stations designated as
 AA7394.PACS or SACS are published to 2 decimal places.  This maintains
 AA7394.centimeter relative accuracy between the PACS and SACS.  It does
 AA7394.not indicate centimeter accuracy relative to other marks which are
 AA7394.part of the NAVD 88 network.
 AA7394
 AA7394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7394
 AA7394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7394
 AA7394.The ellipsoidal height was determined by GPS observations
 AA7394.and is referenced to NAD 83.
 AA7394
 AA7394.The geoid height was determined by GEOID03.
 AA7394
 AA7394;                    North         East     Units Scale Factor Converg.
 AA7394;SPC WA N     -   200,889.566   374,749.928   MT  1.00001204   -1 16 09.4
 AA7394;SPC WA N     -   659,085.18  1,229,492.06   sFT  1.00001204   -1 16 09.4
 AA7394;UTM  10      - 5,404,691.272   533,918.323   MT  0.99961413   +0 20 50.9
 AA7394
 AA7394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7394!SPC WA N     -   0.99999604  x   1.00001204  =   1.00000808
 AA7394!UTM  10      -   0.99999604  x   0.99961413  =   0.99961017
 AA7394
 AA7394:                Primary Azimuth Mark                     Grid Az
 AA7394:SPC WA N     -  BLI A2                                   009 43 16.2
 AA7394:UTM  10      -  BLI A2                                   008 06 15.9
 AA7394
 AA7394|---------------------------------------------------------------------|
 AA7394| PID    Reference Object                     Distance      Geod. Az  |
 AA7394|                                                           dddmmss.s |
 AA7394| AA7393 BLI A2                              APPROX. 0.8 KM 0082706.8 |
 AA7394| AA7392 BLI AP STA B                        APPROX. 0.7 KM 1722537.4 |
 AA7394| AC5526 ARP 2 BLI                           273.836 METERS 34801     |
 AA7394|---------------------------------------------------------------------|
 AA7394
 AA7394                          SUPERSEDED SURVEY CONTROL
 AA7394
 AA7394  NAD 83(1991)-  48 47 39.44249(N)    122 32 17.40953(W) AD(       ) B
 AA7394  ELLIP H (08/25/95)   25.51   (m)                       GP(       ) 4 1
 AA7394
 AA7394.Superseded values are not recommended for survey control.
 AA7394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7394.See file dsdata.txt to determine how the superseded data were derived.
 AA7394
 AA7394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3391804691(NAD 83)
 AA7394_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA7394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7394_STAMPING: ARP 1963
 AA7394_MARK LOGO: CGS   
 AA7394_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA7394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7394+STABILITY: SURFACE MOTION
 AA7394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7394+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2000
 AA7394
 AA7394  HISTORY     - Date     Condition        Report By
 AA7394  HISTORY     - 1963     MONUMENTED       CGS
 AA7394  HISTORY     - 19900615 GOOD             NGS
 AA7394  HISTORY     - 19970828 GOOD             NGS
 AA7394  HISTORY     - 20000208 GOOD             NGS
 AA7394
 AA7394                          STATION DESCRIPTION
 AA7394
 AA7394'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JGF)
 AA7394'THE STATION IS LOCATED ON BELLINGHAM INTERNATIONAL AIRPORT AT THE
 AA7394'APPROXIMATE CENTER OF THE AIRPORT ON THE W SIDE OF RUNWAY 16-34.  THE
 AA7394'AIRPORT MANAGER MUST BE CONTACTED AT 206-676-2500, TO ARANGE ACCESS TO
 AA7394'THE RUNWAY.
 AA7394' 
 AA7394'THE STATION IS 650 FT (198.1 M) S OF THE INTERSECTION OF RWY 16-34 AND
 AA7394'INACTIVE RWY 12-30.  THE STATION IS 159.28 FT (48.55 M) NW OF THE 5TH
 AA7394'RWY LIGHT S OF THE INTERSECTION, 82.85 FT (25.25 M) W OF THE 4TH LIGHT
 AA7394'S OF THE INTERSECTION, AND 74.9 FT (22.8 M) W OF THE W EDGE OF THE
 AA7394'PAVEMENT.
 AA7394' 
 AA7394'THE STATION IS A STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE
 AA7394'MONUMENT SET FLUSH WITH THE GROUND.
 AA7394
 AA7394                          STATION RECOVERY (1990)
 AA7394
 AA7394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AA7394'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE AIRPORT, 1500
 AA7394'FT (457.2 M) NW OF THE TERMINAL BUILDING, 650 FT (198.1 M) S OF THE
 AA7394'INTERSECTION OF RUNWAYS 16-34 AND 12-30, 159.28 FT (48.55 M) NW OF THE
 AA7394'5TH RUNWAY LIGHT S OF THE INTERSECTION OF RUNWAYS 16-34 AND 12-30,
 AA7394'82.85 FT (25.25 M) W OF THE 4TH RUNWAY LIGHT S OF THE INTERSECTION OF
 AA7394'RUNWAYS 16-34 AND 12-30 AND 74.9 FT (22.8 M) W OF THE WEST EDGE OF THE
 AA7394'PAVING.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1963
 AA7394'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AA7394
 AA7394                          STATION RECOVERY (1997)
 AA7394
 AA7394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 AA7394'THE STATION IS LOCATED 3 MILES (4.8 KM) NORTHWEST OF BELLINGHAM, WA AT
 AA7394'THE BELLINGHAM INTERNATIONAL AIRPORT IN BELLINGHAM, WA.  IT IS AT THE
 AA7394'APPROXIMATE CENTER OF THE AIRPORT AND ON THE WEST SIDE OF RUNWAY
 AA7394'16-34.  CONTACT MR KARL T.  KERSTEIN, DIRECTOR OF AVIATION (360)
 AA7394'671-5674 FOR PERMISSION TO OCCUPY THIS MARK.  TO REACH THE STATION
 AA7394'FROM THE AIRPORT ADMINISTRATION BULIDING, PASS THROUGH GATE AT
 AA7394'ADMINISTRATION ENTRANCE.  PROCEED WESTERLY ACCROSS RAMP 0.15 MILES
 AA7394'(0.24 KM) TO THE INTERSECTION OF TAXIWAY C AND TAXIWAY A.  CONTINUE
 AA7394'ALONG TAXIWAY C AND ACCROSS RUNWAY 16-34 FOR 0.15 MI (0.24 KM) TO
 AA7394'ABANDON RUNWAY 12-30.  TURN LEFT HEADING SOUTH FOLLOWING THE MOWN
 AA7394'GRASS LINE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT JUST SOUTH
 AA7394'OF THE 4TH RUNWAY LIGHT TO THE SOUTH OF THE INTERSECTION OF RUNWAY
 AA7394'16-34 AND THE ABANDON RUNWAY 12-30.  IT IS 177 FT (53.9 M) WEST OF THE
 AA7394'CENTERLINE OF RUNWAY 16-34, 155 FT (47.2 M) NORTHWEST OF THE 5TH
 AA7394'RUNWAY LIGHT SOUTH OF THE INTERSECTION WITH ABANDON RUNWAY 12-30, AND
 AA7394'78.8 FT (24.0 M) WEST-SOUTHWEST OF THE 4TH RUNWAY LIGHT SOUTH OF THE
 AA7394'INTERSECTION WITH ABANDON RUNWAY 12-30.  STATION IS A STANDARD
 AA7394'TOPOGRAPHIC STATION DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AA7394'AND IS FLUSH WITH THE GROUND.  THIS IS A PRIMARY AIRPORT CONTROL
 AA7394'STATION (PACS) .
 AA7394
 AA7394                          STATION RECOVERY (2000)
 AA7394
 AA7394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (KLF)
 AA7394'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI0442 ***********************************************************************
 AI0442  DESIGNATION -  BLI C
 AI0442  PID         -  AI0442
 AI0442  STATE/COUNTY-  WA/WHATCOM
 AI0442  USGS QUAD   -  FERNDALE (1994)
 AI0442
 AI0442                         *CURRENT SURVEY CONTROL
 AI0442  ___________________________________________________________________
 AI0442* NAD 83(1998)-  48 48 07.53916(N)    122 32 11.28081(W)     ADJUSTED  
 AI0442* NAVD 88     -        48.1    (meters)     158.     (feet)  GPS OBS   
 AI0442  ___________________________________________________________________
 AI0442  X           -  -2,263,773.179 (meters)                     COMP
 AI0442  Y           -  -3,548,426.223 (meters)                     COMP
 AI0442  Z           -   4,776,111.087 (meters)                     COMP
 AI0442  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 AI0442  ELLIP HEIGHT-          26.56  (meters)          (09/28/01) GPS OBS
 AI0442  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 AI0442
 AI0442  HORZ ORDER  -  THIRD
 AI0442  ELLP ORDER  -  FOURTH    CLASS I
 AI0442
 AI0442.The horizontal coordinates were established by GPS observations
 AI0442.and adjusted by the National Geodetic Survey in September 2001..
 AI0442.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI0442.DATUM ITEM on the data sheet items page.
 AI0442
 AI0442.The orthometric height was determined by GPS observations and a
 AI0442.high-resolution geoid model.
 AI0442
 AI0442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0442
 AI0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0442
 AI0442.The ellipsoidal height was determined by GPS observations
 AI0442.and is referenced to NAD 83.
 AI0442
 AI0442.The geoid height was determined by GEOID03.
 AI0442
 AI0442;                    North         East     Units Scale Factor Converg.
 AI0442;SPC WA N     -   201,754.430   374,894.168   MT  1.00001366   -1 16 04.9
 AI0442;SPC WA N     -   661,922.66  1,229,965.28   sFT  1.00001366   -1 16 04.9
 AI0442;UTM  10      - 5,405,559.515   534,038.057   MT  0.99961423   +0 20 55.6
 AI0442
 AI0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0442!SPC WA N     -   0.99999584  x   1.00001366  =   1.00000950
 AI0442!UTM  10      -   0.99999584  x   0.99961423  =   0.99961007
 AI0442
 AI0442                          SUPERSEDED SURVEY CONTROL
 AI0442
 AI0442  NAD 83(1998)-  48 48 07.53638(N)    122 32 11.28164(W) AD(       ) 3
 AI0442  ELLIP H (06/24/99)   26.78   (m)                       GP(       ) 4 1
 AI0442
 AI0442.Superseded values are not recommended for survey control.
 AI0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0442.See file dsdata.txt to determine how the superseded data were derived.
 AI0442
 AI0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3403805560(NAD 83)
 AI0442_MARKER: DD = SURVEY DISK
 AI0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0442_STAMPING: BLI C 1995
 AI0442_MARK LOGO: NOS   
 AI0442_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0442+STABILITY: SURFACE MOTION
 AI0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0442+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI0442
 AI0442  HISTORY     - Date     Condition        Report By
 AI0442  HISTORY     - 1995     MONUMENTED       NOS
 AI0442  HISTORY     - 20030318 MARK NOT FOUND   USPSQD
 AI0442
 AI0442                          STATION DESCRIPTION
 AI0442
 AI0442'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (DRM)
 AI0442'THE STATION IS LOCATED 3 MILES (4.8 KM) NORTHWEST OF BELLINGHAM, WA AT
 AI0442'THE BELLINGHAM INTERNATIONAL AIRPORT IN BELLINGHAM, WA.  IT IS AT THE
 AI0442'NORTH END OF THE AIRPORT NEAR THE APPROACH END OF RUNWAY 16.  CONTACT
 AI0442'MR KARL T.  KERSTEIN, DIRECTOR OF AVIATION (360) 671-5674 FOR
 AI0442'PERMISSION TO OCCUPY THIS MARK.  TO REACH THE STATION FROM THE AIRPORT
 AI0442'ADMINISTRATION BULIDING, PASS THROUGH GATE AT ADMINISTRATION ENTRANCE.
 AI0442'PROCEED WESTERLY ACCROSS RAMP 0.15 MILES (0.24 KM) TO THE INTERSECTION
 AI0442'OF TAXIWAY C AND TAXIWAY A.  TURN RIGHT HEADING NORTH ALONG TAXIWAY A
 AI0442'FOR 0.3 MI (0.5 KM) TO THE END OF TAXIWAY A AND CONNECTOR TAXIWAY B.
 AI0442'THE STATION IS ON THE RIGHT IN THE GRASS ON THE NORTH SIDE OF TAXIWAY
 AI0442'B, BETWEEN A LIGHTED RUNWAY-TAXIWAY SIGN AND AN ASPHALT SERVICE ROAD.
 AI0442'THE STATION IS LOCATED IN THE GRASS 54.5 FT (16.6 M) NORTHEAST OF THE
 AI0442'FIRST TAXIWAY LIGHT WEST OF THE ASPHALT SERVICE ROAD, 41.0 FT (12.5 M)
 AI0442'NORTH-NORTHWEST OF THE TAXIWAY EDGE AT THE JUNCTION WITH THE HOLD BAR,
 AI0442'16.5 FT (5.0 M) EAST OF THE EAST EDGE OF THE ASPHALT SERVICE ROAD, AND
 AI0442'11.6 FT (3.5 M) WEST OF THE NORTHWEST CORNER OF THE LIGHTED SIGN.  THE
 AI0442'STATION IS A STATNDARD NOS DISK SET IN THE TOP OF A CONCRETE MONUMENT
 AI0442'RECESSED 12 CM BELOW THE GROUND AND STAMPED BLI C 1995.  AN 8 INCH X 8
 AI0442'INCH CONCRETE SLAB WAS PLACED ON TOP OF THE MARK.
 AI0442
 AI0442                          STATION RECOVERY (2003)
 AI0442
 AI0442'RECOVERY NOTE BY US POWER SQUADRON 2003 (TAH)
 AI0442'BELLINGHAM INTERNATIONAL AIRPORT MAINTENANCE SUPERVISOR RUSS
 AI0442'HOLLINGSWORTH ADVISED MARKER WAS LIKELY DESTROYED IN RECENT (2002)
 AI0442'EXPANSION OF A RUNWAY. EXAMINATION FO AREA BETWEEN TAXI WAY'S 'A' AND
 AI0442''B' REVEALED HEAVY EQUIPMENT HAD GRADED AND FILLED THE DESCRIBED
 AI0442'MARKER SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI0441 ***********************************************************************
 AI0441  SACS        -  This is a Secondary Airport Control Station.
 AI0441  DESIGNATION -  BLI D
 AI0441  PID         -  AI0441
 AI0441  STATE/COUNTY-  WA/WHATCOM
 AI0441  USGS QUAD   -  FERNDALE (1994)
 AI0441
 AI0441                         *CURRENT SURVEY CONTROL
 AI0441  ___________________________________________________________________
 AI0441* NAD 83(1998)-  48 47 00.05661(N)    122 32 11.19213(W)     ADJUSTED  
 AI0441* NAVD 88     -        50.08   (meters)     164.3    (feet)  GPS OBS   
 AI0441  ___________________________________________________________________
 AI0441  X           -  -2,264,615.822 (meters)                     COMP
 AI0441  Y           -  -3,549,750.417 (meters)                     COMP
 AI0441  Z           -   4,774,739.251 (meters)                     COMP
 AI0441  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 AI0441  ELLIP HEIGHT-          28.49  (meters)          (09/28/01) GPS OBS
 AI0441  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 AI0441
 AI0441  HORZ ORDER  -  FIRST
 AI0441  ELLP ORDER  -  FOURTH    CLASS I
 AI0441
 AI0441.This mark is at Bellingham Intl Airport (BLI)
 AI0441
 AI0441.The horizontal coordinates were established by GPS observations
 AI0441.and adjusted by the National Geodetic Survey in September 2001..
 AI0441.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI0441.DATUM ITEM on the data sheet items page.
 AI0441
 AI0441.The orthometric height was determined by GPS observations and a
 AI0441.high-resolution geoid model.
 AI0441
 AI0441.GPS derived orthometric heights for airport stations designated as
 AI0441.PACS or SACS are published to 2 decimal places.  This maintains
 AI0441.centimeter relative accuracy between the PACS and SACS.  It does
 AI0441.not indicate centimeter accuracy relative to other marks which are
 AI0441.part of the NAVD 88 network.
 AI0441
 AI0441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0441
 AI0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0441
 AI0441.The ellipsoidal height was determined by GPS observations
 AI0441.and is referenced to NAD 83.
 AI0441
 AI0441.The geoid height was determined by GEOID03.
 AI0441
 AI0441;                    North         East     Units Scale Factor Converg.
 AI0441;SPC WA N     -   199,670.308   374,849.847   MT  1.00000979   -1 16 04.8
 AI0441;SPC WA N     -   655,085.00  1,229,819.87   sFT  1.00000979   -1 16 04.8
 AI0441;UTM  10      - 5,403,475.801   534,052.549   MT  0.99961425   +0 20 55.3
 AI0441
 AI0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0441!SPC WA N     -   0.99999554  x   1.00000979  =   1.00000533
 AI0441!UTM  10      -   0.99999554  x   0.99961425  =   0.99960979
 AI0441
 AI0441                          SUPERSEDED SURVEY CONTROL
 AI0441
 AI0441  NAD 83(1998)-  48 47 00.05384(N)    122 32 11.19296(W) AD(       ) 1
 AI0441  ELLIP H (06/24/99)   28.71   (m)                       GP(       ) 4 1
 AI0441
 AI0441.Superseded values are not recommended for survey control.
 AI0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0441.See file dsdata.txt to determine how the superseded data were derived.
 AI0441
 AI0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3405303476(NAD 83)
 AI0441_MARKER: DD = SURVEY DISK
 AI0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0441_STAMPING: BLI D 1995
 AI0441_MARK LOGO: NOS   
 AI0441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0441+STABILITY: SURFACE MOTION
 AI0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0441+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2000
 AI0441
 AI0441  HISTORY     - Date     Condition        Report By
 AI0441  HISTORY     - 1995     MONUMENTED       NOS
 AI0441  HISTORY     - 20000209 GOOD             NGS
 AI0441
 AI0441                          STATION DESCRIPTION
 AI0441
 AI0441'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (DRM)
 AI0441'THE STATION IS LOCATED 3 MILES (4.8 KM) NORTHWEST OF BELLINGHAM, WA AT
 AI0441'THE BELLINGHAM INTERNATIONAL AIRPORT IN BELLINGHAM, WA.  IT IS AT THE
 AI0441'NORTH END OF THE AIRPORT NEAR THE APPROACH END OF RUNWAY 16.  CONTACT
 AI0441'MR KARL T.  KERSTEIN, DIRECTOR OF AVIATION (360) 671-5674 FOR
 AI0441'PERMISSION TO OCCUPY THIS MARK.  TO REACH THE STATION FROM THE AIRPORT
 AI0441'ADMINISTRATION BULIDING, PASS THROUGH GATE AT ADMINISTRATION ENTRANCE.
 AI0441'PROCEED WESTERLY ACCROSS RAMP 0.15 MILES (0.24 KM) TO THE INTERSECTION
 AI0441'OF TAXIWAY C AND TAXIWAY A.  TURN LEFT HEADING SOUTH ALONG TAXIWAY A
 AI0441'FOR 1.0 MI (1.6 KM) TO THE END OF TAXIWAY A AND CONNECTOR TAXIWAY G.
 AI0441'THE STATION IS IN THE GRASS ON THE SOUTH SIDE OF TAXIWAY G, JUST SOUTH
 AI0441'OF A LIGHTED RUNWAY-TAXIWAY SIGN.  THE STATION IS LOCATED IN THE GRASS
 AI0441'257.2 FT (78.4 M) EAST OF THE CL END RWY 34, 99.1 FT (30.2 M)
 AI0441'SOUTHWEST OF THE FIRST TAXIWAY LIGHT EAST OF THE HOLD BAR, 71.0 FT
 AI0441'(21.6 M) SOUTHEAST OF THE FIRST TAXIWAY LIGHT WEST OF THE HOLD BAR,
 AI0441'58.9 FT (18.0 M) SOUTH OF THE SOUTH EDGE OF TAXIWAY G, AND ABOUT 6 FT
 AI0441'(1.8 M) SOUTH OF THE SOUTH END OF THE LIGHTED RUNWAY-TAXIWAY SIGN AND
 AI0441'IN ALSO IN LINE WITH THE WEST EDGE OF THE RUNUP PAD AND HOLD BAR.  THE
 AI0441'STATION IS A STATNDARD NOS DISK SET IN THE TOP OF A CONCRETE MONUMENT
 AI0441'RECESSED 20 CM BELOW THE GROUND AND STAMPED BLI C 1995.  TWO 8 INCH X
 AI0441'8 INCH CONCRETE SLAB WERE PLACED ON TOP OF THE MARK.  THIS IS A
 AI0441'SECONDARY AIRPORT CONTROL STATION (SACS)
 AI0441
 AI0441                          STATION RECOVERY (2000)
 AI0441
 AI0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (KLF)
 AI0441'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2130 ***********************************************************************
 TR2130  DESIGNATION -  BLIND 1889
 TR2130  PID         -  TR2130
 TR2130  STATE/COUNTY-  WA/SAN JUAN
 TR2130  USGS QUAD   -  EASTSOUND (1994)
 TR2130
 TR2130                         *CURRENT SURVEY CONTROL
 TR2130  ___________________________________________________________________
 TR2130* NAD 83(1991)-  48 37 45.07450(N)    122 52 40.04679(W)     ADJUSTED  
 TR2130* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2130  ___________________________________________________________________
 TR2130  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 TR2130  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TR2130
 TR2130  HORZ ORDER  -  THIRD
 TR2130
 TR2130.The horizontal coordinates were established by classical geodetic methods
 TR2130.and adjusted by the National Geodetic Survey in December 1991..
 TR2130
 TR2130.The orthometric height was scaled from a topographic map.
 TR2130
 TR2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2130
 TR2130.The geoid height was determined by GEOID03.
 TR2130
 TR2130;                    North         East     Units Scale Factor Converg.
 TR2130;SPC WA N     -   183,143.767   349,316.441   MT  0.99998208   -1 31 19.7
 TR2130;SPC WA N     -   600,864.18  1,146,049.02   sFT  0.99998208   -1 31 19.7
 TR2130;UTM  10      - 5,386,242.839   509,004.858   MT  0.99960100   +0 05 30.2
 TR2130
 TR2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2130!SPC WA N     -   1.00000304  x   0.99998208  =   0.99998512
 TR2130!UTM  10      -   1.00000304  x   0.99960100  =   0.99960404
 TR2130
 TR2130:                Primary Azimuth Mark                     Grid Az
 TR2130:SPC WA N     -  CASCADE RESET                            011 36 57.6
 TR2130:UTM  10      -  CASCADE RESET                            010 00 07.7
 TR2130
 TR2130|---------------------------------------------------------------------|
 TR2130| PID    Reference Object                     Distance      Geod. Az  |
 TR2130|                                                           dddmmss.s |
 TR2130| TR2022 CASCADE RESET                       APPROX. 1.7 KM 0100537.9 |
 TR2130|---------------------------------------------------------------------|
 TR2130
 TR2130                          SUPERSEDED SURVEY CONTROL
 TR2130
 TR2130  NAD 83(1986)-  48 37 45.07673(N)    122 52 40.04761(W) AD(       ) 3
 TR2130  NAD 27      -  48 37 45.70700(N)    122 52 35.40700(W) AD(       ) 3
 TR2130
 TR2130.Superseded values are not recommended for survey control.
 TR2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2130.See file dsdata.txt to determine how the superseded data were derived.
 TR2130
 TR2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0900586243(NAD 83)
 TR2130
 TR2130  HISTORY     - Date     Condition        Report By
 TR2130  HISTORY     - 1889     MONUMENTED       CGS
 TR2130  HISTORY     - 1936     SEE DESCRIPTION  NPS
 TR2130  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2130  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2130  HISTORY     - 1987     GOOD             USPSQD
 TR2130
 TR2130                          STATION DESCRIPTION
 TR2130
 TR2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (JJG)
 TR2130'STATION IS ON THE SMALL ROCK ISLET ON THE W SIDE OF EAST SOUND,
 TR2130'THE FIRST ISLET S OF THE NARROW PART OF THE SOUND.  IT IS ABOUT
 TR2130'100 METERS OFFSHORE, WITH DEEP WATER ALL AROUND.  A PILE OF ROCKS
 TR2130'FORMING A BLIND FOR SHOOTING SUGGESTS THE NAME.
 TR2130'
 TR2130'STATION TWIN ROCK SHOWS CLEAR OF POINT BEYOND IT.  THIS IS A
 TR2130'LOW ROCK, 20 BY 16 METERS IN EXTENT, AND 8 FEET ABOVE TIDES.  IT
 TR2130'IS NEARLY LEVEL ON TOP.  STATION IS NEAR THE W SIDE OF THE ROCK,
 TR2130'ON LEVEL SPACE.  HIGHEST PART OF ROCK (2 FEET HIGHER) IS 8 PACES
 TR2130'W OF STATION.  IT IS 11 FEET TO EDGE OF CLIFF IN LINE TO CASCADE
 TR2130'MILL.
 TR2130'
 TR2130'STATION IS MARKED BY 1/2-INCH HOLE, 2 INCHES DEEP IN SOLID ROCK.
 TR2130
 TR2130                          STATION RECOVERY (1936)
 TR2130
 TR2130'RECOVERY NOTE BY NATIONAL PARK SERVICE 1936
 TR2130'ORIGINAL HOLE DRILLED IN SOLID ROCK WAS RECOVERED WITHOUT
 TR2130'DIFFICULTY.  WAS CLEANED OUT AND SLIGHTLY ENLARGED, AND A
 TR2130'STANDARD BRONZE DISK STAMPED BLIND 1936 CEMENTED IN.
 TR2130'
 TR2130'STATION LIES OFF THE W SHORE OF EAST SOUND, ABOUT 3 MILES N OF
 TR2130'SOUND ENTRANCE AND ALMOST DUE W OF ENTRANCE MOUNTAIN.  IT IS ON A
 TR2130'LOW BARREN ROCK, ABOUT 40 BY 60 FEET, LYING SOME 350 FEET
 TR2130'OFFSHORE.  TOP OF ROCK IS ROUGHLY FLAT, ABOUT 8 FEET ABOVE HIGH
 TR2130'TIDE.  STATION IS NEAR W SIDE OF ROCK, AND IS 24 FEET E OF
 TR2130'HIGHEST POINT ON ROCK.  IT IS 11 FEET FROM PERPENDICULAR ROCK
 TR2130'SIDE ON LINE TO DOCK AT ROSARIO (SITE OF OLD CASCADE MILL).
 TR2130'REFERENCE MARK IS 18 FEET FROM STATION MARK, ON LINE PRODUCED
 TR2130'THROUGH NW FROM STATION RANGE, AND IS STANDARD DISK STAMPED
 TR2130'BLIND-1936, CEMENTED INTO SOLID ROCK.  STATION MUST BE
 TR2130'REACHED BY BOAT.  CLOSEST LAND APPROACH IS BY
 TR2130'DOLPHIN BAY ROAD TO CHARLIE ANDERSONS FARM, AND THEN DOWN OLD
 TR2130'LOGGING ROAD TO BEACH.  STATION IS ABOUT 300 YARDS N OF THIS
 TR2130'POINT.
 TR2130
 TR2130                          STATION RECOVERY (1940)
 TR2130
 TR2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2130'ON A SMALL ROCK ISLAND ALONG THE W SHORE OF EAST SOUND ABOUT 2 MILES
 TR2130'N OF DIAMOND POINT ON ORCAS ISLAND, STATION IS A STANDARD DISK
 TR2130'STAMPED BLIND, 1889-1940 (MARK PREVIOUSLY STAMPED 1936) CEMENTED
 TR2130'IN A DRILL HOLE IN THE FLAT SURFACE OF THE ROCK.  STATION IS
 TR2130'APPROXIMATELY 6 FEET ABOVE MEAN-HIGH WATER.  THE MEAN HIGH-WATER
 TR2130'LINE IS LOCATED THE FOLLOWING DISTANCES AND DIRECTIONS
 TR2130'(APPROXIMATELY TRUE) FROM THE STATION--NORTH IS 3.7 METERS.
 TR2130'115 DEG TO POINT IS 11.5 METERS (LOW-WATER LINE IS 13.2 METERS).  S
 TR2130'IS 10.7 METERS.  245 DEG TO POINT IS 15.0 METERS (LOW-WATER
 TR2130'LINE IS 20.2 METERS).
 TR2130'
 TR2130'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED BLIND, 1889-1940
 TR2130'NO.1 (PREVIOUSLY STAMPED 1936) SET IN CONCRETE IN A DRILL HOLE
 TR2130'IN THE FLAT ROCK SURFACE 3.318 METERS W OF THE STATION.
 TR2130'
 TR2130'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED BLIND, 1889-1940,
 TR2130'NO.2 SET IN CONCRETE IN A DRILL HOLE IN THE FLAT ROCK SURFACE
 TR2130'NEAR THE CENTER OF THE ISLAND.  IT IS 5.069 METERS SW OF THE
 TR2130'STATION.
 TR2130
 TR2130                          STATION RECOVERY (1973)
 TR2130
 TR2130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2130'STATION FOUND AS DESCRIBED, NEW ELEV ESTABLISHED.
 TR2130
 TR2130                          STATION RECOVERY (1987)
 TR2130
 TR2130'RECOVERY NOTE BY US POWER SQUADRON 1987 (SG)
 TR2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2137 ***********************************************************************
 SA2137  DESIGNATION -  BLISS
 SA2137  PID         -  SA2137
 SA2137  STATE/COUNTY-  WA/FRANKLIN
 SA2137  USGS QUAD   -  MESA EAST (1970)
 SA2137
 SA2137                         *CURRENT SURVEY CONTROL
 SA2137  ___________________________________________________________________
 SA2137* NAD 83(1991)-  46 30 10.11606(N)    118 55 19.85341(W)     ADJUSTED  
 SA2137* NAVD 88     -       332.29   (+/-2cm)    1090.2    (feet)  VERTCON   
 SA2137  ___________________________________________________________________
 SA2137  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 SA2137  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 SA2137
 SA2137  HORZ ORDER  -  SECOND
 SA2137  VERT ORDER  -  THIRD ? (See Below)
 SA2137
 SA2137.The horizontal coordinates were established by classical geodetic methods
 SA2137.and adjusted by the National Geodetic Survey in December 1991..
 SA2137
 SA2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2137.The vertical order pertains to the NGVD 29 superseded value.
 SA2137
 SA2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2137
 SA2137.The geoid height was determined by GEOID03.
 SA2137
 SA2137;                    North         East     Units Scale Factor Converg.
 SA2137;SPC WA S     -   131,198.053   621,092.905   MT  0.99991562   +1 08 46.0
 SA2137;SPC WA S     -   430,438.95  2,037,702.31   sFT  0.99991562   +1 08 46.0
 SA2137;UTM  11      - 5,151,710.532   352,516.396   MT  0.99986737   -1 23 40.6
 SA2137
 SA2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2137!SPC WA S     -   0.99995129  x   0.99991562  =   0.99986692
 SA2137!UTM  11      -   0.99995129  x   0.99986737  =   0.99981867
 SA2137
 SA2137|---------------------------------------------------------------------|
 SA2137| PID    Reference Object                     Distance      Geod. Az  |
 SA2137|                                                           dddmmss.s |
 SA2137| CF4531 BLISS RM 1                            9.808 METERS 02403     |
 SA2137| CF4530 BLISS AZ MK                                        2122620.3 |
 SA2137| CF4532 BLISS RM 2                           16.294 METERS 27132     |
 SA2137|---------------------------------------------------------------------|
 SA2137
 SA2137                          SUPERSEDED SURVEY CONTROL
 SA2137
 SA2137  NAD 83(1991)-  46 30 10.12805(N)    118 55 19.81414(W) AD(       ) 2
 SA2137  NAD 83(1986)-  46 30 10.12483(N)    118 55 19.84352(W) AD(       ) 2
 SA2137  NAD 27      -  46 30 10.62600(N)    118 55 15.83400(W) AD(       ) 2
 SA2137  NGVD 29 (07/19/86)  331.24   (m)         1086.7    (f) LEVELING    3  
 SA2137
 SA2137.Superseded values are not recommended for survey control.
 SA2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2137.See file dsdata.txt to determine how the superseded data were derived.
 SA2137
 SA2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM5251651711(NAD 83)
 SA2137_MARKER: DS = TRIANGULATION STATION DISK
 SA2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2137
 SA2137  HISTORY     - Date     Condition        Report By
 SA2137  HISTORY     - 1947     MONUMENTED       CGS
 SA2137  HISTORY     - 1974     GOOD             USGS
 SA2137
 SA2137                          STATION DESCRIPTION
 SA2137
 SA2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SA2137'THE STATION IS LOCATED ABOUT 10 MILES SOUTH SOUTHWEST OF CONNELL,
 SA2137'ABOUT 5.0 MILES NORTHEAST OF ELTOPIA, ABOUT 0.2 MILE EAST OF A
 SA2137'FARM HOUSE, 45 FEET NORTHWEST OF A CROSSROADS INTERSECTION, 44
 SA2137'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY NUMBER 395, 8.4 FEET
 SA2137'NORTHEAST OF A FENCE CORNER, 7 FEET EAST OF A POWER POLE AND 5.3
 SA2137'FEET EAST OF A WIRE FENCE.
 SA2137'
 SA2137'TO REACH FROM ELTOPIA, GO NORTH ON U.S. HIGHWAY NUMBER 395,
 SA2137'TOWARD SPOKANE, FOR 5.5 MILES TO A CROSSROADS INTERSECTION AND
 SA2137'THE STATION ON THE LEFT HAND SIDE OF THE ROAD.
 SA2137'
 SA2137'THE STATION IS A STANDARD DISK, STAMPED BLISS 1947, SET IN THE TOP
 SA2137'OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 SA2137'
 SA2137'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BLISS NO 1
 SA2137'1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 SA2137'ABOUT 3 INCHES.  REFERENCE MARK NUMBER 1 IS ABOUT 1 FOOT LOWER
 SA2137'THAN THE STATION AND IS LOCATED 50 FEET WEST OF THE CENTERLINE
 SA2137'OF U.S. HIGHWAY NUMBER 395, 38 FEET NORTH OF A FENCE CORNER AND
 SA2137'1 FOOT EAST OF A WIRE FENCE.
 SA2137'
 SA2137'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BLISS NO 2
 SA2137'1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 SA2137'ABOUT 3 INCHES AND IS ABOUT 6 INCHES HIGHER THAN THE STATION.  IT
 SA2137'IS LOCATED 46 FEET WEST OF A FENCE CORNER, 14 FEET NORTH OF THE
 SA2137'CENTER OF A DIRT ROAD AND 3 FEET NORTH OF A WIRE FENCE.
 SA2137'
 SA2137'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLISS 1947, SET IN
 SA2137'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  IT
 SA2137'IS LOCATED 0.5 MILE SOUTHWEST OF THE STATION, 46.5 FEET WEST OF THE
 SA2137'CENTERLINE OF U.S. HIGHWAY NUMBER 395 AND 4.2 FEET EAST OF A WIRE
 SA2137'FENCE.
 SA2137'
 SA2137'SUBSTITUTE STATION IS THE CENTER OF THE CROSSROADS
 SA2137'INTERSECTION.  IT IS 0.12 METER LOWER THAN THE STATION.
 SA2137
 SA2137                          STATION RECOVERY (1974)
 SA2137
 SA2137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (TLT)
 SA2137'STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK NUMBER 2
 SA2137'WAS FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3749 ***********************************************************************
 DH3749  DESIGNATION -  BLOEDEL
 DH3749  PID         -  DH3749
 DH3749  STATE/COUNTY-  WA/WHATCOM
 DH3749  USGS QUAD   -  BELLINGHAM NORTH (1994)
 DH3749
 DH3749                         *CURRENT SURVEY CONTROL
 DH3749  ___________________________________________________________________
 DH3749* NAD 83(1998)-  48 45 33.11594(N)    122 25 13.10610(W)     ADJUSTED  
 DH3749* NAVD 88     -        99.3    (meters)     326.     (feet)  GPS OBS   
 DH3749  ___________________________________________________________________
 DH3749  X           -  -2,258,516.413 (meters)                     COMP
 DH3749  Y           -  -3,556,065.896 (meters)                     COMP
 DH3749  Z           -   4,773,006.426 (meters)                     COMP
 DH3749  LAPLACE CORR-           9.43  (seconds)                    DEFLEC99
 DH3749  ELLIP HEIGHT-          77.95  (meters)          (06/08/05) GPS OBS
 DH3749  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 DH3749
 DH3749  HORZ ORDER  -  FIRST
 DH3749  ELLP ORDER  -  THIRD     CLASS I
 DH3749
 DH3749.The horizontal coordinates were established by GPS observations
 DH3749.and adjusted by the W + H PACIFIC, INCORPORATED in June 2005..
 DH3749.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DH3749.DATUM ITEM on the data sheet items page.
 DH3749
 DH3749.The orthometric height was determined by GPS observations and a
 DH3749.high-resolution geoid model.
 DH3749
 DH3749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3749
 DH3749.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3749
 DH3749.The ellipsoidal height was determined by GPS observations
 DH3749.and is referenced to NAD 83.
 DH3749
 DH3749.The geoid height was determined by GEOID03.
 DH3749
 DH3749;                    North         East     Units Scale Factor Converg.
 DH3749;SPC WA N     -   196,802.805   383,327.204   MT  1.00000497   -1 10 53.5
 DH3749;SPC WA N     -   645,677.20  1,257,632.67   sFT  1.00000497   -1 10 53.5
 DH3749;UTM  10      - 5,400,849.690   542,604.120   MT  0.99962230   +0 26 09.3
 DH3749
 DH3749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3749!SPC WA N     -   0.99998778  x   1.00000497  =   0.99999275
 DH3749!UTM  10      -   0.99998778  x   0.99962230  =   0.99961009
 DH3749
 DH3749                          SUPERSEDED SURVEY CONTROL
 DH3749
 DH3749.No superseded survey control is available for this station.
 DH3749
 DH3749_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV4260400850(NAD 83)
 DH3749_MARKER: DD = SURVEY DISK
 DH3749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3749_STAMPING: BLOEDEL
 DH3749_PROJECTION: RECESSED 15 CENTIMETERS
 DH3749_MAGNETIC: I = MARKER IS A STEEL ROD
 DH3749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3749+STABILITY: SURFACE MOTION
 DH3749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH3749+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 DH3749
 DH3749  HISTORY     - Date     Condition        Report By
 DH3749  HISTORY     - 20040622 MONUMENTED       PACSEI
 DH3749  HISTORY     - 20060322 GOOD             USPSQD
 DH3749
 DH3749                          STATION DESCRIPTION
 DH3749
 DH3749'DESCRIBED BY PACIFIC SURVEY AND ENGINEERS, 2004 (PKB)
 DH3749'THE STATION IS LOCATED IN THE BELLINGHAM, WASHINGTON, 9.3 KM SOUTHEAST
 DH3749'OF BELLINGHAM INTERNATIONAL AIRPORT, 3.1 KM EASTERLY OF INTERSTATE 5
 DH3749'AT EXIT 254, MONUMENT LOCATED AT THE WEST SIDE OF BLOEDEL DONOVAN
 DH3749'PARK. OWNERSHIP-WHATCOM COUNTY PARKS AND RECREATION. TO REACH FROM THE
 DH3749'NORTH ON INTERSTATE 5 EXIT 254, GO RIGHT ON IOWA ST 1.1 KM, GO LEFT ON
 DH3749'WOBURN ST 0.6 KM, TO RIGHT ON ALABAMA ST, 1.8 KM, GO RIGHT ON DANKIN
 DH3749'ST 0.15KM TO A ROAD NAME CHANGE, GO ON ELECTRIC AVE 0.15 KM TO
 DH3749'BLOEDEL-DONOVAN PARK. MONUMENT IS ON THE LEFT IN A GRASSY PLAY FIELD.
 DH3749'THE STATION IS SET IN A 8.2 CM DIAMETER CITY OF BELLINGHAM BRASS DISC
 DH3749'IN CONCRETE ON STAINLESS STEEL ROD IN CONCRETE INSIDE OF 18.8 CM
 DH3749'DIAMETER CASE. DISC IS FLUSH WITH CONCRETE, 8 CM BELOW TOP OF CASE,
 DH3749'CASE IS FLUSH IN CONCRETE 15 CM BELOW GRASSY GROUND. MONUMENT IS 103
 DH3749'METERS WESTERLY FROM THE 7 ON THE FACE OF THE OLD LOCOMOTIVE AT THE
 DH3749'EASTERLY SIDE OF THE PLAY FIELD. 60 METERS SOUTHERLY OF THE TRAIL
 DH3749'PLAQUE AT THE NORTHWEST END OF THE PLAY FIELD AND TRAIL HEAD, 18
 DH3749'METERS EASTERLY OF A 1 METER DIAMETER BOULDER, 15 METERS FROM A GRAVEL
 DH3749'TRAIL.
 DH3749
 DH3749                          STATION RECOVERY (2006)
 DH3749
 DH3749'RECOVERY NOTE BY US POWER SQUADRON 2006 (DJM)
 DH3749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2041 ***********************************************************************
 SA2041  DESIGNATION -  BLOW A
 SA2041  PID         -  SA2041
 SA2041  STATE/COUNTY-  WA/WALLA WALLA
 SA2041  USGS QUAD   -  HUMORIST (1992)
 SA2041
 SA2041                         *CURRENT SURVEY CONTROL
 SA2041  ___________________________________________________________________
 SA2041* NAD 83(1991)-  46 14 49.04008(N)    118 52 46.24743(W)     ADJUSTED  
 SA2041* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 SA2041  ___________________________________________________________________
 SA2041  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 SA2041  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SA2041
 SA2041  HORZ ORDER  -  SECOND
 SA2041
 SA2041.The horizontal coordinates were established by classical geodetic methods
 SA2041.and adjusted by the National Geodetic Survey in December 1991..
 SA2041
 SA2041.The orthometric height was scaled from a topographic map.
 SA2041
 SA2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2041
 SA2041.The geoid height was determined by GEOID03.
 SA2041
 SA2041;                    North         East     Units Scale Factor Converg.
 SA2041;SPC WA S     -   102,832.229   624,951.327   MT  0.99993192   +1 10 37.6
 SA2041;SPC WA S     -   337,375.40  2,050,361.15   sFT  0.99993192   +1 10 37.6
 SA2041;UTM  11      - 5,123,203.375   355,114.866   MT  0.99985805   -1 21 28.3
 SA2041
 SA2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2041!SPC WA S     -   0.99998177  x   0.99993192  =   0.99991369
 SA2041!UTM  11      -   0.99998177  x   0.99985805  =   0.99983982
 SA2041
 SA2041:                Primary Azimuth Mark                     Grid Az
 SA2041:SPC WA S     -  GAL                                      005 43 40.4
 SA2041:UTM  11      -  GAL                                      008 15 46.3
 SA2041
 SA2041|---------------------------------------------------------------------|
 SA2041| PID    Reference Object                     Distance      Geod. Az  |
 SA2041|                                                           dddmmss.s |
 SA2041| SA2090 GAL                                 APPROX. 0.6 KM 0065418.0 |
 SA2041| SA1993 HARBOR                              APPROX. 0.8 KM 0805531.5 |
 SA2041|---------------------------------------------------------------------|
 SA2041
 SA2041                          SUPERSEDED SURVEY CONTROL
 SA2041
 SA2041  NAD 83(1991)-  46 14 49.04041(N)    118 52 46.24709(W) AD(       ) 2
 SA2041  NAD 83(1986)-  46 14 49.04755(N)    118 52 46.23891(W) AD(       ) 2
 SA2041  NAD 27      -  46 14 49.55800(N)    118 52 42.23700(W) AD(       ) 2
 SA2041
 SA2041.Superseded values are not recommended for survey control.
 SA2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2041.See file dsdata.txt to determine how the superseded data were derived.
 SA2041
 SA2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM5511523203(NAD 83)
 SA2041_STAMPING: BLOW-A 1949
 SA2041_MARK LOGO: USE   
 SA2041
 SA2041  HISTORY     - Date     Condition        Report By
 SA2041  HISTORY     - 1949     MONUMENTED       USE
 SA2041  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SA2041
 SA2041                          STATION DESCRIPTION
 SA2041
 SA2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SA2041'RECOVERED IN GOOD CONDITION ABOUT 10 MILES EAST OF PASCO, ABOUT
 SA2041'1200 FEET SOUTH OF THE SNAKE RIVER, ABOUT 1200 FEET SOUTHEAST OF
 SA2041'ICE HARBOR DAM ON THE CREST OF A ROCK OUTCROP ABOUT 600 FEET EAST OF
 SA2041'A ROAD, ABOUT 90 FEET SOUTH OF THE EDGE OF A BLUFF.
 SA2041'
 SA2041'TO REACH FROM THE POST OFFICE IN PASCO (THIRD AVENUE AND LEWIS
 SA2041'STREET), GO EAST ON LEWIS STREET (U.S. HIGHWAY 395/410) FOR 4.5
 SA2041'MILES, TURN LEFT ON WASHINGTON STATE HIGHWAY 3D, GO 5.4 MILES, TURN
 SA2041'LEFT ON ROAD TO ICE HARBOR DAM, GO 2.4 MILES TO A ROAD FORK, TURN
 SA2041'RIGHT (UPHILL) GO 0.05 MILE TO ROAD FORK, TAKE LEFT FORK, GO 0.05
 SA2041'MILE TO A CROSSROADS, CONTINUE AHEAD (EAST) FOR 0.3 MILE TO A ROAD
 SA2041'FORK, CONTINUE EAST ACROSS COUNTRY FOR 0.1 MILE AND STATION.
 SA2041'
 SA2041'THE STATION IS A CORPS OF ENGINEERS DISK STAMPED BLOW-A-1949
 SA2041'CEMENTED IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1541 ***********************************************************************
 SW1541  DESIGNATION -  BLOWED
 SW1541  PID         -  SW1541
 SW1541  STATE/COUNTY-  WA/GRANT
 SW1541  USGS QUAD   -  WINCHESTER SW (1978)
 SW1541
 SW1541                         *CURRENT SURVEY CONTROL
 SW1541  ___________________________________________________________________
 SW1541* NAD 83(1991)-  47 04 38.72639(N)    119 39 32.67245(W)     ADJUSTED  
 SW1541* NAVD 88     -       359.6    (meters)    1180.     (feet)  VERTCON   
 SW1541  ___________________________________________________________________
 SW1541  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 SW1541  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SW1541
 SW1541  HORZ ORDER  -  SECOND
 SW1541
 SW1541.The horizontal coordinates were established by classical geodetic methods
 SW1541.and adjusted by the National Geodetic Survey in December 1991..
 SW1541
 SW1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1541
 SW1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1541
 SW1541.The geoid height was determined by GEOID03.
 SW1541
 SW1541;                    North         East     Units Scale Factor Converg.
 SW1541;SPC WA S     -   194,200.474   563,860.583   MT  0.99995151   +0 36 39.0
 SW1541;SPC WA S     -   637,139.39  1,849,932.60   sFT  0.99995151   +0 36 39.0
 SW1541;UTM  11      - 5,217,199.281   298,139.626   MT  1.00010082   -1 56 52.2
 SW1541
 SW1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1541!SPC WA S     -   0.99994689  x   0.99995151  =   0.99989840
 SW1541!UTM  11      -   0.99994689  x   1.00010082  =   1.00004770
 SW1541
 SW1541|---------------------------------------------------------------------|
 SW1541| PID    Reference Object                     Distance      Geod. Az  |
 SW1541|                                                           dddmmss.s |
 SW1541| CF1950 BLOWED RM 1                           8.095 METERS 01230     |
 SW1541| CF1951 BLOWED RM 2                           7.434 METERS 09503     |
 SW1541| SW1549 BLOWED 2 1977                       APPROX. 1.4 KM 3401306.2 |
 SW1541|---------------------------------------------------------------------|
 SW1541
 SW1541                          SUPERSEDED SURVEY CONTROL
 SW1541
 SW1541  NAD 83(1986)-  47 04 38.73516(N)    119 39 32.66094(W) AD(       ) 2
 SW1541  NAD 27      -  47 04 39.24170(N)    119 39 28.51820(W) AD(       ) 2
 SW1541  NGVD 29 (07/19/86)  358.5    (m)         1176.     (f) VERT ANG       
 SW1541
 SW1541.Superseded values are not recommended for survey control.
 SW1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1541.See file dsdata.txt to determine how the superseded data were derived.
 SW1541
 SW1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9814017199(NAD 83)
 SW1541_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1541
 SW1541  HISTORY     - Date     Condition        Report By
 SW1541  HISTORY     - 1958     MONUMENTED       CGS
 SW1541  HISTORY     - 1977     SEE DESCRIPTION  NGS
 SW1541
 SW1541                          STATION DESCRIPTION
 SW1541
 SW1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SW1541'THE STATION IS LOCATED ON A SMALL SANDY HILL, ABOUT 18 MILES
 SW1541'WEST-SOUTHWEST OF MOSES LAKE, 10 MILES SOUTH AND 8 MILES EAST OF
 SW1541'QUINCY AND 1.9 MILES SOUTH OF U.S. HIGHWAY 10.  THERE IS A LARGE
 SW1541'SAND DUNE 0.1 MILE WEST OF THE STATION HILL.
 SW1541'
 SW1541'TO REACH THE STATION FROM THE JUNCTION OF DIVISION AND BROADWAY
 SW1541'STREETS IN MOSES LAKE, DRIVE WEST ON BROADWAY STREET FOR 3.0 MILES
 SW1541'TO THE BRIDGE OVER MOSES LAKE.  CONTINUE WEST ON U.S. HIGHWAY 10
 SW1541'FOR 10.8 MILES TO A CROSS ROAD AND POWER LINE WHICH PASS OVER THE
 SW1541'HIGHWAY.  CONTINUE WEST ON THE HIGHWAY FOR 5.0 MILES TO A WIRE
 SW1541'GATE AND TRACK ROAD ON THE LEFT.  TURN LEFT AND DRIVE SOUTH ON
 SW1541'THE SANDY TRACK ROAD FOR 1.9 MILES TO A LARGE SAND DUNE ON THE
 SW1541'LEFT.  TURN LEFT, PASSING ON THE NORTH SIDE OF THE SAND
 SW1541'DUNE, AND DRIVE EAST FOR 0.2 MILE TO THE TOP OF A LOW HILL AND
 SW1541'THE STATION.
 SW1541'
 SW1541'THE STATION MARK IS A STANDARD DISK, STAMPED BLOWED 1958, SET IN
 SW1541'THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS
 SW1541'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 5 FEET WEST
 SW1541'OF A WHITE WITNESS POST.
 SW1541'
 SW1541'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLOWED NO 1 1958, SET
 SW1541'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS
 SW1541'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 27 FEET
 SW1541'NORTH OF THE WHITE WITNESS POST AND ABOUT 2 FEET LOWER IN
 SW1541'ELEVATION THAN THE STATION MARK.
 SW1541'
 SW1541'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLOWED NO 2 1958,
 SW1541'SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 SW1541'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 SW1541'29 FEET EAST OF THE WHITE WITNESS POST AND ABOUT 12 INCHES LOWER
 SW1541'IN ELEVATION THAN THE STATION MARK.
 SW1541
 SW1541                          STATION RECOVERY (1977)
 SW1541
 SW1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SW1541'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 SW1541'GOOD CONDITION, BUT THE LAND IS TO BE LEVELED FOR IRRIGATION, WHICH
 SW1541'WILL LOWER THE STATION KNOLL SEVERAL FEET AND DESTROY ALL THE
 SW1541'MARKS.  IN ORDER TO KEEP THE STATION OFF OF CULTIVATED LAND AND
 SW1541'STILL MAINTAIN VISIBILITY, A NEW STATION, BLOWED 2, WAS
 SW1541'ESTABLISHED ABOUT 0.9 MILE NORTH OF THE ORIGINAL STATION.  THE
 SW1541'DISKS FOR THE ORIGINAL STATION WERE REMOVED FROM THE CONCRETE
 SW1541'POSTS.
 SW1541'
 SW1541'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SW1541'10 MILES EAST OF GEORGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1549 ***********************************************************************
 SW1549  DESIGNATION -  BLOWED 2 1977
 SW1549  PID         -  SW1549
 SW1549  STATE/COUNTY-  WA/GRANT
 SW1549  USGS QUAD   -  WINCHESTER SW (1978)
 SW1549
 SW1549                         *CURRENT SURVEY CONTROL
 SW1549  ___________________________________________________________________
 SW1549* NAD 83(1991)-  47 05 21.64625(N)    119 39 55.27436(W)     ADJUSTED  
 SW1549* NAVD 88     -       364.0    (meters)    1194.     (feet)  VERTCON   
 SW1549  ___________________________________________________________________
 SW1549  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 SW1549  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 SW1549
 SW1549  HORZ ORDER  -  THIRD
 SW1549
 SW1549.The horizontal coordinates were established by classical geodetic methods
 SW1549.and adjusted by the National Geodetic Survey in December 1991..
 SW1549.No horizontal observational check was made to the station.
 SW1549
 SW1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1549
 SW1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1549
 SW1549.The geoid height was determined by GEOID03.
 SW1549
 SW1549;                    North         East     Units Scale Factor Converg.
 SW1549;SPC WA S     -   195,520.691   563,369.796   MT  0.99995332   +0 36 22.6
 SW1549;SPC WA S     -   641,470.80  1,848,322.41   sFT  0.99995332   +0 36 22.6
 SW1549;UTM  11      - 5,218,540.294   297,708.207   MT  1.00010297   -1 57 10.1
 SW1549
 SW1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1549!SPC WA S     -   0.99994620  x   0.99995332  =   0.99989952
 SW1549!UTM  11      -   0.99994620  x   1.00010297  =   1.00004916
 SW1549
 SW1549|---------------------------------------------------------------------|
 SW1549| PID    Reference Object                     Distance      Geod. Az  |
 SW1549|                                                           dddmmss.s |
 SW1549| SW1548 BLOWED 2 RM 3                         3.372 METERS 13037     |
 SW1549| SW1544 DESERTED 2                          APPROX. 2.7 KM 2310502.3 |
 SW1549| CF1952 BLOWED 2 RM 4                         4.366 METERS 26630     |
 SW1549|---------------------------------------------------------------------|
 SW1549
 SW1549                          SUPERSEDED SURVEY CONTROL
 SW1549
 SW1549  NAD 83(1986)-  47 05 21.65501(N)    119 39 55.26284(W) AD(       ) 3
 SW1549  NAD 27      -  47 05 22.16143(N)    119 39 51.11602(W) AD(       ) 3
 SW1549  NGVD 29 (07/19/86)  362.9    (m)         1191.     (f) VERT ANG       
 SW1549
 SW1549.Superseded values are not recommended for survey control.
 SW1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1549.See file dsdata.txt to determine how the superseded data were derived.
 SW1549
 SW1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9770818540(NAD 83)
 SW1549_MARKER: DS = TRIANGULATION STATION DISK
 SW1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1549+STABILITY: SURFACE MOTION
 SW1549
 SW1549  HISTORY     - Date     Condition        Report By
 SW1549  HISTORY     - 1977     MONUMENTED       NGS
 SW1549
 SW1549                          STATION DESCRIPTION
 SW1549
 SW1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SW1549'THIS STATION WAS ESTABLISHED TO REPLACE BLOWED 1958 WHICH WILL BE
 SW1549'DESTROYED BY LAND LEVELING OPERATIONS.
 SW1549'
 SW1549'THE STATION IS ABOUT 10 MILES EAST OF GEORGE, 1.0 MILE SOUTH OF
 SW1549'INTERSTATE HIGHWAY 90, 0.9 MILE EAST OF COUNTY ROAD I-NW AND NEAR
 SW1549'THE NORTHWEST CORNER OF SECTION 3, T 18 N, R 25 E..
 SW1549'
 SW1549'TO REACH FROM THE ADAMS ROAD INTERCHANGE (EXIT 154 ON I-90) WHICH IS
 SW1549'ABOUT 5 MILES EAST OF GEORGE, FOLLOW THE FRONTAGE ROAD EAST ALONG
 SW1549'THE SOUTH SIDE OF THE FREEWAY FOR 4.0 MILES TO COUNTY ROAD I-NW,
 SW1549'CONTINUE EAST ON THE FRONTAGE ROAD FOR 1.0 MILE TO A ROAD SOUTH
 SW1549'ALONG A POWER LINE, TURN RIGHT AND GO SOUTH 0.95 MILE TO A Y,
 SW1549'KEEP RIGHT 0.1 MILE TO A CROSSROAD AT THE NORTHEAST CORNER OF
 SW1549'SECTION 3, KEEP RIGHT ALONG THE NORTH EDGE OF SECTION 3 FOR 0.1
 SW1549'MILE TO THE STATION ON THE LEFT.
 SW1549'
 SW1549'THE STATION MARK, STAMPED BLOWED 2 1977, IS A STANDARD DISK SET
 SW1549'IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS ON THE
 SW1549'SANDY RIDGE BETWEEN TWO CULTIVATED FIELDS, 8 FEET SOUTH OF THE
 SW1549'EDGE OF THE FIELD, 14.7 FEET EAST OF A POWER POLE, 2.3 FEET NORTH
 SW1549'OF THE LINE OF POLES AND 1 FOOT NORTH OF A METAL WITNESS POST.
 SW1549'
 SW1549'REFERENCE MARK NO. 3, STAMPED BLOWED 2 NO 3 1977, IS A STANDARD
 SW1549'DISK SET IN CONCRETE 0.8 FOOT BELOW GROUND.  (THIS MARK CONTAINS
 SW1549'AN IRON ROD).  IT IS ON THE NORTH EDGE OF THE CULTIVATED FIELD,
 SW1549'23.1 FEET EAST-SOUTHEAST OF A POWER POLE, 17 FEET SOUTH OF THE
 SW1549'EDGE OF THE NORTHERN CULTIVATED FIELD, AND 5.2 FEET SOUTH OF THE
 SW1549'LINE OF POLES.
 SW1549'
 SW1549'REFERENCE MARK NO. 4, STAMPED BLOWED 2 NO 4 1977, IS A STANDARD
 SW1549'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SW1549'1.5 FEET NORTH-NORTHEAST OF A POWER POLE AND ABOUT 1 FOOT LOWER
 SW1549'THAN THE STATION MARK.
 SW1549'
 SW1549'NEAREST TOWN--GEORGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1603 ***********************************************************************
 TR1603  DESIGNATION -  BLOWER RESET
 TR1603  PID         -  TR1603
 TR1603  STATE/COUNTY-  WA/ISLAND
 TR1603  USGS QUAD   -  COUPEVILLE (1973)
 TR1603
 TR1603                         *CURRENT SURVEY CONTROL
 TR1603  ___________________________________________________________________
 TR1603* NAD 83(1991)-  48 14 36.55131(N)    122 39 43.33678(W)     ADJUSTED  
 TR1603* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 TR1603  ___________________________________________________________________
 TR1603  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 TR1603  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 TR1603
 TR1603  HORZ ORDER  -  SECOND
 TR1603
 TR1603.The horizontal coordinates were established by classical geodetic methods
 TR1603.and adjusted by the National Geodetic Survey in December 1991..
 TR1603
 TR1603.The orthometric height was scaled from a topographic map.
 TR1603
 TR1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1603
 TR1603.The geoid height was determined by GEOID03.
 TR1603
 TR1603;                    North         East     Units Scale Factor Converg.
 TR1603;SPC WA N     -   139,867.967   364,195.958   MT  0.99994465   -1 21 41.4
 TR1603;SPC WA N     -   458,883.49  1,194,866.24   sFT  0.99994465   -1 21 41.4
 TR1603;UTM  10      - 5,343,418.515   525,091.573   MT  0.99960774   +0 15 07.6
 TR1603
 TR1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1603!SPC WA N     -   0.99999613  x   0.99994465  =   0.99994078
 TR1603!UTM  10      -   0.99999613  x   0.99960774  =   0.99960387
 TR1603
 TR1603|---------------------------------------------------------------------|
 TR1603| PID    Reference Object                     Distance      Geod. Az  |
 TR1603|                                                           dddmmss.s |
 TR1603| CF7606 BLOWER RM 1                           9.840 METERS 00038     |
 TR1603| TR1584 COUPEVILLE WATER TANK               APPROX. 3.6 KM 2081313.8 |
 TR1603| TR1585 COUPEVILLE COURTHOUSE CUP USE       APPROX. 3.2 KM 2093242.4 |
 TR1603| TR1583 COUPEVILLE ODD FELL E GAB USE       APPROX. 3.4 KM 2114259.1 |
 TR1603| TR1582 COUPEVILLE METH CH SPIRE USE        APPROX. 3.3 KM 2125439.9 |
 TR1603| CF8438 BLOWER ROCK                          15.758 METERS 23651     |
 TR1603| CF7607 BLOWER RM 2                          10.263 METERS 28030     |
 TR1603| CF8715 FIR TREE 2 AND HALF FT DIA           22.342 METERS 31051     |
 TR1603|---------------------------------------------------------------------|
 TR1603
 TR1603                          SUPERSEDED SURVEY CONTROL
 TR1603
 TR1603  NAD 83(1986)-  48 14 36.55345(N)    122 39 43.34185(W) AD(       ) 2
 TR1603  NAD 27      -  48 14 37.20600(N)    122 39 38.72300(W) AD(       ) 2
 TR1603
 TR1603.Superseded values are not recommended for survey control.
 TR1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1603.See file dsdata.txt to determine how the superseded data were derived.
 TR1603
 TR1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2509243419(NAD 83)
 TR1603_MARKER: DS = TRIANGULATION STATION DISK
 TR1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1603_STAMPING: BLOWER 1920
 TR1603_MARK LOGO: USE   
 TR1603_PROJECTION: FLUSH
 TR1603_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1603+STABILITY: SURFACE MOTION
 TR1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR1603+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1981
 TR1603
 TR1603  HISTORY     - Date     Condition        Report By
 TR1603  HISTORY     - 1920     MONUMENTED       USE
 TR1603  HISTORY     - 1944     SEE DESCRIPTION  CGS
 TR1603  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR1603  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1603  HISTORY     - 1972     SEE DESCRIPTION  WA-029
 TR1603  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR1603  HISTORY     - 1981     GOOD             USGS
 TR1603  HISTORY     - 19810330 GOOD             NGS
 TR1603
 TR1603                          STATION DESCRIPTION
 TR1603
 TR1603'DESCRIBED BY US ENGINEERS 1920
 TR1603'STATION IS SITUATED 1/2 MILE S OF BLOWERS BLUFF, PENN COVE,
 TR1603'WHIDBEY ISLAND, ON THE FARM OF MR. MUZZALL, IN CLEARED LAND 6 FEET
 TR1603'FROM EDGE OF BLUFF.  BRING THE FOOT OF BLUFFS AT SNAKELUM AND
 TR1603'WEEDINS POINT IN LINE AND THE STATION IS 55 FEET TO THE EASTWARD.
 TR1603'
 TR1603'A GROWTH OF 4 LARGE FIR TREES BEHIND THE STATION, 2
 TR1603'BLAZED.  STATION IS MARKED WITH A STANDARD CONCRETE MONUMENT AND
 TR1603'SIGNAL.  ELEVATION 153.30 FEET ABOVE MEAN LOW WATER (UNCHECKED
 TR1603'LEVELS).
 TR1603
 TR1603                          STATION RECOVERY (1944)
 TR1603
 TR1603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (CP)
 TR1603'STATION RECOVERED AS DESCRIBED EXCEPT AS STATED BELOW--
 TR1603'
 TR1603'STATION IS OUTSIDE THE WIRE FENCE SURROUNDING A TURKEY PEN ON THE
 TR1603'FARM OF MR. MUZZALL.  ONE BLAZED TREE WAS RECOVERED DIRECTLY IN
 TR1603'BACK OF STATION.
 TR1603'
 TR1603'WHEN THIS STATION WAS RECOVERED THE MONUMENT WAS PROJECTING ABOUT
 TR1603'HALF ITS LENGTH ABOVE THE SURFACE, DUE TO WIND ACTION IN THE LIGHT
 TR1603'SOIL.  IT WAS RESET BY THIS PARTY IN EXACTLY THE SAME PLACE BUT
 TR1603'ABOUT 1-1/2 FEET LOWER, ITS TOP NOW PROJECTING ONLY ABOUT 2 INCHES
 TR1603'ABOVE THE GROUND.  ITS ELEVATION NOW IS ABOUT 152 FEET ABOVE MEAN
 TR1603'LOWER LOW WATER.
 TR1603'
 TR1603'TWO BRONZE REFERENCE DISKS WERE SET IN CONCRETE MONUMENTS.  THEY
 TR1603'ARE STAMPED NO 1 BLOWER U.S.E. 1920 1944 AND NO 2 BLOWER U.S.E. 1920
 TR1603'1944 RESPECTIVELY.
 TR1603
 TR1603                          STATION RECOVERY (1954)
 TR1603
 TR1603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR1603'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 TR1603'TO BE IN VERY GOOD CONDITION.  A COMPLETE NEW DESCRIPTION OF THE
 TR1603'STATION IS AS FOLLOWS--
 TR1603'
 TR1603'STATION IS LOCATED ATOP A HIGH BLUFF ON THE NORTH SIDE OF PENN
 TR1603'COVE, WHIDBEY ISLAND.  IT IS ON THE FARM OF MR. LYLE B. MUZZALL,
 TR1603'0.5 MILE, AIRLINE, SOUTHWEST OF BLOWERS BLUFF, 1.0 MILE, AIRLINE,
 TR1603'NORTH NORTHEAST OF COUPEVILLE, 1.25 MILES, AIRLINE, EAST OF SAN
 TR1603'DE FUCA AND 2.0 MILES, AIRLINE, SOUTH SOUTHWEST OF OAK HARBOR.
 TR1603'
 TR1603'TO REACH FROM THE OAK HARBOR POST OFFICE, DRIVE WEST FOR 0.45
 TR1603'MILE TO JUNCTION WITH STATE HIGHWAY ID.  KEEP STRAIGHT AHEAD,
 TR1603'WEST, ON STATE HIGHWAY ID FOR 0.45 MILE TO A ROAD LEFT AND SIGN
 TR1603'READING, PENN COVE PARK.  TURN LEFT AND DRIVE SOUTH FOR 3.0 MILES
 TR1603'TO A FARM LANE LEFT AT THE MAIL BOX OF LYLE B. MUZZALL.  TURN
 TR1603'LEFT ONTO FARM LANE FOR 0.05 MILE TO FORKS.  KEEP RIGHT FORK,
 TR1603'PASS THROUGH GATE, AND CONTINUE 0.05 MILE TO ANOTHER GATE.
 TR1603'THE STATION IS 30 FEET SOUTHEAST OF GATE.
 TR1603'
 TR1603'THE STATION MARK IS A CROSS IN A SQUARE METAL PLUG, 1/4 INCH IN
 TR1603'DIAMETER, SET FLUSH IN THE TOP OF A CONCRETE POST WHICH IS 4 INCHES
 TR1603'SQUARE AND FLUSH WITH SURFACE OF THE GROUND.  THE LETTERS,
 TR1603'U.S.E.D. ARE CAST IN THE EAST EDGE OF THE TOP OF THE CONCRETE
 TR1603'POST.  THE MARK IS 8 FEET NORTH OF THE EDGE OF THE BLUFF AND 50.8
 TR1603'FEET SOUTH OF A FENCE LINE.
 TR1603'
 TR1603'REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 TR1603'POSTS WHICH ARE 5 INCHES SQUARE AND PROJECT 2 INCHES FROM THE
 TR1603'GROUND.
 TR1603'
 TR1603'REFERENCE MARK 1, STAMPED BLOWER U.S.E.D. NO 1 1920 1944, IS
 TR1603'ABOUT 7 FEET HIGHER IN ELEVATION THAN THE STATION AND 18 FEET
 TR1603'SOUTH OF A FENCE LINE.
 TR1603'
 TR1603'REFERENCE MARK 2, STAMPED BLOWER U.S.E.D. NO 2 1920 1944, IS
 TR1603'ABOUT THE SAME ELEVATION AS THE STATION AND 12.5 FEET SOUTH OF
 TR1603'THE GATE IN THE FENCE LINE.
 TR1603'
 TR1603'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 TR1603
 TR1603                          STATION RECOVERY (1960)
 TR1603
 TR1603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1603'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1603'CONDITION AS DESCRIBED BY R.A.G. IN 1954.  THE DISTANCES AND
 TR1603'DIRECTIONS TO THE REFERENCE MARKS WERE OBSERVED AND FOUND TO BE IN
 TR1603'AGREEMENT WITH THE 1954 OBSERVATIONS.
 TR1603
 TR1603                          STATION RECOVERY (1972)
 TR1603
 TR1603'RECOVERY NOTE BY ISLAND COUNTY WASHINGTON 1972
 TR1603'STATION MARK, RM 1 AND RM 2 RECOVERED IN GOOD CONDITION.  STATION
 TR1603'MARK IS SEVEN FEET FROM EDGE OF BLUFF.
 TR1603
 TR1603                          STATION RECOVERY (1973)
 TR1603
 TR1603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1603'NEW TO REACH FOLLOWS--
 TR1603'
 TR1603'0.2 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE IN OAK
 TR1603'HARBOR.  THENCE STRAIGHT AHEAD, WEST, ON STATE HWY. 20 FOR 0.45
 TR1603'MILE.  THENCE SOUTH 3.0 MILES ALONG THE SCENIC HEIGHTS ROAD.
 TR1603'
 TR1603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1603'3.5 MILES SOUTH OF OAK HARBOR.
 TR1603
 TR1603                          STATION RECOVERY (1981)
 TR1603
 TR1603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (RFK)
 TR1603'THE LETTERS USED ARE CAST INTO THE CONCRETE MONUMENT.
 TR1603'
 TR1603'THE STATION MARK (CONCRETE MONUMENT WITH BRASS PLUG) AND BOTH
 TR1603'REFERENCE MARKS (DISKS) ALL FOUND IN GOOD CONDITION.  (SEE ATTACHED
 TR1603'FOR ADDITIONAL NOTES).
 TR1603'
 TR1603'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 5 KM SSW OF OAK
 TR1603'HARBOR.
 TR1603
 TR1603                          STATION RECOVERY (1981)
 TR1603
 TR1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 TR1603'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1338 ***********************************************************************
 TR1338  DESIGNATION -  BLOWERS BLUFF KLOOTCHMAN ROCK
 TR1338  PID         -  TR1338
 TR1338  STATE/COUNTY-  WA/ISLAND
 TR1338  USGS QUAD   -  OAK HARBOR (1973)
 TR1338
 TR1338                         *CURRENT SURVEY CONTROL
 TR1338  ___________________________________________________________________
 TR1338* NAD 83(1991)-  48 15 00.21475(N)    122 39 14.46501(W)     ADJUSTED  
 TR1338* NAVD 88     -                                                        
 TR1338  ___________________________________________________________________
 TR1338  LAPLACE CORR-          -7.44  (seconds)                    DEFLEC99
 TR1338  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 TR1338
 TR1338  HORZ ORDER  -  THIRD
 TR1338
 TR1338.The horizontal coordinates were established by classical geodetic methods
 TR1338.and adjusted by the National Geodetic Survey in December 1991..
 TR1338
 TR1338
 TR1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1338
 TR1338.The geoid height was determined by GEOID03.
 TR1338
 TR1338;                    North         East     Units Scale Factor Converg.
 TR1338;SPC WA N     -   140,584.506   364,808.716   MT  0.99994491   -1 21 19.9
 TR1338;SPC WA N     -   461,234.33  1,196,876.60   sFT  0.99994491   -1 21 19.9
 TR1338;UTM  10      - 5,344,151.778   525,683.711   MT  0.99960810   +0 15 29.2
 TR1338
 TR1338                          SUPERSEDED SURVEY CONTROL
 TR1338
 TR1338  NAD 83(1986)-  48 15 00.21707(N)    122 39 14.47043(W) AD(       ) 4
 TR1338  NAD 27      -  48 15 00.86500(N)    122 39 09.85400(W) AD(       ) 3
 TR1338
 TR1338.Superseded values are not recommended for survey control.
 TR1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1338.See file dsdata.txt to determine how the superseded data were derived.
 TR1338
 TR1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2568444152(NAD 83)
 TR1338
 TR1338  HISTORY     - Date     Condition        Report By
 TR1338  HISTORY     - 1951     MONUMENTED       CGS
 TR1338  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1338
 TR1338                          STATION DESCRIPTION
 TR1338
 TR1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 TR1338'STATION IS THE HIGHEST PART OF PROMINENT PINNACLE ROCK ON THE
 TR1338'HIGH-WATER LINE AT THE FOOT OF BLOWERS BLUFF AT THE WEST ENTRANCE
 TR1338'TO OAK HARBOR ON THE SOUTH SIDE OF WHIDBEY ISLAND.  PINNACLE IS
 TR1338'ABOUT 35 FEET HIGH AND ONLY PROMINENT OBJECT OF THIS NATURE IN
 TR1338'THE VICINITY.  ROCK IS LOCALLY CALLED KLOOTCHMAN ROCK.
 TR1338
 TR1338                          STATION RECOVERY (1960)
 TR1338
 TR1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1338'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR1338'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1602 ***********************************************************************
 SC1602  DESIGNATION -  BLUE
 SC1602  PID         -  SC1602
 SC1602  STATE/COUNTY-  WA/GRAYS HARBOR
 SC1602  USGS QUAD   -  BLUE MOUNTAIN (1993)
 SC1602
 SC1602                         *CURRENT SURVEY CONTROL
 SC1602  ___________________________________________________________________
 SC1602* NAD 83(1991)-  46 49 33.56650(N)    123 27 47.13954(W)     ADJUSTED  
 SC1602* NAVD 88     -       535.2    (meters)    1756.     (feet)  VERTCON   
 SC1602  ___________________________________________________________________
 SC1602  LAPLACE CORR-          12.66  (seconds)                    DEFLEC99
 SC1602  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SC1602
 SC1602  HORZ ORDER  -  THIRD
 SC1602
 SC1602.The horizontal coordinates were established by classical geodetic methods
 SC1602.and adjusted by the National Geodetic Survey in December 1991..
 SC1602
 SC1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1602
 SC1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1602
 SC1602.The geoid height was determined by GEOID03.
 SC1602
 SC1602;                    North         East     Units Scale Factor Converg.
 SC1602;SPC WA S     -   170,155.900   273,978.768   MT  0.99992342   -2 09 08.6
 SC1602;SPC WA S     -   558,253.15    898,878.67   sFT  0.99992342   -2 09 08.6
 SC1602;UTM  10      - 5,185,931.482   464,678.871   MT  0.99961533   -0 20 15.8
 SC1602
 SC1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1602!SPC WA S     -   0.99991951  x   0.99992342  =   0.99984294
 SC1602!UTM  10      -   0.99991951  x   0.99961533  =   0.99953488
 SC1602
 SC1602|---------------------------------------------------------------------|
 SC1602| PID    Reference Object                     Distance      Geod. Az  |
 SC1602|                                                           dddmmss.s |
 SC1602| CE2954 BLUE RM 1                             5.705 METERS 16111     |
 SC1602| SC2354 PACK 2                              APPROX.11.4 KM 2204511.6 |
 SC1602| CE2955 BLUE RM 2                             8.732 METERS 25937     |
 SC1602|---------------------------------------------------------------------|
 SC1602
 SC1602                          SUPERSEDED SURVEY CONTROL
 SC1602
 SC1602  NAD 83(1991)-  46 49 33.53595(N)    123 27 47.18889(W) AD(       ) 3
 SC1602  NAD 83(1986)-  46 49 33.56670(N)    123 27 47.13440(W) AD(       ) 3
 SC1602  NAD 27      -  46 49 34.20771(N)    123 27 42.57605(W) AD(       ) 3
 SC1602  NGVD 29 (07/19/86)  534.1    (m)         1752.     (f) VERT ANG       
 SC1602
 SC1602.Superseded values are not recommended for survey control.
 SC1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1602.See file dsdata.txt to determine how the superseded data were derived.
 SC1602
 SC1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6467985931(NAD 83)
 SC1602_MARKER: DD = SURVEY DISK
 SC1602_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SC1602
 SC1602  HISTORY     - Date     Condition        Report By
 SC1602  HISTORY     - 1952     MONUMENTED       USGS
 SC1602
 SC1602                          STATION DESCRIPTION
 SC1602
 SC1602'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SC1602'LOCATED ABOUT 12 MI S. OF ELMA, 4.5 MI S. OF WEIKSWOOD.  ON BLUE
 SC1602'MTN., ON MIDDLE ONE OF THREE TOPS OF RIDGES NOT ON THE HIGHEST
 SC1602'POINT.
 SC1602'
 SC1602'TO REACH FROM ELMA, FOLLOW PAVED RD. 3.5 MI S. PASSING THROUGH
 SC1602'SOUTH ELMA AND SAGINAW.  TAKE RD. RIGHT 7.9 MI TO WEIKSWOOD.  DRIVE
 SC1602'THROUGH WEIKSWOOD AND CONTINUE 2.8 MI TO RD. FORKS.  TAKE RIGHT
 SC1602'FORK 7.8 MI TO RD. FORKS.  TAKE LEFT FORK 2.4 MI TO ARCHER CREEK
 SC1602'RD.  TURN LEFT ON ARCHER CREEK RD. 5.9 MI TO RD. FORKS ON TOP OF
 SC1602'RIDGE.  TAKE RIGHT FORK 0.2 MI TO RD. FORK.  TAKE RIGHT FORK 200
 SC1602'FT. TO CLEARED AREA AND STATION.  KEYS FOR VARIOUS GATES MAY BE
 SC1602'OBTAINED FROM CLEMMONS TREE FARM HEADQUARTERS IN WEIKSWOOD.
 SC1602'
 SC1602'STATION MARK--STANDARD TABLET STAMPED---BLUE 1952---, CEMENTED IN
 SC1602'CONCRETE POST.
 SC1602'
 SC1602'RM 1--STANDARD RM TABLET STAMPED---RM 1 1952---, CEMENTED IN
 SC1602'CONCRETE POST.
 SC1602'
 SC1602'RM 2--STANDARD RM TABLET STAMPED---RM 2 1952---, CEMENTED IN
 SC1602'BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1107 ***********************************************************************
 SW1107  DESIGNATION -  BLUE
 SW1107  PID         -  SW1107
 SW1107  STATE/COUNTY-  WA/STEVENS
 SW1107  USGS QUAD   -  MC COY LAKE (1985)
 SW1107
 SW1107                         *CURRENT SURVEY CONTROL
 SW1107  ___________________________________________________________________
 SW1107* NAD 83(1991)-  47 53 38.31890(N)    118 08 50.06973(W)     ADJUSTED  
 SW1107* NAVD 88     -       603.2    (meters)    1979.     (feet)  VERTCON   
 SW1107  ___________________________________________________________________
 SW1107  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 SW1107  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 SW1107
 SW1107  HORZ ORDER  -  SECOND
 SW1107
 SW1107.The horizontal coordinates were established by classical geodetic methods
 SW1107.and adjusted by the National Geodetic Survey in December 1991..
 SW1107
 SW1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1107
 SW1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1107
 SW1107.The geoid height was determined by GEOID03.
 SW1107
 SW1107;                    North         East     Units Scale Factor Converg.
 SW1107;SPC WA N     -   102,898.923   700,810.060   MT  0.99994986   +1 59 59.5
 SW1107;SPC WA N     -   337,594.22  2,299,241.01   sFT  0.99994986   +1 59 59.5
 SW1107;UTM  11      - 5,305,153.358   414,246.308   MT  0.99969036   -0 51 04.3
 SW1107
 SW1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1107!SPC WA N     -   0.99990844  x   0.99994986  =   0.99985831
 SW1107!UTM  11      -   0.99990844  x   0.99969036  =   0.99959883
 SW1107
 SW1107|---------------------------------------------------------------------|
 SW1107| PID    Reference Object                     Distance      Geod. Az  |
 SW1107|                                                           dddmmss.s |
 SW1107| CF1953 BLUE RM 1                            25.531 METERS 01625     |
 SW1107| SW1099 BLAZE                               APPROX. 3.2 KM 1514720.7 |
 SW1107| SW1114 CAMP IS                             APPROX. 2.8 KM 2831358.8 |
 SW1107|---------------------------------------------------------------------|
 SW1107
 SW1107                          SUPERSEDED SURVEY CONTROL
 SW1107
 SW1107  NAD 83(1986)-  47 53 38.32560(N)    118 08 50.06490(W) AD(       ) 2
 SW1107  NAD 27      -  47 53 38.75300(N)    118 08 46.14400(W) AD(       ) 2
 SW1107  NGVD 29 (07/19/86)  602.0    (m)         1975.     (f) VERT ANG       
 SW1107
 SW1107.Superseded values are not recommended for survey control.
 SW1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1107.See file dsdata.txt to determine how the superseded data were derived.
 SW1107
 SW1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP1424605153(NAD 83)
 SW1107_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1107_SETTING: 66 = SET IN ROCK OUTCROP
 SW1107
 SW1107  HISTORY     - Date     Condition        Report By
 SW1107  HISTORY     - 1935     MONUMENTED       BOR
 SW1107  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1107
 SW1107                          STATION DESCRIPTION
 SW1107
 SW1107'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1107'STATION IS LOCATED IN SE 1/4 SEC. 28, T. 28 N., R. 37 E. WM, ON
 SW1107'MOST S BLUFF OF A LONG RIDGE RUNNING N AND S.
 SW1107'
 SW1107'STATION MAY BE REACHED BY DRIVING N FROM DAVENPORT ON STATE
 SW1107'HIGHWAY 22.  22.0 MILES, CROSS DETILLIAN BRIDGE.  22.2, TURN RIGHT
 SW1107'ON WELLPINIT ROAD.  22.7, TURN LEFT.  23.1, RIGHT UP HILL AT
 SW1107'CEMETERY.  25.6, TAKE RIGHT FORK DOWN CANYON ACROSS SAND
 SW1107'CREEK.  27.2, INDISTINCT ROAD TO RIGHT, FOLLOW TO OLD CAMP AT
 SW1107'28.4.  GO W FROM HERE THROUGH PASS ON RIDGE, THEN BEAR S ON W
 SW1107'SLOPE OF RIDGE TO 29.35.  LEAVE CAR HERE AND CONTINUE DOWN
 SW1107'RIDGE TO STATION 1/4 MILE DISTANT.
 SW1107'
 SW1107'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 2 AND 20B,
 SW1107'RESPECTIVELY.
 SW1107'
 SW1107'HEIGHT OF LIGHT ABOVE STATION MARK 1.15 METERS.
 SW1107
 SW1107                          STATION RECOVERY (1947)
 SW1107
 SW1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1107'STATION WAS RECOVERED AS DESCRIBED BY THE U.S.B.R. IN 1935 WITH
 SW1107'THE FOLLOWING CORRECTIONS ON HOW TO REACH THE STATION BY TRUCK--
 SW1107'
 SW1107'TO REACH THE STATION BY TRUCK FROM HUNTERS, GO S ALONG STATE
 SW1107'HIGHWAY 22 FOR 6.5 MILES TO A Y-INTERSECTION WHERE THE NEW HIGHWAY
 SW1107'AND THE OLD HIGHWAY SEPARATE.  TAKE THE LEFT FORK AND GO SE FOR
 SW1107'3.3 MILES TO A T-ROAD W.  CONTINUE S FOR 4.8 MILES TO ANOTHER
 SW1107'Y-INTERSECTION WITH THE ROAD TO THE OLD DETILLIAN BRIDGE.  TAKE
 SW1107'LEFT FORK S AND E FOR 6.9 MILES TO A DIM TRACK ROAD LEADING S,
 SW1107'TURN RIGHT ON TRACK ROAD FOR 0.4 MILE TO A NEW BULLDOZED SKID
 SW1107'ROAD.  FOLLOW THE MEANDERS OF THIS SKID ROAD FOR 0.3 MILE TO
 SW1107'A HAIRPIN TURN AND A ROAD FORK.  TAKE THE HAIRPIN TURN TO THE
 SW1107'RIGHT AND GO 1.0 MILE TO THE END OF THE SKID ROAD.  LEAVE THE
 SW1107'ROAD AND HEAD SE ACROSS THE GRASS AND SCABLAND FOR ABOUT 0.9
 SW1107'MILE TO THE PROMINENT BASALT RIDGE ON THE N SIDE OF BLUE
 SW1107'CREEK.  THE STATION IS ON THE S END OF THE BASALT RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1911 ***********************************************************************
 SA1911  DESIGNATION -  BLUE
 SA1911  PID         -  SA1911
 SA1911  STATE/COUNTY-  WA/WALLA WALLA
 SA1911  USGS QUAD   -  BUROKER (1966)
 SA1911
 SA1911                         *CURRENT SURVEY CONTROL
 SA1911  ___________________________________________________________________
 SA1911* NAD 83(1991)-  46 04 42.58586(N)    118 08 15.38483(W)     ADJUSTED  
 SA1911* NAVD 88     -       693.1    (meters)    2274.     (feet)  VERTCON   
 SA1911  ___________________________________________________________________
 SA1911  LAPLACE CORR-          16.83  (seconds)                    DEFLEC99
 SA1911  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 SA1911
 SA1911  HORZ ORDER  -  SECOND
 SA1911
 SA1911.The horizontal coordinates were established by classical geodetic methods
 SA1911.and adjusted by the National Geodetic Survey in December 1991..
 SA1911
 SA1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1911
 SA1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1911
 SA1911.The geoid height was determined by GEOID03.
 SA1911
 SA1911;                    North         East     Units Scale Factor Converg.
 SA1911;SPC WA S     -    85,560.940   682,703.986   MT  0.99995344   +1 42 57.7
 SA1911;SPC WA S     -   280,711.18  2,239,837.99   sFT  0.99995344   +1 42 57.7
 SA1911;SPC OR N     -   270,691.413 2,682,717.594   MT  1.00002091   +1 40 31.4
 SA1911;SPC OR N     -   888,095.19  8,801,566.91   iFT  1.00002091   +1 40 31.4
 SA1911;UTM  11      - 5,103,398.038   412,037.322   MT  0.99969512   -0 49 10.1
 SA1911
 SA1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1911!SPC WA S     -   0.99989444  x   0.99995344  =   0.99984789
 SA1911!SPC OR N     -   0.99989444  x   1.00002091  =   0.99991535
 SA1911!UTM  11      -   0.99989444  x   0.99969512  =   0.99958959
 SA1911
 SA1911:                Primary Azimuth Mark                     Grid Az
 SA1911:SPC WA S     -  BLUE AZ MK                               087 35 30.7
 SA1911:SPC OR N     -  BLUE AZ MK                               087 37 57.0
 SA1911:UTM  11      -  BLUE AZ MK                               090 07 38.5
 SA1911
 SA1911|---------------------------------------------------------------------|
 SA1911| PID    Reference Object                     Distance      Geod. Az  |
 SA1911|                                                           dddmmss.s |
 SA1911| CF4533 BLUE AZ MK                                         0891828.4 |
 SA1911| CF4534 BLUE RM 1                            11.776 METERS 09034     |
 SA1911| CF4535 BLUE RM 2                            11.844 METERS 27019     |
 SA1911| SA1918 WALLA WALLA PENITENTIARY STACK      APPROX.17.2 KM 2703915.1 |
 SA1911|---------------------------------------------------------------------|
 SA1911
 SA1911                          SUPERSEDED SURVEY CONTROL
 SA1911
 SA1911  NAD 83(1991)-  46 04 42.58617(N)    118 08 15.38443(W) AD(       ) 2
 SA1911  NAD 83(1986)-  46 04 42.58944(N)    118 08 15.37651(W) AD(       ) 2
 SA1911  NAD 27      -  46 04 43.09239(N)    118 08 11.54485(W) AD(       ) 2
 SA1911  NGVD 29 (07/19/86)  692.1    (m)         2271.     (f) VERT ANG       
 SA1911
 SA1911.Superseded values are not recommended for survey control.
 SA1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1911.See file dsdata.txt to determine how the superseded data were derived.
 SA1911
 SA1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM1203703398(NAD 83)
 SA1911_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1911
 SA1911  HISTORY     - Date     Condition        Report By
 SA1911  HISTORY     - 1963     MONUMENTED       CGS
 SA1911  HISTORY     - 20031004 MARK NOT FOUND   GEOCAC
 SA1911
 SA1911                          STATION DESCRIPTION
 SA1911
 SA1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 SA1911'THE STATION IS ABOUT 10 MILES EAST OF WALLA WALLA, 4-1/2 MILES
 SA1911'SOUTH-SOUTHEAST OF DIXIE, ON THE SOUTH SIDE OF THE ROAD RIGHT-OF-WAY
 SA1911'OF AN EAST-WEST DIRT ROAD.
 SA1911'
 SA1911'TO REACH THE STATION FROM THE COURT HOUSE IN WALLA WALLA, GO EAST
 SA1911'ON U.S. HIGHWAY 410 (MAIN STREET) FOR 4.2 MILES TO A PAVED SIDE
 SA1911'ROAD ON THE RIGHT.  TURN RIGHT ON PAVED ROAD AND GO SOUTHEASTERLY
 SA1911'FOR 1.65 MILES TO A FORK AT SIGN MILL CRK. RD., TAKE THE LEFT FORK
 SA1911'MILL CRK. RD. FOR 3.2 MILES TO A GRAVELED SIDE ROAD ON THE LEFT AT
 SA1911'SIGN 5 PTS.-COYOTE RD.  TURN LEFT AND GO NORTHEASTERLY ON COYOTE
 SA1911'ROAD FOR 0.65 MILE TO A FORK, TAKE THE RIGHT FORK, EAST, ON DIRT ROAD
 SA1911'FOR 1.05 MILE TO THE STATION ON THE RIGHT.
 SA1911'
 SA1911'THE STATION MARK IS A STANDARD DISK, STAMPED BLUE 1963, SET IN THE
 SA1911'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 SA1911'15.6 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST DIRT ROAD, 3.7
 SA1911'FEET EAST OF A METAL WITNESS POST AND 2 FEET NORTH OF AN EAST-WEST
 SA1911'FENCE LINE.
 SA1911'
 SA1911'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLUE NO 1 1963, SET IN
 SA1911'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 SA1911'IS 15.6 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 1 FOOT NORTH
 SA1911'OF THE FENCE LINE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 SA1911'
 SA1911'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLUE NO 2 1963, SET IN
 SA1911'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 SA1911'IS 15 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 1 FOOT NORTH OF
 SA1911'THE FENCE LINE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 SA1911'
 SA1911'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLUE 1963, SET IN THE TOP OF
 SA1911'A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 20 FEET
 SA1911'NORTH OF THE CENTERLINE OF AN EAST-WEST DIRT ROAD, 3 FEET WEST OF A
 SA1911'METAL WITNESS POST AND 1 FOOT EAST OF AN EAST-WEST FENCE LINE.  TO
 SA1911'REACH THE MARK FROM THE STATION, GO EAST ON DIRT ROAD FOR 0.65
 SA1911'MILE TO THE MARK ON THE LEFT.
 SA1911
 SA1911                          STATION RECOVERY (2003)
 SA1911
 SA1911'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA1911'COYOTE ROAD TILLED OUT OF EXISTENCE APPROX 1980 STATION REFERENCES AND
 SA1911'AZIMUTH DISKS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1188 ***********************************************************************
 SC1188  DESIGNATION -  BLUE MAX
 SC1188  PID         -  SC1188
 SC1188  STATE/COUNTY-  WA/COWLITZ
 SC1188  USGS QUAD   -  OAK POINT (1985)
 SC1188
 SC1188                         *CURRENT SURVEY CONTROL
 SC1188  ___________________________________________________________________
 SC1188* NAD 83(1991)-  46 11 32.81446(N)    123 09 39.19089(W)     ADJUSTED  
 SC1188* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC1188  ___________________________________________________________________
 SC1188  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 SC1188  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 SC1188
 SC1188  HORZ ORDER  -  THIRD
 SC1188
 SC1188.The horizontal coordinates were established by classical geodetic methods
 SC1188.and adjusted by the National Geodetic Survey in December 1991..
 SC1188
 SC1188.The orthometric height was scaled from a topographic map.
 SC1188
 SC1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1188
 SC1188.The geoid height was determined by GEOID03.
 SC1188
 SC1188;                    North         East     Units Scale Factor Converg.
 SC1188;SPC WA S     -    98,954.373   294,646.442   MT  0.99993795   -1 55 58.3
 SC1188;SPC WA S     -   324,652.81    966,685.87   sFT  0.99993795   -1 55 58.3
 SC1188;SPC OR N     -   284,068.988 2,294,620.649   MT  1.00005465   -1 53 13.4
 SC1188;SPC OR N     -   931,984.87  7,528,282.97   iFT  1.00005465   -1 53 13.4
 SC1188;UTM  10      - 5,115,442.776   487,585.459   MT  0.99960189   -0 06 58.0
 SC1188
 SC1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1188!SPC WA S     -   1.00000297  x   0.99993795  =   0.99994092
 SC1188!SPC OR N     -   1.00000297  x   1.00005465  =   1.00005762
 SC1188!UTM  10      -   1.00000297  x   0.99960189  =   0.99960486
 SC1188
 SC1188                          SUPERSEDED SURVEY CONTROL
 SC1188
 SC1188  NAD 83(1991)-  46 11 32.81446(N)    123 09 39.19089(W) AD(       ) 3
 SC1188  NAD 83(1986)-  46 11 32.83674(N)    123 09 39.17302(W) AD(       ) 3
 SC1188  NAD 27      -  46 11 33.40082(N)    123 09 34.79786(W) AD(       ) 3
 SC1188
 SC1188.Superseded values are not recommended for survey control.
 SC1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1188.See file dsdata.txt to determine how the superseded data were derived.
 SC1188
 SC1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8758515443(NAD 83)
 SC1188_MARKER: DD = SURVEY DISK
 SC1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1188_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SC1188_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1188+STABILITY: SURFACE MOTION
 SC1188
 SC1188  HISTORY     - Date     Condition        Report By
 SC1188  HISTORY     - 1987     MONUMENTED       USE
 SC1188
 SC1188                          STATION DESCRIPTION
 SC1188
 SC1188'DESCRIBED BY US ENGINEERS 1987 (JMW)
 SC1188'THE STATION IS LOCATED ABOUT 2 MILES WEST OF STELLA, WA ALONG THE
 SC1188'NORTH SHORE OF THE COLUMBIA RIVER.
 SC1188'
 SC1188'TO REACH THE STATION FROM THE BRIDGE OVER ABERNATHY CREEK ON
 SC1188'WASHINGTON SR 4, GO EAST ABOUT 0.25 MILES TO A PARKING AREA ON THE
 SC1188'SOUTH SIDE OF THE ROAD.  FROM THE EAST SIDE OF THE PARKING AREA GO
 SC1188'ESE ABOUT 60 YARDS ALONG A TRUCK TRAIL TO THE STATION ON THE EDGE
 SC1188'OF THE BLUFF ABOVE THE RIVER.
 SC1188'
 SC1188'THE STATION IS MARKED WITH A STANDARD COE DISK STAMPED---BLUE MAX
 SC1188'1977---, SET IN A TWO TIERED CONCRETE MONUMENT 11 INCHES SQUARE AT
 SC1188'THE TOP AND PROJECTING ABOUT 20 INCHES ABOVE THE GROUND.  IT IS
 SC1188'ABOUT 7 FEET NORTH OF THE EDGE OF THE BLUFF.
 SC1188'
 SC1188'THERE ARE NO REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1640 ***********************************************************************
 SY1640  DESIGNATION -  BLUE MTN LOOKOUT HOUSE 1955
 SY1640  PID         -  SY1640
 SY1640  STATE/COUNTY-  WA/CLALLAM
 SY1640  USGS QUAD   -  MAIDEN PEAK (1990)
 SY1640
 SY1640                         *CURRENT SURVEY CONTROL
 SY1640  ___________________________________________________________________
 SY1640* NAD 83(1991)-  47 57 17.21473(N)    123 15 34.17368(W)     ADJUSTED  
 SY1640* NAVD 88     -      1832.     (meters)    6010.     (feet)  SCALED    
 SY1640  ___________________________________________________________________
 SY1640  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 SY1640  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 SY1640
 SY1640  HORZ ORDER  -  SECOND
 SY1640
 SY1640.The horizontal coordinates were established by classical geodetic methods
 SY1640.and adjusted by the National Geodetic Survey in December 1991..
 SY1640
 SY1640.The orthometric height was scaled from a topographic map.
 SY1640
 SY1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1640
 SY1640.The geoid height was determined by GEOID03.
 SY1640
 SY1640;                    North         East     Units Scale Factor Converg.
 SY1640;SPC WA N     -   109,010.524   318,828.589   MT  0.99994629   -1 48 22.8
 SY1640;SPC WA N     -   357,645.36  1,046,023.46   sFT  0.99994629   -1 48 22.8
 SY1640;UTM  10      - 5,311,307.017   480,626.110   MT  0.99960461   -0 11 33.7
 SY1640
 SY1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1640!SPC WA N     -   0.99971603  x   0.99994629  =   0.99966233
 SY1640!UTM  10      -   0.99971603  x   0.99960461  =   0.99932075
 SY1640
 SY1640                          SUPERSEDED SURVEY CONTROL
 SY1640
 SY1640  NAD 83(1986)-  47 57 17.21318(N)    123 15 34.18170(W) AD(       ) 2
 SY1640  NAD 27      -  47 57 17.88300(N)    123 15 29.53600(W) AD(       ) 2
 SY1640
 SY1640.Superseded values are not recommended for survey control.
 SY1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1640.See file dsdata.txt to determine how the superseded data were derived.
 SY1640
 SY1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDU8062611307(NAD 83)
 SY1640
 SY1640  HISTORY     - Date     Condition        Report By
 SY1640  HISTORY     - 1955     MONUMENTED       CGS
 SY1640
 SY1640                          STATION DESCRIPTION
 SY1640
 SY1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY1640'THE STATION IS LOCATED ABOUT 13.5 MILES SOUTHEAST OF PORT ANGELES,
 SY1640'11 MILES SOUTHWEST OF SEQUIM, AND 92 FEET SOUTH SOUTHWEST OF
 SY1640'TRIANGULATION BLUE MTN.
 SY1640'
 SY1640'THE LOOKOUT HOUSE IS A 10 BY 12 BY 10 FOOT WOOD STRUCTURE.  THE
 SY1640'POINT INTERSECTED WAS THE CENTER OF THE LOOKOUT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH6093 ***********************************************************************
 AH6093  DESIGNATION -  BLUE MTN RESET
 AH6093  PID         -  AH6093
 AH6093  STATE/COUNTY-  WA/CLALLAM
 AH6093  USGS QUAD   -  MAIDEN PEAK (1990)
 AH6093
 AH6093                         *CURRENT SURVEY CONTROL
 AH6093  ___________________________________________________________________
 AH6093* NAD 83(1991)-  47 57 18.09794(N)    123 15 34.49189(W)     ADJUSTED  
 AH6093* NAVD 88     -      1832.     (meters)    6010.     (feet)  SCALED    
 AH6093  ___________________________________________________________________
 AH6093  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 AH6093  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 AH6093
 AH6093  HORZ ORDER  -  SECOND
 AH6093
 AH6093.The horizontal coordinates were established by classical geodetic methods
 AH6093.and adjusted by the National Geodetic Survey in December 1991..
 AH6093
 AH6093.The orthometric height was scaled from a topographic map.
 AH6093
 AH6093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6093
 AH6093.The geoid height was determined by GEOID03.
 AH6093
 AH6093;                    North         East     Units Scale Factor Converg.
 AH6093;SPC WA N     -   109,037.995   318,822.850   MT  0.99994628   -1 48 23.0
 AH6093;SPC WA N     -   357,735.49  1,046,004.63   sFT  0.99994628   -1 48 23.0
 AH6093;UTM  10      - 5,311,334.307   480,619.602   MT  0.99960462   -0 11 34.0
 AH6093
 AH6093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6093!SPC WA N     -   0.99971603  x   0.99994628  =   0.99966232
 AH6093!UTM  10      -   0.99971603  x   0.99960462  =   0.99932076
 AH6093
 AH6093|---------------------------------------------------------------------|
 AH6093| PID    Reference Object                     Distance      Geod. Az  |
 AH6093|                                                           dddmmss.s |
 AH6093| SY1640 BLUE MTN LOOKOUT HOUSE 1955          28.066 METERS 16624     |
 AH6093| AH5887 BLUE MTN RM 1                        17.254 METERS 18902     |
 AH6093| SY1851 HURRICANE RM 2                      APPROX.20.5 KM 2810701.6 |
 AH6093| AH5888 BLUE MTN RM 2                         9.047 METERS 33758     |
 AH6093|---------------------------------------------------------------------|
 AH6093
 AH6093                          SUPERSEDED SURVEY CONTROL
 AH6093
 AH6093  NAD 83(1986)-  47 57 18.09638(N)    123 15 34.49990(W) AD(       ) 2
 AH6093
 AH6093.Superseded values are not recommended for survey control.
 AH6093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6093.See file dsdata.txt to determine how the superseded data were derived.
 AH6093
 AH6093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDU8062011334(NAD 83)
 AH6093_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6093_SETTING: 66 = SET IN ROCK OUTCROP
 AH6093_STAMPING: BLUE MTN 1955 1981
 AH6093_MARK LOGO: NGS   
 AH6093_PROJECTION: FLUSH
 AH6093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH6093+STABILITY: POSITION/ELEVATION WELL
 AH6093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6093+SATELLITE: SATELLITE OBSERVATIONS - 1981
 AH6093
 AH6093  HISTORY     - Date     Condition        Report By
 AH6093  HISTORY     - 1981     MONUMENTED       NGS
 AH6093
 AH6093                          STATION DESCRIPTION
 AH6093
 AH6093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 AH6093'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTHEAST OF PORT
 AH6093'ANGLES, 17.7 KM (11.00 MI) SOUTHWEST OF SEQUIM AND AT THE SUMMIT OF A
 AH6093'PEAK LOCALLY KNOWN AS BLUE MOUNTAIN.  THE PROPERTY IS UNDER THE
 AH6093'CONTROL OF THE NATIONAL PARK SERVICE. TO REACH FROM THE INTERSECTION
 AH6093'OF EAST FIRST STREET AND PENN STREET IN PORT ANGLES, GO EAST ON US
 AH6093'HIGHWAY 101 FOR 4.35 KM (2.70 MI) TO THE BRIDGE OVER MORSE CREEK.
 AH6093'CONTINUE EAST ON US HIGHWAY 101 FOR 1.13 KM (0.70 MI) TO A CROSS ROAD
 AH6093'AND A PARK AND RIDE LOT ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON DEER
 AH6093'PARK ROAD FOR 8.85 KM (5.50 MI) TO THE END OF THE SURFACED ROAD.
 AH6093'CONTINUE AHEAD ON THE GRAVELED ROAD FOR 5.15 KM (3.20 MI) TO A GATE AT
 AH6093'THE PARK ENTRANCE.  CONTINUE AHEAD ON THE GOOD GRAVELED ROAD FOR 12.23
 AH6093'KM (7.60 MI) TO A SIDE ROAD RIGHT.  KEEP AHEAD ON THE MAIN TRAVELED
 AH6093'ROAD UPHILL FOR 0.16 KM (0.10 MI) TO A CROSS ROAD AND A SIGN, BLUE MTN
 AH6093'VIEW.  TURN LEFT ON THE VIEW ROAD AND CONTINUE UPHILL FOR 1.29 KM
 AH6093'(0.80 MI) TO A BARRICADE ACROSS THE ROAD AND THE END OF TRUCK TRAVEL.
 AH6093'WALK UPHILL ON THE OLD ROAD FOR ABOUT 5 MINUTES TO THE END OF THE
 AH6093'TRAIL AND THE STATION AT THE SUMMIT. THE MARK IS SET IN THE TOP OF A
 AH6093'MASS OF CONCRETE THAT HAS BEEN POURED INTO A DEPRESSION IN THE
 AH6093'CRUMBLING BEDROCK.  IT IS 17.253 M (56.604 FT) NORTH OF REFERENCE MARK
 AH6093'1, 5.130 M (16.831 FT) SOUTH-SOUTHEAST OF REFERENCE MARK 3, 24.38 M
 AH6093'(79.99 FT) SOUTH OF THE HIGHEST POINT OF THE SUMMIT AND 3.1 M (10.2
 AH6093'FT) WEST OF THE EDGE OF THE CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1231 ***********************************************************************
 SW1231  DESIGNATION -  BLUE RESET
 SW1231  PID         -  SW1231
 SW1231  STATE/COUNTY-  WA/ADAMS
 SW1231  USGS QUAD   -  RITZVILLE NE (1967)
 SW1231
 SW1231                         *CURRENT SURVEY CONTROL
 SW1231  ___________________________________________________________________
 SW1231* NAD 83(1991)-  47 09 44.56177(N)    118 16 30.69896(W)     ADJUSTED  
 SW1231* NAVD 88     -       598.8    (meters)    1965.     (feet)  VERTCON   
 SW1231  ___________________________________________________________________
 SW1231  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 SW1231  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 SW1231
 SW1231  HORZ ORDER  -  SECOND
 SW1231
 SW1231.The horizontal coordinates were established by classical geodetic methods
 SW1231.and adjusted by the National Geodetic Survey in December 1991..
 SW1231
 SW1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1231
 SW1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1231
 SW1231.The geoid height was determined by GEOID03.
 SW1231
 SW1231;                    North         East     Units Scale Factor Converg.
 SW1231;SPC WA S     -   205,683.190   668,668.294   MT  0.99996538   +1 36 57.9
 SW1231;SPC WA S     -   674,812.27  2,193,789.23   sFT  0.99996538   +1 36 57.9
 SW1231;SPC WA N     -    21,277.772   693,951.396   MT  1.00008005   +1 54 16.5
 SW1231;SPC WA N     -    69,808.82  2,276,738.87   sFT  1.00008005   +1 54 16.5
 SW1231;UTM  11      - 5,223,997.634   403,347.328   MT  0.99971481   -0 56 06.5
 SW1231
 SW1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1231!SPC WA S     -   0.99990922  x   0.99996538  =   0.99987460
 SW1231!SPC WA N     -   0.99990922  x   1.00008005  =   0.99998926
 SW1231!UTM  11      -   0.99990922  x   0.99971481  =   0.99962405
 SW1231
 SW1231|---------------------------------------------------------------------|
 SW1231| PID    Reference Object                     Distance      Geod. Az  |
 SW1231|                                                           dddmmss.s |
 SW1231| CF1954 BLUE RM 1                            16.180 METERS 00126     |
 SW1231| CF1956 BLUE RM 3                            29.612 METERS 05626     |
 SW1231| CF1955 BLUE RM 2                            12.095 METERS 08935     |
 SW1231| SW1245 RITZVILLE SOUTH MUNICIPAL TANK      APPROX. 9.4 KM 2424825.1 |
 SW1231| SW1236 BLUE ECC 1978                         9.962 METERS 27123     |
 SW1231| CF1957 BLUE RM 4                             4.484 METERS 35732     |
 SW1231|---------------------------------------------------------------------|
 SW1231
 SW1231                          SUPERSEDED SURVEY CONTROL
 SW1231
 SW1231  NAD 83(1986)-  47 09 44.57486(N)    118 16 30.69264(W) AD(       ) 2
 SW1231  NAD 27      -  47 09 45.03500(N)    118 16 26.79800(W) AD(       ) 2
 SW1231  NGVD 29 (07/19/86)  597.7    (m)         1961.     (f) VERT ANG       
 SW1231
 SW1231.Superseded values are not recommended for survey control.
 SW1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1231.See file dsdata.txt to determine how the superseded data were derived.
 SW1231
 SW1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN0334723998(NAD 83)
 SW1231_MARKER: DS = TRIANGULATION STATION DISK
 SW1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1231
 SW1231  HISTORY     - Date     Condition        Report By
 SW1231  HISTORY     - 1956     MONUMENTED       CGS
 SW1231  HISTORY     - 1957     GOOD             CGS
 SW1231  HISTORY     - 1960     MARK NOT FOUND   CGS
 SW1231  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SW1231  HISTORY     - 1978     GOOD             NGS
 SW1231
 SW1231                          STATION DESCRIPTION
 SW1231
 SW1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SW1231'THE STATION IS SET IN THE NORTH EDGE OF A CULTIVATED FIELD ON THE
 SW1231'SUMMIT OF A CULTIVATED RIDGE WHICH LIES IN A NORTH-SOUTH
 SW1231'DIRECTION.  IT IS ABOUT 4.5 MILES NORTHEAST OF RITZVILLE, ABOUT
 SW1231'4 MILES SOUTH OF TOKIO (A GROUP OF GRAIN ELEVATORS) AND 28 FEET
 SW1231'SOUTH OF THE CENTER OF A GRAVELED ROAD.
 SW1231'
 SW1231'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 E WITH
 SW1231'U.S. HIGHWAYS 10, 395 AND ADAMS STREET IN RITZVILLE, GO NORTHEAST
 SW1231'ON U.S. HIGHWAY 10 AND 395 TOWARD SPOKANE FOR 3.7 MILES TO A
 SW1231'GRAVELED T-ROAD RIGHT.  TURN RIGHT ON THE GRAVELED ROAD AND GO
 SW1231'EAST FOR 1.2 MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD,
 SW1231'EAST, FOR 0.6 MILE TO THE TOP OF A GRADE AND THE STATION ON THE
 SW1231'RIGHT.
 SW1231'
 SW1231'THE STATION IS A STANDARD DISK STAMPED BLUE 1956.  IT IS CEMENTED
 SW1231'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST SET IN THE GROUND
 SW1231'AND PROJECTING 4 INCHES.  THE STATION IS 3.5 FEET WEST OF A WHITE
 SW1231'WITNESS POST.
 SW1231'
 SW1231'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLUE NO 1 1956.  IT
 SW1231'IS CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE POST SET IN
 SW1231'THE GROUND AND PROJECTING 4 INCHES.  THE MARK IS 27 FEET NORTH OF
 SW1231'THE CENTER OF THE ROAD AND AT THE FOOT OF A BLADED BANK.
 SW1231'
 SW1231'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLUE NO 2 1956.  IT
 SW1231'IS CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE POST SET IN
 SW1231'THE GROUND AND PROJECTING 4 INCHES.  THE MARK IS 28 FEET SOUTH OF
 SW1231'THE CENTER OF THE ROAD.
 SW1231
 SW1231                          STATION RECOVERY (1957)
 SW1231
 SW1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW1231'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 SW1231'RECOVERED AS DESCRIBED AND WERE FOUND TO BE IN GOOD CONDITION.  THE
 SW1231'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 SW1231'
 SW1231'THE STATION MARK WAS LOWERED IN POSITION TO 27 INCHES BELOW THE
 SW1231'SURFACE OF THE GROUND AND IN DOING THIS THE UNDERGROUND MARK WAS
 SW1231'DESTROYED.
 SW1231'
 SW1231'REFERENCE MARK 2 WAS DESTROYED AND REFERENCE MARK 3 WAS
 SW1231'ESTABLISHED ON THE OPPOSITE SIDE OF THE ROAD AS DESCRIBED BELOW.
 SW1231'
 SW1231'REFERENCE MARK 3, A STANDARD DISK, STAMPED BLUE NO 3 1956, IS
 SW1231'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 SW1231'GROUND ON THE NORTH SIDE AND PROJECTS 1 FOOT ON THE SOUTH SIDE.  IT
 SW1231'IS 28 FEET NORTH OF THE CENTER OF THE SECTION LINE ROAD AND
 SW1231'APPROXIMATELY 1 FOOT HIGHER IN ELEVATION.  IT IS 1 FOOT SOUTH OF
 SW1231'AN EAST-WEST FENCE.
 SW1231'
 SW1231'THE ABOVE ACTION WAS TAKEN AT THE REQUEST OF THE PROPERTY OWNER.
 SW1231
 SW1231                          STATION RECOVERY (1960)
 SW1231
 SW1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GCM)
 SW1231'REFERENCE MARKS 1 AND 3 WERE FOUND AS DESCRIBED.  R.M. 3 IS BEING
 SW1231'UNDERMINED BY GOPHERS.  THE STATION MARK IS BURIED AND WAS NOT
 SW1231'RECOVERED, AS SITE IS PLANTED IN WINTER WHEAT.
 SW1231'
 SW1231'THE OWNER OF PROPERTY NORTH OF ROAD, MR. ALBERT A. MANKE OF
 SW1231'RITZVILLE, WOULD LIKE TO HAVE THE RMS LOWERED SO THAT MACHINERY
 SW1231'WOULD NOT HIT THEM.  THIS MIGHT PUT THEM IN WAY OF ROAD
 SW1231'GRADER.  THE WORK WOULD HAVE TO BE DONE AFTER WHEAT HARVEST SO
 SW1231'THAT STATION MARK COULD BE UNCOVERED.
 SW1231'
 SW1231'MENTION OF U.S. HIGHWAYS 10 AND 395 IN THE ORIGINAL DESCRIPTION
 SW1231'REFERS TO THE OLD HIGHWAY, WHICH HAS BEEN REPLACED BY A 4-LANE
 SW1231'EXPRESSWAY PARALLEL TO AND SOME DISTANCE TO EASTWARD OF THE OLD
 SW1231'ROAD.
 SW1231
 SW1231                          STATION RECOVERY (1960)
 SW1231
 SW1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WH)
 SW1231'RECOVERED AS DESCRIBED IN RECOVERY NOTE OF C. C. MAST EARLIER IN
 SW1231'1960.  SINCE THE PROPERTY OWNERS DESIRE TO CULTIVATE THE LAND TO
 SW1231'THE FIELDS EDGE AND OVER INTO THE HIGHWAY RIGHT OF WAY, NO PLACE
 SW1231'IS LEFT FOR RECOVERABLE REFERENCE MARKS.  THE PRESENT ROAD
 SW1231'PRESENTLY GRAVELED IS TO BE SUBSEQUENTLY IMPROVED BY PAVING.  THE
 SW1231'CONCRETE MONUMENTS WERE REMOVED ON SEPT. 21, 1960 IN THE
 SW1231'PRESENCE OF THE OWNER, MR. CROSS.  SUBSEQUENT RECOVERY OF
 SW1231'STATION BLUE, A TRIANGULATION STATION MARK WITHOUT UNDERGROUND
 SW1231'DISK, BURIED 27 INCHES BELOW THE SURFACE OF THE GROUND, MUST
 SW1231'BE BY INTERSECTION FROM ADJACENT STATIONS.
 SW1231
 SW1231                          STATION RECOVERY (1978)
 SW1231
 SW1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 SW1231'THE STATION MARK WAS RECOVERED 18 INCHES BELOW GROUND IN A WHEAT
 SW1231'FIELD OWNED BY HAROLD UNDERBERG WHO LIVES ABOUT 1/4 MILE SOUTHWEST
 SW1231'OF THE STATION.  EVIDENTLY THE MARK WAS LOWERED IN 1957, BUT ONLY
 SW1231'THE 1956 DATE IS VISIBLE ON THE DISK.  AT THE REQUEST OF THE
 SW1231'PROPERTY OWNER, THE REFERENCE MARKS WERE REMOVED IN 1960, AND THE
 SW1231'STATION WAS LEFT WITHOUT REFERENCE MARKS SINCE FIELDS ARE
 SW1231'CULTIVATED TO THE EDGE OF THE ROAD.  DURING THIS VISIT,
 SW1231'REFERENCE MARK NO. 4 WAS ESTABLISHED BELOW GROUND AND METAL USED
 SW1231'FOR MAGNETIC DETECTION.
 SW1231'
 SW1231'THE STATION IS ABOUT 4.5 MILES NORTHEAST OF RITZVILLE, 1 MILE
 SW1231'EAST OF INTERSTATE HIGHWAY 90 AND ON THE SOUTH SIDE OF COKER ROAD.
 SW1231'
 SW1231'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND STATE
 SW1231'HIGHWAY 261 AT THE SOUTHEAST EDGE OF RITZVILLE, GO EAST ON I-90
 SW1231'FOR 4.25 MILES TO THE COKER ROAD EXIT.  FROM THE END OF THE EXIT
 SW1231'ROAD, GO EAST ON COKER ROAD FOR 1.0 MILE TO THE WESTERN EDGE OF
 SW1231'THE SUMMIT OF A LOW RIDGE AND THE STATION ON THE RIGHT.
 SW1231'
 SW1231'THE STATION MARK, STAMPED BLUE 1956, IS A STANDARD DISK SET IN
 SW1231'CONCRETE 1.5 FEET BELOW GROUND 26 FEET SOUTH OF THE CENTER OF THE
 SW1231'ROAD.  WHEN STANDING AT THE STATION MARK, THE GABLE OF
 SW1231'MR. UNDERBERGS HOUSE WHICH FACES NORTH LINES UP WITH THE NORTHERN
 SW1231'EDGE OF A SMALL GROVE OF TREES ABOUT 4 OR 5 MILES SOUTHWEST OF
 SW1231'THE STATION.
 SW1231'
 SW1231'REFERENCE MARK NO. 4, STAMPED BLUE 1956 NO 4 1978, IS A STANDARD
 SW1231'DISK SET IN CONCRETE 6 INCHES BELOW THE SHOULDER OF THE ROAD, AT
 SW1231'THE UPPER EDGE OF THE SHOULDER, AT THE POINT WHERE THE ROADBED
 SW1231'BREAKS OFF TOWARD THE DITCH, 11.5 FEET SOUTH OF THE CENTER OF THE
 SW1231'COUNTY ROAD.  FROM THE MARK, THE GABLE WHICH FACES NORTH, ON
 SW1231'MR. UNDERBURGS HOUSE LINES UP WITH THE SOUTHERN EDGE OF THE
 SW1231'GROVE OF TREES 4 OR 5 MILES SOUTHWEST OF THE STATION.  A METAL
 SW1231'ROD WAS PLACED AT THE NORTH AND SOUTH SIDE OF THE MARK FOR
 SW1231'MAGNETIC DETECTION.  A METAL ROD WAS ALSO PLACED AT THE
 SW1231'NORTH EDGE OF THE STATION MARK.
 SW1231'
 SW1231'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SW1231'4.5 MILES NORTHEAST OF RITZVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1093 ***********************************************************************
 SB1093  DESIGNATION -  BLUELIGHT
 SB1093  PID         -  SB1093
 SB1093  STATE/COUNTY-  WA/YAKIMA
 SB1093  USGS QUAD   -  BLUELIGHT (1965)
 SB1093
 SB1093                         *CURRENT SURVEY CONTROL
 SB1093  ___________________________________________________________________
 SB1093* NAD 83(1991)-  46 05 10.93876(N)    120 10 49.83012(W)     ADJUSTED  
 SB1093* NAVD 88     -       884.3    (meters)    2901.     (feet)  VERTCON   
 SB1093  ___________________________________________________________________
 SB1093  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 SB1093  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SB1093
 SB1093  HORZ ORDER  -  SECOND
 SB1093
 SB1093.The horizontal coordinates were established by classical geodetic methods
 SB1093.and adjusted by the National Geodetic Survey in December 1991..
 SB1093
 SB1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1093
 SB1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1093
 SB1093.The geoid height was determined by GEOID03.
 SB1093
 SB1093;                    North         East     Units Scale Factor Converg.
 SB1093;SPC WA S     -    83,750.125   524,709.091   MT  0.99995224   +0 13 55.5
 SB1093;SPC WA S     -   274,770.20  1,721,483.08   sFT  0.99995224   +0 13 55.5
 SB1093;UTM  10      - 5,107,509.223   717,976.580   MT  1.00018413   +2 01 54.9
 SB1093
 SB1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1093!SPC WA S     -   0.99986468  x   0.99995224  =   0.99981693
 SB1093!UTM  10      -   0.99986468  x   1.00018413  =   1.00004878
 SB1093
 SB1093|---------------------------------------------------------------------|
 SB1093| PID    Reference Object                     Distance      Geod. Az  |
 SB1093|                                                           dddmmss.s |
 SB1093| CF4537 BLUELIGHT RM 1                        9.455 METERS 07413     |
 SB1093| CF4536 BLUELIGHT AZ MK                                    2384644.7 |
 SB1093| CF4538 BLUELIGHT RM 2                        5.662 METERS 34100     |
 SB1093|---------------------------------------------------------------------|
 SB1093
 SB1093                          SUPERSEDED SURVEY CONTROL
 SB1093
 SB1093  NAD 83(1991)-  46 05 10.94364(N)    120 10 49.83039(W) AD(       ) 2
 SB1093  NAD 83(1986)-  46 05 10.94941(N)    120 10 49.82008(W) AD(       ) 2
 SB1093  NAD 27      -  46 05 11.48500(N)    120 10 45.65100(W) AD(       ) 2
 SB1093  NGVD 29 (07/19/86)  883.2    (m)         2898.     (f) VERT ANG       
 SB1093
 SB1093.Superseded values are not recommended for survey control.
 SB1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1093.See file dsdata.txt to determine how the superseded data were derived.
 SB1093
 SB1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS1797707509(NAD 83)
 SB1093_MARKER: DS = TRIANGULATION STATION DISK
 SB1093_SETTING: 80 = SET IN A BOULDER
 SB1093_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SB1093
 SB1093  HISTORY     - Date     Condition        Report By
 SB1093  HISTORY     - 1948     MONUMENTED       CGS
 SB1093  HISTORY     - 1964     GOOD             BPA
 SB1093  HISTORY     - 1970     GOOD             NGS
 SB1093  HISTORY     - 1971     GOOD             NGS
 SB1093
 SB1093                          STATION DESCRIPTION
 SB1093
 SB1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SB1093'THE STATION IS IN THE HORSE HEAVEN RANGE, 12-1/2 MILES SOUTHWEST
 SB1093'OF MABTON, 3 MILES NORTH OF BLUELIGHT, ON THE NORTHWEST SIDE OF
 SB1093'GLADE CREEK, AND ON A PROMINENT ROCKY POINT WHICH IS THE HIGHEST
 SB1093'POINT IN THE VICINITY.
 SB1093'
 SB1093'THE STATION IS A STANDARD DISK, STAMPED BLUELIGHT 1948, CEMENTED
 SB1093'IN A DRILL HOLE IN A BOULDER 20 INCHES IN DIAMETER, AND PROJECTING
 SB1093'6 INCHES.
 SB1093'
 SB1093'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BLUELIGHT
 SB1093'NO 1 1948, CEMENTED IN A DRILL HOLE IN A BOULDER 18 INCHES IN
 SB1093'DIAMETER, PROJECTING 4 INCHES, AND 6 INCHES LOWER THAN THE STATION.
 SB1093'
 SB1093'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BLUELIGHT
 SB1093'NO 2 1948, CEMENTED IN A DRILL HOLE IN A BOULDER 24 INCHES IN
 SB1093'DIAMETER, PROJECTING 14 INCHES, AND 18 INCHES LOWER THAN THE
 SB1093'STATION.
 SB1093'
 SB1093'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLUELIGHT 1948,
 SB1093'WELDED TO THE TOP OF A 1 INCH IRON PIPE PROJECTING 9 INCHES.  IT
 SB1093'IS IN A NORTH SOUTH FENCE LINE, 18 FEET NORTH OF A JOG IN THE
 SB1093'FENCE.  TO REACH FROM THE STATION FOLLOW THE FENCE LINE SOUTHEAST
 SB1093'ALONG THE CREST OF THE RIDGE FOR 0.8 MILE.
 SB1093'
 SB1093'TO REACH THE STATION FROM THE MABTON RAILROAD DEPOT GO SOUTH ON
 SB1093'HIGHWAY AS PER SIGN BICKLETON 29 FOR 7.9 MILES.  CONTINUE STRAIGHT
 SB1093'AHEAD FOR 10 MILES TO A CURVE JUST BEFORE REACHING FARM
 SB1093'BUILDINGS.  TURN RIGHT ON DIRT ROAD AND GO 0.6 MILE TO GATE IN
 SB1093'SADDLE.  PASS THROUGH GATE AND TURN RIGHT ALONG CREST OF RIDGE
 SB1093'FOR 1.8 MILES TO A GATE.  PASS THROUGH GATE AND TURN LEFT FOR
 SB1093'0.2 MILE TO THE HIGHEST POINT AND STATION.
 SB1093
 SB1093                          STATION RECOVERY (1964)
 SB1093
 SB1093'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1964
 SB1093'TO REACH FROM THE P.O. IN MABTON GO SOUTH ON MAIN STREET FOR 0.2
 SB1093'MILE TO STATE HIGHWAY 22.  CONTINUE SOUTH ON MAIN STREET FOR 7.9
 SB1093'MILES TO SUMMIT OF RIDGE, CONTINUE AHEAD ON OILED ROAD 11.0 MILES
 SB1093'TO A CURVE JUST BEFORE REACHING FARM BUILDINGS.  TURN RIGHT ON
 SB1093'DIRT ROAD AND GO 0.7 TO A GATE IN SADDLE.  PASS THRU GATE AND GO
 SB1093'AROUND TO LEFT OF GRAVEL PIT AND UP RIDGE FOR 0.3 MILE TO THE
 SB1093'AZIMUTH MARK ON RIGHT (IN FENCE LINE), 18 FEET FROM JOG IN
 SB1093'FENCE LINE.  CONTINUE EASTERLY ALONG CREST OF RIDGE FOR 0.8
 SB1093'MILE TO GATE.  PASS THRU GATE AND GO 0.2 MILE TO HIGHEST
 SB1093'POINT OF RIDGE AND STATION.  STATION AND REFERENCE MARKS
 SB1093'RECOVERED IN GOOD CONDITION.
 SB1093
 SB1093                          STATION RECOVERY (1970)
 SB1093
 SB1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (ROM)
 SB1093'BLUELIGHT NO 1 1948 GOOD - ALTHOUGH IT HAS CRACKS IN THE PLASTER
 SB1093'CAST
 SB1093'
 SB1093'BLUELIGHT NO 2 1948 FAIR - MOST OF PLASTER IS GONE AND SOME
 SB1093'SMALL LETTERS ARE BEGINNING TO WEAR OUT
 SB1093
 SB1093                          STATION RECOVERY (1971)
 SB1093
 SB1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SB1093'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 SB1093'RECOVERED IN GOOD CONDITION AND SOLID, ALTHOUGH SOME OF THE EXTRA
 SB1093'CEMENT AROUND THE DISKS HAS BEEN CHIPPED AWAY.  THE DISTANCE TO
 SB1093'REFERENCE MARK NO. 1 MEASURES 25 MILLIMETERS LONGER, AND THE ANGLE
 SB1093'BETWEEN THE AZIMUTH MARK AND REFERENCE MARK NO. 2 IS 4 MINUTES
 SB1093'LARGER THAN IN 1948.  THERE IS NO VISIBLE EVIDENCE OF ANY OF THE
 SB1093'MARKS HAVING BEEN DISTURBED.
 SB1093'
 SB1093'THE STATION IS IN THE HORSE HEAVEN HILLS, 12 MILES SOUTHWEST OF
 SB1093'MABTON, 3 MILES NORTH OF BLUELIGHT, ON THE NORTHWEST SIDE OF GLADE
 SB1093'CREEK AND ON A PROMINENT ROCKY POINT WHICH IS THE HIGH POINT IN
 SB1093'THE VICINITY.
 SB1093'
 SB1093'TO REACH FROM THE POST OFFICE IN MABTON, GO SOUTH ON MAIN STREET
 SB1093'FOR 0.2 MILE, CROSS STATE HIGHWAY 22 AND CONTINUE SOUTH ON THE
 SB1093'BLACKTOP ROAD 7.4 MILES TO THE SUMMIT OF THE RIDGE, CONTINUE
 SB1093'SOUTHERLY ON THE MAIN ROAD FOR 10.7 MILES TO A CURVE TO THE LEFT,
 SB1093'A DIRT ROAD RIGHT, ACROSS THE ROAD FROM FOUR STEEL GRAIN BINS AND
 SB1093'SOME FARM BUILDINGS.  THIS POINT IS 0.25 MILE NORTHEAST OF A
 SB1093'ROAD FORK (NAUGHT ROAD).  TURN RIGHT AND FOLLOW THE DIRT ROAD
 SB1093'NORTH ALONG A FENCE FOR 0.6 MILE TO A STEEL GATE ON THE LEFT
 SB1093'AND A WIRE GATE STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD,
 SB1093'FOLLOWING THE DIM ROAD AROUND THE LEFT SIDE OF A GRAVEL PIT,
 SB1093'THEN BEARING RIGHT TO A 30-DEGREE TURN IN THE FENCELINE AND
 SB1093'THE AZIMUTH MARK, TOTAL DISTANCE FROM GATE OF 0.25 MILE.
 SB1093'CONTINUE NORTHEAST AND EAST ON THE TRACK ROAD ALONG THE CREST
 SB1093'OF THE RIDGE FOR 0.8 MILE TO A GATE, PASS THROUGH THE GATE AND
 SB1093'GO NORTHEAST 0.2 MILE TO THE ROCKY POINT AND STATION.
 SB1093'
 SB1093'THE STATION MARK, STAMPED BLUELIGHT 1948, IS A STANDARD DISK SET
 SB1093'IN A BOULDER WHICH PROJECTS 4 INCHES ABOVE GROUND, NEAR THE
 SB1093'NORTHWEST END OF THE ROCKY RIDGE, 29 FEET NORTHWEST OF A CAIRN,
 SB1093'AND 4.5 FEET NORTHEAST OF THE APEX OF A 30-INCH, TRIANGULAR
 SB1093'SHAPED BOULDER WHICH IS LOCATED BETWEEN TWO 4-FOOT BOULDERS ABOUT
 SB1093'7 FEET APART.
 SB1093'
 SB1093'REFERENCE MARK NO. 1, STAMPED BLUELIGHT NO 1 1948, IS A STANDARD
 SB1093'DISK SET IN A 2-FOOT TRIANGULAR SHAPED BOULDER WHICH PROJECTS 6
 SB1093'INCHES.  IT IS 20 FEET NORTHEAST OF THE CAIRN AND ABOUT THE SAME
 SB1093'ELEVATION AS STATION.
 SB1093'
 SB1093'REFERENCE MARK NO. 2, STAMPED BLUELIGHT NO 2 1948, IS A STANDARD
 SB1093'DISK SET IN A 4X6-FOOT BOULDER WHICH PROJECTS 2 FEET.  IT IS ON
 SB1093'THE NORTH EDGE OF THE ROCKY POINT AND ABOUT 2 FEET LOWER THAN THE
 SB1093'STATION.
 SB1093'
 SB1093'THE AZIMUTH MARK, STAMPED BLUELIGHT 1948, IS A STANDARD DISK ON A
 SB1093'1 INCH PIPE WHICH PROJECTS 10 INCHES.  IT IS 19.4 FEET NORTHEAST
 SB1093'OF A 30 DEGREE TURN IN THE FENCELINE, 1 FOOT NORTHWEST OF THE
 SB1093'FENCE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 SB1093'
 SB1093'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SB1093'12 MILES SOUTHWEST OF MABTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1132 ***********************************************************************
 SW1132  DESIGNATION -  BLUESTEM
 SW1132  PID         -  SW1132
 SW1132  STATE/COUNTY-  WA/LINCOLN
 SW1132  USGS QUAD   -  BLUESTEM (1993)
 SW1132
 SW1132                         *CURRENT SURVEY CONTROL
 SW1132  ___________________________________________________________________
 SW1132* NAD 83(1991)-  47 30 32.50807(N)    118 08 40.40737(W)     ADJUSTED  
 SW1132* NAVD 88     -       746.2    (meters)    2448.     (feet)  VERTCON   
 SW1132  ___________________________________________________________________
 SW1132  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 SW1132  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 SW1132
 SW1132  HORZ ORDER  -  SECOND
 SW1132
 SW1132.The horizontal coordinates were established by classical geodetic methods
 SW1132.and adjusted by the National Geodetic Survey in December 1991..
 SW1132
 SW1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1132
 SW1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1132
 SW1132.The geoid height was determined by GEOID03.
 SW1132
 SW1132;                    North         East     Units Scale Factor Converg.
 SW1132;SPC WA N     -    60,133.124   702,505.672   MT  0.99999833   +2 00 06.7
 SW1132;SPC WA N     -   197,286.76  2,304,804.03   sFT  0.99999833   +2 00 06.7
 SW1132;UTM  11      - 5,262,368.099   413,814.717   MT  0.99969128   -0 50 38.5
 SW1132
 SW1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1132!SPC WA N     -   0.99988605  x   0.99999833  =   0.99988438
 SW1132!UTM  11      -   0.99988605  x   0.99969128  =   0.99957737
 SW1132
 SW1132:                Primary Azimuth Mark                     Grid Az
 SW1132:SPC WA N     -  BLUESTEM WEST GRAIN ELEVATOR             031 33 26.2
 SW1132:UTM  11      -  BLUESTEM WEST GRAIN ELEVATOR             034 24 11.4
 SW1132
 SW1132|---------------------------------------------------------------------|
 SW1132| PID    Reference Object                     Distance      Geod. Az  |
 SW1132|                                                           dddmmss.s |
 SW1132| SW1131 BLUESTEM WEST GRAIN ELEVATOR        APPROX. 2.4 KM 0333332.9 |
 SW1132| SW1128 BLUESTEM EAST GRAIN ELEVATOR        APPROX. 2.4 KM 0354808.4 |
 SW1132| CF1959 BLUESTEM RM 1                       127.440 METERS 07230     |
 SW1132| CF1961 BLUESTEM RM 3 AZIMUTH                              1084720.2 |
 SW1132| CF1958 BLUESTEM AZ MK                                     1093647.5 |
 SW1132| SV1311 SPRAGUE BELL TEL MICROWAVE TWR      APPROX.24.6 KM 1522307.4 |
 SW1132| CF1960 BLUESTEM RM 2                         6.312 METERS 15605     |
 SW1132| SW1262 MOHLER FAA RML MAST                 APPROX.18.7 KM 2393428.5 |
 SW1132|---------------------------------------------------------------------|
 SW1132
 SW1132                          SUPERSEDED SURVEY CONTROL
 SW1132
 SW1132  NAD 83(1986)-  47 30 32.51923(N)    118 08 40.39993(W) AD(       ) 2
 SW1132  NAD 27      -  47 30 32.95800(N)    118 08 36.50700(W) AD(       ) 2
 SW1132  NGVD 29 (07/19/86)  745.0    (m)         2444.     (f) VERT ANG       
 SW1132
 SW1132.Superseded values are not recommended for survey control.
 SW1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1132.See file dsdata.txt to determine how the superseded data were derived.
 SW1132
 SW1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN1381562368(NAD 83)
 SW1132_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1132_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1132
 SW1132  HISTORY     - Date     Condition        Report By
 SW1132  HISTORY     - 1950     MONUMENTED       CGS
 SW1132  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1132  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SW1132
 SW1132                          STATION DESCRIPTION
 SW1132
 SW1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1132'THE STATION IS LOCATED ON A HIGH POINT IN A CULTIVATED FIELD THAT
 SW1132'HAS A LONE TREE ON THE SAME HILL.  IT IS ABOUT 10 MILES AIRLINE
 SW1132'SOUTH OF DAVENPORT, ABOUT 12 MILES AIRLINE NORTHEAST OF HARRINGTON,
 SW1132'AND ABOUT 2 MILES AIRLINE SOUTH-SOUTHWEST OF BLUESTEM.  IT IS IN
 SW1132'MR. V. G. SHAWS WHEAT FIELD.
 SW1132'
 SW1132'THE STATION IS 165 FEET SOUTH-SOUTHWEST OF AN OLD FENCE LINE.  IT IS
 SW1132'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10
 SW1132'INCHES IN DIAMETER AND THE TOP OF THE POST IS 24 INCHES BELOW THE
 SW1132'SURFACE OF THE GROUND.  THE DISK IS STAMPED--BLUESTEM 1950.
 SW1132'
 SW1132'REFERENCE MARK NUMBER ONE IS 3.5 FEET WEST OF THE LONE TREE.  IT IS
 SW1132'A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 SW1132'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE DISK IS
 SW1132'STAMPED--BLUESTEM NO 1 1950.
 SW1132'
 SW1132'REFERENCE MARK NUMBER TWO IS A STANDARD DISK SET IN THE TOP OF A
 SW1132'ROUND CONCRETE POST THAT IS 8 INCHES IN DIAMETER AND THE TOP OF
 SW1132'THE POST IS 24 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS
 SW1132'STAMPED--BLUESTEM NO 2 1950.
 SW1132'
 SW1132'THE AZIMUTH MARK IS 54 FEET WEST OF THE CENTER LINE OF THE ROAD, 39
 SW1132'FEET NORTH OF A TELEPHONE POLE, AND 2 FEET EAST OF A WIRE FENCE.
 SW1132'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 SW1132'POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE DISK IS
 SW1132'STAMPED--BLUESTEM 1950.  TO REACH THE MARK FROM THE STATION GO
 SW1132'EAST AND NORTHEAST FOR 0.8 MILE TO A GATE IN THE FENCE AND THE
 SW1132'NORTH-SOUTH ROAD.  TURN RIGHT, SOUTH, AND GO 0.6 MILE TO THE
 SW1132'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 SW1132'
 SW1132'THE SUBSTITUTE STATION IS THE CENTER OF THE BASE OF THE LONE TREE.
 SW1132'IT IS 1.18 METERS LOWER THAN THE STATION.
 SW1132'
 SW1132'TO REACH THE STATION FROM THE RAILROAD OVERPASS IN THE WEST EDGE OF
 SW1132'BLUESTEM GO SOUTH FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK,
 SW1132'SOUTH, AND GO 0.8 MILE TO A FIELD ENTRANCE ON THE RIGHT.  TURN
 SW1132'RIGHT AND GO ACROSS THE FIELD, SOUTHWEST AND WEST, FOR 0.8 MILE TO
 SW1132'THE LONE TREE AND THE STATION IS ON THE HIGH POINT TO THE WEST OF
 SW1132'THE TREE AS DESCRIBED.
 SW1132'
 SW1132'HEIGHT OF LIGHT ABOVE STATION MARK 1.96 METERS.
 SW1132
 SW1132                          STATION RECOVERY (1965)
 SW1132
 SW1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1132'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED, BY THE LONE TREE
 SW1132'AND A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.  THE
 SW1132'STATION MARK AND REFERENCE MARK NO. 2 WERE NOT DUG FOR, BUT THEY
 SW1132'COULD UNDOUBTEDLY BE FOUND FROM REFERENCE MARK NO. 1.
 SW1132'
 SW1132'THE AZIMUTH MARK WAS NOT FOUND.  THE ONLY OBJECT MEASURED FROM,
 SW1132'THAT REMAINS, IS THE CENTER OF THE ROAD, AND 54 FEET WEST OF THE
 SW1132'ROAD THE LAND IS IN CULTIVATION.
 SW1132
 SW1132                          STATION RECOVERY (1972)
 SW1132
 SW1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SW1132'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED.  THE
 SW1132'AZIMUTH MARK WAS NOT FOUND.  R.M. 3 WAS ESTABLISHED TO REPLACE THE
 SW1132'AZIMUTH MARK.
 SW1132'
 SW1132'THE STATION IS ABOUT 16 MILES NORTH-NORTHWEST OF SPRAGUE, 10 MILES
 SW1132'SOUTH OF DAVENPORT, 6 MILES EAST-NORTHEAST OF HARRINGTON, ON A
 SW1132'HIGH POINT IN A CULTIVATED FIELD IN THE NORTHEAST CORNER OF SECTION
 SW1132'9, T 23 N R 37 E AND ON PROPERTY OWNED BY CLIFF TEEL.
 SW1132'
 SW1132'REACHED FROM THE RAILROAD OVERPASS WHICH IS ABOUT 1/4 MILE WEST OF
 SW1132'THE GRAIN ELEVATORS IN BLUESTEM, BY GOING SOUTH 0.15 MILE, KEEP
 SW1132'RIGHT FORK AND CONTINUE SOUTH 1.2 MILES TO THE BOTTOM OF A HILL,
 SW1132'(FROM HERE R.M. 3 (AZI MK) IS 0.15 MILE SOUTH ON THE SUMMIT OF THE
 SW1132'NEXT HILL), TURN RIGHT AND GO WEST 0.5 MILE ACROSS A CULTIVATED
 SW1132'FIELD TO A LONE TREE AT THE NORTHWEST CORNER OF THE FIELD AND
 SW1132'REFERENCE MARK NO. 1.
 SW1132'
 SW1132'THE STATION MARK, STAMPED BLUESTEM 1950, IS A STANDARD DISK SET IN
 SW1132'CONCRETE 1.5 FEET BELOW GROUND ON THE SUMMIT OF THE FLAT,
 SW1132'CULTIVATED HILL.  BEST WAY TO LOCATE THE MARK WOULD BE TO TURN THE
 SW1132'ANGLE AND MEASURE THE DISTANCE FROM REFERENCE MARK NO. 1.
 SW1132'
 SW1132'REFERENCE MARK NO. 1, STAMPED BLUESTEM NO 1 1950, IS A STANDARD
 SW1132'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SW1132'ABOUT 9 FEET LOWER THAN THE STATION, 4 FEET WEST OF THE LONE TREE
 SW1132'AND 1 FOOT WEST OF A METAL WITNESS POST.
 SW1132'
 SW1132'REFERENCE MARK NO. 2, STAMPED BLUESTEM NO 2 1950, IS A STANDARD
 SW1132'DISK SET IN CONCRETE 1.8 FEET BELOW GROUND IN THE CULTIVATED FIELD.
 SW1132'
 SW1132'THE AZIMUTH MARK, STAMPED BLUESTEM 1950 NO 3 1972, IS A REFERENCE
 SW1132'MARK DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, ON
 SW1132'THE SUMMIT OF A KNOLL, 25 YARDS SOUTH OF THE NORTH END OF A CUT
 SW1132'BANK ON THE WEST SIDE OF THE ROAD, 38 FEET WEST OF THE CENTER OF
 SW1132'THE ROAD, 7 FEET WEST OF THE TOP EDGE OF THE CUT BANK AND 1 FOOT
 SW1132'NORTH OF A METAL WITNESS POST.
 SW1132'
 SW1132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 10 MILES SOUTH OF
 SW1132'DAVENPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1128 ***********************************************************************
 SW1128  DESIGNATION -  BLUESTEM EAST GRAIN ELEVATOR
 SW1128  PID         -  SW1128
 SW1128  STATE/COUNTY-  WA/LINCOLN
 SW1128  USGS QUAD   -  OMANS (1993)
 SW1128
 SW1128                         *CURRENT SURVEY CONTROL
 SW1128  ___________________________________________________________________
 SW1128* NAD 83(1991)-  47 31 36.83130(N)    118 07 31.90289(W)     ADJUSTED  
 SW1128* NAVD 88     -                                                        
 SW1128  ___________________________________________________________________
 SW1128  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 SW1128  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 SW1128
 SW1128  HORZ ORDER  -  THIRD
 SW1128
 SW1128.The horizontal coordinates were established by classical geodetic methods
 SW1128.and adjusted by the National Geodetic Survey in December 1991..
 SW1128
 SW1128
 SW1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1128
 SW1128.The geoid height was determined by GEOID03.
 SW1128
 SW1128;                    North         East     Units Scale Factor Converg.
 SW1128;SPC WA N     -    62,168.671   703,868.373   MT  0.99999509   +2 00 57.7
 SW1128;SPC WA N     -   203,965.05  2,309,274.82   sFT  0.99999509   +2 00 57.7
 SW1128;UTM  11      - 5,264,332.870   415,276.359   MT  0.99968821   -0 49 48.8
 SW1128
 SW1128                          SUPERSEDED SURVEY CONTROL
 SW1128
 SW1128  NAD 83(1986)-  47 31 36.84241(N)    118 07 31.89556(W) AD(       ) 4
 SW1128  NAD 27      -  47 31 37.28100(N)    118 07 28.00300(W) AD(       ) 3
 SW1128
 SW1128.Superseded values are not recommended for survey control.
 SW1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1128.See file dsdata.txt to determine how the superseded data were derived.
 SW1128
 SW1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN1527664333(NAD 83)
 SW1128
 SW1128  HISTORY     - Date     Condition        Report By
 SW1128  HISTORY     - 1950     MONUMENTED       CGS
 SW1128  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1128
 SW1128                          STATION DESCRIPTION
 SW1128
 SW1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1128'THE STATION IS LOCATED AT THE NORTHEAST END OF THE RAILROAD SIDING
 SW1128'OF BLUESTEM, ABOUT 9 MILES AIRLINE SOUTH OF DAVENPORT AND ABOUT 7
 SW1128'MILES AIRLINE NORTHEAST OF HARRINGTON.
 SW1128'
 SW1128'THE STATION IS A CONCRETE GRAIN ELEVATOR THAT IS ABOUT 50 FEET SOUTH
 SW1128'OF THE MAIN RAILROAD TRACKS AND ABOUT 100 YARDS EAST OF A SHEET
 SW1128'METAL COVERED GRAIN ELEVATOR.  THE POINT INTERSECTED WAS THE CENTER
 SW1128'AND TOP OF THE HIGHEST PART OF THE BUILDING WHICH IS ABOUT 140
 SW1128'FEET ABOVE THE GROUND.
 SW1128
 SW1128                          STATION RECOVERY (1965)
 SW1128
 SW1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1128'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1131 ***********************************************************************
 SW1131  DESIGNATION -  BLUESTEM WEST GRAIN ELEVATOR
 SW1131  PID         -  SW1131
 SW1131  STATE/COUNTY-  WA/LINCOLN
 SW1131  USGS QUAD   -  BLUESTEM (1993)
 SW1131
 SW1131                         *CURRENT SURVEY CONTROL
 SW1131  ___________________________________________________________________
 SW1131* NAD 83(1991)-  47 31 37.70146(N)    118 07 36.55145(W)     ADJUSTED  
 SW1131* NAVD 88     -                                                        
 SW1131  ___________________________________________________________________
 SW1131  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 SW1131  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 SW1131
 SW1131  HORZ ORDER  -  THIRD
 SW1131
 SW1131.The horizontal coordinates were established by classical geodetic methods
 SW1131.and adjusted by the National Geodetic Survey in December 1991..
 SW1131
 SW1131
 SW1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1131
 SW1131.The geoid height was determined by GEOID03.
 SW1131
 SW1131;                    North         East     Units Scale Factor Converg.
 SW1131;SPC WA N     -    62,192.108   703,770.250   MT  0.99999505   +2 00 54.2
 SW1131;SPC WA N     -   204,041.94  2,308,952.90   sFT  0.99999505   +2 00 54.2
 SW1131;UTM  11      - 5,264,361.142   415,179.550   MT  0.99968841   -0 49 52.3
 SW1131
 SW1131                          SUPERSEDED SURVEY CONTROL
 SW1131
 SW1131  NAD 83(1986)-  47 31 37.71259(N)    118 07 36.54409(W) AD(       ) 4
 SW1131  NAD 27      -  47 31 38.15200(N)    118 07 32.65200(W) AD(       ) 3
 SW1131
 SW1131.Superseded values are not recommended for survey control.
 SW1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1131.See file dsdata.txt to determine how the superseded data were derived.
 SW1131
 SW1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN1518064361(NAD 83)
 SW1131
 SW1131  HISTORY     - Date     Condition        Report By
 SW1131  HISTORY     - 1950     MONUMENTED       CGS
 SW1131  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1131
 SW1131                          STATION DESCRIPTION
 SW1131
 SW1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1131'THE STATION IS LOCATED AT THE NORTHEAST END OF THE RAILROAD SIDING
 SW1131'OF BLUESTEM, ABOUT 9 MILES AIRLINE SOUTH OF DAVENPORT AND ABOUT 7
 SW1131'MILES AIRLINE NORTHEAST OF HARRINGTON.
 SW1131'
 SW1131'THE STATION IS A SHEET METAL COVERED BUILDING THAT IS ABOUT 50 FEET
 SW1131'SOUTH OF THE MAIN RAILROAD TRACKS AND ABOUT 100 YARDS WEST OF A
 SW1131'CONCRETE GRAIN ELEVATOR.  THE POINT INTERSECTED WAS THE CENTER AND
 SW1131'TOP OF THE HIGHEST PART OF THE BUILDING WHICH IS ABOUT 120 FEET ABOVE
 SW1131'THE GROUND.
 SW1131
 SW1131                          STATION RECOVERY (1965)
 SW1131
 SW1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1131'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0851 ***********************************************************************
 SY0851  DESIGNATION -  BLUFF
 SY0851  PID         -  SY0851
 SY0851  STATE/COUNTY-  WA/PIERCE
 SY0851  USGS QUAD   -  TACOMA NORTH (1994)
 SY0851
 SY0851                         *CURRENT SURVEY CONTROL
 SY0851  ___________________________________________________________________
 SY0851* NAD 83(1991)-  47 17 31.53582(N)    122 29 45.01802(W)     ADJUSTED  
 SY0851* NAVD 88     -        24.689  (meters)      81.00   (feet)  ADJUSTED  
 SY0851  ___________________________________________________________________
 SY0851  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 SY0851  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY0851  DYNAMIC HT  -          24.693 (meters)      81.01  (feet)  COMP
 SY0851  MODELED GRAV-     980,773.6   (mgal)                       NAVD 88
 SY0851
 SY0851  HORZ ORDER  -  SECOND
 SY0851  VERT ORDER  -  FIRST     CLASS I
 SY0851
 SY0851.The horizontal coordinates were established by classical geodetic methods
 SY0851.and adjusted by the National Geodetic Survey in December 1991..
 SY0851
 SY0851.The orthometric height was determined by differential leveling
 SY0851.and adjusted by the National Geodetic Survey in June 1991..
 SY0851.WARNING-Repeat measurements at this control monument indicate possible
 SY0851.vertical movement.
 SY0851
 SY0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0851
 SY0851.The geoid height was determined by GEOID03.
 SY0851
 SY0851.The dynamic height is computed by dividing the NAVD 88
 SY0851.geopotential number by the normal gravity value computed on the
 SY0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0851.degrees latitude (g = 980.6199 gals.).
 SY0851
 SY0851.The modeled gravity was interpolated from observed gravity values.
 SY0851
 SY0851;                    North         East     Units Scale Factor Converg.
 SY0851;SPC WA S     -   219,634.924   349,051.262   MT  0.99999082   -1 26 59.2
 SY0851;SPC WA S     -   720,585.58  1,145,179.02   sFT  0.99999082   -1 26 59.2
 SY0851;SPC WA N     -    33,834.211   374,251.361   MT  1.00004526   -1 14 16.0
 SY0851;SPC WA N     -   111,004.41  1,227,856.34   sFT  1.00004526   -1 14 16.0
 SY0851;UTM  10      - 5,237,747.450   538,119.753   MT  0.99961786   +0 22 13.7
 SY0851
 SY0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0851!SPC WA S     -   0.99999967  x   0.99999082  =   0.99999049
 SY0851!SPC WA N     -   0.99999967  x   1.00004526  =   1.00004493
 SY0851!UTM  10      -   0.99999967  x   0.99961786  =   0.99961753
 SY0851
 SY0851|---------------------------------------------------------------------|
 SY0851| PID    Reference Object                     Distance      Geod. Az  |
 SY0851|                                                           dddmmss.s |
 SY0851| SY2730 TARGET                              158.935 METERS 01635     |
 SY0851| SY0850 BLUFF AZ MK                         319.362 METERS 13851     |
 SY0851| CE3369 BLUFF RM 3                           14.776 METERS 22244     |
 SY0851| SY0852 BLUFF RM 4                           24.123 METERS 27605     |
 SY0851| SY2948 RUSTON AMERICAN SMELTING STACK      APPROX. 1.0 KM 3013857.8 |
 SY0851| SY0853 BLUFF RM 2                           57.901 METERS 31033     |
 SY0851| SY2952 DALCO 1976                          APPROX. 4.9 KM 3403629.2 |
 SY0851|---------------------------------------------------------------------|
 SY0851
 SY0851                          SUPERSEDED SURVEY CONTROL
 SY0851
 SY0851  NAD 83(1986)-  47 17 31.53025(N)    122 29 45.03199(W) AD(       ) 2
 SY0851  NAD 27      -  47 17 32.17200(N)    122 29 40.58300(W) AD(       ) 2
 SY0851  NGVD 29 (??/??/??)   23.635  (m)           77.54   (f) ADJUSTED    1 1
 SY0851
 SY0851.Superseded values are not recommended for survey control.
 SY0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0851.See file dsdata.txt to determine how the superseded data were derived.
 SY0851
 SY0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3812037747(NAD 83)
 SY0851_MARKER: DS = TRIANGULATION STATION DISK
 SY0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0851_STAMPING: BLUFF 1935
 SY0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0851+STABILITY: SURFACE MOTION
 SY0851
 SY0851  HISTORY     - Date     Condition        Report By
 SY0851  HISTORY     - 1935     MONUMENTED       CGS
 SY0851  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY0851  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY0851  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY0851  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 SY0851  HISTORY     - 1973     GOOD             NGS
 SY0851  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY0851  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY0851  HISTORY     - 1978     GOOD             NOS
 SY0851  HISTORY     - 1988     GOOD             USPSQD
 SY0851  HISTORY     - 1989     GOOD             USPSQD
 SY0851  HISTORY     - 1989     GOOD             USPSQD
 SY0851  HISTORY     - 20030207 GOOD             USPSQD
 SY0851
 SY0851                          STATION DESCRIPTION
 SY0851
 SY0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY0851'STATION IS LOCATED ON THE S SHORE OF COMMENCEMENT BAY, IN PUGET
 SY0851'SOUND, ABOUT 5/8 MILE EASTWARD OF THE TACOMA SMELTER STACK, ON
 SY0851'GRAVEL BLUFF, 65 FEET HIGH.  THIS BLUFF IS ABOVE THE UPPER RAILROAD
 SY0851'TRACK LEVEL.  THERE IS AN UNIMPROVED ROAD AT STATION LEVEL.  THERE
 SY0851'IS HIGHER GROUND ABOVE THE STATION.  THE STATION IS APPROXIMATELY IN
 SY0851'BACK OF THE DEFIANCE LUMBER COMPANY MILL.
 SY0851'
 SY0851'STATION MARK IS A STANDARD BRONZE DISK STAMPED BLUFF 1935, SET IN A
 SY0851'CONCRETE CYLINDER, 3-1/2 FEET DEEP, FLUSH WITH THE GROUND SURFACE,
 SY0851'2 METERS FROM EDGE OF BLUFF (TO RAILROAD LEVEL) AND 3 METERS FROM
 SY0851'EDGE OF ROAD TO SOUTHWARD.  NO REFERENCE MARK.
 SY0851
 SY0851                          STATION RECOVERY (1952)
 SY0851
 SY0851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY0851'A STANDARD DISK SET IN A CONCRETE POST, STAMPED BLUFF 1935, ALONG
 SY0851'THE E EDGE OF GRAVEL ROAD (WATER STREET), AND ABOUT FRONTING HOUSE
 SY0851'NUMBER 4652.  THE CUT-BANK OF ROAD NEARLY BARES THE SIDE OF POST.
 SY0851'OTHER INFORMATION OF ORIGINAL DESCRIPTION IS STILL PERTINENT.
 SY0851'ESTABLISHED AZIMUTH MARK, A STANDARD REFERENCE DISK BRAZED ONTO
 SY0851'4-FOOT LENGTH OF BRONZE PIPE, STAMPED BLUFF AZI 1952.  AZIMUTH MARK
 SY0851'IS SITUATED 0.2 MILE S ALONG WATER STREET, ABOUT 80 FEET NE OF
 SY0851'PAVED DRIVEWAY LEADING TO 4320 WATER STREET, 24 FEET E OF CENTER LINE
 SY0851'OF WATER STREET, AND ON EDGE OF BLUFF ABOVE RAILROAD TRACK.
 SY0851'
 SY0851'REFERENCE MARK IS A STANDARD DISK BRAZED ON 4-FOOT SECTION OF BRONZE
 SY0851'PIPE, SITUATED BETWEEN WATER STREET (ON THE BANK) AND THE RAILROAD.
 SY0851'IT IS FLUSH WITH THE GROUND AND NOT STAMPED.
 SY0851'
 SY0851'REFERENCE MARK FOR STATION TARGET IS AT BASE OF BLUFF BETWEEN
 SY0851'RAILROAD AND RUSTON WAY.  IT IS A STANDARD DISK BRAZED ON SECTION
 SY0851'OF BRONZE TUBING SET IN A MASS OF CONCRETE.
 SY0851
 SY0851                          STATION RECOVERY (1965)
 SY0851
 SY0851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY0851'RECOVERED AS DESCRIBED.  ADDITIONAL INFORMATION FOLLOWS--
 SY0851'
 SY0851'THE STATION MARK IS 49 FEET EAST-NORTHEAST OF THE FIRST POWER POLE
 SY0851'SOUTHEAST OF THE DRIVEWAY INTO 4652 WATERVIEW AVENUE AND 23 FEET
 SY0851'SOUTHEAST OF THE CENTER OF THE DRIVEWAY EXTENDED.  A METAL WITNESS
 SY0851'POST WAS SET 1 FOOT NORTH OF THE MARK.
 SY0851'
 SY0851'THE REFERENCE MARK IS NOT STAMPED AND THE ARROW ON THE DISK POINTS
 SY0851'IN THE DIRECTION OF THE NORTHWEST RANGE LINE AND NOT TOWARD THE
 SY0851'STATION.  THE MARK IS 26 FEET NORTHEAST OF THE CENTER OF THE ROAD,
 SY0851'15 FEET NORTHWEST OF A TELEPHONE POLE, AND 12 FEET SOUTHWEST OF
 SY0851'THE OF THE REAR RANGE MARKER.
 SY0851'
 SY0851'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BLUFF AZ1
 SY0851'1952.  IT IS 90 FEET NORTH OF THE CENTER OF THE BLACKTOP DRIVEWAY AT
 SY0851'4320 WATERVIEW AVENUE, 63-1/2 FEET EAST OF A POWER POLE WITH A
 SY0851'TRANSFORMER, 59 FEET SOUTHEAST OF THE PROLONGATION OF THE SOUTH
 SY0851'SIDE OF THE HOUSE AT 4408 WATERVIEW AVENUE, 30 FEET NORTHEAST OF THE
 SY0851'CENTER OF WATERVIEW AVENUE, 8 FEET SOUTHWEST OF THE EDGE OF THE
 SY0851'BLUFF, AND ABOUT 2 INCHES BELOW GROUND.  A METAL WITNESS POST WAS
 SY0851'SET 1 FOOT SOUTHEAST OF THE MARK.
 SY0851
 SY0851                          STATION RECOVERY (1972)
 SY0851
 SY0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SY0851'THE STATION MARK, THE AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 SY0851'RECOVERED IN GOOD CONDITION.  A PORTION OF THE SOUTHWEST SIDE OF THE
 SY0851'STATION MARK IS EXPOSED AS REPORTED IN 1952 AND AGAIN RECENTLY,
 SY0851'BUT THE MARK IS IN NO PARTICULAR DANGER OF DESTRUCTION FROM EROSION.
 SY0851'R.M. NO. 2 IS OF LIMITED VALUE AS A REFERENCE MARK, BEING OVER 150
 SY0851'FEET FROM THE STATION AND AN ESTIMATED 20 TO 30 FEET LOWER WITH
 SY0851'BRUSH GROWING THE WHOLE DISTANCE.  TWO NEW REFERENCE MARKS WERE
 SY0851'ESTABLISHED.
 SY0851'
 SY0851'THE STATION IS ON THE SOUTHWEST SIDE OF COMMENCEMENT BAY, AND ACROSS
 SY0851'WATERVIEW AVENUE FROM HOUSE NO. 4652 WATERVIEW AVE. IN N. TACOMA.
 SY0851'
 SY0851'THE STATION MARK, STAMPED BLUFF 1935, IS A STANDARD DISK SET IN
 SY0851'CONCRETE FLUSH WITH THE GROUND, ON A BANK ABOUT 4 FEET HIGHER THAN
 SY0851'THE ROAD, 49 FEET EAST OF THE FIRST POWER POLE SOUTHEAST OF THE
 SY0851'DRIVEWAY INTO HOUSE NO. 4652 WATERVIEW AVE, 44.5 FEET SOUTHEAST OF
 SY0851'TELEGRAPH POLE NO. 4601, 23 FEET NORTHEAST OF THE CENTER OF
 SY0851'WATERVIEW AVE., 23 FEET SOUTHEAST OF THE EXTENDED CENTERLINE OF
 SY0851'THE DRIVEWAY AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 SY0851'
 SY0851'REFERENCE MARK NO. 2 IS AN UNSTAMPED REFERENCE MARK DISK SET ON A
 SY0851'PIPE AND BURIED ABOUT 8 INCHES.  THE ARROW POINTS IN THE DIRECTION
 SY0851'OF THE NORTHWEST RANGE LINE AND NOT IN THE DIRECTION OF THE STATION.
 SY0851'THE MARK IS 26 FEET NORTHEAST OF THE CENTER OF WATERVIEW AVE., 15
 SY0851'FEET NORTHWEST OF A TELEPHONE POLE, 12 FEET SOUTHWEST OF THE REAR
 SY0851'RANGE MARKER AND ON LINE WITH THE TWO RANGE MARKERS, WHICH ARE
 SY0851'USED BY BOATS TO MARK THE NORTHWEST END OF A MEASURED NAUTICAL
 SY0851'MILE.
 SY0851'
 SY0851'REFERENCE MARK NO. 3, STAMPED BLUFF 1935 NO 3 1972, IS A STANDARD
 SY0851'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 SY0851'29 FEET SOUTHEAST OF THE CENTER OF THE DRIVEWAY TO HOUSE NO. 4652, 26
 SY0851'FEET SOUTHWEST OF THE CENTER OF THE STREET AND 4 FEET SOUTHEAST OF
 SY0851'THE FIRST POWER POLE SOUTHEAST OF THE DRIVEWAY.
 SY0851'
 SY0851'REFERENCE MARK NO. 4, STAMPED BLUFF 1935 NO 4 1972, IS A STANDARD
 SY0851'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 SY0851'35 FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY, 21 FEET SOUTHWEST
 SY0851'OF THE CENTER OF THE STREET, 1 FOOT SOUTHEAST OF A METAL WITNESS
 SY0851'POST AND AT THE FOOT OF A BANK.
 SY0851'
 SY0851'THE AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF THE STATION, 90 FEET NORTH
 SY0851'OF THE CENTER OF THE BLACKTOP DRIVEWAY INTO HOUSE NO. 4320
 SY0851'WATERVIEW AVE, 63-1/2 FEET EAST OF A POWER POLE WITH A TRANSFORMER,
 SY0851'59 FEET SOUTHEAST OF THE PROJECTED SOUTH SIDE OF HOUSE NO. 4408
 SY0851'WATERVIEW AVE., 30 FEET NORTHEAST OF THE CENTER OF THE AVENUE, 8 FEET
 SY0851'SOUTHWEST OF THE EDGE OF THE BLUFF, 1 FOOT NORTHWEST OF A METAL
 SY0851'WITNESS POST AND ABOUT 2 INCHES BELOW GROUND.  THE MARK IS A
 SY0851'REFERENCE MARK DISK STAMPED BLUFF AZI 1952.
 SY0851'
 SY0851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN TACOMA.
 SY0851
 SY0851                          STATION RECOVERY (1972)
 SY0851
 SY0851'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (DAB)
 SY0851'BLUFF 1935 VULNERABLE
 SY0851'
 SY0851'CONCRETE POST IN TOP OF CUT-BANK WATERVIEW STREET.  POST PARTIALLY
 SY0851'EXPOSED.  FUTURE SLOPE GRADING, IF ANY, WILL DISTURB MONUMENT.
 SY0851
 SY0851                          STATION RECOVERY (1973)
 SY0851
 SY0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0851'0.95 MI SE FROM TACOMA.
 SY0851'0.95 MILE SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0851'EAST END OF NELSON BENNETT TUNNEL NO. 2 AT TACOMA, 0.55 MILE NORTHWEST
 SY0851'OF A RAILROAD BRIDGE OVER NORTH 40TH STREET, 0.2 MILE SOUTHEAST OF A
 SY0851'RAILROAD BRIDGE OVER NORTH 49TH STREET, AT THE SUMMIT OF A HILL, ABOUT
 SY0851'85 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 24
 SY0851'FEET NORTHEAST OF THE CENTER LINE OF WATERVIEW STREET, 38 FEET EAST OF
 SY0851'THE CENTER OF THE JUNCTION OF A DRIVEWAY TO 4652 WATERVIEW STREET, 50
 SY0851'FEET NORTHEAST AND ACROSS THE STREET FROM POWER POLE 4652, 47 FEET
 SY0851'SOUTHEAST OF TELEPHONE POLE 4601, 1.5 FEET SOUTH OF A WITNESS POST,
 SY0851'ABOUT 50 FEET HIGHER THAN THE TRACK, ABOUT 3 1/2 FEET HIGHER THAN THE
 SY0851'STREET, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SY0851'1/4, SEC 24, T21N, R 2E.
 SY0851
 SY0851                          STATION RECOVERY (1974)
 SY0851
 SY0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (MHF)
 SY0851'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 SY0851'DESCRIBED BY H.J.S. IN 1965.  NO SEARCH WAS MADE FOR THE AZIMUTH
 SY0851'MARK.
 SY0851
 SY0851                          STATION RECOVERY (1976)
 SY0851
 SY0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY0851'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED IN
 SY0851'GOOD CONDITION AS DESCRIBED IN 1972 EXCEPT THAT REFERENCE MARK
 SY0851'(1952) WAS DESCRIBED AS REFERENCE MARK 2.  A POSITION WAS
 SY0851'DETERMINED FOR THE AZIMUTH MARK.
 SY0851'
 SY0851'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 SY0851'
 SY0851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT TACOMA.
 SY0851
 SY0851                          STATION RECOVERY (1978)
 SY0851
 SY0851'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY0851'THE STATION, REFERENCE MARKS 2, 3, 4 AND THE AZIMUTH MARK WERE
 SY0851'RECOVERED AS DESCRIBED BY L.F.S. IN 1972.
 SY0851'
 SY0851'THE HEIGHT OF THE SIGNAL WAS 1.7 METERS.
 SY0851
 SY0851                          STATION RECOVERY (1988)
 SY0851
 SY0851'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0851'RECOVERED IN GOOD CONDITION.
 SY0851
 SY0851                          STATION RECOVERY (1989)
 SY0851
 SY0851'RECOVERY NOTE BY US POWER SQUADRON 1989 (PH)
 SY0851'RECOVERED IN GOOD CONDITION.
 SY0851
 SY0851                          STATION RECOVERY (1989)
 SY0851
 SY0851'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJS)
 SY0851'RECOVERED IN GOOD CONDITION.
 SY0851
 SY0851                          STATION RECOVERY (2003)
 SY0851
 SY0851'RECOVERY NOTE BY US POWER SQUADRON 2003 (JV)
 SY0851'DESIGNATION-BLUFF USCGS 1935. NEAR 4652 WATERVIEW AVE. THE SMELTER
 SY0851'STACK IS GONE. LAT.N47DEGREES 52.8MINS LONG W122DEGREES 29.754MINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0594 ***********************************************************************
 SD0594  DESIGNATION -  BLUFF
 SD0594  PID         -  SD0594
 SD0594  STATE/COUNTY-  WA/PACIFIC
 SD0594  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0594
 SD0594                         *CURRENT SURVEY CONTROL
 SD0594  ___________________________________________________________________
 SD0594* NAD 83(1991)-  46 18 26.60492(N)    124 01 50.54161(W)     ADJUSTED  
 SD0594* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 SD0594  ___________________________________________________________________
 SD0594  LAPLACE CORR-          13.92  (seconds)                    DEFLEC99
 SD0594  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SD0594
 SD0594  HORZ ORDER  -  THIRD
 SD0594
 SD0594.The horizontal coordinates were established by classical geodetic methods
 SD0594.and adjusted by the National Geodetic Survey in December 1991..
 SD0594
 SD0594.The orthometric height was scaled from a topographic map.
 SD0594
 SD0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0594
 SD0594.The geoid height was determined by GEOID03.
 SD0594
 SD0594;                    North         East     Units Scale Factor Converg.
 SD0594;SPC WA S     -   114,351.690   228,129.211   MT  0.99992628   -2 33 52.9
 SD0594;SPC WA S     -   375,168.84    748,453.92   sFT  0.99992628   -2 33 52.9
 SD0594;SPC OR N     -   299,406.626 2,228,079.696   MT  1.00009276   -2 30 14.1
 SD0594;SPC OR N     -   982,305.20  7,309,972.76   iFT  1.00009276   -2 30 14.1
 SD0594;UTM  10      - 5,128,717.777   420,633.347   MT  0.99967743   -0 44 43.1
 SD0594
 SD0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0594!SPC WA S     -   1.00000113  x   0.99992628  =   0.99992741
 SD0594!SPC OR N     -   1.00000113  x   1.00009276  =   1.00009389
 SD0594!UTM  10      -   1.00000113  x   0.99967743  =   0.99967856
 SD0594
 SD0594:                Primary Azimuth Mark                     Grid Az
 SD0594:SPC WA S     -  WALLICUT USE 1913                        084 57 05.5
 SD0594:SPC OR N     -  WALLICUT USE 1913                        084 53 26.7
 SD0594:UTM  10      -  WALLICUT USE 1913                        083 07 55.7
 SD0594
 SD0594|---------------------------------------------------------------------|
 SD0594| PID    Reference Object                     Distance      Geod. Az  |
 SD0594|                                                           dddmmss.s |
 SD0594| SC2255 WALLICUT USE 1913                   APPROX. 3.2 KM 0822312.6 |
 SD0594|---------------------------------------------------------------------|
 SD0594
 SD0594                          SUPERSEDED SURVEY CONTROL
 SD0594
 SD0594  NAD 83(1991)-  46 18 26.60485(N)    124 01 50.54161(W) AD(       ) 3
 SD0594  NAD 83(1986)-  46 18 26.60819(N)    124 01 50.51558(W) AD(       ) 3
 SD0594  NAD 27      -  46 18 27.24960(N)    124 01 45.95520(W) AD(       ) 3
 SD0594
 SD0594.Superseded values are not recommended for survey control.
 SD0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0594.See file dsdata.txt to determine how the superseded data were derived.
 SD0594
 SD0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2063328718(NAD 83)
 SD0594
 SD0594  HISTORY     - Date     Condition        Report By
 SD0594  HISTORY     - 1913     MONUMENTED       USE
 SD0594  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0594
 SD0594                          STATION DESCRIPTION
 SD0594
 SD0594'DESCRIBED BY US ENGINEERS 1913
 SD0594'SEE STATION BLUFF 2 FOR ORIGINAL DESCRIPTION.
 SD0594
 SD0594                          STATION RECOVERY (1951)
 SD0594
 SD0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SD0594'STATION WAS ORIGINALLY DESCRIBED AS R. M. NO. 2 FOR STATION BLUFF
 SD0594'2, 1926 WITH DISTANCES AND DIRECTION FROM THAT STATION, HOWEVER
 SD0594'THE MEASURED DISTANCE IN FEET AND METERS DOES NOT COMPARE.  THE
 SD0594'61 METER DISTANCE WOULD PUT THE STATION ABOUT 20 METERS OVER THE
 SD0594'BLUFF.  A THOROUGH SEARCH WAS MADE AT 102 FEET AND THE STATION
 SD0594'COULD NOT BE FOUND.  STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0760 ***********************************************************************
 SD0760  DESIGNATION -  BLUFF
 SD0760  PID         -  SD0760
 SD0760  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0760  USGS QUAD   -  MOCLIPS (1994)
 SD0760
 SD0760                         *CURRENT SURVEY CONTROL
 SD0760  ___________________________________________________________________
 SD0760* NAD 83(1991)-  47 11 17.39659(N)    124 11 57.62220(W)     ADJUSTED  
 SD0760* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SD0760  ___________________________________________________________________
 SD0760  LAPLACE CORR-           8.61  (seconds)                    DEFLEC99
 SD0760  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 SD0760
 SD0760  HORZ ORDER  -  THIRD
 SD0760
 SD0760.The horizontal coordinates were established by classical geodetic methods
 SD0760.and adjusted by the National Geodetic Survey in December 1991..
 SD0760
 SD0760.The orthometric height was scaled from a topographic map.
 SD0760
 SD0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0760
 SD0760.The geoid height was determined by GEOID03.
 SD0760
 SD0760;                    North         East     Units Scale Factor Converg.
 SD0760;SPC WA S     -   212,744.355   219,743.523   MT  0.99997002   -2 41 13.9
 SD0760;SPC WA S     -   697,978.77    720,941.88   sFT  0.99997002   -2 41 13.9
 SD0760;UTM  10      - 5,226,772.288   409,140.630   MT  0.99970146   -0 52 47.6
 SD0760
 SD0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0760!SPC WA S     -   1.00000274  x   0.99997002  =   0.99997276
 SD0760!UTM  10      -   1.00000274  x   0.99970146  =   0.99970420
 SD0760
 SD0760|---------------------------------------------------------------------|
 SD0760| PID    Reference Object                     Distance      Geod. Az  |
 SD0760|                                                           dddmmss.s |
 SD0760| DD9412 BLUFF WM 1                                         07627     |
 SD0760| DD9411 BLUFF RM 1                                         16238     |
 SD0760| DD9413 BLUFF WM 2                                         17139     |
 SD0760| SD0762 COPALIS ROCK                        APPROX. 4.3 KM 1752851.8 |
 SD0760| SD0783 HIGHLANDS                           APPROX. 3.4 KM 3483826.0 |
 SD0760|---------------------------------------------------------------------|
 SD0760
 SD0760                          SUPERSEDED SURVEY CONTROL
 SD0760
 SD0760  NAD 83(1986)-  47 11 17.38634(N)    124 11 57.62584(W) AD(       ) 3
 SD0760  NAD 27      -  47 11 18.07000(N)    124 11 52.98100(W) AD(       ) 3
 SD0760
 SD0760.Superseded values are not recommended for survey control.
 SD0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0760.See file dsdata.txt to determine how the superseded data were derived.
 SD0760
 SD0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT0914126772(NAD 83)
 SD0760_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SD0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0760
 SD0760  HISTORY     - Date     Condition        Report By
 SD0760  HISTORY     - 1927     MONUMENTED       CGS
 SD0760  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0760  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SD0760  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SD0760  HISTORY     - 1974     SEE DESCRIPTION  RAYONI
 SD0760
 SD0760                          STATION DESCRIPTION
 SD0760
 SD0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (TJM)
 SD0760'THE STATION IS ONE MILE S OF JO CREEK, ON A 45-FOOT BLUFF PROJECTING
 SD0760'BUT VERY SLIGHTLY FROM THE GENERAL TREND OF THE COAST, 2-1/2 MILES
 SD0760'NORTHWARD FROM COPALIS HEAD.  THIS IS THE ONLY PLACE IN THE
 SD0760'VICINITY, INSIDE THE HIGH-WATER LINE WHICH SEES FOR ABOUT 3 MILES TO
 SD0760'THE NORTHWARD.
 SD0760'
 SD0760'STATION AND REFERENCE MARKS NO.1 ARE STANDARD BRONZE DISKS SET IN
 SD0760'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SD0760'
 SD0760'UNDERGROUND MARK IS A BOTTLE BURIED 3 FEET UNDERGROUND AND SET IN AN
 SD0760'UPRIGHT POSITION, AS DESCRIBED IN NOTE 10A.
 SD0760'
 SD0760'WITNESS MARK NO.1 IS A TREE MARKED WITH A TRIANGULAR BLAZE WITH A
 SD0760'NAIL AT THE CENTER AND EACH APEX OF THE TRIANGLE, AS DESCRIBED IN
 SD0760'NOTE 15A.  BELOW WITNESS MARK NO.1 A 30D NAIL IS DRIVEN IN THE ROOT
 SD0760'OF THE TREE.  WITNESS MARK NO.2 IS MARKED BY A 30D NAIL IN A
 SD0760'10-INCH STUMP WITH TRIANGLE OF 3 NAILS.  THE PRELIMINARY SURVEY LINE
 SD0760'FOR A NEW ROAD TO RUN BETWEEN PACIFIC BEACH AND COPALIS BEACH RUNS
 SD0760'ABOUT 30 FEET INLAND FROM WITNESS MARK NO.1
 SD0760'
 SD0760'THE REFERENCE AND STATION MARKS PROJECT ABOUT 6 INCHES ABOVE THE
 SD0760'SURFACE.  THE STATION MARK IS 5 METERS FROM THE EDGE OF THE BLUFF.
 SD0760'THE STANDARD DISKS ARE STAMPED BLUFF XXVII AND THE REFERENCE MARK
 SD0760'NO.1.
 SD0760'
 SD0760'HEIGHT OF SIGNAL ABOVE STATION MARK - 8 METERS.
 SD0760
 SD0760                          STATION RECOVERY (1951)
 SD0760
 SD0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 SD0760'THE STATION AND REFERENCE MARK WERE RECOVERED.  NEITHER WITNESS
 SD0760'MARK WAS FOUND.
 SD0760'
 SD0760'STATION IS LOCATED 2-3/4 MILES N OF COPALIS ROCK, ABOUT 1-1/4 MILES
 SD0760'S-SE OF PACIFIC BEACH AND JOE CREEK, 0.4 MILE S-SE OF ELK CREEK,
 SD0760'AND ON A 100-FOOT EARTHERN BLUFF PROJECTING SLIGHTLY FROM THE
 SD0760'GENERAL TREND OF THE COAST.  THIS IS THE ONLY PLACE IN THE VICINITY,
 SD0760'INSIDE THE HIGH-WATER LINE, WHICH SEES FOR ABOUT 3 MILES TO THE N.
 SD0760'STATION IS 21 METERS W OF THE CENTER LINE OF THE ROAD, 7.9 METERS
 SD0760'W-SW OF A 36-INCH SNAG 15 FEET HIGH ON THE W SIDE OF THE ROAD, AND
 SD0760'2.6 METERS E OF THE EDGE OF THE BLUFF.  IT IS MARKED BY A STANDARD
 SD0760'TRIANGULATION-STATION DISK, STAMPED BLUFF XXVII SET IN A ONE-FOOT
 SD0760'SQUARE CONCRETE MONUMENT PROJECTING 1 FOOT ABOVE THE GROUND.
 SD0760'
 SD0760'REFERENCE MARK 1 IS 5 METERS E OF THE EDGE OF THE BLUFF AND IS MARKED
 SD0760'WITH A STANDARD DISK, STAMPED BLUFF R MARK NO 1 AND SET IN A
 SD0760'CIRCULAR CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  A TRENCH HAS
 SD0760'BEEN DUG EXPOSING THE ENTIRE E SIDE OF THE MONUMENT AND IT IS
 SD0760'DOUBTFUL IF THE MARK WILL REMAIN IN POSITION FOR ANY LENGTH OF TIME.
 SD0760'
 SD0760'A NEW REFERENCE MARK WAS SET BY THIS PARTY.  THE MARK IS 2 FEET W
 SD0760'OF THE GRAVELED PORTION OF THE PARKING AREA, 1 FOOT E OF THE LOG
 SD0760'GUARDRAIL AND THE LINE FROM THE STATION TO THE REFERENCE MARK IS
 SD0760'1.2 FEET NW OF THE SNAG MENTIONED IN THE DESCRIPTION.  IT IS A
 SD0760'STANDARD REFERENCE MARK DISK, STAMPED BLUFF 1927 NO 2 SET IN TOP OF
 SD0760'A CONCRETE FILLED STOVE PIPE WHICH PROJECTS 3 INCHES.
 SD0760
 SD0760                          STATION RECOVERY (1955)
 SD0760
 SD0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 SD0760'RECOVERED.  STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.
 SD0760'THE WITNESS MARKS WERE NOT RECOVERED AND ARE BELIEVED TO BE
 SD0760'DESTROYED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 SD0760'
 SD0760'LOCATED 2.8 MI. N OF COPALIS HEAD, 1.2 MI. S OF THE MOUTH OF JOE
 SD0760'CREEK, ON A 50-FT. YELLOW BLUFF, 21 M. W OF THE CENTERLINE OF
 SD0760'HIGHWAY 9C AT A PARKING AREA, AND 3 M. E OF THE EDGE OF THE BLUFF.
 SD0760'MARK IS A STANDARD TRIANGULATION DISK, STAMPED XXVII BLUFF AND SET
 SD0760'IN A 10- BY 10-IN. CONCRETE MONUMENT PROJECTING 10 IN.
 SD0760'
 SD0760'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK, STAMPED R MARK NO 1
 SD0760'AND SET IN A 10- BY 10-IN. CONCRETE MONUMENT FLUSH WITH THE GROUND.
 SD0760'IT IS 5 M. E OF THE MOST W TIP OF THE BLUFF.  S SIDE OF THE
 SD0760'MONUMENT IS BEING UNCOVERED BY EROSION.  DISTANCE FROM REFERENCE MARK
 SD0760'1 TO THE STATION WAS MEASURED AND FOUND TO BE 4.856 M. (15.94 FT.).
 SD0760'THE DIRECTION WAS NOT CHECKED.
 SD0760
 SD0760                          STATION RECOVERY (1964)
 SD0760
 SD0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SD0760'THE CONCRETE POST CONTAINING THE STATION DISK HAD RECENTLY TOPPLED
 SD0760'OVER THE CLIFF, BUT THE BOTTLE WHICH WAS USED FOR AN UNDERGROUND
 SD0760'MARK WAS RECOVERED.  REFERENCE MARK NO. 1 WAS RECOVERED.  A NEW
 SD0760'STATION, BLUFF 2 WAS ESTABLISHED 11.295 METERS EAST OF THE OLD
 SD0760'STATION.  THE DISKS WERE REMOVED FROM THE OLD STATION MARK AND FROM
 SD0760'REFERENCE MARK NO. 1.
 SD0760
 SD0760                          STATION RECOVERY (1974)
 SD0760
 SD0760'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1974
 SD0760'THE OLD STATION AND REFERENCE MARKS HAVE BEEN DESTROYED BY EROSION.
 SD0760'IN 1964 A NEW STATION BLUFF 2 1964 WAS LOCATED A FEW FEET EAST OF THE
 SD0760'OLD STATION (BEFORE IT WAS LOST) AND REFERENCE MARKS NO. 3 AND NO.
 SD0760'4 WERE ESTABLISHED.  THE STATION AND THE REFERENCE MARKS ARE IN A
 SD0760'TURNOUT ON THE WEST SIDE.
 SD0760'
 SD0760'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 109
 SD0760'AND THE GRAYS HARBOR COUNTY ROAD FROM ALOHA TO PACIFIC BEACH, WHICH
 SD0760'IS ON THE EAST OUTSKIRTS OF PACIFIC BEACH, GO SOUTH ALONG STATE
 SD0760'HIGHWAY 109, 1.75 MILES TO THE STATION.  THE ROAD COMES OUT TO THE
 SD0760'BEACH ABOUT 0.2 MILE BEFORE YOU GET TO THE STATION AND PARALLELS
 SD0760'THE BEACH THIS LAST PART.  THE STATION IS JUST NORTH OF A DRAINAGE
 SD0760'THAT DROPS STEEPLY TO THE BEACH FROM THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0272 ***********************************************************************
 TS0272  DESIGNATION -  BLUFF
 TS0272  PID         -  TS0272
 TS0272  STATE/COUNTY-  WA/CLALLAM
 TS0272  USGS QUAD   -  MAKAH BAY (1984)
 TS0272
 TS0272                         *CURRENT SURVEY CONTROL
 TS0272  ___________________________________________________________________
 TS0272* NAD 83(1991)-  48 22 15.63842(N)    124 43 30.07394(W)     ADJUSTED  
 TS0272* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 TS0272  ___________________________________________________________________
 TS0272  LAPLACE CORR-          16.73  (seconds)                    DEFLEC99
 TS0272  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 TS0272
 TS0272  HORZ ORDER  -  THIRD
 TS0272
 TS0272.The horizontal coordinates were established by classical geodetic methods
 TS0272.and adjusted by the National Geodetic Survey in December 1991..
 TS0272
 TS0272.The orthometric height was scaled from a topographic map.
 TS0272
 TS0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0272
 TS0272.The geoid height was determined by GEOID03.
 TS0272
 TS0272;                    North         East     Units Scale Factor Converg.
 TS0272;SPC WA N     -   159,722.335   211,806.595   MT  0.99995200   -2 53 50.8
 TS0272;SPC WA N     -   524,022.36    694,902.14   sFT  0.99995200   -2 53 50.8
 TS0272;UTM  10      - 5,358,975.523   372,248.805   MT  0.99980052   -1 17 22.4
 TS0272
 TS0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0272!SPC WA N     -   0.99999359  x   0.99995200  =   0.99994559
 TS0272!UTM  10      -   0.99999359  x   0.99980052  =   0.99979411
 TS0272
 TS0272|---------------------------------------------------------------------|
 TS0272| PID    Reference Object                     Distance      Geod. Az  |
 TS0272|                                                           dddmmss.s |
 TS0272| DD9416 BLUFF WM 1                            1.900 METERS 00405     |
 TS0272| DD9417 BLUFF WM 2                            4.600 METERS 03405     |
 TS0272| TS0286 NIFE                                APPROX. 7.1 KM 1440724.2 |
 TS0272| TS0277 ROCK OFF POINT OF ARCHES            APPROX.13.2 KM 1751250.4 |
 TS0272| TS0323 SON                                 APPROX.16.1 KM 1764055.6 |
 TS0272| TS0319 FATHER                              APPROX.16.1 KM 1765848.5 |
 TS0272| TS0266 SPIKE ROCK                          APPROX.13.0 KM 1773421.4 |
 TS0272| TS0330 SLANT                               APPROX.21.8 KM 1880509.5 |
 TS0272| DD9415 BLUFF RM 1                            1.177 METERS 25808     |
 TS0272| DD9418 BLUFF WM 3                            4.190 METERS 33017     |
 TS0272|---------------------------------------------------------------------|
 TS0272
 TS0272                          SUPERSEDED SURVEY CONTROL
 TS0272
 TS0272  NAD 83(1986)-  48 22 15.63834(N)    124 43 30.07649(W) AD(       ) 3
 TS0272  NAD 27      -  48 22 16.37300(N)    124 43 25.20900(W) AD(       ) 3
 TS0272
 TS0272.Superseded values are not recommended for survey control.
 TS0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0272.See file dsdata.txt to determine how the superseded data were derived.
 TS0272
 TS0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7224958976(NAD 83)
 TS0272_MARKER: Z = SEE DESCRIPTION
 TS0272_SETTING: 0 = UNSPECIFIED SETTING
 TS0272
 TS0272  HISTORY     - Date     Condition        Report By
 TS0272  HISTORY     - 1930     MONUMENTED       CGS
 TS0272  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TS0272  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TS0272
 TS0272                          STATION DESCRIPTION
 TS0272
 TS0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (KTA)
 TS0272'STATION IS A STANDARD DISK CEMENTED IN ROCK ABOUT 2 METERS BACK
 TS0272'FROM THE TOP OF A HIGH ROCK CLIFF (180 FEET) AT THE SOUTHERN END OF
 TS0272'THE CLIFFS AROUND CAPE FLATTERY.  IT IS INSHORE FROM THE 71-FOOT
 TS0272'ROCK SHOWN ON CHART 6264 AND IS THE MOST NORTHERN POINT FROM WHICH
 TS0272'THE 44-FOOT ROCK IN MUKKAW BAY CAN BE SEEN.  TATOOSH ISLAND IS NOT
 TS0272'VISIBLE.
 TS0272'
 TS0272'NO REFERENCE MARK WAS ESTABLISHED.  TWO TREES WERE BLAZED AND NAILS
 TS0272'DRIVEN IN TO FORM TRIANGLES AS WITNESS MARKS.
 TS0272
 TS0272                          STATION RECOVERY (1931)
 TS0272
 TS0272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (KTA)
 TS0272'RECOVERED AS DESCRIBED.  ELEVATION DETERMINED TO BE 225 FEET.
 TS0272
 TS0272                          STATION RECOVERY (1971)
 TS0272
 TS0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 TS0272'THE STATION AND WITNESS MARKS NOS. 1 AND 2 WERE RECOVERED.  A
 TS0272'REFERENCE MARK AND ANOTHER WITNESS MARK WERE ESTABLISHED.
 TS0272'
 TS0272'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF THE NEAH BAY, 1.5
 TS0272'MILES SOUTH-SOUTHEAST OF TATOOSH ISLAND, ON THE SOUTH COAST OF CAPE
 TS0272'FLATTERY, ON TOP OF A 225 FOOT CLIFF AND ABOUT 75 FEET EAST OF A 15
 TS0272'FOOT HIGHER, ROCKY PROMONTORY.
 TS0272'
 TS0272'THE STATION IS A STANDARD DISK STAMPED BLUFF SET IN A DRILL HOLE IN
 TS0272'BEDROCK, 2 INCHES BELOW THE SURFACE OF THE MOSS AND DIRT, 3 FEET
 TS0272'NORTH OF THE SOUTH EDGE OF THE CLIFF.
 TS0272'
 TS0272'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLUFF 1930 NO1 1971
 TS0272'CEMENTED IN A DRILL HOLE IN THE EXPOSED BEDROCK, 1 FEET NORTH OF
 TS0272'THE SOUTH EDGE OF THE CLIFF.
 TS0272'
 TS0272'WITNESS MARK 3 IS A ROUNDED-HEAD BRASS WOOD SCREW IN THE CENTER OF
 TS0272'A 6 INCH TRIANGULAR BLAZE ON THE SOUTH SIDE ON A 16 INCH SPRUCE TREE.
 TS0272'
 TS0272'WITNESS MARK 1 IS A RUSTED NAIL IN A BLAZE ON THE SOUTH SIDE OF A 10
 TS0272'INCH SPRUCE TREE, 6.8 FEET DISTANT TO THE NORTH.
 TS0272'
 TS0272'WITNESS MARK 2 IS A RUSTED NAIL IN A BLAZE ON THE SOUTHWEST SIDE OF
 TS0272'A STUNTED, 14 INCH CEDAR TREE, 15.3 FEET DISTANT TO THE NORTHEAST.
 TS0272'
 TS0272'TO REACH THE STATION FROM THE POST OFFICE AND WASHBURN STORE IN
 TS0272'NEAH BAY, GO NORTHWEST ON THE MAIN ROAD FOR 0.45 MILE, TO A ROAD
 TS0272'FORK, TAKE THE LEFT FORK, GO 0.05 MILE TO AN INTERSECTION, TURN
 TS0272'RIGHT (WEST) GO 0.05 MILE, CROSS A PRIVATE HAUL ROAD AND SWING LEFT
 TS0272'ON THE MAIN ROAD FOR 2.4 MILES TO A T JUNCTION, CONTINUE AHEAD, GO
 TS0272'4.1 MILES ALONG THE ROAD TOWARD CAPE FLATTERY, TURN LEFT OFF ROAD ON
 TS0272'THE OUTSIDE OF A SWEEPING CURVE.  PARK VEHICLE AND PACK SOUTHWESTWARD
 TS0272'ON AN OLD LOGGING ROAD FOR 0.2 MILE, TURN LEFT (DOWNHILL) AT A
 TS0272'BLAZED 8 INCH ALDER TREE, ON A BLAZED TRAIL FOR ABOUT 75 FEET,
 TS0272'SWING SOUTHEAST FOR ABOUT 100 YARDS TO THE EDGE OF THE BLUFF, THEN
 TS0272'PACK EASTWARD ALONG THE TOP EDGE OF THE CLIFF FOR ABOUT 50 FEET TO
 TS0272'THE STATION.  THE STATION IS 379 FEET SOUTHEAST OF STATION SOUTH
 TS0272'1942.  THE STATIONS ARE NOT INTERVISIBLE.
 TS0272'
 TS0272'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4.5 MILES WEST OF
 TS0272'NEAH BAY.
 TS0272'
 TS0272'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2139 ***********************************************************************
 RD2139  DESIGNATION -  BLUFF
 RD2139  PID         -  RD2139
 RD2139  STATE/COUNTY-  WA/SKAMANIA
 RD2139  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2139
 RD2139                         *CURRENT SURVEY CONTROL
 RD2139  ___________________________________________________________________
 RD2139* NAD 83(1991)-  45 36 43.96789(N)    122 05 53.38803(W)     ADJUSTED  
 RD2139* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 RD2139  ___________________________________________________________________
 RD2139  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 RD2139  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 RD2139
 RD2139  HORZ ORDER  -  THIRD
 RD2139
 RD2139.The horizontal coordinates were established by classical geodetic methods
 RD2139.and adjusted by the National Geodetic Survey in December 1991..
 RD2139
 RD2139.The orthometric height was scaled from a topographic map.
 RD2139
 RD2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2139
 RD2139.The geoid height was determined by GEOID03.
 RD2139
 RD2139;                    North         East     Units Scale Factor Converg.
 RD2139;SPC WA S     -    32,261.108   375,340.377   MT  1.00005744   -1 09 39.2
 RD2139;SPC WA S     -   105,843.32  1,231,429.22   sFT  1.00005744   -1 09 39.2
 RD2139;SPC OR N     -   217,427.838 2,375,356.548   MT  0.99992452   -1 08 00.2
 RD2139;SPC OR N     -   713,345.93  7,793,164.53   iFT  0.99992452   -1 08 00.2
 RD2139;UTM  10      - 5,051,358.686   570,317.462   MT  0.99966079   +0 38 40.2
 RD2139
 RD2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2139!SPC WA S     -   0.99996128  x   1.00005744  =   1.00001871
 RD2139!SPC OR N     -   0.99996128  x   0.99992452  =   0.99988580
 RD2139!UTM  10      -   0.99996128  x   0.99966079  =   0.99962208
 RD2139
 RD2139:                Primary Azimuth Mark                     Grid Az
 RD2139:SPC WA S     -  CASTLE ROCK                              075 02 34.2
 RD2139:SPC OR N     -  CASTLE ROCK                              075 00 55.2
 RD2139:UTM  10      -  CASTLE ROCK                              073 14 14.8
 RD2139
 RD2139|---------------------------------------------------------------------|
 RD2139| PID    Reference Object                     Distance      Geod. Az  |
 RD2139|                                                           dddmmss.s |
 RD2139| RD2118 CASTLE ROCK                         APPROX. 6.3 KM 0735255.0 |
 RD2139| RD2151 WARRENDALE CHURCH SPIRE             APPROX. 6.4 KM 0903037.3 |
 RD2139| RD2129 MCGOWANS CANNERY NORTH GABLE        APPROX. 4.8 KM 0950448.3 |
 RD2139| RD2179 BARN NEAR MC GOWANS N GABLE         APPROX. 4.6 KM 1015644.0 |
 RD2139| RD2176 SIGNBOARD                           APPROX. 3.9 KM 2013858.3 |
 RD2139| RD2195 DEAD TREE NEAR CABIN FALLS          APPROX. 5.0 KM 2121404.2 |
 RD2139| RD2206 TALL POST                           APPROX. 4.5 KM 2151844.2 |
 RD2139| RD2190 TWIN MOUNTAIN                       APPROX. 4.6 KM 2465753.2 |
 RD2139| RD2147 BLUFF WM DEAD TREE                  243.940 METERS 29854     |
 RD2139|---------------------------------------------------------------------|
 RD2139
 RD2139                          SUPERSEDED SURVEY CONTROL
 RD2139
 RD2139  NAD 83(1991)-  45 36 43.96789(N)    122 05 53.38802(W) AD(       ) 3
 RD2139  NAD 83(1986)-  45 36 43.97723(N)    122 05 53.39538(W) AD(       ) 3
 RD2139  NAD 27      -  45 36 44.54500(N)    122 05 49.09000(W) AD(       ) 3
 RD2139
 RD2139.Superseded values are not recommended for survey control.
 RD2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2139.See file dsdata.txt to determine how the superseded data were derived.
 RD2139
 RD2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7031751359(NAD 83)
 RD2139
 RD2139  HISTORY     - Date     Condition        Report By
 RD2139  HISTORY     - 1901     MONUMENTED       CGS
 RD2139  HISTORY     - 1938     SEE DESCRIPTION  CGS
 RD2139  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RD2139
 RD2139                          STATION DESCRIPTION
 RD2139
 RD2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FM)
 RD2139'ON THE CREST OF THE BRUSHY RIDGE BELOW THE HIGH ROCKY BLUFF,
 RD2139'OPPOSITE THE RAILROAD SECTION HOUSE AT ONEONTA, ABOUT 100 METERS
 RD2139'FROM THE TALUS THAT HAS FALLEN FROM THE CLIFF.  THE STATION IS
 RD2139'MARKED BY A DRILL HOLE IN A STONE SET ABOUT 4 INCHES BELOW THE
 RD2139'SURFACE.  FOR REFERENCE MARKS THERE IS A BLAZED STUMP OF A SMALL
 RD2139'FIR TREE DISTANT 5.55 METERS N 74 DEG 46 MIN E MAGNETIC, A SMALL
 RD2139'FIR TREE BLAZED WITH 3 NAILS DISTANT 16.31 METERS S 82 DEG 34
 RD2139'MIN E MAGNETIC, A BLAZED FIR TREE DISTANT 15.33 METERS N 34 DEG
 RD2139'50 MIN W MAGNETIC.
 RD2139
 RD2139                          STATION RECOVERY (1938)
 RD2139
 RD2139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2139'RECOVERED.  ON HEAVILY TIMBERED RIDGE, ON THE CREST OF THE
 RD2139'TIMBERED RIDGE BELOW THE HIGH ROCKY BLUFF ON THE SW END OF ARCHER
 RD2139'MOUNTAIN, OPPOSITE THE RAILROAD SECTION HOUSE AT ONEONTA, OREGON,
 RD2139'ABOUT 100 METERS FROM THE TALUS THAT HAS FALLEN FROM THE CLIFF.
 RD2139'
 RD2139'STATION IS MARKED BY A DRILL HOLE IN A STONE SET ABOUT 4 INCHES
 RD2139'BELOW THE SURFACE.
 RD2139'
 RD2139'FOR REFERENCE MARKS THERE IS A BLAZED STUMP OF A SMALL FIR TREE
 RD2139'DISTANT 5.55 METERS N 74 DEG 46 MIN E MAGNETIC.  THIS STUMP HAS
 RD2139'GROWN INTO A LARGE FORKED TREE ABOUT 2 FEET THROUGH AT THE BUTT,
 RD2139'BUT THE ORIGINAL STUMP MARKS CAN BE FOUND IN THE FORK OF THE TREE.
 RD2139
 RD2139                          STATION RECOVERY (1948)
 RD2139
 RD2139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2139'A DETAILED SEARCH WAS MADE FOR THIS STATION BY A TWO-MAN PARTY
 RD2139'BUT IT WAS NOT FOUND.  THE REFERENCE TREE COULD NOT BE IDENTIFIED,
 RD2139'AND AS THE ENTIRE AREA IS NOW A BASALT TALUS SLOPE, IT IS
 RD2139'BELIEVED THAT THE STATION WAS COVERED BY A SLIDE.
 RD2139'
 RD2139'SINCE THE 1901 DESCRIPTION IS INADEQUATE, AND NO REFERENCE
 RD2139'POINTS WERE SET IN 1938, THERE IS LITTLE CHANCE OF RECOVERING
 RD2139'THE STATION.
 RD2139'
 RD2139'FOR REASONS MENTIONED ABOVE, IT IS RECOMMENDED THAT THE
 RD2139'STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3907 ***********************************************************************
 RD3907  DESIGNATION -  BLUFF
 RD3907  PID         -  RD3907
 RD3907  STATE/COUNTY-  WA/COWLITZ
 RD3907  USGS QUAD   -  DEER ISLAND (1990)
 RD3907
 RD3907                         *CURRENT SURVEY CONTROL
 RD3907  ___________________________________________________________________
 RD3907* NAD 83(1991)-  45 57 36.26180(N)    122 48 28.47059(W)     ADJUSTED  
 RD3907* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 RD3907  ___________________________________________________________________
 RD3907  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 RD3907  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 RD3907
 RD3907  HORZ ORDER  -  THIRD
 RD3907
 RD3907.The horizontal coordinates were established by classical geodetic methods
 RD3907.and adjusted by the National Geodetic Survey in December 1991..
 RD3907
 RD3907.The orthometric height was scaled from a topographic map.
 RD3907
 RD3907.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3907
 RD3907.The geoid height was determined by GEOID03.
 RD3907
 RD3907;                    North         East     Units Scale Factor Converg.
 RD3907;SPC WA S     -    72,279.353   321,123.481   MT  0.99997368   -1 40 35.2
 RD3907;SPC WA S     -   237,136.51  1,053,552.62   sFT  0.99997368   -1 40 35.2
 RD3907;SPC OR N     -   257,411.957 2,321,119.349   MT  0.99999009   -1 38 12.3
 RD3907;SPC OR N     -   844,527.42  7,615,220.96   iFT  0.99999009   -1 38 12.3
 RD3907;UTM  10      - 5,089,629.250   514,884.784   MT  0.99960272   +0 08 17.1
 RD3907
 RD3907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3907!SPC WA S     -   1.00000329  x   0.99997368  =   0.99997697
 RD3907!SPC OR N     -   1.00000329  x   0.99999009  =   0.99999338
 RD3907!UTM  10      -   1.00000329  x   0.99960272  =   0.99960600
 RD3907
 RD3907:                Primary Azimuth Mark                     Grid Az
 RD3907:SPC WA S     -  MARTIN 3                                 170 18 42.5
 RD3907:SPC OR N     -  MARTIN 3                                 170 16 19.6
 RD3907:UTM  10      -  MARTIN 3                                 168 29 50.2
 RD3907
 RD3907|---------------------------------------------------------------------|
 RD3907| PID    Reference Object                     Distance      Geod. Az  |
 RD3907|                                                           dddmmss.s |
 RD3907| RD3894 MARTIN 3                            APPROX. 1.6 KM 1683807.3 |
 RD3907|---------------------------------------------------------------------|
 RD3907
 RD3907                          SUPERSEDED SURVEY CONTROL
 RD3907
 RD3907  NAD 83(1991)-  45 57 36.26180(N)    122 48 28.47058(W) AD(       ) 3
 RD3907  NAD 83(1986)-  45 57 36.28013(N)    122 48 28.46738(W) AD(       ) 3
 RD3907  NAD 27      -  45 57 36.86600(N)    122 48 24.09000(W) AD(       ) 3
 RD3907
 RD3907.Superseded values are not recommended for survey control.
 RD3907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3907.See file dsdata.txt to determine how the superseded data were derived.
 RD3907
 RD3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1488589629(NAD 83)
 RD3907
 RD3907  HISTORY     - Date     Condition        Report By
 RD3907  HISTORY     - 1912     MONUMENTED       USE
 RD3907  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3907  HISTORY     - 20060706 MARK NOT FOUND   USPSQD
 RD3907
 RD3907                          STATION DESCRIPTION
 RD3907
 RD3907'DESCRIBED BY US ENGINEERS 1912
 RD3907'STATION IS ON A SHARP ROCKY RIDGE S OF THE TRACKS OF THE SPOKANE,
 RD3907'PORTLAND AND SEATTLE RAILWAY.
 RD3907'
 RD3907'THE STATION IS MARKED BY AN IRON PIPE 3 FEET LONG SET IN A PIER
 RD3907'OF CONCRETE WHICH IS ABOUT 1-FOOT SQUARE AT THE SURFACE OF THE
 RD3907'GROUND, AND APPROXIMATELY 6 INCHES DEEP.  THE PIPE PROJECTS FROM
 RD3907'4 TO 8 INCHES ABOVE THE CEMENT.  THE TOP OF THE PIER BEARS THE
 RD3907'INSCRIPTION U.S.E., AND THE NAME OR AN ABBREVIATION OF THE NAME
 RD3907'OF THE STATION.  THERE IS NO UNDERGROUND MARK.
 RD3907
 RD3907                          STATION RECOVERY (1951)
 RD3907
 RD3907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3907'STATION IS LOCATED 3-1/4 MILES S OF KALAMA, ON THE E BANK OF THE
 RD3907'RIVER, 1/2 MILE N OF THE N END OF MARTIN ISLAND, 3 METERS E ON TOP
 RD3907'OF 75-FOOT BLUFF AND ON CENTER LINE OF TWO DOORS TO OLD DUPONT
 RD3907'BRICK POWDER HOUSE, AND 5 METERS FROM THE W WALL.  THE STATION IS
 RD3907'ON A ROCK BLUFF AND SHOULD STAY A LONG TIME.  MARK IS A 2-INCH
 RD3907'IRON PIPE PROJECTING 8 INCHES ABOVE THE GROUND.
 RD3907
 RD3907                          STATION RECOVERY (2006)
 RD3907
 RD3907'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD3907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1336 ***********************************************************************
 SC1336  DESIGNATION -  BLUFF
 SC1336  PID         -  SC1336
 SC1336  STATE/COUNTY-  WA/COWLITZ
 SC1336  USGS QUAD   -  KALAMA (1990)
 SC1336
 SC1336                         *CURRENT SURVEY CONTROL
 SC1336  ___________________________________________________________________
 SC1336* NAD 83(1991)-  46 04 11.05047(N)    122 52 02.30176(W)     ADJUSTED  
 SC1336* NAVD 88     -        24.67   (+/-2cm)      80.9    (feet)  VERTCON   
 SC1336  ___________________________________________________________________
 SC1336  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 SC1336  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SC1336
 SC1336  HORZ ORDER  -  THIRD
 SC1336  VERT ORDER  -  THIRD ? (See Below)
 SC1336
 SC1336.The horizontal coordinates were established by classical geodetic methods
 SC1336.and adjusted by the National Geodetic Survey in December 1991..
 SC1336
 SC1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1336.The vertical order pertains to the NGVD 29 superseded value.
 SC1336
 SC1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1336
 SC1336.The geoid height was determined by GEOID03.
 SC1336
 SC1336;                    North         East     Units Scale Factor Converg.
 SC1336;SPC WA S     -    84,599.136   316,886.951   MT  0.99995479   -1 43 10.6
 SC1336;SPC WA S     -   277,555.67  1,039,653.27   sFT  0.99995479   -1 43 10.6
 SC1336;SPC OR N     -   269,729.255 2,316,874.000   MT  1.00001848   -1 40 43.9
 SC1336;SPC OR N     -   884,938.50  7,601,292.65   iFT  1.00001848   -1 40 43.9
 SC1336;UTM  10      - 5,101,804.272   510,261.884   MT  0.99960129   +0 05 44.0
 SC1336
 SC1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1336!SPC WA S     -   0.99999953  x   0.99995479  =   0.99995432
 SC1336!SPC OR N     -   0.99999953  x   1.00001848  =   1.00001801
 SC1336!UTM  10      -   0.99999953  x   0.99960129  =   0.99960082
 SC1336
 SC1336|---------------------------------------------------------------------|
 SC1336| PID    Reference Object                     Distance      Geod. Az  |
 SC1336|                                                           dddmmss.s |
 SC1336| CE2958 BLUFF RM 1                            9.206 METERS 21715     |
 SC1336| SC1497 CAR 1949                            APPROX. 1.3 KM 2175759.6 |
 SC1336| CE2959 BLUFF RM 2                            8.290 METERS 31738     |
 SC1336|---------------------------------------------------------------------|
 SC1336
 SC1336                          SUPERSEDED SURVEY CONTROL
 SC1336
 SC1336  NAD 83(1991)-  46 04 11.05046(N)    122 52 02.30176(W) AD(       ) 3
 SC1336  NAD 83(1986)-  46 04 11.06673(N)    122 52 02.29685(W) AD(       ) 3
 SC1336  NAD 27      -  46 04 11.65713(N)    122 51 57.90714(W) AD(       ) 3
 SC1336  NGVD 29 (07/19/86)   23.64   (m)           77.6    (f) LEVELING    3  
 SC1336
 SC1336.Superseded values are not recommended for survey control.
 SC1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1336.See file dsdata.txt to determine how the superseded data were derived.
 SC1336
 SC1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES1026201804(NAD 83)
 SC1336_MARKER: DS = TRIANGULATION STATION DISK
 SC1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1336
 SC1336  HISTORY     - Date     Condition        Report By
 SC1336  HISTORY     - 1949     MONUMENTED       CGS
 SC1336  HISTORY     - 1962     GOOD             CGS
 SC1336  HISTORY     - 1966     GOOD             CGS
 SC1336  HISTORY     - 1970     GOOD             NGS
 SC1336  HISTORY     - 1980     GOOD             NGS
 SC1336  HISTORY     - 20040401 MARK NOT FOUND   USPSQD
 SC1336
 SC1336                          STATION DESCRIPTION
 SC1336
 SC1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1336'STATION IS LOCATED ON CARROLL BLUFF, ON THE E SIDE OF CARROLL
 SC1336'CHANNEL, COLUMBIA RIVER, ABOUT 4 MILES N OF KALAMA, 219 FEET SW OF
 SC1336'THE SW CORNER OF CARROLLS SCHOOL, 57 FEET W OF THE CENTER LINE OF
 SC1336'U.S. HIGHWAY 99, AND 50 FEET E OF THE EDGE OF THE ROCK BLUFF E OF
 SC1336'THE NEW LOCATION OF U.S. HIGHWAY 99.
 SC1336'
 SC1336'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE FLUSH WITH
 SC1336'SURFACE OF GROUND.  DISK IS STAMPED BLUFF 1949.  NO UNDERGROUND
 SC1336'MARK WAS SET.
 SC1336'
 SC1336'R.M. 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE NW OF THE
 SC1336'STATION, FLUSH WITH THE GROUND, AND STAMPED BLUFF NO 1 1949.
 SC1336'
 SC1336'R.M. 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE SW OF THE
 SC1336'STATION, FLUSH WITH THE SURFACE OF THE GROUND, AND STAMPED BLUFF
 SC1336'NO 2 1949.
 SC1336'
 SC1336'STATION CAR WAS USED AS AN AZIMUTH MARK.
 SC1336
 SC1336                          STATION RECOVERY (1962)
 SC1336
 SC1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 SC1336'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 SC1336'
 SC1336'REACHED FROM THE POST OFFICE AT KALAMA BY GOING NORTH ALONG
 SC1336'U.S. HIGHWAY 99 FOR 4.3 MILES, TURN RIGHT AS PER SIGN CARROLL, GO
 SC1336'EAST FOR 0.3 MILE TO A Y-ROAD FORK ON THE RIGHT, TURN BACK SHARP
 SC1336'RIGHT ON THE OLD HIGHWAY, GO UP GRADE FOR 0.3 MILE TO THE CARROLL
 SC1336'SCHOOL ON THE LEFT, EAST, AND THE STATION MARK ON THE RIGHT,
 SC1336'WEST, ABOUT 63 FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY,
 SC1336'220 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 SC1336'BUILDING, 43 FEET NORTHWEST OF THE NORTH END OF A HIGHWAY GUARD
 SC1336'RAIL, 86 FEET SOUTHWEST OF TELEPHONE POLE 36, ABOUT 60 FEET
 SC1336'EAST OF THE TOP OF THE CUT BANK FOR THE NEW HIGHWAY, AND 1-FOOT
 SC1336'WEST OF A METAL WITNESS POST.
 SC1336
 SC1336                          STATION RECOVERY (1966)
 SC1336
 SC1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 SC1336'THE STATION MARK, STAMPED BLUFF 1949, REFERENCE MARK NO. 1, STAMPED
 SC1336'BLUFF 1 1949 AND REFERENCE MARK NO. 2, STAMPED BLUFF 2 1949 WERE
 SC1336'RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 0.5 FOOT
 SC1336'WEST OF THE STATION.
 SC1336
 SC1336                          STATION RECOVERY (1970)
 SC1336
 SC1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SC1336'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS
 SC1336'DESCRIBED.  A DIFFERENCE IN THE HORIZONTAL ANGLE BETWEEN THE
 SC1336'REFERENCE MARKS WAS FOUND.  AN ALTERNATE TO REACH AND A NEW BOX
 SC1336'SCORE FOLLOWS.
 SC1336'
 SC1336'TO REACH THE STATION FROM THE POST OFFICE AT CARROLLS GO SOUTHWEST
 SC1336'ON THE MACADAM ROAD, (OLD HIGHWAY 99), FOR 0.2 MILE TO CARROLLS
 SC1336'SCHOOL ON THE LEFT AND THE STATION ON THE RIGHT.
 SC1336'
 SC1336'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC1336'0.2 MILE SOUTHWEST OF CARROLLS.
 SC1336
 SC1336                          STATION RECOVERY (1980)
 SC1336
 SC1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SC1336'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 SC1336'GOOD CONDITION THE ANGLE BETWEEN THE REFERENCE MARKS COMPARED
 SC1336'FAVORABLY WITH THE 1970 DATA HOWEVER THE DISTANCE TO REFERENCE MARK
 SC1336'1 IS NOW GREATER BY 0.017 METER WHILE THE DISTANCE TO REFERENCE MARK
 SC1336'2 WAS FOUND TO BE SHORTER BY 0.006 METER.  DUE TO THE LOCATION OF THE
 SC1336'REFERENCE MARKS A NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS DATE TO
 SC1336'AID IN RECOVERY OF THIS STATION.  A COMPLETE NEW DESCRIPTION FOLLOWS
 SC1336'
 SC1336'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF KLAMA, ON CARROLL BLUFF
 SC1336'ON THE EAST SIDE OF THE CARROLL CHANELL NEAR THE CARROLL SCHOOL AND
 SC1336'ON ROAD RIGHT OF WAY.
 SC1336'
 SC1336'TO REACH THE STATION FROM THE POST OFFICE IN CARROLL GO SOUTHWEST ON
 SC1336'OLD HIGHWAY 99 FOR 0.2 MILE TO THE SCHOOL ON THE LEFT AND THE STATION
 SC1336'ON THE RIGHT.
 SC1336'
 SC1336'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SC1336'STAMPED---BLUFF 1940---SET INTO THE TOP OF A SQUARE CONCRETE
 SC1336'MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED
 SC1336'18.10 METERS (59.4 FEET) W FROM CENTER LINE OF ROAD, 11.37 METERS
 SC1336'(37.3 FEET) NW FROM SIGN POST, AND 0.30 METER (1 FOOT) E FROM METAL
 SC1336'WITNESS POST.
 SC1336'
 SC1336'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SC1336'NOS) DISK STAMPED---BLUFF 1 1949---SET INTO A SQUARE CONCRETE MONUMENT
 SC1336'FLUSH WITH THE GROUND LOCATED 21.50 METERS (70.5 FEET) W FROM
 SC1336'THE CENTER OF THE ROAD, 11.20 METERS (36.7 FEET) W FROM THE SIGN
 SC1336'POST, AND 1.8 METERS (6 FEET) LOWER THAN THE STATION.
 SC1336'
 SC1336'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SC1336'NOS) DISK STAMPED---BLUFF 2 1949---SET INTO THE TOP OF A SQUARE
 SC1336'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND
 SC1336'LOCATED 19.50 METERS (64 FEET) NW FROM ROAD SIGN ISLAND VIEW LANE,
 SC1336'18.21 METERS (59.7 FEET) W FROM C/L OF INTERSECTION.
 SC1336'
 SC1336'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1336'STAMPED---BLUFF 1949 NO 3 1980---SET INTO THE TOP OF A ROUND
 SC1336'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2
 SC1336'INCHES) ABOVE THE GROUND LOCATED 9.90 METERS (32.5 FEET) W FROM THE
 SC1336'CENTER OF THE ROAD, 2.33 METERS (7.6 FEET) S FROM THE SIGN POST, 0.50
 SC1336'METER (1.6 FEET) W FROM THE GUARD RAIL, AND 0.3 METER (1 FOOT) HIGHER
 SC1336'THAN THE STATION.
 SC1336
 SC1336                          STATION RECOVERY (2004)
 SC1336
 SC1336'RECOVERY NOTE BY US POWER SQUADRON 2004
 SC1336'NEW ASPHALT ROAD IN AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2331 ***********************************************************************
 SC2331  DESIGNATION -  BLUFF
 SC2331  PID         -  SC2331
 SC2331  STATE/COUNTY-  WA/PACIFIC
 SC2331  USGS QUAD   -  LONG ISLAND (1984)
 SC2331
 SC2331                         *CURRENT SURVEY CONTROL
 SC2331  ___________________________________________________________________
 SC2331* NAD 83(1991)-  46 29 09.71720(N)    123 58 20.69941(W)     ADJUSTED  
 SC2331* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 SC2331  ___________________________________________________________________
 SC2331  LAPLACE CORR-          16.29  (seconds)                    DEFLEC99
 SC2331  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 SC2331
 SC2331  HORZ ORDER  -  THIRD
 SC2331
 SC2331.The horizontal coordinates were established by classical geodetic methods
 SC2331.and adjusted by the National Geodetic Survey in December 1991..
 SC2331
 SC2331.The orthometric height was scaled from a topographic map.
 SC2331
 SC2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2331
 SC2331.The geoid height was determined by GEOID03.
 SC2331
 SC2331;                    North         East     Units Scale Factor Converg.
 SC2331;SPC WA S     -   133,989.328   233,488.535   MT  0.99991609   -2 31 20.5
 SC2331;SPC WA S     -   439,596.65    766,036.97   sFT  0.99991609   -2 31 20.5
 SC2331;UTM  10      - 5,148,510.673   425,365.722   MT  0.99966847   -0 42 18.8
 SC2331
 SC2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2331!SPC WA S     -   0.99999762  x   0.99991609  =   0.99991371
 SC2331!UTM  10      -   0.99999762  x   0.99966847  =   0.99966609
 SC2331
 SC2331|---------------------------------------------------------------------|
 SC2331| PID    Reference Object                     Distance      Geod. Az  |
 SC2331|                                                           dddmmss.s |
 SC2331| CE2957 BLUFF RM 2                            5.488 METERS 14644     |
 SC2331| CE2956 BLUFF RM 1                            3.945 METERS 21839     |
 SC2331| SC2322 LONG 2                              APPROX. 1.3 KM 3371456.7 |
 SC2331|---------------------------------------------------------------------|
 SC2331
 SC2331                          SUPERSEDED SURVEY CONTROL
 SC2331
 SC2331  NAD 83(1991)-  46 29 09.71659(N)    123 58 20.69905(W) AD(       ) 3
 SC2331  NAD 83(1986)-  46 29 09.71827(N)    123 58 20.67995(W) AD(       ) 3
 SC2331  NAD 27      -  46 29 10.35884(N)    123 58 16.10141(W) AD(       ) 3
 SC2331
 SC2331.Superseded values are not recommended for survey control.
 SC2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2331.See file dsdata.txt to determine how the superseded data were derived.
 SC2331
 SC2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2536648511(NAD 83)
 SC2331_MARKER: Z = SEE DESCRIPTION
 SC2331_SETTING: 0 = UNSPECIFIED SETTING
 SC2331
 SC2331  HISTORY     - Date     Condition        Report By
 SC2331  HISTORY     - 1939     MONUMENTED       CGS
 SC2331  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2331
 SC2331                          STATION DESCRIPTION
 SC2331
 SC2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2331'THIS STATION IS ON A WOODED SHELF, ON THE POINT AT THE S END OF THE
 SC2331'SMALL SHALLOW BIGHT ON THE E SIDE OF LONG ISLAND, APPROXIMATELY 1
 SC2331'MILE S OF THE END OF THE ISLAND, 15 FEET ABOVE THE HIGH-WATER LINE,
 SC2331'AND 3 METERS S OF THE SHEER EDGE OF THE SHELF.
 SC2331'
 SC2331'THE SURFACE MARK IS A STANDARD DISK CEMENTED IN THE TOP END OF A
 SC2331'3-FOOT SECTION OF 4-INCH CAST-IRON SOIL PIPE, AND PROJECTS 6 INCHES
 SC2331'ABOVE THE GROUND SURFACE.
 SC2331'
 SC2331'THE SUBSURFACE MARK IS A STANDARD DISK CEMENTED IN THE TOP END OF A
 SC2331'16-INCH SECTION OF 4-INCH CAST-IRON SOIL PIPE, BURIED 3 FEET BELOW
 SC2331'THE SURFACE.
 SC2331'
 SC2331'REFERENCE MARKS ARE STANDARD REFERENCE DISKS CEMENTED IN THE TOP
 SC2331'ENDS OF 36-INCH SECTIONS OF 4-INCH CAST-IRON PIPES, WHICH PROJECTS 6
 SC2331'INCHES ABOVE THE GROUND SURFACE.
 SC2331
 SC2331                          STATION RECOVERY (1953)
 SC2331
 SC2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2331'A SEARCH OF THE AREA DID NOT REVEAL THE STATION OR REFERENCE MARKS.
 SC2331'THEY ARE PROBABLY COVERED BY A SLIDE WHICH EXTENDS EASTWARD TO
 SC2331'THE M.H.W.L. ON THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5369 ***********************************************************************
 SY5369  DESIGNATION -  BLUFF
 SY5369  PID         -  SY5369
 SY5369  STATE/COUNTY-  WA/KITSAP
 SY5369  USGS QUAD   -  BREMERTON WEST (1981)
 SY5369
 SY5369                         *CURRENT SURVEY CONTROL
 SY5369  ___________________________________________________________________
 SY5369* NAD 83(1991)-  47 35 13.18184(N)    122 39 15.45124(W)     ADJUSTED  
 SY5369* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 SY5369  ___________________________________________________________________
 SY5369  LAPLACE CORR-         -13.89  (seconds)                    DEFLEC99
 SY5369  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY5369
 SY5369  HORZ ORDER  -  SECOND
 SY5369
 SY5369.The horizontal coordinates were established by classical geodetic methods
 SY5369.and adjusted by the National Geodetic Survey in December 1991..
 SY5369
 SY5369.The orthometric height was scaled from a topographic map.
 SY5369
 SY5369.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5369
 SY5369.The geoid height was determined by GEOID03.
 SY5369
 SY5369;                    North         East     Units Scale Factor Converg.
 SY5369;SPC WA N     -    66,883.703   363,044.122   MT  0.99998491   -1 21 20.7
 SY5369;SPC WA N     -   219,434.28  1,191,087.26   sFT  0.99998491   -1 21 20.7
 SY5369;UTM  10      - 5,270,455.985   525,993.400   MT  0.99960830   +0 15 18.9
 SY5369
 SY5369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5369!SPC WA N     -   1.00000056  x   0.99998491  =   0.99998547
 SY5369!UTM  10      -   1.00000056  x   0.99960830  =   0.99960886
 SY5369
 SY5369:                Primary Azimuth Mark                     Grid Az
 SY5369:SPC WA N     -  SHERIDAN                                 029 12 55.8
 SY5369:UTM  10      -  SHERIDAN                                 027 36 16.2
 SY5369
 SY5369|---------------------------------------------------------------------|
 SY5369| PID    Reference Object                     Distance      Geod. Az  |
 SY5369|                                                           dddmmss.s |
 SY5369| SY5371 SHERIDAN                            470.070 METERS 0275135.1 |
 SY5369| SY5389 YELLOWHOUSE ON HILL S GABLE         APPROX. 0.9 KM 0414912.1 |
 SY5369| SY5373 PITTS                               414.739 METERS 0672729.5 |
 SY5369| CF7180 BLUFF RM 2                            8.246 METERS 12311     |
 SY5369| CF7179 BLUFF RM 1                            2.998 METERS 21716     |
 SY5369| SY5364 WUNDERLICH                          182.116 METERS 29006     |
 SY5369|---------------------------------------------------------------------|
 SY5369
 SY5369                          SUPERSEDED SURVEY CONTROL
 SY5369
 SY5369  NAD 83(1986)-  47 35 13.17661(N)    122 39 15.45801(W) AD(       ) 2
 SY5369  NAD 27      -  47 35 13.83600(N)    122 39 10.96900(W) AD(       ) 2
 SY5369
 SY5369.Superseded values are not recommended for survey control.
 SY5369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5369.See file dsdata.txt to determine how the superseded data were derived.
 SY5369
 SY5369_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2599370456(NAD 83)
 SY5369_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5369
 SY5369  HISTORY     - Date     Condition        Report By
 SY5369  HISTORY     - 1935     MONUMENTED       CGS
 SY5369  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY5369  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY5369
 SY5369                          STATION DESCRIPTION
 SY5369
 SY5369'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5369'LOCATED IN PUGET SOUND N OF BREMERTON ON THE W SHORE OF PORT
 SY5369'WASHINGTON NARROWS TO DYES INLET, 300 METERS SE OF THE ENTRANCE TO
 SY5369'PHINNEY BAY ON THE TOP OF THE 50-FOOT BLUFF ON LOT 19, OWNED IN
 SY5369'1935 BY MRS. GRACE P. STEVENS.  15 METERS FROM THE EDGE OF THE
 SY5369'BLUFF, 13.6 METERS FROM THE NE CORNER OF LOT 19, 29.8 METERS E OF
 SY5369'THE HIGH-WATER CORNER OF LOT 19 AND 2.3 METERS S OF THE (N) LOT
 SY5369'LINE BETWEEN LOTS 19 AND 20.
 SY5369'
 SY5369'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 SY5369'DESCRIBED IN NOTE 1A.
 SY5369'
 SY5369'UNDERGROUND STATION MARK IS IN A 12-INCH CUBE OF CONCRETE AS
 SY5369'DESCRIBED IN NOTE 7A.
 SY5369'
 SY5369'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SY5369'DESCRIBED IN NOTE 11A, AND IS ON LOT 19, 25.6 METERS E OF THE NW
 SY5369'CORNER OF THE LOT AND 4.8 METERS S OF THE LOT LINE (N) BETWEEN LOTS
 SY5369'19 AND 20.
 SY5369'
 SY5369'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SY5369'DESCRIBED IN NOTE 11A, IS ON LOT 19, 34.0 METERS E OF THE NW CORNER
 SY5369'OF THE LOT AND 7 METERS S OF THE LOT LINE (N) BETWEEN LOTS 19 AND
 SY5369'20.
 SY5369
 SY5369                          STATION RECOVERY (1952)
 SY5369
 SY5369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY5369'STATION AND REFERENCE MARK 1 NOT FOUND.
 SY5369'
 SY5369'REFERENCE MARK 2 WAS RECOVERED.
 SY5369'
 SY5369'AREA LEVELED AND A HOUSE BUILT IN THIS LOT.
 SY5369
 SY5369                          STATION RECOVERY (1953)
 SY5369
 SY5369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WNH)
 SY5369'STATION NOT RECOVERED.  REFERENCE MARK 1 RECOVERED ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1334 ***********************************************************************
 SX1334  DESIGNATION -  BLUFF
 SX1334  PID         -  SX1334
 SX1334  STATE/COUNTY-  WA/KING
 SX1334  USGS QUAD   -  EAGLE GORGE (1993)
 SX1334
 SX1334                         *CURRENT SURVEY CONTROL
 SX1334  ___________________________________________________________________
 SX1334* NAD 83(1991)-  47 17 53.28738(N)    121 51 59.88630(W)     ADJUSTED  
 SX1334* NAVD 88     -       659.     (meters)    2162.     (feet)  SCALED    
 SX1334  ___________________________________________________________________
 SX1334  LAPLACE CORR-          15.87  (seconds)                    DEFLEC99
 SX1334  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SX1334
 SX1334  HORZ ORDER  -  THIRD
 SX1334
 SX1334.The horizontal coordinates were established by classical geodetic methods
 SX1334.and adjusted by the National Geodetic Survey in December 1991..
 SX1334
 SX1334.The orthometric height was scaled from a topographic map.
 SX1334
 SX1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1334
 SX1334.The geoid height was determined by GEOID03.
 SX1334
 SX1334;                    North         East     Units Scale Factor Converg.
 SX1334;SPC WA N     -    33,672.327   421,848.358   MT  1.00004376   -0 46 09.5
 SX1334;SPC WA N     -   110,473.29  1,384,014.15   sFT  1.00004376   -0 46 09.5
 SX1334;UTM  10      - 5,238,918.507   585,683.809   MT  0.99969023   +0 49 58.6
 SX1334
 SX1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1334!SPC WA N     -   0.99990008  x   1.00004376  =   0.99994383
 SX1334!UTM  10      -   0.99990008  x   0.99969023  =   0.99959034
 SX1334
 SX1334                          SUPERSEDED SURVEY CONTROL
 SX1334
 SX1334  NAD 83(1986)-  47 17 53.27685(N)    121 51 59.89791(W) AD(       ) 3
 SX1334  NAD 27      -  47 17 53.91900(N)    121 51 55.49400(W) AD(       ) 3
 SX1334
 SX1334.Superseded values are not recommended for survey control.
 SX1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1334.See file dsdata.txt to determine how the superseded data were derived.
 SX1334
 SX1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8568438919(NAD 83)
 SX1334
 SX1334  HISTORY     - Date     Condition        Report By
 SX1334  HISTORY     - 1937     MONUMENTED       WAGS
 SX1334
 SX1334                          STATION DESCRIPTION
 SX1334
 SX1334'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1334'STATION IS APPROXIMATELY 1/4 MILE S OF THE NW CORNER SEC. 24,
 SX1334'T.21, R.7, ON THE RIDGE WHICH MARKS THE NW CORNER OF THE RANGE
 SX1334'BETWEEN THE WHITE RIVER AND THE GREEN RIVER.  ABOUT 1 MILE SW OF
 SX1334'TACOMA WATER HEADWORKS ON GREEN RIVER.  ABOUT 2 MILES E OF
 SX1334'BAYNE.  1/2 MILE E OF A POWER LINE.  AND AT AN ELEVATION OF ABOUT
 SX1334'2,200 FEET.  IT IS THE N END OF THE APPROXIMATELY LEVEL PART OF
 SX1334'THE LONG ROCK CLIFF (ABOUT 250 FEET HIGH) WHICH RUNS S MAGNETIC
 SX1334'ALONG THE TOP OF THE RIDGE.  CLIFF FACES W.  NORTH OF STATION
 SX1334'RIDGE SLOPES TOWARDS GREEN RIVER AND THE BLUFF LOSES ITS ROCKY,
 SX1334'VERTICAL CHARACTER.  STATION IS 6 FEET E OF THE RIM.
 SX1334'
 SX1334'FROM GREEN RIVER BRIDGE ON HIGHWAY AT KANASKAT RUN S 0.3 MILE TO
 SX1334'SMALL ROAD ON LEFT (NOTE SIGN RAILROAD CROSSING 400 FEET).  TURN
 SX1334'LEFT, RUN 0.1 MILE AND CROSS RAILROAD.  CONTINUE 0.4 MILE ALONG
 SX1334'TACOMA CITY WATER PIPE TO NORTHERN PACIFIC RAILROAD TRACKS.  CROSS
 SX1334'TRACKS AND RUN 100 YARDS.  PARK.  WALK S ACROSS TRACKS 100 YARDS
 SX1334'TO HOUSE OF MR. HUDSON.  NEAR SW CORNER OF HOUSE SEE TRAIL
 SX1334'LEADING S UP HILL.  FOLLOW IT 150 TO 200 YARDS TO TOP.  TAKE LEFT
 SX1334'FORK 100 YARDS E INTO OLD CLEARING OVERGROWN WITH BRUSH AND
 SX1334'BRIARS.  CONTINUE 300 TO 400 YARDS THROUGH CLEARING.
 SX1334'PATH LEAVES CLEARING NEAR ITS NE CORNER AND PASSES BESIDE COAL
 SX1334'PROSPECT.  BEYOND THIS TRAIL IS CLEAR WINDING
 SX1334'EASTWARD FOR 1/2 MILE TO AN OLD ORCHARD IN CLEARING ALONG
 SX1334'POWER LINE.  AT ORCHARD LIFT YOUR HEAD AND SEE ON SKY LINE ON
 SX1334'MAGNETIC AZIMUTH 95 DEG A HIGH ROCKY CLIFF ALONG THE TOP OF
 SX1334'THE RIDGE.  STATION IS AT THE LEFT END OF THE CLIFF.  PROCEED NE
 SX1334'ALONG POWER LINE TO POLE W/19/9 AT END OF RIDGE.  ENTER WOODS AND
 SX1334'FOLLOW RIDGE 1/2 MILE TO STATION.  TWO MILES FROM TRUCK
 SX1334'TO FOOT OF RIDGE.  TWO HOURS PACK ALTOGETHER.  VIEW IS CLEAR
 SX1334'FROM MAGNETIC AZIMUTH 196 DEG AROUND TO RIGHT TO TIGER
 SX1334'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2526 ***********************************************************************
 RC2526  DESIGNATION -  BLUFF
 RC2526  PID         -  RC2526
 RC2526  STATE/COUNTY-  WA/KLICKITAT
 RC2526  USGS QUAD   -  SUNDALE NW (1971)
 RC2526
 RC2526                         *CURRENT SURVEY CONTROL
 RC2526  ___________________________________________________________________
 RC2526* NAD 83(1991)-  45 42 02.80500(N)    120 29 32.71280(W)     ADJUSTED  
 RC2526* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 RC2526  ___________________________________________________________________
 RC2526  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 RC2526  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RC2526
 RC2526  HORZ ORDER  -  SECOND
 RC2526
 RC2526.The horizontal coordinates were established by classical geodetic methods
 RC2526.and adjusted by the National Geodetic Survey in December 1991..
 RC2526
 RC2526.The orthometric height was scaled from a topographic map.
 RC2526
 RC2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2526
 RC2526.The geoid height was determined by GEOID03.
 RC2526
 RC2526;                    North         East     Units Scale Factor Converg.
 RC2526;SPC WA S     -    40,842.257   500,590.331   MT  1.00003268   +0 00 19.8
 RC2526;SPC WA S     -   133,996.64  1,642,353.44   sFT  1.00003268   +0 00 19.8
 RC2526;SPC OR N     -   226,037.948 2,500,590.275   MT  0.99993769   +0 00 19.4
 RC2526;SPC OR N     -   741,594.32  8,204,036.34   iFT  0.99993769   +0 00 19.4
 RC2526;UTM  10      - 5,063,861.143   695,210.234   MT  1.00006852   +1 47 42.9
 RC2526
 RC2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2526!SPC WA S     -   0.99999130  x   1.00003268  =   1.00002398
 RC2526!SPC OR N     -   0.99999130  x   0.99993769  =   0.99992899
 RC2526!UTM  10      -   0.99999130  x   1.00006852  =   1.00005982
 RC2526
 RC2526|---------------------------------------------------------------------|
 RC2526| PID    Reference Object                     Distance      Geod. Az  |
 RC2526|                                                           dddmmss.s |
 RC2526| CF4544 BLUFF RM 2                            3.064 METERS 07016     |
 RC2526| RC2523 WILD                                APPROX. 1.3 KM 1604726.3 |
 RC2526| CF4543 BLUFF RM 1                            2.355 METERS 29240     |
 RC2526|---------------------------------------------------------------------|
 RC2526
 RC2526                          SUPERSEDED SURVEY CONTROL
 RC2526
 RC2526  NAD 83(1991)-  45 42 02.80500(N)    120 29 32.71280(W) AD(       ) 2
 RC2526  NAD 83(1986)-  45 42 02.81567(N)    120 29 32.70607(W) AD(       ) 2
 RC2526  NAD 27      -  45 42 03.35800(N)    120 29 28.52000(W) AD(       ) 2
 RC2526
 RC2526.Superseded values are not recommended for survey control.
 RC2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2526.See file dsdata.txt to determine how the superseded data were derived.
 RC2526
 RC2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR9521063861(NAD 83)
 RC2526
 RC2526  HISTORY     - Date     Condition        Report By
 RC2526  HISTORY     - 1941     MONUMENTED       USE
 RC2526  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2526
 RC2526                          STATION DESCRIPTION
 RC2526
 RC2526'DESCRIBED BY US ENGINEERS 1941 (JCS)
 RC2526'STATION IS LOCATED ABOUT 5 MILES S OF GOODNOE HILLS, 13 MILES W BY
 RC2526'S OF ROOSEVELT, 21 MILES E BY S OF GOLDENDALE, 1-1/2 MILES W OF THE
 RC2526'JUNCTION OF ROCK CREEK AND THE COLUMBIA RIVER, ON THE HIGHEST
 RC2526'POINT OF A LOW ROCK KNOLL LYING BETWEEN THE RAILROAD TRACKS AND
 RC2526'THE COLUMBIA RIVER.
 RC2526'
 RC2526'STATION IS MARKED BY A RAILROAD SPIKE SET IN CONCRETE.  BLUFF
 RC2526'USED 1935 IS SCRATCHED IN THE CONCRETE.
 RC2526'
 RC2526'REFERENCE MARKS ARE STANDARD U.S.C. AND G.S. BRONZE DISKS, STAMPED
 RC2526'BLUFF USED 1941, CEMENTED IN DEPRESSIONS IN ROCK OUTCROP.
 RC2526'
 RC2526'STATION IS REACHED FROM GOLDENDALE BY GOING S ON U.S. HIGHWAY 97
 RC2526'FOR 3.1 MILES TO THE ROOSEVELT ROAD LEFT, SIGN ROOSEVELT 38.  TURN
 RC2526'LEFT, E, AND FOLLOW THE ROAD TOWARD ROOSEVELT FOR 18.7 MILES TO A
 RC2526'CROSS ROAD.  TURN LEFT, ROOSEVELT ROAD, AND GO 2.65 MILES TO THE
 RC2526'FOOT OF A STEEP GRADE IN ROCK CREEK.  KEEP STRAIGHT AHEAD ON THE
 RC2526'MAIN-TRAVELED ROAD TO A T-ROAD SE OF RANCH BUILDINGS.  TURN
 RC2526'RIGHT AND GO 0.35 MILE.  TAKE RIGHT FORK, LEAVING THE
 RC2526'MAIN-TRAVELED ROAD, AND FOLLOW THE TRACK ROAD GOING DOWN ROCK
 RC2526'CREEK 4.0 MILES TO RAILROAD TRACKS.  CROSS TRACKS AND TURN
 RC2526'RIGHT, W, AND FOLLOW TRACK ROAD 0.5 MILE.  TAKE RIGHT FORK AND
 RC2526'CONTINUE W 0.9 MILE TO THE END OF TRUCK TRAVEL, 200 YARDS E OF
 RC2526'THE STATION AND 50 YARDS N OF BACKWATER OF THE COLUMBIA
 RC2526'RIVER.  A 5-MINUTE PACK.
 RC2526
 RC2526                          STATION RECOVERY (1959)
 RC2526
 RC2526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2526'THE STATION MARK IS DESTROYED.  REFERENCE MARKS WERE RECOVERED IN
 RC2526'GOOD CONDITION.
 RC2526'
 RC2526'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL, SLOPING
 RC2526'ROCK FORMATION THAT SLOPES FROM THE COLUMBIA RIVER TO A POINT ABOUT
 RC2526'50 FEET ABOVE AND SOUTH OF THE SPOKANE, PORTLAND, AND SEATTLE
 RC2526'RAILWAY TRACKS.  THIS IS AT A POINT ABOUT 14 MILES WEST OF
 RC2526'ARLINGTON, OREGON, ABOUT 19 MILES SOUTHWEST OF GOLDENDALE,
 RC2526'WASHINGTON, AND ABOUT 3/4 MILE NORTHEAST OF QUINTON, OREGON.
 RC2526'
 RC2526'THE STATION WAS FOUND TO BE BROKEN LOOSE FROM THE BEDROCK TO
 RC2526'WHICH IT WAS CEMENTED.  THE REFERENCE MARKS WERE FOUND TO BE IN
 RC2526'GOOD CONDITION AND COULD BE OCCUPIED IF NECESSARY.
 RC2526'
 RC2526'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLUFF USED
 RC2526'NO 1 1941 SET IN A DRILL HOLE IN BEDROCK.  IT IS NORTHWEST OF
 RC2526'AND ABOUT A FOOT HIGHER THAN THE SITE OF THE STATION MARK.
 RC2526'
 RC2526'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLUFF USED
 RC2526'NO 2 1942 SET IN A DRILL HOLE IN BEDROCK.  IT IS EAST OF AND ABOUT
 RC2526'A FOOT LOWER THAN THE SITE OF THE STATION MARK.
 RC2526'
 RC2526'TO REACH THE STATION FROM THE HIGHWAY BRIDGE OVER ROCK CREEK, GO
 RC2526'EAST ON THE GOODNOE HILLS-ROOSEVELT ROAD (WASHINGTON STATE HIGHWAY
 RC2526'8) FOR 0.5 MILE TO A GRAVEL ROAD LEADING RIGHT OR SOUTH.  TAKE THIS
 RC2526'GRAVEL ROAD FOR 3.45 MILES, KEEPING LEFT AT ALL FORKS, TO THE
 RC2526'FIRST FORD ACROSS ROCK CREEK.  CROSS THE CREEK AND CONTINUE SOUTH
 RC2526'FOR 0.7 MILE TO A ROAD INTERSECTION.  TURN HARD LEFT, FORDING
 RC2526'ROCK CREEK THE SECOND TIME, THROUGH THE TREES ON THE EAST
 RC2526'BANK, THEN SOUTH FOR 0.2 MILE, TO A RAILROAD CROSSING WITH A
 RC2526'WIRE GATE ON BOTH SIDES OF THE TRACKS.  PASS THROUGH THE
 RC2526'GATES AND OVER THE TRACKS, THEN AROUND A SMALL CORRAL ON A
 RC2526'TRACK ROAD FOR 0.15 MILE TO A DIM ROAD FORK.  TAKE THE RIGHT
 RC2526'FORK, FORDING ROCK CREEK FOR THE THIRD TIME, FOR 0.4 MILE TO
 RC2526'ANOTHER FORK.  TAKE THE RIGHT FORK, THEN CROSS-COUNTRY FOLLOWING
 RC2526'THE RAILROAD AS CLOSELY AS POSSIBLE FOR ABOUT 0.8 MILE TO THE
 RC2526'END OF TRUCK TRAVEL.  PACK ABOUT 1/4 MILE WEST ALONG THE
 RC2526'RAILROAD TO A POINT WHERE THE ROCK BLUFF IS PROMINENT ON THE
 RC2526'SOUTH SIDE OF THE TRACKS.  CLIMB TO THE HIGHEST POINT AND THE
 RC2526'STATION.  THIS IS ABOUT A TEN MINUTE PACK.
 RC2526'
 RC2526'NOTE--A FOUR WHEEL DRIVE VEHICLE IS ADVISABLE TO REACH THIS
 RC2526'STATION.
 RC2526'
 RC2526'THIS STATION IS ABOUT 75 FEET ABOVE THE WATER AT NORMAL RIVER
 RC2526'STAGE.  ON THE COMPLETION OF THE JOHN DAY DAM, THIS STATION WILL
 RC2526'EITHER BE UNDER WATER OR ACCESSIBLE ONLY BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2010 ***********************************************************************
 SA2010  DESIGNATION -  BLUFF
 SA2010  PID         -  SA2010
 SA2010  STATE/COUNTY-  WA/BENTON
 SA2010  USGS QUAD   -  WALLULA (1992)
 SA2010
 SA2010                         *CURRENT SURVEY CONTROL
 SA2010  ___________________________________________________________________
 SA2010* NAD 83(1991)-  46 01 58.90580(N)    118 57 41.97035(W)     ADJUSTED  
 SA2010* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 SA2010  ___________________________________________________________________
 SA2010  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 SA2010  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SA2010
 SA2010  HORZ ORDER  -  SECOND
 SA2010
 SA2010.The horizontal coordinates were established by classical geodetic methods
 SA2010.and adjusted by the National Geodetic Survey in December 1991..
 SA2010
 SA2010.The orthometric height was scaled from a topographic map.
 SA2010
 SA2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2010
 SA2010.The geoid height was determined by GEOID03.
 SA2010
 SA2010;                    North         East     Units Scale Factor Converg.
 SA2010;SPC WA S     -    78,932.460   619,081.859   MT  0.99996071   +1 07 02.8
 SA2010;SPC WA S     -   258,964.25  2,031,104.40   sFT  0.99996071   +1 07 02.8
 SA2010;SPC OR N     -   264,099.822 2,619,087.912   MT  1.00000857   +1 05 27.5
 SA2010;SPC OR N     -   866,469.23  8,592,808.11   iFT  1.00000857   +1 05 27.5
 SA2010;UTM  11      - 5,099,588.038   348,195.683   MT  0.99988330   -1 24 43.8
 SA2010
 SA2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2010!SPC WA S     -   0.99994836  x   0.99996071  =   0.99990907
 SA2010!SPC OR N     -   0.99994836  x   1.00000857  =   0.99995693
 SA2010!UTM  11      -   0.99994836  x   0.99988330  =   0.99983166
 SA2010
 SA2010|---------------------------------------------------------------------|
 SA2010| PID    Reference Object                     Distance      Geod. Az  |
 SA2010|                                                           dddmmss.s |
 SA2010| CF4546 BLUFF RM 2                            9.172 METERS 06702     |
 SA2010| CF6077 LASTS                                              1263357.2 |
 SA2010| CF4545 BLUFF RM 1                            8.786 METERS 34105     |
 SA2010| SA2004 BARREN                              APPROX. 6.7 KM 3494145.0 |
 SA2010|---------------------------------------------------------------------|
 SA2010
 SA2010                          SUPERSEDED SURVEY CONTROL
 SA2010
 SA2010  NAD 83(1991)-  46 01 58.90587(N)    118 57 41.97029(W) AD(       ) 2
 SA2010  NAD 83(1986)-  46 01 58.91184(N)    118 57 41.96342(W) AD(       ) 2
 SA2010  NAD 27      -  46 01 59.42700(N)    118 57 37.95400(W) AD(       ) 2
 SA2010
 SA2010.Superseded values are not recommended for survey control.
 SA2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2010.See file dsdata.txt to determine how the superseded data were derived.
 SA2010
 SA2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL4819699588(NAD 83)
 SA2010_MARKER: Z = SEE DESCRIPTION
 SA2010_SETTING: 0 = UNSPECIFIED SETTING
 SA2010
 SA2010  HISTORY     - Date     Condition        Report By
 SA2010  HISTORY     - 1942     MONUMENTED       USE
 SA2010  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SA2010
 SA2010                          STATION DESCRIPTION
 SA2010
 SA2010'DESCRIBED BY US ENGINEERS 1942 (ANS)
 SA2010'STATION IS ABOUT 15 MILES SE OF KENNEWICK, ABOUT 3 MILES SW OF
 SA2010'WALLULA ON A ROCK BLUFF ABOUT OPPOSITE THE LOWER END OF LASTS
 SA2010'ISLAND.  THE STATION IS ON A VERY PROMINENT BLUFF ON THE NW SIDE
 SA2010'OF THE COLUMBIA RIVER.  IT IS ON A HIGH ROCKY POINT, THE HIGHEST
 SA2010'POINT FOR SEVERAL MILES UP AND DOWN THE RIVER.  THERE IS A DEEP
 SA2010'COULEE RUNNING PARALLEL TO THE RIVER ABOUT 500 FEET N OF THE
 SA2010'STATION.
 SA2010'
 SA2010'THE STATION IS MARKED BY A STANDARD U.S.E. DISK SET IN A ROCK
 SA2010'OUTCROP 8 FEET N OF THE EDGE OF THE BLUFF.  THE MARK IS STAMPED
 SA2010'BLUFF 1941.
 SA2010'
 SA2010'NO UNDERGROUND MARK WAS SET.
 SA2010'
 SA2010'REFERENCE MARK NO.1 IS ABOUT 1 METER LOWER THAN THE STATION,
 SA2010'SET IN A PYRAMIDAL-SHAPED BOULDER ABOUT 2 FEET HIGH.  THE MARK IS
 SA2010'A STANDARD U.S.E. DISK AND IS STAMPED BLUFF NO.1, 1941.
 SA2010'
 SA2010'REFERENCE MARK NO.2 IS ABOUT 1 FOOT LOWER THAN THE STATION
 SA2010'AND IS SET IN A BOULDER ON THE EDGE OF THE BLUFF.  THE MARK IS A
 SA2010'STANDARD U.S.E. DISK AND IS STAMPED BLUFF NO.2, 1941.
 SA2010'
 SA2010'STATION LASTS (U.S.E.) IS USED AS AN AZIMUTH.
 SA2010'
 SA2010'TO REACH THE STATION FROM THIRD AND WASHINGTON STREETS IN
 SA2010'KENNEWICK GO E ON THE ROAD TOWARD HOVER FOR 10.4 MILES TO ROAD
 SA2010'FORKS.  GO RIGHT (SW) FOR 3.6 MILES TO A SIDE ROAD LEADING SE
 SA2010'THROUGH CATTLE GUARD.  PASS THROUGH CATTLE GUARD AND GO 0.8 MILE
 SA2010'TO ROAD FORKS.  GO RIGHT FOR 1.9 MILES TO SADDLE, LEAVE ROAD AND
 SA2010'GO SE FOR 1.7 MILES ALONG RIDGE TOP TO THE STATION.
 SA2010
 SA2010                          STATION RECOVERY (1956)
 SA2010
 SA2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 SA2010'(PREVIOUS DESCRIPTION IS ON PAGE 13)--THE STATION AND REFERENCE
 SA2010'MARKS WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK (LASTS
 SA2010'(U.S.E.)) IS COVERED BY THE POOL IMPOUNDED BY MC NARY DAM AND WAS
 SA2010'NOT RECOVERED.
 SA2010'
 SA2010'THE STATION IS ABOUT 15 MI. SE OF KENNEWICK, ABOUT 3 MI. SW
 SA2010'OF WALLULA, ON A HIGH ROCK BLUFF ON THE NW SIDE OF AND
 SA2010'OVERLOOKING THE COLUMBIA RIVER, ACROSS THE RIVER AND NW FROM THE
 SA2010'GRAIN ELEVATOR AT PORT KELLEY.  IT IS ON THE HIGHEST ROCK POINT
 SA2010'FOR SEVERAL MILES UP AND DOWN THE RIVER AND THERE IS A DEEP
 SA2010'COULEE RUNNING PARALLEL TO THE RIVER ABOUT 500 FT. NW OF THE
 SA2010'STATION.
 SA2010'
 SA2010'TO REACH THE STATION FROM THE INTERSECTION OF KENNEWICK AVENUE
 SA2010'AND WASHINGTON STREET IN KENNEWICK, GO S ON WASHINGTON STREET FOR
 SA2010'0.2 MI. TO THIRD AVENUE.  TURN LEFT ON THIRD AVENUE AND GO 7.6
 SA2010'MI. ALONG THE MAIN PAVED ROAD TO FINELY GRANGE HALL.  TURN LEFT
 SA2010'(PASSING GRANGE HALL ON THE RIGHT) AND GO 1.2 MI. TO A
 SA2010'CROSSROAD.  TURN RIGHT (MEALS ROAD) AND GO 0.7 MI. TO A RAILROAD
 SA2010'CROSSING, THEN CONTINUE AHEAD FOR 3.0 MI. TO A ROAD LEFT
 SA2010'(HOOVER ROAD).  CONTINUE STRAIGHT ON MEALS ROAD FOR 2.1 MI. TO
 SA2010'A Y-JUNCTION WITH AYERS ROAD.  BEAR LEFT ON AYERS ROAD
 SA2010'FOR 0.4 MI. TO A FORK.  TAKE RIGHT FORK AND GO 0.8 MI. TO A
 SA2010'ROAD RIGHT.  CONTINUE STRAIGHT FOR 0.8 MI. TO A FORK.
 SA2010'TAKE THE LEFT FORK AND GO 0.7 MI. TO A FORK.  TAKE THE LEFT
 SA2010'FORK AND GO 0.5 MI. TO A JUNCTION WITH A DIM DIRT ROAD LEFT.  TURN
 SA2010'LEFT ON THE DIM ROAD FOR 1.2 MI. TO THE BOTTOM OF A COULEE.
 SA2010'TURN RIGHT DOWN COULEE FOR 0.1 MI. TO END OF TRUCK TRAVEL.
 SA2010'PACK UPHILL TO THE SE FOR ABOUT 200 YD. TO THE EDGE OF A
 SA2010'BLUFF AND THE STATION ON THE HIGHEST POINT.
 SA2010'
 SA2010'THE STATION MARK IS A STANDARD CORPS OF ENGINEERS DISK, STAMPED
 SA2010'BLUFF 1941, SET IN A DRILL HOLE IN A ROCK OUTCROP 8 FT. N OF
 SA2010'THE EDGE OF A BLUFF.
 SA2010'
 SA2010'REFERENCE MARK 1 IS A CORPS OF ENGINEERS DISK, STAMPED RM NO 1
 SA2010'1941, SET IN THE TOP OF A 2-FT. HIGH PYRAMIDAL BOULDER WHICH
 SA2010'IS ABOUT 3 FT. LOWER THAN THE STATION.
 SA2010'
 SA2010'REFERENCE MARK 2 IS A CORPS OF ENGINEERS DISK, STAMPED RM
 SA2010'NO 2 1941, SET IN A DRILL HOLE IN A BOULDER AT THE EDGE OF THE
 SA2010'BLUFF, ABOUT 1 FT. LOWER THAN THE STATION.
 SA2010'
 SA2010'THE AZIMUTH MARK HAS BEEN LOST DUE TO THE FLOODING OF THE LAKE
 SA2010'BEHIND MC NARY DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2304 ***********************************************************************
 SA2304  DESIGNATION -  BLUFF
 SA2304  PID         -  SA2304
 SA2304  STATE/COUNTY-  WA/FRANKLIN
 SA2304  USGS QUAD   -  WOODED ISLAND (1992)
 SA2304
 SA2304                         *CURRENT SURVEY CONTROL
 SA2304  ___________________________________________________________________
 SA2304* NAD 83(1991)-  46 24 22.73054(N)    119 15 06.44725(W)     ADJUSTED  
 SA2304* NAVD 88     -       276.1    (meters)     906.     (feet)  VERTCON   
 SA2304  ___________________________________________________________________
 SA2304  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 SA2304  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SA2304
 SA2304  HORZ ORDER  -  FIRST
 SA2304
 SA2304.The horizontal coordinates were established by classical geodetic methods
 SA2304.and adjusted by the National Geodetic Survey in December 1991..
 SA2304
 SA2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2304
 SA2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2304
 SA2304.The geoid height was determined by GEOID03.
 SA2304
 SA2304;                    North         East     Units Scale Factor Converg.
 SA2304;SPC WA S     -   120,020.599   595,968.472   MT  0.99991944   +0 54 24.1
 SA2304;SPC WA S     -   393,767.58  1,955,273.23   sFT  0.99991944   +0 54 24.1
 SA2304;UTM  11      - 5,141,657.238   326,921.424   MT  0.99996824   -1 37 52.5
 SA2304
 SA2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2304!SPC WA S     -   0.99996012  x   0.99991944  =   0.99987956
 SA2304!UTM  11      -   0.99996012  x   0.99996824  =   0.99992836
 SA2304
 SA2304:                Primary Azimuth Mark                     Grid Az
 SA2304:SPC WA S     -  T11N R28E SECS 25 36 1/4 COR             157 35 44.4
 SA2304:UTM  11      -  T11N R28E SECS 25 36 1/4 COR             160 08 01.0
 SA2304
 SA2304|---------------------------------------------------------------------|
 SA2304| PID    Reference Object                     Distance      Geod. Az  |
 SA2304|                                                           dddmmss.s |
 SA2304| CF6908 T11N R28E SECS 25 36 1/4 COR                       1583008.5 |
 SA2304| CF4540 BLUFF RM 2                           12.874 METERS 16402     |
 SA2304| SA2325 WHITE BLUFF                         APPROX. 1.2 KM 1911748.5 |
 SA2304| CF4541 BLUFF RM 3                           15.464 METERS 24430     |
 SA2304| CF4539 BLUFF RM                            206.389 METERS 30252     |
 SA2304|---------------------------------------------------------------------|
 SA2304
 SA2304                          SUPERSEDED SURVEY CONTROL
 SA2304
 SA2304  NAD 83(1991)-  46 24 22.73173(N)    119 15 06.44314(W) AD(       ) 1
 SA2304  NAD 83(1986)-  46 24 22.73955(N)    119 15 06.43808(W) AD(       ) 1
 SA2304  NAD 27      -  46 24 23.24700(N)    119 15 02.38700(W) AD(       ) 1
 SA2304  NGVD 29 (07/19/86)  275.1    (m)          903.     (f) VERT ANG       
 SA2304
 SA2304.Superseded values are not recommended for survey control.
 SA2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2304.See file dsdata.txt to determine how the superseded data were derived.
 SA2304
 SA2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2692141657(NAD 83)
 SA2304_MARKER: DS = TRIANGULATION STATION DISK
 SA2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2304_STAMPING: BLUFF 1925
 SA2304_MARK LOGO: CGS   
 SA2304
 SA2304  HISTORY     - Date     Condition        Report By
 SA2304  HISTORY     - 1925     MONUMENTED       CGS
 SA2304  HISTORY     - 1933     GOOD             CGS
 SA2304  HISTORY     - 1942     GOOD             CGS
 SA2304  HISTORY     - 1947     GOOD             CGS
 SA2304  HISTORY     - 1954     GOOD             CGS
 SA2304  HISTORY     - 1974     GOOD             USGS
 SA2304  HISTORY     - 1980     GOOD             WPRS
 SA2304  HISTORY     - 1980     GOOD             NGS
 SA2304  HISTORY     - 1988     GOOD             WADNR
 SA2304
 SA2304                          STATION DESCRIPTION
 SA2304
 SA2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WHB)
 SA2304'STATION IS ABOUT 19 MILES BY ROAD N BY W FROM PASCO, 1 MILE SW OF
 SA2304'R.M. RANKINS HOUSE, 1/2 MILE E OF THE COLUMBIA RIVER ON THE
 SA2304'HIGHEST AND NORTHERNMOST PART OF A LOW RIDGE LEADING FROM THE
 SA2304'RIVER BLUFF IN THE SW QUARTER OF SECTION 25, T. 11 N, R. 28 E.
 SA2304'
 SA2304'U.S.G.S. STATION WHITE BLUFF IS ON A ROUND-TOP HILL IN THE NW
 SA2304'QUARTER SECTION 36.
 SA2304'
 SA2304'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 SA2304'CONCRETE.
 SA2304'
 SA2304'THE REFERENCE MARK IS ON A ROUND-TOP KNOLL NEAR THE RIVER BLUFF.
 SA2304'
 SA2304'NOTE--A REFERENCE MARK WAS USED FOR THE UNDERGROUND STATION MARK.
 SA2304
 SA2304                          STATION RECOVERY (1933)
 SA2304
 SA2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 SA2304'STATION RECOVERED AS DESCRIBED.
 SA2304
 SA2304                          STATION RECOVERY (1942)
 SA2304
 SA2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (ANS)
 SA2304'STATION IS ABOUT 19 MILES BY ROAD N BY W FROM PASCO, 1 MILE SW
 SA2304'OF THE R.M. RANKIN HOUSE, 1/2 MILE E OF THE COLUMBIA RIVER, ON
 SA2304'THE HIGHEST AND NORTHERNMOST PART OF A LOW RIDGE LEADING FROM THE
 SA2304'RIVER BLUFF, IN THE SW QUARTER OF SECTION 25, T.  11 N, R. 28 E.
 SA2304'
 SA2304'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 SA2304'DISKS SET IN CONCRETE.
 SA2304'
 SA2304'REFERENCE MARK IS ON A ROUND-TOP KNOLL NEAR THE RIVER BLUFF.
 SA2304'
 SA2304'U.S. GEOLOGICAL SURVEY STATION WHITE BLUFF IS ON A ROUND-TOP HILL
 SA2304'IN THE NW QUARTER OF SECTION 36.
 SA2304'
 SA2304'UNDERGROUND MARK IS A REFERENCE MARK DISK.
 SA2304'
 SA2304'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1933
 SA2304'WITH THE EXCEPTIONS NOTED.
 SA2304'
 SA2304'TO REACH FROM STOP LIGHT IN PASCO, GO N ON HIGHWAY 395 FOR 0.7
 SA2304'MILE TO SERVICE STATION ON THE LEFT.  TURN LEFT, W, IMMEDIATELY
 SA2304'AFTER PASSING SERVICE STATION AND FOLLOW OIL ROAD W FOR 4.0 MILES
 SA2304'TO CROSSROADS.  TURN RIGHT ON OIL ROAD AND GO 1.0 MILE TO END OF
 SA2304'OIL ROAD.  CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD AND GO 5.0
 SA2304'MILES TO TRACK ROAD ON RIGHT.  TURN RIGHT ON TRACK ROAD AND GO
 SA2304'5.4 MILES, NORTHERLY, KEEPING STRAIGHT AHEAD AT ALL TIMES, TO
 SA2304'FORKS.  TAKE LEFT FORK, WESTERLY, AND GO 1.3 MILES TO GATE.
 SA2304'TURN LEFT IMMEDIATELY AFTER PASSING THROUGH GATE, AND GO
 SA2304'0.5 MILE.  HERE LEAVE ROAD, TURN RIGHT, AND GO 0.25 MILE
 SA2304'ACROSS COUNTRY TO TOP OF SMALL ROUND HILL AND STATION.
 SA2304'
 SA2304'STATION WAS USED FOR A CHECK ANGLE FOR EXISTING TRIANGULATION.
 SA2304'
 SA2304'THIS DESCRIPTION SUPERSEDES ALL OTHERS.
 SA2304
 SA2304                          STATION RECOVERY (1947)
 SA2304
 SA2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SA2304'THE STATION WAS FOUND AS DESCRIBED, AND ALL MARKS ARE IN GOOD
 SA2304'CONDITION.  TWO NEW REFERENCE MARKS WERE SET AND NUMBERED 2 AND 3.
 SA2304'
 SA2304'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF PASCO, 1 MILE
 SA2304'SOUTHWEST OF THE R.M. RANKIN RESIDENCE, 1/2 MILE EAST OF THE
 SA2304'COLUMBIA RIVER, AND ON THE HIGHEST AND NORTHERNMOST PART OF A LOW
 SA2304'RIDGE EXTENDING FROM THE RIVER BLUFF.
 SA2304'
 SA2304'THE STATION MARK IS A STANDARD DISK, STAMPED BLUFF 1925, SET IN
 SA2304'THE TOP OF A 12 INCH SQUARE CONCRETE POST, PROJECTING 8 INCHES.
 SA2304'
 SA2304'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BLUFF 1925,
 SA2304'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, FLUSH WITH THE
 SA2304'GROUND AND ABOUT 4 FEET HIGHER THAN THE STATION.
 SA2304'
 SA2304'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BLUFF NO 2
 SA2304'1947, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST, PROJECTING
 SA2304'4 INCHES AND 2.5 FEET LOWER THAN THE STATION.
 SA2304'
 SA2304'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED BLUFF NO 3
 SA2304'1947, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST, PROJECTING
 SA2304'3 INCHES AND 2 FEET LOWER THAN THE STATION.
 SA2304'
 SA2304'THE AZIMUTH MARK IS A BUREAU OF RECLAMATION DISK, NORTHWEST
 SA2304'QUARTER OF SECTION 36, STAMPED 1940, AND RIVETED TO THE TOP OF A
 SA2304'1 INCH IRON PIPE PROJECTING 3 INCHES.  TO REACH FROM THE STATION
 SA2304'GO SOUTH SOUTHEAST FOR 0.3 MILE TO GATE AND THE AZIMUTH MARK ON
 SA2304'THE RIGHT.
 SA2304'
 SA2304'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PASCO, GO WEST
 SA2304'FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 410 AND 395.  TURN
 SA2304'RIGHT, NORTH, AND GO 0.8 MILE TO THE CITY LIMITS SIGN.  FROM THE
 SA2304'CITY LIMITS SIGN TURN LEFT ON SURFACED ROAD AND GO 4.3 MILES.
 SA2304'TURN NORTH, AND GO 0.1 MILE TO THE END OF SURFACED ROAD.  CONTINUE
 SA2304'STRAIGHT AHEAD ON GRAVELED ROAD FOR 10.3 MILES TO A DIRT
 SA2304'ROAD ON THE RIGHT.  THIS IS JUST AFTER PASSING A PUMPING
 SA2304'STATION WITH A SILVER PIPE EXTENDING UNDER THE ROAD.  TURN
 SA2304'RIGHT ON DIRT ROAD AND GO 1.0 MILE TO A WHEAT FIELD.  CONTINUE ON
 SA2304'TRACK ROAD THROUGH WHEAT FIELD FOR 1.1 MILES TO A FENCE AND THE
 SA2304'AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR
 SA2304'0.2 MILE.  TURN LEFT, CROSS COUNTRY, FOR 0.2 MILE TO THE
 SA2304'HIGHEST POINT OF RIDGE AND STATION.
 SA2304
 SA2304                          STATION RECOVERY (1954)
 SA2304
 SA2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SA2304'THE STATION WAS RECOVERED.  THE STATION MARK, REFERENCE MARKS
 SA2304'NOS. 1,2,3 AND THE AZIMUTH MARK WERE ALL RECOVERED AS
 SA2304'DESCRIBED.  THE MARKS ARE ALL IN GOOD CONDITION.
 SA2304'
 SA2304'THE PROPERTY OWNER MR. R.L. SULLIVAN WAS CONTACTED AND IT IS
 SA2304'LEARNED HE PLANS TO BUILD A HOME ON THE SUMMIT OF THE KNOLL WHERE
 SA2304'THE STATION IS LOCATED.  HE DOES NOT PLAN TO UNDERTAKE THIS WORK
 SA2304'UNTIL SEPTEMBER 1954.  DUE TO THE UNCERTAINTY OF BUILDING PLANS
 SA2304'AT THIS TIME MR. SULLIVAN WAS UNABLE TO SUGGEST A NEW SITE FOR
 SA2304'THE MARKS TO BE PLACED THAT WOULD BE A MORE PERMANENT LOCATION
 SA2304'THAN THE PRESENT SITE.  MR. SULLIVAN WAS INSTRUCTED BY THIS
 SA2304'PARTY THAT HE SHOULD CONTACT THE SEATTLE OFFICE AFTER HE DECIDES
 SA2304'WHAT HIS PLANS ARE.  THEN IF NECESSARY THE STATION MARK AND
 SA2304'REFERENCE MARKS NO. 2 AND NO. 3 WOULD BE MOVED UPON REQUEST TO
 SA2304'A SAFE LOCATION IN THE IMMEDIATE AREA.
 SA2304'
 SA2304'REFERENCE MARK NO.4 WAS ESTABLISHED AT THIS TIME TO FURTHER ASSURE
 SA2304'RECOVERY OF THE STATION.  REFERENCE MARK NO.4 IS LOCATED ON THE
 SA2304'BLUFF 25 FEET WEST OF WEST EDGE OF CULTIVATED LAND AND ON THE FIRST
 SA2304'RIDGE POINT NORTH OF A DEEP GULCH IN THE BLUFF LINE.  IT IS WEST
 SA2304'OF THE STATION AND APPROXIMATELY 10 FEET LOWER IN ELEVATION.  THE
 SA2304'MARK IS A STANDARD REFERENCE DISK EMBEDDED IN TOP OF A 10 BY
 SA2304'10 INCH CONCRETE POST.  THE DISK IS STAMPED BLUFF NO.4 1925.
 SA2304'THE MARK PROJECTS 4 INCHES.
 SA2304'
 SA2304'DUE TO CHANGES IN THE ROAD A NEW DESCRIPTION TO REACH THE STATION
 SA2304'IS AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAYS 410 AND 395 AT
 SA2304'4TH. AVENUE AND W. LEWIS STREET IN PASCO GO NORTH ON HIGHWAY 395
 SA2304'FOR 0.8 MILE TO CROSS STREETS.
 SA2304'
 SA2304'TURN LEFT AND FOLLOW W COURT STREET, WEST, FOR 1.55 MILES CROSSING
 SA2304'THE NEW HIGHWAY, CONTINUE STRAIGHT AHEAD FOR 2.45 MILES TO CROSS
 SA2304'ROAD (ROAD 68 COVEY).  RADIO STATION KALE IS IN THE NORTHEAST
 SA2304'ANGLE OF INTERSECTION.  TURN RIGHT, NORTH, AND FOLLOW SURFACED
 SA2304'ROAD FOR 9.75 MILES TO A GRAVEL ROAD FORKING RIGHT.  FOLLOW GRAVEL
 SA2304'ROAD, RIGHT, UP GRADE FOR 2.15 MILES TO A T-ROAD SHARP LEFT.  TURN
 SA2304'SHARP LEFT AND FOLLOW GRAVEL ROAD FOR 1.95 MILES TO A FIELD ROAD
 SA2304'ON LEFT AT POINT OF RIGHT ANGLE TURN IN MAIN GRAVEL ROAD.  THE
 SA2304'STATION IS 0.5 MILE TO THE NORTHWEST ON SMALL KNOLL IN
 SA2304'CULTIVATED FIELD.  A TRUCK CAN BE DRIVEN TO THE STATION BY
 SA2304'FOLLOWING FIELD ROAD ALONG EAST EDGE OF FIELD THEN BEAR LEFT,
 SA2304'WEST, TO TOP OF KNOLL AND STATION.
 SA2304
 SA2304                          STATION RECOVERY (1974)
 SA2304
 SA2304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA2304'STATION MARK WAS FOUND IN EXCELLENT CONDITION IN THE FRONT LAWN OF
 SA2304'A FARMERS HOME.  ALL REFERENCE MARKS WERE DESTROYED IN THE
 SA2304'CONSTRUCTION OF THE HOUSE.
 SA2304
 SA2304                          STATION RECOVERY (1980)
 SA2304
 SA2304'RECOVERY NOTE BY US WATER AND POWER RESOURCES SERVICE 1980 (RJL)
 SA2304'DUE TO LAND MOVEMENT TOWARD RIVER, THIS TRIANGULATION STATION WILL
 SA2304'BE DESTROYED.  AT THIS TIME IT IS USABLE.
 SA2304'
 SA2304'P.S.  OUR EDM SYSTEM CHECKS YOUR DISTANCE OF 100TH OF A FOOT.
 SA2304'
 SA2304'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12 MILES NW OF
 SA2304'PASCO ON COLUMBIA RIVER BANK.
 SA2304
 SA2304                          STATION RECOVERY (1980)
 SA2304
 SA2304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SA2304'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN GOOD
 SA2304'CONDITION.  THE STATION MARK IS IN THE FRONT YARD OF THE SULLIVAN
 SA2304'HOME AND WILL NOT SEE RM 4 BECAUSE OF A HIGH HEDGE.  THE ROUTE TO
 SA2304'REACH IN THE 1954 RECOVERY NOTE IS ADEQUATE AT THIS DATE.
 SA2304
 SA2304                          STATION RECOVERY (1988)
 SA2304
 SA2304'RECOVERY NOTE BY WA DEPT OF NAT RES 1988 (JE)
 SA2304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2380 ***********************************************************************
 TR2380  DESIGNATION -  BLUFF 1892
 TR2380  PID         -  TR2380
 TR2380  STATE/COUNTY-  WA/CLALLAM
 TR2380  USGS QUAD   -  DUNGENESS (1979)
 TR2380
 TR2380                         *CURRENT SURVEY CONTROL
 TR2380  ___________________________________________________________________
 TR2380* NAD 83(1991)-  48 08 39.89736(N)    123 11 23.68292(W)     ADJUSTED  
 TR2380* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 TR2380  ___________________________________________________________________
 TR2380  LAPLACE CORR-          -7.80  (seconds)                    DEFLEC99
 TR2380  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 TR2380
 TR2380  HORZ ORDER  -  THIRD
 TR2380
 TR2380.The horizontal coordinates were established by classical geodetic methods
 TR2380.and adjusted by the National Geodetic Survey in December 1991..
 TR2380
 TR2380.The orthometric height was scaled from a topographic map.
 TR2380
 TR2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2380
 TR2380.The geoid height was determined by GEOID03.
 TR2380
 TR2380;                    North         East     Units Scale Factor Converg.
 TR2380;SPC WA N     -   129,923.642   324,668.377   MT  0.99994236   -1 45 16.3
 TR2380;SPC WA N     -   426,257.82  1,065,182.83   sFT  0.99994236   -1 45 16.3
 TR2380;UTM  10      - 5,332,369.097   485,873.010   MT  0.99960245   -0 08 29.2
 TR2380
 TR2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2380!SPC WA N     -   0.99999901  x   0.99994236  =   0.99994137
 TR2380!UTM  10      -   0.99999901  x   0.99960245  =   0.99960146
 TR2380
 TR2380                          SUPERSEDED SURVEY CONTROL
 TR2380
 TR2380  NAD 83(1986)-  48 08 39.90025(N)    123 11 23.69404(W) AD(       ) 3
 TR2380  NAD 27      -  48 08 40.54400(N)    123 11 19.05200(W) AD(       ) 3
 TR2380
 TR2380.Superseded values are not recommended for survey control.
 TR2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2380.See file dsdata.txt to determine how the superseded data were derived.
 TR2380
 TR2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8587332369(NAD 83)
 TR2380
 TR2380  HISTORY     - Date     Condition        Report By
 TR2380  HISTORY     - 1892     MONUMENTED       CGS
 TR2380  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TR2380
 TR2380                          STATION DESCRIPTION
 TR2380
 TR2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (JJG)
 TR2380'THIS STATION IS ON TOP OF BLUFF AT BASE OF DUNGENESS SPIT.  AT
 TR2380'THIS POINT A LARGE SPACE HAS BEEN CLEARED, EVIDENTLY FOR A
 TR2380'LOGGING CAMP.  STATION IS AT THE SW PART OF CLEARING, 13 PACES
 TR2380'FROM THE NEAREST SMALL FIR TREE AT EDGE OF BLUFF AND 7 PACES
 TR2380'BACK FROM EDGE OF BLUFF.  EIGHT PACES E IS THE CENTER OF AN OLD
 TR2380'LOGGING ROAD.  STATION IS MARKED BY A LARGE BOULDER 14 INCHES
 TR2380'BENEATH THE SURFACE, HAVING A 1-INCH HOLE 2 INCHES DEEP.  STONE
 TR2380'WEIGHS ABOUT 250 POUNDS.  AN OLD CEDAR STUMP IN PROLONGATION
 TR2380'OF LINE FROM STRIPED PEAK IS DISTANT 6 PACES.  ANOTHER STUMP 3
 TR2380'PACES TOWARD CANAL DE HAVO IS NOT SOLID.  FOUR PACES FURTHER IN
 TR2380'NEARLY SAME LINE IS ANOTHER STUMP, BUT SOLID.
 TR2380
 TR2380                          STATION RECOVERY (1926)
 TR2380
 TR2380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR2380'COULD NOT BE FOUND AFTER THOROUGH SEARCH.  THE TOPOGRAPHY SEEMS
 TR2380'TO INDICATE THAT STATION HAS FALLEN OVER ERODING BLUFF.  A LOG
 TR2380'SKIDWAY AT THIS POINT EVIDENTLY CAUSED THE EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1227 ***********************************************************************
 TR1227  DESIGNATION -  BLUFF 1907
 TR1227  PID         -  TR1227
 TR1227  STATE/COUNTY-  WA/SKAGIT
 TR1227  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1227
 TR1227                         *CURRENT SURVEY CONTROL
 TR1227  ___________________________________________________________________
 TR1227* NAD 83(1991)-  48 25 22.41857(N)    122 35 53.51621(W)     ADJUSTED  
 TR1227* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 TR1227  ___________________________________________________________________
 TR1227  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 TR1227  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 TR1227
 TR1227  HORZ ORDER  -  THIRD
 TR1227
 TR1227.The horizontal coordinates were established by classical geodetic methods
 TR1227.and adjusted by the National Geodetic Survey in December 1991..
 TR1227
 TR1227.The orthometric height was scaled from a topographic map.
 TR1227
 TR1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1227
 TR1227.The geoid height was determined by GEOID03.
 TR1227
 TR1227;                    North         East     Units Scale Factor Converg.
 TR1227;SPC WA N     -   159,700.577   369,393.399   MT  0.99995641   -1 18 50.3
 TR1227;SPC WA N     -   523,950.98  1,211,918.18   sFT  0.99995641   -1 18 50.3
 TR1227;UTM  10      - 5,363,382.853   529,726.747   MT  0.99961086   +0 18 02.1
 TR1227
 TR1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1227!SPC WA N     -   1.00000328  x   0.99995641  =   0.99995969
 TR1227!UTM  10      -   1.00000328  x   0.99961086  =   0.99961413
 TR1227
 TR1227                          SUPERSEDED SURVEY CONTROL
 TR1227
 TR1227  NAD 83(1986)-  48 25 22.42142(N)    122 35 53.52139(W) AD(       ) 3
 TR1227  NAD 27      -  48 25 23.08000(N)    122 35 48.90000(W) AD(       ) 3
 TR1227
 TR1227.Superseded values are not recommended for survey control.
 TR1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1227.See file dsdata.txt to determine how the superseded data were derived.
 TR1227
 TR1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2972763383(NAD 83)
 TR1227
 TR1227  HISTORY     - Date     Condition        Report By
 TR1227  HISTORY     - 1907     MONUMENTED       CGS
 TR1227  HISTORY     - 1934     SEE DESCRIPTION  CGS
 TR1227  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1227  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1227
 TR1227                          STATION DESCRIPTION
 TR1227
 TR1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (RBD)
 TR1227'STATION IS ON WHITE CLAY BLUFF MARKING SHORE LINE OF SKAGIT BAY,
 TR1227'ABOUT 50 METERS E OF POINT WHERE BIGHT MAKES IN AT FIDALGO
 TR1227'CITY.  SIGNAL IS MARKED BY A NAIL DRIVEN INTO THE CENTER OF STUMP
 TR1227'OF FIR TREE 6 INCHES IN DIAMETER.  TRIANGLES WERE BLAZED ON TWO
 TR1227'TREES, DISTANT, RESPECTIVELY 13.5 AND 8.75 FEET.  THE NEARER OF
 TR1227'THESE TREES IS ABOUT 3 FEET IN DIAMETER AT THE BASE AND
 TR1227'OVERLOOKS THE CLIFF.
 TR1227
 TR1227                          STATION RECOVERY (1934)
 TR1227
 TR1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 TR1227'STATION SEARCHED FOR BUT NEITHER THE STUMP MARKING THE STATION OR
 TR1227'THE BLAZES MARKING THE WITNESS MARKS COULD BE RECOVERED.  THERE IS
 TR1227'EVIDENCE OF CONSIDERABLE EROSION OF THE BLUFF AT THIS VICINITY,
 TR1227'AND IT IS LIKELY THE STATION HAS BEEN DESTROYED BY EROSION.
 TR1227
 TR1227                          STATION RECOVERY (1939)
 TR1227
 TR1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1227'NO EVIDENCE FOUND AFTER CAREFUL SEARCH BY TOPOGRAPHER.
 TR1227
 TR1227                          STATION RECOVERY (1960)
 TR1227
 TR1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1227'THE STATION WAS NOT RECOVERED.
 TR1227'
 TR1227'A SEARCH WAS MADE FOR THIS STATION DESPITE THE SEARCHES MADE IN
 TR1227'1934 AND 1939 WHICH WERE BY TOPOGRAPHIC METHODS AND WHICH REVEALED
 TR1227'NO TRACE OF THE STATION.  THE BLUFF IN THIS AREA HAS ERODED BADLY
 TR1227'AND THE STATION HAS PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1658 ***********************************************************************
 TR1658  DESIGNATION -  BLUFF 1941
 TR1658  PID         -  TR1658
 TR1658  STATE/COUNTY-  WA/JEFFERSON
 TR1658  USGS QUAD   -  PORT TOWNSEND SOUTH (1981)
 TR1658
 TR1658                         *CURRENT SURVEY CONTROL
 TR1658  ___________________________________________________________________
 TR1658* NAD 83(1991)-  48 05 55.41359(N)    122 47 27.36076(W)     ADJUSTED  
 TR1658* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1658  ___________________________________________________________________
 TR1658  LAPLACE CORR-         -10.59  (seconds)                    DEFLEC99
 TR1658  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 TR1658
 TR1658  HORZ ORDER  -  THIRD
 TR1658
 TR1658.The horizontal coordinates were established by classical geodetic methods
 TR1658.and adjusted by the National Geodetic Survey in December 1991..
 TR1658
 TR1658.The orthometric height was scaled from a topographic map.
 TR1658
 TR1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1658
 TR1658.The geoid height was determined by GEOID03.
 TR1658
 TR1658;                    North         East     Units Scale Factor Converg.
 TR1658;SPC WA N     -   124,013.121   354,216.469   MT  0.99994231   -1 27 26.9
 TR1658;SPC WA N     -   406,866.38  1,162,125.20   sFT  0.99994231   -1 27 26.9
 TR1658;UTM  10      - 5,327,294.441   515,565.635   MT  0.99960298   +0 09 20.2
 TR1658
 TR1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1658!SPC WA N     -   1.00000312  x   0.99994231  =   0.99994543
 TR1658!UTM  10      -   1.00000312  x   0.99960298  =   0.99960610
 TR1658
 TR1658                          SUPERSEDED SURVEY CONTROL
 TR1658
 TR1658  NAD 83(1986)-  48 05 55.41342(N)    122 47 27.36623(W) AD(       ) 3
 TR1658  NAD 27      -  48 05 56.08700(N)    122 47 22.75400(W) AD(       ) 3
 TR1658
 TR1658.Superseded values are not recommended for survey control.
 TR1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1658.See file dsdata.txt to determine how the superseded data were derived.
 TR1658
 TR1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1556627294(NAD 83)
 TR1658_MARKER: Z = SEE DESCRIPTION
 TR1658_SETTING: 0 = UNSPECIFIED SETTING
 TR1658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1658
 TR1658  HISTORY     - Date     Condition        Report By
 TR1658  HISTORY     - 1941     MONUMENTED       CGS
 TR1658  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1658
 TR1658                          STATION DESCRIPTION
 TR1658
 TR1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1658'STANDARD DISK, STAMPED BLUFF 1941, SET IN CONCRETE POST 5 INCHES
 TR1658'IN DIAMETER.  STATION IS APPROXIMATELY 1/3 MILE NE OF THE PAPER
 TR1658'MILL AT PORT TOWNSEND, ON THE S SIDE OF THE RAILROAD, 15.45 FEET
 TR1658'S OF THE S RAIL AND OPPOSITE A POINT ON THE RAIL, 351.5 FEET
 TR1658'EASTERLY OF SWITCH POINT OF SPUR LEADING TO THE PAPER MILL.
 TR1658'
 TR1658'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN SIMILAR POST ON N
 TR1658'SIDE OF THE TRACK, 5.75 FEET N OF THE N RAIL.  IT IS DISTANT 14.56
 TR1658'METERS FROM STATION.
 TR1658'
 TR1658'STATION WAS NOT OCCUPIED SO AZIMUTH TO REFERENCE MARK WAS NOT
 TR1658'DETERMINED.
 TR1658
 TR1658                          STATION RECOVERY (1962)
 TR1658
 TR1658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1658'THE STATION AND REFERENCE MARK WERE SEARCHED FOR AND THEY WERE
 TR1658'NOT RECOVERED.  OLD RAILROAD TIES HAVE BEEN DUMPED AT THE STATION
 TR1658'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0576 ***********************************************************************
 SD0576  DESIGNATION -  BLUFF 2
 SD0576  PID         -  SD0576
 SD0576  STATE/COUNTY-  WA/PACIFIC
 SD0576  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0576
 SD0576                         *CURRENT SURVEY CONTROL
 SD0576  ___________________________________________________________________
 SD0576* NAD 83(1991)-  46 18 26.49707(N)    124 01 53.39166(W)     ADJUSTED  
 SD0576* NAVD 88     -        17.69   (+/-2cm)      58.0    (feet)  VERTCON   
 SD0576  ___________________________________________________________________
 SD0576  LAPLACE CORR-          13.91  (seconds)                    DEFLEC99
 SD0576  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SD0576
 SD0576  HORZ ORDER  -  SECOND
 SD0576  VERT ORDER  -  THIRD ? (See Below)
 SD0576
 SD0576.The horizontal coordinates were established by classical geodetic methods
 SD0576.and adjusted by the National Geodetic Survey in December 1991..
 SD0576
 SD0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0576.The vertical order pertains to the NGVD 29 superseded value.
 SD0576
 SD0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0576
 SD0576.The geoid height was determined by GEOID03.
 SD0576
 SD0576;                    North         East     Units Scale Factor Converg.
 SD0576;SPC WA S     -   114,351.092   228,068.142   MT  0.99992629   -2 33 55.0
 SD0576;SPC WA S     -   375,166.87    748,253.56   sFT  0.99992629   -2 33 55.0
 SD0576;SPC OR N     -   299,405.964 2,228,018.617   MT  1.00009275   -2 30 16.2
 SD0576;SPC OR N     -   982,303.03  7,309,772.37   iFT  1.00009275   -2 30 16.2
 SD0576;UTM  10      - 5,128,715.241   420,572.343   MT  0.99967755   -0 44 45.1
 SD0576
 SD0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0576!SPC WA S     -   1.00000103  x   0.99992629  =   0.99992732
 SD0576!SPC OR N     -   1.00000103  x   1.00009275  =   1.00009378
 SD0576!UTM  10      -   1.00000103  x   0.99967755  =   0.99967858
 SD0576
 SD0576|---------------------------------------------------------------------|
 SD0576| PID    Reference Object                     Distance      Geod. Az  |
 SD0576|                                                           dddmmss.s |
 SD0576| AH6918 BLUFF 2 RM 4                          7.139 METERS 02651     |
 SD0576| DD9419 BLUFF 2 RM 1                         20.920 METERS 04301     |
 SD0576| SD0874 BLUFF 3                              12.200 METERS 05237     |
 SD0576| DD9420 BLUFF 2 RM 3                         16.013 METERS 08017     |
 SD0576| SD0594 BLUFF                                61.077 METERS 08652     |
 SD0576| SD0645 BLUFF 2 RM 5                         39.351 METERS 08652     |
 SD0576| SC2275 CHINOOK RED WATER TANK              APPROX. 7.6 KM 1205120.3 |
 SD0576| SC2256 SAND ISLAND WATER TANK              APPROX. 6.6 KM 1390016.9 |
 SD0576| SC2307 ENTRANCE REAR RANGE                 APPROX. 5.9 KM 1390606.3 |
 SD0576| SC2261 ILWACO CHANNEL BEACON 3             APPROX. 4.3 KM 1414135.8 |
 SD0576| SD0570 ILWACO CHANNEL BEACON 3 A           APPROX. 3.6 KM 1465914.9 |
 SD0576| SC2266 ENTRANCE FRONT RANGE LIGHT          APPROX. 5.4 KM 1524610.6 |
 SD0576| SD0640 BETTY M                             APPROX. 3.6 KM 1932115.7 |
 SD0576| SD0595 CAPE DISAPPOINTMENT LH              APPROX. 3.8 KM 2042433.3 |
 SD0576| SD0291 ILWACO AZ MK                        APPROX. 1.0 KM 2501825.8 |
 SD0576| SD0602 ILWACO HS DORM PROJ OVER ENT        APPROX. 0.6 KM 3030132.5 |
 SD0576|---------------------------------------------------------------------|
 SD0576
 SD0576                          SUPERSEDED SURVEY CONTROL
 SD0576
 SD0576  NAD 83(1991)-  46 18 26.49700(N)    124 01 53.39161(W) AD(       ) 2
 SD0576  NAD 83(1986)-  46 18 26.50032(N)    124 01 53.36586(W) AD(       ) 2
 SD0576  NAD 27      -  46 18 27.14155(N)    124 01 48.81175(W) AD(       ) 2
 SD0576  NGVD 29 (07/19/86)   16.66   (m)           54.7    (f) LEVELING    3  
 SD0576
 SD0576.Superseded values are not recommended for survey control.
 SD0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0576.See file dsdata.txt to determine how the superseded data were derived.
 SD0576
 SD0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2057228715(NAD 83)
 SD0576_MARKER: DS = TRIANGULATION STATION DISK
 SD0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0576_SP_SET: CONCRETE POST
 SD0576_STAMPING: BLUFF 2 1926
 SD0576_MARK LOGO: CGS   
 SD0576_PROJECTION: FLUSH
 SD0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0576+STABILITY: SURFACE MOTION
 SD0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SD0576+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1983
 SD0576
 SD0576  HISTORY     - Date     Condition        Report By
 SD0576  HISTORY     - 1926     MONUMENTED       CGS
 SD0576  HISTORY     - 1926     GOOD             CGS
 SD0576  HISTORY     - 1951     GOOD             CGS
 SD0576  HISTORY     - 1958     GOOD             CGS
 SD0576  HISTORY     - 1971     GOOD             NGS
 SD0576  HISTORY     - 1971     POOR             LOCENG
 SD0576  HISTORY     - 1977     GOOD             WA-049
 SD0576  HISTORY     - 19830113 GOOD             NGS
 SD0576  HISTORY     - 19830113 SEE DESCRIPTION  NGS
 SD0576
 SD0576                          STATION DESCRIPTION
 SD0576
 SD0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (JMS)
 SD0576'THE STATION IS LOCATED ON THE PROMINENT BLUFF, WHICH IS THE FIRST
 SD0576'POINT E OF ILWACO, WASH., IN BAKER BAY (COLUMBIA RIVER).
 SD0576'
 SD0576'THE STATION MARK IS MARKED BY A STANDARD
 SD0576'BRONZE DISK SET IN CONCRETE IN THE SHAPE OF A TRUNCATED PYRAMID, 1
 SD0576'FOOT SQUARE AT THE TOP AND PROJECTING ABOUT 4 INCHES ABOVE THE
 SD0576'GROUND.  IT IS ABOUT 20 FEET FROM THE S SIDE OF THE BLUFF AND ABOUT
 SD0576'15 FEET N OF THE CORNER OF A BARBED-WIRE FENCE.
 SD0576'
 SD0576'REFERENCE MARK NO.1 IS MARKED BY A
 SD0576'STANDARD BRONZE DISK SET IN CONCRETE.  IT BEARS N OF THE STATION
 SD0576'AND IS ON LEFT-HAND SIDE OF THE TRAIL LEADING TO STATION.
 SD0576'
 SD0576'REFERENCE MARK NO.2 IS A U.S.E. STATION, ESTABLISHED ABOUT 1913,
 SD0576'AND IS A 2-INCH PIPE PROJECTING ABOVE THE GROUND.
 SD0576'
 SD0576'TO REACH STATION, TAKE THE E HIGHWAY LEADING FROM FIRST STREET OF
 SD0576'TOWN OF ILWACO.  TURN TO THE RIGHT WHEN YOU REACH THE FIRST TURN ON
 SD0576'THE HIGHWAY, DRIVE TO THE BLUFF PICNIC GROUNDS AND TAKE THE STAIRS
 SD0576'LEADING UP THE BLUFF, NEAR THE BACK YARD OF A LITTLE GREEN HOUSE.
 SD0576
 SD0576                          STATION RECOVERY (1926)
 SD0576
 SD0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926
 SD0576'RECOVERED IN GOOD CONDITION.
 SD0576
 SD0576                          STATION RECOVERY (1951)
 SD0576
 SD0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SD0576'STATION IS LOCATED ON A PROMINENT BLUFF OVERLOOKING BAKER BAY AND AT
 SD0576'ABOUT THE E CITY LIMIT OF ILWACO.  IT IS AT THE EXTREME SW CORNER OF
 SD0576'THE BLUFF AND ABOUT 15 FEET BACK FROM THE EDGE, TO THE S AND TO THE
 SD0576'W.  IT IS 70 FEET SW OF THE VERY LARGE BLAZED SPRUCE TREE.
 SD0576'
 SD0576'STATION IS MARKED WITH A STANDARD DISK, STAMPED BLUFF 2 1926, SET IN
 SD0576'A CONCRETE POST.  THE CONCRETE POST THAT R.M. 1 WAS PROBABLY SET
 SD0576'IN WAS FOUND 2 FEET UNDER THE GROUND.  IT WAS BROKEN IN TWO PIECES
 SD0576'AND NO SIGN OF THE MARK WAS TO BE FOUND.  MEASUREMENTS INDICATE THAT
 SD0576'R.M. 2 HAS GONE OVER THE BLUFF IF IT IS 61 METERS AWAY.  IT WAS
 SD0576'NOT FOUND AT 102 FEET.  R.M. 3 WAS SET E OF THE STATION AND WAS
 SD0576'CEMENTED IN THE TOP OF A TILE, STAMPED BLUFF 2 1926 NO 3 1951.
 SD0576'
 SD0576'TO REACH THE STATION FROM ILWACO, FOLLOW U.S. HIGHWAY 101 E FROM
 SD0576'THE INTERSECTION OF FIRST AND SPRUCE STREETS, CONTINUE STRAIGHT
 SD0576'ONTO A SIDE ROAD AS THE HIGHWAY TURNS N.  DRIVE ACROSS PLAYGROUND
 SD0576'TO THE BASE OF THE HILL AND FOLLOW TRAIL TO STATION.  THE STAIRS
 SD0576'LEADING UP THE BLUFF MENTIONED IN THE ORIGINAL DESCRIPTION ARE GONE.
 SD0576'THE BARBED-WIRE FENCE IS IN RUINS AND COVERED WITH UNDERBRUSH.
 SD0576
 SD0576                          STATION RECOVERY (1958)
 SD0576
 SD0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0576'RECOVERED IN GOOD CONDITION AT THE EAST CITY LIMITS OF ILWACO AT THE
 SD0576'TOP OF THE SOUTHWEST CORNER OF A 40-FOOT BLUFF, 62 FEET WEST OF A
 SD0576'SPRUCE TREE WITH A TRIANGULAR BLAZE, 9 FEET NORTH OF THE EDGE OF THE
 SD0576'BLUFF.
 SD0576'
 SD0576'TO REACH FROM FIRST STREET AND SPRUCE STREET IN ILWACO GO EAST ON
 SD0576'SPRUCE STREET (U.S. HIGHWAY 101) FOR 0.4 MILE TO A ROAD FORK, TAKE
 SD0576'RIGHT FORK (STRAIGHT AHEAD) GO 0.2 MILE TO EAST EDGE OF CITY PARK,
 SD0576'PARK TRUCK AND PACK SOUTHWARD TO SOUTHEAST EDGE OF BLUFF AND
 SD0576'STATION.
 SD0576'
 SD0576'THE STATION IS A STANDARD DISK STAMPED BLUFF 2 1926 SET IN THE TOP OF
 SD0576'A CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND.
 SD0576'
 SD0576'REFERENCE MARK 1 AND REFERENCE MARK 2, PREVIOUSLY REPORTED LOST,
 SD0576'WERE NOT RECOVERED.
 SD0576'
 SD0576'REFERENCE MARK 3 WAS RECOVERED.  IT IS EAST OF THE STATION, A
 SD0576'STANDARD DISK STAMPED BLUFF 2 NO 3 1951 SET IN THE TOP OF A
 SD0576'10-INCH CONCRETE TILE PROJECTING 8 INCHES ABOVE THE GROUND.
 SD0576'
 SD0576'REFERENCE MARK 4 WAS SET.  IT IS A STANDARD DISK STAMPED BLUFF 2 NO 4
 SD0576'1926 SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 SD0576'PROJECTING 6 INCHES ABOVE THE GROUND.
 SD0576
 SD0576                          STATION RECOVERY (1971)
 SD0576
 SD0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SD0576'THE STATION MARK AND REFERENCE MARK NO. 4 WERE RECOVERED.  NO OTHER
 SD0576'MARKS WERE FOUND.  REFERENCE MARK NO. 5 WAS ESTABLISHED.  ILWACO AZI
 SD0576'WILL MAKE AN EXCELLANT AZIMUTH MARK FOR THIS STATION.
 SD0576'
 SD0576'THE STATION IS ON THE NORTHERN SHORE OF BAKER BAY, AT THE SOUTHEAST
 SD0576'EDGE OF ILWACO, ON THE 40-FOOT HIGH BLUFF AT THE SOUTHEASTERN CORNER
 SD0576'OF A CAMPGROUND AND TRAILER COURT, IN SECTION 34, T10N, R11W.
 SD0576'
 SD0576'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND FIRST STREET
 SD0576'IN ILWACO, GO EAST ON U.S. HIGHWAY 101 FOR 0.4 MILE TO A Y WHERE
 SD0576'THE HIGHWAY CURVES LEFT, CONTINUE STRAIGHT AHEAD 0.1 MILE TO THE
 SD0576'ENTRANCE TO THE CAMPGROUND AND TRAILER COURT.  FROM HERE THE
 SD0576'STATION IS VISIBLE ON THE SOUTHWESTERN CORNER OF THE 40-FOOT HIGH
 SD0576'BLUFF AT THE SOUTHEASTERN CORNER OF THE PARK.  CONTINUE ALONG ROAD
 SD0576'0.05 MILE TO A FOOT-TRAIL GOING UPHILL NEAR THE SOUTHEAST CORNER OF
 SD0576'THE PARK, FOLLOW THE FOOTTRAIL EAST ABOUT 100 YARDS, BEAR RIGHT AND
 SD0576'CONTINUE ALONG THE TRAIL ABOUT 125 YARDS TO THE SOUTHWESTERN EDGE OF
 SD0576'THE FLAT-TOPPED HILL AND THE STATION.
 SD0576'
 SD0576'THE STATION MARK, STAMPED BLUFF 2 1926, IS A STANDARD DISK SET IN
 SD0576'CONCRETE FLUSH WITH THE GROUND.  IT IS 20 FEET EAST OF THE WEST EDGE
 SD0576'OF THE POINT, 18 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A 30-INCH
 SD0576'FIR TREE, 10 FEET SOUTHEAST OF A 12-INCH TREE WHICH CURVES
 SD0576'NORTHWEST BEFORE GROWING STRAIGHT UP, 7 FEET NORTHWEST OF THE EDGE
 SD0576'OF THE BLUFF AND 1 FOOT EAST OF A METAL WITNESS POST.
 SD0576'
 SD0576'REFERENCE MARK NO. 4, STAMPED BLUFF 2 NO 4 1926, IS A STANDARD DISK
 SD0576'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 6 FEET
 SD0576'NORTH OF A 30-INCH FIR TREE, 5 FEET SOUTHEAST OF A SHALLOW, BARE WASH
 SD0576'ON THE WEST SIDE OF THE PLATEAU, APPROXIMATELY ON LINE WITH THE
 SD0576'LIGHTHOUSE AND STATION AND ABOUT 1 FOOT LOWER THAN THE STATION
 SD0576'MARK.
 SD0576'
 SD0576'REFERENCE MARK NO. 5, STAMPED BLUFF 2 1926 NO 5 1971, IS A STANDARD
 SD0576'DISK SET IN A CONCRETE-FILLED, 4-INCH PLASTIC SEWER PIPE WHICH
 SD0576'PROJECTS 6 INCHES ABOVE GROUND.  IT IS ON THE SOUTHEASTERN SIDE OF
 SD0576'THE PLATEAU, 35 FEET EAST OF THE NORTHEAST 1 OF 2 4-FOOT DIAMETER
 SD0576'TREES GROWING 6 FEET APART ON THE SOUTHERN EDGE OF THE PLATEAU, 8
 SD0576'FEET NORTHWEST OF THE EDGE OF THE BLUFF AND 6 INCHES SOUTH OF A
 SD0576'METAL WITNESS POST.
 SD0576'
 SD0576'TO REACH ILWACO AZI FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND
 SD0576'FIRST ST. GO WEST 1 BLOCK, THEN SOUTH 0.35 MILE TO MARK ON THE LEFT,
 SD0576'AT THE SOUTH END OF A WOODEN GUARDRAIL.
 SD0576'
 SD0576'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ON THE EASTERN
 SD0576'EDGE OF ILWACO.
 SD0576
 SD0576                          STATION RECOVERY (1971)
 SD0576
 SD0576'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 SD0576'RECOVERED BY H AND J ASSOC.
 SD0576'
 SD0576'STATION HAS BEEN PARTIALLY DESTROYED - RM 1 OK.
 SD0576
 SD0576                          STATION RECOVERY (1977)
 SD0576
 SD0576'RECOVERY NOTE BY PACIFIC COUNTY WASHINGTON 1977
 SD0576'STATION MARK AND REFERENCE MARK NO. 5 WERE RECOVERED AT THE TIME
 SD0576'STATION WAS OCCUPIED.  REFERENCE MARK NO. 4 WAS RECOVERED IN GOOD
 SD0576'CONDITION DURING A LATER SEARCH, BUT NO ANGLES TAKEN.
 SD0576'
 SD0576'THE 1971 RECOVERY NOTE IS COMPLETE AND ACCURATE.
 SD0576
 SD0576                          STATION RECOVERY (1983)
 SD0576
 SD0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SD0576'THE STATION MARK, REFERENCE MARK 4, AND REFERENCE MARK 5 WERE
 SD0576'RECOVERED.  THE BLUFF IS UNDERCUT BY WIND AND THE STATION IS IN
 SD0576'DANGER OF FALLING  OFF THE BLUFF.  REFERENCE MARK 4 WAS FOUND
 SD0576'IN GOOD CONDITION.  THE DISTANCE IS NOW GREATER BY 0.031 METERS
 SD0576'THAN THE 1971 DESCRIPTION AND 0.047 METERS GREATER THAN THE 1958
 SD0576'DISTANCE. THIS INDICATES THE STATION IS SETTLING SLOWLY TO THE
 SD0576'SOUTH.  REFERENCE MARK 5 WAS FOUND BUT IS NOW UNSAFE TO USE SO
 SD0576'LINE WAS NOT CLEARED.  A NEW STATION BLUFF 3 AND BLUFF 3 RM 6 WERE
 SD0576'ESTABLISHED AT THIS DATE.  THE STATION IS LOCATED ON THE NORTH
 SD0576'SHORE OF BAKER BAY, ON THE TOP OF A SOFT BLUFF AT THE SOUTHEAST
 SD0576'EDGE OF ILWACO IN SEC 34 T 10N R 11W.  TO REACH THE STATION FROM
 SD0576'THE INTERSECTION OF US HIGHWAY 101 AND FIRST STREET IN ILWACO
 SD0576'AVENUE GO EAST ON US HIGHWAY 101 FOR 0.64 KM. TO A FORK WHERE
 SD0576'THE HIGHWAY CURVES LEFT.  CONTINUE EAST FOR 0.32 KM. TO THE
 SD0576'ENTRANCE OF THE PARK ON THE LEFT AND THE STREET BLUFF.  PACK
 SD0576'UP THE WELL DEFINED FOOT TRAIL EASTERLY TO THE TOP OF THE BLUFF
 SD0576'THERE SOUTHERLY FOR ABOUT 100 YARDS TO THE SOUTHWEST EDGE OF THE
 SD0576'BLUFF AND THE STATION.
 SD0576
 SD0576                          STATION RECOVERY (1983)
 SD0576
 SD0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAW)
 SD0576'THE STATION MARK, REFERENCE MARK 4 AND REFERENCE MARK 5 WERE
 SD0576'RECOVERED.  THE BLUFF IS UNDERCUT BY WIND AND THE STATION IS IN DANGER
 SD0576'OF FALLING OFF THE BLUFF.  THE DISTANCE TO REFERENCE MARK 4 WAS FOUND
 SD0576'TO BE 0.031 M (0.102 FT) GREATER THAN STATED IN THE 1971 RECOVERY NOTE
 SD0576'AND 0.047 M (0.154 FT) GREATER THAN THE 1958 RECOVERY NOTE.  THIS
 SD0576'WOULD INDICATE THE STATION IS SLOWLY MOVING TO THE SOUTH. REFERENCE
 SD0576'MARK 5 IS NOW UNSAFE TO USE, IT ALSO HAS BEEN UNDERCUT BY THE WIND.  A
 SD0576'NEW STATION BLUFF 3 AND REFERENCE MARK 6 WERE ESTABLISHED AT THIS
 SD0576'DATE. ACCORDING TO THE POSITIONAL INFORMATION RECEIVED IN JANUARY 1992
 SD0576'THERE IS ALREADY A BLUFF 3 POSITIONED IN THE DATA BASE.  I HAVE NO
 SD0576'RECORD OF THIS STATION IN MY FILES.  SEE THE DESCRIPTION FOR BLUFF 3
 SD0576'1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0781 ***********************************************************************
 SD0781  DESIGNATION -  BLUFF 2
 SD0781  PID         -  SD0781
 SD0781  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0781  USGS QUAD   -  MOCLIPS (1994)
 SD0781
 SD0781                         *CURRENT SURVEY CONTROL
 SD0781  ___________________________________________________________________
 SD0781* NAD 83(1991)-  47 11 17.53480(N)    124 11 57.12545(W)     ADJUSTED  
 SD0781* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SD0781  ___________________________________________________________________
 SD0781  LAPLACE CORR-           8.62  (seconds)                    DEFLEC99
 SD0781  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 SD0781
 SD0781  HORZ ORDER  -  THIRD
 SD0781
 SD0781.The horizontal coordinates were established by classical geodetic methods
 SD0781.and adjusted by the National Geodetic Survey in December 1991..
 SD0781.No horizontal observational check was made to the station.
 SD0781
 SD0781.The orthometric height was scaled from a topographic map.
 SD0781
 SD0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0781
 SD0781.The geoid height was determined by GEOID03.
 SD0781
 SD0781;                    North         East     Units Scale Factor Converg.
 SD0781;SPC WA S     -   212,748.128   219,754.169   MT  0.99997003   -2 41 13.5
 SD0781;SPC WA S     -   697,991.15    720,976.80   sFT  0.99997003   -2 41 13.5
 SD0781;UTM  10      - 5,226,776.394   409,151.149   MT  0.99970143   -0 52 47.2
 SD0781
 SD0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0781!SPC WA S     -   1.00000337  x   0.99997003  =   0.99997340
 SD0781!UTM  10      -   1.00000337  x   0.99970143  =   0.99970480
 SD0781
 SD0781|---------------------------------------------------------------------|
 SD0781| PID    Reference Object                     Distance      Geod. Az  |
 SD0781|                                                           dddmmss.s |
 SD0781| DD9422 BLUFF 2 RM 4                          6.837 METERS 16444     |
 SD0781| SD0762 COPALIS ROCK                        APPROX. 4.3 KM 1753724.3 |
 SD0781| SD0760 BLUFF                                11.295 METERS 24748     |
 SD0781| SD0787 POINT GRENVILLE LORAN MAST          APPROX.14.3 KM 3353518.4 |
 SD0781| DD9421 BLUFF 2 RM 3                         12.864 METERS 35632     |
 SD0781|---------------------------------------------------------------------|
 SD0781
 SD0781                          SUPERSEDED SURVEY CONTROL
 SD0781
 SD0781  NAD 83(1986)-  47 11 17.52456(N)    124 11 57.12906(W) AD(       ) 3
 SD0781  NAD 27      -  47 11 18.20819(N)    124 11 52.48426(W) AD(       ) 3
 SD0781
 SD0781.Superseded values are not recommended for survey control.
 SD0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0781.See file dsdata.txt to determine how the superseded data were derived.
 SD0781
 SD0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT0915126776(NAD 83)
 SD0781_MARKER: DS = TRIANGULATION STATION DISK
 SD0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0781
 SD0781  HISTORY     - Date     Condition        Report By
 SD0781  HISTORY     - 1964     MONUMENTED       CGS
 SD0781
 SD0781                          STATION DESCRIPTION
 SD0781
 SD0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SD0781'THE STATION IS ABOUT 6 MILES NORTH OF COPALIS BEACH, 1 MILE SOUTH
 SD0781'OF PACIFIC BEACH AND AT A TURNOUT ALONG THE HIGHWAY WHERE THE ROAD
 SD0781'PASSES CLOSE TO THE EDGE OF THE BLUFF.
 SD0781'
 SD0781'THE STATION MARK, STAMPED BLUFF 2 1964, IS A STANDARD DISK SET IN
 SD0781'A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 38 FEET EAST
 SD0781'OF THE EDGE OF THE BLUFF, 31.8 FEET WEST OF THE CENTERLINE OF THE
 SD0781'HIGHWAY, 11-1/2 FEET SOUTHEAST OF A POWER POLE, NO. T 70 23 AND AT
 SD0781'THE NORTHERN ONE OF TWO TURNOUTS, WHICH IS ABOUT 60 YARDS NORTH
 SD0781'OF AND 12 FEET LOWER THAN THE TURNOUT AT THE TOP OF THE HILL.
 SD0781'
 SD0781'REFERENCE MARK NO. 3, STAMPED BLUFF 2 NO 3 1964, IS A STANDARD
 SD0781'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 SD0781'NEAR THE NORTH END OF THE TURNOUT, 34.2 FEET NORTH-NORTHWEST OF
 SD0781'POWER POLE T 70 23 AND 29 FEET WEST OF THE CENTER LINE OF THE
 SD0781'ROAD.
 SD0781'
 SD0781'REFERENCE MARK NO. 4, STAMPED BLUFF 2 NO. 4 1964, IS A STANDARD
 SD0781'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 SD0781'33.2 FEET SOUTH-SOUTHEAST OF POWER POLE NO. T 70 23 AND 31.6 FEET
 SD0781'WEST OF THE CENTER LINE OF THE HIGHWAY.
 SD0781'
 SD0781'THE UNDERGROUND STATION MARK IS A STANDARD DISK SET IN CONCRETE
 SD0781'30 INCHES BELOW THE SURFACE OF THE GROUND.
 SD0781'
 SD0781'TO REACH THE STATION FROM THE BRIDGE OVER THE COPALIS RIVER AT
 SD0781'COPALIS BEACH, GO NORTH ON THE ROAD TO PACIFIC BEACH FOR 6.1 MILES
 SD0781'TO OCONNORS COTTAGES ON THE LEFT, CONTINUE NORTHERLY ON THE HIGHWAY
 SD0781'FOR 0.15 MILE TO THE SECOND TURNOUT AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2744 ***********************************************************************
 TR2744  DESIGNATION -  BLUFF 2
 TR2744  PID         -  TR2744
 TR2744  STATE/COUNTY-  WA/WHATCOM
 TR2744  USGS QUAD   -  BIRCH POINT (1994)
 TR2744
 TR2744                         *CURRENT SURVEY CONTROL
 TR2744  ___________________________________________________________________
 TR2744* NAD 83(1986)-  48 59 19.     (N)    122 45 06.     (W)     SCALED    
 TR2744* NAVD 88     -        15.92   (meters)      52.2    (feet)  RESET     
 TR2744  ___________________________________________________________________
 TR2744  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 TR2744
 TR2744  VERT ORDER  -  THIRD
 TR2744
 TR2744.The horizontal coordinates were scaled from a topographic map and have
 TR2744.an estimated accuracy of +/- 6 seconds.
 TR2744
 TR2744.The orthometric height was computed from unverified reset data.
 TR2744
 TR2744.The geoid height was determined by GEOID03.
 TR2744
 TR2744;                    North         East    Units  Estimated Accuracy
 TR2744;SPC WA N     -   222,860.      359,610.      MT  (+/- 180 meters Scaled)
 TR2744
 TR2744                          SUPERSEDED SURVEY CONTROL
 TR2744
 TR2744  NGVD 29 (07/19/86)   14.69   (m)           48.2    (f) LEVELING    3  
 TR2744
 TR2744.Superseded values are not recommended for survey control.
 TR2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2744.See file dsdata.txt to determine how the superseded data were derived.
 TR2744
 TR2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV181262(NAD 83)
 TR2744_MARKER: DS = TRIANGULATION STATION DISK
 TR2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2744_SP_SET: SQUARE CONCRETE MONUMENT
 TR2744_STAMPING: BLUFF 2 1978
 TR2744_MARK LOGO: NOS   
 TR2744_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2744+STABILITY: SURFACE MOTION
 TR2744
 TR2744  HISTORY     - Date     Condition        Report By
 TR2744  HISTORY     - 1978     MONUMENTED       NOS
 TR2744  HISTORY     - 1978     GOOD             NOS
 TR2744  HISTORY     - 19780718 GOOD             NOS
 TR2744
 TR2744                          STATION DESCRIPTION
 TR2744
 TR2744'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (RBM)
 TR2744'THE STATION IS LOCATED IN THE CITY OF BLAINE, ON THE EAST
 TR2744'SIDE OF DRAYTON HARBOR, ON A ROUNDING BLUFF, BETWEEN
 TR2744'PEACE PORTAL DRIVE AND THE RAILROAD TRACKS, ABOUT 48
 TR2744'FEET ABOVE SEA LEVEL AND IN A DENSE GROWTH OF BLACKBERRY
 TR2744'BRIERS.
 TR2744'
 TR2744'THE STATION IS A STANDARD USC+GS DISK
 TR2744'STAMPED---BLUFF 2 1978---SET INTO THE TOP OF A SQUARE
 TR2744'CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE THE SURFACE
 TR2744'OF THE GROUND.  IT IS 69 FEET NORTHWEST FROM THE CENTERLINE
 TR2744'INTERSECTION OF PEACE PORTAL DR AND CEDAR STREET,
 TR2744'14.5 FEET WEST FROM THE WEST EDGE OF THE PAVEMENT OF PEACE
 TR2744'PORTAL DRIVE, 10.3 FEET SOUTHWEST FROM THE CENTER OF THE
 TR2744'FOURTH GUARD RAIL POST FROM THE NORTH, 10.3 FEET NORTHWEST
 TR2744'FROM THE CENTER OF THE FIFTH GUARD RAIL POST FROM THE
 TR2744'NORTH AND 2.4 FEET SOUTH FROM THE STEEL WITNESS POST.
 TR2744'
 TR2744'REFERENCE MARK 2 IS A STANDARD NOS DISK
 TR2744'STAMPED---BLUFF 2 1978 RM 2---SET INTO THE TOP OF A
 TR2744'3 FOOT SQUARE CONCRETE BASE THAT SUPPORTS AN ANCHOR
 TR2744'INN MOTEL SIGN.  IT IS 9 FEET WEST FROM THE WEST EDGE
 TR2744'OF PEACE PORTAL DRIVE AND 0.6 FOOT EAST FROM THE
 TR2744'STEEL PIPE THAT SUPPORTS THE SIGN.
 TR2744'
 TR2744'REFERENCE MARK 3 IS A STANDARD DISK
 TR2744'STAMPED---BLUFF 2 1978 RM 3---SET IN THE TOP OF A 2 INCH
 TR2744'IN DIAMETER IRON PIPE THAT PROJECTS 7 INCHES ABOVE THE GROUND.
 TR2744'IT IS 20.5 FEET NORTH-NORTHWEST FROM THE CENTER OF THE
 TR2744'NORTHERN MOST GUARD RAIL POST, 14.5 FEET WEST FROM THE
 TR2744'EDGE OF THE PAVEMENT OF PEACE PORTAL DRIVE AND 1.8 FEET
 TR2744'SOUTH FROM A WOODEN STREET LAMP POST.
 TR2744'
 TR2744'HEIGHT OF THE SIGNAL WAS 1.77 METERS.
 TR2744
 TR2744                          STATION RECOVERY (1978)
 TR2744
 TR2744'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978
 TR2744'RECOVERED IN GOOD CONDITION.
 TR2744
 TR2744                          STATION RECOVERY (1978)
 TR2744
 TR2744'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978
 TR2744'IN BLAINE, AT THE INTERSECTION OF PEACE PORTAL DRIVE AND CEDAR
 TR2744'STREET, 72.30 FEET (22.04 M) SOUTH SOUTHEAST OF BM 3, 72.17 FEET
 TR2744'(22.00 M) NORTH NORTHWEST OF RM 2, 69 FEET (21.0 M) NORTHWEST OF THE
 TR2744'CENTERLINE OF THE INTERSECTION, 14.5 FEET (4.4 M) WEST OF THE WEST
 TR2744'EDGE OF THE PAVEMENT OF PEACE PORTAL DRIVE, 10.3 FEET (3.1 M)
 TR2744'SOUTHWEST FROM THE CENTER OF THE FOURTH GUARD RAIL POST FROM THE
 TR2744'NORTH, 10.3 FEET (3.1 M) NORTHWEST FROM THE CENTER OF THE FIFTH GUARD
 TR2744'RAIL POST FROM THE NORTH AND 2.4 FEET (0.7 M) SOUTH FROM A STEEL
 TR2744'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2385 ***********************************************************************
 TR2385  DESIGNATION -  BLUFF 2
 TR2385  PID         -  TR2385
 TR2385  STATE/COUNTY-  WA/CLALLAM
 TR2385  USGS QUAD   -  DUNGENESS (1979)
 TR2385
 TR2385                         *CURRENT SURVEY CONTROL
 TR2385  ___________________________________________________________________
 TR2385* NAD 83(1991)-  48 08 46.04185(N)    123 11 16.18251(W)     ADJUSTED  
 TR2385* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR2385  ___________________________________________________________________
 TR2385  LAPLACE CORR-          -7.87  (seconds)                    DEFLEC99
 TR2385  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 TR2385
 TR2385  HORZ ORDER  -  THIRD
 TR2385
 TR2385.The horizontal coordinates were established by classical geodetic methods
 TR2385.and adjusted by the National Geodetic Survey in December 1991..
 TR2385
 TR2385.The orthometric height was scaled from a topographic map.
 TR2385
 TR2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2385
 TR2385.The geoid height was determined by GEOID03.
 TR2385
 TR2385;                    North         East     Units Scale Factor Converg.
 TR2385;SPC WA N     -   130,108.583   324,829.144   MT  0.99994237   -1 45 10.7
 TR2385;SPC WA N     -   426,864.58  1,065,710.28   sFT  0.99994237   -1 45 10.7
 TR2385;UTM  10      - 5,332,558.425   486,028.455   MT  0.99960240   -0 08 23.7
 TR2385
 TR2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2385!SPC WA N     -   1.00000261  x   0.99994237  =   0.99994498
 TR2385!UTM  10      -   1.00000261  x   0.99960240  =   0.99960501
 TR2385
 TR2385:                Primary Azimuth Mark                     Grid Az
 TR2385:SPC WA N     -  NEW DUNGENESS LIGHTHOUSE                 057 15 52.0
 TR2385:UTM  10      -  NEW DUNGENESS LIGHTHOUSE                 055 39 05.0
 TR2385
 TR2385|---------------------------------------------------------------------|
 TR2385| PID    Reference Object                     Distance      Geod. Az  |
 TR2385|                                                           dddmmss.s |
 TR2385| TR2354 NEW DUNGENESS LIGHTHOUSE            APPROX. 7.0 KM 0553041.3 |
 TR2385| CF7609 BLUFF 2 RM 2                         10.120 METERS 11402     |
 TR2385| CF7608 BLUFF 2 RM 1                         42.630 METERS 17502     |
 TR2385|---------------------------------------------------------------------|
 TR2385
 TR2385                          SUPERSEDED SURVEY CONTROL
 TR2385
 TR2385  NAD 83(1986)-  48 08 46.04009(N)    123 11 16.18447(W) AD(       ) 3
 TR2385  NAD 27      -  48 08 46.71100(N)    123 11 11.60500(W) AD(       ) 3
 TR2385
 TR2385.Superseded values are not recommended for survey control.
 TR2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2385.See file dsdata.txt to determine how the superseded data were derived.
 TR2385
 TR2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8602832558(NAD 83)
 TR2385_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2385_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TR2385_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TR2385
 TR2385  HISTORY     - Date     Condition        Report By
 TR2385  HISTORY     - 1926     MONUMENTED       CGS
 TR2385  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 TR2385
 TR2385                          STATION DESCRIPTION
 TR2385
 TR2385'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR2385'MARK IS ABOUT 50 METERS NE OF THE POINT WHERE THE BLUFF ALONG THE
 TR2385'SHORE LINE AT THE BEGINNING OF DUNGENESS SPIT.  THE MARK IS ABOUT
 TR2385'4 METERS IN FROM HIGH WATER.
 TR2385'
 TR2385'STATION AND REFERENCE MARKS ARE MARKED, AS DESCRIBED IN NOTES 6A
 TR2385'AND 13A, BY STANDARD BRONZE DISKS SET IN CONCRETE IN THE TOP OF
 TR2385'A TILE.
 TR2385'
 TR2385'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 TR2385
 TR2385                          STATION RECOVERY (2002)
 TR2385
 TR2385'RECOVERY NOTE BY US POWER SQUADRON 2002 (CB)
 TR2385'REF MARKS DESTROYED BY WINTER STORMS FEB 2002. RESIDENT FISH AND
 TR2385'WILDLIFE CARETAKER BARBARA CONTERIO AND DUNGENESS SPIT PARK MANAGER
 TR2385'ACTUALLY WITNESSED MARKER LYING ON SIDE IN THE SURF WITH LOGS WASHING
 TR2385'OVER THE SPIT. DUNGENESS SPIT WAS COMPLETELY WASHED OUT IN SEVERAL
 TR2385'PLACES. DIFFERENTIAL GPS WAS ALSO USED AND NO MARKERS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0645 ***********************************************************************
 SD0645  DESIGNATION -  BLUFF 2 RM 5
 SD0645  PID         -  SD0645
 SD0645  STATE/COUNTY-  WA/PACIFIC
 SD0645  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0645
 SD0645                         *CURRENT SURVEY CONTROL
 SD0645  ___________________________________________________________________
 SD0645* NAD 83(1991)-  46 18 26.56666(N)    124 01 51.55526(W)     ADJUSTED  
 SD0645* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 SD0645  ___________________________________________________________________
 SD0645  LAPLACE CORR-          13.91  (seconds)                    DEFLEC99
 SD0645  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SD0645
 SD0645  HORZ ORDER  -  SECOND
 SD0645
 SD0645.The horizontal coordinates were established by classical geodetic methods
 SD0645.and adjusted by the National Geodetic Survey in December 1991..
 SD0645
 SD0645.The orthometric height was scaled from a topographic map.
 SD0645
 SD0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0645
 SD0645.The geoid height was determined by GEOID03.
 SD0645
 SD0645;                    North         East     Units Scale Factor Converg.
 SD0645;SPC WA S     -   114,351.480   228,107.492   MT  0.99992629   -2 33 53.6
 SD0645;SPC WA S     -   375,168.15    748,382.66   sFT  0.99992629   -2 33 53.6
 SD0645;SPC OR N     -   299,406.393 2,228,057.973   MT  1.00009276   -2 30 14.9
 SD0645;SPC OR N     -   982,304.44  7,309,901.49   iFT  1.00009276   -2 30 14.9
 SD0645;UTM  10      - 5,128,716.878   420,611.650   MT  0.99967747   -0 44 43.8
 SD0645
 SD0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0645!SPC WA S     -   1.00000113  x   0.99992629  =   0.99992742
 SD0645!SPC OR N     -   1.00000113  x   1.00009276  =   1.00009389
 SD0645!UTM  10      -   1.00000113  x   0.99967747  =   0.99967860
 SD0645
 SD0645:                Primary Azimuth Mark                     Grid Az
 SD0645:SPC WA S     -  CHINOOK AZ MK                            093 23 30.9
 SD0645:SPC OR N     -  CHINOOK AZ MK                            093 19 52.2
 SD0645:UTM  10      -  CHINOOK AZ MK                            091 34 21.1
 SD0645
 SD0645|---------------------------------------------------------------------|
 SD0645| PID    Reference Object                     Distance      Geod. Az  |
 SD0645|                                                           dddmmss.s |
 SD0645| SC2312 CHINOOK AZ MK                       APPROX. 3.8 KM 0904937.3 |
 SD0645| SD0657 CLATSOP SPIT COAST GUARD LOT        APPROX. 9.1 KM 1712300.6 |
 SD0645| SD0595 CAPE DISAPPOINTMENT LH              APPROX. 3.9 KM 2045535.8 |
 SD0645| SD0576 BLUFF 2                              39.354 METERS 26652     |
 SD0645|---------------------------------------------------------------------|
 SD0645
 SD0645                          SUPERSEDED SURVEY CONTROL
 SD0645
 SD0645  NAD 83(1991)-  46 18 26.56660(N)    124 01 51.55521(W) AD(       ) 2
 SD0645  NAD 83(1986)-  46 18 26.56991(N)    124 01 51.52959(W) AD(       ) 2
 SD0645  NAD 27      -  46 18 27.21111(N)    124 01 46.97540(W) AD(       ) 2
 SD0645
 SD0645.Superseded values are not recommended for survey control.
 SD0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0645.See file dsdata.txt to determine how the superseded data were derived.
 SD0645
 SD0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2061228717(NAD 83)
 SD0645_MARKER: DR = REFERENCE MARK DISK
 SD0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0645_STAMPING: BLUFF 2 1926 NO 5 1971
 SD0645_MARK LOGO: NGS   
 SD0645_PROJECTION: FLUSH
 SD0645_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0645+STABILITY: SURFACE MOTION
 SD0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SD0645+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1983
 SD0645
 SD0645  HISTORY     - Date     Condition        Report By
 SD0645  HISTORY     - 1971     MONUMENTED       NGS
 SD0645  HISTORY     - 19830113 POOR             NGS
 SD0645
 SD0645                          STATION DESCRIPTION
 SD0645
 SD0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SD0645'THIS REFERENCE MARK WAS ESTABLISHED AND USED AS AN ECCENTRIC POINT
 SD0645'AT TRIANGULATION STATION BLUFF 2 1926, IN ORDER TO AVOID EXCESSIVE
 SD0645'CLEARING OF LINES.  SUFFICIENT CARE WAS TAKEN IN DETERMINING THE
 SD0645'ANGLE AND DISTANCE TO THIS MARK TO PERMIT ITS POSITION TO BE
 SD0645'COMPUTED.
 SD0645'
 SD0645'FOR FURTHER INFORMATION CONCERNING THIS MARK CONSULT THE 1971
 SD0645'RECOVERY NOTE FOR BLUFF 2 WHICH WAS WRITTEN BY L.F.S.
 SD0645
 SD0645                          STATION RECOVERY (1983)
 SD0645
 SD0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAW)
 SD0645'THE STATION MARK WAS RECOVERED.  THE BLUFF IS UNDERCUT BY WIND AND THE
 SD0645'STATION IS IN DANGER OF FALLING OFF THE BLUFF AND IS NOW UNSAFE TO
 SD0645'USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0874 ***********************************************************************
 SD0874  DESIGNATION -  BLUFF 3
 SD0874  PID         -  SD0874
 SD0874  STATE/COUNTY-  WA/PACIFIC
 SD0874  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0874
 SD0874                         *CURRENT SURVEY CONTROL
 SD0874  ___________________________________________________________________
 SD0874* NAD 83(1991)-  46 18 26.73704(N)    124 01 52.93860(W)     ADJUSTED  
 SD0874* NAVD 88     -        17.6    (meters)      58.     (feet)  VERTCON   
 SD0874  ___________________________________________________________________
 SD0874  LAPLACE CORR-          13.91  (seconds)                    DEFLEC99
 SD0874  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SD0874
 SD0874  HORZ ORDER  -  THIRD
 SD0874
 SD0874.The horizontal coordinates were established by classical geodetic methods
 SD0874.and adjusted by the National Geodetic Survey in December 1991..
 SD0874
 SD0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0874
 SD0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0874
 SD0874.The geoid height was determined by GEOID03.
 SD0874
 SD0874;                    North         East     Units Scale Factor Converg.
 SD0874;SPC WA S     -   114,358.060   228,078.158   MT  0.99992628   -2 33 54.6
 SD0874;SPC WA S     -   375,189.74    748,286.42   sFT  0.99992628   -2 33 54.6
 SD0874;SPC OR N     -   299,412.943 2,228,028.627   MT  1.00009277   -2 30 15.8
 SD0874;SPC OR N     -   982,325.93  7,309,805.21   iFT  1.00009277   -2 30 15.8
 SD0874;UTM  10      - 5,128,722.522   420,582.130   MT  0.99967753   -0 44 44.8
 SD0874
 SD0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0874!SPC WA S     -   1.00000104  x   0.99992628  =   0.99992732
 SD0874!SPC OR N     -   1.00000104  x   1.00009277  =   1.00009381
 SD0874!UTM  10      -   1.00000104  x   0.99967753  =   0.99967857
 SD0874
 SD0874:                Primary Azimuth Mark                     Grid Az
 SD0874:SPC WA S     -  BETTY M                                  196 02 35.8
 SD0874:SPC OR N     -  BETTY M                                  195 58 57.0
 SD0874:UTM  10      -  BETTY M                                  194 13 26.0
 SD0874
 SD0874|---------------------------------------------------------------------|
 SD0874| PID    Reference Object                     Distance      Geod. Az  |
 SD0874|                                                           dddmmss.s |
 SD0874| SD0640 BETTY M                             APPROX. 3.6 KM 1932841.2 |
 SD0874| SD0595 CAPE DISAPPOINTMENT LH              APPROX. 3.9 KM 2042941.2 |
 SD0874|---------------------------------------------------------------------|
 SD0874
 SD0874                          SUPERSEDED SURVEY CONTROL
 SD0874
 SD0874  NAD 83(1991)-  46 18 26.73697(N)    124 01 52.93856(W) AD(       ) 3
 SD0874  NAD 83(1986)-  46 18 26.74025(N)    124 01 52.91287(W) AD(       ) 3
 SD0874  NGVD 29 (01/10/91)   16.6    (m)           54.     (f) VERT ANG       
 SD0874
 SD0874.Superseded values are not recommended for survey control.
 SD0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0874.See file dsdata.txt to determine how the superseded data were derived.
 SD0874
 SD0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2058228723(NAD 83)
 SD0874_MARKER: DH = HORIZONTAL CONTROL DISK
 SD0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0874_SP_SET: IRREGULAR CONCRETE MASS
 SD0874_STAMPING: BLUFF 3 1983
 SD0874_MARK LOGO: NGS   
 SD0874_PROJECTION: FLUSH
 SD0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SD0874+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1983
 SD0874
 SD0874  HISTORY     - Date     Condition        Report By
 SD0874  HISTORY     - 1983     MONUMENTED       NGS
 SD0874  HISTORY     - 19830113 GOOD             NGS
 SD0874
 SD0874                          STATION DESCRIPTION
 SD0874
 SD0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 SD0874'THIS STATION WAS ESTABLISHED TO REPLACE BLUFF 2 WHICH WILL SOON BE
 SD0874'DESTROYED DUE TO ERROSION. THE STATION IS LOCATED ON THE NORTH
 SD0874'SHORE OF BAKER BAY, ON THE TOP OF A 50 FOOT HIGH BLUFF AT THE
 SD0874'SOUTHEAST EDGE OF THE CITY OF ILWACO AND IN SECTION 34, TOWNSHIP
 SD0874'10 NORTH, RANGE 11 WEST, WM.  TO REACH THE STATION FROM THE
 SD0874'INTERSECTION OF US HIGHWAY 101 AND FIRST STREET IN ILWACO, GO
 SD0874'EAST ON US HIGHWAY 101 FOR 0.64 KM (0.40 MI) TO A FORK.  TAKE THE
 SD0874'RIGHT FORK AND CONTINUE EAST FOR 0.32 KM (0.20 MI)  TO THE CITY PARK
 SD0874'ON THE LEFT AND A FOOT TRAIL ON THE RIGHT, LEADING TO THE TOP OF THE
 SD0874'BLUFF.  PACK UP THE BLUFF, THENCE SOUTHERLY FOR ABOUT 80 YARDS TO
 SD0874'THE MARK NEAR THE SOUTHWEST EDGE OF THE BLUFF.
 SD0874
 SD0874                          STATION RECOVERY (1983)
 SD0874
 SD0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAW)
 SD0874'THE STATION IS LOCATED ON THE NORTH SHORE OF BAKER BAY, ON THE TOP OF
 SD0874'A 50 FT (15.2 M) BLUFF AT THE SOUTHEAST EDGE OF ILWACO IN SECTION 34,
 SD0874'T10N, R11W. TO REACH FROM THE INTERSECTION OF US HIGHWAY 101 AND FIRST
 SD0874'STREET IN ILWACO, GO EAST ON US HIGHWAY 101 FOR 0.64 KM (0.40 MI) TO A
 SD0874'FORK WHERE THE HIGHWAY TURNS TO THE LEFT.  CONTINUE AHEAD EAST ON THE
 SD0874'SURFACE ROAD FOR 0.32 KM (0.20 MI) TO THE ENTRANCE TO THE PARK ON THE
 SD0874'LEFT, AND A STEEP BLUFF.   WALK UP HILL ON THE WELL DEFINED TRAIL
 SD0874'EASTERLY TO THE TOP OF THE BLUFF, THENCE SOUTHERLY FOR ABOUT 100 M
 SD0874'(328.1 FT) TO THE SOUTHWEST EDGE OF THE BLUFF AND THE STATION. THE
 SD0874'MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 0.30 M
 SD0874'(0.98 FT) IN DIAMETER AND PROJECTS 0.10 M (0.33 FT) ABOVE THE GROUND
 SD0874'SURFACE.  IT IS 6.584 M (21.601 FT) EAST OF REFERENCE MARK 4, 12.602 M
 SD0874'(41.345 FT) SOUTH OF REFERENCE MARK 6, 12.8 M (42.0 FT) NORTHEAST OF
 SD0874'THE EDGE OF THE BLUFF, 10.0 M (32.8 FT) SOUTH OF A 0.76 M (2.49 FT)
 SD0874'SPRUCE TREE AND 0.6 M (2.0 FT) EAST OF A WITNESS POST. THE UNDERGROUND
 SD0874'MARK IS 0.6 M (2.0 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2386 ***********************************************************************
 TR2386  DESIGNATION -  BLUFF 3 RESET
 TR2386  PID         -  TR2386
 TR2386  STATE/COUNTY-  WA/CLALLAM
 TR2386  USGS QUAD   -  DUNGENESS (1979)
 TR2386
 TR2386                         *CURRENT SURVEY CONTROL
 TR2386  ___________________________________________________________________
 TR2386* NAD 83(1991)-  48 08 45.58717(N)    123 11 16.02186(W)     ADJUSTED  
 TR2386* NAVD 88     -         4.10   (+/-2cm)      13.5    (feet)  VERTCON   
 TR2386  ___________________________________________________________________
 TR2386  LAPLACE CORR-          -7.86  (seconds)                    DEFLEC99
 TR2386  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 TR2386
 TR2386  HORZ ORDER  -  FIRST
 TR2386  VERT ORDER  -  THIRD ? (See Below)
 TR2386
 TR2386.The horizontal coordinates were established by classical geodetic methods
 TR2386.and adjusted by the National Geodetic Survey in December 1991..
 TR2386
 TR2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2386.The vertical order pertains to the NGVD 29 superseded value.
 TR2386
 TR2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2386
 TR2386.The geoid height was determined by GEOID03.
 TR2386
 TR2386;                    North         East     Units Scale Factor Converg.
 TR2386;SPC WA N     -   130,094.445   324,832.034   MT  0.99994237   -1 45 10.6
 TR2386;SPC WA N     -   426,818.19  1,065,719.76   sFT  0.99994237   -1 45 10.6
 TR2386;UTM  10      - 5,332,544.379   486,031.740   MT  0.99960240   -0 08 23.5
 TR2386
 TR2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2386!SPC WA N     -   1.00000261  x   0.99994237  =   0.99994498
 TR2386!UTM  10      -   1.00000261  x   0.99960240  =   0.99960501
 TR2386
 TR2386:                Primary Azimuth Mark                     Grid Az
 TR2386:SPC WA N     -  BOMB TARGET                              046 31 01.4
 TR2386:UTM  10      -  BOMB TARGET                              044 54 14.3
 TR2386
 TR2386|---------------------------------------------------------------------|
 TR2386| PID    Reference Object                     Distance      Geod. Az  |
 TR2386|                                                           dddmmss.s |
 TR2386| TR2381 BOMB TARGET                         APPROX. 4.4 KM 0444550.8 |
 TR2386| TR2355 NEW DUNGENESS LT 1927               APPROX. 7.0 KM 0552336.1 |
 TR2386| TR2347 DUNGENESS WHARF HOUSE W GABLE       APPROX. 5.5 KM 0744114.2 |
 TR2386| CF7610 BLUFF 3 RM 3                         48.628 METERS 10546     |
 TR2386| CF7611 BLUFF 3 RM 4                         16.692 METERS 15012     |
 TR2386| CF7608 BLUFF 2 RM 1                         27.798 METERS 17945     |
 TR2386| CF7612 BLUFF 3 RM 5                         26.222 METERS 19733     |
 TR2386|---------------------------------------------------------------------|
 TR2386
 TR2386                          SUPERSEDED SURVEY CONTROL
 TR2386
 TR2386  NAD 83(1986)-  48 08 45.58593(N)    123 11 16.02999(W) AD(       ) 1
 TR2386  NAD 27      -  48 08 46.24900(N)    123 11 11.38600(W) AD(       ) 1
 TR2386  NGVD 29 (07/19/86)    3.00   (m)            9.8    (f) LEVELING    3  
 TR2386
 TR2386.Superseded values are not recommended for survey control.
 TR2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2386.See file dsdata.txt to determine how the superseded data were derived.
 TR2386
 TR2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8603232544(NAD 83)
 TR2386_MARKER: Z = SEE DESCRIPTION
 TR2386_SETTING: 0 = UNSPECIFIED SETTING
 TR2386
 TR2386  HISTORY     - Date     Condition        Report By
 TR2386  HISTORY     - 1940     MONUMENTED       CGS
 TR2386  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR2386  HISTORY     - 1957     SEE DESCRIPTION  USN
 TR2386  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR2386  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR2386  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TR2386  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 TR2386
 TR2386                          STATION DESCRIPTION
 TR2386
 TR2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FBT)
 TR2386'STATION IS LOCATED ON NEW DUNGENESS SPIT, ABOUT 55 METERS E OF THE
 TR2386'POINT WHERE THE N SIDE OF THE SPIT ENDS AT THE BLUFF OF THE
 TR2386'MAINLAND.
 TR2386'
 TR2386'THE SURFACE MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 TR2386'5-FOOT LENGTH OF 4-INCH CAST-IRON SOIL PIPE PROJECTING 12 INCHES
 TR2386'ABOVE THE SAND.  IT IS 16 METERS (TAPED) S IN AZIMUTH 360 DEG FROM
 TR2386'THE PRESENT MEAN HIGH-WATER LINE.  THERE IS A SMALL SHACK 28
 TR2386'METERS SE OF THE STATION.
 TR2386'
 TR2386'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE AS DESCRIBED
 TR2386'IN NOTE 7A.
 TR2386'
 TR2386'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A 1-FOOT DIAMETER
 TR2386'TILE, AND IS AT THE FOOT OF THE BLUFF, ABOUT 3 FEET BELOW ROAD DOWN
 TR2386'BLUFF.  IT IS THE RECOVERED REFERENCE MARK NO.1 FOR BLUFF 2, 1926.
 TR2386'
 TR2386'REFERENCE MARK NO.3 IS A STANDARD BRONZE DISK SET IN A 5-FOOT
 TR2386'SECTION OF CAST-IRON SOIL PIPE AND IS JUST S OF THE W END OF THE
 TR2386'SMALL BAY.
 TR2386
 TR2386                          STATION RECOVERY (1942)
 TR2386
 TR2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GCM)
 TR2386'STATION IS LOCATED ON NEW DUNGENESS SPIT, ABOUT 55 METERS E OF THE
 TR2386'POINT WHERE THE N SIDE OF THE SPIT ENDS AT THE BLUFF OF THE
 TR2386'MAINLAND.
 TR2386'
 TR2386'STATION IS MARKED BY A BRONZE DISK CEMENTED IN A 4-INCH CAST-IRON
 TR2386'SOIL PIPE PROTRUDING ABOUT 12 INCHES ABOVE THE GROUND AND ABOUT 16
 TR2386'METERS S OF THE HIGH-WATER LINE.
 TR2386'
 TR2386'REFERENCE MARK NO.3, 1926, IS AT THE FOOT OF THE BLUFF.  IT IS
 TR2386'MARKED BY A BRONZE DISK CEMENTED IN A 1-FOOT TILE PIPE PROTRUDING
 TR2386'ABOUT 3 INCHES ABOVE THE GROUND.  THE MARK IS STAMPED BLUFF NO.3,
 TR2386'1926.  IN PREVIOUS DESCRIPTIONS IT IS DESCRIBED AS REFERENCE MARK
 TR2386'NO.1 1926.
 TR2386'
 TR2386'REFERENCE MARK NO.3, 1940, IS A BRONZE DISK CEMENTED IN A
 TR2386'CAST-IRON SOIL PIPE PROTRUDING ABOUT 2 FEET ABOVE THE GROUND.  IT
 TR2386'IS STAMPED BLUFF 3 1940 NO.3.
 TR2386'
 TR2386'TO REACH STATION BY ROAD FROM VILLAGE OF DUNGENESS GO S ON THE
 TR2386'MAIN HIGHWAY 0.35 MILE, TURN RIGHT AT THE CREAMERY, GO PAST THE
 TR2386'SCHOOLHOUSE, CROSS BRIDGE OVER DUNGENESS RIVER, CONTINUING 0.65
 TR2386'MILE, CONTINUE AHEAD ON PAVED ROAD FOR 1.7 MILES, TURN LEFT (S)
 TR2386'FOR 0.3 MILE, THEN TURN RIGHT (W) ON A GRAVEL ROAD, CONTINUE
 TR2386'STRAIGHT AHEAD, DRIVE THROUGH FIELD AND CONTINUE INTO WOODS AND
 TR2386'FOLLOW OLD WAGON TRAIL TO FOOTPATH WHICH LEADS DOWN THE BLUFF
 TR2386'TO A FOOT BRIDGE, CROSS BRIDGE AND CONTINUE OUT TO SPIT AND
 TR2386'STATION.  OBSERVATIONS WERE MADE FROM A 25-FOOT WOODEN
 TR2386'STAND.
 TR2386
 TR2386                          STATION RECOVERY (1957)
 TR2386
 TR2386'RECOVERY NOTE BY US NAVY 1957 (CDG)
 TR2386'STATION MARK AND REFERENCES WERE SEARCHED FOR BUT NOT RECOVERED.
 TR2386'
 TR2386'NUMEROUS HEAVY LOGS HAVE WASHED ASHORE TO THE HIGH-WATERLINE IN
 TR2386'THE VICINITY OF BLUFF 3 AND THE PIPE MAY HAVE BEEN DESTROYED BY
 TR2386'BEACH ACTION.
 TR2386'
 TR2386'A NEWLY BULLDOZED LUMBER ROAD APPEARS TO HAVE DESTROYED ALL
 TR2386'TRACES OF THE REFERENCE MARKS.
 TR2386'
 TR2386'AT PRESENT, A STANDARD HYDROGRAPHIC SIGNAL ERECTED BY STANDARD
 TR2386'OIL CO. IS ERECTED AT THE APPROXIMATE STATION MARK SITE AND A
 TR2386'POST EMBLAZONED U.S. TRIANGULATION STATION IS LOCATED ALONGSIDE.
 TR2386'
 TR2386'NUMEROUS PROBINGS IN THE LOOSE SAND FAILED TO ASCERTAIN THE MARK
 TR2386'AND UNDERGROUND MARK.
 TR2386'
 TR2386'A ROAD LEADS DIRECTLY TO THE SPIT AT THE PRESENT TIME.
 TR2386
 TR2386                          STATION RECOVERY (1962)
 TR2386
 TR2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 TR2386'THE STATION WAS RECOVERED.  THE REFERENCE MARKS WERE SEARCHED FOR,
 TR2386'BUT NOT FOUND.  AT THE STATION SITE, THERE IS A SAND BANK ABOUT 18
 TR2386'INCHES HIGH AT THE HIGH WATER LINE AND THE MARK IS IN THIS SAND
 TR2386'BANK, WITH ABOUT 18 INCHES OF THE PIPE EXPOSED ON THE SEAWARD
 TR2386'SIDE.  AT PRESENT, THERE IS A SHORT LOG, ABOUT 2-1/2 FEET IN
 TR2386'DIAMETER ON THE BEACH AT THE STATION SITE.  A LARGE TRIANGLE WAS
 TR2386'CARVED ON THE LOG AND THE STATION MARK IS 2-1/2 FEET NORTHWEST
 TR2386'OF THE BLAZE.
 TR2386'
 TR2386'FROM THE STATION, THE NORTHWEST CORNER OF THE CABIN IS 87.7 FEET,
 TR2386'S 57 DEG - 08 MIN E.  A WOODEN WITNESS POST IS 7.0 FEET S 28
 TR2386'DEG - 29 MIN E.  THE TRIANGLE BLAZE ON A 2-1/2 FOOT TREE IS 103.8
 TR2386'FEET S 7 DEG - 17 MIN E. AND THE TRIANGLE BLAZE ON A 1-1/2 FOOT
 TR2386'TREE IS 168.7 FEET S 35 DEG - 13 MIN W.  THE BEARINGS GIVEN ARE
 TR2386'TRUE.
 TR2386'
 TR2386'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF SEQUIM
 TR2386'AVE. AND WASHINGTON ST. IN SEQUIM, GO NORTH ON SEQUIM AVE. FOR 4.9
 TR2386'MILES TO A ROAD LEFT AND SIGN MARINE DRIVE PT ANGELES TURN LEFT AND
 TR2386'GO 0.25 MILE TO T-INTERSECTION.  TURN RIGHT AND GO 0.55 MILE TO
 TR2386'ROAD LEFT, TURN LEFT AND GO 0.5 MILE TO Y, KEEP RIGHT FORK, GO
 TR2386'1.0 MILE TO A FORK, KEEP RIGHT FORK, GO 0.3 MILE TO A ROAD RIGHT,
 TR2386'TURN RIGHT AND GO NORTH 0.7 MILE TO A CROSSROAD.  TURN LEFT AND
 TR2386'GO WEST 0.8 MILE TO A LOCKED GATE (KEY WAS OBTAINED AT THE HOUSE
 TR2386'0.1 MILE NORTH) PASS THROUGH GATE AND FOLLOW ROAD 0.15 MILE TO A
 TR2386'Y.  KEEP LEFT FORK FOR 0.1 MILE TO THE SHACK ON THE WESTERN
 TR2386'SIDE OF THE SPIT AND THE STATION.
 TR2386
 TR2386                          STATION RECOVERY (1966)
 TR2386
 TR2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR2386'THE STATION AND BOTH REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 TR2386'RECOVERED.  STORMS AND HIGH TIDES HAVE CHANGED THE AREA IN THE
 TR2386'VICINITY OF THE STATION.  THE UNDERGROUND MARK AND/OR REFERENCE
 TR2386'MARKS MAY STILL BE IN PLACE BUT WOULD REQUIRE A TEMPORARY FIX TO
 TR2386'LOCATE THEM.
 TR2386
 TR2386                          STATION RECOVERY (1977)
 TR2386
 TR2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 TR2386'THE UNDERGROUND MARK WAS THE ONLY MARK FOUND AT THE STATION.  IT
 TR2386'IS A STANDARD USC AND GS DISK IN A SMALL AMOUNT OF CONCRETE 3-1/2
 TR2386'FEET BELOW PRESENT BEACH LEVEL.  A NEW SURFACE MARK WAS SET AND
 TR2386'REFERENCE MARKS 4 AND 5 ESTABLISHED.
 TR2386'
 TR2386'THE STATION IS ABOUT 6 MILES NORTHWEST OF SEQUIM, 4 MILES NORTH
 TR2386'OF CARLSBORG, ON THE SOUTH SIDE OF THE STRAIT OF JUAN DE FUCA,
 TR2386'AT THE POINT WHERE DUNGENESS SPIT JOINS THE MAINLAND, IN SEC. 27,
 TR2386'T 31 N, R 4 W..
 TR2386'
 TR2386'TO REACH FROM THE MAIN INTERSECTION IN SEQUIM, (E. WASHINGTON
 TR2386'ST. AND SEQUIM AVE.), GO WEST ON WASHINGTON STREET (U.S. HIGHWAY
 TR2386'101) FOR 3.2 MILES, TURN RIGHT AND GO NORTH ON CARLSBORG ROAD FOR
 TR2386'0.7 MILE TO THE CARLSBORG POST OFFICE, CONTINUE NORTH 1.0 MILE TO
 TR2386'A T-INTERSECTION, TURN RIGHT AND GO EAST 0.2 MILE, CURVE LEFT AND
 TR2386'GO NORTH 1.55 MILES, KEEP RIGHT FORK AND GO NORTHEAST, EAST AND
 TR2386'NORTH FOR 0.7 MILE TO A REVERSE Y, TURN SHARP LEFT AND GO WEST
 TR2386'0.3 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH 0.7 MILE, TURN
 TR2386'LEFT AND GO WEST ON ANDERSON ROAD 0.75 MILE TO A LOCKED GATE.
 TR2386'(KEY MAY BE OBTAINED FROM MR. GLEN WOOD WHO LIVES ABOUT 100 FEET
 TR2386'BEYOND THE GATE).  PASS THROUGH THE GATE, BEAR LEFT AND FOLLOW
 TR2386'THE ROAD 0.25 MILE TO THE T-INTERSECTION AT THE WEST EDGE OF THE
 TR2386'SAND SPIT AND THE STATION, ABOUT 100 FEET NORTH OF THE BLUFF.
 TR2386'
 TR2386'THE STATION MARK, STAMPED BLUFF 3 1940 1976, IS A NGS DISK SET
 TR2386'IN CONCRETE ABOUT 2 FEET BELOW PRESENT BEACH LEVEL.  IT IS 103.8
 TR2386'FEET NORTH OF A TRIANGLE BLAZE ON A 30-INCH FIR TREE, 86.0 FEET
 TR2386'NORTHEAST OF THE EASTERN ONE OF TWO 4X4-INCH SIGNPOSTS, AND 53.1
 TR2386'FEET NORTH OF THE CENTER OF A POST HOLDING A SIGN WHICH READS
 TR2386'DISMOUNT ON ONE SIDE AND REMOUNT ON THE OTHER.
 TR2386'
 TR2386'REFERENCE MARK NO. 4, STAMPED BLUFF 3 1940 NO 4 1977, IS A
 TR2386'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1
 TR2386'INCH.  IT IS 57.3 FEET NORTH-NORTHEAST OF THE TRIANGLE BLAZE, 38
 TR2386'FEET NORTH OF THE ROAD ALONG THE BOTTOM OF THE BLUFF, 53 FEET EAST
 TR2386'OF THE CENTER OF THE ROAD ONTO THE BEACH, 4.4 FEET EAST OF THE
 TR2386'SIGN READING DISMOUNT AND REMOUNT AND 6 INCHES NORTH OF A METAL
 TR2386'WITNESS POST.
 TR2386'
 TR2386'REFERENCE MARK NO. 5, STAMPED BLUFF 3 1940 NO 5 1977, IS A
 TR2386'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE SAND ON
 TR2386'THE BANK ABOVE THE HIGH WATER LINE, 44.3 FEET NORTHWEST OF THE
 TR2386'TRIANGLE BLAZE ON THE 30-INCH FIR TREE, 18 FEET NORTHWEST OF THE
 TR2386'CENTER OF THE T-INTERSECTION, 10 FEET WEST OF THE CENTER OF THE
 TR2386'ROAD ONTO THE BEACH AND 7.1 FEET SOUTHEAST OF THE EAST ONE OF 2
 TR2386'4X4-INCH SIGNPOSTS.
 TR2386'
 TR2386'R.M. 4 IS 3.1 FEET, R.M. 5 IS 5.7 FEET HIGHER THAN STATION MARK.
 TR2386'
 TR2386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR2386'6 MILES NORTHWEST OF SEQUIM.
 TR2386
 TR2386                          STATION RECOVERY (2002)
 TR2386
 TR2386'RECOVERY NOTE BY US POWER SQUADRON 2002 (CB)
 TR2386'REF MARK 5 DESTROYED BY WINTER STORMS FEB 2002. RESIDENT FISH AND
 TR2386'WILDLIFE CARETAKER BARBARA CONTERIO AND DUNGENESS SPIT PARK MANAGER
 TR2386'ACTUALLY WITNESSED MARKER LYING ON SIDE IN THE SURF WITH LOGS WASHING
 TR2386'OVER THE SPIT. DUNGENESS SPIT WAS COMPLETELY WASHED OUT IN SEVERAL
 TR2386'PLACES. DIFFERENTIAL GPS WAS ALSO USED AND NO MARKERS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0850 ***********************************************************************
 SY0850  DESIGNATION -  BLUFF AZ MK
 SY0850  PID         -  SY0850
 SY0850  STATE/COUNTY-  WA/PIERCE
 SY0850  USGS QUAD   -  TACOMA NORTH (1994)
 SY0850
 SY0850                         *CURRENT SURVEY CONTROL
 SY0850  ___________________________________________________________________
 SY0850* NAD 83(1991)-  47 17 23.74967(N)    122 29 35.01497(W)     ADJUSTED  
 SY0850* NAVD 88     -        21.547  (meters)      70.69   (feet)  ADJUSTED  
 SY0850  ___________________________________________________________________
 SY0850  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 SY0850  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY0850  DYNAMIC HT  -          21.551 (meters)      70.71  (feet)  COMP
 SY0850  MODELED GRAV-     980,773.5   (mgal)                       NAVD 88
 SY0850
 SY0850  HORZ ORDER  -  THIRD
 SY0850  VERT ORDER  -  FIRST     CLASS I
 SY0850
 SY0850.The horizontal coordinates were established by classical geodetic methods
 SY0850.and adjusted by the National Geodetic Survey in December 1991..
 SY0850
 SY0850.The orthometric height was determined by differential leveling
 SY0850.and adjusted by the National Geodetic Survey in June 1991..
 SY0850
 SY0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0850
 SY0850.The geoid height was determined by GEOID03.
 SY0850
 SY0850.The dynamic height is computed by dividing the NAVD 88
 SY0850.geopotential number by the normal gravity value computed on the
 SY0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0850.degrees latitude (g = 980.6199 gals.).
 SY0850
 SY0850.The modeled gravity was interpolated from observed gravity values.
 SY0850
 SY0850;                    North         East     Units Scale Factor Converg.
 SY0850;SPC WA S     -   219,389.235   349,255.294   MT  0.99999036   -1 26 51.9
 SY0850;SPC WA S     -   719,779.52  1,145,848.41   sFT  0.99999036   -1 26 51.9
 SY0850;SPC WA N     -    33,589.265   374,456.313   MT  1.00004580   -1 14 08.5
 SY0850;SPC WA N     -   110,200.78  1,228,528.75   sFT  1.00004580   -1 14 08.5
 SY0850;UTM  10      - 5,237,508.454   538,331.408   MT  0.99961806   +0 22 21.0
 SY0850
 SY0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0850!SPC WA S     -   1.00000017  x   0.99999036  =   0.99999053
 SY0850!SPC WA N     -   1.00000017  x   1.00004580  =   1.00004597
 SY0850!UTM  10      -   1.00000017  x   0.99961806  =   0.99961823
 SY0850
 SY0850:                Primary Azimuth Mark                     Grid Az
 SY0850:SPC WA S     -  BROWN                                    065 51 38.6
 SY0850:SPC WA N     -  BROWN                                    065 38 55.2
 SY0850:UTM  10      -  BROWN                                    064 02 25.7
 SY0850
 SY0850|---------------------------------------------------------------------|
 SY0850| PID    Reference Object                     Distance      Geod. Az  |
 SY0850|                                                           dddmmss.s |
 SY0850| SY2732 BROWN                               APPROX. 4.1 KM 0642446.7 |
 SY0850| SY0851 BLUFF                               319.362 METERS 31851     |
 SY0850|---------------------------------------------------------------------|
 SY0850
 SY0850                          SUPERSEDED SURVEY CONTROL
 SY0850
 SY0850  NAD 83(1986)-  47 17 23.74414(N)    122 29 35.02917(W) AD(       ) 3
 SY0850  NAD 27      -  47 17 24.38612(N)    122 29 30.58060(W) AD(       ) 3
 SY0850  NGVD 29 (??/??/??)   20.492  (m)           67.23   (f) ADJUSTED    1 1
 SY0850
 SY0850.Superseded values are not recommended for survey control.
 SY0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0850.See file dsdata.txt to determine how the superseded data were derived.
 SY0850
 SY0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3833137508(NAD 83)
 SY0850_MARKER: DZ = AZIMUTH MARK DISK
 SY0850_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY0850_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SY0850_STAMPING: BLUFF AZI 1952
 SY0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0850
 SY0850  HISTORY     - Date     Condition        Report By
 SY0850  HISTORY     - 1976     MONUMENTED       NOSPMC
 SY0850  HISTORY     - 1973     GOOD             NGS
 SY0850  HISTORY     - 1988     GOOD             USPSQD
 SY0850  HISTORY     - 1989     GOOD             USPSQD
 SY0850  HISTORY     - 1989     GOOD             USPSQD
 SY0850  HISTORY     - 20030207 GOOD             USPSQD
 SY0850
 SY0850                          STATION DESCRIPTION
 SY0850
 SY0850'DESCRIBED BY PACIFIC MARINE CENTER 1976 (RBM)
 SY0850'LOCATED IN THE NORTH SECTION OF THE CITY OF TACOMA, 90 FEET NORTH OF
 SY0850'THE CENTER OF THE DRIVEWAY TO THE RESIDENCE AT 4320 WATERVIEW
 SY0850'AVENUE, 30 FEET NORTH OF THE CENTERLINE OF THE AVENUE, 8 FEET
 SY0850'SOUTHWEST OF THE TOP EDGE OF A BLUFF, ABOUT THE RAILROAD TRACKS, 1
 SY0850'FOOT NORTHWEST OF A METAL WITNESS POST AND ABOUT 1 INCH BELOW THE
 SY0850'SURFACE OF THE GROUND.  THE MARK IS ON THE TOP OF A LENGTH
 SY0850'OF PIPE.  IT IS A C AND GS REFERENCE MARK DISK STAMPED BLUFF AZI
 SY0850'1952.  THE MARK IS ALSO A BENCH MARK.
 SY0850
 SY0850                          STATION RECOVERY (1973)
 SY0850
 SY0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0850'1.15 MI SE FROM TACOMA.
 SY0850'1.15 MILE SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0850'EAST END OF NELSON BENNETT TUNNEL NO. 2 AT TACOMA, 0.4 MILE SOUTHEAST
 SY0850'OF A RAILROAD BRIDGE OVER NORTH 49TH STREET, 0.35 MILE NORTHWEST OF A
 SY0850'RAILROAD BRIDGE OVER NORTH 40TH STREET, ABOUT 79 FEET SOUTHWEST OF THE
 SY0850'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 30 FEET NORTHEAST OF THE CENTER
 SY0850'LINE OF WATERVIEW STREET, 77 FEET NORTH OF THE CENTER OF THE JUNCTION
 SY0850'OF A DRIVEWAY TO RESIDENCE AT 4404-4320 NORTH 40TH STREET, 61 FEET
 SY0850'EAST-SOUTHEAST OF TELEPHONE POLE 4408, 74 FEET NORTH-NORTHWEST OF A
 SY0850'TELEPHONE POLE, 64 FEET EAST AND ACROSS THE STREET FROM POWER POLE
 SY0850'4408 BEARING A TRANSFORMER, 1.2 FEET NORTHWEST OF A WITNESS POST,
 SY0850'ABOUT 35 FEET HIGHER THAN THE TRACK, ABOUT 2 FEET HIGHER THAN THE
 SY0850'STREET, A DISK BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 SY0850'0.1 FOOT ABOVE THE GROUND.  1/4, SEC 24, T21N, R2E.
 SY0850
 SY0850                          STATION RECOVERY (1988)
 SY0850
 SY0850'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0850'RECOVERED IN GOOD CONDITION.
 SY0850
 SY0850                          STATION RECOVERY (1989)
 SY0850
 SY0850'RECOVERY NOTE BY US POWER SQUADRON 1989 (PJH)
 SY0850'RECOVERED IN GOOD CONDITION.
 SY0850
 SY0850                          STATION RECOVERY (1989)
 SY0850
 SY0850'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJS)
 SY0850'RECOVERED IN GOOD CONDITION.
 SY0850
 SY0850                          STATION RECOVERY (2003)
 SY0850
 SY0850'RECOVERY NOTE BY US POWER SQUADRON 2003 (JV)
 SY0850'DESIGNATION- BLUFF USCGS 1935. MARKER NEAR 4652 WATERVIEW AVE.
 SY0850'LAT.N47DEGREES 17.339MINS, LONG.W122DEGREES 29.583MINS. POSITION BY
 SY0850'GARMIN 48, GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4923 ***********************************************************************
 SY4923  DESIGNATION -  BLUFF HOUSE
 SY4923  PID         -  SY4923
 SY4923  STATE/COUNTY-  WA/KITSAP
 SY4923  USGS QUAD   -  EDMONDS WEST (1978)
 SY4923
 SY4923                         *CURRENT SURVEY CONTROL
 SY4923  ___________________________________________________________________
 SY4923* NAD 83(1991)-  47 46 38.93682(N)    122 29 01.81699(W)     ADJUSTED  
 SY4923* NAVD 88     -                                                        
 SY4923  ___________________________________________________________________
 SY4923  LAPLACE CORR-         -11.81  (seconds)                    DEFLEC99
 SY4923  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 SY4923
 SY4923  HORZ ORDER  -  THIRD
 SY4923
 SY4923.The horizontal coordinates were established by classical geodetic methods
 SY4923.and adjusted by the National Geodetic Survey in December 1991..
 SY4923
 SY4923
 SY4923.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4923
 SY4923.The geoid height was determined by GEOID03.
 SY4923
 SY4923;                    North         East     Units Scale Factor Converg.
 SY4923;SPC WA N     -    87,768.263   376,316.231   MT  0.99995981   -1 13 43.8
 SY4923;SPC WA N     -   287,953.04  1,234,630.83   sFT  0.99995981   -1 13 43.8
 SY4923;UTM  10      - 5,291,697.791   538,668.592   MT  0.99961837   +0 22 56.1
 SY4923
 SY4923                          SUPERSEDED SURVEY CONTROL
 SY4923
 SY4923  NAD 83(1986)-  47 46 38.93211(N)    122 29 01.82105(W) AD(       ) 4
 SY4923  NAD 27      -  47 46 39.59000(N)    122 28 57.34000(W) AD(       ) 3
 SY4923
 SY4923.Superseded values are not recommended for survey control.
 SY4923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4923.See file dsdata.txt to determine how the superseded data were derived.
 SY4923
 SY4923_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3866991698(NAD 83)
 SY4923
 SY4923  HISTORY     - Date     Condition        Report By
 SY4923  HISTORY     - 1951     MONUMENTED       CGS
 SY4923  HISTORY     - 19961012 MARK NOT FOUND   USPSQD
 SY4923
 SY4923                          STATION DESCRIPTION
 SY4923
 SY4923'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 SY4923'STATION IS THE CHIMNEY ATOP THE GREEN ROOFED, WHITE HOUSE JUST
 SY4923'BACK OF THE EDGE OF THE BLUFF IN A CLEARING ABOUT 0.8 MILE
 SY4923'NORTHWEST OF PRESIDENT POINT, PUGET SOUND.
 SY4923
 SY4923                          STATION RECOVERY (1996)
 SY4923
 SY4923'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0979 ***********************************************************************
 TP0979  DESIGNATION -  BLUFF IS
 TP0979  PID         -  TP0979
 TP0979  STATE/COUNTY-  WA/STEVENS
 TP0979  USGS QUAD   -  WELLINGTON PEAK (1993)
 TP0979
 TP0979                         *CURRENT SURVEY CONTROL
 TP0979  ___________________________________________________________________
 TP0979* NAD 83(1991)-  48 15 52.47109(N)    118 07 15.88700(W)     ADJUSTED  
 TP0979* NAVD 88     -                                                        
 TP0979  ___________________________________________________________________
 TP0979  LAPLACE CORR-          14.00  (seconds)                    DEFLEC99
 TP0979  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 TP0979
 TP0979  HORZ ORDER  -  THIRD
 TP0979
 TP0979.The horizontal coordinates were established by classical geodetic methods
 TP0979.and adjusted by the National Geodetic Survey in December 1991..
 TP0979
 TP0979
 TP0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0979
 TP0979.The geoid height was determined by GEOID03.
 TP0979
 TP0979;                    North         East     Units Scale Factor Converg.
 TP0979;SPC WA N     -   144,147.099   701,313.163   MT  0.99994552   +2 01 09.6
 TP0979;SPC WA N     -   472,922.61  2,300,891.60   sFT  0.99994552   +2 01 09.6
 TP0979;UTM  11      - 5,346,314.780   416,801.580   MT  0.99968505   -0 50 11.9
 TP0979
 TP0979                          SUPERSEDED SURVEY CONTROL
 TP0979
 TP0979  NAD 83(1986)-  48 15 52.48079(N)    118 07 15.88500(W) AD(       ) 4
 TP0979  NAD 27      -  48 15 52.86800(N)    118 07 11.93200(W) AD(       ) 3
 TP0979
 TP0979.Superseded values are not recommended for survey control.
 TP0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0979.See file dsdata.txt to determine how the superseded data were derived.
 TP0979
 TP0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1680246315(NAD 83)
 TP0979
 TP0979  HISTORY     - Date     Condition        Report By
 TP0979  HISTORY     - 1936     MONUMENTED       BOR
 TP0979  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0979
 TP0979                          STATION DESCRIPTION
 TP0979
 TP0979'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0979'LOCATED IN SE 1/4 SEC. 11, T. 32 N., R. 37 E. WM, ON WHITE POINT
 TP0979'OF HIGH BLUFF BETWEEN TRIANGULATION STATIONS MOORE AND DORR.
 TP0979'
 TP0979'STATION WAS SIGNALLED WITH A POLE SET IN A ROCK CAIRN.
 TP0979
 TP0979                          STATION RECOVERY (1947)
 TP0979
 TP0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0979'STATION WAS RECOVERED AS DESCRIBED BY THE U.S.B.R. IN 1936.  THE
 TP0979'U.S.B.R. DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION IS
 TP0979'SUBMITTED--
 TP0979'
 TP0979'STATION IS LOCATED IN THE SE 1/4 SEC. 11, T. 32 N., R. 37 E. WM,
 TP0979'ABOUT 3.3 MILES SW OF GIFFORD, ABOUT 7.8 MILES N OF CEDONIA, AND
 TP0979'ABOUT 2.8 MILES N OF CLARK LAKE.  IT LIES ABOUT 25 FEET FROM THE
 TP0979'END OF A KNIFE-LIKE PROJECTION OF A SLATE OUTCROP WHICH PROJECTS
 TP0979'OUT FROM A VERTICAL CLIFF WALL, ABOUT 2.0 METERS E OF A VERTICAL
 TP0979'DROP, AND 1.6 METERS W OF A 7-INCH BUSHY PINE TREE.
 TP0979'
 TP0979'STATION IS A FLAGGED POLE SUPPORTED BY A ROCK CAIRN.
 TP0979'
 TP0979'TO REACH THE STATION FROM HUNTERS, GO N ON STATE HIGHWAY 22 FOR
 TP0979'13.5 MILES TO A GRAVELED ROAD LEFT.  TURN LEFT, PASS WARD SCHOOL
 TP0979'AT 0.1 MILE AND CONTINUE PAST THE SCHOOL FOR 0.6 MILE TO A ROAD
 TP0979'RIGHT.  TURN RIGHT CROSSING A SMALL STREAM AND CONTINUE 0.9
 TP0979'MILE.  LEAVE THE TRUCK AND PACK ABOUT 0.4 MILE S ACROSS A SMALL
 TP0979'DRAW AND UP A HILL TO THE EDGE OF A VERTICAL DROP AND TO THE
 TP0979'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1526 ***********************************************************************
 SW1526  DESIGNATION -  BLUFF RESET
 SW1526  PID         -  SW1526
 SW1526  STATE/COUNTY-  WA/GRANT
 SW1526  USGS QUAD   -  GRANT ORCHARDS (1976)
 SW1526
 SW1526                         *CURRENT SURVEY CONTROL
 SW1526  ___________________________________________________________________
 SW1526* NAD 83(1991)-  47 16 29.77957(N)    119 25 06.20772(W)     ADJUSTED  
 SW1526* NAVD 88     -       388.0    (meters)    1273.     (feet)  VERTCON   
 SW1526  ___________________________________________________________________
 SW1526  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 SW1526  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 SW1526
 SW1526  HORZ ORDER  -  SECOND
 SW1526
 SW1526.The horizontal coordinates were established by classical geodetic methods
 SW1526.and adjusted by the National Geodetic Survey in December 1991..
 SW1526
 SW1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1526
 SW1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1526
 SW1526.The geoid height was determined by GEOID03.
 SW1526
 SW1526;                    North         East     Units Scale Factor Converg.
 SW1526;SPC WA S     -   216,379.026   581,836.292   MT  0.99998716   +0 47 08.4
 SW1526;SPC WA S     -   709,903.52  1,908,907.90   sFT  0.99998716   +0 47 08.4
 SW1526;UTM  11      - 5,238,554.391   317,089.963   MT  1.00001118   -1 46 37.5
 SW1526
 SW1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1526!SPC WA S     -   0.99994239  x   0.99998716  =   0.99992955
 SW1526!UTM  11      -   0.99994239  x   1.00001118  =   0.99995357
 SW1526
 SW1526|---------------------------------------------------------------------|
 SW1526| PID    Reference Object                     Distance      Geod. Az  |
 SW1526|                                                           dddmmss.s |
 SW1526| CF1963 BLUFF RM 1                           20.263 METERS 05629     |
 SW1526| CF1964 BLUFF RM 2                           15.213 METERS 14855     |
 SW1526| SW1530 EPHRATA ARMY AIR BASE TANK          APPROX. 9.7 KM 2994556.2 |
 SW1526| CF1962 BLUFF AZ MK                                        3494057.5 |
 SW1526|---------------------------------------------------------------------|
 SW1526
 SW1526                          SUPERSEDED SURVEY CONTROL
 SW1526
 SW1526  NAD 83(1986)-  47 16 29.78861(N)    119 25 06.19708(W) AD(       ) 2
 SW1526  NAD 27      -  47 16 30.28300(N)    119 25 02.09000(W) AD(       ) 2
 SW1526  NGVD 29 (07/19/86)  386.9    (m)         1269.     (f) VERT ANG       
 SW1526
 SW1526.Superseded values are not recommended for survey control.
 SW1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1526.See file dsdata.txt to determine how the superseded data were derived.
 SW1526
 SW1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN1709038554(NAD 83)
 SW1526_MARKER: DD = SURVEY DISK
 SW1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1526
 SW1526  HISTORY     - Date     Condition        Report By
 SW1526  HISTORY     - 1948     MONUMENTED       USGS
 SW1526  HISTORY     - 1969     GOOD             BPA
 SW1526
 SW1526                          STATION DESCRIPTION
 SW1526
 SW1526'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (WRH)
 SW1526'THE STATION IS LOCATED ON A SMALL GRASSY KNOLL THAT IS THE HIGHEST
 SW1526'KNOLL IN THE IMMEDIATE VICINITY, ABOUT 12 MILES NORTH NORTHWEST OF
 SW1526'MOSES LAKE, ABOUT 8 MILES SOUTH SOUTHWEST OF ADRIAN, ABOUT 7 MILES
 SW1526'EAST SOUTHEAST OF EPHRATA, ABOUT 1 MILE EAST OF THE
 SW1526'BONNEVILLE-GRAND COULEE POWER LINE AND IS ABOUT 3 FEET EAST OF A
 SW1526'WHITE WITNESS POST.
 SW1526'
 SW1526'TO REACH, FROM THE U.S. POST OFFICE IN EPHRATA, GO EAST, ONE BLOCK
 SW1526'TO STATE HIGHWAY 7.  TURN RIGHT, AND GO SOUTH, ON STATE HIGHWAY
 SW1526'7, FOR 0.35 MILE TO THE MOSES LAKE HIGHWAY.  TURN LEFT, AND GO
 SW1526'EAST, ON THE MOSES LAKE HIGHWAY 7.5 MILES TO WHERE THE POWER LINE
 SW1526'CROSSES THE HIGHWAY.  TURN LEFT, AND GO NORTH, ON THE POWER LINE
 SW1526'ROAD 2.9 MILES TO POWER LINE TOWER 913 (AND THE AZIMUTH MARK).
 SW1526'TURN RIGHT, ACROSS COUNTRY, AND GO SOUTHEASTERLY 1.7 MILE MILES TO
 SW1526'THE HIGHEST POINT AND THE STATION SITE.
 SW1526'
 SW1526'THE STATION MARK IS A STANDARD DISK, STAMPED BLUFF USGS 1948, SET
 SW1526'INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 SW1526'
 SW1526'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BLUFF USGS
 SW1526'NO 1 1948, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 SW1526'INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SW1526'
 SW1526'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BLUFF USGS
 SW1526'NO 2 1948, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 SW1526'INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 SW1526'
 SW1526'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLUFF USGS 1948, SET
 SW1526'INTO A ROUND CEMENT POST WHICH IS THE SOUTHEAST LEG SUPPORT OF THE
 SW1526'POWER LINE TOWER 913 B*C NO. 2 OF THE BONNEVILLE POWER LINE
 SW1526'ADMINISTRATION.
 SW1526
 SW1526                          STATION RECOVERY (1969)
 SW1526
 SW1526'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1969
 SW1526'TO REACH THE STATION FROM THE STANDARD OIL PLANT IN EPHRATA,
 SW1526'WASHINGTON, GO SOUTH ON A STREET 0.7 MILE TO HIGHWAY 28.  TURN LEFT
 SW1526'ON HIGHWAY 28 AND GO EAST FOR 4.2 MILES TO HIGHWAY 17.  CONTINUE
 SW1526'EAST ON HIGHWAY 17 FOR 2.1 MILES TO SIDE ROAD LEFT (OLD
 SW1526'HIGHWAY).  TURN LEFT AND GO 0.7 MILE TO POLE POWER LINE.  TURN
 SW1526'RIGHT, EAST, ALONG POLE POWERLINE 0.4 MILE TO A LOCKED GATE (BPA
 SW1526'LOCK).  CONTINUE THROUGH GATE ALONG POWERLINE 1.7 MILE TO A
 SW1526'TRACK ROAD LEFT.  TURN LEFT AND GO 1.1 MILES TO A POINT OPPOSITE
 SW1526'USBR 1/4 CORNER, SECTIONS 34 AND 35, 500 FEET WEST OF ROAD.
 SW1526'DRIVE ACROSS COUNTRY, WESTERLY, 0.6 MILE TO THE STATION ON A
 SW1526'GRASSY KNOB.  TO REACH THE AZIMUTH FROM THE STEEL POWER LINE
 SW1526'CROSSING HIGHWAY 28 GO NORTH ALONG POWER LINE 0.3 MILE TO A
 SW1526'GATE.  CONTINUE NORTH THROUGH GATE 1.4 MILE TO A GATE.  CONTINUE
 SW1526'1.1 MILE TO THE AZIMUTH MARK ON THE CONCRETE LEG SUPPORT OF LEG
 SW1526'C, TOWER 5, MILE 16, POTHOLE-GRAND COULEE 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0853 ***********************************************************************
 SY0853  DESIGNATION -  BLUFF RM 2
 SY0853  PID         -  SY0853
 SY0853  STATE/COUNTY-  WA/PIERCE
 SY0853  USGS QUAD   -  TACOMA NORTH (1994)
 SY0853
 SY0853                         *CURRENT SURVEY CONTROL
 SY0853  ___________________________________________________________________
 SY0853* NAD 83(1991)-  47 17 32.75475(N)    122 29 47.11183(W)     ADJUSTED  
 SY0853* NAVD 88     -        21.215  (meters)      69.60   (feet)  ADJUSTED  
 SY0853  ___________________________________________________________________
 SY0853  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 SY0853  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY0853  DYNAMIC HT  -          21.219 (meters)      69.62  (feet)  COMP
 SY0853  MODELED GRAV-     980,773.6   (mgal)                       NAVD 88
 SY0853
 SY0853  HORZ ORDER  -  THIRD
 SY0853  VERT ORDER  -  FIRST     CLASS I
 SY0853
 SY0853.The horizontal coordinates were established by classical geodetic methods
 SY0853.and adjusted by the National Geodetic Survey in December 1991..
 SY0853
 SY0853.The orthometric height was determined by differential leveling
 SY0853.and adjusted by the National Geodetic Survey in June 1991..
 SY0853
 SY0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0853
 SY0853.The geoid height was determined by GEOID03.
 SY0853
 SY0853.The dynamic height is computed by dividing the NAVD 88
 SY0853.geopotential number by the normal gravity value computed on the
 SY0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0853.degrees latitude (g = 980.6199 gals.).
 SY0853
 SY0853.The modeled gravity was interpolated from observed gravity values.
 SY0853
 SY0853;                    North         East     Units Scale Factor Converg.
 SY0853;SPC WA S     -   219,673.669   349,008.235   MT  0.99999090   -1 27 00.7
 SY0853;SPC WA S     -   720,712.70  1,145,037.85   sFT  0.99999090   -1 27 00.7
 SY0853;SPC WA N     -    33,872.798   374,208.190   MT  1.00004518   -1 14 17.5
 SY0853;SPC WA N     -   111,131.00  1,227,714.70   sFT  1.00004518   -1 14 17.5
 SY0853;UTM  10      - 5,237,784.794   538,075.534   MT  0.99961782   +0 22 12.2
 SY0853
 SY0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0853!SPC WA S     -   1.00000022  x   0.99999090  =   0.99999112
 SY0853!SPC WA N     -   1.00000022  x   1.00004518  =   1.00004540
 SY0853!UTM  10      -   1.00000022  x   0.99961782  =   0.99961804
 SY0853
 SY0853                          SUPERSEDED SURVEY CONTROL
 SY0853
 SY0853  NAD 83(1986)-  47 17 32.74920(N)    122 29 47.12581(W) AD(       ) 3
 SY0853  NAD 27      -  47 17 33.39100(N)    122 29 42.67600(W) AD(       ) 3
 SY0853  NGVD 29 (??/??/??)   20.161  (m)           66.14   (f) ADJUSTED    1 1
 SY0853
 SY0853.Superseded values are not recommended for survey control.
 SY0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0853.See file dsdata.txt to determine how the superseded data were derived.
 SY0853
 SY0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3807637785(NAD 83)
 SY0853_MARKER: DR = REFERENCE MARK DISK
 SY0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0853+STABILITY: SURFACE MOTION
 SY0853
 SY0853  HISTORY     - Date     Condition        Report By
 SY0853  HISTORY     - 1952     MONUMENTED       CGS
 SY0853  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY0853  HISTORY     - 1973     GOOD             NGS
 SY0853  HISTORY     - 1988     GOOD             USPSQD
 SY0853  HISTORY     - 20030207 GOOD             USPSQD
 SY0853
 SY0853                          STATION DESCRIPTION
 SY0853
 SY0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 SY0853'SEE STATION BLUFF
 SY0853
 SY0853                          STATION RECOVERY (1972)
 SY0853
 SY0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SY0853'THE MARK WAS RECOVERED IN GOOD CONDITION, BUT BURIED ABOUT 8
 SY0853'INCHES.  IT IS 57.9 METERS, (190 FEET), NORTHWEST OF TRIANGULATION
 SY0853'STATION BLUFF, (1952 MEASUREMENT), AND SET ON LINE WITH THE TWO
 SY0853'RANGE MARKERS.  IT IS 26 FEET NORTHEAST OF THE CENTER OF WATERVIEW
 SY0853'STREET, 15 FEET NORTHWEST OF A TELEPHONE POLE AND 12 FEET
 SY0853'SOUTHWEST OF THE REAR RANGE MARKER.  THE MARK IS A STANDARD DISK
 SY0853'BRAZED ONTO A PIPE.  THE DISK IS NOT STAMPED AND THE ARROW
 SY0853'POINTS NORTHEAST, ALONG THE NORTHWEST RANGE LINE AND NOT TOWARD
 SY0853'THE STATION.
 SY0853'
 SY0853'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY0853'IN THE NORTHERN PART OF TACOMA.
 SY0853
 SY0853                          STATION RECOVERY (1973)
 SY0853
 SY0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0853'0.95 MI SE FROM TACOMA.
 SY0853'0.95 MILE SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0853'EAST END OF NELSON BENNETT TUNNEL NO. 2 AT TACOMA, 0.55 MILE NORTHWEST
 SY0853'OF A RAILROAD BRIDGE OVER NORTH 40TH STREET, 0.2 MILE SOUTHEAST OF A
 SY0853'RAILROAD BRIDGE OVER NORTH 49TH STREET, 194 FEET NORTHWEST OF THE
 SY0853'STATION, 24 1/2 FEET NORTHEAST OF THE CENTER LINE OF WATERVIEW STREET,
 SY0853'47 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF THE SOUTHEAST
 SY0853'DRIVEWAY TO A RESIDENCE AT 4658 WATERVIEW STREET, 42 FEET SOUTHEAST OF
 SY0853'THE EXTENDED CENTER LINE OF THE NORTHWEST DRIVEWAY TO THE RESIDENCE,
 SY0853'15 1/2 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 74 FEET NORTH AND
 SY0853'ACROSS THE STREET FROM POWER POLE 4658 BEARING A TRANSFORMER, 0.8 FOOT
 SY0853'WEST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE STREET, A DISK
 SY0853'BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE 0.6 FOOT UNDERGROUND.
 SY0853'SECTION 24, T 21N, R 2E.
 SY0853
 SY0853                          STATION RECOVERY (1988)
 SY0853
 SY0853'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0853'RECOVERED IN GOOD CONDITION.
 SY0853
 SY0853                          STATION RECOVERY (2003)
 SY0853
 SY0853'RECOVERY NOTE BY US POWER SQUADRON 2003 (JV)
 SY0853'DISK NOT STAMPED WITH BLUFF. ON WATERVIEW AVE, BETWEEN ADDRESSES
 SY0853'4664-4558. LAT.47DEGREES 17.548MINS. LONG. W122DEGREES 29.785MINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0852 ***********************************************************************
 SY0852  DESIGNATION -  BLUFF RM 4
 SY0852  PID         -  SY0852
 SY0852  STATE/COUNTY-  WA/PIERCE
 SY0852  USGS QUAD   -  TACOMA NORTH (1994)
 SY0852
 SY0852                         *CURRENT SURVEY CONTROL
 SY0852  ___________________________________________________________________
 SY0852* NAD 83(1986)-  47 17 31.     (N)    122 29 45.     (W)     SCALED    
 SY0852* NAVD 88     -        24.353  (meters)      79.90   (feet)  ADJUSTED  
 SY0852  ___________________________________________________________________
 SY0852  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY0852  DYNAMIC HT  -          24.357 (meters)      79.91  (feet)  COMP
 SY0852  MODELED GRAV-     980,774.2   (mgal)                       NAVD 88
 SY0852
 SY0852  VERT ORDER  -  FIRST     CLASS I
 SY0852
 SY0852.The horizontal coordinates were scaled from a topographic map and have
 SY0852.an estimated accuracy of +/- 6 seconds.
 SY0852
 SY0852.The orthometric height was determined by differential leveling
 SY0852.and adjusted by the National Geodetic Survey in June 1991..
 SY0852
 SY0852.The geoid height was determined by GEOID03.
 SY0852
 SY0852.The dynamic height is computed by dividing the NAVD 88
 SY0852.geopotential number by the normal gravity value computed on the
 SY0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0852.degrees latitude (g = 980.6199 gals.).
 SY0852
 SY0852.The modeled gravity was interpolated from observed gravity values.
 SY0852
 SY0852;                    North         East    Units  Estimated Accuracy
 SY0852;SPC WA S     -   219,620.      349,050.      MT  (+/- 180 meters Scaled)
 SY0852
 SY0852                          SUPERSEDED SURVEY CONTROL
 SY0852
 SY0852  NGVD 29 (??/??/??)   23.299  (m)           76.44   (f) ADJUSTED    1 1
 SY0852
 SY0852.Superseded values are not recommended for survey control.
 SY0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0852.See file dsdata.txt to determine how the superseded data were derived.
 SY0852
 SY0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET381377(NAD 83)
 SY0852_MARKER: DR = REFERENCE MARK DISK
 SY0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0852_STAMPING: BLUFF 1935 NO 4 1972
 SY0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0852+STABILITY: SURFACE MOTION
 SY0852
 SY0852  HISTORY     - Date     Condition        Report By
 SY0852  HISTORY     - 1972     MONUMENTED       NGS
 SY0852  HISTORY     - 1973     GOOD             NGS
 SY0852  HISTORY     - 1988     GOOD             USPSQD
 SY0852  HISTORY     - 1989     GOOD             USPSQD
 SY0852  HISTORY     - 20050101 GOOD             USPSQD
 SY0852
 SY0852                          STATION DESCRIPTION
 SY0852
 SY0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0852'0.95 MI SE FROM TACOMA.
 SY0852'0.95 MILE SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0852'EAST END OF NELSON BENNETT TUNNEL NO. 2 AT TACOMA, 0.55 MILE NORTHWEST
 SY0852'OF A RAILROAD BRIDGE OVER NORTH 40TH STREET, 0.2 MILE SOUTHEAST OF A
 SY0852'RAILROAD BRIDGE OVER NORTH 49TH STREET, ABOUT 129 FEET SOUTHWEST AND
 SY0852'ACROSS THE STREET FROM THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 20
 SY0852'FEET SOUTHWEST OF THE CENTER LINE OF WATERVIEW STREET, 35 FEET
 SY0852'NORTHWEST OF THE CENTER LINE OF A DRIVEWAY TO A RESIDENCE AT 4652
 SY0852'WATERVIEW STREET, 60 FEET NORTHWEST AND ACROSS THE DRIVEWAY FROM POWER
 SY0852'POLE 4652, 46 1/2 FEET WEST-SOUTHWEST AND ACROSS THE STREET FROM
 SY0852'TELEPHONE POLE 4601, 79.1 FEET WEST AND ACROSS THE STREET FROM THE
 SY0852'STATION, 67 FEET SOUTHEAST OF POWER POLE 4658 BEARING A TRANSFORMER,
 SY0852'1.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 SY0852'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 SY0852'ABOVE THE GROUND.  SECTION 24, T 21N, R 2E.
 SY0852
 SY0852                          STATION RECOVERY (1988)
 SY0852
 SY0852'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0852'RECOVERED IN GOOD CONDITION.
 SY0852
 SY0852                          STATION RECOVERY (1989)
 SY0852
 SY0852'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJS)
 SY0852'RECOVERED IN GOOD CONDITION.
 SY0852
 SY0852                          STATION RECOVERY (2005)
 SY0852
 SY0852'RECOVERY NOTE BY US POWER SQUADRON 2005 (KK)
 SY0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0680 ***********************************************************************
 TQ0680  DESIGNATION -  BLUM
 TQ0680  PID         -  TQ0680
 TQ0680  STATE/COUNTY-  WA/WHATCOM
 TQ0680  USGS QUAD   -  MOUNT BLUM (1989)
 TQ0680
 TQ0680                         *CURRENT SURVEY CONTROL
 TQ0680  ___________________________________________________________________
 TQ0680* NAD 83(1991)-  48 45 14.91284(N)    121 28 56.82937(W)     ADJUSTED  
 TQ0680* NAVD 88     -      2342.3    (meters)    7685.     (feet)  VERTCON   
 TQ0680  ___________________________________________________________________
 TQ0680  LAPLACE CORR-           9.30  (seconds)                    DEFLEC99
 TQ0680  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 TQ0680
 TQ0680  HORZ ORDER  -  THIRD
 TQ0680
 TQ0680.The horizontal coordinates were established by classical geodetic methods
 TQ0680.and adjusted by the National Geodetic Survey in December 1991..
 TQ0680
 TQ0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0680
 TQ0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0680
 TQ0680.The geoid height was determined by GEOID03.
 TQ0680
 TQ0680;                    North         East     Units Scale Factor Converg.
 TQ0680;SPC WA N     -   195,238.767   452,269.816   MT  1.00000398   -0 28 59.8
 TQ0680;SPC WA N     -   640,545.85  1,483,821.89   sFT  1.00000398   -0 28 59.8
 TQ0680;UTM  10      - 5,401,236.320   611,540.853   MT  0.99975285   +1 08 28.1
 TQ0680
 TQ0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0680!SPC WA N     -   0.99963583  x   1.00000398  =   0.99963981
 TQ0680!UTM  10      -   0.99963583  x   0.99975285  =   0.99938877
 TQ0680
 TQ0680|---------------------------------------------------------------------|
 TQ0680| PID    Reference Object                     Distance      Geod. Az  |
 TQ0680|                                                           dddmmss.s |
 TQ0680| CS4964 BLUM RM 1                             4.825 METERS 03137     |
 TQ0680| CS4965 BLUM RM 2                             4.060 METERS 08222     |
 TQ0680| TQ0530 BACON                               APPROX.10.5 KM 1952447.8 |
 TQ0680|---------------------------------------------------------------------|
 TQ0680
 TQ0680                          SUPERSEDED SURVEY CONTROL
 TQ0680
 TQ0680  NAD 83(1986)-  48 45 14.91810(N)    121 28 56.82653(W) AD(       ) 3
 TQ0680  NGVD 29 (12/03/90) 2341.0    (m)         7680.     (f) VERT ANG       
 TQ0680
 TQ0680.Superseded values are not recommended for survey control.
 TQ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0680.See file dsdata.txt to determine how the superseded data were derived.
 TQ0680
 TQ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV1154101236(NAD 83)
 TQ0680_MARKER: DS = TRIANGULATION STATION DISK
 TQ0680_SETTING: 80 = SET IN A BOULDER
 TQ0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0680+STABILITY: SURFACE MOTION
 TQ0680
 TQ0680  HISTORY     - Date     Condition        Report By
 TQ0680  HISTORY     - 1950     MONUMENTED       USGS
 TQ0680
 TQ0680                          STATION DESCRIPTION
 TQ0680
 TQ0680'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 TQ0680'LOCATED ABOUT 19.5 MI NE. OF CONCRETE, 6.5 MI ENE. OF BAKER LAKE.
 TQ0680'ON WEST END OF TOP OF MT. BLUM.
 TQ0680'
 TQ0680'REACHED BY HELICOPTER FROM MT. BAKER LODGE.  LANDING WAS MADE ON
 TQ0680'SNOWFIELD ABOUT 1 MI S. OF TOP.  ABOUT 2-1/2 HOUR PACK.
 TQ0680'
 TQ0680'STATION MARK--STANDARD TABLET STAMPED---BLUM 1950---, CEMENTED IN
 TQ0680'LARGE BOULDER.
 TQ0680'
 TQ0680'RM 1--1-INCH DRILL HOLE IN CENTER OF CHISELED CROSS ON LARGE
 TQ0680'BOULDER.
 TQ0680'
 TQ0680'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN LARGE
 TQ0680'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1725 ***********************************************************************
 TR1725  DESIGNATION -  BLYN
 TR1725  PID         -  TR1725
 TR1725  STATE/COUNTY-  WA/CLALLAM
 TR1725  USGS QUAD   -  GARDINER (1985)
 TR1725
 TR1725                         *CURRENT SURVEY CONTROL
 TR1725  ___________________________________________________________________
 TR1725* NAD 83(1991)-  48 01 49.22976(N)    122 59 53.44456(W)     ADJUSTED  
 TR1725* NAVD 88     -         2.37   (+/-2cm)       7.8    (feet)  VERTCON   
 TR1725  ___________________________________________________________________
 TR1725  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 TR1725  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 TR1725
 TR1725  HORZ ORDER  -  SECOND
 TR1725  VERT ORDER  -  THIRD ? (See Below)
 TR1725
 TR1725.The horizontal coordinates were established by classical geodetic methods
 TR1725.and adjusted by the National Geodetic Survey in December 1991..
 TR1725
 TR1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1725.The vertical order pertains to the NGVD 29 superseded value.
 TR1725
 TR1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1725
 TR1725.The geoid height was determined by GEOID03.
 TR1725
 TR1725;                    North         East     Units Scale Factor Converg.
 TR1725;SPC WA N     -   116,826.170   338,572.804   MT  0.99994342   -1 36 42.4
 TR1725;SPC WA N     -   383,287.19  1,110,800.94   sFT  0.99994342   -1 36 42.4
 TR1725;UTM  10      - 5,319,672.578   500,135.755   MT  0.99960000   +0 00 04.9
 TR1725
 TR1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1725!SPC WA N     -   1.00000292  x   0.99994342  =   0.99994634
 TR1725!UTM  10      -   1.00000292  x   0.99960000  =   0.99960292
 TR1725
 TR1725|---------------------------------------------------------------------|
 TR1725| PID    Reference Object                     Distance      Geod. Az  |
 TR1725|                                                           dddmmss.s |
 TR1725| TR1742 BLYN 2 USE ECC 1979                  42.576 METERS 00253     |
 TR1725| TR1733 BLYN 2                               42.663 METERS 00255     |
 TR1725| CF7616 BLYN RM 1                            14.376 METERS 08701     |
 TR1725| CF7615 BLYN 2 AZ MK                                       1761944.8 |
 TR1725| TR2361 EBERLE                              APPROX. 6.3 KM 3171548.8 |
 TR1725|---------------------------------------------------------------------|
 TR1725
 TR1725                          SUPERSEDED SURVEY CONTROL
 TR1725
 TR1725  NAD 83(1986)-  48 01 49.22869(N)    122 59 53.45137(W) AD(       ) 2
 TR1725  NAD 27      -  48 01 49.89900(N)    122 59 48.81720(W) AD(       ) 2
 TR1725  NGVD 29 (07/19/86)    1.31   (m)            4.3    (f) LEVELING    3  
 TR1725
 TR1725.Superseded values are not recommended for survey control.
 TR1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1725.See file dsdata.txt to determine how the superseded data were derived.
 TR1725
 TR1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0013619673(NAD 83)
 TR1725
 TR1725  HISTORY     - Date     Condition        Report By
 TR1725  HISTORY     - 1920     MONUMENTED       USE
 TR1725  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1725  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1725  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR1725
 TR1725                          STATION DESCRIPTION
 TR1725
 TR1725'DESCRIBED BY US ENGINEERS 1920
 TR1725'LOCATED ON THE FRANK ROMAS FARM, AT THE BASE OF A LONG SLIM SPIT,
 TR1725'1/2 MILE FROM THE HEAD, AND ON THE E SIDE OF WASHINGTON HARBOR.  IT
 TR1725'IS ON THE GRASS JUST INSIDE THE FENCE AND ON S SIDE OF GATE.
 TR1725'ELEVATION ABOUT 10 FEET ABOVE MEAN LOW WATER.
 TR1725'
 TR1725'MARKED WITH STANDARD CONCRETE MONUMENT, SIGNAL, AND CEDAR POST.
 TR1725
 TR1725                          STATION RECOVERY (1955)
 TR1725
 TR1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 TR1725'THE STATION MARK WAS RECOVERED.  DUE TO ACTIVITY IN THE IMMEDIATE
 TR1725'AREA IT WAS DEEMED ADVISABLE TO REPLACE THE EXISTING MARK WITH A
 TR1725'MORE PERMANENT ONE.  A STATION AND UNDERGROUND MARK WAS SET IN THE
 TR1725'SAME POSITION AS THE OLD MARK, WHICH WAS A BRASS PLUG IN A SQUARE
 TR1725'CONCRETE POST.  THE OLD MARK WAS REMOVED.
 TR1725'
 TR1725'REFERENCE MARK 1 WAS ESTABLISHED.
 TR1725'
 TR1725'A COMPLETE NEW DESCRIPTION FOLLOWS--
 TR1725'
 TR1725'THE STATION IS LOCATED ON THE EAST SHORE OF SEQUIM BAY, ABOUT 6
 TR1725'MILES SOUTHEAST OF SEQUIM AND 1 MILE NORTH-NORTHEAST OF BLYN.
 TR1725'
 TR1725'TO REACH FROM THE POST OFFICE IN SEQUIM, GO EAST ON U.S. HIGHWAY
 TR1725'101 FOR 6.8 MILES TO SEVERNS STORE AND SERVICE STATION ON THE LEFT
 TR1725'(ACROSS THE BLYN RAILROAD SIDING).  TURN LEFT THEN RIGHT, NORTHERLY,
 TR1725'ON THE OLD HIGHWAY, FOR 0.3 MILE TO A T-ROAD.  TURN LEFT, WEST,
 TR1725'FOR 0.2 MILE TO THE STATION ON THE LEFT, WEST SIDE OF THE ROAD.
 TR1725'
 TR1725'THE STATION MARK, STAMPED BLYN USE 1920, IS A STANDARD DISK SET IN A
 TR1725'ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS 46
 TR1725'FEET SOUTH OF THE BOAT HOUSE, 29 FEET WEST OF THE CENTER OF THE ROAD,
 TR1725'6 FEET WEST OF A WITNESS POST AND 4 FEET EAST OF THE HIGH WATER
 TR1725'LINE.
 TR1725'
 TR1725'REFERENCE MARK 1, STAMPED BLYN USE NO 1 1920, IS A STANDARD DISK
 TR1725'SET IN A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 TR1725'IT IS 16 FEET EAST OF THE CENTER OF THE ROAD AND 1 FOOT EAST OF THE
 TR1725'FENCE LINE.
 TR1725'
 TR1725'A TIE WAS MADE TO THE U.S. ENGINEERS MARK STAMPED TRI BLYN NO 2
 TR1725'1943.  IT IS A BRONZE TABLET SET IN THE TOP OF A HEXAGONAL CONCRETE
 TR1725'POST PROJECTING 3 INCHES.  IT IS 18 FEET EAST OF THE CENTER OF THE
 TR1725'ROAD, 9 FEET EAST-NORTHEAST OF A POWER LINE POLE AND 8 FEET SOUTH
 TR1725'OF THE CENTER OF A DRIVEWAY.
 TR1725'
 TR1725'THE U.S. ENGINEERS MARK STAMPED BLYN 2 AZ, IS A BRONZE TABLET SET IN
 TR1725'THE TOP OF A HEXAGONAL CONCRETE POST FLUSH WITH THE GROUND.  IT IS 6
 TR1725'FEET EAST OF THE HIGH WATER LINE AND 1 FOOT NORTHWEST OF A WITNESS
 TR1725'POST.
 TR1725
 TR1725                          STATION RECOVERY (1962)
 TR1725
 TR1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TR1725'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 TR1725'THE 1955 DESCRIPTION IS ADEQUATE.
 TR1725
 TR1725                          STATION RECOVERY (1967)
 TR1725
 TR1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WFF)
 TR1725'STATION RECOVERED AS DESCRIBED.  NO SEARCH WAS MADE FOR REFERENCE
 TR1725'MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1733 ***********************************************************************
 TR1733  DESIGNATION -  BLYN 2
 TR1733  PID         -  TR1733
 TR1733  STATE/COUNTY-  WA/CLALLAM
 TR1733  USGS QUAD   -  GARDINER (1985)
 TR1733
 TR1733                         *CURRENT SURVEY CONTROL
 TR1733  ___________________________________________________________________
 TR1733* NAD 83(1991)-  48 01 50.60928(N)    122 59 53.34003(W)     ADJUSTED  
 TR1733* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1733  ___________________________________________________________________
 TR1733  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 TR1733  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 TR1733
 TR1733  HORZ ORDER  -  SECOND
 TR1733
 TR1733.The horizontal coordinates were established by classical geodetic methods
 TR1733.and adjusted by the National Geodetic Survey in December 1991..
 TR1733
 TR1733.The orthometric height was scaled from a topographic map.
 TR1733
 TR1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1733
 TR1733.The geoid height was determined by GEOID03.
 TR1733
 TR1733;                    North         East     Units Scale Factor Converg.
 TR1733;SPC WA N     -   116,868.698   338,576.166   MT  0.99994341   -1 36 42.3
 TR1733;SPC WA N     -   383,426.72  1,110,811.97   sFT  0.99994341   -1 36 42.3
 TR1733;UTM  10      - 5,319,715.169   500,137.919   MT  0.99960000   +0 00 05.0
 TR1733
 TR1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1733!SPC WA N     -   1.00000266  x   0.99994341  =   0.99994607
 TR1733!UTM  10      -   1.00000266  x   0.99960000  =   0.99960266
 TR1733
 TR1733:                Primary Azimuth Mark                     Grid Az
 TR1733:SPC WA N     -  CLAM                                     292 52 58.8
 TR1733:UTM  10      -  CLAM                                     291 16 11.5
 TR1733
 TR1733|---------------------------------------------------------------------|
 TR1733| PID    Reference Object                     Distance      Geod. Az  |
 TR1733|                                                           dddmmss.s |
 TR1733| TR2364 CLAM                                APPROX. 1.6 KM 2911616.5 |
 TR1733|---------------------------------------------------------------------|
 TR1733
 TR1733                          SUPERSEDED SURVEY CONTROL
 TR1733
 TR1733  NAD 83(1986)-  48 01 50.60813(N)    122 59 53.34684(W) AD(       ) 2
 TR1733  NAD 27      -  48 01 51.27860(N)    122 59 48.71270(W) AD(       ) 2
 TR1733
 TR1733.Superseded values are not recommended for survey control.
 TR1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1733.See file dsdata.txt to determine how the superseded data were derived.
 TR1733
 TR1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0013819715(NAD 83)
 TR1733
 TR1733  HISTORY     - Date     Condition        Report By
 TR1733  HISTORY     - 1962     MONUMENTED       USE
 TR1733  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1733  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR1733
 TR1733                          STATION DESCRIPTION
 TR1733
 TR1733'DESCRIBED BY US ENGINEERS 1962 (LSB)
 TR1733'SEE STATION BLYN USE
 TR1733
 TR1733                          STATION RECOVERY (1962)
 TR1733
 TR1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1733'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 TR1733'EAST SHORE OF SEQUIM BAY, ABOUT 6 MILES SOUTHEAST AND ABOUT 1 MILE
 TR1733'NORTH-NORTHEAST OF BLYN.
 TR1733'
 TR1733'THE STATION IS A U. S. E. DISK STAMPED TRI BLYN NO. 2 1943 SET IN THE
 TR1733'TOP OF HEXAGONAL CONCRETE POST PROJECTING 3 INCHES.  IT IS 140 FEET
 TR1733'NORTH OF STATION BLYN (U.S.E.) 1920, 18 FEET EAST OF THE CENTER OF A
 TR1733'ROAD, 9 FEET EAST-NORTHEAST OF A POWER LINEPOLE, 8 FEET SOUTH OF THE
 TR1733'CENTER OF A DRIVEWAY AND 1 FOOT SOUTH OF A FENCE CORNER.
 TR1733
 TR1733                          STATION RECOVERY (1967)
 TR1733
 TR1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WFF)
 TR1733'RECOVERED AS DESCRIBED.  NO SEARCH WAS MADE FOR REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1732 ***********************************************************************
 TR1732  DESIGNATION -  BLYN L O
 TR1732  PID         -  TR1732
 TR1732  STATE/COUNTY-  WA/CLALLAM
 TR1732  USGS QUAD   -  GARDINER (1985)
 TR1732
 TR1732                         *CURRENT SURVEY CONTROL
 TR1732  ___________________________________________________________________
 TR1732* NAD 83(1991)-  48 00 24.60197(N)    122 58 20.99998(W)     ADJUSTED  
 TR1732* NAVD 88     -       599.8    (meters)    1968.     (feet)  VERTCON   
 TR1732  ___________________________________________________________________
 TR1732  LAPLACE CORR-          -7.23  (seconds)                    DEFLEC99
 TR1732  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 TR1732
 TR1732  HORZ ORDER  -  SECOND
 TR1732
 TR1732.The horizontal coordinates were established by classical geodetic methods
 TR1732.and adjusted by the National Geodetic Survey in December 1991..
 TR1732
 TR1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1732
 TR1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1732
 TR1732.The geoid height was determined by GEOID03.
 TR1732
 TR1732;                    North         East     Units Scale Factor Converg.
 TR1732;SPC WA N     -   114,159.941   340,414.487   MT  0.99994413   -1 35 33.6
 TR1732;SPC WA N     -   374,539.74  1,116,843.20   sFT  0.99994413   -1 35 33.6
 TR1732;UTM  10      - 5,317,060.148   502,051.106   MT  0.99960005   +0 01 13.6
 TR1732
 TR1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1732!SPC WA N     -   0.99990928  x   0.99994413  =   0.99985342
 TR1732!UTM  10      -   0.99990928  x   0.99960005  =   0.99950937
 TR1732
 TR1732|---------------------------------------------------------------------|
 TR1732| PID    Reference Object                     Distance      Geod. Az  |
 TR1732|                                                           dddmmss.s |
 TR1732| CF7614 BLYN LO RM 1                         68.882 METERS 18111     |
 TR1732| TR1738 BLYN LO                              10.254 METERS 19017     |
 TR1732| SY1604 MT ZION LOOKOUT HOUSE               APPROX. 9.7 KM 1970320.1 |
 TR1732| TR1736 BLYN MTN NEW LOOKOUT TOWER           11.421 METERS 20943     |
 TR1732| CF7613 BLYN L O RM 1                        11.920 METERS 25346     |
 TR1732| TR0823 MCDONALD                            APPROX.20.7 KM 2954234.3 |
 TR1732| TR1730 BLYN MTN BORDER PATROL MAST          48.497 METERS 32918     |
 TR1732|---------------------------------------------------------------------|
 TR1732
 TR1732                          SUPERSEDED SURVEY CONTROL
 TR1732
 TR1732  NAD 83(1986)-  48 00 24.60108(N)    122 58 21.00688(W) AD(       ) 2
 TR1732  NAD 27      -  48 00 25.27640(N)    122 58 16.38220(W) AD(       ) 2
 TR1732  NGVD 29 (07/19/86)  598.7    (m)         1964.     (f) VERT ANG       
 TR1732
 TR1732.Superseded values are not recommended for survey control.
 TR1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1732.See file dsdata.txt to determine how the superseded data were derived.
 TR1732
 TR1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0205117060(NAD 83)
 TR1732_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1732
 TR1732  HISTORY     - Date     Condition        Report By
 TR1732  HISTORY     - 1955     MONUMENTED       CGS
 TR1732  HISTORY     - 1956     SEE DESCRIPTION  PACTT
 TR1732  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1732  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1732  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR1732
 TR1732                          STATION DESCRIPTION
 TR1732
 TR1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 TR1732'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF BLYN, 8 MILES
 TR1732'SOUTHEAST OF SEQUIM AND 12 MILES SOUTHWEST OF PORT TOWNSEND, AT THE
 TR1732'SITE OF THE BLYN STATE FOREST LOOKOUT TOWER.
 TR1732'
 TR1732'TO REACH FROM THE POST OFFICE IN SEQUIM, GO SOUTHEASTERLY ON U.S.
 TR1732'HIGHWAY 101 FOR 7.0 MILES TO A SIDE ROAD RIGHT AND SIGN SNOW CREEK
 TR1732'ROAD BLYN L.O.  THIS POINT IS AT THE WEST CITY LIMITS OF THE SMALL
 TR1732'VILLAGE OF BLYN.  TURN RIGHT AND FOLLOW THE MAIN ROAD FOR 5.2
 TR1732'MILES TO A FORK.  TURN LEFT, AS PER SIGN BLYN L.O. 7 AND FOLLOW
 TR1732'THE MOUNTAIN ROAD FOR 7.25 MILES TO THE LOOKOUT TOWER AND STATION.
 TR1732'
 TR1732'THE STATION MARK, STAMPED BLYN L O 1955, IS A STANDARD DISK SET IN
 TR1732'A SQUARE CONCRETE POST ABOUT 1 INCH BELOW THE GROUND SURFACE.  IT
 TR1732'IS 20.1 FEET NORTH-NORTHWEST OF THE NORTHEAST LEG OF THE LOOKOUT
 TR1732'TOWER, 27.4 FEET NORTHEAST OF THE NORTHWEST LEG OF THE TOWER AND 5.6
 TR1732'FEET WEST OF THE WEST BASE OF THE FLAG POLE.
 TR1732'
 TR1732'REFERENCE MARK 1, STAMPED BLYN L O NO 1 1955, IS A STANDARD DISK
 TR1732'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS 17.5
 TR1732'FEET WEST-NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.
 TR1732'
 TR1732'THE CORPS OF ENGINEERS U.S. ARMY BENCH MARK TABLET STAMPED BLYN, IS
 TR1732'A STANDARD TABLET SET IN A 10-INCH SQUARE BLOCK OF CONCRETE
 TR1732'PROJECTING ABOUT 2 INCHES.  THE MARK IS CENTERED DIRECTLY UNDER
 TR1732'THE LOOKOUT TOWER.
 TR1732'
 TR1732'REFERENCE MARK 1 (USE) IS A 2-INCH BRONZE TABLET STAMPED REF MK NO
 TR1732'1, AND SET IN AN 8-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 TR1732'IT IS ON A SMALL KNOLL SOUTH OF THE STATION, ABOUT 42 FEET EAST OF
 TR1732'THE SOUTHEAST CORNER OF A TIN BUILDING AND 21 FEET WEST OF THE
 TR1732'CENTER OF THE ROAD.
 TR1732'
 TR1732'NO AZIMUTH MARK.
 TR1732'
 TR1732'STATION MAY BE REACHED WITH A CONVENTIONAL DRIVE VEHICLE.
 TR1732
 TR1732                          STATION RECOVERY (1956)
 TR1732
 TR1732'RECOVERY NOTE BY PACIFIC T AND T CO 1956
 TR1732'REFERENCE MARK 1 (USE) WAS DESTROYED BY CONTRACTORS BULLDOZER.
 TR1732
 TR1732                          STATION RECOVERY (1961)
 TR1732
 TR1732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1732'THE STATION, BLYN L. O. 1955 STATION MARK, AND REFERENCE MARK 1
 TR1732'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY L.S.B. IN 1955
 TR1732'EXCEPT THE LOOKOUT TOWER HAS BEEN REBUILT IN A DIFFERENT POSITION.
 TR1732'THE STATION IS NOW 27.2 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 TR1732'LOOKOUT TOWER.
 TR1732'
 TR1732'BLYN (USE) (LOOKOUT TOWER) MARK, A CORPS OF ENGINEERS DISK STAMPED
 TR1732'BLYN IS NOW 12 FEET EAST OF THE CENTER OF THE PRESENT LOOKOUT TOWER.
 TR1732'REFERENCE MARK 1 (USE) WAS PREVIOUSLY REPORTED DESTROYED.
 TR1732'
 TR1732'THE TO REACH DESCRIPTION IS ADEQUATE.
 TR1732
 TR1732                          STATION RECOVERY (1962)
 TR1732
 TR1732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TR1732'THE STATION MARK, REFERENCE MARK NO. 1 AND THE U.S. CORPS OF
 TR1732'ENGINEERS BENCH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 TR1732'
 TR1732'R.M. 1 (USE) WAS SEARCHED FOR BUT NOT RECOVERED.
 TR1732'
 TR1732'THE TO REACH IS ADEQUATE.
 TR1732
 TR1732                          STATION RECOVERY (1966)
 TR1732
 TR1732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR1732'THE STATION, REFERENCE MARK 1 AND BLYN (USE) LOOKOUT TOWER MARK
 TR1732'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1955 AND 1961.
 TR1732'REFERENCE MARK 1 (USE) WAS PREVIOUSLY REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1738 ***********************************************************************
 TR1738  DESIGNATION -  BLYN LO
 TR1738  PID         -  TR1738
 TR1738  STATE/COUNTY-  WA/CLALLAM
 TR1738  USGS QUAD   -  GARDINER (1985)
 TR1738
 TR1738                         *CURRENT SURVEY CONTROL
 TR1738  ___________________________________________________________________
 TR1738* NAD 83(1991)-  48 00 24.27530(N)    122 58 21.08828(W)     ADJUSTED  
 TR1738* NAVD 88     -       600.     (meters)    1968.     (feet)  SCALED    
 TR1738  ___________________________________________________________________
 TR1738  LAPLACE CORR-          -7.24  (seconds)                    DEFLEC99
 TR1738  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 TR1738
 TR1738  HORZ ORDER  -  SECOND
 TR1738
 TR1738.The horizontal coordinates were established by classical geodetic methods
 TR1738.and adjusted by the National Geodetic Survey in December 1991..
 TR1738
 TR1738.The orthometric height was scaled from a topographic map.
 TR1738
 TR1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1738
 TR1738.The geoid height was determined by GEOID03.
 TR1738
 TR1738;                    North         East     Units Scale Factor Converg.
 TR1738;SPC WA N     -   114,149.907   340,412.377   MT  0.99994413   -1 35 33.6
 TR1738;SPC WA N     -   374,506.82  1,116,836.27   sFT  0.99994413   -1 35 33.6
 TR1738;UTM  10      - 5,317,050.062   502,049.280   MT  0.99960005   +0 01 13.5
 TR1738
 TR1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1738!SPC WA N     -   0.99990924  x   0.99994413  =   0.99985337
 TR1738!UTM  10      -   0.99990924  x   0.99960005  =   0.99950932
 TR1738
 TR1738|---------------------------------------------------------------------|
 TR1738| PID    Reference Object                     Distance      Geod. Az  |
 TR1738|                                                           dddmmss.s |
 TR1738| TR1732 BLYN L O                             10.254 METERS 01017     |
 TR1738| TR2355 NEW DUNGENESS LT 1927               APPROX.22.0 KM 3321505.3 |
 TR1738|---------------------------------------------------------------------|
 TR1738
 TR1738                          SUPERSEDED SURVEY CONTROL
 TR1738
 TR1738  NAD 83(1986)-  48 00 24.27438(N)    122 58 21.09520(W) AD(       ) 2
 TR1738  NAD 27      -  48 00 24.94900(N)    122 58 16.47000(W) AD(       ) 2
 TR1738
 TR1738.Superseded values are not recommended for survey control.
 TR1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1738.See file dsdata.txt to determine how the superseded data were derived.
 TR1738
 TR1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0204917050(NAD 83)
 TR1738
 TR1738  HISTORY     - Date     Condition        Report By
 TR1738  HISTORY     - UNK      MONUMENTED       USE
 TR1738  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1738  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR1738
 TR1738                          STATION DESCRIPTION
 TR1738
 TR1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1738'A CORPS OF ENGINEERS, U.S. ARMY BENCH MARK TABLET STAMPED BLYN WAS
 TR1738'RECOVERED.  THIS DISK IS AT THE LOCATION OF BLYN (USE) (LOOKOUT
 TR1738'TOWER) 1955 BECAUSE COMPUTATIONS FROM MEASUREMENTS AND OBSERVATIONS
 TR1738'MADE IN 1961 AT BLYN L.O. 1955 VERIFY THE PUBLISHED POSITION OF
 TR1738'BLYN (USE) (LOOKOUT TOWER) 1955.
 TR1738'
 TR1738'REFER TO 1961 RECOVERY NOTE BY F.N. FOR BLYN L.O. 1955.
 TR1738
 TR1738                          STATION RECOVERY (1966)
 TR1738
 TR1738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR1738'RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 8 MILES SOUTHEAST OF
 TR1738'SEQUIM, ABOUT 2 MILES SOUTHEAST OF THE TOWN OF BLYN AND AT THE SITE
 TR1738'OF BLYN MOUNTAIN LOOKOUT TOWER.
 TR1738'
 TR1738'THE STATION IS A CORPS OF ENGINEERS DISK STAMPED BLYN SET IN THE
 TR1738'TOP OF A 10 INCH CONCRETE MONUMENT, PROJECTING 2 INCHES ABOVE THE
 TR1738'SURFACE OF THE GROUND.  IT IS 12 FEET EAST OF THE CENTER OF THE
 TR1738'PRESENT LOOKOUT TOWER.  NOTE--THE LOOKOUT TOWER THAT ORIGINALLY
 TR1738'WAS CENTERED OVER THE DISK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1730 ***********************************************************************
 TR1730  DESIGNATION -  BLYN MTN BORDER PATROL MAST
 TR1730  PID         -  TR1730
 TR1730  STATE/COUNTY-  WA/CLALLAM
 TR1730  USGS QUAD   -  GARDINER (1985)
 TR1730
 TR1730                         *CURRENT SURVEY CONTROL
 TR1730  ___________________________________________________________________
 TR1730* NAD 83(1991)-  48 00 25.95213(N)    122 58 22.19447(W)     ADJUSTED  
 TR1730* NAVD 88     -                                                        
 TR1730  ___________________________________________________________________
 TR1730  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 TR1730  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 TR1730
 TR1730  HORZ ORDER  -  THIRD
 TR1730
 TR1730.The horizontal coordinates were established by classical geodetic methods
 TR1730.and adjusted by the National Geodetic Survey in December 1991..
 TR1730
 TR1730
 TR1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1730
 TR1730.The geoid height was determined by GEOID03.
 TR1730
 TR1730;                    North         East     Units Scale Factor Converg.
 TR1730;SPC WA N     -   114,202.312   340,390.900   MT  0.99994411   -1 35 34.4
 TR1730;SPC WA N     -   374,678.75  1,116,765.81   sFT  0.99994411   -1 35 34.4
 TR1730;UTM  10      - 5,317,101.824   502,026.343   MT  0.99960005   +0 01 12.7
 TR1730
 TR1730                          SUPERSEDED SURVEY CONTROL
 TR1730
 TR1730  NAD 83(1986)-  48 00 25.95103(N)    122 58 22.20186(W) AD(       ) 4
 TR1730  NAD 27      -  48 00 26.62700(N)    122 58 17.57600(W) AD(       ) 3
 TR1730
 TR1730.Superseded values are not recommended for survey control.
 TR1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1730.See file dsdata.txt to determine how the superseded data were derived.
 TR1730
 TR1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0202617102(NAD 83)
 TR1730
 TR1730  HISTORY     - Date     Condition        Report By
 TR1730  HISTORY     - 1962     MONUMENTED       CGS
 TR1730  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TR1730  HISTORY     - 1979     SEE DESCRIPTION  WADNR
 TR1730
 TR1730                          STATION DESCRIPTION
 TR1730
 TR1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TR1730'LOCATED ABOUT 8 MILES SOUTHEAST OF SEQUIM, 2 MILES SOUTHEAST OF
 TR1730'BLYN AND NEAR THE HIGHEST POINT OF BLYN MTN.
 TR1730'
 TR1730'IT IS A STEEL STRUCTURE PAINTED ALTERNATELY RED AND WHITE IN COLOR
 TR1730'WITH AN OVERALL HEIGHT OF 160 FEET.  THE RED LIGHT AT THE TOP WAS
 TR1730'THE POINT INTERSECTED.
 TR1730
 TR1730                          STATION RECOVERY (1969)
 TR1730
 TR1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 TR1730'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1962.
 TR1730'
 TR1730'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES SOUTHEAST
 TR1730'OF BLYN.
 TR1730
 TR1730                          STATION RECOVERY (1979)
 TR1730
 TR1730'RECOVERY NOTE BY WA DEPT OF NAT RES 1979
 TR1730'RED LIGHT AT TOP NO LONGER EXISTS.
 TR1730'
 TR1730'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI. SE OF BLYN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1736 ***********************************************************************
 TR1736  DESIGNATION -  BLYN MTN NEW LOOKOUT TOWER
 TR1736  PID         -  TR1736
 TR1736  STATE/COUNTY-  WA/CLALLAM
 TR1736  USGS QUAD   -  GARDINER (1985)
 TR1736
 TR1736                         *CURRENT SURVEY CONTROL
 TR1736  ___________________________________________________________________
 TR1736* NAD 83(1991)-  48 00 24.28086(N)    122 58 21.27319(W)     ADJUSTED  
 TR1736* NAVD 88     -                                                        
 TR1736  ___________________________________________________________________
 TR1736  LAPLACE CORR-          -7.23  (seconds)                    DEFLEC99
 TR1736  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 TR1736
 TR1736  HORZ ORDER  -  THIRD
 TR1736
 TR1736.The horizontal coordinates were established by classical geodetic methods
 TR1736.and adjusted by the National Geodetic Survey in December 1991..
 TR1736
 TR1736
 TR1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1736
 TR1736.The geoid height was determined by GEOID03.
 TR1736
 TR1736;                    North         East     Units Scale Factor Converg.
 TR1736;SPC WA N     -   114,150.185   340,408.551   MT  0.99994413   -1 35 33.8
 TR1736;SPC WA N     -   374,507.73  1,116,823.72   sFT  0.99994413   -1 35 33.8
 TR1736;UTM  10      - 5,317,050.232   502,045.449   MT  0.99960005   +0 01 13.4
 TR1736
 TR1736                          SUPERSEDED SURVEY CONTROL
 TR1736
 TR1736  NAD 83(1986)-  48 00 24.27990(N)    122 58 21.28022(W) AD(       ) 4
 TR1736  NAD 27      -  48 00 24.96300(N)    122 58 16.64900(W) AD(       ) 3
 TR1736
 TR1736.Superseded values are not recommended for survey control.
 TR1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1736.See file dsdata.txt to determine how the superseded data were derived.
 TR1736
 TR1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0204517050(NAD 83)
 TR1736
 TR1736  HISTORY     - Date     Condition        Report By
 TR1736  HISTORY     - 1961     MONUMENTED       CGS
 TR1736  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1736  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TR1736  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR1736  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TR1736
 TR1736                          STATION DESCRIPTION
 TR1736
 TR1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1736'LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF THE TOWN OF BLYN, ON THE
 TR1736'BARE TOP OF A WOODED MOUNTAIN.
 TR1736'
 TR1736'THE STATION IS THE CENTER OF THE SQUARE, FLAT-ROOFED HOUSE ATOP A
 TR1736'4-LEGGED WOODEN TOWER.  THE LEGS OF THE TOWER ARE VERTICAL AND REST
 TR1736'ON CONCRETE FOOTINGS.  THE TOWER IS MAINTAINED BY THE WASHINGTON
 TR1736'STATE FORESTRY DEPARTMENT.  A COMMUNICATIONS INSTALLATION IS
 TR1736'LOCATED ABOUT 200 FEET SOUTH OF THE LOOKOUT TOWER.  THE POSITION
 TR1736'OF THE STATION WAS DETERMINED BY TRAVERSE FROM NEARBY STATION BLYN
 TR1736'L.O., 1955.
 TR1736
 TR1736                          STATION RECOVERY (1962)
 TR1736
 TR1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TR1736'THE STATION IS LCATED ABOUT 8 MILES SOUTHEAST OF SEQUIM, 2 MILES
 TR1736'SOUTHEAST OF BLYN ON THE HIGHEST POINT OF BLYN MOUNTAIN.
 TR1736'
 TR1736'IT IS A HOUSE SUPPORTED BY A 4-LEGGED WOOD STRUCTURE PAINTED GRAY IN
 TR1736'COLOR WITH AN OVERALL HEIGHT OF 60 FEET.
 TR1736'
 TR1736'THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
 TR1736
 TR1736                          STATION RECOVERY (1963)
 TR1736
 TR1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 TR1736'RECOVERED IN GOOD CONDITION.  THE STATION WAS PREVIOUSLY DESCRIBED AS
 TR1736'BLYN LOOKOUT TOWER, 1961 BY F.N.
 TR1736
 TR1736                          STATION RECOVERY (1966)
 TR1736
 TR1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR1736'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961
 TR1736'AND 1962.
 TR1736
 TR1736                          STATION RECOVERY (1969)
 TR1736
 TR1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 TR1736'THE STATION IS LOST.  THE LOOKOUT TOWER HAS BEEN TORN DOWN AND ONLY
 TR1736'THE CONCRETE FOOTINGS REMAIN.
 TR1736'
 TR1736'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2-1/2 MILES
 TR1736'SOUTHEAST OF BLYN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1538 ***********************************************************************
 SW1538  DESIGNATION -  BLYTHE
 SW1538  PID         -  SW1538
 SW1538  STATE/COUNTY-  WA/GRANT
 SW1538  USGS QUAD   -  WINCHESTER NE (1966)
 SW1538
 SW1538                         *CURRENT SURVEY CONTROL
 SW1538  ___________________________________________________________________
 SW1538* NAD 83(1991)-  47 14 49.52951(N)    119 32 18.97802(W)     ADJUSTED  
 SW1538* NAVD 88     -       415.6    (meters)    1364.     (feet)  VERTCON   
 SW1538  ___________________________________________________________________
 SW1538  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 SW1538  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 SW1538
 SW1538  HORZ ORDER  -  SECOND
 SW1538
 SW1538.The horizontal coordinates were established by classical geodetic methods
 SW1538.and adjusted by the National Geodetic Survey in December 1991..
 SW1538
 SW1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1538
 SW1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1538
 SW1538.The geoid height was determined by GEOID03.
 SW1538
 SW1538;                    North         East     Units Scale Factor Converg.
 SW1538;SPC WA S     -   213,165.568   572,778.919   MT  0.99998141   +0 41 54.1
 SW1538;SPC WA S     -   699,360.70  1,879,192.17   sFT  0.99998141   +0 41 54.1
 SW1538;UTM  11      - 5,235,749.020   307,897.517   MT  1.00005355   -1 51 52.7
 SW1538
 SW1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1538!SPC WA S     -   0.99993807  x   0.99998141  =   0.99991948
 SW1538!UTM  11      -   0.99993807  x   1.00005355  =   0.99999161
 SW1538
 SW1538:                Primary Azimuth Mark                     Grid Az
 SW1538:SPC WA S     -  EPHRATA ARMY AIR BASE TANK               003 49 52.2
 SW1538:UTM  11      -  EPHRATA ARMY AIR BASE TANK               006 23 39.0
 SW1538
 SW1538|---------------------------------------------------------------------|
 SW1538| PID    Reference Object                     Distance      Geod. Az  |
 SW1538|                                                           dddmmss.s |
 SW1538| SW1530 EPHRATA ARMY AIR BASE TANK          APPROX. 8.0 KM 0043146.3 |
 SW1538| SW1531 EPHRATA ARMY AIR BASE CONT TWR      APPROX. 7.3 KM 0103443.2 |
 SW1538| CF1966 BLYTHE RM 1                          12.302 METERS 03946     |
 SW1538| CF1967 BLYTHE RM 2                          13.040 METERS 13456     |
 SW1538| SW1537 SEATTLE SPOKANE AIRWAY BCN 13       APPROX. 5.9 KM 2381559.3 |
 SW1538| CF1965 BLYTHE AZ MK                                       2382255.3 |
 SW1538| SW1528 EPHRATA METH CHURCH STEEPLE         APPROX. 8.0 KM 3572231.6 |
 SW1538|---------------------------------------------------------------------|
 SW1538
 SW1538                          SUPERSEDED SURVEY CONTROL
 SW1538
 SW1538  NAD 83(1986)-  47 14 49.53814(N)    119 32 18.96701(W) AD(       ) 2
 SW1538  NAD 27      -  47 14 50.04200(N)    119 32 14.83400(W) AD(       ) 2
 SW1538  NGVD 29 (07/19/86)  414.5    (m)         1360.     (f) VERT ANG       
 SW1538
 SW1538.Superseded values are not recommended for survey control.
 SW1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1538.See file dsdata.txt to determine how the superseded data were derived.
 SW1538
 SW1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN0789835749(NAD 83)
 SW1538_MARKER: DD = SURVEY DISK
 SW1538_SETTING: 80 = SET IN A BOULDER
 SW1538_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SW1538
 SW1538  HISTORY     - Date     Condition        Report By
 SW1538  HISTORY     - 1948     MONUMENTED       USGS
 SW1538  HISTORY     - 1957     GOOD             BPA
 SW1538  HISTORY     - 1989     GOOD             WADNR
 SW1538
 SW1538                          STATION DESCRIPTION
 SW1538
 SW1538'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (WRH)
 SW1538'THE STATION IS LOCATED ON THE HIGHEST POINT OF A ROUND, FLAT
 SW1538'TOPPED HILL THAT IS THE HIGHEST IN THE VICINITY.  IT IS ABOUT 15
 SW1538'MILES AIRLINE EAST OF QUINCY, ABOUT 8.5 MILES AIRLINE SOUTH
 SW1538'SOUTHWEST OF SOAP LAKE, ABOUT 5 MILES AIRLINE SOUTH OF EPHRATA
 SW1538'AND ABOUT 1.0 MILE EAST OF A GRADED ROAD.
 SW1538'
 SW1538'THE STATION IS A STANDARD USGS DISK THAT IS SET IN A DRILL HOLE
 SW1538'IN A BOULDER THAT WAS PLACED IN THE GROUND.  IT IS 4.8 FEET EAST
 SW1538'OF A WHITE WITNESS POST AND 18 FEET NORTHWEST OF THE CENTERLINE OF
 SW1538'A DIM TRACK ROAD.  THE DISK IS NOT STAMPED.  IT PROJECTS 6 INCHES
 SW1538'ABOVE THE GROUND.
 SW1538'
 SW1538'REFERENCE MARK NUMBER ONE IS 1 FOOT LOWER THAN THE STATION AND
 SW1538'PROJECTS 3 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED BLYTHE
 SW1538'(USGS) NO 1 1948.
 SW1538'
 SW1538'REFERENCE MARK NUMBER TWO IS 18 INCHES LOWER THAN THE STATION AND
 SW1538'PROJECTS 2 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED BLYTHE
 SW1538'(USGS) NO 2 1948.
 SW1538'
 SW1538'THE AZIMUTH MARK IS 18 FEET WEST OF TRACK ROAD AND 35 FEET NORTH
 SW1538'OF A PILE OF LOOSE ROCK.  THE DISK IS STAMPED BLYTHE (USGS) 1948
 SW1538'AND PROJECTS 2 INCHES ABOVE THE GROUND.  TO REACH THE MARK FROM
 SW1538'THE STATION GO SOUTHWEST ON THE TRACK ROAD FOR 0.4 MILE TO THE
 SW1538'MARK ON THE RIGHT AS DESCRIBED.
 SW1538'
 SW1538'TO REACH THE STATION FROM THE RAILROAD DEPOT IN EPHRATA GO SOUTH
 SW1538'FOR 2 CITY BLOCKS.  TURN LEFT AND CROSS OVER THE RAILROAD TRACKS
 SW1538'THEN TURN RIGHT AND FOLLOW THE GRAVEL ROAD, SOUTH, ALONG THE EAST
 SW1538'SIDE OF THE TRACKS FOR 5.3 MILES TO A TRACK ROAD LEFT.  TURN LEFT,
 SW1538'NORTHEASTERLY, AND FOLLOW THE TRACK ROAD FOR 0.75 MILE TO THE TOP
 SW1538'OF THE ROUND TOPPED HILL AND THE STATION AS DESCRIBED.
 SW1538
 SW1538                          STATION RECOVERY (1957)
 SW1538
 SW1538'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1957
 SW1538'TO REACH FROM THE RAILROAD DEPOT IN EPHRATA GO SOUTH 2 CITY
 SW1538'BLOCKS.  TURN LEFT AND CROSS THE RAILROAD TRACKS, THEN TURN RIGHT
 SW1538'AND FOLLOW THE OILED ROAD 5.3 MILES TO A GRADED ROAD JUST NORTH
 SW1538'OF A CANAL.  TURN LEFT AND FOLLOW GRADED ROAD 0.5 MILE.  TURN LEFT
 SW1538'AND GO NE ACROSS PASTURE 0.5 MILE TO HIGHEST PART OF HILL AND
 SW1538'STATION.  AZIMUTH MARK NOT RECOVERED.
 SW1538
 SW1538                          STATION RECOVERY (1989)
 SW1538
 SW1538'RECOVERY NOTE BY WA DEPT OF NAT RES 1989 (JE)
 SW1538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0344 ***********************************************************************
 SC0344  DESIGNATION -  BM
 SC0344  PID         -  SC0344
 SC0344  STATE/COUNTY-  WA/WAHKIAKUM
 SC0344  USGS QUAD   -  SKAMOKAWA (1985)
 SC0344
 SC0344                         *CURRENT SURVEY CONTROL
 SC0344  ___________________________________________________________________
 SC0344* NAD 83(1986)-  46 16 01.     (N)    123 27 11.     (W)     SCALED    
 SC0344* NAVD 88     -         2.583  (meters)       8.47   (feet)  ADJUSTED  
 SC0344  ___________________________________________________________________
 SC0344  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 SC0344  DYNAMIC HT  -           2.583 (meters)       8.47  (feet)  COMP
 SC0344  MODELED GRAV-     980,739.5   (mgal)                       NAVD 88
 SC0344
 SC0344  VERT ORDER  -  FIRST     CLASS II
 SC0344
 SC0344.The horizontal coordinates were scaled from a topographic map and have
 SC0344.an estimated accuracy of +/- 6 seconds.
 SC0344
 SC0344.The orthometric height was determined by differential leveling
 SC0344.and adjusted by the National Geodetic Survey in June 1991..
 SC0344
 SC0344.The geoid height was determined by GEOID03.
 SC0344
 SC0344.The dynamic height is computed by dividing the NAVD 88
 SC0344.geopotential number by the normal gravity value computed on the
 SC0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0344.degrees latitude (g = 980.6199 gals.).
 SC0344
 SC0344.The modeled gravity was interpolated from observed gravity values.
 SC0344
 SC0344;                    North         East    Units  Estimated Accuracy
 SC0344;SPC WA S     -   108,030.      272,420.      MT  (+/- 180 meters Scaled)
 SC0344
 SC0344                          SUPERSEDED SURVEY CONTROL
 SC0344
 SC0344  NGVD 29 (??/??/92)    1.642  (m)            5.39   (f) ADJ UNCH    1 2
 SC0344
 SC0344.Superseded values are not recommended for survey control.
 SC0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0344.See file dsdata.txt to determine how the superseded data were derived.
 SC0344
 SC0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS650238(NAD 83)
 SC0344_MARKER: Z = SEE DESCRIPTION
 SC0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0344+STABILITY: SURFACE MOTION
 SC0344
 SC0344  HISTORY     - Date     Condition        Report By
 SC0344  HISTORY     - UNK      MONUMENTED       DOD
 SC0344  HISTORY     - 1962     GOOD             NGS
 SC0344  HISTORY     - 19860719 MARK NOT FOUND   NGS
 SC0344
 SC0344                          STATION DESCRIPTION
 SC0344
 SC0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0344'IN SKAMOKAWA.
 SC0344'0.15 MILE SOUTHEAST OF THE POST OFFICE AT SKAMOKAWA, 150 FEET SOUTH OF
 SC0344'THE CENTER OF A CURVE IN THE MACADAM ROAD, 110 FEET NORTHWEST OF THE
 SC0344'NORTHWEST CORNER OF AN ABANDONED TWO STORY BUILDING, 95 FEET SOUTH OF
 SC0344'A POWER POLE WITH A TRANSFORMER ON IT, 39 FEET WEST OF AN OLD ROAD TO
 SC0344'THE ABANDONED DOCK, 1 FOOT SOUTH OF A STEEL WITNESS POST AND 2 FEET
 SC0344'BELOW THE LEVEL OF THE OLD ROAD.  THE CONCRETE POST HAS USE 1913 BM
 SC0344'INSCRIBED IN THE CONCRETE AND IT IS 2 INCHES BELOW THE SURFACE OF THE
 SC0344'GROUND.
 SC0344
 SC0344                          STATION RECOVERY (1986)
 SC0344
 SC0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 SC0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0299 ***********************************************************************
 RZ0299  DESIGNATION -  BM
 RZ0299  PID         -  RZ0299
 RZ0299  STATE/COUNTY-  WA/ASOTIN
 RZ0299  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0299
 RZ0299                         *CURRENT SURVEY CONTROL
 RZ0299  ___________________________________________________________________
 RZ0299* NAD 83(1986)-  46 05 53.     (N)    116 58 33.     (W)     SCALED    
 RZ0299* NAVD 88     -       254.740  (meters)     835.76   (feet)  ADJUSTED  
 RZ0299  ___________________________________________________________________
 RZ0299  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 RZ0299  DYNAMIC HT  -         254.698 (meters)     835.62  (feet)  COMP
 RZ0299  MODELED GRAV-     980,449.2   (mgal)                       NAVD 88
 RZ0299
 RZ0299  VERT ORDER  -  SECOND    CLASS 0
 RZ0299
 RZ0299.The horizontal coordinates were scaled from a topographic map and have
 RZ0299.an estimated accuracy of +/- 6 seconds.
 RZ0299
 RZ0299.The orthometric height was determined by differential leveling
 RZ0299.and adjusted by the National Geodetic Survey in June 1991..
 RZ0299
 RZ0299.The geoid height was determined by GEOID03.
 RZ0299
 RZ0299.The dynamic height is computed by dividing the NAVD 88
 RZ0299.geopotential number by the normal gravity value computed on the
 RZ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0299.degrees latitude (g = 980.6199 gals.).
 RZ0299
 RZ0299.The modeled gravity was interpolated from observed gravity values.
 RZ0299
 RZ0299;                    North         East    Units  Estimated Accuracy
 RZ0299;SPC WA S     -    91,090.      772,410.      MT  (+/- 180 meters Scaled)
 RZ0299
 RZ0299                          SUPERSEDED SURVEY CONTROL
 RZ0299
 RZ0299  NGVD 29 (??/??/92)  253.672  (m)          832.26   (f) ADJ UNCH    2 0
 RZ0299
 RZ0299.Superseded values are not recommended for survey control.
 RZ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0299.See file dsdata.txt to determine how the superseded data were derived.
 RZ0299
 RZ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM018049(NAD 83)
 RZ0299_MARKER: Z = SEE DESCRIPTION
 RZ0299_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0299_SP_SET: BEDROCK
 RZ0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0299+STABILITY: POSITION/ELEVATION WELL
 RZ0299
 RZ0299  HISTORY     - Date     Condition        Report By
 RZ0299  HISTORY     - UNK      MONUMENTED       DOD
 RZ0299  HISTORY     - 1946     GOOD             NGS
 RZ0299
 RZ0299                          STATION DESCRIPTION
 RZ0299
 RZ0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0299'1.45 MI N FROM ROGERSBURG.
 RZ0299'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0299'SNAKE RIVER, 1.45 MILES NORTH OF THE JUNCTION OF THE GRANDE RONDE AND
 RZ0299'THE SNAKE RIVERS AT ROGERSBURG, AT THE SOUTHWEST END OF A SHARP CURVE,
 RZ0299'A 1/2-INCH IRON PIPE CEMENTED IN THE TOP OF AND 3.5 FEET SOUTH OF THE
 RZ0299'NORTH END OF A VERY LARGE AND PROMINENT PORTION OF BEDROCK BETWEEN THE
 RZ0299'ROAD AND THE RIVER, 10.5 FEET SOUTHEAST OF CENTER OF THE ROAD, ABOUT 3
 RZ0299'FEET ABOVE THE GROUND, U S E B M INSCRIBED IN THE CONCRETE AROUND THE
 RZ0299'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0704 ***********************************************************************
 SV0704  DESIGNATION -  BM
 SV0704  PID         -  SV0704
 SV0704  STATE/COUNTY-  WA/SPOKANE
 SV0704  USGS QUAD   -  SPOKANE NW (1986)
 SV0704
 SV0704                         *CURRENT SURVEY CONTROL
 SV0704  ___________________________________________________________________
 SV0704* NAD 83(1986)-  47 39 02.     (N)    117 26 36.     (W)     SCALED    
 SV0704* NAVD 88     -       580.081  (meters)    1903.15   (feet)  ADJUSTED  
 SV0704  ___________________________________________________________________
 SV0704  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 SV0704  DYNAMIC HT  -         580.116 (meters)    1903.26  (feet)  COMP
 SV0704  MODELED GRAV-     980,653.5   (mgal)                       NAVD 88
 SV0704
 SV0704  VERT ORDER  -  FIRST     CLASS II
 SV0704
 SV0704.The horizontal coordinates were scaled from a topographic map and have
 SV0704.an estimated accuracy of +/- 6 seconds.
 SV0704
 SV0704.The orthometric height was determined by differential leveling
 SV0704.and adjusted by the National Geodetic Survey in June 1991..
 SV0704
 SV0704.The geoid height was determined by GEOID03.
 SV0704
 SV0704.The dynamic height is computed by dividing the NAVD 88
 SV0704.geopotential number by the normal gravity value computed on the
 SV0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0704.degrees latitude (g = 980.6199 gals.).
 SV0704
 SV0704.The modeled gravity was interpolated from observed gravity values.
 SV0704
 SV0704;                    North         East    Units  Estimated Accuracy
 SV0704;SPC WA N     -    77,940.      754,600.      MT  (+/- 180 meters Scaled)
 SV0704
 SV0704                          SUPERSEDED SURVEY CONTROL
 SV0704
 SV0704  NGVD 29 (??/??/92)  578.92   (m)         1899.3    (f) COMPUTED    1 2
 SV0704
 SV0704.Superseded values are not recommended for survey control.
 SV0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0704.See file dsdata.txt to determine how the superseded data were derived.
 SV0704
 SV0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN667775(NAD 83)
 SV0704_MARKER: DD = SURVEY DISK
 SV0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0704_SP_SET: ABUTMENT
 SV0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0704
 SV0704  HISTORY     - Date     Condition        Report By
 SV0704  HISTORY     - UNK      MONUMENTED       NPRR
 SV0704  HISTORY     - 1965     GOOD             NGS
 SV0704
 SV0704                          STATION DESCRIPTION
 SV0704
 SV0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0704'IN SPOKANE.
 SV0704'AT SPOKANE, SPOKANE COUNTY, ABOUT 1.4 MILES SOUTHWEST ALONG THE
 SV0704'NORTHERN PACIFIC RAILWAY FROM THE STATION, AT THE BRIDGE OVER SIXTH
 SV0704'AVENUE, IN THE TOP OF THE SOUTHEAST CORNER OF THE EAST (NORTH)
 SV0704'ABUTMENT, 5 FEET EAST OF THE EAST RAIL, AND 1 FOOT FROM BENCH MARK V
 SV0704'263.  A NORTHERN PACIFIC RAILWAY STANDARD DISK.  NOTE-- THERE IS NO
 SV0704'CASTING OR STAMPING READABLE ON THE DISK AND THE DISK RESEMBLES A
 SV0704'2-INCH PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0309 ***********************************************************************
 SC0309  DESIGNATION -  BM 1
 SC0309  PID         -  SC0309
 SC0309  STATE/COUNTY-  WA/WAHKIAKUM
 SC0309  USGS QUAD   -  OAK POINT (1985)
 SC0309
 SC0309                         *CURRENT SURVEY CONTROL
 SC0309  ___________________________________________________________________
 SC0309* NAD 83(1986)-  46 10 04.     (N)    123 14 03.     (W)     SCALED    
 SC0309* NAVD 88     -         1.967  (meters)       6.45   (feet)  ADJUSTED  
 SC0309  ___________________________________________________________________
 SC0309  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 SC0309  DYNAMIC HT  -           1.968 (meters)       6.46  (feet)  COMP
 SC0309  MODELED GRAV-     980,755.1   (mgal)                       NAVD 88
 SC0309
 SC0309  VERT ORDER  -  FIRST     CLASS II
 SC0309
 SC0309.The horizontal coordinates were scaled from a topographic map and have
 SC0309.an estimated accuracy of +/- 6 seconds.
 SC0309
 SC0309.The orthometric height was determined by differential leveling
 SC0309.and adjusted by the National Geodetic Survey in June 1991..
 SC0309
 SC0309.The geoid height was determined by GEOID03.
 SC0309
 SC0309.The dynamic height is computed by dividing the NAVD 88
 SC0309.geopotential number by the normal gravity value computed on the
 SC0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0309.degrees latitude (g = 980.6199 gals.).
 SC0309
 SC0309.The modeled gravity was interpolated from observed gravity values.
 SC0309
 SC0309;                    North         East    Units  Estimated Accuracy
 SC0309;SPC WA S     -    96,410.      288,900.      MT  (+/- 180 meters Scaled)
 SC0309
 SC0309                          SUPERSEDED SURVEY CONTROL
 SC0309
 SC0309  NGVD 29 (??/??/92)    1.03   (m)            3.4    (f) COMPUTED    1 2
 SC0309
 SC0309.Superseded values are not recommended for survey control.
 SC0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0309.See file dsdata.txt to determine how the superseded data were derived.
 SC0309
 SC0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS819127(NAD 83)
 SC0309_MARKER: DB = BENCH MARK DISK
 SC0309_SETTING: 80 = SET IN A BOULDER
 SC0309_SP_SET: BOULDER
 SC0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0309+STABILITY: SURFACE MOTION
 SC0309
 SC0309  HISTORY     - Date     Condition        Report By
 SC0309  HISTORY     - UNK      MONUMENTED       CGS
 SC0309  HISTORY     - 1950     GOOD             NGS
 SC0309
 SC0309                          STATION DESCRIPTION
 SC0309
 SC0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SC0309'7.5 MI SE FROM CATHLAMET.
 SC0309'A STANDARD BENCH MARK DISK, STAMPED NO 1 1937, SET IN A DRILL HOLE ON
 SC0309'TOP OF A BOULDER ON THE BEACH AT THE REAR OF EAGLE CLIFF CANNERY (NOW
 SC0309'ABANDONED AND IN RUINS).  THE MARK IS ON THE LOW WATER LINE, 30 FEET
 SC0309'WEST OF A ROCK CRIB WHICH FORMED A SUPPORT FOR WALKWAY FROM CANNERY TO
 SC0309'BUNK HOUSE, AND 40 FEET NORTHEAST OF NORTHWEST CORNER OF CANNERY DOCK,
 SC0309'AND 30 FEET SOUTH OF AN ABANDONED RED BUNK HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0343 ***********************************************************************
 SC0343  DESIGNATION -  BM 1
 SC0343  PID         -  SC0343
 SC0343  STATE/COUNTY-  WA/WAHKIAKUM
 SC0343  USGS QUAD   -  SKAMOKAWA (1985)
 SC0343
 SC0343                         *CURRENT SURVEY CONTROL
 SC0343  ___________________________________________________________________
 SC0343* NAD 83(1986)-  46 16 12.     (N)    123 27 11.     (W)     SCALED    
 SC0343* NAVD 88     -         2.958  (meters)       9.70   (feet)  ADJUSTED  
 SC0343  ___________________________________________________________________
 SC0343  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 SC0343  DYNAMIC HT  -           2.959 (meters)       9.71  (feet)  COMP
 SC0343  MODELED GRAV-     980,739.1   (mgal)                       NAVD 88
 SC0343
 SC0343  VERT ORDER  -  FIRST     CLASS II
 SC0343
 SC0343.The horizontal coordinates were scaled from a topographic map and have
 SC0343.an estimated accuracy of +/- 6 seconds.
 SC0343
 SC0343.The orthometric height was determined by differential leveling
 SC0343.and adjusted by the National Geodetic Survey in June 1991..
 SC0343
 SC0343.The geoid height was determined by GEOID03.
 SC0343
 SC0343.The dynamic height is computed by dividing the NAVD 88
 SC0343.geopotential number by the normal gravity value computed on the
 SC0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0343.degrees latitude (g = 980.6199 gals.).
 SC0343
 SC0343.The modeled gravity was interpolated from observed gravity values.
 SC0343
 SC0343;                    North         East    Units  Estimated Accuracy
 SC0343;SPC WA S     -   108,370.      272,430.      MT  (+/- 180 meters Scaled)
 SC0343
 SC0343                          SUPERSEDED SURVEY CONTROL
 SC0343
 SC0343  NGVD 29 (??/??/92)    2.017  (m)            6.62   (f) ADJ UNCH    1 2
 SC0343
 SC0343.Superseded values are not recommended for survey control.
 SC0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0343.See file dsdata.txt to determine how the superseded data were derived.
 SC0343
 SC0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS650241(NAD 83)
 SC0343_MARKER: DB = BENCH MARK DISK
 SC0343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC0343_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SC0343_STAMPING: NO 1 1936
 SC0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0343
 SC0343  HISTORY     - Date     Condition        Report By
 SC0343  HISTORY     - 1936     MONUMENTED       CGS
 SC0343  HISTORY     - 1950     GOOD             NGS
 SC0343
 SC0343                          STATION DESCRIPTION
 SC0343
 SC0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SC0343'IN SKAMOKAWA.
 SC0343'DISK IS SET IN TOP OF A 3-INCH SOIL PIPE PROJECTING 3 INCHES ABOVE
 SC0343'GROUND.  LOCATED BETWEEN BROOKS AND STEAMBOAT SLOUGHS ABOUT 885.8 FEET
 SC0343'SOUTH OF SKAMOKAWA NEW POST OFFICE AND U.S. HIGHWAY 830, 10 FEET NORTH
 SC0343'OF THE NORTHEAST CORNER OF AN OLD GARAGE, 21 1/2 FEET WEST OF THE
 SC0343'CENTERLINE OF A GRAVEL ROAD AND 126.5 FEET SOUTHWEST AND ACROSS THE
 SC0343'ROAD FROM THE SOUTHWEST CORNER OF A CHURCH AND ABOUT 3 1/2 FEET BELOW
 SC0343'THE LEVEL OF THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0202 ***********************************************************************
 SD0202  DESIGNATION -  BM 1
 SD0202  PID         -  SD0202
 SD0202  STATE/COUNTY-  WA/JEFFERSON
 SD0202  USGS QUAD   -  ANDERSON CREEK (1982)
 SD0202
 SD0202                         *CURRENT SURVEY CONTROL
 SD0202  ___________________________________________________________________
 SD0202* NAD 83(1986)-  47 48 59.     (N)    124 15 45.     (W)     SCALED    
 SD0202* NAVD 88     -       127.865  (meters)     419.50   (feet)  ADJUSTED  
 SD0202  ___________________________________________________________________
 SD0202  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SD0202  DYNAMIC HT  -         127.887 (meters)     419.58  (feet)  COMP
 SD0202  MODELED GRAV-     980,780.1   (mgal)                       NAVD 88
 SD0202
 SD0202  VERT ORDER  -  FIRST     CLASS I
 SD0202
 SD0202.The horizontal coordinates were scaled from a topographic map and have
 SD0202.an estimated accuracy of +/- 6 seconds.
 SD0202
 SD0202.The orthometric height was determined by differential leveling
 SD0202.and adjusted by the National Geodetic Survey in June 1991..
 SD0202
 SD0202.The geoid height was determined by GEOID03.
 SD0202
 SD0202.The dynamic height is computed by dividing the NAVD 88
 SD0202.geopotential number by the normal gravity value computed on the
 SD0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0202.degrees latitude (g = 980.6199 gals.).
 SD0202
 SD0202.The modeled gravity was interpolated from observed gravity values.
 SD0202
 SD0202;                    North         East    Units  Estimated Accuracy
 SD0202;SPC WA N     -    96,490.      243,290.      MT  (+/- 180 meters Scaled)
 SD0202
 SD0202                          SUPERSEDED SURVEY CONTROL
 SD0202
 SD0202  NGVD 29 (??/??/92)  126.782  (m)          415.95   (f) ADJ UNCH    1 1
 SD0202
 SD0202.Superseded values are not recommended for survey control.
 SD0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0202.See file dsdata.txt to determine how the superseded data were derived.
 SD0202
 SD0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT054966(NAD 83)
 SD0202_MARKER: Z = SEE DESCRIPTION
 SD0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0202_STAMPING: BM 1
 SD0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0202+STABILITY: SURFACE MOTION
 SD0202
 SD0202  HISTORY     - Date     Condition        Report By
 SD0202  HISTORY     - UNK      MONUMENTED       CGS
 SD0202  HISTORY     - 1974     GOOD             NGS
 SD0202
 SD0202                          STATION DESCRIPTION
 SD0202
 SD0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0202'14.25 MI SE FROM FORKS.
 SD0202'ABOUT 14.25 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SD0202'THE JUNCTION OF DIVISION STREET AT FORKS, 0.35 MILE NORTHWEST OF
 SD0202'HIGHWAY MILEPOST 177, AT THE JUNCTION OF AN ASPHALT ROAD LEADING SOUTH
 SD0202'TO OIL CITY, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 47
 SD0202'FEET WEST OF THE CENTER OF THE JUNCTION, 102.5 FEET NORTH OF THE
 SD0202'NORTHWEST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT UNDER THE
 SD0202'ROAD, 122 1/2 FEET SOUTH-SOUTHEAST OF POWER LINE POLE WITH TWO GUY
 SD0202'WIRES, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, AND IS A 1-INCH BRASS
 SD0202'PLUG IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE LEVEL OF
 SD0202'THE GROUND.  SECTION 33, T 27N, R 12W.  NOTE-- THIS IS A 4-FOOT DEEP
 SD0202'CONCRETE POST.  IT WAS STAMPED BY THIS PARTY IN SEPTEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0701 ***********************************************************************
 TR0701  DESIGNATION -  BM 1
 TR0701  PID         -  TR0701
 TR0701  STATE/COUNTY-  WA/SAN JUAN
 TR0701  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0701
 TR0701                         *CURRENT SURVEY CONTROL
 TR0701  ___________________________________________________________________
 TR0701* NAD 83(1986)-  48 32 43.     (N)    123 00 42.     (W)     SCALED    
 TR0701* LOCAL TIDAL -         2.316  (meters)       7.60   (feet)  ADJ UNCH  
 TR0701  ___________________________________________________________________
 TR0701  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TR0701
 TR0701  VERT ORDER  -  THIRD
 TR0701
 TR0701.The horizontal coordinates were scaled from a topographic map and have
 TR0701.an estimated accuracy of +/- 6 seconds.
 TR0701
 TR0701.The orthometric height was key entered from printed documents
 TR0701.and not key verified.
 TR0701
 TR0701.The geoid height was determined by GEOID03.
 TR0701
 TR0701;                    North         East    Units  Estimated Accuracy
 TR0701;SPC WA N     -   174,090.      339,190.      MT  (+/- 180 meters Scaled)
 TR0701
 TR0701                          SUPERSEDED SURVEY CONTROL
 TR0701
 TR0701.No superseded survey control is available for this station.
 TR0701
 TR0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU991769(NAD 83)
 TR0701_MARKER: DJ = TIDAL STATION DISK
 TR0701_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0701_SP_SET: ABUTMENT
 TR0701_STAMPING: 1 1932
 TR0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0701
 TR0701  HISTORY     - Date     Condition        Report By
 TR0701  HISTORY     - 1932     MONUMENTED       CGS
 TR0701  HISTORY     - 1950     GOOD             NGS
 TR0701  HISTORY     - 20011210 MARK NOT FOUND   NGS
 TR0701
 TR0701                          STATION DESCRIPTION
 TR0701
 TR0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 TR0701'1.6 MI N FROM FRIDAY HARBOR.
 TR0701'ABOUT 0.6 MILE NORTHWEST ALONG THE ROCHE HARBOR ROAD FROM THE
 TR0701'COURTHOUSE AT FRIDAY HARBOR, THENCE ABOUT 0.7 MILE NORTH AND EAST
 TR0701'ALONG THE ROAD LEADING TO THE UNIVERSITY OF WASHINGTON OCEANOGRAPHIC
 TR0701'LABORATORIES TO THE DINING HALL, THENCE ABOUT 0.3 MILE THROUGH
 TR0701'LABORATORY GROUNDS TO CANTILEVER PIER, CEMENTED IN A DRILL HOLE IN THE
 TR0701'TOP OF THE CONCRETE ABUTMENT OF CANTILEVER PIER, ABOUT 2 INCHES SOUTH
 TR0701'OF THE UPRIGHT POST.
 TR0701
 TR0701                          STATION RECOVERY (2001)
 TR0701
 TR0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0701'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0331 ***********************************************************************
 TR0331  DESIGNATION -  BM 1
 TR0331  PID         -  TR0331
 TR0331  STATE/COUNTY-  WA/ISLAND
 TR0331  USGS QUAD   -  OAK HARBOR (1973)
 TR0331
 TR0331                         *CURRENT SURVEY CONTROL
 TR0331  ___________________________________________________________________
 TR0331* NAD 83(1986)-  48 17 20.     (N)    122 38 09.     (W)     SCALED    
 TR0331* NAVD 88     -         9.742  (meters)      31.96   (feet)  ADJUSTED  
 TR0331  ___________________________________________________________________
 TR0331  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 TR0331  DYNAMIC HT  -           9.744 (meters)      31.97  (feet)  COMP
 TR0331  MODELED GRAV-     980,840.2   (mgal)                       NAVD 88
 TR0331
 TR0331  VERT ORDER  -  FIRST     CLASS II
 TR0331
 TR0331.The horizontal coordinates were scaled from a topographic map and have
 TR0331.an estimated accuracy of +/- 6 seconds.
 TR0331
 TR0331.The orthometric height was determined by differential leveling
 TR0331.and adjusted by the National Geodetic Survey in June 1991..
 TR0331
 TR0331.The geoid height was determined by GEOID03.
 TR0331
 TR0331.The dynamic height is computed by dividing the NAVD 88
 TR0331.geopotential number by the normal gravity value computed on the
 TR0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0331.degrees latitude (g = 980.6199 gals.).
 TR0331
 TR0331.The modeled gravity was interpolated from observed gravity values.
 TR0331
 TR0331;                    North         East    Units  Estimated Accuracy
 TR0331;SPC WA N     -   144,870.      366,260.      MT  (+/- 180 meters Scaled)
 TR0331
 TR0331                          SUPERSEDED SURVEY CONTROL
 TR0331
 TR0331  NGVD 29 (??/??/92)    8.598  (m)           28.21   (f) ADJ UNCH    1 2
 TR0331
 TR0331.Superseded values are not recommended for survey control.
 TR0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0331.See file dsdata.txt to determine how the superseded data were derived.
 TR0331
 TR0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU270484(NAD 83)
 TR0331_MARKER: B = BOLT
 TR0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0331_STAMPING: 1
 TR0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0331+STABILITY: SURFACE MOTION
 TR0331
 TR0331  HISTORY     - Date     Condition        Report By
 TR0331  HISTORY     - UNK      MONUMENTED       DOD
 TR0331  HISTORY     - 1952     GOOD             NGS
 TR0331  HISTORY     - 20010331 GOOD             NGS
 TR0331  HISTORY     - 20030426 GOOD             USPSQD
 TR0331
 TR0331                          STATION DESCRIPTION
 TR0331
 TR0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0331'IN OAK HARBOR.
 TR0331'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0331'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE, 143.9
 TR0331'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SENTRY BOOTH, 41 FEET
 TR0331'SOUTH OF THE CENTER OF THE T JUNCTION OF AN ASPHALT ROAD LEADING
 TR0331'NORTH, 19 1/2 FEET EAST OF A POWER LINE POLE WITH A GUY WIRE, ABOUT 23
 TR0331'FEET NORTH OF AND ABOUT 12 FEET HIGHER THAN THE HIGH WATER LINE OF OAK
 TR0331'HARBOR BAY, ABOUT LEVEL WITH THE ROAD, FLUSH WITH THE GROUND, AND SET
 TR0331'IN THE TOP OF A CONCRETE POST.
 TR0331
 TR0331                          STATION RECOVERY (2001)
 TR0331
 TR0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0331'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 TR0331
 TR0331                          STATION RECOVERY (2003)
 TR0331
 TR0331'RECOVERY NOTE BY US POWER SQUADRON 2003 (DF)
 TR0331'MARK WAS FOUND INSIDE A GREEN PLASTIC PIPE APROX. 8 INCHES IN
 TR0331'DIAMETER.  THE MARK IS LOCATED APROX. 12 INCHES BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0712 ***********************************************************************
 TR0712  DESIGNATION -  BM 1 1
 TR0712  PID         -  TR0712
 TR0712  STATE/COUNTY-  WA/SAN JUAN
 TR0712  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0712
 TR0712                         *CURRENT SURVEY CONTROL
 TR0712  ___________________________________________________________________
 TR0712* NAD 83(1986)-  48 32 08.     (N)    123 01 07.     (W)     SCALED    
 TR0712* LOCAL TIDAL -        24.751  (meters)      81.20   (feet)  ADJ UNCH  
 TR0712  ___________________________________________________________________
 TR0712  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 TR0712
 TR0712  VERT ORDER  -  THIRD
 TR0712
 TR0712.The horizontal coordinates were scaled from a topographic map and have
 TR0712.an estimated accuracy of +/- 6 seconds.
 TR0712
 TR0712.The orthometric height was key entered from printed documents
 TR0712.and not key verified.
 TR0712
 TR0712.The geoid height was determined by GEOID03.
 TR0712
 TR0712;                    North         East    Units  Estimated Accuracy
 TR0712;SPC WA N     -   173,020.      338,650.      MT  (+/- 180 meters Scaled)
 TR0712
 TR0712                          SUPERSEDED SURVEY CONTROL
 TR0712
 TR0712.No superseded survey control is available for this station.
 TR0712
 TR0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU986758(NAD 83)
 TR0712_MARKER: Q = CHISELED SQUARE
 TR0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0712_SP_SET: BUILDING
 TR0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0712
 TR0712  HISTORY     - Date     Condition        Report By
 TR0712  HISTORY     - UNK      MONUMENTED       LOCENG
 TR0712  HISTORY     - 1950     GOOD             NGS
 TR0712  HISTORY     - 20011210 MARK NOT FOUND   NGS
 TR0712  HISTORY     - 20050712 MARK NOT FOUND   USPSQD
 TR0712
 TR0712                          STATION DESCRIPTION
 TR0712
 TR0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 TR0712'IN FRIDAY HARBOR.
 TR0712'AT FRIDAY HARBOR, AT THE SAN JUAN COUNTY COURTHOUSE, AT THE CORNER OF
 TR0712'COURT AND SECOND STS. IN THE FIRST STEP IN THE SOUTHEAST ENTRANCE
 TR0712'SIDEWALK TO THE SOUTHEAST COURTHOUSE DOOR, 3.4 FEET NORTH WEST OF THE
 TR0712'CENTER OF THE NORTHWEST SIDEWALK ON COURT ST., 0.5 FT. SOUTHWEST OF
 TR0712'THE NORTHEAST PILLAR AT THE ENTRANCE, AND 2.2 FEET NORTHEAST OF THE
 TR0712'CENTER OF THE ENTRANCE SIDEWALK, A SQUARE CHISELED IN THE CONCRETE AND
 TR0712'BRICK STEP.
 TR0712
 TR0712                          STATION RECOVERY (2001)
 TR0712
 TR0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0712'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 TR0712
 TR0712                          STATION RECOVERY (2005)
 TR0712
 TR0712'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 TR0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1405 ***********************************************************************
 SW1405  DESIGNATION -  BM 14 A
 SW1405  PID         -  SW1405
 SW1405  STATE/COUNTY-  WA/GRANT
 SW1405  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW1405
 SW1405                         *CURRENT SURVEY CONTROL
 SW1405  ___________________________________________________________________
 SW1405* NAD 83(1991)-  47 57 19.23635(N)    118 59 12.79352(W)     ADJUSTED  
 SW1405* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SW1405  ___________________________________________________________________
 SW1405  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 SW1405  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SW1405
 SW1405  HORZ ORDER  -  THIRD
 SW1405
 SW1405.The horizontal coordinates were established by classical geodetic methods
 SW1405.and adjusted by the National Geodetic Survey in December 1991..
 SW1405
 SW1405.The orthometric height was scaled from a topographic map.
 SW1405
 SW1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1405
 SW1405.The geoid height was determined by GEOID03.
 SW1405
 SW1405;                    North         East     Units Scale Factor Converg.
 SW1405;SPC WA S     -   292,557.669   613,029.917   MT  1.00020219   +1 05 56.8
 SW1405;SPC WA S     -   959,832.95  2,011,248.99   sFT  1.00020219   +1 05 56.8
 SW1405;UTM  11      - 5,313,247.248   351,662.320   MT  0.99987038   -1 28 32.8
 SW1405
 SW1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1405!SPC WA S     -   1.00000273  x   1.00020219  =   1.00020492
 SW1405!UTM  11      -   1.00000273  x   0.99987038  =   0.99987311
 SW1405
 SW1405                          SUPERSEDED SURVEY CONTROL
 SW1405
 SW1405  NAD 83(1986)-  47 57 19.24703(N)    118 59 12.79085(W) AD(       ) 3
 SW1405  NAD 27      -  47 57 19.69900(N)    118 59 08.71400(W) AD(       ) 3
 SW1405
 SW1405.Superseded values are not recommended for survey control.
 SW1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1405.See file dsdata.txt to determine how the superseded data were derived.
 SW1405
 SW1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP5166213247(NAD 83)
 SW1405
 SW1405  HISTORY     - Date     Condition        Report By
 SW1405  HISTORY     - 1933     MONUMENTED       USGS
 SW1405
 SW1405                          STATION DESCRIPTION
 SW1405
 SW1405'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (CMB)
 SW1405'BENCH MARK IS 29.775 FEET N OF AXIS OF GRAND COULEE DAM, MEASURED
 SW1405'PERPENDICULAR TO AXIS AT AXIS STATIONING 9 + 60.000 (ORIGIN OF DAM
 SW1405'AXIS STATIONING).
 SW1405'
 SW1405'MARK IS STAMPED TT 14A 1929.  TO BE REMOVED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0342 ***********************************************************************
 SC0342  DESIGNATION -  BM 2
 SC0342  PID         -  SC0342
 SC0342  STATE/COUNTY-  WA/WAHKIAKUM
 SC0342  USGS QUAD   -  SKAMOKAWA (1985)
 SC0342
 SC0342                         *CURRENT SURVEY CONTROL
 SC0342  ___________________________________________________________________
 SC0342* NAD 83(1986)-  46 16 04.     (N)    123 27 17.     (W)     SCALED    
 SC0342* NAVD 88     -         2.700  (meters)       8.86   (feet)  ADJUSTED  
 SC0342  ___________________________________________________________________
 SC0342  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SC0342  DYNAMIC HT  -           2.700 (meters)       8.86  (feet)  COMP
 SC0342  MODELED GRAV-     980,739.1   (mgal)                       NAVD 88
 SC0342
 SC0342  VERT ORDER  -  FIRST     CLASS II
 SC0342
 SC0342.The horizontal coordinates were scaled from a topographic map and have
 SC0342.an estimated accuracy of +/- 6 seconds.
 SC0342
 SC0342.The orthometric height was determined by differential leveling
 SC0342.and adjusted by the National Geodetic Survey in June 1991..
 SC0342
 SC0342.The geoid height was determined by GEOID03.
 SC0342
 SC0342.The dynamic height is computed by dividing the NAVD 88
 SC0342.geopotential number by the normal gravity value computed on the
 SC0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0342.degrees latitude (g = 980.6199 gals.).
 SC0342
 SC0342.The modeled gravity was interpolated from observed gravity values.
 SC0342
 SC0342;                    North         East    Units  Estimated Accuracy
 SC0342;SPC WA S     -   108,130.      272,290.      MT  (+/- 180 meters Scaled)
 SC0342
 SC0342                          SUPERSEDED SURVEY CONTROL
 SC0342
 SC0342  NGVD 29 (??/??/92)    1.758  (m)            5.77   (f) ADJ UNCH    1 2
 SC0342
 SC0342.Superseded values are not recommended for survey control.
 SC0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0342.See file dsdata.txt to determine how the superseded data were derived.
 SC0342
 SC0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS649239(NAD 83)
 SC0342_MARKER: DB = BENCH MARK DISK
 SC0342_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC0342_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SC0342_STAMPING: NO 2 1936
 SC0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0342
 SC0342  HISTORY     - Date     Condition        Report By
 SC0342  HISTORY     - 1936     MONUMENTED       CGS
 SC0342  HISTORY     - 1950     GOOD             NGS
 SC0342
 SC0342                          STATION DESCRIPTION
 SC0342
 SC0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SC0342'IN SKAMOKAWA.
 SC0342'THE MARK IS ABOUT 492.1 FEET SOUTH OF THE SKAMOKAWA NEW POST OFFICE
 SC0342'BUILDING AND U.S. HIGHWAY 830, 262.5 FEET SOUTH OF THE CENTER OF THE
 SC0342'BRIDGE OVER BROOKS SLOUGH, IN THE SOUTHWEST CORNER OF A T-ROAD
 SC0342'INTERSECTION, 22 FEET SOUTH OF THE CENTER OF T-ROAD, 20.7 FEET NORTH
 SC0342'OF THE NORTHEAST CORNER OF AN OLD HOUSE ON THE WEST SIDE OF A GRAVEL
 SC0342'ROAD LEADING TO AN OLD DOCK, 149.3 FEET NORTHWEST OF THE SOUTHWEST
 SC0342'CORNER OF A CHURCH AND ABOUT 3 1/2 FEET BELOW THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0770 ***********************************************************************
 SX0770  DESIGNATION -  BM 2
 SX0770  PID         -  SX0770
 SX0770  STATE/COUNTY-  WA/KING
 SX0770  USGS QUAD   -  EAGLE GORGE (1993)
 SX0770
 SX0770                         *CURRENT SURVEY CONTROL
 SX0770  ___________________________________________________________________
 SX0770* NAD 83(1986)-  47 17 12.     (N)    121 48 05.     (W)     SCALED    
 SX0770* NAVD 88     -       307.144  (meters)    1007.69   (feet)  ADJUSTED  
 SX0770  ___________________________________________________________________
 SX0770  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 SX0770  DYNAMIC HT  -         307.164 (meters)    1007.75  (feet)  COMP
 SX0770  MODELED GRAV-     980,673.2   (mgal)                       NAVD 88
 SX0770
 SX0770  VERT ORDER  -  FIRST     CLASS II
 SX0770
 SX0770.The horizontal coordinates were scaled from a topographic map and have
 SX0770.an estimated accuracy of +/- 6 seconds.
 SX0770
 SX0770.The orthometric height was determined by differential leveling
 SX0770.and adjusted by the National Geodetic Survey in June 1991..
 SX0770
 SX0770.The geoid height was determined by GEOID03.
 SX0770
 SX0770.The dynamic height is computed by dividing the NAVD 88
 SX0770.geopotential number by the normal gravity value computed on the
 SX0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0770.degrees latitude (g = 980.6199 gals.).
 SX0770
 SX0770.The modeled gravity was interpolated from observed gravity values.
 SX0770
 SX0770;                    North         East    Units  Estimated Accuracy
 SX0770;SPC WA N     -    32,330.      426,770.      MT  (+/- 180 meters Scaled)
 SX0770
 SX0770                          SUPERSEDED SURVEY CONTROL
 SX0770
 SX0770  NGVD 29 (??/??/92)  306.034  (m)         1004.05   (f) ADJ UNCH    1 2
 SX0770
 SX0770.Superseded values are not recommended for survey control.
 SX0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0770.See file dsdata.txt to determine how the superseded data were derived.
 SX0770
 SX0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET906377(NAD 83)
 SX0770_MARKER: N = NAIL
 SX0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0770_SP_SET: CULVERT
 SX0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0770
 SX0770  HISTORY     - Date     Condition        Report By
 SX0770  HISTORY     - UNK      MONUMENTED       USGS
 SX0770  HISTORY     - 1973     GOOD             NGS
 SX0770  HISTORY     - 1987     GOOD             USPSQD
 SX0770
 SX0770                          STATION DESCRIPTION
 SX0770
 SX0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SX0770'2.3 MI NW FROM EAGLE GORGE.
 SX0770'2.3 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0770'STATION AT EAGLE GORGE, KING COUNTY, 6-1/2 RAILS EAST OF MILEPOST 77,
 SX0770'AT A CULVERT UNDER THE TRACK, IN THE TOP OF THE NORTH HEADWALL, 7.9
 SX0770'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 2 FEET EAST OF THE
 SX0770'WEST END OF THE HEADWALL, NEAR THE CHISELED LETTERS BM 2, AND LEVEL
 SX0770'WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 SX0770'NAIL AND WASHER.
 SX0770
 SX0770                          STATION RECOVERY (1987)
 SX0770
 SX0770'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SX0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0702 ***********************************************************************
 TR0702  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0702  DESIGNATION -  BM 2
 TR0702  PID         -  TR0702
 TR0702  STATE/COUNTY-  WA/SAN JUAN
 TR0702  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0702
 TR0702                         *CURRENT SURVEY CONTROL
 TR0702  ___________________________________________________________________
 TR0702* NAD 83(1986)-  48 32 45.     (N)    123 00 42.     (W)     SCALED    
 TR0702* LOCAL TIDAL -         4.328  (meters)      14.20   (feet)  ADJ UNCH  
 TR0702  ___________________________________________________________________
 TR0702  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TR0702
 TR0702  VERT ORDER  -  THIRD
 TR0702
 TR0702.The horizontal coordinates were scaled from a topographic map and have
 TR0702.an estimated accuracy of +/- 6 seconds.
 TR0702
 TR0702.The orthometric height was key entered from printed documents
 TR0702.and not key verified.
 TR0702
 TR0702.This Tidal Bench Mark is designated as VM 1151
 TR0702.by the Center for Operational Oceanographic Products and Services.
 TR0702
 TR0702.The geoid height was determined by GEOID03.
 TR0702
 TR0702;                    North         East    Units  Estimated Accuracy
 TR0702;SPC WA N     -   174,150.      339,190.      MT  (+/- 180 meters Scaled)
 TR0702
 TR0702                          SUPERSEDED SURVEY CONTROL
 TR0702
 TR0702.No superseded survey control is available for this station.
 TR0702
 TR0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU991769(NAD 83)
 TR0702_MARKER: DJ = TIDAL STATION DISK
 TR0702_SETTING: 66 = SET IN ROCK OUTCROP
 TR0702_SP_SET: ROCK OUTCROP
 TR0702_STAMPING: NO 2 1932
 TR0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0702+STABILITY: POSITION/ELEVATION WELL
 TR0702
 TR0702  HISTORY     - Date     Condition        Report By
 TR0702  HISTORY     - 1932     MONUMENTED       CGS
 TR0702  HISTORY     - 1950     GOOD             NGS
 TR0702  HISTORY     - 20011210 MARK NOT FOUND   NGS
 TR0702
 TR0702                          STATION DESCRIPTION
 TR0702
 TR0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 TR0702'1.6 MI N FROM FRIDAY HARBOR.
 TR0702'ABOUT 0.6 MILE NORTHWEST ALONG THE ROCHE HARBOR ROAD FROM THE
 TR0702'COURTHOUSE AT FRIDAY HARBOR, THENCE 0.7 MILE NORTH AND EAST ALONG THE
 TR0702'ROAD LEADING TO THE UNIVERSITY OF WASHINGTON OCEANOGRAPHIC
 TR0702'LABORATORIES TO THE DINING HALL, THENCE ABOUT 0.3 MILE THROUGH
 TR0702'LABORATORY GROUNDS TO CANTILEVER PIER, 9 FEET SOUTH OF THE SHORE END
 TR0702'OF THE PIER, 21 FEET NORTHWEST OF THE HIGH WATER LINE, AND CEMENTED IN
 TR0702'A DRILL HOLE IN A ROCK OUTCROP.
 TR0702
 TR0702                          STATION RECOVERY (2001)
 TR0702
 TR0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0702'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0703 ***********************************************************************
 TR0703  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0703  DESIGNATION -  BM 3
 TR0703  PID         -  TR0703
 TR0703  STATE/COUNTY-  WA/SAN JUAN
 TR0703  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0703
 TR0703                         *CURRENT SURVEY CONTROL
 TR0703  ___________________________________________________________________
 TR0703* NAD 83(1986)-  48 32 47.     (N)    123 00 29.     (W)     SCALED    
 TR0703* LOCAL TIDAL -         3.164  (meters)      10.38   (feet)  ADJ UNCH  
 TR0703  ___________________________________________________________________
 TR0703  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TR0703
 TR0703  VERT ORDER  -  THIRD
 TR0703
 TR0703.The horizontal coordinates were scaled from a topographic map and have
 TR0703.an estimated accuracy of +/- 6 seconds.
 TR0703
 TR0703.The orthometric height was key entered from printed documents
 TR0703.and not key verified.
 TR0703
 TR0703.This Tidal Bench Mark is designated as VM 1153
 TR0703.by the Center for Operational Oceanographic Products and Services.
 TR0703
 TR0703.The geoid height was determined by GEOID03.
 TR0703
 TR0703;                    North         East    Units  Estimated Accuracy
 TR0703;SPC WA N     -   174,200.      339,460.      MT  (+/- 180 meters Scaled)
 TR0703
 TR0703                          SUPERSEDED SURVEY CONTROL
 TR0703
 TR0703.No superseded survey control is available for this station.
 TR0703
 TR0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU994770(NAD 83)
 TR0703_MARKER: DJ = TIDAL STATION DISK
 TR0703_SETTING: 66 = SET IN ROCK OUTCROP
 TR0703_SP_SET: ROCK OUTCROP
 TR0703_STAMPING: NO 3 1932
 TR0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0703+STABILITY: POSITION/ELEVATION WELL
 TR0703
 TR0703  HISTORY     - Date     Condition        Report By
 TR0703  HISTORY     - 1932     MONUMENTED       CGS
 TR0703  HISTORY     - 1950     GOOD             NGS
 TR0703  HISTORY     - 1987     GOOD             USPSQD
 TR0703  HISTORY     - 20011210 MARK NOT FOUND   NGS
 TR0703
 TR0703                          STATION DESCRIPTION
 TR0703
 TR0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 TR0703'1.5 MI N FROM FRIDAY HARBOR.
 TR0703'ABOUT 0.6 MILE NORTHWEST ALONG THE ROCHE HARBOR ROAD FROM THE
 TR0703'COURTHOUSE AT FRIDAY HARBOR, THENCE ABOUT 0.7 MILE NORTH AND EAST
 TR0703'ALONG THE ROAD LEADING TO THE UNIVERSITY OF WASHINGTON OCEANOGRAPHIC
 TR0703'LABORATORIES TO THE DINING HALL, THENCE ABOUT 0.2 MILE THROUGH
 TR0703'LABORATORY GROUNDS, ABOUT 120 YARDS WEST OF CANTILEVER PIER, ABOUT 80
 TR0703'YARDS EAST OF THE PHYSICS LABORATORY (BUILDING NO. 6), ON A SMALL
 TR0703'ROCKY POINT, 18 FEET BACK FROM THE HIGH WATER LINE, 40 FEET SOUTH OF A
 TR0703'TRAIL, AND CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 TR0703
 TR0703                          STATION RECOVERY (1987)
 TR0703
 TR0703'RECOVERY NOTE BY US POWER SQUADRON 1987 (DWB)
 TR0703'RECOVERED IN GOOD CONDITION.
 TR0703
 TR0703                          STATION RECOVERY (2001)
 TR0703
 TR0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0703'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AE1858 ***********************************************************************
 AE1858  FBN         -  This is a Federal Base Network Control Station.
 AE1858  DESIGNATION -  BM 31530 39
 AE1858  PID         -  AE1858
 AE1858  STATE/COUNTY-  WA/SNOHOMISH
 AE1858  USGS QUAD   -  FORTSON (1982)
 AE1858
 AE1858                         *CURRENT SURVEY CONTROL
 AE1858  ___________________________________________________________________
 AE1858* NAD 83(1998)-  48 16 23.39819(N)    121 39 34.13667(W)     ADJUSTED  
 AE1858* NAVD 88     -       162.9    (meters)     534.     (feet)  GPS OBS   
 AE1858  ___________________________________________________________________
 AE1858  X           -  -2,232,372.263 (meters)                     COMP
 AE1858  Y           -  -3,620,242.553 (meters)                     COMP
 AE1858  Z           -   4,737,253.187 (meters)                     COMP
 AE1858  LAPLACE CORR-           7.05  (seconds)                    DEFLEC99
 AE1858  ELLIP HEIGHT-         142.65  (meters)          (03/21/00) GPS OBS
 AE1858  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 AE1858
 AE1858  HORZ ORDER  -  A
 AE1858  ELLP ORDER  -  THIRD     CLASS II
 AE1858
 AE1858.The horizontal coordinates were established by GPS observations
 AE1858.and adjusted by the National Geodetic Survey in March 2000..
 AE1858.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AE1858.DATUM ITEM on the data sheet items page.
 AE1858
 AE1858.The orthometric height was determined by GPS observations and a
 AE1858.high-resolution geoid model.
 AE1858
 AE1858.Photographs are available for this station.
 AE1858
 AE1858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1858
 AE1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1858
 AE1858.The ellipsoidal height was determined by GPS observations
 AE1858.and is referenced to NAD 83.
 AE1858
 AE1858.The geoid height was determined by GEOID03.
 AE1858
 AE1858;                    North         East     Units Scale Factor Converg.
 AE1858;SPC WA N     -   141,883.564   438,678.997   MT  0.99994592   -0 36 54.3
 AE1858;SPC WA N     -   465,496.33  1,439,232.68   sFT  0.99994592   -0 36 54.3
 AE1858;UTM  10      - 5,347,530.721   599,466.527   MT  0.99972156   +1 00 02.0
 AE1858
 AE1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1858!SPC WA N     -   0.99997764  x   0.99994592  =   0.99992356
 AE1858!UTM  10      -   0.99997764  x   0.99972156  =   0.99969921
 AE1858
 AE1858                          SUPERSEDED SURVEY CONTROL
 AE1858
 AE1858  ELLIP H (11/01/99)  142.81   (m)                       GP(       ) 4 1
 AE1858  NAD 83(1991)-  48 16 23.39758(N)    121 39 34.13785(W) AD(       ) A
 AE1858  ELLIP H (07/24/97)  142.65   (m)                       GP(       ) 1 1
 AE1858
 AE1858.Superseded values are not recommended for survey control.
 AE1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1858.See file dsdata.txt to determine how the superseded data were derived.
 AE1858
 AE1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU9946747531(NAD 83)
 AE1858_MARKER: DD = SURVEY DISK
 AE1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1858_STAMPING: BM31530-39 1994
 AE1858_MARK LOGO: WADT  
 AE1858_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1858+STABILITY: SURFACE MOTION
 AE1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1858+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998
 AE1858
 AE1858  HISTORY     - Date     Condition        Report By
 AE1858  HISTORY     - 1994     MONUMENTED       WADT
 AE1858  HISTORY     - 19980323 GOOD             WA-061
 AE1858
 AE1858                          STATION DESCRIPTION
 AE1858
 AE1858'DESCRIBED BY WA DEPT OF TRANSP 1994
 AE1858'DESCRIBED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (1994) .
 AE1858'THE STATION IS LOCATED APPROXIMATELY 21 MI (33.8 KM) EAST OF
 AE1858'ARLINGTON, 16 MI (25.7 KM) SOUTH OF ROCKPORT, AND 3 MI (4.8 KM) WEST
 AE1858'OF DARRINGTON.  TO REACH THE STATION FROM THE US FOREST SERVICE RANGER
 AE1858'STATION IN DARRINGTON, GO SOUTH 0.40 MI (0.64 KM) ALONG STATE ROUTE
 AE1858'530 TO A 4-WAY STOP, TURN RIGHT AND GO NORTHWEST 3.21 MI (5.17 KM)
 AE1858'ALONG STATE ROUTE 530 TO THE STATION ON THE RIGHT.  THE STATION MARK
 AE1858'IS A WASHINGTON STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED
 AE1858'.  .  .  BM 31539-39 1994 .  .  .  SET IN THE TOP OF A ROUND CONCRETE
 AE1858'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 27.4 M (89.9
 AE1858'FT) NORTH OF THE CENTER LINE OF STATE ROUTE 530, 18.7 M (61.4 FT)
 AE1858'SOUTHWEST OF A CHAIN-LINK FENCE CORNER (DARRINGTON FAIR GROUNDS) ,
 AE1858'18.2 M (59.7 FT) NORTH-NORTHWEST OF A 30 CM IN DIAMETER METAL CULVERT,
 AE1858'5.5 M (18.0 FT) NORTH-NORTHEAST OF WOODEN POWER POLE NO.  564, AND 0.6
 AE1858'M (2.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST.
 AE1858
 AE1858                          STATION RECOVERY (1998)
 AE1858
 AE1858'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1998 (JM)
 AE1858'STATION IS 3.1 MILES (5.0 KM) WEST OF DARRINGTON WA NEAR MILE POST 46.
 AE1858'TO REACH FROM THE FOREST SERVICE RANGER STA IN DARRINGTON GO SOUTH
 AE1858'0.40 MI (0.64 KM) ALONG SR 530 TO A 4 WAY STOP, TURN RIGHT GO
 AE1858'NORTHWEST 3.1 MI (5.0 KM) ALONG SR-530 TO MARK ON RIGHT AT ENTRANCE TO
 AE1858'COUNTY FAIR GROUNDS.  IT IS A BRASS DISK IN CONCRETE.  MILE POST 46
 AE1858'SIGN BEARS 130 AZ, +- 56 M (183.7 FT) FROM POINT.  POWER POLE 564
 AE1858'BEARS 200 AZ, 5.5 M (18.0 FT) .  CENTERLINE SR 530 BEARS 160 AZ, 27.4
 AE1858'M (89.9 FT) .  30 CM DIAMETER METAL CULVERT BEARS 150 AZ, 18.2 M
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0704 ***********************************************************************
 TR0704  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0704  DESIGNATION -  BM 4
 TR0704  PID         -  TR0704
 TR0704  STATE/COUNTY-  WA/SAN JUAN
 TR0704  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0704
 TR0704                         *CURRENT SURVEY CONTROL
 TR0704  ___________________________________________________________________
 TR0704* NAD 83(1986)-  48 32 51.     (N)    123 00 27.     (W)     SCALED    
 TR0704* LOCAL TIDAL -         8.272  (meters)      27.14   (feet)  ADJ UNCH  
 TR0704  ___________________________________________________________________
 TR0704  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TR0704
 TR0704  VERT ORDER  -  THIRD
 TR0704
 TR0704.The horizontal coordinates were scaled from a topographic map and have
 TR0704.an estimated accuracy of +/- 6 seconds.
 TR0704
 TR0704.The orthometric height was key entered from printed documents
 TR0704.and not key verified.
 TR0704
 TR0704.This Tidal Bench Mark is designated as VM 1154
 TR0704.by the Center for Operational Oceanographic Products and Services.
 TR0704
 TR0704.The geoid height was determined by GEOID03.
 TR0704
 TR0704;                    North         East    Units  Estimated Accuracy
 TR0704;SPC WA N     -   174,330.      339,500.      MT  (+/- 180 meters Scaled)
 TR0704
 TR0704                          SUPERSEDED SURVEY CONTROL
 TR0704
 TR0704.No superseded survey control is available for this station.
 TR0704
 TR0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU994771(NAD 83)
 TR0704_MARKER: DJ = TIDAL STATION DISK
 TR0704_SETTING: 66 = SET IN ROCK OUTCROP
 TR0704_SP_SET: ROCK OUTCROP
 TR0704_STAMPING: NO 4 1932
 TR0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0704+STABILITY: POSITION/ELEVATION WELL
 TR0704
 TR0704  HISTORY     - Date     Condition        Report By
 TR0704  HISTORY     - 1932     MONUMENTED       CGS
 TR0704  HISTORY     - 1950     GOOD             NGS
 TR0704  HISTORY     - 19930824 GOOD             USPSQD
 TR0704  HISTORY     - 20011210 MARK NOT FOUND   NGS
 TR0704
 TR0704                          STATION DESCRIPTION
 TR0704
 TR0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 TR0704'1.4 MI N FROM FRIDAY HARBOR.
 TR0704'ABOUT 0.6 MILE NORTH ALONG THE ROCHE HARBOR ROAD FROM THE COURTHOUSE
 TR0704'AT FRIDAY HARBOR, THENCE ABOUT 0.7 MILE NORTH AND EAST ALONG THE ROAD
 TR0704'LEADING TO THE UNIVERSITY OF WASHINGTON OCEANOGRAPHIC LABORATORIES TO
 TR0704'THE DINING HALL, THENCE ABOUT 0.1 MILE THROUGH LABORATORY GROUNDS, 140
 TR0704'FEET WEST OF THE SOUTHWEST CORNER OF THE PHYSICS LABORATORY (BUILDING
 TR0704'NO. 6), 21 FEET SOUTH OF A LINE PROJECTED THROUGH THE SOUTH FACE OF
 TR0704'THE BUILDING, 58 FEET NORTH OF THE HIGH WATER LINE, ON A HIGH ROCKY
 TR0704'SHOULDER, AND CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 TR0704
 TR0704                          STATION RECOVERY (1993)
 TR0704
 TR0704'RECOVERY NOTE BY US POWER SQUADRON 1993
 TR0704'RECOVERED IN GOOD CONDITION.
 TR0704
 TR0704                          STATION RECOVERY (2001)
 TR0704
 TR0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0704'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0705 ***********************************************************************
 TR0705  DESIGNATION -  BM 5
 TR0705  PID         -  TR0705
 TR0705  STATE/COUNTY-  WA/SAN JUAN
 TR0705  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0705
 TR0705                         *CURRENT SURVEY CONTROL
 TR0705  ___________________________________________________________________
 TR0705* NAD 83(1986)-  48 32 51.     (N)    123 00 39.     (W)     SCALED    
 TR0705* LOCAL TIDAL -         7.681  (meters)      25.20   (feet)  ADJ UNCH  
 TR0705  ___________________________________________________________________
 TR0705  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 TR0705
 TR0705  VERT ORDER  -  THIRD
 TR0705
 TR0705.The horizontal coordinates were scaled from a topographic map and have
 TR0705.an estimated accuracy of +/- 6 seconds.
 TR0705
 TR0705.The orthometric height was key entered from printed documents
 TR0705.and not key verified.
 TR0705
 TR0705.The geoid height was determined by GEOID03.
 TR0705
 TR0705;                    North         East    Units  Estimated Accuracy
 TR0705;SPC WA N     -   174,330.      339,260.      MT  (+/- 180 meters Scaled)
 TR0705
 TR0705                          SUPERSEDED SURVEY CONTROL
 TR0705
 TR0705.No superseded survey control is available for this station.
 TR0705
 TR0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU992771(NAD 83)
 TR0705_MARKER: Z = SEE DESCRIPTION
 TR0705_SETTING: 66 = SET IN ROCK OUTCROP
 TR0705_SP_SET: ROCK OUTCROP
 TR0705_STAMPING: 5
 TR0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0705+STABILITY: POSITION/ELEVATION WELL
 TR0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0705+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 TR0705
 TR0705  HISTORY     - Date     Condition        Report By
 TR0705  HISTORY     - UNK      MONUMENTED       CGS
 TR0705  HISTORY     - 1950     GOOD             NGS
 TR0705  HISTORY     - 20011210 MARK NOT FOUND   NGS
 TR0705  HISTORY     - 20060401 GOOD             USPSQD
 TR0705
 TR0705                          STATION DESCRIPTION
 TR0705
 TR0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 TR0705'1.3 MI N FROM FRIDAY HARBOR.
 TR0705'ABOUT 0.6 MILE NORTHWEST ALONG THE ROCHE HARBOR ROAD FROM THE
 TR0705'COURTHOUSE AT FRIDAY HARBOR, THENCE ABOUT 0.7 MILE NORTH AND EAST
 TR0705'ALONG THE ROAD LEADING TO THE UNIVERSITY OF WASHINGTON OCEANOGRAPHIC
 TR0705'LABORATORIES TO THE DINING HALL, ABOUT 175 FEET SOUTH OF THE DINING
 TR0705'HALL, ABOUT 40 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE LIBRARY,
 TR0705'50 FEET NORTHWEST OF THE NORTHEAST CORNER OF LABORATORY NO. 4, AND SET
 TR0705'IN A DRILL HOLE IN ROCK OUTCROP.  NOTE-- THE BRASS PLUG IS INSCRIBED
 TR0705'WITH AN X ON TOP AND STAMPED 5.
 TR0705
 TR0705                          STATION RECOVERY (2001)
 TR0705
 TR0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0705'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 TR0705
 TR0705                          STATION RECOVERY (2006)
 TR0705
 TR0705'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0706 ***********************************************************************
 TR0706  DESIGNATION -  BM 6
 TR0706  PID         -  TR0706
 TR0706  STATE/COUNTY-  WA/SAN JUAN
 TR0706  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0706
 TR0706                         *CURRENT SURVEY CONTROL
 TR0706  ___________________________________________________________________
 TR0706* NAD 83(1986)-  48 32 51.     (N)    123 00 39.     (W)     SCALED    
 TR0706* LOCAL TIDAL -        12.311  (meters)      40.39   (feet)  ADJ UNCH  
 TR0706  ___________________________________________________________________
 TR0706  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 TR0706
 TR0706  VERT ORDER  -  THIRD
 TR0706
 TR0706.The horizontal coordinates were scaled from a topographic map and have
 TR0706.an estimated accuracy of +/- 6 seconds.
 TR0706
 TR0706.The orthometric height was key entered from printed documents
 TR0706.and not key verified.
 TR0706
 TR0706.The geoid height was determined by GEOID03.
 TR0706
 TR0706;                    North         East    Units  Estimated Accuracy
 TR0706;SPC WA N     -   174,330.      339,260.      MT  (+/- 180 meters Scaled)
 TR0706
 TR0706                          SUPERSEDED SURVEY CONTROL
 TR0706
 TR0706.No superseded survey control is available for this station.
 TR0706
 TR0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU992771(NAD 83)
 TR0706_MARKER: Z = SEE DESCRIPTION
 TR0706_SETTING: 66 = SET IN ROCK OUTCROP
 TR0706_SP_SET: ROCK OUTCROP
 TR0706_STAMPING: 6
 TR0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0706+STABILITY: POSITION/ELEVATION WELL
 TR0706
 TR0706  HISTORY     - Date     Condition        Report By
 TR0706  HISTORY     - UNK      MONUMENTED       CGS
 TR0706  HISTORY     - 1950     GOOD             NGS
 TR0706  HISTORY     - 1987     GOOD             USPSQD
 TR0706  HISTORY     - 20011210 MARK NOT FOUND   NGS
 TR0706
 TR0706                          STATION DESCRIPTION
 TR0706
 TR0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 TR0706'1.3 MI N FROM FRIDAY HARBOR.
 TR0706'ABOUT 0.6 MILE NORTHWEST ALONG THE ROCHE HARBOR ROAD FROM THE
 TR0706'COURTHOUSE AT FRIDAY HARBOR, THENCE ABOUT 0.7 MILE NORTH AND EAST
 TR0706'ALONG THE ROAD LEADING TO THE UNIVERSITY OF WASHINGTON OCEANOGRAPHIC
 TR0706'LABORATORIES TO THE DINING HALL, ON THE LAWN SOUTH OF THE DINING HALL,
 TR0706'15 FEET SOUTH OF THE MID POINT OF THE VERANDA, 28 FEET NORTHEAST OF A
 TR0706'GRAVEL WALK, AND SET IN A DRILL HOLE IN A DEPRESSION IN ROCK OUTCROP
 TR0706'FLUSH WITH THE SURFACE.  THE BRASS PLUG IS INSCRIBED WITH AN X ON TOP
 TR0706'AND STAMPED 6.
 TR0706
 TR0706                          STATION RECOVERY (1987)
 TR0706
 TR0706'RECOVERY NOTE BY US POWER SQUADRON 1987 (EBG)
 TR0706'RECOVERED IN GOOD CONDITION.
 TR0706
 TR0706                          STATION RECOVERY (2001)
 TR0706
 TR0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0706'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0834 ***********************************************************************
 SW0834  DESIGNATION -  BM 72 M
 SW0834  PID         -  SW0834
 SW0834  STATE/COUNTY-  WA/OKANOGAN
 SW0834  USGS QUAD   -  AZWELL (1987)
 SW0834
 SW0834                         *CURRENT SURVEY CONTROL
 SW0834  ___________________________________________________________________
 SW0834* NAD 83(1986)-  47 57 58.     (N)    119 52 50.     (W)     SCALED    
 SW0834* NAVD 88     -       236.181  (meters)     774.87   (feet)  ADJUSTED  
 SW0834  ___________________________________________________________________
 SW0834  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SW0834  DYNAMIC HT  -         236.213 (meters)     774.98  (feet)  COMP
 SW0834  MODELED GRAV-     980,744.6   (mgal)                       NAVD 88
 SW0834
 SW0834  VERT ORDER  -  FIRST     CLASS II
 SW0834
 SW0834.The horizontal coordinates were scaled from a topographic map and have
 SW0834.an estimated accuracy of +/- 6 seconds.
 SW0834
 SW0834.The orthometric height was determined by differential leveling
 SW0834.and adjusted by the National Geodetic Survey in June 1991..
 SW0834
 SW0834.The geoid height was determined by GEOID03.
 SW0834
 SW0834.The dynamic height is computed by dividing the NAVD 88
 SW0834.geopotential number by the normal gravity value computed on the
 SW0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0834.degrees latitude (g = 980.6199 gals.).
 SW0834
 SW0834.The modeled gravity was interpolated from observed gravity values.
 SW0834
 SW0834;                    North         East    Units  Estimated Accuracy
 SW0834;SPC WA N     -   107,850.      571,140.      MT  (+/- 180 meters Scaled)
 SW0834
 SW0834                          SUPERSEDED SURVEY CONTROL
 SW0834
 SW0834  NGVD 29 (??/??/92)  234.957  (m)          770.85   (f) ADJ UNCH    1 2
 SW0834
 SW0834.Superseded values are not recommended for survey control.
 SW0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0834.See file dsdata.txt to determine how the superseded data were derived.
 SW0834
 SW0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP849165(NAD 83)
 SW0834_MARKER: O = CHISELED CIRCLE
 SW0834_SETTING: 66 = SET IN ROCK OUTCROP
 SW0834_SP_SET: GRANITE OUTCROP
 SW0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0834+STABILITY: POSITION/ELEVATION WELL
 SW0834
 SW0834  HISTORY     - Date     Condition        Report By
 SW0834  HISTORY     - UNK      MONUMENTED       USGS
 SW0834  HISTORY     - 1934     GOOD             NGS
 SW0834  HISTORY     - 1970     GOOD             LOCENG
 SW0834
 SW0834                          STATION DESCRIPTION
 SW0834
 SW0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0834'7.4 MI S FROM PATEROS.
 SW0834'ABOUT 7.4 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SW0834'STATION AT PATEROS, OKANOGAN COUNTY, ABOUT 205 FEET NORTH OF THE
 SW0834'CHELAN-OKANOGAN COUNTY BOUNDARY LINE, ABOUT 12 FEET SOUTH OF THE
 SW0834'CENTER OF THE TRACK, AND ON THE SOUTH CORNER OF THE SOUTHERNMOST
 SW0834'GRANITE OUTCROP EAST OF THE TRACK, AND ABOUT 2 FEET ABOVE THE GROUND.
 SW0834'A CHISELED CIRCLE.
 SW0834
 SW0834                          STATION RECOVERY (1970)
 SW0834
 SW0834'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 SW0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0818 ***********************************************************************
 SW0818  DESIGNATION -  BM 76
 SW0818  PID         -  SW0818
 SW0818  STATE/COUNTY-  WA/CHELAN
 SW0818  USGS QUAD   -  CHELAN FALLS (1981)
 SW0818
 SW0818                         *CURRENT SURVEY CONTROL
 SW0818  ___________________________________________________________________
 SW0818* NAD 83(1986)-  47 49 48.     (N)    119 58 13.     (W)     SCALED    
 SW0818* NAVD 88     -       230.604  (meters)     756.57   (feet)  ADJUSTED  
 SW0818  ___________________________________________________________________
 SW0818  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 SW0818  DYNAMIC HT  -         230.633 (meters)     756.67  (feet)  COMP
 SW0818  MODELED GRAV-     980,731.6   (mgal)                       NAVD 88
 SW0818
 SW0818  VERT ORDER  -  FIRST     CLASS II
 SW0818
 SW0818.The horizontal coordinates were scaled from a topographic map and have
 SW0818.an estimated accuracy of +/- 6 seconds.
 SW0818
 SW0818.The orthometric height was determined by differential leveling
 SW0818.and adjusted by the National Geodetic Survey in June 1991..
 SW0818
 SW0818.The geoid height was determined by GEOID03.
 SW0818
 SW0818.The dynamic height is computed by dividing the NAVD 88
 SW0818.geopotential number by the normal gravity value computed on the
 SW0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0818.degrees latitude (g = 980.6199 gals.).
 SW0818
 SW0818.The modeled gravity was interpolated from observed gravity values.
 SW0818
 SW0818;                    North         East    Units  Estimated Accuracy
 SW0818;SPC WA N     -    92,640.      564,610.      MT  (+/- 180 meters Scaled)
 SW0818
 SW0818                          SUPERSEDED SURVEY CONTROL
 SW0818
 SW0818  NGVD 29 (??/??/92)  229.40   (m)          752.6    (f) COMPUTED    1 2
 SW0818
 SW0818.Superseded values are not recommended for survey control.
 SW0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0818.See file dsdata.txt to determine how the superseded data were derived.
 SW0818
 SW0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP777016(NAD 83)
 SW0818_MARKER: O = CHISELED CIRCLE
 SW0818_SETTING: 66 = SET IN ROCK OUTCROP
 SW0818_SP_SET: ROCK CUT
 SW0818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0818+STABILITY: POSITION/ELEVATION WELL
 SW0818
 SW0818  HISTORY     - Date     Condition        Report By
 SW0818  HISTORY     - UNK      MONUMENTED       USGS
 SW0818  HISTORY     - 1934     GOOD             NGS
 SW0818
 SW0818                          STATION DESCRIPTION
 SW0818
 SW0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0818'1.2 MI N FROM CHELAN.
 SW0818'ABOUT 1.2 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SW0818'AT CHELAN, CHELAN COUNTY, ABOUT 4 1/2-30 FEET RAIL LENGTHS SOUTH OF
 SW0818'MILEPOST 40, 10 FEET WEST OF THE CENTER OF THE TRACK, ON THE NORTHERLY
 SW0818'END OF A SOLID ROCK CUT, UNDER THE PAINTED LETTERS R.P. AND ABOUT 1
 SW0818'1/2 FEET ABOVE THE GROUND.  A CHISELED CIRCLE.  NOTE-- NOT ABOUT 100
 SW0818'FEET SOUTH BUT 4 1/2-30 FOOT RAIL LENGTHS (135 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1178 ***********************************************************************
 SY1178  DESIGNATION -  BM BPR
 SY1178  PID         -  SY1178
 SY1178  STATE/COUNTY-  WA/JEFFERSON
 SY1178  USGS QUAD   -  BRINNON (1985)
 SY1178
 SY1178                         *CURRENT SURVEY CONTROL
 SY1178  ___________________________________________________________________
 SY1178* NAD 83(1986)-  47 42 10.     (N)    122 53 41.     (W)     SCALED    
 SY1178* NAVD 88     -         9.771  (meters)      32.06   (feet)  ADJUSTED  
 SY1178  ___________________________________________________________________
 SY1178  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SY1178  DYNAMIC HT  -           9.773 (meters)      32.06  (feet)  COMP
 SY1178  MODELED GRAV-     980,844.4   (mgal)                       NAVD 88
 SY1178
 SY1178  VERT ORDER  -  FIRST     CLASS I
 SY1178
 SY1178.The horizontal coordinates were scaled from a topographic map and have
 SY1178.an estimated accuracy of +/- 6 seconds.
 SY1178
 SY1178.The orthometric height was determined by differential leveling
 SY1178.and adjusted by the National Geodetic Survey in June 1991..
 SY1178
 SY1178.The geoid height was determined by GEOID03.
 SY1178
 SY1178.The dynamic height is computed by dividing the NAVD 88
 SY1178.geopotential number by the normal gravity value computed on the
 SY1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1178.degrees latitude (g = 980.6199 gals.).
 SY1178
 SY1178.The modeled gravity was interpolated from observed gravity values.
 SY1178
 SY1178;                    North         East    Units  Estimated Accuracy
 SY1178;SPC WA N     -    80,210.      345,310.      MT  (+/- 180 meters Scaled)
 SY1178
 SY1178                          SUPERSEDED SURVEY CONTROL
 SY1178
 SY1178  NGVD 29 (??/??/??)    8.683  (m)           28.49   (f) ADJUSTED    1 1
 SY1178
 SY1178.Superseded values are not recommended for survey control.
 SY1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1178.See file dsdata.txt to determine how the superseded data were derived.
 SY1178
 SY1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET078832(NAD 83)
 SY1178_MARKER: DD = SURVEY DISK
 SY1178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1178_SP_SET: WALKWAY
 SY1178_STAMPING: 43+94.55 19
 SY1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1178
 SY1178  HISTORY     - Date     Condition        Report By
 SY1178  HISTORY     - UNK      MONUMENTED       BPR
 SY1178  HISTORY     - 1973     GOOD             NGS
 SY1178
 SY1178                          STATION DESCRIPTION
 SY1178
 SY1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1178'0.85 MI N FROM BRINNON.
 SY1178'0.85 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE DOSEWALLIPS RIVER
 SY1178'BRIDGE AT BRINNON, AT A CONCRETE BRIDGE, 13 FEET EAST OF THE CENTER
 SY1178'LINE OF THE HIGHWAY, IN THE TOP OF THE APPROXIMATE CENTER OF THE EAST
 SY1178'CONCRETE WALKWAY, 51.2 FEET SOUTH OF THE NORTH END OF THE EAST
 SY1178'CONCRETE GUARDRAIL, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.  SEC
 SY1178'35, T26N, R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI2206 ***********************************************************************
 AI2206  DESIGNATION -  BM P 1983
 AI2206  PID         -  AI2206
 AI2206  STATE/COUNTY-  WA/PACIFIC
 AI2206  USGS QUAD   -  BAY CENTER (1994)
 AI2206
 AI2206                         *CURRENT SURVEY CONTROL
 AI2206  ___________________________________________________________________
 AI2206* NAD 83(1998)-  46 42 18.01956(N)    123 58 10.13693(W)     ADJUSTED  
 AI2206* NAVD 88     -         3.8    (meters)      12.     (feet)  GPS OBS   
 AI2206  ___________________________________________________________________
 AI2206  X           -  -2,448,224.642 (meters)                     COMP
 AI2206  Y           -  -3,633,815.770 (meters)                     COMP
 AI2206  Z           -   4,619,323.158 (meters)                     COMP
 AI2206  LAPLACE CORR-          16.06  (seconds)                    DEFLEC99
 AI2206  ELLIP HEIGHT-         -20.02  (meters)          (03/21/00) GPS OBS
 AI2206  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AI2206
 AI2206  HORZ ORDER  -  A
 AI2206  ELLP ORDER  -  THIRD     CLASS II
 AI2206
 AI2206.The horizontal coordinates were established by GPS observations
 AI2206.and adjusted by the National Geodetic Survey in March 2000..
 AI2206.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI2206.DATUM ITEM on the data sheet items page.
 AI2206
 AI2206.The orthometric height was determined by GPS observations and a
 AI2206.high-resolution geoid model.
 AI2206
 AI2206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2206
 AI2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2206
 AI2206.The ellipsoidal height was determined by GPS observations
 AI2206.and is referenced to NAD 83.
 AI2206
 AI2206.The geoid height was determined by GEOID03.
 AI2206
 AI2206;                    North         East     Units Scale Factor Converg.
 AI2206;SPC WA S     -   158,295.484   234,783.837   MT  0.99991678   -2 31 12.8
 AI2206;SPC WA S     -   519,341.10    770,286.64   sFT  0.99991678   -2 31 12.8
 AI2206;UTM  10      - 5,172,839.651   425,890.055   MT  0.99966751   -0 42 20.4
 AI2206
 AI2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2206!SPC WA S     -   1.00000314  x   0.99991678  =   0.99991992
 AI2206!UTM  10      -   1.00000314  x   0.99966751  =   0.99967065
 AI2206
 AI2206                          SUPERSEDED SURVEY CONTROL
 AI2206
 AI2206  NAD 83(1991)-  46 42 18.01724(N)    123 58 10.14024(W) AD(       ) B
 AI2206  ELLIP H (11/01/99)  -19.85   (m)                       GP(       ) 4 1
 AI2206
 AI2206.Superseded values are not recommended for survey control.
 AI2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2206.See file dsdata.txt to determine how the superseded data were derived.
 AI2206
 AI2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2589072840(NAD 83)
 AI2206_MARKER: I = METAL ROD
 AI2206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI2206_STAMPING: BM P 1983
 AI2206_MARK LOGO: NGS   
 AI2206_PROJECTION: RECESSED 10 CENTIMETERS
 AI2206_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2206+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AI2206_ROD/PIPE-DEPTH: 15.2 meters
 AI2206
 AI2206  HISTORY     - Date     Condition        Report By
 AI2206  HISTORY     - 1983     MONUMENTED       NOS
 AI2206  HISTORY     - 20060421 GOOD             USPSQD
 AI2206
 AI2206                          STATION DESCRIPTION
 AI2206
 AI2206'DESCRIBED BY NATIONAL OCEAN SERVICE 1983
 AI2206'THE STATION IS LOCATED AT TOKELAND, TOKE POINT, WILLAPA BAY,
 AI2206'WASHINGTON.  THE STATION IS APPROXIMATELY 11 MI (17.7 KM)
 AI2206'WEST-NORTHWEST OF RAYMOND AND 20 MI (32.2 KM) SOUTH-SOUTHWEST OF
 AI2206'ABERDEEN.  NOTE THAT SPEED LIMITS IN THE VICINITY ARE STRICTLY
 AI2206'ENFORCED (SHOALWATER INDIAN RESERVATION) .  TO REACH THE STATION FROM
 AI2206'THE INTERSECTION OF STATE ROUTE 105 AND TOKELAND ROAD, GO SOUTHEAST ON
 AI2206'TOKELAND ROAD/KINDRED AVENUE FOR APPROXIMATELY 3.0 MI (4.8 KM) TO THE
 AI2206'STATION IN THE ROAD SURFACE OF KINDRED AVENUE.  THE STATION IS A
 AI2206'STAINLESS STEEL ROD RECESSED IN THE ROAD SURFACE INSIDE OF A STEEL
 AI2206'HAND-HOLE.  AN ALUMINUM TAG STAMPED ---BM P 1983--- IS SECURED TO THE
 AI2206'ROD 13 CM BELOW THE TOP OF THE ROD.  IT IS, 92.6 FT (28.2 M) NORTHEAST
 AI2206'OF THE NORTHEAST CORNER OF THE BARN SHAPED HOME AT 3243 KINDRED
 AI2206'AVENUE, 15.8 FT (4.8 M) NORTHWEST OF UTILITY POLE P21, 5.0 FT (1.5 M)
 AI2206'SOUTHEAST OF THE CENTERLINE OF KINDRED AVENUE, 8.3 FT (2.5 M)
 AI2206'NORTHWEST OF THE SOUTHEAST ASPHALT EDGE OF KINDRED AVENUE, AND 42.8 FT
 AI2206'(13.0 M) SOUTH OF THE SOUTH CORNER OF A CONCRETE GRATE INLET ON THE
 AI2206'NORTH SIDE OF KINDRED AVENUE.
 AI2206
 AI2206                          STATION RECOVERY (2006)
 AI2206
 AI2206'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 AI2206'THIS STATION IS IN FRONT OF A NEW HOUSE AT 3247 KINDRED AVE, JUST EAST
 AI2206'OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0197 ***********************************************************************
 TQ0197  DESIGNATION -  BM SEATTLE
 TQ0197  PID         -  TQ0197
 TQ0197  STATE/COUNTY-  WA/WHATCOM
 TQ0197  USGS QUAD   -  DIABLO DAM (1963)
 TQ0197
 TQ0197                         *CURRENT SURVEY CONTROL
 TQ0197  ___________________________________________________________________
 TQ0197* NAD 83(1986)-  48 42 55.     (N)    121 07 58.     (W)     SCALED    
 TQ0197* NAVD 88     -       373.094  (meters)    1224.06   (feet)  ADJUSTED  
 TQ0197  ___________________________________________________________________
 TQ0197  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 TQ0197  DYNAMIC HT  -         373.147 (meters)    1224.23  (feet)  COMP
 TQ0197  MODELED GRAV-     980,741.2   (mgal)                       NAVD 88
 TQ0197
 TQ0197  VERT ORDER  -  FIRST     CLASS II
 TQ0197
 TQ0197.The horizontal coordinates were scaled from a topographic map and have
 TQ0197.an estimated accuracy of +/- 6 seconds.
 TQ0197
 TQ0197.The orthometric height was determined by differential leveling
 TQ0197.and adjusted by the National Geodetic Survey in June 1991..
 TQ0197
 TQ0197.The geoid height was determined by GEOID03.
 TQ0197
 TQ0197.The dynamic height is computed by dividing the NAVD 88
 TQ0197.geopotential number by the normal gravity value computed on the
 TQ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0197.degrees latitude (g = 980.6199 gals.).
 TQ0197
 TQ0197.The modeled gravity was interpolated from observed gravity values.
 TQ0197
 TQ0197;                    North         East    Units  Estimated Accuracy
 TQ0197;SPC WA N     -   190,760.      477,970.      MT  (+/- 180 meters Scaled)
 TQ0197
 TQ0197                          SUPERSEDED SURVEY CONTROL
 TQ0197
 TQ0197  NGVD 29 (??/??/92)  371.88   (m)         1220.1    (f) COMPUTED    1 2
 TQ0197
 TQ0197.Superseded values are not recommended for survey control.
 TQ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0197.See file dsdata.txt to determine how the superseded data were derived.
 TQ0197
 TQ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU373974(NAD 83)
 TQ0197_MARKER: DD = SURVEY DISK
 TQ0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TQ0197_SP_SET: DAM
 TQ0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0197
 TQ0197  HISTORY     - Date     Condition        Report By
 TQ0197  HISTORY     - UNK      MONUMENTED
 TQ0197  HISTORY     - 1958     GOOD             NGS
 TQ0197  HISTORY     - 1982     GOOD             NGS
 TQ0197
 TQ0197                          STATION DESCRIPTION
 TQ0197
 TQ0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0197'IN DIABLO DAM.
 TQ0197'AT THE NORTHWEST END OF DIABLO DAM, IN TOP OF THE CONCRETE RETAINING
 TQ0197'WALL, 17 FEET NORTHEAST OF THE CENTER LINE OF THE TOP OF THE DAM, 2.0
 TQ0197'FEET NORTHEAST OF A CONCRETE BASE FOR A STEEL LAMP POST, 0.8 FOOT
 TQ0197'NORTHWEST OF AN IRON PIPE GUARDRAIL, AND FLUSH WITH THE TOP OF THE
 TQ0197'DAM.
 TQ0197
 TQ0197                          STATION RECOVERY (1982)
 TQ0197
 TQ0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0684 ***********************************************************************
 SY0684  DESIGNATION -  BM=A
 SY0684  PID         -  SY0684
 SY0684  STATE/COUNTY-  WA/THURSTON
 SY0684  USGS QUAD   -  TUMWATER (1994)
 SY0684
 SY0684                         *CURRENT SURVEY CONTROL
 SY0684  ___________________________________________________________________
 SY0684* NAD 83(1986)-  47 02 40.     (N)    122 54 07.     (W)     SCALED    
 SY0684* NAVD 88     -         4.094  (meters)      13.43   (feet)  POSTED    
 SY0684  ___________________________________________________________________
 SY0684  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SY0684  DYNAMIC HT  -           4.090 (meters)      13.42  (feet)  COMP
 SY0684  MODELED GRAV-     980,804.0   (mgal)                       NAVD 88
 SY0684
 SY0684  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 SY0684
 SY0684.The horizontal coordinates were scaled from a topographic map and have
 SY0684.an estimated accuracy of +/- 6 seconds.
 SY0684
 SY0684.The orthometric height was determined by differential leveling
 SY0684.and adjusted by the National Geodetic Survey in 1992..
 SY0684.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 SY0684.rate of 4.1 thru 8.0 mm/km.
 SY0684
 SY0684.The geoid height was determined by GEOID03.
 SY0684
 SY0684.The dynamic height is computed by dividing the NAVD 88
 SY0684.geopotential number by the normal gravity value computed on the
 SY0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0684.degrees latitude (g = 980.6199 gals.).
 SY0684
 SY0684.The modeled gravity was interpolated from observed gravity values.
 SY0684
 SY0684;                    North         East    Units  Estimated Accuracy
 SY0684;SPC WA S     -   192,970.      317,510.      MT  (+/- 180 meters Scaled)
 SY0684
 SY0684                          SUPERSEDED SURVEY CONTROL
 SY0684
 SY0684  NGVD 29 (??/??/??)    3.066  (m)           10.06   (f) ADJUSTED    1 2
 SY0684
 SY0684.Superseded values are not recommended for survey control.
 SY0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0684.See file dsdata.txt to determine how the superseded data were derived.
 SY0684
 SY0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET074101(NAD 83)
 SY0684_MARKER: Z = SEE DESCRIPTION
 SY0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0684+STABILITY: SURFACE MOTION
 SY0684
 SY0684  HISTORY     - Date     Condition        Report By
 SY0684  HISTORY     - UNK      MONUMENTED       LOCENG
 SY0684  HISTORY     - 1973     GOOD             NGS
 SY0684
 SY0684                          STATION DESCRIPTION
 SY0684
 SY0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0684'IN OLYMPIA.
 SY0684'AT OLYMPIA, AT THE JUNCTION OF CAPITOL WAY AND 4TH AVENUE, ON THE
 SY0684'CENTER LINE OF THE STREET, 8 FEET WEST OF THE CENTER LINE OF THE WAY,
 SY0684'A 1-INCH LEAD PLUG SET IN THE TOP OF A SANDSTONE POST ABOUT 2 FEET
 SY0684'BELOW THE SURFACE OF THE AVENUE.  ACCESS IS HAD THRU A 12-INCH CAST
 SY0684'IRON PIPE WITH A COVER.  1/4, SEC, T 18N, R 2W.  NOTE-- THIS MARK IN
 SY0684'CENTER OF INTERSECTION AND TOO DANGEROUS TO RUN LEVEL TOO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3811 ***********************************************************************
 SY3811  DESIGNATION -  BN 13 K CO 1972
 SY3811  PID         -  SY3811
 SY3811  STATE/COUNTY-  WA/KING
 SY3811  USGS QUAD   -  
 SY3811
 SY3811                         *CURRENT SURVEY CONTROL
 SY3811  ___________________________________________________________________
 SY3811* NAD 83(1991)-  47 40 55.10362(N)    122 09 49.82300(W)     ADJUSTED  
 SY3811* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 SY3811  ___________________________________________________________________
 SY3811  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 SY3811  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SY3811
 SY3811  HORZ ORDER  -  SECOND
 SY3811
 SY3811.The horizontal coordinates were established by classical geodetic methods
 SY3811.and adjusted by the National Geodetic Survey in December 1991..
 SY3811
 SY3811.The orthometric height was scaled from a topographic map.
 SY3811
 SY3811.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3811
 SY3811.The geoid height was determined by GEOID03.
 SY3811
 SY3811;                    North         East     Units Scale Factor Converg.
 SY3811;SPC WA N     -    76,686.573   400,109.669   MT  0.99997103   -0 59 26.1
 SY3811;SPC WA N     -   251,595.86  1,312,693.14   sFT  0.99997103   -0 59 26.1
 SY3811;UTM  10      - 5,281,292.461   562,755.973   MT  0.99964840   +0 37 05.9
 SY3811
 SY3811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3811!SPC WA N     -   0.99998629  x   0.99997103  =   0.99995732
 SY3811!UTM  10      -   0.99998629  x   0.99964840  =   0.99963470
 SY3811
 SY3811                          SUPERSEDED SURVEY CONTROL
 SY3811
 SY3811  NAD 83(1986)-  47 40 55.09617(N)    122 09 49.82762(W) AD(       ) 2
 SY3811  NAD 27      -  47 40 55.73968(N)    122 09 45.38526(W) AD(       ) 2
 SY3811
 SY3811.Superseded values are not recommended for survey control.
 SY3811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3811.See file dsdata.txt to determine how the superseded data were derived.
 SY3811
 SY3811_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6275681292(NAD 83)
 SY3811_MARKER: Z = SEE DESCRIPTION
 SY3811_SETTING: 0 = UNSPECIFIED SETTING
 SY3811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3811
 SY3811  HISTORY     - Date     Condition        Report By
 SY3811  HISTORY     - 1972     MONUMENTED       WA-033
 SY3811  HISTORY     - 20011208 MARK NOT FOUND   USPSQD
 SY3811  HISTORY     - 20030315 MARK NOT FOUND   USPSQD
 SY3811
 SY3811                          STATION DESCRIPTION
 SY3811
 SY3811'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY3811'APPROX. LOCATION--1 MILE NW OF REDMOND
 SY3811'
 SY3811'STATION IS 129 FT NORTH AND 21 FT EAST INTERSECTION OF NE 88TH
 SY3811'ST. AND 132ND AVE..  NE. POINT IS 58.8 FT ESE FROM SPIKE IN POWER
 SY3811'POLE---70.8 FT SOUTH OF SPIKE IN TELEPHONE POLE---89.4 FT NORTH
 SY3811'OF SPIKE IN ANOTHER TELE POLE---20.1 FT NW OF SPIKE IN 12 IN FIR
 SY3811'TREE, AND 34.4 FT WEST OF SPIKE IN 14 IN CEDAR TREE AT SOUTH
 SY3811'EDGE OF E-W POWER LINE CLEARING.
 SY3811'
 SY3811'SURFACE MONUMENT--SET AND BURIED KCS DISK IN CONCRETE DISK 6 IN.
 SY3811'
 SY3811'SUB-SURFACE MONUMENT--SET AND BURIED KCS DISK IN CONCRETE DISK
 SY3811'3.5 FT.
 SY3811'
 SY3811'MONUMENT STAMPED BN-13 1972
 SY3811
 SY3811                          STATION RECOVERY (2001)
 SY3811
 SY3811'RECOVERY NOTE BY US POWER SQUADRON 2001 (KL)
 SY3811'STATION NOT FOUND.  PROBABLY RECOVERABLE WITH METAL DETECTOR.
 SY3811
 SY3811                          STATION RECOVERY (2003)
 SY3811
 SY3811'RECOVERY NOTE BY US POWER SQUADRON 2003 (KL)
 SY3811'MARKER NOT FOUND.  LOCATED METAL SPIKE IN REFERENCE TREE USING METAL
 SY3811'DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3814 ***********************************************************************
 SY3814  DESIGNATION -  BN 22 K CO 1972
 SY3814  PID         -  SY3814
 SY3814  STATE/COUNTY-  WA/KING
 SY3814  USGS QUAD   -  
 SY3814
 SY3814                         *CURRENT SURVEY CONTROL
 SY3814  ___________________________________________________________________
 SY3814* NAD 83(1991)-  47 40 13.67777(N)    122 12 22.84229(W)     ADJUSTED  
 SY3814* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 SY3814  ___________________________________________________________________
 SY3814  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 SY3814  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY3814
 SY3814  HORZ ORDER  -  SECOND
 SY3814
 SY3814.The horizontal coordinates were established by classical geodetic methods
 SY3814.and adjusted by the National Geodetic Survey in December 1991..
 SY3814
 SY3814.The orthometric height was scaled from a topographic map.
 SY3814
 SY3814.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3814
 SY3814.The geoid height was determined by GEOID03.
 SY3814
 SY3814;                    North         East     Units Scale Factor Converg.
 SY3814;SPC WA N     -    75,463.451   396,896.006   MT  0.99997257   -1 01 20.0
 SY3814;SPC WA N     -   247,583.01  1,302,149.65   sFT  0.99997257   -1 01 20.0
 SY3814;UTM  10      - 5,279,980.018   559,578.954   MT  0.99964362   +0 35 12.3
 SY3814
 SY3814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3814!SPC WA N     -   1.00000041  x   0.99997257  =   0.99997298
 SY3814!UTM  10      -   1.00000041  x   0.99964362  =   0.99964403
 SY3814
 SY3814                          SUPERSEDED SURVEY CONTROL
 SY3814
 SY3814  NAD 83(1986)-  47 40 13.67026(N)    122 12 22.84705(W) AD(       ) 2
 SY3814  NAD 27      -  47 40 14.31469(N)    122 12 18.40149(W) AD(       ) 2
 SY3814
 SY3814.Superseded values are not recommended for survey control.
 SY3814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3814.See file dsdata.txt to determine how the superseded data were derived.
 SY3814
 SY3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5957979980(NAD 83)
 SY3814_MARKER: Z = SEE DESCRIPTION
 SY3814_SETTING: 0 = UNSPECIFIED SETTING
 SY3814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY3814+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2001
 SY3814
 SY3814  HISTORY     - Date     Condition        Report By
 SY3814  HISTORY     - 1972     MONUMENTED       WA-033
 SY3814  HISTORY     - 20011208 GOOD             USPSQD
 SY3814
 SY3814                          STATION DESCRIPTION
 SY3814
 SY3814'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY3814'APPROX. LOCATION.  IN KIRKLAND
 SY3814'
 SY3814'POINT IS SET IN CONCRETE ROOF OF CONCRETE BLOCK MAINTENANCE
 SY3814'BUILDING FOR WATER FRONT PARK.  ROOF IS USED AS VIEWING AND
 SY3814'RESTING PLATFORM FOR PARK.
 SY3814'
 SY3814'STATION IS 44 FT WEST AND 8 FT NORTH INTERSECTION LAKE ST. S. AND
 SY3814'7TH AVE. S. IN CITY OF KIRKLAND.  POINT IS 25.4 FT WSW SPIKE IN
 SY3814'UTILITY POLE--18.0 FT NORTH OF SE CORNER OF WALL SURROUNDING
 SY3814'ROOF, AND 16.6 FT NNE OF SW CORNER OF WALL.  EAST END OF DOCK
 SY3814'IS APPROX. 20 FT WEST OF STATION.
 SY3814'
 SY3814'SURFACE MONUMENT--SET KCS DISK FLUSH IN CONCRETE ROOF.
 SY3814'
 SY3814'SUB-SURFACE MONUMENT--NONE
 SY3814'
 SY3814'MONUMENT STAMPED BN-22 1972
 SY3814
 SY3814                          STATION RECOVERY (2001)
 SY3814
 SY3814'RECOVERY NOTE BY US POWER SQUADRON 2001 (KL)
 SY3814'STATION FOUND IN GOOD CONDITION.  LAKE STREET ALSO CALLED LAKEVIEW
 SY3814'DRIVE ON SOME MAPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3813 ***********************************************************************
 SY3813  DESIGNATION -  BN 40 K CO 1973
 SY3813  PID         -  SY3813
 SY3813  STATE/COUNTY-  WA/KING
 SY3813  USGS QUAD   -  
 SY3813
 SY3813                         *CURRENT SURVEY CONTROL
 SY3813  ___________________________________________________________________
 SY3813* NAD 83(1991)-  47 39 55.90301(N)    122 11 46.12615(W)     ADJUSTED  
 SY3813* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 SY3813  ___________________________________________________________________
 SY3813  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 SY3813  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY3813
 SY3813  HORZ ORDER  -  SECOND
 SY3813
 SY3813.The horizontal coordinates were established by classical geodetic methods
 SY3813.and adjusted by the National Geodetic Survey in December 1991..
 SY3813
 SY3813.The orthometric height was scaled from a topographic map.
 SY3813
 SY3813.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3813
 SY3813.The geoid height was determined by GEOID03.
 SY3813
 SY3813;                    North         East     Units Scale Factor Converg.
 SY3813;SPC WA N     -    74,900.976   397,652.076   MT  0.99997324   -1 00 52.7
 SY3813;SPC WA N     -   245,737.62  1,304,630.19   sFT  0.99997324   -1 00 52.7
 SY3813;UTM  10      - 5,279,439.171   560,350.266   MT  0.99964476   +0 35 39.3
 SY3813
 SY3813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3813!SPC WA N     -   0.99999273  x   0.99997324  =   0.99996597
 SY3813!UTM  10      -   0.99999273  x   0.99964476  =   0.99963749
 SY3813
 SY3813                          SUPERSEDED SURVEY CONTROL
 SY3813
 SY3813  NAD 83(1986)-  47 39 55.89540(N)    122 11 46.13092(W) AD(       ) 2
 SY3813  NAD 27      -  47 39 56.53951(N)    122 11 41.68645(W) AD(       ) 2
 SY3813
 SY3813.Superseded values are not recommended for survey control.
 SY3813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3813.See file dsdata.txt to determine how the superseded data were derived.
 SY3813
 SY3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6035079439(NAD 83)
 SY3813_MARKER: Z = SEE DESCRIPTION
 SY3813_SETTING: 0 = UNSPECIFIED SETTING
 SY3813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3813
 SY3813  HISTORY     - Date     Condition        Report By
 SY3813  HISTORY     - 1973     MONUMENTED       WA-033
 SY3813  HISTORY     - 20011208 MARK NOT FOUND   USPSQD
 SY3813  HISTORY     - 20030315 MARK NOT FOUND   USPSQD
 SY3813
 SY3813                          STATION DESCRIPTION
 SY3813
 SY3813'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY3813'LOCATION--KIRKLAND
 SY3813'
 SY3813'POINT IS LOCATED 38 FT NORTH OF CENTERLINE OF NE 66TH
 SY3813'ST. (DEAD-END EASTBOUND) AND 24 FT EAST OF CENTERLINE OF 108TH
 SY3813'NE.
 SY3813'
 SY3813'POINT IS LOCATED BETWEEN THE CURB AND SIDEWALK ON THE EAST
 SY3813'SIDE OF THE ROAD.
 SY3813'
 SY3813'POINT IS 6.7 FT NORTH OF A SPIKE IN A POWER POLE AND 133.4 FT
 SY3813'SOUTH OF THE CENTER BOLT OF A HYDRANT AND 50.5 FT EAST OF A SPIKE
 SY3813'IN A POWER POLE.
 SY3813'
 SY3813'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. MON. - FLUSH.
 SY3813'
 SY3813'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY3813'3 FT BELOW SURFACE.
 SY3813'
 SY3813'DISKS STAMPED--BN-40.  1973
 SY3813
 SY3813                          STATION RECOVERY (2001)
 SY3813
 SY3813'RECOVERY NOTE BY US POWER SQUADRON 2001 (KL)
 SY3813'STATION NOT FOUND.  FOUND REFERENCED SPIKE IN NEARBY POLE AND HYDRANT.
 SY3813'MARKER LOCATION RECENTLY PAVED OVER APPARENTLY DUE TO UNDERGROUND
 SY3813'WORK.
 SY3813
 SY3813                          STATION RECOVERY (2003)
 SY3813
 SY3813'RECOVERY NOTE BY US POWER SQUADRON 2003 (KL)
 SY3813'DRIVEWAY AND ROADWAY APPEAR TO HAVE UNDERGONE REPAVING AND WIDENING.
 SY3813'LOCATION IS IN FRONT OF FIRESTATION.  METAL DETECTOR INDICATED
 SY3813'SUSTANTIAL METAL AT PROPER LOCATION UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AG9918 ***********************************************************************
 AG9918  DESIGNATION -  BNSF
 AG9918  PID         -  AG9918
 AG9918  STATE/COUNTY-  WA/KLICKITAT
 AG9918  USGS QUAD   -  APPLETON (1994)
 AG9918
 AG9918                         *CURRENT SURVEY CONTROL
 AG9918  ___________________________________________________________________
 AG9918* NAD 83(1998)-  45 46 58.84137(N)    121 19 29.00986(W)     ADJUSTED  
 AG9918* NAVD 88     -       740.236  (meters)    2428.59   (feet)  ADJUSTED  
 AG9918  ___________________________________________________________________
 AG9918  X           -  -2,316,692.264 (meters)                     COMP
 AG9918  Y           -  -3,806,587.958 (meters)                     COMP
 AG9918  Z           -   4,548,976.358 (meters)                     COMP
 AG9918  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AG9918  ELLIP HEIGHT-         719.22  (meters)          (06/21/01) GPS OBS
 AG9918  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 AG9918  DYNAMIC HT  -         740.155 (meters)    2428.33  (feet)  COMP
 AG9918  MODELED GRAV-     980,481.2   (mgal)                       NAVD 88
 AG9918
 AG9918  HORZ ORDER  -  B
 AG9918  VERT ORDER  -  FIRST     CLASS II
 AG9918  ELLP ORDER  -  FOURTH    CLASS II
 AG9918
 AG9918.This is a reference station for the APPLETON
 AG9918.National Continuously Operating Reference Station (GWEN).
 AG9918
 AG9918.The horizontal coordinates were established by GPS observations
 AG9918.and adjusted by the National Geodetic Survey in June 2001..
 AG9918.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AG9918.DATUM ITEM on the data sheet items page.
 AG9918
 AG9918.The orthometric height was determined by differential leveling
 AG9918.and adjusted by the National Geodetic Survey in July 2002..
 AG9918
 AG9918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9918
 AG9918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9918
 AG9918.The ellipsoidal height was determined by GPS observations
 AG9918.and is referenced to NAD 83.
 AG9918
 AG9918.The geoid height was determined by GEOID03.
 AG9918
 AG9918.The dynamic height is computed by dividing the NAVD 88
 AG9918.geopotential number by the normal gravity value computed on the
 AG9918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9918.degrees latitude (g = 980.6199 gals.).
 AG9918
 AG9918.The modeled gravity was interpolated from observed gravity values.
 AG9918
 AG9918;                    North         East     Units Scale Factor Converg.
 AG9918;SPC WA S     -    50,317.542   435,865.228   MT  1.00001179   -0 35 56.7
 AG9918;SPC WA S     -   165,083.47  1,430,001.17   sFT  1.00001179   -0 35 56.7
 AG9918;UTM  10      - 5,071,303.726   630,226.083   MT  0.99980849   +1 12 03.0
 AG9918
 AG9918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9918!SPC WA S     -   0.99988726  x   1.00001179  =   0.99989905
 AG9918!UTM  10      -   0.99988726  x   0.99980849  =   0.99969577
 AG9918
 AG9918                          SUPERSEDED SURVEY CONTROL
 AG9918
 AG9918  NAD 83(1998)-  45 46 58.84109(N)    121 19 29.01057(W) AD(       ) B
 AG9918  ELLIP H (07/28/98)  719.25   (m)                       GP(       ) 3 1
 AG9918  NAVD 88 (07/28/98)  740.24   (m)         2428.6    (f) LEVELING    3  
 AG9918
 AG9918.Superseded values are not recommended for survey control.
 AG9918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9918.See file dsdata.txt to determine how the superseded data were derived.
 AG9918
 AG9918_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3022671304(NAD 83)
 AG9918_MARKER: I = METAL ROD
 AG9918_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9918_STAMPING: BNSF 1997
 AG9918_MARK LOGO: NGS   
 AG9918_PROJECTION: FLUSH
 AG9918_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG9918+STABILITY: POSITION/ELEVATION WELL
 AG9918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9918+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1998
 AG9918_ROD/PIPE-DEPTH: 9.7  meters
 AG9918
 AG9918  HISTORY     - Date     Condition        Report By
 AG9918  HISTORY     - 1997     MONUMENTED       NGS
 AG9918  HISTORY     - 19980324 GOOD             NGS
 AG9918
 AG9918                          STATION DESCRIPTION
 AG9918
 AG9918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JGF)
 AG9918'THE STATION IS LOCATED JUST NORTH OF LYLE, WASHINGTON WHERE THE
 AG9918'KLICKATAT RIVER MEETS THE COLUMBIA RIVER.  TO REACH THE STATION FROM
 AG9918'THE INTERSECTION OF STATE HIGHWAYS 14 AND 142 IN THE TOWN OF LYLE, WA
 AG9918'PROCEED 0.1 MI (0.2 KM) WEST ON HIGHWAY 14 CROSSING OVER THE KLICKATAT
 AG9918'RIVER TO A PAVED ROAD ON RIGHT.  TURN RIGHT AND PROCEED NORTHERLY FOR
 AG9918'1.2 MI (1.9 KM) TO CANYON RD.  ON RIGHT.  FOLLOW CANYON FOR 0.4 MI
 AG9918'(0.6 KM) TO A FORK IN THE ROAD.  TAKE LEFT FORK AND FOLLOW ROAD FOR
 AG9918'3.3 MI (5.3 KM) WHERE THE PAVED ROAD BECOMES A GRAVEL ROAD. CONTINUE
 AG9918'ON GRAVEL ROAD FOR 3.7 MI (6.0 KM) TO STATION ON RIGHT NEAR WHITE POST
 AG9918'(SECTION MARKER) .  APPROXIMATELY 20 FT (6.1 M) EAST OF THE CENTERLINE
 AG9918'OF THE ROAD EXTENDING STRAIGHT AND 5 FT (1.5 M) ABOVE THE LEVEL OF THE
 AG9918'ROAD.  THE STATION IS A 9/16 IN STAINLESS STEEL ROD DRIVEN INTO THE
 AG9918'GROUND TO REFUSAL AT APPROX.  32 FT, (9.8 M) ENCASE BY PVC TUBING WITH
 AG9918'AN NGS ALUMINUM CAP AND COVER.  SAND SURROUNDS THE ROD INSIDE THE
 AG9918'TUBING AND CONCRETE OUTSIDE AS AN ANCHOR SET FLUSH WITH THE GROUND AND
 AG9918'STAMPED - BNSF 1997 -.  THE DATUM POINT IS A CENTERPUNCH MARK ON THE
 AG9918'TOP OF THE ROD.
 AG9918
 AG9918                          STATION RECOVERY (1998)
 AG9918
 AG9918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9918'0.7 KM (0.45 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 AG9918'IN LYLE, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG OLD STATE HIGHWAY 8,
 AG9918'THENCE 0.6 KM (0.35 MI) NORTHEASTERLY ALONG CANYON ROAD, THENCE 9.8 KM
 AG9918'(6.10 MI) NORTHWESTERLY ALONG LYLE-SNOWDEN ROAD, 19.1 M (62.7 FT)
 AG9918'NORTHWEST OF A T-JUNCTION UTILITY POLE WITH A GUY CABLE, 7.9 M (25.9
 AG9918'FT) NORTH OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING WEST, 5.9
 AG9918'M (19.4 FT) NORTHEAST OF THE ROAD CENTER, 2.0 M (6.6 FT) SOUTHEAST OF
 AG9918'A BOUNDARY MARKER, 1.2 M (3.9 FT) SOUTHWEST OF A WITNESS POST, AND 1.2
 AG9918'M (3.9 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 AG9918'POINT IS THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS ON COUNTY ROAD
 AG9918'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2044 ***********************************************************************
 RC2044  DESIGNATION -  BO
 RC2044  PID         -  RC2044
 RC2044  STATE/COUNTY-  WA/KLICKITAT
 RC2044  USGS QUAD   -  STACKER BUTTE (1994)
 RC2044
 RC2044                         *CURRENT SURVEY CONTROL
 RC2044  ___________________________________________________________________
 RC2044* NAD 83(1991)-  45 39 41.03683(N)    121 06 53.08040(W)     ADJUSTED  
 RC2044* NAVD 88     -       313.     (meters)    1027.     (feet)  SCALED    
 RC2044  ___________________________________________________________________
 RC2044  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 RC2044  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RC2044
 RC2044  HORZ ORDER  -  THIRD
 RC2044
 RC2044.The horizontal coordinates were established by classical geodetic methods
 RC2044.and adjusted by the National Geodetic Survey in December 1991..
 RC2044
 RC2044.The orthometric height was scaled from a topographic map.
 RC2044
 RC2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2044
 RC2044.The geoid height was determined by GEOID03.
 RC2044
 RC2044;                    North         East     Units Scale Factor Converg.
 RC2044;SPC WA S     -    36,651.869   452,088.628   MT  1.00004340   -0 26 47.6
 RC2044;SPC WA S     -   120,248.67  1,483,227.44   sFT  1.00004340   -0 26 47.6
 RC2044;SPC OR N     -   221,843.569 2,452,093.965   MT  0.99993153   -0 26 09.5
 RC2044;SPC OR N     -   727,833.23  8,044,927.71   iFT  0.99993153   -0 26 09.5
 RC2044;UTM  10      - 5,058,156.197   646,866.997   MT  0.99986519   +1 20 55.0
 RC2044
 RC2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2044!SPC WA S     -   0.99995428  x   1.00004340  =   0.99999768
 RC2044!SPC OR N     -   0.99995428  x   0.99993153  =   0.99988581
 RC2044!UTM  10      -   0.99995428  x   0.99986519  =   0.99981947
 RC2044
 RC2044|---------------------------------------------------------------------|
 RC2044| PID    Reference Object                     Distance      Geod. Az  |
 RC2044|                                                           dddmmss.s |
 RC2044| CF4142 BO RM 2                              10.207 METERS 00811     |
 RC2044| RC2039 THE DALLES CELILO CANAL TANK        APPROX. 3.2 KM 1510955.0 |
 RC2044| RC2045 SEUFERT                             APPROX. 3.9 KM 1512745.8 |
 RC2044| RC2051 RNG THE DALLES RADIO DLS            APPROX. 4.7 KM 1665455.0 |
 RC2044| CF4143 BO RM 3                               5.217 METERS 17138     |
 RC2044| RC2040 BIG EDDY LIGHT                      APPROX. 4.0 KM 1880627.6 |
 RC2044| RC2063 COVINGTON POINT LIGHT               APPROX. 5.7 KM 1903631.5 |
 RC2044| RC2065 THE DALLES WASCO MILLING CO TK      APPROX. 8.4 KM 2123012.2 |
 RC2044| RC2073 THE DALLES STATE TB HOSP STACK      APPROX. 9.8 KM 2160806.9 |
 RC2044| RC2064 THE DALLES ST PETERS CH SPIRE       APPROX. 8.6 KM 2210154.6 |
 RC2044| RC2060 AIRPORT BCN DALLES MUN AIRPORT      APPROX. 6.7 KM 2225136.0 |
 RC2044| RC2091 FLAGPOLE ON BUTTE                   APPROX. 1.6 KM 2233123.4 |
 RC2044| RC2087 DALLES RADIO RNG CEN ANT POLE       APPROX. 5.8 KM 2425325.3 |
 RC2044| CF4141 BO RM 1                               7.650 METERS 27511     |
 RC2044|---------------------------------------------------------------------|
 RC2044
 RC2044                          SUPERSEDED SURVEY CONTROL
 RC2044
 RC2044  NAD 83(1991)-  45 39 41.03685(N)    121 06 53.08049(W) AD(       ) 3
 RC2044  NAD 83(1986)-  45 39 41.04929(N)    121 06 53.07192(W) AD(       ) 3
 RC2044  NAD 27      -  45 39 41.60600(N)    121 06 48.82300(W) AD(       ) 3
 RC2044
 RC2044.Superseded values are not recommended for survey control.
 RC2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2044.See file dsdata.txt to determine how the superseded data were derived.
 RC2044
 RC2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4686758156(NAD 83)
 RC2044_MARKER: Z = SEE DESCRIPTION
 RC2044_SETTING: 0 = UNSPECIFIED SETTING
 RC2044
 RC2044  HISTORY     - Date     Condition        Report By
 RC2044  HISTORY     - 1939     MONUMENTED       CGS
 RC2044  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2044
 RC2044                          STATION DESCRIPTION
 RC2044
 RC2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2044'STATION IS ON THE BROW OF A COMPARATIVELY LOW HILL, 4 FEET W OF A
 RC2044'N AND S WIRE FENCE AT THE W EDGE OF A CULTIVATED FIELD, AND
 RC2044'DIRECTLY N OF BIG EDDY.
 RC2044'
 RC2044'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 RC2044'SMALL IRREGULAR-SHAPED BOULDER SET FLUSH WITH THE GROUND.
 RC2044'
 RC2044'THE UNDERGROUND STATION MARK IS A STANDARD DISK SET IN A SMALL
 RC2044'STONE 2-1/2 FEET BELOW THE SURFACE OF THE GROUND.
 RC2044'
 RC2044'REFERENCE MARK NO.1 IS A STANDARD DISK WITH ARROW POINTING
 RC2044'TOWARD STATION SET IN THE TOP OF A 2 1/2-FOOT SECTION OF 4-INCH
 RC2044'CAST-IRON SOIL PIPE WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF
 RC2044'THE GROUND AND IS W OF THE STATION.
 RC2044'
 RC2044'REFERENCE MARK NO.2 IS A STANDARD DISK WITH ARROW POINTING TOWARD
 RC2044'STATION CEMENTED IN A DRILL HOLE IN A SMALL IRREGULAR-SHAPED
 RC2044'STONE WHICH PROJECTS 4 INCHES ABOVE SURFACE OF GROUND.  IT IS N
 RC2044'OF THE STATION, 1 FOOT W OF THE N AND S WIRE FENCE.
 RC2044'
 RC2044'STATION CAN BE REACHED AS FOLLOWS--FROM SMITHVILLE GROCERY
 RC2044'COMPANY STORE AT INTERSECTION OF THE DALLES FERRY ROAD AND
 RC2044'U.S. HIGHWAY 830 GO E ON U.S. HIGHWAY 830 2.2 MILES TO A HIGHWAY
 RC2044'SIGN, YAKIMA 99, GOLDENDALE 29, VANCOUVER 86, LYLE 8.  TURN LEFT
 RC2044'AND FOLLOW MAIN TRAVELED ROAD 1.7 MILES TO CROSSROADS AND SIGN
 RC2044'PACKER.  TURN LEFT AND GO 0.25 MILE TO A GATE.  PASS THRU GATE
 RC2044'AND TURN RIGHT FOLLOWING FENCE UP HILL 0.25 MILE TO STATION.
 RC2044
 RC2044                          STATION RECOVERY (1959)
 RC2044
 RC2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2044'SURFACE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 RC2044'CONDITION.  REFERENCE MARK 1 HAD BEEN PULLED OUT OF THE GROUND, AND
 RC2044'WAS RESTAMPED AS REFERENCE MARK 3 AND SET IN A NEW LOCATION.
 RC2044'
 RC2044'NEW DESCRIPTION FOLLOWS--
 RC2044'
 RC2044'STATION IS ON THE BROW OF A COMPARATIVELY LOW HILL, ABOUT 2
 RC2044'MILES EAST-NORTHEAST OF SMITHVILLE AND ABOUT 0.9 MILE
 RC2044'NORTH-NORTHWEST OF HORSETHIEF LAKE.  STATION IS AT THE EAST EDGE OF
 RC2044'A CULTIVATED FIELD, 4 FEET WEST OF A NORTH-SOUTH WIRE FENCE, AND
 RC2044'4-1/2 FEET SOUTH OF A STEEL WITNESS POST.
 RC2044'
 RC2044'STATION MARK IS A STANDARD DISK STAMPED BO 1939, CEMENTED IN A
 RC2044'DRILL HOLE IN A SMALL IRREGULAR-SHAPED BOULDER SET FLUSH WITH THE
 RC2044'GROUND.
 RC2044'
 RC2044'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BO NO 2 1939, CEMENTED
 RC2044'IN A DRILL HOLE IN A SMALL IRREGULAR-SHAPED STONE WHICH IS FLUSH
 RC2044'WITH THE SURFACE OF THE GROUND AND ABOUT 1 FOOT HIGHER THAN THE
 RC2044'STATION MARK.
 RC2044'
 RC2044'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BO NO 3 1939, SET
 RC2044'WITH CEMENT IN THE TOP OF A 4 INCH CAST-IRON SOIL PIPE PROJECTING
 RC2044'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND ABOUT 1/2 FOOT
 RC2044'HIGHER THAN STATION MARK.
 RC2044'
 RC2044'STATION CAN BE REACHED AS FOLLOWS--FROM SMITHVILLE GO EAST ON
 RC2044'U.S. HIGHWAY 830 FOR 1.3 MILES TO THE DALLES MOUNTAIN ROAD.  TURN
 RC2044'LEFT AND FOLLOW THIS ROAD FOR 2.0 MILES TO A WIRE GATE ON
 RC2044'LEFT.  TURN LEFT THROUGH GATE AND GO 0.25 MILE TO A GATE.  PASS
 RC2044'THROUGH GATE AND TURN WEST UP HILL 0.25 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5929 ***********************************************************************
 AA5929  DESIGNATION -  BOAT
 AA5929  PID         -  AA5929
 AA5929  STATE/COUNTY-  WA/KITTITAS
 AA5929  USGS QUAD   -  SNOQUALMIE PASS (1989)
 AA5929
 AA5929                         *CURRENT SURVEY CONTROL
 AA5929  ___________________________________________________________________
 AA5929* NAD 83(1998)-  47 22 36.99670(N)    121 23 20.99312(W)     ADJUSTED  
 AA5929* NAVD 88     -       763.2    (meters)    2504.     (feet)  GPS OBS   
 AA5929  ___________________________________________________________________
 AA5929  X           -  -2,253,944.030 (meters)                     COMP
 AA5929  Y           -  -3,694,123.818 (meters)                     COMP
 AA5929  Z           -   4,670,791.076 (meters)                     COMP
 AA5929  LAPLACE CORR-          10.45  (seconds)                    DEFLEC99
 AA5929  ELLIP HEIGHT-         743.57  (meters)          (07/05/01) GPS OBS
 AA5929  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 AA5929
 AA5929  HORZ ORDER  -  FIRST
 AA5929  ELLP ORDER  -  FOURTH    CLASS II
 AA5929
 AA5929.The horizontal coordinates were established by GPS observations
 AA5929.and adjusted by the National Geodetic Survey in July 2001..
 AA5929.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA5929.DATUM ITEM on the data sheet items page.
 AA5929
 AA5929.The orthometric height was determined by GPS observations and a
 AA5929.high-resolution geoid model.
 AA5929
 AA5929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5929
 AA5929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5929
 AA5929.The ellipsoidal height was determined by GPS observations
 AA5929.and is referenced to NAD 83.
 AA5929
 AA5929.The geoid height was determined by GEOID03.
 AA5929
 AA5929;                    North         East     Units Scale Factor Converg.
 AA5929;SPC WA S     -   227,536.987   432,851.504   MT  1.00001027   -0 38 45.2
 AA5929;SPC WA S     -   746,510.93  1,420,113.64   sFT  1.00001027   -0 38 45.2
 AA5929;UTM  10      - 5,248,311.801   621,599.416   MT  0.99978172   +1 11 07.6
 AA5929
 AA5929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5929!SPC WA S     -   0.99988346  x   1.00001027  =   0.99989373
 AA5929!UTM  10      -   0.99988346  x   0.99978172  =   0.99966521
 AA5929
 AA5929                          SUPERSEDED SURVEY CONTROL
 AA5929
 AA5929  NAD 83(1991)-  47 22 36.99517(N)    121 23 20.99471(W) AD(       ) 1
 AA5929  ELLIP H (06/21/95)  743.75   (m)                       GP(       ) 4 2
 AA5929
 AA5929.Superseded values are not recommended for survey control.
 AA5929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5929.See file dsdata.txt to determine how the superseded data were derived.
 AA5929
 AA5929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT2159948312(NAD 83)
 AA5929_MARKER: DD = SURVEY DISK
 AA5929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5929_STAMPING: BOAT 1988
 AA5929_MARK LOGO: EVANS 
 AA5929_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5929+STABILITY: SURFACE MOTION
 AA5929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5929+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004
 AA5929
 AA5929  HISTORY     - Date     Condition        Report By
 AA5929  HISTORY     - 1988     MONUMENTED       EVANS
 AA5929  HISTORY     - 20040824 GOOD             USPSQD
 AA5929
 AA5929                          STATION DESCRIPTION
 AA5929
 AA5929'DESCRIBED BY DAVID EVANS + ASSOC 1988
 AA5929'THE STATION IS LOCATED IN KITTITAS COUNTY, WASHINGTON, NEAR THE WEST
 AA5929'SHORE OF KEECHELUS LAKE, APPROXIMATELY 1.1 MI (1.8 KM) SOUTH OF THE
 AA5929'VILLAGE OF HYAK, AND APPROXIMATELY 14.5 MI (23.3 KM) NORTHWEST OF THE
 AA5929'VILLAGE OF EASTON.  TO REACH THE STATION FROM THE EXIT 54 OVERPASS ON
 AA5929'I-90, PROCEED SOUTHWEST ON THE OVERPASS ROAD FOR 0.1 MI (0.2 KM) TO
 AA5929'THE INTERSECTION WITH S.R. 906.  TURN LEFT AND PROCEED SOUTH AND EAST
 AA5929'ON S.R. 906 FOR 0.4 MI (0.6 KM) TO F.R. 2219 ON THE RIGHT, LEADING TO
 AA5929'THE BOAT RAMP AT KEECHELUS DAM. TURN RIGHT AND PROCEED SOUTH ON F.R.
 AA5929'2219 FOR 1.2 MI (1.9 KM) TO THE STATION IN THE APPROXIMATE CENTERLINE
 AA5929'OF THE PAVED ROAD. THE STATION IS A DAVID EVANS AND ASSOC. SURVEY DISK
 AA5929'STAMPED " BOAT 1988" AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 AA5929'IS 10 INCHES IN DIAMETER, AND FLUSH WITH THE PAVEMENT.  THE DISK IS
 AA5929'LOCATED AT THE CENTERLINE OF THE ROAD, APPROXIMATELY 400 FT (121.9 M)
 AA5929'SOUTHEAST OF THE GATE, APPROXIMATELY 110 FT (33.5 M) NORTHWEST OF THE
 AA5929'CENTERLINE OF THE ENTRANCE TO THE PARKING LOT, AND 11.4 FT (3.5 M)
 AA5929'SOUTHWEST OF AN ORANGE CARSONITE WITNESS POST.
 AA5929
 AA5929                          STATION RECOVERY (2004)
 AA5929
 AA5929'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AA5929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1915 ***********************************************************************
 TR1915  DESIGNATION -  BOAT HARBOR 2 RESET
 TR1915  PID         -  TR1915
 TR1915  STATE/COUNTY-  WA/SKAGIT
 TR1915  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1915
 TR1915                         *CURRENT SURVEY CONTROL
 TR1915  ___________________________________________________________________
 TR1915* NAD 83(1991)-  48 32 53.93939(N)    122 34 45.44810(W)     ADJUSTED  
 TR1915* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 TR1915  ___________________________________________________________________
 TR1915  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 TR1915  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 TR1915
 TR1915  HORZ ORDER  -  SECOND
 TR1915
 TR1915.The horizontal coordinates were established by classical geodetic methods
 TR1915.and adjusted by the National Geodetic Survey in December 1991..
 TR1915
 TR1915.The orthometric height was scaled from a topographic map.
 TR1915
 TR1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1915
 TR1915.The geoid height was determined by GEOID03.
 TR1915
 TR1915;                    North         East     Units Scale Factor Converg.
 TR1915;SPC WA N     -   173,611.501   371,108.788   MT  0.99997046   -1 17 59.6
 TR1915;SPC WA N     -   569,590.40  1,217,546.08   sFT  0.99997046   -1 17 59.6
 TR1915;UTM  10      - 5,377,331.686   531,048.961   MT  0.99961184   +0 18 55.2
 TR1915
 TR1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1915!SPC WA N     -   1.00000015  x   0.99997046  =   0.99997061
 TR1915!UTM  10      -   1.00000015  x   0.99961184  =   0.99961199
 TR1915
 TR1915:                Primary Azimuth Mark                     Grid Az
 TR1915:SPC WA N     -  WILLIAM POINT LIGHT                      021 07 39.6
 TR1915:UTM  10      -  WILLIAM POINT LIGHT                      019 30 44.8
 TR1915
 TR1915|---------------------------------------------------------------------|
 TR1915| PID    Reference Object                     Distance      Geod. Az  |
 TR1915|                                                           dddmmss.s |
 TR1915| TR1893 WILLIAM POINT LIGHT                 APPROX. 4.1 KM 0194940.0 |
 TR1915| TR1916 SAMISH ISLAND OYSTER CO WHSE S GABL APPROX. 4.0 KM 0423013.0 |
 TR1915| TR1885 EARLY                               APPROX. 4.1 KM 0743518.0 |
 TR1915| CF7618 BOAT HARBOR 2 RM 1                    4.247 METERS 14010     |
 TR1915| CR8037 BOAT HARBOR 2 RM 3                    4.238 METERS 14011     |
 TR1915| CF7619 BOAT HARBOR 2 RM 2                    6.157 METERS 24222     |
 TR1915| TR1896 JACK 2                              APPROX. 4.4 KM 3283615.2 |
 TR1915|---------------------------------------------------------------------|
 TR1915
 TR1915                          SUPERSEDED SURVEY CONTROL
 TR1915
 TR1915  NAD 83(1986)-  48 32 53.94366(N)    122 34 45.45391(W) AD(       ) 2
 TR1915  NAD 27      -  48 32 54.55700(N)    122 34 40.84300(W) AD(       ) 2
 TR1915
 TR1915.Superseded values are not recommended for survey control.
 TR1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1915.See file dsdata.txt to determine how the superseded data were derived.
 TR1915
 TR1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3104977332(NAD 83)
 TR1915_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1915_SETTING: 66 = SET IN ROCK OUTCROP
 TR1915_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 TR1915_STAMPING: BOAT HARBOR 2 1939 1984
 TR1915_PROJECTION: FLUSH
 TR1915_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR1915+STABILITY: POSITION/ELEVATION WELL
 TR1915
 TR1915  HISTORY     - Date     Condition        Report By
 TR1915  HISTORY     - 1984     MONUMENTED       NOS
 TR1915  HISTORY     - 19880125 GOOD             USCG
 TR1915
 TR1915                          STATION DESCRIPTION
 TR1915
 TR1915'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR1915'THE STATION WAS RECOVERED AT THIS DATE.
 TR1915'THE STATION DISK AND REFERENCE MARK 1 WERE FOUND TO BE MISSING, BUT
 TR1915'THEIR DRILL HOLES IN THE BEDROCK WERE FOUND. REFERENCE MARK 2 WAS
 TR1915'RECOVERED IN GOOD CONDITION. THE STATION MARK WAS RESET IN THE OLD
 TR1915'DRILL HOLE. THE OLD DRILL HOLE FOR REFERENCE MARK 1 WAS DEEPENED,
 TR1915'REFERENCE MARK 3 WAS CEMENTED IN IT.
 TR1915'
 TR1915'THE STATION IS A STANDARD CGS DISK,
 TR1915'STAMPED---BOAT HARBOR 2 1939 1984---, CEMENTED IN THE OLD DRILL
 TR1915'IN THE BARE BEDROCK.
 TR1915'
 TR1915'REFERENCE MARK 2 IS A STANDARD CGS DISK,
 TR1915'STAMPED---NO 2 1939---, SET IN A DRILL HOLE IN BEDROCK.
 TR1915'
 TR1915'REFERENCE MARK 3 IS AN ALUMINUM NOS DISK,
 TR1915'STAMPED---BOAT HARBOR 2 1939 RM 3 1984---,SET IN THE OLD DRILL HOLE
 TR1915'THAT ORIGINALLY HELD REFERENCE MARK 1.
 TR1915'
 TR1915'THE STATION WAS REACHED BY SMALL BOAT, LANDING AT THE NORTHEAST
 TR1915'CORNER OF BOAT HARBOR AND PACKING NORTHEAST ALONG A TRAIL TO THE
 TR1915'CREST OF THE ROCKY POINT AND THE STATION, ABOUT 21 METERS ABOVE SEA
 TR1915'LEVEL.
 TR1915'
 TR1915'DESCRIBED BY R.B. MELBY.
 TR1915
 TR1915                          STATION RECOVERY (1988)
 TR1915
 TR1915'RECOVERY NOTE BY US COAST GUARD 1988 (QV)
 TR1915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3762 ***********************************************************************
 SY3762  DESIGNATION -  BOATHOUSE WEST GABLE
 SY3762  PID         -  SY3762
 SY3762  STATE/COUNTY-  WA/KING
 SY3762  USGS QUAD   -  
 SY3762
 SY3762                         *CURRENT SURVEY CONTROL
 SY3762  ___________________________________________________________________
 SY3762* NAD 83(1991)-  47 38 24.50690(N)    122 14 31.22290(W)     ADJUSTED  
 SY3762* NAVD 88     -                                                        
 SY3762  ___________________________________________________________________
 SY3762  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 SY3762  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY3762
 SY3762  HORZ ORDER  -  THIRD
 SY3762
 SY3762.The horizontal coordinates were established by classical geodetic methods
 SY3762.and adjusted by the National Geodetic Survey in December 1991..
 SY3762
 SY3762
 SY3762.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3762
 SY3762.The geoid height was determined by GEOID03.
 SY3762
 SY3762;                    North         East     Units Scale Factor Converg.
 SY3762;SPC WA N     -    72,140.830   394,156.665   MT  0.99997681   -1 02 55.6
 SY3762;SPC WA N     -   236,682.04  1,293,162.33   sFT  0.99997681   -1 02 55.6
 SY3762;UTM  10      - 5,276,582.924   556,934.866   MT  0.99963983   +0 33 36.4
 SY3762
 SY3762                          SUPERSEDED SURVEY CONTROL
 SY3762
 SY3762  NAD 83(1986)-  47 38 24.50045(N)    122 14 31.22855(W) AD(       ) 4
 SY3762  NAD 27      -  47 38 25.14600(N)    122 14 26.78600(W) AD(       ) 3
 SY3762
 SY3762.Superseded values are not recommended for survey control.
 SY3762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3762.See file dsdata.txt to determine how the superseded data were derived.
 SY3762
 SY3762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5693576583(NAD 83)
 SY3762
 SY3762  HISTORY     - Date     Condition        Report By
 SY3762  HISTORY     - 1919     MONUMENTED       CGS
 SY3762
 SY3762                          STATION DESCRIPTION
 SY3762
 SY3762'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3762'THIS STATION IS A LARGE BOATHOUSE EXTENDING E AND W, LOCATED ON E
 SY3762'SHORE OF LAKE ABOUT 1/4 MILE S OF FAIRWEATHER POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2192 ***********************************************************************
 RD2192  DESIGNATION -  BOB
 RD2192  PID         -  RD2192
 RD2192  STATE/COUNTY-  WA/SKAMANIA
 RD2192  USGS QUAD   -  BRIDAL VEIL (1994)
 RD2192
 RD2192                         *CURRENT SURVEY CONTROL
 RD2192  ___________________________________________________________________
 RD2192* NAD 83(1991)-  45 34 54.45930(N)    122 10 12.26096(W)     ADJUSTED  
 RD2192* NAVD 88     -        19.0    (meters)      62.     (feet)  VERT ANG  
 RD2192  ___________________________________________________________________
 RD2192  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 RD2192  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 RD2192
 RD2192  HORZ ORDER  -  THIRD
 RD2192
 RD2192.The horizontal coordinates were established by classical geodetic methods
 RD2192.and adjusted by the National Geodetic Survey in December 1991..
 RD2192
 RD2192.The orthometric height was determined by vertical angle observations.
 RD2192
 RD2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2192
 RD2192.The geoid height was determined by GEOID03.
 RD2192
 RD2192;                    North         East     Units Scale Factor Converg.
 RD2192;SPC WA S     -    28,996.983   369,660.571   MT  1.00006649   -1 12 47.3
 RD2192;SPC WA S     -    95,134.27  1,212,794.72   sFT  1.00006649   -1 12 47.3
 RD2192;SPC OR N     -   214,161.381 2,369,679.136   MT  0.99992055   -1 11 03.8
 RD2192;SPC OR N     -   702,629.20  7,774,537.85   iFT  0.99992055   -1 11 03.8
 RD2192;UTM  10      - 5,047,918.610   564,745.590   MT  0.99965154   +0 35 34.1
 RD2192
 RD2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2192!SPC WA S     -   1.00000050  x   1.00006649  =   1.00006699
 RD2192!SPC OR N     -   1.00000050  x   0.99992055  =   0.99992105
 RD2192!UTM  10      -   1.00000050  x   0.99965154  =   0.99965204
 RD2192
 RD2192|---------------------------------------------------------------------|
 RD2192| PID    Reference Object                     Distance      Geod. Az  |
 RD2192|                                                           dddmmss.s |
 RD2192| CE2329 BOB RM 2                              6.950 METERS 00558     |
 RD2192| RD2218 FASHION REEF LIGHT                  APPROX. 3.1 KM 0840318.7 |
 RD2192| RD2143 MULTNOMAH FALLS CREST               APPROX. 4.3 KM 0984205.7 |
 RD2192| RD2187 DOLPHIN NEAR WED                    APPROX. 1.3 KM 1282116.1 |
 RD2192| RD2188 ANGEL RESET                         APPROX. 1.7 KM 1395752.1 |
 RD2192| RD2228 BARN DOWNSTREAM GABLE               APPROX. 3.9 KM 2055904.7 |
 RD2192| RD2222 PORTLAND SPOKANE AWY BCN 2          APPROX. 3.5 KM 2195327.8 |
 RD2192| RD2237 PHOCA ROCK HIGHEST POINT            APPROX. 1.4 KM 2203134.2 |
 RD2192| RD2225 ROCK SHED SE COR ROOF               APPROX. 2.0 KM 2531703.2 |
 RD2192| CE2328 BOB RM 1                              7.290 METERS 28629     |
 RD2192|---------------------------------------------------------------------|
 RD2192
 RD2192                          SUPERSEDED SURVEY CONTROL
 RD2192
 RD2192  NAD 83(1991)-  45 34 54.45931(N)    122 10 12.26097(W) AD(       ) 3
 RD2192  NAD 83(1986)-  45 34 54.46937(N)    122 10 12.26784(W) AD(       ) 3
 RD2192  NAD 27      -  45 34 55.03900(N)    122 10 07.94800(W) AD(       ) 3
 RD2192
 RD2192.Superseded values are not recommended for survey control.
 RD2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2192.See file dsdata.txt to determine how the superseded data were derived.
 RD2192
 RD2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6474647919(NAD 83)
 RD2192_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2192_PROJECTION: FLUSH
 RD2192_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD2192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD2192+STABILITY: POSITION/ELEVATION WELL
 RD2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD2192+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1993
 RD2192
 RD2192  HISTORY     - Date     Condition        Report By
 RD2192  HISTORY     - 1938     MONUMENTED       USE
 RD2192  HISTORY     - 1946     GOOD             CGS
 RD2192  HISTORY     - 19930326 GOOD             MGSINC
 RD2192
 RD2192                          STATION DESCRIPTION
 RD2192
 RD2192'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD2192'ON THE N SHORE OF THE COLUMBIA RIVER, ABOUT 1-1/4 MILES E OF THE E
 RD2192'PORTAL OF THE RAILROAD TUNNEL AT CAPE HORN.  ON A POINT COVERED
 RD2192'WITH BRUSH AND ABOUT 50 FEET ABOVE ORDINARY RIVER STAGE.
 RD2192'
 RD2192'STATION IS MARKED BY U.S. ENGINEERS IRON PIPE IN CONCRETE.
 RD2192'
 RD2192'REFERENCE MARKS NO.1 AND NO.2 WERE ADDED, MARKED BY COAST AND
 RD2192'GEODETIC SURVEY STANDARD DISKS, STAMPED BOB (USE), CEMENTED IN 2
 RD2192'1/2-FOOT LENGTHS OF 4-INCH CAST-IRON SOIL PIPE.
 RD2192
 RD2192                          STATION RECOVERY (1946)
 RD2192
 RD2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2192'STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.
 RD2192'
 RD2192'STATION IS ON THE N SHORE OF THE COLUMBIA RIVER, ABOUT 1-1/4 MILES
 RD2192'E OF THE E PORTAL OF THE RAILWAY TUNNEL AT CAPE HORN.  IT IS
 RD2192'MARKED BY A SECTION OF 1-1/4-INCH IRON PIPE SET IN A CONCRETE POST,
 RD2192'WITH BOB USED 1935 STAMPED IN THE TOP OF CONCRETE POST.
 RD2192'
 RD2192'REFERENCE MARKS 1 AND 2 WHICH WERE ADDED IN 1938 ARE BRONZE DISKS.
 RD2192'REFERENCE MARK 1 IS 7.290 METERS (23.91 FEET) NW OF THE STATION
 RD2192'AND IS STAMPED BOB USE 1938.  REFERENCE MARK 2 IS 6.950 METERS
 RD2192'(22.80 FEET) NE OF THE STATION AND IS STAMPED BOB USE 1938.
 RD2192
 RD2192                          STATION RECOVERY (1993)
 RD2192
 RD2192'RECOVERY NOTE BY MINISTER AND GLAESER 1993 (DRP)
 RD2192'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1059 ***********************************************************************
 TP1059  DESIGNATION -  BOB IS
 TP1059  PID         -  TP1059
 TP1059  STATE/COUNTY-  WA/FERRY
 TP1059  USGS QUAD   -  NINEMILE FLAT (1994)
 TP1059
 TP1059                         *CURRENT SURVEY CONTROL
 TP1059  ___________________________________________________________________
 TP1059* NAD 83(1991)-  48 00 30.88470(N)    118 23 53.15507(W)     ADJUSTED  
 TP1059* NAVD 88     -                                                        
 TP1059  ___________________________________________________________________
 TP1059  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 TP1059  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 TP1059
 TP1059  HORZ ORDER  -  THIRD
 TP1059
 TP1059.The horizontal coordinates were established by classical geodetic methods
 TP1059.and adjusted by the National Geodetic Survey in December 1991..
 TP1059
 TP1059
 TP1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1059
 TP1059.The geoid height was determined by GEOID03.
 TP1059
 TP1059;                    North         East     Units Scale Factor Converg.
 TP1059;SPC WA N     -   115,010.316   681,659.634   MT  0.99994407   +1 48 47.1
 TP1059;SPC WA N     -   377,329.68  2,236,411.65   sFT  0.99994407   +1 48 47.1
 TP1059;UTM  11      - 5,318,199.408   395,726.493   MT  0.99973360   -1 02 21.2
 TP1059
 TP1059                          SUPERSEDED SURVEY CONTROL
 TP1059
 TP1059  NAD 83(1986)-  48 00 30.89571(N)    118 23 53.15030(W) AD(       ) 4
 TP1059  NAD 27      -  48 00 31.32200(N)    118 23 49.17100(W) AD(       ) 3
 TP1059
 TP1059.Superseded values are not recommended for survey control.
 TP1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1059.See file dsdata.txt to determine how the superseded data were derived.
 TP1059
 TP1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP9572618199(NAD 83)
 TP1059
 TP1059  HISTORY     - Date     Condition        Report By
 TP1059  HISTORY     - 1936     MONUMENTED       BOR
 TP1059
 TP1059                          STATION DESCRIPTION
 TP1059
 TP1059'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP1059'STATION IS LOCATED IN SE 1/4 SEC. 16, T. 29 N., R. 35 E. WM, ON
 TP1059'GRANITE BLUFF ABOVE TRIANGULATION STATION NINE MILE, IN THE LOCALITY
 TP1059'OF NINE MILE CREEK.
 TP1059'
 TP1059'TEN FEET N OF STATION IS WHITE CLOTH-WRAPPED TREE TRUNK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1076 ***********************************************************************
 SB1076  DESIGNATION -  BOCK
 SB1076  PID         -  SB1076
 SB1076  STATE/COUNTY-  WA/KITTITAS
 SB1076  USGS QUAD   -  KITTITAS (1978)
 SB1076
 SB1076                         *CURRENT SURVEY CONTROL
 SB1076  ___________________________________________________________________
 SB1076* NAD 83(1991)-  46 55 36.93132(N)    120 24 04.90406(W)     ADJUSTED  
 SB1076* NAVD 88     -       488.     (meters)    1601.     (feet)  SCALED    
 SB1076  ___________________________________________________________________
 SB1076  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 SB1076  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 SB1076
 SB1076  HORZ ORDER  -  THIRD
 SB1076
 SB1076.The horizontal coordinates were established by classical geodetic methods
 SB1076.and adjusted by the National Geodetic Survey in December 1991..
 SB1076
 SB1076.The orthometric height was scaled from a topographic map.
 SB1076
 SB1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1076
 SB1076.The geoid height was determined by GEOID03.
 SB1076
 SB1076;                    North         East     Units Scale Factor Converg.
 SB1076;SPC WA S     -   177,134.666   507,511.706   MT  0.99993238   +0 04 17.9
 SB1076;SPC WA S     -   581,149.32  1,665,061.32   sFT  0.99993238   +0 04 17.9
 SB1076;UTM  10      - 5,200,321.840   697,827.650   MT  1.00008103   +1 53 55.9
 SB1076
 SB1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1076!SPC WA S     -   0.99992670  x   0.99993238  =   0.99985908
 SB1076!UTM  10      -   0.99992670  x   1.00008103  =   1.00000772
 SB1076
 SB1076:                Primary Azimuth Mark                     Grid Az
 SB1076:SPC WA S     -  BOCK AZ MK                               089 21 12.4
 SB1076:UTM  10      -  BOCK AZ MK                               087 31 34.4
 SB1076
 SB1076|---------------------------------------------------------------------|
 SB1076| PID    Reference Object                     Distance      Geod. Az  |
 SB1076|                                                           dddmmss.s |
 SB1076| CF4554 BOCK AZ MK                                         0892530.3 |
 SB1076| CF4555 BOCK RM 1                            20.768 METERS 15620     |
 SB1076| CF4556 BOCK RM 2                            18.951 METERS 27751     |
 SB1076|---------------------------------------------------------------------|
 SB1076
 SB1076                          SUPERSEDED SURVEY CONTROL
 SB1076
 SB1076  NAD 83(1986)-  46 55 36.93656(N)    120 24 04.88881(W) AD(       ) 3
 SB1076  NAD 27      -  46 55 37.47850(N)    120 24 00.65710(W) AD(       ) 3
 SB1076
 SB1076.Superseded values are not recommended for survey control.
 SB1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1076.See file dsdata.txt to determine how the superseded data were derived.
 SB1076
 SB1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9782800322(NAD 83)
 SB1076_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SB1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB1076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SB1076
 SB1076  HISTORY     - Date     Condition        Report By
 SB1076  HISTORY     - 1957     MONUMENTED       CGS
 SB1076
 SB1076                          STATION DESCRIPTION
 SB1076
 SB1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SB1076'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF ELLENSBURG, 3-1/2
 SB1076'MILES SOUTH OF KITTITAS AND ON THE PROPERTY OF MR. HANK SWANSON.
 SB1076'
 SB1076'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN
 SB1076'ELLENSBURG, GO SOUTH ON HIGHWAY 97 FOR 5.5 MILES TO THE THRALL ROAD
 SB1076'ON THE LEFT.  TURN LEFT AND GO EAST ON THE THRALL ROAD FOR 5.3
 SB1076'MILES TO A PAVED CROSSROAD AND THE STATION IN THE NORTHEAST
 SB1076'QUADRANT OF THE INTERSECTION.
 SB1076'
 SB1076'THE STATION MARK IS A STANDARD DISK, STAMPED BOCK 1957, SET IN THE
 SB1076'TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 7 INCHES
 SB1076'BELOW THE SURFACE OF THE GROUND.  IT IS 35 FEET NORTH OF THE CENTER
 SB1076'OF AN EAST-WEST ROAD, 33 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 SB1076'ROAD, 6 FEET NORTHEAST OF A POWER LINE POLE, 4 FEET NORTHEAST OF A
 SB1076'FENCE CORNER AND 4 FEET SOUTHEAST OF A WHITE WITNESS POST.
 SB1076'
 SB1076'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOCK NO 1 1957, SET IN
 SB1076'THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 SB1076'INCHES.  IT IS 27-1/2 FEET WEST OF A TELEPHONE POLE, 26 FEET SOUTH OF
 SB1076'THE CENTER OF THE EAST-WEST ROAD, 2-1/2 FEET EAST OF A WHITE
 SB1076'WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
 SB1076'
 SB1076'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOCK NO 2 1957, SET IN
 SB1076'THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 SB1076'INCHES.  IT IS 30 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 12
 SB1076'FEET NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WITNESS POST
 SB1076'AND 1 FOOT EAST OF A WIRE FENCE.
 SB1076'
 SB1076'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOCK 1957, SET IN THE
 SB1076'TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 SB1076'IT IS 25-1/2 FEET NORTH OF THE CENTER OF THE ROAD, 2-1/2 FEET NORTH
 SB1076'OF A WHITE WITNESS POST, 1-1/2 FEET SOUTH OF A WIRE FENCE AND ON THE
 SB1076'ROAD RIGHT-OF-WAY.
 SB1076'
 SB1076'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE EAST-WEST
 SB1076'ROAD FOR 0.65 MILE TO THE MARK ON THE LEFT, NORTH, SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0685 ***********************************************************************
 SW0685  DESIGNATION -  BOCK 2
 SW0685  PID         -  SW0685
 SW0685  STATE/COUNTY-  WA/GRANT
 SW0685  USGS QUAD   -  WINCHESTER SW (1978)
 SW0685
 SW0685                         *CURRENT SURVEY CONTROL
 SW0685  ___________________________________________________________________
 SW0685* NAD 83(1991)-  47 06 12.11459(N)    119 41 08.33484(W)     ADJUSTED  
 SW0685* NAVD 88     -       366.91   (+/-2cm)    1203.8    (feet)  VERTCON   
 SW0685  ___________________________________________________________________
 SW0685  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 SW0685  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SW0685
 SW0685  HORZ ORDER  -  SECOND
 SW0685  VERT ORDER  -  THIRD ? (See Below)
 SW0685
 SW0685.The horizontal coordinates were established by classical geodetic methods
 SW0685.and adjusted by the National Geodetic Survey in December 1991..
 SW0685
 SW0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0685.The vertical order pertains to the NGVD 29 superseded value.
 SW0685
 SW0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0685
 SW0685.The geoid height was determined by GEOID03.
 SW0685
 SW0685;                    North         East     Units Scale Factor Converg.
 SW0685;SPC WA S     -   197,062.959   561,812.913   MT  0.99995551   +0 35 29.5
 SW0685;SPC WA S     -   646,530.72  1,843,214.53   sFT  0.99995551   +0 35 29.5
 SW0685;UTM  11      - 5,220,150.791   296,221.520   MT  1.00011039   -1 58 05.3
 SW0685
 SW0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0685!SPC WA S     -   0.99994574  x   0.99995551  =   0.99990125
 SW0685!UTM  11      -   0.99994574  x   1.00011039  =   1.00005612
 SW0685
 SW0685|---------------------------------------------------------------------|
 SW0685| PID    Reference Object                     Distance      Geod. Az  |
 SW0685|                                                           dddmmss.s |
 SW0685| SW0686 BOCK 2 RM 3                           9.375 METERS 08654     |
 SW0685| SW0694 LEVEE 2                             APPROX. 4.3 KM 2693711.9 |
 SW0685| SW0687 BOCK 2 RM 4                           6.615 METERS 27405     |
 SW0685| SW0684 BOCK                                  4.599 METERS 34114     |
 SW0685|---------------------------------------------------------------------|
 SW0685
 SW0685                          SUPERSEDED SURVEY CONTROL
 SW0685
 SW0685  NAD 83(1986)-  47 06 12.12339(N)    119 41 08.32342(W) AD(       ) 2
 SW0685  NAD 27      -  47 06 12.63221(N)    119 41 04.16910(W) AD(       ) 2
 SW0685  NGVD 29 (07/19/86)  365.79   (m)         1200.1    (f) LEVELING    3  
 SW0685
 SW0685.Superseded values are not recommended for survey control.
 SW0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0685.See file dsdata.txt to determine how the superseded data were derived.
 SW0685
 SW0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9622220151(NAD 83)
 SW0685_MARKER: DS = TRIANGULATION STATION DISK
 SW0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0685_STAMPING: BOCK 2 1970
 SW0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0685+STABILITY: SURFACE MOTION
 SW0685
 SW0685  HISTORY     - Date     Condition        Report By
 SW0685  HISTORY     - 1970     MONUMENTED       NGS
 SW0685  HISTORY     - 1970     GOOD             CGS
 SW0685  HISTORY     - 1973     GOOD             NGS
 SW0685
 SW0685                          STATION DESCRIPTION
 SW0685
 SW0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SW0685'THIS STATION WAS ESTABLISHED TO REPLACE STATION BOCK 1958, WHICH
 SW0685'WAS IN THE WAY OF PROPOSED HIGHWAY CONSTRUCTION.
 SW0685'
 SW0685'THE STATION IS 16.5 MILES WEST OF THE MAE VALLEY ROAD OVERPASS
 SW0685'ON INTERSTATE HIGHWAY 90 AT THE SOUTHWEST EDGE OF MOSES LAKE, 8.8
 SW0685'MILES EAST OF THE INTERCHANGE AT GEORGE, 6.25 MILES WEST OF THE
 SW0685'DODSON ROAD OVERPASS, 3.9 MILES EAST OF THE ADAMS ROAD OVERPASS,
 SW0685'105 FEET SOUTH OF THE CENTER OF THE EAST-BOUND LANES OF
 SW0685'INTERSTATE HIGHWAY 90, ON THE FIRST RISE ABOUT 0.1 MILE WEST OF A
 SW0685'FENCE WHICH RUNS SOUTH FROM THE HIGHWAY AND IN THE NORTHEAST 1/4
 SW0685'OF SEC. 33, T19N, R25E.
 SW0685'
 SW0685'TO REACH THE STATION FROM THE INTERCHANGE AT GEORGE, GO EAST ON
 SW0685'INTERSTATE HIGHWAY 90 FOR 4.9 MILES TO THE ADAMS ROAD OVERPASS,
 SW0685'CONTINUE EAST ON THE FREEWAY FOR 3.9 MILES TO A RISE ON THE RIGHT
 SW0685'AND THE STATION, 0.1 MILE WEST OF A FENCE AND 2.5 FEET SOUTH OF
 SW0685'THE SOUTH RIGHT-OF-WAY FENCE.
 SW0685'
 SW0685'THE STATION MARK, STAMPED BOCK 2 1970, IS A STANDARD DISK SET
 SW0685'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, 4.9 FEET
 SW0685'WEST-SOUTHWEST OF A METAL FENCEPOST, 2.5 FEET SOUTH OF THE FENCE,
 SW0685'AND 2.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 SW0685'
 SW0685'REFERENCE MARK NO. 3, STAMPED BOCK 2 NO 3 1970, IS A STANDARD
 SW0685'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SW0685'1.5 FEET WEST-SOUTHWEST OF A METAL FENCE POST AND 0.7 FEET SOUTH
 SW0685'OF A RIGHT-OF-WAY FENCE.
 SW0685'
 SW0685'REFERENCE MARK NO. 4, STAMPED BOCK 2 NO 4 1970, IS A STANDARD
 SW0685'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 SW0685'IS 1.7 FEET EAST-SOUTHEAST OF A METAL FENCE POST AND 0.7 FEET
 SW0685'SOUTH OF THE RIGHT-OF-WAY FENCE.
 SW0685'
 SW0685'TRIANGULATION STATIONS LEVEE 2 OR SAND 2 WILL SERVE AS AN AZIMUTH
 SW0685'MARK FOR THIS STATION.
 SW0685
 SW0685                          STATION RECOVERY (1970)
 SW0685
 SW0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 SW0685'9.0 MI E FROM GEORGE.
 SW0685'THE MARK IS IN SECTION 33 T 19 N, R 25 E., 8.8 MILES EAST ALONG
 SW0685'INTERSTATE HIGHWAY 90 FROM THE INTERCHANGE AT GEORGE, 3.9 MILES EAST
 SW0685'OF THE ADAMS ROAD OVERPASS, 0.1 MILE WEST OF A FENCE WHICH RUNS SOUTH
 SW0685'FROM THE FREEWAY, 105 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANES
 SW0685'OF THE FREEWAY, 2.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND 2.3 FEET
 SW0685'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS A TRIANGULATION
 SW0685'STATION DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 SW0685
 SW0685                          STATION RECOVERY (1973)
 SW0685
 SW0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SW0685'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SW0685'CONDITION.  HOWEVER, SAND HAS BUILT UP ALONG THE FENCELINE,
 SW0685'LEAVING THE STATION MARK AND REFERENCE MARK NO. 4 BURIED.  A
 SW0685'COMPLETE NEW DESCRIPTION FOLLOWS--
 SW0685'
 SW0685'THE STATION IS 16.5 MILES WEST OF THE MAE VALLEY ROAD OVERPASS,
 SW0685'8.8 MILES EAST OF THE INTERCHANGE AT GEORGE, 6.25 MILES WEST OF
 SW0685'THE DODSON ROAD OVERPASS, 3.9 MILES EAST OF ADAMS ROAD OVERPASS,
 SW0685'ON THE FIRST RISE, AND ABOUT 0.15 MILE WEST OF COUNTY ROAD I-NW,
 SW0685'105 FEET SOUTH OF THE CENTER OF THE EAST-BOUND LANES OF I-90 AND
 SW0685'IN THE NORTHEAST QUARTER OF SECTION 33, T 19 N, R 25 E.
 SW0685'
 SW0685'TO REACH FROM THE INTERCHANGE AT GEORGE, GO EAST ON INTERSTATE
 SW0685'HIGHWAY 90 FOR 5.0 MILES, KEEP RIGHT ON EXIT TO ADAMS ROAD, GO 0.1
 SW0685'MILE AND KEEP LEFT ON COUNTY ROAD 1-NW, WHICH IS A FRONTAGE ROAD
 SW0685'ALONG THE SOUTH SIDE OF INTERSTATE HIGHWAY 90.  GO EAST ON 1-NW
 SW0685'FOR 4.0 MILES TO A LOW RISE AND THE STATION ON THE LEFT, NORTH
 SW0685'SIDE OF FRONTAGE ROAD.
 SW0685'
 SW0685'THE STATION MARK, STAMPED BOCK 2 1970, IS A STANDARD DISK SET
 SW0685'IN A ROUND CONCRETE POST 8 INCHES BELOW GROUND, 37.5 FEET NORTH
 SW0685'OF THE CENTER OF THE FRONTAGE ROAD, 4.9 FEET WEST-SOUTHWEST OF
 SW0685'A METAL FENCEPOST, 2.5 FEET SOUTH OF THE FENCE AND 2.3 FEET
 SW0685'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 SW0685'
 SW0685'REFERENCE MARK NO. 3, STAMPED BOCK 2 NO 3 1970, IS A STANDARD
 SW0685'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 SW0685'1.5 FEET WEST-SOUTHWEST OF A METAL FENCE POST AND 0.7 FEET SOUTH
 SW0685'OF THE RIGHT-OF-WAY FENCE.
 SW0685'
 SW0685'REFERENCE MARK NO. 4, STAMPED BOCK 2 NO 4 1970, IS A STANDARD
 SW0685'DISK SET IN A ROUND CONCRETE POST ABOUT 1 FOOT BELOW GROUND.  IT
 SW0685'IS 1.7 FEET EAST-SOUTHEAST OF A METAL FENCE POST AND 0.7 FEET
 SW0685'SOUTH OF THE RIGHT-OF-WAY FENCE.
 SW0685'
 SW0685'EITHER OF THE TRIANGULATION STATIONS IN THE BOX SCORE, OR SAND 2,
 SW0685'WILL SERVE AS AN AZIMUTH MARK FOR THIS STATION.  STATION DESERTED
 SW0685'2 WOULD BE VISIBLE FROM 8 OR 10 FEET ABOVE GROUND.
 SW0685'
 SW0685'HEIGHT OF LIGHT ABOVE STATION MARK 12 FEET.
 SW0685'
 SW0685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SW0685'9 MILES EAST OF GEORGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1108 ***********************************************************************
 TP1108  DESIGNATION -  BODIE
 TP1108  PID         -  TP1108
 TP1108  STATE/COUNTY-  WA/FERRY
 TP1108  USGS QUAD   -  BODIE MOUNTAIN (1992)
 TP1108
 TP1108                         *CURRENT SURVEY CONTROL
 TP1108  ___________________________________________________________________
 TP1108* NAD 83(1991)-  48 49 38.72384(N)    118 49 58.07266(W)     ADJUSTED  
 TP1108* NAVD 88     -      1750.87   (+/-2cm)    5744.3    (feet)  VERTCON   
 TP1108  ___________________________________________________________________
 TP1108  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 TP1108  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 TP1108
 TP1108  HORZ ORDER  -  FIRST
 TP1108  VERT ORDER  -  THIRD ? (See Below)
 TP1108
 TP1108.The horizontal coordinates were established by classical geodetic methods
 TP1108.and adjusted by the National Geodetic Survey in December 1991..
 TP1108
 TP1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1108.The vertical order pertains to the NGVD 29 superseded value.
 TP1108
 TP1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1108
 TP1108.The geoid height was determined by GEOID03.
 TP1108
 TP1108;                    North         East     Units Scale Factor Converg.
 TP1108;SPC WA N     -   205,095.954   646,874.087   MT  1.00001906   +1 29 22.0
 TP1108;SPC WA N     -   672,885.64  2,122,286.07   sFT  1.00001906   +1 29 22.0
 TP1108;UTM  11      - 5,409,891.261   365,485.023   MT  0.99982229   -1 22 47.3
 TP1108
 TP1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1108!SPC WA N     -   0.99972835  x   1.00001906  =   0.99974741
 TP1108!UTM  11      -   0.99972835  x   0.99982229  =   0.99955069
 TP1108
 TP1108|---------------------------------------------------------------------|
 TP1108| PID    Reference Object                     Distance      Geod. Az  |
 TP1108|                                                           dddmmss.s |
 TP1108| CF1988 BODIE RM 1                           19.662 METERS 10810     |
 TP1108| CF1989 BODIE RM 2                           12.596 METERS 14734     |
 TP1108| CS4679 BODIE LOH                             9.247 METERS 15223     |
 TP1108| TP1107 BODIE USGS 1925                       2.448 METERS 22528     |
 TP1108| CS4678 TERODA                                2.447 METERS 22715     |
 TP1108| TP1109 BONEPARTE                           APPROX.21.8 KM 2574007.3 |
 TP1108|---------------------------------------------------------------------|
 TP1108
 TP1108                          SUPERSEDED SURVEY CONTROL
 TP1108
 TP1108  NAD 83(1986)-  48 49 38.72346(N)    118 49 58.07206(W) AD(       ) 1
 TP1108  NAD 27      -  48 49 39.12800(N)    118 49 53.94200(W) AD(       ) 1
 TP1108  NGVD 29 (07/19/86) 1749.50   (m)         5739.8    (f) LEVELING    3  
 TP1108
 TP1108.Superseded values are not recommended for survey control.
 TP1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1108.See file dsdata.txt to determine how the superseded data were derived.
 TP1108
 TP1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ6548509891(NAD 83)
 TP1108_MARKER: DS = TRIANGULATION STATION DISK
 TP1108_SETTING: 66 = SET IN ROCK OUTCROP
 TP1108_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TP1108
 TP1108  HISTORY     - Date     Condition        Report By
 TP1108  HISTORY     - 1925     MONUMENTED       CGS
 TP1108  HISTORY     - 1956     GOOD             USGS
 TP1108  HISTORY     - 1957     GOOD             USGS
 TP1108
 TP1108                          STATION DESCRIPTION
 TP1108
 TP1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TP1108'IN THE COLVILLE NATIONAL FOREST, ABOUT 14 MILES NORTH BY WEST OF
 TP1108'REPUBLIC, WASHINGTON.  THE STATION IS ABOUT 8 METERS NORTHWEST
 TP1108'OF THE BODIE LOOKOUT HOUSE OF THE U.S. FOREST SERVICE AND NEAR
 TP1108'THE NORTHWEST EDGE OF THE RIMROCK ON THE SUMMIT OF THE
 TP1108'MOUNTAIN.  THE MOUNTAIN IS WOODED ON THE NORTH SIDE, OPEN ON THE
 TP1108'SOUTH SIDE, AND THE SUMMIT IS LIGHTLY WOODED.
 TP1108'
 TP1108'STATION MARK--A STANDARD U.S.C. AND G.S. BRONZE-DISK STATION
 TP1108'MARK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  REFERENCE MARK
 TP1108'NO. 1 IS A STANDARD U.S.C. AND G.S. BRONZE-DISK REFERENCE MARK,
 TP1108'WITH THE ARROW POINTING TOWARD THE STATION, WEDGED IN A DRILL HOLE
 TP1108'IN OUTCROPPING BEDROCK NEAR THE SOUTHEAST SIDE OF THE RIMROCK,
 TP1108'AND IS 19.662 METERS FROM THE STATION S 71 DEG 50 MIN E.
 TP1108'REFERENCE MARK NO. 2 IS A LIKE MARK SET IN THE SAME
 TP1108'MANNER JUST SOUTHWEST OF THE LOOKOUT HOUSE AND IS 12.596
 TP1108'METERS FROM THE STATION S 12 DEG 26 MIN E.
 TP1108'TRIANGULATION STATION BODIE U.S.G.S. IS 2.448 METERS
 TP1108'S 45 DEG 28 MIN W FROM THE STATION.
 TP1108
 TP1108                          STATION RECOVERY (1956)
 TP1108
 TP1108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TP1108'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  NEW
 TP1108'TO REACH FOLLOWS.
 TP1108'
 TP1108'TO REACH FROM WAUCONDA POST OFFICE, TAKE LEFT FORK OFF STATE HWY.
 TP1108'4 OPPOSITE POST OFFICE AT SIGN TERODA FOLLOWING SURFACED RD.
 TP1108'7.3 MI TO RD. FORKS AND SIGN COUGAR CREEK.  KEEP STRAIGHT AHEAD
 TP1108'2.4 MI TO FARMHOUSE RIGHT AND GATE.  TURN SHARP RIGHT PASSING
 TP1108'THROUGH WIRE GATE FOLLOWING SURFACED RD. UP BODIE CREEK 4.5 MI TO
 TP1108'RD. FORKS AND SIGN BODIE LOH.  TAKE SHARP LEFT FORK 1.5 MI TO FS
 TP1108'BUILDING AND END OF RD.  PACK NE. UP WELL-MARKED FS TRAIL TO TOP
 TP1108'AND STATION.  A 15-MINUTE PACK.
 TP1108
 TP1108                          STATION RECOVERY (1957)
 TP1108
 TP1108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 TP1108'RECOVERED AS DESCRIBED BY NGS AND USGS.  ALL MARKS IN GOOD
 TP1108'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0239 ***********************************************************************
 SY0239  DESIGNATION -  BOEING A
 SY0239  PID         -  SY0239
 SY0239  STATE/COUNTY-  WA/KING
 SY0239  USGS QUAD   -  POVERTY BAY (1994)
 SY0239
 SY0239                         *CURRENT SURVEY CONTROL
 SY0239  ___________________________________________________________________
 SY0239* NAD 83(1986)-  47 32 06.     (N)    122 18 02.     (W)     SCALED    
 SY0239* NAVD 88     -         6.144  (meters)      20.16   (feet)  ADJUSTED  
 SY0239  ___________________________________________________________________
 SY0239  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 SY0239  DYNAMIC HT  -           6.145 (meters)      20.16  (feet)  COMP
 SY0239  MODELED GRAV-     980,743.7   (mgal)                       NAVD 88
 SY0239
 SY0239  VERT ORDER  -  FIRST     CLASS I
 SY0239
 SY0239.This mark is at Renton Municipal Airport (RNT)
 SY0239
 SY0239.The horizontal coordinates were scaled from a topographic map and have
 SY0239.an estimated accuracy of +/- 6 seconds.
 SY0239
 SY0239.The orthometric height was determined by differential leveling
 SY0239.and adjusted by the National Geodetic Survey in June 1991..
 SY0239.WARNING-Repeat measurements at this control monument indicate possible
 SY0239.vertical movement.
 SY0239
 SY0239.The geoid height was determined by GEOID03.
 SY0239
 SY0239.The dynamic height is computed by dividing the NAVD 88
 SY0239.geopotential number by the normal gravity value computed on the
 SY0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0239.degrees latitude (g = 980.6199 gals.).
 SY0239
 SY0239.The modeled gravity was interpolated from observed gravity values.
 SY0239
 SY0239;                    North         East    Units  Estimated Accuracy
 SY0239;SPC WA N     -    60,540.      389,540.      MT  (+/- 180 meters Scaled)
 SY0239
 SY0239                          SUPERSEDED SURVEY CONTROL
 SY0239
 SY0239  NGVD 29 (??/??/??)    5.055  (m)           16.58   (f) ADJUSTED    1 1
 SY0239
 SY0239.Superseded values are not recommended for survey control.
 SY0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0239.See file dsdata.txt to determine how the superseded data were derived.
 SY0239
 SY0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET526648(NAD 83)
 SY0239_MARKER: DB = BENCH MARK DISK
 SY0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0239_SP_SET: BUILDING
 SY0239_STAMPING: BOEING A 1944
 SY0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0239
 SY0239  HISTORY     - Date     Condition        Report By
 SY0239  HISTORY     - 1944     MONUMENTED       CGS
 SY0239  HISTORY     - 1965     GOOD             CGS
 SY0239  HISTORY     - 1969     GOOD             CGS
 SY0239  HISTORY     - 20060427 POOR             USPSQD
 SY0239
 SY0239                          STATION DESCRIPTION
 SY0239
 SY0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0239'4.55 MI S FROM SEATTLE.
 SY0239'4.5 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 SY0239'RAILROAD FROM THE UNION STATION AT SEATTLE, THENCE 0.05 MILE WEST
 SY0239'ALONG THE ENTRANCE ROAD TO KING COUNTY AIRPORT AT BOEING FIELD, SET
 SY0239'VERTICALLY IN THE NORTHEAST FACE 24.0 FEET NORTHWEST OF THE EAST
 SY0239'CORNER OF THE ADMINISTRATION BUILDING, 32 FEET WEST OF THE CENTER LINE
 SY0239'OF A STREET ALONG THE FRONT OF THE BUILDING, AND 0.5 FOOT ABOVE THE
 SY0239'SIDEWALK.  NOTE-- THIS MARK WILL BE SOMEWHAT DIFFICULT TO USE AS IT IS
 SY0239'LOCATED BEHIND A STEEL I BEAM.  THE I BEAM IS ABOUT 3 INCHES FROM THE
 SY0239'WALL.
 SY0239
 SY0239                          STATION RECOVERY (1969)
 SY0239
 SY0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 SY0239'RECOVERED IN GOOD CONDITION.
 SY0239
 SY0239                          STATION RECOVERY (2006)
 SY0239
 SY0239'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0239'STATION LOCATED ON MAIN TERMINAL BUILDING AT BOEING FIELD.  21.4 FEET
 SY0239'NORTH OF THE NORTH SIDE OF GATE P-606, SE CORNER OF THE BUILDING
 SY0239'FACING THE MAIN DROP OFF AREA IN FRONT OF THE BUILDING.  HEAVILY
 SY0239'PAINTED OVER.  SCRATCHED THROUGH PAINT TO READ DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4406 ***********************************************************************
 SY4406  DESIGNATION -  BOEING FIELD ROOF N ANNES HD A
 SY4406  PID         -  SY4406
 SY4406  STATE/COUNTY-  WA/KING
 SY4406  USGS QUAD   -  POVERTY BAY (1994)
 SY4406
 SY4406                         *CURRENT SURVEY CONTROL
 SY4406  ___________________________________________________________________
 SY4406* NAD 83(1991)-  47 32 14.99865(N)    122 18 13.97067(W)     ADJUSTED  
 SY4406* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY4406  ___________________________________________________________________
 SY4406  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 SY4406  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 SY4406
 SY4406  HORZ ORDER  -  SECOND
 SY4406
 SY4406.This mark is at Boeing Fld/king Co Intl Airport (BFI)
 SY4406
 SY4406.The horizontal coordinates were established by classical geodetic methods
 SY4406.and adjusted by the National Geodetic Survey in December 1991..
 SY4406
 SY4406.The orthometric height was scaled from a topographic map.
 SY4406
 SY4406.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4406
 SY4406.The geoid height was determined by GEOID03.
 SY4406
 SY4406;                    North         East     Units Scale Factor Converg.
 SY4406;SPC WA N     -    60,818.171   389,290.119   MT  0.99999322   -1 05 41.5
 SY4406;SPC WA N     -   199,534.28  1,277,196.00   sFT  0.99999322   -1 05 41.5
 SY4406;UTM  10      - 5,265,132.099   552,389.674   MT  0.99963373   +0 30 48.8
 SY4406
 SY4406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4406!SPC WA N     -   1.00000302  x   0.99999322  =   0.99999624
 SY4406!UTM  10      -   1.00000302  x   0.99963373  =   0.99963675
 SY4406
 SY4406                          SUPERSEDED SURVEY CONTROL
 SY4406
 SY4406  NAD 83(1986)-  47 32 14.99241(N)    122 18 13.97761(W) AD(       ) 2
 SY4406  NAD 27      -  47 32 15.63530(N)    122 18 09.52980(W) AD(       ) 2
 SY4406
 SY4406.Superseded values are not recommended for survey control.
 SY4406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4406.See file dsdata.txt to determine how the superseded data were derived.
 SY4406
 SY4406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5239065132(NAD 83)
 SY4406
 SY4406  HISTORY     - Date     Condition        Report By
 SY4406  HISTORY     - 1960     MONUMENTED       HDA
 SY4406
 SY4406                          STATION DESCRIPTION
 SY4406
 SY4406'DESCRIBED BY HORTON DENNIS ASSOCIATES 1960
 SY4406'STATION IS LOCATED ON ROOF OF NORTH ANNEX TO KING COUNTY AIRPORT
 SY4406'ADMINISTRATION BUILDING LOCATED ON EAST SIDE OF KING COUNTY - BOEING
 SY4406'FIELD.  STATION IS LOCATED 3.3 FEET WEST OF EAST FACE OF BUILDING
 SY4406'AND 19.7 FEET NORTH OF SOUTH BUILDING FACE BETWEEN ROOF PARAPET
 SY4406'WALL AND SKY LIGHT 0.3 FEET SOUTH OF APEX.
 SY4406'
 SY4406'STATION IS STANDARD COPPER TACK SET IN APEX TIMBER OF TARRED ROOF ON
 SY4406'TWO-STORY BRICK BUILDING.
 SY4406'
 SY4406'STATION IS REACHED BY TRAVELING SOUTH FROM GEORGETOWN, SEATTLE ON
 SY4406'AIRPORT WAY TO MAIN ENTRANCE OF KING COUNTY, AIRPORT, TURN WEST,
 SY4406'PROCEED TO AIRPORT ADMINISTRATION BUILDING - NORTH WING ANNEX.
 SY4406'STATION IS REACHED BY USING FIRE ESCAPE LADDER ON NORTH FACE OF
 SY4406'BUILDING 18 FEET WEST OF EAST FACE OF BUILDING.
 SY4406'
 SY4406'NO REFERENCE MARKS WERE ESTABLISHED AND THERE IS NO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4420 ***********************************************************************
 SY4420  DESIGNATION -  BOEING FIELD WIND INDICATOR
 SY4420  PID         -  SY4420
 SY4420  STATE/COUNTY-  WA/KING
 SY4420  USGS QUAD   -  POVERTY BAY (1994)
 SY4420
 SY4420                         *CURRENT SURVEY CONTROL
 SY4420  ___________________________________________________________________
 SY4420* NAD 83(1991)-  47 32 04.70226(N)    122 18 28.75524(W)     ADJUSTED  
 SY4420* NAVD 88     -                                                        
 SY4420  ___________________________________________________________________
 SY4420  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 SY4420  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SY4420
 SY4420  HORZ ORDER  -  THIRD
 SY4420
 SY4420.The horizontal coordinates were established by classical geodetic methods
 SY4420.and adjusted by the National Geodetic Survey in December 1991..
 SY4420
 SY4420
 SY4420.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4420
 SY4420.The geoid height was determined by GEOID03.
 SY4420
 SY4420;                    North         East     Units Scale Factor Converg.
 SY4420;SPC WA N     -    60,506.158   388,974.882   MT  0.99999372   -1 05 52.5
 SY4420;SPC WA N     -   198,510.62  1,276,161.76   sFT  0.99999372   -1 05 52.5
 SY4420;UTM  10      - 5,264,811.475   552,083.429   MT  0.99963334   +0 30 37.8
 SY4420
 SY4420                          SUPERSEDED SURVEY CONTROL
 SY4420
 SY4420  NAD 83(1986)-  47 32 04.69626(N)    122 18 28.76254(W) AD(       ) 4
 SY4420  NAD 27      -  47 32 05.34000(N)    122 18 24.32000(W) AD(       ) 3
 SY4420
 SY4420.Superseded values are not recommended for survey control.
 SY4420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4420.See file dsdata.txt to determine how the superseded data were derived.
 SY4420
 SY4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5208364811(NAD 83)
 SY4420
 SY4420  HISTORY     - Date     Condition        Report By
 SY4420  HISTORY     - UNK      MONUMENTED
 SY4420  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY4420
 SY4420                          STATION DESCRIPTION
 SY4420
 SY4420'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4420'DESTROYED BY IMPROVEMENTS TO THE FLYING FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4415 ***********************************************************************
 SY4415  DESIGNATION -  BOEING FLD AIRPLANE POS B HD A
 SY4415  PID         -  SY4415
 SY4415  STATE/COUNTY-  WA/KING
 SY4415  USGS QUAD   -  POVERTY BAY (1994)
 SY4415
 SY4415                         *CURRENT SURVEY CONTROL
 SY4415  ___________________________________________________________________
 SY4415* NAD 83(1991)-  47 32 24.28068(N)    122 18 50.40088(W)     ADJUSTED  
 SY4415* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY4415  ___________________________________________________________________
 SY4415  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 SY4415  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SY4415
 SY4415  HORZ ORDER  -  SECOND
 SY4415
 SY4415.This mark is at Boeing Fld/king Co Intl Airport (BFI)
 SY4415
 SY4415.The horizontal coordinates were established by classical geodetic methods
 SY4415.and adjusted by the National Geodetic Survey in December 1991..
 SY4415
 SY4415.The orthometric height was scaled from a topographic map.
 SY4415
 SY4415.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4415
 SY4415.The geoid height was determined by GEOID03.
 SY4415
 SY4415;                    North         East     Units Scale Factor Converg.
 SY4415;SPC WA N     -    61,119.388   388,533.883   MT  0.99999276   -1 06 08.6
 SY4415;SPC WA N     -   200,522.53  1,274,714.91   sFT  0.99999276   -1 06 08.6
 SY4415;UTM  10      - 5,265,411.869   551,625.556   MT  0.99963275   +0 30 22.0
 SY4415
 SY4415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4415!SPC WA N     -   1.00000303  x   0.99999276  =   0.99999579
 SY4415!UTM  10      -   1.00000303  x   0.99963275  =   0.99963577
 SY4415
 SY4415                          SUPERSEDED SURVEY CONTROL
 SY4415
 SY4415  NAD 83(1986)-  47 32 24.27465(N)    122 18 50.40826(W) AD(       ) 2
 SY4415  NAD 27      -  47 32 24.91860(N)    122 18 45.95980(W) AD(       ) 2
 SY4415
 SY4415.Superseded values are not recommended for survey control.
 SY4415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4415.See file dsdata.txt to determine how the superseded data were derived.
 SY4415
 SY4415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5162665412(NAD 83)
 SY4415
 SY4415  HISTORY     - Date     Condition        Report By
 SY4415  HISTORY     - 1960     MONUMENTED       HDA
 SY4415
 SY4415                          STATION DESCRIPTION
 SY4415
 SY4415'DESCRIBED BY HORTON DENNIS ASSOCIATES 1960
 SY4415'STATION IS IN SEATTLE AT THE NW END OF BOEING FIELD (KING COUNTY
 SY4415'AIRPORT).
 SY4415'
 SY4415'MARK IS A TACK IN LEAD SET ACCORDING TO GENERAL MILLS SPECIFICATION
 SY4415'488008 DATED 11/20/59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4429 ***********************************************************************
 SY4429  DESIGNATION -  BOEING FLD AIRPLANE POS A HD A
 SY4429  PID         -  SY4429
 SY4429  STATE/COUNTY-  WA/KING
 SY4429  USGS QUAD   -  POVERTY BAY (1994)
 SY4429
 SY4429                         *CURRENT SURVEY CONTROL
 SY4429  ___________________________________________________________________
 SY4429* NAD 83(1991)-  47 32 13.64409(N)    122 18 35.98093(W)     ADJUSTED  
 SY4429* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY4429  ___________________________________________________________________
 SY4429  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 SY4429  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 SY4429
 SY4429  HORZ ORDER  -  SECOND
 SY4429
 SY4429.This mark is at Boeing Fld/king Co Intl Airport (BFI)
 SY4429
 SY4429.The horizontal coordinates were established by classical geodetic methods
 SY4429.and adjusted by the National Geodetic Survey in December 1991..
 SY4429
 SY4429.The orthometric height was scaled from a topographic map.
 SY4429
 SY4429.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4429
 SY4429.The geoid height was determined by GEOID03.
 SY4429
 SY4429;                    North         East     Units Scale Factor Converg.
 SY4429;SPC WA N     -    60,785.159   388,829.084   MT  0.99999328   -1 05 57.9
 SY4429;SPC WA N     -   199,425.98  1,275,683.42   sFT  0.99999328   -1 05 57.9
 SY4429;UTM  10      - 5,265,086.175   551,929.913   MT  0.99963314   +0 30 32.5
 SY4429
 SY4429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4429!SPC WA N     -   1.00000302  x   0.99999328  =   0.99999630
 SY4429!UTM  10      -   1.00000302  x   0.99963314  =   0.99963616
 SY4429
 SY4429|---------------------------------------------------------------------|
 SY4429| PID    Reference Object                     Distance      Geod. Az  |
 SY4429|                                                           dddmmss.s |
 SY4429| SY4443 B BOEING 1953                       124.381 METERS 13155     |
 SY4429| SY4430 BOEING FLD TARGET POINT S HD A      228.601 METERS 15012     |
 SY4429| SY4422 BOEING FLD TARGET POINT N HD A      228.603 METERS 33012     |
 SY4429| SY4419 A BOEING                            382.999 METERS 33603     |
 SY4429|---------------------------------------------------------------------|
 SY4429
 SY4429                          SUPERSEDED SURVEY CONTROL
 SY4429
 SY4429  NAD 83(1986)-  47 32 13.63787(N)    122 18 35.98810(W) AD(       ) 2
 SY4429  NAD 27      -  47 32 14.28140(N)    122 18 31.54080(W) AD(       ) 2
 SY4429
 SY4429.Superseded values are not recommended for survey control.
 SY4429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4429.See file dsdata.txt to determine how the superseded data were derived.
 SY4429
 SY4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5193065086(NAD 83)
 SY4429
 SY4429  HISTORY     - Date     Condition        Report By
 SY4429  HISTORY     - 1960     MONUMENTED       HDA
 SY4429
 SY4429                          STATION DESCRIPTION
 SY4429
 SY4429'DESCRIBED BY HORTON DENNIS ASSOCIATES 1960
 SY4429'STATION IS IN SEATTLE AT THE NW END OF BOEING FIELD (KING COUNTY
 SY4429'AIRPORT).
 SY4429'
 SY4429'STATION WAS ESTABLISHED SUCH THAT TARGET POINT N, AIRPLANE POSITION
 SY4429'A, AND TARGET POINT S WERE IN A STRAIGHT LINE AND PARALLEL TO
 SY4429'BASELINE CONNECTING A (BOEING), B (BOEING), C (BOEING), D (BOEING).
 SY4429'
 SY4429'MARK IS A TACK IN LEAD SET ACCORDING TO GENERAL MILLS SPECIFICATION
 SY4429'488008 DATED 11/20/59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4410 ***********************************************************************
 SY4410  DESIGNATION -  BOEING FLD TARGET POINT W HD A
 SY4410  PID         -  SY4410
 SY4410  STATE/COUNTY-  WA/KING
 SY4410  USGS QUAD   -  POVERTY BAY (1994)
 SY4410
 SY4410                         *CURRENT SURVEY CONTROL
 SY4410  ___________________________________________________________________
 SY4410* NAD 83(1991)-  47 32 23.91831(N)    122 19 01.31888(W)     ADJUSTED  
 SY4410* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY4410  ___________________________________________________________________
 SY4410  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 SY4410  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SY4410
 SY4410  HORZ ORDER  -  SECOND
 SY4410
 SY4410.This mark is at Boeing Fld/king Co Intl Airport (BFI)
 SY4410
 SY4410.The horizontal coordinates were established by classical geodetic methods
 SY4410.and adjusted by the National Geodetic Survey in December 1991..
 SY4410
 SY4410.The orthometric height was scaled from a topographic map.
 SY4410
 SY4410.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4410
 SY4410.The geoid height was determined by GEOID03.
 SY4410
 SY4410;                    North         East     Units Scale Factor Converg.
 SY4410;SPC WA N     -    61,112.596   388,305.385   MT  0.99999278   -1 06 16.7
 SY4410;SPC WA N     -   200,500.24  1,273,965.25   sFT  0.99999278   -1 06 16.7
 SY4410;UTM  10      - 5,265,398.670   551,397.421   MT  0.99963246   +0 30 13.9
 SY4410
 SY4410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4410!SPC WA N     -   1.00000303  x   0.99999278  =   0.99999581
 SY4410!UTM  10      -   1.00000303  x   0.99963246  =   0.99963548
 SY4410
 SY4410                          SUPERSEDED SURVEY CONTROL
 SY4410
 SY4410  NAD 83(1986)-  47 32 23.91229(N)    122 19 01.32622(W) AD(       ) 2
 SY4410  NAD 27      -  47 32 24.55630(N)    122 18 56.87750(W) AD(       ) 2
 SY4410
 SY4410.Superseded values are not recommended for survey control.
 SY4410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4410.See file dsdata.txt to determine how the superseded data were derived.
 SY4410
 SY4410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5139765399(NAD 83)
 SY4410
 SY4410  HISTORY     - Date     Condition        Report By
 SY4410  HISTORY     - 1960     MONUMENTED       HDA
 SY4410
 SY4410                          STATION DESCRIPTION
 SY4410
 SY4410'DESCRIBED BY HORTON DENNIS ASSOCIATES 1960
 SY4410'STATION IS IN SEATTLE AT THE NW END OF BOEING FIELD (KING COUNTY
 SY4410'AIRPORT).  IT IS IN THE VICINITY OF HANGARS NO. 1, 2, AND 3 BETWEEN
 SY4410'AIRPLANE POSITION NO. 4 AND AIRPLANE POSITION NO. 6.
 SY4410'
 SY4410'MARK IS A TACK IN LEAD SET ACCORDING TO GENERAL MILLS SPECIFICATION
 SY4410'488008 DATED 11/20/59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4422 ***********************************************************************
 SY4422  DESIGNATION -  BOEING FLD TARGET POINT N HD A
 SY4422  PID         -  SY4422
 SY4422  STATE/COUNTY-  WA/KING
 SY4422  USGS QUAD   -  POVERTY BAY (1994)
 SY4422
 SY4422                         *CURRENT SURVEY CONTROL
 SY4422  ___________________________________________________________________
 SY4422* NAD 83(1991)-  47 32 20.06724(N)    122 18 41.41355(W)     ADJUSTED  
 SY4422* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY4422  ___________________________________________________________________
 SY4422  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 SY4422  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 SY4422
 SY4422  HORZ ORDER  -  SECOND
 SY4422
 SY4422.This mark is at Boeing Fld/king Co Intl Airport (BFI)
 SY4422
 SY4422.The horizontal coordinates were established by classical geodetic methods
 SY4422.and adjusted by the National Geodetic Survey in December 1991..
 SY4422
 SY4422.The orthometric height was scaled from a topographic map.
 SY4422
 SY4422.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4422
 SY4422.The geoid height was determined by GEOID03.
 SY4422
 SY4422;                    North         East     Units Scale Factor Converg.
 SY4422;SPC WA N     -    60,985.673   388,719.298   MT  0.99999297   -1 06 01.9
 SY4422;SPC WA N     -   200,083.83  1,275,323.23   sFT  0.99999297   -1 06 01.9
 SY4422;UTM  10      - 5,265,283.458   551,814.583   MT  0.99963299   +0 30 28.6
 SY4422
 SY4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4422!SPC WA N     -   1.00000302  x   0.99999297  =   0.99999599
 SY4422!UTM  10      -   1.00000302  x   0.99963299  =   0.99963601
 SY4422
 SY4422                          SUPERSEDED SURVEY CONTROL
 SY4422
 SY4422  NAD 83(1986)-  47 32 20.06116(N)    122 18 41.42083(W) AD(       ) 2
 SY4422  NAD 27      -  47 32 20.70490(N)    122 18 36.97300(W) AD(       ) 2
 SY4422
 SY4422.Superseded values are not recommended for survey control.
 SY4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4422.See file dsdata.txt to determine how the superseded data were derived.
 SY4422
 SY4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5181565283(NAD 83)
 SY4422
 SY4422  HISTORY     - Date     Condition        Report By
 SY4422  HISTORY     - 1960     MONUMENTED       HDA
 SY4422
 SY4422                          STATION DESCRIPTION
 SY4422
 SY4422'DESCRIBED BY HORTON DENNIS ASSOCIATES 1960
 SY4422'STATION IS IN SEATTLE AT THE NW END OF BOEING FIELD (KING COUNTY
 SY4422'AIRPORT).
 SY4422'
 SY4422'STATION WAS ESTABLISHED SUCH THAT TARGET POINT N, AIRPLANE POSITION
 SY4422'A, AND TARGET POINT S WERE IN A STRAIGHT LINE AND PARALLEL TO
 SY4422'BASELINE CONNECTING A (BOEING), B (BOEING), C (BOEING), D (BOEING).
 SY4422'IT IS EXACTLY 128 FEET SOUTHWEST OF THE BASELINE.
 SY4422'
 SY4422'MARK IS A TACK IN LEAD SET ACCORDING TO GENERAL MILLS SPECIFICATION
 SY4422'488008 DATED 11/20/59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4430 ***********************************************************************
 SY4430  DESIGNATION -  BOEING FLD TARGET POINT S HD A
 SY4430  PID         -  SY4430
 SY4430  STATE/COUNTY-  WA/KING
 SY4430  USGS QUAD   -  POVERTY BAY (1994)
 SY4430
 SY4430                         *CURRENT SURVEY CONTROL
 SY4430  ___________________________________________________________________
 SY4430* NAD 83(1991)-  47 32 07.22093(N)    122 18 30.54876(W)     ADJUSTED  
 SY4430* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY4430  ___________________________________________________________________
 SY4430  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 SY4430  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 SY4430
 SY4430  HORZ ORDER  -  SECOND
 SY4430
 SY4430.This mark is at Boeing Fld/king Co Intl Airport (BFI)
 SY4430
 SY4430.The horizontal coordinates were established by classical geodetic methods
 SY4430.and adjusted by the National Geodetic Survey in December 1991..
 SY4430
 SY4430.The orthometric height was scaled from a topographic map.
 SY4430
 SY4430.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4430
 SY4430.The geoid height was determined by GEOID03.
 SY4430
 SY4430;                    North         East     Units Scale Factor Converg.
 SY4430;SPC WA N     -    60,584.648   388,938.869   MT  0.99999360   -1 05 53.8
 SY4430;SPC WA N     -   198,768.13  1,276,043.61   sFT  0.99999360   -1 05 53.8
 SY4430;UTM  10      - 5,264,888.895   552,045.241   MT  0.99963329   +0 30 36.5
 SY4430
 SY4430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4430!SPC WA N     -   1.00000302  x   0.99999360  =   0.99999662
 SY4430!UTM  10      -   1.00000302  x   0.99963329  =   0.99963631
 SY4430
 SY4430                          SUPERSEDED SURVEY CONTROL
 SY4430
 SY4430  NAD 83(1986)-  47 32 07.21473(N)    122 18 30.55597(W) AD(       ) 2
 SY4430  NAD 27      -  47 32 07.85810(N)    122 18 26.10920(W) AD(       ) 2
 SY4430
 SY4430.Superseded values are not recommended for survey control.
 SY4430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4430.See file dsdata.txt to determine how the superseded data were derived.
 SY4430
 SY4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5204564889(NAD 83)
 SY4430
 SY4430  HISTORY     - Date     Condition        Report By
 SY4430  HISTORY     - 1960     MONUMENTED       HDA
 SY4430
 SY4430                          STATION DESCRIPTION
 SY4430
 SY4430'DESCRIBED BY HORTON DENNIS ASSOCIATES 1960
 SY4430'STATION IS IN SEATTLE AT THE NW END OF BOEING FIELD (KING COUNTY
 SY4430'AIRPORT).
 SY4430'
 SY4430'STATION WAS ESTABLISHED SUCH THAT TARGET POINT N, AIRPLANE POSITION
 SY4430'A, AND TARGET POINT S WERE IN STRAIGHT LINE AND PARALLEL TO BASELINE
 SY4430'CONNECTING A (BOEING), B (BOEING), C (BOEING), D (BOEING).  IT IS
 SY4430'EXACTLY 128 FEET SOUTHWEST OF CONTROL HUB 2000 + 00 LOCATED ON THE
 SY4430'BASELINE.
 SY4430'
 SY4430'MARK IS A TACK IN LEAD SET ACCORDING TO GENERAL MILLS SPECIFICATION
 SY4430'488008 DATED 11/20/59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4368 ***********************************************************************
 SY4368  DESIGNATION -  BOEING FLD THEODOLITE TWR HD A
 SY4368  PID         -  SY4368
 SY4368  STATE/COUNTY-  WA/KING
 SY4368  USGS QUAD   -  POVERTY BAY (1994)
 SY4368
 SY4368                         *CURRENT SURVEY CONTROL
 SY4368  ___________________________________________________________________
 SY4368* NAD 83(1991)-  47 32 05.54784(N)    122 17 43.80361(W)     ADJUSTED  
 SY4368* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 SY4368  ___________________________________________________________________
 SY4368  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 SY4368  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 SY4368
 SY4368  HORZ ORDER  -  SECOND
 SY4368
 SY4368.The horizontal coordinates were established by classical geodetic methods
 SY4368.and adjusted by the National Geodetic Survey in December 1991..
 SY4368
 SY4368.The orthometric height was scaled from a topographic map.
 SY4368
 SY4368.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4368
 SY4368.The geoid height was determined by GEOID03.
 SY4368
 SY4368;                    North         East     Units Scale Factor Converg.
 SY4368;SPC WA N     -    60,514.329   389,915.365   MT  0.99999368   -1 05 19.0
 SY4368;SPC WA N     -   198,537.43  1,279,247.33   sFT  0.99999368   -1 05 19.0
 SY4368;UTM  10      - 5,264,846.028   553,022.974   MT  0.99963455   +0 31 11.0
 SY4368
 SY4368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4368!SPC WA N     -   0.99999362  x   0.99999368  =   0.99998730
 SY4368!UTM  10      -   0.99999362  x   0.99963455  =   0.99962817
 SY4368
 SY4368                          SUPERSEDED SURVEY CONTROL
 SY4368
 SY4368  NAD 83(1986)-  47 32 05.54172(N)    122 17 43.81116(W) AD(       ) 2
 SY4368  NAD 27      -  47 32 06.18420(N)    122 17 39.36660(W) AD(       ) 2
 SY4368
 SY4368.Superseded values are not recommended for survey control.
 SY4368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4368.See file dsdata.txt to determine how the superseded data were derived.
 SY4368
 SY4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5302364846(NAD 83)
 SY4368
 SY4368  HISTORY     - Date     Condition        Report By
 SY4368  HISTORY     - 1960     MONUMENTED       HDA
 SY4368
 SY4368                          STATION DESCRIPTION
 SY4368
 SY4368'DESCRIBED BY HORTON DENNIS ASSOCIATES 1960
 SY4368'STATION IS LOCATED ON ROOF OF BOEING AIRPLANE COMPANY FLIGHT
 SY4368'CONTROL THEODOLITE OBSERVATION TOWER AT 29TH AVENUE SOUTH AND OLD
 SY4368'MILITARY ROAD, SEATTLE.  STATION IS LOCATED 2.42 FEET NORTH OF AND
 SY4368'2.45 FEET EAST OF SOUTHWEST CORNER OF TOWER ROOF.
 SY4368'
 SY4368'STATION IS STANDARD COPPER TACK SET IN 2X6-INCH DECKING SECURED TO
 SY4368'CONCRETE ROOF.  THE THEODOLITE TOWER IS A RIGID REINFORCED CONCRETE
 SY4368'STRUCTURE 26 FEET HIGH.
 SY4368'
 SY4368'STATION IS REACHED BY TRAVELING SOUTH ON OLD MILITARY ROAD FROM
 SY4368'SWIFT AVENUE TO THE INTERSECTION OF 29TH AVENUE SOUTH.  TOWER IS
 SY4368'LOCATED APPROXIMATELY 110 FEET NORTH OF THE INTERSECTION OF OLD
 SY4368'MILITARY ROAD WITH 29TH AVENUE SOUTH AND 105 FEET WEST OF OLD
 SY4368'MILITARY ROAD.  KEY TO OPEN GATE OF SECURITY FENCE MUST BE OBTAINED
 SY4368'THROUGH CHIEF KNUTSON OF THE BOEING AIRPLANE COMPANYS SECURITY
 SY4368'GUARDS.
 SY4368'
 SY4368'NO REFERENCE MARKS WERE ESTABLISHED AND THERE IS NO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0243 ***********************************************************************
 SY0243  SACS        -  This is a Secondary Airport Control Station.
 SY0243  DESIGNATION -  BOEING G
 SY0243  PID         -  SY0243
 SY0243  STATE/COUNTY-  WA/KING
 SY0243  USGS QUAD   -  POVERTY BAY (1994)
 SY0243
 SY0243                         *CURRENT SURVEY CONTROL
 SY0243  ___________________________________________________________________
 SY0243* NAD 83(1998)-  47 32 21.26213(N)    122 18 43.87676(W)     ADJUSTED  
 SY0243* NAVD 88     -         4.33   (meters)      14.2    (feet)  GPS OBS   
 SY0243  ___________________________________________________________________
 SY0243  X           -  -2,305,778.168 (meters)                     COMP
 SY0243  Y           -  -3,645,663.174 (meters)                     COMP
 SY0243  Z           -   4,682,429.947 (meters)                     COMP
 SY0243  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 SY0243  ELLIP HEIGHT-         -19.09  (meters)          (07/06/01) GPS OBS
 SY0243  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 SY0243
 SY0243  HORZ ORDER  -  FIRST
 SY0243  VERT ORDER  -  ? (See Below)
 SY0243  ELLP ORDER  -  FOURTH    CLASS I
 SY0243
 SY0243.This mark is at Boeing Fld/king Co Intl Airport (BFI)
 SY0243
 SY0243.The horizontal coordinates were established by GPS observations
 SY0243.and adjusted by the National Geodetic Survey in July 2001..
 SY0243.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY0243.DATUM ITEM on the data sheet items page.
 SY0243
 SY0243.The orthometric height was determined by GPS observations and a
 SY0243.high-resolution geoid model.
 SY0243
 SY0243.GPS derived orthometric heights for airport stations designated as
 SY0243.PACS or SACS are published to 2 decimal places.  This maintains
 SY0243.centimeter relative accuracy between the PACS and SACS.  It does
 SY0243.not indicate centimeter accuracy relative to other marks which are
 SY0243.part of the NAVD 88 network.
 SY0243.The vertical order pertains to the NGVD 29 superseded value.
 SY0243
 SY0243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY0243
 SY0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0243
 SY0243.The ellipsoidal height was determined by GPS observations
 SY0243.and is referenced to NAD 83.
 SY0243
 SY0243.The geoid height was determined by GEOID03.
 SY0243
 SY0243;                    North         East     Units Scale Factor Converg.
 SY0243;SPC WA N     -    61,023.558   388,668.503   MT  0.99999291   -1 06 03.7
 SY0243;SPC WA N     -   200,208.12  1,275,156.58   sFT  0.99999291   -1 06 03.7
 SY0243;UTM  10      - 5,265,319.889   551,762.764   MT  0.99963293   +0 30 26.8
 SY0243
 SY0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0243!SPC WA N     -   1.00000299  x   0.99999291  =   0.99999590
 SY0243!UTM  10      -   1.00000299  x   0.99963293  =   0.99963592
 SY0243
 SY0243|---------------------------------------------------------------------|
 SY0243| PID    Reference Object                     Distance      Geod. Az  |
 SY0243|                                                           dddmmss.s |
 SY0243| SY4419 A BOEING                            115.237 METERS 00448     |
 SY0243| SY4551 L BOEING                            APPROX. 1.2 KM 1501128.6 |
 SY0243|---------------------------------------------------------------------|
 SY0243
 SY0243                          SUPERSEDED SURVEY CONTROL
 SY0243
 SY0243  NAD 83(1998)-  47 32 21.26029(N)    122 18 43.87818(W) AD(       ) 1
 SY0243  ELLIP H (05/23/95)  -18.89   (m)                       GP(       ) 3 1
 SY0243  NAD 83(1991)-  47 32 21.25885(N)    122 18 43.87808(W) AD(       ) 1
 SY0243  NAD 83(1986)-  47 32 21.25296(N)    122 18 43.88533(W) AD(       ) 1
 SY0243  NAD 27      -  47 32 21.89832(N)    122 18 39.43670(W) AD(       ) 1
 SY0243  NGVD 29 (??/??/??)    3.225  (m)           10.58   (f) ADJUSTED    ?  
 SY0243
 SY0243.Superseded values are not recommended for survey control.
 SY0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0243.See file dsdata.txt to determine how the superseded data were derived.
 SY0243
 SY0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5176365320(NAD 83)
 SY0243_MARKER: DE = TRAVERSE STATION DISK
 SY0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0243_SP_SET: ASPHALT
 SY0243_STAMPING: BOEING G 0 FEET 1965
 SY0243_MARK LOGO: CGS   
 SY0243_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0243+STABILITY: SURFACE MOTION
 SY0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0243+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1997
 SY0243
 SY0243  HISTORY     - Date     Condition        Report By
 SY0243  HISTORY     - 1965     MONUMENTED       CGS
 SY0243  HISTORY     - 1965     GOOD             CGS
 SY0243  HISTORY     - 1974     GOOD             NGS
 SY0243  HISTORY     - 1979     GOOD             USGS
 SY0243  HISTORY     - 19920615 GOOD             NGS
 SY0243  HISTORY     - 19940516 GOOD             NOSPMC
 SY0243  HISTORY     - 19970912 GOOD             NGS
 SY0243
 SY0243                          STATION DESCRIPTION
 SY0243
 SY0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JLC)
 SY0243'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 SY0243'
 SY0243'THE STATION IS LOCATED IN SEC 28, T 24 N, R 4 E, ABOUT 4 MILES
 SY0243'SOUTH-SOUTHEAST OF DOWNTOWN SEATTLE, 4 MILES EAST OF THE EAST
 SY0243'SHORE OF PUGET SOUND, AND ON THE BOEING FIELD AIRPORT.  IT IS ON
 SY0243'PROPERTY OWNED BY THE BOEING COMPANY.
 SY0243'
 SY0243'TO REACH THE STATION FROM THE BOEING FIELD CONTROL TOWER, GO
 SY0243'NORTH ON THE TAXI STRIP FOR 1 MILE TO THE NORTH END OF THE JET
 SY0243'BLAST DEFLECTOR AND THE STATION.
 SY0243'
 SY0243'THE STATION MARK IS A STANDARD TRAVERSE STATION DISK STAMPED
 SY0243'BOEING G O FEET 1965, CEMENTED IN THE TOP OF AN 8-INCH SQUARE
 SY0243'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE TAXI
 SY0243'STRIP.  IT IS 85 FEET SOUTHEAST OF THE NORTH END OF A JET BLAST
 SY0243'DEFLECTOR, 11 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A DRAIN
 SY0243'IN THE TAXI STRIP, AND 2 FEET WEST OF THE WEST EDGE OF THE TAXI
 SY0243'STRIP.
 SY0243'
 SY0243'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 SY0243
 SY0243                          STATION RECOVERY (1965)
 SY0243
 SY0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0243'IN SEATTLE.
 SY0243'LOCATED AT BOEING FIELD INTERNATIONAL (KING COUNTY AIRPORT), 1.0 MILE
 SY0243'NORTH, WEST AND SOUTH ALONG THE PERIMETER ROAD FROM THE JUNCTION OF
 SY0243'THE BOEING FIELD TERMINAL ENTRANCE AND AIRPORT WAY SOUTH, ALONG THE
 SY0243'WEST SIDE OF THE TAXI STRIP WEST OF THE RUNWAY 84.6 FEET SOUTHEAST OF
 SY0243'THE NORTH END OF THE JET BLAST DEFLECTOR FENCE, 11 FEET SOUTHEAST OF
 SY0243'THE SOUTHEAST CORNER OF A STORM DRAIN, 2 FEET WEST OF THE BLACKTOP
 SY0243'TAXI STRIP, SET FLUSH IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST
 SY0243'SURROUNDED BY ASPHALT SURFACING.  SECTION 28, T 24N, R 4E.
 SY0243
 SY0243                          STATION RECOVERY (1974)
 SY0243
 SY0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY0243'RECOVERED IN GOOD CONDITION.
 SY0243
 SY0243                          STATION RECOVERY (1979)
 SY0243
 SY0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SY0243'RECOVERED IN GOOD CONDITION.
 SY0243
 SY0243                          STATION RECOVERY (1992)
 SY0243
 SY0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (HSK)
 SY0243'THE STATION IS LOCATED ON THE AIRPORT AT THE NW END OF THE WEST
 SY0243'TAXIWAY AND SOUTH OF THE INTERSECTION WITH TAXIWAY B-1.  THE STATION
 SY0243'IS LOCATED IN THE ASPHALT AREA BETWEEN THE WEST TAXIWAY AND THE BLAST
 SY0243'FENCE FOR THE BOWING RAMP.  THE STATION IS 10.7 FT (3.3 M) SE OF THE
 SY0243'SE CORNER OF A 3 FT (0.9 M) X 5 FT (1.5 M) CONCRETE DRAIN (WHICH IS
 SY0243'LOCATED SW ALONG THE PROJECTION OF A LINE FORMED BY THE SECOND SET OF
 SY0243'TAXIWAY LIGHTS), 44.6 FT (13.6 M) SW OF THE SECOND SET OF TAXIWAY
 SY0243'LIGHTS, AND 84.5 FT (25.8 M) SE OF THE NE CORNER OF THE BLAST FENCE.
 SY0243'THE STATION IS A STANDARD USCGS TRAVERSE STATION DISK SET IN THE TOP
 SY0243'OF A CONCRETE POST 0.1 FT (3.0 CM) ABOVE THE ASPHALT AND STAMPED,
 SY0243'BOEING G 1965 0 FT (0.0 CM)
 SY0243
 SY0243                          STATION RECOVERY (1994)
 SY0243
 SY0243'RECOVERY NOTE BY PACIFIC MARINE CENTER 1994 (JGF)
 SY0243'RECOVERED AS DESCRIBED.
 SY0243
 SY0243                          STATION RECOVERY (1997)
 SY0243
 SY0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 SY0243'THE STATION IS LOCATED IN SEC 28, T 24 N, R 4 E, ABOUT 4 MILES (6.4
 SY0243'KM) SOUTH-SOUTHEAST OF DOWNTOWN SEATTLE, 4 MILES (6.4 KM) EAST OF THE
 SY0243'EAST SHORE OF PUGET SOUND, AND ON THE BOEING FIELD AIRPORT.IT IS ON
 SY0243'PROPERTY OWNED BY THE BOEING COMPANY.OWNERSHIP-- KING COUNTY
 SY0243'AIRPORT.AN ESCORT IS REQUIRED TO OCCUPY THIS STATION.  THE AIRPORT
 SY0243'MANAGER -- JACK H.  FRAZELLE,A.A.E.  ASSISANT MANAGER IS THE POINT OF
 SY0243'CONTACT FOR KING COUNTY AIRPORT.  PHONE NUMBER -- 206-296-7431.** TO
 SY0243'REACH THE STATION FROM THE BOEING FIELD CONTROL TOWER, GO NORTH ON THE
 SY0243'TAXI STRIP FOR 1 MILE (1.6 KM) TO THE NORTH END OF THE JET BLAST
 SY0243'DEFLECTOR AND THE STATION.** THE STATION MARK IS A STANDARD TRAVERSE
 SY0243'STATION DISK STAMPED BOEING G 0 FEET (0.0 CM) 1965, CEMENTED IN THE
 SY0243'TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 SY0243'SURFACE OF THE TAXI STRIP.  IT IS 85 FEET (25.9 M) SOUTHEAST OF THE
 SY0243'NORTH END OF A JET BLAST DEFLECTOR, 11 FEET (3.4 M) SOUTHEAST OF THE
 SY0243'SOUTHEAST CORNER OF A DRAIN IN THE TAXI STRIP, AND 2 FEET (0.6 M) WEST
 SY0243'OF THE WEST EDGE OF THE TAXI STRIP.** THIS STATION IS A SECONDARY
 SY0243'AIRPORT CONTROL STATION FOR BOEING FIELD KING COUNTY INTERNATIONAL
 SY0243'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI0390 ***********************************************************************
 AI0390  DESIGNATION -  BOEING H
 AI0390  PID         -  AI0390
 AI0390  STATE/COUNTY-  WA/KING
 AI0390  USGS QUAD   -  POVERTY BAY (1994)
 AI0390
 AI0390                         *CURRENT SURVEY CONTROL
 AI0390  ___________________________________________________________________
 AI0390* NAD 83(1998)-  47 32 16.97962(N)    122 18 40.25395(W)     ADJUSTED  
 AI0390* NAVD 88     -         4.2    (meters)      14.     (feet)  GPS OBS   
 AI0390  ___________________________________________________________________
 AI0390  X           -  -2,305,766.261 (meters)                     COMP
 AI0390  Y           -  -3,645,786.090 (meters)                     COMP
 AI0390  Z           -   4,682,340.601 (meters)                     COMP
 AI0390  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AI0390  ELLIP HEIGHT-         -19.17  (meters)          (12/17/01) GPS OBS
 AI0390  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AI0390
 AI0390  HORZ ORDER  -  THIRD
 AI0390  ELLP ORDER  -  THIRD     CLASS II
 AI0390
 AI0390.The horizontal coordinates were established by GPS observations
 AI0390.and adjusted by the National Geodetic Survey in December 2001..
 AI0390.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI0390.DATUM ITEM on the data sheet items page.
 AI0390
 AI0390.The orthometric height was determined by GPS observations and a
 AI0390.high-resolution geoid model.
 AI0390
 AI0390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0390
 AI0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0390
 AI0390.The ellipsoidal height was determined by GPS observations
 AI0390.and is referenced to NAD 83.
 AI0390
 AI0390.The geoid height was determined by GEOID03.
 AI0390
 AI0390;                    North         East     Units Scale Factor Converg.
 AI0390;SPC WA N     -    60,889.869   388,741.714   MT  0.99999312   -1 06 01.0
 AI0390;SPC WA N     -   199,769.51  1,275,396.77   sFT  0.99999312   -1 06 01.0
 AI0390;UTM  10      - 5,265,188.354   551,839.670   MT  0.99963302   +0 30 29.4
 AI0390
 AI0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0390!SPC WA N     -   1.00000300  x   0.99999312  =   0.99999612
 AI0390!UTM  10      -   1.00000300  x   0.99963302  =   0.99963602
 AI0390
 AI0390                          SUPERSEDED SURVEY CONTROL
 AI0390
 AI0390  NAD 83(1998)-  47 32 16.97777(N)    122 18 40.25542(W) AD(       ) 3
 AI0390  ELLIP H (06/30/99)  -18.96   (m)                       GP(       ) 3 2
 AI0390
 AI0390.Superseded values are not recommended for survey control.
 AI0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0390.See file dsdata.txt to determine how the superseded data were derived.
 AI0390
 AI0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5184065188(NAD 83)
 AI0390_MARKER: DE = TRAVERSE STATION DISK
 AI0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0390_STAMPING: BOEING H 1965 500 FEET
 AI0390_MARK LOGO: CGS   
 AI0390_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0390+STABILITY: SURFACE MOTION
 AI0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0390+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1997
 AI0390
 AI0390  HISTORY     - Date     Condition        Report By
 AI0390  HISTORY     - 1965     MONUMENTED       CGS
 AI0390  HISTORY     - 19970912 GOOD             NGS
 AI0390
 AI0390                          STATION DESCRIPTION
 AI0390
 AI0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AI0390'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE KING COUNTY
 AI0390'INTERNATIONAL AIRPORT.OWNERSHIP-- KING COUNTY AIRPORT-- AIRPORT
 AI0390'MANAGER -- JACK H.  FRAZELLE,A.A.E.  ASSSISTANT MANAGER IS THE POINT
 AI0390'OF CONTACT FOR THE AIRPORT.  AN ESCORT IS REQUIRED TO OCCUPY THIS
 AI0390'STATION.  PHONE NUMBER -- 206-296-7431.** TO REACH FROM THE CONTROL
 AI0390'TOWER AND TAXIWAY B4.  TURN LEFT,NORTHWEST,ON SERVICE ROAD AND TRAVEL
 AI0390'FOR .7 MI (1.1 KM) TO STATION ON THE LEFT.  THE STATION IS IN LINE
 AI0390'WITH THE STORM DRAINS.** THE STATION IS A USCGS TRAVERSE STATION DISK
 AI0390'STAMPED-- BOEING H 1965 500 FEET (152.4 M) -- SET A 8 INCH SQUARE
 AI0390'CONCRETE POST WHICH IS 2 INCHES BELOW THE ROAD SURFACE.** THE STATION
 AI0390'IS 500 FT (152.4 M) SOUTHEAST OF STATION BOEING G, 42.1 FT (12.8 M)
 AI0390'NORTHEAST OF A TELEPHONE CONTROL BOX WHICH IS INLINE WITH THE
 AI0390'GENERATORS CONTROL BOXES, 51.8 FT (15.8 M) SOUTH OF THE EDGE OF
 AI0390'TAXIWAY B, 92.4 FT (28.2 M) NORTWEST OF STORM DRAIN NO.  CB-30-C, AND
 AI0390'105.2 FT (32.1 M) SOUTHEAST OF STORM DRAIN NO.  CB-31-C.** NO
 AI0390'REFERENCE WERE FOUND FOR THIS STATION.  THIS STATION IS ALSO A PART OF
 AI0390'A BASELINE FOR THE AIRPORT.  TATION FOR BOEING FIELD KING COUNTY
 AI0390'INTERNATIONAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0244 ***********************************************************************
 SY0244  DESIGNATION -  BOEING J
 SY0244  PID         -  SY0244
 SY0244  STATE/COUNTY-  WA/KING
 SY0244  USGS QUAD   -  POVERTY BAY (1994)
 SY0244
 SY0244                         *CURRENT SURVEY CONTROL
 SY0244  ___________________________________________________________________
 SY0244* NAD 83(1998)-  47 32 12.69761(N)    122 18 36.63037(W)     ADJUSTED  
 SY0244* NAVD 88     -         4.1    (meters)      13.     (feet)  GPS OBS   
 SY0244  ___________________________________________________________________
 SY0244  X           -  -2,305,754.301 (meters)                     COMP
 SY0244  Y           -  -3,645,908.959 (meters)                     COMP
 SY0244  Z           -   4,682,251.204 (meters)                     COMP
 SY0244  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 SY0244  ELLIP HEIGHT-         -19.33  (meters)          (12/17/01) GPS OBS
 SY0244  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 SY0244
 SY0244  HORZ ORDER  -  THIRD
 SY0244  VERT ORDER  -  ? (See Below)
 SY0244  ELLP ORDER  -  THIRD     CLASS II
 SY0244
 SY0244.The horizontal coordinates were established by GPS observations
 SY0244.and adjusted by the National Geodetic Survey in December 2001..
 SY0244.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY0244.DATUM ITEM on the data sheet items page.
 SY0244
 SY0244.The orthometric height was determined by GPS observations and a
 SY0244.high-resolution geoid model.
 SY0244.The vertical order pertains to the NGVD 29 superseded value.
 SY0244
 SY0244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY0244
 SY0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0244
 SY0244.The ellipsoidal height was determined by GPS observations
 SY0244.and is referenced to NAD 83.
 SY0244
 SY0244.The geoid height was determined by GEOID03.
 SY0244
 SY0244;                    North         East     Units Scale Factor Converg.
 SY0244;SPC WA N     -    60,756.195   388,814.944   MT  0.99999333   -1 05 58.3
 SY0244;SPC WA N     -   199,330.95  1,275,637.03   sFT  0.99999333   -1 05 58.3
 SY0244;UTM  10      - 5,265,056.836   551,916.596   MT  0.99963312   +0 30 32.1
 SY0244
 SY0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0244!SPC WA N     -   1.00000303  x   0.99999333  =   0.99999636
 SY0244!UTM  10      -   1.00000303  x   0.99963312  =   0.99963615
 SY0244
 SY0244                          SUPERSEDED SURVEY CONTROL
 SY0244
 SY0244  NAD 83(1998)-  47 32 12.69576(N)    122 18 36.63184(W) AD(       ) 3
 SY0244  ELLIP H (06/30/99)  -19.12   (m)                       GP(       ) 3 2
 SY0244  NGVD 29 (??/??/??)    2.974  (m)            9.76   (f) ADJUSTED    ?  
 SY0244
 SY0244.Superseded values are not recommended for survey control.
 SY0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0244.See file dsdata.txt to determine how the superseded data were derived.
 SY0244
 SY0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5191765057(NAD 83)
 SY0244_MARKER: DE = TRAVERSE STATION DISK
 SY0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0244_STAMPING: BOEING J 1000 FEET 1965
 SY0244_MARK LOGO: CGS   
 SY0244_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0244+STABILITY: SURFACE MOTION
 SY0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0244+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1997
 SY0244
 SY0244  HISTORY     - Date     Condition        Report By
 SY0244  HISTORY     - 1965     MONUMENTED       CGS
 SY0244  HISTORY     - 1972     GOOD             NGS
 SY0244  HISTORY     - 1979     GOOD             NGS
 SY0244  HISTORY     - 19970912 GOOD             NGS
 SY0244
 SY0244                          STATION DESCRIPTION
 SY0244
 SY0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SY0244'IN SEATTLE.
 SY0244'LOCATED AT BOEING FIELD INTERNATIONAL (KING COUNTY AIRPORT), 1.2 MILES
 SY0244'NORTH, WEST AND SOUTH ALONG THE PERIMETER ROAD FROM THE JUNCTION OF
 SY0244'THE BOEING FIELD TERMINAL ENTRANCE AND AIRPORT WAY SOUTH, ALONG THE
 SY0244'WEST SIDE OF THE TAXI STRIP WEST OF THE RUNWAY, 58 FEET EAST OF THE
 SY0244'JET BLAST DEFLECTOR FENCE, 7.5 FEET SOUTHEAST OF THE SOUTH CORNER OF A
 SY0244'STORM SEWER DRAIN AND 2 FEET WEST OF THE WEST EDGE OF THE TAXI STRIP.
 SY0244'SET FLUSH IN THE TOP OF AN 8 INCH CONCRETE MONUMENT. SECTION 28, T
 SY0244'24N, R 4E.
 SY0244
 SY0244                          STATION RECOVERY (1979)
 SY0244
 SY0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SY0244'RECOVERED IN GOOD CONDITION.
 SY0244
 SY0244                          STATION RECOVERY (1997)
 SY0244
 SY0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 SY0244'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0245 ***********************************************************************
 SY0245  DESIGNATION -  BOEING K
 SY0245  PID         -  SY0245
 SY0245  STATE/COUNTY-  WA/KING
 SY0245  USGS QUAD   -  POVERTY BAY (1994)
 SY0245
 SY0245                         *CURRENT SURVEY CONTROL
 SY0245  ___________________________________________________________________
 SY0245* NAD 83(1998)-  47 32 04.13164(N)    122 18 29.38474(W)     ADJUSTED  
 SY0245* NAVD 88     -         4.1    (meters)      13.     (feet)  GPS OBS   
 SY0245  ___________________________________________________________________
 SY0245  X           -  -2,305,730.554 (meters)                     COMP
 SY0245  Y           -  -3,646,154.930 (meters)                     COMP
 SY0245  Z           -   4,682,072.643 (meters)                     COMP
 SY0245  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 SY0245  ELLIP HEIGHT-         -19.27  (meters)          (12/17/01) GPS OBS
 SY0245  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SY0245
 SY0245  HORZ ORDER  -  THIRD
 SY0245  VERT ORDER  -  ? (See Below)
 SY0245  ELLP ORDER  -  THIRD     CLASS II
 SY0245
 SY0245.This mark is at Renton Municipal Airport (RNT)
 SY0245
 SY0245.The horizontal coordinates were established by GPS observations
 SY0245.and adjusted by the National Geodetic Survey in December 2001..
 SY0245.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY0245.DATUM ITEM on the data sheet items page.
 SY0245
 SY0245.The orthometric height was determined by GPS observations and a
 SY0245.high-resolution geoid model.
 SY0245.The vertical order pertains to the NGVD 29 superseded value.
 SY0245
 SY0245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY0245
 SY0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0245
 SY0245.The ellipsoidal height was determined by GPS observations
 SY0245.and is referenced to NAD 83.
 SY0245
 SY0245.The geoid height was determined by GEOID03.
 SY0245
 SY0245;                    North         East     Units Scale Factor Converg.
 SY0245;SPC WA N     -    60,488.790   388,961.381   MT  0.99999375   -1 05 52.9
 SY0245;SPC WA N     -   198,453.64  1,276,117.46   sFT  0.99999375   -1 05 52.9
 SY0245;UTM  10      - 5,264,793.742   552,070.426   MT  0.99963332   +0 30 37.3
 SY0245
 SY0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0245!SPC WA N     -   1.00000302  x   0.99999375  =   0.99999677
 SY0245!UTM  10      -   1.00000302  x   0.99963332  =   0.99963634
 SY0245
 SY0245                          SUPERSEDED SURVEY CONTROL
 SY0245
 SY0245  NAD 83(1998)-  47 32 04.12979(N)    122 18 29.38621(W) AD(       ) 3
 SY0245  ELLIP H (06/30/99)  -19.06   (m)                       GP(       ) 3 2
 SY0245  NGVD 29 (??/??/??)    3.024  (m)            9.92   (f) ADJUSTED    ?  
 SY0245
 SY0245.Superseded values are not recommended for survey control.
 SY0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0245.See file dsdata.txt to determine how the superseded data were derived.
 SY0245
 SY0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5207064794(NAD 83)
 SY0245_MARKER: DE = TRAVERSE STATION DISK
 SY0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0245_STAMPING: BOEING K 2000 FEET 1965
 SY0245_MARK LOGO: CGS   
 SY0245_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0245+STABILITY: SURFACE MOTION
 SY0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0245+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1997
 SY0245
 SY0245  HISTORY     - Date     Condition        Report By
 SY0245  HISTORY     - 1965     MONUMENTED       CGS
 SY0245  HISTORY     - 1972     GOOD             NGS
 SY0245  HISTORY     - 1979     GOOD             NGS
 SY0245  HISTORY     - 19970912 GOOD             NGS
 SY0245
 SY0245                          STATION DESCRIPTION
 SY0245
 SY0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SY0245'IN SEATTLE.
 SY0245'LOCATED AT BOEING FIELD INTERNATIONAL (KING COUNTY AIRPORT), 1.4 MILES
 SY0245'NORTH, WEST THEN SOUTH ALONG THE PERIMETER ROAD FROM THE JUNCTION OF
 SY0245'THE BOEING FIELD TERMINAL ENTRANCE AND AIRPORT WAY SOUTH, ALONG THE
 SY0245'WEST SIDE OF THE TAXI STRIP ALONG THE WEST SIDE OF THE RUNWAY, 2 FEET
 SY0245'WEST OF THE ASPHALT TAXI STRIP, SET FLUSH IN THE TOP OF AN 8 INCH
 SY0245'SQUARE CONCRETE MONUMENT.  SECTION 28, T 24N, R 4E.
 SY0245
 SY0245                          STATION RECOVERY (1979)
 SY0245
 SY0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SY0245'RECOVERED IN GOOD CONDITION.
 SY0245
 SY0245                          STATION RECOVERY (1997)
 SY0245
 SY0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 SY0245'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0247 ***********************************************************************
 SY0247  DESIGNATION -  BOEING L
 SY0247  PID         -  SY0247
 SY0247  STATE/COUNTY-  WA/KING
 SY0247  USGS QUAD   -  POVERTY BAY (1994)
 SY0247
 SY0247                         *CURRENT SURVEY CONTROL
 SY0247  ___________________________________________________________________
 SY0247* NAD 83(1998)-  47 31 47.00292(N)    122 18 14.89804(W)     ADJUSTED  
 SY0247* NAVD 88     -         4.9    (meters)      16.     (feet)  GPS OBS   
 SY0247  ___________________________________________________________________
 SY0247  X           -  -2,305,683.292 (meters)                     COMP
 SY0247  Y           -  -3,646,647.138 (meters)                     COMP
 SY0247  Z           -   4,681,716.067 (meters)                     COMP
 SY0247  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 SY0247  ELLIP HEIGHT-         -18.47  (meters)          (12/17/01) GPS OBS
 SY0247  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SY0247
 SY0247  HORZ ORDER  -  THIRD
 SY0247  VERT ORDER  -  ? (See Below)
 SY0247  ELLP ORDER  -  THIRD     CLASS II
 SY0247
 SY0247.This mark is at Renton Municipal Airport (RNT)
 SY0247
 SY0247.The horizontal coordinates were established by GPS observations
 SY0247.and adjusted by the National Geodetic Survey in December 2001..
 SY0247.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY0247.DATUM ITEM on the data sheet items page.
 SY0247
 SY0247.The orthometric height was determined by GPS observations and a
 SY0247.high-resolution geoid model.
 SY0247.The vertical order pertains to the NGVD 29 superseded value.
 SY0247
 SY0247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY0247
 SY0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0247
 SY0247.The ellipsoidal height was determined by GPS observations
 SY0247.and is referenced to NAD 83.
 SY0247
 SY0247.The geoid height was determined by GEOID03.
 SY0247
 SY0247;                    North         East     Units Scale Factor Converg.
 SY0247;SPC WA N     -    59,954.094   389,254.204   MT  0.99999459   -1 05 42.2
 SY0247;SPC WA N     -   196,699.39  1,277,078.17   sFT  0.99999459   -1 05 42.2
 SY0247;UTM  10      - 5,264,267.665   552,378.030   MT  0.99963371   +0 30 47.9
 SY0247
 SY0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0247!SPC WA N     -   1.00000290  x   0.99999459  =   0.99999748
 SY0247!UTM  10      -   1.00000290  x   0.99963371  =   0.99963660
 SY0247
 SY0247                          SUPERSEDED SURVEY CONTROL
 SY0247
 SY0247  NAD 83(1998)-  47 31 47.00107(N)    122 18 14.89951(W) AD(       ) 3
 SY0247  ELLIP H (06/30/99)  -18.26   (m)                       GP(       ) 3 2
 SY0247  NGVD 29 (??/??/??)    3.790  (m)           12.43   (f) ADJUSTED    ?  
 SY0247
 SY0247.Superseded values are not recommended for survey control.
 SY0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0247.See file dsdata.txt to determine how the superseded data were derived.
 SY0247
 SY0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5237864268(NAD 83)
 SY0247_MARKER: DE = TRAVERSE STATION DISK
 SY0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0247_STAMPING: BOEING L 4000 FEET 1965
 SY0247_MARK LOGO: CGS   
 SY0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0247+STABILITY: SURFACE MOTION
 SY0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0247+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1997
 SY0247
 SY0247  HISTORY     - Date     Condition        Report By
 SY0247  HISTORY     - 1965     MONUMENTED       CGS
 SY0247  HISTORY     - 1972     GOOD             NGS
 SY0247  HISTORY     - 1974     GOOD             NGS
 SY0247  HISTORY     - 1979     GOOD             NGS
 SY0247  HISTORY     - 19970912 GOOD             NGS
 SY0247
 SY0247                          STATION DESCRIPTION
 SY0247
 SY0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SY0247'IN SEATTLE.
 SY0247'LOCATED AT BOEING FIELD INTERNATIONAL (KING COUNTY AIRPORT), 1.8 MILES
 SY0247'NORTH, WEST AND THEN SOUTH ALONG THE PERIMETER ROAD FROM THE JUNCTION
 SY0247'OF THE BOEING FIELD TERMINAL ENTRANCE AND AIRPORT WAY SOUTH, ALONG THE
 SY0247'WEST EDGE OF THE TAXI STRIP, ALONG THE WEST SIDE OF THE RUNWAY, ABOUT
 SY0247'140 FEET NORTH OF THE AIRPORT CONTROL TOWER, 29 FEET EAST OF A WOVEN
 SY0247'WIRE FENCE, 2 FEET WEST OF THE WEST EDGE OF THE PAVED TAXI STRIP. SET
 SY0247'IN THE TOP OF AN 8 INCH CONCRETE MONUMENT 2 INCHES BELOW THE SURFACE
 SY0247'OF THE GROUND.  SECTION 33, T 24N, R 4E.
 SY0247
 SY0247                          STATION RECOVERY (1974)
 SY0247
 SY0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY0247'RECOVERED IN GOOD CONDITION.
 SY0247
 SY0247                          STATION RECOVERY (1979)
 SY0247
 SY0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SY0247'RECOVERED IN GOOD CONDITION.
 SY0247
 SY0247                          STATION RECOVERY (1997)
 SY0247
 SY0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 SY0247'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2278 ***********************************************************************
 SY2278  DESIGNATION -  BOISE 1937
 SY2278  PID         -  SY2278
 SY2278  STATE/COUNTY-  WA/KING
 SY2278  USGS QUAD   -  BUCKLEY (1993)
 SY2278
 SY2278                         *CURRENT SURVEY CONTROL
 SY2278  ___________________________________________________________________
 SY2278* NAD 83(1991)-  47 11 36.24277(N)    122 01 28.58782(W)     ADJUSTED  
 SY2278* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 SY2278  ___________________________________________________________________
 SY2278  LAPLACE CORR-          10.05  (seconds)                    DEFLEC99
 SY2278  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 SY2278
 SY2278  HORZ ORDER  -  SECOND
 SY2278
 SY2278.The horizontal coordinates were established by classical geodetic methods
 SY2278.and adjusted by the National Geodetic Survey in December 1991..
 SY2278
 SY2278.The orthometric height was scaled from a topographic map.
 SY2278
 SY2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2278
 SY2278.The geoid height was determined by GEOID03.
 SY2278
 SY2278;                    North         East     Units Scale Factor Converg.
 SY2278;SPC WA N     -    22,201.807   409,721.066   MT  1.00007127   -0 53 12.9
 SY2278;SPC WA N     -    72,840.43  1,344,226.53   sFT  1.00007127   -0 53 12.9
 SY2278;SPC WA S     -   207,869.626   384,474.067   MT  0.99997099   -1 06 26.9
 SY2278;SPC WA S     -   681,985.60  1,261,395.33   sFT  0.99997099   -1 06 26.9
 SY2278;UTM  10      - 5,227,117.826   573,886.482   MT  0.99966709   +0 42 56.3
 SY2278
 SY2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2278!SPC WA N     -   0.99996865  x   1.00007127  =   1.00003992
 SY2278!SPC WA S     -   0.99996865  x   0.99997099  =   0.99993964
 SY2278!UTM  10      -   0.99996865  x   0.99966709  =   0.99963575
 SY2278
 SY2278                          SUPERSEDED SURVEY CONTROL
 SY2278
 SY2278  NAD 83(1986)-  47 11 36.23357(N)    122 01 28.60189(W) AD(       ) 2
 SY2278  NAD 27      -  47 11 36.86800(N)    122 01 24.20100(W) AD(       ) 2
 SY2278
 SY2278.Superseded values are not recommended for survey control.
 SY2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2278.See file dsdata.txt to determine how the superseded data were derived.
 SY2278
 SY2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7388627118(NAD 83)
 SY2278_MARKER: Z = SEE DESCRIPTION
 SY2278_SETTING: 0 = UNSPECIFIED SETTING
 SY2278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2278
 SY2278  HISTORY     - Date     Condition        Report By
 SY2278  HISTORY     - 1937     MONUMENTED       WAGS
 SY2278  HISTORY     - 1955     SEE DESCRIPTION  USGS
 SY2278  HISTORY     - 1971     SEE DESCRIPTION  WA-033
 SY2278
 SY2278                          STATION DESCRIPTION
 SY2278
 SY2278'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY2278'STATION IS ABOUT 3.0 MILES, AIR LINE, NE OF BUCKLEY AND ABOUT 1.5
 SY2278'MILES, AIR LINE, SW OF ENUMCLAW.  STATION IS JUST N OF MAPLE FARM
 SY2278'(SEE NAME ON RED BARN S OF ROAD) ON SOFT N SHOULDER OF ROAD 11 FEET
 SY2278'S OF FENCE AND ABOUT 12 PACES E OF EINER BIELSONS MAIL BOX.
 SY2278'
 SY2278'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS SET
 SY2278'IN PRECAST CONCRETE POSTS BURIED IN GROUND.
 SY2278'
 SY2278'STATION REACHED AS FOLLOWS--FROM CITY CENTER, IN ENUMCLAW, RUN
 SY2278'ON PAVED BUCKLEY ROAD FOR 1.6 MILES TO A GRAVELED ROAD COMING IN
 SY2278'FROM THE RIGHT (W).  TURN W ON GRAVELED ROAD AND GO 0.4 MILE TO
 SY2278'EINER BIELSONS MAIL BOX AND STATION.
 SY2278
 SY2278                          STATION RECOVERY (1955)
 SY2278
 SY2278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 SY2278'STATION SEARCHED FOR BUT NOT FOUND, PROBABLY BECAUSE THE STATION
 SY2278'MARK AND REFERENCE MARKS WERE BURIED.  ALSO THE RANCHER, MENTIONED
 SY2278'IN THE DESCRIPTION, SEEMED TO THINK THAT THE STATION HAS BEEN
 SY2278'KNOCKED OUT BY COUNTY ROAD CREWS DURING GRADING OPERATIONS.
 SY2278
 SY2278                          STATION RECOVERY (1971)
 SY2278
 SY2278'RECOVERY NOTE BY KING COUNTY WASHINGTON 1971 (CWC)
 SY2278'SEARCHED FOR AND NOT FOUND AND PROBABLY DESTROYED BY ROAD
 SY2278'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5161 ***********************************************************************
 SY5161  DESIGNATION -  BOLD 1916
 SY5161  PID         -  SY5161
 SY5161  STATE/COUNTY-  WA/KITSAP
 SY5161  USGS QUAD   -  SUQUAMISH (1981)
 SY5161
 SY5161                         *CURRENT SURVEY CONTROL
 SY5161  ___________________________________________________________________
 SY5161* NAD 83(1991)-  47 42 20.13945(N)    122 33 51.79389(W)     ADJUSTED  
 SY5161* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 SY5161  ___________________________________________________________________
 SY5161  LAPLACE CORR-         -11.94  (seconds)                    DEFLEC99
 SY5161  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY5161
 SY5161  HORZ ORDER  -  THIRD
 SY5161
 SY5161.The horizontal coordinates were established by classical geodetic methods
 SY5161.and adjusted by the National Geodetic Survey in December 1991..
 SY5161
 SY5161.The orthometric height was scaled from a topographic map.
 SY5161
 SY5161.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5161
 SY5161.The geoid height was determined by GEOID03.
 SY5161
 SY5161;                    North         East     Units Scale Factor Converg.
 SY5161;SPC WA N     -    79,910.284   370,101.350   MT  0.99996800   -1 17 19.7
 SY5161;SPC WA N     -   262,172.32  1,214,240.85   sFT  0.99996800   -1 17 19.7
 SY5161;UTM  10      - 5,283,670.987   532,679.175   MT  0.99961312   +0 19 20.0
 SY5161
 SY5161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5161!SPC WA N     -   0.99999765  x   0.99996800  =   0.99996565
 SY5161!UTM  10      -   0.99999765  x   0.99961312  =   0.99961077
 SY5161
 SY5161                          SUPERSEDED SURVEY CONTROL
 SY5161
 SY5161  NAD 83(1986)-  47 42 20.13487(N)    122 33 51.79885(W) AD(       ) 3
 SY5161  NAD 27      -  47 42 20.79100(N)    122 33 47.30900(W) AD(       ) 3
 SY5161
 SY5161.Superseded values are not recommended for survey control.
 SY5161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5161.See file dsdata.txt to determine how the superseded data were derived.
 SY5161
 SY5161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3267983671(NAD 83)
 SY5161_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5161_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 SY5161_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SY5161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5161
 SY5161  HISTORY     - Date     Condition        Report By
 SY5161  HISTORY     - 1916     MONUMENTED       CGS
 SY5161  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5161  HISTORY     - 19990301 MARK NOT FOUND   USPSQD
 SY5161
 SY5161                          STATION DESCRIPTION
 SY5161
 SY5161'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY5161'THIS STATION IS SITUATED ON THE SHORE OF BAINBRIDGE ISLAND NEAR
 SY5161'THE SOUTHERN ENTRANCE TO AGATE PASS, WHERE THE SHORE HAS A N AND
 SY5161'S DIRECTION AND IS VERY FLAT.  THE DARK-COLORED SAND MAKES A BROAD
 SY5161'BEACH AT LOW WATER.  AT THE HIGH-WATER LINE IS A STRIP OF GRAVEL
 SY5161'AND THE STATION IS SET FLUSH WITH THE SURFACE ABOUT AT THE MIDDLE
 SY5161'OF THE GRAVEL STRIP.  THE NORTHERNMOST OF THE TWO SEABOLD DOCKS
 SY5161'IS 1/4 MILE (EST.) TO THE SOUTHWARD.
 SY5161'
 SY5161'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE
 SY5161'TOP OF A TILE AS DESCRIBED IN NOTE 6A.
 SY5161'
 SY5161'WITNESS MARK NO.1 IS A BLACK BOULDER LYING 57 FEET TO
 SY5161'NORTHWARD.  AN OLD STUMP, WEATHER BLEACHED, ABOUT 20 FEET TALL
 SY5161'LIES AT THE FOOT OF THE BANK DIRECTLY INSHORE, AND THE TRIANGLE
 SY5161'CALLED WITNESS MARK NO.2 IS CARVED IN IT, FACING THE
 SY5161'STATION.  WITNESS MARK NO.3 IS AN IRREGULAR BLAZE IN A CLUMP OF
 SY5161'LIGHT-COLORED AND PARTIALLY DEAD TREES.
 SY5161
 SY5161                          STATION RECOVERY (1934)
 SY5161
 SY5161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5161'STATION NOT RECOVERED - DESTROYED BY EROSION OR ACCRETION.
 SY5161'
 SY5161'WITNESS MARKS DESTROYED.
 SY5161'
 SY5161'NEW STATION BOLD 2 (1934) ESTABLISHED.
 SY5161
 SY5161                          STATION RECOVERY (1999)
 SY5161
 SY5161'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY5161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2031 ***********************************************************************
 TR2031  DESIGNATION -  BOLD 1940
 TR2031  PID         -  TR2031
 TR2031  STATE/COUNTY-  WA/SAN JUAN
 TR2031  USGS QUAD   -  BLAKELY ISLAND (1994)
 TR2031
 TR2031                         *CURRENT SURVEY CONTROL
 TR2031  ___________________________________________________________________
 TR2031* NAD 83(1991)-  48 34 35.18238(N)    122 47 11.31037(W)     ADJUSTED  
 TR2031* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2031  ___________________________________________________________________
 TR2031  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 TR2031  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 TR2031
 TR2031  HORZ ORDER  -  THIRD
 TR2031
 TR2031.The horizontal coordinates were established by classical geodetic methods
 TR2031.and adjusted by the National Geodetic Survey in December 1991..
 TR2031
 TR2031.The orthometric height was scaled from a topographic map.
 TR2031
 TR2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2031
 TR2031.The geoid height was determined by GEOID03.
 TR2031
 TR2031;                    North         East     Units Scale Factor Converg.
 TR2031;SPC WA N     -   177,105.314   355,896.391   MT  0.99997428   -1 27 15.0
 TR2031;SPC WA N     -   581,053.02  1,167,636.74   sFT  0.99997428   -1 27 15.0
 TR2031;UTM  10      - 5,380,394.320   515,749.745   MT  0.99960305   +0 09 36.4
 TR2031
 TR2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2031!SPC WA N     -   1.00000307  x   0.99997428  =   0.99997735
 TR2031!UTM  10      -   1.00000307  x   0.99960305  =   0.99960612
 TR2031
 TR2031                          SUPERSEDED SURVEY CONTROL
 TR2031
 TR2031  NAD 83(1986)-  48 34 35.18480(N)    122 47 11.31314(W) AD(       ) 3
 TR2031  NAD 27      -  48 34 35.81400(N)    122 47 06.67400(W) AD(       ) 3
 TR2031
 TR2031.Superseded values are not recommended for survey control.
 TR2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2031.See file dsdata.txt to determine how the superseded data were derived.
 TR2031
 TR2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1575080394(NAD 83)
 TR2031_MARKER: Z = SEE DESCRIPTION
 TR2031_SETTING: 0 = UNSPECIFIED SETTING
 TR2031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2031
 TR2031  HISTORY     - Date     Condition        Report By
 TR2031  HISTORY     - 1940     MONUMENTED       CGS
 TR2031  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR2031
 TR2031                          STATION DESCRIPTION
 TR2031
 TR2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RLS)
 TR2031'STATION IS LOCATED ON THE NE SIDE OF BLAKELY ISLAND, IN THE
 TR2031'CENTER OF A GROUP OF FIVE BOLD ROCK OUTCROPS, ABOUT ON RANGE WITH
 TR2031'DEER POINT AND THE LOOKOUT TOWER ON MT. CONSTITUTION.  STATION
 TR2031'IS IN THE CENTER OF A WHITEWASHED ROCK, ABOUT 2 METERS INSHORE
 TR2031'FROM THE HIGH-WATER MARK.
 TR2031'
 TR2031'STATION MARK IS A STANDARD BRONZE HYDROGRAPHIC DISK CEMENTED
 TR2031'FLUSH WITH ROCK SURFACE.
 TR2031
 TR2031                          STATION RECOVERY (1967)
 TR2031
 TR2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WFF)
 TR2031'RECOVERED AS DESCRIBED, NO SEARCH WAS MADE FOR REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5157 ***********************************************************************
 SY5157  DESIGNATION -  BOLD 2
 SY5157  PID         -  SY5157
 SY5157  STATE/COUNTY-  WA/KITSAP
 SY5157  USGS QUAD   -  SUQUAMISH (1981)
 SY5157
 SY5157                         *CURRENT SURVEY CONTROL
 SY5157  ___________________________________________________________________
 SY5157* NAD 83(1991)-  47 42 18.03569(N)    122 33 51.92871(W)     ADJUSTED  
 SY5157* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 SY5157  ___________________________________________________________________
 SY5157  LAPLACE CORR-         -11.93  (seconds)                    DEFLEC99
 SY5157  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY5157
 SY5157  HORZ ORDER  -  SECOND
 SY5157
 SY5157.The horizontal coordinates were established by classical geodetic methods
 SY5157.and adjusted by the National Geodetic Survey in December 1991..
 SY5157
 SY5157.The orthometric height was scaled from a topographic map.
 SY5157
 SY5157.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5157
 SY5157.The geoid height was determined by GEOID03.
 SY5157
 SY5157;                    North         East     Units Scale Factor Converg.
 SY5157;SPC WA N     -    79,845.392   370,097.079   MT  0.99996807   -1 17 19.8
 SY5157;SPC WA N     -   261,959.42  1,214,226.83   sFT  0.99996807   -1 17 19.8
 SY5157;UTM  10      - 5,283,606.024   532,676.730   MT  0.99961312   +0 19 19.9
 SY5157
 SY5157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5157!SPC WA N     -   0.99999765  x   0.99996807  =   0.99996572
 SY5157!UTM  10      -   0.99999765  x   0.99961312  =   0.99961077
 SY5157
 SY5157|---------------------------------------------------------------------|
 SY5157| PID    Reference Object                     Distance      Geod. Az  |
 SY5157|                                                           dddmmss.s |
 SY5157| CF7183 BOLD 2 RM                            41.680 METERS 09753     |
 SY5157| SY5172 CROOK 2                             APPROX. 1.3 KM 1844851.7 |
 SY5157| SY5086 GATE 2                              APPROX. 0.6 KM 3563354.6 |
 SY5157|---------------------------------------------------------------------|
 SY5157
 SY5157                          SUPERSEDED SURVEY CONTROL
 SY5157
 SY5157  NAD 83(1986)-  47 42 18.03112(N)    122 33 51.93370(W) AD(       ) 2
 SY5157  NAD 27      -  47 42 18.68600(N)    122 33 47.44500(W) AD(       ) 2
 SY5157
 SY5157.Superseded values are not recommended for survey control.
 SY5157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5157.See file dsdata.txt to determine how the superseded data were derived.
 SY5157
 SY5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3267783606(NAD 83)
 SY5157_MARKER: Z = SEE DESCRIPTION
 SY5157_SETTING: 0 = UNSPECIFIED SETTING
 SY5157
 SY5157  HISTORY     - Date     Condition        Report By
 SY5157  HISTORY     - 1934     MONUMENTED       CGS
 SY5157
 SY5157                          STATION DESCRIPTION
 SY5157
 SY5157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5157'LOCATED ON THE NW CORNER OF BAINBRIDGE ISLAND ABOUT 0.3 MILE
 SY5157'(NAUTICAL) S OF THE S END OF AGATE PASSAGE AND ABOUT 0.9 MILE
 SY5157'(NAUTICAL) N OF THE SEABOLD DOCK.  A STANDARD DISK SET IN A LARGE
 SY5157'OVAL-SHAPED BOULDER ABOUT 25 FEET OUT FROM THE FOOT OF THE
 SY5157'BANK.  MARK IS COVERED ABOUT 1 FOOT AT EXTREME HIGH WATER.
 SY5157'BOULDER IS 2-1/2 FEET HIGH AND 5 FEET LONG AND BARNACLE COVERED.
 SY5157'
 SY5157'REFERENCE MARK IS A STANDARD DISK SET IN A SMALL FLAT BOULDER
 SY5157'DIRECTLY INSHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1809 ***********************************************************************
 TR1809  DESIGNATION -  BOLDA
 TR1809  PID         -  TR1809
 TR1809  STATE/COUNTY-  WA/SAN JUAN
 TR1809  USGS QUAD   -  RICHARDSON (1977)
 TR1809
 TR1809                         *CURRENT SURVEY CONTROL
 TR1809  ___________________________________________________________________
 TR1809* NAD 83(1991)-  48 27 56.14474(N)    122 59 51.95754(W)     ADJUSTED  
 TR1809* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 TR1809  ___________________________________________________________________
 TR1809  LAPLACE CORR-          -9.07  (seconds)                    DEFLEC99
 TR1809  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 TR1809
 TR1809  HORZ ORDER  -  THIRD
 TR1809
 TR1809.The horizontal coordinates were established by classical geodetic methods
 TR1809.and adjusted by the National Geodetic Survey in December 1991..
 TR1809
 TR1809.The orthometric height was scaled from a topographic map.
 TR1809
 TR1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1809
 TR1809.The geoid height was determined by GEOID03.
 TR1809
 TR1809;                    North         East     Units Scale Factor Converg.
 TR1809;SPC WA N     -   165,201.758   339,964.560   MT  0.99996065   -1 36 41.3
 TR1809;SPC WA N     -   541,999.43  1,115,367.06   sFT  0.99996065   -1 36 41.3
 TR1809;UTM  10      - 5,368,051.368   500,165.143   MT  0.99960000   +0 00 06.0
 TR1809
 TR1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1809!SPC WA N     -   1.00000253  x   0.99996065  =   0.99996318
 TR1809!UTM  10      -   1.00000253  x   0.99960000  =   0.99960253
 TR1809
 TR1809                          SUPERSEDED SURVEY CONTROL
 TR1809
 TR1809  NAD 83(1986)-  48 27 56.14606(N)    122 59 51.96178(W) AD(       ) 3
 TR1809  NAD 27      -  48 27 56.79300(N)    122 59 47.32500(W) AD(       ) 3
 TR1809
 TR1809.Superseded values are not recommended for survey control.
 TR1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1809.See file dsdata.txt to determine how the superseded data were derived.
 TR1809
 TR1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0016568051(NAD 83)
 TR1809_MARKER: Z = SEE DESCRIPTION
 TR1809_SETTING: 0 = UNSPECIFIED SETTING
 TR1809
 TR1809  HISTORY     - Date     Condition        Report By
 TR1809  HISTORY     - 1940     MONUMENTED       CGS
 TR1809  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR1809  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1809  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR1809  HISTORY     - 1983     GOOD             USPSQD
 TR1809  HISTORY     - 19950625 GOOD             USPSQD
 TR1809
 TR1809                          STATION DESCRIPTION
 TR1809
 TR1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR1809'STATION IS IN A LARGE GRANITE BOULDER (8- BY 6- BY 6-FEET) THE ONLY
 TR1809'PROMINENT BOULDER IN THE LOCALITY, AT THE HIGH-WATER LINE AND AT
 TR1809'THE FOOT OF A 15-FOOT GRAVEL BLUFF, 4.4 NAUTICAL MILES FROM TURN
 TR1809'ROCK LIGHT.  STATION IS ABOUT 90 METERS E OF THE W END OF THIS
 TR1809'BLUFF.  ABOUT 90 METERS W OF THE BEGINNING OF THE BLUFF IS A
 TR1809'LAGOON BACK OF THE HIGH-WATER LINE (NO ENTRANCE TO SAME).  THE
 TR1809'FIRST OF THE EVERGREEN WOODS IS LOCATED ABOUT 20 METERS E OF THE
 TR1809'STATION.  HARBOR ROCK IS IN RANGE WITH LOPEZ HILL.  MARK IS
 TR1809'3 FEET ABOVE HIGH WATER.
 TR1809'
 TR1809'STATION MARK AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS
 TR1809'WEDGED IN DRILL HOLES IN BOULDERS.
 TR1809'
 TR1809'REFERENCE MARK NO.1 IS 9.50 METERS FROM STATION.
 TR1809
 TR1809                          STATION RECOVERY (1950)
 TR1809
 TR1809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1809'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 TR1809'
 TR1809'ON THE SE SIDE OF SAN JUAN ISLAND, NEAR THE S END OF GRIFFIN
 TR1809'BAY, ABOUT 1.2 NAUTICAL MILES SSE OF LOW POINT, ABOUT 1.1 MILES W
 TR1809'OF HARBOR ROCK, ABOUT 90 METERS E OF THE W END OF A GRAVEL BLUFF,
 TR1809'ABOUT 20 METERS NW OF THE END OF A LINE OF EVERGREEN TREES GROWING
 TR1809'ALONG THE EDGE OF A GRAVEL BLUFF, AT THE BASE OF THE BLUFF, 2.0
 TR1809'METERS INSHORE FROM THE HIGH-WATER LINE, AND IN THE TOP OF A
 TR1809'LONE 8- BY 6- BY 6-FOOT GRANITE BOULDER.  STATION MARK IS A
 TR1809'BRONZE STATION DISK STAMPED BOLDA 1940 SET IN A DRILL HOLE
 TR1809'FLUSH WITH THE SURFACE.
 TR1809'
 TR1809'R.M. 1 IS NW OF THE STATION, ON A ROCK, AND AT THE BASE OF A
 TR1809'GRAVEL BLUFF.  IT IS A BRONZE REFERENCE DISK STAMPED BOLDA 1940
 TR1809'NO 1 SET IN A DRILL HOLE FLUSH WITH THE SURFACE.
 TR1809'
 TR1809'THE DISTANCE TO THE REFERENCE MARK WAS VERIFIED.
 TR1809
 TR1809                          STATION RECOVERY (1953)
 TR1809
 TR1809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR1809'STATION AND ONE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 TR1809'DESCRIBED BY C.W.C. IN 1950.  THE 1950 DESCRIPTION IS
 TR1809'ADEQUATE.  REFERENCE MARK 1 WAS MEASURED AND DISTANCE VERIFIED.
 TR1809
 TR1809                          STATION RECOVERY (1973)
 TR1809
 TR1809'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1809'STATION FOUND AS DESCRIBED.  NEW ELEVATION ESTABLISHED.
 TR1809
 TR1809                          STATION RECOVERY (1983)
 TR1809
 TR1809'RECOVERY NOTE BY US POWER SQUADRON 1983 (JH)
 TR1809'BOLDA 1940 IN GOOD CONDITION AND IN LOCATION.
 TR1809'
 TR1809'ROCK IS NOT OVER 4 FEET HIGH AT THIS TIME.
 TR1809
 TR1809                          STATION RECOVERY (1995)
 TR1809
 TR1809'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR1809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3415 ***********************************************************************
 SY3415  DESIGNATION -  BOLE
 SY3415  PID         -  SY3415
 SY3415  STATE/COUNTY-  WA/PIERCE
 SY3415  USGS QUAD   -  VAUGHN (1994)
 SY3415
 SY3415                         *CURRENT SURVEY CONTROL
 SY3415  ___________________________________________________________________
 SY3415* NAD 83(1991)-  47 17 06.37139(N)    122 48 05.12109(W)     ADJUSTED  
 SY3415* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY3415  ___________________________________________________________________
 SY3415  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 SY3415  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 SY3415
 SY3415  HORZ ORDER  -  THIRD
 SY3415
 SY3415.The horizontal coordinates were established by classical geodetic methods
 SY3415.and adjusted by the National Geodetic Survey in December 1991..
 SY3415
 SY3415.The orthometric height was scaled from a topographic map.
 SY3415
 SY3415.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3415
 SY3415.The geoid height was determined by GEOID03.
 SY3415
 SY3415;                    North         East     Units Scale Factor Converg.
 SY3415;SPC WA S     -   219,487.690   325,922.848   MT  0.99998932   -1 40 18.3
 SY3415;SPC WA S     -   720,102.53  1,069,298.54   sFT  0.99998932   -1 40 18.3
 SY3415;SPC WA N     -    33,602.506   351,122.344   MT  1.00004701   -1 27 55.0
 SY3415;SPC WA N     -   110,244.22  1,151,973.89   sFT  1.00004701   -1 27 55.0
 SY3415;UTM  10      - 5,236,866.502   515,016.469   MT  0.99960277   +0 08 45.2
 SY3415
 SY3415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3415!SPC WA S     -   1.00000287  x   0.99998932  =   0.99999219
 SY3415!SPC WA N     -   1.00000287  x   1.00004701  =   1.00004988
 SY3415!UTM  10      -   1.00000287  x   0.99960277  =   0.99960564
 SY3415
 SY3415|---------------------------------------------------------------------|
 SY3415| PID    Reference Object                     Distance      Geod. Az  |
 SY3415|                                                           dddmmss.s |
 SY3415| CE3370 BOLE RM                              71.560 METERS 23453     |
 SY3415| SY3410 DOUGAL 2                            APPROX. 3.8 KM 2945826.9 |
 SY3415|---------------------------------------------------------------------|
 SY3415
 SY3415                          SUPERSEDED SURVEY CONTROL
 SY3415
 SY3415  NAD 83(1986)-  47 17 06.36760(N)    122 48 05.13082(W) AD(       ) 3
 SY3415  NAD 27      -  47 17 07.01700(N)    122 48 00.62900(W) AD(       ) 3
 SY3415
 SY3415.Superseded values are not recommended for survey control.
 SY3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3415.See file dsdata.txt to determine how the superseded data were derived.
 SY3415
 SY3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1501636867(NAD 83)
 SY3415_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3415_SETTING: 80 = SET IN A BOULDER
 SY3415_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY3415
 SY3415  HISTORY     - Date     Condition        Report By
 SY3415  HISTORY     - 1934     MONUMENTED       CGS
 SY3415  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3415
 SY3415                          STATION DESCRIPTION
 SY3415
 SY3415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY3415'LOCATED ON THE E SIDE OF CASE INLET ABOUT 0.9 MILE (NAUTICAL) N OF
 SY3415'HERRON.  IT IS ABOUT 60 FEET OUTSIDE THE TREE LINE.
 SY3415'
 SY3415'STATION IS MARKED, AS DESCRIBED IN NOTE 4, BY A STANDARD BRONZE
 SY3415'DISK WEDGED IN A DRILL HOLE IN A VERY LARGE BLACK BOULDER (ABOUT
 SY3415'12 BY 10 FEET).  THE TOP IS JUST AWASH AT HIGH WATER.  IT IS THE
 SY3415'ONLY CONSPICUOUS BOULDER IN THE VICINITY.
 SY3415'
 SY3415'REFERENCE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 SY3415'LARGE FLAT BOULDER TO THE S.  BOULDER IS ABOUT 6 FEET IN DIAMETER
 SY3415'AND 1 FOOT HIGH AND ABOUT 60 FEET OUT FROM THE TREE LINE.
 SY3415
 SY3415                          STATION RECOVERY (1966)
 SY3415
 SY3415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3415'THE STATION MARK WAS RECOVERED IN A 10X12-FOOT BLACK BOULDER WHICH
 SY3415'PROJECTS ABOUT 6 FEET ABOVE THE BEACH AND THE BASE OF THE BOULDER
 SY3415'IS AT ABOUT THE 7-FOOT TIDE LEVEL.
 SY3415'
 SY3415'WATER WAS TOO HIGH WHEN THE STATION WAS VISITED TO MAKE A GOOD
 SY3415'SEARCH FOR THE REFERENCE MARK.
 SY3415'
 SY3415'THERE IS A SUMMER HOME, BACK OF THE STATION, WITH A CONCRETE
 SY3415'BULKHEAD AND A BOAT-LAUNCHING RAMP.  A ROAD COMES TO THIS HOUSE,
 SY3415'BUT I DID NOT FIND ITS ORIGIN.  THE STATION
 SY3415'WAS WALKED TO FROM ABOUT 1/3 MILE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5143 ***********************************************************************
 SY5143  DESIGNATION -  BOLIN
 SY5143  PID         -  SY5143
 SY5143  STATE/COUNTY-  WA/KITSAP
 SY5143  USGS QUAD   -  SUQUAMISH (1981)
 SY5143
 SY5143                         *CURRENT SURVEY CONTROL
 SY5143  ___________________________________________________________________
 SY5143* NAD 83(1991)-  47 41 26.82881(N)    122 35 28.23614(W)     ADJUSTED  
 SY5143* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5143  ___________________________________________________________________
 SY5143  LAPLACE CORR-         -12.41  (seconds)                    DEFLEC99
 SY5143  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 SY5143
 SY5143  HORZ ORDER  -  SECOND
 SY5143
 SY5143.The horizontal coordinates were established by classical geodetic methods
 SY5143.and adjusted by the National Geodetic Survey in December 1991..
 SY5143
 SY5143.The orthometric height was scaled from a topographic map.
 SY5143
 SY5143.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5143
 SY5143.The geoid height was determined by GEOID03.
 SY5143
 SY5143;                    North         East     Units Scale Factor Converg.
 SY5143;SPC WA N     -    78,309.858   368,053.802   MT  0.99996988   -1 18 31.5
 SY5143;SPC WA N     -   256,921.59  1,207,523.18   sFT  0.99996988   -1 18 31.5
 SY5143;UTM  10      - 5,282,014.219   530,678.145   MT  0.99961157   +0 18 08.4
 SY5143
 SY5143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5143!SPC WA N     -   1.00000297  x   0.99996988  =   0.99997285
 SY5143!UTM  10      -   1.00000297  x   0.99961157  =   0.99961454
 SY5143
 SY5143|---------------------------------------------------------------------|
 SY5143| PID    Reference Object                     Distance      Geod. Az  |
 SY5143|                                                           dddmmss.s |
 SY5143| CF7184 BOLIN RM                            101.280 METERS 11939     |
 SY5143| SY5122 KREG 2                              APPROX. 3.1 KM 1812945.9 |
 SY5143| SY5114 BATTLE POINT LIGHT                  APPROX. 3.1 KM 1832630.0 |
 SY5143|---------------------------------------------------------------------|
 SY5143
 SY5143                          SUPERSEDED SURVEY CONTROL
 SY5143
 SY5143  NAD 83(1986)-  47 41 26.82434(N)    122 35 28.24140(W) AD(       ) 2
 SY5143  NAD 27      -  47 41 27.47800(N)    122 35 23.74400(W) AD(       ) 2
 SY5143
 SY5143.Superseded values are not recommended for survey control.
 SY5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5143.See file dsdata.txt to determine how the superseded data were derived.
 SY5143
 SY5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3067882014(NAD 83)
 SY5143
 SY5143  HISTORY     - Date     Condition        Report By
 SY5143  HISTORY     - 1880     MONUMENTED       CGS
 SY5143  HISTORY     - 1916     SEE DESCRIPTION  CGS
 SY5143  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5143  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY5143  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY5143
 SY5143                          STATION DESCRIPTION
 SY5143
 SY5143'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (EE)
 SY5143'THIS SIGNAL IS ON LARGE BOULDER LYING 9 FEET OUTSIDE OF THE
 SY5143'HIGH-WATER MARK ON POINT BOLIN, OF COAST SURVEY CHART.  IT IS THE
 SY5143'ONLY LARGE BOULDER IN VICINITY, LYING SO CLOSE TO SHORE.
 SY5143'
 SY5143'A 10-INCH ALDER, BEARING NW DISTANT 19.5 FEET WAS BLAZED AND
 SY5143'MARKED.
 SY5143'
 SY5143'A 1/2-INCH HOLE, 1 INCH DEEP, WAS DRILLED IN THE BOULDERS
 SY5143'SURFACE, FLAT AND SMOOTH.
 SY5143'
 SY5143'SHOULD BE RECOVERED WITHOUT DIFFICULTY.
 SY5143
 SY5143                          STATION RECOVERY (1916)
 SY5143
 SY5143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY5143'RECOVERED AS DESCRIBED, EXCEPT THAT THE BLAZE WAS NOT RECOVERED,
 SY5143'AND EXCEPTION IS TAKEN TO THE STATEMENT THAT THIS IS THE ONLY
 SY5143'LARGE BOULDER IN VICINITY, LYING SO CLOSE TO SHORE.
 SY5143
 SY5143                          STATION RECOVERY (1934)
 SY5143
 SY5143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5143'FOUND AS DESCRIBED.  SET A STANDARD DISK STAMPED BOLIN 1880 IN
 SY5143'DRILL HOLE.  SET A NEW REFERENCE MARK IN A DRILL HOLE IN A SMALL
 SY5143'BOULDER TO THE SE.  STATION IS NOW ABOUT 25 FEET OUTSIDE THE
 SY5143'HIGH-WATER LINE AND FOOT OF THE BLUFF.
 SY5143
 SY5143                          STATION RECOVERY (1945)
 SY5143
 SY5143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (LCW)
 SY5143'STATION MARK AND REFERENCE MARK FOUND IN GOOD CONDITION.  STATION
 SY5143'IS ON A LARGE BOULDER ON POINT BOLIN THAT IS COVERED ABOUT 6
 SY5143'INCHES WITH WATER AT HIGH TIDE.  THE BOULDER IS ABOUT 4 FEET
 SY5143'SQUARE.  STATION MARK IS A BRONZE STATION DISK.
 SY5143'
 SY5143'REFERENCE MARK 1 IS SET IN DRILL HOLE IN A SMALL BOULDER TO THE SE.
 SY5143'
 SY5143'DIRECTION OR DISTANCE NOT MEASURED AS BOTH MARKS ARE COVERED BY
 SY5143'WATER.
 SY5143
 SY5143                          STATION RECOVERY (1972)
 SY5143
 SY5143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RAM)
 SY5143'BOLIN GOOD
 SY5143'
 SY5143'R.M.  GOOD
 SY5143'
 SY5143'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1912 ***********************************************************************
 SA1912  DESIGNATION -  BOLLES
 SA1912  PID         -  SA1912
 SA1912  STATE/COUNTY-  WA/WALLA WALLA
 SA1912  USGS QUAD   -  DIXIE (1976)
 SA1912
 SA1912                         *CURRENT SURVEY CONTROL
 SA1912  ___________________________________________________________________
 SA1912* NAD 83(1991)-  46 14 07.02130(N)    118 13 38.16998(W)     ADJUSTED  
 SA1912* NAVD 88     -       541.0    (meters)    1775.     (feet)  VERTCON   
 SA1912  ___________________________________________________________________
 SA1912  LAPLACE CORR-           9.70  (seconds)                    DEFLEC99
 SA1912  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 SA1912
 SA1912  HORZ ORDER  -  SECOND
 SA1912
 SA1912.The horizontal coordinates were established by classical geodetic methods
 SA1912.and adjusted by the National Geodetic Survey in December 1991..
 SA1912
 SA1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1912
 SA1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1912
 SA1912.The geoid height was determined by GEOID03.
 SA1912
 SA1912;                    North         East     Units Scale Factor Converg.
 SA1912;SPC WA S     -   102,776.592   675,269.519   MT  0.99993313   +1 39 03.2
 SA1912;SPC WA S     -   337,192.87  2,215,446.75   sFT  0.99993313   +1 39 03.2
 SA1912;UTM  11      - 5,120,921.615   405,373.590   MT  0.99971007   -0 53 11.0
 SA1912
 SA1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1912!SPC WA S     -   0.99991841  x   0.99993313  =   0.99985155
 SA1912!UTM  11      -   0.99991841  x   0.99971007  =   0.99962851
 SA1912
 SA1912:                Primary Azimuth Mark                     Grid Az
 SA1912:SPC WA S     -  BOLLES AZ MK                             128 00 50.9
 SA1912:UTM  11      -  BOLLES AZ MK                             130 33 05.1
 SA1912
 SA1912|---------------------------------------------------------------------|
 SA1912| PID    Reference Object                     Distance      Geod. Az  |
 SA1912|                                                           dddmmss.s |
 SA1912| CF4557 BOLLES AZ MK                                       1293954.1 |
 SA1912|---------------------------------------------------------------------|
 SA1912
 SA1912                          SUPERSEDED SURVEY CONTROL
 SA1912
 SA1912  NAD 83(1991)-  46 14 07.02226(N)    118 13 38.17047(W) AD(       ) 2
 SA1912  NAD 83(1986)-  46 14 07.02697(N)    118 13 38.16264(W) AD(       ) 2
 SA1912  NAD 27      -  46 14 07.52315(N)    118 13 34.30580(W) AD(       ) 2
 SA1912  NGVD 29 (07/19/86)  540.0    (m)         1772.     (f) VERT ANG       
 SA1912
 SA1912.Superseded values are not recommended for survey control.
 SA1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1912.See file dsdata.txt to determine how the superseded data were derived.
 SA1912
 SA1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0537420922(NAD 83)
 SA1912_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1912_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SA1912
 SA1912  HISTORY     - Date     Condition        Report By
 SA1912  HISTORY     - 1964     MONUMENTED       CGS
 SA1912  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SA1912  HISTORY     - 19890831 GOOD             LOCSUR
 SA1912
 SA1912                          STATION DESCRIPTION
 SA1912
 SA1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 SA1912'THE STATION IS ABOUT 4 MILES SOUTHWEST OF WAITSBURG, ON THE HIGHEST
 SA1912'POINT AND NEAR THE NORTH END OF A CULTIVATED RIDGE, THE HIGHEST
 SA1912'RIDGE IN THE IMMEDIATE VICINITY AND ON LAND OWNED BY HOWARD SMITH.
 SA1912'
 SA1912'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 410 AND STATE
 SA1912'HIGHWAY 124 IN WAITSBURG, GO WESTERLY ON HIGHWAY 124, TOWARDS
 SA1912'PASCO, FOR 3.45 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 SA1912'SOUTHERLY FOR 0.45 MILE TO A FORK.  BEAR LEFT AND CONTINUE SOUTHERLY
 SA1912'FOR 2.5 MILES TO A CURVE IN THE ROAD, A GATE AND THE AZIMUTH MARK
 SA1912'ON THE LEFT.  CONTINUE SOUTHERLY FOR ABOUT 150 FEET TO A GATE ON
 SA1912'THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO WESTERLY ON A
 SA1912'FIELD ROAD FOR 0.2 MILE TO A SADDLE.  BEAR RIGHT AND CONTINUE ON THE
 SA1912'FIELD ROAD, WEST-NORTHWEST, ACROSS PLOUGHED FIELD, TO THE TOP OF A
 SA1912'RIDGE.  THENCE NORTH ALONG THE TOP OF THE RIDGE FOR 0.3 MILE,
 SA1912'THENCE LEFT, WEST-NORTHWEST FOR 0.15 MILE TO THE HIGHEST POINT AND
 SA1912'THE STATION.  A 4-WHEEL DRIVE VEHICLE AND PERMISSION FROM THE LAND
 SA1912'OWNER REQUIRED.
 SA1912'
 SA1912'THE STATION MARK IS A STANDARD DISK, STAMPED BOLLES 1963, SET IN
 SA1912'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND 18 INCHES BELOW
 SA1912'THE GROUND SURFACE.
 SA1912'
 SA1912'THERE IS NO SUITABLE LOCATION FOR REFERENCE MARKS.
 SA1912'
 SA1912'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOLLES 1963, SET IN THE
 SA1912'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 SA1912'53.2 FEET NORTH AND ABOUT 10 FEET HIGHER THAN THE CENTERLINE OF
 SA1912'THE ROAD, 3.5 FEET NORTH OF A WITNESS POST, 3.5 FEET NORTH OF A
 SA1912'FENCE, 1.6 FEET SOUTH OF A POWERLINE POLE AND 13.4 FEET WEST OF A
 SA1912'WEST GATE POST.
 SA1912
 SA1912                          STATION RECOVERY (1972)
 SA1912
 SA1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SA1912'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN
 SA1912'THE 1963 DESCRIPTION.  THE HILL IS IN CULTIVATION AND THERE IS NO
 SA1912'AVAILABLE SPOT WHERE REFERENCE MARKS WOULD BE OF MUCH USE IN
 SA1912'FINDING THE STATION MARK WHICH IS 1.6 FEET BELOW GROUND.  HOWEVER,
 SA1912'WITH THE INFORMATION GIVEN BELOW, THE LINE FROM THE AZIMUTH MARK TO
 SA1912'THE STATION CAN BE DETERMINED AND TWO FLAGS SET ON THIS LINE, AFTER
 SA1912'WHICH IT SHOULD BE RELATIVELY EASY TO LOCATE THE STATION MARK,
 SA1912'EITHER WITH AN ELECTRONIC MEASURING DEVICE OR BY MAKING A FEW
 SA1912'SET-UPS ON THE LINE AND FINDING THE ANGLE FROM THE AZIMUTH MARK TO
 SA1912'ONE OR MORE OF THE OBJECTS LISTED IN THE BOX SCORE OF THE
 SA1912'DESCRIPTION.  SLOPE DISTANCE FROM THE AZIMUTH MARK TO THE STATION
 SA1912'MARK IS 2141.82 FEET.
 SA1912'
 SA1912'THE U.S.C. AND G.S. COPPER WASHER IS NAILED TO THE NORTH SIDE OF
 SA1912'THE POWER POLE 65 YARDS SOUTH OF THE AZIMUTH MARK.  WASHER IS 5
 SA1912'FEET ABOVE GROUND AND BEARS THE LETTERS U.S.C. AND G.S.B.M..
 SA1912'
 SA1912'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 9 MILES NORTH OF
 SA1912'WALLA WALLA.
 SA1912
 SA1912                          STATION RECOVERY (1989)
 SA1912
 SA1912'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JB)
 SA1912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1228 ***********************************************************************
 TP1228  DESIGNATION -  BOLSTER
 TP1228  PID         -  TP1228
 TP1228  STATE/COUNTY-  WA/OKANOGAN
 TP1228  USGS QUAD   -  CHESAW (1988)
 TP1228
 TP1228                         *CURRENT SURVEY CONTROL
 TP1228  ___________________________________________________________________
 TP1228* NAD 83(1991)-  48 58 20.82634(N)    119 05 09.94469(W)     ADJUSTED  
 TP1228* NAVD 88     -      1351.     (meters)    4432.     (feet)  SCALED    
 TP1228  ___________________________________________________________________
 TP1228  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 TP1228  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TP1228
 TP1228  HORZ ORDER  -  THIRD
 TP1228
 TP1228.The horizontal coordinates were established by classical geodetic methods
 TP1228.and adjusted by the National Geodetic Survey in December 1991..
 TP1228
 TP1228.The orthometric height was scaled from a topographic map.
 TP1228
 TP1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1228
 TP1228.The geoid height was determined by GEOID03.
 TP1228
 TP1228;                    North         East     Units Scale Factor Converg.
 TP1228;SPC WA N     -   220,767.844   627,914.891   MT  1.00005378   +1 18 03.1
 TP1228;SPC WA N     -   724,302.50  2,060,084.10   sFT  1.00005378   +1 18 03.1
 TP1228;UTM  11      - 5,426,490.389   347,338.185   MT  0.99988631   -1 34 26.5
 TP1228
 TP1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1228!SPC WA N     -   0.99979107  x   1.00005378  =   0.99984484
 TP1228!UTM  11      -   0.99979107  x   0.99988631  =   0.99967740
 TP1228
 TP1228:                Primary Azimuth Mark                     Grid Az
 TP1228:SPC WA N     -  HURST                                    337 34 47.8
 TP1228:UTM  11      -  HURST                                    340 27 17.4
 TP1228
 TP1228|---------------------------------------------------------------------|
 TP1228| PID    Reference Object                     Distance      Geod. Az  |
 TP1228|                                                           dddmmss.s |
 TP1228| TP1250 HURST                               APPROX. 3.1 KM 3385250.9 |
 TP1228|---------------------------------------------------------------------|
 TP1228
 TP1228                          SUPERSEDED SURVEY CONTROL
 TP1228
 TP1228  NAD 83(1986)-  48 58 20.81440(N)    119 05 09.92996(W) AD(       ) 3
 TP1228
 TP1228.Superseded values are not recommended for survey control.
 TP1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1228.See file dsdata.txt to determine how the superseded data were derived.
 TP1228
 TP1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ4733826490(NAD 83)
 TP1228_MARKER: DD = SURVEY DISK
 TP1228_SETTING: 0 = UNSPECIFIED SETTING
 TP1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP1228
 TP1228  HISTORY     - Date     Condition        Report By
 TP1228  HISTORY     - 1904     MONUMENTED       IBC
 TP1228
 TP1228                          STATION DESCRIPTION
 TP1228
 TP1228'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1904 (CHS)
 TP1228'ABOUT 2 MILES DUE WEST OF BOLSTER AND ABOUT 2 MILES SOUTH OF THE
 TP1228'INTERNATIONAL BOUNDARY, ON A HIGH BARE POINT, THE HIGHEST IN THE
 TP1228'VICINITY.
 TP1228'
 TP1228'STATION MARK--IN 1930 A 2 - INCH BRONZE DISK MARKED---U.S. AND C.B.
 TP1228'SURVEY---WAS SET IN THE ORIGINAL DRILL HOLE MARKING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1863 ***********************************************************************
 TR1863  DESIGNATION -  BOLT
 TR1863  PID         -  TR1863
 TR1863  STATE/COUNTY-  WA/WHATCOM
 TR1863  USGS QUAD   -  ELIZA ISLAND (1995)
 TR1863
 TR1863                         *CURRENT SURVEY CONTROL
 TR1863  ___________________________________________________________________
 TR1863* NAD 83(1991)-  48 42 59.77613(N)    122 31 07.00538(W)     ADJUSTED  
 TR1863* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 TR1863  ___________________________________________________________________
 TR1863  LAPLACE CORR-           7.01  (seconds)                    DEFLEC99
 TR1863  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 TR1863
 TR1863  HORZ ORDER  -  THIRD
 TR1863
 TR1863.The horizontal coordinates were established by classical geodetic methods
 TR1863.and adjusted by the National Geodetic Survey in December 1991..
 TR1863
 TR1863.The orthometric height was scaled from a topographic map.
 TR1863
 TR1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1863
 TR1863.The geoid height was determined by GEOID03.
 TR1863
 TR1863;                    North         East     Units Scale Factor Converg.
 TR1863;SPC WA N     -   192,220.896   375,997.290   MT  0.99999690   -1 15 17.0
 TR1863;SPC WA N     -   630,644.72  1,233,584.44   sFT  0.99999690   -1 15 17.0
 TR1863;UTM  10      - 5,396,064.605   535,409.163   MT  0.99961540   +0 21 42.3
 TR1863
 TR1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1863!SPC WA N     -   1.00000227  x   0.99999690  =   0.99999917
 TR1863!UTM  10      -   1.00000227  x   0.99961540  =   0.99961767
 TR1863
 TR1863:                Primary Azimuth Mark                     Grid Az
 TR1863:SPC WA N     -  BANK                                     003 47 51.2
 TR1863:UTM  10      -  BANK                                     002 10 51.9
 TR1863
 TR1863|---------------------------------------------------------------------|
 TR1863| PID    Reference Object                     Distance      Geod. Az  |
 TR1863|                                                           dddmmss.s |
 TR1863| TR1819 BANK                                APPROX. 5.3 KM 0023234.2 |
 TR1863| CF8457 RR SIGN 402                                        01942     |
 TR1863| TR1014 BELLINGHAM WHATCOM FALLS MILL TANK  APPROX. 4.5 KM 0251333.3 |
 TR1863| CF8456 RR SEMAPHORE                                       18408     |
 TR1863| CF8455 RR POST 3 B/W                                      18936     |
 TR1863|---------------------------------------------------------------------|
 TR1863
 TR1863                          SUPERSEDED SURVEY CONTROL
 TR1863
 TR1863  NAD 83(1986)-  48 42 59.77830(N)    122 31 07.00868(W) AD(       ) 3
 TR1863  NAD 27      -  48 43 00.39000(N)    122 31 02.39500(W) AD(       ) 3
 TR1863
 TR1863.Superseded values are not recommended for survey control.
 TR1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1863.See file dsdata.txt to determine how the superseded data were derived.
 TR1863
 TR1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3540996065(NAD 83)
 TR1863_MARKER: B = BOLT
 TR1863_SETTING: 0 = UNSPECIFIED SETTING
 TR1863
 TR1863  HISTORY     - Date     Condition        Report By
 TR1863  HISTORY     - 1927     MONUMENTED       CGS
 TR1863  HISTORY     - 1950     MARK NOT FOUND   CGS
 TR1863
 TR1863                          STATION DESCRIPTION
 TR1863
 TR1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1863'STATION IS THE TOP OF AN IRON BOLT, FLUSH WITH THE GROUND, ABOUT 2
 TR1863'METERS OUTSIDE THE OUTER RAIL OF THE RAILROAD AND ABOUT 1/2 MILE S
 TR1863'OF THE P.A.F. PLANT.  IT IS A STATION USED BY THE PORT COMMISSION
 TR1863'AND INCORPORATED IN THE SCHEME AS A MATTER OF COOPERATION.
 TR1863'DISTANCES TO ABOVE WITNESS MARKS ARE NOT AVAILABLE.  FOR RECOVERY,
 TR1863'ASSISTANCE CAN BE SECURED FROM PORT ENGINEER OR COUNTY ENGINEER.
 TR1863
 TR1863                          STATION RECOVERY (1950)
 TR1863
 TR1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1863'AN HOURS SEARCH IN THE AREA INDICATED BY THE GEOGRAPHIC POSITION
 TR1863'REVEALED NO TRACE OF THE STATION NOR OF THE RAILROAD SIGNS USED AS
 TR1863'REFERENCE MARKS.  CONTACT WAS MADE BOTH AT THE PORT AND COUNTY
 TR1863'ENGINEERS OFFICES.  NO ONE AT EITHER OFFICE COULD FURNISH ANY
 TR1863'INFORMATION CONCERNING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2348 ***********************************************************************
 SA2348  DESIGNATION -  BOMB
 SA2348  PID         -  SA2348
 SA2348  STATE/COUNTY-  WA/BENTON
 SA2348  USGS QUAD   -  RICHLAND (1992)
 SA2348
 SA2348                         *CURRENT SURVEY CONTROL
 SA2348  ___________________________________________________________________
 SA2348* NAD 83(1991)-  46 16 38.36490(N)    119 19 56.43486(W)     ADJUSTED  
 SA2348* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 SA2348  ___________________________________________________________________
 SA2348  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 SA2348  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 SA2348
 SA2348  HORZ ORDER  -  SECOND
 SA2348
 SA2348.The horizontal coordinates were established by classical geodetic methods
 SA2348.and adjusted by the National Geodetic Survey in December 1991..
 SA2348
 SA2348.The orthometric height was scaled from a topographic map.
 SA2348
 SA2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2348
 SA2348.The geoid height was determined by GEOID03.
 SA2348
 SA2348;                    North         East     Units Scale Factor Converg.
 SA2348;SPC WA S     -   105,590.097   589,987.930   MT  0.99992895   +0 50 53.5
 SA2348;SPC WA S     -   346,423.51  1,935,652.07   sFT  0.99992895   +0 50 53.5
 SA2348;UTM  11      - 5,127,504.671   320,307.819   MT  0.99999693   -1 41 09.7
 SA2348
 SA2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2348!SPC WA S     -   0.99997438  x   0.99992895  =   0.99990333
 SA2348!UTM  11      -   0.99997438  x   0.99999693  =   0.99997131
 SA2348
 SA2348:                Primary Azimuth Mark                     Grid Az
 SA2348:SPC WA S     -  GROSS CUP RESET                          322 23 19.8
 SA2348:UTM  11      -  GROSS CUP RESET                          324 55 23.0
 SA2348
 SA2348|---------------------------------------------------------------------|
 SA2348| PID    Reference Object                     Distance      Geod. Az  |
 SA2348|                                                           dddmmss.s |
 SA2348| SA2342 GROSS CUP RESET                     APPROX. 3.1 KM 3231413.3 |
 SA2348|---------------------------------------------------------------------|
 SA2348
 SA2348                          SUPERSEDED SURVEY CONTROL
 SA2348
 SA2348  NAD 83(1991)-  46 16 38.36736(N)    119 19 56.43393(W) AD(       ) 2
 SA2348  NAD 83(1986)-  46 16 38.37339(N)    119 19 56.42670(W) AD(       ) 2
 SA2348  NAD 27      -  46 16 38.89200(N)    119 19 52.35600(W) AD(       ) 2
 SA2348
 SA2348.Superseded values are not recommended for survey control.
 SA2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2348.See file dsdata.txt to determine how the superseded data were derived.
 SA2348
 SA2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2030827505(NAD 83)
 SA2348_MARKER: P = PIPE CAP
 SA2348_SETTING: 0 = UNSPECIFIED SETTING
 SA2348_MARK LOGO: USE   
 SA2348
 SA2348  HISTORY     - Date     Condition        Report By
 SA2348  HISTORY     - 1950     MONUMENTED       USE
 SA2348  HISTORY     - 1979     GOOD             NGS
 SA2348
 SA2348                          STATION DESCRIPTION
 SA2348
 SA2348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SA2348'BOMB RECOVERED GOOD USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2336 ***********************************************************************
 TR2336  DESIGNATION -  BOMB TARGET
 TR2336  PID         -  TR2336
 TR2336  STATE/COUNTY-  WA/SAN JUAN
 TR2336  USGS QUAD   -  FALSE BAY (1972)
 TR2336
 TR2336                         *CURRENT SURVEY CONTROL
 TR2336  ___________________________________________________________________
 TR2336* NAD 83(1991)-  48 28 40.43779(N)    123 00 11.48416(W)     ADJUSTED  
 TR2336* NAVD 88     -                                                        
 TR2336  ___________________________________________________________________
 TR2336  LAPLACE CORR-          -9.82  (seconds)                    DEFLEC99
 TR2336  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 TR2336
 TR2336  HORZ ORDER  -  THIRD
 TR2336
 TR2336.The horizontal coordinates were established by classical geodetic methods
 TR2336.and adjusted by the National Geodetic Survey in December 1991..
 TR2336
 TR2336
 TR2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2336
 TR2336.The geoid height was determined by GEOID03.
 TR2336
 TR2336;                    North         East     Units Scale Factor Converg.
 TR2336;SPC WA N     -   166,580.612   339,602.188   MT  0.99996198   -1 36 55.8
 TR2336;SPC WA N     -   546,523.22  1,114,178.18   sFT  0.99996198   -1 36 55.8
 TR2336;UTM  10      - 5,369,418.980   499,764.243   MT  0.99960000   -0 00 08.6
 TR2336
 TR2336                          SUPERSEDED SURVEY CONTROL
 TR2336
 TR2336  NAD 83(1986)-  48 28 40.43928(N)    123 00 11.48828(W) AD(       ) 4
 TR2336  NAD 27      -  48 28 41.08000(N)    123 00 06.85000(W) AD(       ) 3
 TR2336
 TR2336.Superseded values are not recommended for survey control.
 TR2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2336.See file dsdata.txt to determine how the superseded data were derived.
 TR2336
 TR2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9976469419(NAD 83)
 TR2336
 TR2336  HISTORY     - Date     Condition        Report By
 TR2336  HISTORY     - UNK      MONUMENTED
 TR2336  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2336
 TR2336                          STATION DESCRIPTION
 TR2336
 TR2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2336'A SEARCH WAS MADE IN THE AREA INDICATED BY THE GEOGRAPHIC POSITION
 TR2336'FOR THIS STATION BUT NO STRUCTURE WAS FOUND.
 TR2336'
 TR2336'THIS STATION WAS DESTROYED OR REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2381 ***********************************************************************
 TR2381  DESIGNATION -  BOMB TARGET
 TR2381  PID         -  TR2381
 TR2381  STATE/COUNTY-  WA/CLALLAM
 TR2381  USGS QUAD   -  DUNGENESS (1979)
 TR2381
 TR2381                         *CURRENT SURVEY CONTROL
 TR2381  ___________________________________________________________________
 TR2381* NAD 83(1991)-  48 10 25.60687(N)    123 08 47.67419(W)     ADJUSTED  
 TR2381* NAVD 88     -                                                        
 TR2381  ___________________________________________________________________
 TR2381  LAPLACE CORR-          -9.72  (seconds)                    DEFLEC99
 TR2381  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 TR2381
 TR2381  HORZ ORDER  -  THIRD
 TR2381
 TR2381.The horizontal coordinates were established by classical geodetic methods
 TR2381.and adjusted by the National Geodetic Survey in December 1991..
 TR2381
 TR2381
 TR2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2381
 TR2381.The geoid height was determined by GEOID03.
 TR2381
 TR2381;                    North         East     Units Scale Factor Converg.
 TR2381;SPC WA N     -   133,089.211   327,989.741   MT  0.99994273   -1 43 20.1
 TR2381;SPC WA N     -   436,643.52  1,076,079.68   sFT  0.99994273   -1 43 20.1
 TR2381;UTM  10      - 5,335,625.795   489,102.850   MT  0.99960146   -0 06 33.2
 TR2381
 TR2381                          SUPERSEDED SURVEY CONTROL
 TR2381
 TR2381  NAD 83(1986)-  48 10 25.60575(N)    123 08 47.68181(W) AD(       ) 4
 TR2381  NAD 27      -  48 10 26.26500(N)    123 08 43.04700(W) AD(       ) 3
 TR2381
 TR2381.Superseded values are not recommended for survey control.
 TR2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2381.See file dsdata.txt to determine how the superseded data were derived.
 TR2381
 TR2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8910335626(NAD 83)
 TR2381
 TR2381  HISTORY     - Date     Condition        Report By
 TR2381  HISTORY     - UNK      MONUMENTED
 TR2381  HISTORY     - 1955     SEE DESCRIPTION  USGS
 TR2381
 TR2381                          STATION DESCRIPTION
 TR2381
 TR2381'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TR2381'BOMB TARGET IS NO LONGER USED AND IS SLOWLY GOING TO PIECES.  ALL
 TR2381'THAT REMAINS OF THE STRUCTURE TODAY ARE THE PILINGS.  STATION IS
 TR2381'NOT ACCESSIBLE BY FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1113 ***********************************************************************
 TP1113  DESIGNATION -  BONAPARTE
 TP1113  PID         -  TP1113
 TP1113  STATE/COUNTY-  WA/OKANOGAN
 TP1113  USGS QUAD   -  MT BONAPARTE (1988)
 TP1113
 TP1113                         *CURRENT SURVEY CONTROL
 TP1113  ___________________________________________________________________
 TP1113* NAD 83(1991)-  48 47 07.38514(N)    119 07 19.85422(W)     ADJUSTED  
 TP1113* NAVD 88     -      2217.     (meters)    7274.     (feet)  SCALED    
 TP1113  ___________________________________________________________________
 TP1113  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 TP1113  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TP1113
 TP1113  HORZ ORDER  -  FIRST
 TP1113
 TP1113.The horizontal coordinates were established by classical geodetic methods
 TP1113.and adjusted by the National Geodetic Survey in December 1991..
 TP1113
 TP1113.The orthometric height was scaled from a topographic map.
 TP1113
 TP1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1113
 TP1113.The geoid height was determined by GEOID03.
 TP1113
 TP1113;                    North         East     Units Scale Factor Converg.
 TP1113;SPC WA N     -   199,909.746   625,736.025   MT  1.00001021   +1 16 26.4
 TP1113;SPC WA N     -   655,870.56  2,052,935.61   sFT  1.00001021   +1 16 26.4
 TP1113;UTM  11      - 5,405,770.580   344,117.116   MT  0.99989853   -1 35 48.2
 TP1113
 TP1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1113!SPC WA N     -   0.99965539  x   1.00001021  =   0.99966560
 TP1113!UTM  11      -   0.99965539  x   0.99989853  =   0.99955396
 TP1113
 TP1113:                Primary Azimuth Mark                     Grid Az
 TP1113:SPC WA N     -  LEMANASKY                                261 37 50.2
 TP1113:UTM  11      -  LEMANASKY                                264 30 04.8
 TP1113
 TP1113|---------------------------------------------------------------------|
 TP1113| PID    Reference Object                     Distance      Geod. Az  |
 TP1113|                                                           dddmmss.s |
 TP1113| TP1189 LEMANASKY                           APPROX.37.1 KM 2625416.6 |
 TP1113|---------------------------------------------------------------------|
 TP1113
 TP1113                          SUPERSEDED SURVEY CONTROL
 TP1113
 TP1113  NAD 83(1986)-  48 47 07.36597(N)    119 07 19.87903(W) AD(       ) 1
 TP1113  NAD 27      -  48 47 07.77700(N)    119 07 15.71400(W) AD(       ) 1
 TP1113
 TP1113.Superseded values are not recommended for survey control.
 TP1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1113.See file dsdata.txt to determine how the superseded data were derived.
 TP1113
 TP1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ4411705771(NAD 83)
 TP1113_MARKER: DD = SURVEY DISK
 TP1113_SETTING: 66 = SET IN ROCK OUTCROP
 TP1113_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TP1113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1113+STABILITY: POSITION/ELEVATION WELL
 TP1113
 TP1113  HISTORY     - Date     Condition        Report By
 TP1113  HISTORY     - 1889     MONUMENTED       USGS
 TP1113  HISTORY     - 1957     GOOD             USGS
 TP1113
 TP1113                          STATION DESCRIPTION
 TP1113
 TP1113'DESCRIBED BY US GEOLOGICAL SURVEY 1889
 TP1113'ON THE CONSPICUOUS MOUNTAIN BY THAT NAME.  THE STATION IS ON THE
 TP1113'HIGHEST POINT AT AN APPROXIMATE ELEVATION OF 7280 FEET.  A FOREST
 TP1113'SERVICE LOOKOUT OBSERVATORY, A FRAME BUILDING, 14 BY 14 FEET, ELEVATED
 TP1113'16 FEET ABOVE THE GROUND, STANDS NEAR THE STATION.
 TP1113'
 TP1113'STATION MARK--USGS COPPER - DISK STATION MARK SET IN ROCK.  THE CENTER
 TP1113'OF THE OLD TOWER IS 7.16 METERS FROM THE STATION IN BEARING 45 DEGREES
 TP1113'38 MINUTES.
 TP1113
 TP1113                          STATION RECOVERY (1957)
 TP1113
 TP1113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 TP1113'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2509 ***********************************************************************
 SY2509  DESIGNATION -  BOND
 SY2509  PID         -  SY2509
 SY2509  STATE/COUNTY-  WA/KING
 SY2509  USGS QUAD   -  POVERTY BAY (1994)
 SY2509
 SY2509                         *CURRENT SURVEY CONTROL
 SY2509  ___________________________________________________________________
 SY2509* NAD 83(1991)-  47 15 01.26111(N)    122 18 42.51935(W)     ADJUSTED  
 SY2509* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 SY2509  ___________________________________________________________________
 SY2509  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 SY2509  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY2509
 SY2509  HORZ ORDER  -  SECOND
 SY2509
 SY2509.The horizontal coordinates were established by classical geodetic methods
 SY2509.and adjusted by the National Geodetic Survey in December 1991..
 SY2509
 SY2509.The orthometric height was scaled from a topographic map.
 SY2509
 SY2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2509
 SY2509.The geoid height was determined by GEOID03.
 SY2509
 SY2509;                    North         East     Units Scale Factor Converg.
 SY2509;SPC WA N     -    28,909.947   388,079.859   MT  1.00005591   -1 06 02.7
 SY2509;SPC WA N     -    94,848.72  1,273,225.34   sFT  1.00005591   -1 06 02.7
 SY2509;SPC WA S     -   214,659.444   362,860.414   MT  0.99998207   -1 18 57.9
 SY2509;SPC WA S     -   704,261.86  1,190,484.54   sFT  0.99998207   -1 18 57.9
 SY2509;UTM  10      - 5,233,214.902   552,074.984   MT  0.99963333   +0 30 19.3
 SY2509
 SY2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2509!SPC WA N     -   0.99998880  x   1.00005591  =   1.00004471
 SY2509!SPC WA S     -   0.99998880  x   0.99998207  =   0.99997087
 SY2509!UTM  10      -   0.99998880  x   0.99963333  =   0.99962213
 SY2509
 SY2509:                Primary Azimuth Mark                     Grid Az
 SY2509:SPC WA N     -  MILTON AIR BEACON                        052 07 44.3
 SY2509:SPC WA S     -  MILTON AIR BEACON                        052 20 39.5
 SY2509:UTM  10      -  MILTON AIR BEACON                        050 31 22.3
 SY2509
 SY2509|---------------------------------------------------------------------|
 SY2509| PID    Reference Object                     Distance      Geod. Az  |
 SY2509|                                                           dddmmss.s |
 SY2509| SY2502 MILTON AIR BEACON                   416.342 METERS 0510141.6 |
 SY2509| SY2507 MILTON WATER TANK                   367.395 METERS 06035     |
 SY2509| CE3371 BOND RM                              22.007 METERS 24451     |
 SY2509| SY2506 GRAVEL                              APPROX. 2.8 KM 3104321.8 |
 SY2509|---------------------------------------------------------------------|
 SY2509
 SY2509                          SUPERSEDED SURVEY CONTROL
 SY2509
 SY2509  NAD 83(1986)-  47 15 01.25524(N)    122 18 42.53166(W) AD(       ) 2
 SY2509  NAD 27      -  47 15 01.89400(N)    122 18 38.09200(W) AD(       ) 2
 SY2509
 SY2509.Superseded values are not recommended for survey control.
 SY2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2509.See file dsdata.txt to determine how the superseded data were derived.
 SY2509
 SY2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5207533215(NAD 83)
 SY2509
 SY2509  HISTORY     - Date     Condition        Report By
 SY2509  HISTORY     - 1936     MONUMENTED       WAGS
 SY2509  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY2509
 SY2509                          STATION DESCRIPTION
 SY2509
 SY2509'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SY2509'STATION IS ON THE LAND OF BOND ON TACOMA-AUBURN PAVED ROAD IN
 SY2509'MILTON.  THE STATION IS 63.6 FEET N OF THE CENTER LINE OF THE
 SY2509'HIGHWAY AT THE POINT OF JUNCTION OF HIGHWAY AND POWER LINE, 74.1
 SY2509'FEET FROM THE NW CORNER OF THE RICHFIELD GAS STATION, 78.3 FEET
 SY2509'FROM LONE FIR TREE NEAR CHICKEN HOUSE, AND 4 FEET N OF A 2-FOOT
 SY2509'BANK.
 SY2509'
 SY2509'FROM MILTON SCHOOL RUN S UP STEEP GRAVEL ROAD TO PAVEMENT 100
 SY2509'YARDS THEN LEFT ALONG PAVEMENT NW 0.6 MILE.
 SY2509'
 SY2509'NOTE.--STATION LOST WHEN EXCAVATING, REFERENCE MARK IN PLACE.
 SY2509
 SY2509                          STATION RECOVERY (1954)
 SY2509
 SY2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY2509'STATION LOST.  A CHURCH HAS BEEN BUILT AT THE SITE OF OLD
 SY2509'STATION.  ORIGINAL DESCRIPTION WAS SLIGHTLY VAGUE AS YOU CANNOT
 SY2509'VERY WELL GO S 100 YD. THEN LEFT ALONG PAVEMENT NW FOR 0.6 MI. TO
 SY2509'THE STATION.  DESCRIPTION HAS BECOME SLIGHTLY OBSOLETE, ERROR IS
 SY2509'LIKELY IN DIRECTION FROM OLD SCHOOL BUILDING, SHOULD BE NE
 SY2509'INSTEAD OF NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1752 ***********************************************************************
 SY1752  DESIGNATION -  BONE
 SY1752  PID         -  SY1752
 SY1752  STATE/COUNTY-  WA/MASON
 SY1752  USGS QUAD   -  SHELTON (1981)
 SY1752
 SY1752                         *CURRENT SURVEY CONTROL
 SY1752  ___________________________________________________________________
 SY1752* NAD 83(1991)-  47 12 17.70643(N)    123 02 47.22201(W)     ADJUSTED  
 SY1752* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY1752  ___________________________________________________________________
 SY1752  LAPLACE CORR-          -7.78  (seconds)                    DEFLEC99
 SY1752  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SY1752
 SY1752  HORZ ORDER  -  THIRD
 SY1752
 SY1752.The horizontal coordinates were established by classical geodetic methods
 SY1752.and adjusted by the National Geodetic Survey in December 1991..
 SY1752
 SY1752.The orthometric height was scaled from a topographic map.
 SY1752
 SY1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1752
 SY1752.The geoid height was determined by GEOID03.
 SY1752
 SY1752;                    North         East     Units Scale Factor Converg.
 SY1752;SPC WA S     -   211,147.461   307,107.576   MT  0.99997315   -1 50 59.0
 SY1752;SPC WA S     -   692,739.63  1,007,568.77   sFT  0.99997315   -1 50 59.0
 SY1752;UTM  10      - 5,227,937.410   496,482.094   MT  0.99960015   -0 02 02.7
 SY1752
 SY1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1752!SPC WA S     -   1.00000292  x   0.99997315  =   0.99997607
 SY1752!UTM  10      -   1.00000292  x   0.99960015  =   0.99960307
 SY1752
 SY1752:                Primary Azimuth Mark                     Grid Az
 SY1752:SPC WA S     -  BROM RESET                               043 32 56.4
 SY1752:UTM  10      -  BROM RESET                               041 44 00.1
 SY1752
 SY1752|---------------------------------------------------------------------|
 SY1752| PID    Reference Object                     Distance      Geod. Az  |
 SY1752|                                                           dddmmss.s |
 SY1752| SY1746 BROM RESET                          487.336 METERS 0414157.4 |
 SY1752| DD9429 BONE RM 2                             6.098 METERS 14550     |
 SY1752| DD9428 BONE RM 1                            14.922 METERS 24308     |
 SY1752| SY1717 CHREY                               APPROX. 0.6 KM 2493148.9 |
 SY1752|---------------------------------------------------------------------|
 SY1752
 SY1752                          SUPERSEDED SURVEY CONTROL
 SY1752
 SY1752  NAD 83(1986)-  47 12 17.70538(N)    123 02 47.22948(W) AD(       ) 3
 SY1752  NAD 27      -  47 12 18.35800(N)    123 02 42.69900(W) AD(       ) 3
 SY1752
 SY1752.Superseded values are not recommended for survey control.
 SY1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1752.See file dsdata.txt to determine how the superseded data were derived.
 SY1752
 SY1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9648227937(NAD 83)
 SY1752_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1752
 SY1752  HISTORY     - Date     Condition        Report By
 SY1752  HISTORY     - 1936     MONUMENTED       CGS
 SY1752  HISTORY     - 1948     SEE DESCRIPTION  WADPL
 SY1752  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1752  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY1752  HISTORY     - 19960322 MARK NOT FOUND   USPSQD
 SY1752
 SY1752                          STATION DESCRIPTION
 SY1752
 SY1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1752'STATION IS LOCATED ON THE S SIDE OF THE INLET ABOUT 1/2 MILE E
 SY1752'OF WALKERS PARK.  IT IS 21 FEET FROM THE FOOT OF A SMALL BLUFF
 SY1752'AND COVERS ABOUT 3 FEET AT HIGH WATER.  MARK PROJECTS ABOUT 3
 SY1752'INCHES ABOVE THE SURFACE.
 SY1752'
 SY1752'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY1752'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY1752'
 SY1752'REFERENCE MARK NO.1 IS SET W OF THE STATION ABOUT 3 FEET FROM
 SY1752'THE FOOT OF THE BLUFF.  IT PROJECTS 6 INCHES.
 SY1752'
 SY1752'REFERENCE MARK NO.2 IS SET ABOUT INSHORE FROM THE STATION 3 FEET
 SY1752'FROM THE FOOT OF THE SMALL BLUFF.  IT PROJECTS 3 INCHES.
 SY1752
 SY1752                          STATION RECOVERY (1948)
 SY1752
 SY1752'RECOVERY NOTE BY WA DEPT OF PUB LANDS 1948 (JWT)
 SY1752'STATION AND REFERENCE MARK 2 RECOVERED ON JULY 19, 1948 IN GOOD
 SY1752'CONDITION.  REFERENCE MARK 1 WAS DESTROYED.  DESCRIPTION IS
 SY1752'ADEQUATE.
 SY1752
 SY1752                          STATION RECOVERY (1967)
 SY1752
 SY1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1752'AT THE TIME OF RECOVERY WATER WAS OVER THE MARK.  COULD SEE
 SY1752'CONCRETE MONUMENT BUT NOT DISK.  REFERENCE MARK 2 IS LOST.  THE
 SY1752'MONUMENT IS STILL IN PLACE BUT THE DISK WAS GONE.  REFERENCE MARK
 SY1752'1 WAS PREVIOUSLY REPORTED LOST.
 SY1752
 SY1752                          STATION RECOVERY (1974)
 SY1752
 SY1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SY1752'A BRIEF SEARCH OF THE AREA FAILED TO LOCATE ANY TRACE OF THE
 SY1752'MARKS.  FURTHER SEARCHING COULD BEST BE CONDUCTED WITH AN ANGLE
 SY1752'AND DISTANCE METER, OR ANGLES FROM BROM AND GEEZ.
 SY1752'
 SY1752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1752'2-1/2 MILES EAST OF SHELTON.
 SY1752
 SY1752                          STATION RECOVERY (1996)
 SY1752
 SY1752'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2324 ***********************************************************************
 SC2324  DESIGNATION -  BONE
 SC2324  PID         -  SC2324
 SC2324  STATE/COUNTY-  WA/PACIFIC
 SC2324  USGS QUAD   -  LONG ISLAND (1984)
 SC2324
 SC2324                         *CURRENT SURVEY CONTROL
 SC2324  ___________________________________________________________________
 SC2324* NAD 83(1991)-  46 24 16.50103(N)    123 55 03.27569(W)     ADJUSTED  
 SC2324* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 SC2324  ___________________________________________________________________
 SC2324  LAPLACE CORR-          16.05  (seconds)                    DEFLEC99
 SC2324  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SC2324
 SC2324  HORZ ORDER  -  SECOND
 SC2324
 SC2324.The horizontal coordinates were established by classical geodetic methods
 SC2324.and adjusted by the National Geodetic Survey in December 1991..
 SC2324
 SC2324.The orthometric height was scaled from a topographic map.
 SC2324
 SC2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2324
 SC2324.The geoid height was determined by GEOID03.
 SC2324
 SC2324;                    North         East     Units Scale Factor Converg.
 SC2324;SPC WA S     -   124,760.873   237,302.767   MT  0.99991954   -2 28 57.0
 SC2324;SPC WA S     -   409,319.63    778,550.83   sFT  0.99991954   -2 28 57.0
 SC2324;UTM  10      - 5,139,410.138   429,469.694   MT  0.99966115   -0 39 52.4
 SC2324
 SC2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2324!SPC WA S     -   0.99995054  x   0.99991954  =   0.99987009
 SC2324!UTM  10      -   0.99995054  x   0.99966115  =   0.99961171
 SC2324
 SC2324:                Primary Azimuth Mark                     Grid Az
 SC2324:SPC WA S     -  SPAR                                     004 03 14.7
 SC2324:UTM  10      -  SPAR                                     002 14 10.1
 SC2324
 SC2324|---------------------------------------------------------------------|
 SC2324| PID    Reference Object                     Distance      Geod. Az  |
 SC2324|                                                           dddmmss.s |
 SC2324| SC2345 SPAR                                APPROX. 6.7 KM 0013417.7 |
 SC2324| CE2961 BONE RM 1                             8.233 METERS 21000     |
 SC2324| CE2962 BONE RM 2                            15.403 METERS 29055     |
 SC2324|---------------------------------------------------------------------|
 SC2324
 SC2324                          SUPERSEDED SURVEY CONTROL
 SC2324
 SC2324  NAD 83(1991)-  46 24 16.50068(N)    123 55 03.27543(W) AD(       ) 2
 SC2324  NAD 83(1986)-  46 24 16.50397(N)    123 55 03.25516(W) AD(       ) 2
 SC2324  NAD 27      -  46 24 17.13609(N)    123 54 58.69196(W) AD(       ) 2
 SC2324
 SC2324.Superseded values are not recommended for survey control.
 SC2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2324.See file dsdata.txt to determine how the superseded data were derived.
 SC2324
 SC2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2947039410(NAD 83)
 SC2324_MARKER: Z = SEE DESCRIPTION
 SC2324_SETTING: 0 = UNSPECIFIED SETTING
 SC2324
 SC2324  HISTORY     - Date     Condition        Report By
 SC2324  HISTORY     - 1939     MONUMENTED       CGS
 SC2324  HISTORY     - 1963     SEE DESCRIPTION  WEYCO
 SC2324
 SC2324                          STATION DESCRIPTION
 SC2324
 SC2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2324'STATION IS ON THE HIGHEST PART OF THE RIDGE, ABOUT 1.75 MILES S BY
 SC2324'W FROM THE NASELLE RIVER BRIDGE.  IT IS ABOUT 6 FEET LOWER THAN THE
 SC2324'CREST OF THE HILL AND ABOUT 25 YARDS W OF THE CREST.  THIS RIDGE IS
 SC2324'HEAVILY WOODED AND LINES HAD TO BE CLEARED TO BRUIN (U.S.E.), APEX,
 SC2324'LIME AND SPAR.
 SC2324'
 SC2324'SURFACE MARK IS A STANDARD BRONZE DISK CEMENTED IN THE TOP END OF A
 SC2324'30-INCH SECTION OF 4-INCH CAST-IRON SOIL PIPE WHICH PROJECTS 7
 SC2324'INCHES.
 SC2324'
 SC2324'SUBSURFACE MARK IS A STANDARD BRONZE DISK CEMENTED IN A 16-INCH
 SC2324'SECTION OF 4-INCH CAST-IRON SOIL PIPE PLACED 3 FEET BELOW THE
 SC2324'SURFACE.
 SC2324'
 SC2324'BOTH MARKS ARE STAMPED, BONE 1938.
 SC2324'
 SC2324'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK CEMENTED IN THE TOP
 SC2324'END OF A 30-INCH SECTION OF 4-INCH CAST-IRON SOIL PIPE WHICH
 SC2324'PROJECTS 8 INCHES, AND IS STAMPED BONE NO.1 1938.
 SC2324'
 SC2324'REFERENCE MARK NO.2 IS MARKED THE SAME AS NO.1, STAMPED BONE NO.2,
 SC2324'1938.
 SC2324'
 SC2324'TO REACH THE STATION PROCEED AS FOLLOWS--FROM THE S END OF THE
 SC2324'NASELLE RIVER BRIDGE ON U.S. HIGHWAY 101 GO SOUTHWARD BY ROAD ABOUT
 SC2324'2 MILES TO A POINT E OF THE S END OF LONG ISLAND.  THE POINT IS
 SC2324'MARKED BY HIGHWAY CULVERT 87 OVER 68 AND BY SOME BUILDINGS OF THE
 SC2324'LONG ISLAND OYSTER COMPANY.  FROM THE CULVERT GO E ALONG THE SMALL
 SC2324'CREEK TO THE EDGE OF THE WOODS WHERE AN OLD ABANDONED SKID ROAD
 SC2324'WILL BE SEEN.  BEAR LEFT TO THE S EDGE OF A CLEARING AND GO E TO
 SC2324'THE W EDGE OF HEAVY TIMBER.  AFTER ENTERING THE TIMBER BEAR RIGHT
 SC2324'TO THE TOP OF THE RIDGE AND CONTINUE S TO THE HIGHEST POINT AND THE
 SC2324'STATION.  A 1 1/2-HOUR PACK.
 SC2324'
 SC2324'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SC2324
 SC2324                          STATION RECOVERY (1963)
 SC2324
 SC2324'RECOVERY NOTE BY WEYERHAEUSER COMPANY 1963
 SC2324'STATION WAS FOUND IN GOOD CONDITION.
 SC2324'
 SC2324'REFERENCE MARKS WERE NOT FOUND.  AREA AROUND BM CLEARED AND MARKED
 SC2324'WITH FOUR LARGE SHEETS OF WHITE PULP FOR PHOTO INDENTIFICATION ON
 SC2324'FORTHCOMING 1963 AERIAL PHOTOGRAPHY.  EASIEST LOCATION WILL BE WITH
 SC2324'USE OF THESE PHOTOS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH6995 ***********************************************************************
 AH6995  HT_MOD      -  This is a Height Modernization Survey Station.
 AH6995  DESIGNATION -  BONE
 AH6995  PID         -  AH6995
 AH6995  STATE/COUNTY-  WA/PACIFIC
 AH6995  USGS QUAD   -  NEMAH (1994)
 AH6995
 AH6995                         *CURRENT SURVEY CONTROL
 AH6995  ___________________________________________________________________
 AH6995* NAD 83(1998)-  46 36 53.54707(N)    123 55 55.44306(W)     ADJUSTED  
 AH6995* NAVD 88     -         3.76   (meters)      12.3    (feet)  GPS OBS   
 AH6995  ___________________________________________________________________
 AH6995  X           -  -2,449,918.933 (meters)                     COMP
 AH6995  Y           -  -3,641,459.854 (meters)                     COMP
 AH6995  Z           -   4,612,446.762 (meters)                     COMP
 AH6995  LAPLACE CORR-          18.01  (seconds)                    DEFLEC99
 AH6995  ELLIP HEIGHT-         -19.82  (meters)          (07/03/01) GPS OBS
 AH6995  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AH6995
 AH6995  HORZ ORDER  -  FIRST
 AH6995  ELLP ORDER  -  FIFTH     CLASS I
 AH6995
 AH6995.The horizontal coordinates were established by GPS observations
 AH6995.and adjusted by the National Geodetic Survey in July 2001..
 AH6995.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AH6995.DATUM ITEM on the data sheet items page.
 AH6995
 AH6995.The orthometric height was determined by GPS observations and a
 AH6995.high-resolution geoid model using precise GPS observation and
 AH6995.processing techniques.
 AH6995
 AH6995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6995
 AH6995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6995
 AH6995.The ellipsoidal height was determined by GPS observations
 AH6995.and is referenced to NAD 83.
 AH6995
 AH6995.The geoid height was determined by GEOID03.
 AH6995
 AH6995;                    North         East     Units Scale Factor Converg.
 AH6995;SPC WA S     -   148,161.317   237,206.333   MT  0.99991473   -2 29 34.9
 AH6995;SPC WA S     -   486,092.59    778,234.44   sFT  0.99991473   -2 29 34.9
 AH6995;UTM  10      - 5,162,789.818   428,631.639   MT  0.99966261   -0 40 38.7
 AH6995
 AH6995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6995!SPC WA S     -   1.00000311  x   0.99991473  =   0.99991784
 AH6995!UTM  10      -   1.00000311  x   0.99966261  =   0.99966572
 AH6995
 AH6995                          SUPERSEDED SURVEY CONTROL
 AH6995
 AH6995  NAD 83(1991)-  46 36 53.54506(N)    123 55 55.44455(W) AD(       ) 1
 AH6995  ELLIP H (01/20/99)  -19.80   (m)                       GP(       ) 3 2
 AH6995
 AH6995.Superseded values are not recommended for survey control.
 AH6995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6995.See file dsdata.txt to determine how the superseded data were derived.
 AH6995
 AH6995_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2863262790(NAD 83)
 AH6995_MARKER: DD = SURVEY DISK
 AH6995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6995_STAMPING: BONE 1993
 AH6995_MARK LOGO: WADT  
 AH6995_PROJECTION: FLUSH
 AH6995_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH6995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6995+STABILITY: SURFACE MOTION
 AH6995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6995+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH6995
 AH6995  HISTORY     - Date     Condition        Report By
 AH6995  HISTORY     - 1993     MONUMENTED       WADT
 AH6995  HISTORY     - 19991129 GOOD             WADECO
 AH6995
 AH6995                          STATION DESCRIPTION
 AH6995
 AH6995'DESCRIBED BY WA DEPT OF TRANSP 1993
 AH6995'THE STATION IS LOCATED 5 MILES (8.0 KM) SOUTH OF SOUTH BEND.  FROM
 AH6995'SOUTH BEND GO SOUTHWEST ON US 101 TO THE PALIX RIVER BRIDGE. CONTINUE
 AH6995'SOUTH 0.3 MILES (0.5 KM) TO INTERSECTION WITH BAY CENTER DIKE ROAD.
 AH6995'GO WEST 0.95 MILES (1.53 KM) ON BAY CENTER DIKE ROAD TO STATION ON
 AH6995'SOUTH SIDE OF ROAD AND GRAVEL PULL OFF.  STATION IS LOCATED 1.0 METERS
 AH6995'(3.3 FT) NORTHEASAT OF A WHITE WITNESS POST, 6.9 METERS (22.6 FT)
 AH6995'SOUTHWEST OF A CENTERLINE AND 30.8 METERS (101.0 FT) NORTHWEST OF A
 AH6995'TELEPHONE (ATT) BOX P-12.  THE MARK IS A WSDOT BRASS DISK SET INTO A
 AH6995'ROUND CONCRETE MONUMENT FLUSH WITH EXISTING GROUND SURFACE AND AT THE
 AH6995'SOUTH EDGE OF THE GRAVEL PULL OFF.
 AH6995
 AH6995                          STATION RECOVERY (1999)
 AH6995
 AH6995'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1999 (RCD)
 AH6995'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1109 ***********************************************************************
 TP1109  DESIGNATION -  BONEPARTE
 TP1109  PID         -  TP1109
 TP1109  STATE/COUNTY-  WA/OKANOGAN
 TP1109  USGS QUAD   -  MT BONAPARTE (1988)
 TP1109
 TP1109                         *CURRENT SURVEY CONTROL
 TP1109  ___________________________________________________________________
 TP1109* NAD 83(1991)-  48 47 06.85252(N)    119 07 20.32836(W)     ADJUSTED  
 TP1109* NAVD 88     -      2213.6    (meters)    7262.     (feet)  VERTCON   
 TP1109  ___________________________________________________________________
 TP1109  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 TP1109  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TP1109
 TP1109  HORZ ORDER  -  FIRST
 TP1109
 TP1109.The horizontal coordinates were established by classical geodetic methods
 TP1109.and adjusted by the National Geodetic Survey in December 1991..
 TP1109
 TP1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1109
 TP1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1109
 TP1109.The geoid height was determined by GEOID03.
 TP1109
 TP1109;                    North         East     Units Scale Factor Converg.
 TP1109;SPC WA N     -   199,893.081   625,726.715   MT  1.00001018   +1 16 26.0
 TP1109;SPC WA N     -   655,815.88  2,052,905.06   sFT  1.00001018   +1 16 26.0
 TP1109;UTM  11      - 5,405,754.405   344,106.984   MT  0.99989857   -1 35 48.6
 TP1109
 TP1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1109!SPC WA N     -   0.99965589  x   1.00001018  =   0.99966606
 TP1109!UTM  11      -   0.99965589  x   0.99989857  =   0.99955449
 TP1109
 TP1109|---------------------------------------------------------------------|
 TP1109| PID    Reference Object                     Distance      Geod. Az  |
 TP1109|                                                           dddmmss.s |
 TP1109| CS4682 BONAPARTE LOT                        22.469 METERS 03633     |
 TP1109| CS4680 LOT                                  13.260 METERS 03907     |
 TP1109| CS4681 BONEPARTE RM                         19.696 METERS 05044     |
 TP1109| TP1110 GLO 8 1925 RM                       251.991 METERS 09908     |
 TP1109| CF1990 BONEPARTE RM 1                        7.675 METERS 10417     |
 TP1109| CF1991 BONEPARTE RM 2                        6.910 METERS 20515     |
 TP1109| TP1121 OROVILLE                            APPROX.20.0 KM 3074931.5 |
 TP1109|---------------------------------------------------------------------|
 TP1109
 TP1109                          SUPERSEDED SURVEY CONTROL
 TP1109
 TP1109  NAD 83(1986)-  48 47 06.85624(N)    119 07 20.33413(W) AD(       ) 1
 TP1109  NAD 27      -  48 47 07.28200(N)    119 07 16.15500(W) AD(       ) 1
 TP1109  NGVD 29 (07/19/86) 2212.2    (m)         7258.     (f) VERT ANG       
 TP1109
 TP1109.Superseded values are not recommended for survey control.
 TP1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1109.See file dsdata.txt to determine how the superseded data were derived.
 TP1109
 TP1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ4410705754(NAD 83)
 TP1109_MARKER: DS = TRIANGULATION STATION DISK
 TP1109_SETTING: 66 = SET IN ROCK OUTCROP
 TP1109
 TP1109  HISTORY     - Date     Condition        Report By
 TP1109  HISTORY     - 1925     MONUMENTED       CGS
 TP1109  HISTORY     - 1956     GOOD             USGS
 TP1109  HISTORY     - 1957     GOOD             USGS
 TP1109
 TP1109                          STATION DESCRIPTION
 TP1109
 TP1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WHB)
 TP1109'ABOUT 11 MILES SOUTH AND 3 MILES WEST OF CHESAW, ON BONAPARTE
 TP1109'MOUNTAIN, ABOUT 8 METERS SOUTHWARD FROM THE U.S. FOREST SERVICE
 TP1109'LOOKOUT TOWER.
 TP1109'
 TP1109'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 TP1109'OUTCROPPING BEDROCK.
 TP1109'
 TP1109'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/4 METERS.
 TP1109
 TP1109                          STATION RECOVERY (1956)
 TP1109
 TP1109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TP1109'NOTE--STATION HAS BEEN SPELLED BONAPARTE BY USGS.
 TP1109'
 TP1109'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  NEW
 TP1109'TO REACH FOLLOWS.
 TP1109'
 TP1109'TO REACH FROM HAVILLAH, DRIVE E. ON LOST LAKE RD. 4.3 MI TO T-RD.
 TP1109'S. AND SIGN BONAPARTE MTN TRAIL.  TURN RIGHT OFF MAIN-TRAVELED
 TP1109'RD. ON LOGGING RD. 2.0 MI.  PACK S. UP WELL-MARKED AND MAINTAINED
 TP1109'FS TRAIL ABOUT 3.0 MI TO TOP OF MOUNTAIN AND STATION.  ABOUT A
 TP1109'2-HOUR PACK.
 TP1109'
 TP1109'STATION MARK--NGS DISK STAMPED---BONAPARTE 1925---, IN ROCK.
 TP1109'
 TP1109'USGS RM--ALUMINUM BOLT STAMPED---USGS---, IN SOLID ROCK.  (REMAINS
 TP1109'OF 1899 USGS STATION)
 TP1109'
 TP1109'1925 LOH--LOH HAS BEEN DISMANTLED AND IS USED AS A WOOD SHED.
 TP1109'
 TP1109'1936 LOT--TOWER WITH 14X14-FT BUILDING PAINTED WHITE WITH RED
 TP1109'ROOF.
 TP1109
 TP1109                          STATION RECOVERY (1957)
 TP1109
 TP1109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 TP1109'RECOVERED AS DESCRIBED BY NGS AND USGS.  ALL MARKS IN GOOD
 TP1109'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1884 ***********************************************************************
 TR1884  DESIGNATION -  BONES 1939
 TR1884  PID         -  TR1884
 TR1884  STATE/COUNTY-  WA/SKAGIT
 TR1884  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1884
 TR1884                         *CURRENT SURVEY CONTROL
 TR1884  ___________________________________________________________________
 TR1884* NAD 83(1991)-  48 33 13.20071(N)    122 35 34.04819(W)     ADJUSTED  
 TR1884* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 TR1884  ___________________________________________________________________
 TR1884  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 TR1884  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 TR1884
 TR1884  HORZ ORDER  -  THIRD
 TR1884
 TR1884.The horizontal coordinates were established by classical geodetic methods
 TR1884.and adjusted by the National Geodetic Survey in December 1991..
 TR1884
 TR1884.The orthometric height was scaled from a topographic map.
 TR1884
 TR1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1884
 TR1884.The geoid height was determined by GEOID03.
 TR1884
 TR1884;                    North         East     Units Scale Factor Converg.
 TR1884;SPC WA N     -   174,228.993   370,125.955   MT  0.99997117   -1 18 35.8
 TR1884;SPC WA N     -   571,616.29  1,214,321.57   sFT  0.99997117   -1 18 35.8
 TR1884;UTM  10      - 5,377,921.017   530,049.473   MT  0.99961109   +0 18 18.9
 TR1884
 TR1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1884!SPC WA N     -   0.99998178  x   0.99997117  =   0.99995295
 TR1884!UTM  10      -   0.99998178  x   0.99961109  =   0.99959288
 TR1884
 TR1884                          SUPERSEDED SURVEY CONTROL
 TR1884
 TR1884  NAD 83(1986)-  48 33 13.20481(N)    122 35 34.05324(W) AD(       ) 3
 TR1884  NAD 27      -  48 33 13.81800(N)    122 35 29.44100(W) AD(       ) 3
 TR1884
 TR1884.Superseded values are not recommended for survey control.
 TR1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1884.See file dsdata.txt to determine how the superseded data were derived.
 TR1884
 TR1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3004977921(NAD 83)
 TR1884_MARKER: DS = TRIANGULATION STATION DISK
 TR1884_SETTING: 80 = SET IN A BOULDER
 TR1884_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TR1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1884+STABILITY: SURFACE MOTION
 TR1884
 TR1884  HISTORY     - Date     Condition        Report By
 TR1884  HISTORY     - 1939     MONUMENTED       CGS
 TR1884  HISTORY     - 1953     GOOD             CGS
 TR1884  HISTORY     - 1955     GOOD             CGS
 TR1884  HISTORY     - 19880125 GOOD             USCG
 TR1884
 TR1884                          STATION DESCRIPTION
 TR1884
 TR1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1884'ON THE E SIDE OF GUEMES ISLAND, ABOUT 1 MILE NW OF BOAT HARBOR,
 TR1884'ATOP A SLOPING ROCK, ABOUT 10 FEET ABOVE HIGH WATER.  A STANDARD
 TR1884'HYDROGRAPHIC DISK, STAMPED BONES 1939, CEMENTED INTO A DRILL HOLE IN
 TR1884'ROCK.
 TR1884
 TR1884                          STATION RECOVERY (1953)
 TR1884
 TR1884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1884'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1939.
 TR1884'A COMPLETE DESCRIPTION FOLLOWS--
 TR1884'
 TR1884'ON THE NE SIDE OF GUEMES ISLAND, ABOUT 1 MI. NW OF BOAT HARBOR,
 TR1884'ATOP A SLOPING ROCK, AND ABOUT 10 FT. ABOVE AND 5 FT. BACK FROM HIGH
 TR1884'WATER.  THE STATION IS A STANDARD HYDROGRAPHIC DISK, SET IN A DRILL
 TR1884'HOLE, AND STAMPED BONES 1939.
 TR1884
 TR1884                          STATION RECOVERY (1955)
 TR1884
 TR1884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1884'STATION RECOVERED IN GOOD CONDITION.  1939 DESCRIPTION IS ADEQUATE.
 TR1884
 TR1884                          STATION RECOVERY (1988)
 TR1884
 TR1884'RECOVERY NOTE BY US COAST GUARD 1988 (QV)
 TR1884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1336 ***********************************************************************
 SV1336  DESIGNATION -  BONG
 SV1336  PID         -  SV1336
 SV1336  STATE/COUNTY-  WA/SPOKANE
 SV1336  USGS QUAD   -  MEDICAL LAKE (1973)
 SV1336
 SV1336                         *CURRENT SURVEY CONTROL
 SV1336  ___________________________________________________________________
 SV1336* NAD 83(1991)-  47 37 29.26135(N)    117 38 44.31875(W)     ADJUSTED  
 SV1336* NAVD 88     -       741.67   (meters)    2433.3    (feet)  RESET     
 SV1336  ___________________________________________________________________
 SV1336  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 SV1336  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 SV1336
 SV1336  HORZ ORDER  -  THIRD
 SV1336  VERT ORDER  -  THIRD
 SV1336
 SV1336.The horizontal coordinates were established by classical geodetic methods
 SV1336.and adjusted by the National Geodetic Survey in December 1991..
 SV1336
 SV1336.The orthometric height was computed from unverified reset data.
 SV1336.No vertical observational check was made to the station.
 SV1336
 SV1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1336
 SV1336.The geoid height was determined by GEOID03.
 SV1336
 SV1336;                    North         East     Units Scale Factor Converg.
 SV1336;SPC WA N     -    74,427.481   739,528.650   MT  0.99997906   +2 22 23.9
 SV1336;SPC WA N     -   244,184.16  2,426,270.25   sFT  0.99997906   +2 22 23.9
 SV1336;UTM  11      - 5,274,801.016   451,489.764   MT  0.99962892   -0 28 37.1
 SV1336
 SV1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1336!SPC WA N     -   0.99988666  x   0.99997906  =   0.99986572
 SV1336!UTM  11      -   0.99988666  x   0.99962892  =   0.99951562
 SV1336
 SV1336|---------------------------------------------------------------------|
 SV1336| PID    Reference Object                     Distance      Geod. Az  |
 SV1336|                                                           dddmmss.s |
 SV1336| SV1752 BONG RM 1                            14.965 METERS 07717     |
 SV1336| SV0971 Y 261                                14.774 METERS 08208     |
 SV1336| CF1993 BONG RM 2                            11.245 METERS 16227     |
 SV1336| CF1992 BONG AZ MK                                         2705723.6 |
 SV1336|---------------------------------------------------------------------|
 SV1336
 SV1336                          SUPERSEDED SURVEY CONTROL
 SV1336
 SV1336  NAD 83(1986)-  47 37 29.27099(N)    117 38 44.31139(W) AD(       ) 3
 SV1336  NAD 27      -  47 37 29.66200(N)    117 38 40.54500(W) AD(       ) 3
 SV1336  NGVD 29 (12/17/02)  740.48   (m)         2429.4    (f) RESET       3  
 SV1336
 SV1336.Superseded values are not recommended for survey control.
 SV1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1336.See file dsdata.txt to determine how the superseded data were derived.
 SV1336
 SV1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5149074801(NAD 83)
 SV1336_MARKER: DS = TRIANGULATION STATION DISK
 SV1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1336_SP_SET: CONCRETE POST
 SV1336_STAMPING: BONG 1950
 SV1336_MARK LOGO: CGS   
 SV1336_PROJECTION: FLUSH
 SV1336_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1336+STABILITY: SURFACE MOTION
 SV1336
 SV1336  HISTORY     - Date     Condition        Report By
 SV1336  HISTORY     - 1950     MONUMENTED       CGS
 SV1336  HISTORY     - 1950     GOOD             CGS
 SV1336  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SV1336  HISTORY     - 1968     SEE DESCRIPTION  LOCENG
 SV1336  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SV1336  HISTORY     - 1973     SEE DESCRIPTION  USGS
 SV1336  HISTORY     - 1982     MARK NOT FOUND   DMA
 SV1336  HISTORY     - 19830319 GOOD             NGS
 SV1336  HISTORY     - 19831030 GOOD             NGS
 SV1336
 SV1336                          STATION DESCRIPTION
 SV1336
 SV1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SV1336'THE STATION IS LOCATED ON THE SPOKANE AIR BASE.  IT IS ABOUT 12.0
 SV1336'MILES AIRLINE WEST-SOUTHWEST OF SPOKANE AND ABOUT 4.0 MILES AIRLINE
 SV1336'EAST-SOUTHEAST OF DEEP CREEK.
 SV1336'
 SV1336'THE STATION IS A STANDARD DISK STAMPED BONG 1950 SET IN THE TOP OF
 SV1336'A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 SV1336'OF THE GROUND.  IT IS 49.0 FEET SOUTHWEST OF THE WEST CORNER AND
 SV1336'55.4 FEET WEST-SOUTHWEST OF THE SOUTH CORNER OF CRASH TRUCK
 SV1336'BUILDING 2020.
 SV1336'
 SV1336'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BONG NO 1 1950
 SV1336'SET IN A DRILL HOLE IN A CONCRETE SLAB WHICH IS FLUSH WITH THE
 SV1336'SURFACE OF THE GROUND, AND IS THE SAME ELEVATION AS THE STATION.
 SV1336'IT IS 1 FOOT WEST OF THE SOUTHWEST WALL OF THE CRASH TRUCK
 SV1336'BUILDING 2020.
 SV1336'
 SV1336'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BONG NO 2 1950
 SV1336'SET IN A DRILL HOLE IN A CONCRETE CURBING WHICH PROJECTS 6 INCHES
 SV1336'HIGHER THAN THE GROUND, AND IS THE SAME ELEVATION AS THE STATION.
 SV1336'
 SV1336'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BONG 1950 SET IN A DRILL
 SV1336'HOLE IN A CONCRETE RAMP WHICH IS IN FRONT OF ENTRANCE 6 OF
 SV1336'WAREHOUSE 8.  IT PROJECTS ABOUT 4 FEET HIGHER THAN THE GROUND.
 SV1336'
 SV1336'BENCH MARK Y261 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 SV1336'MARK STAMPED Y261 1944 SET IN A DRILL HOLE IN A CONCRETE SLAB WHICH
 SV1336'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 3 FEET WEST OF THE
 SV1336'SOUTHWEST WALL OF CRASH TRUCK BUILDING 2020.
 SV1336'
 SV1336'TO REACH THE STATION FROM THE MAIN ENTRANCE OF THE SPOKANE AIR BASE,
 SV1336'GO SOUTHERLY ON THE PAVED ROAD FOR 0.5 MILE TO A FORK.  TAKE THE LEFT
 SV1336'FORK, SOUTHERLY, FOR 0.2 MILE TO A RIGHT TURN.  CONTINUE WEST FOR
 SV1336'0.6 MILE TO AN INTERSECTION.  TURN LEFT, SOUTHEASTERLY, AND GO 0.2
 SV1336'MILE TO THE STATION ON THE LEFT, EAST, SIDE OF THE TAXI STRIP AT
 SV1336'THE CRASH TRUCK BUILDING 2020.
 SV1336'
 SV1336'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWEST ON THE
 SV1336'TAXI STRIP FOR 0.2 MILE TO AN INTERSECTION.  TURN LEFT,
 SV1336'WEST-NORTHWEST, ON THE PAVED ROAD, AND GO 0.25 MILE TO A SIDE ROAD,
 SV1336'RIGHT, AND WAREHOUSE 8 AND THE AZIMUTH MARK.
 SV1336'
 SV1336'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 SV1336
 SV1336                          STATION RECOVERY (1950)
 SV1336
 SV1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 SV1336'RECOVERED IN GOOD CONDITION.
 SV1336
 SV1336                          STATION RECOVERY (1965)
 SV1336
 SV1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1336'THE STATION MARK, REFERENCE MARK NO. 1, BM Y 261, AND THE AZIMUTH
 SV1336'MARK WERE RECOVERED.  REFERENCE MARK NO. 2 WAS NOT FOUND BUT MAY BE
 SV1336'BURIED.
 SV1336'
 SV1336'THE STATION MARK WAS RECOVERED 3 INCHES BELOW GROUND.
 SV1336'
 SV1336'REFERENCE MARK NO. 1 IS 8 FEET NORTHWEST OF THE SOUTH CORNER OF
 SV1336'THE CRASH TRUCK SHED, AND BENCH MARK Y 261 IS 4 FEET SOUTH OF RM NO.
 SV1336'1.
 SV1336'
 SV1336'THE AZIMUTH MARK IS SET IN THE EAST EDGE OF THE 12-FOOT WIDE RAMP
 SV1336'ON THE EAST SIDE OF WAREHOUSE NO. 8.  IT IS 36 FEET NORTH OF THE
 SV1336'SOUTHEAST CORNER OF THE RAMP.
 SV1336
 SV1336                          STATION RECOVERY (1968)
 SV1336
 SV1336'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 SV1336'BONG 1950 GOOD - DESCRIPTION OK
 SV1336'
 SV1336'BM Y 261 1944 GOOD
 SV1336'
 SV1336'BONG NO 1 GOOD
 SV1336'
 SV1336'BONG AZ 1950 GOOD
 SV1336'
 SV1336'STA. ABOUT 0.2 BELOW GRASS IN LAWN.
 SV1336
 SV1336                          STATION RECOVERY (1969)
 SV1336
 SV1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 SV1336'THIS STATION WITH RM 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SV1336'THE CRASH TRUCK BUILDING ALONG SIDE BLDG. 2020 HAS BEEN TORN DOWN,
 SV1336'REFERENCES MAY BE TAKEN FROM THE FOUNDATION OF THE BUILDING.
 SV1336'REFERENCE MARK 2 WAS NOT RECOVERED.  THE AZIMUTH MARK WAS
 SV1336'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS ABOUT 0.4 MILE
 SV1336'FROM THE STATION IN A WESTERLY DIRECTION.  TO REACH FROM THE
 SV1336'STATION GO NORTH-NORTHWEST ON THE RAMP FOR 0.2 MILE TO GATE 46,
 SV1336'TURN LEFT ON ARNOLD RD. AND GO 0.25 MILE TO FIRST WAREHOUSE ON RIGHT
 SV1336'AND THE AZIMUTH MARK.  THE MARK IS 130 FT. N OF ARNOLD RD., 60 FT.
 SV1336'W OF SEATTLE ST. ON THE CONCRETE LOADING RAMP ON THE WAREHOUSE (BLDG.
 SV1336'2003A).
 SV1336'
 SV1336'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT FAIRCHILD AIR
 SV1336'FORCE BASE.
 SV1336
 SV1336                          STATION RECOVERY (1973)
 SV1336
 SV1336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (LW)
 SV1336'TRIANGULATION STATION BONG WAS SEARCHED FOR AND NOT FOUND.  RM 1 AND
 SV1336'BM Y 261 WERE FOUND IN GOOD CONDITION.  PORTIONS OF CONCRETE WERE
 SV1336'FOUND IN THE AREA, PROBABLY FROM STATION MONUMENT.  RM 2 WAS ALSO NOT
 SV1336'FOUND.
 SV1336
 SV1336                          STATION RECOVERY (1982)
 SV1336
 SV1336'RECOVERY NOTE BY DEFENSE MAP AGENCY 1982 (JEL)
 SV1336'BONG 1950 NOT RECOVERED.
 SV1336'
 SV1336'BONG NO. 1 1950 DISTURBED.
 SV1336'
 SV1336'BM Y 261 DISTURBED.
 SV1336'
 SV1336'BONG AZ 1950 RECOVERED.
 SV1336
 SV1336                          STATION RECOVERY (1983)
 SV1336
 SV1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 SV1336'THE STATION MARK, REFERENCE MARK 1, BENCH MARK Y 261 AND THE AZIMUTH
 SV1336'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND
 SV1336'AND THE AZIMUTH MARK WILL BE DESTROYED BY CONSTRUCTION.  A NEW
 SV1336'REFERENCE MARK 3 AND AN AZIMUTH MARK 2 WERE ESTABLISHED AT THIS DATE.
 SV1336'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.028 M
 SV1336'(0.092 FT) .  THE DISTANCE TO BM Y 261 COMPARED FAVORABLY WITH THE
 SV1336'1950.  THE ANGLE BETWEEN THE REFERENCE MARKS COMPARED FAVORABLY WITH
 SV1336'THE 1950 DATA.  DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION
 SV1336'FOLLOWS.  THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) WEST OF
 SV1336'SPOKANE AT FAIRCHILD AIRFORCE BASE.  CONTACT THE BASE ENGINEERING
 SV1336'SECTION BEFORE VISITING THE STATION AS AN ESCORT IS REQUIRED AT THIS
 SV1336'TIME.  TO REACH THE STATION FROM THE MAIN GATE OF FAIRCHILD AIRFORCE
 SV1336'BASE ABOUT 19.3 KM (12.00 MI) WEST OF SPOKANE ON US HIGHWAY 2 GO
 SV1336'SOUTHWEST ON MITCHELL ST FOR 0.80 KM (0.50 MI) TO A CROSSROAD.  TURN
 SV1336'RIGHT AND GO WEST ON BONG STREET FOR 0.32 KM (0.20 MI) TO A CROSSROAD,
 SV1336'TURN LEFT AND GO SOUTHEAST ON 5TH STREET FOR 0.32 KM (0.20 MI) TO
 SV1336'GUARD GATE NUMBER 35.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR
 SV1336'0.32 KM (0.20 MI) TO A TAXIWAY, TURN RIGHT AND GO SOUTHWEST ALONG THE
 SV1336'TAXIWAY FOR 0.24 KM (0.15 MI) TO A POINT WHERE THE CONCRETE TAXIWAY
 SV1336'TURNS RIGHT TO AN AIRPLANE PARKING AREA AND THE MARK ON THE RIGHT.
 SV1336'THE STATION IS A STANDARD CGS DISK STAMPED BONG 1950, SET INTO THE TOP
 SV1336'OF A SQUARE CONCRETE MONUMENT 10 INCHES OR 26 CM IN DIAMETER RECESSED
 SV1336'6 INCHES OR 15 CM BELOW THE GROUND LOCATED 35.5 FT (10.8 M) N FROM THE
 SV1336'EDGE OF THE CONCRETE APRON, 40.4 FT (12.3 M) E FROM THE EDGE OF THE
 SV1336'CONCRETE APRON, AND 2 FT (0.6 M) S FROM A WITNESS POST.  REFERENCE
 SV1336'MARK NO 1 IS A STANDARD CGS DISK STAMPED BONG NO 1 1950, SET IN A
 SV1336'DRILL HOLE IN THE NORTHEAST CORNER OF AN ELECTRICAL VAULT LOCATED 8.2
 SV1336'FT (2.5 M) N FROM THE EDGE OF THE CONCRETE APRON, 2 FT (0.6 M) NE FROM
 SV1336'THE CENTER OF THE MANHOLE COVER, AND 0.5 FT (15.2 CM) HIGHER THAN THE
 SV1336'STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED BONG 1950
 SV1336'NO 3 1983, SET IN A DRILL HOLE IN THE CONCRETE APRON 31.8 FT (9.7 M)
 SV1336'NE FROM A MANHOLE COVER, 2 FT (0.6 M) SW FROM THE EDGE OF THE CONCRETE
 SV1336'APRON AT A CURVE IN THE NORTH EDGE, AND 0.5 FT (15.2 CM) HIGHER THAN
 SV1336'THE STATION.  BENCH MARK IS A STANDARD DISK STAMPED Y 261 1944, SET IN
 SV1336'A DRILL HOLE IN THE SOUTHWEST CORNER OF THE ELECTRICAL VAULT LOCATED
 SV1336'5.2 FT (1.6 M) N FROM THE EDGE OF THE CONCRETE APRON, 2 FT (0.6 M) SW
 SV1336'FROM THE CENTER OF THE MANHOLE COVER, AND 0.5 FT (15.2 CM) HIGHER THAN
 SV1336'THE STATION. AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED BONG
 SV1336'1950 NO 2 1983, SET IN A DRILL HOLE IN A CONCRETE SLAB FOR A RUNWAY
 SV1336'LIGHT LOCATED 42 FT (12.8 M) S FROM A WIND SOCK.  TO REACH THE AZIMUTH
 SV1336'MARK FROM THE STATION GO EAST ALONG THE SOUTH SIDE OF THE APRON FOR
 SV1336'0.48 KM (0.30 MI) TO THE WINDSOCK AND THE MARK IN THE FOOTING FOR THE
 SV1336'4TH LIGHT ALONG THE TAXIWAY.
 SV1336
 SV1336                          STATION RECOVERY (1983)
 SV1336
 SV1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV1336'0.5 MI (0.8 KM) SOUTH ALONG MITCHELL STREET FROM THE MAIN GATE AT
 SV1336'FAIRCHILD AIRFORCE BASE TO A CROSSROAD, THENCE RIGHT, WEST FOR 0.2
 SV1336'MI (0.3 KM) ALONG BONG STREET TO A CROSSROAD, THENCE LEFT SOUTH FOR
 SV1336'0.2 MI (0.3 KM) ALONG 5TH STREET TO A GUARD GATE NUMBER 35, THENCE
 SV1336'SOUTH FOR 0.2 MI (0.3 KM) TO A TAXIWAY, THENCE RIGHT, WEST ALONG THE
 SV1336'TAXIWAY FOR 0.15 MI (0.24 KM) TO A POINT WHERE THE TAXIWAY TURNS
 SV1336'RIGHT INTO AN AIRPLANE PARKING AREA, 35.5 FT (10.8 MT) NORTH OF THE
 SV1336'EDGE OF THE CONCRETE APRON, 40.4 FT (12.3 MT) EAST OF THE EDGE OF THE
 SV1336'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1752 ***********************************************************************
 SV1752  DESIGNATION -  BONG RM 1
 SV1752  PID         -  SV1752
 SV1752  STATE/COUNTY-  WA/SPOKANE
 SV1752  USGS QUAD   -  MEDICAL LAKE (1973)
 SV1752
 SV1752                         *CURRENT SURVEY CONTROL
 SV1752  ___________________________________________________________________
 SV1752* NAD 83(1986)-  47 37 29.     (N)    117 38 44.     (W)     SCALED    
 SV1752* NAVD 88     -       741.78   (meters)    2433.7    (feet)  RESET     
 SV1752  ___________________________________________________________________
 SV1752  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 SV1752
 SV1752  VERT ORDER  -  THIRD
 SV1752
 SV1752.The horizontal coordinates were scaled from a topographic map and have
 SV1752.an estimated accuracy of +/- 6 seconds.
 SV1752
 SV1752.The orthometric height was computed from unverified reset data.
 SV1752.No vertical observational check was made to the station.
 SV1752
 SV1752.The geoid height was determined by GEOID03.
 SV1752
 SV1752;                    North         East    Units  Estimated Accuracy
 SV1752;SPC WA N     -    74,420.      739,540.      MT  (+/- 180 meters Scaled)
 SV1752
 SV1752                          SUPERSEDED SURVEY CONTROL
 SV1752
 SV1752  NGVD 29 (12/17/02)  740.59   (m)         2429.8    (f) RESET       3  
 SV1752
 SV1752.Superseded values are not recommended for survey control.
 SV1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1752.See file dsdata.txt to determine how the superseded data were derived.
 SV1752
 SV1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN514747(NAD 83)
 SV1752_MARKER: DR = REFERENCE MARK DISK
 SV1752_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SV1752_SP_SET: ELECTRICAL VAULT
 SV1752_STAMPING: BONG NO 1 1950
 SV1752_MARK LOGO: CGS   
 SV1752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1752
 SV1752  HISTORY     - Date     Condition        Report By
 SV1752  HISTORY     - 1950     MONUMENTED       CGS
 SV1752  HISTORY     - 19840711 GOOD             NGS
 SV1752
 SV1752                          STATION DESCRIPTION
 SV1752
 SV1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 SV1752'0.80 KM (0.50 MI) SOUTH ALONG MITCHELL STREET FROM THE MAIN GATE AT
 SV1752'FAIRCHILD AIRFORCE BASE TO A CROSSROAD, THENCE RIGHT, WEST ALONG BONG
 SV1752'STREET FOR 0.32 KM (0.20 MI) TO A CROSSROAD, THENCE LEFT, SOUTH ALONG
 SV1752'5TH STREET FOR 0.32 KM (0.20 MI) TO A GUARD GATE NUMBER 35, CONTINUE
 SV1752'SOUTH FOR 0.32 KM (0.20 MI) TO A TAXIWAY, THENCE RIGHT, WEST ALONG
 SV1752'THE TAXIWAY FOR 0.24 KM (0.15 MI) TO A POINT WHERE THE TAXIWAY TURNS
 SV1752'RIGHT INTO AN AIRPLANE PARKING AREA, AND THE MARK ON THE RIGHT, 2.5 M
 SV1752'(8.2 FT) NORTH OF THE EDGE OF THE CONCRETE APRON, 0.6 M (2.0 FT)
 SV1752'NORTHEAST OF THE CENTER OF THE MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1753 ***********************************************************************
 SV1753  DESIGNATION -  BONG RM 3
 SV1753  PID         -  SV1753
 SV1753  STATE/COUNTY-  WA/SPOKANE
 SV1753  USGS QUAD   -  MEDICAL LAKE (1973)
 SV1753
 SV1753                         *CURRENT SURVEY CONTROL
 SV1753  ___________________________________________________________________
 SV1753* NAD 83(1986)-  47 37 29.     (N)    117 38 44.     (W)     SCALED    
 SV1753* NAVD 88     -       741.74   (meters)    2433.5    (feet)  RESET     
 SV1753  ___________________________________________________________________
 SV1753  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 SV1753
 SV1753  VERT ORDER  -  THIRD
 SV1753
 SV1753.The horizontal coordinates were scaled from a topographic map and have
 SV1753.an estimated accuracy of +/- 6 seconds.
 SV1753
 SV1753.The orthometric height was computed from unverified reset data.
 SV1753.No vertical observational check was made to the station.
 SV1753
 SV1753.The geoid height was determined by GEOID03.
 SV1753
 SV1753;                    North         East    Units  Estimated Accuracy
 SV1753;SPC WA N     -    74,420.      739,540.      MT  (+/- 180 meters Scaled)
 SV1753
 SV1753                          SUPERSEDED SURVEY CONTROL
 SV1753
 SV1753  NGVD 29 (12/17/02)  740.55   (m)         2429.6    (f) RESET       3  
 SV1753
 SV1753.Superseded values are not recommended for survey control.
 SV1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1753.See file dsdata.txt to determine how the superseded data were derived.
 SV1753
 SV1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN514747(NAD 83)
 SV1753_MARKER: DR = REFERENCE MARK DISK
 SV1753_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SV1753_SP_SET: TAXIWAY
 SV1753_STAMPING: BONG 1950 NO 3 1983
 SV1753_MARK LOGO: NGS   
 SV1753_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1753
 SV1753  HISTORY     - Date     Condition        Report By
 SV1753  HISTORY     - 1983     MONUMENTED       NGS
 SV1753
 SV1753                          STATION DESCRIPTION
 SV1753
 SV1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 SV1753'0.80 KM (0.50 MI) SOUTH ALONG MITCHELL STREET FROM THE MAIN GATE AT
 SV1753'FAIRCHILD AIRFORCE BASE TO A CROSSROAD, THENCE RIGHT, WEST ALONG BONG
 SV1753'STREET FOR 0.32 KM (0.20 MI) TO A CROSSROAD, THENCE LEFT, SOUTH ALONG
 SV1753'5TH STREET FOR 0.32 KM (0.20 MI) TO GUARD GATE NUMBER 35, THENCE
 SV1753'CONTINUE SOUTH FOR 0.32 KM (0.20 MI) TO A TAXIWAY, THENCE RIGHT, WEST
 SV1753'ALONG THE TAXIWAY FOR 0.24 KM (0.15 MI) TO A POINT WHERE THE TAXIWAY
 SV1753'TURNS RIGHT INTO AN AIRPLANE PARKING AREA AND THE MARK ON THE RIGHT,
 SV1753'9.69 M (31.79 FT) NORTHEAST OF A MANHOLE COVER, 0.6 M (2.0 FT)
 SV1753'SOUTHWEST OF THE EDGE OF THE CONCRETE, AT A CURVE IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3228 ***********************************************************************
 SY3228  DESIGNATION -  BONNE
 SY3228  PID         -  SY3228
 SY3228  STATE/COUNTY-  WA/THURSTON
 SY3228  USGS QUAD   -  TUMWATER (1994)
 SY3228
 SY3228                         *CURRENT SURVEY CONTROL
 SY3228  ___________________________________________________________________
 SY3228* NAD 83(1991)-  47 00 20.54520(N)    122 56 41.79441(W)     ADJUSTED  
 SY3228* NAVD 88     -       154.9    (meters)     508.     (feet)  VERTCON   
 SY3228  ___________________________________________________________________
 SY3228  X           -  -2,369,651.130 (meters)                     COMP
 SY3228  Y           -  -3,656,630.531 (meters)                     COMP
 SY3228  Z           -   4,642,295.325 (meters)                     COMP
 SY3228  LAPLACE CORR-          -7.12  (seconds)                    DEFLEC99
 SY3228  ELLIP HEIGHT-         133.80  (meters)          (08/17/92) GPS OBS
 SY3228  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SY3228
 SY3228  HORZ ORDER  -  SECOND
 SY3228  ELLP ORDER  -  FOURTH    CLASS II
 SY3228
 SY3228.The horizontal coordinates were established by classical geodetic methods
 SY3228.and adjusted by the National Geodetic Survey in December 1991..
 SY3228
 SY3228.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3228
 SY3228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY3228
 SY3228.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3228
 SY3228.The ellipsoidal height was determined by GPS observations
 SY3228.and is referenced to NAD 83.
 SY3228
 SY3228.The geoid height was determined by GEOID03.
 SY3228
 SY3228;                    North         East     Units Scale Factor Converg.
 SY3228;SPC WA S     -   188,768.863   314,107.872   MT  0.99994153   -1 46 33.6
 SY3228;SPC WA S     -   619,319.18  1,030,535.58   sFT  0.99994153   -1 46 33.6
 SY3228;UTM  10      - 5,205,799.779   504,185.303   MT  0.99960022   +0 02 25.0
 SY3228
 SY3228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3228!SPC WA S     -   0.99997903  x   0.99994153  =   0.99992056
 SY3228!UTM  10      -   0.99997903  x   0.99960022  =   0.99957926
 SY3228
 SY3228|---------------------------------------------------------------------|
 SY3228| PID    Reference Object                     Distance      Geod. Az  |
 SY3228|                                                           dddmmss.s |
 SY3228| AH6889 BONNE RM 3                            6.890 METERS 01054     |
 SY3228| SY3232 BONNEVILLE POWER ADMIN MK 1954       54.466 METERS 08027     |
 SY3228| AH6890 BONNE RM 4                           13.309 METERS 10348     |
 SY3228| SY3235 TUMWATER BPA MICROWAVE MAST          38.147 METERS 10426     |
 SY3228| CE3373 BONNE RM 1                           24.597 METERS 13243     |
 SY3228| CE3372 BONNE AZ MK                                        1784029.1 |
 SY3228| SC1583 DELPHI AZ MK                        APPROX.15.1 KM 2561302.6 |
 SY3228| SY3279 BONNE AZ MK 2                       APPROX. 1.6 KM 2970011.8 |
 SY3228|---------------------------------------------------------------------|
 SY3228
 SY3228                          SUPERSEDED SURVEY CONTROL
 SY3228
 SY3228  NAD 83(1986)-  47 00 20.54330(N)    122 56 41.80458(W) AD(       ) 2
 SY3228  NAD 27      -  47 00 21.19300(N)    122 56 37.29600(W) AD(       ) 2
 SY3228  NGVD 29 (07/19/86)  153.9    (m)          505.     (f) VERT ANG       
 SY3228
 SY3228.Superseded values are not recommended for survey control.
 SY3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3228.See file dsdata.txt to determine how the superseded data were derived.
 SY3228
 SY3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0418505800(NAD 83)
 SY3228_MARKER: DS = TRIANGULATION STATION DISK
 SY3228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3228_STAMPING: BONNE 1954
 SY3228_MARK LOGO: CGS   
 SY3228_PROJECTION: FLUSH
 SY3228_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3228+STABILITY: SURFACE MOTION
 SY3228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY3228+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1984
 SY3228
 SY3228  HISTORY     - Date     Condition        Report By
 SY3228  HISTORY     - 1954     MONUMENTED       CGS
 SY3228  HISTORY     - 1957     GOOD             DMA
 SY3228  HISTORY     - 1963     GOOD             CGS
 SY3228  HISTORY     - 1974     GOOD             NGS
 SY3228  HISTORY     - 1977     GOOD             NGS
 SY3228  HISTORY     - 19840703 SEE DESCRIPTION  NGS
 SY3228
 SY3228                          STATION DESCRIPTION
 SY3228
 SY3228'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY3228'STATION IS LOCATED UPON THE SUMMIT OF A PROMINENT WOODED HILL
 SY3228'WHICH LIES ABOUT 1.5 MILES WEST OF TUMWATER, 3.0 MILES SOUTHWEST
 SY3228'OF OLYMPIA AND 1.0 MILE EAST OF THE NORTHEAST END OF BLACK LAKE.
 SY3228'
 SY3228'TO REACH FROM THE CAPITOL BUILDING IN OLYMPIA, AT THE
 SY3228'INTERSECTION OF 14TH STREET AND CAPITOL WAY (U.S. HIGHWAY 99),
 SY3228'DRIVE SOUTH ON U.S. HIGHWAY 99 FOR 2.6 MILES TO ITS JUNCTION WITH
 SY3228'STATE HIGHWAY 1M.  TURN RIGHT AND DRIVE WEST ON STATE HIGHWAY 1M
 SY3228'FOR 0.3 MILE TO A Y-FORK, WHERE STATE HIGHWAY 1M TURNS LEFT.
 SY3228'KEEP RIGHT FORK AND DRIVE WEST FOR 1.15 MILES TO THE AZIMUTH MARK
 SY3228'ON THE LEFT, SOUTH, SIDE OF ROAD.  CONTINUE WEST FOR 0.6 MILE TO
 SY3228'THE BONNEVILLE SUB-STATION ON THE RIGHT.  CONTINUE STRAIGHT
 SY3228'AHEAD, NORTH AND WEST, FOR 0.6 MILE TO A CROSS ROAD.  TURN RIGHT
 SY3228'AND DRIVE NORTH, THENCE EAST, FOR 0.35 MILE TO A T-ROAD LEFT.  KEEP
 SY3228'STRAIGHT AHEAD, EAST, ON SAPP ROAD FOR 0.75 MILE TO A T-ROAD
 SY3228'RIGHT.  TURN RIGHT AND DRIVE UP GRADE FOR 0.6 MILE TO END OF ROAD
 SY3228'AT MICROWAVE TOWER.  WALK WEST FOR 100 FEET TO THE
 SY3228'HIGHEST POINT OF HILL AND STATION.
 SY3228'
 SY3228'THE SURFACE-STATION MARK, STAMPED BONNE 1954, IS A STANDARD DISK
 SY3228'SET IN THE TOP OF A SQUARE CONCRETE POST, ABOUT 10 INCHES SQUARE
 SY3228'AND PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 4.5 FEET WEST OF
 SY3228'A STANDARD WITNESS POST WHICH PROJECTS ABOUT 3 FEET.
 SY3228'
 SY3228'UNDERGROUND-STATION MARK, STAMPED BONNE 1954, IS A STANDARD DISK
 SY3228'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 SY3228'SURFACE OF THE GROUND AND PLUMB WITH THE CENTER OF THE SURFACE
 SY3228'MARK.
 SY3228'
 SY3228'REFERENCE MARK 1, STAMPED BONNE NO 1 1954, IS A STANDARD DISK
 SY3228'SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 10 INCHES SQUARE
 SY3228'AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS SET
 SY3228'ON THE SOUTHEAST SLOPE OF HILL, ABOUT 6 FEET LOWER IN ELEVATION
 SY3228'THAN THE STATION MARK AND IS 31.2 FEET SOUTHWEST OF THE SOUTHWEST
 SY3228'CORNER OF THE FENCE SURROUNDING THE MICROWAVE TOWER.
 SY3228'
 SY3228'THE BONNEVILLE POWER ADMINISTRATION ELEVATION MARK WAS USED FOR
 SY3228'REFERENCE MARK 2.  IT IS A BRONZE DISK WITH A HOLE IN ITS CENTER,
 SY3228'BRAZED IN THE TOP OF AN IRON PIPE WHICH IS ABOUT 1.5 INCHES IN
 SY3228'DIAMETER AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 SY3228'GROUND.  THE MARK IS 10 FEET NORTH OF THE CENTERLINE OF ROAD AND
 SY3228'53.7 FEET NORTH OF THE NORTHEAST FENCE CORNER OF THE FENCE
 SY3228'SURROUNDING THE MICROWAVE TOWER.
 SY3228'
 SY3228'THE CENTER OF THE BASE OF THE MICROWAVE TOWER IS A CROSS (+) IN THE
 SY3228'CENTER OF THE CONCRETE WALK WHICH PASSES UNDER THE TOWER.  THE
 SY3228'CROSS IS PAINTED RED.
 SY3228'
 SY3228'AZIMUTH MARK, STAMPED BONNE 1954, IS A STANDARD DISK SET IN THE
 SY3228'TOP OF A CONCRETE POST WHICH IS ABOUT 10 INCHES SQUARE AND PROJECTS
 SY3228'4 INCHES ABOVE THE GROUND.  IT IS 1.2 FEET NORTH OF AN EAST-WEST
 SY3228'FENCE-LINE, 25 FEET SOUTH OF THE CENTERLINE OF ROAD, 80 FEET
 SY3228'EAST OF A DRIVEWAY AND 18 FEET EAST OF A POWERLINE POLE WITH A
 SY3228'TRANSFORMER UPON IT.
 SY3228'
 SY3228'OBSERVATIONS WERE MADE FROM A 77 FOOT STEEL TOWER.
 SY3228
 SY3228                          STATION RECOVERY (1957)
 SY3228
 SY3228'RECOVERY NOTE BY DEFENSE MAP AGENCY 1957
 SY3228'STATION RECOVERED.  STATION IS ON THE WESTERN END, HIGH POINT OF
 SY3228'SUMMIT OF HILL.  IT IS 120 FEET WEST OF THE CENTER OF A SMALL
 SY3228'BUILDING WHICH IS ENCLOSED BY A HIGH FENCE PROTECTING A MICRO
 SY3228'WAVE TOWER.
 SY3228
 SY3228                          STATION RECOVERY (1963)
 SY3228
 SY3228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 SY3228'STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 SY3228'NOT SEARCHED FOR.  THE DESCRIPTION IS ADEQUATE FOR RECOVERY.
 SY3228
 SY3228                          STATION RECOVERY (1974)
 SY3228
 SY3228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SY3228'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 SY3228'NO. 1 WAS NOT FOUND AND IS BELIEVED DESTROYED.  REFERENCE MARK
 SY3228'NO. 2 (BPA DISK) WAS FOUND LOOSE AND TILTED ABOUT 20 DEGREES TO THE
 SY3228'NORTH.  THE AZIMUTH MARK WAS NOT SEARCHED FOR, NOR WAS A NEW
 SY3228'AZIMUTH MARK SET, SINCE DENSE TREES AT THE STATION LEAVE NOTHING
 SY3228'VISIBLE WITHOUT CLEARING AND CLEARING WAS TO BE KEPT TO A
 SY3228'MINIMUM.  TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 SY3228'
 SY3228'THE STATION IS ABOUT 2-3/4 MILES SOUTH OF THE CAPITOL IN OLYMPIA,
 SY3228'0.2 MILE SOUTHEAST OF A POWERLINE, ON A HILL ABOUT 500 FEET IN
 SY3228'ELEVATION, ABOUT 40 YARDS WEST OF A MICROWAVE TOWER AND IN SECTION
 SY3228'33, T 18 N, R 2 W, IN A HOUSING DEVELOPMENT OWNED BY EVERGREEN
 SY3228'PARK CORP., A DIVISION OF R.A. SWANSON REALTY CO.
 SY3228'
 SY3228'TO REACH FROM THE INTERSECTION OF HARRISON AVENUE AND DIVISION
 SY3228'STREET IN WEST OLYMPIA, GO SOUTH ON DIVISION STREET FOR 0.05 MILE
 SY3228'TO 4TH AVENUE, WHERE DIVISION STREET BECOMES BLACK LAKE
 SY3228'BLVD.  CONTINUE SOUTH ON BLACK LAKE BLVD. FOR 1.1 MILES, PASS
 SY3228'UNDER U.S. HIGHWAY 101 AND CONTINUE SOUTH 0.3 MILE TO MOTTMAN
 SY3228'ROAD, TURN LEFT AND GO 0.2 MILE, TURN RIGHT, GO 0.15 MILE, CROSS
 SY3228'RAILROAD TRACK AND CONTINUE ON MOTTMAN ROAD (BLACKTOP), FOR
 SY3228'0.15 MILE TO A REVERSE Y, TURN SHARP RIGHT AND FOLLOW THE GRAVEL
 SY3228'ROAD 0.2 MILE TO A GATE INTO OLYMPIA OIL AND WOOD CO. STORAGE
 SY3228'TANKS AND PARKING YARD, TURN LEFT, GO 50 YARDS, PASS THROUGH
 SY3228'GATE AND CONTINUE STRAIGHT AHEAD 0.85 MILE TO A CROSSROAD
 SY3228'(SAPP ROAD), ABOUT 150 YARDS AFTER PASSING UNDER A POWER
 SY3228'LINE, CONTINUE STRAIGHT AHEAD ABOUT 30 YARDS TO A LOCKED GATE
 SY3228'(MR. WHISTLERS PROPERTY).  PASS THROUGH GATE AND FOLLOW THE
 SY3228'GRAVEL ROAD 0.3 MILE, KEEP LEFT FORK 0.05 MILE, KEEP RIGHT FORK
 SY3228'0.2 MILE TO A MICROWAVE TOWER ON THE SUMMIT OF THE HILL AND
 SY3228'THE STATION ABOUT 40 YARDS WEST OF THE TOWER.
 SY3228'
 SY3228'THE STATION MARK, STAMPED BONNE 1954, IS A STANDARD DISK SET IN A
 SY3228'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES, ON THE WESTERN END OF
 SY3228'THE RIDGE, 15 FEET NORTHEAST OF THE TOP OF THE ROAD CUT, ABOUT 15
 SY3228'FEET HIGHER THAN THE ROAD, ON THE INSIDE OF A CURVE, 98 FEET WEST
 SY3228'OF THE SOUTHWEST CORNER OF THE CHAIN-LINK FENCE AROUND THE
 SY3228'MICROWAVE TOWER AND 1 FOOT NORTH OF THE PROJECTED SOUTH SIDE OF
 SY3228'THE FENCE.
 SY3228'
 SY3228'REFERENCE MARK NO. 3, STAMPED BONNE 1954 NO 3 1974, IS A STANDARD
 SY3228'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SY3228'ON THE NORTHWESTERN SLOPE OF THE HILL, 3 FEET LOWER THAN THE
 SY3228'STATION, 15 FEET EAST OF THE UPPER EDGE OF THE ROAD CUT AND ABOUT
 SY3228'15 FEET HIGHER THAN THE ROAD.
 SY3228'
 SY3228'REFERENCE MARK NO. 4, STAMPED BONNE 1954 NO 4 1974, IS A STANDARD
 SY3228'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SY3228'56 FEET WEST OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE, 10
 SY3228'FEET NORTH OF THE PROJECTED SOUTH SIDE OF THE FENCE AND 1 FOOT
 SY3228'SOUTH OF A LINE PROJECTED THROUGH THE SOUTHWEST AND SOUTHEAST
 SY3228'LEGS OF THE MICROWAVE TOWER.
 SY3228'
 SY3228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3228'2-3/4 MILES SOUTH OF OLYMPIA.
 SY3228
 SY3228                          STATION RECOVERY (1977)
 SY3228
 SY3228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SY3228'THE STATION MARK AND REFERENCE MARKS NO. 3 AND 4 WERE RECOVERED IN
 SY3228'GOOD CONDITION.  THE AZIMUTH MARK WAS STRUCK BY AN AUTOMOBILE AND
 SY3228'DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 SY3228'
 SY3228'THE STATION IS ABOUT 2-3/4 MILES SOUTH OF OLYMPIA, 0.2 MILE
 SY3228'SOUTH EAST OF A POWER LINE, ON A 500-FOOT HIGH HILL AND IN SECTION
 SY3228'33, T 18 N, R 2 W..
 SY3228'
 SY3228'TO REACH FROM THE INTERSECTION OF HARRISON AVENUE AND DIVISION
 SY3228'STREET IN WEST OLYMPIA, GO SOUTH ON DIVISION STREET FOR 0.05 MILE
 SY3228'TO 4TH AVENUE, WHERE DIVISION STREET BECOMES BLACK LAKE
 SY3228'BLVD.  CONTINUE SOUTH ON BLACK LAKE BLVD. FOR 1.1 MILES, PASS
 SY3228'UNDER U.S. HIGHWAY 101 AND CONTINUE SOUTH 0.3 MILE TO MOTTMAN
 SY3228'ROAD, (TO REACH THE AZIMUTH MARK CONTINUE ON BLACK LAKE BLVD.
 SY3228'FOR 1.5 MILES TO A POWER LINE CROSSING (5 LINES), A LARGE ROCK
 SY3228'BLUFF ON THE RIGHT AND THE MARK ON THE LEFT, 46 FEET SOUTHWEST OF A
 SY3228'GATE).  TO REACH THE STATION, TURN LEFT AND GO 0.35 MILE, CROSS
 SY3228'RAILROAD TRACK AND CONTINUE ON MOTTMAN ROAD 0.15 MILE TO A
 SY3228'REVERSE Y, TURN SHARP RIGHT AND FOLLOW R W JOHNSON ROAD 0.2 MILE
 SY3228'TO A 90-DEGREE CURVE, CURVE LEFT, GO 0.2 MILE TO 29TH STREET
 SY3228'SW, CONTINUE STRAIGHT AHEAD ON R W JOHNSON ROAD FOR 0.7 MILE
 SY3228'TO A CROSSROAD (SAPP RD), CONTINUE STRAIGHT AHEAD ABOUT 50
 SY3228'YARDS TO A LOCKED GATE (MR. WHISTLERS PROPERTY), PASS
 SY3228'THROUGH THE GATE AND FOLLOW THE GRAVEL ROAD 0.25 MILE, KEEP
 SY3228'LEFT FORK 0.05 MILE, KEEP RIGHT FORK 0.2 MILE TO A MICROWAVE
 SY3228'TOWER AND THE STATION ABOUT 40 YARDS WEST OF THE TOWER.
 SY3228'
 SY3228'THE STATION MARK, STAMPED BONNE 1954, IS A STANDARD DISK SET IN A
 SY3228'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES, ON THE WESTERN END
 SY3228'OF THE RIDGE, 15 FEET NORTHEAST OF THE TOP OF THE ROAD CUT, ABOUT
 SY3228'15 FEET HIGHER THAN THE ROAD, ON THE INSIDE OF A CURVE, 98 FEET
 SY3228'WEST OF THE SOUTHWEST CORNER OF THE CHAIN-LINK FENCE AROUND THE
 SY3228'MICROWAVE TOWER AND 1 FOOT NORTH OF THE PROJECTED SOUTH SIDE OF
 SY3228'THE FENCE.
 SY3228'
 SY3228'REFERENCE MARK NO. 3, STAMPED BONNE 1954 NO 3 1974, IS A STANDARD
 SY3228'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SY3228'ON THE NORTHWESTERN SLOPE OF THE HILL, 3 FEET LOWER THAN THE
 SY3228'STATION, 15 FEET EAST OF THE UPPER EDGE OF THE ROAD CUT AND ABOUT
 SY3228'15 FEET HIGHER THAN THE ROAD.
 SY3228'
 SY3228'REFERENCE MARK NO. 4, STAMPED BONNE 1954 NO 4 1974, IS A STANDARD
 SY3228'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SY3228'56 FEET WEST OF THE SOUTHWEST CORNER OF THE CHAIN-LINK FENCE, 10
 SY3228'FEET NORTH OF THE PROJECTED SOUTH SIDE OF THE FENCE AND 1 FOOT
 SY3228'SOUTH OF A LINE PROJECTED THROUGH THE SOUTHWEST AND SOUTHEAST
 SY3228'LEGS OF THE MICROWAVE TOWER.
 SY3228'
 SY3228'THE AZIMUTH MARK, STAMPED BONNE 1954 1977, IS A N.G.S. AZIMUTH
 SY3228'MARK DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 SY3228'IS 91 FEET SOUTHWEST OF A POWER POLE, 46 FEET SOUTHWEST OF A WIRE
 SY3228'GATE, 29 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 12 FEET
 SY3228'SOUTHEAST OF AND 3 FEET LOWER THAN THE EDGE OF THE BLACKTOP ROAD,
 SY3228'2.7 FEET SOUTHWEST OF THE CENTER OF A POWER POLE AND 1 FOOT
 SY3228'NORTH OF THE BARB-WIRE FENCE.
 SY3228'
 SY3228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3228'2-3/4 MILES SOUTH OF OLYMPIA.
 SY3228
 SY3228                          STATION RECOVERY (1984)
 SY3228
 SY3228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 SY3228'RECOVERED AS DESCRIBED.  THE STATION MARK WILL BE DESTROYED BY
 SY3228'CONSTRUCTION OF A NEW MICROWAVE FACILITY.  A NEW MARK WAS SET IN THE
 SY3228'VICINITY.  SEE THE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3279 ***********************************************************************
 SY3279  DESIGNATION -  BONNE AZ MK 2
 SY3279  PID         -  SY3279
 SY3279  STATE/COUNTY-  WA/THURSTON
 SY3279  USGS QUAD   -  TUMWATER (1994)
 SY3279
 SY3279                         *CURRENT SURVEY CONTROL
 SY3279  ___________________________________________________________________
 SY3279* NAD 83(1991)-  47 00 44.16543(N)    122 57 49.57679(W)     ADJUSTED  
 SY3279* NAVD 88     -       102.1    (meters)     335.     (feet)  VERTCON   
 SY3279  ___________________________________________________________________
 SY3279  LAPLACE CORR-          -6.80  (seconds)                    DEFLEC99
 SY3279  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 SY3279
 SY3279  HORZ ORDER  -  THIRD
 SY3279
 SY3279.The horizontal coordinates were established by classical geodetic methods
 SY3279.and adjusted by the National Geodetic Survey in December 1991..
 SY3279.No horizontal observational check was made to the station.
 SY3279
 SY3279.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3279
 SY3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3279
 SY3279.The geoid height was determined by GEOID03.
 SY3279
 SY3279;                    North         East     Units Scale Factor Converg.
 SY3279;SPC WA S     -   189,542.422   312,699.564   MT  0.99994238   -1 47 22.8
 SY3279;SPC WA S     -   621,857.10  1,025,915.15   sFT  0.99994238   -1 47 22.8
 SY3279;UTM  10      - 5,206,528.066   502,753.675   MT  0.99960009   +0 01 35.4
 SY3279
 SY3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3279!SPC WA S     -   0.99998732  x   0.99994238  =   0.99992970
 SY3279!UTM  10      -   0.99998732  x   0.99960009  =   0.99958741
 SY3279
 SY3279                          SUPERSEDED SURVEY CONTROL
 SY3279
 SY3279  NAD 83(1986)-  47 00 44.16357(N)    122 57 49.58686(W) AD(       ) 3
 SY3279  NAD 27      -  47 00 44.81380(N)    122 57 45.07586(W) AD(       ) 3
 SY3279  NGVD 29 (07/19/86)  101.1    (m)          332.     (f) VERT ANG       
 SY3279
 SY3279.Superseded values are not recommended for survey control.
 SY3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3279.See file dsdata.txt to determine how the superseded data were derived.
 SY3279
 SY3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0275406528(NAD 83)
 SY3279_MARKER: DZ = AZIMUTH MARK DISK
 SY3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3279_STAMPING: BONNE 1954 1977
 SY3279_MARK LOGO: NGS   
 SY3279_PROJECTION: FLUSH
 SY3279_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3279+STABILITY: SURFACE MOTION
 SY3279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY3279+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1984
 SY3279
 SY3279  HISTORY     - Date     Condition        Report By
 SY3279  HISTORY     - 1977     MONUMENTED       NGS
 SY3279  HISTORY     - 19840703 GOOD             NGS
 SY3279
 SY3279                          STATION DESCRIPTION
 SY3279
 SY3279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 SY3279'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTWEST OF OLYMPIA, 3.2
 SY3279'KM (2.00 MI) WEST OF TUMWATER AND ON ROAD RIGHT-OF-WAY. TO REACH FROM
 SY3279'THE JUNCTION OF HARRISON AVENUE AND DIVISION STREET IN OLYMPIA, GO
 SY3279'SOUTH ON DIVISION STREET FOR 0.08 KM (0.05 MI) TO THE INTERSECTION OF
 SY3279'4TH AVENUE.  CONTINUE SOUTH ON BLACK LAKE BOULEVARD FOR 1.77 KM (1.10
 SY3279'MI) TO THE OVERPASS FOR US HIGHWAY 101.  CONTINUE AHEAD SOUTH ON BLACK
 SY3279'LAKE BOULEVARD FOR 0.48 KM (0.30 MI) TO MOTTMAN ROAD ON THE LEFT.
 SY3279'CONTINUE AHEAD ON BLACK LAKE BOULEVARD FOR 2.41 KM (1.50 MI) TO AN
 SY3279'OVERHEAD POWER LINE CROSSING AND THE STATION ON THE LEFT. THE MARK IS
 SY3279'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 0.25 M (0.82 FT)
 SY3279'IN DIAMETER AND PROJECTS 0.07 M (0.23 FT) ABOVE THE GROUND SURFACE.
 SY3279'IT IS 27.7 M (90.9 FT) SOUTHWEST OF A POWER LINE POLE, 14.0 M (45.9
 SY3279'FT) SOUTHWEST OF THE WEST GATE POST, 8.8 M (28.9 FT) SOUTHEAST OF THE
 SY3279'CENTER OF BLACK LAKE BOULEVARD AND 0.3 M (1.0 FT) NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3232 ***********************************************************************
 SY3232  DESIGNATION -  BONNEVILLE POWER ADMIN MK 1954
 SY3232  PID         -  SY3232
 SY3232  STATE/COUNTY-  WA/THURSTON
 SY3232  USGS QUAD   -  TUMWATER (1994)
 SY3232
 SY3232                         *CURRENT SURVEY CONTROL
 SY3232  ___________________________________________________________________
 SY3232* NAD 83(1991)-  47 00 20.83775(N)    122 56 39.25179(W)     ADJUSTED  
 SY3232* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 SY3232  ___________________________________________________________________
 SY3232  X           -  -2,369,598.415 (meters)                     COMP
 SY3232  Y           -  -3,656,647.952 (meters)                     COMP
 SY3232  Z           -   4,642,293.506 (meters)                     COMP
 SY3232  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 SY3232  ELLIP HEIGHT-         122.89  (meters)          (08/17/92) GPS OBS
 SY3232  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SY3232
 SY3232  HORZ ORDER  -  SECOND
 SY3232  ELLP ORDER  -  FOURTH    CLASS II
 SY3232
 SY3232.The horizontal coordinates were established by classical geodetic methods
 SY3232.and adjusted by the National Geodetic Survey in December 1991..
 SY3232
 SY3232.The orthometric height was scaled from a topographic map.
 SY3232
 SY3232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY3232
 SY3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3232
 SY3232.The ellipsoidal height was determined by GPS observations
 SY3232.and is referenced to NAD 83.
 SY3232
 SY3232.The geoid height was determined by GEOID03.
 SY3232
 SY3232;                    North         East     Units Scale Factor Converg.
 SY3232;SPC WA S     -   188,776.228   314,161.834   MT  0.99994154   -1 46 31.7
 SY3232;SPC WA S     -   619,343.34  1,030,712.62   sFT  0.99994154   -1 46 31.7
 SY3232;UTM  10      - 5,205,808.848   504,238.986   MT  0.99960022   +0 02 26.8
 SY3232
 SY3232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3232!SPC WA S     -   0.99998074  x   0.99994154  =   0.99992228
 SY3232!UTM  10      -   0.99998074  x   0.99960022  =   0.99958097
 SY3232
 SY3232                          SUPERSEDED SURVEY CONTROL
 SY3232
 SY3232  NAD 83(1986)-  47 00 20.83585(N)    122 56 39.26195(W) AD(       ) 2
 SY3232  NAD 27      -  47 00 21.48600(N)    122 56 34.75300(W) AD(       ) 2
 SY3232
 SY3232.Superseded values are not recommended for survey control.
 SY3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3232.See file dsdata.txt to determine how the superseded data were derived.
 SY3232
 SY3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0423905809(NAD 83)
 SY3232_MARKER: Z = SEE DESCRIPTION
 SY3232_SETTING: 0 = UNSPECIFIED SETTING
 SY3232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3232
 SY3232  HISTORY     - Date     Condition        Report By
 SY3232  HISTORY     - 1954     MONUMENTED       CGS
 SY3232
 SY3232                          STATION DESCRIPTION
 SY3232
 SY3232'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY3232'THE STATION IS ABOUT 1-1/2 MILES WEST OF TUMWATER, 3 MILES
 SY3232'SOUTHWEST OF OLYMPIA, AND 1 MILE EAST OF THE NORTHEAST END OF
 SY3232'BLACK LAKE.
 SY3232'
 SY3232'IT IS A BRONZE DISK BRAZED IN THE TOP OF A 1-1/2 INCH IRON PIPE,
 SY3232'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND, AND IS 10
 SY3232'FEET NORTH OF THE CENTER LINE OF THE ROAD WHICH IS ADJACENT TO
 SY3232'STATION BONNE.  IT IS 53.7 FEET NORTH OF THE NORTHEAST FENCE
 SY3232'CORNER OF THE FENCE SURROUNDING THE MICROWAVE TOWER.
 SY3232'
 SY3232'THIS MARK SERVES AS REFERENCE MARK 2 FOR TRIANGULATION STATION
 SY3232'BONNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0543 ***********************************************************************
 SD0543  DESIGNATION -  BONNIE
 SD0543  PID         -  SD0543
 SD0543  STATE/COUNTY-  WA/PACIFIC
 SD0543  USGS QUAD   -  OCEAN PARK (1984)
 SD0543
 SD0543                         *CURRENT SURVEY CONTROL
 SD0543  ___________________________________________________________________
 SD0543* NAD 83(1991)-  46 23 21.18854(N)    124 03 14.25938(W)     ADJUSTED  
 SD0543* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SD0543  ___________________________________________________________________
 SD0543  LAPLACE CORR-          15.36  (seconds)                    DEFLEC99
 SD0543  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 SD0543
 SD0543  HORZ ORDER  -  THIRD
 SD0543
 SD0543.The horizontal coordinates were established by classical geodetic methods
 SD0543.and adjusted by the National Geodetic Survey in December 1991..
 SD0543
 SD0543.The orthometric height was scaled from a topographic map.
 SD0543
 SD0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0543
 SD0543.The geoid height was determined by GEOID03.
 SD0543
 SD0543;                    North         East     Units Scale Factor Converg.
 SD0543;SPC WA S     -   123,518.112   226,749.413   MT  0.99992041   -2 34 53.7
 SD0543;SPC WA S     -   405,242.34    743,927.03   sFT  0.99992041   -2 34 53.7
 SD0543;UTM  10      - 5,137,833.559   418,963.703   MT  0.99968072   -0 45 47.4
 SD0543
 SD0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0543!SPC WA S     -   1.00000271  x   0.99992041  =   0.99992312
 SD0543!UTM  10      -   1.00000271  x   0.99968072  =   0.99968343
 SD0543
 SD0543|---------------------------------------------------------------------|
 SD0543| PID    Reference Object                     Distance      Geod. Az  |
 SD0543|                                                           dddmmss.s |
 SD0543| DD9432 BONNIE RM 1                          11.890 METERS 00018     |
 SD0543| DD9434 BONNIE RM 3                          24.014 METERS 00256     |
 SD0543| DD9433 BONNIE RM 2                           5.150 METERS 07013     |
 SD0543| SD0604 NORTH HEAD LH                       APPROX.10.2 KM 1902643.1 |
 SD0543|---------------------------------------------------------------------|
 SD0543
 SD0543                          SUPERSEDED SURVEY CONTROL
 SD0543
 SD0543  NAD 83(1991)-  46 23 21.18815(N)    124 03 14.25919(W) AD(       ) 3
 SD0543  NAD 83(1986)-  46 23 21.19072(N)    124 03 14.23511(W) AD(       ) 3
 SD0543  NAD 27      -  46 23 21.82955(N)    124 03 09.65769(W) AD(       ) 3
 SD0543
 SD0543.Superseded values are not recommended for survey control.
 SD0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0543.See file dsdata.txt to determine how the superseded data were derived.
 SD0543
 SD0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1896437834(NAD 83)
 SD0543_MARKER: Z = SEE DESCRIPTION
 SD0543_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SD0543_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SD0543_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0543
 SD0543  HISTORY     - Date     Condition        Report By
 SD0543  HISTORY     - 1926     MONUMENTED       CGS
 SD0543  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SD0543  HISTORY     - 1948     SEE DESCRIPTION  WADPL
 SD0543  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SD0543  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SD0543  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SD0543  HISTORY     - 1981     GOOD             NOS
 SD0543
 SD0543                          STATION DESCRIPTION
 SD0543
 SD0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (JMS)
 SD0543'THE STATION IS LOCATED ON TOP OF A PROMINENT LONG GRASS-COVERED
 SD0543'MORAINE, RUNNING N AND S ALONG THE OCEAN BEACH.  IT IS ABOUT ONE
 SD0543'MILE N OF THE RAILWAY STATION BREAKERS, AND ON THE PROLONGATION OF
 SD0543'THE E RAIL AT THE END OF THE THIRD CURVE N OF LONG BEACH.
 SD0543'
 SD0543'A BUSHY-TOPPED TREE ABOUT 10 FEET HIGH BEARS TO THE SE AND IS ABOUT
 SD0543'140 FEET FROM THE STATION ON THE E SLOPE OF THE MORAINE.  THERE IS A
 SD0543'GRAVE, THE ONLY ONE IN THE LOCALITY, ABOUT 700 FEET S OF THE
 SD0543'STATION, AND IT IS MARKED BY A PROMINENT WHITE TOMBSTONE.
 SD0543'
 SD0543'SURFACE MARK IS A STANDARD DISK SET IN A 7-INCH ROUND RED TILE FILLED
 SD0543'WITH CONCRETE WHICH IN TURN IS SET IN AN IRREGULAR MASS OF CONCRETE 3
 SD0543'1/2 FEET DEEP.  THE TILE PROTRUDES ABOUT 4 INCHES ABOVE THE
 SD0543'GROUND.  UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING A GLASS
 SD0543'BOTTLE, AS DESCRIBED IN NOTE 7D.
 SD0543'
 SD0543'REFERENCE MARK NO.1 BEARS N OF STATION AND IS ON TOP OF THE
 SD0543'MORAINE.  IT IS A STANDARD DISK SET IN A 5-INCH ROUND RED TILE FILLED
 SD0543'WITH CONCRETE (BASE OF CONCRETE 3-1/2 FEET DEEP), WHICH PROTRUDES 5
 SD0543'INCHES ABOVE THE GROUND.
 SD0543'
 SD0543'REFERENCE MARK NO.2 IS SIMILAR TO NO.1, BEARS N BY E OF STATION,
 SD0543'AND IS ABOUT HALF-WAY DOWN THE E SLOPE OF THE MORAINE.
 SD0543
 SD0543                          STATION RECOVERY (1939)
 SD0543
 SD0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SD0543'THIS STATION IS ON THE TOP OF A NARROW GRASS-COVERED RIDGE OR DUNE
 SD0543'WHICH PARALLELS THE BEACH IN THIS VICINITY.  THIS RIDGE OR DUNE
 SD0543'LINES BETWEEN THE HIGHWAY AND THE BEACH.  THE RAILROAD AND
 SD0543'RAILROAD STATION BREAKERS, MENTIONED IN THE ORIGINAL DESCRIPTION,
 SD0543'HAVE BOTH BEEN REMOVED.  THE HIGHWAY ROUGHLY PARALLELS THE OLD
 SD0543'RAILROAD BED AND THE BEACH.
 SD0543'
 SD0543'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND 7-INCH
 SD0543'RED TILE, THE TOP OF WHICH PROJECTS 4 INCHES.  (THE ORIGINAL
 SD0543'DESCRIPTION SAYS A MASS OF CONCRETE SURROUNDS THE BASE OF THE TILE
 SD0543'TO A DEPTH OF 3-1/2 FEET.  THIS WAS NOT VERIFIED AS THE STATION
 SD0543'WAS NOT DISTURBED).  A GRAVE, MARKED BY A PROMINENT WHITE
 SD0543'TOMBSTONE, IS ABOUT 215 METERS S OF THE STATION.  THE TOMBSTONE IS
 SD0543'VISIBLE FROM THE HIGHWAY.
 SD0543'
 SD0543'THIS STATION WAS NOT OCCUPIED BY THIS PARTY, AND THE REFERENCE MARKS
 SD0543'WERE NOT RECOVERED.
 SD0543
 SD0543                          STATION RECOVERY (1948)
 SD0543
 SD0543'RECOVERY NOTE BY WA DEPT OF PUB LANDS 1948 (JWT)
 SD0543'STATION RECOVERED AS DESCRIBED.  R.M. 1 IS DESTROYED.  R.M. 2 IS IN
 SD0543'PLACE.  A POST WAS SET 5 FEET SE OF STATION.
 SD0543'
 SD0543'STATION IS 37.6 FEET S OF THE SE CORNER OF A WHITE HOUSE, 854.92
 SD0543'FEET N OF JOHN BRISCOE TOMBSTONE WHICH HAS A CROSS FORMED ON TOP OF
 SD0543'THE STONE BY THE MANNER IN WHICH IT IS CUT, AND 125 FEET W OF THE
 SD0543'CENTER LINE OF SECONDARY STATE HIGHWAY 12A.
 SD0543'
 SD0543'WASHINGTON SOUTH ZONE COORDINATES FOR JOHN BRISCOE TOMBSTONE IS--X
 SD0543'= 1,103,766.86 Y = 404,436.37.
 SD0543'
 SD0543'ELEVATION OF STATION AT MLLW IS 33.28 FEET.
 SD0543
 SD0543                          STATION RECOVERY (1957)
 SD0543
 SD0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SD0543'RECOVERED IN GOOD CONDITION, ABOUT 2-1/2 MILES NORTH OF LONG BEACH,
 SD0543'125 FEET WEST OF STATE HIGHWAY 12A, 37.8 FEET SOUTH OF THE SOUTHEAST
 SD0543'CORNER OF THE SOUTHERLY ONE OF TWO, WHITE COTTAGES, ON THE CREST OF
 SD0543'A GRASS AND FERN COVERED SAND RIDGE, THAT EXTENDS IN A NORTH-SOUTH
 SD0543'DIRECTION.
 SD0543'
 SD0543'THE STATION IS A STANDARD DISK STAMPED BONNIE 1926 SET IN THE TOP OF
 SD0543'AN 8 INCH IN DIAMETER, CONCRETE-FILLED, RED TILE, PROJECTING 3
 SD0543'INCHES ABOVE THE GROUND.
 SD0543'
 SD0543'REFERENCE MARK NUMBER 1 WAS PREVIOUSLY REPORTED AS BEING DESTROYED.
 SD0543'
 SD0543'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BONNIE 1926 NO 2
 SD0543'SET IN THE TOP OF A 4 INCH IN DIAMETER, CONCRETE-FILLED, RED TILE,
 SD0543'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE MARK IS EAST
 SD0543'OF THE STATION, ON THE EAST SLOPE OF THE SAND RIDGE, ABOUT 3 FEET
 SD0543'NORTH OF A SMALL BUSHY, FIR TREE.
 SD0543'
 SD0543'TO REACH FROM FIRST STREET AND PACIFIC AVENUE IN LONG BEACH, GO
 SD0543'NORTH ON PACIFIC AVENUE (STATE HIGHWAY 12A) FOR 2.8 MILES, TURN
 SD0543'LEFT ON A ROAD LEADING TO THE TWO WHITE COTTAGES, DRIVE TO THE
 SD0543'COTTAGES AND STATION TO THE SOUTH OF THE COTTAGES.
 SD0543
 SD0543                          STATION RECOVERY (1971)
 SD0543
 SD0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 SD0543'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY V.R.S.
 SD0543'IN 1957 AND J.W.T. IN 1948.  REFERENCE MARK NO. 2 WAS NOT SEARCHED
 SD0543'FOR.
 SD0543'
 SD0543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES N OF LONG
 SD0543'BEACH.
 SD0543
 SD0543                          STATION RECOVERY (1974)
 SD0543
 SD0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SD0543'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 SD0543'CONDITION, AND ALTHOUGH THE DISTANCE TO REFERENCE MARK NO. 2 IS
 SD0543'0.022 METER LONGER THAN IN 1926, NEITHER MARK SHOWS ANY SIGNS OF
 SD0543'HAVING MOVED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 SD0543'
 SD0543'THE STATION IS ABOUT 2-1/2 MILES NORTH OF LONG BEACH, 0.1 MILE SOUTH
 SD0543'OF THE SANDS MOTEL, ABOUT 125 FEET WEST OF STATE HIGHWAY 103 AND NEAR
 SD0543'THE LINE BETWEEN TOWNSHIPS 10 AND 11 NORTH, RANGE 11 WEST.
 SD0543'
 SD0543'TO REACH THE STATION FROM THE INTERSECTION ONE BLOCK WEST OF THE
 SD0543'POST OFFICE IN LONG BEACH, GO NORTH ON STATE HIGHWAY 103 FOR 2.6
 SD0543'MILES TO A DRIVEWAY LEFT WHICH ENDS BETWEEN A SMALL HOUSE AND CABIN.
 SD0543'TURN LEFT AND FOLLOW THE DRIVEWAY ABOUT 40 YARDS TO MR. LANGHANS
 SD0543'HOUSE AND THE STATION ON THE SAND RIDGE 32.8 FEET SOUTH-SOUTHEAST OF
 SD0543'THE SOUTHEAST CORNER OF THE HOUSE.
 SD0543'
 SD0543'THE STATION MARK, STAMPED BONNIE 1926, IS A STANDARD DISK SET IN AN
 SD0543'8-INCH TILE WHICH PROJECTS 1 INCH.  IT IS 32.8 FEET SOUTH-SOUTHEAST
 SD0543'OF THE SOUTHEAST CORNER AND 7.2 FEET EAST OF THE PROJECTED EAST
 SD0543'SIDE OF THE HOUSE, 58 FEET SOUTH-SOUTHWEST OF A FLAGPOLE, 15 FEET
 SD0543'SOUTH OF THE NORTH END OF THE SAND RIDGE AND 1.5 FEET WEST OF A METAL
 SD0543'WITNESS POST.
 SD0543'
 SD0543'REFERENCE MARK NO. 2, STAMPED BONNIE 1926 NO 2, IS A STANDARD DISK
 SD0543'SET IN A 4-INCH TILE FLUSH WITH THE GROUND, 3.5 FEET NORTHEAST OF
 SD0543'THE NORTHEAST EDGE OF 3 FIR TREES GROWING FROM ONE STUMP, ON THE
 SD0543'EAST SLOPE OF THE SAND RIDGE AND ABOUT 5 FEET LOWER THAN THE
 SD0543'STATION.
 SD0543'
 SD0543'REFERENCE MARK NO. 3, STAMPED BONNIE 1926 NO 3 1974, IS A STANDARD
 SD0543'DISK SET IN A ROUND CONCRETE POST 6 INCHES BELOW GROUND, IN THE YARD
 SD0543'IN FRONT OF THE CABIN, 40.9 FEET EAST OF THE SOUTHEAST CORNER AND ON
 SD0543'LINE WITH THE PROJECTED SOUTH SIDE OF THE CABIN, 28.9 FEET NORTHEAST
 SD0543'OF THE NORTHEAST CORNER OF THE HOUSE, 25.8 FEET NORTH-NORTHWEST OF
 SD0543'THE FLAGPOLE AND 13 FEET NORTH OF THE CENTER OF THE DRIVEWAY.
 SD0543'
 SD0543'JOHN BRISCOE TOMBSTONE IS A 1-FOOT SQUARE, 4 1/2-FOOT TALL TOMBSTONE
 SD0543'IN A WHITE BOARD FENCE, 32 YARDS NORTH OF ALVIN JENNISONS HOUSE
 SD0543'AND 3 FEET EAST OF THE PROJECTED EAST SIDE OF THIS HOUSE.  IT IS
 SD0543'0.2 MILE SOUTH OF THE STATION AND ABOUT 65 YARDS WEST OF THE
 SD0543'HIGHWAY.
 SD0543'
 SD0543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2.5 MILES NORTH OF
 SD0543'LONG BEACH.
 SD0543
 SD0543                          STATION RECOVERY (1981)
 SD0543
 SD0543'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SD0543'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1474 ***********************************************************************
 SX1474  DESIGNATION -  BONNIE
 SX1474  PID         -  SX1474
 SX1474  STATE/COUNTY-  WA/KING
 SX1474  USGS QUAD   -  SNOQUALMIE (1993)
 SX1474
 SX1474                         *CURRENT SURVEY CONTROL
 SX1474  ___________________________________________________________________
 SX1474* NAD 83(1991)-  47 35 39.55604(N)    121 51 12.06577(W)     ADJUSTED  
 SX1474* NAVD 88     -       307.1    (meters)    1008.     (feet)  VERTCON   
 SX1474  ___________________________________________________________________
 SX1474  LAPLACE CORR-          16.92  (seconds)                    DEFLEC99
 SX1474  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 SX1474
 SX1474  HORZ ORDER  -  FIRST
 SX1474
 SX1474.The horizontal coordinates were established by classical geodetic methods
 SX1474.and adjusted by the National Geodetic Survey in December 1991..
 SX1474
 SX1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1474
 SX1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1474
 SX1474.The geoid height was determined by GEOID03.
 SX1474
 SX1474;                    North         East     Units Scale Factor Converg.
 SX1474;SPC WA N     -    66,586.207   423,289.426   MT  0.99998374   -0 45 33.9
 SX1474;SPC WA N     -   218,458.25  1,388,742.06   sFT  0.99998374   -0 45 33.9
 SX1474;UTM  10      - 5,271,849.262   586,202.724   MT  0.99969132   +0 50 48.2
 SX1474
 SX1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1474!SPC WA N     -   0.99995535  x   0.99998374  =   0.99993909
 SX1474!UTM  10      -   0.99995535  x   0.99969132  =   0.99964669
 SX1474
 SX1474:                Primary Azimuth Mark                     Grid Az
 SX1474:SPC WA N     -  CASCADE LOT                              054 02 09.0
 SX1474:UTM  10      -  CASCADE LOT                              052 25 46.9
 SX1474
 SX1474|---------------------------------------------------------------------|
 SX1474| PID    Reference Object                     Distance      Geod. Az  |
 SX1474|                                                           dddmmss.s |
 SX1474| SX1448 CASCADE LOT                         APPROX.15.2 KM 0531635.1 |
 SX1474| SX1324 NORTH BEND ATT MICROWAVE            APPROX.14.1 KM 1702456.7 |
 SX1474| CF4148 BONNIE RM 1                          20.893 METERS 19918     |
 SX1474| SY3567 ISSAQUAH DIST 121 STANDPIPE         APPROX.11.7 KM 2722310.9 |
 SX1474| CF4149 BONNIE RM 2                          18.439 METERS 31615     |
 SX1474| CF4150 BONNIE RM 3                                        35806     |
 SX1474|---------------------------------------------------------------------|
 SX1474
 SX1474                          SUPERSEDED SURVEY CONTROL
 SX1474
 SX1474  NAD 83(1986)-  47 35 39.54629(N)    121 51 12.07133(W) AD(       ) 1
 SX1474  NAD 27      -  47 35 40.17905(N)    121 51 07.66219(W) AD(       ) 1
 SX1474  NGVD 29 (07/19/86)  306.0    (m)         1004.     (f) VERT ANG       
 SX1474
 SX1474.Superseded values are not recommended for survey control.
 SX1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1474.See file dsdata.txt to determine how the superseded data were derived.
 SX1474
 SX1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8620371849(NAD 83)
 SX1474_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1474_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SX1474
 SX1474  HISTORY     - Date     Condition        Report By
 SX1474  HISTORY     - 1973     MONUMENTED       NGS
 SX1474
 SX1474                          STATION DESCRIPTION
 SX1474
 SX1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SX1474'THE STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF SNOQUALMIE,
 SX1474'2-1/2 MILES NORTHEAST OF FALL CITY ON A LOW RIDGE AND JUST EAST OF
 SX1474'A POWER LINE AND BETWEEN TOWERS 3 AND 4.  IT IS IN THE NE 1/4 SEC
 SX1474'T24N, R7E.  IT IS ON THE PROPERTY OF THE WEYERHAUSER LUMBER
 SX1474'COMPANY.  PERMISSION AND A KEY TO THE LOCKED GATE WERE OBTAINED
 SX1474'FROM MR. CHARLES T. SCOTT, LAND USE SUPERVISOR FOR THE
 SX1474'WEYERHAUSER COMPANY OF SNOQUALMIE, WASHINGTON.  TELEPHONE
 SX1474'NO. TU8-2511.
 SX1474'
 SX1474'TO REACH THE STATION FROM THE RAILROAD DEPOT IN SNOQUALMIE,
 SX1474'GO NORTH ON N. RAILROAD AVE (STATE HIGHWAY 202) FOR 0.9 MILE TO A
 SX1474'SIDE ROAD ON THE RIGHT, JUST AFTER CROSSING A BRIDGE OVER THE
 SX1474'SNOQUALMIE RIVER.  CONTINUE FOR 0.15 MILE TO A REVERSE FORK ON
 SX1474'THE RIGHT, TURN SHARP RIGHT AND GO EASTERLY FOR 0.05 MILE TO A
 SX1474'FORK.  KEEP THE LEFT FORK AND GO NORTHEAST FOR 1.3 MILES TO A
 SX1474'CROSSROAD.  TURN LEFT AND GO NORTHERLY ON TOKUL RD SE FOR 0.3
 SX1474'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EASTERLY ON RD
 SX1474'1000, WHICH IS GRAVELED, FOR 0.2 MILE TO A LOCKED GATE.  PASS
 SX1474'THROUGH THE GATE AND CONTINUE FOR 0.5 MILE TO A FORK.  KEEP THE
 SX1474'RIGHT FORK AND CONTINUE ON RD 1000 FOR 0.8 MILE TO A SIDE ROAD
 SX1474'LEFT.  CONTINUE FOR 0.4 MILE TO A FORK.  KEEP THE LEFT FORK AND GO
 SX1474'NORTHWEST FOR 0.55 MILE TO A FORK, KEEP THE LEFT FORK AND
 SX1474'CONTINUE NORTHWEST FOR 0.5 MILE TO A DIAGONAL CROSSROAD.  TURN
 SX1474'RIGHT AND GO NORTHERLY ALONG THE POWER LINE ROAD FOR 0.5 MILE TO
 SX1474'THE TOP OF THE HILL AND THE STATION ON THE RIGHT.  TO REACH RM 3
 SX1474'FROM THE STATION CONTINUE NORTH ON THE POWER LINE ROAD FOR 0.25
 SX1474'MILE TO RM 3 ON THE RIGHT.
 SX1474'
 SX1474'THE STATION MARKS ARE STANDARD DISKS STAMPED BONNIE 1973.  THE
 SX1474'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 SX1474'12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT
 SX1474'IS APPROXIMATELY 40 YARDS EAST OF THE POWER LINE, 39 FEET
 SX1474'EAST-NORTHEAST OF AN OLD TREE STUMP, WHICH IS APPROXIMATELY 15
 SX1474'FEET IN DIAMETER, 23 FEET EAST OF THE APPROXIMATE CENTER OF THE
 SX1474'POWER LINE ROAD AND 4.2 FEET SOUTH OF A METAL WITNESS POST.
 SX1474'
 SX1474'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BONNIE NO 1 1973,
 SX1474'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 12 INCHES IN
 SX1474'DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT
 SX1474'IS 48 FEET SOUTHEAST OF THE TREE STUMP, 10 FEET EAST OF THE
 SX1474'APPROXIMATE CENTER OF THE POWER LINE ROAD AND 2.4 FEET SOUTHWEST
 SX1474'OF A METAL WITNESS POST.
 SX1474'
 SX1474'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BONNIE NO 2 1973, SET
 SX1474'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 12 INCHES IN DIAMETER
 SX1474'AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 57
 SX1474'FEET NORTH OF THE TREE STUMP, 7 FEET WEST OF THE APPROXIMATE CENTER
 SX1474'OF THE POWER LINE ROAD AND 2.1 FEET SOUTH OF A METAL WITNESS
 SX1474'POST.
 SX1474'
 SX1474'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BONNIE NO 3 1973,
 SX1474'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 12 INCHES IN
 SX1474'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS APPROXIMATELY
 SX1474'30 YARDS EAST OF THE POWER LINE, 14 FEET EAST OF THE APPROXIMATE
 SX1474'CENTER OF THE POWER LINE ROAD AND 4.2 FEET WEST OF A METAL
 SX1474'WITNESS POST.
 SX1474'
 SX1474'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3659 ***********************************************************************
 SY3659  DESIGNATION -  BOOM 1919
 SY3659  PID         -  SY3659
 SY3659  STATE/COUNTY-  WA/KING
 SY3659  USGS QUAD   -  AUBURN (1994)
 SY3659
 SY3659                         *CURRENT SURVEY CONTROL
 SY3659  ___________________________________________________________________
 SY3659* NAD 83(1991)-  47 30 35.04384(N)    122 12 11.65905(W)     ADJUSTED  
 SY3659* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3659  ___________________________________________________________________
 SY3659  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 SY3659  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SY3659
 SY3659  HORZ ORDER  -  THIRD
 SY3659
 SY3659.The horizontal coordinates were established by classical geodetic methods
 SY3659.and adjusted by the National Geodetic Survey in December 1991..
 SY3659
 SY3659.The orthometric height was scaled from a topographic map.
 SY3659
 SY3659.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3659
 SY3659.The geoid height was determined by GEOID03.
 SY3659
 SY3659;                    North         East     Units Scale Factor Converg.
 SY3659;SPC WA N     -    57,591.877   396,811.164   MT  0.99999820   -1 01 11.7
 SY3659;SPC WA N     -   188,949.35  1,301,871.29   sFT  0.99999820   -1 01 11.7
 SY3659;UTM  10      - 5,262,119.192   559,995.573   MT  0.99964423   +0 35 15.2
 SY3659
 SY3659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3659!SPC WA N     -   1.00000331  x   0.99999820  =   1.00000151
 SY3659!UTM  10      -   1.00000331  x   0.99964423  =   0.99964753
 SY3659
 SY3659:                Primary Azimuth Mark                     Grid Az
 SY3659:SPC WA N     -  YELLOW TANK                              276 27 56.7
 SY3659:UTM  10      -  YELLOW TANK                              274 51 29.8
 SY3659
 SY3659|---------------------------------------------------------------------|
 SY3659| PID    Reference Object                     Distance      Geod. Az  |
 SY3659|                                                           dddmmss.s |
 SY3659| SY3681 YELLOW TANK                         APPROX. 3.4 KM 2752645.0 |
 SY3659| SY3652 DRIFT 1919                          APPROX. 2.3 KM 3162335.8 |
 SY3659|---------------------------------------------------------------------|
 SY3659
 SY3659                          SUPERSEDED SURVEY CONTROL
 SY3659
 SY3659  NAD 83(1986)-  47 30 35.03657(N)    122 12 11.66607(W) AD(       ) 3
 SY3659  NAD 27      -  47 30 35.67700(N)    122 12 07.23100(W) AD(       ) 3
 SY3659
 SY3659.Superseded values are not recommended for survey control.
 SY3659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3659.See file dsdata.txt to determine how the superseded data were derived.
 SY3659
 SY3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5999662119(NAD 83)
 SY3659_MARKER: Z = SEE DESCRIPTION
 SY3659_SETTING: 0 = UNSPECIFIED SETTING
 SY3659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3659
 SY3659  HISTORY     - Date     Condition        Report By
 SY3659  HISTORY     - 1919     MONUMENTED       CGS
 SY3659  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY3659
 SY3659                          STATION DESCRIPTION
 SY3659
 SY3659'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3659'THIS IS A MAIN SCHEME STATION LOCATED ON THE SOUTHERN PART OF THE
 SY3659'LAKE ON THE E SHORE ABOUT 1/2 MILE N OF THE NEWCASTLE BUNKERS.
 SY3659'
 SY3659'IT IS MARKED BY A REGULATION BRONZE DISK SET IN THE TOP OF A
 SY3659'CONCRETE CYLINDRICAL MOLD POURED IN PLACE AT THE WATERS EDGE AND
 SY3659'ABOUT A FOOT ABOVE THE WATERS SURFACE.  NAME AND YEAR STAMPED
 SY3659'THEREON.
 SY3659'
 SY3659'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 SY3659'DESCRIBED IN NOTE 11B.
 SY3659
 SY3659                          STATION RECOVERY (1933)
 SY3659
 SY3659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FHH)
 SY3659'THIS STATION HAS BEEN LOST.
 SY3659'
 SY3659'REFERENCE MARK NO.2 WAS FOUND ALONGSIDE THE W SIDE OF A 1-STORY
 SY3659'FRAME HOUSE.  THE DIRECTION INDICATED BY THE ARROW ON REFERENCE
 SY3659'MARK NO.2 AND THE DISTANCE GIVEN PLACE THE STATION OUT IN THE
 SY3659'WATER, INDICATING THE STATION HAS PROBABLY BEEN WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0745 ***********************************************************************
 SD0745  DESIGNATION -  BOOM 1953
 SD0745  PID         -  SD0745
 SD0745  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0745  USGS QUAD   -  MOCLIPS (1994)
 SD0745
 SD0745                         *CURRENT SURVEY CONTROL
 SD0745  ___________________________________________________________________
 SD0745* NAD 83(1991)-  47 14 40.32490(N)    124 10 43.29061(W)     ADJUSTED  
 SD0745* NAVD 88     -        24.9    (meters)      82.     (feet)  VERTCON   
 SD0745  ___________________________________________________________________
 SD0745  LAPLACE CORR-           9.19  (seconds)                    DEFLEC99
 SD0745  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 SD0745
 SD0745  HORZ ORDER  -  THIRD
 SD0745
 SD0745.The horizontal coordinates were established by classical geodetic methods
 SD0745.and adjusted by the National Geodetic Survey in December 1991..
 SD0745
 SD0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0745
 SD0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0745
 SD0745.The geoid height was determined by GEOID03.
 SD0745
 SD0745;                    North         East     Units Scale Factor Converg.
 SD0745;SPC WA S     -   218,931.052   221,598.784   MT  0.99998089   -2 40 19.9
 SD0745;SPC WA S     -   718,276.29    727,028.68   sFT  0.99998089   -2 40 19.9
 SD0745;UTM  10      - 5,233,012.688   410,799.428   MT  0.99969779   -0 51 55.9
 SD0745
 SD0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0745!SPC WA S     -   0.99999990  x   0.99998089  =   0.99998079
 SD0745!UTM  10      -   0.99999990  x   0.99969779  =   0.99969769
 SD0745
 SD0745|---------------------------------------------------------------------|
 SD0745| PID    Reference Object                     Distance      Geod. Az  |
 SD0745|                                                           dddmmss.s |
 SD0745| SD0743 FERN 1953                           268.049 METERS 05238     |
 SD0745| SD0749 TAA 16 1953                         362.219 METERS 23200     |
 SD0745| SD0748 TAA 15 1953                         APPROX. 0.8 KM 2320514.4 |
 SD0745|---------------------------------------------------------------------|
 SD0745
 SD0745                          SUPERSEDED SURVEY CONTROL
 SD0745
 SD0745  NAD 83(1986)-  47 14 40.31472(N)    124 10 43.29591(W) AD(       ) 3
 SD0745  NAD 27      -  47 14 41.00800(N)    124 10 38.65100(W) AD(       ) 3
 SD0745  NGVD 29 (07/19/86)   23.9    (m)           78.     (f) VERT ANG       
 SD0745
 SD0745.Superseded values are not recommended for survey control.
 SD0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0745.See file dsdata.txt to determine how the superseded data were derived.
 SD0745
 SD0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1079933013(NAD 83)
 SD0745_MARKER: Z = SEE DESCRIPTION
 SD0745_SETTING: 0 = UNSPECIFIED SETTING
 SD0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0745
 SD0745  HISTORY     - Date     Condition        Report By
 SD0745  HISTORY     - 1953     MONUMENTED       CGS
 SD0745
 SD0745                          STATION DESCRIPTION
 SD0745
 SD0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SD0745'ABOUT 2.2 MILES EAST OF MOCLIPS DEPOT (ABANDONED) ALONG THE
 SD0745'RAYONIER, INC. LOGGING R.R.  ABOUT 550 FT. EAST OF LOG RELOAD BOOM.
 SD0745'9.0 FT. NORTHWEST OF CENTERLINE OF MAIN TRACK AND 7.0 FT. SOUTHEAST
 SD0745'OF CENTERLINE OF SIDING.  TOP OF MARK IS ABOUT EVEN WITH TRACK
 SD0745'LEVEL.  STATION IS A STANDARD TOPOGRAPHIC DISC. STAMPED BOOM 1953
 SD0745'CEMENTED IN TOP OF 4 IN DIAMETER CONCRETE TILE PROJECTING ABOUT 4
 SD0745'IN ABOVE GROUND.  BOOM 1953 IS PAINTED IN WHITE ON THE INSIDE OF THE
 SD0745'MAINLINE RAIL OPPOSITE STATION.
 SD0745'
 SD0745'R.M. 1 IS A ZINC STRIP MARKED BOOM RM1 TACKED TO EAST SIDE OF 24 IN
 SD0745'STUMP WHICH PROJECTS ABOUT 2 FT. ABOVE GROUND.  STUMP IS NORTH OF
 SD0745'MAINLINE AND SIDING TRACKS.
 SD0745'
 SD0745'R.M. 2 IS A ZINC STRIP MARKED BOOM RM2 TACKED TO SOUTHEAST SIDE OF AN
 SD0745'18 IN HEMLOCK TREE ABOUT 5 FT. ABOVE THE GROUND AND NORTHWEST OF BOTH
 SD0745'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2458 ***********************************************************************
 SA2458  DESIGNATION -  BOOTH
 SA2458  PID         -  SA2458
 SA2458  STATE/COUNTY-  WA/WHITMAN
 SA2458  USGS QUAD   -  HOOPER LAKE (1981)
 SA2458
 SA2458                         *CURRENT SURVEY CONTROL
 SA2458  ___________________________________________________________________
 SA2458* NAD 83(1991)-  46 39 55.06518(N)    118 06 19.83689(W)     ADJUSTED  
 SA2458* NAVD 88     -       547.8    (meters)    1797.     (feet)  VERTCON   
 SA2458  ___________________________________________________________________
 SA2458  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 SA2458  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 SA2458
 SA2458  HORZ ORDER  -  THIRD
 SA2458
 SA2458.The horizontal coordinates were established by classical geodetic methods
 SA2458.and adjusted by the National Geodetic Survey in December 1991..
 SA2458
 SA2458.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2458
 SA2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2458
 SA2458.The geoid height was determined by GEOID03.
 SA2458
 SA2458;                    North         East     Units Scale Factor Converg.
 SA2458;SPC WA S     -   150,828.736   683,205.844   MT  0.99991557   +1 44 21.7
 SA2458;SPC WA S     -   494,843.94  2,241,484.51   sFT  0.99991557   +1 44 21.7
 SA2458;UTM  11      - 5,168,564.221   415,429.829   MT  0.99968791   -0 48 14.9
 SA2458
 SA2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2458!SPC WA S     -   0.99991735  x   0.99991557  =   0.99983292
 SA2458!UTM  11      -   0.99991735  x   0.99968791  =   0.99960528
 SA2458
 SA2458|---------------------------------------------------------------------|
 SA2458| PID    Reference Object                     Distance      Geod. Az  |
 SA2458|                                                           dddmmss.s |
 SA2458| CS5056 BOOTH RM 2                          117.912 METERS 03501     |
 SA2458| SA1884 PERRY                               APPROX.16.6 KM 2394118.1 |
 SA2458| CS5055 BOOTH RM 1                           51.325 METERS 35421     |
 SA2458|---------------------------------------------------------------------|
 SA2458
 SA2458                          SUPERSEDED SURVEY CONTROL
 SA2458
 SA2458  NAD 83(1986)-  46 39 55.07358(N)    118 06 19.83009(W) AD(       ) 3
 SA2458  NGVD 29 (12/17/90)  546.8    (m)         1794.     (f) VERT ANG       
 SA2458
 SA2458.Superseded values are not recommended for survey control.
 SA2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2458.See file dsdata.txt to determine how the superseded data were derived.
 SA2458
 SA2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM1543068564(NAD 83)
 SA2458_MARKER: DS = TRIANGULATION STATION DISK
 SA2458_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SA2458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2458
 SA2458  HISTORY     - Date     Condition        Report By
 SA2458  HISTORY     - 1947     MONUMENTED       USGS
 SA2458
 SA2458                          STATION DESCRIPTION
 SA2458
 SA2458'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SA2458'LOCATED ABOUT 7.5 MI W. OF HAY, 7 MI N. OF RIPARIA.  ON HIGHEST
 SA2458'POINT OF LONG, CULTIVATED RIDGE OWNED BY MR. MC GREGOR OF HOOPER.
 SA2458'
 SA2458'TO REACH FROM HOOPER POST OFFICE, DRIVE 6.7 MI S. ON COUNTY RD.
 SA2458'TOWARD RIPARIA TO T-RD. FORK.  TAKE LEFT FORK 2 MI TO RD. FORKS.
 SA2458'TAKE RIGHT FORK 0.2 MI TO FIELD RD. BEARING OFF TO RIGHT.  TAKE
 SA2458'FIELD RD. 0.8 MI TO CREST OF RIDGE.  BEAR RIGHT ON CREST OF RIDGE
 SA2458'0.35 MI TO HIGHEST POINT AND STATION.
 SA2458'
 SA2458'STATION MARK--STANDARD TABLET STAMPED---BOOTH 1947---, CEMENTED IN
 SA2458'CONCRETE POST 16 INCHES LOWER THAN GROUND.
 SA2458'
 SA2458'RM 1--STANDARD RM TABLET STAMPED---BOOTH NO 1 1947---, WELDED IN
 SA2458'3-INCH STEEL PIPE PROJECTING 8 INCHES.
 SA2458'
 SA2458'RM 2--STANDARD RM TABLET STAMPED---BOOTH NO 2 1947---, WELDED IN
 SA2458'3-INCH STEEL PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2904 ***********************************************************************
 SY2904  DESIGNATION -  BOR
 SY2904  PID         -  SY2904
 SY2904  STATE/COUNTY-  WA/PIERCE
 SY2904  USGS QUAD   -  GIG HARBOR (1994)
 SY2904
 SY2904                         *CURRENT SURVEY CONTROL
 SY2904  ___________________________________________________________________
 SY2904* NAD 83(1991)-  47 18 57.09693(N)    122 32 51.56879(W)     ADJUSTED  
 SY2904* NAVD 88     -        -0.5    (meters)      -2.     (feet)  VERTCON   
 SY2904  ___________________________________________________________________
 SY2904  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 SY2904  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2904
 SY2904  HORZ ORDER  -  SECOND
 SY2904
 SY2904.The horizontal coordinates were established by classical geodetic methods
 SY2904.and adjusted by the National Geodetic Survey in December 1991..
 SY2904
 SY2904.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2904
 SY2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2904
 SY2904.The geoid height was determined by GEOID03.
 SY2904
 SY2904;                    North         East     Units Scale Factor Converg.
 SY2904;SPC WA S     -   222,376.808   345,201.507   MT  0.99999605   -1 29 14.7
 SY2904;SPC WA S     -   729,581.24  1,132,548.61   sFT  0.99999605   -1 29 14.7
 SY2904;SPC WA N     -    36,561.997   370,391.322   MT  1.00003943   -1 16 34.9
 SY2904;SPC WA N     -   119,953.82  1,215,192.20   sFT  1.00003943   -1 16 34.9
 SY2904;UTM  10      - 5,240,364.689   534,186.340   MT  0.99961436   +0 19 57.1
 SY2904
 SY2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2904!SPC WA S     -   1.00000363  x   0.99999605  =   0.99999968
 SY2904!SPC WA N     -   1.00000363  x   1.00003943  =   1.00004306
 SY2904!UTM  10      -   1.00000363  x   0.99961436  =   0.99961799
 SY2904
 SY2904:                Primary Azimuth Mark                     Grid Az
 SY2904:SPC WA S     -  NAR                                      193 07 37.9
 SY2904:SPC WA N     -  NAR                                      192 54 58.1
 SY2904:UTM  10      -  NAR                                      191 18 26.1
 SY2904
 SY2904|---------------------------------------------------------------------|
 SY2904| PID    Reference Object                     Distance      Geod. Az  |
 SY2904|                                                           dddmmss.s |
 SY2904| SY2926 NAR                                 APPROX. 2.4 KM 1913823.2 |
 SY2904| SY2955 BOR 2 1975                           13.030 METERS 33830     |
 SY2904|---------------------------------------------------------------------|
 SY2904
 SY2904                          SUPERSEDED SURVEY CONTROL
 SY2904
 SY2904  NAD 83(1986)-  47 18 57.09282(N)    122 32 51.58201(W) AD(       ) 2
 SY2904  NAD 27      -  47 18 57.75700(N)    122 32 47.09700(W) AD(       ) 2
 SY2904  NGVD 29 (07/19/86)   -1.6    (m)           -5.     (f) VERT ANG       
 SY2904
 SY2904.Superseded values are not recommended for survey control.
 SY2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2904.See file dsdata.txt to determine how the superseded data were derived.
 SY2904
 SY2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3418640365(NAD 83)
 SY2904_MARKER: DS = TRIANGULATION STATION DISK
 SY2904_SETTING: 80 = SET IN A BOULDER
 SY2904_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY2904
 SY2904  HISTORY     - Date     Condition        Report By
 SY2904  HISTORY     - 1924     MONUMENTED       CGS
 SY2904  HISTORY     - 1935     GOOD             CGS
 SY2904  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY2904  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY2904
 SY2904                          STATION DESCRIPTION
 SY2904
 SY2904'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AMW)
 SY2904'STATION IS ON THE NARROWS SIDE OF POINT DEFIANCE ABOUT 60 METERS
 SY2904'FROM THE TIP.  IT IS IN A ROCK 4 BY 2 FEET AND 1 FOOT OUT OF THE
 SY2904'GROUND AND IS ABOUT 11 METERS BELOW HIGH-WATER MARK.
 SY2904'
 SY2904'STATION AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS WEDGED
 SY2904'IN DRILL HOLES IN BOULDERS.
 SY2904'
 SY2904'REFERENCE MARK IS IN A BOULDER ABOUT 5 BY 5 FEET AND 3 FEET OUT
 SY2904'OF THE GROUND.
 SY2904'
 SY2904'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY2904
 SY2904                          STATION RECOVERY (1935)
 SY2904
 SY2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2904'STATION AND REFERENCE MARK RECOVERED.  STATION IS LOCATED ON THE
 SY2904'NARROWS SIDE OF POINT DEFIANCE, ABOUT 110 METERS S OF ITS NORTHERN
 SY2904'EXTREMITY WHICH IS MARKED BY A BLINKER LIGHT.  THE STATION IS A
 SY2904'STANDARD DISK STAMPED BOR 1924 CEMENTED INTO A DRILL HOLE IN
 SY2904'BOULDER.  THE BOULDER IS ABOUT 4 BY 2 FEET AND PROJECTS 1 FOOT
 SY2904'OUT OF GROUND.  BOULDER IS ABOUT 12 METERS FROM FOOT OF BLUFF AND
 SY2904'COVERS AT HALF TIDE.
 SY2904'
 SY2904'THE REFERENCE MARK IS A STANDARD DISK IN A BOULDER ABOUT 5 BY 5
 SY2904'BY 3 FEET, AND IS HIGHER THAN THE STATION.
 SY2904
 SY2904                          STATION RECOVERY (1973)
 SY2904
 SY2904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SY2904'THE STATION A STANDARD DISK STAMPED BOR 1924 WAS RECOVERED.  ONLY
 SY2904'THE SHANK REMAINS.
 SY2904'
 SY2904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2904'6 MILES NW OF TACOMA.
 SY2904
 SY2904                          STATION RECOVERY (1976)
 SY2904
 SY2904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY2904'THE STATION WAS RECOVERED AS DESCRIBED.  ONLY THE SHANK OF A DISK
 SY2904'REMAINS AT THE DESCRIBED LOCATION FOR REFERENCE MARK 1.  A NEW
 SY2904'STATION MARK BOR 2 WAS ESTABLISHED 42.75 FEET NNW OF THE STATION
 SY2904'AND ABOUT 2 FEET HIGHER IN ELEVATION.
 SY2904'
 SY2904'THE STATION IS A STANDARD DISK STAMPED BOR 1924 SET IN A DRILL HOLE
 SY2904'IN A BARNACLE ENCRUSTED BOULDER ABOUT 6 FEET BELOW MEAN HIGH WATER.
 SY2904'
 SY2904'BOR 2 IS AN N.O.S. DISK STAMPED BOR 2 1975 CEMENTED IN A DRILL
 SY2904'HOLE NEAR THE TOP OF A 2 METER BY 2 METER BY 1 METER HIGH BOULDER
 SY2904'AND ABOUT 2 FEET HIGHER THAN THE STATION BOR.
 SY2904'
 SY2904'THE STATION WAS REACHED BY BOAT.
 SY2904'
 SY2904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2904'2 MILES SOUTHEAST OF GIG HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2955 ***********************************************************************
 SY2955  DESIGNATION -  BOR 2 1975
 SY2955  PID         -  SY2955
 SY2955  STATE/COUNTY-  WA/PIERCE
 SY2955  USGS QUAD   -  GIG HARBOR (1994)
 SY2955
 SY2955                         *CURRENT SURVEY CONTROL
 SY2955  ___________________________________________________________________
 SY2955* NAD 83(1991)-  47 18 57.48948(N)    122 32 51.79622(W)     ADJUSTED  
 SY2955* NAVD 88     -        -0.0    (meters)      -0.     (feet)  VERTCON   
 SY2955  ___________________________________________________________________
 SY2955  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 SY2955  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2955
 SY2955  HORZ ORDER  -  THIRD
 SY2955
 SY2955.The horizontal coordinates were established by classical geodetic methods
 SY2955.and adjusted by the National Geodetic Survey in December 1991..
 SY2955
 SY2955.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2955
 SY2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2955
 SY2955.The geoid height was determined by GEOID03.
 SY2955
 SY2955;                    North         East     Units Scale Factor Converg.
 SY2955;SPC WA S     -   222,389.051   345,197.047   MT  0.99999607   -1 29 14.8
 SY2955;SPC WA S     -   729,621.41  1,132,533.98   sFT  0.99999607   -1 29 14.8
 SY2955;SPC WA N     -    36,574.224   370,386.816   MT  1.00003941   -1 16 35.0
 SY2955;SPC WA N     -   119,993.93  1,215,177.41   sFT  1.00003941   -1 16 35.0
 SY2955;UTM  10      - 5,240,376.779   534,181.495   MT  0.99961436   +0 19 56.9
 SY2955
 SY2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2955!SPC WA S     -   1.00000355  x   0.99999607  =   0.99999962
 SY2955!SPC WA N     -   1.00000355  x   1.00003941  =   1.00004296
 SY2955!UTM  10      -   1.00000355  x   0.99961436  =   0.99961791
 SY2955
 SY2955|---------------------------------------------------------------------|
 SY2955| PID    Reference Object                     Distance      Geod. Az  |
 SY2955|                                                           dddmmss.s |
 SY2955| SY2904 BOR                                  13.030 METERS 15830     |
 SY2955| SY2926 NAR                                 APPROX. 2.4 KM 1912805.9 |
 SY2955| SY2956 POINT DEFIANCE LIGHT                 93.453 METERS 34209     |
 SY2955|---------------------------------------------------------------------|
 SY2955
 SY2955                          SUPERSEDED SURVEY CONTROL
 SY2955
 SY2955  NAD 83(1986)-  47 18 57.48534(N)    122 32 51.80943(W) AD(       ) 3
 SY2955  NAD 27      -  47 18 58.15223(N)    122 32 47.32657(W) AD(       ) 3
 SY2955  NGVD 29 (07/19/86)   -1.1    (m)           -4.     (f) VERT ANG       
 SY2955
 SY2955.Superseded values are not recommended for survey control.
 SY2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2955.See file dsdata.txt to determine how the superseded data were derived.
 SY2955
 SY2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3418140377(NAD 83)
 SY2955_MARKER: DS = TRIANGULATION STATION DISK
 SY2955_SETTING: 80 = SET IN A BOULDER
 SY2955_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SY2955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY2955+STABILITY: SURFACE MOTION
 SY2955
 SY2955  HISTORY     - Date     Condition        Report By
 SY2955  HISTORY     - 1975     MONUMENTED       NOSPMC
 SY2955
 SY2955                          STATION DESCRIPTION
 SY2955
 SY2955'DESCRIBED BY PACIFIC MARINE CENTER 1975 (RBM)
 SY2955'LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF THE TOWN OF GIG HARBOR, ABOUT
 SY2955'2 MILES NORTHWEST OF THE TOWN OF RUSTON, ON THE WEST SHORE OF POINT
 SY2955'DEFIANCE ABOUT 200 FEET SOUTH OF THE WESTERNMOST TIP OF THE POINT,
 SY2955'ON THE EAST SHORE OF THE TACOMA NARROWS, ABOUT 100 YARDS SOUTH OF
 SY2955'POINT DEFIANCE LIGHT, ON A BOULDER BEACH AND ABOUT AT HALF TIDE
 SY2955'ELEVATION.
 SY2955'
 SY2955'THE STATION IS AN N.O.S. DISK STAMPED BOR 2 1975 CEMENTED IN A DRILL
 SY2955'HOLE ON THE NORTH ONE OF TWO LARGE BOULDERS.  IT IS NOT ON THE
 SY2955'HIGHEST POINT OF THE BOULDER).  IT IS 0.64 METERS WEST OF A BRASS
 SY2955'PLUG (PROBABLY THE SHANK OF THE REFERENCE MARK FOR STATION
 SY2955'BOR 1924.  IT IS 22 METERS WEST OF THE BLUFF.
 SY2955'
 SY2955'THE STATION WAS REACHED BY SMALL BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5179 ***********************************************************************
 SY5179  DESIGNATION -  BORD
 SY5179  PID         -  SY5179
 SY5179  STATE/COUNTY-  WA/KITSAP
 SY5179  USGS QUAD   -  SUQUAMISH (1981)
 SY5179
 SY5179                         *CURRENT SURVEY CONTROL
 SY5179  ___________________________________________________________________
 SY5179* NAD 83(1991)-  47 42 23.30840(N)    122 34 43.46507(W)     ADJUSTED  
 SY5179* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5179  ___________________________________________________________________
 SY5179  LAPLACE CORR-         -12.36  (seconds)                    DEFLEC99
 SY5179  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 SY5179
 SY5179  HORZ ORDER  -  SECOND
 SY5179
 SY5179.The horizontal coordinates were established by classical geodetic methods
 SY5179.and adjusted by the National Geodetic Survey in December 1991..
 SY5179
 SY5179.The orthometric height was scaled from a topographic map.
 SY5179
 SY5179.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5179
 SY5179.The geoid height was determined by GEOID03.
 SY5179
 SY5179;                    North         East     Units Scale Factor Converg.
 SY5179;SPC WA N     -    80,032.456   369,026.693   MT  0.99996789   -1 17 58.2
 SY5179;SPC WA N     -   262,573.15  1,210,715.08   sFT  0.99996789   -1 17 58.2
 SY5179;UTM  10      - 5,283,762.864   531,601.891   MT  0.99961227   +0 18 41.8
 SY5179
 SY5179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5179!SPC WA N     -   1.00000328  x   0.99996789  =   0.99997117
 SY5179!UTM  10      -   1.00000328  x   0.99961227  =   0.99961555
 SY5179
 SY5179:                Primary Azimuth Mark                     Grid Az
 SY5179:SPC WA N     -  HILL 2 1934                              051 33 28.6
 SY5179:UTM  10      -  HILL 2 1934                              049 56 48.6
 SY5179
 SY5179|---------------------------------------------------------------------|
 SY5179| PID    Reference Object                     Distance      Geod. Az  |
 SY5179|                                                           dddmmss.s |
 SY5179| SY5111 HILL 2 1934                         APPROX. 1.0 KM 0501530.4 |
 SY5179| CF7187 BORD RM                             109.020 METERS 12356     |
 SY5179|---------------------------------------------------------------------|
 SY5179
 SY5179                          SUPERSEDED SURVEY CONTROL
 SY5179
 SY5179  NAD 83(1986)-  47 42 23.30390(N)    122 34 43.47010(W) AD(       ) 2
 SY5179  NAD 27      -  47 42 23.95800(N)    122 34 38.97800(W) AD(       ) 2
 SY5179
 SY5179.Superseded values are not recommended for survey control.
 SY5179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5179.See file dsdata.txt to determine how the superseded data were derived.
 SY5179
 SY5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3160283763(NAD 83)
 SY5179_MARKER: Z = SEE DESCRIPTION
 SY5179_SETTING: 0 = UNSPECIFIED SETTING
 SY5179
 SY5179  HISTORY     - Date     Condition        Report By
 SY5179  HISTORY     - 1934     MONUMENTED       CGS
 SY5179
 SY5179                          STATION DESCRIPTION
 SY5179
 SY5179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5179'LOCATED ON A SMALL ROUNDING POINT ABOUT 1 MILE (NAUTICAL) N OF
 SY5179'POINT BOLIN AND ABOUT 0.5 MILE (NAUTICAL) SW OF THE S END OF
 SY5179'AGATE PASSAGE.  A SMALL CREEK EMPTIES ABOUT 10 METERS W OF THE
 SY5179'STATION.  IT IS ABOUT 40 FEET FROM THE FOOT OF THE BLUFF AND CLOSE
 SY5179'TO THE HIGH-WATER LINE.  A STANDARD DISK SET IN A DRILL HOLE IN A
 SY5179'BOULDER 2 FEET IN DIAMETER AND 1 FOOT HIGH.
 SY5179'
 SY5179'REFERENCE MARK IS A STANDARD DISK IN A DRILL HOLE IN A
 SY5179'PROMINENT BOULDER TO THE S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2427 ***********************************************************************
 SA2427  DESIGNATION -  BORDEN
 SA2427  PID         -  SA2427
 SA2427  STATE/COUNTY-  WA/YAKIMA
 SA2427  USGS QUAD   -  PRIEST RAPIDS (1978)
 SA2427
 SA2427                         *CURRENT SURVEY CONTROL
 SA2427  ___________________________________________________________________
 SA2427* NAD 83(1991)-  46 43 34.60741(N)    119 59 04.50470(W)     ADJUSTED  
 SA2427* NAVD 88     -       339.5    (meters)    1114.     (feet)  VERTCON   
 SA2427  ___________________________________________________________________
 SA2427  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 SA2427  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 SA2427
 SA2427  HORZ ORDER  -  SECOND
 SA2427
 SA2427.The horizontal coordinates were established by classical geodetic methods
 SA2427.and adjusted by the National Geodetic Survey in December 1991..
 SA2427
 SA2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2427
 SA2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2427
 SA2427.The geoid height was determined by GEOID03.
 SA2427
 SA2427;                    North         East     Units Scale Factor Converg.
 SA2427;SPC WA S     -   154,955.129   539,396.651   MT  0.99991763   +0 22 27.8
 SA2427;SPC WA S     -   508,381.95  1,769,670.51   sFT  0.99991763   +0 22 27.8
 SA2427;UTM  11      - 5,179,073.900   271,945.138   MT  1.00023930   -2 10 26.3
 SA2427;UTM  10      - 5,179,163.787   730,410.537   MT  1.00025258   +2 11 47.2
 SA2427
 SA2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2427!SPC WA S     -   0.99995008  x   0.99991763  =   0.99986772
 SA2427!UTM  11      -   0.99995008  x   1.00023930  =   1.00018937
 SA2427!UTM  10      -   0.99995008  x   1.00025258  =   1.00020265
 SA2427
 SA2427:                Primary Azimuth Mark                     Grid Az
 SA2427:SPC WA S     -  F 278                                    020 12 45.7
 SA2427:UTM  11      -  F 278                                    022 45 39.8
 SA2427:UTM  10      -  F 278                                    018 23 26.3
 SA2427
 SA2427|---------------------------------------------------------------------|
 SA2427| PID    Reference Object                     Distance      Geod. Az  |
 SA2427|                                                           dddmmss.s |
 SA2427| SA1615 F 278                                              0203513.5 |
 SA2427| CF4561 BORDEN RM 1                           5.117 METERS 10926     |
 SA2427| CF4562 BORDEN RM 2                           5.533 METERS 19242     |
 SA2427|---------------------------------------------------------------------|
 SA2427
 SA2427                          SUPERSEDED SURVEY CONTROL
 SA2427
 SA2427  NAD 83(1986)-  46 43 34.61627(N)    119 59 04.49193(W) AD(       ) 2
 SA2427  NAD 27      -  46 43 35.14400(N)    119 59 00.31300(W) AD(       ) 2
 SA2427  NGVD 29 (07/19/86)  338.4    (m)         1110.     (f) VERT ANG       
 SA2427
 SA2427.Superseded values are not recommended for survey control.
 SA2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2427.See file dsdata.txt to determine how the superseded data were derived.
 SA2427
 SA2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM7194579074(NAD 83)
 SA2427_MARKER: DS = TRIANGULATION STATION DISK
 SA2427_SETTING: 80 = SET IN A BOULDER
 SA2427_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SA2427
 SA2427  HISTORY     - Date     Condition        Report By
 SA2427  HISTORY     - 1948     MONUMENTED       CGS
 SA2427  HISTORY     - 1977     GOOD             USGS
 SA2427
 SA2427                          STATION DESCRIPTION
 SA2427
 SA2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SA2427'THE STATION IS ON THE WEST SIDE OF THE COLUMBIA RIVER, ABOUT 8
 SA2427'MILES SOUTH SOUTHWEST OF BEVERLY, 7 MILES NORTH NORTHWEST OF OLD
 SA2427'POWER PLANT AT PRIEST RAPIDS, ON THE EAST END OF A PROMINENT
 SA2427'ROCKY RIDGE WHICH OVERLOOKS THE COLUMBIA RIVER.
 SA2427'
 SA2427'THE STATION IS A STANDARD DISK, STAMPED BORDEN 1948, SET IN A
 SA2427'BOULDER 5 FEET BY 3 FEET AND PROJECTING 8 INCHES ABOVE THE GROUND.
 SA2427'
 SA2427'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BORDEN NO 1
 SA2427'1948, SET IN A BOULDER PROJECTING 3 FEET ABOVE THE GROUND AND
 SA2427'2-1/2 FEET HIGHER THAN THE STATION.
 SA2427'
 SA2427'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BORDEN NO 2
 SA2427'1948, SET IN A BOULDER FLUSH WITH THE GROUND TO THE NORTH AND 8
 SA2427'FEET ABOVE THE GROUND TO THE SOUTH, AND THE SAME ELEVATION AS THE
 SA2427'STATION.
 SA2427'
 SA2427'THE AZIMUTH MARK IS BM F 278 1946.  IT IS A STANDARD USC AND GS
 SA2427'BENCH MARK DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT
 SA2427'18 INCHES.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH
 SA2427'FROM THE POINT WHERE YOU START PACKING TO STATION FOR 0.8 MILE TO
 SA2427'WHERE ROAD CROSSES RAILWAY.  IT IS 123 FEET SOUTH OF THE ROAD,
 SA2427'36 FEET EAST OF THE EAST RAIL.
 SA2427'
 SA2427'TO REACH THE STATION FROM HANFORD, GO SOUTH 0.8 MILE TO A T
 SA2427'INTERSECTION.  TAKE RIGHT FORK WEST, ON TWO LANE HIGHWAY, FOR 16.3
 SA2427'MILES TO GATE.  TURN RIGHT AND GO THROUGH GATE, CONTINUE FOR 3.4
 SA2427'MILES TO A ROAD TO THE LEFT JUST BEFORE CROSSING RAILROAD TRACKS
 SA2427'AND A SIGN PRIEST RAPIDS.  TURN LEFT AND GO 2.5 MILES TO A GATE,
 SA2427'POWER PLANT, AND THE END OF THE PAVEMENT.  CONTINUE ON GRAVEL
 SA2427'ROAD ALONG RAILROAD FOR 7.0 MILES TO THE OLD PRIEST RAPIDS POWER
 SA2427'PLANT.  CONTINUE ON FOR 7.5 MILES TO A POINT OPPOSITE THE
 SA2427'STATION AT A RAILROAD CULVERT.  FROM THIS POINT THE STATION IS
 SA2427'ABOUT 1/3 MILE WEST ON TOP OF FIRST HILL.
 SA2427
 SA2427                          STATION RECOVERY (1977)
 SA2427
 SA2427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SA2427'STATION MARK, RMS 1 AND 2 RECOVERED IN GOOD CONDITION.
 SA2427'
 SA2427'NEW TO REACH FROM RANGE CENTRAL, YAKIMA FIRING CENTER, GO N. ALONG
 SA2427'GRADED RD. 13.2 MI TO JCT. AT NORTH FORK SQUAW CREEK.  TAKE RIGHT
 SA2427'FORK 18.4 MI EASTERLY ALONG HANSON CREEK ALMOST TO COLUMBIA
 SA2427'RIVER.  TURN RIGHT AT RD. FORK PASSING THROUGH GATE 3.6 MI
 SA2427'SOUTHERLY AND UP STEEP SLOPE SKIRTING BORDEN SPRINGS TO TOP OF
 SA2427'RIDGE.  TURN LEFT ALONG RIDGE 0.3 MI TO END OF TRUCK TRAVEL.
 SA2427'PACK TO END OF RIDGE AND STATION.  A 5-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0391 ***********************************************************************
 TR0391  DESIGNATION -  BORE
 TR0391  PID         -  TR0391
 TR0391  STATE/COUNTY-  WA/ISLAND
 TR0391  USGS QUAD   -  OAK HARBOR (1973)
 TR0391
 TR0391                         *CURRENT SURVEY CONTROL
 TR0391  ___________________________________________________________________
 TR0391* NAD 83(1991)-  48 20 57.98457(N)    122 39 35.93210(W)     ADJUSTED  
 TR0391* NAVD 88     -         6.844  (meters)      22.45   (feet)  ADJUSTED  
 TR0391  ___________________________________________________________________
 TR0391  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 TR0391  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR0391  DYNAMIC HT  -           6.846 (meters)      22.46  (feet)  COMP
 TR0391  MODELED GRAV-     980,862.7   (mgal)                       NAVD 88
 TR0391
 TR0391  HORZ ORDER  -  SECOND
 TR0391  VERT ORDER  -  FIRST     CLASS II
 TR0391
 TR0391.The horizontal coordinates were established by classical geodetic methods
 TR0391.and adjusted by the National Geodetic Survey in December 1991..
 TR0391
 TR0391.The orthometric height was determined by differential leveling
 TR0391.and adjusted by the National Geodetic Survey in June 1991..
 TR0391
 TR0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0391
 TR0391.The geoid height was determined by GEOID03.
 TR0391
 TR0391.The dynamic height is computed by dividing the NAVD 88
 TR0391.geopotential number by the normal gravity value computed on the
 TR0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0391.degrees latitude (g = 980.6199 gals.).
 TR0391
 TR0391.The modeled gravity was interpolated from observed gravity values.
 TR0391
 TR0391;                    North         East     Units Scale Factor Converg.
 TR0391;SPC WA N     -   151,642.035   364,628.285   MT  0.99995041   -1 21 35.9
 TR0391;SPC WA N     -   497,512.24  1,196,284.63   sFT  0.99995041   -1 21 35.9
 TR0391;UTM  10      - 5,355,196.088   525,192.101   MT  0.99960780   +0 15 14.6
 TR0391
 TR0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0391!SPC WA N     -   1.00000240  x   0.99995041  =   0.99995281
 TR0391!UTM  10      -   1.00000240  x   0.99960780  =   0.99961020
 TR0391
 TR0391|---------------------------------------------------------------------|
 TR0391| PID    Reference Object                     Distance      Geod. Az  |
 TR0391|                                                           dddmmss.s |
 TR0391| CF7622 BORE RM 3                             8.824 METERS 04227     |
 TR0391| TR0392 BORE RM 1                            13.978 METERS 04726     |
 TR0391| TR0393 BORE RM 2                            12.449 METERS 14828     |
 TR0391| TR1363 WHIDBEY IS AULT FIELD TANK 182      APPROX. 2.6 KM 1930509.7 |
 TR0391| TR1396 PORTER B                            APPROX. 1.1 KM 2582151.2 |
 TR0391|---------------------------------------------------------------------|
 TR0391
 TR0391                          SUPERSEDED SURVEY CONTROL
 TR0391
 TR0391  NAD 83(1986)-  48 20 57.98651(N)    122 39 35.93611(W) AD(       ) 2
 TR0391  NAD 27      -  48 20 58.62200(N)    122 39 31.30900(W) AD(       ) 2
 TR0391  NGVD 29 (??/??/92)    5.699  (m)           18.70   (f) ADJ UNCH    1 2
 TR0391
 TR0391.Superseded values are not recommended for survey control.
 TR0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0391.See file dsdata.txt to determine how the superseded data were derived.
 TR0391
 TR0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2519255196(NAD 83)
 TR0391_MARKER: DS = TRIANGULATION STATION DISK
 TR0391_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TR0391+WITH SETTING: PAVEMENT
 TR0391_STAMPING: BORE 1951
 TR0391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TR0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0391+STABILITY: SURFACE MOTION
 TR0391
 TR0391  HISTORY     - Date     Condition        Report By
 TR0391  HISTORY     - 1951     MONUMENTED       CGS
 TR0391  HISTORY     - 1952     GOOD             NGS
 TR0391  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0391  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TR0391  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TR0391  HISTORY     - 1982     GOOD             NOS
 TR0391  HISTORY     - 1984     GOOD             NOS
 TR0391  HISTORY     - 1988     GOOD             USPSQD
 TR0391
 TR0391                          STATION DESCRIPTION
 TR0391
 TR0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 TR0391'STATION IS AT THE AULT FIELD BORESIGHTING RANGE OF THE WHIDBEY ISLAND
 TR0391'NAVAL AIR STATION.  STATION IS NEAR THE NW CORNER OF THE 50 X 50
 TR0391'FOOT CONCRETE SLAB AT THE SOUTHERLY END OF THE RANGE, 8.5 FEET SE OF
 TR0391'THE END OF THE FENCE MARKING THE W EDGE OF THE RANGE AND 3.5 FEET E
 TR0391'OF THE W EDGE OF THE CONCRETE SLAB.  STATION IS A STANDARD STATION
 TR0391'DISK STAMPED BORE 1951 SET IN A DRILL HOLE IN THE CONCRETE SLAB.
 TR0391'
 TR0391'R. M. NO. 1 IS A STANDARD REFERENCE DISK STAMPED NO. 1, 1951 SET IN
 TR0391'A DRILL HOLE IN THE NE CORNER OF THE 50 X 50 FT. SLAB AND 2 FEET SE
 TR0391'OF THE END OF THE FENCE BORDERING THE E EDGE OF THE RANGE.
 TR0391'
 TR0391'R. M. NO. 2 IS A STANDARD REFERENCE DISK STAMPED NO. 2, 1951 SET IN
 TR0391'A DRILL HOLE IN THE SW CORNER OF THE 50 X 50 FT. SLAB.
 TR0391
 TR0391                          STATION RECOVERY (1952)
 TR0391
 TR0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0391'5.1 MI N FROM OAK HARBOR.
 TR0391'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0391'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 0.8 MILE NORTH
 TR0391'ALONG OLD HIGHWAY 1 D, THENCE 0.1 MILE WEST ALONG THE EAST-WEST RUNWAY
 TR0391'OF AULT FIELD, THENCE 0.2 MILE NORTHWEST ALONG A CONCRETE TAXI STRIP,
 TR0391'THENCE 0.1 MILE NORTHWEST ALONG AN ASPHALT STRIP LEADING TO A 50- BY
 TR0391'50-FOOT CONCRETE APRON OF THE ABANDONED BORE SIGHTING RANGE, IN THE
 TR0391'TOP OF THE WEST CORNER OF THE APRON, ABOUT 0.8 MILE NORTHEAST OF THE
 TR0391'CONTROL TOWER OF AULT FIELD, 0.4 MILE NORTHWEST OF BENCH MARK 46 RS
 TR0391'(USGS), 7.3 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE APRON, AND 3.4
 TR0391'FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE APRON.
 TR0391
 TR0391                          STATION RECOVERY (1960)
 TR0391
 TR0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0391'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR0391'CONDITION AS DESCRIBED EXCEPT THAT THE FENCE MENTIONED NO LONGER
 TR0391'EXISTS AND THE CONCRETE SLAB REFERRED TO IS THE BASE OF A SMALL
 TR0391'WIND INDICATOR.  THE STAMPING OF THE MARKS WAS VERIFIED.
 TR0391
 TR0391                          STATION RECOVERY (1969)
 TR0391
 TR0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 TR0391'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED.
 TR0391'
 TR0391'THE STATION IS AT THE WHIDBEY ISLAND NAVAL AIR STATION, ABOUT 3
 TR0391'MILES NORTH OF OAK HARBOR, 600 FEET WEST OF THE EAST END OF TAXI WAY
 TR0391'B, 231 FEET NORTH OF THE NORTH EDGE OF TAXI WAY B, 43 FEET NORTHWEST
 TR0391'OF THE CENTER OF A GRAVEL ROAD LEADING TO THE GCA BUILDING (HARD
 TR0391'STAND NO 1) STATION MARK IS A STANDARD DISK STAMPED BORE 1951, SET IN
 TR0391'THE NORTHWEST CORNER OF A 50-FOOT SQUARE CONCRETE SLAB, 3.5 FEET EAST
 TR0391'OF THE WEST EDGE OF THE SLAB.
 TR0391'
 TR0391'REFERENCE MARK NO. 1, STAMPED NO 1 1951, IS A STANDARD DISK SET IN
 TR0391'A NORTHEAST CORNER OF A 50-FOOT SQUARE CONCRETE SLAB.
 TR0391'
 TR0391'REFERENCE MARK NO. 2, STAMPED NO 2 1951 IS A STANDARD DISK SET IN THE
 TR0391'SOUTHWEST CORNER OF THE 50-FOOT SQUARE CONCRETE SLAB.
 TR0391'
 TR0391'PERMISSION MUST BE SECURED FROM THE AIR TERMINAL AND AN ESCORT
 TR0391'ASSIGNED TO DRIVE TO THIS STATION.
 TR0391
 TR0391                          STATION RECOVERY (1974)
 TR0391
 TR0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TR0391'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED.  THE DRILL
 TR0391'HOLE WHERE REFERENCE MARK NO. 1 WAS LOCATED WAS FOUND BUT THE DISK
 TR0391'WAS MISSING.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A COMPLETE
 TR0391'DESCRIPTION FOLLOWS--
 TR0391'
 TR0391'THE STATION IS AT THE WHIDBEY ISLAND NAVAL AIR STATION, ABOUT 3
 TR0391'MILES NORTH OF OAK HARBOR, 0.6 MILE EAST-NORTHEAST OF THE CONTROL
 TR0391'TOWER AND HANGER 5, 600 FEET WEST OF THE EAST END OF TAXI WAY B,
 TR0391'231 FEET NORTH OF THE NORTH EDGE OF TAXI WAY B, 43 FEET NORTHWEST OF
 TR0391'THE CENTER OF A GRAVEL ROAD LEADING TO THE GCA BUILDING (HARD STAND
 TR0391'NO 1), AND IN THE NORTHWEST CORNER OF A 50-FOOT SQUARE CONCRETE
 TR0391'SLAB.
 TR0391'
 TR0391'THE STATION MARK, STAMPED BORE 1951, IS A STANDARD DISK 3.5 FEET
 TR0391'EAST OF THE WEST EDGE OF THE CONCRETE SLAB.
 TR0391'
 TR0391'REFERENCE MARK NO. 2, STAMPED NO 2 1951, IS A STANDARD DISK SET IN
 TR0391'THE SOUTHWEST CORNER OF THE 50-FOOT SQUARE CONCRETE SLAB.
 TR0391'
 TR0391'REFERENCE MARK NO. 3, STAMPED BORE 1951 NO 3 1974, IS A STANDARD
 TR0391'DISK SET IN A DRILL HOLE IN THE 50-FOOT SQUARE CONCRETE SLAB, 18.4
 TR0391'FEET WEST OF THE NORTHEAST CORNER AND 1 FOOT SOUTH OF THE NORTH EDGE
 TR0391'OF THE SLAB.
 TR0391'
 TR0391'PERMISSION MUST BE OBTAINED FROM THE AIR TERMINAL AND AN ESCORT
 TR0391'ASSIGNED TO DRIVE TO THIS STATION.
 TR0391'
 TR0391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES NORTH OF
 TR0391'OAK HARBOR.
 TR0391
 TR0391                          STATION RECOVERY (1982)
 TR0391
 TR0391'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RBM)
 TR0391'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION
 TR0391'AS DESCRIBED IN 1974.  THE DISK OF REFERENCE MARK 3 HAS BEEN REMOVED
 TR0391'AND ONLY THE SHANK REMAINS
 TR0391'THE SHANK WAS THE POINT MEASURED TO AS REFERENCE MARK 3
 TR0391'
 TR0391'DESCRIBED BY R.B. MELBY
 TR0391
 TR0391                          STATION RECOVERY (1984)
 TR0391
 TR0391'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR0391'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TR0391
 TR0391                          STATION RECOVERY (1988)
 TR0391
 TR0391'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEM)
 TR0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0392 ***********************************************************************
 TR0392  DESIGNATION -  BORE RM 1
 TR0392  PID         -  TR0392
 TR0392  STATE/COUNTY-  WA/ISLAND
 TR0392  USGS QUAD   -  OAK HARBOR (1973)
 TR0392
 TR0392                         *CURRENT SURVEY CONTROL
 TR0392  ___________________________________________________________________
 TR0392* NAD 83(1986)-  48 20 57.     (N)    122 39 36.     (W)     SCALED    
 TR0392* NAVD 88     -         6.841  (meters)      22.44   (feet)  ADJUSTED  
 TR0392  ___________________________________________________________________
 TR0392  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR0392  DYNAMIC HT  -           6.843 (meters)      22.45  (feet)  COMP
 TR0392  MODELED GRAV-     980,862.6   (mgal)                       NAVD 88
 TR0392
 TR0392  VERT ORDER  -  FIRST     CLASS II
 TR0392
 TR0392.The horizontal coordinates were scaled from a topographic map and have
 TR0392.an estimated accuracy of +/- 6 seconds.
 TR0392
 TR0392.The orthometric height was determined by differential leveling
 TR0392.and adjusted by the National Geodetic Survey in June 1991..
 TR0392
 TR0392.The geoid height was determined by GEOID03.
 TR0392
 TR0392.The dynamic height is computed by dividing the NAVD 88
 TR0392.geopotential number by the normal gravity value computed on the
 TR0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0392.degrees latitude (g = 980.6199 gals.).
 TR0392
 TR0392.The modeled gravity was interpolated from observed gravity values.
 TR0392
 TR0392;                    North         East    Units  Estimated Accuracy
 TR0392;SPC WA N     -   151,610.      364,630.      MT  (+/- 180 meters Scaled)
 TR0392
 TR0392                          SUPERSEDED SURVEY CONTROL
 TR0392
 TR0392  NGVD 29 (??/??/92)    5.696  (m)           18.69   (f) ADJ UNCH    1 2
 TR0392
 TR0392.Superseded values are not recommended for survey control.
 TR0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0392.See file dsdata.txt to determine how the superseded data were derived.
 TR0392
 TR0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU251551(NAD 83)
 TR0392_MARKER: DR = REFERENCE MARK DISK
 TR0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0392_SP_SET: CONCRETE APRON
 TR0392_STAMPING: NO 1 1951
 TR0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0392
 TR0392  HISTORY     - Date     Condition        Report By
 TR0392  HISTORY     - 1951     MONUMENTED       CGS
 TR0392  HISTORY     - 1952     GOOD             NGS
 TR0392
 TR0392                          STATION DESCRIPTION
 TR0392
 TR0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0392'5.1 MI N FROM OAK HARBOR.
 TR0392'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0392'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.8 MILE NORTH
 TR0392'ALONG OLD HIGHWAY 1D, THENCE 0.1 MILE WEST ALONG EAST-WEST RUNWAY NO.
 TR0392'26 OF THE NAVAL AIR STATION AULT FIELD, THENCE 0.2 MILE NORTHWEST
 TR0392'ALONG A CONCRETE TAXI STRIP, THENCE 0.1 MILE NORTHWEST ALONG AN
 TR0392'ASPHALT STRIP LEADING TO A 50- BY 50-FOOT CONCRETE APRON (ABANDONED
 TR0392'AULT FIELD BORE SIGHTING RANGE) IN THE NORTH CORNER OF THE APRON,
 TR0392'ABOUT 0.8 MILE NORTHEAST (AIRLINE) OF THE CONTROL TOWER, 44.2 FEET
 TR0392'NORTHEAST OF TRIANGULATION STATION BORE, 0.9 FOOT SOUTHEAST OF THE
 TR0392'NORTHWEST EDGE OF THE APRON, 0.9 FOOT SOUTHWEST OF THE NORTHEAST EDGE
 TR0392'OF THE APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0393 ***********************************************************************
 TR0393  DESIGNATION -  BORE RM 2
 TR0393  PID         -  TR0393
 TR0393  STATE/COUNTY-  WA/ISLAND
 TR0393  USGS QUAD   -  OAK HARBOR (1973)
 TR0393
 TR0393                         *CURRENT SURVEY CONTROL
 TR0393  ___________________________________________________________________
 TR0393* NAD 83(1991)-  48 20 57.64103(N)    122 39 35.61595(W)     ADJUSTED  
 TR0393* NAVD 88     -         6.853  (meters)      22.48   (feet)  ADJUSTED  
 TR0393  ___________________________________________________________________
 TR0393  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 TR0393  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR0393  DYNAMIC HT  -           6.855 (meters)      22.49  (feet)  COMP
 TR0393  MODELED GRAV-     980,862.7   (mgal)                       NAVD 88
 TR0393
 TR0393  HORZ ORDER  -  THIRD
 TR0393  VERT ORDER  -  FIRST     CLASS II
 TR0393
 TR0393.The horizontal coordinates were established by classical geodetic methods
 TR0393.and adjusted by the National Geodetic Survey in December 1991..
 TR0393.No horizontal observational check was made to the station.
 TR0393
 TR0393.The orthometric height was determined by differential leveling
 TR0393.and adjusted by the National Geodetic Survey in June 1991..
 TR0393
 TR0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0393
 TR0393.The geoid height was determined by GEOID03.
 TR0393
 TR0393.The dynamic height is computed by dividing the NAVD 88
 TR0393.geopotential number by the normal gravity value computed on the
 TR0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0393.degrees latitude (g = 980.6199 gals.).
 TR0393
 TR0393.The modeled gravity was interpolated from observed gravity values.
 TR0393
 TR0393;                    North         East     Units Scale Factor Converg.
 TR0393;SPC WA N     -   151,631.272   364,634.540   MT  0.99995040   -1 21 35.7
 TR0393;SPC WA N     -   497,476.93  1,196,305.15   sFT  0.99995040   -1 21 35.7
 TR0393;UTM  10      - 5,355,185.510   525,198.655   MT  0.99960780   +0 15 14.9
 TR0393
 TR0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0393!SPC WA N     -   1.00000240  x   0.99995040  =   0.99995280
 TR0393!UTM  10      -   1.00000240  x   0.99960780  =   0.99961020
 TR0393
 TR0393                          SUPERSEDED SURVEY CONTROL
 TR0393
 TR0393  NAD 83(1986)-  48 20 57.64283(N)    122 39 35.61981(W) AD(       ) 3
 TR0393  NGVD 29 (??/??/92)    5.708  (m)           18.73   (f) ADJ UNCH    1 2
 TR0393
 TR0393.Superseded values are not recommended for survey control.
 TR0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0393.See file dsdata.txt to determine how the superseded data were derived.
 TR0393
 TR0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2519955186(NAD 83)
 TR0393_MARKER: DR = REFERENCE MARK DISK
 TR0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0393_SP_SET: CONCRETE APRON
 TR0393_STAMPING: NO 2 1951
 TR0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0393
 TR0393  HISTORY     - Date     Condition        Report By
 TR0393  HISTORY     - 1951     MONUMENTED       CGS
 TR0393  HISTORY     - 1952     GOOD             NGS
 TR0393
 TR0393                          STATION DESCRIPTION
 TR0393
 TR0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0393'5.1 MI N FROM OAK HARBOR.
 TR0393'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0393'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.8 MILE NORTH
 TR0393'ALONG OLD HIGHWAY 1D, THENCE 0.1 MILE WEST ALONG EAST-WEST RUNWAY NO.
 TR0393'26 OF U. S. NAVAL AIR STATION AULT FIELD, THENCE 0.2 MILE NORTHWEST
 TR0393'ALONG A CONCRETE TAXI STRIP, THENCE 0.1 MILE NORTHWEST ALONG AN
 TR0393'ASPHALT STRIP LEADING TO A 50- BY 50-FOOT CONCRETE APRON (ABANDONED
 TR0393'AULT FIELD BORE SIGHTING RANGE), IN THE SOUTH CORNER OF THE APRON,
 TR0393'ABOUT 0.8 MILE NORTHEAST (AIRLINE) OF THE CONTROL TOWER, 39.9 FEET
 TR0393'SOUTHEAST OF TRIANGULATION STATION BORE, 1.4 FEET NORTHWEST OF THE
 TR0393'SOUTHEAST EDGE OF THE APRON, 1.1 FEET NORTHEAST OF THE SOUTHWEST EDGE
 TR0393'OF THE APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3701 ***********************************************************************
 SY3701  DESIGNATION -  BOREN
 SY3701  PID         -  SY3701
 SY3701  STATE/COUNTY-  WA/KING
 SY3701  USGS QUAD   -  AUBURN (1994)
 SY3701
 SY3701                         *CURRENT SURVEY CONTROL
 SY3701  ___________________________________________________________________
 SY3701* NAD 83(1991)-  47 31 54.13667(N)    122 10 30.97238(W)     ADJUSTED  
 SY3701* NAVD 88     -       172.6    (meters)     566.     (feet)  VERTCON   
 SY3701  ___________________________________________________________________
 SY3701  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 SY3701  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SY3701
 SY3701  HORZ ORDER  -  FIRST
 SY3701
 SY3701.The horizontal coordinates were established by classical geodetic methods
 SY3701.and adjusted by the National Geodetic Survey in December 1991..
 SY3701
 SY3701.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3701
 SY3701.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3701
 SY3701.The geoid height was determined by GEOID03.
 SY3701
 SY3701;                    North         East     Units Scale Factor Converg.
 SY3701;SPC WA N     -    59,997.049   398,960.284   MT  0.99999424   -0 59 56.8
 SY3701;SPC WA N     -   196,840.32  1,308,922.20   sFT  0.99999424   -0 59 56.8
 SY3701;UTM  10      - 5,264,582.841   562,075.648   MT  0.99964735   +0 36 30.2
 SY3701
 SY3701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3701!SPC WA N     -   0.99997659  x   0.99999424  =   0.99997083
 SY3701!UTM  10      -   0.99997659  x   0.99964735  =   0.99962395
 SY3701
 SY3701|---------------------------------------------------------------------|
 SY3701| PID    Reference Object                     Distance      Geod. Az  |
 SY3701|                                                           dddmmss.s |
 SY3701| CF7188 BOREN RM 1                           11.129 METERS 16612     |
 SY3701| SY3699 RENTON DIST 90 TANK NO 3            APPROX. 3.1 KM 1775746.0 |
 SY3701| CF7189 BOREN RM 2                            5.956 METERS 25528     |
 SY3701|---------------------------------------------------------------------|
 SY3701
 SY3701                          SUPERSEDED SURVEY CONTROL
 SY3701
 SY3701  NAD 83(1986)-  47 31 54.12924(N)    122 10 30.97988(W) AD(       ) 1
 SY3701  NAD 27      -  47 31 54.77049(N)    122 10 26.54378(W) AD(       ) 1
 SY3701  NGVD 29 (07/19/86)  171.5    (m)          563.     (f) VERT ANG       
 SY3701
 SY3701.Superseded values are not recommended for survey control.
 SY3701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3701.See file dsdata.txt to determine how the superseded data were derived.
 SY3701
 SY3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6207664583(NAD 83)
 SY3701_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3701_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3701
 SY3701  HISTORY     - Date     Condition        Report By
 SY3701  HISTORY     - 1973     MONUMENTED       NGS
 SY3701  HISTORY     - 1983     POOR             USPSQD
 SY3701  HISTORY     - 20050918 POOR             USPSQD
 SY3701
 SY3701                          STATION DESCRIPTION
 SY3701
 SY3701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3701'STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF RENTON, 1 MILE
 SY3701'EAST OF INTERSTATE 405, 3/4 MILE SOUTH OF NEWPORT HILLS AND IN
 SY3701'THE SOUTHEAST 1/4 SECTION 28, T 24 N, R 5 E.
 SY3701'
 SY3701'TO REACH FROM NORTH RENTON AT THE INTERSECTION OF INTERSTATE 405,
 SY3701'LAKE WASHINGTON BLVD AND NE 44 ST. GO NORTH ALONG THE FRONTAGE
 SY3701'ROAD OF INTERSTATE 405 FOR 0.2 MILE TO NE 48 ST.  TURN RIGHT UP
 SY3701'HILL ON NE 48 ST. AND SE 76 ST. FOR 0.5 MILE TO A T-ROAD AT 116
 SY3701'AVE SE.  TURN LEFT ON 116 AVE SE FOR 0.5 MILE TO SE 68 ST.  TURN
 SY3701'RIGHT ON SE 68 ST AND SE 69 ST. FOR 0.5 MILE TO 123 AVE SE.
 SY3701'TURN RIGHT ON 123 AVE SE FOR 0.35 MILE TO SE 74 ST.  TURN LEFT
 SY3701'ON SE 74 ST. FOR 0.05 MILE TO 125 AVE SE.  TURN RIGHT ON 125
 SY3701'AVE SE FOR 0.1 MILE TO A CUL-DE-SAC AND TRACK ROAD ON THE RIGHT.
 SY3701'TURN RIGHT PASSING OVER CURB ONTO A TRACK ROAD GOING UPHILL
 SY3701'ALONG THE EAST EDGE OF A POWER LINE FOR 0.15 MILE TO A LOCKED
 SY3701'GATE.  PASS THROUGH GATE AND GO SOUTH UPHILL FOR 0.1 MILE TO THE
 SY3701'FIRST TRANSMISSION LINE TOWER AND THE STATION ON THE RIGHT.
 SY3701'
 SY3701'STATION MARKS ARE STANDARD DISKS STAMPED BOREN 1973.  THE SURFACE
 SY3701'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 SY3701'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 72 FEET
 SY3701'NORTHEAST OF THE NORTHEAST CORNER OF A WIRE FENCE, 37 FEET NORTH
 SY3701'OF THE NORTHEAST LEG OF TRANSMISSION TOWER B 22/26 S, 31 FEET
 SY3701'WEST OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 5.6 FEET NORTH
 SY3701'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 SY3701'TOP OF A IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES BELOW THE
 SY3701'GROUND SURFACE.
 SY3701'
 SY3701'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOREN NO 1 1973.  IT
 SY3701'IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST CONCRETE FOOTING OF
 SY3701'TRANSMISSION TOWER B 22/26 S AND PROJECTS 18 INCHES ABOVE THE
 SY3701'GROUND SURFACE.
 SY3701'
 SY3701'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOREN NO 2 1973.  IT
 SY3701'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 SY3701'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 52 FEET WEST
 SY3701'OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 41 FEET NORTHEAST
 SY3701'OF THE NORTHEAST LEG OF THE TRANSMISSION TOWER AND 20 FEET WEST
 SY3701'OF THE WITNESS POST.
 SY3701'
 SY3701'NO REFERENCE MARK 3 WAS ESTABLISHED FOR THIS STATION DUE TO NO
 SY3701'SUITABLE LOCATION.
 SY3701'
 SY3701'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO EXTREME DIFFERENCE
 SY3701'IN ELEVATION.
 SY3701'
 SY3701'HEIGHT OF LIGHT ABOVE STATION MARK 1.1 METERS.
 SY3701
 SY3701                          STATION RECOVERY (1983)
 SY3701
 SY3701'RECOVERY NOTE BY US POWER SQUADRON 1983 (GCS)
 SY3701'BOREN 1973 RECOVERED POOR.
 SY3701'
 SY3701'RECOVERED AS DESCRIBED.  EXCEPT, FROM SE 74 ST. PASS THRU LOCKED GATE
 SY3701'UNDER SEATTLE CITY LIGHT TRANSMISSION LINE, FOLLOW TRACK ROAD
 SY3701'SOUTH.  TO TOWER B 22/26 S + OR - 0.2 MILE AND STATION ON RIGHT
 SY3701'OF NEW TRACK ROAD.  MARK VANDALIZED BUT NOT DISTURBED.  CENTER
 SY3701'PUNCH IS DISCERNIBLE.  RM 1 AND RM 2 BOTH GOOD.
 SY3701'
 SY3701'CAN REACH VIA COAL CREEK PARKWAY SOUTH TO SE 69 PL, THEN WEST TO
 SY3701'123 AVE SE.  OR, EXIT 10 FROM I-405, NORTH ON LK. WASHINGTON BLVD NE
 SY3701'TO A RIGHT AT 116 AVE SE, THEN SOUTH TO SE 69 PL ETC.
 SY3701
 SY3701                          STATION RECOVERY (2005)
 SY3701
 SY3701'RECOVERY NOTE BY US POWER SQUADRON 2005 (DVV)
 SY3701'APPROACH FROM COAL CREEK, WEST ON S.E. 84TH WAY, NORTH ON S.E. 80TH TO
 SY3701'SERVICE ACCESS ROAD JUST EAST OF HOUSE AT 12235 SE 80TH WAY.  WALK
 SY3701'UPHILL PAST GATE TO FIRST TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2657 ***********************************************************************
 SY2657  DESIGNATION -  BOS
 SY2657  PID         -  SY2657
 SY2657  STATE/COUNTY-  WA/PIERCE
 SY2657  USGS QUAD   -  TACOMA NORTH (1994)
 SY2657
 SY2657                         *CURRENT SURVEY CONTROL
 SY2657  ___________________________________________________________________
 SY2657* NAD 83(1991)-  47 15 57.77024(N)    122 23 04.73220(W)     ADJUSTED  
 SY2657* NAVD 88     -       104.1    (meters)     342.     (feet)  VERTCON   
 SY2657  ___________________________________________________________________
 SY2657  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 SY2657  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2657
 SY2657  HORZ ORDER  -  FIRST
 SY2657
 SY2657.The horizontal coordinates were established by classical geodetic methods
 SY2657.and adjusted by the National Geodetic Survey in December 1991..
 SY2657
 SY2657.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2657
 SY2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2657
 SY2657.The geoid height was determined by GEOID03.
 SY2657
 SY2657;                    North         East     Units Scale Factor Converg.
 SY2657;SPC WA S     -   216,533.226   357,389.965   MT  0.99998530   -1 22 08.4
 SY2657;SPC WA S     -   710,409.43  1,172,536.91   sFT  0.99998530   -1 22 08.4
 SY2657;SPC WA N     -    30,763.350   382,602.043   MT  1.00005184   -1 09 17.9
 SY2657;SPC WA N     -   100,929.42  1,255,253.54   sFT  1.00005184   -1 09 17.9
 SY2657;UTM  10      - 5,234,913.280   546,549.703   MT  0.99962663   +0 27 07.2
 SY2657
 SY2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2657!SPC WA S     -   0.99998723  x   0.99998530  =   0.99997253
 SY2657!SPC WA N     -   0.99998723  x   1.00005184  =   1.00003907
 SY2657!UTM  10      -   0.99998723  x   0.99962663  =   0.99961387
 SY2657
 SY2657:                Primary Azimuth Mark                     Grid Az
 SY2657:SPC WA S     -  MARSHALL                                 117 16 12.3
 SY2657:SPC WA N     -  MARSHALL                                 117 03 21.8
 SY2657:UTM  10      -  MARSHALL                                 115 26 56.7
 SY2657
 SY2657|---------------------------------------------------------------------|
 SY2657| PID    Reference Object                     Distance      Geod. Az  |
 SY2657|                                                           dddmmss.s |
 SY2657| SY2510 MARSHALL                            APPROX. 3.2 KM 1155403.9 |
 SY2657| CE3376 BOS RM A                            178.700 METERS 13801     |
 SY2657| CE3375 BOS RM B                            133.716 METERS 15458     |
 SY2657| SY2303 TACOMA ST JOSEPH HOSPITAL DOME      APPROX. 5.3 KM 2432047.0 |
 SY2657| SY2653 ST PAUL AND TACOMA LMBR S STK       APPROX. 3.1 KM 2451501.0 |
 SY2657| SY2663 RED TANK                            APPROX. 2.4 KM 2452904.4 |
 SY2657| SY2654 ST PAUL AND TACOMA LMBR N STK       APPROX. 3.1 KM 2454713.0 |
 SY2657| SY2679 DISTRICT HEATING CO SOUTH STK       APPROX. 4.1 KM 2470954.5 |
 SY2657| SY2680 DISTRICT HEATING CO NORTH STK       APPROX. 4.1 KM 2472955.0 |
 SY2657| SY2666 WASHINGTON PARLOR FURNITURE TK      APPROX. 3.7 KM 2475211.1 |
 SY2657| SY2645 P AND G MILL CO BLACK IRON STK      APPROX. 2.8 KM 2560556.4 |
 SY2657| SY2735 CENTRAL SCHOOL FLAGPOLE             APPROX. 4.8 KM 2562758.0 |
 SY2657| SY2739 FIRST PRESB CHURCH SPIRE            APPROX. 4.7 KM 2664004.4 |
 SY2657| SY2719 HIGH SCHOOL FLAGPOLE                APPROX. 4.8 KM 2701914.1 |
 SY2657| SY2715 STADIUM FLAGPOLE                    APPROX. 5.0 KM 2703310.5 |
 SY2657| SY2651 MILWAUKEE SLIP TANK                 APPROX. 2.8 KM 2720148.3 |
 SY2657| SY2899 SOUTH TRANSMISSION TOWER            APPROX.11.1 KM 2751212.5 |
 SY2657| SY2912 NORTH TRANSMISSION TOWER            APPROX.11.0 KM 2752722.8 |
 SY2657| SY2944 RESERVOIR TANK                      APPROX. 9.7 KM 2763803.6 |
 SY2657| SY2675 PORT DOCKS BLACK TANK               APPROX. 2.4 KM 2964208.9 |
 SY2657| SY2684 WAPATO WATERWAY STACK               APPROX. 2.0 KM 3042008.1 |
 SY2657| SY2697 TACOMA NORTHERN TWIN BLACK STK      APPROX. 1.2 KM 3342453.5 |
 SY2657|---------------------------------------------------------------------|
 SY2657
 SY2657                          SUPERSEDED SURVEY CONTROL
 SY2657
 SY2657  NAD 83(1986)-  47 15 57.76450(N)    122 23 04.74627(W) AD(       ) 1
 SY2657  NAD 27      -  47 15 58.40700(N)    122 23 00.30100(W) AD(       ) 1
 SY2657  NGVD 29 (07/19/86)  103.0    (m)          338.     (f) VERT ANG       
 SY2657
 SY2657.Superseded values are not recommended for survey control.
 SY2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2657.See file dsdata.txt to determine how the superseded data were derived.
 SY2657
 SY2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4655034913(NAD 83)
 SY2657_MARKER: DS = TRIANGULATION STATION DISK
 SY2657_SETTING: 80 = SET IN A BOULDER
 SY2657_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY2657
 SY2657  HISTORY     - Date     Condition        Report By
 SY2657  HISTORY     - 1905     MONUMENTED       CGS
 SY2657  HISTORY     - 1919     GOOD             CGS
 SY2657  HISTORY     - 1923     GOOD             CGS
 SY2657  HISTORY     - 1935     GOOD             CGS
 SY2657  HISTORY     - 1938     GOOD             CGS
 SY2657  HISTORY     - 1952     GOOD             CGS
 SY2657  HISTORY     - 1958     MARK NOT FOUND   BPA
 SY2657  HISTORY     - 1962     MARK NOT FOUND   WAHC
 SY2657
 SY2657                          STATION DESCRIPTION
 SY2657
 SY2657'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 SY2657'IN THE FLAT ABOUT 2 MILES E OF TACOMA AND 1/3 OF A MILE S OF THE
 SY2657'TRESTLE LEADING FROM THE CITY ACROSS THE MARSH TO THE MILLS ON THE
 SY2657'E SIDE OF THE VALLEY.  IT IS ABOUT 75 METERS NE OF A SMALL WHITE
 SY2657'HOUSE AT THE N END OF THE STRIP OF FAST LAND WHICH EXTENDS
 SY2657'FARTHEST INTO THE MARSH AND ON A VERY SLIGHT ELEVATION, CLEAR OF
 SY2657'TREES AND BUILDINGS, ON THE EDGE OF A SLOUGH.  THE SURFACE MARK
 SY2657'IS AN OLD-TYPE STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 SY2657'BOULDER ABOUT 10 INCHES IN DIAMETER PROJECTING 3 INCHES ABOVE THE
 SY2657'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A 3/8-INCH
 SY2657'COPPER BOLT 3 INCHES LONG CEMENTED IN A DRILL HOLE IN A
 SY2657'BOULDER 15 INCHES BELOW THE SURFACE.  THE CROSS ON THE DISK IS
 SY2657'DIRECTLY ABOVE A CROSS ON THE COPPER BOLT AND THESE CROSSES
 SY2657'MARK THE STATION.  THERE ARE NO REFERENCE MARKS, BUT A
 SY2657'BROKEN-TOPPED FIR TREE IS ABOUT 60 METERS FROM THE STATION,
 SY2657'S 28 DEG 16 MIN E, AND THE W CORNER OF THE SMALL WHITE
 SY2657'HOUSE IS 77.72 METERS DISTANT, S 13 DEG 54 MIN W.
 SY2657
 SY2657                          STATION RECOVERY (1923)
 SY2657
 SY2657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (WM)
 SY2657'FOUND AS DESCRIBED EXCEPT THAT SMALL WHITE HOUSE IS
 SY2657'MISSING.  ADDITIONAL DESCRIPTION AS FOLLOWS--ABOUT 1/3 MILE SE OF
 SY2657'THE LINCOLN AVENUE FILL AND RAILROAD TRACKS, 1/2 MILE S BY W FROM
 SY2657'THE BUFFELIN MILL, AND 100 YARDS W OF A WAGON TRAIL LEADING FROM
 SY2657'THE MILL TO A FARM TO THE S.  TWO STANDARD REFERENCE MARKS WERE
 SY2657'PLACED NEAR THE EDGE OF THE GROVE OF TREES TO THE S.  THEY WERE
 SY2657'SET IN CONCRETE BLOCKS 18- BY 18- BY 30-INCHES WITH TOPS FLUSH
 SY2657'WITH THE SURFACE OF THE GROUND.
 SY2657
 SY2657                          STATION RECOVERY (1935)
 SY2657
 SY2657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2657'STATION RECOVERED.  STATION LIES BETWEEN HYLEBOS WATERWAY AND
 SY2657'WAPATO CREEK, BEING ABOUT 1/2 MILE FROM THE WATERWAY AND 1/4 MILE
 SY2657'FROM WAPATO CREEK.  AS THE STATION IS LOCATED IN A PASTURE FIELD
 SY2657'NEARLY FLUSH WITH THE GROUND THE FOLLOWING RANGES AND APPROXIMATE
 SY2657'DISTANCES WERE NOTED TO FACILITATE RECOVERY.  A POWER LINE RUNS
 SY2657'ABOUT 70 METERS E OF STATION ONE POLE OF WHICH IS IN RANGE WITH
 SY2657'A PROMINENT RED TANK.  IN A NORTHWESTERLY DIRECTION THE LEFT
 SY2657'TANGENT OF THE GRAIN ELEVATOR BARELY OPENS ON THE SMELTER STACK.
 SY2657'IN A WESTERLY DIRECTION AN ELEVATED BLACK TANK, THE DIAMETER
 SY2657'OF WHICH IS GREATER THAN THE HEIGHT OF THE TANK PROPER IS IN
 SY2657'RANGE WITH A SHORT THICK STACK SHOWING AGAINST THE SKYLINE.  A
 SY2657'LONE APPLE TREE LIES ABOUT 70 METERS IN A SOUTHWESTERLY
 SY2657'DIRECTION.  A DRY SLOUGH BORDERED BY A TEMPORARY FENCE LIES 10
 SY2657'METERS SE OF STATION.  A GRAVEL ROAD WITH A RAILROAD
 SY2657'ALONGSIDE LIES ABOUT 1/4 MILE NW OF STATION.
 SY2657'
 SY2657'STATION IS MARKED BY AN OLD STYLE DISK SET IN GRANITE BOULDER
 SY2657'FLUSH WITH THE GROUND.  THE DISK IS CENTERED BY A CROSS WITH A
 SY2657'RAISED 1/4-INCH LIP AROUND THE CIRCUMFERENCE.  STAMPED
 SY2657'U.S.C. AND G.S.
 SY2657
 SY2657                          STATION RECOVERY (1938)
 SY2657
 SY2657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HJO)
 SY2657'STATION IS BETWEEN HYLEBOS WATERWAY AND WAPATO CREEK, 1/2 MILE FROM
 SY2657'THE FIRST AND 1/4 MILE FROM THE LATTER.  IN A NW DIRECTION THE LEFT
 SY2657'TANGENT TO A GRAIN ELEVATOR IS BARELY OPEN ON THE SMELTER
 SY2657'STACK.  IN A WESTERLY DIRECTION THE RIGHT TANGENT OF AN ELEVATED
 SY2657'BLACK TANK, BROAD AND SQUAT, IS IN RANGE WITH LEFT TANGENT TO A
 SY2657'SHORT THICK STACK AGAINST THE SKYLINE.  NORTHWARD, THE HIGHEST
 SY2657'PART OF A KNOLL ON THE BLUFF IS OVER THE RIGHT HAND OF TWO
 SY2657'SHORT INVERTED CONE STACKS ON THE SQUARE BRICK BUILDING OF THE
 SY2657'CITY POWER HOUSE.  A POWER POLE 70 METERS E OF STATION IS IN
 SY2657'RANGE WITH A PROMINENT RED TANK WHICH IS E OF THREE TALL
 SY2657'STACKS.  STATION IS NEARLY FLUSH WITH GROUND IN A PASTURE.  A LONE
 SY2657'APPLE TREE IS 70 METERS SW, A DRY SLOUGH IS 10 METERS SE.
 SY2657'
 SY2657'STATION MARK IS A DISK IN A GRANITE BOULDER.
 SY2657'
 SY2657'THE GRAVEL ROAD WITH RAILROAD ALONGSIDE IS 1/4 MILE NW.
 SY2657
 SY2657                          STATION RECOVERY (1952)
 SY2657
 SY2657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY2657'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NOT
 SY2657'SEARCHED FOR.
 SY2657'
 SY2657'STATION IS TOWARD NE EDGE OF THE FLATS, SW OF HYLEBOS WATERWAY,
 SY2657'TACOMA HARBOR.  IT IS AN OLD-TYPE MARK SET IN A DRILL HOLE IN A
 SY2657'GRANITE BOULDER FLUSH WITH THE GROUND.
 SY2657'
 SY2657'REACHED FROM LINCOLN AVENUE, ARTERIAL HIGHWAY CROSSING THE FLATS
 SY2657'(INDUSTRIAL AREA UNDER CONTINUED DEVELOPMENT) AND AT INTERSECTION
 SY2657'WITH ALEXANDER AVENUE, TURN OFF LINCOLN AVENUE SE ON GRAVEL ROAD
 SY2657'CROSSING RAILROAD TRACKS AND THROUGH WIRE GATE, GO ABOUT 150 YARDS
 SY2657'TO STEEL TRANSMISSION TOWER.  STATION IS ABOUT 190 YARDS BEYOND
 SY2657'(ALEXANDER AVENUE EXTENDED) THENCE 80 YARDS TO RIGHT (NE) ON A
 SY2657'SLIGHT HUMP AT EDGE OF BANK ABOVE AND 10 YARDS NW OF SMALL
 SY2657'DRAIN.
 SY2657'
 SY2657'THE 1938 (H.J.O.) RECOVERY NOTE IS STILL PERTINENT.
 SY2657
 SY2657                          STATION RECOVERY (1958)
 SY2657
 SY2657'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1958
 SY2657'THE PORT OF TACOMA HAS BEEN DEVELOPING THIS INDUSTRIAL AREA AND
 SY2657'IT IS BELIEVED THAT THE STATION IS UNDER A FILL.
 SY2657
 SY2657                          STATION RECOVERY (1962)
 SY2657
 SY2657'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1962
 SY2657'STATION WAS SEARCHED FOR THOROUGHLY BUT COULD NOT FIND
 SY2657'IT.  BELIEVED COVERED BY NEW FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0923 ***********************************************************************
 TP0923  DESIGNATION -  BOSSBURG
 TP0923  PID         -  TP0923
 TP0923  STATE/COUNTY-  WA/STEVENS
 TP0923  USGS QUAD   -  BOSSBURG (1969)
 TP0923
 TP0923                         *CURRENT SURVEY CONTROL
 TP0923  ___________________________________________________________________
 TP0923* NAD 83(1991)-  48 45 58.23592(N)    118 00 36.22072(W)     ADJUSTED  
 TP0923* NAVD 88     -       819.2    (meters)    2688.     (feet)  VERTCON   
 TP0923  ___________________________________________________________________
 TP0923  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 TP0923  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 TP0923
 TP0923  HORZ ORDER  -  SECOND
 TP0923
 TP0923.The horizontal coordinates were established by classical geodetic methods
 TP0923.and adjusted by the National Geodetic Survey in December 1991..
 TP0923
 TP0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0923
 TP0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0923
 TP0923.The geoid height was determined by GEOID03.
 TP0923
 TP0923;                    North         East     Units Scale Factor Converg.
 TP0923;SPC WA N     -   200,182.464   707,503.933   MT  1.00000634   +2 06 07.1
 TP0923;SPC WA N     -   656,765.30  2,321,202.49   sFT  1.00000634   +2 06 07.1
 TP0923;UTM  11      - 5,401,955.304   425,776.857   MT  0.99966768   -0 45 34.7
 TP0923
 TP0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0923!SPC WA N     -   0.99987433  x   1.00000634  =   0.99988067
 TP0923!UTM  11      -   0.99987433  x   0.99966768  =   0.99954205
 TP0923
 TP0923|---------------------------------------------------------------------|
 TP0923| PID    Reference Object                     Distance      Geod. Az  |
 TP0923|                                                           dddmmss.s |
 TP0923| TP0925 BOSSBURG 2 1936                      80.029 METERS 00110     |
 TP0923| CF1994 BOSSBURG RM 1                         6.898 METERS 22642     |
 TP0923| TP0916 DILLY                               APPROX. 3.4 KM 3311401.1 |
 TP0923|---------------------------------------------------------------------|
 TP0923
 TP0923                          SUPERSEDED SURVEY CONTROL
 TP0923
 TP0923  NAD 83(1986)-  48 45 58.23669(N)    118 00 36.21868(W) AD(       ) 2
 TP0923  NAD 27      -  48 45 58.57700(N)    118 00 32.26500(W) AD(       ) 2
 TP0923  NGVD 29 (07/19/86)  818.0    (m)         2684.     (f) VERT ANG       
 TP0923
 TP0923.Superseded values are not recommended for survey control.
 TP0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0923.See file dsdata.txt to determine how the superseded data were derived.
 TP0923
 TP0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ2577701955(NAD 83)
 TP0923_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0923_SETTING: 66 = SET IN ROCK OUTCROP
 TP0923_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0923
 TP0923  HISTORY     - Date     Condition        Report By
 TP0923  HISTORY     - 1936     MONUMENTED       BOR
 TP0923  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0923
 TP0923                          STATION DESCRIPTION
 TP0923
 TP0923'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0923'LOCATED NEAR THE CENTER OF SEC. 27, T. 38 N., R. 38 E. WM, ON THE
 TP0923'SW EDGE OF THE SUMMIT OF A VERY PROMINENT GRANITIC DOME ALMOST
 TP0923'TWO MILES APPROXIMATELY ENE OF BOSSBURG.
 TP0923'
 TP0923'TO REACH STATION FROM JUNCTION OF STATE HIGHWAY 22 AND ECHO
 TP0923'VALLEY ROAD AT BOSSBURG, TURN RIGHT ON THE LATTER ROAD (E).  AT
 TP0923'0.3 AT A FOUR-WAY ROAD FORK AT A RIGHT TURN IN MAIN ROAD, TAKE
 TP0923'RIGHT CENTER FORK UPHILL.  AT 0.5 MILE ROAD COMES IN FROM LEFT.
 TP0923'AT 0.75 ROAD COMES IN FROM RIGHT.  AT 0.85 PASS THROUGH WIRE
 TP0923'GATE.  AT 1.05 TAKE LEFT FORK.  AT 1.2 TAKE LEFT FORK.  AT
 TP0923'1.35 TAKE RIGHT FORK.  AT 1.45 TAKE LEFT FORK.  AT 1.5 GO
 TP0923'THROUGH GATE AND TAKE RIGHT FORK ABOUT 100 FEET BEYOND GATE.
 TP0923'1.65 GO UP SIDEHILL ROAD.  AT 1.75 TURN RIGHT (E) ACROSS
 TP0923'UNCULTIVATED FIELD.  AT 2.05 LEAVE CAR AT NE EDGE OF
 TP0923'FIELD NEAR DRAW AND PROCEED ON FOOT ACROSS DRAW AND UP S
 TP0923'SLOPE OF PROMINENT HILL OPPOSITE TO SUMMIT AND STATION.
 TP0923'
 TP0923'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 21A,
 TP0923'RESPECTIVELY.
 TP0923'
 TP0923'HEIGHT OF STAND ABOVE STATION MARK 1.25 METERS.
 TP0923
 TP0923                          STATION RECOVERY (1947)
 TP0923
 TP0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0923'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 TP0923'AS DESCRIBED BY THE U.S.B.R. IN 1936.  DUE TO LOCAL CHANGES, A NEW
 TP0923'DESCRIPTION IS SUBMITTED--
 TP0923'
 TP0923'STATION IS LOCATED ABOUT 2 MILES NE OF BOSSBURG, ABOUT 1.5 MILES
 TP0923'E OF ROOSEVELT LAKE, NEAR THE CENTER OF SEC. 27, T. 38 N., R. 38
 TP0923'E. WM, ON THE SW EDGE OF THE SUMMIT OF A VERY PROMINENT GRANITE
 TP0923'DOME.  IT IS 45 FEET NNE OF A DOUBLE SNAG TREE AND 262 FEET S OF
 TP0923'TRIANGULATION STATION BOSSBURG II 1936.  A 4-FOOT WOODEN STAND
 TP0923'ANCHORED IN A ROCK CAIRN IS OVER THE STATION.
 TP0923'
 TP0923'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK SET
 TP0923'ACCORDING TO NOTE 3 AND IS STAMPED BOSSBURG 1936.
 TP0923'
 TP0923'R.M. 1 IS SW OF THE STATION.  IT IS A CHISELED CROSS INSIDE A
 TP0923'TRIANGLE IN A GRANITE OUTCROP.
 TP0923'
 TP0923'TO REACH THE STATION FROM THE ROAD JUNCTION AT BOSSBURG (THE
 TP0923'GRAMMAR SCHOOL IS ABOUT 450 FEET W OF THIS JUNCTION), PROCEED E
 TP0923'UPHILL ON GRAVEL ROAD LEADING E FROM STATE HIGHWAY 22 FOR 0.3
 TP0923'MILE TO A FOUR-WAY ROAD FORK, TAKE RIGHT FORK (MAIN ROAD) AND GO
 TP0923'0.65 MILE TO A SAND ROAD LEFT, CONTINUE ON MAIN ROAD AND GO 0.8
 TP0923'MILE.  TURN LEFT ON GRAVEL ROAD AND GO (CROSS SMALL BRIDGE AT
 TP0923'0.15 MILE) 0.35 MILE, TAKE LEFT FORK AND GO 0.25 MILE, TAKE LEFT
 TP0923'FORK AND GO 0.25 MILE TO HOUSE AND BUILDING ON RIGHT.  CONTINUE
 TP0923'ALONG FARM ROAD (N) FOR 0.3 MILE AND END OF TRUCK TRAVEL.  PACK
 TP0923'UP S SLOPE OF GRANITE DOME ALONG E SIDE OF DRAW AND FENCE
 TP0923'LINE TO THE SUMMIT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0925 ***********************************************************************
 TP0925  DESIGNATION -  BOSSBURG 2 1936
 TP0925  PID         -  TP0925
 TP0925  STATE/COUNTY-  WA/STEVENS
 TP0925  USGS QUAD   -  BOSSBURG (1969)
 TP0925
 TP0925                         *CURRENT SURVEY CONTROL
 TP0925  ___________________________________________________________________
 TP0925* NAD 83(1991)-  48 46 00.82612(N)    118 00 36.14090(W)     ADJUSTED  
 TP0925* NAVD 88     -       819.     (meters)    2687.     (feet)  SCALED    
 TP0925  ___________________________________________________________________
 TP0925  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 TP0925  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 TP0925
 TP0925  HORZ ORDER  -  THIRD
 TP0925
 TP0925.The horizontal coordinates were established by classical geodetic methods
 TP0925.and adjusted by the National Geodetic Survey in December 1991..
 TP0925
 TP0925.The orthometric height was scaled from a topographic map.
 TP0925
 TP0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0925
 TP0925.The geoid height was determined by GEOID03.
 TP0925
 TP0925;                    North         East     Units Scale Factor Converg.
 TP0925;SPC WA N     -   200,262.482   707,502.627   MT  1.00000649   +2 06 07.2
 TP0925;SPC WA N     -   657,027.83  2,321,198.20   sFT  1.00000649   +2 06 07.2
 TP0925;UTM  11      - 5,402,035.261   425,779.547   MT  0.99966768   -0 45 34.6
 TP0925
 TP0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0925!SPC WA N     -   0.99987433  x   1.00000649  =   0.99988082
 TP0925!UTM  11      -   0.99987433  x   0.99966768  =   0.99954205
 TP0925
 TP0925:                Primary Azimuth Mark                     Grid Az
 TP0925:SPC WA N     -  DILLY                                    328 26 13.7
 TP0925:UTM  11      -  DILLY                                    331 17 55.5
 TP0925
 TP0925|---------------------------------------------------------------------|
 TP0925| PID    Reference Object                     Distance      Geod. Az  |
 TP0925|                                                           dddmmss.s |
 TP0925| TP0916 DILLY                               APPROX. 3.3 KM 3303220.9 |
 TP0925|---------------------------------------------------------------------|
 TP0925
 TP0925                          SUPERSEDED SURVEY CONTROL
 TP0925
 TP0925  NAD 83(1986)-  48 46 00.82688(N)    118 00 36.13885(W) AD(       ) 3
 TP0925  NAD 27      -  48 46 01.16600(N)    118 00 32.18600(W) AD(       ) 3
 TP0925
 TP0925.Superseded values are not recommended for survey control.
 TP0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0925.See file dsdata.txt to determine how the superseded data were derived.
 TP0925
 TP0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ2578002035(NAD 83)
 TP0925_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0925_SETTING: 66 = SET IN ROCK OUTCROP
 TP0925_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0925
 TP0925  HISTORY     - Date     Condition        Report By
 TP0925  HISTORY     - 1936     MONUMENTED       BOR
 TP0925  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0925
 TP0925                          STATION DESCRIPTION
 TP0925
 TP0925'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0925'LOCATED NEAR THE CENTER OF SEC. 27, T. 38 N., R. 38 E. WM, ON
 TP0925'THE N SLOPE OF THE SUMMIT OF A VERY PROMINENT GRANITE DOME,
 TP0925'APPROXIMATELY 2 MILES ENE OF BOSSBURG, AND ABOUT 400 FEET N OF
 TP0925'AND 25 FEET BELOW HIGHEST POINT OF DOME.
 TP0925'
 TP0925'TO REACH STATION FROM JUNCTION OF STATE HIGHWAY 22 AND ECHO
 TP0925'VALLEY ROAD AT BOSSBURG, TURN RIGHT ON THE LATTER (E).  AT 0.3
 TP0925'AT A FOUR-WAY ROAD FORK AT A RIGHT TURN IN MAIN ROAD TAKE RIGHT
 TP0925'CENTER FORK UPHILL.  AT 0.5 ROAD COMES IN FROM LEFT.  AT 0.75
 TP0925'ROAD COMES IN FROM RIGHT.  AT 0.85 THROUGH WIRE GATE.  AT 1.05
 TP0925'TAKE LEFT FORK.  AT 1.2 LEFT FORK.  AT 1.35 RIGHT FORK.  AT 1.45
 TP0925'LEFT FORK.  AT 1.5 THROUGH GATE AND TAKE RIGHT FORK ABOUT 100
 TP0925'FEET BEYOND GATE.  1.65 UP SIDEHILL ROAD.  AT 1.75 TURN RIGHT (E)
 TP0925'ACROSS UNCULTIVATED FIELD.  AT 2.05, LEAVE CAR AT NE EDGE
 TP0925'OF FIELD NEAR DRAW AND PROCEED ON FOOT ACROSS DRAW AND UP S
 TP0925'SLOPE OF PROMINENT HILL OPPOSITE TO SUMMIT AND TRIANGULATION
 TP0925'STATION BOSSBURG.  CONTINUE N ABOUT 400 FEET TO TRIANGULATION
 TP0925'STATION BOSSBURG 2.
 TP0925'
 TP0925'STATION MARK IS SET ACCORDING TO NOTE 3.
 TP0925
 TP0925                          STATION RECOVERY (1947)
 TP0925
 TP0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0925'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE
 TP0925'U.S.B.R. IN 1936.  DUE TO THE MANY CHANGES IN LOCAL CONDITIONS
 TP0925'A NEW DESCRIPTION FOLLOWS--
 TP0925'
 TP0925'STATION IS LOCATED ABOUT 2 MILES NE OF BOSSBURG, ABOUT 1.5 MILES
 TP0925'E OF ROOSEVELT LAKE, NEAR THE CENTER OF SEC. 27, T. 38 N., R. 38
 TP0925'E. WM, ON THE N SLOPE OF THE SUMMIT OF A VERY PROMINENT GRANITE
 TP0925'DOME.  IT IS ABOUT 400 FEET N OF AND 25 FEET BELOW THE HIGHEST
 TP0925'POINT OF THE DOME AND 262 FEET N OF TRIANGULATION STATION BOSSBURG
 TP0925'(U.S.B.R.) 1936.  A POLE ANCHORED IN A ROCK CAIRN IS OVER
 TP0925'THE STATION.
 TP0925'
 TP0925'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK STAMPED
 TP0925'BOSSBURG II 1936 AND IS SET ACCORDING TO NOTE 3.
 TP0925'
 TP0925'TO REACH STATION FROM THE CROSSROADS AT BOSSBURG (THE BOSSBURG
 TP0925'GRAMMAR SCHOOL IS ABOUT 450 FEET W OF THE CROSSROADS), PROCEED
 TP0925'E UPHILL ON GRAVEL ROAD LEADING E FROM STATE HIGHWAY 22 FOR 0.3
 TP0925'MILE TO A FOUR-WAY ROAD FORK, TAKE THE RIGHT FORK (MAIN ROAD) AND
 TP0925'GO 0.65 MILE TO A SAND ROAD LEFT, CONTINUE ON MAIN ROAD AND GO
 TP0925'0.8 MILE.  TURN LEFT ON GRAVEL ROAD AND GO (CROSS SMALL BRIDGE
 TP0925'AT 0.15 MILE) 0.35 MILE, TAKE LEFT FORK AND GO 0.25 MILE, TAKE
 TP0925'LEFT FORK AND GO 0.25 MILE TO HOUSE AND BUILDINGS ON RIGHT.
 TP0925'CONTINUE ALONG FARM ROAD (N) FOR 0.3 MILE AND END OF TRUCK
 TP0925'TRAVEL.  PACK UP S SLOPE OF GRANITIC DOME ALONG E SIDE OF DRAW
 TP0925'AND FENCE LINE TO THE SUMMIT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3489 ***********************************************************************
 SY3489  DESIGNATION -  BOSTIAN
 SY3489  PID         -  SY3489
 SY3489  STATE/COUNTY-  WA/KING
 SY3489  USGS QUAD   -  BOTHELL (1981)
 SY3489
 SY3489                         *CURRENT SURVEY CONTROL
 SY3489  ___________________________________________________________________
 SY3489* NAD 83(1991)-  47 46 32.48934(N)    122 07 53.06814(W)     ADJUSTED  
 SY3489* NAVD 88     -       150.6    (meters)     494.     (feet)  VERTCON   
 SY3489  ___________________________________________________________________
 SY3489  LAPLACE CORR-           7.25  (seconds)                    DEFLEC99
 SY3489  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 SY3489
 SY3489  HORZ ORDER  -  FIRST
 SY3489
 SY3489.The horizontal coordinates were established by classical geodetic methods
 SY3489.and adjusted by the National Geodetic Survey in December 1991..
 SY3489
 SY3489.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3489
 SY3489.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3489
 SY3489.The geoid height was determined by GEOID03.
 SY3489
 SY3489;                    North         East     Units Scale Factor Converg.
 SY3489;SPC WA N     -    87,063.214   402,720.070   MT  0.99996000   -0 57 59.2
 SY3489;SPC WA N     -   285,639.89  1,321,257.43   sFT  0.99996000   -0 57 59.2
 SY3489;UTM  10      - 5,291,735.027   565,073.202   MT  0.99965203   +0 38 35.6
 SY3489
 SY3489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3489!SPC WA N     -   0.99998006  x   0.99996000  =   0.99994006
 SY3489!UTM  10      -   0.99998006  x   0.99965203  =   0.99963210
 SY3489
 SY3489|---------------------------------------------------------------------|
 SY3489| PID    Reference Object                     Distance      Geod. Az  |
 SY3489|                                                           dddmmss.s |
 SY3489| CF7190 BOSTIAN RM 1                         20.442 METERS 25435     |
 SY3489| SY3490 BOTHELL MUN STANDPIPE               APPROX. 5.0 KM 2692739.8 |
 SY3489| CF7192 BOSTIAN RM 3                                       27843     |
 SY3489| CF7191 BOSTIAN RM 2                         15.227 METERS 35107     |
 SY3489|---------------------------------------------------------------------|
 SY3489
 SY3489                          SUPERSEDED SURVEY CONTROL
 SY3489
 SY3489  NAD 83(1986)-  47 46 32.48165(N)    122 07 53.07151(W) AD(       ) 1
 SY3489  NAD 27      -  47 46 33.12610(N)    122 07 48.62552(W) AD(       ) 1
 SY3489  NGVD 29 (07/19/86)  149.5    (m)          490.     (f) VERT ANG       
 SY3489
 SY3489.Superseded values are not recommended for survey control.
 SY3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3489.See file dsdata.txt to determine how the superseded data were derived.
 SY3489
 SY3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6507391735(NAD 83)
 SY3489_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3489
 SY3489  HISTORY     - Date     Condition        Report By
 SY3489  HISTORY     - 1973     MONUMENTED       NGS
 SY3489
 SY3489                          STATION DESCRIPTION
 SY3489
 SY3489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3489'THE STATION IS LOCATED ABOUT 5 MILES EAST-NORTHEAST OF BOTHELL, 2
 SY3489'MILES NORTHEAST OF WOODINVILLE, 1 MILE EAST OF STATE HIGHWAY 522
 SY3489'AND JUST SOUTH OF THE KING-SNOHOMISH COUNTY LINE.  IT IS ON THE
 SY3489'PROPERTY OF MR. PAUL J. ZEMAN OF MC DERMOTT AND ASSOCIATES
 SY3489'INCORPORATED REAL ESTATE.  TELEPHONE NUMBER MA2-3424.
 SY3489'
 SY3489'TO REACH THE STATION FROM THE POST OFFICE IN WOODINVILLE, GO EAST
 SY3489'ON THE WOODINVILLE-DUVALL ROAD FOR 2.05 MILES TO A SIDE ROAD ON
 SY3489'THE LEFT, TURN LEFT AND GO NORTH ON 156 AVE NE FOR 0.95 MILE TO
 SY3489'THE KING-SNOHOMISH COUNTY LINE AND THE STATION ON THE RIGHT.
 SY3489'
 SY3489'THE STATION MARK IS A STANDARD DISK STAMPED BOSTIAN 1973, SET IN
 SY3489'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES IN DIAMETER
 SY3489'AND FLUSH WITH THE GROUND SURFACE.  IT IS 95 FEET EAST OF THE
 SY3489'CENTER LINE OF 156 AVE NE, 66 FEET NORTHWEST OF THE NORTHWEST
 SY3489'CORNER OF A HOUSE, 20.5 FEET NORTH OF AN EAST-WEST FENCE, 15.5
 SY3489'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND 5.2 FEET NORTH
 SY3489'OF A METAL WITNESS POST.
 SY3489'
 SY3489'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOSTIAN NO 1 1973,
 SY3489'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES IN
 SY3489'DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS 66 FEET
 SY3489'WEST-SOUTHWEST OF A METAL WITNESS POST, 30 FEET EAST OF THE CENTER
 SY3489'LINE OF 156 AVE NE AND 1.9 FEET NORTHEAST OF A FENCE POST.
 SY3489'
 SY3489'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOSTIAN NO 2 1973,
 SY3489'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES IN
 SY3489'DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS 69-1/2 FEET
 SY3489'NORTH OF THE FENCE, AND 2.0 FEET SOUTHWEST OF A METAL WITNESS
 SY3489'POST.
 SY3489'
 SY3489'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BOSTIAN NO 3 1973,
 SY3489'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES IN
 SY3489'DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT
 SY3489'IS 32 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 SY3489'7.8 FEET SOUTHWEST OF A METAL WITNESS POST, 2 FEET EAST OF POWER
 SY3489'LINE POLE NUMBER 8537 AND 2 FEET SOUTH OF AN EAST-WEST FENCE.
 SY3489'
 SY3489'NOTE--NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO HEAVY BRUSH
 SY3489'AND TREES ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0495 ***********************************************************************
 TQ0495  DESIGNATION -  BOSTON PEAK
 TQ0495  PID         -  TQ0495
 TQ0495  STATE/COUNTY-  WA/SKAGIT
 TQ0495  USGS QUAD   -  CASCADE PASS (1974)
 TQ0495
 TQ0495                         *CURRENT SURVEY CONTROL
 TQ0495  ___________________________________________________________________
 TQ0495* NAD 83(1991)-  48 29 43.51114(N)    121 02 10.18081(W)     ADJUSTED  
 TQ0495* NAVD 88     -                                                        
 TQ0495  ___________________________________________________________________
 TQ0495  LAPLACE CORR-          10.66  (seconds)                    DEFLEC99
 TQ0495  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 TQ0495
 TQ0495  HORZ ORDER  -  THIRD
 TQ0495
 TQ0495.The horizontal coordinates were established by classical geodetic methods
 TQ0495.and adjusted by the National Geodetic Survey in December 1991..
 TQ0495
 TQ0495
 TQ0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0495
 TQ0495.The geoid height was determined by GEOID03.
 TQ0495
 TQ0495;                    North         East     Units Scale Factor Converg.
 TQ0495;SPC WA N     -   166,287.131   485,009.932   MT  0.99996395   -0 09 03.6
 TQ0495;SPC WA N     -   545,560.36  1,591,236.75   sFT  0.99996395   -0 09 03.6
 TQ0495;UTM  10      - 5,373,228.856   645,082.039   MT  0.99985861   +1 28 15.5
 TQ0495
 TQ0495                          SUPERSEDED SURVEY CONTROL
 TQ0495
 TQ0495  NAD 83(1986)-  48 29 43.51376(N)    121 02 10.17877(W) AD(       ) 4
 TQ0495  NAD 27      -  48 29 44.07200(N)    121 02 05.82300(W) AD(       ) 3
 TQ0495
 TQ0495.Superseded values are not recommended for survey control.
 TQ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0495.See file dsdata.txt to determine how the superseded data were derived.
 TQ0495
 TQ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU4508273229(NAD 83)
 TQ0495
 TQ0495  HISTORY     - Date     Condition        Report By
 TQ0495  HISTORY     - 1950     MONUMENTED       CGS
 TQ0495
 TQ0495                          STATION DESCRIPTION
 TQ0495
 TQ0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WHR)
 TQ0495'THE STATION IS A HIGH, PROMINENT PEAK LOCATED ON THE CASCADE
 TQ0495'DIVIDE, ABOUT 20 MILES AIRLINE NORTHWEST OF THE NORTHERN END OF
 TQ0495'LAKE CHELAN AND ABOUT 40 MILES AIRLINE WEST OF WINTHROP.
 TQ0495'
 TQ0495'THE POINT INTERSECTED WAS A CAIRN ON THE HIGHEST POINT OF THE
 TQ0495'MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0522 ***********************************************************************
 TQ0522  DESIGNATION -  BOSWORTH
 TQ0522  PID         -  TQ0522
 TQ0522  STATE/COUNTY-  WA/SNOHOMISH
 TQ0522  USGS QUAD   -  GRANITE FALLS (1989)
 TQ0522
 TQ0522                         *CURRENT SURVEY CONTROL
 TQ0522  ___________________________________________________________________
 TQ0522* NAD 83(1991)-  48 02 32.48428(N)    121 59 25.50674(W)     ADJUSTED  
 TQ0522* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 TQ0522  ___________________________________________________________________
 TQ0522  LAPLACE CORR-          17.07  (seconds)                    DEFLEC99
 TQ0522  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 TQ0522
 TQ0522  HORZ ORDER  -  FIRST
 TQ0522
 TQ0522.The horizontal coordinates were established by classical geodetic methods
 TQ0522.and adjusted by the National Geodetic Survey in December 1991..
 TQ0522
 TQ0522.The orthometric height was scaled from a topographic map.
 TQ0522
 TQ0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0522
 TQ0522.The geoid height was determined by GEOID03.
 TQ0522
 TQ0522;                    North         East     Units Scale Factor Converg.
 TQ0522;SPC WA N     -   116,539.952   413,730.971   MT  0.99994312   -0 51 41.3
 TQ0522;SPC WA N     -   382,348.16  1,357,382.36   sFT  0.99994312   -0 51 41.3
 TQ0522;UTM  10      - 5,321,501.042   575,248.162   MT  0.99966957   +0 45 02.9
 TQ0522
 TQ0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0522!SPC WA N     -   0.99997183  x   0.99994312  =   0.99991495
 TQ0522!UTM  10      -   0.99997183  x   0.99966957  =   0.99964141
 TQ0522
 TQ0522|---------------------------------------------------------------------|
 TQ0522| PID    Reference Object                     Distance      Geod. Az  |
 TQ0522|                                                           dddmmss.s |
 TQ0522| CF4152 BOSWORTH RM 1                        23.823 METERS 05332     |
 TQ0522| CF4151 BOSWORTH AZ MK                                     1432918.7 |
 TQ0522| CF4153 BOSWORTH RM 2                        34.255 METERS 17512     |
 TQ0522|---------------------------------------------------------------------|
 TQ0522
 TQ0522                          SUPERSEDED SURVEY CONTROL
 TQ0522
 TQ0522  NAD 83(1986)-  48 02 32.48067(N)    121 59 25.50185(W) AD(       ) 1
 TQ0522  NAD 27      -  48 02 33.12400(N)    121 59 21.03700(W) AD(       ) 1
 TQ0522
 TQ0522.Superseded values are not recommended for survey control.
 TQ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0522.See file dsdata.txt to determine how the superseded data were derived.
 TQ0522
 TQ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU7524821501(NAD 83)
 TQ0522_MARKER: Z = SEE DESCRIPTION
 TQ0522_SETTING: 0 = UNSPECIFIED SETTING
 TQ0522
 TQ0522  HISTORY     - Date     Condition        Report By
 TQ0522  HISTORY     - 1941     MONUMENTED       CGS
 TQ0522  HISTORY     - 1961     SEE DESCRIPTION  BPA
 TQ0522  HISTORY     - 1985     GOOD             WADNR
 TQ0522
 TQ0522                          STATION DESCRIPTION
 TQ0522
 TQ0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 TQ0522'STATION IS 2-1/2 MILES SSW OF GRANITE FALLS, 2-1/2 MILES E OF
 TQ0522'LOCHLOY, 11 MILES ENE OF EVERETT, AND 1/2 MILE W OF BOSWORTH
 TQ0522'LAKE.  ON THE CREST OF A PROMINENT RIDGE THAT HAS BEEN LOGGED OFF
 TQ0522'IN RECENT YEARS, NEAR THE NW END OF THE RIDGE.  ON THE PROPERTY OF
 TQ0522'THE K AND K LUMBER COMPANY.
 TQ0522'
 TQ0522'STATION MARK IS A STANDARD DISK SET IN A 2-INCH PIPE PROJECTING 6
 TQ0522'INCHES.  IT IS STAMPED BOSWORTH 1941.  A WHITE 4 BY 4 WITNESS POST
 TQ0522'IS 5 FEET W OF THE STATION.
 TQ0522'
 TQ0522'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A 2-INCH PIPE
 TQ0522'PROJECTING 6 INCHES, AND STAMPED BOSWORTH NO.1 1941.
 TQ0522'
 TQ0522'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A 2-INCH PIPE
 TQ0522'PROJECTING 6 INCHES, AND STAMPED BOSWORTH NO.2 1941.
 TQ0522'
 TQ0522'THE AZIMUTH MARK, A STANDARD U.S.G.S. BENCH MARK DISK SET IN A
 TQ0522'BOULDER, IS STAMPED BURN 1941.  A REFERENCE MARK IS ABOUT 15 FEET
 TQ0522'W OF THIS BENCH MARK, STAMPED NO.1 BURN 1941.
 TQ0522'
 TQ0522'TO REACH THE STATION FROM EVERETT, CORNER OF BROADWAY AND HEWITT
 TQ0522'AVENUE, GO E ON HEWITT AVENUE ACROSS THE SNOHOMISH RIVER BRIDGE FOR
 TQ0522'2.9 MILES TO A CROSS ROAD AT THE E END OF A CAUSEWAY.  CONTINUE
 TQ0522'STRAIGHT AHEAD 2.1 MILES TO A JUNCTION.  TURN LEFT, (N) AND FOLLOW
 TQ0522'THE PAVED ROAD ALONG THE E SIDE OF LAKE STEVENS TO THE JUNCTION
 TQ0522'WITH STATE HIGHWAY 1-A AT HARTFORD POST OFFICE.  TURN LEFT, (N)
 TQ0522'FOR 2.5 MILES TO LEIGHTONS SERVICE STATION AT LOCHLOY.  TURN
 TQ0522'RIGHT, (E) ON GRAVEL ROAD 0.7 MILE, CROSSING THE PILCHUCK RIVER,
 TQ0522'TO A FARMHOUSE.  PASS BETWEEN THE BARN AND THE SILO AND
 TQ0522'CONTINUE ON MAIN-TRAVELED ROAD FOR 0.4 MILE TO A FORKS
 TQ0522'(WRECKED CAR BETWEEN ROADS).  TAKE LEFT FORK AND GO 0.1 MILE
 TQ0522'TO A FORKS.  TAKE RIGHT FORK AND GO 0.1 MILE TO A FORKS.  TAKE
 TQ0522'LEFT FORK AND GO 0.2 MILE TO A FORKS.  TAKE RIGHT FORK AND GO 0.5
 TQ0522'MILE TO THE NEAR END OF A PLANK BRIDGE AND END OF TRUCK TRAVEL.
 TQ0522'CROSS PLANK BRIDGE AND FOLLOW OLD ROAD UPHILL, BEARING TO LEFT,
 TQ0522'ABOUT 0.5 MILE TO AN OLD LOADING PLATFORM.  CONTINUE STRAIGHT
 TQ0522'AHEAD BY A FAINT TRAIL ABOUT 75 YARDS TO TOP OF RIDGE.
 TQ0522'
 TQ0522'OBSERVATIONS WERE TAKEN FROM A 103-FOOT STEEL TOWER.
 TQ0522'
 TQ0522'SIGNAL OVER AZIMUTH MARK IS VISIBLE FROM STATION (NOT MARK ITSELF).
 TQ0522
 TQ0522                          STATION RECOVERY (1961)
 TQ0522
 TQ0522'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1961
 TQ0522'TO REACH FROM EVERETT, AT THE INTERSECTION OF BROADWAY AND HEWITT
 TQ0522'AVENUE, GO EAST ON HEWITT AVENUE (U.S. HIGHWAY NO. 2) ACROSS THE
 TQ0522'SNOHOMISH RIVER BRIDGE FOR 2.9 MILES TO A CROSSROAD AT THE EAST
 TQ0522'END OF THE CAUSEWAY.  CONTINUE STRAIGHT AHEAD 1.7 MILES TO STATE
 TQ0522'HIGHWAY 1A.  CONTINUE STRAIGHT AHEAD ON PAVED ROAD 0.6 MILE TO A
 TQ0522'JUNCTION.  TURN LEFT NORTHEAST ON PAVED ROAD AND GO 0.4 MILE TO
 TQ0522'A FORK.  CONTINUE STRAIGHT AHEAD AROUND THE SOUTH SIDE OF LAKE
 TQ0522'STEVENS FOR 0.6 MILE TO A FORK.  TURN RIGHT AND GO 1.4 MILES TO A
 TQ0522'RAILROAD CROSSING.  CONTINUE NORTHEASTERLY ON PAVED ROAD 1.2
 TQ0522'MILES TO A SIDE ROAD RIGHT (SIGN, LAKE BOSWORTH).  TURN RIGHT ON
 TQ0522'PAVED ROAD, CROSSING PILCHUCK RIVER, AND GO NORTHEASTERLY
 TQ0522'ON PAVED ROAD 1.6 MILES TO A FORK (SIGN, LAKE BOSWORTH,
 TQ0522'NEWBERG).  TAKE LEFT FORK AND GO NORTHERLY ON MAIN TRAVELED
 TQ0522'ROAD TO A 90-DEGREE TURN RIGHT AND THE END OF TRUCK TRAVEL.
 TQ0522'
 TQ0522'WE FOLLOWED SECTION LINE SURVEY, SLASHING NORTH BETWEEN SECTIONS 35
 TQ0522'AND 36, APPROXIMATELY 1,000 FEET TO STATION 50 + OR - FEET WEST OF
 TQ0522'CUTTING.  EXTREMELY BRUSHY AT THIS STATION AND WE COULD NOT USE IT,
 TQ0522'SO THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 TQ0522
 TQ0522                          STATION RECOVERY (1985)
 TQ0522
 TQ0522'RECOVERY NOTE BY WA DEPT OF NAT RES 1985 (EEO)
 TQ0522'BOSWORTH 1941 FOUND GOOD.
 TQ0522'
 TQ0522'BOSWORTH NO. 1 1941 FOUND GOOD.
 TQ0522'
 TQ0522'BOSWORTH NO. 2 1941 FOUND GOOD.
 TQ0522'
 TQ0522'NEW DESCRIPTION - FROM STOP LIGTS IN GRANITE FALLS GO S. ON ROBE
 TQ0522'MENZEL RD. 2.9 MILES, THEN R. ON LK. BOSWORTH DR. 0.7 MILES, THEN
 TQ0522'R. 0.1 MILES, THEN L. 0.5 MILES ON LERCH RD, THEN L. ON 48TH N.E.
 TQ0522'0.7 MILES TO 18015-48TH N.E.  THEN N. ON PRIVITE RD. 0.2 MILES TO A
 TQ0522'LOG HOUSE.  FROM N.W. CORNER OF HOUSE GO 190 FT. AT N53W TO STA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3482 ***********************************************************************
 SY3482  DESIGNATION -  BOTHELL
 SY3482  PID         -  SY3482
 SY3482  STATE/COUNTY-  WA/KING
 SY3482  USGS QUAD   -  BOTHELL (1981)
 SY3482
 SY3482                         *CURRENT SURVEY CONTROL
 SY3482  ___________________________________________________________________
 SY3482* NAD 83(1991)-  47 46 21.77572(N)    122 12 01.42047(W)     ADJUSTED  
 SY3482* NAVD 88     -       111.44   (+/-2cm)     365.6    (feet)  VERTCON   
 SY3482  ___________________________________________________________________
 SY3482  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 SY3482  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 SY3482
 SY3482  HORZ ORDER  -  SECOND
 SY3482  VERT ORDER  -  THIRD ? (See Below)
 SY3482
 SY3482.The horizontal coordinates were established by classical geodetic methods
 SY3482.and adjusted by the National Geodetic Survey in December 1991..
 SY3482
 SY3482.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3482.The vertical order pertains to the NGVD 29 superseded value.
 SY3482
 SY3482.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3482
 SY3482.The geoid height was determined by GEOID03.
 SY3482
 SY3482;                    North         East     Units Scale Factor Converg.
 SY3482;SPC WA N     -    86,821.911   397,544.737   MT  0.99996031   -1 01 04.1
 SY3482;SPC WA N     -   284,848.22  1,304,278.02   sFT  0.99996031   -1 01 04.1
 SY3482;UTM  10      - 5,291,348.552   559,908.303   MT  0.99964410   +0 35 31.6
 SY3482
 SY3482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3482!SPC WA N     -   0.99998622  x   0.99996031  =   0.99994653
 SY3482!UTM  10      -   0.99998622  x   0.99964410  =   0.99963032
 SY3482
 SY3482|---------------------------------------------------------------------|
 SY3482| PID    Reference Object                     Distance      Geod. Az  |
 SY3482|                                                           dddmmss.s |
 SY3482| CF7194 BOTHELL RM 1                         11.905 METERS 00209     |
 SY3482| CF7195 BOTHELL RM 3                          9.387 METERS 08624     |
 SY3482| CF7193 BOTHELL AZ MK                                      2414006.3 |
 SY3482| SY4881 LAKE FOREST                         APPROX. 5.8 KM 2680736.6 |
 SY3482|---------------------------------------------------------------------|
 SY3482
 SY3482                          SUPERSEDED SURVEY CONTROL
 SY3482
 SY3482  NAD 83(1986)-  47 46 21.76855(N)    122 12 01.42355(W) AD(       ) 2
 SY3482  NAD 27      -  47 46 22.41400(N)    122 11 56.97800(W) AD(       ) 2
 SY3482  NGVD 29 (07/19/86)  110.34   (m)          362.0    (f) LEVELING    3  
 SY3482
 SY3482.Superseded values are not recommended for survey control.
 SY3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3482.See file dsdata.txt to determine how the superseded data were derived.
 SY3482
 SY3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5990891349(NAD 83)
 SY3482_MARKER: Z = SEE DESCRIPTION
 SY3482_SETTING: 0 = UNSPECIFIED SETTING
 SY3482
 SY3482  HISTORY     - Date     Condition        Report By
 SY3482  HISTORY     - 1937     MONUMENTED       WAGS
 SY3482  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY3482  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY3482  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY3482  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY3482  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY3482  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 SY3482
 SY3482                          STATION DESCRIPTION
 SY3482
 SY3482'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY3482'STATION IS IN NW 1/4 SEC. 5, T.26, R.5.  IT IS LOCATED ON A RIDGE
 SY3482'ABOUT 1 MILE N OF BOTHELL.  IT IS 369.50 FEET S OF THE GARAGE OF
 SY3482'C.V. AND N.F. MARLATT.
 SY3482'
 SY3482'STATION MARK IS A STANDARD STATE SURVEY DISK MARKED KING COUNTY
 SY3482'AERIAL SURVEY SET IN A BOULDER.
 SY3482'
 SY3482'FROM FIRST AVENUE AND MAIN STREET IN BOTHELL, GO N ON FIRST AVENUE
 SY3482'0.4 MILE TO WILLOW STREET.  TURN LEFT (W) ON WILLOW STREET SHORT
 SY3482'BLOCK TO BECKSTROM ROAD.  GO 0.3 MILE TO A ROAD ON THE RIGHT (E).
 SY3482'TAKE E ROAD.  GO 0.3 MILE, TURN N.  RUN 0.2 MILE TO A PRIVATE ROAD
 SY3482'ON THE RIGHT (E) LEADING INTO THE FARM OF C.H. MILAM.
 SY3482
 SY3482                          STATION RECOVERY (1943)
 SY3482
 SY3482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY3482'STATION IS IN THE SE 1/4 NW 1/4 SEC. 5, T. 26 N., R. 5 E., ABOUT 1
 SY3482'MILE N OF BOTHELL.  IT IS 11.7 METERS S OF THE FENCE LINE BETWEEN
 SY3482'MARLATT AND MOORE FARMS, 188.5 FEET SE OF MARLATTS GARAGE, 33.8
 SY3482'METERS S. 70 DEG E. MAG. OF 4-INCH MAPLE TREE IN FENCE LINE, 66
 SY3482'METERS N. 1 DEG E. MAG. OF SMALL HOUSE ON TOP OF RIDGE, AND ON
 SY3482'ROAD LEADING INTO MR. MOORES RESIDENCE.
 SY3482'
 SY3482'STATION MARK IS A BRONZE STATION DISK, NOT STAMPED, SET IN DRILL HOLE
 SY3482'IN BOULDER ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND.
 SY3482'
 SY3482'REFERENCE MARK IS A BRONZE REFERENCE DISK SET IN SMALL CONCRETE POST
 SY3482'FLUSH WITH SURFACE OF THE GROUND, IN THE FENCE LINE 11.7 METERS N.
 SY3482'1/2 DEG E. MAG. OF STATION.
 SY3482'
 SY3482'THE DISTANCE OF 369.5 FEET S OF MARLATTS GARAGE IN ORIGINAL
 SY3482'DESCRIPTION SHOULD BE 188.5 FEET SE OF THE GARAGE.  THE DISTANCE
 SY3482'20 PACES S OF THE FENCE SHOULD BE 11.7 METERS.  THE DISTANCE OF
 SY3482'369.8 FEET IS FROM THE STATION TO THE ROAD INTERSECTION TO SW.
 SY3482
 SY3482                          STATION RECOVERY (1953)
 SY3482
 SY3482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3482'THIS STATION RECOVERED AS DESCRIBED EXCEPT THAT IT IS MARKED WITH A
 SY3482'STANDARD U.S.C. AND G.S. DISK, WHICH IS NOT STAMPED, AND IS SET IN
 SY3482'A BOULDER ABOUT 8 IN. BELOW THE GROUND SURFACE.
 SY3482'
 SY3482'BECKSTROM ROAD IS NOW NUMBERED 100 AVENUE NE, AND THE FIRST ROAD
 SY3482'ON THE RIGHT (E) IS NOW NE 195 STREET.  THE FARM IS NOW OWNED BY A
 SY3482'MR. MOORE.
 SY3482
 SY3482                          STATION RECOVERY (1955)
 SY3482
 SY3482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY3482'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO BE IN
 SY3482'EXCELLENT CONDITION.  AN AZIMUTH MARK AND REFERENCE MARK 3 WERE
 SY3482'ESTABLISHED BY THIS PARTY.
 SY3482'
 SY3482'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 SY3482'
 SY3482'THE STATION IS LOCATED IN THE NE CORNER OF A SMALL CULTIVATED FIELD,
 SY3482'ON THE PROPERTY OWNED BY MR. CHARLES S. STONE, ABOUT 105 FT. NW OF
 SY3482'A SMALL LOG HOUSE, 39.5 FT. S OF A FENCE AND 31.5 FT. W OF A WOVEN
 SY3482'WIRE FENCE.  IT IS A STANDARD DISK, CEMENTED IN A DRILL HOLE IN A
 SY3482'BURIED BOULDER.  THE MARK BEARS NO STAMPING AND IS ABOUT 8 IN.
 SY3482'BELOW THE SURFACE OF THE GROUND.
 SY3482'
 SY3482'REFERENCE MARK 1 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE IN A
 SY3482'BURIED BOULDER, 36 FT. W OF A FENCE CORNER AND IS SET DIRECTLY UNDER
 SY3482'A FENCE.  THE MARK BEARS NO STAMPING AND IS FLUSH WITH THE SURFACE OF
 SY3482'THE GROUND.
 SY3482'
 SY3482'REFERENCE MARK 3 IS 33 FT. S OF A FENCE CORNER AND 0.5 FT. W OF A
 SY3482'WOVEN WIRE FENCE.  IT IS STAMPED BOTHELL 1937 NO 3 AND IS SET
 SY3482'FLUSH (NOTE 11A).
 SY3482'
 SY3482'THE AZIMUTH MARK IS 102 FT. E OF THE CENTER OF 92ND AVENUE NORTHEAST,
 SY3482'19 FT. S OF THE CENTER OF 191ST STREET NORTHEAST, 7 FT. W OF A
 SY3482'POWERLINE POLE AND 2.5 FT. E OF A WITNESS POST.  IT IS STAMPED
 SY3482'BOTHELL 1937 1955 AND IS SET FLUSH (NOTE 16A).
 SY3482'
 SY3482'TO REACH THE STATION FROM THE POST OFFICE IN BOTHELL, GO W FOR 0.1
 SY3482'MI. TO EVERETT WAY.  TURN RIGHT AND GO N ON EVERETT WAY FOR 0.35
 SY3482'MI. TO WILLOW STREET.  TURN RIGHT AND GO E ON WILLOW STREET FOR 0.15
 SY3482'MI. TO BECKSTROM ROAD.  TURN LEFT AND GO N ON BECKSTROM ROAD FOR
 SY3482'0.2 MI. TO N.E. 195TH STREET.  TURN RIGHT AND GO E ON 195TH STREET
 SY3482'FOR 0.2 MI.  TURN LEFT AND GO N FOR 0.15 MI. TO A SIDE ROAD RIGHT.
 SY3482'TURN RIGHT AND GO E FOR 0.05 MI. TO A DRIVEWAY ON THE LEFT.  TURN
 SY3482'LEFT AND GO N ON A DIM TRACK ROAD FOR 0.15 MI. TO THE STATION IN THE
 SY3482'NE CORNER OF THE FIELD AS DESCRIBED.
 SY3482'
 SY3482'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN BOTHELL, GO W FOR
 SY3482'0.1 MI. TO EVERETT WAY.  TURN RIGHT AND GO N ON EVERETT WAY FOR
 SY3482'0.35 MI. TO N.E. 195TH STREET.  TURN LEFT AND GO W ON N.E. 195TH
 SY3482'STREET FOR 0.3 MI. TO THE MARK ON THE LEFT AS DESCRIBED.
 SY3482
 SY3482                          STATION RECOVERY (1962)
 SY3482
 SY3482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY3482'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 SY3482'FOUND, REFERENCE MARK NO. 3 WAS NOT FOUND.  THE DIRECTIONS FOR
 SY3482'REACHING THE STATION, GIVEN IN THE 1955 DESCRIPTION ARE ADEQUATE.
 SY3482'HOWEVER, BECKSTROM ROAD IS NOW CALLED 100 AVENUE NE.  THE PROPERTY
 SY3482'IS NOW OWNED BY MR. HAROLD MOORE.  THE FIELD IS NO LONGER CULTIVATED,
 SY3482'BUT IS GRASSLAND.  THE WOVEN WIRE FENCE AND THE EAST-WEST FENCE ARE
 SY3482'GONE, BUT THERE IS A RIDGE WHERE THE EAST-WEST FENCE WAS AND
 SY3482'REFERENCE MARK NO. 1 IS ON THIS RIDGE.  FOLLOWING IS ADDITIONAL
 SY3482'INFORMATION WHICH WILL BE HELPFUL IN LOCATING THE STATION.
 SY3482'
 SY3482'THE STATION MARK IS 167 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 SY3482'THE PATIO AT MRS. OLSONS BROWN HOUSE, 158 FEET NORTHEAST OF A POWER
 SY3482'POLE WHICH IS 109 FEET NORTH-NORTHWEST OF THE INTERSECTION OF THE
 SY3482'DIRT ROAD AND THE DRIVEWAY.  THE MARK IS 81-1/2 FEET NORTHWEST OF
 SY3482'THE NORTHWEST CORNER OF A SMALL CEMENT-BLOCK PUMP HOUSE AND FROM THE
 SY3482'NORTHWEST CORNER OF THE PUMP HOUSE THE STATION IS IN LINE WITH THE
 SY3482'CENTER OF THE WESTERN ONE OF A PAIR OF GLASS DOORS LEADING TO THE
 SY3482'PATIO OF MRS. OLSONS HOUSE.
 SY3482'
 SY3482'REFERENCE MARK NO. 1 IS 188-1/2 FEET NORTHEAST OF THE POWER POLE,
 SY3482'131.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MRS. OLSONS PATIO
 SY3482'AND 119.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE PUMP HOUSE.
 SY3482'
 SY3482'IN THE 1955 DIRECTIONS TO REACH THE AZIMUTH MARK IT IS NE 191 ST.
 SY3482'INSTEAD OF 195 ST.  THE POWER POLES HAVE BEEN CHANGED AND THE MARK
 SY3482'IS NOW 76 FEET WEST OF A POWER POLE WITH A TRANSFORMER.  THE MARK
 SY3482'HAS BEEN DISTURBED, THE TOP SLANTS TO THE SOUTH AND THE MARK
 SY3482'PROJECTS ABOUT 6 INCHES.
 SY3482
 SY3482                          STATION RECOVERY (1969)
 SY3482
 SY3482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY3482'THE STATION MARK WAS DESTROYED WHEN THE PATIO AND LAWN WAS PUT IN
 SY3482'BEHIND THE HOUSE AT 19811 105TH PLACE NORTHEAST, BOTHELL.  AN
 SY3482'UNSTAMPED REFERENCE MARK DISK WAS FOUND IN A BOULDER FLUSH WITH THE
 SY3482'GROUND, 30 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NO.
 SY3482'19811, AND ABOUT 3 FEET HIGHER THAN THE LAWN.  THERE WAS A METAL
 SY3482'WITNESS POST 1 FOOT WEST OF THE MARK.
 SY3482
 SY3482                          STATION RECOVERY (1995)
 SY3482
 SY3482'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY3482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3490 ***********************************************************************
 SY3490  DESIGNATION -  BOTHELL MUN STANDPIPE
 SY3490  PID         -  SY3490
 SY3490  STATE/COUNTY-  WA/KING
 SY3490  USGS QUAD   -  BOTHELL (1981)
 SY3490
 SY3490                         *CURRENT SURVEY CONTROL
 SY3490  ___________________________________________________________________
 SY3490* NAD 83(1991)-  47 46 30.88649(N)    122 11 54.69993(W)     ADJUSTED  
 SY3490* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 SY3490  ___________________________________________________________________
 SY3490  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 SY3490  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SY3490
 SY3490  HORZ ORDER  -  THIRD
 SY3490
 SY3490.The horizontal coordinates were established by classical geodetic methods
 SY3490.and adjusted by the National Geodetic Survey in December 1991..
 SY3490
 SY3490.The orthometric height was scaled from a topographic map.
 SY3490
 SY3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3490
 SY3490.The geoid height was determined by GEOID03.
 SY3490
 SY3490;                    North         East     Units Scale Factor Converg.
 SY3490;SPC WA N     -    87,100.758   397,689.623   MT  0.99996004   -1 00 59.1
 SY3490;SPC WA N     -   285,763.07  1,304,753.37   sFT  0.99996004   -1 00 59.1
 SY3490;UTM  10      - 5,291,631.270   560,045.255   MT  0.99964430   +0 35 36.7
 SY3490
 SY3490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3490!SPC WA N     -   0.99998564  x   0.99996004  =   0.99994568
 SY3490!UTM  10      -   0.99998564  x   0.99964430  =   0.99962995
 SY3490
 SY3490                          SUPERSEDED SURVEY CONTROL
 SY3490
 SY3490  NAD 83(1986)-  47 46 30.87867(N)    122 11 54.70321(W) AD(       ) 4
 SY3490  NAD 27      -  47 46 31.52579(N)    122 11 50.25199(W) AD(       ) 3
 SY3490
 SY3490.Superseded values are not recommended for survey control.
 SY3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3490.See file dsdata.txt to determine how the superseded data were derived.
 SY3490
 SY3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6004591631(NAD 83)
 SY3490
 SY3490  HISTORY     - Date     Condition        Report By
 SY3490  HISTORY     - 1973     MONUMENTED       NGS
 SY3490  HISTORY     - 19950318 GOOD             USPSQD
 SY3490  HISTORY     - 20010331 GOOD             NGS
 SY3490
 SY3490                          STATION DESCRIPTION
 SY3490
 SY3490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3490'THE STATION IS THE FINIAL ATOP THE BOTHELL WATER DEPARTMENT
 SY3490'STANDPIPE, WHICH IS LOCATED IN THE NORTHEAST PART OF BOTHELL,
 SY3490'ABOUT 0.1 MILE SOUTH OF THE KING-SNOHOMISH COUNTY LINE AND ON
 SY3490'BECKSTROM HILL.  THE STANDPIPE IS APPROXIMATELY 85 FEET HIGH AND
 SY3490'IS PAINTED GREEN.
 SY3490'
 SY3490'TO REACH FROM THE INTERSECTION OF NE 182ND ST. AND 104TH AVE. NE,
 SY3490'IN BOTHELL, GO NORTH ON 104TH AVE. NE FOR 1.0 MILE TO A SIDE ROAD
 SY3490'RIGHT.  TURN RIGHT AND GO EAST AND NORTH FOR 0.15 MILE TO THE
 SY3490'STANDPIPE ON THE RIGHT.
 SY3490'
 SY3490'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BECKS
 SY3490'1973, THE DISTANCE BEING 42.75 FEET OR (13.030) METERS EAST OF THE
 SY3490'TRIANGULATION STATION.
 SY3490
 SY3490                          STATION RECOVERY (1995)
 SY3490
 SY3490'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY3490'RECOVERED IN GOOD CONDITION.
 SY3490
 SY3490                          STATION RECOVERY (2001)
 SY3490
 SY3490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY3490'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1866 ***********************************************************************
 SY1866  DESIGNATION -  BOULDER
 SY1866  PID         -  SY1866
 SY1866  STATE/COUNTY-  WA/CLALLAM
 SY1866  USGS QUAD   -  BOGACHIEL PEAK (1950)
 SY1866
 SY1866                         *CURRENT SURVEY CONTROL
 SY1866  ___________________________________________________________________
 SY1866* NAD 83(1991)-  47 58 18.05366(N)    123 45 26.88572(W)     ADJUSTED  
 SY1866* NAVD 88     -      1728.9    (meters)    5672.     (feet)  VERTCON   
 SY1866  ___________________________________________________________________
 SY1866  LAPLACE CORR-           9.89  (seconds)                    DEFLEC99
 SY1866  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 SY1866
 SY1866  HORZ ORDER  -  SECOND
 SY1866
 SY1866.The horizontal coordinates were established by classical geodetic methods
 SY1866.and adjusted by the National Geodetic Survey in December 1991..
 SY1866
 SY1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1866
 SY1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1866
 SY1866.The geoid height was determined by GEOID03.
 SY1866
 SY1866;                    North         East     Units Scale Factor Converg.
 SY1866;SPC WA N     -   112,180.736   281,730.433   MT  0.99994550   -2 10 37.5
 SY1866;SPC WA N     -   368,046.30    924,310.60   sFT  0.99994550   -2 10 37.5
 SY1866;UTM  10      - 5,313,430.355   443,465.527   MT  0.99963927   -0 33 45.6
 SY1866
 SY1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1866!SPC WA N     -   0.99973225  x   0.99994550  =   0.99967776
 SY1866!UTM  10      -   0.99973225  x   0.99963927  =   0.99937161
 SY1866
 SY1866:                Primary Azimuth Mark                     Grid Az
 SY1866:SPC WA N     -  MT CARRIE                                138 55 58.6
 SY1866:UTM  10      -  MT CARRIE                                137 19 06.7
 SY1866
 SY1866|---------------------------------------------------------------------|
 SY1866| PID    Reference Object                     Distance      Geod. Az  |
 SY1866|                                                           dddmmss.s |
 SY1866| SY1859 MT CARRIE                           APPROX.11.8 KM 1364521.1 |
 SY1866| SY1858 APPLETON PEAK                       APPROX. 3.0 KM 1414458.5 |
 SY1866| DD9435 BOULDER RM 1                          4.483 METERS 22245     |
 SY1866| SY1869 SLIDE                               APPROX.11.8 KM 2530657.5 |
 SY1866| DD9436 BOULDER RM 2                          6.772 METERS 30638     |
 SY1866|---------------------------------------------------------------------|
 SY1866
 SY1866                          SUPERSEDED SURVEY CONTROL
 SY1866
 SY1866  NAD 83(1986)-  47 58 18.05126(N)    123 45 26.88995(W) AD(       ) 2
 SY1866  NAD 27      -  47 58 18.73600(N)    123 45 22.18100(W) AD(       ) 2
 SY1866  NGVD 29 (07/19/86) 1727.7    (m)         5668.     (f) VERT ANG       
 SY1866
 SY1866.Superseded values are not recommended for survey control.
 SY1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1866.See file dsdata.txt to determine how the superseded data were derived.
 SY1866
 SY1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDU4346613430(NAD 83)
 SY1866_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1866_SETTING: 66 = SET IN ROCK OUTCROP
 SY1866
 SY1866  HISTORY     - Date     Condition        Report By
 SY1866  HISTORY     - 1955     MONUMENTED       CGS
 SY1866
 SY1866                          STATION DESCRIPTION
 SY1866
 SY1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY1866'THE STATION IS LOCATED ABOUT 19 MILES SOUTHWEST OF PORT ANGELES,
 SY1866'3.5 MILES WEST OF THE OLYMPIC HOT SPRINGS, AND ON BOULDER PEAK IN
 SY1866'THE OLYMPIC NATIONAL PARK.
 SY1866'
 SY1866'TO REACH FROM THE CLALLAM COUNTY COURTHOUSE IN PORT ANGELES, GO
 SY1866'SOUTH AND WEST ON U.S. HIGHWAY 101 FOR 8.4 MILES TO A SIDE ROAD
 SY1866'LEFT, JUST BEFORE REACHING THE BRIDGE OVER THE ELWHA RIVER, AND
 SY1866'SIGN ON THE LEFT OLYMPAC HOT SPRINGS.  TURN LEFT AND GO SOUTH ON
 SY1866'THE PAVED ROAD ALONG THE ELWHA RIVER FOR 12.6 MILES TO THE WEST
 SY1866'END OF THE OLYMPIC HOT SPRINGS CAMP GROUND AT THE SIGN BOULDER
 SY1866'LAKE 4 M, AND END OF TRUCK TRAVEL.  FROM THE END OF TRUCK
 SY1866'TRAVEL PACK WESTERLY ON A GOOD TRAIL AS PER SIGN BOULDER LAKE 4
 SY1866'M, FOR 1.0 MILE TO WHERE THE TRAIL FORKS.  TAKE THE RIGHT FORK AS
 SY1866'PER SIGN BOULDER LAKE 3 M, AND GO 3.0 MILES TO BOULDER LAKE
 SY1866'AND SHELTER.  FROM HERE PACK TO THE RIGHT OF THE LAKE
 SY1866'AND SOUTH TOWARD THE STATION PEAK, AND UP THE ROCKY RAVINE TO A
 SY1866'SNOW FIELD IN A ROCKY BASIN.  PACK ALONG THE WEST SIDE OF THE
 SY1866'SNOW FIELD TO A POINT ABOUT 50 YARDS BEFORE REACHING THE
 SY1866'STEEP CLIFFS.  TURN RIGHT, AND PACK NORTHWEST UP THE SIDE OF THE
 SY1866'RIDGE THROUGH THE OPEN AREAS TO THE TOP OF THE RIDGE.  THEN TURN
 SY1866'LEFT AND PACK SOUTHERLY ALONG THE TOP OF THE RIDGE AND UP THE
 SY1866'STEEP SLOPE TO THE TOP OF THE PEAK AND THE STATION.  HORSES
 SY1866'WERE TAKEN TO BOULDER LAKE (A GOOD CAMP SITE).  IT IS A 2 HOUR
 SY1866'HORSE PACK TO THE LAKE.  IT IS A 2-1/2 HOUR PACK FROM BOULDER
 SY1866'LAKE TO THE STATION.
 SY1866'
 SY1866'THE STATION MARK IS A STANDARD DISK STAMPED BOULDER 1955.  IT IS
 SY1866'SET IN A DRILL HOLE IN BEDROCK, FLUSH WITH THE GROUND.  THE MARK
 SY1866'IS ON THE HIGHEST POINT.
 SY1866'
 SY1866'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOULDER NO 1 1955.  IT
 SY1866'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE MARK IS 6 FEET
 SY1866'LOWER THAN THE STATION MARK.
 SY1866'
 SY1866'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOULDER NO 2 1955.  IT
 SY1866'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 SY1866'GROUND.  THE MARK IS 3 FEET LOWER THAN THE STATION MARK.
 SY1866'
 SY1866'AN AZIMUTH MARK WAS NOT SET FOR THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2906 ***********************************************************************
 SY2906  DESIGNATION -  BOULDER
 SY2906  PID         -  SY2906
 SY2906  STATE/COUNTY-  WA/KING
 SY2906  USGS QUAD   -  GIG HARBOR (1994)
 SY2906
 SY2906                         *CURRENT SURVEY CONTROL
 SY2906  ___________________________________________________________________
 SY2906* NAD 83(1991)-  47 21 12.87142(N)    122 31 38.97969(W)     ADJUSTED  
 SY2906* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 SY2906  ___________________________________________________________________
 SY2906  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 SY2906  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 SY2906
 SY2906  HORZ ORDER  -  SECOND
 SY2906
 SY2906.The horizontal coordinates were established by classical geodetic methods
 SY2906.and adjusted by the National Geodetic Survey in December 1991..
 SY2906
 SY2906.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2906
 SY2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2906
 SY2906.The geoid height was determined by GEOID03.
 SY2906
 SY2906;                    North         East     Units Scale Factor Converg.
 SY2906;SPC WA N     -    40,720.437   372,007.816   MT  1.00003053   -1 15 40.8
 SY2906;SPC WA N     -   133,596.97  1,220,495.64   sFT  1.00003053   -1 15 40.8
 SY2906;SPC WA S     -   226,529.117   346,833.266   MT  1.00000470   -1 28 21.9
 SY2906;SPC WA S     -   743,204.28  1,137,902.14   sFT  1.00000470   -1 28 21.9
 SY2906;UTM  10      - 5,244,565.111   535,684.814   MT  0.99961565   +0 20 51.2
 SY2906
 SY2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2906!SPC WA N     -   1.00000279  x   1.00003053  =   1.00003332
 SY2906!SPC WA S     -   1.00000279  x   1.00000470  =   1.00000749
 SY2906!UTM  10      -   1.00000279  x   0.99961565  =   0.99961844
 SY2906
 SY2906|---------------------------------------------------------------------|
 SY2906| PID    Reference Object                     Distance      Geod. Az  |
 SY2906|                                                           dddmmss.s |
 SY2906| CE3379 BOULDER RM 2                         23.270 METERS 01631     |
 SY2906| CE3378 BOULDER RM 1                         66.541 METERS 18209     |
 SY2906| SY2908 SPRING                              APPROX. 0.9 KM 1824239.5 |
 SY2906|---------------------------------------------------------------------|
 SY2906
 SY2906                          SUPERSEDED SURVEY CONTROL
 SY2906
 SY2906  NAD 83(1986)-  47 21 12.86709(N)    122 31 38.99284(W) AD(       ) 2
 SY2906  NAD 27      -  47 21 13.52500(N)    122 31 34.53000(W) AD(       ) 2
 SY2906  NGVD 29 (07/19/86)    3.7    (m)           12.     (f) VERT ANG       
 SY2906
 SY2906.Superseded values are not recommended for survey control.
 SY2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2906.See file dsdata.txt to determine how the superseded data were derived.
 SY2906
 SY2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3568544565(NAD 83)
 SY2906_MARKER: Z = SEE DESCRIPTION
 SY2906_SETTING: 0 = UNSPECIFIED SETTING
 SY2906
 SY2906  HISTORY     - Date     Condition        Report By
 SY2906  HISTORY     - 1934     MONUMENTED       CGS
 SY2906  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SY2906  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY2906  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY2906
 SY2906                          STATION DESCRIPTION
 SY2906
 SY2906'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY2906'STATION IS IN PUGET SOUND ON THE SOUTHERN PART OF VASHON ISLAND ON
 SY2906'THE E SHORE OF COLVOS PASSAGE ON THE BEACH AT THE FOOT OF A BLUFF,
 SY2906'1/4 MILE N OF THE WHARF AT SPRING BEACH ON A LARGE LIGHT-COLORED
 SY2906'BOULDER WHICH IS A PROMINENT LANDMARK VISIBLE FOR SEVERAL MILES.
 SY2906'THE STATION IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 SY2906'BOULDER WHICH PROJECTS 10 FEET ABOVE THE BEACH, 11 METERS INSIDE THE
 SY2906'HIGH-WATER LINE.
 SY2906'
 SY2906'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 SY2906'IN A GRANITE BOULDER 3 FEET ACROSS, 10 METERS INSIDE THE
 SY2906'HIGH-WATER LINE, PROJECTING 2 FEET ABOVE THE BEACH WITH ITS TOP AT
 SY2906'ABOUT HIGH WATER.
 SY2906'
 SY2906'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 SY2906'IN THE TOP OF A LOW WELL-BEDDED ROUNDED GRANITE BOULDER, 5 FEET
 SY2906'LONG, 9 METERS INSIDE THE HIGH-WATER LINE, 3 FEET BELOW HIGH WATER
 SY2906'AND PROJECTING 1-1/2 FEET ABOVE THE BEACH.
 SY2906
 SY2906                          STATION RECOVERY (1938)
 SY2906
 SY2906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HJO)
 SY2906'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE EXCEPT THE
 SY2906'DIRECTION OF REFERENCE MARK NO. 1 IS 359 DEG 26 MIN 46 SEC INSTEAD
 SY2906'OF 359 DEG 26 MIN 45 SEC.
 SY2906
 SY2906                          STATION RECOVERY (1964)
 SY2906
 SY2906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY2906'THE STATION MARK WAS RECOVERED ON A ROCK ABOUT 12 FEET HIGH, WHICH
 SY2906'IS THE ONLY LARGE ROCK IN THE VICINITY.
 SY2906'
 SY2906'REFERENCE MARK NO. 1 WAS NOT FOUND, BUT IT IS ASSUMED IT IS STILL
 SY2906'IN PLACE, BUT BURIED.  REFERENCE MARK NO. 2 WAS FOUND UNDER ABOUT
 SY2906'4 INCHES OF SAND, ALTHOUGH IN 1934 IT WAS REPORTED TO PROJECT 1-1/2
 SY2906'FEET ABOVE THE BEACH.  THE MARK IS 32 FEET WEST OF THE BANK AT THE
 SY2906'HIGH WATER LINE, AND WHEN STANDING ON THE MARK, POINT DEFIANCE IS
 SY2906'JUST VISIBLE PAST THE WEST EDGE OF THE ROCK THE STATION MARK IS ON.
 SY2906'
 SY2906'TO REACH THE STATION FROM THE FERRY DOCK AT THE SOUTH END OF VASHON
 SY2906'ISLAND, GO NORTHERLY ON THE BLACKTOP ROAD FOR 1.5 MILES TO A GRAVEL
 SY2906'SIDE ROAD LEFT, (SW 280 STREET), TURN LEFT AND GO WEST 0.8 MILE TO A
 SY2906'FORK, TAKE THE LEFT FORK AND GO 0.65 MILE TO SPRING BEACH, (SEVERAL
 SY2906'HOMES AND THE REMAINS OF AN OLD DOCK).  FROM THE DOCK, WALK NORTH
 SY2906'ALONG THE BEACH ABOUT 500 YARDS TO THE LARGE, LIGHT COLORED
 SY2906'BOULDER AND THE STATION.
 SY2906
 SY2906                          STATION RECOVERY (1976)
 SY2906
 SY2906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY2906'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1964.
 SY2906'THE REFERENCE MARKS WERE NOT FOUND.  THE STATION IS A STANDARD DISK
 SY2906'STAMPED BOULDER 1934 SET IN A DRILL HOLE ON TOP OF A 12 FOOT HIGH
 SY2906'BOULDER ON A BEACH.  THE STATION WAS REACHED BY A SMALL BOAT.
 SY2906'
 SY2906'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES NNW OF
 SY2906'RUSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3118 ***********************************************************************
 SY3118  DESIGNATION -  BOULDER
 SY3118  PID         -  SY3118
 SY3118  STATE/COUNTY-  WA/PIERCE
 SY3118  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3118
 SY3118                         *CURRENT SURVEY CONTROL
 SY3118  ___________________________________________________________________
 SY3118* NAD 83(1991)-  47 11 34.70950(N)    122 41 27.69499(W)     ADJUSTED  
 SY3118* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 SY3118  ___________________________________________________________________
 SY3118  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 SY3118  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 SY3118
 SY3118  HORZ ORDER  -  SECOND
 SY3118
 SY3118.The horizontal coordinates were established by classical geodetic methods
 SY3118.and adjusted by the National Geodetic Survey in December 1991..
 SY3118
 SY3118.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3118
 SY3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3118
 SY3118.The geoid height was determined by GEOID03.
 SY3118
 SY3118;                    North         East     Units Scale Factor Converg.
 SY3118;SPC WA S     -   209,011.640   333,986.423   MT  0.99997091   -1 35 29.6
 SY3118;SPC WA S     -   685,732.36  1,095,753.79   sFT  0.99997091   -1 35 29.6
 SY3118;UTM  10      - 5,226,655.368   523,405.179   MT  0.99960673   +0 13 36.0
 SY3118
 SY3118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3118!SPC WA S     -   1.00000302  x   0.99997091  =   0.99997393
 SY3118!UTM  10      -   1.00000302  x   0.99960673  =   0.99960974
 SY3118
 SY3118|---------------------------------------------------------------------|
 SY3118| PID    Reference Object                     Distance      Geod. Az  |
 SY3118|                                                           dddmmss.s |
 SY3118| CE3377 BOULDER RM 2                          2.009 METERS 06306     |
 SY3118| SY3068 WAG                                 APPROX. 1.0 KM 1795343.7 |
 SY3118| SY3135 EAGLE ISLAND NEW LIGHT              APPROX. 0.6 KM 2170409.6 |
 SY3118| CE5038 ROCK RM 2                            15.797 METERS 31731     |
 SY3118|---------------------------------------------------------------------|
 SY3118
 SY3118                          SUPERSEDED SURVEY CONTROL
 SY3118
 SY3118  NAD 83(1986)-  47 11 34.70431(N)    122 41 27.70431(W) AD(       ) 2
 SY3118  NAD 27      -  47 11 35.34000(N)    122 41 23.25000(W) AD(       ) 2
 SY3118  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 SY3118
 SY3118.Superseded values are not recommended for survey control.
 SY3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3118.See file dsdata.txt to determine how the superseded data were derived.
 SY3118
 SY3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2340526655(NAD 83)
 SY3118_MARKER: H = DRILL HOLE
 SY3118_SETTING: 80 = SET IN A BOULDER
 SY3118_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SY3118_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3118
 SY3118  HISTORY     - Date     Condition        Report By
 SY3118  HISTORY     - 1877     MONUMENTED       CGS
 SY3118  HISTORY     - 1924     GOOD             CGS
 SY3118  HISTORY     - 1967     GOOD             CGS
 SY3118  HISTORY     - 1980     GOOD             NOS
 SY3118
 SY3118                          STATION DESCRIPTION
 SY3118
 SY3118'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3118'THE STATION WAS RECOVERED AS DESCRIBED BUT WAS USED AS A REFERENCE
 SY3118'MARK FOR STATION ROCK.  THE DISTANCE IS 8.46 METERS.
 SY3118
 SY3118                          STATION RECOVERY (1967)
 SY3118
 SY3118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3118'RECOVERED.  LOCATED ALONG THE SOUTH SHORE OF MC NEIL ISLAND, ON
 SY3118'THE NORTH SHORE OF BALCH PASSAGE, ABOUT 1/2 MILE WEST OF THE
 SY3118'MC NEIL ISLAND FERRY SLIP AND ABOUT 3/8 MILE NORTH-NORTHEAST OF
 SY3118'EAGLE ISLAND.
 SY3118'
 SY3118'THE STATION IS A 1/2 INCH DRILL HOLE 1-1/2 INCHES DEEP ON THE
 SY3118'TOP OF AN 8 FOOT HIGH, LONE BOULDER, ABOUT 35 FEET SOUTH OF THE
 SY3118'BASE OF THE LOW BLUFF (STORM HIGH WATER LINE).  THE BOULDER IS
 SY3118'DETACHED FROM THE SHORE AT HIGH TIDE.
 SY3118
 SY3118                          STATION RECOVERY (1980)
 SY3118
 SY3118'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY3118'THE STATION, DESCRIBED AS A DRILL HOLE IN THE TOP OF A LARGE
 SY3118'BOULDER WAS RECOVERED AS DESCRIBED. THE DRILL HOLE WAS DEEPENED
 SY3118'AND THE STATION WAS RE-MARKED WITH A STANDARD DISK. A NEW
 SY3118'REFERENCE MARK WAS SET AT THIS TIME.
 SY3118'THE STATION IS LOCATED ALONG THE SOUTH SHORE OF MC NEIL ISLAND,
 SY3118'ALONG THE NORTH SHORE OF BALCH PASSAGE, ABOUT 1/2 MILE WEST OF
 SY3118'THE MC NEIL ISLAND FERRY SLIP, ABOUT 3/8 MILE NORTH-NORTHEAST OF
 SY3118'EAGLE ISLAND AND ON TOP OF THE LARGEST BOULDER IN THE AREA.
 SY3118'
 SY3118'THE STATION WAS REACHED BY BOAT, LANDING AT THE
 SY3118'STATION SITE.
 SY3118'
 SY3118'THE STATION IS A STANDARD NGS DISK
 SY3118'STAMPED---BOULDER 1877 1980---,
 SY3118'SET INTO THE TOP OF A BOULDER OF 4 METERS
 SY3118'LARGEST DIMENSION.  IT IS LOCATED
 SY3118'10.7 METERS (35 FT) SOUTH FROM THE BASE OF THE LOW BLUFF.
 SY3118'
 SY3118'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 SY3118'STAMPED---BOULDER 1877 NO 2 1980---,
 SY3118'SET INTO THE TOP OF A BOULDER OF 4 METERS
 SY3118'LARGEST DIMENSION.  IT IS LOCATED
 SY3118'1.2 METERS ABOVE THE BEACH.
 SY3118'MARK IS BELOW STATION 0.6 METER.
 SY3118'
 SY3118'REFERENCE MARK ROCK 1924 RM 2 IS THE SHANK OF A DISK
 SY3118'IMBEDDED IN A DRILL HOLE IN A PARTIALLY BURIED BOULDER, 0.6 METER
 SY3118'ON THE SIDE, TRIANGULAR SHAPED AND GREY IN COLOR, PROJECTING 0.2
 SY3118'METER ABOVE THE BEACH AND IT IS COVERED AT HIGH TIDE.
 SY3118'MARK IS BELOW STATION 1.2 METERS.
 SY3118'
 SY3118'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1468 ***********************************************************************
 RB1468  DESIGNATION -  BOULDER
 RB1468  PID         -  RB1468
 RB1468  STATE/COUNTY-  WA/BENTON
 RB1468  USGS QUAD   -  WEST OF PATERSON (1993)
 RB1468
 RB1468                         *CURRENT SURVEY CONTROL
 RB1468  ___________________________________________________________________
 RB1468* NAD 83(1991)-  45 53 07.86715(N)    119 42 09.71465(W)     ADJUSTED  
 RB1468* NAVD 88     -       132.7    (meters)     435.     (feet)  VERTCON   
 RB1468  ___________________________________________________________________
 RB1468  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 RB1468  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RB1468
 RB1468  HORZ ORDER  -  SECOND
 RB1468
 RB1468.The horizontal coordinates were established by classical geodetic methods
 RB1468.and adjusted by the National Geodetic Survey in December 1991..
 RB1468
 RB1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1468
 RB1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1468
 RB1468.The geoid height was determined by GEOID03.
 RB1468
 RB1468;                    North         East     Units Scale Factor Converg.
 RB1468;SPC WA S     -    61,688.506   561,887.093   MT  0.99998858   +0 34 45.0
 RB1468;SPC WA S     -   202,389.71  1,843,457.90   sFT  0.99998858   +0 34 45.0
 RB1468;SPC OR N     -   246,875.646 2,561,886.173   MT  0.99997291   +0 33 55.6
 RB1468;SPC OR N     -   809,959.47  8,405,138.36   iFT  0.99997291   +0 33 55.6
 RB1468;UTM  11      - 5,084,880.242   290,294.926   MT  1.00014066   -1 56 28.0
 RB1468
 RB1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1468!SPC WA S     -   0.99998262  x   0.99998858  =   0.99997120
 RB1468!SPC OR N     -   0.99998262  x   0.99997291  =   0.99995553
 RB1468!UTM  11      -   0.99998262  x   1.00014066  =   1.00012328
 RB1468
 RB1468|---------------------------------------------------------------------|
 RB1468| PID    Reference Object                     Distance      Geod. Az  |
 RB1468|                                                           dddmmss.s |
 RB1468| CF4564 BOULDER RM 1                         11.009 METERS 23300     |
 RB1468| RB1473 CROW                                APPROX.11.5 KM 2494600.9 |
 RB1468| RB1471 CANOE                               APPROX. 4.3 KM 2651508.4 |
 RB1468| CF4565 BOULDER RM 2                         10.037 METERS 31906     |
 RB1468|---------------------------------------------------------------------|
 RB1468
 RB1468                          SUPERSEDED SURVEY CONTROL
 RB1468
 RB1468  NAD 83(1991)-  45 53 07.86723(N)    119 42 09.71463(W) AD(       ) 2
 RB1468  NAD 83(1986)-  45 53 07.87588(N)    119 42 09.70626(W) AD(       ) 2
 RB1468  NAD 27      -  45 53 08.39700(N)    119 42 05.60800(W) AD(       ) 2
 RB1468  NGVD 29 (01/29/91)  131.7    (m)          432.     (f) VERT ANG       
 RB1468
 RB1468.Superseded values are not recommended for survey control.
 RB1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1468.See file dsdata.txt to determine how the superseded data were derived.
 RB1468
 RB1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL9029584880(NAD 83)
 RB1468_MARKER: DD = SURVEY DISK
 RB1468_SETTING: 80 = SET IN A BOULDER
 RB1468_SP_SET: BOULDER
 RB1468_STAMPING: BOULDER USE
 RB1468_MARK LOGO: USE   
 RB1468_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1468+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1990
 RB1468
 RB1468  HISTORY     - Date     Condition        Report By
 RB1468  HISTORY     - 1942     MONUMENTED       USE
 RB1468  HISTORY     - 1942     GOOD             USE
 RB1468  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RB1468  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RB1468  HISTORY     - 19900117 GOOD             MGSINC
 RB1468
 RB1468                          STATION DESCRIPTION
 RB1468
 RB1468'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB1468'STATION IS LOCATED ABOUT 6 MILES W OF PATERSON, ABOUT 3.5 MILES
 RB1468'E OF WHITCOMB AND 0.5 MILE S OF AN E-W GRAVELED ROAD THAT RUNS
 RB1468'PARALLEL TO THE COLUMBIA RIVER.  IT IS OPPOSITE THE LOWER END
 RB1468'OF BLALOCK ISLAND, ON THE SECOND BLUFF N OF THE RIVER.  THE BLUFF
 RB1468'IS VERY PROMINENT, IS SAGE COVERED ON THE SLOPES AND THE TOP IS
 RB1468'COVERED WITH LARGE BOULDERS.
 RB1468'
 RB1468'STATION IS MARKED BY A U.S.E. DISK SET IN BEDROCK, 8 FEET N OF
 RB1468'THE S EDGE OF THE BLUFF.  IT IS STAMPED BOULDER 1942.
 RB1468'
 RB1468'NO UNDERGROUND MARK WAS ESTABLISHED.
 RB1468'
 RB1468'REFERENCE MARK NO.1 IS ABOUT 1 FOOT LOWER THAN THE STATION, ON
 RB1468'THE EDGE OF THE BLUFF.  IT IS A U.S.E. DISK SET IN A 4- BY 6-FOOT
 RB1468'BOULDER AND IS STAMPED NO.1, 1942.
 RB1468'
 RB1468'REFERENCE MARK NO.2 IS ABOUT 1 FOOT HIGHER THAN THE STATION,
 RB1468'ABOUT 40 FEET N OF THE EDGE OF THE BLUFF.  IT IS A U.S.E. DISK SET
 RB1468'IN A 6-FOOT BOULDER.  IT IS STAMPED NO.2, 1942.
 RB1468'
 RB1468'STATION CANOE (U.S.E.) IS TO BE USED AS AN AZIMUTH MARK.
 RB1468'
 RB1468'TO REACH THE STATION FROM PATERSON GO W ON A GRAVELED ROAD FOR
 RB1468'6.3 MILES TO THE TOP OF A RIDGE.  LEAVE THE ROAD AND GO S ACROSS
 RB1468'COUNTRY FOR 0.5 MILE TO THE TOP OF THE BLUFF AND THE STATION.  A
 RB1468'TRUCK CAN BE DRIVEN TO THE STATION.
 RB1468
 RB1468                          STATION RECOVERY (1942)
 RB1468
 RB1468'RECOVERY NOTE BY US ENGINEERS 1942
 RB1468'RECOVERED IN GOOD CONDITION.
 RB1468
 RB1468                          STATION RECOVERY (1958)
 RB1468
 RB1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LGT)
 RB1468'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RB1468'CONDITION.  A REVISED DESCRIPTION FOLLOWS--
 RB1468'
 RB1468'STATION IS LOCATED ABOUT 6 MILES WEST OF PATERSON.  ABOUT 3.5
 RB1468'MILES EAST OF WHITCOMB AND ABOUT 1400 FEET SOUTH OF AN EAST-WEST
 RB1468'PAVED ROAD THAT RUNS PARALLEL TO THE COLUMBIA RIVER.  IT IS
 RB1468'OPPOSITE BLALOCK ISLAND, ON THE SECOND BLUFF NORTH OF THE
 RB1468'RIVER.  THE BLUFF IS VERY PROMINENT, IS SAGE COVERED ON THE
 RB1468'SLOPES AND THE TOP IS COVERED WITH LARGE BOULDERS.
 RB1468'
 RB1468'STATION IS MARKED BY A U.S.E. DISK SET IN BEDROCK, 8 FEET NORTH
 RB1468'OF THE SOUTH EDGE OF THE BLUFF.  IT IS STAMPED BOULDER 1942.
 RB1468'
 RB1468'NO UNDERGROUND MARK WAS ESTABLISHED.
 RB1468'
 RB1468'REFERENCE MARK 1 IS ABOUT 1 FOOT LOWER THAN THE STATION ON THE
 RB1468'EDGE OF THE BLUFF.  IT IS A U.S.E. DISK STAMPED NO 1 1942 SET IN
 RB1468'A 4 BY 6 FOOT BOULDER.
 RB1468'
 RB1468'REFERENCE MARK 2 IS ABOUT 1 FOOT HIGHER THAN THE STATION, ABOUT
 RB1468'40 FEET NORTH OF THE EDGE OF THE BLUFF.  IT IS A U.S.E. DISK
 RB1468'STAMPED RM 2 1942 SET IN A 6-FOOT BOULDER.
 RB1468'
 RB1468'STATION CANOE (U.S.E.) MAY BE USED FOR AZIMUTH.
 RB1468'
 RB1468'TO REACH THE STATION FROM PATERSON GO WEST ON PAVED ROAD
 RB1468'(WASHINGTON HIGHWAY 8) 6.6 MILES TO TOP OF RIDGE.  LEAVE THE ROAD
 RB1468'AND GO SOUTH ACROSS COUNTRY FOR 0.5 MILE TO TOP OF BLUFF AND
 RB1468'STATION.  A TRUCK CAN BE DRIVEN TO THE STATION.
 RB1468
 RB1468                          STATION RECOVERY (1965)
 RB1468
 RB1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RB1468'THE STATION WAS RECOVERED IN GOOD CONDITION.  A ROCK CAIRN WAS BUILT
 RB1468'1 FOOT SOUTH OF THE STATION MARK, A ROCK CAIRN WAS BUILT 0.5
 RB1468'FOOT NORTH OF R. M. NO. 1 AND A ROCK CAIRN WAS BUILT 0.5 FOOT EAST
 RB1468'OF R. M. NO. 2.  A NEW TO REACH FOLLOWS.
 RB1468'
 RB1468'TO REACH THE STATION FROM THE PATERSON POST OFFICE GO SOUTH ON
 RB1468'STATE HIGHWAY 221 FOR 0.15 MILE TO THE JUNCTION WITH STATE
 RB1468'HIGHWAY 12, TURN RIGHT AND GO WEST ON STATE HIGHWAY 12 FOR 5.3
 RB1468'MILES TO THE CONCRETE BRIDGE OVER GLADE CREEK, CONTINUE WEST ON
 RB1468'STATE HIGHWAY 12 FOR 0.45 MILE TO A TRACK ROAD LEFT, TURN LEFT
 RB1468'AND GO SOUTHWEST ON THE TRACK ROAD PARALLELING THE POWER LINE
 RB1468'FOR 0.35 MILE, THEN LEAVE THE TRACK ROAD AND PICK YOUR WAY,
 RB1468'SOUTH, ACROSS COUNTRY FOR 0.2 MILE TO THE ROCKY SUMMIT AND
 RB1468'STATION.
 RB1468
 RB1468                          STATION RECOVERY (1990)
 RB1468
 RB1468'RECOVERY NOTE BY MINISTER AND GLAESER 1990
 RB1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1739 ***********************************************************************
 TR1739  DESIGNATION -  BOULDER 1870
 TR1739  PID         -  TR1739
 TR1739  STATE/COUNTY-  WA/CLALLAM
 TR1739  USGS QUAD   -  GARDINER (1985)
 TR1739
 TR1739                         *CURRENT SURVEY CONTROL
 TR1739  ___________________________________________________________________
 TR1739* NAD 83(1991)-  48 05 48.24570(N)    122 58 33.60916(W)     ADJUSTED  
 TR1739* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1739  ___________________________________________________________________
 TR1739  LAPLACE CORR-          -8.30  (seconds)                    DEFLEC99
 TR1739  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TR1739
 TR1739  HORZ ORDER  -  THIRD
 TR1739
 TR1739.The horizontal coordinates were established by classical geodetic methods
 TR1739.and adjusted by the National Geodetic Survey in December 1991..
 TR1739
 TR1739.The orthometric height was scaled from a topographic map.
 TR1739
 TR1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1739
 TR1739.The geoid height was determined by GEOID03.
 TR1739
 TR1739;                    North         East     Units Scale Factor Converg.
 TR1739;SPC WA N     -   124,158.983   340,431.527   MT  0.99994232   -1 35 42.9
 TR1739;SPC WA N     -   407,344.93  1,116,899.10   sFT  0.99994232   -1 35 42.9
 TR1739;UTM  10      - 5,327,052.278   501,786.753   MT  0.99960004   +0 01 04.3
 TR1739
 TR1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1739!SPC WA N     -   1.00000302  x   0.99994232  =   0.99994534
 TR1739!UTM  10      -   1.00000302  x   0.99960004  =   0.99960306
 TR1739
 TR1739:                Primary Azimuth Mark                     Grid Az
 TR1739:SPC WA N     -  PROTECTION ISLAND WATER TANK             049 54 38.9
 TR1739:UTM  10      -  PROTECTION ISLAND WATER TANK             048 17 51.7
 TR1739
 TR1739|---------------------------------------------------------------------|
 TR1739| PID    Reference Object                     Distance      Geod. Az  |
 TR1739|                                                           dddmmss.s |
 TR1739| TR1752 PROTECTION ISLAND WATER TANK        APPROX. 5.0 KM 0481856.0 |
 TR1739| TR1740 ROCKY USE 1920                       68.495 METERS 11209     |
 TR1739|---------------------------------------------------------------------|
 TR1739
 TR1739                          SUPERSEDED SURVEY CONTROL
 TR1739
 TR1739  NAD 83(1986)-  48 05 48.24495(N)    122 58 33.61612(W) AD(       ) 3
 TR1739  NAD 27      -  48 05 48.90700(N)    122 58 28.98300(W) AD(       ) 3
 TR1739
 TR1739.Superseded values are not recommended for survey control.
 TR1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1739.See file dsdata.txt to determine how the superseded data were derived.
 TR1739
 TR1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0178727052(NAD 83)
 TR1739
 TR1739  HISTORY     - Date     Condition        Report By
 TR1739  HISTORY     - 1870     MONUMENTED       CGS
 TR1739  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1739  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1739  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR1739  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TR1739  HISTORY     - 1979     GOOD             USGS
 TR1739
 TR1739                          STATION DESCRIPTION
 TR1739
 TR1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1870
 TR1739'STATION SITUATED AT ROCKY POINT, 3 MILES W OF PORT DISCOVERY.  THIS
 TR1739'STATION IS ON THE LOWER, OUTER, AND FLATTER OF TWO LARGE ROCKS,
 TR1739'CLOSE TOGETHER, LYING ABOUT 80 FEET BELOW HIGH WATER MARK, BUT ALWAYS
 TR1739'APPEARING ABOVE HIGH TIDES.  ELEVATION ABOUT 7 FEET ABOVE MEAN LOW
 TR1739'WATER.
 TR1739'
 TR1739'STATION IS MARKED BY A 5/8-INCH HOLE DRILLED IN THE TOP OF THE
 TR1739'BOULDER.
 TR1739'
 TR1739'SIGNAL ROCKY (U.S.E.) IS 225.1 FEET DISTANT IN AZIMUTH 292 DEG 38
 TR1739'MIN.
 TR1739
 TR1739                          STATION RECOVERY (1962)
 TR1739
 TR1739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1739'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DRILL HOLE WAS
 TR1739'DEEPENED AND WAS REMARKED WITH A STANDARD DISK.
 TR1739'
 TR1739'THE STATION IS LOCATED ON THE SOUTH SHORE OF THE STRAIT OF JUAN DE
 TR1739'FUCA, ABOUT 2-2/3 MILES SOUTHWEST OF THE MOST SOUTHERN TIP OF
 TR1739'PROTECTION ISLAND.
 TR1739'
 TR1739'THE STATION IS A STANDARD DISK STAMPED BOULDER 1870 1962 SET IN A
 TR1739'DRILL HOLE ON THE NORTHEAST ONE OF 2 LARGE BOULDERS, THAT ARE ABOUT
 TR1739'1 FOOT APART AND ABOUT 8 FEET HIGH.  IT IS ABOUT 125 FEET NORTH
 TR1739'FROM THE BASE OF THE BLUFF, ABOUT 100 FEET NORTH (OFFSHORE) OF THE
 TR1739'MEAN HIGH WATER LINE, AND 5 FEET EAST OF THE WEST CORNER OF THE
 TR1739'BOULDER.
 TR1739
 TR1739                          STATION RECOVERY (1962)
 TR1739
 TR1739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 TR1739'THE VICINITY OF THE STATION WAS VISITED ON TWO SEPARATE OCCASIONS.
 TR1739'THE FIRST TIME THE ROCK WAS UNDER WATER, ALTHO THE HIGHER ROCK NEAR
 TR1739'BY SHOWED ABOVE THE WATER.  THE SECOND TIME WAS AT LOW TIDE, BUT
 TR1739'THE ROCK WAS STILL ABOUT 30 FEET OUT IN THE WATER, SO THE ROCK WAS
 TR1739'NOT CHECKED FOR THE DRILL HOLE, BUT IT WAS CLEARLY EVIDENT WHICH ROCK
 TR1739'THE STATION SHOULD BE ON, AND IT IS ASSUMED THE DRILL HOLE IS THERE.
 TR1739
 TR1739                          STATION RECOVERY (1967)
 TR1739
 TR1739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WFF)
 TR1739'RECOVERED AS DESCRIBED.  NO SEARCH WAS MADE FOR REFERENCE MARKS.
 TR1739
 TR1739                          STATION RECOVERY (1970)
 TR1739
 TR1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RBM)
 TR1739'LOCATED ABOUT 6 MILES EAST OF SEQUIM, 5 MILES NORTH-NORTHEAST OF
 TR1739'BLYN, ABOUT 3 MILES WEST OF DIAMOND POINT, ABOUT 100 FEET NORTH
 TR1739'(OFFSHORE) OF ROCKY POINT.
 TR1739'
 TR1739'THE STATION IS A STANDARD DISK STAMPED BOULDER 1870 1962 SET IN A
 TR1739'DRILL HOLE ON THE TOP OF THE NORTHEASTERLY ONE OF TWO OFFSHORE
 TR1739'BOULDERS, THAT ARE ABOUT ONE FOOT APART.  THE MARK IS ABOUT 2 FEET
 TR1739'ABOVE MEAN HIGH WATER.
 TR1739'
 TR1739'A BOAT IS REQUIRED TO REACH THE STATION EXCEPT AT EXTREME LOW TIDE.
 TR1739'
 TR1739'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 6 MILES EAST OF
 TR1739'SEQUIM.
 TR1739
 TR1739                          STATION RECOVERY (1979)
 TR1739
 TR1739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RFK)
 TR1739'BOULDER 1870-1962 RECOVERED GOOD.
 TR1739'
 TR1739'PREVIOUS DIRECTIONS AND DESCRIPTION ARE ADEQUATE.
 TR1739'
 TR1739'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 16 KM WEST OF
 TR1739'PORT TOWNSEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5494 ***********************************************************************
 SY5494  DESIGNATION -  BOULDER 1878
 SY5494  PID         -  SY5494
 SY5494  STATE/COUNTY-  WA/KITSAP
 SY5494  USGS QUAD   -  SEABECK (1973)
 SY5494
 SY5494                         *CURRENT SURVEY CONTROL
 SY5494  ___________________________________________________________________
 SY5494* NAD 83(1991)-  47 38 51.65142(N)    122 51 13.67892(W)     ADJUSTED  
 SY5494* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5494  ___________________________________________________________________
 SY5494  LAPLACE CORR-         -15.41  (seconds)                    DEFLEC99
 SY5494  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SY5494
 SY5494  HORZ ORDER  -  THIRD
 SY5494
 SY5494.The horizontal coordinates were established by classical geodetic methods
 SY5494.and adjusted by the National Geodetic Survey in December 1991..
 SY5494
 SY5494.The orthometric height was scaled from a topographic map.
 SY5494
 SY5494.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5494
 SY5494.The geoid height was determined by GEOID03.
 SY5494
 SY5494;                    North         East     Units Scale Factor Converg.
 SY5494;SPC WA N     -    74,002.988   348,219.376   MT  0.99997573   -1 30 15.4
 SY5494;SPC WA N     -   242,791.47  1,142,449.74   sFT  0.99997573   -1 30 15.4
 SY5494;UTM  10      - 5,277,152.985   510,979.931   MT  0.99960148   +0 06 29.0
 SY5494
 SY5494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5494!SPC WA N     -   1.00000308  x   0.99997573  =   0.99997880
 SY5494!UTM  10      -   1.00000308  x   0.99960148  =   0.99960455
 SY5494
 SY5494:                Primary Azimuth Mark                     Grid Az
 SY5494:SPC WA N     -  QUATSAP 2                                269 36 38.8
 SY5494:UTM  10      -  QUATSAP 2                                267 59 54.4
 SY5494
 SY5494|---------------------------------------------------------------------|
 SY5494| PID    Reference Object                     Distance      Geod. Az  |
 SY5494|                                                           dddmmss.s |
 SY5494| SY5527 QUATSAP 2                           APPROX. 3.8 KM 2680623.4 |
 SY5494|---------------------------------------------------------------------|
 SY5494
 SY5494                          SUPERSEDED SURVEY CONTROL
 SY5494
 SY5494  NAD 83(1986)-  47 38 51.64762(N)    122 51 13.68675(W) AD(       ) 3
 SY5494  NAD 27      -  47 38 52.31300(N)    122 51 09.13200(W) AD(       ) 3
 SY5494
 SY5494.Superseded values are not recommended for survey control.
 SY5494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5494.See file dsdata.txt to determine how the superseded data were derived.
 SY5494
 SY5494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1098077153(NAD 83)
 SY5494_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5494_SETTING: 80 = SET IN A BOULDER
 SY5494_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SY5494_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5494+STABILITY: SURFACE MOTION
 SY5494
 SY5494  HISTORY     - Date     Condition        Report By
 SY5494  HISTORY     - 1878     MONUMENTED       CGS
 SY5494  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5494  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SY5494  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY5494  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5494  HISTORY     - 1965     SEE DESCRIPTION  LOCENG
 SY5494  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY5494  HISTORY     - 1981     GOOD             NOS
 SY5494  HISTORY     - 19960227 POOR             USPSQD
 SY5494
 SY5494                          STATION DESCRIPTION
 SY5494
 SY5494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5494'STATION RECOVERED AND RE-MARKED.  STATION IS ON THE E SIDE OF HOOD
 SY5494'CANAL ABOUT 1 MILE SW OF MISERY POINT, ON A GENTLY ROUNDING POINT
 SY5494'ON THE N SIDE OF STAVIS BAY, ON A GRANITE BOULDER ABOUT 6 FEET
 SY5494'OUTSIDE OF THE HIGH-WATER LINE AND AWASH AT EXTREME TIDES.
 SY5494'
 SY5494'THE ORIGINAL DRILL HOLE WAS RECOVERED AND ENLARGED TO 1-INCH
 SY5494'DIAMETER AND A STANDARD DISK CEMENTED IN PLACE AND STAMPED BOULDER
 SY5494'1878-1934.
 SY5494'
 SY5494'THE BOULDER IS ABOUT 8 FEET LONG, 5 FEET WIDE AND 3 FEET HIGH AND
 SY5494'IS THE ONLY LARGE BOULDER IN THE IMMEDIATE VICINITY.
 SY5494
 SY5494                          STATION RECOVERY (1941)
 SY5494
 SY5494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GLB)
 SY5494'FOUND AS DESCRIBED.  IT IS ABOUT 300 METERS S OF THE OLD VENICE
 SY5494'DOCK, ON THE ONLY LARGE BOULDER IN THE VICINITY ABOUT 50 FEET
 SY5494'OUTSIDE HIGH-WATER LINE.
 SY5494
 SY5494                          STATION RECOVERY (1962)
 SY5494
 SY5494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY5494'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  DIRECTIONS
 SY5494'TO REACH THE STATION FOLLOW--
 SY5494'
 SY5494'TO REACH FROM THE POST OFFICE IN BREMERTON, AT THE JUNCTION OF
 SY5494'PACIFIC AVE. AND 6TH STREET, GO WEST ON 6TH STREET (STATE HIGHWAY
 SY5494'21) FOR 1.3 MILES TO A CROSS STREET AND SIGNS FOR HIGHWAY 21 NORTH
 SY5494'AND 21 SOUTH.  FOLLOW HIGHWAY 21 NORTH TOWARDS KINGSTON FOR 3.3
 SY5494'MILES TO A Y AND SIGN KITSAP LAKE, TAKE THE LEFT FORK AND FOLLOW
 SY5494'THE BLACKTOP ROAD 1.2 MILES TO A Y, KEEP THE LEFT FORK, GO 3.1
 SY5494'MILES TO A ROAD LEFT, KEEP STRAIGHT AHEAD, AS PER SIGN SEABECK,
 SY5494'FOR 3.9 MILES TO THE LONE ROCK CROSSROAD, CONTINUE STRAIGHT AHEAD
 SY5494'2.9 MILES TO THE POST OFFICE AND GENERAL STORE IN SEABECK.
 SY5494'CONTINUE SOUTHWEST ON THE BLACKTOP ROAD 0.55 MILE TO A ROAD
 SY5494'RIGHT, TURN RIGHT FOLLOW THE BLACKTOP ROAD 0.9 MILE TO A Y,
 SY5494'KEEP LEFT FORK FOR 0.1 MILE TO A Y, KEEP RIGHT FORK 0.4 MILE TO A
 SY5494'ROAD LEFT, TURN LEFT AND GO WEST 0.3 MILE TO A ROAD RIGHT, JUST
 SY5494'AFTER ROAD STARTS DOWNHILL, TURN RIGHT AND GO 0.1 MILE TO A
 SY5494'DOUBLE GARAGE ON MR. SCHACHTS PROPERTY.  FROM HERE WALK
 SY5494'WEST ABOUT 75 YARDS TO THE CONCRETE STEPS TO THE BEACH IN FRONT
 SY5494'OF MR. SCHACHTS HOUSE AND THE MARK IN THE BOULDER ABOUT 23 YARDS
 SY5494'SOUTHWEST OF THE STEPS.
 SY5494
 SY5494                          STATION RECOVERY (1963)
 SY5494
 SY5494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5494'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1962.  IT IS
 SY5494'A STANDARD DISK STAMPED BOULDER 1878-1934.
 SY5494
 SY5494                          STATION RECOVERY (1965)
 SY5494
 SY5494'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 SY5494'STATION WAS SEARCHED FOR AND FOUND IN EXCELLENT CONDITION.
 SY5494
 SY5494                          STATION RECOVERY (1971)
 SY5494
 SY5494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 SY5494'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SY5494'M.E.W. IN 1963.  THERE ARE NO OTHER MARKS.
 SY5494'
 SY5494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY5494'1-1/4 NW OF SEABECK.
 SY5494
 SY5494                          STATION RECOVERY (1981)
 SY5494
 SY5494'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SY5494'THE STATION WAS RECOVERED AS DESCRIBED.
 SY5494
 SY5494                          STATION RECOVERY (1996)
 SY5494
 SY5494'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5494'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5145 ***********************************************************************
 SY5145  DESIGNATION -  BOULDER 1880
 SY5145  PID         -  SY5145
 SY5145  STATE/COUNTY-  WA/KITSAP
 SY5145  USGS QUAD   -  SUQUAMISH (1981)
 SY5145
 SY5145                         *CURRENT SURVEY CONTROL
 SY5145  ___________________________________________________________________
 SY5145* NAD 83(1991)-  47 40 10.56535(N)    122 34 52.32634(W)     ADJUSTED  
 SY5145* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SY5145  ___________________________________________________________________
 SY5145  LAPLACE CORR-         -12.00  (seconds)                    DEFLEC99
 SY5145  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY5145
 SY5145  HORZ ORDER  -  THIRD
 SY5145
 SY5145.The horizontal coordinates were established by classical geodetic methods
 SY5145.and adjusted by the National Geodetic Survey in December 1991..
 SY5145
 SY5145.The orthometric height was scaled from a topographic map.
 SY5145
 SY5145.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5145
 SY5145.The geoid height was determined by GEOID03.
 SY5145
 SY5145;                    North         East     Units Scale Factor Converg.
 SY5145;SPC WA N     -    75,938.122   368,748.916   MT  0.99997268   -1 18 04.8
 SY5145;SPC WA N     -   249,140.32  1,209,803.74   sFT  0.99997268   -1 18 04.8
 SY5145;UTM  10      - 5,279,663.808   531,439.389   MT  0.99961215   +0 18 34.6
 SY5145
 SY5145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5145!SPC WA N     -   1.00000157  x   0.99997268  =   0.99997425
 SY5145!UTM  10      -   1.00000157  x   0.99961215  =   0.99961372
 SY5145
 SY5145                          SUPERSEDED SURVEY CONTROL
 SY5145
 SY5145  NAD 83(1986)-  47 40 10.56064(N)    122 34 52.33175(W) AD(       ) 3
 SY5145  NAD 27      -  47 40 11.21400(N)    122 34 47.83600(W) AD(       ) 3
 SY5145
 SY5145.Superseded values are not recommended for survey control.
 SY5145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5145.See file dsdata.txt to determine how the superseded data were derived.
 SY5145
 SY5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3143979664(NAD 83)
 SY5145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5145+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2001
 SY5145
 SY5145  HISTORY     - Date     Condition        Report By
 SY5145  HISTORY     - 1880     MONUMENTED       CGS
 SY5145  HISTORY     - 1967     SEE DESCRIPTION  WAA
 SY5145  HISTORY     - 20010623 GOOD             USPSQD
 SY5145
 SY5145                          STATION DESCRIPTION
 SY5145
 SY5145'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (EE)
 SY5145'THIS STATION OR TRIANGULATION POINT IS LOCATED ON A VERY LARGE
 SY5145'GRANITE BOULDER WHICH LIES 10 OR 15 METERS OUTSIDE OF HIGH-WATER
 SY5145'MARK ON THE SHORE, NE OF AND DISTANT ABOUT 1/2 MILE FROM SIGNAL
 SY5145'GREEK.  THE BOULDER IS ABOUT 12 FEET HIGH AND AS BROAD AT THE
 SY5145'BASE.  THE ROCK IS GRANITE, WITH PREPONDERANCE OF LIME OR QUARTZ
 SY5145'WHICH MAKES IT LIGHT AND VERY CONSPICUOUS.  IT IS THE MOST
 SY5145'PROMINENT BOULDER IN PORT ORCHARD.  A SKETCH WOULD BE
 SY5145'SUPERFLUOUS.
 SY5145'
 SY5145'A 1/2-INCH HOLE, 1 INCH IN DEPTH WAS DRILLED 4 INCHES BELOW
 SY5145'HIGHEST POINT OF ROCK.
 SY5145'
 SY5145'STATION WAS NOT OCCUPIED.
 SY5145
 SY5145                          STATION RECOVERY (1967)
 SY5145
 SY5145'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1967
 SY5145'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.  THE
 SY5145'DESCRIPTION IS ADEQUATE.
 SY5145
 SY5145                          STATION RECOVERY (2001)
 SY5145
 SY5145'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 SY5145'FOUND AS DESCRIBED IN 1967.  DRILL HOLE WAS FILLED WITH DEBRIS AND WAS
 SY5145'DIFFICULT TO LOCATE.  CLEANED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1865 ***********************************************************************
 SY1865  DESIGNATION -  BOULDER HILL
 SY1865  PID         -  SY1865
 SY1865  STATE/COUNTY-  WA/JEFFERSON
 SY1865  USGS QUAD   -  KLOOCHMAN ROCK (1990)
 SY1865
 SY1865                         *CURRENT SURVEY CONTROL
 SY1865  ___________________________________________________________________
 SY1865* NAD 83(1991)-  47 40 09.53340(N)    123 58 04.11612(W)     ADJUSTED  
 SY1865* NAVD 88     -                                                        
 SY1865  ___________________________________________________________________
 SY1865  LAPLACE CORR-           9.51  (seconds)                    DEFLEC99
 SY1865  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 SY1865
 SY1865  HORZ ORDER  -  THIRD
 SY1865
 SY1865.The horizontal coordinates were established by classical geodetic methods
 SY1865.and adjusted by the National Geodetic Survey in December 1991..
 SY1865
 SY1865
 SY1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1865
 SY1865.The geoid height was determined by GEOID03.
 SY1865
 SY1865;                    North         East     Units Scale Factor Converg.
 SY1865;SPC WA N     -    79,208.901   264,669.155   MT  0.99997272   -2 20 01.3
 SY1865;SPC WA N     -   259,871.20    868,335.39   sFT  0.99997272   -2 20 01.3
 SY1865;UTM  10      - 5,280,000.655   427,345.885   MT  0.99966487   -0 42 55.8
 SY1865
 SY1865                          SUPERSEDED SURVEY CONTROL
 SY1865
 SY1865  NAD 83(1986)-  47 40 09.51504(N)    123 58 04.12117(W) AD(       ) 4
 SY1865  NAD 27      -  47 40 10.61000(N)    123 57 59.60000(W) AD(       ) 3
 SY1865
 SY1865.Superseded values are not recommended for survey control.
 SY1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1865.See file dsdata.txt to determine how the superseded data were derived.
 SY1865
 SY1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT2734680001(NAD 83)
 SY1865
 SY1865  HISTORY     - Date     Condition        Report By
 SY1865  HISTORY     - 1914     MONUMENTED       CGS
 SY1865
 SY1865                          STATION DESCRIPTION
 SY1865
 SY1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (HAS)
 SY1865'THIS IS THE HIGHEST MOUNTAIN OF THE RANGE OF HILLS JUST W OF THE
 SY1865'RANGE UPON WHICH MT. OLYMPUS IS LOCATED.  THE TOP OF THIS MOUNTAIN
 SY1865'IS DIFFERENT FROM THE OTHER MOUNTAINS AS IT SEEMS TO BE OF SOME
 SY1865'ROCKY FORMATION.  IT WAS CALLED BOULDER HILL ON ACCOUNT OF THE
 SY1865'HUGE BOULDER WHICH SEEMS TO BE DIRECTLY ON TOP.  THIS BOULDER IS
 SY1865'PROBABLY A ROCKY CLIFF ABOUT 200 FT. HIGH.  THE N SIDE OF THE
 SY1865'MOUNTAIN IS STEEP WHILE THE S SIDE IS A GRADUAL SLOPE.  IT IS
 SY1865'BETWEEN 3000 AND 4000 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5347 ***********************************************************************
 SY5347  DESIGNATION -  BOULDER NEAR STA JOHNSON
 SY5347  PID         -  SY5347
 SY5347  STATE/COUNTY-  WA/KITSAP
 SY5347  USGS QUAD   -  BREMERTON WEST (1981)
 SY5347
 SY5347                         *CURRENT SURVEY CONTROL
 SY5347  ___________________________________________________________________
 SY5347* NAD 83(1991)-  47 35 49.71117(N)    122 41 16.63647(W)     ADJUSTED  
 SY5347* NAVD 88     -                                                        
 SY5347  ___________________________________________________________________
 SY5347  LAPLACE CORR-         -14.84  (seconds)                    DEFLEC99
 SY5347  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 SY5347
 SY5347  HORZ ORDER  -  THIRD
 SY5347
 SY5347.The horizontal coordinates were established by classical geodetic methods
 SY5347.and adjusted by the National Geodetic Survey in December 1991..
 SY5347
 SY5347
 SY5347.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5347
 SY5347.The geoid height was determined by GEOID03.
 SY5347
 SY5347;                    North         East     Units Scale Factor Converg.
 SY5347;SPC WA N     -    68,071.991   360,540.003   MT  0.99998330   -1 22 50.9
 SY5347;SPC WA N     -   223,332.86  1,182,871.66   sFT  0.99998330   -1 22 50.9
 SY5347;UTM  10      - 5,271,572.978   523,457.817   MT  0.99960676   +0 13 49.5
 SY5347
 SY5347                          SUPERSEDED SURVEY CONTROL
 SY5347
 SY5347  NAD 83(1986)-  47 35 49.70640(N)    122 41 16.64334(W) AD(       ) 4
 SY5347  NAD 27      -  47 35 50.37100(N)    122 41 12.13500(W) AD(       ) 3
 SY5347
 SY5347.Superseded values are not recommended for survey control.
 SY5347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5347.See file dsdata.txt to determine how the superseded data were derived.
 SY5347
 SY5347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2345871573(NAD 83)
 SY5347
 SY5347  HISTORY     - Date     Condition        Report By
 SY5347  HISTORY     - 1935     MONUMENTED       CGS
 SY5347
 SY5347                          STATION DESCRIPTION
 SY5347
 SY5347'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SY5347'SEE STATION JOHNSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5381 ***********************************************************************
 SY5381  DESIGNATION -  BOULDER NEAR STA PITTS
 SY5381  PID         -  SY5381
 SY5381  STATE/COUNTY-  WA/KITSAP
 SY5381  USGS QUAD   -  BREMERTON WEST (1981)
 SY5381
 SY5381                         *CURRENT SURVEY CONTROL
 SY5381  ___________________________________________________________________
 SY5381* NAD 83(1991)-  47 35 17.10990(N)    122 38 55.36025(W)     ADJUSTED  
 SY5381* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY5381  ___________________________________________________________________
 SY5381  LAPLACE CORR-         -13.74  (seconds)                    DEFLEC99
 SY5381  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 SY5381
 SY5381  HORZ ORDER  -  THIRD
 SY5381
 SY5381.The horizontal coordinates were established by classical geodetic methods
 SY5381.and adjusted by the National Geodetic Survey in December 1991..
 SY5381
 SY5381.The orthometric height was scaled from a topographic map.
 SY5381
 SY5381.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5381
 SY5381.The geoid height was determined by GEOID03.
 SY5381
 SY5381;                    North         East     Units Scale Factor Converg.
 SY5381;SPC WA N     -    66,995.065   363,466.645   MT  0.99998473   -1 21 05.7
 SY5381;SPC WA N     -   219,799.64  1,192,473.48   sFT  0.99998473   -1 21 05.7
 SY5381;UTM  10      - 5,270,579.135   526,412.467   MT  0.99960857   +0 15 33.7
 SY5381
 SY5381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5381!SPC WA N     -   1.00000338  x   0.99998473  =   0.99998811
 SY5381!UTM  10      -   1.00000338  x   0.99960857  =   0.99961195
 SY5381
 SY5381                          SUPERSEDED SURVEY CONTROL
 SY5381
 SY5381  NAD 83(1986)-  47 35 17.10446(N)    122 38 55.36724(W) AD(       ) 4
 SY5381  NAD 27      -  47 35 17.75300(N)    122 38 50.86200(W) AD(       ) 3
 SY5381
 SY5381.Superseded values are not recommended for survey control.
 SY5381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5381.See file dsdata.txt to determine how the superseded data were derived.
 SY5381
 SY5381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2641270579(NAD 83)
 SY5381
 SY5381  HISTORY     - Date     Condition        Report By
 SY5381  HISTORY     - 1935     MONUMENTED       CGS
 SY5381
 SY5381                          STATION DESCRIPTION
 SY5381
 SY5381'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SY5381'SEE STATION PITTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1286 ***********************************************************************
 TR1286  DESIGNATION -  BOULDER RESET
 TR1286  PID         -  TR1286
 TR1286  STATE/COUNTY-  WA/ISLAND
 TR1286  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1286
 TR1286                         *CURRENT SURVEY CONTROL
 TR1286  ___________________________________________________________________
 TR1286* NAD 83(1991)-  48 22 27.10511(N)    122 34 47.26288(W)     ADJUSTED  
 TR1286* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 TR1286  ___________________________________________________________________
 TR1286  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 TR1286  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR1286
 TR1286  HORZ ORDER  -  SECOND
 TR1286
 TR1286.The horizontal coordinates were established by classical geodetic methods
 TR1286.and adjusted by the National Geodetic Survey in December 1991..
 TR1286
 TR1286.The orthometric height was scaled from a topographic map.
 TR1286
 TR1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1286
 TR1286.The geoid height was determined by GEOID03.
 TR1286
 TR1286;                    North         East     Units Scale Factor Converg.
 TR1286;SPC WA N     -   154,256.004   370,632.230   MT  0.99995224   -1 18 01.0
 TR1286;SPC WA N     -   506,088.24  1,215,982.57   sFT  0.99995224   -1 18 01.0
 TR1286;UTM  10      - 5,357,977.198   531,118.005   MT  0.99961190   +0 18 50.8
 TR1286
 TR1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1286!SPC WA N     -   1.00000204  x   0.99995224  =   0.99995428
 TR1286!UTM  10      -   1.00000204  x   0.99961190  =   0.99961394
 TR1286
 TR1286:                Primary Azimuth Mark                     Grid Az
 TR1286:SPC WA N     -  HOPE ISLAND LIGHT                        003 18 45.9
 TR1286:UTM  10      -  HOPE ISLAND LIGHT                        001 41 54.1
 TR1286
 TR1286|---------------------------------------------------------------------|
 TR1286| PID    Reference Object                     Distance      Geod. Az  |
 TR1286|                                                           dddmmss.s |
 TR1286| TR1190 HOPE ISLAND LIGHT                   APPROX. 2.4 KM 0020044.9 |
 TR1286| TR1303 SEAL ROCKS LT                       APPROX. 1.2 KM 0920808.3 |
 TR1286| TR1287 LA CONNER JETTY LT                  APPROX. 3.1 KM 1080454.6 |
 TR1286| TR1307 GOAT ISLAND ECHO BOARD              APPROX. 5.0 KM 1210751.9 |
 TR1286| TR1308 LA CONNER SOUTH JETTY LIGHT         APPROX. 2.5 KM 1242037.7 |
 TR1286| TR1309 LA CONNER RANGE FRONT LIGHT         APPROX. 1.9 KM 1494611.5 |
 TR1286| TR1311 SWINOMISH CHAN S ENT RNG F LT       APPROX. 1.9 KM 1520056.9 |
 TR1286| CF7625 BOULDER RM 1                         39.511 METERS 17807     |
 TR1286| TR1310 LA CONNER RANGE REAR LIGHT          APPROX. 2.0 KM 1811622.6 |
 TR1286| TR1312 SWINOMISH CHAN S ENT RNG R LT       APPROX. 2.0 KM 1811900.0 |
 TR1286| TR1290 STONE RESET                          24.569 METERS 23513     |
 TR1286| CF7626 BOULDER RM 2                         17.158 METERS 33002     |
 TR1286|---------------------------------------------------------------------|
 TR1286
 TR1286                          SUPERSEDED SURVEY CONTROL
 TR1286
 TR1286  NAD 83(1986)-  48 22 27.10819(N)    122 34 47.26739(W) AD(       ) 2
 TR1286  NAD 27      -  48 22 27.74480(N)    122 34 42.65440(W) AD(       ) 2
 TR1286
 TR1286.Superseded values are not recommended for survey control.
 TR1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1286.See file dsdata.txt to determine how the superseded data were derived.
 TR1286
 TR1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3111857977(NAD 83)
 TR1286
 TR1286  HISTORY     - Date     Condition        Report By
 TR1286  HISTORY     - 1907     MONUMENTED       CGS
 TR1286  HISTORY     - 1934     SEE DESCRIPTION  CGS
 TR1286  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1286  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1286  HISTORY     - 1978     GOOD             NOS
 TR1286  HISTORY     - 1980     GOOD             NOS
 TR1286
 TR1286                          STATION DESCRIPTION
 TR1286
 TR1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (RBD)
 TR1286'THIS STATION IS MARKED BY A 7/8-INCH HOLE DRILLED 2 INCHES INTO TOP
 TR1286'OF BLACK BOULDER ABOUT 3 FEET HIGH.  BOULDER IS SITUATED ON POINT
 TR1286'ON N SIDE OF ENTRANCE TO DUGULA BAY.  MAGNETIC AZIMUTH OF LINE FROM
 TR1286'HOLE TO BLAZE ON TREE OVERHANGING BANK IS 54 DEG 30 MIN.  DISTANCE
 TR1286'97.9 FEET.
 TR1286'
 TR1286'AT HIGH WATER STATION IS AWASH.
 TR1286
 TR1286                          STATION RECOVERY (1934)
 TR1286
 TR1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 TR1286'STATION IS LOCATED ON BOULDER AT ROUNDING POINT OF SHORE LINE AS IT
 TR1286'TURNS FROM DUGULA BAY NORTHWARD.  AN INSTRUMENT TRIPOD CAN BE
 TR1286'PLACED ON TOP OF THIS BOULDER.  THIS STATION WAS ABANDONED IN 1907 IN
 TR1286'FAVOR OF STATION STONE THAT IS FARTHER INSHORE.  IN 1924 A STANDARD
 TR1286'STATION DISK WAS SET AT STATION STONE AND A REFERENCE MARK AT
 TR1286'STATION BOULDER.  TO AVOID EXTENSIVE CLEARING, HOWEVER, STATION
 TR1286'BOULDER IS MORE FAVORABLY SITUATED.  ACCORDINGLY IT WAS USED IN THE
 TR1286'1934 SCHEME, AND A TRIANGLE WAS CHISELED ON THE REFERENCE MARK AND
 TR1286'BOULDER 1907-34 WAS STAMPED ON IT.  STATION STONE IS 24.578 METERS
 TR1286'INSHORE FROM STATION BOULDER.
 TR1286
 TR1286                          STATION RECOVERY (1939)
 TR1286
 TR1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1286'RECOVERED AS DESCRIBED.  TWO REFERENCE MARKS WERE PLACED.
 TR1286'
 TR1286'ON WHIDBEY ISLAND, ON THE GENTLY ROUNDING POINT ABOUT 1-1/4 MILES N
 TR1286'OF DUGULA BAY, ABOUT 15 METERS OUTSIDE HIGH-WATER LINE, ON A LARGE
 TR1286'BOULDER PROJECTING ABOUT 2 FEET ABOVE THE BEACH, A STANDARD
 TR1286'REFERENCE MARK DISK WITH A TRIANGLE CHISELED AROUND ARROW SET IN A
 TR1286'DRILL HOLE.  BOULDER 1907-1934, IS STAMPED ON REFERENCE MARK.
 TR1286'
 TR1286'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN A BOULDER AS
 TR1286'DESCRIBED IN NOTE 12C.
 TR1286'
 TR1286'REFERENCE MARK NO.1 IS NNW OF STATION.  REFERENCE MARK NO.2 IS SW OF
 TR1286'STATION.
 TR1286
 TR1286                          STATION RECOVERY (1960)
 TR1286
 TR1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1286'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1286'CONDITION.  DISTANCES TO THE REFERENCE MARKS WERE REMEASURED.
 TR1286'
 TR1286'THE STATION IS A STANDARD REFERENCE MARK DISK WITH A TRIANGLE CUT IN
 TR1286'THE DISK AND STAMPED BOULDER 1907...34 SET IN A DRILL HOLE IN THE
 TR1286'ROCK.
 TR1286'
 TR1286'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED 1 1939 SET IN
 TR1286'A DRILL HOLE IN A BOULDER.
 TR1286'
 TR1286'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED 2 1939 SET IN
 TR1286'A DRILL HOLE IN A BOULDER.
 TR1286'
 TR1286'THE RECOVERY NOTE BY R.W.K. IN 1939 IS ADEQUATE AND COMPLETE.
 TR1286
 TR1286                          STATION RECOVERY (1978)
 TR1286
 TR1286'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 TR1286'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TR1286'CONDITION.
 TR1286'THE STATION AND REFERENCE MARKS ARE STANDARD USC+GS DISKS UNSTAMPED
 TR1286'SET IN THE BARE BEDROCK.
 TR1286
 TR1286                          STATION RECOVERY (1980)
 TR1286
 TR1286'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 TR1286'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 TR1286'REFERENCE MARK 1 HAS BEEN DISTURBED, AS THE BOULDER CONTAINING
 TR1286'THE DISK HAS MOVED AND THE ARROW ON THE DISK NOW POINTS AWAY FROM
 TR1286'THE STATION. STATION STONE 1907 WAS ALSO RECOVERED IN GOOD
 TR1286'CONDITION.
 TR1286'THE STATION IS LOCATED ON THE EAST SHORE OF WHIDBEY ISLAND, ON
 TR1286'THE WEST SHORE OF SKAGIT BAY, ABOUT 6.5 KILOMETERS (4 MILES)
 TR1286'WEST-SOUTHWEST OF THE TOWN OF LA CONNER, ON A ROUNDING POINT, AT
 TR1286'THE NORTH PART OF DUGALLA BAY, ON THE BEACH AND AWASH AT THE
 TR1286'HIGHER TIDES.
 TR1286'
 TR1286'THE STATION WAS REACHED BY BOAT, LANDING AT THE STATION SITE.
 TR1286'
 TR1286'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 TR1286'STAMPED---BOULDER 1907-34---, A TRIANGLE HAS BEEN CENTER PUNCHED
 TR1286'AROUND THE CENTER OF THE ARROW.
 TR1286'SET INTO THE TOP OF A BOULDER OF 1 METERS
 TR1286'LARGEST DIMENSION.  IT IS LOCATED
 TR1286'15.0 METER (50 FT) EAST FROM THE EDGE OF THE TREE LINE.
 TR1286'
 TR1286'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 TR1286'STAMPED---1 1939---,
 TR1286'SET INTO THE TOP OF A BOULDER OF 0.5  METERS
 TR1286'LARGEST DIMENSION.  IT IS LOCATED
 TR1286'20.0 METER (65 FT) EAST FROM BASE OF THE LOW BLUFF AND THE TREE
 TR1286'LINE, SET ON A SLANT AND COVERED AT ABOUT 1/2 TIDE. THE ARROW ON
 TR1286'DISK POINTS AWAY FROM THE STATION.
 TR1286'MARK IS BELOW STATION 1.2 METERS.
 TR1286'
 TR1286'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 TR1286'STAMPED---2 1939---,
 TR1286'SET INTO THE TOP OF A BOULDER OF 1 METERS
 TR1286'LARGEST DIMENSION.  IT IS LOCATED
 TR1286'12 METER (40 FT) EAST FROM THE EDGE OF THE TREES, ON THE BEACH
 TR1286'AND AWASH AT THE HIGHER TIDES.
 TR1286'MARK IS LEVEL WITH STATION.
 TR1286'
 TR1286'REFERENCE MARK
 TR1286'STATION STONE 1907 IS A CGS TRIANGULATION DISK,
 TR1286'STAMPED---STONE 1924---, SET IN A DRILL HOLE IN TOP OF A 1 METER
 TR1286'HIGH BOULDER AT THE STORM HIGH WATER LINE AND AT THE EDGE OF THE
 TR1286'BRUSH AND TREES.
 TR1286'MARK IS ABOVE STATION 1 METERS.
 TR1286'
 TR1286'HEIGHT OF SIGNAL WAS 1.57 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1757 ***********************************************************************
 TR1757  DESIGNATION -  BOULDER RESET
 TR1757  PID         -  TR1757
 TR1757  STATE/COUNTY-  WA/SAN JUAN
 TR1757  USGS QUAD   -  LOPEZ PASS (1973)
 TR1757
 TR1757                         *CURRENT SURVEY CONTROL
 TR1757  ___________________________________________________________________
 TR1757* NAD 83(1991)-  48 25 56.34358(N)    122 48 07.34055(W)     ADJUSTED  
 TR1757* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 TR1757  ___________________________________________________________________
 TR1757  LAPLACE CORR-          -7.62  (seconds)                    DEFLEC99
 TR1757  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 TR1757
 TR1757  HORZ ORDER  -  THIRD
 TR1757
 TR1757.The horizontal coordinates were established by classical geodetic methods
 TR1757.and adjusted by the National Geodetic Survey in December 1991..
 TR1757
 TR1757.The orthometric height was scaled from a topographic map.
 TR1757
 TR1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1757
 TR1757.The geoid height was determined by GEOID03.
 TR1757
 TR1757;                    North         East     Units Scale Factor Converg.
 TR1757;SPC WA N     -   161,114.002   354,338.399   MT  0.99995729   -1 27 56.7
 TR1757;SPC WA N     -   528,588.19  1,162,525.23   sFT  0.99995729   -1 27 56.7
 TR1757;UTM  10      - 5,364,371.279   514,643.196   MT  0.99960263   +0 08 53.2
 TR1757
 TR1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1757!SPC WA N     -   0.99999995  x   0.99995729  =   0.99995724
 TR1757!UTM  10      -   0.99999995  x   0.99960263  =   0.99960258
 TR1757
 TR1757:                Primary Azimuth Mark                     Grid Az
 TR1757:SPC WA N     -  JAM                                      017 09 12.1
 TR1757:UTM  10      -  JAM                                      015 32 22.2
 TR1757
 TR1757|---------------------------------------------------------------------|
 TR1757| PID    Reference Object                     Distance      Geod. Az  |
 TR1757|                                                           dddmmss.s |
 TR1757| TR2054 JAM                                 APPROX. 8.9 KM 0154115.4 |
 TR1757| CF7623 BOULDER RM 1                          6.162 METERS 01610     |
 TR1757| TR1417 BURROWS ISLAND LIGHT                APPROX. 8.3 KM 0521126.1 |
 TR1757| CF7624 BOULDER RM 2                          8.688 METERS 26842     |
 TR1757|---------------------------------------------------------------------|
 TR1757
 TR1757                          SUPERSEDED SURVEY CONTROL
 TR1757
 TR1757  NAD 83(1986)-  48 25 56.34559(N)    122 48 07.34532(W) AD(       ) 3
 TR1757  NAD 27      -  48 25 56.98300(N)    122 48 02.70500(W) AD(       ) 3
 TR1757
 TR1757.Superseded values are not recommended for survey control.
 TR1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1757.See file dsdata.txt to determine how the superseded data were derived.
 TR1757
 TR1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1464364371(NAD 83)
 TR1757
 TR1757  HISTORY     - Date     Condition        Report By
 TR1757  HISTORY     - 1854     MONUMENTED       CGS
 TR1757  HISTORY     - 1889     SEE DESCRIPTION  CGS
 TR1757  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TR1757  HISTORY     - 1935     SEE DESCRIPTION  CGS
 TR1757  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1757  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TR1757
 TR1757                          STATION DESCRIPTION
 TR1757
 TR1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (GD)
 TR1757'STATION IS ON A SMALL ISLAND OFF LOPEZ ISLAND, ROSARIO STRAIT,
 TR1757'ABOUT 10 FEET S OF THE HIGHEST PART OF THE ISLAND, WITHOUT NATURAL
 TR1757'OBJECTS TO REFER TO, MARKED BY 1/2-INCH HOLE DRILLED 2 INCHES IN
 TR1757'ROCK.
 TR1757
 TR1757                          STATION RECOVERY (1889)
 TR1757
 TR1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1889 (JJG)
 TR1757'STATION WAS RECOVERED AS DESCRIBED.
 TR1757
 TR1757                          STATION RECOVERY (1926)
 TR1757
 TR1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR1757'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT MARK SEEMS NEARER
 TR1757'HIGHEST POINT OF ISLAND RATHER THAN 10 FEET S OF HIGHEST POINT AS
 TR1757'IN ORIGINAL DESCRIPTION.  THE HOLE FOUND WAS
 TR1757'UNMISTAKABLE.  RE-MARKED WITH STANDARD DISK AND REFERENCED WITH
 TR1757'TWO REFERENCE DISKS.
 TR1757'
 TR1757'REFERENCE MARK NO.1 IS 8.746 METERS DISTANT FROM STATION IN
 TR1757'AZIMUTH 88 DEG 41 MIN 53 SEC.
 TR1757'
 TR1757'REFERENCE MARK NO.2 IS 6.176 METERS DISTANT FROM STATION IN
 TR1757'AZIMUTH 167 DEG 44 MIN 58 SEC.
 TR1757
 TR1757                          STATION RECOVERY (1935)
 TR1757
 TR1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 TR1757'STATION IS LOCATED ON THE HIGHEST PART OF BOULDER ISLAND JUST OFF
 TR1757'WATMOUGH HEAD.  STATION AND REFERENCE MARKS ARE STANDARD DISKS SET
 TR1757'IN SOLID ROCK.  THE STANDARD DISK RE-MARKING THE STATION AND TWO
 TR1757'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 TR1757
 TR1757                          STATION RECOVERY (1939)
 TR1757
 TR1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR1757'STATION IS LOCATED AT SW ENTRANCE TO ROSARIO STRAIT, OFF THE SE
 TR1757'END OF LOPEZ ISLAND, N OF WATMOUGH HEAD, ON HIGHEST POINT OF
 TR1757'BOULDER ISLAND.
 TR1757'
 TR1757'THE MARKS SET IN 1926 ARE NOT STAMPED.
 TR1757
 TR1757                          STATION RECOVERY (1972)
 TR1757
 TR1757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GCS)
 TR1757'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY G.D. IN BOOK
 TR1757'NO. 648 PAGE 3, R.M. 1 AND R.M. 2 WERE ALSO RECOVERED IN GOOD
 TR1757'CONDITION.
 TR1757'
 TR1757'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1757'8.6 N.M. NW ANACORTES, WA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1470 ***********************************************************************
 TR1470  DESIGNATION -  BOULDER USE 1920
 TR1470  PID         -  TR1470
 TR1470  STATE/COUNTY-  WA/ISLAND
 TR1470  USGS QUAD   -  CAMANO (1978)
 TR1470
 TR1470                         *CURRENT SURVEY CONTROL
 TR1470  ___________________________________________________________________
 TR1470* NAD 83(1991)-  48 08 52.27509(N)    122 34 03.32773(W)     ADJUSTED  
 TR1470* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 TR1470  ___________________________________________________________________
 TR1470  LAPLACE CORR-          -9.32  (seconds)                    DEFLEC99
 TR1470  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 TR1470
 TR1470  HORZ ORDER  -  SECOND
 TR1470
 TR1470.The horizontal coordinates were established by classical geodetic methods
 TR1470.and adjusted by the National Geodetic Survey in December 1991..
 TR1470
 TR1470.The orthometric height was scaled from a topographic map.
 TR1470
 TR1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1470
 TR1470.The geoid height was determined by GEOID03.
 TR1470
 TR1470;                    North         East     Units Scale Factor Converg.
 TR1470;SPC WA N     -   129,075.156   370,968.995   MT  0.99994239   -1 17 28.3
 TR1470;SPC WA N     -   423,474.07  1,217,087.44   sFT  0.99994239   -1 17 28.3
 TR1470;UTM  10      - 5,332,824.220   532,163.457   MT  0.99961271   +0 19 19.5
 TR1470
 TR1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1470!SPC WA N     -   1.00000339  x   0.99994239  =   0.99994578
 TR1470!UTM  10      -   1.00000339  x   0.99961271  =   0.99961610
 TR1470
 TR1470:                Primary Azimuth Mark                     Grid Az
 TR1470:SPC WA N     -  MASON 2                                  100 59 35.2
 TR1470:UTM  10      -  MASON 2                                  099 22 47.4
 TR1470
 TR1470|---------------------------------------------------------------------|
 TR1470| PID    Reference Object                     Distance      Geod. Az  |
 TR1470|                                                           dddmmss.s |
 TR1470| TR1452 MASON 2                             APPROX. 3.9 KM 0994206.9 |
 TR1470|---------------------------------------------------------------------|
 TR1470
 TR1470                          SUPERSEDED SURVEY CONTROL
 TR1470
 TR1470  NAD 83(1986)-  48 08 52.27590(N)    122 34 03.33163(W) AD(       ) 2
 TR1470  NAD 27      -  48 08 52.93700(N)    122 33 58.75600(W) AD(       ) 2
 TR1470
 TR1470.Superseded values are not recommended for survey control.
 TR1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1470.See file dsdata.txt to determine how the superseded data were derived.
 TR1470
 TR1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3216332824(NAD 83)
 TR1470
 TR1470  HISTORY     - Date     Condition        Report By
 TR1470  HISTORY     - 1920     MONUMENTED       USE
 TR1470  HISTORY     - 1944     SEE DESCRIPTION  CGS
 TR1470  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1470
 TR1470                          STATION DESCRIPTION
 TR1470
 TR1470'DESCRIBED BY US ENGINEERS 1920
 TR1470'STATION IS LOCATED ON SARATOGA PASSAGE, WHIDBEY ISLAND, 3 MILES N OF
 TR1470'GREENBANK, AND 3 MILES SW OF CAMANO WHARF.  THE STATION IS A LARGE
 TR1470'PROMINENT BOULDER 10 FEET HIGH AND 12 FEET IN DIAMETER, AT HALF
 TR1470'TIDE, ON A ROUNDING POINT 1/4 MILE S OF A LONG SAND SPIT AND
 TR1470'LAGOON.
 TR1470'
 TR1470'STATION IS MARKED WITH A LEAD PLUG AND BRASS SCREW ABOUT 1-1/2
 TR1470'FEET BELOW TOP OF BOULDER.
 TR1470'
 TR1470'ELEVATION 13.10 FEET ABOVE MEAN LOW WATER.  NO SIGNAL.
 TR1470
 TR1470                          STATION RECOVERY (1944)
 TR1470
 TR1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (CP)
 TR1470'RECOVERED AS DESCRIBED.  BOULDER IS CONICAL-SHAPED AND THE LARGEST
 TR1470'IN THE VICINITY.
 TR1470'
 TR1470'TWO BRONZE REFERENCE DISKS WERE SET IN BOULDERS SLIGHTLY INSHORE
 TR1470'FROM THE STATION.  THEY ARE STAMPED NO 1 BOULDER 1944 AND NO 2
 TR1470'BOULDER 1944 RESPECTIVELY.
 TR1470'
 TR1470'IT WAS NOT POSSIBLE TO SET AN INSTRUMENT OVER THE STATION BUT A
 TR1470'POINT ABOUT A METER DISTANT, ON THE SAME BOULDER, WAS OCCUPIED
 TR1470'ECCENTRICALLY.  OBSERVED ANGLES TO REFERENCE MARKS WERE CONVERTED
 TR1470'TO MAIN STATION.
 TR1470
 TR1470                          STATION RECOVERY (1960)
 TR1470
 TR1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1470'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1470'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH
 TR1470'A STEEL TAPE AND FOUND TO BE SLIGHTLY IN ERROR.
 TR1470'
 TR1470'THE STATION IS ON SARATOGA PASSAGE, ON THE EAST SIDE OF WHIDBEY
 TR1470'ISLAND, ABOUT 3 MILES NORTH OF GREENBANK, ABOUT 3 MILES SOUTHWEST
 TR1470'OF ONAMAC POINT LT., 1/4 MILE SOUTH OF A LAGOON, AT THE NORTHERN
 TR1470'END OF NORTH BLUFF, IN THE TOP OF THE LARGEST CONICAL SHAPED ROCK
 TR1470'IN THE AREA AND IS A BRASS SCREW WITH A PUNCH MARK IN IT, SET IN A
 TR1470'LEAD PLUG IN A DRILL HOLE ABOUT 1-1/2 FEET BELOW THE HIGHEST
 TR1470'POINT OF THE ROCK.
 TR1470'
 TR1470'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED BOULDER
 TR1470'USED NO 1 1920 1943 SET IN A DRILL HOLE IN THE TOP OF A BOULDER
 TR1470'WHICH IS INSHORE AND SOUTH OF THE STATION.  THE DISTANCE MEASURED
 TR1470'TO THIS MARK IS 12.942 M (42.46 FT.)
 TR1470'
 TR1470'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED BOULDER USED
 TR1470'NO 2 1920 1943 SET IN A DRILL HOLE IN TOP OF A BOULDER WHICH IS
 TR1470'INSHORE AND NORTHWEST OF THE STATION.  THE DISTANCE MEASURED TO
 TR1470'THIS MARK IS 30.264 M (99.29 FT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0891 ***********************************************************************
 TO0891  DESIGNATION -  BOUN MON 180 US CAN 1930
 TO0891  PID         -  TO0891
 TO0891  STATE/COUNTY-  WA/STEVENS
 TO0891  USGS QUAD   -  
 TO0891
 TO0891                         *CURRENT SURVEY CONTROL
 TO0891  ___________________________________________________________________
 TO0891* NAD 83(1991)-  49 00 02.64037(N)    117 38 14.94978(W)     ADJUSTED  
 TO0891* NAVD 88     -       446.     (meters)    1463.     (feet)  SCALED    
 TO0891  ___________________________________________________________________
 TO0891  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 TO0891  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 TO0891
 TO0891  HORZ ORDER  -  SECOND
 TO0891
 TO0891.The horizontal coordinates were established by classical geodetic methods
 TO0891.and adjusted by the National Geodetic Survey in December 1991..
 TO0891
 TO0891.The orthometric height was scaled from a topographic map.
 TO0891
 TO0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0891
 TO0891.The geoid height was determined by GEOID03.
 TO0891
 TO0891;                    North         East     Units Scale Factor Converg.
 TO0891;SPC WA N     -   227,316.144   733,789.567   MT  1.00006130   +2 22 45.7
 TO0891;SPC WA N     -   745,786.38  2,407,441.27   sFT  1.00006130   +2 22 45.7
 TO0891;UTM  11      - 5,427,733.083   453,373.478   MT  0.99962671   -0 28 52.1
 TO0891
 TO0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0891!SPC WA N     -   0.99993269  x   1.00006130  =   0.99999399
 TO0891!UTM  11      -   0.99993269  x   0.99962671  =   0.99955943
 TO0891
 TO0891                          SUPERSEDED SURVEY CONTROL
 TO0891
 TO0891  NAD 83(1986)-  49 00 02.63308(N)    117 38 14.95427(W) AD(       ) 2
 TO0891
 TO0891.Superseded values are not recommended for survey control.
 TO0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0891.See file dsdata.txt to determine how the superseded data were derived.
 TO0891
 TO0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ5337327733(NAD 83)
 TO0891_MARKER: Z = SEE DESCRIPTION
 TO0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0891_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0891+STABILITY: SURFACE MOTION
 TO0891
 TO0891  HISTORY     - Date     Condition        Report By
 TO0891  HISTORY     - 1905     MONUMENTED       IBC
 TO0891  HISTORY     - 1957     GOOD             IBC
 TO0891
 TO0891                          STATION DESCRIPTION
 TO0891
 TO0891'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO0891'THE GENERAL TYPE OF ALUMINUM - BRONZE MONUMENTS SET IN 1904-09 ARE
 TO0891'HOLLOW SHAFTS SET IN A CONCRETE BASE.  THEY WERE MADE OF SECTIONAL
 TO0891'DESIGN TO FACILITATE TRANSPORTATION TO THEIR SITES IN THE RUGGED
 TO0891'MOUNTAIN COUNTRY BY PACK HORSES AND BY BACK - PACKING BY MEN.
 TO0891'
 TO0891'THE INSCRIPTIONS ON THE MONUMENTS ARE OF TWO DIFFERENT WORDINGS.  ON
 TO0891'THOSE SET WEST OF THE SUMMIT OF THE ROCKY MOUNTAINS.  CONSECUTIVE
 TO0891'NUMBERS 2 TO 272.  THE INSCRIPTIONS ARE CAST IN SMALL RAISED LETTERS
 TO0891'IN HORIZONTAL LINES ACROSS THE MIDDLE SECTION OF THE SHAFT AND ARE
 TO0891'AS FOLLOWS--ON THE NORTH FACE,---CANADA---, ON THE SOUTH FACE
 TO0891'---UNITED STATES---, ON THE EAST FACE,---TREATY OF 1846, LINE
 TO0891'ESTABLISHED 1857-1861, SURVEYED AND MARKED 1903-1907---.  THE WEST
 TO0891'FACE IS BLANK EXCEPT FOR THE NUMBER OF THE MONUMENT, WHICH IS IN
 TO0891'RAISED FIGURES ON A PLATE THAT IS ATTACHED TO THE TOP SECTION OF THE
 TO0891'SHAFT BY MEANS OF A GROOVED SLOT DESIGNED FOR THAT PURPOSE.  ON THOSE
 TO0891'SET EAST OF THE SUMMIT OF THE ROCKY MOUNTAINS, CONSECUTIVE NUMBERS
 TO0891'273 TO 302, THE INSCRIPTIONS ARE CAST IN LARGE RAISED LETTERS, IN
 TO0891'VERTICAL LINES READING UPWARD, ON THE TOP SECTION OF THE SHAFT AND
 TO0891'ARE AS FOLLOWS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TO0891'---UNITED STATES---, ON THE EAST FACE---TREATY OF 1908---, ON THE
 TO0891'WEST FACE---CONVENTION OF 1918---.  ON THE WEST FACE, THE NUMBER OF
 TO0891'THE MONUMENT IS OUTLINED BY DRILL HOLES.
 TO0891
 TO0891                          STATION RECOVERY (1957)
 TO0891
 TO0891'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (WMS)
 TO0891'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0846 ***********************************************************************
 TO0846  DESIGNATION -  BOUNDARY
 TO0846  PID         -  TO0846
 TO0846  STATE/COUNTY-  WA/STEVENS
 TO0846  USGS QUAD   -  BOUNDARY (1992)
 TO0846
 TO0846                         *CURRENT SURVEY CONTROL
 TO0846  ___________________________________________________________________
 TO0846* NAD 83(1991)-  48 58 02.92000(N)    117 38 42.89023(W)     ADJUSTED  
 TO0846* NAVD 88     -       619.4    (meters)    2032.     (feet)  VERTCON   
 TO0846  ___________________________________________________________________
 TO0846  LAPLACE CORR-           8.35  (seconds)                    DEFLEC99
 TO0846  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 TO0846
 TO0846  HORZ ORDER  -  SECOND
 TO0846
 TO0846.The horizontal coordinates were established by classical geodetic methods
 TO0846.and adjusted by the National Geodetic Survey in December 1991..
 TO0846
 TO0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0846
 TO0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0846
 TO0846.The geoid height was determined by GEOID03.
 TO0846
 TO0846;                    North         East     Units Scale Factor Converg.
 TO0846;SPC WA N     -   223,597.215   733,375.302   MT  1.00005248   +2 22 24.9
 TO0846;SPC WA N     -   733,585.20  2,406,082.14   sFT  1.00005248   +2 22 24.9
 TO0846;UTM  11      - 5,424,041.047   452,774.401   MT  0.99962740   -0 29 12.3
 TO0846
 TO0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0846!SPC WA N     -   0.99990556  x   1.00005248  =   0.99995803
 TO0846!UTM  11      -   0.99990556  x   0.99962740  =   0.99953299
 TO0846
 TO0846:                Primary Azimuth Mark                     Grid Az
 TO0846:SPC WA N     -  OMEGA                                    049 41 36.4
 TO0846:UTM  11      -  OMEGA                                    052 33 13.6
 TO0846
 TO0846|---------------------------------------------------------------------|
 TO0846| PID    Reference Object                     Distance      Geod. Az  |
 TO0846|                                                           dddmmss.s |
 TO0846| TO0845 OMEGA                               APPROX. 3.5 KM 0520401.3 |
 TO0846| CF1995 BOUNDARY RM 1                         6.206 METERS 07118     |
 TO0846| TO0850 BOUNDARY EAST BASE                  371.926 METERS 29143     |
 TO0846|---------------------------------------------------------------------|
 TO0846
 TO0846                          SUPERSEDED SURVEY CONTROL
 TO0846
 TO0846  NAD 83(1986)-  48 58 02.91409(N)    117 38 42.89473(W) AD(       ) 2
 TO0846  NAD 27      -  48 58 03.23600(N)    117 38 38.98400(W) AD(       ) 2
 TO0846  NGVD 29 (07/19/86)  618.2    (m)         2028.     (f) VERT ANG       
 TO0846
 TO0846.Superseded values are not recommended for survey control.
 TO0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0846.See file dsdata.txt to determine how the superseded data were derived.
 TO0846
 TO0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ5277424041(NAD 83)
 TO0846_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0846_SETTING: 66 = SET IN ROCK OUTCROP
 TO0846_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TO0846
 TO0846  HISTORY     - Date     Condition        Report By
 TO0846  HISTORY     - 1936     MONUMENTED       BOR
 TO0846  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TO0846
 TO0846                          STATION DESCRIPTION
 TO0846
 TO0846'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0846'LOCATED IN THE SE 1/4 SEC. 16, T. 40 N., R. 41 E., ON BREAK OF
 TO0846'HILL 700 FEET ABOVE RIVER AND ONE MILE SE OF NEW BOUNDARY,
 TO0846'WASHINGTON.  THERE IS A ROUNDED KNOB AT TOP OF HILL 250 FEET SE AND
 TO0846'50 FEET HIGHER THAN STATION.  THE MARKER WILL BE COVERED OVER WITH
 TO0846'DIRT BUT PLATFORM WAS BUILT UP WITH ROCK AND DIRT ON DOWNHILL
 TO0846'SIDE.
 TO0846'
 TO0846'TO REACH STATION FROM AMES SALES AND SERVICE STATION AT NORTHPORT,
 TO0846'GO NE.  0.20 RIGHT FORK.  0.40 LEFT FORK.  1.85 RIGHT FORK.  2.30
 TO0846'CROSS DEEP CREEK BRIDGE.  2.90 ROAD COMES IN FROM RIGHT.  3.25
 TO0846'LEFT FORK.  5.20 PASS LARGE ORCHARD.  8.55 RIGHT ON OLD WOOD
 TO0846'ROAD AND GO ABOUT 500 FEET WITH CAR.  LEAVE CAR AND CONTINUE ON
 TO0846'FOOT 500 FEET, THEN BEAR OFF TO RIGHT, STRIKE GAME TRAIL AND
 TO0846'FOLLOW TO STATION.
 TO0846'
 TO0846'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 21A,
 TO0846'RESPECTIVELY.
 TO0846'
 TO0846'HEIGHT OF STAND ABOVE STATION MARK - 1.36 METERS.
 TO0846
 TO0846                          STATION RECOVERY (1947)
 TO0846
 TO0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TO0846'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 TO0846'AS DESCRIBED BY THE U.S.B.R. IN 1936.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0850 ***********************************************************************
 TO0850  DESIGNATION -  BOUNDARY EAST BASE
 TO0850  PID         -  TO0850
 TO0850  STATE/COUNTY-  WA/STEVENS
 TO0850  USGS QUAD   -  BOUNDARY (1992)
 TO0850
 TO0850                         *CURRENT SURVEY CONTROL
 TO0850  ___________________________________________________________________
 TO0850* NAD 83(1991)-  48 58 07.37466(N)    117 38 59.87929(W)     ADJUSTED  
 TO0850* NAVD 88     -       408.4    (meters)    1340.     (feet)  VERTCON   
 TO0850  ___________________________________________________________________
 TO0850  LAPLACE CORR-           7.69  (seconds)                    DEFLEC99
 TO0850  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 TO0850
 TO0850  HORZ ORDER  -  SECOND
 TO0850
 TO0850.The horizontal coordinates were established by classical geodetic methods
 TO0850.and adjusted by the National Geodetic Survey in December 1991..
 TO0850
 TO0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0850
 TO0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0850
 TO0850.The geoid height was determined by GEOID03.
 TO0850
 TO0850;                    North         East     Units Scale Factor Converg.
 TO0850;SPC WA N     -   223,720.414   733,024.353   MT  1.00005280   +2 22 12.3
 TO0850;SPC WA N     -   733,989.39  2,404,930.73   sFT  1.00005280   +2 22 12.3
 TO0850;UTM  11      - 5,424,181.547   452,430.183   MT  0.99962780   -0 29 25.1
 TO0850
 TO0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0850!SPC WA N     -   0.99993862  x   1.00005280  =   0.99999142
 TO0850!UTM  11      -   0.99993862  x   0.99962780  =   0.99956644
 TO0850
 TO0850|---------------------------------------------------------------------|
 TO0850| PID    Reference Object                     Distance      Geod. Az  |
 TO0850|                                                           dddmmss.s |
 TO0850| TO0846 BOUNDARY                            371.926 METERS 11143     |
 TO0850| CF1151 BOUNDARY EAST BASE RM 1              16.346 METERS 22835     |
 TO0850| TO0848 DRY                                 APPROX. 1.3 KM 3143826.0 |
 TO0850|---------------------------------------------------------------------|
 TO0850
 TO0850                          SUPERSEDED SURVEY CONTROL
 TO0850
 TO0850  NAD 83(1986)-  48 58 07.36871(N)    117 38 59.88354(W) AD(       ) 2
 TO0850  NAD 27      -  48 58 07.69100(N)    117 38 55.97100(W) AD(       ) 2
 TO0850  NGVD 29 (07/19/86)  407.2    (m)         1336.     (f) VERT ANG       
 TO0850
 TO0850.Superseded values are not recommended for survey control.
 TO0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0850.See file dsdata.txt to determine how the superseded data were derived.
 TO0850
 TO0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ5243024182(NAD 83)
 TO0850_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0850
 TO0850  HISTORY     - Date     Condition        Report By
 TO0850  HISTORY     - 1936     MONUMENTED       BOR
 TO0850  HISTORY     - 1952     SEE DESCRIPTION  USGS
 TO0850
 TO0850                          STATION DESCRIPTION
 TO0850
 TO0850'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0850'LOCATED IN THE SE 1/4 SEC. 17, T. 40 N., R. 41 E., 24 FEET E OF
 TO0850'SPOKANE AND NORTHERN RAILROAD, AT BEGINNING OF CURVE, 300 FEET
 TO0850'BEYOND MILEPOST 137.
 TO0850'
 TO0850'TO REACH STATION FROM AMES SALES AND SERVICE STATION AT NORTHPORT,
 TO0850'GO NE.  0.2 MILE RIGHT FORK.  0.4 LEFT FORK.  1.85 RIGHT FORK.  2.3
 TO0850'CROSS DEEP CREEK BRIDGE.  2.9 ROAD COMES IN FROM RIGHT.  3.25
 TO0850'LEFT FORK.  5.2 PASS LARGE ORCHARD.  8.65 LEAVE CAR AND WALK
 TO0850'TOWARD RAILROAD TRACKS.  STATION IS BETWEEN ROAD AND TRACKS.
 TO0850'
 TO0850'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 11A,
 TO0850'RESPECTIVELY.
 TO0850'
 TO0850'HEIGHT OF STAND ABOVE STATION MARK - 6.15 METERS.
 TO0850
 TO0850                          STATION RECOVERY (1952)
 TO0850
 TO0850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 TO0850'STATION COULD NOT BE FOUND AFTER A LONG AND CAREFUL SEARCH.
 TO0850'
 TO0850'REFERENCE MARK 1 (ONLY ONE SET) FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0624 ***********************************************************************
 TR0624  DESIGNATION -  BOUNDARY MON 5 B CD US
 TR0624  PID         -  TR0624
 TR0624  STATE/COUNTY-  WA/WHATCOM
 TR0624  USGS QUAD   -  
 TR0624
 TR0624                         *CURRENT SURVEY CONTROL
 TR0624  ___________________________________________________________________
 TR0624* NAD 83(1991)-  49 00 07.52209(N)    122 45 25.02717(W)     ADJUSTED  
 TR0624* NAVD 88     -        10.591  (meters)      34.75   (feet)  ADJUSTED  
 TR0624  ___________________________________________________________________
 TR0624  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 TR0624  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 TR0624  DYNAMIC HT  -          10.594 (meters)      34.76  (feet)  COMP
 TR0624  MODELED GRAV-     980,915.4   (mgal)                       NAVD 88
 TR0624
 TR0624  HORZ ORDER  -  THIRD
 TR0624  VERT ORDER  -  FIRST     CLASS I
 TR0624
 TR0624.The horizontal coordinates were established by classical geodetic methods
 TR0624.and adjusted by the National Geodetic Survey in December 1991..
 TR0624.No horizontal observational check was made to the station.
 TR0624
 TR0624.The orthometric height was determined by differential leveling
 TR0624.and adjusted by the National Geodetic Survey in June 1991..
 TR0624
 TR0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0624
 TR0624.The geoid height was determined by GEOID03.
 TR0624
 TR0624.The dynamic height is computed by dividing the NAVD 88
 TR0624.geopotential number by the normal gravity value computed on the
 TR0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0624.degrees latitude (g = 980.6199 gals.).
 TR0624
 TR0624.The modeled gravity was interpolated from observed gravity values.
 TR0624
 TR0624;                    North         East     Units Scale Factor Converg.
 TR0624;SPC WA N     -   224,370.969   359,257.238   MT  1.00006167   -1 25 55.8
 TR0624;SPC WA N     -   736,123.75  1,178,663.12   sFT  1.00006167   -1 25 55.8
 TR0624;UTM  10      - 5,427,716.514   517,776.394   MT  0.99960388   +0 11 00.4
 TR0624
 TR0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0624!SPC WA N     -   1.00000165  x   1.00006167  =   1.00006332
 TR0624!UTM  10      -   1.00000165  x   0.99960388  =   0.99960553
 TR0624
 TR0624|---------------------------------------------------------------------|
 TR0624| PID    Reference Object                     Distance      Geod. Az  |
 TR0624|                                                           dddmmss.s |
 TR0624| TR2649 MONUMENT 5 C                         63.198 METERS 08958     |
 TR0624| TR2648 MONUMENT 5 A                         14.138 METERS 26958     |
 TR0624|---------------------------------------------------------------------|
 TR0624
 TR0624                          SUPERSEDED SURVEY CONTROL
 TR0624
 TR0624  NAD 83(1986)-  49 00 07.51920(N)    122 45 24.97284(W) AD(       ) 3
 TR0624  NGVD 29 (??/??/92)    9.361  (m)           30.71   (f) ADJ UNCH    1 1
 TR0624
 TR0624.Superseded values are not recommended for survey control.
 TR0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0624.See file dsdata.txt to determine how the superseded data were derived.
 TR0624
 TR0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV1777627717(NAD 83)
 TR0624_MARKER: U = CONCRETE POST
 TR0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0624_SP_SET: CONCRETE SHAFT IN CONCRETE BASE
 TR0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0624+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002
 TR0624
 TR0624  HISTORY     - Date     Condition        Report By
 TR0624  HISTORY     - 1936     MONUMENTED       IBC
 TR0624  HISTORY     - 1973     GOOD             NGS
 TR0624  HISTORY     - 1979     GOOD             IBC
 TR0624  HISTORY     - 20021116 GOOD             USPSQD
 TR0624
 TR0624                          STATION DESCRIPTION
 TR0624
 TR0624'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1936 (DFC)
 TR0624'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TR0624'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TR0624'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TR0624'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TR0624'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TR0624'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TR0624'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TR0624'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TR0624'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TR0624'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TR0624'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TR0624'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TR0624'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TR0624'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TR0624'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TR0624'CONCRETE.
 TR0624'
 TR0624'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TR0624'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TR0624'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TR0624'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TR0624'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TR0624'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE.
 TR0624
 TR0624                          STATION RECOVERY (1973)
 TR0624
 TR0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TR0624'IN BLAINE.
 TR0624'AT BLAINE, ABOUT 300 YARDS NORTH OF THE U.S. CUSTOMS AND IMIGRATION
 TR0624'INSPECTION STATION, 20 FEET EAST OF THE CENTER LINE OF THE SOUTH BOUND
 TR0624'LANES OF THE HIGHWAY, 80 FEET WEST OF THE INTERNATIONAL PEACE ARCH,
 TR0624'THE POINT LEVELED TO WAS THE TOP OF THE POINT ON A 5 FOOT CONCRETE
 TR0624'BOUNDARY MARKER, INSCRIBED UNITED STATES ON THE SOUTH SIDE,
 TR0624'INTERNATIONAL BOUNDARY ON THE WEST SIDE, TREATY 1925 ON THE EAST SIDE,
 TR0624'AND CANADA ON THE NORTH SIDE, THE MONUMENT IS SET IN A CONCRETE BASE
 TR0624'BEARING THE INSCRIPTION 5B, ALL LETTERS ARE CAST INTO THE CONCRETE.
 TR0624'ALIAS NAME = INTERNATIONAL BOUNDARY MONUMENT 5B.
 TR0624
 TR0624                          STATION RECOVERY (1979)
 TR0624
 TR0624'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1979 (CJG)
 TR0624'STATION SEARCHED FOR AND RECOVERED.
 TR0624
 TR0624                          STATION RECOVERY (2002)
 TR0624
 TR0624'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 TR0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0620 ***********************************************************************
 TR0620  DESIGNATION -  BOUNDARY MON 5 CD US
 TR0620  PID         -  TR0620
 TR0620  STATE/COUNTY-  WA/WHATCOM
 TR0620  USGS QUAD   -  
 TR0620
 TR0620                         *CURRENT SURVEY CONTROL
 TR0620  ___________________________________________________________________
 TR0620* NAD 83(1991)-  49 00 07.52163(N)    122 45 26.16551(W)     ADJUSTED  
 TR0620* NAVD 88     -         8.650  (meters)      28.38   (feet)  ADJUSTED  
 TR0620  ___________________________________________________________________
 TR0620  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 TR0620  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 TR0620  DYNAMIC HT  -           8.653 (meters)      28.39  (feet)  COMP
 TR0620  MODELED GRAV-     980,915.7   (mgal)                       NAVD 88
 TR0620
 TR0620  HORZ ORDER  -  THIRD
 TR0620  VERT ORDER  -  FIRST     CLASS I
 TR0620
 TR0620.The horizontal coordinates were established by classical geodetic methods
 TR0620.and adjusted by the National Geodetic Survey in December 1991..
 TR0620
 TR0620.The orthometric height was determined by differential leveling
 TR0620.and adjusted by the National Geodetic Survey in June 1991..
 TR0620
 TR0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0620
 TR0620.The geoid height was determined by GEOID03.
 TR0620
 TR0620.The dynamic height is computed by dividing the NAVD 88
 TR0620.geopotential number by the normal gravity value computed on the
 TR0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0620.degrees latitude (g = 980.6199 gals.).
 TR0620
 TR0620.The modeled gravity was interpolated from observed gravity values.
 TR0620
 TR0620;                    North         East     Units Scale Factor Converg.
 TR0620;SPC WA N     -   224,371.534   359,234.107   MT  1.00006167   -1 25 56.7
 TR0620;SPC WA N     -   736,125.61  1,178,587.23   sFT  1.00006167   -1 25 56.7
 TR0620;UTM  10      - 5,427,716.426   517,753.267   MT  0.99960387   +0 10 59.5
 TR0620
 TR0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0620!SPC WA N     -   1.00000195  x   1.00006167  =   1.00006362
 TR0620!UTM  10      -   1.00000195  x   0.99960387  =   0.99960582
 TR0620
 TR0620:                Primary Azimuth Mark                     Grid Az
 TR0620:SPC WA N     -  TRAP                                     189 50 54.4
 TR0620:UTM  10      -  TRAP                                     188 13 58.2
 TR0620
 TR0620|---------------------------------------------------------------------|
 TR0620| PID    Reference Object                     Distance      Geod. Az  |
 TR0620|                                                           dddmmss.s |
 TR0620| TR2663 TRAP                                APPROX. 4.3 KM 1882457.7 |
 TR0620| TR2152 SEMIAHMOO LIGHTHOUSE IBC            APPROX. 2.2 KM 2405828.7 |
 TR0620|---------------------------------------------------------------------|
 TR0620
 TR0620                          SUPERSEDED SURVEY CONTROL
 TR0620
 TR0620  NAD 83(1986)-  49 00 07.51873(N)    122 45 26.11037(W) AD(       ) 3
 TR0620  NGVD 29 (??/??/92)    7.420  (m)           24.34   (f) ADJ UNCH    1 1
 TR0620
 TR0620.Superseded values are not recommended for survey control.
 TR0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0620.See file dsdata.txt to determine how the superseded data were derived.
 TR0620
 TR0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV1775327716(NAD 83)
 TR0620_MARKER: Z = SEE DESCRIPTION
 TR0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0620_SP_SET: METAL SHAFT IN CONCRETE BASE
 TR0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0620+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002
 TR0620
 TR0620  HISTORY     - Date     Condition        Report By
 TR0620  HISTORY     - 1905     MONUMENTED       IBC
 TR0620  HISTORY     - 1973     GOOD             NGS
 TR0620  HISTORY     - 20021116 GOOD             USPSQD
 TR0620
 TR0620                          STATION DESCRIPTION
 TR0620
 TR0620'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TR0620'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TR0620'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TR0620'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TR0620'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TR0620'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TR0620'MONUMENT.
 TR0620
 TR0620                          STATION RECOVERY (1973)
 TR0620
 TR0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TR0620'0.5 MI N FROM BLAINE.
 TR0620'0.5 MILE NORTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE STATION
 TR0620'AT BLAINE, 0.4 MILE NORTH OF THE CROSSING OF MARINE DRIVE, 0.15 MILE
 TR0620'NORTH OF THE U.S. CUSTOMS AND IMMIGRATION BUILDING, AT THE UNITED
 TR0620'STATES-CANADA INTERNATIONAL BOUNDARY LINE, THE TOP OF A SILVER PAINTED
 TR0620'BRONZE SHAFT WITH POINTED TOP WHICH PROJECTS ABOUT 4 1/2 FEET ABOVE
 TR0620'THE GROUND, 44.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 TR0620'TRACK, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANES OF
 TR0620'INTERSTATE HIGHWAY 5 (JEFFERSON DAVIS HIGHWAY), 13.9 FEET
 TR0620'SOUTH-SOUTHWEST OF THE WEST LEG OF A STEEL TOWER SUPPORTING A CHANNEL
 TR0620'LIGHT, AND ABOUT 3 1/2 FEET HIGHER THAN THE TRACK.  ALIAS NAME=
 TR0620'INTERNATIONAL BOUNDARY MONUMENT 5.  SECTION 36, T 41N, R 1W.
 TR0620
 TR0620                          STATION RECOVERY (2002)
 TR0620
 TR0620'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 TR0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0625 ***********************************************************************
 TR0625  DESIGNATION -  BOUNDARY MON 5 D CD US
 TR0625  PID         -  TR0625
 TR0625  STATE/COUNTY-  WA/WHATCOM
 TR0625  USGS QUAD   -  
 TR0625
 TR0625                         *CURRENT SURVEY CONTROL
 TR0625  ___________________________________________________________________
 TR0625* NAD 83(1991)-  49 00 07.52362(N)    122 45 21.23284(W)     ADJUSTED  
 TR0625* NAVD 88     -        10.699  (meters)      35.10   (feet)  ADJUSTED  
 TR0625  ___________________________________________________________________
 TR0625  X           -  -2,268,264.775 (meters)                     COMP
 TR0625  Y           -  -3,525,614.828 (meters)                     COMP
 TR0625  Z           -   4,790,703.683 (meters)                     COMP
 TR0625  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 TR0625  ELLIP HEIGHT-          -9.99  (meters)          (07/28/92) GPS OBS
 TR0625  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 TR0625  DYNAMIC HT  -          10.703 (meters)      35.11  (feet)  COMP
 TR0625  MODELED GRAV-     980,915.4   (mgal)                       NAVD 88
 TR0625
 TR0625  HORZ ORDER  -  THIRD
 TR0625  VERT ORDER  -  FIRST     CLASS I
 TR0625  ELLP ORDER  -  FIFTH     CLASS I
 TR0625
 TR0625.The horizontal coordinates were established by classical geodetic methods
 TR0625.and adjusted by the National Geodetic Survey in December 1991..
 TR0625.No horizontal observational check was made to the station.
 TR0625
 TR0625.The orthometric height was determined by differential leveling
 TR0625.and adjusted by the National Geodetic Survey in June 1991..
 TR0625
 TR0625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR0625
 TR0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0625
 TR0625.The ellipsoidal height was determined by GPS observations
 TR0625.and is referenced to NAD 83.
 TR0625
 TR0625.The geoid height was determined by GEOID03.
 TR0625
 TR0625.The dynamic height is computed by dividing the NAVD 88
 TR0625.geopotential number by the normal gravity value computed on the
 TR0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0625.degrees latitude (g = 980.6199 gals.).
 TR0625
 TR0625.The modeled gravity was interpolated from observed gravity values.
 TR0625
 TR0625;                    North         East     Units Scale Factor Converg.
 TR0625;SPC WA N     -   224,369.090   359,334.339   MT  1.00006167   -1 25 53.0
 TR0625;SPC WA N     -   736,117.59  1,178,916.08   sFT  1.00006167   -1 25 53.0
 TR0625;UTM  10      - 5,427,716.808   517,853.481   MT  0.99960392   +0 11 03.2
 TR0625
 TR0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0625!SPC WA N     -   1.00000157  x   1.00006167  =   1.00006324
 TR0625!UTM  10      -   1.00000157  x   0.99960392  =   0.99960548
 TR0625
 TR0625|---------------------------------------------------------------------|
 TR0625| PID    Reference Object                     Distance      Geod. Az  |
 TR0625|                                                           dddmmss.s |
 TR0625| TR2649 MONUMENT 5 C                         13.920 METERS 26958     |
 TR0625|---------------------------------------------------------------------|
 TR0625
 TR0625                          SUPERSEDED SURVEY CONTROL
 TR0625
 TR0625  NAD 83(1986)-  49 00 07.52074(N)    122 45 21.17893(W) AD(       ) 3
 TR0625  NGVD 29 (??/??/92)    9.469  (m)           31.07   (f) ADJ UNCH    1 1
 TR0625
 TR0625.Superseded values are not recommended for survey control.
 TR0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0625.See file dsdata.txt to determine how the superseded data were derived.
 TR0625
 TR0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV1785327717(NAD 83)
 TR0625_MARKER: U = CONCRETE POST
 TR0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0625_SP_SET: CONCRETE SHAFT IN CONCRETE BASE
 TR0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0625+STABILITY: SURFACE MOTION
 TR0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0625+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002
 TR0625
 TR0625  HISTORY     - Date     Condition        Report By
 TR0625  HISTORY     - 1936     MONUMENTED       IBC
 TR0625  HISTORY     - 1973     GOOD             NGS
 TR0625  HISTORY     - 1976     GOOD             IBC
 TR0625  HISTORY     - 1977     GOOD             IBC
 TR0625  HISTORY     - 1979     GOOD             IBC
 TR0625  HISTORY     - 1990     GOOD             GSC
 TR0625  HISTORY     - 20021116 GOOD             USPSQD
 TR0625
 TR0625                          STATION DESCRIPTION
 TR0625
 TR0625'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1936 (DFC)
 TR0625'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TR0625'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TR0625'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TR0625'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TR0625'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TR0625'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TR0625'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TR0625'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TR0625'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TR0625'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TR0625'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TR0625'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TR0625'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TR0625'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TR0625'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TR0625'CONCRETE.
 TR0625'
 TR0625'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TR0625'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TR0625'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TR0625'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TR0625'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TR0625'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE.
 TR0625
 TR0625                          STATION RECOVERY (1973)
 TR0625
 TR0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TR0625'IN BLAINE.
 TR0625'AT BLAINE, ABOUT 300 YARDS NORTH OF THE U.S. CUSTOMS AND IMIGRATION
 TR0625'INSPECTION STATION, 21 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND
 TR0625'LANES OF THE HIGHWAY, 122 FEET EAST AND ACROSS THE HIGHWAY FROM THE
 TR0625'PEACE ARCH, THE POINT LEVELED TO WAS THE TOP OF THE POINT OF A 5 FOOT
 TR0625'CONCRETE BOUNDARY MARKER, INSCRIBED UNITED STATES ON THE SOUTH SIDE,
 TR0625'INTERNATIONAL BOUNDARY ON THE WEST SIDE, CANADA ON THE NORTH SIDE,
 TR0625'TREATY 1925 ON THE EAST SIDE, THE MONUMENT IS SET IN A CONCRETE BASE
 TR0625'BEARING THE INSCRIPTION 5D, ALL LETTERS ARE CAST INTO THE CONCRETE.
 TR0625'ALIAS NAME= INTERNATIONAL BOUNDARY MONUMENT 5D.
 TR0625
 TR0625                          STATION RECOVERY (1976)
 TR0625
 TR0625'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CJG)
 TR0625'STATION SEARCHED FOR AND RECOVERED.
 TR0625
 TR0625                          STATION RECOVERY (1977)
 TR0625
 TR0625'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1977 (CJG)
 TR0625'MONUMENT PLUMBED AND NEW CAP AND CONCRETE FOOTING POURED TO STABLIZE
 TR0625'THE BASE.
 TR0625
 TR0625                          STATION RECOVERY (1979)
 TR0625
 TR0625'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1979 (CJG)
 TR0625'RECOVERED IN GOOD CONDITION.
 TR0625
 TR0625                          STATION RECOVERY (1990)
 TR0625
 TR0625'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1990
 TR0625'MKR TYPE V SETTING CODE 04
 TR0625'LOC ON THE CANADA-US BOUNDARY 1.3 M E OF THE E EDGE OF THE
 TR0625'N BOUND LANES OF HWY 99. FROM HWY 99 HEAD S TO 8TH AVE.
 TR0625'AT 8TH AVE HEAD E TO 172ND STREET, TURN S (RIGHT) AND FOLLOW
 TR0625'172 STREET UNTIL IT ENDS AT 0 AVE. AT 0 AVE TURN W
 TR0625'(RIGHT) AND FOLLOW TO 169 STREET. FOLLOW 169 STREET N TO
 TR0625'BEND WHERE PARK HEADQUARTERS ARE LOC. PARK AT THE PARK HEAD-
 TR0625'QUARTERS PARKING LOT. WALK W ACROSS THE PARK TO HWY 99. MKD
 TR0625'BY A PEBBLE FINISH PRE-CAST CONE OBELISK, 1.4 M HIGH
 TR0625'SET ON A 1 M SQUARE CONC BASE.
 TR0625
 TR0625                          STATION RECOVERY (2002)
 TR0625
 TR0625'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 TR0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0596 ***********************************************************************
 TQ0596  DESIGNATION -  BOUNDARY MONUMENT 100 CD US
 TQ0596  PID         -  TQ0596
 TQ0596  STATE/COUNTY-  WA/OKANOGAN
 TQ0596  USGS QUAD   -  BAUERMAN RIDGE (1969)
 TQ0596
 TQ0596                         *CURRENT SURVEY CONTROL
 TQ0596  ___________________________________________________________________
 TQ0596* NAD 83(1991)-  48 59 58.02528(N)    120 01 27.75015(W)     ADJUSTED  
 TQ0596* NAVD 88     -      1952.     (meters)    6404.     (feet)  SCALED    
 TQ0596  ___________________________________________________________________
 TQ0596  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 TQ0596  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 TQ0596
 TQ0596  HORZ ORDER  -  THIRD
 TQ0596
 TQ0596.The horizontal coordinates were established by classical geodetic methods
 TQ0596.and adjusted by the National Geodetic Survey in December 1991..
 TQ0596
 TQ0596.The orthometric height was scaled from a topographic map.
 TQ0596
 TQ0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0596
 TQ0596.The geoid height was determined by GEOID03.
 TQ0596
 TQ0596;                    North         East     Units Scale Factor Converg.
 TQ0596;SPC WA N     -   222,629.609   559,196.097   MT  1.00006096   +0 36 08.2
 TQ0596;SPC WA N     -   730,410.64  1,834,629.19   sFT  1.00006096   +0 36 08.2
 TQ0596;UTM  10      - 5,431,661.681   717,633.577   MT  1.00018190   +2 14 47.7
 TQ0596;UTM  11      - 5,431,802.689   278,801.357   MT  1.00020112   -2 17 00.3
 TQ0596
 TQ0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0596!SPC WA N     -   0.99969677  x   1.00006096  =   0.99975772
 TQ0596!UTM  10      -   0.99969677  x   1.00018190  =   0.99987862
 TQ0596!UTM  11      -   0.99969677  x   1.00020112  =   0.99989783
 TQ0596
 TQ0596:                Primary Azimuth Mark                     Grid Az
 TQ0596:SPC WA N     -  MIX                                      239 57 02.9
 TQ0596:UTM  10      -  MIX                                      238 18 23.4
 TQ0596:UTM  11      -  MIX                                      242 50 11.4
 TQ0596
 TQ0596|---------------------------------------------------------------------|
 TQ0596| PID    Reference Object                     Distance      Geod. Az  |
 TQ0596|                                                           dddmmss.s |
 TQ0596| TQ0595 MIX                                 APPROX. 1.3 KM 2403311.1 |
 TQ0596|---------------------------------------------------------------------|
 TQ0596
 TQ0596                          SUPERSEDED SURVEY CONTROL
 TQ0596
 TQ0596  NAD 83(1986)-  48 59 58.02098(N)    120 01 27.74699(W) AD(       ) 3
 TQ0596
 TQ0596.Superseded values are not recommended for survey control.
 TQ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0596.See file dsdata.txt to determine how the superseded data were derived.
 TQ0596
 TQ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGV1763431662(NAD 83)
 TQ0596_MARKER: Z = SEE DESCRIPTION
 TQ0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0596_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0596+STABILITY: SURFACE MOTION
 TQ0596
 TQ0596  HISTORY     - Date     Condition        Report By
 TQ0596  HISTORY     - 1905     MONUMENTED       IBC
 TQ0596  HISTORY     - 1935     GOOD             IBC
 TQ0596
 TQ0596                          STATION DESCRIPTION
 TQ0596
 TQ0596'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (ECB)
 TQ0596'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0596'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0596'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0596'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0596'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0596'MONUMENT.
 TQ0596
 TQ0596                          STATION RECOVERY (1935)
 TQ0596
 TQ0596'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1935 (JGH)
 TQ0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0597 ***********************************************************************
 TQ0597  DESIGNATION -  BOUNDARY MONUMENT 101 CD US
 TQ0597  PID         -  TQ0597
 TQ0597  STATE/COUNTY-  WA/OKANOGAN
 TQ0597  USGS QUAD   -  BAUERMAN RIDGE (1969)
 TQ0597
 TQ0597                         *CURRENT SURVEY CONTROL
 TQ0597  ___________________________________________________________________
 TQ0597* NAD 83(1991)-  48 59 58.15199(N)    120 00 09.01858(W)     ADJUSTED  
 TQ0597* NAVD 88     -      1983.     (meters)    6506.     (feet)  SCALED    
 TQ0597  ___________________________________________________________________
 TQ0597  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 TQ0597  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 TQ0597
 TQ0597  HORZ ORDER  -  THIRD
 TQ0597
 TQ0597.The horizontal coordinates were established by classical geodetic methods
 TQ0597.and adjusted by the National Geodetic Survey in December 1991..
 TQ0597
 TQ0597.The orthometric height was scaled from a topographic map.
 TQ0597
 TQ0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0597
 TQ0597.The geoid height was determined by GEOID03.
 TQ0597
 TQ0597;                    North         East     Units Scale Factor Converg.
 TQ0597;SPC WA N     -   222,650.574   560,796.337   MT  1.00006097   +0 37 06.8
 TQ0597;SPC WA N     -   730,479.42  1,839,879.32   sFT  1.00006097   +0 37 06.8
 TQ0597;UTM  10      - 5,431,728.567   719,232.757   MT  1.00019048   +2 15 47.2
 TQ0597;UTM  11      - 5,431,743.059   280,400.841   MT  1.00019246   -2 16 00.8
 TQ0597
 TQ0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0597!SPC WA N     -   0.99969192  x   1.00006097  =   0.99975287
 TQ0597!UTM  10      -   0.99969192  x   1.00019048  =   0.99988234
 TQ0597!UTM  11      -   0.99969192  x   1.00019246  =   0.99988432
 TQ0597
 TQ0597:                Primary Azimuth Mark                     Grid Az
 TQ0597:SPC WA N     -  MIX                                      255 58 49.9
 TQ0597:UTM  10      -  MIX                                      254 20 09.5
 TQ0597:UTM  11      -  MIX                                      258 51 57.5
 TQ0597
 TQ0597|---------------------------------------------------------------------|
 TQ0597| PID    Reference Object                     Distance      Geod. Az  |
 TQ0597|                                                           dddmmss.s |
 TQ0597| TQ0595 MIX                                 APPROX. 2.8 KM 2563556.7 |
 TQ0597|---------------------------------------------------------------------|
 TQ0597
 TQ0597                          SUPERSEDED SURVEY CONTROL
 TQ0597
 TQ0597  NAD 83(1986)-  48 59 58.14773(N)    120 00 09.01764(W) AD(       ) 3
 TQ0597
 TQ0597.Superseded values are not recommended for survey control.
 TQ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0597.See file dsdata.txt to determine how the superseded data were derived.
 TQ0597
 TQ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGV1923331729(NAD 83)
 TQ0597_MARKER: Z = SEE DESCRIPTION
 TQ0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0597_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0597+STABILITY: SURFACE MOTION
 TQ0597
 TQ0597  HISTORY     - Date     Condition        Report By
 TQ0597  HISTORY     - 1905     MONUMENTED       IBC
 TQ0597  HISTORY     - 1979     GOOD             IBC
 TQ0597
 TQ0597                          STATION DESCRIPTION
 TQ0597
 TQ0597'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (ECB)
 TQ0597'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0597'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0597'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0597'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0597'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0597'MONUMENT.
 TQ0597
 TQ0597                          STATION RECOVERY (1979)
 TQ0597
 TQ0597'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1979 (FXP)
 TQ0597'STATION SEARCHED FOR AND RECOVERED.  VIEWED FROM A HOVERING
 TQ0597'HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1261 ***********************************************************************
 TP1261  DESIGNATION -  BOUNDARY MONUMENT 102 CD US
 TP1261  PID         -  TP1261
 TP1261  STATE/COUNTY-  WA/OKANOGAN
 TP1261  USGS QUAD   -  HORSESHOE BASIN (1981)
 TP1261
 TP1261                         *CURRENT SURVEY CONTROL
 TP1261  ___________________________________________________________________
 TP1261* NAD 83(1991)-  48 59 58.41811(N)    119 58 49.53710(W)     ADJUSTED  
 TP1261* NAVD 88     -      2135.     (meters)    7005.     (feet)  SCALED    
 TP1261  ___________________________________________________________________
 TP1261  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 TP1261  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 TP1261
 TP1261  HORZ ORDER  -  THIRD
 TP1261
 TP1261.The horizontal coordinates were established by classical geodetic methods
 TP1261.and adjusted by the National Geodetic Survey in December 1991..
 TP1261
 TP1261.The orthometric height was scaled from a topographic map.
 TP1261
 TP1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1261
 TP1261.The geoid height was determined by GEOID03.
 TP1261
 TP1261;                    North         East     Units Scale Factor Converg.
 TP1261;SPC WA N     -   222,676.468   562,411.765   MT  1.00006099   +0 38 06.0
 TP1261;SPC WA N     -   730,564.38  1,845,179.27   sFT  1.00006099   +0 38 06.0
 TP1261;UTM  11      - 5,431,687.597   282,015.730   MT  1.00018377   -2 15 00.8
 TP1261;UTM  10      - 5,431,800.825   720,846.992   MT  1.00019921   +2 16 47.3
 TP1261
 TP1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1261!SPC WA N     -   0.99966812  x   1.00006099  =   0.99972909
 TP1261!UTM  11      -   0.99966812  x   1.00018377  =   0.99985183
 TP1261!UTM  10      -   0.99966812  x   1.00019921  =   0.99986726
 TP1261
 TP1261:                Primary Azimuth Mark                     Grid Az
 TP1261:SPC WA N     -  CRAWFORD                                 225 32 53.3
 TP1261:UTM  11      -  CRAWFORD                                 228 26 00.1
 TP1261:UTM  10      -  CRAWFORD                                 223 54 12.0
 TP1261
 TP1261|---------------------------------------------------------------------|
 TP1261| PID    Reference Object                     Distance      Geod. Az  |
 TP1261|                                                           dddmmss.s |
 TP1261| TQ0569 CRAWFORD                            APPROX. 2.8 KM 2261059.3 |
 TP1261|---------------------------------------------------------------------|
 TP1261
 TP1261                          SUPERSEDED SURVEY CONTROL
 TP1261
 TP1261  NAD 83(1986)-  48 59 58.41397(N)    119 58 49.53815(W) AD(       ) 3
 TP1261
 TP1261.Superseded values are not recommended for survey control.
 TP1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1261.See file dsdata.txt to determine how the superseded data were derived.
 TP1261
 TP1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ8201631688(NAD 83)
 TP1261_MARKER: Z = SEE DESCRIPTION
 TP1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1261_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TP1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1261+STABILITY: SURFACE MOTION
 TP1261
 TP1261  HISTORY     - Date     Condition        Report By
 TP1261  HISTORY     - 1905     MONUMENTED       IBC
 TP1261  HISTORY     - 1979     GOOD             IBC
 TP1261
 TP1261                          STATION DESCRIPTION
 TP1261
 TP1261'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (ECB)
 TP1261'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TP1261'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TP1261'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TP1261'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TP1261'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TP1261'MONUMENT.
 TP1261
 TP1261                          STATION RECOVERY (1979)
 TP1261
 TP1261'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1979 (FXP)
 TP1261'STATION SEARCHED FOR AND RECOVERED.  VIEWED FROM A HOVERING
 TP1261'HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1262 ***********************************************************************
 TP1262  DESIGNATION -  BOUNDARY MONUMENT 103 CD US
 TP1262  PID         -  TP1262
 TP1262  STATE/COUNTY-  WA/OKANOGAN
 TP1262  USGS QUAD   -  HORSESHOE BASIN (1981)
 TP1262
 TP1262                         *CURRENT SURVEY CONTROL
 TP1262  ___________________________________________________________________
 TP1262* NAD 83(1991)-  48 59 58.81279(N)    119 56 43.16137(W)     ADJUSTED  
 TP1262* NAVD 88     -      2473.1    (meters)    8114.     (feet)  VERTCON   
 TP1262  ___________________________________________________________________
 TP1262  X           -  -2,093,570.249 (meters)                     COMP
 TP1262  Y           -  -3,634,174.856 (meters)                     COMP
 TP1262  Z           -   4,792,389.248 (meters)                     COMP
 TP1262  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 TP1262  ELLIP HEIGHT-        2457.33  (meters)          (07/28/92) GPS OBS
 TP1262  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 TP1262
 TP1262  HORZ ORDER  -  THIRD
 TP1262  ELLP ORDER  -  FIFTH     CLASS I
 TP1262
 TP1262.The horizontal coordinates were established by classical geodetic methods
 TP1262.and adjusted by the National Geodetic Survey in December 1991..
 TP1262
 TP1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1262
 TP1262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TP1262
 TP1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1262
 TP1262.The ellipsoidal height was determined by GPS observations
 TP1262.and is referenced to NAD 83.
 TP1262
 TP1262.The geoid height was determined by GEOID03.
 TP1262
 TP1262;                    North         East     Units Scale Factor Converg.
 TP1262;SPC WA N     -   222,717.716   564,980.289   MT  1.00006101   +0 39 40.1
 TP1262;SPC WA N     -   730,699.71  1,853,606.16   sFT  1.00006101   +0 39 40.1
 TP1262;UTM  11      - 5,431,599.503   284,583.372   MT  1.00017010   -2 13 25.3
 TP1262;UTM  10      - 5,431,915.806   723,413.646   MT  1.00021322   +2 18 22.8
 TP1262
 TP1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1262!SPC WA N     -   0.99961505  x   1.00006101  =   0.99967604
 TP1262!UTM  11      -   0.99961505  x   1.00017010  =   0.99978509
 TP1262!UTM  10      -   0.99961505  x   1.00021322  =   0.99982819
 TP1262
 TP1262:                Primary Azimuth Mark                     Grid Az
 TP1262:SPC WA N     -  BOUNDARY MONUMENT 102 CD US              269 04 48.5
 TP1262:UTM  11      -  BOUNDARY MONUMENT 102 CD US              271 57 53.9
 TP1262:UTM  10      -  BOUNDARY MONUMENT 102 CD US              267 26 05.8
 TP1262
 TP1262|---------------------------------------------------------------------|
 TP1262| PID    Reference Object                     Distance      Geod. Az  |
 TP1262|                                                           dddmmss.s |
 TP1262| TP1261 BOUNDARY MONUMENT 102 CD US         APPROX. 2.6 KM 2694428.6 |
 TP1262|---------------------------------------------------------------------|
 TP1262
 TP1262                          SUPERSEDED SURVEY CONTROL
 TP1262
 TP1262  NAD 83(1986)-  48 59 58.80894(N)    119 56 43.16576(W) AD(       ) 3
 TP1262  NGVD 29 (10/22/91) 2471.5    (m)         8109.     (f) GPS OBS        
 TP1262
 TP1262.Superseded values are not recommended for survey control.
 TP1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1262.See file dsdata.txt to determine how the superseded data were derived.
 TP1262
 TP1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ8458331600(NAD 83)
 TP1262_MARKER: Z = SEE DESCRIPTION
 TP1262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP1262_SP_SET: METAL SHAFT IN CONCRETE BASE
 TP1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1262+STABILITY: SURFACE MOTION
 TP1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP1262+SATELLITE: SATELLITE OBSERVATIONS - 1990
 TP1262
 TP1262  HISTORY     - Date     Condition        Report By
 TP1262  HISTORY     - 1905     MONUMENTED       IBC
 TP1262  HISTORY     - 1979     GOOD             IBC
 TP1262  HISTORY     - 1990     GOOD             GSC
 TP1262
 TP1262                          STATION DESCRIPTION
 TP1262
 TP1262'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (ECB)
 TP1262'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TP1262'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TP1262'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TP1262'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TP1262'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TP1262'MONUMENT.
 TP1262
 TP1262                          STATION RECOVERY (1979)
 TP1262
 TP1262'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1979 (FXP)
 TP1262'STATION SEARCHED FOR AND RECOVERED.  VIEWED FROM A HOVERING
 TP1262'HELICOPTER.
 TP1262
 TP1262                          STATION RECOVERY (1990)
 TP1262
 TP1262'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1990
 TP1262'MKR TYPE V SETTING CODE 04
 TP1262'LOC ON THE CANADA-US BOUNDARY ABOUT AT THE W SIDE OF A
 TP1262'PLATEAU AREA. IT IS ON THE CREST OF A ROUNDED RIDGE STREWN
 TP1262'WITH ROCKS, THE LOWER PLATEAU ARE BEING RELATIVELY FREE OF
 TP1262'ROCKS. MARKED BY A BRONZE IBC OBELISK, 1.4 M HIGH, SET IN A 60 CM
 TP1262'SQUARE CONCRETE BASE, STAMPED 103.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1263 ***********************************************************************
 TP1263  DESIGNATION -  BOUNDARY MONUMENT 104 CD US
 TP1263  PID         -  TP1263
 TP1263  STATE/COUNTY-  WA/OKANOGAN
 TP1263  USGS QUAD   -  HORSESHOE BASIN (1981)
 TP1263
 TP1263                         *CURRENT SURVEY CONTROL
 TP1263  ___________________________________________________________________
 TP1263* NAD 83(1991)-  48 59 58.89328(N)    119 56 14.35233(W)     ADJUSTED  
 TP1263* NAVD 88     -      2468.     (meters)    8097.     (feet)  SCALED    
 TP1263  ___________________________________________________________________
 TP1263  LAPLACE CORR-          -6.94  (seconds)                    DEFLEC99
 TP1263  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 TP1263
 TP1263  HORZ ORDER  -  THIRD
 TP1263
 TP1263.The horizontal coordinates were established by classical geodetic methods
 TP1263.and adjusted by the National Geodetic Survey in December 1991..
 TP1263
 TP1263.The orthometric height was scaled from a topographic map.
 TP1263
 TP1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1263
 TP1263.The geoid height was determined by GEOID03.
 TP1263
 TP1263;                    North         East     Units Scale Factor Converg.
 TP1263;SPC WA N     -   222,726.990   565,565.819   MT  1.00006102   +0 40 01.6
 TP1263;SPC WA N     -   730,730.13  1,855,527.19   sFT  1.00006102   +0 40 01.6
 TP1263;UTM  11      - 5,431,579.295   285,168.689   MT  1.00016701   -2 13 03.6
 TP1263;UTM  10      - 5,431,941.891   723,998.758   MT  1.00021644   +2 18 44.6
 TP1263
 TP1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1263!SPC WA N     -   0.99961585  x   1.00006102  =   0.99967684
 TP1263!UTM  11      -   0.99961585  x   1.00016701  =   0.99978279
 TP1263!UTM  10      -   0.99961585  x   1.00021644  =   0.99983220
 TP1263
 TP1263:                Primary Azimuth Mark                     Grid Az
 TP1263:SPC WA N     -  BOUNDARY MONUMENT 103 CD US              269 05 33.4
 TP1263:UTM  11      -  BOUNDARY MONUMENT 103 CD US              271 58 38.6
 TP1263:UTM  10      -  BOUNDARY MONUMENT 103 CD US              267 26 50.4
 TP1263
 TP1263|---------------------------------------------------------------------|
 TP1263| PID    Reference Object                     Distance      Geod. Az  |
 TP1263|                                                           dddmmss.s |
 TP1263| TP1262 BOUNDARY MONUMENT 103 CD US         APPROX. 0.6 KM 2694535.0 |
 TP1263|---------------------------------------------------------------------|
 TP1263
 TP1263                          SUPERSEDED SURVEY CONTROL
 TP1263
 TP1263  NAD 83(1986)-  48 59 58.88971(N)    119 56 14.35591(W) AD(       ) 3
 TP1263
 TP1263.Superseded values are not recommended for survey control.
 TP1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1263.See file dsdata.txt to determine how the superseded data were derived.
 TP1263
 TP1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ8516931579(NAD 83)
 TP1263_MARKER: Z = SEE DESCRIPTION
 TP1263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP1263_SP_SET: METAL SHAFT IN CONCRETE BASE
 TP1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1263+STABILITY: SURFACE MOTION
 TP1263
 TP1263  HISTORY     - Date     Condition        Report By
 TP1263  HISTORY     - 1905     MONUMENTED       IBC
 TP1263  HISTORY     - 1979     GOOD             IBC
 TP1263
 TP1263                          STATION DESCRIPTION
 TP1263
 TP1263'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (ECB)
 TP1263'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TP1263'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TP1263'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TP1263'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TP1263'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TP1263'MONUMENT.
 TP1263
 TP1263                          STATION RECOVERY (1979)
 TP1263
 TP1263'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1979 (FXP)
 TP1263'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1264 ***********************************************************************
 TP1264  DESIGNATION -  BOUNDARY MONUMENT 105 CD US
 TP1264  PID         -  TP1264
 TP1264  STATE/COUNTY-  WA/OKANOGAN
 TP1264  USGS QUAD   -  
 TP1264
 TP1264                         *CURRENT SURVEY CONTROL
 TP1264  ___________________________________________________________________
 TP1264* NAD 83(1991)-  48 59 59.44179(N)    119 52 45.46199(W)     ADJUSTED  
 TP1264* NAVD 88     -      1739.     (meters)    5705.     (feet)  SCALED    
 TP1264  ___________________________________________________________________
 TP1264  LAPLACE CORR-         -14.20  (seconds)                    DEFLEC99
 TP1264  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TP1264
 TP1264  HORZ ORDER  -  THIRD
 TP1264
 TP1264.The horizontal coordinates were established by classical geodetic methods
 TP1264.and adjusted by the National Geodetic Survey in December 1991..
 TP1264
 TP1264.The orthometric height was scaled from a topographic map.
 TP1264
 TP1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1264
 TP1264.The geoid height was determined by GEOID03.
 TP1264
 TP1264;                    North         East     Units Scale Factor Converg.
 TP1264;SPC WA N     -   222,794.971   569,811.387   MT  1.00006106   +0 42 37.1
 TP1264;SPC WA N     -   730,953.17  1,869,456.19   sFT  1.00006106   +0 42 37.1
 TP1264;UTM  11      - 5,431,433.532   289,412.702   MT  1.00014482   -2 10 25.8
 TP1264
 TP1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1264!SPC WA N     -   0.99973019  x   1.00006106  =   0.99979123
 TP1264!UTM  11      -   0.99973019  x   1.00014482  =   0.99987497
 TP1264
 TP1264:                Primary Azimuth Mark                     Grid Az
 TP1264:SPC WA N     -  BOUNDARY MONUMENT 104 CD US              269 04 58.6
 TP1264:UTM  11      -  BOUNDARY MONUMENT 104 CD US              271 58 01.5
 TP1264
 TP1264|---------------------------------------------------------------------|
 TP1264| PID    Reference Object                     Distance      Geod. Az  |
 TP1264|                                                           dddmmss.s |
 TP1264| TP1263 BOUNDARY MONUMENT 104 CD US         APPROX. 4.2 KM 2694735.7 |
 TP1264|---------------------------------------------------------------------|
 TP1264
 TP1264                          SUPERSEDED SURVEY CONTROL
 TP1264
 TP1264  NAD 83(1986)-  48 59 59.44048(N)    119 52 45.45349(W) AD(       ) 3
 TP1264
 TP1264.Superseded values are not recommended for survey control.
 TP1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1264.See file dsdata.txt to determine how the superseded data were derived.
 TP1264
 TP1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ8941331434(NAD 83)
 TP1264_MARKER: Z = SEE DESCRIPTION
 TP1264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP1264_SP_SET: METAL SHAFT IN CONCRETE BASE
 TP1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1264+STABILITY: SURFACE MOTION
 TP1264
 TP1264  HISTORY     - Date     Condition        Report By
 TP1264  HISTORY     - 1905     MONUMENTED       IBC
 TP1264  HISTORY     - 1935     GOOD             IBC
 TP1264
 TP1264                          STATION DESCRIPTION
 TP1264
 TP1264'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (ECB)
 TP1264'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TP1264'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TP1264'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TP1264'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TP1264'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TP1264'MONUMENT.
 TP1264
 TP1264                          STATION RECOVERY (1935)
 TP1264
 TP1264'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1935 (JGH)
 TP1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1265 ***********************************************************************
 TP1265  DESIGNATION -  BOUNDARY MONUMENT 106 CD US
 TP1265  PID         -  TP1265
 TP1265  STATE/COUNTY-  WA/OKANOGAN
 TP1265  USGS QUAD   -  
 TP1265
 TP1265                         *CURRENT SURVEY CONTROL
 TP1265  ___________________________________________________________________
 TP1265* NAD 83(1991)-  48 59 59.73771(N)    119 50 34.32304(W)     ADJUSTED  
 TP1265* NAVD 88     -      2227.     (meters)    7306.     (feet)  SCALED    
 TP1265  ___________________________________________________________________
 TP1265  LAPLACE CORR-         -19.16  (seconds)                    DEFLEC99
 TP1265  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 TP1265
 TP1265  HORZ ORDER  -  THIRD
 TP1265
 TP1265.The horizontal coordinates were established by classical geodetic methods
 TP1265.and adjusted by the National Geodetic Survey in December 1991..
 TP1265
 TP1265.The orthometric height was scaled from a topographic map.
 TP1265
 TP1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1265
 TP1265.The geoid height was determined by GEOID03.
 TP1265
 TP1265;                    North         East     Units Scale Factor Converg.
 TP1265;SPC WA N     -   222,837.788   572,476.692   MT  1.00006108   +0 44 14.7
 TP1265;SPC WA N     -   731,093.64  1,878,200.61   sFT  1.00006108   +0 44 14.7
 TP1265;UTM  11      - 5,431,342.189   292,076.991   MT  1.00013112   -2 08 46.7
 TP1265
 TP1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1265!SPC WA N     -   0.99965379  x   1.00006108  =   0.99971485
 TP1265!UTM  11      -   0.99965379  x   1.00013112  =   0.99978487
 TP1265
 TP1265:                Primary Azimuth Mark                     Grid Az
 TP1265:SPC WA N     -  BOUNDARY MONUMENT 104 CD US              269 04 55.1
 TP1265:UTM  11      -  BOUNDARY MONUMENT 104 CD US              271 57 56.5
 TP1265
 TP1265|---------------------------------------------------------------------|
 TP1265| PID    Reference Object                     Distance      Geod. Az  |
 TP1265|                                                           dddmmss.s |
 TP1265| TP1263 BOUNDARY MONUMENT 104 CD US         APPROX. 6.9 KM 2694909.8 |
 TP1265|---------------------------------------------------------------------|
 TP1265
 TP1265                          SUPERSEDED SURVEY CONTROL
 TP1265
 TP1265  NAD 83(1986)-  48 59 59.73666(N)    119 50 34.32130(W) AD(       ) 3
 TP1265
 TP1265.Superseded values are not recommended for survey control.
 TP1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1265.See file dsdata.txt to determine how the superseded data were derived.
 TP1265
 TP1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ9207731342(NAD 83)
 TP1265_MARKER: Z = SEE DESCRIPTION
 TP1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP1265_SP_SET: METAL SHAFT IN CONCRETE BASE
 TP1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1265+STABILITY: SURFACE MOTION
 TP1265
 TP1265  HISTORY     - Date     Condition        Report By
 TP1265  HISTORY     - 1905     MONUMENTED       IBC
 TP1265  HISTORY     - 1935     GOOD             IBC
 TP1265
 TP1265                          STATION DESCRIPTION
 TP1265
 TP1265'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (ECB)
 TP1265'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TP1265'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TP1265'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TP1265'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TP1265'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TP1265'MONUMENT.
 TP1265
 TP1265                          STATION RECOVERY (1935)
 TP1265
 TP1265'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1935 (JGH)
 TP1265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0600 ***********************************************************************
 TQ0600  DESIGNATION -  BOUNDARY MONUMENT 48 CD US
 TQ0600  PID         -  TQ0600
 TQ0600  STATE/COUNTY-  WA/WHATCOM
 TQ0600  USGS QUAD   -  BEARPAW MOUNTAIN (1989)
 TQ0600
 TQ0600                         *CURRENT SURVEY CONTROL
 TQ0600  ___________________________________________________________________
 TQ0600* NAD 83(1991)-  48 59 55.64372(N)    121 51 02.28399(W)     ADJUSTED  
 TQ0600* NAVD 88     -      1677.     (meters)    5502.     (feet)  SCALED    
 TQ0600  ___________________________________________________________________
 TQ0600  LAPLACE CORR-          11.19  (seconds)                    DEFLEC99
 TQ0600  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 TQ0600
 TQ0600  HORZ ORDER  -  THIRD
 TQ0600
 TQ0600.The horizontal coordinates were established by classical geodetic methods
 TQ0600.and adjusted by the National Geodetic Survey in December 1991..
 TQ0600
 TQ0600.The orthometric height was scaled from a topographic map.
 TQ0600
 TQ0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0600
 TQ0600.The geoid height was determined by GEOID03.
 TQ0600
 TQ0600;                    North         East     Units Scale Factor Converg.
 TQ0600;SPC WA N     -   222,736.937   425,558.094   MT  1.00006078   -0 45 26.6
 TQ0600;SPC WA N     -   730,762.77  1,396,185.18   sFT  1.00006078   -0 45 26.6
 TQ0600;UTM  10      - 5,427,957.676   584,068.757   MT  0.99968682   +0 52 02.9
 TQ0600
 TQ0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0600!SPC WA N     -   0.99974010  x   1.00006078  =   0.99980086
 TQ0600!UTM  10      -   0.99974010  x   0.99968682  =   0.99942700
 TQ0600
 TQ0600:                Primary Azimuth Mark                     Grid Az
 TQ0600:SPC WA N     -  CHURCH                                   197 30 52.5
 TQ0600:UTM  10      -  CHURCH                                   195 53 23.0
 TQ0600
 TQ0600|---------------------------------------------------------------------|
 TQ0600| PID    Reference Object                     Distance      Geod. Az  |
 TQ0600|                                                           dddmmss.s |
 TQ0600| TQ0534 CHURCH                              APPROX. 8.2 KM 1964525.9 |
 TQ0600|---------------------------------------------------------------------|
 TQ0600
 TQ0600                          SUPERSEDED SURVEY CONTROL
 TQ0600
 TQ0600  NAD 83(1986)-  48 59 55.65774(N)    121 51 02.28722(W) AD(       ) 3
 TQ0600
 TQ0600.Superseded values are not recommended for survey control.
 TQ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0600.See file dsdata.txt to determine how the superseded data were derived.
 TQ0600
 TQ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV8406927958(NAD 83)
 TQ0600_MARKER: Z = SEE DESCRIPTION
 TQ0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0600_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0600+STABILITY: SURFACE MOTION
 TQ0600
 TQ0600  HISTORY     - Date     Condition        Report By
 TQ0600  HISTORY     - 1907     MONUMENTED       IBC
 TQ0600  HISTORY     - 1976     GOOD             IBC
 TQ0600
 TQ0600                          STATION DESCRIPTION
 TQ0600
 TQ0600'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907 (JJM)
 TQ0600'THE GENERAL TYPE OF ALUMINUM - BRONZE MONUMENTS SET IN 1904-09 ARE
 TQ0600'HOLLOW SHAFTS SET IN A CONCRETE BASE.  THEY WERE MADE OF SECTIONAL
 TQ0600'DESIGN TO FACILITATE TRANSPORTATION TO THEIR SITES IN THE RUGGED
 TQ0600'MOUNTAIN COUNTRY BY PACK HORSES AND BY BACK - PACKING BY MEN.
 TQ0600'
 TQ0600'THE INSCRIPTIONS ON THE MONUMENTS ARE OF TWO DIFFERENT WORDINGS.  ON
 TQ0600'THOSE SET WEST OF THE SUMMIT OF THE ROCKY MOUNTAINS.  CONSECUTIVE
 TQ0600'NUMBERS 2 TO 272.  THE INSCRIPTIONS ARE CAST IN SMALL RAISED LETTERS
 TQ0600'IN HORIZONTAL LINES ACROSS THE MIDDLE SECTION OF THE SHAFT AND ARE
 TQ0600'AS FOLLOWS--ON THE NORTH FACE,---CANADA---, ON THE SOUTH FACE
 TQ0600'---UNITED STATES---, ON THE EAST FACE,---TREATY OF 1846, LINE
 TQ0600'ESTABLISHED 1857-1861, SURVEYED AND MARKED 1903-1907---.  THE WEST
 TQ0600'FACE IS BLANK EXCEPT FOR THE NUMBER OF THE MONUMENT, WHICH IS IN
 TQ0600'RAISED FIGURES ON A PLATE THAT IS ATTACHED TO THE TOP SECTION OF THE
 TQ0600'SHAFT BY MEANS OF A GROOVED SLOT DESIGNED FOR THAT PURPOSE.  ON THOSE
 TQ0600'SET EAST OF THE SUMMIT OF THE ROCKY MOUNTAINS, CONSECUTIVE NUMBERS
 TQ0600'273 TO 302, THE INSCRIPTIONS ARE CAST IN LARGE RAISED LETTERS, IN
 TQ0600'VERTICAL LINES READING UPWARD, ON THE TOP SECTION OF THE SHAFT AND
 TQ0600'ARE AS FOLLOWS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TQ0600'---UNITED STATES---, ON THE EAST FACE---TREATY OF 1908---, ON THE
 TQ0600'WEST FACE---CONVENTION OF 1918---.  ON THE WEST FACE, THE NUMBER OF
 TQ0600'THE MONUMENT IS OUTLINED BY DRILL HOLES.
 TQ0600
 TQ0600                          STATION RECOVERY (1976)
 TQ0600
 TQ0600'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CJG)
 TQ0600'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0601 ***********************************************************************
 TQ0601  DESIGNATION -  BOUNDARY MONUMENT 49 CD US
 TQ0601  PID         -  TQ0601
 TQ0601  STATE/COUNTY-  WA/WHATCOM
 TQ0601  USGS QUAD   -  BEARPAW MOUNTAIN (1989)
 TQ0601
 TQ0601                         *CURRENT SURVEY CONTROL
 TQ0601  ___________________________________________________________________
 TQ0601* NAD 83(1991)-  48 59 53.25475(N)    121 48 36.51614(W)     ADJUSTED  
 TQ0601* NAVD 88     -      1829.     (meters)    6001.     (feet)  SCALED    
 TQ0601  ___________________________________________________________________
 TQ0601  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 TQ0601  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 TQ0601
 TQ0601  HORZ ORDER  -  THIRD
 TQ0601
 TQ0601.The horizontal coordinates were established by classical geodetic methods
 TQ0601.and adjusted by the National Geodetic Survey in December 1991..
 TQ0601
 TQ0601.The orthometric height was scaled from a topographic map.
 TQ0601
 TQ0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0601
 TQ0601.The geoid height was determined by GEOID03.
 TQ0601
 TQ0601;                    North         East     Units Scale Factor Converg.
 TQ0601;SPC WA N     -   222,624.751   428,519.965   MT  1.00006060   -0 43 38.1
 TQ0601;SPC WA N     -   730,394.70  1,405,902.59   sFT  1.00006060   -0 43 38.1
 TQ0601;UTM  10      - 5,427,929.541   587,031.519   MT  0.99969305   +0 53 52.9
 TQ0601
 TQ0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0601!SPC WA N     -   0.99971627  x   1.00006060  =   0.99977685
 TQ0601!UTM  10      -   0.99971627  x   0.99969305  =   0.99940941
 TQ0601
 TQ0601:                Primary Azimuth Mark                     Grid Az
 TQ0601:SPC WA N     -  BALAN                                    091 41 13.3
 TQ0601:UTM  10      -  BALAN                                    090 03 42.3
 TQ0601
 TQ0601|---------------------------------------------------------------------|
 TQ0601| PID    Reference Object                     Distance      Geod. Az  |
 TQ0601|                                                           dddmmss.s |
 TQ0601| TQ0560 BALAN                               APPROX. 1.8 KM 0905735.2 |
 TQ0601|---------------------------------------------------------------------|
 TQ0601
 TQ0601                          SUPERSEDED SURVEY CONTROL
 TQ0601
 TQ0601  NAD 83(1986)-  48 59 53.27792(N)    121 48 36.51113(W) AD(       ) 3
 TQ0601
 TQ0601.Superseded values are not recommended for survey control.
 TQ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0601.See file dsdata.txt to determine how the superseded data were derived.
 TQ0601
 TQ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV8703227930(NAD 83)
 TQ0601_MARKER: Z = SEE DESCRIPTION
 TQ0601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0601_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0601+STABILITY: SURFACE MOTION
 TQ0601
 TQ0601  HISTORY     - Date     Condition        Report By
 TQ0601  HISTORY     - 1907     MONUMENTED       IBC
 TQ0601  HISTORY     - 1976     GOOD             IBC
 TQ0601
 TQ0601                          STATION DESCRIPTION
 TQ0601
 TQ0601'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907 (JJM)
 TQ0601'THE GENERAL TYPE OF ALUMINUM - BRONZE MONUMENTS SET IN 1904-09 ARE
 TQ0601'HOLLOW SHAFTS SET IN A CONCRETE BASE.  THEY WERE MADE OF SECTIONAL
 TQ0601'DESIGN TO FACILITATE TRANSPORTATION TO THEIR SITES IN THE RUGGED
 TQ0601'MOUNTAIN COUNTRY BY PACK HORSES AND BY BACK - PACKING BY MEN.
 TQ0601'
 TQ0601'THE INSCRIPTIONS ON THE MONUMENTS ARE OF TWO DIFFERENT WORDINGS.  ON
 TQ0601'THOSE SET WEST OF THE SUMMIT OF THE ROCKY MOUNTAINS.  CONSECUTIVE
 TQ0601'NUMBERS 2 TO 272.  THE INSCRIPTIONS ARE CAST IN SMALL RAISED LETTERS
 TQ0601'IN HORIZONTAL LINES ACROSS THE MIDDLE SECTION OF THE SHAFT AND ARE
 TQ0601'AS FOLLOWS--ON THE NORTH FACE,---CANADA---, ON THE SOUTH FACE
 TQ0601'---UNITED STATES---, ON THE EAST FACE,---TREATY OF 1846, LINE
 TQ0601'ESTABLISHED 1857-1861, SURVEYED AND MARKED 1903-1907---.  THE WEST
 TQ0601'FACE IS BLANK EXCEPT FOR THE NUMBER OF THE MONUMENT, WHICH IS IN
 TQ0601'RAISED FIGURES ON A PLATE THAT IS ATTACHED TO THE TOP SECTION OF THE
 TQ0601'SHAFT BY MEANS OF A GROOVED SLOT DESIGNED FOR THAT PURPOSE.  ON THOSE
 TQ0601'SET EAST OF THE SUMMIT OF THE ROCKY MOUNTAINS, CONSECUTIVE NUMBERS
 TQ0601'273 TO 302, THE INSCRIPTIONS ARE CAST IN LARGE RAISED LETTERS, IN
 TQ0601'VERTICAL LINES READING UPWARD, ON THE TOP SECTION OF THE SHAFT AND
 TQ0601'ARE AS FOLLOWS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TQ0601'---UNITED STATES---, ON THE EAST FACE---TREATY OF 1908---, ON THE
 TQ0601'WEST FACE---CONVENTION OF 1918---.  ON THE WEST FACE, THE NUMBER OF
 TQ0601'THE MONUMENT IS OUTLINED BY DRILL HOLES.
 TQ0601
 TQ0601                          STATION RECOVERY (1976)
 TQ0601
 TQ0601'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CJG)
 TQ0601'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0602 ***********************************************************************
 TQ0602  DESIGNATION -  BOUNDARY MONUMENT 50 CD US
 TQ0602  PID         -  TQ0602
 TQ0602  STATE/COUNTY-  WA/WHATCOM
 TQ0602  USGS QUAD   -  BEARPAW MOUNTAIN (1989)
 TQ0602
 TQ0602                         *CURRENT SURVEY CONTROL
 TQ0602  ___________________________________________________________________
 TQ0602* NAD 83(1991)-  48 59 50.27793(N)    121 45 34.45807(W)     ADJUSTED  
 TQ0602* NAVD 88     -       884.     (meters)    2900.     (feet)  SCALED    
 TQ0602  ___________________________________________________________________
 TQ0602  LAPLACE CORR-          13.52  (seconds)                    DEFLEC99
 TQ0602  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TQ0602
 TQ0602  HORZ ORDER  -  THIRD
 TQ0602
 TQ0602.The horizontal coordinates were established by classical geodetic methods
 TQ0602.and adjusted by the National Geodetic Survey in December 1991..
 TQ0602
 TQ0602.The orthometric height was scaled from a topographic map.
 TQ0602
 TQ0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0602
 TQ0602.The geoid height was determined by GEOID03.
 TQ0602
 TQ0602;                    North         East     Units Scale Factor Converg.
 TQ0602;SPC WA N     -   222,487.037   432,219.359   MT  1.00006038   -0 41 22.6
 TQ0602;SPC WA N     -   729,942.89  1,418,039.68   sFT  1.00006038   -0 41 22.6
 TQ0602;UTM  10      - 5,427,896.836   590,731.986   MT  0.99970113   +0 56 10.3
 TQ0602
 TQ0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0602!SPC WA N     -   0.99986427  x   1.00006038  =   0.99992465
 TQ0602!UTM  10      -   0.99986427  x   0.99970113  =   0.99956545
 TQ0602
 TQ0602:                Primary Azimuth Mark                     Grid Az
 TQ0602:SPC WA N     -  BOUNDARY MONUMENT 53 CD US               089 44 19.3
 TQ0602:UTM  10      -  BOUNDARY MONUMENT 53 CD US               088 06 46.4
 TQ0602
 TQ0602|---------------------------------------------------------------------|
 TQ0602| PID    Reference Object                     Distance      Geod. Az  |
 TQ0602|                                                           dddmmss.s |
 TQ0602| TQ0605 BOUNDARY MONUMENT 53 CD US          APPROX. 6.7 KM 0890256.7 |
 TQ0602|---------------------------------------------------------------------|
 TQ0602
 TQ0602                          SUPERSEDED SURVEY CONTROL
 TQ0602
 TQ0602  NAD 83(1986)-  48 59 50.30239(N)    121 45 34.45763(W) AD(       ) 3
 TQ0602
 TQ0602.Superseded values are not recommended for survey control.
 TQ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0602.See file dsdata.txt to determine how the superseded data were derived.
 TQ0602
 TQ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV9073227897(NAD 83)
 TQ0602_MARKER: Z = SEE DESCRIPTION
 TQ0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0602_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0602+STABILITY: SURFACE MOTION
 TQ0602
 TQ0602  HISTORY     - Date     Condition        Report By
 TQ0602  HISTORY     - 1907     MONUMENTED       IBC
 TQ0602  HISTORY     - 1976     GOOD             IBC
 TQ0602
 TQ0602                          STATION DESCRIPTION
 TQ0602
 TQ0602'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907 (JJM)
 TQ0602'THE GENERAL TYPE OF ALUMINUM - BRONZE MONUMENTS SET IN 1904-09 ARE
 TQ0602'HOLLOW SHAFTS SET IN A CONCRETE BASE.  THEY WERE MADE OF SECTIONAL
 TQ0602'DESIGN TO FACILITATE TRANSPORTATION TO THEIR SITES IN THE RUGGED
 TQ0602'MOUNTAIN COUNTRY BY PACK HORSES AND BY BACK - PACKING BY MEN.
 TQ0602'
 TQ0602'THE INSCRIPTIONS ON THE MONUMENTS ARE OF TWO DIFFERENT WORDINGS.  ON
 TQ0602'THOSE SET WEST OF THE SUMMIT OF THE ROCKY MOUNTAINS.  CONSECUTIVE
 TQ0602'NUMBERS 2 TO 272.  THE INSCRIPTIONS ARE CAST IN SMALL RAISED LETTERS
 TQ0602'IN HORIZONTAL LINES ACROSS THE MIDDLE SECTION OF THE SHAFT AND ARE
 TQ0602'AS FOLLOWS--ON THE NORTH FACE,---CANADA---, ON THE SOUTH FACE
 TQ0602'---UNITED STATES---, ON THE EAST FACE,---TREATY OF 1846, LINE
 TQ0602'ESTABLISHED 1857-1861, SURVEYED AND MARKED 1903-1907---.  THE WEST
 TQ0602'FACE IS BLANK EXCEPT FOR THE NUMBER OF THE MONUMENT, WHICH IS IN
 TQ0602'RAISED FIGURES ON A PLATE THAT IS ATTACHED TO THE TOP SECTION OF THE
 TQ0602'SHAFT BY MEANS OF A GROOVED SLOT DESIGNED FOR THAT PURPOSE.  ON THOSE
 TQ0602'SET EAST OF THE SUMMIT OF THE ROCKY MOUNTAINS, CONSECUTIVE NUMBERS
 TQ0602'273 TO 302, THE INSCRIPTIONS ARE CAST IN LARGE RAISED LETTERS, IN
 TQ0602'VERTICAL LINES READING UPWARD, ON THE TOP SECTION OF THE SHAFT AND
 TQ0602'ARE AS FOLLOWS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TQ0602'---UNITED STATES---, ON THE EAST FACE---TREATY OF 1908---, ON THE
 TQ0602'WEST FACE---CONVENTION OF 1918---.  ON THE WEST FACE, THE NUMBER OF
 TQ0602'THE MONUMENT IS OUTLINED BY DRILL HOLES.
 TQ0602
 TQ0602                          STATION RECOVERY (1976)
 TQ0602
 TQ0602'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CJG)
 TQ0602'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0603 ***********************************************************************
 TQ0603  DESIGNATION -  BOUNDARY MONUMENT 51 CD US
 TQ0603  PID         -  TQ0603
 TQ0603  STATE/COUNTY-  WA/WHATCOM
 TQ0603  USGS QUAD   -  MT LARRABEE (1989)
 TQ0603
 TQ0603                         *CURRENT SURVEY CONTROL
 TQ0603  ___________________________________________________________________
 TQ0603* NAD 83(1991)-  48 59 50.26698(N)    121 45 02.61902(W)     ADJUSTED  
 TQ0603* NAVD 88     -       823.     (meters)    2700.     (feet)  SCALED    
 TQ0603  ___________________________________________________________________
 TQ0603  LAPLACE CORR-          15.25  (seconds)                    DEFLEC99
 TQ0603  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 TQ0603
 TQ0603  HORZ ORDER  -  THIRD
 TQ0603
 TQ0603.The horizontal coordinates were established by classical geodetic methods
 TQ0603.and adjusted by the National Geodetic Survey in December 1991..
 TQ0603
 TQ0603.The orthometric height was scaled from a topographic map.
 TQ0603
 TQ0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0603
 TQ0603.The geoid height was determined by GEOID03.
 TQ0603
 TQ0603;                    North         East     Units Scale Factor Converg.
 TQ0603;SPC WA N     -   222,478.946   432,866.527   MT  1.00006037   -0 40 58.9
 TQ0603;SPC WA N     -   729,916.34  1,420,162.93   sFT  1.00006037   -0 40 58.9
 TQ0603;UTM  10      - 5,427,907.106   591,378.891   MT  0.99970258   +0 56 34.3
 TQ0603
 TQ0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0603!SPC WA N     -   0.99987383  x   1.00006037  =   0.99993419
 TQ0603!UTM  10      -   0.99987383  x   0.99970258  =   0.99957644
 TQ0603
 TQ0603:                Primary Azimuth Mark                     Grid Az
 TQ0603:SPC WA N     -  BOUNDARY MONUMENT 50 CD US               270 42 58.7
 TQ0603:UTM  10      -  BOUNDARY MONUMENT 50 CD US               269 05 25.5
 TQ0603
 TQ0603|---------------------------------------------------------------------|
 TQ0603| PID    Reference Object                     Distance      Geod. Az  |
 TQ0603|                                                           dddmmss.s |
 TQ0603| TQ0602 BOUNDARY MONUMENT 50 CD US          APPROX. 0.6 KM 2700159.8 |
 TQ0603|---------------------------------------------------------------------|
 TQ0603
 TQ0603                          SUPERSEDED SURVEY CONTROL
 TQ0603
 TQ0603  NAD 83(1986)-  48 59 50.29173(N)    121 45 02.61911(W) AD(       ) 3
 TQ0603
 TQ0603.Superseded values are not recommended for survey control.
 TQ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0603.See file dsdata.txt to determine how the superseded data were derived.
 TQ0603
 TQ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV9137927907(NAD 83)
 TQ0603_MARKER: Z = SEE DESCRIPTION
 TQ0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0603_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0603+STABILITY: SURFACE MOTION
 TQ0603
 TQ0603  HISTORY     - Date     Condition        Report By
 TQ0603  HISTORY     - 1907     MONUMENTED       IBC
 TQ0603  HISTORY     - 1976     GOOD             IBC
 TQ0603
 TQ0603                          STATION DESCRIPTION
 TQ0603
 TQ0603'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907 (JJM)
 TQ0603'THE GENERAL TYPE OF ALUMINUM - BRONZE MONUMENTS SET IN 1904-09 ARE
 TQ0603'HOLLOW SHAFTS SET IN A CONCRETE BASE.  THEY WERE MADE OF SECTIONAL
 TQ0603'DESIGN TO FACILITATE TRANSPORTATION TO THEIR SITES IN THE RUGGED
 TQ0603'MOUNTAIN COUNTRY BY PACK HORSES AND BY BACK - PACKING BY MEN.
 TQ0603'
 TQ0603'THE INSCRIPTIONS ON THE MONUMENTS ARE OF TWO DIFFERENT WORDINGS.  ON
 TQ0603'THOSE SET WEST OF THE SUMMIT OF THE ROCKY MOUNTAINS.  CONSECUTIVE
 TQ0603'NUMBERS 2 TO 272.  THE INSCRIPTIONS ARE CAST IN SMALL RAISED LETTERS
 TQ0603'IN HORIZONTAL LINES ACROSS THE MIDDLE SECTION OF THE SHAFT AND ARE
 TQ0603'AS FOLLOWS--ON THE NORTH FACE,---CANADA---, ON THE SOUTH FACE
 TQ0603'---UNITED STATES---, ON THE EAST FACE,---TREATY OF 1846, LINE
 TQ0603'ESTABLISHED 1857-1861, SURVEYED AND MARKED 1903-1907---.  THE WEST
 TQ0603'FACE IS BLANK EXCEPT FOR THE NUMBER OF THE MONUMENT, WHICH IS IN
 TQ0603'RAISED FIGURES ON A PLATE THAT IS ATTACHED TO THE TOP SECTION OF THE
 TQ0603'SHAFT BY MEANS OF A GROOVED SLOT DESIGNED FOR THAT PURPOSE.  ON THOSE
 TQ0603'SET EAST OF THE SUMMIT OF THE ROCKY MOUNTAINS, CONSECUTIVE NUMBERS
 TQ0603'273 TO 302, THE INSCRIPTIONS ARE CAST IN LARGE RAISED LETTERS, IN
 TQ0603'VERTICAL LINES READING UPWARD, ON THE TOP SECTION OF THE SHAFT AND
 TQ0603'ARE AS FOLLOWS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TQ0603'---UNITED STATES---, ON THE EAST FACE---TREATY OF 1908---, ON THE
 TQ0603'WEST FACE---CONVENTION OF 1918---.  ON THE WEST FACE, THE NUMBER OF
 TQ0603'THE MONUMENT IS OUTLINED BY DRILL HOLES.
 TQ0603
 TQ0603                          STATION RECOVERY (1976)
 TQ0603
 TQ0603'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CJG)
 TQ0603'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0604 ***********************************************************************
 TQ0604  DESIGNATION -  BOUNDARY MONUMENT 52 CD US
 TQ0604  PID         -  TQ0604
 TQ0604  STATE/COUNTY-  WA/WHATCOM
 TQ0604  USGS QUAD   -  MT LARRABEE (1989)
 TQ0604
 TQ0604                         *CURRENT SURVEY CONTROL
 TQ0604  ___________________________________________________________________
 TQ0604* NAD 83(1991)-  48 59 50.26702(N)    121 44 27.84218(W)     ADJUSTED  
 TQ0604* NAVD 88     -       945.     (meters)    3100.     (feet)  SCALED    
 TQ0604  ___________________________________________________________________
 TQ0604  LAPLACE CORR-          16.58  (seconds)                    DEFLEC99
 TQ0604  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 TQ0604
 TQ0604  HORZ ORDER  -  THIRD
 TQ0604
 TQ0604.The horizontal coordinates were established by classical geodetic methods
 TQ0604.and adjusted by the National Geodetic Survey in December 1991..
 TQ0604
 TQ0604.The orthometric height was scaled from a topographic map.
 TQ0604
 TQ0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0604
 TQ0604.The geoid height was determined by GEOID03.
 TQ0604
 TQ0604;                    North         East     Units Scale Factor Converg.
 TQ0604;SPC WA N     -   222,470.565   433,573.415   MT  1.00006037   -0 40 33.0
 TQ0604;SPC WA N     -   729,888.85  1,422,482.11   sFT  1.00006037   -0 40 33.0
 TQ0604;UTM  10      - 5,427,918.781   592,085.480   MT  0.99970417   +0 57 00.6
 TQ0604
 TQ0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0604!SPC WA N     -   0.99985470  x   1.00006037  =   0.99991507
 TQ0604!UTM  10      -   0.99985470  x   0.99970417  =   0.99955892
 TQ0604
 TQ0604:                Primary Azimuth Mark                     Grid Az
 TQ0604:SPC WA N     -  BOUNDARY MONUMENT 53 CD US               089 29 49.1
 TQ0604:UTM  10      -  BOUNDARY MONUMENT 53 CD US               087 52 15.5
 TQ0604
 TQ0604|---------------------------------------------------------------------|
 TQ0604| PID    Reference Object                     Distance      Geod. Az  |
 TQ0604|                                                           dddmmss.s |
 TQ0604| TQ0605 BOUNDARY MONUMENT 53 CD US          APPROX. 5.4 KM 0884916.1 |
 TQ0604|---------------------------------------------------------------------|
 TQ0604
 TQ0604                          SUPERSEDED SURVEY CONTROL
 TQ0604
 TQ0604  NAD 83(1986)-  48 59 50.29204(N)    121 44 27.84313(W) AD(       ) 3
 TQ0604
 TQ0604.Superseded values are not recommended for survey control.
 TQ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0604.See file dsdata.txt to determine how the superseded data were derived.
 TQ0604
 TQ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV9208527919(NAD 83)
 TQ0604_MARKER: Z = SEE DESCRIPTION
 TQ0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0604_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0604+STABILITY: SURFACE MOTION
 TQ0604
 TQ0604  HISTORY     - Date     Condition        Report By
 TQ0604  HISTORY     - 1907     MONUMENTED       IBC
 TQ0604  HISTORY     - 1976     GOOD             IBC
 TQ0604
 TQ0604                          STATION DESCRIPTION
 TQ0604
 TQ0604'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907 (JJM)
 TQ0604'THE GENERAL TYPE OF ALUMINUM - BRONZE MONUMENTS SET IN 1904-09 ARE
 TQ0604'HOLLOW SHAFTS SET IN A CONCRETE BASE.  THEY WERE MADE OF SECTIONAL
 TQ0604'DESIGN TO FACILITATE TRANSPORTATION TO THEIR SITES IN THE RUGGED
 TQ0604'MOUNTAIN COUNTRY BY PACK HORSES AND BY BACK - PACKING BY MEN.
 TQ0604'
 TQ0604'THE INSCRIPTIONS ON THE MONUMENTS ARE OF TWO DIFFERENT WORDINGS.  ON
 TQ0604'THOSE SET WEST OF THE SUMMIT OF THE ROCKY MOUNTAINS.  CONSECUTIVE
 TQ0604'NUMBERS 2 TO 272.  THE INSCRIPTIONS ARE CAST IN SMALL RAISED LETTERS
 TQ0604'IN HORIZONTAL LINES ACROSS THE MIDDLE SECTION OF THE SHAFT AND ARE
 TQ0604'AS FOLLOWS--ON THE NORTH FACE,---CANADA---, ON THE SOUTH FACE
 TQ0604'---UNITED STATES---, ON THE EAST FACE,---TREATY OF 1846, LINE
 TQ0604'ESTABLISHED 1857-1861, SURVEYED AND MARKED 1903-1907---.  THE WEST
 TQ0604'FACE IS BLANK EXCEPT FOR THE NUMBER OF THE MONUMENT, WHICH IS IN
 TQ0604'RAISED FIGURES ON A PLATE THAT IS ATTACHED TO THE TOP SECTION OF THE
 TQ0604'SHAFT BY MEANS OF A GROOVED SLOT DESIGNED FOR THAT PURPOSE.  ON THOSE
 TQ0604'SET EAST OF THE SUMMIT OF THE ROCKY MOUNTAINS, CONSECUTIVE NUMBERS
 TQ0604'273 TO 302, THE INSCRIPTIONS ARE CAST IN LARGE RAISED LETTERS, IN
 TQ0604'VERTICAL LINES READING UPWARD, ON THE TOP SECTION OF THE SHAFT AND
 TQ0604'ARE AS FOLLOWS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TQ0604'---UNITED STATES---, ON THE EAST FACE---TREATY OF 1908---, ON THE
 TQ0604'WEST FACE---CONVENTION OF 1918---.  ON THE WEST FACE, THE NUMBER OF
 TQ0604'THE MONUMENT IS OUTLINED BY DRILL HOLES.
 TQ0604
 TQ0604                          STATION RECOVERY (1976)
 TQ0604
 TQ0604'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CJG)
 TQ0604'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0605 ***********************************************************************
 TQ0605  DESIGNATION -  BOUNDARY MONUMENT 53 CD US
 TQ0605  PID         -  TQ0605
 TQ0605  STATE/COUNTY-  WA/WHATCOM
 TQ0605  USGS QUAD   -  MT LARRABEE (1989)
 TQ0605
 TQ0605                         *CURRENT SURVEY CONTROL
 TQ0605  ___________________________________________________________________
 TQ0605* NAD 83(1991)-  48 59 53.75542(N)    121 40 04.01544(W)     ADJUSTED  
 TQ0605* NAVD 88     -      2134.     (meters)    7001.     (feet)  SCALED    
 TQ0605  ___________________________________________________________________
 TQ0605  LAPLACE CORR-          11.13  (seconds)                    DEFLEC99
 TQ0605  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 TQ0605
 TQ0605  HORZ ORDER  -  THIRD
 TQ0605
 TQ0605.The horizontal coordinates were established by classical geodetic methods
 TQ0605.and adjusted by the National Geodetic Survey in December 1991..
 TQ0605
 TQ0605.The orthometric height was scaled from a topographic map.
 TQ0605
 TQ0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0605
 TQ0605.The geoid height was determined by GEOID03.
 TQ0605
 TQ0605;                    North         East     Units Scale Factor Converg.
 TQ0605;SPC WA N     -   222,517.623   438,937.264   MT  1.00006064   -0 37 16.6
 TQ0605;SPC WA N     -   730,043.23  1,440,080.01   sFT  1.00006064   -0 37 16.6
 TQ0605;UTM  10      - 5,428,117.986   597,443.955   MT  0.99971665   +1 00 19.8
 TQ0605
 TQ0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0605!SPC WA N     -   0.99966841  x   1.00006064  =   0.99972903
 TQ0605!UTM  10      -   0.99966841  x   0.99971665  =   0.99938516
 TQ0605
 TQ0605:                Primary Azimuth Mark                     Grid Az
 TQ0605:SPC WA N     -  MC GUIRE                                 297 55 15.3
 TQ0605:UTM  10      -  MC GUIRE                                 296 17 38.9
 TQ0605
 TQ0605|---------------------------------------------------------------------|
 TQ0605| PID    Reference Object                     Distance      Geod. Az  |
 TQ0605|                                                           dddmmss.s |
 TQ0605| TQ0593 MC GUIRE                            APPROX. 8.7 KM 2971758.7 |
 TQ0605|---------------------------------------------------------------------|
 TQ0605
 TQ0605                          SUPERSEDED SURVEY CONTROL
 TQ0605
 TQ0605  NAD 83(1986)-  48 59 53.78204(N)    121 40 04.01489(W) AD(       ) 3
 TQ0605
 TQ0605.Superseded values are not recommended for survey control.
 TQ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0605.See file dsdata.txt to determine how the superseded data were derived.
 TQ0605
 TQ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV9744428118(NAD 83)
 TQ0605_MARKER: Z = SEE DESCRIPTION
 TQ0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0605_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0605+STABILITY: SURFACE MOTION
 TQ0605
 TQ0605  HISTORY     - Date     Condition        Report By
 TQ0605  HISTORY     - 1907     MONUMENTED       IBC
 TQ0605  HISTORY     - 1975     GOOD             IBC
 TQ0605
 TQ0605                          STATION DESCRIPTION
 TQ0605
 TQ0605'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907 (JJM)
 TQ0605'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0605'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0605'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0605'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0605'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0605'MONUMENT.
 TQ0605
 TQ0605                          STATION RECOVERY (1975)
 TQ0605
 TQ0605'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TQ0605'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0606 ***********************************************************************
 TQ0606  DESIGNATION -  BOUNDARY MONUMENT 54 CD US
 TQ0606  PID         -  TQ0606
 TQ0606  STATE/COUNTY-  WA/WHATCOM
 TQ0606  USGS QUAD   -  MT LARRABEE (1989)
 TQ0606
 TQ0606                         *CURRENT SURVEY CONTROL
 TQ0606  ___________________________________________________________________
 TQ0606* NAD 83(1991)-  48 59 55.57515(N)    121 37 48.55134(W)     ADJUSTED  
 TQ0606* NAVD 88     -       915.     (meters)    3002.     (feet)  SCALED    
 TQ0606  ___________________________________________________________________
 TQ0606  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 TQ0606  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 TQ0606
 TQ0606  HORZ ORDER  -  THIRD
 TQ0606
 TQ0606.The horizontal coordinates were established by classical geodetic methods
 TQ0606.and adjusted by the National Geodetic Survey in December 1991..
 TQ0606
 TQ0606.The orthometric height was scaled from a topographic map.
 TQ0606
 TQ0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0606
 TQ0606.The geoid height was determined by GEOID03.
 TQ0606
 TQ0606;                    North         East     Units Scale Factor Converg.
 TQ0606;SPC WA N     -   222,544.653   441,691.329   MT  1.00006077   -0 35 35.7
 TQ0606;SPC WA N     -   730,131.92  1,449,115.64   sFT  1.00006077   -0 35 35.7
 TQ0606;UTM  10      - 5,428,223.162   600,195.205   MT  0.99972333   +1 02 02.1
 TQ0606
 TQ0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0606!SPC WA N     -   0.99985934  x   1.00006077  =   0.99992010
 TQ0606!UTM  10      -   0.99985934  x   0.99972333  =   0.99958271
 TQ0606
 TQ0606:                Primary Azimuth Mark                     Grid Az
 TQ0606:SPC WA N     -  SLESSE                                   003 51 39.3
 TQ0606:UTM  10      -  SLESSE                                   002 14 01.5
 TQ0606
 TQ0606|---------------------------------------------------------------------|
 TQ0606| PID    Reference Object                     Distance      Geod. Az  |
 TQ0606|                                                           dddmmss.s |
 TQ0606| TQ0670 SLESSE                              APPROX. 6.0 KM 0031603.6 |
 TQ0606|---------------------------------------------------------------------|
 TQ0606
 TQ0606                          SUPERSEDED SURVEY CONTROL
 TQ0606
 TQ0606  NAD 83(1986)-  48 59 55.60249(N)    121 37 48.55825(W) AD(       ) 3
 TQ0606
 TQ0606.Superseded values are not recommended for survey control.
 TQ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0606.See file dsdata.txt to determine how the superseded data were derived.
 TQ0606
 TQ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV0019528223(NAD 83)
 TQ0606_MARKER: Z = SEE DESCRIPTION
 TQ0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0606_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0606+STABILITY: SURFACE MOTION
 TQ0606
 TQ0606  HISTORY     - Date     Condition        Report By
 TQ0606  HISTORY     - 1907     MONUMENTED       IBC
 TQ0606  HISTORY     - 1975     GOOD             IBC
 TQ0606
 TQ0606                          STATION DESCRIPTION
 TQ0606
 TQ0606'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907 (JJM)
 TQ0606'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0606'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0606'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0606'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0606'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0606'MONUMENT.
 TQ0606
 TQ0606                          STATION RECOVERY (1975)
 TQ0606
 TQ0606'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TQ0606'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0607 ***********************************************************************
 TQ0607  DESIGNATION -  BOUNDARY MONUMENT 55 CD US
 TQ0607  PID         -  TQ0607
 TQ0607  STATE/COUNTY-  WA/WHATCOM
 TQ0607  USGS QUAD   -  MT SEFRIT (1989)
 TQ0607
 TQ0607                         *CURRENT SURVEY CONTROL
 TQ0607  ___________________________________________________________________
 TQ0607* NAD 83(1991)-  48 59 56.31424(N)    121 36 46.77013(W)     ADJUSTED  
 TQ0607* NAVD 88     -       702.     (meters)    2303.     (feet)  SCALED    
 TQ0607  ___________________________________________________________________
 TQ0607  LAPLACE CORR-           8.79  (seconds)                    DEFLEC99
 TQ0607  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 TQ0607
 TQ0607  HORZ ORDER  -  THIRD
 TQ0607
 TQ0607.The horizontal coordinates were established by classical geodetic methods
 TQ0607.and adjusted by the National Geodetic Survey in December 1991..
 TQ0607.No horizontal observational check was made to the station.
 TQ0607
 TQ0607.The orthometric height was scaled from a topographic map.
 TQ0607
 TQ0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0607
 TQ0607.The geoid height was determined by GEOID03.
 TQ0607
 TQ0607;                    North         East     Units Scale Factor Converg.
 TQ0607;SPC WA N     -   222,554.622   442,947.335   MT  1.00006083   -0 34 49.7
 TQ0607;SPC WA N     -   730,164.62  1,453,236.38   sFT  1.00006083   -0 34 49.7
 TQ0607;UTM  10      - 5,428,268.779   601,450.001   MT  0.99972644   +1 02 48.7
 TQ0607
 TQ0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0607!SPC WA N     -   0.99989270  x   1.00006083  =   0.99995353
 TQ0607!UTM  10      -   0.99989270  x   0.99972644  =   0.99961917
 TQ0607
 TQ0607                          SUPERSEDED SURVEY CONTROL
 TQ0607
 TQ0607  NAD 83(1986)-  48 59 56.34064(N)    121 36 46.78139(W) AD(       ) 3
 TQ0607
 TQ0607.Superseded values are not recommended for survey control.
 TQ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0607.See file dsdata.txt to determine how the superseded data were derived.
 TQ0607
 TQ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV0145028269(NAD 83)
 TQ0607_MARKER: Z = SEE DESCRIPTION
 TQ0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0607_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0607+STABILITY: SURFACE MOTION
 TQ0607
 TQ0607  HISTORY     - Date     Condition        Report By
 TQ0607  HISTORY     - 1907     MONUMENTED       IBC
 TQ0607  HISTORY     - 1976     GOOD             IBC
 TQ0607
 TQ0607                          STATION DESCRIPTION
 TQ0607
 TQ0607'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907 (JJM)
 TQ0607'THE GENERAL TYPE OF ALUMINUM - BRONZE MONUMENTS SET IN 1904-09 ARE
 TQ0607'HOLLOW SHAFTS SET IN A CONCRETE BASE.  THEY WERE MADE OF SECTIONAL
 TQ0607'DESIGN TO FACILITATE TRANSPORTATION TO THEIR SITES IN THE RUGGED
 TQ0607'MOUNTAIN COUNTRY BY PACK HORSES AND BY BACK - PACKING BY MEN.
 TQ0607'
 TQ0607'THE INSCRIPTIONS ON THE MONUMENTS ARE OF TWO DIFFERENT WORDINGS.  ON
 TQ0607'THOSE SET WEST OF THE SUMMIT OF THE ROCKY MOUNTAINS.  CONSECUTIVE
 TQ0607'NUMBERS 2 TO 272.  THE INSCRIPTIONS ARE CAST IN SMALL RAISED LETTERS
 TQ0607'IN HORIZONTAL LINES ACROSS THE MIDDLE SECTION OF THE SHAFT AND ARE
 TQ0607'AS FOLLOWS--ON THE NORTH FACE,---CANADA---, ON THE SOUTH FACE
 TQ0607'---UNITED STATES---, ON THE EAST FACE,---TREATY OF 1846, LINE
 TQ0607'ESTABLISHED 1857-1861, SURVEYED AND MARKED 1903-1907---.  THE WEST
 TQ0607'FACE IS BLANK EXCEPT FOR THE NUMBER OF THE MONUMENT, WHICH IS IN
 TQ0607'RAISED FIGURES ON A PLATE THAT IS ATTACHED TO THE TOP SECTION OF THE
 TQ0607'SHAFT BY MEANS OF A GROOVED SLOT DESIGNED FOR THAT PURPOSE.  ON THOSE
 TQ0607'SET EAST OF THE SUMMIT OF THE ROCKY MOUNTAINS, CONSECUTIVE NUMBERS
 TQ0607'273 TO 302, THE INSCRIPTIONS ARE CAST IN LARGE RAISED LETTERS, IN
 TQ0607'VERTICAL LINES READING UPWARD, ON THE TOP SECTION OF THE SHAFT AND
 TQ0607'ARE AS FOLLOWS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TQ0607'---UNITED STATES---, ON THE EAST FACE---TREATY OF 1908---, ON THE
 TQ0607'WEST FACE---CONVENTION OF 1918---.  ON THE WEST FACE, THE NUMBER OF
 TQ0607'THE MONUMENT IS OUTLINED BY DRILL HOLES.
 TQ0607
 TQ0607                          STATION RECOVERY (1976)
 TQ0607
 TQ0607'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CJG)
 TQ0607'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0608 ***********************************************************************
 TQ0608  DESIGNATION -  BOUNDARY MONUMENT 56 CD US
 TQ0608  PID         -  TQ0608
 TQ0608  STATE/COUNTY-  WA/WHATCOM
 TQ0608  USGS QUAD   -  MT SEFRIT (1989)
 TQ0608
 TQ0608                         *CURRENT SURVEY CONTROL
 TQ0608  ___________________________________________________________________
 TQ0608* NAD 83(1991)-  48 59 57.35463(N)    121 34 00.91016(W)     ADJUSTED  
 TQ0608* NAVD 88     -      1897.8    (meters)    6226.     (feet)  VERTCON   
 TQ0608  ___________________________________________________________________
 TQ0608  X           -  -2,195,392.858 (meters)                     COMP
 TQ0608  Y           -  -3,573,181.101 (meters)                     COMP
 TQ0608  Z           -   4,791,924.176 (meters)                     COMP
 TQ0608  LAPLACE CORR-          14.03  (seconds)                    DEFLEC99
 TQ0608  ELLIP HEIGHT-        1880.27  (meters)          (07/28/92) GPS OBS
 TQ0608  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 TQ0608
 TQ0608  HORZ ORDER  -  THIRD
 TQ0608  ELLP ORDER  -  FIFTH     CLASS I
 TQ0608
 TQ0608.The horizontal coordinates were established by classical geodetic methods
 TQ0608.and adjusted by the National Geodetic Survey in December 1991..
 TQ0608
 TQ0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0608
 TQ0608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TQ0608
 TQ0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0608
 TQ0608.The ellipsoidal height was determined by GPS observations
 TQ0608.and is referenced to NAD 83.
 TQ0608
 TQ0608.The geoid height was determined by GEOID03.
 TQ0608
 TQ0608;                    North         East     Units Scale Factor Converg.
 TQ0608;SPC WA N     -   222,553.615   446,318.939   MT  1.00006091   -0 32 46.2
 TQ0608;SPC WA N     -   730,161.32  1,464,298.05   sFT  1.00006091   -0 32 46.2
 TQ0608;UTM  10      - 5,428,363.503   604,819.160   MT  0.99973497   +1 04 53.9
 TQ0608
 TQ0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0608!SPC WA N     -   0.99970542  x   1.00006091  =   0.99976632
 TQ0608!UTM  10      -   0.99970542  x   0.99973497  =   0.99944047
 TQ0608
 TQ0608:                Primary Azimuth Mark                     Grid Az
 TQ0608:SPC WA N     -  RED                                      249 59 58.1
 TQ0608:UTM  10      -  RED                                      248 22 18.0
 TQ0608
 TQ0608|---------------------------------------------------------------------|
 TQ0608| PID    Reference Object                     Distance      Geod. Az  |
 TQ0608|                                                           dddmmss.s |
 TQ0608| TQ0664 RED                                 APPROX. 6.3 KM 2492711.9 |
 TQ0608| TQ0571 E                                   129.068 METERS 35236     |
 TQ0608|---------------------------------------------------------------------|
 TQ0608
 TQ0608                          SUPERSEDED SURVEY CONTROL
 TQ0608
 TQ0608  NAD 83(1986)-  48 59 57.38176(N)    121 34 00.92563(W) AD(       ) 3
 TQ0608  NGVD 29 (10/22/91) 1896.5    (m)         6222.     (f) GPS OBS        
 TQ0608
 TQ0608.Superseded values are not recommended for survey control.
 TQ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0608.See file dsdata.txt to determine how the superseded data were derived.
 TQ0608
 TQ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV0481928364(NAD 83)
 TQ0608_MARKER: Z = SEE DESCRIPTION
 TQ0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0608_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0608+STABILITY: SURFACE MOTION
 TQ0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TQ0608+SATELLITE: SATELLITE OBSERVATIONS - 1990
 TQ0608
 TQ0608  HISTORY     - Date     Condition        Report By
 TQ0608  HISTORY     - 1907     MONUMENTED       IBC
 TQ0608  HISTORY     - 1975     GOOD             IBC
 TQ0608  HISTORY     - 1990     GOOD             GSC
 TQ0608
 TQ0608                          STATION DESCRIPTION
 TQ0608
 TQ0608'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907 (JJM)
 TQ0608'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0608'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0608'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0608'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0608'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0608'MONUMENT.
 TQ0608
 TQ0608                          STATION RECOVERY (1975)
 TQ0608
 TQ0608'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TQ0608'STATION RECOVERED IN GOOD CONDITION.
 TQ0608
 TQ0608                          STATION RECOVERY (1990)
 TQ0608
 TQ0608'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1990
 TQ0608'MKR TYPE V SETTING CODE 04
 TQ0608'LOC ON THE CANADA-US BOUNDARY ON MAIN RIDGE EXTENDING S FROM
 TQ0608'MOUNT SLESSE. IT IS ABOUT 10 M W OF THE CREST OF THE RIDGE
 TQ0608'IN AN AREA CLEAR OF TREES. MKD BY A BRONZE IBC OBELISK, 1.9 M
 TQ0608'HIGH, SET IN A 60 CM SQUARE CONC, BASE STPD 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0609 ***********************************************************************
 TQ0609  DESIGNATION -  BOUNDARY MONUMENT 57 CD US
 TQ0609  PID         -  TQ0609
 TQ0609  STATE/COUNTY-  WA/WHATCOM
 TQ0609  USGS QUAD   -  MT SEFRIT (1989)
 TQ0609
 TQ0609                         *CURRENT SURVEY CONTROL
 TQ0609  ___________________________________________________________________
 TQ0609* NAD 83(1991)-  48 59 58.22553(N)    121 31 37.16657(W)     ADJUSTED  
 TQ0609* NAVD 88     -      1067.     (meters)    3501.     (feet)  SCALED    
 TQ0609  ___________________________________________________________________
 TQ0609  LAPLACE CORR-           8.71  (seconds)                    DEFLEC99
 TQ0609  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 TQ0609
 TQ0609  HORZ ORDER  -  THIRD
 TQ0609
 TQ0609.The horizontal coordinates were established by classical geodetic methods
 TQ0609.and adjusted by the National Geodetic Survey in December 1991..
 TQ0609
 TQ0609.The orthometric height was scaled from a topographic map.
 TQ0609
 TQ0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0609
 TQ0609.The geoid height was determined by GEOID03.
 TQ0609
 TQ0609;                    North         East     Units Scale Factor Converg.
 TQ0609;SPC WA N     -   222,553.425   449,240.937   MT  1.00006097   -0 30 59.2
 TQ0609;SPC WA N     -   730,160.70  1,473,884.64   sFT  1.00006097   -0 30 59.2
 TQ0609;UTM  10      - 5,428,446.302   607,739.043   MT  0.99974260   +1 06 42.5
 TQ0609
 TQ0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0609!SPC WA N     -   0.99983547  x   1.00006097  =   0.99989643
 TQ0609!UTM  10      -   0.99983547  x   0.99974260  =   0.99957811
 TQ0609
 TQ0609:                Primary Azimuth Mark                     Grid Az
 TQ0609:SPC WA N     -  BOUNDARY MONUMENT 59 CD US               090 09 23.4
 TQ0609:UTM  10      -  BOUNDARY MONUMENT 59 CD US               088 31 41.7
 TQ0609
 TQ0609|---------------------------------------------------------------------|
 TQ0609| PID    Reference Object                     Distance      Geod. Az  |
 TQ0609|                                                           dddmmss.s |
 TQ0609| TQ0611 BOUNDARY MONUMENT 59 CD US          APPROX. 2.2 KM 0893824.2 |
 TQ0609| TQ0610 BOUNDARY MONUMENT 58 CD US RESET    257.003 METERS 08950     |
 TQ0609|---------------------------------------------------------------------|
 TQ0609
 TQ0609                          SUPERSEDED SURVEY CONTROL
 TQ0609
 TQ0609  NAD 83(1986)-  48 59 58.24985(N)    121 31 37.17800(W) AD(       ) 3
 TQ0609
 TQ0609.Superseded values are not recommended for survey control.
 TQ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0609.See file dsdata.txt to determine how the superseded data were derived.
 TQ0609
 TQ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV0773928446(NAD 83)
 TQ0609_MARKER: Z = SEE DESCRIPTION
 TQ0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0609_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0609+STABILITY: SURFACE MOTION
 TQ0609
 TQ0609  HISTORY     - Date     Condition        Report By
 TQ0609  HISTORY     - 1907     MONUMENTED       IBC
 TQ0609  HISTORY     - 1975     GOOD             IBC
 TQ0609
 TQ0609                          STATION DESCRIPTION
 TQ0609
 TQ0609'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907 (JJM)
 TQ0609'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0609'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0609'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0609'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0609'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0609'MONUMENT.
 TQ0609
 TQ0609                          STATION RECOVERY (1975)
 TQ0609
 TQ0609'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TQ0609'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0610 ***********************************************************************
 TQ0610  DESIGNATION -  BOUNDARY MONUMENT 58 CD US RESET
 TQ0610  PID         -  TQ0610
 TQ0610  STATE/COUNTY-  WA/WHATCOM
 TQ0610  USGS QUAD   -  MT SEFRIT (1989)
 TQ0610
 TQ0610                         *CURRENT SURVEY CONTROL
 TQ0610  ___________________________________________________________________
 TQ0610* NAD 83(1991)-  48 59 58.24931(N)    121 31 24.52236(W)     ADJUSTED  
 TQ0610* NAVD 88     -      1067.     (meters)    3501.     (feet)  SCALED    
 TQ0610  ___________________________________________________________________
 TQ0610  LAPLACE CORR-           8.10  (seconds)                    DEFLEC99
 TQ0610  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 TQ0610
 TQ0610  HORZ ORDER  -  THIRD
 TQ0610
 TQ0610.The horizontal coordinates were established by classical geodetic methods
 TQ0610.and adjusted by the National Geodetic Survey in December 1991..
 TQ0610
 TQ0610.The orthometric height was scaled from a topographic map.
 TQ0610
 TQ0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0610
 TQ0610.The geoid height was determined by GEOID03.
 TQ0610
 TQ0610;                    North         East     Units Scale Factor Converg.
 TQ0610;SPC WA N     -   222,551.849   449,497.952   MT  1.00006097   -0 30 49.8
 TQ0610;SPC WA N     -   730,155.52  1,474,727.86   sFT  1.00006097   -0 30 49.8
 TQ0610;UTM  10      - 5,428,452.028   607,995.917   MT  0.99974328   +1 06 52.0
 TQ0610
 TQ0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0610!SPC WA N     -   0.99983547  x   1.00006097  =   0.99989643
 TQ0610!UTM  10      -   0.99983547  x   0.99974328  =   0.99957879
 TQ0610
 TQ0610|---------------------------------------------------------------------|
 TQ0610| PID    Reference Object                     Distance      Geod. Az  |
 TQ0610|                                                           dddmmss.s |
 TQ0610| TQ0609 BOUNDARY MONUMENT 57 CD US          257.003 METERS 26950     |
 TQ0610|---------------------------------------------------------------------|
 TQ0610
 TQ0610                          SUPERSEDED SURVEY CONTROL
 TQ0610
 TQ0610  NAD 83(1986)-  48 59 58.27353(N)    121 31 24.53341(W) AD(       ) 3
 TQ0610
 TQ0610.Superseded values are not recommended for survey control.
 TQ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0610.See file dsdata.txt to determine how the superseded data were derived.
 TQ0610
 TQ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV0799628452(NAD 83)
 TQ0610_MARKER: Z = SEE DESCRIPTION
 TQ0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0610_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TQ0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0610+STABILITY: SURFACE MOTION
 TQ0610
 TQ0610  HISTORY     - Date     Condition        Report By
 TQ0610  HISTORY     - 1975     MONUMENTED       IBC
 TQ0610
 TQ0610                          STATION DESCRIPTION
 TQ0610
 TQ0610'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TQ0610'MONUMENT 58, BASE AND MIDDLE SECTION OF SHAFT FOUND BURIED UNDER
 TQ0610'ROTTING WOOD OF OLD DEADFALL.  TOP SECTION OF SHAFT WAS NOT RECOVERED.
 TQ0610'A LINE TABLET STAMPED---58-1975 WAS EMBEDDED IN CONCRETE IN CENTER OF
 TQ0610'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0611 ***********************************************************************
 TQ0611  DESIGNATION -  BOUNDARY MONUMENT 59 CD US
 TQ0611  PID         -  TQ0611
 TQ0611  STATE/COUNTY-  WA/WHATCOM
 TQ0611  USGS QUAD   -  COPPER MOUNTAIN (1989)
 TQ0611
 TQ0611                         *CURRENT SURVEY CONTROL
 TQ0611  ___________________________________________________________________
 TQ0611* NAD 83(1991)-  48 59 58.65381(N)    121 29 50.22190(W)     ADJUSTED  
 TQ0611* NAVD 88     -      1982.     (meters)    6503.     (feet)  SCALED    
 TQ0611  ___________________________________________________________________
 TQ0611  LAPLACE CORR-          11.41  (seconds)                    DEFLEC99
 TQ0611  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 TQ0611
 TQ0611  HORZ ORDER  -  THIRD
 TQ0611
 TQ0611.The horizontal coordinates were established by classical geodetic methods
 TQ0611.and adjusted by the National Geodetic Survey in December 1991..
 TQ0611
 TQ0611.The orthometric height was scaled from a topographic map.
 TQ0611
 TQ0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0611
 TQ0611.The geoid height was determined by GEOID03.
 TQ0611
 TQ0611;                    North         East     Units Scale Factor Converg.
 TQ0611;SPC WA N     -   222,547.481   451,414.825   MT  1.00006100   -0 29 39.6
 TQ0611;SPC WA N     -   730,141.19  1,481,016.81   sFT  1.00006100   -0 29 39.6
 TQ0611;UTM  10      - 5,428,502.118   609,911.536   MT  0.99974841   +1 08 03.2
 TQ0611
 TQ0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0611!SPC WA N     -   0.99969214  x   1.00006100  =   0.99975312
 TQ0611!UTM  10      -   0.99969214  x   0.99974841  =   0.99944062
 TQ0611
 TQ0611:                Primary Azimuth Mark                     Grid Az
 TQ0611:SPC WA N     -  H                                        066 17 17.8
 TQ0611:UTM  10      -  H                                        064 39 35.0
 TQ0611
 TQ0611|---------------------------------------------------------------------|
 TQ0611| PID    Reference Object                     Distance      Geod. Az  |
 TQ0611|                                                           dddmmss.s |
 TQ0611| TQ0580 H                                   APPROX. 2.1 KM 0654738.2 |
 TQ0611|---------------------------------------------------------------------|
 TQ0611
 TQ0611                          SUPERSEDED SURVEY CONTROL
 TQ0611
 TQ0611  NAD 83(1986)-  48 59 58.67713(N)    121 29 50.23049(W) AD(       ) 3
 TQ0611
 TQ0611.Superseded values are not recommended for survey control.
 TQ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0611.See file dsdata.txt to determine how the superseded data were derived.
 TQ0611
 TQ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV0991228502(NAD 83)
 TQ0611_MARKER: Z = SEE DESCRIPTION
 TQ0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0611_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0611+STABILITY: SURFACE MOTION
 TQ0611
 TQ0611  HISTORY     - Date     Condition        Report By
 TQ0611  HISTORY     - 1907     MONUMENTED       IBC
 TQ0611  HISTORY     - 1975     GOOD             IBC
 TQ0611
 TQ0611                          STATION DESCRIPTION
 TQ0611
 TQ0611'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907 (JJM)
 TQ0611'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0611'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0611'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0611'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0611'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0611'MONUMENT.
 TQ0611
 TQ0611                          STATION RECOVERY (1975)
 TQ0611
 TQ0611'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TQ0611'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0612 ***********************************************************************
 TQ0612  DESIGNATION -  BOUNDARY MONUMENT 60 CD US
 TQ0612  PID         -  TQ0612
 TQ0612  STATE/COUNTY-  WA/WHATCOM
 TQ0612  USGS QUAD   -  
 TQ0612
 TQ0612                         *CURRENT SURVEY CONTROL
 TQ0612  ___________________________________________________________________
 TQ0612* NAD 83(1991)-  48 59 58.98691(N)    121 28 29.52850(W)     ADJUSTED  
 TQ0612* NAVD 88     -      2104.     (meters)    6903.     (feet)  SCALED    
 TQ0612  ___________________________________________________________________
 TQ0612  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 TQ0612  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TQ0612
 TQ0612  HORZ ORDER  -  THIRD
 TQ0612
 TQ0612.The horizontal coordinates were established by classical geodetic methods
 TQ0612.and adjusted by the National Geodetic Survey in December 1991..
 TQ0612
 TQ0612.The orthometric height was scaled from a topographic map.
 TQ0612
 TQ0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0612
 TQ0612.The geoid height was determined by GEOID03.
 TQ0612
 TQ0612;                    North         East     Units Scale Factor Converg.
 TQ0612;SPC WA N     -   222,543.859   453,055.097   MT  1.00006103   -0 28 39.5
 TQ0612;SPC WA N     -   730,129.31  1,486,398.26   sFT  1.00006103   -0 28 39.5
 TQ0612;UTM  10      - 5,428,545.104   611,550.740   MT  0.99975287   +1 09 04.1
 TQ0612
 TQ0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0612!SPC WA N     -   0.99967303  x   1.00006103  =   0.99973404
 TQ0612!UTM  10      -   0.99967303  x   0.99975287  =   0.99942598
 TQ0612
 TQ0612:                Primary Azimuth Mark                     Grid Az
 TQ0612:SPC WA N     -  MIDDLE                                   201 06 23.5
 TQ0612:UTM  10      -  MIDDLE                                   199 28 39.9
 TQ0612
 TQ0612|---------------------------------------------------------------------|
 TQ0612| PID    Reference Object                     Distance      Geod. Az  |
 TQ0612|                                                           dddmmss.s |
 TQ0612| TQ0594 MIDDLE                              APPROX. 0.5 KM 2003744.0 |
 TQ0612| TQ0611 BOUNDARY MONUMENT 59 CD US          APPROX. 1.6 KM 2693856.4 |
 TQ0612|---------------------------------------------------------------------|
 TQ0612
 TQ0612                          SUPERSEDED SURVEY CONTROL
 TQ0612
 TQ0612  NAD 83(1986)-  48 59 59.00947(N)    121 28 29.53362(W) AD(       ) 3
 TQ0612
 TQ0612.Superseded values are not recommended for survey control.
 TQ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0612.See file dsdata.txt to determine how the superseded data were derived.
 TQ0612
 TQ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV1155128545(NAD 83)
 TQ0612_MARKER: Z = SEE DESCRIPTION
 TQ0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0612_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0612+STABILITY: SURFACE MOTION
 TQ0612
 TQ0612  HISTORY     - Date     Condition        Report By
 TQ0612  HISTORY     - 1907     MONUMENTED       IBC
 TQ0612  HISTORY     - 1975     GOOD             IBC
 TQ0612
 TQ0612                          STATION DESCRIPTION
 TQ0612
 TQ0612'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907 (JJM)
 TQ0612'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0612'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0612'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0612'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0612'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0612'MONUMENT.
 TQ0612
 TQ0612                          STATION RECOVERY (1975)
 TQ0612
 TQ0612'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TQ0612'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0613 ***********************************************************************
 TQ0613  DESIGNATION -  BOUNDARY MONUMENT 61 CD US
 TQ0613  PID         -  TQ0613
 TQ0613  STATE/COUNTY-  WA/WHATCOM
 TQ0613  USGS QUAD   -  
 TQ0613
 TQ0613                         *CURRENT SURVEY CONTROL
 TQ0613  ___________________________________________________________________
 TQ0613* NAD 83(1991)-  48 59 59.40902(N)    121 26 42.05648(W)     ADJUSTED  
 TQ0613* NAVD 88     -      1403.     (meters)    4603.     (feet)  SCALED    
 TQ0613  ___________________________________________________________________
 TQ0613  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 TQ0613  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 TQ0613
 TQ0613  HORZ ORDER  -  THIRD
 TQ0613
 TQ0613.The horizontal coordinates were established by classical geodetic methods
 TQ0613.and adjusted by the National Geodetic Survey in December 1991..
 TQ0613
 TQ0613.The orthometric height was scaled from a topographic map.
 TQ0613
 TQ0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0613
 TQ0613.The geoid height was determined by GEOID03.
 TQ0613
 TQ0613;                    North         East     Units Scale Factor Converg.
 TQ0613;SPC WA N     -   222,539.111   455,239.696   MT  1.00006106   -0 27 19.5
 TQ0613;SPC WA N     -   730,113.73  1,493,565.57   sFT  1.00006106   -0 27 19.5
 TQ0613;UTM  10      - 5,428,602.441   613,733.925   MT  0.99975891   +1 10 25.3
 TQ0613
 TQ0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0613!SPC WA N     -   0.99978282  x   1.00006106  =   0.99984387
 TQ0613!UTM  10      -   0.99978282  x   0.99975891  =   0.99954179
 TQ0613
 TQ0613:                Primary Azimuth Mark                     Grid Az
 TQ0613:SPC WA N     -  MONUMENT 64                              089 48 04.8
 TQ0613:UTM  10      -  MONUMENT 64                              088 10 20.0
 TQ0613
 TQ0613|---------------------------------------------------------------------|
 TQ0613| PID    Reference Object                     Distance      Geod. Az  |
 TQ0613|                                                           dddmmss.s |
 TQ0613| TQ0616 MONUMENT 64                         APPROX. 4.8 KM 0892045.3 |
 TQ0613|---------------------------------------------------------------------|
 TQ0613
 TQ0613                          SUPERSEDED SURVEY CONTROL
 TQ0613
 TQ0613  NAD 83(1986)-  48 59 59.43068(N)    121 26 42.05709(W) AD(       ) 3
 TQ0613
 TQ0613.Superseded values are not recommended for survey control.
 TQ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0613.See file dsdata.txt to determine how the superseded data were derived.
 TQ0613
 TQ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV1373428602(NAD 83)
 TQ0613_MARKER: Z = SEE DESCRIPTION
 TQ0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0613_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0613+STABILITY: SURFACE MOTION
 TQ0613
 TQ0613  HISTORY     - Date     Condition        Report By
 TQ0613  HISTORY     - 1906     MONUMENTED       IBC
 TQ0613  HISTORY     - 1962     GOOD             IBC
 TQ0613  HISTORY     - 1976     MARK NOT FOUND   IBC
 TQ0613
 TQ0613                          STATION DESCRIPTION
 TQ0613
 TQ0613'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906 (JJM)
 TQ0613'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0613'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0613'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0613'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0613'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0613'MONUMENT.
 TQ0613
 TQ0613                          STATION RECOVERY (1962)
 TQ0613
 TQ0613'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (HGD)
 TQ0613'STATION SEARCHED FOR AND RECOVERED.
 TQ0613
 TQ0613                          STATION RECOVERY (1976)
 TQ0613
 TQ0613'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CAG)
 TQ0613'STATION NOT RECOVERED BECAUSE OF SNOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0614 ***********************************************************************
 TQ0614  DESIGNATION -  BOUNDARY MONUMENT 62 CD US
 TQ0614  PID         -  TQ0614
 TQ0614  STATE/COUNTY-  WA/WHATCOM
 TQ0614  USGS QUAD   -  
 TQ0614
 TQ0614                         *CURRENT SURVEY CONTROL
 TQ0614  ___________________________________________________________________
 TQ0614* NAD 83(1991)-  48 59 59.78166(N)    121 24 56.70449(W)     ADJUSTED  
 TQ0614* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 TQ0614  ___________________________________________________________________
 TQ0614  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 TQ0614  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 TQ0614
 TQ0614  HORZ ORDER  -  THIRD
 TQ0614
 TQ0614.The horizontal coordinates were established by classical geodetic methods
 TQ0614.and adjusted by the National Geodetic Survey in December 1991..
 TQ0614.No horizontal observational check was made to the station.
 TQ0614
 TQ0614.The orthometric height was scaled from a topographic map.
 TQ0614
 TQ0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0614
 TQ0614.The geoid height was determined by GEOID03.
 TQ0614
 TQ0614;                    North         East     Units Scale Factor Converg.
 TQ0614;SPC WA N     -   222,534.009   457,381.189   MT  1.00006109   -0 26 01.0
 TQ0614;SPC WA N     -   730,096.99  1,500,591.45   sFT  1.00006109   -0 26 01.0
 TQ0614;UTM  10      - 5,428,658.211   615,874.056   MT  0.99976494   +1 11 44.8
 TQ0614
 TQ0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0614!SPC WA N     -   0.99988795  x   1.00006109  =   0.99994903
 TQ0614!UTM  10      -   0.99988795  x   0.99976494  =   0.99965291
 TQ0614
 TQ0614:                Primary Azimuth Mark                     Grid Az
 TQ0614:SPC WA N     -  BOUNDARY MONUMENT 63 CD US               090 23 39.0
 TQ0614:UTM  10      -  BOUNDARY MONUMENT 63 CD US               088 45 53.2
 TQ0614
 TQ0614|---------------------------------------------------------------------|
 TQ0614| PID    Reference Object                     Distance      Geod. Az  |
 TQ0614|                                                           dddmmss.s |
 TQ0614| TQ0615 BOUNDARY MONUMENT 63 CD US          APPROX. 0.8 KM 0895738.0 |
 TQ0614|---------------------------------------------------------------------|
 TQ0614
 TQ0614                          SUPERSEDED SURVEY CONTROL
 TQ0614
 TQ0614  NAD 83(1986)-  48 59 59.80255(N)    121 24 56.70060(W) AD(       ) 3
 TQ0614
 TQ0614.Superseded values are not recommended for survey control.
 TQ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0614.See file dsdata.txt to determine how the superseded data were derived.
 TQ0614
 TQ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV1587428658(NAD 83)
 TQ0614_MARKER: Z = SEE DESCRIPTION
 TQ0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0614_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0614+STABILITY: SURFACE MOTION
 TQ0614
 TQ0614  HISTORY     - Date     Condition        Report By
 TQ0614  HISTORY     - 1906     MONUMENTED       IBC
 TQ0614  HISTORY     - 1976     GOOD             IBC
 TQ0614
 TQ0614                          STATION DESCRIPTION
 TQ0614
 TQ0614'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906 (JJM)
 TQ0614'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0614'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0614'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0614'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0614'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0614'MONUMENT.
 TQ0614
 TQ0614                          STATION RECOVERY (1976)
 TQ0614
 TQ0614'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CAG)
 TQ0614'STATION PAINTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0615 ***********************************************************************
 TQ0615  DESIGNATION -  BOUNDARY MONUMENT 63 CD US
 TQ0615  PID         -  TQ0615
 TQ0615  STATE/COUNTY-  WA/WHATCOM
 TQ0615  USGS QUAD   -  
 TQ0615
 TQ0615                         *CURRENT SURVEY CONTROL
 TQ0615  ___________________________________________________________________
 TQ0615* NAD 83(1991)-  48 59 59.79727(N)    121 24 18.33395(W)     ADJUSTED  
 TQ0615* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 TQ0615  ___________________________________________________________________
 TQ0615  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 TQ0615  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 TQ0615
 TQ0615  HORZ ORDER  -  THIRD
 TQ0615
 TQ0615.The horizontal coordinates were established by classical geodetic methods
 TQ0615.and adjusted by the National Geodetic Survey in December 1991..
 TQ0615.No horizontal observational check was made to the station.
 TQ0615
 TQ0615.The orthometric height was scaled from a topographic map.
 TQ0615
 TQ0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0615
 TQ0615.The geoid height was determined by GEOID03.
 TQ0615
 TQ0615;                    North         East     Units Scale Factor Converg.
 TQ0615;SPC WA N     -   222,528.643   458,161.119   MT  1.00006109   -0 25 32.5
 TQ0615;SPC WA N     -   730,079.39  1,503,150.27   sFT  1.00006109   -0 25 32.5
 TQ0615;UTM  10      - 5,428,675.020   616,653.594   MT  0.99976717   +1 12 13.8
 TQ0615
 TQ0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0615!SPC WA N     -   0.99989751  x   1.00006109  =   0.99995859
 TQ0615!UTM  10      -   0.99989751  x   0.99976717  =   0.99966470
 TQ0615
 TQ0615:                Primary Azimuth Mark                     Grid Az
 TQ0615:SPC WA N     -  BOUNDARY MONUMENT 62 CD US               270 23 39.4
 TQ0615:UTM  10      -  BOUNDARY MONUMENT 62 CD US               268 45 53.1
 TQ0615
 TQ0615|---------------------------------------------------------------------|
 TQ0615| PID    Reference Object                     Distance      Geod. Az  |
 TQ0615|                                                           dddmmss.s |
 TQ0615| TQ0614 BOUNDARY MONUMENT 62 CD US          APPROX. 0.8 KM 2695806.9 |
 TQ0615|---------------------------------------------------------------------|
 TQ0615
 TQ0615                          SUPERSEDED SURVEY CONTROL
 TQ0615
 TQ0615  NAD 83(1986)-  48 59 59.81790(N)    121 24 18.33103(W) AD(       ) 3
 TQ0615
 TQ0615.Superseded values are not recommended for survey control.
 TQ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0615.See file dsdata.txt to determine how the superseded data were derived.
 TQ0615
 TQ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV1665428675(NAD 83)
 TQ0615_MARKER: Z = SEE DESCRIPTION
 TQ0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0615_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0615+STABILITY: SURFACE MOTION
 TQ0615
 TQ0615  HISTORY     - Date     Condition        Report By
 TQ0615  HISTORY     - 1907     MONUMENTED       IBC
 TQ0615  HISTORY     - 1976     GOOD             IBC
 TQ0615
 TQ0615                          STATION DESCRIPTION
 TQ0615
 TQ0615'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907 (JJM)
 TQ0615'THE GENERAL TYPE OF ALUMINUM - BRONZE MONUMENTS SET IN 1904-09 ARE
 TQ0615'HOLLOW SHAFTS SET IN A CONCRETE BASE.  THEY WERE MADE OF SECTIONAL
 TQ0615'DESIGN TO FACILITATE TRANSPORTATION TO THEIR SITES IN THE RUGGED
 TQ0615'MOUNTAIN COUNTRY BY PACK HORSES AND BY BACK - PACKING BY MEN.
 TQ0615'
 TQ0615'THE INSCRIPTIONS ON THE MONUMENTS ARE OF TWO DIFFERENT WORDINGS.  ON
 TQ0615'THOSE SET WEST OF THE SUMMIT OF THE ROCKY MOUNTAINS.  CONSECUTIVE
 TQ0615'NUMBERS 2 TO 272.  THE INSCRIPTIONS ARE CAST IN SMALL RAISED LETTERS
 TQ0615'IN HORIZONTAL LINES ACROSS THE MIDDLE SECTION OF THE SHAFT AND ARE
 TQ0615'AS FOLLOWS--ON THE NORTH FACE,---CANADA---, ON THE SOUTH FACE
 TQ0615'---UNITED STATES---, ON THE EAST FACE,---TREATY OF 1846, LINE
 TQ0615'ESTABLISHED 1857-1861, SURVEYED AND MARKED 1903-1907---.  THE WEST
 TQ0615'FACE IS BLANK EXCEPT FOR THE NUMBER OF THE MONUMENT, WHICH IS IN
 TQ0615'RAISED FIGURES ON A PLATE THAT IS ATTACHED TO THE TOP SECTION OF THE
 TQ0615'SHAFT BY MEANS OF A GROOVED SLOT DESIGNED FOR THAT PURPOSE.  ON THOSE
 TQ0615'SET EAST OF THE SUMMIT OF THE ROCKY MOUNTAINS, CONSECUTIVE NUMBERS
 TQ0615'273 TO 302, THE INSCRIPTIONS ARE CAST IN LARGE RAISED LETTERS, IN
 TQ0615'VERTICAL LINES READING UPWARD, ON THE TOP SECTION OF THE SHAFT AND
 TQ0615'ARE AS FOLLOWS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TQ0615'---UNITED STATES---, ON THE EAST FACE---TREATY OF 1908---, ON THE
 TQ0615'WEST FACE---CONVENTION OF 1918---.  ON THE WEST FACE, THE NUMBER OF
 TQ0615'THE MONUMENT IS OUTLINED BY DRILL HOLES.
 TQ0615
 TQ0615                          STATION RECOVERY (1976)
 TQ0615
 TQ0615'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (CJG)
 TQ0615'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0647 ***********************************************************************
 TQ0647  DESIGNATION -  BOUNDARY MONUMENT 95 CD US
 TQ0647  PID         -  TQ0647
 TQ0647  STATE/COUNTY-  WA/OKANOGAN
 TQ0647  USGS QUAD   -  
 TQ0647
 TQ0647                         *CURRENT SURVEY CONTROL
 TQ0647  ___________________________________________________________________
 TQ0647* NAD 83(1991)-  48 59 59.96370(N)    120 10 54.62793(W)     ADJUSTED  
 TQ0647* NAVD 88     -      2485.4    (meters)    8154.     (feet)  VERTCON   
 TQ0647  ___________________________________________________________________
 TQ0647  X           -  -2,108,545.032 (meters)                     COMP
 TQ0647  Y           -  -3,625,485.602 (meters)                     COMP
 TQ0647  Z           -   4,792,422.167 (meters)                     COMP
 TQ0647  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 TQ0647  ELLIP HEIGHT-        2470.03  (meters)          (07/28/92) GPS OBS
 TQ0647  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 TQ0647
 TQ0647  HORZ ORDER  -  THIRD
 TQ0647  ELLP ORDER  -  FIFTH     CLASS I
 TQ0647
 TQ0647.The horizontal coordinates were established by classical geodetic methods
 TQ0647.and adjusted by the National Geodetic Survey in December 1991..
 TQ0647
 TQ0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0647
 TQ0647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TQ0647
 TQ0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0647
 TQ0647.The ellipsoidal height was determined by GPS observations
 TQ0647.and is referenced to NAD 83.
 TQ0647
 TQ0647.The geoid height was determined by GEOID03.
 TQ0647
 TQ0647;                    North         East     Units Scale Factor Converg.
 TQ0647;SPC WA N     -   222,580.155   547,673.209   MT  1.00006110   +0 29 06.2
 TQ0647;SPC WA N     -   730,248.39  1,796,824.52   sFT  1.00006110   +0 29 06.2
 TQ0647;UTM  10      - 5,431,281.741   706,115.804   MT  1.00012193   +2 07 39.5
 TQ0647
 TQ0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0647!SPC WA N     -   0.99961306  x   1.00006110  =   0.99967414
 TQ0647!UTM  10      -   0.99961306  x   1.00012193  =   0.99973495
 TQ0647
 TQ0647:                Primary Azimuth Mark                     Grid Az
 TQ0647:SPC WA N     -  LAKEVIEW IBS 1925                        018 12 33.0
 TQ0647:UTM  10      -  LAKEVIEW IBS 1925                        016 33 59.7
 TQ0647
 TQ0647|---------------------------------------------------------------------|
 TQ0647| PID    Reference Object                     Distance      Geod. Az  |
 TQ0647|                                                           dddmmss.s |
 TQ0647| TQ0483 LAKEVIEW IBS 1925                   APPROX. 5.1 KM 0184139.2 |
 TQ0647|---------------------------------------------------------------------|
 TQ0647
 TQ0647                          SUPERSEDED SURVEY CONTROL
 TQ0647
 TQ0647  NAD 83(1986)-  48 59 59.95911(N)    120 10 54.61901(W) AD(       ) 3
 TQ0647  NGVD 29 (10/22/91) 2483.8    (m)         8149.     (f) GPS OBS        
 TQ0647
 TQ0647.Superseded values are not recommended for survey control.
 TQ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0647.See file dsdata.txt to determine how the superseded data were derived.
 TQ0647
 TQ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGV0611631282(NAD 83)
 TQ0647_MARKER: Z = SEE DESCRIPTION
 TQ0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0647_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0647+STABILITY: SURFACE MOTION
 TQ0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TQ0647+SATELLITE: SATELLITE OBSERVATIONS - 1990
 TQ0647
 TQ0647  HISTORY     - Date     Condition        Report By
 TQ0647  HISTORY     - 1905     MONUMENTED       IBC
 TQ0647  HISTORY     - 1979     GOOD             IBC
 TQ0647  HISTORY     - 1990     GOOD             GSC
 TQ0647
 TQ0647                          STATION DESCRIPTION
 TQ0647
 TQ0647'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (ECB)
 TQ0647'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0647'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0647'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0647'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0647'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0647'MONUMENT.
 TQ0647
 TQ0647                          STATION RECOVERY (1979)
 TQ0647
 TQ0647'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1979 (FXP)
 TQ0647'STATION SEARCHED FOR AND RECOVERED.  VIEWED FROM A HOVERING
 TQ0647'HELICOPTER.
 TQ0647
 TQ0647                          STATION RECOVERY (1990)
 TQ0647
 TQ0647'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1990
 TQ0647'MKR TYPE SETTING CODE 04
 TQ0647'LOC ON THE CANADA-US BOUNDARY ABOUT 10 KM E OF ASHOLA
 TQ0647'RIVER ON A NARROW ROCKY RIDGE RUNNING N FROM CATHEDRAL PEAK.
 TQ0647'MON IS ON THE CREST OF RIDGE. MKD BY A BRONZE IBC OBELISK,
 TQ0647'1. M HIGH, SET ON A 60 CM SQUARE CONC BASE, STPD 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0648 ***********************************************************************
 TQ0648  DESIGNATION -  BOUNDARY MONUMENT 96 CD US
 TQ0648  PID         -  TQ0648
 TQ0648  STATE/COUNTY-  WA/OKANOGAN
 TQ0648  USGS QUAD   -  
 TQ0648
 TQ0648                         *CURRENT SURVEY CONTROL
 TQ0648  ___________________________________________________________________
 TQ0648* NAD 83(1991)-  48 59 59.49374(N)    120 08 32.13240(W)     ADJUSTED  
 TQ0648* NAVD 88     -      1891.     (meters)    6204.     (feet)  SCALED    
 TQ0648  ___________________________________________________________________
 TQ0648  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 TQ0648  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 TQ0648
 TQ0648  HORZ ORDER  -  THIRD
 TQ0648
 TQ0648.The horizontal coordinates were established by classical geodetic methods
 TQ0648.and adjusted by the National Geodetic Survey in December 1991..
 TQ0648
 TQ0648.The orthometric height was scaled from a topographic map.
 TQ0648
 TQ0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0648
 TQ0648.The geoid height was determined by GEOID03.
 TQ0648
 TQ0648;                    North         East     Units Scale Factor Converg.
 TQ0648;SPC WA N     -   222,590.902   550,569.699   MT  1.00006107   +0 30 52.3
 TQ0648;SPC WA N     -   730,283.65  1,806,327.42   sFT  1.00006107   +0 30 52.3
 TQ0648;UTM  10      - 5,431,375.528   709,010.993   MT  1.00013670   +2 09 27.1
 TQ0648
 TQ0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0648!SPC WA N     -   0.99970629  x   1.00006107  =   0.99976734
 TQ0648!UTM  10      -   0.99970629  x   1.00013670  =   0.99984295
 TQ0648
 TQ0648:                Primary Azimuth Mark                     Grid Az
 TQ0648:SPC WA N     -  BOUNDARY MONUMENT 95 CD US               269 47 15.4
 TQ0648:UTM  10      -  BOUNDARY MONUMENT 95 CD US               268 08 40.6
 TQ0648
 TQ0648|---------------------------------------------------------------------|
 TQ0648| PID    Reference Object                     Distance      Geod. Az  |
 TQ0648|                                                           dddmmss.s |
 TQ0648| TQ0647 BOUNDARY MONUMENT 95 CD US          APPROX. 2.9 KM 2701807.7 |
 TQ0648|---------------------------------------------------------------------|
 TQ0648
 TQ0648                          SUPERSEDED SURVEY CONTROL
 TQ0648
 TQ0648  NAD 83(1986)-  48 59 59.48924(N)    120 08 32.12607(W) AD(       ) 3
 TQ0648
 TQ0648.Superseded values are not recommended for survey control.
 TQ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0648.See file dsdata.txt to determine how the superseded data were derived.
 TQ0648
 TQ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGV0901131376(NAD 83)
 TQ0648_MARKER: Z = SEE DESCRIPTION
 TQ0648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0648_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0648+STABILITY: SURFACE MOTION
 TQ0648
 TQ0648  HISTORY     - Date     Condition        Report By
 TQ0648  HISTORY     - 1905     MONUMENTED       IBC
 TQ0648  HISTORY     - 1979     GOOD             IBC
 TQ0648
 TQ0648                          STATION DESCRIPTION
 TQ0648
 TQ0648'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (ECB)
 TQ0648'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0648'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0648'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0648'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0648'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0648'MONUMENT.
 TQ0648
 TQ0648                          STATION RECOVERY (1979)
 TQ0648
 TQ0648'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1979 (FXP)
 TQ0648'STATION SEARCHED FOR AND RECOVERED.  VIEWED FROM A HOVERING
 TQ0648'HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0649 ***********************************************************************
 TQ0649  DESIGNATION -  BOUNDARY MONUMENT 97 CD US
 TQ0649  PID         -  TQ0649
 TQ0649  STATE/COUNTY-  WA/OKANOGAN
 TQ0649  USGS QUAD   -  BAUERMAN RIDGE (1969)
 TQ0649
 TQ0649                         *CURRENT SURVEY CONTROL
 TQ0649  ___________________________________________________________________
 TQ0649* NAD 83(1991)-  48 59 58.71434(N)    120 05 04.43200(W)     ADJUSTED  
 TQ0649* NAVD 88     -      2013.     (meters)    6604.     (feet)  SCALED    
 TQ0649  ___________________________________________________________________
 TQ0649  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 TQ0649  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 TQ0649
 TQ0649  HORZ ORDER  -  THIRD
 TQ0649
 TQ0649.The horizontal coordinates were established by classical geodetic methods
 TQ0649.and adjusted by the National Geodetic Survey in December 1991..
 TQ0649
 TQ0649.The orthometric height was scaled from a topographic map.
 TQ0649
 TQ0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0649
 TQ0649.The geoid height was determined by GEOID03.
 TQ0649
 TQ0649;                    North         East     Units Scale Factor Converg.
 TQ0649;SPC WA N     -   222,606.320   554,791.632   MT  1.00006101   +0 33 26.9
 TQ0649;SPC WA N     -   730,334.23  1,820,178.88   sFT  1.00006101   +0 33 26.9
 TQ0649;UTM  10      - 5,431,512.026   713,231.113   MT  1.00015859   +2 12 04.0
 TQ0649
 TQ0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0649!SPC WA N     -   0.99968720  x   1.00006101  =   0.99974819
 TQ0649!UTM  10      -   0.99968720  x   1.00015859  =   0.99984574
 TQ0649
 TQ0649:                Primary Azimuth Mark                     Grid Az
 TQ0649:SPC WA N     -  CATHEDRAL                                260 45 57.6
 TQ0649:UTM  10      -  CATHEDRAL                                259 07 20.5
 TQ0649
 TQ0649|---------------------------------------------------------------------|
 TQ0649| PID    Reference Object                     Distance      Geod. Az  |
 TQ0649|                                                           dddmmss.s |
 TQ0649| TQ0566 CATHEDRAL                           APPROX. 7.7 KM 2611924.5 |
 TQ0649|---------------------------------------------------------------------|
 TQ0649
 TQ0649                          SUPERSEDED SURVEY CONTROL
 TQ0649
 TQ0649  NAD 83(1986)-  48 59 58.70985(N)    120 05 04.42579(W) AD(       ) 3
 TQ0649
 TQ0649.Superseded values are not recommended for survey control.
 TQ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0649.See file dsdata.txt to determine how the superseded data were derived.
 TQ0649
 TQ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGV1323131512(NAD 83)
 TQ0649_MARKER: Z = SEE DESCRIPTION
 TQ0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0649_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0649+STABILITY: SURFACE MOTION
 TQ0649
 TQ0649  HISTORY     - Date     Condition        Report By
 TQ0649  HISTORY     - 1905     MONUMENTED       IBC
 TQ0649  HISTORY     - 1979     GOOD             IBC
 TQ0649
 TQ0649                          STATION DESCRIPTION
 TQ0649
 TQ0649'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (ECB)
 TQ0649'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0649'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0649'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0649'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0649'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0649'MONUMENT.
 TQ0649
 TQ0649                          STATION RECOVERY (1979)
 TQ0649
 TQ0649'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1979 (FXP)
 TQ0649'STATION SEARCHED FOR AND RECOVERED.  VIEWED FROM A HOVERING
 TQ0649'HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0650 ***********************************************************************
 TQ0650  DESIGNATION -  BOUNDARY MONUMENT 98 CD US
 TQ0650  PID         -  TQ0650
 TQ0650  STATE/COUNTY-  WA/OKANOGAN
 TQ0650  USGS QUAD   -  BAUERMAN RIDGE (1969)
 TQ0650
 TQ0650                         *CURRENT SURVEY CONTROL
 TQ0650  ___________________________________________________________________
 TQ0650* NAD 83(1991)-  48 59 58.33154(N)    120 03 32.22290(W)     ADJUSTED  
 TQ0650* NAVD 88     -      2105.     (meters)    6906.     (feet)  SCALED    
 TQ0650  ___________________________________________________________________
 TQ0650  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 TQ0650  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TQ0650
 TQ0650  HORZ ORDER  -  THIRD
 TQ0650
 TQ0650.The horizontal coordinates were established by classical geodetic methods
 TQ0650.and adjusted by the National Geodetic Survey in December 1991..
 TQ0650
 TQ0650.The orthometric height was scaled from a topographic map.
 TQ0650
 TQ0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0650
 TQ0650.The geoid height was determined by GEOID03.
 TQ0650
 TQ0650;                    North         East     Units Scale Factor Converg.
 TQ0650;SPC WA N     -   222,613.042   556,665.983   MT  1.00006098   +0 34 35.6
 TQ0650;SPC WA N     -   730,356.29  1,826,328.31   sFT  1.00006098   +0 34 35.6
 TQ0650;UTM  10      - 5,431,572.519   715,104.691   MT  1.00016845   +2 13 13.7
 TQ0650;UTM  11      - 5,431,913.543   276,273.246   MT  1.00021494   -2 18 34.4
 TQ0650
 TQ0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0650!SPC WA N     -   0.99967281  x   1.00006098  =   0.99973377
 TQ0650!UTM  10      -   0.99967281  x   1.00016845  =   0.99984120
 TQ0650!UTM  11      -   0.99967281  x   1.00021494  =   0.99988767
 TQ0650
 TQ0650:                Primary Azimuth Mark                     Grid Az
 TQ0650:SPC WA N     -  CATHEDRAL                                262 31 29.1
 TQ0650:UTM  10      -  CATHEDRAL                                260 52 51.0
 TQ0650:UTM  11      -  CATHEDRAL                                265 24 39.1
 TQ0650
 TQ0650|---------------------------------------------------------------------|
 TQ0650| PID    Reference Object                     Distance      Geod. Az  |
 TQ0650|                                                           dddmmss.s |
 TQ0650| TQ0566 CATHEDRAL                           APPROX. 9.6 KM 2630604.7 |
 TQ0650|---------------------------------------------------------------------|
 TQ0650
 TQ0650                          SUPERSEDED SURVEY CONTROL
 TQ0650
 TQ0650  NAD 83(1986)-  48 59 58.32712(N)    120 03 32.21669(W) AD(       ) 3
 TQ0650
 TQ0650.Superseded values are not recommended for survey control.
 TQ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0650.See file dsdata.txt to determine how the superseded data were derived.
 TQ0650
 TQ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGV1510531573(NAD 83)
 TQ0650_MARKER: Z = SEE DESCRIPTION
 TQ0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0650_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0650+STABILITY: SURFACE MOTION
 TQ0650
 TQ0650  HISTORY     - Date     Condition        Report By
 TQ0650  HISTORY     - 1905     MONUMENTED       IBC
 TQ0650  HISTORY     - 1979     GOOD             IBC
 TQ0650
 TQ0650                          STATION DESCRIPTION
 TQ0650
 TQ0650'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (ECB)
 TQ0650'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0650'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0650'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0650'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0650'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0650'MONUMENT.
 TQ0650
 TQ0650                          STATION RECOVERY (1979)
 TQ0650
 TQ0650'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1979 (FXP)
 TQ0650'STATION SEARCHED FOR AND RECOVERED.  VIEWED FROM A HOVERING
 TQ0650'HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0651 ***********************************************************************
 TQ0651  DESIGNATION -  BOUNDARY MONUMENT 99 CD US
 TQ0651  PID         -  TQ0651
 TQ0651  STATE/COUNTY-  WA/OKANOGAN
 TQ0651  USGS QUAD   -  BAUERMAN RIDGE (1969)
 TQ0651
 TQ0651                         *CURRENT SURVEY CONTROL
 TQ0651  ___________________________________________________________________
 TQ0651* NAD 83(1991)-  48 59 57.99585(N)    120 02 14.22969(W)     ADJUSTED  
 TQ0651* NAVD 88     -      1922.     (meters)    6306.     (feet)  SCALED    
 TQ0651  ___________________________________________________________________
 TQ0651  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 TQ0651  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 TQ0651
 TQ0651  HORZ ORDER  -  THIRD
 TQ0651
 TQ0651.The horizontal coordinates were established by classical geodetic methods
 TQ0651.and adjusted by the National Geodetic Survey in December 1991..
 TQ0651
 TQ0651.The orthometric height was scaled from a topographic map.
 TQ0651
 TQ0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0651
 TQ0651.The geoid height was determined by GEOID03.
 TQ0651
 TQ0651;                    North         East     Units Scale Factor Converg.
 TQ0651;SPC WA N     -   222,618.848   558,251.370   MT  1.00006095   +0 35 33.6
 TQ0651;SPC WA N     -   730,375.34  1,831,529.70   sFT  1.00006095   +0 35 33.6
 TQ0651;UTM  10      - 5,431,623.813   716,689.436   MT  1.00017686   +2 14 12.6
 TQ0651;UTM  11      - 5,431,839.509   277,857.152   MT  1.00020626   -2 17 35.5
 TQ0651
 TQ0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0651!SPC WA N     -   0.99970147  x   1.00006095  =   0.99976240
 TQ0651!UTM  10      -   0.99970147  x   1.00017686  =   0.99987828
 TQ0651!UTM  11      -   0.99970147  x   1.00020626  =   0.99990767
 TQ0651
 TQ0651:                Primary Azimuth Mark                     Grid Az
 TQ0651:SPC WA N     -  BOUNDARY MONUMENT 102 CD US              089 12 22.5
 TQ0651:UTM  10      -  BOUNDARY MONUMENT 102 CD US              087 33 43.5
 TQ0651:UTM  11      -  BOUNDARY MONUMENT 102 CD US              092 05 31.6
 TQ0651
 TQ0651|---------------------------------------------------------------------|
 TQ0651| PID    Reference Object                     Distance      Geod. Az  |
 TQ0651|                                                           dddmmss.s |
 TQ0651| TP1261 BOUNDARY MONUMENT 102 CD US         APPROX. 4.2 KM 0894756.1 |
 TQ0651|---------------------------------------------------------------------|
 TQ0651
 TQ0651                          SUPERSEDED SURVEY CONTROL
 TQ0651
 TQ0651  NAD 83(1986)-  48 59 57.99150(N)    120 02 14.22538(W) AD(       ) 3
 TQ0651
 TQ0651.Superseded values are not recommended for survey control.
 TQ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0651.See file dsdata.txt to determine how the superseded data were derived.
 TQ0651
 TQ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGV1668931624(NAD 83)
 TQ0651_MARKER: Z = SEE DESCRIPTION
 TQ0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0651_SP_SET: METAL SHAFT IN CONCRETE BASE
 TQ0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0651+STABILITY: SURFACE MOTION
 TQ0651
 TQ0651  HISTORY     - Date     Condition        Report By
 TQ0651  HISTORY     - 1905     MONUMENTED       IBC
 TQ0651  HISTORY     - 1979     GOOD             IBC
 TQ0651
 TQ0651                          STATION DESCRIPTION
 TQ0651
 TQ0651'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (ECB)
 TQ0651'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TQ0651'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TQ0651'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TQ0651'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TQ0651'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TQ0651'MONUMENT.
 TQ0651
 TQ0651                          STATION RECOVERY (1979)
 TQ0651
 TQ0651'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1979 (FXP)
 TQ0651'STATION SEARCHED FOR AND RECOVERED.  VIEWED FROM A HOVERING
 TQ0651'HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1586 ***********************************************************************
 RZ1586  DESIGNATION -  BOUNDARY MONUMENT NEAR OFFSET
 RZ1586  PID         -  RZ1586
 RZ1586  STATE/COUNTY-  WA/WHITMAN
 RZ1586  USGS QUAD   -  CLARKSTON (1971)
 RZ1586
 RZ1586                         *CURRENT SURVEY CONTROL
 RZ1586  ___________________________________________________________________
 RZ1586* NAD 83(1991)-  46 25 51.60858(N)    117 02 23.15258(W)     ADJUSTED  
 RZ1586* NAVD 88     -       230.8    (meters)     757.     (feet)  VERTCON   
 RZ1586  ___________________________________________________________________
 RZ1586  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 RZ1586  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 RZ1586
 RZ1586  HORZ ORDER  -  SECOND
 RZ1586
 RZ1586.The horizontal coordinates were established by classical geodetic methods
 RZ1586.and adjusted by the National Geodetic Survey in December 1991..
 RZ1586
 RZ1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1586
 RZ1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1586
 RZ1586.The geoid height was determined by GEOID03.
 RZ1586
 RZ1586;                    North         East     Units Scale Factor Converg.
 RZ1586;SPC WA S     -   127,837.466   765,845.399   MT  0.99991820   +2 30 48.6
 RZ1586;SPC WA S     -   419,413.42  2,512,611.11   sFT  0.99991820   +2 30 48.6
 RZ1586;SPC ID W     -   530,153.822   700,876.173   MT  1.00005407   -0 56 04.4
 RZ1586;UTM  11      - 5,141,937.394   496,944.929   MT  0.99960011   -0 01 43.7
 RZ1586
 RZ1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1586!SPC WA S     -   0.99996669  x   0.99991820  =   0.99988490
 RZ1586!SPC ID W     -   0.99996669  x   1.00005407  =   1.00002076
 RZ1586!UTM  11      -   0.99996669  x   0.99960011  =   0.99956682
 RZ1586
 RZ1586                          SUPERSEDED SURVEY CONTROL
 RZ1586
 RZ1586  NAD 83(1991)-  46 25 51.60859(N)    117 02 23.15258(W) AD(       ) 2
 RZ1586  NAD 83(1986)-  46 25 51.61613(N)    117 02 23.14615(W) AD(       ) 2
 RZ1586  NAD 27      -  46 25 52.03030(N)    117 02 19.57684(W) AD(       ) 2
 RZ1586  NGVD 29 (07/19/86)  229.8    (m)          754.     (f) VERT ANG       
 RZ1586
 RZ1586.Superseded values are not recommended for survey control.
 RZ1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1586.See file dsdata.txt to determine how the superseded data were derived.
 RZ1586
 RZ1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM9694541937(NAD 83)
 RZ1586_MARKER: X = CHISELED CROSS
 RZ1586_SETTING: 0 = UNSPECIFIED SETTING
 RZ1586
 RZ1586  HISTORY     - Date     Condition        Report By
 RZ1586  HISTORY     - 1873     MONUMENTED       CGS
 RZ1586  HISTORY     - 1945     GOOD             CGS
 RZ1586  HISTORY     - 1971     GOOD             NGS
 RZ1586  HISTORY     - 1974     GOOD             NGS
 RZ1586  HISTORY     - 20060913 GOOD             GEOCAC
 RZ1586
 RZ1586                          STATION DESCRIPTION
 RZ1586
 RZ1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1873
 RZ1586'THE BOUNDARY MONUMENT IS A SHAFT OF ROCK WHICH EXTENDS TO A
 RZ1586'HEIGHT OF 5 FEET ABOVE THE SURROUNDING GROUND LEVEL AND IS SURROUNDED
 RZ1586'WITH A CAIRN ABOUT 3 FEET HIGH WITH A 9 FOOT BASE.  ON THE S FACE OF
 RZ1586'THE SHAFT IS CHISELED LAT 46 25 57.96, ON THE N FACE 1873, ON THE E
 RZ1586'FACE I T, ON THE W FACE W T.  THE SIDE DIMENSIONS OF THE SHAFT ARE
 RZ1586'ABOUT 10 BY 12 INCHES.  A CROSS WAS CHISELED IN THE TOP OF THE SHAFT.
 RZ1586
 RZ1586                          STATION RECOVERY (1945)
 RZ1586
 RZ1586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 RZ1586'THE STATION IS ABOUT 0.3 MILE NORTHWEST OF THE CONFLUENCE OF THE
 RZ1586'SNAKE AND CLEARWATER RIVERS, ON THE BLUFF OVERLOOKING THE RIVER
 RZ1586'TO THE SOUTH, AND UNDER A STEEL ELECTRICAL TRANSMISSION LINE TOWER.
 RZ1586'
 RZ1586'TO REACH FROM THE NORTH END OF THE BRIDGE OVER THE CLEARWATER
 RZ1586'RIVER, IN THE NORTHEASTERN PART OF LEWISTON, IDAHO, GO NORTH ON
 RZ1586'U.S. HIGHWAY 12 FOR 0.3 MILE, KEEP LEFT ON U.S. HIGHWAY 95
 RZ1586'(TOWARD MOSCOW), FOR 0.9 MILE TO A GRAVEL SIDE ROAD LEFT, AFTER
 RZ1586'STARTING UP THE LONG GRADE, TURN LEFT AND GO WESTERLY ON THE
 RZ1586'GRAVEL ROAD FOR 1.15 MILES TO A RAILROAD TRACK, CROSS TRACK AND
 RZ1586'CONTINUE WESTERLY 0.2 MILE TO THE STEEL POWER TOWER ON THE
 RZ1586'RIGHT AND THE STATION IN THE CENTER OF THE BASE OF THE TOWER.
 RZ1586'THE BOUNDARY MARKER IS A ROCK POST WHICH PROJECTS ABOUT 1-1/2
 RZ1586'FEET ABOVE THE 3-FOOT HIGH PILE OF ROCKS WHICH SURROUND THE
 RZ1586'POST.  A CROSS HAS BEEN CUT ON THE TOP OF THE POST.  THE MONUMENT
 RZ1586'IS 108.3 FEET EAST-NORTHEAST OF THE STATION AND SURROUNDED BY
 RZ1586'BRUSH.
 RZ1586
 RZ1586                          STATION RECOVERY (1971)
 RZ1586
 RZ1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RZ1586'RECOVERED.
 RZ1586
 RZ1586                          STATION RECOVERY (1974)
 RZ1586
 RZ1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 RZ1586'RECOVERED.
 RZ1586
 RZ1586                          STATION RECOVERY (2006)
 RZ1586
 RZ1586'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RZ1586'THE STATION IS NO LONGER ACCESSIBLE ON THE PREVIOUSLY DESCRIBED TRACK
 RZ1586'ROAD.  ACCESS IS ON FOOT FROM IDAHO STATE HIGHWAY 128 ABOUT 80 FEET
 RZ1586'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1543 ***********************************************************************
 RZ1543  DESIGNATION -  BOUNDARY POST 36
 RZ1543  PID         -  RZ1543
 RZ1543  STATE/COUNTY-  WA/WHITMAN
 RZ1543  USGS QUAD   -  PALOUSE (1975)
 RZ1543
 RZ1543                         *CURRENT SURVEY CONTROL
 RZ1543  ___________________________________________________________________
 RZ1543* NAD 83(1991)-  46 56 46.55783(N)    117 02 22.54920(W)     ADJUSTED  
 RZ1543* NAVD 88     -       825.9    (meters)    2710.     (feet)  VERTCON   
 RZ1543  ___________________________________________________________________
 RZ1543  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 RZ1543  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 RZ1543
 RZ1543  HORZ ORDER  -  SECOND
 RZ1543
 RZ1543.The horizontal coordinates were established by classical geodetic methods
 RZ1543.and adjusted by the National Geodetic Survey in December 1991..
 RZ1543
 RZ1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1543
 RZ1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1543
 RZ1543.The geoid height was determined by GEOID03.
 RZ1543
 RZ1543;                    North         East     Units Scale Factor Converg.
 RZ1543;SPC WA S     -   185,057.483   763,346.382   MT  0.99993445   +2 30 49.0
 RZ1543;SPC WA S     -   607,142.76  2,504,412.25   sFT  0.99993445   +2 30 49.0
 RZ1543;UTM  11      - 5,199,193.642   496,986.599   MT  0.99960011   -0 01 44.2
 RZ1543
 RZ1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1543!SPC WA S     -   0.99987345  x   0.99993445  =   0.99980791
 RZ1543!UTM  11      -   0.99987345  x   0.99960011  =   0.99947361
 RZ1543
 RZ1543|---------------------------------------------------------------------|
 RZ1543| PID    Reference Object                     Distance      Geod. Az  |
 RZ1543|                                                           dddmmss.s |
 RZ1543| CF4566 BOUNDARY POST 36 RM                  11.125 METERS 18114     |
 RZ1543| RZ1544 KAMIAK                              APPROX.13.5 KM 2261418.2 |
 RZ1543|---------------------------------------------------------------------|
 RZ1543
 RZ1543                          SUPERSEDED SURVEY CONTROL
 RZ1543
 RZ1543  NAD 83(1986)-  46 56 46.56369(N)    117 02 22.54176(W) AD(       ) 2
 RZ1543  NAD 27      -  46 56 46.95300(N)    117 02 18.94400(W) AD(       ) 2
 RZ1543  NGVD 29 (07/19/86)  824.8    (m)         2706.     (f) VERT ANG       
 RZ1543
 RZ1543.Superseded values are not recommended for survey control.
 RZ1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1543.See file dsdata.txt to determine how the superseded data were derived.
 RZ1543
 RZ1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM9698799194(NAD 83)
 RZ1543_MARKER: I = METAL ROD
 RZ1543_SETTING: 0 = UNSPECIFIED SETTING
 RZ1543
 RZ1543  HISTORY     - Date     Condition        Report By
 RZ1543  HISTORY     - 1933     MONUMENTED       CGS
 RZ1543  HISTORY     - 1959     GOOD             USGS
 RZ1543
 RZ1543                          STATION DESCRIPTION
 RZ1543
 RZ1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 RZ1543'ON LAND OWNED AND FARMED BY JOHN KAMM WHO LIVES ABOUT 3 MILES,
 RZ1543'AIRLINE, NORTHEAST OF PALOUSE.  STATION MARK IS A 3-INCH PIPE
 RZ1543'PROJECTING ABOUT 3 FEET ABOVE THE SURFACE OF THE GROUND.
 RZ1543'
 RZ1543'TO REACH FROM PALOUSE, GO EAST ON MAIN STREET 0.3 MILE FROM THE
 RZ1543'INTERSECTION OF THE MAIN STREET AND THE HIGHWAY TO A POINT WHERE THE
 RZ1543'STREET CROSSES A RAILROAD TRACK.  CROSS THE TRACK AND TAKE THE LEFT
 RZ1543'FORK, A GRAVEL ROAD, GO 0.2 MILE TO ANOTHER FORK, TAKE LEFT FORK
 RZ1543'AND GO 1.4 MILES TO A ROAD LEADING TO THE LEFT (JOHN KAMMS MAIL BOX
 RZ1543'AT THE CORNER).  HERE TURN LEFT, GO 0.5 MILE TO A LARGE RED BARN
 RZ1543'ON LEFT, LEAVE TRUCK AND CONTINUE ABOUT 1/8 MILE SOUTH ACROSS
 RZ1543'CULTIVATED FIELD TO A CLUMP OF PINE TREES ON THE RIDGE.  THE STATION
 RZ1543'IS ABOUT 50 METERS SOUTHEAST OF THE PINE TREES.
 RZ1543'
 RZ1543'REFERENCE MARK IS SOUTHWEST OF THE STATION, A 2-INCH PIPE PROJECTING
 RZ1543'ABOUT 1 FOOT ABOVE GROUND.
 RZ1543
 RZ1543                          STATION RECOVERY (1959)
 RZ1543
 RZ1543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RZ1543'LOCATED ABOUT 3.0 MI. NE. OF PALOUSE, ABOUT 5.2 MI. NW. OF POTLATCH,
 RZ1543'ABOUT 15.0 MI. NW. OF MOSCOW, ON LAND OWNED BY JACK KENDALL.
 RZ1543'
 RZ1543'TO REACH FROM JUNCTION OF U.S. HIGHWAY 95 AND IDAHO STATE HIGHWAY 6,
 RZ1543'DRIVE W. FOR 4.3 MI. ON STATE HIGHWAY 6 TO THE WASHINGTON-IDAHO STATE
 RZ1543'LINE AND JUNCTION WITH A GRAVEL RD. LEADING N., TAKE RD. LEADING RIGHT
 RZ1543'(N.) FOR 0.4 MI. TO Y-RD., TAKE LEFT FORK (MAIN RD.) FOR 0.9 MI. TO
 RZ1543'RD. JUNCTION (E.), PROCEED ON LEFT (N.) FOR 0.1 MI. TO FARM RD. (W.)
 RZ1543'TO JACK KENDALL RANCH, TAKE FARM RD. FOR 1.0 MI. PASSING THE RANCH.
 RZ1543'(THIS RD. HAS BEEN EXTENDED SINCE THE 1956 DESCRIPTION), A N-S. FENCE
 RZ1543'CROSSING RD. AT LARGE COTTONWOOD TREE.  PACK SE. UP DRAIN TO STATION.
 RZ1543'
 RZ1543'STATION MARK--STANDARD STATE LINE BOUNDARY MONUMENT PROJECTING ABOUT
 RZ1543'2.8 FT. ABOVE THE GROUND.
 RZ1543'
 RZ1543'REFERENCE MARK NO. 1--FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1703 ***********************************************************************
 SC1703  DESIGNATION -  BOUNDARY POST COWLITZ WAHKIAKUM
 SC1703  PID         -  SC1703
 SC1703  STATE/COUNTY-  WA/WAHKIAKUM
 SC1703  USGS QUAD   -  OAK POINT (1985)
 SC1703
 SC1703                         *CURRENT SURVEY CONTROL
 SC1703  ___________________________________________________________________
 SC1703* NAD 83(1991)-  46 10 34.35108(N)    123 12 48.01286(W)     ADJUSTED  
 SC1703* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SC1703  ___________________________________________________________________
 SC1703  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 SC1703  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 SC1703
 SC1703  HORZ ORDER  -  THIRD
 SC1703
 SC1703.The horizontal coordinates were established by classical geodetic methods
 SC1703.and adjusted by the National Geodetic Survey in December 1991..
 SC1703
 SC1703.The orthometric height was scaled from a topographic map.
 SC1703
 SC1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1703
 SC1703.The geoid height was determined by GEOID03.
 SC1703
 SC1703;                    North         East     Units Scale Factor Converg.
 SC1703;SPC WA S     -    97,288.314   290,538.079   MT  0.99993991   -1 58 15.4
 SC1703;SPC WA S     -   319,186.74    953,207.01   sFT  0.99993991   -1 58 15.4
 SC1703;SPC OR N     -   282,399.424 2,290,513.168   MT  1.00004960   -1 55 27.3
 SC1703;SPC OR N     -   926,507.30  7,514,806.98   iFT  1.00004960   -1 55 27.3
 SC1703;UTM  10      - 5,113,647.900   483,533.348   MT  0.99960333   -0 09 14.1
 SC1703
 SC1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1703!SPC WA S     -   1.00000219  x   0.99993991  =   0.99994210
 SC1703!SPC OR N     -   1.00000219  x   1.00004960  =   1.00005179
 SC1703!UTM  10      -   1.00000219  x   0.99960333  =   0.99960552
 SC1703
 SC1703                          SUPERSEDED SURVEY CONTROL
 SC1703
 SC1703  NAD 83(1991)-  46 10 34.35108(N)    123 12 48.01286(W) AD(       ) 3
 SC1703  NAD 83(1986)-  46 10 34.36600(N)    123 12 48.00815(W) AD(       ) 3
 SC1703  NAD 27      -  46 10 34.96560(N)    123 12 43.57712(W) AD(       ) 3
 SC1703
 SC1703.Superseded values are not recommended for survey control.
 SC1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1703.See file dsdata.txt to determine how the superseded data were derived.
 SC1703
 SC1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8353313648(NAD 83)
 SC1703_MARKER: Z = SEE DESCRIPTION
 SC1703_SETTING: 0 = UNSPECIFIED SETTING
 SC1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1703+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2004
 SC1703
 SC1703  HISTORY     - Date     Condition        Report By
 SC1703  HISTORY     - 1950     MONUMENTED       CGS
 SC1703  HISTORY     - 1998     GOOD             USPSQD
 SC1703  HISTORY     - 20041212 GOOD             USPSQD
 SC1703
 SC1703                          STATION DESCRIPTION
 SC1703
 SC1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1703'STATION IS THE SQUARE SIGN MARKING THE BOUNDARY BETWEEN COWLITZ AND
 SC1703'WAHKIAKUM COUNTIES, ABOUT 9 METERS N OF THE CENTER LINE OF U.S.
 SC1703'HIGHWAY 830 AND IN TRUE AZIMUTH OF 79 DEG 10 MIN 03 SEC, AND 122.67
 SC1703'METERS FROM SMELT 1934.
 SC1703
 SC1703                          STATION RECOVERY (1998)
 SC1703
 SC1703'RECOVERY NOTE BY US POWER SQUADRON 1998
 SC1703'RECOVERED IN GOOD CONDITION.
 SC1703
 SC1703                          STATION RECOVERY (2004)
 SC1703
 SC1703'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0851 ***********************************************************************
 TO0851  DESIGNATION -  BOUNDARY WEST BASE
 TO0851  PID         -  TO0851
 TO0851  STATE/COUNTY-  WA/STEVENS
 TO0851  USGS QUAD   -  BOUNDARY (1992)
 TO0851
 TO0851                         *CURRENT SURVEY CONTROL
 TO0851  ___________________________________________________________________
 TO0851* NAD 83(1991)-  48 57 52.77294(N)    117 39 54.70943(W)     ADJUSTED  
 TO0851* NAVD 88     -       406.1    (meters)    1332.     (feet)  VERTCON   
 TO0851  ___________________________________________________________________
 TO0851  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 TO0851  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 TO0851
 TO0851  HORZ ORDER  -  SECOND
 TO0851
 TO0851.The horizontal coordinates were established by classical geodetic methods
 TO0851.and adjusted by the National Geodetic Survey in December 1991..
 TO0851
 TO0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0851
 TO0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0851
 TO0851.The geoid height was determined by GEOID03.
 TO0851
 TO0851;                    North         East     Units Scale Factor Converg.
 TO0851;SPC WA N     -   223,223.697   731,928.661   MT  1.00005174   +2 21 31.5
 TO0851;SPC WA N     -   732,359.75  2,401,335.95   sFT  1.00005174   +2 21 31.5
 TO0851;UTM  11      - 5,423,740.315   451,311.543   MT  0.99962912   -0 30 06.4
 TO0851
 TO0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0851!SPC WA N     -   0.99993898  x   1.00005174  =   0.99999072
 TO0851!UTM  11      -   0.99993898  x   0.99962912  =   0.99956813
 TO0851
 TO0851:                Primary Azimuth Mark                     Grid Az
 TO0851:SPC WA N     -  DRY                                      006 29 00.6
 TO0851:UTM  11      -  DRY                                      009 20 38.5
 TO0851
 TO0851|---------------------------------------------------------------------|
 TO0851| PID    Reference Object                     Distance      Geod. Az  |
 TO0851|                                                           dddmmss.s |
 TO0851| TO0848 DRY                                 APPROX. 1.4 KM 0085032.1 |
 TO0851| CF1152 BOUNDARY WEST BASE RM 1                            31417     |
 TO0851|---------------------------------------------------------------------|
 TO0851
 TO0851                          SUPERSEDED SURVEY CONTROL
 TO0851
 TO0851  NAD 83(1986)-  48 57 52.76711(N)    117 39 54.71353(W) AD(       ) 2
 TO0851  NAD 27      -  48 57 53.09100(N)    117 39 50.80000(W) AD(       ) 2
 TO0851  NGVD 29 (07/19/86)  404.9    (m)         1328.     (f) VERT ANG       
 TO0851
 TO0851.Superseded values are not recommended for survey control.
 TO0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0851.See file dsdata.txt to determine how the superseded data were derived.
 TO0851
 TO0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ5131223740(NAD 83)
 TO0851_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0851
 TO0851  HISTORY     - Date     Condition        Report By
 TO0851  HISTORY     - 1936     MONUMENTED       BOR
 TO0851  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TO0851
 TO0851                          STATION DESCRIPTION
 TO0851
 TO0851'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0851'LOCATED IN THE NW 1/4 SEC. 20, T. 40 N., R. 41 E., 28 FEET TOWARD
 TO0851'THE RIVER FROM SPOKANE AND NORTHERN RAILROAD TRACKS, AT A POINT
 TO0851'1,600 FEET BEYOND MILEPOST 136.
 TO0851'
 TO0851'TO REACH STATION FROM AMES SALES AND SERVICE STATION AT NORTHPORT,
 TO0851'GO NE.  0.2 MILE RIGHT FORK.  0.4 LEFT FORK.  1.85 RIGHT FORK.  2.3
 TO0851'CROSS DEEP CREEK BRIDGE.  2.9 ROAD COMES IN FROM RIGHT.  3.25
 TO0851'LEFT FORK.  5.2 PASS LARGE ORCHARD.  7.95 LEAVE CAR AND WALK TO
 TO0851'RAILROAD TRACKS.  STATION LIES BETWEEN TRACKS AND RIVER.
 TO0851'
 TO0851'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 11A,
 TO0851'RESPECTIVELY.
 TO0851'
 TO0851'HEIGHT OF STAND ABOVE STATION MARK - 2.56 METERS.
 TO0851
 TO0851                          STATION RECOVERY (1947)
 TO0851
 TO0851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TO0851'STATION AND THE REFERENCE MARK WERE RECOVERED AS DESCRIBED BY
 TO0851'THE U.S.B.R. IN 1936.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1570 ***********************************************************************
 RZ1570  DESIGNATION -  BOUNDS
 RZ1570  PID         -  RZ1570
 RZ1570  STATE/COUNTY-  WA/GARFIELD
 RZ1570  USGS QUAD   -  KIRBY (1975)
 RZ1570
 RZ1570                         *CURRENT SURVEY CONTROL
 RZ1570  ___________________________________________________________________
 RZ1570* NAD 83(1991)-  46 34 49.55286(N)    117 24 24.87950(W)     ADJUSTED  
 RZ1570* NAVD 88     -       775.3    (meters)    2544.     (feet)  VERTCON   
 RZ1570  ___________________________________________________________________
 RZ1570  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 RZ1570  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 RZ1570
 RZ1570  HORZ ORDER  -  SECOND
 RZ1570
 RZ1570.The horizontal coordinates were established by classical geodetic methods
 RZ1570.and adjusted by the National Geodetic Survey in December 1991..
 RZ1570
 RZ1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1570
 RZ1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1570
 RZ1570.The geoid height was determined by GEOID03.
 RZ1570
 RZ1570;                    North         East     Units Scale Factor Converg.
 RZ1570;SPC WA S     -   143,262.186   737,002.185   MT  0.99991460   +2 14 48.5
 RZ1570;SPC WA S     -   470,019.36  2,417,981.34   sFT  0.99991460   +2 14 48.5
 RZ1570;UTM  11      - 5,158,621.097   468,823.039   MT  0.99961195   -0 17 44.0
 RZ1570
 RZ1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1570!SPC WA S     -   0.99988147  x   0.99991460  =   0.99979608
 RZ1570!UTM  11      -   0.99988147  x   0.99961195  =   0.99949346
 RZ1570
 RZ1570:                Primary Azimuth Mark                     Grid Az
 RZ1570:SPC WA S     -  BOUNDS AZ MK                             073 27 49.5
 RZ1570:UTM  11      -  BOUNDS AZ MK                             076 00 22.0
 RZ1570
 RZ1570|---------------------------------------------------------------------|
 RZ1570| PID    Reference Object                     Distance      Geod. Az  |
 RZ1570|                                                           dddmmss.s |
 RZ1570| CF4567 BOUNDS AZ MK                                       0754238.0 |
 RZ1570| CF4568 BOUNDS RM 1                          13.580 METERS 08014     |
 RZ1570| CF4569 BOUNDS RM 2                          22.147 METERS 24408     |
 RZ1570|---------------------------------------------------------------------|
 RZ1570
 RZ1570                          SUPERSEDED SURVEY CONTROL
 RZ1570
 RZ1570  NAD 83(1991)-  46 34 49.55187(N)    117 24 24.87455(W) AD(       ) 2
 RZ1570  NAD 83(1986)-  46 34 49.56008(N)    117 24 24.87266(W) AD(       ) 2
 RZ1570  NAD 27      -  46 34 49.99500(N)    117 24 21.23600(W) AD(       ) 2
 RZ1570  NGVD 29 (07/19/86)  774.2    (m)         2540.     (f) VERT ANG       
 RZ1570
 RZ1570.Superseded values are not recommended for survey control.
 RZ1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1570.See file dsdata.txt to determine how the superseded data were derived.
 RZ1570
 RZ1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM6882358621(NAD 83)
 RZ1570_MARKER: DS = TRIANGULATION STATION DISK
 RZ1570_SETTING: 0 = UNSPECIFIED SETTING
 RZ1570
 RZ1570  HISTORY     - Date     Condition        Report By
 RZ1570  HISTORY     - 1946     MONUMENTED       CGS
 RZ1570
 RZ1570                          STATION DESCRIPTION
 RZ1570
 RZ1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RZ1570'STATION IS LOCATED 4.5 MILES (AIR LINE) SE OF MAYVIEW, 11 MILES
 RZ1570'(AIR LINE) NE FROM POMEROY, AND 2.65 MILES (AIR LINE) W OF THE
 RZ1570'SNAKE RIVER.  IT IS SITUATED 7.5 FEET S OF AN E-W FENCE LINE, 16
 RZ1570'FEET N OF THE APPROXIMATE CENTER OF THE BOUNDS ROAD, AND 219
 RZ1570'FEET E OF THE T-INTERSECTION OF THE FENCE LINES AND A GATE.
 RZ1570'
 RZ1570'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  DISK
 RZ1570'IS STAMPED BOUNDS 1945 AND PROJECTS 3 INCHES.  UNDERGROUND MARK
 RZ1570'IS A BRONZE STATION DISK SET IN CONCRETE.
 RZ1570'
 RZ1570'REFERENCE MARK 1 IS E OF THE STATION, 1 FOOT S OF AN E-W FENCE
 RZ1570'LINE, AND 22 FEET N OF THE APPROXIMATE CENTER OF THE ROAD.  IT
 RZ1570'IS A BRONZE REFERENCE DISK SET IN CONCRETE.  DISK IS STAMPED
 RZ1570'BOUNDS NO 1 1945 AND IT PROJECTS 2 INCHES.
 RZ1570'
 RZ1570'REFERENCE MARK 2 IS SW OF THE STATION, 1 FOOT N OF AN E-W
 RZ1570'FENCE LINE, AND 18 FEET S OF THE APPROXIMATE CENTER OF THE
 RZ1570'ROAD.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE.  DISK IS
 RZ1570'STAMPED BOUNDS NO 2 1945 AND IT PROJECTS 3 INCHES.
 RZ1570'
 RZ1570'AZIMUTH MARK IS 0.3 MILE BY ROAD ENE OF THE STATION.  IT IS
 RZ1570'SITUATED IN AN E-W FENCE LINE, 18 FEET NW OF THE APPROXIMATE
 RZ1570'CENTER OF THE ROAD, AND 10 FEET ABOVE IT.  IT IS A BRONZE
 RZ1570'AZIMUTH DISK SET IN CONCRETE.  DISK IS STAMPED BOUNDS 1945 AND
 RZ1570'IT PROJECTS 4 INCHES.  TO REACH FROM THE STATION, FOLLOW THE
 RZ1570'BOUNDS ROAD NE FOR 0.3 MILE TO THE MARK ON THE LEFT AS
 RZ1570'DESCRIBED.
 RZ1570'
 RZ1570'TO REACH THE STATION FROM THE POST OFFICE IN POMEROY, GO E ON
 RZ1570'U.S. HIGHWAY 410 FOR 5.8 MILES TO A FORKS AND A SIGN KIRBY-MAYVIEW,
 RZ1570'TAKE THE LEFT FORK AND GO 2.9 MILES TO THREE FORKS.  TAKE THE
 RZ1570'EXTREME LEFT FORK AND GO 0.9 MILE TO ANOTHER FORK, TAKE THE LEFT
 RZ1570'FORK AND GO 8.4 MILES TO THE BOUNDS ROAD RIGHT, TURN RIGHT AND
 RZ1570'GO 0.85 MILE TO THE TOP OF THE GRADE AND THE STATION AS
 RZ1570'DESCRIBED.
 RZ1570'
 RZ1570'HEIGHT OF LIGHT ABOVE STATION MARK 10.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0664 ***********************************************************************
 SA0664  CBN         -  This is a Cooperative Base Network Control Station.
 SA0664  DESIGNATION -  BOW
 SA0664  PID         -  SA0664
 SA0664  STATE/COUNTY-  WA/WALLA WALLA
 SA0664  USGS QUAD   -  LOWER MONUMENTAL DAM (1970)
 SA0664
 SA0664                         *CURRENT SURVEY CONTROL
 SA0664  ___________________________________________________________________
 SA0664* NAD 83(1998)-  46 33 04.78703(N)    118 32 24.52134(W)     ADJUSTED  
 SA0664* NAVD 88     -       247.832  (meters)     813.10   (feet)  ADJUSTED  
 SA0664  ___________________________________________________________________
 SA0664  X           -  -2,099,430.454 (meters)                     COMP
 SA0664  Y           -  -3,860,217.470 (meters)                     COMP
 SA0664  Z           -   4,607,770.841 (meters)                     COMP
 SA0664  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 SA0664  ELLIP HEIGHT-         226.75  (meters)          (07/03/01) GPS OBS
 SA0664  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SA0664  DYNAMIC HT  -         247.833 (meters)     813.10  (feet)  COMP
 SA0664  MODELED GRAV-     980,614.5   (mgal)                       NAVD 88
 SA0664
 SA0664  HORZ ORDER  -  B
 SA0664  VERT ORDER  -  SECOND    CLASS 0
 SA0664  ELLP ORDER  -  FIFTH     CLASS I
 SA0664
 SA0664.The horizontal coordinates were established by GPS observations
 SA0664.and adjusted by the National Geodetic Survey in July 2001..
 SA0664.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA0664.DATUM ITEM on the data sheet items page.
 SA0664
 SA0664.The orthometric height was determined by differential leveling
 SA0664.and adjusted by the National Geodetic Survey in June 1991..
 SA0664
 SA0664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA0664
 SA0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA0664
 SA0664.The ellipsoidal height was determined by GPS observations
 SA0664.and is referenced to NAD 83.
 SA0664
 SA0664.The geoid height was determined by GEOID03.
 SA0664
 SA0664.The dynamic height is computed by dividing the NAVD 88
 SA0664.geopotential number by the normal gravity value computed on the
 SA0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0664.degrees latitude (g = 980.6199 gals.).
 SA0664
 SA0664.The modeled gravity was interpolated from observed gravity values.
 SA0664
 SA0664;                    North         East     Units Scale Factor Converg.
 SA0664;SPC WA S     -   137,246.963   650,273.657   MT  0.99991477   +1 25 25.1
 SA0664;SPC WA S     -   450,284.41  2,133,439.49   sFT  0.99991477   +1 25 25.1
 SA0664;UTM  11      - 5,156,459.144   381,933.789   MT  0.99977134   -1 07 05.7
 SA0664
 SA0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA0664!SPC WA S     -   0.99996446  x   0.99991477  =   0.99987923
 SA0664!UTM  11      -   0.99996446  x   0.99977134  =   0.99973580
 SA0664
 SA0664:                Primary Azimuth Mark                     Grid Az
 SA0664:SPC WA S     -  FARRINGTON                               235 42 50.8
 SA0664:UTM  11      -  FARRINGTON                               238 15 21.6
 SA0664
 SA0664|---------------------------------------------------------------------|
 SA0664| PID    Reference Object                     Distance      Geod. Az  |
 SA0664|                                                           dddmmss.s |
 SA0664| SA0626 FARRINGTON                          APPROX. 3.0 KM 2370815.9 |
 SA0664|---------------------------------------------------------------------|
 SA0664
 SA0664                          SUPERSEDED SURVEY CONTROL
 SA0664
 SA0664  NAD 83(1991)-  46 33 04.78559(N)    118 32 24.52118(W) AD(       ) B
 SA0664  ELLIP H (05/29/91)  226.84   (m)                       GP(       ) 4 1
 SA0664  NAD 83(1986)-  46 33 04.79393(N)    118 32 24.50892(W) AD(       ) 2
 SA0664  NAD 27      -  46 33 05.29130(N)    118 32 20.55100(W) AD(       ) 2
 SA0664  NGVD 29 (??/??/92)  246.818  (m)          809.77   (f) ADJ UNCH    2 0
 SA0664
 SA0664.Superseded values are not recommended for survey control.
 SA0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0664.See file dsdata.txt to determine how the superseded data were derived.
 SA0664
 SA0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM8193456459(NAD 83)
 SA0664_MARKER: DD = SURVEY DISK
 SA0664_SETTING: 66 = SET IN ROCK OUTCROP
 SA0664_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SA0664_STAMPING: BOW 1957
 SA0664_MARK LOGO: USE   
 SA0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0664+STABILITY: POSITION/ELEVATION WELL
 SA0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA0664+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1990
 SA0664
 SA0664  HISTORY     - Date     Condition        Report By
 SA0664  HISTORY     - 1957     MONUMENTED       DOD
 SA0664  HISTORY     - 1961     GOOD             NGS
 SA0664  HISTORY     - 1962     GOOD             USE
 SA0664  HISTORY     - 19891116 GOOD             NGS
 SA0664  HISTORY     - 19901203 GOOD
 SA0664
 SA0664                          STATION DESCRIPTION
 SA0664
 SA0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0664'6.35 MI NE FROM SCOTT.
 SA0664'4.75 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE GRAIN
 SA0664'ELEVATOR AT SCOTT, THENCE 0.25 MILES SOUTHEAST ALONG A DIM TRACK ROAD,
 SA0664'THENCE 0.8 MILE SOUTHWEST ALONG THE LOWER MONUMENTAL DAM ACCESS ROAD,
 SA0664'THENCE 0.35 MILES NORTHEAST ALONG A DIM TRACK ROAD, THENCE 0.2 MILE
 SA0664'NORTHWEST ACROSS COUNTRY TO EDGE OF CLIFF, ABOUT 0.35 MILE AIRLINE
 SA0664'SOUTH-SOUTHEAST OF BENCH MARK LO-1 (USE), 15 FEET SOUTHEAST OF THE
 SA0664'NORTHWEST EDGE OF THE CLIFF, 10 FEET NORTHWEST OF A WITNESS POST, AND
 SA0664'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 SA0664'GROUND.
 SA0664
 SA0664                          STATION RECOVERY (1962)
 SA0664
 SA0664'RECOVERY NOTE BY US ENGINEERS 1962 (NES)
 SA0664'THE STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF CLYDE, ABOUT 1
 SA0664'MILE EAST OF THE LOWER MONUMENTAL DAM SITE, ON THE EDGE OF A HIGH
 SA0664'CLIFF OVERLOOKING THE DAM.
 SA0664'
 SA0664'TO REACH FROM THE VIEWPOINT THAT IS SOUTHEAST OF THE EAST END OF
 SA0664'THE LOWER MONUMENTAL DAM, GO SOUTHEAST UPHILL ON PAVED ROAD FOR 0.7
 SA0664'MILE TO A GATE AND TRACK ROAD ON THE LEFT.  TURN LEFT AND PASS
 SA0664'THROUGH THE GATE AND GO NORTH ON TRACK ROAD FOR 0.4 MILE, THEN TURN
 SA0664'LEFT AND GO WEST ACROSS COUNTRY FOR 0.15 MILE TO THE EDGE OF THE
 SA0664'CLIFF AND THE STATION.
 SA0664'
 SA0664'THE STATION MARK IS A STANDARD U.S. ARMY CORPS OF ENGINEERS BENCH
 SA0664'MARK, STAMPED BOW 1957, CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS
 SA0664'FLUSH WITH THE GROUND.  IT IS 24.6 FEET NORTHWEST OF A WITNESS POST,
 SA0664'AND 15 FEET SOUTH OF THE NORTH EDGE OF A CLIFF.
 SA0664
 SA0664                          STATION RECOVERY (1989)
 SA0664
 SA0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SA0664'THE STATIONN IS LOCATED ABOUT 38.6 KM (24.0 MI) SOUTHWEST OF HOOPER,
 SA0664'35,4 KM EAST OF MESA, 33.8 KM (21.0 MI) NORTH-NORTHWEST OF PRESCOTT
 SA0664'AND AT THE LOWER MONUMENTAL DAM OPERATED BY THE US ARMY CORPS OF
 SA0664'ENGINEERS.  THE ROAD ACROSS THE DAM IS CLOSED AT NIGHT THERFORE TWO
 SA0664'ROUTES TO REACH THE STATION FOLLOW.
 SA0664'TO REACH FROM THE JUNCTION OF STATE ROUTE 21 AND 260 IN KAHLOTUS, GO
 SA0664'EAST ON STATE ROUTE 260 FOR 0.48 KM (0.30 MI) TO A SIDE ROAD RIGHT
 SA0664'AND SIGN, WINDUST.  TURN RIGHT AND GO SOUTH ON THE SURFACED ROAD FOR
 SA0664'1.13 KM (0.70 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE
 SA0664'SOUTHERLY 8.53 KM (5.30 MI) TO A SIGN, LOWER MONUMENTAL DAM.  TURN
 SA0664'LEFT AND GO SOUTHEAST, CROSSING THE DAM, FOR 1.29 KM (0.80 MI) TO THE
 SA0664'SOUTH END OF THE DAM.  TURN RIGHT AND GO WESTERLY UPHILL ON THE
 SA0664'SURFACED ROAD FOR 2.25 KM (1.40 MI) TO THE TOP OF THE HILL AND A
 SA0664'CROSS ROAD.  TURN LEFT AND GO NORTHERLY ON THE GRAVELED ROAD FOR 0.16
 SA0664'KM (0.10 MI) TO THE SOUTH END OF A RUNWAY.  CONTINUE NORTHERLY ALONG
 SA0664'THE WEST SIDE OF THE RUNWAY FOR 0.16 KM (0.10 MI) TO A NO TRESPASSING
 SA0664'SIGN.  TURN LEFT AND GO WESTERLY ACROSS COUNTRY FOR 0.32 KM
 SA0664'(0.20 MI) TO THE STATION BETWEEN THE FIRST TWO POWER TOWERS.
 SA0664'TO REACH FROM THE JUNCTION OF STATE ROUTES 124 AND 125 ABOUT 1 MILE
 SA0664'WEST OF PRESCOTT, GO WEST ON STATE ROUTE 124 FOR 11.59 KM (7.20 MI)
 SA0664'TO A SIDE ROAD RIGHT AND SIGN CLYDE.  TURN RIGHT AND GO NORTHWEST ON
 SA0664'THE SURFACED ROAD FOR 0.16 KM (0.10 MI) TO A FORK.  TAKE THE RIGHT
 SA0664'FORK AND GO NORTH ON AYRES ROAD FOR 15.13 KM (9.40 MI) TO A CROSS
 SA0664'ROAD.  TURN LEFT AND GO WEST ON THE SURFACED ROAD FOR 0.97 KM
 SA0664'(0.60 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE
 SA0664'SURFACED ROAD FOR 2.90 KM (1.80 MI) TO A SIDE ROAD RIGHT. TURN RIGHT
 SA0664'AND GO WEST ON THE SURFACED ROAD FOR 2.41 KM (1.50 MI) TO A FORK.
 SA0664'TAKE THE RIGHT FORK AND GO NORTHERLY ON THE SURFACED ROAD FOR 6.44 KM
 SA0664'(4.00 MI) TO A FORK.  TAKE THE LEFT FORK AS PER SIGN LOWER MONUMENTAL
 SA0664'DAM, FOR 4.67 KM (2.90 MI) TO A FORK.  TAKE THE RIGHT FORK AND
 SA0664'CONTINUE NORTHERLY ON THE SURFACED ROAD FOR 9.33 KM (5.80 MI) TO A
 SA0664'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ALONG THE WEST SIDE OF
 SA0664'THE RUNWAY FOR 0.16 KM (0.10 MI) TO A -NO TRESPASSING- SIGN.  TURN
 SA0664'LEFT AND GO WESTERLY ACROSS COUNTRY FOR -.32 KMTO THE STATION BETWEEN
 SA0664'THE FIRST TWO POWER TOWERS.
 SA0664'THE MARK IS SET IN A DRILL HOLE IN BEDROCK. IT IS 7.5 M (24.6 FT)
 SA0664'NORTHWEST OF A WITNESS POST AND 4.6 M (15.1 FT) SOUTHEAST OF THE
 SA0664'NORTHWEST EDGE OF THE CLIFF.
 SA0664
 SA0664                          STATION RECOVERY (1990)
 SA0664
 SA0664'RECOVERED 1990
 SA0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3525 ***********************************************************************
 RD3525  DESIGNATION -  BOW
 RD3525  PID         -  RD3525
 RD3525  STATE/COUNTY-  WA/CLARK
 RD3525  USGS QUAD   -  SAUVIE ISLAND (1990)
 RD3525
 RD3525                         *CURRENT SURVEY CONTROL
 RD3525  ___________________________________________________________________
 RD3525* NAD 83(1991)-  45 42 29.71521(N)    122 45 36.79643(W)     ADJUSTED  
 RD3525* NAVD 88     -                                                        
 RD3525  ___________________________________________________________________
 RD3525  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 RD3525  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 RD3525
 RD3525  HORZ ORDER  -  THIRD
 RD3525
 RD3525.The horizontal coordinates were established by classical geodetic methods
 RD3525.and adjusted by the National Geodetic Survey in December 1991..
 RD3525
 RD3525
 RD3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3525
 RD3525.The geoid height was determined by GEOID03.
 RD3525
 RD3525;                    North         East     Units Scale Factor Converg.
 RD3525;SPC WA S     -    44,194.657   324,016.581   MT  1.00003070   -1 38 30.5
 RD3525;SPC WA S     -   144,995.30  1,063,044.40   sFT  1.00003070   -1 38 30.5
 RD3525;SPC OR N     -   229,330.311 2,324,031.606   MT  0.99993891   -1 36 10.5
 RD3525;SPC OR N     -   752,396.03  7,624,775.61   iFT  0.99993891   -1 36 10.5
 RD3525;UTM  10      - 5,061,661.321   518,663.962   MT  0.99960428   +0 10 17.9
 RD3525
 RD3525                          SUPERSEDED SURVEY CONTROL
 RD3525
 RD3525  NAD 83(1991)-  45 42 29.71521(N)    122 45 36.79643(W) AD(       ) 4
 RD3525  NAD 83(1986)-  45 42 29.73477(N)    122 45 36.79641(W) AD(       ) 4
 RD3525  NAD 27      -  45 42 30.31300(N)    122 45 32.43700(W) AD(       ) 3
 RD3525
 RD3525.Superseded values are not recommended for survey control.
 RD3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3525.See file dsdata.txt to determine how the superseded data were derived.
 RD3525
 RD3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1866461661(NAD 83)
 RD3525
 RD3525  HISTORY     - Date     Condition        Report By
 RD3525  HISTORY     - 1937     FIRST OBSERVED   USE
 RD3525  HISTORY     - 1951     GOOD             CGS
 RD3525
 RD3525                          STATION DESCRIPTION
 RD3525
 RD3525'DESCRIBED BY US ENGINEERS 1937 (RWK)
 RD3525'STATION IS DIRECTLY ACROSS THE RIVER FROM REEDER POINT, IN A SLIGHT
 RD3525'BIGHT.
 RD3525'
 RD3525'STATION IS THE BOW, OR SE END, OF BEACHED HULK.
 RD3525
 RD3525                          STATION RECOVERY (1951)
 RD3525
 RD3525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3525'STATION IS 3-1/2 MILES N OF THE MOUTH OF THE WILLAMETTE RIVER, AT THE
 RD3525'E BANK OF THE COLUMBIA, ON A MARSHY, FLAT AREA.  IT IS THE CENTER OF
 RD3525'WHAT IS LEFT OF THE STEM OF AN OLD WRECKED VESSEL.  ALL THE STEM
 RD3525'BUT A PIECE OF HARDWOOD 14 INCHES THROUGH HAS BEEN BURNED.  A
 RD3525'NUMBER OF 1-1/4-INCH BOLTS 3 FEET LONG EXTEND THROUGH THE WOOD.  IT
 RD3525'STANDS APPROXIMATELY 20 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2381 ***********************************************************************
 SY2381  DESIGNATION -  BOW
 SY2381  PID         -  SY2381
 SY2381  STATE/COUNTY-  WA/KING
 SY2381  USGS QUAD   -  DES MOINES (1995)
 SY2381
 SY2381                         *CURRENT SURVEY CONTROL
 SY2381  ___________________________________________________________________
 SY2381* NAD 83(1991)-  47 26 42.29878(N)    122 16 50.08838(W)     ADJUSTED  
 SY2381* NAVD 88     -       147.8    (meters)     485.     (feet)  VERTCON   
 SY2381  ___________________________________________________________________
 SY2381  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 SY2381  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SY2381
 SY2381  HORZ ORDER  -  SECOND
 SY2381
 SY2381.The horizontal coordinates were established by classical geodetic methods
 SY2381.and adjusted by the National Geodetic Survey in December 1991..
 SY2381
 SY2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2381
 SY2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2381
 SY2381.The geoid height was determined by GEOID03.
 SY2381
 SY2381;                    North         East     Units Scale Factor Converg.
 SY2381;SPC WA N     -    50,511.796   390,850.875   MT  1.00001070   -1 04 39.0
 SY2381;SPC WA N     -   165,720.78  1,282,316.58   sFT  1.00001070   -1 04 39.0
 SY2381;UTM  10      - 5,254,877.339   554,238.336   MT  0.99963615   +0 31 47.9
 SY2381
 SY2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2381!SPC WA N     -   0.99998043  x   1.00001070  =   0.99999113
 SY2381!UTM  10      -   0.99998043  x   0.99963615  =   0.99961659
 SY2381
 SY2381:                Primary Azimuth Mark                     Grid Az
 SY2381:SPC WA N     -  RNG SEATTLE RADIO SEA                    022 06 22.3
 SY2381:UTM  10      -  RNG SEATTLE RADIO SEA                    020 29 55.4
 SY2381
 SY2381|---------------------------------------------------------------------|
 SY2381| PID    Reference Object                     Distance      Geod. Az  |
 SY2381|                                                           dddmmss.s |
 SY2381| SY2358 RNG SEATTLE RADIO SEA               APPROX. 5.8 KM 0210143.3 |
 SY2381| SY2096 RENTON RADIO STATION KLAN MAST      APPROX. 8.0 KM 0464058.3 |
 SY2381| SY2404 BOW 1955 RM 1                        39.522 METERS 05958     |
 SY2381| CE3380 BOW AZ MK                                          0862819.4 |
 SY2381| SY2357 BRISCOE                             APPROX. 1.8 KM 1621220.4 |
 SY2381| SY2350 AIRPORT BCN SEATAC APT              APPROX. 1.7 KM 2642949.5 |
 SY2381| SY4468 SEATTLE BEVERLY PARK MUN TANK       APPROX. 8.0 KM 3300336.3 |
 SY2381| CE3381 BOW RM 2                             20.636 METERS 33811     |
 SY2381|---------------------------------------------------------------------|
 SY2381
 SY2381                          SUPERSEDED SURVEY CONTROL
 SY2381
 SY2381  NAD 83(1986)-  47 26 42.29231(N)    122 16 50.09774(W) AD(       ) 2
 SY2381  NAD 27      -  47 26 42.93431(N)    122 16 45.65658(W) AD(       ) 2
 SY2381  NGVD 29 (07/19/86)  146.7    (m)          481.     (f) VERT ANG       
 SY2381
 SY2381.Superseded values are not recommended for survey control.
 SY2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2381.See file dsdata.txt to determine how the superseded data were derived.
 SY2381
 SY2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5423854877(NAD 83)
 SY2381_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2381
 SY2381  HISTORY     - Date     Condition        Report By
 SY2381  HISTORY     - 1955     MONUMENTED       CGS
 SY2381  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY2381  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SY2381  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2381  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY2381  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY2381  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY2381  HISTORY     - 1984     GOOD             USPSQD
 SY2381  HISTORY     - 1988     GOOD             USPSQD
 SY2381
 SY2381                          STATION DESCRIPTION
 SY2381
 SY2381'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2381'THE STATION IS LOCATED ON THE HIGHEST GROUND IN THE IMMEDIATE
 SY2381'VICINITY, ABOUT 1-1/2 MILES NORTHEAST OF BOW LAKE, 0.7 MILE EAST
 SY2381'OF THE SEATTLE-TACOMA INTERNATIONAL AIRPORT, 0.25 MILE WEST OF
 SY2381'MILITARY ROAD, 0.05 MILE EAST OF 42ND. AVENUE SOUTH AND JUST SOUTH
 SY2381'OF SOUTH 176TH. STREET.  IT IS ACROSS THE STREET FROM THE
 SY2381'B.H. WOOD RESIDENCE, 53.0 FEET SOUTHEAST OF A MAIL BOX AND 43.0
 SY2381'FEET SOUTH OF THE CENTER OF SOUTH 176TH. STREET.  IT IS SET
 SY2381'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BOW
 SY2381'1955.
 SY2381'
 SY2381'REFERENCE MARK NO. 1 IS ACROSS THE STREET FROM THE STATION, 27.0
 SY2381'FEET SOUTH-SOUTHEAST OF A LARGE PONDEROSA PINE TREE, 21.0 FEET
 SY2381'NORTH OF THE CENTER OF SOUTH 176TH. STREET, 13.0 FEET WEST OF THE
 SY2381'CENTER OF A DRIVEWAY AND 3.0 FEET WEST OF A POWERLINE POLE.  IT
 SY2381'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 SY2381'STAMPED BOW NO 1 1955.
 SY2381'
 SY2381'REFERENCE MARK NO. 2 IS ACROSS THE STREET FROM THE STATION, 29.0
 SY2381'FEET EAST OF THE CENTER OF A DRIVEWAY, 19.0 FEET NORTH OF THE
 SY2381'CENTER OF SOUTH 176TH. STREET AND 1.0 FOOT SOUTH OF A POWERLINE
 SY2381'POLE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 SY2381'IS STAMPED BOW NO 2 1955.
 SY2381'
 SY2381'THE AZIMUTH MARK IS ABOUT 0.05 MILE WEST OF MILITARY ROAD, 23.0
 SY2381'FEET NORTH OF THE CENTER OF SOUTH 176TH. STREET AND 3.0 FEET
 SY2381'NORTH-NORTHWEST OF A POWERLINE AND TELEPHONE POLE WHICH SUPPORTS
 SY2381'A LARGE TRANSFORMER.  IT IS SET FLUSH WITH THE SURFACE OF THE
 SY2381'GROUND AND THE DISK IS STAMPED BOW 1955.
 SY2381'
 SY2381'TO REACH THE STATION FROM THE TRAFFIC SIGNAL AT THE ENTRANCE TO THE
 SY2381'SEATTLE-TACOMA INTERNATIONAL AIRPORT ON U.S. HIGHWAY NO. 99, GO
 SY2381'NORTH ON U.S. HIGHWAY NO. 99 FOR 0.1 MILE TO SOUTH 176TH. STREET
 SY2381'ON THE RIGHT.  HERE TURN RIGHT AND GO EAST ON SOUTH 176TH. STREET
 SY2381'FOR 0.7 MILE TO THE B.H. WOOD MAIL BOX ON THE RIGHT AND THE
 SY2381'STATION AS DESCRIBED.
 SY2381'
 SY2381'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON SOUTH
 SY2381'176TH. STREET FOR 0.2 MILE TO A LARGE POWERLINE AND TELEPHONE POLE
 SY2381'ON THE LEFT AND THE MARK AS DESCRIBED.
 SY2381'
 SY2381'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 SY2381
 SY2381                          STATION RECOVERY (1956)
 SY2381
 SY2381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FGJ)
 SY2381'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED, IN
 SY2381'GOOD CONDITION.  THE STATION MARK IS NOW FLUSH WITH THE GROUND
 SY2381'SURFACE.
 SY2381
 SY2381                          STATION RECOVERY (1958)
 SY2381
 SY2381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SY2381'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 SY2381'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 SY2381'CONDITION.
 SY2381'
 SY2381'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 SY2381
 SY2381                          STATION RECOVERY (1963)
 SY2381
 SY2381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2381'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AS
 SY2381'DESCRIBED, EXCEPT THE POWER LINE POLES HAVE BEEN MOVED AND THE
 SY2381'STATION MARK IS INSIDE THE FENCE AT THE BOW LAKE STANDPIPE.  THE
 SY2381'AZIMUTH MARK WAS NOT FOUND.  THE STATION MARK IS 3 INCHES BELOW
 SY2381'THE GROUND.  IT IS 12 FEET SOUTHWEST OF THE WEST GATE POST IN
 SY2381'THE FENCE AROUND THE STANDPIPE, 8 FEET SOUTH OF THE FENCE, AND
 SY2381'4 FEET WEST OF A CATCH TO HOLD THE GATE OPEN.  REFERENCE MARK
 SY2381'NO. 1 IS 32-1/2 FEET EAST OF A POWER POLE, 4.5 FEET NORTH OF A
 SY2381'CROSSWALK SIGN AND 2 FEET SOUTH OF THE LINE OF POWER POLES.  IT
 SY2381'IS FLUSH WITH THE GROUND AND GRASS HAS NOT COVERED THE MARK.
 SY2381'REFERENCE MARK NO. 2 IS 2 INCHES BELOW THE SURFACE OF THE
 SY2381'GROUND, 46.8 FEET WEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 SY2381'DRIVEWAY AT 4218 SO. 176TH ST., AND 7.3 FEET SOUTH OF THE
 SY2381'BOARD FENCE AT 4210 SO. 176TH ST.
 SY2381
 SY2381                          STATION RECOVERY (1964)
 SY2381
 SY2381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWB)
 SY2381'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 SY2381'AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE FOUND, IT IS
 SY2381'ASSUMED DESTROYED.  THE PREVIOUS DESCRIPTIONS ARE ADEQUATE FOR
 SY2381'RECOVERY.
 SY2381
 SY2381                          STATION RECOVERY (1968)
 SY2381
 SY2381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY2381'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 SY2381'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AFTER A 30 MINUTE
 SY2381'SEARCH.
 SY2381'
 SY2381'THE STATION IS LOCATED IN THE SOUTH SECTION OF THE CITY OF
 SY2381'SEATTLE, ON THE HIGHEST GROUND IN THE IMMEDIATE VICINITY, ABOUT
 SY2381'1 MILE EAST OF THE SEATTLE-TACOMA AIRPORT AND ABOUT 1 MILE NORTH
 SY2381'OF BOW (ANGLE) LAKE, ABOUT 225 FEET EAST OF THE CENTERLINE
 SY2381'INTERSECTIONS OF 42ND AVENUE SOUTH AND SOUTH 176TH STREET, AND
 SY2381'INSIDE THE FENCED ENCLOSURE, SURROUNDING THE STAND PIPE OF KING
 SY2381'COUNTY WATER DISTRICT NO. 75.
 SY2381'
 SY2381'THE STATION IS A STANDARD DISK SET IN CONCRETE 2 INCHES BELOW THE
 SY2381'SURFACE OF THE GROUND, 96 FEET NORTH-NORTHWEST OF A LARGE
 SY2381'STANDPIPE, 67 FEET EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE
 SY2381'FENCE, 43 FEET SOUTH OF THE CENTERLINE OF 176TH STREET, 12.3 FEET
 SY2381'SOUTHWEST OF THE WEST GATE POST OF THE FENCE, 7.9 FEET SOUTH OF
 SY2381'THE WOVEN WIRE FENCE, AND 4.2 FEET WEST-SOUTHWEST OF A GATE STOP.
 SY2381'
 SY2381'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOW NO 1 1955 SET
 SY2381'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, PROJECTING 1
 SY2381'INCH ABOVE THE SURFACE OF THE GROUND.  32.5 FEET EAST OF THE WOODEN
 SY2381'POWER POLE AT THE SOUTHEAST CORNER OF THE LOT AT 4218 SOUTH 176TH
 SY2381'STREET, 29 FEET SOUTH-SOUTHEAST OF A 24 INCH, STUNTED HEMLOCK
 SY2381'TREE, 22.5 FEET NORTH OF THE CENTERLINE OF 176TH STREET AND 13
 SY2381'FEET WEST OF THE CENTERLINE OF THE DRIVEWAY TO THE RESIDENCE OF
 SY2381'4226 176TH STREET.
 SY2381'
 SY2381'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOW NO 2 1955 SET IN
 SY2381'A CONCRETE MONUMENT 1 INCH BELOW THE SURFACE OF THE GROUND.  36
 SY2381'FEET EAST OF THE CENTERLINE OF THE DRIVEWAY TO 4210 SOUTH 176TH
 SY2381'STREET, 25.6 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER FENCE
 SY2381'OF 4210 SOUTH 176TH STREET, 20 FEET NORTH OF THE CENTERLINE OF
 SY2381'176TH STREET AND 7.4 FEET SOUTH OF A BOARD FENCE.
 SY2381'
 SY2381'(NOTE--THE FENCED ENCLOSURE AROUND THE STATION IS LOCKED.  A KEY
 SY2381'IS OBTAINABLE AT THE OFFICE OF THE KING COUNTY WATER DISTRICT
 SY2381'NO. 75 AT 19863 28TH AVENUE, SOUTH.)
 SY2381'
 SY2381'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2381'AT SEATTLE.
 SY2381
 SY2381                          STATION RECOVERY (1972)
 SY2381
 SY2381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CRL)
 SY2381'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 SY2381'GOOD CONDITION.
 SY2381'
 SY2381'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2381'1 MILE E OF SEA-TAC INTERNATIONAL AIR PORT.
 SY2381
 SY2381                          STATION RECOVERY (1984)
 SY2381
 SY2381'RECOVERY NOTE BY US POWER SQUADRON 1984 (GCS)
 SY2381'BOW 1955 RECOVERED GOOD.
 SY2381'
 SY2381'STATION AND RMS 1 AND 2 RECOVERED AS DESCRIBED, ALL IN GOOD
 SY2381'CONDITION.
 SY2381
 SY2381                          STATION RECOVERY (1988)
 SY2381
 SY2381'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1547 ***********************************************************************
 SX1547  SACS        -  This is a Secondary Airport Control Station.
 SX1547  DESIGNATION -  BOWERS
 SX1547  PID         -  SX1547
 SX1547  STATE/COUNTY-  WA/KITTITAS
 SX1547  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX1547
 SX1547                         *CURRENT SURVEY CONTROL
 SX1547  ___________________________________________________________________
 SX1547* NAD 83(1998)-  47 01 51.11380(N)    120 31 14.92870(W)     ADJUSTED  
 SX1547* NAVD 88     -       533.46   (meters)    1750.2    (feet)  GPS OBS   
 SX1547  ___________________________________________________________________
 SX1547  X           -  -2,211,960.404 (meters)                     COMP
 SX1547  Y           -  -3,752,046.183 (meters)                     COMP
 SX1547  Z           -   4,644,479.833 (meters)                     COMP
 SX1547  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 SX1547  ELLIP HEIGHT-         513.29  (meters)          (07/02/01) GPS OBS
 SX1547  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 SX1547
 SX1547  HORZ ORDER  -  FIRST
 SX1547  ELLP ORDER  -  THIRD     CLASS II
 SX1547
 SX1547.This mark is at Bowers Field Airport (ELN)
 SX1547
 SX1547.The horizontal coordinates were established by GPS observations
 SX1547.and adjusted by the National Geodetic Survey in July 2001..
 SX1547.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1547.DATUM ITEM on the data sheet items page.
 SX1547
 SX1547.The orthometric height was determined by GPS observations and a
 SX1547.high-resolution geoid model.
 SX1547
 SX1547.GPS derived orthometric heights for airport stations designated as
 SX1547.PACS or SACS are published to 2 decimal places.  This maintains
 SX1547.centimeter relative accuracy between the PACS and SACS.  It does
 SX1547.not indicate centimeter accuracy relative to other marks which are
 SX1547.part of the NAVD 88 network.
 SX1547
 SX1547.Photographs are available for this station.
 SX1547
 SX1547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1547
 SX1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1547
 SX1547.The ellipsoidal height was determined by GPS observations
 SX1547.and is referenced to NAD 83.
 SX1547
 SX1547.The geoid height was determined by GEOID03.
 SX1547
 SX1547;                    North         East     Units Scale Factor Converg.
 SX1547;SPC WA S     -   188,684.473   498,418.005   MT  0.99994485   -0 00 54.4
 SX1547;SPC WA S     -   619,042.31  1,635,226.40   sFT  0.99994485   -0 00 54.4
 SX1547;UTM  10      - 5,211,576.956   688,368.915   MT  1.00003612   +1 48 52.6
 SX1547
 SX1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1547!SPC WA S     -   0.99991955  x   0.99994485  =   0.99986440
 SX1547!UTM  10      -   0.99991955  x   1.00003612  =   0.99995567
 SX1547
 SX1547:                Primary Azimuth Mark                     Grid Az
 SX1547:SPC WA S     -  BOWERS AZ MK                             291 03 43.4
 SX1547:UTM  10      -  BOWERS AZ MK                             289 13 56.4
 SX1547
 SX1547|---------------------------------------------------------------------|
 SX1547| PID    Reference Object                     Distance      Geod. Az  |
 SX1547|                                                           dddmmss.s |
 SX1547| SX1548 BOWERS AZ MK                        APPROX. 0.9 KM 2910249.0 |
 SX1547|---------------------------------------------------------------------|
 SX1547
 SX1547                          SUPERSEDED SURVEY CONTROL
 SX1547
 SX1547  NAD 83(1998)-  47 01 51.11345(N)    120 31 14.92995(W) AD(       ) 1
 SX1547  ELLIP H (07/23/97)  513.32   (m)                       GP(       ) 3 1
 SX1547  NAD 83(1991)-  47 01 51.11247(N)    120 31 14.92845(W) AD(       ) 1
 SX1547  ELLIP H (06/21/95)  513.42   (m)                       GP(       ) 4 2
 SX1547  NAD 83(1991)-  47 01 51.11228(N)    120 31 14.92749(W) AD(       ) 1
 SX1547  ELLIP H (12/09/91)  513.34   (m)                       GP(       ) 4 1
 SX1547  NAD 83(1986)-  47 01 51.11499(N)    120 31 14.90960(W) AD(       ) 1
 SX1547  NGVD 29 (07/12/88)  532.4    (m)         1747.     (f) GPS OBS        
 SX1547
 SX1547.Superseded values are not recommended for survey control.
 SX1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1547.See file dsdata.txt to determine how the superseded data were derived.
 SX1547
 SX1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8836911577(NAD 83)
 SX1547_MARKER: DH = HORIZONTAL CONTROL DISK
 SX1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX1547_STAMPING: BOWERS
 SX1547_MARK LOGO: NGS   
 SX1547_PROJECTION: FLUSH
 SX1547_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1547+STABILITY: SURFACE MOTION
 SX1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1547+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 SX1547
 SX1547  HISTORY     - Date     Condition        Report By
 SX1547  HISTORY     - 1986     MONUMENTED       NGS
 SX1547  HISTORY     - 19920615 GOOD             NGS
 SX1547  HISTORY     - 19931212 GOOD             MSI
 SX1547  HISTORY     - 19960802 GOOD             CHANCE
 SX1547  HISTORY     - 19970828 GOOD             NGS
 SX1547  HISTORY     - 20031010 GOOD             NGS
 SX1547
 SX1547                          STATION DESCRIPTION
 SX1547
 SX1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 SX1547'AT THE NORTHEAST EDGE OF THE CITY OF ELLENSBURG AT BOWERS FIELD NEAR
 SX1547'THE INTERSECTION OF RUNWAYS 25 AND 29.  THE AIRPORT IS CONTROLLED
 SX1547'KITTITAS COUNTY
 SX1547'
 SX1547'TO REACH THE STATION FROM THE COUNTY COURT HOUSE AT THE
 SX1547'INTERSECTION OF FIFTH AVENUE AND MAIN STREET IN ELLENSBURG GO NORTH
 SX1547'ON MAIN STREET FOR 0.32 KM (0.2 MI) TO A CROSSROAD.  CONTINUE NORTH
 SX1547'ON  A  STREET FOR 0.80 KM (0.5 MI) TO A T-INTERSECTION.  TURN RIGHT
 SX1547'AND GO EAST ON FOURTEENTH AVENUE FOR 0.32 KM (0.2 MI) TO A
 SX1547'CROSSROAD.  TURN LEFT AND GO GO NORTH ON D STREET FOR 0.48 KM
 SX1547'(0.3 MI) TO A T-INTERSECTION.  TURN RIGHT AND GO EAST ON EIGHTEENTH
 SX1547'AVENUE FOR 0.32 KM (0.2 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH
 SX1547'ON WALNUT STREET FOR 2.09 KM (1.3 MI) TO A SIDE ROAD RIGHT.  TURN
 SX1547'RIGHT ON BOWERS ROAD FOR 0.48 KM (0.3 MI) TO A SIDE ROAD LEFT.  TURN
 SX1547'LEFT NAD GO NORTH ON PIPER ROAD FOR 0.08 KM (0.05 MI) TO A GATE.
 SX1547'PERMISSION TO PROCEED MUST BE OBTAINED FROM MID STATES AVIATION ON
 SX1547'THE RIGHT.  PASS THROUGH THE GATE AND TURN RIGHT EASTERLY ALONG THE
 SX1547'TAXI WAY FOR 0.80 KM (0.5 MI) TO THE END OF THE TAXIWAY.  CONTINUE
 SX1547'EASTERLY CROSSING RUNWAY 29 FOR 0.16 KM (0.1 MI) TO THE STATION ON
 SX1547'THE RIGHT  BETWEEN THE TWO RUNWAY EXTENSIONS.
 SX1547'
 SX1547'THE STATION MARK IS A STANDARD NGS DISK STAMPED---BOWERS 1986---SET
 SX1547'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 36 CM (14 INCHES) IN
 SX1547'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 80.0 M
 SX1547'(262.5 FT) SOUTH OF THE SIGN AT RUNWAY 25, 61.0 M (200 FT)
 SX1547'EAST-NORTHEAST OF THE SIGN AT RUNWAY 29, 30.0 M (98.4 FT) EAST OF
 SX1547'EAST OF THE TAXIWAY BETWEEN THE TWO RUNWAY S AND 1.1 M (3.6 FT)
 SX1547'NORTH OF A WITNESS POST.
 SX1547'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---
 SX1547'---BOWERS 1986---SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 SX1547'THAT IS 0.85 M (2.8 FT) BELOW THE GROUND SURFACE.
 SX1547'
 SX1547'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 SX1547'
 SX1547'DESCRIBED BY DA WEGENAST.
 SX1547
 SX1547                          STATION RECOVERY (1992)
 SX1547
 SX1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 SX1547'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE AIRPORT NEAR
 SX1547'RUNWAY ENDS 25 AND 29.  IT IS 434.0 FT (132.3 M) EAST OF CL END RWY 29
 SX1547'(NW EDGE OF 20 FT (6.1 M) PAINT LINE, MARKED WITH A PK N AND NOS W)
 SX1547'383.8 FT (117.0 M) SSE OF CL END RWY 25 (WEST EDGE OF 20 FT (6.1 M)
 SX1547'PAINT LINE, MARKED WITH A PK N AND NOS W) , 97.9 FT (29.8 M) SOUTHEAST
 SX1547'OF THE CENTERLINE OF THE CONNECTING TAXIWAY, AND 4 FT (1.2 M) WEST OF
 SX1547'A FIBERGLASS WITNESS POST.  IT IS AN NGS HORIZONTAL CONTROL DISK
 SX1547'STAMPED BOWERS 1986 AND SET IN THE TOP OF A TWELVE INCH CONCRETE POST
 SX1547'FLUSH WITH THE GROUND.  NOTE, GPS POSITION BY NGS (PID, SX1547)
 SX1547'ELEVATION BY AIRPORT PARTY.
 SX1547
 SX1547                          STATION RECOVERY (1993)
 SX1547
 SX1547'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SX1547'RECOVERED AS DESCRIBED. ADDITIONAL TIES INCLUDE - 3.6 FT (1.1 M) NORTH
 SX1547'OF CARSONITE WITNESS POST, 200.0 FT (61.0 M) EAST-NORTHEAST OF SIGN AT
 SX1547'RUNWAY 29, AND 262.5 FT (80.0 M) SOUTH OF SIGN AT RUNWAY 25.
 SX1547
 SX1547                          STATION RECOVERY (1996)
 SX1547
 SX1547'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SX1547'THE STATION LOCATED 28 MILES (45.1 KM) NORTH OF YAKIMA, 22 MILES (35.4
 SX1547'KM) SOUTHEAST OF CLE ELUM, IN NORTHEAST ELLENSBURG, AT BOWERS FIELD,
 SX1547'ELLENSBURG, MARLA PARSEL - PUBLIC WORKS ADMINISTRATOR, 509-962-7523
 SX1547'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 90 AND CANYON
 SX1547'ROAD SOUTH OF ELLENSBURG, PROCEED NORTH ON CANYON ROAD 2.25 MILES
 SX1547'(3.62 KM) TO A T INTERSECTION WITH 14TH AVENUE, TURN RIGHT AND PROCEED
 SX1547'EAST ALONG 14TH AVE 0.25 MILES (0.40 KM) TO D STREET, TURN LEFT AND
 SX1547'PROCEED NORTH ON D STREET 0.3 MILES (0.5 KM) TO 18TH AVE, TURN RIGHT
 SX1547'AND PROCEED EAST 0.15 MILES (0.24 KM) TO WALNUT STREET, TURN LEFT AND
 SX1547'PROCEED NORTH 1.25 MILES (2.01 KM) ALONG WALNUT ST /AIRPORT ROAD TO A
 SX1547'90 DEGREE TURN TO THE EAST WHERE BOWERS ROAD BEGINS, PROCEED EAST ON
 SX1547'BOWERS RD 0.3 MILES (0.5 KM) TO AN ENTRANCE RD, TURN LEFT AND PROCEED
 SX1547'NORTH 0.1 MILES (0.2 KM) THROUGH ENTRANCE GATE TO A HANGAR ACCESS
 SX1547'ROAD, TURN RIGHT AND PROCEED EAST 0.05 MILES (0.08 KM) TO THE RAMP
 SX1547'AREA, TURN LEFT AND PROCEED NORTH 0.05 MILES (0.08 KM) ON RAMP TO
 SX1547'JUNCTION WITH TAXIWAY A, TURN RIGHT AND PROCEED EAST 0.5 MILES (0.8
 SX1547'KM) ON TAXIWAY A TO RUNWAY 11-29, CROSS THE END OF THE RUNWAY ONTO
 SX1547'TAXIWAY E AND CONTINUE 0.05 MILES (0.08 KM) TO THE STATION ON THE
 SX1547'RIGHT  THE STATION IS A STANDARD NGS HORIZONTAL CONTROL MARK DISK SET
 SX1547'IN THE TOP OF A ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 SX1547'THE STATION IS LOCATED 29.9 M (98.1 FT) SOUTHEAST OF THE CENTERLINE OF
 SX1547'TAXIWAY E, 23.55 M (77.26 FT) SOUTHEAST OF A ROUND DRAIN INLET, 42.4 M
 SX1547'(139.1 FT) NORTHEAST OF THE CENTER OF A -HOLD SHORT- INFORMATION SIGN,
 SX1547'1.05 M (3.44 FT) NORTH OF A WITNESS POST, 36.3 M (119.1 FT) WEST OF AN
 SX1547'ABANDONED SQUARE CONCRETE SUPPORT BASE  THE STATION IS DESIGNATED AS A
 SX1547'SECONDARY AIRPORT CONTROL STATION (SACS) - WASHINGTON ANA SURVEYS 1996
 SX1547
 SX1547                          STATION RECOVERY (1997)
 SX1547
 SX1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 SX1547'RECOVERED AS DESCRIBED.
 SX1547
 SX1547                          STATION RECOVERY (2003)
 SX1547
 SX1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (TGW)
 SX1547'RECOVERED AS DESCRIBED.
 SX1547'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1548 ***********************************************************************
 SX1548  PACS        -  This is a Primary Airport Control Station.
 SX1548  DESIGNATION -  BOWERS AZ MK
 SX1548  PID         -  SX1548
 SX1548  STATE/COUNTY-  WA/KITTITAS
 SX1548  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX1548
 SX1548                         *CURRENT SURVEY CONTROL
 SX1548  ___________________________________________________________________
 SX1548* NAD 83(1998)-  47 02 01.94969(N)    120 31 56.12343(W)     ADJUSTED  
 SX1548* NAVD 88     -       531.90   (meters)    1745.1    (feet)  GPS OBS   
 SX1548  ___________________________________________________________________
 SX1548  X           -  -2,212,584.774 (meters)                     COMP
 SX1548  Y           -  -3,751,392.514 (meters)                     COMP
 SX1548  Z           -   4,644,706.798 (meters)                     COMP
 SX1548  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 SX1548  ELLIP HEIGHT-         511.75  (meters)          (07/02/01) GPS OBS
 SX1548  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 SX1548
 SX1548  HORZ ORDER  -  B
 SX1548  ELLP ORDER  -  THIRD     CLASS II
 SX1548
 SX1548.This mark is at Bowers Field Airport (ELN)
 SX1548
 SX1548.The horizontal coordinates were established by GPS observations
 SX1548.and adjusted by the National Geodetic Survey in July 2001..
 SX1548.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1548.DATUM ITEM on the data sheet items page.
 SX1548
 SX1548.The orthometric height was determined by GPS observations and a
 SX1548.high-resolution geoid model.
 SX1548
 SX1548.GPS derived orthometric heights for airport stations designated as
 SX1548.PACS or SACS are published to 2 decimal places.  This maintains
 SX1548.centimeter relative accuracy between the PACS and SACS.  It does
 SX1548.not indicate centimeter accuracy relative to other marks which are
 SX1548.part of the NAVD 88 network.
 SX1548
 SX1548.Photographs are available for this station.
 SX1548
 SX1548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1548
 SX1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1548
 SX1548.The ellipsoidal height was determined by GPS observations
 SX1548.and is referenced to NAD 83.
 SX1548
 SX1548.The geoid height was determined by GEOID03.
 SX1548
 SX1548;                    North         East     Units Scale Factor Converg.
 SX1548;SPC WA S     -   189,019.370   497,548.384   MT  0.99994526   -0 01 24.4
 SX1548;SPC WA S     -   620,141.05  1,632,373.32   sFT  0.99994526   -0 01 24.4
 SX1548;UTM  10      - 5,211,883.943   687,488.966   MT  1.00003205   +1 48 22.7
 SX1548
 SX1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1548!SPC WA S     -   0.99991979  x   0.99994526  =   0.99986505
 SX1548!UTM  10      -   0.99991979  x   1.00003205  =   0.99995184
 SX1548
 SX1548:                Primary Azimuth Mark                     Grid Az
 SX1548:SPC WA S     -  BOWERS                                   111 03 43.2
 SX1548:UTM  10      -  BOWERS                                   109 13 56.1
 SX1548
 SX1548|---------------------------------------------------------------------|
 SX1548| PID    Reference Object                     Distance      Geod. Az  |
 SX1548|                                                           dddmmss.s |
 SX1548| SX1547 BOWERS                              APPROX. 0.9 KM 1110218.8 |
 SX1548|---------------------------------------------------------------------|
 SX1548
 SX1548                          SUPERSEDED SURVEY CONTROL
 SX1548
 SX1548  NAD 83(1998)-  47 02 01.94934(N)    120 31 56.12468(W) AD(       ) B
 SX1548  ELLIP H (07/23/97)  511.78   (m)                       GP(       ) 3 1
 SX1548  NAD 83(1991)-  47 02 01.94840(N)    120 31 56.12209(W) AD(       ) 1
 SX1548  ELLIP H (12/09/91)  511.80   (m)                       GP(       ) 4 1
 SX1548  NAD 83(1986)-  47 02 01.95101(N)    120 31 56.10461(W) AD(       ) 1
 SX1548  NGVD 29 (07/12/88)  530.9    (m)         1742.     (f) GPS OBS        
 SX1548
 SX1548.Superseded values are not recommended for survey control.
 SX1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1548.See file dsdata.txt to determine how the superseded data were derived.
 SX1548
 SX1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8748911884(NAD 83)
 SX1548_MARKER: DZ = AZIMUTH MARK DISK
 SX1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX1548_STAMPING: BOWERS 1986
 SX1548_MARK LOGO: NGS   
 SX1548_PROJECTION: FLUSH
 SX1548_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1548+STABILITY: SURFACE MOTION
 SX1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1548+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 SX1548
 SX1548  HISTORY     - Date     Condition        Report By
 SX1548  HISTORY     - 1986     MONUMENTED       NGS
 SX1548  HISTORY     - 19920615 GOOD             NGS
 SX1548  HISTORY     - 19960802 GOOD             CHANCE
 SX1548  HISTORY     - 19970828 GOOD             NGS
 SX1548  HISTORY     - 20031010 GOOD             NGS
 SX1548
 SX1548                          STATION DESCRIPTION
 SX1548
 SX1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 SX1548'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF THE CITY OF
 SX1548'ELLENSBURG AT BOWERS FIELD AT THE WEST EDGE OF THE TAXIWAY NEAR THE
 SX1548'WIND SOCK.  THE PROPERTY IS CONTROLLED BY KITTITAS COUNTY.
 SX1548'
 SX1548'TO REACH THE STATION FROM THE COURTHOUSE IN ELLENSBURG AT THE CORNER
 SX1548'OF FIFTH AVENUE AND MAIN STREET GO NORTH ON MAIN STREET FOR 0.32 KM
 SX1548'(0.2 MI) TO A CROSSROAD.  CONTINUE NORTH ON A STREET FOR 0.80 KM
 SX1548'(0.5 MI) TO A T-INTERSECTION.  TURN RIGHT AND GO EAST ON FOURTEENTH
 SX1548'STREET FOR 0.32 KM (0.2 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH
 SX1548'ON D STREET FOR 0.48 KM (0.3 MI) TO A T-INTERSECTION.  TURN RIGHT
 SX1548'AND GO EAST ON EIGHTEENTH AVENUE FOR 0.32 KM (0.2 MI) TO A
 SX1548'CROSSROAD.  TURN LEFT AND GO NORTH ON WALNUT STREET FOR FOR 2.09 KM
 SX1548'(1.3 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON BOWERS
 SX1548'ROAD FOR 0.48 KM (0.3 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 SX1548'NORTH ON PIPER ROAD FOR 0.08 KM (0.05 MI) TO A GATE.  PERMISSION
 SX1548'TO PROCEED MUST BE OBTAINED AT MID STATES AVIATION ON THE RIGHT.
 SX1548'PASS THROUGH THE GATE TURN RIGHT AND GO EASTERLY ALONG THE TAXIWAY
 SX1548'FOR 0.80 K (0.5 MI) TO THE END OF THE TAXIWAY.  CONTINUE EASTERLY,
 SX1548'CROSSING RUNWAY 29 FOR 0.16 KM (0.1 MI) TO STATION BOWERS ON THE
 SX1548'RIGHT.  CONTINUE EASTERLY ALONG THE TAXIWAY, CROSSING RUNWAY 25 FOR
 SX1548'0.16 KM (0.1 MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND GO
 SX1548'WESTERLY ALONG THE TAXIWAY FOR 1.77 KM (1.1 MI) TO THE WEST END OF
 SX1548'RUNWAY 25.  TURN LEFT AND GO EASTALONG THE SOUTH SIDE OF THE RUNWAY
 SX1548'FOR 0.97 KM (0.6 MI) TO A TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO
 SX1548'SOUTH ON THE TAXIWAY FOR 0.24 KM (0.15 MI) TO THE STATION ON THE
 SX1548'RIGHT.
 SX1548'
 SX1548'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---
 SX1548'---BOWERS 1986---SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 SX1548'IS 36 CM (14 INCHES) IN DIAMETER AND IS FLUSH WITH THE GROUND
 SX1548'SURFACE.  IT IS 52.0 M (173.9 FT) EAST OF THE NORTH-SOUTH FENCE
 SX1548'LINE, 17 M (55.8 FT) WEST OF THE CENTER OF THE TAXIWAY AND 1.8 M
 SX1548'(5.9 FT) EAST OF A WITNESS POST.
 SX1548'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---
 SX1548'---BOWERS 1986---SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 SX1548'THAT IS 0.91 M (3 FT) BELOW THE GROUND SURFACE.
 SX1548'
 SX1548'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 SX1548'
 SX1548'DESCRIBED BY DA WEGENAST.
 SX1548
 SX1548                          STATION RECOVERY (1992)
 SX1548
 SX1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 SX1548'THE STATION IS LOCATE IN THE CENTER OF THE AIRPORT WEST OF THE N/S
 SX1548'TAXIWAY.  IT IS 201.4 FT (61.4 M) WEST OF ARP 1959, 57.4 FT (17.5 M)
 SX1548'WNW OF THE CL OF THE TAXIWAY, 37.0 FT (11.3 M) NW OF THE CENTER OF A
 SX1548'ROUND STEEL DRAIN IN THE EDGE OF THE TAXIWAY (THIRD DRAIN NORTH OF RWY
 SX1548'7-25) , AND 4 FT (1.2 M) SOUTHEAST OF A FIBERGLASS WITNESS POST. IT IS
 SX1548'AN NGS AZIMUTH MARK DISK STAMPED BOWERS 1986 AND SET IN THE TOP OF A
 SX1548'TWELVE INCH CONCRETE POST FLUSH WITH THE GROUND.  NOTE, GHPS POSITION
 SX1548'BY NGS (PID, SX1548) , ELEVATION BY AIRPORT PARTY.
 SX1548
 SX1548                          STATION RECOVERY (1996)
 SX1548
 SX1548'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SX1548'THE STATION LOCATED 28 MILES (45.1 KM) NORTH OF YAKIMA, 22 MILES (35.4
 SX1548'KM) SOUTHEAST OF CLE ELUM, IN NORTHEAST ELLENSBURG, AT BOWERS FIELD,
 SX1548'ELLENSBURG, MARLA PARSEL - PUBLIC WORKS ADMINISTRATOR, 509-962-7523
 SX1548'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 90 AND CANYON
 SX1548'ROAD SOUTH OF ELLENSBURG, PROCEED NORTH ON CANYON ROAD 2.25 MILES
 SX1548'(3.62 KM) TO A T INTERSECTION WITH 14TH AVENUE, TURN RIGHT AND PROCEED
 SX1548'EAST ALONG 14TH AVE 0.25 MILES (0.40 KM) TO D STREET, TURN LEFT AND
 SX1548'PROCEED NORTH ON D STREET 0.3 MILES (0.5 KM) TO 18TH AVE, TURN RIGHT
 SX1548'AND PROCEED EAST 0.15 MILES (0.24 KM) TO WALNUT STREET, TURN LEFT AND
 SX1548'PROCEED NORTH 1.25 MILES (2.01 KM) ALONG WALNUT ST /AIRPORT ROAD TO A
 SX1548'90 DEGREE TURN TO THE EAST WHERE BOWERS ROAD BEGINS, PROCEED EAST ON
 SX1548'BOWERS RD 0.3 MILES (0.5 KM) TO AN ENTRANCE RD, TURN LEFT AND PROCEED
 SX1548'NORTH 0.1 MILES (0.2 KM) THROUGH ENTRANCE GATE TO A HANGAR ACCESS
 SX1548'ROAD, TURN RIGHT AND PROCEED EAST 0.05 MILES (0.08 KM) TO THE RAMP
 SX1548'AREA, TURN LEFT AND PROCEED NORTH 0.05 MILES (0.08 KM) ON RAMP TO
 SX1548'JUNCTION WITH TAXIWAY A, TURN LEFT AND PROCEED WEST 0.05 MILES (0.08
 SX1548'KM) TO TAXIWAY D, TURN RIGHT AND PROCEED NORTH ON TAXWAY D 0.1 MILES
 SX1548'(0.2 KM) TO RUNWAY 7-25, CROSS RUNWAY 7-25 ONTO TAXIWAY F AND CONTINUE
 SX1548'0.15 MILES (0.24 KM) TO THE STATION ON THE LEFT OPPOSITE THE WEATHER
 SX1548'STATION  THE STATION IS A STANDARD NGS AZIMUTH MARK DISK SET IN THE
 SX1548'TOP OF A ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  THE
 SX1548'STATION IS LOCATED 17.5 M (57.4 FT) WEST OF THE CENTERLINE OF TAXIWATY
 SX1548'F, 1.7 M (5.6 FT) EAST OF A CARSONITE WITNESS POST, 11.3 METERS (37.1
 SX1548'FT) NORTHWEST OF A ROUND DRAIN INLET, 61.4 M (201.4 FT) WEST OF SURVEY
 SX1548'MONUMENT -ARP 1959-, 72.9 M (239.2 FT) WEST OF THE RED AND WHITE
 SX1548'WEATHER TOWER  THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 SX1548'STATION (PACS) - WASHINGTON ANA SURVEYS 1996
 SX1548
 SX1548                          STATION RECOVERY (1997)
 SX1548
 SX1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 SX1548'RECOVERED AS DESCRIBED.
 SX1548
 SX1548                          STATION RECOVERY (2003)
 SX1548
 SX1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (TGW)
 SX1548'RECOVERED AS DESCRIBED.
 SX1548'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2647 ***********************************************************************
 SY2647  DESIGNATION -  BOX
 SY2647  PID         -  SY2647
 SY2647  STATE/COUNTY-  WA/PIERCE
 SY2647  USGS QUAD   -  TACOMA NORTH (1994)
 SY2647
 SY2647                         *CURRENT SURVEY CONTROL
 SY2647  ___________________________________________________________________
 SY2647* NAD 83(1991)-  47 16 09.55855(N)    122 25 17.50998(W)     ADJUSTED  
 SY2647* NAVD 88     -                                                        
 SY2647  ___________________________________________________________________
 SY2647  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 SY2647  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2647
 SY2647  HORZ ORDER  -  THIRD
 SY2647
 SY2647.The horizontal coordinates were established by classical geodetic methods
 SY2647.and adjusted by the National Geodetic Survey in December 1991..
 SY2647
 SY2647
 SY2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2647
 SY2647.The geoid height was determined by GEOID03.
 SY2647
 SY2647;                    North         East     Units Scale Factor Converg.
 SY2647;SPC WA S     -   216,964.499   354,608.489   MT  0.99998598   -1 23 44.9
 SY2647;SPC WA S     -   711,824.36  1,163,411.35   sFT  0.99998598   -1 23 44.9
 SY2647;SPC WA N     -    31,184.274   379,818.795   MT  1.00005101   -1 10 56.8
 SY2647;SPC WA N     -   102,310.41  1,246,122.16   sFT  1.00005101   -1 10 56.8
 SY2647;UTM  10      - 5,235,255.831   543,756.936   MT  0.99962353   +0 25 29.7
 SY2647
 SY2647                          SUPERSEDED SURVEY CONTROL
 SY2647
 SY2647  NAD 83(1986)-  47 16 09.55273(N)    122 25 17.52393(W) AD(       ) 4
 SY2647  NAD 27      -  47 16 10.22000(N)    122 25 13.08300(W) AD(       ) 3
 SY2647
 SY2647.Superseded values are not recommended for survey control.
 SY2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2647.See file dsdata.txt to determine how the superseded data were derived.
 SY2647
 SY2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4375735256(NAD 83)
 SY2647
 SY2647  HISTORY     - Date     Condition        Report By
 SY2647  HISTORY     - 1919     FIRST OBSERVED   CGS
 SY2647  HISTORY     - 1963     MARK NOT FOUND   CGS
 SY2647
 SY2647                          STATION DESCRIPTION
 SY2647
 SY2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2647'THE STATION PLOTS ABOUT 80 YARDS SOUTH OF THE NORTH END OF THE
 SY2647'FILL BETWEEN MILWAUKEE AND SITCUM WATERWAYS.  IT IS BELIEVED BOX
 SY2647'IS AN INTERSECTION STATION SINCE THERE ARE NO LINES SHOWN TO IT
 SY2647'ON TRIANGULATION DIAGRAM 6460, AND IT DOESNT PLOT IN A LIKELY
 SY2647'PLACE FOR A MARKED POINT.  THERE IS A SUPERSTRUCTURE ABOUT 6
 SY2647'STORIES HIGH, ON A FRAME BUILDING VERY NEAR THE PLOTTED
 SY2647'POSITION, AND IT MAY BE THE POINT INTERSECTED, BUT THE
 SY2647'SUPERSTRUCTURE IS ABOUT 50 FEET LONG AND 20 FEET WIDE WITH NO
 SY2647'DEFINITE POINT ON TOP TO INTERSECT.  WITH ALL THE GOOD
 SY2647'INTERSECTION STATIONS IN THE AREA, I WOULD RECOMMEND CONSIDERING
 SY2647'THIS ONE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0960 ***********************************************************************
 TP0960  DESIGNATION -  BOYDS
 TP0960  PID         -  TP0960
 TP0960  STATE/COUNTY-  WA/FERRY
 TP0960  USGS QUAD   -  BOYDS (1992)
 TP0960
 TP0960                         *CURRENT SURVEY CONTROL
 TP0960  ___________________________________________________________________
 TP0960* NAD 83(1991)-  48 43 07.37944(N)    118 08 47.66735(W)     ADJUSTED  
 TP0960* NAVD 88     -       589.0    (meters)    1932.     (feet)  VERTCON   
 TP0960  ___________________________________________________________________
 TP0960  LAPLACE CORR-         -11.93  (seconds)                    DEFLEC99
 TP0960  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 TP0960
 TP0960  HORZ ORDER  -  SECOND
 TP0960
 TP0960.The horizontal coordinates were established by classical geodetic methods
 TP0960.and adjusted by the National Geodetic Survey in December 1991..
 TP0960
 TP0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0960
 TP0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0960
 TP0960.The geoid height was determined by GEOID03.
 TP0960
 TP0960;                    North         East     Units Scale Factor Converg.
 TP0960;SPC WA N     -   194,548.684   697,658.954   MT  0.99999728   +2 00 01.2
 TP0960;SPC WA N     -   638,281.81  2,288,902.75   sFT  0.99999728   +2 00 01.2
 TP0960;UTM  11      - 5,396,821.753   415,666.156   MT  0.99968738   -0 51 42.0
 TP0960
 TP0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0960!SPC WA N     -   0.99991039  x   0.99999728  =   0.99990767
 TP0960!UTM  11      -   0.99991039  x   0.99968738  =   0.99959780
 TP0960
 TP0960:                Primary Azimuth Mark                     Grid Az
 TP0960:SPC WA N     -  KELLEY                                   114 19 10.9
 TP0960:UTM  11      -  KELLEY                                   117 10 54.1
 TP0960
 TP0960|---------------------------------------------------------------------|
 TP0960| PID    Reference Object                     Distance      Geod. Az  |
 TP0960|                                                           dddmmss.s |
 TP0960| TP0949 KELLEY                              APPROX. 4.5 KM 1161912.1 |
 TP0960| CF1153 BOYDS RM 1                           10.817 METERS 35025     |
 TP0960|---------------------------------------------------------------------|
 TP0960
 TP0960                          SUPERSEDED SURVEY CONTROL
 TP0960
 TP0960  NAD 83(1986)-  48 43 07.38082(N)    118 08 47.66525(W) AD(       ) 2
 TP0960  NAD 27      -  48 43 07.72400(N)    118 08 43.69400(W) AD(       ) 2
 TP0960  NGVD 29 (07/19/86)  587.8    (m)         1928.     (f) VERT ANG       
 TP0960
 TP0960.Superseded values are not recommended for survey control.
 TP0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0960.See file dsdata.txt to determine how the superseded data were derived.
 TP0960
 TP0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1566696822(NAD 83)
 TP0960_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0960_SETTING: 66 = SET IN ROCK OUTCROP
 TP0960_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0960
 TP0960  HISTORY     - Date     Condition        Report By
 TP0960  HISTORY     - 1936     MONUMENTED       BOR
 TP0960
 TP0960                          STATION DESCRIPTION
 TP0960
 TP0960'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0960'LOCATED 1,000 FEET E OF 1/4 SEC. 7-8, T. 37 N., R. 37 E. WM, ON
 TP0960'TOP OF FIRST ROCK RIDGE, ABOUT 3/4 MILE W OF BOYDS.  DEEP DRAW
 TP0960'SEPARATES RIDGE FROM RUGGED HILL TO W.  IRRIGATION DITCH ALONG BASE
 TP0960'OF HILL ON WHICH STATION IS LOCATED.  HURST RANCH 1/4 MILE S OF
 TP0960'STATION.
 TP0960'
 TP0960'TO REACH STATION FROM POST OFFICE AT BOYDS, AT 0.0 MILES, CONTINUE
 TP0960'N ON U.S. HIGHWAY 395.  0.15 MILE TURN LEFT OFF HIGHWAY.  0.25
 TP0960'TAKE LEFT FORK.  0.85 TURN LEFT ONTO HURST RANCH ROAD.  1.3 LEAVE
 TP0960'CAR (SEE POINTER) AND PROCEED ON FOOT ACROSS IRRIGATION DITCH, AND
 TP0960'W UP STEEP SLOPE ABOUT 2,000 FEET TO STATION.
 TP0960'
 TP0960'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 TP0960'RESPECTIVELY.
 TP0960'
 TP0960'HEIGHT OF STAND ABOVE STATION MARK 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1588 ***********************************************************************
 TR1588  DESIGNATION -  BOYER USE 1920
 TR1588  PID         -  TR1588
 TR1588  STATE/COUNTY-  WA/ISLAND
 TR1588  USGS QUAD   -  COUPEVILLE (1973)
 TR1588
 TR1588                         *CURRENT SURVEY CONTROL
 TR1588  ___________________________________________________________________
 TR1588* NAD 83(1991)-  48 11 07.82516(N)    122 41 26.10799(W)     ADJUSTED  
 TR1588* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 TR1588  ___________________________________________________________________
 TR1588  LAPLACE CORR-          -8.00  (seconds)                    DEFLEC99
 TR1588  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 TR1588
 TR1588  HORZ ORDER  -  THIRD
 TR1588
 TR1588.The horizontal coordinates were established by classical geodetic methods
 TR1588.and adjusted by the National Geodetic Survey in December 1991..
 TR1588
 TR1588.The orthometric height was scaled from a topographic map.
 TR1588
 TR1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1588
 TR1588.The geoid height was determined by GEOID03.
 TR1588
 TR1588;                    North         East     Units Scale Factor Converg.
 TR1588;SPC WA N     -   133,473.979   361,920.789   MT  0.99994295   -1 22 57.9
 TR1588;SPC WA N     -   437,905.88  1,187,401.79   sFT  0.99994295   -1 22 57.9
 TR1588;UTM  10      - 5,336,965.173   522,998.047   MT  0.99960650   +0 13 50.2
 TR1588
 TR1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1588!SPC WA N     -   0.99999550  x   0.99994295  =   0.99993845
 TR1588!UTM  10      -   0.99999550  x   0.99960650  =   0.99960200
 TR1588
 TR1588:                Primary Azimuth Mark                     Grid Az
 TR1588:SPC WA N     -  C 1 USE 1921                             230 30 19.4
 TR1588:UTM  10      -  C 1 USE 1921                             228 53 31.3
 TR1588
 TR1588|---------------------------------------------------------------------|
 TR1588| PID    Reference Object                     Distance      Geod. Az  |
 TR1588|                                                           dddmmss.s |
 TR1588| TR1630 C 1 USE 1921                        APPROX. 7.7 KM 2290721.5 |
 TR1588|---------------------------------------------------------------------|
 TR1588
 TR1588                          SUPERSEDED SURVEY CONTROL
 TR1588
 TR1588  NAD 83(1986)-  48 11 07.82587(N)    122 41 26.11291(W) AD(       ) 3
 TR1588  NAD 27      -  48 11 08.48000(N)    122 41 21.50300(W) AD(       ) 3
 TR1588
 TR1588.Superseded values are not recommended for survey control.
 TR1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1588.See file dsdata.txt to determine how the superseded data were derived.
 TR1588
 TR1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2299836965(NAD 83)
 TR1588
 TR1588  HISTORY     - Date     Condition        Report By
 TR1588  HISTORY     - 1920     MONUMENTED       USE
 TR1588  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR1588  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1588
 TR1588                          STATION DESCRIPTION
 TR1588
 TR1588'DESCRIBED BY US ENGINEERS 1920
 TR1588'STATION IS LOCATED ON THE FARM OF FREEMAN BOYER IN A CULTIVATED
 TR1588'FIELD ADJOINING THE J.C. ARNOLD FARM, 1/2 MILE N OF FORT CASEY
 TR1588'RESERVATION AND 1/8 MILE S OF ROAD BETWEEN ARNOLD AND HANCOCK
 TR1588'FARMS.
 TR1588'
 TR1588'MARKED WITH STANDARD CONCRETE MONUMENT 18 INCHES BELOW GROUND AND
 TR1588'CEDAR REFERENCE POST ON DIVIDING FENCE LINE.
 TR1588'
 TR1588'ELEVATION 162.25 FEET MEAN LOW WATER.
 TR1588
 TR1588                          STATION RECOVERY (1958)
 TR1588
 TR1588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNH)
 TR1588'A THOROUGH SEARCH WAS MADE BUT NOTHING COULD BE FOUND OF THE
 TR1588'STATION OR THE WITNESS POST.  MANY HOUSES AND BARNS IN THE AREA
 TR1588'HAVE CHANGED.  MAY STILL BE THERE BUT IS BURIED.
 TR1588
 TR1588                          STATION RECOVERY (1960)
 TR1588
 TR1588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1588'STATION NOT RECOVERED.  MR. FREEMAN BOYER AND MR. J.C. ARNOLD ON
 TR1588'WHOSE PROPERTY THE STATION WAS LOCATED, HAVE BOTH MOVED AND THE
 TR1588'PRESENT RESIDENTS KNOW NOTHING OF THE STATION.  NO CEDAR REFERENCE
 TR1588'POST, AS MENTIONED IN THE 1920 NOTE, WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1600 ***********************************************************************
 TR1600  DESIGNATION -  BOZARTH
 TR1600  PID         -  TR1600
 TR1600  STATE/COUNTY-  WA/ISLAND
 TR1600  USGS QUAD   -  COUPEVILLE (1973)
 TR1600
 TR1600                         *CURRENT SURVEY CONTROL
 TR1600  ___________________________________________________________________
 TR1600* NAD 83(1991)-  48 11 49.00748(N)    122 43 07.47158(W)     ADJUSTED  
 TR1600* NAVD 88     -        82.1    (meters)     269.     (feet)  VERTCON   
 TR1600  ___________________________________________________________________
 TR1600  LAPLACE CORR-          -8.43  (seconds)                    DEFLEC99
 TR1600  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 TR1600
 TR1600  HORZ ORDER  -  THIRD
 TR1600
 TR1600.The horizontal coordinates were established by classical geodetic methods
 TR1600.and adjusted by the National Geodetic Survey in December 1991..
 TR1600
 TR1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1600
 TR1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1600
 TR1600.The geoid height was determined by GEOID03.
 TR1600
 TR1600;                    North         East     Units Scale Factor Converg.
 TR1600;SPC WA N     -   134,796.435   359,859.037   MT  0.99994320   -1 24 13.4
 TR1600;SPC WA N     -   442,244.64  1,180,637.52   sFT  0.99994320   -1 24 13.4
 TR1600;UTM  10      - 5,338,228.630   520,900.586   MT  0.99960537   +0 12 34.8
 TR1600
 TR1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1600!SPC WA N     -   0.99999063  x   0.99994320  =   0.99993383
 TR1600!UTM  10      -   0.99999063  x   0.99960537  =   0.99959600
 TR1600
 TR1600:                Primary Azimuth Mark                     Grid Az
 TR1600:SPC WA N     -  POWELL                                   032 26 48.0
 TR1600:UTM  10      -  POWELL                                   030 49 59.8
 TR1600
 TR1600|---------------------------------------------------------------------|
 TR1600| PID    Reference Object                     Distance      Geod. Az  |
 TR1600|                                                           dddmmss.s |
 TR1600| TR0348 POWELL                              APPROX. 2.0 KM 0310234.6 |
 TR1600| CF8956 BOZARTH LARGE BLAZED FIR TREE        53.493 METERS 07105     |
 TR1600| TR1631 POINT WILSON LIGHTHOUSE             APPROX. 6.5 KM 2043313.9 |
 TR1600| CF7629 BOZARTH WM                           17.191 METERS 29910     |
 TR1600| CF7628 BOZARTH RM                            6.011 METERS 34338     |
 TR1600|---------------------------------------------------------------------|
 TR1600
 TR1600                          SUPERSEDED SURVEY CONTROL
 TR1600
 TR1600  NAD 83(1986)-  48 11 49.00834(N)    122 43 07.47728(W) AD(       ) 3
 TR1600  NAD 27      -  48 11 49.66500(N)    122 43 02.86100(W) AD(       ) 3
 TR1600  NGVD 29 (07/19/86)   81.0    (m)          266.     (f) VERT ANG       
 TR1600
 TR1600.Superseded values are not recommended for survey control.
 TR1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1600.See file dsdata.txt to determine how the superseded data were derived.
 TR1600
 TR1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2090138229(NAD 83)
 TR1600
 TR1600  HISTORY     - Date     Condition        Report By
 TR1600  HISTORY     - 1920     MONUMENTED       USE
 TR1600  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR1600  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1600
 TR1600                          STATION DESCRIPTION
 TR1600
 TR1600'DESCRIBED BY US ENGINEERS 1920
 TR1600'STATION IS LOCATED ON THE HIGH RIDGE 50 FEET FROM EDGE OF BLUFF ON
 TR1600'THE N SIDE OF EBEYS PRAIRIE AND S OF PERIGO BLUFF LAGOON.  IT IS
 TR1600'ON THE N END OF OPEN RIDGE AND ABOUT 500 FEET NORTHWESTERLY FROM
 TR1600'CORNER OF CULTIVATED FIELD.  PERIGO DATUM MARK IS NEARLY ON LINE
 TR1600'WITH PORT TOWNSEND.
 TR1600'
 TR1600'MARKED WITH STANDARD CONCRETE MONUMENT, SIGNAL AND CEDAR REFERENCE
 TR1600'POST U.S.E.D.
 TR1600'
 TR1600'ELEVATION ABOUT 260 FEET MEAN LOW WATER.
 TR1600
 TR1600                          STATION RECOVERY (1940)
 TR1600
 TR1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (RWK)
 TR1600'ON THE W SIDE OF WHIDBEY ISLAND, ABOUT 2-1/2 MILES SE OF PARTRIDGE
 TR1600'POINT, ON TOP OF A 260-FOOT BLUFF N OF EBEY PRAIRIE AND S OF
 TR1600'PARIGO BLUFF LAGOON.  IT IS ABOUT 150 METERS NW OF CORNER OF
 TR1600'LARGE CULTIVATED FIELD AND ABOUT 12 METERS FROM EDGE OF BLUFF.
 TR1600'
 TR1600'STATION MARK IS A COPPER BOLT SET IN CENTER OF A 5- BY 5-INCH
 TR1600'CONCRETE POST LETTERED USED.
 TR1600
 TR1600                          STATION RECOVERY (1960)
 TR1600
 TR1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1600'STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THE BLAZED TREE
 TR1600'MENTIONED IN THE 1940 RECOVERY NOTE BY R.W.K. WAS BELIEVED FOUND
 TR1600'BUT REFERENCE MEASUREMENTS FAILED TO UNCOVER THE STATION.  THE
 TR1600'AREA IS ONE OF SHIFTING SAND AND THE MARK MAY EITHER BE COVERED
 TR1600'OR HAVE BEEN UPROOTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2264 ***********************************************************************
 SA2264  DESIGNATION -  BPA MICROWAVE 8 MI S KENNEWICK
 SA2264  PID         -  SA2264
 SA2264  STATE/COUNTY-  WA/BENTON
 SA2264  USGS QUAD   -  JOHNSON BUTTE (1978)
 SA2264
 SA2264                         *CURRENT SURVEY CONTROL
 SA2264  ___________________________________________________________________
 SA2264* NAD 83(1991)-  46 06 14.87726(N)    119 07 54.70282(W)     ADJUSTED  
 SA2264* NAVD 88     -       697.     (meters)    2287.     (feet)  VERTCON   
 SA2264  ___________________________________________________________________
 SA2264  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 SA2264  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SA2264
 SA2264  HORZ ORDER  -  THIRD
 SA2264
 SA2264.The horizontal coordinates were established by classical geodetic methods
 SA2264.and adjusted by the National Geodetic Survey in December 1991..
 SA2264
 SA2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2264
 SA2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2264
 SA2264.The geoid height was determined by GEOID03.
 SA2264
 SA2264;                    North         East     Units Scale Factor Converg.
 SA2264;SPC WA S     -    86,591.478   605,770.869   MT  0.99994961   +0 59 37.7
 SA2264;SPC WA S     -   284,092.21  1,987,433.26   sFT  0.99994961   +0 59 37.7
 SA2264;UTM  11      - 5,107,826.776   335,236.358   MT  0.99993373   -1 32 11.6
 SA2264
 SA2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2264!SPC WA S     -   0.99989411  x   0.99994961  =   0.99984372
 SA2264!UTM  11      -   0.99989411  x   0.99993373  =   0.99982784
 SA2264
 SA2264                          SUPERSEDED SURVEY CONTROL
 SA2264
 SA2264  NAD 83(1991)-  46 06 14.87777(N)    119 07 54.70238(W) AD(       ) 4
 SA2264  NAD 83(1986)-  46 06 14.88442(N)    119 07 54.69590(W) AD(       ) 4
 SA2264  NAD 27      -  46 06 15.39881(N)    119 07 50.66491(W) AD(       ) 3
 SA2264  NGVD 29 (07/19/86)  696.     (m)         2283.     (f) VERT ANG       
 SA2264
 SA2264.Superseded values are not recommended for survey control.
 SA2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2264.See file dsdata.txt to determine how the superseded data were derived.
 SA2264
 SA2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM3523607827(NAD 83)
 SA2264_MARKER: 55 = TOWER
 SA2264
 SA2264  HISTORY     - Date     Condition        Report By
 SA2264  HISTORY     - 1964     FIRST OBSERVED   CGS
 SA2264  HISTORY     - 1983     GOOD             USPSQD
 SA2264
 SA2264                          STATION DESCRIPTION
 SA2264
 SA2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 SA2264'THE STATION IS ABOUT 10 MILES WEST OF WALLULA AND 8 MILES SOUTH OF
 SA2264'KENNEWICK, ON THE HIGHEST AND MOST PROMINENT HILL IN THE IMMEDIATE
 SA2264'VICINITY, THAT HAS SEVERAL INSTALLATIONS ON IT.
 SA2264'
 SA2264'THE STATION IS A FOUR LEGGED STEEL TOWER, PAINTED GREY AND HAS AN
 SA2264'OVERALL HEIGHT OF 100 FEET.
 SA2264'
 SA2264'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JOE 1925,
 SA2264'THE DISTANCE BEING 519.76 FEET OR (158.423 M.)
 SA2264
 SA2264                          STATION RECOVERY (1983)
 SA2264
 SA2264'RECOVERY NOTE BY US POWER SQUADRON 1983 (HH)
 SA2264'NONE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2089 ***********************************************************************
 RC2089  DESIGNATION -  BPA THE DALLES GOLDENDALE TR C
 RC2089  PID         -  RC2089
 RC2089  STATE/COUNTY-  WA/KLICKITAT
 RC2089  USGS QUAD   -  THE DALLES NORTH (1994)
 RC2089
 RC2089                         *CURRENT SURVEY CONTROL
 RC2089  ___________________________________________________________________
 RC2089* NAD 83(1991)-  45 38 53.55054(N)    121 11 53.57677(W)     ADJUSTED  
 RC2089* NAVD 88     -                                                        
 RC2089  ___________________________________________________________________
 RC2089  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 RC2089  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 RC2089
 RC2089  HORZ ORDER  -  THIRD
 RC2089
 RC2089.The horizontal coordinates were established by classical geodetic methods
 RC2089.and adjusted by the National Geodetic Survey in December 1991..
 RC2089
 RC2089
 RC2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2089
 RC2089.The geoid height was determined by GEOID03.
 RC2089
 RC2089;                    North         East     Units Scale Factor Converg.
 RC2089;SPC WA S     -    35,239.937   445,570.311   MT  1.00004710   -0 30 25.9
 RC2089;SPC WA S     -   115,616.36  1,461,841.93   sFT  1.00004710   -0 30 25.9
 RC2089;SPC OR N     -   220,430.514 2,445,576.674   MT  0.99992958   -0 29 42.6
 RC2089;SPC OR N     -   723,197.22  8,023,545.52   iFT  0.99992958   -0 29 42.6
 RC2089;UTM  10      - 5,056,541.037   640,397.358   MT  0.99984234   +1 17 18.9
 RC2089
 RC2089                          SUPERSEDED SURVEY CONTROL
 RC2089
 RC2089  NAD 83(1991)-  45 38 53.55054(N)    121 11 53.57677(W) AD(       ) 4
 RC2089  NAD 83(1986)-  45 38 53.56338(N)    121 11 53.56731(W) AD(       ) 4
 RC2089  NAD 27      -  45 38 54.11900(N)    121 11 49.31600(W) AD(       ) 3
 RC2089
 RC2089.Superseded values are not recommended for survey control.
 RC2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2089.See file dsdata.txt to determine how the superseded data were derived.
 RC2089
 RC2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4039756541(NAD 83)
 RC2089_MARKER: 55 = TOWER
 RC2089
 RC2089  HISTORY     - Date     Condition        Report By
 RC2089  HISTORY     - 1957     FIRST OBSERVED   CGS
 RC2089  HISTORY     - 1959     GOOD             CGS
 RC2089
 RC2089                          STATION DESCRIPTION
 RC2089
 RC2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2089'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF TRANSMISSION
 RC2089'TOWER C OF THE BONNEVILLE POWER ADMINISTRATION, THE
 RC2089'DALLES - GOLDENDALE LINE.  THE TOWER IS ABOUT 3 MILES NORTH OF THE
 RC2089'DALLES AND ON THE EAST ONE OF TWO SMALL ISLANDS IN THE COLUMBIA
 RC2089'RIVER THAT LIE JUST TO THE EAST OF CRATES POINT LIGHT.
 RC2089'
 RC2089'THE TOWER IS ONE OF FOUR SUCH STRUCTURES SUPPORTING THE OVERHEAD
 RC2089'CABLE CROSSING AND IS THE EASTERLY ONE OF THE TWO HIGHER TOWERS
 RC2089'IN THE MIDDLE OF THE FOUR.
 RC2089'
 RC2089'THE TOWER IS APPROXIMATELY 175 FEET IN HEIGHT AND IS PAINTED IN
 RC2089'RED AND WHITE SECTIONS.
 RC2089
 RC2089                          STATION RECOVERY (1959)
 RC2089
 RC2089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2089'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 RC2089'STATION IS ATOP OF A 195 FOOT STEEL TOWER AND AT AN ELEVATION OF
 RC2089'217 FEET ABOVE NORMAL POOL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0139 ***********************************************************************
 TP0139  DESIGNATION -  BR 12
 TP0139  PID         -  TP0139
 TP0139  STATE/COUNTY-  WA/STEVENS
 TP0139  USGS QUAD   -  RICE (1992)
 TP0139
 TP0139                         *CURRENT SURVEY CONTROL
 TP0139  ___________________________________________________________________
 TP0139* NAD 83(1986)-  48 26 32.     (N)    118 12 04.     (W)     SCALED    
 TP0139* NAVD 88     -       411.26   (+/-2cm)    1349.3    (feet)  VERTCON   
 TP0139  ___________________________________________________________________
 TP0139  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 TP0139
 TP0139  VERT ORDER  -  ? (See Below)
 TP0139
 TP0139.The horizontal coordinates were scaled from a topographic map and have
 TP0139.an estimated accuracy of +/- 6 seconds.
 TP0139
 TP0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0139.The vertical order pertains to the NGVD 29 superseded value.
 TP0139
 TP0139.The geoid height was determined by GEOID03.
 TP0139
 TP0139;                    North         East    Units  Estimated Accuracy
 TP0139;SPC WA N     -   163,680.      694,700.      MT  (+/- 180 meters Scaled)
 TP0139
 TP0139                          SUPERSEDED SURVEY CONTROL
 TP0139
 TP0139  NGVD 29 (??/??/92)  410.052  (m)         1345.31   (f) ADJ UNCH    ?  
 TP0139
 TP0139.Superseded values are not recommended for survey control.
 TP0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0139.See file dsdata.txt to determine how the superseded data were derived.
 TP0139
 TP0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP111661(NAD 83)
 TP0139_MARKER: DD = SURVEY DISK
 TP0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0139_STAMPING: BR 12 RESET 1938
 TP0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0139+STABILITY: SURFACE MOTION
 TP0139
 TP0139  HISTORY     - Date     Condition        Report By
 TP0139  HISTORY     - 1938     MONUMENTED       BOR
 TP0139
 TP0139                          STATION DESCRIPTION
 TP0139
 TP0139'DESCRIBED BY US BUREAU OF RECLAMATION 1938
 TP0139'15.2 MI S FROM KETTLE FALLS.
 TP0139'ABOUT 15.2 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE GREAT NORTHERN
 TP0139'RAILWAY OVERPASS WEST OF KETTLE FALLS, STEVENS COUNTY, ON THE LEFT
 TP0139'BANK OF GRAND COULEE RESERVOIR, AND ON A GRASSY SLOPE.  A UNITED
 TP0139'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED BR 12 RESET 1938 AND
 TP0139'SET IN THE TOP OF A CONCRETE POST.  NOTE-- SET TO REPLACE BENCH MARK
 TP0139'TT12M (U.S.G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1178 ***********************************************************************
 SB1178  DESIGNATION -  BR 1300
 SB1178  PID         -  SB1178
 SB1178  STATE/COUNTY-  WA/YAKIMA
 SB1178  USGS QUAD   -  NILE (1987)
 SB1178
 SB1178                         *CURRENT SURVEY CONTROL
 SB1178  ___________________________________________________________________
 SB1178* NAD 83(1986)-  46 51 24.     (N)    120 57 14.     (W)     SCALED    
 SB1178* NAVD 88     -       632.147  (meters)    2073.97   (feet)  ADJUSTED  
 SB1178  ___________________________________________________________________
 SB1178  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 SB1178  DYNAMIC HT  -         632.108 (meters)    2073.84  (feet)  COMP
 SB1178  MODELED GRAV-     980,532.4   (mgal)                       NAVD 88
 SB1178
 SB1178  VERT ORDER  -  THIRD
 SB1178
 SB1178.The horizontal coordinates were scaled from a topographic map and have
 SB1178.an estimated accuracy of +/- 6 seconds.
 SB1178
 SB1178.The orthometric height was determined by differential leveling
 SB1178.and adjusted by the National Geodetic Survey in April 1995..
 SB1178
 SB1178.The geoid height was determined by GEOID03.
 SB1178
 SB1178.The dynamic height is computed by dividing the NAVD 88
 SB1178.geopotential number by the normal gravity value computed on the
 SB1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB1178.degrees latitude (g = 980.6199 gals.).
 SB1178
 SB1178.The modeled gravity was interpolated from observed gravity values.
 SB1178
 SB1178;                    North         East    Units  Estimated Accuracy
 SB1178;SPC WA S     -   169,420.      465,390.      MT  (+/- 180 meters Scaled)
 SB1178
 SB1178                          SUPERSEDED SURVEY CONTROL
 SB1178
 SB1178.No superseded survey control is available for this station.
 SB1178
 SB1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS559912(NAD 83)
 SB1178_MARKER: DD = SURVEY DISK
 SB1178_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SB1178_SP_SET: DRILL HOLE IN BRIDGE ABUTMENT
 SB1178_STAMPING: BR 1300 1990
 SB1178_MARK LOGO: WA-077
 SB1178_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1178+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SB1178
 SB1178  HISTORY     - Date     Condition        Report By
 SB1178  HISTORY     - 1990     MONUMENTED       WA-077
 SB1178
 SB1178                          STATION DESCRIPTION
 SB1178
 SB1178'DESCRIBED BY YAKIMA COUNTY WASHINGTON 1990
 SB1178'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI) SOUTHWEST OF
 SB1178'ELLENSBURG, 32.2 KM (20.0 MI) NORTHWEST OF NACHES, 29.0 KM (18.0 MI)
 SB1178'NORTHEAST OF RIMROCK, 12.9 KM (8.0 MI) CLIFFDELL AND AT A BRIDGE OVER
 SB1178'A SLOUGH.
 SB1178'TO REACH FROM THE US FOREST SERVICE RANGER STATION IN NACHES, GO
 SB1178'NORTHWEST ON US HIGHWAY 12 FOR 7.24 KM (4.50 MI) TO THE JUNCTION OF
 SB1178'STATE ROUTE 410.  BEAR RIGHT AND GO NORTHWEST ON STATE ROUTE 410 FOR
 SB1178'19.0 KM (11.8 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON
 SB1178'NILE ROAD FOR 7.98 KM (4.96 MI) TO YAKIMA COUNTY BRIDGE NUMBER 1300
 SB1178'OVER THE SLOUGH AND THE STATION.
 SB1178'THE MARK IS SET IN A DRILL HOLE IN THE NORTH END OF THE WEST ABUTMENT
 SB1178'OF THE BRIDGE.  IT IS 5.3 M (17.4 FT) NORTH-NORTHWEST OF THE CENTER
 SB1178'OF NILE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0136 ***********************************************************************
 TP0136  DESIGNATION -  BR 14
 TP0136  PID         -  TP0136
 TP0136  STATE/COUNTY-  WA/STEVENS
 TP0136  USGS QUAD   -  INCHELIUM (1993)
 TP0136
 TP0136                         *CURRENT SURVEY CONTROL
 TP0136  ___________________________________________________________________
 TP0136* NAD 83(1986)-  48 20 56.     (N)    118 09 41.     (W)     SCALED    
 TP0136* NAVD 88     -       434.15   (+/-2cm)    1424.4    (feet)  VERTCON   
 TP0136  ___________________________________________________________________
 TP0136  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 TP0136
 TP0136  VERT ORDER  -  ? (See Below)
 TP0136
 TP0136.The horizontal coordinates were scaled from a topographic map and have
 TP0136.an estimated accuracy of +/- 6 seconds.
 TP0136
 TP0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0136.The vertical order pertains to the NGVD 29 superseded value.
 TP0136
 TP0136.The geoid height was determined by GEOID03.
 TP0136
 TP0136;                    North         East    Units  Estimated Accuracy
 TP0136;SPC WA N     -   153,410.      698,000.      MT  (+/- 180 meters Scaled)
 TP0136
 TP0136                          SUPERSEDED SURVEY CONTROL
 TP0136
 TP0136  NGVD 29 (??/??/92)  432.929  (m)         1420.37   (f) ADJ UNCH    ?  
 TP0136
 TP0136.Superseded values are not recommended for survey control.
 TP0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0136.See file dsdata.txt to determine how the superseded data were derived.
 TP0136
 TP0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP139557(NAD 83)
 TP0136_MARKER: DD = SURVEY DISK
 TP0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0136_STAMPING: BR 14 RESET 1938
 TP0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0136+STABILITY: SURFACE MOTION
 TP0136
 TP0136  HISTORY     - Date     Condition        Report By
 TP0136  HISTORY     - 1938     MONUMENTED       BOR
 TP0136
 TP0136                          STATION DESCRIPTION
 TP0136
 TP0136'DESCRIBED BY US BUREAU OF RECLAMATION 1938
 TP0136'19.8 MI N FROM HUNTERS.
 TP0136'ABOUT 19.8 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 TP0136'HUNTERS, STEVENS COUNTY, ABOUT 5.1 MILES SOUTH OF THE POST OFFICE AT
 TP0136'RICE, THENCE ABOUT 0.1 MILE EAST ALONG WATERLOO ROAD.  ABOUT 225 FEET
 TP0136'SOUTH OF A SCHOOLHOUSE, 50 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 TP0136'30 FEET EAST OF A CATTLE GUARD ON A SIDE ROAD LEADING TO THE
 TP0136'SCHOOLHOUSE, 2 FEET SOUTH OF A FENCE, AND ABOUT 2 FEET LOWER THAN THE
 TP0136'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED BR 14
 TP0136'RESET 1938 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SET TO
 TP0136'REPLACE BENCH MARK TT14M (U.S.G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0129 ***********************************************************************
 TP0129  DESIGNATION -  BR 17
 TP0129  PID         -  TP0129
 TP0129  STATE/COUNTY-  WA/STEVENS
 TP0129  USGS QUAD   -  INCHELIUM (1993)
 TP0129
 TP0129                         *CURRENT SURVEY CONTROL
 TP0129  ___________________________________________________________________
 TP0129* NAD 83(1986)-  48 15 13.     (N)    118 08 01.     (W)     SCALED    
 TP0129* NAVD 88     -       406.89   (+/-2cm)    1334.9    (feet)  VERTCON   
 TP0129  ___________________________________________________________________
 TP0129  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TP0129
 TP0129  VERT ORDER  -  ? (See Below)
 TP0129
 TP0129.The horizontal coordinates were scaled from a topographic map and have
 TP0129.an estimated accuracy of +/- 6 seconds.
 TP0129
 TP0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0129.The vertical order pertains to the NGVD 29 superseded value.
 TP0129
 TP0129.The geoid height was determined by GEOID03.
 TP0129
 TP0129;                    North         East    Units  Estimated Accuracy
 TP0129;SPC WA N     -   142,900.      700,430.      MT  (+/- 180 meters Scaled)
 TP0129
 TP0129                          SUPERSEDED SURVEY CONTROL
 TP0129
 TP0129  NGVD 29 (??/??/92)  405.657  (m)         1330.89   (f) ADJ UNCH    ?  
 TP0129
 TP0129.Superseded values are not recommended for survey control.
 TP0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0129.See file dsdata.txt to determine how the superseded data were derived.
 TP0129
 TP0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP158451(NAD 83)
 TP0129_MARKER: DD = SURVEY DISK
 TP0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0129_STAMPING: BR 17 RESET 1938
 TP0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0129+STABILITY: SURFACE MOTION
 TP0129
 TP0129  HISTORY     - Date     Condition        Report By
 TP0129  HISTORY     - 1938     MONUMENTED       BOR
 TP0129
 TP0129                          STATION DESCRIPTION
 TP0129
 TP0129'DESCRIBED BY US BUREAU OF RECLAMATION 1938
 TP0129'12 MI N FROM HUNTERS.
 TP0129'ABOUT 12 MILES NORTH ALONG STATE HIGHWAY 22 FROM HUNTERS, STEVENS
 TP0129'COUNTY, ABOUT 12.8 MILES SOUTH OF THE POST OFFICE AT RICE, ABOUT 800
 TP0129'FEET SOUTHWEST OF A YELLOW FARMHOUSE, AT THE EDGE OF A WILD CHERRY
 TP0129'GROVE, 94 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 44 FEET
 TP0129'EAST OF A NORTH-AND-SOUTH FENCE LINE.  A UNITED STATES GEOLOGICAL
 TP0129'SURVEY STANDARD DISK, STAMPED BR 17 RESET 1938 AND SET IN THE TOP OF A
 TP0129'CONCRETE POST TO REPLACE BENCH MARK TT17M (U.S.G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0061 ***********************************************************************
 SW0061  DESIGNATION -  BR 28
 SW0061  PID         -  SW0061
 SW0061  STATE/COUNTY-  WA/LINCOLN
 SW0061  USGS QUAD   -  FORT SPOKANE (1985)
 SW0061
 SW0061                         *CURRENT SURVEY CONTROL
 SW0061  ___________________________________________________________________
 SW0061* NAD 83(1986)-  47 54 27.     (N)    118 19 24.     (W)     SCALED    
 SW0061* NAVD 88     -       413.37   (+/-2cm)    1356.2    (feet)  VERTCON   
 SW0061  ___________________________________________________________________
 SW0061  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 SW0061
 SW0061  VERT ORDER  -  ? (See Below)
 SW0061
 SW0061.The horizontal coordinates were scaled from a topographic map and have
 SW0061.an estimated accuracy of +/- 6 seconds.
 SW0061
 SW0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0061.The vertical order pertains to the NGVD 29 superseded value.
 SW0061
 SW0061.The geoid height was determined by GEOID03.
 SW0061
 SW0061;                    North         East    Units  Estimated Accuracy
 SW0061;SPC WA N     -   103,960.      687,600.      MT  (+/- 180 meters Scaled)
 SW0061
 SW0061                          SUPERSEDED SURVEY CONTROL
 SW0061
 SW0061  NGVD 29 (??/??/92)  412.167  (m)         1352.25   (f) ADJ UNCH    ?  
 SW0061
 SW0061.Superseded values are not recommended for survey control.
 SW0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0061.See file dsdata.txt to determine how the superseded data were derived.
 SW0061
 SW0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP011068(NAD 83)
 SW0061_MARKER: DD = SURVEY DISK
 SW0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0061_STAMPING: B.R. 28 RESET 1938
 SW0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0061+STABILITY: SURFACE MOTION
 SW0061
 SW0061  HISTORY     - Date     Condition        Report By
 SW0061  HISTORY     - 1938     MONUMENTED       BOR
 SW0061  HISTORY     - 1948     GOOD             NGS
 SW0061  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0061  HISTORY     - 1982     MARK NOT FOUND   USGS
 SW0061
 SW0061                          STATION DESCRIPTION
 SW0061
 SW0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SW0061'1.2 MI W FROM MILES.
 SW0061'ABOUT 1.2 MILES WEST OF MILES, WASHINGTON ON WEST SIDE OF SPOKANE
 SW0061'RIVER ACROSS FROM OLD FORT SPOKANE.  ABOUT 900.0 FEET WEST OF WEST END
 SW0061'OF NEW SPOKANE RIVER BRIDGE, 150.0 SOUTH OF CENTERLINE OF STATE
 SW0061'HIGHWAY NO. 22 AT SW CORNER OF GROVE OF ELM TREES.
 SW0061
 SW0061                          STATION RECOVERY (1966)
 SW0061
 SW0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0061'MARK NOT FOUND.
 SW0061
 SW0061                          STATION RECOVERY (1982)
 SW0061
 SW0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SW0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1174 ***********************************************************************
 SB1174  DESIGNATION -  BR 30
 SB1174  PID         -  SB1174
 SB1174  STATE/COUNTY-  WA/YAKIMA
 SB1174  USGS QUAD   -  NILE (1987)
 SB1174
 SB1174                         *CURRENT SURVEY CONTROL
 SB1174  ___________________________________________________________________
 SB1174* NAD 83(1986)-  46 48 23.     (N)    120 55 14.     (W)     SCALED    
 SB1174* NAVD 88     -       590.766  (meters)    1938.20   (feet)  ADJUSTED  
 SB1174  ___________________________________________________________________
 SB1174  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 SB1174  DYNAMIC HT  -         590.740 (meters)    1938.12  (feet)  COMP
 SB1174  MODELED GRAV-     980,552.8   (mgal)                       NAVD 88
 SB1174
 SB1174  VERT ORDER  -  THIRD
 SB1174
 SB1174.The horizontal coordinates were scaled from a topographic map and have
 SB1174.an estimated accuracy of +/- 6 seconds.
 SB1174
 SB1174.The orthometric height was determined by differential leveling
 SB1174.and adjusted by the National Geodetic Survey in April 1995..
 SB1174
 SB1174.The geoid height was determined by GEOID03.
 SB1174
 SB1174.The dynamic height is computed by dividing the NAVD 88
 SB1174.geopotential number by the normal gravity value computed on the
 SB1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB1174.degrees latitude (g = 980.6199 gals.).
 SB1174
 SB1174.The modeled gravity was interpolated from observed gravity values.
 SB1174
 SB1174;                    North         East    Units  Estimated Accuracy
 SB1174;SPC WA S     -   163,820.      467,900.      MT  (+/- 180 meters Scaled)
 SB1174
 SB1174                          SUPERSEDED SURVEY CONTROL
 SB1174
 SB1174.No superseded survey control is available for this station.
 SB1174
 SB1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS586857(NAD 83)
 SB1174_MARKER: DD = SURVEY DISK
 SB1174_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SB1174_SP_SET: DRILL HOLE IN BRIDGE ABUTMENT
 SB1174_STAMPING: BR 30 1990
 SB1174_MARK LOGO: WA-077
 SB1174_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1174+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SB1174
 SB1174  HISTORY     - Date     Condition        Report By
 SB1174  HISTORY     - 1990     MONUMENTED       WA-077
 SB1174
 SB1174                          STATION DESCRIPTION
 SB1174
 SB1174'DESCRIBED BY YAKIMA COUNTY WASHINGTON 1990
 SB1174'THE STATION IS LOCATED ABOUT 32.8 KM (20.4 MI) SOUTHWEST OF
 SB1174'ELLENSBURG, 27.4 KM (17.0 MI) NORTHEAST OF RIMROCK, 25.7 KM
 SB1174'(16.0 MI) NORTHWEST OF NACHES, 12.8 KM (8.0 MI) SOUTHEAST OF
 SB1174'CLIFFDELL AND ON A BRIDGE OVER THE NACHES RIVER.
 SB1174'TO REACH FROM THE US  FOREST SERVICE RANGER STATION IN NACHES, GO
 SB1174'NORTHWEST ON US HIGHWAY 12 FOR 7.24 KM (4.50 MI) TO THE JUNCTION OF
 SB1174'STATE ROUTE 410.  BEAR RIGHT AND GO NORTHWEST ON STATE ROUTE 410 FOR
 SB1174'19.0 KM (11.8 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON
 SB1174'NILE ROAD FOR 0.32 KM (0.20 MI) TO A BRIDGE OVER THE NACHES RIVER AND
 SB1174'THE STATION.
 SB1174'THE MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 SB1174'ABUTMENT FOR YAKIMA COUNTY BRIDGE NUMBER 30.  IT IS 5.7 M (18.7 FT)
 SB1174'SOUTHWEST OF THE CENTER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1175 ***********************************************************************
 SB1175  DESIGNATION -  BR 31
 SB1175  PID         -  SB1175
 SB1175  STATE/COUNTY-  WA/YAKIMA
 SB1175  USGS QUAD   -  NILE (1987)
 SB1175
 SB1175                         *CURRENT SURVEY CONTROL
 SB1175  ___________________________________________________________________
 SB1175* NAD 83(1986)-  46 49 08.     (N)    120 56 05.     (W)     SCALED    
 SB1175* NAVD 88     -       609.674  (meters)    2000.24   (feet)  ADJUSTED  
 SB1175  ___________________________________________________________________
 SB1175  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 SB1175  DYNAMIC HT  -         609.647 (meters)    2000.15  (feet)  COMP
 SB1175  MODELED GRAV-     980,550.5   (mgal)                       NAVD 88
 SB1175
 SB1175  VERT ORDER  -  THIRD
 SB1175
 SB1175.The horizontal coordinates were scaled from a topographic map and have
 SB1175.an estimated accuracy of +/- 6 seconds.
 SB1175
 SB1175.The orthometric height was determined by differential leveling
 SB1175.and adjusted by the National Geodetic Survey in April 1995..
 SB1175
 SB1175.The geoid height was determined by GEOID03.
 SB1175
 SB1175.The dynamic height is computed by dividing the NAVD 88
 SB1175.geopotential number by the normal gravity value computed on the
 SB1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB1175.degrees latitude (g = 980.6199 gals.).
 SB1175
 SB1175.The modeled gravity was interpolated from observed gravity values.
 SB1175
 SB1175;                    North         East    Units  Estimated Accuracy
 SB1175;SPC WA S     -   165,210.      466,830.      MT  (+/- 180 meters Scaled)
 SB1175
 SB1175                          SUPERSEDED SURVEY CONTROL
 SB1175
 SB1175.No superseded survey control is available for this station.
 SB1175
 SB1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS575871(NAD 83)
 SB1175_MARKER: DD = SURVEY DISK
 SB1175_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SB1175_SP_SET: DRILL HOLE IN BRIDGE ABUTMENT
 SB1175_STAMPING: BR 31 1990
 SB1175_MARK LOGO: WA-077
 SB1175_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1175+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SB1175
 SB1175  HISTORY     - Date     Condition        Report By
 SB1175  HISTORY     - 1990     MONUMENTED       WA-077
 SB1175
 SB1175                          STATION DESCRIPTION
 SB1175
 SB1175'DESCRIBED BY YAKIMA COUNTY WASHINGTON 1990
 SB1175'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI) SOUTHWEST OF
 SB1175'ELLENSBURG, 27.4 KM (17.0 MI) NORTHEAST OF RIMROCK, 27.4 KM
 SB1175'(17.0 MI) NORTHWEST OF NACHES, 11.3 KM (7.0 MI) SOUTHEAST OF
 SB1175'CLIFFDELL AND ON A BRIDGE OVER THE RATTLESNAKE RIVER.
 SB1175'TO REACH FROM THE US FOREST SERVICE RANGER STATION IN NACHES, GO
 SB1175'NORTHWEST ON US HIGHWAY 12 FOR 7.24 KM (4.50 MI) TO THE JUNCTION OF
 SB1175'STATE ROUTE 410.  BEAR RIGHT AND GO NORTHWEST ON STATE ROUTE 410 FOR
 SB1175'19.0 KM (11.8 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON
 SB1175'NILE ROAD FOR 2.48 KM (1.54 MI) TO A BRIDGE OVER THE RATTLESNAKE
 SB1175'RIVER AND THE STATION.
 SB1175'THE MARK IS SET IN A DRILL HOLE IN THE SOUTHWEST END OF THE ABUTMENT
 SB1175'FOR YAKIMA COUNTY BRIDGE NUMBER 31.  IT IS 5.8 M (19.0 FT) SOUTHWEST
 SB1175'OF THE CENTER OF NILE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1177 ***********************************************************************
 SB1177  DESIGNATION -  BR 32
 SB1177  PID         -  SB1177
 SB1177  STATE/COUNTY-  WA/YAKIMA
 SB1177  USGS QUAD   -  NILE (1987)
 SB1177
 SB1177                         *CURRENT SURVEY CONTROL
 SB1177  ___________________________________________________________________
 SB1177* NAD 83(1986)-  46 51 23.     (N)    120 57 24.     (W)     SCALED    
 SB1177* NAVD 88     -       635.140  (meters)    2083.79   (feet)  ADJUSTED  
 SB1177  ___________________________________________________________________
 SB1177  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 SB1177  DYNAMIC HT  -         635.101 (meters)    2083.66  (feet)  COMP
 SB1177  MODELED GRAV-     980,532.7   (mgal)                       NAVD 88
 SB1177
 SB1177  VERT ORDER  -  THIRD
 SB1177
 SB1177.The horizontal coordinates were scaled from a topographic map and have
 SB1177.an estimated accuracy of +/- 6 seconds.
 SB1177
 SB1177.The orthometric height was determined by differential leveling
 SB1177.and adjusted by the National Geodetic Survey in April 1995..
 SB1177
 SB1177.The geoid height was determined by GEOID03.
 SB1177
 SB1177.The dynamic height is computed by dividing the NAVD 88
 SB1177.geopotential number by the normal gravity value computed on the
 SB1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB1177.degrees latitude (g = 980.6199 gals.).
 SB1177
 SB1177.The modeled gravity was interpolated from observed gravity values.
 SB1177
 SB1177;                    North         East    Units  Estimated Accuracy
 SB1177;SPC WA S     -   169,390.      465,180.      MT  (+/- 180 meters Scaled)
 SB1177
 SB1177                          SUPERSEDED SURVEY CONTROL
 SB1177
 SB1177.No superseded survey control is available for this station.
 SB1177
 SB1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS557912(NAD 83)
 SB1177_MARKER: DD = SURVEY DISK
 SB1177_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SB1177_SP_SET: DRILL HOLE IN BRIDGE ABUTMENT
 SB1177_STAMPING: BR 32 1990
 SB1177_MARK LOGO: WA-077
 SB1177_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1177+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SB1177
 SB1177  HISTORY     - Date     Condition        Report By
 SB1177  HISTORY     - 1990     MONUMENTED       WA-077
 SB1177
 SB1177                          STATION DESCRIPTION
 SB1177
 SB1177'DESCRIBED BY YAKIMA COUNTY WASHINGTON 1990
 SB1177'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI) SOUTHWEST OF
 SB1177'ELLENSBURG, 32.2 KM (20.0 MI) NORTHWEST OF NACHES, 29.0 KM (18.0 MI)
 SB1177'NORTHEAST OF RIMROCK, 12.9 KM (8.0 MI) CLIFFDELL AND AT A BRIDGE OVER
 SB1177'THE NACHES RIVER.
 SB1177'TO REACH FROM THE US FOREST SERVICE RANGER STATION IN NACHES, GO
 SB1177'NORTHWEST ON US HIGHWAY 12 FOR 7.24 KM (4.50 MI) TO THE JUNCTION OF
 SB1177'STATE ROUTE 410.  BEAR RIGHT AND GO NORTHWEST ON STATE ROUTE 410 FOR
 SB1177'19.0 KM (11.8 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON
 SB1177'NILE ROAD FOR 7.56 KM (4.70 MI) TO YAKIMA COUNTY BRIDGE NUMBER 32
 SB1177'OVER THE NACHES RIVER AND THE STATION.
 SB1177'THE MARK IS SET IN A DRILL HOLE IN THE NORTHWEST END OF THE SOUTHWEST
 SB1177'ABUTMENT OF THE BRIDGE.  IT IS 5.0 M (16.4 FT) NORTHWEST OF THE
 SB1177'CENTER OF NILE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0041 ***********************************************************************
 TP0041  DESIGNATION -  BR 7 1
 TP0041  PID         -  TP0041
 TP0041  STATE/COUNTY-  WA/STEVENS
 TP0041  USGS QUAD   -  MARCUS (1979)
 TP0041
 TP0041                         *CURRENT SURVEY CONTROL
 TP0041  ___________________________________________________________________
 TP0041* NAD 83(1986)-  48 37 32.     (N)    118 06 54.     (W)     SCALED    
 TP0041* NAVD 88     -       410.743  (meters)    1347.58   (feet)  ADJUSTED  
 TP0041  ___________________________________________________________________
 TP0041  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 TP0041  DYNAMIC HT  -         410.808 (meters)    1347.79  (feet)  COMP
 TP0041  MODELED GRAV-     980,757.5   (mgal)                       NAVD 88
 TP0041
 TP0041  VERT ORDER  -  FIRST     CLASS II
 TP0041
 TP0041.The horizontal coordinates were scaled from a topographic map and have
 TP0041.an estimated accuracy of +/- 6 seconds.
 TP0041
 TP0041.The orthometric height was determined by differential leveling
 TP0041.and adjusted by the National Geodetic Survey in June 1991..
 TP0041
 TP0041.The geoid height was determined by GEOID03.
 TP0041
 TP0041.The dynamic height is computed by dividing the NAVD 88
 TP0041.geopotential number by the normal gravity value computed on the
 TP0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0041.degrees latitude (g = 980.6199 gals.).
 TP0041
 TP0041.The modeled gravity was interpolated from observed gravity values.
 TP0041
 TP0041;                    North         East    Units  Estimated Accuracy
 TP0041;SPC WA N     -   184,280.      700,350.      MT  (+/- 180 meters Scaled)
 TP0041
 TP0041                          SUPERSEDED SURVEY CONTROL
 TP0041
 TP0041  NGVD 29 (??/??/92)  409.517  (m)         1343.56   (f) ADJ UNCH    1 2
 TP0041
 TP0041.Superseded values are not recommended for survey control.
 TP0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0041.See file dsdata.txt to determine how the superseded data were derived.
 TP0041
 TP0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP178864(NAD 83)
 TP0041_MARKER: DD = SURVEY DISK
 TP0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0041_SP_SET: ABUTMENT
 TP0041_STAMPING: BR 7-1 1941
 TP0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0041
 TP0041  HISTORY     - Date     Condition        Report By
 TP0041  HISTORY     - 1941     MONUMENTED       BOR
 TP0041  HISTORY     - 1948     GOOD             NGS
 TP0041  HISTORY     - 20040815 GOOD             GEOCAC
 TP0041
 TP0041                          STATION DESCRIPTION
 TP0041
 TP0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TP0041'3.3 MI W FROM KETTLE FALLS.
 TP0041'PROCEED FROM POST OFFICE IN KETTLE FALLS 3.5 MILES WEST ALONG U.S.
 TP0041'HIGHWAY NO. 395 TO EAST END OF BRIDGE OVER FRANKLIN D. ROOSEVELT LAKE.
 TP0041'THE MARK IS IN THE EAST END OF THE RAILROAD BRIDGE.  IN TOP OF THE
 TP0041'EAST CONCRETE ABUTMENT AT THE NORTHEAST CORNER OF THE RAILROAD BRIDGE.
 TP0041'2 FEET EAST OF THE WEST FACE OF THE ABUTMENT.  THE MARK IS A STANDARD
 TP0041'BRONZE BENCH MARK DISC OF THE BUREAU OF RECLAMATION, CEMENTED INTO AND
 TP0041'FLUSH WITH THE TOP OF THE ABUTMENT.
 TP0041
 TP0041                          STATION RECOVERY (2004)
 TP0041
 TP0041'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 TP0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0060 ***********************************************************************
 TP0060  DESIGNATION -  BR 7 B 1
 TP0060  PID         -  TP0060
 TP0060  STATE/COUNTY-  WA/STEVENS
 TP0060  USGS QUAD   -  MARCUS (1979)
 TP0060
 TP0060                         *CURRENT SURVEY CONTROL
 TP0060  ___________________________________________________________________
 TP0060* NAD 83(1986)-  48 39 59.     (N)    118 02 57.     (W)     SCALED    
 TP0060* NAVD 88     -       459.795  (meters)    1508.51   (feet)  ADJUSTED  
 TP0060  ___________________________________________________________________
 TP0060  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 TP0060  DYNAMIC HT  -         459.872 (meters)    1508.76  (feet)  COMP
 TP0060  MODELED GRAV-     980,764.8   (mgal)                       NAVD 88
 TP0060
 TP0060  VERT ORDER  -  FIRST     CLASS II
 TP0060
 TP0060.The horizontal coordinates were scaled from a topographic map and have
 TP0060.an estimated accuracy of +/- 6 seconds.
 TP0060
 TP0060.The orthometric height was determined by differential leveling
 TP0060.and adjusted by the National Geodetic Survey in June 1991..
 TP0060
 TP0060.The geoid height was determined by GEOID03.
 TP0060
 TP0060.The dynamic height is computed by dividing the NAVD 88
 TP0060.geopotential number by the normal gravity value computed on the
 TP0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0060.degrees latitude (g = 980.6199 gals.).
 TP0060
 TP0060.The modeled gravity was interpolated from observed gravity values.
 TP0060
 TP0060;                    North         East    Units  Estimated Accuracy
 TP0060;SPC WA N     -   188,990.      705,030.      MT  (+/- 180 meters Scaled)
 TP0060
 TP0060                          SUPERSEDED SURVEY CONTROL
 TP0060
 TP0060  NGVD 29 (??/??/92)  458.564  (m)         1504.47   (f) ADJ UNCH    1 2
 TP0060
 TP0060.Superseded values are not recommended for survey control.
 TP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0060.See file dsdata.txt to determine how the superseded data were derived.
 TP0060
 TP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP227909(NAD 83)
 TP0060_MARKER: DD = SURVEY DISK
 TP0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0060_SP_SET: ABUTMENT
 TP0060_STAMPING: BR7B-1 1941
 TP0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0060
 TP0060  HISTORY     - Date     Condition        Report By
 TP0060  HISTORY     - 1941     MONUMENTED       BOR
 TP0060  HISTORY     - 1942     GOOD             NGS
 TP0060
 TP0060                          STATION DESCRIPTION
 TP0060
 TP0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TP0060'5.70 MI N FROM KETTLE FALLS.
 TP0060'LOCATED ALONG GREAT NORTHERN RAILROAD, 6 FEET NORTHEAST OF MILEAGE
 TP0060'MARKER 101.7, IN SOUTHEAST CORNER OF ABUTMENT OF RAILROAD OVERPASS, 6
 TP0060'FEET EAST OF EAST RAIL, WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0081 ***********************************************************************
 TP0081  DESIGNATION -  BR 7 C
 TP0081  PID         -  TP0081
 TP0081  STATE/COUNTY-  WA/STEVENS
 TP0081  USGS QUAD   -  MARCUS (1979)
 TP0081
 TP0081                         *CURRENT SURVEY CONTROL
 TP0081  ___________________________________________________________________
 TP0081* NAD 83(1986)-  48 41 13.     (N)    118 00 50.     (W)     SCALED    
 TP0081* NAVD 88     -       425.175  (meters)    1394.93   (feet)  ADJUSTED  
 TP0081  ___________________________________________________________________
 TP0081  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 TP0081  DYNAMIC HT  -         425.246 (meters)    1395.16  (feet)  COMP
 TP0081  MODELED GRAV-     980,765.0   (mgal)                       NAVD 88
 TP0081
 TP0081  VERT ORDER  -  FIRST     CLASS II
 TP0081
 TP0081.The horizontal coordinates were scaled from a topographic map and have
 TP0081.an estimated accuracy of +/- 6 seconds.
 TP0081
 TP0081.The orthometric height was determined by differential leveling
 TP0081.and adjusted by the National Geodetic Survey in June 1991..
 TP0081
 TP0081.The geoid height was determined by GEOID03.
 TP0081
 TP0081.The dynamic height is computed by dividing the NAVD 88
 TP0081.geopotential number by the normal gravity value computed on the
 TP0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0081.degrees latitude (g = 980.6199 gals.).
 TP0081
 TP0081.The modeled gravity was interpolated from observed gravity values.
 TP0081
 TP0081;                    North         East    Units  Estimated Accuracy
 TP0081;SPC WA N     -   191,370.      707,550.      MT  (+/- 180 meters Scaled)
 TP0081
 TP0081                          SUPERSEDED SURVEY CONTROL
 TP0081
 TP0081  NGVD 29 (??/??/92)  423.942  (m)         1390.88   (f) ADJ UNCH    1 2
 TP0081
 TP0081.Superseded values are not recommended for survey control.
 TP0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0081.See file dsdata.txt to determine how the superseded data were derived.
 TP0081
 TP0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP253931(NAD 83)
 TP0081_MARKER: DD = SURVEY DISK
 TP0081_SETTING: 0 = UNSPECIFIED SETTING
 TP0081_STAMPING: BR7C 1940
 TP0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0081
 TP0081  HISTORY     - Date     Condition        Report By
 TP0081  HISTORY     - 1940     MONUMENTED       BOR
 TP0081  HISTORY     - 1942     GOOD             NGS
 TP0081
 TP0081                          STATION DESCRIPTION
 TP0081
 TP0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TP0081'7.95 MI N FROM KETTLE FALLS.
 TP0081'LOCATED ALONG GREAT NORTHERN RAILROAD, 33 FEET WEST OF MILEAGE MARKER
 TP0081'103.96, 34 FEET WEST OF CULVERT, 18 FEET SOUTHWEST OF WEST RAIL, 4 1/2
 TP0081'FEET BELOW RAILROAD LEVEL, WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0071 ***********************************************************************
 TP0071  DESIGNATION -  BR 7 D
 TP0071  PID         -  TP0071
 TP0071  STATE/COUNTY-  WA/STEVENS
 TP0071  USGS QUAD   -  BOSSBURG (1969)
 TP0071
 TP0071                         *CURRENT SURVEY CONTROL
 TP0071  ___________________________________________________________________
 TP0071* NAD 83(1986)-  48 46 12.     (N)    118 01 22.     (W)     SCALED    
 TP0071* NAVD 88     -       400.792  (meters)    1314.93   (feet)  ADJUSTED  
 TP0071  ___________________________________________________________________
 TP0071  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 TP0071  DYNAMIC HT  -         400.862 (meters)    1315.16  (feet)  COMP
 TP0071  MODELED GRAV-     980,776.3   (mgal)                       NAVD 88
 TP0071
 TP0071  VERT ORDER  -  FIRST     CLASS II
 TP0071
 TP0071.The horizontal coordinates were scaled from a topographic map and have
 TP0071.an estimated accuracy of +/- 6 seconds.
 TP0071
 TP0071.The orthometric height was determined by differential leveling
 TP0071.and adjusted by the National Geodetic Survey in June 1991..
 TP0071
 TP0071.The geoid height was determined by GEOID03.
 TP0071
 TP0071.The dynamic height is computed by dividing the NAVD 88
 TP0071.geopotential number by the normal gravity value computed on the
 TP0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0071.degrees latitude (g = 980.6199 gals.).
 TP0071
 TP0071.The modeled gravity was interpolated from observed gravity values.
 TP0071
 TP0071;                    North         East    Units  Estimated Accuracy
 TP0071;SPC WA N     -   200,570.      706,550.      MT  (+/- 180 meters Scaled)
 TP0071
 TP0071                          SUPERSEDED SURVEY CONTROL
 TP0071
 TP0071  NGVD 29 (??/??/92)  399.560  (m)         1310.89   (f) ADJ UNCH    1 2
 TP0071
 TP0071.Superseded values are not recommended for survey control.
 TP0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0071.See file dsdata.txt to determine how the superseded data were derived.
 TP0071
 TP0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ248023(NAD 83)
 TP0071_MARKER: DD = SURVEY DISK
 TP0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0071_SP_SET: CULVERT
 TP0071_STAMPING: BR7D
 TP0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0071
 TP0071  HISTORY     - Date     Condition        Report By
 TP0071  HISTORY     - UNK      MONUMENTED       BOR
 TP0071  HISTORY     - 1942     GOOD             NGS
 TP0071
 TP0071                          STATION DESCRIPTION
 TP0071
 TP0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TP0071'14.20 MI S FROM NORTHPORT.
 TP0071'LOCATED ALONG GREAT NORTHERN RAILROAD IN NORTHEAST CORNER OF CULVERT,
 TP0071'24 FEET EAST OF RAILROAD MILAGE MARKER NO. 111.31, 11 FEET EAST OF
 TP0071'EAST RAIL, 2 FEET WEST OF CABLE GUARD ALONG HIGHWAY, WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4636 ***********************************************************************
 SY4636  DESIGNATION -  BRACE
 SY4636  PID         -  SY4636
 SY4636  STATE/COUNTY-  WA/KING
 SY4636  USGS QUAD   -  TACOMA NORTH (1994)
 SY4636
 SY4636                         *CURRENT SURVEY CONTROL
 SY4636  ___________________________________________________________________
 SY4636* NAD 83(1991)-  47 31 01.74070(N)    122 23 56.45507(W)     ADJUSTED  
 SY4636* NAVD 88     -         3.10   (+/-2cm)      10.2    (feet)  VERTCON   
 SY4636  ___________________________________________________________________
 SY4636  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 SY4636  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SY4636
 SY4636  HORZ ORDER  -  FIRST
 SY4636  VERT ORDER  -  THIRD ? (See Below)
 SY4636
 SY4636.The horizontal coordinates were established by classical geodetic methods
 SY4636.and adjusted by the National Geodetic Survey in December 1991..
 SY4636
 SY4636.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4636.The vertical order pertains to the NGVD 29 superseded value.
 SY4636
 SY4636.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4636
 SY4636.The geoid height was determined by GEOID03.
 SY4636
 SY4636;                    North         East     Units Scale Factor Converg.
 SY4636;SPC WA N     -    58,697.465   382,082.864   MT  0.99999684   -1 09 56.5
 SY4636;SPC WA N     -   192,576.60  1,253,550.20   sFT  0.99999684   -1 09 56.5
 SY4636;UTM  10      - 5,262,810.752   545,247.406   MT  0.99962516   +0 26 35.6
 SY4636
 SY4636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4636!SPC WA N     -   1.00000315  x   0.99999684  =   0.99999999
 SY4636!UTM  10      -   1.00000315  x   0.99962516  =   0.99962831
 SY4636
 SY4636|---------------------------------------------------------------------|
 SY4636| PID    Reference Object                     Distance      Geod. Az  |
 SY4636|                                                           dddmmss.s |
 SY4636| CF7196 BRACE RM 1                           11.918 METERS 05619     |
 SY4636| CF7197 BRACE RM 2                           16.213 METERS 13515     |
 SY4636| SY4642 POINT SOUTHWORTH 2                  APPROX. 7.3 KM 2641129.6 |
 SY4636|---------------------------------------------------------------------|
 SY4636
 SY4636                          SUPERSEDED SURVEY CONTROL
 SY4636
 SY4636  NAD 83(1986)-  47 31 01.73505(N)    122 23 56.46226(W) AD(       ) 1
 SY4636  NAD 27      -  47 31 02.38200(N)    122 23 52.00500(W) AD(       ) 1
 SY4636  NGVD 29 (07/19/86)    2.03   (m)            6.7    (f) LEVELING    3  
 SY4636
 SY4636.Superseded values are not recommended for survey control.
 SY4636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4636.See file dsdata.txt to determine how the superseded data were derived.
 SY4636
 SY4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4524762811(NAD 83)
 SY4636_MARKER: DS = TRIANGULATION STATION DISK
 SY4636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY4636
 SY4636  HISTORY     - Date     Condition        Report By
 SY4636  HISTORY     - 1921     MONUMENTED       CGS
 SY4636  HISTORY     - 1934     GOOD             CGS
 SY4636  HISTORY     - 1936     GOOD             WA-033
 SY4636  HISTORY     - 1943     GOOD             CGS
 SY4636  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SY4636
 SY4636                          STATION DESCRIPTION
 SY4636
 SY4636'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4636'STATION IS LOCATED ON BRACE POINT, THE SOUTHERN POINT OF FAUNTLEROY
 SY4636'COVE.  INSHORE FROM THE STATION ABOUT 100 METERS IS A LINE OF
 SY4636'COTTAGES.  THE STATION IS ABOUT 60 METERS S OF A SMALL WHARF.  IT
 SY4636'IS JUST BACK OF EXTREME HIGH WATER.
 SY4636'
 SY4636'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4636'CONCRETE.  A SQUARE WHITE POST
 SY4636'IS 6.06 METERS FROM THE STATION.
 SY4636
 SY4636                          STATION RECOVERY (1934)
 SY4636
 SY4636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4636'STATION RECOVERED.
 SY4636'
 SY4636'LOCATED ON BRACE POINT, THE SOUTHERN POINT OF FAUNTLEROY
 SY4636'COVE.  INSHORE FROM THE STATION ABOUT 100 METERS IS A LINE OF
 SY4636'COTTAGES.  THE STATION IS ABOUT 60 METERS S OF BROKEN PILING OF A
 SY4636'SMALL WHARF.  IT IS JUST BACK OF EXTREME HIGH WATER.  A SQUARE
 SY4636'WHITE POST IS 6.06 METERS FROM THE STATION.
 SY4636'
 SY4636'REFERENCE MARK NO.2 NOT FOUND.
 SY4636
 SY4636                          STATION RECOVERY (1936)
 SY4636
 SY4636'RECOVERY NOTE BY KING COUNTY WASHINGTON 1936
 SY4636'STATION RECOVERED AS DESCRIBED WITH ADDITIONS AS FOLLOWS--
 SY4636'
 SY4636'STATION IS LOCATED ON BRACE POINT, THE SOUTHERN POINT OF
 SY4636'FAUNTLEROY COVE.  INSHORE FROM THE STATION APPROXIMATELY 100
 SY4636'METERS IS A LINE OF COTTAGES.  STATION IS ABOUT 60 METERS S OF
 SY4636'BROKEN PILING OF A SMALL WHARF.  IT IS JUST BACK OF EXTREME HIGH
 SY4636'WATER.
 SY4636'
 SY4636'A STATE FISHERIES COMMISSION SQUARE WHITE POST 6 BY 6 INCHES BY
 SY4636'7 FEET IS 6.06 METERS FROM STATION.  STATION IS 112.5 FEET NW OF AN
 SY4636'OPEN-SIDED BEACH PAVILION.
 SY4636
 SY4636                          STATION RECOVERY (1943)
 SY4636
 SY4636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4636'STATION AND REFERENCE MARK 1 ARE IN GOOD CONDITION.  STATION IS IN
 SY4636'CONCRETE FOUR INCHES HIGH NEAR INNER EDGE OF DRIFTWOOD.
 SY4636'
 SY4636'REFERENCE MARK 1 IS IN SMALL CEMENT BLOCK A FEW FEET BACK OF
 SY4636'DRIFTWOOD.  THERE ARE NO GOOD PERMANENT REFERENCES CLOSE TO
 SY4636'STATION.  SO LONG AS WOODEN POST 8 INCHES SQUARE (FISHERIES
 SY4636'MONUMENT) STANDS, STATION WILL BE EASILY FOUND.
 SY4636
 SY4636                          STATION RECOVERY (1949)
 SY4636
 SY4636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (JS)
 SY4636'STATION WAS ON BRACE POINT JUST S OF FAUNTLEROY COVE.  THE STATION
 SY4636'WAS FOUND ON ITS SIDE AND OUT OF POSITION.  R.M. 1 SHOULD BE
 SY4636'UNDER A 4-FOOT FILL MADE FOR THE FRONT YARD OF A DWELLING BUT
 SY4636'MAY ALSO HAVE BEEN DESTROYED AS THE BULLDOZER MOVED A LOT OF DIRT
 SY4636'AND GRAVEL TO ALTER THE BEACH FRONT.
 SY4636'
 SY4636'THE STATION SHOULD BE CONSIDERED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4010 ***********************************************************************
 SY4010  DESIGNATION -  BRACE AND HAGGERTS STACK
 SY4010  PID         -  SY4010
 SY4010  STATE/COUNTY-  WA/KING
 SY4010  USGS QUAD   -  
 SY4010
 SY4010                         *CURRENT SURVEY CONTROL
 SY4010  ___________________________________________________________________
 SY4010* NAD 83(1991)-  47 37 31.65008(N)    122 20 10.82424(W)     ADJUSTED  
 SY4010* NAVD 88     -                                                        
 SY4010  ___________________________________________________________________
 SY4010  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 SY4010  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SY4010
 SY4010  HORZ ORDER  -  THIRD
 SY4010
 SY4010.The horizontal coordinates were established by classical geodetic methods
 SY4010.and adjusted by the National Geodetic Survey in December 1991..
 SY4010
 SY4010
 SY4010.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4010
 SY4010.The geoid height was determined by GEOID03.
 SY4010
 SY4010;                    North         East     Units Scale Factor Converg.
 SY4010;SPC WA N     -    70,642.823   387,037.716   MT  0.99997896   -1 07 08.5
 SY4010;SPC WA N     -   231,767.33  1,269,806.24   sFT  0.99997896   -1 07 08.5
 SY4010;UTM  10      - 5,274,886.186   549,863.213   MT  0.99963055   +0 29 25.1
 SY4010
 SY4010                          SUPERSEDED SURVEY CONTROL
 SY4010
 SY4010  NAD 83(1986)-  47 37 31.64319(N)    122 20 10.82987(W) AD(       ) 4
 SY4010  NAD 27      -  47 37 32.29400(N)    122 20 06.37900(W) AD(       ) 3
 SY4010
 SY4010.Superseded values are not recommended for survey control.
 SY4010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4010.See file dsdata.txt to determine how the superseded data were derived.
 SY4010
 SY4010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4986374886(NAD 83)
 SY4010
 SY4010  HISTORY     - Date     Condition        Report By
 SY4010  HISTORY     - UNK      MONUMENTED
 SY4010  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4010  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4010
 SY4010                          STATION DESCRIPTION
 SY4010
 SY4010'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4010'STATION IS DESTROYED.  IT WOULD HAVE BEEN ON THE S SIDE OF VALLEY
 SY4010'STREET BETWEEN TERRY AVENUE AND BOREN AVENUE N.  THE PLANT WITH
 SY4010'WHICH IT WAS CONNECTED WAS REPLACED BY LATER CONSTRUCTED BUILDINGS.
 SY4010
 SY4010                          STATION RECOVERY (2001)
 SY4010
 SY4010'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 SY4010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2674 ***********************************************************************
 SC2674  DESIGNATION -  BRACK RESET
 SC2674  PID         -  SC2674
 SC2674  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2674  USGS QUAD   -  HOQUIAM (1994)
 SC2674
 SC2674                         *CURRENT SURVEY CONTROL
 SC2674  ___________________________________________________________________
 SC2674* NAD 83(1991)-  46 58 51.62360(N)    123 59 25.02250(W)     ADJUSTED  
 SC2674* NAVD 88     -        49.1    (meters)     161.     (feet)  VERTCON   
 SC2674  ___________________________________________________________________
 SC2674  LAPLACE CORR-          13.70  (seconds)                    DEFLEC99
 SC2674  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 SC2674
 SC2674  HORZ ORDER  -  SECOND
 SC2674
 SC2674.The horizontal coordinates were established by classical geodetic methods
 SC2674.and adjusted by the National Geodetic Survey in December 1991..
 SC2674
 SC2674.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2674
 SC2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2674
 SC2674.The geoid height was determined by GEOID03.
 SC2674
 SC2674;                    North         East     Units Scale Factor Converg.
 SC2674;SPC WA S     -   189,015.757   234,551.897   MT  0.99993845   -2 32 07.2
 SC2674;SPC WA S     -   620,129.20    769,525.68   sFT  0.99993845   -2 32 07.2
 SC2674;UTM  10      - 5,203,529.316   424,686.664   MT  0.99966971   -0 43 26.6
 SC2674
 SC2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2674!SPC WA S     -   0.99999608  x   0.99993845  =   0.99993453
 SC2674!UTM  10      -   0.99999608  x   0.99966971  =   0.99966579
 SC2674
 SC2674|---------------------------------------------------------------------|
 SC2674| PID    Reference Object                     Distance      Geod. Az  |
 SC2674|                                                           dddmmss.s |
 SC2674| CE2967 BRACK RM 2 TRIANGLE BLAZE                          07015     |
 SC2674| SC2696 HOQUIAM POLSON LUMBER TALL STK      APPROX. 8.6 KM 0944836.7 |
 SC2674| SC2693 HOQUIAM NORTH RADIO POLE            APPROX. 7.3 KM 0951218.0 |
 SC2674| SC2688 HOQUIAM SOUTH RADIO POLE            APPROX. 7.3 KM 0953325.1 |
 SC2674| SC2612 ABERDEEN AMERICAN PLYWOOD STK       APPROX.13.0 KM 0964314.4 |
 SC2674| SC2600 E HOQUIAM RAYONNIER PULP HI TK      APPROX. 9.1 KM 0972434.0 |
 SC2674| SC2601 E HOQUIAM RAYONIER PULP HI STK      APPROX. 9.1 KM 0974350.7 |
 SC2674| SC2606 E HOQUIAM POSEY MFG CO HI TANK      APPROX. 9.4 KM 0981111.1 |
 SC2674| SC2589 E HOQUIAM POSEY MFG CO STACK        APPROX. 9.5 KM 0981705.7 |
 SC2674| SC2683 HOQUIAM GRAYS HBR LUMBER STACK      APPROX. 7.6 KM 0991455.1 |
 SC2674| SC2691 GRAYS HARBOR N CHANNEL LT 51        APPROX. 6.8 KM 1004442.9 |
 SC2674| SC2708 SOUTH CHANNEL LIGHT 27              APPROX. 7.5 KM 1285606.1 |
 SC2674| SC2675 GRAYS HARBOR RANGE 3 REAR LT        APPROX. 2.2 KM 1430741.6 |
 SC2674| SC2706 TIDE USE                            APPROX. 2.3 KM 1515423.4 |
 SC2674| SC2679 GRAYS HARBOR RANGE 3 FRONT LT       APPROX. 2.3 KM 1534334.0 |
 SC2674| SC2682 NORTH CHANNEL LIGHT 36              APPROX. 2.8 KM 1673640.1 |
 SC2674| SD0388 GRAYS HARBOR LOWER RNG REAR LT      APPROX. 5.4 KM 1934725.2 |
 SC2674| SD0386 GRAYS HARBOR UPPER RANGE F LT       APPROX. 5.6 KM 1994918.4 |
 SC2674| SD0376 GRAYS HARBOR UPPER RNG REAR LT      APPROX. 6.0 KM 2014213.6 |
 SC2674| SD0374 GRAYS HARBOR N CHAN RNG 2 F LT      APPROX. 6.0 KM 2014205.9 |
 SC2674| SD0385 GRAYS HARBOR N CHAN RNG 2 R LT      APPROX. 6.6 KM 2033012.1 |
 SC2674| SD0403 WESTPORT WHARF HOUSE                APPROX.12.3 KM 2154740.9 |
 SC2674| SD0423 GRAYS HARBOR LIGHTHOUSE 1909        APPROX.14.1 KM 2230656.9 |
 SC2674| SD0381 POINT CHEHALIS NAV RAD STA CUP      APPROX.14.6 KM 2250332.2 |
 SC2674| SD0382 WESTPORT WHITE ELEVATED TANK        APPROX.12.3 KM 2291636.7 |
 SC2674| CE2966 BRACK RM 2                            6.333 METERS 25825     |
 SC2674| CE2964 BRACK RM 1                            7.954 METERS 33454     |
 SC2674| CE2965 BRACK RM 1 TRIANGLE BLAZE                          34743     |
 SC2674|---------------------------------------------------------------------|
 SC2674
 SC2674                          SUPERSEDED SURVEY CONTROL
 SC2674
 SC2674  NAD 83(1986)-  46 58 51.61699(N)    123 59 25.02248(W) AD(       ) 2
 SC2674  NAD 27      -  46 58 52.29800(N)    123 59 20.39700(W) AD(       ) 2
 SC2674  NGVD 29 (07/19/86)   48.0    (m)          157.     (f) VERT ANG       
 SC2674
 SC2674.Superseded values are not recommended for survey control.
 SC2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2674.See file dsdata.txt to determine how the superseded data were derived.
 SC2674
 SC2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT2468703529(NAD 83)
 SC2674_MARKER: DS = TRIANGULATION STATION DISK
 SC2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2674_STAMPING: BRACK 1909 1939
 SC2674_MARK LOGO: CGS   
 SC2674_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2674+STABILITY: SURFACE MOTION
 SC2674
 SC2674  HISTORY     - Date     Condition        Report By
 SC2674  HISTORY     - 1910     MONUMENTED       CGS
 SC2674  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SC2674  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SC2674  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2674  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2674  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SC2674  HISTORY     - 1961     SEE DESCRIPTION  RAYONI
 SC2674  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SC2674  HISTORY     - 19980101 GOOD             WALSA
 SC2674
 SC2674                          STATION DESCRIPTION
 SC2674
 SC2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HWR)
 SC2674'STATION IS LOCATED ON BRACKENRIDGE BLUFF ABOUT 5 MILES WESTERLY
 SC2674'ALONG THE NORTHERN PACIFIC RAILWAY FROM THE CITY OF HOQUIAM.
 SC2674'
 SC2674'IT IS AT THE TOP OF THE BLUFF AND BACK FROM THE EDGE ABOUT 12 FEET.
 SC2674'
 SC2674'THE SURFACE MARK IS THE CENTER OF THE UPPER END OF A 2-INCH
 SC2674'GALVANIZED-IRON PIPE, 3 FEET LONG, SET VERTICALLY IN THE GROUND
 SC2674'AND ITS TOP FLUSH WITH THE SURFACE.
 SC2674'
 SC2674'THE SUBSURFACE MARK IS A QUART BOTTLE OF BROWN GLASS BURIED
 SC2674'3-1/2 FEET.
 SC2674'
 SC2674'REFERENCE MARK NO.1 IS A TRIANGLE OF NAILS IN A BLAZED TREE
 SC2674'BEARING N 37 DEG W (MAGNETIC), DISTANT 8.66 METERS.
 SC2674'
 SC2674'REFERENCE MARK NO.2 IS A SIMILAR TRIANGLE OF NAILS ON A BLAZED
 SC2674'TREE BEARING N 45-1/2 DEG E (MAGNETIC), DISTANT 17.32 METERS.
 SC2674
 SC2674                          STATION RECOVERY (1939)
 SC2674
 SC2674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2674'THE STATION IS LOCATED NEAR THE E END OF BRACKENRIDGE BLUFF,
 SC2674'ABOUT 3-1/2 MILES W OF HOQUIAM.  IT IS ON THE POINT OF THE BLUFF
 SC2674'THAT STICKS FARTHEST S INTO THE BAY, ABOUT 8 METERS FROM THE EDGE
 SC2674'OF THE BLUFF AND 70 FEET IN ELEVATION ABOVE HIGH WATER.  THE
 SC2674'STATION WAS FOUND IN A HEAVY GROWTH OF ALDERS AND BRUSH AND
 SC2674'CONSIDERABLE SLASHING WAS DONE TO THE W TO SEE STATION MARSH.
 SC2674'TWO NEW REFERENCE MARKS WERE ESTABLISHED BY THIS PARTY IN 1939.
 SC2674'
 SC2674'THIS DESCRIPTION IS SUPERSEDED BY THAT OF GEORGE L. BEAN IN THE
 SC2674'WINTER MONTHS OF 1939 AND EARLY 1940.  IT WAS FOUND, AT THE WRITING
 SC2674'OF THIS DESCRIPTION, THAT THE PARTY OF GEORGE L. BEAN RECOVERED THE
 SC2674'ORIGINAL SUBSURFACE MARK AND RE-MARKED THE STATION ON THE SURFACE.
 SC2674'
 SC2674'THE NEW REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN 2-1/2
 SC2674'FOOT LENGTHS OF 4-INCH CAST-IRON SOIL PIPE PROTRUDING ABOUT 6 INCHES
 SC2674'ABOVE THE SURFACE OF THE GROUND, STAMPED BRACK 1909, 1939.
 SC2674
 SC2674                          STATION RECOVERY (1939)
 SC2674
 SC2674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GLB)
 SC2674'STATION WAS RECOVERED AS ORIGINALLY DESCRIBED.  IT IS LOCATED ON
 SC2674'BRACKENRIDGE BLUFF.  A 12-FOOT PYRAMID SIGNAL HAS BEEN BUILT OVER
 SC2674'THE STATION BY THE U.S. ENGINEERS FOR USE AS A HYDROGRAPHIC SIGNAL.
 SC2674'
 SC2674'THE STATION WAS ORIGINALLY MARKED BY A 2-INCH IRON PIPE WITH A
 SC2674'BROWN BOTTLE FOR A SUBSURFACE MARK 3-1/2 FEET BELOW THE SURFACE
 SC2674'OF THE GROUND.  BOTH MARKS WERE RECOVERED AND THE STATION WAS
 SC2674'REMARKED.  SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 SC2674'SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.  TWO REFERENCE
 SC2674'MARKS ESTABLISHED BY W.M. SCAIFE IN 1939 WERE RECOVERED.
 SC2674'
 SC2674'REACHED FROM THE EMERSON SCHOOL IN HOQUIAM BY GOING WESTERLY ON
 SC2674'EMERSON STREET 2.8 MILES TO POINT WHERE ROAD TURNS SHARPLY N
 SC2674'OVER RAILROAD TRACKS.  PROCEED WESTERLY ALONG TRACK 1.4 MILES TO
 SC2674'GULLY IN FACE OF BLUFF.  CLIMB BLUFF AT THIS POINT AND GO W 1/2
 SC2674'MILE TO STATION.
 SC2674'
 SC2674'NOTE--STATION BLUFF (U.S.E.) IS 1/4 MILE E OF BRACK ON THE
 SC2674'SAME BLUFF AND HAS A SIMILAR PYRAMID SIGNAL ERECTED OVER IT.
 SC2674
 SC2674                          STATION RECOVERY (1951)
 SC2674
 SC2674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 SC2674'RECOVERED.
 SC2674'
 SC2674'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SC2674'CONDITION.
 SC2674'
 SC2674'ABOUT 5 MILES WEST OF HOQUIAM, ON THE NORTH SHORE OF GRAYS HARBOR,
 SC2674'ON BRACKENRIDGE BLUFF, AT THE MOST SOUTHERLY PROJECTION OF THE
 SC2674'BLUFF, AT THE TOP OF THE BLUFF AND AT AN ELEVATION OF ABOUT 75
 SC2674'FEET, ON THE CREST OF A RIDGE PARALLEL TO THE BLUFF, 8 FEET NORTH
 SC2674'OF THE EDGE OF THE BLUFF AND 12 FEET SOUTH OF A WHITE WOODEN
 SC2674'TRIPOD 10 FEET HIGH.  THERE IS A WOOD INSTRUMENT STAND OVER THE
 SC2674'STATION PROBABLY ERECTED IN 1940.  THE MARK IS A STANDARD DISK
 SC2674'STAMPED BRACK 1909 1939 SET IN TOP OF A 12-INCH SQUARE
 SC2674'CONCRETE POST FLUSH WITH THE SURFACE.
 SC2674'
 SC2674'R.M. NO. 1 IS ON THE BACK SLOPE OF THE RIDGE AND ABOUT 4 FEET
 SC2674'LOWER THAN THE STATION.  THE MARK IS A STANDARD DISK STAMPED
 SC2674'RM 1 BRACK 1939 SET IN TOP OF A CONCRETE FILLED IRON PIPE
 SC2674'PROJECTING 2 INCHES.
 SC2674'
 SC2674'R.M.NO. 2 IS ON THE CREST OF THE RIDGE, 8 FEET NORTH OF THE EDGE
 SC2674'OF THE BLUFF AND ABOUT THE SAME ELEVATION AS THE STATION.  THE
 SC2674'MARK IS A STANDARD DISK STAMPED RM 2 BRACK 1939 SET IN TOP OF A
 SC2674'CONCRETE FILLED IRON PIPE PROJECTING 2 INCHES.
 SC2674'
 SC2674'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 SC2674'
 SC2674'TO REACH FROM THE HOQUIAM HIGH SCHOOL AT THE INTERSECTION OF
 SC2674'SIMPSON AVE. AND EMERSON AVE. (STATE HIGHWAY 9C) GO WEST ON STATE
 SC2674'HIGHWAY 9C FOR 3.4 MILES TO POINT WHERE HIGHWAY TURNS NORTH ACROSS
 SC2674'RAILROAD TRACK AND AWAY FROM BAY.  WALK WEST ALONG TRACK ABOUT
 SC2674'1 MILE TO POINT WHERE TRACK CURVES LEFT TO ROUND SOUTHERLY POINT
 SC2674'OF THE BLUFF.  CLIMB STEEP SLOPE TO THE RIGHT (NORTH) TO THE
 SC2674'TOP, THENCE LEFT (WEST) ALONG TOP OF BLUFF ABOUT 1/4 MILE TO A
 SC2674'WOOD TRIPOD AT STATION BLUFF (U.S.E.), CONTINUE WEST ABOUT
 SC2674'1/4 MILE TO THE STATION.
 SC2674
 SC2674                          STATION RECOVERY (1952)
 SC2674
 SC2674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2674'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1951 EXCEPT THAT THE
 SC2674'ELEVATION OF THE STATION IS ABOUT 158 FEET AND THERE IS NOW A
 SC2674'LOGGING ROAD ABOUT 500 YARDS NORTH OF THE STATION.
 SC2674'
 SC2674'TO REACH FROM THE HOQUIAM HIGH SCHOOL AT THE INTERSECTION OF
 SC2674'SIMPSON AVE. AND EMERSON AVE. (STATE HIGHWAY 9C) GO WEST ON
 SC2674'STATE HIGHWAY 9C FOR 3.4 MILES TO POINT WHERE HIGHWAY TURNS NORTH
 SC2674'ACROSS RAILROAD TRACK AND AWAY FROM BAY.  CONTINUE ON HIGHWAY
 SC2674'9C FOR 1.55 MILES TO A LOGGING ROAD LEADING SOUTH (LEFT).  TURN
 SC2674'LEFT AND FOLLOW LOGGING ROAD SOUTH AND WEST FOR 0.65 MILE TO END
 SC2674'OF TRUCK TRAVEL.  WALK UP SLOPE TO LEFT (SOUTH) ABOUT 500 YARDS
 SC2674'TO STATION AT SUMMIT OF SLOPE.
 SC2674
 SC2674                          STATION RECOVERY (1955)
 SC2674
 SC2674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HGC)
 SC2674'RECOVERED.  STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD
 SC2674'CONDITION AS DESCRIBED BY C.W.C. IN 1951.
 SC2674'
 SC2674'THE PRIVATE ROAD SW FROM THE HIGHWAY HAS BEEN EXTENDED.  FOLLOW
 SC2674'THIS ROAD FOR 0.65 MI. FROM THE HIGHWAY TO THE BOTTOM OF A STEEP
 SC2674'GRADE.  PARK TRUCK AND PACK S UP A SLOPE ABOUT 300 YD. TO THE EDGE
 SC2674'OF THE BLUFF AND THE STATION.
 SC2674
 SC2674                          STATION RECOVERY (1961)
 SC2674
 SC2674'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1961
 SC2674'THE STATION AND BOTH REFERENCE MARKS ARE IN GOOD CONDITION.  ADD
 SC2674'TO 1952 DESCRIPTION--
 SC2674'
 SC2674'THIS ROAD HAS BEEN EXTENDED.  TURN LEFT ON AN OLD LOGGING ROAD
 SC2674'(FIRST LEFT ABOUT 0.6 MILE PAST VALLEY ROAD).  GO ABOUT 3/4 MILE ON
 SC2674'THE LOGGING ROAD TO END OF TRUCK TRAVEL AT A TURNOUT.  GO S 15 DEG
 SC2674'E FOR ABOUT 500 FEET TO THE STATION.  THERE IS A CHANNEL MARKER AT
 SC2674'THE STATION.
 SC2674
 SC2674                          STATION RECOVERY (1973)
 SC2674
 SC2674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SC2674'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 SC2674'CONDITION.  THE WHITE WOODEN, HYDROGRAPHIC TRIPOD, 11 FEET NORTH
 SC2674'OF THE STATION IS STILL STANDING.
 SC2674'
 SC2674'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2674'5 MILES WEST OF HOQUIM.
 SC2674
 SC2674                          STATION RECOVERY (1998)
 SC2674
 SC2674'RECOVERY NOTE BY WASHINGTON LAND SURVEY ASSOCIATION 1998 (RTS)
 SC2674'OCCUPIED BY WSDOT GEOG SERVICES GPS RECEIVER SESSION IN CONTROL NET
 SC2674'USED TO RESTORE MONUMENTS ON SHORE OF GRAYS HARBOR AS ESTABLISHED BY
 SC2674'1858 GLO SURVEY OF COAST GUIDE MERIDIAN.  THE STATION IS 6 FT (1.8 M)
 SC2674'FROM AN OVERHANGING BLUFF, 150 FT (45.7 M) ABOVE AN ABANDONED RAILROAD
 SC2674'GRADE AND 500 FT (152.4 M) SOUTH OF THE END OF A LOGGING ROAD WHICH IS
 SC2674'REACHED VIA A PAVED PRIVATE ROAD WITH A LOCKED GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1560 ***********************************************************************
 TR1560  DESIGNATION -  BRAMBLE
 TR1560  PID         -  TR1560
 TR1560  STATE/COUNTY-  WA/JEFFERSON
 TR1560  USGS QUAD   -  NORDLAND (1973)
 TR1560
 TR1560                         *CURRENT SURVEY CONTROL
 TR1560  ___________________________________________________________________
 TR1560* NAD 83(1991)-  48 04 37.70805(N)    122 44 29.06975(W)     ADJUSTED  
 TR1560* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 TR1560  ___________________________________________________________________
 TR1560  LAPLACE CORR-          -9.94  (seconds)                    DEFLEC99
 TR1560  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 TR1560
 TR1560  HORZ ORDER  -  THIRD
 TR1560
 TR1560.The horizontal coordinates were established by classical geodetic methods
 TR1560.and adjusted by the National Geodetic Survey in December 1991..
 TR1560
 TR1560.The orthometric height was scaled from a topographic map.
 TR1560
 TR1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1560
 TR1560.The geoid height was determined by GEOID03.
 TR1560
 TR1560;                    North         East     Units Scale Factor Converg.
 TR1560;SPC WA N     -   121,521.299   357,844.379   MT  0.99994251   -1 25 14.2
 TR1560;SPC WA N     -   398,691.13  1,174,027.77   sFT  0.99994251   -1 25 14.2
 TR1560;UTM  10      - 5,324,906.538   519,260.999   MT  0.99960456   +0 11 32.7
 TR1560
 TR1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1560!SPC WA N     -   0.99999844  x   0.99994251  =   0.99994095
 TR1560!UTM  10      -   0.99999844  x   0.99960456  =   0.99960300
 TR1560
 TR1560|---------------------------------------------------------------------|
 TR1560| PID    Reference Object                     Distance      Geod. Az  |
 TR1560|                                                           dddmmss.s |
 TR1560| CF7630 BRAMBLE RM 1                         58.446 METERS 13432     |
 TR1560| CF7631 BRAMBLE RM 2                          3.158 METERS 21935     |
 TR1560| TR1650 PORT TOWNSEND CATH HOSP STPL        APPROX. 4.8 KM 3115510.9 |
 TR1560|---------------------------------------------------------------------|
 TR1560
 TR1560                          SUPERSEDED SURVEY CONTROL
 TR1560
 TR1560  NAD 83(1986)-  48 04 37.70773(N)    122 44 29.07487(W) AD(       ) 3
 TR1560  NAD 27      -  48 04 38.38000(N)    122 44 24.46800(W) AD(       ) 3
 TR1560
 TR1560.Superseded values are not recommended for survey control.
 TR1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1560.See file dsdata.txt to determine how the superseded data were derived.
 TR1560
 TR1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1926124907(NAD 83)
 TR1560
 TR1560  HISTORY     - Date     Condition        Report By
 TR1560  HISTORY     - 1926     MONUMENTED       USE
 TR1560  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1560
 TR1560                          STATION DESCRIPTION
 TR1560
 TR1560'DESCRIBED BY US ENGINEERS 1926 (HAC)
 TR1560'STATION IS LOCATED ON THE E SHORE OF PORT TOWNSEND, 1/2 MILE NE OF
 TR1560'WALAN POINT, AND ABOUT 100 METERS BACK FROM THE EDGE OF THE BLUFF,
 TR1560'WHICH IS ABOUT 60 FEET HIGH.
 TR1560'
 TR1560'STATION IS IN A STANDING TIMBER, AND A 100-FOOT TRIPOD AND
 TR1560'SCAFFOLD SIGNAL IS BUILT OVER IT.  THE SIGNAL IS BUILT VERY
 TR1560'STRONGLY AND IS IN GOOD CONDITION.
 TR1560'
 TR1560'THE STATION MARK IS A SQUARE BRASS PLUG OR TABLET MARKED
 TR1560'U.S.E.D. BRAMBLE, SET IN A CONCRETE MONUMENT ABOUT 18 INCHES
 TR1560'SQUARE.  THIS MONUMENT IS FLUSH WITH THE GROUND.
 TR1560
 TR1560                          STATION RECOVERY (1962)
 TR1560
 TR1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1560'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 100-FOOT WOODEN
 TR1560'TRIPOD AND SCAFFOLD MENTIONED IN THE ORIGINAL DESCRIPTION HAS FALLEN
 TR1560'IN RUINS.  TWO REFERENCE MARKS WERE ESTABLISHED.
 TR1560'
 TR1560'THE STATION IS LOCATED ON THE NORTHWEST SHORE OF INDIAN ISLAND,
 TR1560'ABOUT 1/2 MILE NORTHEAST OF WALAN POINT, ABOUT 220 FEET NORTH OF
 TR1560'THE JUNCTION OF WEST ROAD AND NORTH ROAD, ABOUT 165 FEET NORTHWEST
 TR1560'OF THE CENTERLINE OF NORTH ROAD, ABOUT 140 FEET SOUTHEAST OF THE
 TR1560'TOP EDGE OF A HIGH BLUFF AND IN A DENSE STAND OF SECOND GROWTH
 TR1560'TIMBER.
 TR1560'
 TR1560'THE STATION IS A CROSS CUT ON A ROUND-HEAD BRASS BOLT THROUGH A
 TR1560'2-INCH SQUARE BRASS PLATE STAMPED 6 U.S. ENG. BRAMBLE SET IN THE
 TR1560'TOP OF AN 18-INCH SQUARE CONCRETE MONUMENT, 4 INCHES BELOW THE
 TR1560'SURFACE OF THE GROUND.  IT IS 11.5 FEET EAST-NORTHEAST OF AN
 TR1560'8-INCH FIR TREE WITH A TRIANGULAR BLAZE, 6.2 FEET SOUTH OF A
 TR1560'6-INCH FIR TREE WITH A TRIANGULAR BLAZE, 5.4 FEET NORTH OF AN
 TR1560'8-INCH FIR TREE WITH A TRIANGULAR BLAZE AND 2.8 FEET SOUTHWEST OF
 TR1560'AN IRON PICKET WITNESS POST.  THE TRIANGULAR BLAZES HAVE A
 TR1560'COPPER NAIL IN THEIR CENTERS.
 TR1560'
 TR1560'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRAMBLE USE NO 1 1926
 TR1560'SET IN THE TOP OF A 5-INCH CONCRETE-FILLED TRANSITE PIPE PROJECTING
 TR1560'22 INCHES, AT THE NORTHWEST EDGE OF A GRASSY CLEARING, ABOUT 120
 TR1560'FEET NORTH-NORTHWEST OF THE PORTAL TO MAGAZINE NO. 2 AT 6, 96 FEET
 TR1560'NORTHEAST OF THE JUNCTION OF WEST ROAD AND NORTH ROAD, 25 FEET
 TR1560'SOUTHEAST OF THE CENTERLINE OF NORTH ROAD, 1.9 FEET NORTHEAST OF
 TR1560'A STEEL PICKET WITNESS POST AND ABOUT 3 FEET HIGHER THAN THE
 TR1560'SURFACE OF THE ROAD.
 TR1560'
 TR1560'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRAMBLE USE NO 2 1926
 TR1560'SET IN THE TOP OF A 5-INCH CONCRETE-FILLED TRANSITE PIPE,
 TR1560'PROJECTING 20 INCHES.  IT IS 2.5 EAST OF AN 8-INCH FIR TREE WITH
 TR1560'A TRIANGULAR BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2371 ***********************************************************************
 SA2371  CBN         -  This is a Cooperative Base Network Control Station.
 SA2371  DESIGNATION -  BRANCH RESET
 SA2371  PID         -  SA2371
 SA2371  STATE/COUNTY-  WA/BENTON
 SA2371  USGS QUAD   -  LENZIE RANCH (1965)
 SA2371
 SA2371                         *CURRENT SURVEY CONTROL
 SA2371  ___________________________________________________________________
 SA2371* NAD 83(1998)-  46 05 02.58898(N)    119 42 19.89364(W)     ADJUSTED  
 SA2371* NAVD 88     -       271.11   (+/-2cm)     889.5    (feet)  VERTCON   
 SA2371  ___________________________________________________________________
 SA2371  X           -  -2,196,129.127 (meters)                     COMP
 SA2371  Y           -  -3,849,361.531 (meters)                     COMP
 SA2371  Z           -   4,571,912.350 (meters)                     COMP
 SA2371  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 SA2371  ELLIP HEIGHT-         249.62  (meters)          (07/03/01) GPS OBS
 SA2371  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SA2371
 SA2371  HORZ ORDER  -  B
 SA2371  VERT ORDER  -  THIRD ? (See Below)
 SA2371  ELLP ORDER  -  FIFTH     CLASS I
 SA2371
 SA2371.The horizontal coordinates were established by GPS observations
 SA2371.and adjusted by the National Geodetic Survey in July 2001..
 SA2371.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA2371.DATUM ITEM on the data sheet items page.
 SA2371
 SA2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2371.The vertical order pertains to the NGVD 29 superseded value.
 SA2371
 SA2371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA2371
 SA2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2371
 SA2371.The ellipsoidal height was determined by GPS observations
 SA2371.and is referenced to NAD 83.
 SA2371
 SA2371.The geoid height was determined by GEOID03.
 SA2371
 SA2371;                    North         East     Units Scale Factor Converg.
 SA2371;SPC WA S     -    83,751.741   561,445.370   MT  0.99995259   +0 34 37.6
 SA2371;SPC WA S     -   274,775.50  1,842,008.68   sFT  0.99995259   +0 34 37.6
 SA2371;UTM  11      - 5,106,945.273   290,825.150   MT  1.00013791   -1 56 58.7
 SA2371
 SA2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2371!SPC WA S     -   0.99996087  x   0.99995259  =   0.99991346
 SA2371!UTM  11      -   0.99996087  x   1.00013791  =   1.00009877
 SA2371
 SA2371|---------------------------------------------------------------------|
 SA2371| PID    Reference Object                     Distance      Geod. Az  |
 SA2371|                                                           dddmmss.s |
 SA2371| AH5938 BRANCH RM 3                          10.325 METERS 22058     |
 SA2371| SA2475 BRANCH RM 2                           5.226 METERS 26653     |
 SA2371| CF4572 BRANCH RM 1                           5.443 METERS 35831     |
 SA2371| CF4571 BRANCH AZ MK                                       3591059.1 |
 SA2371| SA2476 BRANCH AZ MK RESET                                 3591408.8 |
 SA2371|---------------------------------------------------------------------|
 SA2371
 SA2371                          SUPERSEDED SURVEY CONTROL
 SA2371
 SA2371  NAD 83(1991)-  46 05 02.58813(N)    119 42 19.89236(W) AD(       ) B
 SA2371  ELLIP H (05/29/91)  249.69   (m)                       GP(       ) 4 1
 SA2371  NAD 83(1986)-  46 05 02.59769(N)    119 42 19.88584(W) AD(       ) 1
 SA2371  NAD 27      -  46 05 03.11400(N)    119 42 15.77900(W) AD(       ) 1
 SA2371  NGVD 29 (05/29/91)  270.07   (m)          886.1    (f) LEVELING    3  
 SA2371
 SA2371.Superseded values are not recommended for survey control.
 SA2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2371.See file dsdata.txt to determine how the superseded data were derived.
 SA2371
 SA2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9082506945(NAD 83)
 SA2371_MARKER: DS = TRIANGULATION STATION DISK
 SA2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2371_SP_SET: CONCRETE POST
 SA2371_STAMPING: BRANCH 1948 1963
 SA2371_MARK LOGO: CGS   
 SA2371_PROJECTION: FLUSH
 SA2371_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2371+STABILITY: SURFACE MOTION
 SA2371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2371+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2001
 SA2371
 SA2371  HISTORY     - Date     Condition        Report By
 SA2371  HISTORY     - 1962     MONUMENTED       CGS
 SA2371  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SA2371  HISTORY     - 1963     GOOD             CGS
 SA2371  HISTORY     - 1971     GOOD             NGS
 SA2371  HISTORY     - 1979     GOOD             WADNR
 SA2371  HISTORY     - 19820728 GOOD             NGS
 SA2371  HISTORY     - 19890620 GOOD             NGS
 SA2371  HISTORY     - 19901120 GOOD
 SA2371  HISTORY     - 19910901 GOOD             WA-077
 SA2371  HISTORY     - 20010307 GOOD             WADT
 SA2371
 SA2371                          STATION DESCRIPTION
 SA2371
 SA2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SA2371'REFERENCE MARK NO. 2 AND THE UNDERGROUND MARK WERE FOUND.  THE
 SA2371'AZIMUTH MARK POST WITH THE DISK IN IT WAS FOUND LAYING ON TOP
 SA2371'OF THE GROUND.  NO TRACE OF THE SURFACE STATION MARK OR OF
 SA2371'REFERENCE MARK NO. 1 WAS FOUND.  A NEW SURFACE STATION MARK, A
 SA2371'REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 SA2371'
 SA2371'THE STATION IS 2.95 MILES SOUTH OF THE INTERSECTION OF SELLARDS
 SA2371'ROAD AND BERT JAMES ROAD, NEAR THE SOUTHWEST CORNER OF SECTION
 SA2371'16, T.7 N., R.25 E., WHICH IS OWNED BY THE STATE AND FARMED
 SA2371'BY MR. KENNITH SMITH OF PROSSER.
 SA2371'
 SA2371'THE STATION MARK, STAMPED BRANCH 1948 1963, IS A STANDARD DISK
 SA2371'SET IN AN IRREGULAR MASS OF CONCRETE 14 INCHES BELOW THE SURFACE
 SA2371'OF THE CULTIVATED FIELD.  IT IS 42 FEET EAST OF THE CENTER OF
 SA2371'THE ROAD AND 18 FEET EAST OF A METAL WITNESS POST.
 SA2371'
 SA2371'REFERENCE MARK NO. 2, STAMPED BRANCH NO 2 1948 (CH IN THE
 SA2371'STAMPING HAS BEEN OBLITERATED), IS A STANDARD DISK SET IN A
 SA2371'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 24 FEET
 SA2371'EAST OF THE CENTER OF THE ROAD AND 1.7 FEET NORTH OF A METAL
 SA2371'WITNESS POST.
 SA2371'
 SA2371'REFERENCE MARK NO. 3, STAMPED BRANCH NO 3 1948 1963, IS A
 SA2371'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 SA2371'INCHES.  IT IS 23 FEET SOUTH OF THE METAL WITNESS POST AND 19
 SA2371'FEET EAST OF THE CENTER OF THE ROAD.
 SA2371'
 SA2371'THE AZIMUTH MARK, STAMPED BRANCH 1948 RESET 1963, IS A STANDARD
 SA2371'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 SA2371'IS 21 FEET EAST OF THE CENTER OF BERT JAMES ROAD, 14 FEET SOUTH
 SA2371'OF THE CENTER OF YOUNG ROAD AND 2-1/2 FEET EAST OF A WHITE
 SA2371'4 X 4 POST WHICH SUPPORTS A ROAD NAME SIGN.
 SA2371
 SA2371                          STATION RECOVERY (1962)
 SA2371
 SA2371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SA2371'REFERENCE MARK NO. 2 AND THE UNDERGROUND MARK WERE FOUND.  THE
 SA2371'AZIMUTH MARK POST WITH THE DISK IN IT WAS FOUND LAYING ON TOP OF
 SA2371'THE GROUND.  NO TRACE OF THE SURFACE STATION MARK OR OF REFERENCE
 SA2371'MARK NO. 1 WAS FOUND.  A NEW SURFACE STATION MARK, A REFERENCE
 SA2371'MARK AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 SA2371'
 SA2371'THE STATION IS 2.95 MILES SOUTH OF THE INTERSECTION OF SELLARDS
 SA2371'ROAD AND BERT JAMES ROAD, NEAR THE SOUTHWEST CORNER OF SECTION 16,
 SA2371'T.7 N., R.25 E., WHICH IS OWNED BY THE STATE AND FARMED BY
 SA2371'MR. KENNITH SMITH OF PROSSER.
 SA2371'
 SA2371'THE STATION MARK, STAMPED BRANCH 1948 1963, IS A STANDARD DISK
 SA2371'SET IN AN IRREGULAR MASS OF CONCRETE 14 INCHES BELOW THE SURFACE
 SA2371'OF THE CULTIVATED FIELD.  IT IS 42 FEET EAST OF THE CENTER OF THE
 SA2371'ROAD AND 18 FEET EAST OF A METAL WITNESS POST.
 SA2371'
 SA2371'REFERENCE MARK NO. 2, STAMPED BRANCH NO 2 1948 (CH IN THE STAMPING
 SA2371'HAS BEEN OBLITERATED), IS A STANDARD DISK SET IN A SQUARE CONCRETE
 SA2371'POST FLUSH WITH THE GROUND.  IT IS 24 FEET EAST OF THE CENTER OF
 SA2371'THE ROAD AND 1.7 FEET NORTH OF A METAL WITNESS POST.
 SA2371'
 SA2371'REFERENCE MARK NO. 3, STAMPED BRANCH NO 3 1948 1963, IS A STANDARD
 SA2371'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SA2371'23 FEET SOUTH OF THE METAL WITNESS POST AND 19 FEET EAST OF THE
 SA2371'CENTER OF THE ROAD.
 SA2371'
 SA2371'THE AZIMUTH MARK, STAMPED BRANCH 1948 RESET 1963, IS A STANDARD
 SA2371'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 SA2371'21 FEET EAST OF THE CENTER OF BERT JAMES ROAD, 14 FEET SOUTH OF
 SA2371'THE CENTER OF YOUNG ROAD AND 2-1/2 FEET EAST OF A WHITE 4 X 4 POST
 SA2371'WHICH SUPPORTS A ROAD NAME SIGN.
 SA2371
 SA2371                          STATION RECOVERY (1963)
 SA2371
 SA2371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 SA2371'RECOVERED IN GOOD CONDITION.
 SA2371
 SA2371                          STATION RECOVERY (1971)
 SA2371
 SA2371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 SA2371'THE STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK WERE
 SA2371'RECOVERED IN FAIR CONDITION.  REFERENCE MARK 3 APPEARS TO HAVE
 SA2371'BEEN HIT BY FARM MACHINERY AND A DIFFERENCE IN DIRECTION WAS
 SA2371'NOTED.  A NEW SURFACE STATION MARK, REFERENCE MARK 3 AND AN
 SA2371'AZIMUTH MARK WERE ESTABLISHED IN 1963 BY M.E.W.  FOLLOWING IS A
 SA2371'NEW DESCRIPTION.
 SA2371'
 SA2371'STATION IS ABOUT 16-1/4 MILES SOUTHWEST OF KIONA, 9 MILES
 SA2371'SOUTH-SOUTHEAST OF PROSSER, 4-3/4 MILES EAST OF STATE HIGHWAY 221,
 SA2371'ON LAND OWNED BY GLENN BAYNE WHO LIVES ABOUT 11 MILES SOUTHWEST OF
 SA2371'THE STATION.  IT IS IN THE SOUTHWEST QUARTER SECTION 16, T7N,
 SA2371'R25E.
 SA2371'
 SA2371'TO REACH THE STATION FROM THE POST OFFICE IN PATERSON, GO NORTH ON
 SA2371'STATE HIGHWAY 221 FOR 13.7 MILES TO CROSSROADS.  TURN LEFT AND GO
 SA2371'WEST ON SELLERS ROAD FOR 5.1 MILES TO CROSSROADS, TURN LEFT AND GO
 SA2371'SOUTH ON DIRT ROAD FOR 2.1 MILES TO THE AZIMUTH MARK ON THE
 SA2371'LEFT.  CONTINUE SOUTH ON THE DIRT ROAD FOR 0.95 MILE TO THE
 SA2371'STATION ON THE LEFT.
 SA2371'
 SA2371'STATION MARK IS A STANDARD DISK, STAMPED BRANCH 1948 1963, SET IN
 SA2371'THE TOP OF AN IRREGULAR MASS OF CONCRETE, THAT IS 14 INCHES BELOW
 SA2371'THE GROUND SURFACE.  IT IS 67 FEET EAST-SOUTHEAST OF A METAL
 SA2371'WITNESS POST, 18 FEET EAST OF METAL WITNESS POST AND 42 FEET EAST
 SA2371'OF THE APPROXIMATE CENTER OF THE DIRT ROAD.
 SA2371'
 SA2371'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRANCH NO 2 1948, SET
 SA2371'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH
 SA2371'WITH THE GROUND.  IT IS 54 FEET SOUTHEAST OF A METAL WITNESS POST,
 SA2371'25 FEET EAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD AND 2 FEET
 SA2371'NORTH OF A METAL WITNESS POST.
 SA2371'
 SA2371'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BRANCH NO 3 1948 1963
 SA2371'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH
 SA2371'WITH THE GROUND.  IT IS 70 FEET SOUTHEAST OF A METAL WITNESS POST,
 SA2371'19 FEET EAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD AND 24
 SA2371'FEET SOUTH OF A METAL WITNESS POST.
 SA2371'
 SA2371'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRANCH 1948 RESET 1963,
 SA2371'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 SA2371'4 INCHES.  IT IS 21 FEET EAST OF THE APPROXIMATE CENTER OF A DIRT
 SA2371'ROAD, 15 FEET SOUTH OF A DIRT ROAD AND 1.5 FEET NORTHWEST OF A
 SA2371'METAL WITNESS POST.
 SA2371'
 SA2371'BRANCH 1948 1963 RM A IS A STANDARD STATION MARK DISK, STAMPED
 SA2371'BRANCH 1948 1963 1971 RM A, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 SA2371'CONCRETE MONUMENT, THAT IS 16 INCHES BELOW THE GROUND SURFACE.  IT
 SA2371'IS 31 FEET WEST OF THE APPROXIMATE CENTER OF A DIRT ROAD, 14 FEET
 SA2371'WEST OF A METAL WITNESS POST AND 65 FEET NORTHWEST OF A METAL
 SA2371'WITNESS POST.  THE UNDERGROUND STATION MARK IS 40
 SA2371'INCHES BELOW THE GROUND SURFACE.
 SA2371'
 SA2371'HEIGHT OF LIGHT ABOVE STATION MARK 68.9 FEET.
 SA2371'
 SA2371'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA2371'9 MILES SOUTH-SOUTHEAST OF PROSSER.
 SA2371
 SA2371                          STATION RECOVERY (1979)
 SA2371
 SA2371'RECOVERY NOTE BY WA DEPT OF NAT RES 1979 (DS)
 SA2371'BRANCH 1948 1963 RECOVERED GOOD.
 SA2371'
 SA2371'BRANCH NO. 2 1948 RECOVERED GOOD.
 SA2371'
 SA2371'BRANCH NO. 3 1948 1963 MOVED BY CULTIVATION.
 SA2371'
 SA2371'(AZ MK) BRANCH 1948 RESET 1963, GOOD CONDITION.
 SA2371'
 SA2371'R.M. NO. 3 WAS UPRIGHTED, NEEDS TO BE RE-COORDINATED.
 SA2371'
 SA2371'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH OF
 SA2371'PROSSER, WA.
 SA2371
 SA2371                          STATION RECOVERY (1982)
 SA2371
 SA2371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 SA2371'THE STATION IS LOCATED ABOUT 25.8 KM (16.05 MI) SOUTHWEST OF KIONA,
 SA2371'14.5 KM (9.00 MI) SOUTH OF PROSSER, 16.1 KM (10.00 MI) NORTH OF
 SA2371'PATTERSON AND IN THE SOUTHWEST 1/4 OF SECTION 14, T7N, R25E. THE
 SA2371'PROPERTY IS OWNED BY MR GLENN BAYNE. TO REACH FROM THE RAILROAD
 SA2371'STATION AT THE INTERSECTION OF BENNET AVENUE AND 7TH STREET IN
 SA2371'PROSSER, GO SOUTHWEST ON 7TH STREET FOR 0.64 KM (0.40 MI) TO A POINT
 SA2371'WHERE THE ROAD CURVES TO THE SOUTH. CONTINUE AHEAD ON PATTERSON AVENUE
 SA2371'FOR 1.29 KM (0.80 MI) TO THE JUNCTION OF STATE ROUTES 22 AND 221.
 SA2371'CONTINUE SOUTH ON STATE ROUTE 221 FOR 20.28 KM (12.60 MI) TO THE
 SA2371'INTERSECTION OF SELLARDS ROAD. TURN RIGHT AND GO WEST ON SELLARDS ROAD
 SA2371'FOR 8.05 KM (5.00 MI) TO A CROSS ROAD.  TURN LEFT AND GO SOUTH ON BERT
 SA2371'JAMES ROAD FOR 3.20 KM (2.00 MI) TO A CROSS ROAD AND THE AZIMUTH MARK
 SA2371'ON THE LEFT.  CONTINUE AHEAD SOUTH ON BERT JAMES ROAD FOR 1.53 KM
 SA2371'(0.95 MI) TO THE STATION ON THE LEFT. THE MARK IS SET IN THE TOP OF A
 SA2371'ROUND CONCRETE MONUMENT THAT IS 0.61 M (2.00 FT) IN DIAMETER AND IS
 SA2371'RECESSED 0.30 M (0.98 FT) BELOW THE GROUND SURFACE.  IT IS 24.125 M
 SA2371'(79.150 FT) EAST-SOUTHEAST OF STATION BRANCH RM A, 8.990 M (29.495 FT)
 SA2371'NORTHEAST OF REFERENCE MARK 4, 5.227 M (17.149 FT) EAST OF REFERENCE
 SA2371'MARK 2, 12.8 M (42.0 FT) EAST OF THE CENTER OF BERT JAMES ROAD, 8.8 M
 SA2371'(28.9 FT) NORTHEAST OF A WITNESS POST AND 5.5 M (18.0 FT) EAST OF A
 SA2371'WITNESS POST.
 SA2371
 SA2371                          STATION RECOVERY (1989)
 SA2371
 SA2371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SA2371'THE STATION IS LOCATED ABOUT 25.8 KM (16.0 MI) SOUTHWEST OF KIONA,
 SA2371'14.5 KM (9.0 MI) SOUTH OF PROSSER, 16.1 KM (10.0 MI) NORTH OF
 SA2371'PATTERSON AND IN THE SOUTHWEST 1/4 OF SECTION 13, T7N, R25E.
 SA2371'TO REACH FROM THE CITY HALL AT THE INTERSECTION OF 7TH STREET AND
 SA2371'BENNETT AVENUE IN PROSSER, GO SOUTH ON 7TH STREET FOR 0.64 KM
 SA2371'(0.40 MI) TO A POINT WHERE THE CURVES LEFT.  CONTINUE AHEAD SOUTH ON
 SA2371'PATTERSON AVENUE FOR 1.29 KM (0.80 MI) TO THE JUNCTION OF STATE
 SA2371'ROUTES 22 AND 221.  CONTINUE SOUTH ON STATE ROUTE 221 FOR 6.28 KM
 SA2371'(3.90 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND CONTINUE SOUTH ON
 SA2371'BERT JAMES ROAD FOR 7.08 KM (4.40 MI) TO THE INTERSECTION OF SELLARDS
 SA2371'ROAD.  CONTINUE SOUTH ON BERT JAMES ROAD FOR 4.83 KM (3.00 MI) TO THE
 SA2371'TOP OF THE RISE AND THE STATION ON THE LEFT.
 SA2371'THE MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS
 SA2371'0.61 M (2.00 FT) IN DIAMETER AND IS RECESSED 0.3 M (1.0 FT) BELOW THE
 SA2371'GROUND SURFACE.  IT IS 12.8 M (42.0 FT) EAST OF THE CENTER OF BERT
 SA2371'JAMES ROAD, 8.8 M (28.9 FT) NORTHEAST OF A WITNESS POST AND 5.5 M
 SA2371'(18.0 FT) EAST OF A WITNESS POST.
 SA2371
 SA2371                          STATION RECOVERY (1990)
 SA2371
 SA2371'RECOVERED 1990
 SA2371'RECOVERED IN GOOD CONDITION.
 SA2371
 SA2371                          STATION RECOVERY (1991)
 SA2371
 SA2371'RECOVERY NOTE BY YAKIMA COUNTY WASHINGTON 1991
 SA2371'RECOVERED IN GOOD CONDITION.
 SA2371
 SA2371                          STATION RECOVERY (2001)
 SA2371
 SA2371'RECOVERY NOTE BY WA DEPT OF TRANSP 2001 (ELS)
 SA2371'MARK IS 9.32M(30.6FT) NORTHEAST OF A WITNESS POST, 5.5M(18.0FT)EAST OF
 SA2371'A STEEL WITNESS POST, 8.96M(29.4FT) NORTHEAST OF REFERANCE MARK NO.4.
 SA2371'REFERANCE MARK NO.4 IS A STANDARD NGS REFERANCE MARK, SET IN CONCRETE
 SA2371'0.24M(0.8FT)DIA. FLUSH WITH THE GROUND, STAMPED BRANCH 1948 NO 4 1982.
 SA2371' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2372 ***********************************************************************
 SA2372  DESIGNATION -  BRANCH RM A
 SA2372  PID         -  SA2372
 SA2372  STATE/COUNTY-  WA/BENTON
 SA2372  USGS QUAD   -  LENZIE RANCH (1965)
 SA2372
 SA2372                         *CURRENT SURVEY CONTROL
 SA2372  ___________________________________________________________________
 SA2372* NAD 83(1991)-  46 05 02.93038(N)    119 42 20.90185(W)     ADJUSTED  
 SA2372* NAVD 88     -       271.8    (meters)     892.     (feet)  VERTCON   
 SA2372  ___________________________________________________________________
 SA2372  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 SA2372  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SA2372
 SA2372  HORZ ORDER  -  FIRST
 SA2372
 SA2372.The horizontal coordinates were established by classical geodetic methods
 SA2372.and adjusted by the National Geodetic Survey in December 1991..
 SA2372
 SA2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2372
 SA2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2372
 SA2372.The geoid height was determined by GEOID03.
 SA2372
 SA2372;                    North         East     Units Scale Factor Converg.
 SA2372;SPC WA S     -    83,762.063   561,423.605   MT  0.99995258   +0 34 36.8
 SA2372;SPC WA S     -   274,809.37  1,841,937.28   sFT  0.99995258   +0 34 36.8
 SA2372;UTM  11      - 5,106,956.547   290,803.857   MT  1.00013801   -1 56 59.5
 SA2372
 SA2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2372!SPC WA S     -   0.99996075  x   0.99995258  =   0.99991333
 SA2372!UTM  11      -   0.99996075  x   1.00013801  =   1.00009875
 SA2372
 SA2372:                Primary Azimuth Mark                     Grid Az
 SA2372:SPC WA S     -  BRANCH AZ MK RESET                       359 30 53.3
 SA2372:UTM  11      -  BRANCH AZ MK RESET                       002 02 29.6
 SA2372
 SA2372|---------------------------------------------------------------------|
 SA2372| PID    Reference Object                     Distance      Geod. Az  |
 SA2372|                                                           dddmmss.s |
 SA2372| SA2476 BRANCH AZ MK RESET                                 0000530.1 |
 SA2372|---------------------------------------------------------------------|
 SA2372
 SA2372                          SUPERSEDED SURVEY CONTROL
 SA2372
 SA2372  NAD 83(1991)-  46 05 02.93038(N)    119 42 20.90185(W) AD(       ) 1
 SA2372  NAD 83(1986)-  46 05 02.93994(N)    119 42 20.89536(W) AD(       ) 1
 SA2372  NAD 27      -  46 05 03.45626(N)    119 42 16.78845(W) AD(       ) 1
 SA2372  NGVD 29 (07/19/86)  270.8    (m)          888.     (f) VERT ANG       
 SA2372
 SA2372.Superseded values are not recommended for survey control.
 SA2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2372.See file dsdata.txt to determine how the superseded data were derived.
 SA2372
 SA2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9080406957(NAD 83)
 SA2372_MARKER: DS = TRIANGULATION STATION DISK
 SA2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA2372_STAMPING: BRANCH RM A 1971
 SA2372_MARK LOGO: NGS   
 SA2372_PROJECTION: FLUSH
 SA2372_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2372+STABILITY: SURFACE MOTION
 SA2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2372+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1982
 SA2372
 SA2372  HISTORY     - Date     Condition        Report By
 SA2372  HISTORY     - 1971     MONUMENTED       NGS
 SA2372  HISTORY     - 19820728 GOOD             NGS
 SA2372
 SA2372                          STATION DESCRIPTION
 SA2372
 SA2372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 SA2372'THE STATION IS ABOUT 16-1/4 MILES SOUTHWEST OF KIONA, 9 MILES
 SA2372'SOUTH-SOUTHEAST OF PROSSER, 4-3/4 MILES EAST OF STATE HIGHWAY 221,
 SA2372'12 MILES NORTH-NORTHWEST OF PATERSON, ON LAND OWNED BY GLENN
 SA2372'BAYNE WHO LIVES ABOUT 11 MILES SOUTHWEST OF THE STATION.  IT IS IN
 SA2372'THE SOUTHWEST QUARTER SECTION 16, T7N, R25E.
 SA2372'
 SA2372'THE DESCRIPTION TO REACH THE STATION CAN BE OBTAINED FROM
 SA2372'TRIANGULATION STATION BRANCH 1948 1963.
 SA2372'
 SA2372'STATION MARK IS A STANDARD DISK, STAMPED BRANCH 1948 1963 1971
 SA2372'RM A, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT,
 SA2372'THAT IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS 31 FEET WEST
 SA2372'OF THE APPROXIMATE CENTER OF A DIRT ROAD, 14 FEET WEST OF A METAL
 SA2372'WITNESS POST AND 65 FEET NORTHWEST OF A METAL WITNESS POST.  THE
 SA2372'UNDERGROUND STATION MARK IS 40 INCHES BELOW THE GROUND SURFACE.
 SA2372'
 SA2372'BRANCH 1948 1963 IS A STANDARD TRIANGULATION STATION DISK STAMPED
 SA2372'BRANCH 1948 1963, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 SA2372'THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 67 FEET
 SA2372'EAST-SOUTHEAST OF A METAL WITNESS POST, 18 FEET EAST OF A METAL
 SA2372'WITNESS POST AND 42 FEET EAST OF THE APPROXIMATE CENTER OF THE
 SA2372'DIRT ROAD.
 SA2372'
 SA2372'AZIMUTH MARK IS A STANDARD DISK STAMPED BRANCH 1948 RESET 1963,
 SA2372'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SA2372'4 INCHES.  IT IS 21 FEET EAST OF THE APPROXIMATE CENTER OF A DIRT
 SA2372'ROAD, 15 FEET SOUTH OF A DIRT ROAD AND 1.5 FEET NORTHWEST OF A
 SA2372'METAL WITNESS POST.
 SA2372'
 SA2372'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 SA2372
 SA2372                          STATION RECOVERY (1982)
 SA2372
 SA2372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 SA2372'THE STATION IS LOCATED ABOUT 25.8 KM (16.05 MI) SOUTHWEST OF KIONA,
 SA2372'14.5 KM (9.00 MI) SOUTH OF PROSSER, 16.1 KM (10.00 MI) NORTH OF
 SA2372'PATTERSON AND IN THE SOUTHEAST 1/4 OF SECTION 14, T7N, R25E. THE
 SA2372'PROPERTY IS OWNED BY MR GLENN BAYNE. TO REACH FROM THE RAILROAD
 SA2372'STATION AT THE INTERSECTION OF BENNET AVENUE AND 7TH STREET IN
 SA2372'PROSSER, GO SOUTHWEST ON 7TH STREET FOR 0.64 KM (0.40 MI) TO A POINT
 SA2372'WHERE THE ROAD CURVES TO THE SOUTH.  CONTINUE AHEAD ON PATTERSON
 SA2372'AVENUE FOR 1.29 KM (0.80 MI) TO THE JUNCTION OF STATE ROUTES 22 AND
 SA2372'221.  CONTINUE SOUTH ON STATE ROUTE 221 FOR 20.28 KM (12.60 MI) TO THE
 SA2372'INTERSECTION OF SELLARDS ROAD.  TURN RIGHT AND GO WEST ON SELLARDS
 SA2372'ROAD FOR 8.05 KM (5.00 MI) TO A CROSS ROAD.  TURN LEFT AND GO SOUTH ON
 SA2372'BERT JAMES ROAD FOR 3.20 KM (2.00 MI) TO A CROSS ROAD AND THE AZIMUTH
 SA2372'MARK ON THE LEFT.  CONTINUE AHEAD SOUTH ON BERT JAMES ROAD FOR 1.53 KM
 SA2372'(0.95 MI) TO THE STATION ON THE RIGHT. THE MARK IS SET IN THE TOP OF A
 SA2372'ROUND CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT) IN DIAMETER AND IS
 SA2372'RECESSED 0.60 M (1.97 FT) BELOW THE GROUND SURFACE.  IT IS 24.125 M
 SA2372'(79.150 FT) WEST-NORTHWEST OF STATION BRANCH, 19.729 M (64.728 FT)
 SA2372'WEST-NORTHWEST OF REFERENCE MARK 2, 21.161 M (69.426 FT) NORTHWEST OF
 SA2372'REFERENCE MARK 4, 19.8 M (65.0 FT) NORTHWEST OF A WITNESS POST AND 9.4
 SA2372'M (30.8 FT) WEST OF THE CENTER OF BERT JAMES ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2315 ***********************************************************************
 SA2315  DESIGNATION -  BRASS
 SA2315  PID         -  SA2315
 SA2315  STATE/COUNTY-  WA/BENTON
 SA2315  USGS QUAD   -  WOODED ISLAND (1992)
 SA2315
 SA2315                         *CURRENT SURVEY CONTROL
 SA2315  ___________________________________________________________________
 SA2315* NAD 83(1998)-  46 28 42.48560(N)    119 16 05.10138(W)     ADJUSTED  
 SA2315* NAVD 88     -       119.7    (meters)     393.     (feet)  GPS OBS   
 SA2315  ___________________________________________________________________
 SA2315  X           -  -2,151,133.274 (meters)                     COMP
 SA2315  Y           -  -3,838,282.724 (meters)                     COMP
 SA2315  Z           -   4,602,103.578 (meters)                     COMP
 SA2315  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 SA2315  ELLIP HEIGHT-          98.02  (meters)          (07/05/01) GPS OBS
 SA2315  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SA2315
 SA2315  HORZ ORDER  -  FIRST
 SA2315  ELLP ORDER  -  FOURTH    CLASS II
 SA2315
 SA2315.The horizontal coordinates were established by GPS observations
 SA2315.and adjusted by the National Geodetic Survey in July 2001..
 SA2315.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA2315.DATUM ITEM on the data sheet items page.
 SA2315
 SA2315.The orthometric height was determined by GPS observations and a
 SA2315.high-resolution geoid model.
 SA2315
 SA2315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA2315
 SA2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2315
 SA2315.The ellipsoidal height was determined by GPS observations
 SA2315.and is referenced to NAD 83.
 SA2315
 SA2315.The geoid height was determined by GEOID03.
 SA2315
 SA2315;                    North         East     Units Scale Factor Converg.
 SA2315;SPC WA S     -   128,019.923   594,590.650   MT  0.99991632   +0 53 41.5
 SA2315;SPC WA S     -   420,012.03  1,950,752.82   sFT  0.99991632   +0 53 41.5
 SA2315;UTM  11      - 5,149,710.168   325,899.254   MT  0.99997259   -1 38 42.1
 SA2315
 SA2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2315!SPC WA S     -   0.99998463  x   0.99991632  =   0.99990096
 SA2315!UTM  11      -   0.99998463  x   0.99997259  =   0.99995723
 SA2315
 SA2315:                Primary Azimuth Mark                     Grid Az
 SA2315:SPC WA S     -  DRIFT                                    356 21 32.5
 SA2315:UTM  11      -  DRIFT                                    358 53 56.1
 SA2315
 SA2315|---------------------------------------------------------------------|
 SA2315| PID    Reference Object                     Distance      Geod. Az  |
 SA2315|                                                           dddmmss.s |
 SA2315| SA2307 DRIFT                               APPROX. 1.3 KM 3571514.0 |
 SA2315|---------------------------------------------------------------------|
 SA2315
 SA2315                          SUPERSEDED SURVEY CONTROL
 SA2315
 SA2315  NAD 83(1991)-  46 28 42.48351(N)    119 16 05.10076(W) AD(       ) 1
 SA2315  ELLIP H (10/22/93)   98.11   (m)                       GP(       ) 4 1
 SA2315  NAD 83(1991)-  46 28 42.48274(N)    119 16 05.10719(W) AD(       ) 2
 SA2315  NAD 83(1991)-  46 28 42.48518(N)    119 16 05.09805(W) AD(       ) 2
 SA2315  NAD 83(1986)-  46 28 42.49185(N)    119 16 05.09719(W) AD(       ) 2
 SA2315  NAD 27      -  46 28 42.99900(N)    119 16 01.03700(W) AD(       ) 2
 SA2315
 SA2315.Superseded values are not recommended for survey control.
 SA2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2315.See file dsdata.txt to determine how the superseded data were derived.
 SA2315
 SA2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2589949710(NAD 83)
 SA2315_MARKER: DS = TRIANGULATION STATION DISK
 SA2315_SETTING: 0 = UNSPECIFIED SETTING
 SA2315_STAMPING: BRASS 1949
 SA2315_MARK LOGO: USE   
 SA2315_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2315+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1992
 SA2315
 SA2315  HISTORY     - Date     Condition        Report By
 SA2315  HISTORY     - 1949     MONUMENTED       USE
 SA2315  HISTORY     - 1949     GOOD             USE
 SA2315  HISTORY     - 19920915 GOOD             CHANCE
 SA2315
 SA2315                          STATION DESCRIPTION
 SA2315
 SA2315'DESCRIBED BY US ENGINEERS 1949 (WRG)
 SA2315'BEGIN AT NORTH RICHLAND AND STEVENS DRIVE BARRICADE.  GO NORTH
 SA2315'0.5 MILES, PAST 3.0 AREA.  TURN RIGHT, GO NORTHEASTERLY 0.6 MILES
 SA2315'ON GRAVEL ROAD BEARING LEFT.  CROSS RAILROAD TRACK, PASS FENCED
 SA2315'BURNING AREA TO Y IN ROAD.  CONTINUE 0.5 MILES ON GRAVEL ROAD
 SA2315'BEARING LEFT TO Y.  TAKE TRACK ROAD TO RIGHT 0.15 MILES TO
 SA2315'TELEPHONE LINE.  CONTINUE ON TRACK ROAD 6.0 MILES TO OLD WIRE
 SA2315'FENCE, GO THRU FENCE ON TRACK ROAD 0.4 MILES.  LEAVE CAR, GO
 SA2315'EASTERLY ABOUT 275 FEET TO STATION.
 SA2315'
 SA2315'STATION LOCATED ABOUT 275 FEET EAST FROM TRACK ROAD, ON SHOULDER OF
 SA2315'RIVER BANK--BRONZE DISC SET IN CONCRETE MONUMENT, STAMPED BRASS
 SA2315'1949.
 SA2315
 SA2315                          STATION RECOVERY (1949)
 SA2315
 SA2315'RECOVERY NOTE BY US ENGINEERS 1949
 SA2315'RECOVERED IN GOOD CONDITION.
 SA2315
 SA2315                          STATION RECOVERY (1992)
 SA2315
 SA2315'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992
 SA2315'THE STATION IS LOCATED APPROXIMATELY 14 MI (22.53 KM) NORTH OF
 SA2315'RICHLAND, WA., ADJACENT TO THE WEST SHORE OF THE COLUMBIA RIVER.
 SA2315'TO REACH THE STATION FROM THE INTERSECTION OF SWIFT AVENUE AND JADWIN
 SA2315'BLVD. AT CITY HALL IN RICHLAND, WA., PROCEED NORTH ON JADWIN FOR 1.8
 SA2315'MI (2.90 KM) TO ITS MERGER WITH STEVENS DRIVE, CONTINUE NORTH ON
 SA2315'STEVENS DRIVE (RTE. 4) FOR 12.1 MI (19.47 KM) TO S. POWERPLANT LOOP
 SA2315'ROAD ON THE RIGHT WHICH LEADS TO WNP1 NUCLEAR POWER PLANT, (THIS ROAD
 SA2315'IS 0.7 MI (1.13 KM) NORTHWEST OF MILEPOST 20), TURN RIGHT AND PROCEED
 SA2315'NORTHERLY ON S. POWERPLANT LOOP ROAD FOR 1.7 MI (2.74 KM) TO RANGE
 SA2315'ROAD ON THE RIGHT, TURN RIGHT AND PROCEED EAST ON RANGE ROAD FOR
 SA2315'0.2 MI (0.32 KM) TO THE END OF PAVEMENT, CONTINUE EAST ALONG GRAVEL
 SA2315'ROAD FOR 0.3 MI (0.48 KM) AND BEAR LEFT, CONTINUE NORTH ON THE GRAVEL
 SA2315'ROAD FOR 0.6 MI (0.97 KM) TO A T INTERSECTION WITH A PAVED ROAD NAMED
 SA2315'PUMPHOUSE ROAD, TURN RIGHT AND PROCEED EAST ON PUMPHOUSE ROAD FOR
 SA2315'1.7 MI (2.74 KM) TO A GRAVEL ROAD LEFT, WHICH LEADS TO WNP 1 AND 4,
 SA2315'TURN LEFT AND PROCEED NORTHEAST ON THE GRAVEL ROAD FOR 0.2 MI
 SA2315'(0.32 KM) TO A PARKING AREA AND A BUILDING, CONTINUE NORTH ON A TRACK
 SA2315'ROAD FOR 0.4 MI (0.64 KM) TO THE STATION ON THE LEFT, ON THE HIGHEST
 SA2315'POINT OF NEARBY TERRAIN.  THE STATION IS 0.7 FT (0.21 M) ABOVE GROUND
 SA2315'SURFACE.
 SA2315'THE STATION IS APPROXIMATELY 400 FT (121.92 M) SOUTH OF A SIGN WHICH
 SA2315'READS --35--, 120 FT (36.58 M) WEST OF THE TRACK ROAD, AND 2 FT
 SA2315'(0.61 M) NORTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2686 ***********************************************************************
 TR2686  DESIGNATION -  BRAY
 TR2686  PID         -  TR2686
 TR2686  STATE/COUNTY-  WA/SKAGIT
 TR2686  USGS QUAD   -  DECEPTION PASS (1978)
 TR2686
 TR2686                         *CURRENT SURVEY CONTROL
 TR2686  ___________________________________________________________________
 TR2686* NAD 83(1991)-  48 26 49.69804(N)    122 40 12.44116(W)     ADJUSTED  
 TR2686* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 TR2686  ___________________________________________________________________
 TR2686  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 TR2686  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 TR2686
 TR2686  HORZ ORDER  -  THIRD
 TR2686
 TR2686.The horizontal coordinates were established by classical geodetic methods
 TR2686.and adjusted by the National Geodetic Survey in December 1991..
 TR2686
 TR2686.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2686
 TR2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2686
 TR2686.The geoid height was determined by GEOID03.
 TR2686
 TR2686;                    North         East     Units Scale Factor Converg.
 TR2686;SPC WA N     -   162,520.182   364,136.114   MT  0.99995875   -1 22 03.1
 TR2686;SPC WA N     -   533,201.63  1,194,669.90   sFT  0.99995875   -1 22 03.1
 TR2686;UTM  10      - 5,366,052.288   524,393.969   MT  0.99960731   +0 14 48.7
 TR2686
 TR2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2686!SPC WA N     -   1.00000295  x   0.99995875  =   0.99996170
 TR2686!UTM  10      -   1.00000295  x   0.99960731  =   0.99961026
 TR2686
 TR2686                          SUPERSEDED SURVEY CONTROL
 TR2686
 TR2686  NAD 83(1986)-  48 26 49.69874(N)    122 40 12.44160(W) AD(       ) 3
 TR2686  NGVD 29 (08/09/90)    2.0    (m)            7.     (f) VERT ANG       
 TR2686
 TR2686.Superseded values are not recommended for survey control.
 TR2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2686.See file dsdata.txt to determine how the superseded data were derived.
 TR2686
 TR2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2439466052(NAD 83)
 TR2686_MARKER: DD = SURVEY DISK
 TR2686_SETTING: 66 = SET IN ROCK OUTCROP
 TR2686_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TR2686_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR2686+STABILITY: POSITION/ELEVATION WELL
 TR2686
 TR2686  HISTORY     - Date     Condition        Report By
 TR2686  HISTORY     - 1981     MONUMENTED       NOS
 TR2686
 TR2686                          STATION DESCRIPTION
 TR2686
 TR2686'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RBM)
 TR2686'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF ANACORTES, ABOUT 1/2
 TR2686'MILE NORTHEAST OF BIZ POINT, ON AN OFFSHORE ROCK IN BURROWS BAY.
 TR2686'
 TR2686'THE STATION IS A NATIONAL OCEAN SURVEY DISK
 TR2686'STAMPED---BRAY 1981---CEMENTED IN A DRILL HOLE IN THE BARE BEDROCK
 TR2686'OF THE NEARLY FLAT TOP OF AN OFFSHORE ROCK THAT IS EXPOSED ABOUT
 TR2686'50 METERS IN LENGTH AND ABOUT 20 METERS WIDE AT HIGH TIDE AND
 TR2686'ABOUT 2 METERS ABOVE SEA LEVEL.
 TR2686'
 TR2686'THE STATION WAS REACHED BY BOAT, LANDING ON THE NORTHEAST SHORE OF
 TR2686'THE ROCK.
 TR2686'NO OTHER MARKS WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2214 ***********************************************************************
 SA2214  DESIGNATION -  BREAK
 SA2214  PID         -  SA2214
 SA2214  STATE/COUNTY-  WA/FRANKLIN
 SA2214  USGS QUAD   -  COLUMBIA POINT (1992)
 SA2214
 SA2214                         *CURRENT SURVEY CONTROL
 SA2214  ___________________________________________________________________
 SA2214* NAD 83(1991)-  46 20 15.44427(N)    119 15 03.78031(W)     ADJUSTED  
 SA2214* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 SA2214  ___________________________________________________________________
 SA2214  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 SA2214  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SA2214
 SA2214  HORZ ORDER  -  SECOND
 SA2214
 SA2214.The horizontal coordinates were established by classical geodetic methods
 SA2214.and adjusted by the National Geodetic Survey in December 1991..
 SA2214
 SA2214.The orthometric height was scaled from a topographic map.
 SA2214
 SA2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2214
 SA2214.The geoid height was determined by GEOID03.
 SA2214
 SA2214;                    North         East     Units Scale Factor Converg.
 SA2214;SPC WA S     -   112,387.503   596,146.313   MT  0.99992388   +0 54 26.0
 SA2214;SPC WA S     -   368,724.67  1,955,856.70   sFT  0.99992388   +0 54 26.0
 SA2214;UTM  11      - 5,134,023.393   326,761.205   MT  0.99996893   -1 37 43.9
 SA2214
 SA2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2214!SPC WA S     -   0.99998036  x   0.99992388  =   0.99990424
 SA2214!UTM  11      -   0.99998036  x   0.99996893  =   0.99994929
 SA2214
 SA2214:                Primary Azimuth Mark                     Grid Az
 SA2214:SPC WA S     -  D EWART                                  168 37 08.0
 SA2214:UTM  11      -  D EWART                                  171 09 17.9
 SA2214
 SA2214|---------------------------------------------------------------------|
 SA2214| PID    Reference Object                     Distance      Geod. Az  |
 SA2214|                                                           dddmmss.s |
 SA2214| SA2218 D EWART                             APPROX. 1.4 KM 1693134.0 |
 SA2214|---------------------------------------------------------------------|
 SA2214
 SA2214                          SUPERSEDED SURVEY CONTROL
 SA2214
 SA2214  NAD 83(1991)-  46 20 15.44605(N)    119 15 03.77801(W) AD(       ) 2
 SA2214  NAD 83(1986)-  46 20 15.45220(N)    119 15 03.77210(W) AD(       ) 2
 SA2214  NAD 27      -  46 20 15.97100(N)    119 14 59.71800(W) AD(       ) 2
 SA2214
 SA2214.Superseded values are not recommended for survey control.
 SA2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2214.See file dsdata.txt to determine how the superseded data were derived.
 SA2214
 SA2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2676134023(NAD 83)
 SA2214_MARKER: Z = SEE DESCRIPTION
 SA2214_SETTING: 0 = UNSPECIFIED SETTING
 SA2214_STAMPING: BREAK 1949
 SA2214_MARK LOGO: USE   
 SA2214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2214
 SA2214  HISTORY     - Date     Condition        Report By
 SA2214  HISTORY     - 1949     MONUMENTED       USE
 SA2214  HISTORY     - 1974     SEE DESCRIPTION  USGS
 SA2214
 SA2214                          STATION DESCRIPTION
 SA2214
 SA2214'DESCRIBED BY US ENGINEERS 1949 (WRG)
 SA2214'BEGIN AT INTERSECTION OF NORTH FOURTH AVENUE AND WEST LEWIS
 SA2214'STREET.  GO NORTH ALONG FOURTH AVENUE 0.8 MILES.  TURN LEFT, GO
 SA2214'WEST 4.1 MILES.  TURN RIGHT, GO NORTHERLY 7.9 MILES.  TURN LEFT
 SA2214'ON GRAVEL ROAD, GO SOUTHWEST 0.2 MILES TO HOUSE.  TURN RIGHT, GO
 SA2214'WEST ON TRACK ROAD THRU CULTIVATED FIELD 0.4 MILES.  TURN LEFT
 SA2214'ALONG EDGE OF FIELD ACROSS DRAW.  GO SOUTHWEST ACROSS CULTIVATED
 SA2214'FIELD 0.2 MILES TO STATION.
 SA2214'
 SA2214'LOCATED ACROSS FROM LARGE PLANT BUILDING ACROSS RIVER.  LOCATED
 SA2214'ON SHOULDER OF HILL ABOVE LEFT BANK NEAR EDGE OF CULTIVATED
 SA2214'FIELD.  BRONZE DISC SET IN CONCRETE MONUMENT, STAMPED BREAK 1949.
 SA2214
 SA2214                          STATION RECOVERY (1974)
 SA2214
 SA2214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA2214'PASCO COURTHOUSE, NORTH ON N 4TH AVE. 0.3 MI INTERSECTION, TURN
 SA2214'LEFT, WEST ON COURT ST. 4.0 MI. INTERSECTION, TURN RIGHT, NORTH
 SA2214'ON ROAD 68 4.2 MI. TO FORK, TAKE LEFT FORK, NW ON ROAD 68 2.6
 SA2214'MI. INTERSECTION, TURN LEFT, WEST ON SELPH LANDING ROAD 0.7
 SA2214'MI. T-RD. TURN RIGHT ON FRASER ROAD 0.5 MI. T-RD. (ON NORTH SIDE
 SA2214'OF DITCH) TURN LEFT ON FIELD ROAD, WEST 0.45 MI. POINT WHERE ROAD
 SA2214'BENDS NORTH, CONTINUE 0.05 MI. ABOUT 75 FT WEST OF FIELD ROAD
 SA2214'AT EDGE OF BLUFF.  A STANDARD USCE DISK SET ON TOP OF CONCRETE
 SA2214'POST 0.6 FT. ABOVE GROUND.  STAMPED BREAK 1949
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2495 ***********************************************************************
 TR2495  DESIGNATION -  BREAKWATER 1892
 TR2495  PID         -  TR2495
 TR2495  STATE/COUNTY-  WA/CLALLAM
 TR2495  USGS QUAD   -  JOYCE (1979)
 TR2495
 TR2495                         *CURRENT SURVEY CONTROL
 TR2495  ___________________________________________________________________
 TR2495* NAD 83(1991)-  48 09 51.86986(N)    123 43 42.29141(W)     ADJUSTED  
 TR2495* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 TR2495  ___________________________________________________________________
 TR2495  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 TR2495  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 TR2495
 TR2495  HORZ ORDER  -  SECOND
 TR2495
 TR2495.The horizontal coordinates were established by classical geodetic methods
 TR2495.and adjusted by the National Geodetic Survey in December 1991..
 TR2495
 TR2495.The orthometric height was scaled from a topographic map.
 TR2495
 TR2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2495
 TR2495.The geoid height was determined by GEOID03.
 TR2495
 TR2495;                    North         East     Units Scale Factor Converg.
 TR2495;SPC WA N     -   133,511.961   284,704.052   MT  0.99994258   -2 09 19.6
 TR2495;SPC WA N     -   438,030.49    934,066.54   sFT  0.99994258   -2 09 19.6
 TR2495;UTM  10      - 5,334,830.314   445,836.596   MT  0.99963605   -0 32 33.8
 TR2495
 TR2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2495!SPC WA N     -   0.99999984  x   0.99994258  =   0.99994242
 TR2495!UTM  10      -   0.99999984  x   0.99963605  =   0.99963589
 TR2495
 TR2495                          SUPERSEDED SURVEY CONTROL
 TR2495
 TR2495  NAD 83(1986)-  48 09 51.86949(N)    123 43 42.29565(W) AD(       ) 2
 TR2495  NAD 27      -  48 09 52.55100(N)    123 43 37.58200(W) AD(       ) 2
 TR2495
 TR2495.Superseded values are not recommended for survey control.
 TR2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2495.See file dsdata.txt to determine how the superseded data were derived.
 TR2495
 TR2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU4583734830(NAD 83)
 TR2495
 TR2495  HISTORY     - Date     Condition        Report By
 TR2495  HISTORY     - 1892     MONUMENTED       CGS
 TR2495  HISTORY     - 1908     SEE DESCRIPTION  CGS
 TR2495  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TR2495  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TR2495  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR2495  HISTORY     - 1962     SEE DESCRIPTION  LOCENG
 TR2495  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TR2495
 TR2495                          STATION DESCRIPTION
 TR2495
 TR2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (JJG)
 TR2495'THIS SIGNAL IS ON THE BLUFF AT THE BASE OF THE BREAKWATER AT PORT
 TR2495'CRESCENT.  IT IS REFERRED TO THREE LARGE FIR STUMPS.  ONE ABOUT 5
 TR2495'FEET THROUGH AND 6 FEET HIGH STANDS NEAR THE EDGE OF THE CLIFF
 TR2495'NEARLY IN THE LINE OF THE BREAKWATER AS NOW FINISHED--FROM THIS
 TR2495'STUMP A LITTLE TO THE E OF THE LINE TO THE HOTEL ON THE BEACH IS
 TR2495'ANOTHER STUMP, TALLER AND NEARLY AS LARGE.  STATION IS IN THIS
 TR2495'LINE, 11 PACES FROM STUMP NO.1 AND 15 PACES FROM STUMP NO.2.
 TR2495'STUMP NO.3 IS NEARLY AT RIGHT ANGLES TO EASTWARD, DISTANT 6-1/2
 TR2495'PACES.  STATION IS MARKED ONE FOOT BENEATH SURFACE BY A
 TR2495'LARGE STONE HAVING 5/8-INCH HOLE DRILLED 2 INCHES DEEP.
 TR2495'STUBS E, W, AND S EACH MARKED WITH COPPER TACK 6 FEET FROM
 TR2495'CENTER.  POLE IS 8 BY 8 INCHES BY 36 FEET, HAS 4 LONG BRACES
 TR2495'AND TIE BRACES, BOARDED ON NE, NW AND SW FACES, ALL
 TR2495'WHITE-WASHED.  THIS STATION IS ABOUT 40 FEET ABOVE TIDES.  THE
 TR2495'BLUFF IS TWO OR THREE FEET HIGHER AT THE BRINK THAN AT
 TR2495'STATION.
 TR2495
 TR2495                          STATION RECOVERY (1908)
 TR2495
 TR2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1908 (WCD)
 TR2495'STATION RECOVERED.  SIGNAL STANDING.
 TR2495
 TR2495                          STATION RECOVERY (1926)
 TR2495
 TR2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR2495'STATION RECOVERED AS DESCRIBED AND IS STILL STANDING AND IN GOOD
 TR2495'CONDITION AND HAS BEEN MADE STRONGER BY REBRACING.  SIGNAL NOT
 TR2495'VISIBLE FROM THE WATER DUE TO A YOUNG GROWTH OF TREES.  ONE
 TR2495'STANDARD REFERENCE MARK ESTABLISHED IN 8-INCH SEWER PIPE 4-INCHES
 TR2495'ABOVE THE GROUND.
 TR2495'
 TR2495'THIS OLD SIGNAL IS NOW STANDING ABOUT IN THE CENTER OF A GROUP OF
 TR2495'YOUNG FIR TREES (ABOUT FIVE, APPROXIMATELY 9 INCHES IN DIAMETER.)
 TR2495'
 TR2495'REFERENCE MARK 1.4 METERS 90 DEG (TRUE) FROM STATION.
 TR2495'
 TR2495'REFERENCE MARK PROTECTED BY PILE OF ROCKS.
 TR2495
 TR2495                          STATION RECOVERY (1931)
 TR2495
 TR2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (KTA)
 TR2495'STATION RECOVERED AS DESCRIBED.  SIGNAL IS STILL STANDING.  THE
 TR2495'CENTER HOLE AND TRIPOD ARE IN GOOD CONDITION.  IT IS NOT VISIBLE
 TR2495'FROM THE WATER DUE TO HEAVY GROWTH OF BRUSH AND TREES.
 TR2495'
 TR2495'THE THREE LARGE FIR STUMPS USED AS REFERENCE MARKS AS DESCRIBED
 TR2495'IN THE ORIGINAL DESCRIPTION WERE ALL RECOVERED.  THE STANDARD
 TR2495'REFERENCE MARK ESTABLISHED IN 8-INCH SEWER PIPE, 4 INCHES ABOVE
 TR2495'GROUND BY H.A. COTTON IN 1926 WAS ALSO RECOVERED.
 TR2495
 TR2495                          STATION RECOVERY (1942)
 TR2495
 TR2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2495'MOST OF THE 1892 DESCRIPTION IS VALUELESS, SO GREAT HAVE BEEN THE
 TR2495'CHANGES IN THE VICINITY.  THERE IS NO EVIDENCE OF THE BREAKWATER
 TR2495'NOW.  THE REFERENCE MARK ESTABLISHED BY H.A.C. IN 1926 WAS FOUND
 TR2495'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 TR2495'
 TR2495'ON THE SMALL PENINSULA BETWEEN AGATE AND CRESCENT BAYS, ABOUT 16
 TR2495'MILES W OF PORT ANGELES, 3 MILES N OF JOYCE.  IT IS ON THE BLUFF
 TR2495'THAT SEES INTO CRESCENT BAY AND OUT INTO THE STRAITS.  ABOUT 40
 TR2495'FEET FROM THE NE EDGE OF BLUFF, NOT ON THE HIGHEST GROUND IN
 TR2495'VICINITY.  LAND IN VICINITY SLOPES GENTLY TO SOUTHEASTWARD AND IS
 TR2495'COVERED BY GROWTH OF MEDIUM SIZE TREES.
 TR2495'
 TR2495'THE SUB-SURFACE MARK IS A BURIED BOULDER WITH 1/2-INCH DRILL HOLE
 TR2495'IN ITS TOP.
 TR2495'
 TR2495'THE SURFACE MARK ESTABLISHED IN 1942 IS A 2-INCH CAST-IRON PIPE
 TR2495'WITH A BRONZE DISK WELDED INTO ONE END.  THE PIPE IS SET IN A
 TR2495'CONCRETE POST.
 TR2495'
 TR2495'THE REFERENCE MARK ESTABLISHED IN 1926 IS A BRONZE DISK SET IN
 TR2495'AN 8-INCH CONCRETE-FILLED SEWER TILE THAT PROJECTS 4 INCHES,
 TR2495'PROTECTED BY A PILE OF STONES.  IT IS E OF THE STATION 4.64
 TR2495'FEET.  THE OLD 8- BY 8-INCH SIGNAL POLE, 36 FEET LONG, IS STILL
 TR2495'STANDING AND WILL SERVE TO AID RECOVERY OF THE STATION.
 TR2495'
 TR2495'A VISTA THROUGH THE TREES WAS CLEARED TO STATION TONGUE POINT
 TR2495'MONUMENT.  BREAKWATER IS AZIMUTH MARK FOR TONGUE POINT MONUMENT.  IT
 TR2495'WAS NOT OCCUPIED IN 1942.
 TR2495'
 TR2495'TO REACH FROM PORT ANGELES GO W ON STATE ROUTE 9A FOR 16.4 MILES
 TR2495'TO JOYCE, THEN N ON GRAVEL ROAD 2.5 MILES TO CRESCENT BAY, FOLLOW
 TR2495'ROAD WESTWARD AROUND CRESCENT BAY, THEN FOLLOW BEACH AND TRAILS 0.3
 TR2495'MILE FROM END OF ROAD TO STATION.
 TR2495
 TR2495                          STATION RECOVERY (1962)
 TR2495
 TR2495'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 TR2495'STATION FOUND IN GOOD CONDITION.  IT STICKS UP AT LEAST 1 FT ABOVE
 TR2495'GROUND.
 TR2495'
 TR2495'REFERENCE MARKS FOUND IN GOOD CONDITION.  THE ONLY CLOSE EASY
 TR2495'AZIMUTH IS TONGUE POINT REFERENCE MARK, AS STATION IS IN HEAVY
 TR2495'BRUSH AND IN A LOW POCKET COMPARED TO CLIFF EDGE.
 TR2495
 TR2495                          STATION RECOVERY (1974)
 TR2495
 TR2495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (KWJ)
 TR2495'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 TR2495'IN GOOD CONDITION.  THE STATION IS IN HEAVY GROWTH OF TREES
 TR2495'BELOW THE TOP OF AND APPROXIMATELY 100 FEET SOUTH OF THE EDGE OF
 TR2495'THE BLUFF.  A CLEAR SHOT TO TONGUE POINT REFERENCE MONUMENT STILL
 TR2495'REMAINS THROUGH THE TREES.  THE CONCRETE IN WHICH THE STATION IS
 TR2495'SEATED PROJECTS 6 INCHES ABOVE THE GROUND.
 TR2495'
 TR2495'TO REACH THE STATION FROM THE INTERSECTION OF FIRST AND LINCOLN
 TR2495'STREETS IN PORT ANGELES GO SOUTH AND WEST ON STATE HIGHWAY 112 13.2
 TR2495'MILES TO SALT CREEK GROCERY AND A PAVED ROAD ON THE RIGHT.  TURN
 TR2495'RIGHT ON THIS ROAD (CAMP HAYDEN ROAD) AND PROCEED 3.7 MILES TO A
 TR2495'BRIDGE CROSSING SALT CREEK.  CONTINUE ON THIS PAVED ROAD 1.3
 TR2495'MILES TO THE AGATE AND CRESENT BEACH PARK OFFICE IN THE SOUTHWEST
 TR2495'CORNER OF CRESENT BAY.  FROM THE VICINITY OT THE PARK OFFICE PACK
 TR2495'NORTH DOWN THE BEACH 0.3 MILES AND UP TRAILS THRUOGH THE WOODS
 TR2495'0.1 MILE TO THE STATION.
 TR2495'
 TR2495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 12 MILES WEST
 TR2495'NORTHWEST OF PORT ANGELES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4830 ***********************************************************************
 SY4830  DESIGNATION -  BREK
 SY4830  PID         -  SY4830
 SY4830  STATE/COUNTY-  WA/KING
 SY4830  USGS QUAD   -  
 SY4830
 SY4830                         *CURRENT SURVEY CONTROL
 SY4830  ___________________________________________________________________
 SY4830* NAD 83(1991)-  47 41 11.00045(N)    122 24 20.42259(W)     ADJUSTED  
 SY4830* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 SY4830  ___________________________________________________________________
 SY4830  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 SY4830  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SY4830
 SY4830  HORZ ORDER  -  THIRD
 SY4830
 SY4830.The horizontal coordinates were established by classical geodetic methods
 SY4830.and adjusted by the National Geodetic Survey in December 1991..
 SY4830
 SY4830.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4830
 SY4830.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4830
 SY4830.The geoid height was determined by GEOID03.
 SY4830
 SY4830;                    North         East     Units Scale Factor Converg.
 SY4830;SPC WA N     -    77,519.847   381,965.936   MT  0.99997045   -1 10 14.3
 SY4830;SPC WA N     -   254,329.70  1,253,166.58   sFT  0.99997045   -1 10 14.3
 SY4830;UTM  10      - 5,281,615.686   544,602.077   MT  0.99962445   +0 26 22.2
 SY4830
 SY4830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4830!SPC WA N     -   1.00000297  x   0.99997045  =   0.99997342
 SY4830!UTM  10      -   1.00000297  x   0.99962445  =   0.99962742
 SY4830
 SY4830:                Primary Azimuth Mark                     Grid Az
 SY4830:SPC WA N     -  SEVEN USE 1973                           013 57 52.0
 SY4830:UTM  10      -  SEVEN USE 1973                           012 21 15.5
 SY4830
 SY4830|---------------------------------------------------------------------|
 SY4830| PID    Reference Object                     Distance      Geod. Az  |
 SY4830|                                                           dddmmss.s |
 SY4830| SY4826 SEVEN USE 1973                      APPROX. 0.6 KM 0124737.7 |
 SY4830| SY4833 SB 3                                416.061 METERS 2013117.6 |
 SY4830| SY4832 SB 4                                153.190 METERS 20133     |
 SY4830| SY4779 WEST PT LIGHTHOUSE                  APPROX. 3.5 KM 2194312.4 |
 SY4830|---------------------------------------------------------------------|
 SY4830
 SY4830                          SUPERSEDED SURVEY CONTROL
 SY4830
 SY4830  NAD 83(1986)-  47 41 10.99471(N)    122 24 20.42671(W) AD(       ) 3
 SY4830  NAD 27      -  47 41 11.64247(N)    122 24 15.95874(W) AD(       ) 3
 SY4830  NGVD 29 (07/19/86)    3.6    (m)           12.     (f) VERT ANG       
 SY4830
 SY4830.Superseded values are not recommended for survey control.
 SY4830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4830.See file dsdata.txt to determine how the superseded data were derived.
 SY4830
 SY4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4460281616(NAD 83)
 SY4830_MARKER: DE = TRAVERSE STATION DISK
 SY4830_SETTING: 80 = SET IN A BOULDER
 SY4830_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SY4830_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY4830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4830+STABILITY: SURFACE MOTION
 SY4830
 SY4830  HISTORY     - Date     Condition        Report By
 SY4830  HISTORY     - 1979     MONUMENTED       NOS
 SY4830
 SY4830                          STATION DESCRIPTION
 SY4830
 SY4830'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RBM)
 SY4830'THE STATION IS LOCATED IN THE CITY OF SEATTLE, IN
 SY4830'SHILSHOLE BAY, ON THE SHILSHOLE BAY BREAKWATER,
 SY4830'ABOUT 150 YARDS SOUTH OF THE NORTH END OF THE
 SY4830'BREAKWATER, ABOUT 9.2 METERS NORTH OF THE WESTERLY
 SY4830'PROLONGATION OF THE SOUTH EDGE OF SMALL BOAT SLIP V
 SY4830'AND ABOUT 12 FEET ABOVE SEA LEVEL.
 SY4830'THE STATION IS A STANDARD NOS DISK STAMPED---BREK 1979---,
 SY4830'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER ON
 SY4830'THE CENTERLINE OF THE BREAKWATER, 4.15 METERS SOUTH
 SY4830'OF A WOODEN SIGN PER (NO FISHING WITHIN MARINA).
 SY4830'NO OTHER MARKS WERE SET.
 SY4830'THE STATION WAS REACHED BY SMALL BOAT, LANDING NEAR
 SY4830'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5640 ***********************************************************************
 SY5640  CBN         -  This is a Cooperative Base Network Control Station.
 SY5640  PACS        -  This is a Primary Airport Control Station.
 SY5640  DESIGNATION -  BREMERTON AIR
 SY5640  PID         -  SY5640
 SY5640  STATE/COUNTY-  WA/KITSAP
 SY5640  USGS QUAD   -  WILDCAT LAKE (1978)
 SY5640
 SY5640                         *CURRENT SURVEY CONTROL
 SY5640  ___________________________________________________________________
 SY5640* NAD 83(1998)-  47 30 00.34000(N)    122 45 26.58402(W)     ADJUSTED  
 SY5640* NAVD 88     -       137.228  (meters)     450.22   (feet)  ADJUSTED  
 SY5640  ___________________________________________________________________
 SY5640  X           -  -2,335,821.452 (meters)                     COMP
 SY5640  Y           -  -3,630,412.695 (meters)                     COMP
 SY5640  Z           -   4,679,589.789 (meters)                     COMP
 SY5640  LAPLACE CORR-          -6.56  (seconds)                    DEFLEC99
 SY5640  ELLIP HEIGHT-         115.22  (meters)          (07/02/01) GPS OBS
 SY5640  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 SY5640  DYNAMIC HT  -         137.256 (meters)     450.31  (feet)  COMP
 SY5640  MODELED GRAV-     980,812.6   (mgal)                       NAVD 88
 SY5640
 SY5640  HORZ ORDER  -  B
 SY5640  VERT ORDER  -  SECOND    CLASS II
 SY5640  ELLP ORDER  -  THIRD     CLASS II
 SY5640
 SY5640.This mark is at Bremerton Natonal Airport (PWT)
 SY5640
 SY5640.The horizontal coordinates were established by GPS observations
 SY5640.and adjusted by the National Geodetic Survey in July 2001..
 SY5640.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY5640.DATUM ITEM on the data sheet items page.
 SY5640
 SY5640.The orthometric height was determined by differential leveling
 SY5640.and adjusted by the National Geodetic Survey in April 1995..
 SY5640
 SY5640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY5640
 SY5640.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5640
 SY5640.The ellipsoidal height was determined by GPS observations
 SY5640.and is referenced to NAD 83.
 SY5640
 SY5640.The geoid height was determined by GEOID03.
 SY5640
 SY5640.The dynamic height is computed by dividing the NAVD 88
 SY5640.geopotential number by the normal gravity value computed on the
 SY5640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5640.degrees latitude (g = 980.6199 gals.).
 SY5640
 SY5640.The modeled gravity was interpolated from observed gravity values.
 SY5640
 SY5640;                    North         East     Units Scale Factor Converg.
 SY5640;SPC WA N     -    57,413.735   355,050.490   MT  0.99999998   -1 25 57.0
 SY5640;SPC WA N     -   188,364.90  1,164,861.48   sFT  0.99999998   -1 25 57.0
 SY5640;UTM  10      - 5,260,768.752   518,272.172   MT  0.99960410   +0 10 44.0
 SY5640
 SY5640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5640!SPC WA N     -   0.99998194  x   0.99999998  =   0.99998192
 SY5640!UTM  10      -   0.99998194  x   0.99960410  =   0.99958605
 SY5640
 SY5640                          SUPERSEDED SURVEY CONTROL
 SY5640
 SY5640  NAD 83(1998)-  47 30 00.33957(N)    122 45 26.58507(W) AD(       ) B
 SY5640  ELLIP H (07/23/97)  115.26   (m)                       GP(       ) 3 1
 SY5640  NAD 83(1991)-  47 30 00.33905(N)    122 45 26.58469(W) AD(       ) B
 SY5640  ELLIP H (05/29/91)  115.39   (m)                       GP(       ) 4 1
 SY5640  NAVD 88 (07/23/97)  137.23   (m)          450.2    (f) LEVELING    3  
 SY5640  NGVD 29 (05/29/91)  136.16   (m)          446.7    (f) LEVELING    3  
 SY5640
 SY5640.Superseded values are not recommended for survey control.
 SY5640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5640.See file dsdata.txt to determine how the superseded data were derived.
 SY5640
 SY5640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1827260769(NAD 83)
 SY5640_MARKER: DH = HORIZONTAL CONTROL DISK
 SY5640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5640_SP_SET: CONCRETE POST
 SY5640_STAMPING: BREMERTON AIR 1990
 SY5640_MARK LOGO: NGS   
 SY5640_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5640+STABILITY: SURFACE MOTION
 SY5640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5640+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1997
 SY5640
 SY5640  HISTORY     - Date     Condition        Report By
 SY5640  HISTORY     - 1990     MONUMENTED       NGS
 SY5640  HISTORY     - 19910212 GOOD
 SY5640  HISTORY     - 19960811 GOOD             CHANCE
 SY5640  HISTORY     - 19970927 GOOD             NGS
 SY5640  HISTORY     - 20020709 GOOD             INDIV
 SY5640
 SY5640                          STATION DESCRIPTION
 SY5640
 SY5640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SY5640'THE STATION IS LOCATED ABOUT 29.0 KM (18.0 MI) SOUTH OF POULSBO, 25.7
 SY5640'KM (16.0 MI) NORTHEAST OF TAHUYA, 19.3 KM (12.0 MI) SOUTHWEST OF
 SY5640'MANCHESTER AND AT THE BREMERTON NATIONAL AIRPORT.
 SY5640'TO REACH FROM THE JUNCTION OF STATE ROUTES 3 AND 16 AT GORST, GO
 SY5640'SOUTHWEST ON STATE ROUTE 3 FOR 5.39 KM (3.35 MI) TO A SIDE ROAD LEFT
 SY5640'AND A GATE.  TURN LEFT AND THEN LEFT AGAIN AND GO NORTH ALONG THE
 SY5640'OUTSIDE OF THE FENCE FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 SY5640'RIGHT.
 SY5640'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 SY5640'WITH THE GROUND SURFACE.  IT IS 23.2 M (76.1 FT) EAST OF THE CENTER
 SY5640'OF STATE ROUTE 3, 6.1 M (20.0 FT) WEST OF THE AIRPORT PERIMITER
 SY5640'FENCE, 3.7 M (12.1 FT) WEST OF A STEEL POST AND 0.6 M (2.0 FT) EAST
 SY5640'OF A WITNESS POST.
 SY5640
 SY5640                          STATION RECOVERY (1991)
 SY5640
 SY5640'RECOVERED 1991
 SY5640'RECOVERED IN GOOD CONDITION.
 SY5640
 SY5640                          STATION RECOVERY (1996)
 SY5640
 SY5640'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SY5640'NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 25 MILES (40.2
 SY5640'KM) NE OF SHELTON, 7.5 MILES (12.1 KM) SOUTHWEST OF BREMERTON, AND 3.5
 SY5640'MILES (5.6 KM) SOUTHWEST OF GORST, OUTSIDE THE PERIMETER FENCE
 SY5640'SURRROUNDING THE BREMERTON NATIONAL AIRPORT  TO REACH THE STATION FROM
 SY5640'THE JUNCTION OF STATE ROUTES 3 AND 16 IN GORST, PROCEED WEST AND SOUTH
 SY5640'ALONG STATE ROUTE 3 FOR 3.35 MILES (5.39 KM) TO A DIRT TRACK ON THE
 SY5640'LEFT.  TURN LEFT AND PROCEED EAST 100 FT (30.5 M) AND THEN LEFT AGAIN
 SY5640'ON A SECOND DIRT TRACK, PROCEED NORTH 0.05 MILES (0.08 KM) TO THE
 SY5640'STATION ON THE RIGHT  THE STATION IS A STANDARD NGS HORIZONTAL CONTROL
 SY5640'MARK DISK SET IN TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 SY5640'GROUND.  THE STATION IS LOCATED 5.4 M (17.7 FT) NORTHWEST OF THE
 SY5640'FENCELINE, 23.1 M (75.8 FT) SOUTHEAST OF THE CENTERLINE OF STATE ROUTE
 SY5640'3, 0.5 METERS (1.6 FT) EAST OF A WITNESS POST, 25.5 M (83.7 FT) SOUTH
 SY5640'OF AN -UNDERGROUND CABLE- WOODEN SIGN POST, AND 82.8 M (271.7 FT)
 SY5640'NORTHEAST OF THE CENTERLINE OF A GATE IN THE FENCELINE  THE STATION IS
 SY5640'AN ORDER B HARN STATION AND HAS ALSO BEEN DESIGNATED AS A PRIMARY
 SY5640'AIRPORT CONTROL STATION (PACS) - WASHINGTON ANA SURVEYS 1996
 SY5640
 SY5640                          STATION RECOVERY (1997)
 SY5640
 SY5640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 SY5640'RECOVERED AS DESCRIBED.
 SY5640
 SY5640                          STATION RECOVERY (2002)
 SY5640
 SY5640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RR)
 SY5640'BREMERTON NATIONAL AIRPORT NGS SURVEY MARKER
 SY5640' 
 SY5640'INNCORRECT - N 47 30 00 X W 122 45 26
 SY5640'US COAST AND GEODETIC SURVEY BENCHMARK E254/1944
 SY5640' 
 SY5640'CORRECT - 0.46 KM SW AT ABOUT 200 DEGREES
 SY5640'N 47 29 48.5 X W 122 47 39.7
 SY5640'NE CORNER OF AN AIRPORT SERVICE HANGER.
 SY5640' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5353 ***********************************************************************
 SY5353  DESIGNATION -  BREMERTON METH CHURCH STEEPLE
 SY5353  PID         -  SY5353
 SY5353  STATE/COUNTY-  WA/KITSAP
 SY5353  USGS QUAD   -  BREMERTON WEST (1981)
 SY5353
 SY5353                         *CURRENT SURVEY CONTROL
 SY5353  ___________________________________________________________________
 SY5353* NAD 83(1991)-  47 33 59.98905(N)    122 37 36.16562(W)     ADJUSTED  
 SY5353* NAVD 88     -                                                        
 SY5353  ___________________________________________________________________
 SY5353  LAPLACE CORR-         -14.23  (seconds)                    DEFLEC99
 SY5353  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY5353
 SY5353  HORZ ORDER  -  THIRD
 SY5353
 SY5353.The horizontal coordinates were established by classical geodetic methods
 SY5353.and adjusted by the National Geodetic Survey in December 1991..
 SY5353
 SY5353
 SY5353.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5353
 SY5353.The geoid height was determined by GEOID03.
 SY5353
 SY5353;                    North         East     Units Scale Factor Converg.
 SY5353;SPC WA N     -    64,575.158   365,065.337   MT  0.99998823   -1 20 06.7
 SY5353;SPC WA N     -   211,860.33  1,197,718.53   sFT  0.99998823   -1 20 06.7
 SY5353;UTM  10      - 5,268,206.020   528,077.925   MT  0.99960969   +0 16 31.8
 SY5353
 SY5353                          SUPERSEDED SURVEY CONTROL
 SY5353
 SY5353  NAD 83(1986)-  47 33 59.98324(N)    122 37 36.17238(W) AD(       ) 4
 SY5353  NAD 27      -  47 34 00.63800(N)    122 37 31.70300(W) AD(       ) 3
 SY5353
 SY5353.Superseded values are not recommended for survey control.
 SY5353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5353.See file dsdata.txt to determine how the superseded data were derived.
 SY5353
 SY5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2807868206(NAD 83)
 SY5353
 SY5353  HISTORY     - Date     Condition        Report By
 SY5353  HISTORY     - UNK      MONUMENTED
 SY5353  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SY5353  HISTORY     - 19950512 MARK NOT FOUND   USPSQD
 SY5353  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY5353
 SY5353                          STATION DESCRIPTION
 SY5353
 SY5353'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (AMS)
 SY5353'STATION LOST.  THE BRICK METHODIST CHURCH, THAT NOW STANDS ON THIS
 SY5353'SITE, (NE CORNER OF FIFTH STREET AND PACIFIC AVENUE), HAS A FLAT TOP
 SY5353'CUPOLA INSTEAD OF A STEEPLE, AND DOES NOT CORRESPOND WITH THE
 SY5353'DESCRIPTION OF THE OLD STATION.
 SY5353
 SY5353                          STATION RECOVERY (1995)
 SY5353
 SY5353'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY5353'MARK NOT FOUND.
 SY5353
 SY5353                          STATION RECOVERY (2001)
 SY5353
 SY5353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5353'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5402 ***********************************************************************
 SY5402  DESIGNATION -  BREMERTON NAVY RADAR COLLIM TR
 SY5402  PID         -  SY5402
 SY5402  STATE/COUNTY-  WA/KITSAP
 SY5402  USGS QUAD   -  BREMERTON WEST (1981)
 SY5402
 SY5402                         *CURRENT SURVEY CONTROL
 SY5402  ___________________________________________________________________
 SY5402* NAD 83(1991)-  47 33 27.98775(N)    122 38 24.49678(W)     ADJUSTED  
 SY5402* NAVD 88     -                                                        
 SY5402  ___________________________________________________________________
 SY5402  LAPLACE CORR-         -13.92  (seconds)                    DEFLEC99
 SY5402  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 SY5402
 SY5402  HORZ ORDER  -  THIRD
 SY5402
 SY5402.The horizontal coordinates were established by classical geodetic methods
 SY5402.and adjusted by the National Geodetic Survey in December 1991..
 SY5402
 SY5402
 SY5402.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5402
 SY5402.The geoid height was determined by GEOID03.
 SY5402
 SY5402;                    North         East     Units Scale Factor Converg.
 SY5402;SPC WA N     -    63,610.746   364,032.193   MT  0.99998972   -1 20 42.7
 SY5402;SPC WA N     -   208,696.26  1,194,328.95   sFT  0.99998972   -1 20 42.7
 SY5402;SPC WA S     -   249,449.059   338,941.585   MT  1.00005913   -1 33 16.5
 SY5402;SPC WA S     -   818,400.79  1,112,010.85   sFT  1.00005913   -1 33 16.5
 SY5402;UTM  10      - 5,267,213.326   527,072.680   MT  0.99960901   +0 15 56.0
 SY5402
 SY5402                          SUPERSEDED SURVEY CONTROL
 SY5402
 SY5402  NAD 83(1986)-  47 33 27.98196(N)    122 38 24.50407(W) AD(       ) 4
 SY5402  NAD 27      -  47 33 28.63900(N)    122 38 20.02900(W) AD(       ) 3
 SY5402
 SY5402.Superseded values are not recommended for survey control.
 SY5402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5402.See file dsdata.txt to determine how the superseded data were derived.
 SY5402
 SY5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2707367213(NAD 83)
 SY5402_MARKER: L = ABSOLUTE GRAVITY STATION PLUG
 SY5402_SETTING: 0 = UNSPECIFIED SETTING
 SY5402_PROJECTION: FLUSH
 SY5402_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5402
 SY5402  HISTORY     - Date     Condition        Report By
 SY5402  HISTORY     - 1965     MONUMENTED       CGS
 SY5402  HISTORY     - 19800101 SEE DESCRIPTION  NOS
 SY5402  HISTORY     - 20010331 GOOD             NGS
 SY5402
 SY5402                          STATION DESCRIPTION
 SY5402
 SY5402'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5402'STATION IS THE TOP CENTER OF THE RADAR COLLIMATION TOWER AT THE
 SY5402'PUGET SOUND NAVY YARD IN BREMERTON.  IT IS A GRAY COLORED, 200-FOOT
 SY5402'TOWER LOCATED ABOUT 35 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF
 SY5402'BUILDING NO. 480.
 SY5402
 SY5402                          STATION RECOVERY (1980)
 SY5402
 SY5402'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (AJP)
 SY5402'THE TOWER WAS MOVED IN THE EARLY 1970S TO ITS PRESENT POSITION ABOUT
 SY5402'70 M (229.7 FT) SW OF THE LAST POSITION.  THE 1965 POSITION AND
 SY5402'DESCRIPTION BY H.J.SEABORG NO LONGER APPLIES.  THE FOLLOWING
 SY5402'DESCRIPTION AND ACCOMPANYING POSITION SHOULD BE SUBSTITUTED. THE
 SY5402'STATION IS THE RED FLASHING LIGHT ON TOP OF THE RADAR COLLIMATION
 SY5402'TOWER AT THE PUGET SOUND NAVAL SHIPYARD AT BREMERTON.  THE TOWER IS
 SY5402'ABOUT 200 FT (61.0 M) HIGH, GRAY COLORED, AND HAS A SLENDER
 SY5402'STEEL-SKELETON CONSTRUCTION.  THE TOWER IS LOCATED ABOUT 50 FT (15.2
 SY5402'M) S OF BLDG 851 AND ABOUT 50 FT (15.2 M) EAST OF BLDG 368. DESCRIBED
 SY5402'BY V.D.ROSS
 SY5402
 SY5402                          STATION RECOVERY (2001)
 SY5402
 SY5402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5402'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH6665 ***********************************************************************
 AH6665  DESIGNATION -  BREMERTON NAVY RADAR COLLIM TR
 AH6665  PID         -  AH6665
 AH6665  STATE/COUNTY-  WA/KITSAP
 AH6665  USGS QUAD   -  BREMERTON WEST (1981)
 AH6665
 AH6665                         *CURRENT SURVEY CONTROL
 AH6665  ___________________________________________________________________
 AH6665* NAD 83(1991)-  47 33 25.99883(N)    122 38 26.33292(W)     ADJUSTED  
 AH6665* NAVD 88     -                                                        
 AH6665  ___________________________________________________________________
 AH6665  LAPLACE CORR-         -13.90  (seconds)                    DEFLEC99
 AH6665  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 AH6665
 AH6665  HORZ ORDER  -  THIRD
 AH6665
 AH6665.The horizontal coordinates were established by classical geodetic methods
 AH6665.and adjusted by the National Geodetic Survey in December 1998..
 AH6665
 AH6665
 AH6665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6665
 AH6665.The geoid height was determined by GEOID03.
 AH6665
 AH6665;                    North         East     Units Scale Factor Converg.
 AH6665;SPC WA N     -    63,550.240   363,992.376   MT  0.99998982   -1 20 44.1
 AH6665;SPC WA N     -   208,497.75  1,194,198.32   sFT  0.99998982   -1 20 44.1
 AH6665;UTM  10      - 5,267,151.747   527,034.593   MT  0.99960898   +0 15 54.7
 AH6665
 AH6665                          SUPERSEDED SURVEY CONTROL
 AH6665
 AH6665.No superseded survey control is available for this station.
 AH6665
 AH6665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2703567152(NAD 83)
 AH6665_MARKER: L = ABSOLUTE GRAVITY STATION PLUG
 AH6665_SETTING: 0 = UNSPECIFIED SETTING
 AH6665_PROJECTION: FLUSH
 AH6665_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6665
 AH6665  HISTORY     - Date     Condition        Report By
 AH6665  HISTORY     - UNK      MONUMENTED
 AH6665  HISTORY     - 19800101 SEE DESCRIPTION  NOS
 AH6665
 AH6665                          STATION DESCRIPTION
 AH6665
 AH6665'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (AJP)
 AH6665'THE TOWER WAS MOVED IN THE EARLY 1970S TO ITS PRESENT POSITION ABOUT
 AH6665'70 M (229.7 FT) SW OF THE LAST POSITION.  THE 1965 POSITION AND
 AH6665'DESCRIPTION BY H.J.SEABORG NO LONGER APPLIES.  THE FOLLOWING
 AH6665'DESCRIPTION AND ACCOMPANYING POSITION SHOULD BE SUBSTITUTED. THE
 AH6665'STATION IS THE RED FLASHING LIGHT ON TOP OF THE RADAR COLLIMATION
 AH6665'TOWER AT THE PUGET SOUND NAVAL SHIPYARD AT BREMERTON.  THE TOWER IS
 AH6665'ABOUT 200 FT (61.0 M) HIGH, GRAY COLORED, AND HAS A SLENDER
 AH6665'STEEL-SKELETON CONSTRUCTION.  THE TOWER IS LOCATED ABOUT 50 FT (15.2
 AH6665'M) S OF BLDG 851 AND ABOUT 50 FT (15.2 M) EAST OF BLDG 368. DESCRIBED
 AH6665'BY V.D.ROSS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5245 ***********************************************************************
 SY5245  DESIGNATION -  BREMERTON PRESB CHURCH STEEPLE
 SY5245  PID         -  SY5245
 SY5245  STATE/COUNTY-  WA/KITSAP
 SY5245  USGS QUAD   -  BREMERTON EAST (1981)
 SY5245
 SY5245                         *CURRENT SURVEY CONTROL
 SY5245  ___________________________________________________________________
 SY5245* NAD 83(1991)-  47 33 57.13050(N)    122 37 27.54745(W)     ADJUSTED  
 SY5245* NAVD 88     -                                                        
 SY5245  ___________________________________________________________________
 SY5245  LAPLACE CORR-         -14.14  (seconds)                    DEFLEC99
 SY5245  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 SY5245
 SY5245  HORZ ORDER  -  THIRD
 SY5245
 SY5245.The horizontal coordinates were established by classical geodetic methods
 SY5245.and adjusted by the National Geodetic Survey in December 1991..
 SY5245
 SY5245
 SY5245.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5245
 SY5245.The geoid height was determined by GEOID03.
 SY5245
 SY5245;                    North         East     Units Scale Factor Converg.
 SY5245;SPC WA N     -    64,482.705   365,243.371   MT  0.99998836   -1 20 00.3
 SY5245;SPC WA N     -   211,557.01  1,198,302.63   sFT  0.99998836   -1 20 00.3
 SY5245;UTM  10      - 5,268,118.641   528,258.419   MT  0.99960981   +0 16 38.2
 SY5245
 SY5245                          SUPERSEDED SURVEY CONTROL
 SY5245
 SY5245  NAD 83(1986)-  47 33 57.12467(N)    122 37 27.55425(W) AD(       ) 4
 SY5245  NAD 27      -  47 33 57.77900(N)    122 37 23.08400(W) AD(       ) 3
 SY5245
 SY5245.Superseded values are not recommended for survey control.
 SY5245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5245.See file dsdata.txt to determine how the superseded data were derived.
 SY5245
 SY5245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2825868119(NAD 83)
 SY5245
 SY5245  HISTORY     - Date     Condition        Report By
 SY5245  HISTORY     - UNK      MONUMENTED
 SY5245  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SY5245  HISTORY     - 19950512 MARK NOT FOUND   USPSQD
 SY5245  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY5245
 SY5245                          STATION DESCRIPTION
 SY5245
 SY5245'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (AMS)
 SY5245'STATION LOST.  THE DESCRIPTION STATES THAT THE CHURCH STOOD ON THE
 SY5245'N.E. COR., BUT THE POSITION PLOTS ON THE N.W. CORNER.  THERE IS NO
 SY5245'CHURCH NOW AT THIS SITE.  THE AREA HAS UNDERGONE MANY CHANGES SINCE
 SY5245'1908 AND THE CHURCH HAS BEEN REMOVED.
 SY5245
 SY5245                          STATION RECOVERY (1995)
 SY5245
 SY5245'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY5245'MARK NOT FOUND.
 SY5245
 SY5245                          STATION RECOVERY (2001)
 SY5245
 SY5245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5245'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3237 ***********************************************************************
 SY3237  DESIGNATION -  BREN
 SY3237  PID         -  SY3237
 SY3237  STATE/COUNTY-  WA/THURSTON
 SY3237  USGS QUAD   -  TUMWATER (1994)
 SY3237
 SY3237                         *CURRENT SURVEY CONTROL
 SY3237  ___________________________________________________________________
 SY3237* NAD 83(1991)-  47 05 13.23185(N)    122 58 28.76782(W)     ADJUSTED  
 SY3237* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY3237  ___________________________________________________________________
 SY3237  LAPLACE CORR-          -8.50  (seconds)                    DEFLEC99
 SY3237  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SY3237
 SY3237  HORZ ORDER  -  THIRD
 SY3237
 SY3237.The horizontal coordinates were established by classical geodetic methods
 SY3237.and adjusted by the National Geodetic Survey in December 1991..
 SY3237
 SY3237.The orthometric height was scaled from a topographic map.
 SY3237
 SY3237.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3237
 SY3237.The geoid height was determined by GEOID03.
 SY3237
 SY3237;                    North         East     Units Scale Factor Converg.
 SY3237;SPC WA S     -   197,872.861   312,132.861   MT  0.99995297   -1 47 51.3
 SY3237;SPC WA S     -   649,187.88  1,024,055.89   sFT  0.99995297   -1 47 51.3
 SY3237;UTM  10      - 5,214,833.473   501,923.531   MT  0.99960005   +0 01 06.8
 SY3237
 SY3237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3237!SPC WA S     -   1.00000273  x   0.99995297  =   0.99995570
 SY3237!UTM  10      -   1.00000273  x   0.99960005  =   0.99960278
 SY3237
 SY3237|---------------------------------------------------------------------|
 SY3237| PID    Reference Object                     Distance      Geod. Az  |
 SY3237|                                                           dddmmss.s |
 SY3237| CE3382 BREN RM 1                            11.965 METERS 14118     |
 SY3237| CE3383 BREN RM 2                            25.125 METERS 21002     |
 SY3237| SY3255 PERL                                APPROX. 1.5 KM 2345344.3 |
 SY3237|---------------------------------------------------------------------|
 SY3237
 SY3237                          SUPERSEDED SURVEY CONTROL
 SY3237
 SY3237  NAD 83(1986)-  47 05 13.22999(N)    122 58 28.77704(W) AD(       ) 3
 SY3237  NAD 27      -  47 05 13.88500(N)    122 58 24.26100(W) AD(       ) 3
 SY3237
 SY3237.Superseded values are not recommended for survey control.
 SY3237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3237.See file dsdata.txt to determine how the superseded data were derived.
 SY3237
 SY3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0192414833(NAD 83)
 SY3237_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3237
 SY3237  HISTORY     - Date     Condition        Report By
 SY3237  HISTORY     - 1936     MONUMENTED       CGS
 SY3237  HISTORY     - 1968     SEE DESCRIPTION  WAA
 SY3237  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY3237  HISTORY     - 1987     GOOD             USPSQD
 SY3237
 SY3237                          STATION DESCRIPTION
 SY3237
 SY3237'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3237'STATION IS LOCATED ON A SMALL POINT ON THE SE SIDE OF ELD INLET.  A
 SY3237'SMALL STREAM ENTERS THE INLET ALONG THE E SIDE OF THE POINT.  THE
 SY3237'POINT IS AT PRESENT OWNED BY THE J.J. BRENNER OYSTER COMPANY.
 SY3237'POINT KNOWN LOCALLY AS SQUAW POINT.
 SY3237'
 SY3237'SURFACE, UNDERGROUND, AND REFERENCE MARKS NO.1 AND NO.2 ARE
 SY3237'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY3237'7A, AND 11A.
 SY3237'
 SY3237'THE STATION MARK WAS SET FLUSH WITH THE SURFACE AND ABOUT 20 FEET
 SY3237'FROM THE OUTER CORNER OF THE ROCK RETAINING WALL AND IN THE MIDDLE
 SY3237'OF THE POINT.
 SY3237'
 SY3237'REFERENCE MARKS WERE SET TO THE S AND W ABOUT 4 FEET FROM THE
 SY3237'SAME ROCK WALL.
 SY3237
 SY3237                          STATION RECOVERY (1968)
 SY3237
 SY3237'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1968
 SY3237'TRIANGULATION STATION TOP GONE OFF STA NO CAP
 SY3237'
 SY3237'RM NO.1 TOP OF MON KNOCKED OFF BASE STILL IN GRND
 SY3237'
 SY3237'RM NO.2 OK
 SY3237
 SY3237                          STATION RECOVERY (1969)
 SY3237
 SY3237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 SY3237'THE TOP OF THE CONCRETE POST HAS BEEN BROKEN OFF THE STATION MARK
 SY3237'AND THE DISK IS GONE.  THE TOP OF THE CONCRETE POST HAS BEEN BROKEN
 SY3237'OFF REFERENCE MARK NO. 1 AND THIS PORTION OF THE MARK, CONTAINING
 SY3237'THE DISK WAS FOUND IN THE ROCKS AT THE HIGH WATER LINE.  REFERENCE
 SY3237'MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.  THE UNDERGROUND MARK
 SY3237'WAS RECOVERED IN GOOD CONDITION, BUT WATER COULD NOT BE KEPT OUT
 SY3237'OF THE HOLE LONG ENOUGH TO READ THE STAMPING.
 SY3237'
 SY3237'THE STATION IS ABOUT 5 MILES NORTHWEST OF OLYMPIA, 1.7 MILES
 SY3237'SOUTHWEST OF FLAPJACK POINT, ON THE SOUTHEAST SIDE OF ELD INLET,
 SY3237'ON SQUAW POINT IN SECTION 31, T 19 N, R 2 W.  THERE IS A SMALL
 SY3237'BAY ON THE EAST SIDE OF THE POINT.  THE POINT IS OWNED BY THE
 SY3237'STATE AND PLANS ARE TO USE IT AS PART OF A COLLEGE CAMPUS AND A
 SY3237'BULKHEAD WILL PROBABLY BE BUILT.
 SY3237'
 SY3237'THE STATION MARK IS OUTSIDE THE HIGH WATER LINE, AT ABOUT THE
 SY3237'MIDDLE OF THE POINT, 27.3 FEET NORTH OF A RAILROAD SPIKE WHICH WAS
 SY3237'DRIVEN INTO AN EXPOSED ROOT OF A 3-FOOT DIAMETER FIR TREE, 6 FEET
 SY3237'LOWER THAN THE TOP OF THE BANK AND ABOUT 2 FEET ABOVE THE BEACH
 SY3237'AND ON THE NORTH SIDE OF THE ROOT.  WHEN STANDING AT THE SPIKE, A
 SY3237'LINE TO THE EAST EDGE OF THE PROMINENT CLAY BANK ACROSS THE INLET
 SY3237'PASSES 2.7 FEET LEFT OF THE STATION MARK.
 SY3237'
 SY3237'REFERENCE MARK NO. 1 IS THE HEAD OF A NAIL DRIVEN INTO THE
 SY3237'ORIGINAL CONCRETE POST, 39.3 FEET SOUTHEAST OF THE STATION, 4.0
 SY3237'FEET NORTHEAST OF THE TOP OF THE CONCRETE POST WHICH HAS BEEN
 SY3237'BUILT INTO THE ROCK WALL, AND 2.2 FEET NORTHEAST OF THE EDGE OF
 SY3237'THE ROCK RETAINING WALL.
 SY3237'
 SY3237'REFERENCE MARK NO. 2, STAMPED 2 1936, IS A STANDARD DISK SET IN A
 SY3237'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 82.45 FEET
 SY3237'SOUTHWEST OF THE STATION, 24.5 FEET NORTHEAST OF THE NORTHEAST
 SY3237'END OF A LOG BULKHEAD, AND 3.8 FEET NORTHWEST OF THE EDGE OF THE
 SY3237'ROCK RETAINING WALL.
 SY3237'
 SY3237'REACHED FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND
 SY3237'U.S. HIGHWAY 101 AT THE SOUTH SIDE OF OLYMPIA, BY GOING
 SY3237'NORTHWESTERLY ON U.S. HIGHWAY 101 FOR 1.9 MILES TO THE OVERPASS
 SY3237'AT THE BLACK LAKE EXIT, CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 101
 SY3237'FOR 1.1 MILES, TURN RIGHT AND GO NORTH ON KAISER ROAD 0.5 MILE TO
 SY3237'A CROSSROAD, TURN LEFT, GO 0.5 MILE, TURN RIGHT AND GO NORTH ON
 SY3237'OVERHULSE ROAD FOR 2.5 MILES TO THE POINT WHERE THE MAIN ROAD
 SY3237'TURNS RIGHT, CONTINUE STRAIGHT AHEAD 0.1 MILE TO A Y, KEEP
 SY3237'LEFT ON THE MAIN ROAD (THERE ARE NUMEROUS DRIVEWAYS TO THE RIGHT
 SY3237'FROM THIS ROAD) 0.25 MILE TO THE END OF THE ROAD AND A PRIVATE
 SY3237'GARAGE ON THE LEFT.  WALK STRAIGHT AHEAD, NORTH, ABOUT 50 YARDS
 SY3237'TO THE BEACH AND THE STATION.
 SY3237
 SY3237                          STATION RECOVERY (1987)
 SY3237
 SY3237'RECOVERY NOTE BY US POWER SQUADRON 1987 (KAS)
 SY3237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4238 ***********************************************************************
 SY4238  DESIGNATION -  BREW
 SY4238  PID         -  SY4238
 SY4238  STATE/COUNTY-  WA/KING
 SY4238  USGS QUAD   -  POVERTY BAY (1994)
 SY4238
 SY4238                         *CURRENT SURVEY CONTROL
 SY4238  ___________________________________________________________________
 SY4238* NAD 83(1991)-  47 37 28.94925(N)    122 20 14.45212(W)     ADJUSTED  
 SY4238* NAVD 88     -                                                        
 SY4238  ___________________________________________________________________
 SY4238  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 SY4238  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SY4238
 SY4238  HORZ ORDER  -  THIRD
 SY4238
 SY4238.The horizontal coordinates were established by classical geodetic methods
 SY4238.and adjusted by the National Geodetic Survey in December 1991..
 SY4238
 SY4238
 SY4238.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4238
 SY4238.The geoid height was determined by GEOID03.
 SY4238
 SY4238;                    North         East     Units Scale Factor Converg.
 SY4238;SPC WA N     -    70,560.907   386,960.356   MT  0.99997907   -1 07 11.2
 SY4238;SPC WA N     -   231,498.58  1,269,552.43   sFT  0.99997907   -1 07 11.2
 SY4238;UTM  10      - 5,274,802.159   549,788.210   MT  0.99963046   +0 29 22.4
 SY4238
 SY4238                          SUPERSEDED SURVEY CONTROL
 SY4238
 SY4238  NAD 83(1986)-  47 37 28.94291(N)    122 20 14.45757(W) AD(       ) 4
 SY4238  NAD 27      -  47 37 29.59000(N)    122 20 10.00000(W) AD(       ) 3
 SY4238
 SY4238.Superseded values are not recommended for survey control.
 SY4238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4238.See file dsdata.txt to determine how the superseded data were derived.
 SY4238
 SY4238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4978874802(NAD 83)
 SY4238
 SY4238  HISTORY     - Date     Condition        Report By
 SY4238  HISTORY     - 1953     MONUMENTED       CGS
 SY4238  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY4238  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4238  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4238
 SY4238                          STATION DESCRIPTION
 SY4238
 SY4238'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4238'THE STATION IS IN SEATTLE, NEAR THE SOUTH END OF LAKE UNION, AT
 SY4238'THE NW CORNER OF TERRY N. AND MERCER STREETS.  THE INTERSECTED
 SY4238'POINT IS THE TOP AND CENTER OF THE VENTILATOR ON THE TOP OF THE
 SY4238'HIGHEST, TILE-ROOFED BUILDING OWNED BY SICKS BREWERY.  IT IS AN
 SY4238'EXCELLENT LANDMARK.
 SY4238
 SY4238                          STATION RECOVERY (1965)
 SY4238
 SY4238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY4238'THIS STACK WAS TORN DOWN EARLY IN 1965.  STATION DESTROYED.
 SY4238
 SY4238                          STATION RECOVERY (1968)
 SY4238
 SY4238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4238'THE BUILDING IS GONE AND THIS CORNER IS NOW USED FOR A PARKING
 SY4238'LOT.  MARK IS DESTROYED.
 SY4238
 SY4238                          STATION RECOVERY (2001)
 SY4238
 SY4238'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4238' 
 SY4238' 
 SY4238' 
 SY4238' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1406 ***********************************************************************
 SX1406  DESIGNATION -  BREW
 SX1406  PID         -  SX1406
 SX1406  STATE/COUNTY-  WA/KING
 SX1406  USGS QUAD   -  HOBART (1993)
 SX1406
 SX1406                         *CURRENT SURVEY CONTROL
 SX1406  ___________________________________________________________________
 SX1406* NAD 83(1991)-  47 26 37.46005(N)    121 52 44.81187(W)     ADJUSTED  
 SX1406* NAVD 88     -       772.     (meters)    2533.     (feet)  SCALED    
 SX1406  ___________________________________________________________________
 SX1406  LAPLACE CORR-          10.29  (seconds)                    DEFLEC99
 SX1406  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 SX1406
 SX1406  HORZ ORDER  -  SECOND
 SX1406
 SX1406.The horizontal coordinates were established by classical geodetic methods
 SX1406.and adjusted by the National Geodetic Survey in December 1991..
 SX1406
 SX1406.The orthometric height was scaled from a topographic map.
 SX1406
 SX1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1406
 SX1406.The geoid height was determined by GEOID03.
 SX1406
 SX1406;                    North         East     Units Scale Factor Converg.
 SX1406;SPC WA N     -    49,871.936   421,124.548   MT  1.00001097   -0 46 43.0
 SX1406;SPC WA N     -   163,621.51  1,381,639.45   sFT  1.00001097   -0 46 43.0
 SX1406;UTM  10      - 5,255,086.058   584,507.430   MT  0.99968776   +0 49 32.5
 SX1406
 SX1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1406!SPC WA N     -   0.99988242  x   1.00001097  =   0.99989339
 SX1406!UTM  10      -   0.99988242  x   0.99968776  =   0.99957022
 SX1406
 SX1406:                Primary Azimuth Mark                     Grid Az
 SX1406:SPC WA N     -  LOOKOUT                                  140 13 31.1
 SX1406:UTM  10      -  LOOKOUT                                  138 37 15.6
 SX1406
 SX1406|---------------------------------------------------------------------|
 SX1406| PID    Reference Object                     Distance      Geod. Az  |
 SX1406|                                                           dddmmss.s |
 SX1406| SX1309 LOOKOUT                             APPROX. 4.3 KM 1392648.1 |
 SX1406| CF4159 BREW RM                               6.864 METERS 18034     |
 SX1406|---------------------------------------------------------------------|
 SX1406
 SX1406                          SUPERSEDED SURVEY CONTROL
 SX1406
 SX1406  NAD 83(1986)-  47 26 37.45006(N)    121 52 44.81979(W) AD(       ) 2
 SX1406  NAD 27      -  47 26 38.09300(N)    121 52 40.41800(W) AD(       ) 2
 SX1406
 SX1406.Superseded values are not recommended for survey control.
 SX1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1406.See file dsdata.txt to determine how the superseded data were derived.
 SX1406
 SX1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8450755086(NAD 83)
 SX1406_MARKER: Z = SEE DESCRIPTION
 SX1406_SETTING: 0 = UNSPECIFIED SETTING
 SX1406
 SX1406  HISTORY     - Date     Condition        Report By
 SX1406  HISTORY     - 1936     MONUMENTED       WAGS
 SX1406  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SX1406  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SX1406
 SX1406                          STATION DESCRIPTION
 SX1406
 SX1406'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1406'STATION IS LOCATED 1-1/2 MILES AIR LINE NE OF TAYLOR AND 4-1/2 MILES
 SX1406'AIR LINE N OF SELLECK, ON A FLAT-TOPPED BRUSHY LOGGED-OFF RIDGE
 SX1406'ABOUT 200 YARDS NE OF BREW COMPANY LOGGING GRADE.
 SX1406'
 SX1406'STATION IS MARKED BY A STANDARD STATE SURVEY DISK MARKED KING
 SX1406'COUNTY AERIAL SURVEY SET IN BOULDER FLUSH WITH THE GROUND ON THE OLD
 SX1406'LOGGING GRADE ON A LOW CINDER FILL.
 SX1406'
 SX1406'REFERENCE MARK IS SAME AS STATION IN BOULDER 1 FOOT ABOVE NATURAL
 SX1406'GROUND ON THE LOW (SW) SIDE OF THE FILL.
 SX1406'
 SX1406'STATION IS REACHED AS FOLLOWS--FROM HOBART SCHOOL GO E 2.75 MILES
 SX1406'AND TAKE RIGHT FORK AND GO 3.5 MILES TO RAILROAD CROSSING.  END OF
 SX1406'TRUCK TRAVEL.  GO LEFT OR W UP RAILROAD ABOUT 1 MILE TO LOGGING
 SX1406'CAMP BUILDINGS.  AT CAMP TAKE SWITCHBACK TO THE LEFT, FOLLOW THIS
 SX1406'TRACK UNTIL YOU MAKE FOUR SWITCHBACKS ABOUT 2-1/2 MILES ABOVE
 SX1406'CAMP.  AT THE THIRD SWITCHBACK THERE IS A WATER TANK AND ABOUT
 SX1406'1/2 MILE BEYOND THE WATER TANK IS THE LAST SWITCHBACK.  AFTER THE
 SX1406'FOURTH SWITCHBACK THE TRACK RUNS ALONG QUITE A LONG CUT ON THE SW
 SX1406'SIDE OF A HILL.  AT THE WESTERN END OF THE CUT THERE IS A SMALL
 SX1406'CREEK.  STATION IS ABOUT 200 YARDS NE OF THE POINT WHERE
 SX1406'RAILROAD CROSSES CREEK.  FROM WHERE RAILROAD CROSSES CREEK TO
 SX1406'NE, TO HIGHEST PART OF THE HILL, THENCE N ABOUT 50 YARDS TO AN OLD
 SX1406'RAILROAD GRADE, THENCE E ON THE OLD GRADE 75 YARDS TO STATION.
 SX1406
 SX1406                          STATION RECOVERY (1952)
 SX1406
 SX1406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SX1406'STATION RECOVERED IN GOOD CONDITION.
 SX1406'
 SX1406'TO REACH THE STATION FROM THE POST OFFICE IN HOBART, GO 0.3 MI. S
 SX1406'TO HOBART DISTRICT SCHOOL.  THENCE 2.7 MI. E ON A T-ROAD E TO A ROAD
 SX1406'FORK AT BLIND ROAD (0.3 MI. E OF WALSH LAKE NURSERY GATE).  THENCE
 SX1406'3.5 MI. NE ON BLIND DIRT ROAD TO PROMINENT CROSSROADS.  THENCE 2.9
 SX1406'MI. E ON BREW ROAD THROUGH GATE (CLIMBING SHARPLY AND MAKING FOUR
 SX1406'SWITCHBACKS) TO A SHORT STEEP BULLDOZED TRAIL ON THE RIGHT SIDE
 SX1406'OF THE ROAD.  THENCE BY FOOT 500 FT. UP TRAIL TO A FENCE LINE.
 SX1406'THENCE 500 FT. W ON THE FENCE LINE TRAIL TO A FENCE CORNER.
 SX1406'CONTINUE 600 FT. N ON THE FENCE LINE TRAIL.  STATION IS LOCATED
 SX1406'200 FT. NE OF THE FENCE LINE FLUSH WITH THE GROUND AS ORIGINALLY
 SX1406'DESCRIBED.
 SX1406
 SX1406                          STATION RECOVERY (1972)
 SX1406
 SX1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CRL)
 SX1406'THE STATION AND REFERENCE MARK WERE RECOVERED AND FOUND TO BE IN
 SX1406'GOOD CONDITION.  IT IS LOCATED IN THE SW 1/4 SECTION 26, T 23 N,
 SX1406'R 7 E, ABOUT 0.1 MILE EAST OF THE TOP OF A HILL, ON A RIDGE THAT
 SX1406'EXTENDS EASTWARD FROM THE MAIN HILL, 70 PACES EAST-NORTHEAST OF
 SX1406'THE FENCE ALONG THE NORTHEAST SIDE OF ROAD, 2.5 FEET
 SX1406'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND IS 8 INCHES BELOW THE
 SX1406'SURFACE OF GROUND.
 SX1406'
 SX1406'THE REFERENCE MARK IS SOUTH OF STATION AND SET IN A 12-INCH HIGH
 SX1406'ROCK.
 SX1406'
 SX1406'TO REACH FROM THE MAPLE VALLEY FIRE DEPARTMENT, GO EASTERLY ON SE
 SX1406'216TH STREET FOR 3.1 MILES TO T-ROAD.  TURN LEFT AND GO NORTH ON
 SX1406'276TH AVE. SE FOR 0.55 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO
 SX1406'EAST ON SE 208TH STREET FOR 2.75 MILES TO FORK.  KEEP RIGHT FORK
 SX1406'AND CONTINUE EASTERLY ON GRAVEL ROAD FOR 3.45 MILES TO CROSSROADS
 SX1406'AT LOCKED GATES ON EACH SIDE OF ROAD.  TURN LEFT AND ENTER
 SX1406'SEATTLE WATER DEPARTMENT PROPERTY AND GO WESTERLY FOR 1.05
 SX1406'MILES TO A REVERSE FORK LEFT.  KEEP RIGHT AND GO NORTHERLY
 SX1406'UP HILL FOR 1.3 MILES TO SIDE ROAD LEFT.  CONTINUE NORTHERLY
 SX1406'FOR 0.45 MILE TO SIDE ROAD RIGHT AT A POWER LINE CROSSING.  TURN
 SX1406'RIGHT AND GO NORTH FOR 0.25 MILE TO SIDE ROAD LEFT AT FENCE.
 SX1406'TURN LEFT AND GO WEST AND NORTHWEST ON ROAD ALONG FENCE FOR 0.3
 SX1406'MILE TO STATION ON RIGHT.
 SX1406'
 SX1406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SX1406'5-1/2 MILES SOUTHWEST OF NORTH BEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1168 ***********************************************************************
 TP1168  DESIGNATION -  BREWSTER
 TP1168  PID         -  TP1168
 TP1168  STATE/COUNTY-  WA/DOUGLAS
 TP1168  USGS QUAD   -  BRIDGEPORT (1980)
 TP1168
 TP1168                         *CURRENT SURVEY CONTROL
 TP1168  ___________________________________________________________________
 TP1168* NAD 83(1991)-  48 03 20.45888(N)    119 44 59.21350(W)     ADJUSTED  
 TP1168* NAVD 88     -       900.     (meters)    2953.     (feet)  SCALED    
 TP1168  ___________________________________________________________________
 TP1168  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 TP1168  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 TP1168
 TP1168  HORZ ORDER  -  FIRST
 TP1168
 TP1168.The horizontal coordinates were established by classical geodetic methods
 TP1168.and adjusted by the National Geodetic Survey in December 1991..
 TP1168
 TP1168.The orthometric height was scaled from a topographic map.
 TP1168
 TP1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1168
 TP1168.The geoid height was determined by GEOID03.
 TP1168
 TP1168;                    North         East     Units Scale Factor Converg.
 TP1168;SPC WA N     -   117,941.674   580,766.098   MT  0.99994284   +0 48 24.2
 TP1168;SPC WA N     -   386,946.98  1,905,396.77   sFT  0.99994284   +0 48 24.2
 TP1168;UTM  11      - 5,326,147.520   295,107.789   MT  1.00011586   -2 02 45.5
 TP1168
 TP1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1168!SPC WA N     -   0.99986194  x   0.99994284  =   0.99980479
 TP1168!UTM  11      -   0.99986194  x   1.00011586  =   0.99997778
 TP1168
 TP1168|---------------------------------------------------------------------|
 TP1168| PID    Reference Object                     Distance      Geod. Az  |
 TP1168|                                                           dddmmss.s |
 TP1168| CF1155 BREWSTER RM 1                        11.552 METERS 03414     |
 TP1168| CF1156 BREWSTER RM 2                         7.738 METERS 20227     |
 TP1168| CF1154 BREWSTER AZ MK                                     2312852.6 |
 TP1168|---------------------------------------------------------------------|
 TP1168
 TP1168                          SUPERSEDED SURVEY CONTROL
 TP1168
 TP1168  NAD 83(1986)-  48 03 20.46499(N)    119 44 59.20409(W) AD(       ) 1
 TP1168  NAD 27      -  48 03 20.94700(N)    119 44 54.99500(W) AD(       ) 1
 TP1168
 TP1168.Superseded values are not recommended for survey control.
 TP1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1168.See file dsdata.txt to determine how the superseded data were derived.
 TP1168
 TP1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP9510826148(NAD 83)
 TP1168_MARKER: Z = SEE DESCRIPTION
 TP1168_SETTING: 0 = UNSPECIFIED SETTING
 TP1168
 TP1168  HISTORY     - Date     Condition        Report By
 TP1168  HISTORY     - 1936     MONUMENTED       CGS
 TP1168  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TP1168  HISTORY     - 1956     GOOD             USGS
 TP1168  HISTORY     - 1965     SEE DESCRIPTION  WAWHI
 TP1168  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TP1168  HISTORY     - 1979     GOOD             BPA
 TP1168
 TP1168                          STATION DESCRIPTION
 TP1168
 TP1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 TP1168'STATION IS ON A ROCKY, SPARSELY-TIMBERED HILL WHICH RISES VERY
 TP1168'PROMINENTLY ABOVE THE PRAIRIE AT THE TOP OF THE BLUFFS, ALONG THE S
 TP1168'SIDE OF THE COLUMBIA RIVER, AND IN THE NW 1/4 OF SEC. 31, T 30 N, R
 TP1168'25 E.  IT IS 4 MILES SSE OF BREWSTER, AND 5 MILES NW OF
 TP1168'BRIDGEPORT.
 TP1168'
 TP1168'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 TP1168'DRILL HOLES IN OUTCROPPING BEDROCK.
 TP1168'
 TP1168'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 TP1168'LAVA OUTCROP OF ROCK, ABOUT 12- BY 15-FEET SQUARE, FLAT TOPPED,
 TP1168'SLOPING TO SW.  MARK IS SET IN HIGHEST POINT OF OUTCROP, WHICH IS
 TP1168'ABOUT 10 FEET ABOVE THE GROUND.  THE SW OR LOW CORNER IS ABOUT
 TP1168'2 FEET ABOVE GROUND.
 TP1168'
 TP1168'TO REACH STATION FROM BRIDGEPORT, GO W ON THE BREWSTER HIGHWAY
 TP1168'9.5 MILES TO THE S END OF THE BREWSTER BRIDGE ACROSS THE COLUMBIA
 TP1168'RIVER.  TURN W OFF HIGHWAY ONTO GRAVELED ROAD AND GO 0.2 MILE.
 TP1168'TAKE LEFT FORK (DIRT ROAD) UP HILLSIDE FOR 0.85 MILE, AGAIN TAKE
 TP1168'LEFT FORK UPHILL FOR 1.1 MILES.  TAKE RIGHT FORK (MAIN-TRAVELED
 TP1168'ROAD) FOR 1.7 MILES.  CONTINUE STRAIGHT AHEAD AT T-ROAD LEFT AND GO
 TP1168'1.0 MILE.  TAKE T-ROAD LEFT (E) FOR 1.0 MILE.  TURN LEFT (N)
 TP1168'AT CROSS ROAD FOR 0.85 MILE, AT T-ROAD RIGHT (E).  TURN INTO
 TP1168'FIELD AND GO A LITTLE E OF N FOR 0.3 MILE TO EDGE OF ROCKY KNOLL
 TP1168'AND END OF TRUCK TRAVEL.  STATION IS ON TOP OF HIGHEST ROCK
 TP1168'ABOUT 150 YARDS E OF HERE.
 TP1168
 TP1168                          STATION RECOVERY (1950)
 TP1168
 TP1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TP1168'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 TP1168'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 TP1168'
 TP1168'STATION IS LOCATED ON A ROCKY, SPARSELY TIMBERED HILL WHICH RISES
 TP1168'VERY PROMINENTLY ABOVE THE PRAIRIE AT THE TOP OF THE BLUFFS,
 TP1168'ALONG THE SOUTH SIDE OF THE COLUMBIA RIVER, AND IN THE NW 1/4
 TP1168'OF SEC. 31, T 30 N, R 25 E.  IT IS, AIRLINE, 5 MILES NORTHWEST
 TP1168'OF BRIDGEPORT AND 3-1/2 MILES SOUTH SOUTHEAST OF BREWSTER.
 TP1168'
 TP1168'STATION MARK, STAMPED BREWSTER 1936, IS A STANDARD DISK CEMENTED
 TP1168'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 TP1168'GROUND.  IT IS ABOUT 30 FEET EAST OF THE HIGHEST POINT OF THE HILL.
 TP1168'
 TP1168'REFERENCE MARK NUMBER 1, STAMPED BREWSTER NO 1 1936, IS A
 TP1168'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 TP1168'IS FLUSH WITH THE GROUND AND IS 18 INCHES HIGHER IN ELEVATION
 TP1168'THAN THE STATION.
 TP1168'
 TP1168'REFERENCE MARK NUMBER 2, STAMPED BREWSTER NO 2 1936, IS A
 TP1168'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 TP1168'THAT PROJECTS 12 INCHES ABOVE THE GROUND AND IS 2-1/2 FEET LOWER
 TP1168'IN ELEVATION THAN THE STATION.
 TP1168'
 TP1168'AZIMUTH MARK, STAMPED BREWSTER 1936, IS A STANDARD DISK CEMENTED
 TP1168'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 5 FEET ABOVE
 TP1168'THE GROUND.  THE OUTCROP IS 12 BY 15 FEET, FLAT TOPPED AND SLOPING
 TP1168'TO THE SOUTHWEST.  TO REACH FROM THE STATION, GO SOUTHWEST FOR
 TP1168'1/4 MILE TO THE EDGE OF THE TREES AT THE BASE OF THE HILL AND THE
 TP1168'AZIMUTH MARK.
 TP1168'
 TP1168'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 TP1168'BREWSTER, GO SOUTH ON STATE HIGHWAY 10 FOR 1.0 MILE TO THE SOUTH
 TP1168'END OF THE BRIDGE.  TURN RIGHT AND GO 0.2 MILE TO A FORK.  TURN
 TP1168'LEFT, UPHILL ON GRAVELED ROAD, AND GO SOUTH SOUTHEAST FOR 1.3
 TP1168'MILES TO A FORK AT SOME OLD BUILDINGS.  TAKE LEFT FORK UP THE
 TP1168'CANYON AND FOLLOW THE MAIN TRAVELED ROAD FOR 2.3 MILES TO A
 TP1168'FORK.  TAKE RIGHT FORK, UPHILL, AND GO SOUTH FOR 1.0 MILE TO A
 TP1168'SIDE ROAD ON THE LEFT AT A SIGN BRIDGEPORT 6.1 - BREWSTER 5.1.
 TP1168'TURN LEFT AND GO EAST FOR 1.0 MILE TO CROSS ROADS.  TURN LEFT
 TP1168'AND GO NORTH FOR 0.8 MILE TO A FORK.  TURN RIGHT AND GO
 TP1168'NORTHEAST FOR 0.2 MILE JUST AFTER PASSING OLD HOME SITE AND
 TP1168'THE END OF TRUCK TRAVEL.  FROM HERE PACK LEFT, NORTH, FOR
 TP1168'ABOUT 0.15 MILE TO THE HIGHEST POINT OF OUTCROPPING ROCK IN
 TP1168'THE TIMBER AND STATION.  THIS IS ABOUT A 10 MINUTE PACK.
 TP1168
 TP1168                          STATION RECOVERY (1956)
 TP1168
 TP1168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TP1168'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 TP1168'
 TP1168'NEW TO REACH FOLLOWS--TO REACH FROM BREWSTER POST OFFICE, DRIVE
 TP1168'S. ON STATE HWY. 10 (THIRD STREET), CROSS BRIDGE OVER COLUMBIA
 TP1168'RIVER.  LEAVE BRIDGE ON SOUTH END AND TURN RIGHT ON HARD-SURFACED
 TP1168'RD. 0.2 MI TO RD. FORKS.  TURN LEFT ONTO DIRT RD. UPHILL 3.0 MI TO
 TP1168'RD. FORKS, KEEP RIGHT 0.4 MI TO FORKS AT MAILBOX, CONTINUE RIGHT
 TP1168'UPHILL 1.0 MI TO T-INTERSECTION.  TURN LEFT (E.) 1.0 MI TO X-RDS.
 TP1168'TURN LEFT (N.) 0.8 MI TO FIELD RD. RIGHT.  TURN RIGHT (E.) AND
 TP1168'FOLLOW FIELD RD. 0.2 MI TO SIDE OF ABANDONED HOMESTEAD.  STATION
 TP1168'IS ON HIGHEST PART OF WOODED ROCKY HILL N. ABOUT A 10-MINUTE
 TP1168'PACK.
 TP1168'
 TP1168'NOTE--RMS NOT MEASURED.
 TP1168
 TP1168                          STATION RECOVERY (1965)
 TP1168
 TP1168'RECOVERY NOTE BY WALKER AND WHITEFORD INCORPORATED 1965
 TP1168'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 TP1168'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TP1168
 TP1168                          STATION RECOVERY (1966)
 TP1168
 TP1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 TP1168'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 TP1168'FOLLOWS--
 TP1168'
 TP1168'THE STATION IS 6 MILES NORTHWEST OF BRIDGEPORT, 3 MILES SOUTHEAST
 TP1168'OF BREWSTER, 1-1/2 MILES SOUTH OF STATE HIGHWAY 173, ON A ROCKY,
 TP1168'SPARSELY TIMBERED HILL WHICH RISES VERY PROMINENTLY ABOVE THE
 TP1168'PRAIRIE AT THE TOP OF THE BLUFFS ALONG THE SOUTH SIDE OF THE
 TP1168'COLUMBIA RIVER, IN THE NORTHWEST QUARTER OF SECTION 31, T30N,
 TP1168'R25E.
 TP1168'
 TP1168'THE STATION MARK, STAMPED BREWSTER 1936, IS A STANDARD DISK SET
 TP1168'IN ONE OF THE ENORMOUS ROCKS WHICH FORM THE TOP OF THE HILL, 35
 TP1168'FEET WEST OF THE NORTHEAST CORNER OF THE ROCK, 24 FEET SOUTHWEST
 TP1168'OF THE WEST END OF A 3-FOOT WIDE, 6-FOOT DEEP CREVICE, WHICH
 TP1168'SEPARATES THIS ROCK FROM THE ONE TO THE NORTH AND 14 FEET NORTH
 TP1168'OF A 7-FOOT CLIFF, UNDER A PILE OF SMALL ROCKS WHICH WERE USED TO
 TP1168'HOLD A TARGET POLE.  THERE IS A POINT ABOUT 10 YARDS WEST OF THE
 TP1168'MARK WHICH IS ABOUT 6 FEET HIGHER THAN THE STATION.
 TP1168'
 TP1168'REFERENCE MARK NO. 1, STAMPED BREWSTER NO 1 1936, IS A STANDARD
 TP1168'DISK SET IN BEDROCK ABOUT 6 FEET NORTH OF THE CREVICE BETWEEN TWO
 TP1168'ROCKS AND ABOUT 1-1/2 FEET HIGHER THAN THE STATION.
 TP1168'
 TP1168'REFERENCE MARK NO. 2, STAMPED BREWSTER NO 2 1936, IS A STANDARD
 TP1168'DISK SET IN BEDROCK WHICH PROJECTS ABOUT 12 INCHES AND IS 2-1/2
 TP1168'FEET LOWER THAN THE STATION.
 TP1168'
 TP1168'THE AZIMUTH MARK, STAMPED BREWSTER 1936, IS A STANDARD DISK SET
 TP1168'IN AN OUTCROP ABOUT 20 FEET IN DIAMETER WHICH PROJECTS ABOUT 5
 TP1168'FEET ON THE SOUTHWEST SIDE WHICH IS THE LOW SIDE OF THE OUTCROP.
 TP1168'IT IS 0.8 MILE NORTH OF THE SOUTH SIDE OF SECTION 31, 100 YARDS
 TP1168'EAST OF THE WEST SIDE OF THE SECTION, ON THE EAST SIDE OF A
 TP1168'CULTIVATED FIELD, 40 YARDS EAST OF A 2-FOOT PINE TREE AND TWO
 TP1168'ROCK OUTCROPS WHICH ARE ON A SMALL UNCULTIVATED PATCH IN THE
 TP1168'CULTIVATED FIELD, AND 14 YARDS NORTH OF A 16-FOOT HIGH ROCK
 TP1168'OUTCROP WHICH IS SPLIT.
 TP1168'
 TP1168'TO REACH FROM THE POST OFFICE IN BRIDGEPORT, GO NORTHWESTERLY
 TP1168'ON THE MAIN STREET FOR 1.05 MILES TO A STOP SIGN AT THE HIGHWAY,
 TP1168'BEAR LEFT ACROSS THE HIGHWAY AND FOLLOW THE GRAVEL ROAD UPHILL FOR
 TP1168'2.3 MILES TO A FORK AT THE SOUTHWEST CORNER OF A FARMYARD, KEEP
 TP1168'THE RIGHT FORK 1.2 MILES TO A FARM YARD, BEAR LEFT AND FOLLOW THE
 TP1168'ROAD UP A CANYON FOR 0.55 MILE TO Y, TURN SHARP LEFT AND GO
 TP1168'UPHILL 0.5 MILE TO A CURVE TO THE RIGHT, ROUND CURVE AND CONTINUE
 TP1168'NORTH 0.25 MILE, CURVE LEFT AND GO WEST 0.75 MILE TO A
 TP1168'CROSSROAD, TURN RIGHT AND GO NORTH 0.8 MILE TO A Y AND THE
 TP1168'AZIMUTH MARK AT THE EDGE OF THE TIMBER, ACROSS THE CULTIVATED
 TP1168'FIELD 190 YARDS TO THE NORTH-NORTHEAST.  STATION IS ABOUT
 TP1168'1/4 MILE NORTHEAST, ON THE ROCKY HILL CALLED TIMBER PEAK AND
 TP1168'WAS WALKED TO FROM THIS POINT.  COULD DRIVE A LITTLE
 TP1168'CLOSER IF FIELD ISNT IN CROP.
 TP1168
 TP1168                          STATION RECOVERY (1979)
 TP1168
 TP1168'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1979 (DS)
 TP1168'BREWSTER RECOVERED GOOD CAN NOT READ DATE.
 TP1168'
 TP1168'TREES ARE GROWING UP AROUND MARK.
 TP1168'
 TP1168'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH OF BREWSTER,
 TP1168'WASHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1397 ***********************************************************************
 TP1397  CBN         -  This is a Cooperative Base Network Control Station.
 TP1397  DESIGNATION -  BREWSTER AIR
 TP1397  PID         -  TP1397
 TP1397  STATE/COUNTY-  WA/OKANOGAN
 TP1397  USGS QUAD   -  BRIDGEPORT (1980)
 TP1397
 TP1397                         *CURRENT SURVEY CONTROL
 TP1397  ___________________________________________________________________
 TP1397* NAD 83(1998)-  48 06 08.38613(N)    119 43 18.44703(W)     ADJUSTED  
 TP1397* NAVD 88     -       285.52   (meters)     936.7    (feet)  N HEIGHT  
 TP1397  ___________________________________________________________________
 TP1397  X           -  -2,115,746.378 (meters)                     COMP
 TP1397  Y           -  -3,706,022.519 (meters)                     COMP
 TP1397  Z           -   4,724,680.364 (meters)                     COMP
 TP1397  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 TP1397  ELLIP HEIGHT-         266.17  (meters)          (07/03/01) GPS OBS
 TP1397  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 TP1397  DYNAMIC HT  -         285.56  (meters)     936.9   (feet)  COMP
 TP1397  MODELED GRAV-     980,748.4   (mgal)                       NAVD 88
 TP1397
 TP1397  HORZ ORDER  -  B
 TP1397  VERT ORDER  -  THIRD
 TP1397  ELLP ORDER  -  FIFTH     CLASS I
 TP1397
 TP1397.The horizontal coordinates were established by GPS observations
 TP1397.and adjusted by the National Geodetic Survey in July 2001..
 TP1397.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TP1397.DATUM ITEM on the data sheet items page.
 TP1397
 TP1397.The orthometric height was determined by differential leveling
 TP1397.and adjusted by the National Geodetic Survey in October 1996..
 TP1397.The height was determined by precise leveling from only one NSRS
 TP1397.bench mark.  This was not adequate "tie leveling" to NSRS and was
 TP1397.allowed ONLY to validate the GPS-derived height.
 TP1397
 TP1397.Photographs are available for this station.
 TP1397
 TP1397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TP1397
 TP1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1397
 TP1397.The ellipsoidal height was determined by GPS observations
 TP1397.and is referenced to NAD 83.
 TP1397
 TP1397.The geoid height was determined by GEOID03.
 TP1397
 TP1397.The dynamic height is computed by dividing the NAVD 88
 TP1397.geopotential number by the normal gravity value computed on the
 TP1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP1397.degrees latitude (g = 980.6199 gals.).
 TP1397
 TP1397.The modeled gravity was interpolated from observed gravity values.
 TP1397
 TP1397;                    North         East     Units Scale Factor Converg.
 TP1397;SPC WA N     -   123,157.297   582,777.424   MT  0.99994229   +0 49 39.2
 TP1397;SPC WA N     -   404,058.57  1,911,995.60   sFT  0.99994229   +0 49 39.2
 TP1397;UTM  11      - 5,331,257.406   297,376.643   MT  1.00010450   -2 01 35.8
 TP1397
 TP1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1397!SPC WA N     -   0.99995828  x   0.99994229  =   0.99990058
 TP1397!UTM  11      -   0.99995828  x   1.00010450  =   1.00006278
 TP1397
 TP1397                          SUPERSEDED SURVEY CONTROL
 TP1397
 TP1397  NAD 83(1991)-  48 06 08.38473(N)    119 43 18.44776(W) AD(       ) B
 TP1397  ELLIP H (05/29/91)  266.31   (m)                       GP(       ) 4 1
 TP1397  NGVD 29 (??/??/??)  284.27   (m)          932.6    (f) N HEIGHT    3  
 TP1397
 TP1397.Superseded values are not recommended for survey control.
 TP1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1397.See file dsdata.txt to determine how the superseded data were derived.
 TP1397
 TP1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP9737731257(NAD 83)
 TP1397_MARKER: DD = SURVEY DISK
 TP1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1397_SP_SET: CONCRETE POST
 TP1397_STAMPING: BREWSTER AIR 1990
 TP1397_MARK LOGO: NGS   
 TP1397_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TP1397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1397+STABILITY: POSITION/ELEVATION WELL
 TP1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP1397+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1993
 TP1397
 TP1397  HISTORY     - Date     Condition        Report By
 TP1397  HISTORY     - 1990     MONUMENTED       NGS
 TP1397  HISTORY     - 19930531 GOOD             DCPW
 TP1397
 TP1397                          STATION DESCRIPTION
 TP1397
 TP1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 TP1397'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI) SOUTH OF OKANOGAN, 20.9
 TP1397'KM (13.0 MI) EAST OF METHOW, 16.1 KM (10.0 MI) NORTH OF BRIDGEPORT,
 TP1397'3.4 KM (2.1 MI) NORTHEAST OF BREWSTER AND AT THE FORT OKANOGAN
 TP1397'OVERLOOK.
 TP1397'TO REACH FROM THE JUNCTION OF US HIGHWAY 97 AND STATE ROUTE 173 IN
 TP1397'BREWSTER, GO EAST ON US HIGHWAY 97 FOR   4.51 KM (2.80 MI) TO A SIDE
 TP1397'ROAD RIGHT JUST BEFORE REACHING THE AIRPORT ENTRANCE.  TURN RIGHT AND
 TP1397'GO SOUTH AND EAST ON THE SURFACES ROAD FOR 0,32 KM TO THE STATION ON
 TP1397'THE RIGHT AT THE OVERLOOK.
 TP1397'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 2.1 M
 TP1397'(6.9 FT) IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 TP1397'26.9 M (88.3 FT) EAST OF THE EAST LEG OF A SIGN, FORT OKANOGAN, 3.7 M
 TP1397'(12.1 FT) SOUTH OF THE SOUTH EDGE OF THE PARKING AREA AND 2.1 M
 TP1397'(6.9 FT) NORTH OF A WITNESS POST.
 TP1397
 TP1397                          STATION RECOVERY (1993)
 TP1397
 TP1397'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 1993
 TP1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1295 ***********************************************************************
 TR1295  DESIGNATION -  BRIAR
 TR1295  PID         -  TR1295
 TR1295  STATE/COUNTY-  WA/SKAGIT
 TR1295  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1295
 TR1295                         *CURRENT SURVEY CONTROL
 TR1295  ___________________________________________________________________
 TR1295* NAD 83(1991)-  48 22 27.11414(N)    122 32 08.10685(W)     ADJUSTED  
 TR1295* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1295  ___________________________________________________________________
 TR1295  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 TR1295  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 TR1295
 TR1295  HORZ ORDER  -  SECOND
 TR1295
 TR1295.The horizontal coordinates were established by classical geodetic methods
 TR1295.and adjusted by the National Geodetic Survey in December 1991..
 TR1295
 TR1295.The orthometric height was scaled from a topographic map.
 TR1295
 TR1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1295
 TR1295.The geoid height was determined by GEOID03.
 TR1295
 TR1295;                    North         East     Units Scale Factor Converg.
 TR1295;SPC WA N     -   154,182.904   373,906.516   MT  0.99995224   -1 16 02.5
 TR1295;SPC WA N     -   505,848.41  1,226,724.96   sFT  0.99995224   -1 16 02.5
 TR1295;UTM  10      - 5,357,996.370   534,391.941   MT  0.99961453   +0 20 49.8
 TR1295
 TR1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1295!SPC WA N     -   1.00000299  x   0.99995224  =   0.99995523
 TR1295!UTM  10      -   1.00000299  x   0.99961453  =   0.99961752
 TR1295
 TR1295|---------------------------------------------------------------------|
 TR1295| PID    Reference Object                     Distance      Geod. Az  |
 TR1295|                                                           dddmmss.s |
 TR1295| CF8787 GRANITE BOULDER                       4.420 METERS 02336     |
 TR1295| TR1287 LA CONNER JETTY LT                  APPROX. 1.0 KM 1961014.8 |
 TR1295| TR1299 NORTH JETTY LIGHT                   APPROX. 1.1 KM 1981813.7 |
 TR1295| TR1279 SOUTH JETTY LIGHT                   APPROX. 1.9 KM 2213943.9 |
 TR1295| TR1303 SEAL ROCKS LT                       APPROX. 2.0 KM 2684310.5 |
 TR1295| CF7635 BRIAR RM 1                           13.977 METERS 27409     |
 TR1295| TR1218 WEST HOPE                           APPROX. 4.0 KM 3074034.7 |
 TR1295|---------------------------------------------------------------------|
 TR1295
 TR1295                          SUPERSEDED SURVEY CONTROL
 TR1295
 TR1295  NAD 83(1986)-  48 22 27.11750(N)    122 32 08.11146(W) AD(       ) 2
 TR1295  NAD 27      -  48 22 27.75200(N)    122 32 03.50900(W) AD(       ) 2
 TR1295
 TR1295.Superseded values are not recommended for survey control.
 TR1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1295.See file dsdata.txt to determine how the superseded data were derived.
 TR1295
 TR1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3439257996(NAD 83)
 TR1295_MARKER: Z = SEE DESCRIPTION
 TR1295_SETTING: 0 = UNSPECIFIED SETTING
 TR1295
 TR1295  HISTORY     - Date     Condition        Report By
 TR1295  HISTORY     - 1934     MONUMENTED       CGS
 TR1295  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1295
 TR1295                          STATION DESCRIPTION
 TR1295
 TR1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 TR1295'STATION LOCATED ON THE HIGHEST PART OF THE SECOND SMALL ISLAND N OF
 TR1295'GOAT ISLAND.  THIS IS THE LOWER OF THE TWO ISLANDS AND CLEAR OF
 TR1295'TREES.  A LARGE GRANITE BOULDER LIES NEAR THE TOP OF THIS ISLAND.
 TR1295'STATION MARKED BY STANDARD DISK SET IN SOLID ROCK.
 TR1295'
 TR1295'REFERENCE MARK IS A STANDARD DISK SET IN SOLID ROCK NW OF STATION
 TR1295'AND 6 FEET LOWER IN ELEVATION.
 TR1295
 TR1295                          STATION RECOVERY (1960)
 TR1295
 TR1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1295'STATION RECOVERED AS DESCRIBED, AND IN GOOD CONDITION WITH THE
 TR1295'FOLLOWING ADDITIONS--
 TR1295'
 TR1295'THE DISTANCE TO THE REFERENCE WAS MEASURED AND FOUND TO BE 13.977
 TR1295'METERS, NOT AS DESCRIBED BY J.S. IN 1934, 14.03 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5338 ***********************************************************************
 SY5338  DESIGNATION -  BRICK
 SY5338  PID         -  SY5338
 SY5338  STATE/COUNTY-  WA/KITSAP
 SY5338  USGS QUAD   -  BREMERTON WEST (1981)
 SY5338
 SY5338                         *CURRENT SURVEY CONTROL
 SY5338  ___________________________________________________________________
 SY5338* NAD 83(1991)-  47 36 10.26667(N)    122 39 37.83721(W)     ADJUSTED  
 SY5338* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5338  ___________________________________________________________________
 SY5338  LAPLACE CORR-         -13.65  (seconds)                    DEFLEC99
 SY5338  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 SY5338
 SY5338  HORZ ORDER  -  SECOND
 SY5338
 SY5338.The horizontal coordinates were established by classical geodetic methods
 SY5338.and adjusted by the National Geodetic Survey in December 1991..
 SY5338
 SY5338.The orthometric height was scaled from a topographic map.
 SY5338
 SY5338.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5338
 SY5338.The geoid height was determined by GEOID03.
 SY5338
 SY5338;                    North         East     Units Scale Factor Converg.
 SY5338;SPC WA N     -    68,657.272   362,618.379   MT  0.99998240   -1 21 37.3
 SY5338;SPC WA N     -   225,253.07  1,189,690.47   sFT  0.99998240   -1 21 37.3
 SY5338;UTM  10      - 5,272,216.222   525,518.142   MT  0.99960800   +0 15 02.6
 SY5338
 SY5338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5338!SPC WA N     -   1.00000323  x   0.99998240  =   0.99998563
 SY5338!UTM  10      -   1.00000323  x   0.99960800  =   0.99961123
 SY5338
 SY5338|---------------------------------------------------------------------|
 SY5338| PID    Reference Object                     Distance      Geod. Az  |
 SY5338|                                                           dddmmss.s |
 SY5338| CF7198 BRICK RM 1                            1.033 METERS 09122     |
 SY5338| SY5358 SPERING                             205.311 METERS 13602     |
 SY5338| CF7199 BRICK RM 2                           17.104 METERS 14652     |
 SY5338| SY5332 BASS                                451.515 METERS 1931005.0 |
 SY5338| SY5329 CURRENT                             300.411 METERS 24458     |
 SY5338| SY5335 HANSEN                              160.061 METERS 34530     |
 SY5338|---------------------------------------------------------------------|
 SY5338
 SY5338                          SUPERSEDED SURVEY CONTROL
 SY5338
 SY5338  NAD 83(1986)-  47 36 10.26173(N)    122 39 37.84378(W) AD(       ) 2
 SY5338  NAD 27      -  47 36 10.92200(N)    122 39 33.34700(W) AD(       ) 2
 SY5338
 SY5338.Superseded values are not recommended for survey control.
 SY5338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5338.See file dsdata.txt to determine how the superseded data were derived.
 SY5338
 SY5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2551872216(NAD 83)
 SY5338_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5338_SETTING: 80 = SET IN A BOULDER
 SY5338_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY5338
 SY5338  HISTORY     - Date     Condition        Report By
 SY5338  HISTORY     - 1935     MONUMENTED       CGS
 SY5338  HISTORY     - 20020316 POOR             USPSQD
 SY5338
 SY5338                          STATION DESCRIPTION
 SY5338
 SY5338'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5338'LOCATED IN PUGET SOUND, N AND W OF BREMERTON, ON THE E SHORE AND
 SY5338'NEAR THE N END OF PORT WASHINGTON NARROWS TO DYES INLET, 3/8 MILE
 SY5338'S OF TRACYTON DOCK, 13.5 METERS NW OF THE MORE SOUTHERLY OF TWO
 SY5338'CHANNEL RANGE BEACONS AND ON THE BEACH 2 METERS INSIDE THE
 SY5338'HIGH-WATER LINE, 19.8 METERS S OF THE PROJECTED S LINE OF A BRICK
 SY5338'HOUSE WHICH STANDS ON PROPERTY LYING BETWEEN THE TWO RANGE
 SY5338'BEACONS OWNED IN 1935 BY H.D. HANSEN.
 SY5338'
 SY5338'STATION IS MARKED, AS DESCRIBED IN NOTE 4, BY A STANDARD BRONZE
 SY5338'DISK WEDGED IN A DRILL HOLE IN A 3-FOOT BOULDER PROJECTING 6 INCHES
 SY5338'ABOVE THE BEACH.
 SY5338'
 SY5338'REFERENCE MARK NO.1, AS DESCRIBED IN NOTE 12C, IS A STANDARD BRONZE
 SY5338'DISK IN A 3-FOOT BOULDER PROJECTING 8 INCHES ABOVE THE BEACH 1
 SY5338'METER INSIDE THE HIGH-WATER LINE, 12.5 METERS NW OF THE S RANGE
 SY5338'BEACON AND 20.3 METERS S OF THE PROJECTED S LINE OF THE HOUSE.
 SY5338'
 SY5338'REFERENCE MARK NO.2, AS DESCRIBED IN NOTE 12C, IS A STANDARD BRONZE
 SY5338'DISK, IN A 3-FOOT BOULDER PROJECTING 6 INCHES ABOVE THE BEACH 2
 SY5338'METERS INSIDE THE HIGH-WATER LINE, SE OF THE STATION AND 8.2 METERS
 SY5338'S OF THE S RANGE BEACON.
 SY5338
 SY5338                          STATION RECOVERY (2002)
 SY5338
 SY5338'RECOVERY NOTE BY US POWER SQUADRON 2002 (PCL)
 SY5338'STATION AND REFERENCE MARKS ARE SEVERLY WORN AND DIFFICULT TO READ.
 SY5338' GPS DATA FOR STATION 47 36.171 NORTH, 122 39 626 WEST.
 SY5338' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2199 ***********************************************************************
 SA2199  DESIGNATION -  BRICK
 SA2199  PID         -  SA2199
 SA2199  STATE/COUNTY-  WA/FRANKLIN
 SA2199  USGS QUAD   -  LOCKE ISLAND (1986)
 SA2199
 SA2199                         *CURRENT SURVEY CONTROL
 SA2199  ___________________________________________________________________
 SA2199* NAD 83(1991)-  46 37 40.61404(N)    119 23 41.82707(W)     ADJUSTED  
 SA2199* NAVD 88     -       278.0    (meters)     912.     (feet)  VERTCON   
 SA2199  ___________________________________________________________________
 SA2199  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 SA2199  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SA2199
 SA2199  HORZ ORDER  -  SECOND
 SA2199
 SA2199.The horizontal coordinates were established by classical geodetic methods
 SA2199.and adjusted by the National Geodetic Survey in December 1991..
 SA2199
 SA2199.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2199
 SA2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2199
 SA2199.The geoid height was determined by GEOID03.
 SA2199
 SA2199;                    North         East     Units Scale Factor Converg.
 SA2199;SPC WA S     -   144,489.099   584,617.189   MT  0.99991488   +0 48 09.7
 SA2199;SPC WA S     -   474,044.65  1,918,031.56   sFT  0.99991488   +0 48 09.7
 SA2199;UTM  11      - 5,166,606.784   316,665.314   MT  1.00001315   -1 44 29.0
 SA2199
 SA2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2199!SPC WA S     -   0.99995979  x   0.99991488  =   0.99987468
 SA2199!UTM  11      -   0.99995979  x   1.00001315  =   0.99997294
 SA2199
 SA2199|---------------------------------------------------------------------|
 SA2199| PID    Reference Object                     Distance      Geod. Az  |
 SA2199|                                                           dddmmss.s |
 SA2199| CF4574 BRICK RM 1                            4.730 METERS 21515     |
 SA2199| SA2400 ATOMIC ENERGY PLANT S STACK         APPROX.13.9 KM 2310704.8 |
 SA2199| SA2401 ATOMIC ENERGY PLANT N STACK         APPROX.13.9 KM 2311116.7 |
 SA2199| SA2398 HANFORD WEST STACK                  APPROX.13.4 KM 3040839.9 |
 SA2199| SA2399 HANFORD EAST STACK                  APPROX.13.4 KM 3041215.4 |
 SA2199| SA2193 HANFORD SOUTH STACK                 APPROX. 5.2 KM 3120815.5 |
 SA2199| SA2196 HANFORD NORTH STACK                 APPROX. 5.2 KM 3122052.2 |
 SA2199| CF4575 BRICK RM 2                            5.735 METERS 31841     |
 SA2199| CF4573 BRICK AZ MK                                        3484320.8 |
 SA2199|---------------------------------------------------------------------|
 SA2199
 SA2199                          SUPERSEDED SURVEY CONTROL
 SA2199
 SA2199  NAD 83(1986)-  46 37 40.62277(N)    119 23 41.81583(W) AD(       ) 2
 SA2199  NAD 27      -  46 37 41.12900(N)    119 23 37.73800(W) AD(       ) 2
 SA2199  NGVD 29 (07/19/86)  276.9    (m)          908.     (f) VERT ANG       
 SA2199
 SA2199.Superseded values are not recommended for survey control.
 SA2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2199.See file dsdata.txt to determine how the superseded data were derived.
 SA2199
 SA2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM1666566607(NAD 83)
 SA2199_MARKER: DS = TRIANGULATION STATION DISK
 SA2199_SETTING: 0 = UNSPECIFIED SETTING
 SA2199
 SA2199  HISTORY     - Date     Condition        Report By
 SA2199  HISTORY     - 1947     MONUMENTED       CGS
 SA2199  HISTORY     - 1967     GOOD             CGS
 SA2199
 SA2199                          STATION DESCRIPTION
 SA2199
 SA2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SA2199'THE STATION IS LOCATED, ON A ROUND KNOLL ALONG THE HIGH BLUFFS ON
 SA2199'THE NORTHEAST SIDE OF THE COLUMBIA RIVER, ABOUT 20 MILES NORTHWEST
 SA2199'OF ELTOPIA, ABOUT 6 MILES SOUTHEAST OF WHITE BLUFFS, ABOUT 2 MILES
 SA2199'NORTHEAST OF HANFORD, ABOUT 1 MILE EAST OF THE COLUMBIA RIVER,
 SA2199'ABOUT 0.3 SOUTHEAST ON THE FIRST KNOLL FROM WHERE THE GRAVEL ROAD
 SA2199'GOES OVER THE RIM.  THE STATION IS ON THE HIGHEST KNOLL IN THE
 SA2199'IMMEDIATE VICINITY.
 SA2199'
 SA2199'TO REACH FROM HANFORD, CROSS HANFORD FERRY TO EAST BANK OF THE
 SA2199'COLUMBIA RIVER AND FORKS.  TAKE LEFT FORK, FOR 0.3 MILE.  TURN
 SA2199'LEFT ON GRAVEL ROAD AND UP STEEP GRADE FOR 3.8 MILES TO WHERE THE
 SA2199'GRAVEL ROAD TOPS THE RIDGE.  TURN SHARP RIGHT ON DIRT ROAD, FOR
 SA2199'0.3 MILE TO FIRST KNOLL AND THE STATION.
 SA2199'
 SA2199'THE STATION IS A STANDARD DISK, STAMPED BRICK 1947, SET INTO AND
 SA2199'BRAZED TO A IRON PIPE WHICH PROJECTS ABOUT 3 INCHES.
 SA2199'
 SA2199'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BRICK NO 1
 SA2199'1947, SET INTO AND BRAZED TO A IRON PIPE WHICH PROJECTS ABOUT 3
 SA2199'INCHES AND IS ABOUT 6 INCHES LOWER THAN THE STATION.
 SA2199'
 SA2199'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BRICK NO 2
 SA2199'1947, SET INTO AND BRAZED TO A IRON PIPE WHICH PROJECTS ABOUT 4
 SA2199'INCHES AND IS ABOUT 1.6 FEET LOWER THAN THE STATION.
 SA2199'
 SA2199'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRICK 1947, SET INTO
 SA2199'A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS
 SA2199'LOCATED ABOUT 0.4 MILE NORTH NORTHWEST OF THE STATION, ABOUT 0.3
 SA2199'MILE EAST OF THE COLUMBIA RIVER, 15 FEET EAST OF THE EDGE OF THE
 SA2199'BLUFF, 27 FEET WEST OF THE GRAVEL ROAD AT THE POINT WHERE THE
 SA2199'ROAD BREAKS OVER THE RIM AND GOES DOWN THE STEEP GRADE TO THE
 SA2199'RIVER.
 SA2199
 SA2199                          STATION RECOVERY (1967)
 SA2199
 SA2199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA2199'THE STATION IS ON A ROUND, SANDY KNOLL ON THE HIGH BLUFF ALONG THE
 SA2199'EAST SIDE OF THE COLUMBIA RIVER, 3-1/2 MILES SOUTH AND 1-1/4 MILES
 SA2199'WEST OF THE SOUTHEAST CORNER OF GRANT COUNTY, ABOUT 1 MILE EAST OF
 SA2199'THE COLUMBIA RIVER AND IN SECTION 11, T13N, R27E.
 SA2199'
 SA2199'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 SA2199'RECOVERED AS DESCRIBED BY W.R.H. IN 1947.  NEW DIRECTIONS TO REACH
 SA2199'FOLLOW.
 SA2199'
 SA2199'TO REACH FROM THE INTERSECTION OF MAIN STREET AND BROADWAY
 SA2199'AVE. IN OTHELLO, GO SOUTH ON BROADWAY AVE. FOR 6.1 MILES TO STATE
 SA2199'HIGHWAY 24, TURN RIGHT AND GO WEST ON STATE HIGHWAY 24 FOR 9.45
 SA2199'MILES TO THE COUNTY LINE, CONTINUE WEST 2.75 MILES TO A BLACKTOP
 SA2199'CROSSROAD (0.4 MILE WEST OF AN IRRIGATION CANAL) WITH LOCKED
 SA2199'GATES IN THE RIGHT-OF-WAY FENCE ON BOTH THE NORTH AND SOUTH ROAD
 SA2199'(KEY TO GATE CAN BE OBTAINED AT THE FEDERAL BUILDING IN
 SA2199'RICHLAND), TURN LEFT AND GO SOUTH 3.95 MILES TO A BLACKTOP
 SA2199'CROSSROAD, CONTINUE SOUTH ON BLACKTOP ROAD FOR 3.65 MILES TO
 SA2199'A POINT WHERE THE BLACKTOP ROAD CURVES RIGHT, CONTINUE ON
 SA2199'BLACKTOP ROAD FOR 0.4 MILE TO A TRACK ROAD LEFT, ON A CURVE TO
 SA2199'THE LEFT, AT THE POINT WHERE THE BLACKTOP ROAD BREAKS OVER THE
 SA2199'BLUFF.  (FROM HERE THE AZIMUTH MARK IS 53 YARDS SOUTH, ON THE
 SA2199'BANK 10 FEET ABOVE THE ROAD AND 27 FEET WEST OF THE CENTER OF
 SA2199'THE ROAD).  KEEP LEFT ON THE TRACK ROAD FOR 0.3 MILE TO A POINT
 SA2199'WHERE THE ROAD CROSSES THE TOE OF A SANDY KNOLL ON THE RIGHT AND
 SA2199'THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3772 ***********************************************************************
 SY3772  DESIGNATION -  BRICK 2
 SY3772  PID         -  SY3772
 SY3772  STATE/COUNTY-  WA/KING
 SY3772  USGS QUAD   -  
 SY3772
 SY3772                         *CURRENT SURVEY CONTROL
 SY3772  ___________________________________________________________________
 SY3772* NAD 83(1991)-  47 40 44.79228(N)    122 12 48.20164(W)     ADJUSTED  
 SY3772* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY3772  ___________________________________________________________________
 SY3772  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 SY3772  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SY3772
 SY3772  HORZ ORDER  -  FIRST
 SY3772
 SY3772.The horizontal coordinates were established by classical geodetic methods
 SY3772.and adjusted by the National Geodetic Survey in December 1991..
 SY3772
 SY3772.The orthometric height was scaled from a topographic map.
 SY3772
 SY3772.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3772
 SY3772.The geoid height was determined by GEOID03.
 SY3772
 SY3772;                    North         East     Units Scale Factor Converg.
 SY3772;SPC WA N     -    76,433.686   396,384.317   MT  0.99997141   -1 01 38.9
 SY3772;SPC WA N     -   250,766.18  1,300,470.88   sFT  0.99997141   -1 01 38.9
 SY3772;UTM  10      - 5,280,935.188   559,040.400   MT  0.99964283   +0 34 53.9
 SY3772
 SY3772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3772!SPC WA N     -   1.00000229  x   0.99997141  =   0.99997370
 SY3772!UTM  10      -   1.00000229  x   0.99964283  =   0.99964512
 SY3772
 SY3772|---------------------------------------------------------------------|
 SY3772| PID    Reference Object                     Distance      Geod. Az  |
 SY3772|                                                           dddmmss.s |
 SY3772| CF7201 BRICK 2 RM 1                                       00228     |
 SY3772| CF7204 BRICK 2 RM 3                                       01416     |
 SY3772| CF7202 BRICK 2 RM 2                                       07558     |
 SY3772| CF7203 BRICK 2 RM 3                         44.640 METERS 10140     |
 SY3772| CF7205 BRICK 2 RM 4                         24.488 METERS 11402     |
 SY3772| CF7200 BRICK 2 RM                           24.495 METERS 11402     |
 SY3772| SY3782 TANK TK WOOD ROOF S KIRKLAND        APPROX. 1.1 KM 1465127.5 |
 SY3772| SY3783 TOWER LOW SQ TWR S KIRKLAND         APPROX. 1.4 KM 1480035.7 |
 SY3772| SY4539 SEATTLE RED CHURCH SHORT SQUARE STE APPROX. 9.6 KM 2172633.9 |
 SY3772| SY4438 SEATTLE PROVIDENCE HOSP PWR PLANT S APPROX.10.8 KM 2214337.3 |
 SY3772| SY4432 SEATTLE PROVIDENCE HOSPITAL CROSS   APPROX.10.8 KM 2220839.9 |
 SY3772| SY3868 SEATTLE HOLY NAMES ACADEMY CROSS    APPROX. 9.0 KM 2291402.8 |
 SY3772| SY3844 SAINT JOSEPH                        APPROX. 9.2 KM 2304048.4 |
 SY3772| SY3879 OLD REAL ESTATE SIGN OLD WHARF      APPROX. 5.1 KM 2393353.5 |
 SY3772| SY4057 UPPER UPPER TANK NR STA GOLF 2      APPROX. 5.4 KM 2393556.2 |
 SY3772| SY3890 NEAR LAURELHURST HTS HSE CHIM       APPROX. 5.4 KM 2395609.6 |
 SY3772| SY4116 SIGN REAL ESTAT SIGN NR GOLF 2      APPROX. 5.4 KM 2405344.9 |
 SY3772| SY4054 WHITE WHITE FP NEAR STA DORM        APPROX. 3.1 KM 2551050.6 |
 SY3772| SY3954 DORM YELLOW HSE W SHORE L WASH      APPROX. 3.1 KM 2560541.6 |
 SY3772| SY3882 SAND POINT BLDG 1 WEATHER VANE      APPROX. 3.7 KM 2835854.0 |
 SY3772| SY3719 KIRKLAND WOOLEN MILLS TALL STACK    265.903 METERS 34212     |
 SY3772|---------------------------------------------------------------------|
 SY3772
 SY3772                          SUPERSEDED SURVEY CONTROL
 SY3772
 SY3772  NAD 83(1986)-  47 40 44.78498(N)    122 12 48.20660(W) AD(       ) 1
 SY3772  NAD 27      -  47 40 45.43100(N)    122 12 43.76000(W) AD(       ) 1
 SY3772
 SY3772.Superseded values are not recommended for survey control.
 SY3772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3772.See file dsdata.txt to determine how the superseded data were derived.
 SY3772
 SY3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5904080935(NAD 83)
 SY3772_MARKER: Z = SEE DESCRIPTION
 SY3772_SETTING: 0 = UNSPECIFIED SETTING
 SY3772
 SY3772  HISTORY     - Date     Condition        Report By
 SY3772  HISTORY     - 1914     MONUMENTED       CGS
 SY3772  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY3772  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SY3772  HISTORY     - 20030315 MARK NOT FOUND   USPSQD
 SY3772
 SY3772                          STATION DESCRIPTION
 SY3772
 SY3772'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (GTR)
 SY3772'STATION IS ON THE POINT ABOUT 1/2 MILE N OF KIRKLAND, 260 METERS S
 SY3772'OF A WOOLEN MILL, AND ABOUT 40 METERS FROM A HIGH BANK, IS AMONG OLD
 SY3772'PILES WHERE A SAWMILL USED TO STAND.
 SY3772'
 SY3772'STATION IS MARKED BY A REGULATION STATION DISK SET IN THE TOP OF A
 SY3772'CYLINDRICAL CONCRETE PILLAR 12 INCHES IN DIAMETER AND PROJECTING
 SY3772'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  A GALVANIZED SHEET
 SY3772'METAL FORM WAS USED FOR CONCRETE AND LEFT IN PLACE.
 SY3772'
 SY3772'REFERENCE MARK NO.1, A REGULATION REFERENCE MARK DISK SET IN THE
 SY3772'DOME-SHAPED TOP OF A CYLINDRICAL CONCRETE PILLAR ABOUT 11 INCHES IN
 SY3772'DIAMETER AND PROJECTING ABOVE THE GROUND ABOUT 4 INCHES, IS NEAR THE
 SY3772'BOTTOM OF THE STEEP BANK, DISTANT 44.440 METERS FROM STATION IN
 SY3772'AZIMUTH 182 DEG 28 MIN (TRUE).  REFERENCE MARK NO.2 IS A 1-INCH
 SY3772'GALVANIZED IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND, SET
 SY3772'BY THE STATE ENGINEERS, DISTANT 6.85 METERS IN AZIMUTH 255 DEG 58 MIN
 SY3772'(TRUE).  REFERENCE MARK NO.3, SIMILAR TO NO.1, EXCEPT ABOUT 15
 SY3772'INCHES IN DIAMETER AND PROJECTING ABOUT 5 INCHES ABOVE GROUND, IS
 SY3772'DISTANT FROM STATION 42.402 METERS AND IN AZIMUTH 281 DEG 40 MIN
 SY3772'(TRUE).
 SY3772
 SY3772                          STATION RECOVERY (1934)
 SY3772
 SY3772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY3772'STATION IS IN KIRKLAND BETWEEN THE ROAD AND LAKESHORE, IMMEDIATELY
 SY3772'OPPOSITE THE KIRKLAND JUNIOR HIGH SCHOOL TO WHICH BEARINGS ARE
 SY3772'SHOWN.  IT IS 28 PACES IN FROM THE EXTREME POINT OF LAND.  IT IS ON
 SY3772'THE SITE OF AN OLD SAWMILL ON AN ELEVATED PIECE OF GROUND WHICH WAS
 SY3772'SURROUNDED BY WATER WHEN THE LAKE WAS AT A HIGHER LEVEL.  IT IS
 SY3772'112 PACES S OF THE WOOLEN MILLS FENCE, AND 20 PACES N OF A LUMBER
 SY3772'YARD.  IT IS 17 PACES W OF THE E LINE OF THE LUMBER YARD FENCE AND
 SY3772'13 PACES N OF THE LINE ACROSS THE N END OF THE JUNIOR HIGH SCHOOL,
 SY3772'PRODUCED.
 SY3772'
 SY3772'THE OLD REFERENCE MARKS WERE NOT FOUND AND THE BUILDINGS INDICATED
 SY3772'ON THE OLD SKETCH WERE NOT FOUND.
 SY3772'
 SY3772'REFERENCE MARK NO.3 WAS PLACED IN CONCRETE POURED FLUSH WITH THE
 SY3772'GROUND NEAR THE FOOT OF THE BLUFF.  REFERENCE MARK NO.4 WAS
 SY3772'SIMILARLY MADE, 4 FEET FROM THE NE FENCE CORNER OF THE LUMBER YARD.
 SY3772
 SY3772                          STATION RECOVERY (1941)
 SY3772
 SY3772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (AMS)
 SY3772'STATION LOCATED ON THE EAST SHORE OF LAKE WASHINGTON, IN THE TOWN
 SY3772'OF KIRKLAND, ON THE POINT 0.4 MILE NORTH OF CITY CENTER, 70 FT.
 SY3772'SOUTHWEST OF SHORE ROAD, 105 FT. NORTHEAST OF WATER LINE, AND ON
 SY3772'DIKE-LIKE FORMATION.  KIRKLAND JUNIOR HIGH SCHOOL LIES NORTHEAST
 SY3772'ABOVE THE STATION.
 SY3772'
 SY3772'REFERENCE MARK NO.3 IN CONCRETE MONUMENT FLUSH WITH THE GROUND
 SY3772'NEAR THE BLUFF NORTHEAST OF THE STATION.  REFERENCE MARK NO. 4 SET
 SY3772'IN CONCRETE MONUMENT 4 FT. FROM THE NORTHEAST CORNER OF THE LUMBER
 SY3772'YARD.
 SY3772'
 SY3772'STATION WAS DESTROYED IN SPRING OF 1941 BY BUILDING CONSTRUCTION.
 SY3772'
 SY3772'R.M. NO. 3 WAS NOT RECOVERED, PROBABLY COVERED BY GRADING OPERATING.
 SY3772'
 SY3772'R.M. NO. 4 RECOVERED IN GOOD CONDITION.  THE LUMBER YARD REFERRED
 SY3772'TO IN PREVIOUS DESCRIPTIONS NO LONGER EXISTS.  THIS REFERENCE MARK
 SY3772'(NO. 4) NOW SITS IN THE LAWN ABOUT 2 FT.  NORTHWEST OF THE
 SY3772'NORTHEAST CORNER OF A WHITE BUNGALOW.
 SY3772
 SY3772                          STATION RECOVERY (2003)
 SY3772
 SY3772'RECOVERY NOTE BY US POWER SQUADRON 2003 (KL)
 SY3772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3860 ***********************************************************************
 SY3860  DESIGNATION -  BRICK BLDG TOP OF HILL HI CHIM
 SY3860  PID         -  SY3860
 SY3860  STATE/COUNTY-  WA/KING
 SY3860  USGS QUAD   -  
 SY3860
 SY3860                         *CURRENT SURVEY CONTROL
 SY3860  ___________________________________________________________________
 SY3860* NAD 83(1991)-  47 38 28.91501(N)    122 18 58.96305(W)     ADJUSTED  
 SY3860* NAVD 88     -                                                        
 SY3860  ___________________________________________________________________
 SY3860  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 SY3860  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY3860
 SY3860  HORZ ORDER  -  THIRD
 SY3860
 SY3860.The horizontal coordinates were established by classical geodetic methods
 SY3860.and adjusted by the National Geodetic Survey in December 1991..
 SY3860
 SY3860
 SY3860.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3860
 SY3860.The geoid height was determined by GEOID03.
 SY3860
 SY3860;                    North         East     Units Scale Factor Converg.
 SY3860;SPC WA N     -    72,381.931   388,571.861   MT  0.99997663   -1 06 15.0
 SY3860;SPC WA N     -   237,473.05  1,274,839.51   sFT  0.99997663   -1 06 15.0
 SY3860;UTM  10      - 5,276,667.077   551,347.398   MT  0.99963240   +0 30 18.6
 SY3860
 SY3860                          SUPERSEDED SURVEY CONTROL
 SY3860
 SY3860  NAD 83(1986)-  47 38 28.90847(N)    122 18 58.96831(W) AD(       ) 4
 SY3860  NAD 27      -  47 38 29.56000(N)    122 18 54.51000(W) AD(       ) 3
 SY3860
 SY3860.Superseded values are not recommended for survey control.
 SY3860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3860.See file dsdata.txt to determine how the superseded data were derived.
 SY3860
 SY3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5134776667(NAD 83)
 SY3860
 SY3860  HISTORY     - Date     Condition        Report By
 SY3860  HISTORY     - UNK      MONUMENTED
 SY3860  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY3860  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY3860  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 SY3860
 SY3860                          STATION DESCRIPTION
 SY3860
 SY3860'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JH)
 SY3860'THE CHIMNEY ON THE BRICK SCHOOL BUILDING OF THE SEATTLE PREPARATORY
 SY3860'HIGH SCHOOL, 2400 11TH AVENUE N., AT THE EDGE OF THE BREAK OF
 SY3860'CAPITOL HILL.  IT IS SITUATED WHERE 13TH AVENUE EXTENDED NORTH
 SY3860'WOULD BREAK OVER THE BLUFF.  THE BUILDING WAS BUILT IN 1905, AND
 SY3860'KNOWN AS ADELPHA HALL OF A PROTESTANT DENOMINATION SCHOOL, AND
 SY3860'SINCE TAKEN OVER BY THE JESUIT FATHERS.  VENTILATORS SET ON THE
 SY3860'RIDGE OF THE ROOF TO THE SOUTH AND NORTH OF THE CHIMNEY.
 SY3860
 SY3860                          STATION RECOVERY (1969)
 SY3860
 SY3860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY3860'THIS BUILDING WAS TORN DOWN ABOUT 1967 AND NEW SCHOOL BUILDINGS
 SY3860'CONSTRUCTED.
 SY3860
 SY3860                          STATION RECOVERY (2002)
 SY3860
 SY3860'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3621 ***********************************************************************
 SY3621  DESIGNATION -  BRICK COVERED TANK
 SY3621  PID         -  SY3621
 SY3621  STATE/COUNTY-  WA/KING
 SY3621  USGS QUAD   -  AUBURN (1994)
 SY3621
 SY3621                         *CURRENT SURVEY CONTROL
 SY3621  ___________________________________________________________________
 SY3621* NAD 83(1991)-  47 32 13.56505(N)    122 11 50.63890(W)     ADJUSTED  
 SY3621* NAVD 88     -                                                        
 SY3621  ___________________________________________________________________
 SY3621  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 SY3621  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 SY3621
 SY3621  HORZ ORDER  -  THIRD
 SY3621
 SY3621.The horizontal coordinates were established by classical geodetic methods
 SY3621.and adjusted by the National Geodetic Survey in December 1991..
 SY3621
 SY3621
 SY3621.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3621
 SY3621.The geoid height was determined by GEOID03.
 SY3621
 SY3621;                    North         East     Units Scale Factor Converg.
 SY3621;SPC WA N     -    60,626.265   397,304.867   MT  0.99999329   -1 00 56.1
 SY3621;SPC WA N     -   198,904.67  1,303,491.05   sFT  0.99999329   -1 00 56.1
 SY3621;UTM  10      - 5,265,165.166   560,403.812   MT  0.99964484   +0 35 31.6
 SY3621
 SY3621                          SUPERSEDED SURVEY CONTROL
 SY3621
 SY3621  NAD 83(1986)-  47 32 13.55850(N)    122 11 50.64529(W) AD(       ) 4
 SY3621  NAD 27      -  47 32 14.20300(N)    122 11 46.20500(W) AD(       ) 3
 SY3621
 SY3621.Superseded values are not recommended for survey control.
 SY3621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3621.See file dsdata.txt to determine how the superseded data were derived.
 SY3621
 SY3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6040465165(NAD 83)
 SY3621
 SY3621  HISTORY     - Date     Condition        Report By
 SY3621  HISTORY     - 1919     MONUMENTED       CGS
 SY3621  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY3621
 SY3621                          STATION DESCRIPTION
 SY3621
 SY3621'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3621'STATION IS LARGE TANK N OF CREOSOTE WORKS, E SHORE OF LAKE.
 SY3621
 SY3621                          STATION RECOVERY (1983)
 SY3621
 SY3621'RECOVERY NOTE BY US POWER SQUADRON 1983 (GCS)
 SY3621'(INTERSECT) LOST.
 SY3621'
 SY3621'NO SUCH TANK EXISTS AT THIS LOCATION NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2328 ***********************************************************************
 SC2328  DESIGNATION -  BRID
 SC2328  PID         -  SC2328
 SC2328  STATE/COUNTY-  WA/PACIFIC
 SC2328  USGS QUAD   -  LONG ISLAND (1984)
 SC2328
 SC2328                         *CURRENT SURVEY CONTROL
 SC2328  ___________________________________________________________________
 SC2328* NAD 83(1991)-  46 25 44.88449(N)    123 54 23.69391(W)     ADJUSTED  
 SC2328* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 SC2328  ___________________________________________________________________
 SC2328  LAPLACE CORR-          16.35  (seconds)                    DEFLEC99
 SC2328  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 SC2328
 SC2328  HORZ ORDER  -  THIRD
 SC2328
 SC2328.The horizontal coordinates were established by classical geodetic methods
 SC2328.and adjusted by the National Geodetic Survey in December 1991..
 SC2328
 SC2328.The orthometric height was scaled from a topographic map.
 SC2328
 SC2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2328
 SC2328.The geoid height was determined by GEOID03.
 SC2328
 SC2328;                    North         East     Units Scale Factor Converg.
 SC2328;SPC WA S     -   127,450.619   238,265.202   MT  0.99991829   -2 28 28.3
 SC2328;SPC WA S     -   418,144.24    781,708.42   sFT  0.99991829   -2 28 28.3
 SC2328;UTM  10      - 5,142,128.357   430,346.096   MT  0.99965964   -0 39 24.7
 SC2328
 SC2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2328!SPC WA S     -   1.00000085  x   0.99991829  =   0.99991914
 SC2328!UTM  10      -   1.00000085  x   0.99965964  =   0.99966049
 SC2328
 SC2328|---------------------------------------------------------------------|
 SC2328| PID    Reference Object                     Distance      Geod. Az  |
 SC2328|                                                           dddmmss.s |
 SC2328| CE2972 BRID RM 1                             3.307 METERS 27242     |
 SC2328| SC2320 FLAT                                APPROX. 1.6 KM 3592835.3 |
 SC2328|---------------------------------------------------------------------|
 SC2328
 SC2328                          SUPERSEDED SURVEY CONTROL
 SC2328
 SC2328  NAD 83(1991)-  46 25 44.88413(N)    123 54 23.69375(W) AD(       ) 3
 SC2328  NAD 83(1986)-  46 25 44.88693(N)    123 54 23.67399(W) AD(       ) 3
 SC2328  NAD 27      -  46 25 45.52068(N)    123 54 19.10843(W) AD(       ) 3
 SC2328
 SC2328.Superseded values are not recommended for survey control.
 SC2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2328.See file dsdata.txt to determine how the superseded data were derived.
 SC2328
 SC2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3034642128(NAD 83)
 SC2328_MARKER: Z = SEE DESCRIPTION
 SC2328_SETTING: 0 = UNSPECIFIED SETTING
 SC2328
 SC2328  HISTORY     - Date     Condition        Report By
 SC2328  HISTORY     - 1939     MONUMENTED       CGS
 SC2328  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SC2328  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SC2328
 SC2328                          STATION DESCRIPTION
 SC2328
 SC2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2328'STATION IS LOCATED 30 METERS S OF S END OF NASELLE RIVER BRIDGE
 SC2328'U.S. HIGHWAY 101 AT TOP OF 40-FOOT ROAD CUT, 3 METERS SW OF SMALL
 SC2328'TREE ON EDGE OF CUT.
 SC2328'
 SC2328'SURFACE MARK IS A STANDARD BRONZE DISK CEMENTED IN 4-INCH CAST-IRON
 SC2328'SOIL PIPE EXTENDING 6 INCHES ABOVE AND 2-1/2 FEET BELOW SURFACE OF
 SC2328'GROUND.
 SC2328'
 SC2328'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SC2328'DESCRIBED IN NOTE 7A.
 SC2328'
 SC2328'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK CEMENTED IN 4-INCH
 SC2328'CAST-IRON SOIL PIPE EXTENDING 6 INCHES ABOVE AND 1-1/2 FEET BELOW
 SC2328'SURFACE OF GROUND.
 SC2328'
 SC2328'REACHED BY OLD TRAIL STARTING AT E END OF ROAD CUT AND LEADING ALONG
 SC2328'EDGE OF CUT THROUGH HEAVY UNDERBRUSH.
 SC2328
 SC2328                          STATION RECOVERY (1955)
 SC2328
 SC2328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSH)
 SC2328'THIS STATION RECOVERED AS ADEQUATELY DESCRIBED.  BOTH SURFACE MARKS
 SC2328'ARE IN POOR CONDITION AND MAY BE EASILY SHAKEN BY THE SLIGHTEST
 SC2328'HAND PRESSURE.  IT IS RECOMMENDED THAT ONLY THE SUB-SURFACE MARK BE
 SC2328'RELIED UPON.
 SC2328
 SC2328                          STATION RECOVERY (1974)
 SC2328
 SC2328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SC2328'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED.  BOTH ARE
 SC2328'LOOSE IN THE GROUND, AS REPORTED IN 1955.  DISTANCE BETWEEN THE
 SC2328'STATION AND REFERENCE MARK CHECKED THE ORIGINAL DISTANCE OF 3.307
 SC2328'METERS OR 10.85 FEET.  TREES HAVE OBSTRUCTED THE VIEW FROM THE
 SC2328'STATION AND CLEARING WOULD BE REQUIRED TO SEE ANY OTHER STATION.  AN
 SC2328'ECCENTRIC POINT WAS ESTABLISHED ON THE EDGE OF THE HIGHWAY AND THE
 SC2328'ABOVE OBSERVATIONS MADE.
 SC2328'
 SC2328'THE STATION IS ABOUT 10 MILES NORTHEAST OF ILWACO, ON THE TOP OF THE
 SC2328'ROAD CUT AT THE SOUTHERN END OF THE BRIDGE OVER THE NASELLE RIVER ON
 SC2328'U.S. HIGHWAY 101, ABOUT 58 FEET ABOVE THE HIGHWAY AND NEAR THE
 SC2328'NORTHWEST CORNER OF SECTION 22, T 11 N, R 10 W.
 SC2328'
 SC2328'TO REACH FROM THE INTERSECTION 1 BLOCK WEST OF THE POST OFFICE IN
 SC2328'LONG BEACH, GO SOUTH ON STATE HIGHWAY 103 FOR 1.4 MILES, TURN LEFT
 SC2328'AND FOLLOW U.S. HIGHWAY 101 NORTHEASTERLY FOR 12.15 MILES TO A
 SC2328'BRIDGE OVER TEAL SLOUGH, CONTINUE NORTH AND EAST ON HIGHWAY 101
 SC2328'FOR 0.65 MILE TO THE FORK AT THE SOUTH END OF THE BRIDGE OVER THE
 SC2328'NASELLE RIVER, KEEP RIGHT FORK 0.05 MILE TO A HOUSE ON THE RIGHT,
 SC2328'ABOUT 20 FEET ABOVE THE ROAD.  FROM THIS HOUSE WALK WESTERLY, UPHILL,
 SC2328'THROUGH TIMBER ABOUT 100 YARDS TO THE TOP OF THE HILL OVERLOOKING THE
 SC2328'HIGHWAY AND BRIDGE, AND THE STATION.
 SC2328'
 SC2328'THE STATION MARK, STAMPED BRID 1939, IS A STANDARD DISK SET IN A
 SC2328'CONCRETE-FILLED, 4-INCH SOIL PIPE WHICH PROJECTS 12 INCHES.  IT IS 3
 SC2328'FEET SOUTH OF THE TOP OF THE BLUFF, ON THE EASTERN SIDE OF AND
 SC2328'ABOUT 2 FEET LOWER THAN THE SUMMIT.
 SC2328'
 SC2328'THE REFERENCE MARK IS 10.85 FEET WEST OF THE STATION, 4 FEET NORTH
 SC2328'OF A VERY OLD, 6-FOOT HIGH STUMP AND 3 FEET SOUTH OF THE TOP OF THE
 SC2328'BLUFF.  THE MARK IS A STANDARD DISK, STAMPED BRID 1939 1939 (THE
 SC2328'939 STAMPED WITH NAIL HOLES, AND THE ONE ABOVE THE ARROW LOOKING
 SC2328'MORE LIKE 1934), IN A CONCRETE FILLED, 4-INCH SOIL PIPE WHICH
 SC2328'PROJECTS ABOUT 20 INCHES.
 SC2328'
 SC2328'THE ECCENTRIC POINT IS MARKED WITH A 1/2-INCH GALVANIZED ROD WITH
 SC2328'AN X CHISLED INTO THE TOP OF THE ROD WHICH IS 4 INCHES BELOW
 SC2328'GROUND, ON THE SHOULDER OF U.S. HIGHWAY 101, 59.8 FEET EAST OF A
 SC2328'COPPER WASHER STAMPED USC AND GS BM ON POWER POLE NO. J 22-4, 17.8
 SC2328'FEET NORTH OF THE CENTER OF THE HIGHWAY, 14.0 FEET WEST OF THE WEST
 SC2328'CORNER OF THE LAST GUARDRAIL POST AT THE SOUTH END OF THE BRIDGE AND
 SC2328'6.7 FEET NORTH OF THE NORTH EDGE OF THE BLACKTOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5072 ***********************************************************************
 SY5072  DESIGNATION -  BRID 1916
 SY5072  PID         -  SY5072
 SY5072  STATE/COUNTY-  WA/KITSAP
 SY5072  USGS QUAD   -  SUQUAMISH (1981)
 SY5072
 SY5072                         *CURRENT SURVEY CONTROL
 SY5072  ___________________________________________________________________
 SY5072* NAD 83(1991)-  47 43 08.22340(N)    122 33 21.58082(W)     ADJUSTED  
 SY5072* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SY5072  ___________________________________________________________________
 SY5072  LAPLACE CORR-         -12.08  (seconds)                    DEFLEC99
 SY5072  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY5072
 SY5072  HORZ ORDER  -  THIRD
 SY5072
 SY5072.The horizontal coordinates were established by classical geodetic methods
 SY5072.and adjusted by the National Geodetic Survey in December 1991..
 SY5072
 SY5072.The orthometric height was scaled from a topographic map.
 SY5072
 SY5072.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5072
 SY5072.The geoid height was determined by GEOID03.
 SY5072
 SY5072;                    North         East     Units Scale Factor Converg.
 SY5072;SPC WA N     -    81,380.788   370,764.260   MT  0.99996636   -1 16 57.2
 SY5072;SPC WA N     -   266,996.80  1,216,415.74   sFT  0.99996636   -1 16 57.2
 SY5072;UTM  10      - 5,285,159.020   533,300.260   MT  0.99961363   +0 19 42.6
 SY5072
 SY5072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5072!SPC WA N     -   1.00000157  x   0.99996636  =   0.99996793
 SY5072!UTM  10      -   1.00000157  x   0.99961363  =   0.99961520
 SY5072
 SY5072                          SUPERSEDED SURVEY CONTROL
 SY5072
 SY5072  NAD 83(1986)-  47 43 08.21882(N)    122 33 21.58562(W) AD(       ) 3
 SY5072  NAD 27      -  47 43 08.87400(N)    122 33 17.10000(W) AD(       ) 3
 SY5072
 SY5072.Superseded values are not recommended for survey control.
 SY5072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5072.See file dsdata.txt to determine how the superseded data were derived.
 SY5072
 SY5072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3330085159(NAD 83)
 SY5072_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5072_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 SY5072_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SY5072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5072
 SY5072  HISTORY     - Date     Condition        Report By
 SY5072  HISTORY     - 1916     MONUMENTED       CGS
 SY5072  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5072  HISTORY     - 19990301 MARK NOT FOUND   USPSQD
 SY5072
 SY5072                          STATION DESCRIPTION
 SY5072
 SY5072'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY5072'STATION IS ON THE BAINBRIDGE ISLAND SIDE OF AGATE PASS, SW OF THE
 SY5072'SMALL BIGHT MADE BY AGATE POINT, ABOUT 10 FEET OFFSHORE FROM
 SY5072'HIGH-WATER LINE AND AT A POINT ON THE SHORE WHERE A GLADE HAS
 SY5072'BEEN CLEARED IN THE WOODS.  THE BEACH HERE IS ROUNDING, CONVEX,
 SY5072'AND THE ONLY PROMINENT FEATURES ARE 2 BOULDERS, ABOUT 20 AND 30
 SY5072'FEET OFFSHORE FROM HIGH-WATER MARK, THE NEAREST, 201 FEET FROM
 SY5072'THE STATION AND THE COMMON TANGENT ALMOST IN LINE WITH THE
 SY5072'STATION.
 SY5072'
 SY5072'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5072'CONCRETE IN THE TOP OF A TILE, AS DESCRIBED IN NOTES 6A AND 13A.
 SY5072'
 SY5072'WITNESS MARK IS A TREE MARKED WITH A TRIANGULAR BLAZE WITH A
 SY5072'NAIL AT THE CENTER AND EACH APEX OF THE TRIANGLE, AS DESCRIBED
 SY5072'IN NOTE 15A.
 SY5072'
 SY5072'IT IS UNCERTAIN WHETHER THE DISTANCES GIVEN ARE IN METERS OR
 SY5072'IN FEET.
 SY5072
 SY5072                          STATION RECOVERY (1934)
 SY5072
 SY5072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5072'FOUND STATION MARK TIPPED OVER AND OUT OF PLACE.  ESTABLISHED
 SY5072'NEW STATION BRID 2 AND SET OLD STATION MARK AS A REFERENCE MARK FOR
 SY5072'NEW STATION.
 SY5072
 SY5072                          STATION RECOVERY (1999)
 SY5072
 SY5072'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY5072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5080 ***********************************************************************
 SY5080  DESIGNATION -  BRID 2
 SY5080  PID         -  SY5080
 SY5080  STATE/COUNTY-  WA/KITSAP
 SY5080  USGS QUAD   -  SUQUAMISH (1981)
 SY5080
 SY5080                         *CURRENT SURVEY CONTROL
 SY5080  ___________________________________________________________________
 SY5080* NAD 83(1991)-  47 43 08.05618(N)    122 33 21.62419(W)     ADJUSTED  
 SY5080* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SY5080  ___________________________________________________________________
 SY5080  LAPLACE CORR-         -12.07  (seconds)                    DEFLEC99
 SY5080  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY5080
 SY5080  HORZ ORDER  -  SECOND
 SY5080
 SY5080.The horizontal coordinates were established by classical geodetic methods
 SY5080.and adjusted by the National Geodetic Survey in December 1991..
 SY5080
 SY5080.The orthometric height was scaled from a topographic map.
 SY5080
 SY5080.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5080
 SY5080.The geoid height was determined by GEOID03.
 SY5080
 SY5080;                    North         East     Units Scale Factor Converg.
 SY5080;SPC WA N     -    81,375.645   370,763.240   MT  0.99996637   -1 16 57.2
 SY5080;SPC WA N     -   266,979.93  1,216,412.40   sFT  0.99996637   -1 16 57.2
 SY5080;UTM  10      - 5,285,153.852   533,299.387   MT  0.99961363   +0 19 42.6
 SY5080
 SY5080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5080!SPC WA N     -   1.00000157  x   0.99996637  =   0.99996794
 SY5080!UTM  10      -   1.00000157  x   0.99961363  =   0.99961520
 SY5080
 SY5080|---------------------------------------------------------------------|
 SY5080| PID    Reference Object                     Distance      Geod. Az  |
 SY5080|                                                           dddmmss.s |
 SY5080| SY5149 BAIN 2                              317.119 METERS 03715     |
 SY5080| CF7206 BRID 2 RM 1                           0.260 METERS 07908     |
 SY5080| SY5088 RIDGE 2 1934                        402.619 METERS 2114506.7 |
 SY5080| CF7207 BRID 2 RM 2                          57.720 METERS 21741     |
 SY5080| SY5139 SUE 2                               APPROX. 0.6 KM 3575524.0 |
 SY5080|---------------------------------------------------------------------|
 SY5080
 SY5080                          SUPERSEDED SURVEY CONTROL
 SY5080
 SY5080  NAD 83(1986)-  47 43 08.05159(N)    122 33 21.62899(W) AD(       ) 2
 SY5080  NAD 27      -  47 43 08.70600(N)    122 33 17.14300(W) AD(       ) 2
 SY5080
 SY5080.Superseded values are not recommended for survey control.
 SY5080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5080.See file dsdata.txt to determine how the superseded data were derived.
 SY5080
 SY5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3329985154(NAD 83)
 SY5080_MARKER: Z = SEE DESCRIPTION
 SY5080_SETTING: 0 = UNSPECIFIED SETTING
 SY5080
 SY5080  HISTORY     - Date     Condition        Report By
 SY5080  HISTORY     - 1934     MONUMENTED       CGS
 SY5080  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY5080
 SY5080                          STATION DESCRIPTION
 SY5080
 SY5080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5080'STATION IS LOCATED ON A ROUNDING POINT ON THE E SIDE OF AGATE
 SY5080'PASSAGE WHICH IS THE FIRST SMALL POINT SW OF POINT AGATE.  IT IS
 SY5080'ON THE HIGH-WATER LINE AND ABOUT 1 METER OUT FROM THE FOOT OF
 SY5080'THE BANK.
 SY5080'
 SY5080'STATION MARK IS A STANDARD BRONZE DISK SET IN A 11- BY 11- BY
 SY5080'24-INCH BLOCK PROJECTING 4 INCHES AT PRESENT.
 SY5080'
 SY5080'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN A MASS OF
 SY5080'CONCRETE 30 INCHES DEEP.
 SY5080'
 SY5080'REFERENCE MARK NO.1 IS THE OLD STATION MARK WITH AN ARROW
 SY5080'CHISELED ON IT AND STAMPED NO.1.  IT IS TO THE E AND ABOUT 1
 SY5080'FOOT FROM THE FOOT OF THE BANK.
 SY5080'
 SY5080'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK, SET IN A LARGE
 SY5080'FLAT BOULDER TO THE SW AT ABOUT HALF-TIDE MARK.
 SY5080
 SY5080                          STATION RECOVERY (1952)
 SY5080
 SY5080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 SY5080'A CURSORY SEARCH WAS MADE BY THREE MEN.  THREE REFERENCE MARKS
 SY5080'RECOVERED.  STATION MARK AS DESCRIBED WAS NOT FOUND.  STATION WAS
 SY5080'NOT OCCUPIED, AND THE MARKS WERE NOT MEASURED.  A REVISED
 SY5080'DESCRIPTION FOLLOWS--
 SY5080'
 SY5080'STATION IS LOCATED ON A ROUNDING POINT ON THE E SIDE OF AGATE
 SY5080'PASSAGE, THE FIRST SMALL POINT SW OF AGATE POINT.  IT IS ON THE
 SY5080'HIGH-WATERLINE, ABOUT 1 M. OUT FROM THE FOOT OF THE BANK.  STATION
 SY5080'MARK (NOT RECOVERED) IS A STANDARD BRONZE DISK, SET IN AN 11- BY
 SY5080'11- BY 24-IN. BLOCK PROJECTING ABOUT 4 IN.
 SY5080'
 SY5080'UNDERGROUND MARK (NOT RECOVERED) IS A STANDARD BRONZE DISK, SET
 SY5080'IN A MASS OF CONCRETE 30 IN. DEEP.
 SY5080'
 SY5080'REFERENCE MARK 1 WAS THE STATION MARK FOR STATION BRID 1916, RESET,
 SY5080'AND STAMPED NO 1 WITH AN ARROW CHISELED IN IT.  THIS MARK WAS SET IN
 SY5080'A TILE, AND WAS FOUND UPROOTED AND LYING ON THE BEACH AT THE END
 SY5080'OF A WOODEN BULKHEAD.
 SY5080'
 SY5080'REFERENCE MARK 2 IS A STANDARD BRONZE REFERENCE MARK, SET IN A
 SY5080'LARGE FLAT BOULDER TO THE SW, NEAR THE HALF-TIDE LEVEL, AND
 SY5080'STAMPED 2 1934.
 SY5080'
 SY5080'AN UNDESCRIBED, UNSTAMPED, REFERENCE MARK SET IN AN 8-IN. TILE
 SY5080'WAS FOUND ABOUT 6 FT. FROM WHERE REFERENCE MARK 1 WAS LYING.  IT
 SY5080'PROJECTS ABOUT 2 IN. FROM THE SAND, AND IS 3 FT. W OF THE BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0296 ***********************************************************************
 TR0296  DESIGNATION -  BRIDGE
 TR0296  PID         -  TR0296
 TR0296  STATE/COUNTY-  WA/ISLAND
 TR0296  USGS QUAD   -  DECEPTION PASS (1978)
 TR0296
 TR0296                         *CURRENT SURVEY CONTROL
 TR0296  ___________________________________________________________________
 TR0296* NAD 83(1986)-  48 24 16.     (N)    122 38 41.     (W)     SCALED    
 TR0296* NAVD 88     -        56.403  (meters)     185.05   (feet)  ADJUSTED  
 TR0296  ___________________________________________________________________
 TR0296  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 TR0296  DYNAMIC HT  -          56.418 (meters)     185.10  (feet)  COMP
 TR0296  MODELED GRAV-     980,863.7   (mgal)                       NAVD 88
 TR0296
 TR0296  VERT ORDER  -  FIRST     CLASS II
 TR0296
 TR0296.The horizontal coordinates were scaled from a topographic map and have
 TR0296.an estimated accuracy of +/- 6 seconds.
 TR0296
 TR0296.The orthometric height was determined by differential leveling
 TR0296.and adjusted by the National Geodetic Survey in June 1991..
 TR0296
 TR0296.The geoid height was determined by GEOID03.
 TR0296
 TR0296.The dynamic height is computed by dividing the NAVD 88
 TR0296.geopotential number by the normal gravity value computed on the
 TR0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0296.degrees latitude (g = 980.6199 gals.).
 TR0296
 TR0296.The modeled gravity was interpolated from observed gravity values.
 TR0296
 TR0296;                    North         East    Units  Estimated Accuracy
 TR0296;SPC WA N     -   157,730.      365,900.      MT  (+/- 180 meters Scaled)
 TR0296
 TR0296                          SUPERSEDED SURVEY CONTROL
 TR0296
 TR0296  NGVD 29 (??/??/92)   55.252  (m)          181.27   (f) ADJ UNCH    1 2
 TR0296
 TR0296.Superseded values are not recommended for survey control.
 TR0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0296.See file dsdata.txt to determine how the superseded data were derived.
 TR0296
 TR0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU262613(NAD 83)
 TR0296_MARKER: Z = SEE DESCRIPTION
 TR0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0296_SP_SET: SIDEWALK
 TR0296_STAMPING: BRIDGE
 TR0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0296
 TR0296  HISTORY     - Date     Condition        Report By
 TR0296  HISTORY     - UNK      MONUMENTED       WAHC
 TR0296  HISTORY     - 1952     GOOD             NGS
 TR0296  HISTORY     - 1983     GOOD             USPSQD
 TR0296  HISTORY     - 20010331 GOOD             NGS
 TR0296  HISTORY     - 20020519 MARK NOT FOUND   INDIV
 TR0296  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 TR0296
 TR0296                          STATION DESCRIPTION
 TR0296
 TR0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0296'IN DECEPTION PASS.
 TR0296'AT DECEPTION PASS, AT THE SOUTH END OF THE DECEPTION PASS BRIDGE, IN
 TR0296'THE TOP OF THE WEST CONCRETE SIDEWALK, 38.4 FEET NORTH OF THE SOUTH
 TR0296'END OF THE SIDEWALK, 11.5 FEET WEST OF THE CENTER LINE OF THE BRIDGE,
 TR0296'0.6 FOOT WEST OF THE EAST EDGE OF THE SIDEWALK, AND ABOUT 0.8 FOOT
 TR0296'ABOVE THE BRIDGE FLOOR.
 TR0296
 TR0296                          STATION RECOVERY (1983)
 TR0296
 TR0296'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0296'RECOVERED IN GOOD CONDITION.
 TR0296
 TR0296                          STATION RECOVERY (2001)
 TR0296
 TR0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0296'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 TR0296
 TR0296                          STATION RECOVERY (2002)
 TR0296
 TR0296'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (HLE)
 TR0296'EVIDENCE IN CONCRETE SIDEWALK OF MARK REMOVAL
 TR0296
 TR0296                          STATION RECOVERY (2005)
 TR0296
 TR0296'RECOVERY NOTE BY US POWER SQUADRON 2005 (MDR)
 TR0296'5/21/05 RECOVERY OF 2002 STILL VALID. MARK WAS NOT FOUND. THERE HAS
 TR0296'BEEN RAILING ADDED TO SIDEWALK IN APPROXIMATE POSITION THAT MARKER MAY
 TR0296'HAVE BEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3008 ***********************************************************************
 SY3008  DESIGNATION -  BRIDGE
 SY3008  PID         -  SY3008
 SY3008  STATE/COUNTY-  WA/PIERCE
 SY3008  USGS QUAD   -  BURLEY (1994)
 SY3008
 SY3008                         *CURRENT SURVEY CONTROL
 SY3008  ___________________________________________________________________
 SY3008* NAD 83(1991)-  47 22 50.15781(N)    122 38 17.20202(W)     ADJUSTED  
 SY3008* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3008  ___________________________________________________________________
 SY3008  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 SY3008  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 SY3008
 SY3008  HORZ ORDER  -  SECOND
 SY3008
 SY3008.The horizontal coordinates were established by classical geodetic methods
 SY3008.and adjusted by the National Geodetic Survey in December 1991..
 SY3008
 SY3008.The orthometric height was scaled from a topographic map.
 SY3008
 SY3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3008
 SY3008.The geoid height was determined by GEOID03.
 SY3008
 SY3008;                    North         East     Units Scale Factor Converg.
 SY3008;SPC WA S     -   229,753.171   338,560.126   MT  1.00001116   -1 33 11.2
 SY3008;SPC WA S     -   753,781.86  1,110,759.35   sFT  1.00001116   -1 33 11.2
 SY3008;SPC WA N     -    43,914.148   363,722.729   MT  1.00002441   -1 20 37.3
 SY3008;SPC WA N     -   144,075.00  1,193,313.65   sFT  1.00002441   -1 20 37.3
 SY3008;UTM  10      - 5,247,523.634   527,316.770   MT  0.99960917   +0 15 58.7
 SY3008
 SY3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3008!SPC WA S     -   1.00000320  x   1.00001116  =   1.00001436
 SY3008!SPC WA N     -   1.00000320  x   1.00002441  =   1.00002761
 SY3008!UTM  10      -   1.00000320  x   0.99960917  =   0.99961236
 SY3008
 SY3008:                Primary Azimuth Mark                     Grid Az
 SY3008:SPC WA S     -  BELL 1935                                009 28 37.5
 SY3008:SPC WA N     -  BELL 1935                                009 16 03.6
 SY3008:UTM  10      -  BELL 1935                                007 39 27.6
 SY3008
 SY3008|---------------------------------------------------------------------|
 SY3008| PID    Reference Object                     Distance      Geod. Az  |
 SY3008|                                                           dddmmss.s |
 SY3008| SY3006 BELL 1935                           APPROX. 0.5 KM 0075526.3 |
 SY3008| CE3384 BRIDGE RM                             4.140 METERS 13858     |
 SY3008| SY2998 SALE                                APPROX. 1.5 KM 1705032.2 |
 SY3008|---------------------------------------------------------------------|
 SY3008
 SY3008                          SUPERSEDED SURVEY CONTROL
 SY3008
 SY3008  NAD 83(1986)-  47 22 50.15306(N)    122 38 17.21165(W) AD(       ) 2
 SY3008  NAD 27      -  47 22 50.80800(N)    122 38 12.72600(W) AD(       ) 2
 SY3008
 SY3008.Superseded values are not recommended for survey control.
 SY3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3008.See file dsdata.txt to determine how the superseded data were derived.
 SY3008
 SY3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2731747524(NAD 83)
 SY3008_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3008
 SY3008  HISTORY     - Date     Condition        Report By
 SY3008  HISTORY     - 1935     MONUMENTED       CGS
 SY3008  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3008
 SY3008                          STATION DESCRIPTION
 SY3008
 SY3008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3008'STATION IS LOCATED AT THE HEAD OF CARR INLET, ON SHOULDER OF HIGHWAY
 SY3008'CROSSING BURLY LAGOON.  STATION IS ON THE S SIDE OF HIGHWAY, NEARER
 SY3008'THE WESTERN SHORE, AND IS ABOUT 1 METER FROM EDGE OF ROAD AND A
 SY3008'SIMILAR DISTANCE FROM WOODEN RETAINING WALL.  PERMANENCY OF
 SY3008'STATION IS DOUBTED SINCE ROAD FILL IS NOT FIRM AND STABLE.
 SY3008'
 SY3008'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3008'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY3008'
 SY3008'REFERENCE MARK ON BEACH AT HIGH-WATER MARK AND ABOUT 5 FEET LOWER
 SY3008'THAN ROADBED.
 SY3008
 SY3008                          STATION RECOVERY (1966)
 SY3008
 SY3008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3008'THE STATION MARK AND THE REFERENCE MARK WERE NOT FOUND.  A LONG-TIME
 SY3008'RESIDENT OF THE AREA SAYS THE ROAD IS THE SAME LEVEL AS IN 1935, BUT
 SY3008'EROSION FROM HIGH TIDES HAS MADE REPAIRS NECESSARY.  THE WOODEN
 SY3008'BULKHEAD HAS BEEN REPLACED WITH ROCKS.  STATION COULD HAVE SLID
 SY3008'OFF, OR POSSIBLY, STILL BE IN PLACE AND COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1107 ***********************************************************************
 TR1107  DESIGNATION -  BRIDGE
 TR1107  PID         -  TR1107
 TR1107  STATE/COUNTY-  WA/ISLAND
 TR1107  USGS QUAD   -  JUNIPER BEACH (1973)
 TR1107
 TR1107                         *CURRENT SURVEY CONTROL
 TR1107  ___________________________________________________________________
 TR1107* NAD 83(1991)-  48 14 23.78409(N)    122 23 44.26786(W)     ADJUSTED  
 TR1107* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1107  ___________________________________________________________________
 TR1107  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 TR1107  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 TR1107
 TR1107  HORZ ORDER  -  THIRD
 TR1107
 TR1107.The horizontal coordinates were established by classical geodetic methods
 TR1107.and adjusted by the National Geodetic Survey in December 1991..
 TR1107
 TR1107.The orthometric height was scaled from a topographic map.
 TR1107
 TR1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1107
 TR1107.The geoid height was determined by GEOID03.
 TR1107
 TR1107;                    North         East     Units Scale Factor Converg.
 TR1107;SPC WA N     -   139,037.836   383,969.110   MT  0.99994452   -1 09 47.4
 TR1107;SPC WA N     -   456,159.97  1,259,738.66   sFT  0.99994452   -1 09 47.4
 TR1107;UTM  10      - 5,343,145.666   544,873.747   MT  0.99962474   +0 27 03.0
 TR1107
 TR1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1107!SPC WA N     -   1.00000308  x   0.99994452  =   0.99994760
 TR1107!UTM  10      -   1.00000308  x   0.99962474  =   0.99962782
 TR1107
 TR1107:                Primary Azimuth Mark                     Grid Az
 TR1107:SPC WA N     -  STANWOOD NORWEG LUTH CH STPL             080 57 41.1
 TR1107:UTM  10      -  STANWOOD NORWEG LUTH CH STPL             079 20 50.7
 TR1107
 TR1107|---------------------------------------------------------------------|
 TR1107| PID    Reference Object                     Distance      Geod. Az  |
 TR1107|                                                           dddmmss.s |
 TR1107| TR1070 STANWOOD NORWEG LUTH CH STPL        APPROX. 2.2 KM 0794753.7 |
 TR1107| TR1073 E STANWOOD CARNATION MILK CHIM      APPROX. 3.7 KM 0860006.7 |
 TR1107| TR1069 STANWOOD SAWMILL WATER TANK         APPROX. 2.1 KM 0902117.1 |
 TR1107| CF7636 BRIDGE RM                            22.327 METERS 25647     |
 TR1107| TR1136 SPIT 2                              APPROX. 3.0 KM 3153731.0 |
 TR1107|---------------------------------------------------------------------|
 TR1107
 TR1107                          SUPERSEDED SURVEY CONTROL
 TR1107
 TR1107  NAD 83(1986)-  48 14 23.78782(N)    122 23 44.27037(W) AD(       ) 3
 TR1107  NAD 27      -  48 14 24.42700(N)    122 23 39.70900(W) AD(       ) 3
 TR1107
 TR1107.Superseded values are not recommended for survey control.
 TR1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1107.See file dsdata.txt to determine how the superseded data were derived.
 TR1107
 TR1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4487443146(NAD 83)
 TR1107_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1107
 TR1107  HISTORY     - Date     Condition        Report By
 TR1107  HISTORY     - 1924     MONUMENTED       CGS
 TR1107  HISTORY     - 1934     SEE DESCRIPTION  WAGS
 TR1107  HISTORY     - 1955     SEE DESCRIPTION  USGS
 TR1107  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1107
 TR1107                          STATION DESCRIPTION
 TR1107
 TR1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 TR1107'STATION IS ABOUT 75 YARDS W OF THE COUNTY LINE BETWEEN SNOHOMISH
 TR1107'COUNTY AND ISLAND COUNTY.  IT IS ON THE DIKE WHICH PARALLELS DAVIS
 TR1107'SLOUGH, AND IS ABOUT 3 YARDS N OF THE ROAD, WHICH RUNS ACROSS THE
 TR1107'SLOUGH AND ONTO UTSALADDY.  THE STATION MARK IS JUST N OF THE
 TR1107'END OF THE APPROACH TO THE PLATE-GIRDER BRIDGE ACROSS DAVIS
 TR1107'SLOUGH.
 TR1107'
 TR1107'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1107'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 TR1107'
 TR1107'THE REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE ROAD, AND IS
 TR1107'ABOUT 5 FEET N OF THE FENCE AROUND A CULTIVATED FIELD.
 TR1107
 TR1107                          STATION RECOVERY (1934)
 TR1107
 TR1107'RECOVERY NOTE BY WASHINGTON GEODETIC SURVEY 1934
 TR1107'EXISTING DESCRIPTION CORRECT AND SUFFICIENT.  TRIANGULATION STATION
 TR1107'AND REFERENCE MONUMENTS IN GOOD CONDITION.
 TR1107
 TR1107                          STATION RECOVERY (1955)
 TR1107
 TR1107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 TR1107'OLD ROAD IS NOW GONE AND NEW ROAD PROBABLY COVERS MARK.  MARK
 TR1107'WAS POSSIBLY DESTROYED DURING ROAD BUILDING.
 TR1107
 TR1107                          STATION RECOVERY (1960)
 TR1107
 TR1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1107'THE STATION WAS NOT RECOVERED.  A THOROUGH SEARCH WAS MADE FOR THE
 TR1107'STATION AND THE REFERENCE MARK BUT NO TRACE OF THEM COULD BE
 TR1107'FOUND.  A NEW BRIDGE HAS BEEN BUILT AND IT IS POSSIBLE THAT THE
 TR1107'MARKS WERE DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1518 ***********************************************************************
 SX1518  DESIGNATION -  BRIDGE
 SX1518  PID         -  SX1518
 SX1518  STATE/COUNTY-  WA/KING
 SX1518  USGS QUAD   -  CARNATION (1993)
 SX1518
 SX1518                         *CURRENT SURVEY CONTROL
 SX1518  ___________________________________________________________________
 SX1518* NAD 83(1991)-  47 39 56.18853(N)    121 55 35.17145(W)     ADJUSTED  
 SX1518* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 SX1518  ___________________________________________________________________
 SX1518  LAPLACE CORR-          15.25  (seconds)                    DEFLEC99
 SX1518  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 SX1518
 SX1518  HORZ ORDER  -  THIRD
 SX1518
 SX1518.The horizontal coordinates were established by classical geodetic methods
 SX1518.and adjusted by the National Geodetic Survey in December 1991..
 SX1518
 SX1518.The orthometric height was scaled from a topographic map.
 SX1518
 SX1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1518
 SX1518.The geoid height was determined by GEOID03.
 SX1518
 SX1518;                    North         East     Units Scale Factor Converg.
 SX1518;SPC WA N     -    74,586.586   417,906.000   MT  0.99997323   -0 48 49.8
 SX1518;SPC WA N     -   244,706.16  1,371,079.94   sFT  0.99997323   -0 48 49.8
 SX1518;UTM  10      - 5,279,693.242   580,598.720   MT  0.99967983   +0 47 37.1
 SX1518
 SX1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1518!SPC WA N     -   0.99999963  x   0.99997323  =   0.99997286
 SX1518!UTM  10      -   0.99999963  x   0.99967983  =   0.99967946
 SX1518
 SX1518:                Primary Azimuth Mark                     Grid Az
 SX1518:SPC WA N     -  STILLWATER                               002 58 24.2
 SX1518:UTM  10      -  STILLWATER                               001 21 57.3
 SX1518
 SX1518|---------------------------------------------------------------------|
 SX1518| PID    Reference Object                     Distance      Geod. Az  |
 SX1518|                                                           dddmmss.s |
 SX1518| SX1517 STILLWATER                          APPROX. 2.2 KM 0020934.4 |
 SX1518| CF4160 BRIDGE RM                            13.914 METERS 06512     |
 SX1518|---------------------------------------------------------------------|
 SX1518
 SX1518                          SUPERSEDED SURVEY CONTROL
 SX1518
 SX1518  NAD 83(1986)-  47 39 56.17939(N)    121 55 35.17611(W) AD(       ) 3
 SX1518  NAD 27      -  47 39 56.82000(N)    121 55 30.74100(W) AD(       ) 3
 SX1518
 SX1518.Superseded values are not recommended for survey control.
 SX1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1518.See file dsdata.txt to determine how the superseded data were derived.
 SX1518
 SX1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8059979693(NAD 83)
 SX1518
 SX1518  HISTORY     - Date     Condition        Report By
 SX1518  HISTORY     - 1937     MONUMENTED       WAGS
 SX1518  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SX1518  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SX1518  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SX1518
 SX1518                          STATION DESCRIPTION
 SX1518
 SX1518'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1518'STATION IS LOCATED 1-1/2 MILES (AIR LINE) N OF TOLT AND 6 MILES
 SX1518'SE OF DUVALL (AIR LINE) AT W END OF BRIDGE OVER SNOQUALMIE RIVER,
 SX1518'ON THE ROAD BETWEEN CARNATION FARM AND TOWN OF CARNATION.
 SX1518'
 SX1518'STATION IS REACHED AS FOLLOWS--FROM THE CARNATION GRADE SCHOOL
 SX1518'IN THE TOWN OF CARNATION, GO N ON CARNATION-DUVALL PAVED ROAD 0.5
 SX1518'MILE TO THE END OF PAVEMENT.  CONTINUE N 0.5 MILE TO ROAD ON
 SX1518'LEFT (W).  TAKE THIS ROAD.  NOTE ROAD SIGN POST ON RIGHT (E)
 SX1518'MONROE 20-FALL CITY 5 - DUVALL 8 - CARNATION 1 - KIRKLAND 20.
 SX1518'1.3 MILES TO W END OF BRIDGE OVER SNOQUALMIE RIVER.  STATION IS
 SX1518'IN FRONT YARD OF HOME ON S SIDE OF ROAD.  STATION IS 51.4
 SX1518'FEET NE OF NE CORNER OF HOUSE.  STATION IS 54 FEET NW OF NW
 SX1518'CORNER OF OLD BRICK HOUSE FOUNDATION WITH TAR PAPER ROOF OVER
 SX1518'IT (USED AS A STOREHOUSE).  PROPERTY IS OWNED AND OCCUPIED
 SX1518'BY L.E. THOMPSON.
 SX1518
 SX1518                          STATION RECOVERY (1948)
 SX1518
 SX1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JCP)
 SX1518'STATION IS LOCATED 1-1/2 MILES (AIR LINE) N OF CARNATION, 6 MILES
 SX1518'SE OF DUVALL (AIR LINE), AT W END OF BRIDGE OVER SNOQUALMIE RIVER,
 SX1518'ON THE ROAD BETWEEN CARNATION FARMS AND TOWN OF CARNATION.
 SX1518'
 SX1518'STATION IS REACHED AS FOLLOWS--FROM THE CARNATION GRADE SCHOOL
 SX1518'IN THE TOWN OF CARNATION, GO N ON CARNATION-DUVALL PAVED ROAD 0.5
 SX1518'MILE TO THE END OF PAVEMENT.  TURN LEFT AT ROAD SIGN CARNATION
 SX1518'FARMS, 2-1/2 MILES, AND GO 1.2 MILES TO W END OF BRIDGE OVER
 SX1518'SNOQUALMIE RIVER.  STATION IS IN THE FRONT YARD OF HOME OWNED BY
 SX1518'MRS. ELMA C. JENKINS, ON S SIDE OF ROAD.  STATION IS 51.4 FEET
 SX1518'NE OF NE CORNER OF HOUSE, AND 54 FEET NW OF NW CORNER OF OLD
 SX1518'BRICK HOUSE FOUNDATION WITH TAR PAPER ROOF OVER IT (USED AS A
 SX1518'STOREHOUSE).  MRS. JENKINS HAS TURNED THE PROPERTY OVER
 SX1518'TO THE TABERNACLE BAPTIST CHURCH OF SEATTLE FOR A SUMMER CAMP
 SX1518'FOR BOYS AND GIRLS.
 SX1518'
 SX1518'IN TERRACING THE GROUNDS THE ONLY REFERENCE MARK HAS BEEN
 SX1518'DESTROYED.  IN THE NEAR FUTURE IT WILL BE NECESSARY TO REMOVE THE
 SX1518'STATION MARK AND RESET IT AFTER THE GROUNDS HAVE BEEN LEVELED OFF
 SX1518'AND TERRACED.
 SX1518'
 SX1518'STATION NO. 1 IS AN 8-PENNY NAIL PROTRUDING 1/2 INCH, DRIVEN IN
 SX1518'A TELEPHONE POLE, NNE OF STATION.  NAIL IS 5.4 FEET FROM BOTTOM
 SX1518'OF POLE AND APPROXIMATELY THE SAME ELEVATION AS THE MARK.  DISTANCE
 SX1518'IS 58.981 FEET (17.978 METERS).
 SX1518'
 SX1518'STATION NO. 2 IS AN 8-PENNY NAIL, PROTRUDING 1/2 INCH, DRIVEN IN
 SX1518'A 10-INCH-DIAMETER MAPLE TREE, SE OF STATION.  NAIL IS 2.6 FEET
 SX1518'FROM BOTTOM OF THE TREE AND APPROXIMATELY THE SAME ELEVATION AS
 SX1518'MARK.  DISTANCE IS 37.670 FEET (11.482 METERS).
 SX1518'
 SX1518'STATION NO. 3 IS AN 8-PENNY NAIL, PROTRUDING 1/2 INCH, DRIVEN
 SX1518'IN THE BASE OF A 12-INCH-DIAMETER MAPLE TREE, WSW OF STATION.  THE
 SX1518'NAIL IS ABOUT 2 FEET HIGHER THAN ELEVATION OF STATION.  DISTANCE
 SX1518'IS 29.587 FEET (9.018 METERS).
 SX1518'
 SX1518'STATION NO. 4 IS THE CLOSER OR N CORNER OF A 1-1/2-INCH NUT ON
 SX1518'SILL OF ROOTHOUSE, 4.2 FEET W OF ROCK VENTILATOR, AND ABOUT 1 FOOT
 SX1518'HIGHER THAN MARK.  DISTANCE IS 66.439 FEET (20.251 METERS) SE
 SX1518'FROM THE STATION.
 SX1518'
 SX1518'ALL MEASURED DISTANCES WERE HORIZONTAL.
 SX1518
 SX1518                          STATION RECOVERY (1952)
 SX1518
 SX1518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SX1518'STATION FOUND DISTURBED.  TABLET IN ROCK FOUND LYING ON THE GROUND
 SX1518'UNDER A TREE NEAR A HOUSE.
 SX1518
 SX1518                          STATION RECOVERY (1953)
 SX1518
 SX1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SX1518'STATION IS LOST.  BOTH MARKS MOVED DURING A RECENT LANDSCAPING
 SX1518'PROJECT.  REFERENCE MEASUREMENTS RECORDED BY J.C.P. IN 1948 WERE
 SX1518'INSUFFICIENT TO RELOCATE THE MARK SINCE THREE OF THE FOUR
 SX1518'REFERENCED OBJECTS HAD BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1421 ***********************************************************************
 TR1421  DESIGNATION -  BRIDGE 1939
 TR1421  PID         -  TR1421
 TR1421  STATE/COUNTY-  WA/SKAGIT
 TR1421  USGS QUAD   -  DECEPTION PASS (1978)
 TR1421
 TR1421                         *CURRENT SURVEY CONTROL
 TR1421  ___________________________________________________________________
 TR1421* NAD 83(1991)-  48 24 29.91984(N)    122 38 41.65438(W)     ADJUSTED  
 TR1421* NAVD 88     -        56.40   (+/-2cm)     185.0    (feet)  VERTCON   
 TR1421  ___________________________________________________________________
 TR1421  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 TR1421  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 TR1421
 TR1421  HORZ ORDER  -  THIRD
 TR1421  VERT ORDER  -  THIRD ? (See Below)
 TR1421
 TR1421.The horizontal coordinates were established by classical geodetic methods
 TR1421.and adjusted by the National Geodetic Survey in December 1991..
 TR1421
 TR1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1421.The vertical order pertains to the NGVD 29 superseded value.
 TR1421
 TR1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1421
 TR1421.The geoid height was determined by GEOID03.
 TR1421
 TR1421;                    North         East     Units Scale Factor Converg.
 TR1421;SPC WA N     -   158,159.808   365,899.515   MT  0.99995508   -1 20 55.5
 TR1421;SPC WA N     -   518,895.97  1,200,455.33   sFT  0.99995508   -1 20 55.5
 TR1421;UTM  10      - 5,361,744.827   526,278.853   MT  0.99960848   +0 15 56.1
 TR1421
 TR1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1421!SPC WA N     -   0.99999462  x   0.99995508  =   0.99994970
 TR1421!UTM  10      -   0.99999462  x   0.99960848  =   0.99960310
 TR1421
 TR1421:                Primary Azimuth Mark                     Grid Az
 TR1421:SPC WA N     -  BEN URE ISLAND LT                        110 24 19.1
 TR1421:UTM  10      -  BEN URE ISLAND LT                        108 47 27.5
 TR1421
 TR1421|---------------------------------------------------------------------|
 TR1421| PID    Reference Object                     Distance      Geod. Az  |
 TR1421|                                                           dddmmss.s |
 TR1421| TR1414 BEN URE ISLAND LT                   APPROX. 1.3 KM 1090323.6 |
 TR1421| TR1420 PASS                                APPROX. 1.5 KM 2430619.7 |
 TR1421|---------------------------------------------------------------------|
 TR1421
 TR1421                          SUPERSEDED SURVEY CONTROL
 TR1421
 TR1421  NAD 83(1986)-  48 24 29.92223(N)    122 38 41.65953(W) AD(       ) 3
 TR1421  NAD 27      -  48 24 30.55600(N)    122 38 37.03000(W) AD(       ) 3
 TR1421  NGVD 29 (07/19/86)   55.25   (m)          181.3    (f) LEVELING    3  
 TR1421
 TR1421.Superseded values are not recommended for survey control.
 TR1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1421.See file dsdata.txt to determine how the superseded data were derived.
 TR1421
 TR1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2627961745(NAD 83)
 TR1421
 TR1421  HISTORY     - Date     Condition        Report By
 TR1421  HISTORY     - 1939     MONUMENTED       CGS
 TR1421  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1421  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1421  HISTORY     - 1985     GOOD             USPSQD
 TR1421  HISTORY     - 1988     GOOD             USPSQD
 TR1421  HISTORY     - 20021030 GOOD             USPSQD
 TR1421
 TR1421                          STATION DESCRIPTION
 TR1421
 TR1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1421'IN DECEPTION PASS STATE PARK, ON THE HIGHWAY BRIDGE OVER CANOE
 TR1421'PASS, THE CENTER OF THE TOP OF THE SW ABUTMENT, THE 3/4-INCH CAPPED
 TR1421'PIPE PROJECTING ABOUT 3 INCHES ABOVE THE CONCRETE.
 TR1421'
 TR1421'THE STATION WAS OCCUPIED ECCENTRICALLY, THE LATTER POINT BEING
 TR1421'MARKED BY A 3/4-INCH BRASS PLUG CEMENTED INTO A DRILL HOLE IN THE
 TR1421'SIDEWALK.
 TR1421
 TR1421                          STATION RECOVERY (1953)
 TR1421
 TR1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1421'THE STATION AND THE ECCENTRIC WERE RECOVERED IN GOOD CONDITION AS
 TR1421'DESCRIBED IN 1939.  A COMPLETE DESCRIPTION FOLLOWS--
 TR1421'
 TR1421'IN DECEPTION PASS STATE PARK, ON THE HIGHWAY BRIDGE OVER CANOE
 TR1421'PASS, ON THE CENTER OF THE TOP OF THE SW ABUTMENT.  THE STATION
 TR1421'IS A 3/4-IN. CAPPED PIPE PROJECTING ABOUT 3 IN. ABOVE THE CONCRETE.
 TR1421'
 TR1421'THE ECCENTRIC IS A 3/4-IN. BRASS PLUG CEMENTED IN A DRILL HOLE IN
 TR1421'THE SIDEWALK AND INSCRIBED WITH A SMALL TRIANGLE.  THE DISTANCE FROM
 TR1421'THE ECCENTRIC TO THE STATION WAS CHECKED.
 TR1421
 TR1421                          STATION RECOVERY (1960)
 TR1421
 TR1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1421'THE STATION AND THE ECCENTRIC POINT WERE RECOVERED IN GOOD CONDITION
 TR1421'AS DESCRIBED BY F.N. IN 1953.  THE ECCENTRIC DISTANCE WAS NOT
 TR1421'VERIFIED.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 TR1421
 TR1421                          STATION RECOVERY (1985)
 TR1421
 TR1421'RECOVERY NOTE BY US POWER SQUADRON 1985 (MEH)
 TR1421'CAPPED 3/4 INCH PIPE RECOVERED GOOD.
 TR1421'
 TR1421'ECCENTRIC 3/4 INCH BRASS PLUG FOUND GOOD.
 TR1421'
 TR1421'NOTE--STATION IS 7-1/2 FEET HIGHER THAN AND NORTH OF THE ECCENTRIC
 TR1421'PLUG.
 TR1421
 TR1421                          STATION RECOVERY (1988)
 TR1421
 TR1421'RECOVERY NOTE BY US POWER SQUADRON 1988 (PHK)
 TR1421'RECOVERED IN GOOD CONDITION.
 TR1421
 TR1421                          STATION RECOVERY (2002)
 TR1421
 TR1421'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 TR1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1058 ***********************************************************************
 SW1058  DESIGNATION -  BRIDGE 2
 SW1058  PID         -  SW1058
 SW1058  STATE/COUNTY-  WA/GRANT
 SW1058  USGS QUAD   -  SIELER (1978)
 SW1058
 SW1058                         *CURRENT SURVEY CONTROL
 SW1058  ___________________________________________________________________
 SW1058* NAD 83(1986)-  47 05 57.     (N)    119 14 43.     (W)     SCALED    
 SW1058* NAVD 88     -       367.77   (meters)    1206.6    (feet)  RESET     
 SW1058  ___________________________________________________________________
 SW1058  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SW1058
 SW1058  VERT ORDER  -  THIRD
 SW1058
 SW1058.The horizontal coordinates were scaled from a topographic map and have
 SW1058.an estimated accuracy of +/- 6 seconds.
 SW1058
 SW1058.The orthometric height was computed from unverified reset data.
 SW1058.No vertical observational check was made to the station.
 SW1058
 SW1058.The geoid height was determined by GEOID03.
 SW1058
 SW1058;                    North         East    Units  Estimated Accuracy
 SW1058;SPC WA S     -   197,040.      595,240.      MT  (+/- 180 meters Scaled)
 SW1058
 SW1058                          SUPERSEDED SURVEY CONTROL
 SW1058
 SW1058  NGVD 29 (12/17/02)  366.64   (m)         1202.9    (f) RESET       3  
 SW1058
 SW1058.Superseded values are not recommended for survey control.
 SW1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1058.See file dsdata.txt to determine how the superseded data were derived.
 SW1058
 SW1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN296186(NAD 83)
 SW1058_MARKER: DH = HORIZONTAL CONTROL DISK
 SW1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1058_SP_SET: CONCRETE POST
 SW1058_STAMPING: BRIDGE 2 1981
 SW1058_MARK LOGO: NGS   
 SW1058_PROJECTION: FLUSH
 SW1058_MAGNETIC: N = NO MAGNETIC MATERIAL
 SW1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1058+STABILITY: SURFACE MOTION
 SW1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1058+SATELLITE: SATELLITE OBSERVATIONS - 1981
 SW1058
 SW1058  HISTORY     - Date     Condition        Report By
 SW1058  HISTORY     - 1981     MONUMENTED       NGS
 SW1058  HISTORY     - 19810318 GOOD             NGS
 SW1058  HISTORY     - 19830808 GOOD             NGS
 SW1058  HISTORY     - 20030420 MARK NOT FOUND   USPSQD
 SW1058
 SW1058                          STATION DESCRIPTION
 SW1058
 SW1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 SW1058'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NW OF WORDEN, AT THE
 SW1058'NORTHEAST APPROACH TO THE STATE ROUTE 17 OVERPASS OVER INTERSTATE
 SW1058'HIGHWAY 90 NEAR THE SOUTHEAST EDGE OF MOSES LAKE. THE STATION IS
 SW1058'LOCATED AT THE INTERSECTION OF INTERSATE HIGHWAY 90 AND STATE ROUTE 17
 SW1058'IN THE NORTHEAST ANGLE OF THE INTERSECTION. THE MARK IS SET IN THE TOP
 SW1058'OF A ROUND CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT) IN DIAMETER AND
 SW1058'IS FLUSH WITH THE GROUND SURFACE.  IT IS 23.725 M (77.838 FT)
 SW1058'NORTH-NORTHEAST OF REFERENCE MARK 2, 7.330 M (24.049 FT)
 SW1058'SOUTH-SOUTHEAST OF REFERENCE MARK 3, 13.2 M (43.3 FT) NORTH OF THE
 SW1058'NORTHEAST CORNER OF THE OVERPASS, 10.8 M (35.4 FT) EAST OF THE CENTER
 SW1058'OF STATE ROUTE 17, 7.5 M (24.6 FT) SOUTH OF LIGHT STANDARD NUMBER 2
 SW1058'AND 2.6 M (8.5 FT) WEST OF A METAL WITNESS POST.
 SW1058
 SW1058                          STATION RECOVERY (1981)
 SW1058
 SW1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW1058'IN MOSES LAKE, ON THE EAST SIDE OF THE APPROACH TO THE HIGHWAY 17
 SW1058'OVERPASS ON INTERSTATE HIGHWAY 90, 13.2 M (43.3 FT) NORTH OF THE
 SW1058'NORTHEAST CORNER OF THE OVERPASS, 10.82 M (35.50 FT) EAST OF THE
 SW1058'CENTER OF THE HIGHWAY, 7.5 M (24.6 FT) SOUTH OF LIGHT STANDARD H 2Y.
 SW1058
 SW1058                          STATION RECOVERY (1983)
 SW1058
 SW1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 SW1058'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 SW1058'CONDITION.  REFERENCE MARK 2 WILL BE DESTROYED BY CONSTRUCTION.  THE
 SW1058'DISTANCE AND DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH
 SW1058'THE 1981 DATA.  A NEW REFERENCE MARK 4 WAS ESTABLISHED AT THIS DATE.
 SW1058'THE 1981 TO REACH IS ADEQUATE AT THIS TIME.  THE STATION IS LOCATED
 SW1058'ABOUT 16.1 KM (10.00 MI) NORTHWEST OF WORDEN, AT THE NORTHEAST
 SW1058'APPROACH IS THE STATE HIGHWAY 17 OVERPASS OF INTERSTATE HIGHWAY 90
 SW1058'NEAR THE SOUTHEAST EDGE OF MOSES LAKE.  THE STATION IS A STANDARD NGS
 SW1058'DISK STAMPED BRIDGE 2 1981, SET INTO THE TOP OF A ROUND CONCRETE
 SW1058'MONUMENT 12 INCHES OR 30 CM IN DIAMETER FLUSH WITH GROUND LOCATED 43.4
 SW1058'FT (13.2 M) N FROM THE NORTHEAST CORNER OF THE OVERPASS, 35.5 FT (10.8
 SW1058'M) E FROM THE CENTER OF THE ROAD, 24.7 FT (7.5 M) S FROM LIGHT
 SW1058'STANDARD 2, AND 8.7 FT (2.7 M) W FROM A METAL WITNESS POST. REFERENCE
 SW1058'MARK NO 3 IS A STANDARD NGS DISK STAMPED BRIDGE 2 NO 3 1981, SET IN A
 SW1058'DRILL HOLE IN THE SOUTHEAST CORNER OF THE FOUNDATION FOR LIGHT
 SW1058'STANDARD NO 2 LOCATED 67 FT (20.4 M) N FROM THE NORTHEAST CORNER OF
 SW1058'THE OVERPASS, 25.5 FT (7.8 M) NNW FROM THE WITNESS POST, 5 FT (1.5 M)
 SW1058'E FROM THE GUARDRAIL, AND 1.6 FT (0.5 M) SE FROM LIGHT STANDARD NO 2.
 SW1058'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED BRIDGE 2 1981 NO 4
 SW1058'1983, SET IN A DRILL HOLE IN THE NORTHEAST ABUTMENT OF THE OVERPASS
 SW1058'LOCATED 5 FT (1.5 M) E FROM THE NORTHEAST CORNER OF THE OVERPASS, AND
 SW1058'40 FT (12.2 M) E FROM THE CENTER OF STATE HIGHWAY 17.
 SW1058
 SW1058                          STATION RECOVERY (2003)
 SW1058
 SW1058'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEL)
 SW1058'ALL NEW INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1059 ***********************************************************************
 SW1059  DESIGNATION -  BRIDGE 2 RM 3
 SW1059  PID         -  SW1059
 SW1059  STATE/COUNTY-  WA/GRANT
 SW1059  USGS QUAD   -  SIELER (1978)
 SW1059
 SW1059                         *CURRENT SURVEY CONTROL
 SW1059  ___________________________________________________________________
 SW1059* NAD 83(1986)-  47 05 56.     (N)    119 14 41.     (W)     SCALED    
 SW1059* NAVD 88     -       367.73   (meters)    1206.5    (feet)  RESET     
 SW1059  ___________________________________________________________________
 SW1059  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SW1059
 SW1059  VERT ORDER  -  THIRD
 SW1059
 SW1059.The horizontal coordinates were scaled from a topographic map and have
 SW1059.an estimated accuracy of +/- 6 seconds.
 SW1059
 SW1059.The orthometric height was computed from unverified reset data.
 SW1059.No vertical observational check was made to the station.
 SW1059
 SW1059.The geoid height was determined by GEOID03.
 SW1059
 SW1059;                    North         East    Units  Estimated Accuracy
 SW1059;SPC WA S     -   197,000.      595,290.      MT  (+/- 180 meters Scaled)
 SW1059
 SW1059                          SUPERSEDED SURVEY CONTROL
 SW1059
 SW1059  NGVD 29 (12/17/02)  366.61   (m)         1202.8    (f) RESET       3  
 SW1059
 SW1059.Superseded values are not recommended for survey control.
 SW1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1059.See file dsdata.txt to determine how the superseded data were derived.
 SW1059
 SW1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN296185(NAD 83)
 SW1059_MARKER: DR = REFERENCE MARK DISK
 SW1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW1059_SP_SET: DRILL HOLE IN FOUNDATION
 SW1059_STAMPING: BRIDGE 2 NO 3 1981
 SW1059_MARK LOGO: NGS   
 SW1059_PROJECTION: FLUSH
 SW1059_MAGNETIC: N = NO MAGNETIC MATERIAL
 SW1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1059+SATELLITE: SATELLITE OBSERVATIONS - 1981
 SW1059
 SW1059  HISTORY     - Date     Condition        Report By
 SW1059  HISTORY     - 1981     MONUMENTED       NGS
 SW1059  HISTORY     - 19810318 GOOD             NGS
 SW1059  HISTORY     - 20030420 MARK NOT FOUND   USPSQD
 SW1059
 SW1059                          STATION DESCRIPTION
 SW1059
 SW1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 SW1059'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NW OF WORDEN, AT THE
 SW1059'NORTHEAST APPROACH TO THE STATE ROUTE 17 OVERPASS OVER INTERSTATE
 SW1059'HIGHWAY 90 NEAR THE SOUTHEAST EDGE OF MOSES LAKE. THE STATION IS
 SW1059'LOCATED AT THE INTERSECTION OF INTERSATE HIGHWAY 90 AND STATE ROUTE 17
 SW1059'IN THE NORTHEAST ANGLE OF THE INTERSECTION. THE MARK IS SET A DRILL
 SW1059'HOLE IN THE SOUTHEAST CORNER OF THE FOUNDATION OF LIGHT STANDARD
 SW1059'NUMBER 2.  IT IS SURFACE 7.330 M (24.049 FT) NORTH-NORTHWEST OF
 SW1059'STATION BRIDGE 2, 20.5 M (67.3 FT) NORTH OF THE NORTHEAST CORNER OF
 SW1059'THE OVERPASS, 7.7 M (25.3 FT) NORTH-NORTHWEST OF A METAL WITNESS POST,
 SW1059'1.5 M (4.9 FT) EAST OF THE APPROACH GUARD RAIL, 0.5 M (1.6 FT)
 SW1059'SOUTHEAST OF LIGHT STANDARD NUMBER 2 AND 0.3 M (1.0 FT) LOWER THAN THE
 SW1059'STATION.
 SW1059
 SW1059                          STATION RECOVERY (1981)
 SW1059
 SW1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW1059'IN MOSES LAKE, ON THE EAST SIDE OF THE APPROACH TO THE HIGHWAY 17 OVER
 SW1059'ON INTERSTATE HIGHWAY 90, 20.5 M (67.3 FT) NORTH OF THE NORTHEAST
 SW1059'CORNER OF THE BRIDGE, 1.5 M (4.9 FT) EAST OF THE EAST GUARD RAIL,
 SW1059'0.50 M (1.64 FT) SOUTHEAST OF LIGHT STANDARD H 2.
 SW1059
 SW1059                          STATION RECOVERY (2003)
 SW1059
 SW1059'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEL)
 SW1059'ALL NEW INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1613 ***********************************************************************
 SW1613  DESIGNATION -  BRIDGE 2 RM 4
 SW1613  PID         -  SW1613
 SW1613  STATE/COUNTY-  WA/GRANT
 SW1613  USGS QUAD   -  SIELER (1978)
 SW1613
 SW1613                         *CURRENT SURVEY CONTROL
 SW1613  ___________________________________________________________________
 SW1613* NAD 83(1986)-  47 06 00.     (N)    119 14 37.     (W)     SCALED    
 SW1613* NAVD 88     -       367.96   (meters)    1207.2    (feet)  RESET     
 SW1613  ___________________________________________________________________
 SW1613  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 SW1613
 SW1613  VERT ORDER  -  THIRD
 SW1613
 SW1613.The horizontal coordinates were scaled from a topographic map and have
 SW1613.an estimated accuracy of +/- 6 seconds.
 SW1613
 SW1613.The orthometric height was computed from unverified reset data.
 SW1613.No vertical observational check was made to the station.
 SW1613
 SW1613.The geoid height was determined by GEOID03.
 SW1613
 SW1613;                    North         East    Units  Estimated Accuracy
 SW1613;SPC WA S     -   197,130.      595,370.      MT  (+/- 180 meters Scaled)
 SW1613
 SW1613                          SUPERSEDED SURVEY CONTROL
 SW1613
 SW1613  NGVD 29 (12/17/02)  366.84   (m)         1203.5    (f) RESET       3  
 SW1613
 SW1613.Superseded values are not recommended for survey control.
 SW1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1613.See file dsdata.txt to determine how the superseded data were derived.
 SW1613
 SW1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN297187(NAD 83)
 SW1613_MARKER: DR = REFERENCE MARK DISK
 SW1613_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SW1613_SP_SET: BRIDGE ABUTMENT
 SW1613_STAMPING: BRIDGE 2 1981 NO 4 1983
 SW1613_MARK LOGO: NGS   
 SW1613_MAGNETIC: N = NO MAGNETIC MATERIAL
 SW1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1613
 SW1613  HISTORY     - Date     Condition        Report By
 SW1613  HISTORY     - 1983     MONUMENTED       NGS
 SW1613  HISTORY     - 20030420 MARK NOT FOUND   USPSQD
 SW1613
 SW1613                          STATION DESCRIPTION
 SW1613
 SW1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 SW1613'AT MOSES LAKE, ON THE EAST SIDE OF THE APPROACH TO THE HIGHWAY 17 OVER
 SW1613'PASS ON INTERSTATE HIGHWAY 90, 12.2 M (40.0 FT) EAST OF THE CENTER OF
 SW1613'HIGHWAY 17, 1.5 M (4.9 FT) EAST OF THE NORTHEAST CORNER OF THE
 SW1613'OVERPASS.
 SW1613
 SW1613                          STATION RECOVERY (2003)
 SW1613
 SW1613'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEL)
 SW1613'ALL NEW INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2443 ***********************************************************************
 RC2443  DESIGNATION -  BRIDGE OF GODS SPAN NE PIER
 RC2443  PID         -  RC2443
 RC2443  STATE/COUNTY-  WA/SKAMANIA
 RC2443  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2443
 RC2443                         *CURRENT SURVEY CONTROL
 RC2443  ___________________________________________________________________
 RC2443* NAD 83(1991)-  45 39 45.16116(N)    121 54 07.22036(W)     ADJUSTED  
 RC2443* NAVD 88     -                                                        
 RC2443  ___________________________________________________________________
 RC2443  LAPLACE CORR-           6.90  (seconds)                    DEFLEC99
 RC2443  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 RC2443
 RC2443  HORZ ORDER  -  THIRD
 RC2443
 RC2443.The horizontal coordinates were established by classical geodetic methods
 RC2443.and adjusted by the National Geodetic Survey in December 1991..
 RC2443
 RC2443
 RC2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2443
 RC2443.The geoid height was determined by GEOID03.
 RC2443
 RC2443;                    North         East     Units Scale Factor Converg.
 RC2443;SPC WA S     -    37,563.566   390,738.739   MT  1.00004308   -1 01 06.3
 RC2443;SPC WA S     -   123,239.80  1,281,948.68   sFT  1.00004308   -1 01 06.3
 RC2443;SPC OR N     -   222,736.586 2,390,750.638   MT  0.99993171   -0 59 39.4
 RC2443;SPC OR N     -   730,763.08  7,843,670.07   iFT  0.99993171   -0 59 39.4
 RC2443;UTM  10      - 5,057,141.245   585,535.496   MT  0.99968995   +0 47 07.3
 RC2443
 RC2443                          SUPERSEDED SURVEY CONTROL
 RC2443
 RC2443  NAD 83(1991)-  45 39 45.16115(N)    121 54 07.22036(W) AD(       ) 4
 RC2443  NAD 83(1986)-  45 39 45.17159(N)    121 54 07.22810(W) AD(       ) 4
 RC2443  NAD 27      -  45 39 45.74400(N)    121 54 02.95600(W) AD(       ) 3
 RC2443
 RC2443.Superseded values are not recommended for survey control.
 RC2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2443.See file dsdata.txt to determine how the superseded data were derived.
 RC2443
 RC2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8553557141(NAD 83)
 RC2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2443+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 RC2443
 RC2443  HISTORY     - Date     Condition        Report By
 RC2443  HISTORY     - 1939     MONUMENTED       CGS
 RC2443  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2443  HISTORY     - 20040726 GOOD             USPSQD
 RC2443
 RC2443                          STATION DESCRIPTION
 RC2443
 RC2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2443'STATION IS NORTHEAST PIER, MAIN SPAN, BRIDGE OF THE GODS, 1/4
 RC2443'MILE W OF CASCADE LOCKS, OREGON.  IT IS THE NE PIER OF THE MAIN
 RC2443'CANTILEVER SPAN OF THE BRIDGE CROSSING THE RIVER AT THIS POINT.
 RC2443
 RC2443                          STATION RECOVERY (1959)
 RC2443
 RC2443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2443'RECOVERED IN GOOD CONDITION, ABOUT 1/4 MILE SOUTHWEST OF CASCADE
 RC2443'LOCKS.  IT WAS PREVIOUSLY DESCRIBED AS THE NORTHEAST PIER OF THE
 RC2443'MAIN SPAN OF THE BRIDGE OF THE GODS.  IT IS THE WEST PIER OF THE
 RC2443'MAIN SPAN AS THE BRIDGE LIES IN A WEST-NORTHWEST - EAST-SOUTHEAST
 RC2443'PLANE.
 RC2443'
 RC2443'THE STATION IS THE CENTER LINE OF THE WEST PIER OF THE MAIN SPAN
 RC2443'OF THE BRIDGE OF THE GODS.  THE PIER IS OF A CONCRETE
 RC2443'CONSTRUCTION.
 RC2443
 RC2443                          STATION RECOVERY (2004)
 RC2443
 RC2443'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RC2443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0564 ***********************************************************************
 SW0564  DESIGNATION -  BRIDGE RM 1
 SW0564  PID         -  SW0564
 SW0564  STATE/COUNTY-  WA/GRANT
 SW0564  USGS QUAD   -  SIELER (1978)
 SW0564
 SW0564                         *CURRENT SURVEY CONTROL
 SW0564  ___________________________________________________________________
 SW0564* NAD 83(1986)-  47 05 56.     (N)    119 14 41.     (W)     SCALED    
 SW0564* NAVD 88     -       368.187  (meters)    1207.96   (feet)  ADJUSTED  
 SW0564  ___________________________________________________________________
 SW0564  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SW0564  DYNAMIC HT  -         368.214 (meters)    1208.05  (feet)  COMP
 SW0564  MODELED GRAV-     980,676.6   (mgal)                       NAVD 88
 SW0564
 SW0564  VERT ORDER  -  SECOND    CLASS 0
 SW0564
 SW0564.The horizontal coordinates were scaled from a topographic map and have
 SW0564.an estimated accuracy of +/- 6 seconds.
 SW0564
 SW0564.The orthometric height was determined by differential leveling
 SW0564.and adjusted by the National Geodetic Survey in June 1991..
 SW0564
 SW0564.The geoid height was determined by GEOID03.
 SW0564
 SW0564.The dynamic height is computed by dividing the NAVD 88
 SW0564.geopotential number by the normal gravity value computed on the
 SW0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0564.degrees latitude (g = 980.6199 gals.).
 SW0564
 SW0564.The modeled gravity was interpolated from observed gravity values.
 SW0564
 SW0564;                    North         East    Units  Estimated Accuracy
 SW0564;SPC WA S     -   197,000.      595,290.      MT  (+/- 180 meters Scaled)
 SW0564
 SW0564                          SUPERSEDED SURVEY CONTROL
 SW0564
 SW0564  NGVD 29 (??/??/92)  367.059  (m)         1204.26   (f) ADJ UNCH    2 0
 SW0564
 SW0564.Superseded values are not recommended for survey control.
 SW0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0564.See file dsdata.txt to determine how the superseded data were derived.
 SW0564
 SW0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN296185(NAD 83)
 SW0564_MARKER: DR = REFERENCE MARK DISK
 SW0564_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SW0564_SP_SET: BRIDGE SIDEWALK
 SW0564_STAMPING: BRIDGE NO 1 1958
 SW0564_MARK LOGO: CGS   
 SW0564_PROJECTION: FLUSH
 SW0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 SW0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SW0564+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1981
 SW0564
 SW0564  HISTORY     - Date     Condition        Report By
 SW0564  HISTORY     - 1958     MONUMENTED       CGS
 SW0564  HISTORY     - 1967     GOOD             NGS
 SW0564  HISTORY     - 1981     GOOD             NGS
 SW0564  HISTORY     - 19810826 GOOD             NGS
 SW0564  HISTORY     - 19831030 GOOD             NGS
 SW0564  HISTORY     - 20030420 MARK NOT FOUND   USPSQD
 SW0564
 SW0564                          STATION DESCRIPTION
 SW0564
 SW0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0564'IN MOSES LAKE.
 SW0564'THE MARK IS AT THE SOUTHEAST EDGE OF MOSES LAKE, WHERE STATE HIGHWAY
 SW0564'17 PASSES OVER INTERSTATE HIGHWAY 90.  IT IS 30 FEET EAST OF THE
 SW0564'CENTER OF THE BRIDGE, 28 FEET SOUTH OF THE NORTH END OF THE GUARD
 SW0564'RAIL.  A REFERENCE MARK DISK SET IN THE CONCRETE SIDEWALK ALONG THE
 SW0564'EAST SIDE OF THE OVERPASS.
 SW0564
 SW0564                          STATION RECOVERY (1981)
 SW0564
 SW0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0564'AT THE OVERPASS OF STATE HIGHWAY 17 OVER INTERSTATE HIGHWAY 90 AT THE
 SW0564'SOUTHEAST EDGE OF MOSES LAKE. 9.14 METERS EAST OF THE CENTER OF THE
 SW0564'HIGHWAY 8.53 METERS SOUTH OF THE NORTHEAST CORNER OF THE BRIDGE.
 SW0564
 SW0564                          STATION RECOVERY (1981)
 SW0564
 SW0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 SW0564'THE STATION WAS RECOVERED IN GOOD CONDITION BUT WILL BE DESTROYED BY
 SW0564'CONSTRUCTION.  A NEW STATION BRIDGE 2 WAS ESTABLISHED IN THE VICINITY
 SW0564'SEE THE DESCRIPTION THEREOF.
 SW0564
 SW0564                          STATION RECOVERY (1983)
 SW0564
 SW0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SW0564'RECOVERED IN GOOD CONDITION.
 SW0564
 SW0564                          STATION RECOVERY (2003)
 SW0564
 SW0564'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEL)
 SW0564'A NEW OVERPASS WAS CONSTRUCTED NEAR THIS SITE SINCE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0566 ***********************************************************************
 SW0566  DESIGNATION -  BRIDGE RM 2
 SW0566  PID         -  SW0566
 SW0566  STATE/COUNTY-  WA/GRANT
 SW0566  USGS QUAD   -  SIELER (1978)
 SW0566
 SW0566                         *CURRENT SURVEY CONTROL
 SW0566  ___________________________________________________________________
 SW0566* NAD 83(1986)-  47 05 56.     (N)    119 14 41.     (W)     SCALED    
 SW0566* NAVD 88     -       368.158  (meters)    1207.87   (feet)  ADJUSTED  
 SW0566  ___________________________________________________________________
 SW0566  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SW0566  DYNAMIC HT  -         368.185 (meters)    1207.95  (feet)  COMP
 SW0566  MODELED GRAV-     980,676.6   (mgal)                       NAVD 88
 SW0566
 SW0566  VERT ORDER  -  SECOND    CLASS 0
 SW0566
 SW0566.The horizontal coordinates were scaled from a topographic map and have
 SW0566.an estimated accuracy of +/- 6 seconds.
 SW0566
 SW0566.The orthometric height was determined by differential leveling
 SW0566.and adjusted by the National Geodetic Survey in June 1991..
 SW0566
 SW0566.The geoid height was determined by GEOID03.
 SW0566
 SW0566.The dynamic height is computed by dividing the NAVD 88
 SW0566.geopotential number by the normal gravity value computed on the
 SW0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0566.degrees latitude (g = 980.6199 gals.).
 SW0566
 SW0566.The modeled gravity was interpolated from observed gravity values.
 SW0566
 SW0566;                    North         East    Units  Estimated Accuracy
 SW0566;SPC WA S     -   197,000.      595,290.      MT  (+/- 180 meters Scaled)
 SW0566
 SW0566                          SUPERSEDED SURVEY CONTROL
 SW0566
 SW0566  NGVD 29 (??/??/92)  367.029  (m)         1204.16   (f) ADJ UNCH    2 0
 SW0566
 SW0566.Superseded values are not recommended for survey control.
 SW0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0566.See file dsdata.txt to determine how the superseded data were derived.
 SW0566
 SW0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN296185(NAD 83)
 SW0566_MARKER: DR = REFERENCE MARK DISK
 SW0566_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SW0566_SP_SET: BRIDGE SIDEWALK
 SW0566_STAMPING: BRIDGE NO 2 1958
 SW0566_MARK LOGO: CGS   
 SW0566_PROJECTION: FLUSH
 SW0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 SW0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW0566+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1981
 SW0566
 SW0566  HISTORY     - Date     Condition        Report By
 SW0566  HISTORY     - 1958     MONUMENTED       CGS
 SW0566  HISTORY     - 1967     GOOD             NGS
 SW0566  HISTORY     - 19810826 GOOD             NGS
 SW0566  HISTORY     - 1982     GOOD             NGS
 SW0566  HISTORY     - 19831030 GOOD             NGS
 SW0566  HISTORY     - 20030420 MARK NOT FOUND   USPSQD
 SW0566
 SW0566                          STATION DESCRIPTION
 SW0566
 SW0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0566'IN MOSES LAKE.
 SW0566'THE MARK IS AT THE SOUTHEAST EDGE OF MOSES LAKE, WHERE STATE HIGHWAY
 SW0566'17 CROSSES INTERSTATE HIGHWAY 90, WHICH IS THE EASTERN INTERCHANGE
 SW0566'INTO MOSES LAKE, IT IS 61 FEET SOUTH OF THE NORTH END OF THE WEST
 SW0566'GUARD RAIL AND 30 FEET WEST OF THE CENTER OF THE BRIDGE.  A REFERENCE
 SW0566'MARK DISK SET IN THE CONCRETE SIDEWALK ALONG THE WEST SIDE OF THE
 SW0566'OVERPASS.
 SW0566
 SW0566                          STATION RECOVERY (1981)
 SW0566
 SW0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 SW0566'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NW OF WORDEN, AT THE
 SW0566'NORTHEAST APPROACH TO THE STATE ROUTE 17 OVERPASS OVER INTERSTATE
 SW0566'HIGHWAY 90 NEAR THE SOUTHEAST EDGE OF MOSES LAKE. THE STATION IS
 SW0566'LOCATED AT THE INTERSECTION OF INTERSATE HIGHWAY 90 AND STATE ROUTE 17
 SW0566'IN THE NORTHEAST ANGLE OF THE INTERSECTION. THE MARK IS SET IN A DRILL
 SW0566'HOLE IN THE WEST SIDEWALK OF THE OVERPASS. IT IS 23.725 M (77.838 FT)
 SW0566'SOUTH-SOUTHWEST OF STATION BRIDGE 2, 18.6 M (61.0 FT) SOUTH OF THE
 SW0566'NORTHWEST CORNER OF THE OVERPASS, 9.1 M (29.9 FT) WEST OF THE CENTER
 SW0566'OF THE STATE ROUTE 17, 0.3 M (1.0 FT) EAST OF THE EDGE OF THE SIDEWALK
 SW0566'AND 0.3 M (1.0 FT) HIGHER THAN THE STATION.
 SW0566
 SW0566                          STATION RECOVERY (1982)
 SW0566
 SW0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0566'AT THE OVERPASS OF STATE HIGHWAY 17 OVER INTERSTATE HIGHWAY 90 AT THE
 SW0566'SOUTHEAST EDGE OF MOSES LAKE. 18.59 METERS SOUTH OF THE NORTHWEST END
 SW0566'OF THE BRIDGE, 9.14 METERS WEST OF THE CENTER OF THE ROAD.
 SW0566
 SW0566                          STATION RECOVERY (1983)
 SW0566
 SW0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SW0566'RECOVERED IN GOOD CONDITION.
 SW0566
 SW0566                          STATION RECOVERY (2003)
 SW0566
 SW0566'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEL)
 SW0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3977 ***********************************************************************
 SY3977  DESIGNATION -  BRIER
 SY3977  PID         -  SY3977
 SY3977  STATE/COUNTY-  WA/KING
 SY3977  USGS QUAD   -  
 SY3977
 SY3977                         *CURRENT SURVEY CONTROL
 SY3977  ___________________________________________________________________
 SY3977* NAD 83(1991)-  47 39 02.53852(N)    122 21 27.61727(W)     ADJUSTED  
 SY3977* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY3977  ___________________________________________________________________
 SY3977  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 SY3977  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY3977
 SY3977  HORZ ORDER  -  THIRD
 SY3977
 SY3977.The horizontal coordinates were established by classical geodetic methods
 SY3977.and adjusted by the National Geodetic Survey in December 1991..
 SY3977
 SY3977.The orthometric height was scaled from a topographic map.
 SY3977
 SY3977.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3977
 SY3977.The geoid height was determined by GEOID03.
 SY3977
 SY3977;                    North         East     Units Scale Factor Converg.
 SY3977;SPC WA N     -    73,480.762   385,490.304   MT  0.99997530   -1 08 05.6
 SY3977;SPC WA N     -   241,078.13  1,264,729.44   sFT  0.99997530   -1 08 05.6
 SY3977;UTM  10      - 5,277,678.573   548,237.269   MT  0.99962859   +0 28 29.0
 SY3977
 SY3977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3977!SPC WA N     -   1.00000229  x   0.99997530  =   0.99997759
 SY3977!UTM  10      -   1.00000229  x   0.99962859  =   0.99963088
 SY3977
 SY3977|---------------------------------------------------------------------|
 SY3977| PID    Reference Object                     Distance      Geod. Az  |
 SY3977|                                                           dddmmss.s |
 SY3977| SY4068 YELLOW CHURCH BALL ON STEEPLE       264.010 METERS 00307     |
 SY3977| SY4003 BRYANT LUMBER CO IRON STACK         APPROX. 0.5 KM 1093226.2 |
 SY3977| SY3988 LARGE STACK NR FREMONT BRIDGE       APPROX. 0.7 KM 1154623.2 |
 SY3977| SY3971 ONE STORY BRICK BUILDING STACK      APPROX. 0.5 KM 1903346.4 |
 SY3977| CF7208 BRIER RM 1                                         21421     |
 SY3977| CF7209 BRIER RM 2                                         32425     |
 SY3977|---------------------------------------------------------------------|
 SY3977
 SY3977                          SUPERSEDED SURVEY CONTROL
 SY3977
 SY3977  NAD 83(1986)-  47 39 02.53117(N)    122 21 27.62160(W) AD(       ) 3
 SY3977  NAD 27      -  47 39 03.17800(N)    122 21 23.16400(W) AD(       ) 3
 SY3977
 SY3977.Superseded values are not recommended for survey control.
 SY3977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3977.See file dsdata.txt to determine how the superseded data were derived.
 SY3977
 SY3977_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4823777679(NAD 83)
 SY3977
 SY3977  HISTORY     - Date     Condition        Report By
 SY3977  HISTORY     - 1915     MONUMENTED       USE
 SY3977  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY3977  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY3977
 SY3977                          STATION DESCRIPTION
 SY3977
 SY3977'DESCRIBED BY US ENGINEERS 1915 (GTR)
 SY3977'STATION BELONGS TO THE ARMY ENGINEERS AND IS LOCATED ON THE S BANK
 SY3977'OF CANAL IN ROSS VALLEY, 11 METERS N OF NORTHERN PACIFIC RAILROAD
 SY3977'TRESTLE.  IT IS ABOUT 1/2 MILE TO THE WESTWARD FROM FREMONT BRIDGE
 SY3977'ALONG NORTHERN PACIFIC RAILROAD.
 SY3977'
 SY3977'STATION IS MARKED BY COPPER BOLT LEADED IN TOP SURFACE OF GRANITE
 SY3977'BLOCK WHOSE TOP SURFACE IS ABOUT 1-1/2 FEET BELOW NATURAL SURFACE
 SY3977'OF THE GROUND.  THE GROUND AT STATION IS MADE UP OF HUMMOCKS AND
 SY3977'IS COVERED BY BRUSH.
 SY3977'
 SY3977'REFERENCE MARK NO.1 IS A CROSS OF NAILS ON TOP SURFACE OF UPPER
 SY3977'STRINGER ON TOP OF TIES ON NORTHERN PACIFIC RAILROAD TRESTLE ABOUT
 SY3977'THE THIRTY-SEVENTH TIE E FROM FOOT PLANK LEADING FROM TRESTLE TO
 SY3977'CANAL EMBANKMENT, DISTANT 11.10 METERS.
 SY3977'
 SY3977'REFERENCE MARK NO.2 IS A TRIANGLE OF NAILS ON TELEPHONE POLE AT
 SY3977'EDGE OF BANK OF CANAL FROM WHICH CABLE CROSSES TO OTHER SIDE OF
 SY3977'CANAL, DISTANT 18.65 METERS.
 SY3977
 SY3977                          STATION RECOVERY (1952)
 SY3977
 SY3977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY3977'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE TWO REFERENCE
 SY3977'MARKS ARE DESTROYED.  THE TRESTLE ON THE NORTHERN PACIFIC RAILROAD
 SY3977'IS DONE AWAY WITH AND THERE IS NO CABLE CROSSING TAKING OFF FROM
 SY3977'THE POLE NEAR THE BANK OF THE CANAL.  WITH THESE GONE, THERE IS NO
 SY3977'REMAINING INFORMATION TO GUIDE ONE FOR RECOVERY OF THE MARK.
 SY3977
 SY3977                          STATION RECOVERY (2001)
 SY3977
 SY3977'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 SY3977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1876 ***********************************************************************
 SY1876  DESIGNATION -  BRINK
 SY1876  PID         -  SY1876
 SY1876  STATE/COUNTY-  WA/KING
 SY1876  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1876
 SY1876                         *CURRENT SURVEY CONTROL
 SY1876  ___________________________________________________________________
 SY1876* NAD 83(1991)-  47 26 34.91469(N)    122 04 43.36623(W)     ADJUSTED  
 SY1876* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 SY1876  ___________________________________________________________________
 SY1876  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 SY1876  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 SY1876
 SY1876  HORZ ORDER  -  SECOND
 SY1876
 SY1876.The horizontal coordinates were established by classical geodetic methods
 SY1876.and adjusted by the National Geodetic Survey in December 1991..
 SY1876
 SY1876.The orthometric height was scaled from a topographic map.
 SY1876
 SY1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1876
 SY1876.The geoid height was determined by GEOID03.
 SY1876
 SY1876;                    North         East     Units Scale Factor Converg.
 SY1876;SPC WA N     -    50,017.432   406,070.267   MT  1.00001111   -0 55 38.0
 SY1876;SPC WA N     -   164,098.86  1,332,248.87   sFT  1.00001111   -0 55 38.0
 SY1876;UTM  10      - 5,254,809.914   569,460.067   MT  0.99965929   +0 40 43.1
 SY1876
 SY1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1876!SPC WA N     -   0.99997425  x   1.00001111  =   0.99998536
 SY1876!UTM  10      -   0.99997425  x   0.99965929  =   0.99963355
 SY1876
 SY1876:                Primary Azimuth Mark                     Grid Az
 SY1876:SPC WA N     -  TIGER SOUTH                              079 03 25.9
 SY1876:UTM  10      -  TIGER SOUTH                              077 27 04.8
 SY1876
 SY1876|---------------------------------------------------------------------|
 SY1876| PID    Reference Object                     Distance      Geod. Az  |
 SY1876|                                                           dddmmss.s |
 SY1876| SX1391 TIGER SOUTH                         APPROX. 9.0 KM 0780747.9 |
 SY1876| CE3385 BRINK RM                              6.187 METERS 25238     |
 SY1876|---------------------------------------------------------------------|
 SY1876
 SY1876                          SUPERSEDED SURVEY CONTROL
 SY1876
 SY1876  NAD 83(1986)-  47 26 34.90635(N)    122 04 43.37557(W) AD(       ) 2
 SY1876  NAD 27      -  47 26 35.55400(N)    122 04 38.93300(W) AD(       ) 2
 SY1876
 SY1876.Superseded values are not recommended for survey control.
 SY1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1876.See file dsdata.txt to determine how the superseded data were derived.
 SY1876
 SY1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6946054810(NAD 83)
 SY1876_MARKER: Z = SEE DESCRIPTION
 SY1876_SETTING: 0 = UNSPECIFIED SETTING
 SY1876
 SY1876  HISTORY     - Date     Condition        Report By
 SY1876  HISTORY     - 1937     MONUMENTED       WAGS
 SY1876  HISTORY     - 1967     SEE DESCRIPTION  LOCENG
 SY1876  HISTORY     - 1970     SEE DESCRIPTION  WA-033
 SY1876
 SY1876                          STATION DESCRIPTION
 SY1876
 SY1876'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY1876'STATION IS IN NW 1/4 OF NW 1/4 OF SEC. 32, T.23, R.6.  IT IS ON
 SY1876'THE TOP OF A HIGH N AND S RIDGE W OF RENTON, MAPLE VALLEY HIGHWAY.
 SY1876'
 SY1876'STATION IS MARKED BY A STANDARD STATE SURVEY DISK STAMPED KING
 SY1876'COUNTY AERIAL SURVEY SET IN A BOULDER.
 SY1876'
 SY1876'REFERENCE MARK IS SIMILAR AND SET 20.30 FEET MAGNETIC S 49 DEG W
 SY1876'FROM STATION.
 SY1876'
 SY1876'STATION MAY BE REACHED AS FOLLOWS--ON THE RENTON-MAPLE VALLEY
 SY1876'HIGHWAY FIND SIGN BOARD RENTON 6, BLACK DIAMOND 12, MAPLE VALLEY
 SY1876'4, OTTER LAKE 2, SHADOW LAKE 4.  TURN RIGHT UPHILL 1.1
 SY1876'MILES.  STATION IS 233 FEET E OF THIS POINT ON THE HIGHWAY.  IT IS
 SY1876'ALSO 740 FEET FROM THIS POINT TO WHERE THE ROAD BREAKS OUT ONTO
 SY1876'CLEARED GROUND TO THE S.
 SY1876'
 SY1876'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY1876
 SY1876                          STATION RECOVERY (1967)
 SY1876
 SY1876'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (CJG)
 SY1876'RECOVERED BY METRO ENGRS.
 SY1876'
 SY1876'STATION AND RM WERE SEARCHED FOR AND FOUND IN GOOD CONDITION, BUT
 SY1876'HEAVY SECOND GROWTH OF ALDER COMPLETELY OBSTRUCTS VISION.
 SY1876'
 SY1876'ADDITION TO DESCRIPTION--STATION IS 5 FEET S OF 4 FOOT STUMP, 75
 SY1876'FEET N OF 4 FOOT STUMP AND 10 FEET N OF 4 FOOT HIGH 12 INCH
 SY1876'BURL.  GROUND SLOPES AWAY TO THE NORTH AND TO THE EAST OF THE
 SY1876'STATION.
 SY1876
 SY1876                          STATION RECOVERY (1970)
 SY1876
 SY1876'RECOVERY NOTE BY KING COUNTY WASHINGTON 1970
 SY1876'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.
 SY1876'
 SY1876'ABOUT 230 FEET EAST OF INTERSECTION OF 196TH AVE. S.E. AND 195TH
 SY1876'PL. S.E., NEAR THE NORTHEAST CORNER OF A NEARLY FLAT TOP RIDGE,
 SY1876'12.2 FEET NORTHWEST OF A SPIKE IN AN 8-INCH FIR TREE, 20 FEET
 SY1876'NORTHEAST OF A USC AND GS WITNESS SIGN NAILED ON A 10-INCH
 SY1876'FIR TREE.  THE STATION DISK HAS A CHISELED TRIANGLE AND DRILL
 SY1876'HOLE AT CENTER.
 SY1876'
 SY1876'THE REFERENCE MARK IS A K.C.S. DISK (OLD STYLE) WITH CHISELED
 SY1876'ARROW, STAMPED BRINK 1937 AERIAL, 38.1 FEET NORTHEAST OF A SPIKE
 SY1876'IN A 24-INCH FIR TREE, 3 FEET NORTHWEST OF A 10-INCH ALDER TREE
 SY1876'WITH A LARGE BLAZE, 6 FEET SOUTHEAST OF THE WITNESS SIGN, PROJECTS
 SY1876'4 INCHES.
 SY1876'
 SY1876'BOTH DISKS ARE IN PRECAST CONCRETE POSTS WITH TAPERED TOPS AND
 SY1876'NOT IN BOULDER.
 SY1876'
 SY1876'TO REACH FROM JUNCTION OF INTERSTATE HIGHWAY 405 AND STATE
 SY1876'HIGHWAY 169 AT RENTON, GO SOUTHEAST ON STATE HIGHWAY 169
 SY1876'(RENTON-MAPLE VALLEY ROAD) FOR ABOUT 5-3/4 MI. TO INTERSECTION OF
 SY1876'196TH AVE. S.E. (ABOUT 100 FEET NORTHWEST OF A BRIDGE OVER CEDAR
 SY1876'RIVER ON SIDE ROAD LEFT), TURN RIGHT AND GO UP HILL ABOUT 1 MI.
 SY1876'TO INTERSECTION OF 195TH PL. S.E. AT TOP OF HILL, THENCE EAST
 SY1876'ABOUT 230 FEET TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5520 ***********************************************************************
 SY5520  DESIGNATION -  BRINNON LARGE WHITE GAS TANK
 SY5520  PID         -  SY5520
 SY5520  STATE/COUNTY-  WA/JEFFERSON
 SY5520  USGS QUAD   -  BRINNON (1985)
 SY5520
 SY5520                         *CURRENT SURVEY CONTROL
 SY5520  ___________________________________________________________________
 SY5520* NAD 83(1991)-  47 40 47.48275(N)    122 53 57.80855(W)     ADJUSTED  
 SY5520* NAVD 88     -                                                        
 SY5520  ___________________________________________________________________
 SY5520  LAPLACE CORR-         -21.90  (seconds)                    DEFLEC99
 SY5520  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SY5520
 SY5520  HORZ ORDER  -  THIRD
 SY5520
 SY5520.The horizontal coordinates were established by classical geodetic methods
 SY5520.and adjusted by the National Geodetic Survey in December 1991..
 SY5520
 SY5520
 SY5520.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5520
 SY5520.The geoid height was determined by GEOID03.
 SY5520
 SY5520;                    North         East     Units Scale Factor Converg.
 SY5520;SPC WA N     -    77,669.917   344,891.308   MT  0.99997131   -1 32 17.6
 SY5520;SPC WA N     -   254,822.05  1,131,530.90   sFT  0.99997131   -1 32 17.6
 SY5520;SPC WA S     -   263,578.687   319,849.756   MT  1.00009784   -1 44 34.5
 SY5520;SPC WA S     -   864,757.74  1,049,373.74   sFT  1.00009784   -1 44 34.5
 SY5520;UTM  10      - 5,280,723.483   507,551.273   MT  0.99960070   +0 04 27.8
 SY5520
 SY5520                          SUPERSEDED SURVEY CONTROL
 SY5520
 SY5520  NAD 83(1986)-  47 40 47.47945(N)    122 53 57.81618(W) AD(       ) 4
 SY5520  NAD 27      -  47 40 48.15000(N)    122 53 53.25000(W) AD(       ) 3
 SY5520
 SY5520.Superseded values are not recommended for survey control.
 SY5520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5520.See file dsdata.txt to determine how the superseded data were derived.
 SY5520
 SY5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0755180723(NAD 83)
 SY5520
 SY5520  HISTORY     - Date     Condition        Report By
 SY5520  HISTORY     - UNK      MONUMENTED
 SY5520  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5520
 SY5520                          STATION DESCRIPTION
 SY5520
 SY5520'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5520'THE STATION IS LOST.  THERE IS NO GAS TANK IN THE PLOTTED POSITION
 SY5520'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3353 ***********************************************************************
 SY3353  DESIGNATION -  BRIS
 SY3353  PID         -  SY3353
 SY3353  STATE/COUNTY-  WA/MASON
 SY3353  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3353
 SY3353                         *CURRENT SURVEY CONTROL
 SY3353  ___________________________________________________________________
 SY3353* NAD 83(1991)-  47 09 44.40164(N)    122 52 44.62218(W)     ADJUSTED  
 SY3353* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3353  ___________________________________________________________________
 SY3353  LAPLACE CORR-          -8.10  (seconds)                    DEFLEC99
 SY3353  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 SY3353
 SY3353  HORZ ORDER  -  THIRD
 SY3353
 SY3353.The horizontal coordinates were established by classical geodetic methods
 SY3353.and adjusted by the National Geodetic Survey in December 1991..
 SY3353
 SY3353.The orthometric height was scaled from a topographic map.
 SY3353
 SY3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3353
 SY3353.The geoid height was determined by GEOID03.
 SY3353
 SY3353;                    North         East     Units Scale Factor Converg.
 SY3353;SPC WA S     -   206,019.537   319,640.451   MT  0.99996537   -1 43 41.3
 SY3353;SPC WA S     -   675,915.76  1,048,687.05   sFT  0.99996537   -1 43 41.3
 SY3353;UTM  10      - 5,223,211.026   509,166.517   MT  0.99960103   +0 05 19.3
 SY3353
 SY3353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3353!SPC WA S     -   1.00000329  x   0.99996537  =   0.99996866
 SY3353!UTM  10      -   1.00000329  x   0.99960103  =   0.99960432
 SY3353
 SY3353|---------------------------------------------------------------------|
 SY3353| PID    Reference Object                     Distance      Geod. Az  |
 SY3353|                                                           dddmmss.s |
 SY3353| CE3386 BRIS RM                              20.801 METERS 04415     |
 SY3353| SY3150 COY                                 425.658 METERS 0580340.1 |
 SY3353| SY3367 UNS                                 APPROX. 1.2 KM 3010630.1 |
 SY3353|---------------------------------------------------------------------|
 SY3353
 SY3353                          SUPERSEDED SURVEY CONTROL
 SY3353
 SY3353  NAD 83(1986)-  47 09 44.39829(N)    122 52 44.63102(W) AD(       ) 3
 SY3353  NAD 27      -  47 09 45.05100(N)    122 52 40.14500(W) AD(       ) 3
 SY3353
 SY3353.Superseded values are not recommended for survey control.
 SY3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3353.See file dsdata.txt to determine how the superseded data were derived.
 SY3353
 SY3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0916723211(NAD 83)
 SY3353_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3353_SETTING: 80 = SET IN A BOULDER
 SY3353_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY3353
 SY3353  HISTORY     - Date     Condition        Report By
 SY3353  HISTORY     - 1924     MONUMENTED       CGS
 SY3353  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3353  HISTORY     - 1987     GOOD             USPSQD
 SY3353
 SY3353                          STATION DESCRIPTION
 SY3353
 SY3353'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3353'IS ON THE SOUTHERN END OF HARSTINE ISLAND ON THE BEACH AT BRISCOE
 SY3353'POINT.  THE POINT IS FORMED BY PEALES PASSAGE AND DANA PASSAGE.
 SY3353'
 SY3353'STATION IS MARKED, AS DESCRIBED IN NOTE 4, BY A LARGE FLAT BOULDER
 SY3353'ABOUT 3 FEET SQUARE WITH A STANDARD BRONZE DISK IN IT, ABOUT 130
 SY3353'FEET FROM THE EDGE OF A 50-FOOT BLUFF.  THE STATION IS COVERED BY
 SY3353'ABOUT 7 FEET OF WATER AT HIGH TIDE BUT THIS WAS NECESSARY SO AS TO
 SY3353'SEE STATIONS COY AND UNS.
 SY3353'
 SY3353'THE REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 12C, BY A
 SY3353'STANDARD BRONZE DISK IN A LARGE BOULDER, ABOUT 3 FEET HIGH AND 6
 SY3353'FEET LONG.  THIS BOULDER IS 110 FEET FROM THE BLUFF AND IS COVERED
 SY3353'BY ABOUT 5 FEET AT HIGH TIDE.
 SY3353'
 SY3353'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3353
 SY3353                          STATION RECOVERY (1967)
 SY3353
 SY3353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3353'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED.
 SY3353'
 SY3353'THE STATION IS ON THE SOUTHERN END OF HARTSTENE ISLAND, ON
 SY3353'BRISCOE POINT IN SECTION 1, T19N, R2W.
 SY3353'
 SY3353'THE STATION MARK, STAMPED BRIS 1924, IS A STANDARD DISK SET IN
 SY3353'A 4-FOOT DIAMETER, FLAT BOULDER WHICH PROJECTS 1 FOOT.  IT IS 45
 SY3353'YARDS SOUTHWEST OF THE POINT OF THE BLUFF AT THE SOUTHERN END
 SY3353'OF THE ISLAND, AND COVERS WITH AT LEAST 7 FEET OF WATER AT HIGH
 SY3353'TIDE.  MARK IS PROBABLY BETWEEN 3 AND 5-FOOT TIDE LEVEL.
 SY3353'
 SY3353'THE REFERENCE MARK, STAMPED BRIS NO 1 1924, IS A STANDARD DISK IN
 SY3353'A 5 X 7-FOOT BOULDER WHICH PROJECTS 3 FEET.  IT IS ABOUT 29 YARDS
 SY3353'SOUTH-SOUTHEAST OF THE SOUTHERN TIP OF THE ISLAND AND 68.6 FEET
 SY3353'NORTHEAST OF THE STATION.
 SY3353'
 SY3353'TO REACH FROM THE FERRY DOCK ON THE WEST SIDE OF HARTSTENE ISLAND,
 SY3353'GO SOUTHERLY ABOUT 200 FEET TO A Y, KEEP THE RIGHT FORK AND FOLLOW
 SY3353'THE BLACKTOP ROAD SOUTH AND EAST 3.7 MILES TO A T-INTERSECTION,
 SY3353'TURN RIGHT AND GO SOUTH 1.0 MILE TO A Y, KEEP LEFT AND FOLLOW THE
 SY3353'BLACKTOP ROAD 2.5 MILES TO A Y, CONTINUE SOUTHERLY ON THE LEFT
 SY3353'FORK FOR 1.7 MILES TO A CROSSROAD AND HARTSTENE ISLAND ESTATES
 SY3353'IN THE SOUTHWEST ANGLE.  TURN RIGHT AND GO 0.8 MILE TO THE END
 SY3353'OF THE ROAD AT THE LOW, GRASSY AREA WHICH EXTENDS ACROSS THE
 SY3353'ISLAND, WALK LEFT ABOUT 20 YARDS TO THE BEACH, THEN SOUTHWEST
 SY3353'ALONG THE BEACH ABOUT 250 YARDS TO THE SOUTHERN POINT OF THE
 SY3353'ISLAND AND THE STATION.
 SY3353
 SY3353                          STATION RECOVERY (1987)
 SY3353
 SY3353'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SY3353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3352 ***********************************************************************
 SY3352  DESIGNATION -  BRISCO POINT LIGHT
 SY3352  PID         -  SY3352
 SY3352  STATE/COUNTY-  WA/MASON
 SY3352  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3352
 SY3352                         *CURRENT SURVEY CONTROL
 SY3352  ___________________________________________________________________
 SY3352* NAD 83(1991)-  47 09 45.96495(N)    122 52 44.20348(W)     ADJUSTED  
 SY3352* NAVD 88     -                                                        
 SY3352  ___________________________________________________________________
 SY3352  LAPLACE CORR-          -8.10  (seconds)                    DEFLEC99
 SY3352  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 SY3352
 SY3352  HORZ ORDER  -  THIRD
 SY3352
 SY3352.The horizontal coordinates were established by classical geodetic methods
 SY3352.and adjusted by the National Geodetic Survey in December 1991..
 SY3352
 SY3352
 SY3352.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3352
 SY3352.The geoid height was determined by GEOID03.
 SY3352
 SY3352;                    North         East     Units Scale Factor Converg.
 SY3352;SPC WA S     -   206,067.525   319,650.722   MT  0.99996545   -1 43 41.0
 SY3352;SPC WA S     -   676,073.20  1,048,720.74   sFT  0.99996545   -1 43 41.0
 SY3352;UTM  10      - 5,223,259.298   509,175.258   MT  0.99960103   +0 05 19.6
 SY3352
 SY3352                          SUPERSEDED SURVEY CONTROL
 SY3352
 SY3352  NAD 83(1986)-  47 09 45.96177(N)    122 52 44.21229(W) AD(       ) 4
 SY3352  NAD 27      -  47 09 46.61400(N)    122 52 39.72600(W) AD(       ) 3
 SY3352
 SY3352.Superseded values are not recommended for survey control.
 SY3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3352.See file dsdata.txt to determine how the superseded data were derived.
 SY3352
 SY3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0917523259(NAD 83)
 SY3352
 SY3352  HISTORY     - Date     Condition        Report By
 SY3352  HISTORY     - UNK      MONUMENTED
 SY3352  HISTORY     - 1949     SEE DESCRIPTION  LOCENG
 SY3352
 SY3352                          STATION DESCRIPTION
 SY3352
 SY3352'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (HBW)
 SY3352'THIS LIGHT HAS BEEN MOVED SINCE PUBLISHED POSITION WAS
 SY3352'DETERMINED.  THE PRESENT POSITION WAS DETERMINED BY TRANSIT TIE
 SY3352'FROM R.M. 1.  STATION BRIS AND ITS POSITION HAS BEEN CHECKED BY USE
 SY3352'AS AN AZIMUTH MARK FROM VARIOUS STATIONS DURING THE PAST THREE
 SY3352'YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2357 ***********************************************************************
 SY2357  DESIGNATION -  BRISCOE
 SY2357  PID         -  SY2357
 SY2357  STATE/COUNTY-  WA/KING
 SY2357  USGS QUAD   -  DES MOINES (1995)
 SY2357
 SY2357                         *CURRENT SURVEY CONTROL
 SY2357  ___________________________________________________________________
 SY2357* NAD 83(1991)-  47 25 47.15341(N)    122 16 24.00600(W)     ADJUSTED  
 SY2357* NAVD 88     -       108.76   (+/-2cm)     356.8    (feet)  VERTCON   
 SY2357  ___________________________________________________________________
 SY2357  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 SY2357  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SY2357
 SY2357  HORZ ORDER  -  SECOND
 SY2357  VERT ORDER  -  THIRD ? (See Below)
 SY2357
 SY2357.The horizontal coordinates were established by classical geodetic methods
 SY2357.and adjusted by the National Geodetic Survey in December 1991..
 SY2357
 SY2357.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2357.The vertical order pertains to the NGVD 29 superseded value.
 SY2357
 SY2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2357
 SY2357.The geoid height was determined by GEOID03.
 SY2357
 SY2357;                    North         East     Units Scale Factor Converg.
 SY2357;SPC WA N     -    48,798.760   391,365.360   MT  1.00001384   -1 04 19.6
 SY2357;SPC WA N     -   160,100.60  1,284,004.52   sFT  1.00001384   -1 04 19.6
 SY2357;UTM  10      - 5,253,180.047   554,800.458   MT  0.99963690   +0 32 06.6
 SY2357
 SY2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2357!SPC WA N     -   0.99998654  x   1.00001384  =   1.00000038
 SY2357!UTM  10      -   0.99998654  x   0.99963690  =   0.99962345
 SY2357
 SY2357:                Primary Azimuth Mark                     Grid Az
 SY2357:SPC WA N     -  RNG SEATTLE RADIO SEA                    013 13 46.6
 SY2357:UTM  10      -  RNG SEATTLE RADIO SEA                    011 37 20.4
 SY2357
 SY2357|---------------------------------------------------------------------|
 SY2357| PID    Reference Object                     Distance      Geod. Az  |
 SY2357|                                                           dddmmss.s |
 SY2357| SY2358 RNG SEATTLE RADIO SEA               APPROX. 7.3 KM 0120927.0 |
 SY2357| SY2096 RENTON RADIO STATION KLAN MAST      APPROX. 8.9 KM 0361642.3 |
 SY2357| SY2366 BRISCOE SCHOOL WEST SPIRE           APPROX. 1.2 KM 0941109.3 |
 SY2357| CE3387 BRISCOE AZ MK                                      1390208.9 |
 SY2357| SY2108 KENT HIGH SCHOOL BRICK CHIMNEY      APPROX. 5.8 KM 1454746.4 |
 SY2357| SY2126 KENT CHURCH                         APPROX. 6.3 KM 1530930.9 |
 SY2357| SY2128 KENT HOWARD MANUFACTURING COMPANY S APPROX. 5.5 KM 1534934.8 |
 SY2357| SY2351 NORTH WIRELESS POLE W STA KENT      APPROX. 5.1 KM 1771504.9 |
 SY2357| SY2355 SOUTH WIRELESS POLE W STA KENT      APPROX. 5.2 KM 1772012.7 |
 SY2357| SY2380 MACKAY                              APPROX. 5.5 KM 1842940.5 |
 SY2357| CE3389 BRISCOE RM 2                          6.724 METERS 18802     |
 SY2357| CE3390 BRISCOE RM 3                          6.817 METERS 24327     |
 SY2357| CE3388 BRISCOE RM                           18.440 METERS 28510     |
 SY2357|---------------------------------------------------------------------|
 SY2357
 SY2357                          SUPERSEDED SURVEY CONTROL
 SY2357
 SY2357  NAD 83(1986)-  47 25 47.14691(N)    122 16 24.01568(W) AD(       ) 2
 SY2357  NAD 27      -  47 25 47.78100(N)    122 16 19.58300(W) AD(       ) 2
 SY2357  NGVD 29 (07/19/86)  107.68   (m)          353.3    (f) LEVELING    3  
 SY2357
 SY2357.Superseded values are not recommended for survey control.
 SY2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2357.See file dsdata.txt to determine how the superseded data were derived.
 SY2357
 SY2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5480053180(NAD 83)
 SY2357_MARKER: Z = SEE DESCRIPTION
 SY2357_SETTING: 0 = UNSPECIFIED SETTING
 SY2357
 SY2357  HISTORY     - Date     Condition        Report By
 SY2357  HISTORY     - 1936     MONUMENTED       WAGS
 SY2357  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY2357  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY2357  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SY2357  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY2357  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY2357
 SY2357                          STATION DESCRIPTION
 SY2357
 SY2357'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SY2357'STATION IS IN NE 1/4 OF NE 1/4 OF SEC. 3, T.22, R.4.  IT IS
 SY2357'ABOUT 1/2 MILE W OF BRISCOE SCHOOL.  IT IS ON A KNOLL 100 YARDS
 SY2357'TO THE S, 170 FEET SE OF THE POINT OF INTERSECTION OF THE W
 SY2357'AND E SIDES OF THE ROADS, 70 FEET NE OF A 100-FOOT DEAD SNAG,
 SY2357'AND 83.90 FEET N OF A PROMINENT FIR TREE.
 SY2357'
 SY2357'STATION IS MARKED BY A STANDARD STATE SURVEY DISK STAMPED KING
 SY2357'COUNTY AERIAL SURVEY SET IN A PRECAST CONCRETE POST 6 INCHES
 SY2357'ABOVE THE SURFACE.
 SY2357'
 SY2357'REFERENCE MARK IS MARKED BY A STANDARD STATE SURVEY DISK SET
 SY2357'IN A BOULDER.
 SY2357'
 SY2357'TO REACH THE STATION FROM WEST KENT, GO N ON PAVEMENT 2.1 MILES
 SY2357'TO THE O BRIEN SCHOOL (BUFF-COLORED SCHOOLHOUSE E OF
 SY2357'HIGHWAY).  TURN LEFT (W) AND GO 0.7 MILE CROSSING BRIDGE, TURN
 SY2357'RIGHT (N) AND GO 0.8 MILE, CONTINUE ON MAIN-TRAVELED ROAD 0.9 MILE
 SY2357'TO STOP SIGN, TURN LEFT (SW) AND GO 0.2 MILE TO A DIM SIDE ROAD
 SY2357'ON THE E SIDE.
 SY2357'
 SY2357'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY2357
 SY2357                          STATION RECOVERY (1953)
 SY2357
 SY2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY2357'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  LOT
 SY2357'STILL UNIMPROVED.
 SY2357
 SY2357                          STATION RECOVERY (1955)
 SY2357
 SY2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2357'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD
 SY2357'CONDITION.  REFERENCE MARK 1 WAS BELIEVED TO HAVE BEEN DESTROYED
 SY2357'WHEN MILITARY ROAD WAS IMPROVED.  REFERENCE MARKS 2 AND 3 AND AN
 SY2357'AZIMUTH MARK WERE ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 SY2357'FOLLOWS--
 SY2357'
 SY2357'THE STATION IS ABOUT 4 MI. SW OF RENTON, ABOUT 3 MI. N-NE OF
 SY2357'MIDWAY, ABOUT 2 MI. E OF THE SEATTLE-TACOMA AIRPORT ON A
 SY2357'BRUSH-COVERED KNOLL BELONGING TO MR. E.D. TREAT.  THE STATION MARK
 SY2357'IS 250 YD. E OF THE CENTER OF MILITARY ROAD, 75 YD. SW OF THE SW
 SY2357'CORNER OF MR. TREATS HOUSE AND 5 FT. NE OF A STUMP WITH A
 SY2357'TRIANGLE BLAZE.  IT IS A STATE SURVEY DISK SET IN THE TOP OF A
 SY2357'PRECAST CONCRETE POST THAT IS 4-IN. SQUARE AT THE TOP.  IT
 SY2357'PROJECTS 3 IN. AND IS STAMPED BRISCOE 1936.
 SY2357'
 SY2357'REFERENCE MARK 2 IS 17 FT. S OF THE STUMP WITH THE TRIANGLE
 SY2357'BLAZE.  IT IS A STANDARD REFERENCE-MARK DISK BRAZED TO THE TOP OF A
 SY2357'1-IN. PIPE THAT PROJECTS 8 IN. AND THE DISK IS STAMPED BRISCOE NO 2
 SY2357'1936.
 SY2357'
 SY2357'REFERENCE MARK 3 IS 16 FT. SW OF THE STUMP WITH THE TRIANGLE
 SY2357'BLAZE.  IT IS A STANDARD REFERENCE-MARK DISK, BRAZED TO THE TOP OF
 SY2357'A 1-IN. PIPE THAT PROJECTS 8 IN. AND THE DISK IS STAMPED BRISCOE NO
 SY2357'3 1936.
 SY2357'
 SY2357'THE DISTANCE BETWEEN REFERENCE MARKS 2 AND 3 IS 20.65 FT.
 SY2357'
 SY2357'THE AZIMUTH MARK IS 33 FT. NE OF THE CENTER OF THE LEVEE ROAD, 30
 SY2357'FT. N OF A POWERLINE POLE, 15 FT. W OF THE CENTER OF EAST RIVER
 SY2357'ROAD AND 10 FT. NE OF THE CENTER OF A WOODEN GATE.  IT IS SET FLUSH
 SY2357'AND IS STAMPED BRISCOE 1936 1955 (NOTE 16A).
 SY2357'
 SY2357'TO REACH THE STATION FROM THE POST OFFICE IN MIDWAY, GO N ON
 SY2357'U.S. HIGHWAY 99 FOR 2.1 MI. TO THE JUNCTION WITH SOUTH 200TH STREET,
 SY2357'TURN RIGHT AND GO E ON SOUTH 200TH STREET FOR 0.5 MI. TO THE
 SY2357'JUNCTION WITH MILITARY ROAD, TURN LEFT AND GO NE ON MILITARY ROAD
 SY2357'FOR 0.75 MI.  FROM HERE PACK E TO THE CREST OF THE RIDGE, THEN
 SY2357'PACK S ALONG THE CREST OF THE RIDGE TO THE SUMMIT OF THE KNOLL AND
 SY2357'THE STATION AND REFERENCE MARKS AS DESCRIBED. (LENGTH OF PACK
 SY2357'ABOUT 300 YD.)
 SY2357'
 SY2357'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON MILITARY ROAD
 SY2357'FOR 0.25 MI. TO A CROSSROAD, TURN RIGHT AND FOLLOW MACADAM ROAD SE
 SY2357'AND DOWNHILL FOR 1.3 MI. TO A T-ROAD JUNCTION, TURN RIGHT AND GO S
 SY2357'FOR 0.85 MI. TO A STEEL BRIDGE ACROSS THE RIVER.  PASS OVER THE
 SY2357'BRIDGE THEN TURN N ON THE EAST RIVER ROAD AND GO N FOR 0.8 MI. TO
 SY2357'THE AZIMUTH MARK ON THE LEFT.
 SY2357
 SY2357                          STATION RECOVERY (1957)
 SY2357
 SY2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 SY2357'STATION MARK, REFERENCE MARKS 2 AND 3 RECOVERED IN GOOD
 SY2357'CONDITION.  THE REFERENCE MARK, MENTIONED IN THE ORIGINAL
 SY2357'DESCRIPTION, WAS NOT RECOVERED.  THE LATEST DESCRIPTION WAS NOT
 SY2357'SENT TO THE FIELD.
 SY2357
 SY2357                          STATION RECOVERY (1960)
 SY2357
 SY2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (MEW)
 SY2357'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 SY2357'CONDITION AS DESCRIBED.
 SY2357'
 SY2357'BECAUSE OF NEW HIGHWAY CONSTRUCTION THE STATION HAD TO BE DESTROYED
 SY2357'AND A NEW, TEMPORARY, STATION BRISCOE 2 WAS LOCATED APPROXIMATELY
 SY2357'187.5 METERS TO THE WEST.
 SY2357
 SY2357                          STATION RECOVERY (1964)
 SY2357
 SY2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DH)
 SY2357'STATION HAS BEEN LOST.  IT WAS APPARENTLY DESTROYED BY GRADING WORK
 SY2357'FOR NEW FREEWAY 99.  RMS WERE NOT RECOVERED.
 SY2357'
 SY2357'WE ESTABLISHED OUR OWN STATION (IRON PIPE-REFERENCED) ON THE SAME
 SY2357'HIGH KNOLL.  COORDINATE COMPARISONS SHOW OUR POINT TO BE 14 FT EAST
 SY2357'OF AND 119 FT NORTH OF BRISCOE.  SOME OF THIS AREA HAS BEEN CUT AND
 SY2357'ALL HAS BEEN GRUBBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2348 ***********************************************************************
 SY2348  DESIGNATION -  BRISCOE 2 1960
 SY2348  PID         -  SY2348
 SY2348  STATE/COUNTY-  WA/KING
 SY2348  USGS QUAD   -  DES MOINES (1995)
 SY2348
 SY2348                         *CURRENT SURVEY CONTROL
 SY2348  ___________________________________________________________________
 SY2348* NAD 83(1991)-  47 25 45.81699(N)    122 16 32.73377(W)     ADJUSTED  
 SY2348* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 SY2348  ___________________________________________________________________
 SY2348  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 SY2348  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SY2348
 SY2348  HORZ ORDER  -  THIRD
 SY2348
 SY2348.The horizontal coordinates were established by classical geodetic methods
 SY2348.and adjusted by the National Geodetic Survey in December 1991..
 SY2348.No horizontal observational check was made to the station.
 SY2348
 SY2348.The orthometric height was scaled from a topographic map.
 SY2348
 SY2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2348
 SY2348.The geoid height was determined by GEOID03.
 SY2348
 SY2348;                    North         East     Units Scale Factor Converg.
 SY2348;SPC WA N     -    48,760.919   391,181.711   MT  1.00001392   -1 04 26.1
 SY2348;SPC WA N     -   159,976.45  1,283,402.00   sFT  1.00001392   -1 04 26.1
 SY2348;UTM  10      - 5,253,137.086   554,618.011   MT  0.99963666   +0 32 00.2
 SY2348
 SY2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2348!SPC WA N     -   0.99998649  x   1.00001392  =   1.00000041
 SY2348!UTM  10      -   0.99998649  x   0.99963666  =   0.99962316
 SY2348
 SY2348|---------------------------------------------------------------------|
 SY2348| PID    Reference Object                     Distance      Geod. Az  |
 SY2348|                                                           dddmmss.s |
 SY2348| SY2395 BRISCOE 2 RM 1                      155.660 METERS 05842     |
 SY2348| SY2357 BRISCOE                             187.504 METERS 07717     |
 SY2348|---------------------------------------------------------------------|
 SY2348
 SY2348                          SUPERSEDED SURVEY CONTROL
 SY2348
 SY2348  NAD 83(1986)-  47 25 45.81051(N)    122 16 32.74345(W) AD(       ) 3
 SY2348  NAD 27      -  47 25 46.44500(N)    122 16 28.31100(W) AD(       ) 3
 SY2348
 SY2348.Superseded values are not recommended for survey control.
 SY2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2348.See file dsdata.txt to determine how the superseded data were derived.
 SY2348
 SY2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5461853137(NAD 83)
 SY2348_MARKER: Z = SEE DESCRIPTION
 SY2348_SETTING: 0 = UNSPECIFIED SETTING
 SY2348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2348
 SY2348  HISTORY     - Date     Condition        Report By
 SY2348  HISTORY     - 1960     MONUMENTED       CGS
 SY2348  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2348
 SY2348                          STATION DESCRIPTION
 SY2348
 SY2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (MEW)
 SY2348'THE STATION IS ABOUT 4 MI. SW OF RENTON, ABOUT 3 MI. NNE OF
 SY2348'MIDWAY, AND ABOUT 2 MI. E OF THE SEATTLE-TACOMA AIRPORT, SET
 SY2348'FLUSH WITH THE GROUND IN THE SHOULDER OF MILITARY ROAD.  THE
 SY2348'STATION MARK IS A STANDARD BRONZE DISK STAMPED BRISCOE 2,
 SY2348'1960.  IT IS 19.7 FEET E OF THE CENTERLINE OF MILITARY ROAD,
 SY2348'8.9 FEET E OF THE EAST END OF AN EXPANSION JOINT IN THE PAVEMENT
 SY2348'(NOT THE GUTTER), 15.0 FEET NE OF THE EAST END OF ANOTHER
 SY2348'EXPANSION JOINT AND DIRECTLY ACROSS THE ROAD FROM A FLIGHT OF
 SY2348'IRON STEPS LEADING TO A HOUSE AT 19281 MILITARY ROAD.
 SY2348'
 SY2348'REFERENCE MARK 1 IS ABOUT 510 FEET NE ALONG MILITARY ROAD FROM
 SY2348'THE STATION AND ALSO IN THE SHOULDER OF THE ROAD AND FLUSH WITH
 SY2348'THE GROUND, 20 FEET EAST OF THE CENTERLINE OF MILITARY ROAD,
 SY2348'7.25 FEET EAST OF THE EAST END OF AN EXPANSION JOINT IN THE
 SY2348'PAVEMENT, 15.1 FEET NORTHEAST OF AN EXPANSION JOINT, 14.5 FEET
 SY2348'NORTH OF THE 4TH, FROM THE NORTHEND, OF A ROW OF 7 GUARD POSTS,
 SY2348'25.8 FEET SOUTH OF THE 3RD POST IN THE ABOVE ROW OF POSTS, AND
 SY2348'153 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE AT 19207
 SY2348'MILITARY ROAD.
 SY2348'
 SY2348'AN AZIMUTH MARK WAS INADVERTENTLY USED AND STAMPED BRISCOE
 SY2348'2 NO. 1, 1960.
 SY2348'
 SY2348'BOTH MARKS WERE PLACED IN DOUBLE LENGTHS OF CONCRETE FILLED
 SY2348'4-INCH DRAIN TILE.  THEY ARE INTENDED AS TEMPORARY MARKS AND TO
 SY2348'BE MOVED TO PERMANENT LOCATIONS ON COMPLETION OF THE NEW HIGHWAY.
 SY2348'
 SY2348'TO REACH THE STATION FROM THE POST OFFICE IN MIDWAY, GO NORTH
 SY2348'ON U.S. HIGHWAY 99 FOR 2.1 MILES TO THE JUNCTION WITH SOUTH 200TH
 SY2348'STREET, TURN RIGHT AND GO EAST ON SOUTH 200TH STREET FOR 0.5 MILE
 SY2348'TO JUNCTION WITH MILITARY ROAD, TURN LEFT AND GO NORTHEAST ON
 SY2348'MILITARY ROAD FOR 0.7 MILE TO STATION ON THE RIGHT AND IRON
 SY2348'STEPS ON LEFT, AS DESCRIBED ABOVE.
 SY2348
 SY2348                          STATION RECOVERY (1963)
 SY2348
 SY2348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2348'THE DISK HAS BEEN BROKEN OFF OF THE STATION MARK, BUT THE SHANK
 SY2348'STILL REMAINS IN THE CONCRETE POST.
 SY2348'
 SY2348'THE TOP SECTION OF 4-INCH TILE, WITH THE REFERENCE MARK DISK
 SY2348'CEMENTED IN IT, WAS FOUND LAYING BESIDE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2366 ***********************************************************************
 SY2366  DESIGNATION -  BRISCOE SCHOOL WEST SPIRE
 SY2366  PID         -  SY2366
 SY2366  STATE/COUNTY-  WA/KING
 SY2366  USGS QUAD   -  DES MOINES (1995)
 SY2366
 SY2366                         *CURRENT SURVEY CONTROL
 SY2366  ___________________________________________________________________
 SY2366* NAD 83(1991)-  47 25 44.31838(N)    122 15 27.00188(W)     ADJUSTED  
 SY2366* NAVD 88     -                                                        
 SY2366  ___________________________________________________________________
 SY2366  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 SY2366  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 SY2366
 SY2366  HORZ ORDER  -  THIRD
 SY2366
 SY2366.The horizontal coordinates were established by classical geodetic methods
 SY2366.and adjusted by the National Geodetic Survey in December 1991..
 SY2366
 SY2366
 SY2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2366
 SY2366.The geoid height was determined by GEOID03.
 SY2366
 SY2366;                    North         East     Units Scale Factor Converg.
 SY2366;SPC WA N     -    48,688.989   392,558.166   MT  1.00001401   -1 03 37.2
 SY2366;SPC WA N     -   159,740.46  1,287,917.92   sFT  1.00001401   -1 03 37.2
 SY2366;UTM  10      - 5,253,103.803   555,995.423   MT  0.99963853   +0 32 48.6
 SY2366
 SY2366                          SUPERSEDED SURVEY CONTROL
 SY2366
 SY2366  NAD 83(1986)-  47 25 44.31183(N)    122 15 27.01159(W) AD(       ) 4
 SY2366  NAD 27      -  47 25 44.94500(N)    122 15 22.58200(W) AD(       ) 3
 SY2366
 SY2366.Superseded values are not recommended for survey control.
 SY2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2366.See file dsdata.txt to determine how the superseded data were derived.
 SY2366
 SY2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5599553104(NAD 83)
 SY2366
 SY2366  HISTORY     - Date     Condition        Report By
 SY2366  HISTORY     - 1936     MONUMENTED       WAGS
 SY2366  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SY2366  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY2366  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY2366
 SY2366                          STATION DESCRIPTION
 SY2366
 SY2366'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SY2366'THIS INTERSECTION STATION IS THE W SPIRE OF THE BRISCOE SCHOOL,
 SY2366'LOCATED NEAR THE S LINE OF SEC. 35, T.23, R.4.
 SY2366
 SY2366                          STATION RECOVERY (1957)
 SY2366
 SY2366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 SY2366'STATION RECOVERED IN GOOD CONDITION.  THERE IS ONLY ONE SPIRE
 SY2366'NOW ON THE BUILDING.  THE E SPIRE WAS DESTROYED BY AN EARTHQUAKE
 SY2366'IN 1945.  A NEW DESCRIPTION FOLLOWS--
 SY2366'
 SY2366'THE SPIRE OF BRISCOE CATHOLIC SCHOOL IS LOCATED ABOUT 3 MI. N-NW
 SY2366'OF KENT, WASHINGTON.  IT IS A SQUARE, RED BRICK TOWER WITH GREEN
 SY2366'COPPER SPIRE AND A CROSS, AT THE W END OF THE ORIGINAL
 SY2366'BUILDING.  A NEW BUILDING HAS BEEN CONNECTED TO THE W END OF
 SY2366'THE ORIGINAL BUILDING.  A SIMILAR SPIRE AT THE E END OF THE
 SY2366'ORIGINAL BUILDING WAS DESTROYED IN 1945 BY AN EARTHQUAKE.
 SY2366
 SY2366                          STATION RECOVERY (1964)
 SY2366
 SY2366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DH)
 SY2366'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY2366
 SY2366                          STATION RECOVERY (1987)
 SY2366
 SY2366'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY2366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0445 ***********************************************************************
 SX0445  DESIGNATION -  BRISTOL
 SX0445  PID         -  SX0445
 SX0445  STATE/COUNTY-  WA/KITTITAS
 SX0445  USGS QUAD   -  TEANAWAY (1985)
 SX0445
 SX0445                         *CURRENT SURVEY CONTROL
 SX0445  ___________________________________________________________________
 SX0445* NAD 83(1991)-  47 09 06.07704(N)    120 48 17.75269(W)     ADJUSTED  
 SX0445* NAVD 88     -       554.850  (meters)    1820.37   (feet)  ADJUSTED  
 SX0445  ___________________________________________________________________
 SX0445  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 SX0445  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 SX0445  DYNAMIC HT  -         554.852 (meters)    1820.38  (feet)  COMP
 SX0445  MODELED GRAV-     980,601.4   (mgal)                       NAVD 88
 SX0445
 SX0445  HORZ ORDER  -  THIRD
 SX0445  VERT ORDER  -  FIRST     CLASS II
 SX0445
 SX0445.The horizontal coordinates were established by classical geodetic methods
 SX0445.and adjusted by the National Geodetic Survey in December 1991..
 SX0445
 SX0445.The orthometric height was determined by differential leveling
 SX0445.and adjusted by the National Geodetic Survey in June 1991..
 SX0445
 SX0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0445
 SX0445.The geoid height was determined by GEOID03.
 SX0445
 SX0445.The dynamic height is computed by dividing the NAVD 88
 SX0445.geopotential number by the normal gravity value computed on the
 SX0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0445.degrees latitude (g = 980.6199 gals.).
 SX0445
 SX0445.The modeled gravity was interpolated from observed gravity values.
 SX0445
 SX0445;                    North         East     Units Scale Factor Converg.
 SX0445;SPC WA S     -   202,160.568   476,874.766   MT  0.99996351   -0 13 17.4
 SX0445;SPC WA S     -   663,255.13  1,564,546.63   sFT  0.99996351   -0 13 17.4
 SX0445;UTM  10      - 5,224,358.439   666,405.464   MT  0.99994033   +1 36 34.9
 SX0445
 SX0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0445!SPC WA S     -   0.99991608  x   0.99996351  =   0.99987960
 SX0445!UTM  10      -   0.99991608  x   0.99994033  =   0.99985642
 SX0445
 SX0445|---------------------------------------------------------------------|
 SX0445| PID    Reference Object                     Distance      Geod. Az  |
 SX0445|                                                           dddmmss.s |
 SX0445| SX0446 19.10                                42.285 METERS 14618     |
 SX0445| SX1049 BRISTOL RM 1                          6.605 METERS 28315     |
 SX0445|---------------------------------------------------------------------|
 SX0445
 SX0445                          SUPERSEDED SURVEY CONTROL
 SX0445
 SX0445  NAD 83(1986)-  47 09 06.08042(N)    120 48 17.73698(W) AD(       ) 3
 SX0445  NAD 27      -  47 09 06.64010(N)    120 48 13.45130(W) AD(       ) 3
 SX0445  NGVD 29 (??/??/92)  553.712  (m)         1816.64   (f) ADJ UNCH    1 2
 SX0445
 SX0445.Superseded values are not recommended for survey control.
 SX0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0445.See file dsdata.txt to determine how the superseded data were derived.
 SX0445
 SX0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6640524358(NAD 83)
 SX0445_MARKER: DS = TRIANGULATION STATION DISK
 SX0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0445_STAMPING: BRISTOL 1958
 SX0445_MARK LOGO: CGS   
 SX0445_PROJECTION: PROJECTING 8 CENTIMETERS
 SX0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0445+STABILITY: SURFACE MOTION
 SX0445
 SX0445  HISTORY     - Date     Condition        Report By
 SX0445  HISTORY     - 1958     MONUMENTED       CGS
 SX0445  HISTORY     - 1958     GOOD             CGS
 SX0445  HISTORY     - 1982     GOOD             NGS
 SX0445  HISTORY     - 1984     GOOD             USPSQD
 SX0445  HISTORY     - 1989     GOOD             USPSQD
 SX0445  HISTORY     - 1989     GOOD             USPSQD
 SX0445
 SX0445                          STATION DESCRIPTION
 SX0445
 SX0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SX0445'THE STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF ELLENSBURG
 SX0445'AND ABOUT 5 MILES SOUTHEAST OF CLE ELUM ON THE ROAD RIGHT-OF-WAY,
 SX0445'JUST SOUTH OF U.S. HIGHWAYS 10 AND 97.
 SX0445'
 SX0445'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK SOUTH OF THE
 SX0445'POST OFFICE IN CLE ELUM, GO EAST AND SOUTHEAST ON U.S. HIGHWAY
 SX0445'10 FOR 5.3 MILES TO A BRIDGE OVER THE TEANAWAY RIVER, CONTINUE
 SX0445'SOUTHEAST ON THE HIGHWAY FOR 2.1 MILES TO THE FOOT OF A SMALL
 SX0445'GRADE AND THE STATION ON THE RIGHT.
 SX0445'
 SX0445'THE STATION MARK, STAMPED BRISTOL 1958, IS A STANDARD DISK SET IN
 SX0445'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SX0445'2 INCHES.  IT IS 77 FEET NORTH OF THE NORTH RAIL OF THE NORTHERN
 SX0445'PACIFIC RAILROAD TRACK, 63 FEET SOUTH OF THE CENTER OF
 SX0445'U.S. HIGHWAYS 10 AND 97 AND 6 FEET NORTH OF A WITNESS POST.
 SX0445'
 SX0445'REFERENCE MARK 1, STAMPED BRISTOL NO 1 1958, IS A STANDARD DISK
 SX0445'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT IS ABOUT 3 FEET
 SX0445'LOWER IN ELEVATION THAN THE STATION.  IT IS 63 FEET NORTH OF THE
 SX0445'NORTH RAIL OF RAILROAD TRACK AND 17 FEET SOUTHWEST OF THE
 SX0445'WITNESS POST.
 SX0445'
 SX0445'REFERENCE MARK 2, STAMPED BM 19.10, IS A WASHINGTON STATE HIGHWAY
 SX0445'DEPARTMENT SURVEY DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE
 SX0445'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 95 FEET NORTH OF THE
 SX0445'NORTH RAIL OF RAILROAD TRACK AND 38 FEET SOUTH OF THE CENTER OF
 SX0445'THE HIGHWAY.
 SX0445
 SX0445                          STATION RECOVERY (1958)
 SX0445
 SX0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SX0445'7.4 MI SE FROM CLE ELUM.
 SX0445'7.4 MILES EAST AND SOUTHEAST ALONG U.S. HIGHWAY 10 FROM THE
 SX0445'INTERSECTION 1 BLOCK SOUTH OF THE POST OFFICE IN CLE ELUM, 77 FEET
 SX0445'NORTH OF THE NORTH RAIL OF THE NORTHERN PACIFIC RAILROAD TRACK, 63
 SX0445'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 6 FEET NORTH OF A WHITE
 SX0445'WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 SX0445'PROJECTS 2 INCHES.
 SX0445
 SX0445                          STATION RECOVERY (1982)
 SX0445
 SX0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0445'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SX0445'11.5 KM (7.2 MI) SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 SX0445'IN CLE ELUM, 0.9 KM (0.55 MI) NORTHWEST OF MILEPOST 92, 19.2 METERS
 SX0445'(63 FT) SOUTHWEST OF THE HIGHWAY, 42.2 METERS (138 FT) EAST ACROSS THE
 SX0445'TRACKS FROM TELEGRAPH POLE E57BG, 42.3 METERS (138.5 FT) NORTHWEST OF
 SX0445'BENCH MARK 19.10, 23.5 METERS (77 FT) NORTHEAST OF THE NORTHEAST RAIL,
 SX0445'6.6 METERS (21.7 FT) EAST OF REFERENCE MARK NUMBER 1.
 SX0445'THE MARK IS 6.4 METERS  E FROM A WITNESS POST.
 SX0445'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 SX0445
 SX0445                          STATION RECOVERY (1984)
 SX0445
 SX0445'RECOVERY NOTE BY US POWER SQUADRON 1984 (LM)
 SX0445'BRISTOL 1958 RECOVERED GOOD.
 SX0445'
 SX0445'STATION RECOVERED, (6 FEET N. OF 4X4 WOODEN WITNESS POST IN POOR
 SX0445'CONDITION) RM 1 RECOVERED, IN GOOD COND. 1 FOOT S. OF ORANGE METAL
 SX0445'WITNESS POST.  RM 2 RECOVERED, IN GOOD CONDITION.  1 FOOT N. OF
 SX0445'ORANGE WITNESS POST.  RM 2 IS WSH DISK, STAMPED BM 19.10 IN ADDITION
 SX0445'TO RM 2.
 SX0445'
 SX0445'DIRECTIONS TO REACH SHOULD BE REVISED TO READ ---ABOUT 0.2 MILES PAST
 SX0445'THE FOOT OF A SMALL GRADE---.
 SX0445
 SX0445                          STATION RECOVERY (1989)
 SX0445
 SX0445'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 SX0445'RECOVERED IN GOOD CONDITION.
 SX0445
 SX0445                          STATION RECOVERY (1989)
 SX0445
 SX0445'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SX0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1049 ***********************************************************************
 SX1049  DESIGNATION -  BRISTOL RM 1
 SX1049  PID         -  SX1049
 SX1049  STATE/COUNTY-  WA/KITTITAS
 SX1049  USGS QUAD   -  TEANAWAY (1985)
 SX1049
 SX1049                         *CURRENT SURVEY CONTROL
 SX1049  ___________________________________________________________________
 SX1049* NAD 83(1986)-  47 09 05.     (N)    120 48 17.     (W)     SCALED    
 SX1049* NAVD 88     -       553.717  (meters)    1816.65   (feet)  ADJUSTED  
 SX1049  ___________________________________________________________________
 SX1049  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 SX1049  DYNAMIC HT  -         553.720 (meters)    1816.66  (feet)  COMP
 SX1049  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 SX1049
 SX1049  VERT ORDER  -  FIRST     CLASS II
 SX1049
 SX1049.The horizontal coordinates were scaled from a topographic map and have
 SX1049.an estimated accuracy of +/- 6 seconds.
 SX1049
 SX1049.The orthometric height was determined by differential leveling
 SX1049.and adjusted by the National Geodetic Survey in June 1991..
 SX1049
 SX1049.The geoid height was determined by GEOID03.
 SX1049
 SX1049.The dynamic height is computed by dividing the NAVD 88
 SX1049.geopotential number by the normal gravity value computed on the
 SX1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1049.degrees latitude (g = 980.6199 gals.).
 SX1049
 SX1049.The modeled gravity was interpolated from observed gravity values.
 SX1049
 SX1049;                    North         East    Units  Estimated Accuracy
 SX1049;SPC WA S     -   202,130.      476,890.      MT  (+/- 180 meters Scaled)
 SX1049
 SX1049                          SUPERSEDED SURVEY CONTROL
 SX1049
 SX1049.No superseded survey control is available for this station.
 SX1049
 SX1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT664243(NAD 83)
 SX1049_MARKER: DR = REFERENCE MARK DISK
 SX1049_SETTING: 80 = SET IN A BOULDER
 SX1049_SP_SET: BOULDER
 SX1049_STAMPING: BRISTOL NO 1 1958
 SX1049_MARK LOGO: CGS   
 SX1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1049+STABILITY: SURFACE MOTION
 SX1049
 SX1049  HISTORY     - Date     Condition        Report By
 SX1049  HISTORY     - 1958     MONUMENTED       CGS
 SX1049  HISTORY     - 1982     GOOD             NGS
 SX1049  HISTORY     - 1989     GOOD             USPSQD
 SX1049
 SX1049                          STATION DESCRIPTION
 SX1049
 SX1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX1049'11.5 KM (7.2 MI) SE FROM CLE ELUM.
 SX1049'11.5 KM (7.2 MI) SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 SX1049'IN CLE ELUM, 0.9 KM (0.55 MI) NORTHWEST OF MILEPOST 92, IN TOP OF A 3
 SX1049'BY 5 FOOT BOULDER PROJECTING ONE FOOT, 19.2 METERS (63 FT) NORTHEAST
 SX1049'OF THE NORTHEAST RAIL, 48.9 METERS (160.5 FT) NORTHWEST OF BENCH MARK
 SX1049'19.10, 6.6 METERS (21.7 FT) WEST OF THE STATION, 0.9 METER (3 FT)
 SX1049'BELOW THE STATION.
 SX1049'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 SX1049'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 SX1049
 SX1049                          STATION RECOVERY (1989)
 SX1049
 SX1049'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 SX1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1845 ***********************************************************************
 SY1845  DESIGNATION -  BRITTAIN
 SY1845  PID         -  SY1845
 SY1845  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1845  USGS QUAD   -  BURNT HILL (1990)
 SY1845
 SY1845                         *CURRENT SURVEY CONTROL
 SY1845  ___________________________________________________________________
 SY1845* NAD 83(1991)-  47 15 22.12595(N)    123 46 58.03999(W)     ADJUSTED  
 SY1845* NAVD 88     -       375.46   (+/-2cm)    1231.8    (feet)  VERTCON   
 SY1845  ___________________________________________________________________
 SY1845  LAPLACE CORR-          13.09  (seconds)                    DEFLEC99
 SY1845  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 SY1845
 SY1845  HORZ ORDER  -  FIRST
 SY1845  VERT ORDER  -  THIRD ? (See Below)
 SY1845
 SY1845.The horizontal coordinates were established by classical geodetic methods
 SY1845.and adjusted by the National Geodetic Survey in December 1991..
 SY1845
 SY1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1845.The vertical order pertains to the NGVD 29 superseded value.
 SY1845
 SY1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1845
 SY1845.The geoid height was determined by GEOID03.
 SY1845
 SY1845;                    North         East     Units Scale Factor Converg.
 SY1845;SPC WA S     -   218,898.594   251,595.848   MT  0.99998325   -2 23 04.6
 SY1845;SPC WA S     -   718,169.80    825,444.04   sFT  0.99998325   -2 23 04.6
 SY1845;UTM  10      - 5,233,926.471   440,773.181   MT  0.99964311   -0 34 29.6
 SY1845
 SY1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1845!SPC WA S     -   0.99994468  x   0.99998325  =   0.99992793
 SY1845!UTM  10      -   0.99994468  x   0.99964311  =   0.99958781
 SY1845
 SY1845|---------------------------------------------------------------------|
 SY1845| PID    Reference Object                     Distance      Geod. Az  |
 SY1845|                                                           dddmmss.s |
 SY1845| SY1846 BRITTAIN LOOKOUT HOUSE 1953          17.022 METERS 03231     |
 SY1845| AH6825 BRITTAIN RM 1                        15.277 METERS 07619     |
 SY1845| AH6828 BRITTAIN AZ MK RESET                               1782403.1 |
 SY1845| DD9447 BRITTAIN AZ MK                                     1784850.0 |
 SY1845| SY1847 BURNT HILL LOOKOUT TOWER 1953       APPROX.10.0 KM 3200915.9 |
 SY1845| AH6826 BRITTAIN RM 2                        16.675 METERS 32935     |
 SY1845| AH6827 BRITTAIN RM 3                        15.945 METERS 32953     |
 SY1845|---------------------------------------------------------------------|
 SY1845
 SY1845                          SUPERSEDED SURVEY CONTROL
 SY1845
 SY1845  NAD 83(1986)-  47 15 22.12051(N)    123 46 58.04439(W) AD(       ) 1
 SY1845  NAD 27      -  47 15 22.80100(N)    123 46 53.43400(W) AD(       ) 1
 SY1845  NGVD 29 (07/19/86)  374.42   (m)         1228.4    (f) LEVELING    3  
 SY1845
 SY1845.Superseded values are not recommended for survey control.
 SY1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1845.See file dsdata.txt to determine how the superseded data were derived.
 SY1845
 SY1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT4077333926(NAD 83)
 SY1845_MARKER: DS = TRIANGULATION STATION DISK
 SY1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1845_STAMPING: BRITTAIN 1953
 SY1845_MARK LOGO: CGS   
 SY1845_PROJECTION: FLUSH
 SY1845_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1845+STABILITY: SURFACE MOTION
 SY1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1845+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1988
 SY1845
 SY1845  HISTORY     - Date     Condition        Report By
 SY1845  HISTORY     - 1953     MONUMENTED       CGS
 SY1845  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY1845  HISTORY     - 1961     SEE DESCRIPTION  RAYONI
 SY1845  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY1845  HISTORY     - 19880117 GOOD             NGS
 SY1845
 SY1845                          STATION DESCRIPTION
 SY1845
 SY1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SY1845'THE STATION IS ABOUT 19 MILES (AIRLINE) NORTH OF ABERDEEN, 9 MILES
 SY1845'(AIRLINE) EAST NORTHEAST OF THE VILLAGE OF HUMPTULIPS, IN T. 21
 SY1845'N., R. 9 W., NEAR LINE BETWEEN 35 AND 36 AND JUST NORTH OF THE
 SY1845'TOWNSHIP LINE.  THE STATION AND THE STATE FOREST SERVICE LOOKOUT
 SY1845'HOUSE, BRITTAIN, ARE ON THE SAME HILL.
 SY1845'
 SY1845'TO REACH FROM THE INTERSECTION OF 7TH STREET AND SIMPSON AVENUE AT
 SY1845'THE HOTEL EMERSON IN HOQUIAM.  GO NORTH ON U.S. HIGHWAY 101 FOR
 SY1845'20.8 MILES TO THE CROSSROAD INTERSECTION OF EAST FORK ROAD.  TURN
 SY1845'RIGHT ONTO EAST FORK ROAD, GO 3.9 MILES TO A FORK.  TAKE RIGHT
 SY1845'FORK, AS PER SIGN BRITTAIN LOOKOUT, GO 2.3 MILES TO A FORK AND
 SY1845'LOCKED GATE ON RIGHT.  (KEY MAY BE OBTAINED FROM THE RAYONIER
 SY1845'LOGGING COMPANY IN HOQUIAM.) TAKE RIGHT FORK THROUGH GATE, GO
 SY1845'1.0 MILE TO A FORK.  TAKE LEFT FORK, GO 0.4 MILE TO A FORK,
 SY1845'JUST AFTER CROSSING RAILROAD TRACKS.  TAKE LEFT FORK, GO 1.3
 SY1845'MILES TO RAILROAD TRACKS.  CROSS RAILROAD TRACKS AND CONTINUE
 SY1845'2.3 MILES TO A FORK.  KEEP RIGHT FORK, GO 0.6 MILE TO THE
 SY1845'AZIMUTH MARK ON RIGHT.  CONTINUE 0.15 MILE TO A SIDE ROAD
 SY1845'RIGHT.  TURN RIGHT, GO 0.15 MILE TO LOOKOUT AND THE STATION.
 SY1845'
 SY1845'STATION MARKS ARE STANDARD DISKS, STAMPED BRITTAIN 1953.  THE
 SY1845'SURFACE STATION MARK DISK IS SET IN A 10 INCH SQUARE CONCRETE
 SY1845'MONUMENT.  MONUMENT IS FLUSH WITH GROUND.  UNDERGROUND STATION
 SY1845'MARK DISK IS SET IN CONCRETE AND IS 30 INCHES BELOW GROUND.
 SY1845'
 SY1845'REFERENCE MARK 1, A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT
 SY1845'AND STAMPED BRITTAIN NO 1 1953, IS 33 FEET SOUTHEAST OF THE
 SY1845'SOUTHEAST CORNER OF LOOKOUT, AND 3 FEET SOUTH OF THE FLAG
 SY1845'POLE.  MONUMENT PROJECTS 2 INCHES FROM GROUND.
 SY1845'
 SY1845'REFERENCE MARK 2, A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT
 SY1845'AND STAMPED BRITTAIN NO 2 1953, IS 51 FEET WEST OF THE SOUTHWEST
 SY1845'CORNER OF LOOKOUT.  MONUMENT PROJECTS 3 INCHES FROM GROUND.
 SY1845'
 SY1845'AZIMUTH MARK, A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT
 SY1845'AND STAMPED BRITTAIN 1953, IS 17 FEET EAST OF CENTER OF ROAD, AND
 SY1845'5.5 FEET SOUTH OF A STANDARD WITNESS POST.  MONUMENT IS FLUSH
 SY1845'WITH GROUND.
 SY1845'
 SY1845'A TRAVERSE CONNECTION WAS MADE TO THE BRITTAIN STATE FOREST
 SY1845'SERVICE LOOKOUT HOUSE, DISTANCE BEING 17.022 METERS (55.85 FEET)
 SY1845'NORTHEAST OF STATION TO CENTER OF LOOKOUT HOUSE.  THE LOOKOUT
 SY1845'HOUSE IS A TWO STORY WOODEN STRUCTURE, 10 BY 10 FEET AT THE BASE,
 SY1845'AND ABOUT 20 FEET IN HEIGHT.
 SY1845'
 SY1845'NOTE--A 37 FT. STEEL TOWER WAS USED.
 SY1845'
 SY1845'HEIGHT OF LIGHT ABOVE STATION MARK 14.36 METERS.
 SY1845
 SY1845                          STATION RECOVERY (1954)
 SY1845
 SY1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RLE)
 SY1845'THE STATION IS SITUATED ON THE HIGHEST POINT OF A TREE COVERED
 SY1845'HILL AT THE STATE FORREST LOOKOUT BRITTAIN, ABOUT 19 MILES NORTH
 SY1845'OF ABERDEEN AND ABOUT 9 MILES EAST-NORTHEAST OF THE VILLAGE OF
 SY1845'HUMPTULIPS.
 SY1845'
 SY1845'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 SY1845'
 SY1845'TO REACH THE STATION FROM THE POST OFFICE IN HOQUIAM, GO EAST ON
 SY1845'8TH ST. FOR .2 MILE TO U.S. HIGHWAY 101, TURN LEFT AND FOLLOW 101
 SY1845'IN A NORTHEASTERLY DIRECTION FOR 20.5 MILES TO A ROAD RIGHT AND
 SY1845'SIGN EAST FORK ROAD, TURN RIGHT AND FOLLOW EAST FORK ROAD FOR 3.75
 SY1845'MILES TO A FORK, KEEP RIGHT FORK AND CONTINUE FOR 2.2 MILES TO A
 SY1845'T ROAD AND LOCKED GATE ON THE RIGHT, (KEY OBTAINED FROM THE
 SY1845'RAYONIER LOGGING CO. IN HOQUIAM), TURN RIGHT, PASS THROUGH GATE AND
 SY1845'CONTINUE ON MAIN TRAVELED ROAD FOR 1.4 MILES TO A RAILROAD TRACKS
 SY1845'AND A FORK JUST ACROSS THE TRACKS, CONTINUE STRAIGHT AHEAD KEEPING
 SY1845'LEFT FORK FOR 1.3 MILES TO A RAILROAD TRACKS, CROSS TRACKS AND
 SY1845'CONTINUE UPHILL FOR 2.75 MILES TO THE AZIMUTH ON THE RIGHT,
 SY1845'CONTINUE STRAIGHT AHEAD UPHILL FOR .15 MILE TO A ROAD RIGHT, TURN
 SY1845'RIGHT AND CONTINUE UPHILL FOR .2 MILE TO BRITTAIN LOOKOUT AND
 SY1845'STATION SITE.
 SY1845'
 SY1845'STATION MARK IS A STANDARD DISK SET IN CONCRETE, NOTES 1A 7A, 48
 SY1845'FEET SOUTH OF THE LOOKOUT AND 10 FEET NORTH OF THE SOUTH EDGE OF
 SY1845'THE HILL.  IT IS STAMPED BRITTAIN 1953 AND PROJECTS 1 INCH.
 SY1845'
 SY1845'R.M. NO. 1 IS A STANDARD DISK SET IN CONCRETE, NOTE 11A, 33 FEET
 SY1845'SOUTHEAST OF THE LOOKOUT.  CONTINUED ON CARD 2 OF 2
 SY1845'
 SY1845'IT IS STAMPED BRITTAIN 1953 NO 1 AND PROJECTS 3 INCHES.
 SY1845'
 SY1845'R.M. NO. 2 IS A STANDARD DISK SET IN CONCRETE, NOTE 11A, 53 FEET
 SY1845'WEST OF THE LOOKOUT.  IT IS STAMPED BRITTAIN 1953 NO 2 AND PROJECTS
 SY1845'4 INCHES.
 SY1845'
 SY1845'AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE, NOTE 16A, 15 FEET
 SY1845'NORTH OF THE CENTER OF THE ROAD AND 6 FEET EAST OF A WITNESS
 SY1845'POST.  IT IS STAMPED BRITTAIN 1953 AND PROJECTS 2 INCHES.
 SY1845
 SY1845                          STATION RECOVERY (1961)
 SY1845
 SY1845'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1961
 SY1845'STATION HAS BEEN DESTROYED.  BOTH REFERENCE MARKS ARE STILL
 SY1845'FIRM.  THE AZIMUTH MARK HAS BEEN DISTURBED BY GRADER WORK.
 SY1845
 SY1845                          STATION RECOVERY (1962)
 SY1845
 SY1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY1845'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE MARK
 SY1845'NO. 1 WERE FOUND IN GOOD CONDITION.  SOME LEVELING OF THE LAND
 SY1845'AROUND THE LOOKOUT HOUSE HAS BEEN DONE AND THE SURFACE STATION MARK
 SY1845'WAS FOUND 6 INCHES BELOW GROUND.  SOME OF THE DIRT AROUND THE MARK
 SY1845'WAS REMOVED TO LEAVE IT PROJECT ABOUT 2 INCHES.  REFERENCE MARK
 SY1845'NO. 1 IS NOW FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2 NOW
 SY1845'PROJECTS ABOUT 16 INCHES, IS LOOSE IN THE GROUND AND IS OF
 SY1845'DOUBTFUL VALUE.  IT HAD DEFINATELY BEEN DISTURBED, BUT MAY REMAIN
 SY1845'IN ITS PRESENT LOCATION FOR QUITE SOME TIME.  THE AZIMUTH MARK
 SY1845'POST HAD BEEN BROKEN OFF ABOUT 10 INCHES FROM THE TOP.  A NEW
 SY1845'REFERENCE MARK (NO. 3) AND A NEW AZIMUTH MARK WERE SET.  A METAL
 SY1845'WITNESS POST WAS SET 3 FEET SOUTH OF THE STATION MARK.
 SY1845'
 SY1845'REFERENCE MARK NO. 3, STAMPED BRITTAIN NO 3 1953, IS A STANDARD
 SY1845'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 SY1845'ABOUT 2-1/2 FEET SOUTHEAST OF REFERENCE MARK NO. 2.
 SY1845'
 SY1845'THE NEW AZIMUTH MARK, STAMPED BRITTAIN 1953 RESET 1962, IS A
 SY1845'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE
 SY1845'GROUND.  IT IS 20 FEET EAST OF THE CENTER OF THE ROAD AND 2 FEET
 SY1845'NORTH OF A WHITE WOODEN WITNESS POST.
 SY1845'
 SY1845'AN ALTERNATE ROUTE TO REACH THE STATION IS GIVEN BELOW.
 SY1845'
 SY1845'TO REACH FROM THE JUNCTION OF 5TH STREET AND SIMPSON AVE. IN
 SY1845'HOQUIAM, GO NORTHERLY ON U.S. HIGHWAY 101 (5TH STREET) FOR 10.5
 SY1845'MILES TO A BRIDGE.  CONTINUE NORTH ON U.S. HIGHWAY 101 FOR 5.6
 SY1845'MILES TO A BLACKTOP ROAD RIGHT AND A SIGN RAILROAD CAMP RAYONIER
 SY1845'INCORPORATED.  TURN RIGHT ON BLACKTOP ROAD AND GO 1.1 MILES TO A
 SY1845'FORK, TAKE RIGHT FORK 0.25 MILE TO A GATE AT THE SOUTHEASTERN
 SY1845'EDGE OF THE RAILROAD CAMP.  (THIS GATE MAY BE LOCKED, KEY MAY BE
 SY1845'OBTAINED FROM RAYONIER CORP. IN HOQUIAM OR AT THE CAMP).
 SY1845'PASS THROUGH GATE, CROSS RAILROAD TRACKS AND FOLLOW GRAVELED
 SY1845'ROAD 4.3 MILES TO A RAILROAD CROSSING.  CONTINUE ON GRAVELED
 SY1845'ROAD 1.2 MILES TO A ROAD LEFT.  CONTINUE STRAIGHT AHEAD 1.4 MILES
 SY1845'TO A RAILROAD CROSSING.  CONTINUE ON GRAVELED ROAD 2.9 MILES TO
 SY1845'A CURVE TO THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 SY1845'CONTINUE ON GRAVELED ROAD 0.15 MILE TO A SIDE ROAD RIGHT, TURN
 SY1845'RIGHT AND FOLLOW TRACK ROAD UP HILL 0.2 MILE TO THE LOOKOUT
 SY1845'HOUSE AND THE STATION.
 SY1845
 SY1845                          STATION RECOVERY (1988)
 SY1845
 SY1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 SY1845'THE STATION IS LOCATED ABOUT 30.6 KM NORTH OF ABERDEEN, 14.5 KM (9.00
 SY1845'MI) EAST-NORTHEAST OF HUMPTULIPS, NEAR THE LINE BETWEEN SECTIONS 35
 SY1845'AND 36 IN T21N, R9W AND ON STATE PROPERTY. TO REACH FROM THE POST
 SY1845'OFFICE IN HUMPTULIPS, GO SOUTH ON US HIGHWAY 101 FOR 11.61 KM (7.20
 SY1845'MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON EAST FORK ROAD FOR
 SY1845'9.98 KM (6.20 MI) TO A CROSS ROAD.  TURN RIGHT, PASSING THROUGH THE
 SY1845'GATE, AND GO EASTERLY ON THE GRAVELED ROAD FOR 1.69 KM (1.05 MI) TO A
 SY1845'FORK.  TAKE THE LEFT FORK FOR 0.64 KM (0.40 MI) TO A CROSS ROAD.  TURN
 SY1845'LEFT FOR 3.46 KM (2.15 MI) TO A CROSS ROAD. CONTINUE AHEAD FOR 1.61 KM
 SY1845'(1.00 MI) TO A FORK.  TAKE THE LEFT FORK, UPHILL FOR 0.16 KM (0.10 MI)
 SY1845'TO THE OLD ROAD.  TURN RIGHT ON THE OLD ROAD AND GO UPHILL FOR 2.90 KM
 SY1845'(1.80 MI) TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE AHEAD FOR 0.24 KM
 SY1845'(0.15 MI) TO A CLEARING AND THE END OF TRUCK TRAVEL.  WALK UP HILL
 SY1845'ALONG THE ROAD FOR ABOUT 91 M (298.6 FT), CROSSING A LOW FILL AND THEN
 SY1845'UPHILL FOR 305 M (1000.7 FT) TO THE TOP OF THE HILL AND THE STATION.
 SY1845'THE MARK IS SET IN THE TOP OF A 0.30 M (0.98 FT) SQUARE CONCRETE
 SY1845'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 0.9 M (3.0 FT)
 SY1845'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1846 ***********************************************************************
 SY1846  DESIGNATION -  BRITTAIN LOOKOUT HOUSE 1953
 SY1846  PID         -  SY1846
 SY1846  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1846  USGS QUAD   -  BURNT HILL (1990)
 SY1846
 SY1846                         *CURRENT SURVEY CONTROL
 SY1846  ___________________________________________________________________
 SY1846* NAD 83(1991)-  47 15 22.59075(N)    123 46 57.60483(W)     ADJUSTED  
 SY1846* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 SY1846  ___________________________________________________________________
 SY1846  LAPLACE CORR-          13.09  (seconds)                    DEFLEC99
 SY1846  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 SY1846
 SY1846  HORZ ORDER  -  SECOND
 SY1846
 SY1846.The horizontal coordinates were established by classical geodetic methods
 SY1846.and adjusted by the National Geodetic Survey in December 1991..
 SY1846
 SY1846.The orthometric height was scaled from a topographic map.
 SY1846
 SY1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1846
 SY1846.The geoid height was determined by GEOID03.
 SY1846
 SY1846;                    North         East     Units Scale Factor Converg.
 SY1846;SPC WA S     -   218,912.554   251,605.587   MT  0.99998328   -2 23 04.3
 SY1846;SPC WA S     -   718,215.60    825,476.00   sFT  0.99998328   -2 23 04.3
 SY1846;UTM  10      - 5,233,940.727   440,782.471   MT  0.99964310   -0 34 29.3
 SY1846
 SY1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1846!SPC WA S     -   0.99994459  x   0.99998328  =   0.99992787
 SY1846!UTM  10      -   0.99994459  x   0.99964310  =   0.99958771
 SY1846
 SY1846                          SUPERSEDED SURVEY CONTROL
 SY1846
 SY1846  NAD 83(1986)-  47 15 22.58531(N)    123 46 57.60923(W) AD(       ) 2
 SY1846  NAD 27      -  47 15 23.26600(N)    123 46 52.99900(W) AD(       ) 2
 SY1846
 SY1846.Superseded values are not recommended for survey control.
 SY1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1846.See file dsdata.txt to determine how the superseded data were derived.
 SY1846
 SY1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT4078233941(NAD 83)
 SY1846
 SY1846  HISTORY     - Date     Condition        Report By
 SY1846  HISTORY     - 1953     MONUMENTED       CGS
 SY1846  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SY1846
 SY1846                          STATION DESCRIPTION
 SY1846
 SY1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SY1846'THE STATION IS THE TOP AND CENTER OF THE STATE FOREST SERVICE
 SY1846'LOOKOUT HOUSE, BRITTAIN, LOCATED ON THE SUMMIT OF A LOGGED-OFF
 SY1846'HILL, WHICH IS ABOUT 19 MILES (AIRLINE) NORTH OF ABERDEEN, AND 9
 SY1846'MILES (AIRLINE) NORTHEAST OF THE VILLAGE OF HUMPTULIPS.
 SY1846'
 SY1846'THE LOOKOUT HOUSE IS A WOODEN STRUCTURE 10 BY 10 FEET AT THE BASE,
 SY1846'AND ABOUT 20 FEET IN HEIGHT.
 SY1846'
 SY1846'THE LOOKOUT HOUSE WAS ESTABLISHED BY DISTANCE AND DIRECTION FROM
 SY1846'TRIANGULATION STATION BRITTAIN, DISTANCE BEING 17.022 METERS
 SY1846'(55.85 FEET) NORTHEAST OF STATION TO CENTER OF LOOKOUT HOUSE.
 SY1846
 SY1846                          STATION RECOVERY (1970)
 SY1846
 SY1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SY1846'THE STATION HAS BEEN DESTROYED.  THE LOOKOUT HOUSE WAS TORN DOWN
 SY1846'SEVERAL YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1451 ***********************************************************************
 SC1451  DESIGNATION -  BRO 1937
 SC1451  PID         -  SC1451
 SC1451  STATE/COUNTY-  WA/COWLITZ
 SC1451  USGS QUAD   -  RAINIER (1990)
 SC1451
 SC1451                         *CURRENT SURVEY CONTROL
 SC1451  ___________________________________________________________________
 SC1451* NAD 83(1991)-  46 06 21.51880(N)    122 57 38.58262(W)     ADJUSTED  
 SC1451* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC1451  ___________________________________________________________________
 SC1451  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 SC1451  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SC1451
 SC1451  HORZ ORDER  -  THIRD
 SC1451
 SC1451.The horizontal coordinates were established by classical geodetic methods
 SC1451.and adjusted by the National Geodetic Survey in December 1991..
 SC1451
 SC1451.The orthometric height was scaled from a topographic map.
 SC1451
 SC1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1451
 SC1451.The geoid height was determined by GEOID03.
 SC1451
 SC1451;                    North         East     Units Scale Factor Converg.
 SC1451;SPC WA S     -    88,846.434   309,789.452   MT  0.99994934   -1 47 14.8
 SC1451;SPC WA S     -   291,490.34  1,016,367.56   sFT  0.99994934   -1 47 14.8
 SC1451;SPC OR N     -   273,971.710 2,309,772.915   MT  1.00002868   -1 44 42.4
 SC1451;SPC OR N     -   898,857.32  7,577,995.13   iFT  1.00002868   -1 44 42.4
 SC1451;UTM  10      - 5,105,823.172   503,035.931   MT  0.99960011   +0 01 41.9
 SC1451
 SC1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1451!SPC WA S     -   1.00000275  x   0.99994934  =   0.99995209
 SC1451!SPC OR N     -   1.00000275  x   1.00002868  =   1.00003143
 SC1451!UTM  10      -   1.00000275  x   0.99960011  =   0.99960286
 SC1451
 SC1451:                Primary Azimuth Mark                     Grid Az
 SC1451:SPC WA S     -  LOG RAFT DOLPHIN                         110 03 04.4
 SC1451:SPC OR N     -  LOG RAFT DOLPHIN                         110 00 32.0
 SC1451:UTM  10      -  LOG RAFT DOLPHIN                         108 14 07.7
 SC1451
 SC1451|---------------------------------------------------------------------|
 SC1451| PID    Reference Object                     Distance      Geod. Az  |
 SC1451|                                                           dddmmss.s |
 SC1451| SC1461 LOG RAFT DOLPHIN                    APPROX. 5.8 KM 1081549.6 |
 SC1451| SC1389 RAINIER BAR LOW DIKE E END LT       APPROX. 4.0 KM 1103053.9 |
 SC1451| SC1392 DIKE 44.2 EAST END DOLPHIN          APPROX. 4.9 KM 1114608.6 |
 SC1451| SC1446 ISLAND USE 1937 RM                  APPROX. 5.8 KM 1140103.0 |
 SC1451| SC1410 DIKE 44.6 WEST END DOLPHIN          APPROX. 3.7 KM 1142627.3 |
 SC1451| SC1403 RAINIER BAR UP DIKE BCN REFLEC      APPROX. 4.4 KM 1161001.8 |
 SC1451| SC1414 RAINIER BAR LIGHT                   APPROX. 3.4 KM 1162503.2 |
 SC1451| SC1395 COTTONWOOD IS LOW DIKE DOLPHIN      APPROX. 5.2 KM 1175733.3 |
 SC1451| SC1408 DOBELBOWER LIGHT DOLPHIN            APPROX. 4.3 KM 1240430.9 |
 SC1451| SC1447 RAINIER DUBOIS KET LUMBER PILE      APPROX. 1.0 KM 1681646.1 |
 SC1451| SC1464 SLAUGHTERS DIKE SOUTH END           APPROX. 1.3 KM 2682615.1 |
 SC1451| SC1525 MOUNT COFFIN LIGHT                  APPROX. 3.3 KM 3175908.1 |
 SC1451|---------------------------------------------------------------------|
 SC1451
 SC1451                          SUPERSEDED SURVEY CONTROL
 SC1451
 SC1451  NAD 83(1991)-  46 06 21.51880(N)    122 57 38.58261(W) AD(       ) 3
 SC1451  NAD 83(1986)-  46 06 21.53539(N)    122 57 38.57998(W) AD(       ) 3
 SC1451  NAD 27      -  46 06 22.12859(N)    122 57 34.17827(W) AD(       ) 3
 SC1451
 SC1451.Superseded values are not recommended for survey control.
 SC1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1451.See file dsdata.txt to determine how the superseded data were derived.
 SC1451
 SC1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0303605823(NAD 83)
 SC1451_MARKER: Z = SEE DESCRIPTION
 SC1451_SETTING: 0 = UNSPECIFIED SETTING
 SC1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1451
 SC1451  HISTORY     - Date     Condition        Report By
 SC1451  HISTORY     - 1937     MONUMENTED       CGS
 SC1451  HISTORY     - 1968     SEE DESCRIPTION  LOCENG
 SC1451  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 SC1451
 SC1451                          STATION DESCRIPTION
 SC1451
 SC1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1451'STATION IS ON THE W CONCRETE SIDEWALK OF THE LONGVIEW BRIDGE,
 SC1451'11.33 METERS S OF THE CENTER OF THE N PIER, A STANDARD DISK
 SC1451'STAMPED BRO 1937, COUNTERSUNK AND CEMENTED INTO THE SURFACE
 SC1451'OF THE WALK.
 SC1451
 SC1451                          STATION RECOVERY (1968)
 SC1451
 SC1451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (GPB)
 SC1451'RECOVERED BY AERIAL MAP.
 SC1451'
 SC1451'FOUND AS DESCRIBED IN GOOD CONDITION
 SC1451
 SC1451                          STATION RECOVERY (2004)
 SC1451
 SC1451'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC1451'WALK WAYS WERE REMOVED AND COMPLETE NEW ROAD SURFACE ON THIS BRIDGE.
 SC1451'MARK SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5562 ***********************************************************************
 SY5562  DESIGNATION -  BROAD SPIT 1878
 SY5562  PID         -  SY5562
 SY5562  STATE/COUNTY-  WA/JEFFERSON
 SY5562  USGS QUAD   -  QUILCENE (1953)
 SY5562
 SY5562                         *CURRENT SURVEY CONTROL
 SY5562  ___________________________________________________________________
 SY5562* NAD 83(1991)-  47 48 37.22951(N)    122 48 57.66821(W)     ADJUSTED  
 SY5562* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5562  ___________________________________________________________________
 SY5562  LAPLACE CORR-         -17.68  (seconds)                    DEFLEC99
 SY5562  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SY5562
 SY5562  HORZ ORDER  -  THIRD
 SY5562
 SY5562.The horizontal coordinates were established by classical geodetic methods
 SY5562.and adjusted by the National Geodetic Survey in December 1991..
 SY5562
 SY5562.The orthometric height was scaled from a topographic map.
 SY5562
 SY5562.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5562
 SY5562.The geoid height was determined by GEOID03.
 SY5562
 SY5562;                    North         East     Units Scale Factor Converg.
 SY5562;SPC WA N     -    92,007.969   351,522.771   MT  0.99995659   -1 28 34.1
 SY5562;SPC WA N     -   301,862.81  1,153,287.62   sFT  0.99995659   -1 28 34.1
 SY5562;UTM  10      - 5,295,237.209   513,774.384   MT  0.99960233   +0 08 10.7
 SY5562
 SY5562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5562!SPC WA N     -   1.00000306  x   0.99995659  =   0.99995965
 SY5562!UTM  10      -   1.00000306  x   0.99960233  =   0.99960538
 SY5562
 SY5562:                Primary Azimuth Mark                     Grid Az
 SY5562:SPC WA N     -  LONG SPIT 1878                           014 07 10.3
 SY5562:UTM  10      -  LONG SPIT 1878                           012 30 25.5
 SY5562
 SY5562|---------------------------------------------------------------------|
 SY5562| PID    Reference Object                     Distance      Geod. Az  |
 SY5562|                                                           dddmmss.s |
 SY5562| SY5571 LONG SPIT 1878                      APPROX. 3.0 KM 0123836.2 |
 SY5562|---------------------------------------------------------------------|
 SY5562
 SY5562                          SUPERSEDED SURVEY CONTROL
 SY5562
 SY5562  NAD 83(1986)-  47 48 37.22678(N)    122 48 57.67473(W) AD(       ) 3
 SY5562  NAD 27      -  47 48 37.95200(N)    122 48 53.07600(W) AD(       ) 3
 SY5562
 SY5562.Superseded values are not recommended for survey control.
 SY5562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5562.See file dsdata.txt to determine how the superseded data were derived.
 SY5562
 SY5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1377495237(NAD 83)
 SY5562
 SY5562  HISTORY     - Date     Condition        Report By
 SY5562  HISTORY     - 1878     MONUMENTED       CGS
 SY5562  HISTORY     - 1937     SEE DESCRIPTION  USE
 SY5562  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5562
 SY5562                          STATION DESCRIPTION
 SY5562
 SY5562'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (JJG)
 SY5562'STATION IS ON BOLTON PENINSULA, DABOB BAY, 1-1/2 MILES N OF TULE,
 SY5562'ON THE PROMINENT SPIT WHICH IS THE MOST E POINT OF BOLTON
 SY5562'PENINSULA.  THE SPIT IS VERY CONSPICUOUS AND CANNOT BE
 SY5562'MISTAKEN.  STATION IS NEAR THE POINT OF SPIT, 37 PACES FROM
 SY5562'HIGH-WATER MARK IN LINE TO TABOOK POINT, 16 PACES FROM HIGH-WATER
 SY5562'MARK IN PROLONGATION OF SAME LINE, AND 30 PACES FROM EXTREME
 SY5562'POINT OF SPIT.
 SY5562'
 SY5562'STATION IS MARKED ONE FOOT BENEATH SURFACE BY A STONE HAVING A
 SY5562'1/2-INCH HOLE DRILLED 2 INCHES DEEP FOR CENTER.
 SY5562'
 SY5562'STUBS WERE PLACED--ONE IN LINE TO STATION TONGUE, ONE IN
 SY5562'PROLONGATION OF SAME LINE, AND ONE AT RIGHT ANGLES INSHORE, EACH
 SY5562'MARKED WITH COPPER TACK 6 FEET FROM CENTER.
 SY5562'
 SY5562'SEES FROM HEAD OF BAY AROUND TO TABOOK.
 SY5562
 SY5562                          STATION RECOVERY (1937)
 SY5562
 SY5562'RECOVERY NOTE BY US ENGINEERS 1937
 SY5562'STATION RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.  IT IS ON
 SY5562'A LARGE SAND AND GRAVEL SPIT ON W SIDE OF DABOB BAY.  THIS IS THE
 SY5562'LARGEST SPIT ON THIS SIDE OF THE BAY.  STATION IS IN CENTER OF
 SY5562'SPIT, 75 FEET BACK FROM BEACH AT HIGH TIDE.  MONUMENTED.
 SY5562
 SY5562                          STATION RECOVERY (1963)
 SY5562
 SY5562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5562'THE STATION IS LOST.  THE STATION SITE WAS DETERMINED BY AN
 SY5562'INVERSE COMPUTATION FROM NEARBY TRIANGULATION STATION BROADSPIT
 SY5562'(USN), 1961.  A HOLE 3 FEET IN DIAMETER AND 3 FEET DEEP WAS DUG AT
 SY5562'THE STATION SITE BUT NO SIGN OF THE MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5561 ***********************************************************************
 SY5561  DESIGNATION -  BROADSPIT
 SY5561  PID         -  SY5561
 SY5561  STATE/COUNTY-  WA/JEFFERSON
 SY5561  USGS QUAD   -  QUILCENE (1953)
 SY5561
 SY5561                         *CURRENT SURVEY CONTROL
 SY5561  ___________________________________________________________________
 SY5561* NAD 83(1991)-  47 48 37.13059(N)    122 48 56.46605(W)     ADJUSTED  
 SY5561* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY5561  ___________________________________________________________________
 SY5561  LAPLACE CORR-         -17.66  (seconds)                    DEFLEC99
 SY5561  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SY5561
 SY5561  HORZ ORDER  -  THIRD
 SY5561
 SY5561.The horizontal coordinates were established by classical geodetic methods
 SY5561.and adjusted by the National Geodetic Survey in December 1991..
 SY5561
 SY5561.The orthometric height was scaled from a topographic map.
 SY5561
 SY5561.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5561
 SY5561.The geoid height was determined by GEOID03.
 SY5561
 SY5561;                    North         East     Units Scale Factor Converg.
 SY5561;SPC WA N     -    92,004.271   351,547.694   MT  0.99995659   -1 28 33.2
 SY5561;SPC WA N     -   301,850.68  1,153,369.39   sFT  0.99995659   -1 28 33.2
 SY5561;UTM  10      - 5,295,234.214   513,799.392   MT  0.99960234   +0 08 11.6
 SY5561
 SY5561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5561!SPC WA N     -   1.00000321  x   0.99995659  =   0.99995980
 SY5561!UTM  10      -   1.00000321  x   0.99960234  =   0.99960555
 SY5561
 SY5561:                Primary Azimuth Mark                     Grid Az
 SY5561:SPC WA N     -  GRASS 2                                  080 20 26.4
 SY5561:UTM  10      -  GRASS 2                                  078 43 41.6
 SY5561
 SY5561|---------------------------------------------------------------------|
 SY5561| PID    Reference Object                     Distance      Geod. Az  |
 SY5561|                                                           dddmmss.s |
 SY5561| SY5538 GRASS 2                             APPROX. 1.6 KM 0785153.2 |
 SY5561| SY5557 DABOB BAY RANGE MARKER              APPROX. 2.2 KM 1911822.2 |
 SY5561| SY5560 DABOB BAY DOLPHIN ANTENNA           APPROX. 2.7 KM 1911809.5 |
 SY5561| CF7210 BROADSPIT RM 1                       19.540 METERS 24355     |
 SY5561| CF7211 BROADSPIT RM 2                       18.980 METERS 32317     |
 SY5561|---------------------------------------------------------------------|
 SY5561
 SY5561                          SUPERSEDED SURVEY CONTROL
 SY5561
 SY5561  NAD 83(1986)-  47 48 37.12769(N)    122 48 56.47257(W) AD(       ) 3
 SY5561  NAD 27      -  47 48 37.79180(N)    122 48 51.91200(W) AD(       ) 3
 SY5561
 SY5561.Superseded values are not recommended for survey control.
 SY5561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5561.See file dsdata.txt to determine how the superseded data were derived.
 SY5561
 SY5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1379995234(NAD 83)
 SY5561
 SY5561  HISTORY     - Date     Condition        Report By
 SY5561  HISTORY     - 1961     MONUMENTED       USN
 SY5561  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY5561  HISTORY     - 1977     SEE DESCRIPTION  LOCSUR
 SY5561
 SY5561                          STATION DESCRIPTION
 SY5561
 SY5561'DESCRIBED BY US NAVY 1961 (MEW)
 SY5561'THE STATION IS 3 MILES EAST SOUTHEAST OF QUILCENE ON THE WEST SHORE
 SY5561'OF DABOB BAY AND ABOUT 3.7 MILES NORTH NORTHEAST OF WHITNEY POINT AT
 SY5561'THE ENTRANCE TO QUILCENE BAY.  AT HIGH WATER LINE ON MOST EASTERLY
 SY5561'POINT OF BROAD SPIT.
 SY5561'
 SY5561'THE STATION IS BEST REACHED BY BOAT, WHICH CAN BE RENTED IN
 SY5561'QUILCENE.  IT CAN BE REACHED BY TRUCK AND WALKING ABOUT 0.75 MILE
 SY5561'ALONG THE BEACH TO STATION.  THE ROAD IS SHOWN ON USGS 7.5 MINUTE
 SY5561'QUILCENE QUADRANGLE.
 SY5561'
 SY5561'THE STATION MARK IS A STAINLESS STEEL PIN SET IN CONCRETE IN THE
 SY5561'TOP OF A SIX INCH PIPE EXTENDING ABOUT 2 FEET ABOVE A MASS OF
 SY5561'CONCRETE AT THE HIGH WATER LINE AND ABOUT 15 FEET SOUTH OF A TALL
 SY5561'STEEL TOWER WITH A LARGE RANGE MARKER ON IT.  THE STATION WAS
 SY5561'ESTABLISHED BY PERSONNEL OF THE KEYPORT NAVAL TORPEDO STATION.
 SY5561'THERE IS NO STAMPING.
 SY5561'
 SY5561'REFERENCE MARK 1 IS A STAINLESS STEEL PIN SET IN A MASS OF CONCRETE
 SY5561'AND PROJECTING ABOUT 2 INCHES, AND ABOUT 10 FEET BACK OF THE DRIFT
 SY5561'LOGS AT THE HIGH WATER LINE.  ABOUT 75 FEET SOUTHWEST OF THE RANGE
 SY5561'TOWER.  NO STAMPING ON MARK.
 SY5561'
 SY5561'REFERENCE MARK 2 IS A STAINLESS STEEL PIN SET IN A MASS OF CONCRETE
 SY5561'AND PROJECTING ABOUT TWO INCHES AND ABOUT 30 FEET WEST OF THE
 SY5561'RANGE TOWER.  NO STAMPING.
 SY5561'
 SY5561'ALL MARKS ARE 0.5 INCH DIAMETER STAINLESS STEEL PINS WITH A CROSS
 SY5561'IN THE TOP, SET IN CONCRETE.
 SY5561
 SY5561                          STATION RECOVERY (1969)
 SY5561
 SY5561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (KD)
 SY5561'RECOVERED IN GOOD CONDITION AS DESCRIBED BY M.E.W. IN 1961.
 SY5561
 SY5561                          STATION RECOVERY (1977)
 SY5561
 SY5561'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (ARD)
 SY5561'TOWER NO LONGER EXISTS - IT HAS BEEN REPLACED WITH WOODEN POLE.
 SY5561'THERE IS A GREAT DEAL OF DRIFT WOOD IN AREA WHICH HINDERS SEARCH.
 SY5561'SHOULD BE BETTER NOW WITH WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4357 ***********************************************************************
 SY4357  DESIGNATION -  BROADWAY ENGINE HOUSE
 SY4357  PID         -  SY4357
 SY4357  STATE/COUNTY-  WA/KING
 SY4357  USGS QUAD   -  POVERTY BAY (1994)
 SY4357
 SY4357                         *CURRENT SURVEY CONTROL
 SY4357  ___________________________________________________________________
 SY4357* NAD 83(1991)-  47 36 18.26075(N)    122 19 15.30431(W)     ADJUSTED  
 SY4357* NAVD 88     -                                                        
 SY4357  ___________________________________________________________________
 SY4357  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 SY4357  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SY4357
 SY4357  HORZ ORDER  -  THIRD
 SY4357
 SY4357.The horizontal coordinates were established by classical geodetic methods
 SY4357.and adjusted by the National Geodetic Survey in December 1991..
 SY4357
 SY4357
 SY4357.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4357
 SY4357.The geoid height was determined by GEOID03.
 SY4357
 SY4357;                    North         East     Units Scale Factor Converg.
 SY4357;SPC WA N     -    68,354.204   388,152.856   MT  0.99998206   -1 06 27.1
 SY4357;SPC WA N     -   224,258.75  1,273,464.83   sFT  0.99998206   -1 06 27.1
 SY4357;UTM  10      - 5,272,630.573   551,041.770   MT  0.99963201   +0 30 05.5
 SY4357
 SY4357                          SUPERSEDED SURVEY CONTROL
 SY4357
 SY4357  NAD 83(1986)-  47 36 18.25868(N)    122 19 15.30067(W) AD(       ) 4
 SY4357  NAD 27      -  47 36 18.90000(N)    122 19 10.86000(W) AD(       ) 3
 SY4357
 SY4357.Superseded values are not recommended for survey control.
 SY4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4357.See file dsdata.txt to determine how the superseded data were derived.
 SY4357
 SY4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5104272631(NAD 83)
 SY4357
 SY4357  HISTORY     - Date     Condition        Report By
 SY4357  HISTORY     - UNK      MONUMENTED
 SY4357  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4357  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 SY4357
 SY4357                          STATION DESCRIPTION
 SY4357
 SY4357'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4357'STATION HAS BEEN DESTROYED.
 SY4357'
 SY4357'THE STRUCTURE HAS BEEN DEMOLISHED AND APPARENTLY WAS LOCATED
 SY4357'NEAR THE INTERSECTION OF BROADWAY AND TERRACE STREET, NEAR WHERE
 SY4357'IS FORMED A SMALL TRIANGULAR PARK BY THE STREET INTERSECTION.
 SY4357
 SY4357                          STATION RECOVERY (2002)
 SY4357
 SY4357'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4352 ***********************************************************************
 SY4352  DESIGNATION -  BROADWAY HIGH SCHOOL
 SY4352  PID         -  SY4352
 SY4352  STATE/COUNTY-  WA/KING
 SY4352  USGS QUAD   -  POVERTY BAY (1994)
 SY4352
 SY4352                         *CURRENT SURVEY CONTROL
 SY4352  ___________________________________________________________________
 SY4352* NAD 83(1991)-  47 36 56.83138(N)    122 19 17.29884(W)     ADJUSTED  
 SY4352* NAVD 88     -                                                        
 SY4352  ___________________________________________________________________
 SY4352  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 SY4352  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY4352
 SY4352  HORZ ORDER  -  THIRD
 SY4352
 SY4352.The horizontal coordinates were established by classical geodetic methods
 SY4352.and adjusted by the National Geodetic Survey in December 1991..
 SY4352
 SY4352
 SY4352.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4352
 SY4352.The geoid height was determined by GEOID03.
 SY4352
 SY4352;                    North         East     Units Scale Factor Converg.
 SY4352;SPC WA N     -    69,545.983   388,134.238   MT  0.99998041   -1 06 28.6
 SY4352;SPC WA N     -   228,168.78  1,273,403.75   sFT  0.99998041   -1 06 28.6
 SY4352;UTM  10      - 5,273,820.943   550,989.712   MT  0.99963195   +0 30 04.3
 SY4352
 SY4352                          SUPERSEDED SURVEY CONTROL
 SY4352
 SY4352  NAD 83(1986)-  47 36 56.82378(N)    122 19 17.30402(W) AD(       ) 4
 SY4352  NAD 27      -  47 36 57.47600(N)    122 19 12.85200(W) AD(       ) 3
 SY4352
 SY4352.Superseded values are not recommended for survey control.
 SY4352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4352.See file dsdata.txt to determine how the superseded data were derived.
 SY4352
 SY4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5099073821(NAD 83)
 SY4352
 SY4352  HISTORY     - Date     Condition        Report By
 SY4352  HISTORY     - UNK      MONUMENTED
 SY4352  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4352  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4352  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 SY4352
 SY4352                          STATION DESCRIPTION
 SY4352
 SY4352'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4352'THE INTERSECTED POINT WAS EVIDENTLY THE DOME-SHAPED CAP OF THE
 SY4352'VENTILATOR TOPPED WITH A SHORT SPIRE OF THE FORMER BROADWAY HIGH
 SY4352'SCHOOL, NOW KNOWN AS THE THOMAS A. EDISON TECHNICAL SCHOOL (SOUTH
 SY4352'BUILDING) IN THE BLOCK BOUNDED BY E. PINE AND E OLIVE STREETS,
 SY4352'HARVARD AND BROADWAY AVENUES.  THE BUILDING IS A SANDSTONE
 SY4352'STRUCTURE.  A NEWER BUILDING OF THE SAME SCHOOL IS IN THE BLOCK
 SY4352'TO THE N.
 SY4352
 SY4352                          STATION RECOVERY (1968)
 SY4352
 SY4352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4352'THE BUILDING IS STILL STANDING, BUT THE DOME-SHAPED VENTILATOR CAP
 SY4352'WITH THE SHORT SPIRE IS GONE.  STATION IS LOST.
 SY4352
 SY4352                          STATION RECOVERY (2002)
 SY4352
 SY4352'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2108 ***********************************************************************
 TR2108  DESIGNATION -  BROKEN RESET
 TR2108  PID         -  TR2108
 TR2108  STATE/COUNTY-  WA/SAN JUAN
 TR2108  USGS QUAD   -  SHAW ISLAND (1994)
 TR2108
 TR2108                         *CURRENT SURVEY CONTROL
 TR2108  ___________________________________________________________________
 TR2108* NAD 83(1991)-  48 35 42.76454(N)    122 58 00.08991(W)     ADJUSTED  
 TR2108* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2108  ___________________________________________________________________
 TR2108  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 TR2108  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 TR2108
 TR2108  HORZ ORDER  -  THIRD
 TR2108
 TR2108.The horizontal coordinates were established by classical geodetic methods
 TR2108.and adjusted by the National Geodetic Survey in December 1991..
 TR2108
 TR2108.The orthometric height was scaled from a topographic map.
 TR2108
 TR2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2108
 TR2108.The geoid height was determined by GEOID03.
 TR2108
 TR2108;                    North         East     Units Scale Factor Converg.
 TR2108;SPC WA N     -   179,545.057   342,661.065   MT  0.99997696   -1 35 18.0
 TR2108;SPC WA N     -   589,057.41  1,124,213.84   sFT  0.99997696   -1 35 18.0
 TR2108;UTM  10      - 5,382,459.585   502,455.939   MT  0.99960007   +0 01 29.9
 TR2108
 TR2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2108!SPC WA N     -   1.00000287  x   0.99997696  =   0.99997983
 TR2108!UTM  10      -   1.00000287  x   0.99960007  =   0.99960293
 TR2108
 TR2108:                Primary Azimuth Mark                     Grid Az
 TR2108:SPC WA N     -  POST RESET                               083 08 20.0
 TR2108:UTM  10      -  POST RESET                               081 31 32.1
 TR2108
 TR2108|---------------------------------------------------------------------|
 TR2108| PID    Reference Object                     Distance      Geod. Az  |
 TR2108|                                                           dddmmss.s |
 TR2108| TR2086 POST RESET                          APPROX. 1.5 KM 0813302.0 |
 TR2108| TR2087 SHAW IS STANDARD OIL CO TANK        APPROX. 3.1 KM 1144708.6 |
 TR2108| CF7637 BROKEN RM 1                           3.352 METERS 19146     |
 TR2108| CF7638 BROKEN RM 2                           3.453 METERS 22935     |
 TR2108| TR2100 POLE PASS LIGHT                     APPROX. 1.9 KM 2922800.1 |
 TR2108|---------------------------------------------------------------------|
 TR2108
 TR2108                          SUPERSEDED SURVEY CONTROL
 TR2108
 TR2108  NAD 83(1986)-  48 35 42.76625(N)    122 58 00.09174(W) AD(       ) 3
 TR2108  NAD 27      -  48 35 43.40400(N)    122 57 55.44200(W) AD(       ) 3
 TR2108
 TR2108.Superseded values are not recommended for survey control.
 TR2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2108.See file dsdata.txt to determine how the superseded data were derived.
 TR2108
 TR2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0245682460(NAD 83)
 TR2108_MARKER: H = DRILL HOLE
 TR2108_SETTING: 66 = SET IN ROCK OUTCROP
 TR2108_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TR2108
 TR2108  HISTORY     - Date     Condition        Report By
 TR2108  HISTORY     - 1894     MONUMENTED       CGS
 TR2108  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2108  HISTORY     - 1947     GOOD             CGS
 TR2108  HISTORY     - 1950     GOOD             CGS
 TR2108  HISTORY     - 1954     GOOD             CGS
 TR2108  HISTORY     - 1973     GOOD             USGS
 TR2108  HISTORY     - 20010902 GOOD             USPSQD
 TR2108
 TR2108                          STATION DESCRIPTION
 TR2108
 TR2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2108'ON BROKEN POINT, SHAWS ISLAND, ABOUT 5 PACES BACK FROM HIGH-WATER
 TR2108'LINE AND 15 FEET ABOVE TIDES, ON SLOPING FACE OF ROCK.  STATION IS
 TR2108'MARKED CONSPICUOUSLY IN SOLID ROCK BY A 1/2-INCH HOLE, 2 INCHES
 TR2108'DEEP.  POLE PASS AND HARNEY CHANNEL ARE VISIBLE FROM HERE.
 TR2108
 TR2108                          STATION RECOVERY (1940)
 TR2108
 TR2108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2108'THE OLD DRILL HOLE WAS RECOVERED AND RE-MARKED WITH A STANDARD
 TR2108'DISK STAMPED BROKEN 1894-1940.  TWO REFERENCE MARKS WERE ESTABLISHED
 TR2108'AND STAMPED THE SAME.
 TR2108'
 TR2108'ON THE VERY N END OF A NARROW PROMINENT POINT (KNOWN AS BROKEN
 TR2108'POINT) ON THE N SIDE OF SHAW ISLAND OPPOSITE WEST SOUND, ABOUT 50
 TR2108'METERS EASTWARD IN A SHEER BLUFF TO WATER OF ABOUT 40-FOOT
 TR2108'HEIGHT.  LEDGE AT STATION SLOPES BACK TO HIGHEST PART OF POINT
 TR2108'WHICH IS 30 METERS S OF STATION.  STATION IS 3 METERS BACK FROM
 TR2108'THE HIGH-WATER LINE AND 10 FEET ABOVE.
 TR2108'
 TR2108'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 TR2108'IN OUTCROPPING BEDROCK.
 TR2108'
 TR2108'REFERENCE MARK NO.1 IS DISTANT 3.350 METERS, NO.2 IS DISTANT
 TR2108'3.455 METERS.
 TR2108
 TR2108                          STATION RECOVERY (1947)
 TR2108
 TR2108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (HAK)
 TR2108'RECOVERED AS DESCRIBED IN 1940.
 TR2108'
 TR2108'STATION IS LOCATED ON THE N SIDE OF SHAW ISLAND, OPPOSITE WEST
 TR2108'SOUND, ON THE VERY N END OF A NARROW PROMINENT POINT KNOWN AS
 TR2108'BROKEN PT.  ABOUT 50 METERS TO THE E IS A SHEER BLUFF, ABOUT 40
 TR2108'FEET HIGH, TO WATER.  LEDGE AT STATION SLOPES BACK TO THE HIGHEST
 TR2108'PART OF THE POINT WHICH IS 30 METERS S OF THE STATION.  THE
 TR2108'STATION IS 3 METERS FROM THE HIGH-WATER LINE AND 15 FEET ABOVE.
 TR2108'
 TR2108'STATION MARK IS A BRONZE DISK SET IN BEDROCK AND STAMPED BROKEN
 TR2108'1894 1940.
 TR2108'
 TR2108'REFERENCE MARK 1 IS S OF THE STATION.  IT IS A BRONZE DISK SET
 TR2108'IN BEDROCK AND STAMPED BROKEN NO 1 1894 1940.
 TR2108'
 TR2108'REFERENCE MARK 2 IS S OF THE STATION.  IT IS A BRONZE DISK SET IN
 TR2108'BEDROCK AND STAMPED BROKEN NO 2 1894 1940.
 TR2108
 TR2108                          STATION RECOVERY (1950)
 TR2108
 TR2108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2108'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR2108'AS REMARKED BY L.C.W. IN 1940.
 TR2108'
 TR2108'ON SHAW ISLAND, ON BROKEN POINT WHICH IS THE MOST N POINT OF
 TR2108'THE ISLAND, OPPOSITE THE ENTRANCE TO WEST SOUND ORCAS ISLAND,
 TR2108'ABOUT 750 METERS ESE OF WASP PASSAGE LIGHT, ABOUT 3 METERS S OF,
 TR2108'3 METERS W OF, AND 15 FEET HIGHER THAN THE HIGH-WATER LINE, 30
 TR2108'METERS N OF THE HIGHEST PART OF THE POINT, AND ABOUT 50 METERS NW
 TR2108'OF A SHEER 40-FOOT BLUFF WHICH DROPS TO THE WATER.  STATION MARK
 TR2108'IS A BRONZE STATION DISK STAMPED BROKEN 1894 1940 SET IN A
 TR2108'DRILL HOLE IN THE BEDROCK.
 TR2108'
 TR2108'R.M. 1 IS A BRONZE REFERENCE DISK STAMPED BROKEN 1894 1940 1 SET
 TR2108'IN OUTCROPPING BEDROCK.
 TR2108'
 TR2108'R.M. 2 IS A BRONZE REFERENCE DISK STAMPED BROKEN 1894 1940 2 SET
 TR2108'IN OUTCROPPING BEDROCK.
 TR2108
 TR2108                          STATION RECOVERY (1954)
 TR2108
 TR2108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2108'THE STATION WAS RECOVERED AS DESCRIBED BY C.W.C. IN 1950.  THE
 TR2108'REFERENCE MARKS WERE IN GOOD CONDITION.  THERE WAS A CRACK IN THE
 TR2108'CEMENT IN WHICH THE STATION MARK WAS SET.
 TR2108'
 TR2108'AS THE STATION WAS NOT OCCUPIED, NEITHER DISTANCES NOR DIRECTIONS
 TR2108'TO REFERENCE MARKS WERE VERIFIED.
 TR2108
 TR2108                          STATION RECOVERY (1973)
 TR2108
 TR2108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2108'STATION FOUND AS DESCRIBED, NEW ELEV ESTABLISHED.
 TR2108
 TR2108                          STATION RECOVERY (2001)
 TR2108
 TR2108'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 TR2108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1746 ***********************************************************************
 SY1746  DESIGNATION -  BROM RESET
 SY1746  PID         -  SY1746
 SY1746  STATE/COUNTY-  WA/MASON
 SY1746  USGS QUAD   -  SHELTON (1981)
 SY1746
 SY1746                         *CURRENT SURVEY CONTROL
 SY1746  ___________________________________________________________________
 SY1746* NAD 83(1991)-  47 12 29.48871(N)    123 02 31.81718(W)     ADJUSTED  
 SY1746* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY1746  ___________________________________________________________________
 SY1746  LAPLACE CORR-          -7.82  (seconds)                    DEFLEC99
 SY1746  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SY1746
 SY1746  HORZ ORDER  -  THIRD
 SY1746
 SY1746.The horizontal coordinates were established by classical geodetic methods
 SY1746.and adjusted by the National Geodetic Survey in December 1991..
 SY1746
 SY1746.The orthometric height was scaled from a topographic map.
 SY1746
 SY1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1746
 SY1746.The geoid height was determined by GEOID03.
 SY1746
 SY1746;                    North         East     Units Scale Factor Converg.
 SY1746;SPC WA S     -   211,500.666   307,443.329   MT  0.99997377   -1 50 47.8
 SY1746;SPC WA S     -   693,898.44  1,008,670.32   sFT  0.99997377   -1 50 47.8
 SY1746;UTM  10      - 5,228,300.940   496,806.367   MT  0.99960013   -0 01 51.4
 SY1746
 SY1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1746!SPC WA S     -   1.00000323  x   0.99997377  =   0.99997700
 SY1746!UTM  10      -   1.00000323  x   0.99960013  =   0.99960336
 SY1746
 SY1746|---------------------------------------------------------------------|
 SY1746| PID    Reference Object                     Distance      Geod. Az  |
 SY1746|                                                           dddmmss.s |
 SY1746| DD9448 BROM RM 1                            24.795 METERS 08238     |
 SY1746| DD9450 BROM RM 3                            24.812 METERS 08240     |
 SY1746| SY1724 GEEZ                                APPROX. 0.9 KM 0872758.8 |
 SY1746| SY1755 ATOM                                407.010 METERS 1380201.0 |
 SY1746| SY1752 BONE                                487.336 METERS 2214208.7 |
 SY1746| DD9449 BROM RM 2                            27.551 METERS 27011     |
 SY1746| DE3806 BROM WASHER=RM 4                      8.135 METERS 27727     |
 SY1746|---------------------------------------------------------------------|
 SY1746
 SY1746                          SUPERSEDED SURVEY CONTROL
 SY1746
 SY1746  NAD 83(1986)-  47 12 29.48765(N)    123 02 31.82455(W) AD(       ) 3
 SY1746  NAD 27      -  47 12 30.14000(N)    123 02 27.29400(W) AD(       ) 3
 SY1746
 SY1746.Superseded values are not recommended for survey control.
 SY1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1746.See file dsdata.txt to determine how the superseded data were derived.
 SY1746
 SY1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9680628301(NAD 83)
 SY1746_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1746
 SY1746  HISTORY     - Date     Condition        Report By
 SY1746  HISTORY     - 1936     MONUMENTED       CGS
 SY1746  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY1746  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1746  HISTORY     - 1972     SEE DESCRIPTION  LOCSUR
 SY1746  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY1746
 SY1746                          STATION DESCRIPTION
 SY1746
 SY1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1746'STATION IS LOCATED ON THE N SIDE OF THE INLET ABOUT 1 MILE NE OF
 SY1746'WALKERS PARK.  THE STATION IS ABOUT 3 FEET OUTSIDE OF THE
 SY1746'HIGH-WATER LINE AND COVERS ABOUT 1 FOOT AT HIGH WATER.  IT IS
 SY1746'LEVEL WITH THE SURFACE OF THE BEACH.
 SY1746'
 SY1746'SURFACE, UNDERGROUND, AND REFERENCE MARKS NO.1 AND NO.2 ARE
 SY1746'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY1746'7A, AND 11A.
 SY1746'
 SY1746'REFERENCE MARK NO.1 IS SET E OF THE STATION ABOUT 6 FEET
 SY1746'OUTSIDE OF THE HIGH-WATER LINE.  IT COVERS ABOUT 2 FEET AT HIGH
 SY1746'WATER.
 SY1746'
 SY1746'REFERENCE MARK NO.2 IS SET W OF THE STATION.  IT IS ABOUT 4 FEET
 SY1746'OUTSIDE OF THE HIGH-WATER MARK.
 SY1746
 SY1746                          STATION RECOVERY (1958)
 SY1746
 SY1746'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY1746'UNABLE TO LOCATE STATION OR REFERENCE MARKS.  THERE HAS BEEN
 SY1746'ROAD CONSTRUCTION ALONG THIS STRETCH OF THE INLET AND IT APPEARS
 SY1746'THAT THE RESIDUE FROM CUTTING FOR GRADE OF ROAD AND DEPOSITED
 SY1746'SEAWARD HAS COVERED ALL MARKS.
 SY1746
 SY1746                          STATION RECOVERY (1967)
 SY1746
 SY1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1746'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 SY1746'RECOVERED.  THE STATION SITE IS COVERED WITH RIP-RAP THAT HAS
 SY1746'BEEN PUT ALONG THE SHORE LINE.
 SY1746
 SY1746                          STATION RECOVERY (1972)
 SY1746
 SY1746'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (CR)
 SY1746'BROM TRIANGULATION STATION 1936
 SY1746'
 SY1746'THE BRASS DISK WAS STILL FIRMLY SET IN ITS CONC BASE, BUT DUE TO
 SY1746'TIDAL ACTION THE CONC. SHOWED SIGNS OF DETERIORATION.  NOMENCLATURE
 SY1746'STILL DISTINCT ON SURFACE OF BRASS DISK.
 SY1746'
 SY1746'MEASURED EAST 81.40 TO REMAINS OF R.M. NO. 1. BRASS DISK MISSING
 SY1746'AND CONC. BLOCK BADLY DETERIORATED.  MR. E.L. CLIFFE TESTIFIES THAT
 SY1746'THE CONC. BLOCK OF R.M. NO. 2 IS OFTEN UNCOVERED.  BUT BRASS DISK
 SY1746'IS MISSING.  INVERSE DISTANCE FROM TRAVERSE TIES BETWEEN BROM AND
 SY1746'GEEZ 2949.41 FT.
 SY1746
 SY1746                          STATION RECOVERY (1974)
 SY1746
 SY1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SY1746'THE STATION MARK WAS RECOVERED BUT THE TOP OF THE CONCRETE POST
 SY1746'HAD BEEN BROKEN OFF FLUSH WITH THE BEACH.  DIGGING REVEALED THIS
 SY1746'POST TO BE TOO BIG FOR ONE MAN TO HANDLE SO UNDERGROUND MARK WAS
 SY1746'NOT CHECKED, BUT A NEW DISK WAS SET IN THE CENTER OF THE TOP OF
 SY1746'THE ORIGINAL CONCRETE POST.  THIS DISK SHOULD BE WITHIN ALLOWABLE
 SY1746'LIMITS FOR A POINT LISTED TO DECIMETERS AND EVEN FEET, AS BROM
 SY1746'IS GIVEN IN THE GEOGRAPHIC POSITIONS.  TWO NEW REFERENCE MARKS
 SY1746'WERE ESTABLISHED.
 SY1746'
 SY1746'THE STATION IS ABOUT 2-3/4 MILES EAST OF SHELTON, ON THE NORTH
 SY1746'SIDE OF HAMMERSLEY INLET, ON A ROUNDING POINT IN SECTION 22,
 SY1746'T2ON, R3W.
 SY1746'
 SY1746'REACHED FROM THE INTERSECTION OF FIRST AND PINE STREETS IN SHELTON
 SY1746'BY GOING EAST AND NORTHEAST ON STATE HIGHWAY 3 (PINE STREET)
 SY1746'FOR 6.25 MILES TO A BLACKTOP Y JUST AFTER CROSSING DEER CREEK,
 SY1746'KEEP RIGHT AND GO SOUTHERLY ON AGATE ROAD FOR 3.9 MILES TO THE
 SY1746'AGATE GROCERY ON THE LEFT, TURN RIGHT AND GO WEST ON LEEDS LOOP
 SY1746'ROAD 0.75 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH 0.25 MILE
 SY1746'TO A BLACKTOP ROAD RIGHT, TURN RIGHT AND GO WEST 0.7 MILE, TURN
 SY1746'LEFT AND FOLLOW A DRIVEWAY 0.1 MILE TO MR. E. L. CLIFFES
 SY1746'HOUSE.  WALK SOUTH ACROSS THE LAWN ABOUT 50 YARDS TO THE
 SY1746'BEACH AND THE STATION 99.6 FEET EAST OF THE SOUTHEAST CORNER OF
 SY1746'THE CONCRETE BLOCK AT THE FOOT OF THE WOODEN STEPS TO THE BEACH.
 SY1746'
 SY1746'THE STATION MARK, STAMPED BROM 1936 1974, IS A STANDARD DISK SET
 SY1746'IN A SQUARE CONCRETE POST FLUSH WITH THE GRAVEL BEACH, 16.5 FEET
 SY1746'SOUTH OF THE 5-FOOT BANK AT THE HIGH WATER LINE, 13.5 FEET
 SY1746'SOUTHEAST OF THE WESTERN ONE OF A LINE OF 8-FOOT HIGH PILING
 SY1746'SPACED ABOUT 6 FEET APART AND 9.9 FEET SOUTH OF A METAL WITNESS
 SY1746'POST.
 SY1746'
 SY1746'REFERENCE MARK NO. 3, STAMPED BROM 1936 NO 3 1974, IS A STANDARD
 SY1746'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 SY1746'10 FEET SOUTHEAST OF THE 8-FOOT HIGH PILING AT THE WEST END OF A
 SY1746'27-FOOT GAP IN THESE POLES AND 6 FEET SOUTH OF THE ENDS OF THE
 SY1746'LOGS PROTRUDING FROM UNDER THE ABANDONED ROAD FILL AT THE HIGH
 SY1746'WATER LINE.
 SY1746'
 SY1746'REFERENCE MARK NO. 4, IS A COPPER WASHER WITH THE LETTERS
 SY1746'U.S.C. AND G.S.B.M. AND STAMPED NO 4.  THIS WASHER IS NAILED TO THE
 SY1746'SOUTH END OF A LARGE LOG WHICH PROTRUDES FROM UNDER THE ABANDONED
 SY1746'ROAD FILL, ABOUT 63 FEET EAST OF THE CONCRETE BLOCK AT THE BOTTOM
 SY1746'OF THE STEPS AND 8 INCHES ABOVE THE BEACH.
 SY1746'
 SY1746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1746'2-3/4 MILES EAST OF SHELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4390 ***********************************************************************
 SY4390  DESIGNATION -  BRONSON 1963
 SY4390  PID         -  SY4390
 SY4390  STATE/COUNTY-  WA/KING
 SY4390  USGS QUAD   -  POVERTY BAY (1994)
 SY4390
 SY4390                         *CURRENT SURVEY CONTROL
 SY4390  ___________________________________________________________________
 SY4390* NAD 83(1991)-  47 35 10.53898(N)    122 22 33.02246(W)     ADJUSTED  
 SY4390* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 SY4390  ___________________________________________________________________
 SY4390  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 SY4390  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SY4390
 SY4390  HORZ ORDER  -  THIRD
 SY4390
 SY4390.The horizontal coordinates were established by classical geodetic methods
 SY4390.and adjusted by the National Geodetic Survey in December 1991..
 SY4390
 SY4390.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4390
 SY4390.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4390
 SY4390.The geoid height was determined by GEOID03.
 SY4390
 SY4390;                    North         East     Units Scale Factor Converg.
 SY4390;SPC WA N     -    66,344.434   383,982.077   MT  0.99998503   -1 08 54.3
 SY4390;SPC WA N     -   217,665.03  1,259,781.20   sFT  0.99998503   -1 08 54.3
 SY4390;UTM  10      - 5,270,505.227   546,930.530   MT  0.99962707   +0 27 39.0
 SY4390
 SY4390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4390!SPC WA N     -   1.00000307  x   0.99998503  =   0.99998810
 SY4390!UTM  10      -   1.00000307  x   0.99962707  =   0.99963014
 SY4390
 SY4390:                Primary Azimuth Mark                     Grid Az
 SY4390:SPC WA N     -  SEATTLE DARIGOLD STACK                   009 07 55.0
 SY4390:UTM  10      -  SEATTLE DARIGOLD STACK                   007 31 21.7
 SY4390
 SY4390|---------------------------------------------------------------------|
 SY4390| PID    Reference Object                     Distance      Geod. Az  |
 SY4390|                                                           dddmmss.s |
 SY4390| SY4179 SEATTLE DARIGOLD STACK              APPROX. 4.4 KM 0075900.7 |
 SY4390| SY4563 SEATTLE SACRED HEART CH CROSS       APPROX. 4.2 KM 0235311.9 |
 SY4390| SY4314 SEATTLE SPACE NEEDLE                APPROX. 4.3 KM 0274005.5 |
 SY4390| SY4560 SEATTLE BANK OF CALIF CEN LT        APPROX. 3.9 KM 0563956.5 |
 SY4390| SY4513 SEATTLE SMITH BUILDING FLAGPOLE     APPROX. 3.7 KM 0621109.3 |
 SY4390| SY4559 SEATTLE KING CO DOMED STADIUM       APPROX. 3.5 KM 0725629.2 |
 SY4390| SY4825 SEATTLE MAGNOLIA SCHOOL STACK       APPROX. 6.2 KM 3481828.0 |
 SY4390| SY4816 SEATTLE MAGNOLIA PRES CH SPIRE      APPROX. 7.0 KM 3491144.2 |
 SY4390|---------------------------------------------------------------------|
 SY4390
 SY4390                          SUPERSEDED SURVEY CONTROL
 SY4390
 SY4390  NAD 83(1986)-  47 35 10.53317(N)    122 22 33.02809(W) AD(       ) 3
 SY4390  NAD 27      -  47 35 11.17840(N)    122 22 28.57440(W) AD(       ) 3
 SY4390  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 SY4390
 SY4390.Superseded values are not recommended for survey control.
 SY4390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4390.See file dsdata.txt to determine how the superseded data were derived.
 SY4390
 SY4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4693170505(NAD 83)
 SY4390_MARKER: Z = SEE DESCRIPTION
 SY4390_SETTING: 0 = UNSPECIFIED SETTING
 SY4390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4390
 SY4390  HISTORY     - Date     Condition        Report By
 SY4390  HISTORY     - 1963     MONUMENTED       CGS
 SY4390  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SY4390  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SY4390  HISTORY     - 1983     GOOD             USPSQD
 SY4390
 SY4390                          STATION DESCRIPTION
 SY4390
 SY4390'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4390'LOCATED IN THE WEST SEATTLE SECTION OF THE CITY OF SEATTLE, ON THE
 SY4390'SOUTHWEST SHORE OF ELLIOTT BAY, ABOUT 250 FEET NORTHEAST OF THE
 SY4390'INTERSECTION OF BRONSON WAY AND HARBOR AVENUE, ON THE PROPERTY
 SY4390'BOUNDED ON THE NORTHWEST BY THE BEACH BROILER RESTAURANT (1936
 SY4390'HARBOR AVENUE) AND ON THE SOUTHEAST BY VAN VETTER INC. AND ON A
 SY4390'CONCRETE BULKHEAD (SEAWALL).
 SY4390'
 SY4390'THE STATION IS A STANDARD DISK STAMPED BRONSON 1963 SET FLUSH ON TOP
 SY4390'OF A 2.5 FOOT WIDE CONCRETE BULKHEAD, ABOUT 220 FEET NORTHEAST OF
 SY4390'THE CENTERLINE OF HARBOR AVENUE S.W., 63.4 FEET SOUTH OF THE NORTH
 SY4390'CORNER OF THE WOODEN PIER THAT IS ALONG THE NORTHEAST SIDE OF THE
 SY4390'BULKHEAD, 50.4 FEET NORTHWEST OF THE SOUTHEAST END OF THE BULKHEAD
 SY4390'AND 49.8 FEET SOUTHEAST OF THE NORTHWEST END OF THE BULKHEAD.
 SY4390'
 SY4390'NO OTHER MARKS WERE SET.
 SY4390
 SY4390                          STATION RECOVERY (1970)
 SY4390
 SY4390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RBM)
 SY4390'LOCATED IN GOOD CONDITION AS DESCRIBED BY F.N. IN 1963.
 SY4390'
 SY4390'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT SEATTLE.
 SY4390
 SY4390                          STATION RECOVERY (1975)
 SY4390
 SY4390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 SY4390'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY4390'
 SY4390'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT SEATTLE.
 SY4390
 SY4390                          STATION RECOVERY (1983)
 SY4390
 SY4390'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4390'BRONSON 1963 RECOVERED GOOD.
 SY4390'
 SY4390'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2503 ***********************************************************************
 SY2503  DESIGNATION -  BROOK
 SY2503  PID         -  SY2503
 SY2503  STATE/COUNTY-  WA/KING
 SY2503  USGS QUAD   -  POVERTY BAY (1994)
 SY2503
 SY2503                         *CURRENT SURVEY CONTROL
 SY2503  ___________________________________________________________________
 SY2503* NAD 83(1991)-  47 17 13.86845(N)    122 20 43.18658(W)     ADJUSTED  
 SY2503* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 SY2503  ___________________________________________________________________
 SY2503  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 SY2503  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY2503
 SY2503  HORZ ORDER  -  SECOND
 SY2503
 SY2503.The horizontal coordinates were established by classical geodetic methods
 SY2503.and adjusted by the National Geodetic Survey in December 1991..
 SY2503
 SY2503.The orthometric height was scaled from a topographic map.
 SY2503
 SY2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2503
 SY2503.The geoid height was determined by GEOID03.
 SY2503
 SY2503;                    North         East     Units Scale Factor Converg.
 SY2503;SPC WA N     -    33,053.878   385,623.291   MT  1.00004649   -1 07 32.6
 SY2503;SPC WA N     -   108,444.26  1,265,165.75   sFT  1.00004649   -1 07 32.6
 SY2503;SPC WA S     -   218,812.294   360,419.575   MT  0.99998977   -1 20 25.6
 SY2503;SPC WA S     -   717,886.67  1,182,476.56   sFT  0.99998977   -1 20 25.6
 SY2503;UTM  10      - 5,237,286.628   549,504.290   MT  0.99963012   +0 28 51.7
 SY2503
 SY2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2503!SPC WA N     -   0.99998410  x   1.00004649  =   1.00003059
 SY2503!SPC WA S     -   0.99998410  x   0.99998977  =   0.99997387
 SY2503!UTM  10      -   0.99998410  x   0.99963012  =   0.99961422
 SY2503
 SY2503|---------------------------------------------------------------------|
 SY2503| PID    Reference Object                     Distance      Geod. Az  |
 SY2503|                                                           dddmmss.s |
 SY2503| CE3392 BROOK RM 1                            6.151 METERS 04556     |
 SY2503| CE3391 BROOK AZ MK                                        0914537.4 |
 SY2503| CE3393 BROOK RM 2                            9.090 METERS 14635     |
 SY2503| SY2518 TACOMA POLICE RADIO STA MAST        APPROX. 1.6 KM 2463834.0 |
 SY2503|---------------------------------------------------------------------|
 SY2503
 SY2503                          SUPERSEDED SURVEY CONTROL
 SY2503
 SY2503  NAD 83(1986)-  47 17 13.86264(N)    122 20 43.19797(W) AD(       ) 2
 SY2503  NAD 27      -  47 17 14.49800(N)    122 20 38.74900(W) AD(       ) 2
 SY2503
 SY2503.Superseded values are not recommended for survey control.
 SY2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2503.See file dsdata.txt to determine how the superseded data were derived.
 SY2503
 SY2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4950437287(NAD 83)
 SY2503_MARKER: DS = TRIANGULATION STATION DISK
 SY2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2503
 SY2503  HISTORY     - Date     Condition        Report By
 SY2503  HISTORY     - 1955     MONUMENTED       CGS
 SY2503  HISTORY     - 1963     GOOD             CGS
 SY2503  HISTORY     - 1965     GOOD             WAWHI
 SY2503  HISTORY     - 1967     GOOD             WA-033
 SY2503  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY2503
 SY2503                          STATION DESCRIPTION
 SY2503
 SY2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2503'THE STATION IS ABOUT 23 MILES SOUTH OF SEATTLE, ABOUT 6 MILES
 SY2503'NORTHEAST OF TACOMA, ABOUT 3 MILES SOUTHWEST OF FEDERAL WAY AND
 SY2503'ABOUT 0.4 MILE NORTH OF LIBO ROAD ON THE SUMMIT OF A PROMINENT
 SY2503'RIDGE THAT IS ALMOST ENTIRELY CLEARED OF LARGE TIMBER.  THE
 SY2503'STATION MARK IS 15 FEET NORTH OF THE END OF A TRACK ROAD AND 3
 SY2503'FEET EAST OF A WITNESS POST.  IT IS SET FLUSH AND IS STAMPED
 SY2503'BROOK 1955.
 SY2503'
 SY2503'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE CENTER OF THE TRACK
 SY2503'ROAD AND 1-1/2 FEET BELOW STATION ELEVATION.  IT IS SET FLUSH AND
 SY2503'IS STAMPED BROOK NO 1 1955.
 SY2503'
 SY2503'REFERENCE MARK NO. 2 IS 10 FEET SOUTH OF THE CENTER OF THE TRACK
 SY2503'ROAD AND 2 FEET BELOW STATION ELEVATION.  IT IS SET FLUSH AND IS
 SY2503'STAMPED BROOK NO 2 1955.
 SY2503'
 SY2503'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 38.97 FEET.
 SY2503'
 SY2503'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 SY2503'AND 1 FOOT WEST OF A WITNESS POST.  IT IS SET FLUSH AND IS STAMPED
 SY2503'BROOK 1955.
 SY2503'
 SY2503'TO REACH THE STATION FROM THE FEDERAL WAY POST OFFICE GO EAST
 SY2503'ABOUT 100 YARDS TO U.S. HIGHWAY 99, TURN RIGHT AND GO SOUTH ON
 SY2503'U.S. HIGHWAY 99 FOR 2.7 MILES TO A SIDE ROAD RIGHT, (LIBO ROAD)
 SY2503'TURN RIGHT AND FOLLOW LIBO ROAD WEST FOR 0.95 MILE TO A TRACK ROAD
 SY2503'RIGHT AND TAYLOR ROAD ON THE LEFT.  TURN RIGHT AND FOLLOW TRACK
 SY2503'ROAD NORTH FOR 0.35 MILE TO CROSS ROADS (SIX ROADS) AND A SIGN
 SY2503'WARNING OF UNDERGROUND CABLE, TURN LEFT AND FOLLOW TRACK ROAD
 SY2503'WEST TO THE END OF THE ROAD, SUMMIT OF THE HILL AND THE STATION
 SY2503'AND REFERENCE MARKS AS DESCRIBED.  THIS IS 0.1 MILE WEST OF
 SY2503'THE SIX CROSS ROADS.
 SY2503'
 SY2503'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.1 MILE
 SY2503'TO THE SIX CROSS ROADS, CONTINUE EAST FOR 0.1 MILE TO THE AZIMUTH
 SY2503'MARK ON THE RIGHT.
 SY2503
 SY2503                          STATION RECOVERY (1963)
 SY2503
 SY2503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2503'RECOVERED AS DESCRIBED EXCEPT THAT THE TRACK ROAD IS CLOSING IN,
 SY2503'FROM THE 6-ROADS CROSSROADS, TO THE WEST AND THERE ISNT MUCH BUT
 SY2503'A GOOD TRAIL LEFT.  APPARENTLY, THE TRAIL IS USED AND IS LIABLE TO
 SY2503'REMAIN.  THE 1955 DIRECTIONS TO REACH THE STATION ARE
 SY2503'SATISFACTORY, EXCEPT THAT LIBO ROAD IS NOW SW 356TH ST. AND TAYLOR
 SY2503'ROAD IS NOW 6TH AVE. SW.  FROM THE 6-ROADS CROSSROADS AND THE
 SY2503'UNDERGROUND CABLE WARNING SIGN, WALK WEST ALONG THE TRAIL FOR
 SY2503'ABOUT 250 YARDS TO POINT WHERE TRAIL LEVELS OFF AT THE SUMMIT
 SY2503'OF THE RIDGE.  HERE FIND 5 MADRONA TREES GROWING OUT OF ONE STUMP
 SY2503'AND A TRIANGLE BLAZE ON THE EASTERN ONE OF THE FIVE TREES AND THE
 SY2503'STATION MARK 26 FEET NORTH OF THE BLAZE.  REFERENCE MARK NO. 2 IS
 SY2503'17 FEET NORTHEAST OF THIS BLAZE AND 7 FEET SOUTH OF THE TRAIL.
 SY2503'ABOUT 125 YARDS FARTHER WEST AND NORTHWEST ALONG THE TRAIL IS A
 SY2503'LARGE FIR TREE WITH THE TOP BROKEN OFF.  BRANCHES START ON THIS
 SY2503'TREE ABOUT 40 FEET ABOVE THE GROUND, TOTAL HEIGHT OF TREE ABOUT
 SY2503'60 FEET, AND THERE IS A LARGE TRIANGLE BLAZE ON THE SOUTHEAST
 SY2503'SIDE OF THIS TREE, ABOUT 7 FEET ABOVE THE GROUND.  THIS IS
 SY2503'MENTIONED SINCE A TRIANGLE BLAZE USUALLY INDICATES A TRIANGULATION
 SY2503'STATION IN THE AREA AND THIS IS 125 YARDS NORTHWEST OF THE
 SY2503'STATION.  IT IS ASSUMED THE BLAZE WAS CUT BY THE
 SY2503'RECONNAISSANCE MAN AND THE LOCATION CHANGED.
 SY2503
 SY2503                          STATION RECOVERY (1965)
 SY2503
 SY2503'RECOVERY NOTE BY WALKER AND WHITEFORD INCORPORATED 1965
 SY2503'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 SY2503'ROADS ARE BECOMING OVERGROWN AND IT IS DIFFICULT TO DRIVE UP THE
 SY2503'LAST ROAD TO THE STATION.
 SY2503
 SY2503                          STATION RECOVERY (1967)
 SY2503
 SY2503'RECOVERY NOTE BY KING COUNTY WASHINGTON 1967 (CWC)
 SY2503'THE SURFACE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 SY2503'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND
 SY2503'DIRECTIONS TO THE REFERENCE MARKS WERE NOT REMEASURED.
 SY2503'
 SY2503'THE STATION IS LOCATED ABOUT 0.3 MILE NORTH OF SW 356TH ST., NEAR
 SY2503'THE EXTENSION OF 8TH AVE. SW, ON THE NEARLY FLAT TOP OF A
 SY2503'BRUSH-COVERED HILL AND 3 FEET EAST OF A WITNESS SIGN.  THE
 SY2503'ELEVATION OF THE STATION, AS DETERMINED BY TRIGONOMETRIC LEVELING,
 SY2503'IS 408 FEET.
 SY2503'
 SY2503'THE AZIMUTH MARK IS 1109 FEET (MEASURED BY ELECTROTAPE) EAST OF
 SY2503'THE STATION, AND 3 FEET NORTH OF A WITNESS SIGN.  THE ELEVATION OF
 SY2503'THE AZIMUTH MARK IS 346 FEET.  IT IS STAMPED BROOK 1955.
 SY2503'
 SY2503'TO REACH THE STATION FROM FEDERAL WAY, GO SOUTH ON PACIFIC HIGHWAY
 SY2503'SOUTH FOR ABOUT 2-3/4 MILES TO S 356TH ST.  TURN RIGHT AND GO WEST
 SY2503'ON S 356TH ST. (WHICH BECOMES SW 356TH ST. AT 1ST AVE. S) FOR ABOUT
 SY2503'1 MILE TO 6TH AVE. SW, WHICH EXTENDS SOUTH FROM SW 356TH ST.  TURN
 SY2503'RIGHT AND FOLLOW WOODS ROAD NORTH FOR ABOUT 0.3 MILE TO A SMALL
 SY2503'CLEARING AND THE INTERSECTION OF ABOUT 4 TRAILS.  THE AZIMUTH
 SY2503'MARK IS ABOUT 300 FEET EAST OF THIS POINT.  FOLLOW THE FOOT TRAIL
 SY2503'UP HILL TO THE LEFT (WEST) FOR ABOUT 800 FEET TO THE STATION.
 SY2503'THE STATION MARK IS STAMPED BROOK 1955.  THE REFERENCE MARKS
 SY2503'BROOK NO 1 1955 AND BROOK NO 2 1955.
 SY2503
 SY2503                          STATION RECOVERY (1987)
 SY2503
 SY2503'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY2503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1860 ***********************************************************************
 SC1860  DESIGNATION -  BROOKFIELD CANNERY
 SC1860  PID         -  SC1860
 SC1860  STATE/COUNTY-  WA/WAHKIAKUM
 SC1860  USGS QUAD   -  GRAYS RIVER (1985)
 SC1860
 SC1860                         *CURRENT SURVEY CONTROL
 SC1860  ___________________________________________________________________
 SC1860* NAD 83(1991)-  46 15 50.96845(N)    123 33 37.10395(W)     ADJUSTED  
 SC1860* NAVD 88     -                                                        
 SC1860  ___________________________________________________________________
 SC1860  LAPLACE CORR-          12.68  (seconds)                    DEFLEC99
 SC1860  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 SC1860
 SC1860  HORZ ORDER  -  THIRD
 SC1860
 SC1860.The horizontal coordinates were established by classical geodetic methods
 SC1860.and adjusted by the National Geodetic Survey in December 1991..
 SC1860
 SC1860
 SC1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1860
 SC1860.The geoid height was determined by GEOID03.
 SC1860
 SC1860;                    North         East     Units Scale Factor Converg.
 SC1860;SPC WA S     -   108,036.660   264,144.853   MT  0.99993020   -2 13 22.8
 SC1860;SPC WA S     -   354,450.28    866,615.24   sFT  0.99993020   -2 13 22.8
 SC1860;SPC OR N     -   293,126.262 2,264,107.233   MT  1.00007795   -2 10 13.2
 SC1860;SPC OR N     -   961,700.33  7,428,173.34   iFT  1.00007795   -2 10 13.2
 SC1860;UTM  10      - 5,123,550.477   456,821.115   MT  0.99962292   -0 24 17.5
 SC1860
 SC1860                          SUPERSEDED SURVEY CONTROL
 SC1860
 SC1860  NAD 83(1991)-  46 15 50.96845(N)    123 33 37.10394(W) AD(       ) 4
 SC1860  NAD 83(1986)-  46 15 50.98019(N)    123 33 37.09509(W) AD(       ) 4
 SC1860  NAD 27      -  46 15 51.58178(N)    123 33 32.61397(W) AD(       ) 3
 SC1860
 SC1860.Superseded values are not recommended for survey control.
 SC1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1860.See file dsdata.txt to determine how the superseded data were derived.
 SC1860
 SC1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5682123550(NAD 83)
 SC1860
 SC1860  HISTORY     - Date     Condition        Report By
 SC1860  HISTORY     - UNK      MONUMENTED
 SC1860  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SC1860
 SC1860                          STATION DESCRIPTION
 SC1860
 SC1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1860'STATION PROBABLY LOST AS A RECENT FIRE HAS DAMAGED MOST OF THE
 SC1860'BUILDINGS ON THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2276 ***********************************************************************
 RC2276  DESIGNATION -  BROUGHT
 RC2276  PID         -  RC2276
 RC2276  STATE/COUNTY-  WA/SKAMANIA
 RC2276  USGS QUAD   -  HOOD RIVER (1994)
 RC2276
 RC2276                         *CURRENT SURVEY CONTROL
 RC2276  ___________________________________________________________________
 RC2276* NAD 83(1991)-  45 43 20.67557(N)    121 33 37.75710(W)     ADJUSTED  
 RC2276* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 RC2276  ___________________________________________________________________
 RC2276  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 RC2276  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RC2276
 RC2276  HORZ ORDER  -  SECOND
 RC2276
 RC2276.The horizontal coordinates were established by classical geodetic methods
 RC2276.and adjusted by the National Geodetic Survey in December 1991..
 RC2276
 RC2276.The orthometric height was scaled from a topographic map.
 RC2276
 RC2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2276
 RC2276.The geoid height was determined by GEOID03.
 RC2276
 RC2276;                    North         East     Units Scale Factor Converg.
 RC2276;SPC WA S     -    43,801.463   417,441.521   MT  1.00002699   -0 46 13.2
 RC2276;SPC WA S     -   143,705.30  1,369,556.06   sFT  1.00002699   -0 46 13.2
 RC2276;SPC OR N     -   228,983.742 2,417,448.481   MT  0.99994127   -0 45 07.5
 RC2276;SPC OR N     -   751,259.00  7,931,261.42   iFT  0.99994127   -0 45 07.5
 RC2276;UTM  10      - 5,064,213.701   612,020.545   MT  0.99975427   +1 01 50.7
 RC2276
 RC2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2276!SPC WA S     -   0.99999945  x   1.00002699  =   1.00002644
 RC2276!SPC OR N     -   0.99999945  x   0.99994127  =   0.99994072
 RC2276!UTM  10      -   0.99999945  x   0.99975427  =   0.99975372
 RC2276
 RC2276|---------------------------------------------------------------------|
 RC2276| PID    Reference Object                     Distance      Geod. Az  |
 RC2276|                                                           dddmmss.s |
 RC2276| CF4164 BROUGHT RM 1                          7.475 METERS 16140     |
 RC2276| RC2275 BROUGHT RM                           17.055 METERS 16406     |
 RC2276| CF4165 BROUGHT RM 2                          8.804 METERS 24842     |
 RC2276| RC2298 T3N R10E SECS 28 29 IRON PIPE       APPROX. 0.7 KM 2723252.4 |
 RC2276|---------------------------------------------------------------------|
 RC2276
 RC2276                          SUPERSEDED SURVEY CONTROL
 RC2276
 RC2276  NAD 83(1991)-  45 43 20.67557(N)    121 33 37.75709(W) AD(       ) 2
 RC2276  NAD 83(1986)-  45 43 20.68924(N)    121 33 37.76106(W) AD(       ) 2
 RC2276  NAD 27      -  45 43 21.26100(N)    121 33 33.50200(W) AD(       ) 2
 RC2276
 RC2276.Superseded values are not recommended for survey control.
 RC2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2276.See file dsdata.txt to determine how the superseded data were derived.
 RC2276
 RC2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1202164214(NAD 83)
 RC2276_MARKER: DS = TRIANGULATION STATION DISK
 RC2276_SETTING: 66 = SET IN ROCK OUTCROP
 RC2276
 RC2276  HISTORY     - Date     Condition        Report By
 RC2276  HISTORY     - 1957     MONUMENTED       CGS
 RC2276  HISTORY     - 1958     GOOD             CGS
 RC2276
 RC2276                          STATION DESCRIPTION
 RC2276
 RC2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2276'THE STATION IS NEAR HOOD, WASHINGTON, ABOUT 3-1/2 MILES WEST OF
 RC2276'THE HOOD RIVER-WHITE SALMON BRIDGE AND 2 MILES WEST OF THE POST
 RC2276'OFFICE AND RAILROAD STATION AT UNDERWOOD.  IT IS NEAR THE TIP OF A
 RC2276'SMALL BUT PROMINENT ROCKY POINT EXTENDING SOUTH INTO THE COLUMBIA
 RC2276'RIVER, ABOUT 200 FEET SOUTH OF U.S. HIGHWAY 830 AT THE POINT
 RC2276'WHERE A SIDE ROAD LEADS NORTH INTO THE BROUGHTON LUMBER COMPANY.
 RC2276'
 RC2276'TO REACH FROM THE POST OFFICE AND RAILROAD STATION IN UNDERWOOD,
 RC2276'GO WESTERLY ON U.S. HIGHWAY 830 FOR 1.75 MILES TO A RAILROAD
 RC2276'OVERPASS AND THE BROUGHTON LUMBER COMPANY ON THE RIGHT.  CONTINUE
 RC2276'WESTERLY ON THE HIGHWAY FOR 0.2 MILE TO A SMALL PARKING AREA ON
 RC2276'THE LEFT, JUST BEFORE REACHING THE ROAD TO THE LUMBER COMPANY ON
 RC2276'THE RIGHT.  LEAVE THE TRUCK AT THE PARKING AREA AND PACK SOUTH
 RC2276'ABOUT 200 FEET TO THE ROCKY POINT AND STATION.
 RC2276'
 RC2276'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN
 RC2276'DRILL HOLES IN BEDROCK.
 RC2276'
 RC2276'THE STATION MARK, STAMPED BROUGHT 1957, IS ON THE HIGH PART OF THE
 RC2276'ROCKY POINT, 56 FEET SOUTHWEST OF A LARGE OAK TREE.
 RC2276'
 RC2276'REFERENCE MARK 1, STAMPED BROUGHT NO 1 1957, IS ABOUT 1-1/2 FEET
 RC2276'LOWER THAN THE STATION.
 RC2276'
 RC2276'REFERENCE MARK 2, STAMPED BROUGHT NO 2 1957, IS ABOUT 1 FOOT LOWER
 RC2276'THAN THE STATION.
 RC2276'
 RC2276'THE UNSTAMPED U.S. ENGINEERS MARK IS A BRONZE DISK SET IN A DRILL
 RC2276'HOLE IN BEDROCK ON THE SOUTH TIP OF THE POINT NEAR THE WATER
 RC2276'LINE (THIS DATE).
 RC2276'
 RC2276'HOOD (USE) IS A BRONZE DISK, UNSTAMPED, CEMENTED IN A DRILL HOLE
 RC2276'IN A 2 1/2-FOOT BOULDER PROJECTING ABOUT 4 INCHES.  THE LETTERS
 RC2276'HOOD USE ARE INSCRIBED IN CEMENT ABOUT 1 FOOT NORTHEAST OF THE
 RC2276'MARK.  IT IS ON THE SOUTH TIP OF THE NEXT PROMINENT RIVER POINT,
 RC2276'ABOUT 0.4 MILE WEST-SOUTHWEST OF THE STATION.
 RC2276'
 RC2276'FROM THE PARKING AREA AT STATION BROUGHT, GO WEST ON U.S. HIGHWAY
 RC2276'830 FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT INTO THE FARM
 RC2276'YARD, THENCE PACK OUT TO THE ROCKY POINT AND STATION HOOD (USE).
 RC2276'
 RC2276'IRON PIPE 1939, IS A STANDARD STATION MARK STAMPED I P T 3 N, R 10
 RC2276'E, 29 28 1939.  THE MARK IS CEMENTED IN A SMALL BOULDER PROJECTING
 RC2276'ABOUT 1 INCH.  IT IS ON THE NORTH SIDE OF THE HIGHWAY AND RAILROAD
 RC2276'TRACKS, 6 METERS NORTH OF THE EDGE OF THE ROCK CUT OF THE RAILROAD
 RC2276'AND 100 FEET WEST OF THE DRIVEWAY LEADING SOUTH TOWARD HOOD
 RC2276'(USE).
 RC2276'
 RC2276'EITHER ONE OF THE ABOVE MARKS CAN BE USED FOR AN AZIMUTH.
 RC2276
 RC2276                          STATION RECOVERY (1958)
 RC2276
 RC2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LGT)
 RC2276'STATION WAS RECOVERED AS DESCRIBED BY J.B.W. IN 1957.  THE DISTANCE
 RC2276'TO BOTH REFERENCE MARKS WERE VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2275 ***********************************************************************
 RC2275  DESIGNATION -  BROUGHT RM
 RC2275  PID         -  RC2275
 RC2275  STATE/COUNTY-  WA/SKAMANIA
 RC2275  USGS QUAD   -  HOOD RIVER (1994)
 RC2275
 RC2275                         *CURRENT SURVEY CONTROL
 RC2275  ___________________________________________________________________
 RC2275* NAD 83(1991)-  45 43 20.14429(N)    121 33 37.54101(W)     ADJUSTED  
 RC2275* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 RC2275  ___________________________________________________________________
 RC2275  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 RC2275  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RC2275
 RC2275  HORZ ORDER  -  SECOND
 RC2275
 RC2275.The horizontal coordinates were established by classical geodetic methods
 RC2275.and adjusted by the National Geodetic Survey in December 1991..
 RC2275
 RC2275.The orthometric height was scaled from a topographic map.
 RC2275
 RC2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2275
 RC2275.The geoid height was determined by GEOID03.
 RC2275
 RC2275;                    North         East     Units Scale Factor Converg.
 RC2275;SPC WA S     -    43,784.999   417,445.973   MT  1.00002703   -0 46 13.0
 RC2275;SPC WA S     -   143,651.28  1,369,570.66   sFT  1.00002703   -0 46 13.0
 RC2275;SPC OR N     -   228,967.281 2,417,452.938   MT  0.99994125   -0 45 07.3
 RC2275;SPC OR N     -   751,204.99  7,931,276.04   iFT  0.99994125   -0 45 07.3
 RC2275;UTM  10      - 5,064,197.389   612,025.511   MT  0.99975429   +1 01 50.8
 RC2275
 RC2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2275!SPC WA S     -   0.99999945  x   1.00002703  =   1.00002648
 RC2275!SPC OR N     -   0.99999945  x   0.99994125  =   0.99994070
 RC2275!UTM  10      -   0.99999945  x   0.99975429  =   0.99975374
 RC2275
 RC2275                          SUPERSEDED SURVEY CONTROL
 RC2275
 RC2275  NAD 83(1991)-  45 43 20.14429(N)    121 33 37.54101(W) AD(       ) 2
 RC2275  NAD 83(1986)-  45 43 20.15797(N)    121 33 37.54498(W) AD(       ) 2
 RC2275  NAD 27      -  45 43 20.73000(N)    121 33 33.28600(W) AD(       ) 2
 RC2275
 RC2275.Superseded values are not recommended for survey control.
 RC2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2275.See file dsdata.txt to determine how the superseded data were derived.
 RC2275
 RC2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1202664197(NAD 83)
 RC2275_MARKER: DD = SURVEY DISK
 RC2275_SETTING: 66 = SET IN ROCK OUTCROP
 RC2275_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 RC2275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC2275+STABILITY: POSITION/ELEVATION WELL
 RC2275
 RC2275  HISTORY     - Date     Condition        Report By
 RC2275  HISTORY     - 1957     MONUMENTED       USE
 RC2275  HISTORY     - 1959     GOOD             CGS
 RC2275
 RC2275                          STATION DESCRIPTION
 RC2275
 RC2275'DESCRIBED BY US ENGINEERS 1957 (JBW)
 RC2275'NEAR HOOD, WASHINGTON, ABOUT 3-1/2 MILES WEST OF THE HOOD
 RC2275'RIVER-WHITE SALMON BRIDGE AND 2 MILES WEST OF THE POST OFFICE AND
 RC2275'RAILROAD STATION AT UNDERWOOD.  IT IS NEAR THE TIP OF A SMALL BUT
 RC2275'PROMINENT ROCKY POINT EXTENDING SOUTH INTO THE COLUMBIA RIVER,
 RC2275'ABOUT 250 FEET SOUTH OF U.S. HIGHWAY 830 AT THE POINT WHERE A
 RC2275'SIDE ROAD LEADS NORTH INTO THE BROUGHTON LUMBER COMPANY.
 RC2275'
 RC2275'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BROUGHT,
 RC2275'DISTANCE BEING 55.95 FEET - 17.055 METERS SOUTH-SOUTHEAST OF
 RC2275'STATION BROUGHT.  THE MARK IS AN UNSTAMPED U.S. ENGINEERS BRONZE
 RC2275'DISK SET IN A DRILL HOLE IN BEDROCK ON THE SOUTH TIP OF THE POINT
 RC2275'NEAR THE WATER LINE (THIS DATE).
 RC2275
 RC2275                          STATION RECOVERY (1959)
 RC2275
 RC2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2275'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0704 ***********************************************************************
 SA0704  DESIGNATION -  BROWN
 SA0704  PID         -  SA0704
 SA0704  STATE/COUNTY-  WA/FRANKLIN
 SA0704  USGS QUAD   -  EAGLE LAKES (1986)
 SA0704
 SA0704                         *CURRENT SURVEY CONTROL
 SA0704  ___________________________________________________________________
 SA0704* NAD 83(1991)-  46 38 59.47039(N)    119 10 37.22821(W)     ADJUSTED  
 SA0704* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 SA0704  ___________________________________________________________________
 SA0704  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 SA0704  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SA0704
 SA0704  HORZ ORDER  -  THIRD
 SA0704
 SA0704.The horizontal coordinates were established by classical geodetic methods
 SA0704.and adjusted by the National Geodetic Survey in December 1991..
 SA0704.No horizontal observational check was made to the station.
 SA0704
 SA0704.The orthometric height was scaled from a topographic map.
 SA0704
 SA0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA0704
 SA0704.The geoid height was determined by GEOID03.
 SA0704
 SA0704;                    North         East     Units Scale Factor Converg.
 SA0704;SPC WA S     -   147,180.401   601,263.620   MT  0.99991523   +0 57 39.7
 SA0704;SPC WA S     -   482,874.37  1,972,645.73   sFT  0.99991523   +0 57 39.7
 SA0704;UTM  11      - 5,168,556.595   333,415.837   MT  0.99994110   -1 35 00.3
 SA0704
 SA0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA0704!SPC WA S     -   0.99995851  x   0.99991523  =   0.99987375
 SA0704!UTM  11      -   0.99995851  x   0.99994110  =   0.99989962
 SA0704
 SA0704|---------------------------------------------------------------------|
 SA0704| PID    Reference Object                     Distance      Geod. Az  |
 SA0704|                                                           dddmmss.s |
 SA0704| SA0703 937 WASH                             39.234 METERS 17216     |
 SA0704| SA2176 T14N R29E SECS 33 34 RM              23.258 METERS 17750     |
 SA0704| SA0706 BROWN RM 2                            9.129 METERS 18038     |
 SA0704| CF4456 937 AZ MK                                          2632156.3 |
 SA0704| SA0705 BROWN RM 1                            8.581 METERS 35846     |
 SA0704|---------------------------------------------------------------------|
 SA0704
 SA0704                          SUPERSEDED SURVEY CONTROL
 SA0704
 SA0704  NAD 83(1986)-  46 38 59.47925(N)    119 10 37.21693(W) AD(       ) 3
 SA0704  NAD 27      -  46 38 59.97700(N)    119 10 33.17500(W) AD(       ) 3
 SA0704
 SA0704.Superseded values are not recommended for survey control.
 SA0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0704.See file dsdata.txt to determine how the superseded data were derived.
 SA0704
 SA0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM3341668557(NAD 83)
 SA0704_MARKER: DS = TRIANGULATION STATION DISK
 SA0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0704_SP_SET: IRON PIPE
 SA0704_STAMPING: BROWN 1958
 SA0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0704
 SA0704  HISTORY     - Date     Condition        Report By
 SA0704  HISTORY     - 1958     MONUMENTED       CGS
 SA0704  HISTORY     - 1958     GOOD             CGS
 SA0704
 SA0704                          STATION DESCRIPTION
 SA0704
 SA0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SA0704'THE STATION IS LOCATED ABOUT 14 MILES WEST AND 1 MILE SOUTH OF
 SA0704'CONNELL, 11 MILES SOUTH OF OTHELLO AND ON THE WEST SIDE OF THE
 SA0704'OLD MESA TO OTHELLO ROAD.  IT IS AT THE CORNER TO SECTIONS 3 4 33
 SA0704'34 T13 14N R29E.
 SA0704'
 SA0704'THE STATION MARK, STAMPED BROWN 1958, IS A STANDARD DISK WELDED
 SA0704'TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS 3 INCHES.  IT IS
 SA0704'149 FEET NORTH OF A T-FENCE CORNER, 39 FEET WEST OF THE CENTER
 SA0704'OF A GRAVELED ROAD, 4 FEET SOUTH OF A WITNESS POST AND 1 FOOT
 SA0704'EAST OF A FENCELINE.
 SA0704'
 SA0704'TO REACH THE STATION FROM THE INTERSECTION OF 1ST AVE. AND
 SA0704'MAIN STREET IN OTHELLO (WHICH IS 1 BLOCK SOUTH OF THE POST
 SA0704'OFFICE), GO WEST ON MAIN STREET FOR 1 BLOCK TO BROADWAY STREET,
 SA0704'TURN LEFT, AND GO SOUTH ON BROADWAY STREET FOR 1.1 MILES TO AN
 SA0704'UNDERPASS, CONTINUE SOUTH ON THE BLACKTOP ROAD FOR 5.1 MILES TO A
 SA0704'CROSSROAD AT THE DOUGLAS AND FRANKLIN COUNTY LINE, CONTINUE
 SA0704'SOUTH UP HILL FOR 1.8 MILES TO A SMALL MILITARY INSTALLATION ON
 SA0704'THE RIGHT AND THE END OF THE BLACKTOP ROAD, CONTINUE SOUTH
 SA0704'ON THE GRAVELED ROAD FOR 5.1 MILES TO A T-FENCE CORNER ON
 SA0704'THE RIGHT AND THE STATION.
 SA0704'
 SA0704'REFERENCE MARK NO. 1, STAMPED BROWN NO 1 1958, IS A STANDARD
 SA0704'DISK WELDED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS 6
 SA0704'INCHES.  IT IS 39 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND
 SA0704'1 FOOT EAST OF A FENCELINE.
 SA0704'
 SA0704'REFERENCE MARK NO. 2, STAMPED BROWN NO 2 1958, IS A STANDARD
 SA0704'DISK WELDED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS 6
 SA0704'4 INCHES.  IT IS 39 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND
 SA0704'1 FOOT EAST OF A FENCELINE.
 SA0704'
 SA0704'THE G.L.O. REFERENCE MARK, STAMPED REFERENCE T14N R29E S33 34,
 SA0704'IS A BRONZE GENERAL LAND OFFICE DISK SET IN THE TOP OF A 12 X 12
 SA0704'CONCRETE MONUMENT THAT IS ABOUT 2 INCHES UNDERGROUND.  IT IS 36
 SA0704'FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 4 FEET EAST OF A
 SA0704'FENCELINE.
 SA0704'
 SA0704'THE AZIMUTH MARK, STAMPED BM 937 (USGS) 1947, IS A STANDARD DISK
 SA0704'SET IN THE TOP OF A 9 X 9 CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 SA0704'AND IS 1 FOOT NORTH OF A FENCELINE THAT LEADS WEST FROM THE
 SA0704'STATION.
 SA0704'
 SA0704'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ALONG THE
 SA0704'NORTH SIDE OF A WIRE FENCE FOR 0.2 MILE TO THE MARK AS DESCRIBED.
 SA0704
 SA0704                          STATION RECOVERY (1958)
 SA0704
 SA0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SA0704'13.1 MI S FROM OTHELLO.
 SA0704'FROM THE INTERSECTION OF 1ST AVENUE AND MAIN STREET IN OTHELLO (1
 SA0704'BLOCK SOUTH OF THE POST OFFICE), GO WEST ON MAIN STREET FOR 1 BLOCK TO
 SA0704'BROADWAY STREET, TURN LEFT AND GO SOUTH ON BROADWAY STREET FOR 1.1
 SA0704'MILES TO AN UNDERPASS, CONTINUE SOUTH ON THE BLACKTOP ROAD FOR 5.1
 SA0704'MILES TO A CROSSROAD AT THE ADAMS AND FRANKLIN COUNTY LINE, CONTINUE
 SA0704'SOUTH UPHILL FOR 1.8 MILES TO A SMALL MILITARY INSTALLATION ON THE
 SA0704'RIGHT AND THE END OF THE BLACKTOP ROAD, CONTINUE SOUTH ON THE GRAVELED
 SA0704'ROAD FOR 5.1 MILES TO A T-FENCE CORNER ON THE RIGHT AND THE BENCH
 SA0704'MARK, 149 FEET NORTH OF A T-FENCE CORNER, 39 FEET WEST OF THE CENTER
 SA0704'OF A GRAVELED ROAD, 4 FEET SOUTH OF A WITNESS POST, 1 FOOT EAST OF A
 SA0704'FENCE LINE, AND WELDED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 3
 SA0704'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0457 ***********************************************************************
 SD0457  DESIGNATION -  BROWN
 SD0457  PID         -  SD0457
 SD0457  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0457  USGS QUAD   -  POINT BROWN (1994)
 SD0457
 SD0457                         *CURRENT SURVEY CONTROL
 SD0457  ___________________________________________________________________
 SD0457* NAD 83(1991)-  46 57 22.62040(N)    124 09 59.66630(W)     ADJUSTED  
 SD0457* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SD0457  ___________________________________________________________________
 SD0457  LAPLACE CORR-           9.88  (seconds)                    DEFLEC99
 SD0457  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 SD0457
 SD0457  HORZ ORDER  -  THIRD
 SD0457
 SD0457.The horizontal coordinates were established by classical geodetic methods
 SD0457.and adjusted by the National Geodetic Survey in December 1991..
 SD0457
 SD0457.The orthometric height was scaled from a topographic map.
 SD0457
 SD0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0457
 SD0457.The geoid height was determined by GEOID03.
 SD0457
 SD0457;                    North         East     Units Scale Factor Converg.
 SD0457;SPC WA S     -   186,878.675   221,026.158   MT  0.99993556   -2 39 48.2
 SD0457;SPC WA S     -   613,117.79    725,149.99   sFT  0.99993556   -2 39 48.2
 SD0457;UTM  10      - 5,200,966.503   411,238.638   MT  0.99969683   -0 51 09.5
 SD0457
 SD0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0457!SPC WA S     -   1.00000340  x   0.99993556  =   0.99993896
 SD0457!UTM  10      -   1.00000340  x   0.99969683  =   0.99970023
 SD0457
 SD0457|---------------------------------------------------------------------|
 SD0457| PID    Reference Object                     Distance      Geod. Az  |
 SD0457|                                                           dddmmss.s |
 SD0457| DD9454 BROWN RM 4                            8.398 METERS 01544     |
 SD0457| DE3737 BROWN SUB STATION 2                  99.700 METERS 01802     |
 SD0457| DD9452 BROWN RM 2                           37.700 METERS 07650     |
 SD0457| SD0462 GRAYS HARBOR BAR RANGE REAR LT      APPROX. 2.4 KM 0902226.7 |
 SD0457| DD9451 BROWN RM 1                           19.199 METERS 15308     |
 SD0457| SD0466 GRAYS HARBOR BAR RNG FRONT LT       APPROX. 2.7 KM 1662959.1 |
 SD0457| SD0458 REAR RANGE LIGHT                    APPROX. 2.0 KM 1730934.9 |
 SD0457| SD0460 FRONT RANGE LIGHT                   APPROX. 2.4 KM 1831524.9 |
 SD0457| DE3736 BROWN SUB STATION 1                  62.500 METERS 28552     |
 SD0457| DD9453 BROWN RM 3                           66.846 METERS 30935     |
 SD0457|---------------------------------------------------------------------|
 SD0457
 SD0457                          SUPERSEDED SURVEY CONTROL
 SD0457
 SD0457  NAD 83(1986)-  46 57 22.61082(N)    124 09 59.66456(W) AD(       ) 3
 SD0457  NAD 27      -  46 57 23.30500(N)    124 09 55.04900(W) AD(       ) 3
 SD0457
 SD0457.Superseded values are not recommended for survey control.
 SD0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0457.See file dsdata.txt to determine how the superseded data were derived.
 SD0457
 SD0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1123900967(NAD 83)
 SD0457_MARKER: Z = SEE DESCRIPTION
 SD0457_SETTING: 0 = UNSPECIFIED SETTING
 SD0457
 SD0457  HISTORY     - Date     Condition        Report By
 SD0457  HISTORY     - 1927     MONUMENTED       CGS
 SD0457  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0457  HISTORY     - 1956     SEE DESCRIPTION  USN
 SD0457  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SD0457  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SD0457  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SD0457  HISTORY     - 1974     SEE DESCRIPTION  RAYONI
 SD0457  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SD0457  HISTORY     - 19870518 GOOD             USCG
 SD0457  HISTORY     - 20050111 POOR             GEOCAC
 SD0457
 SD0457                          STATION DESCRIPTION
 SD0457
 SD0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (TJM)
 SD0457'ON POINT BROWN 1-1/4 MILES N OF GRAYS HARBOR NORTH JETTY.  STATION IS
 SD0457'70 METERS FROM HIGH WATER AND 50 METERS FROM STORM-WATER LINE.
 SD0457'THERE IS A GROUP OF SMALL SHACKS ABOUT 300 METERS N OF THE STATION.
 SD0457'THE LAND HERE IS MAKING OUT RAPIDLY, OVER A HALF MILE SINCE 1911.
 SD0457'
 SD0457'STATION MARK IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE
 SD0457'MONUMENT 12 BY 12 INCHES BY 3-1/2 FEET.
 SD0457'
 SD0457'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE CONCRETE
 SD0457'MONUMENTS 7 BY 7 INCHES BY 4 FEET PROJECTING ABOUT 12 INCHES.
 SD0457
 SD0457                          STATION RECOVERY (1951)
 SD0457
 SD0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 SD0457'RECOVERED.
 SD0457'
 SD0457'STATION AND R.M. NO. 1 WERE RECOVERED IN GOOD CONDITION.  R.M. NO. 2
 SD0457'WAS NOT RECOVERED.  R.M. NO. 3 WAS ESTABLISHED.
 SD0457'
 SD0457'ON THE NORTH SIDE OF THE ENTRANCE TO GRAYS HARBOR, ON POINT BROWN,
 SD0457'ABOUT 1-1/4 MILES NORTH OF THE NORTH JETTY, ABOUT 4.3 MILES SOUTH
 SD0457'ALONG BEACH FROM THE END OF THE ROAD AT OYHUT, AT THE SOUTH EDGE OF
 SD0457'A GROUP OF SMALL SHACKS, ABOUT 250 FEET EAST OF A SAND RIDGE ABOUT
 SD0457'15 FEET HIGH, AMONG SCATTERED LOW SAND DUNES, AT ABOUT THE LOWEST
 SD0457'GENERAL LEVEL IN THE AREA, 222 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 SD0457'CORNER OF THE SOUTHERLY SHACK OF THE GROUP, 330 FEET SOUTH-SOUTHWEST
 SD0457'OF THE SOUTHEASTERLY SHACK, AND 12 FEET EAST OF A WHITE WITNESS
 SD0457'POST 5 FEET HIGH.  A STANDARD DISK STAMPED BROWN XXVII SET IN TOP
 SD0457'OF A 12-INCH SQUARE CONCRETE POST PROJECTING 15 INCHES.
 SD0457'
 SD0457'R.M. NO. 1 IS 1 FOOT NORTHWEST OF A POST ABOUT 5 FEET HIGH.  THE
 SD0457'MARK IS A STANDARD DISK STAMPED BROWN RM NO 1 XXVII SET IN TOP OF A
 SD0457'6-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 SD0457'
 SD0457'AT THE DISTANCE AND DIRECTION OF R.M. NO. 2 THERE IS A SAND DUNE
 SD0457'ABOUT 8 FEET HIGH.  A HOLE WAS DUG IN THE TOP OF THE DUNE TO A DEPTH
 SD0457'OF ABOUT 3 FEET.  THE MARK WAS NOT FOUND BUT MAY STILL EXIST UNDER
 SD0457'THE DUNE.
 SD0457'
 SD0457'R.M. NO. 3 IS 2-1/2 FEET SOUTHEAST OF THE SOUTHERLY SHACK OF THE
 SD0457'GROUP.  THE MARK IS A STANDARD DISK STAMPED BROWN NO 3 1951 SET IN
 SD0457'TOP OF A 6-INCH DIAMETER CONCRETE POST PROJECTING 6 INCHES.
 SD0457
 SD0457                          STATION RECOVERY (1956)
 SD0457
 SD0457'RECOVERY NOTE BY US NAVY 1956 (CDG)
 SD0457'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 SD0457'AND AS DESCRIBED.
 SD0457'
 SD0457'TWO NEW HOUSES HAVE BEEN BUILT 500 YD. S OF THE STATION MARK AND
 SD0457'ARE THE S MOST CONSTRUCTIONS ON THE SPIT.
 SD0457
 SD0457                          STATION RECOVERY (1968)
 SD0457
 SD0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CLH)
 SD0457'RECOVERED.  NEW DESCRIPTION FOLLOWS--TO REACH THE STATION FROM THE
 SD0457'ENTRANCE TO THE OCEAN SHORES HOUSING DEVELOPMENT (A. O. DAMON ROAD
 SD0457'AND PT. BROWN AVE.), GO SOUTH ON PT. BROWN AVE. FOR 0.1 MILE TO
 SD0457'OCEAN SHORES BLVD.  TURN RIGHT (WEST) ON OCEAN SHORES BLVD. AND GO
 SD0457'FOR 0.2 MILE TO WHERE THE BOULEVARD CURVES SOUTHWARD.  CONTINUE SOUTH
 SD0457'ON OCEAN SHORES BLVD FOR AN ADDITIONAL 4.1 MILES TO TRUSTEE STREET.
 SD0457'TURN LEFT (EAST) ON TRUSTEE ST. AND GO FOR APPROXIMATELY 0.1 MILE TO
 SD0457'THE STATION ON LEFT.
 SD0457'
 SD0457'THE STATION IS LOCATED IN A COVERED CYLINDRICAL CASE ABOUT 5 FEET
 SD0457'NORTH OF THE CENTERLINE OF TRUSTEE ST. AND ABOUT 0.5 FEET BELOW
 SD0457'THE STREET SURFACE.  NO REFERENCE MARKS WERE FOUND.
 SD0457'
 SD0457'NOTE--THE CHIEF OF THE ENGINEERING SECTION FOR THE HOUSING
 SD0457'DEVELOPMENT CONTRACTOR BELIEVES THIS TO BE THE SUB-SURFACE MARK OF
 SD0457'THE ORIGINAL STATION.
 SD0457
 SD0457                          STATION RECOVERY (1969)
 SD0457
 SD0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SD0457'THE STATION MARK WAS RECOVERED AND IS IN THE OCEAN SHORES
 SD0457'DEVELOPMENT.  THE MONUMENT WAS PRESERVED BY THE DEVELOPERS, RUSKIN
 SD0457'FISHER AND ASSOCIATES, WHO PLACED A MONUMENT CASE OVER THE MARK.
 SD0457'
 SD0457'THE MARK CAN BE REACHED FROM THE INTERSECTION OF CHANCE A LA MER
 SD0457'AND OCEAN SHORES BLVD. IN THE MAIN BUSINESS SECTION OF OCEAN SHORES
 SD0457'BY GOING SOUTH ON OCEAN SHORES BLVD. FOR 3.55 MILES TO THE
 SD0457'INTERSECTION OF OCEAN SHORES BLVD. AND TRUSTEE STREET.  THE MARK IS
 SD0457'ABOUT 48 YARDS EAST OF THE CENTER OF THE NORTHBOUND LANES OF OCEAN
 SD0457'SHORES BLVD., 3 FEET NORTH OF THE CENTER OF TRUSTEE STREET, ABOUT
 SD0457'10 INCHES BELOW THE BLACKTOP IN A MONUMENT CASE.  THE MARK IS A
 SD0457'STANDARD DISK STAMPED BROWN XXVII.
 SD0457
 SD0457                          STATION RECOVERY (1973)
 SD0457
 SD0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SD0457'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY N.E.T.
 SD0457'IN 1969.  THE REFERENCE MARKS WERE NOT SEARCHED FOR.  THE STATION
 SD0457'IS A STANDARD DISK STAMPED BROWN XXVII SET IN A CONCRETE MONUMENT
 SD0457'ABOUT 10 INCHES BELOW THE SURFACE OF THE STREET.  ACCESS TO THE MARK
 SD0457'IS UNDER A CIRCULAR, METAL, INSPECTION COVER.
 SD0457'
 SD0457'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3.5 MILES SOUTH OF
 SD0457'OCEAN SHORES.
 SD0457
 SD0457                          STATION RECOVERY (1974)
 SD0457
 SD0457'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1974
 SD0457'THE STATION WAS RECOVERED AS DESCRIBED IT IS 114 FEET WEST ALONG
 SD0457'TRUSTEE STREET FROM THE T INTERSECTION WITH THE SALINA CRUZ STREET,
 SD0457'AND 144 FEET EAST ALONG TRUSTEE STREET FROM THE CENTERLINE OF THE
 SD0457'NORTH BOUND LANE OF THE OCEAN SHORES BOULEVARD.  A SURVEY MARKER
 SD0457'POST IS ON THE WEST EDGE OF A CLUMP OF WILLOWS NORTH 18 DEG EAST
 SD0457'28.8 FEET.
 SD0457'
 SD0457'REFERENCE MARK NO. 1 WAS RECOVERED AND BEARS SOUTH 27 DEG EAST.  IT
 SD0457'IS BY AN OLD POST AND IS ABOUT 12 INCHES BELOW THE SURFACE OF THE
 SD0457'SAND.
 SD0457'
 SD0457'REFERENCE MARK NO. 3 WAS NOT FOUND.  IT FALLS IN THE MEDIAN OF THE
 SD0457'OCEAN SHORES BOULEVARD AND WAS PROBABLY DESTROYED DURING
 SD0457'CONSTRUCTION OF THE STREET.
 SD0457
 SD0457                          STATION RECOVERY (1976)
 SD0457
 SD0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SD0457'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 SD0457'CONDITION.  REFERENCE MARKS 2 AND 3 WERE NOT FOUND.  REFERENCE MARK
 SD0457'NO. 4 WAS ESTABLISHED.
 SD0457'
 SD0457'THE STATION IS ABOUT 14 MILES WEST-NORTHWEST OF HOQUIAM, 3.5 MILES
 SD0457'SOUTH OF THE MAIN BUSINESS SECTION OF OCEAN SHORES AND IN SECTION
 SD0457'15, T 17 N, R 12 W.
 SD0457'
 SD0457'TO REACH THE STATION FROM THE INTERSECTION OF CHANCE A LA MER AND
 SD0457'OCEAN SHORES BLVD. IN THE MAIN BUSINESS SECTION OF OCEAN SHORES, GO
 SD0457'SOUTH ON OCEAN SHORES BLVD. FOR 3.55 MILES TO THE INTERSECTION OF
 SD0457'OCEAN SHORES BLVD. AND TRUSTEE STREET, TURN LEFT ON TRUSTEE STREET TO
 SD0457'THE STATION IN A MONUMENT CASE, 3 FEET NORTH OF THE CENTER OF
 SD0457'TRUSTEE STREET, 144 FEET EAST OF THE CENTER OF THE NORTHBOUND LANES
 SD0457'OF OCEAN SHORES BLVD. AND 114 FEET WEST OF SALINA CRUZ STREET.
 SD0457'
 SD0457'THE STATION MARK, STAMPED BROWN XXVII IS A STANDARD DISK IN
 SD0457'CONCRETE IN A MONUMENT CASE, 0.75 FOOT BELOW THE LEVEL OF THE
 SD0457'BLACKTOP STREET.
 SD0457'
 SD0457'REFERENCE MARK NO. 1, STAMPED BROWN RM NO 1 XXVII, IS A STANDARD
 SD0457'DISK SET IN CONCRETE 0.7 FOOT BELOW GROUND, 41.3 FEET SOUTH OF THE
 SD0457'CENTER OF TRUSTEE STREET, 1.5 FEET WEST-SOUTHWEST OF AN OLD, 4-FOOT
 SD0457'HIGH POST AND 0.7 FOOT HIGHER THAN THE STATION MARK.
 SD0457'
 SD0457'REFERENCE MARK NO. 4, STAMPED BROWN 1927 NO 4 1976, IS A STANDARD
 SD0457'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 SD0457'ON THE WESTERN EDGE OF A PATCH OF BRUSH ON THE NORTH SIDE OF THE
 SD0457'ROAD DITCH, 31 FEET NORTH OF THE CENTER OF THE STREET, 1.5 FEET SOUTH
 SD0457'OF A METAL WITNESS POST AND ABOUT 0.5 FOOT HIGHER THAN THE STATION
 SD0457'MARK.
 SD0457'
 SD0457'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3.5 MILES SOUTH OF
 SD0457'OCEAN SHORES BUS. DIST.
 SD0457
 SD0457                          STATION RECOVERY (1987)
 SD0457
 SD0457'RECOVERY NOTE BY US COAST GUARD 1987 (RWA)
 SD0457'RECOVERED IN GOOD CONDITION.
 SD0457
 SD0457                          STATION RECOVERY (2005)
 SD0457
 SD0457'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SD0457'FOUND THE MONUMENT CASING AS DESCRIBED.  CASING WAS FULL OF SAND.
 SD0457'REMOVED ALL THE SAND IN THE CASING TO A DEPTH OF 1.5 FEET. NO MONUMENT
 SD0457'WAS FOUND.  AT THAT POINT, THE BOTTOM OF THE HOLE WAS TAPERING
 SD0457'TOWARDS THE CENTER. THE LAST .5 FEET PROBED IS NOT SUFFICIENTLY WIDE
 SD0457'TO ACCOMODATE A STANDARD DISK AS DESCRIBED. THERE MAY BE REMNANTS OF A
 SD0457'STEM, BUT COULD NOT BE CONFIRMED.
 SD0457'PROBED TO OBSTRUCTION AT ABOUT 2 FEET DEPTH IN AN AREA ABOUT ONE INCH
 SD0457'DIAMETER.  SEARCHED FOR AND FOUND RM4 AS DESCRIBED, EXCEPT IS NOW
 SD0457'FLUSH WITH SURFACE.  DESCRIPTION PUTS RM1 IN AN AREA THAT IS COVERED
 SD0457'BY HEAVY BRUSH, SO DID NOT SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3896 ***********************************************************************
 SY3896  DESIGNATION -  BROWN
 SY3896  PID         -  SY3896
 SY3896  STATE/COUNTY-  WA/KING
 SY3896  USGS QUAD   -  
 SY3896
 SY3896                         *CURRENT SURVEY CONTROL
 SY3896  ___________________________________________________________________
 SY3896* NAD 83(1991)-  47 38 13.07501(N)    122 16 34.57883(W)     ADJUSTED  
 SY3896* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY3896  ___________________________________________________________________
 SY3896  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 SY3896  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY3896
 SY3896  HORZ ORDER  -  SECOND
 SY3896
 SY3896.The horizontal coordinates were established by classical geodetic methods
 SY3896.and adjusted by the National Geodetic Survey in December 1991..
 SY3896
 SY3896.The orthometric height was scaled from a topographic map.
 SY3896
 SY3896.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3896
 SY3896.The geoid height was determined by GEOID03.
 SY3896
 SY3896;                    North         East     Units Scale Factor Converg.
 SY3896;SPC WA N     -    71,835.535   391,575.738   MT  0.99997727   -1 04 27.5
 SY3896;SPC WA N     -   235,680.42  1,284,694.73   sFT  0.99997727   -1 04 27.5
 SY3896;UTM  10      - 5,276,205.410   554,364.399   MT  0.99963632   +0 32 05.2
 SY3896
 SY3896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3896!SPC WA N     -   1.00000230  x   0.99997727  =   0.99997957
 SY3896!UTM  10      -   1.00000230  x   0.99963632  =   0.99963862
 SY3896
 SY3896:                Primary Azimuth Mark                     Grid Az
 SY3896:SPC WA N     -  KIRKLAND FIRST BAPTIST CHURCH SPIRE      047 23 49.4
 SY3896:UTM  10      -  KIRKLAND FIRST BAPTIST CHURCH SPIRE      045 47 16.7
 SY3896
 SY3896|---------------------------------------------------------------------|
 SY3896| PID    Reference Object                     Distance      Geod. Az  |
 SY3896|                                                           dddmmss.s |
 SY3896| SY3800 KIRKLAND FIRST BAPTIST CHURCH SPIRE APPROX. 7.0 KM 0461921.9 |
 SY3896| SY3794 KIRKLAND WATER TANK                 APPROX. 8.9 KM 0470826.1 |
 SY3896| SY3728 KIRKLAND RADIO STA KRKL TOWER       APPROX. 7.1 KM 0513924.1 |
 SY3896| SY3718 KIRKLAND ACME MILLWORK INC TANK     APPROX. 7.0 KM 0585951.8 |
 SY3896| SY3752 MEDINA TANK                         APPROX. 4.8 KM 0973236.9 |
 SY3896| SY3595 HEART 1962                          APPROX. 5.0 KM 1072844.9 |
 SY3896| SY3578 COUGAR MTN KETO MAST                APPROX.16.3 KM 1291247.9 |
 SY3896| SY3572 SQUAK MTN KING COUNTY RAD MAST      APPROX.22.7 KM 1303153.4 |
 SY3896| SY0353 3 A 7                                17.604 METERS 17827     |
 SY3896| CF7221 BROWN RM 1                           13.150 METERS 33825     |
 SY3896|---------------------------------------------------------------------|
 SY3896
 SY3896                          SUPERSEDED SURVEY CONTROL
 SY3896
 SY3896  NAD 83(1986)-  47 38 13.06812(N)    122 16 34.58401(W) AD(       ) 2
 SY3896  NAD 27      -  47 38 13.71500(N)    122 16 30.13500(W) AD(       ) 2
 SY3896
 SY3896.Superseded values are not recommended for survey control.
 SY3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3896.See file dsdata.txt to determine how the superseded data were derived.
 SY3896
 SY3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5436476205(NAD 83)
 SY3896_MARKER: DS = TRIANGULATION STATION DISK
 SY3896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3896
 SY3896  HISTORY     - Date     Condition        Report By
 SY3896  HISTORY     - 1953     MONUMENTED       CGS
 SY3896  HISTORY     - 1968     GOOD             CGS
 SY3896  HISTORY     - 1970     GOOD             NGS
 SY3896  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 SY3896
 SY3896                          STATION DESCRIPTION
 SY3896
 SY3896'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3896'STATION IS ON THE WEST SIDE OF LAKE WASHINGTON IN SEATTLE AT THE
 SY3896'EAST END OF E. MADISON STREET, 19.5 FEET FROM A CONCRETE BULKHEAD
 SY3896'AT THE EDGE OF THE WATER THAT SERVES AS AN ABUTMENT FOR A WOODEN
 SY3896'DOCK THAT IS MAINTAINED BY THE SEATTLE PARK DEPARTMENT.  THE
 SY3896'STATION IS EXACTLY ON LINE WITH THE CENTERLINE OF E. MADISON
 SY3896'STREET, 8.5 FEET NORTH OF THE EDGE OF THE PAVEMENT OF THE SHORT
 SY3896'EXTENSION OF E. MADISON STREET FROM 443RD. AVE N.  (NOT ON LINE
 SY3896'WITH E. MAD. ST. PROPER), 3.0 FEET EAST OF THE STEEL GUARD
 SY3896'RAIL AT THE STREET END.  THE MARK IS A STANDARD DISC, STAMPED
 SY3896'BROWN, 1953, SET FLUSH WITH THE GROUND IN A CONCRETE MONUMENT
 SY3896'1 FOOT SQUARE AND 3 FEET LONG.  THE SUB-SURFACE MARK, A PINT
 SY3896'BEER BOTTLE, IS BURRIED 4 FEET BLOW THE GROUND SURFACE.
 SY3896'
 SY3896'BENCH MARK 3 A 7, A PREVIOUSLY ESTABLISHED MARK, HAS BEEN
 SY3896'REFERENCED TO THE STATION.  IT IS A STANDARD BENCH MARK SET IN
 SY3896'THE TOP OF A CONCRETE MONUMENT ABOUT 5 FEET SOUTH OF THE SHORT
 SY3896'EXTENSION OF E. MAD. ST., ABOUT 2 FEET FROM A 2 FOOT HIGH HEDGE
 SY3896'RUNNING PARALLEL TO THE STREET, AND 25 FEET WEST OF THE WATER.
 SY3896'
 SY3896'REFERENCE MARK NO 1 IS A STANDARD DISC STAMPED NO 1 BROWN 1953
 SY3896'SET INTO A DRILL-HOLE IN A 1 FOOT SQUARE CONCRETE POST PROTRUDING
 SY3896'ABOUT 8 INCHES ABOVE THE GROUND.  THE POST IS PART OF THE REMAINS
 SY3896'OF THE FOUNDATION FOR THE KIRKLAND FERRY DOCK (NOW REMOVED) AND IS
 SY3896'0.5 FEET SE FROM THE SE CORNER OF A CONCRETE-BRICK STRUCTURE NOW
 SY3896'OCCUPIED BY THE WATERFRONT MARINE CONST. CO.
 SY3896'
 SY3896'HEIGHT OF LIGHT ABOVE STATION MARK 4.57 METERS.
 SY3896
 SY3896                          STATION RECOVERY (1968)
 SY3896
 SY3896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY3896'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED.  THERE
 SY3896'HAVE BEEN FILLING OPERATIONS IN THE VICINITY OF BM 3 A 7, AND IT
 SY3896'IS BELIEVED THE MARK WAS DISTURBED, SINCE A DIFFERENCE OF 0.066
 SY3896'METERS IN DISTANCE AND A DIFFERENCE OF 1 MINUTE 36 SECONDS IN
 SY3896'DIRECTION WAS OBTAINED ON THIS MARK.
 SY3896'
 SY3896'THE STATION IS IN SEATTLE, ON THE WESTERN SIDE OF LAKE WASHINGTON,
 SY3896'AT THE EAST END OF EAST MADISON STREET AND NEAR A WOODEN DOCK.
 SY3896'
 SY3896'THE STATION MARK, STAMPED BROWN 1953, IS A STANDARD DISK SET IN
 SY3896'CONCRETE 4 INCHES BELOW GROUND.  IT IS 41.5 FEET SOUTHEAST OF THE
 SY3896'CENTER OF THE FRONT DOORS TO THE MADISON PARK MARINA STORE, 19.5
 SY3896'FEET WEST OF THE NORTHEAST CORNER OF A CONCRETE BULKHEAD, AT THE
 SY3896'EAST END OF EAST MADISON STREET, 8.5 FEET NORTH OF THE NORTH EDGE
 SY3896'OF THE CONCRETE PAVING OF EAST MADISON STREET AND 3 FEET EAST OF
 SY3896'A METAL GUARDRAIL.
 SY3896'
 SY3896'REFERENCE MARK NO. 1, STAMPED NO 1 BROWN 1953, IS A STANDARD
 SY3896'DISK SET IN A 1-FOOT SQUARE CONCRETE BLOCK WHICH PROJECTS 6
 SY3896'INCHES.  IT IS AT THE SOUTHEAST CORNER OF THE MADISON PARK MARINA
 SY3896'BUILDING.
 SY3896'
 SY3896'BENCH MARK 3 A 7 IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 SY3896'SURVEY STATION DISK, SET IN A 6-INCH SQUARE CONCRETE POST 4
 SY3896'INCHES BELOW GROUND.  IT IS 30.7 FEET SOUTHWEST OF THE NORTHEAST
 SY3896'END OF THE SOUTHEAST CURB ALONG EAST MADISON STREET, (CURB ENDS AT
 SY3896'CONCRETE BULKHEAD), 6 FEET SOUTH OF THE CURB AND 21 FEET
 SY3896'SOUTHWEST OF THE SOUTHEAST END OF THE METAL GUARDRAIL AT THE END
 SY3896'OF MADISON STREET.
 SY3896
 SY3896                          STATION RECOVERY (1970)
 SY3896
 SY3896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RBM)
 SY3896'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 SY3896'CONDITION.  BENCH MARK 3A7 WAS RECOVERED, BUT IT HAS APPARENTLY
 SY3896'BEEN DISTURBED.
 SY3896'
 SY3896'LOCATED IN THE CITY OF SEATTLE, AT THE NORTHEAST END OF MADISON
 SY3896'STREET, ALONG THE WEST SHORE OF LAKE WASHINGTON, AT THE NORTHEAST
 SY3896'END OF MADISON STREET.
 SY3896'
 SY3896'THE STATION IS A STANDARD DISK STAMPED BROWN 1953 SET IN THE
 SY3896'TOP OF A CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF THE
 SY3896'GROUND, 41.5 FEET SOUTHEAST OF THE CENTER OF THE CENTER OF THE
 SY3896'FRONT DOORS TO THE MADISON PARK MARINA (BUILDING), 19.5 FEET
 SY3896'WEST OF THE NORTHEAST CORNER OF THE CONCRETE BULKHEAD, 8.5 FEET
 SY3896'NORTHEAST OF THE CONCRETE PAVING OF MADISON STREET AND 2.6 FEET
 SY3896'NORTHEAST OF THE METAL BARRICADE AT THE END OF THE STREET.
 SY3896'
 SY3896'REFERENCE MARK 1 IS A STANDARD DISK BROWN NO1 1953 SET IN THE TOP
 SY3896'OF A 1-FOOT SQUARE CONCRETE POST, PROJECTING 6 INCHES AND AT THE
 SY3896'SOUTHEAST CORNER OF THE MADISON PARK MARINA (BUILDING).
 SY3896'
 SY3896'BENCH MARK 3A7 IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 SY3896'SURVEY DISK STAMPED 3A7 SET IN THE TOP OF A CONCRETE MONUMENT 4
 SY3896'INCHES BELOW THE SURFACE OF THE GROUND, 30.7 FEET SOUTHEAST OF
 SY3896'THE EAST END OF THE SOUTH CURB ALONG EAST MADISON STREET AND 6
 SY3896'FEET SOUTHEAST OF THE SOUTH CURB OF THE STREET.  THE MARK APPEARS
 SY3896'TO HAVE BEEN DISTURBED.
 SY3896'
 SY3896'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 SY3896'
 SY3896'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3896'AT SEATTLE.
 SY3896
 SY3896                          STATION RECOVERY (2002)
 SY3896
 SY3896'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5117 ***********************************************************************
 SY5117  DESIGNATION -  BROWN
 SY5117  PID         -  SY5117
 SY5117  STATE/COUNTY-  WA/KITSAP
 SY5117  USGS QUAD   -  SUQUAMISH (1981)
 SY5117
 SY5117                         *CURRENT SURVEY CONTROL
 SY5117  ___________________________________________________________________
 SY5117* NAD 83(1991)-  47 39 14.36930(N)    122 36 51.98035(W)     ADJUSTED  
 SY5117* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5117  ___________________________________________________________________
 SY5117  LAPLACE CORR-         -13.61  (seconds)                    DEFLEC99
 SY5117  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 SY5117
 SY5117  HORZ ORDER  -  SECOND
 SY5117
 SY5117.The horizontal coordinates were established by classical geodetic methods
 SY5117.and adjusted by the National Geodetic Survey in December 1991..
 SY5117
 SY5117.The orthometric height was scaled from a topographic map.
 SY5117
 SY5117.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5117
 SY5117.The geoid height was determined by GEOID03.
 SY5117
 SY5117;                    North         East     Units Scale Factor Converg.
 SY5117;SPC WA N     -    74,260.279   366,213.341   MT  0.99997484   -1 19 33.8
 SY5117;SPC WA N     -   243,635.60  1,201,484.94   sFT  0.99997484   -1 19 33.8
 SY5117;UTM  10      - 5,277,915.978   528,952.888   MT  0.99961030   +0 17 05.9
 SY5117
 SY5117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5117!SPC WA N     -   1.00000296  x   0.99997484  =   0.99997780
 SY5117!UTM  10      -   1.00000296  x   0.99961030  =   0.99961326
 SY5117
 SY5117:                Primary Azimuth Mark                     Grid Az
 SY5117:SPC WA N     -  KREG 2                                   060 47 02.1
 SY5117:UTM  10      -  KREG 2                                   059 10 22.4
 SY5117
 SY5117|---------------------------------------------------------------------|
 SY5117| PID    Reference Object                     Distance      Geod. Az  |
 SY5117|                                                           dddmmss.s |
 SY5117| SY5122 KREG 2                              APPROX. 1.9 KM 0592728.3 |
 SY5117| CF7216 BROWN RM                             12.740 METERS 18248     |
 SY5117|---------------------------------------------------------------------|
 SY5117
 SY5117                          SUPERSEDED SURVEY CONTROL
 SY5117
 SY5117  NAD 83(1986)-  47 39 14.36461(N)    122 36 51.98623(W) AD(       ) 2
 SY5117  NAD 27      -  47 39 15.02200(N)    122 36 47.48800(W) AD(       ) 2
 SY5117
 SY5117.Superseded values are not recommended for survey control.
 SY5117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5117.See file dsdata.txt to determine how the superseded data were derived.
 SY5117
 SY5117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2895377916(NAD 83)
 SY5117_MARKER: Z = SEE DESCRIPTION
 SY5117_SETTING: 0 = UNSPECIFIED SETTING
 SY5117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5117+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 SY5117
 SY5117  HISTORY     - Date     Condition        Report By
 SY5117  HISTORY     - 1934     MONUMENTED       CGS
 SY5117  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY5117  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SY5117  HISTORY     - 20010623 GOOD             USPSQD
 SY5117  HISTORY     - 20020615 GOOD             USPSQD
 SY5117  HISTORY     - 20050917 GOOD             USPSQD
 SY5117
 SY5117                          STATION DESCRIPTION
 SY5117
 SY5117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5117'LOCATED ON THE W SIDE OF PORT ORCHARD ON THE ROUNDING POINT N OF
 SY5117'BURKE BAY AND ABOUT 300 METERS N OF THE BROWNSVILLE DOCK.  IT IS
 SY5117'ABOUT 20 FEET OUT FROM THE FOOT OF THE BLUFF AND THE HIGH-WATER
 SY5117'LINE.
 SY5117'
 SY5117'STATION MARK IS A STANDARD DISK SET IN A ROUND GRANITE BOULDER
 SY5117'ABOUT 15 INCHES HIGH AND 24 INCHES IN DIAMETER.
 SY5117'
 SY5117'REFERENCE MARK IS A STANDARD DISK TO THE S IN A LARGE FLAT BOULDER.
 SY5117
 SY5117                          STATION RECOVERY (1972)
 SY5117
 SY5117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RAM)
 SY5117'BRASS CAP MISSING SHAFT VISIBLE AT ROCK SURFACE
 SY5117'R M 1 BRASS CAP VISIBLE
 SY5117'
 SY5117'THE SHAFT OF BROWN AND THE BRASS CAP OF RM 1 WERE VISIBLE ON UPPER
 SY5117'SURFACE OF BOULDERS.  RECORD MEASUREMENT BETWEEN BROWN AND RM 1 IS
 SY5117'41.79 FT.  FIELD MEASUREMENT FROM CAP TO SHAFT WAS 41.40 FT,
 SY5117'INDICATING A SHIFT OF ONE OR BOTH MONUMENTS.
 SY5117
 SY5117                          STATION RECOVERY (1975)
 SY5117
 SY5117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 SY5117'A PRIVATE SURVEYING FIRM REPORTS THE CAP MISSING FROM THE STATION
 SY5117'MARK, BUT THE SHAFT REMAINS IN THE DRILL HOLE IN THE BOULDER.  THE
 SY5117'REFERENCE MARK WAS RECOVERED AND THE DISTANCE MEASURED 41.40 FEET
 SY5117'INSTEAD OF 41.79 FEET, INDICATING MOVEMENT OF ONE OR BOTH MARKS.
 SY5117'
 SY5117'STATION MAY BE REACHED FROM THE TRAFFIC LIGHT 1 BLOCK NORTH OF
 SY5117'THE POST OFFICE IN SILVERDALE BY GOING EAST ON BUCKLIN HILL ROAD
 SY5117'FOR 2.9 MILES TO A T-INTERSECTION.  TURN LEFT AND FOLLOW THE MAIN
 SY5117'ROAD (S.H. 303) 0.7 MILE TO THE BROWNSVILLE FIRE STATION AND
 SY5117'STORE, TURN RIGHT AND GO EASTERLY ALONG THE NORTH SIDE OF BURKE
 SY5117'BAY 0.1 MILE TO A CURVE TO THE LEFT AND THE BROWNSVILLE DOCK
 SY5117'STRAIGHT AHEAD.  FROM HERE, STATION IS BEST REACHED BY
 SY5117'WALKING NORTH ALONG THE BEACH FOR ABOUT 300 YARDS.  STATION WAS
 SY5117'NOT VISITED SINCE TIDE WAS NOT LOW ENOUGH FOR THE WATER TO LEAVE
 SY5117'THE BANK ALONG THE HIGH WATER LINE.
 SY5117'
 SY5117'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY5117'3.5 MILES EAST OF SILVERDALE.
 SY5117
 SY5117                          STATION RECOVERY (2001)
 SY5117
 SY5117'RECOVERY NOTE BY US POWER SQUADRON 2001 (LM)
 SY5117'FOUND 12 FEET FROM SE COURNER OF NEW PAVILION AT BROWNSVILLE MARINA.
 SY5117'PAVILION IS NEAR NORTHERN WALKWAY ENTRANCE TO BREAKWATER AND GUEST
 SY5117'MOORAGE.  CAP ON BOULDER IS MARKED TIDAL BM5.  LOCATION BY GPS IS
 SY5117'N47.39.154 W122.36.921
 SY5117
 SY5117                          STATION RECOVERY (2002)
 SY5117
 SY5117'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCW)
 SY5117'MARKER RECOVERED LAST YEAR.  RM NOT FOUND.  BELIEVE IT WAS MOVED WHEN
 SY5117'PAVILION WAS BUILD ADJACENT TO MARKER.
 SY5117
 SY5117                          STATION RECOVERY (2005)
 SY5117
 SY5117'RECOVERY NOTE BY US POWER SQUADRON 2005 (RSK)
 SY5117'MARKER RECOVERED AS DESCRIBED. RM MISSING AND BELIEVED DESTROYED
 SY5117'DURING CONSTRUCTION OF THE PAVILLION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5324 ***********************************************************************
 SY5324  DESIGNATION -  BROWN
 SY5324  PID         -  SY5324
 SY5324  STATE/COUNTY-  WA/KITSAP
 SY5324  USGS QUAD   -  BREMERTON WEST (1981)
 SY5324
 SY5324                         *CURRENT SURVEY CONTROL
 SY5324  ___________________________________________________________________
 SY5324* NAD 83(1991)-  47 35 33.92935(N)    122 40 43.78833(W)     ADJUSTED  
 SY5324* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5324  ___________________________________________________________________
 SY5324  LAPLACE CORR-         -14.57  (seconds)                    DEFLEC99
 SY5324  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 SY5324
 SY5324  HORZ ORDER  -  SECOND
 SY5324
 SY5324.The horizontal coordinates were established by classical geodetic methods
 SY5324.and adjusted by the National Geodetic Survey in December 1991..
 SY5324
 SY5324.The orthometric height was scaled from a topographic map.
 SY5324
 SY5324.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5324
 SY5324.The geoid height was determined by GEOID03.
 SY5324
 SY5324;                    North         East     Units Scale Factor Converg.
 SY5324;SPC WA N     -    67,568.238   361,214.308   MT  0.99998399   -1 22 26.4
 SY5324;SPC WA N     -   221,680.13  1,185,083.94   sFT  0.99998399   -1 22 26.4
 SY5324;UTM  10      - 5,271,088.566   524,145.760   MT  0.99960716   +0 14 13.7
 SY5324
 SY5324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5324!SPC WA N     -   1.00000321  x   0.99998399  =   0.99998720
 SY5324!UTM  10      -   1.00000321  x   0.99960716  =   0.99961037
 SY5324
 SY5324|---------------------------------------------------------------------|
 SY5324| PID    Reference Object                     Distance      Geod. Az  |
 SY5324|                                                           dddmmss.s |
 SY5324| SY5321 BENEDICT                            199.778 METERS 01903     |
 SY5324| CF7220 BROWN RM 2                           28.153 METERS 13438     |
 SY5324| SY5319 EBERT                               APPROX. 0.8 KM 1741332.0 |
 SY5324| CF7219 BROWN RM 1                           14.274 METERS 22137     |
 SY5324| SY5355 BUILDING 7 WESTSIDE FLAGPOLE        APPROX. 1.1 KM 2291401.4 |
 SY5324| SY5357 NAVAL AMMO DEP ADMIN BLDG FLAG      APPROX. 1.3 KM 2302707.4 |
 SY5324| SY5359 NAVAL AMMO DEPOT AIR BCN LIGHT      APPROX. 1.2 KM 2402621.1 |
 SY5324| SY5347 BOULDER NEAR STA JOHNSON            APPROX. 0.8 KM 3052317.6 |
 SY5324|---------------------------------------------------------------------|
 SY5324
 SY5324                          SUPERSEDED SURVEY CONTROL
 SY5324
 SY5324  NAD 83(1986)-  47 35 33.92446(N)    122 40 43.79519(W) AD(       ) 2
 SY5324  NAD 27      -  47 35 34.59000(N)    122 40 39.29500(W) AD(       ) 2
 SY5324
 SY5324.Superseded values are not recommended for survey control.
 SY5324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5324.See file dsdata.txt to determine how the superseded data were derived.
 SY5324
 SY5324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2414671089(NAD 83)
 SY5324_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5324
 SY5324  HISTORY     - Date     Condition        Report By
 SY5324  HISTORY     - 1935     MONUMENTED       CGS
 SY5324  HISTORY     - 1945     SEE DESCRIPTION  LOCENG
 SY5324  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY5324
 SY5324                          STATION DESCRIPTION
 SY5324
 SY5324'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5324'LOCATED IN PUGET SOUND NW OF BREMERTON, IN OSTRICH BAY, DYES
 SY5324'INLET, AT THE MOST WESTERLY POINT AT THE NORTHERN END OF THE LARGER
 SY5324'AND MORE EASTERLY OF TWO LONG NARROW PENINSULAS IN OSTRICH
 SY5324'BAY.  OPPOSITE ELWOOD, ON THE GRAVEL AND SHELL BEACH AT THE TOE
 SY5324'OF THE SLOPE WHERE THE POINT OF THE HIGH GROUND REACHES THE BEACH
 SY5324'AND AT THE N END OF A TRIANGULAR MARSHY AREA LYING BETWEEN HIGH
 SY5324'GROUND AND THE BEACH.
 SY5324'
 SY5324'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SY5324'DESCRIBED IN NOTE 1A.
 SY5324'
 SY5324'REFERENCE MARK NO.1, IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SY5324'DESCRIBED IN NOTE 11A, AT THE SW CORNER OF THE TRIANGULAR MARSHY
 SY5324'AREA AND IS 2.9 METERS E OF A CONCRETE SURVEY MONUMENT MARKING THE
 SY5324'S LINE OF LOT 2.
 SY5324'
 SY5324'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 SY5324'DESCRIBED IN NOTE 11A, AT THE SE CORNER OF THE MARSHY AREA, 3
 SY5324'METERS FROM THE TOE OF THE SLOPE OF HIGH GROUND.
 SY5324
 SY5324                          STATION RECOVERY (1945)
 SY5324
 SY5324'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 SY5324'DESCRIPTION ADEQUATE.  THE ARMY HAS ESTABLISHED AN ANTI-AIRCRAFT
 SY5324'BATTERY ON BROWN POINT AND THE STATION IS NOW COVERED WITH THREE OR
 SY5324'FOUR FEET OF SAND AND GRAVEL.  THE REFERENCE MONUMENTS WERE
 SY5324'VISIBLE.
 SY5324
 SY5324                          STATION RECOVERY (1969)
 SY5324
 SY5324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LLB)
 SY5324'NOT FOUND DUE TO CONSTRUCTION OF HOUSE AND LAND FILL IN THIS LOT IN
 SY5324'AND NEAR THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5566 ***********************************************************************
 SY5566  DESIGNATION -  BROWN
 SY5566  PID         -  SY5566
 SY5566  STATE/COUNTY-  WA/JEFFERSON
 SY5566  USGS QUAD   -  QUILCENE (1953)
 SY5566
 SY5566                         *CURRENT SURVEY CONTROL
 SY5566  ___________________________________________________________________
 SY5566* NAD 83(1991)-  47 45 03.36553(N)    122 45 21.95240(W)     ADJUSTED  
 SY5566* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY5566  ___________________________________________________________________
 SY5566  LAPLACE CORR-         -16.84  (seconds)                    DEFLEC99
 SY5566  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 SY5566
 SY5566  HORZ ORDER  -  SECOND
 SY5566
 SY5566.The horizontal coordinates were established by classical geodetic methods
 SY5566.and adjusted by the National Geodetic Survey in December 1991..
 SY5566
 SY5566.The orthometric height was scaled from a topographic map.
 SY5566
 SY5566.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5566
 SY5566.The geoid height was determined by GEOID03.
 SY5566
 SY5566;                    North         East     Units Scale Factor Converg.
 SY5566;SPC WA N     -    85,291.243   355,844.120   MT  0.99996265   -1 25 53.5
 SY5566;SPC WA N     -   279,826.35  1,167,465.25   sFT  0.99996265   -1 25 53.5
 SY5566;UTM  10      - 5,288,647.076   518,281.395   MT  0.99960411   +0 10 50.0
 SY5566
 SY5566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5566!SPC WA N     -   1.00000298  x   0.99996265  =   0.99996563
 SY5566!UTM  10      -   1.00000298  x   0.99960411  =   0.99960709
 SY5566
 SY5566:                Primary Azimuth Mark                     Grid Az
 SY5566:SPC WA N     -  GREEN 3                                  015 51 21.6
 SY5566:UTM  10      -  GREEN 3                                  014 14 38.1
 SY5566
 SY5566|---------------------------------------------------------------------|
 SY5566| PID    Reference Object                     Distance      Geod. Az  |
 SY5566|                                                           dddmmss.s |
 SY5566| SY5046 GREEN 3                             APPROX. 2.9 KM 0142528.1 |
 SY5566| SY5415 KEYPORT DOCK FIRING TOWER           APPROX. 2.1 KM 1452937.0 |
 SY5566| SY5565 HOOD CANAL LIGHT 10                   5.843 METERS 23909     |
 SY5566| SY5563 FLAG POLE NEAR STA BROWN              3.196 METERS 24908     |
 SY5566| CF7218 BROWN RM 2                           21.508 METERS 27601     |
 SY5566| CF7217 BROWN RM 1                           21.699 METERS 33111     |
 SY5566|---------------------------------------------------------------------|
 SY5566
 SY5566                          SUPERSEDED SURVEY CONTROL
 SY5566
 SY5566  NAD 83(1986)-  47 45 03.36228(N)    122 45 21.95852(W) AD(       ) 2
 SY5566  NAD 27      -  47 45 04.02700(N)    122 45 17.38400(W) AD(       ) 2
 SY5566
 SY5566.Superseded values are not recommended for survey control.
 SY5566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5566.See file dsdata.txt to determine how the superseded data were derived.
 SY5566
 SY5566_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1828188647(NAD 83)
 SY5566_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5566
 SY5566  HISTORY     - Date     Condition        Report By
 SY5566  HISTORY     - 1934     MONUMENTED       CGS
 SY5566  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY5566  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY5566  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5566  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY5566  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SY5566
 SY5566                          STATION DESCRIPTION
 SY5566
 SY5566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5566'THE STATION IS ON THE W SIDE OF HOOD CANAL ON BROWNS POINT, ON THE
 SY5566'POINT IS A WHITE HOUSE WITH A RED ROOF AND A SHED, 1/4 MILE N OF
 SY5566'THIS POINT IS A HIGH YELLOW BLUFF.  THE STATION IS ABOUT 3 METERS
 SY5566'NE OF A FLAGPOLE AND ABOUT 10 METERS INSHORE FROM MEAN HIGH WATER.
 SY5566'
 SY5566'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5566'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY5566'
 SY5566'REFERENCE MARK NO.1 IS N OF THE STATION ON A SMALL KNOLL AND IS
 SY5566'OPPOSITE THE SOUTHERN WINDOW OF THE SHED.
 SY5566'
 SY5566'REFERENCE MARK NO.2 IS W OF THE STATION AND IS ABOUT 2 METERS FROM
 SY5566'THE SE CORNER OF THE HOUSE IN LINE WITH THE FRONT OF THE HOUSE.
 SY5566
 SY5566                          STATION RECOVERY (1945)
 SY5566
 SY5566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (CDM)
 SY5566'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  A
 SY5566'COMPLETE DESCRIPTION FOLLOWS--
 SY5566'
 SY5566'THE STATION IS ON THE WEST SIDE OF HOOD CANAL ON BROWNS POINT.  IT
 SY5566'IS ABOUT 6 METERS INSHORE OF THE MEAN HIGH WATER LINE AND 4.95
 SY5566'METERS NORTHEAST OF THE NORTHEAST CORNER OF THE WOODEN LIGHT
 SY5566'STRUCTURE OF HOOD CANAL LIGHT 4.  THE STATION IS 6.00 M. (HOR.),
 SY5566'6.745 M(SLOPE) FROM THE FINIAL ATOP THE LIGHT.  THE MAGNETIC
 SY5566'BEARING OF THE LIGHT IS 217 DEG.  THERE IS A RESIDENCE 22 METERS
 SY5566'WEST OF THE STATION.
 SY5566'
 SY5566'REFERENCE MARK NO. 1 IS NORTH OF THE STATION (HOR. DIST. 21.72M.).
 SY5566'IT IS 13.65 METERS FROM THE NORTH EAST CORNER OF THE PORCH OF THE
 SY5566'RESIDENCE AND 11.85 METERS FROM THE SOUTHEAST CORNER OF A HOUSE WHICH
 SY5566'IS 18 M. NORTH OF THE RESIDENCE.
 SY5566'
 SY5566'REFERENCE MARK NO. 2 IS WEST OF THE STATION (HOR. DIST. 21.56 M.).
 SY5566'IT IS 2.15 METERS SOUTH OF THE SOUTHEAST CORNER OF THE PORCH OF
 SY5566'THE RESIDENCE AND IN LINE WITH THE FRONT OF THE PORCH.  THIS PORCH
 SY5566'IS ENCLOSED AND BUILT ON TO THE FRONT OF THE HOUSE.
 SY5566'
 SY5566'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5566'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY5566
 SY5566                          STATION RECOVERY (1952)
 SY5566
 SY5566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY5566'STATION WAS NOT FOUND BUY HEAVY DEPOSIT OF GRAVEL AND LOGS WERE
 SY5566'FOUND ON IT.
 SY5566'
 SY5566'BOTH REFERENCE MARKS WERE FOUND.
 SY5566
 SY5566                          STATION RECOVERY (1963)
 SY5566
 SY5566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5566'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SY5566'CONDITION.  LOCATED ON THE WEST SHORE OF HOOD CANAL ON THE EAST
 SY5566'SIDE OF TOANDOS PENINSULA AND ON BROWN POINT.
 SY5566'
 SY5566'THE STATION IS A STANDARD DISK STAMPED BROWN 1934 SET IN THE TOP OF
 SY5566'A 6 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 SY5566'19.2 FEET NORTHEAST OF HOOD CANAL LIGHT 10, 11.9 FEET WEST OF THE
 SY5566'SOUTH END OF A GOVERNMENT PROPERTY SIGN AND AT THE STORM HIGH
 SY5566'WATERLINE.
 SY5566'
 SY5566'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 1 1934 SET IN THE TOP OF
 SY5566'A 6 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 SY5566'GROUND.  IT IS 68.5 FEET EAST OF A 3 FOOT MAPLE TREE.
 SY5566'
 SY5566'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 2 1934 SET IN THE TOP OF
 SY5566'A 6 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 SY5566'8.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE IN RUINS.
 SY5566
 SY5566                          STATION RECOVERY (1964)
 SY5566
 SY5566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY5566'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SY5566'CONDITION.
 SY5566'
 SY5566'THE STATION IS A STANDARD DISK STAMPED BROWN 1934 SET IN THE TOP OF
 SY5566'A 6-INCH SQUARE CONCRETE POST PROJECTING 12 INCHES ABOVE THE
 SY5566'SURFACE OF THE BEACH.  IT IS LOCATED ON THE NORTHWEST SIDE OF HOOD
 SY5566'CANAL ON BROWN POINT, 16.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 SY5566'HOOD CANAL LIGHT 10, 11.9 FEET WEST OF THE SOUTH LEG OF A GOVERNMENT
 SY5566'PROPERTY SIGN AND 3 FEET EAST OF THE HIGH WATER LINE.
 SY5566'
 SY5566'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 1 1934 SET IN THE TOP OF
 SY5566'A 6-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 SY5566'IT IS 71.6 FEET NORTH-NORTHWEST OF THE LIGHT STRUCTURE, 70.6 FEET
 SY5566'NORTHWEST OF THE NORTH LEG OF THE PROPERTY SIGN AND 60.9 FEET
 SY5566'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE FIREPLACE OF A
 SY5566'DILAPIDATED HOUSE ON THE POINT.
 SY5566'
 SY5566'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 2 1934 SET IN THE TOP OF
 SY5566'A 6-INCH SQUARE CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS
 SY5566'54.3 FEET WEST OF THE NORTHWEST CORNER OF THE LIGHT STRUCTURE AND
 SY5566'21.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 SY5566'FIREPLACE.
 SY5566'
 SY5566'NOTE--THIS STATION WAS VISITED ONE WEEK AFTER THE ABOVE
 SY5566'DESCRIPTION WAS WRITTEN.  DURING THIS PERIOD THE NAVY AT BANGOR
 SY5566'HAS REINFORCED THE STATION BY PLACING SEVERAL ROCKS AROUND THE
 SY5566'CONCRETE POST AND POURING CONCRETE AROUND THE POST.  THE STATION IS
 SY5566'NOW IN THE CENTER OF A 2X3 FOOT MASS OF CONCRETE LEVEL WITH THE
 SY5566'DISK.
 SY5566
 SY5566                          STATION RECOVERY (1975)
 SY5566
 SY5566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 SY5566'THE STATION IS LOST.  THE DISTANCE FROM REFERENCE MARK 1 (WHICH WAS
 SY5566'RECOVERED) INDICATES THE STATION SITE HAS ERODED AWAY.  REFERENCE
 SY5566'MARK 2 WAS SEARCHED FOR BUT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2235 ***********************************************************************
 TR2235  DESIGNATION -  BROWN
 TR2235  PID         -  TR2235
 TR2235  STATE/COUNTY-  WA/SAN JUAN
 TR2235  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2235
 TR2235                         *CURRENT SURVEY CONTROL
 TR2235  ___________________________________________________________________
 TR2235* NAD 83(1991)-  48 32 19.91593(N)    123 00 05.24161(W)     ADJUSTED  
 TR2235* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2235  ___________________________________________________________________
 TR2235  LAPLACE CORR-          -9.34  (seconds)                    DEFLEC99
 TR2235  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TR2235
 TR2235  HORZ ORDER  -  SECOND
 TR2235
 TR2235.The horizontal coordinates were established by classical geodetic methods
 TR2235.and adjusted by the National Geodetic Survey in December 1991..
 TR2235
 TR2235.The orthometric height was scaled from a topographic map.
 TR2235
 TR2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2235
 TR2235.The geoid height was determined by GEOID03.
 TR2235
 TR2235;                    North         East     Units Scale Factor Converg.
 TR2235;SPC WA N     -   173,353.524   339,921.303   MT  0.99996924   -1 36 51.2
 TR2235;SPC WA N     -   568,744.02  1,115,225.14   sFT  0.99996924   -1 36 51.2
 TR2235;UTM  10      - 5,376,195.713   499,892.525   MT  0.99960000   -0 00 03.9
 TR2235
 TR2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2235!SPC WA N     -   1.00000301  x   0.99996924  =   0.99997225
 TR2235!UTM  10      -   1.00000301  x   0.99960000  =   0.99960301
 TR2235
 TR2235|---------------------------------------------------------------------|
 TR2235| PID    Reference Object                     Distance      Geod. Az  |
 TR2235|                                                           dddmmss.s |
 TR2235| CF7640 BROWN RM 2                            4.305 METERS 06331     |
 TR2235| TR2112 TURN 2                              APPROX. 2.3 KM 0985144.7 |
 TR2235| TR2110 SAN JUAN ISLAND FLAGPOLE            APPROX. 0.6 KM 1320143.5 |
 TR2235| CF7639 BROWN RM 1                            5.290 METERS 31757     |
 TR2235|---------------------------------------------------------------------|
 TR2235
 TR2235                          SUPERSEDED SURVEY CONTROL
 TR2235
 TR2235  NAD 83(1986)-  48 32 19.91794(N)    123 00 05.24368(W) AD(       ) 2
 TR2235  NAD 27      -  48 32 20.56100(N)    123 00 00.60600(W) AD(       ) 2
 TR2235
 TR2235.Superseded values are not recommended for survey control.
 TR2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2235.See file dsdata.txt to determine how the superseded data were derived.
 TR2235
 TR2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9989376196(NAD 83)
 TR2235_MARKER: DS = TRIANGULATION STATION DISK
 TR2235_SETTING: 66 = SET IN ROCK OUTCROP
 TR2235
 TR2235  HISTORY     - Date     Condition        Report By
 TR2235  HISTORY     - 1940     MONUMENTED       CGS
 TR2235  HISTORY     - 1950     GOOD             CGS
 TR2235  HISTORY     - 1953     GOOD             CGS
 TR2235  HISTORY     - 19950813 GOOD             USPSQD
 TR2235  HISTORY     - 20010803 GOOD             USPSQD
 TR2235
 TR2235                          STATION DESCRIPTION
 TR2235
 TR2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2235'STATION IS ON A PROMINENT POINT ON THE NE SIDE OF BROWN ISLAND 1.1
 TR2235'NAUTICAL MILES FROM TURN ISLAND.  ABOUT MIDWAY OF THE LENGTH OF
 TR2235'THE ISLAND, IS THE LOCATION OF THIS POINT.  THERE ARE SMALL GRAVEL
 TR2235'BEACHES TO THE E-AND-W OF THE POINT.  STATION IS 10 METERS BACK
 TR2235'FROM THE EXTREME END OF THE POINT AND 10 METERS OUT FROM THE FIRST
 TR2235'TREES AND 4 FEET ABOVE HIGH WATER.  ALL MARKS ARE IN LEDGE.
 TR2235'
 TR2235'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 TR2235'DRILL HOLES IN OUTCROPPING BEDROCK.
 TR2235
 TR2235                          STATION RECOVERY (1950)
 TR2235
 TR2235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2235'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2235'CONDITION.
 TR2235'
 TR2235'STATION IS ON THE E SIDE OF SAN JUAN ISLAND, ABOUT 3/4 MILE E OF
 TR2235'FRIDAY HARBOR, ON THE NE SIDE OF BROWN ISLAND IN FRIDAY HARBOR BAY,
 TR2235'ON A PROJECTING POINT ABOUT MIDWAY ALONG THE LENGTH OF THE ISLAND
 TR2235'AND FLANKED ON EITHER SIDE BY COVES FACING INTO GRAVEL BEACHES, 10
 TR2235'METERS SW OF THE EXTREME END OF THE POINT, 10 METERS NE OF THE
 TR2235'TREE LINE, AND 8.5 METERS SW OF THE HIGH-WATER LINE, ON A ROCK SHELF.
 TR2235'
 TR2235'STATION MARK IS A BRONZE STATION DISK STAMPED BROWN 1940 SET IN A
 TR2235'DRILL HOLE, FLUSH WITH THE SURFACE.
 TR2235'
 TR2235'R.M. 1 IS 2.2 METERS IN FROM THE HIGH-WATER LINE.  IT IS A BRONZE
 TR2235'REFERENCE DISK STAMPED BROWN 1940 1 SET IN A DRILL HOLE, FLUSH
 TR2235'WITH THE SURFACE.
 TR2235'
 TR2235'R.M. 2 IS 6.5 METERS IN FROM THE HIGH-WATER LINE.  IT IS A BRONZE
 TR2235'REFERENCE DISK STAMPED BROWN 1940 2 SET IN A DRILL HOLE, FLUSH WITH
 TR2235'THE SURFACE.
 TR2235'
 TR2235'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2235
 TR2235                          STATION RECOVERY (1953)
 TR2235
 TR2235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR2235'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR2235'AS DESCRIBED BY C.W.C. IN 1950.  THE 1950 DESCRIPTION IS ADEQUATE.
 TR2235'BOTH REFERENCE MARKS WERE MEASURED AND DISTANCES VERIFIED.
 TR2235
 TR2235                          STATION RECOVERY (1995)
 TR2235
 TR2235'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR2235'RECOVERED IN GOOD CONDITION.
 TR2235
 TR2235                          STATION RECOVERY (2001)
 TR2235
 TR2235'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 TR2235'STATION AND RM2 FOUND GOOD AS DESCRIBED.  AN EXTENSIVE SEARCH WITH A
 TR2235'METAL DECTOR FAILED TO REVEAL RM1.  LAND OWNERS PARTICIPATED IN THE
 TR2235'SEARCH BUT HAVE NEVER SEEN THE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1329 ***********************************************************************
 SV1329  DESIGNATION -  BROWN
 SV1329  PID         -  SV1329
 SV1329  STATE/COUNTY-  WA/SPOKANE
 SV1329  USGS QUAD   -  FOUR LAKES (1973)
 SV1329
 SV1329                         *CURRENT SURVEY CONTROL
 SV1329  ___________________________________________________________________
 SV1329* NAD 83(1991)-  47 31 30.20729(N)    117 32 11.68681(W)     ADJUSTED  
 SV1329* NAVD 88     -       826.     (meters)    2710.     (feet)  SCALED    
 SV1329  ___________________________________________________________________
 SV1329  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 SV1329  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 SV1329
 SV1329  HORZ ORDER  -  FIRST
 SV1329
 SV1329.The horizontal coordinates were established by classical geodetic methods
 SV1329.and adjusted by the National Geodetic Survey in December 1991..
 SV1329
 SV1329.The orthometric height was scaled from a topographic map.
 SV1329
 SV1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1329
 SV1329.The geoid height was determined by GEOID03.
 SV1329
 SV1329;                    North         East     Units Scale Factor Converg.
 SV1329;SPC WA N     -    63,694.076   748,193.905   MT  0.99999542   +2 27 16.2
 SV1329;SPC WA N     -   208,969.65  2,454,699.50   sFT  0.99999542   +2 27 16.2
 SV1329;UTM  11      - 5,263,654.047   459,607.628   MT  0.99962005   -0 23 44.8
 SV1329
 SV1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1329!SPC WA N     -   0.99987341  x   0.99999542  =   0.99986883
 SV1329!UTM  11      -   0.99987341  x   0.99962005  =   0.99949351
 SV1329
 SV1329|---------------------------------------------------------------------|
 SV1329| PID    Reference Object                     Distance      Geod. Az  |
 SV1329|                                                           dddmmss.s |
 SV1329| CF1162 BROWN RM 1                                         10457     |
 SV1329| CF1161 BROWN AZ MK                                        1094353.8 |
 SV1329| CF1163 BROWN RM 2                                         15621     |
 SV1329|---------------------------------------------------------------------|
 SV1329
 SV1329                          SUPERSEDED SURVEY CONTROL
 SV1329
 SV1329  NAD 83(1986)-  47 31 30.21535(N)    117 32 11.67833(W) AD(       ) 1
 SV1329  NAD 27      -  47 31 30.60700(N)    117 32 07.93900(W) AD(       ) 1
 SV1329
 SV1329.Superseded values are not recommended for survey control.
 SV1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1329.See file dsdata.txt to determine how the superseded data were derived.
 SV1329
 SV1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5960863654(NAD 83)
 SV1329_MARKER: DS = TRIANGULATION STATION DISK
 SV1329_SETTING: 66 = SET IN ROCK OUTCROP
 SV1329_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SV1329
 SV1329  HISTORY     - Date     Condition        Report By
 SV1329  HISTORY     - 1946     MONUMENTED       CGS
 SV1329  HISTORY     - 1965     MARK NOT FOUND   CGS
 SV1329  HISTORY     - 1973     MARK NOT FOUND   USGS
 SV1329
 SV1329                          STATION DESCRIPTION
 SV1329
 SV1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SV1329'THE STATION IS ABOUT 3 MILES NE OF THE TOWN OF CHENEY, NEAR THE
 SV1329'SUMMIT OF A CULTIVATED HILLTOP, AND ON THE PROPERTY OF WILLIAM
 SV1329'CLARNO.  IT IS ON THE E SLOPE OF HILL, ABOUT 23 PACES E OF CREST,
 SV1329'AND ABOUT 60 PACES NE OF THE SUMMIT.
 SV1329'
 SV1329'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN ROCK
 SV1329'18 INCHES BELOW SURFACE OF THE GROUND AND IS STAMPED BROWN 1946.
 SV1329'
 SV1329'REFERENCE MARK 1 IS E OF THE STATION IN A SMALL CLUSTER OF ROCK
 SV1329'OUTCROPPINGS ABOUT 50 FEET LOWER THAN STATION MARK.  IT IS A BRONZE
 SV1329'REFERENCE DISK STAMPED BROWN NO 1 1946 AND SET IN A DRILL HOLE IN
 SV1329'ROCK OUTCROPPING.
 SV1329'
 SV1329'REFERENCE MARK 2 IS SSE OF THE STATION, 12 FEET N OF A LONE PINE
 SV1329'TREE, AND ABOUT 60 FEET LOWER THAN THE STATION MARK.  IT IS A BRONZE
 SV1329'REFERENCE DISK STAMPED BROWN NO 2 1946 AND SET IN A DRILL HOLE IN
 SV1329'ROCK OUTCROPPING.
 SV1329'
 SV1329'AZIMUTH MARK IS E OF THE STATION ON THE S SLOPE OF HILLSIDE, IN A
 SV1329'N-S FENCE LINE, AND 9 PACES N OF TWIN PINE TREES.  IT IS A BRONZE
 SV1329'AZIMUTH DISK STAMPED BROWN 1946 AND SET IN CONCRETE IN TOP OF A
 SV1329'3-INCH IRON PIPE WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE
 SV1329'OF THE GROUND.
 SV1329'
 SV1329'TO REACH THE STATION FROM THE CHENEY POST OFFICE, GO N ON HIGHWAYS
 SV1329'10 AND 395 FOR 0.8 MILE TO CURVE AND JUNCTION WITH PAVED SIDE ROAD
 SV1329'BEARING TO THE RIGHT.  BEAR RIGHT AND FOLLOW MAIN ROAD AND
 SV1329'TELEPHONE LINE FOR 3.3 MILES TO A T-INTERSECTION, LEFT, AT CURVE.
 SV1329'TURN LEFT FOR 0.2 MILE TO CROSSROADS, TURN LEFT AND GO 1.3 MILES
 SV1329'TO SUMMIT OF ROADWAY AND THE FARM HOME OF WILLIAM CLARNO.  TURN
 SV1329'LEFT AND CLIMB TO SUMMIT OF HILL AND STATION SITE.
 SV1329
 SV1329                          STATION RECOVERY (1965)
 SV1329
 SV1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1329'NONE OF THE MARKS WERE FOUND.  WILLIAM CLARNO STILL OWNS THE LAND
 SV1329'AND HE ASSURED ME THAT THE STATION MARK IS STILL IN PLACE,
 SV1329'UNDERGROUND, SOMEWHERE ON THE TOP OF THE HILL, BUT HE HAD NO IDEA
 SV1329'HOW IT COULD BE FOUND.  HE WAS NOT AWARE OF THERE HAVING BEEN
 SV1329'REFERENCE MARKS.
 SV1329'
 SV1329'ABOUT 300 FEET EAST OF THE SUMMIT OF THE HILL, THERE IS A STEEP
 SV1329'DECLINE AND IT IS SUSPECTED THIS IS WHERE REFERENCE MARK NO. 1
 SV1329'SHOULD HAVE BEEN.  THE DECLINE IS NOT CULTIVATED, BUT THE ROCKS ON
 SV1329'IT ARE NOT BIG ENOUGH TO HOLD A REFERENCE MARK.
 SV1329'
 SV1329'IN WHAT LOOKED LIKE ABOUT THE RIGHT LOCATION FOR REFERENCE MARK
 SV1329'NO. 2, THERE IS A LONE FIR TREE AND SOME ROCK, BUT AGAIN THE ROCKS
 SV1329'ARE QUITE SMALL TO BE USED FOR A REFERENCE MARK.  THESE ROCKS WERE
 SV1329'INSPECTED, BUT NOTHING FOUND.
 SV1329'
 SV1329'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 SV1329'
 SV1329'I BELIEVE THE ORIGINAL STATION COULD BE FOUND BY DETERMINING
 SV1329'ANOTHER POSITION ON THE HILL AND MAKING A CONNECTION BETWEEN THE
 SV1329'TWO.
 SV1329
 SV1329                          STATION RECOVERY (1973)
 SV1329
 SV1329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RBO)
 SV1329'STATION MARK NOT SEARCHED FOR.
 SV1329'
 SV1329'BOTH REFERENCE MARKS WERE SEARCHED FOR AND BOTH APPEAR TO HAVE BEEN
 SV1329'DESTROYED, AS BOTH WERE IN ROCK OUTCROPS AND OUTCROPS WERE NOT
 SV1329'FOUND.  THIS AREA IS ALL UNDER CULTIVATION.  THE STATION MARK IS
 SV1329'BURIED ON TOP AND WAS NOT SEARCHED FOR AS THIS FIELD HAS BEEN
 SV1329'NEWLY SEEDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0958 ***********************************************************************
 TP0958  DESIGNATION -  BROWN
 TP0958  PID         -  TP0958
 TP0958  STATE/COUNTY-  WA/FERRY
 TP0958  USGS QUAD   -  BANGS MOUNTAIN (1992)
 TP0958
 TP0958                         *CURRENT SURVEY CONTROL
 TP0958  ___________________________________________________________________
 TP0958* NAD 83(1991)-  48 33 37.02903(N)    118 09 27.72182(W)     ADJUSTED  
 TP0958* NAVD 88     -       453.3    (meters)    1487.     (feet)  VERTCON   
 TP0958  ___________________________________________________________________
 TP0958  LAPLACE CORR-          -7.37  (seconds)                    DEFLEC99
 TP0958  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 TP0958
 TP0958  HORZ ORDER  -  SECOND
 TP0958
 TP0958.The horizontal coordinates were established by classical geodetic methods
 TP0958.and adjusted by the National Geodetic Survey in December 1991..
 TP0958
 TP0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0958
 TP0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0958
 TP0958.The geoid height was determined by GEOID03.
 TP0958
 TP0958;                    North         East     Units Scale Factor Converg.
 TP0958;SPC WA N     -   176,913.169   697,453.159   MT  0.99997206   +1 59 31.4
 TP0958;SPC WA N     -   580,422.62  2,288,227.57   sFT  0.99997206   +1 59 31.4
 TP0958;UTM  11      - 5,379,223.693   414,580.692   MT  0.99968964   -0 52 04.5
 TP0958
 TP0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0958!SPC WA N     -   0.99993170  x   0.99997206  =   0.99990377
 TP0958!UTM  11      -   0.99993170  x   0.99968964  =   0.99962136
 TP0958
 TP0958:                Primary Azimuth Mark                     Grid Az
 TP0958:SPC WA N     -  ROY                                      080 57 29.5
 TP0958:UTM  11      -  ROY                                      083 49 05.4
 TP0958
 TP0958|---------------------------------------------------------------------|
 TP0958| PID    Reference Object                     Distance      Geod. Az  |
 TP0958|                                                           dddmmss.s |
 TP0958| TP0953 ROY                                 APPROX. 3.6 KM 0825700.9 |
 TP0958| CF1160 BROWN RM 1                            8.217 METERS 27146     |
 TP0958|---------------------------------------------------------------------|
 TP0958
 TP0958                          SUPERSEDED SURVEY CONTROL
 TP0958
 TP0958  NAD 83(1986)-  48 33 37.03207(N)    118 09 27.71924(W) AD(       ) 2
 TP0958  NAD 27      -  48 33 37.38800(N)    118 09 23.74600(W) AD(       ) 2
 TP0958  NGVD 29 (07/19/86)  452.1    (m)         1483.     (f) VERT ANG       
 TP0958
 TP0958.Superseded values are not recommended for survey control.
 TP0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0958.See file dsdata.txt to determine how the superseded data were derived.
 TP0958
 TP0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1458179224(NAD 83)
 TP0958_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0958
 TP0958  HISTORY     - Date     Condition        Report By
 TP0958  HISTORY     - 1936     MONUMENTED       BOR
 TP0958  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0958
 TP0958                          STATION DESCRIPTION
 TP0958
 TP0958'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0958'LOCATED IN SE 1/4 SEC. OF SEC. 4, T. 35 N., R. 37 E. WM, ABOUT
 TP0958'1,500 FEET SW OF 1/4 SEC. 4-3 NEAR EDGE OF SANDY BEACH PART OF
 TP0958'WHICH HAS BEEN CULTIVATED.  STATION LIES ABOUT 500 FEET E OF
 TP0958'GRAVEL ROAD, 300 FEET S OF ROAD DOWN DRAW, AND 700 FEET NE OF THE
 TP0958'BROWN HOUSE.
 TP0958'
 TP0958'TO REACH STATION FROM THE W END OF KETTLE FALLS BRIDGE, TURN
 TP0958'LEFT (S) ON GRAVEL ROAD.  AT 2.86 CROSS SHERMAN CREEK.  AT 3.23
 TP0958'ROAD JUNCTION, REPUBLIC ROAD TO RIGHT, CONTINUE STRAIGHT
 TP0958'AHEAD.  NOTE CROSS ROAD AT 4.00, KEEP STRAIGHT AHEAD.  NOTE CROSS
 TP0958'ROAD AT 4.30, KEEP STRAIGHT AHEAD.  LEAVE CAR AT CROSS ROAD AT
 TP0958'5.04 BY FIELD ON LEFT SIDE OF ROAD.  PROCEED ON FOOT TO STATION
 TP0958'JUST N OF FIELD AND ABOUT 500 FEET E OF GRAVEL ROAD.
 TP0958'
 TP0958'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 11A,
 TP0958'RESPECTIVELY.
 TP0958'
 TP0958'HEIGHT OF STAND ABOVE STATION MARK 1.38 METERS.
 TP0958
 TP0958                          STATION RECOVERY (1947)
 TP0958
 TP0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0958'STATION AND THE REFERENCE MARK WERE RECOVERED AS DESCRIBED BY THE
 TP0958'U.S.B.R. IN 1936.  A NEW DESCRIPTION FOLLOWS--
 TP0958'
 TP0958'STATION IS LOCATED ON THE W SIDE OF ROOSEVELT LAKE, ABOUT 1 MILE
 TP0958'S OF THE MOUTH OF THE COLVILLE RIVER, AND ABOUT 2 MILES S OF THE
 TP0958'MOUTH OF SHERMAN CREEK, ON A GRASSY FLAT ON THE E SIDE OF THE
 TP0958'PRESENT ROAD FROM KETTLE FALLS TO INCHELIUM.  IT IS ON THE S SIDE
 TP0958'OF THE OLD ROAD BETWEEN THE TWO TOWNS, THE OLD ROAD BEING THE
 TP0958'ENTRANCE TO THE HOAG RANCH.  STATION LIES ABOUT 160 METERS E OF
 TP0958'THE NEW ROAD, ABOUT 110 METERS S OF THE OLD ROAD, AT THE E EDGE
 TP0958'OF A CLEARED FIELD NOW GROWING OVER WITH SMALL BRUSHY PINES.
 TP0958'
 TP0958'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK STAMPED
 TP0958'BROWN 1936, SET ACCORDING TO NOTE 1A, AND PROJECTS 2 INCHES ABOVE
 TP0958'THE GROUND.
 TP0958'
 TP0958'THE REFERENCE MARK IS W OF THE STATION.  IT IS A STANDARD
 TP0958'U.S.B.R. REFERENCE DISK STAMPED BROWN RM NO 1 1936, SET ACCORDING
 TP0958'TO NOTE 11A, AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 TP0958'
 TP0958'TO REACH THE STATION FROM THE W END OF THE HIGHWAY BRIDGE OVER
 TP0958'ROOSEVELT LAKE AT KETTLE FALLS, GO S ALONG THE ROAD TO INCHELIUM
 TP0958'FOR 5.1 MILES TO A WELL TRAVELED ROAD TO THE E.  FOLLOW THE MAIN
 TP0958'ROAD 0.1 MILE TO AN OLD HOUSE ON THE W SIDE OF THE ROAD.  TURN E
 TP0958'INTO FIELD OPPOSITE HOUSE AND GO NE TO THE N END OF FIELD AND THE
 TP0958'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1662 ***********************************************************************
 RZ1662  DESIGNATION -  BROWN
 RZ1662  PID         -  RZ1662
 RZ1662  STATE/COUNTY-  WA/GARFIELD
 RZ1662  USGS QUAD   -  POMEROY (1967)
 RZ1662
 RZ1662                         *CURRENT SURVEY CONTROL
 RZ1662  ___________________________________________________________________
 RZ1662* NAD 83(1991)-  46 26 52.34267(N)    117 33 28.81505(W)     ADJUSTED  
 RZ1662* NAVD 88     -       855.4    (meters)    2806.     (feet)  VERTCON   
 RZ1662  ___________________________________________________________________
 RZ1662  LAPLACE CORR-           8.22  (seconds)                    DEFLEC99
 RZ1662  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 RZ1662
 RZ1662  HORZ ORDER  -  SECOND
 RZ1662
 RZ1662.The horizontal coordinates were established by classical geodetic methods
 RZ1662.and adjusted by the National Geodetic Survey in December 1991..
 RZ1662
 RZ1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1662
 RZ1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1662
 RZ1662.The geoid height was determined by GEOID03.
 RZ1662
 RZ1662;                    North         East     Units Scale Factor Converg.
 RZ1662;SPC WA S     -   128,095.399   725,979.892   MT  0.99991745   +2 08 13.4
 RZ1662;SPC WA S     -   420,259.65  2,381,819.03   sFT  0.99991745   +2 08 13.4
 RZ1662;UTM  11      - 5,143,962.462   457,142.418   MT  0.99962258   -0 24 15.9
 RZ1662
 RZ1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1662!SPC WA S     -   0.99986887  x   0.99991745  =   0.99978633
 RZ1662!UTM  11      -   0.99986887  x   0.99962258  =   0.99949150
 RZ1662
 RZ1662|---------------------------------------------------------------------|
 RZ1662| PID    Reference Object                     Distance      Geod. Az  |
 RZ1662|                                                           dddmmss.s |
 RZ1662| CF4579 BROWN RM 1                           13.042 METERS 17345     |
 RZ1662| CF4578 BROWN AZ MK                                        1802911.3 |
 RZ1662| CF4580 BROWN RM 2                            9.983 METERS 27035     |
 RZ1662|---------------------------------------------------------------------|
 RZ1662
 RZ1662                          SUPERSEDED SURVEY CONTROL
 RZ1662
 RZ1662  NAD 83(1991)-  46 26 52.34586(N)    117 33 28.81441(W) AD(       ) 2
 RZ1662  NAD 83(1986)-  46 26 52.35023(N)    117 33 28.80954(W) AD(       ) 2
 RZ1662  NAD 27      -  46 26 52.80712(N)    117 33 25.14053(W) AD(       ) 2
 RZ1662  NGVD 29 (07/19/86)  854.4    (m)         2803.     (f) VERT ANG       
 RZ1662
 RZ1662.Superseded values are not recommended for survey control.
 RZ1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1662.See file dsdata.txt to determine how the superseded data were derived.
 RZ1662
 RZ1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM5714243962(NAD 83)
 RZ1662_MARKER: DS = TRIANGULATION STATION DISK
 RZ1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1662
 RZ1662  HISTORY     - Date     Condition        Report By
 RZ1662  HISTORY     - 1963     MONUMENTED       CGS
 RZ1662
 RZ1662                          STATION DESCRIPTION
 RZ1662
 RZ1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RZ1662'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF POMEROY, 2-1/2
 RZ1662'MILES SOUTH-SOUTH WEST OF PATAHA, AND 1.2 MILES NORTH OF JUNCTION
 RZ1662'OF BROWN GULCH ROAD AND STATE ROUTE 3 K.
 RZ1662'
 RZ1662'TO REACH FROM THE POST OFFICE IN POMEROY GO EAST, ON U.S. HIGHWAY
 RZ1662'410 FOR 0.5 MILE TO JUNCTION OF STATE ROUTE 3 K, TURN RIGHT, SOUTH,
 RZ1662'FOR 4.1 MILES TO JUNCTION OF BROWN GULCH ROAD AND STATE ROUTE 3
 RZ1662'K.  TURN SHARP LEFT, NORTH, FOR 0.45 MILE TO AZIMUTH MARK ON THE
 RZ1662'RIGHT.  CONTINUE AHEAD, NORTH, FOR 0.75 MILE TO SUMMIT OF A LOW
 RZ1662'HILL AND STATION ON THE RIGHT.
 RZ1662'
 RZ1662'THE STATION IS A STANDARD DISK, STAMPED BROWN 1963, SET IN TOP
 RZ1662'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 16.5
 RZ1662'FEET EAST OF THE CENTERLINE OF BROWN GULCH ROAD, 6 FEET SOUTH OF
 RZ1662'A METAL WITNESS POST, 5 FEET WEST OF A FENCE, AND ABOUT 2 FEET
 RZ1662'HIGHER THAN THE ROAD.
 RZ1662'
 RZ1662'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROWN NO 1 1963,
 RZ1662'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 RZ1662'INCHES.  IT IS 21.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 1
 RZ1662'FOOT WEST OF THE FENCE, 2 FEET HIGHER THAN THE ROAD, AND ABOUT
 RZ1662'THE SAME ELEVATION AS THE STATION.
 RZ1662'
 RZ1662'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROWN NO 2 1963,
 RZ1662'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 RZ1662'INCHES.  IT IS 17.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 1
 RZ1662'FOOT EAST OF THE FENCE, 2 FEET HIGHER THAN THE ROAD, AND ABOUT
 RZ1662'THE SAME ELEVATION AS THE STATION.
 RZ1662'
 RZ1662'AZIMUTH MARK IS A STANDARD DISK, STAMPED BROWN 1963, SET IN TOP
 RZ1662'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS
 RZ1662'17.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 RZ1662'METAL WITNESS POST, 1 FOOT WEST OF A FENCE, AND ABOUT 2 FEET
 RZ1662'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1058 ***********************************************************************
 SB1058  DESIGNATION -  BROWN
 SB1058  PID         -  SB1058
 SB1058  STATE/COUNTY-  WA/KITTITAS
 SB1058  USGS QUAD   -  BOYLSTON (1953)
 SB1058
 SB1058                         *CURRENT SURVEY CONTROL
 SB1058  ___________________________________________________________________
 SB1058* NAD 83(1991)-  46 56 07.83112(N)    120 09 25.21953(W)     ADJUSTED  
 SB1058* NAVD 88     -       760.     (meters)    2493.     (feet)  SCALED    
 SB1058  ___________________________________________________________________
 SB1058  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 SB1058  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 SB1058
 SB1058  HORZ ORDER  -  SECOND
 SB1058
 SB1058.The horizontal coordinates were established by classical geodetic methods
 SB1058.and adjusted by the National Geodetic Survey in December 1991..
 SB1058
 SB1058.The orthometric height was scaled from a topographic map.
 SB1058
 SB1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1058
 SB1058.The geoid height was determined by GEOID03.
 SB1058
 SB1058;                    North         East     Units Scale Factor Converg.
 SB1058;SPC WA S     -   178,140.887   526,116.343   MT  0.99993328   +0 14 56.9
 SB1058;SPC WA S     -   584,450.56  1,726,100.04   sFT  0.99993328   +0 14 56.9
 SB1058;UTM  10      - 5,201,921.320   716,394.338   MT  1.00017557   +2 04 40.3
 SB1058
 SB1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1058!SPC WA S     -   0.99988407  x   0.99993328  =   0.99981735
 SB1058!UTM  10      -   0.99988407  x   1.00017557  =   1.00005962
 SB1058
 SB1058|---------------------------------------------------------------------|
 SB1058| PID    Reference Object                     Distance      Geod. Az  |
 SB1058|                                                           dddmmss.s |
 SB1058| CF4576 BROWN RM 1                            8.290 METERS 09524     |
 SB1058| CF4577 BROWN RM 2                            9.187 METERS 19123     |
 SB1058|---------------------------------------------------------------------|
 SB1058
 SB1058                          SUPERSEDED SURVEY CONTROL
 SB1058
 SB1058  NAD 83(1986)-  46 56 07.83761(N)    120 09 25.20605(W) AD(       ) 2
 SB1058  NAD 27      -  46 56 08.37250(N)    120 09 21.00350(W) AD(       ) 2
 SB1058
 SB1058.Superseded values are not recommended for survey control.
 SB1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1058.See file dsdata.txt to determine how the superseded data were derived.
 SB1058
 SB1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1639401921(NAD 83)
 SB1058_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SB1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB1058
 SB1058  HISTORY     - Date     Condition        Report By
 SB1058  HISTORY     - 1957     MONUMENTED       CGS
 SB1058  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SB1058
 SB1058                          STATION DESCRIPTION
 SB1058
 SB1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SB1058'THE STATION IS LOCATED ON THE SUMMIT OF THE FLAT TOP OF AN EAST-WEST
 SB1058'RIDGE, ABOUT 17-1/2 MILES EAST-SOUTHEAST OF ELLENSBURG, 8 MILES WEST
 SB1058'OF THE COLUMBIA RIVER AND 2 MILES SOUTH OF U.S. HIGHWAY 10.  IT IS
 SB1058'ABOUT 600 FEET WEST OF THE EAST END OF THE RIDGE.  THE RIDGE RISES TO
 SB1058'A HIGHER ELEVATION ABOUT 3/4 MILE WEST OF THE STATION.
 SB1058'
 SB1058'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN
 SB1058'ELLENSBURG, DRIVE EAST ON U.S. HIGHWAY 10 FOR 18.4 MILES TO THE
 SB1058'SADDLE MOUNTAIN CAFE AND GARAGE ON THE LEFT.  CONTINUE EAST ON THE
 SB1058'HIGHWAY FOR 1.75 MILES TO A Y-FORK.  KEEP THE RIGHT FORK AND DRIVE
 SB1058'SOUTHEASTERLY ON THE OLD MACADAM ROAD FOR 0.15 MILE TO A GATE AND
 SB1058'TRACK ROAD ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND
 SB1058'DRIVE SOUTH ON THE TRACK ROAD FOR 1.05 MILES TO A Y-FORK IN A DRY
 SB1058'CREEK BOTTOM.  KEEP THE LEFT FORK AND DRIVE SOUTHEAST, THENCE
 SB1058'SOUTHWESTERLY UP HILL FOR 0.8 MILE TO THE SUMMIT OF AN EAST-WEST
 SB1058'RIDGE.  TURN RIGHT OFF THE TRACK ROAD AND DRIVE WEST-SOUTHWEST UP
 SB1058'THE STEEP SLOPE FOR 0.3 MILE TO THE HIGHEST POINT OF THE HILL AND
 SB1058'THE STATION.
 SB1058'
 SB1058'THE STATION MARK, STAMPED BROWN 1957, IS A STANDARD DISK SET IN
 SB1058'THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AND
 SB1058'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 6.5 FEET
 SB1058'NORTHWEST OF A WHITE WITNESS POST.
 SB1058'
 SB1058'REFERENCE MARK 1, STAMPED BROWN NO 1 1957, IS A STANDARD DISK SET IN
 SB1058'THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AND
 SB1058'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT THE
 SB1058'SAME ELEVATION AS THE STATION MARK.
 SB1058'
 SB1058'REFERENCE MARK 2, STAMPED BROWN NO 2 1957, IS A STANDARD DISK SET IN
 SB1058'THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AND
 SB1058'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 SB1058'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 SB1058
 SB1058                          STATION RECOVERY (1963)
 SB1058
 SB1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SB1058'THE STATION WAS RECOVERED AS DESCRIBED.
 SB1058'
 SB1058'THE TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1350 ***********************************************************************
 TP1350  DESIGNATION -  BROWN
 TP1350  PID         -  TP1350
 TP1350  STATE/COUNTY-  WA/OKANOGAN
 TP1350  USGS QUAD   -  RUBY HILL (1993)
 TP1350
 TP1350                         *CURRENT SURVEY CONTROL
 TP1350  ___________________________________________________________________
 TP1350* NAD 83(1991)-  48 29 37.95298(N)    119 37 53.08363(W)     ADJUSTED  
 TP1350* NAVD 88     -       731.5    (meters)    2400.     (feet)  VERTCON   
 TP1350  ___________________________________________________________________
 TP1350  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 TP1350  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 TP1350
 TP1350  HORZ ORDER  -  THIRD
 TP1350
 TP1350.The horizontal coordinates were established by classical geodetic methods
 TP1350.and adjusted by the National Geodetic Survey in December 1991..
 TP1350
 TP1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1350
 TP1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1350
 TP1350.The geoid height was determined by GEOID03.
 TP1350
 TP1350;                    North         East     Units Scale Factor Converg.
 TP1350;SPC WA N     -   166,789.373   588,827.543   MT  0.99996377   +0 53 41.5
 TP1350;SPC WA N     -   547,208.13  1,931,845.03   sFT  0.99996377   +0 53 41.5
 TP1350;UTM  11      - 5,374,539.079   305,597.552   MT  1.00006434   -1 58 16.5
 TP1350
 TP1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1350!SPC WA N     -   0.99988824  x   0.99996377  =   0.99985202
 TP1350!UTM  11      -   0.99988824  x   1.00006434  =   0.99995257
 TP1350
 TP1350|---------------------------------------------------------------------|
 TP1350| PID    Reference Object                     Distance      Geod. Az  |
 TP1350|                                                           dddmmss.s |
 TP1350| CS4683 BROWN RM 1                            7.812 METERS 06619     |
 TP1350| CS4684 BROWN RM 2                            7.495 METERS 19040     |
 TP1350| TP1363 LOUP                                APPROX. 8.1 KM 2470324.2 |
 TP1350|---------------------------------------------------------------------|
 TP1350
 TP1350                          SUPERSEDED SURVEY CONTROL
 TP1350
 TP1350  NAD 83(1986)-  48 29 37.95820(N)    119 37 53.07974(W) AD(       ) 3
 TP1350  NGVD 29 (10/02/90)  730.2    (m)         2396.     (f) VERT ANG       
 TP1350
 TP1350.Superseded values are not recommended for survey control.
 TP1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1350.See file dsdata.txt to determine how the superseded data were derived.
 TP1350
 TP1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP0559874539(NAD 83)
 TP1350_MARKER: DS = TRIANGULATION STATION DISK
 TP1350_SETTING: 66 = SET IN ROCK OUTCROP
 TP1350_SP_SET: SET IN ROCK OUTCROP
 TP1350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1350+STABILITY: POSITION/ELEVATION WELL
 TP1350
 TP1350  HISTORY     - Date     Condition        Report By
 TP1350  HISTORY     - 1956     MONUMENTED       USGS
 TP1350  HISTORY     - 1975     GOOD             USGS
 TP1350
 TP1350                          STATION DESCRIPTION
 TP1350
 TP1350'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1350'LOCATED ABOUT 8.0 MI NW. OF OMAK, 6.0 MI W. OF RIVERSIDE, 2.0 MI
 TP1350'N. OF BROWN LAKE.  ON BRUSH-COVERED RIDGE, ON NORTH END AND
 TP1350'HIGHEST POINT OF RIDGE ON SOUTH ONE OF TWO SMALL TOPS.
 TP1350'
 TP1350'TO REACH FROM OMAK POST OFFICE, DRIVE 0.4 MI N. THROUGH MAIN
 TP1350'SECTION OF TOWN ON U.S. HWY. 97 TO RD. FORKS AND SIGN
 TP1350'CONCONULLY STATE PARK LEFT.  TAKE LEFT FORK FOLLOWING CONCONULLY
 TP1350'STATE PARK RD. 7.8 MI TO RD. FORKS INTO RANCH BELONGING TO
 TP1350'HAEBERLE.  TURN LEFT INTO RANCH FOLLOWING FARM RD. THROUGH
 TP1350'FARMYARD AND AROUND NORTH SIDE OF BARN, CONTINUE 1.0 MI W. ON
 TP1350'FARM RD. ACROSS MEADOW AND UP ON FIRST BENCH W. (FENCE AT EDGE OF
 TP1350'FIELD IS AS FAR AS TRUCK CAN BE DRIVEN).  PACK W. ACROSS FIELD AND
 TP1350'UP RIDGE.  AT TOP OF RIDGE PACK N. TO STATION.  ABOUT A 30-MINUTE
 TP1350'PACK.
 TP1350'
 TP1350'STATION MARK--STANDARD TABLET STAMPED---BROWN 1956---, CEMENTED IN
 TP1350'SOLID ROCK OUTCROP.
 TP1350'
 TP1350'RM 1--COPPER PENNY CEMENTED IN DRILL HOLE IN SOLID ROCK.
 TP1350'
 TP1350'RM 2--COPPER PENNY CEMENTED IN DRILL HOLE IN SOLID ROCK.
 TP1350
 TP1350                          STATION RECOVERY (1975)
 TP1350
 TP1350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP1350'OCCUPIED ONLY TO ESTABLISH ETVA ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0684 ***********************************************************************
 SD0684  DESIGNATION -  BROWN 1929
 SD0684  PID         -  SD0684
 SD0684  STATE/COUNTY-  WA/JEFFERSON
 SD0684  USGS QUAD   -  DESTRUCTION ISLAND (1982)
 SD0684
 SD0684                         *CURRENT SURVEY CONTROL
 SD0684  ___________________________________________________________________
 SD0684* NAD 83(1991)-  47 38 22.34297(N)    124 23 09.03807(W)     ADJUSTED  
 SD0684* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 SD0684  ___________________________________________________________________
 SD0684  LAPLACE CORR-           9.08  (seconds)                    DEFLEC99
 SD0684  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SD0684
 SD0684  HORZ ORDER  -  THIRD
 SD0684
 SD0684.The horizontal coordinates were established by classical geodetic methods
 SD0684.and adjusted by the National Geodetic Survey in December 1991..
 SD0684
 SD0684.The orthometric height was scaled from a topographic map.
 SD0684
 SD0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0684
 SD0684.The geoid height was determined by GEOID03.
 SD0684
 SD0684;                    North         East     Units Scale Factor Converg.
 SD0684;SPC WA N     -    77,265.530   233,152.148   MT  0.99997689   -2 38 41.7
 SD0684;SPC WA N     -   253,495.33    764,933.34   sFT  0.99997689   -2 38 41.7
 SD0684;SPC WA S     -   263,547.202   208,096.702   MT  1.00008454   -2 49 21.6
 SD0684;SPC WA S     -   864,654.45    682,730.60   sFT  1.00008454   -2 49 21.6
 SD0684;UTM  10      - 5,277,168.138   395,905.126   MT  0.99973316   -1 01 26.8
 SD0684
 SD0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0684!SPC WA N     -   0.99999790  x   0.99997689  =   0.99997479
 SD0684!SPC WA S     -   0.99999790  x   1.00008454  =   1.00008244
 SD0684!UTM  10      -   0.99999790  x   0.99973316  =   0.99973106
 SD0684
 SD0684                          SUPERSEDED SURVEY CONTROL
 SD0684
 SD0684  NAD 83(1986)-  47 38 22.33319(N)    124 23 09.05475(W) AD(       ) 3
 SD0684  NAD 27      -  47 38 23.12100(N)    124 23 03.92100(W) AD(       ) 3
 SD0684
 SD0684.Superseded values are not recommended for survey control.
 SD0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0684.See file dsdata.txt to determine how the superseded data were derived.
 SD0684
 SD0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT9590577168(NAD 83)
 SD0684
 SD0684  HISTORY     - Date     Condition        Report By
 SD0684  HISTORY     - 1929     MONUMENTED       CGS
 SD0684  HISTORY     - 1930     SEE DESCRIPTION  CGS
 SD0684  HISTORY     - 1956     SEE DESCRIPTION  USN
 SD0684  HISTORY     - 1961     SEE DESCRIPTION  RAYONI
 SD0684  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SD0684  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SD0684
 SD0684                          STATION DESCRIPTION
 SD0684
 SD0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RDH)
 SD0684'STATION IS ON THE NORTHERN PART OF BROWN POINT AND AT THE TOP OF
 SD0684'THE BLUFF INSHORE FROM THE FARTHEST PROJECTION TO THE SEAWARD.
 SD0684'STATION IS ABOUT 10 FEET TO THE NW OF A MEDIUM-SIZED FORKED SPRUCE
 SD0684'TREE AND FROM THE BEACH A SMALL SLIDE MAY BE SEEN UNDER IT TO THE
 SD0684'NW AND SW.
 SD0684'
 SD0684'STATION MARK IS A HYDROGRAPHIC MARK WITH A TRIANGLE CHISELED ON
 SD0684'IT.  UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SD0684'CONCRETE AS DESCRIBED IN NOTES 7A AND 11B.
 SD0684'
 SD0684'REFERENCE MARK IS 10.43 METERS FROM THE STATION IN AZIMUTH 261 DEG 49
 SD0684'MIN.
 SD0684'
 SD0684'STATION IS BEST REACHED BY THE TRAIL THAT STARTS UP THE BLUFF IN
 SD0684'THE CONE AT THE S SIDE OF BROWN POINT OR THE TOP OF THE BLUFF MAY BE
 SD0684'REACHED FROM THE POINT TO THE S OF THE ONE OCCUPIED BY THE STATION.
 SD0684'
 SD0684'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 SD0684
 SD0684                          STATION RECOVERY (1930)
 SD0684
 SD0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (KTA)
 SD0684'STATION WAS RECOVERED AS DESCRIBED.  A HYDROGRAPHIC SIGNAL WAS BUILT
 SD0684'ON THE STATION.
 SD0684
 SD0684                          STATION RECOVERY (1956)
 SD0684
 SD0684'RECOVERY NOTE BY US NAVY 1956 (CDG)
 SD0684'STATION MARK AND REFERENCE MARK RECOVERED AS DESCRIBED AND FOUND IN
 SD0684'GOOD CONDITION.  BOTH CONCRETE PILLARS WERE SLIGHTLY LOOSE IN THE
 SD0684'DAMP GROUND.
 SD0684'
 SD0684'THE STATION IS BEST REACHED BY FOLLOWING U.S. ROUTE 101 NORTH FROM
 SD0684'KALALOCK LODGE 2.6 MILES TO BEACH TRAIL 3.  FOLLOW BEACH TRAIL
 SD0684'WESTWARD TO THE BEACH.  THENCE FOLLOW BEACH SOUTH APPROXIMATELY
 SD0684'200 YARDS TO A LARGE BEACH ROCK OUTCROPPING.  A SMALL COVE EXISTS
 SD0684'JUST SOUTH OF THESE ROCKS.  FOLLOW A SMALL STREAM BED UP A STEEP
 SD0684'INCLINE IN THIS COVE TO THE TOP OF THE BLUFF.  STATION MARK IS
 SD0684'LOCATED ON THE POINT OF THE BLUFF WHERE A SLIDE IS IN EVIDENCE.
 SD0684'STATION MARK IS 10 FEET FROM N EDGE OF THE BLUFF, 15 FEET FROM
 SD0684'WESTERN POINT.  6 FEET FROM S EDGE.  STATION ELEVATION IS
 SD0684'APPROXIMATELY 90 FEET.
 SD0684
 SD0684                          STATION RECOVERY (1961)
 SD0684
 SD0684'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1961
 SD0684'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SD0684'
 SD0684'THE FIRST ROCK ON THE BEACH IS ABOUT 240 FEET SOUTH OF THE TRAIL.
 SD0684'THE COVE LEADING TO THE STATION IS DIVIDED INTO TWO PARTS BY A
 SD0684'NARROW ROCK RIDGE.  ASCEND TO THE STATION FROM THE SOUTHERNMOST OF
 SD0684'THE TWO PARTS OF THE COVE.
 SD0684
 SD0684                          STATION RECOVERY (1971)
 SD0684
 SD0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
 SD0684'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  NO SEARCH WAS
 SD0684'MADE FOR REFERENCE MARK.  SITE IS NOT SUITABLE FOR SEA-FIX BUT WOULD
 SD0684'MAKE A GOOD VISUAL CALIBRATION SIGNAL.  ONLY FEASIBLE ACCESS IS FROM
 SD0684'SHORELINE, AND ASCENT IS VERY STEEP, HEIGHT APPROXIMATELY 90 FEET.
 SD0684'
 SD0684'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2.6 MI. NORTH OF
 SD0684'KALALOCH, WASH.
 SD0684
 SD0684                          STATION RECOVERY (1975)
 SD0684
 SD0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 SD0684'THE STATION IS LOST.  THE DISTANCE FROM REFERENCE MARK 1 (WHICH WAS
 SD0684'RECOVERED) INDICATES THE STATION SITE HAS ERODED AWAY.  REFERENCE
 SD0684'MARK 2 WAS SEARCHED FOR BUT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1137 ***********************************************************************
 TR1137  DESIGNATION -  BROWN 2
 TR1137  PID         -  TR1137
 TR1137  STATE/COUNTY-  WA/ISLAND
 TR1137  USGS QUAD   -  UTSALADY (1968)
 TR1137
 TR1137                         *CURRENT SURVEY CONTROL
 TR1137  ___________________________________________________________________
 TR1137* NAD 83(1991)-  48 16 11.75768(N)    122 27 54.59318(W)     ADJUSTED  
 TR1137* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1137  ___________________________________________________________________
 TR1137  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 TR1137  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 TR1137
 TR1137  HORZ ORDER  -  SECOND
 TR1137
 TR1137.The horizontal coordinates were established by classical geodetic methods
 TR1137.and adjusted by the National Geodetic Survey in December 1991..
 TR1137
 TR1137.The orthometric height was scaled from a topographic map.
 TR1137
 TR1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1137
 TR1137.The geoid height was determined by GEOID03.
 TR1137
 TR1137;                    North         East     Units Scale Factor Converg.
 TR1137;SPC WA N     -   142,479.119   378,876.265   MT  0.99994577   -1 12 53.8
 TR1137;SPC WA N     -   467,450.24  1,243,029.88   sFT  0.99994577   -1 12 53.8
 TR1137;UTM  10      - 5,346,441.070   539,687.670   MT  0.99961935   +0 23 56.9
 TR1137
 TR1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1137!SPC WA N     -   1.00000290  x   0.99994577  =   0.99994867
 TR1137!UTM  10      -   1.00000290  x   0.99961935  =   0.99962225
 TR1137
 TR1137:                Primary Azimuth Mark                     Grid Az
 TR1137:SPC WA N     -  MAUPIN                                   014 36 13.4
 TR1137:UTM  10      -  MAUPIN                                   012 59 22.7
 TR1137
 TR1137|---------------------------------------------------------------------|
 TR1137| PID    Reference Object                     Distance      Geod. Az  |
 TR1137|                                                           dddmmss.s |
 TR1137| TR1135 MAUPIN                              APPROX. 7.9 KM 0132319.6 |
 TR1137| CF7641 BROWN 2 RM 1                         10.933 METERS 09031     |
 TR1137| TR1123 SEATTLE VANCOUVER AIRWAY BCN 5      APPROX. 8.5 KM 0955442.7 |
 TR1137| CF7642 BROWN 2 RM 2                         14.236 METERS 22709     |
 TR1137|---------------------------------------------------------------------|
 TR1137
 TR1137                          SUPERSEDED SURVEY CONTROL
 TR1137
 TR1137  NAD 83(1986)-  48 16 11.76109(N)    122 27 54.59630(W) AD(       ) 2
 TR1137  NAD 27      -  48 16 12.40000(N)    122 27 50.02300(W) AD(       ) 2
 TR1137
 TR1137.Superseded values are not recommended for survey control.
 TR1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1137.See file dsdata.txt to determine how the superseded data were derived.
 TR1137
 TR1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3968846441(NAD 83)
 TR1137_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1137
 TR1137  HISTORY     - Date     Condition        Report By
 TR1137  HISTORY     - 1924     MONUMENTED       CGS
 TR1137  HISTORY     - 1934     SEE DESCRIPTION  CGS
 TR1137  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1137  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1137  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR1137  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1137  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1137
 TR1137                          STATION DESCRIPTION
 TR1137
 TR1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 TR1137'THE STATION IS LOCATED ON THE SOUTHERN SHORE OF SKAGIT BAY ON A
 TR1137'POINT OF LAND KNOWN AS BROWN POINT.  THE POINT IS ABOUT 4 MILES W
 TR1137'OF STANWOOD.
 TR1137'
 TR1137'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1137'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 TR1137'
 TR1137'STATION IS ON THE W SIDE OF THE TIP OF THE POINT AND IS ON THE
 TR1137'HIGH-WATER MARK AND IS ABOUT 20 FEET FROM THE TREE LINE.  FROM THIS
 TR1137'STATION THE POINT OF LAND AT UTSALADDY AND DEMROCK POINT ARE ALMOST
 TR1137'IN RANGE.
 TR1137'
 TR1137'REFERENCE MARK NO.1 IS AT THE TREE LINE.
 TR1137'
 TR1137'REFERENCE MARK NO.2 IS 20 FEET FROM THE TREE LINE.
 TR1137
 TR1137                          STATION RECOVERY (1934)
 TR1137
 TR1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 TR1137'THE STATION IS LOCATED ON THE SOUTHERN SHORE OF SKAGIT BAY ON A
 TR1137'POINT OF LAND KNOWN AS BROWN POINT.  THE POINT IS ABOUT 4 MILES W
 TR1137'OF STANWOOD.  THE STATION IS ON THE W SIDE OF THE TIP OF THE POINT,
 TR1137'AND IS ON THE HIGH-WATER MARK.  FROM THIS STATION THE POINT OF
 TR1137'LAND AT UTSALADDY AND DEMROCK POINT ARE ALMOST IN RANGE.
 TR1137'
 TR1137'REFERENCE MARK NO.1 IS AT THE TREE LINE.
 TR1137'
 TR1137'REFERENCE MARK NO.2 IS 20 FEET FROM TREE LINE.
 TR1137'
 TR1137'STATION AND REFERENCE MARK NO.1 RECOVERED IN GOOD
 TR1137'CONDITION.  REFERENCE MARK NO.2 COULD NOT BE FOUND.  THERE IS
 TR1137'EVIDENCE OF EROSION ON THE BEACH AND WAS PROBABLY WASHED OUT.
 TR1137
 TR1137                          STATION RECOVERY (1939)
 TR1137
 TR1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1137'STATION RECOVERED.  REFERENCE MARK NO.2 COULD NOT BE FOUND.
 TR1137'
 TR1137'ON THE FIRST PROMINENT POINT E OF UTSALADDY KNOWN AS BROWN POINT,
 TR1137'ON THE W SIDE OF THE TIP OF THE POINT, ABOUT 25 METERS W OF WHERE
 TR1137'THE TREES ON THE POINT BREAK BACK FROM THE HIGH-WATER LINE, ABOUT
 TR1137'6 METERS FROM THE TREE LINE, ON THE HIGH-WATER LINE, A STANDARD
 TR1137'DISK STAMPED BROWN 2 1924 SET IN A CONCRETE POST.
 TR1137
 TR1137                          STATION RECOVERY (1941)
 TR1137
 TR1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS)
 TR1137'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.  ADDITIONS AND
 TR1137'CORRECTIONS ARE INCORPORATED IN THE FOLLOWING--THE STATION IS ON
 TR1137'THE FIRST PROMINENT POINT E OF UTSALADY, KNOWN AS BROWNS POINT, ON
 TR1137'THE N SHORE OF CAMANO ISLAND, ON THE W TIP OF THE POINT, ABOUT 25
 TR1137'METERS W OF WHERE THE TREES ON THE POINT BREAK BACK FROM THE
 TR1137'HIGH-WATER LINE, ABOUT 6 METERS FROM THE TREE LINE, AT THE FOOT
 TR1137'OF A TRAIL LEADING TO THE BEACH.  ON THE HIGH-WATER LINE, ABOUT
 TR1137'IN THE CENTER OF A LOG-DRIFT HALFWAY BETWEEN THE EDGE OF THE
 TR1137'PEBBLE BEACH AND THE TIMBER LINE.
 TR1137'
 TR1137'THE STATION MARK IS FLUSH WITH THE GROUND, STAMPED BROWN 2 1924.
 TR1137'
 TR1137'REFERENCE MARK NO.1 IS FLUSH WITH GROUND.  IT IS STAMPED BROWN
 TR1137'2 1 1924.
 TR1137'
 TR1137'REFERENCE MARK NO.2 IS FLUSH WITH THE GROUND.  IT IS STAMPED BROWN
 TR1137'2 2 1924.
 TR1137'
 TR1137'REFERENCE MARK NO.3 WAS SEARCHED FOR BUT WAS NOT FOUND.
 TR1137'
 TR1137'TO REACH STATION FROM WEST STANWOOD, GO W ON THE MAIN HIGHWAY
 TR1137'FOR 2.3 MILES TO CAMANO ISLAND HALL, LEFT SIDE OF HIGHWAY (SIGN,
 TR1137'BROWNS POINT).  TURN RIGHT, FOLLOWING MAIN-TRAVELED ROAD N AND W
 TR1137'FOR 3.4 MILES TO A ROAD LEADING NORTHWARD (SIGN, BROWNS
 TR1137'POINT - STANWOOD 6, UTSALADY 2, ETC.).  TURN RIGHT, N, AND FOLLOW
 TR1137'MAIN-TRAVELED ROAD 0.8 MILE TO THE END OF THE ROAD AT A GARAGE
 TR1137'NEAR A LARGE FRAME HOUSE ON THE SUMMIT OF THE POINT, WHICH IS
 TR1137'THE END OF TRUCK TRAVEL.  FOLLOW A WELL-DEFINED TRAIL NORTHWARD
 TR1137'THROUGH TIMBER TO THE FOOT OF THE POINT AND THE STATION.
 TR1137'
 TR1137'STATIONS FROST AND DEVILS MOUNTAIN VISIBLE FROM THE GROUND.
 TR1137'
 TR1137'A 15-FOOT STAND WAS USED.
 TR1137
 TR1137                          STATION RECOVERY (1942)
 TR1137
 TR1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCP)
 TR1137'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY, HOWEVER, SOME
 TR1137'SMALL CHANGES WERE FOUND IN THE MEASUREMENT OF THE REFERENCE MARKS.
 TR1137'
 TR1137'STATION IS ON THE FIRST PROMINENT POINT E OF UTSALADDY, THE
 TR1137'NORTHWESTERN TIP OF THE POINT, KNOWN AS BROWNS POINT.  THE POINT IS
 TR1137'ABOUT 4 MILES W OF STANWOOD.  STATION IS ABOUT 25 METERS W OF WHERE
 TR1137'THE TREES ON THE POINT BREAK BACK FROM THE HIGH-WATER LINE, ABOUT
 TR1137'6 METERS FROM THE TREE LINE, AT THE FOOT OF A TRAIL LEADING TO
 TR1137'THE BEACH.  ON THE HIGH-WATER LINE, ABOUT IN THE CENTER OF A
 TR1137'LOG-DRIFT HALFWAY BETWEEN THE EDGE OF THE PEBBLE BEACH AND THE
 TR1137'TIMBER LINE.
 TR1137'
 TR1137'STATION AND REFERENCE MARKS NOS.1 AND 2 ARE BRONZE DISKS SET IN
 TR1137'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 TR1137'
 TR1137'STATION MARK IS STAMPED BROWN 2 1924.
 TR1137'
 TR1137'REFERENCE MARK NO.1 IS E AND ABOUT 1 FOOT LOWER THAN THE STATION
 TR1137'MARK.  IT IS STAMPED BROWN 2 1 1924.
 TR1137'
 TR1137'REFERENCE MARK NO.2 IS SW AND ABOUT 1 FOOT LOWER THAN THE STATION
 TR1137'MARK.  IT IS STAMPED BROWN 2 2 1924.
 TR1137'
 TR1137'REFERENCE MARK NO.3 WAS SEARCHED FOR BUT NOT FOUND.
 TR1137'
 TR1137'NO AZIMUTH MARK SET FOR THIS STATION.
 TR1137'
 TR1137'TO REACH FROM STOP LIGHT IN WEST STANWOOD, GO S A BLOCK THEN
 TR1137'WESTWARD ON MAIN OILED HIGHWAY FOR 2.3 MILES TO CAMANO ISLAND HALL,
 TR1137'LEFT SIDE OF HIGHWAY (SIGN BROWNS POINT), TURN RIGHT, FOLLOWING
 TR1137'MAIN-TRAVELED ROAD N AND W FOR 3.2 MILES TO A ROAD LEADING
 TR1137'NORTHWARD (SIGN BROWNS POINT).  TURN RIGHT, N, AND FOLLOW
 TR1137'MAIN-TRAVELED ROAD 0.8 MILE TO THE END OF THE ROAD AT A GARAGE
 TR1137'NEAR A LARGE FRAME HOUSE ON THE SUMMIT OF THE POINT, WHICH IS END
 TR1137'OF TRUCK TRAVEL.  FOLLOW A WELL-DEFINED TRAIL NORTHWARD THROUGH
 TR1137'THE TIMBER TO THE FOOT OF THE POINT AND THE STATION.
 TR1137
 TR1137                          STATION RECOVERY (1955)
 TR1137
 TR1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JDE)
 TR1137'ON AUGUST 31, 1955, I SEARCHED THE AREA ON BROWN POINT, CAMANO
 TR1137'ISLAND, WASHINGTON, I FOUND TRIANGULATION STATION BROWN 2 1924
 TR1137'WASHED UP ON THE BEACH AND SOMEONE HAD ROLLED THE MONUMENT ABOVE
 TR1137'HIGH TIDE MARK.  THE MONUMENT IS 10 IN X 10 IN X ABOUT 36 IN
 TR1137'CONCRETE WITH A BRONZE MARKER STAMPED BROWN 2 1924.  IN THREE
 TR1137'HOURS SEARCHING, WE COULD FIND NO REFERENCE MARKS.
 TR1137'
 TR1137'TRIANGULATION STATION DISK STAMPED BROWN 2 1924 RECEIVED 10/3/55.
 TR1137
 TR1137                          STATION RECOVERY (1960)
 TR1137
 TR1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1137'A TWO AND A HALF HOUR SEARCH OF THE POINT AND THE SURROUNDING AREA
 TR1137'FAILED TO REVEAL ANY TRACE OF THE STATION.  RESIDENTS STATE THAT
 TR1137'THE ENTIRE BEACH HAS CHANGED DUE TO STORMS AND THAT THE TREE LINE
 TR1137'IS 20 TO 60 FEET BACK OF WHERE IT WAS IN 1939.  ONE RESIDENT
 TR1137'STATED THAT HE HAD SEEN A MARKER ABOUT TWO YEARS AGO BUT HAD NOT
 TR1137'SEEN IT AFTER SOME BULLDOZING WAS DONE TO CLEAR THE BEACH.  THE
 TR1137'STATION HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2747 ***********************************************************************
 SY2747  DESIGNATION -  BROWN POINT LIGHTHOUSE
 SY2747  PID         -  SY2747
 SY2747  STATE/COUNTY-  WA/PIERCE
 SY2747  USGS QUAD   -  TACOMA NORTH (1994)
 SY2747
 SY2747                         *CURRENT SURVEY CONTROL
 SY2747  ___________________________________________________________________
 SY2747* NAD 83(1991)-  47 18 21.27736(N)    122 26 39.34964(W)     ADJUSTED  
 SY2747* NAVD 88     -                                                        
 SY2747  ___________________________________________________________________
 SY2747  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 SY2747  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2747
 SY2747  HORZ ORDER  -  THIRD
 SY2747
 SY2747.The horizontal coordinates were established by classical geodetic methods
 SY2747.and adjusted by the National Geodetic Survey in December 1991..
 SY2747
 SY2747
 SY2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2747
 SY2747.The geoid height was determined by GEOID03.
 SY2747
 SY2747;                    North         East     Units Scale Factor Converg.
 SY2747;SPC WA S     -   221,073.160   352,988.995   MT  0.99999384   -1 24 44.3
 SY2747;SPC WA S     -   725,304.19  1,158,098.06   sFT  0.99999384   -1 24 44.3
 SY2747;SPC WA N     -    35,287.113   378,183.936   MT  1.00004185   -1 11 57.7
 SY2747;SPC WA N     -   115,771.14  1,240,758.46   sFT  1.00004185   -1 11 57.7
 SY2747;UTM  10      - 5,239,309.473   542,008.359   MT  0.99962169   +0 24 30.5
 SY2747
 SY2747                          SUPERSEDED SURVEY CONTROL
 SY2747
 SY2747  NAD 83(1986)-  47 18 21.27161(N)    122 26 39.36679(W) AD(       ) 4
 SY2747  NAD 27      -  47 18 21.91700(N)    122 26 34.91500(W) AD(       ) 3
 SY2747
 SY2747.Superseded values are not recommended for survey control.
 SY2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2747.See file dsdata.txt to determine how the superseded data were derived.
 SY2747
 SY2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4200839309(NAD 83)
 SY2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY2747+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 SY2747
 SY2747  HISTORY     - Date     Condition        Report By
 SY2747  HISTORY     - 1935     MONUMENTED       CGS
 SY2747  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2747  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY2747  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY2747  HISTORY     - 1978     GOOD             NOS
 SY2747  HISTORY     - 1988     GOOD             USPSQD
 SY2747  HISTORY     - 20041120 GOOD             USPSQD
 SY2747
 SY2747                          STATION DESCRIPTION
 SY2747
 SY2747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2747'LIGHTHOUSE - WHITE TOWER - REBUILT IN 1933 - ON BROWNS POINT, E
 SY2747'ENTRANCE TO TACOMA HARBOR.
 SY2747
 SY2747                          STATION RECOVERY (1963)
 SY2747
 SY2747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2747'RECOVERED AS DESCRIBED BY S.G. IN 1935, IN THE DESCRIPTION OF BROWN.
 SY2747'THE TOWER IS ABOUT 35 FEET HIGH, HAS A DOOR IN THE EAST SIDE, A
 SY2747'WINDOW IN EACH SIDE ABOUT 25 FEET ABOVE THE GROUND WITH A SECOND
 SY2747'WINDOW ON THE WEST SIDE ABOUT 8 FEET ABOVE GROUND.  THERE ARE FOG
 SY2747'HORNS MOUNTED ON THE TOP, NEAR THE NORTHWEST CORNER.
 SY2747
 SY2747                          STATION RECOVERY (1974)
 SY2747
 SY2747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (MHF)
 SY2747'THE STATION, THE COAST GUARD LIGHTHOUSE, WAS RECOVERED AS DESCRIBED.
 SY2747'
 SY2747'THE KEY TO THIS LIGHTHOUSE CAN BE OBTAINED FROM THE RESIDENT OF THE
 SY2747'WHITE HOUSE ON THE GROUNDS DIRECTLY BEHIND THE LIGHTHOUSE.
 SY2747'
 SY2747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2.0 MILES NORTH OF
 SY2747'DOWNTOWN TACOMA.
 SY2747
 SY2747                          STATION RECOVERY (1976)
 SY2747
 SY2747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY2747'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1963.
 SY2747'IT IS DESIGNATED AS NO. 2348 IN THE PUBLICATION LIGHT LIST, VOLUME
 SY2747'111, PACIFIC COAST AND PACIFIC ISLANDS, 1976.
 SY2747'
 SY2747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES NORTHEAST
 SY2747'OF TACOMA.
 SY2747
 SY2747                          STATION RECOVERY (1978)
 SY2747
 SY2747'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY2747'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 SY2747
 SY2747                          STATION RECOVERY (1988)
 SY2747
 SY2747'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2747'RECOVERED IN GOOD CONDITION.
 SY2747
 SY2747                          STATION RECOVERY (2004)
 SY2747
 SY2747'RECOVERY NOTE BY US POWER SQUADRON 2004 (BKK)
 SY2747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2763 ***********************************************************************
 SY2763  DESIGNATION -  BROWN RM 2
 SY2763  PID         -  SY2763
 SY2763  STATE/COUNTY-  WA/PIERCE
 SY2763  USGS QUAD   -  TACOMA NORTH (1994)
 SY2763
 SY2763                         *CURRENT SURVEY CONTROL
 SY2763  ___________________________________________________________________
 SY2763* NAD 83(1991)-  47 18 21.30992(N)    122 26 38.32751(W)     ADJUSTED  
 SY2763* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY2763  ___________________________________________________________________
 SY2763  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 SY2763  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2763
 SY2763  HORZ ORDER  -  THIRD
 SY2763
 SY2763.The horizontal coordinates were established by classical geodetic methods
 SY2763.and adjusted by the National Geodetic Survey in December 1991..
 SY2763
 SY2763.The orthometric height was scaled from a topographic map.
 SY2763
 SY2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2763
 SY2763.The geoid height was determined by GEOID03.
 SY2763
 SY2763;                    North         East     Units Scale Factor Converg.
 SY2763;SPC WA S     -   221,073.636   353,010.484   MT  0.99999384   -1 24 43.6
 SY2763;SPC WA S     -   725,305.75  1,158,168.56   sFT  0.99999384   -1 24 43.6
 SY2763;SPC WA N     -    35,287.669   378,205.424   MT  1.00004185   -1 11 57.0
 SY2763;SPC WA N     -   115,772.96  1,240,828.96   sFT  1.00004185   -1 11 57.0
 SY2763;UTM  10      - 5,239,310.631   542,029.814   MT  0.99962171   +0 24 31.2
 SY2763
 SY2763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2763!SPC WA S     -   1.00000291  x   0.99999384  =   0.99999675
 SY2763!SPC WA N     -   1.00000291  x   1.00004185  =   1.00004476
 SY2763!UTM  10      -   1.00000291  x   0.99962171  =   0.99962462
 SY2763
 SY2763                          SUPERSEDED SURVEY CONTROL
 SY2763
 SY2763  NAD 83(1986)-  47 18 21.30364(N)    122 26 38.34155(W) AD(       ) 3
 SY2763  NAD 27      -  47 18 21.95102(N)    122 26 33.89063(W) AD(       ) 3
 SY2763
 SY2763.Superseded values are not recommended for survey control.
 SY2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2763.See file dsdata.txt to determine how the superseded data were derived.
 SY2763
 SY2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4203039311(NAD 83)
 SY2763_MARKER: DR = REFERENCE MARK DISK
 SY2763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2763_SP_SET: CONCRETE POST
 SY2763_STAMPING: BROWN 1921 NO 2 1973
 SY2763_MARK LOGO: CGS   
 SY2763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY2763+STABILITY: SURFACE MOTION
 SY2763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY2763+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 SY2763
 SY2763  HISTORY     - Date     Condition        Report By
 SY2763  HISTORY     - UNK      MONUMENTED
 SY2763  HISTORY     - 19900103 GOOD             NGS
 SY2763  HISTORY     - 20041120 GOOD             USPSQD
 SY2763
 SY2763                          STATION DESCRIPTION
 SY2763
 SY2763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SY2763'THE STATION IS LOCATED ABOUT 53.1 KM (33.0 MI) EAST OF SHELTON, 38.6
 SY2763'KM (24.0 MI) SOUTH OF SEATTLE, 37.0 KM (23.0 MI) SOUTHEAST OF PORT
 SY2763'ORCHARD, ON THE NORTHEAST SHORELINE OF COMMENCEMENT BAY, NEAR THE
 SY2763'BROWNS POINT LIGHT HOUSE IN TACOMA AND ON PARK LAND.
 SY2763'TO REACH FROM EXIT 137 ON INTERSTATE HIGHWAY 5 AT FIFE, GO NORTH ON
 SY2763'54TH AVENUE EAST FOR 1.93 KM (1.20 MI) TO THE INTERSECTION OF MARINE
 SY2763'VIEW DRIVE.  TURN RIGHT AND GO NORTHEAST ON MARINE VIEW DRIVE FOR
 SY2763'2.90 KM (1.80 MI) TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH ON
 SY2763'MARINE VIEW DRIVE FOR 4.51 KM (2.80 MI) TO A SIDE ROAD LEFT.  TURN
 SY2763'LEFT AND GO WEST ON LE-LOW0WA PLACE FOR 0.64 KM (0.40 MI) TO A FORK.
 SY2763'TAKE THE RIGHT FORK AND GO NORTH ON TOK-A-LOU PLACE FOR 0.48 KM
 SY2763'(0.30 MI) TO THE BROWNS POINT PARK ON THE LEFT.  TURN LEFT AND GO
 SY2763'WEST ON THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO THE PARK PAVILLION
 SY2763'AND THE END OF TRUCK TRAVEL.  WALK NORTH FOR ABOUIT 76 M (249.3 FT)
 SY2763'TO THE LIGHT HOUSE AND THE STATION.
 SY2763'THE MARK IS SET IN A DRILL HOLE IN A CONCRETE ANCHOR BLOCK THAT IS
 SY2763'FLUSH WITH THE GROUND SURFACE.  IT IS 27.555 M (90.403 FT) NORTHEAST
 SY2763'OF STATION BROWN 1921, 18.1 M (59.4 FT) EAST-NORTHEAST OF THE
 SY2763'NORTHWEST CORNER OF THE BASE OF THE LIOGHT HOUSE, 7.5 M (24.6 FT)
 SY2763'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE BUILDING AND
 SY2763'6.7 M (22.0 FT) SOUTHEAST OF A WOODEN FENCE.
 SY2763
 SY2763                          STATION RECOVERY (2004)
 SY2763
 SY2763'RECOVERY NOTE BY US POWER SQUADRON 2004 (BKK)
 SY2763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2356 ***********************************************************************
 SY2356  DESIGNATION -  BROWN TANK
 SY2356  PID         -  SY2356
 SY2356  STATE/COUNTY-  WA/KING
 SY2356  USGS QUAD   -  DES MOINES (1995)
 SY2356
 SY2356                         *CURRENT SURVEY CONTROL
 SY2356  ___________________________________________________________________
 SY2356* NAD 83(1991)-  47 28 04.99661(N)    122 15 45.76906(W)     ADJUSTED  
 SY2356* NAVD 88     -                                                        
 SY2356  ___________________________________________________________________
 SY2356  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 SY2356  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SY2356
 SY2356  HORZ ORDER  -  THIRD
 SY2356
 SY2356.The horizontal coordinates were established by classical geodetic methods
 SY2356.and adjusted by the National Geodetic Survey in December 1991..
 SY2356
 SY2356
 SY2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2356
 SY2356.The geoid height was determined by GEOID03.
 SY2356
 SY2356;                    North         East     Units Scale Factor Converg.
 SY2356;SPC WA N     -    53,040.171   392,245.617   MT  1.00000611   -1 03 51.1
 SY2356;SPC WA N     -   174,015.96  1,286,892.50   sFT  1.00000611   -1 03 51.1
 SY2356;UTM  10      - 5,257,442.893   555,561.110   MT  0.99963794   +0 32 36.0
 SY2356
 SY2356                          SUPERSEDED SURVEY CONTROL
 SY2356
 SY2356  NAD 83(1986)-  47 28 04.98972(N)    122 15 45.77815(W) AD(       ) 4
 SY2356  NAD 27      -  47 28 05.62300(N)    122 15 41.34300(W) AD(       ) 3
 SY2356
 SY2356.Superseded values are not recommended for survey control.
 SY2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2356.See file dsdata.txt to determine how the superseded data were derived.
 SY2356
 SY2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5556157443(NAD 83)
 SY2356
 SY2356  HISTORY     - Date     Condition        Report By
 SY2356  HISTORY     - UNK      MONUMENTED
 SY2356  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY2356  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SY2356  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2356
 SY2356                          STATION DESCRIPTION
 SY2356
 SY2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY2356'TANK HAS BEEN REMOVED BUT TOWER REMAINS.  TOWER IS ON TOP OF HILL
 SY2356'S OF THE END OF FIFTY-SEVENTH AVENUE S.
 SY2356'
 SY2356'STATION USED FOR PHOTO CONTROL.
 SY2356
 SY2356                          STATION RECOVERY (1946)
 SY2356
 SY2356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JPE)
 SY2356'THE BASE OF THE TANK WAS RECOVERED.  THE TOP HAS BEEN REMOVED.
 SY2356
 SY2356                          STATION RECOVERY (1963)
 SY2356
 SY2356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2356'THE TANK AND THE STRUCTURE WHICH SUPPORTED IT ARE BOTH GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3622 ***********************************************************************
 SY3622  DESIGNATION -  BROWN TOWER IN FIELD
 SY3622  PID         -  SY3622
 SY3622  STATE/COUNTY-  WA/KING
 SY3622  USGS QUAD   -  AUBURN (1994)
 SY3622
 SY3622                         *CURRENT SURVEY CONTROL
 SY3622  ___________________________________________________________________
 SY3622* NAD 83(1991)-  47 37 12.62853(N)    122 13 15.71182(W)     ADJUSTED  
 SY3622* NAVD 88     -                                                        
 SY3622  ___________________________________________________________________
 SY3622  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 SY3622  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SY3622
 SY3622  HORZ ORDER  -  THIRD
 SY3622
 SY3622.The horizontal coordinates were established by classical geodetic methods
 SY3622.and adjusted by the National Geodetic Survey in December 1991..
 SY3622
 SY3622
 SY3622.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3622
 SY3622.The geoid height was determined by GEOID03.
 SY3622
 SY3622;                    North         East     Units Scale Factor Converg.
 SY3622;SPC WA N     -    69,892.699   395,692.486   MT  0.99997975   -1 01 59.4
 SY3622;SPC WA N     -   229,306.30  1,298,201.10   sFT  0.99997975   -1 01 59.4
 SY3622;UTM  10      - 5,274,379.540   558,532.656   MT  0.99964210   +0 34 31.6
 SY3622
 SY3622                          SUPERSEDED SURVEY CONTROL
 SY3622
 SY3622  NAD 83(1986)-  47 37 12.62164(N)    122 13 15.71830(W) AD(       ) 4
 SY3622  NAD 27      -  47 37 13.29000(N)    122 13 11.26000(W) AD(       ) 3
 SY3622
 SY3622.Superseded values are not recommended for survey control.
 SY3622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3622.See file dsdata.txt to determine how the superseded data were derived.
 SY3622
 SY3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5853374380(NAD 83)
 SY3622
 SY3622  HISTORY     - Date     Condition        Report By
 SY3622  HISTORY     - 1919     MONUMENTED       CGS
 SY3622  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 SY3622
 SY3622                          STATION DESCRIPTION
 SY3622
 SY3622'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3622'HIGHEST POINT, USE OF TOWER NOT KNOWN.
 SY3622
 SY3622                          STATION RECOVERY (1995)
 SY3622
 SY3622'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY3622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4253 ***********************************************************************
 SY4253  DESIGNATION -  BROWN TOWER PIPE
 SY4253  PID         -  SY4253
 SY4253  STATE/COUNTY-  WA/KING
 SY4253  USGS QUAD   -  POVERTY BAY (1994)
 SY4253
 SY4253                         *CURRENT SURVEY CONTROL
 SY4253  ___________________________________________________________________
 SY4253* NAD 83(1991)-  47 35 31.50881(N)    122 15 10.00130(W)     ADJUSTED  
 SY4253* NAVD 88     -                                                        
 SY4253  ___________________________________________________________________
 SY4253  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 SY4253  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY4253
 SY4253  HORZ ORDER  -  THIRD
 SY4253
 SY4253.The horizontal coordinates were established by classical geodetic methods
 SY4253.and adjusted by the National Geodetic Survey in December 1991..
 SY4253
 SY4253
 SY4253.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4253
 SY4253.The geoid height was determined by GEOID03.
 SY4253
 SY4253;                    North         East     Units Scale Factor Converg.
 SY4253;SPC WA N     -    66,813.821   393,248.858   MT  0.99998410   -1 03 24.5
 SY4253;SPC WA N     -   219,205.01  1,290,183.96   sFT  0.99998410   -1 03 24.5
 SY4253;UTM  10      - 5,271,234.354   556,177.224   MT  0.99963878   +0 33 06.2
 SY4253
 SY4253                          SUPERSEDED SURVEY CONTROL
 SY4253
 SY4253  NAD 83(1986)-  47 35 31.50299(N)    122 15 10.00666(W) AD(       ) 4
 SY4253  NAD 27      -  47 35 32.15000(N)    122 15 05.56000(W) AD(       ) 3
 SY4253
 SY4253.Superseded values are not recommended for survey control.
 SY4253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4253.See file dsdata.txt to determine how the superseded data were derived.
 SY4253
 SY4253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5617771234(NAD 83)
 SY4253
 SY4253  HISTORY     - Date     Condition        Report By
 SY4253  HISTORY     - 1919     MONUMENTED       CGS
 SY4253  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4253
 SY4253                          STATION DESCRIPTION
 SY4253
 SY4253'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY4253'STATION IS THE TOP OF PIPE ON SQUARE SHINGLED ROOF TOWER,
 SY4253'APPARENTLY CONTAINING LIGHTING SYSTEM FOR LARGE HOUSE.
 SY4253
 SY4253                          STATION RECOVERY (1963)
 SY4253
 SY4253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4253'AN INSPECTION WAS MADE OF THE AREA INDICATED ON TRIANGULATION
 SY4253'DIAGRAM NO. 6449 AND NOTHING FITTING THE DESCRIPTION WAS
 SY4253'FOUND.  STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2492 ***********************************************************************
 SC2492  DESIGNATION -  BRUCE
 SC2492  PID         -  SC2492
 SC2492  STATE/COUNTY-  WA/PACIFIC
 SC2492  USGS QUAD   -  BAY CENTER (1994)
 SC2492
 SC2492                         *CURRENT SURVEY CONTROL
 SC2492  ___________________________________________________________________
 SC2492* NAD 83(1991)-  46 40 42.50482(N)    123 54 56.62250(W)     ADJUSTED  
 SC2492* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 SC2492  ___________________________________________________________________
 SC2492  LAPLACE CORR-          17.56  (seconds)                    DEFLEC99
 SC2492  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 SC2492
 SC2492  HORZ ORDER  -  THIRD
 SC2492
 SC2492.The horizontal coordinates were established by classical geodetic methods
 SC2492.and adjusted by the National Geodetic Survey in December 1991..
 SC2492
 SC2492.The orthometric height was scaled from a topographic map.
 SC2492
 SC2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2492
 SC2492.The geoid height was determined by GEOID03.
 SC2492
 SC2492;                    North         East     Units Scale Factor Converg.
 SC2492;SPC WA S     -   155,169.741   238,762.670   MT  0.99991592   -2 28 52.2
 SC2492;SPC WA S     -   509,086.06    783,340.53   sFT  0.99991592   -2 28 52.2
 SC2492;UTM  10      - 5,169,842.235   429,964.849   MT  0.99966029   -0 39 58.4
 SC2492
 SC2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2492!SPC WA S     -   1.00000053  x   0.99991592  =   0.99991645
 SC2492!UTM  10      -   1.00000053  x   0.99966029  =   0.99966082
 SC2492
 SC2492:                Primary Azimuth Mark                     Grid Az
 SC2492:SPC WA S     -  BLACK BEACON 1                           030 33 44.3
 SC2492:UTM  10      -  BLACK BEACON 1                           028 44 50.5
 SC2492
 SC2492|---------------------------------------------------------------------|
 SC2492| PID    Reference Object                     Distance      Geod. Az  |
 SC2492|                                                           dddmmss.s |
 SC2492| SC2537 BLACK BEACON 1                      APPROX. 3.0 KM 0280452.1 |
 SC2492| SC2493 BRUCE 2                               4.348 METERS 10939     |
 SC2492| CE2973 BRUCE WM 1                           10.980 METERS 11610     |
 SC2492| CE2974 BRUCE WM 2                            8.920 METERS 16227     |
 SC2492| SC2544 WHARF HOUSE CENTER                  APPROX. 1.9 KM 2521507.6 |
 SC2492| SD0497 WILLAPA BAY LIGHTHOUSE              APPROX.12.8 KM 2900743.3 |
 SC2492| SC2560 TOKE                                APPROX. 4.9 KM 3072212.7 |
 SC2492| SC2561 POLE                                APPROX. 2.0 KM 3185111.8 |
 SC2492| SC2531 BEACON R 2                          APPROX. 1.8 KM 3263231.5 |
 SC2492| SC2563 SHELL                               APPROX. 4.5 KM 3411507.9 |
 SC2492|---------------------------------------------------------------------|
 SC2492
 SC2492                          SUPERSEDED SURVEY CONTROL
 SC2492
 SC2492  NAD 83(1991)-  46 40 42.50310(N)    123 54 56.62238(W) AD(       ) 3
 SC2492  NAD 83(1986)-  46 40 42.50317(N)    123 54 56.60917(W) AD(       ) 3
 SC2492  NAD 27      -  46 40 43.14750(N)    123 54 52.00059(W) AD(       ) 3
 SC2492
 SC2492.Superseded values are not recommended for survey control.
 SC2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2492.See file dsdata.txt to determine how the superseded data were derived.
 SC2492
 SC2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2996569842(NAD 83)
 SC2492
 SC2492  HISTORY     - Date     Condition        Report By
 SC2492  HISTORY     - 1911     MONUMENTED       CGS
 SC2492  HISTORY     - 1922     SEE DESCRIPTION  CGS
 SC2492
 SC2492                          STATION DESCRIPTION
 SC2492
 SC2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (RBD)
 SC2492'STATION IS ON THE OPPOSITE SIDE OF THE BAY FROM TOKE POINT, IN AN
 SC2492'EASTERLY DIRECTION.  IT IS ON THE HIGH BLUFF SEVERAL HUNDRED METERS
 SC2492'SW OF THE VILLAGE OF BRUCEPORT.  THE STATION IS ON THE TOP OF THE
 SC2492'SHARP BLUFF WHICH PROJECTS OUT LIKE THE PROW OF A SHIP.  IT IS
 SC2492'ABOUT 3 METERS FROM THE EDGE OF THIS BLUFF.
 SC2492'
 SC2492'STATION IS MARKED BY A ONE-PINT, DARK-RED GLASS BEER BOTTLE SET
 SC2492'IN CEMENT 3-1/2 FEET BELOW THE SURFACE.  ABOUT 6 INCHES ABOVE THE
 SC2492'BOTTLE IS A 1-INCH GALVANIZED-IRON PIPE 2-1/2 FEET LONG.  A BLOCK
 SC2492'OF CEMENT WAS FORMED AROUND THE PIPE.  THE UPPER END OF THE PIPE
 SC2492'PROJECTS 2 INCHES ABOVE THE SURFACE.
 SC2492'
 SC2492'REFERENCE MARK NO.1 IS A TRIANGLE, 2 FEET FROM THE GROUND, CUT IN A
 SC2492'BEECH TREE 1 FOOT IN DIAMETER.  THE TRIANGLE IS 4 INCHES ON A SIDE
 SC2492'AND HAS A LARGE WIRE SPIKE DRIVEN IN ITS CENTER.  THIS MARK IS
 SC2492'10.98 METERS DISTANT FROM THE STATION AND 172 DEG 14 MIN 20 SEC IN
 SC2492'AZIMUTH FROM FISHER AT THE CENTER OF STATION.
 SC2492'
 SC2492'REFERENCE MARK NO.2 IS A DUPLICATE TRIANGLE CUT 2 FEET FROM THE
 SC2492'GROUND, IN A BIRCH TREE 1-1/2 FEET IN DIAMETER.  THIS MARK IS 8.92
 SC2492'METERS DISTANT AND 218 DEG 31 MIN 45 SEC IN AZIMUTH FROM FISHER AT
 SC2492'CENTER OF STATION.
 SC2492
 SC2492                          STATION RECOVERY (1922)
 SC2492
 SC2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SC2492'STATION WAS RECOVERED AS DESCRIBED.  THE BLUFF HERE HAS WASHED
 SC2492'AWAY SO THAT THE STATION MARK IS ON THE VERGE OF FALLING OFF.  A
 SC2492'NEW STATION BRUCE 2 WAS ESTABLISHED FURTHER IN ON MORE SOLID
 SC2492'GROUND, AND LOCATED BY TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1696 ***********************************************************************
 RZ1696  DESIGNATION -  BRUCE
 RZ1696  PID         -  RZ1696
 RZ1696  STATE/COUNTY-  WA/COLUMBIA
 RZ1696  USGS QUAD   -  CAHILL MTN (1995)
 RZ1696
 RZ1696                         *CURRENT SURVEY CONTROL
 RZ1696  ___________________________________________________________________
 RZ1696* NAD 83(1991)-  46 21 38.92032(N)    117 49 43.85917(W)     ADJUSTED  
 RZ1696* NAVD 88     -       899.4    (meters)    2951.     (feet)  VERTCON   
 RZ1696  ___________________________________________________________________
 RZ1696  LAPLACE CORR-          11.04  (seconds)                    DEFLEC99
 RZ1696  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 RZ1696
 RZ1696  HORZ ORDER  -  SECOND
 RZ1696
 RZ1696.The horizontal coordinates were established by classical geodetic methods
 RZ1696.and adjusted by the National Geodetic Survey in December 1991..
 RZ1696
 RZ1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1696
 RZ1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1696
 RZ1696.The geoid height was determined by GEOID03.
 RZ1696
 RZ1696;                    North         East     Units Scale Factor Converg.
 RZ1696;SPC WA S     -   117,683.745   705,511.767   MT  0.99992222   +1 56 25.1
 RZ1696;SPC WA S     -   386,100.75  2,314,666.52   sFT  0.99992222   +1 56 25.1
 RZ1696;UTM  11      - 5,134,471.136   436,238.791   MT  0.99964997   -0 35 59.5
 RZ1696
 RZ1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1696!SPC WA S     -   0.99986204  x   0.99992222  =   0.99978427
 RZ1696!UTM  11      -   0.99986204  x   0.99964997  =   0.99951206
 RZ1696
 RZ1696|---------------------------------------------------------------------|
 RZ1696| PID    Reference Object                     Distance      Geod. Az  |
 RZ1696|                                                           dddmmss.s |
 RZ1696| CF4582 BRUCE RM 1                          153.071 METERS 23037     |
 RZ1696| CF4581 BRUCE AZ MK                                        2642625.6 |
 RZ1696| RZ1697 BRUCE                                 5.030 METERS 31625     |
 RZ1696|---------------------------------------------------------------------|
 RZ1696
 RZ1696                          SUPERSEDED SURVEY CONTROL
 RZ1696
 RZ1696  NAD 83(1991)-  46 21 38.92235(N)    117 49 43.85900(W) AD(       ) 2
 RZ1696  NAD 83(1986)-  46 21 38.92690(N)    117 49 43.85355(W) AD(       ) 2
 RZ1696  NAD 27      -  46 21 39.40397(N)    117 49 40.11460(W) AD(       ) 2
 RZ1696  NGVD 29 (07/19/86)  898.4    (m)         2948.     (f) VERT ANG       
 RZ1696
 RZ1696.Superseded values are not recommended for survey control.
 RZ1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1696.See file dsdata.txt to determine how the superseded data were derived.
 RZ1696
 RZ1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM3623934471(NAD 83)
 RZ1696_MARKER: DS = TRIANGULATION STATION DISK
 RZ1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1696
 RZ1696  HISTORY     - Date     Condition        Report By
 RZ1696  HISTORY     - 1963     MONUMENTED       CGS
 RZ1696
 RZ1696                          STATION DESCRIPTION
 RZ1696
 RZ1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RZ1696'THE STATION IS IN A CULTIVATED FIELD ABOUT 8 MILES EAST-NORTHEAST
 RZ1696'OF DAYTON, 4 MILES SOUTH-SOUTHEAST OF TURNER, ON THE MOST EASTERLY
 RZ1696'AND HIGHEST OF THREE HILLS IN THE IMMEDIATE VICINITY.  IT IS ON
 RZ1696'LAND OWNED BY MR. O.H. WOODWARD WHO LIVES IN DAYTON.
 RZ1696'
 RZ1696'TO REACH THE STATION FROM THE COURT HOUSE IN DAYTON, GO
 RZ1696'NORTHEASTERLY ON U.S. HIGHWAY 410 FOR 3.5 MILES TO A PAVED ROAD
 RZ1696'ON THE RIGHT AT SIGN JOHNSON HOLLOW.  TURN RIGHT ON THE PAVED
 RZ1696'ROAD AND GO EASTERLY AS PER SIGN JOHNSON HOLLOW FOR 2.7 MILES TO
 RZ1696'A FORK, TAKE THE RIGHT FORK, SOUTH, ON GRAVELED ROAD FOR 1.4
 RZ1696'MILES TO A FORK.  TAKE THE LEFT FORK, CROSSING OVER SMALL BRIDGE
 RZ1696'AND CONTINUE EASTERLY ON GRAVELED ROAD FOR 1.25 MILES TO A
 RZ1696'FORK, TAKE THE LEFT FORK FOR 0.05 MILE TO A WIRE GATE ON THE
 RZ1696'RIGHT AND THE AZIMUTH MARK.  PASS THROUGH THE GATE AND GO
 RZ1696'EASTERLY ACROSS CULTIVATED FIELD FOR 0.8 MILE TO THE
 RZ1696'HIGHEST POINT OF THE MOST EASTERLY ONE OF THREE HILLS AND THE
 RZ1696'STATION.
 RZ1696'
 RZ1696'THE STATION MARK IS A STANDARD DISK, STAMPED BRUCE 1963, SET IN
 RZ1696'THE TOP OF A 12 INCH SQUARE CONCRETE POST 18 INCHES BELOW THE
 RZ1696'GROUND SURFACE.  IT IS ON THE HIGHEST POINT OF THE HILL.
 RZ1696'
 RZ1696'REFERENCE MARK 1 IS A BRONZE REFERENCE MARK DISK OF THE
 RZ1696'U.S. GEOLOGICAL SURVEY, STAMPED BRUCE NO 1 1936, SET IN THE TOP
 RZ1696'OF A 10 INCH ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS
 RZ1696'ABOUT 4 FEET LOWER THAN THE STATION.
 RZ1696'
 RZ1696'BRUCE (USGS) IS A BRONZE STATION MARK DISK OF THE U.S. GEOLOGICAL
 RZ1696'SURVEY, STAMPED BRUCE 1936, SET IN THE TOP OF A 10 INCH ROUND
 RZ1696'CONCRETE POST 10 INCHES BELOW THE GROUND SURFACE.  IT IS ABOUT 2
 RZ1696'FEET LOWER THAN THE STATION.
 RZ1696'
 RZ1696'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRUCE 1963, SET IN THE
 RZ1696'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 RZ1696'20 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD,
 RZ1696'8 FEET SOUTH OF THE CENTERLINE OF A DIRT FARM ROAD, 3.5 FEET
 RZ1696'EAST OF A METAL WITNESS POST AND 1.5 FEET SOUTH OF THE SOUTH GATE
 RZ1696'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1697 ***********************************************************************
 RZ1697  DESIGNATION -  BRUCE
 RZ1697  PID         -  RZ1697
 RZ1697  STATE/COUNTY-  WA/COLUMBIA
 RZ1697  USGS QUAD   -  CAHILL MTN (1995)
 RZ1697
 RZ1697                         *CURRENT SURVEY CONTROL
 RZ1697  ___________________________________________________________________
 RZ1697* NAD 83(1991)-  46 21 39.03831(N)    117 49 44.02141(W)     ADJUSTED  
 RZ1697* NAVD 88     -       899.     (meters)    2949.     (feet)  SCALED    
 RZ1697  ___________________________________________________________________
 RZ1697  LAPLACE CORR-          11.04  (seconds)                    DEFLEC99
 RZ1697  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 RZ1697
 RZ1697  HORZ ORDER  -  SECOND
 RZ1697
 RZ1697.The horizontal coordinates were established by classical geodetic methods
 RZ1697.and adjusted by the National Geodetic Survey in December 1991..
 RZ1697
 RZ1697.The orthometric height was scaled from a topographic map.
 RZ1697
 RZ1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1697
 RZ1697.The geoid height was determined by GEOID03.
 RZ1697
 RZ1697;                    North         East     Units Scale Factor Converg.
 RZ1697;SPC WA S     -   117,687.269   705,508.177   MT  0.99992222   +1 56 25.0
 RZ1697;SPC WA S     -   386,112.32  2,314,654.74   sFT  0.99992222   +1 56 25.0
 RZ1697;UTM  11      - 5,134,474.814   436,235.362   MT  0.99964998   -0 35 59.6
 RZ1697
 RZ1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1697!SPC WA S     -   0.99986210  x   0.99992222  =   0.99978434
 RZ1697!UTM  11      -   0.99986210  x   0.99964998  =   0.99951213
 RZ1697
 RZ1697                          SUPERSEDED SURVEY CONTROL
 RZ1697
 RZ1697  NAD 83(1991)-  46 21 39.04033(N)    117 49 44.02124(W) AD(       ) 2
 RZ1697  NAD 83(1986)-  46 21 39.04489(N)    117 49 44.01579(W) AD(       ) 2
 RZ1697  NAD 27      -  46 21 39.52196(N)    117 49 40.27683(W) AD(       ) 2
 RZ1697
 RZ1697.Superseded values are not recommended for survey control.
 RZ1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1697.See file dsdata.txt to determine how the superseded data were derived.
 RZ1697
 RZ1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM3623534475(NAD 83)
 RZ1697_MARKER: DD = SURVEY DISK
 RZ1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1697_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RZ1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1697
 RZ1697  HISTORY     - Date     Condition        Report By
 RZ1697  HISTORY     - 1936     MONUMENTED       CGS
 RZ1697  HISTORY     - 1964     GOOD             CGS
 RZ1697
 RZ1697                          STATION DESCRIPTION
 RZ1697
 RZ1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 RZ1697'THE STATION IS IN A CULTIVATED FIELD ABOUT 8 MILES EAST-NORTHEAST
 RZ1697'OF DAYTON, 4 MILES SOUTH-SOUTHEAST OF TURNER, ON THE MOST EASTERLY
 RZ1697'AND HIGHEST OF THREE HILLS IN THE IMMEDIATE VICINITY.  IT IS ON
 RZ1697'LAND OWNED BY MR. O.H. WOODWARD WHO LIVES IN DAYTON.
 RZ1697'
 RZ1697'BRUCE (USGS) IS A BRONZE STATION MARK DISK OF THE U.S. GEOLOGICAL
 RZ1697'SURVEY, STAMPED BRUCE 1936, SET IN THE TOP OF A CONCRETE POST 10
 RZ1697'INCHES IN DIAMETER AND 10 INCHES BELOW THE GROUND SURFACE.  IT IS
 RZ1697'ABOUT 2 FEET LOWER THAN TRIANGULATION STATION BRUCE.
 RZ1697'
 RZ1697'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BRUCE, THE
 RZ1697'DISTANCE BEING 16.50 FEET OR 5.030 METERS NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2493 ***********************************************************************
 SC2493  DESIGNATION -  BRUCE 2
 SC2493  PID         -  SC2493
 SC2493  STATE/COUNTY-  WA/PACIFIC
 SC2493  USGS QUAD   -  BAY CENTER (1994)
 SC2493
 SC2493                         *CURRENT SURVEY CONTROL
 SC2493  ___________________________________________________________________
 SC2493* NAD 83(1991)-  46 40 42.45748(N)    123 54 56.42983(W)     ADJUSTED  
 SC2493* NAVD 88     -        19.79   (+/-2cm)      64.9    (feet)  VERTCON   
 SC2493  ___________________________________________________________________
 SC2493  LAPLACE CORR-          17.56  (seconds)                    DEFLEC99
 SC2493  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 SC2493
 SC2493  HORZ ORDER  -  THIRD
 SC2493  VERT ORDER  -  THIRD ? (See Below)
 SC2493
 SC2493.The horizontal coordinates were established by classical geodetic methods
 SC2493.and adjusted by the National Geodetic Survey in December 1991..
 SC2493
 SC2493.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2493.The vertical order pertains to the NGVD 29 superseded value.
 SC2493
 SC2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2493
 SC2493.The geoid height was determined by GEOID03.
 SC2493
 SC2493;                    North         East     Units Scale Factor Converg.
 SC2493;SPC WA S     -   155,168.103   238,766.698   MT  0.99991592   -2 28 52.1
 SC2493;SPC WA S     -   509,080.68    783,353.74   sFT  0.99991592   -2 28 52.1
 SC2493;UTM  10      - 5,169,840.726   429,968.925   MT  0.99966028   -0 39 58.3
 SC2493
 SC2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2493!SPC WA S     -   1.00000058  x   0.99991592  =   0.99991650
 SC2493!UTM  10      -   1.00000058  x   0.99966028  =   0.99966086
 SC2493
 SC2493:                Primary Azimuth Mark                     Grid Az
 SC2493:SPC WA S     -  NORTH RIVER BEACON 14                    005 50 37.3
 SC2493:UTM  10      -  NORTH RIVER BEACON 14                    004 01 43.5
 SC2493
 SC2493|---------------------------------------------------------------------|
 SC2493| PID    Reference Object                     Distance      Geod. Az  |
 SC2493|                                                           dddmmss.s |
 SC2493| SC2533 NORTH RIVER BEACON 14               APPROX. 6.1 KM 0032145.2 |
 SC2493| SC2539 NORTH RIVER BEACON 12               APPROX. 5.8 KM 0052647.8 |
 SC2493| SC2541 NORTH RIVER BEACON 10               APPROX. 5.3 KM 0092122.0 |
 SC2493| SC2534 DOLPHIN                             APPROX. 1.9 KM 0101631.4 |
 SC2493| SC2575 WILLAPA RIVER LIGHT 13              APPROX. 2.5 KM 0115910.9 |
 SC2493| SC2540 NORTH RIVER LIGHT                   APPROX. 2.5 KM 0120039.5 |
 SC2493| SC2538 NORTH RIVER BEACON 2                APPROX. 3.3 KM 0122328.4 |
 SC2493| SC2536 NORTH RIVER BEACON 8                APPROX. 4.8 KM 0124931.0 |
 SC2493| SC2542 NORTH RIVER BEACON 4                APPROX. 3.8 KM 0134408.6 |
 SC2493| SC2543 NORTH RIVER BEACON 6                APPROX. 4.4 KM 0143521.8 |
 SC2493| SC2567 WILLAPA RIVER DOLPHIN 0             APPROX. 2.8 KM 0221329.9 |
 SC2493| SC2568 WILLAPA BAY BEACON 1                APPROX. 2.9 KM 0253004.7 |
 SC2493| SC2564 WILLAPA RIVER DOLPHIN 1             APPROX. 3.2 KM 0310038.1 |
 SC2493| SC2565 WILLAPA RIVER DOLPHIN 2             APPROX. 3.7 KM 0374518.0 |
 SC2493| SC2566 WILLAPA RIVER DOLPHIN 3             APPROX. 4.2 KM 0424816.3 |
 SC2493| SC2438 WILLAPA RIVER DOLPHIN 4             APPROX. 4.9 KM 0471009.4 |
 SC2493| SC2434 WILLAPA RIVER PILE                  APPROX. 5.1 KM 0484906.0 |
 SC2493| SC2437 WILLAPA BAY BEACON 4                APPROX. 4.5 KM 0490534.3 |
 SC2493| SC2428 WILLAPA RIVER DOLPHIN 6             APPROX. 5.5 KM 0502335.8 |
 SC2493| SC2431 WILLAPA RIVER RNG FRONT LIGHT       APPROX. 5.7 KM 0530330.6 |
 SC2493| SC2429 WILLAPA BAY BEACON 6                APPROX. 5.3 KM 0532252.3 |
 SC2493| SC2445 WILLAPA RIVER RNG REAR LIGHT        APPROX. 6.9 KM 0564821.3 |
 SC2493| SC2433 WILLAPA BAY BEACON 8                APPROX. 5.9 KM 0582232.3 |
 SC2493| CE2976 BRUCE 2 RM 2                          5.431 METERS 11630     |
 SC2493| CE2973 BRUCE WM 1                            6.663 METERS 12005     |
 SC2493| CE2975 BRUCE 2 RM 1                          5.889 METERS 19034     |
 SC2493| CE2974 BRUCE WM 2                            7.120 METERS 19127     |
 SC2493| SC2523 BAY CEN CUT OFF CHAN BEACON 14      APPROX. 3.3 KM 2331711.1 |
 SC2493| SC2518 BAY CEN CUT OFF CHAN BEACON 12      APPROX. 3.2 KM 2364331.7 |
 SC2493| SC2506 BAY CEN CUT OFF CHAN BEACON 10      APPROX. 2.9 KM 2400244.9 |
 SC2493| SC2532 BAY CEN CUT OFF CHAN BEACON 13      APPROX. 2.6 KM 2471442.5 |
 SC2493| SC2517 BAY CEN CUT OFF CHAN BEACON 11      APPROX. 2.5 KM 2484131.0 |
 SC2493| SC2528 BAY CEN CUT OFF CHAN BEACON 7       APPROX. 2.4 KM 2550720.3 |
 SC2493| SC2529 BAY CEN CUT OFF CHAN BEACON 5       APPROX. 2.4 KM 2573214.9 |
 SC2493| SC2535 BAY CEN CUT OFF CHAN BEACON 3       APPROX. 2.4 KM 2583402.5 |
 SC2493| SC2509 BAY CEN CUT OFF CHAN BEACON 1       APPROX. 2.1 KM 2602639.4 |
 SC2493| SC2504 BAY CEN CUT OFF CHAN BEACON 8       APPROX. 2.0 KM 2630940.0 |
 SC2493| SC2514 BAY CEN CUT OFF CHAN BEACON 6       APPROX. 1.6 KM 2654929.8 |
 SC2493| SC2524 CUTOFF CHAN BCN 4                   APPROX. 1.6 KM 2803608.6 |
 SC2493| SC2549 PILE                                APPROX. 3.6 KM 2841021.9 |
 SC2493| SD0493 COAST GUARD STA 308 LOOKOUT         APPROX.13.3 KM 2870711.0 |
 SC2493| SC2577 WILLAPA RIVER RNG R LT 4 1939       APPROX. 3.8 KM 2920445.3 |
 SC2493| SC2572 WILLAPA RIVER RNG R LIGHT 4         APPROX. 3.8 KM 2920501.9 |
 SC2493| SD0496 WILLAPA BAY LIGHT                   APPROX.13.3 KM 2931337.4 |
 SC2493| SC2573 WILLAPA RIVER W RANGE FRONT LT      APPROX. 3.4 KM 2963636.2 |
 SC2493| SC2571 WILLAPA RIV RNG F LIGHT 4           APPROX. 3.4 KM 2963731.2 |
 SC2493| SC2555 STUMP                               APPROX. 6.7 KM 3000720.7 |
 SC2493| SC2511 EVANS                               APPROX. 5.3 KM 3005507.6 |
 SC2493| SC0919 TOKELAND                            APPROX. 4.9 KM 3065051.7 |
 SC2493| SC2496 CEDAR RIVER FLATS LIGHT 1939        APPROX. 4.4 KM 3065929.3 |
 SC2493| SC2497 CEDAR RIVER FLATS LIGHT             APPROX. 4.4 KM 3070032.0 |
 SC2493| SC2550 TOKE POINT LIGHT                    APPROX. 4.4 KM 3082040.4 |
 SC2493| SC2562 RUSSELL CHANNEL LIGHT               APPROX. 1.9 KM 3250859.0 |
 SC2493| SC2570 WILLAPA RIVER LIGHT 8               APPROX. 1.8 KM 3250816.1 |
 SC2493| SC2574 WILLAPA BAY 2 LIGHT                 APPROX. 1.8 KM 3251030.2 |
 SC2493|---------------------------------------------------------------------|
 SC2493
 SC2493                          SUPERSEDED SURVEY CONTROL
 SC2493
 SC2493  NAD 83(1991)-  46 40 42.45576(N)    123 54 56.42971(W) AD(       ) 3
 SC2493  NAD 83(1986)-  46 40 42.45585(N)    123 54 56.41655(W) AD(       ) 3
 SC2493  NAD 27      -  46 40 43.10000(N)    123 54 51.80800(W) AD(       ) 3
 SC2493  NGVD 29 (07/19/86)   18.72   (m)           61.4    (f) LEVELING    3  
 SC2493
 SC2493.Superseded values are not recommended for survey control.
 SC2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2493.See file dsdata.txt to determine how the superseded data were derived.
 SC2493
 SC2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2996969841(NAD 83)
 SC2493_MARKER: Z = SEE DESCRIPTION
 SC2493_SETTING: 0 = UNSPECIFIED SETTING
 SC2493
 SC2493  HISTORY     - Date     Condition        Report By
 SC2493  HISTORY     - 1922     MONUMENTED       CGS
 SC2493  HISTORY     - 1935     SEE DESCRIPTION  USE
 SC2493  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SC2493  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2493  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SC2493  HISTORY     - 1965     SEE DESCRIPTION  RAYONI
 SC2493
 SC2493                          STATION DESCRIPTION
 SC2493
 SC2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SC2493'STATION IS ON THE OPPOSITE SIDE OF THE BAY FROM TOKE POINT, IN AN
 SC2493'EASTERLY DIRECTION.  IT IS ON THE HIGH BLUFF SEVERAL HUNDRED
 SC2493'METERS SW OF THE OLD VILLAGE OF BRUCEPORT.  THE STATION IS ON THE
 SC2493'TOP OF THE SHARP BLUFF WHICH PROJECTS OUT LIKE THE PROW OF A SHIP.
 SC2493'IT IS ABOUT 4 METERS FROM THE EDGE OF THIS BLUFF.
 SC2493'
 SC2493'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK OF
 SC2493'CEMENT 12 BY 12 BY 26 INCHES, SET VERTICALLY, AND PROJECTING 3
 SC2493'INCHES ABOVE THE SURFACE.
 SC2493'
 SC2493'THE UNDERGROUND MARK IS A CYLINDRICAL 1-QUART WHISKEY BOTTLE SET
 SC2493'NECK UP IN A MASS OF CONCRETE, THE NECK FLUSH WITH THE CONCRETE,
 SC2493'AND BURIED 2-1/2 FEET BELOW THE SURFACE OF THE GROUND.
 SC2493'
 SC2493'REFERENCE MARK NO.1 IS A TRIANGLE, 2 FEET FROM THE GROUND, CUT IN AN
 SC2493'ALDER TREE 1 FOOT IN DIAMETER.  THE TRIANGLE IS 4 INCHES ON A SIDE
 SC2493'AND HAS A LARGE WIRE SPIKE DRIVEN IN THE CENTER.
 SC2493'
 SC2493'REFERENCE MARK NO.2 IS A DUPLICATE TRIANGLE CUT 2 FEET FROM THE
 SC2493'GROUND IN A SPRUCE 1-1/2 FEET IN DIAMETER.
 SC2493'
 SC2493'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 SC2493
 SC2493                          STATION RECOVERY (1935)
 SC2493
 SC2493'RECOVERY NOTE BY US ENGINEERS 1935
 SC2493'STATION RECOVERED IN GOOD CONDITION.  DUE TO WEARING AWAY OF BLUFF ON
 SC2493'WHICH THE STATION IS LOCATED, THE STATION IS NOW ONLY ABOUT 2
 SC2493'METERS FROM EDGE OF BLUFF.  BOTH REFERENCE MARKS WERE RECOVERED.
 SC2493
 SC2493                          STATION RECOVERY (1939)
 SC2493
 SC2493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2493'STATION NOW DESCRIBED AS FOLLOWS--ON THE S SIDE OF WILLAPA BAY,
 SC2493'ABOUT DIRECTLY OPPOSITE THE ENTRANCE TO THE NORTH RIVER, AND ABOUT 1
 SC2493'MILE W OF BRUCEPORT STATE PARK.  THE STATION IS ON THE TOP OF THE
 SC2493'SHARP BLUFF WHICH PROJECTS OUT INTO THE BAY LIKE THE PROW OF A SHIP.
 SC2493'IT IS ABOUT 4 METERS FROM THE EDGE OF THE BLUFF.
 SC2493'
 SC2493'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  THEY ARE STANDARD BRONZE
 SC2493'DISKS SET IN CONCRETE IN 2 1/2-FOOT LENGTHS OF 4-INCH CAST-IRON
 SC2493'SOIL PIPES PROTRUDING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 SC2493'GROUND.
 SC2493
 SC2493                          STATION RECOVERY (1952)
 SC2493
 SC2493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2493'RECOVERED.  A COMPLETE DESCRIPTION FOLLOWS--
 SC2493'
 SC2493'ON THE S SIDE OF WILLAPA BAY, ABOUT DIRECTLY OPPOSITE THE ENTRANCE OF
 SC2493'THE NORTH RIVER AND ABOUT 1 MI. W OF BRUCEPORT PARK, ON TOP OF A
 SC2493'SHARP POINT PROJECTING NW INTO THE BAY, ABOUT 50 FT. ABOVE MEAN
 SC2493'HIGH-WATERLINE, ABOUT 12 FT. SE OF THE END OF THE TOP OF A BLUFF, 5
 SC2493'FT. NE OF THE EDGE OF A STEEP BLUFF, AND 6 FT. S-SW OF THE EDGE OF
 SC2493'OF A STEEP BLUFF, A STANDARD DISK (NOT STAMPED), SET IN THE TOP OF A
 SC2493'10- BY 10-IN. CONCRETE POST PROJECTING 8 IN.  GROUND IS A MAT OF
 SC2493'ROOTS AND IS VERY SHAKY.
 SC2493'
 SC2493'REFERENCE MARK 1 IS 1 FT. E OF THE EDGE OF THE BLUFF AND 4 FT. N OF
 SC2493'A 36-IN. SPRUCE TREE AT THE EDGE OF THE BLUFF, A CORPS OF ENGINEERS
 SC2493'U.S. ARMY MAP CONTROL STATION DISK WITH A CIRCLE AND HOLE AT THE
 SC2493'CENTER, STAMPED WITH AN ARROW POINTING TOWARD THE STATION AND R M NO
 SC2493'1, SET IN A CONCRETE POST PROJECTING 4 IN.
 SC2493'
 SC2493'REFERENCE MARK 2 IS 6 FT. S OF THE EDGE OF THE BLUFF AND 3 FT. W-NW
 SC2493'OF THE WITNESS MARK, THE SAME TYPE MARK AS REFERENCE MARK 1,
 SC2493'STAMPED WITH AN ARROW AND R M NO 2, AND SET IN A CONCRETE POST
 SC2493'PROJECTING 3 IN.
 SC2493'
 SC2493'WITNESS MARK IS ON THE W SIDE OF A 15-IN. ALDER, 7 FT. S OF THE
 SC2493'EDGE OF THE BLUFF, A TRIANGULAR BLAZE 5 FT. ABOVE THE GROUND.
 SC2493
 SC2493                          STATION RECOVERY (1954)
 SC2493
 SC2493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAG)
 SC2493'STATION RECOVERED.  NEW DESCRIPTION IS AS FOLLOWS--
 SC2493'
 SC2493'STATION IS ON TOP OF THE SHEER BLUFFS ON THE S SIDE OF THE WILLAPA
 SC2493'BAY ABOUT DUE S TO THE ENTRANCE TO THE NORTH RIVER, ABOUT 1 MI. W OF
 SC2493'BRUCEPORT STATE PARK, AND ABOUT 0.5 MI. NE OF STONY POINT.  THE
 SC2493'STATION IS 4 M. FROM THE EDGE OF A BLUFF, ON A SHARP BRUSH-COVERED
 SC2493'POINT WHICH PROJECTS OUT FROM THE GENERAL BLUFF LINE LIKE THE PROW OF
 SC2493'A SHIP.
 SC2493'
 SC2493'STATION MARK IS A STANDARD BRONZE DISK, SET IN A 12- BY 12-IN.
 SC2493'CONCRETE POST PROJECTING 8 IN. ABOVE THE GROUND.  MARK IS NOT
 SC2493'STAMPED.
 SC2493'
 SC2493'REFERENCE MARK 1 IS A U.S. ARMY, CORPS OF ENGINEERS, MAP CONTROL
 SC2493'DISK, SET IN A 5- BY 5-IN. CONCRETE POST PROJECTING 8 IN. ABOVE
 SC2493'THE GROUND.  IT IS STAMPED RM NO 1.  IT IS 2 FT. FROM THE EDGE OF
 SC2493'THE BLUFF.
 SC2493'
 SC2493'REFERENCE MARK 2 IS A U.S. ARMY, CORPS OF ENGINEERS, MAP CONTROL
 SC2493'DISK, SET IN A 5- BY 5-IN. CONCRETE POST PROJECTING 3 IN. ABOVE
 SC2493'THE GROUND.  IT IS STAMPED RM NO 2.
 SC2493'
 SC2493'STATION WAS NOT OCCUPIED.
 SC2493
 SC2493                          STATION RECOVERY (1965)
 SC2493
 SC2493'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1965
 SC2493'THE STATION SUBSURFACE MARK AND R.M. 1 ARE LOST HAVING BEEN
 SC2493'DESTROYED BY EROSION OF THE CLIFF.  R.M. 2 IS STILL FIRMLY IN
 SC2493'POSITION, BUT THE BANK HAS ERODED UNDER THE MARK AND IT WILL DROP
 SC2493'THROUGH TO THE BEACH SOON.
 SC2493'
 SC2493'THE STATION SIRE IS REACHED BY GOING 1.25 MILES WEST PAST BRUCEPORT
 SC2493'PARK ON U. S. HIGHWAY 101 TO THE FIRST SHARP CURVE TO THE LEFT.
 SC2493'PARK IN THE TURNOUT ON THE CURVE.  FOLLOW A BRUSHY TRAIL DOWN A
 SC2493'GULLY AND UP ACROSS A VERY BRUSHY FLAT TO THE STATION SITE.  THE
 SC2493'BLUFF LINE SWINGS FROM A SOUTHWEST-NORTHEAST DIRECTION TO A NEARLY
 SC2493'EAST WEST DIRECTION AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2350 ***********************************************************************
 SC2350  DESIGNATION -  BRUDEVOLD W T C 1953
 SC2350  PID         -  SC2350
 SC2350  STATE/COUNTY-  WA/PACIFIC
 SC2350  USGS QUAD   -  EAST OF RAYMOND (1994)
 SC2350
 SC2350                         *CURRENT SURVEY CONTROL
 SC2350  ___________________________________________________________________
 SC2350* NAD 83(1991)-  46 44 51.77969(N)    123 36 42.89768(W)     ADJUSTED  
 SC2350* NAVD 88     -       205.0    (meters)     673.     (feet)  VERTCON   
 SC2350  ___________________________________________________________________
 SC2350  LAPLACE CORR-           8.69  (seconds)                    DEFLEC99
 SC2350  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 SC2350
 SC2350  HORZ ORDER  -  SECOND
 SC2350
 SC2350.The horizontal coordinates were established by classical geodetic methods
 SC2350.and adjusted by the National Geodetic Survey in December 1991..
 SC2350
 SC2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2350
 SC2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2350
 SC2350.The geoid height was determined by GEOID03.
 SC2350
 SC2350;                    North         East     Units Scale Factor Converg.
 SC2350;SPC WA S     -   161,899.038   262,289.397   MT  0.99991862   -2 15 37.7
 SC2350;SPC WA S     -   531,163.76    860,527.80   sFT  0.99991862   -2 15 37.7
 SC2350;UTM  10      - 5,177,311.179   453,260.261   MT  0.99962685   -0 26 44.5
 SC2350
 SC2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2350!SPC WA S     -   0.99997135  x   0.99991862  =   0.99988997
 SC2350!UTM  10      -   0.99997135  x   0.99962685  =   0.99959821
 SC2350
 SC2350                          SUPERSEDED SURVEY CONTROL
 SC2350
 SC2350  NAD 83(1991)-  46 44 51.77727(N)    123 36 42.90020(W) AD(       ) 2
 SC2350  NAD 83(1986)-  46 44 51.77963(N)    123 36 42.88738(W) AD(       ) 2
 SC2350  NAD 27      -  46 44 52.41900(N)    123 36 38.29700(W) AD(       ) 2
 SC2350  NGVD 29 (07/19/86)  204.0    (m)          669.     (f) VERT ANG       
 SC2350
 SC2350.Superseded values are not recommended for survey control.
 SC2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2350.See file dsdata.txt to determine how the superseded data were derived.
 SC2350
 SC2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5326077311(NAD 83)
 SC2350
 SC2350  HISTORY     - Date     Condition        Report By
 SC2350  HISTORY     - 1953     MONUMENTED       WEYCO
 SC2350
 SC2350                          STATION DESCRIPTION
 SC2350
 SC2350'DESCRIBED BY WEYERHAEUSER COMPANY 1953 (RAG)
 SC2350'THE STATION IS LOCATED ON THE CREST OF A BARE RIDGE WHICH RANGES
 SC2350'NORTHEAST-SOUTHWEST, 6.5 MILES NORTHEAST OF RAYMOND, 2.5 MILES
 SC2350'WEST OF THE STATE FOREST SERVICE LOOKOUT TOWER PACK SACK AND 30
 SC2350'FEET SOUTH OF AN OLD LOGGING ROAD.
 SC2350'
 SC2350'THE STATION IS MARKED BY A 2-INCH IRON PIPE BURIED IN THE GROUND
 SC2350'WHICH PROJECTS 6 INCHES.  THE TOP PORTION OF THE PIPE IS
 SC2350'LEAD-FILLED.  THE LEAD FILLING IS MARKED BY A SMALL TRIANGLE, THE
 SC2350'LETTER W AND THE NUMERAL 4.
 SC2350'
 SC2350'A 7-FOOT TRIPOD SIGNAL OF THREE POLES WAS USED FOR OBSERVATIONS.
 SC2350'
 SC2350'TO REACH FROM THE CROSS ROAD AT THE NORTH END OF THE STEEL BRIDGE
 SC2350'OVER THE WILLAPA RIVER AT THE NORTH EDGE OF RAYMOND, GO EAST ON
 SC2350'GRAVEL ROAD FOR 1.15 MILES TO A FORK.  TAKE RIGHT FORK AND GO
 SC2350'2.7 MILES TO A FORK.  TAKE LEFT FORK AND GO NORTHEAST ALONG WARD
 SC2350'CREEK FOR 4.8 MILES TO A LOCKED CABLE ACROSS ROAD.  THIS CABLE IS
 SC2350'LOCKED WITH A WEYERHAEUSER TIMBER COMPANY LOCK.  CONTINUE
 SC2350'NORTHEAST ON WOODS ROAD FOR 0.4 MILE TO A FORK.  TAKE RIGHT FORK
 SC2350'AND FOLLOW OLD BRUSH-FILLED LOGGING ROAD UP GRADE AND ALONG
 SC2350'RIDGE TOP FOR 2.1 MILES TO THE TARGET AND STATION.  A
 SC2350'FOUR-WHEEL DRIVE VEHICLE IS NECESSARY TO DRIVE THE LAST 2.1
 SC2350'MILES OF OLD LOGGING ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2373 ***********************************************************************
 SY2373  DESIGNATION -  BRUENING
 SY2373  PID         -  SY2373
 SY2373  STATE/COUNTY-  WA/KING
 SY2373  USGS QUAD   -  DES MOINES (1995)
 SY2373
 SY2373                         *CURRENT SURVEY CONTROL
 SY2373  ___________________________________________________________________
 SY2373* NAD 83(1991)-  47 26 03.56607(N)    122 20 11.62288(W)     ADJUSTED  
 SY2373* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 SY2373  ___________________________________________________________________
 SY2373  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 SY2373  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SY2373
 SY2373  HORZ ORDER  -  SECOND
 SY2373
 SY2373.The horizontal coordinates were established by classical geodetic methods
 SY2373.and adjusted by the National Geodetic Survey in December 1991..
 SY2373
 SY2373.The orthometric height was scaled from a topographic map.
 SY2373
 SY2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2373
 SY2373.The geoid height was determined by GEOID03.
 SY2373
 SY2373;                    North         East     Units Scale Factor Converg.
 SY2373;SPC WA N     -    49,396.757   386,605.976   MT  1.00001290   -1 07 09.1
 SY2373;SPC WA N     -   162,062.53  1,268,389.77   sFT  1.00001290   -1 07 09.1
 SY2373;UTM  10      - 5,253,644.115   550,027.983   MT  0.99963076   +0 29 19.1
 SY2373
 SY2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2373!SPC WA N     -   0.99998649  x   1.00001290  =   0.99999939
 SY2373!UTM  10      -   0.99998649  x   0.99963076  =   0.99961725
 SY2373
 SY2373:                Primary Azimuth Mark                     Grid Az
 SY2373:SPC WA N     -  AIRPORT BCN SEATAC APT                   068 57 51.8
 SY2373:UTM  10      -  AIRPORT BCN SEATAC APT                   067 21 23.6
 SY2373
 SY2373|---------------------------------------------------------------------|
 SY2373| PID    Reference Object                     Distance      Geod. Az  |
 SY2373|                                                           dddmmss.s |
 SY2373| SY2350 AIRPORT BCN SEATAC APT              APPROX. 2.7 KM 0675042.7 |
 SY2373| SY2381 BOW                                 APPROX. 4.4 KM 0740947.6 |
 SY2373| CE3396 BRUENING RM 1                         5.568 METERS 13509     |
 SY2373| CE3395 BRUENING AZ MK                                     2051455.2 |
 SY2373| CE3397 BRUENING RM 2                         5.639 METERS 27223     |
 SY2373|---------------------------------------------------------------------|
 SY2373
 SY2373                          SUPERSEDED SURVEY CONTROL
 SY2373
 SY2373  NAD 83(1986)-  47 26 03.55994(N)    122 20 11.63301(W) AD(       ) 2
 SY2373  NAD 27      -  47 26 04.19900(N)    122 20 07.18800(W) AD(       ) 2
 SY2373
 SY2373.Superseded values are not recommended for survey control.
 SY2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2373.See file dsdata.txt to determine how the superseded data were derived.
 SY2373
 SY2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5002853644(NAD 83)
 SY2373_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2373
 SY2373  HISTORY     - Date     Condition        Report By
 SY2373  HISTORY     - 1955     MONUMENTED       CGS
 SY2373  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2373  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY2373  HISTORY     - 1987     GOOD             USPSQD
 SY2373
 SY2373                          STATION DESCRIPTION
 SY2373
 SY2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2373'THE STATION IS ABOUT 2-1/2 MILES NORTH-NORTHWEST OF DES MOINES,
 SY2373'ABOUT 2 MILES SOUTHWEST OF THE SEATTLE-TACOMA AIRPORT AND ABOUT
 SY2373'0.1 MILE WEST OF STATE ROAD 1 X ON LAND BELONGING TO MR. ALVIN
 SY2373'J. BRUENING.  THE STATION MARK IS 120 FEET EAST-NORTHEAST OF THE
 SY2373'NORTHEAST CORNER OF A HOUSE, 40 FEET WEST OF THE CENTER OF A
 SY2373'DRIVEWAY AND 17 FEET NORTH OF A LARGE MADRONA TREE.  IT IS SET
 SY2373'FLUSH AND IS STAMPED BRUENING 1955.
 SY2373'
 SY2373'REFERENCE MARK NO. 1 IS 20 FEET WEST OF THE DRIVEWAY AND 9 FEET
 SY2373'NORTHEAST OF THE VERY LARGE TREE.  IT IS SET FLUSH AND IS STAMPED
 SY2373'BRUENING NO 1 1955.
 SY2373'
 SY2373'REFERENCE MARK NO. 2 IS 101 FEET EAST-NORTHEAST OF THE NORTHEAST
 SY2373'CORNER OF THE HOUSE AND 22 FEET NORTHWEST OF THE LARGE TREE.  IT IS
 SY2373'SET FLUSH AND IS STAMPED BRUENING NO 2 1955.
 SY2373'
 SY2373'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 34.25 FEET.
 SY2373'
 SY2373'THE AZIMUTH MARK IS 24 FEET SOUTH OF 190TH STREET SW, 16 FEET
 SY2373'EAST OF 2ND PLACE SW AND 1 FOOT NORTH OF A POWER LINE POLE.  IT
 SY2373'IS SET FLUSH AND IS STAMPED BRUENING 1955.
 SY2373'
 SY2373'TO REACH THE STATION FROM THE POST OFFICE IN DES MOINES GO
 SY2373'NORTHERLY ON STATE ROAD 1 X FOR 2.6 MILES TO A REVERSE Y AND SIGN
 SY2373'NORMANDY PARK ROAD, TURN SHARP LEFT AND GO 0.05 MILE TO A SIDE
 SY2373'ROAD RIGHT, (190TH STREET SW) TURN RIGHT AND GO WEST ON 190TH
 SY2373'STREET SW FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.  HERE
 SY2373'TURN RIGHT AND GO NORTH ON 1ST PLACE SW FOR 0.1 MILE TO THE END OF
 SY2373'THE STREET AND A GRAVEL DRIVEWAY TO THE RIGHT, TURN RIGHT
 SY2373'AND FOLLOW DRIVEWAY EAST AND NORTH FOR ABOUT 100 FEET TO THE
 SY2373'STATION AND REFERENCE MARKS ON THE LEFT AS DESCRIBED.
 SY2373
 SY2373                          STATION RECOVERY (1963)
 SY2373
 SY2373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2373'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 SY2373'RECOVERED AS DESCRIBED, EXCEPT THAT THE AZIMUTH MARK NOW PROJECTS
 SY2373'ABOUT 6 INCHES AND THE ARROW POINTS EASTERLY INSTEAD OF
 SY2373'NORTHERLY.  (IT SHOULD NOT BE USED FOR AN AZIMUTH UNTIL IT IS
 SY2373'CHECKED.) THE STATION MARK IS 139 FEET NORTH-NORTHWEST OF THE
 SY2373'NORTHWEST CORNER OF THE HOUSE AT 18832 FIRST PL. SW., 117 FEET
 SY2373'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A 1-1/2 STORY FRAME
 SY2373'HOUSE, 40 FEET NORTH OF THE NORTH EDGE OF AN OLD NARROW
 SY2373'CONCRETE SIDEWALK, AND 23 FEET NORTH OF THE PROLONGATION OF THE
 SY2373'NORTH SIDE OF THE 1-1/2 STORY HOUSE.  REFERENCE MARK NO. 2 IS 99
 SY2373'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE 1-1/2
 SY2373'STORY HOUSE, 38 FEET NORTH OF THE NORTH EDGE OF THE OLD SIDEWALK,
 SY2373'AND 24 FEET NORTH OF THE PROLONGATION OF THE NORTH SIDE OF THE 1
 SY2373'1/2 STORY HOUSE.
 SY2373
 SY2373                          STATION RECOVERY (1964)
 SY2373
 SY2373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWB)
 SY2373'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 SY2373'AZIMUTH MARK WAS RECOVERED BUT THE AZIMUTH WOULD NOT CHECK.  THE
 SY2373'DISK ARROW IS POINTING IN THE WRONG DIRECTION, SO IT IS ASSUMED
 SY2373'THE AZIMUTH MARK HAS BEEN DISTURBED.  THE PREVIOUS DESCRIPTIONS
 SY2373'ARE ADEQUATE FOR RECOVERY.  SOLAR AZ. 25-09-12, PUBLISHED
 SY2373'AZ. 25-14-59.3, MEASURED ANGLE BETWEEN RMS CHECK ANGLE ON
 SY2373'DESCRIPTION BY 2 MIN. REF. 1964 SEATTLE TACOMA AIRPORT SURVEY
 SY2373
 SY2373                          STATION RECOVERY (1987)
 SY2373
 SY2373'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY2373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2232 ***********************************************************************
 TR2232  DESIGNATION -  BRUIN SWIM 1894
 TR2232  PID         -  TR2232
 TR2232  STATE/COUNTY-  WA/SAN JUAN
 TR2232  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2232
 TR2232                         *CURRENT SURVEY CONTROL
 TR2232  ___________________________________________________________________
 TR2232* NAD 83(1991)-  48 32 03.89435(N)    123 00 04.64184(W)     ADJUSTED  
 TR2232* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2232  ___________________________________________________________________
 TR2232  LAPLACE CORR-          -9.53  (seconds)                    DEFLEC99
 TR2232  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TR2232
 TR2232  HORZ ORDER  -  THIRD
 TR2232
 TR2232.The horizontal coordinates were established by classical geodetic methods
 TR2232.and adjusted by the National Geodetic Survey in December 1991..
 TR2232
 TR2232.The orthometric height was scaled from a topographic map.
 TR2232
 TR2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2232
 TR2232.The geoid height was determined by GEOID03.
 TR2232
 TR2232;                    North         East     Units Scale Factor Converg.
 TR2232;SPC WA N     -   172,858.497   339,919.661   MT  0.99996867   -1 36 50.7
 TR2232;SPC WA N     -   567,119.92  1,115,219.75   sFT  0.99996867   -1 36 50.7
 TR2232;UTM  10      - 5,375,701.018   499,904.814   MT  0.99960000   -0 00 03.5
 TR2232
 TR2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2232!SPC WA N     -   1.00000285  x   0.99996867  =   0.99997152
 TR2232!UTM  10      -   1.00000285  x   0.99960000  =   0.99960285
 TR2232
 TR2232:                Primary Azimuth Mark                     Grid Az
 TR2232:SPC WA N     -  LAST 1894                                148 47 43.1
 TR2232:UTM  10      -  LAST 1894                                147 10 55.9
 TR2232
 TR2232|---------------------------------------------------------------------|
 TR2232| PID    Reference Object                     Distance      Geod. Az  |
 TR2232|                                                           dddmmss.s |
 TR2232| TR2113 LAST 1894                           APPROX. 0.6 KM 1471052.4 |
 TR2232| TR2238 WARBASS 1894                        334.520 METERS 21102     |
 TR2232|---------------------------------------------------------------------|
 TR2232
 TR2232                          SUPERSEDED SURVEY CONTROL
 TR2232
 TR2232  NAD 83(1986)-  48 32 03.89647(N)    123 00 04.64395(W) AD(       ) 3
 TR2232  NAD 27      -  48 32 04.54000(N)    123 00 00.00700(W) AD(       ) 3
 TR2232
 TR2232.Superseded values are not recommended for survey control.
 TR2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2232.See file dsdata.txt to determine how the superseded data were derived.
 TR2232
 TR2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9990575701(NAD 83)
 TR2232_MARKER: H = DRILL HOLE
 TR2232_SETTING: 66 = SET IN ROCK OUTCROP
 TR2232_SP_SET: SET IN ROCK OUTCROP
 TR2232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR2232+STABILITY: POSITION/ELEVATION WELL
 TR2232
 TR2232  HISTORY     - Date     Condition        Report By
 TR2232  HISTORY     - 1894     MONUMENTED       CGS
 TR2232  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2232  HISTORY     - 1950     GOOD             CGS
 TR2232  HISTORY     - 1953     GOOD             CGS
 TR2232  HISTORY     - 1973     GOOD             USGS
 TR2232  HISTORY     - 20010802 GOOD             USPSQD
 TR2232
 TR2232                          STATION DESCRIPTION
 TR2232
 TR2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2232'STATION IS ON S POINT OF BROWN ISLAND, FRIDAY HARBOR, JUST ABREAST OF
 TR2232'WARBASS POINT.  IT IS 15 METERS BACK FROM EXTREME POINT AND 15 FEET
 TR2232'ABOVE TIDES.  SIGNAL PICKLE CAN BE SEEN FROM HERE.  A RED CEDAR OR
 TR2232'JUNIPER TREE, 5 PACES FROM SIGNAL, STANDS ON THE EDGE OF BANK IN
 TR2232'LINE TO SIGNAL CREST AND IS MARKED WITH BLAZE AND WIRE NAIL.  STATION
 TR2232'IS MARKED BY A 3/4-INCH HOLE, 2 INCHES DEEP, IN POINT OF BARE ROCK.
 TR2232
 TR2232                          STATION RECOVERY (1940)
 TR2232
 TR2232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2232'DRILL HOLE WAS RECOVERED AND MARKED WITH STANDARD DISK STAMPED BRUIN
 TR2232'1894-1940.  NO REFERENCE MARKS WERE ESTABLISHED.
 TR2232'
 TR2232'ON THE FIRST POINT ON BROWN ISLAND INSIDE THE HARBOR, COMING INTO
 TR2232'FRIDAY HARBOR THROUGH THE E CHANNEL.  A LONG PROMINENT POINT
 TR2232'DIRECTLY OPPOSITE WARBASS POINT 0.6 NAUTICAL MILE FROM FRIDAY
 TR2232'HARBOR DOCKS.  THE E END OF SHAW ISLAND SHOWS MIDWAY THROUGH THE E
 TR2232'PASS INTO HARBOR.  STATION IS 10 METERS BACK FROM THE EXTREME END OF
 TR2232'POINT AND 8 FEET ABOVE HIGH WATER.  THE HIGHEST PART OF LEDGE IS
 TR2232'20 METERS BACK OF THE STATION.
 TR2232
 TR2232                          STATION RECOVERY (1950)
 TR2232
 TR2232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2232'THE STATION WAS RECOVERED IN GOOD CONDITION AS REMARKED BY L.C.W. IN
 TR2232'1940.
 TR2232'
 TR2232'STATION IS ON THE E SIDE OF SAN JUAN ISLAND, ABOUT 1/2 MILE E OF
 TR2232'THE DOCKS AT FRIDAY HARBOR, ON THE MOST S POINT OF BROWN ISLAND IN
 TR2232'FRIDAY HARBOR BAY, ABOUT 20 METERS S OF THE HIGHEST PART OF A N-S
 TR2232'RIDGE, ABOUT 10 METERS N OF THE S END OF THE POINT, AND 5.24 METERS W
 TR2232'OF A NAIL IN THE CENTER OF A TRIANGLE BLAZED IN A BUSHY JUNIPER TREE.
 TR2232'
 TR2232'STATION MARK IS A BRONZE STATION DISK STAMPED BRUIN 1894 1940
 TR2232'CEMENTED IN A DRILL HOLE AND PROJECTING SLIGHTLY.
 TR2232'
 TR2232'THERE ARE NO REFERENCE MARKS.
 TR2232
 TR2232                          STATION RECOVERY (1953)
 TR2232
 TR2232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR2232'STATION WAS RECOVERED AS DESCRIBED BY L.C.W. IN 1940 IN GOOD
 TR2232'CONDITION.  THE 1940 DESCRIPTION IS ADEQUATE.
 TR2232
 TR2232                          STATION RECOVERY (1973)
 TR2232
 TR2232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2232'STATION FOUND AS DESCRIBED.
 TR2232
 TR2232                          STATION RECOVERY (2001)
 TR2232
 TR2232'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 TR2232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0231 ***********************************************************************
 TS0231  DESIGNATION -  BRUSH
 TS0231  PID         -  TS0231
 TS0231  STATE/COUNTY-  WA/CLALLAM
 TS0231  USGS QUAD   -  SEKIU RIVER (1984)
 TS0231
 TS0231                         *CURRENT SURVEY CONTROL
 TS0231  ___________________________________________________________________
 TS0231* NAD 83(1991)-  48 18 20.82331(N)    124 25 41.02864(W)     ADJUSTED  
 TS0231* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TS0231  ___________________________________________________________________
 TS0231  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 TS0231  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 TS0231
 TS0231  HORZ ORDER  -  THIRD
 TS0231
 TS0231.The horizontal coordinates were established by classical geodetic methods
 TS0231.and adjusted by the National Geodetic Survey in December 1991..
 TS0231
 TS0231.The orthometric height was scaled from a topographic map.
 TS0231
 TS0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0231
 TS0231.The geoid height was determined by GEOID03.
 TS0231
 TS0231;                    North         East     Units Scale Factor Converg.
 TS0231;SPC WA N     -   151,407.961   233,442.017   MT  0.99994762   -2 40 34.9
 TS0231;SPC WA N     -   496,744.29    765,884.35   sFT  0.99994762   -2 40 34.9
 TS0231;UTM  10      - 5,351,273.294   394,105.175   MT  0.99973778   -1 03 59.2
 TS0231
 TS0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0231!SPC WA N     -   1.00000292  x   0.99994762  =   0.99995054
 TS0231!UTM  10      -   1.00000292  x   0.99973778  =   0.99974070
 TS0231
 TS0231:                Primary Azimuth Mark                     Grid Az
 TS0231:SPC WA N     -  ARCH ROCK                                046 47 05.4
 TS0231:UTM  10      -  ARCH ROCK                                045 10 29.7
 TS0231
 TS0231|---------------------------------------------------------------------|
 TS0231| PID    Reference Object                     Distance      Geod. Az  |
 TS0231|                                                           dddmmss.s |
 TS0231| TS0205 ARCH ROCK                           APPROX.23.5 KM 0440630.5 |
 TS0231| DD9455 BRUSH RM                              1.460 METERS 33454     |
 TS0231|---------------------------------------------------------------------|
 TS0231
 TS0231                          SUPERSEDED SURVEY CONTROL
 TS0231
 TS0231  NAD 83(1986)-  48 18 20.84634(N)    124 25 41.12489(W) AD(       ) 3
 TS0231  NAD 27      -  48 18 21.55700(N)    124 25 36.24400(W) AD(       ) 3
 TS0231
 TS0231.Superseded values are not recommended for survey control.
 TS0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0231.See file dsdata.txt to determine how the superseded data were derived.
 TS0231
 TS0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU9410551273(NAD 83)
 TS0231_MARKER: Z = SEE DESCRIPTION
 TS0231_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TS0231
 TS0231  HISTORY     - Date     Condition        Report By
 TS0231  HISTORY     - 1931     MONUMENTED       CGS
 TS0231  HISTORY     - 1934     SEE DESCRIPTION  USE
 TS0231  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TS0231  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TS0231  HISTORY     - 1962     SEE DESCRIPTION  LOCENG
 TS0231  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TS0231  HISTORY     - 1978     GOOD             NOS
 TS0231
 TS0231                          STATION DESCRIPTION
 TS0231
 TS0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (KTA)
 TS0231'STATION IS ON A ROCK, 25 FEET HIGH ON AN INCONSPICUOUS POINT ABOUT
 TS0231'1 MILE TO THE SE FROM THE WRECK OF THE BIANCA.  STATION IS IN AN
 TS0231'INACCESSIBLE PLACE, BUT THE ONLY PLACE IN THIS LOCALITY THAT HAS
 TS0231'ENOUGH ELEVATION TO SEE ACROSS THE STRAIT.  IT WAS NECESSARY TO
 TS0231'BUILD A LADDER TO GAIN THE TOP OF THE ROCK.  STATION IS MARKED BY
 TS0231'STANDARD DISK IN A PILLAR OF CONCRETE 6 BY 6 INCHES BY 3 FEET,
 TS0231'WITH ABOUT 8 INCHES OF PILLAR ABOVE THE SURFACE OF GROUND.
 TS0231'
 TS0231'REFERENCE MARK NO.1 IS A STANDARD DISK DRIVEN INTO THE TOP OF A
 TS0231'STUMP ON TOP OF THE ROCK.  IT IS BEST TO LAND TO THE W OF THE
 TS0231'POINT ON THE SAND BEACH AND APPROACH TO SIGNAL FROM THE N.  A
 TS0231'LARGE TRIPOD SIGNAL WAS BUILT OUT OF 2- BY 4-INCH BOARDS.
 TS0231
 TS0231                          STATION RECOVERY (1934)
 TS0231
 TS0231'RECOVERY NOTE BY US ENGINEERS 1934
 TS0231'STATION FOUND AS DESCRIBED.  SIGNAL STILL IN PLACE.
 TS0231
 TS0231                          STATION RECOVERY (1942)
 TS0231
 TS0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TS0231'USED AS AN AZIMUTH MARK FOR STATION KYDACA.  STATION IS MARKED BY
 TS0231'A 4- BY 4-INCH CONCRETE POST WITH CROSS ON TOP INSTEAD OF BRONZE
 TS0231'DISK AS STATED IN ORIGINAL DESCRIPTION.  REFERENCE MARK NO.1 IS
 TS0231'STILL IN STUMP BUT NOT SECURE, SIGNAL IS STILL IN PLACE AND LADDER
 TS0231'UP TO STATION IS STILL FIRM.
 TS0231'
 TS0231'CORRECTED DESCRIPTION FOLLOWS--
 TS0231'
 TS0231'ON A DIRT-COVERED ROCK, 25 FEET HIGH ON AN INCONSPICUOUS POINT
 TS0231'ABOUT 1 MILE SE FROM THE WRECK OF THE BIANCA.  IN AN ACCESSIBLE
 TS0231'PLACE, BUT THE ONLY PLACE IN THIS LOCALITY THAT HAS ENOUGH
 TS0231'ELEVATION TO SEE ACROSS THE STRAIT.  IT WAS NECESSARY TO BUILD A
 TS0231'LADDER TO GAIN THE TOP OF THE ROCK.
 TS0231'
 TS0231'STATION IS MARKED BY A CHISELED CROSS IN TOP OF 4- BY 4-INCH
 TS0231'CONCRETE POST THAT PROJECTS ABOUT 8 INCHES ABOVE GROUND.
 TS0231'
 TS0231'REFERENCE MARK NO.1 IS A BRONZE DISK DRIVEN INTO THE TOP OF A
 TS0231'STUMP ON TOP OF THE ROCK.  IT IS BEST TO LAND TO THE W OF THE
 TS0231'POINT ON THE SAND BEACH AND APPROACH TO SIGNAL FROM THE N.
 TS0231
 TS0231                          STATION RECOVERY (1954)
 TS0231
 TS0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (REZ)
 TS0231'STATION RECOVERED AS DESCRIBED, EXCEPT THAT THE STANDARD DISK WAS
 TS0231'GONE.  REFERENCE MARK 1 IS ALSO GONE.  STATION WAS REACHED BY USING
 TS0231'A LADDER FROM THE S END OF THE ROCK.  A HOUSE HAS BEEN BUILT JUST
 TS0231'E OF THE ROCK.  STATION IS PINPOINTED ON PHOTOGRAPHY AT THE
 TS0231'HOQUIAM OFFICE.
 TS0231
 TS0231                          STATION RECOVERY (1962)
 TS0231
 TS0231'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 TS0231'MONUMENT FOUND IN GOOD CONDITION.  STATION APPROXIMATELY 300 FT
 TS0231'NW OF GATE TO COUNTY PARK.
 TS0231'
 TS0231'MONUMENT BARELY STICKS UP ABOVE GROUND.  SIGHT TO CREEK PARTIALLY
 TS0231'BLOCKED BY HOUSE.  (NEED ABOUT 10-12 FT SIGHT).
 TS0231
 TS0231                          STATION RECOVERY (1975)
 TS0231
 TS0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TS0231'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TS0231'ROCK PINNACLE WAS SCALED WITHOUT THE BENEFIT OF A LADDER BY
 TS0231'CLIMBING THE SOUTH SIDE OF THE PINNACLE AND CLINGING TO THE GROWTH
 TS0231'OF VINES THAT ARE ON ITS SIDES.
 TS0231'
 TS0231'THE STATION IS A 4-INCH SQUARE, CONCRETE MONUMENT, PROJECTING 6
 TS0231'INCHES ABOVE THE SURFACE OF THE GROUND WITH A CROSS CAST IN THE
 TS0231'CENTER OF ITS TOP.
 TS0231'
 TS0231'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TS0231'6-1/2 MILES NW OF SEKIU.
 TS0231
 TS0231                          STATION RECOVERY (1978)
 TS0231
 TS0231'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 TS0231'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT IT IS A DISK SET ON
 TS0231'A SLANT IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT INSTEAD OF
 TS0231'A CROSS. THE MONUMENT APPEARS TO HAVE BEEN LOWERED OR THE TOP CUT
 TS0231'OFF EXPOSING THE DISK WHICH MAY HAVE BEEN IMBEDDED IN THE TOP OF
 TS0231'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3749 ***********************************************************************
 SY3749  DESIGNATION -  BRUSH
 SY3749  PID         -  SY3749
 SY3749  STATE/COUNTY-  WA/KING
 SY3749  USGS QUAD   -  
 SY3749
 SY3749                         *CURRENT SURVEY CONTROL
 SY3749  ___________________________________________________________________
 SY3749* NAD 83(1991)-  47 38 44.47616(N)    122 14 23.22495(W)     ADJUSTED  
 SY3749* NAVD 88     -         7.83   (+/-2cm)      25.7    (feet)  VERTCON   
 SY3749  ___________________________________________________________________
 SY3749  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 SY3749  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY3749
 SY3749  HORZ ORDER  -  FIRST
 SY3749  VERT ORDER  -  THIRD ? (See Below)
 SY3749
 SY3749.The horizontal coordinates were established by classical geodetic methods
 SY3749.and adjusted by the National Geodetic Survey in December 1991..
 SY3749
 SY3749.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3749.The vertical order pertains to the NGVD 29 superseded value.
 SY3749
 SY3749.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3749
 SY3749.The geoid height was determined by GEOID03.
 SY3749
 SY3749;                    North         East     Units Scale Factor Converg.
 SY3749;SPC WA N     -    72,754.395   394,334.845   MT  0.99997601   -1 02 49.7
 SY3749;SPC WA N     -   238,695.04  1,293,746.90   sFT  0.99997601   -1 02 49.7
 SY3749;UTM  10      - 5,277,201.042   557,095.694   MT  0.99964006   +0 33 42.5
 SY3749
 SY3749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3749!SPC WA N     -   1.00000250  x   0.99997601  =   0.99997851
 SY3749!UTM  10      -   1.00000250  x   0.99964006  =   0.99964255
 SY3749
 SY3749                          SUPERSEDED SURVEY CONTROL
 SY3749
 SY3749  NAD 83(1986)-  47 38 44.46930(N)    122 14 23.23016(W) AD(       ) 1
 SY3749  NAD 27      -  47 38 45.11500(N)    122 14 18.78400(W) AD(       ) 1
 SY3749  NGVD 29 (07/19/86)    6.74   (m)           22.1    (f) LEVELING    3  
 SY3749
 SY3749.Superseded values are not recommended for survey control.
 SY3749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3749.See file dsdata.txt to determine how the superseded data were derived.
 SY3749
 SY3749_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5709677201(NAD 83)
 SY3749
 SY3749  HISTORY     - Date     Condition        Report By
 SY3749  HISTORY     - 1902     MONUMENTED       CGS
 SY3749  HISTORY     - 1914     SEE DESCRIPTION  CGS
 SY3749  HISTORY     - 1920     SEE DESCRIPTION  CGS
 SY3749  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY3749  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3749  HISTORY     - 1940     SEE DESCRIPTION  CGS
 SY3749  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SY3749  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY3749  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY3749
 SY3749                          STATION DESCRIPTION
 SY3749
 SY3749'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OBF)
 SY3749'STATION IS A TRIANGULATION STATION AND NEARLY E OF THE GOLF CLUB
 SY3749'ON THE E SHORE OF THE LAKE.  IT IS ON THE POINT SW OF THE HUNT POINT
 SY3749'CALLED FAIRWEATHER POINT, AND ABOUT S OF SAND POINT.
 SY3749'
 SY3749'STATION IS MARKED BY A BOTTLE ABOUT 2 FEET IN THE GROUND UPON WHICH
 SY3749'IS A CEDAR STUB 3 BY 5 BY 30 INCHES, EXTENDING 12 INCHES OUT OF THE
 SY3749'GROUND.
 SY3749'
 SY3749'IT IS REFERRED TO THE FOLLOWING POINTS-- 8.47 METERS FROM A
 SY3749'10-INCH BLAZED TREE HAVING ONE NAIL, AND E FROM STUB.  3.92 METERS
 SY3749'FROM A 12-INCH BLAZED COTTONWOOD, HAVING 2 NAILS, AND SE OF STUB,
 SY3749'4.46 METERS FROM AN 8-INCH BLAZED STUMP HAVING 3 NAILS IN, AND S OF
 SY3749'STUB.
 SY3749
 SY3749                          STATION RECOVERY (1914)
 SY3749
 SY3749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914 (GTR)
 SY3749'STATION IS ON THE EXTREME END OF FAIRWEATHER POINT, MARKED
 SY3749'UNDERGROUND BY A BOTTLE BURIED ABOUT 2 FEET.  ON THE SURFACE BY A
 SY3749'REGULATION DISK STATION MARK SET IN A CONCRETE PILLAR 11 BY 11
 SY3749'INCHES, PROJECTING ABOUT 8 INCHES ABOVE SURFACE OF GROUND.
 SY3749'
 SY3749'REFERENCE MARK NO.1 IS A REGULATION REFERENCE DISK IN DOMESHAPED TOP
 SY3749'OF A CYLINDRICAL CONCRETE PILLAR, ABOUT 12 INCHES IN DIAMETER, AND
 SY3749'PROJECTING ABOUT 6 INCHES ABOVE SURFACE OF GROUND, IS DISTANT
 SY3749'22.680 METERS FROM STATION IN AZIMUTH 337 DEG 39 MIN (TRUE).
 SY3749'REFERENCE MARK NO.2 IS SIMILAR TO NO.1, AND IS DISTANT 14.835
 SY3749'METERS FROM STATION IN AZIMUTH 320 DEG 48 MIN (TRUE).  REFERENCE
 SY3749'MARK NO.3 IS A TRIANGLE WITH 4 IRON NAILS IN CENTER, BLAZED ON A
 SY3749'10-INCH COTTONWOOD, DISTANT 16.34 METERS FROM STATION, IN AZIMUTH 309
 SY3749'DEG 27 MIN (TRUE).
 SY3749'
 SY3749'THIS IS THE ORIGINAL STATION ESTABLISHED BY O.B. FRENCH IN 1902.
 SY3749
 SY3749                          STATION RECOVERY (1920)
 SY3749
 SY3749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (NHH)
 SY3749'STATION IS WELL DESCRIBED BY G.T. RUDE.  STATION IS AT OLD SHORE LINE
 SY3749'OF LAKE, WELL S OF PRESENT SHORE.
 SY3749'
 SY3749'REFERENCE MARKS OF 1914 HAVE TO BE SEARCHED FOR WITH CARE, AS THEY
 SY3749'ARE LIKELY TO BE COVERED WITH SAND.
 SY3749'
 SY3749'STATION WAS OCCUPIED AT N END OF FAIRWEATHER POINT, MARKED BY A
 SY3749'REFERENCE MARK REFERRED TO STATION BRUSH.
 SY3749'
 SY3749'REFERENCE MARK WAS A STANDARD BRONZE MARK SET IN CONCRETE WITH
 SY3749'ROUNDED SURFACE.
 SY3749
 SY3749                          STATION RECOVERY (1933)
 SY3749
 SY3749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY3749'STATION IS ON EVERGREEN OR FAIRWEATHER POINT, 27 FEET BACK FROM
 SY3749'THE LAKE.  THERE IS A LOW STRIP OF LAND ABOUT 6 FEET ABOVE THE LAKE
 SY3749'WHICH WAS UNDER WATER BEFORE THE LOCKS WERE OPENED.  A STRIP OF
 SY3749'LAND ABOUT 2 FEET HIGHER THAN THIS STRIP RUNS OUT FROM THE BLUFF,
 SY3749'MARKING THE OLD SHORE LINE.  THE STATION IS AT THE END OF THIS
 SY3749'SLIGHTLY HIGHER PART.  IT WAS RE-MARKED.
 SY3749'
 SY3749'THE BOTTLE AT SUB-CENTER WAS FOUND AND REPLACED WITH CONCRETE
 SY3749'SUB-CENTER AND CONCRETE SURFACE MARK, AS DESCRIBED IN NOTE 1A.
 SY3749'
 SY3749'A NEW DISTANCE AND DIRECTION TO THE REFERENCE MARK WAS TAKEN.
 SY3749
 SY3749                          STATION RECOVERY (1936)
 SY3749
 SY3749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (OWS)
 SY3749'STATION IS ON THE E SHORE OF LAKE WASHINGTON, ON THE EXTREME END OF
 SY3749'EVERGREEN (FAIRWEATHER POINT), 45 FEET BACK (SSW) FROM HIGH-WATER
 SY3749'LINE, ABOUT 50 YARDS NE OF TENNIS COURT, AND ABOUT 75 YARDS W OF
 SY3749'HOUSE ON POINT.  BRUSH AND SMALL GROWTH SURROUND STATION.
 SY3749'
 SY3749'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SY3749'DESCRIBED IN NOTE 1B, AND ERRONEOUSLY STAMPED 1915.
 SY3749'
 SY3749'REACHED FROM KIRKLAND ON E SHORE OF LAKE WASHINGTON BY TAKING LAKE
 SY3749'WASHINGTON BOULEVARD S FOR 3.7 MILES, TURN RIGHT AT FILLING STATION
 SY3749'AND GO 0.6 MILE, CONTINUE STRAIGHT AHEAD UPGRADE FOR 0.1 MILE, TURN
 SY3749'RIGHT ON EVERGREEN POINT ROAD AND GO 0.4 MILE TO END OF TRAVEL.
 SY3749'STATION LIES 100 YARDS OUT TOWARD POINT AND BELOW ROAD ON LAKE LEVEL.
 SY3749
 SY3749                          STATION RECOVERY (1940)
 SY3749
 SY3749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JHP)
 SY3749'ON THE E SHORE OF LAKE WASHINGTON, ON THE EXTREME END OF EVERGREEN
 SY3749'POINT (FAIRWEATHER POINT ON C. AND G.S. CHART), ABOUT 20 FEET BACK
 SY3749'(SE) OF THE WATER LINE, ABOUT 50 YARDS NE OF A TENNIS COURT, AND
 SY3749'ABOUT 75 YARDS W OF HOUSE ON THE POINT.  BRUSH AND SMALL GROWTH
 SY3749'SURROUND THE STATION.
 SY3749'
 SY3749'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE MONUMENT,
 SY3749'TOP OF MONUMENT ABOUT 2 INCHES BELOW SURFACE OF THE GROUND.  THE
 SY3749'DISK IS STAMPED BRUSH 1915.
 SY3749'
 SY3749'REFERENCE MARK NO.1 WAS FOUND, SET IN A CONCRETE MONUMENT, AND
 SY3749'PROJECTING ABOUT 4 INCHES ABOVE SURFACE.  THE DISTANCE AND DIRECTION
 SY3749'TO THE REFERENCE MARK WAS NOT RE-MEASURED.
 SY3749'
 SY3749'TO REACH STATION FROM KIRKLAND, WASHINGTON, GO S ON THE LAKESHORE
 SY3749'HIGHWAY TO THE HUNTS POINT ROAD (EIGHTY-FIFTH NE) AND TURN RIGHT,
 SY3749'GO TO THE SECOND ROAD LEADING TO LEFT AND TURN LEFT OR W.  GO TO THE
 SY3749'END OF THIS ROAD AND TURN RIGHT ON EVERGREEN POINT ROAD.  GO TO END
 SY3749'OF ROAD AND END OF TRUCK TRAVEL.  TAKE STEPS LEADING DOWN TO FLAT
 SY3749'AREA AT N END OF POINT, AND CONTINUE N ABOUT 100 YARDS TO STATION.
 SY3749
 SY3749                          STATION RECOVERY (1941)
 SY3749
 SY3749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (AMS)
 SY3749'THE STATION WAS VISITED AND THE SURFACE MARK WAS FOUND.  THERE IS A
 SY3749'HEAVY GROWTH OF BRUSH IN THE VICINITY AND AN INTENSIVE SEARCH
 SY3749'WOULD BE NEEDED TO RECOVER THE REFERENCE MARKS.
 SY3749
 SY3749                          STATION RECOVERY (1943)
 SY3749
 SY3749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY3749'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  STATION
 SY3749'MARK IS A BRONZE DISK SET IN CONCRETE 3 INCHES BELOW SURFACE OF
 SY3749'GROUND.  REFERENCE MARK IS A BRONZE DISK SET IN CONCRETE 3 INCHES
 SY3749'ABOVE GROUND, S. 24 DEG E. TRUE, DISTANCE 22.69 METERS FROM STATION.
 SY3749'BOTH MARKS ARE SURROUNDED BY HEAVY UNDERBRUSH.
 SY3749'
 SY3749'STATION IS 45 METERS N FROM FOOT OF BLUFF, 18 METERS S.  75 DEG E.
 SY3749'TRUE FROM 36-INCH DOUBLE POPLAR TREE AT TOP OF BANK (LARGEST TREE IN
 SY3749'VICINITY), 11.6 METERS S. 6 DEG E. TRUE FROM 4-FOOT GRANITE BOULDER
 SY3749'AT FOOT OF BANK ON N END OF POINT, AND 12 METERS E OF LINE BETWEEN
 SY3749'LOTS 2 AND 3.
 SY3749'
 SY3749'REFERENCE MARK IS 24 METERS N FROM FOOT OF BLUFF, 8.4 METERS N. 48
 SY3749'DEG W. FROM 24-INCH ASH TREE, 7.5 METERS N. 8 DEG E. FROM 30-INCH
 SY3749'POPLAR TREE, AND 6.4 METERS E OF LINE BETWEEN LOTS 2 AND 3.
 SY3749
 SY3749                          STATION RECOVERY (1945)
 SY3749
 SY3749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (SBG)
 SY3749'ON THE E SHORE OF LAKE WASHINGTON, ON THE EXTREME END OF
 SY3749'FAIRWEATHER POINT, ABOUT 9 METERS BACK FROM THE WOODEN BULKHEAD
 SY3749'WHICH NOW FORMS THE SHORE LINE, AND ABOUT 8 FEET ABOVE THE WATER.
 SY3749'THE BRUSH HAS RECENTLY ALL BEEN REMOVED FROM THIS POINT AND ALL THE
 SY3749'TREES MENTIONED IN PREVIOUS DESCRIPTIONS ARE REMOVED.  THE POINT HAS
 SY3749'BEEN LEVELED OFF WITH A BULLDOZER AND THE BLUFF INSHORE FROM THE
 SY3749'STATION IS BEING CUT DOWN.  SEVERAL LOTS ARE LAID OUT AND WILL
 SY3749'EVENTUALLY BE BUILT ON.  THE STATION WILL BE IN ABOUT THE CENTER OF
 SY3749'LOT NO. 3 AND SHOULD BE BETWEEN THE HOUSE AND THE WATERS EDGE.  AT
 SY3749'PRESENT THE TOP OF THE SURFACE MARK IS ABOUT 1 FOOT BELOW THE
 SY3749'GROUND SURFACE.  IT IS A BRONZE DISK SET IN TOP OF A CONCRETE
 SY3749'MONUMENT WHICH IS 12 INCHES SQUARE ON TOP.  WE DUG DOWN ALONG THE
 SY3749'SIDE OF THIS MARK AND FOUND THE SUBSURFACE MONUMENT DIRECTLY UNDER
 SY3749'IT AND ABOUT 3-1/2 FEET BELOW THE GROUND SURFACE.
 SY3749'
 SY3749'ONE REFERENCE DISK IN A CONCRETE MONUMENT WAS RECOVERED BUT HAD
 SY3749'BEEN DISTURBED BY THE BULLDOZER AND MOVED ABOUT 6 METERS.  IT IS
 SY3749'RESET AND IS NOW STAMPED R.M. 5 1945.  R.M. 6 IS ALSO A BRONZE DISK
 SY3749'SET IN A CONCRETE MONUMENT.  IT IS STAMPED BRUSH 1902 1945 NO. 6.
 SY3749'BOTH REFERENCE MARKS ARE IN LOT PROPERTY LINES AND SHOULD NOT BE
 SY3749'DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0948 ***********************************************************************
 TP0948  DESIGNATION -  BRUSH
 TP0948  PID         -  TP0948
 TP0948  STATE/COUNTY-  WA/STEVENS
 TP0948  USGS QUAD   -  MARCUS (1979)
 TP0948
 TP0948                         *CURRENT SURVEY CONTROL
 TP0948  ___________________________________________________________________
 TP0948* NAD 83(1991)-  48 39 56.06981(N)    118 01 58.11067(W)     ADJUSTED  
 TP0948* NAVD 88     -       788.6    (meters)    2587.     (feet)  VERTCON   
 TP0948  ___________________________________________________________________
 TP0948  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 TP0948  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 TP0948
 TP0948  HORZ ORDER  -  SECOND
 TP0948
 TP0948.The horizontal coordinates were established by classical geodetic methods
 TP0948.and adjusted by the National Geodetic Survey in December 1991..
 TP0948
 TP0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0948
 TP0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0948
 TP0948.The geoid height was determined by GEOID03.
 TP0948
 TP0948;                    North         East     Units Scale Factor Converg.
 TP0948;SPC WA N     -   188,941.483   706,239.834   MT  0.99998796   +2 05 06.2
 TP0948;SPC WA N     -   619,885.52  2,317,055.19   sFT  0.99998796   +2 05 06.2
 TP0948;UTM  11      - 5,390,795.090   423,953.838   MT  0.99967105   -0 46 31.9
 TP0948
 TP0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0948!SPC WA N     -   0.99987915  x   0.99998796  =   0.99986711
 TP0948!UTM  11      -   0.99987915  x   0.99967105  =   0.99955024
 TP0948
 TP0948|---------------------------------------------------------------------|
 TP0948| PID    Reference Object                     Distance      Geod. Az  |
 TP0948|                                                           dddmmss.s |
 TP0948| CF1164 BRUSH RM 1                            7.321 METERS 19726     |
 TP0948| TP0935 MILLER IS                           APPROX. 2.3 KM 2522010.2 |
 TP0948| TP0949 KELLEY                              APPROX. 5.8 KM 3120629.8 |
 TP0948|---------------------------------------------------------------------|
 TP0948
 TP0948                          SUPERSEDED SURVEY CONTROL
 TP0948
 TP0948  NAD 83(1986)-  48 39 56.07120(N)    118 01 58.10926(W) AD(       ) 2
 TP0948  NAD 27      -  48 39 56.41700(N)    118 01 54.16200(W) AD(       ) 2
 TP0948  NGVD 29 (07/19/86)  787.4    (m)         2583.     (f) VERT ANG       
 TP0948
 TP0948.Superseded values are not recommended for survey control.
 TP0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0948.See file dsdata.txt to determine how the superseded data were derived.
 TP0948
 TP0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP2395490795(NAD 83)
 TP0948_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0948_SETTING: 66 = SET IN ROCK OUTCROP
 TP0948_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0948
 TP0948  HISTORY     - Date     Condition        Report By
 TP0948  HISTORY     - 1936     MONUMENTED       BOR
 TP0948  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0948
 TP0948                          STATION DESCRIPTION
 TP0948
 TP0948'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0948'LOCATED IN THE NW 1/4 SEC. 33, T. 37 N., R. 38 E. WM, ON A BRUSHY
 TP0948'KNOB APPROXIMATELY 800 FEET NE OF FARM BUILDINGS AND DRAW.  STATION
 TP0948'OVERLOOKS STATE HIGHWAY 22 WHICH IS APPROXIMATELY 1,300 FEET BELOW
 TP0948'AND 2,000 FEET W OF THE STATION.
 TP0948'
 TP0948'TO REACH STATION FROM MARCUS POST OFFICE, GO S ON STATE HIGHWAY
 TP0948'22.  AT 1.1 MILES TURN LEFT ON ROAD UP DRAW.  AT 1.2 PASS GRANGE
 TP0948'HALL ON LEFT.  AT 1.4 TAKE RIGHT FORK.  AT 2.1 GO STRAIGHT
 TP0948'AHEAD.  NOTE LEFT FORK COMING INTO MAIN ROAD.  AT 2.5 GO STRAIGHT
 TP0948'AHEAD.  AT 3.2 GO STRAIGHT AHEAD ON MAIN ROAD.  AT 3.65 TURN LEFT
 TP0948'AND GO THROUGH WIRE GATE AT THE JOHN MATSON MAIL BOX.  AT 4.15
 TP0948'GO THROUGH WIRE GATE.  AT 4.25 PASS FARMHOUSE, TURN RIGHT AND
 TP0948'LEFT AND GO THROUGH WOODEN GATE UPHILL.  AT 4.85 GO THROUGH
 TP0948'WOODEN GATE.  AT 4.90 LEAVE CAR IN BARNYARD BY RANCH HOUSE AND
 TP0948'PROCEED ON FOOT UPHILL THROUGH GATE IN FIELD AND UP BRUSHY SLOPE
 TP0948'N ABOUT 800 FEET TO STATION.
 TP0948'
 TP0948'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20,
 TP0948'RESPECTIVELY.
 TP0948'
 TP0948'HEIGHT OF STAND ABOVE STATION MARK - 1.24 METERS.
 TP0948
 TP0948                          STATION RECOVERY (1947)
 TP0948
 TP0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0948'STATION AND THE REFERENCE MARK WERE RECOVERED AS DESCRIBED BY THE
 TP0948'U.S.B.R.  DUE TO CHANGES IN LOCAL CONDITIONS A NEW DESCRIPTION
 TP0948'IS SUBMITTED--
 TP0948'
 TP0948'STATION IS LOCATED ABOUT 4.0 MILES N OF KETTLE FALLS, ABOUT 1.3
 TP0948'MILES E OF MARCUS, IN THE NW 1/4 SEC. 33, T. 37 N., R. 38 E. WM,
 TP0948'ON A BRUSHY KNOB THAT OVERLOOKS STATE HIGHWAY 22 AND THE LAKE,
 TP0948'AND ABOUT 900 FEET NE OF ABANDONED FARM BUILDINGS.  A 4-FOOT
 TP0948'WOODEN STAND ANCHORED IN A ROCK CAIRN IS OVER THE STATION.
 TP0948'
 TP0948'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK SET
 TP0948'ACCORDING TO NOTE 3 AND STAMPED BRUSH 1936.
 TP0948'
 TP0948'R.M. 1 IS A CHISELED CROSS INSIDE A TRIANGLE IN OUTCROPPING
 TP0948'BEDROCK S OF THE STATION.
 TP0948'
 TP0948'TO REACH THE STATION FROM MARCUS, PROCEED S ALONG STATE HIGHWAY
 TP0948'22 FROM A POINT DIRECTLY OPPOSITE THE MARCUS HIGH SCHOOL, ABOUT
 TP0948'700 FEET W OF THE HIGHWAY, FOR 1.45 MILES, TURN LEFT ON GRAVEL
 TP0948'ROAD AND GO E UPHILL ON THE N SIDE OF THE DRAW FOR 0.4 MILE TO
 TP0948'RAILROAD OVERPASS, CONTINUE STRAIGHT (E) FOR 0.15 MILE TO ROAD
 TP0948'LEFT, BEAR STRAIGHT (E) ON GRAVEL ROAD FOR 0.5 MILE AND ROAD
 TP0948'RIGHT, BEAR STRAIGHT AHEAD AND GO 1.35 MILES, TURN LEFT (NOTE
 TP0948'MATSON MAIL BOX) INTO PRIVATE DRIVE AND GO 0.5 MILE TO
 TP0948'FARMYARD AND HOUSE ON LEFT, PASS FARMHOUSE AND TURN LEFT
 TP0948'(FARMHOUSE STILL ON IMMEDIATE LEFT) AND GO UPHILL FOR 0.15 MILE
 TP0948'ON FARM ROAD, TAKE RIGHT FORK AND GO 0.5 MILE TO ABANDONED FARM
 TP0948'BUILDINGS.  PACK ACROSS FIELD TO NE CORNER AND FOLLOW TRAIL
 TP0948'UP THE W SIDE OF THE HILL TO AN EXPOSED KNOB AND STATION
 TP0948'OVERLOOKING THE LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3763 ***********************************************************************
 SY3763  DESIGNATION -  BRUSH 2
 SY3763  PID         -  SY3763
 SY3763  STATE/COUNTY-  WA/KING
 SY3763  USGS QUAD   -  
 SY3763
 SY3763                         *CURRENT SURVEY CONTROL
 SY3763  ___________________________________________________________________
 SY3763* NAD 83(1991)-  47 38 44.85936(N)    122 14 24.00304(W)     ADJUSTED  
 SY3763* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3763  ___________________________________________________________________
 SY3763  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 SY3763  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY3763
 SY3763  HORZ ORDER  -  SECOND
 SY3763
 SY3763.The horizontal coordinates were established by classical geodetic methods
 SY3763.and adjusted by the National Geodetic Survey in December 1991..
 SY3763
 SY3763.The orthometric height was scaled from a topographic map.
 SY3763
 SY3763.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3763
 SY3763.The geoid height was determined by GEOID03.
 SY3763
 SY3763;                    North         East     Units Scale Factor Converg.
 SY3763;SPC WA N     -    72,766.525   394,318.825   MT  0.99997600   -1 02 50.3
 SY3763;SPC WA N     -   238,734.84  1,293,694.35   sFT  0.99997600   -1 02 50.3
 SY3763;UTM  10      - 5,277,212.713   557,079.345   MT  0.99964004   +0 33 41.9
 SY3763
 SY3763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3763!SPC WA N     -   1.00000339  x   0.99997600  =   0.99997939
 SY3763!UTM  10      -   1.00000339  x   0.99964004  =   0.99964343
 SY3763
 SY3763:                Primary Azimuth Mark                     Grid Az
 SY3763:SPC WA N     -  KIRKLAND RADIO STA KRKL TOWER            040 54 57.0
 SY3763:UTM  10      -  KIRKLAND RADIO STA KRKL TOWER            039 18 24.8
 SY3763
 SY3763|---------------------------------------------------------------------|
 SY3763| PID    Reference Object                     Distance      Geod. Az  |
 SY3763|                                                           dddmmss.s |
 SY3763| SY3728 KIRKLAND RADIO STA KRKL TOWER       APPROX. 4.5 KM 0395206.7 |
 SY3763| SY3718 KIRKLAND ACME MILLWORK INC TANK     APPROX. 4.2 KM 0511843.2 |
 SY3763| CF7228 BRUSH 2 RM 1                         40.753 METERS 09242     |
 SY3763| CF7229 BRUSH 2 RM 2                         64.307 METERS 13844     |
 SY3763| SY3896 BROWN                               APPROX. 2.9 KM 2501220.4 |
 SY3763|---------------------------------------------------------------------|
 SY3763
 SY3763                          SUPERSEDED SURVEY CONTROL
 SY3763
 SY3763  NAD 83(1986)-  47 38 44.85228(N)    122 14 24.00829(W) AD(       ) 2
 SY3763  NAD 27      -  47 38 45.49700(N)    122 14 19.56200(W) AD(       ) 2
 SY3763
 SY3763.Superseded values are not recommended for survey control.
 SY3763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3763.See file dsdata.txt to determine how the superseded data were derived.
 SY3763
 SY3763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5707977213(NAD 83)
 SY3763_MARKER: Z = SEE DESCRIPTION
 SY3763_SETTING: 0 = UNSPECIFIED SETTING
 SY3763
 SY3763  HISTORY     - Date     Condition        Report By
 SY3763  HISTORY     - 1953     MONUMENTED       CGS
 SY3763  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY3763  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY3763
 SY3763                          STATION DESCRIPTION
 SY3763
 SY3763'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3763'THIS STATION IS ON THE EAST SIDE OF LAKE WASHINGTON ON THE EXTREME
 SY3763'NORTHERN END OF FAIRWEATHER POINT, ABOUT 100 METERS NORTH OF THE
 SY3763'END OF 76TH AVE. N.E. (ALSO KNOWN AS EVERGREEN POINT ROAD).  IT
 SY3763'IS NEAR THE NE CORNER OF THE MOST WESTERLY ONE OF THREE PIE-SHAPED
 SY3763'LOTS ON THE END OF THE POINT.  THIS LOT HAS BEEN RECENTLY
 SY3763'RE-NUMBERED.  THE ADDRESS IS NOW 3676 76TH AVE N.E.  THE MARK IS
 SY3763'ABOUT 3 FEET ABOVE THE MEAN LAKE LEVEL, 4 FEET BACK FROM A 3
 SY3763'FOOT HIGH CONCRETE BULKHEAD ALONG THE SHORELINE.  THE STATION IS
 SY3763'MARKED WITH A STANDARD DISC, STAMPED BRUSH 2 1953, SET IN THE TOP
 SY3763'OF A CONCRETE MONUMENT 10 INCHES IN DIAMETER AND 30 INCHES
 SY3763'LONG.  THE TOP OF THE MONUMENT IS ABOUT 6 INCHES BELOW THE SURFACE
 SY3763'OF THE GROUND.  AN UNDERGROUND MARK, A PINT WHISKEY
 SY3763'BOTTLE, IS CENTERED ABOUT 6 INCHES BELOW THE BASE OF THE
 SY3763'MONUMENT, ABOUT AT THE LAKE LEVEL.
 SY3763'
 SY3763'REFERENCE MARK NO 1 IS A STANDARD DISC, STAMPED BRUSH 2 R M NO 1
 SY3763'1953, SET IN A DRILL-HOLE IN THE TOP OF A CONCRETE RETAINING WALL
 SY3763'AT THE LAKE EDGE.  IT IS ABOUT 1 FOOT INSIDE THE WEST PROPERTY
 SY3763'LINE AT 3664 76TH AVE N.E.
 SY3763'
 SY3763'REFERENCE MARK NO 2 IS A STANDARD DISC, STAMPED BRUSH 2 R M NO 2
 SY3763'1953 SET IN A DRILL-HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 SY3763'FOUNDATION OF A BREEZEWAY-TYPE GARAGE AT 3664 76TH AVE N.E.
 SY3763'
 SY3763'HEIGHT OF LIGHT ABOVE STATION MARK 4.57 METERS.
 SY3763
 SY3763                          STATION RECOVERY (1971)
 SY3763
 SY3763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 SY3763'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SY3763'CONDITION.  BECAUSE OF NEW CONSTRUCTION IN THE AREA A NEW
 SY3763'DESCRIPTION FOLLOWS.
 SY3763'
 SY3763'THE STATION IS A STANDARD DISK, STAMPED BRUSH 2 1953, SET IN
 SY3763'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, 12 INCHES BELOW THE
 SY3763'SURFACE OF THE GROUND.  A RED TILE PIPE, 6 INCHES IN DIAMETER,
 SY3763'10 INCHES LONG WITH A YELLOW PLASTIC COVER HAS BEEN PLACED OVER
 SY3763'THE MARK AND THE SURROUNDING AREA LANDSCAPED.  IT IS LOCATED
 SY3763'NEAR THE NORTHEAST CORNER OF THE PROPERTY AT 3667-76TH AVE. NE,
 SY3763'27.8 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE ON THIS
 SY3763'PROPERTY, 10.3 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 SY3763'A SMALL PUMP HOUSE, 4.7 FEET SOUTH OF THE CENTER OF A CONCRETE
 SY3763'BULKHEAD, AND 3.1 FEET WEST OF THE NORTH END OF A 3 FEET
 SY3763'HIGH WOODEN FENCE.
 SY3763'
 SY3763'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRUSH 2 NO 1 1953,
 SY3763'SET IN A DRILL HOLE IN THE TOP OF A CONCRETE RETAINING WALL AT
 SY3763'THE LAKE EDGE.  IT IS ABOUT 1 FOOT INSIDE THE WEST PROPERTY LINE AT
 SY3763'3664-7TH AVENUE NE.
 SY3763'
 SY3763'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRUSH 2 NO 2 1953,
 SY3763'SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 SY3763'FOUNDATION OF A BREEZEWAY-TYPE GARAGE AT 3664-76TH AVENUE
 SY3763'NE.  NOTE--A HOUSE HAS BEEN BUILT BETWEEN THE STATION AND THIS
 SY3763'REFERENCE MARK.
 SY3763'
 SY3763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3763'AT SEATTLE (MERCER ISLAND).
 SY3763
 SY3763                          STATION RECOVERY (1974)
 SY3763
 SY3763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 SY3763'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS A LARGE
 SY3763'BUSH NEAR THE STATION AND IT WOULD BE DIFFICULT TO OCCUPY IT.
 SY3763'
 SY3763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3763'AT SEATTLE (MERCER ISLAND).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3765 ***********************************************************************
 SY3765  DESIGNATION -  BRUSH ECC 1919
 SY3765  PID         -  SY3765
 SY3765  STATE/COUNTY-  WA/KING
 SY3765  USGS QUAD   -  
 SY3765
 SY3765                         *CURRENT SURVEY CONTROL
 SY3765  ___________________________________________________________________
 SY3765* NAD 83(1991)-  47 38 44.69410(N)    122 14 24.47694(W)     ADJUSTED  
 SY3765* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3765  ___________________________________________________________________
 SY3765  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 SY3765  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY3765
 SY3765  HORZ ORDER  -  THIRD
 SY3765
 SY3765.The horizontal coordinates were established by classical geodetic methods
 SY3765.and adjusted by the National Geodetic Survey in December 1991..
 SY3765
 SY3765.The orthometric height was scaled from a topographic map.
 SY3765
 SY3765.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3765
 SY3765.The geoid height was determined by GEOID03.
 SY3765
 SY3765;                    North         East     Units Scale Factor Converg.
 SY3765;SPC WA N     -    72,761.602   394,308.843   MT  0.99997600   -1 02 50.6
 SY3765;SPC WA N     -   238,718.69  1,293,661.60   sFT  0.99997600   -1 02 50.6
 SY3765;UTM  10      - 5,277,207.514   557,069.509   MT  0.99964002   +0 33 41.6
 SY3765
 SY3765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3765!SPC WA N     -   1.00000339  x   0.99997600  =   0.99997939
 SY3765!UTM  10      -   1.00000339  x   0.99964002  =   0.99964341
 SY3765
 SY3765|---------------------------------------------------------------------|
 SY3765| PID    Reference Object                     Distance      Geod. Az  |
 SY3765|                                                           dddmmss.s |
 SY3765| SY3749 BRUSH                                26.983 METERS 10427     |
 SY3765| SY4439 SEATTLE IMMACULATE CONCEPTION CH S  APPROX. 6.5 KM 2322221.9 |
 SY3765| SY4440 SEATTLE IMMACULATE CONCEPTION CH N  APPROX. 6.5 KM 2323005.7 |
 SY3765| SY3907 MADISON RANGE BEACON                APPROX. 2.9 KM 2550631.0 |
 SY3765| SY3927 CHANNEL LIGHT                       APPROX. 3.8 KM 2720722.4 |
 SY3765| SY4056 WEBSTER POINT LIGHT                 APPROX. 2.8 KM 2731635.4 |
 SY3765| SY4049 WOLF 1919                           APPROX. 2.6 KM 3005435.8 |
 SY3765| SY4044 SOUTH RANGE                         APPROX. 2.9 KM 3163149.7 |
 SY3765| SY3722 NORTH RANGE                         APPROX. 3.6 KM 3480547.8 |
 SY3765|---------------------------------------------------------------------|
 SY3765
 SY3765                          SUPERSEDED SURVEY CONTROL
 SY3765
 SY3765  NAD 83(1986)-  47 38 44.68724(N)    122 14 24.48215(W) AD(       ) 3
 SY3765  NAD 27      -  47 38 45.33300(N)    122 14 20.03600(W) AD(       ) 3
 SY3765
 SY3765.Superseded values are not recommended for survey control.
 SY3765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3765.See file dsdata.txt to determine how the superseded data were derived.
 SY3765
 SY3765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5707077208(NAD 83)
 SY3765
 SY3765  HISTORY     - Date     Condition        Report By
 SY3765  HISTORY     - 1919     MONUMENTED       CGS
 SY3765  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY3765
 SY3765                          STATION DESCRIPTION
 SY3765
 SY3765'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3765'BRUSH RECOVERED AS DESCRIBED, EXCEPT REFERENCE MARKS WERE
 SY3765'DIFFICULT TO FIND, COVERED WITH SAND.
 SY3765'
 SY3765'AS STATION WAS COMPLETELY SURROUNDED BY THICK GROWTH OF ALDER,
 SY3765'A NEW STATION CALLED BRUSH ECCENTRIC, WAS ESTABLISHED AT EXTREME
 SY3765'N END OF FAIRWEATHER POINT.  THIS WAS MARKED BY A STANDARD
 SY3765'REFERENCE MARK STAMPED NO.4.
 SY3765
 SY3765                          STATION RECOVERY (1953)
 SY3765
 SY3765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3765'STATION HAS BEEN COVERED WITH ABOUT 12 FEET OF FILL AND AN ASPHALT
 SY3765'DRIVEWAY NOW COVERS THE SPOT, ACCORDING TO LOCAL LONG-TIME
 SY3765'RESIDENCES.  THE STATION IS CONSIDERED LOST.  A NEW STATION, BRUSH
 SY3765'2 1953, WAS ESTABLISHED ABOUT 75 METERS TO THE NW AT THE PRESENT
 SY3765'END OF THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2489 ***********************************************************************
 TR2489  DESIGNATION -  BRUSH USE 1942
 TR2489  PID         -  TR2489
 TR2489  STATE/COUNTY-  WA/CLALLAM
 TR2489  USGS QUAD   -  JOYCE (1979)
 TR2489
 TR2489                         *CURRENT SURVEY CONTROL
 TR2489  ___________________________________________________________________
 TR2489* NAD 83(1991)-  48 09 38.63862(N)    123 41 57.97110(W)     ADJUSTED  
 TR2489* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 TR2489  ___________________________________________________________________
 TR2489  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 TR2489  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 TR2489
 TR2489  HORZ ORDER  -  SECOND
 TR2489
 TR2489.The horizontal coordinates were established by classical geodetic methods
 TR2489.and adjusted by the National Geodetic Survey in December 1991..
 TR2489
 TR2489.The orthometric height was scaled from a topographic map.
 TR2489
 TR2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2489
 TR2489.The geoid height was determined by GEOID03.
 TR2489
 TR2489;                    North         East     Units Scale Factor Converg.
 TR2489;SPC WA N     -   133,022.929   286,842.806   MT  0.99994253   -2 08 01.9
 TR2489;SPC WA N     -   436,426.06    941,083.44   sFT  0.99994253   -2 08 01.9
 TR2489;UTM  10      - 5,334,401.802   447,987.604   MT  0.99963324   -0 31 16.0
 TR2489
 TR2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2489!SPC WA N     -   0.99999827  x   0.99994253  =   0.99994080
 TR2489!UTM  10      -   0.99999827  x   0.99963324  =   0.99963151
 TR2489
 TR2489:                Primary Azimuth Mark                     Grid Az
 TR2489:SPC WA N     -  CREEK USE 1942                           271 31 10.3
 TR2489:UTM  10      -  CREEK USE 1942                           269 54 24.4
 TR2489
 TR2489|---------------------------------------------------------------------|
 TR2489| PID    Reference Object                     Distance      Geod. Az  |
 TR2489|                                                           dddmmss.s |
 TR2489| TR2492 CREEK USE 1942                      APPROX. 0.5 KM 2692308.4 |
 TR2489|---------------------------------------------------------------------|
 TR2489
 TR2489                          SUPERSEDED SURVEY CONTROL
 TR2489
 TR2489  NAD 83(1986)-  48 09 38.63785(N)    123 41 57.97595(W) AD(       ) 2
 TR2489  NAD 27      -  48 09 39.31700(N)    123 41 53.26900(W) AD(       ) 2
 TR2489
 TR2489.Superseded values are not recommended for survey control.
 TR2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2489.See file dsdata.txt to determine how the superseded data were derived.
 TR2489
 TR2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU4798834402(NAD 83)
 TR2489_MARKER: Z = SEE DESCRIPTION
 TR2489_SETTING: 0 = UNSPECIFIED SETTING
 TR2489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2489
 TR2489  HISTORY     - Date     Condition        Report By
 TR2489  HISTORY     - 1942     MONUMENTED       USE
 TR2489
 TR2489                          STATION DESCRIPTION
 TR2489
 TR2489'DESCRIBED BY US ENGINEERS 1942 (CMD)
 TR2489'LOCATED 16 MILES W OF PORT ANGELES, ABOUT 0.4 MILE E OF CRESCENT
 TR2489'BAY, AT THE EDGE OF A CLEARING AT THE FOOT OF STRIPED PEAK, ABOUT
 TR2489'600 FEET E OF FARM BUILDINGS, 10 FEET S OF A FENCE, ABOUT 40
 TR2489'FEET NW OF AN ENORMOUS STANDING DEAD TREE.
 TR2489'
 TR2489'A BRONZE U.S.E. DISK WITH RAISED TRIANGLE IN THE CENTER, STAMPED
 TR2489'BRUSH 1941, IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TR2489'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0214 ***********************************************************************
 SX0214  DESIGNATION -  BRUSHY
 SX0214  PID         -  SX0214
 SX0214  STATE/COUNTY-  WA/KITTITAS
 SX0214  USGS QUAD   -  STRAY GULCH (1966)
 SX0214
 SX0214                         *CURRENT SURVEY CONTROL
 SX0214  ___________________________________________________________________
 SX0214* NAD 83(1991)-  47 08 19.40313(N)    120 07 44.83717(W)     ADJUSTED  
 SX0214* NAVD 88     -       870.053  (meters)    2854.50   (feet)  ADJUSTED  
 SX0214  ___________________________________________________________________
 SX0214  LAPLACE CORR-         -12.35  (seconds)                    DEFLEC99
 SX0214  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 SX0214  DYNAMIC HT  -         870.043 (meters)    2854.47  (feet)  COMP
 SX0214  MODELED GRAV-     980,572.4   (mgal)                       NAVD 88
 SX0214
 SX0214  HORZ ORDER  -  SECOND
 SX0214  VERT ORDER  -  SECOND    CLASS 0
 SX0214
 SX0214.The horizontal coordinates were established by classical geodetic methods
 SX0214.and adjusted by the National Geodetic Survey in December 1991..
 SX0214
 SX0214.The orthometric height was determined by differential leveling
 SX0214.and adjusted by the National Geodetic Survey in June 1991..
 SX0214
 SX0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0214
 SX0214.The geoid height was determined by GEOID03.
 SX0214
 SX0214.The dynamic height is computed by dividing the NAVD 88
 SX0214.geopotential number by the normal gravity value computed on the
 SX0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0214.degrees latitude (g = 980.6199 gals.).
 SX0214
 SX0214.The modeled gravity was interpolated from observed gravity values.
 SX0214
 SX0214;                    North         East     Units Scale Factor Converg.
 SX0214;SPC WA S     -   200,740.699   528,133.255   MT  0.99996129   +0 16 09.9
 SX0214;SPC WA S     -   658,596.78  1,732,717.19   sFT  0.99996129   +0 16 09.9
 SX0214;SPC WA N     -    15,668.261   553,424.653   MT  1.00008694   +0 31 27.5
 SX0214;SPC WA N     -    51,404.95  1,815,694.05   sFT  1.00008694   +0 31 27.5
 SX0214;UTM  10      - 5,224,579.337   717,687.935   MT  1.00018244   +2 06 18.7
 SX0214
 SX0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0214!SPC WA S     -   0.99986678  x   0.99996129  =   0.99982807
 SX0214!SPC WA N     -   0.99986678  x   1.00008694  =   0.99995371
 SX0214!UTM  10      -   0.99986678  x   1.00018244  =   1.00004919
 SX0214
 SX0214|---------------------------------------------------------------------|
 SX0214| PID    Reference Object                     Distance      Geod. Az  |
 SX0214|                                                           dddmmss.s |
 SX0214| SX0212 BRUSHY RM 1                           8.919 METERS 05905     |
 SX0214| SX0211 BRUSHY AZ MK                                       0595620.9 |
 SX0214| SX1125 SEATTLE SPOKANE AIRWAY BCN 10       APPROX. 9.0 KM 2444211.5 |
 SX0214| SX0213 BRUSHY RM 2                          11.028 METERS 32936     |
 SX0214|---------------------------------------------------------------------|
 SX0214
 SX0214                          SUPERSEDED SURVEY CONTROL
 SX0214
 SX0214  NAD 83(1986)-  47 08 19.41138(N)    120 07 44.82227(W) AD(       ) 2
 SX0214  NAD 27      -  47 08 19.94000(N)    120 07 40.61200(W) AD(       ) 2
 SX0214  NGVD 29 (??/??/92)  868.888  (m)         2850.68   (f) ADJ UNCH    2 0
 SX0214
 SX0214.Superseded values are not recommended for survey control.
 SX0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0214.See file dsdata.txt to determine how the superseded data were derived.
 SX0214
 SX0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1768824579(NAD 83)
 SX0214_MARKER: DS = TRIANGULATION STATION DISK
 SX0214_SETTING: 80 = SET IN A BOULDER
 SX0214_SP_SET: BOULDER
 SX0214_STAMPING: BRUSHY 1948
 SX0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0214+STABILITY: SURFACE MOTION
 SX0214
 SX0214  HISTORY     - Date     Condition        Report By
 SX0214  HISTORY     - 1948     MONUMENTED       CGS
 SX0214  HISTORY     - 1949     GOOD             NGS
 SX0214
 SX0214                          STATION DESCRIPTION
 SX0214
 SX0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SX0214'THE STATION IS LOCATED ON A HIGH GRASSY KNOLL THAT LIES BETWEEN
 SX0214'DRY GULCH AND BRUSHY CREEK.  IT IS ABOUT 6 MILES AIRLINE WEST OF
 SX0214'TRINIDAD, ABOUT 12 MILES AIRLINE NORTH OF VANTAGE AND ABOUT 500
 SX0214'YARDS WEST OF THE GRADED ROAD WHERE THE ROAD CROSSES THE
 SX0214'DIVIDE.  IT IS ON THE PROPERTY OWNED BY MR. KERN.
 SX0214'
 SX0214'THE STATION IS 10 FEET NORTHEAST OF A LARGE CAIRN.  IT IS
 SX0214'STAMPED BRUSHY 1948 AND THE BOULDER PROJECTS 6 INCHES ABOVE THE
 SX0214'GROUND.
 SX0214'
 SX0214'REFERENCE MARK NUMBER ONE IS 1 FOOT LOWER THAN THE STATION AND
 SX0214'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS STAMPED BRUSHY NO 1 1948.
 SX0214'
 SX0214'REFERENCE MARK NUMBER TWO IS ABOUT THE SAME ELEVATION AS THE
 SX0214'STATION AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 SX0214'STAMPED BRUSHY NO 2 1948.
 SX0214'
 SX0214'THE AZIMUTH MARK IS 160 FEET WEST OF THE ROAD AND 5 FEET WEST OF
 SX0214'A 3 FOOT CAIRN.  IT IS ON A ROCK COVERED SLOPE THAT IS JUST UNDER
 SX0214'THE STATION HILL.  IT IS STAMPED BRUSHY 1948 AND PROJECTS 4 INCHES
 SX0214'ABOVE THE GROUND.  TO REACH THE MARK FROM THE STATION GO EAST FOR
 SX0214'ABOUT 500 YARDS TO THE GRADED ROAD.  TURN LEFT, NORTHERLY, AND GO
 SX0214'0.7 MILE.  THE MARK IS ABOUT 160 FEET WEST OF THE ROAD AT THIS
 SX0214'POINT AS DESCRIBED.
 SX0214'
 SX0214'TO REACH THE STATION FROM THE POST OFFICE IN TRINIDAD GO WEST AS
 SX0214'PER SIGN CRESCENT BAR FOR 2.0 MILES TO THE FERRY LANDING.  CROSS
 SX0214'OVER THE COLUMBIA RIVER ON THE FERRY AND CONTINUE WESTERLY ON THE
 SX0214'MAIN TRAVELED ROAD FOR 1.7 MILES TO A GATE.  PASS THROUGH THE GATE
 SX0214'AND GO 0.5 MILE TO A GATE.  GO THROUGH THE GATE AND CONTINUE FOR
 SX0214'0.8 MILE TO A CREEK FORD.  CROSS OVER THE FORK AND GO UP THE
 SX0214'STEEP GRADE FOR 1.0 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 SX0214'4.2 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 4.3 MILES TO THE
 SX0214'SUMMIT OF THE DIVIDE BETWEEN BIG BRUSHY CREEK AND DRY GULCH.
 SX0214'TURN RIGHT, WESTERLY, AND GO ABOUT 500 YARDS TO THE TOP OF THE
 SX0214'GRASSY KNOLL AND THE STATION AS DESCRIBED.
 SX0214
 SX0214                          STATION RECOVERY (1949)
 SX0214
 SX0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 SX0214'5.5 MI W FROM SUNSET RANCH.
 SX0214'5.5 MILES WEST ALONG THE BUSHY ROAD FROM THE SUNSET RANCH, ON THE TOP
 SX0214'OF THE HIGHEST POINT OF A NORTH-SOUTH RIDGE, IN THE TOP OF A 2- BY
 SX0214'3-FOOT BOULDER PROJECTING 0.5 FOOT ABOVE THE GROUND, ABOUT 1049 FEET
 SX0214'NORTH OF THE CENTER LINE OF THE ROAD, AND 14 FEET WEST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0211 ***********************************************************************
 SX0211  DESIGNATION -  BRUSHY AZ MK
 SX0211  PID         -  SX0211
 SX0211  STATE/COUNTY-  WA/KITTITAS
 SX0211  USGS QUAD   -  WEST BAR (1966)
 SX0211
 SX0211                         *CURRENT SURVEY CONTROL
 SX0211  ___________________________________________________________________
 SX0211* NAD 83(1986)-  47 08 36.     (N)    120 07 00.     (W)     SCALED    
 SX0211* NAVD 88     -       782.347  (meters)    2566.75   (feet)  ADJUSTED  
 SX0211  ___________________________________________________________________
 SX0211  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 SX0211  DYNAMIC HT  -         782.339 (meters)    2566.72  (feet)  COMP
 SX0211  MODELED GRAV-     980,576.9   (mgal)                       NAVD 88
 SX0211
 SX0211  VERT ORDER  -  SECOND    CLASS 0
 SX0211
 SX0211.The horizontal coordinates were scaled from a topographic map and have
 SX0211.an estimated accuracy of +/- 6 seconds.
 SX0211
 SX0211.The orthometric height was determined by differential leveling
 SX0211.and adjusted by the National Geodetic Survey in June 1991..
 SX0211
 SX0211.The geoid height was determined by GEOID03.
 SX0211
 SX0211.The dynamic height is computed by dividing the NAVD 88
 SX0211.geopotential number by the normal gravity value computed on the
 SX0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0211.degrees latitude (g = 980.6199 gals.).
 SX0211
 SX0211.The modeled gravity was interpolated from observed gravity values.
 SX0211
 SX0211;                    North         East    Units  Estimated Accuracy
 SX0211;SPC WA S     -   201,260.      529,080.      MT  (+/- 180 meters Scaled)
 SX0211
 SX0211                          SUPERSEDED SURVEY CONTROL
 SX0211
 SX0211  NGVD 29 (??/??/92)  781.179  (m)         2562.92   (f) ADJ UNCH    2 0
 SX0211
 SX0211.Superseded values are not recommended for survey control.
 SX0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0211.See file dsdata.txt to determine how the superseded data were derived.
 SX0211
 SX0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT186251(NAD 83)
 SX0211_MARKER: DZ = AZIMUTH MARK DISK
 SX0211_SETTING: 66 = SET IN ROCK OUTCROP
 SX0211_SP_SET: ROCK LEDGE
 SX0211_STAMPING: BRUSHY 1948
 SX0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0211+STABILITY: POSITION/ELEVATION WELL
 SX0211
 SX0211  HISTORY     - Date     Condition        Report By
 SX0211  HISTORY     - 1948     MONUMENTED       CGS
 SX0211  HISTORY     - 1949     GOOD             NGS
 SX0211
 SX0211                          STATION DESCRIPTION
 SX0211
 SX0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0211'4.6 MI W FROM SUNSET RANCH.
 SX0211'4.6 MILES WEST ALONG THE BUSHY ROAD FROM THE SUNSET RANCH, ON THE
 SX0211'NORTH SLOPE OF A HILL, ON THE SOUTHEAST SIDE OF A DEEP RAVINE, IN THE
 SX0211'TOP OF A SMALL BOULDER PROJECTING 0.2 FOOT ABOVE THE GROUND, 148 FEET
 SX0211'WEST OF THE CENTER LINE OF THE ROAD, 62 FEET EAST OF THE EDGE OF A
 SX0211'4-FOOT HIGH ROCK LEDGE, 5 FEET WEST OF A CAIRN, AND ABOUT LEVEL WITH
 SX0211'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0212 ***********************************************************************
 SX0212  DESIGNATION -  BRUSHY RM 1
 SX0212  PID         -  SX0212
 SX0212  STATE/COUNTY-  WA/KITTITAS
 SX0212  USGS QUAD   -  STRAY GULCH (1966)
 SX0212
 SX0212                         *CURRENT SURVEY CONTROL
 SX0212  ___________________________________________________________________
 SX0212* NAD 83(1986)-  47 08 18.     (N)    120 07 44.     (W)     SCALED    
 SX0212* NAVD 88     -       869.629  (meters)    2853.11   (feet)  ADJUSTED  
 SX0212  ___________________________________________________________________
 SX0212  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 SX0212  DYNAMIC HT  -         869.620 (meters)    2853.08  (feet)  COMP
 SX0212  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 SX0212
 SX0212  VERT ORDER  -  SECOND    CLASS 0
 SX0212
 SX0212.The horizontal coordinates were scaled from a topographic map and have
 SX0212.an estimated accuracy of +/- 6 seconds.
 SX0212
 SX0212.The orthometric height was determined by differential leveling
 SX0212.and adjusted by the National Geodetic Survey in June 1991..
 SX0212
 SX0212.The geoid height was determined by GEOID03.
 SX0212
 SX0212.The dynamic height is computed by dividing the NAVD 88
 SX0212.geopotential number by the normal gravity value computed on the
 SX0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0212.degrees latitude (g = 980.6199 gals.).
 SX0212
 SX0212.The modeled gravity was interpolated from observed gravity values.
 SX0212
 SX0212;                    North         East    Units  Estimated Accuracy
 SX0212;SPC WA S     -   200,700.      528,150.      MT  (+/- 180 meters Scaled)
 SX0212
 SX0212                          SUPERSEDED SURVEY CONTROL
 SX0212
 SX0212  NGVD 29 (??/??/92)  868.466  (m)         2849.29   (f) ADJ UNCH    2 0
 SX0212
 SX0212.Superseded values are not recommended for survey control.
 SX0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0212.See file dsdata.txt to determine how the superseded data were derived.
 SX0212
 SX0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT177245(NAD 83)
 SX0212_MARKER: DR = REFERENCE MARK DISK
 SX0212_SETTING: 80 = SET IN A BOULDER
 SX0212_SP_SET: BOULDER
 SX0212_STAMPING: BRUSHY NO 1 1948
 SX0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0212+STABILITY: SURFACE MOTION
 SX0212
 SX0212  HISTORY     - Date     Condition        Report By
 SX0212  HISTORY     - 1948     MONUMENTED       CGS
 SX0212  HISTORY     - 1949     GOOD             NGS
 SX0212
 SX0212                          STATION DESCRIPTION
 SX0212
 SX0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0212'5.5 MI W FROM SUNSET RANCH.
 SX0212'5.5 MILES WEST ALONG THE BUSHY ROAD FROM THE SUNSET RANCH, ON THE TOP
 SX0212'OF THE HIGHEST POINT OF A NORTH-SOUTH RIDGE, IN THE TOP OF A 1- BY
 SX0212'2-FOOT BOULDER PROJECTING 0.5 FOOT ABOVE THE GROUND, ABOUT 1049 FEET
 SX0212'WEST OF THE CENTER LINE OF THE ROAD, 29.6 FEET NORTHEAST OF BRUSHY
 SX0212'TRIANGULATION STATION, AND 17 FEET NORTHEAST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0213 ***********************************************************************
 SX0213  DESIGNATION -  BRUSHY RM 2
 SX0213  PID         -  SX0213
 SX0213  STATE/COUNTY-  WA/KITTITAS
 SX0213  USGS QUAD   -  STRAY GULCH (1966)
 SX0213
 SX0213                         *CURRENT SURVEY CONTROL
 SX0213  ___________________________________________________________________
 SX0213* NAD 83(1986)-  47 08 18.     (N)    120 07 44.     (W)     SCALED    
 SX0213* NAVD 88     -       869.947  (meters)    2854.15   (feet)  ADJUSTED  
 SX0213  ___________________________________________________________________
 SX0213  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 SX0213  DYNAMIC HT  -         869.939 (meters)    2854.12  (feet)  COMP
 SX0213  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 SX0213
 SX0213  VERT ORDER  -  SECOND    CLASS 0
 SX0213
 SX0213.The horizontal coordinates were scaled from a topographic map and have
 SX0213.an estimated accuracy of +/- 6 seconds.
 SX0213
 SX0213.The orthometric height was determined by differential leveling
 SX0213.and adjusted by the National Geodetic Survey in June 1991..
 SX0213
 SX0213.The geoid height was determined by GEOID03.
 SX0213
 SX0213.The dynamic height is computed by dividing the NAVD 88
 SX0213.geopotential number by the normal gravity value computed on the
 SX0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0213.degrees latitude (g = 980.6199 gals.).
 SX0213
 SX0213.The modeled gravity was interpolated from observed gravity values.
 SX0213
 SX0213;                    North         East    Units  Estimated Accuracy
 SX0213;SPC WA S     -   200,700.      528,150.      MT  (+/- 180 meters Scaled)
 SX0213
 SX0213                          SUPERSEDED SURVEY CONTROL
 SX0213
 SX0213  NGVD 29 (??/??/92)  868.784  (m)         2850.34   (f) ADJ UNCH    2 0
 SX0213
 SX0213.Superseded values are not recommended for survey control.
 SX0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0213.See file dsdata.txt to determine how the superseded data were derived.
 SX0213
 SX0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT177245(NAD 83)
 SX0213_MARKER: DR = REFERENCE MARK DISK
 SX0213_SETTING: 80 = SET IN A BOULDER
 SX0213_SP_SET: BOULDER
 SX0213_STAMPING: BRUSHY NO 2 1948
 SX0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0213+STABILITY: SURFACE MOTION
 SX0213
 SX0213  HISTORY     - Date     Condition        Report By
 SX0213  HISTORY     - 1948     MONUMENTED       CGS
 SX0213  HISTORY     - 1949     GOOD             NGS
 SX0213
 SX0213                          STATION DESCRIPTION
 SX0213
 SX0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0213'5.5 MI W FROM SUNSET RANCH.
 SX0213'5.5 MILES WEST ALONG THE BUSHY ROAD FROM THE SUNSET RANCH, ON THE TOP
 SX0213'OF THE HIGHEST POINT OF A NORTH-SOUTH RIDGE, IN THE TOP OF A 1- BY
 SX0213'1-FOOT BOULDER PROJECTING 0.2 FOOT ABOVE THE GROUND, ABOUT 1064 FEET
 SX0213'NORTH OF THE CENTER LINE OF THE ROAD, AND 13 PACES NORTHWEST OF BRUSHY
 SX0213'TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1703 ***********************************************************************
 RZ1703  DESIGNATION -  BRYAN
 RZ1703  PID         -  RZ1703
 RZ1703  STATE/COUNTY-  WA/WHITMAN
 RZ1703  USGS QUAD   -  WADES BAR (1981)
 RZ1703
 RZ1703                         *CURRENT SURVEY CONTROL
 RZ1703  ___________________________________________________________________
 RZ1703* NAD 83(1991)-  46 42 37.49128(N)    117 32 42.38249(W)     ADJUSTED  
 RZ1703* NAVD 88     -       606.8    (meters)    1991.     (feet)  VERTCON   
 RZ1703  ___________________________________________________________________
 RZ1703  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 RZ1703  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 RZ1703
 RZ1703  HORZ ORDER  -  SECOND
 RZ1703
 RZ1703.The horizontal coordinates were established by classical geodetic methods
 RZ1703.and adjusted by the National Geodetic Survey in December 1991..
 RZ1703
 RZ1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1703
 RZ1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1703
 RZ1703.The geoid height was determined by GEOID03.
 RZ1703
 RZ1703;                    North         East     Units Scale Factor Converg.
 RZ1703;SPC WA S     -   157,294.269   725,877.166   MT  0.99991698   +2 08 47.1
 RZ1703;SPC WA S     -   516,056.28  2,381,482.00   sFT  0.99991698   +2 08 47.1
 RZ1703;UTM  11      - 5,173,128.584   458,334.641   MT  0.99962134   -0 23 48.4
 RZ1703
 RZ1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1703!SPC WA S     -   0.99990795  x   0.99991698  =   0.99982494
 RZ1703!UTM  11      -   0.99990795  x   0.99962134  =   0.99952933
 RZ1703
 RZ1703|---------------------------------------------------------------------|
 RZ1703| PID    Reference Object                     Distance      Geod. Az  |
 RZ1703|                                                           dddmmss.s |
 RZ1703| CF4584 BRYAN RM 1                          375.510 METERS 06358     |
 RZ1703| CF4583 BRYAN AZ MK                                        0972218.2 |
 RZ1703| CF4585 BRYAN RM 2                          290.780 METERS 33606     |
 RZ1703|---------------------------------------------------------------------|
 RZ1703
 RZ1703                          SUPERSEDED SURVEY CONTROL
 RZ1703
 RZ1703  NAD 83(1991)-  46 42 37.50059(N)    117 32 42.37567(W) AD(       ) 2
 RZ1703  NAD 83(1986)-  46 42 37.49908(N)    117 32 42.37482(W) AD(       ) 2
 RZ1703  NAD 27      -  46 42 37.92800(N)    117 32 38.69000(W) AD(       ) 2
 RZ1703  NGVD 29 (07/19/86)  605.8    (m)         1988.     (f) VERT ANG       
 RZ1703
 RZ1703.Superseded values are not recommended for survey control.
 RZ1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1703.See file dsdata.txt to determine how the superseded data were derived.
 RZ1703
 RZ1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM5833573129(NAD 83)
 RZ1703_MARKER: DS = TRIANGULATION STATION DISK
 RZ1703_SETTING: 0 = UNSPECIFIED SETTING
 RZ1703
 RZ1703  HISTORY     - Date     Condition        Report By
 RZ1703  HISTORY     - 1946     MONUMENTED       CGS
 RZ1703  HISTORY     - 1949     GOOD             CGS
 RZ1703  HISTORY     - 1949     GOOD             USGS
 RZ1703  HISTORY     - 1969     GOOD             CGS
 RZ1703
 RZ1703                          STATION DESCRIPTION
 RZ1703
 RZ1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RZ1703'STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT CULTIVATED
 RZ1703'HILL LYING ABOUT 17-1/2 MILES W OF PULLMAN, 14 MILES SSW OF COLFAX,
 RZ1703'3-1/2 MILES WNW OF ALMOTA, AND 1.8 MILES N OF THE SNAKE RIVER AT
 RZ1703'THE NEAREST POINT.  IT IS ON THE PROPERTY OF MR. C.E. BRYAN OF
 RZ1703'POMEROY AND IS PROBABLY IN THE SW 1/4 SEC. 9, T. 14N., R. 42 E.
 RZ1703'
 RZ1703'STATION MARK IS A BRONZE STATION DISK BRAZED TO THE TOP OF A
 RZ1703'2-1/2-INCH IRON PIPE ABOUT 1 FOOT BELOW THE GROUND SURFACE.  IT
 RZ1703'IS ON THE HIGHEST POINT OF ROUNDED SUMMIT.  DISK IS STAMPED
 RZ1703'BRYAN 1945.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 RZ1703'CONCRETE.  NO WITNESS MARK WAS SET.
 RZ1703'
 RZ1703'REFERENCE MARK 1 IS A BRONZE DISK BRAZED TO THE TOP OF A
 RZ1703'2-1/2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE THE SURFACE.  IT
 RZ1703'IS IN THE FENCE LINE AT THE EDGE OF THE FIELD, APPROXIMATELY
 RZ1703'0.2 MILE DISTANT, AND 3 FEET NW OF A POWER POLE.  DISK IS STAMPED
 RZ1703'BRYAN NO 1 1945.
 RZ1703'
 RZ1703'REFERENCE MARK 2 IS A BRONZE DISK BRAZED TO THE TOP OF A
 RZ1703'2-1/2 INCH IRON PIPE PROJECTING 4 INCHES ABOVE THE SURFACE.  IT
 RZ1703'IS APPROXIMATELY 1/4 MILE DISTANT AND ACROSS THE DRAW FROM THE
 RZ1703'STATION, 22 FEET N OF THE CENTER OF THE ROAD LEADING TO PENAWAWA,
 RZ1703'AND 1 METER NW OF A POWER POLE.  DISK IS STAMPED BRYAN NO 2
 RZ1703'1945.  TO REACH FROM THE END OF TRUCK TRAVEL, GO W 0.15 MILE ON
 RZ1703'TRACK ROAD TO ITS INTERSECTION WITH THE ROAD TO PENAWAWA.  TURN
 RZ1703'RIGHT AND GO DOWN GRADE 0.1 MILE TO MARK ON BANK TO LEFT.
 RZ1703'
 RZ1703'AZIMUTH MARK IS A BRONZE DISK BRAZED TO THE TOP OF A 2-1/2-INCH
 RZ1703'IRON PIPE PROJECTING 1 INCH ABOVE A MASS OF CONCRETE.  IT IS SET
 RZ1703'IN THE FENCE LINE OF THE FIELD, APPROXIMATELY 0.3 MILE ESE ALONG
 RZ1703'THE CREST OF THE RIDGE, AND 1 METER N OF A POWER POLE.  DISK IS
 RZ1703'STAMPED BRYAN 1945.
 RZ1703'
 RZ1703'TO REACH THE STATION FROM THE POST OFFICE IN ALMOTA, GO N ON
 RZ1703'THE MAIN GRAVELED ROAD 4.25 MILES TO A T-INTERSECTION ON
 RZ1703'LEFT.  TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD 3.55 MILES TO
 RZ1703'THE END OF TRUCK TRAVEL AT SINK HOLE ON LEFT, 0.15 MILE BEFORE THE
 RZ1703'JUNCTION WITH THE ROAD LEADING TO PENAWAWA.  FROM THE END OF
 RZ1703'TRUCK TRAVEL, PACK S ABOUT 100 YARDS TO THE HIGHEST POINT AND
 RZ1703'STATION SITE.
 RZ1703
 RZ1703                          STATION RECOVERY (1949)
 RZ1703
 RZ1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WRH)
 RZ1703'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 RZ1703'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RZ1703'
 RZ1703'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT,
 RZ1703'CULTIVATED HILL, ABOUT 17-1/2 MILES WEST OF PULLMAN, ABOUT 14
 RZ1703'MILES SOUTH SOUTHWEST OF COLFAX, ABOUT 3-1/2 MILES WEST NORTHWEST
 RZ1703'OF ALMOTA AND ABOUT 2 MILES NORTH OF THE SNAKE RIVER.
 RZ1703'
 RZ1703'TO REACH, FROM THE U.S. POST OFFICE IN ALMOTA, GO NORTH, ON
 RZ1703'GRAVELED ROAD 4.25 MILES TO FORKS.  TAKE LEFT FORK, AND GO WESTERLY
 RZ1703'3.55 MILES TO END OF TRUCK TRAVEL 0.15 MILE BEFORE REACHING THE
 RZ1703'JUNCTION WITH ROAD LEADING TO PENAWAWA.  THENCE PACK SOUTHERLY,
 RZ1703'ABOUT 100 YARDS TO HIGHEST POINT OF CULTIVATED HILL AND THE
 RZ1703'STATION.
 RZ1703'
 RZ1703'THE STATION MARK IS A STANDARD DISK, STAMPED BRYAN 1945, SET INTO
 RZ1703'AND WELDED TO A 2-1/2 INCH PIPE WHICH IS ABOUT 12 INCHES BELOW THE
 RZ1703'SURFACE OF THE GROUND.
 RZ1703'
 RZ1703'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BRYAN NO 1
 RZ1703'1945, SET INTO AND WELDED TO A 2-1/2 INCH PIPE WHICH PROJECTS ABOUT
 RZ1703'4 INCHES AND IS ABOUT 50 FEET LOWER THAN THE STATION.  IT IS
 RZ1703'LOCATED IN THE FENCELINE AT THE EDGE OF THE CULTIVATED FIELD, ABOUT
 RZ1703'2 FEET NORTHWEST OF A POWERLINE POLE AND ABOUT 18 FEET SOUTH OF
 RZ1703'THE CENTERLINE OF THE DIRT ROAD.
 RZ1703'
 RZ1703'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BRYAN NO 2
 RZ1703'1945, SET INTO AND WELDED TO A 2-1/2 INCH PIPE WHICH PROJECTS
 RZ1703'ABOUT 2 INCHES AND IS ABOUT 80 FEET LOWER THAN THE STATION.  IT
 RZ1703'IS LOCATED IN THE FENCELINE OF THE CULTIVATED FIELD, ABOUT 20 FEET
 RZ1703'NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD AND ABOUT 3 FEET
 RZ1703'WEST OF A POWERLINE POLE.
 RZ1703'
 RZ1703'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRYAN 1945, SET INTO
 RZ1703'AND WELDED TO A 2-1/2 INCH PIPE WHICH PROJECTS ABOUT 6 INCHES.  IT
 RZ1703'IS LOCATED IN THE FENCELINE OF A NORTH-SOUTH BARB WIRE FENCE AND
 RZ1703'ABOUT 4 FEET NORTH OF A LONE POWERLINE POLE THAT IS ON THE TOP OF
 RZ1703'THE RIDGE.
 RZ1703'
 RZ1703'TO REACH, FROM THE STATION, GO EAST SOUTHEAST, ACROSS CULTIVATED
 RZ1703'FIELD 0.3 MILE TO THE NORTH-SOUTH FENCELINE AND THE AZIMUTH MARK.
 RZ1703
 RZ1703                          STATION RECOVERY (1949)
 RZ1703
 RZ1703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 RZ1703'RECOVERED IN GOOD CONDITION.
 RZ1703
 RZ1703                          STATION RECOVERY (1969)
 RZ1703
 RZ1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 RZ1703'THE STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 RZ1703'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED AFTER A
 RZ1703'BRIEF SEARCH.  THE FENCE HAS BEEN REMOVED AND THE MARK MAY HAVE
 RZ1703'BEEN BURIED.
 RZ1703'
 RZ1703'REFERENCE MARK 1 IS 15 FEET SOUTH OF THE CENTERLINE OF A DIRT
 RZ1703'ROAD, 3 FEET WEST OF A GUYED WOODEN POWER POLE JA 62 AND IN A FENCE
 RZ1703'LINE, 1 FOOT WEST OF A WITNESS POST.
 RZ1703'
 RZ1703'RECOVERY OF THE STATION WAS EFFECTED BY MEASURING 1232.0 FEET FROM
 RZ1703'REFERENCE MARK 1 TO THE TOP OF THE BARE, CULTIVATED HILL AND DIGGING
 RZ1703'TO THE STATION MARK.
 RZ1703'
 RZ1703'TO REACH THE STATION FROM THE POST OFFICE IN COLFAX, SOUTH ALONG
 RZ1703'U.S. HWY 195 (MAIN STREET) TOWARD PULLMAN FOR 0.3 MILE TO A FORK,
 RZ1703'CONTINUE AHEAD FOR 0.2 MILE ON MAIN STREET, TURN RIGHT ON FAIRVIEW
 RZ1703'STREET, GO 0.9 MILE TO A FORK, TAKE THE LEFT FORK, GO 5.6 MILES TO
 RZ1703'A FORK, TAKE THE LEFT FORK, GO 4.9 MILES TO A FORK, TAKE THE LEFT
 RZ1703'FORK, GO 0.4 MILE TO A FORK, TAKE THE RIGHT FORK, GO 2.6 MILES
 RZ1703'TO A ROAD ON THE RIGHT, TURN SHARP RIGHT, GO 3.6 MILES AND THE
 RZ1703'STATION ABOUT 100 YARDS TO THE LEFT ON THE CULTIVATED HILL (OR
 RZ1703'ABOUT 0.15 MILES EAST OF THE T-JUNCTION WITH THE PENAWAWA
 RZ1703'ROAD).
 RZ1703'
 RZ1703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ1703'3-1/2 MILES WNW OF ALMOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3665 ***********************************************************************
 SY3665  DESIGNATION -  BRYN 1919
 SY3665  PID         -  SY3665
 SY3665  STATE/COUNTY-  WA/KING
 SY3665  USGS QUAD   -  AUBURN (1994)
 SY3665
 SY3665                         *CURRENT SURVEY CONTROL
 SY3665  ___________________________________________________________________
 SY3665* NAD 83(1991)-  47 30 15.29506(N)    122 13 35.19602(W)     ADJUSTED  
 SY3665* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY3665  ___________________________________________________________________
 SY3665  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 SY3665  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 SY3665
 SY3665  HORZ ORDER  -  THIRD
 SY3665
 SY3665.The horizontal coordinates were established by classical geodetic methods
 SY3665.and adjusted by the National Geodetic Survey in December 1991..
 SY3665
 SY3665.The orthometric height was scaled from a topographic map.
 SY3665
 SY3665.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3665
 SY3665.The geoid height was determined by GEOID03.
 SY3665
 SY3665;                    North         East     Units Scale Factor Converg.
 SY3665;SPC WA N     -    57,013.443   395,052.406   MT  0.99999921   -1 02 13.9
 SY3665;SPC WA N     -   187,051.60  1,296,101.10   sFT  0.99999921   -1 02 13.9
 SY3665;UTM  10      - 5,261,491.871   558,254.353   MT  0.99964170   +0 34 13.4
 SY3665
 SY3665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3665!SPC WA N     -   1.00000221  x   0.99999921  =   1.00000142
 SY3665!UTM  10      -   1.00000221  x   0.99964170  =   0.99964391
 SY3665
 SY3665                          SUPERSEDED SURVEY CONTROL
 SY3665
 SY3665  NAD 83(1986)-  47 30 15.28782(N)    122 13 35.20364(W) AD(       ) 3
 SY3665  NAD 27      -  47 30 15.92800(N)    122 13 30.76900(W) AD(       ) 3
 SY3665
 SY3665.Superseded values are not recommended for survey control.
 SY3665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3665.See file dsdata.txt to determine how the superseded data were derived.
 SY3665
 SY3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5825461492(NAD 83)
 SY3665_MARKER: Z = SEE DESCRIPTION
 SY3665_SETTING: 0 = UNSPECIFIED SETTING
 SY3665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3665
 SY3665  HISTORY     - Date     Condition        Report By
 SY3665  HISTORY     - 1919     MONUMENTED       CGS
 SY3665  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY3665  HISTORY     - 1939     SEE DESCRIPTION  WAGS
 SY3665  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY3665  HISTORY     - 1953     SEE DESCRIPTION  LOCENG
 SY3665
 SY3665                          STATION DESCRIPTION
 SY3665
 SY3665'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3665'THIS IS A MAIN SCHEME STATION LOCATED ON THE SOUTHERN PART OF THE
 SY3665'LAKE ON THE W SHORE ABOUT 1/4 MILE NW OF BRYN MAWR.
 SY3665'
 SY3665'IT IS MARKED BY A REGULATION BRONZE DISK SET IN THE TOP OF A
 SY3665'CONCRETE MOLD POURED IN PLACE ABOUT 20 FEET FROM THE WATERS EDGE
 SY3665'AND ABOUT 5 FEET IN ELEVATION, AND ABOUT 50 FEET FROM THE CAR
 SY3665'TRACKS, ALSO ABOUT 75 YARDS S OF LAKEVIEW STATION OF THE RENTON
 SY3665'STREET CAR.  NAME STAMPED THEREON.
 SY3665'
 SY3665'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 SY3665'DESCRIBED IN NOTE 11B.
 SY3665
 SY3665                          STATION RECOVERY (1933)
 SY3665
 SY3665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY3665'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  STATION
 SY3665'IS ON PRIVATE PROPERTY.  THERE IS AN UNPAINTED SHACK JUST NW OF
 SY3665'STATION AND A GREEN BOARD FENCE TO THE S.
 SY3665
 SY3665                          STATION RECOVERY (1939)
 SY3665
 SY3665'RECOVERY NOTE BY WASHINGTON GEODETIC SURVEY 1939
 SY3665'RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION ADEQUATE.
 SY3665
 SY3665                          STATION RECOVERY (1952)
 SY3665
 SY3665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY3665'PREVIOUS DESCRIPTIONS ARE INADEQUATE.  STATION IS LOCATED IN A
 SY3665'VACANT LOT BETWEEN RESIDENCES 11006 AND 11010 RAINIER AVENUE, A
 SY3665'STANDARD TRIANGULATION DISK, NOTE 1A, STAMPED BRYN 1919, 3 INCHES
 SY3665'BELOW SURFACE OF GROUND.  IT IS 20 FEET FROM WATERS EDGE (OF LAKE
 SY3665'WASHINGTON), 13.9 FEET FROM SW CORNER OF 11006 RAINIER AVE., AND
 SY3665'26.7 FEET FROM THE SE CORNER, 17.2 FEET FROM THE CEDAR MENTIONED
 SY3665'IN PREVIOUS DESCRIPTION, NOW 12 INCHES IN DIAMETER AT THE
 SY3665'GROUND BUT IT DIVIDED INTO A NUMBER OF TRUNKS.  IT IS 1.6 FEET
 SY3665'EAST OF THE WEST SIDE OF THE DWELLING EXTENDED.  REFERENCE
 SY3665'MARK NO. 1 IS LOST, UNDER THE HEAVY FILL OF RAINIER AVENUE.
 SY3665'NO. 2 IS PRESUMABLY DESTROYED AS IT SHOULD BE UNDER THE DWELLING,
 SY3665'11006 RAINIER AVE.
 SY3665
 SY3665                          STATION RECOVERY (1953)
 SY3665
 SY3665'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953 (HDD)
 SY3665'MR. HORTON D. DENNIS, AN ENGINEER OF SEATTLE, REPORTS THAT THE
 SY3665'STATION COULD NOT BE FOUND, APPARENTLY DESTROYED DURING THE
 SY3665'CONSTRUCTION OF A SEWAGE DISPOSAL PLANT.  REFERENCE MARKS WERE
 SY3665'PREVIOUSLY REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3626 ***********************************************************************
 SY3626  DESIGNATION -  BRYN MAWR LARGE HOUSE GABLE
 SY3626  PID         -  SY3626
 SY3626  STATE/COUNTY-  WA/KING
 SY3626  USGS QUAD   -  AUBURN (1994)
 SY3626
 SY3626                         *CURRENT SURVEY CONTROL
 SY3626  ___________________________________________________________________
 SY3626* NAD 83(1991)-  47 30 36.65743(N)    122 14 15.19984(W)     ADJUSTED  
 SY3626* NAVD 88     -                                                        
 SY3626  ___________________________________________________________________
 SY3626  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 SY3626  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 SY3626
 SY3626  HORZ ORDER  -  THIRD
 SY3626
 SY3626.The horizontal coordinates were established by classical geodetic methods
 SY3626.and adjusted by the National Geodetic Survey in December 1991..
 SY3626
 SY3626
 SY3626.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3626
 SY3626.The geoid height was determined by GEOID03.
 SY3626
 SY3626;                    North         East     Units Scale Factor Converg.
 SY3626;SPC WA N     -    57,688.293   394,227.419   MT  0.99999812   -1 02 43.7
 SY3626;SPC WA N     -   189,265.67  1,293,394.46   sFT  0.99999812   -1 02 43.7
 SY3626;UTM  10      - 5,262,143.077   557,411.060   MT  0.99964050   +0 33 44.1
 SY3626
 SY3626                          SUPERSEDED SURVEY CONTROL
 SY3626
 SY3626  NAD 83(1986)-  47 30 36.65068(N)    122 14 15.20765(W) AD(       ) 4
 SY3626  NAD 27      -  47 30 37.30000(N)    122 14 10.77000(W) AD(       ) 3
 SY3626
 SY3626.Superseded values are not recommended for survey control.
 SY3626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3626.See file dsdata.txt to determine how the superseded data were derived.
 SY3626
 SY3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5741162143(NAD 83)
 SY3626_MARKER: 81 = GABLE
 SY3626
 SY3626  HISTORY     - Date     Condition        Report By
 SY3626  HISTORY     - 1956     FIRST OBSERVED   CGS
 SY3626
 SY3626                          STATION DESCRIPTION
 SY3626
 SY3626'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSH)
 SY3626'SITUATED JUST NW OF BRYN MAWR (INCORPORATED), ALONG THE SW SHORE
 SY3626'OF LAKE WASHINGTON, THIS STATION IS THE LARGEST AND OFFSHORE GABLE
 SY3626'(WHITE PAINTED) OF THE LARGE HOUSE SITUATED AT RAINIER AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1323 ***********************************************************************
 SC1323  DESIGNATION -  BRYNION
 SC1323  PID         -  SC1323
 SC1323  STATE/COUNTY-  WA/COWLITZ
 SC1323  USGS QUAD   -  MT BRYNION (1990)
 SC1323
 SC1323                         *CURRENT SURVEY CONTROL
 SC1323  ___________________________________________________________________
 SC1323* NAD 83(1991)-  46 10 03.08617(N)    122 51 55.88333(W)     ADJUSTED  
 SC1323* NAVD 88     -       316.7    (meters)    1039.     (feet)  VERTCON   
 SC1323  ___________________________________________________________________
 SC1323  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 SC1323  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SC1323
 SC1323  HORZ ORDER  -  SECOND
 SC1323
 SC1323.The horizontal coordinates were established by classical geodetic methods
 SC1323.and adjusted by the National Geodetic Survey in December 1991..
 SC1323
 SC1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1323
 SC1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1323
 SC1323.The geoid height was determined by GEOID03.
 SC1323
 SC1323;                    North         East     Units Scale Factor Converg.
 SC1323;SPC WA S     -    95,459.000   317,350.728   MT  0.99994100   -1 43 05.9
 SC1323;SPC WA S     -   313,185.07  1,041,174.85   sFT  0.99994100   -1 43 05.9
 SC1323;SPC OR N     -   280,590.367 2,317,330.097   MT  1.00004693   -1 40 39.3
 SC1323;SPC OR N     -   920,572.07  7,602,789.03   iFT  1.00004693   -1 40 39.3
 SC1323;UTM  10      - 5,112,669.612   510,381.384   MT  0.99960132   +0 05 49.2
 SC1323
 SC1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1323!SPC WA S     -   0.99995371  x   0.99994100  =   0.99989472
 SC1323!SPC OR N     -   0.99995371  x   1.00004693  =   1.00000064
 SC1323!UTM  10      -   0.99995371  x   0.99960132  =   0.99955505
 SC1323
 SC1323:                Primary Azimuth Mark                     Grid Az
 SC1323:SPC WA S     -  LONGVIEW PACIFIC PAPER E STACK           209 12 57.0
 SC1323:SPC OR N     -  LONGVIEW PACIFIC PAPER E STACK           209 10 30.4
 SC1323:UTM  10      -  LONGVIEW PACIFIC PAPER E STACK           207 24 01.9
 SC1323
 SC1323|---------------------------------------------------------------------|
 SC1323| PID    Reference Object                     Distance      Geod. Az  |
 SC1323|                                                           dddmmss.s |
 SC1323| SC1396 LONGVIEW PACIFIC PAPER E STACK      APPROX. 6.8 KM 2072951.1 |
 SC1323| SC1417 LONGVIEW FIBRE CO STACK             APPROX. 8.4 KM 2110245.1 |
 SC1323| CE2979 BRYNION RM 2                          8.621 METERS 22756     |
 SC1323| CE2977 BRYNION AZ MK                                      2483053.8 |
 SC1323|---------------------------------------------------------------------|
 SC1323
 SC1323                          SUPERSEDED SURVEY CONTROL
 SC1323
 SC1323  NAD 83(1991)-  46 10 03.08619(N)    122 51 55.88326(W) AD(       ) 2
 SC1323  NAD 83(1986)-  46 10 03.10464(N)    122 51 55.87931(W) AD(       ) 2
 SC1323  NAD 27      -  46 10 03.69713(N)    122 51 51.48372(W) AD(       ) 2
 SC1323  NGVD 29 (07/19/86)  315.7    (m)         1036.     (f) VERT ANG       
 SC1323
 SC1323.Superseded values are not recommended for survey control.
 SC1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1323.See file dsdata.txt to determine how the superseded data were derived.
 SC1323
 SC1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES1038112670(NAD 83)
 SC1323_MARKER: DS = TRIANGULATION STATION DISK
 SC1323_SETTING: 0 = UNSPECIFIED SETTING
 SC1323
 SC1323  HISTORY     - Date     Condition        Report By
 SC1323  HISTORY     - 1947     MONUMENTED       CGS
 SC1323  HISTORY     - 1952     GOOD             USGS
 SC1323  HISTORY     - 1959     SEE DESCRIPTION  BPA
 SC1323  HISTORY     - 1964     MARK NOT FOUND   CGS
 SC1323
 SC1323                          STATION DESCRIPTION
 SC1323
 SC1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SC1323'THE STATION IS LOCATED ON A ROUNDED AN CULTIVATED KNOLL ABOUT 2.5
 SC1323'MILES NORTH EAST OF THE CENTRAL SECTION OF KELSO, ABOUT 1.5 MILES
 SC1323'EAST OF ROCKY POINT AND ABOUT 8 MILES SOUTH SOUTHEAST OF CASTLE
 SC1323'ROCK.
 SC1323'
 SC1323'TO REACH THE STATION FROM THE POST OFFICE IN KELSO GO NORTH FOR
 SC1323'2 BLOCKS TO COWLITZ AVE., TURN RIGHT, EAST, FOR 0.4 MILE TO SEVENTH
 SC1323'AVENUE.  TURN LEFT, NORTH, FOR 0.4 MILE.  FOLLOW SURFACED ROAD
 SC1323'TO RIGHT, EASTERLY, FOR 1.4 MILE TO AZIMUTH MARK AT LEFT, NORTH,
 SC1323'SIDE OF ROAD.  CONTINUE EASTERLY FOR 1.6 MILES TO A DRIVEWAY IN
 SC1323'TO AN OLD FARM HOUSE.  TURN RIGHT, SOUTH, IN TO DRIVEWAY FOR 0.1
 SC1323'MILE TO STATION ON LEFT.
 SC1323'
 SC1323'THE STATION IS SITUATED 24.5 FEET NORTH OF THE NORTHWEST CORNER
 SC1323'OF AN OLD FARM HOUSE, 8.6 FEET NORTH OF A BARBED WIRE FENCE, AND
 SC1323'52.7 FEET WEST NORTHWEST OF A LONE FIR TREE.  IT IS A STANDARD
 SC1323'BRONZE DISK SET IN THE TOP OF A CONCRETE POST 14 INCHES BELOW THE
 SC1323'GROUND AND IS STAMPED BRYNION 1947.
 SC1323'
 SC1323'REFERENCE MARK NUMBER 1 IS A STANDARD BRONZE DISK SET IN THE
 SC1323'TOP OF AN 8 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND AND 12
 SC1323'INCHES ABOVE THE STATION.  IT IS STAMPED BRYNION NO 1 1947.
 SC1323'
 SC1323'REFERENCE MARK NUMBER 2 IS A STANDARD BRONZE DISK SET IN THE TOP
 SC1323'OF AN 8 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 SC1323'GROUND AND IS ABOUT 12 INCHES ABOVE THE STATION.  IT IS STAMPED
 SC1323'BRYNION NO 2 1947.
 SC1323'
 SC1323'THE SUBSTITUTE STATION, 101V119-A, IS THE CENTER AND BASE OF A
 SC1323'FENCE CORNER.  0.35 METERS ABOVE THE STATION.
 SC1323'
 SC1323'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF AN
 SC1323'8 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 SC1323'GROUND.  IT IS 16.5 FEET NORTH OF THE CENTER LINE OF A SURFACED
 SC1323'ROAD, 2.4 FEET SOUTH OF EAST END OF A GATE AND 10.9 FEET
 SC1323'SOUTHWEST OF THE SOUTH WEST CORNER OF AN OLD SHED.  IT IS STAMPED
 SC1323'BRYNION 1947.
 SC1323
 SC1323                          STATION RECOVERY (1952)
 SC1323
 SC1323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC1323'STATION WILL BE BURIED NEAR THE SE CORNER OF A HOUSE NOW BEING
 SC1323'BUILT.
 SC1323'
 SC1323'THE REFERENCE MARKS WILL BE MOVED TO MAKE WAY FOR THE CONSTRUCTION
 SC1323'OF A GARAGE.  THE PROPERTY ON WHICH THE STATION IS LOCATED IS
 SC1323'OWNED BY A MR. LARSON WHO IS EMPLOYED BY THE STANDARD DAIRY IN
 SC1323'LONGVIEW, WASH.
 SC1323
 SC1323                          STATION RECOVERY (1959)
 SC1323
 SC1323'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1959
 SC1323'REFERENCE MARK NO. 2 WAS RECOVERED.  AN EXCAVATION HAS BEEN MADE
 SC1323'FOR A BASEMENT OF A HOME.  IT IS EVIDENT THAT THE STATION AND
 SC1323'REFERENCE MARK NO. 1 HAVE BEEN REMOVED IN THE EXCAVATION.
 SC1323
 SC1323                          STATION RECOVERY (1964)
 SC1323
 SC1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 SC1323'THE STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED AND IT IS
 SC1323'BELIEVED THAT THE STATION MARK WAS DESTROYED DURING THE
 SC1323'EXCAVATION FOR A BASEMENT.  REFERENCE MARK NO. 1 WAS NOT
 SC1323'RECOVERED.  REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION
 SC1323'AND THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  LANDMARKS HAVE
 SC1323'CHANGED.  A NEW TO REACH AND NEW REFERENCE MEASUREMENTS FOLLOW.
 SC1323'
 SC1323'TO REACH THE STATION FROM THE KELSO POST OFFICE GO SOUTH ON THIRD
 SC1323'AVENUE FOR 0.05 MILE TO ALLEN STREET, TURN LEFT AND GO EAST ON
 SC1323'ALLEN STREET FOR 0.6 MILE TO THE JUNCTION WITH U.S. HIGHWAY 99,
 SC1323'TURN LEFT AND GO NORTH ON U.S. HIGHWAY 99 FOR 0.3 MILE TO THE
 SC1323'MT. BRYNION ROAD EXIT, TURN RIGHT AND GO NORTHEAST ON
 SC1323'MT. BRYNION ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE
 SC1323'LEFT.  CONTINUE NORTHEAST ON MT. BRYNION ROAD FOR 1.5 MILES
 SC1323'TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST ON THE
 SC1323'DRIVEWAY FOR 0.05 MILE TO A YELLOW HOUSE ORIGINALLY
 SC1323'DESIGNED TO BE A GARAGE AND REFERENCE MARK NO. 2 IN THE LAWN, 47
 SC1323'FEET SOUTHEAST OF A POST AT THE NORTHWEST CORNER OF THE LAWN,
 SC1323'22 FEET NORTHEAST OF A POST AT THE WEST EDGE OF THE LAWN, 16 FEET
 SC1323'WEST OF THE NORTHWEST CORNER OF THE HOUSE AND 11 FEET
 SC1323'WEST OF A POST AT THE EAST EDGE OF THE LAWN.  A STANDARD DISK,
 SC1323'STAMPED BRYNION NO 2 1947, SET IN THE TOP OF AN 8-INCH SQUARE
 SC1323'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 SC1323'
 SC1323'THE AZIMUTH MARK, STAMPED BRYNION 1947, IS A STANDARD DISK SET IN
 SC1323'THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS
 SC1323'52 FEET NORTH AND ACROSS MT. BRYNION ROAD FROM POWER POLE NO. 29,
 SC1323'18 FEET NORTHWEST OF THE CENTER OF THE ROAD, 11 FEET NORTHEAST
 SC1323'OF THE CENTER OF A DRIVEWAY, 2 FEET SOUTHEAST OF THE NORTHEAST
 SC1323'END OF A GATE AND 0.5 FOOT SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2398 ***********************************************************************
 SC2398  DESIGNATION -  BUCK
 SC2398  PID         -  SC2398
 SC2398  STATE/COUNTY-  WA/PACIFIC
 SC2398  USGS QUAD   -  SOUTH BEND (1994)
 SC2398
 SC2398                         *CURRENT SURVEY CONTROL
 SC2398  ___________________________________________________________________
 SC2398* NAD 83(1991)-  46 39 47.08129(N)    123 46 54.14641(W)     ADJUSTED  
 SC2398* NAVD 88     -        50.7    (meters)     166.     (feet)  VERTCON   
 SC2398  ___________________________________________________________________
 SC2398  LAPLACE CORR-          12.56  (seconds)                    DEFLEC99
 SC2398  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SC2398
 SC2398  HORZ ORDER  -  SECOND
 SC2398
 SC2398.The horizontal coordinates were established by classical geodetic methods
 SC2398.and adjusted by the National Geodetic Survey in December 1991..
 SC2398
 SC2398.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2398
 SC2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2398
 SC2398.The geoid height was determined by GEOID03.
 SC2398
 SC2398;                    North         East     Units Scale Factor Converg.
 SC2398;SPC WA S     -   153,024.772   248,935.488   MT  0.99991552   -2 23 01.7
 SC2398;SPC WA S     -   502,048.77    816,715.85   sFT  0.99991552   -2 23 01.7
 SC2398;UTM  10      - 5,168,021.037   440,197.802   MT  0.99964396   -0 34 06.9
 SC2398
 SC2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2398!SPC WA S     -   0.99999561  x   0.99991552  =   0.99991113
 SC2398!UTM  10      -   0.99999561  x   0.99964396  =   0.99963957
 SC2398
 SC2398:                Primary Azimuth Mark                     Grid Az
 SC2398:SPC WA S     -  VANE                                     006 48 05.2
 SC2398:UTM  10      -  VANE                                     004 59 10.4
 SC2398
 SC2398|---------------------------------------------------------------------|
 SC2398| PID    Reference Object                     Distance      Geod. Az  |
 SC2398|                                                           dddmmss.s |
 SC2398| SC2420 VANE                                APPROX. 1.2 KM 0042503.5 |
 SC2398| SC2409 CUT USE 1939                        APPROX. 2.0 KM 0223222.0 |
 SC2398| CE2980 BUCK RM 1                            13.817 METERS 06107     |
 SC2398| CE2981 BUCK RM 2                            54.116 METERS 22433     |
 SC2398| CE2982 BUCK RM 3                            70.555 METERS 26238     |
 SC2398| SC2449 BUCK RM 4                           105.424 METERS 33443     |
 SC2398|---------------------------------------------------------------------|
 SC2398
 SC2398                          SUPERSEDED SURVEY CONTROL
 SC2398
 SC2398  NAD 83(1991)-  46 39 47.07982(N)    123 46 54.14703(W) AD(       ) 2
 SC2398  NAD 83(1986)-  46 39 47.08082(N)    123 46 54.13329(W) AD(       ) 2
 SC2398  NAD 27      -  46 39 47.72320(N)    123 46 49.54845(W) AD(       ) 2
 SC2398  NGVD 29 (07/19/86)   49.7    (m)          163.     (f) VERT ANG       
 SC2398
 SC2398.Superseded values are not recommended for survey control.
 SC2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2398.See file dsdata.txt to determine how the superseded data were derived.
 SC2398
 SC2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4019868021(NAD 83)
 SC2398_MARKER: DS = TRIANGULATION STATION DISK
 SC2398_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SC2398
 SC2398  HISTORY     - Date     Condition        Report By
 SC2398  HISTORY     - 1939     MONUMENTED       CGS
 SC2398  HISTORY     - 1953     GOOD             CGS
 SC2398  HISTORY     - 1973     GOOD             WA-049
 SC2398  HISTORY     - 1974     GOOD             NGS
 SC2398  HISTORY     - 1976     GOOD             NGS
 SC2398  HISTORY     - 1979     GOOD             NGS
 SC2398
 SC2398                          STATION DESCRIPTION
 SC2398
 SC2398'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2398'STATION IS ON THE S SIDE OF THE WILLAPA RIVER, ON THE E CITY LIMITS
 SC2398'OF SOUTH BEND, AND ON THE PROLONGATION OF WATER STREET, IF EXTENDED
 SC2398'E OVER TOP OF THE HILL, ON PROPERTY OWNED BY A MR. BUCKINGHAM, AND
 SC2398'IN THE ALTA VISTA VICINITY.  THE STATION IS ABOUT 1/2 MILE SE OF
 SC2398'THE RIVER AND 3/4 MILE S OF EKLUND PARK (A SMALL HILL ON WHICH THE
 SC2398'WEATHER BUREAU TOWER IS LOCATED.  REACHED AS FOLLOWS--GO E ON FIRST
 SC2398'STREET N OF WATER STREET TO STREET RUNNING STRAIGHT UP RIDGE ON E
 SC2398'CITY LIMITS, TURN RIGHT, GO 1 BLOCK TO LARGE OLD FASHIONED HOUSE AND
 SC2398'END OF TRUCK TRAVEL AND STATION.
 SC2398'
 SC2398'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AND
 SC2398'IT IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND IN
 SC2398'A CULTIVATED FIELD 13.817 METERS W OF OLD GRAVE, AND IS ABOUT 70
 SC2398'METERS E OF THE OLD FASHIONED HOUSE AT THE END OF TRUCK TRAVEL.
 SC2398'
 SC2398'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN CONCRETE BLOCK
 SC2398'AT FOOT OF PEAR TREE, ABOUT 50 METERS SE OF OLD FASHIONED HOUSE.
 SC2398'
 SC2398'REFERENCE MARK NO.1 IS CROSS CUT IN SE CORNER OF OLD GRAVE COVERING.
 SC2398
 SC2398                          STATION RECOVERY (1953)
 SC2398
 SC2398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2398'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.  A
 SC2398'COMPLETE DESCRIPTION FOLLOWS--
 SC2398'
 SC2398'ON THE S SIDE OF THE WILLAPA RIVER ABOUT 1/2 MI. SE OF THE RIVER,
 SC2398'AND ABOUT 3/4 MI. S OF ECKLUND PARK (A SMALL HILL WHERE THE
 SC2398'WEATHER BUREAU TOWER IS LOCATED), ON THE PROLONGATION OF WATER STREET
 SC2398'(IF EXTENDED E OVER THE TOP OF THE HILL), AND ONE BLOCK E OF THE
 SC2398'CORNER OF HARRISON STREET AND BROADWAY, IN THE PASTURE BEHIND AN
 SC2398'OLD-FASHIONED HOUSE, ABOUT 70 M. E OF THE HOUSE AND ABOUT 14 M. W OF
 SC2398'THE CONCRETE COVER OF AN OLD GRAVE.  A STANDARD DISK, SET IN AN
 SC2398'IRREGULAR MASS OF CONCRETE ABOUT 14 IN. BELOW THE SURFACE.
 SC2398'
 SC2398'REFERENCE MARK 1 IS A CROSS CUT IN THE SE CORNER OF AN OLD GRAVE
 SC2398'COVER.
 SC2398'
 SC2398'REFERENCE MARK 2 WAS NOT RECOVERED.  IT IS PREVIOUSLY DESCRIBED AS
 SC2398'A STANDARD DISK SET IN A CONCRETE BLOCK AT THE FOOT OF A PEAR TREE
 SC2398'ABOUT 50 M. SE OF THE OLD-FASHIONED HOUSE.
 SC2398
 SC2398                          STATION RECOVERY (1973)
 SC2398
 SC2398'RECOVERY NOTE BY PACIFIC COUNTY WASHINGTON 1973
 SC2398'STATION RECOVERED IN GOOD CONDITION.  STATION IS BURIED 14 INCHES
 SC2398'UNDER SURFACE OF HAY FIELD.  RM 1 WAS REMOVED FROM FIELD, RM 2 WAS
 SC2398'ALSO DESTROYED.  A NUMBER OF IRON OBJECTS WERE PLACED IN HOLE TO
 SC2398'AID IN FUTURE LOCATION WITH A METAL DETECTOR.  ALSO, SOME SOIL
 SC2398'STERILANT WAS PLACED IN A 24 INCH RADIUS OF STATION.  THIS STATION IS
 SC2398'WELL LOCATED FOR RAYMOND AND SOUTH BEND CONTROL AND IS IN NEED OF
 SC2398'NEW REFERENCE MARKS.
 SC2398
 SC2398                          STATION RECOVERY (1974)
 SC2398
 SC2398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SC2398'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  NEITHER OF THE
 SC2398'REFERENCE MARKS WERE FOUND.  I WAS TOLD REFERENCE MARK NO. 2 CAME
 SC2398'OUT OF THE GROUND WITH THE TREE ROOTS, WHEN THE TREE BLEW OVER,
 SC2398'AND THAT THE GRAVE WAS DONE AWAY WITH AFTER THE REMAINS WERE MOVED.
 SC2398'TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 SC2398'
 SC2398'THE STATION IS ON A GRASSY HILL IN A PASTURE AT THE SOUTHEAST CORNER
 SC2398'OF THE TOWN OF SOUTH BEND, NEAR THE NORTHEAST CORNER OF SECTION 34, T
 SC2398'14 N, R 9 W.
 SC2398'
 SC2398'TO REACH FROM THE INTERSECTION OF MEMORIAL DRIVE AND U.S. HIGHWAY
 SC2398'101 IN SOUTH BEND, GO EAST ON U.S. HIGHWAY 101 FOR 0.7 MILE TO A
 SC2398'STREET RUNNING EAST, 1 BLOCK NORTHEAST OF A CURVE, TURN RIGHT AND GO
 SC2398'EAST ON BROADWAY AVENUE 0.55 MILE TO HARRISON STREET (FROM HERE,
 SC2398'REFERENCE MARK NO. 4 IS STRAIGHT AHEAD 0.05 MILE ON THE PROPERTY OF
 SC2398'MR. LYN SMITH).  GO SOUTH ON HARRISON STREET FOR 1 BLOCK TO WATER
 SC2398'STREET (WHICH DEAD-ENDS AT HARRISON), TURN LEFT AND GO EASTERLY ON
 SC2398'A DRIVEWAY FOR ABOUT 40 YARDS TO THE GARAGE AT AN OLD, THREE-STORY,
 SC2398'MANSION TYPE HOUSE, OWNED BY MR. JESSE MAJOR, AND REFERENCE MARK NO.
 SC2398'3, 29.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE.
 SC2398'WALK EAST ABOUT 75 YARDS ACROSS THE PASTURE TO THE STATION.
 SC2398'
 SC2398'THE STATION MARK, STAMPED BUCK 1939, IS A STANDARD DISK SET IN
 SC2398'CONCRETE 14 INCHES BELOW GROUND AND 231 FEET EAST OF THE WITNESS
 SC2398'POST AND FENCE ALONG THE WEST SIDE OF THE FIELD.
 SC2398'
 SC2398'REFERENCE MARK NO. 3, STAMPED BUCK 1939 NO 3 1974, IS A STANDARD
 SC2398'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 37
 SC2398'FEET SOUTH OF THE PROJECTED CENTERLINE OF WATER STREET, 33 FEET
 SC2398'EAST OF THE EAST SIDE OF A 5-FOOT SPRUCE TREE, 12 FEET EAST OF THE
 SC2398'CENTER OF THE DRIVEWAY, 3-1/2 FEET WEST OF A METAL WITNESS POST AND
 SC2398'FENCELINE.
 SC2398'
 SC2398'REFERENCE MARK NO. 4, STAMPED BUCK 1939 NO 4 1974, IS A STANDARD
 SC2398'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 SC2398'ABOUT 40 YARDS EAST OF THE INTERSECTION OF HARRISON AND BROADWAY
 SC2398'STREETS, 45.0 FEET EAST OF THE NORTHEAST CORNER OF MR. SMITHS
 SC2398'GARAGE, 42.3 FEET SOUTH OF THE PROJECTED CENTERLINE OF BROADWAY
 SC2398'AVENUE, (LOOKING WEST), 26.8 FEET SOUTH OF A GUYED, TELEPHONE POLE
 SC2398'AND 1.5 FEET SOUTH OF THE PROJECTED NORTH EDGE OF THE SIDEWALK ALONG
 SC2398'THE NORTH SIDE OF MR. SMITHS HOUSE.
 SC2398'
 SC2398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN SE PART OF
 SC2398'SOUTH BEND.
 SC2398
 SC2398                          STATION RECOVERY (1976)
 SC2398
 SC2398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SC2398'THE STATION WAS RECOVERED AS DESCRIBED IN 1974 BY C.L.N.
 SC2398'
 SC2398'ALTHOUGH MR. JESSE MAJOR OWNS THE HOUSE WEST OF THE STATION, THE
 SC2398'STATION MARK IS ON LAND OWNED BY WINIFORD BUCKINGHAM.
 SC2398'
 SC2398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN SOUTHEAST PART
 SC2398'OF SOUTH BEND.
 SC2398
 SC2398                          STATION RECOVERY (1979)
 SC2398
 SC2398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SC2398'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AND
 SC2398'FOUND IN GOOD CONDITION AS DESCRIBED IN 1974.  THE ROUTE TO REACH IS
 SC2398'COMPLETE AND ACCURATE.  THE STATION WAS NOT OCCUPIED AT THIS DATE
 SC2398'BUT WAS USED FOR A CHECK ANGLE AS STATION ZINE 2 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2052 ***********************************************************************
 TR2052  DESIGNATION -  BUCK
 TR2052  PID         -  TR2052
 TR2052  STATE/COUNTY-  WA/SAN JUAN
 TR2052  USGS QUAD   -  BLAKELY ISLAND (1994)
 TR2052
 TR2052                         *CURRENT SURVEY CONTROL
 TR2052  ___________________________________________________________________
 TR2052* NAD 83(1991)-  48 36 54.16150(N)    122 49 25.17275(W)     ADJUSTED  
 TR2052* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 TR2052  ___________________________________________________________________
 TR2052  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 TR2052  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TR2052
 TR2052  HORZ ORDER  -  SECOND
 TR2052
 TR2052.The horizontal coordinates were established by classical geodetic methods
 TR2052.and adjusted by the National Geodetic Survey in December 1991..
 TR2052
 TR2052.The orthometric height was scaled from a topographic map.
 TR2052
 TR2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2052
 TR2052.The geoid height was determined by GEOID03.
 TR2052
 TR2052;                    North         East     Units Scale Factor Converg.
 TR2052;SPC WA N     -   181,467.054   353,264.561   MT  0.99997990   -1 28 54.6
 TR2052;SPC WA N     -   595,363.16  1,159,002.15   sFT  0.99997990   -1 28 54.6
 TR2052;UTM  10      - 5,384,678.587   512,997.123   MT  0.99960208   +0 07 56.3
 TR2052
 TR2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2052!SPC WA N     -   0.99999005  x   0.99997990  =   0.99996995
 TR2052!UTM  10      -   0.99999005  x   0.99960208  =   0.99959213
 TR2052
 TR2052|---------------------------------------------------------------------|
 TR2052| PID    Reference Object                     Distance      Geod. Az  |
 TR2052|                                                           dddmmss.s |
 TR2052| CF7644 BUCK RM 2                            16.040 METERS 02132     |
 TR2052| TR1975 PEAPOD                              APPROX. 6.5 KM 0615856.7 |
 TR2052| TR1976 PEAPOD LIGHT                        APPROX. 6.6 KM 0624713.5 |
 TR2052| CF7643 BUCK RM 1                             6.370 METERS 26158     |
 TR2052| TR2059 OLGA CABLE CROSSING SIGN            APPROX. 1.5 KM 2872814.6 |
 TR2052|---------------------------------------------------------------------|
 TR2052
 TR2052                          SUPERSEDED SURVEY CONTROL
 TR2052
 TR2052  NAD 83(1986)-  48 36 54.16376(N)    122 49 25.17488(W) AD(       ) 2
 TR2052  NAD 27      -  48 36 54.79300(N)    122 49 20.54400(W) AD(       ) 2
 TR2052
 TR2052.Superseded values are not recommended for survey control.
 TR2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2052.See file dsdata.txt to determine how the superseded data were derived.
 TR2052
 TR2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1299784679(NAD 83)
 TR2052_MARKER: Z = SEE DESCRIPTION
 TR2052_SETTING: 0 = UNSPECIFIED SETTING
 TR2052
 TR2052  HISTORY     - Date     Condition        Report By
 TR2052  HISTORY     - 1938     MONUMENTED       CGS
 TR2052  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2052
 TR2052                          STATION DESCRIPTION
 TR2052
 TR2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CAE)
 TR2052'STATION IS LOCATED ON TOP OF A 200-FOOT KNOLL, 3/4 MILE SE OF THE
 TR2052'VILLAGE OF OLGA, ORCAS ISLAND.  THE KNOLL IS SPARSELY COVERED WITH
 TR2052'DEAD PINE TREES.  A PATH RUNS SEVERAL FEET TO THE N OF THE STATION.
 TR2052'
 TR2052'STATION IS A STANDARD DISK WEDGED IN A DRILL HOLE IN LARGE BOULDER
 TR2052'SET FLUSH WITH SURFACE OF GROUND.
 TR2052'
 TR2052'REFERENCE MARKS ARE THE SAME EXCEPT THAT BOULDERS ARE IN THEIR
 TR2052'NATURAL POSITION.
 TR2052'
 TR2052'STATION REACHED FROM A BOAT BY A LANDING ON THE E SIDE OF BUCK
 TR2052'BAY AND THEN A 10-MINUTE WALK TO THE STATION.
 TR2052
 TR2052                          STATION RECOVERY (1940)
 TR2052
 TR2052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2052'STATION AND R.M.S RECOVERED.  NO MEASUREMENTS TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1162 ***********************************************************************
 SW1162  DESIGNATION -  BUCK
 SW1162  PID         -  SW1162
 SW1162  STATE/COUNTY-  WA/STEVENS
 SW1162  USGS QUAD   -  FORT SPOKANE (1985)
 SW1162
 SW1162                         *CURRENT SURVEY CONTROL
 SW1162  ___________________________________________________________________
 SW1162* NAD 83(1991)-  47 59 22.43731(N)    118 21 31.29286(W)     ADJUSTED  
 SW1162* NAVD 88     -       555.97   (+/-2cm)    1824.0    (feet)  VERTCON   
 SW1162  ___________________________________________________________________
 SW1162  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 SW1162  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 SW1162
 SW1162  HORZ ORDER  -  SECOND
 SW1162  VERT ORDER  -  THIRD ? (See Below)
 SW1162
 SW1162.The horizontal coordinates were established by classical geodetic methods
 SW1162.and adjusted by the National Geodetic Survey in December 1991..
 SW1162
 SW1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1162.The vertical order pertains to the NGVD 29 superseded value.
 SW1162
 SW1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1162
 SW1162.The geoid height was determined by GEOID03.
 SW1162
 SW1162;                    North         East     Units Scale Factor Converg.
 SW1162;SPC WA N     -   112,991.219   684,666.151   MT  0.99994475   +1 50 32.7
 SW1162;SPC WA N     -   370,705.36  2,246,275.53   sFT  0.99994475   +1 50 32.7
 SW1162;UTM  11      - 5,316,033.675   398,628.194   MT  0.99972627   -1 00 34.7
 SW1162
 SW1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1162!SPC WA N     -   0.99991585  x   0.99994475  =   0.99986060
 SW1162!UTM  11      -   0.99991585  x   0.99972627  =   0.99964214
 SW1162
 SW1162:                Primary Azimuth Mark                     Grid Az
 SW1162:SPC WA N     -  MITRE                                    159 50 22.7
 SW1162:UTM  11      -  MITRE                                    162 41 30.1
 SW1162
 SW1162|---------------------------------------------------------------------|
 SW1162| PID    Reference Object                     Distance      Geod. Az  |
 SW1162|                                                           dddmmss.s |
 SW1162| SW1160 MITRE                               APPROX. 3.6 KM 1614055.4 |
 SW1162| CF1168 BUCK RM 1                            19.025 METERS 23335     |
 SW1162|---------------------------------------------------------------------|
 SW1162
 SW1162                          SUPERSEDED SURVEY CONTROL
 SW1162
 SW1162  NAD 83(1986)-  47 59 22.44824(N)    118 21 31.28854(W) AD(       ) 2
 SW1162  NAD 27      -  47 59 22.87500(N)    118 21 27.31900(W) AD(       ) 2
 SW1162  NGVD 29 (07/19/86)  554.73   (m)         1820.0    (f) LEVELING    3  
 SW1162
 SW1162.Superseded values are not recommended for survey control.
 SW1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1162.See file dsdata.txt to determine how the superseded data were derived.
 SW1162
 SW1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP9862816034(NAD 83)
 SW1162_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1162
 SW1162  HISTORY     - Date     Condition        Report By
 SW1162  HISTORY     - 1935     MONUMENTED       BOR
 SW1162  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1162
 SW1162                          STATION DESCRIPTION
 SW1162
 SW1162'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1162'STATION IS LOCATED IN NW 1/4 SEC. 25, T. 29 N., R. 35 E. WM, ABOUT
 SW1162'1,600 FEET ELEVATION, ON THE NOSE OF A CHEAT GRASS- AND
 SW1162'GREASEWOOD-COVERED RIDGE PROJECTING SW FROM A LARGE TIMBERED
 SW1162'FLAT.  N OF A PROMINENT DRAW.
 SW1162'
 SW1162'REACHED BY DRIVING E FROM LINCOLN POST OFFICE.  0.2, TURN LEFT
 SW1162'TOWARD SPOKANE RIVER.  0.5, CROSS RIVER ON NEE BRIDGE, TURN LEFT
 SW1162'ON ROAD UP COLUMBIA RIVER.  1.8, PASS LANTZY MILL.  3.0, LEFT
 SW1162'ON MAIN ROAD UP RIVER.  8.2, TURN RIGHT ON ROAD UP STEEP
 SW1162'DRAW.  9.2, TURN LEFT ON TRAIL OFF ROAD, DRIVE ACROSS TIMBERED
 SW1162'FLAT, THROUGH GREASEWOOD AND CHEAT GRASS IN A GENERAL SW DIRECTION.
 SW1162'10.1, STATION AT EDGE OF RIDGE.
 SW1162'
 SW1162'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 15A,
 SW1162'RESPECTIVELY.
 SW1162'
 SW1162'HEIGHT OF LIGHT ABOVE STATION MARK 1.24 METERS.
 SW1162
 SW1162                          STATION RECOVERY (1947)
 SW1162
 SW1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1162'THE STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 SW1162'CONDITION AS DESCRIBED BY THE U.S.B.R. IN 1935.  OWING TO THE MANY
 SW1162'CHANGES IN THE LOCALITY THE U.S.B.R. DESCRIPTION IS
 SW1162'INADEQUATE.  A NEW DESCRIPTION IS SUBMITTED--
 SW1162'
 SW1162'STATION IS LOCATED IN THE NW 1/4 SEC. 25, T. 29 N., R. 35 E. WM,
 SW1162'ABOUT 6.3 MILES NW OF MC COY LAKE, ABOUT 3.3 MILES SE OF THE MOUTH
 SW1162'OF NINEMILE CREEK, JUST N OF A DRAW ON THE NOSE OF A GREASEWOOD-
 SW1162'AND GRASS-COVERED BENCH WHICH PROJECTS SW FROM A LARGE TIMBERED
 SW1162'FLAT, AND ABOUT 240 METERS N OF SOME RANCH BUILDINGS.  IT IS
 SW1162'54.2 METERS SW OF A LARGE 24-INCH PINE, 52.7 METERS S OF A
 SW1162'24-INCH PINE, AND 44.4 METERS W OF THE MOST S OF TWO 8-INCH PINES.
 SW1162'
 SW1162'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK, SET
 SW1162'ACCORDING TO NOTE 1A, FLUSH WITH THE SURFACE OF THE GROUND, AND
 SW1162'IS STAMPED BUCK 1935.
 SW1162'
 SW1162'TO REACH THE STATION FROM THE POST OFFICE IN FRUITLAND, GO S ON
 SW1162'STATE HIGHWAY 22 FOR 6.2 MILES TO A T-JUNCTION AND A PROMINENT
 SW1162'GRAVELED ROAD RIGHT.  TURN RIGHT AND FOLLOW THE MAIN GRAVELED ROAD
 SW1162'W FOR 5.9 MILES TO A SIGN READING NORTH BOUNDARY SPOKANE INDIAN
 SW1162'RESERVATION.  TURN RIGHT AT THE S EDGE OF THE FIELD AND THE N
 SW1162'EDGE OF A WOODED FLAT AND GO 0.4 MILE TO THE W EDGE OF THE BENCH.
 SW1162'TURN LEFT (S) AND SKIRTING THE W EDGE OF THE BENCH, GO 1.1 MILES
 SW1162'TO THE POINT WHERE THE BENCH BREAKS AWAY TO THE E AND TO THE
 SW1162'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1177 ***********************************************************************
 TP1177  DESIGNATION -  BUCK
 TP1177  PID         -  TP1177
 TP1177  STATE/COUNTY-  WA/OKANOGAN
 TP1177  USGS QUAD   -  BUCK MOUNTAIN (1993)
 TP1177
 TP1177                         *CURRENT SURVEY CONTROL
 TP1177  ___________________________________________________________________
 TP1177* NAD 83(1991)-  48 26 11.59660(N)    119 49 25.68242(W)     ADJUSTED  
 TP1177* NAVD 88     -      1870.6    (meters)    6137.     (feet)  VERTCON   
 TP1177  ___________________________________________________________________
 TP1177  LAPLACE CORR-         -12.94  (seconds)                    DEFLEC99
 TP1177  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 TP1177
 TP1177  HORZ ORDER  -  FIRST
 TP1177
 TP1177.The horizontal coordinates were established by classical geodetic methods
 TP1177.and adjusted by the National Geodetic Survey in December 1991..
 TP1177
 TP1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1177
 TP1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1177
 TP1177.The geoid height was determined by GEOID03.
 TP1177
 TP1177;                    North         East     Units Scale Factor Converg.
 TP1177;SPC WA N     -   160,211.796   574,693.642   MT  0.99995770   +0 45 05.8
 TP1177;SPC WA N     -   525,628.20  1,885,474.06   sFT  0.99995770   +0 45 05.8
 TP1177;UTM  11      - 5,368,675.529   291,150.475   MT  1.00013594   -2 06 48.9
 TP1177
 TP1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1177!SPC WA N     -   0.99970972  x   0.99995770  =   0.99966743
 TP1177!UTM  11      -   0.99970972  x   1.00013594  =   0.99984562
 TP1177
 TP1177:                Primary Azimuth Mark                     Grid Az
 TP1177:SPC WA N     -  AENEAS LOOKOUT TOWER                     022 44 12.3
 TP1177:UTM  11      -  AENEAS LOOKOUT TOWER                     025 36 07.0
 TP1177
 TP1177|---------------------------------------------------------------------|
 TP1177| PID    Reference Object                     Distance      Geod. Az  |
 TP1177|                                                           dddmmss.s |
 TP1177| TP1188 AENEAS LOOKOUT TOWER                APPROX.37.2 KM 0232918.1 |
 TP1177| CF1166 BUCK RM 1                             7.715 METERS 02913     |
 TP1177| TP1158 RUBY                                APPROX. 7.0 KM 0645349.4 |
 TP1177| TP1136 WHITMORE LOOKOUT TOWER              APPROX.51.4 KM 1232741.9 |
 TP1177| CF1167 BUCK RM 2                             5.703 METERS 13310     |
 TP1177| TP1179 BUCK MTN LOOKOUT TOWER               15.537 METERS 31235     |
 TP1177| TP1180 BUCK USGS 1925 RM 2                  16.839 METERS 31724     |
 TP1177|---------------------------------------------------------------------|
 TP1177
 TP1177                          SUPERSEDED SURVEY CONTROL
 TP1177
 TP1177  NAD 83(1986)-  48 26 11.60130(N)    119 49 25.67706(W) AD(       ) 1
 TP1177  NAD 27      -  48 26 12.07000(N)    119 49 21.44000(W) AD(       ) 1
 TP1177  NGVD 29 (07/19/86) 1869.2    (m)         6133.     (f) VERT ANG       
 TP1177
 TP1177.Superseded values are not recommended for survey control.
 TP1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1177.See file dsdata.txt to determine how the superseded data were derived.
 TP1177
 TP1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP9115068676(NAD 83)
 TP1177_MARKER: DS = TRIANGULATION STATION DISK
 TP1177_SETTING: 80 = SET IN A BOULDER
 TP1177_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TP1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1177+STABILITY: SURFACE MOTION
 TP1177
 TP1177  HISTORY     - Date     Condition        Report By
 TP1177  HISTORY     - 1925     MONUMENTED       CGS
 TP1177  HISTORY     - 1936     GOOD             CGS
 TP1177  HISTORY     - 1946     GOOD             USGS
 TP1177  HISTORY     - 1950     GOOD             CGS
 TP1177  HISTORY     - 1956     GOOD             USGS
 TP1177
 TP1177                          STATION DESCRIPTION
 TP1177
 TP1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (WHB)
 TP1177'STATION IS ABOUT 12 MILES, AIR LINE, NW OF OKANOGAN, ON BUCK
 TP1177'MOUNTAIN, A WELL KNOWN POINT WHERE THE FOREST SERVICE MAINTAINS
 TP1177'A LOOKOUT STATION.  THE STATION IS ON THE PEAK OF THE MOUNTAIN, BUT
 TP1177'NOT ON THE HIGHEST POINT, ABOUT 10 METERS N OF THE LOOKOUT TOWER
 TP1177'AND 10 METERS E OF THE LOOKOUTS CABIN.  THE U.S.G.S. STATION BUCK
 TP1177'IS ON APPROXIMATELY THE HIGHEST POINT.
 TP1177'
 TP1177'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 TP1177'DRILL HOLES IN BOULDERS.
 TP1177'
 TP1177'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS.
 TP1177
 TP1177                          STATION RECOVERY (1936)
 TP1177
 TP1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (CP)
 TP1177'STATION IS ABOUT 12 MILES NW FROM THE SETTLEMENT OF OKANOGAN, AND
 TP1177'ABOUT 24 MILES FROM THE JUNCTION OF THE OKANOGAN AND COLUMBIA
 TP1177'RIVERS, IN THE NE 1/4 SEC. 21, T 34 N, R 24 E.  STATION IS LOCATED
 TP1177'ON THE SUMMIT OF BUCK MOUNTAIN, A ROCKY LEDGE PINE-COVERED
 TP1177'MOUNTAIN.  STATION IS 15.55 METERS BELOW BUCK LOOKOUT ON SE
 TP1177'SLOPE.
 TP1177'
 TP1177'NO AZIMUTH MARK IS HERE.  MOUNTAIN TOO HEAVILY TIMBERED.  STATION
 TP1177'RUBY IS A GOOD AZIMUTH OBJECT.  STATION RUBY IS ON FIRST
 TP1177'SPARSELY-COVERED PINE RIDGE, ABOUT 5 MILES, AIR LINE, ENE FROM
 TP1177'BUCK.
 TP1177'
 TP1177'TO REACH THE STATION FROM OKANOGAN, GO S ON U.S. HIGHWAY 97 FOR
 TP1177'1.55 MILES, THEN TAKE RIGHT GRAVEL FORK OFF U.S. HIGHWAY 97 (MAIN
 TP1177'ROAD TO TWISP, SIGN HERE TWISP 33 MI.).  CONTINUE ON MAIN GRAVELED
 TP1177'ROAD TO TWISP FOR 19.3 MILES, THEN TAKE T-ROAD RIGHT AT ARROW
 TP1177'SUMMIT ROAD NORTH FOR 3.7 MILES, THEN TAKE RIGHT FORK AT ARROW
 TP1177'CATHEDERAL DRIVEWAY FOR 3.0 MILES TO TOP OF GRADE, ARROW SWEAT
 TP1177'CREEK AND BUCK PEAK ON RIGHT AND END OF TRUCK TRAVEL.  FROM
 TP1177'HERE TAKE WELL-DEFINED TRAIL FOLLOWING ARROW BUCK PEAK, GO E UP
 TP1177'MOUNTAIN ABOUT 1/2 MILE, THEN TURN LEFT AT TOP OF RIDGE (LOOKOUT
 TP1177'CAN BE SEEN FROM HERE) AND FOLLOW TRAIL ALONG RIDGE TO N AND
 TP1177'NE, ARROW BUCK MT. TRAIL FOR ABOUT 1/2 MILE TO SUMMIT OF
 TP1177'MOUNTAIN LOOKOUT AND STATION.  (ABOUT A 40-MINUTE PACK.)
 TP1177
 TP1177                          STATION RECOVERY (1946)
 TP1177
 TP1177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 TP1177'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 TP1177
 TP1177                          STATION RECOVERY (1950)
 TP1177
 TP1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TP1177'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 TP1177'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 TP1177'
 TP1177'STATION IS LOCATED ON BUCK MOUNTAIN, AIRLINE, ABOUT 17 MILES EAST
 TP1177'SOUTHEAST OF WINTHROP, 14-1/2 MILES EAST NORTHEAST OF TWISP, 12
 TP1177'MILES NORTHWEST OF OKANOGAN AND 51 FEET SOUTHEAST OF THE U.S.
 TP1177'FOREST SERVICE LOOKOUT TOWER.
 TP1177'
 TP1177'STATION MARK, STAMPED BUCK 1925, IS A STANDARD DISK CEMENTED IN
 TP1177'A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES ABOVE THE
 TP1177'GROUND.  IT IS 2.9 FEET NORTH OF THE SOUTHEAST GUY WIRE ANCHOR
 TP1177'SPIKE AND ABOUT 7 FEET LOWER THAN THE HIGHEST POINT OF THE
 TP1177'MOUNTAIN.
 TP1177'
 TP1177'REFERENCE MARK NUMBER 1, STAMPED BUCK NO 1 1925, IS A STANDARD
 TP1177'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 12 INCHES
 TP1177'ABOVE THE GROUND AND IS ABOUT 12 INCHES HIGHER IN ELEVATION THAN
 TP1177'THE STATION.
 TP1177'
 TP1177'REFERENCE MARK NUMBER 2, STAMPED BUCK NO 2 1936, IS A STANDARD
 TP1177'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 18 INCHES
 TP1177'ABOVE THE GROUND AND IS ABOUT 36 INCHES LOWER IN ELEVATION THAN
 TP1177'THE STATION.
 TP1177'
 TP1177'BUCK (USGS) IS A 3/4 INCH ALUMINUM PLUG SET IN A DRILL HOLE IN A
 TP1177'BOULDER THAT PROJECT 10 INCHES ABOVE THE GROUND AND IS 7 FEET
 TP1177'HIGHER IN ELEVATION THAN THE STATION.  IT IS ABOUT 5 FEET NORTH
 TP1177'OF THE CENTER OF THE LOOKOUT TOWER.
 TP1177'
 TP1177'GRANITE MTN. L.O. CAN BE USED FOR AN AZIMUTH MARK.  TO REACH
 TP1177'SEE THE DESCRIPTION FOR GRANITE MTN. L.O..
 TP1177'
 TP1177'BUCK MTN. L.O. TOWER IS A 14 FOOT SQUARE WOODEN BUILDING, PAINTED
 TP1177'GRAY, SET ON TOP OF A 24 FOOT POLE TOWER.  IT IS ON THE HIGHEST
 TP1177'POINT OF THE MOUNTAIN.  THE DISTANCE AND DIRECTION WAS TAKEN TO
 TP1177'THE CENTER OF THE TOWER.
 TP1177'
 TP1177'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 TP1177'TWISP GO SOUTHEAST ON STATE HIGHWAY 16 FOR 2.4 MILES.  TURN LEFT,
 TP1177'EAST, ON GRAVELED ROAD AND GO 10.0 MILES TO A FORK.  TAKE LEFT
 TP1177'FORK AS PER SIGN CONCONULLY 20 - SUMMIT ROAD N AND GO 3.9 MILES
 TP1177'TO A FORK.  TAKE RIGHT FORK AND GO 4.0 MILES TO A SIGN BUCK
 TP1177'PASS - BUCK MTN. CABIN AND THE END OF TRUCK TRAVEL.  FROM HERE
 TP1177'FOLLOW THE FOREST SERVICE TRAIL SOUTH SOUTHEAST FOR ABOUT 1-1/2
 TP1177'MILES TO THE LOOKOUT TOWER AND THE STATION.  IT IS ABOUT A 3/4
 TP1177'HOUR PACK.
 TP1177
 TP1177                          STATION RECOVERY (1956)
 TP1177
 TP1177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TP1177'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 TP1177'CONDITION.  NEW TO REACH FOLLOWS--TO REACH FROM OKANOGAN POST
 TP1177'OFFICE, DRIVE S. ON U.S. HWY. 97 1.5 MI TO JCT. OF STATE HWY. 16.
 TP1177'TURN RIGHT ON STATE HWY. 16 13.4 MI TO DIRT RD. RIGHT AT LARGE
 TP1177'FILL OVER DEEP DRAIN AND SIGN BUCK MTN LO.  TAKE RIGHT FORK 5.6
 TP1177'MI TO TOP AND STATION.
 TP1177'
 TP1177'BUCK MTN LOT--14 X 14-FT LOH ON WOODEN TOWER.
 TP1177'
 TP1177'SIGNAL--BUCK MTN LOT.
 TP1177'
 TP1177'SIGNAL DATA--TOP IS 37.2 FT, EAVES ARE 31.8 FT AND FLOOR IS
 TP1177'24.3 FT ABOVE STATION MARK.
 TP1177'
 TP1177'BUCK USGS (1900)--MAY BE CONSIDERED
 TP1177'DESTROYED.  ALUMINUM PLUG IS GONE AND DRILL HOLE WHERE IT WAS
 TP1177'PLACED WAS LOCATED BY PUTTING TOGETHER SEVERAL PIECES OF ROCK
 TP1177'THAT WERE BROKEN FROM MAIN BOULDER.  CGS REFERS TO THIS AS BUCK
 TP1177'USGS 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1873 ***********************************************************************
 SA1873  DESIGNATION -  BUCK 1946
 SA1873  PID         -  SA1873
 SA1873  STATE/COUNTY-  WA/COLUMBIA
 SA1873  USGS QUAD   -  STARBUCK WEST (1981)
 SA1873
 SA1873                         *CURRENT SURVEY CONTROL
 SA1873  ___________________________________________________________________
 SA1873* NAD 83(1991)-  46 33 33.18903(N)    118 12 06.42082(W)     ADJUSTED  
 SA1873* NAVD 88     -       396.4    (meters)    1301.     (feet)  VERTCON   
 SA1873  ___________________________________________________________________
 SA1873  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 SA1873  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 SA1873
 SA1873  HORZ ORDER  -  SECOND
 SA1873
 SA1873.The horizontal coordinates were established by classical geodetic methods
 SA1873.and adjusted by the National Geodetic Survey in December 1991..
 SA1873
 SA1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1873
 SA1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1873
 SA1873.The geoid height was determined by GEOID03.
 SA1873
 SA1873;                    North         East     Units Scale Factor Converg.
 SA1873;SPC WA S     -   138,823.792   676,185.461   MT  0.99991470   +1 40 09.9
 SA1873;SPC WA S     -   455,457.72  2,218,451.80   sFT  0.99991470   +1 40 09.9
 SA1873;UTM  11      - 5,156,885.119   407,885.402   MT  0.99970430   -0 52 21.6
 SA1873
 SA1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1873!SPC WA S     -   0.99994112  x   0.99991470  =   0.99985582
 SA1873!UTM  11      -   0.99994112  x   0.99970430  =   0.99964543
 SA1873
 SA1873|---------------------------------------------------------------------|
 SA1873| PID    Reference Object                     Distance      Geod. Az  |
 SA1873|                                                           dddmmss.s |
 SA1873| CF4588 BUCK RM 2                            24.985 METERS 04746     |
 SA1873| CF4586 BUCK AZ MK                                         1323634.8 |
 SA1873| CF4587 BUCK RM 1                             3.329 METERS 14542     |
 SA1873|---------------------------------------------------------------------|
 SA1873
 SA1873                          SUPERSEDED SURVEY CONTROL
 SA1873
 SA1873  NAD 83(1986)-  46 33 33.19793(N)    118 12 06.41289(W) AD(       ) 2
 SA1873  NAD 27      -  46 33 33.68100(N)    118 12 02.54500(W) AD(       ) 2
 SA1873  NGVD 29 (07/19/86)  395.4    (m)         1297.     (f) VERT ANG       
 SA1873
 SA1873.Superseded values are not recommended for survey control.
 SA1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1873.See file dsdata.txt to determine how the superseded data were derived.
 SA1873
 SA1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0788556885(NAD 83)
 SA1873_MARKER: DS = TRIANGULATION STATION DISK
 SA1873_SETTING: 66 = SET IN ROCK OUTCROP
 SA1873_SP_SET: SET IN BEDROCK
 SA1873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1873+STABILITY: POSITION/ELEVATION WELL
 SA1873
 SA1873  HISTORY     - Date     Condition        Report By
 SA1873  HISTORY     - 1946     MONUMENTED       CGS
 SA1873  HISTORY     - 1968     GOOD             CGS
 SA1873
 SA1873                          STATION DESCRIPTION
 SA1873
 SA1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SA1873'THE STATION IS LOCATED ABOUT 3-1/2 MILES AIRLINE WEST AND 3-1/2
 SA1873'MILES NORTH OF STARBUCK, 3-1/2 MILES AIRLINE SOUTHEAST OF LYONS
 SA1873'FERRY, AND ABOUT 2 MILES WEST OF THE MOUTH OF THE TUCANON RIVER, ON
 SA1873'THE NORTH POINT OF A HIGH RIDGE OF PASTURE LAND.
 SA1873'
 SA1873'THE MARK IS A STANDARD BRONZE DISK SET IN BEDROCK PROJECTING ABOUT
 SA1873'4 INCHES, AND IS ABOUT 0.3 MILE NORTH OF A FENCE CORNER.  STAMPED
 SA1873'BUCK 1946.
 SA1873'
 SA1873'TO REACH THE STATION FROM THE GRAIN ELEVATOR IN STARBUCK GO
 SA1873'NORTHWESTERLY ON GRAVELED ROAD FOR 2.0 MILES TO FORKS AND SIGN
 SA1873'LYONS FERRY.  TURN LEFT CROSSING RAILROAD TRACKS AND BRIDGE,
 SA1873'CONTINUING FOR 2.0 MILES TO FORKS AND SIGN LYONS FERRY, TURN
 SA1873'RIGHT OFF MAIN ROAD ONTO TRACK ROAD AND CONTINUE THROUGH WIRE
 SA1873'GATE FOR 0.45 MILE TO WIRE GATE, PASS THROUGH GATE AND CONTINUE
 SA1873'FOR 1.0 MILE, TURN RIGHT AROUND FENCE CORNER AND CONTINUE ON
 SA1873'TRACK ROAD ON WEST SIDE OF FENCE FOR 0.8 MILE TO WHERE ROAD BEARS
 SA1873'LEFT AWAY FROM FENCE.  BEAR LEFT AWAY FROM FENCE ON DIM TRACKS
 SA1873'NORTHWESTERLY FOR 0.5 MILE, PASS THROUGH WIRE GATE, TURN RIGHT
 SA1873'AND CONTINUE NORTHERLY CROSS COUNTRY FOR 0.3 MILE TO NORTH
 SA1873'POINT OF RIDGE AND STATION.
 SA1873'
 SA1873'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN A
 SA1873'DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND SURFACE, AND IS ABOUT
 SA1873'THE SAME LEVEL AS THE STATION.  STAMPED BUCK NO 1 1946.
 SA1873'
 SA1873'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 SA1873'BEDROCK PROJECTING ABOUT 4 INCHES, AND IS ABOUT 6 FEET LOWER THAN
 SA1873'THE STATION.  STAMPED BUCK NO 2 1946.
 SA1873'
 SA1873'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN BEDROCK PROJECTING
 SA1873'ABOUT 2 FEET, ABOUT 200 YARDS NORTH OF FENCE LINE, AND IS ABOUT
 SA1873'0.75 MILE SOUTHEAST OF THE STATION.  STAMPED BUCK 1946.
 SA1873
 SA1873                          STATION RECOVERY (1968)
 SA1873
 SA1873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RBM)
 SA1873'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 SA1873'GOOD CONDITION AS DESCRIBED IN 1946 EXCEPT THE AZIMUTH MARK IS
 SA1873'ABOUT 200 YARDS SOUTH OF A FENCE LINE.
 SA1873'
 SA1873'TO REACH FROM THE SOUTH END OF THE HIGHWAY BRIDGE OVER THE
 SA1873'SNAKE RIVER (ABOUT 7 MILES NORTHWEST OF STARBUCK), GO 0.4 MILE
 SA1873'SOUTHEAST ALONG THE HIGHWAY TOWARD STARBUCK, TURN RIGHT ON A SIDE
 SA1873'ROAD, GO 2.0 MILES TO A ROAD FORK, TAKE LEFT FORK GO 0.05 MILE
 SA1873'TO A SIDE ROAD, TURN SHARP LEFT, GO 1.2 MILES TO A ROAD FORK,
 SA1873'TURN SHARP RIGHT, GO 0.8 MILE TO A GATE ON THE LEFT, PASS THROUGH
 SA1873'THE GATE AND GO 0.6 MILE ALONG DIRT ROAD TOWARDS THE TOP OF THE
 SA1873'HILL AND STATION.
 SA1873'
 SA1873'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA1873'4-1/2 MILES NORTHWEST OF STARBUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2026 ***********************************************************************
 TR2026  DESIGNATION -  BUCK MOUNTAIN
 TR2026  PID         -  TR2026
 TR2026  STATE/COUNTY-  WA/SAN JUAN
 TR2026  USGS QUAD   -  MT CONSTITUTION (1994)
 TR2026
 TR2026                         *CURRENT SURVEY CONTROL
 TR2026  ___________________________________________________________________
 TR2026* NAD 83(1991)-  48 41 53.19322(N)    122 51 46.85324(W)     ADJUSTED  
 TR2026* NAVD 88     -       451.     (meters)    1480.     (feet)  SCALED    
 TR2026  ___________________________________________________________________
 TR2026  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 TR2026  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 TR2026
 TR2026  HORZ ORDER  -  SECOND
 TR2026
 TR2026.The horizontal coordinates were established by classical geodetic methods
 TR2026.and adjusted by the National Geodetic Survey in December 1991..
 TR2026
 TR2026.The orthometric height was scaled from a topographic map.
 TR2026
 TR2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2026
 TR2026.The geoid height was determined by GEOID03.
 TR2026
 TR2026;                    North         East     Units Scale Factor Converg.
 TR2026;SPC WA N     -   190,776.514   350,607.344   MT  0.99999357   -1 30 40.1
 TR2026;SPC WA N     -   625,905.95  1,150,284.26   sFT  0.99999357   -1 30 40.1
 TR2026;UTM  10      - 5,393,905.952   510,079.857   MT  0.99960125   +0 06 10.5
 TR2026
 TR2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2026!SPC WA N     -   0.99993269  x   0.99999357  =   0.99992626
 TR2026!UTM  10      -   0.99993269  x   0.99960125  =   0.99953396
 TR2026
 TR2026|---------------------------------------------------------------------|
 TR2026| PID    Reference Object                     Distance      Geod. Az  |
 TR2026|                                                           dddmmss.s |
 TR2026| CF7645 BUCK MOUNTAIN RM 1                    3.630 METERS 06346     |
 TR2026| CF7646 BUCK MOUNTAIN RM 2                    3.528 METERS 14949     |
 TR2026| TR2146 ROSAR                               APPROX. 4.7 KM 1922626.6 |
 TR2026|---------------------------------------------------------------------|
 TR2026
 TR2026                          SUPERSEDED SURVEY CONTROL
 TR2026
 TR2026  NAD 83(1986)-  48 41 53.19385(N)    122 51 46.85327(W) AD(       ) 2
 TR2026  NAD 27      -  48 41 53.81700(N)    122 51 42.20800(W) AD(       ) 2
 TR2026
 TR2026.Superseded values are not recommended for survey control.
 TR2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2026.See file dsdata.txt to determine how the superseded data were derived.
 TR2026
 TR2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1008093906(NAD 83)
 TR2026_MARKER: Z = SEE DESCRIPTION
 TR2026_SETTING: 0 = UNSPECIFIED SETTING
 TR2026
 TR2026  HISTORY     - Date     Condition        Report By
 TR2026  HISTORY     - 1940     MONUMENTED       CGS
 TR2026  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2026
 TR2026                          STATION DESCRIPTION
 TR2026
 TR2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2026'STATION IS ON THE PEAK OF BUCK MOUNTAIN ON ORCAS ISLAND.  IT IS
 TR2026'ON A ROCK OUTCROP ON THE W SIDE OF THE HIGHEST POINT.  STATION
 TR2026'AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES
 TR2026'IN OUTCROPPING BEDROCK.
 TR2026
 TR2026                          STATION RECOVERY (1973)
 TR2026
 TR2026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2026'STATION FOUND AS DESCRIBED, NEW ELEV ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1179 ***********************************************************************
 TP1179  DESIGNATION -  BUCK MTN LOOKOUT TOWER
 TP1179  PID         -  TP1179
 TP1179  STATE/COUNTY-  WA/OKANOGAN
 TP1179  USGS QUAD   -  BUCK MOUNTAIN (1993)
 TP1179
 TP1179                         *CURRENT SURVEY CONTROL
 TP1179  ___________________________________________________________________
 TP1179* NAD 83(1991)-  48 26 11.93698(N)    119 49 26.23895(W)     ADJUSTED  
 TP1179* NAVD 88     -      1870.     (meters)    6135.     (feet)  SCALED    
 TP1179  ___________________________________________________________________
 TP1179  LAPLACE CORR-         -12.92  (seconds)                    DEFLEC99
 TP1179  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 TP1179
 TP1179  HORZ ORDER  -  THIRD
 TP1179
 TP1179.The horizontal coordinates were established by classical geodetic methods
 TP1179.and adjusted by the National Geodetic Survey in December 1991..
 TP1179
 TP1179.The orthometric height was scaled from a topographic map.
 TP1179
 TP1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1179
 TP1179.The geoid height was determined by GEOID03.
 TP1179
 TP1179;                    North         East     Units Scale Factor Converg.
 TP1179;SPC WA N     -   160,222.158   574,682.067   MT  0.99995771   +0 45 05.4
 TP1179;SPC WA N     -   525,662.20  1,885,436.08   sFT  0.99995771   +0 45 05.4
 TP1179;UTM  11      - 5,368,686.459   291,139.430   MT  1.00013599   -2 06 49.3
 TP1179
 TP1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1179!SPC WA N     -   0.99970975  x   0.99995771  =   0.99966747
 TP1179!UTM  11      -   0.99970975  x   1.00013599  =   0.99984570
 TP1179
 TP1179                          SUPERSEDED SURVEY CONTROL
 TP1179
 TP1179  NAD 83(1986)-  48 26 11.94201(N)    119 49 26.23252(W) AD(       ) 4
 TP1179  NAD 27      -  48 26 12.41000(N)    119 49 21.99700(W) AD(       ) 3
 TP1179
 TP1179.Superseded values are not recommended for survey control.
 TP1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1179.See file dsdata.txt to determine how the superseded data were derived.
 TP1179
 TP1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP9113968686(NAD 83)
 TP1179_MARKER: 73 = LOOKOUT HOUSE
 TP1179_SETTING: 0 = UNSPECIFIED SETTING
 TP1179
 TP1179  HISTORY     - Date     Condition        Report By
 TP1179  HISTORY     - 1936     FIRST OBSERVED   CGS
 TP1179
 TP1179                          STATION DESCRIPTION
 TP1179
 TP1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 TP1179'SEE STATION BUCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2449 ***********************************************************************
 SC2449  DESIGNATION -  BUCK RM 4
 SC2449  PID         -  SC2449
 SC2449  STATE/COUNTY-  WA/PACIFIC
 SC2449  USGS QUAD   -  SOUTH BEND (1994)
 SC2449
 SC2449                         *CURRENT SURVEY CONTROL
 SC2449  ___________________________________________________________________
 SC2449* NAD 83(1991)-  46 39 50.16822(N)    123 46 56.26475(W)     ADJUSTED  
 SC2449* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 SC2449  ___________________________________________________________________
 SC2449  LAPLACE CORR-          12.60  (seconds)                    DEFLEC99
 SC2449  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SC2449
 SC2449  HORZ ORDER  -  SECOND
 SC2449
 SC2449.The horizontal coordinates were established by classical geodetic methods
 SC2449.and adjusted by the National Geodetic Survey in December 1991..
 SC2449
 SC2449.The orthometric height was scaled from a topographic map.
 SC2449
 SC2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2449
 SC2449.The geoid height was determined by GEOID03.
 SC2449
 SC2449;                    North         East     Units Scale Factor Converg.
 SC2449;SPC WA S     -   153,121.876   248,894.462   MT  0.99991554   -2 23 03.3
 SC2449;SPC WA S     -   502,367.35    816,581.25   sFT  0.99991554   -2 23 03.3
 SC2449;UTM  10      - 5,168,116.766   440,153.732   MT  0.99964402   -0 34 08.4
 SC2449
 SC2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2449!SPC WA S     -   0.99999556  x   0.99991554  =   0.99991110
 SC2449!UTM  10      -   0.99999556  x   0.99964402  =   0.99963958
 SC2449
 SC2449:                Primary Azimuth Mark                     Grid Az
 SC2449:SPC WA S     -  VANE                                     009 30 35.7
 SC2449:UTM  10      -  VANE                                     007 41 40.8
 SC2449
 SC2449|---------------------------------------------------------------------|
 SC2449| PID    Reference Object                     Distance      Geod. Az  |
 SC2449|                                                           dddmmss.s |
 SC2449| SC2420 VANE                                APPROX. 1.1 KM 0070732.4 |
 SC2449| SC2398 BUCK                                105.424 METERS 15443     |
 SC2449| SC2399 KNOB 2                              APPROX. 2.6 KM 2844108.4 |
 SC2449|---------------------------------------------------------------------|
 SC2449
 SC2449                          SUPERSEDED SURVEY CONTROL
 SC2449
 SC2449  NAD 83(1991)-  46 39 50.16675(N)    123 46 56.26536(W) AD(       ) 2
 SC2449  NAD 83(1986)-  46 39 50.16773(N)    123 46 56.25164(W) AD(       ) 2
 SC2449  NAD 27      -  46 39 50.80971(N)    123 46 51.66629(W) AD(       ) 2
 SC2449
 SC2449.Superseded values are not recommended for survey control.
 SC2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2449.See file dsdata.txt to determine how the superseded data were derived.
 SC2449
 SC2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4015468117(NAD 83)
 SC2449_MARKER: DR = REFERENCE MARK DISK
 SC2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2449+STABILITY: SURFACE MOTION
 SC2449
 SC2449  HISTORY     - Date     Condition        Report By
 SC2449  HISTORY     - 1974     MONUMENTED       NGS
 SC2449
 SC2449                          STATION DESCRIPTION
 SC2449
 SC2449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SC2449'THIS STATION IS A REFERENCE MARK FOR BUCK 1939.
 SC2449'
 SC2449'THE STATION IS IN THE SOUTHEASTERN PART OF SOUTH BEND, ON THE
 SC2449'NORTHERN SLOPE OF A HILL, IN A RESIDENTIAL DISTRICT, ABOUT 40
 SC2449'YARDS EAST OF THE INTERSECTION OF HARRISON AND BROADWAY STREETS,
 SC2449'AND ON THE PROPERTY OF MR. LYN SMITH.
 SC2449'
 SC2449'TO REACH FROM THE INTERSECTION OF MEMORIAL DRIVE AND U.S. HIGHWAY
 SC2449'101 IN SOUTH BEND, GO EAST ON U.S. HIGHWAY 101 FOR 0.7 MILE TO
 SC2449'A STREET RUNNING EAST, 1 BLOCK NORTHEAST OF A CURVE.  TURN
 SC2449'RIGHT AND GO EAST ON BROADWAY AVENUE 0.55 MILE TO HARRISON STREET,
 SC2449'CONTINUE EAST 0.05 MILE TO MR. LYN SMITHS RESIDENCE AND THE
 SC2449'STATION ON THE RIGHT.
 SC2449'
 SC2449'THE STATION MARK, STAMPED BUCK 1939 NO 4 1974, IS A REFERENCE
 SC2449'MARK DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 SC2449'45.0 FEET EAST OF THE NORTHEAST CORNER OF MR. SMITHS GARAGE, 42.3
 SC2449'FEET SOUTH OF THE PROJECTED CENTERLINE OF BROADWAY AVENUE (WHEN
 SC2449'LOOKING WEST), 16.8 FEET SOUTH OF A GUYED, TELEPHONE POLE AND 1.5
 SC2449'FEET SOUTH OF THE PROJECTED NORTH EDGE OF THE SIDEWALK ALONG THE
 SC2449'NORTH SIDE OF MR. SMITHS HOUSE.
 SC2449'
 SC2449'NEAREST TOWN--SOUTH BEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1351 ***********************************************************************
 TP1351  DESIGNATION -  BUCKHORN
 TP1351  PID         -  TP1351
 TP1351  STATE/COUNTY-  WA/OKANOGAN
 TP1351  USGS QUAD   -  BUCKHORN MOUNTAIN (1988)
 TP1351
 TP1351                         *CURRENT SURVEY CONTROL
 TP1351  ___________________________________________________________________
 TP1351* NAD 83(1991)-  48 56 44.47282(N)    118 59 10.00919(W)     ADJUSTED  
 TP1351* NAVD 88     -      1708.8    (meters)    5606.     (feet)  VERTCON   
 TP1351  ___________________________________________________________________
 TP1351  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 TP1351  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 TP1351
 TP1351  HORZ ORDER  -  THIRD
 TP1351
 TP1351.The horizontal coordinates were established by classical geodetic methods
 TP1351.and adjusted by the National Geodetic Survey in December 1991..
 TP1351
 TP1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1351
 TP1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1351
 TP1351.The geoid height was determined by GEOID03.
 TP1351
 TP1351;                    North         East     Units Scale Factor Converg.
 TP1351;SPC WA N     -   217,963.001   635,304.632   MT  1.00004688   +1 22 31.1
 TP1351;SPC WA N     -   715,100.28  2,084,328.61   sFT  1.00004688   +1 22 31.1
 TP1351;UTM  11      - 5,423,319.107   354,576.710   MT  0.99985980   -1 29 52.7
 TP1351
 TP1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1351!SPC WA N     -   0.99973495  x   1.00004688  =   0.99978182
 TP1351!UTM  11      -   0.99973495  x   0.99985980  =   0.99959479
 TP1351
 TP1351|---------------------------------------------------------------------|
 TP1351| PID    Reference Object                     Distance      Geod. Az  |
 TP1351|                                                           dddmmss.s |
 TP1351| CS4686 BUCKHORN RM 2                         3.971 METERS 03257     |
 TP1351| CS4685 BUCKHORN RM 1                         9.912 METERS 16247     |
 TP1351| TP1109 BONEPARTE                           APPROX.20.5 KM 2091805.8 |
 TP1351|---------------------------------------------------------------------|
 TP1351
 TP1351                          SUPERSEDED SURVEY CONTROL
 TP1351
 TP1351  NAD 83(1986)-  48 56 44.47833(N)    118 59 10.01681(W) AD(       ) 3
 TP1351  NGVD 29 (10/02/90) 1707.4    (m)         5602.     (f) VERT ANG       
 TP1351
 TP1351.Superseded values are not recommended for survey control.
 TP1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1351.See file dsdata.txt to determine how the superseded data were derived.
 TP1351
 TP1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ5457723319(NAD 83)
 TP1351_MARKER: DS = TRIANGULATION STATION DISK
 TP1351_SETTING: 80 = SET IN A BOULDER
 TP1351_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TP1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1351+STABILITY: SURFACE MOTION
 TP1351
 TP1351  HISTORY     - Date     Condition        Report By
 TP1351  HISTORY     - 1957     MONUMENTED       USGS
 TP1351
 TP1351                          STATION DESCRIPTION
 TP1351
 TP1351'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TP1351'LOCATED ABOUT 21.0 MI E. OF OROVILLE, 10.0 MI NNE. OF BONAPARTE
 TP1351'LAKE, 3.8 MI S. OF U.S.-CANADIAN BOUNDARY, 3.0 MI E. OF CHESAW.
 TP1351'ON HIGHEST POINT OF HIGH TIMBERED MOUNTAIN.
 TP1351'
 TP1351'TO REACH FROM WAUCONDA POST OFFICE, DRIVE 3.1 MI W. ON STATE HWY.
 TP1351'4 TO Y-RD.  TURN RIGHT 12.4 MI N. PASSING BONAPARTE LAKE TO RD.
 TP1351'FORKS ABOUT 1.0 MI NE. OF BEAVER LAKE.  TURN LEFT AT SIGN
 TP1351'BUCKHORN LO 10, CHESAW 10 4.5 MI TO RD. FORKS AT TOP OF RIDGE.
 TP1351'TAKE RIGHT FORK 2.1 MI TO CATTLEGUARD AT RD. FORKS.  TAKE LEFT
 TP1351'FORK 2.1 MI TO TOP OF MOUNTAIN AND STATION.
 TP1351'
 TP1351'STATION MARK--STANDARD TABLET STAMPED---BUCKHORN 1957---, CEMENTED
 TP1351'IN DRILL HOLE IN BURIED BOULDER UNDER CENTER OF USFS LOT.
 TP1351'
 TP1351'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, CEMENTED IN DRILL
 TP1351'HOLE IN ROCK OUTCROP.
 TP1351'
 TP1351'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, CEMENTED IN DRILL
 TP1351'HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3179 ***********************************************************************
 SY3179  DESIGNATION -  BUCKLER 2
 SY3179  PID         -  SY3179
 SY3179  STATE/COUNTY-  WA/PIERCE
 SY3179  USGS QUAD   -  LONGBRANCH (1994)
 SY3179
 SY3179                         *CURRENT SURVEY CONTROL
 SY3179  ___________________________________________________________________
 SY3179* NAD 83(1991)-  47 14 38.43267(N)    122 49 50.59632(W)     ADJUSTED  
 SY3179* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY3179  ___________________________________________________________________
 SY3179  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 SY3179  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 SY3179
 SY3179  HORZ ORDER  -  THIRD
 SY3179
 SY3179.The horizontal coordinates were established by classical geodetic methods
 SY3179.and adjusted by the National Geodetic Survey in December 1991..
 SY3179
 SY3179.The orthometric height was scaled from a topographic map.
 SY3179
 SY3179.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3179
 SY3179.The geoid height was determined by GEOID03.
 SY3179
 SY3179;                    North         East     Units Scale Factor Converg.
 SY3179;SPC WA S     -   214,986.148   323,572.391   MT  0.99998079   -1 41 34.9
 SY3179;SPC WA S     -   705,333.72  1,061,587.09   sFT  0.99998079   -1 41 34.9
 SY3179;UTM  10      - 5,232,294.429   512,810.808   MT  0.99960202   +0 07 27.5
 SY3179
 SY3179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3179!SPC WA S     -   1.00000302  x   0.99998079  =   0.99998381
 SY3179!UTM  10      -   1.00000302  x   0.99960202  =   0.99960504
 SY3179
 SY3179|---------------------------------------------------------------------|
 SY3179| PID    Reference Object                     Distance      Geod. Az  |
 SY3179|                                                           dddmmss.s |
 SY3179| CE3398 BUCKLER 2 RM                         21.020 METERS 15420     |
 SY3179| SY3406 FLAGPOLE NORTH OF STA RAY 2         APPROX. 5.1 KM 3292252.9 |
 SY3179|---------------------------------------------------------------------|
 SY3179
 SY3179                          SUPERSEDED SURVEY CONTROL
 SY3179
 SY3179  NAD 83(1986)-  47 14 38.42866(N)    122 49 50.60591(W) AD(       ) 3
 SY3179  NAD 27      -  47 14 39.07800(N)    122 49 46.11100(W) AD(       ) 3
 SY3179
 SY3179.Superseded values are not recommended for survey control.
 SY3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3179.See file dsdata.txt to determine how the superseded data were derived.
 SY3179
 SY3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1281132294(NAD 83)
 SY3179_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3179
 SY3179  HISTORY     - Date     Condition        Report By
 SY3179  HISTORY     - 1934     MONUMENTED       CGS
 SY3179  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3179  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3179
 SY3179                          STATION DESCRIPTION
 SY3179
 SY3179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY3179'LOCATED ON THE E SIDE OF CASE INLET ON A PROMINENT POINT WITH A
 SY3179'LARGE SAND SPIT ABOUT 1.9 MILES (NAUTICAL) S OF HERRON AND 3/4
 SY3179'MILE (NAUTICAL) S OF THE S END OF HERRON ISLAND.  THERE IS A
 SY3179'LAGOON ON THE INSIDE OF THE SPIT.  THE STATION IS ABOUT THE CENTER
 SY3179'OF THE SPIT AND MIDWAY BETWEEN THE HIGH-WATER LINE AND THE EDGE
 SY3179'OF THE LAGOON, BEING ABOUT 60 FEET DISTANT IN EACH DIRECTION.
 SY3179'IT IS ABOUT 75 METERS FROM THE TREE LINE.
 SY3179'
 SY3179'SURFACE MARK IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD
 SY3179'DISK SET IN A 10- BY 10- BY 24-INCH BLOCK OF CONCRETE PROJECTING
 SY3179'2 INCHES.
 SY3179'
 SY3179'SUB-SURFACE MARK IS MARKED, AS DESCRIBED IN NOTE 7A, BY A
 SY3179'STANDARD DISK SET IN A MASS OF CONCRETE 30 INCHES DEEP.
 SY3179'
 SY3179'REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 11A, BY A
 SY3179'STANDARD DISK IN A 10- BY 10- BY 20-INCH BLOCK OF CONCRETE.  IT IS
 SY3179'TO THE S ABOUT MIDWAY BETWEEN THE HIGH-WATER LINE AND THE EDGE OF
 SY3179'THE LAGOON.
 SY3179
 SY3179                          STATION RECOVERY (1958)
 SY3179
 SY3179'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3179'STATION NOT RECOVERED, BELIEVED TO HAVE BEEN DESTROYED BY NEW
 SY3179'CONSTRUCTION.
 SY3179
 SY3179                          STATION RECOVERY (1966)
 SY3179
 SY3179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3179'THE MARKS WERE NOT FOUND.  VERY LIKELY THEY WERE DESTROYED BY
 SY3179'CONSTRUCTION AS STATED IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2273 ***********************************************************************
 SY2273  DESIGNATION -  BUCKLEY
 SY2273  PID         -  SY2273
 SY2273  STATE/COUNTY-  WA/PIERCE
 SY2273  USGS QUAD   -  BUCKLEY (1993)
 SY2273
 SY2273                         *CURRENT SURVEY CONTROL
 SY2273  ___________________________________________________________________
 SY2273* NAD 83(1991)-  47 09 00.35104(N)    122 00 49.52008(W)     ADJUSTED  
 SY2273* NAVD 88     -       284.     (meters)     932.     (feet)  SCALED    
 SY2273  ___________________________________________________________________
 SY2273  LAPLACE CORR-          11.63  (seconds)                    DEFLEC99
 SY2273  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 SY2273
 SY2273  HORZ ORDER  -  SECOND
 SY2273
 SY2273.The horizontal coordinates were established by classical geodetic methods
 SY2273.and adjusted by the National Geodetic Survey in December 1991..
 SY2273
 SY2273.The orthometric height was scaled from a topographic map.
 SY2273
 SY2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2273
 SY2273.The geoid height was determined by GEOID03.
 SY2273
 SY2273;                    North         East     Units Scale Factor Converg.
 SY2273;SPC WA S     -   203,040.628   385,203.896   MT  0.99996324   -1 05 58.5
 SY2273;SPC WA S     -   666,142.46  1,263,789.78   sFT  0.99996324   -1 05 58.5
 SY2273;SPC WA N     -    17,375.123   410,469.568   MT  1.00008361   -0 52 43.9
 SY2273;SPC WA N     -    57,004.88  1,346,682.24   sFT  1.00008361   -0 52 43.9
 SY2273;UTM  10      - 5,222,315.926   574,769.288   MT  0.99966871   +0 43 23.1
 SY2273
 SY2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2273!SPC WA S     -   0.99995889  x   0.99996324  =   0.99992213
 SY2273!SPC WA N     -   0.99995889  x   1.00008361  =   1.00004249
 SY2273!UTM  10      -   0.99995889  x   0.99966871  =   0.99962761
 SY2273
 SY2273:                Primary Azimuth Mark                     Grid Az
 SY2273:SPC WA S     -  ENUMCLAW SACRED HEART CATHOLIC CH CROSS  016 23 21.9
 SY2273:SPC WA N     -  ENUMCLAW SACRED HEART CATHOLIC CH CROSS  016 10 07.3
 SY2273:UTM  10      -  ENUMCLAW SACRED HEART CATHOLIC CH CROSS  014 34 00.3
 SY2273
 SY2273|---------------------------------------------------------------------|
 SY2273| PID    Reference Object                     Distance      Geod. Az  |
 SY2273|                                                           dddmmss.s |
 SY2273| SX1282 ENUMCLAW SACRED HEART CATHOLIC CH C APPROX. 6.3 KM 0151723.4 |
 SY2273| CE3399 BUCKLEY RM                                         08105     |
 SY2273| SY2272 DYKE                                APPROX. 8.4 KM 3223047.3 |
 SY2273|---------------------------------------------------------------------|
 SY2273
 SY2273                          SUPERSEDED SURVEY CONTROL
 SY2273
 SY2273  NAD 83(1986)-  47 09 00.34156(N)    122 00 49.53492(W) AD(       ) 2
 SY2273  NAD 27      -  47 09 00.96900(N)    122 00 45.13400(W) AD(       ) 2
 SY2273
 SY2273.Superseded values are not recommended for survey control.
 SY2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2273.See file dsdata.txt to determine how the superseded data were derived.
 SY2273
 SY2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7476922316(NAD 83)
 SY2273
 SY2273  HISTORY     - Date     Condition        Report By
 SY2273  HISTORY     - 1937     MONUMENTED       WAGS
 SY2273  HISTORY     - 1971     SEE DESCRIPTION  WA-033
 SY2273
 SY2273                          STATION DESCRIPTION
 SY2273
 SY2273'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY2273'STATION IS ABOUT 1-1/2 MILES SE OF BUCKLEY, AND 1/2 MILE TRUE S
 SY2273'OF THE SAWMILL WHICH IS ON THE E SIDE OF TOWN.  STATION IS ON THE
 SY2273'LAND OF JOSEPH ALHMAN AND IS 150 FEET N OF THE HIGHEST PART OF
 SY2273'THE HILL AND 6 FEET NW OF THE FENCE CORNER.  FLAG PLACED ON
 SY2273'FENCE.  STATION IS 3 FEET W OF FLAG.  STATION COMMANDS VIEW
 SY2273'NORTHWARDS FROM BUCKLEY TO E.
 SY2273'
 SY2273'FROM ENUMCLAW RUN TOWARDS BUCKLEY.  CROSS WHITE RIVER BRIDGE AND
 SY2273'RUN 0.8 MILE TO SCHOOL.  TAKE LEFT FORK ON A STREET AND RUN 0.2
 SY2273'MILE TO MAIN STREET.  TURN RIGHT ON MAIN STREET.  RUN 0.1 MILE
 SY2273'AND TURN LEFT OR S ON COTTAGE STREET.  RUN 0.4 MILE AND TURN LEFT
 SY2273'OR E.  RUN 0.6 MILE TO MAIL BOX OF JOSEPH ALLMAN.  STATION IS
 SY2273'NEAR THE TOP OF HILL ABOUT 500 YARDS S OF THE ROAD IN FENCE
 SY2273'CORNER.
 SY2273
 SY2273                          STATION RECOVERY (1971)
 SY2273
 SY2273'RECOVERY NOTE BY KING COUNTY WASHINGTON 1971
 SY2273'STATION NOT RECOVERED
 SY2273'
 SY2273'REFERENCE MARK NOT RECOVERED
 SY2273'
 SY2273'SEARCHED FOR AND NOT RECOVERED.
 SY2273'
 SY2273'THE DESCRIPTION ALONE IS NOT ADEQUATE TO FIND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3362 ***********************************************************************
 SY3362  DESIGNATION -  BUD
 SY3362  PID         -  SY3362
 SY3362  STATE/COUNTY-  WA/THURSTON
 SY3362  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3362
 SY3362                         *CURRENT SURVEY CONTROL
 SY3362  ___________________________________________________________________
 SY3362* NAD 83(1991)-  47 07 38.27053(N)    122 54 12.55188(W)     ADJUSTED  
 SY3362* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3362  ___________________________________________________________________
 SY3362  LAPLACE CORR-          -8.26  (seconds)                    DEFLEC99
 SY3362  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 SY3362
 SY3362  HORZ ORDER  -  THIRD
 SY3362
 SY3362.The horizontal coordinates were established by classical geodetic methods
 SY3362.and adjusted by the National Geodetic Survey in December 1991..
 SY3362
 SY3362.The orthometric height was scaled from a topographic map.
 SY3362
 SY3362.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3362
 SY3362.The geoid height was determined by GEOID03.
 SY3362
 SY3362;                    North         East     Units Scale Factor Converg.
 SY3362;SPC WA S     -   202,182.501   317,670.672   MT  0.99995938   -1 44 45.2
 SY3362;SPC WA S     -   663,327.09  1,042,224.53   sFT  0.99995938   -1 44 45.2
 SY3362;UTM  10      - 5,219,314.881   507,320.039   MT  0.99960066   +0 04 14.6
 SY3362
 SY3362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3362!SPC WA S     -   1.00000232  x   0.99995938  =   0.99996170
 SY3362!UTM  10      -   1.00000232  x   0.99960066  =   0.99960298
 SY3362
 SY3362|---------------------------------------------------------------------|
 SY3362| PID    Reference Object                     Distance      Geod. Az  |
 SY3362|                                                           dddmmss.s |
 SY3362| CE3400 BUD RM 1                              9.328 METERS 05831     |
 SY3362| SY3205 WEP RESET                           APPROX. 2.6 KM 1641110.5 |
 SY3362| CE3401 BUD RM 2                             13.288 METERS 17431     |
 SY3362|---------------------------------------------------------------------|
 SY3362
 SY3362                          SUPERSEDED SURVEY CONTROL
 SY3362
 SY3362  NAD 83(1986)-  47 07 38.26800(N)    122 54 12.56112(W) AD(       ) 3
 SY3362  NAD 27      -  47 07 38.92200(N)    122 54 08.05400(W) AD(       ) 3
 SY3362
 SY3362.Superseded values are not recommended for survey control.
 SY3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3362.See file dsdata.txt to determine how the superseded data were derived.
 SY3362
 SY3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0732019315(NAD 83)
 SY3362_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3362
 SY3362  HISTORY     - Date     Condition        Report By
 SY3362  HISTORY     - 1924     MONUMENTED       CGS
 SY3362  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3362  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY3362
 SY3362                          STATION DESCRIPTION
 SY3362
 SY3362'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3362'LOCATED ON THE BEACH ON OLYMPIA SIDE OF THE MAINLAND AND IS ABOUT
 SY3362'1 MILE S OF DOFFLEMEYER POINT ALONG THE BEACH AND IS ON THE FIRST
 SY3362'POINT BEYOND THE POINT.  THE STATION IS ABOUT 30 FEET FROM THE
 SY3362'FOOT OF A WOODED SLOPE LEADING TO THE BEACH.  THE STATION IS
 SY3362'COVERED BY ABOUT 1 FOOT OF WATER AT HIGH TIDE.
 SY3362'
 SY3362'STATION MARK AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS
 SY3362'SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY3362'
 SY3362'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK IN A BOULDER AS
 SY3362'DESCRIBED IN NOTE 12C.
 SY3362'
 SY3362'REFERENCE MARK NO.1 IS LOCATED AT THE FOOT OF THE SLOPE.
 SY3362'
 SY3362'REFERENCE MARK NO.2 IS LOCATED IN A LARGE BARNACLED ROCK STANDING
 SY3362'ABOUT 2-1/2 FEET HIGH AND IS ABOUT 35 FEET FROM THE EDGE OF THE
 SY3362'BANK.
 SY3362'
 SY3362'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3362
 SY3362                          STATION RECOVERY (1936)
 SY3362
 SY3362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3362'STATION RECOVERED AS DESCRIBED - DESCRIPTION ADEQUATE.
 SY3362
 SY3362                          STATION RECOVERY (1976)
 SY3362
 SY3362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SY3362'THE STATION MARK WAS FOUND NEAR ITS ORIGINAL POSITION, BUT LAYING
 SY3362'HORIZONTAL.  REFERENCE MARK NO. 1 WAS NOT FOUND.  REFERENCE MARK
 SY3362'NO. 2 WAS RECOVERED IN GOOD CONDITION.  A NEW STATION BUD 2, WAS
 SY3362'ESTABLISHED WITHIN A FEW FEET OF THE ORIGINAL POINT.
 SY3362'
 SY3362'THE ORIGINAL STATION MARK DISK WAS REMOVED FROM THE CONCRETE POST.
 SY3362'
 SY3362'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3362'6-1/4 MILES NORTH OF OLYMPIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3382 ***********************************************************************
 SY3382  DESIGNATION -  BUD 2
 SY3382  PID         -  SY3382
 SY3382  STATE/COUNTY-  WA/THURSTON
 SY3382  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3382
 SY3382                         *CURRENT SURVEY CONTROL
 SY3382  ___________________________________________________________________
 SY3382* NAD 83(1991)-  47 07 38.25969(N)    122 54 12.53130(W)     ADJUSTED  
 SY3382* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 SY3382  ___________________________________________________________________
 SY3382  LAPLACE CORR-          -8.26  (seconds)                    DEFLEC99
 SY3382  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 SY3382
 SY3382  HORZ ORDER  -  THIRD
 SY3382
 SY3382.The horizontal coordinates were established by classical geodetic methods
 SY3382.and adjusted by the National Geodetic Survey in December 1991..
 SY3382
 SY3382.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3382
 SY3382.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3382
 SY3382.The geoid height was determined by GEOID03.
 SY3382
 SY3382;                    North         East     Units Scale Factor Converg.
 SY3382;SPC WA S     -   202,182.153   317,671.095   MT  0.99995938   -1 44 45.2
 SY3382;SPC WA S     -   663,325.95  1,042,225.92   sFT  0.99995938   -1 44 45.2
 SY3382;UTM  10      - 5,219,314.547   507,320.473   MT  0.99960066   +0 04 14.6
 SY3382
 SY3382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3382!SPC WA S     -   1.00000326  x   0.99995938  =   0.99996264
 SY3382!UTM  10      -   1.00000326  x   0.99960066  =   0.99960392
 SY3382
 SY3382|---------------------------------------------------------------------|
 SY3382| PID    Reference Object                     Distance      Geod. Az  |
 SY3382|                                                           dddmmss.s |
 SY3382| CE3402 BUD 2 RM 3                            8.837 METERS 06327     |
 SY3382| SY3205 WEP RESET                           APPROX. 2.6 KM 1641136.8 |
 SY3382| CE3401 BUD RM 2                             12.923 METERS 17611     |
 SY3382| SY3238 OLYMPIA STATE CAP BLDG DOME         APPROX.10.2 KM 1803441.5 |
 SY3382|---------------------------------------------------------------------|
 SY3382
 SY3382                          SUPERSEDED SURVEY CONTROL
 SY3382
 SY3382  NAD 83(1986)-  47 07 38.25732(N)    122 54 12.54054(W) AD(       ) 3
 SY3382  NAD 27      -  47 07 38.91115(N)    122 54 08.02869(W) AD(       ) 3
 SY3382  NGVD 29 (07/19/86)    0.0    (m)            0.     (f) VERT ANG       
 SY3382
 SY3382.Superseded values are not recommended for survey control.
 SY3382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3382.See file dsdata.txt to determine how the superseded data were derived.
 SY3382
 SY3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0732019315(NAD 83)
 SY3382_MARKER: DS = TRIANGULATION STATION DISK
 SY3382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3382_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3382
 SY3382  HISTORY     - Date     Condition        Report By
 SY3382  HISTORY     - 1976     MONUMENTED       NGS
 SY3382  HISTORY     - 1987     GOOD             USPSQD
 SY3382
 SY3382                          STATION DESCRIPTION
 SY3382
 SY3382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SY3382'THIS STATION WAS ESTABLISHED TO REPLACE BUD 1924, WHICH WAS
 SY3382'FOUND DESTROYED.
 SY3382'
 SY3382'THE STATION IS ABOUT 6-1/4 MILES NORTH OF OLYMPIA, 1-1/4 MILES
 SY3382'SOUTH OF DOFFLEMYER POINT AND ON THE BEACH ON THE EAST SIDE OF
 SY3382'BUDD INLET.
 SY3382'
 SY3382'TO REACH FROM THE INTERSECTION OF STATE STREET AND E. BAY DRIVE
 SY3382'IN OLYMPIA, GO NORTH ON E. BAY DRIVE WHICH BECOMES BOSTON HARBOR
 SY3382'ROAD, FOR 3.9 MILES TO CUSHMAN ROAD.  CONTINUE NORTH ON BOSTON
 SY3382'HARBOR ROAD FOR 2.35 MILES TO A ROAD LEFT ABOUT 200 FEET BEFORE
 SY3382'REACHING A CURVE IN THE BOTTOM OF A DRAW, TURN LEFT GO 0.1 MILE
 SY3382'TO A FORK AND DRIVEWAY RIGHT.  KEEP STRAIGHT AHEAD (RIGHT FORK)
 SY3382'FOR 0.3 MILE TO THE STALCUP DRIVEWAY ON THE RIGHT, TURN RIGHT,
 SY3382'GO ABOUT 200 FEET TO THE HOUSE.  WALK AROUND THE HOUSE AND
 SY3382'FOLLOW THE TRAIL ABOUT 50 YARDS TO THE BEACH, WALK SOUTH
 SY3382'ALONG THE BEACH ABOUT 200 YARDS TO THE STATION.
 SY3382'
 SY3382'STATION MARK, STAMPED BUD 2 1976, IS A STANDARD DISK SET IN A
 SY3382'ROUND CONCRETE POST FLUSH WITH THE BEACH, 47.8 FEET WEST OF A
 SY3382'METAL WITNESS POST AND ABOUT 40 FEET NORTH OF THE LARGE ROCK WHICH
 SY3382'HOLDS REFERENCE MARK NO. 2.
 SY3382'
 SY3382'REFERENCE MARK NO. 2, STAMPED BUD NO 2 1924, IS A STANDARD DISK
 SY3382'SET 1.6 FEET SOUTHEAST OF THE NORTHEAST END OF AN 8X10-FOOT
 SY3382'BOULDER WHICH PROJECTS 3.5 FEET ABOVE THE BEACH.
 SY3382'
 SY3382'REFERENCE MARK NO. 3, STAMPED BUD 2 NO 3 1976, IS A STANDARD
 SY3382'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE BEACH, 19 FEET
 SY3382'WEST OF THE 40-FOOT HIGH CLAY BANK AT THE HIGH WATER LINE, 30
 SY3382'FEET SOUTH OF AN 8-INCH CEDAR TREE AND 18.5 FEET WEST OF A METAL
 SY3382'WITNESS POST.
 SY3382
 SY3382                          STATION RECOVERY (1987)
 SY3382
 SY3382'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRT)
 SY3382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3276 ***********************************************************************
 SY3276  DESIGNATION -  BUDD INLET LIGHT 1975
 SY3276  PID         -  SY3276
 SY3276  STATE/COUNTY-  WA/THURSTON
 SY3276  USGS QUAD   -  TUMWATER (1994)
 SY3276
 SY3276                         *CURRENT SURVEY CONTROL
 SY3276  ___________________________________________________________________
 SY3276* NAD 83(1991)-  47 05 31.57412(N)    122 55 50.57746(W)     ADJUSTED  
 SY3276* NAVD 88     -                                                        
 SY3276  ___________________________________________________________________
 SY3276  LAPLACE CORR-          -9.19  (seconds)                    DEFLEC99
 SY3276  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SY3276
 SY3276  HORZ ORDER  -  THIRD
 SY3276
 SY3276.The horizontal coordinates were established by classical geodetic methods
 SY3276.and adjusted by the National Geodetic Survey in December 1991..
 SY3276
 SY3276
 SY3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3276
 SY3276.The geoid height was determined by GEOID03.
 SY3276
 SY3276;                    North         East     Units Scale Factor Converg.
 SY3276;SPC WA S     -   198,335.267   315,485.148   MT  0.99995375   -1 45 56.4
 SY3276;SPC WA S     -   650,704.96  1,035,054.19   sFT  0.99995375   -1 45 56.4
 SY3276;UTM  10      - 5,215,401.696   505,258.300   MT  0.99960034   +0 03 02.7
 SY3276
 SY3276                          SUPERSEDED SURVEY CONTROL
 SY3276
 SY3276  NAD 83(1986)-  47 05 31.57192(N)    122 55 50.58716(W) AD(       ) 4
 SY3276  NAD 27      -  47 05 32.22468(N)    122 55 46.07632(W) AD(       ) 3
 SY3276
 SY3276.Superseded values are not recommended for survey control.
 SY3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3276.See file dsdata.txt to determine how the superseded data were derived.
 SY3276
 SY3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0525815402(NAD 83)
 SY3276_MARKER: 14 = NAVIGATION LIGHT
 SY3276
 SY3276  HISTORY     - Date     Condition        Report By
 SY3276  HISTORY     - 1975     FIRST OBSERVED   NGS
 SY3276  HISTORY     - 19920607 GOOD             USPSQD
 SY3276
 SY3276                          STATION DESCRIPTION
 SY3276
 SY3276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 SY3276'THE LIGHT IS ABOUT 2.0 MILES NORTHWEST OF PRIEST POINT, 100 YARDS
 SY3276'OFF THE WESTERN SHORE OF BUDD INLET AND 3/4 MILE NORTH OF BUTLER
 SY3276'COVE.  IT IS A RED LIGHT ON A POLE WHICH PROJECTS ABOUT 2 FEET
 SY3276'ABOVE THE RAILING ON THE PLATFORM WHICH SETS ATOP A DOLPHIN WITH
 SY3276'TWO RED DAYMARKERS.
 SY3276'
 SY3276'THE 1975 WEST COAST LIGHT LIST GIVES THE LIGHT AS BEING IN 17
 SY3276'FEET OF WATER, WITH THE LIGHT 19 FEET ABOVE WATER AND THE LAST DATE
 SY3276'THE LIGHT WAS REBUILT AS 1936.
 SY3276
 SY3276                          STATION RECOVERY (1992)
 SY3276
 SY3276'RECOVERY NOTE BY US POWER SQUADRON 1992 (LW)
 SY3276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2537 ***********************************************************************
 SY2537  DESIGNATION -  BUENNA
 SY2537  PID         -  SY2537
 SY2537  STATE/COUNTY-  WA/KING
 SY2537  USGS QUAD   -  POVERTY BAY (1994)
 SY2537
 SY2537                         *CURRENT SURVEY CONTROL
 SY2537  ___________________________________________________________________
 SY2537* NAD 83(1991)-  47 20 00.55247(N)    122 20 48.87526(W)     ADJUSTED  
 SY2537* NAVD 88     -       109.8    (meters)     360.     (feet)  VERTCON   
 SY2537  ___________________________________________________________________
 SY2537  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 SY2537  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY2537
 SY2537  HORZ ORDER  -  FIRST
 SY2537
 SY2537.The horizontal coordinates were established by classical geodetic methods
 SY2537.and adjusted by the National Geodetic Survey in December 1991..
 SY2537
 SY2537.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2537
 SY2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2537
 SY2537.The geoid height was determined by GEOID03.
 SY2537
 SY2537;                    North         East     Units Scale Factor Converg.
 SY2537;SPC WA N     -    38,203.057   385,605.012   MT  1.00003522   -1 07 36.8
 SY2537;SPC WA N     -   125,337.86  1,265,105.78   sFT  1.00003522   -1 07 36.8
 SY2537;SPC WA S     -   223,961.269   360,420.592   MT  1.00000004   -1 20 29.7
 SY2537;SPC WA S     -   734,779.60  1,182,479.89   sFT  1.00000004   -1 20 29.7
 SY2537;UTM  10      - 5,242,431.155   549,341.688   MT  0.99962992   +0 28 48.8
 SY2537
 SY2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2537!SPC WA N     -   0.99998635  x   1.00003522  =   1.00002157
 SY2537!SPC WA S     -   0.99998635  x   1.00000004  =   0.99998639
 SY2537!UTM  10      -   0.99998635  x   0.99962992  =   0.99961627
 SY2537
 SY2537:                Primary Azimuth Mark                     Grid Az
 SY2537:SPC WA N     -  KENT SW MUN TANK                         052 42 29.1
 SY2537:SPC WA S     -  KENT SW MUN TANK                         052 55 22.0
 SY2537:UTM  10      -  KENT SW MUN TANK                         051 06 03.5
 SY2537
 SY2537|---------------------------------------------------------------------|
 SY2537| PID    Reference Object                     Distance      Geod. Az  |
 SY2537|                                                           dddmmss.s |
 SY2537| SY2504 KENT SW MUN TANK                    APPROX. 5.5 KM 0513452.3 |
 SY2537| SY2531 FEDERAL WAY DIST 75 TANK            APPROX. 3.9 KM 0594448.1 |
 SY2537| CE3403 BUENNA RM 1                          18.619 METERS 06153     |
 SY2537| SY2534 FEDERAL WAY DISTRICT 124 STANDPIPE  APPROX. 2.9 KM 0904923.2 |
 SY2537| SY2536 REDONDO DIST 56 STANDPIPE            11.533 METERS 09226     |
 SY2537| SY2535 FEDERAL WAY DIST 124 SPIPE 1A       APPROX. 1.9 KM 1213547.4 |
 SY2537| CE3404 BUENNA RM 2                          26.517 METERS 13515     |
 SY2537| SY2613 GM 136 K CO 1972                    372.797 METERS 19206     |
 SY2537| SY2752 DASH PT RAD STA KMO MAST            APPROX. 5.0 KM 2284346.3 |
 SY2537| CE3405 BUENNA RM 3                                        23206     |
 SY2537| SY2829 LAVENDER                            APPROX. 7.1 KM 3192847.4 |
 SY2537|---------------------------------------------------------------------|
 SY2537
 SY2537                          SUPERSEDED SURVEY CONTROL
 SY2537
 SY2537  NAD 83(1986)-  47 20 00.54623(N)    122 20 48.88668(W) AD(       ) 1
 SY2537  NAD 27      -  47 20 01.18801(N)    122 20 44.44238(W) AD(       ) 1
 SY2537  NGVD 29 (07/19/86)  108.7    (m)          357.     (f) VERT ANG       
 SY2537
 SY2537.Superseded values are not recommended for survey control.
 SY2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2537.See file dsdata.txt to determine how the superseded data were derived.
 SY2537
 SY2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4934242431(NAD 83)
 SY2537_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY2537
 SY2537  HISTORY     - Date     Condition        Report By
 SY2537  HISTORY     - 1973     MONUMENTED       NGS
 SY2537  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY2537
 SY2537                          STATION DESCRIPTION
 SY2537
 SY2537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LDF)
 SY2537'STATION IS LOCATED ABOUT 2.0 MILES WEST-NORTHWEST OF FEDERAL WAY,
 SY2537'1-1/2 MILES SOUTHWEST OF REDONDO, 1/2 MILE SOUTH OF POVERTY BAY,
 SY2537'ON THE PROPERTY OF KING COUNTY WATER DISTRICT 56 AND IS IN THE
 SY2537'SOUTHWEST 1/4 OF SECTION 6, T21N, R4E.
 SY2537'
 SY2537'TO REACH THE STATION FROM THE INTERSECTION OF SW 312TH ST AND
 SY2537'U.S. HIGHWAY 99 IN FEDERAL WAY, GO NORTH ON U.S. HIGHWAY 99 FOR
 SY2537'0.95 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON STATE
 SY2537'HIGHWAY 509 FOR 2.1 MILES TO 10TH AVE SW ON THE RIGHT.  (TO REACH
 SY2537'REFERENCE MARK 3, CONTINUE WEST ON THE HIGHWAY TO 12TH AVE SW.
 SY2537'TURN RIGHT AND GO NORTH ON 12TH AVE SW FOR 0.2 MILE TO THE MARK ON
 SY2537'THE LEFT.) TURN RIGHT AND GO NORTH FOR 0.2 MILE TO A SIDE ROAD
 SY2537'RIGHT.  TURN RIGHT AND GO UPHILL FOR 0.05 MILE TO A LOCKED
 SY2537'GATE ON THE LEFT AND THE STATION NEAR THE STANDPIPE.
 SY2537'
 SY2537'STATION MARKS ARE STANDARD DISKS, STAMPED BUENNA 1973.  THE SURFACE
 SY2537'DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 SY2537'FLUSH.  IT IS 34.0 FEET EAST OF A FENCE AND 29 FEET SOUTH OF A
 SY2537'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 SY2537'CONCRETE ABOUT 40 INCHES BELOW THE GROUND SURFACE.
 SY2537'
 SY2537'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUENNA NO 1 1973,
 SY2537'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SY2537'IS FLUSH.  IT IS 24.5 FEET NORTHEAST OF THE STANDPIPE, 12 FEET
 SY2537'WEST OF THE NORTHEAST FENCE CORNER POST AND 0.8 FOOT SOUTH OF THE
 SY2537'FENCE.
 SY2537'
 SY2537'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUENNA NO 2 1973,
 SY2537'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 SY2537'FLUSH.  IT IS 55 FEET SOUTHEAST OF THE STANDPIPE, 2.5 FEET WEST
 SY2537'OF THE SOUTHEAST FENCE CORNER POST AND 1 FOOT NORTH OF THE FENCE.
 SY2537'
 SY2537'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BUENNA NO 3 1973,
 SY2537'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SY2537'IS FLUSH.  IT IS 36 FEET WEST OF THE CENTERLINE OF 12TH AVE SW,
 SY2537'11.0 FEET NORTH OF TELEPHONE POLE NO 7 AND 1.0 FOOT EAST OF A
 SY2537'WOODEN FENCE.
 SY2537'
 SY2537'HEIGHT OF LIGHT ABOVE STATION MARK 38.3 METERS.
 SY2537
 SY2537                          STATION RECOVERY (1987)
 SY2537
 SY2537'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY2537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2369 ***********************************************************************
 TR2369  DESIGNATION -  BUGGE
 TR2369  PID         -  TR2369
 TR2369  STATE/COUNTY-  WA/CLALLAM
 TR2369  USGS QUAD   -  SEQUIM (1985)
 TR2369
 TR2369                         *CURRENT SURVEY CONTROL
 TR2369  ___________________________________________________________________
 TR2369* NAD 83(1991)-  48 05 01.42289(N)    123 01 24.96604(W)     ADJUSTED  
 TR2369* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 TR2369  ___________________________________________________________________
 TR2369  LAPLACE CORR-          -8.11  (seconds)                    DEFLEC99
 TR2369  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 TR2369
 TR2369  HORZ ORDER  -  SECOND
 TR2369
 TR2369.The horizontal coordinates were established by classical geodetic methods
 TR2369.and adjusted by the National Geodetic Survey in December 1991..
 TR2369
 TR2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2369
 TR2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2369
 TR2369.The geoid height was determined by GEOID03.
 TR2369
 TR2369;                    North         East     Units Scale Factor Converg.
 TR2369;SPC WA N     -   122,813.242   336,846.527   MT  0.99994243   -1 37 50.5
 TR2369;SPC WA N     -   402,929.78  1,105,137.31   sFT  0.99994243   -1 37 50.5
 TR2369;UTM  10      - 5,325,606.646   498,242.272   MT  0.99960004   -0 01 03.2
 TR2369
 TR2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2369!SPC WA N     -   1.00000283  x   0.99994243  =   0.99994526
 TR2369!UTM  10      -   1.00000283  x   0.99960004  =   0.99960286
 TR2369
 TR2369:                Primary Azimuth Mark                     Grid Az
 TR2369:SPC WA N     -  PROTECTION ISLAND WATER TANK             058 19 09.5
 TR2369:UTM  10      -  PROTECTION ISLAND WATER TANK             056 42 22.2
 TR2369
 TR2369|---------------------------------------------------------------------|
 TR2369| PID    Reference Object                     Distance      Geod. Az  |
 TR2369|                                                           dddmmss.s |
 TR2369| TR1752 PROTECTION ISLAND WATER TANK        APPROX. 8.7 KM 0564119.0 |
 TR2369| CF7647 BUGGE RM 1                           14.410 METERS 06942     |
 TR2369| CF7648 BUGGE RM 2                           10.836 METERS 14130     |
 TR2369|---------------------------------------------------------------------|
 TR2369
 TR2369                          SUPERSEDED SURVEY CONTROL
 TR2369
 TR2369  NAD 83(1986)-  48 05 01.42193(N)    123 01 24.97309(W) AD(       ) 2
 TR2369  NAD 27      -  48 05 02.08870(N)    123 01 20.33780(W) AD(       ) 2
 TR2369  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 TR2369
 TR2369.Superseded values are not recommended for survey control.
 TR2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2369.See file dsdata.txt to determine how the superseded data were derived.
 TR2369
 TR2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9824225607(NAD 83)
 TR2369_MARKER: X = CHISELED CROSS
 TR2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2369_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TR2369_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 TR2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2369+STABILITY: SURFACE MOTION
 TR2369
 TR2369  HISTORY     - Date     Condition        Report By
 TR2369  HISTORY     - 1920     MONUMENTED       USE
 TR2369  HISTORY     - 1961     GOOD             CGS
 TR2369  HISTORY     - 1962     GOOD             CGS
 TR2369  HISTORY     - 1967     GOOD             CGS
 TR2369  HISTORY     - 1979     GOOD             WADNR
 TR2369  HISTORY     - 1979     GOOD             NGS
 TR2369  HISTORY     - 1984     GOOD             NOS
 TR2369
 TR2369                          STATION DESCRIPTION
 TR2369
 TR2369'DESCRIBED BY US ENGINEERS 1920
 TR2369'LOCATED ON E END OF SPIT ACROSS THE ENTRANCE TO WASHINGTON HARBOR.
 TR2369'IT IS ON THE N SIDE, 10 FEET FROM THE DRIFTWOOD.  TAKUP POINT IS
 TR2369'JUST VISIBLE PAST THE BLUFF S OF THE LAGOON.  ELEVATION 11.03 FEET
 TR2369'ABOVE MEAN LOW WATER.  (LEVELS NOT CHECKED.)
 TR2369'
 TR2369'MARKED WITH STANDARD CONCRETE MONUMENT, SIGNAL, AND CEDAR REFERENCE
 TR2369'POST.
 TR2369
 TR2369                          STATION RECOVERY (1961)
 TR2369
 TR2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR2369'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 TR2369'EAST END OF THE SANDSPIT ON THE NORTH SHORE OF SEQUIM BAY.
 TR2369'
 TR2369'THE STATION IS A CROSS IN THE TOP OF A 1/4-INCH SQUARE BRASS PIN
 TR2369'SET IN THE CENTER OF A 4-INCH SQUARE CONCRETE MONUMENT, PROJECTING 2
 TR2369'INCHES ABOVE GROUND.  THE LETTERS USED ARE CAST IN THE TOP OF THE
 TR2369'MONUMENT, AND THERE IS AN IRON BOLT HEAD IN THE NORTHEAST CORNER OF
 TR2369'THE MONUMENT.
 TR2369'
 TR2369'THE STATION IS ABOUT 120 FEET WEST OF THE WEST EDGE OF THE BLUFF,
 TR2369'ABOUT 30 FEET SOUTH OF THE MEAN HIGH WATER LINE, ABOUT 12 FEET NORTH
 TR2369'OF THE CENTERLINE OF A ROAD, AND 3.2 FEET WEST OF A WITNESS POST.
 TR2369'THERE ARE NO OTHER MARKS.
 TR2369
 TR2369                          STATION RECOVERY (1962)
 TR2369
 TR2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TR2369'THE STATION WAS RECOVERED AND THE STATION MARK WAS FOUND IN GOOD
 TR2369'CONDITION.  NO REFERENCE MARKS OR AZIMUTH WAS ESTABLISHED AT THIS
 TR2369'STATION.
 TR2369'
 TR2369'THE STATION IS LOCATED 6 MILES SOUTHEAST OF SEQUIM BAY, ON THE EAST
 TR2369'END OF THE SPIT ACROSS THE ENTRANCE TO WASHINGTON HARBOR.
 TR2369'
 TR2369'TO REACH THE STATION FROM THE POST OFFICE IN SEQUIM BAY, GO SOUTH
 TR2369'FOR 1 BLOCK TO U.S. HIGHWAY 101, TURN LEFT EAST ON U.S. HIGHWAY 101
 TR2369'FOR 7.2 MILES TO A SIDE ROAD LEFT, TURN LEFT CROSS RAILROAD TRACKS
 TR2369'FOR 50 YARDS TO A T-ROAD, TURN RIGHT AND GO 1.85 MILES TO A Y-FORK,
 TR2369'TURN RIGHT AND GO 2.6 MILES TO THE END OF THE MACADAM ROAD, TURN
 TR2369'LEFT GO DOWN HILL ON TRACK ROAD FOR 0.45 MILE TO EAST END OF THE
 TR2369'SPIT AND THE STATION.
 TR2369'
 TR2369'THE STATION MARK IS A BRASS STRIP WITH A CROSS CUT IN THE CENTER,
 TR2369'SET IN THE TOP OF A 4-INCH SQUARE CONCRETE POST THAT PROJECTS
 TR2369'1-INCH.  IT IS 120 FEET SOUTH OF THE SOUTH EDGE OF THE WATER, 16
 TR2369'FEET NORTH OF CENTER OF A TRACK ROAD AND 3.0 FEET NORTHWEST OF THE
 TR2369'WITNESS POST.
 TR2369
 TR2369                          STATION RECOVERY (1967)
 TR2369
 TR2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WFF)
 TR2369'RECOVERED AS DESCRIBED, NO SEARCH WAS MADE FOR REFERENCE MARKS.
 TR2369
 TR2369                          STATION RECOVERY (1979)
 TR2369
 TR2369'RECOVERY NOTE BY WA DEPT OF NAT RES 1979
 TR2369'STATION RECOVERED GOOD.
 TR2369'
 TR2369'R.M.S SHOULD BE SET.
 TR2369'
 TR2369'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI. EAST OF SEQUIM.
 TR2369
 TR2369                          STATION RECOVERY (1979)
 TR2369
 TR2369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR2369'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 TR2369'MARKS WERE ESTABLISHED THIS DATE.  THERE IS NO SUITABLE PLACE TO SET
 TR2369'AN AZIMUTH MARK BUT THE PROTECTION ISLAND WATER TANK CAN SERVE AS
 TR2369'AN AZIMUTH
 TR2369'
 TR2369'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF SEQUIM ON THE EAST
 TR2369'END OF THE SAND SPIT ACROSS THE ENTRANCE TO WASHINGTON HARBOR.
 TR2369'
 TR2369'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON ST AND
 TR2369'SEQUIM AVE IN SEQUIM GO EAST ON U.S. HIGHWAY 101 FOR 2.4 MILES TO A
 TR2369'RAILROAD CROSSING.  CONTINUE EAST ON HIGHWAY 101 FOR 4.5 MILES TO A
 TR2369'SIDE ROAD LEFT.  TURN LEFT, CROSS THE TRACKS FOR 0.05 MILE TO A
 TR2369'T-INTERSECTION.  TURN RIGHT AND GO NORTHWEST FOR 0.6 MILE TO A FORK.
 TR2369'TAKE THE LEFT FORK AND GO NORTHWEST ON THE SURFACED ROAD FOR 1.5
 TR2369'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH ON THE SURFACED
 TR2369'ROAD FOR 2.7 MILES TO THE END OF THE SURFACED ROAD AND A TRACK ROAD
 TR2369'LEFT.  TURN LEFT PASSING THROUGH A GATE WITH 5.9N (SEQUIM BAY POINT
 TR2369'PRIVATE) AND GO WEST ON THE TRACK ROAD FOR 0.45 MILE TO THE EAST END
 TR2369'OF THE SAND SPIT AND THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE
 TR2369'OF THE INTERSECTION OF A ROAD LEADING SOUTH TO A CABIN AND A TRACK
 TR2369'ROAD LEADING WEST ACROSS THE SAND SPIT.
 TR2369'
 TR2369'THE STATION IS A X CUT IN THE TOP OF A BRASS BOLT IN THE TOP OF A 4
 TR2369'INCH SQUARE PRECAST CONCRETE POST REINFORCED WITH A COLLAR OF
 TR2369'CONCRETE AND ROCK.  THE MARK IS LOCATED 3.7 METERS (12 FEET) N FROM
 TR2369'THE CENTER OF THE ROAD ON THE SAND SPIT AND 0.6 METER (2 FEET) S FROM
 TR2369'A WITNESS POST.
 TR2369'
 TR2369'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TR2369'STAMPED---BUGGE USE 1920 NO 1 1979---SET INTO THE TOP OF A ROUND
 TR2369'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 TR2369'LOCATED 6.4 METERS (21 FEET) NW FROM THE INTERSECTION OF THE ROADS,
 TR2369'4.0 METERS (13 FEET) N FROM THE CENTER OF THE ROAD ON THE SAND SPIT,
 TR2369'AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 TR2369'
 TR2369'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TR2369'STAMPED---BUGGE USE 1920 NO 2 1979---SET INTO THE TOP OF A ROUND
 TR2369'CONCRETE MONUMENT 36 CM (14 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 TR2369'LOCATED 11.0 METERS (36 FEET) W FROM THE CENTER OF THE ROAD TO THE
 TR2369'CABIN, 7.0 METERS (23 FEET) S FROM THE CENTER OF THE ROAD ON THE SAND
 TR2369'SPIT, 2.1 METERS (7 FEET) E FROM THE EDGE OF THE BANK OF A POND, AND
 TR2369'0.6 METER (2 FEET) LOWER THAN THE STATION.
 TR2369
 TR2369                          STATION RECOVERY (1984)
 TR2369
 TR2369'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR2369'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 TR2369'CLN IN 1977.
 TR2369'
 TR2369'THE STATION IS A X CUT IN THE TOP OF A SMALL BRASS BOLT, IN THE
 TR2369'TOP OF A 4-INCH SQUARE, PRECAST CONCRETE MONUMENT THAT WAS
 TR2369'REINFORCED WITH AN IRREGULAR COLLAR OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5355 ***********************************************************************
 SY5355  DESIGNATION -  BUILDING 7 WESTSIDE FLAGPOLE
 SY5355  PID         -  SY5355
 SY5355  STATE/COUNTY-  WA/KITSAP
 SY5355  USGS QUAD   -  BREMERTON WEST (1981)
 SY5355
 SY5355                         *CURRENT SURVEY CONTROL
 SY5355  ___________________________________________________________________
 SY5355* NAD 83(1991)-  47 35 10.35371(N)    122 41 24.20362(W)     ADJUSTED  
 SY5355* NAVD 88     -                                                        
 SY5355  ___________________________________________________________________
 SY5355  LAPLACE CORR-         -14.79  (seconds)                    DEFLEC99
 SY5355  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 SY5355
 SY5355  HORZ ORDER  -  THIRD
 SY5355
 SY5355.The horizontal coordinates were established by classical geodetic methods
 SY5355.and adjusted by the National Geodetic Survey in December 1991..
 SY5355
 SY5355
 SY5355.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5355
 SY5355.The geoid height was determined by GEOID03.
 SY5355
 SY5355;                    North         East     Units Scale Factor Converg.
 SY5355;SPC WA N     -    66,860.660   360,352.649   MT  0.99998503   -1 22 56.5
 SY5355;SPC WA N     -   219,358.68  1,182,256.98   sFT  0.99998503   -1 22 56.5
 SY5355;UTM  10      - 5,270,357.317   523,304.655   MT  0.99960667   +0 13 43.8
 SY5355
 SY5355                          SUPERSEDED SURVEY CONTROL
 SY5355
 SY5355  NAD 83(1986)-  47 35 10.34888(N)    122 41 24.21063(W) AD(       ) 4
 SY5355  NAD 27      -  47 35 11.01700(N)    122 41 19.70800(W) AD(       ) 3
 SY5355
 SY5355.Superseded values are not recommended for survey control.
 SY5355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5355.See file dsdata.txt to determine how the superseded data were derived.
 SY5355
 SY5355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2330570357(NAD 83)
 SY5355
 SY5355  HISTORY     - Date     Condition        Report By
 SY5355  HISTORY     - UNK      MONUMENTED
 SY5355  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY5355
 SY5355                          STATION DESCRIPTION
 SY5355
 SY5355'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LLB)
 SY5355'NO FLAGPOLE IN THE AREA NEAR BUILDING NO. 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4332 ***********************************************************************
 SY4332  DESIGNATION -  BUILDING ROOF SOUTHEAST CORNER
 SY4332  PID         -  SY4332
 SY4332  STATE/COUNTY-  WA/KING
 SY4332  USGS QUAD   -  POVERTY BAY (1994)
 SY4332
 SY4332                         *CURRENT SURVEY CONTROL
 SY4332  ___________________________________________________________________
 SY4332* NAD 83(1991)-  47 37 00.79073(N)    122 16 48.03672(W)     ADJUSTED  
 SY4332* NAVD 88     -                                                        
 SY4332  ___________________________________________________________________
 SY4332  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 SY4332  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SY4332
 SY4332  HORZ ORDER  -  THIRD
 SY4332
 SY4332.The horizontal coordinates were established by classical geodetic methods
 SY4332.and adjusted by the National Geodetic Survey in December 1991..
 SY4332
 SY4332
 SY4332.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4332
 SY4332.The geoid height was determined by GEOID03.
 SY4332
 SY4332;                    North         East     Units Scale Factor Converg.
 SY4332;SPC WA N     -    69,608.810   391,252.906   MT  0.99998025   -1 04 37.5
 SY4332;SPC WA N     -   228,374.90  1,283,635.58   sFT  0.99998025   -1 04 37.5
 SY4332;UTM  10      - 5,273,971.263   554,104.308   MT  0.99963597   +0 31 54.6
 SY4332
 SY4332                          SUPERSEDED SURVEY CONTROL
 SY4332
 SY4332  NAD 83(1986)-  47 37 00.78479(N)    122 16 48.04258(W) AD(       ) 4
 SY4332  NAD 27      -  47 37 01.42600(N)    122 16 43.59200(W) AD(       ) 3
 SY4332
 SY4332.Superseded values are not recommended for survey control.
 SY4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4332.See file dsdata.txt to determine how the superseded data were derived.
 SY4332
 SY4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5410473971(NAD 83)
 SY4332
 SY4332  HISTORY     - Date     Condition        Report By
 SY4332  HISTORY     - 1919     MONUMENTED       CGS
 SY4332  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4332  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 SY4332
 SY4332                          STATION DESCRIPTION
 SY4332
 SY4332'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY4332'STATION IS ROUNDED ROOF OF BOATHOUSE ON W SHORE OF LAKE.
 SY4332
 SY4332                          STATION RECOVERY (1968)
 SY4332
 SY4332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4332'STATION WAS CALLED SOUTHEAST CORNER ROOF BUILDING, IN THE 1919
 SY4332'DESCRIPTION.
 SY4332'
 SY4332'THE STATION CANNOT BE IDENTIFIED AND SHOULD BE CONSIDERED LOST.
 SY4332
 SY4332                          STATION RECOVERY (2002)
 SY4332
 SY4332'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0675 ***********************************************************************
 SD0675  DESIGNATION -  BULL HILL
 SD0675  PID         -  SD0675
 SD0675  STATE/COUNTY-  WA/JEFFERSON
 SD0675  USGS QUAD   -  CHRISTMAS CREEK (1990)
 SD0675
 SD0675                         *CURRENT SURVEY CONTROL
 SD0675  ___________________________________________________________________
 SD0675* NAD 83(1991)-  47 44 58.31097(N)    124 10 40.18057(W)     ADJUSTED  
 SD0675* NAVD 88     -                                                        
 SD0675  ___________________________________________________________________
 SD0675  LAPLACE CORR-          12.57  (seconds)                    DEFLEC99
 SD0675  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SD0675
 SD0675  HORZ ORDER  -  THIRD
 SD0675
 SD0675.The horizontal coordinates were established by classical geodetic methods
 SD0675.and adjusted by the National Geodetic Survey in December 1991..
 SD0675
 SD0675
 SD0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0675
 SD0675.The geoid height was determined by GEOID03.
 SD0675
 SD0675;                    North         East     Units Scale Factor Converg.
 SD0675;SPC WA N     -    88,782.710   249,298.478   MT  0.99996281   -2 29 24.2
 SD0675;SPC WA N     -   291,281.27    817,906.76   sFT  0.99996281   -2 29 24.2
 SD0675;UTM  10      - 5,289,133.963   411,715.482   MT  0.99969578   -0 52 18.8
 SD0675
 SD0675                          SUPERSEDED SURVEY CONTROL
 SD0675
 SD0675  NAD 83(1986)-  47 44 58.30004(N)    124 10 40.19333(W) AD(       ) 4
 SD0675  NAD 27      -  47 44 59.33000(N)    124 10 36.44000(W) AD(       ) 3
 SD0675
 SD0675.Superseded values are not recommended for survey control.
 SD0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0675.See file dsdata.txt to determine how the superseded data were derived.
 SD0675
 SD0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1171589134(NAD 83)
 SD0675
 SD0675  HISTORY     - Date     Condition        Report By
 SD0675  HISTORY     - 1914     MONUMENTED       CGS
 SD0675
 SD0675                          STATION DESCRIPTION
 SD0675
 SD0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (HAS)
 SD0675'THIS IS THE PROMINENT MOUNTAIN LYING ON THE S BANK OF THE HOH RIVER,
 SD0675'ABOUT 20 MI. BACK FROM THE MOUTH OF THE RIVER.  THE MOUNTAIN IS THE
 SD0675'HIGHEST OF A GROUP LYING IN THIS SECTION.  IT IS ABOUT 3000 FT.
 SD0675'HIGH AND THE SUMMIT IS SHARP AND HEAVILY WOODED.  IT IS THE FIRST
 SD0675'HIGH MOUNTAIN BACK FROM THE COAST.  TO THE N THERE IS A RANGE OF
 SD0675'FLAT-TOPPED MOUNTAINS AND TO THE S THE COUNTRY IS TRAVERSED BY
 SD0675'IRREGULAR RANGES.  FROM SEAWARD IT WILL APPEAR AS A SHARP MOUNTAIN AS
 SD0675'THE RANGE UPON WHICH IT IS LOCATED RUNS E AND W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0898 ***********************************************************************
 SV0898  DESIGNATION -  BUMP
 SV0898  PID         -  SV0898
 SV0898  STATE/COUNTY-  WA/SPOKANE
 SV0898  USGS QUAD   -  LANCE HILLS (1980)
 SV0898
 SV0898                         *CURRENT SURVEY CONTROL
 SV0898  ___________________________________________________________________
 SV0898* NAD 83(1991)-  47 28 16.81683(N)    117 44 02.75675(W)     ADJUSTED  
 SV0898* NAVD 88     -       715.190  (meters)    2346.42   (feet)  ADJUSTED  
 SV0898  ___________________________________________________________________
 SV0898  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 SV0898  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 SV0898  DYNAMIC HT  -         715.204 (meters)    2346.47  (feet)  COMP
 SV0898  MODELED GRAV-     980,609.2   (mgal)                       NAVD 88
 SV0898
 SV0898  HORZ ORDER  -  THIRD
 SV0898  VERT ORDER  -  SECOND    CLASS 0
 SV0898
 SV0898.The horizontal coordinates were established by classical geodetic methods
 SV0898.and adjusted by the National Geodetic Survey in December 1991..
 SV0898
 SV0898.The orthometric height was determined by differential leveling
 SV0898.and adjusted by the National Geodetic Survey in June 1991..
 SV0898
 SV0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0898
 SV0898.The geoid height was determined by GEOID03.
 SV0898
 SV0898.The dynamic height is computed by dividing the NAVD 88
 SV0898.geopotential number by the normal gravity value computed on the
 SV0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0898.degrees latitude (g = 980.6199 gals.).
 SV0898
 SV0898.The modeled gravity was interpolated from observed gravity values.
 SV0898
 SV0898;                    North         East     Units Scale Factor Converg.
 SV0898;SPC WA N     -    57,108.394   733,572.548   MT  1.00000547   +2 18 26.8
 SV0898;SPC WA N     -   187,363.12  2,406,729.27   sFT  1.00000547   +2 18 26.8
 SV0898;UTM  11      - 5,257,805.519   444,682.524   MT  0.99963760   -0 32 27.6
 SV0898
 SV0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0898!SPC WA N     -   0.99989086  x   1.00000547  =   0.99989633
 SV0898!UTM  11      -   0.99989086  x   0.99963760  =   0.99952850
 SV0898
 SV0898|---------------------------------------------------------------------|
 SV0898| PID    Reference Object                     Distance      Geod. Az  |
 SV0898|                                                           dddmmss.s |
 SV0898| SV0897 BUMP RM 1                            33.528 METERS 06640     |
 SV0898| SV0903 TYLER                               APPROX. 4.4 KM 2304027.9 |
 SV0898| SV0899 BUMP RM 2                            27.100 METERS 29753     |
 SV0898|---------------------------------------------------------------------|
 SV0898
 SV0898                          SUPERSEDED SURVEY CONTROL
 SV0898
 SV0898  NAD 83(1986)-  47 28 16.82598(N)    117 44 02.75051(W) AD(       ) 3
 SV0898  NAD 27      -  47 28 17.24300(N)    117 43 58.98300(W) AD(       ) 3
 SV0898  NGVD 29 (??/??/92)  714.004  (m)         2342.53   (f) ADJ UNCH    2 0
 SV0898
 SV0898.Superseded values are not recommended for survey control.
 SV0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0898.See file dsdata.txt to determine how the superseded data were derived.
 SV0898
 SV0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN4468357806(NAD 83)
 SV0898_MARKER: DS = TRIANGULATION STATION DISK
 SV0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0898_STAMPING: BUMP 1957
 SV0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0898+STABILITY: SURFACE MOTION
 SV0898
 SV0898  HISTORY     - Date     Condition        Report By
 SV0898  HISTORY     - 1957     MONUMENTED       CGS
 SV0898  HISTORY     - 1957     GOOD             CGS
 SV0898  HISTORY     - 1965     GOOD             CGS
 SV0898  HISTORY     - 1965     GOOD             NGS
 SV0898  HISTORY     - 19920911 GOOD             USPSQD
 SV0898
 SV0898                          STATION DESCRIPTION
 SV0898
 SV0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SV0898'THE STATION IS ABOUT 7 MILES WEST SOUTHWEST OF CHENEY, 2-1/2
 SV0898'MILES NORTHEAST OF TYLER AND 1-1/2 MILE NORTHWEST OF U.S. HIGHWAY
 SV0898'10-395.  THE STATION IS ON THE PROPERTY OF MR. RUDOLF ROSENWEIG.
 SV0898'
 SV0898'TO REACH THE STATION FROM THE POST OFFICE IN CHENEY, GO SOUTHWEST
 SV0898'ON U.S. HIGHWAY 10-395 FOR 7.0 MILES TO A CURVE IN THE HIGHWAY
 SV0898'AND A T-ROAD.  TURN RIGHT, NORTH, ON THE GRAVELED ROAD FOR 1.0
 SV0898'MILE TO A CROSS ROAD.  TURN LEFT, WEST, AND GO ABOUT 60 YARDS TO A
 SV0898'WIRE GATE.  GO THROUGH THE GATE AND FOLLOW THIS CLOSED COUNTRY
 SV0898'ROAD WEST FOR 1.0 MILE TO A T-ROAD.  THERE IS AN OLD SIGN ROSTER
 SV0898'IN THE CENTER OF THE T-ROAD.  TURN RIGHT, NORTH AND GO 0.5 MILE
 SV0898'TO WHERE THE ROAD TURNS RIGHT, EAST.  GO EAST FOR 0.05 MILE TO
 SV0898'THE STATION ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 SV0898'
 SV0898'THE STATION MARK IS A STANDARD DISK, STAMPED BUMP 1957.  IT IS SET
 SV0898'IN A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.  THE
 SV0898'MARK IS 11 FEET NORTH OF AN EAST-WEST FENCE AND 19 FEET NORTH OF
 SV0898'THE CENTER OF A TRACK ROAD.
 SV0898'
 SV0898'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUMP NO 2 1957.  IT
 SV0898'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 2
 SV0898'FEET ABOVE THE GROUND.  THE MARK IS 7 FEET SOUTH OF AN EAST-WEST
 SV0898'FENCE AND 17 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 SV0898
 SV0898                          STATION RECOVERY (1957)
 SV0898
 SV0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 SV0898'2.5 MI NE FROM TYLER.
 SV0898'TO REACH THE STATION FROM THE POST OFFICE IN CHENEY, GO SOUTHWEST ON
 SV0898'U.S. HIGHWAY 10 AND 395 FOR 7.0 MILES TO A CURVE IN THE HIGHWAY AND A
 SV0898'T ROAD.  TURN RIGHT, NORTH, ON A GRAVELED ROAD AND GO FOR 1.0 MILE TO
 SV0898'A CROSSROAD.  TURN LEFT, WEST, AND GO ABOUT 60 YARDS TO A WIRE GATE.
 SV0898'GO THROUGH THE GATE AND FOLLOW THIS CLOSED COUNTY ROAD WEST FOR 1.0
 SV0898'MILE TO A T ROAD.  TURN RIGHT AND GO NORTH FOR 0.5 MILE TO WHERE THE
 SV0898'ROAD TURNS RIGHT, EAST.  GO EAST FOR 0.05 MILE TO THE STATION ON THE
 SV0898'RIGHT, SOUTH.  THE MARK IS 19 FEET SOUTH OF THE CENTER OF A TRACK
 SV0898'ROAD, 17.5 FEET NORTHEAST OF A WHITE WITNESS POST AND 11 FEET NORTH OF
 SV0898'AN EAST-WEST FENCE.  IT IS A STANDARD TRIANGULATION DISK, STAMPED BUMP
 SV0898'1957, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES
 SV0898'ABOVE THE GROUND.
 SV0898
 SV0898                          STATION RECOVERY (1965)
 SV0898
 SV0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV0898'THE STATION MARK, BOTH REFERENCE MARKS, WERE RECOVERED AS
 SV0898'DESCRIBED.
 SV0898'
 SV0898'THERE IS ANOTHER LOW HUMP ABOUT 50 YARDS WEST OF THE HUMP THE
 SV0898'STATION IS ON AND THERE IS SLIGHTLY HIGHER GROUND ABOUT 75 YARDS
 SV0898'SOUTHWEST OF THE STATION.
 SV0898
 SV0898                          STATION RECOVERY (1965)
 SV0898
 SV0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0898'RECOVERED IN GOOD CONDITION.
 SV0898
 SV0898                          STATION RECOVERY (1992)
 SV0898
 SV0898'RECOVERY NOTE BY US POWER SQUADRON 1992 (RBS)
 SV0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0897 ***********************************************************************
 SV0897  DESIGNATION -  BUMP RM 1
 SV0897  PID         -  SV0897
 SV0897  STATE/COUNTY-  WA/SPOKANE
 SV0897  USGS QUAD   -  LANCE HILLS (1980)
 SV0897
 SV0897                         *CURRENT SURVEY CONTROL
 SV0897  ___________________________________________________________________
 SV0897* NAD 83(1986)-  47 28 17.     (N)    117 44 02.     (W)     SCALED    
 SV0897* NAVD 88     -       714.208  (meters)    2343.20   (feet)  ADJUSTED  
 SV0897  ___________________________________________________________________
 SV0897  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 SV0897  DYNAMIC HT  -         714.222 (meters)    2343.24  (feet)  COMP
 SV0897  MODELED GRAV-     980,609.2   (mgal)                       NAVD 88
 SV0897
 SV0897  VERT ORDER  -  SECOND    CLASS 0
 SV0897
 SV0897.The horizontal coordinates were scaled from a topographic map and have
 SV0897.an estimated accuracy of +/- 6 seconds.
 SV0897
 SV0897.The orthometric height was determined by differential leveling
 SV0897.and adjusted by the National Geodetic Survey in June 1991..
 SV0897
 SV0897.The geoid height was determined by GEOID03.
 SV0897
 SV0897.The dynamic height is computed by dividing the NAVD 88
 SV0897.geopotential number by the normal gravity value computed on the
 SV0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0897.degrees latitude (g = 980.6199 gals.).
 SV0897
 SV0897.The modeled gravity was interpolated from observed gravity values.
 SV0897
 SV0897;                    North         East    Units  Estimated Accuracy
 SV0897;SPC WA N     -    57,120.      733,590.      MT  (+/- 180 meters Scaled)
 SV0897
 SV0897                          SUPERSEDED SURVEY CONTROL
 SV0897
 SV0897  NGVD 29 (??/??/92)  713.022  (m)         2339.31   (f) ADJ UNCH    2 0
 SV0897
 SV0897.Superseded values are not recommended for survey control.
 SV0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0897.See file dsdata.txt to determine how the superseded data were derived.
 SV0897
 SV0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN446578(NAD 83)
 SV0897_MARKER: DR = REFERENCE MARK DISK
 SV0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0897_STAMPING: BUMP NO 1 1957
 SV0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0897+STABILITY: SURFACE MOTION
 SV0897
 SV0897  HISTORY     - Date     Condition        Report By
 SV0897  HISTORY     - 1957     MONUMENTED       CGS
 SV0897  HISTORY     - 1965     GOOD             NGS
 SV0897  HISTORY     - 19920911 GOOD             USPSQD
 SV0897
 SV0897                          STATION DESCRIPTION
 SV0897
 SV0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SV0897'2.5 MI NE FROM TYLER.
 SV0897'TO REACH THE MARK FROM THE POST OFFICE IN CHENEY, DRIVE WEST ON U.S.
 SV0897'HIGHWAY 10 AND 395 FOR 7.0 MILES TO A CURVE IN THE HIGHWAY AND A SIDE
 SV0897'ROAD RIGHT.  TURN RIGHT AND DRIVE NORTHERLY ON THE BLADED ROAD FOR 1.0
 SV0897'MILE TO A CROSSROAD.  TURN LEFT WEST, AND GO ABOUT 60 YARDS TO A WIRE
 SV0897'GATE.  PASS THROUGH THE GATE AND CONTINUE WESTERLY ON THE OLD ROAD FOR
 SV0897'1.0 MILE TO A Y FORK.  KEEP THE RIGHT FORK AND DRIVE NORTH AND EAST
 SV0897'FOR 0.55 MILE TO THE MARK ON THE LEFT, NORTH, SIDE OF THE ROAD. THE
 SV0897'MARK IS 4 FEET SOUTH OF AN EAST-WEST FENCE AND 19 FEET NORTH OF THE
 SV0897'CENTER OF THE ROAD.  IT IS SET IN THE TOP OF A CONCRETE POST WHICH IS
 SV0897'12 INCHES SQUARE AND PROJECTS 12 INCHES ABOVE THE SURFACE OF THE
 SV0897'GROUND.
 SV0897
 SV0897                          STATION RECOVERY (1965)
 SV0897
 SV0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0897'RECOVERED IN GOOD CONDITION.
 SV0897
 SV0897                          STATION RECOVERY (1992)
 SV0897
 SV0897'RECOVERY NOTE BY US POWER SQUADRON 1992 (RBS)
 SV0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0899 ***********************************************************************
 SV0899  DESIGNATION -  BUMP RM 2
 SV0899  PID         -  SV0899
 SV0899  STATE/COUNTY-  WA/SPOKANE
 SV0899  USGS QUAD   -  LANCE HILLS (1980)
 SV0899
 SV0899                         *CURRENT SURVEY CONTROL
 SV0899  ___________________________________________________________________
 SV0899* NAD 83(1986)-  47 28 17.     (N)    117 44 02.     (W)     SCALED    
 SV0899* NAVD 88     -       714.487  (meters)    2344.11   (feet)  ADJUSTED  
 SV0899  ___________________________________________________________________
 SV0899  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 SV0899  DYNAMIC HT  -         714.501 (meters)    2344.16  (feet)  COMP
 SV0899  MODELED GRAV-     980,609.2   (mgal)                       NAVD 88
 SV0899
 SV0899  VERT ORDER  -  SECOND    CLASS 0
 SV0899
 SV0899.The horizontal coordinates were scaled from a topographic map and have
 SV0899.an estimated accuracy of +/- 6 seconds.
 SV0899
 SV0899.The orthometric height was determined by differential leveling
 SV0899.and adjusted by the National Geodetic Survey in June 1991..
 SV0899
 SV0899.The geoid height was determined by GEOID03.
 SV0899
 SV0899.The dynamic height is computed by dividing the NAVD 88
 SV0899.geopotential number by the normal gravity value computed on the
 SV0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0899.degrees latitude (g = 980.6199 gals.).
 SV0899
 SV0899.The modeled gravity was interpolated from observed gravity values.
 SV0899
 SV0899;                    North         East    Units  Estimated Accuracy
 SV0899;SPC WA N     -    57,120.      733,590.      MT  (+/- 180 meters Scaled)
 SV0899
 SV0899                          SUPERSEDED SURVEY CONTROL
 SV0899
 SV0899  NGVD 29 (??/??/92)  713.301  (m)         2340.22   (f) ADJ UNCH    2 0
 SV0899
 SV0899.Superseded values are not recommended for survey control.
 SV0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0899.See file dsdata.txt to determine how the superseded data were derived.
 SV0899
 SV0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN446578(NAD 83)
 SV0899_MARKER: DR = REFERENCE MARK DISK
 SV0899_SETTING: 66 = SET IN ROCK OUTCROP
 SV0899_SP_SET: BEDROCK
 SV0899_STAMPING: BUMP NO 2 1957
 SV0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0899+STABILITY: POSITION/ELEVATION WELL
 SV0899
 SV0899  HISTORY     - Date     Condition        Report By
 SV0899  HISTORY     - 1957     MONUMENTED       CGS
 SV0899  HISTORY     - 1965     GOOD             NGS
 SV0899  HISTORY     - 19920911 GOOD             USPSQD
 SV0899
 SV0899                          STATION DESCRIPTION
 SV0899
 SV0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SV0899'2.5 MI NE FROM TYLER.
 SV0899'TO REACH THE MARK FROM THE POST OFFICE IN CHENEY, DRIVE WEST ON U.S.
 SV0899'HIGHWAY 10 AND 395 FOR 7.0 MILES TO A CURVE IN THE HIGHWAY AND A SIDE
 SV0899'ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE NORTHERLY ON THE BLADED ROAD
 SV0899'FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT, WEST, AND GO ABOUT 60 YARDS
 SV0899'TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE WESTERLY ON THE
 SV0899'OLD ROAD FOR 1.0 MILE TO A Y FORK.  KEEP THE RIGHT FORK AND DRIVE
 SV0899'NORTH AND EAST FOR 0.55 MILE TO THE MARK ON THE LEFT, NORTH, SIDE OF
 SV0899'THE ROAD.  THE MARK IS 7 FEET SOUTH OF AN EAST-WEST FENCE AND 17 FEET
 SV0899'NORTH OF THE CENTER OF THE ROAD.  IT IS CEMENTED IN A DRILL HOLE IN
 SV0899'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 FEET ABOVE THE SURFACE OF
 SV0899'THE GROUND.
 SV0899
 SV0899                          STATION RECOVERY (1965)
 SV0899
 SV0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0899'RECOVERED IN GOOD CONDITION.
 SV0899
 SV0899                          STATION RECOVERY (1992)
 SV0899
 SV0899'RECOVERY NOTE BY US POWER SQUADRON 1992 (RBS)
 SV0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1193 ***********************************************************************
 SB1193  CBN         -  This is a Cooperative Base Network Control Station.
 SB1193  DESIGNATION -  BUMPING
 SB1193  PID         -  SB1193
 SB1193  STATE/COUNTY-  WA/YAKIMA
 SB1193  USGS QUAD   -  BUMPING LAKE (1988)
 SB1193
 SB1193                         *CURRENT SURVEY CONTROL
 SB1193  ___________________________________________________________________
 SB1193* NAD 83(1998)-  46 51 44.66202(N)    121 18 14.49221(W)     ADJUSTED  
 SB1193* NAVD 88     -      1044.8    (meters)    3428.     (feet)  VERTCON   
 SB1193  ___________________________________________________________________
 SB1193  X           -  -2,270,334.026 (meters)                     COMP
 SB1193  Y           -  -3,733,452.544 (meters)                     COMP
 SB1193  Z           -   4,632,067.777 (meters)                     COMP
 SB1193  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 SB1193  ELLIP HEIGHT-        1025.64  (meters)          (07/03/01) GPS OBS
 SB1193  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 SB1193
 SB1193  HORZ ORDER  -  B
 SB1193  ELLP ORDER  -  FIFTH     CLASS I
 SB1193
 SB1193.The horizontal coordinates were established by GPS observations
 SB1193.and adjusted by the National Geodetic Survey in July 2001..
 SB1193.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB1193.DATUM ITEM on the data sheet items page.
 SB1193
 SB1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1193
 SB1193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB1193
 SB1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1193
 SB1193.The ellipsoidal height was determined by GPS observations
 SB1193.and is referenced to NAD 83.
 SB1193
 SB1193.The geoid height was determined by GEOID03.
 SB1193
 SB1193;                    North         East     Units Scale Factor Converg.
 SB1193;SPC WA S     -   170,270.393   438,697.800   MT  0.99992629   -0 35 02.5
 SB1193;SPC WA S     -   558,628.78  1,439,294.37   sFT  0.99992629   -0 35 02.5
 SB1193;UTM  10      - 5,191,270.251   629,266.863   MT  0.99980538   +1 14 15.9
 SB1193
 SB1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1193!SPC WA S     -   0.99983925  x   0.99992629  =   0.99976556
 SB1193!UTM  10      -   0.99983925  x   0.99980538  =   0.99964467
 SB1193
 SB1193                          SUPERSEDED SURVEY CONTROL
 SB1193
 SB1193  NAD 83(1991)-  46 51 44.66035(N)    121 18 14.49340(W) AD(       ) B
 SB1193  ELLIP H (05/29/91) 1025.75   (m)                       GP(       ) 4 1
 SB1193  NGVD 29 (05/29/91) 1043.6    (m)         3424.     (f) GPS OBS        
 SB1193
 SB1193.Superseded values are not recommended for survey control.
 SB1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1193.See file dsdata.txt to determine how the superseded data were derived.
 SB1193
 SB1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS2926791270(NAD 83)
 SB1193_MARKER: DH = HORIZONTAL CONTROL DISK
 SB1193_SETTING: 80 = SET IN A BOULDER
 SB1193_SP_SET: IN DRILL HOLE IN A BOULDER
 SB1193_STAMPING: BUMPING 1990
 SB1193_MARK LOGO: NGS   
 SB1193_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1193+STABILITY: SURFACE MOTION
 SB1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1193+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1991
 SB1193
 SB1193  HISTORY     - Date     Condition        Report By
 SB1193  HISTORY     - 1990     MONUMENTED       NGS
 SB1193  HISTORY     - 19910901 GOOD             WA-077
 SB1193
 SB1193                          STATION DESCRIPTION
 SB1193
 SB1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SB1193'THE STATION IS LOCATED ABOUT 51.5 KM (32.0 MI) SOUTHEAST OF MUD
 SB1193'MOUNTAIN DAM, 48.3 KM (30.0 MI) NORTHWEST OF NACHES, 27.4 KM
 SB1193'(17.0 MI) NORTH OF RIMROCK AND AT THE US BUREAU OF RECLAMATION DAM AT
 SB1193'BUMPING LAKE.
 SB1193'TO REACH FROM THE US FOREST SERVICE RANGER STATION AT NACHES, GO
 SB1193'NORTHWEST ON US HIGHWAY 12 FOR 7.24 KM (4.50 MI) TO THE JUNCTION OF
 SB1193'STATE ROUTE 410.  BEAR RIGHT AND GO NORTHWEST ON STATE ROUTE 410 FOR
 SB1193'43.61 KM (27.10 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 SB1193'THE BUMPING LAKE ROAD FOR 19.15 KM (11.90 MI) TO THE END OF THE
 SB1193'SURFACED ROAD AND A CROSS ROAD.  CONTINUE AHEAD SOUTH ON THE GRAVELED
 SB1193'ROAD FOR 0.32 KM (0.20 MI) TO A SIDE ROAD RIGHT AND SIGN, BUMPING
 SB1193'LAKE BOAT LANDING.  TURN RIGHT AND GO WEST FOR 0.80 KM (0.50 MI) TO
 SB1193'THE BOAT LAUNCHIN RAMP AND THE STATION ON THE LEFT.
 SB1193'THE MARK IS ST IN A DRILL HOLE IN A 3X6 FOOT BOULDER THAT IS THE
 SB1193'LARGEST ROCK ON THE BEACH.  IT IS 38.1 M (125.0 FT) SOUTH OF THE
 SB1193'SOUTHEAST CORNER OF THE BOAT LAUNCHING RAMP AND 1.2 M (3.9 FT) SOUTH
 SB1193'OF A WITNESS POST.
 SB1193
 SB1193                          STATION RECOVERY (1991)
 SB1193
 SB1193'RECOVERY NOTE BY YAKIMA COUNTY WASHINGTON 1991
 SB1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0255 ***********************************************************************
 SB0255  DESIGNATION -  BUN
 SB0255  PID         -  SB0255
 SB0255  STATE/COUNTY-  WA/KITTITAS
 SB0255  USGS QUAD   -  GINKGO (1978)
 SB0255
 SB0255                         *CURRENT SURVEY CONTROL
 SB0255  ___________________________________________________________________
 SB0255* NAD 83(1991)-  46 56 49.99799(N)    120 05 08.06403(W)     ADJUSTED  
 SB0255* NAVD 88     -       519.916  (meters)    1705.76   (feet)  ADJUSTED  
 SB0255  ___________________________________________________________________
 SB0255  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 SB0255  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 SB0255  DYNAMIC HT  -         519.926 (meters)    1705.79  (feet)  COMP
 SB0255  MODELED GRAV-     980,616.4   (mgal)                       NAVD 88
 SB0255
 SB0255  HORZ ORDER  -  SECOND
 SB0255  VERT ORDER  -  SECOND    CLASS 0
 SB0255
 SB0255.The horizontal coordinates were established by classical geodetic methods
 SB0255.and adjusted by the National Geodetic Survey in December 1991..
 SB0255
 SB0255.The orthometric height was determined by differential leveling
 SB0255.and adjusted by the National Geodetic Survey in June 1991..
 SB0255
 SB0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0255
 SB0255.The geoid height was determined by GEOID03.
 SB0255
 SB0255.The dynamic height is computed by dividing the NAVD 88
 SB0255.geopotential number by the normal gravity value computed on the
 SB0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0255.degrees latitude (g = 980.6199 gals.).
 SB0255
 SB0255.The modeled gravity was interpolated from observed gravity values.
 SB0255
 SB0255;                    North         East     Units Scale Factor Converg.
 SB0255;SPC WA S     -   179,469.030   531,548.448   MT  0.99993455   +0 18 03.7
 SB0255;SPC WA S     -   588,807.98  1,743,921.87   sFT  0.99993455   +0 18 03.7
 SB0255;UTM  10      - 5,203,422.554   721,782.664   MT  1.00020459   +2 07 49.8
 SB0255
 SB0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0255!SPC WA S     -   0.99992173  x   0.99993455  =   0.99985629
 SB0255!UTM  10      -   0.99992173  x   1.00020459  =   1.00012631
 SB0255
 SB0255|---------------------------------------------------------------------|
 SB0255| PID    Reference Object                     Distance      Geod. Az  |
 SB0255|                                                           dddmmss.s |
 SB0255| SB0253 BUN RM 1                              9.550 METERS 15444     |
 SB0255| SB0254 BUN RM 2                              8.227 METERS 25129     |
 SB0255|---------------------------------------------------------------------|
 SB0255
 SB0255                          SUPERSEDED SURVEY CONTROL
 SB0255
 SB0255  NAD 83(1986)-  46 56 50.00532(N)    120 05 08.05137(W) AD(       ) 2
 SB0255  NAD 27      -  46 56 50.53690(N)    120 05 03.85530(W) AD(       ) 2
 SB0255  NGVD 29 (??/??/92)  518.801  (m)         1702.10   (f) ADJ UNCH    2 0
 SB0255
 SB0255.Superseded values are not recommended for survey control.
 SB0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0255.See file dsdata.txt to determine how the superseded data were derived.
 SB0255
 SB0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT2178303423(NAD 83)
 SB0255_MARKER: DS = TRIANGULATION STATION DISK
 SB0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0255_STAMPING: BUN 1957
 SB0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0255+STABILITY: SURFACE MOTION
 SB0255
 SB0255  HISTORY     - Date     Condition        Report By
 SB0255  HISTORY     - 1957     MONUMENTED       CGS
 SB0255  HISTORY     - 1957     GOOD             CGS
 SB0255
 SB0255                          STATION DESCRIPTION
 SB0255
 SB0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SB0255'THE STATION IS LOCATED ON AN EAST-WEST RIDGE, ABOUT 20 MILES
 SB0255'EAST-SOUTHEAST OF ELLENSBURG, 4 MILES WEST OF VANTAGE AND 0.2 MILE
 SB0255'SOUTH OF U.S. HIGHWAY 10.  IT IS ON THE NORTH SLOPE OF THE RIDGE,
 SB0255'BENEATH AN EAST-WEST TELEPHONE AND POWER LINE.
 SB0255'
 SB0255'TO REACH THE STATION FROM THE POST OFFICE IN VANTAGE, DRIVE WEST ON
 SB0255'U.S. HIGHWAY 10 FOR 5.2 MILES TO A STATE HIGHWAY GRAVEL BUNKER AND
 SB0255'SIDE ROAD ON THE LEFT.  TURN LEFT AND DRIVE UP HILL ON THE OLD PAVED
 SB0255'ROAD FOR 0.3 MILE TO A SHARP RIGHT TURN IN THE ROAD, A BLADED SIDE
 SB0255'ROAD ON THE LEFT AND THE STATION.
 SB0255'
 SB0255'THE STATION MARK, STAMPED BUN 1957, IS A STANDARD DISK SET IN THE
 SB0255'TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AND PROJECTS 4
 SB0255'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 19 FEET SOUTH OF THE
 SB0255'CENTER OF THE BLADED ROAD, 6 FEET WEST OF A TELEPHONE POLE AND 6 FEET
 SB0255'NORTH OF A WHITE WITNESS POST.
 SB0255'
 SB0255'REFERENCE MARK 1, STAMPED BUN NO 1 1957, IS A STANDARD DISK SET IN
 SB0255'THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AND
 SB0255'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 28 FEET
 SB0255'SOUTHEAST OF THE WHITE WITNESS POST, 26 FEET SOUTH OF THE TELEPHONE
 SB0255'POLE AND 22 FEET NORTH OF AN EAST-WEST FENCE.
 SB0255'
 SB0255'REFERENCE MARK 2, STAMPED BUN NO 2 1957, IS A STANDARD DISK SET IN
 SB0255'THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AND
 SB0255'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 47 FEET
 SB0255'SOUTH OF THE OLD PAVED ROAD, 31 FEET NORTH OF THE EAST-WEST FENCE
 SB0255'AND 22 FEET SOUTHWEST OF THE WHITE WITNESS POST.
 SB0255
 SB0255                          STATION RECOVERY (1957)
 SB0255
 SB0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 SB0255'4 MI W FROM VANTAGE.
 SB0255'5.5 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN VANTAGE,
 SB0255'ON THE NORTH SLOPE OF A RIDGE, BENEATH AN EAST-WEST TELEPHONE AND
 SB0255'POWER LINE, 19 FEET SOUTH OF THE CENTER OF A BLADED ROAD, 6 FEET WEST
 SB0255'OF A TELEPHONE POLE, 6 FEET NORTH OF A WHITE WITNESS POST AND SET IN
 SB0255'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 SB0255'ABOVE THE GROUND.  NOTE-- TO REACH THE STATION FROM THE POST OFFICE IN
 SB0255'VANTAGE, DRIVE WEST ON U.S. HIGHWAY 10 FOR 5.2 MILES TO A STATE
 SB0255'HIGHWAY GRAVEL BUNKER AND SIDE ROAD ON THE LEFT.  TURN LEFT AND DRIVE
 SB0255'UP HILL ON THE OLD PAVED ROAD FOR 0.3 MILE TO A SHARP RIGHT TURN IN
 SB0255'THE ROAD, A BLADED SIDE ROAD ON THE LEFT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0253 ***********************************************************************
 SB0253  DESIGNATION -  BUN RM 1
 SB0253  PID         -  SB0253
 SB0253  STATE/COUNTY-  WA/KITTITAS
 SB0253  USGS QUAD   -  GINKGO (1978)
 SB0253
 SB0253                         *CURRENT SURVEY CONTROL
 SB0253  ___________________________________________________________________
 SB0253* NAD 83(1986)-  46 56 50.     (N)    120 05 08.     (W)     SCALED    
 SB0253* NAVD 88     -       520.316  (meters)    1707.07   (feet)  ADJUSTED  
 SB0253  ___________________________________________________________________
 SB0253  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 SB0253  DYNAMIC HT  -         520.327 (meters)    1707.11  (feet)  COMP
 SB0253  MODELED GRAV-     980,618.0   (mgal)                       NAVD 88
 SB0253
 SB0253  VERT ORDER  -  SECOND    CLASS 0
 SB0253
 SB0253.The horizontal coordinates were scaled from a topographic map and have
 SB0253.an estimated accuracy of +/- 6 seconds.
 SB0253
 SB0253.The orthometric height was determined by differential leveling
 SB0253.and adjusted by the National Geodetic Survey in June 1991..
 SB0253
 SB0253.The geoid height was determined by GEOID03.
 SB0253
 SB0253.The dynamic height is computed by dividing the NAVD 88
 SB0253.geopotential number by the normal gravity value computed on the
 SB0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0253.degrees latitude (g = 980.6199 gals.).
 SB0253
 SB0253.The modeled gravity was interpolated from observed gravity values.
 SB0253
 SB0253;                    North         East    Units  Estimated Accuracy
 SB0253;SPC WA S     -   179,470.      531,550.      MT  (+/- 180 meters Scaled)
 SB0253
 SB0253                          SUPERSEDED SURVEY CONTROL
 SB0253
 SB0253  NGVD 29 (??/??/92)  519.202  (m)         1703.42   (f) ADJ UNCH    2 0
 SB0253
 SB0253.Superseded values are not recommended for survey control.
 SB0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0253.See file dsdata.txt to determine how the superseded data were derived.
 SB0253
 SB0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT217034(NAD 83)
 SB0253_MARKER: DR = REFERENCE MARK DISK
 SB0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0253_STAMPING: BUN NO 1 1957
 SB0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0253+STABILITY: SURFACE MOTION
 SB0253
 SB0253  HISTORY     - Date     Condition        Report By
 SB0253  HISTORY     - 1957     MONUMENTED       CGS
 SB0253
 SB0253                          STATION DESCRIPTION
 SB0253
 SB0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SB0253'5.5 MI W FROM VANTAGE.
 SB0253'5.5 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN VANTAGE,
 SB0253'ON THE NORTH SLOPE OF A RIDGE, BENEATH AN EAST-WEST TELEPHONE AND
 SB0253'POWER LINE, 28 FEET SOUTHEAST OF A WHITE WITNESS POST, 26 FEET SOUTH
 SB0253'OF THE TELEPHONE POLE, 22 FEET NORTH OF AN EAST-WEST FENCE, 31.3 FEET
 SB0253'SOUTHEAST OF TRIANGULATION STATION BUN 1957 AND SET IN THE TOP OF A 12
 SB0253'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 SB0253'NOTE-- TO REACH THE STATION FROM THE POST OFFICE IN VANTAGE, DRIVE
 SB0253'WEST ON U.S. HIGHWAY 10 FOR 5.2 MILES TO A STATE HIGHWAY GRAVEL BUNKER
 SB0253'AND SIDE ROAD ON THE LEFT.  TURN LEFT AND DRIVE UP HILL ON THE OLD
 SB0253'PAVED ROAD FOR 0.3 MILE TO A SHARP RIGHT TURN IN THE ROAD, A BLADED
 SB0253'SIDE ROAD ON THE LEFT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0254 ***********************************************************************
 SB0254  DESIGNATION -  BUN RM 2
 SB0254  PID         -  SB0254
 SB0254  STATE/COUNTY-  WA/KITTITAS
 SB0254  USGS QUAD   -  GINKGO (1978)
 SB0254
 SB0254                         *CURRENT SURVEY CONTROL
 SB0254  ___________________________________________________________________
 SB0254* NAD 83(1986)-  46 56 50.     (N)    120 05 09.     (W)     SCALED    
 SB0254* NAVD 88     -       521.046  (meters)    1709.47   (feet)  ADJUSTED  
 SB0254  ___________________________________________________________________
 SB0254  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 SB0254  DYNAMIC HT  -         521.056 (meters)    1709.50  (feet)  COMP
 SB0254  MODELED GRAV-     980,617.6   (mgal)                       NAVD 88
 SB0254
 SB0254  VERT ORDER  -  SECOND    CLASS 0
 SB0254
 SB0254.The horizontal coordinates were scaled from a topographic map and have
 SB0254.an estimated accuracy of +/- 6 seconds.
 SB0254
 SB0254.The orthometric height was determined by differential leveling
 SB0254.and adjusted by the National Geodetic Survey in June 1991..
 SB0254
 SB0254.The geoid height was determined by GEOID03.
 SB0254
 SB0254.The dynamic height is computed by dividing the NAVD 88
 SB0254.geopotential number by the normal gravity value computed on the
 SB0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0254.degrees latitude (g = 980.6199 gals.).
 SB0254
 SB0254.The modeled gravity was interpolated from observed gravity values.
 SB0254
 SB0254;                    North         East    Units  Estimated Accuracy
 SB0254;SPC WA S     -   179,470.      531,530.      MT  (+/- 180 meters Scaled)
 SB0254
 SB0254                          SUPERSEDED SURVEY CONTROL
 SB0254
 SB0254  NGVD 29 (??/??/92)  519.931  (m)         1705.81   (f) ADJ UNCH    2 0
 SB0254
 SB0254.Superseded values are not recommended for survey control.
 SB0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0254.See file dsdata.txt to determine how the superseded data were derived.
 SB0254
 SB0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT217034(NAD 83)
 SB0254_MARKER: DR = REFERENCE MARK DISK
 SB0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0254_STAMPING: BUN NO 2 1957
 SB0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0254+STABILITY: SURFACE MOTION
 SB0254
 SB0254  HISTORY     - Date     Condition        Report By
 SB0254  HISTORY     - 1957     MONUMENTED       CGS
 SB0254
 SB0254                          STATION DESCRIPTION
 SB0254
 SB0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SB0254'5.5 MI W FROM VANTAGE.
 SB0254'5.5 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN VANTAGE,
 SB0254'ON THE NORTH SLOPE OF A RIDGE, BENEATH AN EAST-WEST TELEPHONE AND
 SB0254'POWER LINE, 47 FEET SOUTH OF THE OLD PAVED ROAD, 31 FEET NORTH OF THE
 SB0254'EAST-WEST FENCE, 22 FEET SOUTHWEST OF THE WHITE WITNESS POST, 27 FEET
 SB0254'SOUTHWEST OF TRIANGULATION STATION BUN 1957 AND SET IN THE TOP OF A 12
 SB0254'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 SB0254'NOTE-- TO REACH THE BENCH MARK FROM THE POST OFFICE IN VANTAGE, DRIVE
 SB0254'WEST ON U.S. HIGHWAY 10 FOR 5.2 MILES TO A STATE HIGHWAY GRAVEL BUNKER
 SB0254'AND SIDE ROAD ON THE LEFT.  TURN LEFT AND DRIVE UP HILL ON THE OLD
 SB0254'PAVED ROAD FOR 0.3 MILE TO A SHARP RIGHT TURN IN THE ROAD, A BLADED
 SB0254'SIDE ROAD ON THE LEFT AND THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1319 ***********************************************************************
 SW1319  DESIGNATION -  BUNGALOW RESET
 SW1319  PID         -  SW1319
 SW1319  STATE/COUNTY-  WA/LINCOLN
 SW1319  USGS QUAD   -  IRBY (1968)
 SW1319
 SW1319                         *CURRENT SURVEY CONTROL
 SW1319  ___________________________________________________________________
 SW1319* NAD 83(1991)-  47 16 32.46389(N)    118 50 11.30594(W)     ADJUSTED  
 SW1319* NAVD 88     -       557.7    (meters)    1830.     (feet)  VERTCON   
 SW1319  ___________________________________________________________________
 SW1319  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 SW1319  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 SW1319
 SW1319  HORZ ORDER  -  FIRST
 SW1319
 SW1319.The horizontal coordinates were established by classical geodetic methods
 SW1319.and adjusted by the National Geodetic Survey in December 1991..
 SW1319
 SW1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1319
 SW1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1319
 SW1319.The geoid height was determined by GEOID03.
 SW1319
 SW1319;                    North         East     Units Scale Factor Converg.
 SW1319;SPC WA N     -    32,611.731   651,080.690   MT  1.00004939   +1 29 12.1
 SW1319;SPC WA N     -   106,993.65  2,136,087.23   sFT  1.00004939   +1 29 12.1
 SW1319;SPC WA S     -   217,228.051   625,857.955   MT  0.99998732   +1 12 30.2
 SW1319;SPC WA S     -   712,689.03  2,053,335.64   sFT  0.99998732   +1 12 30.2
 SW1319;UTM  11      - 5,237,436.213   361,102.655   MT  0.99983710   -1 20 57.6
 SW1319
 SW1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1319!SPC WA N     -   0.99991575  x   1.00004939  =   0.99996513
 SW1319!SPC WA S     -   0.99991575  x   0.99998732  =   0.99990307
 SW1319!UTM  11      -   0.99991575  x   0.99983710  =   0.99975286
 SW1319
 SW1319|---------------------------------------------------------------------|
 SW1319| PID    Reference Object                     Distance      Geod. Az  |
 SW1319|                                                           dddmmss.s |
 SW1319| CF1172 BUNGALOW RM 3                         4.548 METERS 08533     |
 SW1319| CF1169 BUNGALOW AZ MK                                     0903651.2 |
 SW1319| CF1170 BUNGALOW RM                          21.053 METERS 13907     |
 SW1319| SW1318 FINKS WINDMILL                      122.601 METERS 18014     |
 SW1319| CF1171 BUNGALOW RM 2                        22.198 METERS 22308     |
 SW1319| CF1445 FINK AZ MK RESET                                   2645142.4 |
 SW1319| SW1325 H J WACKERS FARM RED BARN CUP       APPROX. 6.0 KM 2695720.8 |
 SW1319| SW1324 G ILTZ JRS FARM BARN CUPOLA         APPROX. 6.8 KM 3011743.5 |
 SW1319|---------------------------------------------------------------------|
 SW1319
 SW1319                          SUPERSEDED SURVEY CONTROL
 SW1319
 SW1319  NAD 83(1986)-  47 16 32.47472(N)    118 50 11.29659(W) AD(       ) 1
 SW1319  NAD 27      -  47 16 32.95000(N)    118 50 07.28900(W) AD(       ) 1
 SW1319  NGVD 29 (07/19/86)  556.6    (m)         1826.     (f) VERT ANG       
 SW1319
 SW1319.Superseded values are not recommended for survey control.
 SW1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1319.See file dsdata.txt to determine how the superseded data were derived.
 SW1319
 SW1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN6110337436(NAD 83)
 SW1319_MARKER: DS = TRIANGULATION STATION DISK
 SW1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1319
 SW1319  HISTORY     - Date     Condition        Report By
 SW1319  HISTORY     - 1961     MONUMENTED       CGS
 SW1319  HISTORY     - 1965     GOOD             CGS
 SW1319
 SW1319                          STATION DESCRIPTION
 SW1319
 SW1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SW1319'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 SW1319'CONDITION.  THE STATION MARK WAS LOWERED TO 1 FOOT BELOW THE
 SW1319'SURFACE OF THE GROUND.  A REFERENCE MARK NO. 3 WAS ALSO SET 1 FOOT
 SW1319'BELOW THE SURFACE OF THE GROUND.  A DIFFERENCE WAS FOUND IN THE
 SW1319'DISTANCE TO RM 1 AND IS SHOWN IN THE BOX SCORE.
 SW1319'
 SW1319'A NEW DESCRIPTION FOLLOWS.
 SW1319'
 SW1319'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHWEST OF ODESSA, 3.5
 SW1319'MILES NORTH-NORTHWEST OF THE BATUM RAILWAY STATION AND JUST ACROSS
 SW1319'THE ROAD FROM THE FINK FARM HOME.
 SW1319'
 SW1319'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE VILLAGE OF
 SW1319'WHEELER WHICH IS ABOUT 5 MILES EAST OF MOSES LAKE, GO EAST ON
 SW1319'WHEELER ROAD FOR 8.0 MILES TO A CROSSROADS AND STOP SIGN, TURN LEFT
 SW1319'ON PAVED ROAD AND GO NORTH FOR 2.6 MILES TO RUFF, CONTINUE NORTH
 SW1319'3.3 MILES TO TRIANGULATION STATION RUFF, CONTINUE NORTH FOR 2.9
 SW1319'MILES TO A CROSSROAD, TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR
 SW1319'4.0 MILES TO A CROSSROADS, TURN LEFT AND GO NORTH FOR 1.0 MILE TO A
 SW1319'RED BARN ON THE RIGHT AND A SIDE ROAD RIGHT, TURN RIGHT AND GO
 SW1319'EAST ON A GRAVELED ROAD FOR 0.8 MILE TO THE FARM HOME OF MR. FINK ON
 SW1319'THE RIGHT AND THE STATION ON THE LEFT, CONTINUE EAST FOR 1.0 MILE TO
 SW1319'THE AZIMUTH MARK ON THE RIGHT.
 SW1319'
 SW1319'THE STATION MARK, STAMPED BUNGALOW 1925, IS A STANDARD DISK SET IN
 SW1319'THE TOP OF A 14 INCH SQUARE CONCRETE POST WHICH IS SET 12 INCHES
 SW1319'BELOW THE SURFACE OF THE GROUND, 23 FEET NORTH OF THE CENTER OF THE
 SW1319'ROAD, 20 FEET WEST-SOUTHWEST OF A TELEPHONE POLE AND 2.2 FEET NORTH
 SW1319'OF THE WITNESS POST.
 SW1319'
 SW1319'REFERENCE MARK NO.1, STAMPED BUNGALOW 1925, IS A STANDARD DISK SET IN
 SW1319'THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 SW1319'THE SURFACE OF THE GROUND, 67.5 FEET SOUTHEAST OF THE WITNESS POST,
 SW1319'30 FEET SOUTH OF THE CENTER OF THE ROAD, 15 FEET EAST OF THE CENTER
 SW1319'OF THE DRIVEWAY TO THE FARM HOME, 2 FEET NORTHWEST OF A FENCE
 SW1319'CORNER POST.
 SW1319'
 SW1319'REFERENCE MARK NO.2, STAMPED BUNGALOW NO 2 1925, IS A STANDARD DISK
 SW1319'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 SW1319'WITH THE SURFACE OF THE GROUND, 82 FEET SOUTHWEST OF THE WITNESS
 SW1319'POST, 33 FEET SOUTH OF THE CENTER OF THE ROAD, 5 FEET EAST OF A
 SW1319'TELEPHONE POLE.
 SW1319'
 SW1319'REFERENCE MARK NO.3, STAMPED BUNGALOW NO 3 1925, IS A STANDARD DISK
 SW1319'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET 12
 SW1319'INCHES BELOW THE SURFACE OF THE GROUND, 23 FEET NORTH OF THE
 SW1319'CENTER OF THE GRAVELED ROAD, 15.6 FEET EAST OF THE WITNESS POST
 SW1319'AND 8 FEET SOUTHWEST OF A TELEPHONE POLE.
 SW1319'
 SW1319'THE AZIMUTH MARK, STAMPED BUNGALOW 1925, IS A STANDARD DISK SET IN
 SW1319'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES,
 SW1319'30 FEET SOUTH OF THE CENTER OF THE ROAD, 2.7 FEET WEST OF A TELEPHONE
 SW1319'POLE, 1 FOOT SOUTH OF THE WITNESS POST.
 SW1319
 SW1319                          STATION RECOVERY (1965)
 SW1319
 SW1319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1319'THE STATION MARK, BOTH THE REFERENCE MARKS AND THE AZIMUTH MARK
 SW1319'WERE RECOVERED.  THE STATION IS ALONG THE SOUTH SIDE OF SECTION
 SW1319'30, T 21 N, R 32 E.
 SW1319'
 SW1319'THE STATION MARK IS 0.5 FOOT BELOW GROUND, 54.5 FEET
 SW1319'NORTH-NORTHWEST OF A 3-FOOT HIGH IRON PIPE ON THE WEST SIDE OF THE
 SW1319'DRIVEWAY INTO A FARMYARD, 31 FEET WEST OF THE PROJECTED CENTERLINE
 SW1319'OF THE DRIVEWAY, 22 FEET NORTH OF THE CENTER OF THE ROAD, 19.5 FEET
 SW1319'SOUTHWEST OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS
 SW1319'POST.
 SW1319'
 SW1319'REFERENCE MARK NO. 1 IS ON THE EAST EDGE OF THE DRIVEWAY, 32 FEET
 SW1319'EAST OF THE 3-FOOT HIGH PIPE, 30 FEET SOUTH OF THE CENTER OF THE
 SW1319'GRAVEL ROAD AND 13 FEET EAST OF THE CENTER OF THE DRIVEWAY.  THE
 SW1319'MARK IS FLUSH WITH THE GROUND AND COVERED WITH DIRT.
 SW1319'
 SW1319'REFERENCE MARK NO. 2 IS 95.0 FEET WEST OF REFERENCE MARK NO. 1, 83
 SW1319'FEET WEST OF THE CENTER OF THE DRIVEWAY, 63 FEET WEST OF THE
 SW1319'3-FOOT HIGH PIPE AND 31 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD.
 SW1319'MARK PROJECTS 2 INCHES.
 SW1319'
 SW1319'THE AZIMUTH MARK IS ON THE SUMMIT OF A RISE, 119 FEET SOUTHWEST OF
 SW1319'A POWER POLE, 29 FEET SOUTH OF THE CENTER OF THE ROAD, AND 1 FOOT
 SW1319'SOUTH OF A METAL WITNESS POST.  THE TELEPHONE POLE 3 FEET EAST OF THE
 SW1319'MARK IS GONE.  THIS MARK LOST ITS PROTECTION WHEN THIS POLE WAS
 SW1319'REMOVED, SO A DIRECTION WAS ESTABLISHED TO THE FINK AZIMUTH MARK,
 SW1319'SINCE THIS MARK IS BUT 0.7 MILE WEST OF BUNGALOW.
 SW1319'
 SW1319'FINK AZIMUTH MARK, STAMPED FINK AZI RESET 1965, IS A REFERENCE MARK
 SW1319'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SW1319'0.7 MILE WEST OF THE STATION, 302 FEET SOUTH OF THE CENTER OF THE
 SW1319'EAST-WEST ROAD, 34 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD
 SW1319'AND 1 FOOT NORTH OF POWER POLE NO. F 227 S 1.
 SW1319'
 SW1319'TO REACH THE STATION FROM THE POST OFFICE IN ODESSA, GO WEST ON
 SW1319'STATE HIGHWAY 28 FOR 5.55 MILES, TURN LEFT AND GO SOUTH ON BLACKTOP
 SW1319'ROAD FOR 2.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST
 SW1319'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST 1.0 MILE TO
 SW1319'A DRIVEWAY INTO A FARMYARD ON THE LEFT AND THE STATION ON THE
 SW1319'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2479 ***********************************************************************
 RC2479  DESIGNATION -  BUNKER HILL
 RC2479  PID         -  RC2479
 RC2479  STATE/COUNTY-  WA/SKAMANIA
 RC2479  USGS QUAD   -  STABLER (1983)
 RC2479
 RC2479                         *CURRENT SURVEY CONTROL
 RC2479  ___________________________________________________________________
 RC2479* NAD 83(1991)-  45 48 58.14017(N)    121 55 50.25179(W)     ADJUSTED  
 RC2479* NAVD 88     -       721.3    (meters)    2366.     (feet)  VERTCON   
 RC2479  ___________________________________________________________________
 RC2479  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 RC2479  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RC2479
 RC2479  HORZ ORDER  -  SECOND
 RC2479
 RC2479.The horizontal coordinates were established by classical geodetic methods
 RC2479.and adjusted by the National Geodetic Survey in December 1991..
 RC2479
 RC2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2479
 RC2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2479
 RC2479.The geoid height was determined by GEOID03.
 RC2479
 RC2479;                    North         East     Units Scale Factor Converg.
 RC2479;SPC WA S     -    54,673.846   388,818.221   MT  1.00000394   -1 02 21.1
 RC2479;SPC WA S     -   179,375.78  1,275,647.78   sFT  1.00000394   -1 02 21.1
 RC2479;UTM  10      - 5,074,176.827   583,077.832   MT  0.99968485   +0 46 00.8
 RC2479
 RC2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2479!SPC WA S     -   0.99989026  x   1.00000394  =   0.99989419
 RC2479!UTM  10      -   0.99989026  x   0.99968485  =   0.99957514
 RC2479
 RC2479|---------------------------------------------------------------------|
 RC2479| PID    Reference Object                     Distance      Geod. Az  |
 RC2479|                                                           dddmmss.s |
 RC2479| CF4172 BUNKER HILL RM 1                      3.168 METERS 11514     |
 RC2479| RC2328 PUPPY                               APPROX.21.3 KM 1222234.9 |
 RC2479| CF4173 BUNKER HILL RM 2                      6.591 METERS 33740     |
 RC2479|---------------------------------------------------------------------|
 RC2479
 RC2479                          SUPERSEDED SURVEY CONTROL
 RC2479
 RC2479  NAD 83(1991)-  45 48 58.13998(N)    121 55 50.25170(W) AD(       ) 2
 RC2479  NAD 83(1986)-  45 48 58.15013(N)    121 55 50.26118(W) AD(       ) 2
 RC2479  NAD 27      -  45 48 58.73300(N)    121 55 45.96300(W) AD(       ) 2
 RC2479  NGVD 29 (07/19/86)  720.3    (m)         2363.     (f) VERT ANG       
 RC2479
 RC2479.Superseded values are not recommended for survey control.
 RC2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2479.See file dsdata.txt to determine how the superseded data were derived.
 RC2479
 RC2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8307874177(NAD 83)
 RC2479_MARKER: DS = TRIANGULATION STATION DISK
 RC2479_SETTING: 80 = SET IN A BOULDER
 RC2479_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RC2479
 RC2479  HISTORY     - Date     Condition        Report By
 RC2479  HISTORY     - 1946     MONUMENTED       CGS
 RC2479
 RC2479                          STATION DESCRIPTION
 RC2479
 RC2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 RC2479'ABOUT 8 MILES NORTHWEST OF CARSON, 1.5 MILES NORTHWEST OF THE
 RC2479'MOUTH OF TROUT CREEK, 1.0 MILE NORTH OF THE HEMLOCK RANGER STATION
 RC2479'AND ON THE SUMMIT OF BUNKER HILL.  IT IS ABOUT 150 FEET SOUTH OF
 RC2479'THE LOOKOUT HOUSE ON THE SUMMIT OF A LOW ROCKY KNOLL.
 RC2479'
 RC2479'TO REACH FROM CARSON.  GO NORTH ON STATE HIGHWAY NUMBER 8 C FOR
 RC2479'8.45 MILES, TURN LEFT, AS PER THE SIGN READING HEMLOCK RANGER
 RC2479'STATION AND GO WEST FOR 2.0 MILES TO THE NORTH END OF THE BRIDGE
 RC2479'WHICH SPANS THE TROUT CREEK, TURN RIGHT, KEEPING TO THE SOUTH
 RC2479'OF THE CCC BUILDINGS AND GO 0.15 MILE, TURN RIGHT AS PER THE SIGN
 RC2479'READING BUNKER HILL AND GO NORTH FOR 0.4 MILE, TAKE THE RIGHT
 RC2479'HAND FORK AND GO NORTH FOR 0.25 MILE TO THE END OF TRUCK TRAVEL
 RC2479'AT THE TRAIL WHICH LEADS TO BUNKER HILL.  FROM THIS POINT PACK
 RC2479'EAST AND NORTH FOR ABOUT 2 MILES TO THE TOP OF THE HILL AND THE
 RC2479'STATION.  THIS IS ABOUT A 2 HOUR PACK.
 RC2479'
 RC2479'THE STATION IS A STANDARD DISK, STAMPED BUNKERHILL 1946, SET
 RC2479'INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES.
 RC2479'
 RC2479'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BUNKERHILL NO
 RC2479'1 1946, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 RC2479'3 FEET AND IS LEVEL WITH THE STATION.
 RC2479'
 RC2479'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BUNKERHILL
 RC2479'NO 2 1946, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 RC2479'3 FEET AND IS LEVEL WITH THE STATION.
 RC2479'
 RC2479'SUBSTITUTATION STATION 87V 13-A IS THE CENTER AND BASE OF A LONE
 RC2479'PINE TREE WHICH IS LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0563 ***********************************************************************
 TQ0563  DESIGNATION -  BUNKER HILL
 TQ0563  PID         -  TQ0563
 TQ0563  STATE/COUNTY-  WA/OKANOGAN
 TQ0563  USGS QUAD   -  ASHNOLA MTN (1969)
 TQ0563
 TQ0563                         *CURRENT SURVEY CONTROL
 TQ0563  ___________________________________________________________________
 TQ0563* NAD 83(1991)-  48 58 48.94503(N)    120 29 22.48435(W)     ADJUSTED  
 TQ0563* NAVD 88     -      2024.     (meters)    6640.     (feet)  SCALED    
 TQ0563  ___________________________________________________________________
 TQ0563  LAPLACE CORR-           7.95  (seconds)                    DEFLEC99
 TQ0563  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 TQ0563
 TQ0563  HORZ ORDER  -  THIRD
 TQ0563
 TQ0563.The horizontal coordinates were established by classical geodetic methods
 TQ0563.and adjusted by the National Geodetic Survey in December 1991..
 TQ0563
 TQ0563.The orthometric height was scaled from a topographic map.
 TQ0563
 TQ0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0563
 TQ0563.The geoid height was determined by GEOID03.
 TQ0563
 TQ0563;                    North         East     Units Scale Factor Converg.
 TQ0563;SPC WA N     -   220,240.559   525,164.381   MT  1.00005583   +0 15 21.4
 TQ0563;SPC WA N     -   722,572.57  1,722,976.81   sFT  1.00005583   +0 15 21.4
 TQ0563;UTM  10      - 5,428,298.646   683,682.990   MT  1.00001450   +1 53 40.6
 TQ0563
 TQ0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0563!SPC WA N     -   0.99968536  x   1.00005583  =   0.99974117
 TQ0563!UTM  10      -   0.99968536  x   1.00001450  =   0.99969986
 TQ0563
 TQ0563:                Primary Azimuth Mark                     Grid Az
 TQ0563:SPC WA N     -  SMOKEY                                   247 54 05.7
 TQ0563:UTM  10      -  SMOKEY                                   246 15 46.5
 TQ0563
 TQ0563|---------------------------------------------------------------------|
 TQ0563| PID    Reference Object                     Distance      Geod. Az  |
 TQ0563|                                                           dddmmss.s |
 TQ0563| TQ0671 SMOKEY                              APPROX.17.1 KM 2480927.1 |
 TQ0563|---------------------------------------------------------------------|
 TQ0563
 TQ0563                          SUPERSEDED SURVEY CONTROL
 TQ0563
 TQ0563  NAD 83(1986)-  48 58 48.94316(N)    120 29 22.47420(W) AD(       ) 3
 TQ0563
 TQ0563.Superseded values are not recommended for survey control.
 TQ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0563.See file dsdata.txt to determine how the superseded data were derived.
 TQ0563
 TQ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV8368328299(NAD 83)
 TQ0563_MARKER: DD = SURVEY DISK
 TQ0563_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0563_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TQ0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0563+STABILITY: POSITION/ELEVATION WELL
 TQ0563
 TQ0563  HISTORY     - Date     Condition        Report By
 TQ0563  HISTORY     - 1935     MONUMENTED       IBC
 TQ0563
 TQ0563                          STATION DESCRIPTION
 TQ0563
 TQ0563'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1935 (JH)
 TQ0563'ABOUT 1-1/2 MILES SOUTH AND A LITTLE WEST OF INTERNATIONAL BOUNDARY
 TQ0563'MONUMENT 88, ON THE SUMMIT OF THE ROCK DOME ON THE NORTHWESTERNMOST
 TQ0563'END OF BUNKER HILL (GRAY MOUNTAIN).  THE STATION IS ABOUT ONE - HALF
 TQ0563'MILE NORTHWEST OF THE US FOREST SERVICE BUNKER HILL LOOKOUT STATION.
 TQ0563'
 TQ0563'STATION MARK--A 3 - INCH BRONZE - DISK STATION MARK BEARING THE WORDS
 TQ0563'---INTERNATIONAL BOUNDARY COMMISSION---SET IN A DRILL HOLE IN A ROCK
 TQ0563'ABOUT 2-1/2 BY 4 FEET IN SURFACE DIMENSIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0292 ***********************************************************************
 SA0292  DESIGNATION -  BURBANK
 SA0292  PID         -  SA0292
 SA0292  STATE/COUNTY-  WA/WALLA WALLA
 SA0292  USGS QUAD   -  HUMORIST (1992)
 SA0292
 SA0292                         *CURRENT SURVEY CONTROL
 SA0292  ___________________________________________________________________
 SA0292* NAD 83(1991)-  46 10 59.13715(N)    118 59 58.70580(W)     ADJUSTED  
 SA0292* NAVD 88     -       124.982  (meters)     410.05   (feet)  ADJUSTED  
 SA0292  ___________________________________________________________________
 SA0292  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 SA0292  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SA0292  DYNAMIC HT  -         124.986 (meters)     410.06  (feet)  COMP
 SA0292  MODELED GRAV-     980,644.5   (mgal)                       NAVD 88
 SA0292
 SA0292  HORZ ORDER  -  SECOND
 SA0292  VERT ORDER  -  FIRST     CLASS II
 SA0292
 SA0292.The horizontal coordinates were established by classical geodetic methods
 SA0292.and adjusted by the National Geodetic Survey in December 1991..
 SA0292
 SA0292.The orthometric height was determined by differential leveling
 SA0292.and adjusted by the National Geodetic Survey in June 1991..
 SA0292
 SA0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA0292
 SA0292.The geoid height was determined by GEOID03.
 SA0292
 SA0292.The dynamic height is computed by dividing the NAVD 88
 SA0292.geopotential number by the normal gravity value computed on the
 SA0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0292.degrees latitude (g = 980.6199 gals.).
 SA0292
 SA0292.The modeled gravity was interpolated from observed gravity values.
 SA0292
 SA0292;                    North         East     Units Scale Factor Converg.
 SA0292;SPC WA S     -    95,552.121   615,824.807   MT  0.99993907   +1 05 23.5
 SA0292;SPC WA S     -   313,490.58  2,020,418.55   sFT  0.99993907   +1 05 23.5
 SA0292;UTM  11      - 5,116,334.303   345,675.969   MT  0.99989277   -1 26 35.3
 SA0292
 SA0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA0292!SPC WA S     -   0.99998382  x   0.99993907  =   0.99992289
 SA0292!UTM  11      -   0.99998382  x   0.99989277  =   0.99987659
 SA0292
 SA0292:                Primary Azimuth Mark                     Grid Az
 SA0292:SPC WA S     -  CELLER                                   180 30 03.3
 SA0292:UTM  11      -  CELLER                                   183 02 02.1
 SA0292
 SA0292|---------------------------------------------------------------------|
 SA0292| PID    Reference Object                     Distance      Geod. Az  |
 SA0292|                                                           dddmmss.s |
 SA0292| SA2034 CELLER                              APPROX. 1.6 KM 1813526.8 |
 SA0292|---------------------------------------------------------------------|
 SA0292
 SA0292                          SUPERSEDED SURVEY CONTROL
 SA0292
 SA0292  NAD 83(1991)-  46 10 59.13754(N)    118 59 58.70529(W) AD(       ) 2
 SA0292  NAD 83(1986)-  46 10 59.14446(N)    118 59 58.69798(W) AD(       ) 2
 SA0292  NAD 27      -  46 10 59.65100(N)    118 59 54.67200(W) AD(       ) 2
 SA0292  NGVD 29 (??/??/92)  123.959  (m)          406.69   (f) ADJ UNCH    1 2
 SA0292
 SA0292.Superseded values are not recommended for survey control.
 SA0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0292.See file dsdata.txt to determine how the superseded data were derived.
 SA0292
 SA0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4567616334(NAD 83)
 SA0292_MARKER: DD = SURVEY DISK
 SA0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0292_STAMPING: BURBANK 1941
 SA0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0292+STABILITY: SURFACE MOTION
 SA0292
 SA0292  HISTORY     - Date     Condition        Report By
 SA0292  HISTORY     - 1942     MONUMENTED       USE
 SA0292  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SA0292  HISTORY     - 1963     MARK NOT FOUND   USGS
 SA0292
 SA0292                          STATION DESCRIPTION
 SA0292
 SA0292'DESCRIBED BY US ENGINEERS 1942 (ANS)
 SA0292'THIS INTERSECTION STATION IS ABOUT 1.5 MILES SE OF BURBANK ON
 SA0292'U.S. HIGHWAY 410, ABOUT 50 FEET W OF THE CENTER OF THE HIGHWAY AND
 SA0292'ABOUT 1,000 FEET NW OF VERTICAL CURVE IN HIGHWAY.
 SA0292'
 SA0292'STATION MARK, STAMPED BURBANK 1941, IS A STANDARD BRONZE
 SA0292'U.S.E. DISK SET IN A CONCRETE MONUMENT 6 BY 6 INCHES SQUARE
 SA0292'PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.  NO
 SA0292'OTHER MARKS ESTABLISHED.
 SA0292'
 SA0292'TO REACH STATION FROM CROSS ROAD ON U.S. HIGHWAY 410 AT BURBANK,
 SA0292'GO SE ON U.S. HIGHWAY 410 FOR 1.4 MILES TO STATION.  STATION IS ON
 SA0292'A SMALL SHOULDER WHICH IS ABOUT 30 FEET HIGHER IN ELEVATION THAN
 SA0292'THE COLUMBIA RIVER BOTTOMS.  IT IS 37.6 FEET N OF THE EDGE OF THE
 SA0292'SHOULDER AND IS 80.03 FEET S OF CENTER LINE OF HIGHWAY.
 SA0292
 SA0292                          STATION RECOVERY (1957)
 SA0292
 SA0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA0292'DESTROYED.  THE STATION SITE WAS FOUND AS DESCRIBED BY A.N.S. IN
 SA0292'1942.  THE TOP OF THE MONUMENT CONTAINING THE DISK HAD BEEN BROKEN
 SA0292'OFF AND WAS FOUND LYING LOOSE ON THE GROUND.
 SA0292
 SA0292                          STATION RECOVERY (1963)
 SA0292
 SA0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 SA0292'1.5 MI SE FROM BURBANK.
 SA0292'1.5 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 410 FROM THE POST OFFICE AT
 SA0292'BURBANK, WALLA WALLA COUNTY, 0.2 MILE NORTHWEST OF THE CREST OF A
 SA0292'SHORT STEEP GRADE, ON A SMALL SHOULDER, 80.3 FEET SOUTHWEST OF THE
 SA0292'CENTERLINE OF THE HIGHWAY, 38 FEET NORTHEAST OF THE EDGE OF THE
 SA0292'SHOULDER, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 SA0292'WITH THE HIGHWAY.  A CORPS ENGINEERS, U.S. ARMY, STANDARD DISK,
 SA0292'STAMPED BURBANK 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SA0292'0.8 FOOT ABOVE GROUND.  NOTE-- IT WAS REPORTED THAT PIECES OF CONCRETE
 SA0292'AND HALF OF THE BLOCK IN THE GROUND WAS FOUND AND UPPER HALF OF THE
 SA0292'TABLET IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0440 ***********************************************************************
 TQ0440  DESIGNATION -  BURCH MTN LOOKOUT HOUSE
 TQ0440  PID         -  TQ0440
 TQ0440  STATE/COUNTY-  WA/OKANOGAN
 TQ0440  USGS QUAD   -  BILLY GOAT MTN (1969)
 TQ0440
 TQ0440                         *CURRENT SURVEY CONTROL
 TQ0440  ___________________________________________________________________
 TQ0440* NAD 83(1991)-  48 47 49.26100(N)    120 18 18.96059(W)     ADJUSTED  
 TQ0440* NAVD 88     -                                                        
 TQ0440  ___________________________________________________________________
 TQ0440  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 TQ0440  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 TQ0440
 TQ0440  HORZ ORDER  -  THIRD
 TQ0440
 TQ0440.The horizontal coordinates were established by classical geodetic methods
 TQ0440.and adjusted by the National Geodetic Survey in December 1991..
 TQ0440
 TQ0440
 TQ0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0440
 TQ0440.The geoid height was determined by GEOID03.
 TQ0440
 TQ0440;                    North         East     Units Scale Factor Converg.
 TQ0440;SPC WA N     -   199,938.489   538,796.530   MT  1.00001260   +0 23 35.4
 TQ0440;SPC WA N     -   655,964.86  1,767,701.62   sFT  1.00001260   +0 23 35.4
 TQ0440;UTM  10      - 5,408,393.985   697,889.707   MT  1.00008112   +2 01 41.2
 TQ0440
 TQ0440                          SUPERSEDED SURVEY CONTROL
 TQ0440
 TQ0440  NAD 83(1986)-  48 47 49.25967(N)    120 18 18.95481(W) AD(       ) 4
 TQ0440  NAD 27      -  48 47 49.74000(N)    120 18 14.62000(W) AD(       ) 3
 TQ0440
 TQ0440.Superseded values are not recommended for survey control.
 TQ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0440.See file dsdata.txt to determine how the superseded data were derived.
 TQ0440
 TQ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV9789008394(NAD 83)
 TQ0440
 TQ0440  HISTORY     - Date     Condition        Report By
 TQ0440  HISTORY     - 1950     MONUMENTED       CGS
 TQ0440
 TQ0440                          STATION DESCRIPTION
 TQ0440
 TQ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TQ0440'THE STATION IS A STANDARD 14 X 14 FOOT FOREST SERVICE LOOKOUT HOUSE,
 TQ0440'LOCATED IN THE CHELAN NATIONAL FOREST.  ABOUT AIRLINE 23 MILES
 TQ0440'NORTH-NORTHWEST OF WINTHROP, 15 MILES NORTH-NORTHEAST OF MAZAMA, AND
 TQ0440'14 MILES SOUTH OF THE CANADIAN BORDER.
 TQ0440'
 TQ0440'THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2467 ***********************************************************************
 SA2467  CBN         -  This is a Cooperative Base Network Control Station.
 SA2467  DESIGNATION -  BURDEN
 SA2467  PID         -  SA2467
 SA2467  STATE/COUNTY-  WA/WALLA WALLA
 SA2467  USGS QUAD   -  TOUCHET (1991)
 SA2467
 SA2467                         *CURRENT SURVEY CONTROL
 SA2467  ___________________________________________________________________
 SA2467* NAD 83(1998)-  46 02 14.92714(N)    118 40 10.61163(W)     ADJUSTED  
 SA2467* NAVD 88     -       135.270  (meters)     443.80   (feet)  ADJUSTED  
 SA2467  ___________________________________________________________________
 SA2467  X           -  -2,127,920.454 (meters)                     COMP
 SA2467  Y           -  -3,891,624.416 (meters)                     COMP
 SA2467  Z           -   4,568,222.399 (meters)                     COMP
 SA2467  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 SA2467  ELLIP HEIGHT-         113.83  (meters)          (07/03/01) GPS OBS
 SA2467  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SA2467  DYNAMIC HT  -         135.269 (meters)     443.80  (feet)  COMP
 SA2467  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 SA2467
 SA2467  HORZ ORDER  -  B
 SA2467  VERT ORDER  -  SECOND    CLASS II
 SA2467  ELLP ORDER  -  FIFTH     CLASS I
 SA2467
 SA2467.The horizontal coordinates were established by GPS observations
 SA2467.and adjusted by the National Geodetic Survey in July 2001..
 SA2467.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA2467.DATUM ITEM on the data sheet items page.
 SA2467
 SA2467.The orthometric height was determined by differential leveling
 SA2467.and adjusted by the National Geodetic Survey in April 1995..
 SA2467
 SA2467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA2467
 SA2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2467
 SA2467.The ellipsoidal height was determined by GPS observations
 SA2467.and is referenced to NAD 83.
 SA2467
 SA2467.The geoid height was determined by GEOID03.
 SA2467
 SA2467.The dynamic height is computed by dividing the NAVD 88
 SA2467.geopotential number by the normal gravity value computed on the
 SA2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA2467.degrees latitude (g = 980.6199 gals.).
 SA2467
 SA2467.The modeled gravity was interpolated from observed gravity values.
 SA2467
 SA2467;                    North         East     Units Scale Factor Converg.
 SA2467;SPC WA S     -    79,909.725   641,673.559   MT  0.99995997   +1 19 46.5
 SA2467;SPC WA S     -   262,170.49  2,105,224.00   sFT  0.99995997   +1 19 46.5
 SA2467;UTM  11      - 5,099,566.877   370,805.852   MT  0.99980519   -1 12 07.0
 SA2467
 SA2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2467!SPC WA S     -   0.99998216  x   0.99995997  =   0.99994213
 SA2467!UTM  11      -   0.99998216  x   0.99980519  =   0.99978735
 SA2467
 SA2467                          SUPERSEDED SURVEY CONTROL
 SA2467
 SA2467  NAD 83(1991)-  46 02 14.92584(N)    118 40 10.61096(W) AD(       ) B
 SA2467  ELLIP H (05/29/91)  113.92   (m)                       GP(       ) 4 1
 SA2467  NGVD 29 (05/29/91)  134.27   (m)          440.5    (f) LEVELING    3  
 SA2467
 SA2467.Superseded values are not recommended for survey control.
 SA2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2467.See file dsdata.txt to determine how the superseded data were derived.
 SA2467
 SA2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL7080699567(NAD 83)
 SA2467_MARKER: DH = HORIZONTAL CONTROL DISK
 SA2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2467_SP_SET: CONCRETE POST
 SA2467_STAMPING: BURDEN 1990
 SA2467_MARK LOGO: NGS   
 SA2467_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2467+STABILITY: SURFACE MOTION
 SA2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA2467+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2003
 SA2467
 SA2467  HISTORY     - Date     Condition        Report By
 SA2467  HISTORY     - 1989     MONUMENTED       NGS
 SA2467  HISTORY     - 19901129 GOOD
 SA2467  HISTORY     - 20031121 GOOD             GEOCAC
 SA2467
 SA2467                          STATION DESCRIPTION
 SA2467
 SA2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SA2467'THE STATIION IS LOCATED ABOUT 40.2 KM (25.0 MI) SOUTHWEST OF PRESCOTT,
 SA2467'37.0 KM (23.0 MI) SOUTHEAST OF PASCO, 25.8 KM (16.0 MI)  WEST OF
 SA2467'WALLA WALLA AND AT THE WALLA WALLA COUNTY SHOP IN TOUCHET.
 SA2467'TO REACH FROM THE JUNCTION OF HANSON ROAD, BALM STREET AND US HIGHWAY
 SA2467'12 IN TOUCHET, GO EAST ON US HIGHWAY 12 FOR 0.48 KM (0.30 MI) TO A
 SA2467'CROSS ROAD.  TURN RIGHT AND GO SOUTH ON WALNUT ROAD FOR 0.32 KM
 SA2467'(0.20 MI) TO THE COUNTY SHOP ON THE RIGHT AND THE STATION ON THE
 SA2467'INSIDE OF THE FENCED AREA.
 SA2467'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 SA2467'RECESSED 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.  IT IS 18.7 M
 SA2467'(61.4 FT) SOUTHWEST OF THE SOUTH GATE POST, 8.2 M (26.9 FT) WEST OF
 SA2467'THE CHAIN LINK FENCE AND 2.4 M (7.9 FT) NORTH OF A COUNTY WITNESS
 SA2467'SIGN.  A HIGH TRIPOD SHOULD BE USED AT THIS STATION.
 SA2467
 SA2467                          STATION RECOVERY (1990)
 SA2467
 SA2467'RECOVERED 1990
 SA2467'RECOVERED IN GOOD CONDITION.
 SA2467
 SA2467                          STATION RECOVERY (2003)
 SA2467
 SA2467'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA2467'STATION DISK FOUND AS DESCRIBED. COUNTY EQUIPMENT YARD OPEN DURING
 SA2467'WEEK. GATED AND LOCKED AFTER HOURS AND WEEKENDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1926 ***********************************************************************
 SA1926  DESIGNATION -  BURG
 SA1926  PID         -  SA1926
 SA1926  STATE/COUNTY-  WA/WALLA WALLA
 SA1926  USGS QUAD   -  WALLA WALLA (1978)
 SA1926
 SA1926                         *CURRENT SURVEY CONTROL
 SA1926  ___________________________________________________________________
 SA1926* NAD 83(1991)-  46 04 22.39671(N)    118 16 24.12640(W)     ADJUSTED  
 SA1926* NAVD 88     -       399.3    (meters)    1310.     (feet)  VERTCON   
 SA1926  ___________________________________________________________________
 SA1926  LAPLACE CORR-          12.35  (seconds)                    DEFLEC99
 SA1926  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 SA1926
 SA1926  HORZ ORDER  -  SECOND
 SA1926
 SA1926.The horizontal coordinates were established by classical geodetic methods
 SA1926.and adjusted by the National Geodetic Survey in December 1991..
 SA1926
 SA1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1926
 SA1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1926
 SA1926.The geoid height was determined by GEOID03.
 SA1926
 SA1926;                    North         East     Units Scale Factor Converg.
 SA1926;SPC WA S     -    84,632.427   672,224.857   MT  0.99995430   +1 37 02.7
 SA1926;SPC WA S     -   277,664.89  2,205,457.72   sFT  0.99995430   +1 37 02.7
 SA1926;SPC OR N     -   269,770.062 2,672,237.133   MT  1.00001935   +1 34 44.7
 SA1926;SPC OR N     -   885,072.38  8,767,182.19   iFT  1.00001935   +1 34 44.7
 SA1926;UTM  11      - 5,102,934.046   401,529.975   MT  0.99971920   -0 55 01.9
 SA1926
 SA1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1926!SPC WA S     -   0.99994061  x   0.99995430  =   0.99989491
 SA1926!SPC OR N     -   0.99994061  x   1.00001935  =   0.99995996
 SA1926!UTM  11      -   0.99994061  x   0.99971920  =   0.99965982
 SA1926
 SA1926:                Primary Azimuth Mark                     Grid Az
 SA1926:SPC WA S     -  WALLA WALLA US ENG WATER TANK            022 37 06.1
 SA1926:SPC OR N     -  WALLA WALLA US ENG WATER TANK            022 39 24.1
 SA1926:UTM  11      -  WALLA WALLA US ENG WATER TANK            025 09 10.7
 SA1926
 SA1926|---------------------------------------------------------------------|
 SA1926| PID    Reference Object                     Distance      Geod. Az  |
 SA1926|                                                           dddmmss.s |
 SA1926| SA1924 WALLA WALLA US ENG WATER TANK       APPROX. 2.2 KM 0241408.8 |
 SA1926| SA1927 36 10                                 1.820 METERS 06252     |
 SA1926| SA2479 BURG RM 1                             6.480 METERS 06451     |
 SA1926| SA1930 COLLEGE PLACE MUNICIPAL TANK        APPROX. 9.2 KM 2495628.2 |
 SA1926| SA1917 WALLA WALLA VET ADM HOSP TANK       APPROX. 6.5 KM 2503412.8 |
 SA1926| SA2480 BURG RM 2                             5.331 METERS 25105     |
 SA1926| SA1919 WALLA WALLA PENITENTIARY TANK       APPROX. 6.7 KM 2755302.6 |
 SA1926| SA1918 WALLA WALLA PENITENTIARY STACK      APPROX. 6.8 KM 2764658.6 |
 SA1926| SA1920 WALLA WALLA COUNTY AIRPORT BEACON   APPROX. 1.9 KM 3400453.6 |
 SA1926|---------------------------------------------------------------------|
 SA1926
 SA1926                          SUPERSEDED SURVEY CONTROL
 SA1926
 SA1926  NAD 83(1991)-  46 04 22.39682(N)    118 16 24.12646(W) AD(       ) 2
 SA1926  NAD 83(1986)-  46 04 22.40045(N)    118 16 24.12048(W) AD(       ) 2
 SA1926  NAD 27      -  46 04 22.90701(N)    118 16 20.26017(W) AD(       ) 2
 SA1926  NGVD 29 (07/19/86)  398.3    (m)         1307.     (f) VERT ANG       
 SA1926
 SA1926.Superseded values are not recommended for survey control.
 SA1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1926.See file dsdata.txt to determine how the superseded data were derived.
 SA1926
 SA1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0153002934(NAD 83)
 SA1926_MARKER: DS = TRIANGULATION STATION DISK
 SA1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1926_SP_SET: CONCRETE POST
 SA1926_STAMPING: BURG 1963
 SA1926_MARK LOGO: CGS   
 SA1926_PROJECTION: FLUSH
 SA1926_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1926+STABILITY: SURFACE MOTION
 SA1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1926+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1989
 SA1926
 SA1926  HISTORY     - Date     Condition        Report By
 SA1926  HISTORY     - 1964     MONUMENTED       CGS
 SA1926  HISTORY     - 1964     GOOD             CGS
 SA1926  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SA1926  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SA1926  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SA1926  HISTORY     - 19811106 GOOD             NGS
 SA1926  HISTORY     - 1982     GOOD             NGS
 SA1926  HISTORY     - 19890517 GOOD             NGS
 SA1926  HISTORY     - 20040215 GOOD             GEOCAC
 SA1926
 SA1926                          STATION DESCRIPTION
 SA1926
 SA1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 SA1926'THE STATION IS ABOUT 3-1/4 MILES EAST OF WALLA WALLA, 1/2 MILE SOUTH
 SA1926'OF U.S. HIGHWAY 410, ON THE HIGHEST POINT OF A PROMINENT BLUFF
 SA1926'OCCUPIED BY AN ANTENNA POLE AND ON LAND OWNED BY DEWELLEY JONES.
 SA1926'
 SA1926'TO REACH THE STATION FROM THE COURTHOUSE IN WALLA WALLA, GO EAST ON
 SA1926'EAST MAIN STREET AND U.S. HIGHWAY 410 FOR 3.3 MILES TO A
 SA1926'CROSSROADS AND A SIGN AIRPORT.  TURN RIGHT AND GO SOUTH FOR 0.35
 SA1926'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY FOR
 SA1926'0.6 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AFTER CROSSING A
 SA1926'SMALL BRIDGE AND GO SOUTHERLY FOR 0.25 MILE TO A FIELD ROAD ON THE
 SA1926'RIGHT.  TURN RIGHT AND GO WESTERLY 0.05 MILE TO THE END OF TRUCK
 SA1926'TRAVEL.  FROM THIS POINT PACK NORTHWESTERLY ACROSS A CULTIVATED FIELD
 SA1926'FOR ABOUT 5 MINUTES TO THE HIGHEST POINT AND THE STATION.
 SA1926'
 SA1926'THE STATION MARK IS A STANDARD DISK, STAMPED BURG 1963, SET IN THE
 SA1926'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 SA1926'8 FEET NORTH OF THE NORTH EDGE OF THE CULTIVATED FIELD, 10 FEET
 SA1926'SOUTH OF THE NORTH EDGE OF THE BLUFF, 4.4 FEET WEST OF A WITNESS
 SA1926'POST AND 9.9 FEET WEST OF THE POLE.
 SA1926'
 SA1926'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURG NO 1 1963, SET IN
 SA1926'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 SA1926'IT IS 6 FEET SOUTH OF THE NORTH EDGE OF THE BLUFF AND 14.0 FEET
 SA1926'NORTHEAST OF THE POLE.  SAME ELEVATION AS THE STATION.
 SA1926'
 SA1926'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURG NO 2 1963, SET IN
 SA1926'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 SA1926'IT IS 26.9 FEET WEST OF THE POLE AND 4 FEET SOUTH OF THE NORTH EDGE
 SA1926'OF THE BLUFF.  SAME ELEVATION AS THE STATION.
 SA1926'
 SA1926'WSHD MARK IS A BRONZE DISK OF THE WASHINGTON STATE HIGHWAY DEPARTMENT
 SA1926'BRAZED TO THE TOP OF A 1 INCH IRON PIPE FLUSH WITH THE GROUND.  THE
 SA1926'DISK IS NOT STAMPED.  IT IS 6.2 FEET WEST-NORTHWEST OF THE POLE AND
 SA1926'AT THE SAME ELEVATION AS THE STATION.
 SA1926
 SA1926                          STATION RECOVERY (1964)
 SA1926
 SA1926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 SA1926'RECOVERED IN GOOD CONDITION.
 SA1926
 SA1926                          STATION RECOVERY (1965)
 SA1926
 SA1926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CMB)
 SA1926'THE STATION WAS FOUND IN GOOD CONDITION.
 SA1926'
 SA1926'THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO
 SA1926'REFERENCE MARKS CHECKED.  DISTANCE AND DIRECTION TO TS 36-10 (WSHC)
 SA1926'1962 CHECKED.  THIS MARK WAS CALLED WSHD MARK IN THE DESCRIPTION.
 SA1926'
 SA1926'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 SA1926
 SA1926                          STATION RECOVERY (1967)
 SA1926
 SA1926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AJL)
 SA1926'THE STATION WAS SEARCHED FOR AND FOUND IN EXCELLENT CONDITION.
 SA1926'
 SA1926'THE REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.
 SA1926'
 SA1926'THE AZIMUTH MARK WAS FOUND IN EXCELLENT CONDITION.
 SA1926
 SA1926                          STATION RECOVERY (1967)
 SA1926
 SA1926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA1926'THE STATION WAS RECOVERED AS DESCRIBED.
 SA1926
 SA1926                          STATION RECOVERY (1981)
 SA1926
 SA1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 SA1926'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) SOUTH OF WALLA WALLA, ON
 SA1926'THE HIGHEST POINT OF THE MOST PROMINENT RIDGE IN THE AREA.  THE
 SA1926'PROPERTY IS OWNED BY MR DEWELLY JONES OF WALLA WALLA. TO REACH FROM
 SA1926'THE WALLA WALLA COUNTY COURT HOUSE IN WALLA WALLA, GO EAST ON EAST
 SA1926'MAIN STREET FOR 5.31 KM (3.30 MI) TO A CROSS ROAD AND SIGN, AIRPORT.
 SA1926'TURN RIGHT AND GO SOUTH FOR 0.48 KM (0.30 MI) TO A SIDE ROAD LEFT.
 SA1926'TURN LEFT AND GO EAST ON THE SURFACED ROAD FOR 1.37 KM (0.85 MI) TO A
 SA1926'FIELD ROAD ON THE RIGHT AND THE END OF TRUCK TRAVEL IN WET WEATHER OR
 SA1926'IF THE FIELD IS IN CROP.  WALK NORTHWEST UPHILL FOR ABOUT 5 MINUTES TO
 SA1926'THE HIGHEST POINT OF THE RIDGE, AN ANTENNA POLE AND THE STATION. THE
 SA1926'MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 0.30 M
 SA1926'(0.98 FT) ON A SIDE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 6.482
 SA1926'M (21.266 FT) WEST-SOUTHWEST OF REFERENCE MARK 1, 5.339 M (17.516 FT)
 SA1926'EAST-NORTHEAST OF REFERENCE MARK 2, 1.818 M (5.965 FT) SOUTHWEST OF A
 SA1926'WASHINGTON STATE HIGHWAY MARK 36 10, 3.0 M (9.8 FT) NORTHWEST OF A
 SA1926'WOODEN ANTENNA POLE AND 1.0 M (3.3 FT) SOUTH OF THE TOP EDGE OF THE
 SA1926'BLUFF.
 SA1926
 SA1926                          STATION RECOVERY (1982)
 SA1926
 SA1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DMM)
 SA1926'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 SA1926'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 SA1926'
 SA1926'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/4 MILES EAST
 SA1926'OF WALLA WALLA.
 SA1926
 SA1926                          STATION RECOVERY (1989)
 SA1926
 SA1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SA1926'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTH OF WALLA WALLA ON
 SA1926'THE HIGHEST POINT OF THE MOST PROMINENT RIDGE IN THE AREA.  THE
 SA1926'PROPERTY IS OWNED BY MR. DEWELLY JONES OF WALLA WALLA.
 SA1926'TO REACH FROM THE COURTHOUSE IN WALLA WALLA, ON MAIN STREET FOR 5.31
 SA1926'KM (3.30 MI) TO A CROSS ROAD AND SIGN, AIRPORT.  TURN RIGHT AND GO
 SA1926'SOUTH FOR 0.48 KM (0.30 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 SA1926'EAST FOR 1.37 KM (0.85 MI) TO A FIELD ROAD ON THE RIGHT AND THE END
 SA1926'OF TRUCK TRAVEL IF THE FIELD IS IN CROP.  PASS THROUGH THE GATE AND
 SA1926'GO UPHILL FOR 0.24 KM (0.15 MI) TO THE HIGHEST POINT AND THE STATION.
 SA1926'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SA1926'WITH THE GROUND SURFACE.  IT IS 3.0 M (9.8 FT) NORTHWEST OF A WOODEN
 SA1926'ANTENNA POLE AND 1.0 M (3.3 FT) SOUTH OF THE NORTH EDGE OF THE BLUFF.
 SA1926
 SA1926                          STATION RECOVERY (2004)
 SA1926
 SA1926'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA1926'TRIANGULATION DISK AND RM1 AND RM2 FOUND IN GOOD CONDITION. NOTE
 SA1926'ADDITIONAL DESCRIPTION ALTERATION. OLD ANTENNA POLE DESTROYED
 SA1926'REPLACEMENT NOW 108 FT EAST OF STATION MARK. ALL MARKS NOW AT EXACTING
 SA1926'EDGE OF CULTIVATED FIELD AND SUB LEVEL AT APPROX 6 INCHES. NO EVIDENCE
 SA1926'OF WSHD MARKER SA1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0723 ***********************************************************************
 SW0723  DESIGNATION -  BURKE
 SW0723  PID         -  SW0723
 SW0723  STATE/COUNTY-  WA/GRANT
 SW0723  USGS QUAD   -  EVERGREEN RIDGE (1966)
 SW0723
 SW0723                         *CURRENT SURVEY CONTROL
 SW0723  ___________________________________________________________________
 SW0723* NAD 83(1991)-  47 03 58.36922(N)    119 53 07.41069(W)     ADJUSTED  
 SW0723* NAVD 88     -       376.213  (meters)    1234.29   (feet)  ADJUSTED  
 SW0723  ___________________________________________________________________
 SW0723  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 SW0723  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 SW0723  DYNAMIC HT  -         376.235 (meters)    1234.36  (feet)  COMP
 SW0723  MODELED GRAV-     980,659.3   (mgal)                       NAVD 88
 SW0723
 SW0723  HORZ ORDER  -  SECOND
 SW0723  VERT ORDER  -  SECOND    CLASS 0
 SW0723
 SW0723.The horizontal coordinates were established by classical geodetic methods
 SW0723.and adjusted by the National Geodetic Survey in December 1991..
 SW0723
 SW0723.The orthometric height was determined by differential leveling
 SW0723.and adjusted by the National Geodetic Survey in June 1991..
 SW0723
 SW0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0723
 SW0723.The geoid height was determined by GEOID03.
 SW0723
 SW0723.The dynamic height is computed by dividing the NAVD 88
 SW0723.geopotential number by the normal gravity value computed on the
 SW0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0723.degrees latitude (g = 980.6199 gals.).
 SW0723
 SW0723.The modeled gravity was interpolated from observed gravity values.
 SW0723
 SW0723;                    North         East     Units Scale Factor Converg.
 SW0723;SPC WA S     -   192,795.721   546,684.042   MT  0.99994985   +0 26 47.2
 SW0723;SPC WA S     -   632,530.63  1,793,579.23   sFT  0.99994985   +0 26 47.2
 SW0723;UTM  11      - 5,216,562.778   280,914.149   MT  1.00018996   -2 06 48.1
 SW0723
 SW0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0723!SPC WA S     -   0.99994428  x   0.99994985  =   0.99989413
 SW0723!UTM  11      -   0.99994428  x   1.00018996  =   1.00013423
 SW0723
 SW0723:                Primary Azimuth Mark                     Grid Az
 SW0723:SPC WA S     -  BURKE AZ MK 2                            045 43 32.8
 SW0723:UTM  11      -  BURKE AZ MK 2                            048 17 08.1
 SW0723
 SW0723|---------------------------------------------------------------------|
 SW0723| PID    Reference Object                     Distance      Geod. Az  |
 SW0723|                                                           dddmmss.s |
 SW0723| CF1173 BURKE AZ MK 2                                      0461020.0 |
 SW0723| CF1175 BURKE RM 4                            8.144 METERS 04804     |
 SW0723| SW0725 BURKE RM 1                           20.790 METERS 05229     |
 SW0723| CF1176 BURKE RM 5                           15.038 METERS 22801     |
 SW0723| CF1174 BURKE RM 3                            8.610 METERS 28507     |
 SW0723| SW0722 BURKE RM 2                           19.538 METERS 31255     |
 SW0723|---------------------------------------------------------------------|
 SW0723
 SW0723                          SUPERSEDED SURVEY CONTROL
 SW0723
 SW0723  NAD 83(1986)-  47 03 58.37769(N)    119 53 07.39858(W) AD(       ) 2
 SW0723  NAD 27      -  47 03 58.89600(N)    119 53 03.21220(W) AD(       ) 2
 SW0723  NGVD 29 (??/??/92)  375.086  (m)         1230.59   (f) ADJ UNCH    2 0
 SW0723
 SW0723.Superseded values are not recommended for survey control.
 SW0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0723.See file dsdata.txt to determine how the superseded data were derived.
 SW0723
 SW0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN8091416563(NAD 83)
 SW0723_MARKER: DS = TRIANGULATION STATION DISK
 SW0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0723_STAMPING: BURKE 1957
 SW0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0723
 SW0723  HISTORY     - Date     Condition        Report By
 SW0723  HISTORY     - 1957     MONUMENTED       CGS
 SW0723  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SW0723  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SW0723  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SW0723  HISTORY     - 1967     GOOD             NGS
 SW0723  HISTORY     - 1974     SEE DESCRIPTION  DMA
 SW0723  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SW0723
 SW0723                          STATION DESCRIPTION
 SW0723
 SW0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW0723'THE STATION IS LOCATED 12 MILES SOUTH OF QUINCY, 8-1/4 MILES
 SW0723'NORTHEAST OF VANTAGE, 6-1/2 MILES EAST OF THE COLUMBIA RIVER, 6/10
 SW0723'MILE SOUTHWEST OF BURKE JUNCTION ALONG U.S. HIGHWAY 10.
 SW0723'
 SW0723'TO REACH THE STATION FROM BURKE JUNCTION, GO SOUTHWEST ON U.S.
 SW0723'HIGHWAY 10 FOR 0.65 MILE TO A LARGE SIGNBOARD AND A TRACK ROAD ON THE
 SW0723'RIGHT.  TURN RIGHT ON THE TRACK ROAD, PASS AROUND THE END OF A
 SW0723'LEVEE, AND GO SOUTHWEST FOR 0.05 MILE TO THE STATION.
 SW0723'
 SW0723'THE STATION MARK IS A STANDARD DISK, STAMPED BURKE 1957, SET IN
 SW0723'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 SW0723'ABOVE THE SURFACE OF THE GROUND.  IT IS 96 FEET NORTHWEST OF THE
 SW0723'CENTERLINE OF U.S. HIGHWAY 10, 19 FEET NORTH OF THE CENTER OF A
 SW0723'LEVEE, 43 FEET SOUTH OF AN EAST-WEST FENCE, 102 FEET SOUTHWEST OF A
 SW0723'FENCE CORNER, 5 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 6 FEET
 SW0723'EAST OF A WHITE WITNESS POST.
 SW0723'
 SW0723'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURKE NO 1 1957, SET IN
 SW0723'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 SW0723'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS IN AN EAST-WEST FENCE
 SW0723'LINE.
 SW0723'
 SW0723'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURKE NO 2 1957, SET IN
 SW0723'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 SW0723'ABOVE THE SURFACE OF THE GROUND.  IT IS IN AN EAST-WEST FENCE LINE.
 SW0723
 SW0723                          STATION RECOVERY (1958)
 SW0723
 SW0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SW0723'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 SW0723'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 SW0723'
 SW0723'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 SW0723
 SW0723                          STATION RECOVERY (1964)
 SW0723
 SW0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SW0723'MOST OF THE TIES MADE IN THE ORIGINAL DESCRIPTION ARE NO LONGER OF
 SW0723'ANY VALUE.  THERE IS AN OVERPASS OVER INTERSTATE HIGHWAY 90 AT THE
 SW0723'POINT WHERE BURKE JUNCTION WAS.  THIS OVERPASS IS 11 MILES NORTHEAST
 SW0723'ON INTERSTATE HIGHWAY 90 FROM THE EAST END OF THE STEEL SECTION OF
 SW0723'THE BRIDGE AT VANTAGE AND 1.1 MILES SOUTHWEST OF THE INTERSECTION OF
 SW0723'INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 283 AT GEORGE.  STATION IS
 SW0723'0.65 MILE SOUTHWEST OF THIS OVERPASS.
 SW0723'
 SW0723'THE STATION MARK IS UNDER 4 FEET OF FILL, PILED ALONG THE SIDE OF A
 SW0723'CANAL.  IT IS 95 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 56 FEET
 SW0723'NORTHEAST OF THE INTERSECTION OF THE TWO CANALS, 50 FEET NORTHEAST
 SW0723'OF THE TANGENT OF 2 SIGNS (ONE ON EACH SIDE OF THE SOUTH LANE OF THE
 SW0723'FREEWAY), 37 FEET NORTHEAST OF THE EAST END OF A 3-FOOT CONCRETE
 SW0723'PIPE, 19 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 3 FEET
 SW0723'NORTHWEST OF THE BOTTOM EDGE OF THE 4-FOOT FILL.  FROM R. M. 1,
 SW0723'STATION IS 68.2 FEET S. 30-1/2 DEG W. MAGNETIC.
 SW0723'
 SW0723'REFERENCE MARK NO. 1 IS 122 FEET NORTHEAST OF THE INTERSECTION OF THE
 SW0723'CANALS, 85 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 46 FEET
 SW0723'NORTHWEST OF THE CENTER OF THE TRACK ROAD ALONG THE NORTHWEST SIDE OF
 SW0723'THE SHALLOW CANAL, 12 FEET NORTH-NORTHEAST OF THE POINT WHERE THE
 SW0723'LONG, NARROW ROCKPILE MEETS THE CLAY BANK AND 8 FEET SOUTHEAST OF THE
 SW0723'BOTTOM OF THE CLAY BANK.
 SW0723
 SW0723                          STATION RECOVERY (1967)
 SW0723
 SW0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW0723'THE STATION MARK WAS RECOVERED, BURIED 3 FEET IN DIRT ALONG A CANAL.
 SW0723'REFERENCE MARK NO. 1 WAS FOUND BUT APPEARS TO BE TILTED AND IS NO
 SW0723'LONGER IN A SUITABLE LOCATION FOR A REFERENCE MARK.  REFERENCE
 SW0723'MARK NO. 2 WAS NOT FOUND.  STATION MARK WAS RAISED 3 FEET AND 2 NEW
 SW0723'REFERENCE MARKS SET.
 SW0723'
 SW0723'THE STATION IS ABOUT 11-1/2 MILES SOUTH OF QUINCY, 6 MILE EAST OF THE
 SW0723'COLUMBIA RIVER, 1-1/2 MILES SOUTHWEST OF GEORGE, IN SECTION 12, T 18
 SW0723'N, R 23 E.
 SW0723'
 SW0723'THE STATION MARK, STAMPED BURKE 1957, 1967, IS A STANDARD DISK SET IN
 SW0723'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 95 FEET
 SW0723'NORTHWEST OF THE NORTH RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 90,
 SW0723'56 FEET NORTHEAST OF THE INTERSECTION OF TWO IRRIGATION CANALS, 37
 SW0723'FEET NORTHEAST OF THE EAST END OF A 3-FOOT CONCRETE PIPE IN THE
 SW0723'SHALLOW CANAL, AND ON THE SOUTHEAST EDGE OF THE CLAY BANK ALONG THE
 SW0723'SOUTH SIDE OF THE DEEP IRRIGATION CANAL.
 SW0723'
 SW0723'REFERENCE MARK NO. 3, STAMPED BURKE 1957 NO 3 1967, IS A STANDARD
 SW0723'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 30
 SW0723'FEET NORTH-NORTHEAST OF THE INTERSECTION OF THE TWO CANALS AND 3
 SW0723'FEET SOUTHEAST OF THE UPPER EDGE OF THE BANK OF THE DEEP CANAL.
 SW0723'
 SW0723'REFERENCE MARK NO. 4, STAMPED BURKE 1957 NO 4 1967, IS A STANDARD
 SW0723'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 4
 SW0723'FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE HIGH BANK ALONG THE DEEP
 SW0723'CANAL, ON THE SLOPE WHERE THE BANK INCREASES IN DEPTH, 4 FEET LOWER
 SW0723'THAN THE TOP OF THE BANK AND 2 FEET HIGHER THAN THE STATION.
 SW0723'
 SW0723'THE AZIMUTH MARK, WHICH WAS ALSO ESTABLISHED AT THIS TIME, IS A
 SW0723'STANDARD DISK, STAMPED BURKE 1957 AZ 2 1967, SET IN THE TOP OF THE
 SW0723'NORTHWEST WING WALL OF THE OVERPASS ON COUNTY ROAD R-SW, 0.6 MILE
 SW0723'NORTHEAST OF THE STATION AND 1.15 MILES SOUTHWEST OF GEORGE.
 SW0723'
 SW0723'REACHED FROM THE INTERCHANGE AT GEORGE, BY GOING SOUTHWEST ON
 SW0723'INTERSTATE HIGHWAY 90 FOR 1.15 MILES TO AN OVERPASS AND THE
 SW0723'AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTHWEST ON FREEWAY FOR 0.6
 SW0723'MILE TO THE STATION ON THE RIGHT ABOUT 65 YARDS NORTHWEST OF THE
 SW0723'WESTBOUND TRAFFIC LANES.  TO DRIVE INTO THE STATION, CONTINUE
 SW0723'SOUTHWEST 0.8 MILE TO THE INTERSECTION OF THE FREEWAY AND COUNTY
 SW0723'ROAD S-SW, TURN RIGHT AND GO NORTH 0.15 MILE, TURN RIGHT AND FOLLOW
 SW0723'THE TRACK ROAD ALONG THE NORTH SIDE OF A CANAL FOR 0.05 MILE, KEEP
 SW0723'LEFT, ALONG THE CANAL FOR 0.75 MILE TO THE INTERSECTION OF A DEEP
 SW0723'AND SHALLOW CANAL AND THE STATION.
 SW0723'
 SW0723'NOTE--THE ORIGINAL SURFACE MARK WAS LEFT IN PLACE AND NOW SERVES AS
 SW0723'A SECOND UNDERGROUND MARK, ABOUT 3 FEET BELOW THE SURFACE OF THE
 SW0723'CANAL BANK.
 SW0723
 SW0723                          STATION RECOVERY (1967)
 SW0723
 SW0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SW0723'1.6 MI SW FROM GEORGE.
 SW0723'THE MARK IS 95 FEET NORTHWEST OF THE NORTH RIGHT-OF-WAY FENCE OF
 SW0723'INTERSTATE HIGHWAY 90, 56 FEET NORTHEAST OF THE INTERSECTION OF TWO
 SW0723'IRRIGATION CANALS, 37 FEET NORTHEAST OF THE EAST END OF A 3 FOOT
 SW0723'CONCRETE PIPE IN THE SHALLOW CANAL AND ON THE SOUTHEAST EDGE OF A CLAY
 SW0723'BANK ALONG THE SOUTH SIDE OF THE DEEP IRRIGATION CANAL.  NOTE--
 SW0723'BURRIED AT A DEPTH OF ABOUT 3 FEET.
 SW0723
 SW0723                          STATION RECOVERY (1974)
 SW0723
 SW0723'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974 (ALB)
 SW0723'BURKE 1957 1967 GOOD
 SW0723'
 SW0723'AZ AND RM 4 OK RM3 CAP MISSING
 SW0723
 SW0723                          STATION RECOVERY (1975)
 SW0723
 SW0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 SW0723'THE STATION MARK, THE AZIMUTH MARK AND REFERENCE MARK NO. 4 WERE
 SW0723'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS FOUND WITH
 SW0723'THE DISK MISSING FROM THE CONCRETE POST.  THE POST WAS LEFT IN PLACE
 SW0723'AND REFERENCE MARK NO. 5 WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 SW0723'FOLLOWS--
 SW0723'
 SW0723'THE STATION IS ABOUT 11-1/2 MILES SOUTH OF QUINCY, 6 MILES EAST OF
 SW0723'THE COLUMBIA RIVER, 1-1/2 MILES SOUTHWEST OF GEORGE, AT THE
 SW0723'INTERSECTION OF TWO IRRIGATION CANALS ON THE NORTH SIDE OF INTERSTATE
 SW0723'HIGHWAY 90 AND IN SECTION 12, T 18 N, R 23 E.
 SW0723'
 SW0723'REACHED FROM THE INTERCHANGE AT GEORGE BY GOING SOUTHWEST ON
 SW0723'INTERSTATE HIGHWAY 90 FOR 1.15 MILES TO AN OVERPASS AND THE
 SW0723'AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTHWEST ON FREEWAY FOR 0.6
 SW0723'MILE TO THE STATION ON THE RIGHT ABOUT 65 YARDS NORTHWEST OF THE
 SW0723'WEST BOUND TRAFFIC LANES.  TO DRIVE TO THE STATION, CONTINUE
 SW0723'SOUTHWEST 0.8 MILE TO COUNTY ROAD S-SW, TURN RIGHT AND GO NORTH
 SW0723'0.15 MILE, TURN RIGHT AND FOLLOW THE TRACK ROAD ALONG THE NORTH
 SW0723'SIDE OF A CANAL FOR 0.05 MILE, KEEP LEFT, ALONG THE CANAL FOR 0.75
 SW0723'MILE TO THE INTERSECTION OF A DEEP AND SHALLOW CANAL AND THE
 SW0723'STATION.
 SW0723'
 SW0723'THE STATION MARK, STAMPED BURKE 1957 1967, IS A STANDARD DISK SET IN
 SW0723'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 90 FEET
 SW0723'NORTHWEST OF THE NORTH RIGHT-OF-WAY FENCE OF I-90, 56 FEET NORTHEAST
 SW0723'OF THE INTERSECTION OF THE TWO IRRIGATION CANALS, 37 FEET
 SW0723'NORTHEAST OF THE EAST END OF A 3-FOOT CONCRETE PIPE IN THE SHALLOW
 SW0723'CANAL, 9 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD, 2 FEET
 SW0723'NORTHEAST OF A METAL WITNESS POST AND ON THE SOUTHEAST EDGE OF THE
 SW0723'CLAY BANK ALONG THE SOUTH SIDE OF THE DEEP IRRIGATION CANAL.
 SW0723'
 SW0723'REFERENCE MARK NO. 4, STAMPED BURKE 1957 NO 4 1967, IS A STANDARD
 SW0723'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS ON
 SW0723'THE SOUTHEAST SIDE OF THE DEEP CANAL, 7 FEET SOUTHEAST OF THE
 SW0723'CENTER OF A TRACK ROAD AND 1.5 FEET HIGHER THAN THE STATION MARK.
 SW0723'(MARK MAY HAVE BEEN STRUCK BY MACHINERY SINCE THE WEST CORNER OF THE
 SW0723'MARK IS CHIPPED).
 SW0723'
 SW0723'REFERENCE MARK NO. 5, STAMPED BURKE 1957 NO 5 1975, IS A STANDARD
 SW0723'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, 16 FEET
 SW0723'EAST-SOUTHEAST OF THE INTERSECTION OF THE TWO CANALS, 12 FEET WEST OF
 SW0723'THE EAST END OF THE 3-FOOT CONCRETE PIPE IN THE SHALLOW CANAL, ON
 SW0723'LINE WITH THE SOUTHERN EDGE OF THE SHALLOW CANAL AND 3 FEET HIGHER
 SW0723'THAN STATION MARK.
 SW0723'
 SW0723'THE AZIMUTH MARK, STAMPED BURKE 1957 AZ 2 1967, IS A STANDARD DISK
 SW0723'SET IN THE TOP OF THE NORTHWEST WING WALL OF THE OVERPASS ON COUNTY
 SW0723'ROAD R-SW, 0.6 MILE NORTHEAST OF THE STATION AND 1.15 MILES SOUTHWEST
 SW0723'ALONG THE FREEWAY FROM THE OVERPASS AT GEORGE.
 SW0723'
 SW0723'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MILES
 SW0723'SOUTHWEST OF GEORGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3073 ***********************************************************************
 SY3073  DESIGNATION -  BURKE
 SY3073  PID         -  SY3073
 SY3073  STATE/COUNTY-  WA/PIERCE
 SY3073  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3073
 SY3073                         *CURRENT SURVEY CONTROL
 SY3073  ___________________________________________________________________
 SY3073* NAD 83(1991)-  47 07 44.11320(N)    122 37 54.98299(W)     ADJUSTED  
 SY3073* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 SY3073  ___________________________________________________________________
 SY3073  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 SY3073  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 SY3073
 SY3073  HORZ ORDER  -  SECOND
 SY3073
 SY3073.The horizontal coordinates were established by classical geodetic methods
 SY3073.and adjusted by the National Geodetic Survey in December 1991..
 SY3073
 SY3073.The orthometric height was scaled from a topographic map.
 SY3073
 SY3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3073
 SY3073.The geoid height was determined by GEOID03.
 SY3073
 SY3073;                    North         East     Units Scale Factor Converg.
 SY3073;SPC WA S     -   201,770.607   338,269.854   MT  0.99995965   -1 32 55.1
 SY3073;SPC WA S     -   661,975.73  1,109,807.01   sFT  0.99995965   -1 32 55.1
 SY3073;UTM  10      - 5,219,556.432   527,914.602   MT  0.99960958   +0 16 11.1
 SY3073
 SY3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3073!SPC WA S     -   0.99998470  x   0.99995965  =   0.99994435
 SY3073!UTM  10      -   0.99998470  x   0.99960958  =   0.99959428
 SY3073
 SY3073:                Primary Azimuth Mark                     Grid Az
 SY3073:SPC WA S     -  BURKE AZ MK                              176 50 36.8
 SY3073:UTM  10      -  BURKE AZ MK                              175 01 30.6
 SY3073
 SY3073|---------------------------------------------------------------------|
 SY3073| PID    Reference Object                     Distance      Geod. Az  |
 SY3073|                                                           dddmmss.s |
 SY3073| CE3406 BURKE AZ MK                                        1751741.7 |
 SY3073| CE3305 A SOUTH                                            2141702.9 |
 SY3073| CE3407 BURKE RM 1                           23.637 METERS 22225     |
 SY3073| CE3304 A NORTH                                            2404214.6 |
 SY3073| CE3408 BURKE RM 2                           28.106 METERS 35042     |
 SY3073|---------------------------------------------------------------------|
 SY3073
 SY3073                          SUPERSEDED SURVEY CONTROL
 SY3073
 SY3073  NAD 83(1986)-  47 07 44.10940(N)    122 37 54.99495(W) AD(       ) 2
 SY3073  NAD 27      -  47 07 44.75300(N)    122 37 50.53000(W) AD(       ) 2
 SY3073
 SY3073.Superseded values are not recommended for survey control.
 SY3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3073.See file dsdata.txt to determine how the superseded data were derived.
 SY3073
 SY3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2791519556(NAD 83)
 SY3073_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3073
 SY3073  HISTORY     - Date     Condition        Report By
 SY3073  HISTORY     - 1954     MONUMENTED       CGS
 SY3073  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3073
 SY3073                          STATION DESCRIPTION
 SY3073
 SY3073'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY3073'STATION IS LOCATED ON THE HIGHEST POINT OF THE TIMBER COVERED WEST
 SY3073'HUMP OF BURKE HILL, ABOUT 3 MILES SOUTH-SOUTHWEST OF STEILACOOM, 2.5
 SY3073'MILES NORTH OF FORT LEWIS AND OVERLOOKS A LARGE DRAINAGE CANAL
 SY3073'WHICH PASSES FROM SOUTH TO NORTH ALONG THE WEST BASE OF THE STATION
 SY3073'HILL.  THE PROPERTY UPON WHICH THE STATION IS LOCATED IS OWNED BY
 SY3073'THE DU PONT COMPANY, BUT LEASED, AT THIS TIME, BY THE FORT LEWIS
 SY3073'MILITARY RESERVATION.
 SY3073'
 SY3073'TO REACH FROM THE FORT LEWIS RAILROAD STATION, DRIVE WEST ON U.S.
 SY3073'HIGHWAY 99 FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT, CROSS
 SY3073'RAILROAD TRACKS, AND TAKE RIGHT FORK TOWARD STEILACOOM FOR 1.2 MILES
 SY3073'TO Y-FORKS.  KEEP LEFT FORK AND DRIVE 0.2 MILE TO A T-ROAD LEFT*.
 SY3073'TURN LEFT AND CONTINUE 0.5 MILE TO BRIDGE CROSSING DRAINAGE CANAL.
 SY3073'CROSS BRIDGE, TURN RIGHT, AND DRIVE NORTH FOR 1.2 MILES TO THREE (3)
 SY3073'FORKS, WHICH ARE ABOUT 300 YARDS NORTHEAST OF CANAL SPILLWAY.  TURN
 SY3073'SHARP RIGHT ON EXTREME RIGHT FORK AND DRIVE 0.05 MILE TO END OF
 SY3073'ROAD AT CANAL BANK.  WITH A 4-WHEEL-DRIVE VEHICLE, DRIVE SOUTH ON
 SY3073'DIM TRACK ROAD FOR 0.2 MILE TO A STEEP ROAD LEADING UP BLUFF.  KEEP
 SY3073'RIGHT AND CONTINUE SOUTH ON OLD ROAD LEADING ALONG BASE OF BLUFF FOR
 SY3073'0.2 MILE, THENCE TURN LEFT AND CONTINUE EAST ON ROAD UP HILL FOR
 SY3073'0.15 MILE TO HIGHEST POINT AND THE STATION ON THE RIGHT.  *TO REACH
 SY3073'THE AZIMUTH MARK, CONTINUE STRAIGHT AHEAD, NORTH, FOR 0.6 MILE TO
 SY3073'A T-ROAD LEFT.  TURN LEFT AND DRIVE WEST FOR 0.35 MILE TO THE MARK
 SY3073'ON THE RIGHT.
 SY3073'
 SY3073'ALL SURFACE MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 SY3073'POSTS WHICH ARE 10 INCHES SQUARE AND PROJECT 5 INCHES ABOVE THE
 SY3073'SURFACE OF THE GROUND.
 SY3073'
 SY3073'SURFACE STATION MARK, STAMPED BURKE 1954, IS 50 FEET SOUTH OF WOODS
 SY3073'ROAD AND 2.65 FEET NORTHEAST OF A STANDARD WITNESS POST.
 SY3073'
 SY3073'UNDERGROUND STATION MARK, STAMPED BURKE 1954, IS SET IN THE TOP OF
 SY3073'A MASS OF CONCRETE ABOUT 36 INCHES BELOW THE SURFACE OF THE GROUND,
 SY3073'ITS CENTER BEING PLUMB WITH THE CENTER OF THE SURFACE STATION MARK.
 SY3073'
 SY3073'REFERENCE MARK 1, STAMPED BURKE NO 1 1954, IS ABOUT THE SAME
 SY3073'ELEVATION AS THE STATION MARK AND 2 FEET WEST OF A STANDARD
 SY3073'WITNESS POST.
 SY3073'
 SY3073'REFERENCE MARK 2, STAMPED BURKE NO 2 1954, IS ABOUT 2 FEET LOWER IN
 SY3073'ELEVATION THAN THE STATION MARK AND 14 FEET NORTH-NORTHWEST OF THE
 SY3073'CENTERLINE OF WOODS ROAD.
 SY3073'
 SY3073'AZIMUTH MARK, STAMPED BURKE 1954, IS 17 FEET NORTH OF THE CENTERLINE
 SY3073'OF A BLADED ROAD WHICH LIES IN AN EAST-WEST DIRECTION ALONG THE
 SY3073'SOUTH BASE OF THE STATION HILL AND 3 FEET EAST-NORTHEAST OF A
 SY3073'STANDARD WITNESS POST.
 SY3073'
 SY3073'OBSERVATIONS WERE MADE FROM A 103-FOOT STEEL TOWER.
 SY3073
 SY3073                          STATION RECOVERY (1958)
 SY3073
 SY3073'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3073'STATION MARK AND RMS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH
 SY3073'THE FOLLOWING REVISIONS TO BE ADDED TO THE DESCRIPTION, AT POINT
 SY3073'WHERE ROAD ENDS AT CANAL BANK, GO SOUTH FOR 0.2 MILE TO A T ROAD,
 SY3073'TURN LEFT AND GO FOR .35 MILE TO HIGHEST POINT OF THE HILL AND
 SY3073'STATION ON THE RIGHT, MARK IS LOCATED 25 FT. SOUTH OF CENTER-LINE OF
 SY3073'THE ROAD.
 SY3073'
 SY3073'TOWER REQUIRED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1290 ***********************************************************************
 SX1290  DESIGNATION -  BURKE
 SX1290  PID         -  SX1290
 SX1290  STATE/COUNTY-  WA/KING
 SX1290  USGS QUAD   -  ENUMCLAW (1993)
 SX1290
 SX1290                         *CURRENT SURVEY CONTROL
 SX1290  ___________________________________________________________________
 SX1290* NAD 83(1991)-  47 14 51.14838(N)    121 53 42.25521(W)     ADJUSTED  
 SX1290* NAVD 88     -       793.     (meters)    2602.     (feet)  SCALED    
 SX1290  ___________________________________________________________________
 SX1290  LAPLACE CORR-          20.43  (seconds)                    DEFLEC99
 SX1290  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SX1290
 SX1290  HORZ ORDER  -  FIRST
 SX1290
 SX1290.The horizontal coordinates were established by classical geodetic methods
 SX1290.and adjusted by the National Geodetic Survey in December 1991..
 SX1290
 SX1290.The orthometric height was scaled from a topographic map.
 SX1290
 SX1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1290
 SX1290.The geoid height was determined by GEOID03.
 SX1290
 SX1290;                    North         East     Units Scale Factor Converg.
 SX1290;SPC WA N     -    28,076.990   419,620.204   MT  1.00005664   -0 47 25.7
 SX1290;SPC WA N     -    92,115.92  1,376,703.95   sFT  1.00005664   -0 47 25.7
 SX1290;SPC WA S     -   213,705.947   394,394.996   MT  0.99998150   -1 00 48.1
 SX1290;SPC WA S     -   701,133.59  1,293,944.25   sFT  0.99998150   -1 00 48.1
 SX1290;UTM  10      - 5,233,265.110   583,613.709   MT  0.99968592   +0 48 41.0
 SX1290
 SX1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1290!SPC WA N     -   0.99987907  x   1.00005664  =   0.99993571
 SX1290!SPC WA S     -   0.99987907  x   0.99998150  =   0.99986058
 SX1290!UTM  10      -   0.99987907  x   0.99968592  =   0.99956503
 SX1290
 SX1290:                Primary Azimuth Mark                     Grid Az
 SX1290:SPC WA N     -  PINNACLE                                 216 41 03.9
 SX1290:SPC WA S     -  PINNACLE                                 216 54 26.3
 SX1290:UTM  10      -  PINNACLE                                 215 04 57.2
 SX1290
 SX1290|---------------------------------------------------------------------|
 SX1290| PID    Reference Object                     Distance      Geod. Az  |
 SX1290|                                                           dddmmss.s |
 SX1290| SX1292 PINNACLE                            APPROX.10.1 KM 2155338.2 |
 SX1290| CF4174 BURKE RM                             13.643 METERS 22246     |
 SX1290| SX1282 ENUMCLAW SACRED HEART CATHOLIC CH C APPROX. 8.8 KM 2365204.5 |
 SX1290| SX1285 ENUMCLAW S FLAGPOLE                 APPROX. 8.4 KM 2383105.1 |
 SX1290| SX1286 ENUMCLAW GRAMMAR SCH PIPE CHIM      APPROX. 8.8 KM 2384924.2 |
 SX1290| SX1280 ENUMCLAW N FLAGPOLE                 APPROX. 8.3 KM 2392717.1 |
 SX1290| SX1283 ENUMCLAW HIGH SCHOOL CHIMNEY        APPROX. 8.4 KM 2393631.1 |
 SX1290|---------------------------------------------------------------------|
 SX1290
 SX1290                          SUPERSEDED SURVEY CONTROL
 SX1290
 SX1290  NAD 83(1986)-  47 14 51.13808(N)    121 53 42.26801(W) AD(       ) 1
 SX1290  NAD 27      -  47 14 51.77200(N)    121 53 37.86600(W) AD(       ) 1
 SX1290
 SX1290.Superseded values are not recommended for survey control.
 SX1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1290.See file dsdata.txt to determine how the superseded data were derived.
 SX1290
 SX1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8361433265(NAD 83)
 SX1290
 SX1290  HISTORY     - Date     Condition        Report By
 SX1290  HISTORY     - 1937     MONUMENTED       WAGS
 SX1290
 SX1290                          STATION DESCRIPTION
 SX1290
 SX1290'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1290'STATION REACHED FROM KRAIN BY GOING E ON ROAD TOWARDS CUMBERLAND
 SX1290'2.2 MILES, TURN RIGHT AND GO 1.0 MILE (CROSSING RAILROAD AT
 SX1290'VEAZIE SIDING), TURN LEFT AND GO 1.6 MILES TO A FORK, TAKE RIGHT
 SX1290'FORK AND GO ABOUT 1/2 MILE TO LAST HOUSE.  FROM HOUSE STATION
 SX1290'IS TO THE E ON THE LITTLE RIDGE RUNNING SW FROM THE MAIN
 SX1290'SADDLE.  FROM THE HOUSE GO E PICKING YOUR WAY THROUGH THE BRUSH
 SX1290'GOING ABOUT STRAIGHT FOR THE SADDLE UNTIL YOU GET RIGHT UNDER
 SX1290'THE RIDGE, THEN SWING TO THE RIGHT AND COME UP AROUND THE S
 SX1290'SIDE TO THE TOP.  TWO HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0725 ***********************************************************************
 SW0725  DESIGNATION -  BURKE RM 1
 SW0725  PID         -  SW0725
 SW0725  STATE/COUNTY-  WA/GRANT
 SW0725  USGS QUAD   -  EVERGREEN RIDGE (1966)
 SW0725
 SW0725                         *CURRENT SURVEY CONTROL
 SW0725  ___________________________________________________________________
 SW0725* NAD 83(1986)-  47 03 57.     (N)    119 53 07.     (W)     SCALED    
 SW0725* NAVD 88     -       376.844  (meters)    1236.36   (feet)  ADJUSTED  
 SW0725  ___________________________________________________________________
 SW0725  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SW0725  DYNAMIC HT  -         376.865 (meters)    1236.43  (feet)  COMP
 SW0725  MODELED GRAV-     980,659.3   (mgal)                       NAVD 88
 SW0725
 SW0725  VERT ORDER  -  SECOND    CLASS 0
 SW0725
 SW0725.The horizontal coordinates were scaled from a topographic map and have
 SW0725.an estimated accuracy of +/- 6 seconds.
 SW0725
 SW0725.The orthometric height was determined by differential leveling
 SW0725.and adjusted by the National Geodetic Survey in June 1991..
 SW0725
 SW0725.The geoid height was determined by GEOID03.
 SW0725
 SW0725.The dynamic height is computed by dividing the NAVD 88
 SW0725.geopotential number by the normal gravity value computed on the
 SW0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0725.degrees latitude (g = 980.6199 gals.).
 SW0725
 SW0725.The modeled gravity was interpolated from observed gravity values.
 SW0725
 SW0725;                    North         East    Units  Estimated Accuracy
 SW0725;SPC WA S     -   192,750.      546,690.      MT  (+/- 180 meters Scaled)
 SW0725
 SW0725                          SUPERSEDED SURVEY CONTROL
 SW0725
 SW0725  NGVD 29 (??/??/92)  375.716  (m)         1232.66   (f) ADJ UNCH    2 0
 SW0725
 SW0725.Superseded values are not recommended for survey control.
 SW0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0725.See file dsdata.txt to determine how the superseded data were derived.
 SW0725
 SW0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN809165(NAD 83)
 SW0725_MARKER: DR = REFERENCE MARK DISK
 SW0725_SETTING: 0 = UNSPECIFIED SETTING
 SW0725_STAMPING: BURKE NO 1 1957
 SW0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0725
 SW0725  HISTORY     - Date     Condition        Report By
 SW0725  HISTORY     - 1957     MONUMENTED       CGS
 SW0725  HISTORY     - 1967     POOR             NGS
 SW0725
 SW0725                          STATION DESCRIPTION
 SW0725
 SW0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0725'1.7 MI SW FROM GEORGE.
 SW0725'THE MARK IS 122 FEET NORTHEAST OF THE INTERSECTION OF A DEEP AND
 SW0725'SHALLOW IRRIGATION CANAL, 85 FEET NORTHWEST OF THE FREEWAY
 SW0725'RIGHT-OF-WAY FENCE, 46 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD
 SW0725'ALONG THE NORTHWEST SIDE OF THE SHALLOW CANAL, 12 FEET NORTH-NORTHEAST
 SW0725'OF A POINT WHERE THE LONG, NARROW ROCK PILE MEETS THE CLAY BANK AND 8
 SW0725'FEET SOUTHEAST OF A BOTTOM OF A CLAY BANK.  THE MARK IS 68 FEET
 SW0725'NORTHEAST OF TRIANGULATION STATION BURKE.  NOTE-- THE MARK APPEARS TO
 SW0725'BE TILTED SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0722 ***********************************************************************
 SW0722  DESIGNATION -  BURKE RM 2
 SW0722  PID         -  SW0722
 SW0722  STATE/COUNTY-  WA/GRANT
 SW0722  USGS QUAD   -  EVERGREEN RIDGE (1966)
 SW0722
 SW0722                         *CURRENT SURVEY CONTROL
 SW0722  ___________________________________________________________________
 SW0722* NAD 83(1986)-  47 03 57.     (N)    119 53 07.     (W)     SCALED    
 SW0722* NAVD 88     -       376.803  (meters)    1236.23   (feet)  ADJUSTED  
 SW0722  ___________________________________________________________________
 SW0722  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SW0722  DYNAMIC HT  -         376.824 (meters)    1236.30  (feet)  COMP
 SW0722  MODELED GRAV-     980,659.3   (mgal)                       NAVD 88
 SW0722
 SW0722  VERT ORDER  -  SECOND    CLASS 0
 SW0722
 SW0722.The horizontal coordinates were scaled from a topographic map and have
 SW0722.an estimated accuracy of +/- 6 seconds.
 SW0722
 SW0722.The orthometric height was determined by differential leveling
 SW0722.and adjusted by the National Geodetic Survey in June 1991..
 SW0722
 SW0722.The geoid height was determined by GEOID03.
 SW0722
 SW0722.The dynamic height is computed by dividing the NAVD 88
 SW0722.geopotential number by the normal gravity value computed on the
 SW0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0722.degrees latitude (g = 980.6199 gals.).
 SW0722
 SW0722.The modeled gravity was interpolated from observed gravity values.
 SW0722
 SW0722;                    North         East    Units  Estimated Accuracy
 SW0722;SPC WA S     -   192,750.      546,690.      MT  (+/- 180 meters Scaled)
 SW0722
 SW0722                          SUPERSEDED SURVEY CONTROL
 SW0722
 SW0722  NGVD 29 (??/??/92)  375.675  (m)         1232.53   (f) ADJ UNCH    2 0
 SW0722
 SW0722.Superseded values are not recommended for survey control.
 SW0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0722.See file dsdata.txt to determine how the superseded data were derived.
 SW0722
 SW0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN809165(NAD 83)
 SW0722_MARKER: DR = REFERENCE MARK DISK
 SW0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0722_STAMPING: BURKE NO 2 1957
 SW0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0722+STABILITY: SURFACE MOTION
 SW0722
 SW0722  HISTORY     - Date     Condition        Report By
 SW0722  HISTORY     - 1957     MONUMENTED       CGS
 SW0722  HISTORY     - 1958     GOOD             NGS
 SW0722  HISTORY     - 1967     MARK NOT FOUND   NGS
 SW0722
 SW0722                          STATION DESCRIPTION
 SW0722
 SW0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SW0722'11.7 MI NE FROM VANTAGE.
 SW0722'TO REACH THE STATION FROM BURKE JUNCTION, GO SOUTHWEST ON U.S. HIGHWAY
 SW0722'10 FOR 0.65 MILE TO A LARGE SIGNBOARD AND A TRACK ROAD ON THE RIGHT.
 SW0722'THIS ROAD IS 11.7 MILES NORTH AND NORTHEAST ALONG HIGHWAY 10 FROM THE
 SW0722'POST OFFICE IN VANTAGE.  TURN RIGHT ON THE TRACK ROAD, PASS AROUND THE
 SW0722'END OF A LEVEE, AND GO SOUTHWEST FOR 0.05 MILE TO THE MARK ON THE
 SW0722'RIGHT.  IT IS IN AN EAST-WEST FENCE LINE AND IN THE TOP OF A 12 INCH
 SW0722'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF
 SW0722'THE GROUND.  NOTE-- IRRIGATION CANAL CONSTRD IN AREA.
 SW0722
 SW0722                          STATION RECOVERY (1967)
 SW0722
 SW0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SW0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2887 ***********************************************************************
 SY2887  DESIGNATION -  BURLEY
 SY2887  PID         -  SY2887
 SY2887  STATE/COUNTY-  WA/PIERCE
 SY2887  USGS QUAD   -  OLALLA (1994)
 SY2887
 SY2887                         *CURRENT SURVEY CONTROL
 SY2887  ___________________________________________________________________
 SY2887* NAD 83(1991)-  47 23 53.11544(N)    122 36 02.16090(W)     ADJUSTED  
 SY2887* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 SY2887  ___________________________________________________________________
 SY2887  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 SY2887  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 SY2887
 SY2887  HORZ ORDER  -  SECOND
 SY2887
 SY2887.The horizontal coordinates were established by classical geodetic methods
 SY2887.and adjusted by the National Geodetic Survey in December 1991..
 SY2887
 SY2887.The orthometric height was scaled from a topographic map.
 SY2887
 SY2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2887
 SY2887.The geoid height was determined by GEOID03.
 SY2887
 SY2887;                    North         East     Units Scale Factor Converg.
 SY2887;SPC WA S     -   231,620.719   341,443.556   MT  1.00001546   -1 31 33.1
 SY2887;SPC WA S     -   759,908.98  1,120,219.40   sFT  1.00001546   -1 31 33.1
 SY2887;SPC WA N     -    45,792.257   366,599.329   MT  1.00002057   -1 18 56.8
 SY2887;SPC WA N     -   150,236.76  1,202,751.30   sFT  1.00002057   -1 18 56.8
 SY2887;UTM  10      - 5,249,481.009   530,138.307   MT  0.99961116   +0 17 38.4
 SY2887
 SY2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2887!SPC WA S     -   0.99998501  x   1.00001546  =   1.00000047
 SY2887!SPC WA N     -   0.99998501  x   1.00002057  =   1.00000558
 SY2887!UTM  10      -   0.99998501  x   0.99961116  =   0.99959618
 SY2887
 SY2887|---------------------------------------------------------------------|
 SY2887| PID    Reference Object                     Distance      Geod. Az  |
 SY2887|                                                           dddmmss.s |
 SY2887| CE3410 BURLEY RM 1                          34.324 METERS 05350     |
 SY2887| CE3411 BURLEY RM 2                          36.603 METERS 11557     |
 SY2887| SY2948 RUSTON AMERICAN SMELTING STACK      APPROX.13.3 KM 1475311.1 |
 SY2887| CE3409 BURLEY AZ MK                                       2253105.2 |
 SY2887|---------------------------------------------------------------------|
 SY2887
 SY2887                          SUPERSEDED SURVEY CONTROL
 SY2887
 SY2887  NAD 83(1986)-  47 23 53.10994(N)    122 36 02.17106(W) AD(       ) 2
 SY2887  NAD 27      -  47 23 53.76100(N)    122 35 57.69200(W) AD(       ) 2
 SY2887
 SY2887.Superseded values are not recommended for survey control.
 SY2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2887.See file dsdata.txt to determine how the superseded data were derived.
 SY2887
 SY2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3013849481(NAD 83)
 SY2887_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2887
 SY2887  HISTORY     - Date     Condition        Report By
 SY2887  HISTORY     - 1954     MONUMENTED       CGS
 SY2887  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY2887
 SY2887                          STATION DESCRIPTION
 SY2887
 SY2887'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY2887'THE STATION IS ABOUT 11-1/2 MILES (AIRLINE) SOUTH-SOUTHEAST OF
 SY2887'BREMERTON, 7 MILES (AIRLINE) NORTHWEST OF TACOMA, 2 MILES
 SY2887'SOUTHEAST OF BURLEY, AND 1-1/2 MILES NORTHEAST OF PURDY AT THE
 SY2887'HEAD OF CARR INLET.
 SY2887'
 SY2887'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 SY2887'AND 14-B IN PURDY.  GO NORTH ON STATE HIGHWAY 14 FOR 0.3 MILE TO
 SY2887'A CROSS ROAD.  TURN RIGHT, GO ABOUT 100 FEET.  TURN LEFT, UP
 SY2887'HILL, GO 1.0 MILE TO A WOODS ROAD LEFT AT TOP OF GRADE, AND A POLE
 SY2887'GATE ON THE LEFT.  PASS THROUGH GATE AND CONTINUE NORTHERLY FOR
 SY2887'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST
 SY2887'ON THE WOODS ROAD FOR 0.3 MILE TO A FORK.  TAKE LEFT FORK, GO
 SY2887'0.05 MILE TO STATION ON THE LEFT.
 SY2887'
 SY2887'STATION MARKS ARE STANDARD DISKS SET IN CONCRETE, AND STAMPED
 SY2887'BURLEY 1954.  THE SURFACE STATION MARK IS A 12 INCH BY 12 INCH
 SY2887'CONCRETE POST, AND IS 40 FEET SOUTH OF THE ROAD, 6 FEET EAST
 SY2887'OF A STANDARD WITNESS POST.  THE MARK IS ABOUT 4 FEET HIGHER
 SY2887'THAN THE ROAD BED, AND PROJECTS 2 INCHES ABOVE GROUND.  THE
 SY2887'UNDERGROUND STATION MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 SY2887'36 INCHES BELOW THE SURFACE STATION MARK.
 SY2887'
 SY2887'REFERENCE MARK 1, A STANDARD DISK SET IN A 10 INCH BY 10 INCH
 SY2887'CONCRETE POST, AND STAMPED BURLEY NO 1 1954, IS 9 FEET EAST OF
 SY2887'A WOODS ROAD.  THE MARK PROJECTS 2 INCHES ABOVE GROUND.
 SY2887'
 SY2887'REFERENCE MARK 2, A STANDARD DISK SET IN A 10 INCH BY 10 INCH
 SY2887'CONCRETE POST, AND STAMPED BURLEY NO 2 1954, IS 30 FEET
 SY2887'NORTH-NORTHEAST OF A ROAD FORK, AND 7 FEET EAST OF ROAD.  THE
 SY2887'MARK PROJECTS 4 INCHES ABOVE GROUND.
 SY2887'
 SY2887'AZIMUTH MARK, A STANDARD DISK SET IN A 10 INCH BY 10 INCH
 SY2887'CONCRETE POST, AND STAMPED BURLEY 1954, IS 145 FEET WEST OF THE
 SY2887'ROAD WHICH LEADS TO STATION, 2 FEET EAST OF A STANDARD WITNESS
 SY2887'POST, AND IS LOCATED AT THE SOUTH EDGE OF CLEARING.  THE
 SY2887'MARK PROJECTS 4 INCHES ABOVE GROUND.
 SY2887'
 SY2887'NOTE--A 116 FT. STEEL TOWER WAS USED.
 SY2887
 SY2887                          STATION RECOVERY (1960)
 SY2887
 SY2887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 SY2887'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 SY2887'AZIMUTH MARK HAS BEEN SHOVED OVER BY A TRACTOR.
 SY2887'
 SY2887'REACHED FROM WEST END OF THE NARROWS BRIDGE, GO NORTH NORTHWEST
 SY2887'ON STATE HIGHWAY 14 FOR 8.4 MILES TO JUNCTION OF 14B AT
 SY2887'PURDY.  CONTINUE AHEAD ON STATE HIGHWAY 14 FOR 0.3 MILE TO A
 SY2887'CROSS ROAD, TURN RIGHT, GO EAST ON THE NORTH SIDE OF A STANDARD
 SY2887'CHEVRON SERVICE STATION.  GO ABOUT 100 FEET KEEPING LEFT, EAST,
 SY2887'UP GRADE FOR 0.9 MILE TO A WOODS ROAD AND A POLE GATE.  THIS IS
 SY2887'ABOUT 0.05 MILE WEST OF THE TOP OF THE HILL AND ANOTHER WOODS
 SY2887'ROAD AND A POLE GATE.  GO NORTH ON THE WOODS ROAD FOR 0.4 MILE
 SY2887'TO A Y FORK.  THE AZIMUTH MARK IS ABOUT 80 YARDS WEST
 SY2887'NORTHWEST OF THIS FORK, AND IN THE SOUTHWEST PART OF AN OPEN
 SY2887'FIELD, ABOUT 10 FEET SOUTHEAST OF A WHITE WITNESS POST
 SY2887'ON A LARGE STUMP.  FROM THE Y FORK, CONTINUE ON THE ROAD GOING
 SY2887'EAST AND NORTH FOR 0.3 MILE TO REFERENCE MARK NO. 2 ON THE
 SY2887'RIGHT, EAST, SIDE OF ROAD.  STATION MARK IS ON A HUMP
 SY2887'ABOUT 6 FEET HIGH WEST OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1015 ***********************************************************************
 SB1015  DESIGNATION -  BURLEY
 SB1015  PID         -  SB1015
 SB1015  STATE/COUNTY-  WA/LEWIS
 SB1015  USGS QUAD   -  TOWER ROCK (1994)
 SB1015
 SB1015                         *CURRENT SURVEY CONTROL
 SB1015  ___________________________________________________________________
 SB1015* NAD 83(1991)-  46 24 24.69464(N)    121 51 46.27206(W)     ADJUSTED  
 SB1015* NAVD 88     -      1618.3    (meters)    5309.     (feet)  VERTCON   
 SB1015  ___________________________________________________________________
 SB1015  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 SB1015  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 SB1015
 SB1015  HORZ ORDER  -  FIRST
 SB1015
 SB1015.The horizontal coordinates were established by classical geodetic methods
 SB1015.and adjusted by the National Geodetic Survey in December 1991..
 SB1015
 SB1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1015
 SB1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1015
 SB1015.The geoid height was determined by GEOID03.
 SB1015
 SB1015;                    North         East     Units Scale Factor Converg.
 SB1015;SPC WA S     -   120,227.123   395,219.000   MT  0.99991941   -0 59 23.9
 SB1015;SPC WA S     -   394,445.15  1,296,647.67   sFT  0.99991941   -0 59 23.9
 SB1015;UTM  10      - 5,139,882.226   587,404.016   MT  0.99969390   +0 49 25.1
 SB1015
 SB1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1015!SPC WA S     -   0.99974952  x   0.99991941  =   0.99966895
 SB1015!UTM  10      -   0.99974952  x   0.99969390  =   0.99944350
 SB1015
 SB1015:                Primary Azimuth Mark                     Grid Az
 SB1015:SPC WA S     -  CISPUS LOOKOUT                           058 10 57.6
 SB1015:UTM  10      -  CISPUS LOOKOUT                           056 22 08.6
 SB1015
 SB1015|---------------------------------------------------------------------|
 SB1015| PID    Reference Object                     Distance      Geod. Az  |
 SB1015|                                                           dddmmss.s |
 SB1015| SB1011 CISPUS LOOKOUT                      APPROX.13.3 KM 0571133.7 |
 SB1015| CF4178 BURLEY RM 1                           4.953 METERS 06327     |
 SB1015| SB1010 HAMILTON BUTTES LOOKOUT             APPROX.19.8 KM 0952041.0 |
 SB1015| SB1017 SUNRISE PEAK LOOKOUT                APPROX.11.5 KM 1355458.7 |
 SB1015| SB1018 BADGER PEAK LOOKOUT                 APPROX.13.9 KM 1900920.1 |
 SB1015| CF4179 BURLEY RM 2                           6.458 METERS 29321     |
 SB1015|---------------------------------------------------------------------|
 SB1015
 SB1015                          SUPERSEDED SURVEY CONTROL
 SB1015
 SB1015  NAD 83(1991)-  46 24 24.69726(N)    121 51 46.26061(W) AD(       ) 1
 SB1015  NAD 83(1986)-  46 24 24.70610(N)    121 51 46.28047(W) AD(       ) 1
 SB1015  NAD 27      -  46 24 25.30200(N)    121 51 41.96300(W) AD(       ) 1
 SB1015  NGVD 29 (07/19/86) 1617.2    (m)         5306.     (f) VERT ANG       
 SB1015
 SB1015.Superseded values are not recommended for survey control.
 SB1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1015.See file dsdata.txt to determine how the superseded data were derived.
 SB1015
 SB1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES8740439882(NAD 83)
 SB1015_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SB1015_SETTING: 66 = SET IN ROCK OUTCROP
 SB1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB1015
 SB1015  HISTORY     - Date     Condition        Report By
 SB1015  HISTORY     - 1946     MONUMENTED       CGS
 SB1015  HISTORY     - 1964     GOOD             USGS
 SB1015
 SB1015                          STATION DESCRIPTION
 SB1015
 SB1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 SB1015'ON THE HIGHEST PART OF BURLEY MOUNTAIN ABOUT 10 MILES SOUTH
 SB1015'SOUTHEAST OF RANDLE, ABOUT 1 MILE WEST OF THE CISPUS RIVER, ABOUT
 SB1015'0.15 MILE NORTHEAST OF THE BURLEY MOUNTAIN LOOKOUT HOUSE, 255 FEET
 SB1015'NORTHEAST OF THE GARAGE, 50 FEET OF THE CENTER OF A GRADED ROAD
 SB1015'AND ON THE CREST OF THE RIDGE.  HIGHER ELEVATION IS TO THE
 SB1015'SOUTHWEST.
 SB1015'
 SB1015'TO REACH FROM THE POST OFFICE IN RANDLE.  GO EAST ON STATE
 SB1015'HIGHWAY NUMBER 5 FOR 0.1 MILE, TURN RIGHT AS PER THE SIGN READING
 SB1015'CISPUS 10 MT. ADAMS 40 AND GO SOUTH FOR 1.2 MILES, TURN LEFT AND
 SB1015'GO EAST AND SOUTH FOR 8.4 MILES, TAKE THE RIGHT HAND FORK,
 SB1015'STRAIGHT AHEAD, AND GO 0.2 MILES, CROSS OVER THE BRIDGE WHICH
 SB1015'SPANS THE CISPUS RIVER AND CONTINUE SOUTHWEST FOR 0.6 MILE, TURN
 SB1015'RIGHT, AS PER THE SIGN READING IRON CREEK 8, CISPUS LODGE 1 AND
 SB1015'GO NORTHWEST FOR 0.8 MILE, TURN LEFT, ONTO THE GREENHORN ROAD,
 SB1015'AND GO WEST FOR 1.0 MILE, TURN LEFT AS PER THE SIGN READING
 SB1015'BURLEY MT. 9-1/2 AND FOLLOW THE MAIN TRAVELED ROAD SOUTH, UP
 SB1015'GRADE, FOR 7.8 MILES, TURN LEFT AND GO NORTH FOR 0.4 MILE TO
 SB1015'THE TOP OF THE HILL THE END OF THE ROAD AND THE STATION.
 SB1015'
 SB1015'THE STATION IS A STANDARD DISK, STAMPED BURLEY 1946, SET INTO A
 SB1015'DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 2 FEET ON THE EAST SIDE.
 SB1015'
 SB1015'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BURLEY NO 1
 SB1015'1946, SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 8
 SB1015'INCHES AND IS ABOUT 4 FEET LOWER THAN THE STATION.  IT IS 11 FEET
 SB1015'EAST OF THE CREST OF THE RIDGE.
 SB1015'
 SB1015'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BURLEY NO 2
 SB1015'1946, SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 6
 SB1015'INCHES AND IS ABOUT 3 FEET LOWER THAN THE STATION.  IT IS 6 FEET
 SB1015'EAST OF THE CREST OF THE RIDGE.
 SB1015'
 SB1015'SUBSTITUTE STATION IS THE CENTER AND BASE OF A GARAGE WHICH IS
 SB1015'LOCATED ALMOST MIDWAY BETWEEN THE LOOKOUT HOUSE AND THE
 SB1015'STATION.  (PHOTO NUMBER 67V65) IT IS 6.77 METERS LOWER THAN THE
 SB1015'STATION.
 SB1015
 SB1015                          STATION RECOVERY (1964)
 SB1015
 SB1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SB1015'RECOVERED AS DESCRIBED.  RMS AGREE WITH NGS.  SUBSTITUTE
 SB1015'STATION (GARAGE) HAS BEEN DESTROYED.  NEW TO REACH FOLLOWS.
 SB1015'
 SB1015'TO REACH FROM RANDLE, GO 5.7 MI S. ON CISPUS VALLEY RD. TO T-RD.
 SB1015'RIGHT.  TURN RIGHT 4.1 MI TO T-RD.  TURN RIGHT 1 MI TO Y-RD.  TAKE
 SB1015'LEFT FORK 1 MI TO T-RD. (BURLEY MTN. RD.).  TURN LEFT 8.1 MI TO
 SB1015'T-RD. LEFT.  TURN LEFT 0.4 MI TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1111 ***********************************************************************
 TR1111  DESIGNATION -  BURLINGTON WHITE BRICK STACK
 TR1111  PID         -  TR1111
 TR1111  STATE/COUNTY-  WA/SKAGIT
 TR1111  USGS QUAD   -  MOUNT VERNON (1981)
 TR1111
 TR1111                         *CURRENT SURVEY CONTROL
 TR1111  ___________________________________________________________________
 TR1111* NAD 83(1991)-  48 28 08.96869(N)    122 19 51.80778(W)     ADJUSTED  
 TR1111* NAVD 88     -                                                        
 TR1111  ___________________________________________________________________
 TR1111  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 TR1111  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 TR1111
 TR1111  HORZ ORDER  -  THIRD
 TR1111
 TR1111.The horizontal coordinates were established by classical geodetic methods
 TR1111.and adjusted by the National Geodetic Survey in December 1991..
 TR1111
 TR1111
 TR1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1111
 TR1111.The geoid height was determined by GEOID03.
 TR1111
 TR1111;                    North         East     Units Scale Factor Converg.
 TR1111;SPC WA N     -   164,424.822   389,260.233   MT  0.99996103   -1 06 54.3
 TR1111;SPC WA N     -   539,450.44  1,277,097.95   sFT  0.99996103   -1 06 54.3
 TR1111;UTM  10      - 5,368,663.408   549,445.840   MT  0.99963004   +0 30 02.8
 TR1111
 TR1111                          SUPERSEDED SURVEY CONTROL
 TR1111
 TR1111  NAD 83(1986)-  48 28 08.97436(N)    122 19 51.81208(W) AD(       ) 4
 TR1111  NAD 27      -  48 28 09.58900(N)    122 19 47.23400(W) AD(       ) 3
 TR1111
 TR1111.Superseded values are not recommended for survey control.
 TR1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1111.See file dsdata.txt to determine how the superseded data were derived.
 TR1111
 TR1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4944668663(NAD 83)
 TR1111
 TR1111  HISTORY     - Date     Condition        Report By
 TR1111  HISTORY     - 1942     MONUMENTED       CGS
 TR1111  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TR1111  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TR1111
 TR1111                          STATION DESCRIPTION
 TR1111
 TR1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCP)
 TR1111'A LONE CYLINDRICAL STACK LOCATED AT THE SOUTHERN OUTSKIRTS OF
 TR1111'BURLINGTON, S OF THE INTERSECTION OF SHARON AND SPRUCE STREETS.  THE
 TR1111'STACK IS LOCATED AT THE REAR OF THE DARIGOLD CREAMERY AND
 TR1111'IMMEDIATELY TO THE W OF THE SMALL BOILER HOUSE, AND IS ABOUT 100
 TR1111'FEET IN HEIGHT.
 TR1111'
 TR1111'THIS IS AN INTERSECTION STATION.
 TR1111
 TR1111                          STATION RECOVERY (1977)
 TR1111
 TR1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVD)
 TR1111'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TR1111'ORIGINALLY DESCRIBED.
 TR1111'
 TR1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1111'AT BURLINGTON.
 TR1111
 TR1111                          STATION RECOVERY (1978)
 TR1111
 TR1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 TR1111'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS THE TALL,
 TR1111'CYLINDRICAL STACK IN THE SOUTHERN PART OF BURLINGTON, LOCATED AT
 TR1111'THE WEST SIDE OF THE BOILER HOUSE BEHIND A LARGE COMMERCIAL
 TR1111'BUILDING WHICH WAS THE DARIGOLD CREAMERY, BUT IS NOW OWNED BY
 TR1111'HANCOCK AND ASSOCIATES WHO LEASE SPACE IN THE BUILDING TO OTHER
 TR1111'FIRMS.  THE BUILDING AND STACK IS NOW PAINTED YELLOW AND FOR
 TR1111'RENT IS PAINTED IN LARGE LETTERS ON THE WEST SIDE OF THE STACK.
 TR1111'
 TR1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1111'IN BURLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2306 ***********************************************************************
 SY2306  DESIGNATION -  BURN
 SY2306  PID         -  SY2306
 SY2306  STATE/COUNTY-  WA/PIERCE
 SY2306  USGS QUAD   -  TACOMA SOUTH (1994)
 SY2306
 SY2306                         *CURRENT SURVEY CONTROL
 SY2306  ___________________________________________________________________
 SY2306* NAD 83(1991)-  47 13 48.94587(N)    122 29 46.67772(W)     ADJUSTED  
 SY2306* NAVD 88     -       122.6    (meters)     402.     (feet)  VERTCON   
 SY2306  ___________________________________________________________________
 SY2306  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 SY2306  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY2306
 SY2306  HORZ ORDER  -  FIRST
 SY2306
 SY2306.The horizontal coordinates were established by classical geodetic methods
 SY2306.and adjusted by the National Geodetic Survey in December 1991..
 SY2306
 SY2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2306
 SY2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2306
 SY2306.The geoid height was determined by GEOID03.
 SY2306
 SY2306;                    North         East     Units Scale Factor Converg.
 SY2306;SPC WA S     -   212,764.047   348,842.446   MT  0.99997805   -1 27 00.4
 SY2306;SPC WA S     -   698,043.38  1,144,493.92   sFT  0.99997805   -1 27 00.4
 SY2306;SPC WA N     -    26,962.136   374,067.957   MT  1.00006122   -1 14 17.2
 SY2306;SPC WA N     -    88,458.27  1,227,254.62   sFT  1.00006122   -1 14 17.2
 SY2306;UTM  10      - 5,230,875.926   538,129.262   MT  0.99961787   +0 22 11.2
 SY2306
 SY2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2306!SPC WA S     -   0.99998433  x   0.99997805  =   0.99996238
 SY2306!SPC WA N     -   0.99998433  x   1.00006122  =   1.00004555
 SY2306!UTM  10      -   0.99998433  x   0.99961787  =   0.99960221
 SY2306
 SY2306:                Primary Azimuth Mark                     Grid Az
 SY2306:SPC WA S     -  DASH PT RAD STA KMO MAST                 044 06 42.2
 SY2306:SPC WA N     -  DASH PT RAD STA KMO MAST                 043 53 59.0
 SY2306:UTM  10      -  DASH PT RAD STA KMO MAST                 042 17 30.6
 SY2306
 SY2306|---------------------------------------------------------------------|
 SY2306| PID    Reference Object                     Distance      Geod. Az  |
 SY2306|                                                           dddmmss.s |
 SY2306| SY2752 DASH PT RAD STA KMO MAST            APPROX.11.1 KM 0423941.8 |
 SY2306| SY2333 BURN 1905 AZ MK 2                   APPROX. 0.7 KM 0584226.8 |
 SY2306| SY2541 FIFE FAA FLIGHT SERV W TWR          APPROX.11.8 KM 0714331.5 |
 SY2306| SY2540 FIFE FAA FLIGHT SERV E TWR          APPROX.11.8 KM 0714506.2 |
 SY2306| SY2305 TACOMA HOLY ROSARY CH SPIRE         APPROX. 4.3 KM 0852159.5 |
 SY2306| SY2332 BURN AZ MK                          APPROX. 0.7 KM 0905438.8 |
 SY2306| CE3414 BURN RM 2 OLD                        25.122 METERS 14003     |
 SY2306| CE3417 BURN RM SE                           25.132 METERS 14004     |
 SY2306| CE3416 BURN RM 3 OLD                        25.467 METERS 26544     |
 SY2306| CE3413 BURN RM 2                            19.124 METERS 27506     |
 SY2306| CE3415 BURN RM 3                            22.064 METERS 32428     |
 SY2306| CE3412 BURN RM 1 OLD                        23.515 METERS 34047     |
 SY2306| SY2948 RUSTON AMERICAN SMELTING STACK      APPROX. 7.5 KM 3533633.2 |
 SY2306|---------------------------------------------------------------------|
 SY2306
 SY2306                          SUPERSEDED SURVEY CONTROL
 SY2306
 SY2306  NAD 83(1986)-  47 13 48.94069(N)    122 29 46.69113(W) AD(       ) 1
 SY2306  NAD 27      -  47 13 49.58500(N)    122 29 42.24200(W) AD(       ) 1
 SY2306  NGVD 29 (07/19/86)  121.5    (m)          399.     (f) VERT ANG       
 SY2306
 SY2306.Superseded values are not recommended for survey control.
 SY2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2306.See file dsdata.txt to determine how the superseded data were derived.
 SY2306
 SY2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3812930876(NAD 83)
 SY2306_MARKER: DS = TRIANGULATION STATION DISK
 SY2306_SETTING: 80 = SET IN A BOULDER
 SY2306_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY2306
 SY2306  HISTORY     - Date     Condition        Report By
 SY2306  HISTORY     - 1905     MONUMENTED       CGS
 SY2306  HISTORY     - 1919     GOOD             CGS
 SY2306  HISTORY     - 1942     GOOD             CGS
 SY2306  HISTORY     - 1954     GOOD             CGS
 SY2306  HISTORY     - 1955     GOOD             CGS
 SY2306  HISTORY     - 1960     GOOD             CGS
 SY2306  HISTORY     - 1965     GOOD             CGS
 SY2306  HISTORY     - 1970     GOOD             NGS
 SY2306  HISTORY     - 1973     GOOD             NGS
 SY2306  HISTORY     - 1983     GOOD             BPA
 SY2306  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY2306
 SY2306                          STATION DESCRIPTION
 SY2306
 SY2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 SY2306'ON A PROMINENT RIDGE 2 OR 3 MILES SW OF THE CENTRAL PART OF THE
 SY2306'CITY OF TACOMA, IN A SECTION OF THE CITY CALLED OAKLAND, W OF THAT
 SY2306'PART OF THE VALLEY WHICH IN TRAVERSED BY THE NORTHERN PACIFIC RAILWAY
 SY2306'IN AN E AND W DIRECTION AND ALMOST IN LINE WITH THE E AND W
 SY2306'PORTION OF THE TRACK, ABOUT 3/4 OF A MILE FROM ITS WESTERN END.  IT
 SY2306'IS ON A SUMMIT ABOUT 1/2 MILE W OF A PROMINENT SCHOOLHOUSE, ABOUT
 SY2306'300 METERS SE OF A HOUSE, AND ABOUT 30 METERS N OF A PRIVATE ROAD
 SY2306'LEADING FROM THE HOUSE TO THE SCHOOLHOUSE, WHICH ROAD IS A
 SY2306'CONTINUATION OF PROCTOR STREET.  THE STATION CAN BE REACHED BY THE
 SY2306'AMERICAN LAKE S CAR TO PROCTOR STREET.  THE SURFACE MARK IS AN
 SY2306'OLD-TYPE STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER.  THE
 SY2306'UNDERGROUND MARK IS A 3/8-INCH COPPER BOLT 3 INCHES LONG CEMENTED IN
 SY2306'A DRILL HOLE IN A BOULDER 2 FEET BELOW THE SURFACE.  THE CROSS ON
 SY2306'THE DISK IS DIRECTLY ABOVE A CROSS ON THE COPPER BOLT AND THESE
 SY2306'CROSSES MARK THE STATION.  THREE REFERENCE MARKS ARE DRILL OR
 SY2306'PUNCH HOLES IN THE TOP OF 3/8-INCH COPPER BOLT 3 INCHES LONG,
 SY2306'WHICH ARE LEADED OR CEMENTED INTO DRILL HOLES IN ROCKS WITH THE TOP
 SY2306'OF THE BOLT FLUSH WITH THE SURFACE, AND ARE LOCATED AS
 SY2306'FOLLOWS--THE FIRST NEAR A TRAIL ALONG THE RIDGE AND 23.53 METERS FROM
 SY2306'THE STATION, N 19 DEG 16 MIN W.  THE SECOND ON THE N EDGE OF
 SY2306'THE ROAD 25.13 METERS DISTANT, S 40 DEG 59 MIN E.  AND THE
 SY2306'THIRD NEAR THE BEGINNING OF A SLOPE 25.47 METERS DISTANT,
 SY2306'S 85 DEG 34 MIN W.
 SY2306
 SY2306                          STATION RECOVERY (1942)
 SY2306
 SY2306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SY2306'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 SY2306'IN GOOD CONDITION.  THE DESCRIPTIONS SHOULD READ AS FOLLOWS.
 SY2306'
 SY2306'STATION LOCATED ON A PROMINENT RIDGE 2 OR 3 MILE SOUTHWEST OF
 SY2306'CENTRAL PART OF THE CITY OF TACOMA, IN A SECTION OF THE CITY CALLED
 SY2306'OAKLAND, WEST OF THAT PART OF THE VALLEY ALMOST IN LINE WITH THE EAST
 SY2306'AND WEST PORTION OF THE TRACK, ABOUT 3/4 OF A MILE FROM ITS WESTERN
 SY2306'END.  IT IS ON A SUMMIT ABOUT 1/2 MILE WEST OF A PROMINENT RED
 SY2306'SCHOOLHOUSE, ABOUT 100 METERS WEST OF A WHITE HOUSE WHICH BELONGS TO
 SY2306'A MRS. FLETT.
 SY2306'
 SY2306'TO REACH FROM DRUG STORE IN OAKLAND, WHICH IS ON A CENTER STREET, GO
 SY2306'0.2 MILE WEST ON AN OILED ROAD, TURN SHARP LEFT AROUND SMALL HILL
 SY2306'AND GO SOUTH 0.2 MILE TO INTERSECTION OF SOUTH 34TH STREET AND
 SY2306'TYLER AVENUE, SIGN ON MAIL BOX L.E. WEBB, HERE TURN RIGHT, WEST,
 SY2306'AND GO 0.1 MILE TO END OF TRUCK TRAVEL, JUST WEST OF A WHITE HOUSE.
 SY2306'STATION IS ABOUT 100 METERS WEST OF THIS POINT.  IT IS POSSIBLE TO
 SY2306'DRIVE ON UP RIDGE TO THE STATION BY CLEARING LOW BRUSH OUT WHICH
 SY2306'BLOCKS THE WAY.
 SY2306'
 SY2306'STATION IS A STANDARD STATION DISK IT IS ABOUT 92 FEET
 SY2306'NORTHWEST OF A POWER-LINE AND ABOUT 8 FEET SOUTHWEST OF A WHITE
 SY2306'WITNESS POST.  IT HAS BEEN DEFACED AND NOT POSSIBLE TO READ WHAT IS
 SY2306'STAMPED ON IT EXCEPT 1937, WHICH I PRESUME WAS STAMPED BY THE KING
 SY2306'CO. AERIAL SURVEY CREW.
 SY2306'
 SY2306'AZIMUTH MARK IS A STANDARD AZIMUTH DISK, CEMENTED IN DRILL HOLE IN
 SY2306'THE SIDEWALK AT THE SOUTHEAST CORNER OF THE INTERSECTION OF DURANGO
 SY2306'STREET AND WRIGHT AVENUE.  IT IS STAMPED BURN 1942.
 SY2306'
 SY2306'REFERENCE MARK, ONE REFERENCE MARK IS A STANDARD REFERENCE
 SY2306'DISK.  IT IS WEST OF AND ABOUT THE SAME LEVEL AS THE STATION.  IT IS
 SY2306'STAMPED KING CO AERIAL BURN 1936.
 SY2306'
 SY2306'REFERENCE MARK, ANOTHER REFERENCE MARK IS A COPPER BOLT WEDGED IN A
 SY2306'DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 INCHES BELOW THE SURFACE.
 SY2306'IT IS SOUTHEAST OF AND ABOUT THE SAME LEVEL AS THE STATION.
 SY2306
 SY2306                          STATION RECOVERY (1954)
 SY2306
 SY2306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY2306'THE STATION WAS RECOVERED.  A COMPLETE DESCRIPTION FOLLOWS--STATION
 SY2306'IS LOCATED ON THE SUMMIT OF A PROMINENT BRUSH COVERED RIDGE WHICH
 SY2306'LIES IN A NORTH-SOUTH DIRECTION, ABOUT 2 MILES WEST SOUTHWEST OF
 SY2306'THE CENTRAL PART OF TACOMA, 1.0 MILE EAST OF FIRCREST, 0.5 MILE WEST
 SY2306'OF THE CENTRAL PART OF A CITY NAMED OAKLAND AND 0.15 MILE SOUTH OF
 SY2306'REGENTS BLVD., WHERE THAT THOROUGHFARE TRAVERSES, EAST TO WEST,
 SY2306'THE NORTH END OF THE RIDGE.  A NEW PRESBYTERIAN CHURCH IS TO BE
 SY2306'CONSTRUCTED UPON THE SUMMIT OF THE NORTH END OF THE RIDGE, ABOUT
 SY2306'0.15 MILE NORTH OF THE STATION.
 SY2306'
 SY2306'TO REACH THE STATION FROM THE WAINRIGHT SCHOOL IN FIRCREST, DRIVE
 SY2306'SOUTH ON ALAMEDA AVENUE FOR 0.1 MILE TO A 5 STREET INTERSECTION.
 SY2306'BEAR LEFT ONTO REGENTS BLVD., DRIVE SOUTHEAST FOR 0.5 MILE TO THE
 SY2306'CROSS ROAD INTERSECTION OF ORCHARD STREET AND REGENTS BLVD.  KEEP
 SY2306'STRAIGHT AHEAD, EAST, ON REGENTS BLVD. FOR 0.3 MILE TO A POWERLINE
 SY2306'CROSSING THE ROAD AND A T-ROAD RIGHT.  TURN RIGHT, DOWN HILL, FOR
 SY2306'ABOUT 100 FEET TO A Y-FORK.  TAKE LEFT FORK, UP HILL, FOR 0.15 MILE
 SY2306'TO SUMMIT OF RIDGE, THENCE TURN RIGHT ONTO TRACK ROAD AND DRIVE
 SY2306'SOUTH ALONG CREST OF RIDGE FOR 0.1 MILE TO THE STATION ON THE
 SY2306'LEFT.
 SY2306'
 SY2306'THE STATION MARK IS A BRONZE DISK 48 FEET EAST OF THE TRACK
 SY2306'ROAD AND 35 YARDS NORTHWEST OF THE NORTHEAST POLE OF TWO WITHOUT
 SY2306'WIRES.  THE MARK HAS BEEN DEFACED AND IT IS IMPOSSIBLE TO READ WHAT
 SY2306'IS STAMPED UPON IT WITH THE EXCEPTION OF 1937.  IT IS FLUSH WITH
 SY2306'THE GROUND AND 5 FEET WEST OF A STANDARD WITNESS POST WHICH WAS SET
 SY2306'THIS YEAR.
 SY2306'
 SY2306'THE ORIGINAL REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 SY2306'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 3 WAS ESTABLISHED
 SY2306'THIS YEAR.
 SY2306'
 SY2306'REFERENCE MARK (SOUTHEAST) IS A BRONZE BOLT WEDGED IN A DRILL HOLE
 SY2306'IN A BOULDER.  THE BOLT IS ABOUT 0.25 INCH IN DIAMETER WITH A HOLE
 SY2306'IN ITS TOP CENTER AND IT IS SET ABOUT 4 INCHES BELOW THE SURFACE
 SY2306'OF THE GROUND AND 3 FEET SOUTH-SOUTHWEST OF A WHITE WITNESS POST.
 SY2306'
 SY2306'REFERENCE MARK (WEST) IS A STANDARD DISK STAMPED KING
 SY2306'CO AERIAL BURN 1938.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 SY2306'MARK, PROJECTS 6 INCHES ABOVE THE GROUND, IS 15 FEET WEST OF THE
 SY2306'TRACK ROAD AND 3 FEET NORTH OF A WHITE WITNESS POST.
 SY2306'
 SY2306'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BURN NO 3
 SY2306'1905.  IT IS ON THE WEST EDGE OF TRACK ROAD, PROJECTS 8 INCHES
 SY2306'ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 SY2306'
 SY2306'AZIMUTH MARK, A STANDARD DISK STAMPED BURN 1942, IS CEMENTED IN A
 SY2306'DRILL HOLE IN THE CENTER OF THE CONCRETE SIDEWALK AT THE SOUTHEAST
 SY2306'CORNER OF THE INTERSECTION OF DURANGO STREET AND WRIGHT AVENUE IN
 SY2306'OAKLAND.
 SY2306'
 SY2306'OBSERVATIONS WERE MADE FROM THE TOP OF A 90 FOOT TOWER.
 SY2306
 SY2306                          STATION RECOVERY (1955)
 SY2306
 SY2306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2306'THE STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WITH THE
 SY2306'EXCEPTION OF THE STATION MARK WERE FOUND TO BE IN GOOD CONDITION.
 SY2306'DEFACING OF THE STATION MARK MADE IT IMPOSSIBLE TO READ THE
 SY2306'STAMPING THEREON EXCEPT THE DATE 1937.
 SY2306'
 SY2306'A COMPLETE DESCRIPTION FOLLOWS--
 SY2306'
 SY2306'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT BRUSH-COVERED
 SY2306'RIDGE ABOUT 1 MILE EAST OF FIRCREST, 0.5 MILE WEST OF OAKLAND, AND
 SY2306'ABOUT 0.15 MILE SOUTH OF THE POINT WHERE REGENTS BOULEVARD TOUCHES
 SY2306'THE NORTH EDGE OF THE RIDGE.
 SY2306'
 SY2306'TO REACH THE STATION FROM THE OAKLAND HIGH SCHOOL GO NORTH FOR 0.1
 SY2306'MILE TO CENTER ST.  TURN LEFT ON CENTER ST. AND GO IN A WESTERLY
 SY2306'DIRECTION FOR 0.55 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.1
 SY2306'MILE TO A DIRT SIDE ROAD ON THE LEFT.  TURN LEFT ONTO THE SIDE ROAD
 SY2306'AND GO DOWN GRADE ABOUT 100 FEET TO A SIDE ROAD ON THE LEFT.  TURN
 SY2306'LEFT ONTO THE SIDE ROAD AND GO FOR 0.15 MILE TO THE CREST OF THE
 SY2306'RIDGE.  FROM THIS POINT GO SOUTH ON A DIM TRAIL FOR 0.1 MILE TO THE
 SY2306'STATION SITE IN AN OPEN AREA.
 SY2306'
 SY2306'REFERENCE MARK NO. 1 IS A BRONZE BOLT WEDGED IN A DRILL HOLE IN A
 SY2306'BOULDER.  THE BOLT IS ABOUT 0.25 OF AN INCH IN DIAMETER, MARKED BY A
 SY2306'HOLE IN THE CENTER AND SET ABOUT 4 INCHES BELOW THE SURFACE OF THE
 SY2306'GROUND AT APPROXIMATELY THE SAME ELEVATION AS THE STATION.  IT IS
 SY2306'SET 3 FEET SOUTH-SOUTHWEST OF A WHITE WITNESS POST.
 SY2306'
 SY2306'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED KING CO
 SY2306'AERIAL BURN 1938 AND PROJECTS 6 INCHES.  IT IS SET AT ABOUT THE SAME
 SY2306'ELEVATION AS THE STATION, ABOUT 15 FEET WEST OF A TRACK ROAD, AND 3
 SY2306'FEET NORTH OF A WHITE WITNESS POST.
 SY2306'
 SY2306'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BURN NO 3
 SY2306'1905 AND PROJECTS 8 INCHES.  IT IS SET AT ABOUT THE SAME ELEVATION
 SY2306'AS THE STATION ON THE WEST EDGE OF A TRACK ROAD.
 SY2306'
 SY2306'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURN 1942 AND IS
 SY2306'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE CONCRETE SIDEWALK AT
 SY2306'THE SOUTHEAST CORNER OF THE INTERSECTION OF DURANGO STREET AND
 SY2306'WRIGHT AVENUE IN OAKLAND.  THE MARK IS SET 33 FEET SOUTHEAST OF THE
 SY2306'CENTER OF THE INTERSECTION.
 SY2306
 SY2306                          STATION RECOVERY (1960)
 SY2306
 SY2306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 SY2306'DESCRIPTION OF R.A.G., 1954, IS ADEQUATE TO REACH STATION.
 SY2306'
 SY2306'STATION, AZIMUTH MARK, REFERENCE MARKS NO.2 AND NO.3 FOUND IN GOOD
 SY2306'CONDITION.
 SY2306'
 SY2306'STATION MARK IS 5.5 FEET SOUTH SOUTHWEST OF A WITNESS POST.
 SY2306'REFERENCE MARK NO.2 IS 2 FEET NORTH OF A WITNESS POST.  REFERENCE
 SY2306'MARK NO.3 IS AT THE EAST EDGE OF THE TRACK ROAD AND 1 FOOT NORTH
 SY2306'NORTHWEST OF A METAL WITNESS POST.
 SY2306
 SY2306                          STATION RECOVERY (1965)
 SY2306
 SY2306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY2306'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO.3, AND
 SY2306'THE AZIMUTH MARK WERE RECOVERED.
 SY2306'
 SY2306'THE STATION MARK IS A BATTERED STANDARD DISK SET FLUSH WITH THE
 SY2306'GROUND.  A CROSS HAS BEEN CUT IN THE DISK.
 SY2306'
 SY2306'REFERENCE MARK NO. 2 IS 43 FEET EAST OF THE CENTER OF THE TRACK
 SY2306'ROAD AND 3 FEET NORTH OF A WOODEN WITNESS POST.
 SY2306'
 SY2306'REFERENCE MARK NO. 3 IS 68 FEET EAST OF THE CENTER OF THE TRACK
 SY2306'ROAD AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 SY2306'
 SY2306'AZIMUTH MARK RECOVERED AS DESCRIBED, IN THE SIDEWALK, IN THE
 SY2306'SOUTHEAST CORNER OF THE INTERSECTION OF DURANGO STREET AND WRIGHT
 SY2306'AVENUE.
 SY2306'
 SY2306'TO REACH THE STATION FROM THE INTERSECTION OF MULLEN ST. AND CENTER
 SY2306'ST., (NEW FRONTIER BOWLING ALLEY AND RESTAURANT IN SE ANGLE OF
 SY2306'INTERSECTION), GO EAST ON CENTER ST., FOR 0.1 MILE TO A POWER LINE
 SY2306'CROSSING THE ROAD AND AN OLD ROAD RIGHT, WHICH HAS BEEN
 SY2306'BARRICADED.  FOLLOW THE OLD ROAD DOWNHILL ABOUT 35 YARDS TO FORK,
 SY2306'KEEP LEFT FORK UPHILL FOR ABOUT 240 YARDS TO THE TOP OF THE RIDGE
 SY2306'AND THE INTERSECTION OF TWO TRACK ROADS, TURN RIGHT AND GO SOUTH
 SY2306'ALONG THE TOP OF THE RIDGE FOR ABOUT 265 YARDS TO THE STATION ON THE
 SY2306'LEFT.
 SY2306
 SY2306                          STATION RECOVERY (1970)
 SY2306
 SY2306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SY2306'THE STATION MARK, REFERENCE MARKS NO. 2 AND 3 AND THE AZIMUTH MARK
 SY2306'WERE RECOVERED.  REFERENCE MARK NO. 1 WAS NOT FOUND.  THE AZIMUTH
 SY2306'MARK WAS RECOVERED IN GOOD CONDITION.
 SY2306'
 SY2306'PLANS ARE TO CUT THE WHOLE RIDGE DOWN AND BUILD LOW-RENT HOUSING.
 SY2306'VICINITY OF THE STATION WILL BE LOWERED ABOUT 15 FEET, DESTROYING
 SY2306'THE STATION MARK AND BOTH REFERENCE MARKS.  A 2 STATION ON THE RIDGE
 SY2306'WOULD NOT BE SAFE FROM DESTRUCTION.  A SECOND AZIMUTH MARK WAS
 SY2306'ESTABLISHED AND THE POSITIONS OF BOTH AZIMUTH MARKS DETERMINED, WITH
 SY2306'THE INTENTIONS OF ESTABLISHING A 2 STATION ON THE RIDGE SOMETIME
 SY2306'AFTER CONSTRUCTION IS COMPLETED.  SEE DESCRIPTIONS FOR
 SY2306'TRIANGULATION STATIONS BURN 1905 AZIMUTH MARK AND BURN 1905 AZI 2.
 SY2306'
 SY2306'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN TACOMA.
 SY2306
 SY2306                          STATION RECOVERY (1973)
 SY2306
 SY2306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2306'THE STATION MARK, REFERENCE MARKS 2 AND 3, AZIMUTH MARK, AND
 SY2306'AZIMUTH MARK 2 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1
 SY2306'WAS NOT RECOVERED AND PRESUMED DESTROYED.  THE DISTANCE AND
 SY2306'DIRECTION TO REFERENCE MARK 2 COMPARED FAVORABLY WITH PREVIOUS
 SY2306'OBSERVATIONS.  THE DIRECTION TO REFERENCE MARK 3 COMPARED FAVORABLY
 SY2306'WITH PREVIOUS OBSERVATIONS, HOWEVER THE DISTANCE WAS FOUND TO BE
 SY2306'0.016 METERS LONGER.
 SY2306'
 SY2306'DUE TO CHANGES IN THE AREA, A COMPLETE NEW DESCRIPTION FOLLOWS.
 SY2306'
 SY2306'THE STATION IS LOCATED ON THE SUMMIT OF A BRUSH COVERED RIDGE, ABOUT
 SY2306'2 MILES WEST-SOUTHWEST OF DOWNTOWN TACOMA, 1 MILE EAST OF
 SY2306'FIRCREST, AND 0.5 MILE WEST OF OAKLAND.
 SY2306'
 SY2306'TO REACH THE STATION FROM THE INTERSECTION OF 38 TH STREET AND
 SY2306'INTERSTATE HIGHWAY 5 IN TACOMA, GO WEST ON 38 TH STREET FOR 1.1
 SY2306'MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON S 19 TH STREET FOR 1
 SY2306'MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON S UNION AVE FOR 1.3
 SY2306'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON CENTER STREET FOR
 SY2306'0.45 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON TYLER STREET
 SY2306'FOR 0.05 MILE TO A PRIVATE DRIVE ON THE RIGHT.  TURN RIGHT AND
 SY2306'FOLLOW THE TRACK ROAD NORTH AND WEST FOR 0.05 MILE TO A SIDE ROAD
 SY2306'ON THE LEFT.  CONTINUE WEST ON THE TRACK ROAD FOR 0.1 MILE TO TOP OF
 SY2306'THE HILL AND THE STATION IN THE NORTHWEST ANGLE OF THE
 SY2306'INTERSECTION.
 SY2306'
 SY2306'THE STATION MARK IS A STANDARD DISK STAMPED 1937.  THE REST OF THE
 SY2306'STAMPING IS NOT LEGIBLE.  IT IS CEMENTED IN A DRILL HOLE IN A
 SY2306'BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 40.5
 SY2306'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 36.5 FEET WEST OF THE
 SY2306'CENTER OF A GRAVELED ROAD, AND 5.6 FEET SOUTHEAST OF A METAL WITNESS
 SY2306'POST WITH A SIGN ATTACHED.
 SY2306'
 SY2306'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KING CO AERIAL 1938,
 SY2306'CEMENTED IN A DRILL HOLE IN BEDROCK AND FLUSH WITH THE SURFACE OF
 SY2306'THE GROUND.  IT IS 101 FEET WEST OF THE CENTER OF THE GRAVELED
 SY2306'ROAD, 59.5 FEET WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED,
 SY2306'AND 47 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.
 SY2306'
 SY2306'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BURN NO 3 1905,
 SY2306'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SY2306'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 SY2306'100 FEET NORTH OF THE CENTER OF GRAVELED ROAD, 86.5 FEET WEST OF
 SY2306'THE CENTER OF A GRAVELED ROAD AND 66.5 FEET NORTHWEST OF A METAL
 SY2306'WITNESS POST WITH A SIGN ATTACHED.
 SY2306'
 SY2306'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURN 1942, CEMENTED IN
 SY2306'A DRILL HOLE IN A SIDEWALK AND FLUSH WITH THE SURFACE OF THE
 SY2306'SIDEWALK.  IT IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 SY2306'DURANGO STREET AND WRIGHT STREET, 21 FEET EAST OF THE CENTER OF
 SY2306'DURANGO STREET, 21 FEET SOUTH OF THE CENTER OF WRIGHT STREET, 8 FEET
 SY2306'SOUTH OF THE EDGE OF THE SIDEWALK, AND 8 FEET EAST OF THE EDGE OF
 SY2306'THE SIDEWALK.
 SY2306'
 SY2306'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED BURN NO 2 1970, CEMENTED
 SY2306'IN THE TOP OF A 6-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 2
 SY2306'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS AT THE SOUTH ONE OF
 SY2306'TWO APARTMENT BUILDINGS AT 2907 S PROCTER STREET, 45 FEET NORTHEAST
 SY2306'OF THE NORTHEAST CORNER OF THE BUILDING, 27 FEET EAST OF THE
 SY2306'SOUTHEAST CORNER OF THE BUILDING, AND 1 FOOT SOUTH-SOUTHWEST OF A
 SY2306'METAL WITNESS POST WITH A SIGN ATTACHED.
 SY2306'
 SY2306'HEIGHT OF LIGHT ABOVE STATION MARK 98.8 FEET.
 SY2306'
 SY2306'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN TACOMA.
 SY2306
 SY2306                          STATION RECOVERY (1983)
 SY2306
 SY2306'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1983 (TL)
 SY2306'U.S.C. AND G.S. 1937 RECOVERED AS DESCRIBED.
 SY2306'
 SY2306'COULD NOT READ BURN.
 SY2306
 SY2306                          STATION RECOVERY (1988)
 SY2306
 SY2306'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1116 ***********************************************************************
 SW1116  DESIGNATION -  BURN
 SW1116  PID         -  SW1116
 SW1116  STATE/COUNTY-  WA/LINCOLN
 SW1116  USGS QUAD   -  MC COY LAKE (1985)
 SW1116
 SW1116                         *CURRENT SURVEY CONTROL
 SW1116  ___________________________________________________________________
 SW1116* NAD 83(1991)-  47 52 36.43245(N)    118 09 53.95009(W)     ADJUSTED  
 SW1116* NAVD 88     -       682.2    (meters)    2238.     (feet)  VERTCON   
 SW1116  ___________________________________________________________________
 SW1116  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 SW1116  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SW1116
 SW1116  HORZ ORDER  -  SECOND
 SW1116
 SW1116.The horizontal coordinates were established by classical geodetic methods
 SW1116.and adjusted by the National Geodetic Survey in December 1991..
 SW1116
 SW1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1116
 SW1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1116
 SW1116.The geoid height was determined by GEOID03.
 SW1116
 SW1116;                    North         East     Units Scale Factor Converg.
 SW1116;SPC WA N     -   100,942.618   699,550.283   MT  0.99995107   +1 59 11.9
 SW1116;SPC WA N     -   331,175.91  2,295,107.89   sFT  0.99995107   +1 59 11.9
 SW1116;UTM  11      - 5,303,262.621   412,891.140   MT  0.99969324   -0 51 50.9
 SW1116
 SW1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1116!SPC WA N     -   0.99989607  x   0.99995107  =   0.99984714
 SW1116!UTM  11      -   0.99989607  x   0.99969324  =   0.99958934
 SW1116
 SW1116:                Primary Azimuth Mark                     Grid Az
 SW1116:SPC WA N     -  BLUE                                     032 46 47.3
 SW1116:UTM  11      -  BLUE                                     035 37 50.1
 SW1116
 SW1116|---------------------------------------------------------------------|
 SW1116| PID    Reference Object                     Distance      Geod. Az  |
 SW1116|                                                           dddmmss.s |
 SW1116| SW1107 BLUE                                APPROX. 2.3 KM 0344559.2 |
 SW1116| CF1177 BURN RM 1                            15.612 METERS 10754     |
 SW1116|---------------------------------------------------------------------|
 SW1116
 SW1116                          SUPERSEDED SURVEY CONTROL
 SW1116
 SW1116  NAD 83(1986)-  47 52 36.43921(N)    118 09 53.94639(W) AD(       ) 2
 SW1116  NAD 27      -  47 52 36.86800(N)    118 09 50.02400(W) AD(       ) 2
 SW1116  NGVD 29 (07/19/86)  681.0    (m)         2234.     (f) VERT ANG       
 SW1116
 SW1116.Superseded values are not recommended for survey control.
 SW1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1116.See file dsdata.txt to determine how the superseded data were derived.
 SW1116
 SW1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP1289103263(NAD 83)
 SW1116_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1116_SETTING: 66 = SET IN ROCK OUTCROP
 SW1116_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1116
 SW1116  HISTORY     - Date     Condition        Report By
 SW1116  HISTORY     - 1935     MONUMENTED       BOR
 SW1116  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1116
 SW1116                          STATION DESCRIPTION
 SW1116
 SW1116'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1116'STATION IS LOCATED IN SW 1/4 SEC. 32, T. 27 N., R. 37 E. WM, ABOUT
 SW1116'1/3 THE WAY DOWN HILL ON N SIDE OF GRANITE RIDGE WHICH RUNS ALONG
 SW1116'THE S SIDE OF LARGE POCKET IN HILL.  A 10-INCH CROOKED FIR TREE
 SW1116'(BLAZED FOUR SIDES) IS ABOUT 100 FEET SW OF STATION AND OLD MINE
 SW1116'TEST PIT NEAR.
 SW1116'
 SW1116'STATION IS REACHED FROM DAVENPORT, BY DRIVING N ON STATE HIGHWAY
 SW1116'22.  LEAVE HIGHWAY ON DIRT ROAD TO LEFT AT 13.7 MILES.  14.2, TAKE
 SW1116'LEFT FORK.  14.9, LEFT FORK.  15.3, PASS LOG CABIN.  16.1, RIGHT
 SW1116'THROUGH POLE GATE.  16.7, LEFT THROUGH TWO POLE GATES BACK OF
 SW1116'BARN, ACROSS ALFALFA FIELD.  16.9, THROUGH GATE.  16.95, BEAR
 SW1116'RIGHT.  17.2, ENTER OLD FIELD IN DRAW.  17.3, THROUGH POLE GATE
 SW1116'AND DOWN STEEP HILL.  17.6, CROSS ROAD AND TURN RIGHT UP HILL
 SW1116'ON WOODS ROAD.  18.3, END OF ROAD AT BIG STUMP, LEAVE CAR HERE
 SW1116'AND HIKE AROUND HILL S ABOUT 1/2 MILE BEARING DOWN TOWARD
 SW1116'RIDGE AND STATION.  AN 8-INCH PINE TREE WITH LOWER BRANCHES
 SW1116'CUT OFF STANDS ABOUT 50 FEET NE OF STATION.
 SW1116'
 SW1116'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 SW1116'RESPECTIVELY.
 SW1116'
 SW1116'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 SW1116
 SW1116                          STATION RECOVERY (1947)
 SW1116
 SW1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1116'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 SW1116'DESCRIBED BY THE U.S.B.R. IN 1935.  A NEW LOG ON HOW TO REACH THE
 SW1116'STATION IS SUBMITTED--
 SW1116'
 SW1116'STATION IS LOCATED IN THE SW 1/4 SEC. 32, T. 27 N., R. 37 E., WM,
 SW1116'ABOUT 1/3 THE WAY DOWNHILL ON THE N SIDE OF A GRANITE RIDGE WHICH
 SW1116'RUNS ALONG THE S SIDE OF A LARGE POCKET IN THE HILL.  A 10-INCH
 SW1116'CROOKED FIR TREE (BLAZED FOUR SIDES) IS ABOUT 100 FEET SW OF THE
 SW1116'STATION AND OLD MINE TEST PIT NEAR.
 SW1116'
 SW1116'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK, STAMPED
 SW1116'BURN 1935, AND IS SET ACCORDING TO NOTE 3.
 SW1116'
 SW1116'R.M. 1 IS A CROSS CHISELED INSIDE A TRIANGLE IN OUTCROPPING
 SW1116'BEDROCK AND IS SE OF THE STATION.
 SW1116'
 SW1116'TO REACH THE STATION FROM THE S END OF THE SPOKANE RIVER BRIDGE
 SW1116'(ABOUT 2.0 MILES W OF MILES AND JUST E OF THE SPOKANE RIVER MOUTH)
 SW1116'PROCEED S ALONG STATE HIGHWAY 22 FOR 11.35 MILES, TURN SHARP LEFT
 SW1116'ONTO GRAVEL ROAD AND GO 0.65 MILE AND DIRT ROAD LEFT, CONTINUE
 SW1116'STRAIGHT AHEAD ON MAIN GRAVEL ROAD AND GO 0.65 MILE AND DIRT ROAD
 SW1116'LEFT, CONTINUE STRAIGHT AHEAD ON MAIN GRAVEL ROAD AND GO 0.5
 SW1116'MILE AND GRAVEL ROAD LEFT, CONTINUE STRAIGHT AHEAD ON MAIN
 SW1116'GRAVEL ROAD AND GO 0.8 MILE, BEAR LEFT ON GRAVEL ROAD AND GO
 SW1116'2.55 MILES, TAKE LEFT FORK (GRAVEL ROAD) AND GO 0.6 MILE, TAKE
 SW1116'LEFT FORK (GRAVEL ROAD) UPHILL AND GO 0.4 MILE TO END OF TRUCK
 SW1116'TRAVEL AT A MINERS HOUSE AND SCATTERED BUILDINGS AND STATION
 SW1116'ON LEFT AND TO REAR.  FROM HERE FOLLOW TRAIL UPHILL SSE TO MINE
 SW1116'SHAFT, THEN UP SIDE OF HIGH GRANITE RIDGE IN SSE DIRECTION TO
 SW1116'TOP OF VISIBLE GRASS RIDGE (THIS OPEN GRASS RIDGE IS VISIBLE FROM
 SW1116'THE HOUSE), ABOUT 0.5 MILE DISTANT AND 900 FEET IN ELEVATION.
 SW1116'
 SW1116'A 4-FOOT STAND ANCHORED IN A ROCK CAIRN IS OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3346 ***********************************************************************
 SY3346  DESIGNATION -  BURN 1878
 SY3346  PID         -  SY3346
 SY3346  STATE/COUNTY-  WA/MASON
 SY3346  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3346
 SY3346                         *CURRENT SURVEY CONTROL
 SY3346  ___________________________________________________________________
 SY3346* NAD 83(1991)-  47 14 05.97268(N)    122 56 02.84595(W)     ADJUSTED  
 SY3346* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3346  ___________________________________________________________________
 SY3346  LAPLACE CORR-          -7.98  (seconds)                    DEFLEC99
 SY3346  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 SY3346
 SY3346  HORZ ORDER  -  THIRD
 SY3346
 SY3346.The horizontal coordinates were established by classical geodetic methods
 SY3346.and adjusted by the National Geodetic Survey in December 1991..
 SY3346
 SY3346.The orthometric height was scaled from a topographic map.
 SY3346
 SY3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3346
 SY3346.The geoid height was determined by GEOID03.
 SY3346
 SY3346;                    North         East     Units Scale Factor Converg.
 SY3346;SPC WA S     -   214,220.628   315,716.665   MT  0.99997899   -1 46 05.3
 SY3346;SPC WA S     -   702,822.18  1,035,813.76   sFT  0.99997899   -1 46 05.3
 SY3346;UTM  10      - 5,231,280.607   504,986.269   MT  0.99960031   +0 02 54.1
 SY3346
 SY3346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3346!SPC WA S     -   1.00000329  x   0.99997899  =   0.99998228
 SY3346!UTM  10      -   1.00000329  x   0.99960031  =   0.99960360
 SY3346
 SY3346                          SUPERSEDED SURVEY CONTROL
 SY3346
 SY3346  NAD 83(1986)-  47 14 05.97022(N)    122 56 02.85362(W) AD(       ) 3
 SY3346  NAD 27      -  47 14 06.62500(N)    122 55 58.35700(W) AD(       ) 3
 SY3346
 SY3346.Superseded values are not recommended for survey control.
 SY3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3346.See file dsdata.txt to determine how the superseded data were derived.
 SY3346
 SY3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0498631281(NAD 83)
 SY3346
 SY3346  HISTORY     - Date     Condition        Report By
 SY3346  HISTORY     - 1878     MONUMENTED       CGS
 SY3346  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3346  HISTORY     - 1967     MARK NOT FOUND   CGS
 SY3346
 SY3346                          STATION DESCRIPTION
 SY3346
 SY3346'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3346'RECOVERED.  THIS MARK IS AT THE EDGE OF THE LOW BANK AND WILL BE
 SY3346'LOST IN A YEAR OR SO.
 SY3346
 SY3346                          STATION RECOVERY (1967)
 SY3346
 SY3346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3346'THE STATION WAS NOT RECOVERED.  IN 1936 IT WAS REPORTED THE
 SY3346'STATION WOULD BE LOST IN A YEAR OR SO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3994 ***********************************************************************
 SY3994  DESIGNATION -  BURN 1899
 SY3994  PID         -  SY3994
 SY3994  STATE/COUNTY-  WA/KING
 SY3994  USGS QUAD   -  
 SY3994
 SY3994                         *CURRENT SURVEY CONTROL
 SY3994  ___________________________________________________________________
 SY3994* NAD 83(1991)-  47 38 08.08304(N)    122 20 43.83497(W)     ADJUSTED  
 SY3994* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 SY3994  ___________________________________________________________________
 SY3994  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 SY3994  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SY3994
 SY3994  HORZ ORDER  -  THIRD
 SY3994
 SY3994.The horizontal coordinates were established by classical geodetic methods
 SY3994.and adjusted by the National Geodetic Survey in December 1991..
 SY3994
 SY3994.The orthometric height was scaled from a topographic map.
 SY3994
 SY3994.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3994
 SY3994.The geoid height was determined by GEOID03.
 SY3994
 SY3994;                    North         East     Units Scale Factor Converg.
 SY3994;SPC WA N     -    71,781.285   386,370.744   MT  0.99997747   -1 07 33.0
 SY3994;SPC WA N     -   235,502.43  1,267,618.02   sFT  0.99997747   -1 07 33.0
 SY3994;UTM  10      - 5,276,005.077   549,164.774   MT  0.99962970   +0 29 00.9
 SY3994
 SY3994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3994!SPC WA N     -   0.99998772  x   0.99997747  =   0.99996519
 SY3994!UTM  10      -   0.99998772  x   0.99962970  =   0.99961742
 SY3994
 SY3994                          SUPERSEDED SURVEY CONTROL
 SY3994
 SY3994  NAD 83(1986)-  47 38 08.07935(N)    122 20 43.83623(W) AD(       ) 3
 SY3994  NAD 27      -  47 38 08.72500(N)    122 20 39.38100(W) AD(       ) 3
 SY3994
 SY3994.Superseded values are not recommended for survey control.
 SY3994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3994.See file dsdata.txt to determine how the superseded data were derived.
 SY3994
 SY3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4916576005(NAD 83)
 SY3994
 SY3994  HISTORY     - Date     Condition        Report By
 SY3994  HISTORY     - 1899     MONUMENTED       CGS
 SY3994  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY3994  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY3994
 SY3994                          STATION DESCRIPTION
 SY3994
 SY3994'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY3994'A MARKED STATION FORMERLY LOCATED ALONG THE E BREAK OF QUEEN ANNE
 SY3994'HILL, NEAR THE INTERSECTION OF HOWE STREET AND TAYLOR AVENUE ON A
 SY3994'SITE NOW OCCUPIED BY A LARGE APARTMENT HOUSE AT 1800 TAYLOR
 SY3994'AVENUE.  THE STATION SHOULD BE CONSIDERED DESTROYED.
 SY3994'
 SY3994'GILBERTS ORIGINAL DESCRIPTION STATES THAT THE STATION WAS MARKED
 SY3994'BY A WOODEN STAKE 3 BY 3-INCHES AND 2 FEET LONG.
 SY3994
 SY3994                          STATION RECOVERY (2002)
 SY3994
 SY3994'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2333 ***********************************************************************
 SY2333  DESIGNATION -  BURN 1905 AZ MK 2
 SY2333  PID         -  SY2333
 SY2333  STATE/COUNTY-  WA/PIERCE
 SY2333  USGS QUAD   -  TACOMA SOUTH (1994)
 SY2333
 SY2333                         *CURRENT SURVEY CONTROL
 SY2333  ___________________________________________________________________
 SY2333* NAD 83(1991)-  47 14 01.55874(N)    122 29 16.20955(W)     ADJUSTED  
 SY2333* NAVD 88     -       109.7    (meters)     360.     (feet)  VERTCON   
 SY2333  ___________________________________________________________________
 SY2333  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 SY2333  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY2333
 SY2333  HORZ ORDER  -  SECOND
 SY2333
 SY2333.The horizontal coordinates were established by classical geodetic methods
 SY2333.and adjusted by the National Geodetic Survey in December 1991..
 SY2333
 SY2333.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2333
 SY2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2333
 SY2333.The geoid height was determined by GEOID03.
 SY2333
 SY2333;                    North         East     Units Scale Factor Converg.
 SY2333;SPC WA S     -   213,137.242   349,492.963   MT  0.99997874   -1 26 38.2
 SY2333;SPC WA S     -   699,267.77  1,146,628.16   sFT  0.99997874   -1 26 38.2
 SY2333;SPC WA N     -    27,337.767   374,717.141   MT  1.00006028   -1 13 54.5
 SY2333;SPC WA N     -    89,690.66  1,229,384.49   sFT  1.00006028   -1 13 54.5
 SY2333;UTM  10      - 5,231,269.450   538,767.369   MT  0.99961847   +0 22 33.6
 SY2333
 SY2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2333!SPC WA S     -   0.99998635  x   0.99997874  =   0.99996509
 SY2333!SPC WA N     -   0.99998635  x   1.00006028  =   1.00004663
 SY2333!UTM  10      -   0.99998635  x   0.99961847  =   0.99960483
 SY2333
 SY2333:                Primary Azimuth Mark                     Grid Az
 SY2333:SPC WA S     -  BURN AZ MK                               174 37 17.1
 SY2333:SPC WA N     -  BURN AZ MK                               174 24 33.4
 SY2333:UTM  10      -  BURN AZ MK                               172 48 05.3
 SY2333
 SY2333|---------------------------------------------------------------------|
 SY2333| PID    Reference Object                     Distance      Geod. Az  |
 SY2333|                                                           dddmmss.s |
 SY2333| SY2332 BURN AZ MK                          403.358 METERS 1731038.9 |
 SY2333| SY2306 BURN                                APPROX. 0.7 KM 2384249.1 |
 SY2333|---------------------------------------------------------------------|
 SY2333
 SY2333                          SUPERSEDED SURVEY CONTROL
 SY2333
 SY2333  NAD 83(1986)-  47 14 01.55353(N)    122 29 16.22292(W) AD(       ) 2
 SY2333  NAD 27      -  47 14 02.19785(N)    122 29 11.77460(W) AD(       ) 2
 SY2333  NGVD 29 (07/19/86)  108.6    (m)          356.     (f) VERT ANG       
 SY2333
 SY2333.Superseded values are not recommended for survey control.
 SY2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2333.See file dsdata.txt to determine how the superseded data were derived.
 SY2333
 SY2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3876731269(NAD 83)
 SY2333_MARKER: DZ = AZIMUTH MARK DISK
 SY2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY2333+STABILITY: SURFACE MOTION
 SY2333
 SY2333  HISTORY     - Date     Condition        Report By
 SY2333  HISTORY     - 1970     MONUMENTED       NGS
 SY2333  HISTORY     - 1988     GOOD             USPSQD
 SY2333  HISTORY     - 19960720 MARK NOT FOUND   USPSQD
 SY2333  HISTORY     - 20050101 MARK NOT FOUND   USPSQD
 SY2333
 SY2333                          STATION DESCRIPTION
 SY2333
 SY2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SY2333'THE STATION IS IN THE WESTERN PART OF TAKOMA, 3 BLOCKS NORTH OF
 SY2333'CENTER STREET AND 4 BLOCKS WEST OF UNION AVENUE, 25 FEET EAST OF THE
 SY2333'SOUTHEAST CORNER OF THE LOW APARTMENT BUILDING AT 2907 S. PROCTOR
 SY2333'AND ON LINE WITH THE SOUTH SIDE OF THIS APARTMENT BUILDING.  2907
 SY2333'IS THE SOUTHERN ONE OF TWO SIMILAR BUILDINGS.
 SY2333'
 SY2333'THE STATION MARK, STAMPED BURN 1905 NO 2 1970 IS AN AZIMUTH MARK
 SY2333'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  THE
 SY2333'TOP OF THE MARK IS ABOUT 2 FEET LOWER THAN THE TOP OF THE CONCRETE
 SY2333'FOUNDATION OF THE APARTMENT HOUSE.
 SY2333'
 SY2333'SEE TRIANGULATION STATION DESCRIPTION FOR BURN 1905 AZIMUTH MARK
 SY2333'FOR DESCRIPTION OF THE AZIMUTH MARK.  NO REFERENCE MARKS WERE SET.
 SY2333'
 SY2333'PRIMARY PURPOSE OF THIS STATION IS FOR ESTABLISHING A STATION TO
 SY2333'REPLACE BURN 1905 WHICH IS TO BE DESTROYED BY CONSTRUCTION.
 SY2333
 SY2333                          STATION RECOVERY (1988)
 SY2333
 SY2333'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2333'RECOVERED IN GOOD CONDITION.
 SY2333
 SY2333                          STATION RECOVERY (1996)
 SY2333
 SY2333'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2333'MARK NOT FOUND.
 SY2333
 SY2333                          STATION RECOVERY (2005)
 SY2333
 SY2333'RECOVERY NOTE BY US POWER SQUADRON 2005 (KK)
 SY2333'LOCATION IS ON THE PROPERTY OF A NEWER APARTMENT BUILDING.  LOCATION
 SY2333' 
 SY2333'APPEARS TO BE LOWER THAN DESCRIBED AND MAY HAVE BEEN REGRADED DURING
 SY2333' 
 SY2333'CONSTRUCTION.  IT IS ALSO POSSIBLE THE MARK MAY BE BURIED UNDER
 SY2333'LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1669 ***********************************************************************
 SY1669  DESIGNATION -  BURN 2
 SY1669  PID         -  SY1669
 SY1669  STATE/COUNTY-  WA/MASON
 SY1669  USGS QUAD   -  UNION (1985)
 SY1669
 SY1669                         *CURRENT SURVEY CONTROL
 SY1669  ___________________________________________________________________
 SY1669* NAD 83(1991)-  47 20 59.54809(N)    123 02 38.80976(W)     ADJUSTED  
 SY1669* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY1669  ___________________________________________________________________
 SY1669  LAPLACE CORR-          -7.65  (seconds)                    DEFLEC99
 SY1669  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 SY1669
 SY1669  HORZ ORDER  -  THIRD
 SY1669
 SY1669.The horizontal coordinates were established by classical geodetic methods
 SY1669.and adjusted by the National Geodetic Survey in December 1991..
 SY1669
 SY1669.The orthometric height was scaled from a topographic map.
 SY1669
 SY1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1669
 SY1669.The geoid height was determined by GEOID03.
 SY1669
 SY1669;                    North         East     Units Scale Factor Converg.
 SY1669;SPC WA S     -   227,248.840   307,804.224   MT  1.00000383   -1 50 52.9
 SY1669;SPC WA S     -   745,565.57  1,009,854.36   sFT  1.00000383   -1 50 52.9
 SY1669;UTM  10      - 5,244,046.527   496,668.177   MT  0.99960014   -0 01 56.8
 SY1669
 SY1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1669!SPC WA S     -   1.00000231  x   1.00000383  =   1.00000614
 SY1669!UTM  10      -   1.00000231  x   0.99960014  =   0.99960245
 SY1669
 SY1669|---------------------------------------------------------------------|
 SY1669| PID    Reference Object                     Distance      Geod. Az  |
 SY1669|                                                           dddmmss.s |
 SY1669| DD9459 BURN 2 RM                            29.320 METERS 08202     |
 SY1669| DD9460 BURN 2 WM                            33.415 METERS 12005     |
 SY1669| SY1674 NALLY                               APPROX. 0.7 KM 2685514.3 |
 SY1669| SY1677 SHARP ROOFED HOUSE EAST GABLE       APPROX. 2.1 KM 2741201.9 |
 SY1669|---------------------------------------------------------------------|
 SY1669
 SY1669                          SUPERSEDED SURVEY CONTROL
 SY1669
 SY1669  NAD 83(1986)-  47 20 59.54516(N)    123 02 38.81784(W) AD(       ) 3
 SY1669  NAD 27      -  47 21 00.21800(N)    123 02 34.27900(W) AD(       ) 3
 SY1669
 SY1669.Superseded values are not recommended for survey control.
 SY1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1669.See file dsdata.txt to determine how the superseded data were derived.
 SY1669
 SY1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9666844047(NAD 83)
 SY1669_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1669
 SY1669  HISTORY     - Date     Condition        Report By
 SY1669  HISTORY     - 1934     MONUMENTED       CGS
 SY1669  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1669  HISTORY     - 19960323 MARK NOT FOUND   USPSQD
 SY1669
 SY1669                          STATION DESCRIPTION
 SY1669
 SY1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY1669'STATION IS ON A SMALL ROUNDING POINT ON THE S SIDE OF HOOD CANAL
 SY1669'ABOUT 2.5 MILES (NAUTICAL) E OF UNION CITY AND AT THE WESTERN END
 SY1669'OF THE NARROWS.  THE HOME OF MR. SHAEFFER IS ABOUT 50 METERS TO
 SY1669'THE E.  A SMALL STREAM EMPTIES ABOUT 50 FEET TO THE E.  IT IS 15
 SY1669'FEET OUTSIDE THE HIGH-WATER LINE.
 SY1669'
 SY1669'SURFACE MARK IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD
 SY1669'DISK SET IN A 12- BY 12- BY 24-INCH BLOCK OF CONCRETE AND
 SY1669'PROJECTING 3 INCHES.
 SY1669'
 SY1669'SUBSURFACE MARK IS MARKED, AS DESCRIBED IN NOTE 7A, BY A STANDARD
 SY1669'DISK SET IN A MASS OF CONCRETE 30 INCHES DEEP.
 SY1669'
 SY1669'REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 11A, BY A STANDARD
 SY1669'DISK CEMENTED IN A DRILL HOLE IN THE NW CORNER OF THE CONCRETE
 SY1669'RETAINING WALL ABOUT THE SHAEFFER LAWN.
 SY1669'
 SY1669'WITNESS MARK IS THE N END OF THE CONCRETE FENCE ON W SIDE OF
 SY1669'SHAEFFER LAWN.
 SY1669
 SY1669                          STATION RECOVERY (1967)
 SY1669
 SY1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1669'THE STATION AND REFERENCE MARK WERE NOT RECOVERED AFTER A 30
 SY1669'MINUTE SEARCH.
 SY1669
 SY1669                          STATION RECOVERY (1996)
 SY1669
 SY1669'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2332 ***********************************************************************
 SY2332  DESIGNATION -  BURN AZ MK
 SY2332  PID         -  SY2332
 SY2332  STATE/COUNTY-  WA/PIERCE
 SY2332  USGS QUAD   -  TACOMA SOUTH (1994)
 SY2332
 SY2332                         *CURRENT SURVEY CONTROL
 SY2332  ___________________________________________________________________
 SY2332* NAD 83(1991)-  47 13 48.58997(N)    122 29 13.93168(W)     ADJUSTED  
 SY2332* NAVD 88     -        96.3    (meters)     316.     (feet)  VERTCON   
 SY2332  ___________________________________________________________________
 SY2332  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 SY2332  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY2332
 SY2332  HORZ ORDER  -  SECOND
 SY2332
 SY2332.The horizontal coordinates were established by classical geodetic methods
 SY2332.and adjusted by the National Geodetic Survey in December 1991..
 SY2332
 SY2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2332
 SY2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2332
 SY2332.The geoid height was determined by GEOID03.
 SY2332
 SY2332;                    North         East     Units Scale Factor Converg.
 SY2332;SPC WA S     -   212,735.668   349,530.771   MT  0.99997803   -1 26 36.6
 SY2332;SPC WA S     -   697,950.27  1,146,752.20   sFT  0.99997803   -1 26 36.6
 SY2332;SPC WA N     -    26,936.303   374,756.439   MT  1.00006125   -1 13 52.8
 SY2332;SPC WA N     -    88,373.52  1,229,513.42   sFT  1.00006125   -1 13 52.8
 SY2332;UTM  10      - 5,230,869.424   538,817.894   MT  0.99961852   +0 22 35.2
 SY2332
 SY2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2332!SPC WA S     -   0.99998845  x   0.99997803  =   0.99996648
 SY2332!SPC WA N     -   0.99998845  x   1.00006125  =   1.00004970
 SY2332!UTM  10      -   0.99998845  x   0.99961852  =   0.99960698
 SY2332
 SY2332:                Primary Azimuth Mark                     Grid Az
 SY2332:SPC WA S     -  TACOMA HOLY ROSARY CH SPIRE              085 45 12.9
 SY2332:SPC WA N     -  TACOMA HOLY ROSARY CH SPIRE              085 32 29.1
 SY2332:UTM  10      -  TACOMA HOLY ROSARY CH SPIRE              083 56 01.1
 SY2332
 SY2332|---------------------------------------------------------------------|
 SY2332| PID    Reference Object                     Distance      Geod. Az  |
 SY2332|                                                           dddmmss.s |
 SY2332| SY2305 TACOMA HOLY ROSARY CH SPIRE         APPROX. 3.6 KM 0841836.3 |
 SY2332| SY2306 BURN                                APPROX. 0.7 KM 2705502.8 |
 SY2332| SY2333 BURN 1905 AZ MK 2                   403.358 METERS 3531040.5 |
 SY2332|---------------------------------------------------------------------|
 SY2332
 SY2332                          SUPERSEDED SURVEY CONTROL
 SY2332
 SY2332  NAD 83(1986)-  47 13 48.58476(N)    122 29 13.94509(W) AD(       ) 2
 SY2332  NAD 27      -  47 13 49.22898(N)    122 29 09.49690(W) AD(       ) 2
 SY2332  NGVD 29 (07/19/86)   95.2    (m)          312.     (f) VERT ANG       
 SY2332
 SY2332.Superseded values are not recommended for survey control.
 SY2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2332.See file dsdata.txt to determine how the superseded data were derived.
 SY2332
 SY2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3881830869(NAD 83)
 SY2332_MARKER: DZ = AZIMUTH MARK DISK
 SY2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2332
 SY2332  HISTORY     - Date     Condition        Report By
 SY2332  HISTORY     - 1942     MONUMENTED       CGS
 SY2332  HISTORY     - 1970     GOOD             NGS
 SY2332  HISTORY     - 1988     GOOD             USPSQD
 SY2332  HISTORY     - 20050101 GOOD             USPSQD
 SY2332
 SY2332                          STATION DESCRIPTION
 SY2332
 SY2332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SY2332'THE STATION IS IN THE WESTERN PART OF TACOMA, 3 BLOCKS WEST OF
 SY2332'UNION AVENUE, 1 BLOCK SOUTH OF CENTER STREET AND AT THE APPROXIMATE
 SY2332'INTERSECTION OF THE CENTER LINES OF THE EAST-WEST AND NORTH-SOUTH
 SY2332'SIDEWALKS IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF DURANGO
 SY2332'AND WRIGHT STREETS.
 SY2332'
 SY2332'THE STATION MARK, STAMPED BURN 1942, IS AN AZIMUTH MARK DISK SET
 SY2332'FLUSH WITH THE SURFACE OF THE CONCRETE SIDEWALK.
 SY2332'
 SY2332'SEE TRIANGULATION STATION DESCRIPTION FOR BURN 1905 AZI 2 FOR
 SY2332'DESCRIPTION OF THE AZIMUTH MARK.  NO REFERENCE MARKS WERE SET.
 SY2332'
 SY2332'PRIMARY PURPOSE OF THIS STATION IS FOR ESTABLISHING A STATION TO
 SY2332'REPLACE BURN 1905 WHICH IS TO BE DESTROYED BY CONSTRUCTION.
 SY2332
 SY2332                          STATION RECOVERY (1988)
 SY2332
 SY2332'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2332'RECOVERED IN GOOD CONDITION.
 SY2332
 SY2332                          STATION RECOVERY (2005)
 SY2332
 SY2332'RECOVERY NOTE BY US POWER SQUADRON 2005 (KK)
 SY2332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2695 ***********************************************************************
 SC2695  DESIGNATION -  BURNER A
 SC2695  PID         -  SC2695
 SC2695  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2695  USGS QUAD   -  HOQUIAM (1994)
 SC2695
 SC2695                         *CURRENT SURVEY CONTROL
 SC2695  ___________________________________________________________________
 SC2695* NAD 83(1991)-  46 58 11.74171(N)    123 53 29.94578(W)     ADJUSTED  
 SC2695* NAVD 88     -                                                        
 SC2695  ___________________________________________________________________
 SC2695  LAPLACE CORR-          12.78  (seconds)                    DEFLEC99
 SC2695  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SC2695
 SC2695  HORZ ORDER  -  THIRD
 SC2695
 SC2695.The horizontal coordinates were established by classical geodetic methods
 SC2695.and adjusted by the National Geodetic Survey in December 1991..
 SC2695
 SC2695
 SC2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2695
 SC2695.The geoid height was determined by GEOID03.
 SC2695
 SC2695;                    North         East     Units Scale Factor Converg.
 SC2695;SPC WA S     -   187,458.147   241,995.603   MT  0.99993714   -2 27 49.3
 SC2695;SPC WA S     -   615,018.94    793,947.24   sFT  0.99993714   -2 27 49.3
 SC2695;UTM  10      - 5,202,208.163   432,173.832   MT  0.99965654   -0 39 06.5
 SC2695
 SC2695                          SUPERSEDED SURVEY CONTROL
 SC2695
 SC2695  NAD 83(1986)-  46 58 11.73641(N)    123 53 29.94561(W) AD(       ) 4
 SC2695  NAD 27      -  46 58 12.43400(N)    123 53 25.38600(W) AD(       ) 3
 SC2695
 SC2695.Superseded values are not recommended for survey control.
 SC2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2695.See file dsdata.txt to determine how the superseded data were derived.
 SC2695
 SC2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3217402208(NAD 83)
 SC2695
 SC2695  HISTORY     - Date     Condition        Report By
 SC2695  HISTORY     - 1911     MONUMENTED       CGS
 SC2695  HISTORY     - 1935     SEE DESCRIPTION  USE
 SC2695  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2695
 SC2695                          STATION DESCRIPTION
 SC2695
 SC2695'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (GTR)
 SC2695'STATION IS A SAWDUST INCINERATOR AT HOQUIAM CITY DOCK.
 SC2695
 SC2695                          STATION RECOVERY (1935)
 SC2695
 SC2695'RECOVERY NOTE BY US ENGINEERS 1935
 SC2695'STATION WAS DESTROYED.
 SC2695
 SC2695                          STATION RECOVERY (1952)
 SC2695
 SC2695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2695'THE STATION IS DESTROYED.  THE BLAGEN MILL IS NOW LOCATED AT THE
 SC2695'SITE OF THIS STATION.  THE ONLY EXISTING BURNER AT BLAGEN MILL IS
 SC2695'NOT AT THE LOCATION OF THIS STATION.  IT IS SHOWN ON PAGE 1011 OF
 SC2695'THE LIST OF GEOGRAPHIC POSITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2607 ***********************************************************************
 SC2607  DESIGNATION -  BURNER A AND M
 SC2607  PID         -  SC2607
 SC2607  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2607  USGS QUAD   -  ABERDEEN (1994)
 SC2607
 SC2607                         *CURRENT SURVEY CONTROL
 SC2607  ___________________________________________________________________
 SC2607* NAD 83(1991)-  46 58 17.76810(N)    123 48 52.47852(W)     ADJUSTED  
 SC2607* NAVD 88     -                                                        
 SC2607  ___________________________________________________________________
 SC2607  LAPLACE CORR-          10.85  (seconds)                    DEFLEC99
 SC2607  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SC2607
 SC2607  HORZ ORDER  -  THIRD
 SC2607
 SC2607.The horizontal coordinates were established by classical geodetic methods
 SC2607.and adjusted by the National Geodetic Survey in December 1991..
 SC2607
 SC2607
 SC2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2607
 SC2607.The geoid height was determined by GEOID03.
 SC2607
 SC2607;                    North         East     Units Scale Factor Converg.
 SC2607;SPC WA S     -   187,394.824   247,862.999   MT  0.99993733   -2 24 27.7
 SC2607;SPC WA S     -   614,811.19    813,197.19   sFT  0.99993733   -2 24 27.7
 SC2607;UTM  10      - 5,202,330.368   438,038.622   MT  0.99964719   -0 35 43.8
 SC2607
 SC2607                          SUPERSEDED SURVEY CONTROL
 SC2607
 SC2607  NAD 83(1986)-  46 58 17.76386(N)    123 48 52.47847(W) AD(       ) 4
 SC2607  NAD 27      -  46 58 18.45000(N)    123 48 47.88000(W) AD(       ) 3
 SC2607
 SC2607.Superseded values are not recommended for survey control.
 SC2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2607.See file dsdata.txt to determine how the superseded data were derived.
 SC2607
 SC2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3803902330(NAD 83)
 SC2607
 SC2607  HISTORY     - Date     Condition        Report By
 SC2607  HISTORY     - 1911     MONUMENTED       CGS
 SC2607  HISTORY     - 1935     SEE DESCRIPTION  USE
 SC2607  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2607
 SC2607                          STATION DESCRIPTION
 SC2607
 SC2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (GTR)
 SC2607'STATION IS THE ANDERSON AND MIDDLETON LUMBER COMPANYS INCINERATOR.
 SC2607
 SC2607                          STATION RECOVERY (1935)
 SC2607
 SC2607'RECOVERY NOTE BY US ENGINEERS 1935
 SC2607'DESTROYED.
 SC2607
 SC2607                          STATION RECOVERY (1952)
 SC2607
 SC2607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2607'STATION HAS BEEN DESTROYED.  A NEW CONE-TYPE STEEL INCINERATOR
 SC2607'IS LOCATED IN THE VICINITY.  IT IS LISTED ON PAGE 1013 OF LIST
 SC2607'OF GEOGRAPHIC POSITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2596 ***********************************************************************
 SC2596  DESIGNATION -  BURNER B
 SC2596  PID         -  SC2596
 SC2596  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2596  USGS QUAD   -  ABERDEEN (1994)
 SC2596
 SC2596                         *CURRENT SURVEY CONTROL
 SC2596  ___________________________________________________________________
 SC2596* NAD 83(1991)-  46 58 10.18510(N)    123 52 34.43016(W)     ADJUSTED  
 SC2596* NAVD 88     -                                                        
 SC2596  ___________________________________________________________________
 SC2596  LAPLACE CORR-          12.46  (seconds)                    DEFLEC99
 SC2596  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 SC2596
 SC2596  HORZ ORDER  -  THIRD
 SC2596
 SC2596.The horizontal coordinates were established by classical geodetic methods
 SC2596.and adjusted by the National Geodetic Survey in December 1991..
 SC2596
 SC2596
 SC2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2596
 SC2596.The geoid height was determined by GEOID03.
 SC2596
 SC2596;                    North         East     Units Scale Factor Converg.
 SC2596;SPC WA S     -   187,359.798   243,165.911   MT  0.99993709   -2 27 08.9
 SC2596;SPC WA S     -   614,696.27    797,786.83   sFT  0.99993709   -2 27 08.9
 SC2596;UTM  10      - 5,202,146.883   433,346.334   MT  0.99965460   -0 38 25.9
 SC2596
 SC2596                          SUPERSEDED SURVEY CONTROL
 SC2596
 SC2596  NAD 83(1986)-  46 58 10.18010(N)    123 52 34.43011(W) AD(       ) 4
 SC2596  NAD 27      -  46 58 10.86200(N)    123 52 29.82900(W) AD(       ) 3
 SC2596
 SC2596.Superseded values are not recommended for survey control.
 SC2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2596.See file dsdata.txt to determine how the superseded data were derived.
 SC2596
 SC2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3334602147(NAD 83)
 SC2596
 SC2596  HISTORY     - Date     Condition        Report By
 SC2596  HISTORY     - 1911     MONUMENTED       CGS
 SC2596  HISTORY     - 1935     SEE DESCRIPTION  USE
 SC2596  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2596
 SC2596                          STATION DESCRIPTION
 SC2596
 SC2596'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (GTR)
 SC2596'STATION IS A SAWDUST INCINERATOR OF THE NATIONAL LUMBER AND BOX
 SC2596'COMPANY.
 SC2596
 SC2596                          STATION RECOVERY (1935)
 SC2596
 SC2596'RECOVERY NOTE BY US ENGINEERS 1935
 SC2596'STATION WAS DESTROYED.
 SC2596
 SC2596                          STATION RECOVERY (1952)
 SC2596
 SC2596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2596'STATION IS DESTROYED.  THE NATIONAL LUMBER AND BOX CO. IS NO LONGER
 SC2596'IN EXISTENCE.  RAYONIER, INC. IS NOW LOCATED AT THE STATION
 SC2596'SITE.  THERE IS NO BURNER AT THE LOCATION OF THIS STATION.  IT IS
 SC2596'SHOWN ON PAGE 1012 OF THE LIST OF GEOGRAPHIC POSITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2697 ***********************************************************************
 SC2697  DESIGNATION -  BURNER D
 SC2697  PID         -  SC2697
 SC2697  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2697  USGS QUAD   -  HOQUIAM (1994)
 SC2697
 SC2697                         *CURRENT SURVEY CONTROL
 SC2697  ___________________________________________________________________
 SC2697* NAD 83(1991)-  46 58 30.66553(N)    123 52 40.83866(W)     ADJUSTED  
 SC2697* NAVD 88     -                                                        
 SC2697  ___________________________________________________________________
 SC2697  LAPLACE CORR-          12.53  (seconds)                    DEFLEC99
 SC2697  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 SC2697
 SC2697  HORZ ORDER  -  THIRD
 SC2697
 SC2697.The horizontal coordinates were established by classical geodetic methods
 SC2697.and adjusted by the National Geodetic Survey in December 1991..
 SC2697
 SC2697
 SC2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2697
 SC2697.The geoid height was determined by GEOID03.
 SC2697
 SC2697;                    North         East     Units Scale Factor Converg.
 SC2697;SPC WA S     -   187,997.425   243,057.651   MT  0.99993776   -2 27 13.6
 SC2697;SPC WA S     -   616,788.22    797,431.64   sFT  0.99993776   -2 27 13.6
 SC2697;UTM  10      - 5,202,780.590   433,218.005   MT  0.99965481   -0 38 30.8
 SC2697
 SC2697                          SUPERSEDED SURVEY CONTROL
 SC2697
 SC2697  NAD 83(1986)-  46 58 30.66056(N)    123 52 40.83877(W) AD(       ) 4
 SC2697  NAD 27      -  46 58 31.34000(N)    123 52 36.23000(W) AD(       ) 3
 SC2697
 SC2697.Superseded values are not recommended for survey control.
 SC2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2697.See file dsdata.txt to determine how the superseded data were derived.
 SC2697
 SC2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3321802781(NAD 83)
 SC2697
 SC2697  HISTORY     - Date     Condition        Report By
 SC2697  HISTORY     - UNK      MONUMENTED
 SC2697  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2697
 SC2697                          STATION DESCRIPTION
 SC2697
 SC2697'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2697'THIS STATION WAS NOT RECOVERED.
 SC2697'
 SC2697'THE EXISTING BURNER AT A RAYONIER, INC. PLANT (FORMERLY POLSON
 SC2697'MILL) COULD NOT BE VERIFIED AS THE STATION.  THE PLANT IS IN THE
 SC2697'PROCESS OF BEING RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2613 ***********************************************************************
 SC2613  DESIGNATION -  BURNER E
 SC2613  PID         -  SC2613
 SC2613  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2613  USGS QUAD   -  ABERDEEN (1994)
 SC2613
 SC2613                         *CURRENT SURVEY CONTROL
 SC2613  ___________________________________________________________________
 SC2613* NAD 83(1991)-  46 58 31.15623(N)    123 48 29.13595(W)     ADJUSTED  
 SC2613* NAVD 88     -                                                        
 SC2613  ___________________________________________________________________
 SC2613  LAPLACE CORR-          10.76  (seconds)                    DEFLEC99
 SC2613  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 SC2613
 SC2613  HORZ ORDER  -  THIRD
 SC2613
 SC2613.The horizontal coordinates were established by classical geodetic methods
 SC2613.and adjusted by the National Geodetic Survey in December 1991..
 SC2613
 SC2613
 SC2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2613
 SC2613.The geoid height was determined by GEOID03.
 SC2613
 SC2613;                    North         East     Units Scale Factor Converg.
 SC2613;SPC WA S     -   187,787.163   248,373.279   MT  0.99993777   -2 24 10.7
 SC2613;SPC WA S     -   616,098.38    814,871.33   sFT  0.99993777   -2 24 10.7
 SC2613;UTM  10      - 5,202,738.528   438,536.095   MT  0.99964643   -0 35 26.8
 SC2613
 SC2613                          SUPERSEDED SURVEY CONTROL
 SC2613
 SC2613  NAD 83(1986)-  46 58 31.15208(N)    123 48 29.13603(W) AD(       ) 4
 SC2613  NAD 27      -  46 58 31.84000(N)    123 48 24.54000(W) AD(       ) 3
 SC2613
 SC2613.Superseded values are not recommended for survey control.
 SC2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2613.See file dsdata.txt to determine how the superseded data were derived.
 SC2613
 SC2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3853602739(NAD 83)
 SC2613
 SC2613  HISTORY     - Date     Condition        Report By
 SC2613  HISTORY     - 1911     MONUMENTED       CGS
 SC2613  HISTORY     - 1935     SEE DESCRIPTION  USE
 SC2613  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2613
 SC2613                          STATION DESCRIPTION
 SC2613
 SC2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (GTR)
 SC2613'STATION IS THE WEST AND SLADE MILL COMPANYS INCINERATOR.
 SC2613
 SC2613                          STATION RECOVERY (1935)
 SC2613
 SC2613'RECOVERY NOTE BY US ENGINEERS 1935
 SC2613'STATION LOST.
 SC2613
 SC2613                          STATION RECOVERY (1952)
 SC2613
 SC2613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2613'THE STATION IS DESTROYED.  THE WEST AND SLADE CO. IS NO LONGER
 SC2613'IN EXISTENCE.  THERE IS NO BURNER OR OTHER STRUCTURE OF THIS
 SC2613'COMPANY IN EXISTENCE AND THERE IS NO BURNER AT THE POSITION OF
 SC2613'THIS STATION.  IT IS LISTED ON PAGE 1012 OF LIST OF GEOGRAPHIC
 SC2613'POSITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2584 ***********************************************************************
 SC2584  DESIGNATION -  BURNER F
 SC2584  PID         -  SC2584
 SC2584  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2584  USGS QUAD   -  ABERDEEN (1994)
 SC2584
 SC2584                         *CURRENT SURVEY CONTROL
 SC2584  ___________________________________________________________________
 SC2584* NAD 83(1991)-  46 58 35.47779(N)    123 48 09.17327(W)     ADJUSTED  
 SC2584* NAVD 88     -                                                        
 SC2584  ___________________________________________________________________
 SC2584  LAPLACE CORR-          10.77  (seconds)                    DEFLEC99
 SC2584  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 SC2584
 SC2584  HORZ ORDER  -  THIRD
 SC2584
 SC2584.The horizontal coordinates were established by classical geodetic methods
 SC2584.and adjusted by the National Geodetic Survey in December 1991..
 SC2584
 SC2584
 SC2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2584
 SC2584.The geoid height was determined by GEOID03.
 SC2584
 SC2584;                    North         East     Units Scale Factor Converg.
 SC2584;SPC WA S     -   187,902.815   248,800.407   MT  0.99993792   -2 23 56.2
 SC2584;SPC WA S     -   616,477.82    816,272.67   sFT  0.99993792   -2 23 56.2
 SC2584;UTM  10      - 5,202,867.593   438,959.228   MT  0.99964579   -0 35 12.3
 SC2584
 SC2584                          SUPERSEDED SURVEY CONTROL
 SC2584
 SC2584  NAD 83(1986)-  46 58 35.47371(N)    123 48 09.17340(W) AD(       ) 4
 SC2584  NAD 27      -  46 58 36.17000(N)    123 48 04.58000(W) AD(       ) 3
 SC2584
 SC2584.Superseded values are not recommended for survey control.
 SC2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2584.See file dsdata.txt to determine how the superseded data were derived.
 SC2584
 SC2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3895902868(NAD 83)
 SC2584
 SC2584  HISTORY     - Date     Condition        Report By
 SC2584  HISTORY     - 1911     MONUMENTED       CGS
 SC2584  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2584
 SC2584                          STATION DESCRIPTION
 SC2584
 SC2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (GTR)
 SC2584'WILSON BROTHERS.
 SC2584
 SC2584                          STATION RECOVERY (1952)
 SC2584
 SC2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2584'THE STATION WAS DESTROYED IN 1942 WHEN THE MILL WAS DISMANTLED.  IT
 SC2584'IS LISTED ON PAGE 1012 OF LIST OF GEOGRAPHIC POSITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0609 ***********************************************************************
 SD0609  DESIGNATION -  BURNT
 SD0609  PID         -  SD0609
 SD0609  STATE/COUNTY-  WA/PACIFIC
 SD0609  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0609
 SD0609                         *CURRENT SURVEY CONTROL
 SD0609  ___________________________________________________________________
 SD0609* NAD 83(1991)-  46 16 00.09414(N)    124 04 55.78964(W)     ADJUSTED  
 SD0609* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SD0609  ___________________________________________________________________
 SD0609  LAPLACE CORR-          14.70  (seconds)                    DEFLEC99
 SD0609  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 SD0609
 SD0609  HORZ ORDER  -  SECOND
 SD0609
 SD0609.The horizontal coordinates were established by classical geodetic methods
 SD0609.and adjusted by the National Geodetic Survey in December 1991..
 SD0609
 SD0609.The orthometric height was scaled from a topographic map.
 SD0609
 SD0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0609
 SD0609.The geoid height was determined by GEOID03.
 SD0609
 SD0609;                    North         East     Units Scale Factor Converg.
 SD0609;SPC WA S     -   110,011.532   223,964.212   MT  0.99992996   -2 36 07.4
 SD0609;SPC WA S     -   360,929.50    734,789.25   sFT  0.99992996   -2 36 07.4
 SD0609;SPC OR N     -   295,061.337 2,223,918.678   MT  1.00007880   -2 32 25.5
 SD0609;SPC OR N     -   968,049.01  7,296,321.12   iFT  1.00007880   -2 32 25.5
 SD0609;UTM  10      - 5,124,248.651   416,609.263   MT  0.99968548   -0 46 55.1
 SD0609
 SD0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0609!SPC WA S     -   1.00000368  x   0.99992996  =   0.99993364
 SD0609!SPC OR N     -   1.00000368  x   1.00007880  =   1.00008248
 SD0609!UTM  10      -   1.00000368  x   0.99968548  =   0.99968916
 SD0609
 SD0609|---------------------------------------------------------------------|
 SD0609| PID    Reference Object                     Distance      Geod. Az  |
 SD0609|                                                           dddmmss.s |
 SD0609| DD9461 BURNT RM 1                            6.639 METERS 01606     |
 SD0609| SD0577 BAKER BAY W CHANNEL E JETTY LT      APPROX. 3.9 KM 0882709.3 |
 SD0609| SC2259 VII                                 APPROX. 7.3 KM 0931726.6 |
 SD0609| DD9462 BURNT RM 2                           10.350 METERS 24538     |
 SD0609|---------------------------------------------------------------------|
 SD0609
 SD0609                          SUPERSEDED SURVEY CONTROL
 SD0609
 SD0609  NAD 83(1991)-  46 16 00.09414(N)    124 04 55.78965(W) AD(       ) 2
 SD0609  NAD 83(1986)-  46 16 00.09932(N)    124 04 55.76116(W) AD(       ) 2
 SD0609  NAD 27      -  46 16 00.74237(N)    124 04 51.20667(W) AD(       ) 2
 SD0609
 SD0609.Superseded values are not recommended for survey control.
 SD0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0609.See file dsdata.txt to determine how the superseded data were derived.
 SD0609
 SD0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1660924249(NAD 83)
 SD0609_MARKER: DS = TRIANGULATION STATION DISK
 SD0609_SETTING: 80 = SET IN A BOULDER
 SD0609_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SD0609
 SD0609  HISTORY     - Date     Condition        Report By
 SD0609  HISTORY     - 1956     MONUMENTED       CGS
 SD0609  HISTORY     - 1958     GOOD             CGS
 SD0609  HISTORY     - 20060916 MARK NOT FOUND   GEOCAC
 SD0609
 SD0609                          STATION DESCRIPTION
 SD0609
 SD0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0609'RECOVERED IN GOOD CONDITION EXCEPT REFERENCE MARK NUMBER 1.  LOCATED
 SD0609'ABOUT 3-1/2 MILES SOUTHWEST OF ILWACO, ON THE NORTH JETTY OF THE
 SD0609'COLUMBIA RIVER, ABOUT 600 YARDS EAST OF THE WEST END OF THE JETTY,
 SD0609'ABOUT 50 FEET NORTH OF THE COLUMBIA RIVER, IN LINE WITH AN OLD,
 SD0609'WOODEN, RAILROAD TRESTLE.
 SD0609'
 SD0609'THE STATION IS A STANDARD DISK STAMPED BURNT 1956 SET IN THE TOP
 SD0609'OF A LARGE BOULDER.  A 4 FOOT SQUARE BY 6 INCHES THICK, CONCRETE
 SD0609'SLAB HAS BEEN POURED ON THE BOULDER AND THE STATION MARK CAN BE
 SD0609'VIEWED BY LOOKING DOWN THROUGH A 6 INCH LENGTH OF RED TILE PIPE,
 SD0609'WHICH IS CENTERED IN THE CONCRETE SLAB.
 SD0609'
 SD0609'REFERENCE MARK NUMBER 1 HAS APPARENTLY BEEN DESTROYED BY VANDALISM,
 SD0609'AS ONLY THE BATTERED SHANK OF THE MARK REMAINS SET IN A DRILL HOLE
 SD0609'IN A BOULDER.
 SD0609'
 SD0609'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BURNT NO 2 1956
 SD0609'SET IN THE TOP OF A LARGE BOULDER WEST OF THE STATION AND ABOUT 2
 SD0609'FEET LOWER IN ELEVATION.
 SD0609'
 SD0609'TO REACH FROM THE POST OFFICE IN ILWACO, GO SOUTH FOR
 SD0609'ABOUT 100 FEET, TURN RIGHT ON MAIN STREET, GO 0.05 MILE, TURN
 SD0609'LEFT ON SECOND STREET AND FOLLOW THE MAIN TRAVELED ROAD FOR 1.7
 SD0609'MILES TO A ROAD FORK, TURN LEFT AND GO 0.5 MILE TO A GRAVEL ROAD
 SD0609'RIGHT, LEADING TO THE NORTH JETTY, TAKE THE GRAVEL ROAD AND GO
 SD0609'WEST FOR 2.1 MILES, TO END OF ROAD AND STATION ON THE JETTY TO THE
 SD0609'LEFT.
 SD0609
 SD0609                          STATION RECOVERY (2006)
 SD0609
 SD0609'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 SD0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3887 ***********************************************************************
 RD3887  DESIGNATION -  BURNT HILL
 RD3887  PID         -  RD3887
 RD3887  STATE/COUNTY-  WA/COWLITZ
 RD3887  USGS QUAD   -  DEER ISLAND (1990)
 RD3887
 RD3887                         *CURRENT SURVEY CONTROL
 RD3887  ___________________________________________________________________
 RD3887* NAD 83(1991)-  45 55 53.75509(N)    122 45 24.83393(W)     ADJUSTED  
 RD3887* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 RD3887  ___________________________________________________________________
 RD3887  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 RD3887  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 RD3887
 RD3887  HORZ ORDER  -  THIRD
 RD3887
 RD3887.The horizontal coordinates were established by classical geodetic methods
 RD3887.and adjusted by the National Geodetic Survey in December 1991..
 RD3887
 RD3887.The orthometric height was scaled from a topographic map.
 RD3887
 RD3887.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3887
 RD3887.The geoid height was determined by GEOID03.
 RD3887
 RD3887;                    North         East     Units Scale Factor Converg.
 RD3887;SPC WA S     -    69,001.419   324,985.437   MT  0.99997917   -1 38 21.8
 RD3887;SPC WA S     -   226,382.16  1,066,223.05   sFT  0.99997917   -1 38 21.8
 RD3887;SPC OR N     -   254,136.637 2,324,983.591   MT  0.99998333   -1 36 02.0
 RD3887;SPC OR N     -   833,781.62  7,627,898.92   iFT  0.99998333   -1 36 02.0
 RD3887;UTM  10      - 5,086,476.406   518,847.106   MT  0.99960437   +0 10 28.8
 RD3887
 RD3887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3887!SPC WA S     -   0.99999232  x   0.99997917  =   0.99997149
 RD3887!SPC OR N     -   0.99999232  x   0.99998333  =   0.99997565
 RD3887!UTM  10      -   0.99999232  x   0.99960437  =   0.99959669
 RD3887
 RD3887:                Primary Azimuth Mark                     Grid Az
 RD3887:SPC WA S     -  LEWIS RIVER HILLS                        152 46 00.0
 RD3887:SPC OR N     -  LEWIS RIVER HILLS                        152 43 40.2
 RD3887:UTM  10      -  LEWIS RIVER HILLS                        150 57 09.4
 RD3887
 RD3887|---------------------------------------------------------------------|
 RD3887| PID    Reference Object                     Distance      Geod. Az  |
 RD3887|                                                           dddmmss.s |
 RD3887| RD2797 LEWIS RIVER HILLS                   APPROX. 6.0 KM 1510738.2 |
 RD3887| RD2787 FALES HOUSE NORTH GABLE             APPROX.18.1 KM 1770823.7 |
 RD3887| RD4018 ST HELENS CHURCH                    APPROX. 8.4 KM 2025351.8 |
 RD3887| RD3899 SAWMILL STACK                       APPROX. 5.9 KM 2210055.5 |
 RD3887|---------------------------------------------------------------------|
 RD3887
 RD3887                          SUPERSEDED SURVEY CONTROL
 RD3887
 RD3887  NAD 83(1991)-  45 55 53.75509(N)    122 45 24.83393(W) AD(       ) 3
 RD3887  NAD 83(1986)-  45 55 53.77380(N)    122 45 24.83129(W) AD(       ) 3
 RD3887  NAD 27      -  45 55 54.35800(N)    122 45 20.46100(W) AD(       ) 3
 RD3887
 RD3887.Superseded values are not recommended for survey control.
 RD3887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3887.See file dsdata.txt to determine how the superseded data were derived.
 RD3887
 RD3887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1884786476(NAD 83)
 RD3887
 RD3887  HISTORY     - Date     Condition        Report By
 RD3887  HISTORY     - 1878     MONUMENTED       CGS
 RD3887  HISTORY     - 1937     SEE DESCRIPTION  CGS
 RD3887  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3887  HISTORY     - 1981     GOOD             LOCENG
 RD3887
 RD3887                          STATION DESCRIPTION
 RD3887
 RD3887'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (CR)
 RD3887'ON THE CREST OF A BURNT RIDGE COVERED WITH SCRUB OAK AND HAZEL,
 RD3887'WITH A FEW TREES IN THE VICINITY.  THE STATION IS MARKED BY
 RD3887'A BOTTLE BURIED MOUTH UP 3 FEET BELOW THE SURFACE AND AT THE
 RD3887'SURFACE THERE IS A ROCK WITH A DRILL HOLE FILLED WITH LEAD.  THERE
 RD3887'ARE THREE CEDAR STAKES AROUND THE STATION AS FOLLOWS--N 1.74
 RD3887'METERS, S AND E EACH 1.79 METERS.
 RD3887
 RD3887                          STATION RECOVERY (1937)
 RD3887
 RD3887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3887'STATION RECOVERED AS DESCRIBED ABOUT 7.1 MILES SE OF KALAMA
 RD3887'OR 2.1 MILES N OF THE HIGHWAY BRIDGE OVER THE LEWIS RIVER AT
 RD3887'WOODLAND, ALONG U.S. HIGHWAY 99, ABOUT 200 METERS E OF THE
 RD3887'HIGHWAY AND ABOUT 60 FEET ABOVE THE FIRST LEVELING OFF OF
 RD3887'A BRUSH COVERED RIDGE, ON A PROMINENT NOSE.
 RD3887'
 RD3887'STATION IS A DRILL HOLE IN A LARGE BOULDER SET FLUSH WITH
 RD3887'THE SURFACE.
 RD3887
 RD3887                          STATION RECOVERY (1951)
 RD3887
 RD3887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3887'STATION IS 7.1 MILES S (ALONG HIGHWAY 99) OF CENTER OF KALAMA,
 RD3887'3.05 MILES N (ALONG HIGHWAY) FROM N END OF NEW BRIDGE ACROSS
 RD3887'LEWIS RIVER, AND 2.1 MILES (ALONG OLD HIGHWAY) FROM OLD HIGHWAY
 RD3887'BRIDGE AT WOODLAND.  IT IS APPROXIMATELY 200 METERS E OF HIGHWAY
 RD3887'AND ABOUT 300 FEET HIGHER, ON LAST HIGH GROUND AT S END OF
 RD3887'DEEP HIGHWAY CUT.  THERE IS A GREEN ISOLATED KNOLL,
 RD3887'APPROXIMATELY 50 FEET HIGH, 1/3 MILE SE OF STATION.  IT IS 8
 RD3887'METERS E OF END OF THE SHARP, TIMBERED RIDGE.  THE SURFACE
 RD3887'MARK IS A DRILL HOLE IN A BOULDER.  A 3-INCH TRIANGLE HAS
 RD3887'BEEN CHISELED AROUND THE HOLE.  A PILE OF ROCKS WERE LEFT
 RD3887'OVER THE STATION.  THE SUBSURFACE MARK, THE MOUTH OF A
 RD3887'BOTTLE 3 FEET BELOW SURFACE, WAS NOT SEARCHED FOR.
 RD3887'
 RD3887'THE REFERENCE MARK FOR STATION BURNT HILL 2 1937 HAS BEEN SET
 RD3887'ON THE SAME RIDGE 7.105 METERS E.  IT PROJECTS 10 INCHES ABOVE THE
 RD3887'SURFACE, IS STAMPED BURNT HILL 2 NO 2 1937, AND POINTS TOWARD
 RD3887'THE STATION.  IT IS 3 METERS SW OF BLAZE IN 3-FOOT TREE.
 RD3887'
 RD3887'THERE IS A BLAZE IN A 3-1/2-FOOT TREE 6.0 METERS NNE OF STATION
 RD3887'MARK AND A BLAZE IN A 2-FOOT TREE 4.2 METERS SW OF STATION.
 RD3887
 RD3887                          STATION RECOVERY (1981)
 RD3887
 RD3887'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (ALS)
 RD3887'STATION MARK IN GOOD CONDITION.
 RD3887'
 RD3887'R.M NO. 2 BURNT HILL 2 IN GOOD CONDITION.
 RD3887'
 RD3887'SET NEW WITNESS POST AND SIGN, N 20 E, 3 FT. FROM STATION MARK.
 RD3887'STATION FOUND AS DESCRIBED BY H.G.C. 1951 ON PAGE 27 BK. NO.396.
 RD3887'R.M. NO.2 BURNT HILL 2 WAS FOUND AS STATED BY H.G.C. IN 1951, R.M.
 RD3887'NO.1 BURNT HILL 2 AS STATED BY USGS 1952 P.31 AND 32 BK. NO.396
 RD3887'WAS NOT FOUND.  NO POSITION CHECKS WERE MADE.
 RD3887'
 RD3887'ALL TREES MENTIONED P. 27 BK. 396 ARE NOW STUMPS.
 RD3887'
 RD3887'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.2 MILES NORTH OF
 RD3887'WOODLAND, WASHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1847 ***********************************************************************
 SY1847  DESIGNATION -  BURNT HILL LOOKOUT TOWER 1953
 SY1847  PID         -  SY1847
 SY1847  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1847  USGS QUAD   -  BURNT HILL (1990)
 SY1847
 SY1847                         *CURRENT SURVEY CONTROL
 SY1847  ___________________________________________________________________
 SY1847* NAD 83(1991)-  47 19 30.78891(N)    123 52 03.37294(W)     ADJUSTED  
 SY1847* NAVD 88     -       385.     (meters)    1263.     (feet)  SCALED    
 SY1847  ___________________________________________________________________
 SY1847  LAPLACE CORR-          14.88  (seconds)                    DEFLEC99
 SY1847  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 SY1847
 SY1847  HORZ ORDER  -  SECOND
 SY1847
 SY1847.The horizontal coordinates were established by classical geodetic methods
 SY1847.and adjusted by the National Geodetic Survey in December 1991..
 SY1847
 SY1847.The orthometric height was scaled from a topographic map.
 SY1847
 SY1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1847
 SY1847.The geoid height was determined by GEOID03.
 SY1847
 SY1847;                    North         East     Units Scale Factor Converg.
 SY1847;SPC WA S     -   226,841.376   245,509.647   MT  0.99999815   -2 26 46.4
 SY1847;SPC WA S     -   744,228.75    805,476.23   sFT  0.99999815   -2 26 46.4
 SY1847;UTM  10      - 5,241,670.509   434,441.444   MT  0.99965282   -0 38 16.4
 SY1847
 SY1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1847!SPC WA S     -   0.99994320  x   0.99999815  =   0.99994135
 SY1847!UTM  10      -   0.99994320  x   0.99965282  =   0.99959604
 SY1847
 SY1847                          SUPERSEDED SURVEY CONTROL
 SY1847
 SY1847  NAD 83(1986)-  47 19 30.78268(N)    123 52 03.37931(W) AD(       ) 2
 SY1847  NAD 27      -  47 19 31.46700(N)    123 51 58.75200(W) AD(       ) 2
 SY1847
 SY1847.Superseded values are not recommended for survey control.
 SY1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1847.See file dsdata.txt to determine how the superseded data were derived.
 SY1847
 SY1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3444141671(NAD 83)
 SY1847
 SY1847  HISTORY     - Date     Condition        Report By
 SY1847  HISTORY     - 1953     MONUMENTED       CGS
 SY1847  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SY1847
 SY1847                          STATION DESCRIPTION
 SY1847
 SY1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SY1847'THE STATION IS THE BASE AND CENTER OF THE U.S. FOREST SERVICE
 SY1847'LOOKOUT TOWER WHICH IS LOCATED ON THE SUMMIT OF BURNT HILL AND
 SY1847'LIES ABOUT 9 MILE SOUTH OF LAKE QUINALT, ABOUT 6.8 MILES NORTHEAST
 SY1847'OF HUMPTULIPS AND 13.92 METERS SOUTHEAST OF TRIANGULATION STATION
 SY1847'BURNT HILL.
 SY1847'
 SY1847'THE LOOKOUT TOWER IS A TWO STORY WOODEN STRUCTURE WHICH IS 14 FEET
 SY1847'SQUARE AND 20.7 FEET IN HEIGHT.  THE BASE OF THE TOWER IS 1.07
 SY1847'METERS HIGHER THAN TRIANGULATION STATION BURNT HILL.
 SY1847
 SY1847                          STATION RECOVERY (1970)
 SY1847
 SY1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SY1847'STATION HAS BEEN DESTROYED.  THE LOOKOUT HOUSE WAS TORN DOWN IN
 SY1847'1969, AND WILL NOT BE REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1844 ***********************************************************************
 SY1844  DESIGNATION -  BURNT HILL RESET
 SY1844  PID         -  SY1844
 SY1844  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1844  USGS QUAD   -  BURNT HILL (1990)
 SY1844
 SY1844                         *CURRENT SURVEY CONTROL
 SY1844  ___________________________________________________________________
 SY1844* NAD 83(1991)-  47 19 30.53993(N)    123 52 03.92553(W)     ADJUSTED  
 SY1844* NAVD 88     -       384.7    (meters)    1262.     (feet)  VERTCON   
 SY1844  ___________________________________________________________________
 SY1844  LAPLACE CORR-          14.89  (seconds)                    DEFLEC99
 SY1844  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 SY1844
 SY1844  HORZ ORDER  -  FIRST
 SY1844
 SY1844.The horizontal coordinates were established by classical geodetic methods
 SY1844.and adjusted by the National Geodetic Survey in December 1991..
 SY1844
 SY1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1844
 SY1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1844
 SY1844.The geoid height was determined by GEOID03.
 SY1844
 SY1844;                    North         East     Units Scale Factor Converg.
 SY1844;SPC WA S     -   226,834.189   245,497.726   MT  0.99999814   -2 26 46.8
 SY1844;SPC WA S     -   744,205.17    805,437.12   sFT  0.99999814   -2 26 46.8
 SY1844;UTM  10      - 5,241,662.953   434,429.760   MT  0.99965284   -0 38 16.8
 SY1844
 SY1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1844!SPC WA S     -   0.99994325  x   0.99999814  =   0.99994139
 SY1844!UTM  10      -   0.99994325  x   0.99965284  =   0.99959611
 SY1844
 SY1844|---------------------------------------------------------------------|
 SY1844| PID    Reference Object                     Distance      Geod. Az  |
 SY1844|                                                           dddmmss.s |
 SY1844| DD9466 BURNT HILL RM 3                      23.628 METERS 02713     |
 SY1844| DD9464 BURNT HILL RM 1                      23.635 METERS 02713     |
 SY1844| SY1847 BURNT HILL LOOKOUT TOWER 1953        13.920 METERS 05628     |
 SY1844| DD9465 BURNT HILL RM 2                      20.735 METERS 12808     |
 SY1844| SY1478 COOK RESET                          APPROX. 3.4 KM 2993643.5 |
 SY1844| DD9463 BURNT HILL AZ MK                                   3045252.5 |
 SY1844|---------------------------------------------------------------------|
 SY1844
 SY1844                          SUPERSEDED SURVEY CONTROL
 SY1844
 SY1844  NAD 83(1986)-  47 19 30.53369(N)    123 52 03.93190(W) AD(       ) 1
 SY1844  NAD 27      -  47 19 31.21800(N)    123 51 59.30500(W) AD(       ) 1
 SY1844  NGVD 29 (07/19/86)  383.7    (m)         1259.     (f) VERT ANG       
 SY1844
 SY1844.Superseded values are not recommended for survey control.
 SY1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1844.See file dsdata.txt to determine how the superseded data were derived.
 SY1844
 SY1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3443041663(NAD 83)
 SY1844_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1844
 SY1844  HISTORY     - Date     Condition        Report By
 SY1844  HISTORY     - 1953     MONUMENTED       CGS
 SY1844  HISTORY     - 1961     SEE DESCRIPTION  RAYONI
 SY1844  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SY1844  HISTORY     - 1974     SEE DESCRIPTION  RAYONI
 SY1844
 SY1844                          STATION DESCRIPTION
 SY1844
 SY1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SY1844'THE STATION IS LOCATED ON THE SUMMIT OF BURNT HILL AND LIES ABOUT
 SY1844'9 MILES SOUTH OF LAKE QUINAULT, ABOUT 6.75 MILES NORTHEAST OF
 SY1844'HUMPTULIPS, 45 FEET WEST OF THE CENTER OF THE FOREST SERVICE
 SY1844'LOOKOUT TOWER AND 8.2 FEET SOUTHWEST OF THE FLAG POLE.
 SY1844'
 SY1844'TO REACH FROM THE BRIDGE, WHICH SPANS THE HUMPTULIPS RIVER IN THE
 SY1844'VILLAGE OF HUMPTULIPS, GO NORTH, ON U.S. HIGHWAY NUMBER 101, FOR
 SY1844'8.0 MILES.  TURN RIGHT, ONTO A GRADED ROAD, AS PER THE SIGN
 SY1844'READING SOUTH BOY ROAD AND GO EASTERLY FOR 1.0 MILE (AZIMUTH MARK
 SY1844'IS AT THIS POINT ON THE LEFT HAND SIDE OF THE ROAD).  CONTINUE
 SY1844'SOUTHEASTERLY FOR 0.2 MILE.  TAKE THE RIGHT HAND FORK AND GO
 SY1844'SOUTH, UP GRADE, FOR 1.2 MILES.  TAKE THE RIGHT HAND FORK, AS PER
 SY1844'THE SIGN READING BURNT HILL LOOKOUT AND GO SOUTHWESTERLY FOR
 SY1844'0.45 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 SY1844'
 SY1844'THE STATION IS A STANDARD DISK, STAMPED BURNT HILL 1953, SET IN THE
 SY1844'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 SY1844'
 SY1844'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED BURNT HILL
 SY1844'1953, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS
 SY1844'LOCATED ABOUT 40 INCHES BELOW THE SURFACE OF THE SOIL.
 SY1844'
 SY1844'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BURNT HILL NO
 SY1844'1 1953, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 SY1844'INCHES.  IT IS LOCATED AT THE BASE OF A LARGE STUMP ABOUT 1 FOOT
 SY1844'LOWER THAN THE STATION.
 SY1844'
 SY1844'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BURNT HILL NO 2
 SY1844'1953, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 SY1844'INCHES.  IT IS LOCATED 8 FEET WEST OF THE GRADED ROAD AND ABOUT 2
 SY1844'FEET LOWER THAN THE STATION.
 SY1844'
 SY1844'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BURNT HILL 1953, SET
 SY1844'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 SY1844'IS LOCATED ABOUT 1.0 MILE NORTHWEST OF THE STATION, AT THE
 SY1844'NORTHWEST EDGE OF A GRASSY, STUMP FREE, CLEARING AND 21 FEET
 SY1844'NORTHWEST OF THE ROAD WHICH LEADS TOWARD THE STATION.
 SY1844
 SY1844                          STATION RECOVERY (1961)
 SY1844
 SY1844'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1961
 SY1844'THE STATION WAS IN GOOD CONDITION BUT DID NOT SEARCH FOR REFERENCE
 SY1844'MARKS.
 SY1844
 SY1844                          STATION RECOVERY (1970)
 SY1844
 SY1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SY1844'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.  THE DISK
 SY1844'WAS MISSING FROM THE STATION MONUMENT.  REFERENCE MARK NO. 1 WAS
 SY1844'LOOSE IN THE GROUND.  THE AZIMUTH MARK WAS NOT FOUND.  A NEW
 SY1844'STATION MARK AND REFERENCE MARK NO. 3 WERE ESTABLISHED.  R.M. 1 NO
 SY1844'LONGER EXISTS, THIS CONCRETE POST AND DISK HAVING BEEN USED IN
 SY1844'ESTABLISHING R.M. 3.
 SY1844'
 SY1844'THE STATION IS 9 MILES SOUTH OF LAKE QUINAULT, 6-3/4 MILES
 SY1844'NORTHEAST OF HUMPTULIPS AND ON THE SOUTHWESTERN SIDE OF THE SUMMIT
 SY1844'OF BURNT HILL.
 SY1844'
 SY1844'TO REACH FROM THE BRIDGE OVER HUMPTULIPS RIVER AT HUMPTULIPS, GO
 SY1844'NORTHERLY ON U.S. HIGHWAY 101 FOR 8.15 MILES TO NEWBURY CREEK ROAD,
 SY1844'(ROAD NO. 2220), TURN RIGHT AND GO 1.2 MILES TO A Y, ABOUT 50 YARDS
 SY1844'EAST OF STEVENS CREEK, KEEP RIGHT FORK 1.2 MILES TO A Y, KEEP
 SY1844'RIGHT 0.55 MILE TO A CIRCULAR TURNAROUND AT THE SUMMIT OF THE HILL
 SY1844'AND THE STATION.  NOTE--THIS ROAD FROM STEVENS CREEK PROBABLY
 SY1844'WILL NO LONGER BE MAINTAINED SINCE THE LOOKOUT TOWER IS GONE.
 SY1844'
 SY1844'THE STATION MARK, STAMPED BURNT HILL 1953 1970, IS A STANDARD
 SY1844'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND, 30 FEET
 SY1844'SOUTHWEST OF THE EDGE OF THE MOUND IN THE CENTER OF THE LOOP ROAD,
 SY1844'21.7 FEET SOUTH OF A 10-FOOT HIGH, ROUND, WOODEN POLE, 7 YARDS
 SY1844'NORTH OF THE SOUTH EDGE OF THE SUMMIT AND 3 FEET EAST OF A METAL
 SY1844'WITNESS POST.
 SY1844'
 SY1844'REFERENCE MARK NO. 2, STAMPED BURNT HILL NO. 2 1953, IS A STANDARD
 SY1844'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SY1844'14 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 10 FEET EAST-SOUTHEAST
 SY1844'OF A 10-INCH DOUGLAS FIR TREE, 5 FEET EAST OF A 12-INCH FIR TREE
 SY1844'AND ABOUT 4 FEET LOWER THAN THE STATION.  MEASUREMENT TO THIS
 SY1844'MARK IS 0.17 FOOT SHORTER THAN MEASURED IN 1953, BUT NO MOVEMENT
 SY1844'IS INDICATED.
 SY1844'
 SY1844'REFERENCE MARK NO. 3, STAMPED BURNT HILL NO. 3 1953 1970, IS A
 SY1844'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE
 SY1844'GROUND.  IT IS 33 FEET SOUTH OF THE MOST WESTERLY TREE IN A CLUSTER
 SY1844'OF 11 TREES, 20 FEET SOUTH-SOUTHWEST OF A SMALL, FLAT, HIGH AREA
 SY1844'AT THE NORTHERN EDGE OF THE SUMMIT, 19 FEET NORTHWEST OF THE
 SY1844'NORTHWEST EDGE OF THE MOUND IN THE CENTER OF THE LOOP ROAD AND 6
 SY1844'FEET EAST OF THE UPPER EDGE OF THE STEEP DECLINE.
 SY1844'
 SY1844'THE AZIMUTH MARK WAS NOT FOUND.  THERE IS EVIDENCE OF BULLDOZING
 SY1844'IN THE VICINITY AND IT IS ASSUMED THE MARK WAS EITHER DESTROYED OR
 SY1844'BURIED.  A NEW MARK WAS NOT SET, SINCE IT WOULD BE OBSTRUCTED BY
 SY1844'TIMBER IN A FEW YEARS, AND GETTING A DIRECTION TO THE MARK WOULD
 SY1844'PRESENT A PROBLEM.
 SY1844'
 SY1844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1844'6-3/4 MILES NORTHEAST OF HUMPTULIPS.
 SY1844
 SY1844                          STATION RECOVERY (1974)
 SY1844
 SY1844'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1974
 SY1844'THE STATION WAS RECOVERED IN GOOD CONDITION AND IS SOUTH 50 DEG
 SY1844'WEST 39.7 FEET FROM THE SOUTHWEST FOUNDATION BLOCK OF THE OLD
 SY1844'LOOKOUT.  A STEEL WITNESS POST IS NORTH 75 DEG WEST 32 INCHES.
 SY1844'
 SY1844'REFERENCE MARK NO. 2 BEARS SOUTH 51 DEG EAST 72 FEET PACED.
 SY1844'
 SY1844'REFERENCE MARK NO. 3 BEARS NORTH 27 DEG EAST 81 FEET PACED AND
 SY1844'IS ABOUT 12 FEET NORTH OF THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1360 ***********************************************************************
 SB1360  DESIGNATION -  BURNT PEAK LO RM
 SB1360  PID         -  SB1360
 SB1360  STATE/COUNTY-  WA/SKAMANIA
 SB1360  USGS QUAD   -  BURNT PEAK (1965)
 SB1360
 SB1360                         *CURRENT SURVEY CONTROL
 SB1360  ___________________________________________________________________
 SB1360* NAD 83(1991)-  46 04 21.03895(N)    121 52 49.13709(W)     ADJUSTED  
 SB1360* NAVD 88     -      1252.6    (meters)    4110.     (feet)  VERTCON   
 SB1360  ___________________________________________________________________
 SB1360  LAPLACE CORR-          10.33  (seconds)                    DEFLEC99
 SB1360  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SB1360
 SB1360  HORZ ORDER  -  THIRD
 SB1360
 SB1360.The horizontal coordinates were established by classical geodetic methods
 SB1360.and adjusted by the National Geodetic Survey in April 1994..
 SB1360
 SB1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1360
 SB1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1360
 SB1360.The geoid height was determined by GEOID03.
 SB1360
 SB1360;                    North         East     Units Scale Factor Converg.
 SB1360;SPC WA S     -    83,093.733   393,226.261   MT  0.99995436   -1 00 09.6
 SB1360;SPC WA S     -   272,616.69  1,290,109.82   sFT  0.99995436   -1 00 09.6
 SB1360;UTM  10      - 5,102,713.365   586,586.213   MT  0.99969216   +0 48 23.3
 SB1360
 SB1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1360!SPC WA S     -   0.99980685  x   0.99995436  =   0.99976122
 SB1360!UTM  10      -   0.99980685  x   0.99969216  =   0.99949907
 SB1360
 SB1360                          SUPERSEDED SURVEY CONTROL
 SB1360
 SB1360  NGVD 29 (04/13/94) 1251.5    (m)         4106.     (f) VERT ANG       
 SB1360
 SB1360.Superseded values are not recommended for survey control.
 SB1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1360.See file dsdata.txt to determine how the superseded data were derived.
 SB1360
 SB1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES8658602713(NAD 83)
 SB1360_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SB1360_SETTING: 80 = SET IN A BOULDER
 SB1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1360+STABILITY: SURFACE MOTION
 SB1360
 SB1360  HISTORY     - Date     Condition        Report By
 SB1360  HISTORY     - UNK      MONUMENTED
 SB1360  HISTORY     - 1964     GOOD             USGS
 SB1360
 SB1360                          STATION DESCRIPTION
 SB1360
 SB1360'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SB1360'RECOVERED AS DESCRIBED.  LOH IS ABANDONED. REACHED BY
 SB1360'HELICOPTER. NEW LOCATED FOLLOWS.
 SB1360'
 SB1360'LOCATED ABOUT 21 MI WNW. OF GULER.  ON HIGHEST POINT OF BURNT PEAK
 SB1360'IN COLUMBIA FOREST.
 SB1360'
 SB1360'STATION MARK--USFS TABLET STAMPED---BURNT LO RM 1937---, ON
 SB1360'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2112 ***********************************************************************
 SA2112  DESIGNATION -  BURR
 SA2112  PID         -  SA2112
 SA2112  STATE/COUNTY-  WA/FRANKLIN
 SA2112  USGS QUAD   -  LOWER MONUMENTAL DAM (1970)
 SA2112
 SA2112                         *CURRENT SURVEY CONTROL
 SA2112  ___________________________________________________________________
 SA2112* NAD 83(1991)-  46 31 53.38908(N)    118 37 00.03722(W)     ADJUSTED  
 SA2112* NAVD 88     -       429.8    (meters)    1410.     (feet)  VERTCON   
 SA2112  ___________________________________________________________________
 SA2112  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 SA2112  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SA2112
 SA2112  HORZ ORDER  -  SECOND
 SA2112
 SA2112.The horizontal coordinates were established by classical geodetic methods
 SA2112.and adjusted by the National Geodetic Survey in December 1991..
 SA2112
 SA2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2112
 SA2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2112
 SA2112.The geoid height was determined by GEOID03.
 SA2112
 SA2112;                    North         East     Units Scale Factor Converg.
 SA2112;SPC WA S     -   134,900.171   644,459.251   MT  0.99991503   +1 22 04.9
 SA2112;SPC WA S     -   442,584.98  2,114,363.39   sFT  0.99991503   +1 22 04.9
 SA2112;UTM  11      - 5,154,372.790   376,021.829   MT  0.99978893   -1 10 24.4
 SA2112
 SA2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2112!SPC WA S     -   0.99993594  x   0.99991503  =   0.99985098
 SA2112!UTM  11      -   0.99993594  x   0.99978893  =   0.99972489
 SA2112
 SA2112|---------------------------------------------------------------------|
 SA2112| PID    Reference Object                     Distance      Geod. Az  |
 SA2112|                                                           dddmmss.s |
 SA2112| CF4599 BURR RM 1                            14.435 METERS 08941     |
 SA2112| CF4598 BURR AZ MK                                         3415103.5 |
 SA2112| CF4600 BURR RM 2                            10.062 METERS 35737     |
 SA2112|---------------------------------------------------------------------|
 SA2112
 SA2112                          SUPERSEDED SURVEY CONTROL
 SA2112
 SA2112  NAD 83(1991)-  46 31 53.38382(N)    118 37 00.04616(W) AD(       ) 2
 SA2112  NAD 83(1986)-  46 31 53.39702(N)    118 37 00.02739(W) AD(       ) 2
 SA2112  NAD 27      -  46 31 53.89300(N)    118 36 56.06500(W) AD(       ) 2
 SA2112  NGVD 29 (07/19/86)  428.8    (m)         1407.     (f) VERT ANG       
 SA2112
 SA2112.Superseded values are not recommended for survey control.
 SA2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2112.See file dsdata.txt to determine how the superseded data were derived.
 SA2112
 SA2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7602254373(NAD 83)
 SA2112_MARKER: DS = TRIANGULATION STATION DISK
 SA2112_SETTING: 0 = UNSPECIFIED SETTING
 SA2112
 SA2112  HISTORY     - Date     Condition        Report By
 SA2112  HISTORY     - 1946     MONUMENTED       CGS
 SA2112  HISTORY     - 1960     GOOD             CGS
 SA2112
 SA2112                          STATION DESCRIPTION
 SA2112
 SA2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SA2112'STATION IS LOCATED ABOUT 31 MILES (AIR LINE) NE OF PASCO, ABOUT 8
 SA2112'MILES (AIR LINE) SSW OF KAHLOTUS, AND ABOUT 1.25 MILES (AIR LINE)
 SA2112'NW OF THE SNAKE RIVER.  IT IS SITUATED ON THE HIGHEST POINT OF A
 SA2112'PROMINENT HILL WHICH IS UNDER CULTIVATION ON EACH SIDE OF OLD
 SA2112'ROAD.
 SA2112'
 SA2112'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 SA2112'CONCRETE.  SURFACE DISK IS STAMPED BURR 1946 AND PROJECTS ABOUT
 SA2112'4 INCHES.  STATION IS SET IN A N-S FENCE LINE, 30 FEET W OF THE
 SA2112'CENTER OF OLD ROAD, AND 2 METERS N OF A 4- BY 4-INCH WHITE
 SA2112'WITNESS POST THAT PROJECTS ABOUT 2 FEET.
 SA2112'
 SA2112'TO REACH FROM THE POST OFFICE IN PASCO, GO E ON U.S. HIGHWAY 410
 SA2112'FOR 1.5 MILES TO A MACADAM ROAD ON THE LEFT, TURN LEFT AND GO
 SA2112'TOWARD KAHLOTUS FOR 30.3 MILES TO A CROSS ROAD, TURN RIGHT AS PER
 SA2112'SIGN FARRINGTON AND FOLLOW GRAVEL ROAD FOR 2.3 MILES TO FORKS,
 SA2112'KEEP LEFT FORK, E, FOR 1.05 MILES TO A TRACK ROAD LEFT, THENCE
 SA2112'TURN LEFT AND FOLLOW TRACK ROAD, N, UP CANYON FOR 1.7 MILES TO
 SA2112'THE SUMMIT AND THE STATION ON THE LEFT AS DESCRIBED.
 SA2112'
 SA2112'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE IN
 SA2112'FENCE LINE ACROSS THE ROAD FROM THE STATION.  IT IS 16 FEET E OF
 SA2112'THE CENTER OF THE ROAD.  DISK IS STAMPED BURR NO 1 1946 AND
 SA2112'PROJECTS ABOUT 4 INCHES.
 SA2112'
 SA2112'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE IN
 SA2112'N-S FENCE LINE.  IT IS 30 FEET W OF THE CENTER OF THE ROAD.  DISK
 SA2112'IS STAMPED BURR NO 2 1946 AND PROJECTS ABOUT 3 INCHES.
 SA2112'
 SA2112'AZIMUTH MARK IS LOCATED 0.3 MILE BY ROAD NNW OF THE STATION.  IT
 SA2112'IS A BRONZE AZIMUTH DISK SET IN CONCRETE AND IS STAMPED BURR 1946
 SA2112'AND PROJECTS ABOUT 4 INCHES.  IT IS ABOUT 250 YARDS NW OF AN OLD
 SA2112'SCHOOL BUILDING, ON TOP OF A 15-FOOT BANK, AND ABOUT 25 FEET W
 SA2112'OF THE CENTER OF THE ROAD.
 SA2112
 SA2112                          STATION RECOVERY (1960)
 SA2112
 SA2112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SA2112'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 SA2112'CONDITION.  DISTANCES TO THE REFERENCE MARKS WERE MEASURED AND
 SA2112'FOUND TO BE, NO. 1 (47.34 FEET- 14.431 METERS), AND NO. 2 (33.04
 SA2112'FEET- 10.070 METERS).  DESCRIPTION BY J.T.J. IN 1946 IS ADEQUATE
 SA2112'AND CORRECT EXCEPT FOR THE FOLLOWING--
 SA2112'
 SA2112'STATION IS 25.8 FEET WEST OF THE CENTERLINE OF ROAD, 24.2 FEET
 SA2112'NORTH OF A FENCE CORNER, 6.4 FEET NORTH OF A WITNESS POST, 3.2
 SA2112'FEET EAST OF A FENCE LINE AND PROJECTS ABOUT 2 INCHES.
 SA2112'
 SA2112'REFERENCE MARK NO. 1 IS 20.9 FEET EAST OF THE CENTERLINE OF THE
 SA2112'ROAD, AND FLUSH WITH THE GROUND IN A FENCE LINE.
 SA2112'
 SA2112'REFERENCE MARK NO. 2 IS 56.8 FEET NORTH OF A FENCE CORNER, 30.5
 SA2112'FEET WEST OF THE CENTERLINE OF ROAD, 2.3 FEET EAST OF A FENCE
 SA2112'LINE, AND FLUSH WITH THE GROUND.
 SA2112'
 SA2112'AZIMUTH MARK IS ABOUT 0.45 MILE NORTH-NORTHWEST OF STATION, 27.0
 SA2112'FEET WEST OF CENTERLINE OF ROAD, 20.7 FEET EAST OF A FENCE LINE,
 SA2112'ON THE EAST EDGE OF THE FIRST LOW BANK WEST OF THE ROAD, AND FLUSH
 SA2112'WITH THE GROUND.
 SA2112'
 SA2112'TO REACH STATION FROM THE POST OFFICE IN PASCO, GO 1.5 MILES
 SA2112'SOUTHEAST ON U.S. HIGHWAY 410-395 TO ROAD ON LEFT (ROAD TO
 SA2112'KAHLOTUS), TURN LEFT AND GO 30.2 MILES NORTHEAST TO CROSSROADS,
 SA2112'TURN RIGHT GO 1.7 MILES EASTERLY TO ROAD ON LEFT, TURN LEFT AND GO
 SA2112'1.6 MILES NORTHEASTERLY TO STATION ON LEFT AND A Y-INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1829 ***********************************************************************
 RZ1829  DESIGNATION -  BURR
 RZ1829  PID         -  RZ1829
 RZ1829  STATE/COUNTY-  WA/ASOTIN
 RZ1829  USGS QUAD   -  CAPTAIN JOHN RAPIDS (1968)
 RZ1829
 RZ1829                         *CURRENT SURVEY CONTROL
 RZ1829  ___________________________________________________________________
 RZ1829* NAD 83(1991)-  46 11 51.72118(N)    116 57 48.59358(W)     ADJUSTED  
 RZ1829* NAVD 88     -       299.9    (meters)     984.     (feet)  VERTCON   
 RZ1829  ___________________________________________________________________
 RZ1829  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 RZ1829  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 RZ1829
 RZ1829  HORZ ORDER  -  SECOND
 RZ1829
 RZ1829.The horizontal coordinates were established by classical geodetic methods
 RZ1829.and adjusted by the National Geodetic Survey in December 1991..
 RZ1829
 RZ1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1829
 RZ1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1829
 RZ1829.The geoid height was determined by GEOID03.
 RZ1829
 RZ1829;                    North         East     Units Scale Factor Converg.
 RZ1829;SPC WA S     -   102,192.049   772,863.225   MT  0.99993733   +2 34 08.0
 RZ1829;SPC WA S     -   335,275.08  2,535,635.43   sFT  0.99993733   +2 34 08.0
 RZ1829;SPC ID W     -   504,129.759   706,340.304   MT  1.00004113   -0 52 33.2
 RZ1829;UTM  11      - 5,116,014.383   502,816.334   MT  0.99960010   +0 01 34.8
 RZ1829
 RZ1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1829!SPC WA S     -   0.99995574  x   0.99993733  =   0.99989307
 RZ1829!SPC ID W     -   0.99995574  x   1.00004113  =   0.99999686
 RZ1829!UTM  11      -   0.99995574  x   0.99960010  =   0.99955585
 RZ1829
 RZ1829:                Primary Azimuth Mark                     Grid Az
 RZ1829:SPC WA S     -  BURR AZ MK                               123 46 30.8
 RZ1829:SPC ID W     -  BURR AZ MK                               127 13 12.0
 RZ1829:UTM  11      -  BURR AZ MK                               126 19 04.0
 RZ1829
 RZ1829|---------------------------------------------------------------------|
 RZ1829| PID    Reference Object                     Distance      Geod. Az  |
 RZ1829|                                                           dddmmss.s |
 RZ1829| RZ0311 BURR AZ MK                          APPROX. 1.3 KM 1262038.8 |
 RZ1829| CH6556 BURR RM 1                             9.400 METERS 19720     |
 RZ1829| CH6557 BURR RM 2                             4.554 METERS 26653     |
 RZ1829|---------------------------------------------------------------------|
 RZ1829
 RZ1829                          SUPERSEDED SURVEY CONTROL
 RZ1829
 RZ1829  NAD 83(1991)-  46 11 51.72119(N)    116 57 48.59357(W) AD(       ) 2
 RZ1829  NAD 83(1986)-  46 11 51.72631(N)    116 57 48.59144(W) AD(       ) 2
 RZ1829  NAD 27      -  46 11 52.16308(N)    116 57 45.05728(W) AD(       ) 2
 RZ1829  NGVD 29 (07/19/86)  298.9    (m)          981.     (f) VERT ANG       
 RZ1829
 RZ1829.Superseded values are not recommended for survey control.
 RZ1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1829.See file dsdata.txt to determine how the superseded data were derived.
 RZ1829
 RZ1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0281616014(NAD 83)
 RZ1829_MARKER: DS = TRIANGULATION STATION DISK
 RZ1829_SETTING: 0 = UNSPECIFIED SETTING
 RZ1829
 RZ1829  HISTORY     - Date     Condition        Report By
 RZ1829  HISTORY     - 1945     MONUMENTED       CGS
 RZ1829
 RZ1829                          STATION DESCRIPTION
 RZ1829
 RZ1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ1829'STATION IS LOCATED ABOUT 10-1/2 MILES SSE OF ASOTIN, 1/2 MILES S
 RZ1829'OF THE MOUTH OF COUSE CREEK, ON THE THIRD RIMROCK OUTCROP, AND
 RZ1829'ON THE W SIDE OF THE CANYON OF THE SNAKE RIVER.  IT IS ABOUT 150
 RZ1829'YARDS W OF AND 200 FEET HIGHER THAN THE ROAD LEADING FROM ASOTIN
 RZ1829'TO ROGERSBURG, AT THE LOCATION OF AN OLD ABANDONED CELLAR.
 RZ1829'
 RZ1829'THE STATION MARK, STAMPED BURR 1945, IS A BRONZE DISK BRAZED TO
 RZ1829'THE TOP OF A 2-1/2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE THE
 RZ1829'SURFACE.  IT IS ON THE CREST OF THE RIDGE LEADING ALONG THE N SIDE
 RZ1829'OF A DEEP GULCH AND 7.3 METERS W OF A 20-FOOT LEDGE, THE THIRD
 RZ1829'PROMINENT LEDGE ABOVE THE ROAD.
 RZ1829'
 RZ1829'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 RZ1829'
 RZ1829'NO WITNESS MARK WAS SET.
 RZ1829'
 RZ1829'REFERENCE MARK 1, STAMPED BURR NO 1 1945, IS A BRONZE REFERENCE
 RZ1829'DISK SET IN AN OUTCROP ABOUT 18 INCHES IN LENGTH, 10 INCHES IN
 RZ1829'WIDTH, AND PROTRUDING ABOUT 2 INCHES.  IT IS ON THE S SIDE OF THE
 RZ1829'RIDGE AND AT THE SAME ELEVATION AS THE STATION MARK.
 RZ1829'
 RZ1829'REFERENCE MARK 2, STAMPED BURR NO 2 1945, IS A BRONZE REFERENCE
 RZ1829'DISK SET IN A BURIED BOULDER ABOUT 5 INCHES BY 8 INCHES, AND FLUSH
 RZ1829'WITH THE SURFACE OF THE GROUND.  IT IS ON THE CREST OF THE RIDGE
 RZ1829'AND 1.3 METERS HIGHER THAN THE STATION MARK.
 RZ1829'
 RZ1829'THE AZIMUTH MARK, STAMPED BURR 1945, IS A BRONZE DISK BRAZED
 RZ1829'TO THE TOP OF A 2-1/2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE
 RZ1829'THE SURFACE OF THE GROUND.  IT IS 19 METERS E OF THE ROAD LEADING
 RZ1829'FROM ASOTIN TO ROGERSBURG AND ABOUT 200 YARDS SE OF A RANCH
 RZ1829'HOUSE.  TO REACH FROM THE END OF TRUCK TRAVEL GO S 0.8 MILE TO A
 RZ1829'CURVE IN THE ROAD AT THE MOUTH OF A DRAW AND THE MARK ON LEFT.
 RZ1829'
 RZ1829'TO REACH THE STATION FROM THE COURTHOUSE IN ASOTIN, GO S ON
 RZ1829'STATE HIGHWAY 3 FOR 0.2 MILE TO WHERE IT TURNS SHARP RIGHT,
 RZ1829'UPGRADE.  TURN RIGHT AND CONTINUE ON HIGHWAY 3 FOR 0.05 MILE TO
 RZ1829'A FORK LEADING LEFT.  TAKE LEFT FORK, LEAVING HIGHWAY 3, AND
 RZ1829'FOLLOW THE MAIN TRAVELED ROAD S ALONG THE W SIDE OF THE SNAKE
 RZ1829'RIVER, TOWARDS ROGERSBURG, 11.2 MILES TO BRIDGE CROSSING OVER
 RZ1829'COUSE CREEK.  CROSS BRIDGE AND CONTINUE S 0.5 MILE TO THE END
 RZ1829'OF TRUCK TRAVEL AT A WOODEN GATE AND AN OLD CELLAR ON LEFT.
 RZ1829'FROM THE END OF TRUCK TRAVEL, PACK W ALONG THE N BANK OF THE
 RZ1829'GULCH ABOUT 150 YARDS TO THE TOP OF THE THIRD RIMROCK AND
 RZ1829'THE LOCATION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0311 ***********************************************************************
 RZ0311  DESIGNATION -  BURR AZ MK
 RZ0311  PID         -  RZ0311
 RZ0311  STATE/COUNTY-  WA/ASOTIN
 RZ0311  USGS QUAD   -  CAPTAIN JOHN RAPIDS (1968)
 RZ0311
 RZ0311                         *CURRENT SURVEY CONTROL
 RZ0311  ___________________________________________________________________
 RZ0311* NAD 83(1991)-  46 11 27.16322(N)    116 57 00.53846(W)     ADJUSTED  
 RZ0311* NAVD 88     -       242.105  (meters)     794.31   (feet)  ADJUSTED  
 RZ0311  ___________________________________________________________________
 RZ0311  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 RZ0311  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 RZ0311  DYNAMIC HT  -         242.081 (meters)     794.23  (feet)  COMP
 RZ0311  MODELED GRAV-     980,513.2   (mgal)                       NAVD 88
 RZ0311
 RZ0311  HORZ ORDER  -  SECOND
 RZ0311  VERT ORDER  -  SECOND    CLASS 0
 RZ0311
 RZ0311.The horizontal coordinates were established by classical geodetic methods
 RZ0311.and adjusted by the National Geodetic Survey in December 1991..
 RZ0311
 RZ0311.The orthometric height was determined by differential leveling
 RZ0311.and adjusted by the National Geodetic Survey in June 1991..
 RZ0311
 RZ0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ0311
 RZ0311.The geoid height was determined by GEOID03.
 RZ0311
 RZ0311.The dynamic height is computed by dividing the NAVD 88
 RZ0311.geopotential number by the normal gravity value computed on the
 RZ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0311.degrees latitude (g = 980.6199 gals.).
 RZ0311
 RZ0311.The modeled gravity was interpolated from observed gravity values.
 RZ0311
 RZ0311;                    North         East     Units Scale Factor Converg.
 RZ0311;SPC WA S     -   101,480.867   773,926.574   MT  0.99993813   +2 34 42.9
 RZ0311;SPC WA S     -   332,941.81  2,539,124.10   sFT  0.99993813   +2 34 42.9
 RZ0311;SPC ID W     -   503,355.890   707,359.104   MT  1.00003880   -0 51 58.1
 RZ0311;UTM  11      - 5,115,256.985   503,846.739   MT  0.99960018   +0 02 09.5
 RZ0311
 RZ0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ0311!SPC WA S     -   0.99996479  x   0.99993813  =   0.99990293
 RZ0311!SPC ID W     -   0.99996479  x   1.00003880  =   1.00000359
 RZ0311!UTM  11      -   0.99996479  x   0.99960018  =   0.99956499
 RZ0311
 RZ0311                          SUPERSEDED SURVEY CONTROL
 RZ0311
 RZ0311  NAD 83(1991)-  46 11 27.16322(N)    116 57 00.53847(W) AD(       ) 2
 RZ0311  NAD 83(1986)-  46 11 27.16798(N)    116 57 00.53569(W) AD(       ) 2
 RZ0311  NAD 27      -  46 11 27.60521(N)    116 56 57.00468(W) AD(       ) 2
 RZ0311  NGVD 29 (??/??/92)  241.070  (m)          790.91   (f) ADJ UNCH    2 0
 RZ0311
 RZ0311.Superseded values are not recommended for survey control.
 RZ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0311.See file dsdata.txt to determine how the superseded data were derived.
 RZ0311
 RZ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0384715257(NAD 83)
 RZ0311_MARKER: DZ = AZIMUTH MARK DISK
 RZ0311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RZ0311_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RZ0311_STAMPING: BURR 1945
 RZ0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0311
 RZ0311  HISTORY     - Date     Condition        Report By
 RZ0311  HISTORY     - 1945     MONUMENTED       CGS
 RZ0311  HISTORY     - 1946     GOOD             NGS
 RZ0311
 RZ0311                          STATION DESCRIPTION
 RZ0311
 RZ0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ0311'STATION IS LOCATED ABOUT 11 MILES SSE OF ASOTIN, 1.3 MILES S OF
 RZ0311'THE MOUTH OF COUSE CREEK, ON THE E SIDE OF THE ROAD LEADING FROM
 RZ0311'ASOTIN TO ROGERSBURG, AT THE MOUTH OF A ROCKY WASH, ABOUT 200 YARDS
 RZ0311'SE OF A RANCH HOUSE, 19 METERS E OF THE CENTER OF THE ROAD AT A
 RZ0311'CURVE, AND ABOUT 25 METERS W OF THE SNAKE RIVER.
 RZ0311'
 RZ0311'THE MARK, STAMPED BURR 1945, IS A BRONZE AZIMUTH DISK BRAZED TO
 RZ0311'THE TOP OF A 2-1/2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE THE
 RZ0311'SURFACE OF THE GROUND.
 RZ0311'
 RZ0311'TO REACH, SEE DESCRIPTION FOR TRIANGULATION STATION BURR.
 RZ0311'
 RZ0311'INTERSECTED FROM TRIANGULATION STATIONS RED BIRD, BURR, AND EARL.
 RZ0311
 RZ0311                          STATION RECOVERY (1946)
 RZ0311
 RZ0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 RZ0311'13.45 MI S FROM ASOTIN.
 RZ0311'ALONG THE ASOTIN-ROGERSBURG ROAD WHICH FOLLOWS THE WEST BANK OF THE
 RZ0311'SNAKE RIVER, 13.45 MILES SOUTH OF THE COURT HOUSE AT ASOTIN, 0.1 MILE
 RZ0311'SOUTH OF AND ACROSS THE ROAD FROM A RANCH HOUSE AND CORRALS, DIRECTLY
 RZ0311'ACROSS THE ROAD FROM THE CENTER OF THE MOUTH OF A LARGE PROMINENT
 RZ0311'CANYON, ON A SMALL ROCKY BAR BETWEEN THE ROAD AND THE RIVER, 63.0 FEET
 RZ0311'EAST OF CENTER OF THE ROAD, BRONZE AZIMUTH MARK DISK BRAZED ON TOP OF
 RZ0311'A 2-INCH CAST IRON SOIL PIPE, ABOUT 6 FEET BELOW THE ROAD AND
 RZ0311'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0713 ***********************************************************************
 SD0713  DESIGNATION -  BURROWS
 SD0713  PID         -  SD0713
 SD0713  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0713  USGS QUAD   -  COPALIS CROSSING (1994)
 SD0713
 SD0713                         *CURRENT SURVEY CONTROL
 SD0713  ___________________________________________________________________
 SD0713* NAD 83(1991)-  47 03 03.57588(N)    124 02 00.63744(W)     ADJUSTED  
 SD0713* NAVD 88     -        40.7    (meters)     134.     (feet)  VERTCON   
 SD0713  ___________________________________________________________________
 SD0713  LAPLACE CORR-          13.03  (seconds)                    DEFLEC99
 SD0713  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 SD0713
 SD0713  HORZ ORDER  -  FIRST
 SD0713
 SD0713.The horizontal coordinates were established by classical geodetic methods
 SD0713.and adjusted by the National Geodetic Survey in December 1991..
 SD0713
 SD0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0713
 SD0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0713
 SD0713.The geoid height was determined by GEOID03.
 SD0713
 SD0713;                    North         East     Units Scale Factor Converg.
 SD0713;SPC WA S     -   196,934.386   231,614.982   MT  0.99994765   -2 34 00.2
 SD0713;SPC WA S     -   646,108.90    759,890.15   sFT  0.99994765   -2 34 00.2
 SD0713;UTM  10      - 5,211,349.077   421,501.863   MT  0.99967573   -0 45 23.5
 SD0713
 SD0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0713!SPC WA S     -   0.99999741  x   0.99994765  =   0.99994506
 SD0713!UTM  10      -   0.99999741  x   0.99967573  =   0.99967314
 SD0713
 SD0713|---------------------------------------------------------------------|
 SD0713| PID    Reference Object                     Distance      Geod. Az  |
 SD0713|                                                           dddmmss.s |
 SD0713| DD9470 BURROWS RM 3                         13.087 METERS 06633     |
 SD0713| DD9472 BURROWS WP                            1.800 METERS 11950     |
 SD0713| DD9467 BURROWS AZ MK                                      1264221.5 |
 SD0713| DD9471 BURROWS RM 4                         14.569 METERS 13631     |
 SD0713| DD9468 BURROWS RM 1                         14.502 METERS 13823     |
 SD0713| DD9469 BURROWS RM 2                          8.190 METERS 22952     |
 SD0713|---------------------------------------------------------------------|
 SD0713
 SD0713                          SUPERSEDED SURVEY CONTROL
 SD0713
 SD0713  NAD 83(1986)-  47 03 03.56791(N)    124 02 00.63833(W) AD(       ) 1
 SD0713  NAD 27      -  47 03 04.25200(N)    124 01 56.02100(W) AD(       ) 1
 SD0713  NGVD 29 (07/19/86)   39.7    (m)          130.     (f) VERT ANG       
 SD0713
 SD0713.Superseded values are not recommended for survey control.
 SD0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0713.See file dsdata.txt to determine how the superseded data were derived.
 SD0713
 SD0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT2150211349(NAD 83)
 SD0713_MARKER: Z = SEE DESCRIPTION
 SD0713_SETTING: 0 = UNSPECIFIED SETTING
 SD0713
 SD0713  HISTORY     - Date     Condition        Report By
 SD0713  HISTORY     - 1939     MONUMENTED       CGS
 SD0713  HISTORY     - 1940     SEE DESCRIPTION  CGS
 SD0713  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0713  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SD0713  HISTORY     - 1961     SEE DESCRIPTION  RAYONI
 SD0713  HISTORY     - 1962     SEE DESCRIPTION  WEYCO
 SD0713  HISTORY     - 1974     SEE DESCRIPTION  RAYONI
 SD0713
 SD0713                          STATION DESCRIPTION
 SD0713
 SD0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SD0713'THIS STATION IS ON THE SW END OF A LOGGED OFF RIDGE ABOUT 150 FEET
 SD0713'IN ELEVATION, 1-1/4 MILES NE OF NORTH BAY, GRAYS HARBOR, 1/2
 SD0713'MILE SE OF RAILROAD STATION BURROWS ON THE MOCLIPS BRANCH OF
 SD0713'THE NORTHERN PACIFIC RAILROAD.  THERE ARE SEVERAL LARGE, OLD,
 SD0713'BURNED, DEAD SNAGS IN THE VICINITY OF THE STATION.  THE HIGHWAY
 SD0713'PARALLELS THE RAILROAD AT THIS POINT, AND FOLLOWS A SIDE HILL
 SD0713'CUT, WHICH LEAVES A STEEP RED CLAY BLUFF ON THE W SLOPE OF THE
 SD0713'RIDGE.  THE STATION IS ABOUT 1/4 MILE E OF THIS STEEP
 SD0713'BLUFF.
 SD0713'
 SD0713'THE STATION MARKS ARE STANDARD DISKS AS FOLLOWS--THE SUBSURFACE
 SD0713'MARK IS CEMENTED IN THE TOP END OF A 14-INCH SECTION OF 4-INCH
 SD0713'CAST IRON SOIL PIPE, PLACED 3 FEET BELOW THE SURFACE.  THE
 SD0713'SURFACE MARK IS CEMENTED IN A 3-FOOT SECTION OF SIMILAR PIPE AND
 SD0713'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 SD0713'
 SD0713'REFERENCE MARKS ARE STANDARD REFERENCE DISKS CEMENTED IN THE
 SD0713'TOP END OF 3-FOOT SECTIONS OF 4-INCH CAST IRON SOIL PIPE, WHICH
 SD0713'PROJECT ABOUT 5 INCHES.
 SD0713'
 SD0713'NOTE--STATION NOT OCCUPIED.  DISTANCES AND DIRECTIONS TO
 SD0713'REFERENCE MARKS WERE NOT MEASURED.
 SD0713
 SD0713                          STATION RECOVERY (1940)
 SD0713
 SD0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (GLB)
 SD0713'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN
 SD0713'GOOD CONDITION.  A WHITE 4- BY 4-INCH MARKER POST WAS SET JUST
 SD0713'1.8 METERS E OF THE CENTER MARK, STENCILED U.S. STA. MK.
 SD0713'
 SD0713'REFERENCE MARK NO.1 IS SE OF THE STATION.
 SD0713'
 SD0713'REFERENCE MARK NO.2 IS SW OF THE STATION.
 SD0713'
 SD0713'TO REACH STATION--BEGIN AT POST OFFICE, HOQUIAM, WASHINGTON, AND
 SD0713'GO N ON EIGHTH STREET 0.3 MILE, TURN LEFT ON U.S. HIGHWAY 101
 SD0713'(SIMPSON AVENUE) AND FOLLOW THIS HIGHWAY FOR 4.7 MILES.  AT THIS
 SD0713'POINT TURN LEFT ON STATE HIGHWAY 9C.  FOLLOW STATE HIGHWAY 9C FOR
 SD0713'6.2 MILES TO JUNCTION WITH GRAVEL ROAD (HARBOR CITY ROAD).
 SD0713'FOLLOW GRAVEL ROAD FOR 1.6 MILES AND PARK OPPOSITE RED CLAY SIDE
 SD0713'HILL CUT.  TAKE LOGGING ROAD AT S SIDE OF CUT AND FOLLOW UP
 SD0713'THE HILL FOR ABOUT 1/4 MILE, TAKING LEFT FORK WHEN WELL UP THE
 SD0713'HILL.
 SD0713
 SD0713                          STATION RECOVERY (1951)
 SD0713
 SD0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 SD0713'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 SD0713'CONDITION.  REFERENCE MARK 1 WAS FOUND LOOSE ON THE GROUND, IT WAS
 SD0713'RESET AT A DIFFERENT LOCATION AND A NEW DIRECTION WAS ESTABLISHED
 SD0713'OFF REFERENCE MARK 2 BECAUSE NO OTHER OBJECT WAS VISIBLE
 SD0713'WITHOUT BUILDING.
 SD0713'
 SD0713'STATION IS LOCATED ABOUT 8-1/2 MILES NW OF HOQUIAM, ABOUT 3-3/4
 SD0713'MILES E OF SADDLE HILL, ABOUT 0.5 MILE S-SE OF A BRIDGE OVER
 SD0713'HUMPTULIPS RIVER, ON THE SW END OF A LOGGED OFF RIDGE WHICH IS
 SD0713'COVERED WITH WAIST-HIGH BRUSH AND OCCASIONAL DEAD SNAGS, ABOUT
 SD0713'0.2 MILE E OF STATE HIGHWAY 9C, AND 3 FEET W OF A WHITE WOODEN
 SD0713'WITNESS POST.  IT IS A STANDARD DISK, STAMPED BURROWS 1939
 SD0713'CEMENTED IN THE TOP OF A 4-INCH SOIL PIPE PROJECTING 5 INCHES.
 SD0713'
 SD0713'REFERENCE MARK 2 IS SW OF THE STATION.  IT IS A STANDARD DISK,
 SD0713'STAMPED BURROWS NO 2 1939 SET IN THE TOP OF A 4-INCH SOIL PIPE
 SD0713'PROJECTING 4 INCHES ABOVE THE SURFACE.  THE DISTANCE FROM THE
 SD0713'STATION WAS VERIFIED.
 SD0713'
 SD0713'REFERENCE MARK 1 WAS RESET AND A NEW DIRECTION WAS ESTABLISHED OFF
 SD0713'REFERENCE MARK 2.
 SD0713'
 SD0713'TO REACH FROM THE POST OFFICE AT HOQUIAM GO N ALONG EIGHTH
 SD0713'STREET FOR 0.3 MILE, TURN LEFT ON U.S. HIGHWAY 101 AND GO 4.7
 SD0713'MILES TO THE JUNCTION OF STATE HIGHWAY 9C, TURN LEFT ON STATE
 SD0713'HIGHWAY 9C AND GO 6.2 MILES TO THE JUNCTION OF A BLACKTOP ROAD
 SD0713'(HARBOR CITY ROAD) LEFT, FOLLOW THE ROAD LEFT FOR 1.6 MILES TO AN
 SD0713'OLD LOGGING ROAD LEADING UP A STEEP HILL TO THE LEFT, CONTINUE
 SD0713'UP THE OLD LOGGING ROAD (TAKING THE LEFT FORK WHEN WELL UP ON
 SD0713'THE TOP) FOR ABOUT 0.25 MILE TO THE STATION.
 SD0713'
 SD0713'A 30-FOOT TOWER IS NECESSARY TO SEE OUT FROM THE STATION.
 SD0713
 SD0713                          STATION RECOVERY (1953)
 SD0713
 SD0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SD0713'THE STATION AND REFERENCE MARK NUMBER 2 WERE RECOVERED, AS
 SD0713'DESCRIBED, IN GOOD CONDITION.  REFERENCE MARK NUMBER 1 WAS FOUND
 SD0713'LYING ON TOP OF THE GROUND AND WAS DESTROYED.  TWO ADDITIONAL
 SD0713'REFERENCE MARKS, STAMPED NO 3 AND NO 4, WERE ESTABLISHED.  AN
 SD0713'AZIMUTH MARK WAS ALSO ESTABLISHED.  OBSERVATIONS WERE MADE FROM A
 SD0713'103 FOOT STEEL TOWER.  A NEW DESCRIPTION FOLLOWS--
 SD0713'
 SD0713'THE STATION IS LOCATED NEAR THE SOUTHWEST END OF A LOGGED OFF,
 SD0713'LOW, RIDGE AND LIES ABOUT 7 MILES NORTHWEST OF HOQUIAM, ABOUT 6
 SD0713'MILES EAST SOUTHEAST OF OCEAN CITY, ABOUT 1.5 MILES NORTH OF
 SD0713'NORTH BAY AND ABOUT 0.3 MILE NORTHEAST OF A PAVED ROAD.
 SD0713'
 SD0713'TO REACH FROM HOQUIAM.  GO NORTH, ON U.S. HIGHWAY NUMBER 101, FOR
 SD0713'4.4 MILES.  TURN LEFT, ONTO THE HIGHWAY WHICH LEADS TOWARD THE
 SD0713'BEACHES, AND GO WESTERLY FOR 6.0 MILES.  TURN LEFT AND GO
 SD0713'SOUTHWEST FOR 1.0 MILE.  CONTINUE SOUTHWEST, ON STATE HIGHWAY
 SD0713'NUMBER 9C, FOR 0.5 MILE.  TURN LEFT, ONTO A TRACK ROAD, AND GO
 SD0713'NORTHEASTERLY FOR 0.3 MILE TO THE END OF THE ROAD AND THE
 SD0713'STATION.
 SD0713'
 SD0713'THE STATION IS A STANDARD DISK, STAMPED BURROWS 1939, SET IN
 SD0713'THE TOP OF A 4 INCH CAST IRON SOIL PIPE WHICH PROJECTS 4 INCHES.
 SD0713'
 SD0713'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BURROWS
 SD0713'NO 2 1939, SET IN THE TOP OF A 4 INCH CAST IRON SOIL PIPE WHICH
 SD0713'PROJECTS 3 INCHES.  IT IS LOCATED 30 FEET EAST NORTHEAST OF A
 SD0713'LARGE SNAG AND ABOUT 2 FEET HIGHER THAN THE STATION.
 SD0713'
 SD0713'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED BURROWS
 SD0713'NO 3 1939, BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH
 SD0713'PROJECTS 10 INCHES.  IT IS LOCATED 5 FEET NORTH OF A BROKEN SNAG
 SD0713'AND ABOUT 2 FEET LOWER THAN THE STATION.
 SD0713'
 SD0713'REFERENCE MARK NUMBER 4 IS A STANDARD DISK, STAMPED BURROWS
 SD0713'NO 4 1939, BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE
 SD0713'WHICH PROJECTS 3 INCHES.  IT IS LOCATED ABOUT 2 FEET LOWER THAN
 SD0713'THE STATION.
 SD0713'
 SD0713'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BURROWS 1953,
 SD0713'BRAZED TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH PROJECTS
 SD0713'6 INCHES.  IT IS LOCATED ON THE SIDE OF THE FIRST RIDGE TO THE
 SD0713'SOUTH AND LIES 10 FEET NORTH OF THE LARGEST OF THREE LARGE SNAG
 SD0713'TREES.
 SD0713'
 SD0713'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 SD0713
 SD0713                          STATION RECOVERY (1961)
 SD0713
 SD0713'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1961
 SD0713'STATION FOUND IN GOOD CONDITION.  THE ROAD PREVIOUS DESCRIBED IS
 SD0713'NOT DRIVABLE TO THE STATION.  FROM THE END OF TRUCK TRAVEL THE
 SD0713'STATION BEARS S 15 DEG W, 800 FEET.
 SD0713
 SD0713                          STATION RECOVERY (1962)
 SD0713
 SD0713'RECOVERY NOTE BY WEYERHAEUSER COMPANY 1962
 SD0713'STATION AND REFERENCE MARKS NO. 2, 3, AND 4 WERE RECOVERED AS
 SD0713'DESCRIBED IN GOOD CONDITION.
 SD0713
 SD0713                          STATION RECOVERY (1974)
 SD0713
 SD0713'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1974
 SD0713'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT
 SD0713'IS SIX FEET NORTH 60 DEG WEST OF A WHITE POST.  SOUTHEAST OF THE
 SD0713'STATION A LONG, LARGE LOG LIES NORTH 66 DEG WEST- SOUTH 66 DEG
 SD0713'EAST.  IF THE LINE ALONG THE LOG IS PROJECTED 20 FEET NORTH 66 DEG
 SD0713'WEST (20 FEET BEYOND THE END) THEN THE STATION LIES 3-1/2 FEET
 SD0713'NORTH OF THE PROJECTION.  THE STATION IS ON THE CREST OF THE
 SD0713'RIDGE WHERE IT DROPS OFF TO THE NORTH AND IS IN AN AREA OF FERNS,
 SD0713'SALAL, AND SCATTERED CONIFERS.
 SD0713'
 SD0713'REFERENCE MARK NO. 2 BEARS SOUTH 51 DEG WEST ON THE CREST OF THE
 SD0713'RIDGE.  A THREE INCH HEMLOCK TREE IS ON LINE BETWEEN R. M. NO. 2 AND
 SD0713'THE STATION AND IS 5.7 FEET FROM R. M. NO. 2.  A LONG, LARGE
 SD0713'LOG RUNS NORTH FROM A POINT 9 FEET WEST OF R. M. NO. 2.  FROM
 SD0713'R. M. NO. 2 SNAGS BEAR SOUTH 37 DEG EAST 72 FEET AND SOUTH 34 DEG
 SD0713'WEST 40 FEET.
 SD0713'
 SD0713'REFERENCE MARK NO. 3 WAS RECOVERED AND BEARS NORTH 66-1/2 DEG EAST.
 SD0713'
 SD0713'REFERENCE MARK NO. 4 WAS RECOVERED AND BEARS SOUTH 41-1/2 DEG
 SD0713'EAST.  IT IS THREE FEET NORTHEAST OF A CUT-OFF TREE.  THE SOIL
 SD0713'PIPE FOR REFERENCE MARK NO. 1 IS BESIDE IT.
 SD0713'
 SD0713'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND IS SOUTH
 SD0713'53-1/2 DEG EAST 1880 FEET FROM THE STATION.  AN INVERTED V OF
 SD0713'FIVE NAILS (INVERTED V) WAS PLACED ON A 60 INCH DIAMETER SNAG 50
 SD0713'FEET TALL SOUTH 40 DEG EAST 9.6 FEET FROM THE MARK.  THIS IS THE
 SD0713'WESTERNMOST OF THREE VISIBLE SNAGS ON A RATHER OPEN RIDGE.
 SD0713'
 SD0713'TO REACH THIS STATION FROM HOQUIAM, WASHINGTON, TAKE STATE
 SD0713'HIGHWAY 109 TO OCEAN SHORES.  TURN RIGHT ON THE GRASS CREEK
 SD0713'ROAD.  THIS TURN OFF IS 200 FEET SOUTHEAST OF THE NORTHERN
 SD0713'PACIFIC RAILROAD CROSSING AND 0.4 MILE SOUTHEAST OF THE BRIDGE
 SD0713'OVER THE HUMPTULIPS RIVER.  GO 0.3 MILE TO THE ENTRANCE TO A DIRT
 SD0713'PIT ON THE RIGHT.  THEN GO NORTH 72 DEG EAST ACROSS THE PIT FOR
 SD0713'1140 FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1424 ***********************************************************************
 TR1424  DESIGNATION -  BURROWS
 TR1424  PID         -  TR1424
 TR1424  STATE/COUNTY-  WA/SKAGIT
 TR1424  USGS QUAD   -  DECEPTION PASS (1978)
 TR1424
 TR1424                         *CURRENT SURVEY CONTROL
 TR1424  ___________________________________________________________________
 TR1424* NAD 83(1991)-  48 28 38.18663(N)    122 42 16.72367(W)     ADJUSTED  
 TR1424* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 TR1424  ___________________________________________________________________
 TR1424  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 TR1424  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1424
 TR1424  HORZ ORDER  -  SECOND
 TR1424
 TR1424.The horizontal coordinates were established by classical geodetic methods
 TR1424.and adjusted by the National Geodetic Survey in December 1991..
 TR1424
 TR1424.The orthometric height was scaled from a topographic map.
 TR1424
 TR1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1424
 TR1424.The geoid height was determined by GEOID03.
 TR1424
 TR1424;                    North         East     Units Scale Factor Converg.
 TR1424;SPC WA N     -   165,931.651   361,664.491   MT  0.99996191   -1 23 35.6
 TR1424;SPC WA N     -   544,394.09  1,186,560.92   sFT  0.99996191   -1 23 35.6
 TR1424;UTM  10      - 5,369,391.590   521,828.126   MT  0.99960585   +0 13 16.1
 TR1424
 TR1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1424!SPC WA N     -   0.99997583  x   0.99996191  =   0.99993774
 TR1424!UTM  10      -   0.99997583  x   0.99960585  =   0.99958169
 TR1424
 TR1424|---------------------------------------------------------------------|
 TR1424| PID    Reference Object                     Distance      Geod. Az  |
 TR1424|                                                           dddmmss.s |
 TR1424| CF7650 BURROWS RM 2                         15.220 METERS 08938     |
 TR1424| CF7649 BURROWS RM 1                         23.480 METERS 18808     |
 TR1424| TR2054 JAM                                 APPROX. 6.0 KM 3070424.0 |
 TR1424|---------------------------------------------------------------------|
 TR1424
 TR1424                          SUPERSEDED SURVEY CONTROL
 TR1424
 TR1424  NAD 83(1986)-  48 28 38.18855(N)    122 42 16.72765(W) AD(       ) 2
 TR1424  NAD 27      -  48 28 38.82300(N)    122 42 12.09900(W) AD(       ) 2
 TR1424
 TR1424.Superseded values are not recommended for survey control.
 TR1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1424.See file dsdata.txt to determine how the superseded data were derived.
 TR1424
 TR1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2182869392(NAD 83)
 TR1424_MARKER: Z = SEE DESCRIPTION
 TR1424_SETTING: 0 = UNSPECIFIED SETTING
 TR1424
 TR1424  HISTORY     - Date     Condition        Report By
 TR1424  HISTORY     - 1939     MONUMENTED       CGS
 TR1424  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1424  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR1424
 TR1424                          STATION DESCRIPTION
 TR1424
 TR1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CAE)
 TR1424'STATION IS ON THE W END OF A HEAVILY WOODED PLATEAU ON THE TOP OF
 TR1424'BURROWS ISLAND AND ABOUT 600 FEET ABOVE HIGH WATER.  THE STATION IS
 TR1424'ON THE EXTREME W END OF THE PLATEAU, THE GROUND BEGINNING TO BREAK
 TR1424'RAPIDLY TO THE STRAITS.  THE STATION IS 22.10 METERS E OF A FIR
 TR1424'TREE ABOUT 2 FEET IN DIAMETER AND LOWER DOWN THE SLOPE FROM THE
 TR1424'STATION.  MARK IS SET IN AN OUTCROP OF ROCK THAT IS FLUSH WITH
 TR1424'THE GROUND.  VISTAS WERE CLEARED FOR DECEPTION, BOULDER, BIRD
 TR1424'ROCKS 2, JAM AND FIDALGO 2.
 TR1424'
 TR1424'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 TR1424'DRILL HOLES IN OUTCROPPING BEDROCK.
 TR1424'
 TR1424'REFERENCE MARK NO.1 IS S OF THE STATION IN BEDROCK, THE ROCK
 TR1424'BREAKING ABOUT 2 FEET W OF THE MARK INTO A 10-FOOT CLIFF.
 TR1424'
 TR1424'REFERENCE MARK NO.2 IS E OF THE STATION, IN AN OUTCROP OF ROCK
 TR1424'ABOUT 2 FEET HIGHER THAN THE SURROUNDING GROUND AND ABOUT 6 FEET
 TR1424'HIGHER THAN THE STATION.
 TR1424'
 TR1424'STATION CAN BE REACHED EASILY BY LANDING ON BURROWS ISLAND WHEN
 TR1424'THE W END OF ALLEN ISLAND IS ABOUT ABEAM ON THE S, AND CLIMBING
 TR1424'UP STEEP SLOPE TO STATION.
 TR1424
 TR1424                          STATION RECOVERY (1953)
 TR1424
 TR1424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1424'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR1424'AS DESCRIBED IN 1939.  A COMPLETE DESCRIPTION FOLLOWS--
 TR1424'
 TR1424'ON BURROWS ISLAND, ABOUT 600 FT. ABOVE WATER SURFACE, ON TOP
 TR1424'OF A HEAVILY-WOODED PLATEAU FROM WHICH THE GROUND IS BEGINNING TO
 TR1424'BREAK RAPIDLY TOWARD THE STRAITS, AND 22.10 M. E OF A 2-FT. IN
 TR1424'DIAMETER FIR TREE WHICH IS LOWER ON THE SLOPE THAN THE STATION.  A
 TR1424'STANDARD DISK, SET IN A DRILL HOLE FLUSH WITH THE SURFACE OF A
 TR1424'ROCK OUTCROP, AND STAMPED BURROWS 1939.
 TR1424'
 TR1424'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 TR1424'BURROWS NO 1 1939 AND SET IN A DRILL HOLE FLUSH WITH THE SURFACE
 TR1424'OF A ROCK OUTCROP WHICH BREAKS ABOUT 2 FT. W INTO A 10-FT. CLIFF,
 TR1424'AND S OF THE STATION.
 TR1424'
 TR1424'REFERENCE MARK 2 IS E OF THE STATION.  A STANDARD REFERENCE-MARK
 TR1424'DISK, STAMPED BURROWS NO 2 1939 AND SET IN A DRILL HOLE FLUSH
 TR1424'WITH THE SURFACE OF A ROCK OUTCROP WHICH IS 2 FT. HIGHER THAN THE
 TR1424'SURROUNDING GROUND, AND ABOUT 6 FT. HIGHER THAN THE STATION.
 TR1424'
 TR1424'TO REACH THE STATION FROM BURROWS ISLAND LIGHT, FOLLOW A FAINT
 TR1424'TRAIL E TO THE TOP OF THE HILL AND THE STATION.
 TR1424
 TR1424                          STATION RECOVERY (1988)
 TR1424
 TR1424'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR1424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1417 ***********************************************************************
 TR1417  DESIGNATION -  BURROWS ISLAND LIGHT
 TR1417  PID         -  TR1417
 TR1417  STATE/COUNTY-  WA/SKAGIT
 TR1417  USGS QUAD   -  DECEPTION PASS (1978)
 TR1417
 TR1417                         *CURRENT SURVEY CONTROL
 TR1417  ___________________________________________________________________
 TR1417* NAD 83(1991)-  48 28 40.57951(N)    122 42 48.75761(W)     ADJUSTED  
 TR1417* NAVD 88     -                                                        
 TR1417  ___________________________________________________________________
 TR1417  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 TR1417  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1417
 TR1417  HORZ ORDER  -  THIRD
 TR1417
 TR1417.The horizontal coordinates were established by classical geodetic methods
 TR1417.and adjusted by the National Geodetic Survey in December 1991..
 TR1417
 TR1417
 TR1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1417
 TR1417.The geoid height was determined by GEOID03.
 TR1417
 TR1417;                    North         East     Units Scale Factor Converg.
 TR1417;SPC WA N     -   166,021.573   361,008.625   MT  0.99996198   -1 23 59.5
 TR1417;SPC WA N     -   544,689.11  1,184,409.13   sFT  0.99996198   -1 23 59.5
 TR1417;UTM  10      - 5,369,462.974   521,170.221   MT  0.99960551   +0 12 52.1
 TR1417
 TR1417                          SUPERSEDED SURVEY CONTROL
 TR1417
 TR1417  NAD 83(1986)-  48 28 40.58145(N)    122 42 48.76143(W) AD(       ) 4
 TR1417  NAD 27      -  48 28 41.21500(N)    122 42 44.13300(W) AD(       ) 3
 TR1417
 TR1417.Superseded values are not recommended for survey control.
 TR1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1417.See file dsdata.txt to determine how the superseded data were derived.
 TR1417
 TR1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2117069463(NAD 83)
 TR1417_MARKER: 14 = NAVIGATION LIGHT
 TR1417
 TR1417  HISTORY     - Date     Condition        Report By
 TR1417  HISTORY     - 1926     FIRST OBSERVED   CGS
 TR1417  HISTORY     - 1953     GOOD             CGS
 TR1417  HISTORY     - 1978     GOOD             NOS
 TR1417  HISTORY     - 1988     GOOD             USPSQD
 TR1417  HISTORY     - 1988     GOOD             USPSQD
 TR1417
 TR1417                          STATION DESCRIPTION
 TR1417
 TR1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR1417'STATION IS ON THE TOP OF BURROWS ISLAND LIGHT.  IT IS A SMALL
 TR1417'STEEL SPIRE WHICH IS VERTICAL AND APPEARS TO BE ABOUT 1-1/2 FEET
 TR1417'IN HEIGHT AND TO TAPER FROM A WIDTH OF ABOUT 2 INCHES AT THE
 TR1417'BASE TO A POINT.  THIS SPIRE WAS USED AS A MARK.
 TR1417
 TR1417                          STATION RECOVERY (1953)
 TR1417
 TR1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1417'THE STATION WAS RECOVERED AS DESCRIBED IN 1926.  A COMPLETE
 TR1417'DESCRIPTION FOLLOWS--
 TR1417'
 TR1417'THE LIGHTHOUSE IS LOCATED ON A CLEARING ON THE EXTREME W
 TR1417'EXTENSION OF BURROWS ISLAND, AND ABOUT 20 M. INSHORE FROM THE
 TR1417'HIGH-WATERLINE.  THE STATION IS ATOP THE BURROWS ISLAND LIGHT,
 TR1417'AND IS A SMALL VERTICAL STEEL SPIRE ABOUT 1-1/2 FT. HIGH TAPERING
 TR1417'TO A WIDTH OF ABOUT 2 IN. AT THE BASE.
 TR1417
 TR1417                          STATION RECOVERY (1978)
 TR1417
 TR1417'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 TR1417'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TR1417
 TR1417                          STATION RECOVERY (1988)
 TR1417
 TR1417'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAH)
 TR1417'RECOVERED IN GOOD CONDITION.
 TR1417
 TR1417                          STATION RECOVERY (1988)
 TR1417
 TR1417'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2687 ***********************************************************************
 TR2687  DESIGNATION -  BURROWS NE
 TR2687  PID         -  TR2687
 TR2687  STATE/COUNTY-  WA/SKAGIT
 TR2687  USGS QUAD   -  DECEPTION PASS (1978)
 TR2687
 TR2687                         *CURRENT SURVEY CONTROL
 TR2687  ___________________________________________________________________
 TR2687* NAD 83(1991)-  48 29 15.33959(N)    122 41 10.49711(W)     ADJUSTED  
 TR2687* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 TR2687  ___________________________________________________________________
 TR2687  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 TR2687  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR2687
 TR2687  HORZ ORDER  -  THIRD
 TR2687
 TR2687.The horizontal coordinates were established by classical geodetic methods
 TR2687.and adjusted by the National Geodetic Survey in December 1991..
 TR2687
 TR2687.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2687
 TR2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2687
 TR2687.The geoid height was determined by GEOID03.
 TR2687
 TR2687;                    North         East     Units Scale Factor Converg.
 TR2687;SPC WA N     -   167,045.980   363,051.787   MT  0.99996306   -1 22 46.3
 TR2687;SPC WA N     -   548,050.02  1,191,112.40   sFT  0.99996306   -1 22 46.3
 TR2687;UTM  10      - 5,370,544.150   523,182.993   MT  0.99960660   +0 14 05.8
 TR2687
 TR2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2687!SPC WA N     -   1.00000287  x   0.99996306  =   0.99996593
 TR2687!UTM  10      -   1.00000287  x   0.99960660  =   0.99960947
 TR2687
 TR2687|---------------------------------------------------------------------|
 TR2687| PID    Reference Object                     Distance      Geod. Az  |
 TR2687|                                                           dddmmss.s |
 TR2687| CS4591 BURROWS NE RM 2                       3.339 METERS 13747     |
 TR2687| CS4592 BURROWS NE RM 1                       2.492 METERS 24403     |
 TR2687|---------------------------------------------------------------------|
 TR2687
 TR2687                          SUPERSEDED SURVEY CONTROL
 TR2687
 TR2687  NAD 83(1986)-  48 29 15.34063(N)    122 41 10.49844(W) AD(       ) 3
 TR2687  NGVD 29 (08/09/90)    2.5    (m)            8.     (f) VERT ANG       
 TR2687
 TR2687.Superseded values are not recommended for survey control.
 TR2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2687.See file dsdata.txt to determine how the superseded data were derived.
 TR2687
 TR2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2318370544(NAD 83)
 TR2687_MARKER: DE = TRAVERSE STATION DISK
 TR2687_SETTING: 66 = SET IN ROCK OUTCROP
 TR2687_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TR2687_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR2687+STABILITY: POSITION/ELEVATION WELL
 TR2687
 TR2687  HISTORY     - Date     Condition        Report By
 TR2687  HISTORY     - 1981     MONUMENTED       NOS
 TR2687
 TR2687                          STATION DESCRIPTION
 TR2687
 TR2687'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RBM)
 TR2687'THE STATION, A DRILL HOLE IN BEDROCK WAS RECOVERED. THE DRILL HOLE
 TR2687'WAS ENLARGED AND DEEPENED AND RE-MARKED WITH A DISK.
 TR2687'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF ANACORTES, ALONG
 TR2687'THE WEST SHORE OF BURROWS BAY, ALONG THE SOUTH SHORE OF BURROWS
 TR2687'PASS, ON THE NORTHEAST TIP OF BURROWS ISLAND AND ABOUT 2.5 METERS
 TR2687'ABOVE SEA LEVEL.
 TR2687'
 TR2687'THE STATION WAS REACHED BY BOAT,
 TR2687'LANDING AT THE FOOT OF A NOTICEABLE CREVICE IN THE ROCKY SHORE
 TR2687'LINE AND PACKING SOUTHWARD, ALONG THE BARE BEDROCK TO THE STATION
 TR2687'SITE.  ABOUT A 2 MINUTE PACK.
 TR2687'
 TR2687'THE STATION IS USCGS TRAVERSE DISK
 TR2687'STAMPED---BURROWS NE 1885 1981---.
 TR2687'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 TR2687'5.0 METER (16.5 FT) SOUTHEAST FROM A PRONOUNCED CREVICE IN THE
 TR2687'BARE BEDROCK.
 TR2687'
 TR2687'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 TR2687'STAMPED---BURROWS NE 1885 NO 1 1981---,
 TR2687'SET INTO A ROCK OUTCROP ON THE BARE BEDROCK, SOUTHWEST OF THE STATION.
 TR2687'MARK IS ABOVE STATION 0.3 METERS.
 TR2687'
 TR2687'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 TR2687'STAMPED---BURROWS NE 1885 NO 2 1981---,
 TR2687'SET INTO A ROCK OUTCROP ON THE OUTER EDGE OF THE ROCKY SHORE
 TR2687'MARK IS BELOW STATION 0.5 METERS.
 TR2687'
 TR2687'HEIGHT OF SIGNAL SHOWN ABOVE THE MARK WAS 1.84 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2029 ***********************************************************************
 SA2029  DESIGNATION -  BURRS
 SA2029  PID         -  SA2029
 SA2029  STATE/COUNTY-  WA/WALLA WALLA
 SA2029  USGS QUAD   -  HUMORIST (1992)
 SA2029
 SA2029                         *CURRENT SURVEY CONTROL
 SA2029  ___________________________________________________________________
 SA2029* NAD 83(1991)-  46 14 18.96174(N)    118 55 51.86903(W)     ADJUSTED  
 SA2029* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 SA2029  ___________________________________________________________________
 SA2029  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 SA2029  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SA2029
 SA2029  HORZ ORDER  -  SECOND
 SA2029
 SA2029.The horizontal coordinates were established by classical geodetic methods
 SA2029.and adjusted by the National Geodetic Survey in December 1991..
 SA2029
 SA2029.The orthometric height was scaled from a topographic map.
 SA2029
 SA2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2029
 SA2029.The geoid height was determined by GEOID03.
 SA2029
 SA2029;                    North         East     Units Scale Factor Converg.
 SA2029;SPC WA S     -   101,823.375   620,994.559   MT  0.99993278   +1 08 22.8
 SA2029;SPC WA S     -   334,065.52  2,037,379.65   sFT  0.99993278   +1 08 22.8
 SA2029;UTM  11      - 5,122,370.556   351,117.621   MT  0.99987248   -1 23 41.7
 SA2029
 SA2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2029!SPC WA S     -   0.99998224  x   0.99993278  =   0.99991503
 SA2029!UTM  11      -   0.99998224  x   0.99987248  =   0.99985473
 SA2029
 SA2029                          SUPERSEDED SURVEY CONTROL
 SA2029
 SA2029  NAD 83(1991)-  46 14 18.96211(N)    118 55 51.86853(W) AD(       ) 2
 SA2029  NAD 83(1986)-  46 14 18.96928(N)    118 55 51.86077(W) AD(       ) 2
 SA2029  NAD 27      -  46 14 19.48200(N)    118 55 47.84900(W) AD(       ) 2
 SA2029
 SA2029.Superseded values are not recommended for survey control.
 SA2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2029.See file dsdata.txt to determine how the superseded data were derived.
 SA2029
 SA2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM5111822371(NAD 83)
 SA2029_MARKER: Z = SEE DESCRIPTION
 SA2029_SETTING: 0 = UNSPECIFIED SETTING
 SA2029_STAMPING: BURRS 1948
 SA2029_MARK LOGO: USE   
 SA2029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2029
 SA2029  HISTORY     - Date     Condition        Report By
 SA2029  HISTORY     - 1948     MONUMENTED       USE
 SA2029  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SA2029  HISTORY     - 1964     SEE DESCRIPTION  USGS
 SA2029
 SA2029                          STATION DESCRIPTION
 SA2029
 SA2029'DESCRIBED BY US ENGINEERS 1948 (WRG)
 SA2029'STATION IS LOCATED ABOUT 7 MILES EAST FROM PASCO ON LEFT BANK OF
 SA2029'SNAKE RIVER.
 SA2029'
 SA2029'TO REACH STATION FROM 4TH. AVE. AND LEWIS ST. PASCO, WN.  GO
 SA2029'EASTERLY ALONG LEWIS ST. (CROSSING SNAKE RIVER BRIDGE) 4.3 MILES
 SA2029'TO T INTERSECTION.  FROM T INTERSECTION GO EAST 5.7 MILES.  TURN
 SA2029'LEFT THROUGH GATE ON TRACK ROAD.  CONTINUE IN NORTHERLY DIRECTION
 SA2029'2.0 MILES TO FORKS.  TURN ON LEFT FORK (THRU CORRAL) 0.54 MILES
 SA2029'TAKE LEFT FORK.  CONTINUE IN SOUTHWESTERLY DIRECTION ON TRACK
 SA2029'ROAD 0.9 MILES TO STATION ABOUT 250 FT. SOUTH OF ROAD.
 SA2029'
 SA2029'ABOUT 200 FT. NORTH FROM WEST END OF SAND DUNE.  LOCATED ON
 SA2029'SHOULDER OF HILL ABOVE RIVER.  C OF E BRONZE DISC.  CONCRETE
 SA2029'MONUMENT 6 IN ABOVE GROUND.  STAMPED---BURRS 1948---.
 SA2029
 SA2029                          STATION RECOVERY (1957)
 SA2029
 SA2029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA2029'RECOVERED IN GOOD CONDITION, ABOUT 7 MILES EAST OF PASCO, ABOUT
 SA2029'450 FEET SOUTH OF THE SNAKE RIVER, ON A SAND DUNE, ON THE NORTH
 SA2029'SLOPE OF A HILL, ABOUT 300 FEET SOUTH (UPHILL) OF A DIM DIRT ROAD,
 SA2029'3.2 FEET WEST OF A WITNESS POST.
 SA2029'
 SA2029'THE STATION IS A CORPS OF ENGINEERS DISK STAMPED BURRS 1948 SET
 SA2029'IN THE TOP OF AN 8 INCH CONCRETE MONUMENT, PROJECTING 6 INCHES
 SA2029'ABOVE THE GROUND.
 SA2029'
 SA2029'TO REACH FROM THE POST OFFICE IN PASCO (THIRD AVENUE AND WEST
 SA2029'LEWIS STREET), GO SOUTHEAST ON WEST LEWIS STREET (U.S. HIGHWAY
 SA2029'395/410) FOR 4.6 MILES, TURN LEFT ON STATE HIGHWAY 30 (TOWARD
 SA2029'BURBANK HEIGHTS), GO 1.1 MILES, TURN LEFT ON A GRAVEL ROAD, GO 0.9
 SA2029'MILE TO A T-ROAD, TURN RIGHT, GO 0.7 MILE TO A CROSSROADS, TURN
 SA2029'LEFT ON A DIRT ROAD, GO 0.6 MILE ALONG AN IRRIGATION DITCH TO A
 SA2029'ROAD RIGHT, TURN RIGHT, GO 0.05 MILE PAST A HOUSE TO A ROAD
 SA2029'FORK, TAKE RIGHT FORK, GO 0.9 MILE TO WHERE THE ROAD IS ERODED
 SA2029'BY A DRIFTING DUNE, (FROM HERE A 4-WHEEL DRIVE VEHICLE IS
 SA2029'SUGGESTED), CONTINUE FOR 1.6 MILES ON DIM DIRT ROAD, ACROSS THE
 SA2029'SAND DUNES, FOLLOWING THE SOUTH SHORE OF THE SNAKE RIVER, TO
 SA2029'THE STATION ON THE RIGHT.
 SA2029
 SA2029                          STATION RECOVERY (1964)
 SA2029
 SA2029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SA2029'STATION WAS SEARCHED FOR BUT NOT FOUND, DUE TO THE DRIFTING SAND
 SA2029'IN THE GENERAL AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2825 ***********************************************************************
 SY2825  DESIGNATION -  BURT 1935
 SY2825  PID         -  SY2825
 SY2825  STATE/COUNTY-  WA/KING
 SY2825  USGS QUAD   -  VASHON (1994)
 SY2825
 SY2825                         *CURRENT SURVEY CONTROL
 SY2825  ___________________________________________________________________
 SY2825* NAD 83(1991)-  47 23 04.83779(N)    122 27 00.41452(W)     ADJUSTED  
 SY2825* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY2825  ___________________________________________________________________
 SY2825  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 SY2825  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY2825
 SY2825  HORZ ORDER  -  SECOND
 SY2825
 SY2825.The horizontal coordinates were established by classical geodetic methods
 SY2825.and adjusted by the National Geodetic Survey in December 1991..
 SY2825
 SY2825.The orthometric height was scaled from a topographic map.
 SY2825
 SY2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2825
 SY2825.The geoid height was determined by GEOID03.
 SY2825
 SY2825;                    North         East     Units Scale Factor Converg.
 SY2825;SPC WA N     -    44,051.845   377,925.501   MT  1.00002351   -1 12 13.4
 SY2825;SPC WA N     -   144,526.76  1,239,910.58   sFT  1.00002351   -1 12 13.4
 SY2825;SPC WA S     -   229,838.531   352,763.134   MT  1.00001216   -1 24 59.6
 SY2825;SPC WA S     -   754,061.91  1,157,357.05   sFT  1.00001216   -1 24 59.6
 SY2825;UTM  10      - 5,248,059.901   541,504.266   MT  0.99962117   +0 24 16.8
 SY2825
 SY2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2825!SPC WA N     -   1.00000322  x   1.00002351  =   1.00002673
 SY2825!SPC WA S     -   1.00000322  x   1.00001216  =   1.00001538
 SY2825!UTM  10      -   1.00000322  x   0.99962117  =   0.99962439
 SY2825
 SY2825:                Primary Azimuth Mark                     Grid Az
 SY2825:SPC WA N     -  SLEET                                    089 06 41.8
 SY2825:SPC WA S     -  SLEET                                    089 19 28.0
 SY2825:UTM  10      -  SLEET                                    087 30 11.6
 SY2825
 SY2825|---------------------------------------------------------------------|
 SY2825| PID    Reference Object                     Distance      Geod. Az  |
 SY2825|                                                           dddmmss.s |
 SY2825| SY2810 SLEET                               APPROX. 0.9 KM 0875428.4 |
 SY2825|---------------------------------------------------------------------|
 SY2825
 SY2825                          SUPERSEDED SURVEY CONTROL
 SY2825
 SY2825  NAD 83(1986)-  47 23 04.83261(N)    122 27 00.42659(W) AD(       ) 2
 SY2825  NAD 27      -  47 23 05.49100(N)    122 26 55.96800(W) AD(       ) 2
 SY2825
 SY2825.Superseded values are not recommended for survey control.
 SY2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2825.See file dsdata.txt to determine how the superseded data were derived.
 SY2825
 SY2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4150448060(NAD 83)
 SY2825_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY2825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY2825+STABILITY: SURFACE MOTION
 SY2825
 SY2825  HISTORY     - Date     Condition        Report By
 SY2825  HISTORY     - 1935     MONUMENTED       CGS
 SY2825  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SY2825  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SY2825
 SY2825                          STATION DESCRIPTION
 SY2825
 SY2825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2825'STATION IS LOCATED IN PUGET SOUND ON VASHON ISLAND, IN QUARTERMASTER
 SY2825'HARBOR, ABOUT 3/4 MILE E OF THE DOCK AT BURTON, ON LEONIDAS POINT,
 SY2825'THE W ENTRANCE POINT TO INNER HARBOR.  THE NARROW SPIT ON WHICH
 SY2825'STATION IS PLACED IS UNSTABLE, BEING COMPRISED OF LOOSE SAND AND
 SY2825'SHELL.  POINT FORMS A SMALL COVE TO NORTHWARD.  CEMENT MONUMENT WAS
 SY2825'PLACED AT STORM HIGH-WATER MARK.
 SY2825'
 SY2825'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 SY2825'IN NOTE 1A.
 SY2825'
 SY2825'REFERENCE MARK WAS SET IN S CORNER OF A CEMENT RETAINING WALL, NEAR
 SY2825'AN UNUSED WELL, ON FIRM LAND.
 SY2825
 SY2825                          STATION RECOVERY (1938)
 SY2825
 SY2825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HJO)
 SY2825'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 SY2825
 SY2825                          STATION RECOVERY (1958)
 SY2825
 SY2825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CMB)
 SY2825'STATION WAS NOT FOUND BUT COULD POSSIBLY STILL BE THERE AS SEARCH WAS
 SY2825'NOT EXTENSIVE.  THE AREA AROUND THE MARK HAS CHANGED CONSIDERABLY
 SY2825'FROM OLD SKETCH BUT THE RETAINING WALL DESCRIBED IS STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2794 ***********************************************************************
 SY2794  DESIGNATION -  BURTON
 SY2794  PID         -  SY2794
 SY2794  STATE/COUNTY-  WA/KING
 SY2794  USGS QUAD   -  VASHON (1994)
 SY2794
 SY2794                         *CURRENT SURVEY CONTROL
 SY2794  ___________________________________________________________________
 SY2794* NAD 83(1991)-  47 23 05.12240(N)    122 28 46.78238(W)     ADJUSTED  
 SY2794* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY2794  ___________________________________________________________________
 SY2794  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 SY2794  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY2794
 SY2794  HORZ ORDER  -  SECOND
 SY2794
 SY2794.The horizontal coordinates were established by classical geodetic methods
 SY2794.and adjusted by the National Geodetic Survey in December 1991..
 SY2794
 SY2794.The orthometric height was scaled from a topographic map.
 SY2794
 SY2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2794
 SY2794.The geoid height was determined by GEOID03.
 SY2794
 SY2794;                    North         East     Units Scale Factor Converg.
 SY2794;SPC WA N     -    44,107.930   375,695.119   MT  1.00002349   -1 13 32.6
 SY2794;SPC WA N     -   144,710.77  1,232,593.07   sFT  1.00002349   -1 13 32.6
 SY2794;SPC WA S     -   229,902.889   350,533.001   MT  1.00001217   -1 26 16.9
 SY2794;SPC WA S     -   754,273.06  1,150,040.35   sFT  1.00001217   -1 26 16.9
 SY2794;UTM  10      - 5,248,053.359   539,274.089   MT  0.99961896   +0 22 58.6
 SY2794
 SY2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2794!SPC WA N     -   1.00000259  x   1.00002349  =   1.00002608
 SY2794!SPC WA S     -   1.00000259  x   1.00001217  =   1.00001476
 SY2794!UTM  10      -   1.00000259  x   0.99961896  =   0.99962155
 SY2794
 SY2794|---------------------------------------------------------------------|
 SY2794| PID    Reference Object                     Distance      Geod. Az  |
 SY2794|                                                           dddmmss.s |
 SY2794| CE3418 BURTON RM 1                          16.400 METERS 10712     |
 SY2794| SY2722 DOCKTON 1935                        APPROX. 1.7 KM 1383344.0 |
 SY2794| CE3419 BURTON RM 2                          16.340 METERS 18450     |
 SY2794|---------------------------------------------------------------------|
 SY2794
 SY2794                          SUPERSEDED SURVEY CONTROL
 SY2794
 SY2794  NAD 83(1986)-  47 23 05.11766(N)    122 28 46.79495(W) AD(       ) 2
 SY2794  NAD 27      -  47 23 05.77700(N)    122 28 42.33800(W) AD(       ) 2
 SY2794
 SY2794.Superseded values are not recommended for survey control.
 SY2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2794.See file dsdata.txt to determine how the superseded data were derived.
 SY2794
 SY2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3927448053(NAD 83)
 SY2794_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2794_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY2794
 SY2794  HISTORY     - Date     Condition        Report By
 SY2794  HISTORY     - 1935     MONUMENTED       CGS
 SY2794  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY2794  HISTORY     - 1944     SEE DESCRIPTION  CGS
 SY2794  HISTORY     - 1959     SEE DESCRIPTION  CGS
 SY2794
 SY2794                          STATION DESCRIPTION
 SY2794
 SY2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2794'STATION IS LOCATED IN PUGET SOUND ON VASHON ISLAND, ON W SHORE OF
 SY2794'QUARTERMASTER HARBOR, ON SMALL GRASSY POINT, BETWEEN THE TOWNS OF
 SY2794'BURTON AND MAGNOLIA BEACH.  STATION IS ABOUT 5/8 MILE W OF THE PIER
 SY2794'AT BURTON AND ABOUT 1/4 MILE N OF PRIVATE DOCK.  STATION IS ABOUT
 SY2794'15 METERS E (TO SEAWARD) OF A COUNTY ROAD PARALLELING BLUFF LINE,
 SY2794'ABOUT 30 METERS FROM AND SLIGHTLY HIGHER THAN STORM HIGH-WATER MARK.
 SY2794'STATION IS ABOUT 100 METERS FROM INTERSECTION OF A PRIVATE ROAD
 SY2794'WITH COUNTY BEACH ROAD, MEASURED IN THE LINE OF THE PRIVATE ROAD
 SY2794'PROJECTED TOWARD THE BEACH.  CYLINDER CONTAINING STATION IS ABOUT 2
 SY2794'FEET IN DIAMETER AND 4 FEET DEEP AND REINFORCED WITH PIPE THROUGH
 SY2794'CENTER.
 SY2794'
 SY2794'THERE IS AN ABANDONED ROAD BETWEEN STATION AND REFERENCE MARKS.
 SY2794'
 SY2794'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY2794'CONCRETE, AS DESCRIBED IN NOTES 1B, 11C, AND 11A.
 SY2794
 SY2794                          STATION RECOVERY (1936)
 SY2794
 SY2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY2794'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 SY2794
 SY2794                          STATION RECOVERY (1944)
 SY2794
 SY2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EBR)
 SY2794'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  SHED AS SHOWN ON
 SY2794'SKETCH IS NOW DESTROYED.  A SMALL WHITE HOUSE IS 60 FEET SE OF THE
 SY2794'STATION.  DISCREPANCY - DISTANCE FROM INTERSECTION OF ROADS TO
 SY2794'STATION IS 161 FEET AND NOT 100 METERS AS PREVIOUSLY DESCRIBED.
 SY2794
 SY2794                          STATION RECOVERY (1959)
 SY2794
 SY2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CMB)
 SY2794'STATION FOUND AS DESCRIBED BUT IS 1/2 FOOT BELOW SURFACE OF GROUND.
 SY2794'
 SY2794'FOUND R.M. NO.2 BUT BELIEVE R.M. NO.1 IS BURIED OR DESTROYED.  SIGHTS
 SY2794'TO NORTH OR SOUTH WOULD NOW REQUIRE A 15 FT. TOWER DUE TO
 SY2794'BUILDINGS AND TREES IN THE VICINITY.  CONTACT OWNER OF PROPERTY
 SY2794'BEFORE DIGGING FOR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4626 ***********************************************************************
 SY4626  DESIGNATION -  BURY
 SY4626  PID         -  SY4626
 SY4626  STATE/COUNTY-  WA/KING
 SY4626  USGS QUAD   -  TACOMA NORTH (1994)
 SY4626
 SY4626                         *CURRENT SURVEY CONTROL
 SY4626  ___________________________________________________________________
 SY4626* NAD 83(1991)-  47 31 02.59855(N)    122 22 36.12323(W)     ADJUSTED  
 SY4626* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 SY4626  ___________________________________________________________________
 SY4626  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 SY4626  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 SY4626
 SY4626  HORZ ORDER  -  THIRD
 SY4626
 SY4626.The horizontal coordinates were established by classical geodetic methods
 SY4626.and adjusted by the National Geodetic Survey in December 1991..
 SY4626
 SY4626.The orthometric height was scaled from a topographic map.
 SY4626
 SY4626.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4626
 SY4626.The geoid height was determined by GEOID03.
 SY4626
 SY4626;                    North         East     Units Scale Factor Converg.
 SY4626;SPC WA N     -    58,690.006   383,763.746   MT  0.99999680   -1 08 56.6
 SY4626;SPC WA N     -   192,552.13  1,259,064.89   sFT  0.99999680   -1 08 56.6
 SY4626;UTM  10      - 5,262,850.472   546,927.212   MT  0.99962706   +0 27 34.8
 SY4626
 SY4626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4626!SPC WA N     -   0.99998513  x   0.99999680  =   0.99998193
 SY4626!UTM  10      -   0.99998513  x   0.99962706  =   0.99961219
 SY4626
 SY4626|---------------------------------------------------------------------|
 SY4626| PID    Reference Object                     Distance      Geod. Az  |
 SY4626|                                                           dddmmss.s |
 SY4626| CF7231 BURY RM 1                            17.185 METERS 00021     |
 SY4626| SY4656 T23N R3E SEC 35 SE COR               17.642 METERS 30844     |
 SY4626| CF7230 BURY AZ MK                                         3575838.0 |
 SY4626| SY4624 MYRTLE 2                            APPROX. 2.5 KM 3593452.2 |
 SY4626|---------------------------------------------------------------------|
 SY4626
 SY4626                          SUPERSEDED SURVEY CONTROL
 SY4626
 SY4626  NAD 83(1986)-  47 31 02.59302(N)    122 22 36.13069(W) AD(       ) 3
 SY4626  NAD 27      -  47 31 03.23800(N)    122 22 31.67700(W) AD(       ) 3
 SY4626
 SY4626.Superseded values are not recommended for survey control.
 SY4626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4626.See file dsdata.txt to determine how the superseded data were derived.
 SY4626
 SY4626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4692762850(NAD 83)
 SY4626_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4626
 SY4626  HISTORY     - Date     Condition        Report By
 SY4626  HISTORY     - 1956     MONUMENTED       CGS
 SY4626  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY4626  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4626  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4626  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY4626
 SY4626                          STATION DESCRIPTION
 SY4626
 SY4626'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 SY4626'THE STATION IS IN THE SOUTHWEST SECTION OF SEATTLE AT THE
 SY4626'INTERSECTION OF 35TH AVE. SW AND WEST ROXBURY ST., 29.0 FEET SOUTH
 SY4626'OF THE CENTER OF WEST ROXBURY ST., 16.5 FEET SOUTHWEST OF A
 SY4626'POWERLINE POLE, AND 42.5 FEET EAST OF THE CENTER OF 35TH
 SY4626'AVE. SW.  IT IS SET FLUSH WITH THE GROUND AND STAMPED BURY 1956.
 SY4626'
 SY4626'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILL HOLE IN THE CURB ON
 SY4626'THE NORTH SIDE OF W. ROXBURY ST., 21.0 FEET NORTH OF THE CENTER
 SY4626'OF W. ROXBURY ST., 45.0 FEET EAST OF THE CENTER OF 35TH AVE. SW,
 SY4626'AND 6 INCHES SOUTH OF A POWERLINE POLE.  IT IS A STANDARD DISK
 SY4626'STAMPED BURY NO 1 1956.
 SY4626'
 SY4626'REFERENCE MARK NO. 2 (SE CORNER SECTION 35, T 23 N, R 4 E) IS A
 SY4626'1/4-INCH BRASS ROD SET IN CONCRETE ABOUT 8 INCHES BELOW THE SURFACE
 SY4626'OF THE STREET AND ENCASED IN A SMALL MANHOLE WITH COVER AND BEARS
 SY4626'NO STAMPING.  IT IS 46 FEET SOUTHWEST OF A POWERLINE POLE, 41.0
 SY4626'FEET SOUTHEAST OF A POWERLINE POLE AND UNDER THE TRAFFIC LIGHT.
 SY4626'
 SY4626'THE AZIMUTH MARK IS CEMENTED IN A DRILL HOLE IN THE CURB ON THE
 SY4626'WEST SIDE OF 35TH AVE. SW, 35.0 FEET NORTH OF WEST BARTON ST., AND
 SY4626'4.0 FEET SOUTH OF A POWERLINE POLE.  IT IS A STANDARD DISK STAMPED
 SY4626'BURY 1956.
 SY4626'
 SY4626'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON 35TH
 SY4626'AVE. SW FOR 0.25 MILE TO THE MARK AS DESCRIBED.
 SY4626'
 SY4626'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 SY4626
 SY4626                          STATION RECOVERY (1960)
 SY4626
 SY4626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (MEW)
 SY4626'THE SURFACE MARK FOR THIS STATION IS PRESUMED LOST.  THE AREA WHERE
 SY4626'THE STATION WAS HAS BEEN BULLDOZED AND COVERED WITH BLACKTOP
 SY4626'PAVING.  THE UNDERGROUND MARK IS PROBABLY STILL IN PLACE AND COULD
 SY4626'LIKELY BE RECOVERED IF NECESSARY.
 SY4626'
 SY4626'REFERENCE MARK NUMBER 1 HAS BEEN DESTROYED IN THE WIDENING AND
 SY4626'PAVING OF W. ROXBURY ST.
 SY4626'
 SY4626'REFERENCE MARK NUMBER 2 (SE CORNER SECTION 35, T23N, R4E) IS
 SY4626'STILL IN PLACE AND IN GOOD CONDITION.
 SY4626
 SY4626                          STATION RECOVERY (1963)
 SY4626
 SY4626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4626'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD
 SY4626'CONDITION.  REFERENCE MARK 1 WAS PREVIOUSLY REPORTED AS
 SY4626'DESTROYED.  REFERENCE MARK 2 WAS RECOVERED.  IT WAS ERRONEOUSLY
 SY4626'DESCRIBED.  REFERENCE MARK 3 WAS ESTABLISHED.
 SY4626'
 SY4626'THE STATION IS LOCATED IN WEST SEATTLE 58 FEET SOUTHEAST OF THE
 SY4626'CENTERLINE INTERSECTION OF 35TH AVE. S.W. AND WEST ROXBURY STREET.
 SY4626'
 SY4626'THE STATION IS A STANDARD DISK STAMPED BURY 1956 SET IN CONCRETE
 SY4626'3 INCHES BELOW THE PAVEMENT UNDER A 5 INCH IN DIAMETER INSPECTION
 SY4626'COVER.  IT IS 42.5 FEET EAST OF THE CENTERLINE OF 35TH AVE. S.W.,
 SY4626'35.6 FEET SOUTH OF THE CENTER OF WEST ROXBURY STREET, 16.5 FEET
 SY4626'SOUTHWEST OF A WOODEN UTILITY POLE, 10.5 FEET SOUTHWEST OF A
 SY4626'METAL, STREET SIGN POST AND 2.3 FEET SOUTHEAST OF A WHITE,
 SY4626'CONCRETE STREET EDGE CURBING.
 SY4626'
 SY4626'REFERENCE MARK 2 (T 23N, R 3E, SEC. 35, S.E. COR., 1956) IS THE
 SY4626'CENTER OF A CROSS CAST ON TOP OF A 2 INCH IN DIAMETER BRASS PLUG
 SY4626'(UNSTAMPED) SET FLUSH AT THE CENTERLINE INTERSECTION OF 35TH
 SY4626'AVE. S.W. AND WEST ROXBURY STREET.
 SY4626'
 SY4626'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BURY NO 3 1956 SET
 SY4626'FLUSH ON TOP OF THE SOUTH CURB OF WEST ROXBURY STREET.  IT IS 21.6
 SY4626'FEET SOUTH OF THE CENTERLINE OF ROXBURY STREET, 6.4 FEET
 SY4626'NORTH-NORTHWEST OF A WOODEN UTILITY POLE AND IS SOUTHEAST OF THE
 SY4626'STREET INTERSECTION.
 SY4626'
 SY4626'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURY 1956 SET IN THE
 SY4626'CURB AT THE NORTHWEST INTERSECTION OF 35TH AVE. S.W. AND S.W. BARTON
 SY4626'STREET.  IT IS 4.0 FEET SOUTH OF A POWERLINE POLE.
 SY4626
 SY4626                          STATION RECOVERY (1968)
 SY4626
 SY4626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4626'THE STATION REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK WERE
 SY4626'RECOVERED IN GOOD CONDITION AS DESCRIBED BY F.N. IN 1963 EXCEPT
 SY4626'THE ASPHALT PAVING OVER THE STATION HAS BEEN REMOVED AND A SMALL
 SY4626'KIDNEY-SHAPED LANDSCAPED PLOT WITH CRUSHED WHITE ROCK AND LOW
 SY4626'EVERGREENS NOW COVERS THE STATION.  THE STATION IS 6 INCHES BELOW
 SY4626'THE SURFACE OF THE GROUND AND IT WAS READILY RECOVERED USING THE
 SY4626'REFERENCE MEASUREMENTS OF 1963 AND BY CAREFULLY PROBING THROUGH
 SY4626'THE CRUSHED ROCK.
 SY4626
 SY4626                          STATION RECOVERY (1983)
 SY4626
 SY4626'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4626'STATION NOT RECOVERED.
 SY4626'
 SY4626'THE SOUTH EAST ANGLE OF 35 AVE S.W. AND ROXBURY IS NOW COVERED
 SY4626'BY A LARGE CONDO.  THE SIDEWALKS AND STREET CURB HAVE BEEN
 SY4626'REPLACED.  A SEARCH OF THE AREA DID NOT LOCATE THE STATION OR RM 3.
 SY4626'RM 2 WAS LOCATED AS DESCRIBED.  THE AZIMUTH MARK WAS NOT LOCATED
 SY4626'AS THE DESCRIBED LOCATION HAS NEW CURBS AND A WHEEL CHAIR RAMP
 SY4626'TO A PARKING LOT FOR A FAST FOOD STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3281 ***********************************************************************
 SY3281  DESIGNATION -  BUSH
 SY3281  PID         -  SY3281
 SY3281  STATE/COUNTY-  WA/THURSTON
 SY3281  USGS QUAD   -  TUMWATER (1994)
 SY3281
 SY3281                         *CURRENT SURVEY CONTROL
 SY3281  ___________________________________________________________________
 SY3281* NAD 83(1991)-  47 00 20.53195(N)    122 56 41.79968(W)     ADJUSTED  
 SY3281* NAVD 88     -       153.     (meters)     502.     (feet)  VERTCON   
 SY3281  ___________________________________________________________________
 SY3281  LAPLACE CORR-          -7.12  (seconds)                    DEFLEC99
 SY3281  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SY3281
 SY3281  HORZ ORDER  -  THIRD
 SY3281
 SY3281.The horizontal coordinates were established by classical geodetic methods
 SY3281.and adjusted by the National Geodetic Survey in December 1991..
 SY3281
 SY3281.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3281
 SY3281.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3281
 SY3281.The geoid height was determined by GEOID03.
 SY3281
 SY3281;                    North         East     Units Scale Factor Converg.
 SY3281;SPC WA S     -   188,768.457   314,107.748   MT  0.99994153   -1 46 33.6
 SY3281;SPC WA S     -   619,317.85  1,030,535.17   sFT  0.99994153   -1 46 33.6
 SY3281;UTM  10      - 5,205,799.370   504,185.192   MT  0.99960022   +0 02 25.0
 SY3281
 SY3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3281!SPC WA S     -   0.99997935  x   0.99994153  =   0.99992088
 SY3281!UTM  10      -   0.99997935  x   0.99960022  =   0.99957957
 SY3281
 SY3281|---------------------------------------------------------------------|
 SY3281| PID    Reference Object                     Distance      Geod. Az  |
 SY3281|                                                           dddmmss.s |
 SY3281| CE3421 BUSH RM 2                             7.711 METERS 08223     |
 SY3281| CE3422 BUSH RM 3                            28.163 METERS 14044     |
 SY3281| CE3420 BUSH RM 1                             8.482 METERS 18428     |
 SY3281| SC1579 CEDAR                               APPROX.19.8 KM 2240644.6 |
 SY3281|---------------------------------------------------------------------|
 SY3281
 SY3281                          SUPERSEDED SURVEY CONTROL
 SY3281
 SY3281  NAD 83(1986)-  47 00 20.53172(N)    122 56 41.81520(W) AD(       ) 3
 SY3281  NAD 27      -  47 00 21.17324(N)    122 56 37.31490(W) AD(       ) 3
 SY3281  NGVD 29 (07/19/86)  152.     (m)          499.     (f) VERT ANG       
 SY3281
 SY3281.Superseded values are not recommended for survey control.
 SY3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3281.See file dsdata.txt to determine how the superseded data were derived.
 SY3281
 SY3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0418505799(NAD 83)
 SY3281_MARKER: DD = SURVEY DISK
 SY3281_SETTING: 0 = UNSPECIFIED SETTING
 SY3281
 SY3281  HISTORY     - Date     Condition        Report By
 SY3281  HISTORY     - 1941     MONUMENTED       USGS
 SY3281  HISTORY     - 1958     SEE DESCRIPTION  AMS
 SY3281
 SY3281                          STATION DESCRIPTION
 SY3281
 SY3281'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 SY3281'LOCATED 2 MI NW. OF TUMWATER BRIDGE, 1 MI E. OF NORTH END OF
 SY3281'BLACK LAKE, ABOUT 0.5 MI N. OF E.-W. RD., 0.5 MI E. OF GRAYS
 SY3281'HARBOR BRANCH OF NORTHERN PACIFIC RAILWAY.  ON OUTSTANDING HILL,
 SY3281'NEAR EXTREME WEST END OF SUMMIT.
 SY3281'
 SY3281'TO REACH FROM TUMWATER BRIDGE, GO 1.2 MI S. ALONG U.S. HWY. 99 TO
 SY3281'INTERSECTION WITH STATE HWY. M1.  TURN RIGHT ON STATE HWY. M1 0.4
 SY3281'MI W. TO POINT WHERE HWY. TURNS S. KEEPING STRAIGHT AHEAD W. ON
 SY3281'BLACK LAKE RD.  GO 1.1 MI TO SMALL HOUSE ON RIGHT.  TURN RIGHT
 SY3281'PAST HOUSE FOLLOWING DIM RD.  GO 300 YARDS OVER SMALL HILL AND
 SY3281'DOWN INTO SMALL BASIN.  LEAVE TRUCK AND PACK ALONG ABANDONED RD.
 SY3281'TO WHERE RD. CROSSES DRAIN.  TURN LEFT OFF TRAIL AND FOLLOW UP
 SY3281'POINT OF RIDGE TO TOP AND STATION.
 SY3281'
 SY3281'STATION MARK--STANDARD TABLET STAMPED---BUSH 1941---, CEMENTED IN
 SY3281'CONCRETE PIPE SET IN EARTH.
 SY3281'
 SY3281'RM 1--CHISELED CROSS ON ROCK SET IN GROUND ON SOUTH SLOPE OF
 SY3281'HILL.
 SY3281'
 SY3281'RM 2--CHISELED CROSS ON ROCK SET IN GROUND.
 SY3281'
 SY3281'RM 3--COPPER NAIL AND WASHER IN CENTER OF TRIANGLE BLAZED ON
 SY3281'SIGNAL TREE.
 SY3281
 SY3281                          STATION RECOVERY (1958)
 SY3281
 SY3281'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 SY3281'STATION MARK REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1505 ***********************************************************************
 TR1505  DESIGNATION -  BUSH
 TR1505  PID         -  TR1505
 TR1505  STATE/COUNTY-  WA/ISLAND
 TR1505  USGS QUAD   -  FREELAND (1978)
 TR1505
 TR1505                         *CURRENT SURVEY CONTROL
 TR1505  ___________________________________________________________________
 TR1505* NAD 83(1991)-  48 01 51.57644(N)    122 36 25.66000(W)     ADJUSTED  
 TR1505* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1505  ___________________________________________________________________
 TR1505  LAPLACE CORR-         -11.49  (seconds)                    DEFLEC99
 TR1505  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 TR1505
 TR1505  HORZ ORDER  -  FIRST
 TR1505
 TR1505.The horizontal coordinates were established by classical geodetic methods
 TR1505.and adjusted by the National Geodetic Survey in December 1991..
 TR1505
 TR1505.The orthometric height was scaled from a topographic map.
 TR1505
 TR1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1505
 TR1505.The geoid height was determined by GEOID03.
 TR1505
 TR1505;                    North         East     Units Scale Factor Converg.
 TR1505;SPC WA N     -   116,152.414   367,728.467   MT  0.99994340   -1 19 14.3
 TR1505;SPC WA N     -   381,076.71  1,206,455.81   sFT  0.99994340   -1 19 14.3
 TR1505;UTM  10      - 5,319,819.688   529,288.919   MT  0.99961054   +0 17 31.6
 TR1505
 TR1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1505!SPC WA N     -   1.00000319  x   0.99994340  =   0.99994659
 TR1505!UTM  10      -   1.00000319  x   0.99961054  =   0.99961373
 TR1505
 TR1505|---------------------------------------------------------------------|
 TR1505| PID    Reference Object                     Distance      Geod. Az  |
 TR1505|                                                           dddmmss.s |
 TR1505| CF9076 SW COR IN HOUSE OF MR PEASES         10.550 METERS 10244     |
 TR1505| TR1501 BUSH POINT LIGHT                     20.750 METERS 17032     |
 TR1505| CF8877 IRON ROD ON S SIDE OF BLOCK                        18432     |
 TR1505| CF7651 BUSH POINT FLAG POLE                  2.150 METERS 20034     |
 TR1505| TR1483 LAGOON                              APPROX. 5.4 KM 3555003.0 |
 TR1505|---------------------------------------------------------------------|
 TR1505
 TR1505                          SUPERSEDED SURVEY CONTROL
 TR1505
 TR1505  NAD 83(1986)-  48 01 51.57541(N)    122 36 25.66421(W) AD(       ) 1
 TR1505  NAD 27      -  48 01 52.24600(N)    122 36 21.10200(W) AD(       ) 1
 TR1505
 TR1505.Superseded values are not recommended for survey control.
 TR1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1505.See file dsdata.txt to determine how the superseded data were derived.
 TR1505
 TR1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2928919820(NAD 83)
 TR1505_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1505
 TR1505  HISTORY     - Date     Condition        Report By
 TR1505  HISTORY     - 1921     MONUMENTED       CGS
 TR1505  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1505
 TR1505                          STATION DESCRIPTION
 TR1505
 TR1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 TR1505'STATION IS LOCATED ON BUSH POINT ON THE E SIDE OF ADMIRALTY INLET
 TR1505'IN FRONT OF HOME OF MR. PEASE.  WITNESS MARKS WERE MEASURED TO AS
 TR1505'FOLLOWS--THE SW CORNER OF THE FIREPLACE (BRICK FACING) IN THE
 TR1505'HOME OF MR. PEASE, THE POLE OF THE SCAFFOLD LIGHT, AND THE
 TR1505'FLAGPOLE.  ALSO AN IRON ROD SET FLUSH WITH THE GROUND AND WHICH
 TR1505'IS ON THE S SIDE OF THE BLOCK AND 40 FEET E OF THE MEANDER LINE.
 TR1505'
 TR1505'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE AS
 TR1505'DESCRIBED IN NOTE 1A.
 TR1505
 TR1505                          STATION RECOVERY (1960)
 TR1505
 TR1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1505'THE STATION WAS FOUND KNOCKED OUT AND THE DISK WAS REMOVED FROM
 TR1505'THE MONUMENT BY THIS PARTY.  MR. PEASES HOUSE REFERRED TO IN THE
 TR1505'1921 DESCRIPTION HAS BEEN DESTROYED AND THE LIGHTHOUSE AND FLAGPOLE
 TR1505'HAVE BEEN TORN DOWN.  ALL WITNESS MARKS HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2142 ***********************************************************************
 TR2142  DESIGNATION -  BUSH 1894
 TR2142  PID         -  TR2142
 TR2142  STATE/COUNTY-  WA/SAN JUAN
 TR2142  USGS QUAD   -  EASTSOUND (1994)
 TR2142
 TR2142                         *CURRENT SURVEY CONTROL
 TR2142  ___________________________________________________________________
 TR2142* NAD 83(1991)-  48 37 37.57326(N)    122 57 28.70343(W)     ADJUSTED  
 TR2142* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2142  ___________________________________________________________________
 TR2142  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 TR2142  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TR2142
 TR2142  HORZ ORDER  -  THIRD
 TR2142
 TR2142.The horizontal coordinates were established by classical geodetic methods
 TR2142.and adjusted by the National Geodetic Survey in December 1991..
 TR2142
 TR2142.The orthometric height was scaled from a topographic map.
 TR2142
 TR2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2142
 TR2142.The geoid height was determined by GEOID03.
 TR2142
 TR2142;                    North         East     Units Scale Factor Converg.
 TR2142;SPC WA N     -   183,072.227   343,401.798   MT  0.99998176   -1 34 54.6
 TR2142;SPC WA N     -   600,629.46  1,126,644.07   sFT  0.99998176   -1 34 54.6
 TR2142;UTM  10      - 5,386,004.867   503,096.830   MT  0.99960012   +0 01 53.5
 TR2142
 TR2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2142!SPC WA N     -   1.00000302  x   0.99998176  =   0.99998478
 TR2142!UTM  10      -   1.00000302  x   0.99960012  =   0.99960314
 TR2142
 TR2142                          SUPERSEDED SURVEY CONTROL
 TR2142
 TR2142  NAD 83(1986)-  48 37 37.57459(N)    122 57 28.70558(W) AD(       ) 3
 TR2142  NAD 27      -  48 37 38.24000(N)    122 57 24.06000(W) AD(       ) 3
 TR2142
 TR2142.Superseded values are not recommended for survey control.
 TR2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2142.See file dsdata.txt to determine how the superseded data were derived.
 TR2142
 TR2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0309786005(NAD 83)
 TR2142
 TR2142  HISTORY     - Date     Condition        Report By
 TR2142  HISTORY     - 1894     MONUMENTED       CGS
 TR2142  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR2142
 TR2142                          STATION DESCRIPTION
 TR2142
 TR2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2142'STATION IS ON THE S END OF SHEEP ISLAND, A SMALL ISLAND IN WEST
 TR2142'SOUND, 2/3 MILE N OF STATION ROOT, ON A LOW, ROCKY POINT, AND 6
 TR2142'PACES BACK FROM EXTREME POINT.  A SMALL JUNIPER BUSH, GROWING
 TR2142'FROM A STUMP, IS 4-1/2 PACES BACK OF SIGNAL.  STATION IS MARKED
 TR2142'BY A 1/2-INCH HOLE, 2 INCHES DEEP, ABOUT AT THE CENTER OF THIS
 TR2142'SMALL POINT.
 TR2142
 TR2142                          STATION RECOVERY (1958)
 TR2142
 TR2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FN)
 TR2142'STATION BELIEVED RECOVERED, BUT NATURE OF ROCK MADE POSITIVE
 TR2142'IDENTIFICATION IMPOSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1508 ***********************************************************************
 TR1508  DESIGNATION -  BUSH 2 1974
 TR1508  PID         -  TR1508
 TR1508  STATE/COUNTY-  WA/ISLAND
 TR1508  USGS QUAD   -  FREELAND (1978)
 TR1508
 TR1508                         *CURRENT SURVEY CONTROL
 TR1508  ___________________________________________________________________
 TR1508* NAD 83(1991)-  48 01 51.35408(N)    122 36 25.46909(W)     ADJUSTED  
 TR1508* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1508  ___________________________________________________________________
 TR1508  LAPLACE CORR-         -11.49  (seconds)                    DEFLEC99
 TR1508  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 TR1508
 TR1508  HORZ ORDER  -  THIRD
 TR1508
 TR1508.The horizontal coordinates were established by classical geodetic methods
 TR1508.and adjusted by the National Geodetic Survey in December 1991..
 TR1508
 TR1508.The orthometric height was scaled from a topographic map.
 TR1508
 TR1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1508
 TR1508.The geoid height was determined by GEOID03.
 TR1508
 TR1508;                    North         East     Units Scale Factor Converg.
 TR1508;SPC WA N     -   116,145.457   367,732.263   MT  0.99994340   -1 19 14.1
 TR1508;SPC WA N     -   381,053.89  1,206,468.27   sFT  0.99994340   -1 19 14.1
 TR1508;UTM  10      - 5,319,812.843   529,292.908   MT  0.99961054   +0 17 31.7
 TR1508
 TR1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1508!SPC WA N     -   1.00000319  x   0.99994340  =   0.99994659
 TR1508!UTM  10      -   1.00000319  x   0.99961054  =   0.99961373
 TR1508
 TR1508|---------------------------------------------------------------------|
 TR1508| PID    Reference Object                     Distance      Geod. Az  |
 TR1508|                                                           dddmmss.s |
 TR1508| TR1509 BUSH POINT LT ECC 1974                8.202 METERS 18042     |
 TR1508| TR0617 TIDAL 3                               7.946 METERS 18747     |
 TR1508| TR1504 BUSH USE 1920                         3.930 METERS 30433     |
 TR1508| TR1567 MARROWSTONE POINT HOUSE CHIM        APPROX. 9.9 KM 3221903.7 |
 TR1508| TR1568 POINT MARROWSTONE LIGHTHOUSE        APPROX. 9.9 KM 3223321.6 |
 TR1508| TR1507 BUSH USE 1920 RM 1                   20.223 METERS 35725     |
 TR1508|---------------------------------------------------------------------|
 TR1508
 TR1508                          SUPERSEDED SURVEY CONTROL
 TR1508
 TR1508  NAD 83(1986)-  48 01 51.35308(N)    122 36 25.47321(W) AD(       ) 3
 TR1508  NAD 27      -  48 01 52.02283(N)    122 36 20.90775(W) AD(       ) 3
 TR1508
 TR1508.Superseded values are not recommended for survey control.
 TR1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1508.See file dsdata.txt to determine how the superseded data were derived.
 TR1508
 TR1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2929319813(NAD 83)
 TR1508_MARKER: DS = TRIANGULATION STATION DISK
 TR1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1508+STABILITY: SURFACE MOTION
 TR1508
 TR1508  HISTORY     - Date     Condition        Report By
 TR1508  HISTORY     - 1974     MONUMENTED       NGS
 TR1508  HISTORY     - 1976     GOOD             NOSPMC
 TR1508
 TR1508                          STATION DESCRIPTION
 TR1508
 TR1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TR1508'INSTEAD OF ESTABLISHING A REFERENCE MARK FOR STATION BUSH (USE) TO
 TR1508'REPLACE R.M. 1, WHICH WILL BE UNDER THE DECK AT THE WEST SIDE OF
 TR1508'MR. WOODROW W. KELLYS HOUSE, BUSH 2 WAS ESTABLISHED, WITH AN
 TR1508'UNDERGROUND MARK WHICH SHOULD SURVIVE BOTH THE CONSTRUCTION NOW
 TR1508'UNDERWAY IN THE AREA AND ANY OF THE RUMORED CONSTRUCTION BEING
 TR1508'CONTEMPLATED BY THE COAST GUARD.
 TR1508'
 TR1508'THE STATION IS ON THE WESTERN SHORE OF WHIDBEY ISLAND, 4 MILES
 TR1508'WEST-NORTHWEST OF FREELAND, ON BUSH POINT BETWEEN THE LIGHTHOUSE
 TR1508'AND MR. KELLYS HOUSE, IN SECTION 6, T 29 N, R 2 E.
 TR1508'
 TR1508'TO REACH FROM THE FERRY DOCK AT COLUMBIA BEACH GO WESTERLY ON
 TR1508'STATE HIGHWAY 525 FOR 10.5 MILES TO BUSH POINT ROAD.  TURN LEFT
 TR1508'AND GO WEST 0.75 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD 0.8
 TR1508'MILE, CURVE RIGHT AND CONTINUE ON MAIN ROAD 1.15 MILES TO A Y,
 TR1508'KEEP LEFT FORK STRAIGHT AHEAD 0.45 MILE TO THE INTERSECTION OF
 TR1508'SECOND STREET AND SUNSET AVENUE, KEEP LEFT ON SUNSET AVENUE
 TR1508'0.15 MILE.  TURN LEFT ON FIRST STREET, GO 0.05 MILE,
 TR1508'TURN RIGHT ON LAKE AVENUE, GO 0.25 MILE TO A CURVE TO THE
 TR1508'RIGHT, MR. KELLYS HOUSE AND THE COAST GUARD PROPERTY TO THE LEFT
 TR1508'AND THE STATION ON THE SOUTH SIDE OF THE DRIVEWAY ALONG THE
 TR1508'NORTH SIDE OF THE COAST GUARD PROPERTY.  (A LIGHTHOUSE STANDS ON
 TR1508'THIS PROPERTY AT PRESENT.)
 TR1508'
 TR1508'THE STATION MARK, STAMPED BUSH 2 1974, IS A STANDARD DISK SET IN
 TR1508'A ROUND CONCRETE POST 1 INCH BELOW GROUND, 18.42 FEET SOUTH OF THE
 TR1508'SOUTHWEST CORNER AND ON LINE WITH THE WEST SIDE OF THE CONCRETE
 TR1508'FOUNDATION OF MR. KELLYS HOUSE AND 10 FEET EAST OF THE DRIFTWOOD
 TR1508'AND GRAVEL AT THE HIGH WATER LINE.
 TR1508'
 TR1508'REFERENCE MARK NO. 1, STAMPED BUSH USE NO 1 1920 1966, IS A
 TR1508'STANDARD DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND,
 TR1508'14.4 FEET SOUTH OF THE NORTHWEST CORNER OF THE HOUSE, 10.1 FEET
 TR1508'NORTH OF A JOG IN THE WEST WALL AND 2.4 FEET WEST OF THE WEST
 TR1508'SIDE OF THE HOUSE.  (MR. KELLYS)
 TR1508'
 TR1508'B M 3 IS A USC AND GS BENCH MARK DISK SET IN THE NORTHWEST CORNER
 TR1508'OF THE FOUNDATION FOR BUSH POINT LIGHTHOUSE, ABOUT 1 FOOT ABOVE
 TR1508'THE GRAVEL BEACH.  THE DISK IS STAMPED B M 3 1966.
 TR1508'
 TR1508'BUSH POINT LIGHT ECC 1944, IS A STANDARD TRIANGULATION STATION
 TR1508'DISK STAMPED BUSH PT. LT. 1944 ECC, SET IN THE NORTHWEST CORNER OF
 TR1508'THE CONCRETE PLATFORM AT THE TOP OF THE LIGHTHOUSE, ABOUT 20 FEET
 TR1508'ABOVE THE GROUND AND 4 FEET BELOW THE LIGHT.
 TR1508
 TR1508                          STATION RECOVERY (1976)
 TR1508
 TR1508'RECOVERY NOTE BY PACIFIC MARINE CENTER 1976 (RBM)
 TR1508'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1974.
 TR1508'STATION BUSH (U.S.E.) APPEARS TO HAVE BEEN DISTURBED.
 TR1508'
 TR1508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES WNW OF
 TR1508'FREELAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1501 ***********************************************************************
 TR1501  DESIGNATION -  BUSH POINT LIGHT
 TR1501  PID         -  TR1501
 TR1501  STATE/COUNTY-  WA/ISLAND
 TR1501  USGS QUAD   -  FREELAND (1978)
 TR1501
 TR1501                         *CURRENT SURVEY CONTROL
 TR1501  ___________________________________________________________________
 TR1501* NAD 83(1991)-  48 01 50.91377(N)    122 36 25.49527(W)     ADJUSTED  
 TR1501* NAVD 88     -                                                        
 TR1501  ___________________________________________________________________
 TR1501  LAPLACE CORR-         -11.50  (seconds)                    DEFLEC99
 TR1501  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 TR1501
 TR1501  HORZ ORDER  -  THIRD
 TR1501
 TR1501.The horizontal coordinates were established by classical geodetic methods
 TR1501.and adjusted by the National Geodetic Survey in December 1991..
 TR1501
 TR1501
 TR1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1501
 TR1501.The geoid height was determined by GEOID03.
 TR1501
 TR1501;                    North         East     Units Scale Factor Converg.
 TR1501;SPC WA N     -   116,131.874   367,731.407   MT  0.99994340   -1 19 14.1
 TR1501;SPC WA N     -   381,009.32  1,206,465.46   sFT  0.99994340   -1 19 14.1
 TR1501;UTM  10      - 5,319,799.246   529,292.435   MT  0.99961054   +0 17 31.7
 TR1501
 TR1501                          SUPERSEDED SURVEY CONTROL
 TR1501
 TR1501  NAD 83(1986)-  48 01 50.91277(N)    122 36 25.49929(W) AD(       ) 4
 TR1501  NAD 27      -  48 01 51.58300(N)    122 36 20.93700(W) AD(       ) 3
 TR1501
 TR1501.Superseded values are not recommended for survey control.
 TR1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1501.See file dsdata.txt to determine how the superseded data were derived.
 TR1501
 TR1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2929219799(NAD 83)
 TR1501
 TR1501  HISTORY     - Date     Condition        Report By
 TR1501  HISTORY     - 1921     MONUMENTED       CGS
 TR1501  HISTORY     - 1944     SEE DESCRIPTION  CGS
 TR1501  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR1501  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1501
 TR1501                          STATION DESCRIPTION
 TR1501
 TR1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 TR1501'STATION IS A TEMPORARY ARRANGEMENT OF SCAFFOLD LIGHT.
 TR1501
 TR1501                          STATION RECOVERY (1944)
 TR1501
 TR1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (CDM)
 TR1501'STATION IS THE LIGHTHOUSE ON BUSH POINT, WHIDBEY ISLAND, JUST
 TR1501'NORTH OF MUTINY BAY.  STATION IS A PERMANENT WHITE PYRAMIDAL
 TR1501'STRUCTURE WITH A SMALL PLATFORM AND RAIL AT THE TOP WHICH AFFORDS
 TR1501'A WALKING AREA AROUND THE LANTERN.  THE TOP PORTION OF THE LIGHT
 TR1501'HOUSE IS PAINTED BLACK.
 TR1501'
 TR1501'THE LIGHT HOUSE WAS BUILT IN 1933 AND REPLACES THE TEMPORARY
 TR1501'STRUCTURE LOCATED AND DESCRIBED IN 1921.  IT IS VERY PROBABLE THAT
 TR1501'THE LIGHT IS SLIGHTLY DIFFERENT IN POSITION.
 TR1501
 TR1501                          STATION RECOVERY (1954)
 TR1501
 TR1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR1501'THE LIGHTHOUSE IS NOW A PERMANENT STRUCTURE AND THE 1921 STRUCTURE
 TR1501'NO LONGER EXISTS, HENCE THE STATION SHOULD BE CONSIDERED LOST.
 TR1501'
 TR1501'SEE THE 1954 DESCRIPTION AND POSITION FOR THE PRESENT LIGHT.
 TR1501
 TR1501                          STATION RECOVERY (1960)
 TR1501
 TR1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1501'THE LIGHT LIST, PACIFIC COAST, 1960 SHOWS THAT THIS LIGHT WAS
 TR1501'REBUILT IN 1933.  THE NEW LIGHT WAS LOCATED IN 1954.  THIS STATION
 TR1501'HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1500 ***********************************************************************
 TR1500  DESIGNATION -  BUSH POINT LIGHT 1954
 TR1500  PID         -  TR1500
 TR1500  STATE/COUNTY-  WA/ISLAND
 TR1500  USGS QUAD   -  FREELAND (1978)
 TR1500
 TR1500                         *CURRENT SURVEY CONTROL
 TR1500  ___________________________________________________________________
 TR1500* NAD 83(1991)-  48 01 51.07923(N)    122 36 25.41823(W)     ADJUSTED  
 TR1500* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 TR1500  ___________________________________________________________________
 TR1500  LAPLACE CORR-         -11.50  (seconds)                    DEFLEC99
 TR1500  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 TR1500
 TR1500  HORZ ORDER  -  THIRD
 TR1500
 TR1500.The horizontal coordinates were established by classical geodetic methods
 TR1500.and adjusted by the National Geodetic Survey in December 1991..
 TR1500
 TR1500.The orthometric height was scaled from a topographic map.
 TR1500
 TR1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1500
 TR1500.The geoid height was determined by GEOID03.
 TR1500
 TR1500;                    North         East     Units Scale Factor Converg.
 TR1500;SPC WA N     -   116,136.946   367,733.120   MT  0.99994340   -1 19 14.1
 TR1500;SPC WA N     -   381,025.96  1,206,471.08   sFT  0.99994340   -1 19 14.1
 TR1500;UTM  10      - 5,319,804.363   529,294.004   MT  0.99961054   +0 17 31.8
 TR1500
 TR1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1500!SPC WA N     -   1.00000209  x   0.99994340  =   0.99994549
 TR1500!UTM  10      -   1.00000209  x   0.99961054  =   0.99961263
 TR1500
 TR1500:                Primary Azimuth Mark                     Grid Az
 TR1500:SPC WA N     -  NODULE                                   271 27 39.7
 TR1500:UTM  10      -  NODULE                                   269 50 53.8
 TR1500
 TR1500|---------------------------------------------------------------------|
 TR1500| PID    Reference Object                     Distance      Geod. Az  |
 TR1500|                                                           dddmmss.s |
 TR1500| TR1541 NODULE                              APPROX. 4.6 KM 2700825.6 |
 TR1500|---------------------------------------------------------------------|
 TR1500
 TR1500                          SUPERSEDED SURVEY CONTROL
 TR1500
 TR1500  NAD 83(1986)-  48 01 51.07825(N)    122 36 25.42242(W) AD(       ) 3
 TR1500  NAD 27      -  48 01 51.74800(N)    122 36 20.86600(W) AD(       ) 3
 TR1500
 TR1500.Superseded values are not recommended for survey control.
 TR1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1500.See file dsdata.txt to determine how the superseded data were derived.
 TR1500
 TR1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2929419804(NAD 83)
 TR1500
 TR1500  HISTORY     - Date     Condition        Report By
 TR1500  HISTORY     - 1954     MONUMENTED       CGS
 TR1500  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1500  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR1500  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TR1500  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TR1500  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TR1500
 TR1500                          STATION DESCRIPTION
 TR1500
 TR1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR1500'THE STATION IS AN OCCULTING WHITE LIGHT ON THE TOP OF A WHITE
 TR1500'PYRAMIDAL BUILDING WHICH IS ABOUT 20 FEET HIGH.
 TR1500'
 TR1500'IT IS ON THE WEST SIDE AND SOUTHERN END OF WHIDBEY ISLAND AND
 TR1500'APPROXIMATELY 7-1/2 MILES SOUTHEAST OF PORT TOWNSEND.
 TR1500
 TR1500                          STATION RECOVERY (1960)
 TR1500
 TR1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1500'ON END OF POINT, WHITE PYRAMIDAL BUILDING, BUILT 1894, RE-BUILT
 TR1500'1933.  IT WAS RECOVERED AS DESCRIBED.
 TR1500'
 TR1500'A DISK STAMPED BUSH PT LT 1944 IS SET IN THE CONCRETE PLATFORM
 TR1500'AROUND THE LIGHT.
 TR1500
 TR1500                          STATION RECOVERY (1966)
 TR1500
 TR1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JGG)
 TR1500'RECOVERED IN GOOD CONDITION.  LOCATED ON THE WEST SHORE OF WHIDBEY
 TR1500'ISLAND, ON THE WESTERNMOST POINT OF BUSH POINT.
 TR1500'
 TR1500'THE STATION IS THE TIP OF THE CONICAL CAP OF A LARGE, WHITE
 TR1500'NAVIGATION LIGHT, ATOP A 20 FOOT HIGH, WHITE, CONCRETE, TRUNCATED
 TR1500'PYRAMIDAL STRUCTURE.  THE LIGHT IS ABOUT 25 FEET ABOVE HIGH WATER.
 TR1500
 TR1500                          STATION RECOVERY (1969)
 TR1500
 TR1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 TR1500'A POSITION OF THE ORIGINAL STRUCTURE WAS DETERMINED IN 1921.  THE
 TR1500'LIGHT WAS REBUILT IN 1933, AND ITS POSITION DETERMINED IN 1954.
 TR1500'
 TR1500'STATION WAS RECOVERED AS DESCRIBED IN THE 1966 RECOVERY NOTE.
 TR1500'
 TR1500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1500'3-1/2 MILES WEST OF FREELAND.
 TR1500
 TR1500                          STATION RECOVERY (1974)
 TR1500
 TR1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TR1500'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1966 RECOVERY NOTE
 TR1500'BY J.G.G. AND THE 1969 RECOVERY NOTE BY L.F.S.  THIS STATION IS
 TR1500'37.89 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION BUSH (USE).
 TR1500'
 TR1500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1500'4 MILES WEST-NORTHWEST OF FREELAND.
 TR1500
 TR1500                          STATION RECOVERY (1976)
 TR1500
 TR1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 TR1500'THE STATION WAS RECOVERED AS DESCRIBED BY J.G.G. IN 1966.  THERE
 TR1500'IS A STANDARD DISK STAMPED BUSH PT. LT. ECC 1944 SET IN A DRILL
 TR1500'HOLE ON TOP OF THE CONCRETE TOWER 1.180 METERS WEST-NORTHWEST OF
 TR1500'THE LIGHT.  THE DISK WAS OCCUPIED AND A POSITION FOR IT WAS
 TR1500'DETERMINED.
 TR1500'
 TR1500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1500'4 MILES WNW OF FREELAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1509 ***********************************************************************
 TR1509  DESIGNATION -  BUSH POINT LT ECC 1974
 TR1509  PID         -  TR1509
 TR1509  STATE/COUNTY-  WA/ISLAND
 TR1509  USGS QUAD   -  FREELAND (1978)
 TR1509
 TR1509                         *CURRENT SURVEY CONTROL
 TR1509  ___________________________________________________________________
 TR1509* NAD 83(1991)-  48 01 51.08856(N)    122 36 25.47396(W)     ADJUSTED  
 TR1509* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 TR1509  ___________________________________________________________________
 TR1509  LAPLACE CORR-         -11.50  (seconds)                    DEFLEC99
 TR1509  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 TR1509
 TR1509  HORZ ORDER  -  THIRD
 TR1509
 TR1509.The horizontal coordinates were established by classical geodetic methods
 TR1509.and adjusted by the National Geodetic Survey in December 1991..
 TR1509
 TR1509.The orthometric height was scaled from a topographic map.
 TR1509
 TR1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1509
 TR1509.The geoid height was determined by GEOID03.
 TR1509
 TR1509;                    North         East     Units Scale Factor Converg.
 TR1509;SPC WA N     -   116,137.261   367,731.973   MT  0.99994340   -1 19 14.1
 TR1509;SPC WA N     -   381,027.00  1,206,467.31   sFT  0.99994340   -1 19 14.1
 TR1509;UTM  10      - 5,319,804.645   529,292.849   MT  0.99961054   +0 17 31.7
 TR1509
 TR1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1509!SPC WA N     -   1.00000209  x   0.99994340  =   0.99994549
 TR1509!UTM  10      -   1.00000209  x   0.99961054  =   0.99961263
 TR1509
 TR1509|---------------------------------------------------------------------|
 TR1509| PID    Reference Object                     Distance      Geod. Az  |
 TR1509|                                                           dddmmss.s |
 TR1509| TR1500 BUSH POINT LIGHT 1954                 1.190 METERS 10401     |
 TR1509| TR1485 YEL                                 APPROX. 1.7 KM 1384056.4 |
 TR1509| TR1541 NODULE                              APPROX. 4.6 KM 2700812.8 |
 TR1509| TR1567 MARROWSTONE POINT HOUSE CHIM        APPROX. 9.9 KM 3222049.8 |
 TR1509|---------------------------------------------------------------------|
 TR1509
 TR1509                          SUPERSEDED SURVEY CONTROL
 TR1509
 TR1509  NAD 83(1986)-  48 01 51.08754(N)    122 36 25.47809(W) AD(       ) 3
 TR1509  NAD 27      -  48 01 51.75718(N)    122 36 20.91264(W) AD(       ) 3
 TR1509
 TR1509.Superseded values are not recommended for survey control.
 TR1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1509.See file dsdata.txt to determine how the superseded data were derived.
 TR1509
 TR1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2929319805(NAD 83)
 TR1509_MARKER: DS = TRIANGULATION STATION DISK
 TR1509_SETTING: 0 = UNSPECIFIED SETTING
 TR1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1509
 TR1509  HISTORY     - Date     Condition        Report By
 TR1509  HISTORY     - 1944     MONUMENTED       CGS
 TR1509  HISTORY     - 1962     GOOD             CGS
 TR1509  HISTORY     - 1966     GOOD             CGS
 TR1509  HISTORY     - 1974     GOOD             NGS
 TR1509
 TR1509                          STATION DESCRIPTION
 TR1509
 TR1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (CDM)
 TR1509'STATION IS LOCATED ON THE E SIDE OF ADMIRALTY INLET, AT BUSH
 TR1509'POINT ON WHIDBEY ISLAND, JUST N OF MUTINY BAY.  STATION IS A
 TR1509'STANDARD TRIANGULATION-STATION DISK, CEMENTED IN A DRILL HOLE IN
 TR1509'THE NW CORNER OF THE UPPER CONCRETE PLATFORM AROUND THE LANTERN OF
 TR1509'BUSH POINT LIGHTHOUSE.  THE MARK IS 1.19 M. ECCENTRIC FROM THE
 TR1509'BUSH POINT LIGHT FINIAL.
 TR1509
 TR1509                          STATION RECOVERY (1962)
 TR1509
 TR1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1509'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TR1509'C.D.M. IN 1944.  THE DISK IS STAMPED BUSH PT. LT. 1944.
 TR1509
 TR1509                          STATION RECOVERY (1966)
 TR1509
 TR1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JGG)
 TR1509'RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.D.M. IN 1944 AND
 TR1509'F.N. IN 1962.  THE LETTERS ECC WAS STAMPED ON THE MARK AT THIS
 TR1509'TIME.  THE MARK A STANDARD TRIANGULATION STATION DISK STAMPED BUSH
 TR1509'PT. LT. 1944 ECC SET IN THE UPPER NORTHWEST CORNER OF THE CONCRETE
 TR1509'STRUCTURE THAT SUPPORTS BUSH POINT LIGHT.
 TR1509
 TR1509                          STATION RECOVERY (1974)
 TR1509
 TR1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TR1509'THIS POINT IS MARKED WITH A STANDARD TRIANGULATION STATION DISK
 TR1509'BUT I DO NOT FIND A PUBLISHED POSITION, AND ASSUME ANY OBSERVATIONS
 TR1509'MADE FROM IT WERE REDUCED TO BUSH POINT LIGHT 1954.  TRIANGULATION
 TR1509'STATION BUSH (USE) 1920 IS IN THE IMMEDIATE VICINITY, AND AT THIS
 TR1509'TIME, ANOTHER STATION BUSH 2 1974 WAS ESTABLISHED, WITH AN
 TR1509'UNDERGROUND MARK, SINCE A RESIDENCE IS BEING BUILT IN THE AREA
 TR1509'AND THERE IS TALK OF CONSTRUCTION ON THE COAST GUARD PROPERTY,
 TR1509'INCLUDING TEARING DOWN THE LIGHTHOUSE, BUT NONE OF THE PLANS
 TR1509'ARE FIRM AT PRESENT.
 TR1509'
 TR1509'THIS POINT IS ON THE PLATFORM AROUND THE TOP OF THE LIGHTHOUSE,
 TR1509'ABOUT 20 FEET ABOVE GROUND.
 TR1509'
 TR1509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1509'4 MILES WEST-NORTHWEST OF FREELAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1504 ***********************************************************************
 TR1504  DESIGNATION -  BUSH USE 1920
 TR1504  PID         -  TR1504
 TR1504  STATE/COUNTY-  WA/ISLAND
 TR1504  USGS QUAD   -  FREELAND (1978)
 TR1504
 TR1504                         *CURRENT SURVEY CONTROL
 TR1504  ___________________________________________________________________
 TR1504* NAD 83(1991)-  48 01 51.42624(N)    122 36 25.62531(W)     ADJUSTED  
 TR1504* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1504  ___________________________________________________________________
 TR1504  LAPLACE CORR-         -11.49  (seconds)                    DEFLEC99
 TR1504  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 TR1504
 TR1504  HORZ ORDER  -  THIRD
 TR1504
 TR1504.The horizontal coordinates were established by classical geodetic methods
 TR1504.and adjusted by the National Geodetic Survey in December 1991..
 TR1504
 TR1504.The orthometric height was scaled from a topographic map.
 TR1504
 TR1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1504
 TR1504.The geoid height was determined by GEOID03.
 TR1504
 TR1504;                    North         East     Units Scale Factor Converg.
 TR1504;SPC WA N     -   116,147.759   367,729.079   MT  0.99994340   -1 19 14.2
 TR1504;SPC WA N     -   381,061.44  1,206,457.82   sFT  0.99994340   -1 19 14.2
 TR1504;UTM  10      - 5,319,815.054   529,289.661   MT  0.99961054   +0 17 31.6
 TR1504
 TR1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1504!SPC WA N     -   1.00000319  x   0.99994340  =   0.99994659
 TR1504!UTM  10      -   1.00000319  x   0.99961054  =   0.99961373
 TR1504
 TR1504|---------------------------------------------------------------------|
 TR1504| PID    Reference Object                     Distance      Geod. Az  |
 TR1504|                                                           dddmmss.s |
 TR1504| TR1507 BUSH USE 1920 RM 1                   18.123 METERS 00722     |
 TR1504| TR1508 BUSH 2 1974                           3.930 METERS 12433     |
 TR1504| TR1500 BUSH POINT LIGHT 1954                11.545 METERS 15811     |
 TR1504| TR1509 BUSH POINT LT ECC 1974               10.891 METERS 16316     |
 TR1504| TR0617 TIDAL 3                              10.328 METERS 16754     |
 TR1504| TR1567 MARROWSTONE POINT HOUSE CHIM        APPROX. 9.9 KM 3221928.5 |
 TR1504| TR1568 POINT MARROWSTONE LIGHTHOUSE        APPROX. 9.9 KM 3223346.8 |
 TR1504|---------------------------------------------------------------------|
 TR1504
 TR1504                          SUPERSEDED SURVEY CONTROL
 TR1504
 TR1504  NAD 83(1986)-  48 01 51.42525(N)    122 36 25.62947(W) AD(       ) 3
 TR1504  NAD 27      -  48 01 52.10004(N)    122 36 21.06915(W) AD(       ) 3
 TR1504
 TR1504.Superseded values are not recommended for survey control.
 TR1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1504.See file dsdata.txt to determine how the superseded data were derived.
 TR1504
 TR1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2929019815(NAD 83)
 TR1504
 TR1504  HISTORY     - Date     Condition        Report By
 TR1504  HISTORY     - 1920     MONUMENTED       USE
 TR1504  HISTORY     - 1944     SEE DESCRIPTION  CGS
 TR1504  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1504  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR1504  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TR1504  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TR1504
 TR1504                          STATION DESCRIPTION
 TR1504
 TR1504'DESCRIBED BY US ENGINEERS 1920
 TR1504'STATION IS LOCATED ON TIP END OF BUSH POINT, WHIDBEY ISLAND.
 TR1504'
 TR1504'IT IS ABOUT 40 FEET FROM HIGH TIDE MARK, 23 FEET W FROM SW CORNER
 TR1504'OF BUILDING AND ABOUT 50 FEET N OF U.S. STAKE LIGHT.
 TR1504'
 TR1504'MARKED WITH STANDARD CONCRETE MONUMENT (6 INCHES UNDERGROUND) AND
 TR1504'CEDAR REFERENCE POST.
 TR1504'
 TR1504'ELEVATION ABOUT 11.0 FEET MEAN LOW WATER.
 TR1504
 TR1504                          STATION RECOVERY (1944)
 TR1504
 TR1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (CDM)
 TR1504'STATION HAS BEEN DESTROYED.
 TR1504'
 TR1504'BUSH POINT LIGHTHOUSE WAS REBUILT IN 1933, AND DURING THE
 TR1504'REBUILDING, STATION BUSH IS BELIEVED TO HAVE BEEN DESTROYED.  ALL
 TR1504'WITNESS MARKS WERE ALSO DESTROYED EXCEPT THE SW CORNER OF MR.
 TR1504'PEASES FIREPLACE WHICH STILL STANDS.
 TR1504
 TR1504                          STATION RECOVERY (1960)
 TR1504
 TR1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1504'A THOROUGH SEARCH WAS NOT MADE FOR THIS STATION.  ALL WITNESS MARKS
 TR1504'HAVE BEEN DESTROYED AND CHANGES AT THE POINT ARE SUCH THAT NONE
 TR1504'OF THE ORIGINAL DESCRIPTION NOTES ARE NOW APPLICABLE.
 TR1504
 TR1504                          STATION RECOVERY (1966)
 TR1504
 TR1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JGG)
 TR1504'THE STATION WAS RECOVERED.  LOCATED ON THE WEST SHORE OF WHIDBEY
 TR1504'ISLAND AND ON THE WESTERNMOST TIP OF BUSH POINT.
 TR1504'
 TR1504'THE STATION IS A CROSS CUT ON A BRASS PLUG SET IN THE CENTER OF
 TR1504'THE TOP OF A 4-INCH SQUARE, CONCRETE MONUMENT, 4 INCHES BELOW THE
 TR1504'SURFACE OF THE GROUND.  THE LETTERS USED ARE CAST IN THE TOP OF
 TR1504'THE SOUTH EDGE OF THE MONUMENT AND A RUSTED BOLT HEAD IS IN THE
 TR1504'TOP OF THE NORTHEAST CORNER OF THE MONUMENT.  IT IS 32.3 FEET WEST
 TR1504'OF THE SOUTHWEST CORNER OF AN OLD ABANDONED CHIMNEY, 32 FEET
 TR1504'NORTH OF THE BASE OF THE BUSH POINT LIGHT CONCRETE STRUCTURE,
 TR1504'11.6 FEET WEST OF THE CENTERLINE OF A DIRT ROAD AND AT THE
 TR1504'INSHORE EDGE OF THE DRIFTWOOD.  THE MONUMENT APPEARS TO BE
 TR1504'LEANING SLIGHTLY TO THE NORTH.
 TR1504'
 TR1504'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BUSH USE NO 1 1920
 TR1504'1966 SET IN THE TOP OF A 11 INCH SQUARE CONCRETE MONUMENT,
 TR1504'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 87.2
 TR1504'FEET NORTH OF THE NORTH CORNER OF THE BASE OF THE NAVIGATIONAL
 TR1504'LIGHT STRUCTURE, 49.8 FEET NORTHWEST OF THE OLD CHIMNEY AND 12.0
 TR1504'FEET WEST OF THE CENTERLINE OF THE DIRT ROAD.
 TR1504'
 TR1504'B.M. 3 IS A STANDARD BENCH MARK DISK STAMPED BM 3 1966 SET IN
 TR1504'THE TOP EDGE OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE
 TR1504'LIGHT.  (A TIDAL BENCH MARK).
 TR1504'
 TR1504'BUSH POINT LIGHT ECCENTRIC, 1944 IS A STANDARD TRIANGULATION
 TR1504'STATION DISK STAMPED BUSH PT. LT. 1944 ECC SET IN THE UPPER
 TR1504'NORTHWEST CORNER OF THE CONCRETE TOWER THAT SUPPORTS BUSH POINT
 TR1504'LIGHT.
 TR1504
 TR1504                          STATION RECOVERY (1974)
 TR1504
 TR1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TR1504'THE PROPERTY OWNER, AFTER FINDING R.M. 1, REQUESTED WE LOCATE THE
 TR1504'STATION MARK SO HE COULD TAKE THE NECESSARY PRECAUTIONS WHILE
 TR1504'CONSTRUCTING A HOUSE ON THE LOT.  STATION MARK WAS FOUND ABOUT 1
 TR1504'FOOT BELOW GROUND AND APPEARS TO BE TILTED SLIGHTLY TO THE NORTH
 TR1504'OR NORTHEAST, AS STATED IN 1966.  THERE ARE VARIOUS RUMORS OF
 TR1504'CONSTRUCTION AND INCLUDING TEARING DOWN THE LIGHTHOUSE ON THE
 TR1504'COAST GUARD PROPERTY, BUT NOTHING DEFINATE.  WITH THE
 TR1504'POSSIBILITY OF THIS MUCH ACTIVITY IN THE VICINITY, IT WAS
 TR1504'DECIDED TO SET BUSH 2 STATION MARK AND THE UNDERGROUND MARK
 TR1504'SHOULD SURVIVE.  BUSH (USE) WILL PROBABLY SURVIVE, BEING ABOUT 1
 TR1504'FOOT BELOW GROUND, BUT IT HAS NO UNDERGROUND MARK IN CASE IT
 TR1504'SHOULD BE HIT.  REFERENCE MARK NO. 1 WILL BE UNDER A DECK ON THE
 TR1504'WEST SIDE OF MR. KELLYS HOUSE.
 TR1504'
 TR1504'THE STATION IS ON WHIDBEY ISLAND, ON THE WEST EDGE OF BUSH POINT,
 TR1504'NEAR THE NORTH EDGE OF THE COAST GUARD PROPERTY, IN SECTION 6,
 TR1504'T29N, R2E..
 TR1504'
 TR1504'THE STATION MARK IS A CROSS ON A COPPER PIN IN THE TOP OF A 4-INCH
 TR1504'SQUARE CONCRETE MONUMENT ABOUT 1 FOOT BELOW GROUND.  IT IS 15.17
 TR1504'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION
 TR1504'OF MR. KELLYS HOUSE AND 11.0 FEET SOUTH OF THE PROJECTED SOUTH
 TR1504'SIDE OF THE HOUSE.
 TR1504'
 TR1504'SEE THE DESCRIPTION FOR TRIANGULATION STATION BUSH 2 1974 FOR
 TR1504'LOCATION AND DESCRIPTION OF THE REFERENCE MARKS.
 TR1504'
 TR1504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1504'4 MILES WEST-NORTHWEST OF FREELAND.
 TR1504
 TR1504                          STATION RECOVERY (1976)
 TR1504
 TR1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 TR1504'THE STATION WAS RECOVERED AS DESCRIBED IN 1974 WITH THE FOLLOWING
 TR1504'EXCEPTIONS.  THE STATION MARK IS NOW ABOUT 2 FEET BELOW THE SURFACE
 TR1504'OF THE GROUND AND THE MONUMENT APPEARS TO HAVE BEEN DISTURBED AS IT
 TR1504'IS LEANING TO THE NORTHWEST.  THE DISTANCE BETWEEN THE STATION AND
 TR1504'BUSH 2, 1974 WAS MEASURED AT 4.110 METERS, COMPARED TO THE 3.933
 TR1504'METERS AS DETERMINED IN 1974.  A NEW POSITION WAS DETERMINED FOR
 TR1504'THE STATION.
 TR1504'
 TR1504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1504'4 MILES WNW OF FREELAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1507 ***********************************************************************
 TR1507  DESIGNATION -  BUSH USE 1920 RM 1
 TR1507  PID         -  TR1507
 TR1507  STATE/COUNTY-  WA/ISLAND
 TR1507  USGS QUAD   -  FREELAND (1978)
 TR1507
 TR1507                         *CURRENT SURVEY CONTROL
 TR1507  ___________________________________________________________________
 TR1507* NAD 83(1991)-  48 01 52.00816(N)    122 36 25.51314(W)     ADJUSTED  
 TR1507* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1507  ___________________________________________________________________
 TR1507  LAPLACE CORR-         -11.48  (seconds)                    DEFLEC99
 TR1507  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 TR1507
 TR1507  HORZ ORDER  -  THIRD
 TR1507
 TR1507.The horizontal coordinates were established by classical geodetic methods
 TR1507.and adjusted by the National Geodetic Survey in December 1991..
 TR1507.No horizontal observational check was made to the station.
 TR1507
 TR1507.The orthometric height was scaled from a topographic map.
 TR1507
 TR1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1507
 TR1507.The geoid height was determined by GEOID03.
 TR1507
 TR1507;                    North         East     Units Scale Factor Converg.
 TR1507;SPC WA N     -   116,165.674   367,731.816   MT  0.99994340   -1 19 14.1
 TR1507;SPC WA N     -   381,120.22  1,206,466.80   sFT  0.99994340   -1 19 14.1
 TR1507;UTM  10      - 5,319,833.032   529,291.893   MT  0.99961054   +0 17 31.7
 TR1507
 TR1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1507!SPC WA N     -   1.00000319  x   0.99994340  =   0.99994659
 TR1507!UTM  10      -   1.00000319  x   0.99961054  =   0.99961373
 TR1507
 TR1507:                Primary Azimuth Mark                     Grid Az
 TR1507:SPC WA N     -  MUTINY                                   141 35 59.7
 TR1507:UTM  10      -  MUTINY                                   139 59 13.9
 TR1507
 TR1507|---------------------------------------------------------------------|
 TR1507| PID    Reference Object                     Distance      Geod. Az  |
 TR1507|                                                           dddmmss.s |
 TR1507| TR1496 MUTINY                              APPROX. 3.0 KM 1401645.6 |
 TR1507| TR1504 BUSH USE 1920                        18.123 METERS 18722     |
 TR1507|---------------------------------------------------------------------|
 TR1507
 TR1507                          SUPERSEDED SURVEY CONTROL
 TR1507
 TR1507  NAD 83(1986)-  48 01 52.00718(N)    122 36 25.51729(W) AD(       ) 3
 TR1507  NAD 27      -  48 01 52.67688(N)    122 36 20.95180(W) AD(       ) 3
 TR1507
 TR1507.Superseded values are not recommended for survey control.
 TR1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1507.See file dsdata.txt to determine how the superseded data were derived.
 TR1507
 TR1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2929219833(NAD 83)
 TR1507_MARKER: DD = SURVEY DISK
 TR1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1507_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TR1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1507+STABILITY: SURFACE MOTION
 TR1507
 TR1507  HISTORY     - Date     Condition        Report By
 TR1507  HISTORY     - 1966     MONUMENTED       USE
 TR1507  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TR1507
 TR1507                          STATION DESCRIPTION
 TR1507
 TR1507'DESCRIBED BY US ENGINEERS 1966 (JGG)
 TR1507'THE STATION IS LOCATED ON THE WEST SHORE OF WHIDBEY ISLAND, ON THE
 TR1507'WESTERNMOST TIP OF BUSH POINT.
 TR1507'
 TR1507'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED BUSH USE
 TR1507'NO 1 1920 1966 SET IN THE TOP OF A 11 INCH SQUARE CONCRETE MONUMENT,
 TR1507'PROJECTING 1 INCH.  IT IS 87.2 FEET NORTH OF THE NORTH CORNER OF
 TR1507'THE CONCRETE STRUCTURE SUPPORTING BUSH POINT LIGHT, 49.8 FEET
 TR1507'NORTHWEST OF THE NORTHWEST CORNER OF AN OLD ABANDONED CHIMNEY AND
 TR1507'12.0 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD.
 TR1507'
 TR1507'LOCATED BY TRAVERSE FROM TRIANGULATION STATION BUSH (USE) 1920,
 TR1507'WHICH IS 59.45 FEET TO THE SOUTH.
 TR1507
 TR1507                          STATION RECOVERY (1974)
 TR1507
 TR1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TR1507'THE MARK WAS RECOVERED IN GOOD CONDITION.  MR. WOODROW W. KELLY IS
 TR1507'BUILDING A HOUSE ON THIS LOT, AND THE DISK WILL BE UNDER THE DECK
 TR1507'ON THE WEST SIDE OF THE HOUSE, 14.4 FEET SOUTH OF THE NORTHWEST
 TR1507'CORNER OF THE HOUSE, 10.1 FEET NORTH OF A JOG IN THE WEST WALL AND
 TR1507'2.4 FEET WEST OF THE WEST WALL OF THE HOUSE.  IT IS ANTICIPATED
 TR1507'THE HOUSE WILL BE BUILT WITHOUT DISTURBING THIS MARK, BUT, BEING
 TR1507'UNDER THE DECK, IT WILL BE INACCESSABLE.
 TR1507'
 TR1507'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1507'4 MILES WEST-NORTHWEST OF FREELAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1546 ***********************************************************************
 SC1546  DESIGNATION -  BUSWELL
 SC1546  PID         -  SC1546
 SC1546  STATE/COUNTY-  WA/LEWIS
 SC1546  USGS QUAD   -  WINLOCK (1993)
 SC1546
 SC1546                         *CURRENT SURVEY CONTROL
 SC1546  ___________________________________________________________________
 SC1546* NAD 83(1991)-  46 24 47.06811(N)    122 52 55.37651(W)     ADJUSTED  
 SC1546* NAVD 88     -        53.0    (meters)     174.     (feet)  VERTCON   
 SC1546  ___________________________________________________________________
 SC1546  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 SC1546  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SC1546
 SC1546  HORZ ORDER  -  SECOND
 SC1546
 SC1546.The horizontal coordinates were established by classical geodetic methods
 SC1546.and adjusted by the National Geodetic Survey in December 1991..
 SC1546
 SC1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1546
 SC1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1546
 SC1546.The geoid height was determined by GEOID03.
 SC1546
 SC1546;                    North         East     Units Scale Factor Converg.
 SC1546;SPC WA S     -   122,777.664   316,899.205   MT  0.99991908   -1 43 49.1
 SC1546;SPC WA S     -   402,813.05  1,039,693.48   sFT  0.99991908   -1 43 49.1
 SC1546;UTM  10      - 5,139,951.323   509,065.013   MT  0.99960101   +0 05 07.6
 SC1546
 SC1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1546!SPC WA S     -   0.99999507  x   0.99991908  =   0.99991415
 SC1546!UTM  10      -   0.99999507  x   0.99960101  =   0.99959608
 SC1546
 SC1546|---------------------------------------------------------------------|
 SC1546| PID    Reference Object                     Distance      Geod. Az  |
 SC1546|                                                           dddmmss.s |
 SC1546| CE2984 BUSWELL RM 1                         12.780 METERS 05009     |
 SC1546| CE2983 BUSWELL AZ MK                                      0633402.8 |
 SC1546| SC1535 BUSWELL 1947 AZ MK 2                APPROX. 0.7 KM 0665755.2 |
 SC1546| CE2985 BUSWELL RM 2                         18.198 METERS 11147     |
 SC1546|---------------------------------------------------------------------|
 SC1546
 SC1546                          SUPERSEDED SURVEY CONTROL
 SC1546
 SC1546  NAD 83(1991)-  46 24 47.06883(N)    122 52 55.37484(W) AD(       ) 2
 SC1546  NAD 83(1986)-  46 24 47.08344(N)    122 52 55.38157(W) AD(       ) 2
 SC1546  NAD 27      -  46 24 47.69654(N)    122 52 50.95609(W) AD(       ) 2
 SC1546  NGVD 29 (07/19/86)   52.0    (m)          171.     (f) VERT ANG       
 SC1546
 SC1546.Superseded values are not recommended for survey control.
 SC1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1546.See file dsdata.txt to determine how the superseded data were derived.
 SC1546
 SC1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0906539951(NAD 83)
 SC1546_MARKER: DS = TRIANGULATION STATION DISK
 SC1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1546
 SC1546  HISTORY     - Date     Condition        Report By
 SC1546  HISTORY     - 1947     MONUMENTED       CGS
 SC1546  HISTORY     - 1980     GOOD             LOCENG
 SC1546  HISTORY     - 1980     GOOD             NGS
 SC1546
 SC1546                          STATION DESCRIPTION
 SC1546
 SC1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SC1546'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF HIGHWAY
 SC1546'U.S. 99.  ABOUT 2.5 MILES AIRLINE SOUTHWEST OF TOLEDO.  ABOUT
 SC1546'9.5 MILES AIRLINE NORTH OF CASTLE ROCK.
 SC1546'
 SC1546'THE STATION IS 27 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 SC1546'U.S. 99.  7 FEET NORTH OF A POWERLINE POLE WITH A TRIANGLE
 SC1546'BLAZE.  100 YARDS SOUTH OF A LARGE BARN.  IT IS STAMPED BUSWELL
 SC1546'1947, PROJECTS 2 INCHES ABOVE THE GROUND.
 SC1546'
 SC1546'REFERENCE MARK NUMBER ONE IS 27 FEET NORTHWEST OF THE CENTERLINE
 SC1546'OF HIGHWAY U.S. 99.  ABOUT THE SAME ELEVATION AS THE STATION.  IT
 SC1546'IS STAMPED BUSWELL NO 1 1947, PROJECTS 2 INCHES ABOVE THE GROUND.
 SC1546'
 SC1546'REFERENCE MARK NUMBER TWO IS 26 FEET SOUTHEAST OF THE CENTERLINE
 SC1546'OF HIGHWAY U.S. 99.  1-1/2 FEET NORTHWEST OF A FENCELINE.  ABOUT
 SC1546'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED BUSWELL NO 2
 SC1546'1947, PROJECTS 2 INCHES ABOVE THE GROUND.
 SC1546'
 SC1546'THE AZIMUTH MARK IS ABOUT 500 FEET NORTHWEST OF A HOUSE.  30 FEET
 SC1546'SOUTH OF THE CENTER LINE OF HIGHWAY U.S. 99.  8 FEET WEST OF A
 SC1546'POWERLINE POLE.  1 FOOT NORTH OF A FENCELINE.  IT IS STAMPED
 SC1546'BUSWELL 1947, PROJECTS 1 INCH ABOVE THE GROUND.  REACHED FROM THE
 SC1546'STATION BY GOING 0.45 MILE EAST ON HIGHWAY U.S. 99 TO THE MARK ON
 SC1546'THE RIGHT AS DESCRIBED.
 SC1546'
 SC1546'THE SUB. STA. IS CENTER OF DRIVEWAY AT INTERSECTION WITH CONCRETE
 SC1546'HIGHWAY.  101V-63-A.  100 FEET SOUTH OF BARN.  20 FEET SOUTHEAST OF
 SC1546'A GATE POST.  1.052 METERS HIGHER THAN THE STATION.
 SC1546'
 SC1546'TO REACH THE STATION FROM THE POST OFFICE IN TOLEDO GO EAST ON
 SC1546'HIGHWAY U.S. 99, CROSS BRIDGE OVER THE COWLITZ RIVER AND CONTINUE
 SC1546'ON THE HIGHWAY, FOR 3.35 MILES TO THE AZIMUTH MARK ON THE
 SC1546'LEFT.  CONTINUE ON THE HIGHWAY FOR 0.45 MILE TO MR. BUSWELLS
 SC1546'PROPERTY ON THE RIGHT AND THE STATION IS TO THE RIGHT OF THE ROAD
 SC1546'AS DESCRIBED.
 SC1546
 SC1546                          STATION RECOVERY (1980)
 SC1546
 SC1546'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RS)
 SC1546'U.S.C.G BUSWELL 1947 STATION MARK POINT RECOVERED GOOD.  CLEANED OUT
 SC1546'MK AND MON AND PLACED A METAL FENCE POST BY MON.
 SC1546'
 SC1546'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES + OR - SOUTH OF
 SC1546'TOLEDO WASH, ON OLD HWY 99.
 SC1546
 SC1546                          STATION RECOVERY (1980)
 SC1546
 SC1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SC1546'THE STATION MARK, REFERENCE MARKS 1 AND REFERENCE MARK 2 WERE
 SC1546'RECOVERED IN APPARENTLY GOOD CONDITION.  HOWEVER THE DISTANCE TO
 SC1546'REFERENCE MARK 1 IS NOW GREATER BY 0.014 METER AND THE DISTANCE TO
 SC1546'REFERENCE MARK 2 IS NOW SHORTER BY 0.012 METER.  THE ANGLE BETWEEN
 SC1546'THE REFERENCE MARK IS SMALLER BY 2 MINUTES AND 6 SECONDS.  THE
 SC1546'AZIMUTH MARK WAS FOUND DESTROYED LYING ON TOP OF THE GROUND, A NEW
 SC1546'AZIMUTH MARK WAS ESTABLISHED THIS DATE BY POLARIS OBSERVATIONS A
 SC1546'COMPLETE NEW DESCRIPTION FOLLOWS
 SC1546'
 SC1546'THE STATION IS LOCATED ABOUT 9 1/2 MILES NORTH OF CASTLE ROCK, 2 1/2
 SC1546'MILES SOUTHWEST OF TOLEDO AND ON THE NORTH RIGHT OF WAY OF OLD
 SC1546'HIGHWAY 99.
 SC1546'
 SC1546'TO REACH THE STATION FROM THE POST OFFICE IN TOLEDO GO EAST CROSSING
 SC1546'THE COWLITZ RIVER AND TURN SOUTH ON OLD HIGHWAY 99 FOR 3.25 MILES TO
 SC1546'HERRIFORD RD ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 SC1546'AHEAD SOUTH FOR 0.5 MILE TO THE BUSWELL HOME ON THE RIGHT AND THE
 SC1546'STATION 0.05 MILE SOUTH OF THE HOUSE.
 SC1546'
 SC1546'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SC1546'STAMPED---BUSWELL 1947---SET INTO THE TOP OF A SQUARE CONCRETE
 SC1546'MONUMENT 28 CM (10 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED
 SC1546'32.31 METERS (106 FEET) SW FROM THE FENCE CORNER, 7.92 METERS (26
 SC1546'FEET) N FROM THE CENTER LINE OF OLD HIGHWAY 99, 0.91 METER (3 FEET) S
 SC1546'FROM THE FENCE, AND 091 METERS S
 SC1546'FROM A METAL WITNESS POST.
 SC1546'
 SC1546'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SC1546'NOS) DISK STAMPED---BUSWELL NO 1 1947---SET INTO THE TOP OF A
 SC1546'SQUARE CONCRETE MONUMENT 28 CM (10 INCHES) ON SIDE FLUSH WITH THE
 SC1546'GROUND LOCATED 19.51 METERS (64 FEET) SW FROM THE FENCE CORNER, 7.92
 SC1546'METERS (26 FEET) N FROM THE CENTERLINE 99, AND 0.91 METER (3 FEET) S
 SC1546'FROM THE RIGHT OF WAY FENCE.
 SC1546'
 SC1546'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SC1546'NOS) DISK STAMPED---BUSWELL NO 2 1947---SET INTO THE TOP OF A
 SC1546'SQUARE CONCRETE MONUMENT 28 CM (10 INCHES) ON SIDE FLUSH WITH THE
 SC1546'GROUND LOCATED 7.92 METERS (26 FEET) S FROM THE CENTER LINE OF OLD
 SC1546'HIGHWAY 99 AND 0.30 METER (1 FOOT) N FROM RIGHT OF WAY FENCE.
 SC1546'
 SC1546'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1546'STAMPED---BUSWELL 1947 1980---SET INTO THE TOP OF A ROUND CONCRETE
 SC1546'MONUMENT 28 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 SC1546'9.45 METERS (31 FEET) SW FROM THE CENTER OF THE ROAD, 2.74 METERS (9
 SC1546'FEET) SW FROM THE STREET SIGN, 1.22 METERS (4 FEET) W FROM A POWER
 SC1546'POLE, 0.61 METER (2 FEET) SW FROM A METAL WITNESS POST SET IN THE
 SC1546'RIGHT OF WAY FENCE, AND 0.91 METER (3 FEET) N FROM A FENCE CORNER.
 SC1546'
 SC1546'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON OLD
 SC1546'HIGHWAY 99 FOR 0.5 MILE TO THE INTERSECTION OF HERRIFORD RD AND THE
 SC1546'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3236 ***********************************************************************
 SY3236  DESIGNATION -  BUT
 SY3236  PID         -  SY3236
 SY3236  STATE/COUNTY-  WA/THURSTON
 SY3236  USGS QUAD   -  TUMWATER (1994)
 SY3236
 SY3236                         *CURRENT SURVEY CONTROL
 SY3236  ___________________________________________________________________
 SY3236* NAD 83(1991)-  47 04 29.02010(N)    122 55 25.36499(W)     ADJUSTED  
 SY3236* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3236  ___________________________________________________________________
 SY3236  LAPLACE CORR-          -9.48  (seconds)                    DEFLEC99
 SY3236  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 SY3236
 SY3236  HORZ ORDER  -  THIRD
 SY3236
 SY3236.The horizontal coordinates were established by classical geodetic methods
 SY3236.and adjusted by the National Geodetic Survey in December 1991..
 SY3236
 SY3236.The orthometric height was scaled from a topographic map.
 SY3236
 SY3236.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3236
 SY3236.The geoid height was determined by GEOID03.
 SY3236
 SY3236;                    North         East     Units Scale Factor Converg.
 SY3236;SPC WA S     -   196,388.166   315,957.265   MT  0.99995111   -1 45 38.1
 SY3236;SPC WA S     -   644,316.84  1,036,603.13   sFT  0.99995111   -1 45 38.1
 SY3236;UTM  10      - 5,213,471.218   505,791.710   MT  0.99960041   +0 03 21.1
 SY3236
 SY3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3236!SPC WA S     -   1.00000322  x   0.99995111  =   0.99995433
 SY3236!UTM  10      -   1.00000322  x   0.99960041  =   0.99960363
 SY3236
 SY3236:                Primary Azimuth Mark                     Grid Az
 SY3236:SPC WA S     -  OLYMPIA SHOAL LIGHT                      010 23 38.0
 SY3236:UTM  10      -  OLYMPIA SHOAL LIGHT                      008 34 38.8
 SY3236
 SY3236|---------------------------------------------------------------------|
 SY3236| PID    Reference Object                     Distance      Geod. Az  |
 SY3236|                                                           dddmmss.s |
 SY3236| SY3219 OLYMPIA SHOAL LIGHT                 APPROX. 1.9 KM 0083759.9 |
 SY3236| SY3217 OLYMPIA ENTRANCE LIGHT              APPROX. 0.6 KM 0860146.3 |
 SY3236| SY3213 OLYMPIA INNER RNG FRONT LIGHT       APPROX. 1.4 KM 1222125.6 |
 SY3236| SY3215 OLYMPIA HARBOR LIGHT                APPROX. 1.4 KM 1222326.0 |
 SY3236| SY3250 OLYMPIA HARBOR RNG FRONT LIGHT      APPROX. 1.7 KM 1294618.1 |
 SY3236| SY3197 OLYMPIA SCHOOL SPIRE                APPROX. 4.3 KM 1420018.3 |
 SY3236| SY3200 OLYMPIA INCINERATOR                 APPROX. 3.5 KM 1442535.6 |
 SY3236| SY3199 OLYMPIA WATER FRONT BRICK STACK     APPROX. 3.5 KM 1454657.1 |
 SY3236| SY3207 OLYMPIA STEEL STACK                 APPROX. 3.1 KM 1481013.4 |
 SY3236| SY3218 OYL 1924                            APPROX. 0.5 KM 1510754.2 |
 SY3236| SY3216 OYL 2 1928                          APPROX. 0.5 KM 1510825.9 |
 SY3236| CE3423 BUT RM                                             20029     |
 SY3236| CE3424 BUT RM 1                             10.218 METERS 30814     |
 SY3236|---------------------------------------------------------------------|
 SY3236
 SY3236                          SUPERSEDED SURVEY CONTROL
 SY3236
 SY3236  NAD 83(1986)-  47 04 29.01787(N)    122 55 25.37489(W) AD(       ) 3
 SY3236  NAD 27      -  47 04 29.67200(N)    122 55 20.86700(W) AD(       ) 3
 SY3236
 SY3236.Superseded values are not recommended for survey control.
 SY3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3236.See file dsdata.txt to determine how the superseded data were derived.
 SY3236
 SY3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0579213471(NAD 83)
 SY3236_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3236
 SY3236  HISTORY     - Date     Condition        Report By
 SY3236  HISTORY     - 1924     MONUMENTED       CGS
 SY3236  HISTORY     - 1928     SEE DESCRIPTION  CGS
 SY3236  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3236  HISTORY     - 1968     SEE DESCRIPTION  WAA
 SY3236  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SY3236
 SY3236                          STATION DESCRIPTION
 SY3236
 SY3236'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3236'NEAR OLYMPIA AND ON THE FIRST POINT S OF BUTLERS COVE, AND AT
 SY3236'BUDD INLET.  THE STATION IS ABOUT 25 FEET FROM THE FOOT OF A
 SY3236'150-FOOT BARE BLUFF, AND IS COVERED BY 6 INCHES OF WATER AT HIGH
 SY3236'TIDE.
 SY3236'
 SY3236'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY3236'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTE 1A AND NOTE 11A.
 SY3236'
 SY3236'REFERENCE MARK NO.1 IS AT THE FOOT OF THE BLUFF.
 SY3236'
 SY3236'REFERENCE MARK NO.2 IS ABOUT 10 FEET FROM THE FOOT OF THE BLUFF.
 SY3236'
 SY3236'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3236
 SY3236                          STATION RECOVERY (1928)
 SY3236
 SY3236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (FHH)
 SY3236'FOUND AS DESCRIBED.
 SY3236
 SY3236                          STATION RECOVERY (1936)
 SY3236
 SY3236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3236'STATION AND BOTH MARKS RECOVERED AS DESCRIBED.  ADD TO DESCRIPTION
 SY3236'OF STATION.
 SY3236'
 SY3236'A BARNACLE COVERED BOULDER (2-1/2 FEET HIGH, 5 FEET LONG AND 2-1/2
 SY3236'FEET WIDE) LIES OFF THE HIGH-WATER LINE ABOUT 25 FEET.  THIS
 SY3236'BOULDER IS 75 FEET TO N OF STATION.
 SY3236
 SY3236                          STATION RECOVERY (1968)
 SY3236
 SY3236'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1968
 SY3236'TRIANGULATION BOTH CAPS ARE GONE
 SY3236'
 SY3236'RM 1
 SY3236
 SY3236                          STATION RECOVERY (1975)
 SY3236
 SY3236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 SY3236'THE STATION HAS BEEN DESTROYED.  TWO CONCRETE POSTS WERE FOUND BUT
 SY3236'THE DISKS ARE MISSING.  WOULD ASSUME THE ONE FOUND ABOUT 25 FEET
 SY3236'FROM THE BANK HELD THE STATION MARK, AND THE OTHER BEING 15.5 FEET
 SY3236'FROM THE BANK IS ASSUMED TO BE R.M. 2, BUT I FIND NO DISTANCE AND
 SY3236'DIRECTION LISTED FOR R.M. 2.  THE OTHER REFERENCE MARK MAY BE
 SY3236'BURIED UNDER A SLIDE.
 SY3236'
 SY3236'A STATION MARK, STAMPED BUT 2 WAS SET 1.9 FEET BELOW THE SURFACE
 SY3236'OF THE BEACH, AND ITS POSITION DETERMINED.
 SY3236'
 SY3236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3236'AT NORTHERN EDGE OF OLYMPIA - WEST SHORE OF BUDD INLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3271 ***********************************************************************
 SY3271  DESIGNATION -  BUT 2
 SY3271  PID         -  SY3271
 SY3271  STATE/COUNTY-  WA/THURSTON
 SY3271  USGS QUAD   -  TUMWATER (1994)
 SY3271
 SY3271                         *CURRENT SURVEY CONTROL
 SY3271  ___________________________________________________________________
 SY3271* NAD 83(1991)-  47 04 29.10730(N)    122 55 25.38573(W)     ADJUSTED  
 SY3271* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 SY3271  ___________________________________________________________________
 SY3271  LAPLACE CORR-          -9.48  (seconds)                    DEFLEC99
 SY3271  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 SY3271
 SY3271  HORZ ORDER  -  THIRD
 SY3271
 SY3271.The horizontal coordinates were established by classical geodetic methods
 SY3271.and adjusted by the National Geodetic Survey in December 1991..
 SY3271
 SY3271.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3271
 SY3271.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3271
 SY3271.The geoid height was determined by GEOID03.
 SY3271
 SY3271;                    North         East     Units Scale Factor Converg.
 SY3271;SPC WA S     -   196,390.871   315,956.911   MT  0.99995111   -1 45 38.1
 SY3271;SPC WA S     -   644,325.72  1,036,601.97   sFT  0.99995111   -1 45 38.1
 SY3271;UTM  10      - 5,213,473.909   505,791.270   MT  0.99960041   +0 03 21.1
 SY3271
 SY3271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3271!SPC WA S     -   1.00000327  x   0.99995111  =   0.99995438
 SY3271!UTM  10      -   1.00000327  x   0.99960041  =   0.99960368
 SY3271
 SY3271:                Primary Azimuth Mark                     Grid Az
 SY3271:SPC WA S     -  OLYMPIA SHOAL LIGHT 1975                 010 12 55.3
 SY3271:UTM  10      -  OLYMPIA SHOAL LIGHT 1975                 008 23 56.1
 SY3271
 SY3271|---------------------------------------------------------------------|
 SY3271| PID    Reference Object                     Distance      Geod. Az  |
 SY3271|                                                           dddmmss.s |
 SY3271| SY3265 OLYMPIA SHOAL LIGHT 1975            APPROX. 1.9 KM 0082717.2 |
 SY3271| SY3264 OLYMPIA CHANNEL LIGHT 1975          APPROX. 0.6 KM 0872722.6 |
 SY3271| SY3209 PRIS                                APPROX. 1.6 KM 1034647.8 |
 SY3271| SY3260 SCHNEIDER 2 RM 4 AZIMUTH            APPROX. 2.1 KM 1102304.0 |
 SY3271| SY3263 OLYMPIA INNER RNG REAR LIGHT        APPROX. 1.2 KM 1154519.7 |
 SY3271| SY3270 OLYMPIA INNER RNG FRONT LIGHT       APPROX. 1.4 KM 1235316.8 |
 SY3271| SY3262 OLYMPIA RNG FRONT LIGHT             APPROX. 1.7 KM 1313446.3 |
 SY3271| SY3261 OLYMPIA RNG REAR LIGHT              APPROX. 2.0 KM 1333036.4 |
 SY3271| CE3425 BUT 2 RM 3                           12.520 METERS 20019     |
 SY3271| CE3426 BUT 2 RM 4                           10.720 METERS 26248     |
 SY3271| SY3276 BUDD INLET LIGHT 1975               APPROX. 2.0 KM 3443605.4 |
 SY3271| SY3267 OLYMPIA ENTRANCE LIGHT 1975         APPROX. 1.2 KM 3521718.5 |
 SY3271| SY3272 WEST OLYMPIA SHOAL LIGHT 1975       APPROX. 1.9 KM 3565838.8 |
 SY3271|---------------------------------------------------------------------|
 SY3271
 SY3271                          SUPERSEDED SURVEY CONTROL
 SY3271
 SY3271  NAD 83(1986)-  47 04 29.10506(N)    122 55 25.39561(W) AD(       ) 3
 SY3271  NAD 27      -  47 04 29.75655(N)    122 55 20.88708(W) AD(       ) 3
 SY3271  NGVD 29 (07/19/86)   -0.3    (m)           -1.     (f) VERT ANG       
 SY3271
 SY3271.Superseded values are not recommended for survey control.
 SY3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3271.See file dsdata.txt to determine how the superseded data were derived.
 SY3271
 SY3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0579113474(NAD 83)
 SY3271_MARKER: Z = SEE DESCRIPTION
 SY3271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3271_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3271
 SY3271  HISTORY     - Date     Condition        Report By
 SY3271  HISTORY     - 1975     MONUMENTED       NGS
 SY3271  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY3271
 SY3271                          STATION DESCRIPTION
 SY3271
 SY3271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 SY3271'THE STATION WAS ESTABLISHED TO BE USED IN LOCATING AND CHECKING THE
 SY3271'POSITIONS OF NAVIGATION LIGHTS IN BUDD INLET.  AND TO REPLACE
 SY3271'STATION BUT 1924, FOR WHICH THE CONCRETE POSTS WERE FOUND WITH THE
 SY3271'DISKS MISSING.  ONLY AN UNDERGROUND MARK WAS SET.  ADDITIONAL
 SY3271'MARKS SHOULD BE SET AT THE STATION.
 SY3271'
 SY3271'THE STATION IS ABOUT 2-3/4 MILES NORTH-NORTHWEST OF THE STATE
 SY3271'CAPITOL IN OLYMPIA, ON THE WEST SIDE OF BUDD INLET AND ON THE BEACH
 SY3271'IN FRONT OF OLD PORT HOUSING DEVELOPMENT.
 SY3271'
 SY3271'TO REACH FROM THE WEST END OF THE 4TH AVENUE BRIDGE OVER BUDD
 SY3271'INLET IN OLYMPIA, (4TH AVE. IS ALSO U.S. HIGHWAY 101), GO
 SY3271'NORTHWEST ON U.S. 101 FOR 0.15 MILE TO THE POINT WHERE THE HIGHWAY
 SY3271'CURVES LEFT.  KEEP RIGHT AND GO NORTH ON WEST BAY DRIVE FOR 1.0
 SY3271'MILE TO A Y, KEEP LEFT, UPHILL, ON RAFT AVENUE FOR 0.2 MILE TO A
 SY3271'CURVE TO THE RIGHT WHERE RAFT AVE. BECOMES CRESTLINE BLVD.
 SY3271'CONTINUE ON CRESTLINE BLVD. 0.3 MILE TO A T-INTERSECTION KEEP RIGHT
 SY3271'AND FOLLOW THE BLACKTOP ROAD 0.5 MILE TO THE INTERSECTION OF
 SY3271'26TH AVE. NW AND FRENCH RD NW, KEEP RIGHT ON FRENCH ROAD FOR
 SY3271'0.35 MILE TO THE ENTRANCE TO OLD PORT HOUSING DEVELOPMENT.  TURN
 SY3271'RIGHT INTO THE HOUSING DEVELOPMENT AND FOLLOW THE STREET
 SY3271'EASTERLY FOR 0.15 MILE TO A CURVE TO THE RIGHT AT THE EDGE OF
 SY3271'THE CLIFF OVERLOOKING BUDD INLET.  CONTINUE SOUTH 0.1 MILE TO
 SY3271'THE END OF THE ROAD AT A SMALL TURN-AROUND AREA ON THE BEACH.
 SY3271'WALK SOUTH ALONG THE BEACH FOR ABOUT 200 YARDS TO A LONE,
 SY3271'4X6-FOOT BOULDER WHICH PROJECTS 2 FEET ABOVE THE BEACH AND THE
 SY3271'MARK 76.5 FEET SOUTH OF THE SOUTH END OF THIS BOULDER.
 SY3271'
 SY3271'THE STATION MARK, STAMPED BUT 2 1975, IS A STANDARD DISK SET IN
 SY3271'CONCRETE 1.9 FEET BELOW THE SURFACE OF THE BEACH, 32 FEET EAST OF A
 SY3271'SLIDE WHICH NOW FORMS THE BANK AT THE HIGH WATER LINE, 44.4 FEET
 SY3271'NORTHEAST OF THE CONCRETE POST WHICH ONCE HELD A REFERENCE MARK
 SY3271'DISK, AND WHEN STANDING AT THE R.M. POST, THE STATION MARK IS 3.3
 SY3271'FEET TO THE RIGHT OF A LINE PROJECTED TO DOFFLEMEYER POINT AT
 SY3271'BOSTON HARBOR.  STATION MARK IS 8.9 FEET NORTH OF THE CONCRETE
 SY3271'POST WHICH HELD THE STATION MARK, AND FROM THIS POST, ON LINE
 SY3271'WITH THE NAVIGATION LIGHT WHICH SHOWS OVER A LARGE, WHITE
 SY3271'PANEL.  (LIGHT NO. 2385 IN THE WEST COAST 1975 LIGHT LIST.)
 SY3271
 SY3271                          STATION RECOVERY (1976)
 SY3271
 SY3271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SY3271'THE SUB-SURFACE MARK SET IN 1975 WAS RECOVERED.  A SURFACE STATION
 SY3271'MARK AND TWO NEW REFERENCE MARKS WERE ESTABLISHED.  THE GENERAL
 SY3271'LOCATION, DIRECTIONS FOR REACHING THE STATION AND TIES TO THE
 SY3271'STATION MARK, GIVEN IN THE 1975 DESCRIPTION STILL
 SY3271'APPLY.  DESCRIPTION OF ADDITIONAL MARKS FOLLOW.
 SY3271'
 SY3271'THE STATION MARK, STAMPED BUT 2 1975, IS A STANDARD DISK SET IN
 SY3271'A ROUND CONCRETE POST FLUSH WITH THE BEACH, 76.5 FEET SOUTH OF
 SY3271'THE SOUTH END OF A 4X6-FOOT BOULDER WHICH PROJECTS 2 FEET, 32 FEET
 SY3271'EAST OF THE ROOTS OF AN OVERTURNED TREE AT THE HIGH WATER LINE AND
 SY3271'25 FEET EAST OF A METAL WITNESS POST.
 SY3271'
 SY3271'REFERENCE MARK NO. 3, STAMPED BUT 2 1975 NO 3 1976, IS A
 SY3271'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 6
 SY3271'INCHES.  IT IS 27.8 FEET SOUTH OF THE METAL WITNESS POST, 10 FEET
 SY3271'EAST OF THE HIGH WATER LINE, 5.3 FEET NORTH OF THE REMAINS OF A
 SY3271'SQUARE CONCRETE POST WHICH WAS A MARK FOR THE ORIGINAL STATION
 SY3271'AND ABOUT 4.3 FEET HIGHER THAN THE STATION MARK.
 SY3271'
 SY3271'REFERENCE MARK NO. 4, STAMPED BUT 2 1975 NO 4 1976, IS A
 SY3271'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GRAVEL
 SY3271'BEACH, 14.7 FEET NORTHWEST OF THE METAL WITNESS POST, 11 FEET
 SY3271'NORTH OF AN 8-INCH TREE WHICH HAS BEEN UNDERMINED AND IS LAYING
 SY3271'HORIZONTAL ABOUT 4 FEET ABOVE THE BEACH, 8 FEET EAST OF THE BANK
 SY3271'AT THE HIGH WATER LINE AND ABOUT 4.7 FEET HIGHER THAN THE
 SY3271'STATION MARK.
 SY3271'
 SY3271'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3271'2-3/4 MILES NORTH-NORTHWEST OF OLYMPIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1420 ***********************************************************************
 SW1420  DESIGNATION -  BUTLER 1938
 SW1420  PID         -  SW1420
 SW1420  STATE/COUNTY-  WA/GRANT
 SW1420  USGS QUAD   -  ELECTRIC CITY (1968)
 SW1420
 SW1420                         *CURRENT SURVEY CONTROL
 SW1420  ___________________________________________________________________
 SW1420* NAD 83(1991)-  47 54 48.66169(N)    119 02 00.67438(W)     ADJUSTED  
 SW1420* NAVD 88     -       722.8    (meters)    2371.     (feet)  VERTCON   
 SW1420  ___________________________________________________________________
 SW1420  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 SW1420  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 SW1420
 SW1420  HORZ ORDER  -  SECOND
 SW1420
 SW1420.The horizontal coordinates were established by classical geodetic methods
 SW1420.and adjusted by the National Geodetic Survey in December 1991..
 SW1420
 SW1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1420
 SW1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1420
 SW1420.The geoid height was determined by GEOID03.
 SW1420
 SW1420;                    North         East     Units Scale Factor Converg.
 SW1420;SPC WA S     -   287,841.151   609,633.262   MT  1.00018482   +1 03 54.9
 SW1420;SPC WA S     -   944,358.84  2,000,105.13   sFT  1.00018482   +1 03 54.9
 SW1420;UTM  11      - 5,308,689.524   348,058.352   MT  0.99988369   -1 30 34.0
 SW1420
 SW1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1420!SPC WA S     -   0.99988980  x   1.00018482  =   1.00007460
 SW1420!UTM  11      -   0.99988980  x   0.99988369  =   0.99977351
 SW1420
 SW1420:                Primary Azimuth Mark                     Grid Az
 SW1420:SPC WA S     -  NORTHRUP 1938                            226 59 23.7
 SW1420:UTM  11      -  NORTHRUP 1938                            229 33 52.6
 SW1420
 SW1420|---------------------------------------------------------------------|
 SW1420| PID    Reference Object                     Distance      Geod. Az  |
 SW1420|                                                           dddmmss.s |
 SW1420| SW1418 NORTHRUP 1938                       APPROX. 5.4 KM 2280318.6 |
 SW1420|---------------------------------------------------------------------|
 SW1420
 SW1420                          SUPERSEDED SURVEY CONTROL
 SW1420
 SW1420  NAD 83(1986)-  47 54 48.67219(N)    119 02 00.67080(W) AD(       ) 2
 SW1420  NAD 27      -  47 54 49.12500(N)    119 01 56.59300(W) AD(       ) 2
 SW1420  NGVD 29 (07/19/86)  721.6    (m)         2367.     (f) VERT ANG       
 SW1420
 SW1420.Superseded values are not recommended for survey control.
 SW1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1420.See file dsdata.txt to determine how the superseded data were derived.
 SW1420
 SW1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP4805808690(NAD 83)
 SW1420_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1420_SETTING: 66 = SET IN ROCK OUTCROP
 SW1420_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1420
 SW1420  HISTORY     - Date     Condition        Report By
 SW1420  HISTORY     - 1938     MONUMENTED       BOR
 SW1420
 SW1420                          STATION DESCRIPTION
 SW1420
 SW1420'DESCRIBED BY US BUREAU OF RECLAMATION 1938 (CMB)
 SW1420'LOCATED IN NW 1/4 SEC. 22, T. 28 N., R. 30 E. WM, ON THE E RIM
 SW1420'OF THE GRAND COULEE, ABOUT 1-1/2 MILES E OF TOWNSITE OF OSBORNE.
 SW1420'
 SW1420'TO REACH FROM JUNCTION OF GRAND COULEE HIGHWAY AND ROADS TO
 SW1420'WILBUR AND ALMIRA AT COULEE CENTER (0.0 MILES), DRIVE S ON
 SW1420'WILBUR-ALMIRA ROAD.  2.10, TURN RIGHT OFF HIGHWAY THROUGH GATE
 SW1420'AND FOLLOW TRACKS OVER ROUGH GROUND TO 3.50.  LEAVE CAR HERE AND
 SW1420'HIKE TO STATION ABOUT 1/2 MILE S ALONG THE RIM OF THE COULEE.
 SW1420'
 SW1420'STATION MARK IS SET ACCORDING TO NOTE 3.
 SW1420'
 SW1420'HEIGHT OF STAND ABOVE STATION MARK - 1.26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2180 ***********************************************************************
 RD2180  DESIGNATION -  BUTLERS LANDING ICEHOUSE
 RD2180  PID         -  RD2180
 RD2180  STATE/COUNTY-  WA/SKAMANIA
 RD2180  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2180
 RD2180                         *CURRENT SURVEY CONTROL
 RD2180  ___________________________________________________________________
 RD2180* NAD 83(1991)-  45 36 51.64153(N)    122 02 28.19003(W)     ADJUSTED  
 RD2180* NAVD 88     -                                                        
 RD2180  ___________________________________________________________________
 RD2180  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 RD2180  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 RD2180
 RD2180  HORZ ORDER  -  THIRD
 RD2180
 RD2180.The horizontal coordinates were established by classical geodetic methods
 RD2180.and adjusted by the National Geodetic Survey in December 1991..
 RD2180
 RD2180
 RD2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2180
 RD2180.The geoid height was determined by GEOID03.
 RD2180
 RD2180;                    North         East     Units Scale Factor Converg.
 RD2180;SPC WA S     -    32,409.509   379,790.490   MT  1.00005682   -1 07 10.2
 RD2180;SPC WA S     -   106,330.20  1,246,029.30   sFT  1.00005682   -1 07 10.2
 RD2180;SPC OR N     -   217,578.318 2,379,806.000   MT  0.99992480   -1 05 34.7
 RD2180;SPC OR N     -   713,839.63  7,807,762.47   iFT  0.99992480   -1 05 34.7
 RD2180;UTM  10      - 5,051,647.076   574,758.948   MT  0.99966871   +0 41 06.9
 RD2180
 RD2180                          SUPERSEDED SURVEY CONTROL
 RD2180
 RD2180  NAD 83(1991)-  45 36 51.64153(N)    122 02 28.19003(W) AD(       ) 4
 RD2180  NAD 83(1986)-  45 36 51.65046(N)    122 02 28.19743(W) AD(       ) 4
 RD2180  NAD 27      -  45 36 52.22200(N)    122 02 23.90500(W) AD(       ) 3
 RD2180
 RD2180.Superseded values are not recommended for survey control.
 RD2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2180.See file dsdata.txt to determine how the superseded data were derived.
 RD2180
 RD2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7475951647(NAD 83)
 RD2180
 RD2180  HISTORY     - Date     Condition        Report By
 RD2180  HISTORY     - 1901     MONUMENTED       CGS
 RD2180  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RD2180
 RD2180                          STATION DESCRIPTION
 RD2180
 RD2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2180'THERE IS NO ICE HOUSE IN THE AREA OF BUTLERS LANDING AND LOCAL
 RD2180'INQUIRY MAKES IT SEEM MOST IMPROBABLE THAT ANY BUILDING IN
 RD2180'EXISTENCE IN 1901 IS STILL ERECT.
 RD2180'
 RD2180'STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1023 ***********************************************************************
 TP1023  DESIGNATION -  BUTTE
 TP1023  PID         -  TP1023
 TP1023  STATE/COUNTY-  WA/FERRY
 TP1023  USGS QUAD   -  CEDONIA (1994)
 TP1023
 TP1023                         *CURRENT SURVEY CONTROL
 TP1023  ___________________________________________________________________
 TP1023* NAD 83(1991)-  48 14 43.89438(N)    118 09 33.66821(W)     ADJUSTED  
 TP1023* NAVD 88     -       494.6    (meters)    1623.     (feet)  VERTCON   
 TP1023  ___________________________________________________________________
 TP1023  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 TP1023  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 TP1023
 TP1023  HORZ ORDER  -  SECOND
 TP1023
 TP1023.The horizontal coordinates were established by classical geodetic methods
 TP1023.and adjusted by the National Geodetic Survey in December 1991..
 TP1023
 TP1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1023
 TP1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1023
 TP1023.The geoid height was determined by GEOID03.
 TP1023
 TP1023;                    North         East     Units Scale Factor Converg.
 TP1023;SPC WA N     -   141,930.913   698,547.169   MT  0.99994473   +1 59 27.0
 TP1023;SPC WA N     -   465,651.67  2,291,816.84   sFT  0.99994473   +1 59 27.0
 TP1023;UTM  11      - 5,344,239.692   413,929.342   MT  0.99969102   -0 51 53.8
 TP1023
 TP1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1023!SPC WA N     -   0.99992534  x   0.99994473  =   0.99987007
 TP1023!UTM  11      -   0.99992534  x   0.99969102  =   0.99961638
 TP1023
 TP1023|---------------------------------------------------------------------|
 TP1023| PID    Reference Object                     Distance      Geod. Az  |
 TP1023|                                                           dddmmss.s |
 TP1023| CF1178 BUTTE RM 1                           17.154 METERS 00638     |
 TP1023| TP1031 MOORE                               APPROX. 1.9 KM 1020415.8 |
 TP1023| TP1026 BISSEL IS                           APPROX. 2.0 KM 1391727.3 |
 TP1023| TP1022 BARN CUPOLA                         APPROX. 1.9 KM 1814429.7 |
 TP1023|---------------------------------------------------------------------|
 TP1023
 TP1023                          SUPERSEDED SURVEY CONTROL
 TP1023
 TP1023  NAD 83(1986)-  48 14 43.90424(N)    118 09 33.66409(W) AD(       ) 2
 TP1023  NAD 27      -  48 14 44.29600(N)    118 09 29.70700(W) AD(       ) 2
 TP1023  NGVD 29 (07/19/86)  493.4    (m)         1619.     (f) VERT ANG       
 TP1023
 TP1023.Superseded values are not recommended for survey control.
 TP1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1023.See file dsdata.txt to determine how the superseded data were derived.
 TP1023
 TP1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1392944240(NAD 83)
 TP1023_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1023
 TP1023  HISTORY     - Date     Condition        Report By
 TP1023  HISTORY     - 1936     MONUMENTED       BOR
 TP1023
 TP1023                          STATION DESCRIPTION
 TP1023
 TP1023'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP1023'LOCATED ABOUT 850 FEET DUE W OF 1/4 SEC. 29-28, T. 32 N., R. 37
 TP1023'E. WM, AT MOST S POINT OF TIMBERED FLAT, ABOUT 50 FEET S OF EDGE
 TP1023'OF TIMBER.  A BARE RIDGE DESCENDS TO THE S FROM THE STATION AND A
 TP1023'PROMINENT RAVINE IS SW.
 TP1023'
 TP1023'FROM INCHELIUM POST OFFICE, FOLLOW MAIN HUNTERS ROAD TO 5.05,
 TP1023'TURN LEFT ON TO PUTNAM ROAD.  AT 5.15 ROAD JUNCTION, KEEP RIGHT ON
 TP1023'PUTNAM ROAD DOWN CANYON.  AT 6.25 GO THROUGH BARBED-WIRE GATE.  AT
 TP1023'6.5, GO THROUGH WOODEN GATE AND PROCEED N PAST RANCH
 TP1023'BUILDINGS.  6.6, FOLLOW ALONG LOWER EDGE (E SIDE) OF ALFALFA
 TP1023'FIELD, TURN RIGHT AT POINTER AND FOLLOW WAGON TRAIL.  6.85, GO
 TP1023'THROUGH BARBED-WIRE GATE IN FENCE, FOLLOW WAGON TRAIL, WINDING
 TP1023'THROUGH SPARSE WOODS.  7.6, GO THROUGH WIRE GATE.  7.8, CROSS
 TP1023'DRAW.  7.85, TURN LEFT ALONG S SIDE OF DRAW AT POINTER.  (DO NOT
 TP1023'CROSS BRIDGE ON TRAIL, DANGEROUS.) 7.9, LEAVE TRUCK AND
 TP1023'PROCEED W ON FOOTPATH UP BOTTOM OF DRAW CIRCLING AROUND BUTTE TO
 TP1023'RIGHT NE AND UP TO STATION ON TOP OF THE RIDGE.  8.4 BUTTE
 TP1023'1/2 MILE.
 TP1023'
 TP1023'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 15A,
 TP1023'RESPECTIVELY.
 TP1023'
 TP1023'HEIGHT OF STAND ABOVE STATION MARK - 1.23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1071 ***********************************************************************
 SB1071  DESIGNATION -  BUTTE
 SB1071  PID         -  SB1071
 SB1071  STATE/COUNTY-  WA/KITTITAS
 SB1071  USGS QUAD   -  EAST KITTITAS (1953)
 SB1071
 SB1071                         *CURRENT SURVEY CONTROL
 SB1071  ___________________________________________________________________
 SB1071* NAD 83(1991)-  46 59 07.78197(N)    120 21 08.84684(W)     ADJUSTED  
 SB1071* NAVD 88     -       700.     (meters)    2297.     (feet)  SCALED    
 SB1071  ___________________________________________________________________
 SB1071  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 SB1071  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 SB1071
 SB1071  HORZ ORDER  -  SECOND
 SB1071
 SB1071.The horizontal coordinates were established by classical geodetic methods
 SB1071.and adjusted by the National Geodetic Survey in December 1991..
 SB1071
 SB1071.The orthometric height was scaled from a topographic map.
 SB1071
 SB1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1071
 SB1071.The geoid height was determined by GEOID03.
 SB1071
 SB1071;                    North         East     Units Scale Factor Converg.
 SB1071;SPC WA S     -   183,651.232   511,223.841   MT  0.99993900   +0 06 25.8
 SB1071;SPC WA S     -   602,529.08  1,677,240.22   sFT  0.99993900   +0 06 25.8
 SB1071;UTM  10      - 5,206,954.541   701,330.532   MT  1.00009821   +1 56 11.3
 SB1071
 SB1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1071!SPC WA S     -   0.99989345  x   0.99993900  =   0.99983246
 SB1071!UTM  10      -   0.99989345  x   1.00009821  =   0.99999165
 SB1071
 SB1071|---------------------------------------------------------------------|
 SB1071| PID    Reference Object                     Distance      Geod. Az  |
 SB1071|                                                           dddmmss.s |
 SB1071| CF4603 BUTTE RM 1                           12.788 METERS 12912     |
 SB1071| CF4604 BUTTE RM 2                           12.260 METERS 26021     |
 SB1071|---------------------------------------------------------------------|
 SB1071
 SB1071                          SUPERSEDED SURVEY CONTROL
 SB1071
 SB1071  NAD 83(1986)-  46 59 07.78542(N)    120 21 08.82686(W) AD(       ) 2
 SB1071  NAD 27      -  46 59 08.32830(N)    120 21 04.59940(W) AD(       ) 2
 SB1071
 SB1071.Superseded values are not recommended for survey control.
 SB1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1071.See file dsdata.txt to determine how the superseded data were derived.
 SB1071
 SB1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0133106955(NAD 83)
 SB1071_MARKER: Z = SEE DESCRIPTION
 SB1071_SETTING: 0 = UNSPECIFIED SETTING
 SB1071
 SB1071  HISTORY     - Date     Condition        Report By
 SB1071  HISTORY     - 1957     MONUMENTED       USGS
 SB1071
 SB1071                          STATION DESCRIPTION
 SB1071
 SB1071'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (RCM)
 SB1071'THE STATION IS ON A HIGH DOME SHAPED HILL, THE MOST PROMINENT HILL IN
 SB1071'THE VICINITY, ABOUT 8.5 MILES EAST OF ELLENSBURG, 2.5 MILES EAST
 SB1071'OF KITTITAS AND 1.0 MILE SOUTH OF U.S. HIGHWAY 10.
 SB1071'
 SB1071'TO REACH THE STATION FROM THE POST OFFICE IN KITTITAS, GO NORTH ON
 SB1071'MAIN STREET FOR 0.2 MILE TO A T ROAD.  TURN RIGHT AND GO EAST FOR
 SB1071'0.3 MILE TO WHERE THE PAVEMENT TURNS LEFT, NORTH.  KEEP STRAIGHT
 SB1071'AHEAD, EAST FOR 1.8 MILES TO WHERE THE GRAVELED ROAD TURNS RIGHT,
 SB1071'SOUTH, AND AN ALUMINUM GATE IS STRAIGHT AHEAD.  PASS THROUGH THE
 SB1071'GATE AND CONTINUE EAST ON A TRACK ROAD FOR 0.4 MILE TO A FORK.
 SB1071'TAKE THE RIGHT FORK FOR 0.9 MILE TO THE TOP OF THE HILL AND THE
 SB1071'STATION.
 SB1071'
 SB1071'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 SB1071'DISK, STAMPED BUTTE 1938, CEMENTED IN A DRILL HOLE IN A BOULDER
 SB1071'WHICH PROJECTS 3 INCHES.  IT IS ABOUT 100 YARDS WEST OF SEVERAL
 SB1071'TELEVISION ANTENNAS, 24 FEET SOUTH OF A BLADED ROAD AND 10 FEET
 SB1071'WEST OF A WHITE WITNESS POST.
 SB1071'
 SB1071'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUTTE USGS NO 1 1957,
 SB1071'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 SB1071'
 SB1071'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUTTE USGS NO 2 1957,
 SB1071'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4749 ***********************************************************************
 SY4749  DESIGNATION -  BUTTE 2 1917
 SY4749  PID         -  SY4749
 SY4749  STATE/COUNTY-  WA/KING
 SY4749  USGS QUAD   -  
 SY4749
 SY4749                         *CURRENT SURVEY CONTROL
 SY4749  ___________________________________________________________________
 SY4749* NAD 83(1991)-  47 38 57.78219(N)    122 23 12.40708(W)     ADJUSTED  
 SY4749* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 SY4749  ___________________________________________________________________
 SY4749  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 SY4749  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SY4749
 SY4749  HORZ ORDER  -  THIRD
 SY4749
 SY4749.The horizontal coordinates were established by classical geodetic methods
 SY4749.and adjusted by the National Geodetic Survey in December 1991..
 SY4749
 SY4749.The orthometric height was scaled from a topographic map.
 SY4749
 SY4749.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4749
 SY4749.The geoid height was determined by GEOID03.
 SY4749
 SY4749;                    North         East     Units Scale Factor Converg.
 SY4749;SPC WA N     -    73,377.626   383,300.993   MT  0.99997549   -1 09 23.7
 SY4749;SPC WA N     -   240,739.76  1,257,546.67   sFT  0.99997549   -1 09 23.7
 SY4749;UTM  10      - 5,277,514.035   546,052.479   MT  0.99962606   +0 27 11.5
 SY4749
 SY4749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4749!SPC WA N     -   0.99999523  x   0.99997549  =   0.99997072
 SY4749!UTM  10      -   0.99999523  x   0.99962606  =   0.99962129
 SY4749
 SY4749:                Primary Azimuth Mark                     Grid Az
 SY4749:SPC WA N     -  FIRE 1915                                008 24 36.1
 SY4749:UTM  10      -  FIRE 1915                                006 48 00.9
 SY4749
 SY4749|---------------------------------------------------------------------|
 SY4749| PID    Reference Object                     Distance      Geod. Az  |
 SY4749|                                                           dddmmss.s |
 SY4749| SY4736 FIRE 1915                           APPROX. 2.1 KM 0071512.4 |
 SY4749| SY4069 TREE                                APPROX. 1.2 KM 0840641.0 |
 SY4749| SY4034 HOSE 1917                           APPROX. 1.3 KM 1372816.5 |
 SY4749|---------------------------------------------------------------------|
 SY4749
 SY4749                          SUPERSEDED SURVEY CONTROL
 SY4749
 SY4749  NAD 83(1986)-  47 38 57.77507(N)    122 23 12.41179(W) AD(       ) 3
 SY4749  NAD 27      -  47 38 58.42400(N)    122 23 07.95500(W) AD(       ) 3
 SY4749
 SY4749.Superseded values are not recommended for survey control.
 SY4749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4749.See file dsdata.txt to determine how the superseded data were derived.
 SY4749
 SY4749_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4605277514(NAD 83)
 SY4749_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY4749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4749+STABILITY: SURFACE MOTION
 SY4749
 SY4749  HISTORY     - Date     Condition        Report By
 SY4749  HISTORY     - 1917     MONUMENTED       CGS
 SY4749  HISTORY     - 1917     SEE DESCRIPTION  CGS
 SY4749  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY4749  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4749
 SY4749                          STATION DESCRIPTION
 SY4749
 SY4749'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CGQ)
 SY4749'STATION IS ABOUT 20 METERS W OF THE SITE OF BUTTE 1915, AND IS
 SY4749'HIGHER UP FORT LAWTON HILL.  IT IS IN THE BLOCK BOUNDED BY
 SY4749'TWENTY-THIRD AVENUE, TWENTY-FOURTH AVENUE, BERTONA STREET AND
 SY4749'GRAND BOULEVARD.  AN ALLEY TRAVERSING THE BLOCK FROM N TO S PASSES
 SY4749'BETWEEN BUTTE 1915 AND BUTTE 2.
 SY4749'
 SY4749'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4749'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY4749'
 SY4749'REFERENCE MARK IS 9.94 METERS DISTANT FROM SIGNAL AND BOTH ARE
 SY4749'IN RANGE WITH THE FLAGPOLE AT THE INTERBAY SCHOOLHOUSE.
 SY4749
 SY4749                          STATION RECOVERY (1917)
 SY4749
 SY4749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (JAD)
 SY4749'STATION RECOVERED AS DESCRIBED.  REFERENCE MARK WAS NOT FOUND.
 SY4749
 SY4749                          STATION RECOVERY (1933)
 SY4749
 SY4749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FHH)
 SY4749'GRAND BOULEVARD IS NOW KNOWN AS W DRAVUS STREET.  THERE IS A
 SY4749'PROMINENT KNOLL WHICH IS THE EVIDENT POSITION OF THE STATION
 SY4749'SLOPING STEEPLY TO THE E IN SUCH MANNER AS TO SUGGEST THE NAME
 SY4749'BUTTE.  THE ALLEY CUTS ACROSS THE EASTERN FACE.  NUMEROUS HOLES
 SY4749'HAVE BEEN DUG, APPARENTLY BY CHILDREN AT PLAY, AND EARTH HAS BEEN
 SY4749'BORROWED FROM THE KNOLL SO THAT THE CENTER AND REFERENCE MARKS
 SY4749'ARE LOST.
 SY4749
 SY4749                          STATION RECOVERY (2001)
 SY4749
 SY4749'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4749' 
 SY4749' 
 SY4749' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1031 ***********************************************************************
 SB1031  DESIGNATION -  BUTTER
 SB1031  PID         -  SB1031
 SB1031  STATE/COUNTY-  WA/LEWIS
 SB1031  USGS QUAD   -  TATOOSH LAKES (1989)
 SB1031
 SB1031                         *CURRENT SURVEY CONTROL
 SB1031  ___________________________________________________________________
 SB1031* NAD 83(1991)-  46 39 56.24115(N)    121 40 01.26586(W)     ADJUSTED  
 SB1031* NAVD 88     -      1554.4    (meters)    5100.     (feet)  VERTCON   
 SB1031  ___________________________________________________________________
 SB1031  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 SB1031  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 SB1031
 SB1031  HORZ ORDER  -  SECOND
 SB1031
 SB1031.The horizontal coordinates were established by classical geodetic methods
 SB1031.and adjusted by the National Geodetic Survey in December 1991..
 SB1031
 SB1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1031
 SB1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1031
 SB1031.The geoid height was determined by GEOID03.
 SB1031
 SB1031;                    North         East     Units Scale Factor Converg.
 SB1031;SPC WA S     -   148,744.642   410,699.836   MT  0.99991558   -0 50 51.8
 SB1031;SPC WA S     -   488,006.38  1,347,437.71   sFT  0.99991558   -0 50 51.8
 SB1031;UTM  10      - 5,168,869.896   601,970.680   MT  0.99972781   +0 58 10.7
 SB1031
 SB1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1031!SPC WA S     -   0.99975948  x   0.99991558  =   0.99967508
 SB1031!UTM  10      -   0.99975948  x   0.99972781  =   0.99948735
 SB1031
 SB1031:                Primary Azimuth Mark                     Grid Az
 SB1031:SPC WA S     -  BUTTER AZ MK                             004 01 17.1
 SB1031:UTM  10      -  BUTTER AZ MK                             002 12 14.6
 SB1031
 SB1031|---------------------------------------------------------------------|
 SB1031| PID    Reference Object                     Distance      Geod. Az  |
 SB1031|                                                           dddmmss.s |
 SB1031| CF4180 BUTTER AZ MK                                       0031025.3 |
 SB1031| CF4181 BUTTER RM 1                           7.347 METERS 19137     |
 SB1031| CF4182 BUTTER RM 2                           4.676 METERS 29956     |
 SB1031|---------------------------------------------------------------------|
 SB1031
 SB1031                          SUPERSEDED SURVEY CONTROL
 SB1031
 SB1031  NAD 83(1986)-  46 39 56.26123(N)    121 40 01.25980(W) AD(       ) 2
 SB1031  NAD 27      -  46 39 56.86000(N)    121 39 56.94500(W) AD(       ) 2
 SB1031  NGVD 29 (07/19/86) 1553.3    (m)         5096.     (f) VERT ANG       
 SB1031
 SB1031.Superseded values are not recommended for survey control.
 SB1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1031.See file dsdata.txt to determine how the superseded data were derived.
 SB1031
 SB1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS0197168870(NAD 83)
 SB1031_MARKER: DS = TRIANGULATION STATION DISK
 SB1031_SETTING: 66 = SET IN ROCK OUTCROP
 SB1031
 SB1031  HISTORY     - Date     Condition        Report By
 SB1031  HISTORY     - 1946     MONUMENTED       CGS
 SB1031
 SB1031                          STATION DESCRIPTION
 SB1031
 SB1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SB1031'THE STATION IS LOCATED ON A HIGH VERY PROMINENT POINT ON THE
 SB1031'EXTREME SOUTH END OF RIDGE THAT TATOOSH LOOKOUT IS ON, ABOUT 4
 SB1031'MILES AIRLINE NORTH OF PACKWOOD, ABOUT 16-1/2 MILES AIRLINE
 SB1031'NORTHEAST OF RANDLE.  THE DISK IS STAMPED BUTTER 1946 AND SET IN
 SB1031'A DRILL HOLE IN OUTCROPPING BED ROCK, 8 FEET WEST OF A SHEER DROP
 SB1031'OFF, PROJECTS 4 INCHES.
 SB1031'
 SB1031'REFERENCE MARK NO 1 IS STAMPED BUTTER NO 1 1946 AND SET IN A
 SB1031'DRILL HOLE IN OUTCROPPING BED ROCK, 12 FEET WEST OF SHEER DROP
 SB1031'OFF, PROJECTS 3 FEET.
 SB1031'
 SB1031'REFERENCE MARK NO 2 IS STAMPED BUTTER NO 2 1946 AND SET IN A
 SB1031'DRILL HOLE IN OUTCROPPING BED ROCK, 20 FEET WEST OF SHEER DROP
 SB1031'OFF, PROJECTS 3-1/2 FEET.
 SB1031'
 SB1031'THE AZIMUTH MARK IS STAMPED BUTTER 1946 AND SET IN A DRILL HOLE
 SB1031'IN OUTCROPPING BED ROCK ON A VERY PROMINENT POINT ON THE SAME
 SB1031'RIDGE STATION IS ON, PROJECTS 12 FEET.  BEST REACHED AS
 SB1031'FOLLOWS.  FROM POINT ON TATOOSH LOOKOUT TRAIL WHERE SIGN ON TREE
 SB1031'READS TATOOSH L.O. 2-1/2 COW CAMP 1 TAKE DIM TRAIL LEFT UP STEEP
 SB1031'SLOPE FOR 200 YARDS TO MARK AS DESCRIBED.
 SB1031'
 SB1031'PICTURE POINT IS SMALL LONE FIR TREE, 10 FEET NORTHEAST OF
 SB1031'REFERENCE MARK NO 2, GROUND AT TREE IS 0.17 METER LOWER THAN THE
 SB1031'STATION.
 SB1031'
 SB1031'TO REACH FROM THE INTERSECTION OF ROADS IN FRONT OF THE POST
 SB1031'OFFICE IN PACKWOOD TAKE THE LEFT HAND ROAD FOR 0.1 MILE TO A ROAD
 SB1031'LEFT, TURN LEFT AND GO 0.5 MILE TO BRIDGE OVER THE COWLITZ RIVER,
 SB1031'CROSS OVER BRIDGE AND CONTINUE ON ROAD FOR 2.5 MILES AND CROSS
 SB1031'OVER BUTTER CREEK, THEN CONTINUE 0.4 MILE TO A TRAIL ON THE LEFT
 SB1031'AND SIGN TATOOSH LOOKOUT 7 1/2.  FROM THIS POINT PACK ON TATOOSH
 SB1031'LOOKOUT TRAIL FOR 2 HOURS TO HINKLE TINKLE SHELTER CABIN,
 SB1031'CONTINUE ON SWITCH BACK TRAIL TO POINT WHERE A SMALL MEADOW IS ON
 SB1031'THE LEFT, CONTINUE ON TRAIL TO WHERE IT BREAKS OUT INTO THE OPEN
 SB1031'AGAIN AND A DIM TRAIL GOES LEFT, TURN LEFT ON DIM TRAIL AND GO
 SB1031'50 YARDS THEN TURN RIGHT AND PICK WAY UP STEEP SLOPE.  GOING
 SB1031'NORTHWEST.  TO POINT JUST BELOW STATION.  AT THIS POINT 50 FEET
 SB1031'OF ROPE WILL BE NEEDED TO GET ON TOP OF A LOW SADDLE OF RIDGE,
 SB1031'FROM THE LOW SADDLE CROSS OVER TO THE WEST SIDE OF RIDGE AND WORK
 SB1031'WAY UP TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 SB1031'
 SB1031'NOTE--PACK WILL REQUIRE 6 HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH7002 ***********************************************************************
 AH7002  HT_MOD      -  This is a Height Modernization Survey Station.
 AH7002  DESIGNATION -  BUTTER
 AH7002  PID         -  AH7002
 AH7002  STATE/COUNTY-  WA/GRAYS HARBOR
 AH7002  USGS QUAD   -  POINT BROWN (1994)
 AH7002
 AH7002                         *CURRENT SURVEY CONTROL
 AH7002  ___________________________________________________________________
 AH7002* NAD 83(1998)-  46 57 45.83195(N)    124 10 13.59913(W)     ADJUSTED  
 AH7002* NAVD 88     -         5.50   (meters)      18.0    (feet)  GPS OBS   
 AH7002  ___________________________________________________________________
 AH7002  X           -  -2,449,218.306 (meters)                     COMP
 AH7002  Y           -  -3,607,917.284 (meters)                     COMP
 AH7002  Z           -   4,638,924.055 (meters)                     COMP
 AH7002  LAPLACE CORR-           9.69  (seconds)                    DEFLEC99
 AH7002  ELLIP HEIGHT-         -19.28  (meters)          (07/03/01) GPS OBS
 AH7002  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AH7002
 AH7002  HORZ ORDER  -  FIRST
 AH7002  ELLP ORDER  -  FIFTH     CLASS I
 AH7002
 AH7002.The horizontal coordinates were established by GPS observations
 AH7002.and adjusted by the National Geodetic Survey in July 2001..
 AH7002.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AH7002.DATUM ITEM on the data sheet items page.
 AH7002
 AH7002.The orthometric height was determined by GPS observations and a
 AH7002.high-resolution geoid model using precise GPS observation and
 AH7002.processing techniques.
 AH7002
 AH7002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7002
 AH7002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7002
 AH7002.The ellipsoidal height was determined by GPS observations
 AH7002.and is referenced to NAD 83.
 AH7002
 AH7002.The geoid height was determined by GEOID03.
 AH7002
 AH7002;                    North         East     Units Scale Factor Converg.
 AH7002;SPC WA S     -   187,608.334   220,765.242   MT  0.99993630   -2 39 58.3
 AH7002;SPC WA S     -   615,511.68    724,293.96   sFT  0.99993630   -2 39 58.3
 AH7002;UTM  10      - 5,201,687.382   410,954.864   MT  0.99969745   -0 51 20.0
 AH7002
 AH7002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7002!SPC WA S     -   1.00000302  x   0.99993630  =   0.99993932
 AH7002!UTM  10      -   1.00000302  x   0.99969745  =   0.99970047
 AH7002
 AH7002                          SUPERSEDED SURVEY CONTROL
 AH7002
 AH7002  NAD 83(1991)-  46 57 45.83003(N)    124 10 13.60090(W) AD(       ) 1
 AH7002  ELLIP H (01/20/99)  -19.26   (m)                       GP(       ) 3 2
 AH7002
 AH7002.Superseded values are not recommended for survey control.
 AH7002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7002.See file dsdata.txt to determine how the superseded data were derived.
 AH7002
 AH7002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1095501687(NAD 83)
 AH7002_MARKER: I = METAL ROD
 AH7002_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7002_STAMPING: BUTTER 1997
 AH7002_MARK LOGO: NGS   
 AH7002_PROJECTION: RECESSED 10 CENTIMETERS
 AH7002_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7002+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 AH7002_ROD/PIPE-DEPTH: 10   meters
 AH7002
 AH7002  HISTORY     - Date     Condition        Report By
 AH7002  HISTORY     - 1997     MONUMENTED       NGS
 AH7002  HISTORY     - 20051031 GOOD             GEOCAC
 AH7002
 AH7002                          STATION DESCRIPTION
 AH7002
 AH7002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RCD)
 AH7002'DESCRIBED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY 1997 (RCD) .
 AH7002'THE STATION IS LOCATED IN THE CITY OF OCEAN SHORES.  FROM THE
 AH7002'INTERSECTION OF CHANCE ALAMER ROAD AND OCEAN SHORES BOULEVARD SW GO
 AH7002'SOUTH ON OCEAN SHORES BOULEVARD TO THE INTERSECTION WITH BUTTER CLAM
 AH7002'ROAD.  TURN WEST AND FOLLOW BUTTER CLAM ROAD TO A BEACH ACCESS PARKING
 AH7002'AREA.  THE STATION IS 1 M (3.3 FT) WEST OF THE NORTHWEST CORNER OF THE
 AH7002'PARKING AREA AND IS 0.6 M (2.0 FT) EAST OF A STANDARD ORANGE NGS
 AH7002'WITNESS POST, OR 124 M (406.8 FT) WEST OF THE CENTERLINE OF SOUTH SAND
 AH7002'DUNE AVENUE AND 15 M (49.2 FT) NORTH OF THE EXTENDED CENTERLINE OF
 AH7002'BUTTER CLAM ROAD.  THE STATION IS ABOUT 250 M (820.2 FT) WEST AND EVEN
 AH7002'WITH AN EXTENDED EAST/WEST LINE FORMED BY THE NORTH WALL OF THE SINGLE
 AH7002'STORY GRAY HOUSE AT 698 OCEAN SHORES BOULEVARD SW.  THE STATION IS A
 AH7002'STAINLESS STEEL ROD DRIVEN 73 FT, (22.3 M) ACCESS TO THE DATUM POINT
 AH7002'IS HAD THROUGH A 5-INCH STANDARD NGS LOGO CAP THAT IS STAMPED BUTTER
 AH7002'1997.
 AH7002
 AH7002                          STATION RECOVERY (2005)
 AH7002
 AH7002'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 AH7002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3880 ***********************************************************************
 RD3880  DESIGNATION -  BUTTS
 RD3880  PID         -  RD3880
 RD3880  STATE/COUNTY-  WA/COWLITZ
 RD3880  USGS QUAD   -  DEER ISLAND (1990)
 RD3880
 RD3880                         *CURRENT SURVEY CONTROL
 RD3880  ___________________________________________________________________
 RD3880* NAD 83(1991)-  45 53 03.39173(N)    122 47 01.92622(W)     ADJUSTED  
 RD3880* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 RD3880  ___________________________________________________________________
 RD3880  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 RD3880  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 RD3880
 RD3880  HORZ ORDER  -  THIRD
 RD3880
 RD3880.The horizontal coordinates were established by classical geodetic methods
 RD3880.and adjusted by the National Geodetic Survey in December 1991..
 RD3880
 RD3880.The orthometric height was scaled from a topographic map.
 RD3880
 RD3880.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3880
 RD3880.The geoid height was determined by GEOID03.
 RD3880
 RD3880;                    North         East     Units Scale Factor Converg.
 RD3880;SPC WA S     -    63,803.961   322,742.306   MT  0.99998884   -1 39 32.4
 RD3880;SPC WA S     -   209,330.16  1,058,863.72   sFT  0.99998884   -1 39 32.4
 RD3880;SPC OR N     -   248,937.683 2,322,744.018   MT  0.99997264   -1 37 10.9
 RD3880;SPC OR N     -   816,724.68  7,620,551.24   iFT  0.99997264   -1 37 10.9
 RD3880;UTM  10      - 5,081,212.544   516,770.424   MT  0.99960346   +0 09 18.6
 RD3880
 RD3880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3880!SPC WA S     -   1.00000192  x   0.99998884  =   0.99999076
 RD3880!SPC OR N     -   1.00000192  x   0.99997264  =   0.99997456
 RD3880!UTM  10      -   1.00000192  x   0.99960346  =   0.99960538
 RD3880
 RD3880|---------------------------------------------------------------------|
 RD3880| PID    Reference Object                     Distance      Geod. Az  |
 RD3880|                                                           dddmmss.s |
 RD3880| CE2370 BUTTS RM 2                           13.235 METERS 06535     |
 RD3880| RD3968 H 1 2 RM 3                          APPROX. 3.4 KM 1754525.3 |
 RD3880| RD3948 OLD FRONT RANGE LIGHT               APPROX. 2.1 KM 1761444.5 |
 RD3880| RD4050 ST HELENS FRONT RANGE LIGHT         APPROX. 2.1 KM 1775935.4 |
 RD3880| RD3885 DOLPHIN 2                           APPROX. 0.7 KM 1802057.3 |
 RD3880| RD4048 ST HELENS DIKE LIGHT 80             APPROX. 2.4 KM 1895117.8 |
 RD3880| RD4044 ST HELENS CHANNEL LIGHT 5           APPROX. 2.7 KM 1913548.9 |
 RD3880| RD4063 DIKE 27.3 DOLPHIN                   APPROX. 2.1 KM 1923106.4 |
 RD3880| RD3944 TEMPO                               APPROX. 2.1 KM 1940026.0 |
 RD3880| RD3903 DOLPHIN 3                           APPROX. 0.5 KM 1942223.0 |
 RD3880| RD3876 DIKE 27.8 DOLPHIN                   APPROX. 1.1 KM 1981053.7 |
 RD3880| RD4001 ST HELENS TANK                      APPROX. 2.9 KM 2012417.1 |
 RD3880| RD4043 DIKE 27.7 DOLPHIN                   APPROX. 1.7 KM 2012511.3 |
 RD3880| RD3983 DIKE 27.9 DOLPHIN                   APPROX. 1.4 KM 2151843.4 |
 RD3880| RD4038 ST HELENS CHANNEL LIGHT 1           APPROX. 1.5 KM 2172050.5 |
 RD3880| RD3902 DOLPHIN 4                           353.672 METERS 22023     |
 RD3880| RD4022 LEMONTS LIGHT                       APPROX. 1.7 KM 2240145.3 |
 RD3880| RD3878 DOLPHIN 5                           323.613 METERS 26234     |
 RD3880| RD3910 COLUMBIA CITY SCHOOL CUP FLAG       APPROX. 2.1 KM 2914136.4 |
 RD3880| RD3875 DOLPHIN 6                           459.537 METERS 2945307.3 |
 RD3880| RD3908 COLUMBIA CITY FRONT RANGE LT        APPROX. 2.3 KM 3042928.1 |
 RD3880| RD3874 DOLPHIN 7                           APPROX. 0.7 KM 3062106.5 |
 RD3880| RD3872 LOWER DOLPHIN                       APPROX. 0.9 KM 3122137.5 |
 RD3880| CE2369 BUTTS RM 1                           27.148 METERS 34833     |
 RD3880|---------------------------------------------------------------------|
 RD3880
 RD3880                          SUPERSEDED SURVEY CONTROL
 RD3880
 RD3880  NAD 83(1991)-  45 53 03.39173(N)    122 47 01.92621(W) AD(       ) 3
 RD3880  NAD 83(1986)-  45 53 03.41071(N)    122 47 01.92408(W) AD(       ) 3
 RD3880  NAD 27      -  45 53 03.99100(N)    122 46 57.55600(W) AD(       ) 3
 RD3880
 RD3880.Superseded values are not recommended for survey control.
 RD3880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3880.See file dsdata.txt to determine how the superseded data were derived.
 RD3880
 RD3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1677081213(NAD 83)
 RD3880_MARKER: Z = SEE DESCRIPTION
 RD3880_SETTING: 0 = UNSPECIFIED SETTING
 RD3880
 RD3880  HISTORY     - Date     Condition        Report By
 RD3880  HISTORY     - 1951     MONUMENTED       CGS
 RD3880  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RD3880
 RD3880                          STATION DESCRIPTION
 RD3880
 RD3880'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3880'STATION IS 1.5 MILES NE OF THE COURTHOUSE AT ST. HELENS, 1.3 MILES
 RD3880'SE OF THE SCHOOLHOUSE AT COLUMBIA CITY, APPROXIMATELY 97 METERS
 RD3880'N (ALONG LEVEE) OF LINE THROUGH ST. HELENS TALL STACK AND N STACK
 RD3880'AT POPE AND TALBOT MILL, AND 34 METERS S (MEASURED ALONG LEVEE)
 RD3880'FROM CENTER LINE OF FARM ROAD LEADING E.  IT IS 6 METERS S OF
 RD3880'LINE ALONG S WALL OF 16 X 18 DWELLING TO W, 4 FEET BELOW TOP OF
 RD3880'LEVEE, AND 6-1/2 METERS W OF CENTER LINE OF LEVEE.  AT A POINT
 RD3880'APPROXIMATELY 130 METERS S THE LEVEE BENDS TO THE SE
 RD3880'THEN BENDS TO THE S.  ABOUT 350 METERS N THE LEVEE MAKES A SLIGHT
 RD3880'BEND TO THE WNW.
 RD3880'
 RD3880'STATION MARK IS A STANDARD DISK, STAMPED BUTTS 1951, SET IN
 RD3880'CONCRETE IN A 6-INCH CONCRETE TILE PROJECTING 2 INCHES ABOVE
 RD3880'SURFACE.  A 4- BY 10-INCH POST 2-1/2 FEET HIGH IS 6 INCHES N OF
 RD3880'THE STATION.
 RD3880'
 RD3880'R.M. 1 IS 5 METERS E OF CENTER LINE OF LEVEE AND 2 FEET BELOW
 RD3880'TOP.  IT IS A STANDARD REFERENCE DISK, STAMPED BUTTS R M 1, SET
 RD3880'IN CONCRETE IN TOP OF A 6-INCH CONCRETE PIPE PROJECTING 6 INCHES
 RD3880'ABOVE THE SURFACE.  A 5-INCH ROUND POST 3 FEET HIGH IS 12 INCHES
 RD3880'N OF THE MARK.
 RD3880'
 RD3880'R.M. 2 IS JUST ACROSS THE LEVEE FROM THE STATION, 4 FEET BELOW
 RD3880'TOP AND 5-1/2 METERS FROM CENTER LINE.  IT IS A STANDARD REFERENCE
 RD3880'DISK, STAMPED BUTTS R M 2, SET IN CONCRETE IN THE TOP OF A 6-INCH
 RD3880'CEMENT PIPE PROJECTING 4 INCHES ABOVE THE SURFACE.  THE ARROW
 RD3880'POINTS APPROXIMATELY 10 DEGREES TO THE RIGHT OF THE STATION.  A
 RD3880'4-INCH ROUND POLE 3 FEET HIGH IS 10 INCHES N OF THE MARK.
 RD3880
 RD3880                          STATION RECOVERY (1978)
 RD3880
 RD3880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (TL)
 RD3880'STATION IS RECOVERED AS DESCRIBED.  STATION IS LOCATED 2-1/2 MILE
 RD3880'SW OF WOODLAND WASH., AND 2 MILE NE OF ST. HELENS OREGON.  NO
 RD3880'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5322 ***********************************************************************
 SY5322  DESIGNATION -  BUTTS
 SY5322  PID         -  SY5322
 SY5322  STATE/COUNTY-  WA/KITSAP
 SY5322  USGS QUAD   -  BREMERTON WEST (1981)
 SY5322
 SY5322                         *CURRENT SURVEY CONTROL
 SY5322  ___________________________________________________________________
 SY5322* NAD 83(1991)-  47 32 56.41089(N)    122 40 05.21651(W)     ADJUSTED  
 SY5322* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5322  ___________________________________________________________________
 SY5322  LAPLACE CORR-         -14.09  (seconds)                    DEFLEC99
 SY5322  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 SY5322
 SY5322  HORZ ORDER  -  THIRD
 SY5322
 SY5322.The horizontal coordinates were established by classical geodetic methods
 SY5322.and adjusted by the National Geodetic Survey in December 1991..
 SY5322
 SY5322.The orthometric height was scaled from a topographic map.
 SY5322
 SY5322.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5322
 SY5322.The geoid height was determined by GEOID03.
 SY5322
 SY5322;                    North         East     Units Scale Factor Converg.
 SY5322;SPC WA N     -    62,685.634   361,903.930   MT  0.99999122   -1 21 57.7
 SY5322;SPC WA N     -   205,661.12  1,187,346.48   sFT  0.99999122   -1 21 57.7
 SY5322;UTM  10      - 5,266,229.128   524,972.066   MT  0.99960766   +0 14 41.6
 SY5322
 SY5322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5322!SPC WA N     -   1.00000287  x   0.99999122  =   0.99999409
 SY5322!UTM  10      -   1.00000287  x   0.99960766  =   0.99961053
 SY5322
 SY5322|---------------------------------------------------------------------|
 SY5322| PID    Reference Object                     Distance      Geod. Az  |
 SY5322|                                                           dddmmss.s |
 SY5322| CF7233 BUTTS RM 2                                         05626     |
 SY5322| CF7232 BUTTS RM 1                                         32339     |
 SY5322|---------------------------------------------------------------------|
 SY5322
 SY5322                          SUPERSEDED SURVEY CONTROL
 SY5322
 SY5322  NAD 83(1986)-  47 32 56.40517(N)    122 40 05.22404(W) AD(       ) 3
 SY5322  NAD 27      -  47 32 57.06100(N)    122 40 00.76800(W) AD(       ) 3
 SY5322
 SY5322.Superseded values are not recommended for survey control.
 SY5322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5322.See file dsdata.txt to determine how the superseded data were derived.
 SY5322
 SY5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2497266229(NAD 83)
 SY5322_MARKER: Z = SEE DESCRIPTION
 SY5322_SETTING: 0 = UNSPECIFIED SETTING
 SY5322
 SY5322  HISTORY     - Date     Condition        Report By
 SY5322  HISTORY     - 1915     MONUMENTED       CGS
 SY5322  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5322
 SY5322                          STATION DESCRIPTION
 SY5322
 SY5322'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (FHH)
 SY5322'THIS STATION IS LOCATED ON THE N SHORE OF SINCLAIR INLET ABOUT 3/4
 SY5322'MILE SOUTHWARD OF TOWN OF CHARLESTON.  IT IS OUTSIDE THE SE CORNER
 SY5322'OF YARD OF J.C. FOSTER, IN WHICH STANDS A LARGE RED BUNGALOW
 SY5322'OCCUPIED BY W.N. BUTTS, WHOSE MAIL BOX IS NEAR THE STATION.  A
 SY5322'CONCRETE RETAINING WALL ABOUT 3 FEET HIGH RUNS ALONG THE SIDE OF
 SY5322'THE YARD FACING THE ROAD.  A LONG CURVING WOODEN TRESTLE
 SY5322'CARRYING THE ROAD ALONG THE BEACH, HAS ITS WESTERN END NEAR THE
 SY5322'STATION.
 SY5322'
 SY5322'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE POST 3
 SY5322'FEET LONG AND 8 INCHES IN DIAMETER.
 SY5322'
 SY5322'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A CONCRETE POST 2
 SY5322'1/2 FEET LONG AND 5 INCHES IN DIAMETER.  IT BEARS N 50 DEG W
 SY5322'MAGNETIC TRUE AND IS 5.95 METERS DISTANT FROM THE STATION.
 SY5322'
 SY5322'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A CONCRETE POST 2
 SY5322'1/2 FEET LONG AND 5-1/4 INCHES IN DIAMETER.  IT BEARS N 41 DEG E
 SY5322'MAGNETIC AND IS 10.26 METERS DISTANT FROM THE STATION.
 SY5322
 SY5322                          STATION RECOVERY (1934)
 SY5322
 SY5322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5322'STATION LOST.  A HIGHWAY HAS BEEN BUILT ALONG THE SHORE LINE, THUS
 SY5322'DESTROYING THE MARK THROUGH GRADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5323 ***********************************************************************
 SY5323  DESIGNATION -  BUTTS 2
 SY5323  PID         -  SY5323
 SY5323  STATE/COUNTY-  WA/KITSAP
 SY5323  USGS QUAD   -  BREMERTON WEST (1981)
 SY5323
 SY5323                         *CURRENT SURVEY CONTROL
 SY5323  ___________________________________________________________________
 SY5323* NAD 83(1991)-  47 32 56.42850(N)    122 40 04.81960(W)     ADJUSTED  
 SY5323* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 SY5323  ___________________________________________________________________
 SY5323  LAPLACE CORR-         -14.09  (seconds)                    DEFLEC99
 SY5323  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 SY5323
 SY5323  HORZ ORDER  -  SECOND
 SY5323
 SY5323.The horizontal coordinates were established by classical geodetic methods
 SY5323.and adjusted by the National Geodetic Survey in December 1991..
 SY5323
 SY5323.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5323
 SY5323.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5323
 SY5323.The geoid height was determined by GEOID03.
 SY5323
 SY5323;                    North         East     Units Scale Factor Converg.
 SY5323;SPC WA N     -    62,685.980   361,912.239   MT  0.99999122   -1 21 57.4
 SY5323;SPC WA N     -   205,662.25  1,187,373.74   sFT  0.99999122   -1 21 57.4
 SY5323;UTM  10      - 5,266,229.707   524,980.359   MT  0.99960767   +0 14 41.9
 SY5323
 SY5323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5323!SPC WA N     -   1.00000281  x   0.99999122  =   0.99999403
 SY5323!UTM  10      -   1.00000281  x   0.99960767  =   0.99961048
 SY5323
 SY5323:                Primary Azimuth Mark                     Grid Az
 SY5323:SPC WA N     -  PUGET SOUND NAVY YARD BLDG 467           063 20 11.1
 SY5323:UTM  10      -  PUGET SOUND NAVY YARD BLDG 467           061 43 31.8
 SY5323
 SY5323|---------------------------------------------------------------------|
 SY5323| PID    Reference Object                     Distance      Geod. Az  |
 SY5323|                                                           dddmmss.s |
 SY5323| SY5384 PUGET SOUND NAVY YARD BLDG 467      APPROX. 1.7 KM 0615813.7 |
 SY5323| CF7234 BUTTS 2 RM                           18.070 METERS 21855     |
 SY5323| CF7452 BUTTS 2 WM                           21.750 METERS 25302     |
 SY5323| AH6637 BUTTS 2 RM 2                         12.290 METERS 31851     |
 SY5323|---------------------------------------------------------------------|
 SY5323
 SY5323                          SUPERSEDED SURVEY CONTROL
 SY5323
 SY5323  NAD 83(1986)-  47 32 56.42279(N)    122 40 04.82725(W) AD(       ) 2
 SY5323  NAD 27      -  47 32 57.08300(N)    122 40 00.35800(W) AD(       ) 2
 SY5323  NGVD 29 (12/17/98)    3.4    (m)           11.     (f) VERT ANG       
 SY5323
 SY5323.Superseded values are not recommended for survey control.
 SY5323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5323.See file dsdata.txt to determine how the superseded data were derived.
 SY5323
 SY5323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2498066230(NAD 83)
 SY5323_MARKER: DS = TRIANGULATION STATION DISK
 SY5323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5323_STAMPING: BUTTS 2 1934
 SY5323_MARK LOGO: NOS   
 SY5323_PROJECTION: FLUSH
 SY5323_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5323+STABILITY: SURFACE MOTION
 SY5323
 SY5323  HISTORY     - Date     Condition        Report By
 SY5323  HISTORY     - 1934     MONUMENTED       CGS
 SY5323  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SY5323  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY5323  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY5323  HISTORY     - 1969     SEE DESCRIPTION  LOCSUR
 SY5323  HISTORY     - 19800101 GOOD             NOS
 SY5323  HISTORY     - 1982     GOOD             HDA
 SY5323
 SY5323                          STATION DESCRIPTION
 SY5323
 SY5323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5323'STATION IS LOCATED ON THE NORTHERN SHORE OF SINCLAIR INLET ABOUT A
 SY5323'MILE W OF THE NAVY YARD.  STATION IS ON A ROUNDED POINT 3 FEET
 SY5323'INSHORE FROM A 3-FOOT BANK, BETWEEN THE HIGHWAY AND SHORE LINE,
 SY5323'WITH A GUARD RAIL RUNNING INSHORE FROM THE STATION.  THE MARK IS
 SY5323'7.3 METERS FROM THE E END OF GUARD RAIL AND 5.3 METERS FROM
 SY5323'CENTER OF ROADWAY.
 SY5323'
 SY5323'STATION IS MARKED BY A STANDARD DISK IN CONCRETE BLOCK WITH
 SY5323'SUBSURFACE MARK IN MASS OF CONCRETE.
 SY5323'
 SY5323'REFERENCE MARK IS STANDARD DISK IN CONCRETE BLOCK ALONG THE SAME
 SY5323'BANK TOWARDS THE HEAD OF THE INLET.
 SY5323
 SY5323                          STATION RECOVERY (1938)
 SY5323
 SY5323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (RWK)
 SY5323'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SY5323
 SY5323                          STATION RECOVERY (1945)
 SY5323
 SY5323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (LCW)
 SY5323'THIS STATION IS LOCATED ON THE NW SHORE OF SINCLAIR INLET, ABOUT
 SY5323'1.8 MILES FROM THE HEAD OF THE INLET.  A NEW MODERN HIGHWAY HAS
 SY5323'BEEN BUILT SINCE 1934 OFFSHORE FROM THE STATION BY FILLING IN
 SY5323'MATERIAL.  A RAILROAD RIGHT-OF-WAY IS BEING DEVELOPED OFFSHORE
 SY5323'FROM THE HIGHWAY.  THE ORIGINAL SLOPE OF THE SHORE REMAINS IN THE
 SY5323'LOCALITY OF THE STATION BUT EXTENSIVE FILLING HAS BEEN DONE TO
 SY5323'CONSTRUCT THE HIGHWAY AND RAILROAD.  THE REFERENCE MARK HAS
 SY5323'BEEN DESTROYED BY GRADING.
 SY5323'
 SY5323'STATION IS 5.63 METERS FROM THE CENTER OF THE OLD CONCRETE
 SY5323'HIGHWAY ON THE OFFSHORE SHOULDER OF SAME BETWEEN THIS HIGHWAY AND
 SY5323'THE NEW HIGHWAY.  IT IS 2.9 METERS OFFSHORE FROM THE OFFSHORE EDGE
 SY5323'OF THIS OLD HIGHWAY AND ABOUT 50 TO 60 METERS NE OF WHERE THIS
 SY5323'HIGHWAY LEAVES THE NEW HIGHWAY.  IT IS ABOUT 10 METERS TO THE
 SY5323'EDGE OF THE NEW HIGHWAY.  STATION IS LOCATED ACROSS THE OLD
 SY5323'HIGHWAY OPPOSITE PROPERTY OF A MR. GEROW AND A MR. BOWMAN,
 SY5323'APPROXIMATELY OPPOSITE THE JUNCTION OF THEIR TWO PROPERTIES.
 SY5323'THERE IS A SEWER MANHOLE PLATE ACROSS THE OLD CONCRETE ROAD
 SY5323'FROM THE STATION, DISTANT 9.80 METERS.
 SY5323'
 SY5323'STATION IS A BRONZE DISK SET IN A CONCRETE MONUMENT.  THE
 SY5323'SUBSURFACE MARK WAS NOT EXAMINED.
 SY5323'
 SY5323'WITNESS MARK IS THE CENTER OF THE CAP OF A SMALL GALVANIZED-IRON
 SY5323'PIPE SET AT THE NE CORNER OF THE CONCRETE RETAINING WALL AROUND
 SY5323'THE LAWN OF THE PROPERTY OF MR. GEROW.  IT IS 6.4 METERS NW OF THE
 SY5323'CENTER LINE OF THE OLD HIGHWAY.
 SY5323'
 SY5323'REFERENCE MARK 2 IS A BRONZE DISK SET IN CONCRETE ON THE INSHORE
 SY5323'SIDE OF THE OLD HIGHWAY, 20.14 METERS NE OF THE WITNESS MARK, AND
 SY5323'6.5 METERS NW OF THE CENTER LINE OF THE OLD HIGHWAY.
 SY5323
 SY5323                          STATION RECOVERY (1965)
 SY5323
 SY5323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5323'THE STATION MARKS, WITNESS MARK AND REFERENCE MARK NO. 2 WERE
 SY5323'RECOVERED AS DESCRIBED.
 SY5323'
 SY5323'STATION MARK IS 41.5 FEET EAST OF THE NORTHEAST CORNER OF A 2-FOOT
 SY5323'HIGH CONCRETE RETAINING WALL, 30.5 FEET SOUTH OF THE CENTER OF THE
 SY5323'TELEPHONE POLE 2 FEET NORTH OF P. L. BOWMANS MAILBOX AT 1649
 SY5323'CHARLESTON BEACH ROAD.  THE MARK IS ABOUT 2 FEET LOWER THAN
 SY5323'CHARLESTON BEACH ROAD AND 2 FEET HIGHER THAN THE HIGHWAY.
 SY5323'
 SY5323'THE WITNESS MARK IS THE CAP ON A 2-INCH PIPE WHICH PROJECTS 2
 SY5323'INCHES OUT OF THE N. E. CORNER OF THE CONCRETE RETAINING WALL AT
 SY5323'1716 CHARLESTON BEACH ROAD.
 SY5323'
 SY5323'REFERENCE MARK NO. 2 IS ABOUT 6 INCHES UNDERGROUND, 20.5 FEET
 SY5323'WEST OF THE CENTER OF CHARLESTON BEACH ROAD, 18.8 FEET N.E. OF THE
 SY5323'N.E. CORNER OF THE 2-FOOT HIGH RETAINING WALL AND 14.5 FEET S.W. OF
 SY5323'THE CENTER OF A POWER POLE WITH THREE TRANSFORMERS.
 SY5323'
 SY5323'REACHED FROM THE INTERSECTION OF S. CAMBRIAN AVE. AND FARRAGAT
 SY5323'ST. BY GOING SOUTH AND SOUTHWEST ON CAMBRIAN AVE. AND S.H. 3 FOR
 SY5323'1.0 MILE, TURN SHARP RIGHT ONTO CHARLESTON BEACH ROAD AND GO ABOUT
 SY5323'60 FEET TO THE STATION ON THE RIGHT.
 SY5323
 SY5323                          STATION RECOVERY (1969)
 SY5323
 SY5323'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969 (RMM)
 SY5323'BUTTS 2 1934.  EXCELLENT--FOUND AS DESCRIBED ON 8/11/69.
 SY5323'
 SY5323'A CONCRETE MON 4 IN X 4 IN WITH X AND COPPER CENTER PT. 1S
 SY5323'LOC. PER SKETCH BELOW.
 SY5323'
 SY5323'(BUTTS 2 RMS NOT SEARCHED FOR).
 SY5323
 SY5323                          STATION RECOVERY (1980)
 SY5323
 SY5323'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (AJP)
 SY5323'STATION WAS RECOVERED AS DESCRIBED IN 1945 BY L.C.W.  STATION IN GOOD
 SY5323'CONDITION.
 SY5323
 SY5323                          STATION RECOVERY (1982)
 SY5323
 SY5323'RECOVERY NOTE BY HORTON DENNIS ASSOCIATES 1982 (RG)
 SY5323'BUTTS 2 - 1934 FOUND STATION MARK AND WITNESS MARK IN GOOD CONDITION,
 SY5323'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3369 ***********************************************************************
 SY3369  DESIGNATION -  BUY
 SY3369  PID         -  SY3369
 SY3369  STATE/COUNTY-  WA/MASON
 SY3369  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3369
 SY3369                         *CURRENT SURVEY CONTROL
 SY3369  ___________________________________________________________________
 SY3369* NAD 83(1991)-  47 10 28.93073(N)    122 53 29.17352(W)     ADJUSTED  
 SY3369* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3369  ___________________________________________________________________
 SY3369  LAPLACE CORR-          -7.79  (seconds)                    DEFLEC99
 SY3369  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 SY3369
 SY3369  HORZ ORDER  -  THIRD
 SY3369
 SY3369.The horizontal coordinates were established by classical geodetic methods
 SY3369.and adjusted by the National Geodetic Survey in December 1991..
 SY3369
 SY3369.The orthometric height was scaled from a topographic map.
 SY3369
 SY3369.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3369
 SY3369.The geoid height was determined by GEOID03.
 SY3369
 SY3369;                    North         East     Units Scale Factor Converg.
 SY3369;SPC WA S     -   207,422.364   318,744.230   MT  0.99996757   -1 44 13.7
 SY3369;SPC WA S     -   680,518.21  1,045,746.69   sFT  0.99996757   -1 44 13.7
 SY3369;UTM  10      - 5,224,584.232   508,226.616   MT  0.99960083   +0 04 46.6
 SY3369
 SY3369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3369!SPC WA S     -   1.00000329  x   0.99996757  =   0.99997086
 SY3369!UTM  10      -   1.00000329  x   0.99960083  =   0.99960412
 SY3369
 SY3369|---------------------------------------------------------------------|
 SY3369| PID    Reference Object                     Distance      Geod. Az  |
 SY3369|                                                           dddmmss.s |
 SY3369| CE3427 BUY RM 1                              7.870 METERS 17620     |
 SY3369| CE3428 BUY RM 2                              5.465 METERS 24018     |
 SY3369| SY3365 PUM                                 APPROX. 1.1 KM 3354200.6 |
 SY3369|---------------------------------------------------------------------|
 SY3369
 SY3369                          SUPERSEDED SURVEY CONTROL
 SY3369
 SY3369  NAD 83(1986)-  47 10 28.92755(N)    122 53 29.18214(W) AD(       ) 3
 SY3369  NAD 27      -  47 10 29.57900(N)    122 53 24.69300(W) AD(       ) 3
 SY3369
 SY3369.Superseded values are not recommended for survey control.
 SY3369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3369.See file dsdata.txt to determine how the superseded data were derived.
 SY3369
 SY3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0822724584(NAD 83)
 SY3369_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3369
 SY3369  HISTORY     - Date     Condition        Report By
 SY3369  HISTORY     - 1936     MONUMENTED       CGS
 SY3369
 SY3369                          STATION DESCRIPTION
 SY3369
 SY3369'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3369'ON THE EAST SIDE OF SQUAXIN ISLAND, WEST SIDE OF PEALE PASSAGE,
 SY3369'AT THE POINT SOUTH OF THE FIRST BIGHT 0.4 MILE (NAUT.) FROM THE
 SY3369'SOUTH TIP OF THE ISLAND.  THIS BIGHT IS QUITE DEEP.  THE POINT IS
 SY3369'GRAVEL AND SHELL AND A SMALL MARSHY LAGOON LIES BACK OF IT.
 SY3369'STATION IS AT THE SPRING HIGH WATER MARK, 20 METERS SOUTH OF THE
 SY3369'NORTH TIP OF POINT.
 SY3369'
 SY3369'R.M. 1 IS SOUTH AT THE HIGH HIGH WATER LINE.  (CONCRETE MONUMENT).
 SY3369'
 SY3369'R.M. 2 IS INSHORE BUT EAST OF LAGOON (CONCRETE MONUMENT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3821 ***********************************************************************
 RD3821  DESIGNATION -  BYBEE LANDING LIGHT DAY MARK
 RD3821  PID         -  RD3821
 RD3821  STATE/COUNTY-  WA/COWLITZ
 RD3821  USGS QUAD   -  DEER ISLAND (1990)
 RD3821
 RD3821                         *CURRENT SURVEY CONTROL
 RD3821  ___________________________________________________________________
 RD3821* NAD 83(1991)-  45 58 11.80523(N)    122 49 06.39245(W)     ADJUSTED  
 RD3821* NAVD 88     -                                                        
 RD3821  ___________________________________________________________________
 RD3821  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 RD3821  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 RD3821
 RD3821  HORZ ORDER  -  THIRD
 RD3821
 RD3821.The horizontal coordinates were established by classical geodetic methods
 RD3821.and adjusted by the National Geodetic Survey in December 1991..
 RD3821
 RD3821
 RD3821.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3821
 RD3821.The geoid height was determined by GEOID03.
 RD3821
 RD3821;                    North         East     Units Scale Factor Converg.
 RD3821;SPC WA S     -    73,400.202   320,339.531   MT  0.99997183   -1 41 02.8
 RD3821;SPC WA S     -   240,813.83  1,050,980.61   sFT  0.99997183   -1 41 02.8
 RD3821;SPC OR N     -   258,532.282 2,320,334.606   MT  0.99999250   -1 38 39.1
 RD3821;SPC OR N     -   848,203.02  7,612,646.35   iFT  0.99999250   -1 38 39.1
 RD3821;UTM  10      - 5,090,724.307   514,066.038   MT  0.99960243   +0 07 49.9
 RD3821
 RD3821                          SUPERSEDED SURVEY CONTROL
 RD3821
 RD3821  NAD 83(1991)-  45 58 11.80523(N)    122 49 06.39245(W) AD(       ) 4
 RD3821  NAD 83(1986)-  45 58 11.82344(N)    122 49 06.38918(W) AD(       ) 4
 RD3821  NAD 27      -  45 58 12.41000(N)    122 49 01.97000(W) AD(       ) 3
 RD3821
 RD3821.Superseded values are not recommended for survey control.
 RD3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3821.See file dsdata.txt to determine how the superseded data were derived.
 RD3821
 RD3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1406690724(NAD 83)
 RD3821
 RD3821  HISTORY     - Date     Condition        Report By
 RD3821  HISTORY     - 1913     MONUMENTED       CGS
 RD3821  HISTORY     - 1937     SEE DESCRIPTION  CGS
 RD3821
 RD3821                          STATION DESCRIPTION
 RD3821
 RD3821'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3821'THIS STATION IS LOCATED NEAR THE NEAR THE COLUMBIA RIVER AND
 RD3821'COASTS OF OREGON AND NORTHERN CALIFORNIA, AND IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3830 ***********************************************************************
 RD3830  DESIGNATION -  BYBEE LANDING LIGHT
 RD3830  PID         -  RD3830
 RD3830  STATE/COUNTY-  WA/COWLITZ
 RD3830  USGS QUAD   -  DEER ISLAND (1990)
 RD3830
 RD3830                         *CURRENT SURVEY CONTROL
 RD3830  ___________________________________________________________________
 RD3830* NAD 83(1991)-  45 58 04.33895(N)    122 49 01.47144(W)     ADJUSTED  
 RD3830* NAVD 88     -                                                        
 RD3830  ___________________________________________________________________
 RD3830  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 RD3830  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 RD3830
 RD3830  HORZ ORDER  -  THIRD
 RD3830
 RD3830.The horizontal coordinates were established by classical geodetic methods
 RD3830.and adjusted by the National Geodetic Survey in December 1991..
 RD3830
 RD3830
 RD3830.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3830
 RD3830.The geoid height was determined by GEOID03.
 RD3830
 RD3830;                    North         East     Units Scale Factor Converg.
 RD3830;SPC WA S     -    73,166.673   320,438.657   MT  0.99997221   -1 40 59.2
 RD3830;SPC WA S     -   240,047.66  1,051,305.83   sFT  0.99997221   -1 40 59.2
 RD3830;SPC OR N     -   258,298.817 2,320,433.897   MT  0.99999199   -1 38 35.7
 RD3830;SPC OR N     -   847,437.06  7,612,972.10   iFT  0.99999199   -1 38 35.7
 RD3830;UTM  10      - 5,090,494.119   514,172.470   MT  0.99960247   +0 07 53.5
 RD3830
 RD3830                          SUPERSEDED SURVEY CONTROL
 RD3830
 RD3830  NAD 83(1991)-  45 58 04.33896(N)    122 49 01.47143(W) AD(       ) 4
 RD3830  NAD 83(1986)-  45 58 04.35709(N)    122 49 01.46781(W) AD(       ) 4
 RD3830  NAD 27      -  45 58 04.94200(N)    122 48 57.09000(W) AD(       ) 3
 RD3830
 RD3830.Superseded values are not recommended for survey control.
 RD3830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3830.See file dsdata.txt to determine how the superseded data were derived.
 RD3830
 RD3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1417290494(NAD 83)
 RD3830
 RD3830  HISTORY     - Date     Condition        Report By
 RD3830  HISTORY     - 1913     MONUMENTED       CGS
 RD3830  HISTORY     - 1937     SEE DESCRIPTION  CGS
 RD3830
 RD3830                          STATION DESCRIPTION
 RD3830
 RD3830'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3830'THIS STATION IS LOCATED ALONG THE COLUMBIA RIVER AND COASTS OF
 RD3830'OREGON AND NORTHERN CALIFORNIA, AND IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1603 ***********************************************************************
 SC1603  DESIGNATION -  BYLES LOOKOUT
 SC1603  PID         -  SC1603
 SC1603  STATE/COUNTY-  WA/GRAYS HARBOR
 SC1603  USGS QUAD   -  BLUE MOUNTAIN (1993)
 SC1603
 SC1603                         *CURRENT SURVEY CONTROL
 SC1603  ___________________________________________________________________
 SC1603* NAD 83(1991)-  46 50 37.21960(N)    123 23 43.79265(W)     ADJUSTED  
 SC1603* NAVD 88     -       293.63   (+/-2cm)     963.4    (feet)  VERTCON   
 SC1603  ___________________________________________________________________
 SC1603  LAPLACE CORR-           7.14  (seconds)                    DEFLEC99
 SC1603  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SC1603
 SC1603  HORZ ORDER  -  THIRD
 SC1603  VERT ORDER  -  THIRD ? (See Below)
 SC1603
 SC1603.The horizontal coordinates were established by classical geodetic methods
 SC1603.and adjusted by the National Geodetic Survey in December 1991..
 SC1603
 SC1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1603.The vertical order pertains to the NGVD 29 superseded value.
 SC1603
 SC1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1603
 SC1603.The geoid height was determined by GEOID03.
 SC1603
 SC1603;                    North         East     Units Scale Factor Converg.
 SC1603;SPC WA S     -   171,928.539   279,204.726   MT  0.99992477   -2 06 11.8
 SC1603;SPC WA S     -   564,068.88    916,024.17   sFT  0.99992477   -2 06 11.8
 SC1603;UTM  10      - 5,187,868.121   469,844.467   MT  0.99961118   -0 17 18.7
 SC1603
 SC1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1603!SPC WA S     -   0.99995734  x   0.99992477  =   0.99988211
 SC1603!UTM  10      -   0.99995734  x   0.99961118  =   0.99956854
 SC1603
 SC1603:                Primary Azimuth Mark                     Grid Az
 SC1603:SPC WA S     -  WILLIAMS                                 055 17 21.4
 SC1603:UTM  10      -  WILLIAMS                                 053 28 28.3
 SC1603
 SC1603|---------------------------------------------------------------------|
 SC1603| PID    Reference Object                     Distance      Geod. Az  |
 SC1603|                                                           dddmmss.s |
 SC1603| SC1600 WILLIAMS                            APPROX. 4.8 KM 0531109.6 |
 SC1603|---------------------------------------------------------------------|
 SC1603
 SC1603                          SUPERSEDED SURVEY CONTROL
 SC1603
 SC1603  NAD 83(1991)-  46 50 37.18250(N)    123 23 43.87290(W) AD(       ) 3
 SC1603  NAD 83(1986)-  46 50 37.22033(N)    123 23 43.78936(W) AD(       ) 3
 SC1603  NAD 27      -  46 50 37.86418(N)    123 23 39.23569(W) AD(       ) 3
 SC1603  NGVD 29 (07/19/86)  292.56   (m)          959.8    (f) LEVELING    3  
 SC1603
 SC1603.Superseded values are not recommended for survey control.
 SC1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1603.See file dsdata.txt to determine how the superseded data were derived.
 SC1603
 SC1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6984487868(NAD 83)
 SC1603_MARKER: 57 = LOOKOUT TOWER
 SC1603
 SC1603  HISTORY     - Date     Condition        Report By
 SC1603  HISTORY     - 1952     FIRST OBSERVED   USGS
 SC1603
 SC1603                          STATION DESCRIPTION
 SC1603
 SC1603'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SC1603'LOCATED ABOUT 11 MI S. OF ELMA, ON LOW RIDGE.
 SC1603'
 SC1603'TO REACH FROM ELMA, FOLLOW PAVED RD. 3.5 MI S. PASSING THROUGH S.
 SC1603'ELMA AND SAGINAW.  AT INTERSECTION TAKE RD. TO RIGHT 7.9 MI TO
 SC1603'WEIKSWOOD, CONTINUE ALONG MAIN RD. FOR 2.9 MI TO INTERSECTION
 SC1603'WITH VESTA RD.  TAKE RD. LEFT 3.9 MI S. TO DIM RD. FORKS, TAKE
 SC1603'MIDDLE RD. 0.1 MI UP RIDGE AND END OF TRUCK TRAVEL.  WALK 150 FT.
 SC1603'THROUGH ALDERS TO LOT.
 SC1603'
 SC1603'STATION MARK--CENTER OF LOT.
 SC1603'
 SC1603'RMS--NONE SET.
 SC1603'
 SC1603'NOTE--LOT REPORTED DESTROYED IN 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1348 ***********************************************************************
 SX1348  DESIGNATION -  BYRD
 SX1348  PID         -  SX1348
 SX1348  STATE/COUNTY-  WA/KING
 SX1348  USGS QUAD   -  CUMBERLAND (1993)
 SX1348
 SX1348                         *CURRENT SURVEY CONTROL
 SX1348  ___________________________________________________________________
 SX1348* NAD 83(1991)-  47 20 42.45890(N)    121 57 37.62787(W)     ADJUSTED  
 SX1348* NAVD 88     -       374.     (meters)    1227.     (feet)  SCALED    
 SX1348  ___________________________________________________________________
 SX1348  LAPLACE CORR-          13.32  (seconds)                    DEFLEC99
 SX1348  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 SX1348
 SX1348  HORZ ORDER  -  SECOND
 SX1348
 SX1348.The horizontal coordinates were established by classical geodetic methods
 SX1348.and adjusted by the National Geodetic Survey in December 1991..
 SX1348
 SX1348.The orthometric height was scaled from a topographic map.
 SX1348
 SX1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1348
 SX1348.The geoid height was determined by GEOID03.
 SX1348
 SX1348;                    North         East     Units Scale Factor Converg.
 SX1348;SPC WA N     -    38,996.009   414,829.700   MT  1.00003249   -0 50 21.0
 SX1348;SPC WA N     -   127,939.41  1,360,987.11   sFT  1.00003249   -0 50 21.0
 SX1348;UTM  10      - 5,244,041.944   578,521.517   MT  0.99967577   +0 45 52.5
 SX1348
 SX1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1348!SPC WA N     -   0.99994484  x   1.00003249  =   0.99997733
 SX1348!UTM  10      -   0.99994484  x   0.99967577  =   0.99962063
 SX1348
 SX1348:                Primary Azimuth Mark                     Grid Az
 SX1348:SPC WA N     -  TAYLOR SCHOOL BELFRY                     026 07 19.6
 SX1348:UTM  10      -  TAYLOR SCHOOL BELFRY                     024 31 06.1
 SX1348
 SX1348|---------------------------------------------------------------------|
 SX1348| PID    Reference Object                     Distance      Geod. Az  |
 SX1348|                                                           dddmmss.s |
 SX1348| SX1397 TAYLOR SCHOOL BELFRY                APPROX. 9.1 KM 0251658.6 |
 SX1348| SX1335 SELLECK LIGHT GRAY HOUSE FP         APPROX. 6.9 KM 0681811.4 |
 SX1348| CF4183 BYRD RM                                            32501     |
 SX1348| SX1486 TIGER BEACON                        APPROX.17.7 KM 3561743.6 |
 SX1348|---------------------------------------------------------------------|
 SX1348
 SX1348                          SUPERSEDED SURVEY CONTROL
 SX1348
 SX1348  NAD 83(1986)-  47 20 42.44928(N)    121 57 37.63842(W) AD(       ) 2
 SX1348  NAD 27      -  47 20 43.09800(N)    121 57 33.23700(W) AD(       ) 2
 SX1348
 SX1348.Superseded values are not recommended for survey control.
 SX1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1348.See file dsdata.txt to determine how the superseded data were derived.
 SX1348
 SX1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7852244042(NAD 83)
 SX1348_MARKER: Z = SEE DESCRIPTION
 SX1348_SETTING: 0 = UNSPECIFIED SETTING
 SX1348
 SX1348  HISTORY     - Date     Condition        Report By
 SX1348  HISTORY     - 1937     MONUMENTED       WAGS
 SX1348  HISTORY     - 1964     SEE DESCRIPTION  BPA
 SX1348
 SX1348                          STATION DESCRIPTION
 SX1348
 SX1348'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1348'STATION IS IN SW 1/4 OF SE 1/4 OF SEC. 31, T.22, R.7.  IT IS
 SX1348'LOCATED 2 MILES E OF RAVENSDALE AND 1/2 MILE SW OF FISH LAKE (LAKE
 SX1348'RETREAT) OVERLOOKING CEDAR RIVER VALLEY TO THE N.  NORTHERN
 SX1348'PACIFIC RAILROAD TRACKS ARE 1/2 MILE E ON THE HIGHEST POINT OF A
 SX1348'NW AND SE RIDGE AT THE N END OF AN OPEN SPACE IN ALDERS.
 SX1348'
 SX1348'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED KING COUNTY
 SX1348'AERIAL SURVEY SET IN A BOULDER.
 SX1348'
 SX1348'REFERENCE MARK IS SIMILAR AND SET N 55 DEG W MAGNETIC FROM THE
 SX1348'STATION.
 SX1348'
 SX1348'STATION IS REACHED AS FOLLOWS--FROM GEORGETOWN GO E 1.1 MILES AND
 SX1348'TAKE RIGHT FORK AS PER SIGN (KANASKAT) AND CONTINUE 0.85
 SX1348'MILE.  STATION LIES NW.  GO 100 YARDS TO NORTHERN PACIFIC RAILROAD
 SX1348'TRACKS.  CONTINUE NW ON RAILROAD TRACKS ABOUT 90 YARDS PAST
 SX1348'R.S. SIGN, THEN W THROUGH OPEN AREA ACROSS SMALL CREEK TO EDGE
 SX1348'OF TIMBER TO COW PATH.  CONTINUE UP THROUGH TIMBER TO TOP OF
 SX1348'RIDGE AMONG ALDERS, THEN NW ALONG RIDGE TO A BREAK IN ALDER
 SX1348'THICKET.  TALL LONE FIR ABOUT 250 FEET NW, GROUP OF SCATTERED FIRS
 SX1348'ABOUT 400 FEET NW.  NOTE--STATION RE-OCCUPIED 11/23/38.  FOUND
 SX1348'UNDISTURBED.
 SX1348'
 SX1348'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SX1348
 SX1348                          STATION RECOVERY (1964)
 SX1348
 SX1348'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1964
 SX1348'THE STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3571 ***********************************************************************
 SY3571  DESIGNATION -  BYRON
 SY3571  PID         -  SY3571
 SY3571  STATE/COUNTY-  WA/KING
 SY3571  USGS QUAD   -  BLACK DIAMOND (1994)
 SY3571
 SY3571                         *CURRENT SURVEY CONTROL
 SY3571  ___________________________________________________________________
 SY3571* NAD 83(1991)-  47 30 14.98891(N)    122 02 49.28274(W)     ADJUSTED  
 SY3571* NAVD 88     -       618.0    (meters)    2028.     (feet)  VERTCON   
 SY3571  ___________________________________________________________________
 SY3571  LAPLACE CORR-           9.39  (seconds)                    DEFLEC99
 SY3571  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 SY3571
 SY3571  HORZ ORDER  -  FIRST
 SY3571
 SY3571.The horizontal coordinates were established by classical geodetic methods
 SY3571.and adjusted by the National Geodetic Survey in December 1991..
 SY3571
 SY3571.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3571
 SY3571.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3571
 SY3571.The geoid height was determined by GEOID03.
 SY3571
 SY3571;                    North         East     Units Scale Factor Converg.
 SY3571;SPC WA N     -    56,775.065   408,567.383   MT  0.99999923   -0 54 13.0
 SY3571;SPC WA N     -   186,269.53  1,340,441.49   sFT  0.99999923   -0 54 13.0
 SY3571;UTM  10      - 5,261,632.534   571,766.009   MT  0.99966329   +0 42 09.7
 SY3571
 SY3571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3571!SPC WA N     -   0.99990671  x   0.99999923  =   0.99990594
 SY3571!UTM  10      -   0.99990671  x   0.99966329  =   0.99957003
 SY3571
 SY3571:                Primary Azimuth Mark                     Grid Az
 SY3571:SPC WA N     -  TIGER BEACON                             091 14 05.5
 SY3571:UTM  10      -  TIGER BEACON                             089 37 42.8
 SY3571
 SY3571|---------------------------------------------------------------------|
 SY3571| PID    Reference Object                     Distance      Geod. Az  |
 SY3571|                                                           dddmmss.s |
 SY3571| SX1486 TIGER BEACON                        APPROX. 5.4 KM 0901952.5 |
 SY3571| SX1408 TIGER MTN BUR NOR RR MICROWAVE      APPROX. 7.8 KM 1025349.2 |
 SY3571| SX1409 TIGER MTN                           APPROX. 7.7 KM 1031734.4 |
 SY3571| CF7235 BYRON RM 1                           29.359 METERS 26456     |
 SY3571| SY3572 SQUAK MTN KING COUNTY RAD MAST       47.560 METERS 28429     |
 SY3571| SY3575 COUGAR MTN PUGET PWR MICROWAVE      APPROX. 6.4 KM 3121707.1 |
 SY3571| CF7236 BYRON RM 2                           28.394 METERS 32517     |
 SY3571|---------------------------------------------------------------------|
 SY3571
 SY3571                          SUPERSEDED SURVEY CONTROL
 SY3571
 SY3571  NAD 83(1986)-  47 30 14.98024(N)    122 02 49.29019(W) AD(       ) 1
 SY3571  NAD 27      -  47 30 15.61723(N)    122 02 44.86597(W) AD(       ) 1
 SY3571  NGVD 29 (07/19/86)  616.9    (m)         2024.     (f) VERT ANG       
 SY3571
 SY3571.Superseded values are not recommended for survey control.
 SY3571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3571.See file dsdata.txt to determine how the superseded data were derived.
 SY3571
 SY3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7176661633(NAD 83)
 SY3571_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3571_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3571
 SY3571  HISTORY     - Date     Condition        Report By
 SY3571  HISTORY     - 1973     MONUMENTED       NGS
 SY3571
 SY3571                          STATION DESCRIPTION
 SY3571
 SY3571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3571'THE STATION IS ABOUT 8 MILES EAST-NORTHEAST OF RENTON, 6-3/4
 SY3571'MILES NORTH OF MAPLE VALLEY, 2-1/4 MILES SOUTH OF ISSAQUAH AND ON
 SY3571'THE HIGHEST PART OF SQUAK MOUNTAN.  IT IS IN THE SW 1/4 SEC. 4,
 SY3571'T23N, R6E.
 SY3571'
 SY3571'TO REACH THE STATION FROM THE POST OFFICE IN ISSAQUAH, GO WEST
 SY3571'ON SUNSET WAY FOR 0.1 MILE TO FRONT STREET, TURN LEFT AND GO
 SY3571'SOUTH ON FRONT STREET AND ISSAQUAH-HOBART ROAD FOR 3.35 MILES TO
 SY3571'A SIDE ROAD RIGHT.  TURN RIGHT ON ISSAQUAH-COALFIELD ROAD AND GO
 SY3571'WEST FOR 1.6 MILES TO A SIDE ROAD RIGHT AT A IRON GATE AND SIGN
 SY3571'PRIVATE ROAD.  TURN RIGHT PASSING THROUGH THE GATE AND GO
 SY3571'NORTHERLY ON GRAVELED ROAD FOR 2.6 MILES TO TOP OF HILL AND THE
 SY3571'STATION NEAR THE SOUTHEAST PART OF HILL AMONG SEVERAL BUILDINGS
 SY3571'AND ANTENNAS.
 SY3571'
 SY3571'STATION MARKS ARE STANDARD DISKS STAMPED BYRON 1973.  THE SURFACE
 SY3571'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 SY3571'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  THE UNDERGROUND
 SY3571'STATION DISK IS SET IN A IRREGULAR MASS OF CONCRETE THAT IS 32
 SY3571'INCHES BELOW THE GROUND SURFACE.  IT IS 53 FEET EAST OF THE
 SY3571'SOUTHEAST CORNER OF A CYCLONE FENCE, 35.5 FEET EAST-SOUTHEAST OF
 SY3571'THE EAST GATE POST OF A GATE, 33 FEET SOUTH OF AN EAST FENCE
 SY3571'CORNER AND 16 FEET WEST OF EDGE OF HILL.
 SY3571'
 SY3571'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BYRON NO 1 1973 SET
 SY3571'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 SY3571'FLUSH WITH THE GROUND SURFACE.  IT IS 8.5 FEET EAST OF THE EAST
 SY3571'FENCE CORNER, 4 FEET NORTH OF LEDGE WHERE HILL DROPS OFF AND 2
 SY3571'FEET SOUTH OF THE CYCLONE FENCE.
 SY3571'
 SY3571'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BYRON NO 2 1973
 SY3571'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE OF THE
 SY3571'NORTH LEG OF A STEEL MICROWAVE TOWER.  IT IS 49.5 FEET NORTHWEST OF
 SY3571'THE NORTHWEST CORNER OF A SMALL CONCRETE BLOCK BUILDING, 33 FEET
 SY3571'NORTH OF THE NORTHEAST CORNER OF A CRUSHED ROCK COVERED BUILDING
 SY3571'AND 5.5 FEET SOUTHWEST OF THE SOUTHWEST WALL OF A LARGE CONCRETE
 SY3571'BLOCK BUILDING.
 SY3571'
 SY3571'THERE WAS NO SUITABLE LOCATION FOR A REFERENCE MARK 3.
 SY3571'
 SY3571'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO MICROWAVE TOWER
 SY3571'LEG ON LINE.
 SY3571'
 SY3571'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0170 ***********************************************************************
 TQ0170  DESIGNATION -  C 1
 TQ0170  PID         -  TQ0170
 TQ0170  STATE/COUNTY-  WA/SKAGIT
 TQ0170  USGS QUAD   -  MARBLEMOUNT (1989)
 TQ0170
 TQ0170                         *CURRENT SURVEY CONTROL
 TQ0170  ___________________________________________________________________
 TQ0170* NAD 83(1986)-  48 31 35.     (N)    121 25 50.     (W)     SCALED    
 TQ0170* NAVD 88     -       100.804  (meters)     330.72   (feet)  ADJUSTED  
 TQ0170  ___________________________________________________________________
 TQ0170  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TQ0170  DYNAMIC HT  -         100.824 (meters)     330.79  (feet)  COMP
 TQ0170  MODELED GRAV-     980,807.1   (mgal)                       NAVD 88
 TQ0170
 TQ0170  VERT ORDER  -  FIRST     CLASS II
 TQ0170
 TQ0170.The horizontal coordinates were scaled from a topographic map and have
 TQ0170.an estimated accuracy of +/- 6 seconds.
 TQ0170
 TQ0170.The orthometric height was determined by differential leveling
 TQ0170.and adjusted by the National Geodetic Survey in June 1991..
 TQ0170
 TQ0170.The geoid height was determined by GEOID03.
 TQ0170
 TQ0170.The dynamic height is computed by dividing the NAVD 88
 TQ0170.geopotential number by the normal gravity value computed on the
 TQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0170.degrees latitude (g = 980.6199 gals.).
 TQ0170
 TQ0170.The modeled gravity was interpolated from observed gravity values.
 TQ0170
 TQ0170;                    North         East    Units  Estimated Accuracy
 TQ0170;SPC WA N     -   169,880.      455,890.      MT  (+/- 180 meters Scaled)
 TQ0170
 TQ0170                          SUPERSEDED SURVEY CONTROL
 TQ0170
 TQ0170.No superseded survey control is available for this station.
 TQ0170
 TQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU158759(NAD 83)
 TQ0170_MARKER: DD = SURVEY DISK
 TQ0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TQ0170_SP_SET: BRIDGE
 TQ0170_STAMPING: B. M. C 1 1945
 TQ0170_MARK LOGO: USE   
 TQ0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TQ0170+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1991
 TQ0170
 TQ0170  HISTORY     - Date     Condition        Report By
 TQ0170  HISTORY     - 1945     MONUMENTED       DOD
 TQ0170  HISTORY     - 1958     GOOD             NGS
 TQ0170  HISTORY     - 1982     GOOD             NGS
 TQ0170  HISTORY     - 1988     GOOD             USPSQD
 TQ0170  HISTORY     - 19910814 GOOD             WADT
 TQ0170
 TQ0170                          STATION DESCRIPTION
 TQ0170
 TQ0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0170'IN MARBLEMOUNT.
 TQ0170'AT MARBLEMOUNT, IN R10E T35N S18, 101 YARDS EAST OF THE POST OFFICE,
 TQ0170'IN TOP OF THE WEST END OF THE SOUTH CONCRETE CURB OF A CONCRETE AND
 TQ0170'STEEL BRIDGE OVER THE SKAGIT RIVER, 10 1/2 FEET SOUTH OF THE CENTER
 TQ0170'LINE OF CASCADE ROAD, 4.2 FEET EAST OF THE WEST END OF THE CURB, AND 1
 TQ0170'FOOT HIGHER THAN THE ROAD.
 TQ0170
 TQ0170                          STATION RECOVERY (1982)
 TQ0170
 TQ0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0170'RECOVERED IN GOOD CONDITION.
 TQ0170
 TQ0170                          STATION RECOVERY (1988)
 TQ0170
 TQ0170'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 TQ0170'RECOVERED IN GOOD CONDITION.
 TQ0170
 TQ0170                          STATION RECOVERY (1991)
 TQ0170
 TQ0170'RECOVERY NOTE BY WA DEPT OF TRANSP 1991
 TQ0170'33.8 KM (21.0 MI) SOUTHWEST OF NEW HALEM, 12.9 KM (8.0 MI) NORTHEAST
 TQ0170'OF ROCK PORT, IN THE CITY OF MARBLEMOUNT, IN SECTION 18, T35N, R10E
 TQ0170'AND ON ROAD RIGHT-OF-WAY, AT THE  INTERSECTION OF CASCADE
 TQ0170'ROAD AND STATE ROUTE 20 IN MARBLEMOUNT, IN THE WEST END OF THE SOUTH
 TQ0170'OF THE BRIDGE OVER THE SKAGIT RIVER,   3.2 M (10.5 FT) SOUTH OF THE
 TQ0170'CENTER OF CASCADE ROAD, 1.3 M (4.3 FT) EAST OF THE WEST END OF THE
 TQ0170'BRIDGE CURB AND 0.3 M (1.0 FT) HIGHER THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0510 ***********************************************************************
 TR0510  DESIGNATION -  C 1
 TR0510  PID         -  TR0510
 TR0510  STATE/COUNTY-  WA/ISLAND
 TR0510  USGS QUAD   -  OAK HARBOR (1973)
 TR0510
 TR0510                         *CURRENT SURVEY CONTROL
 TR0510  ___________________________________________________________________
 TR0510* NAD 83(1991)-  48 18 41.04268(N)    122 41 13.13054(W)     ADJUSTED  
 TR0510* NAVD 88     -        48.462  (meters)     159.00   (feet)  ADJUSTED  
 TR0510  ___________________________________________________________________
 TR0510  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 TR0510  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 TR0510  DYNAMIC HT  -          48.473 (meters)     159.03  (feet)  COMP
 TR0510  MODELED GRAV-     980,850.5   (mgal)                       NAVD 88
 TR0510
 TR0510  HORZ ORDER  -  THIRD
 TR0510  VERT ORDER  -  FIRST     CLASS II
 TR0510
 TR0510.The horizontal coordinates were established by classical geodetic methods
 TR0510.and adjusted by the National Geodetic Survey in December 1991..
 TR0510
 TR0510.The orthometric height was determined by differential leveling
 TR0510.and adjusted by the National Geodetic Survey in June 1991..
 TR0510
 TR0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0510
 TR0510.The geoid height was determined by GEOID03.
 TR0510
 TR0510.The dynamic height is computed by dividing the NAVD 88
 TR0510.geopotential number by the normal gravity value computed on the
 TR0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0510.degrees latitude (g = 980.6199 gals.).
 TR0510
 TR0510.The modeled gravity was interpolated from observed gravity values.
 TR0510
 TR0510;                    North         East     Units Scale Factor Converg.
 TR0510;SPC WA N     -   147,461.463   362,525.879   MT  0.99994795   -1 22 48.3
 TR0510;SPC WA N     -   483,796.48  1,189,386.99   sFT  0.99994795   -1 22 48.3
 TR0510;UTM  10      - 5,350,959.410   523,208.953   MT  0.99960662   +0 14 01.5
 TR0510
 TR0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0510!SPC WA N     -   0.99999589  x   0.99994795  =   0.99994384
 TR0510!UTM  10      -   0.99999589  x   0.99960662  =   0.99960251
 TR0510
 TR0510:                Primary Azimuth Mark                     Grid Az
 TR0510:SPC WA N     -  C 2                                      157 54 00.6
 TR0510:UTM  10      -  C 2                                      156 17 10.8
 TR0510
 TR0510|---------------------------------------------------------------------|
 TR0510| PID    Reference Object                     Distance      Geod. Az  |
 TR0510|                                                           dddmmss.s |
 TR0510| TR0511 C 2                                 APPROX. 0.5 KM 1563112.3 |
 TR0510| TR1368 B 16 TP 1952                        312.369 METERS 27016     |
 TR0510|---------------------------------------------------------------------|
 TR0510
 TR0510                          SUPERSEDED SURVEY CONTROL
 TR0510
 TR0510  NAD 83(1986)-  48 18 41.04381(N)    122 41 13.13408(W) AD(       ) 3
 TR0510  NAD 27      -  48 18 41.68100(N)    122 41 08.50900(W) AD(       ) 3
 TR0510  NGVD 29 (??/??/92)   47.315  (m)          155.23   (f) ADJ UNCH    1 2
 TR0510
 TR0510.Superseded values are not recommended for survey control.
 TR0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0510.See file dsdata.txt to determine how the superseded data were derived.
 TR0510
 TR0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2320950959(NAD 83)
 TR0510_MARKER: DB = BENCH MARK DISK
 TR0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0510_STAMPING: C 1 1952
 TR0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0510+STABILITY: SURFACE MOTION
 TR0510
 TR0510  HISTORY     - Date     Condition        Report By
 TR0510  HISTORY     - 1952     MONUMENTED       CGS
 TR0510  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR0510  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0510  HISTORY     - 1973     GOOD             USGS
 TR0510
 TR0510                          STATION DESCRIPTION
 TR0510
 TR0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0510'THE STATION IS IN THE CENTERLINE OF THE ROAD, 0.4 MILE WEST ALONG
 TR0510'PIONEER WAY FROM THE OAK HARBOR POST OFFICE, THENCE 1.4 MILES
 TR0510'NORTH ALONG STATE HIGHWAY 1-D, THENCE 1.6 MILES WEST ALONG A
 TR0510'COUNTY ASPHALT ROAD.  ALSO 0.8 MILE SOUTH AND EAST OF THE ENTRANCE
 TR0510'TO THE ROCKTY PT. GOLF COURSE.
 TR0510'
 TR0510'THE MARK IS A STANDARD BRONZE DISK STAMPED C-1, 1952, SET IN A
 TR0510'CONCRETE MONUMENT 6 INCHES BELOW ROAD SURFACE AND COVERED WITH A
 TR0510'CAST IRON CASING, WHICH IS 41.0 FT, WEST OF A T JUNCTION WITH A
 TR0510'DIRT ROAD LEADING NORTH, 34.5 FT. NO.EAST OF POWER LINE POLE
 TR0510'NO. 5101 AND 17.0 FT. NORTH OF A FARM FENCE.
 TR0510
 TR0510                          STATION RECOVERY (1958)
 TR0510
 TR0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNH)
 TR0510'ORIGINAL DESCRIPTION ADEQUATE.
 TR0510'
 TR0510'STATION NOW COVERED BY 2 INCHES OF ASPHALT.
 TR0510
 TR0510                          STATION RECOVERY (1960)
 TR0510
 TR0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0510'THE ROAD INTERSECTION DESCRIBED WAS RECOVERED BUT THE ROAD HAS
 TR0510'BEEN BLACKTOPPED OVER THE CAST IRON CASING WHICH COVERS THE MARK
 TR0510'AND IT WAS NOT DUG FOR.
 TR0510
 TR0510                          STATION RECOVERY (1973)
 TR0510
 TR0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0510'3.2 MI NW FROM OAK HARBOR.
 TR0510'0.2 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR.
 TR0510'THENCE 0.55 MILE SW. ALONG STATE HWY. 20.  THENCE 0.35 MILE NW. ALONG
 TR0510'SWANTOWN ROAD.  THENCE 1.3 MILES N. ALONG HELLER ROAD.  THENCE 0.80
 TR0510'MILE WEST ALONG CROSBY RD.  ABOUT 450 FEET WEST OF A RIGHT-ANGLE CURVE
 TR0510'IN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0729 ***********************************************************************
 SV0729  DESIGNATION -  C 1 1 RM 1
 SV0729  PID         -  SV0729
 SV0729  STATE/COUNTY-  WA/SPOKANE
 SV0729  USGS QUAD   -  DEER PARK (1973)
 SV0729
 SV0729                         *CURRENT SURVEY CONTROL
 SV0729  ___________________________________________________________________
 SV0729* NAD 83(1986)-  47 58 34.     (N)    117 24 24.     (W)     SCALED    
 SV0729* NAVD 88     -       672.457  (meters)    2206.22   (feet)  ADJUSTED  
 SV0729  ___________________________________________________________________
 SV0729  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 SV0729  DYNAMIC HT  -         672.510 (meters)    2206.39  (feet)  COMP
 SV0729  MODELED GRAV-     980,668.7   (mgal)                       NAVD 88
 SV0729
 SV0729  VERT ORDER  -  SECOND    CLASS 0
 SV0729
 SV0729.The horizontal coordinates were scaled from a topographic map and have
 SV0729.an estimated accuracy of +/- 6 seconds.
 SV0729
 SV0729.The orthometric height was determined by differential leveling
 SV0729.and adjusted by the National Geodetic Survey in June 1991..
 SV0729
 SV0729.The geoid height was determined by GEOID03.
 SV0729
 SV0729.The dynamic height is computed by dividing the NAVD 88
 SV0729.geopotential number by the normal gravity value computed on the
 SV0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0729.degrees latitude (g = 980.6199 gals.).
 SV0729
 SV0729.The modeled gravity was interpolated from observed gravity values.
 SV0729
 SV0729;                    North         East    Units  Estimated Accuracy
 SV0729;SPC WA N     -   114,220.      755,740.      MT  (+/- 180 meters Scaled)
 SV0729
 SV0729                          SUPERSEDED SURVEY CONTROL
 SV0729
 SV0729  NGVD 29 (??/??/92)  671.265  (m)         2202.31   (f) ADJ UNCH    2 0
 SV0729
 SV0729.Superseded values are not recommended for survey control.
 SV0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0729.See file dsdata.txt to determine how the superseded data were derived.
 SV0729
 SV0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP696137(NAD 83)
 SV0729_MARKER: DR = REFERENCE MARK DISK
 SV0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0729_SP_SET: MONUMENT
 SV0729_STAMPING: C1-1 NO 1 1960
 SV0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0729
 SV0729  HISTORY     - Date     Condition        Report By
 SV0729  HISTORY     - 1960     MONUMENTED       CGS
 SV0729
 SV0729                          STATION DESCRIPTION
 SV0729
 SV0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SV0729'3.5 MI NE FROM DEER PARK.
 SV0729'AT SITE 567-1 DEER PARK C-1, 39.9 FEET EAST FROM TRIANGULATION STATION
 SV0729'C1-1, 2 FEET SOUTH FROM THE FENCE LINE SURROUNDING THE INSTALLATION,
 SV0729'SET IN A SQUARE TOPPED CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE
 SV0729'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0728 ***********************************************************************
 SV0728  DESIGNATION -  C 1 1 RM 2
 SV0728  PID         -  SV0728
 SV0728  STATE/COUNTY-  WA/SPOKANE
 SV0728  USGS QUAD   -  DEER PARK (1973)
 SV0728
 SV0728                         *CURRENT SURVEY CONTROL
 SV0728  ___________________________________________________________________
 SV0728* NAD 83(1986)-  47 58 34.     (N)    117 24 24.     (W)     SCALED    
 SV0728* NAVD 88     -       672.560  (meters)    2206.56   (feet)  ADJUSTED  
 SV0728  ___________________________________________________________________
 SV0728  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 SV0728  DYNAMIC HT  -         672.613 (meters)    2206.73  (feet)  COMP
 SV0728  MODELED GRAV-     980,668.7   (mgal)                       NAVD 88
 SV0728
 SV0728  VERT ORDER  -  SECOND    CLASS 0
 SV0728
 SV0728.The horizontal coordinates were scaled from a topographic map and have
 SV0728.an estimated accuracy of +/- 6 seconds.
 SV0728
 SV0728.The orthometric height was determined by differential leveling
 SV0728.and adjusted by the National Geodetic Survey in June 1991..
 SV0728
 SV0728.The geoid height was determined by GEOID03.
 SV0728
 SV0728.The dynamic height is computed by dividing the NAVD 88
 SV0728.geopotential number by the normal gravity value computed on the
 SV0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0728.degrees latitude (g = 980.6199 gals.).
 SV0728
 SV0728.The modeled gravity was interpolated from observed gravity values.
 SV0728
 SV0728;                    North         East    Units  Estimated Accuracy
 SV0728;SPC WA N     -   114,220.      755,740.      MT  (+/- 180 meters Scaled)
 SV0728
 SV0728                          SUPERSEDED SURVEY CONTROL
 SV0728
 SV0728  NGVD 29 (??/??/92)  671.368  (m)         2202.65   (f) ADJ UNCH    2 0
 SV0728
 SV0728.Superseded values are not recommended for survey control.
 SV0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0728.See file dsdata.txt to determine how the superseded data were derived.
 SV0728
 SV0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP696137(NAD 83)
 SV0728_MARKER: DR = REFERENCE MARK DISK
 SV0728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0728_SP_SET: MONUMENT
 SV0728_STAMPING: C1-1 NO 2 1960
 SV0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0728
 SV0728  HISTORY     - Date     Condition        Report By
 SV0728  HISTORY     - 1960     MONUMENTED       CGS
 SV0728
 SV0728                          STATION DESCRIPTION
 SV0728
 SV0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SV0728'3.5 MI NE FROM DEER PARK.
 SV0728'AT SITE 567-1 DEER PARK C-1, AT THE NORTHWEST CORNER OF THE FENCE
 SV0728'SURROUNDING THE SITE, 43.4 FEET WEST FROM TRIANGULATION STATION C1-1,
 SV0728'AND NEAR THE CORNER POST, SET IN A SQUARE TOPPED CONCRETE MONUMENT
 SV0728'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0733 ***********************************************************************
 SV0733  DESIGNATION -  C 1 2 RM 2
 SV0733  PID         -  SV0733
 SV0733  STATE/COUNTY-  WA/SPOKANE
 SV0733  USGS QUAD   -  DEER PARK (1973)
 SV0733
 SV0733                         *CURRENT SURVEY CONTROL
 SV0733  ___________________________________________________________________
 SV0733* NAD 83(1986)-  47 58 25.     (N)    117 24 36.     (W)     SCALED    
 SV0733* NAVD 88     -       671.021  (meters)    2201.51   (feet)  ADJUSTED  
 SV0733  ___________________________________________________________________
 SV0733  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 SV0733  DYNAMIC HT  -         671.074 (meters)    2201.68  (feet)  COMP
 SV0733  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 SV0733
 SV0733  VERT ORDER  -  SECOND    CLASS 0
 SV0733
 SV0733.The horizontal coordinates were scaled from a topographic map and have
 SV0733.an estimated accuracy of +/- 6 seconds.
 SV0733
 SV0733.The orthometric height was determined by differential leveling
 SV0733.and adjusted by the National Geodetic Survey in June 1991..
 SV0733
 SV0733.The geoid height was determined by GEOID03.
 SV0733
 SV0733.The dynamic height is computed by dividing the NAVD 88
 SV0733.geopotential number by the normal gravity value computed on the
 SV0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0733.degrees latitude (g = 980.6199 gals.).
 SV0733
 SV0733.The modeled gravity was interpolated from observed gravity values.
 SV0733
 SV0733;                    North         East    Units  Estimated Accuracy
 SV0733;SPC WA N     -   113,930.      755,500.      MT  (+/- 180 meters Scaled)
 SV0733
 SV0733                          SUPERSEDED SURVEY CONTROL
 SV0733
 SV0733  NGVD 29 (??/??/92)  669.829  (m)         2197.60   (f) ADJ UNCH    2 0
 SV0733
 SV0733.Superseded values are not recommended for survey control.
 SV0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0733.See file dsdata.txt to determine how the superseded data were derived.
 SV0733
 SV0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP694134(NAD 83)
 SV0733_MARKER: DR = REFERENCE MARK DISK
 SV0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0733_SP_SET: MONUMENT
 SV0733_STAMPING: C1-2 NO 2 1960
 SV0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0733
 SV0733  HISTORY     - Date     Condition        Report By
 SV0733  HISTORY     - 1960     MONUMENTED       CGS
 SV0733
 SV0733                          STATION DESCRIPTION
 SV0733
 SV0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SV0733'3.5 MI NE FROM DEER PARK.
 SV0733'AT SITE 567-1 DEER PARK C-1, NEAR THE SOUTHWEST CORNER OF THE FENCE
 SV0733'SURROUNDING THE SITE, 41.5 FEET EAST FROM TRIANGULATION STATION C1-2,
 SV0733'1 FOOT NORTH FROM THE FENCE LINE, SET IN A CYLINDRICAL CONCRETE
 SV0733'MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0735 ***********************************************************************
 SV0735  DESIGNATION -  C 1 A
 SV0735  PID         -  SV0735
 SV0735  STATE/COUNTY-  WA/SPOKANE
 SV0735  USGS QUAD   -  DEER PARK (1973)
 SV0735
 SV0735                         *CURRENT SURVEY CONTROL
 SV0735  ___________________________________________________________________
 SV0735* NAD 83(1991)-  47 58 27.31895(N)    117 24 33.45867(W)     ADJUSTED  
 SV0735* NAVD 88     -       668.072  (meters)    2191.83   (feet)  ADJUSTED  
 SV0735  ___________________________________________________________________
 SV0735  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 SV0735  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 SV0735  DYNAMIC HT  -         668.124 (meters)    2192.00  (feet)  COMP
 SV0735  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 SV0735
 SV0735  HORZ ORDER  -  SECOND
 SV0735  VERT ORDER  -  SECOND    CLASS 0
 SV0735
 SV0735.The horizontal coordinates were established by classical geodetic methods
 SV0735.and adjusted by the National Geodetic Survey in December 1991..
 SV0735
 SV0735.The orthometric height was determined by differential leveling
 SV0735.and adjusted by the National Geodetic Survey in June 1991..
 SV0735
 SV0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0735
 SV0735.The geoid height was determined by GEOID03.
 SV0735
 SV0735.The dynamic height is computed by dividing the NAVD 88
 SV0735.geopotential number by the normal gravity value computed on the
 SV0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0735.degrees latitude (g = 980.6199 gals.).
 SV0735
 SV0735.The modeled gravity was interpolated from observed gravity values.
 SV0735
 SV0735;                    North         East     Units Scale Factor Converg.
 SV0735;SPC WA N     -   114,005.596   755,548.946   MT  0.99994538   +2 32 57.4
 SV0735;SPC WA N     -   374,033.36  2,478,830.17   sFT  0.99994538   +2 32 57.4
 SV0735;UTM  11      - 5,313,519.859   469,453.342   MT  0.99961147   -0 18 14.6
 SV0735
 SV0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0735!SPC WA N     -   0.99989811  x   0.99994538  =   0.99984349
 SV0735!UTM  11      -   0.99989811  x   0.99961147  =   0.99950962
 SV0735
 SV0735                          SUPERSEDED SURVEY CONTROL
 SV0735
 SV0735  NAD 83(1986)-  47 58 27.32133(N)    117 24 33.45243(W) AD(       ) 2
 SV0735  NGVD 29 (??/??/92)  666.879  (m)         2187.92   (f) ADJ UNCH    2 0
 SV0735
 SV0735.Superseded values are not recommended for survey control.
 SV0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0735.See file dsdata.txt to determine how the superseded data were derived.
 SV0735
 SV0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP6945313520(NAD 83)
 SV0735_MARKER: DD = SURVEY DISK
 SV0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0735_SP_SET: FLOOR
 SV0735_STAMPING: C1-A
 SV0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0735
 SV0735  HISTORY     - Date     Condition        Report By
 SV0735  HISTORY     - UNK      MONUMENTED       DOD
 SV0735  HISTORY     - 1960     GOOD             NGS
 SV0735
 SV0735                          STATION DESCRIPTION
 SV0735
 SV0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SV0735'3.5 MI NE FROM DEER PARK.
 SV0735'AT SITE 567-1 DEER PARK C-1, WITHIN THE COFFIN, 12 FEET NORTH FROM
 SV0735'SOUTH WALL AND ON EAST SIDE OF THE FLAME PIT, CEMENTED IN AND FLUSH
 SV0735'WITH THE FLOOR, A FLAT PLAIN BRONZE DISK 2 1/2 INCHES IN DIAMETER, THE
 SV0735'STATION POINT MARKED WITH A PUNCH PRICK SURROUNDED BY AN O.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0736 ***********************************************************************
 SV0736  DESIGNATION -  C 1 B
 SV0736  PID         -  SV0736
 SV0736  STATE/COUNTY-  WA/SPOKANE
 SV0736  USGS QUAD   -  DEER PARK (1973)
 SV0736
 SV0736                         *CURRENT SURVEY CONTROL
 SV0736  ___________________________________________________________________
 SV0736* NAD 83(1991)-  47 58 27.29781(N)    117 24 33.82005(W)     ADJUSTED  
 SV0736* NAVD 88     -       668.072  (meters)    2191.83   (feet)  ADJUSTED  
 SV0736  ___________________________________________________________________
 SV0736  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 SV0736  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 SV0736  DYNAMIC HT  -         668.124 (meters)    2192.00  (feet)  COMP
 SV0736  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 SV0736
 SV0736  HORZ ORDER  -  SECOND
 SV0736  VERT ORDER  -  SECOND    CLASS 0
 SV0736
 SV0736.The horizontal coordinates were established by classical geodetic methods
 SV0736.and adjusted by the National Geodetic Survey in December 1991..
 SV0736
 SV0736.The orthometric height was determined by differential leveling
 SV0736.and adjusted by the National Geodetic Survey in June 1991..
 SV0736
 SV0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0736
 SV0736.The geoid height was determined by GEOID03.
 SV0736
 SV0736.The dynamic height is computed by dividing the NAVD 88
 SV0736.geopotential number by the normal gravity value computed on the
 SV0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0736.degrees latitude (g = 980.6199 gals.).
 SV0736
 SV0736.The modeled gravity was interpolated from observed gravity values.
 SV0736
 SV0736;                    North         East     Units Scale Factor Converg.
 SV0736;SPC WA N     -   114,004.610   755,541.488   MT  0.99994538   +2 32 57.1
 SV0736;SPC WA N     -   374,030.12  2,478,805.70   sFT  0.99994538   +2 32 57.1
 SV0736;UTM  11      - 5,313,519.246   469,445.846   MT  0.99961147   -0 18 14.8
 SV0736
 SV0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0736!SPC WA N     -   0.99989811  x   0.99994538  =   0.99984349
 SV0736!UTM  11      -   0.99989811  x   0.99961147  =   0.99950962
 SV0736
 SV0736                          SUPERSEDED SURVEY CONTROL
 SV0736
 SV0736  NAD 83(1986)-  47 58 27.30019(N)    117 24 33.81383(W) AD(       ) 2
 SV0736  NGVD 29 (??/??/92)  666.879  (m)         2187.92   (f) ADJ UNCH    2 0
 SV0736
 SV0736.Superseded values are not recommended for survey control.
 SV0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0736.See file dsdata.txt to determine how the superseded data were derived.
 SV0736
 SV0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP6944613519(NAD 83)
 SV0736_MARKER: DD = SURVEY DISK
 SV0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0736_SP_SET: FLOOR
 SV0736_STAMPING: C1-B
 SV0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0736
 SV0736  HISTORY     - Date     Condition        Report By
 SV0736  HISTORY     - UNK      MONUMENTED       DOD
 SV0736  HISTORY     - 1960     GOOD             NGS
 SV0736
 SV0736                          STATION DESCRIPTION
 SV0736
 SV0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SV0736'3.5 MI NE FROM DEER PARK.
 SV0736'AT SITE 567-1 DEER PARK C-1, WITHIN THE COFFIN, 12 FEET NORTH FROM THE
 SV0736'SOUTH WALL, ON THE WEST SIDE OF THE FLAME PIT, CEMENTED IN AND FLUSH
 SV0736'WITH THE FLOOR, A FLAT PLAIN BRONZE DISK 2 1/2 INCHES IN DIAMETER, THE
 SV0736'STATION POINT MARKED BY A PUNCH PRICK SURROUNDED BY AN O.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0734 ***********************************************************************
 SV0734  DESIGNATION -  C 1 C
 SV0734  PID         -  SV0734
 SV0734  STATE/COUNTY-  WA/SPOKANE
 SV0734  USGS QUAD   -  DEER PARK (1973)
 SV0734
 SV0734                         *CURRENT SURVEY CONTROL
 SV0734  ___________________________________________________________________
 SV0734* NAD 83(1991)-  47 58 28.19967(N)    117 24 33.75552(W)     ADJUSTED  
 SV0734* NAVD 88     -       668.073  (meters)    2191.84   (feet)  ADJUSTED  
 SV0734  ___________________________________________________________________
 SV0734  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 SV0734  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 SV0734  DYNAMIC HT  -         668.125 (meters)    2192.01  (feet)  COMP
 SV0734  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 SV0734
 SV0734  HORZ ORDER  -  SECOND
 SV0734  VERT ORDER  -  SECOND    CLASS 0
 SV0734
 SV0734.The horizontal coordinates were established by classical geodetic methods
 SV0734.and adjusted by the National Geodetic Survey in December 1991..
 SV0734
 SV0734.The orthometric height was determined by differential leveling
 SV0734.and adjusted by the National Geodetic Survey in June 1991..
 SV0734
 SV0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0734
 SV0734.The geoid height was determined by GEOID03.
 SV0734
 SV0734.The dynamic height is computed by dividing the NAVD 88
 SV0734.geopotential number by the normal gravity value computed on the
 SV0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0734.degrees latitude (g = 980.6199 gals.).
 SV0734
 SV0734.The modeled gravity was interpolated from observed gravity values.
 SV0734
 SV0734;                    North         East     Units Scale Factor Converg.
 SV0734;SPC WA N     -   114,032.496   755,541.586   MT  0.99994537   +2 32 57.1
 SV0734;SPC WA N     -   374,121.61  2,478,806.02   sFT  0.99994537   +2 32 57.1
 SV0734;UTM  11      - 5,313,547.083   469,447.332   MT  0.99961147   -0 18 14.8
 SV0734
 SV0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0734!SPC WA N     -   0.99989811  x   0.99994537  =   0.99984348
 SV0734!UTM  11      -   0.99989811  x   0.99961147  =   0.99950962
 SV0734
 SV0734                          SUPERSEDED SURVEY CONTROL
 SV0734
 SV0734  NAD 83(1986)-  47 58 28.20204(N)    117 24 33.74928(W) AD(       ) 2
 SV0734  NGVD 29 (??/??/92)  666.880  (m)         2187.92   (f) ADJ UNCH    2 0
 SV0734
 SV0734.Superseded values are not recommended for survey control.
 SV0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0734.See file dsdata.txt to determine how the superseded data were derived.
 SV0734
 SV0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP6944713547(NAD 83)
 SV0734_MARKER: DD = SURVEY DISK
 SV0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0734_SP_SET: FLOOR
 SV0734_STAMPING: C1-C
 SV0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0734
 SV0734  HISTORY     - Date     Condition        Report By
 SV0734  HISTORY     - UNK      MONUMENTED       DOD
 SV0734  HISTORY     - 1960     GOOD             NGS
 SV0734
 SV0734                          STATION DESCRIPTION
 SV0734
 SV0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SV0734'3.5 MI NE FROM DEER PARK.
 SV0734'AT SITE 567-1 DEER PARK C-1, IN THE COFFIN, INSIDE FROM THE ENTRANCE,
 SV0734'CEMENTED FLUSH WITH THE FLOOR MIDWAY BETWEEN THE WALLS, A PLAIN BRONZE
 SV0734'DISK 2 1/2 INCHES IN DIAMETER, THE STATION CENTER MARKED BY A PUNCH
 SV0734'POINT SURROUNDED BY AN O.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2668 ***********************************************************************
 TR2668  DESIGNATION -  C 1 TWO
 TR2668  PID         -  TR2668
 TR2668  STATE/COUNTY-  WA/ISLAND
 TR2668  USGS QUAD   -  OAK HARBOR (1973)
 TR2668
 TR2668                         *CURRENT SURVEY CONTROL
 TR2668  ___________________________________________________________________
 TR2668* NAD 83(1991)-  48 18 41.37676(N)    122 41 14.26392(W)     ADJUSTED  
 TR2668* NAVD 88     -        48.62   (meters)     159.5    (feet)  RESET     
 TR2668  ___________________________________________________________________
 TR2668  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 TR2668  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 TR2668
 TR2668  HORZ ORDER  -  THIRD
 TR2668  VERT ORDER  -  THIRD
 TR2668
 TR2668.The horizontal coordinates were established by classical geodetic methods
 TR2668.and adjusted by the National Geodetic Survey in December 1991..
 TR2668
 TR2668.The orthometric height was computed from unverified reset data.
 TR2668.No vertical observational check was made to the station.
 TR2668
 TR2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2668
 TR2668.The geoid height was determined by GEOID03.
 TR2668
 TR2668;                    North         East     Units Scale Factor Converg.
 TR2668;SPC WA N     -   147,472.340   362,502.783   MT  0.99994795   -1 22 49.1
 TR2668;SPC WA N     -   483,832.17  1,189,311.21   sFT  0.99994795   -1 22 49.1
 TR2668;UTM  10      - 5,350,969.630   523,185.568   MT  0.99960660   +0 14 00.7
 TR2668
 TR2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2668!SPC WA N     -   0.99999586  x   0.99994795  =   0.99994381
 TR2668!UTM  10      -   0.99999586  x   0.99960660  =   0.99960246
 TR2668
 TR2668                          SUPERSEDED SURVEY CONTROL
 TR2668
 TR2668  NAD 83(1986)-  48 18 41.37946(N)    122 41 14.27077(W) AD(       ) 3
 TR2668  NGVD 29 (12/17/02)   47.47   (m)          155.7    (f) RESET       3  
 TR2668
 TR2668.Superseded values are not recommended for survey control.
 TR2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2668.See file dsdata.txt to determine how the superseded data were derived.
 TR2668
 TR2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2318650970(NAD 83)
 TR2668_MARKER: DH = HORIZONTAL CONTROL DISK
 TR2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2668_SP_SET: CONCRETE POST
 TR2668_STAMPING: C 1 TWO 1986
 TR2668_MARK LOGO: NGS   
 TR2668_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2668+STABILITY: SURFACE MOTION
 TR2668
 TR2668  HISTORY     - Date     Condition        Report By
 TR2668  HISTORY     - 1986     MONUMENTED       NGS
 TR2668  HISTORY     - 19870507 GOOD             NGS
 TR2668
 TR2668                          STATION DESCRIPTION
 TR2668
 TR2668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 TR2668'0.32 KM (0.20 MI) WEST ALONG 70TH STREET NW FROM THE POST OFFICE IN
 TR2668'OAK HARBOR, THENCE 1.29 KM (0.80 MI) NORTH ALONG STATE HIGHWAY 20,
 TR2668'THENCE LEFT 0.32 KM (0.20 MI) WEST ALONG 700 WEST STREET, THENCE
 TR2668'RIGHT 0.97 KM (0.60 MI) ALONG 80TH STREET NW, THENCE LEFT 1.45 KM
 TR2668'(0.90 MI) ALONG CROSBY ROAD TO THE INTERSECTION OF HELLER ROAD,
 TR2668'CONTINUE WEST ALONG CROSBY ROAD FOR 1.29 KM (0.80 MI) TO THE TOP OF A
 TR2668'RISE AND THE MARK ON THE RIGHT ALONG THE RIGHT OF WAY FENCE, 16.7 M
 TR2668'(54.8 FT) EAST OF THE WEST CORNER OF A WOODEN FENCE 7.0 M (23.0 FT)
 TR2668'WEST OF THE EAST CORNER OF THE WOODEN FENCE, 11 M (36.1 FT) NORTH OF
 TR2668'THE CENTER OF CROSBY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1630 ***********************************************************************
 TR1630  DESIGNATION -  C 1 USE 1921
 TR1630  PID         -  TR1630
 TR1630  STATE/COUNTY-  WA/JEFFERSON
 TR1630  USGS QUAD   -  PORT TOWNSEND NORTH (1973)
 TR1630
 TR1630                         *CURRENT SURVEY CONTROL
 TR1630  ___________________________________________________________________
 TR1630* NAD 83(1991)-  48 08 24.44794(N)    122 46 07.96138(W)     ADJUSTED  
 TR1630* NAVD 88     -        88.16   (+/-2cm)     289.2    (feet)  VERTCON   
 TR1630  ___________________________________________________________________
 TR1630  LAPLACE CORR-         -10.01  (seconds)                    DEFLEC99
 TR1630  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 TR1630
 TR1630  HORZ ORDER  -  SECOND
 TR1630  VERT ORDER  -  THIRD ? (See Below)
 TR1630
 TR1630.The horizontal coordinates were established by classical geodetic methods
 TR1630.and adjusted by the National Geodetic Survey in December 1991..
 TR1630
 TR1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1630.The vertical order pertains to the NGVD 29 superseded value.
 TR1630
 TR1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1630
 TR1630.The geoid height was determined by GEOID03.
 TR1630
 TR1630;                    North         East     Units Scale Factor Converg.
 TR1630;SPC WA N     -   128,573.055   355,974.354   MT  0.99994233   -1 26 27.8
 TR1630;SPC WA N     -   421,826.76  1,167,892.53   sFT  0.99994233   -1 26 27.8
 TR1630;UTM  10      - 5,331,900.491   517,193.906   MT  0.99960363   +0 10 19.7
 TR1630
 TR1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1630!SPC WA N     -   0.99998965  x   0.99994233  =   0.99993198
 TR1630!UTM  10      -   0.99998965  x   0.99960363  =   0.99959328
 TR1630
 TR1630:                Primary Azimuth Mark                     Grid Az
 TR1630:SPC WA N     -  F 6                                      076 04 06.7
 TR1630:UTM  10      -  F 6                                      074 27 19.2
 TR1630
 TR1630|---------------------------------------------------------------------|
 TR1630| PID    Reference Object                     Distance      Geod. Az  |
 TR1630|                                                           dddmmss.s |
 TR1630| TR1595 F 6                                 APPROX. 7.2 KM 0743738.9 |
 TR1630|---------------------------------------------------------------------|
 TR1630
 TR1630                          SUPERSEDED SURVEY CONTROL
 TR1630
 TR1630  NAD 83(1986)-  48 08 24.44788(N)    122 46 07.96674(W) AD(       ) 2
 TR1630  NAD 27      -  48 08 25.11400(N)    122 46 03.35200(W) AD(       ) 2
 TR1630  NGVD 29 (07/19/86)   87.09   (m)          285.7    (f) LEVELING    3  
 TR1630
 TR1630.Superseded values are not recommended for survey control.
 TR1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1630.See file dsdata.txt to determine how the superseded data were derived.
 TR1630
 TR1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1719431900(NAD 83)
 TR1630
 TR1630  HISTORY     - Date     Condition        Report By
 TR1630  HISTORY     - 1921     MONUMENTED       USE
 TR1630  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1630  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 TR1630
 TR1630                          STATION DESCRIPTION
 TR1630
 TR1630'DESCRIBED BY US ENGINEERS 1921
 TR1630'STATION IS LOCATED ON TOP OF HILL AT FORT WORDEN IN C, OR FORT
 TR1630'COMMAND STATION.
 TR1630'
 TR1630'MARKED BY COPPER BOLT IN CONCRETE PIER IN STATION.
 TR1630'
 TR1630'POINT USED FOR SURVEYS IS A COPPER TACK IN A WOODEN BLOCK UNDER
 TR1630'SIGNAL ON ROOF OF BUILDING.
 TR1630'
 TR1630'SIGNAL IS A ROUND COLUMN 12 INCHES IN DIAMETER AND 12 FEET HIGH
 TR1630'WITH THE UPPER 5-FOOT TAPERING TO A POINT AND PAINTED IN BLACK
 TR1630'AND WHITE RINGS.
 TR1630'
 TR1630'THIS IS THE INITIAL POINT FOR ALL SURVEYS AND ALL COORDINATES
 TR1630'REFER TO IT AS ZERO.
 TR1630'
 TR1630'ELEVATION OF PIER 287.99 FEET MEAN LOW WATER.
 TR1630
 TR1630                          STATION RECOVERY (1961)
 TR1630
 TR1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1630'MARK IN CONCRETE PIER RECOVERED IN GOOD CONDITION.  FIRE CONTROL
 TR1630'AND COMMAND STATION NO LONGER EXISTS AS USABLE REFERENCE.  STATION
 TR1630'IS 50 FEET SOUTH OF A MAST WITH YARDARM AND RED LIGHT ON TOP, AND
 TR1630'32 FEET SOUTHEAST OF A CONCRETE CHIMNEY.  STATION IS USED AS
 TR1630'AZIMUTH OF WORDEN 1921.
 TR1630
 TR1630                          STATION RECOVERY (1987)
 TR1630
 TR1630'RECOVERY NOTE BY US POWER SQUADRON 1987 (VG)
 TR1630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0326 ***********************************************************************
 TR0326  DESIGNATION -  C 10
 TR0326  PID         -  TR0326
 TR0326  STATE/COUNTY-  WA/ISLAND
 TR0326  USGS QUAD   -  OAK HARBOR (1973)
 TR0326
 TR0326                         *CURRENT SURVEY CONTROL
 TR0326  ___________________________________________________________________
 TR0326* NAD 83(1991)-  48 17 54.46935(N)    122 38 42.00043(W)     ADJUSTED  
 TR0326* NAVD 88     -        35.981  (meters)     118.05   (feet)  ADJUSTED  
 TR0326  ___________________________________________________________________
 TR0326  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 TR0326  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 TR0326  DYNAMIC HT  -          35.989 (meters)     118.07  (feet)  COMP
 TR0326  MODELED GRAV-     980,843.1   (mgal)                       NAVD 88
 TR0326
 TR0326  HORZ ORDER  -  THIRD
 TR0326  VERT ORDER  -  FIRST     CLASS II
 TR0326
 TR0326.The horizontal coordinates were established by classical geodetic methods
 TR0326.and adjusted by the National Geodetic Survey in December 1991..
 TR0326
 TR0326.The orthometric height was determined by differential leveling
 TR0326.and adjusted by the National Geodetic Survey in June 1991..
 TR0326
 TR0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0326
 TR0326.The geoid height was determined by GEOID03.
 TR0326
 TR0326.The dynamic height is computed by dividing the NAVD 88
 TR0326.geopotential number by the normal gravity value computed on the
 TR0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0326.degrees latitude (g = 980.6199 gals.).
 TR0326
 TR0326.The modeled gravity was interpolated from observed gravity values.
 TR0326
 TR0326;                    North         East     Units Scale Factor Converg.
 TR0326;SPC WA N     -   145,949.242   365,604.889   MT  0.99994721   -1 20 55.8
 TR0326;SPC WA N     -   478,835.14  1,199,488.71   sFT  0.99994721   -1 20 55.8
 TR0326;UTM  10      - 5,349,534.989   526,328.270   MT  0.99960852   +0 15 54.2
 TR0326
 TR0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0326!SPC WA N     -   0.99999786  x   0.99994721  =   0.99994507
 TR0326!UTM  10      -   0.99999786  x   0.99960852  =   0.99960638
 TR0326
 TR0326|---------------------------------------------------------------------|
 TR0326| PID    Reference Object                     Distance      Geod. Az  |
 TR0326|                                                           dddmmss.s |
 TR0326| TR1357 186 TP 1952                         199.938 METERS 10115     |
 TR0326| TR1383 171 TP 1952                         APPROX. 0.5 KM 2700910.0 |
 TR0326|---------------------------------------------------------------------|
 TR0326
 TR0326                          SUPERSEDED SURVEY CONTROL
 TR0326
 TR0326  NAD 83(1986)-  48 17 54.47182(N)    122 38 42.00461(W) AD(       ) 3
 TR0326  NAD 27      -  48 17 55.11600(N)    122 38 37.39200(W) AD(       ) 3
 TR0326  NGVD 29 (??/??/92)   34.835  (m)          114.29   (f) ADJ UNCH    1 2
 TR0326
 TR0326.Superseded values are not recommended for survey control.
 TR0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0326.See file dsdata.txt to determine how the superseded data were derived.
 TR0326
 TR0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2632849535(NAD 83)
 TR0326_MARKER: DE = TRAVERSE STATION DISK
 TR0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0326_STAMPING: C 10 1952
 TR0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0326+STABILITY: SURFACE MOTION
 TR0326
 TR0326  HISTORY     - Date     Condition        Report By
 TR0326  HISTORY     - 1952     MONUMENTED       CGS
 TR0326  HISTORY     - 1952     GOOD             CGS
 TR0326  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0326  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0326  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR0326
 TR0326                          STATION DESCRIPTION
 TR0326
 TR0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0326'THE STATION IS IN THE CENTERLINE OF THE NIEL ROAD (AVE. 700) 0.65
 TR0326'MILE EAST OF THE INTERSECTION OF THE NIEL ROAD AND STATE HIGHWAY
 TR0326'1-D.  ALSO ABOUT 0.1 WEST OF THE INTERSECTION OF NIEL ROAD
 TR0326'(AVE. 700) AND GOLDIE ROAD (MIDWAY ST.)
 TR0326'
 TR0326'THE MARK IS A STANDARD BRONZE DISK, STAMPED C-10, 1952, SET IN A
 TR0326'CONCRETE MONUMENT 6 INCHES BELOW THE ROAD SURFACE AND COVERED
 TR0326'WITH A CAST IRON CASING, WHICH IS IN THE CENTERLINE OF THE ROAD.
 TR0326
 TR0326                          STATION RECOVERY (1952)
 TR0326
 TR0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0326'IN OAK HARBOR.
 TR0326'AT OAK HARBOR, ALONG 700 STREET (FORMERLY NEIL ROAD), ABOUT 100 YARDS
 TR0326'NORTHWEST OF THE NORTHWEST CORNER OF OAK HARBOR HIGH SCHOOL, 81.8 FEET
 TR0326'SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, ON THE CENTER LINE
 TR0326'OF THE STREET, 50 1/2 FEET WEST OF A TELEPHONE POLE, 31.8 FEET
 TR0326'SOUTHEAST OF POWER LINE POLE 14-22, 0.3 FOOT BELOW THE SURFACE OF THE
 TR0326'STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ENCASED BY A
 TR0326'6-INCH STEEL PIPE WITH A CAST IRON COVER.  NOTE-- THIS MARK IS 0.8
 TR0326'MILE EAST OF TRAVERSE STATION C 8.
 TR0326
 TR0326                          STATION RECOVERY (1960)
 TR0326
 TR0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0326'THE STATION WAS NOT SEARCHED FOR.  THE ROAD HAD BEEN BLACKTOPPED
 TR0326'AND THE IRON CASING HAS BEEN COVERED TO A DEPTH OF 3 INCHES.  IT
 TR0326'WAS NOT DUG FOR.
 TR0326
 TR0326                          STATION RECOVERY (1973)
 TR0326
 TR0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0326'MARK NOT FOUND.
 TR0326
 TR0326                          STATION RECOVERY (1988)
 TR0326
 TR0326'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0702 ***********************************************************************
 SC0702  DESIGNATION -  C 12
 SC0702  PID         -  SC0702
 SC0702  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0702  USGS QUAD   -  MONTESANO (1993)
 SC0702
 SC0702                         *CURRENT SURVEY CONTROL
 SC0702  ___________________________________________________________________
 SC0702* NAD 83(1986)-  46 59 37.     (N)    123 31 08.     (W)     SCALED    
 SC0702* NAVD 88     -        17.569  (meters)      57.64   (feet)  ADJUSTED  
 SC0702  ___________________________________________________________________
 SC0702  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 SC0702  DYNAMIC HT  -          17.572 (meters)      57.65  (feet)  COMP
 SC0702  MODELED GRAV-     980,778.9   (mgal)                       NAVD 88
 SC0702
 SC0702  VERT ORDER  -  FIRST     CLASS I
 SC0702
 SC0702.The horizontal coordinates were scaled from a topographic map and have
 SC0702.an estimated accuracy of +/- 6 seconds.
 SC0702
 SC0702.The orthometric height was determined by differential leveling
 SC0702.and adjusted by the National Geodetic Survey in June 1991..
 SC0702
 SC0702.The geoid height was determined by GEOID03.
 SC0702
 SC0702.The dynamic height is computed by dividing the NAVD 88
 SC0702.geopotential number by the normal gravity value computed on the
 SC0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0702.degrees latitude (g = 980.6199 gals.).
 SC0702
 SC0702.The modeled gravity was interpolated from observed gravity values.
 SC0702
 SC0702;                    North         East    Units  Estimated Accuracy
 SC0702;SPC WA S     -   188,940.      270,440.      MT  (+/- 180 meters Scaled)
 SC0702
 SC0702                          SUPERSEDED SURVEY CONTROL
 SC0702
 SC0702  NGVD 29 (??/??/92)   16.553  (m)           54.31   (f) ADJ UNCH    1 1
 SC0702
 SC0702.Superseded values are not recommended for survey control.
 SC0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0702.See file dsdata.txt to determine how the superseded data were derived.
 SC0702
 SC0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT605045(NAD 83)
 SC0702_MARKER: DB = BENCH MARK DISK
 SC0702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0702_SP_SET: CULVERT
 SC0702_STAMPING: C 12 1920 ELEV 53.796 FT
 SC0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0702
 SC0702  HISTORY     - Date     Condition        Report By
 SC0702  HISTORY     - 1920     MONUMENTED       CGS
 SC0702  HISTORY     - 1974     GOOD             NGS
 SC0702  HISTORY     - 1988     GOOD             USPSQD
 SC0702  HISTORY     - 1988     GOOD             USPSQD
 SC0702  HISTORY     - 1989     GOOD             USPSQD
 SC0702
 SC0702                          STATION DESCRIPTION
 SC0702
 SC0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0702'4.0 MI E FROM MONTESANO.
 SC0702'4.0 MI E ALONG PIONEER AVE OLD HWY 41B, FROM THE INTS. OF PIONEER AVE
 SC0702'AND MAIN ST AT MONTESANO 0.45 MI E OF THE CROSSING OF WINKLEMAN RD
 SC0702'111.5 FT S OF THE CENTERLINE OF THE HIGHWAY IN TOP OF AND IN THE
 SC0702'CENTER OF THE S CONC. HEADWALL OF A TWIN 30 IN. CONC. PIPE CULVERT
 SC0702'UNDER THE BURLINGTON NORTHERN RR, 11.5 FT S OF S RAIL OF THE TRACKS
 SC0702'172.0 FT E OF THE CENTER OF A PRIVATE RD CROSSING 6.5 FT E OF W END OF
 SC0702'HEADWALL.  2 FEET ABOVE THE HIGHWAY 1 FEET BELOW THE TRACKS 0.7 MILES-
 SC0702'E OF BM-A 478.
 SC0702
 SC0702                          STATION RECOVERY (1988)
 SC0702
 SC0702'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SC0702'RECOVERED IN GOOD CONDITION.
 SC0702
 SC0702                          STATION RECOVERY (1988)
 SC0702
 SC0702'RECOVERY NOTE BY US POWER SQUADRON 1988 (DJM)
 SC0702'RECOVERED IN GOOD CONDITION.
 SC0702
 SC0702                          STATION RECOVERY (1989)
 SC0702
 SC0702'RECOVERY NOTE BY US POWER SQUADRON 1989 (DJM)
 SC0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0831 ***********************************************************************
 SV0831  DESIGNATION -  C 120
 SV0831  PID         -  SV0831
 SV0831  STATE/COUNTY-  WA/WHITMAN
 SV0831  USGS QUAD   -  TEKOA (1964)
 SV0831
 SV0831                         *CURRENT SURVEY CONTROL
 SV0831  ___________________________________________________________________
 SV0831* NAD 83(1986)-  47 13 14.     (N)    117 04 30.     (W)     SCALED    
 SV0831* NAVD 88     -       758.347  (meters)    2488.01   (feet)  ADJUSTED  
 SV0831  ___________________________________________________________________
 SV0831  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 SV0831  DYNAMIC HT  -         758.334 (meters)    2487.97  (feet)  COMP
 SV0831  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 SV0831
 SV0831  VERT ORDER  -  SECOND    CLASS 0
 SV0831
 SV0831.The horizontal coordinates were scaled from a topographic map and have
 SV0831.an estimated accuracy of +/- 6 seconds.
 SV0831
 SV0831.The orthometric height was determined by differential leveling
 SV0831.and adjusted by the National Geodetic Survey in June 1991..
 SV0831
 SV0831.The geoid height was determined by GEOID03.
 SV0831
 SV0831.The dynamic height is computed by dividing the NAVD 88
 SV0831.geopotential number by the normal gravity value computed on the
 SV0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0831.degrees latitude (g = 980.6199 gals.).
 SV0831
 SV0831.The modeled gravity was interpolated from observed gravity values.
 SV0831
 SV0831;                    North         East    Units  Estimated Accuracy
 SV0831;SPC WA S     -   215,400.      759,330.      MT  (+/- 180 meters Scaled)
 SV0831
 SV0831                          SUPERSEDED SURVEY CONTROL
 SV0831
 SV0831  NGVD 29 (??/??/92)  757.185  (m)         2484.20   (f) ADJ UNCH    2 0
 SV0831
 SV0831.Superseded values are not recommended for survey control.
 SV0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0831.See file dsdata.txt to determine how the superseded data were derived.
 SV0831
 SV0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN943296(NAD 83)
 SV0831_MARKER: DB = BENCH MARK DISK
 SV0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0831_STAMPING: C-120 1935
 SV0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0831+STABILITY: SURFACE MOTION
 SV0831
 SV0831  HISTORY     - Date     Condition        Report By
 SV0831  HISTORY     - 1935     MONUMENTED       CGS
 SV0831  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0831
 SV0831                          STATION DESCRIPTION
 SV0831
 SV0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0831'IN TEKOA.
 SV0831'ABOUT 118 FEET SOUTH OF GRAVEL WALK TO FOOT BRIDGE OPPOSITE STATION.
 SV0831'94.4 FEET SOUTHWEST OF STATION SEMAPHORE.  77 FEET WEST OF SOUTHWEST
 SV0831'CORNER OF OREGON AND WASHINGTON RY. STATION.  54 FEET WEST OF
 SV0831'CENTERLINE OF MAIN TRACK.  5.5 FEET NORTH OF TELEPHONE POLE.  TABLET
 SV0831'SET IN PRECAST CONCRETE POST.
 SV0831
 SV0831                          STATION RECOVERY (1980)
 SV0831
 SV0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0831'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THERE
 SV0831'HAS BEEN CONSTRUCTION IN THE AREA DESCRIBED, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0926 ***********************************************************************
 TR0926  DESIGNATION -  C 14
 TR0926  PID         -  TR0926
 TR0926  STATE/COUNTY-  WA/CLALLAM
 TR0926  USGS QUAD   -  LAKE SUTHERLAND (1985)
 TR0926
 TR0926                         *CURRENT SURVEY CONTROL
 TR0926  ___________________________________________________________________
 TR0926* NAD 83(1986)-  48 07 04.     (N)    123 37 57.     (W)     SCALED    
 TR0926* NAVD 88     -       118.927  (meters)     390.18   (feet)  ADJUSTED  
 TR0926  ___________________________________________________________________
 TR0926  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 TR0926  DYNAMIC HT  -         118.956 (meters)     390.27  (feet)  COMP
 TR0926  MODELED GRAV-     980,858.6   (mgal)                       NAVD 88
 TR0926
 TR0926  VERT ORDER  -  FIRST     CLASS I
 TR0926
 TR0926.The horizontal coordinates were scaled from a topographic map and have
 TR0926.an estimated accuracy of +/- 6 seconds.
 TR0926
 TR0926.The orthometric height was determined by differential leveling
 TR0926.and adjusted by the National Geodetic Survey in June 1991..
 TR0926
 TR0926.The geoid height was determined by GEOID03.
 TR0926
 TR0926.The dynamic height is computed by dividing the NAVD 88
 TR0926.geopotential number by the normal gravity value computed on the
 TR0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0926.degrees latitude (g = 980.6199 gals.).
 TR0926
 TR0926.The modeled gravity was interpolated from observed gravity values.
 TR0926
 TR0926;                    North         East    Units  Estimated Accuracy
 TR0926;SPC WA N     -   128,070.      291,650.      MT  (+/- 180 meters Scaled)
 TR0926
 TR0926                          SUPERSEDED SURVEY CONTROL
 TR0926
 TR0926  NGVD 29 (??/??/92)  117.805  (m)          386.50   (f) ADJ UNCH    1 1
 TR0926
 TR0926.Superseded values are not recommended for survey control.
 TR0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0926.See file dsdata.txt to determine how the superseded data were derived.
 TR0926
 TR0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU529295(NAD 83)
 TR0926_MARKER: DB = BENCH MARK DISK
 TR0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0926_STAMPING: 386.479 C 14 1931
 TR0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0926+STABILITY: SURFACE MOTION
 TR0926
 TR0926  HISTORY     - Date     Condition        Report By
 TR0926  HISTORY     - 1931     MONUMENTED       CGS
 TR0926  HISTORY     - 1974     GOOD             NGS
 TR0926  HISTORY     - 1988     GOOD             USPSQD
 TR0926  HISTORY     - 19910716 GOOD             USPSQD
 TR0926
 TR0926                          STATION DESCRIPTION
 TR0926
 TR0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0926'5.1 MI SE FROM JOYCE.
 TR0926'ABOUT 5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF
 TR0926'AGATE BEACH ROAD AT JOYCE, 0.5 MILE WEST OF THE JUNCTION OF FRESH
 TR0926'WATER BAY ROAD, AT THE JUNCTION OF A GRAVELED DRIVE LEADING SOUTH, 27
 TR0926'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 40 FEET WEST OF HIGHWAY
 TR0926'MILEPOST 56, 11 FEET WEST OF THE CENTER LINE OF THE DRIVE SOUTH, 61.2
 TR0926'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE,
 TR0926'190 FEET EAST OF POWER LINE POLE WITH LIGHT, 2 FEET NORTHEAST OF A
 TR0926'POST WITH UNDERGROUND WARNING CABLE SIGN, 3 FEET NORTH OF THE NORTH
 TR0926'END OF A FENCE, 1.5 FEET EAST OF TELEPHONE SPLICE BOX 37, 0.8 FOOT
 TR0926'NORTH OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 TR0926'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 TR0926'1/4, SEC 6, T 30N, R 7W.
 TR0926
 TR0926                          STATION RECOVERY (1988)
 TR0926
 TR0926'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWB)
 TR0926'RECOVERED IN GOOD CONDITION.
 TR0926
 TR0926                          STATION RECOVERY (1991)
 TR0926
 TR0926'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB5000 ***********************************************************************
 AB5000  DESIGNATION -  C 1/4 84
 AB5000  PID         -  AB5000
 AB5000  STATE/COUNTY-  WA/ISLAND
 AB5000  USGS QUAD   -  FREELAND (1978)
 AB5000
 AB5000                         *CURRENT SURVEY CONTROL
 AB5000  ___________________________________________________________________
 AB5000* NAD 83(1986)-  48 01 43.     (N)    122 33 46.     (W)     SCALED    
 AB5000* NAVD 88     -        53.16   (meters)     174.4    (feet)  RESET     
 AB5000  ___________________________________________________________________
 AB5000  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AB5000
 AB5000  VERT ORDER  -  THIRD
 AB5000
 AB5000.The horizontal coordinates were scaled from a topographic map and have
 AB5000.an estimated accuracy of +/- 6 seconds.
 AB5000
 AB5000.The orthometric height was computed from unverified reset data.
 AB5000
 AB5000.The geoid height was determined by GEOID03.
 AB5000
 AB5000;                    North         East    Units  Estimated Accuracy
 AB5000;SPC WA N     -   115,810.      371,030.      MT  (+/- 180 meters Scaled)
 AB5000
 AB5000                          SUPERSEDED SURVEY CONTROL
 AB5000
 AB5000.No superseded survey control is available for this station.
 AB5000
 AB5000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU325195(NAD 83)
 AB5000_MARKER: DD = SURVEY DISK
 AB5000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5000_STAMPING: C 1/4 84 1992
 AB5000_MARK LOGO: LOCENG
 AB5000_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5000+STABILITY: SURFACE MOTION
 AB5000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5000+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB5000
 AB5000  HISTORY     - Date     Condition        Report By
 AB5000  HISTORY     - 1992     MONUMENTED       LOCENG
 AB5000
 AB5000                          STATION DESCRIPTION
 AB5000
 AB5000'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (DNK)
 AB5000'STATION IS LOCATED APPROXIMATELY 5.0 MILES SOUTHEAST OF GREENBANK AND
 AB5000'2.3 MILES NORTHWEST OF FREELAND. TO REACH THE STATION FROM THE POST
 AB5000'OFFICE AT GREENBANK, GO SOUTHEAST 5.0 MILES ALONG SR525 TO MARK ON
 AB5000'LEFT.  IT IS 20.5 M (67.3 FT) SOUTH OF A 70 CM DIA. FIR TREE WITH A
 AB5000'BLAZE AND COPPER NAIL, 8.5 M (27.9 FT) SOUTHWEST OF THE NORTH END OF A
 AB5000'30 CM DIA. PVC CULVERT, 10.0 M (32.8 FT) SOUTHWEST OF A POWER POLE NO.
 AB5000'U9736, 11.8 M (38.7 FT) NORTHWEST OF THE SOUTH END OF A 30 CM DIA. PVC
 AB5000'CULVERT, 50.6 M (166.0 FT) NORTHWEST OF A POWER POLE WITH 2 GUY WIRES
 AB5000'NO. 438001/157752, 5.7 M (18.7 FT) NORTHEAST OF CENTERLINE OF SR525,
 AB5000'62.7 M (205.7 FT) SOUTHEAST OF POWER POLE NO. 438035/157744, SET IN
 AB5000'THE TOP OF A CONCRETE POST AND IS LEVEL WITH THE NORTH END OF A
 AB5000'ASPHALT PAVED DRIVEWAY PULLOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0287 ***********************************************************************
 RZ0287  DESIGNATION -  C 143
 RZ0287  PID         -  RZ0287
 RZ0287  STATE/COUNTY-  WA/ASOTIN
 RZ0287  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0287
 RZ0287                         *CURRENT SURVEY CONTROL
 RZ0287  ___________________________________________________________________
 RZ0287* NAD 83(1986)-  46 04 15.     (N)    116 57 15.     (W)     SCALED    
 RZ0287* NAVD 88     -       256.881  (meters)     842.78   (feet)  ADJUSTED  
 RZ0287  ___________________________________________________________________
 RZ0287  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 RZ0287  DYNAMIC HT  -         256.837 (meters)     842.64  (feet)  COMP
 RZ0287  MODELED GRAV-     980,440.8   (mgal)                       NAVD 88
 RZ0287
 RZ0287  VERT ORDER  -  FIRST     CLASS II
 RZ0287
 RZ0287.The horizontal coordinates were scaled from a topographic map and have
 RZ0287.an estimated accuracy of +/- 6 seconds.
 RZ0287
 RZ0287.The orthometric height was determined by differential leveling
 RZ0287.and adjusted by the National Geodetic Survey in June 1991..
 RZ0287
 RZ0287.The geoid height was determined by GEOID03.
 RZ0287
 RZ0287.The dynamic height is computed by dividing the NAVD 88
 RZ0287.geopotential number by the normal gravity value computed on the
 RZ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0287.degrees latitude (g = 980.6199 gals.).
 RZ0287
 RZ0287.The modeled gravity was interpolated from observed gravity values.
 RZ0287
 RZ0287;                    North         East    Units  Estimated Accuracy
 RZ0287;SPC WA S     -    88,140.      774,220.      MT  (+/- 180 meters Scaled)
 RZ0287
 RZ0287                          SUPERSEDED SURVEY CONTROL
 RZ0287
 RZ0287  NGVD 29 (??/??/92)  255.809  (m)          839.27   (f) ADJ UNCH    1 2
 RZ0287
 RZ0287.Superseded values are not recommended for survey control.
 RZ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0287.See file dsdata.txt to determine how the superseded data were derived.
 RZ0287
 RZ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM035019(NAD 83)
 RZ0287_MARKER: DD = SURVEY DISK
 RZ0287_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RZ0287_SP_SET: UNSPECIFIED ROCK
 RZ0287_STAMPING: C 143 1941 839.6
 RZ0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0287
 RZ0287  HISTORY     - Date     Condition        Report By
 RZ0287  HISTORY     - 1941     MONUMENTED       DOD
 RZ0287  HISTORY     - 1946     GOOD             NGS
 RZ0287
 RZ0287                          STATION DESCRIPTION
 RZ0287
 RZ0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0287'1.75 MI S FROM ROGERSBURG.
 RZ0287'ALONG THE WEST BANK OF THE SNAKE RIVER, 1.75 MILE SOUTH OF THE
 RZ0287'JUNCTION OF THE GRANDE RONDE AND SNAKE RIVERS AT ROGERSBURG, 0.2 MILE
 RZ0287'SOUTH OF AND ACROSS THE RIVER FROM LIME POINT, 100.0 FEET SOUTH OF A
 RZ0287'SMALL COVE, A U.S. ARMY ENGINEERS BRONZE DISK SET IN A ROCK POINT AT
 RZ0287'THE EXTREME SOUTHERN END OF A LARGE GRASSY BAR, LARGE B M PAINTED ON
 RZ0287'THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1048 ***********************************************************************
 SY1048  DESIGNATION -  C 15
 SY1048  PID         -  SY1048
 SY1048  STATE/COUNTY-  WA/JEFFERSON
 SY1048  USGS QUAD   -  UNCAS (1995)
 SY1048
 SY1048                         *CURRENT SURVEY CONTROL
 SY1048  ___________________________________________________________________
 SY1048* NAD 83(1986)-  47 58 16.     (N)    122 52 56.     (W)     SCALED    
 SY1048* NAVD 88     -        27.751  (meters)      91.05   (feet)  ADJUSTED  
 SY1048  ___________________________________________________________________
 SY1048  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 SY1048  DYNAMIC HT  -          27.758 (meters)      91.07  (feet)  COMP
 SY1048  MODELED GRAV-     980,865.4   (mgal)                       NAVD 88
 SY1048
 SY1048  VERT ORDER  -  FIRST     CLASS II
 SY1048
 SY1048.The horizontal coordinates were scaled from a topographic map and have
 SY1048.an estimated accuracy of +/- 6 seconds.
 SY1048
 SY1048.The orthometric height was determined by differential leveling
 SY1048.and adjusted by the National Geodetic Survey in June 1991..
 SY1048
 SY1048.The geoid height was determined by GEOID03.
 SY1048
 SY1048.The dynamic height is computed by dividing the NAVD 88
 SY1048.geopotential number by the normal gravity value computed on the
 SY1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1048.degrees latitude (g = 980.6199 gals.).
 SY1048
 SY1048.The modeled gravity was interpolated from observed gravity values.
 SY1048
 SY1048;                    North         East    Units  Estimated Accuracy
 SY1048;SPC WA N     -   110,010.      347,040.      MT  (+/- 180 meters Scaled)
 SY1048
 SY1048                          SUPERSEDED SURVEY CONTROL
 SY1048
 SY1048  NGVD 29 (??/??/??)   26.630  (m)           87.37   (f) ADJUSTED    1 2
 SY1048
 SY1048.Superseded values are not recommended for survey control.
 SY1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1048.See file dsdata.txt to determine how the superseded data were derived.
 SY1048
 SY1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU087130(NAD 83)
 SY1048_MARKER: DB = BENCH MARK DISK
 SY1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1048_STAMPING: 87.388 C 15 1931
 SY1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1048+STABILITY: SURFACE MOTION
 SY1048
 SY1048  HISTORY     - Date     Condition        Report By
 SY1048  HISTORY     - 1931     MONUMENTED       CGS
 SY1048  HISTORY     - 1952     POOR             USGS
 SY1048  HISTORY     - 19910616 MARK NOT FOUND   USPSQD
 SY1048
 SY1048                          STATION DESCRIPTION
 SY1048
 SY1048'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SY1048'11.7 MI N FROM QUILCENE.
 SY1048'11.7 MILES NORTH ALONG U.S. HIGHWAY 101 FROM QUILCENE, JEFFERSON
 SY1048'COUNTY, 1.1 MILES SOUTH OF THE WEST JUNCTION OF STATE HIGHWAY 9 NEAR
 SY1048'THE HEAD OF DISCOVERY BAY, AT THE INSIDE OF A CURVE, 105 FEET SOUTH OF
 SY1048'A SMALL CREEK UNDER AN ABANDONED TIMBER RAILROAD TRESTLE EAST OF THE
 SY1048'HIGHWAY, AT AN ACUTE DIAGONAL CROSS ROAD, 44 FEET EAST OF THE
 SY1048'CENTERLINE OF THE HIGHWAY, 43 FEET WEST OF THE CENTERLINE OF THE
 SY1048'ABANDONED RAILROAD GRADE, 21 FEET SOUTHEAST OF THE CENTERLINE OF THE
 SY1048'CROSS ROAD, 3 FEET EAST OF A FENCE, AND 5 FEET HIGHER THAN THE
 SY1048'HIGHWAY.  A STANDARD DISK, STAMPED 87.388 C 15 1931 AND SET IN THE TOP
 SY1048'OF A CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE GROUND. NOTE--
 SY1048'CONCRETE BASE OF STATION IS UPROOTED AND LYING ON ITS SIDE WITH DISK
 SY1048'INTACT.
 SY1048
 SY1048                          STATION RECOVERY (1991)
 SY1048
 SY1048'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWB)
 SY1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1243 ***********************************************************************
 SY1243  DESIGNATION -  C 16
 SY1243  PID         -  SY1243
 SY1243  STATE/COUNTY-  WA/MASON
 SY1243  USGS QUAD   -  LILLIWAUP (1985)
 SY1243
 SY1243                         *CURRENT SURVEY CONTROL
 SY1243  ___________________________________________________________________
 SY1243* NAD 83(1986)-  47 27 47.     (N)    123 06 52.     (W)     SCALED    
 SY1243* NAVD 88     -         6.932  (meters)      22.74   (feet)  ADJUSTED  
 SY1243  ___________________________________________________________________
 SY1243  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SY1243  DYNAMIC HT  -           6.933 (meters)      22.75  (feet)  COMP
 SY1243  MODELED GRAV-     980,816.1   (mgal)                       NAVD 88
 SY1243
 SY1243  VERT ORDER  -  FIRST     CLASS I
 SY1243
 SY1243.The horizontal coordinates were scaled from a topographic map and have
 SY1243.an estimated accuracy of +/- 6 seconds.
 SY1243
 SY1243.The orthometric height was determined by differential leveling
 SY1243.and adjusted by the National Geodetic Survey in June 1991..
 SY1243.WARNING-Repeat measurements at this control monument indicate possible
 SY1243.vertical movement.
 SY1243
 SY1243.The geoid height was determined by GEOID03.
 SY1243
 SY1243.The dynamic height is computed by dividing the NAVD 88
 SY1243.geopotential number by the normal gravity value computed on the
 SY1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1243.degrees latitude (g = 980.6199 gals.).
 SY1243
 SY1243.The modeled gravity was interpolated from observed gravity values.
 SY1243
 SY1243;                    North         East    Units  Estimated Accuracy
 SY1243;SPC WA S     -   240,000.      302,910.      MT  (+/- 180 meters Scaled)
 SY1243
 SY1243                          SUPERSEDED SURVEY CONTROL
 SY1243
 SY1243  NGVD 29 (??/??/??)    5.860  (m)           19.23   (f) ADJUSTED    1 1
 SY1243
 SY1243.Superseded values are not recommended for survey control.
 SY1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1243.See file dsdata.txt to determine how the superseded data were derived.
 SY1243
 SY1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT913566(NAD 83)
 SY1243_MARKER: DB = BENCH MARK DISK
 SY1243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1243_SP_SET: BRIDGE
 SY1243_STAMPING: C 16 1931 19.075
 SY1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1243
 SY1243  HISTORY     - Date     Condition        Report By
 SY1243  HISTORY     - 1931     MONUMENTED       CGS
 SY1243  HISTORY     - 1973     GOOD             NGS
 SY1243  HISTORY     - 1983     GOOD             USPSQD
 SY1243  HISTORY     - 1984     GOOD             USPSQD
 SY1243  HISTORY     - 1987     GOOD             USPSQD
 SY1243  HISTORY     - 1988     POOR             USPSQD
 SY1243  HISTORY     - 1989     POOR             USPSQD
 SY1243  HISTORY     - 1990     GOOD             USPSQD
 SY1243
 SY1243                          STATION DESCRIPTION
 SY1243
 SY1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1243'0.15 MI N FROM LILLIWAUP.
 SY1243'0.15 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1243'LILLIWAUP, IN THE TOP AND 3.8 FEET SOUTHWEST OF THE NORTHEAST END OF
 SY1243'THE SOUTHEAST CONCRETE GUARDRAIL OF A CONCRETE BRIDGE OVER LILLIWAUP
 SY1243'CREEK, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 SY1243'3 FEET HIGHER THAN THE HIGHWAY.  SEC 19, T 23N, R 3W.
 SY1243
 SY1243                          STATION RECOVERY (1983)
 SY1243
 SY1243'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1243'RECOVERED IN GOOD CONDITION.
 SY1243
 SY1243                          STATION RECOVERY (1984)
 SY1243
 SY1243'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY1243'SOUTHEAST SIDE OF BRIDGE ABUTMENT AT LILLWAVE CREEK ON HWY 101.
 SY1243
 SY1243                          STATION RECOVERY (1987)
 SY1243
 SY1243'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1243'RECOVERED IN GOOD CONDITION.
 SY1243
 SY1243                          STATION RECOVERY (1988)
 SY1243
 SY1243'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1243'MARK RECOVERED IN POOR CONDITION.
 SY1243
 SY1243                          STATION RECOVERY (1989)
 SY1243
 SY1243'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1243'MARK RECOVERED IN POOR CONDITION.
 SY1243
 SY1243                          STATION RECOVERY (1990)
 SY1243
 SY1243'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1341 ***********************************************************************
 SY1341  DESIGNATION -  C 17
 SY1341  PID         -  SY1341
 SY1341  STATE/COUNTY-  WA/THURSTON
 SY1341  USGS QUAD   -  SUMMIT LAKE (1981)
 SY1341
 SY1341                         *CURRENT SURVEY CONTROL
 SY1341  ___________________________________________________________________
 SY1341* NAD 83(1986)-  47 03 14.     (N)    123 00 19.     (W)     SCALED    
 SY1341* NAVD 88     -        22.482  (meters)      73.76   (feet)  ADJUSTED  
 SY1341  ___________________________________________________________________
 SY1341  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SY1341  DYNAMIC HT  -          22.487 (meters)      73.78  (feet)  COMP
 SY1341  MODELED GRAV-     980,828.9   (mgal)                       NAVD 88
 SY1341
 SY1341  VERT ORDER  -  FIRST     CLASS I
 SY1341
 SY1341.The horizontal coordinates were scaled from a topographic map and have
 SY1341.an estimated accuracy of +/- 6 seconds.
 SY1341
 SY1341.The orthometric height was determined by differential leveling
 SY1341.and adjusted by the National Geodetic Survey in June 1991..
 SY1341.WARNING-Repeat measurements at this control monument indicate possible
 SY1341.vertical movement.
 SY1341
 SY1341.The geoid height was determined by GEOID03.
 SY1341
 SY1341.The dynamic height is computed by dividing the NAVD 88
 SY1341.geopotential number by the normal gravity value computed on the
 SY1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1341.degrees latitude (g = 980.6199 gals.).
 SY1341
 SY1341.The modeled gravity was interpolated from observed gravity values.
 SY1341
 SY1341;                    North         East    Units  Estimated Accuracy
 SY1341;SPC WA S     -   194,270.      309,690.      MT  (+/- 180 meters Scaled)
 SY1341
 SY1341                          SUPERSEDED SURVEY CONTROL
 SY1341
 SY1341  NGVD 29 (??/??/??)   21.446  (m)           70.36   (f) ADJUSTED    1 1
 SY1341
 SY1341.Superseded values are not recommended for survey control.
 SY1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1341.See file dsdata.txt to determine how the superseded data were derived.
 SY1341
 SY1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT995111(NAD 83)
 SY1341_MARKER: DB = BENCH MARK DISK
 SY1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1341_SP_SET: CULVERT
 SY1341_STAMPING: C 17 1931 70.141
 SY1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1341
 SY1341  HISTORY     - Date     Condition        Report By
 SY1341  HISTORY     - 1931     MONUMENTED       CGS
 SY1341  HISTORY     - 1973     GOOD             NGS
 SY1341  HISTORY     - 1983     GOOD             USPSQD
 SY1341  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY1341  HISTORY     - 1989     GOOD             USPSQD
 SY1341
 SY1341                          STATION DESCRIPTION
 SY1341
 SY1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1341'4.1 MI W FROM OLYMPIA.
 SY1341'3.5 MILES WEST ALONG HARRISON AVENUE AND MUD BAY ROAD NORTHWEST, FROM
 SY1341'THE JUNCTION OF DIVISION STREET AT OLYMPIA, THENCE 0.6 MILE NORTHWEST
 SY1341'ALONG MADRONA BEACH ROAD NORTHWEST, 0.35 MILE NORTHWEST OF A CONCRETE
 SY1341'BRIDGE OVER PERRY CREEK, 0.15 MILE SOUTHEAST OF THE JUNCTION OF U.S.
 SY1341'HIGHWAY 101 AND STATE HIGHWAY 8, ABOUT 425 FEET SOUTH OF BENCH MARK P
 SY1341'461, ON THE SOUTH SIDE OF U.S. HIGHWAY 101, 50 FEET SOUTHWEST OF THE
 SY1341'SOUTHWEST HIGHWAY RIGHT OF WAY FENCE, 14 FEET NORTHEAST OF THE CENTER
 SY1341'LINE OF THE FRONTAGE ROAD, IN THE TOP OF THE SOUTHEAST END OF THE
 SY1341'NORTHEAST CONCRETE HEAD WALL OF 15-INCH CONCRETE PIPE CULVERT, 4.0
 SY1341'FEET NORTHEAST OF A 1 FOOT HIGH CONCRETE RETAINING WALL ALONG THE
 SY1341'NORTHEAST SIDE OF THE FRONTAGE ROAD, 1.5 FEET NORTHWEST OF THE
 SY1341'SOUTHEAST END OF THE HEAD WALL, AND ABOUT 1 FOOT LOWER THAN THE
 SY1341'FRONTAGE ROAD.  SEC 12, T18N, R 3W.
 SY1341
 SY1341                          STATION RECOVERY (1983)
 SY1341
 SY1341'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1341'RECOVERED IN GOOD CONDITION.
 SY1341
 SY1341                          STATION RECOVERY (1987)
 SY1341
 SY1341'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1341'MARK NOT FOUND.
 SY1341
 SY1341                          STATION RECOVERY (1989)
 SY1341
 SY1341'RECOVERY NOTE BY US POWER SQUADRON 1989 (EBO)
 SY1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0389 ***********************************************************************
 SX0389  DESIGNATION -  C 18
 SX0389  PID         -  SX0389
 SX0389  STATE/COUNTY-  WA/KITTITAS
 SX0389  USGS QUAD   -  LIBERTY (1989)
 SX0389
 SX0389                         *CURRENT SURVEY CONTROL
 SX0389  ___________________________________________________________________
 SX0389* NAD 83(1986)-  47 20 53.     (N)    120 40 20.     (W)     SCALED    
 SX0389* NAVD 88     -      1239.966  (meters)    4068.12   (feet)  ADJUSTED  
 SX0389  ___________________________________________________________________
 SX0389  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 SX0389  DYNAMIC HT  -        1239.882 (meters)    4067.85  (feet)  COMP
 SX0389  MODELED GRAV-     980,500.2   (mgal)                       NAVD 88
 SX0389
 SX0389  VERT ORDER  -  FIRST     CLASS II
 SX0389
 SX0389.The horizontal coordinates were scaled from a topographic map and have
 SX0389.an estimated accuracy of +/- 6 seconds.
 SX0389
 SX0389.The orthometric height was determined by differential leveling
 SX0389.and adjusted by the National Geodetic Survey in June 1991..
 SX0389
 SX0389.The geoid height was determined by GEOID03.
 SX0389
 SX0389.The dynamic height is computed by dividing the NAVD 88
 SX0389.geopotential number by the normal gravity value computed on the
 SX0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0389.degrees latitude (g = 980.6199 gals.).
 SX0389
 SX0389.The modeled gravity was interpolated from observed gravity values.
 SX0389
 SX0389;                    North         East    Units  Estimated Accuracy
 SX0389;SPC WA S     -   223,960.      486,990.      MT  (+/- 180 meters Scaled)
 SX0389
 SX0389                          SUPERSEDED SURVEY CONTROL
 SX0389
 SX0389  NGVD 29 (??/??/92) 1238.734  (m)         4064.08   (f) ADJ UNCH    1 2
 SX0389
 SX0389.Superseded values are not recommended for survey control.
 SX0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0389.See file dsdata.txt to determine how the superseded data were derived.
 SX0389
 SX0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT758464(NAD 83)
 SX0389_MARKER: DB = BENCH MARK DISK
 SX0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0389_STAMPING: C-18 1931
 SX0389_MARK LOGO: CGS   
 SX0389_PROJECTION: PROJECTING 3 CENTIMETERS
 SX0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0389+STABILITY: SURFACE MOTION
 SX0389
 SX0389  HISTORY     - Date     Condition        Report By
 SX0389  HISTORY     - 1931     MONUMENTED       CGS
 SX0389  HISTORY     - 1934     GOOD             NGS
 SX0389  HISTORY     - 1982     GOOD             NGS
 SX0389
 SX0389                          STATION DESCRIPTION
 SX0389
 SX0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SX0389'IN BLEWETTS PASS.
 SX0389'AT TOP-OF-HILL-TAVERN, BLEWETTS PASS AT SUMMIT OF BLEWETTS PASS, IN
 SX0389'CENTER OF FLOWER GARDEN OF TOP-OF-HILL-TAVERN, ON CHELAN-KITTITAS
 SX0389'COUNTY LINE, ABOUT 45 FEET SOUTH OF TAVERN, ABOUT 12 FEET EAST OF OLD
 SX0389'ROAD LEADING SOUTH DOWN CANYON, PROJECTS ONE FOOT ABOVE GROUND.
 SX0389'CONCRETE POST 15 INCHES SQUARE ON TOP.
 SX0389
 SX0389                          STATION RECOVERY (1934)
 SX0389
 SX0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SX0389'RECOVERED IN GOOD CONDITION.
 SX0389
 SX0389                          STATION RECOVERY (1982)
 SX0389
 SX0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0389'18.8 KM (11.7 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0389'CLE ELUM, THENCE 15.8 KM (9.8 MI) NORTHEAST ALONG US HIGHWAY 97,
 SX0389'THENCE 6.8 KM (4.2 MI) NORTH ALONG OLD BLEWETT ROAD, ON THE KITTITAS
 SX0389'CHELAN COUNTY LINE, AT THE SUMMIT OF THE PASS, 39 METERS (128.0 FT)
 SX0389'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 40 METERS (131 FT) SOUTH OF A
 SX0389'BARREN 36 INCH TREE TRUNK, 3.6 METERS (12 FT) EAST OF THE CENTERLINE
 SX0389'OF THE TRACK ROAD LEADING SOUTH DOWN THE CANYON.
 SX0389'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 SX0389'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0526 ***********************************************************************
 SB0526  DESIGNATION -  C 2
 SB0526  PID         -  SB0526
 SB0526  STATE/COUNTY-  WA/YAKIMA
 SB0526  USGS QUAD   -  YAKIMA WEST (1985)
 SB0526
 SB0526                         *CURRENT SURVEY CONTROL
 SB0526  ___________________________________________________________________
 SB0526* NAD 83(1986)-  46 36 14.     (N)    120 30 19.     (W)     SCALED    
 SB0526* NAVD 88     -       326.721  (meters)    1071.92   (feet)  ADJUSTED  
 SB0526  ___________________________________________________________________
 SB0526  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SB0526  DYNAMIC HT  -         326.720 (meters)    1071.91  (feet)  COMP
 SB0526  MODELED GRAV-     980,604.1   (mgal)                       NAVD 88
 SB0526
 SB0526  VERT ORDER  -  FIRST     CLASS II
 SB0526
 SB0526.The horizontal coordinates were scaled from a topographic map and have
 SB0526.an estimated accuracy of +/- 6 seconds.
 SB0526
 SB0526.The orthometric height was determined by differential leveling
 SB0526.and adjusted by the National Geodetic Survey in June 1991..
 SB0526
 SB0526.The geoid height was determined by GEOID03.
 SB0526
 SB0526.The dynamic height is computed by dividing the NAVD 88
 SB0526.geopotential number by the normal gravity value computed on the
 SB0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0526.degrees latitude (g = 980.6199 gals.).
 SB0526
 SB0526.The modeled gravity was interpolated from observed gravity values.
 SB0526
 SB0526;                    North         East    Units  Estimated Accuracy
 SB0526;SPC WA S     -   141,220.      499,600.      MT  (+/- 180 meters Scaled)
 SB0526
 SB0526                          SUPERSEDED SURVEY CONTROL
 SB0526
 SB0526  NGVD 29 (??/??/92)  325.648  (m)         1068.40   (f) ADJ UNCH    1 2
 SB0526
 SB0526.Superseded values are not recommended for survey control.
 SB0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0526.See file dsdata.txt to determine how the superseded data were derived.
 SB0526
 SB0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS910641(NAD 83)
 SB0526_MARKER: DB = BENCH MARK DISK
 SB0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0526_SP_SET: SIDEWALK
 SB0526_STAMPING: ELEV 1068.705 FT C 2
 SB0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0526
 SB0526  HISTORY     - Date     Condition        Report By
 SB0526  HISTORY     - UNK      MONUMENTED       CGS
 SB0526  HISTORY     - 1962     GOOD             NGS
 SB0526  HISTORY     - 1982     MARK NOT FOUND   NGS
 SB0526  HISTORY     - 20060801 MARK NOT FOUND   GEOCAC
 SB0526
 SB0526                          STATION DESCRIPTION
 SB0526
 SB0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0526'IN YAKIMA.
 SB0526'AT YAKIMA, YAKIMA COUNTY, ON THE WEST SIDE OF NORTH SECOND STREET,
 SB0526'BETWEEN EAST B AND EAST C STREETS, 175 FEET SOUTH OF THE CENTERLINE OF
 SB0526'EAST C STREET, AT THE HOUSE AT 222 NORTH SECOND STREET, IN THE
 SB0526'CONCRETE WALK LEADING TO THE HOUSE, 4 FEET WEST OF THE WEST EDGE OF
 SB0526'THE SIDEWALK ON NORTH SECOND STREET, 0.4 FOOT SOUTH OF THE NORTH EDGE
 SB0526'OF THE SIDEWALK LEADING TO THE HOUSE, AND 0.5 FOOT ABOVE THE LEVEL OF
 SB0526'THE SIDEWALK.  A STANDARD DISK, STAMPED ELEV 1068.705 FT C 2.
 SB0526
 SB0526                          STATION RECOVERY (1982)
 SB0526
 SB0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0526'NOT RECOVERED.
 SB0526
 SB0526                          STATION RECOVERY (2006)
 SB0526
 SB0526'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 SB0526'THERE NO LONGER EXISTS A WALL LEADING TO THE HOUSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0511 ***********************************************************************
 TR0511  DESIGNATION -  C 2
 TR0511  PID         -  TR0511
 TR0511  STATE/COUNTY-  WA/ISLAND
 TR0511  USGS QUAD   -  OAK HARBOR (1973)
 TR0511
 TR0511                         *CURRENT SURVEY CONTROL
 TR0511  ___________________________________________________________________
 TR0511* NAD 83(1991)-  48 18 25.89131(N)    122 41 03.26479(W)     ADJUSTED  
 TR0511* NAVD 88     -        37.415  (meters)     122.75   (feet)  ADJUSTED  
 TR0511  ___________________________________________________________________
 TR0511  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 TR0511  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 TR0511  DYNAMIC HT  -          37.424 (meters)     122.78  (feet)  COMP
 TR0511  MODELED GRAV-     980,847.7   (mgal)                       NAVD 88
 TR0511
 TR0511  HORZ ORDER  -  THIRD
 TR0511  VERT ORDER  -  FIRST     CLASS II
 TR0511
 TR0511.The horizontal coordinates were established by classical geodetic methods
 TR0511.and adjusted by the National Geodetic Survey in December 1991..
 TR0511
 TR0511.The orthometric height was determined by differential leveling
 TR0511.and adjusted by the National Geodetic Survey in June 1991..
 TR0511
 TR0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0511
 TR0511.The geoid height was determined by GEOID03.
 TR0511
 TR0511.The dynamic height is computed by dividing the NAVD 88
 TR0511.geopotential number by the normal gravity value computed on the
 TR0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0511.degrees latitude (g = 980.6199 gals.).
 TR0511
 TR0511.The modeled gravity was interpolated from observed gravity values.
 TR0511
 TR0511;                    North         East     Units Scale Factor Converg.
 TR0511;SPC WA N     -   146,988.737   362,717.831   MT  0.99994770   -1 22 40.9
 TR0511;SPC WA N     -   482,245.55  1,190,016.75   sFT  0.99994770   -1 22 40.9
 TR0511;UTM  10      - 5,350,492.437   523,414.072   MT  0.99960674   +0 14 08.8
 TR0511
 TR0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0511!SPC WA N     -   0.99999762  x   0.99994770  =   0.99994532
 TR0511!UTM  10      -   0.99999762  x   0.99960674  =   0.99960436
 TR0511
 TR0511:                Primary Azimuth Mark                     Grid Az
 TR0511:SPC WA N     -  C 1                                      337 54 00.6
 TR0511:UTM  10      -  C 1                                      336 17 10.9
 TR0511
 TR0511|---------------------------------------------------------------------|
 TR0511| PID    Reference Object                     Distance      Geod. Az  |
 TR0511|                                                           dddmmss.s |
 TR0511| TR0510 C 1                                 APPROX. 0.5 KM 3363119.7 |
 TR0511|---------------------------------------------------------------------|
 TR0511
 TR0511                          SUPERSEDED SURVEY CONTROL
 TR0511
 TR0511  NAD 83(1986)-  48 18 25.89220(N)    122 41 03.26878(W) AD(       ) 3
 TR0511  NAD 27      -  48 18 26.53200(N)    122 40 58.64400(W) AD(       ) 3
 TR0511  NGVD 29 (??/??/92)   36.269  (m)          118.99   (f) ADJ UNCH    1 2
 TR0511
 TR0511.Superseded values are not recommended for survey control.
 TR0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0511.See file dsdata.txt to determine how the superseded data were derived.
 TR0511
 TR0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2341450492(NAD 83)
 TR0511_MARKER: DE = TRAVERSE STATION DISK
 TR0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0511_STAMPING: C 2 1952
 TR0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0511+STABILITY: SURFACE MOTION
 TR0511
 TR0511  HISTORY     - Date     Condition        Report By
 TR0511  HISTORY     - 1952     MONUMENTED       CGS
 TR0511  HISTORY     - 1952     GOOD             CGS
 TR0511  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR0511  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0511  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0511
 TR0511                          STATION DESCRIPTION
 TR0511
 TR0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0511'THE STATION IS IN THE CENTERLINE OF THE ROAD 1.25 MILES WEST OF THE
 TR0511'JUNCTION OF THE COUNTY ASPHALT ROAD AND STATE HIGHWAY 1-D, WHICH
 TR0511'IS 1.8 MILES WEST AND NORTH FROM THE OAK HARBOR POST OFFICE.
 TR0511'
 TR0511'THE MARK IS A STANDARD BRONZE DISK, STAMPED C-2, 1952, SET IN A
 TR0511'CONCRETE MONUMENT 6 INCHES BELOW THE ROAD SURFACE AND COVERED
 TR0511'WITH A CAST IRON CASING, WHICH IS 75.0 FT. EAST OF THE OF A
 TR0511'DRIVEWAY LEADING SOUTH, 26.0 FT. SOUTHWEST OF A TELEPHONE POLE AND
 TR0511'17.0 FT. NORTH OF A FARM FENCE.
 TR0511'
 TR0511'THE CAST IRON CASING MAY BE COVERED BY ABOUT 1 INCH OF ASPHALT.
 TR0511
 TR0511                          STATION RECOVERY (1952)
 TR0511
 TR0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0511'3.1 MI NW FROM OAK HARBOR.
 TR0511'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0511'THENCE 1.4 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 1.3 MILES WEST
 TR0511'ALONG A COUNTY ASPHALT ROAD, ON THE CENTER LINE OF THE ROAD, 75 FEET
 TR0511'EAST OF THE CENTER OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTH, 74
 TR0511'FEET NORTHEAST OF THE NORTHWEST ONE OF TWO 18-INCH PINE TREES, 26 FEET
 TR0511'SOUTHEAST OF A TELEPHONE POLE, 17 FEET NORTH OF A FENCE, 0.5 FOOT
 TR0511'BELOW THE SURFACE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TR0511'WHICH IS ENCASED BY A 6-INCH IRON PIPE WITH A CAST IRON COVER. NOTE--
 TR0511'THE CAST IRON COVER IS 0.1 FOOT BELOW THE ASPHALT PAVEMENT SURFACE.
 TR0511
 TR0511                          STATION RECOVERY (1958)
 TR0511
 TR0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNH)
 TR0511'SEARCHED FOR BUT DID NOT FIND - PROBABLY STILL THERE.
 TR0511'
 TR0511'NOW COVERED BY 4 IN OF ASPHALT.
 TR0511'
 TR0511'POOR TIES AND DESCRIPTION TO FIND.
 TR0511
 TR0511                          STATION RECOVERY (1960)
 TR0511
 TR0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0511'THE STATION WAS NOT SEARCHED FOR.  THE ROAD HAS BEEN BLACKTOPPED
 TR0511'OVER THE IRON CASING WHICH PROTECTS THE STATION AND IT WAS NOT
 TR0511'DUG FOR.
 TR0511
 TR0511                          STATION RECOVERY (1973)
 TR0511
 TR0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2669 ***********************************************************************
 TR2669  DESIGNATION -  C 2 TWO
 TR2669  PID         -  TR2669
 TR2669  STATE/COUNTY-  WA/ISLAND
 TR2669  USGS QUAD   -  OAK HARBOR (1973)
 TR2669
 TR2669                         *CURRENT SURVEY CONTROL
 TR2669  ___________________________________________________________________
 TR2669* NAD 83(1991)-  48 18 25.44151(N)    122 41 01.19785(W)     ADJUSTED  
 TR2669* NAVD 88     -        40.05   (meters)     131.4    (feet)  RESET     
 TR2669  ___________________________________________________________________
 TR2669  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 TR2669  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 TR2669
 TR2669  HORZ ORDER  -  THIRD
 TR2669  VERT ORDER  -  THIRD
 TR2669
 TR2669.The horizontal coordinates were established by classical geodetic methods
 TR2669.and adjusted by the National Geodetic Survey in December 1991..
 TR2669
 TR2669.The orthometric height was computed from unverified reset data.
 TR2669.No vertical observational check was made to the station.
 TR2669
 TR2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2669
 TR2669.The geoid height was determined by GEOID03.
 TR2669
 TR2669;                    North         East     Units Scale Factor Converg.
 TR2669;SPC WA N     -   146,973.824   362,760.074   MT  0.99994769   -1 22 39.4
 TR2669;SPC WA N     -   482,196.62  1,190,155.34   sFT  0.99994769   -1 22 39.4
 TR2669;UTM  10      - 5,350,478.725   523,456.704   MT  0.99960676   +0 14 10.4
 TR2669
 TR2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2669!SPC WA N     -   0.99999721  x   0.99994769  =   0.99994490
 TR2669!UTM  10      -   0.99999721  x   0.99960676  =   0.99960397
 TR2669
 TR2669                          SUPERSEDED SURVEY CONTROL
 TR2669
 TR2669  NAD 83(1986)-  48 18 25.44245(N)    122 41 01.20192(W) AD(       ) 3
 TR2669  NGVD 29 (12/17/02)   38.91   (m)          127.7    (f) RESET       3  
 TR2669
 TR2669.Superseded values are not recommended for survey control.
 TR2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2669.See file dsdata.txt to determine how the superseded data were derived.
 TR2669
 TR2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2345750479(NAD 83)
 TR2669_MARKER: DH = HORIZONTAL CONTROL DISK
 TR2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2669_SP_SET: CONCRETE POST
 TR2669_STAMPING: C 2 TWO 1986
 TR2669_MARK LOGO: NGS   
 TR2669_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2669+STABILITY: SURFACE MOTION
 TR2669
 TR2669  HISTORY     - Date     Condition        Report By
 TR2669  HISTORY     - 1986     MONUMENTED       NGS
 TR2669  HISTORY     - 19870507 GOOD             NGS
 TR2669
 TR2669                          STATION DESCRIPTION
 TR2669
 TR2669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 TR2669'0.32 KM (0.20 MI) WEST ALONG 70TH STREET NW FROM THE POST OFFICE IN
 TR2669'OAK HARBOR, THENCE 1.29 KM (0.80 MI) NORTH ALONG STATE HIGHWAY 20,
 TR2669'THENCE LEFT 0.32 KM (0.20 MI) WEST ALONG 700 WEST STREET THENCE RIGHT
 TR2669'0.97 KM (0.60 MI) ALONG 80TH STREET NW, THENCE LEFT 1.45 KM
 TR2669'(0.90 MI) ALONG CROSBY ROAD TO THE INTERSECTION OF HELLER ROAD,
 TR2669'CONTINUE WEST ALONG CROSBY ROAD FOR 0.64 KM (0.40 MI) TO THE MARK ON
 TR2669'THE LEFT JUST BEFORE REACHING AIRLINE WAY ON THE LEFT, 11.8 M
 TR2669'(38.7 FT) SOUTH OF THE CENTER OF CROSBY ROAD, 28.3 M (92.8 FT) WEST
 TR2669'OF POWER POLE NUMBER 7918.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0836 ***********************************************************************
 SW0836  DESIGNATION -  C 20
 SW0836  PID         -  SW0836
 SW0836  STATE/COUNTY-  WA/OKANOGAN
 SW0836  USGS QUAD   -  AZWELL (1987)
 SW0836
 SW0836                         *CURRENT SURVEY CONTROL
 SW0836  ___________________________________________________________________
 SW0836* NAD 83(1986)-  47 58 01.     (N)    119 52 54.     (W)     SCALED    
 SW0836* NAVD 88     -       234.667  (meters)     769.90   (feet)  ADJUSTED  
 SW0836  ___________________________________________________________________
 SW0836  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SW0836  DYNAMIC HT  -         234.699 (meters)     770.01  (feet)  COMP
 SW0836  MODELED GRAV-     980,745.0   (mgal)                       NAVD 88
 SW0836
 SW0836  VERT ORDER  -  FIRST     CLASS II
 SW0836
 SW0836.The horizontal coordinates were scaled from a topographic map and have
 SW0836.an estimated accuracy of +/- 6 seconds.
 SW0836
 SW0836.The orthometric height was determined by differential leveling
 SW0836.and adjusted by the National Geodetic Survey in June 1991..
 SW0836
 SW0836.The geoid height was determined by GEOID03.
 SW0836
 SW0836.The dynamic height is computed by dividing the NAVD 88
 SW0836.geopotential number by the normal gravity value computed on the
 SW0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0836.degrees latitude (g = 980.6199 gals.).
 SW0836
 SW0836.The modeled gravity was interpolated from observed gravity values.
 SW0836
 SW0836;                    North         East    Units  Estimated Accuracy
 SW0836;SPC WA N     -   107,950.      571,060.      MT  (+/- 180 meters Scaled)
 SW0836
 SW0836                          SUPERSEDED SURVEY CONTROL
 SW0836
 SW0836  NGVD 29 (??/??/92)  233.442  (m)          765.88   (f) ADJ UNCH    1 2
 SW0836
 SW0836.Superseded values are not recommended for survey control.
 SW0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0836.See file dsdata.txt to determine how the superseded data were derived.
 SW0836
 SW0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP849166(NAD 83)
 SW0836_MARKER: DB = BENCH MARK DISK
 SW0836_SETTING: 66 = SET IN ROCK OUTCROP
 SW0836_SP_SET: ROCK
 SW0836_STAMPING: C 20 1931
 SW0836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0836+STABILITY: POSITION/ELEVATION WELL
 SW0836
 SW0836  HISTORY     - Date     Condition        Report By
 SW0836  HISTORY     - 1931     MONUMENTED       CGS
 SW0836  HISTORY     - 1934     GOOD             NGS
 SW0836  HISTORY     - 1963     MARK NOT FOUND   LOCENG
 SW0836
 SW0836                          STATION DESCRIPTION
 SW0836
 SW0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0836'7.2 MI S FROM PATEROS.
 SW0836'ABOUT 7.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SW0836'STATION AT PATEROS, OKANOGAN COUNTY, ABOUT 0.2 MILE NORTHWEST OF THE
 SW0836'CHELAN-OKANOGAN COUNTY BOUNDARY LINE, 5 1/2-30 FOOT RAIL LENGTHS
 SW0836'SOUTHEAST OF MILEAGE POST 51.71 AND 21 FEET SOUTHWEST OF THE CENTER OF
 SW0836'THE TRACK, IN AN IMBEDDED ROCK ABOUT 3 FEET IN DIAMETER, PROJECTING
 SW0836'ABOUT 1 FOOT ABOVE THE GROUND AND BELOW THE LEVEL OF THE TRACK. A
 SW0836'STANDARD DISK, STAMPED C 20 1931.
 SW0836
 SW0836                          STATION RECOVERY (1963)
 SW0836
 SW0836'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 SW0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0520 ***********************************************************************
 SA0520  DESIGNATION -  C 204
 SA0520  PID         -  SA0520
 SA0520  STATE/COUNTY-  WA/WALLA WALLA
 SA0520  USGS QUAD   -  SLATER (1991)
 SA0520
 SA0520                         *CURRENT SURVEY CONTROL
 SA0520  ___________________________________________________________________
 SA0520* NAD 83(1986)-  46 12 32.     (N)    118 46 52.     (W)     SCALED    
 SA0520* NAVD 88     -       252.861  (meters)     829.59   (feet)  ADJUSTED  
 SA0520  ___________________________________________________________________
 SA0520  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 SA0520  DYNAMIC HT  -         252.858 (meters)     829.59  (feet)  COMP
 SA0520  MODELED GRAV-     980,598.1   (mgal)                       NAVD 88
 SA0520
 SA0520  VERT ORDER  -  SECOND    CLASS 0
 SA0520
 SA0520.The horizontal coordinates were scaled from a topographic map and have
 SA0520.an estimated accuracy of +/- 6 seconds.
 SA0520
 SA0520.The orthometric height was determined by differential leveling
 SA0520.and adjusted by the National Geodetic Survey in June 1991..
 SA0520
 SA0520.The geoid height was determined by GEOID03.
 SA0520
 SA0520.The dynamic height is computed by dividing the NAVD 88
 SA0520.geopotential number by the normal gravity value computed on the
 SA0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0520.degrees latitude (g = 980.6199 gals.).
 SA0520
 SA0520.The modeled gravity was interpolated from observed gravity values.
 SA0520
 SA0520;                    North         East    Units  Estimated Accuracy
 SA0520;SPC WA S     -    98,760.      632,630.      MT  (+/- 180 meters Scaled)
 SA0520
 SA0520                          SUPERSEDED SURVEY CONTROL
 SA0520
 SA0520  NGVD 29 (??/??/92)  251.845  (m)          826.26   (f) ADJ UNCH    2 0
 SA0520
 SA0520.Superseded values are not recommended for survey control.
 SA0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0520.See file dsdata.txt to determine how the superseded data were derived.
 SA0520
 SA0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM626187(NAD 83)
 SA0520_MARKER: DB = BENCH MARK DISK
 SA0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0520_SP_SET: IRON PIPE
 SA0520_STAMPING: C 204 1949
 SA0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0520
 SA0520  HISTORY     - Date     Condition        Report By
 SA0520  HISTORY     - 1949     MONUMENTED       CGS
 SA0520  HISTORY     - 19900618 MARK NOT FOUND   USPSQD
 SA0520  HISTORY     - 20040531 POOR             GEOCAC
 SA0520
 SA0520                          STATION DESCRIPTION
 SA0520
 SA0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA0520'10.3 MI SW FROM EUREKA.
 SA0520'10.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0520'STATION AT EUREKA, 10.7 MILES NORTHEAST OF ATTALIA, 57 FEET NORTHEAST
 SA0520'OF THE CENTER OF A GRADE CROSSING, 25.3 FEET SOUTHEAST OF THE
 SA0520'SOUTHEAST RAIL, 18 FEET SOUTHEAST OF MILEPOST 23, 3.8 FEET NORTH OF A
 SA0520'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE TRACK, AND BRAZED ON THE
 SA0520'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
 SA0520
 SA0520                          STATION RECOVERY (1990)
 SA0520
 SA0520'RECOVERY NOTE BY US POWER SQUADRON 1990 (AJ)
 SA0520'MARK NOT FOUND.
 SA0520
 SA0520                          STATION RECOVERY (2004)
 SA0520
 SA0520'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0520'FOUND IN VERY POOR CONDITION. STATION IS TILTED SOUTH. NORTHERN
 SA0520'PACIFIC RAILWAY TRACK HAS BEEN TORN OUT. NO WITNESS POST PRESENT.
 SA0520'GRAVEL ROADWAY WINDS OVER AND ALONG OLD TRACK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0194 ***********************************************************************
 SW0194  DESIGNATION -  C 205
 SW0194  PID         -  SW0194
 SW0194  STATE/COUNTY-  WA/LINCOLN
 SW0194  USGS QUAD   -  LAMONA (1969)
 SW0194
 SW0194                         *CURRENT SURVEY CONTROL
 SW0194  ___________________________________________________________________
 SW0194* NAD 83(1986)-  47 21 43.     (N)    118 24 35.     (W)     SCALED    
 SW0194* NAVD 88     -       578.489  (meters)    1897.93   (feet)  ADJUSTED  
 SW0194  ___________________________________________________________________
 SW0194  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 SW0194  DYNAMIC HT  -         578.512 (meters)    1898.00  (feet)  COMP
 SW0194  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 SW0194
 SW0194  VERT ORDER  -  SECOND    CLASS 0
 SW0194
 SW0194.The horizontal coordinates were scaled from a topographic map and have
 SW0194.an estimated accuracy of +/- 6 seconds.
 SW0194
 SW0194.The orthometric height was determined by differential leveling
 SW0194.and adjusted by the National Geodetic Survey in June 1991..
 SW0194
 SW0194.The geoid height was determined by GEOID03.
 SW0194
 SW0194.The dynamic height is computed by dividing the NAVD 88
 SW0194.geopotential number by the normal gravity value computed on the
 SW0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0194.degrees latitude (g = 980.6199 gals.).
 SW0194
 SW0194.The modeled gravity was interpolated from observed gravity values.
 SW0194
 SW0194;                    North         East    Units  Estimated Accuracy
 SW0194;SPC WA N     -    43,130.      683,060.      MT  (+/- 180 meters Scaled)
 SW0194
 SW0194                          SUPERSEDED SURVEY CONTROL
 SW0194
 SW0194  NGVD 29 (??/??/92)  577.350  (m)         1894.19   (f) ADJ UNCH    2 0
 SW0194
 SW0194.Superseded values are not recommended for survey control.
 SW0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0194.See file dsdata.txt to determine how the superseded data were derived.
 SW0194
 SW0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN935463(NAD 83)
 SW0194_MARKER: DB = BENCH MARK DISK
 SW0194_SETTING: 66 = SET IN ROCK OUTCROP
 SW0194_SP_SET: BEDROCK
 SW0194_STAMPING: C 205 1960
 SW0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0194+STABILITY: POSITION/ELEVATION WELL
 SW0194
 SW0194  HISTORY     - Date     Condition        Report By
 SW0194  HISTORY     - 1960     MONUMENTED       CGS
 SW0194  HISTORY     - 1968     GOOD             NGS
 SW0194
 SW0194                          STATION DESCRIPTION
 SW0194
 SW0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0194'1.15 MI SW FROM DOWNS.
 SW0194'1.15 MI. SW ALONG RAILROAD.  MARK IS ABOUT 550 YARDS SOUTHWEST OF
 SW0194'BRIDGE 1539.0, 200 YARDS SOUTHWEST OF THE EAST END OF A CURVE, 50 FEET
 SW0194'NORTHWEST OF THE NORTHWEST RAIL, 2.9 FEET NORTHEAST OF A METAL WITNESS
 SW0194'POST, A STANDARD DISK SET IN AN EXPOSED PORTION OF BEDROCK FLUSH WITH
 SW0194'THE GROUND AND ABOUT LEVEL WITH THE TRACK.  FROM A POINT 11.5 FEET
 SW0194'SOUTHEAST OF THE MARK, THE SOUTHEAST EDGE OF THE SOUTHWEST ELEVATOR IN
 SW0194'DOWNS IS ON TANGENT WITH THE SOUTHERNMOST CLIFF OF LAVA ROCK ON THE
 SW0194'SOUTHERN SLOPE OF THE HILL 300 YARDS NORTHEAST.  FROM THE MARK THE
 SW0194'ELEVATOR IS HIDDEN BY THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1122 ***********************************************************************
 RB1122  DESIGNATION -  C 208
 RB1122  PID         -  RB1122
 RB1122  STATE/COUNTY-  WA/BENTON
 RB1122  USGS QUAD   -  PATERSON (1993)
 RB1122
 RB1122                         *CURRENT SURVEY CONTROL
 RB1122  ___________________________________________________________________
 RB1122* NAD 83(1986)-  45 56 01.     (N)    119 35 24.     (W)     SCALED    
 RB1122* NAVD 88     -        84.265  (meters)     276.46   (feet)  ADJUSTED  
 RB1122  ___________________________________________________________________
 RB1122  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 RB1122  DYNAMIC HT  -          84.267 (meters)     276.47  (feet)  COMP
 RB1122  MODELED GRAV-     980,631.6   (mgal)                       NAVD 88
 RB1122
 RB1122  VERT ORDER  -  SECOND    CLASS 0
 RB1122
 RB1122.The horizontal coordinates were scaled from a topographic map and have
 RB1122.an estimated accuracy of +/- 6 seconds.
 RB1122
 RB1122.The orthometric height was determined by differential leveling
 RB1122.and adjusted by the National Geodetic Survey in June 1991..
 RB1122
 RB1122.The geoid height was determined by GEOID03.
 RB1122
 RB1122.The dynamic height is computed by dividing the NAVD 88
 RB1122.geopotential number by the normal gravity value computed on the
 RB1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1122.degrees latitude (g = 980.6199 gals.).
 RB1122
 RB1122.The modeled gravity was interpolated from observed gravity values.
 RB1122
 RB1122;                    North         East    Units  Estimated Accuracy
 RB1122;SPC WA S     -    67,130.      570,570.      MT  (+/- 180 meters Scaled)
 RB1122
 RB1122                          SUPERSEDED SURVEY CONTROL
 RB1122
 RB1122  NGVD 29 (??/??/92)   83.222  (m)          273.04   (f) ADJ UNCH    2 0
 RB1122
 RB1122.Superseded values are not recommended for survey control.
 RB1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1122.See file dsdata.txt to determine how the superseded data were derived.
 RB1122
 RB1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL992899(NAD 83)
 RB1122_MARKER: DD = SURVEY DISK
 RB1122_SETTING: 80 = SET IN A BOULDER
 RB1122_SP_SET: BOULDER
 RB1122_STAMPING: C 208
 RB1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1122+STABILITY: SURFACE MOTION
 RB1122
 RB1122  HISTORY     - Date     Condition        Report By
 RB1122  HISTORY     - UNK      MONUMENTED       USE
 RB1122  HISTORY     - 1950     GOOD             NGS
 RB1122
 RB1122                          STATION DESCRIPTION
 RB1122
 RB1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RB1122'0.1 MI E FROM PATERSON.
 RB1122'0.1 MILE EAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM THE
 RB1122'STATION AT PATERSON, BENTON COUNTY, AT MILEAGE POST 180.7, 87.6 FEET
 RB1122'NORTH OF THE NORTH RAIL, 76.5 FEET SOUTH OF THE CENTER LINE OF A
 RB1122'HIGHWAY, 8.2 FEET SOUTH OF A FENCE, 8 FEET SOUTH OF A WHITE WOODEN
 RB1122'WITNESS POST, ON THE TOP OF A 3- BY 3-FOOT BOULDER WHICH IS PAINTED
 RB1122'USBM ON ITS SOUTH FACE AND PROJECTS 2 FEET ABOVE THE GROUND, AND LEVEL
 RB1122'WITH THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 RB1122'STAMPED C 208.  NOTE-- ABOUT 600 FEET SOUTHEAST OF THE ROAD CROSSING
 RB1122'OF THE SPOKANE, PORTLAND AND SEATTLE RAILWAY AT PATERSON, ABOUT 750
 RB1122'FEET SOUTHEAST OF THE PATERSON GRADE SCHOOL, ABOUT 65 FEET SOUTH OF
 RB1122'THE CENTERLINE OF A PAVED ROAD, SET IN A DRILL HOLE ON THE TOP OF A 2
 RB1122'FOOT HIGH DARK BROWN BOULDER, AND ABOUT LEVEL WITH THE ABANDONED
 RB1122'RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0519 ***********************************************************************
 TP0519  DESIGNATION -  C 21
 TP0519  PID         -  TP0519
 TP0519  STATE/COUNTY-  WA/OKANOGAN
 TP0519  USGS QUAD   -  OKANOGAN (1993)
 TP0519
 TP0519                         *CURRENT SURVEY CONTROL
 TP0519  ___________________________________________________________________
 TP0519* NAD 83(1986)-  48 21 54.     (N)    119 34 54.     (W)     SCALED    
 TP0519* NAVD 88     -       263.265  (meters)     863.73   (feet)  ADJUSTED  
 TP0519  ___________________________________________________________________
 TP0519  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 TP0519  DYNAMIC HT  -         263.305 (meters)     863.86  (feet)  COMP
 TP0519  MODELED GRAV-     980,758.7   (mgal)                       NAVD 88
 TP0519
 TP0519  VERT ORDER  -  FIRST     CLASS II
 TP0519
 TP0519.The horizontal coordinates were scaled from a topographic map and have
 TP0519.an estimated accuracy of +/- 6 seconds.
 TP0519
 TP0519.The orthometric height was determined by differential leveling
 TP0519.and adjusted by the National Geodetic Survey in June 1991..
 TP0519.WARNING-Repeat measurements at this control monument indicate possible
 TP0519.vertical movement.
 TP0519
 TP0519.The geoid height was determined by GEOID03.
 TP0519
 TP0519.The dynamic height is computed by dividing the NAVD 88
 TP0519.geopotential number by the normal gravity value computed on the
 TP0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0519.degrees latitude (g = 980.6199 gals.).
 TP0519
 TP0519.The modeled gravity was interpolated from observed gravity values.
 TP0519
 TP0519;                    North         East    Units  Estimated Accuracy
 TP0519;SPC WA N     -   152,520.      592,740.      MT  (+/- 180 meters Scaled)
 TP0519
 TP0519                          SUPERSEDED SURVEY CONTROL
 TP0519
 TP0519  NGVD 29 (??/??/92)  261.994  (m)          859.56   (f) ADJ UNCH    1 2
 TP0519
 TP0519.Superseded values are not recommended for survey control.
 TP0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0519.See file dsdata.txt to determine how the superseded data were derived.
 TP0519
 TP0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP087600(NAD 83)
 TP0519_MARKER: DB = BENCH MARK DISK
 TP0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0519_SP_SET: RAILING
 TP0519_STAMPING: 859.792 C 21 1931
 TP0519_MARK LOGO: CGS   
 TP0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0519
 TP0519  HISTORY     - Date     Condition        Report By
 TP0519  HISTORY     - 1931     MONUMENTED       CGS
 TP0519  HISTORY     - 1934     GOOD             NGS
 TP0519  HISTORY     - 1971     GOOD             NGS
 TP0519  HISTORY     - 1981     GOOD             NGS
 TP0519
 TP0519                          STATION DESCRIPTION
 TP0519
 TP0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TP0519'IN OKANOGAN.
 TP0519'AT OKANOGAN, OKANOGAN COUNTY, AT THE COUNTY COURTHOUSE, AT THE EAST
 TP0519'ENTRANCE, AND IN THE TOP OF THE CONCRETE RAILING ON THE NORTH SIDE OF
 TP0519'THE ENTRANCE STEPS.  A STANDARD DISK STAMPED 859.792 C 21 1931.
 TP0519
 TP0519                          STATION RECOVERY (1971)
 TP0519
 TP0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 TP0519'RECOVERED IN GOOD CONDITION.
 TP0519
 TP0519                          STATION RECOVERY (1981)
 TP0519
 TP0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0413 ***********************************************************************
 SA0413  DESIGNATION -  C 211
 SA0413  PID         -  SA0413
 SA0413  STATE/COUNTY-  WA/FRANKLIN
 SA0413  USGS QUAD   -  HUMORIST (1992)
 SA0413
 SA0413                         *CURRENT SURVEY CONTROL
 SA0413  ___________________________________________________________________
 SA0413* NAD 83(1986)-  46 14 05.     (N)    118 59 42.     (W)     SCALED    
 SA0413* NAVD 88     -       123.914  (meters)     406.54   (feet)  ADJUSTED  
 SA0413  ___________________________________________________________________
 SA0413  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA0413  DYNAMIC HT  -         123.917 (meters)     406.55  (feet)  COMP
 SA0413  MODELED GRAV-     980,640.0   (mgal)                       NAVD 88
 SA0413
 SA0413  VERT ORDER  -  FIRST     CLASS II
 SA0413
 SA0413.The horizontal coordinates were scaled from a topographic map and have
 SA0413.an estimated accuracy of +/- 6 seconds.
 SA0413
 SA0413.The orthometric height was determined by differential leveling
 SA0413.and adjusted by the National Geodetic Survey in June 1991..
 SA0413
 SA0413.The geoid height was determined by GEOID03.
 SA0413
 SA0413.The dynamic height is computed by dividing the NAVD 88
 SA0413.geopotential number by the normal gravity value computed on the
 SA0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0413.degrees latitude (g = 980.6199 gals.).
 SA0413
 SA0413.The modeled gravity was interpolated from observed gravity values.
 SA0413
 SA0413;                    North         East    Units  Estimated Accuracy
 SA0413;SPC WA S     -   101,300.      616,070.      MT  (+/- 180 meters Scaled)
 SA0413
 SA0413                          SUPERSEDED SURVEY CONTROL
 SA0413
 SA0413  NGVD 29 (??/??/92)  122.887  (m)          403.17   (f) ADJ UNCH    1 2
 SA0413
 SA0413.Superseded values are not recommended for survey control.
 SA0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0413.See file dsdata.txt to determine how the superseded data were derived.
 SA0413
 SA0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM461220(NAD 83)
 SA0413_MARKER: DD = SURVEY DISK
 SA0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0413_SP_SET: CONCRETE BASE
 SA0413_STAMPING: C 211 1945
 SA0413_MARK LOGO: USE   
 SA0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0413
 SA0413  HISTORY     - Date     Condition        Report By
 SA0413  HISTORY     - 1945     MONUMENTED       DOD
 SA0413  HISTORY     - 1961     GOOD             CGS
 SA0413  HISTORY     - 1981     GOOD             NGS
 SA0413
 SA0413                          STATION DESCRIPTION
 SA0413
 SA0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0413'5.55 MI SE FROM PASCO.
 SA0413'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 SA0413'PASCO, THENCE 1.9 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND
 SA0413'SEATTLE RAILWAY, 0.1 MILE NORTHEAST OF MILEPOLE 236, AT THE CROSSING
 SA0413'OF A DOUBLE STEEL TOWER TRANSMISSION LINE, 106.2 FEET NORTHWEST OF THE
 SA0413'NORTHWEST RAIL OF THE TRACK, 67 FEET NORTHWEST OF THE 3RD POLE
 SA0413'NORTHEAST OF MILEPOLE, IN THE TOP OF THE SOUTH CORNER OF THE SOUTH
 SA0413'CONCRETE BASE OF THE SOUTH STEEL LEG OF THE NORTHEAST TOWER, AND ABOUT
 SA0413'35 FEET HIGHER THAN THE TRACK.
 SA0413
 SA0413                          STATION RECOVERY (1981)
 SA0413
 SA0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0651 ***********************************************************************
 SA0651  DESIGNATION -  C 212
 SA0651  PID         -  SA0651
 SA0651  STATE/COUNTY-  WA/FRANKLIN
 SA0651  USGS QUAD   -  LOWER MONUMENTAL DAM (1970)
 SA0651
 SA0651                         *CURRENT SURVEY CONTROL
 SA0651  ___________________________________________________________________
 SA0651* NAD 83(1986)-  46 31 10.     (N)    118 36 12.     (W)     SCALED    
 SA0651* NAVD 88     -       153.371  (meters)     503.18   (feet)  ADJUSTED  
 SA0651  ___________________________________________________________________
 SA0651  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 SA0651  DYNAMIC HT  -         153.372 (meters)     503.19  (feet)  COMP
 SA0651  MODELED GRAV-     980,615.5   (mgal)                       NAVD 88
 SA0651
 SA0651  VERT ORDER  -  SECOND    CLASS 0
 SA0651
 SA0651.The horizontal coordinates were scaled from a topographic map and have
 SA0651.an estimated accuracy of +/- 6 seconds.
 SA0651
 SA0651.The orthometric height was determined by differential leveling
 SA0651.and adjusted by the National Geodetic Survey in June 1991..
 SA0651
 SA0651.The geoid height was determined by GEOID03.
 SA0651
 SA0651.The dynamic height is computed by dividing the NAVD 88
 SA0651.geopotential number by the normal gravity value computed on the
 SA0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0651.degrees latitude (g = 980.6199 gals.).
 SA0651
 SA0651.The modeled gravity was interpolated from observed gravity values.
 SA0651
 SA0651;                    North         East    Units  Estimated Accuracy
 SA0651;SPC WA S     -   133,590.      645,520.      MT  (+/- 180 meters Scaled)
 SA0651
 SA0651                          SUPERSEDED SURVEY CONTROL
 SA0651
 SA0651  NGVD 29 (??/??/92)  152.352  (m)          499.84   (f) ADJ UNCH    2 0
 SA0651
 SA0651.Superseded values are not recommended for survey control.
 SA0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0651.See file dsdata.txt to determine how the superseded data were derived.
 SA0651
 SA0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM770530(NAD 83)
 SA0651_MARKER: DB = BENCH MARK DISK
 SA0651_SETTING: 66 = SET IN ROCK OUTCROP
 SA0651_SP_SET: OUTCROP LEDGE
 SA0651_STAMPING: C 212 1945
 SA0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0651+STABILITY: POSITION/ELEVATION WELL
 SA0651
 SA0651  HISTORY     - Date     Condition        Report By
 SA0651  HISTORY     - 1945     MONUMENTED       DOD
 SA0651  HISTORY     - 1961     GOOD             NGS
 SA0651
 SA0651                          STATION DESCRIPTION
 SA0651
 SA0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0651'10.7 MI NE FROM SNAKE RIVER.
 SA0651'0.15 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 SA0651'FROM THE STATION AT SNAKE RIVER, THENCE 10.55 MILES NORTHEAST ALONG
 SA0651'THE NORTHERN PACIFIC RAILWAY, 7.8 FEET WEST OF THE WEST RAIL, IN THE
 SA0651'TOP OF A LEDGE OF OUTCROP WHICH PROJECTS 1.5 FEET ABOVE THE GROUND,
 SA0651'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1209 ***********************************************************************
 RZ1209  DESIGNATION -  C 213
 RZ1209  PID         -  RZ1209
 RZ1209  STATE/COUNTY-  WA/WHITMAN
 RZ1209  USGS QUAD   -  CENTRAL FERRY (1981)
 RZ1209
 RZ1209                         *CURRENT SURVEY CONTROL
 RZ1209  ___________________________________________________________________
 RZ1209* NAD 83(1986)-  46 41 26.     (N)    117 45 09.     (W)     SCALED    
 RZ1209* NAVD 88     -       184.31   (+/-2cm)     604.7    (feet)  VERTCON   
 RZ1209  ___________________________________________________________________
 RZ1209  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 RZ1209
 RZ1209  VERT ORDER  -  ? (See Below)
 RZ1209
 RZ1209.The horizontal coordinates were scaled from a topographic map and have
 RZ1209.an estimated accuracy of +/- 6 seconds.
 RZ1209
 RZ1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1209.The vertical order pertains to the NGVD 29 superseded value.
 RZ1209
 RZ1209.The geoid height was determined by GEOID03.
 RZ1209
 RZ1209;                    North         East    Units  Estimated Accuracy
 RZ1209;SPC WA S     -   154,520.      710,110.      MT  (+/- 180 meters Scaled)
 RZ1209
 RZ1209                          SUPERSEDED SURVEY CONTROL
 RZ1209
 RZ1209  NGVD 29 (??/??/92)  183.322  (m)          601.45   (f) ADJ UNCH    ?  
 RZ1209
 RZ1209.Superseded values are not recommended for survey control.
 RZ1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1209.See file dsdata.txt to determine how the superseded data were derived.
 RZ1209
 RZ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM424710(NAD 83)
 RZ1209_MARKER: DD = SURVEY DISK
 RZ1209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ1209_SP_SET: ABUTMENT
 RZ1209_STAMPING: C 213 1945
 RZ1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1209
 RZ1209  HISTORY     - Date     Condition        Report By
 RZ1209  HISTORY     - 1945     MONUMENTED       DOD
 RZ1209  HISTORY     - 1945     GOOD             NGS
 RZ1209  HISTORY     - 1976     MARK NOT FOUND   USGS
 RZ1209
 RZ1209                          STATION DESCRIPTION
 RZ1209
 RZ1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RZ1209'3.1 MI SW FROM PENAWAWA.
 RZ1209'3.1 MILES SOUTHWEST ALONG THE UNION PACIFIC (CAMAS PRAIRIE) RAILROAD
 RZ1209'FROM PENAWAWA, 1.4 MILES SOUTHWEST OF PENAWAWA SPUR, AT MILEAGE 20.97,
 RZ1209'AT THE SOUTHWEST CORNER OF A CONCRETE CULVERT, 250 FEET WEST OF
 RZ1209'MILEAGE 21.00, 7 FEET SOUTH OF THE TRACK, 3 FEET NORTHEAST OF A WHITE
 RZ1209'WOODEN WITNESS POST, AND IN THE TOP OF A BRIDGE ABUTMENT.
 RZ1209
 RZ1209                          STATION RECOVERY (1976)
 RZ1209
 RZ1209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RZ1209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0762 ***********************************************************************
 RZ0762  DESIGNATION -  C 214
 RZ0762  PID         -  RZ0762
 RZ0762  STATE/COUNTY-  WA/WHITMAN
 RZ0762  USGS QUAD   -  GRANITE POINT (1975)
 RZ0762
 RZ0762                         *CURRENT SURVEY CONTROL
 RZ0762  ___________________________________________________________________
 RZ0762* NAD 83(1986)-  46 35 03.     (N)    117 20 14.     (W)     SCALED    
 RZ0762* NAVD 88     -       207.49   (+/-2cm)     680.7    (feet)  VERTCON   
 RZ0762  ___________________________________________________________________
 RZ0762  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 RZ0762
 RZ0762  VERT ORDER  -  ? (See Below)
 RZ0762
 RZ0762.The horizontal coordinates were scaled from a topographic map and have
 RZ0762.an estimated accuracy of +/- 6 seconds.
 RZ0762
 RZ0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ0762.The vertical order pertains to the NGVD 29 superseded value.
 RZ0762
 RZ0762.The geoid height was determined by GEOID03.
 RZ0762
 RZ0762;                    North         East    Units  Estimated Accuracy
 RZ0762;SPC WA S     -   143,890.      742,320.      MT  (+/- 180 meters Scaled)
 RZ0762
 RZ0762                          SUPERSEDED SURVEY CONTROL
 RZ0762
 RZ0762  NGVD 29 (??/??/92)  206.432  (m)          677.27   (f) ADJ UNCH    ?  
 RZ0762
 RZ0762.Superseded values are not recommended for survey control.
 RZ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0762.See file dsdata.txt to determine how the superseded data were derived.
 RZ0762
 RZ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM741590(NAD 83)
 RZ0762_MARKER: DD = SURVEY DISK
 RZ0762_SETTING: 80 = SET IN A BOULDER
 RZ0762_SP_SET: BOULDER
 RZ0762_STAMPING: C 214 1945
 RZ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0762+STABILITY: SURFACE MOTION
 RZ0762
 RZ0762  HISTORY     - Date     Condition        Report By
 RZ0762  HISTORY     - 1945     MONUMENTED       DOD
 RZ0762  HISTORY     - 1962     MARK NOT FOUND   USGS
 RZ0762
 RZ0762                          STATION DESCRIPTION
 RZ0762
 RZ0762'DESCRIBED BY US DEPARTMENT OF DEFENSE 1945
 RZ0762'0.1 MI E FROM TRUAY.
 RZ0762'0.1 MILE EAST ALONG THE UNION PACIFIC (CAMAS PRAIRIE) RAILROAD FROM
 RZ0762'TRUAX, WHITMAN COUNTY, AT MILEAGE 47.80, 525 FEET EAST OF THE DEPOT,
 RZ0762'80 FEET WEST OF A ROAD CROSSING, 29 FEET SOUTH OF THE TRACK, 20 FEET
 RZ0762'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A BOULDER.  A USC
 RZ0762'AND GS STANDARD DISK, STAMPED C 214 1945.  NOTE-- 1973 REPORT, BM
 RZ0762'UNDER DAM WATER.
 RZ0762
 RZ0762                          STATION RECOVERY (1962)
 RZ0762
 RZ0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RZ0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1021 ***********************************************************************
 RZ1021  DESIGNATION -  C 215
 RZ1021  PID         -  RZ1021
 RZ1021  STATE/COUNTY-  WA/WHITMAN
 RZ1021  USGS QUAD   -  CLARKSTON (1971)
 RZ1021
 RZ1021                         *CURRENT SURVEY CONTROL
 RZ1021  ___________________________________________________________________
 RZ1021* NAD 83(1986)-  46 25 56.     (N)    117 03 09.     (W)     SCALED    
 RZ1021* NAVD 88     -       227.52   (+/-2cm)     746.5    (feet)  VERTCON   
 RZ1021  ___________________________________________________________________
 RZ1021  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 RZ1021
 RZ1021  VERT ORDER  -  ? (See Below)
 RZ1021
 RZ1021.The horizontal coordinates were scaled from a topographic map and have
 RZ1021.an estimated accuracy of +/- 6 seconds.
 RZ1021
 RZ1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1021.The vertical order pertains to the NGVD 29 superseded value.
 RZ1021
 RZ1021.The geoid height was determined by GEOID03.
 RZ1021
 RZ1021;                    North         East    Units  Estimated Accuracy
 RZ1021;SPC WA S     -   127,930.      764,860.      MT  (+/- 180 meters Scaled)
 RZ1021
 RZ1021                          SUPERSEDED SURVEY CONTROL
 RZ1021
 RZ1021  NGVD 29 (??/??/92)  226.516  (m)          743.16   (f) ADJ UNCH    ?  
 RZ1021
 RZ1021.Superseded values are not recommended for survey control.
 RZ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1021.See file dsdata.txt to determine how the superseded data were derived.
 RZ1021
 RZ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM959420(NAD 83)
 RZ1021_MARKER: S = SPIKE
 RZ1021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ1021_SP_SET: ABUTMENT
 RZ1021_STAMPING: C 215 1945
 RZ1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1021
 RZ1021  HISTORY     - Date     Condition        Report By
 RZ1021  HISTORY     - 1945     MONUMENTED       DOD
 RZ1021
 RZ1021                          STATION DESCRIPTION
 RZ1021
 RZ1021'DESCRIBED BY US DEPARTMENT OF DEFENSE 1945
 RZ1021'1.1 MI SW FROM TRANSFER.
 RZ1021'IN WHITMAN COUNTY, WASHINGTON, 1.1 MILE SOUTHWEST ALONG THE UNION
 RZ1021'PACIFIC (CAMAS PRAIRIE) RAILROAD FROM TRANSFER, NEZ PERCE COUNTY,
 RZ1021'IDAHO, AT MILEAGE 69.88, AT THE NORTHWEST CORNER OF A CONCRETE
 RZ1021'CULVERT, 9 FEET NORTH OF AND 1 FOOT LOWER THAN THE TRACK, 6 FEET EAST
 RZ1021'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A BRIDGE ABUTMENT. A
 RZ1021'RAILROAD SPIKE, STAMPED C 215 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0008 ***********************************************************************
 TP0008  DESIGNATION -  C 23
 TP0008  PID         -  TP0008
 TP0008  STATE/COUNTY-  WA/FERRY
 TP0008  USGS QUAD   -  LAURIER (1992)
 TP0008
 TP0008                         *CURRENT SURVEY CONTROL
 TP0008  ___________________________________________________________________
 TP0008* NAD 83(1986)-  48 53 36.     (N)    118 12 47.     (W)     SCALED    
 TP0008* NAVD 88     -       441.001  (meters)    1446.85   (feet)  ADJUSTED  
 TP0008  ___________________________________________________________________
 TP0008  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 TP0008  DYNAMIC HT  -         441.076 (meters)    1447.10  (feet)  COMP
 TP0008  MODELED GRAV-     980,767.1   (mgal)                       NAVD 88
 TP0008
 TP0008  VERT ORDER  -  FIRST     CLASS II
 TP0008
 TP0008.The horizontal coordinates were scaled from a topographic map and have
 TP0008.an estimated accuracy of +/- 6 seconds.
 TP0008
 TP0008.The orthometric height was determined by differential leveling
 TP0008.and adjusted by the National Geodetic Survey in June 1991..
 TP0008
 TP0008.The geoid height was determined by GEOID03.
 TP0008
 TP0008.The dynamic height is computed by dividing the NAVD 88
 TP0008.geopotential number by the normal gravity value computed on the
 TP0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0008.degrees latitude (g = 980.6199 gals.).
 TP0008
 TP0008.The modeled gravity was interpolated from observed gravity values.
 TP0008
 TP0008;                    North         East    Units  Estimated Accuracy
 TP0008;SPC WA N     -   213,790.      692,110.      MT  (+/- 180 meters Scaled)
 TP0008
 TP0008                          SUPERSEDED SURVEY CONTROL
 TP0008
 TP0008  NGVD 29 (??/??/92)  439.741  (m)         1442.72   (f) ADJ UNCH    1 2
 TP0008
 TP0008.Superseded values are not recommended for survey control.
 TP0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0008.See file dsdata.txt to determine how the superseded data were derived.
 TP0008
 TP0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ110163(NAD 83)
 TP0008_MARKER: DB = BENCH MARK DISK
 TP0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0008_STAMPING: C-23 1931
 TP0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0008+STABILITY: SURFACE MOTION
 TP0008
 TP0008  HISTORY     - Date     Condition        Report By
 TP0008  HISTORY     - 1931     MONUMENTED       CGS
 TP0008
 TP0008                          STATION DESCRIPTION
 TP0008
 TP0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 TP0008'2.0 MI N FROM ORIENT.
 TP0008'2.0 MILES NORTH OF ORIENT ALONG THE GT. NORTHERN R.R., AT MILE POST
 TP0008'19, 40 FEET WEST OF TRACK, 3 FEET EAST OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0402 ***********************************************************************
 TO0402  DESIGNATION -  C 231
 TO0402  PID         -  TO0402
 TO0402  STATE/COUNTY-  WA/PEND OREILLE
 TO0402  USGS QUAD   -  NEWPORT (1986)
 TO0402
 TO0402                         *CURRENT SURVEY CONTROL
 TO0402  ___________________________________________________________________
 TO0402* NAD 83(1986)-  48 10 12.     (N)    117 04 31.     (W)     SCALED    
 TO0402* NAVD 88     -       644.093  (meters)    2113.16   (feet)  ADJUSTED  
 TO0402  ___________________________________________________________________
 TO0402  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 TO0402  DYNAMIC HT  -         644.153 (meters)    2113.36  (feet)  COMP
 TO0402  MODELED GRAV-     980,684.7   (mgal)                       NAVD 88
 TO0402
 TO0402  VERT ORDER  -  FIRST     CLASS II
 TO0402
 TO0402.The horizontal coordinates were scaled from a topographic map and have
 TO0402.an estimated accuracy of +/- 6 seconds.
 TO0402
 TO0402.The orthometric height was determined by differential leveling
 TO0402.and adjusted by the National Geodetic Survey in June 1991..
 TO0402
 TO0402.The geoid height was determined by GEOID03.
 TO0402
 TO0402.The dynamic height is computed by dividing the NAVD 88
 TO0402.geopotential number by the normal gravity value computed on the
 TO0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0402.degrees latitude (g = 980.6199 gals.).
 TO0402
 TO0402.The modeled gravity was interpolated from observed gravity values.
 TO0402
 TO0402;                    North         East    Units  Estimated Accuracy
 TO0402;SPC WA N     -   136,910.      779,400.      MT  (+/- 180 meters Scaled)
 TO0402
 TO0402                          SUPERSEDED SURVEY CONTROL
 TO0402
 TO0402  NGVD 29 (??/??/92)  642.912  (m)         2109.29   (f) ADJ UNCH    1 2
 TO0402
 TO0402.Superseded values are not recommended for survey control.
 TO0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0402.See file dsdata.txt to determine how the superseded data were derived.
 TO0402
 TO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP944351(NAD 83)
 TO0402_MARKER: DB = BENCH MARK DISK
 TO0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0402_SP_SET: CONCRETE POST
 TO0402_STAMPING: C 231 1942
 TO0402_MARK LOGO: CGS   
 TO0402_PROJECTION: FLUSH
 TO0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0402+STABILITY: SURFACE MOTION
 TO0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0402+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1989
 TO0402
 TO0402  HISTORY     - Date     Condition        Report By
 TO0402  HISTORY     - 1942     MONUMENTED       CGS
 TO0402  HISTORY     - 1980     GOOD             NGS
 TO0402  HISTORY     - 1983     GOOD             USPSQD
 TO0402  HISTORY     - 19891210 GOOD             NGS
 TO0402
 TO0402                          STATION DESCRIPTION
 TO0402
 TO0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0402'1.5 MI SW FROM NEWPORT.
 TO0402'ALONG THE GREAT NORTHERN RAILROAD FROM STATION AT NEWPORT, 6 1/2 POLES
 TO0402'NORTH OF MILE-POST 1433, AT NORTHEAST CORNER OF A GROVE OF TREES, 126
 TO0402'FEET WEST OF CENTER LINE OF TRACK, 57 FEET WEST OF HIGHWAY CENTER, AT
 TO0402'A FENCE CORNER, WITNESS POST SET.
 TO0402
 TO0402                          STATION RECOVERY (1980)
 TO0402
 TO0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0402'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TO0402'3.0 KILOMETERS (1.85 MILES) SOUTHWEST ALONG U.S. HIGHWAY 2 FROM
 TO0402'THE JUNCTION OF STATE HIGHWAY 20 IN NEWPORT, 0.5 KILOMETER (0.3 MILE)
 TO0402'NORTHEAST OF HIGHWAY MILEPOST 332, SET IN LINE WITH A ROW OF POWER
 TO0402'LINE POLES, 14.3 METERS (47.0 FEET) NORTHWEST OF THE CENTERLINE OF
 TO0402'THE HIGHWAY, 61.6 METERS (202 FEET) NORTHEAST OF THE CENTERLINE OF
 TO0402'A POWER LINE CROSSING THE HIGHWAY, 45.7 METERS (150 FEET) SOUTHWEST
 TO0402'OF A POWER LINE POLE, 32.6 METERS (107 FEET) NORTHEAST OF A POWER
 TO0402'LINE POLE.
 TO0402'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 TO0402
 TO0402                          STATION RECOVERY (1983)
 TO0402
 TO0402'RECOVERY NOTE BY US POWER SQUADRON 1983
 TO0402'RECOVERED IN GOOD CONDITION.
 TO0402
 TO0402                          STATION RECOVERY (1989)
 TO0402
 TO0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TO0402'THE STATION IS LOCATED ABOUT 64.4 KM (40.0 MI) SOUTH-SOUTHEAST OF
 TO0402'TIGER, 49.9 KM (31.0 MI) EAST-SOUTHEAST OF CHEWELAH, 40.2 KM
 TO0402'(25.0 MI) NORTHEAST OF DEER PARK, 37.0 KM (23.0 MI) SOUTHWEST OF SAND
 TO0402'POINT, 3 KM (1.9 MI) SOUTHWEST OF NEWPORT AND ON HIGHWAY
 TO0402'RIGHT-OF-WAY.
 TO0402'TO REACH FROM THE JUNCTION OF US HIGHWAY 2 AND STATE ROUTE 20 IN
 TO0402'NEWPORT, GO SOUTHWEST  ON US HIGHWAY 2 FOR 3.0 KM (1.9 MI) TO THE
 TO0402'STATION ON THE RIGHT.
 TO0402'THE MARK IS SET IN THE TOP OF A ROUND CONCRET MONUMENT THAT IS FLUSH
 TO0402'WITH THE GROUND SURFACE.  IT IS 61.6 M (202.1 FT) NORTHEAST OF A
 TO0402'POWERLINE ACROSS THE HIGHWAY, 45.7 M (149.9 FT) SOUTHWEST OF A
 TO0402'POWERLINE POLE, 32.6 M (107.0 FT) NORTHEAST OF A POWERLINE POLE, 14.3
 TO0402'M (46.9 FT) NORTHWEST OF THE CENTER OF US HIGHWAY 2 AND 0.3 M
 TO0402'(1.0 FT) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0763 ***********************************************************************
 SV0763  DESIGNATION -  C 232
 SV0763  PID         -  SV0763
 SV0763  STATE/COUNTY-  WA/SPOKANE
 SV0763  USGS QUAD   -  CHATTAROY (1973)
 SV0763
 SV0763                         *CURRENT SURVEY CONTROL
 SV0763  ___________________________________________________________________
 SV0763* NAD 83(1986)-  47 55 46.     (N)    117 19 53.     (W)     SCALED    
 SV0763* NAVD 88     -       523.726  (meters)    1718.26   (feet)  ADJUSTED  
 SV0763  ___________________________________________________________________
 SV0763  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 SV0763  DYNAMIC HT  -         523.772 (meters)    1718.41  (feet)  COMP
 SV0763  MODELED GRAV-     980,683.6   (mgal)                       NAVD 88
 SV0763
 SV0763  VERT ORDER  -  FIRST     CLASS II
 SV0763
 SV0763.The horizontal coordinates were scaled from a topographic map and have
 SV0763.an estimated accuracy of +/- 6 seconds.
 SV0763
 SV0763.The orthometric height was determined by differential leveling
 SV0763.and adjusted by the National Geodetic Survey in June 1991..
 SV0763
 SV0763.The geoid height was determined by GEOID03.
 SV0763
 SV0763.The dynamic height is computed by dividing the NAVD 88
 SV0763.geopotential number by the normal gravity value computed on the
 SV0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0763.degrees latitude (g = 980.6199 gals.).
 SV0763
 SV0763.The modeled gravity was interpolated from observed gravity values.
 SV0763
 SV0763;                    North         East    Units  Estimated Accuracy
 SV0763;SPC WA N     -   109,290.      761,590.      MT  (+/- 180 meters Scaled)
 SV0763
 SV0763                          SUPERSEDED SURVEY CONTROL
 SV0763
 SV0763  NGVD 29 (??/??/92)  522.560  (m)         1714.43   (f) ADJ UNCH    1 2
 SV0763
 SV0763.Superseded values are not recommended for survey control.
 SV0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0763.See file dsdata.txt to determine how the superseded data were derived.
 SV0763
 SV0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP752085(NAD 83)
 SV0763_MARKER: DB = BENCH MARK DISK
 SV0763_SETTING: 0 = UNSPECIFIED SETTING
 SV0763_STAMPING: C 232 1942
 SV0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0763
 SV0763  HISTORY     - Date     Condition        Report By
 SV0763  HISTORY     - 1942     MONUMENTED       CGS
 SV0763  HISTORY     - 1965     GOOD             NGS
 SV0763
 SV0763                          STATION DESCRIPTION
 SV0763
 SV0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0763'2.95 MI S FROM MILAN.
 SV0763'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAYS 195 AND 2 WITH A
 SV0763'BLACKTOP ROAD AT CHATTAROY, GO NORTH ON U. S. HIGHWAYS 195 AND 2 FOR
 SV0763'1.0 MILE, TURN RIGHT ABOUT 100 FEET, THEN LEFT AND GO NORTH ON A
 SV0763'BLACKTOP ROAD FOR 2.15 MILES TO A DIRT ROAD RIGHT, TURN RIGHT AND GO
 SV0763'EAST 0.7 MILE TO A HOUSE.  WALK SOUTHEAST ABOUT 0.2 MILE TO THE
 SV0763'RAILROAD, THEN SOUTH ALONG THE RAILROAD FOR ABOUT 0.2 MILE TO THE
 SV0763'TRESTLE AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0366 ***********************************************************************
 TO0366  DESIGNATION -  C 233
 TO0366  PID         -  TO0366
 TO0366  STATE/COUNTY-  WA/PEND OREILLE
 TO0366  USGS QUAD   -  NEWPORT (1986)
 TO0366
 TO0366                         *CURRENT SURVEY CONTROL
 TO0366  ___________________________________________________________________
 TO0366* NAD 83(1986)-  48 12 27.     (N)    117 03 29.     (W)     SCALED    
 TO0366* NAVD 88     -       639.479  (meters)    2098.02   (feet)  ADJUSTED  
 TO0366  ___________________________________________________________________
 TO0366  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 TO0366  DYNAMIC HT  -         639.536 (meters)    2098.21  (feet)  COMP
 TO0366  MODELED GRAV-     980,679.1   (mgal)                       NAVD 88
 TO0366
 TO0366  VERT ORDER  -  FIRST     CLASS II
 TO0366
 TO0366.The horizontal coordinates were scaled from a topographic map and have
 TO0366.an estimated accuracy of +/- 6 seconds.
 TO0366
 TO0366.The orthometric height was determined by differential leveling
 TO0366.and adjusted by the National Geodetic Survey in June 1991..
 TO0366
 TO0366.The geoid height was determined by GEOID03.
 TO0366
 TO0366.The dynamic height is computed by dividing the NAVD 88
 TO0366.geopotential number by the normal gravity value computed on the
 TO0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0366.degrees latitude (g = 980.6199 gals.).
 TO0366
 TO0366.The modeled gravity was interpolated from observed gravity values.
 TO0366
 TO0366;                    North         East    Units  Estimated Accuracy
 TO0366;SPC WA N     -   141,130.      780,470.      MT  (+/- 180 meters Scaled)
 TO0366
 TO0366                          SUPERSEDED SURVEY CONTROL
 TO0366
 TO0366  NGVD 29 (??/??/92)  638.30   (m)         2094.2    (f) COMPUTED    1 2
 TO0366
 TO0366.Superseded values are not recommended for survey control.
 TO0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0366.See file dsdata.txt to determine how the superseded data were derived.
 TO0366
 TO0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP956393(NAD 83)
 TO0366_MARKER: DB = BENCH MARK DISK
 TO0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0366_STAMPING: C 233 1942
 TO0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0366+STABILITY: SURFACE MOTION
 TO0366
 TO0366  HISTORY     - Date     Condition        Report By
 TO0366  HISTORY     - 1942     MONUMENTED       CGS
 TO0366
 TO0366                          STATION DESCRIPTION
 TO0366
 TO0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0366'2.35 MI N FROM NEWPORT.
 TO0366'ALONG CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RR.  2.35 MILES NORTH
 TO0366'OF NEWPORT, ALONG THE RAILWAY, 21 FEET NORTH OF MILE POST 46, 21 FEET
 TO0366'EAST OF THE TRACK, AT THE NORTH END OF A CUT.  A DISK SET IN A
 TO0366'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0395 ***********************************************************************
 TO0395  DESIGNATION -  C 234
 TO0395  PID         -  TO0395
 TO0395  STATE/COUNTY-  WA/PEND OREILLE
 TO0395  USGS QUAD   -  JARED (1992)
 TO0395
 TO0395                         *CURRENT SURVEY CONTROL
 TO0395  ___________________________________________________________________
 TO0395* NAD 83(1986)-  48 28 21.     (N)    117 18 04.     (W)     SCALED    
 TO0395* NAVD 88     -       629.224  (meters)    2064.38   (feet)  POSTED    
 TO0395  ___________________________________________________________________
 TO0395  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TO0395  DYNAMIC HT  -         629.290 (meters)    2064.60  (feet)  COMP
 TO0395  MODELED GRAV-     980,701.3   (mgal)                       NAVD 88
 TO0395
 TO0395  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TO0395
 TO0395.The horizontal coordinates were scaled from a topographic map and have
 TO0395.an estimated accuracy of +/- 6 seconds.
 TO0395
 TO0395.The orthometric height was determined by differential leveling
 TO0395.and adjusted by the National Geodetic Survey in 1992..
 TO0395.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TO0395.rate of 0.0 thru 1.0 mm/km.
 TO0395
 TO0395.The geoid height was determined by GEOID03.
 TO0395
 TO0395.The dynamic height is computed by dividing the NAVD 88
 TO0395.geopotential number by the normal gravity value computed on the
 TO0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0395.degrees latitude (g = 980.6199 gals.).
 TO0395
 TO0395.The modeled gravity was interpolated from observed gravity values.
 TO0395
 TO0395;                    North         East    Units  Estimated Accuracy
 TO0395;SPC WA N     -   169,710.      761,080.      MT  (+/- 180 meters Scaled)
 TO0395
 TO0395                          SUPERSEDED SURVEY CONTROL
 TO0395
 TO0395  NGVD 29 (??/??/92)  628.050  (m)         2060.53   (f) ADJ UNCH    1 2
 TO0395
 TO0395.Superseded values are not recommended for survey control.
 TO0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0395.See file dsdata.txt to determine how the superseded data were derived.
 TO0395
 TO0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP777688(NAD 83)
 TO0395_MARKER: DB = BENCH MARK DISK
 TO0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0395_STAMPING: C 234 1942
 TO0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0395+STABILITY: SURFACE MOTION
 TO0395
 TO0395  HISTORY     - Date     Condition        Report By
 TO0395  HISTORY     - 1942     MONUMENTED       CGS
 TO0395  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0395
 TO0395                          STATION DESCRIPTION
 TO0395
 TO0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0395'10.5 MI N FROM CUSICK.
 TO0395'400 YARDS NORTH OF THE RAILROAD STATION AT JARED, 50 FEET SOUTHWEST OF
 TO0395'MILE-POST 73, 30 FEET WEST OF THE TRACK, 20 FEET NORTH OF A CROSSROAD,
 TO0395'SET OPPOSITE ALONG BARRACKS LIKE BUILDING.  WITNESS POST SET. A DISK
 TO0395'SET IN A CONCRETE POST.
 TO0395
 TO0395                          STATION RECOVERY (1980)
 TO0395
 TO0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0395'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0336 ***********************************************************************
 TO0336  DESIGNATION -  C 235
 TO0336  PID         -  TO0336
 TO0336  STATE/COUNTY-  WA/PEND OREILLE
 TO0336  USGS QUAD   -  METALINE (1992)
 TO0336
 TO0336                         *CURRENT SURVEY CONTROL
 TO0336  ___________________________________________________________________
 TO0336* NAD 83(1986)-  48 50 23.     (N)    117 23 00.     (W)     SCALED    
 TO0336* NAVD 88     -       646.417  (meters)    2120.79   (feet)  POSTED    
 TO0336  ___________________________________________________________________
 TO0336  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 TO0336  DYNAMIC HT  -         646.500 (meters)    2121.06  (feet)  COMP
 TO0336  MODELED GRAV-     980,712.9   (mgal)                       NAVD 88
 TO0336
 TO0336  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TO0336
 TO0336.The horizontal coordinates were scaled from a topographic map and have
 TO0336.an estimated accuracy of +/- 6 seconds.
 TO0336
 TO0336.The orthometric height was determined by differential leveling
 TO0336.and adjusted by the National Geodetic Survey in 1992..
 TO0336.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TO0336.rate of 0.0 thru 1.0 mm/km.
 TO0336
 TO0336.The geoid height was determined by GEOID03.
 TO0336
 TO0336.The dynamic height is computed by dividing the NAVD 88
 TO0336.geopotential number by the normal gravity value computed on the
 TO0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0336.degrees latitude (g = 980.6199 gals.).
 TO0336
 TO0336.The modeled gravity was interpolated from observed gravity values.
 TO0336
 TO0336;                    North         East    Units  Estimated Accuracy
 TO0336;SPC WA N     -   210,230.      753,170.      MT  (+/- 180 meters Scaled)
 TO0336
 TO0336                          SUPERSEDED SURVEY CONTROL
 TO0336
 TO0336  NGVD 29 (??/??/92)  645.200  (m)         2116.79   (f) ADJ UNCH    1 2
 TO0336
 TO0336.Superseded values are not recommended for survey control.
 TO0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0336.See file dsdata.txt to determine how the superseded data were derived.
 TO0336
 TO0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ718097(NAD 83)
 TO0336_MARKER: DB = BENCH MARK DISK
 TO0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0336_STAMPING: C 235 1942
 TO0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0336+STABILITY: SURFACE MOTION
 TO0336
 TO0336  HISTORY     - Date     Condition        Report By
 TO0336  HISTORY     - 1942     MONUMENTED       CGS
 TO0336  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0336
 TO0336                          STATION DESCRIPTION
 TO0336
 TO0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0336'2.0 MI S FROM METALINE FALLS.
 TO0336'2 MILES SOUTH OF POST OFFICE LOCATED ALONG CHICAGO-MILWAUKEE AND
 TO0336'PACIFIC RAILROAD, 0.2 MILE NORTH ALONG RAILROAD TRACK FROM BRIDGE, 125
 TO0336'FEET SOUTH OF RAILROAD WHISTLE SIGN, 33 FEET EAST OF MILE POST 103, 27
 TO0336'FEET EAST OF FARM ROAD CENTER, WITNESS POST SET.
 TO0336
 TO0336                          STATION RECOVERY (1967)
 TO0336
 TO0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0466 ***********************************************************************
 TO0466  DESIGNATION -  C 236
 TO0466  PID         -  TO0466
 TO0466  STATE/COUNTY-  WA/STEVENS
 TO0466  USGS QUAD   -  BOUNDARY (1992)
 TO0466
 TO0466                         *CURRENT SURVEY CONTROL
 TO0466  ___________________________________________________________________
 TO0466* NAD 83(1986)-  48 58 15.     (N)    117 38 45.     (W)     SCALED    
 TO0466* NAVD 88     -       409.089  (meters)    1342.15   (feet)  ADJUSTED  
 TO0466  ___________________________________________________________________
 TO0466  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 TO0466  DYNAMIC HT  -         409.161 (meters)    1342.39  (feet)  COMP
 TO0466  MODELED GRAV-     980,776.7   (mgal)                       NAVD 88
 TO0466
 TO0466  VERT ORDER  -  FIRST     CLASS II
 TO0466
 TO0466.The horizontal coordinates were scaled from a topographic map and have
 TO0466.an estimated accuracy of +/- 6 seconds.
 TO0466
 TO0466.The orthometric height was determined by differential leveling
 TO0466.and adjusted by the National Geodetic Survey in June 1991..
 TO0466
 TO0466.The geoid height was determined by GEOID03.
 TO0466
 TO0466.The dynamic height is computed by dividing the NAVD 88
 TO0466.geopotential number by the normal gravity value computed on the
 TO0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0466.degrees latitude (g = 980.6199 gals.).
 TO0466
 TO0466.The modeled gravity was interpolated from observed gravity values.
 TO0466
 TO0466;                    North         East    Units  Estimated Accuracy
 TO0466;SPC WA N     -   223,970.      733,320.      MT  (+/- 180 meters Scaled)
 TO0466
 TO0466                          SUPERSEDED SURVEY CONTROL
 TO0466
 TO0466  NGVD 29 (??/??/92)  407.854  (m)         1338.10   (f) ADJ UNCH    1 2
 TO0466
 TO0466.Superseded values are not recommended for survey control.
 TO0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0466.See file dsdata.txt to determine how the superseded data were derived.
 TO0466
 TO0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ527244(NAD 83)
 TO0466_MARKER: DB = BENCH MARK DISK
 TO0466_SETTING: 66 = SET IN ROCK OUTCROP
 TO0466_SP_SET: ROCK OUTCROP
 TO0466_STAMPING: C 236 1942
 TO0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0466+STABILITY: POSITION/ELEVATION WELL
 TO0466
 TO0466  HISTORY     - Date     Condition        Report By
 TO0466  HISTORY     - 1942     MONUMENTED       CGS
 TO0466  HISTORY     - 1948     MARK NOT FOUND   NGS
 TO0466
 TO0466                          STATION DESCRIPTION
 TO0466
 TO0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0466'2.9 MI S FROM WANETA, CD.
 TO0466'ALONG THE GREAT NORTHERN RAILROAD, IN OUTCROPPING OF ROCK, 48 FEET
 TO0466'NORTHWEST OF TRACK CENTERLINE, 60 YARDS SOUTHEAST OF CONCRETE GAGE
 TO0466'HOUSE, 3 FEET SOUTHWEST OF FOOTPATH, BETWEEN TWO WOOD FOOT BRIDGES.
 TO0466'ALSO BM PAINTED ON ROCK.
 TO0466
 TO0466                          STATION RECOVERY (1948)
 TO0466
 TO0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 TO0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1175 ***********************************************************************
 SA1175  DESIGNATION -  C 237
 SA1175  PID         -  SA1175
 SA1175  STATE/COUNTY-  WA/YAKIMA
 SA1175  USGS QUAD   -  MABTON EAST (1965)
 SA1175
 SA1175                         *CURRENT SURVEY CONTROL
 SA1175  ___________________________________________________________________
 SA1175* NAD 83(1986)-  46 11 24.     (N)    119 53 46.     (W)     SCALED    
 SA1175* NAVD 88     -       212.071  (meters)     695.77   (feet)  ADJUSTED  
 SA1175  ___________________________________________________________________
 SA1175  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SA1175  DYNAMIC HT  -         212.073 (meters)     695.78  (feet)  COMP
 SA1175  MODELED GRAV-     980,623.3   (mgal)                       NAVD 88
 SA1175
 SA1175  VERT ORDER  -  FIRST     CLASS II
 SA1175
 SA1175.The horizontal coordinates were scaled from a topographic map and have
 SA1175.an estimated accuracy of +/- 6 seconds.
 SA1175
 SA1175.The orthometric height was determined by differential leveling
 SA1175.and adjusted by the National Geodetic Survey in June 1991..
 SA1175
 SA1175.The geoid height was determined by GEOID03.
 SA1175
 SA1175.The dynamic height is computed by dividing the NAVD 88
 SA1175.geopotential number by the normal gravity value computed on the
 SA1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1175.degrees latitude (g = 980.6199 gals.).
 SA1175
 SA1175.The modeled gravity was interpolated from observed gravity values.
 SA1175
 SA1175;                    North         East    Units  Estimated Accuracy
 SA1175;SPC WA S     -    95,400.      546,620.      MT  (+/- 180 meters Scaled)
 SA1175
 SA1175                          SUPERSEDED SURVEY CONTROL
 SA1175
 SA1175  NGVD 29 (??/??/92)  211.031  (m)          692.36   (f) ADJ UNCH    1 2
 SA1175
 SA1175.Superseded values are not recommended for survey control.
 SA1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1175.See file dsdata.txt to determine how the superseded data were derived.
 SA1175
 SA1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM765192(NAD 83)
 SA1175_MARKER: DB = BENCH MARK DISK
 SA1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1175_STAMPING: C 237 1944
 SA1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1175+STABILITY: SURFACE MOTION
 SA1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA1175+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2002
 SA1175
 SA1175  HISTORY     - Date     Condition        Report By
 SA1175  HISTORY     - 1944     MONUMENTED       CGS
 SA1175  HISTORY     - 1962     GOOD             NGS
 SA1175  HISTORY     - 20020319 GOOD             WADT
 SA1175
 SA1175                          STATION DESCRIPTION
 SA1175
 SA1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SA1175'5.3 MI E FROM MABTON.
 SA1175'5.3 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SA1175'MABTON, YAKIMA COUNTY, 0.1 MILE EAST OF MILEPOST 47, AT THE CROSSING
 SA1175'OF A GRAVEL ROAD LEADING INTO THE SUNNYSIDE GAME RANGE, 21 FEET WEST
 SA1175'OF THE CENTERLINE OF THE GRAVEL ROAD, 18.7 FEET NORTH OF THE NORTH
 SA1175'RAIL, 231 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 3 A, 74 FEET
 SA1175'WEST OF THE CENTER OF A 4-FOOT CONCRETE IRRIGATION PIPE WHICH PASSES
 SA1175'UNDER THE TRACK, AND 3 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD
 SA1175'DISK, STAMPED C 237 1944 AND SET IN THE TOP OF A CONCRETE POST
 SA1175'PROJECTING 0.2 FOOT ABOVE GROUND.
 SA1175
 SA1175                          STATION RECOVERY (2002)
 SA1175
 SA1175'RECOVERY NOTE BY WA DEPT OF TRANSP 2002 (ELS)
 SA1175'SET WSDOT MONUMENT GUIDE POST 50CM (1.6FT) WEST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0711 ***********************************************************************
 TR0711  DESIGNATION -  C 237
 TR0711  PID         -  TR0711
 TR0711  STATE/COUNTY-  WA/SAN JUAN
 TR0711  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0711
 TR0711                         *CURRENT SURVEY CONTROL
 TR0711  ___________________________________________________________________
 TR0711* NAD 83(1986)-  48 32 08.     (N)    123 01 07.     (W)     SCALED    
 TR0711* LOCAL TIDAL -        27.867  (meters)      91.43   (feet)  ADJ UNCH  
 TR0711  ___________________________________________________________________
 TR0711  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 TR0711
 TR0711  VERT ORDER  -  THIRD
 TR0711
 TR0711.The horizontal coordinates were scaled from a topographic map and have
 TR0711.an estimated accuracy of +/- 6 seconds.
 TR0711
 TR0711.The orthometric height was key entered from printed documents
 TR0711.and not key verified.
 TR0711
 TR0711.The geoid height was determined by GEOID03.
 TR0711
 TR0711;                    North         East    Units  Estimated Accuracy
 TR0711;SPC WA N     -   173,020.      338,650.      MT  (+/- 180 meters Scaled)
 TR0711
 TR0711                          SUPERSEDED SURVEY CONTROL
 TR0711
 TR0711.No superseded survey control is available for this station.
 TR0711
 TR0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU986758(NAD 83)
 TR0711_MARKER: DB = BENCH MARK DISK
 TR0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0711_SP_SET: BUILDING
 TR0711_STAMPING: C 237 1950
 TR0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0711+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 TR0711
 TR0711  HISTORY     - Date     Condition        Report By
 TR0711  HISTORY     - 1950     MONUMENTED       CGS
 TR0711  HISTORY     - 1983     GOOD             LOCSUR
 TR0711  HISTORY     - 19950503 GOOD             USPSQD
 TR0711  HISTORY     - 20011210 GOOD             NGS
 TR0711  HISTORY     - 20030815 GOOD             USPSQD
 TR0711  HISTORY     - 20050326 GOOD             USPSQD
 TR0711  HISTORY     - 20060401 GOOD             USPSQD
 TR0711
 TR0711                          STATION DESCRIPTION
 TR0711
 TR0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TR0711'IN FRIDAY HARBOR.
 TR0711'AT FRIDAY HARBOR, AT THE SAN JUAN COUNTY COURTHOUSE, (AT THE CORNER OF
 TR0711'COURT AND SECOND STS.), ON THE SOUTHWEST SIDE OF THE SOUTHEAST
 TR0711'ENTRANCE TO THE BUILDING, IN THE SOUTHWEST PROJECTION OF THE PORCH
 TR0711'FLOOR, 8.2 FEET SOUTHEAST OF THE SOUTHEAST FACE OF THE PORCH PILLAR,
 TR0711'0.9 FEET NORTHWEST OF THE SOUTHEAST END OF THE PORCH PROJECTION AND
 TR0711'0.9 FEET SOUTHWEST OF THE NORTHEAST FACE OF THE PORCH PROJECTION, AND
 TR0711'CEMENTED IN A DRILL HOLE IN CONCRETE.
 TR0711
 TR0711                          STATION RECOVERY (1983)
 TR0711
 TR0711'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TR0711'MARK IS LOCATED ON LEFT CEMENT (STEPS) WALL AS YOU FACE COURTHOUSE
 TR0711'AND ARE AB
 TR0711
 TR0711                          STATION RECOVERY (1995)
 TR0711
 TR0711'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR0711'RECOVERED IN GOOD CONDITION.
 TR0711
 TR0711                          STATION RECOVERY (2001)
 TR0711
 TR0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0711'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 TR0711
 TR0711                          STATION RECOVERY (2003)
 TR0711
 TR0711'RECOVERY NOTE BY US POWER SQUADRON 2003 (FAW)
 TR0711'RECOVERED AS DESCRIBED
 TR0711
 TR0711                          STATION RECOVERY (2005)
 TR0711
 TR0711'RECOVERY NOTE BY US POWER SQUADRON 2005 (LS)
 TR0711'RECOVERED IN GOOD CONDITION.
 TR0711
 TR0711                          STATION RECOVERY (2006)
 TR0711
 TR0711'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0863 ***********************************************************************
 SA0863  DESIGNATION -  C 238
 SA0863  PID         -  SA0863
 SA0863  STATE/COUNTY-  WA/BENTON
 SA0863  USGS QUAD   -  KENNEWICK (1992)
 SA0863
 SA0863                         *CURRENT SURVEY CONTROL
 SA0863  ___________________________________________________________________
 SA0863* NAD 83(1986)-  46 13 18.     (N)    119 10 50.     (W)     SCALED    
 SA0863* NAVD 88     -       146.527  (meters)     480.73   (feet)  ADJUSTED  
 SA0863  ___________________________________________________________________
 SA0863  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SA0863  DYNAMIC HT  -         146.532 (meters)     480.75  (feet)  COMP
 SA0863  MODELED GRAV-     980,646.4   (mgal)                       NAVD 88
 SA0863
 SA0863  VERT ORDER  -  FIRST     CLASS II
 SA0863
 SA0863.The horizontal coordinates were scaled from a topographic map and have
 SA0863.an estimated accuracy of +/- 6 seconds.
 SA0863
 SA0863.The orthometric height was determined by differential leveling
 SA0863.and adjusted by the National Geodetic Survey in June 1991..
 SA0863
 SA0863.The geoid height was determined by GEOID03.
 SA0863
 SA0863.The dynamic height is computed by dividing the NAVD 88
 SA0863.geopotential number by the normal gravity value computed on the
 SA0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0863.degrees latitude (g = 980.6199 gals.).
 SA0863
 SA0863.The modeled gravity was interpolated from observed gravity values.
 SA0863
 SA0863;                    North         East    Units  Estimated Accuracy
 SA0863;SPC WA S     -    99,590.      601,790.      MT  (+/- 180 meters Scaled)
 SA0863
 SA0863                          SUPERSEDED SURVEY CONTROL
 SA0863
 SA0863  NGVD 29 (??/??/92)  145.495  (m)          477.34   (f) ADJ UNCH    1 2
 SA0863
 SA0863.Superseded values are not recommended for survey control.
 SA0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0863.See file dsdata.txt to determine how the superseded data were derived.
 SA0863
 SA0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM318209(NAD 83)
 SA0863_MARKER: DB = BENCH MARK DISK
 SA0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0863_STAMPING: C 238 1944
 SA0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0863+STABILITY: SURFACE MOTION
 SA0863
 SA0863  HISTORY     - Date     Condition        Report By
 SA0863  HISTORY     - 1944     MONUMENTED       CGS
 SA0863  HISTORY     - 1963     GOOD             USGS
 SA0863  HISTORY     - 1969     MARK NOT FOUND   USGS
 SA0863
 SA0863                          STATION DESCRIPTION
 SA0863
 SA0863'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 SA0863'3.1 MI W FROM KENNEWICK.
 SA0863'3.1 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SA0863'KENNEWICK, BENTON COUNTY, 62.5 FEET NORTHEAST OF MILEPOST 6, IN THE
 SA0863'NORTHEAST QUARTER OF A ROAD CROSSING, 74 FEET EAST OF THE CENTERLINE
 SA0863'OF THE ROAD, 48.8 FEET NORTH OF THE NORTH RAIL, AND 2.3 FEET WEST OF A
 SA0863'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 238 1944 AND
 SA0863'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 SA0863
 SA0863                          STATION RECOVERY (1969)
 SA0863
 SA0863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SA0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0748 ***********************************************************************
 TR0748  DESIGNATION -  C 238
 TR0748  PID         -  TR0748
 TR0748  STATE/COUNTY-  WA/SAN JUAN
 TR0748  USGS QUAD   -  ROCHE HARBOR (1994)
 TR0748
 TR0748                         *CURRENT SURVEY CONTROL
 TR0748  ___________________________________________________________________
 TR0748* NAD 83(1986)-  48 35 52.     (N)    123 07 56.     (W)     SCALED    
 TR0748* LOCAL TIDAL -        30.740  (meters)     100.85   (feet)  ADJ UNCH  
 TR0748  ___________________________________________________________________
 TR0748  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 TR0748
 TR0748  VERT ORDER  -  THIRD
 TR0748
 TR0748.The horizontal coordinates were scaled from a topographic map and have
 TR0748.an estimated accuracy of +/- 6 seconds.
 TR0748
 TR0748.The orthometric height was key entered from printed documents
 TR0748.and not key verified.
 TR0748
 TR0748.The geoid height was determined by GEOID03.
 TR0748
 TR0748;                    North         East    Units  Estimated Accuracy
 TR0748;SPC WA N     -   180,180.      330,470.      MT  (+/- 180 meters Scaled)
 TR0748
 TR0748                          SUPERSEDED SURVEY CONTROL
 TR0748
 TR0748.No superseded survey control is available for this station.
 TR0748
 TR0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU902827(NAD 83)
 TR0748_MARKER: DB = BENCH MARK DISK
 TR0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0748_SP_SET: CONCRETE PIPE
 TR0748_STAMPING: C 238 1950
 TR0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0748
 TR0748  HISTORY     - Date     Condition        Report By
 TR0748  HISTORY     - 1950     MONUMENTED       CGS
 TR0748  HISTORY     - 1971     GOOD             LOCENG
 TR0748  HISTORY     - 19950509 MARK NOT FOUND   USPSQD
 TR0748
 TR0748                          STATION DESCRIPTION
 TR0748
 TR0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TR0748'1.7 MI SE FROM ROCHE HARBOR.
 TR0748'ABOUT 1.7 MILES SOUTHEAST ALONG THE FRIDAY HARBOR ROAD FROM ROCHE
 TR0748'HARBOR, (ABOUT 7.9 MILES NORTHWEST ALONG THE ROCHE HARBOR ROAD FROM
 TR0748'THE COURTHOUSE AT FRIDAY HARBOR), AT POINT WHERE FRIDAY HARBOR ROAD
 TR0748'TURNS LEFT (EAST) AND THE MOUNTAIN ROAD CONTINUES STRAIGHT AHEAD
 TR0748'(SOUTH), AT THE WEST SIDE OF THE JUNCTION, AT THE NORTH SIDE OF THE
 TR0748'ENTRANCE TO THE SAN JUAN INTERNATIONAL CAMP FOR BOYS, 52 FEET WEST OF
 TR0748'THE CENTERLINE OF THE ROAD, 2.3 FEET NORTH OF THE NORTH GATE POST OF
 TR0748'THE CAMP ENTRANCE, 2 FEET SOUTH OF A WHITE WITNESS POST, AND SET IN
 TR0748'TOP OF AN 8-INCH CONCRETE PIPE FILLED WITH CONCRETE AND PROJECTING 2
 TR0748'INCHES.
 TR0748
 TR0748                          STATION RECOVERY (1971)
 TR0748
 TR0748'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 TR0748'RECOVERED IN GOOD CONDITION.
 TR0748
 TR0748                          STATION RECOVERY (1995)
 TR0748
 TR0748'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1200 ***********************************************************************
 SA1200  DESIGNATION -  C 239
 SA1200  PID         -  SA1200
 SA1200  STATE/COUNTY-  WA/BENTON
 SA1200  USGS QUAD   -  CORRAL CANYON (1977)
 SA1200
 SA1200                         *CURRENT SURVEY CONTROL
 SA1200  ___________________________________________________________________
 SA1200* NAD 83(1986)-  46 15 15.     (N)    119 37 03.     (W)     SCALED    
 SA1200* NAVD 88     -       175.188  (meters)     574.76   (feet)  ADJUSTED  
 SA1200  ___________________________________________________________________
 SA1200  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA1200  DYNAMIC HT  -         175.192 (meters)     574.78  (feet)  COMP
 SA1200  MODELED GRAV-     980,635.4   (mgal)                       NAVD 88
 SA1200
 SA1200  VERT ORDER  -  FIRST     CLASS II
 SA1200
 SA1200.The horizontal coordinates were scaled from a topographic map and have
 SA1200.an estimated accuracy of +/- 6 seconds.
 SA1200
 SA1200.The orthometric height was determined by differential leveling
 SA1200.and adjusted by the National Geodetic Survey in June 1991..
 SA1200
 SA1200.The geoid height was determined by GEOID03.
 SA1200
 SA1200.The dynamic height is computed by dividing the NAVD 88
 SA1200.geopotential number by the normal gravity value computed on the
 SA1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1200.degrees latitude (g = 980.6199 gals.).
 SA1200
 SA1200.The modeled gravity was interpolated from observed gravity values.
 SA1200
 SA1200;                    North         East    Units  Estimated Accuracy
 SA1200;SPC WA S     -   102,730.      568,040.      MT  (+/- 180 meters Scaled)
 SA1200
 SA1200                          SUPERSEDED SURVEY CONTROL
 SA1200
 SA1200  NGVD 29 (??/??/92)  174.151  (m)          571.36   (f) ADJ UNCH    1 2
 SA1200
 SA1200.Superseded values are not recommended for survey control.
 SA1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1200.See file dsdata.txt to determine how the superseded data were derived.
 SA1200
 SA1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM982256(NAD 83)
 SA1200_MARKER: DB = BENCH MARK DISK
 SA1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1200_STAMPING: C 239 1944
 SA1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1200+STABILITY: SURFACE MOTION
 SA1200
 SA1200  HISTORY     - Date     Condition        Report By
 SA1200  HISTORY     - 1944     MONUMENTED       CGS
 SA1200  HISTORY     - 1974     GOOD             USGS
 SA1200
 SA1200                          STATION DESCRIPTION
 SA1200
 SA1200'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA1200'2.3 MI NE FROM GIBBON.
 SA1200'2.3 MILES NE ALONG BURLINGTON NORTHERN RR FROM STATION AT GIBBON,
 SA1200'BENTON COUNTY, 130 FEET SW OF MILEPOST 32, 5.2 FEET WEST OF THE FIRST
 SA1200'POLE WEST OF THE MILEPOST, 64.7 FEET SOUTH OF THE SOUTH RAIL, 2 1/2
 SA1200'FEET WEST OF A METAL WITNESS POST, A STANDARD DISK, STAMPED C 239 1944
 SA1200'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0436 ***********************************************************************
 TO0436  DESIGNATION -  C 24
 TO0436  PID         -  TO0436
 TO0436  STATE/COUNTY-  WA/STEVENS
 TO0436  USGS QUAD   -  ADDY (1992)
 TO0436
 TO0436                         *CURRENT SURVEY CONTROL
 TO0436  ___________________________________________________________________
 TO0436* NAD 83(1986)-  48 19 08.     (N)    117 49 15.     (W)     SCALED    
 TO0436* NAVD 88     -       498.177  (meters)    1634.44   (feet)  ADJUSTED  
 TO0436  ___________________________________________________________________
 TO0436  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 TO0436  DYNAMIC HT  -         498.239 (meters)    1634.64  (feet)  COMP
 TO0436  MODELED GRAV-     980,720.0   (mgal)                       NAVD 88
 TO0436
 TO0436  VERT ORDER  -  FIRST     CLASS II
 TO0436
 TO0436.The horizontal coordinates were scaled from a topographic map and have
 TO0436.an estimated accuracy of +/- 6 seconds.
 TO0436
 TO0436.The orthometric height was determined by differential leveling
 TO0436.and adjusted by the National Geodetic Survey in June 1991..
 TO0436
 TO0436.The geoid height was determined by GEOID03.
 TO0436
 TO0436.The dynamic height is computed by dividing the NAVD 88
 TO0436.geopotential number by the normal gravity value computed on the
 TO0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0436.degrees latitude (g = 980.6199 gals.).
 TO0436
 TO0436.The modeled gravity was interpolated from observed gravity values.
 TO0436
 TO0436;                    North         East    Units  Estimated Accuracy
 TO0436;SPC WA N     -   151,010.      723,350.      MT  (+/- 180 meters Scaled)
 TO0436
 TO0436                          SUPERSEDED SURVEY CONTROL
 TO0436
 TO0436  NGVD 29 (??/??/92)  496.969  (m)         1630.47   (f) ADJ UNCH    1 2
 TO0436
 TO0436.Superseded values are not recommended for survey control.
 TO0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0436.See file dsdata.txt to determine how the superseded data were derived.
 TO0436
 TO0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP391520(NAD 83)
 TO0436_MARKER: DB = BENCH MARK DISK
 TO0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0436_STAMPING: C-24 1931
 TO0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0436+STABILITY: SURFACE MOTION
 TO0436
 TO0436  HISTORY     - Date     Condition        Report By
 TO0436  HISTORY     - 1931     MONUMENTED       CGS
 TO0436  HISTORY     - 1936     GOOD             NGS
 TO0436
 TO0436                          STATION DESCRIPTION
 TO0436
 TO0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 TO0436'3.1 MI S FROM ADDY DEPOT.
 TO0436'3.1 MILES SOUTH OF ADDY DEPOT ALONG THE GT. NORTHERN RY., AT BLUE
 TO0436'CREEK SIDING, 0.2 MILES NORTH OF MILE POST 70, 18 FEET WEST OF TRACK,
 TO0436'2 FEET NORTH OF NORTHEAST CORNER OF SECTION HOUSE.  A STANDARD DISK
 TO0436'SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0361 ***********************************************************************
 SB0361  DESIGNATION -  C 241
 SB0361  PID         -  SB0361
 SB0361  STATE/COUNTY-  WA/YAKIMA
 SB0361  USGS QUAD   -  MABTON WEST (1965)
 SB0361
 SB0361                         *CURRENT SURVEY CONTROL
 SB0361  ___________________________________________________________________
 SB0361* NAD 83(1986)-  46 13 33.     (N)    120 03 24.     (W)     SCALED    
 SB0361* NAVD 88     -       214.698  (meters)     704.39   (feet)  ADJUSTED  
 SB0361  ___________________________________________________________________
 SB0361  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 SB0361  DYNAMIC HT  -         214.701 (meters)     704.40  (feet)  COMP
 SB0361  MODELED GRAV-     980,625.4   (mgal)                       NAVD 88
 SB0361
 SB0361  VERT ORDER  -  FIRST     CLASS II
 SB0361
 SB0361.The horizontal coordinates were scaled from a topographic map and have
 SB0361.an estimated accuracy of +/- 6 seconds.
 SB0361
 SB0361.The orthometric height was determined by differential leveling
 SB0361.and adjusted by the National Geodetic Survey in June 1991..
 SB0361
 SB0361.The geoid height was determined by GEOID03.
 SB0361
 SB0361.The dynamic height is computed by dividing the NAVD 88
 SB0361.geopotential number by the normal gravity value computed on the
 SB0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0361.degrees latitude (g = 980.6199 gals.).
 SB0361
 SB0361.The modeled gravity was interpolated from observed gravity values.
 SB0361
 SB0361;                    North         East    Units  Estimated Accuracy
 SB0361;SPC WA S     -    99,300.      534,200.      MT  (+/- 180 meters Scaled)
 SB0361
 SB0361                          SUPERSEDED SURVEY CONTROL
 SB0361
 SB0361  NGVD 29 (??/??/92)  213.650  (m)          700.95   (f) ADJ UNCH    1 2
 SB0361
 SB0361.Superseded values are not recommended for survey control.
 SB0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0361.See file dsdata.txt to determine how the superseded data were derived.
 SB0361
 SB0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS269233(NAD 83)
 SB0361_MARKER: DB = BENCH MARK DISK
 SB0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0361_STAMPING: C 241 1944
 SB0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0361+STABILITY: SURFACE MOTION
 SB0361
 SB0361  HISTORY     - Date     Condition        Report By
 SB0361  HISTORY     - 1944     MONUMENTED       CGS
 SB0361  HISTORY     - 1962     GOOD             NGS
 SB0361
 SB0361                          STATION DESCRIPTION
 SB0361
 SB0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0361'2.9 MI NW FROM MABTON.
 SB0361'2.9 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0361'STATION AT MABTON, YAKIMA COUNTY, 4 RAILS EAST OF MILEPOST 55, 45 FEET
 SB0361'WEST-SOUTHWEST OF THE SECOND POLE EAST OF THE MILEPOST, ON THE
 SB0361'SOUTHEAST SLOPE OF A HILL, 61.3 FEET SOUTH OF THE SOUTH RAIL, AND 2
 SB0361'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C
 SB0361'241 1944 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0038 ***********************************************************************
 TS0038  DESIGNATION -  C 243
 TS0038  PID         -  TS0038
 TS0038  STATE/COUNTY-  WA/CLALLAM
 TS0038  USGS QUAD   -  WEST OF PYSHT (1984)
 TS0038
 TS0038                         *CURRENT SURVEY CONTROL
 TS0038  ___________________________________________________________________
 TS0038* NAD 83(1986)-  48 09 04.     (N)    124 13 26.     (W)     SCALED    
 TS0038* NAVD 88     -       179.887  (meters)     590.18   (feet)  ADJUSTED  
 TS0038  ___________________________________________________________________
 TS0038  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 TS0038  DYNAMIC HT  -         179.928 (meters)     590.31  (feet)  COMP
 TS0038  MODELED GRAV-     980,836.8   (mgal)                       NAVD 88
 TS0038
 TS0038  VERT ORDER  -  FIRST     CLASS II
 TS0038
 TS0038.The horizontal coordinates were scaled from a topographic map and have
 TS0038.an estimated accuracy of +/- 6 seconds.
 TS0038
 TS0038.The orthometric height was determined by differential leveling
 TS0038.and adjusted by the National Geodetic Survey in June 1991..
 TS0038
 TS0038.The geoid height was determined by GEOID03.
 TS0038
 TS0038.The dynamic height is computed by dividing the NAVD 88
 TS0038.geopotential number by the normal gravity value computed on the
 TS0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0038.degrees latitude (g = 980.6199 gals.).
 TS0038
 TS0038.The modeled gravity was interpolated from observed gravity values.
 TS0038
 TS0038;                    North         East    Units  Estimated Accuracy
 TS0038;SPC WA N     -   133,540.      247,820.      MT  (+/- 180 meters Scaled)
 TS0038
 TS0038                          SUPERSEDED SURVEY CONTROL
 TS0038
 TS0038  NGVD 29 (??/??/92)  178.764  (m)          586.49   (f) ADJ UNCH    1 2
 TS0038
 TS0038.Superseded values are not recommended for survey control.
 TS0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0038.See file dsdata.txt to determine how the superseded data were derived.
 TS0038
 TS0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU089338(NAD 83)
 TS0038_MARKER: DB = BENCH MARK DISK
 TS0038_SETTING: 0 = UNSPECIFIED SETTING
 TS0038_STAMPING: C 243 1942
 TS0038_MARK LOGO: CGS   
 TS0038_MAGNETIC: N = NO MAGNETIC MATERIAL
 TS0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0038
 TS0038  HISTORY     - Date     Condition        Report By
 TS0038  HISTORY     - 1942     MONUMENTED       CGS
 TS0038  HISTORY     - 1956     MARK NOT FOUND   NGS
 TS0038  HISTORY     - 1974     MARK NOT FOUND   NGS
 TS0038  HISTORY     - 19950601 GOOD             WADT
 TS0038
 TS0038                          STATION DESCRIPTION
 TS0038
 TS0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TS0038'7.85 MI SW FROM PYSHT.
 TS0038'LOCATED 5.4 MILES WEST ALONG STATE HIGHWAY 9A FROM THE FOUR-CORNERED
 TS0038'INTERSECTION IN PYSHT TO THE JUNCTION OF NEAH BAY COUNTY ROAD AND
 TS0038'STATE HIGHWAY 9A, SOUTH 2.45 MILES ALONG STATE HIGHWAY 9A.  255 FEET
 TS0038'NORTHWEST OF THE RAILROAD AND INTERSECTION, 36 FEET WEST OF THE
 TS0038'RAILROAD, AND 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A USBM
 TS0038'WITNESS POST IS NEAR THE MARK.  NOTE-- THE RAILROAD MENTIONED HAS BEEN
 TS0038'DISMANTLED AND THERE IS EVIDENCE OF ROAD RE-LOCATION.  NOTE-- DIRT
 TS0038'REMOVAL AND POWER LINE POLES SET IN AREA.
 TS0038
 TS0038                          STATION RECOVERY (1974)
 TS0038
 TS0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TS0038'MARK NOT FOUND.
 TS0038
 TS0038                          STATION RECOVERY (1995)
 TS0038
 TS0038'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 TS0038'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0019 ***********************************************************************
 SB0019  DESIGNATION -  C 244
 SB0019  PID         -  SB0019
 SB0019  STATE/COUNTY-  WA/KITTITAS
 SB0019  USGS QUAD   -  WYMER (1953)
 SB0019
 SB0019                         *CURRENT SURVEY CONTROL
 SB0019  ___________________________________________________________________
 SB0019* NAD 83(1986)-  46 47 31.     (N)    120 27 27.     (W)     SCALED    
 SB0019* NAVD 88     -       383.771  (meters)    1259.09   (feet)  ADJUSTED  
 SB0019  ___________________________________________________________________
 SB0019  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SB0019  DYNAMIC HT  -         383.775 (meters)    1259.10  (feet)  COMP
 SB0019  MODELED GRAV-     980,615.0   (mgal)                       NAVD 88
 SB0019
 SB0019  VERT ORDER  -  FIRST     CLASS II
 SB0019
 SB0019.The horizontal coordinates were scaled from a topographic map and have
 SB0019.an estimated accuracy of +/- 6 seconds.
 SB0019
 SB0019.The orthometric height was determined by differential leveling
 SB0019.and adjusted by the National Geodetic Survey in June 1991..
 SB0019
 SB0019.The geoid height was determined by GEOID03.
 SB0019
 SB0019.The dynamic height is computed by dividing the NAVD 88
 SB0019.geopotential number by the normal gravity value computed on the
 SB0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0019.degrees latitude (g = 980.6199 gals.).
 SB0019
 SB0019.The modeled gravity was interpolated from observed gravity values.
 SB0019
 SB0019;                    North         East    Units  Estimated Accuracy
 SB0019;SPC WA S     -   162,130.      503,250.      MT  (+/- 180 meters Scaled)
 SB0019
 SB0019                          SUPERSEDED SURVEY CONTROL
 SB0019
 SB0019  NGVD 29 (??/??/92)  382.685  (m)         1255.53   (f) ADJ UNCH    1 2
 SB0019
 SB0019.Superseded values are not recommended for survey control.
 SB0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0019.See file dsdata.txt to determine how the superseded data were derived.
 SB0019
 SB0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS940851(NAD 83)
 SB0019_MARKER: DB = BENCH MARK DISK
 SB0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0019_SP_SET: CULVERT
 SB0019_STAMPING: C 244 1944
 SB0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0019
 SB0019  HISTORY     - Date     Condition        Report By
 SB0019  HISTORY     - 1944     MONUMENTED       CGS
 SB0019
 SB0019                          STATION DESCRIPTION
 SB0019
 SB0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SB0019'3.8 MI S FROM WYMER.
 SB0019'3.8 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0019'WYMER, KITTITAS COUNTY, 0.7 MILE NORTH OF THE STATION AT ROZA, 90 FEET
 SB0019'EAST OF BLOCK SIGNAL 1065, 40 FEET WEST OF THE WEST END OF A PASSING
 SB0019'TRACK, 13.3 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AT A LARGE
 SB0019'CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL,
 SB0019'AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED C
 SB0019'244 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0030 ***********************************************************************
 SB0030  DESIGNATION -  C 245
 SB0030  PID         -  SB0030
 SB0030  STATE/COUNTY-  WA/YAKIMA
 SB0030  USGS QUAD   -  POMONA (1985)
 SB0030
 SB0030                         *CURRENT SURVEY CONTROL
 SB0030  ___________________________________________________________________
 SB0030* NAD 83(1986)-  46 43 14.     (N)    120 27 19.     (W)     SCALED    
 SB0030* NAVD 88     -       359.242  (meters)    1178.61   (feet)  ADJUSTED  
 SB0030  ___________________________________________________________________
 SB0030  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 SB0030  DYNAMIC HT  -         359.244 (meters)    1178.62  (feet)  COMP
 SB0030  MODELED GRAV-     980,610.7   (mgal)                       NAVD 88
 SB0030
 SB0030  VERT ORDER  -  FIRST     CLASS II
 SB0030
 SB0030.The horizontal coordinates were scaled from a topographic map and have
 SB0030.an estimated accuracy of +/- 6 seconds.
 SB0030
 SB0030.The orthometric height was determined by differential leveling
 SB0030.and adjusted by the National Geodetic Survey in June 1991..
 SB0030
 SB0030.The geoid height was determined by GEOID03.
 SB0030
 SB0030.The dynamic height is computed by dividing the NAVD 88
 SB0030.geopotential number by the normal gravity value computed on the
 SB0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0030.degrees latitude (g = 980.6199 gals.).
 SB0030
 SB0030.The modeled gravity was interpolated from observed gravity values.
 SB0030
 SB0030;                    North         East    Units  Estimated Accuracy
 SB0030;SPC WA S     -   154,190.      503,420.      MT  (+/- 180 meters Scaled)
 SB0030
 SB0030                          SUPERSEDED SURVEY CONTROL
 SB0030
 SB0030  NGVD 29 (??/??/92)  358.162  (m)         1175.07   (f) ADJ UNCH    1 2
 SB0030
 SB0030.Superseded values are not recommended for survey control.
 SB0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0030.See file dsdata.txt to determine how the superseded data were derived.
 SB0030
 SB0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS944772(NAD 83)
 SB0030_MARKER: DB = BENCH MARK DISK
 SB0030_SETTING: 66 = SET IN ROCK OUTCROP
 SB0030_SP_SET: ROCK LEDGE
 SB0030_STAMPING: C 245 1944
 SB0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0030+STABILITY: POSITION/ELEVATION WELL
 SB0030
 SB0030  HISTORY     - Date     Condition        Report By
 SB0030  HISTORY     - 1944     MONUMENTED       CGS
 SB0030  HISTORY     - 1962     MARK NOT FOUND   NGS
 SB0030
 SB0030                          STATION DESCRIPTION
 SB0030
 SB0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0030'6.3 MI NE FROM SELAH.
 SB0030'6.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0030'STATION AT SELAH, YAKIMA COUNTY, 5-1/2 RAILS SOUTHWEST OF MILEPOST
 SB0030'100, AT THE SOUTHWEST END OF A ROCK CUT, 32 FEET EAST OF THE EAST
 SB0030'CORNER OF THE CONCRETE BASE OF SEMAPHORE 998, 13.5 FEET SOUTHEAST OF
 SB0030'THE SOUTHEAST RAIL, IN A ROCK LEDGE, AND 2 FEET ABOVE THE LEVEL OF THE
 SB0030'TRACK.  A STANDARD DISK, STAMPED C 245 1944.  NOTE-- THERE IS NO
 SB0030'LONGER A ROCK LEDGE IN THE VICINITY, NOR EVEN A ROCK WITHIN 30 FEET OF
 SB0030'THE TRACK THAT IS HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0553 ***********************************************************************
 SB0553  DESIGNATION -  C 246
 SB0553  PID         -  SB0553
 SB0553  STATE/COUNTY-  WA/KITTITAS
 SB0553  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 SB0553
 SB0553                         *CURRENT SURVEY CONTROL
 SB0553  ___________________________________________________________________
 SB0553* NAD 83(1986)-  46 54 49.     (N)    120 30 26.     (W)     SCALED    
 SB0553* NAVD 88     -       437.298  (meters)    1434.70   (feet)  ADJUSTED  
 SB0553  ___________________________________________________________________
 SB0553  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 SB0553  DYNAMIC HT  -         437.302 (meters)    1434.71  (feet)  COMP
 SB0553  MODELED GRAV-     980,609.9   (mgal)                       NAVD 88
 SB0553
 SB0553  VERT ORDER  -  FIRST     CLASS II
 SB0553
 SB0553.The horizontal coordinates were scaled from a topographic map and have
 SB0553.an estimated accuracy of +/- 6 seconds.
 SB0553
 SB0553.The orthometric height was determined by differential leveling
 SB0553.and adjusted by the National Geodetic Survey in June 1991..
 SB0553.WARNING-Repeat measurements at this control monument indicate possible
 SB0553.vertical movement.
 SB0553
 SB0553.The geoid height was determined by GEOID03.
 SB0553
 SB0553.The dynamic height is computed by dividing the NAVD 88
 SB0553.geopotential number by the normal gravity value computed on the
 SB0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0553.degrees latitude (g = 980.6199 gals.).
 SB0553
 SB0553.The modeled gravity was interpolated from observed gravity values.
 SB0553
 SB0553;                    North         East    Units  Estimated Accuracy
 SB0553;SPC WA S     -   175,650.      499,450.      MT  (+/- 180 meters Scaled)
 SB0553
 SB0553                          SUPERSEDED SURVEY CONTROL
 SB0553
 SB0553  NGVD 29 (??/??/92)  436.193  (m)         1431.08   (f) ADJ UNCH    1 2
 SB0553
 SB0553.Superseded values are not recommended for survey control.
 SB0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0553.See file dsdata.txt to determine how the superseded data were derived.
 SB0553
 SB0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS898985(NAD 83)
 SB0553_MARKER: DB = BENCH MARK DISK
 SB0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0553_STAMPING: C 246 1944
 SB0553_MARK LOGO: CGS   
 SB0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0553+STABILITY: SURFACE MOTION
 SB0553
 SB0553  HISTORY     - Date     Condition        Report By
 SB0553  HISTORY     - 1944     MONUMENTED       CGS
 SB0553  HISTORY     - 1949     GOOD             NGS
 SB0553  HISTORY     - 1982     GOOD             NGS
 SB0553
 SB0553                          STATION DESCRIPTION
 SB0553
 SB0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0553'6.1 MI S FROM ELLENSBURG.
 SB0553'6.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0553'ELLENSBURG, KITTITAS COUNTY, 1.3 MILES SOUTH OF THE STATION AT THRALL,
 SB0553'8 RAILS SOUTHEAST OF MILEPOST 121, ON THE SOUTH SLOPE OF A HILL, ON
 SB0553'THE NORTHWEST BANK OF A SMALL DRAW, 35 FEET NORTHEAST OF THE NORTHEAST
 SB0553'RAIL, 1.8 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND 8 FEET
 SB0553'ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK STAMPED C 246 1944 AND
 SB0553'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 SB0553
 SB0553                          STATION RECOVERY (1982)
 SB0553
 SB0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0373 ***********************************************************************
 SX0373  DESIGNATION -  C 247 RESET
 SX0373  PID         -  SX0373
 SX0373  STATE/COUNTY-  WA/KITTITAS
 SX0373  USGS QUAD   -  TEANAWAY (1985)
 SX0373
 SX0373                         *CURRENT SURVEY CONTROL
 SX0373  ___________________________________________________________________
 SX0373* NAD 83(1998)-  47 11 38.22048(N)    120 48 05.85006(W)     ADJUSTED  
 SX0373* NAVD 88     -       583.146  (meters)    1913.20   (feet)  ADJUSTED  
 SX0373  ___________________________________________________________________
 SX0373  X           -  -2,223,537.517 (meters)                     COMP
 SX0373  Y           -  -3,729,778.370 (meters)                     COMP
 SX0373  Z           -   4,656,856.962 (meters)                     COMP
 SX0373  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 SX0373  ELLIP HEIGHT-         563.84  (meters)          (07/05/01) GPS OBS
 SX0373  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 SX0373  DYNAMIC HT  -         583.158 (meters)    1913.24  (feet)  COMP
 SX0373  MODELED GRAV-     980,613.7   (mgal)                       NAVD 88
 SX0373
 SX0373  HORZ ORDER  -  FIRST
 SX0373  VERT ORDER  -  FIRST     CLASS II
 SX0373  ELLP ORDER  -  FOURTH    CLASS II
 SX0373
 SX0373.The horizontal coordinates were established by GPS observations
 SX0373.and adjusted by the National Geodetic Survey in July 2001..
 SX0373.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX0373.DATUM ITEM on the data sheet items page.
 SX0373
 SX0373.The orthometric height was determined by differential leveling
 SX0373.and adjusted by the National Geodetic Survey in June 1991..
 SX0373.WARNING-GPS observations at this control monument resulted in a GPS
 SX0373.derived orthometric height which differed from the leveled height by
 SX0373.more than one decimeter (0.1 meter).
 SX0373
 SX0373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX0373
 SX0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0373
 SX0373.The ellipsoidal height was determined by GPS observations
 SX0373.and is referenced to NAD 83.
 SX0373
 SX0373.The geoid height was determined by GEOID03.
 SX0373
 SX0373.The dynamic height is computed by dividing the NAVD 88
 SX0373.geopotential number by the normal gravity value computed on the
 SX0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0373.degrees latitude (g = 980.6199 gals.).
 SX0373
 SX0373.The modeled gravity was interpolated from observed gravity values.
 SX0373
 SX0373;                    North         East     Units Scale Factor Converg.
 SX0373;SPC WA S     -   206,857.867   477,143.471   MT  0.99997109   -0 13 08.8
 SX0373;SPC WA S     -   678,666.19  1,565,428.20   sFT  0.99997109   -0 13 08.8
 SX0373;UTM  10      - 5,229,061.801   666,523.881   MT  0.99994081   +1 36 47.6
 SX0373
 SX0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0373!SPC WA S     -   0.99991163  x   0.99997109  =   0.99988272
 SX0373!UTM  10      -   0.99991163  x   0.99994081  =   0.99985244
 SX0373
 SX0373                          SUPERSEDED SURVEY CONTROL
 SX0373
 SX0373  NAD 83(1991)-  47 11 38.21901(N)    120 48 05.85073(W) AD(       ) 1
 SX0373  ELLIP H (06/21/95)  563.98   (m)                       GP(       ) 4 2
 SX0373  NAVD 88 (12/18/95)  583.15   (m)         1913.2    (f) LEVELING    3  
 SX0373  NGVD 29 (??/??/??)  582.02   (m)         1909.5    (f) RESET       3  
 SX0373
 SX0373.Superseded values are not recommended for survey control.
 SX0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0373.See file dsdata.txt to determine how the superseded data were derived.
 SX0373
 SX0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6652429062(NAD 83)
 SX0373_MARKER: DB = BENCH MARK DISK
 SX0373_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0373_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0373_STAMPING: C 247 RESET 1958
 SX0373_MARK LOGO: CGS   
 SX0373_PROJECTION: PROJECTING 10 CENTIMETERS
 SX0373_MAGNETIC: P = MARKER IS A STEEL PIPE
 SX0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX0373+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1993
 SX0373
 SX0373  HISTORY     - Date     Condition        Report By
 SX0373  HISTORY     - 1958     MONUMENTED       CGS
 SX0373  HISTORY     - 1982     GOOD             NGS
 SX0373  HISTORY     - 1988     GOOD             USPSQD
 SX0373  HISTORY     - 19931105 GOOD             MSI
 SX0373
 SX0373                          STATION DESCRIPTION
 SX0373
 SX0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SX0373'7.2 MI E FROM CLE ELUM.
 SX0373'7.2 MILES EAST ALONG U.S. HIGHWAY 10 AND 97 FROM THE NORTHERN PACIFIC
 SX0373'RAILWAY STATION AT CLE ELUM, ABOUT 3 MILES NORTHEAST OF THE JUNCTION
 SX0373'OF THE HIGHWAYS, 74 FEET NORTH OF THE CENTER OF THE HIGHWAY, 3 FEET
 SX0373'WEST OF A GATE, 1.4 FEET SOUTH OF THE FENCE, BRAZED TO THE TOP OF A
 SX0373'2-INCH IRON PIPE THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 SX0373
 SX0373                          STATION RECOVERY (1982)
 SX0373
 SX0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0373'11.1 KM (6.9 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0373'CLE ELUM, 0.1 KM (0.05 MI) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 SX0373'WOODEN FENCE SURROUNDING A STOCKYARD, IN LINE WITH A ROW OF POWER LINE
 SX0373'POLES, 0.8 KM (0.5 MI) NORTHEAST OF HIGHWAY MILEPOST 5, 30.0 METERS
 SX0373'(98 FT) NORTH OF THE HIGHWAY CENTERLINE, 1 METERS (3.3 FT) WEST OF THE
 SX0373'WEST GATE POST, 0.3 METER (1 FT) SOUTH OF THE RIGHT OF WAY FENCE, 4
 SX0373'METERS (13 FT) EAST OF THE CENTERLINE OF AN ENTRANCE ROAD TO A FIELD.
 SX0373'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 SX0373'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 SX0373
 SX0373                          STATION RECOVERY (1988)
 SX0373
 SX0373'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 SX0373'RECOVERED IN GOOD CONDITION.
 SX0373
 SX0373                          STATION RECOVERY (1993)
 SX0373
 SX0373'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SX0373'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0782 ***********************************************************************
 SX0782  DESIGNATION -  C 249
 SX0782  PID         -  SX0782
 SX0782  STATE/COUNTY-  WA/KING
 SX0782  USGS QUAD   -  GREENWATER (1986)
 SX0782
 SX0782                         *CURRENT SURVEY CONTROL
 SX0782  ___________________________________________________________________
 SX0782* NAD 83(1986)-  47 13 55.     (N)    121 42 13.     (W)     SCALED    
 SX0782* NAVD 88     -       376.315  (meters)    1234.63   (feet)  ADJUSTED  
 SX0782  ___________________________________________________________________
 SX0782  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SX0782  DYNAMIC HT  -         376.318 (meters)    1234.64  (feet)  COMP
 SX0782  MODELED GRAV-     980,611.4   (mgal)                       NAVD 88
 SX0782
 SX0782  VERT ORDER  -  FIRST     CLASS II
 SX0782
 SX0782.The horizontal coordinates were scaled from a topographic map and have
 SX0782.an estimated accuracy of +/- 6 seconds.
 SX0782
 SX0782.The orthometric height was determined by differential leveling
 SX0782.and adjusted by the National Geodetic Survey in June 1991..
 SX0782
 SX0782.The geoid height was determined by GEOID03.
 SX0782
 SX0782.The dynamic height is computed by dividing the NAVD 88
 SX0782.geopotential number by the normal gravity value computed on the
 SX0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0782.degrees latitude (g = 980.6199 gals.).
 SX0782
 SX0782.The modeled gravity was interpolated from observed gravity values.
 SX0782
 SX0782;                    North         East    Units  Estimated Accuracy
 SX0782;SPC WA N     -    26,160.      434,100.      MT  (+/- 180 meters Scaled)
 SX0782
 SX0782                          SUPERSEDED SURVEY CONTROL
 SX0782
 SX0782  NGVD 29 (??/??/92)  375.175  (m)         1230.89   (f) ADJ UNCH    1 2
 SX0782
 SX0782.Superseded values are not recommended for survey control.
 SX0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0782.See file dsdata.txt to determine how the superseded data were derived.
 SX0782
 SX0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET981317(NAD 83)
 SX0782_MARKER: DB = BENCH MARK DISK
 SX0782_SETTING: 80 = SET IN A BOULDER
 SX0782_STAMPING: C 249 1944
 SX0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0782+STABILITY: SURFACE MOTION
 SX0782
 SX0782  HISTORY     - Date     Condition        Report By
 SX0782  HISTORY     - 1944     MONUMENTED       CGS
 SX0782  HISTORY     - 1984     MARK NOT FOUND   USGS
 SX0782
 SX0782                          STATION DESCRIPTION
 SX0782
 SX0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0782'0.6 MI E FROM HUMPHREY.
 SX0782'0.6 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SX0782'HUMPHREY, KING COUNTY, 24-3/4 RAILS WEST OF MILEPOST 70, 12 FEET SOUTH
 SX0782'OF THE SOUTH RAIL, IN THE TOP OF A BOULDER ON THE NORTH SLOPE OF A
 SX0782'HILL, NEAR THE WEST END OF THE BOULDER, SOUTH ACROSS THE TRACK FROM
 SX0782'POLE 1606, AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.  A STANDARD
 SX0782'DISK, STAMPED C 249 1944.
 SX0782
 SX0782                          STATION RECOVERY (1984)
 SX0782
 SX0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 SX0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0819 ***********************************************************************
 SA0819  DESIGNATION -  C 250
 SA0819  PID         -  SA0819
 SA0819  STATE/COUNTY-  WA/FRANKLIN
 SA0819  USGS QUAD   -  GLADE (1992)
 SA0819
 SA0819                         *CURRENT SURVEY CONTROL
 SA0819  ___________________________________________________________________
 SA0819* NAD 83(1986)-  46 20 15.     (N)    119 06 37.     (W)     SCALED    
 SA0819* NAVD 88     -       151.314  (meters)     496.44   (feet)  ADJUSTED  
 SA0819  ___________________________________________________________________
 SA0819  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA0819  DYNAMIC HT  -         151.319 (meters)     496.45  (feet)  COMP
 SA0819  MODELED GRAV-     980,644.9   (mgal)                       NAVD 88
 SA0819
 SA0819  VERT ORDER  -  FIRST     CLASS II
 SA0819
 SA0819.The horizontal coordinates were scaled from a topographic map and have
 SA0819.an estimated accuracy of +/- 6 seconds.
 SA0819
 SA0819.The orthometric height was determined by differential leveling
 SA0819.and adjusted by the National Geodetic Survey in June 1991..
 SA0819
 SA0819.The geoid height was determined by GEOID03.
 SA0819
 SA0819.The dynamic height is computed by dividing the NAVD 88
 SA0819.geopotential number by the normal gravity value computed on the
 SA0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0819.degrees latitude (g = 980.6199 gals.).
 SA0819
 SA0819.The modeled gravity was interpolated from observed gravity values.
 SA0819
 SA0819;                    North         East    Units  Estimated Accuracy
 SA0819;SPC WA S     -   112,560.      606,980.      MT  (+/- 180 meters Scaled)
 SA0819
 SA0819                          SUPERSEDED SURVEY CONTROL
 SA0819
 SA0819  NGVD 29 (??/??/92)  150.285  (m)          493.06   (f) ADJ UNCH    1 2
 SA0819
 SA0819.Superseded values are not recommended for survey control.
 SA0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0819.See file dsdata.txt to determine how the superseded data were derived.
 SA0819
 SA0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM375337(NAD 83)
 SA0819_MARKER: DB = BENCH MARK DISK
 SA0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0819_STAMPING: C 250 1944
 SA0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0819+STABILITY: SURFACE MOTION
 SA0819
 SA0819  HISTORY     - Date     Condition        Report By
 SA0819  HISTORY     - 1944     MONUMENTED       CGS
 SA0819  HISTORY     - 1973     GOOD             USGS
 SA0819  HISTORY     - 1981     MARK NOT FOUND   NGS
 SA0819  HISTORY     - 19901002 MARK NOT FOUND   USPSQD
 SA0819
 SA0819                          STATION DESCRIPTION
 SA0819
 SA0819'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SA0819'IN GLADE.
 SA0819'PASCO COURTHOUSE, NORTH ON N. FOURTH AVE. 6.8 MILES TO CROSS ROADS,
 SA0819'TURN RIGHT, EAST 0.4 MILE TO GRX, CONTINUE 0.05 MILE TO T-RD. TURN
 SA0819'LEFT, NE ON SURFACED RD. (FORMER 395) 1.05 MILE (7.6 MILES NORTH ALONG
 SA0819'THE BURLINGTON NORTHERN RR FROM STATION AT PASCO) 335 FT SOUTH OF
 SA0819'MILEPOST 138, 193 FT. NW OF SURFACED ROAD, 125 FT. SOUTH OF SIGN
 SA0819'GLADE, 34.5 FT SE OF E. RAIL OF MAIN TRACK AND 2.5 FT LOWER.  SET IN A
 SA0819'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.  A STANDARD DISK
 SA0819'STAMPED C 250 1944.
 SA0819
 SA0819                          STATION RECOVERY (1981)
 SA0819
 SA0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0819'BELIEVED DESTROYED, AREA HAS BEEN GRADED.
 SA0819
 SA0819                          STATION RECOVERY (1990)
 SA0819
 SA0819'RECOVERY NOTE BY US POWER SQUADRON 1990 (ALM)
 SA0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0583 ***********************************************************************
 SA0583  DESIGNATION -  C 251
 SA0583  PID         -  SA0583
 SA0583  STATE/COUNTY-  WA/FRANKLIN
 SA0583  USGS QUAD   -  FRISCHKNECHT (1970)
 SA0583
 SA0583                         *CURRENT SURVEY CONTROL
 SA0583  ___________________________________________________________________
 SA0583* NAD 83(1986)-  46 38 14.     (N)    118 53 34.     (W)     SCALED    
 SA0583* NAVD 88     -       237.188  (meters)     778.17   (feet)  ADJUSTED  
 SA0583  ___________________________________________________________________
 SA0583  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA0583  DYNAMIC HT  -         237.195 (meters)     778.20  (feet)  COMP
 SA0583  MODELED GRAV-     980,638.2   (mgal)                       NAVD 88
 SA0583
 SA0583  VERT ORDER  -  FIRST     CLASS II
 SA0583
 SA0583.The horizontal coordinates were scaled from a topographic map and have
 SA0583.an estimated accuracy of +/- 6 seconds.
 SA0583
 SA0583.The orthometric height was determined by differential leveling
 SA0583.and adjusted by the National Geodetic Survey in June 1991..
 SA0583
 SA0583.The geoid height was determined by GEOID03.
 SA0583
 SA0583.The dynamic height is computed by dividing the NAVD 88
 SA0583.geopotential number by the normal gravity value computed on the
 SA0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0583.degrees latitude (g = 980.6199 gals.).
 SA0583
 SA0583.The modeled gravity was interpolated from observed gravity values.
 SA0583
 SA0583;                    North         East    Units  Estimated Accuracy
 SA0583;SPC WA S     -   146,180.      623,050.      MT  (+/- 180 meters Scaled)
 SA0583
 SA0583                          SUPERSEDED SURVEY CONTROL
 SA0583
 SA0583  NGVD 29 (??/??/92)  236.104  (m)          774.62   (f) ADJ UNCH    1 2
 SA0583
 SA0583.Superseded values are not recommended for survey control.
 SA0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0583.See file dsdata.txt to determine how the superseded data were derived.
 SA0583
 SA0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM551665(NAD 83)
 SA0583_MARKER: DB = BENCH MARK DISK
 SA0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0583_SP_SET: ABUTMENT
 SA0583_STAMPING: C 251 1944
 SA0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0583
 SA0583  HISTORY     - Date     Condition        Report By
 SA0583  HISTORY     - 1944     MONUMENTED       CGS
 SA0583  HISTORY     - 1976     GOOD             LOCENG
 SA0583
 SA0583                          STATION DESCRIPTION
 SA0583
 SA0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0583'2.5 MI SW FROM CONNELL.
 SA0583'2.5 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0583'STATION AT CONNELL, FRANKLIN COUNTY, ABOUT 0.4 MILE NORTHEAST OF
 SA0583'MILEPOST 113, ABOUT 5 POLES SOUTHWEST OF SIGNAL 1124, AT BRIDGE 112,
 SA0583'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT, AND 5.6
 SA0583'FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD DISK, STAMPED C 251
 SA0583'1944.
 SA0583
 SA0583                          STATION RECOVERY (1976)
 SA0583
 SA0583'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 SA0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0571 ***********************************************************************
 SY0571  DESIGNATION -  C 252
 SY0571  PID         -  SY0571
 SY0571  STATE/COUNTY-  WA/KING
 SY0571  USGS QUAD   -  AUBURN (1994)
 SY0571
 SY0571                         *CURRENT SURVEY CONTROL
 SY0571  ___________________________________________________________________
 SY0571* NAD 83(1986)-  47 17 40.     (N)    122 13 42.     (W)     SCALED    
 SY0571* NAVD 88     -        29.661  (meters)      97.31   (feet)  ADJUSTED  
 SY0571  ___________________________________________________________________
 SY0571  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SY0571  DYNAMIC HT  -          29.665 (meters)      97.33  (feet)  COMP
 SY0571  MODELED GRAV-     980,752.5   (mgal)                       NAVD 88
 SY0571
 SY0571  VERT ORDER  -  FIRST     CLASS I
 SY0571
 SY0571.The horizontal coordinates were scaled from a topographic map and have
 SY0571.an estimated accuracy of +/- 6 seconds.
 SY0571
 SY0571.The orthometric height was determined by differential leveling
 SY0571.and adjusted by the National Geodetic Survey in June 1991..
 SY0571
 SY0571.The geoid height was determined by GEOID03.
 SY0571
 SY0571.The dynamic height is computed by dividing the NAVD 88
 SY0571.geopotential number by the normal gravity value computed on the
 SY0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0571.degrees latitude (g = 980.6199 gals.).
 SY0571
 SY0571.The modeled gravity was interpolated from observed gravity values.
 SY0571
 SY0571;                    North         East    Units  Estimated Accuracy
 SY0571;SPC WA N     -    33,690.      394,490.      MT  (+/- 180 meters Scaled)
 SY0571
 SY0571                          SUPERSEDED SURVEY CONTROL
 SY0571
 SY0571  NGVD 29 (??/??/??)   28.587  (m)           93.79   (f) ADJUSTED    1 1
 SY0571
 SY0571.Superseded values are not recommended for survey control.
 SY0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0571.See file dsdata.txt to determine how the superseded data were derived.
 SY0571
 SY0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET583381(NAD 83)
 SY0571_MARKER: DB = BENCH MARK DISK
 SY0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0571_STAMPING: C 252 1944
 SY0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0571+STABILITY: SURFACE MOTION
 SY0571
 SY0571  HISTORY     - Date     Condition        Report By
 SY0571  HISTORY     - 1944     MONUMENTED       CGS
 SY0571  HISTORY     - 1965     GOOD             CGS
 SY0571  HISTORY     - 1978     MARK NOT FOUND   USGS
 SY0571  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY0571
 SY0571                          STATION DESCRIPTION
 SY0571
 SY0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0571'0.95 MI S FROM AUBURN.
 SY0571'0.95 MILE SOUTH ALONG A STREET FROM THE INTERSECTION OF MAIN STREET AT
 SY0571'AUBURN, IN THE SOUTHEAST CORNER OF THE JUNCTION OF 16TH STREET SE, 23
 SY0571'FEET EAST OF THE CENTER LINE OF A STREET, 32 FEET SOUTH OF THE CENTER
 SY0571'LINE OF 16TH STREET SE, 4.3 FEET SOUTHEAST OF AN AUBURN SERVICE CLUB
 SY0571'SIGN, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE STREET,
 SY0571'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SY0571'GROUND.
 SY0571
 SY0571                          STATION RECOVERY (1978)
 SY0571
 SY0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SY0571'MARK NOT FOUND.
 SY0571
 SY0571                          STATION RECOVERY (1987)
 SY0571
 SY0571'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1368 ***********************************************************************
 SY1368  DESIGNATION -  C 253
 SY1368  PID         -  SY1368
 SY1368  STATE/COUNTY-  WA/MASON
 SY1368  USGS QUAD   -  UNION (1985)
 SY1368
 SY1368                         *CURRENT SURVEY CONTROL
 SY1368  ___________________________________________________________________
 SY1368* NAD 83(1986)-  47 15 27.     (N)    123 01 38.     (W)     SCALED    
 SY1368* NAVD 88     -         5.869  (meters)      19.26   (feet)  POSTED    
 SY1368  ___________________________________________________________________
 SY1368  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 SY1368  DYNAMIC HT  -           5.870 (meters)      19.26  (feet)  COMP
 SY1368  MODELED GRAV-     980,796.6   (mgal)                       NAVD 88
 SY1368
 SY1368  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1368
 SY1368.The horizontal coordinates were scaled from a topographic map and have
 SY1368.an estimated accuracy of +/- 6 seconds.
 SY1368
 SY1368.The orthometric height was determined by differential leveling
 SY1368.and adjusted by the National Geodetic Survey in 1992..
 SY1368.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1368.rate of 0.0 thru 1.0 mm/km.
 SY1368
 SY1368.The geoid height was determined by GEOID03.
 SY1368
 SY1368.The dynamic height is computed by dividing the NAVD 88
 SY1368.geopotential number by the normal gravity value computed on the
 SY1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1368.degrees latitude (g = 980.6199 gals.).
 SY1368
 SY1368.The modeled gravity was interpolated from observed gravity values.
 SY1368
 SY1368;                    North         East    Units  Estimated Accuracy
 SY1368;SPC WA S     -   216,940.      308,750.      MT  (+/- 180 meters Scaled)
 SY1368
 SY1368                          SUPERSEDED SURVEY CONTROL
 SY1368
 SY1368  NGVD 29 (??/??/??)    4.810  (m)           15.78   (f) ADJUSTED    1 2
 SY1368
 SY1368.Superseded values are not recommended for survey control.
 SY1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1368.See file dsdata.txt to determine how the superseded data were derived.
 SY1368
 SY1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT979337(NAD 83)
 SY1368_MARKER: DB = BENCH MARK DISK
 SY1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1368_STAMPING: C 253 1944
 SY1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1368+STABILITY: SURFACE MOTION
 SY1368
 SY1368  HISTORY     - Date     Condition        Report By
 SY1368  HISTORY     - 1944     MONUMENTED       CGS
 SY1368  HISTORY     - 1958     GOOD             CGS
 SY1368  HISTORY     - 1981     GOOD             NGS
 SY1368  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1368  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1368  HISTORY     - 19960323 MARK NOT FOUND   USPSQD
 SY1368
 SY1368                          STATION DESCRIPTION
 SY1368
 SY1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SY1368'5.2 MI NE FROM SHELTON.
 SY1368'5.2 MILES NORTHEAST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY1368'SHELTON, MASON COUNTY, AT THE JUNCTION OF A PRIVATE ROAD LEADING
 SY1368'NORTHWEST, 28.6 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23.7
 SY1368'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 52.6 FEET NORTHWEST OF
 SY1368'TELEPHONE POLE 138, AT THE FENCE LINE, AND 1.8 FEET NORTHEAST OF A
 SY1368'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 253 1944 AND
 SY1368'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE
 SY1368'WITNESS POST IS MISSING.
 SY1368
 SY1368                          STATION RECOVERY (1981)
 SY1368
 SY1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SY1368'5.2 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 SY1368'SHELTON TO MILE POSTS AND THE MARK ON THE RIGHT 59 FEET SOUTH WEST OF
 SY1368'MILEPOSTS, 71 FEET SOUTH OF THE CORNER IN THE RIGHT OF WAY FENCE, 43
 SY1368'FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 3
 SY1368
 SY1368                          STATION RECOVERY (1988)
 SY1368
 SY1368'RECOVERY NOTE BY US POWER SQUADRON 1988 (EBO)
 SY1368'MARK NOT FOUND.
 SY1368
 SY1368                          STATION RECOVERY (1988)
 SY1368
 SY1368'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1368'MARK NOT FOUND.
 SY1368
 SY1368                          STATION RECOVERY (1996)
 SY1368
 SY1368'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0828 ***********************************************************************
 SY0828  DESIGNATION -  C 254
 SY0828  PID         -  SY0828
 SY0828  STATE/COUNTY-  WA/KITSAP
 SY0828  USGS QUAD   -  BELFAIR (1994)
 SY0828
 SY0828                         *CURRENT SURVEY CONTROL
 SY0828  ___________________________________________________________________
 SY0828* NAD 83(1986)-  47 29 13.     (N)    122 46 36.     (W)     SCALED    
 SY0828* NAVD 88     -       131.257  (meters)     430.63   (feet)  POSTED    
 SY0828  ___________________________________________________________________
 SY0828  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 SY0828  DYNAMIC HT  -         131.280 (meters)     430.71  (feet)  COMP
 SY0828  MODELED GRAV-     980,806.1   (mgal)                       NAVD 88
 SY0828
 SY0828  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0828
 SY0828.The horizontal coordinates were scaled from a topographic map and have
 SY0828.an estimated accuracy of +/- 6 seconds.
 SY0828
 SY0828.The orthometric height was determined by differential leveling
 SY0828.and adjusted by the National Geodetic Survey in 1992..
 SY0828.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0828.rate of 0.0 thru 1.0 mm/km.
 SY0828
 SY0828.The geoid height was determined by GEOID03.
 SY0828
 SY0828.The dynamic height is computed by dividing the NAVD 88
 SY0828.geopotential number by the normal gravity value computed on the
 SY0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0828.degrees latitude (g = 980.6199 gals.).
 SY0828
 SY0828.The modeled gravity was interpolated from observed gravity values.
 SY0828
 SY0828;                    North         East    Units  Estimated Accuracy
 SY0828;SPC WA N     -    55,990.      353,560.      MT  (+/- 180 meters Scaled)
 SY0828
 SY0828                          SUPERSEDED SURVEY CONTROL
 SY0828
 SY0828  NGVD 29 (??/??/??)  130.191  (m)          427.13   (f) ADJUSTED    1 2
 SY0828
 SY0828.Superseded values are not recommended for survey control.
 SY0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0828.See file dsdata.txt to determine how the superseded data were derived.
 SY0828
 SY0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET168593(NAD 83)
 SY0828_MARKER: DB = BENCH MARK DISK
 SY0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0828_STAMPING: C 254 1944
 SY0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0828+STABILITY: SURFACE MOTION
 SY0828
 SY0828  HISTORY     - Date     Condition        Report By
 SY0828  HISTORY     - 1944     MONUMENTED       CGS
 SY0828  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 SY0828
 SY0828                          STATION DESCRIPTION
 SY0828
 SY0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0828'3.7 MI NE FROM BELFAIR.
 SY0828'IN KITSAP COUNTY, 3.7 MILES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE
 SY0828'POST OFFICE AT BELFAIR, MASON COUNTY, 0.1 MILE NORTHEAST OF A
 SY0828'PROMINENT CUT SOUTHEAST OF THE HIGHWAY, 44.5 FEET SOUTHEAST OF THE
 SY0828'CENTERLINE OF THE HIGHWAY, 19 FEET SOUTHWEST OF TELEPHONE POLE 135,
 SY0828'4.5 FEET NORTHWEST OF A FENCE, AND 2 FEET NORTHEAST OF A WHITE WOODEN
 SY0828'WITNESS POST.  A STANDARD DISK, STAMPED C 254 1944 AND SET IN THE TOP
 SY0828'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 SY0828
 SY0828                          STATION RECOVERY (1996)
 SY0828
 SY0828'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0962 ***********************************************************************
 SY0962  DESIGNATION -  C 255
 SY0962  PID         -  SY0962
 SY0962  STATE/COUNTY-  WA/KITSAP
 SY0962  USGS QUAD   -  POULSBO (1981)
 SY0962
 SY0962                         *CURRENT SURVEY CONTROL
 SY0962  ___________________________________________________________________
 SY0962* NAD 83(1986)-  47 42 03.     (N)    122 38 52.     (W)     SCALED    
 SY0962* NAVD 88     -        25.555  (meters)      83.84   (feet)  POSTED    
 SY0962  ___________________________________________________________________
 SY0962  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 SY0962  DYNAMIC HT  -          25.560 (meters)      83.86  (feet)  COMP
 SY0962  MODELED GRAV-     980,769.4   (mgal)                       NAVD 88
 SY0962
 SY0962  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0962
 SY0962.The horizontal coordinates were scaled from a topographic map and have
 SY0962.an estimated accuracy of +/- 6 seconds.
 SY0962
 SY0962.The orthometric height was determined by differential leveling
 SY0962.and adjusted by the National Geodetic Survey in 1992..
 SY0962.No vertical observational check was made to the station.
 SY0962.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0962.was located on a no-check spur therefore a value was not computed.
 SY0962
 SY0962.The geoid height was determined by GEOID03.
 SY0962
 SY0962.The dynamic height is computed by dividing the NAVD 88
 SY0962.geopotential number by the normal gravity value computed on the
 SY0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0962.degrees latitude (g = 980.6199 gals.).
 SY0962
 SY0962.The modeled gravity was interpolated from observed gravity values.
 SY0962
 SY0962;                    North         East    Units  Estimated Accuracy
 SY0962;SPC WA N     -    79,530.      363,830.      MT  (+/- 180 meters Scaled)
 SY0962
 SY0962                          SUPERSEDED SURVEY CONTROL
 SY0962
 SY0962  NGVD 29 (??/??/??)   24.480  (m)           80.31   (f) ADJUSTED    1 2
 SY0962
 SY0962.Superseded values are not recommended for survey control.
 SY0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0962.See file dsdata.txt to determine how the superseded data were derived.
 SY0962
 SY0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET264831(NAD 83)
 SY0962_MARKER: DB = BENCH MARK DISK
 SY0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0962_STAMPING: C 255 1944
 SY0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0962+STABILITY: SURFACE MOTION
 SY0962
 SY0962  HISTORY     - Date     Condition        Report By
 SY0962  HISTORY     - 1944     MONUMENTED       CGS
 SY0962  HISTORY     - 19970421 MARK NOT FOUND   USPSQD
 SY0962
 SY0962                          STATION DESCRIPTION
 SY0962
 SY0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0962'1.4 MI W FROM KEYPORT.
 SY0962'1.4 MILES WEST ALONG STATE HIGHWAY 21 FROM THE MAIN ENTRANCE TO THE
 SY0962'NAVAL TORPEDO STATION AT KEYPORT, KITSAP COUNTY, AT THE JUNCTION OF A
 SY0962'PRIVATE ROAD LEADING NORTHEAST, 76.4 FEET NORTHEAST OF THE CENTERLINE
 SY0962'OF THE HIGHWAY, 19.6 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 9.8
 SY0962'FEET SOUTH OF A LARGE TWIN OAK TREE, AND 1.6 FEET SOUTHWEST OF A WHITE
 SY0962'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 255 1944 AND SET IN
 SY0962'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 SY0962
 SY0962                          STATION RECOVERY (1997)
 SY0962
 SY0962'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0934 ***********************************************************************
 SY0934  DESIGNATION -  C 256
 SY0934  PID         -  SY0934
 SY0934  STATE/COUNTY-  WA/KITSAP
 SY0934  USGS QUAD   -  BREMERTON WEST (1981)
 SY0934
 SY0934                         *CURRENT SURVEY CONTROL
 SY0934  ___________________________________________________________________
 SY0934* NAD 83(1986)-  47 35 23.     (N)    122 41 35.     (W)     SCALED    
 SY0934* NAVD 88     -        40.376  (meters)     132.47   (feet)  POSTED    
 SY0934  ___________________________________________________________________
 SY0934  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 SY0934  DYNAMIC HT  -          40.380 (meters)     132.48  (feet)  COMP
 SY0934  MODELED GRAV-     980,797.0   (mgal)                       NAVD 88
 SY0934
 SY0934  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0934
 SY0934.The horizontal coordinates were scaled from a topographic map and have
 SY0934.an estimated accuracy of +/- 6 seconds.
 SY0934
 SY0934.The orthometric height was determined by differential leveling
 SY0934.and adjusted by the National Geodetic Survey in 1992..
 SY0934.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0934.rate of 0.0 thru 1.0 mm/km.
 SY0934
 SY0934.The geoid height was determined by GEOID03.
 SY0934
 SY0934.The dynamic height is computed by dividing the NAVD 88
 SY0934.geopotential number by the normal gravity value computed on the
 SY0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0934.degrees latitude (g = 980.6199 gals.).
 SY0934
 SY0934.The modeled gravity was interpolated from observed gravity values.
 SY0934
 SY0934;                    North         East    Units  Estimated Accuracy
 SY0934;SPC WA N     -    67,260.      360,140.      MT  (+/- 180 meters Scaled)
 SY0934
 SY0934                          SUPERSEDED SURVEY CONTROL
 SY0934
 SY0934  NGVD 29 (??/??/??)   39.307  (m)          128.96   (f) ADJUSTED    1 2
 SY0934
 SY0934.Superseded values are not recommended for survey control.
 SY0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0934.See file dsdata.txt to determine how the superseded data were derived.
 SY0934
 SY0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET230707(NAD 83)
 SY0934_MARKER: DB = BENCH MARK DISK
 SY0934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0934_SP_SET: PLATFORM
 SY0934_STAMPING: C 256 1944
 SY0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0934
 SY0934  HISTORY     - Date     Condition        Report By
 SY0934  HISTORY     - 1944     MONUMENTED       CGS
 SY0934  HISTORY     - 1975     MARK NOT FOUND   NGS
 SY0934
 SY0934                          STATION DESCRIPTION
 SY0934
 SY0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0934'IN NAVAL AMMUNITION DEPOT.
 SY0934'AT NAVAL AMMUNITION DEPOT, KITSAP COUNTY, AT BUILDING 85, 19.2 FEET
 SY0934'NORTH-NORTHEAST OF THE SOUTHEAST CORNER, 9.6 FEET SOUTHEAST OF THE
 SY0934'SOUTH FACING OF THE SOUTH DOOR, IN THE SOUTHEAST CORNER OF THE LOADING
 SY0934'PLATFORM, AND 5 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK. A
 SY0934'STANDARD DISK, STAMPED C 256 1944.
 SY0934
 SY0934                          STATION RECOVERY (1975)
 SY0934
 SY0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SY0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0581 ***********************************************************************
 TR0581  DESIGNATION -  C 257
 TR0581  PID         -  TR0581
 TR0581  STATE/COUNTY-  WA/JEFFERSON
 TR0581  USGS QUAD   -  NORDLAND (1973)
 TR0581
 TR0581                         *CURRENT SURVEY CONTROL
 TR0581  ___________________________________________________________________
 TR0581* NAD 83(1986)-  48 02 26.     (N)    122 43 40.     (W)     SCALED    
 TR0581* NAVD 88     -        60.837  (meters)     199.60   (feet)  ADJUSTED  
 TR0581  ___________________________________________________________________
 TR0581  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 TR0581  DYNAMIC HT  -          60.852 (meters)     199.65  (feet)  COMP
 TR0581  MODELED GRAV-     980,860.3   (mgal)                       NAVD 88
 TR0581
 TR0581  VERT ORDER  -  FIRST     CLASS II
 TR0581
 TR0581.The horizontal coordinates were scaled from a topographic map and have
 TR0581.an estimated accuracy of +/- 6 seconds.
 TR0581
 TR0581.The orthometric height was determined by differential leveling
 TR0581.and adjusted by the National Geodetic Survey in June 1991..
 TR0581
 TR0581.The geoid height was determined by GEOID03.
 TR0581
 TR0581.The dynamic height is computed by dividing the NAVD 88
 TR0581.geopotential number by the normal gravity value computed on the
 TR0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0581.degrees latitude (g = 980.6199 gals.).
 TR0581
 TR0581.The modeled gravity was interpolated from observed gravity values.
 TR0581
 TR0581;                    North         East    Units  Estimated Accuracy
 TR0581;SPC WA N     -   117,430.      358,760.      MT  (+/- 180 meters Scaled)
 TR0581
 TR0581                          SUPERSEDED SURVEY CONTROL
 TR0581
 TR0581  NGVD 29 (??/??/92)   59.713  (m)          195.91   (f) ADJ UNCH    1 2
 TR0581
 TR0581.Superseded values are not recommended for survey control.
 TR0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0581.See file dsdata.txt to determine how the superseded data were derived.
 TR0581
 TR0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU202208(NAD 83)
 TR0581_MARKER: DB = BENCH MARK DISK
 TR0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0581_SP_SET: RETAINING WALL
 TR0581_STAMPING: C 257 1944
 TR0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0581
 TR0581  HISTORY     - Date     Condition        Report By
 TR0581  HISTORY     - 1944     MONUMENTED       CGS
 TR0581
 TR0581                          STATION DESCRIPTION
 TR0581
 TR0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TR0581'IN INDIAN ISLAND.
 TR0581'ON INDIAN ISLAND, 0.5 MILE NORTH ALONG THE MAIN NORTH-SOUTH ROAD FROM
 TR0581'THE MAIN GATE, SET IN THE WEST CORNER OF THE NORTH RETAINING WALL OF
 TR0581'BUILDING NO. 94, 38.8 FEET EAST OF CENTER-LINE OF THE ROAD, ABOUT 0.1
 TR0581'MILE NORTH OF A Y ROAD, 0.6 FOOT EAST OF THE WEST END OF WALL.  BENCH
 TR0581'MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0113 ***********************************************************************
 SW0113  DESIGNATION -  C 258
 SW0113  PID         -  SW0113
 SW0113  STATE/COUNTY-  WA/ADAMS
 SW0113  USGS QUAD   -  KARAKUL HILLS (1982)
 SW0113
 SW0113                         *CURRENT SURVEY CONTROL
 SW0113  ___________________________________________________________________
 SW0113* NAD 83(1986)-  47 13 35.     (N)    118 12 42.     (W)     SCALED    
 SW0113* NAVD 88     -       587.455  (meters)    1927.34   (feet)  ADJUSTED  
 SW0113  ___________________________________________________________________
 SW0113  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 SW0113  DYNAMIC HT  -         587.476 (meters)    1927.41  (feet)  COMP
 SW0113  MODELED GRAV-     980,631.2   (mgal)                       NAVD 88
 SW0113
 SW0113  VERT ORDER  -  FIRST     CLASS II
 SW0113
 SW0113.The horizontal coordinates were scaled from a topographic map and have
 SW0113.an estimated accuracy of +/- 6 seconds.
 SW0113
 SW0113.The orthometric height was determined by differential leveling
 SW0113.and adjusted by the National Geodetic Survey in June 1991..
 SW0113
 SW0113.The geoid height was determined by GEOID03.
 SW0113
 SW0113.The dynamic height is computed by dividing the NAVD 88
 SW0113.geopotential number by the normal gravity value computed on the
 SW0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0113.degrees latitude (g = 980.6199 gals.).
 SW0113
 SW0113.The modeled gravity was interpolated from observed gravity values.
 SW0113
 SW0113;                    North         East    Units  Estimated Accuracy
 SW0113;SPC WA S     -   212,930.      673,280.      MT  (+/- 180 meters Scaled)
 SW0113
 SW0113                          SUPERSEDED SURVEY CONTROL
 SW0113
 SW0113  NGVD 29 (??/??/92)  586.299  (m)         1923.55   (f) ADJ UNCH    1 2
 SW0113
 SW0113.Superseded values are not recommended for survey control.
 SW0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0113.See file dsdata.txt to determine how the superseded data were derived.
 SW0113
 SW0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN082310(NAD 83)
 SW0113_MARKER: DB = BENCH MARK DISK
 SW0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0113_STAMPING: C 258 1944
 SW0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0113+STABILITY: SURFACE MOTION
 SW0113
 SW0113  HISTORY     - Date     Condition        Report By
 SW0113  HISTORY     - 1944     MONUMENTED       CGS
 SW0113
 SW0113                          STATION DESCRIPTION
 SW0113
 SW0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SW0113'10.9 MI NE FROM RITZVILLE.
 SW0113'10.9 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SW0113'STATION, AT RITZVILLE, 2.7 MILES NORTHEAST OF TOKIO, ABOUT 2.9 MILES
 SW0113'SOUTHWEST OF KEYSTONE, AT RAILROAD MILEAGE 53.9, 45.5 FEET NORTHWEST
 SW0113'OF THE NORTHWEST RAIL, 3 FEET NORTH OF THE REFERENCE POST, PROJECTING
 SW0113'0.6 FOOT.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND
 SW0113'STAMPED C 258 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0676 ***********************************************************************
 SY0676  DESIGNATION -  C 260
 SY0676  PID         -  SY0676
 SY0676  STATE/COUNTY-  WA/PIERCE
 SY0676  USGS QUAD   -  TACOMA SOUTH (1994)
 SY0676
 SY0676                         *CURRENT SURVEY CONTROL
 SY0676  ___________________________________________________________________
 SY0676* NAD 83(1986)-  47 10 03.     (N)    122 29 38.     (W)     SCALED    
 SY0676* NAVD 88     -        85.422  (meters)     280.26   (feet)  ADJUSTED  
 SY0676  ___________________________________________________________________
 SY0676  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 SY0676  DYNAMIC HT  -          85.433 (meters)     280.29  (feet)  COMP
 SY0676  MODELED GRAV-     980,737.3   (mgal)                       NAVD 88
 SY0676
 SY0676  VERT ORDER  -  SECOND    CLASS 0
 SY0676
 SY0676.The horizontal coordinates were scaled from a topographic map and have
 SY0676.an estimated accuracy of +/- 6 seconds.
 SY0676
 SY0676.The orthometric height was determined by differential leveling
 SY0676.and adjusted by the National Geodetic Survey in June 1991..
 SY0676
 SY0676.The geoid height was determined by GEOID03.
 SY0676
 SY0676.The dynamic height is computed by dividing the NAVD 88
 SY0676.geopotential number by the normal gravity value computed on the
 SY0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0676.degrees latitude (g = 980.6199 gals.).
 SY0676
 SY0676.The modeled gravity was interpolated from observed gravity values.
 SY0676
 SY0676;                    North         East    Units  Estimated Accuracy
 SY0676;SPC WA S     -   205,780.      348,850.      MT  (+/- 180 meters Scaled)
 SY0676
 SY0676                          SUPERSEDED SURVEY CONTROL
 SY0676
 SY0676  NGVD 29 (??/??/??)   84.382  (m)          276.84   (f) ADJUSTED    2 0
 SY0676
 SY0676.Superseded values are not recommended for survey control.
 SY0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0676.See file dsdata.txt to determine how the superseded data were derived.
 SY0676
 SY0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET383239(NAD 83)
 SY0676_MARKER: DB = BENCH MARK DISK
 SY0676_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY0676_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SY0676_STAMPING: C 260 1944
 SY0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0676
 SY0676  HISTORY     - Date     Condition        Report By
 SY0676  HISTORY     - 1944     MONUMENTED       CGS
 SY0676  HISTORY     - 1959     MARK NOT FOUND   CGS
 SY0676  HISTORY     - 1966     MARK NOT FOUND   WAWHI
 SY0676
 SY0676                          STATION DESCRIPTION
 SY0676
 SY0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0676'0.4 MI N FROM LAKEVIEW.
 SY0676'0.4 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SY0676'LAKEVIEW, PIERCE COUNTY, AT MUELLER-HARKINS AIRPORT (ABANDONED IN JULY
 SY0676'1944), AT THE SOUTHEAST CORNER OF THE FIELD, 100 FEET WEST OF THE WEST
 SY0676'EDGE OF THE OLD HIGHWAY THAT PARALLELED THE N.P.RY. TRACK, IN A GROVE
 SY0676'OF SMALL OAK TREES, 5 FEET NORTH OF THE FENCE, AND 2 FEET WEST OF A
 SY0676'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 260 1944 AND
 SY0676'SET IN THE TOP OF A CONCRETE-FILLED PIPE PROJECTING 0.5 FOOT ABOVE
 SY0676'GROUND.  NOTE-- IT IS POSSIBLE THAT THE BOUNDARIES OF THE FIELD HAVE
 SY0676'BEEN EXPANDED SINCE THE ORIGINAL DESCRIPTION WAS WRITTEN.  IF THIS IS
 SY0676'THE CASE THE SEARCH WAS CONDUCTED IN THE WRONG AREA AND THE MONUMENT
 SY0676'MAY STILL BE INTACT.
 SY0676
 SY0676                          STATION RECOVERY (1966)
 SY0676
 SY0676'RECOVERY NOTE BY WALKER AND WHITEFORD INCORPORATED 1966
 SY0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0183 ***********************************************************************
 SA0183  DESIGNATION -  C 261
 SA0183  PID         -  SA0183
 SA0183  STATE/COUNTY-  WA/WALLA WALLA
 SA0183  USGS QUAD   -  COLLEGE PLACE (1978)
 SA0183
 SA0183                         *CURRENT SURVEY CONTROL
 SA0183  ___________________________________________________________________
 SA0183* NAD 83(1986)-  46 02 56.     (N)    118 24 35.     (W)     SCALED    
 SA0183* NAVD 88     -       227.486  (meters)     746.34   (feet)  ADJUSTED  
 SA0183  ___________________________________________________________________
 SA0183  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SA0183  DYNAMIC HT  -         227.480 (meters)     746.32  (feet)  COMP
 SA0183  MODELED GRAV-     980,584.5   (mgal)                       NAVD 88
 SA0183
 SA0183  VERT ORDER  -  SECOND    CLASS 0
 SA0183
 SA0183.The horizontal coordinates were scaled from a topographic map and have
 SA0183.an estimated accuracy of +/- 6 seconds.
 SA0183
 SA0183.The orthometric height was determined by differential leveling
 SA0183.and adjusted by the National Geodetic Survey in June 1991..
 SA0183
 SA0183.The geoid height was determined by GEOID03.
 SA0183
 SA0183.The dynamic height is computed by dividing the NAVD 88
 SA0183.geopotential number by the normal gravity value computed on the
 SA0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0183.degrees latitude (g = 980.6199 gals.).
 SA0183
 SA0183.The modeled gravity was interpolated from observed gravity values.
 SA0183
 SA0183;                    North         East    Units  Estimated Accuracy
 SA0183;SPC WA S     -    81,680.      661,750.      MT  (+/- 180 meters Scaled)
 SA0183
 SA0183                          SUPERSEDED SURVEY CONTROL
 SA0183
 SA0183  NGVD 29 (??/??/92)  226.59   (m)          743.4    (f) COMPUTED    2 0
 SA0183
 SA0183.Superseded values are not recommended for survey control.
 SA0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0183.See file dsdata.txt to determine how the superseded data were derived.
 SA0183
 SA0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM909004(NAD 83)
 SA0183_MARKER: DB = BENCH MARK DISK
 SA0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0183_STAMPING: C 261 1944
 SA0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0183+STABILITY: SURFACE MOTION
 SA0183
 SA0183  HISTORY     - Date     Condition        Report By
 SA0183  HISTORY     - 1944     MONUMENTED       CGS
 SA0183  HISTORY     - 1965     MARK NOT FOUND   USGS
 SA0183
 SA0183                          STATION DESCRIPTION
 SA0183
 SA0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0183'3 MI W FROM WALLA WALLA.
 SA0183'ABOUT 3 MILES WEST OF THE UNION PACIFIC RAILROAD STATION AT WALLA
 SA0183'WALLA, WALLA WALLA COUNTY, AT MARTIN FIELD, AT THE MAIN GATE, 0.2 MILE
 SA0183'NORTHEAST OF THE OFFICE BUILDING, 22 FEET SOUTH OF THE CENTERLINE OF
 SA0183'THE PAVED ROAD ALONG THE NORTH SIDE OF THE FIELD, 20 FEET WEST OF THE
 SA0183'CENTERLINE OF THE GRAVEL ROAD LEADING TO THE OFFICE, 9 FEET WEST OF
 SA0183'THE WEST GATEPOST, AND 0.8 FOOT SOUTH OF THE FENCE.  A STANDARD DISK,
 SA0183'STAMPED C 261 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SA0183'ABOUT 0.6 FOOT ABOVE GROUND.
 SA0183
 SA0183                          STATION RECOVERY (1965)
 SA0183
 SA0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1334 ***********************************************************************
 RZ1334  DESIGNATION -  C 262
 RZ1334  PID         -  RZ1334
 RZ1334  STATE/COUNTY-  WA/WHITMAN
 RZ1334  USGS QUAD   -  LA CROSSE WEST (1981)
 RZ1334
 RZ1334                         *CURRENT SURVEY CONTROL
 RZ1334  ___________________________________________________________________
 RZ1334* NAD 83(1986)-  46 47 14.     (N)    117 54 56.     (W)     SCALED    
 RZ1334* NAVD 88     -       455.411  (meters)    1494.13   (feet)  ADJUSTED  
 RZ1334  ___________________________________________________________________
 RZ1334  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 RZ1334  DYNAMIC HT  -         455.417 (meters)    1494.15  (feet)  COMP
 RZ1334  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 RZ1334
 RZ1334  VERT ORDER  -  SECOND    CLASS 0
 RZ1334
 RZ1334.The horizontal coordinates were scaled from a topographic map and have
 RZ1334.an estimated accuracy of +/- 6 seconds.
 RZ1334
 RZ1334.The orthometric height was determined by differential leveling
 RZ1334.and adjusted by the National Geodetic Survey in June 1991..
 RZ1334
 RZ1334.The geoid height was determined by GEOID03.
 RZ1334
 RZ1334.The dynamic height is computed by dividing the NAVD 88
 RZ1334.geopotential number by the normal gravity value computed on the
 RZ1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1334.degrees latitude (g = 980.6199 gals.).
 RZ1334
 RZ1334.The modeled gravity was interpolated from observed gravity values.
 RZ1334
 RZ1334;                    North         East    Units  Estimated Accuracy
 RZ1334;SPC WA S     -   164,830.      697,290.      MT  (+/- 180 meters Scaled)
 RZ1334
 RZ1334                          SUPERSEDED SURVEY CONTROL
 RZ1334
 RZ1334  NGVD 29 (??/??/92)  454.398  (m)         1490.80   (f) ADJ UNCH    2 0
 RZ1334
 RZ1334.Superseded values are not recommended for survey control.
 RZ1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1334.See file dsdata.txt to determine how the superseded data were derived.
 RZ1334
 RZ1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM301819(NAD 83)
 RZ1334_MARKER: DB = BENCH MARK DISK
 RZ1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1334_STAMPING: C 262 1944
 RZ1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1334+STABILITY: SURFACE MOTION
 RZ1334
 RZ1334  HISTORY     - Date     Condition        Report By
 RZ1334  HISTORY     - 1944     MONUMENTED       CGS
 RZ1334  HISTORY     - 1968     GOOD             NGS
 RZ1334
 RZ1334                          STATION DESCRIPTION
 RZ1334
 RZ1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1334'2.45 MI SW FROM LA CROSSE.
 RZ1334'2.45 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD AND AN ASPHALT
 RZ1334'ROAD FROM THE STATION AT LA CROSSE, AT LA CROSSE AIRPORT RANCH
 RZ1334'AVIATION, 0.6 MILE SOUTHEAST ALONG THE NORTHWEST-SOUTHEAST RUNWAY FROM
 RZ1334'THE HANGAR AND BEACON TOWER, 4.9 FEET SOUTHWEST OF THE SOUTHEAST ONE
 RZ1334'OF THE SOUTHWEST ROW OF RUNWAY LIGHTS, 4.7 FEET NORTHWEST OF THE
 RZ1334'SOUTHEAST BOUNDARY FENCE, 1.8 FEET SOUTHWEST OF THE SOUTHWEST BOUNDARY
 RZ1334'FENCE, 3.0 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 RZ1334'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0849 ***********************************************************************
 SV0849  DESIGNATION -  C 263
 SV0849  PID         -  SV0849
 SV0849  STATE/COUNTY-  WA/SPOKANE
 SV0849  USGS QUAD   -  LANCE HILLS (1980)
 SV0849
 SV0849                         *CURRENT SURVEY CONTROL
 SV0849  ___________________________________________________________________
 SV0849* NAD 83(1986)-  47 26 39.     (N)    117 43 33.     (W)     SCALED    
 SV0849* NAVD 88     -       694.305  (meters)    2277.90   (feet)  ADJUSTED  
 SV0849  ___________________________________________________________________
 SV0849  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 SV0849  DYNAMIC HT  -         694.319 (meters)    2277.94  (feet)  COMP
 SV0849  MODELED GRAV-     980,610.0   (mgal)                       NAVD 88
 SV0849
 SV0849  VERT ORDER  -  FIRST     CLASS II
 SV0849
 SV0849.The horizontal coordinates were scaled from a topographic map and have
 SV0849.an estimated accuracy of +/- 6 seconds.
 SV0849
 SV0849.The orthometric height was determined by differential leveling
 SV0849.and adjusted by the National Geodetic Survey in June 1991..
 SV0849
 SV0849.The geoid height was determined by GEOID03.
 SV0849
 SV0849.The dynamic height is computed by dividing the NAVD 88
 SV0849.geopotential number by the normal gravity value computed on the
 SV0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0849.degrees latitude (g = 980.6199 gals.).
 SV0849
 SV0849.The modeled gravity was interpolated from observed gravity values.
 SV0849
 SV0849;                    North         East    Units  Estimated Accuracy
 SV0849;SPC WA N     -    54,120.      734,320.      MT  (+/- 180 meters Scaled)
 SV0849
 SV0849                          SUPERSEDED SURVEY CONTROL
 SV0849
 SV0849  NGVD 29 (??/??/92)  693.12   (m)         2274.0    (f) COMPUTED    1 2
 SV0849
 SV0849.Superseded values are not recommended for survey control.
 SV0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0849.See file dsdata.txt to determine how the superseded data were derived.
 SV0849
 SV0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN452547(NAD 83)
 SV0849_MARKER: DB = BENCH MARK DISK
 SV0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0849_STAMPING: C 263 1944
 SV0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0849+STABILITY: SURFACE MOTION
 SV0849
 SV0849  HISTORY     - Date     Condition        Report By
 SV0849  HISTORY     - 1944     MONUMENTED       CGS
 SV0849  HISTORY     - 1965     GOOD             NGS
 SV0849  HISTORY     - 19920911 MARK NOT FOUND   USPSQD
 SV0849
 SV0849                          STATION DESCRIPTION
 SV0849
 SV0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0849'7.9 MI SW FROM CHENEY.
 SV0849'7.9 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SV0849'STATION AT CHENEY, SPOKANE COUNTY, ABOUT 14 RAILS EAST OF BLOCK SIGNAL
 SV0849'245, AT A FARM-ROAD CROSSING, 35 FEET EAST OF THE CENTER LINE OF THE
 SV0849'ROAD, 34.6 FEET NORTH OF THE NORTH RAIL, 1.6 FEET WEST OF A FENCE, AND
 SV0849'2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 SV0849'C 263 1944 AND SET IN THE TOP OF A CONCRETE POST.
 SV0849
 SV0849                          STATION RECOVERY (1992)
 SV0849
 SV0849'RECOVERY NOTE BY US POWER SQUADRON 1992 (RBS)
 SV0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0674 ***********************************************************************
 SV0674  DESIGNATION -  C 264
 SV0674  PID         -  SV0674
 SV0674  STATE/COUNTY-  WA/SPOKANE
 SV0674  USGS QUAD   -  SPOKANE NE (1986)
 SV0674
 SV0674                         *CURRENT SURVEY CONTROL
 SV0674  ___________________________________________________________________
 SV0674* NAD 83(1986)-  47 40 44.     (N)    117 19 30.     (W)     SCALED    
 SV0674* NAVD 88     -       596.591  (meters)    1957.32   (feet)  ADJUSTED  
 SV0674  ___________________________________________________________________
 SV0674  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 SV0674  DYNAMIC HT  -         596.630 (meters)    1957.44  (feet)  COMP
 SV0674  MODELED GRAV-     980,658.8   (mgal)                       NAVD 88
 SV0674
 SV0674  VERT ORDER  -  FIRST     CLASS II
 SV0674
 SV0674.The horizontal coordinates were scaled from a topographic map and have
 SV0674.an estimated accuracy of +/- 6 seconds.
 SV0674
 SV0674.The orthometric height was determined by differential leveling
 SV0674.and adjusted by the National Geodetic Survey in June 1991..
 SV0674
 SV0674.The geoid height was determined by GEOID03.
 SV0674
 SV0674.The dynamic height is computed by dividing the NAVD 88
 SV0674.geopotential number by the normal gravity value computed on the
 SV0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0674.degrees latitude (g = 980.6199 gals.).
 SV0674
 SV0674.The modeled gravity was interpolated from observed gravity values.
 SV0674
 SV0674;                    North         East    Units  Estimated Accuracy
 SV0674;SPC WA N     -    81,480.      763,330.      MT  (+/- 180 meters Scaled)
 SV0674
 SV0674                          SUPERSEDED SURVEY CONTROL
 SV0674
 SV0674  NGVD 29 (??/??/92)  595.436  (m)         1953.53   (f) ADJ UNCH    1 2
 SV0674
 SV0674.Superseded values are not recommended for survey control.
 SV0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0674.See file dsdata.txt to determine how the superseded data were derived.
 SV0674
 SV0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN756806(NAD 83)
 SV0674_MARKER: DB = BENCH MARK DISK
 SV0674_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SV0674_SP_SET: BRICK WALL OF BUILDING
 SV0674_STAMPING: C 264 1944
 SV0674_MARK LOGO: CGS   
 SV0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0674+STABILITY: SURFACE MOTION
 SV0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV0674+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 SV0674
 SV0674  HISTORY     - Date     Condition        Report By
 SV0674  HISTORY     - 1944     MONUMENTED       CGS
 SV0674  HISTORY     - 1965     GOOD             NGS
 SV0674  HISTORY     - 1973     GOOD             NGS
 SV0674  HISTORY     - 1976     GOOD             WAA
 SV0674  HISTORY     - 19870509 GOOD             USPSQD
 SV0674  HISTORY     - 19920910 GOOD             USPSQD
 SV0674  HISTORY     - 19960725 GOOD             CHANCE
 SV0674  HISTORY     - 20041001 GOOD             USPSQD
 SV0674  HISTORY     - 20060324 GOOD             GEOCAC
 SV0674
 SV0674                          STATION DESCRIPTION
 SV0674
 SV0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0674'5 MI E FROM SPOKANE.
 SV0674'AT SPOKANE, SPOKANE COUNTY, ABOUT 5.0 MILES EAST OF THE NORTHERN
 SV0674'PACIFIC RAILWAY STATION, AT THE NORTHEAST CORNER OF THE INTER-SECTION
 SV0674'OF FANCHER WAY AND WASHINGTON STREET, AT THE ENTRANCE TO FELTS FIELD,
 SV0674'AT THE SOUTHWEST CORNER OF A BRICK BUILDING USED IN 1944 AS AN ARMY
 SV0674'HANGAR, IN THE SOUTH WALL, AND ABOUT 4-1/2 FEET ABOVE THE GROUND.  A
 SV0674'STANDARD DISK, STAMPED C 264 1944 AND SET VERTICALLY.  NOTE-- IN THE
 SV0674'NORTHEAST CORNER OF THE INTERSECTION OF FANCHER WAY RUTTER AVENUE
 SV0674'INSTEAD OF FANCHER WAY AND WASHINGTON STREET.  THE BRICK BUILDING IS
 SV0674'STILL USED FOR A HANGAR.
 SV0674
 SV0674                          STATION RECOVERY (1973)
 SV0674
 SV0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SV0674'RECOVERED IN GOOD CONDITION.
 SV0674
 SV0674                          STATION RECOVERY (1976)
 SV0674
 SV0674'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1976
 SV0674'RECOVERED IN GOOD CONDITION.
 SV0674
 SV0674                          STATION RECOVERY (1987)
 SV0674
 SV0674'RECOVERY NOTE BY US POWER SQUADRON 1987 (JER)
 SV0674'RECOVERED IN GOOD CONDITION.
 SV0674
 SV0674                          STATION RECOVERY (1992)
 SV0674
 SV0674'RECOVERY NOTE BY US POWER SQUADRON 1992 (RBS)
 SV0674'RECOVERED IN GOOD CONDITION.
 SV0674
 SV0674                          STATION RECOVERY (1996)
 SV0674
 SV0674'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SV0674'THE STATION IS LOCATED 20 MILES (32.2 KM) SOUTHEAST OF DEER PARK, 13
 SV0674'MILES (20.9 KM) WEST OF THE WASHINGTON - IDAHO STATE LINE, IN
 SV0674'NORTHEAST SPOKANE AT FELTS FIELD  TO REACH THE STATION FROM THE
 SV0674'JUNCTION OF INTERSTATE 90 AND SPRAGUE AVENUE IN EAST SPOKANE, PROCEED
 SV0674'WEST ON SPRAGUE AVENUE 0.15 MILES (0.24 KM) TO FANCHER AVENUE, TURN
 SV0674'RIGHT AND FOLLOW FANCHER AVE NORTH 1.5 MILES (2.4 KM) TO A
 SV0674'T-INTERSECTION WITH RUTTER AVENUE AND THE STATION ON THE NORTHEAST
 SV0674'SIDE OF THE INTERSECTION SET VERTICALLY IN THE SOUTHWEST CORNER OF THE
 SV0674'WALL OF A BRICK BUILDING (5701 RUTTER AVE) THE STATION IS A STANDARD
 SV0674'US COAST AND GEODETIC SURVEY BENCH MARK DISK SET VERTICALLY IN THE
 SV0674'WALL OF A BUILDING, APPROXIMATELY 1.35 M (4.43 FT) ABOVE THE GROUND.
 SV0674'THE STATION IS LOCATED 9.4 M (30.8 FT) NORTHWEST OF THE CENTERLINE OF
 SV0674'RUTTER AVENUE, 21.6 M (70.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 SV0674'RAILROAD TRACKS, 1.85 M (6.07 FT) NORTHEAST OF THE SOUTHWEST CORNER OF
 SV0674'THE BUILDING AND 34.05 M (111.71 FT) NORTH OF THE BASE OF A RAILROAD
 SV0674'SIGNAL SUPPORT
 SV0674
 SV0674                          STATION RECOVERY (2004)
 SV0674
 SV0674'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLM)
 SV0674'RECOVERED IN GOOD CONDITION.
 SV0674
 SV0674                          STATION RECOVERY (2006)
 SV0674
 SV0674'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 SV0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0723 ***********************************************************************
 SV0723  DESIGNATION -  C 265
 SV0723  PID         -  SV0723
 SV0723  STATE/COUNTY-  WA/SPOKANE
 SV0723  USGS QUAD   -  DEER PARK (1973)
 SV0723
 SV0723                         *CURRENT SURVEY CONTROL
 SV0723  ___________________________________________________________________
 SV0723* NAD 83(1998)-  47 57 45.87085(N)    117 26 09.79057(W)     ADJUSTED  
 SV0723* NAVD 88     -       669.265  (meters)    2195.75   (feet)  ADJUSTED  
 SV0723  ___________________________________________________________________
 SV0723  X           -  -1,971,691.684 (meters)                     COMP
 SV0723  Y           -  -3,797,927.761 (meters)                     COMP
 SV0723  Z           -   4,714,586.994 (meters)                     COMP
 SV0723  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 SV0723  ELLIP HEIGHT-         651.25  (meters)          (07/02/01) GPS OBS
 SV0723  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 SV0723  DYNAMIC HT  -         669.317 (meters)    2195.92  (feet)  COMP
 SV0723  MODELED GRAV-     980,667.4   (mgal)                       NAVD 88
 SV0723
 SV0723  HORZ ORDER  -  B
 SV0723  VERT ORDER  -  FIRST     CLASS II
 SV0723  ELLP ORDER  -  THIRD     CLASS II
 SV0723
 SV0723.This mark is at Deer Park Airport (07S)
 SV0723
 SV0723.The horizontal coordinates were established by GPS observations
 SV0723.and adjusted by the National Geodetic Survey in July 2001..
 SV0723.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV0723.DATUM ITEM on the data sheet items page.
 SV0723
 SV0723.The orthometric height was determined by differential leveling
 SV0723.and adjusted by the National Geodetic Survey in June 1991..
 SV0723
 SV0723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV0723
 SV0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0723
 SV0723.The ellipsoidal height was determined by GPS observations
 SV0723.and is referenced to NAD 83.
 SV0723
 SV0723.The geoid height was determined by GEOID03.
 SV0723
 SV0723.The dynamic height is computed by dividing the NAVD 88
 SV0723.geopotential number by the normal gravity value computed on the
 SV0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0723.degrees latitude (g = 980.6199 gals.).
 SV0723
 SV0723.The modeled gravity was interpolated from observed gravity values.
 SV0723
 SV0723;                    North         East     Units Scale Factor Converg.
 SV0723;SPC WA N     -   112,638.234   753,609.626   MT  0.99994591   +2 31 45.6
 SV0723;SPC WA N     -   369,547.27  2,472,467.58   sFT  0.99994591   +2 31 45.6
 SV0723;UTM  11      - 5,312,251.152   467,449.030   MT  0.99961302   -0 19 25.9
 SV0723
 SV0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0723!SPC WA N     -   0.99989794  x   0.99994591  =   0.99984385
 SV0723!UTM  11      -   0.99989794  x   0.99961302  =   0.99951100
 SV0723
 SV0723:                Primary Azimuth Mark                     Grid Az
 SV0723:SPC WA N     -  MILAN                                    090 04 25.1
 SV0723:UTM  11      -  MILAN                                    092 55 36.6
 SV0723
 SV0723|---------------------------------------------------------------------|
 SV0723| PID    Reference Object                     Distance      Geod. Az  |
 SV0723|                                                           dddmmss.s |
 SV0723| SV1703 MILAN                               APPROX. 9.8 KM 0923610.7 |
 SV0723|---------------------------------------------------------------------|
 SV0723
 SV0723                          SUPERSEDED SURVEY CONTROL
 SV0723
 SV0723  NAD 83(1998)-  47 57 45.87072(N)    117 26 09.79167(W) AD(       ) B
 SV0723  ELLIP H (07/23/97)  651.28   (m)                       GP(       ) 3 1
 SV0723  NAD 83(1991)-  47 57 45.87328(N)    117 26 09.82296(W) AD(       ) 3
 SV0723  NAD 83(1986)-  47 57 45.87772(N)    117 26 09.81628(W) AD(       ) 3
 SV0723  NAVD 88 (07/23/97)  669.26   (m)         2195.7    (f) LEVELING    3  
 SV0723  NGVD 29 (??/??/92)  668.073  (m)         2191.84   (f) ADJ UNCH    1 2
 SV0723
 SV0723.Superseded values are not recommended for survey control.
 SV0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0723.See file dsdata.txt to determine how the superseded data were derived.
 SV0723
 SV0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP6744912251(NAD 83)
 SV0723_MARKER: DB = BENCH MARK DISK
 SV0723_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV0723_STAMPING: C 265 1944
 SV0723_MARK LOGO: CGS   
 SV0723_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV0723+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1996
 SV0723
 SV0723  HISTORY     - Date     Condition        Report By
 SV0723  HISTORY     - 1944     MONUMENTED       CGS
 SV0723  HISTORY     - 1965     GOOD             NGS
 SV0723  HISTORY     - 1973     GOOD             USGS
 SV0723  HISTORY     - 19960727 GOOD             CHANCE
 SV0723
 SV0723                          STATION DESCRIPTION
 SV0723
 SV0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0723'2.2 MI NE FROM DEER PARK.
 SV0723'REACHED FROM THE MAIN INTERSECTION IN DEER PARK BY GOING 1.4 MILES
 SV0723'EAST ON CRAWFORD STREET, THEN NORTHEAST ON AIRPORT ROAD FOR 0.8 MILE
 SV0723'TO THE SOUTHWEST ENTRANCE TO THE AIRPORT AND THE MARK AS DESCRIBED. A
 SV0723'METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 SV0723
 SV0723                          STATION RECOVERY (1973)
 SV0723
 SV0723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV0723'LOCATED ABOUT 2.5 MI NE. OF DEER PARK, AT DEER PARK AIRPORT.
 SV0723'
 SV0723'TO REACH FROM DEER PARK POST OFFICE, DRIVE 1.2 MI E. ALONG DEER
 SV0723'PARK-MILAN RD. TO AIRPORT RD., GO 0.8 MI NNW. TO OLD SOUTHWEST
 SV0723'ENTRANCE TO AIRPORT.  140 FT. NW. OF ENTRANCE, 44.5 FT. NW. OF
 SV0723'ENTRANCE RD., 4 FT. S. OF POWER POLE.
 SV0723'
 SV0723'STATION MARK--STEEL NGS DISK STAMPED---C 265 1944---, SET IN
 SV0723'CONCRETE POST FLUSH WITH GROUND.
 SV0723'
 SV0723'RMS--NONE SET.
 SV0723
 SV0723                          STATION RECOVERY (1996)
 SV0723
 SV0723'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SV0723'THE STATION IS LOCATED 21 MILES (33.8 KM) NORTH OF SPOKANE, 6.5 MILES
 SV0723'(10.5 KM) SOUTHEAST OF CLAYTON, 2.0 MILES (3.2 KM) NORTHEAST OF DEER
 SV0723'PARK, AT THE DEER PARK AIRPORT, BOB DANO - MAYOR / AIRPORT MANAGER,
 SV0723'PHONE 509-276-8802  TO REACH THE STATION FROM THE JUNCTION OF STATE
 SV0723'HIGHWAY 195 AND MAIN AVE IN DEER PARK, PROCEED NORTH ON MAIN AVE 0.8
 SV0723'MI (1.3 KM) TO CRAWFORD STREET, TURN RIGHT AND PROCEED EAST 1.35 MI
 SV0723'(2.17 KM) TO AIRPORT ROAD, TURN LEFT AND PROCEED NORTHEAST ON AIRPORT
 SV0723'ROAD 0.75 MI (1.21 KM) TO JUNCTION WITH CEDAR ROAD.  CROSS CEDAR ROAD
 SV0723'AND PROCEEED 0.05 MILES (0.08 KM) NOTHEAST TO THE STATION IN THE
 SV0723'FENCELINE NORTHWEST OF THE AIRPORT ENTRANCE GATE. THE STATION IS A
 SV0723'STANDARD USCGS BENCHMARK DISK SET IN TOP OF A 15 CM SQUARE CONCRETE
 SV0723'MONUMENT SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED 1.15 M
 SV0723'(3.77 FT) SOUTH OF A UTILITY POLE WITH A TRANSFORMER, 0.25 M (0.82 FT)
 SV0723'EAST OF A WITNESS POST, 0.95 M (3.12 FT) WEST OF THE AIRPORT PERIMETER
 SV0723'FENCE, 5.45 M (17.88 FT) NORTHWEST OF A FENCE CORNER, 33.0 M (108.3
 SV0723'FT) NORTHEAST OF THE CENTERLINE OF CEDAR ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1079 ***********************************************************************
 SA1079  DESIGNATION -  C 266
 SA1079  PID         -  SA1079
 SA1079  STATE/COUNTY-  WA/BENTON
 SA1079  USGS QUAD   -  JOHNSON BUTTE (1978)
 SA1079
 SA1079                         *CURRENT SURVEY CONTROL
 SA1079  ___________________________________________________________________
 SA1079* NAD 83(1986)-  46 03 43.     (N)    119 13 24.     (W)     SCALED    
 SA1079* NAVD 88     -       408.975  (meters)    1341.78   (feet)  ADJUSTED  
 SA1079  ___________________________________________________________________
 SA1079  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 SA1079  DYNAMIC HT  -         408.963 (meters)    1341.74  (feet)  COMP
 SA1079  MODELED GRAV-     980,573.6   (mgal)                       NAVD 88
 SA1079
 SA1079  VERT ORDER  -  SECOND    CLASS 0
 SA1079
 SA1079.The horizontal coordinates were scaled from a topographic map and have
 SA1079.an estimated accuracy of +/- 6 seconds.
 SA1079
 SA1079.The orthometric height was determined by differential leveling
 SA1079.and adjusted by the National Geodetic Survey in June 1991..
 SA1079
 SA1079.The geoid height was determined by GEOID03.
 SA1079
 SA1079.The dynamic height is computed by dividing the NAVD 88
 SA1079.geopotential number by the normal gravity value computed on the
 SA1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1079.degrees latitude (g = 980.6199 gals.).
 SA1079
 SA1079.The modeled gravity was interpolated from observed gravity values.
 SA1079
 SA1079;                    North         East    Units  Estimated Accuracy
 SA1079;SPC WA S     -    81,780.      598,780.      MT  (+/- 180 meters Scaled)
 SA1079
 SA1079                          SUPERSEDED SURVEY CONTROL
 SA1079
 SA1079  NGVD 29 (??/??/92)  407.934  (m)         1338.36   (f) ADJ UNCH    2 0
 SA1079
 SA1079.Superseded values are not recommended for survey control.
 SA1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1079.See file dsdata.txt to determine how the superseded data were derived.
 SA1079
 SA1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM280033(NAD 83)
 SA1079_MARKER: DB = BENCH MARK DISK
 SA1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1079_STAMPING: C 266 1950
 SA1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1079+STABILITY: SURFACE MOTION
 SA1079
 SA1079  HISTORY     - Date     Condition        Report By
 SA1079  HISTORY     - 1950     MONUMENTED       CGS
 SA1079  HISTORY     - 1968     GOOD             NGS
 SA1079
 SA1079                          STATION DESCRIPTION
 SA1079
 SA1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1079'12.8 MI NE FROM PLYMOUTH.
 SA1079'0.2 MILE WEST ALONG THE SPOKANE, PORTLAND, AND SEATTLE RAILROAD FROM
 SA1079'THE STATION AT PLYMOUTH, THENCE 12.6 MILES NORTHEAST ALONG STATE
 SA1079'HIGHWAY 8, AT A CROSS ROAD INTERSECTION, ABOUT 85 YARDS SOUTHEAST OF
 SA1079'AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A FARM HOUSE,
 SA1079'ABOUT 65 YARDS NORTHEAST OF A WINDMILL, 109.5 FEET EAST OF AND ACROSS
 SA1079'THE GRAVEL ROAD FROM A TELEPHONE POLE WITH A GUY WIRE, 62 1/2 FEET
 SA1079'EAST OF THE CENTER LINE OF THE HIGHWAY, 41 1/2 FEET SOUTH OF THE
 SA1079'CENTER LINE OF THE GRAVEL ROAD, 3.5 FEET EAST OF A WITNESS POST, ABOUT
 SA1079'5.0 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SA1079'PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- WIDENING OF ROAD WILL
 SA1079'BURY B.M. A NEW MARK ESTABLISHED.
 SA1079
 SA1079                          STATION RECOVERY (1968)
 SA1079
 SA1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SA1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1159 ***********************************************************************
 SA1159  DESIGNATION -  C 267
 SA1159  PID         -  SA1159
 SA1159  STATE/COUNTY-  WA/BENTON
 SA1159  USGS QUAD   -  WEBBER CANYON (1965)
 SA1159
 SA1159                         *CURRENT SURVEY CONTROL
 SA1159  ___________________________________________________________________
 SA1159* NAD 83(1986)-  46 07 47.     (N)    119 27 15.     (W)     SCALED    
 SA1159* NAVD 88     -       440.640  (meters)    1445.67   (feet)  ADJUSTED  
 SA1159  ___________________________________________________________________
 SA1159  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SA1159  DYNAMIC HT  -         440.636 (meters)    1445.65  (feet)  COMP
 SA1159  MODELED GRAV-     980,593.4   (mgal)                       NAVD 88
 SA1159
 SA1159  VERT ORDER  -  SECOND    CLASS 0
 SA1159
 SA1159.The horizontal coordinates were scaled from a topographic map and have
 SA1159.an estimated accuracy of +/- 6 seconds.
 SA1159
 SA1159.The orthometric height was determined by differential leveling
 SA1159.and adjusted by the National Geodetic Survey in June 1991..
 SA1159
 SA1159.The geoid height was determined by GEOID03.
 SA1159
 SA1159.The dynamic height is computed by dividing the NAVD 88
 SA1159.geopotential number by the normal gravity value computed on the
 SA1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1159.degrees latitude (g = 980.6199 gals.).
 SA1159
 SA1159.The modeled gravity was interpolated from observed gravity values.
 SA1159
 SA1159;                    North         East    Units  Estimated Accuracy
 SA1159;SPC WA S     -    89,050.      580,820.      MT  (+/- 180 meters Scaled)
 SA1159
 SA1159                          SUPERSEDED SURVEY CONTROL
 SA1159
 SA1159  NGVD 29 (??/??/92)  439.593  (m)         1442.23   (f) ADJ UNCH    2 0
 SA1159
 SA1159.Superseded values are not recommended for survey control.
 SA1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1159.See file dsdata.txt to determine how the superseded data were derived.
 SA1159
 SA1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM104113(NAD 83)
 SA1159_MARKER: DB = BENCH MARK DISK
 SA1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1159_STAMPING: C 267 1950
 SA1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1159+STABILITY: SURFACE MOTION
 SA1159
 SA1159  HISTORY     - Date     Condition        Report By
 SA1159  HISTORY     - 1950     MONUMENTED       CGS
 SA1159
 SA1159                          STATION DESCRIPTION
 SA1159
 SA1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1159'11.4 MI S FROM KIONA.
 SA1159'ABOUT 3.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SA1159'STATION AT KIONA, THENCE 8.4 MILES SOUTH ALONG A TRACK AND ASPHALT
 SA1159'ROAD, AT A CROSS ROAD, ABOUT 0.4 MILE SOUTH OF A RANCH HOUSE, 36.0
 SA1159'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 25.4 FEET WEST OF
 SA1159'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 17.0 FEET NORTH OF A FENCE
 SA1159'CORNER POST, 2.8 FEET EAST OF THE FENCE, 2.3 FEET SOUTH OF A WITNESS
 SA1159'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SA1159'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1384 ***********************************************************************
 SA1384  DESIGNATION -  C 269
 SA1384  PID         -  SA1384
 SA1384  STATE/COUNTY-  WA/BENTON
 SA1384  USGS QUAD   -  WHITSTRAN (1965)
 SA1384
 SA1384                         *CURRENT SURVEY CONTROL
 SA1384  ___________________________________________________________________
 SA1384* NAD 83(1986)-  46 12 11.     (N)    119 43 04.     (W)     SCALED    
 SA1384* NAVD 88     -       359.109  (meters)    1178.18   (feet)  ADJUSTED  
 SA1384  ___________________________________________________________________
 SA1384  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SA1384  DYNAMIC HT  -         359.116 (meters)    1178.20  (feet)  COMP
 SA1384  MODELED GRAV-     980,623.0   (mgal)                       NAVD 88
 SA1384
 SA1384  VERT ORDER  -  SECOND    CLASS 0
 SA1384
 SA1384.The horizontal coordinates were scaled from a topographic map and have
 SA1384.an estimated accuracy of +/- 6 seconds.
 SA1384
 SA1384.The orthometric height was determined by differential leveling
 SA1384.and adjusted by the National Geodetic Survey in June 1991..
 SA1384
 SA1384.The geoid height was determined by GEOID03.
 SA1384
 SA1384.The dynamic height is computed by dividing the NAVD 88
 SA1384.geopotential number by the normal gravity value computed on the
 SA1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1384.degrees latitude (g = 980.6199 gals.).
 SA1384
 SA1384.The modeled gravity was interpolated from observed gravity values.
 SA1384
 SA1384;                    North         East    Units  Estimated Accuracy
 SA1384;SPC WA S     -    96,970.      560,370.      MT  (+/- 180 meters Scaled)
 SA1384
 SA1384                          SUPERSEDED SURVEY CONTROL
 SA1384
 SA1384  NGVD 29 (??/??/92)  358.047  (m)         1174.69   (f) ADJ UNCH    2 0
 SA1384
 SA1384.Superseded values are not recommended for survey control.
 SA1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1384.See file dsdata.txt to determine how the superseded data were derived.
 SA1384
 SA1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM903201(NAD 83)
 SA1384_MARKER: DB = BENCH MARK DISK
 SA1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1384_STAMPING: C 269 1950
 SA1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1384+STABILITY: SURFACE MOTION
 SA1384
 SA1384  HISTORY     - Date     Condition        Report By
 SA1384  HISTORY     - 1950     MONUMENTED       CGS
 SA1384  HISTORY     - 1964     GOOD             USGS
 SA1384
 SA1384                          STATION DESCRIPTION
 SA1384
 SA1384'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SA1384'2.8 MI SE FROM PROSSER.
 SA1384'FROM THE NPR STATION IN PROSSER GO SE ON 7TH ST. 0.3 MI. TO PATTERSON
 SA1384'RD. THENCE 0.6 MI. EAST ON PATTERSON RD. TO JUNCTION OF HIGHWAYS 22
 SA1384'AND 221, CONTINUE EAST ON HIGHWAY 221 FOR 1.4 MILES TO OLD HIGHWAY 8E,
 SA1384'THENCE LEFT FOR 0.3 MI. TO BM ON RIGHT, AT A POINT WHERE TELEPHONE
 SA1384'LINES CROSS THE OLD HIGHWAY, 31.5 FEET SW OF CENTER OF OLD HIGHWAY,
 SA1384'15.5 FEET NORTH OF NORTH EDGE OF OLD DEEP CUT TRACK ROAD, 7.0 FEET SW
 SA1384'OF TELEPHONE POLE, 0.5 FEET NE OF FENCE, 2.6 FEET SE OF WITNESS POST,
 SA1384'2.7 FEET LOWER THAN HIGHWAY AND SET IN THE TOP OF CONCRETE POST
 SA1384'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0247 ***********************************************************************
 SD0247  DESIGNATION -  C 27
 SD0247  PID         -  SD0247
 SD0247  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0247  USGS QUAD   -  QUEETS (1982)
 SD0247
 SD0247                         *CURRENT SURVEY CONTROL
 SD0247  ___________________________________________________________________
 SD0247* NAD 83(1986)-  47 31 00.     (N)    124 19 31.     (W)     SCALED    
 SD0247* NAVD 88     -        32.696  (meters)     107.27   (feet)  ADJUSTED  
 SD0247  ___________________________________________________________________
 SD0247  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 SD0247  DYNAMIC HT  -          32.702 (meters)     107.29  (feet)  COMP
 SD0247  MODELED GRAV-     980,796.7   (mgal)                       NAVD 88
 SD0247
 SD0247  VERT ORDER  -  FIRST     CLASS II
 SD0247
 SD0247.The horizontal coordinates were scaled from a topographic map and have
 SD0247.an estimated accuracy of +/- 6 seconds.
 SD0247
 SD0247.The orthometric height was determined by differential leveling
 SD0247.and adjusted by the National Geodetic Survey in June 1991..
 SD0247
 SD0247.The geoid height was determined by GEOID03.
 SD0247
 SD0247.The dynamic height is computed by dividing the NAVD 88
 SD0247.geopotential number by the normal gravity value computed on the
 SD0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0247.degrees latitude (g = 980.6199 gals.).
 SD0247
 SD0247.The modeled gravity was interpolated from observed gravity values.
 SD0247
 SD0247;                    North         East    Units  Estimated Accuracy
 SD0247;SPC WA S     -   249,680.      211,980.      MT  (+/- 180 meters Scaled)
 SD0247
 SD0247                          SUPERSEDED SURVEY CONTROL
 SD0247
 SD0247  NGVD 29 (??/??/92)   31.659  (m)          103.87   (f) ADJ UNCH    1 2
 SD0247
 SD0247.Superseded values are not recommended for survey control.
 SD0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0247.See file dsdata.txt to determine how the superseded data were derived.
 SD0247
 SD0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT002634(NAD 83)
 SD0247_MARKER: DB = BENCH MARK DISK
 SD0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0247_STAMPING: 103.294 C 27 1933
 SD0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0247+STABILITY: SURFACE MOTION
 SD0247
 SD0247  HISTORY     - Date     Condition        Report By
 SD0247  HISTORY     - 1933     MONUMENTED       CGS
 SD0247  HISTORY     - 1974     MARK NOT FOUND   NGS
 SD0247
 SD0247                          STATION DESCRIPTION
 SD0247
 SD0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0247'2.0 MI S FROM QUEETS.
 SD0247'IN GRAYS HARBOR COUNTY, 2.0 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM
 SD0247'QUEETS, JEFFERSON COUNTY, 165 FEET WEST OF THE EAST END OF AN EAST AND
 SD0247'WEST TANGENT, 120 FEET SOUTHEAST ACROSS THE HIGHWAY FROM POLE 1528, 40
 SD0247'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND LEVEL WITH THE
 SD0247'PAVEMENT.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 SD0247'PROJECTING 7 INCHES ABOVE GROUND.  SEC 3, T23N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1378 ***********************************************************************
 SA1378  DESIGNATION -  C 270
 SA1378  PID         -  SA1378
 SA1378  STATE/COUNTY-  WA/BENTON
 SA1378  USGS QUAD   -  WHITSTRAN NE (1965)
 SA1378
 SA1378                         *CURRENT SURVEY CONTROL
 SA1378  ___________________________________________________________________
 SA1378* NAD 83(1986)-  46 07 49.     (N)    119 32 19.     (W)     SCALED    
 SA1378* NAVD 88     -       380.114  (meters)    1247.09   (feet)  ADJUSTED  
 SA1378  ___________________________________________________________________
 SA1378  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SA1378  DYNAMIC HT  -         380.112 (meters)    1247.08  (feet)  COMP
 SA1378  MODELED GRAV-     980,597.3   (mgal)                       NAVD 88
 SA1378
 SA1378  VERT ORDER  -  SECOND    CLASS 0
 SA1378
 SA1378.The horizontal coordinates were scaled from a topographic map and have
 SA1378.an estimated accuracy of +/- 6 seconds.
 SA1378
 SA1378.The orthometric height was determined by differential leveling
 SA1378.and adjusted by the National Geodetic Survey in June 1991..
 SA1378
 SA1378.The geoid height was determined by GEOID03.
 SA1378
 SA1378.The dynamic height is computed by dividing the NAVD 88
 SA1378.geopotential number by the normal gravity value computed on the
 SA1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1378.degrees latitude (g = 980.6199 gals.).
 SA1378
 SA1378.The modeled gravity was interpolated from observed gravity values.
 SA1378
 SA1378;                    North         East    Units  Estimated Accuracy
 SA1378;SPC WA S     -    89,030.      574,290.      MT  (+/- 180 meters Scaled)
 SA1378
 SA1378                          SUPERSEDED SURVEY CONTROL
 SA1378
 SA1378  NGVD 29 (??/??/92)  379.066  (m)         1243.65   (f) ADJ UNCH    2 0
 SA1378
 SA1378.Superseded values are not recommended for survey control.
 SA1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1378.See file dsdata.txt to determine how the superseded data were derived.
 SA1378
 SA1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM038116(NAD 83)
 SA1378_MARKER: DB = BENCH MARK DISK
 SA1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1378_STAMPING: C 270 1950
 SA1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1378+STABILITY: SURFACE MOTION
 SA1378
 SA1378  HISTORY     - Date     Condition        Report By
 SA1378  HISTORY     - 1950     MONUMENTED       CGS
 SA1378
 SA1378                          STATION DESCRIPTION
 SA1378
 SA1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1378'15.4 MI S FROM KIONA.
 SA1378'3.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SA1378'STATION AT KIONA, THENCE 8.4 MILES SOUTH ALONG A TRACK AND ASPHALT
 SA1378'ROAD, THENCE 4.0 MILES WEST ALONG SELLARDS ROAD, AT A T JUNCTION OF A
 SA1378'GRAVEL ROAD LEADING SOUTH, 16.9 MILES SOUTHEAST OF PROSSER, 33.0 FEET
 SA1378'WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 27 1/2 FEET SOUTH OF THE
 SA1378'CENTER LINE OF SELLARDS ROAD, 2.6 FEET NORTH OF A WITNESS POST, ABOUT
 SA1378'1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SA1378'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1379 ***********************************************************************
 SA1379  DESIGNATION -  C 270 RESET
 SA1379  PID         -  SA1379
 SA1379  STATE/COUNTY-  WA/BENTON
 SA1379  USGS QUAD   -  WHITSTRAN NE (1965)
 SA1379
 SA1379                         *CURRENT SURVEY CONTROL
 SA1379  ___________________________________________________________________
 SA1379* NAD 83(1986)-  46 07 50.     (N)    119 32 18.     (W)     SCALED    
 SA1379* NAVD 88     -       379.87   (meters)    1246.3    (feet)  RESET     
 SA1379  ___________________________________________________________________
 SA1379  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SA1379
 SA1379  VERT ORDER  -  THIRD
 SA1379
 SA1379.The horizontal coordinates were scaled from a topographic map and have
 SA1379.an estimated accuracy of +/- 6 seconds.
 SA1379
 SA1379.The orthometric height was computed from unverified reset data.
 SA1379.No vertical observational check was made to the station.
 SA1379
 SA1379.The geoid height was determined by GEOID03.
 SA1379
 SA1379;                    North         East    Units  Estimated Accuracy
 SA1379;SPC WA S     -    89,060.      574,310.      MT  (+/- 180 meters Scaled)
 SA1379
 SA1379                          SUPERSEDED SURVEY CONTROL
 SA1379
 SA1379  NGVD 29 (12/17/02)  378.82   (m)         1242.8    (f) RESET       3  
 SA1379
 SA1379.Superseded values are not recommended for survey control.
 SA1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1379.See file dsdata.txt to determine how the superseded data were derived.
 SA1379
 SA1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM039116(NAD 83)
 SA1379_MARKER: DB = BENCH MARK DISK
 SA1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1379_STAMPING: C 270 RESET 1976
 SA1379_MARK LOGO: NGS   
 SA1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1379+STABILITY: SURFACE MOTION
 SA1379
 SA1379  HISTORY     - Date     Condition        Report By
 SA1379  HISTORY     - 1976     MONUMENTED       NGS
 SA1379  HISTORY     - 1982     GOOD             NGS
 SA1379
 SA1379                          STATION DESCRIPTION
 SA1379
 SA1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 SA1379'12.0 MI SW FROM KIONA.
 SA1379'REACHED FROM THE BENTON CITY-KIONA INTERCHANGE ON U.S. HIGHWAY 12 BY
 SA1379'FOLLOWING THE BLACKTOP ROAD SOUTH AND WEST 0.1 MILE, TURN LEFT AND
 SA1379'FOLLOW WEBER CANYON ROAD 0.5 MILE, KEEP LEFT FORK 0.9 MILE TO BADGER
 SA1379'ROAD, KEEP RIGHT ON WEBER CANYON ROAD FOR 4.9 MILES TO COUNTY WELL
 SA1379'ROAD, CONTINUE STRAIGHT AHEAD, SOUTH, ON TRAVIS ROAD FOR 3.7 MILES, GO
 SA1379'WEST ON SELLARDS ROAD FOR 4.0 MILES TO THE MARK 306 FEET SOUTH OF THE
 SA1379'CENTER OF SELLARDS ROAD, 26.5 FEET WEST OF THE CENTER OF ANDERSON
 SA1379'ROAD, 1.3 FEET NORTHEAST OF A TELEPHONE POLE, 1.0 FEET SOUTH OF A
 SA1379'METAL WITNESS POST AND ABOUT LEVEL WITH THE ROAD, A STANDARD DISK SET
 SA1379'IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  SECTION 3, T 7 N, R
 SA1379'26 E.
 SA1379
 SA1379                          STATION RECOVERY (1982)
 SA1379
 SA1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1030 ***********************************************************************
 RZ1030  DESIGNATION -  C 271
 RZ1030  PID         -  RZ1030
 RZ1030  STATE/COUNTY-  WA/ASOTIN
 RZ1030  USGS QUAD   -  BLACK BUTTE (1971)
 RZ1030
 RZ1030                         *CURRENT SURVEY CONTROL
 RZ1030  ___________________________________________________________________
 RZ1030* NAD 83(1986)-  46 03 00.     (N)    117 00 53.     (W)     SCALED    
 RZ1030* NAVD 88     -       284.654  (meters)     933.90   (feet)  ADJUSTED  
 RZ1030  ___________________________________________________________________
 RZ1030  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 RZ1030  DYNAMIC HT  -         284.598 (meters)     933.72  (feet)  COMP
 RZ1030  MODELED GRAV-     980,413.4   (mgal)                       NAVD 88
 RZ1030
 RZ1030  VERT ORDER  -  SECOND    CLASS 0
 RZ1030
 RZ1030.The horizontal coordinates were scaled from a topographic map and have
 RZ1030.an estimated accuracy of +/- 6 seconds.
 RZ1030
 RZ1030.The orthometric height was determined by differential leveling
 RZ1030.and adjusted by the National Geodetic Survey in June 1991..
 RZ1030.WARNING-Repeat measurements at this control monument indicate possible
 RZ1030.vertical movement.
 RZ1030
 RZ1030.The geoid height was determined by GEOID03.
 RZ1030
 RZ1030.The dynamic height is computed by dividing the NAVD 88
 RZ1030.geopotential number by the normal gravity value computed on the
 RZ1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1030.degrees latitude (g = 980.6199 gals.).
 RZ1030
 RZ1030.The modeled gravity was interpolated from observed gravity values.
 RZ1030
 RZ1030;                    North         East    Units  Estimated Accuracy
 RZ1030;SPC WA S     -    85,620.      769,640.      MT  (+/- 180 meters Scaled)
 RZ1030
 RZ1030                          SUPERSEDED SURVEY CONTROL
 RZ1030
 RZ1030  NGVD 29 (??/??/92)  283.565  (m)          930.33   (f) ADJ UNCH    2 0
 RZ1030
 RZ1030.Superseded values are not recommended for survey control.
 RZ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1030.See file dsdata.txt to determine how the superseded data were derived.
 RZ1030
 RZ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML988996(NAD 83)
 RZ1030_MARKER: DB = BENCH MARK DISK
 RZ1030_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1030_SP_SET: OUTCROP
 RZ1030_STAMPING: C 271 1945
 RZ1030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1030+STABILITY: POSITION/ELEVATION WELL
 RZ1030
 RZ1030  HISTORY     - Date     Condition        Report By
 RZ1030  HISTORY     - 1945     MONUMENTED       CGS
 RZ1030  HISTORY     - 1946     GOOD             NGS
 RZ1030  HISTORY     - 1971     MARK NOT FOUND   USGS
 RZ1030
 RZ1030                          STATION DESCRIPTION
 RZ1030
 RZ1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ1030'6.3 MI NW FROM ROGERSBURG.
 RZ1030'ABOUT 6.3 MILES NORTHWEST ALONG THE GRANDE RONDE RIVER FROM THE POST
 RZ1030'OFFICE AT ROGERSBURG, ON THE NORTH BANK OF THE RIVER, ON A SMALL ROCKY
 RZ1030'BAR, ABOUT 30 FEET NORTHEAST OF A SMALL LONE MULBERRY TREE, ABOUT 30
 RZ1030'FEET NORTH OF THE EDGE OF THE RIVER, A STANDARD DISK SET IN TOP OF A
 RZ1030'ROCK OUTCROP ABOUT THE SAME ELEVATION AS HIGH WATER LEVEL. NOTE--
 RZ1030'INUNDATED BY HIGHWATER.
 RZ1030
 RZ1030                          STATION RECOVERY (1971)
 RZ1030
 RZ1030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RZ1030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1046 ***********************************************************************
 RZ1046  DESIGNATION -  C 272
 RZ1046  PID         -  RZ1046
 RZ1046  STATE/COUNTY-  WA/ASOTIN
 RZ1046  USGS QUAD   -  FIELDS SPRING (1995)
 RZ1046
 RZ1046                         *CURRENT SURVEY CONTROL
 RZ1046  ___________________________________________________________________
 RZ1046* NAD 83(1986)-  46 02 24.     (N)    117 13 38.     (W)     SCALED    
 RZ1046* NAVD 88     -       368.061  (meters)    1207.55   (feet)  ADJUSTED  
 RZ1046  ___________________________________________________________________
 RZ1046  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 RZ1046  DYNAMIC HT  -         368.013 (meters)    1207.39  (feet)  COMP
 RZ1046  MODELED GRAV-     980,474.6   (mgal)                       NAVD 88
 RZ1046
 RZ1046  VERT ORDER  -  SECOND    CLASS 0
 RZ1046
 RZ1046.The horizontal coordinates were scaled from a topographic map and have
 RZ1046.an estimated accuracy of +/- 6 seconds.
 RZ1046
 RZ1046.The orthometric height was determined by differential leveling
 RZ1046.and adjusted by the National Geodetic Survey in June 1991..
 RZ1046
 RZ1046.The geoid height was determined by GEOID03.
 RZ1046
 RZ1046.The dynamic height is computed by dividing the NAVD 88
 RZ1046.geopotential number by the normal gravity value computed on the
 RZ1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1046.degrees latitude (g = 980.6199 gals.).
 RZ1046
 RZ1046.The modeled gravity was interpolated from observed gravity values.
 RZ1046
 RZ1046;                    North         East    Units  Estimated Accuracy
 RZ1046;SPC WA S     -    83,800.      753,250.      MT  (+/- 180 meters Scaled)
 RZ1046
 RZ1046                          SUPERSEDED SURVEY CONTROL
 RZ1046
 RZ1046  NGVD 29 (??/??/92)  366.985  (m)         1204.02   (f) ADJ UNCH    2 0
 RZ1046
 RZ1046.Superseded values are not recommended for survey control.
 RZ1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1046.See file dsdata.txt to determine how the superseded data were derived.
 RZ1046
 RZ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML824985(NAD 83)
 RZ1046_MARKER: DB = BENCH MARK DISK
 RZ1046_SETTING: 80 = SET IN A BOULDER
 RZ1046_SP_SET: BOULDER
 RZ1046_STAMPING: C 272 1945
 RZ1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1046+STABILITY: SURFACE MOTION
 RZ1046
 RZ1046  HISTORY     - Date     Condition        Report By
 RZ1046  HISTORY     - 1945     MONUMENTED       CGS
 RZ1046
 RZ1046                          STATION DESCRIPTION
 RZ1046
 RZ1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RZ1046'19.3 MI NE FROM TROY, OR.
 RZ1046'17.4 MILES NORTHEAST OF TROY POST OFFICE, ALONG TROY-ANATONE ROAD,
 RZ1046'THENCE 1.9 MILES EAST NORTHEAST BY DIRT ROAD AND TRAIL ALONG THE NORTH
 RZ1046'BANK OF THE GRANDE RONDE RIVER.  A BRONZE DISK, SET IN A DRILL HOLE IN
 RZ1046'THE TOP OF A BOULDER AT THE WATERS EDGE AT A POINT WHERE THE RIVER
 RZ1046'MAKES A U TURN TO THE SOUTHEAST.  32.6 FEET SOUTHWEST OF A LAVA ROCK
 RZ1046'CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0758 ***********************************************************************
 SB0758  DESIGNATION -  C 273
 SB0758  PID         -  SB0758
 SB0758  STATE/COUNTY-  WA/LEWIS
 SB0758  USGS QUAD   -  TOWER ROCK (1994)
 SB0758
 SB0758                         *CURRENT SURVEY CONTROL
 SB0758  ___________________________________________________________________
 SB0758* NAD 83(1986)-  46 27 03.     (N)    121 47 24.     (W)     SCALED    
 SB0758* NAVD 88     -       432.546  (meters)    1419.11   (feet)  ADJUSTED  
 SB0758  ___________________________________________________________________
 SB0758  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 SB0758  DYNAMIC HT  -         432.532 (meters)    1419.07  (feet)  COMP
 SB0758  MODELED GRAV-     980,568.4   (mgal)                       NAVD 88
 SB0758
 SB0758  VERT ORDER  -  SECOND    CLASS 0
 SB0758
 SB0758.The horizontal coordinates were scaled from a topographic map and have
 SB0758.an estimated accuracy of +/- 6 seconds.
 SB0758
 SB0758.The orthometric height was determined by differential leveling
 SB0758.and adjusted by the National Geodetic Survey in June 1991..
 SB0758
 SB0758.The geoid height was determined by GEOID03.
 SB0758
 SB0758.The dynamic height is computed by dividing the NAVD 88
 SB0758.geopotential number by the normal gravity value computed on the
 SB0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0758.degrees latitude (g = 980.6199 gals.).
 SB0758
 SB0758.The modeled gravity was interpolated from observed gravity values.
 SB0758
 SB0758;                    North         East    Units  Estimated Accuracy
 SB0758;SPC WA S     -   125,020.      400,900.      MT  (+/- 180 meters Scaled)
 SB0758
 SB0758                          SUPERSEDED SURVEY CONTROL
 SB0758
 SB0758  NGVD 29 (??/??/92)  431.448  (m)         1415.51   (f) ADJ UNCH    2 0
 SB0758
 SB0758.Superseded values are not recommended for survey control.
 SB0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0758.See file dsdata.txt to determine how the superseded data were derived.
 SB0758
 SB0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES929448(NAD 83)
 SB0758_MARKER: DB = BENCH MARK DISK
 SB0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0758_STAMPING: C273 1946
 SB0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0758+STABILITY: SURFACE MOTION
 SB0758
 SB0758  HISTORY     - Date     Condition        Report By
 SB0758  HISTORY     - 1946     MONUMENTED       CGS
 SB0758  HISTORY     - 1968     MARK NOT FOUND   NGS
 SB0758
 SB0758                          STATION DESCRIPTION
 SB0758
 SB0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0758'13.5 MI SE FROM RANDLE.
 SB0758'0.1 MILE EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0758'THENCE 9.3 MILES SOUTHEAST ALONG THE RANDLE-CISPUS COUNTY ROAD, THENCE
 SB0758'4.1 MILES SOUTHEAST ALONG THE TROUT LAKE FOREST SERVICE ROAD, 0.2 MILE
 SB0758'SOUTHWEST OF A WOODEN BRIDGE OVER THE NORTH FORK OF THE CISPUS RIVER,
 SB0758'SET IN THE TOP OF A CONCRETE POST, 37 FEET WEST OF A TELEPHONE POLE,
 SB0758'19 FEET WEST OF THE CENTER LINE OF THE ROAD, 18 FEET SOUTH OF TWIN FIR
 SB0758'TREES, AND 2 FEET NORTH OF A REFERENCE POST.
 SB0758
 SB0758                          STATION RECOVERY (1968)
 SB0758
 SB0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SB0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1072 ***********************************************************************
 RZ1072  DESIGNATION -  C 274
 RZ1072  PID         -  RZ1072
 RZ1072  STATE/COUNTY-  WA/ASOTIN
 RZ1072  USGS QUAD   -  CLARKSTON (1971)
 RZ1072
 RZ1072                         *CURRENT SURVEY CONTROL
 RZ1072  ___________________________________________________________________
 RZ1072* NAD 83(1986)-  46 23 40.     (N)    117 02 41.     (W)     SCALED    
 RZ1072* NAVD 88     -       231.763  (meters)     760.38   (feet)  ADJUSTED  
 RZ1072  ___________________________________________________________________
 RZ1072  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 RZ1072  DYNAMIC HT  -         231.762 (meters)     760.37  (feet)  COMP
 RZ1072  MODELED GRAV-     980,607.0   (mgal)                       NAVD 88
 RZ1072
 RZ1072  VERT ORDER  -  SECOND    CLASS 0
 RZ1072
 RZ1072.The horizontal coordinates were scaled from a topographic map and have
 RZ1072.an estimated accuracy of +/- 6 seconds.
 RZ1072
 RZ1072.The orthometric height was determined by differential leveling
 RZ1072.and adjusted by the National Geodetic Survey in June 1991..
 RZ1072
 RZ1072.The geoid height was determined by GEOID03.
 RZ1072
 RZ1072.The dynamic height is computed by dividing the NAVD 88
 RZ1072.geopotential number by the normal gravity value computed on the
 RZ1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1072.degrees latitude (g = 980.6199 gals.).
 RZ1072
 RZ1072.The modeled gravity was interpolated from observed gravity values.
 RZ1072
 RZ1072;                    North         East    Units  Estimated Accuracy
 RZ1072;SPC WA S     -   123,760.      765,640.      MT  (+/- 180 meters Scaled)
 RZ1072
 RZ1072                          SUPERSEDED SURVEY CONTROL
 RZ1072
 RZ1072  NGVD 29 (??/??/92)  230.774  (m)          757.13   (f) ADJ UNCH    2 0
 RZ1072
 RZ1072.Superseded values are not recommended for survey control.
 RZ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1072.See file dsdata.txt to determine how the superseded data were derived.
 RZ1072
 RZ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM965378(NAD 83)
 RZ1072_MARKER: DB = BENCH MARK DISK
 RZ1072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1072_SP_SET: CULVERT
 RZ1072_STAMPING: C 274 1945
 RZ1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1072
 RZ1072  HISTORY     - Date     Condition        Report By
 RZ1072  HISTORY     - 1945     MONUMENTED       CGS
 RZ1072  HISTORY     - 1946     GOOD             NGS
 RZ1072  HISTORY     - 1982     GOOD             NGS
 RZ1072  HISTORY     - 20060726 MARK NOT FOUND   GEOCAC
 RZ1072
 RZ1072                          STATION DESCRIPTION
 RZ1072
 RZ1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ1072'1.2 MI SE FROM CLARKSTON.
 RZ1072'ALONG STATE HIGHWAY NO. 3, 1.2 MILES SOUTHEAST OF THE POST OFFICE AT
 RZ1072'CLARKSTON, AT THE BOTTOM OF A HILL AND AT THE INTERSECTION OF A GRAVEL
 RZ1072'ROAD LEADING UPHILL TOWARD THE WEST, 50.0 FEET NORTH OF CENTER OF
 RZ1072'GRAVEL ROAD LEADING WEST, 20.2 FEET WEST OF CENTER OF HIGHWAY, SET 0.4
 RZ1072'FOOT NORTH OF THE SOUTH END OF THE WEST HEAD-WALL OF A 2-FOOT CONCRETE
 RZ1072'PIPE CULVERT UNDER THE HIGHWAY, ABOUT 3 FEET BELOW THE HIGHWAY.
 RZ1072
 RZ1072                          STATION RECOVERY (1982)
 RZ1072
 RZ1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ1072'RECOVERED IN GOOD CONDITION.
 RZ1072
 RZ1072                          STATION RECOVERY (2006)
 RZ1072
 RZ1072'RECOVERY NOTE BY GEOCACHING 2006 (JMH)
 RZ1072'THE CONCRETE PIPE CULVERT DESCRIBED IN THE DESCRIPTION NO LONGER
 RZ1072'EXISTS. IT HAS BEEN REPLACED
 RZ1072'BY A NORMAL GRATE DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1063 ***********************************************************************
 RC1063  DESIGNATION -  C 275
 RC1063  PID         -  RC1063
 RC1063  STATE/COUNTY-  WA/KLICKITAT
 RC1063  USGS QUAD   -  DEAD CANYON (1983)
 RC1063
 RC1063                         *CURRENT SURVEY CONTROL
 RC1063  ___________________________________________________________________
 RC1063* NAD 83(1986)-  45 56 28.     (N)    121 08 10.     (W)     SCALED    
 RC1063* NAVD 88     -       299.339  (meters)     982.08   (feet)  ADJUSTED  
 RC1063  ___________________________________________________________________
 RC1063  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 RC1063  DYNAMIC HT  -         299.324 (meters)     982.03  (feet)  COMP
 RC1063  MODELED GRAV-     980,561.3   (mgal)                       NAVD 88
 RC1063
 RC1063  VERT ORDER  -  SECOND    CLASS 0
 RC1063
 RC1063.The horizontal coordinates were scaled from a topographic map and have
 RC1063.an estimated accuracy of +/- 6 seconds.
 RC1063
 RC1063.The orthometric height was determined by differential leveling
 RC1063.and adjusted by the National Geodetic Survey in June 1991..
 RC1063
 RC1063.The geoid height was determined by GEOID03.
 RC1063
 RC1063.The dynamic height is computed by dividing the NAVD 88
 RC1063.geopotential number by the normal gravity value computed on the
 RC1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1063.degrees latitude (g = 980.6199 gals.).
 RC1063
 RC1063.The modeled gravity was interpolated from observed gravity values.
 RC1063
 RC1063;                    North         East    Units  Estimated Accuracy
 RC1063;SPC WA S     -    67,750.      450,670.      MT  (+/- 180 meters Scaled)
 RC1063
 RC1063                          SUPERSEDED SURVEY CONTROL
 RC1063
 RC1063  NGVD 29 (??/??/92)  298.256  (m)          978.53   (f) ADJ UNCH    2 0
 RC1063
 RC1063.Superseded values are not recommended for survey control.
 RC1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1063.See file dsdata.txt to determine how the superseded data were derived.
 RC1063
 RC1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR444891(NAD 83)
 RC1063_MARKER: DB = BENCH MARK DISK
 RC1063_SETTING: 80 = SET IN A BOULDER
 RC1063_SP_SET: BOULDER
 RC1063_STAMPING: C 275 1946
 RC1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1063+STABILITY: SURFACE MOTION
 RC1063
 RC1063  HISTORY     - Date     Condition        Report By
 RC1063  HISTORY     - 1946     MONUMENTED       CGS
 RC1063
 RC1063                          STATION DESCRIPTION
 RC1063
 RC1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1063'13.3 MI SE FROM GLENWOOD.
 RC1063'0.7 MILE SOUTHEAST ALONG AN OILED COUNTY ROAD FROM THE SCHOOL AT
 RC1063'GLENWOOD, 11.4 MILES EAST ALONG THE GOLDENDALE ROAD, 1.2 MILES
 RC1063'SOUTHEAST ALONG THE LOGGING RAILROAD, 2 TELEPHONE POLES NORTHEAST OF
 RC1063'MILE POST NO.17 SET IN THE TOP OF A BOULDER ON EDGE OF THE BANK AT
 RC1063'SMALL CUT, 32 FEET NORTHWEST OF A TELEPHONE POLE, 13 FEET NORTHWEST OF
 RC1063'THE CENTERLINE OF THE TRACK, AND 1 FOOT ABOVE THE TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0389 ***********************************************************************
 SB0389  DESIGNATION -  C 276
 SB0389  PID         -  SB0389
 SB0389  STATE/COUNTY-  WA/YAKIMA
 SB0389  USGS QUAD   -  WAPATO (1985)
 SB0389
 SB0389                         *CURRENT SURVEY CONTROL
 SB0389  ___________________________________________________________________
 SB0389* NAD 83(1986)-  46 24 54.     (N)    120 25 03.     (W)     SCALED    
 SB0389* NAVD 88     -       251.577  (meters)     825.38   (feet)  ADJUSTED  
 SB0389  ___________________________________________________________________
 SB0389  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SB0389  DYNAMIC HT  -         251.577 (meters)     825.38  (feet)  COMP
 SB0389  MODELED GRAV-     980,611.9   (mgal)                       NAVD 88
 SB0389
 SB0389  VERT ORDER  -  SECOND    CLASS 0
 SB0389
 SB0389.The horizontal coordinates were scaled from a topographic map and have
 SB0389.an estimated accuracy of +/- 6 seconds.
 SB0389
 SB0389.The orthometric height was determined by differential leveling
 SB0389.and adjusted by the National Geodetic Survey in June 1991..
 SB0389
 SB0389.The geoid height was determined by GEOID03.
 SB0389
 SB0389.The dynamic height is computed by dividing the NAVD 88
 SB0389.geopotential number by the normal gravity value computed on the
 SB0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0389.degrees latitude (g = 980.6199 gals.).
 SB0389
 SB0389.The modeled gravity was interpolated from observed gravity values.
 SB0389
 SB0389;                    North         East    Units  Estimated Accuracy
 SB0389;SPC WA S     -   120,230.      506,340.      MT  (+/- 180 meters Scaled)
 SB0389
 SB0389                          SUPERSEDED SURVEY CONTROL
 SB0389
 SB0389  NGVD 29 (??/??/92)  250.527  (m)          821.94   (f) ADJ UNCH    2 0
 SB0389
 SB0389.Superseded values are not recommended for survey control.
 SB0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0389.See file dsdata.txt to determine how the superseded data were derived.
 SB0389
 SB0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS984433(NAD 83)
 SB0389_MARKER: DB = BENCH MARK DISK
 SB0389_SETTING: 0 = UNSPECIFIED SETTING
 SB0389_STAMPING: C 276 1946
 SB0389_MARK LOGO: CGS   
 SB0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0389
 SB0389  HISTORY     - Date     Condition        Report By
 SB0389  HISTORY     - 1946     MONUMENTED       CGS
 SB0389  HISTORY     - 1961     GOOD             NGS
 SB0389  HISTORY     - 1982     GOOD             NGS
 SB0389
 SB0389                          STATION DESCRIPTION
 SB0389
 SB0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0389'2.0 MI S FROM WAPATO.
 SB0389'2.0 MILES SOUTH ALONG SOUTH WAPATO ROAD FROM THE WAPATO INDIAN
 SB0389'IRRIGATION OFFICE, 29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 16
 SB0389'FEET SOUTHWEST OF AGUST LARSONS MAIL BOX, 26 FEET SOUTH OF THE SOUTH
 SB0389'GATE POST TO THE GATE LEADING TO MR. LARSONS HOME, 1-FOOT EAST OF THE
 SB0389'NORTH-SOUTH FENCE, AND 1-FOOT SOUTH OF A METAL WITNESS POST.
 SB0389
 SB0389                          STATION RECOVERY (1982)
 SB0389
 SB0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0389'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0389'3.3 KM (2.06 MI) SOUTH ALONG WAPATO ROAD FROM THE INDIAN IRRIGATION
 SB0389'OFFICE AT WAPATO, 0.4 KM (0.25 MI) SOUTH OF THE INTERSECTION OF
 SB0389'PROGRESSIVE ROAD, 8.8 METERS (29 FT) WEST OF THE ROAD, 10.1 METER (33
 SB0389'FT) SOUTH OF A PRIVATE DRIVEWAY, 25.0 METERS (82 FT) EAST-NORTHEAST OF
 SB0389'THE NORTHEAST CORNER OF A SMALL WHITE FRAME HOUSE.
 SB0389'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 SB0389'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0492 ***********************************************************************
 SB0492  DESIGNATION -  C 277
 SB0492  PID         -  SB0492
 SB0492  STATE/COUNTY-  WA/YAKIMA
 SB0492  USGS QUAD   -  TOPPENISH MTN (1958)
 SB0492
 SB0492                         *CURRENT SURVEY CONTROL
 SB0492  ___________________________________________________________________
 SB0492* NAD 83(1986)-  46 18 29.     (N)    120 44 09.     (W)     SCALED    
 SB0492* NAVD 88     -       456.777  (meters)    1498.61   (feet)  ADJUSTED  
 SB0492  ___________________________________________________________________
 SB0492  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SB0492  DYNAMIC HT  -         456.760 (meters)    1498.55  (feet)  COMP
 SB0492  MODELED GRAV-     980,563.4   (mgal)                       NAVD 88
 SB0492
 SB0492  VERT ORDER  -  SECOND    CLASS 0
 SB0492
 SB0492.The horizontal coordinates were scaled from a topographic map and have
 SB0492.an estimated accuracy of +/- 6 seconds.
 SB0492
 SB0492.The orthometric height was determined by differential leveling
 SB0492.and adjusted by the National Geodetic Survey in June 1991..
 SB0492
 SB0492.The geoid height was determined by GEOID03.
 SB0492
 SB0492.The dynamic height is computed by dividing the NAVD 88
 SB0492.geopotential number by the normal gravity value computed on the
 SB0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0492.degrees latitude (g = 980.6199 gals.).
 SB0492
 SB0492.The modeled gravity was interpolated from observed gravity values.
 SB0492
 SB0492;                    North         East    Units  Estimated Accuracy
 SB0492;SPC WA S     -   108,370.      481,840.      MT  (+/- 180 meters Scaled)
 SB0492
 SB0492                          SUPERSEDED SURVEY CONTROL
 SB0492
 SB0492  NGVD 29 (??/??/92)  455.702  (m)         1495.08   (f) ADJ UNCH    2 0
 SB0492
 SB0492.Superseded values are not recommended for survey control.
 SB0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0492.See file dsdata.txt to determine how the superseded data were derived.
 SB0492
 SB0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS743307(NAD 83)
 SB0492_MARKER: DB = BENCH MARK DISK
 SB0492_SETTING: 80 = SET IN A BOULDER
 SB0492_SP_SET: BOULDER
 SB0492_STAMPING: C 277 1946
 SB0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0492+STABILITY: SURFACE MOTION
 SB0492
 SB0492  HISTORY     - Date     Condition        Report By
 SB0492  HISTORY     - 1946     MONUMENTED       CGS
 SB0492  HISTORY     - 1961     GOOD             NGS
 SB0492
 SB0492                          STATION DESCRIPTION
 SB0492
 SB0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0492'5.2 MI S FROM WHITE SWAN.
 SB0492'5.2 MILES SOUTH ALONG MT. ADAMS HIGHWAY FROM THE WHITE SWAN SCHOOL, 65
 SB0492'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 105 FEET NORTHEAST OF A
 SB0492'CORRUGATED PIPE CULVERT UNDER THE HIGHWAY, SET IN TOP OF A LARGE FLAT
 SB0492'BOULDER, ABOUT 4 FEET LOWER THAN THE HIGHWAY TO THE NORTH.  A LARGE B
 SB0492'M WAS PAINTED ON THE BOULDER WITH THE BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1619 ***********************************************************************
 SA1619  DESIGNATION -  C 278
 SA1619  PID         -  SA1619
 SA1619  STATE/COUNTY-  WA/KITTITAS
 SA1619  USGS QUAD   -  BEVERLY (1965)
 SA1619
 SA1619                         *CURRENT SURVEY CONTROL
 SA1619  ___________________________________________________________________
 SA1619* NAD 83(1986)-  46 45 57.     (N)    119 57 58.     (W)     SCALED    
 SA1619* NAVD 88     -       154.947  (meters)     508.36   (feet)  ADJUSTED  
 SA1619  ___________________________________________________________________
 SA1619  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 SA1619  DYNAMIC HT  -         154.958 (meters)     508.39  (feet)  COMP
 SA1619  MODELED GRAV-     980,678.6   (mgal)                       NAVD 88
 SA1619
 SA1619  VERT ORDER  -  SECOND    CLASS 0
 SA1619
 SA1619.The horizontal coordinates were scaled from a topographic map and have
 SA1619.an estimated accuracy of +/- 6 seconds.
 SA1619
 SA1619.The orthometric height was determined by differential leveling
 SA1619.and adjusted by the National Geodetic Survey in June 1991..
 SA1619
 SA1619.The geoid height was determined by GEOID03.
 SA1619
 SA1619.The dynamic height is computed by dividing the NAVD 88
 SA1619.geopotential number by the normal gravity value computed on the
 SA1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1619.degrees latitude (g = 980.6199 gals.).
 SA1619
 SA1619.The modeled gravity was interpolated from observed gravity values.
 SA1619
 SA1619;                    North         East    Units  Estimated Accuracy
 SA1619;SPC WA S     -   159,360.      540,780.      MT  (+/- 180 meters Scaled)
 SA1619
 SA1619                          SUPERSEDED SURVEY CONTROL
 SA1619
 SA1619  NGVD 29 (??/??/92)  153.876  (m)          504.84   (f) ADJ UNCH    2 0
 SA1619
 SA1619.Superseded values are not recommended for survey control.
 SA1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1619.See file dsdata.txt to determine how the superseded data were derived.
 SA1619
 SA1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM735834(NAD 83)
 SA1619_MARKER: DB = BENCH MARK DISK
 SA1619_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1619_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1619_STAMPING: C 278 1946
 SA1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1619
 SA1619  HISTORY     - Date     Condition        Report By
 SA1619  HISTORY     - 1946     MONUMENTED       CGS
 SA1619  HISTORY     - 1949     GOOD             NGS
 SA1619
 SA1619                          STATION DESCRIPTION
 SA1619
 SA1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA1619'1.2 MI S FROM LEVERING.
 SA1619'1.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SA1619'RAILROAD FROM THE SIDING SIGN AT LEVERING, 7 RAILS NORTH OF THE NORTH
 SA1619'END OF CULVERT EE 1004, ABOUT 51 YARDS NORTH OF MILEPOST 5, 54.6 FEET
 SA1619'WEST OF THE WEST RAIL, 16 FEET SOUTHWEST OF TELEPHONE POLE 90, 7.9
 SA1619'FEET WEST OF A FENCE, 3.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 SA1619'WITH THE TRACK, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 SA1619'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1579 ***********************************************************************
 SA1579  DESIGNATION -  C 279
 SA1579  PID         -  SA1579
 SA1579  STATE/COUNTY-  WA/GRANT
 SA1579  USGS QUAD   -  PRIEST RAPIDS (1978)
 SA1579
 SA1579                         *CURRENT SURVEY CONTROL
 SA1579  ___________________________________________________________________
 SA1579* NAD 83(1986)-  46 39 34.     (N)    119 54 08.     (W)     SCALED    
 SA1579* NAVD 88     -       159.921  (meters)     524.67   (feet)  ADJUSTED  
 SA1579  ___________________________________________________________________
 SA1579  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SA1579  DYNAMIC HT  -         159.931 (meters)     524.71  (feet)  COMP
 SA1579  MODELED GRAV-     980,676.8   (mgal)                       NAVD 88
 SA1579
 SA1579  VERT ORDER  -  SECOND    CLASS 0
 SA1579
 SA1579.The horizontal coordinates were scaled from a topographic map and have
 SA1579.an estimated accuracy of +/- 6 seconds.
 SA1579
 SA1579.The orthometric height was determined by differential leveling
 SA1579.and adjusted by the National Geodetic Survey in June 1991..
 SA1579
 SA1579.The geoid height was determined by GEOID03.
 SA1579
 SA1579.The dynamic height is computed by dividing the NAVD 88
 SA1579.geopotential number by the normal gravity value computed on the
 SA1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1579.degrees latitude (g = 980.6199 gals.).
 SA1579
 SA1579.The modeled gravity was interpolated from observed gravity values.
 SA1579
 SA1579;                    North         East    Units  Estimated Accuracy
 SA1579;SPC WA S     -   147,570.      545,750.      MT  (+/- 180 meters Scaled)
 SA1579
 SA1579                          SUPERSEDED SURVEY CONTROL
 SA1579
 SA1579  NGVD 29 (??/??/92)  158.850  (m)          521.16   (f) ADJ UNCH    2 0
 SA1579
 SA1579.Superseded values are not recommended for survey control.
 SA1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1579.See file dsdata.txt to determine how the superseded data were derived.
 SA1579
 SA1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM779714(NAD 83)
 SA1579_MARKER: DB = BENCH MARK DISK
 SA1579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1579_SP_SET: PIPE
 SA1579_STAMPING: C 279 1946
 SA1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1579
 SA1579  HISTORY     - Date     Condition        Report By
 SA1579  HISTORY     - 1946     MONUMENTED       CGS
 SA1579  HISTORY     - 1967     GOOD             NGS
 SA1579
 SA1579                          STATION DESCRIPTION
 SA1579
 SA1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1579'7.8 MI SW FROM MATTAWA.
 SA1579'THE MARK IS IN THE NORTHEAST QUARTER OF SECTION 35, T14N, R23E, ABOUT
 SA1579'0.45 MILE SOUTHWEST OF THE NORTHEAST CORNER OF THE SECTION, 20 FEET
 SA1579'SOUTH OF AND 1 FOOT LOWER THAN THE ROAD, 12 FEET EAST OF THE THIRD
 SA1579'POWER POLE WEST OF TWO POLES ONLY ABOUT 30 FEET APART, AND ON LINE
 SA1579'WITH THE LINE OF POLES.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF
 SA1579'THE MARK, WHICH IS A STANDARD DISK WELDED TO A 3 1/2-INCH PIPE WHICH
 SA1579'PROJECTS 4 INCHES.  NOTE-- REACHED FROM MATTAWA BY GOING WEST 1.6
 SA1579'MILES, THEN SOUTH 2.15 MILES TO A RANCH HOUSE ON THE RIGHT, CONTINUE
 SA1579'SOUTH, THEN SOUTHEAST ALONG THE RIVER FOR 4.05 MILES TO THE MARK ON
 SA1579'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0170 ***********************************************************************
 SD0170  DESIGNATION -  C 28
 SD0170  PID         -  SD0170
 SD0170  STATE/COUNTY-  WA/CLALLAM
 SD0170  USGS QUAD   -  FORKS (1981)
 SD0170
 SD0170                         *CURRENT SURVEY CONTROL
 SD0170  ___________________________________________________________________
 SD0170* NAD 83(1986)-  47 59 01.     (N)    124 23 55.     (W)     SCALED    
 SD0170* NAVD 88     -        71.721  (meters)     235.30   (feet)  POSTED    
 SD0170  ___________________________________________________________________
 SD0170  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SD0170  DYNAMIC HT  -          71.730 (meters)     235.33  (feet)  COMP
 SD0170  MODELED GRAV-     980,808.0   (mgal)                       NAVD 88
 SD0170
 SD0170  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SD0170
 SD0170.The horizontal coordinates were scaled from a topographic map and have
 SD0170.an estimated accuracy of +/- 6 seconds.
 SD0170
 SD0170.The orthometric height was determined by differential leveling
 SD0170.and adjusted by the National Geodetic Survey in 1992..
 SD0170.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SD0170.rate of 0.0 thru 1.0 mm/km.
 SD0170
 SD0170.The geoid height was determined by GEOID03.
 SD0170
 SD0170.The dynamic height is computed by dividing the NAVD 88
 SD0170.geopotential number by the normal gravity value computed on the
 SD0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0170.degrees latitude (g = 980.6199 gals.).
 SD0170
 SD0170.The modeled gravity was interpolated from observed gravity values.
 SD0170
 SD0170;                    North         East    Units  Estimated Accuracy
 SD0170;SPC WA N     -   115,520.      233,970.      MT  (+/- 180 meters Scaled)
 SD0170
 SD0170                          SUPERSEDED SURVEY CONTROL
 SD0170
 SD0170  NGVD 29 (??/??/92)   70.658  (m)          231.82   (f) ADJ UNCH    1 2
 SD0170
 SD0170.Superseded values are not recommended for survey control.
 SD0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0170.See file dsdata.txt to determine how the superseded data were derived.
 SD0170
 SD0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU956154(NAD 83)
 SD0170_MARKER: DB = BENCH MARK DISK
 SD0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SD0170_SP_SET: ABUTMENT
 SD0170_STAMPING: 231.368 C 28 1933
 SD0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0170
 SD0170  HISTORY     - Date     Condition        Report By
 SD0170  HISTORY     - 1933     MONUMENTED       CGS
 SD0170  HISTORY     - 1974     MARK NOT FOUND   NGS
 SD0170
 SD0170                          STATION DESCRIPTION
 SD0170
 SD0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0170'2.9 MI N FROM FORKS.
 SD0170'2.9 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 SD0170'ACKERLY STREET AND FORKS AVENUE AT FORKS, CLALLAM COUNTY, AT A
 SD0170'CONCRETE BRIDGE OVER SOLEDUCK RIVER, IN THE TOP OF THE SOUTHEAST END
 SD0170'OF THE SOUTHWEST CONCRETE ABUTMENT, AND 14 FEET SOUTHEAST OF THE
 SD0170'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK.  SEC 29, T 29N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0982 ***********************************************************************
 RZ0982  DESIGNATION -  C 280
 RZ0982  PID         -  RZ0982
 RZ0982  STATE/COUNTY-  WA/ASOTIN
 RZ0982  USGS QUAD   -  BLACK BUTTE (1971)
 RZ0982
 RZ0982                         *CURRENT SURVEY CONTROL
 RZ0982  ___________________________________________________________________
 RZ0982* NAD 83(1986)-  46 03 42.     (N)    117 06 46.     (W)     SCALED    
 RZ0982* NAVD 88     -       572.888  (meters)    1879.55   (feet)  ADJUSTED  
 RZ0982  ___________________________________________________________________
 RZ0982  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 RZ0982  DYNAMIC HT  -         572.778 (meters)    1879.19  (feet)  COMP
 RZ0982  MODELED GRAV-     980,406.9   (mgal)                       NAVD 88
 RZ0982
 RZ0982  VERT ORDER  -  SECOND    CLASS 0
 RZ0982
 RZ0982.The horizontal coordinates were scaled from a topographic map and have
 RZ0982.an estimated accuracy of +/- 6 seconds.
 RZ0982
 RZ0982.The orthometric height was determined by differential leveling
 RZ0982.and adjusted by the National Geodetic Survey in June 1991..
 RZ0982
 RZ0982.The geoid height was determined by GEOID03.
 RZ0982
 RZ0982.The dynamic height is computed by dividing the NAVD 88
 RZ0982.geopotential number by the normal gravity value computed on the
 RZ0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0982.degrees latitude (g = 980.6199 gals.).
 RZ0982
 RZ0982.The modeled gravity was interpolated from observed gravity values.
 RZ0982
 RZ0982;                    North         East    Units  Estimated Accuracy
 RZ0982;SPC WA S     -    86,580.      762,000.      MT  (+/- 180 meters Scaled)
 RZ0982
 RZ0982                          SUPERSEDED SURVEY CONTROL
 RZ0982
 RZ0982  NGVD 29 (??/??/92)  571.782  (m)         1875.92   (f) ADJ UNCH    2 0
 RZ0982
 RZ0982.Superseded values are not recommended for survey control.
 RZ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0982.See file dsdata.txt to determine how the superseded data were derived.
 RZ0982
 RZ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM912009(NAD 83)
 RZ0982_MARKER: DB = BENCH MARK DISK
 RZ0982_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0982_SP_SET: BEDROCK
 RZ0982_STAMPING: C 280 1946
 RZ0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0982+STABILITY: POSITION/ELEVATION WELL
 RZ0982
 RZ0982  HISTORY     - Date     Condition        Report By
 RZ0982  HISTORY     - 1946     MONUMENTED       CGS
 RZ0982  HISTORY     - 1962     GOOD             NGS
 RZ0982
 RZ0982                          STATION DESCRIPTION
 RZ0982
 RZ0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RZ0982'6.6 MI S FROM ANATONE.
 RZ0982'REACHED FROM THE POST OFFICE AT ANATONE GO SOUTH ON STATE HIGHWAY 3
 RZ0982'FOR 1.7 MILES TO A T-ROAD, TURN LEFT ON THIS PAVED ROAD GO 0.8 MILE TO
 RZ0982'ANOTHER T-ROAD, TURN RIGHT ON A GRAVELED ROAD GO UP A SHORT GRADE AND
 RZ0982'DOWN A STEEP GRADE FOR 4.1 MILES, ABOUT 0.2 MILE WEST OF TWO ROUND
 RZ0982'WOODEN CORRALS ON THE INSIDE OF A SHARP CURVE, 90-FEET SOUTHWEST OF
 RZ0982'THE CENTER OF A ROAD LEADING DOWN GRADE TO THE NORTHWEST TO A SET OF
 RZ0982'OLD FARM BUILDINGS, 40-FEET SOUTHEAST OF THE CENTER LINE OF THE
 RZ0982'HIGHWAY, 8-FEET EAST OF A FENCE, AND 9-FEET EAST-SOUTHEAST OF A METAL
 RZ0982'WITNESS POST.  A STANDARD BENCH MARK DISK SET IN BEDROCK AND ABOUT 6
 RZ0982'FEET HIGHER THAN THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0115 ***********************************************************************
 TP0115  DESIGNATION -  C 281
 TP0115  PID         -  TP0115
 TP0115  STATE/COUNTY-  WA/FERRY
 TP0115  USGS QUAD   -  BANGS MOUNTAIN (1992)
 TP0115
 TP0115                         *CURRENT SURVEY CONTROL
 TP0115  ___________________________________________________________________
 TP0115* NAD 83(1986)-  48 37 20.     (N)    118 07 49.     (W)     SCALED    
 TP0115* NAVD 88     -       453.303  (meters)    1487.21   (feet)  ADJUSTED  
 TP0115  ___________________________________________________________________
 TP0115  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 TP0115  DYNAMIC HT  -         453.374 (meters)    1487.44  (feet)  COMP
 TP0115  MODELED GRAV-     980,753.8   (mgal)                       NAVD 88
 TP0115
 TP0115  VERT ORDER  -  FIRST     CLASS II
 TP0115
 TP0115.The horizontal coordinates were scaled from a topographic map and have
 TP0115.an estimated accuracy of +/- 6 seconds.
 TP0115
 TP0115.The orthometric height was determined by differential leveling
 TP0115.and adjusted by the National Geodetic Survey in June 1991..
 TP0115
 TP0115.The geoid height was determined by GEOID03.
 TP0115
 TP0115.The dynamic height is computed by dividing the NAVD 88
 TP0115.geopotential number by the normal gravity value computed on the
 TP0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0115.degrees latitude (g = 980.6199 gals.).
 TP0115
 TP0115.The modeled gravity was interpolated from observed gravity values.
 TP0115
 TP0115;                    North         East    Units  Estimated Accuracy
 TP0115;SPC WA N     -   183,870.      699,230.      MT  (+/- 180 meters Scaled)
 TP0115
 TP0115                          SUPERSEDED SURVEY CONTROL
 TP0115
 TP0115  NGVD 29 (??/??/92)  452.076  (m)         1483.19   (f) ADJ UNCH    1 2
 TP0115
 TP0115.Superseded values are not recommended for survey control.
 TP0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0115.See file dsdata.txt to determine how the superseded data were derived.
 TP0115
 TP0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP167860(NAD 83)
 TP0115_MARKER: DB = BENCH MARK DISK
 TP0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0115_STAMPING: C 281 1946
 TP0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0115+STABILITY: SURFACE MOTION
 TP0115
 TP0115  HISTORY     - Date     Condition        Report By
 TP0115  HISTORY     - 1946     MONUMENTED       CGS
 TP0115
 TP0115                          STATION DESCRIPTION
 TP0115
 TP0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0115'4.2 MI SW FROM KETTLE FALLS.
 TP0115'3.7 MILES WEST ALONG U.S. HIGHWAY NO. 395, THENCE.  0.5 MILE SOUTH
 TP0115'ALONG A COUNTY GRAVEL ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 TP0115'KETTLE FALLS, ABOUT 250.0 FEET SOUTH OF A FARM HOUSE, 167.0 FEET
 TP0115'SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY LEADING TO THE FARM HOUSE,
 TP0115'59.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 16.2 FEET NORTHEAST
 TP0115'OF THE ROAD STATION POST NO. 2000, 1.7 FEET NORTHWEST OF A GARDEN
 TP0115'FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST, A BENCH MARK DISK SET IN
 TP0115'TOP OF A CONCRETE POST, AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0637 ***********************************************************************
 RZ0637  DESIGNATION -  C 282
 RZ0637  PID         -  RZ0637
 RZ0637  STATE/COUNTY-  WA/WHITMAN
 RZ0637  USGS QUAD   -  PULLMAN (1975)
 RZ0637
 RZ0637                         *CURRENT SURVEY CONTROL
 RZ0637  ___________________________________________________________________
 RZ0637* NAD 83(1986)-  46 39 10.     (N)    117 11 02.     (W)     SCALED    
 RZ0637* NAVD 88     -       778.303  (meters)    2553.48   (feet)  ADJUSTED  
 RZ0637  ___________________________________________________________________
 RZ0637  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 RZ0637  DYNAMIC HT  -         778.247 (meters)    2553.30  (feet)  COMP
 RZ0637  MODELED GRAV-     980,517.3   (mgal)                       NAVD 88
 RZ0637
 RZ0637  VERT ORDER  -  FIRST     CLASS II
 RZ0637
 RZ0637.The horizontal coordinates were scaled from a topographic map and have
 RZ0637.an estimated accuracy of +/- 6 seconds.
 RZ0637
 RZ0637.The orthometric height was determined by differential leveling
 RZ0637.and adjusted by the National Geodetic Survey in June 1991..
 RZ0637
 RZ0637.The geoid height was determined by GEOID03.
 RZ0637
 RZ0637.The dynamic height is computed by dividing the NAVD 88
 RZ0637.geopotential number by the normal gravity value computed on the
 RZ0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0637.degrees latitude (g = 980.6199 gals.).
 RZ0637
 RZ0637.The modeled gravity was interpolated from observed gravity values.
 RZ0637
 RZ0637;                    North         East    Units  Estimated Accuracy
 RZ0637;SPC WA S     -   151,990.      753,740.      MT  (+/- 180 meters Scaled)
 RZ0637
 RZ0637                          SUPERSEDED SURVEY CONTROL
 RZ0637
 RZ0637  NGVD 29 (??/??/92)  777.226  (m)         2549.95   (f) ADJ UNCH    1 2
 RZ0637
 RZ0637.Superseded values are not recommended for survey control.
 RZ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0637.See file dsdata.txt to determine how the superseded data were derived.
 RZ0637
 RZ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM859665(NAD 83)
 RZ0637_MARKER: DB = BENCH MARK DISK
 RZ0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0637_STAMPING: C 282 1946
 RZ0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0637+STABILITY: SURFACE MOTION
 RZ0637
 RZ0637  HISTORY     - Date     Condition        Report By
 RZ0637  HISTORY     - 1946     MONUMENTED       CGS
 RZ0637  HISTORY     - 1959     MARK NOT FOUND   USGS
 RZ0637  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0637
 RZ0637                          STATION DESCRIPTION
 RZ0637
 RZ0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RZ0637'8.4 MI S FROM PULLMAN.
 RZ0637'8.4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0637'PULLMAN, ABOUT 0.2 MILE WEST OF THE TRACK, ALONG A COUNTY ROAD, 78
 RZ0637'FEET SOUTHWEST OF AN OLD ABANDONED FARMHOUSE, 75 FEET SOUTHEAST OF
 RZ0637'POWER LINE POLE 98-41, 20 1/2 FEET EAST OF THE CENTER LINE OF THE
 RZ0637'ROAD, 2.8 FEET NORTH OF A WHITE WITNESS POST, AND 1.5 FEET WEST OF A
 RZ0637'FENCE LINE.
 RZ0637
 RZ0637                          STATION RECOVERY (1959)
 RZ0637
 RZ0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RZ0637'MARK NOT FOUND.
 RZ0637
 RZ0637                          STATION RECOVERY (1980)
 RZ0637
 RZ0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0637'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0612 ***********************************************************************
 TP0612  DESIGNATION -  C 283
 TP0612  PID         -  TP0612
 TP0612  STATE/COUNTY-  WA/OKANOGAN
 TP0612  USGS QUAD   -  NIGHTHAWK (1981)
 TP0612
 TP0612                         *CURRENT SURVEY CONTROL
 TP0612  ___________________________________________________________________
 TP0612* NAD 83(1986)-  48 56 55.     (N)    119 42 36.     (W)     SCALED    
 TP0612* NAVD 88     -       363.644  (meters)    1193.06   (feet)  ADJUSTED  
 TP0612  ___________________________________________________________________
 TP0612  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 TP0612  DYNAMIC HT  -         363.690 (meters)    1193.21  (feet)  COMP
 TP0612  MODELED GRAV-     980,729.1   (mgal)                       NAVD 88
 TP0612
 TP0612  VERT ORDER  -  FIRST     CLASS II
 TP0612
 TP0612.The horizontal coordinates were scaled from a topographic map and have
 TP0612.an estimated accuracy of +/- 6 seconds.
 TP0612
 TP0612.The orthometric height was determined by differential leveling
 TP0612.and adjusted by the National Geodetic Survey in June 1991..
 TP0612
 TP0612.The geoid height was determined by GEOID03.
 TP0612
 TP0612.The dynamic height is computed by dividing the NAVD 88
 TP0612.geopotential number by the normal gravity value computed on the
 TP0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0612.degrees latitude (g = 980.6199 gals.).
 TP0612
 TP0612.The modeled gravity was interpolated from observed gravity values.
 TP0612
 TP0612;                    North         East    Units  Estimated Accuracy
 TP0612;SPC WA N     -   217,270.      582,280.      MT  (+/- 180 meters Scaled)
 TP0612
 TP0612                          SUPERSEDED SURVEY CONTROL
 TP0612
 TP0612  NGVD 29 (??/??/92)  362.311  (m)         1188.68   (f) ADJ UNCH    1 2
 TP0612
 TP0612.Superseded values are not recommended for survey control.
 TP0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0612.See file dsdata.txt to determine how the superseded data were derived.
 TP0612
 TP0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ015252(NAD 83)
 TP0612_MARKER: DB = BENCH MARK DISK
 TP0612_SETTING: 80 = SET IN A BOULDER
 TP0612_STAMPING: C 283 1946
 TP0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0612+STABILITY: SURFACE MOTION
 TP0612
 TP0612  HISTORY     - Date     Condition        Report By
 TP0612  HISTORY     - 1946     MONUMENTED       CGS
 TP0612
 TP0612                          STATION DESCRIPTION
 TP0612
 TP0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0612'3.70 MI S FROM CHOPAKA.
 TP0612'3.70 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE WATER TANK
 TP0612'AT CHOPAKA, 150 FEET SOUTHEAST OF A FARM ROAD CROSSING, 62 FEET
 TP0612'NORTHEAST OF THE CENTERLINE OF A COUNTY ROAD, 16.6 FEET SOUTHWEST OF
 TP0612'THE SOUTHWEST RAIL, 0.8 FOOT ABOVE THE IMMEDIATE GROUND LEVEL, AND 1/2
 TP0612'FOOT ABOVE THE RAIL, AND IN THE TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0263 ***********************************************************************
 TP0263  DESIGNATION -  C 284
 TP0263  PID         -  TP0263
 TP0263  STATE/COUNTY-  WA/FERRY
 TP0263  USGS QUAD   -  REPUBLIC (1992)
 TP0263
 TP0263                         *CURRENT SURVEY CONTROL
 TP0263  ___________________________________________________________________
 TP0263* NAD 83(1986)-  48 37 56.     (N)    118 44 09.     (W)     SCALED    
 TP0263* NAVD 88     -       727.07   (+/-2cm)    2385.4    (feet)  VERTCON   
 TP0263  ___________________________________________________________________
 TP0263  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 TP0263
 TP0263  VERT ORDER  -  FIRST     CLASS II (See Below)
 TP0263
 TP0263.The horizontal coordinates were scaled from a topographic map and have
 TP0263.an estimated accuracy of +/- 6 seconds.
 TP0263
 TP0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0263.The vertical order pertains to the NGVD 29 superseded value.
 TP0263
 TP0263.The geoid height was determined by GEOID03.
 TP0263
 TP0263;                    North         East    Units  Estimated Accuracy
 TP0263;SPC WA N     -   183,590.      654,580.      MT  (+/- 180 meters Scaled)
 TP0263
 TP0263                          SUPERSEDED SURVEY CONTROL
 TP0263
 TP0263  NGVD 29 (??/??/92)  725.787  (m)         2381.19   (f) ADJ UNCH    1 2
 TP0263
 TP0263.Superseded values are not recommended for survey control.
 TP0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0263.See file dsdata.txt to determine how the superseded data were derived.
 TP0263
 TP0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP721880(NAD 83)
 TP0263_MARKER: DB = BENCH MARK DISK
 TP0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0263_STAMPING: C 284 1946
 TP0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0263+STABILITY: SURFACE MOTION
 TP0263
 TP0263  HISTORY     - Date     Condition        Report By
 TP0263  HISTORY     - 1946     MONUMENTED       CGS
 TP0263  HISTORY     - 19850501 MARK NOT FOUND   USGS
 TP0263
 TP0263                          STATION DESCRIPTION
 TP0263
 TP0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0263'1.5 MI SW FROM REPUBLIC.
 TP0263'1.0 MILE SOUTH ALONG STATE HIGHWAY NO.4, THENCE.  0.5 MILE WEST ALONG
 TP0263'THE AIRPORT ROAD FROM THE POST OFFICE AT REPUBLIC, AT THE FAIR WEATHER
 TP0263'AIRPORT, ABOUT 75.0 FEET WEST OF THE WEST SIDE OF THE RUNWAY, 8.0 FEET
 TP0263'NORTH OF THE NORTHEAST CORNER OF THE SOUTH HANGAR, 2.0 FEET SOUTH OF A
 TP0263'WITNESS POST, A BENCH MARK DISK IN TOP OF A CONCRETE POST, AND FLUSH
 TP0263'WITH THE GROUND.
 TP0263
 TP0263                          STATION RECOVERY (1985)
 TP0263
 TP0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DEK)
 TP0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0805 ***********************************************************************
 SC0805  PACS        -  This is a Primary Airport Control Station.
 SC0805  DESIGNATION -  C 285
 SC0805  PID         -  SC0805
 SC0805  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0805  USGS QUAD   -  HOQUIAM (1994)
 SC0805
 SC0805                         *CURRENT SURVEY CONTROL
 SC0805  ___________________________________________________________________
 SC0805* NAD 83(1998)-  46 58 22.74096(N)    123 55 38.40219(W)     ADJUSTED  
 SC0805* NAVD 88     -         4.241  (meters)      13.91   (feet)  ADJUSTED  
 SC0805  ___________________________________________________________________
 SC0805  X           -  -2,433,422.542 (meters)                     COMP
 SC0805  Y           -  -3,617,585.562 (meters)                     COMP
 SC0805  Z           -   4,639,701.668 (meters)                     COMP
 SC0805  LAPLACE CORR-          13.50  (seconds)                    DEFLEC99
 SC0805  ELLIP HEIGHT-         -19.52  (meters)          (07/02/01) GPS OBS
 SC0805  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SC0805  DYNAMIC HT  -           4.241 (meters)      13.91  (feet)  COMP
 SC0805  MODELED GRAV-     980,763.6   (mgal)                       NAVD 88
 SC0805
 SC0805  HORZ ORDER  -  B
 SC0805  VERT ORDER  -  FIRST     CLASS I
 SC0805  ELLP ORDER  -  THIRD     CLASS II
 SC0805
 SC0805.This mark is at Bowerman Airport (HQM)
 SC0805
 SC0805.The horizontal coordinates were established by GPS observations
 SC0805.and adjusted by the National Geodetic Survey in July 2001..
 SC0805.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC0805.DATUM ITEM on the data sheet items page.
 SC0805
 SC0805.The orthometric height was determined by differential leveling
 SC0805.and adjusted by the National Geodetic Survey in June 1991..
 SC0805.WARNING-Repeat measurements at this control monument indicate possible
 SC0805.vertical movement.
 SC0805
 SC0805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC0805
 SC0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0805
 SC0805.The ellipsoidal height was determined by GPS observations
 SC0805.and is referenced to NAD 83.
 SC0805
 SC0805.The geoid height was determined by GEOID03.
 SC0805
 SC0805.The dynamic height is computed by dividing the NAVD 88
 SC0805.geopotential number by the normal gravity value computed on the
 SC0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0805.degrees latitude (g = 980.6199 gals.).
 SC0805
 SC0805.The modeled gravity was interpolated from observed gravity values.
 SC0805
 SC0805;                    North         East     Units Scale Factor Converg.
 SC0805;SPC WA S     -   187,914.799   239,297.685   MT  0.99993750   -2 29 22.6
 SC0805;SPC WA S     -   616,517.14    785,095.82   sFT  0.99993750   -2 29 22.6
 SC0805;UTM  10      - 5,202,579.186   429,463.581   MT  0.99966115   -0 40 40.6
 SC0805
 SC0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0805!SPC WA S     -   1.00000306  x   0.99993750  =   0.99994056
 SC0805!UTM  10      -   1.00000306  x   0.99966115  =   0.99966421
 SC0805
 SC0805|---------------------------------------------------------------------|
 SC0805| PID    Reference Object                     Distance      Geod. Az  |
 SC0805|                                                           dddmmss.s |
 SC0805| AC5451 HQM AP STA A2                       115.356 METERS 15154     |
 SC0805|---------------------------------------------------------------------|
 SC0805
 SC0805                          SUPERSEDED SURVEY CONTROL
 SC0805
 SC0805  NAD 83(1998)-  46 58 22.74049(N)    123 55 38.40313(W) AD(       ) B
 SC0805  ELLIP H (07/23/97)  -19.48   (m)                       GP(       ) 3 1
 SC0805  NAVD 88 (07/23/97)    4.24   (m)           13.9    (f) LEVELING    3  
 SC0805  NGVD 29 (??/??/92)    3.238  (m)           10.62   (f) ADJ UNCH    1 1
 SC0805
 SC0805.Superseded values are not recommended for survey control.
 SC0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0805.See file dsdata.txt to determine how the superseded data were derived.
 SC0805
 SC0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT2946402579(NAD 83)
 SC0805_MARKER: DB = BENCH MARK DISK
 SC0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0805_STAMPING: C 285 1947
 SC0805_MARK LOGO: CGS   
 SC0805_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0805+STABILITY: SURFACE MOTION
 SC0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0805+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1997
 SC0805
 SC0805  HISTORY     - Date     Condition        Report By
 SC0805  HISTORY     - 1947     MONUMENTED       CGS
 SC0805  HISTORY     - 1974     GOOD             NGS
 SC0805  HISTORY     - 19960815 GOOD             CHANCE
 SC0805  HISTORY     - 19970916 GOOD             NGS
 SC0805
 SC0805                          STATION DESCRIPTION
 SC0805
 SC0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0805'2.15 MI SW FROM HOQUIAM.
 SC0805'ABOUT 0.95 MILE SOUTHWEST ALONG FIFTH STREET FROM THE JUNCTION WITH
 SC0805'EMERSON AVENUE AND U. S. HIGHWAY 101 (LINCOLN STREET) AT HOQUIAM,
 SC0805'THENCE ABOUT 1.2 MILES WEST ALONG AIRPORT ROAD, AT BOWERMAN AIRPORT
 SC0805'(FORMERLY MOON ISLAND AIRPORT), ALONG THE SOUTHWEST EDGE OF A SHORT
 SC0805'TAXI STRIP NEAR THE FLIGHT SERVICE STATION, 155 FEET NORTHWEST OF THE
 SC0805'NORTHWEST EDGE OF RUNWAY, 10.8 FEET WEST OF THE CENTER OF CONCRETE
 SC0805'FOUNDATION FOR RUNWAY LIGHT, 8.8 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 SC0805'OF EAST TAXI STRIP, 295 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 SC0805'TERMINAL BUILDING, 131.8 FEET SOUTH OF THE SOUTH CORNER OF STEEL GRATE
 SC0805'COVER FOR CATCH BASIN, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SC0805'WITH THE GROUND.  SEC T17N, R 10W.  NOTE-- THIS IS A MARSHY FILLED IN
 SC0805'AREA.
 SC0805
 SC0805                          STATION RECOVERY (1996)
 SC0805
 SC0805'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SC0805'STATION IS LOCATED ABOUT 16 MILES (25.7 KM) WEST OF MONTESANO, 10
 SC0805'MILES (16.1 KM) EAST OF OCEAN SHORES, IN SOUTHWEST HOQUIAM, AT
 SC0805'BOWERMAN FIELD, BOB MEYER - AIRPORT MAINTENANCE, PHONE 360-533-6655
 SC0805'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 101 AND 5TH
 SC0805'STREET IN HOQUIAM, PROCEED SOUTHWEST THEN WEST ON 5TH ST -WHICH
 SC0805'BECOMES AIRPORT WAY- AS IT WINDS TOWARD THE AIRPORT A TOTAL OF 2.55 MI
 SC0805'(4.10 KM) TO THE AIRPORT ENTRANCE DRIVE, JUST EAST OF LANAS HANGAR
 SC0805'CAFE.  OBTAIN PERMISSION TO ENTER AIRPORT GROUNDS, TURN LEFT AND
 SC0805'PROCEED SOUTH THROUGH THE GATE AND ACROSS THE RAMP 0.05 MI (0.08 KM)
 SC0805'TO THE JUNCTION WITH TAXIWAY A.  TURN LEFT AND PROCEED EAST ON TAXIWAY
 SC0805'A 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT  THE STATION IS A
 SC0805'STANDARD US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP
 SC0805'OF A ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  THE STATION
 SC0805'IS LOCATED 3.3 M (10.8 FT) WEST OF THE CENTER OF AN ABANDONED TAXIWAY
 SC0805'LIGHT BASE, 58.95 M (193.41 FT) NORTHWEST OF THE NORTHERN OF FOUR
 SC0805'THRESHOLD LIGHTS.  51.95 M (170.44 FT) NORTH OF THE FIRST RUNWAY LIGHT
 SC0805'WEST OF THE EAST END OF THE RUNWAY, 2.6 M (8.5 FT) SOUTH OF THE SOUTH
 SC0805'EDGE OF THE TAXIWAY, 48.7 M (159.8 FT) WEST OF THE SOUTH END OF THE
 SC0805'-HOLD SHORT- SIGN, 40.5 M (132.9 FT) SOUTHEAST OF A SQUARE DRAIN INLET
 SC0805'IN THE PAVED RAMP  THE STATION HAS BEEN DESIGNATED AS A PRIMARY
 SC0805'AIRPORT CONTROL STATION (PACS) - WASHINGTON ANA SURVEYS 1996
 SC0805
 SC0805                          STATION RECOVERY (1997)
 SC0805
 SC0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 SC0805'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0651 ***********************************************************************
 SB0651  DESIGNATION -  C 286
 SB0651  PID         -  SB0651
 SB0651  STATE/COUNTY-  WA/YAKIMA
 SB0651  USGS QUAD   -  JUNGLE BUTTE (1970)
 SB0651
 SB0651                         *CURRENT SURVEY CONTROL
 SB0651  ___________________________________________________________________
 SB0651* NAD 83(1986)-  46 10 49.     (N)    121 17 17.     (W)     SCALED    
 SB0651* NAVD 88     -       817.538  (meters)    2682.21   (feet)  ADJUSTED  
 SB0651  ___________________________________________________________________
 SB0651  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 SB0651  DYNAMIC HT  -         817.428 (meters)    2681.84  (feet)  COMP
 SB0651  MODELED GRAV-     980,452.8   (mgal)                       NAVD 88
 SB0651
 SB0651  VERT ORDER  -  SECOND    CLASS 0
 SB0651
 SB0651.The horizontal coordinates were scaled from a topographic map and have
 SB0651.an estimated accuracy of +/- 6 seconds.
 SB0651
 SB0651.The orthometric height was determined by differential leveling
 SB0651.and adjusted by the National Geodetic Survey in June 1991..
 SB0651
 SB0651.The geoid height was determined by GEOID03.
 SB0651
 SB0651.The dynamic height is computed by dividing the NAVD 88
 SB0651.geopotential number by the normal gravity value computed on the
 SB0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0651.degrees latitude (g = 980.6199 gals.).
 SB0651
 SB0651.The modeled gravity was interpolated from observed gravity values.
 SB0651
 SB0651;                    North         East    Units  Estimated Accuracy
 SB0651;SPC WA S     -    94,440.      439,160.      MT  (+/- 180 meters Scaled)
 SB0651
 SB0651                          SUPERSEDED SURVEY CONTROL
 SB0651
 SB0651  NGVD 29 (??/??/92)  816.363  (m)         2678.35   (f) ADJ UNCH    2 0
 SB0651
 SB0651.Superseded values are not recommended for survey control.
 SB0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0651.See file dsdata.txt to determine how the superseded data were derived.
 SB0651
 SB0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS321155(NAD 83)
 SB0651_MARKER: DB = BENCH MARK DISK
 SB0651_SETTING: 80 = SET IN A BOULDER
 SB0651_SP_SET: BOULDER
 SB0651_STAMPING: C 286 1946
 SB0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0651+STABILITY: SURFACE MOTION
 SB0651
 SB0651  HISTORY     - Date     Condition        Report By
 SB0651  HISTORY     - 1946     MONUMENTED       CGS
 SB0651
 SB0651                          STATION DESCRIPTION
 SB0651
 SB0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0651'14.2 MI N FROM GLENWOOD.
 SB0651'0.1 MILE SOUTHEAST ALONG AN OIL ROAD FROM THE SCHOOL AT GLENWOOD, 14.1
 SB0651'MILES NORTH ALONG THE MT. ADAMS ROAD, AT CUNNINGHAM CREEK, 60 YARDS
 SB0651'SOUTHWEST OF THE SOUTHWEST ABUTMENT OF THE WOODEN BRIDGE OVER
 SB0651'CUNNINGHAM CREEK, 47 YARDS WEST OF THE CENTERLINE OF THE ROAD, 9.0
 SB0651'FEET NORTH OF A LARGE FIR TREE, SET IN TOP OF A BOULDER WHICH PROJECTS
 SB0651'3 FEET ABOVE THE GROUND LEVEL.  A LARGE WHITE BM PAINTED ON THE EAST
 SB0651'SIDE OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0780 ***********************************************************************
 SB0780  DESIGNATION -  C 287
 SB0780  PID         -  SB0780
 SB0780  STATE/COUNTY-  WA/SKAMANIA
 SB0780  USGS QUAD   -  GREEN MOUNTAIN (1994)
 SB0780
 SB0780                         *CURRENT SURVEY CONTROL
 SB0780  ___________________________________________________________________
 SB0780* NAD 83(1986)-  46 16 53.     (N)    121 35 56.     (W)     SCALED    
 SB0780* NAVD 88     -      1355.684  (meters)    4447.77   (feet)  ADJUSTED  
 SB0780  ___________________________________________________________________
 SB0780  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 SB0780  DYNAMIC HT  -        1355.415 (meters)    4446.89  (feet)  COMP
 SB0780  MODELED GRAV-     980,367.8   (mgal)                       NAVD 88
 SB0780
 SB0780  VERT ORDER  -  SECOND    CLASS 0
 SB0780
 SB0780.The horizontal coordinates were scaled from a topographic map and have
 SB0780.an estimated accuracy of +/- 6 seconds.
 SB0780
 SB0780.The orthometric height was determined by differential leveling
 SB0780.and adjusted by the National Geodetic Survey in June 1991..
 SB0780
 SB0780.The geoid height was determined by GEOID03.
 SB0780
 SB0780.The dynamic height is computed by dividing the NAVD 88
 SB0780.geopotential number by the normal gravity value computed on the
 SB0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0780.degrees latitude (g = 980.6199 gals.).
 SB0780
 SB0780.The modeled gravity was interpolated from observed gravity values.
 SB0780
 SB0780;                    North         East    Units  Estimated Accuracy
 SB0780;SPC WA S     -   105,970.      415,320.      MT  (+/- 180 meters Scaled)
 SB0780
 SB0780                          SUPERSEDED SURVEY CONTROL
 SB0780
 SB0780  NGVD 29 (??/??/92) 1354.472  (m)         4443.80   (f) ADJ UNCH    2 0
 SB0780
 SB0780.Superseded values are not recommended for survey control.
 SB0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0780.See file dsdata.txt to determine how the superseded data were derived.
 SB0780
 SB0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS079262(NAD 83)
 SB0780_MARKER: DB = BENCH MARK DISK
 SB0780_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0780_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0780_STAMPING: C 287 1946
 SB0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0780
 SB0780  HISTORY     - Date     Condition        Report By
 SB0780  HISTORY     - 1946     MONUMENTED       CGS
 SB0780  HISTORY     - 1968     GOOD             NGS
 SB0780
 SB0780                          STATION DESCRIPTION
 SB0780
 SB0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SB0780'31.1 MI SE FROM RANDLE.
 SB0780'MARK IS IN SEC 7, T 9 N, R 10 E, 9.2 MILES SOUTHWEST ALONG ROAD 101
 SB0780'FROM THE MIDWAY GUARD STATION, 0.8 MILE EAST OF THE INTERSECTION OF
 SB0780'ROADS 1007 AND 101, IN THE NORTHEAST CORNER OF THE GRASSY AREA IN THE
 SB0780'Y AT THE JUNCTION OF ROADS 101 AND N 938 (N 938 GOES SOUTH TO LAKE
 SB0780'TAKHLAKH CAMPGROUND), 25 FEET NORTHEAST OF A 2-FOOT PINE TREE WHICH IS
 SB0780'THE ONLY LARGE TREE IN THE TRIANGLE, 14 FEET SOUTH OF THE CENTER OF
 SB0780'THE EAST-WEST ROAD, 13 FEET NORTHWEST OF THE CENTER OF A ROAD, 6
 SB0780'INCHES EAST OF A METAL WITNESS POST.  A STANDARD DISK SET ON A 3 1/2
 SB0780'INCH PIPE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0692 ***********************************************************************
 SB0692  DESIGNATION -  C 288
 SB0692  PID         -  SB0692
 SB0692  STATE/COUNTY-  WA/YAKIMA
 SB0692  USGS QUAD   -  SIGNAL PEAK (1970)
 SB0692
 SB0692                         *CURRENT SURVEY CONTROL
 SB0692  ___________________________________________________________________
 SB0692* NAD 83(1986)-  46 13 10.     (N)    121 11 13.     (W)     SCALED    
 SB0692* NAVD 88     -      1046.245  (meters)    3432.56   (feet)  ADJUSTED  
 SB0692  ___________________________________________________________________
 SB0692  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 SB0692  DYNAMIC HT  -        1046.033 (meters)    3431.86  (feet)  COMP
 SB0692  MODELED GRAV-     980,376.7   (mgal)                       NAVD 88
 SB0692
 SB0692  VERT ORDER  -  SECOND    CLASS 0
 SB0692
 SB0692.The horizontal coordinates were scaled from a topographic map and have
 SB0692.an estimated accuracy of +/- 6 seconds.
 SB0692
 SB0692.The orthometric height was determined by differential leveling
 SB0692.and adjusted by the National Geodetic Survey in June 1991..
 SB0692
 SB0692.The geoid height was determined by GEOID03.
 SB0692
 SB0692.The dynamic height is computed by dividing the NAVD 88
 SB0692.geopotential number by the normal gravity value computed on the
 SB0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0692.degrees latitude (g = 980.6199 gals.).
 SB0692
 SB0692.The modeled gravity was interpolated from observed gravity values.
 SB0692
 SB0692;                    North         East    Units  Estimated Accuracy
 SB0692;SPC WA S     -    98,720.      447,000.      MT  (+/- 180 meters Scaled)
 SB0692
 SB0692                          SUPERSEDED SURVEY CONTROL
 SB0692
 SB0692  NGVD 29 (??/??/92) 1045.013  (m)         3428.51   (f) ADJ UNCH    2 0
 SB0692
 SB0692.Superseded values are not recommended for survey control.
 SB0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0692.See file dsdata.txt to determine how the superseded data were derived.
 SB0692
 SB0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS398200(NAD 83)
 SB0692_MARKER: DB = BENCH MARK DISK
 SB0692_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0692_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0692_STAMPING: C 288 1946
 SB0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0692
 SB0692  HISTORY     - Date     Condition        Report By
 SB0692  HISTORY     - 1946     MONUMENTED       CGS
 SB0692  HISTORY     - 1961     GOOD             NGS
 SB0692
 SB0692                          STATION DESCRIPTION
 SB0692
 SB0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0692'32.4 MI SW FROM WHITE SWAN.
 SB0692'32.4 MILES SOUTHWEST ALONG THE MT. ADAMS HIGHWAY FROM THE WHITE SWAN
 SB0692'SCHOOL, 3.0 MILES SOUTHWEST ALONG THE MT. ADAMS HIGHWAY FROM THE
 SB0692'SIGNAL PEAK RANGER STATION, 22-FEET NORTH OF THE CENTER LINE OF THE
 SB0692'OLD HIGHWAY, AT A CURVE IN THE OLD HIGHWAY, 35 FEET EAST OF THE CENTER
 SB0692'OF A SMALL CREEK, AND 1-FOOT WEST OF A METAL WITNESS POST.  A STANDARD
 SB0692'BENCH MARK DISK WELDED TO THE TOP OF AN IRON PIPE PROJECTING ABOUT
 SB0692'6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0447 ***********************************************************************
 TP0447  DESIGNATION -  C 29
 TP0447  PID         -  TP0447
 TP0447  STATE/COUNTY-  WA/OKANOGAN
 TP0447  USGS QUAD   -  OMAK LAKE (1980)
 TP0447
 TP0447                         *CURRENT SURVEY CONTROL
 TP0447  ___________________________________________________________________
 TP0447* NAD 83(1986)-  48 19 45.     (N)    119 28 00.     (W)     SCALED    
 TP0447* NAVD 88     -       425.506  (meters)    1396.01   (feet)  ADJUSTED  
 TP0447  ___________________________________________________________________
 TP0447  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 TP0447  DYNAMIC HT  -         425.563 (meters)    1396.20  (feet)  COMP
 TP0447  MODELED GRAV-     980,732.3   (mgal)                       NAVD 88
 TP0447
 TP0447  VERT ORDER  -  FIRST     CLASS II
 TP0447
 TP0447.The horizontal coordinates were scaled from a topographic map and have
 TP0447.an estimated accuracy of +/- 6 seconds.
 TP0447
 TP0447.The orthometric height was determined by differential leveling
 TP0447.and adjusted by the National Geodetic Survey in June 1991..
 TP0447
 TP0447.The geoid height was determined by GEOID03.
 TP0447
 TP0447.The dynamic height is computed by dividing the NAVD 88
 TP0447.geopotential number by the normal gravity value computed on the
 TP0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0447.degrees latitude (g = 980.6199 gals.).
 TP0447
 TP0447.The modeled gravity was interpolated from observed gravity values.
 TP0447
 TP0447;                    North         East    Units  Estimated Accuracy
 TP0447;SPC WA N     -   148,680.      601,330.      MT  (+/- 180 meters Scaled)
 TP0447
 TP0447                          SUPERSEDED SURVEY CONTROL
 TP0447
 TP0447  NGVD 29 (??/??/92)  424.236  (m)         1391.85   (f) ADJ UNCH    1 2
 TP0447
 TP0447.Superseded values are not recommended for survey control.
 TP0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0447.See file dsdata.txt to determine how the superseded data were derived.
 TP0447
 TP0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP171558(NAD 83)
 TP0447_MARKER: DB = BENCH MARK DISK
 TP0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0447_STAMPING: C 29 1933
 TP0447_MARK LOGO: CGS   
 TP0447_PROJECTION: PROJECTING 12 CENTIMETERS
 TP0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0447+STABILITY: SURFACE MOTION
 TP0447
 TP0447  HISTORY     - Date     Condition        Report By
 TP0447  HISTORY     - 1933     MONUMENTED       CGS
 TP0447  HISTORY     - 1951     GOOD             USGS
 TP0447  HISTORY     - 1975     GOOD             USGS
 TP0447  HISTORY     - 1981     GOOD             NGS
 TP0447
 TP0447                          STATION DESCRIPTION
 TP0447
 TP0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0447'6.6 MI SE FROM OMAK.
 TP0447'58 FEET NORTHWEST OF CENTER LINE OF OMAK-NESPELEM ROAD.  2 FEET
 TP0447'SOUTHEAST OF WIRE FENCE.
 TP0447
 TP0447                          STATION RECOVERY (1951)
 TP0447
 TP0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 TP0447'6.6 MI SE FROM OMAK.
 TP0447'ABOUT 6.6 MILES SOUTHEAST ALONG THE NESPELEM ROAD FROM THE CITY
 TP0447'PARK AT OMAK, OKANOGAN COUNTY, 45 FEET EAST OF THE CENTER LINE OF
 TP0447'THE ROAD, AND 29 FEET EAST OF A WIRE FENCE.  A STANDARD DISK
 TP0447'STAMPED C 29 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TP0447'ABOUT 5 INCHES ABOVE THE GROUND.
 TP0447
 TP0447                          STATION RECOVERY (1975)
 TP0447
 TP0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP0447'OMAK, E. 0.8 MI ALONG HWY. 155 FROM JUNCTION AT OVERPASS WITH U.S. 97
 TP0447'TO T-RD., TURN RIGHT (S.) ALONG MAIN RD. TOWARD OMAK LAKE 5.6 MI
 TP0447'(ABOUT 700 FT S. OF CURVE). 58 FT E. AND 3.8 FT ABOVE RD. SET IN TOP
 TP0447'OF CONCRETE POST PROJECTING 0.2 FT. STANDARD DISK STAMPED C 29 1933.
 TP0447
 TP0447                          STATION RECOVERY (1981)
 TP0447
 TP0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0447'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 155 FROM THE CROSSING OF THE
 TP0447'BURLINGTON NORTHERN RAILROAD IN OMAK, THENCE 8.8 KM (5.5 MI) SOUTH
 TP0447'ALONG OMAK LAKE ROAD, ON THE INSIDE OF THE NORTH END OF A CURVE, 1.35
 TP0447'KM (0.85 MI) SOUTH OF A DIRT ROAD LEADING EAST TO A RANCH HOUSE, 14.4
 TP0447'METERS (47 FT) EAST OF THE CENTERLINE OF THE ROAD, 8.1 METERS (26.5
 TP0447'FT) EAST OF THE RIGHT-OF-WAY FENCE.
 TP0447'THE MARK IS 8.1 METERS  E FROM A WITNESS POST.
 TP0447'THE MARK IS 1.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0709 ***********************************************************************
 SB0709  DESIGNATION -  C 290
 SB0709  PID         -  SB0709
 SB0709  STATE/COUNTY-  WA/SKAMANIA
 SB0709  USGS QUAD   -  LONE BUTTE (1965)
 SB0709
 SB0709                         *CURRENT SURVEY CONTROL
 SB0709  ___________________________________________________________________
 SB0709* NAD 83(1986)-  46 04 57.     (N)    121 45 37.     (W)     SCALED    
 SB0709* NAVD 88     -      1290.536  (meters)    4234.03   (feet)  ADJUSTED  
 SB0709  ___________________________________________________________________
 SB0709  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 SB0709  DYNAMIC HT  -        1290.276 (meters)    4233.18  (feet)  COMP
 SB0709  MODELED GRAV-     980,368.1   (mgal)                       NAVD 88
 SB0709
 SB0709  VERT ORDER  -  SECOND    CLASS 0
 SB0709
 SB0709.The horizontal coordinates were scaled from a topographic map and have
 SB0709.an estimated accuracy of +/- 6 seconds.
 SB0709
 SB0709.The orthometric height was determined by differential leveling
 SB0709.and adjusted by the National Geodetic Survey in June 1991..
 SB0709
 SB0709.The geoid height was determined by GEOID03.
 SB0709
 SB0709.The dynamic height is computed by dividing the NAVD 88
 SB0709.geopotential number by the normal gravity value computed on the
 SB0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0709.degrees latitude (g = 980.6199 gals.).
 SB0709
 SB0709.The modeled gravity was interpolated from observed gravity values.
 SB0709
 SB0709;                    North         East    Units  Estimated Accuracy
 SB0709;SPC WA S     -    84,050.      402,530.      MT  (+/- 180 meters Scaled)
 SB0709
 SB0709                          SUPERSEDED SURVEY CONTROL
 SB0709
 SB0709  NGVD 29 (??/??/92) 1289.359  (m)         4230.17   (f) ADJ UNCH    2 0
 SB0709
 SB0709.Superseded values are not recommended for survey control.
 SB0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0709.See file dsdata.txt to determine how the superseded data were derived.
 SB0709
 SB0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES958039(NAD 83)
 SB0709_MARKER: DB = BENCH MARK DISK
 SB0709_SETTING: 66 = SET IN ROCK OUTCROP
 SB0709_SP_SET: ROCK LEDGE
 SB0709_STAMPING: C 290 1946
 SB0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0709+STABILITY: POSITION/ELEVATION WELL
 SB0709
 SB0709  HISTORY     - Date     Condition        Report By
 SB0709  HISTORY     - 1946     MONUMENTED       CGS
 SB0709  HISTORY     - 1968     GOOD             NGS
 SB0709
 SB0709                          STATION DESCRIPTION
 SB0709
 SB0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SB0709'11.8 MI NNW FROM PETERSON PRAIRIE FOREST CAMP.
 SB0709'MARK IS IN SEC. 23, T7N, R8E, 0.4 MILE NORTH OF A ROAD GOING WEST, IN
 SB0709'A 2-FOOT HIGH ROCK LEDGE ALONG THE SOUTHERN EDGE OF THE SUMMIT OF A
 SB0709'LOW HILL.  TWELVE FEET WEST OF THE SOUTHEAST CORNER OF THE ROCK LEDGE,
 SB0709'35 FEET WEST OF THE CENTER OF ROAD 123, 8 FEET ABOVE THE ROAD. A
 SB0709'STANDARD DISK SET IN EXPOSED BEDROCK.  BM IS PAINTED WITH WHITE PAINT
 SB0709'ON THE SOUTHERN FACE OF THE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0851 ***********************************************************************
 SB0851  DESIGNATION -  C 291
 SB0851  PID         -  SB0851
 SB0851  STATE/COUNTY-  WA/PIERCE
 SB0851  USGS QUAD   -  CHINOOK PASS (1987)
 SB0851
 SB0851                         *CURRENT SURVEY CONTROL
 SB0851  ___________________________________________________________________
 SB0851* NAD 83(1986)-  46 47 04.     (N)    121 33 14.     (W)     SCALED    
 SB0851* NAVD 88     -       704.250  (meters)    2310.53   (feet)  ADJUSTED  
 SB0851  ___________________________________________________________________
 SB0851  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 SB0851  DYNAMIC HT  -         704.209 (meters)    2310.39  (feet)  COMP
 SB0851  MODELED GRAV-     980,532.8   (mgal)                       NAVD 88
 SB0851
 SB0851  VERT ORDER  -  SECOND    CLASS 0
 SB0851
 SB0851.The horizontal coordinates were scaled from a topographic map and have
 SB0851.an estimated accuracy of +/- 6 seconds.
 SB0851
 SB0851.The orthometric height was determined by differential leveling
 SB0851.and adjusted by the National Geodetic Survey in June 1991..
 SB0851
 SB0851.The geoid height was determined by GEOID03.
 SB0851
 SB0851.The dynamic height is computed by dividing the NAVD 88
 SB0851.geopotential number by the normal gravity value computed on the
 SB0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0851.degrees latitude (g = 980.6199 gals.).
 SB0851
 SB0851.The modeled gravity was interpolated from observed gravity values.
 SB0851
 SB0851;                    North         East    Units  Estimated Accuracy
 SB0851;SPC WA S     -   161,830.      419,530.      MT  (+/- 180 meters Scaled)
 SB0851
 SB0851                          SUPERSEDED SURVEY CONTROL
 SB0851
 SB0851  NGVD 29 (??/??/92)  703.106  (m)         2306.77   (f) ADJ UNCH    2 0
 SB0851
 SB0851.Superseded values are not recommended for survey control.
 SB0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0851.See file dsdata.txt to determine how the superseded data were derived.
 SB0851
 SB0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS103822(NAD 83)
 SB0851_MARKER: DB = BENCH MARK DISK
 SB0851_SETTING: 66 = SET IN ROCK OUTCROP
 SB0851_SP_SET: OUTCROP
 SB0851_STAMPING: C 291 1946
 SB0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0851+STABILITY: POSITION/ELEVATION WELL
 SB0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0851+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2004
 SB0851
 SB0851  HISTORY     - Date     Condition        Report By
 SB0851  HISTORY     - 1946     MONUMENTED       CGS
 SB0851  HISTORY     - 1988     GOOD             USPSQD
 SB0851  HISTORY     - 1989     GOOD             USPSQD
 SB0851  HISTORY     - 20010623 GOOD             USPSQD
 SB0851  HISTORY     - 20040924 GOOD             USPSQD
 SB0851
 SB0851                          STATION DESCRIPTION
 SB0851
 SB0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0851'15.2 MI NE FROM PACKWOOD.
 SB0851'15.2 MILES NORTHEAST ALONG STATE HIGHWAY NO. 5 FROM THE GRADE SCHOOL
 SB0851'AT PACKWOOD, ABOUT 4.0 MILES NORTH OF THE OHANAPECOSH RANGER STATION,
 SB0851'0.1 MILE SOUTH OF THE CENTER OF THE LARGE WOODEN BRIDGE OVER PANTHER
 SB0851'CREEK, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 SB0851'A ROCK OUTCROP AND AT THE HIGHEST POINT OF A ROCK CUT, ABOUT 9.0 FEET
 SB0851'HIGHER THAN THE SURFACE OF THE ROAD.  A LARGE WHITE BM PAINTED ON THE
 SB0851'EAST FACE OF THE ROCK OUTCROP.  NOTE-- 7.7 MILES NORTHEAST OF SCHOOL
 SB0851'AT PACKWOOD ALONG U.S. HIGHWAY 12, THENCE 7.7 MILES NORTHEAST ALONG
 SB0851'STATE HIGHWAY 123, 390 FEET SOUTH OF SOUTH END OF BRIDGE OVER PANTHER
 SB0851'CREEK, 31 FT. WEST OF CENTERLINE OF HIGHWAY.
 SB0851
 SB0851                          STATION RECOVERY (1988)
 SB0851
 SB0851'RECOVERY NOTE BY US POWER SQUADRON 1988 (DAB)
 SB0851'RECOVERED IN GOOD CONDITION.
 SB0851
 SB0851                          STATION RECOVERY (1989)
 SB0851
 SB0851'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0851'RECOVERED IN GOOD CONDITION.
 SB0851
 SB0851                          STATION RECOVERY (2001)
 SB0851
 SB0851'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SB0851'RECOVERED IN GOOD CONDITION.
 SB0851
 SB0851                          STATION RECOVERY (2004)
 SB0851
 SB0851'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 SB0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0729 ***********************************************************************
 SX0729  DESIGNATION -  C 292
 SX0729  PID         -  SX0729
 SX0729  STATE/COUNTY-  WA/KING
 SX0729  USGS QUAD   -  LESTER (1989)
 SX0729
 SX0729                         *CURRENT SURVEY CONTROL
 SX0729  ___________________________________________________________________
 SX0729* NAD 83(1986)-  47 10 26.     (N)    121 22 57.     (W)     SCALED    
 SX0729* NAVD 88     -       664.208  (meters)    2179.16   (feet)  ADJUSTED  
 SX0729  ___________________________________________________________________
 SX0729  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SX0729  DYNAMIC HT  -         664.177 (meters)    2179.05  (feet)  COMP
 SX0729  MODELED GRAV-     980,545.6   (mgal)                       NAVD 88
 SX0729
 SX0729  VERT ORDER  -  SECOND    CLASS 0
 SX0729
 SX0729.The horizontal coordinates were scaled from a topographic map and have
 SX0729.an estimated accuracy of +/- 6 seconds.
 SX0729
 SX0729.The orthometric height was determined by differential leveling
 SX0729.and adjusted by the National Geodetic Survey in June 1991..
 SX0729
 SX0729.The geoid height was determined by GEOID03.
 SX0729
 SX0729.The dynamic height is computed by dividing the NAVD 88
 SX0729.geopotential number by the normal gravity value computed on the
 SX0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0729.degrees latitude (g = 980.6199 gals.).
 SX0729
 SX0729.The modeled gravity was interpolated from observed gravity values.
 SX0729
 SX0729;                    North         East    Units  Estimated Accuracy
 SX0729;SPC WA N     -    19,480.      458,370.      MT  (+/- 180 meters Scaled)
 SX0729
 SX0729                          SUPERSEDED SURVEY CONTROL
 SX0729
 SX0729  NGVD 29 (??/??/92)  663.025  (m)         2175.27   (f) ADJ UNCH    2 0
 SX0729
 SX0729.Superseded values are not recommended for survey control.
 SX0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0729.See file dsdata.txt to determine how the superseded data were derived.
 SX0729
 SX0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT225257(NAD 83)
 SX0729_MARKER: DB = BENCH MARK DISK
 SX0729_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0729_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0729_STAMPING: C 292 1946
 SX0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0729
 SX0729  HISTORY     - Date     Condition        Report By
 SX0729  HISTORY     - 1946     MONUMENTED       CGS
 SX0729
 SX0729                          STATION DESCRIPTION
 SX0729
 SX0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SX0729'7.6 MI SW FROM LESTER.
 SX0729'3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0729'STATION AT LESTER, THENCE 4.3 MILES SOUTHWEST ALONG THE NACHES FOREST
 SX0729'SERVICE ROAD, AT A SECTION CORNER POST, 13 FEET NORTH OF THE CENTER
 SX0729'LINE OF THE ROAD, 5 FEET SOUTHEAST OF A 8-INCH FIR TREE WITH A BLAZED
 SX0729'CROSS ON THE SOUTH SIDE, 2 FEET SOUTHWEST OF A POST SUPPORTING A
 SX0729'SECTION CORNER SIGN, ABOUT THE SAME LEVEL AS THE SURFACE OF THE ROAD
 SX0729'AND PROJECTS 0.3 FOOT ABOVE THE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0622 ***********************************************************************
 SB0622  DESIGNATION -  C 293
 SB0622  PID         -  SB0622
 SB0622  STATE/COUNTY-  WA/YAKIMA
 SB0622  USGS QUAD   -  NORSE PEAK (1988)
 SB0622
 SB0622                         *CURRENT SURVEY CONTROL
 SB0622  ___________________________________________________________________
 SB0622* NAD 83(1986)-  46 53 42.     (N)    121 28 12.     (W)     SCALED    
 SB0622* NAVD 88     -      1396.306  (meters)    4581.05   (feet)  POSTED    
 SB0622  ___________________________________________________________________
 SB0622  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SB0622  DYNAMIC HT  -        1396.070 (meters)    4580.27  (feet)  COMP
 SB0622  MODELED GRAV-     980,392.8   (mgal)                       NAVD 88
 SB0622
 SB0622  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0622
 SB0622.The horizontal coordinates were scaled from a topographic map and have
 SB0622.an estimated accuracy of +/- 6 seconds.
 SB0622
 SB0622.The orthometric height was determined by differential leveling
 SB0622.and adjusted by the National Geodetic Survey in 1992..
 SB0622.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0622.rate of 1.1 thru 2.0 mm/km.
 SB0622
 SB0622.The geoid height was determined by GEOID03.
 SB0622
 SB0622.The dynamic height is computed by dividing the NAVD 88
 SB0622.geopotential number by the normal gravity value computed on the
 SB0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0622.degrees latitude (g = 980.6199 gals.).
 SB0622
 SB0622.The modeled gravity was interpolated from observed gravity values.
 SB0622
 SB0622;                    North         East    Units  Estimated Accuracy
 SB0622;SPC WA S     -   174,040.      426,090.      MT  (+/- 180 meters Scaled)
 SB0622
 SB0622                          SUPERSEDED SURVEY CONTROL
 SB0622
 SB0622  NGVD 29 (??/??/92) 1395.045  (m)         4576.91   (f) ADJ UNCH    2 0
 SB0622
 SB0622.Superseded values are not recommended for survey control.
 SB0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0622.See file dsdata.txt to determine how the superseded data were derived.
 SB0622
 SB0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS165946(NAD 83)
 SB0622_MARKER: DB = BENCH MARK DISK
 SB0622_SETTING: 66 = SET IN ROCK OUTCROP
 SB0622_SP_SET: OUTCROP
 SB0622_STAMPING: C 293 1946
 SB0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0622+STABILITY: POSITION/ELEVATION WELL
 SB0622
 SB0622  HISTORY     - Date     Condition        Report By
 SB0622  HISTORY     - 1946     MONUMENTED       CGS
 SB0622  HISTORY     - 1961     GOOD             NGS
 SB0622  HISTORY     - 1962     GOOD             USGS
 SB0622
 SB0622                          STATION DESCRIPTION
 SB0622
 SB0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0622'29.8 MI NE FROM PACKWOOD.
 SB0622'FROM THE GRADE SCHOOL AT PACKWOOD 23.3 MILES NORTHEAST ALONG STATE
 SB0622'HIGHWAY 5, THENCE RIGHT, NORTHEAST ALONG U.S. HIGHWAY 410 6.5 MILES,
 SB0622'ABOUT THE CENTER OF A ROCK CUT, 17 FEET NORTHWEST OF THE CENTER OF THE
 SB0622'HIGHWAY, SET IN TOP OF A ROCK OUTCROP WHICH PROJECTS 1.6 FEET ABOVE
 SB0622'THE GROUND LEVEL AND ABOUT 1 FOOT HIGHER THAN THE SURFACE OF THE
 SB0622'HIGHWAY.
 SB0622
 SB0622                          STATION RECOVERY (1962)
 SB0622
 SB0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 SB0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0555 ***********************************************************************
 SB0555  DESIGNATION -  C 294
 SB0555  PID         -  SB0555
 SB0555  STATE/COUNTY-  WA/YAKIMA
 SB0555  USGS QUAD   -  YAKIMA WEST (1985)
 SB0555
 SB0555                         *CURRENT SURVEY CONTROL
 SB0555  ___________________________________________________________________
 SB0555* NAD 83(1986)-  46 36 45.     (N)    120 32 27.     (W)     SCALED    
 SB0555* NAVD 88     -       340.502  (meters)    1117.13   (feet)  POSTED    
 SB0555  ___________________________________________________________________
 SB0555  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SB0555  DYNAMIC HT  -         340.500 (meters)    1117.12  (feet)  COMP
 SB0555  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 SB0555
 SB0555  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0555
 SB0555.The horizontal coordinates were scaled from a topographic map and have
 SB0555.an estimated accuracy of +/- 6 seconds.
 SB0555
 SB0555.The orthometric height was determined by differential leveling
 SB0555.and adjusted by the National Geodetic Survey in 1992..
 SB0555.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0555.rate of 1.1 thru 2.0 mm/km.
 SB0555
 SB0555.The geoid height was determined by GEOID03.
 SB0555
 SB0555.The dynamic height is computed by dividing the NAVD 88
 SB0555.geopotential number by the normal gravity value computed on the
 SB0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0555.degrees latitude (g = 980.6199 gals.).
 SB0555
 SB0555.The modeled gravity was interpolated from observed gravity values.
 SB0555
 SB0555;                    North         East    Units  Estimated Accuracy
 SB0555;SPC WA S     -   142,180.      496,870.      MT  (+/- 180 meters Scaled)
 SB0555
 SB0555                          SUPERSEDED SURVEY CONTROL
 SB0555
 SB0555  NGVD 29 (??/??/92)  339.42   (m)         1113.6    (f) COMPUTED    2 0
 SB0555
 SB0555.Superseded values are not recommended for survey control.
 SB0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0555.See file dsdata.txt to determine how the superseded data were derived.
 SB0555
 SB0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS883650(NAD 83)
 SB0555_MARKER: DB = BENCH MARK DISK
 SB0555_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0555_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0555_STAMPING: C 294 1946
 SB0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0555
 SB0555  HISTORY     - Date     Condition        Report By
 SB0555  HISTORY     - 1946     MONUMENTED       CGS
 SB0555  HISTORY     - 1961     MARK NOT FOUND   NGS
 SB0555
 SB0555                          STATION DESCRIPTION
 SB0555
 SB0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0555'IN YAKIMA.
 SB0555'0.4 MILE WEST ALONG YAKIMA AVENUE FROM THE NORTHERN PACIFIC RAILROAD
 SB0555'STATION, THENCE NORTHWEST ALONG U.S. HIGHWAY 410 FOR 1.9 MILES TO A Y
 SB0555'INTERSECTION, AT A POINT WHERE THE TROLLEY LINE CROSSES OVER THE
 SB0555'HIGHWAY, 32 YARDS WEST OF THE TROLLEY LINE, 15.5 FEET SOUTH OF THE
 SB0555'CENTER LINE OF THE HIGHWAY, 4 FEET NORTH OF THE NORTH RAIL OF THE
 SB0555'TROLLEY LINE TRACK.  THIS TROLLEY LINE HAS BEEN REMOVED AND THE BENCH
 SB0555'MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0012 ***********************************************************************
 SD0012  DESIGNATION -  C 295
 SD0012  PID         -  SD0012
 SD0012  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0012  USGS QUAD   -  WESTPORT (1994)
 SD0012
 SD0012                         *CURRENT SURVEY CONTROL
 SD0012  ___________________________________________________________________
 SD0012* NAD 83(1986)-  46 52 52.     (N)    124 02 58.     (W)     SCALED    
 SD0012* NAVD 88     -         5.982  (meters)      19.63   (feet)  ADJUSTED  
 SD0012  ___________________________________________________________________
 SD0012  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SD0012  DYNAMIC HT  -           5.983 (meters)      19.63  (feet)  COMP
 SD0012  MODELED GRAV-     980,749.5   (mgal)                       NAVD 88
 SD0012
 SD0012  VERT ORDER  -  FIRST     CLASS II
 SD0012
 SD0012.The horizontal coordinates were scaled from a topographic map and have
 SD0012.an estimated accuracy of +/- 6 seconds.
 SD0012
 SD0012.The orthometric height was determined by differential leveling
 SD0012.and adjusted by the National Geodetic Survey in June 1991..
 SD0012
 SD0012.The geoid height was determined by GEOID03.
 SD0012
 SD0012.The dynamic height is computed by dividing the NAVD 88
 SD0012.geopotential number by the normal gravity value computed on the
 SD0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0012.degrees latitude (g = 980.6199 gals.).
 SD0012
 SD0012.The modeled gravity was interpolated from observed gravity values.
 SD0012
 SD0012;                    North         East    Units  Estimated Accuracy
 SD0012;SPC WA S     -   178,120.      229,560.      MT  (+/- 180 meters Scaled)
 SD0012
 SD0012                          SUPERSEDED SURVEY CONTROL
 SD0012
 SD0012  NGVD 29 (??/??/92)    4.987  (m)           16.36   (f) ADJ UNCH    1 2
 SD0012
 SD0012.Superseded values are not recommended for survey control.
 SD0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0012.See file dsdata.txt to determine how the superseded data were derived.
 SD0012
 SD0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS200924(NAD 83)
 SD0012_MARKER: DB = BENCH MARK DISK
 SD0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0012_STAMPING: C 295 1947
 SD0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0012+STABILITY: SURFACE MOTION
 SD0012
 SD0012  HISTORY     - Date     Condition        Report By
 SD0012  HISTORY     - 1947     MONUMENTED       CGS
 SD0012  HISTORY     - 1968     GOOD             NGS
 SD0012  HISTORY     - 1988     GOOD             USPSQD
 SD0012  HISTORY     - 1989     GOOD             USPSQD
 SD0012
 SD0012                          STATION DESCRIPTION
 SD0012
 SD0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SD0012'5.65 MI E FROM WESTPORT.
 SD0012'2.4 MILES SOUTH ALONG MONTESANO AVENUE FROM THE POST OFFICE AT
 SD0012'WESTPORT, THENCE 3.25 MILES EAST ALONG STATE HIGHWAY 105, IN R11W
 SD0012'T16N, SECTION 9, AT THE JUNCTION OF A DRIVEWAY WEST TO A HOUSE, AT THE
 SD0012'JUNCTION OF A TRACK ROAD EAST, 24 FEET EAST OF THE CENTER LINE OF THE
 SD0012'HIGHWAY, 12 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 22 FEET WEST OF
 SD0012'POWER POLE AW 13-5, 13 FEET NORTH OF A 4- BY 4-INCH POST SUPPORTING A
 SD0012'OCOSTA SIGN, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER
 SD0012'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SD0012'FOOT ABOVE THE GROUND.
 SD0012
 SD0012                          STATION RECOVERY (1988)
 SD0012
 SD0012'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SD0012'RECOVERED IN GOOD CONDITION.
 SD0012
 SD0012                          STATION RECOVERY (1989)
 SD0012
 SD0012'RECOVERY NOTE BY US POWER SQUADRON 1989 (DJM)
 SD0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0585 ***********************************************************************
 SB0585  DESIGNATION -  C 295
 SB0585  PID         -  SB0585
 SB0585  STATE/COUNTY-  WA/YAKIMA
 SB0585  USGS QUAD   -  NILE (1987)
 SB0585
 SB0585                         *CURRENT SURVEY CONTROL
 SB0585  ___________________________________________________________________
 SB0585* NAD 83(1986)-  46 49 05.     (N)    120 55 35.     (W)     SCALED    
 SB0585* NAVD 88     -       595.721  (meters)    1954.46   (feet)  POSTED    
 SB0585  ___________________________________________________________________
 SB0585  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 SB0585  DYNAMIC HT  -         595.690 (meters)    1954.36  (feet)  COMP
 SB0585  MODELED GRAV-     980,550.0   (mgal)                       NAVD 88
 SB0585
 SB0585  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0585
 SB0585.The horizontal coordinates were scaled from a topographic map and have
 SB0585.an estimated accuracy of +/- 6 seconds.
 SB0585
 SB0585.The orthometric height was determined by differential leveling
 SB0585.and adjusted by the National Geodetic Survey in 1992..
 SB0585.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0585.rate of 1.1 thru 2.0 mm/km.
 SB0585
 SB0585.The geoid height was determined by GEOID03.
 SB0585
 SB0585.The dynamic height is computed by dividing the NAVD 88
 SB0585.geopotential number by the normal gravity value computed on the
 SB0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0585.degrees latitude (g = 980.6199 gals.).
 SB0585
 SB0585.The modeled gravity was interpolated from observed gravity values.
 SB0585
 SB0585;                    North         East    Units  Estimated Accuracy
 SB0585;SPC WA S     -   165,120.      467,460.      MT  (+/- 180 meters Scaled)
 SB0585
 SB0585                          SUPERSEDED SURVEY CONTROL
 SB0585
 SB0585  NGVD 29 (??/??/92)  594.576  (m)         1950.70   (f) ADJ UNCH    2 0
 SB0585
 SB0585.Superseded values are not recommended for survey control.
 SB0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0585.See file dsdata.txt to determine how the superseded data were derived.
 SB0585
 SB0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS581870(NAD 83)
 SB0585_MARKER: DB = BENCH MARK DISK
 SB0585_SETTING: 80 = SET IN A BOULDER
 SB0585_SP_SET: BOULDER
 SB0585_STAMPING: C 295 1946
 SB0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0585+STABILITY: SURFACE MOTION
 SB0585
 SB0585  HISTORY     - Date     Condition        Report By
 SB0585  HISTORY     - 1946     MONUMENTED       CGS
 SB0585  HISTORY     - 1961     GOOD             NGS
 SB0585  HISTORY     - 1974     MARK NOT FOUND   USGS
 SB0585
 SB0585                          STATION DESCRIPTION
 SB0585
 SB0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0585'13 MI NW FROM NACHES.
 SB0585'WAS FROM THE INTERSECTION OF ALLAN STREET AND U.S. HIGHWAY 410 IN
 SB0585'NACHES, 13 MILES NORTHWEST ON U.S. HIGHWAY 410, ABOUT 0.15 MILE
 SB0585'SOUTHEAST OF THE SAWMILL AND A SHELL SERVICE STATION, 41 FEET WEST OF
 SB0585'THE CENTER LINE OF THE HIGHWAY, SET IN TOP OF A LARGE BOULDER WHICH IS
 SB0585'ABOUT WATER LEVEL WITH THE NACHES RIVER, ABOUT 6 FEET ABOVE LOW WATER
 SB0585'LEVEL, AND ABOUT 8 FEET LOWER THAN THE SURFACE OF THE HIGHWAY.
 SB0585
 SB0585                          STATION RECOVERY (1974)
 SB0585
 SB0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SB0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0858 ***********************************************************************
 SX0858  DESIGNATION -  C 296
 SX0858  PID         -  SX0858
 SX0858  STATE/COUNTY-  WA/KING
 SX0858  USGS QUAD   -  MONROE (1993)
 SX0858
 SX0858                         *CURRENT SURVEY CONTROL
 SX0858  ___________________________________________________________________
 SX0858* NAD 83(1986)-  47 45 54.     (N)    121 57 35.     (W)     SCALED    
 SX0858* NAVD 88     -        14.579  (meters)      47.83   (feet)  ADJUSTED  
 SX0858  ___________________________________________________________________
 SX0858  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SX0858  DYNAMIC HT  -          14.581 (meters)      47.84  (feet)  COMP
 SX0858  MODELED GRAV-     980,777.5   (mgal)                       NAVD 88
 SX0858
 SX0858  VERT ORDER  -  FIRST     CLASS II
 SX0858
 SX0858.The horizontal coordinates were scaled from a topographic map and have
 SX0858.an estimated accuracy of +/- 6 seconds.
 SX0858
 SX0858.The orthometric height was determined by differential leveling
 SX0858.and adjusted by the National Geodetic Survey in June 1991..
 SX0858
 SX0858.The geoid height was determined by GEOID03.
 SX0858
 SX0858.The dynamic height is computed by dividing the NAVD 88
 SX0858.geopotential number by the normal gravity value computed on the
 SX0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0858.degrees latitude (g = 980.6199 gals.).
 SX0858
 SX0858.The modeled gravity was interpolated from observed gravity values.
 SX0858
 SX0858;                    North         East    Units  Estimated Accuracy
 SX0858;SPC WA N     -    85,670.      415,570.      MT  (+/- 180 meters Scaled)
 SX0858
 SX0858                          SUPERSEDED SURVEY CONTROL
 SX0858
 SX0858  NGVD 29 (??/??/92)   13.487  (m)           44.25   (f) ADJ UNCH    1 2
 SX0858
 SX0858.Superseded values are not recommended for survey control.
 SX0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0858.See file dsdata.txt to determine how the superseded data were derived.
 SX0858
 SX0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET779907(NAD 83)
 SX0858_MARKER: DB = BENCH MARK DISK
 SX0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0858_SP_SET: GUARD RAIL
 SX0858_STAMPING: C 296 1947
 SX0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0858
 SX0858  HISTORY     - Date     Condition        Report By
 SX0858  HISTORY     - 1947     MONUMENTED       CGS
 SX0858  HISTORY     - 1966     GOOD             NGS
 SX0858  HISTORY     - 1983     POOR             USPSQD
 SX0858  HISTORY     - 1987     POOR             USPSQD
 SX0858  HISTORY     - 1988     POOR             USPSQD
 SX0858
 SX0858                          STATION DESCRIPTION
 SX0858
 SX0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0858'2.1 MI N FROM DUVALL.
 SX0858'2.1 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SX0858'RAILROAD FROM THE STATION AT DUVALL, ABOUT 60 FEET EAST OF THE EAST
 SX0858'RAIL OF THE TRACK, AT A STATE HIGHWAY 15 B CONCRETE BRIDGE (OPPOSITE
 SX0858'RAILROAD BRIDGE NO. FF 920), 18 FEET WEST OF THE CENTER LINE OF THE
 SX0858'HIGHWAY, AND SET IN THE TOP OF SOUTH END OF THE WEST GUARD RAIL.
 SX0858
 SX0858                          STATION RECOVERY (1966)
 SX0858
 SX0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SX0858'RECOVERED IN GOOD CONDITION.
 SX0858
 SX0858                          STATION RECOVERY (1983)
 SX0858
 SX0858'RECOVERY NOTE BY US POWER SQUADRON 1983
 SX0858'THIS IS BRIDGE NO. 32 ON ST. HWY. 203 NORTH OF DUVALL. DISC HAS BEEN
 SX0858'BEAT ON AND SHOULD BE REPLACED. USEABLE BUT MARGINAL.
 SX0858
 SX0858                          STATION RECOVERY (1987)
 SX0858
 SX0858'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SX0858'MARK RECOVERED IN POOR CONDITION.
 SX0858
 SX0858                          STATION RECOVERY (1988)
 SX0858
 SX0858'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 SX0858'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0065 ***********************************************************************
 SY0065  DESIGNATION -  C 297 RESET 1972
 SY0065  PID         -  SY0065
 SY0065  STATE/COUNTY-  WA/SNOHOMISH
 SY0065  USGS QUAD   -  MUKILTEO (1978)
 SY0065
 SY0065                         *CURRENT SURVEY CONTROL
 SY0065  ___________________________________________________________________
 SY0065* NAD 83(1986)-  47 52 36.     (N)    122 18 47.     (W)     SCALED    
 SY0065* NAVD 88     -        85.72   (meters)     281.2    (feet)  RESET     
 SY0065  ___________________________________________________________________
 SY0065  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0065
 SY0065  VERT ORDER  -  THIRD
 SY0065
 SY0065.The horizontal coordinates were scaled from a topographic map and have
 SY0065.an estimated accuracy of +/- 6 seconds.
 SY0065
 SY0065.The orthometric height was computed from unverified reset data.
 SY0065.No vertical observational check was made to the station.
 SY0065
 SY0065.The geoid height was determined by GEOID03.
 SY0065
 SY0065;                    North         East    Units  Estimated Accuracy
 SY0065;SPC WA N     -    98,530.      389,330.      MT  (+/- 180 meters Scaled)
 SY0065
 SY0065                          SUPERSEDED SURVEY CONTROL
 SY0065
 SY0065  NGVD 29 (??/??/??)   84.62   (m)          277.6    (f) RESET       3  
 SY0065
 SY0065.Superseded values are not recommended for survey control.
 SY0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0065.See file dsdata.txt to determine how the superseded data were derived.
 SY0065
 SY0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU513028(NAD 83)
 SY0065_MARKER: DB = BENCH MARK DISK
 SY0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0065_STAMPING: C 297 RESET 1972
 SY0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0065+STABILITY: SURFACE MOTION
 SY0065
 SY0065  HISTORY     - Date     Condition        Report By
 SY0065  HISTORY     - 1972     MONUMENTED       NGS
 SY0065  HISTORY     - 1979     GOOD             NGS
 SY0065  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY0065  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 SY0065
 SY0065                          STATION DESCRIPTION
 SY0065
 SY0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SY0065'3 MI N FROM LYNNWOOD.
 SY0065'REACHED FROM THE INTERSECTION OF SHELBY ROAD AND U.S. HIGHWAY 99,
 SY0065'(SHELBY ROAD IS 1/2 MILE SOUTH OF THE INTERSECTION OF S.H. 525 AND 0.2
 SY0065'MILE NORTH OF 148TH STREET SOUTHWEST), BY GOING WESTERLY ON SHELBY
 SY0065'ROAD FOR 0.85 MILE TO BEVERLY EDMONDS ROAD, CONTINUE STRAIGHT AHEAD ON
 SY0065'140 ST. SW, (ALSO CALLED PICNIC POINT ROAD) FOR 0.5 MILE TO 55TH AVE.
 SY0065'W, CONTINUE NORTHWESTERLY ON PICNIC POINT ROAD FOR 0.55 MILE TO THE
 SY0065'MARK ON THE LEFT, ON THE NORTHWEST SLOPE OF A HILL, ON THE INSIDE OF A
 SY0065'CURVE, MIDWAY BETWEEN TWO CURVES WHICH ARE ABOUT 50 YARDS APART, 89.7
 SY0065'FEET SOUTH OF POWER POLE NO. 42, 36.4 FEET SOUTHWEST OF THE PROPOSED
 SY0065'CENTERLINE OF THE NEW ROAD, 1 FOOT NORTHEAST OF A METAL WITNESS POST
 SY0065'AND ABOUT LEVEL WITH THE ROAD. MARK IS A STANDARD DISK SET IN A ROUND
 SY0065'CONCRETE POST WHICH PROJECTS 4 INCHES.
 SY0065
 SY0065                          STATION RECOVERY (1979)
 SY0065
 SY0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SY0065'RECOVERED IN GOOD CONDITION.
 SY0065
 SY0065                          STATION RECOVERY (1987)
 SY0065
 SY0065'RECOVERY NOTE BY US POWER SQUADRON 1987 (BT)
 SY0065'MARK NOT FOUND.
 SY0065
 SY0065                          STATION RECOVERY (2005)
 SY0065
 SY0065'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0381 ***********************************************************************
 SY0381  DESIGNATION -  C 298 C OF S
 SY0381  PID         -  SY0381
 SY0381  STATE/COUNTY-  WA/KING
 SY0381  USGS QUAD   -  
 SY0381
 SY0381                         *CURRENT SURVEY CONTROL
 SY0381  ___________________________________________________________________
 SY0381* NAD 83(1986)-  47 38 21.     (N)    122 18 39.     (W)     SCALED    
 SY0381* NAVD 88     -        12.876  (meters)      42.24   (feet)  ADJUSTED  
 SY0381  ___________________________________________________________________
 SY0381  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY0381  DYNAMIC HT  -          12.877 (meters)      42.25  (feet)  COMP
 SY0381  MODELED GRAV-     980,725.1   (mgal)                       NAVD 88
 SY0381
 SY0381  VERT ORDER  -  FIRST     CLASS II
 SY0381
 SY0381.The horizontal coordinates were scaled from a topographic map and have
 SY0381.an estimated accuracy of +/- 6 seconds.
 SY0381
 SY0381.The orthometric height was determined by differential leveling
 SY0381.and adjusted by the National Geodetic Survey in June 1991..
 SY0381
 SY0381.The geoid height was determined by GEOID03.
 SY0381
 SY0381.The dynamic height is computed by dividing the NAVD 88
 SY0381.geopotential number by the normal gravity value computed on the
 SY0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0381.degrees latitude (g = 980.6199 gals.).
 SY0381
 SY0381.The modeled gravity was interpolated from observed gravity values.
 SY0381
 SY0381;                    North         East    Units  Estimated Accuracy
 SY0381;SPC WA N     -    72,130.      388,980.      MT  (+/- 180 meters Scaled)
 SY0381
 SY0381                          SUPERSEDED SURVEY CONTROL
 SY0381
 SY0381  NGVD 29 (??/??/??)   11.784  (m)           38.66   (f) ADJUSTED    1 2
 SY0381
 SY0381.Superseded values are not recommended for survey control.
 SY0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0381.See file dsdata.txt to determine how the superseded data were derived.
 SY0381
 SY0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET517764(NAD 83)
 SY0381_MARKER: Z = SEE DESCRIPTION
 SY0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0381+STABILITY: SURFACE MOTION
 SY0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0381+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 SY0381
 SY0381  HISTORY     - Date     Condition        Report By
 SY0381  HISTORY     - UNK      MONUMENTED       WA1960
 SY0381  HISTORY     - 1965     GOOD             CGS
 SY0381  HISTORY     - 20021104 GOOD             USPSQD
 SY0381  HISTORY     - 20060502 GOOD             USPSQD
 SY0381
 SY0381                          STATION DESCRIPTION
 SY0381
 SY0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0381'IN SEATTLE.
 SY0381'AT SEATTLE, 4.0 FEET WEST OF THE INTERSECTION OF THE CENTER LINES OF
 SY0381'E. LYNN STREET AND BOYER AVENUE E., A COPPER PLUG SET IN THE TOP OF A
 SY0381'CONCRETE POST 0.8 FT UNDERGROUND. ACCESS TO THE MARK IS THRU A MANHOLE
 SY0381
 SY0381                          STATION RECOVERY (2002)
 SY0381
 SY0381'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY0381'RECOVERED IN GOOD CONDITION.
 SY0381
 SY0381                          STATION RECOVERY (2006)
 SY0381
 SY0381'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0271 ***********************************************************************
 SX0271  DESIGNATION -  C 299
 SX0271  PID         -  SX0271
 SX0271  STATE/COUNTY-  WA/CHELAN
 SX0271  USGS QUAD   -  WENATCHEE HEIGHTS (1987)
 SX0271
 SX0271                         *CURRENT SURVEY CONTROL
 SX0271  ___________________________________________________________________
 SX0271* NAD 83(1986)-  47 19 38.     (N)    120 21 34.     (W)     SCALED    
 SX0271* NAVD 88     -       721.611  (meters)    2367.49   (feet)  ADJUSTED  
 SX0271  ___________________________________________________________________
 SX0271  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 SX0271  DYNAMIC HT  -         721.608 (meters)    2367.48  (feet)  COMP
 SX0271  MODELED GRAV-     980,586.3   (mgal)                       NAVD 88
 SX0271
 SX0271  VERT ORDER  -  SECOND    CLASS 0
 SX0271
 SX0271.The horizontal coordinates were scaled from a topographic map and have
 SX0271.an estimated accuracy of +/- 6 seconds.
 SX0271
 SX0271.The orthometric height was determined by differential leveling
 SX0271.and adjusted by the National Geodetic Survey in June 1991..
 SX0271
 SX0271.The geoid height was determined by GEOID03.
 SX0271
 SX0271.The dynamic height is computed by dividing the NAVD 88
 SX0271.geopotential number by the normal gravity value computed on the
 SX0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0271.degrees latitude (g = 980.6199 gals.).
 SX0271
 SX0271.The modeled gravity was interpolated from observed gravity values.
 SX0271
 SX0271;                    North         East    Units  Estimated Accuracy
 SX0271;SPC WA N     -    36,490.      535,820.      MT  (+/- 180 meters Scaled)
 SX0271
 SX0271                          SUPERSEDED SURVEY CONTROL
 SX0271
 SX0271  NGVD 29 (??/??/92)  720.458  (m)         2363.70   (f) ADJ UNCH    2 0
 SX0271
 SX0271.Superseded values are not recommended for survey control.
 SX0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0271.See file dsdata.txt to determine how the superseded data were derived.
 SX0271
 SX0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT995449(NAD 83)
 SX0271_MARKER: DB = BENCH MARK DISK
 SX0271_SETTING: 80 = SET IN A BOULDER
 SX0271_STAMPING: C 299 1947
 SX0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0271+STABILITY: SURFACE MOTION
 SX0271
 SX0271  HISTORY     - Date     Condition        Report By
 SX0271  HISTORY     - 1947     MONUMENTED       CGS
 SX0271  HISTORY     - 1960     GOOD             NGS
 SX0271
 SX0271                          STATION DESCRIPTION
 SX0271
 SX0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0271'6.3 MI SW FROM SOUTH WENATCHEE.
 SX0271'0.5 MILE WEST ALONG TERMINAL AVENUE FROM THE SOUTH WENATCHEE SCHOOL AT
 SX0271'SOUTH WENATCHEE, THENCE 5.8 MILES SOUTHWEST ALONG SQUILLCHUCK ROAD,
 SX0271'ABOUT 50 YARDS WEST OF A CONCRETE BLOCK HOUSE ON TOP OF A HILL, AT A T
 SX0271'INTERSECTION OF SQUILLCHUCK ROAD AND A NARROW DIRT ROAD LEADING EAST,
 SX0271'49 FEET EAST OF THE CENTER LINE OF SQUILLCHUCK ROAD, 33 FEET EAST OF A
 SX0271'POWER LINE POLE, 17 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD,
 SX0271'SET IN TOP OF A SHELF ON THE WEST SIDE OF A VERY PROMINENT BOULDER,
 SX0271'AND ABOUT 6 FEET ABOVE THE GROUND.
 SX0271
 SX0271                          STATION RECOVERY (1960)
 SX0271
 SX0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SX0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0512 ***********************************************************************
 TR0512  DESIGNATION -  C 3
 TR0512  PID         -  TR0512
 TR0512  STATE/COUNTY-  WA/ISLAND
 TR0512  USGS QUAD   -  OAK HARBOR (1973)
 TR0512
 TR0512                         *CURRENT SURVEY CONTROL
 TR0512  ___________________________________________________________________
 TR0512* NAD 83(1991)-  48 18 24.52629(N)    122 40 29.28211(W)     ADJUSTED  
 TR0512* NAVD 88     -        55.003  (meters)     180.46   (feet)  ADJUSTED  
 TR0512  ___________________________________________________________________
 TR0512  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 TR0512  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 TR0512  DYNAMIC HT  -          55.015 (meters)     180.50  (feet)  COMP
 TR0512  MODELED GRAV-     980,844.5   (mgal)                       NAVD 88
 TR0512
 TR0512  HORZ ORDER  -  THIRD
 TR0512  VERT ORDER  -  FIRST     CLASS II
 TR0512
 TR0512.The horizontal coordinates were established by classical geodetic methods
 TR0512.and adjusted by the National Geodetic Survey in December 1991..
 TR0512
 TR0512.The orthometric height was determined by differential leveling
 TR0512.and adjusted by the National Geodetic Survey in June 1991..
 TR0512
 TR0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0512
 TR0512.The geoid height was determined by GEOID03.
 TR0512
 TR0512.The dynamic height is computed by dividing the NAVD 88
 TR0512.geopotential number by the normal gravity value computed on the
 TR0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0512.degrees latitude (g = 980.6199 gals.).
 TR0512
 TR0512.The modeled gravity was interpolated from observed gravity values.
 TR0512
 TR0512;                    North         East     Units Scale Factor Converg.
 TR0512;SPC WA N     -   146,929.792   363,416.828   MT  0.99994768   -1 22 15.6
 TR0512;SPC WA N     -   482,052.16  1,192,310.04   sFT  0.99994768   -1 22 15.6
 TR0512;UTM  10      - 5,350,453.215   524,114.213   MT  0.99960714   +0 14 34.2
 TR0512
 TR0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0512!SPC WA N     -   0.99999487  x   0.99994768  =   0.99994255
 TR0512!UTM  10      -   0.99999487  x   0.99960714  =   0.99960201
 TR0512
 TR0512|---------------------------------------------------------------------|
 TR0512| PID    Reference Object                     Distance      Geod. Az  |
 TR0512|                                                           dddmmss.s |
 TR0512| TR1314 C 3 TP 1952                           1.634 METERS 22059     |
 TR0512| TR0511 C 2                                 APPROX. 0.7 KM 2732657.1 |
 TR0512|---------------------------------------------------------------------|
 TR0512
 TR0512                          SUPERSEDED SURVEY CONTROL
 TR0512
 TR0512  NAD 83(1986)-  48 18 24.52695(N)    122 40 29.28592(W) AD(       ) 3
 TR0512  NAD 27      -  48 18 25.16800(N)    122 40 24.66200(W) AD(       ) 3
 TR0512  NGVD 29 (??/??/92)   53.856  (m)          176.69   (f) ADJ UNCH    1 2
 TR0512
 TR0512.Superseded values are not recommended for survey control.
 TR0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0512.See file dsdata.txt to determine how the superseded data were derived.
 TR0512
 TR0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2411450453(NAD 83)
 TR0512_MARKER: DE = TRAVERSE STATION DISK
 TR0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0512_STAMPING: C 3 1952
 TR0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0512+STABILITY: SURFACE MOTION
 TR0512
 TR0512  HISTORY     - Date     Condition        Report By
 TR0512  HISTORY     - 1952     MONUMENTED       CGS
 TR0512  HISTORY     - 1952     GOOD             CGS
 TR0512  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR0512  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0512  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0512
 TR0512                          STATION DESCRIPTION
 TR0512
 TR0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0512'THE STATION IS AT AN INTERSECTION OF THE COUNTY ASPHALT ROAD AND
 TR0512'A GRAVEL ROAD RUNNING NORTH AND SOUTH, 0.8 MILE WEST OF THE JUNCTION
 TR0512'OF THE COUNTY ROAD AND STATE HIGHWAY 1-D, WHICH IS 1.8 MILES WEST
 TR0512'AND NORTH FROM THE OAK HARBOR POST OFFICE.
 TR0512'
 TR0512'THE MARK IS A STANDARD BRONZE DISK, STAMPED G-3, 1952, SET IN A
 TR0512'CAST IRON CASING, WHICH IS IN THE CENTERLINE OF THE GRAVEL ROAD,
 TR0512'57.5 FT. WEST OF A POWER LINE POLE, 77.0 FT. SOUTHEAST OF A
 TR0512'TELEPHONE POLE AND 13.0 FT. SOUTH OF THE CENTER OF THE
 TR0512'INTERSECTION.
 TR0512'
 TR0512'THE CASING IS COVERED BY ABOUT 2 INCHES OF GRAVEL.
 TR0512
 TR0512                          STATION RECOVERY (1952)
 TR0512
 TR0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0512'2.6 MI NW FROM OAK HARBOR.
 TR0512'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0512'THENCE 1.4 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 0.8 MILE WEST
 TR0512'ALONG A COUNTY ASPHALT ROAD, AT A NORTH-SOUTH GRAVELED ROAD
 TR0512'INTERSECTION, 13 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 1.5
 TR0512'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 77 FEET SOUTHWEST
 TR0512'OF A TELEPHONE POLE, 57 1/2 FEET WEST OF A POWER LINE POLE, 0.4 FOOT
 TR0512'BELOW THE ROAD SURFACE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 TR0512'ENCASED IN A 6-INCH IRON PIPE WITH A CAST IRON COVER. NOTE-- THE CAST
 TR0512'IRON COVER IS COVERED WITH 2 INCHES OF GRAVEL.
 TR0512
 TR0512                          STATION RECOVERY (1958)
 TR0512
 TR0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNH)
 TR0512'NOW COVERED BY ASPHALT - DID NOT SEARCH FOR.
 TR0512'
 TR0512'MUCH NEW CONSTRUCTION IN AREA AND MIGHT BE BURIED QUITE DEEP.
 TR0512'
 TR0512'DOUBTFUL IF STILL EXISTING.
 TR0512
 TR0512                          STATION RECOVERY (1960)
 TR0512
 TR0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0512'THE STATION WAS NOT SEARCHED FOR.  THE ROAD HAS BEEN BLACKTOPPED
 TR0512'OVER THE IRON CASING WHICH PROTECTS THE STATION AND IT WAS NOT DUG
 TR0512'FOR.
 TR0512
 TR0512                          STATION RECOVERY (1973)
 TR0512
 TR0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0183 ***********************************************************************
 TP0183  DESIGNATION -  C 30
 TP0183  PID         -  TP0183
 TP0183  STATE/COUNTY-  WA/OKANOGAN
 TP0183  USGS QUAD   -  NESPELEM (1993)
 TP0183
 TP0183                         *CURRENT SURVEY CONTROL
 TP0183  ___________________________________________________________________
 TP0183* NAD 83(1986)-  48 10 34.     (N)    118 53 11.     (W)     SCALED    
 TP0183* NAVD 88     -       789.856  (meters)    2591.39   (feet)  ADJUSTED  
 TP0183  ___________________________________________________________________
 TP0183  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TP0183  DYNAMIC HT  -         789.900 (meters)    2591.53  (feet)  COMP
 TP0183  MODELED GRAV-     980,640.7   (mgal)                       NAVD 88
 TP0183
 TP0183  VERT ORDER  -  FIRST     CLASS II
 TP0183
 TP0183.The horizontal coordinates were scaled from a topographic map and have
 TP0183.an estimated accuracy of +/- 6 seconds.
 TP0183
 TP0183.The orthometric height was determined by differential leveling
 TP0183.and adjusted by the National Geodetic Survey in June 1991..
 TP0183
 TP0183.The geoid height was determined by GEOID03.
 TP0183
 TP0183.The dynamic height is computed by dividing the NAVD 88
 TP0183.geopotential number by the normal gravity value computed on the
 TP0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0183.degrees latitude (g = 980.6199 gals.).
 TP0183
 TP0183.The modeled gravity was interpolated from observed gravity values.
 TP0183
 TP0183;                    North         East    Units  Estimated Accuracy
 TP0183;SPC WA N     -   132,590.      644,770.      MT  (+/- 180 meters Scaled)
 TP0183
 TP0183                          SUPERSEDED SURVEY CONTROL
 TP0183
 TP0183  NGVD 29 (??/??/92)  788.587  (m)         2587.22   (f) ADJ UNCH    1 2
 TP0183
 TP0183.Superseded values are not recommended for survey control.
 TP0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0183.See file dsdata.txt to determine how the superseded data were derived.
 TP0183
 TP0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP597375(NAD 83)
 TP0183_MARKER: DB = BENCH MARK DISK
 TP0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0183_STAMPING: C 30 1933
 TP0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0183+STABILITY: SURFACE MOTION
 TP0183
 TP0183  HISTORY     - Date     Condition        Report By
 TP0183  HISTORY     - 1933     MONUMENTED       CGS
 TP0183  HISTORY     - 1950     MARK NOT FOUND   USGS
 TP0183  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 TP0183
 TP0183                          STATION DESCRIPTION
 TP0183
 TP0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0183'4.9 MI E FROM NESPELEM.
 TP0183'36 FEET SOUTH OF CENTER LINE OF NESPELEM-KELLER ROAD, 30 FEET NORTH OF
 TP0183'SIDE ROAD TO THE SOUTHEAST, 3 FEET BELOW THE ROAD LEVEL.  NOTE-- BM
 TP0183'UNDER REVISED GRADE OF THE NESPELEN-KELLER ROAD AND MAY HAVE BEEN
 TP0183'DESTROYED.
 TP0183
 TP0183                          STATION RECOVERY (1950)
 TP0183
 TP0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 TP0183'MARK NOT FOUND.
 TP0183
 TP0183                          STATION RECOVERY (1985)
 TP0183
 TP0183'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 TP0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0094 ***********************************************************************
 SX0094  DESIGNATION -  C 300
 SX0094  PID         -  SX0094
 SX0094  STATE/COUNTY-  WA/CHELAN
 SX0094  USGS QUAD   -  CASHMERE (1987)
 SX0094
 SX0094                         *CURRENT SURVEY CONTROL
 SX0094  ___________________________________________________________________
 SX0094* NAD 83(1986)-  47 30 30.     (N)    120 28 28.     (W)     SCALED    
 SX0094* NAVD 88     -       262.527  (meters)     861.31   (feet)  ADJUSTED  
 SX0094  ___________________________________________________________________
 SX0094  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SX0094  DYNAMIC HT  -         262.548 (meters)     861.38  (feet)  COMP
 SX0094  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 SX0094
 SX0094  VERT ORDER  -  SECOND    CLASS 0
 SX0094
 SX0094.The horizontal coordinates were scaled from a topographic map and have
 SX0094.an estimated accuracy of +/- 6 seconds.
 SX0094
 SX0094.The orthometric height was determined by differential leveling
 SX0094.and adjusted by the National Geodetic Survey in June 1991..
 SX0094
 SX0094.The geoid height was determined by GEOID03.
 SX0094
 SX0094.The dynamic height is computed by dividing the NAVD 88
 SX0094.geopotential number by the normal gravity value computed on the
 SX0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0094.degrees latitude (g = 980.6199 gals.).
 SX0094
 SX0094.The modeled gravity was interpolated from observed gravity values.
 SX0094
 SX0094;                    North         East    Units  Estimated Accuracy
 SX0094;SPC WA N     -    56,580.      527,040.      MT  (+/- 180 meters Scaled)
 SX0094
 SX0094                          SUPERSEDED SURVEY CONTROL
 SX0094
 SX0094  NGVD 29 (??/??/92)  261.382  (m)          857.55   (f) ADJ UNCH    2 0
 SX0094
 SX0094.Superseded values are not recommended for survey control.
 SX0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0094.See file dsdata.txt to determine how the superseded data were derived.
 SX0094
 SX0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT901647(NAD 83)
 SX0094_MARKER: DB = BENCH MARK DISK
 SX0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0094_STAMPING: C 300 1947
 SX0094_MARK LOGO: CGS   
 SX0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0094+STABILITY: SURFACE MOTION
 SX0094
 SX0094  HISTORY     - Date     Condition        Report By
 SX0094  HISTORY     - 1947     MONUMENTED       CGS
 SX0094  HISTORY     - 1982     POOR             NGS
 SX0094
 SX0094                          STATION DESCRIPTION
 SX0094
 SX0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0094'1.0 MI SE FROM CASHMERE.
 SX0094'1.0 MILE SOUTHEAST ALONG MISSION CREEK ROAD FROM THE FRANCES WILLARD
 SX0094'HIGH SCHOOL AT CASHMERE, 0.1 MILE SOUTHEAST OF THE JUNCTION OF THE
 SX0094'MISSION CREEK ROAD AND A PAVED ROAD LEADING WEST, 30 FEET NORTH OF A
 SX0094'10-INCH LONE WILLOW TREE, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SX0094'ROAD, 15.6 FEET SOUTHEAST OF A POWER LINE POLE, AND SET IN THE TOP OF
 SX0094'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  WITNESS POST
 SX0094'SET 2.4 FEET SOUTHWEST OF THE MARK.
 SX0094
 SX0094                          STATION RECOVERY (1982)
 SX0094
 SX0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0094'RECOVERED IN POOR CONDITION, THE POST IS LEANING SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0301 ***********************************************************************
 SX0301  DESIGNATION -  C 301
 SX0301  PID         -  SX0301
 SX0301  STATE/COUNTY-  WA/CHELAN
 SX0301  USGS QUAD   -  WENATCHEE HEIGHTS (1987)
 SX0301
 SX0301                         *CURRENT SURVEY CONTROL
 SX0301  ___________________________________________________________________
 SX0301* NAD 83(1986)-  47 18 14.     (N)    120 16 58.     (W)     SCALED    
 SX0301* NAVD 88     -       843.051  (meters)    2765.91   (feet)  ADJUSTED  
 SX0301  ___________________________________________________________________
 SX0301  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 SX0301  DYNAMIC HT  -         843.013 (meters)    2765.79  (feet)  COMP
 SX0301  MODELED GRAV-     980,540.1   (mgal)                       NAVD 88
 SX0301
 SX0301  VERT ORDER  -  SECOND    CLASS 0
 SX0301
 SX0301.The horizontal coordinates were scaled from a topographic map and have
 SX0301.an estimated accuracy of +/- 6 seconds.
 SX0301
 SX0301.The orthometric height was determined by differential leveling
 SX0301.and adjusted by the National Geodetic Survey in June 1991..
 SX0301
 SX0301.The geoid height was determined by GEOID03.
 SX0301
 SX0301.The dynamic height is computed by dividing the NAVD 88
 SX0301.geopotential number by the normal gravity value computed on the
 SX0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0301.degrees latitude (g = 980.6199 gals.).
 SX0301
 SX0301.The modeled gravity was interpolated from observed gravity values.
 SX0301
 SX0301;                    North         East    Units  Estimated Accuracy
 SX0301;SPC WA N     -    33,940.      541,640.      MT  (+/- 180 meters Scaled)
 SX0301
 SX0301                          SUPERSEDED SURVEY CONTROL
 SX0301
 SX0301  NGVD 29 (??/??/92)  841.868  (m)         2762.03   (f) ADJ UNCH    2 0
 SX0301
 SX0301.Superseded values are not recommended for survey control.
 SX0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0301.See file dsdata.txt to determine how the superseded data were derived.
 SX0301
 SX0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT053425(NAD 83)
 SX0301_MARKER: DB = BENCH MARK DISK
 SX0301_SETTING: 80 = SET IN A BOULDER
 SX0301_STAMPING: C 301 1947
 SX0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0301+STABILITY: SURFACE MOTION
 SX0301
 SX0301  HISTORY     - Date     Condition        Report By
 SX0301  HISTORY     - 1947     MONUMENTED       CGS
 SX0301
 SX0301                          STATION DESCRIPTION
 SX0301
 SX0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0301'12.4 MI SE FROM SOUTH WENATCHEE.
 SX0301'0.5 MILE WEST ALONG TERMINAL AVENUE FROM THE SOUTH WENATCHEE SCHOOL AT
 SX0301'SOUTH WENATCHEE, THENCE 3.8 MILES SOUTHWEST ALONG SQUILLCHUCK ROAD,
 SX0301'THENCE 8.1 MILES SOUTHEAST ALONG STEMILT LOOP ROAD, 0.5 MILE SOUTH OF
 SX0301'THE JUMP OFF ROAD JUNCTION, AT THE INTERSECTION OF STEMILT LOOP ROAD
 SX0301'AND A TRACK ROAD LEADING EAST, AT THE WEST EDGE OF AN ABANDONED ROAD,
 SX0301'100 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, 36 FEET EAST OF
 SX0301'STEMILT LOOP ROAD, 5.6 FEET EAST OF A 10-INCH TRIANGULAR BLAZED PINE
 SX0301'TREE, AND SET IN THE TOP OF A SMALL OUTCROPPING BOULDER ABOUT FLUSH
 SX0301'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1840 ***********************************************************************
 SA1840  DESIGNATION -  C 302
 SA1840  PID         -  SA1840
 SA1840  STATE/COUNTY-  WA/KITTITAS
 SA1840  USGS QUAD   -  VANTAGE (1978)
 SA1840
 SA1840                         *CURRENT SURVEY CONTROL
 SA1840  ___________________________________________________________________
 SA1840* NAD 83(1986)-  46 56 55.     (N)    119 59 57.     (W)     SCALED    
 SA1840* NAVD 88     -       241.127  (meters)     791.10   (feet)  ADJUSTED  
 SA1840  ___________________________________________________________________
 SA1840  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SA1840  DYNAMIC HT  -         241.143 (meters)     791.15  (feet)  COMP
 SA1840  MODELED GRAV-     980,672.2   (mgal)                       NAVD 88
 SA1840
 SA1840  VERT ORDER  -  SECOND    CLASS 0
 SA1840
 SA1840.The horizontal coordinates were scaled from a topographic map and have
 SA1840.an estimated accuracy of +/- 6 seconds.
 SA1840
 SA1840.The orthometric height was determined by differential leveling
 SA1840.and adjusted by the National Geodetic Survey in June 1991..
 SA1840
 SA1840.The geoid height was determined by GEOID03.
 SA1840
 SA1840.The dynamic height is computed by dividing the NAVD 88
 SA1840.geopotential number by the normal gravity value computed on the
 SA1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1840.degrees latitude (g = 980.6199 gals.).
 SA1840
 SA1840.The modeled gravity was interpolated from observed gravity values.
 SA1840
 SA1840;                    North         East    Units  Estimated Accuracy
 SA1840;SPC WA S     -   179,660.      538,130.      MT  (+/- 180 meters Scaled)
 SA1840
 SA1840                          SUPERSEDED SURVEY CONTROL
 SA1840
 SA1840  NGVD 29 (??/??/92)  240.035  (m)          787.51   (f) ADJ UNCH    2 0
 SA1840
 SA1840.Superseded values are not recommended for survey control.
 SA1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1840.See file dsdata.txt to determine how the superseded data were derived.
 SA1840
 SA1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN717038(NAD 83)
 SA1840_MARKER: DB = BENCH MARK DISK
 SA1840_SETTING: 80 = SET IN A BOULDER
 SA1840_SP_SET: BOULDER
 SA1840_STAMPING: C 302 1947
 SA1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1840+STABILITY: SURFACE MOTION
 SA1840
 SA1840  HISTORY     - Date     Condition        Report By
 SA1840  HISTORY     - 1947     MONUMENTED       CGS
 SA1840  HISTORY     - 1965     MARK NOT FOUND   USGS
 SA1840
 SA1840                          STATION DESCRIPTION
 SA1840
 SA1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SA1840'1.2 MI W FROM VANTAGE.
 SA1840'1.2 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE WEST END OF VANTAGE
 SA1840'BRIDGE OVER THE COLUMBIA RIVER AT VANTAGE, 0.15 MILE NORTHEAST OF A
 SA1840'DIRT ROAD LEADING EAST, 42 FEET WEST OF A HUGE BOULDER, 46 FEET
 SA1840'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 5 FEET ABOVE THE
 SA1840'ROAD, AND SET IN THE TOP OF A SMALL OUTCROPPING BOULDER.
 SA1840
 SA1840                          STATION RECOVERY (1965)
 SA1840
 SA1840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA1840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0806 ***********************************************************************
 SW0806  DESIGNATION -  C 302
 SW0806  PID         -  SW0806
 SW0806  STATE/COUNTY-  WA/GRANT
 SW0806  USGS QUAD   -  MOSES LAKE NORTH (1978)
 SW0806
 SW0806                         *CURRENT SURVEY CONTROL
 SW0806  ___________________________________________________________________
 SW0806* NAD 83(1986)-  47 07 56.     (N)    119 16 34.     (W)     SCALED    
 SW0806* NAVD 88     -       325.22   (+/-2cm)    1067.0    (feet)  VERTCON   
 SW0806  ___________________________________________________________________
 SW0806  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 SW0806
 SW0806  VERT ORDER  -  ? (See Below)
 SW0806
 SW0806.The horizontal coordinates were scaled from a topographic map and have
 SW0806.an estimated accuracy of +/- 6 seconds.
 SW0806
 SW0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0806.The vertical order pertains to the NGVD 29 superseded value.
 SW0806
 SW0806.The geoid height was determined by GEOID03.
 SW0806
 SW0806;                    North         East    Units  Estimated Accuracy
 SW0806;SPC WA S     -   200,670.      592,850.      MT  (+/- 180 meters Scaled)
 SW0806
 SW0806                          SUPERSEDED SURVEY CONTROL
 SW0806
 SW0806  NGVD 29 (??/??/92)  324.087  (m)         1063.28   (f) ADJ UNCH    ?  
 SW0806
 SW0806.Superseded values are not recommended for survey control.
 SW0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0806.See file dsdata.txt to determine how the superseded data were derived.
 SW0806
 SW0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN273223(NAD 83)
 SW0806_MARKER: DD = SURVEY DISK
 SW0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0806+STABILITY: SURFACE MOTION
 SW0806
 SW0806  HISTORY     - Date     Condition        Report By
 SW0806  HISTORY     - UNK      MONUMENTED       BOR
 SW0806  HISTORY     - 1935     GOOD             NGS
 SW0806  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0806
 SW0806                          STATION DESCRIPTION
 SW0806
 SW0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0806'IN NEPPEL.
 SW0806'AT NEPPEL, GRANT COUNTY, AT THE NORTHEAST END OF THE TOWN, AT A POINT,
 SW0806'WHERE THE ROAD TURNS TO THE SOUTHEAST, AND AT THE BASE OF A POLE WHICH
 SW0806'HAS THE LETTERS C 302 PAINTED ON IT.  A UNITED STATE BUREAU OF
 SW0806'RECLAMATION STANDARD DISK SET IN A CONCRETE POST.
 SW0806
 SW0806                          STATION RECOVERY (1968)
 SW0806
 SW0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0196 ***********************************************************************
 SB0196  DESIGNATION -  C 303
 SB0196  PID         -  SB0196
 SB0196  STATE/COUNTY-  WA/YAKIMA
 SB0196  USGS QUAD   -  YAKIMA EAST (1985)
 SB0196
 SB0196                         *CURRENT SURVEY CONTROL
 SB0196  ___________________________________________________________________
 SB0196* NAD 83(1986)-  46 32 57.     (N)    120 26 14.     (W)     SCALED    
 SB0196* NAVD 88     -       300.061  (meters)     984.45   (feet)  ADJUSTED  
 SB0196  ___________________________________________________________________
 SB0196  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SB0196  DYNAMIC HT  -         300.061 (meters)     984.45  (feet)  COMP
 SB0196  MODELED GRAV-     980,607.9   (mgal)                       NAVD 88
 SB0196
 SB0196  VERT ORDER  -  SECOND    CLASS 0
 SB0196
 SB0196.The horizontal coordinates were scaled from a topographic map and have
 SB0196.an estimated accuracy of +/- 6 seconds.
 SB0196
 SB0196.The orthometric height was determined by differential leveling
 SB0196.and adjusted by the National Geodetic Survey in June 1991..
 SB0196
 SB0196.The geoid height was determined by GEOID03.
 SB0196
 SB0196.The dynamic height is computed by dividing the NAVD 88
 SB0196.geopotential number by the normal gravity value computed on the
 SB0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0196.degrees latitude (g = 980.6199 gals.).
 SB0196
 SB0196.The modeled gravity was interpolated from observed gravity values.
 SB0196
 SB0196;                    North         East    Units  Estimated Accuracy
 SB0196;SPC WA S     -   135,140.      504,810.      MT  (+/- 180 meters Scaled)
 SB0196
 SB0196                          SUPERSEDED SURVEY CONTROL
 SB0196
 SB0196  NGVD 29 (??/??/92)  298.992  (m)          980.94   (f) ADJ UNCH    2 0
 SB0196
 SB0196.Superseded values are not recommended for survey control.
 SB0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0196.See file dsdata.txt to determine how the superseded data were derived.
 SB0196
 SB0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS964582(NAD 83)
 SB0196_MARKER: DB = BENCH MARK DISK
 SB0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0196_STAMPING: C 303 1949
 SB0196_MARK LOGO: CGS   
 SB0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0196+STABILITY: SURFACE MOTION
 SB0196
 SB0196  HISTORY     - Date     Condition        Report By
 SB0196  HISTORY     - 1949     MONUMENTED       CGS
 SB0196  HISTORY     - 1962     GOOD             LOCENG
 SB0196  HISTORY     - 1982     GOOD             NGS
 SB0196  HISTORY     - 1990     GOOD             USPSQD
 SB0196
 SB0196                          STATION DESCRIPTION
 SB0196
 SB0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0196'2.9 MI W FROM MOXEE CITY.
 SB0196'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 11-A FROM THE HIGH SCHOOL AT
 SB0196'MOXEE CITY, THENCE 2.7 MILES WEST ALONG BEAUCHENE ROAD, 4.9 MILES
 SB0196'NORTH OF PARKER, ABOUT 94 YARDS EAST OF THE CENTER OF THE INTERSECTION
 SB0196'OF THE BIRCHFIELD AND BEAUCHENE ROADS, ABOUT 63 YARDS NORTHEAST OF THE
 SB0196'NORTHEAST CORNER OF THE JOE MCKELHEER FARMHOUSE, 73 FEET EAST OF THE
 SB0196'CENTER LINE OF THE DRIVEWAY, 23.5 FEET SOUTH OF THE CENTER LINE OF THE
 SB0196'ROAD, 7 1/2 FEET EAST OF A LARGE LOCUST TREE, 2.0 FEET WEST OF A FENCE
 SB0196'CORNER, 2.2 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A
 SB0196'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SB0196
 SB0196                          STATION RECOVERY (1962)
 SB0196
 SB0196'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 SB0196'RECOVERED IN GOOD CONDITION.
 SB0196
 SB0196                          STATION RECOVERY (1982)
 SB0196
 SB0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0196'RECOVERED IN GOOD CONDITION.
 SB0196
 SB0196                          STATION RECOVERY (1990)
 SB0196
 SB0196'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1745 ***********************************************************************
 SA1745  DESIGNATION -  C 304
 SA1745  PID         -  SA1745
 SA1745  STATE/COUNTY-  WA/YAKIMA
 SA1745  USGS QUAD   -  CAIRN HOPE PEAK (1978)
 SA1745
 SA1745                         *CURRENT SURVEY CONTROL
 SA1745  ___________________________________________________________________
 SA1745* NAD 83(1986)-  46 32 03.     (N)    119 53 13.     (W)     SCALED    
 SA1745* NAVD 88     -       383.877  (meters)    1259.44   (feet)  ADJUSTED  
 SA1745  ___________________________________________________________________
 SA1745  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SA1745  DYNAMIC HT  -         383.884 (meters)    1259.46  (feet)  COMP
 SA1745  MODELED GRAV-     980,623.8   (mgal)                       NAVD 88
 SA1745
 SA1745  VERT ORDER  -  SECOND    CLASS 0
 SA1745
 SA1745.The horizontal coordinates were scaled from a topographic map and have
 SA1745.an estimated accuracy of +/- 6 seconds.
 SA1745
 SA1745.The orthometric height was determined by differential leveling
 SA1745.and adjusted by the National Geodetic Survey in June 1991..
 SA1745
 SA1745.The geoid height was determined by GEOID03.
 SA1745
 SA1745.The dynamic height is computed by dividing the NAVD 88
 SA1745.geopotential number by the normal gravity value computed on the
 SA1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1745.degrees latitude (g = 980.6199 gals.).
 SA1745
 SA1745.The modeled gravity was interpolated from observed gravity values.
 SA1745
 SA1745;                    North         East    Units  Estimated Accuracy
 SA1745;SPC WA S     -   133,660.      547,030.      MT  (+/- 180 meters Scaled)
 SA1745
 SA1745                          SUPERSEDED SURVEY CONTROL
 SA1745
 SA1745  NGVD 29 (??/??/92)  382.809  (m)         1255.93   (f) ADJ UNCH    2 0
 SA1745
 SA1745.Superseded values are not recommended for survey control.
 SA1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1745.See file dsdata.txt to determine how the superseded data were derived.
 SA1745
 SA1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM786574(NAD 83)
 SA1745_MARKER: DB = BENCH MARK DISK
 SA1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1745_STAMPING: C 304 1949
 SA1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1745+STABILITY: SURFACE MOTION
 SA1745
 SA1745  HISTORY     - Date     Condition        Report By
 SA1745  HISTORY     - 1949     MONUMENTED       CGS
 SA1745
 SA1745                          STATION DESCRIPTION
 SA1745
 SA1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1745'4.2 MI NW FROM E ROBERT RANCH.
 SA1745'1.5 MILES WEST ALONG A RANCH ROAD FROM THE E. ROBERT RANCH (FORMER
 SA1745'WAUTOMA POST OFFICE), THENCE 2.4 MILES NORTH ALONG THE
 SA1745'SUNNYSIDE-HANFORD HIGHWAY, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY
 SA1745'11-A, AT A SMALL CUT, 285 FEET EAST OF THE CENTER OF A 24-INCH
 SA1745'CONCRETE PIPE CULVERT AT A DEEP RAVINE, 145 FEET WEST OF A 14-INCH
 SA1745'CONCRETE PIPE CULVERT, 50.0 FEET SOUTH OF THE CENTER LINE OF THE
 SA1745'HIGHWAY, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, 1.8 FEET NORTH OF A
 SA1745'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SA1745'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0421 ***********************************************************************
 SB0421  DESIGNATION -  C 305
 SB0421  PID         -  SB0421
 SB0421  STATE/COUNTY-  WA/YAKIMA
 SB0421  USGS QUAD   -  GRANGER NW (1965)
 SB0421
 SB0421                         *CURRENT SURVEY CONTROL
 SB0421  ___________________________________________________________________
 SB0421* NAD 83(1986)-  46 29 49.     (N)    120 08 48.     (W)     SCALED    
 SB0421* NAVD 88     -       477.515  (meters)    1566.65   (feet)  ADJUSTED  
 SB0421  ___________________________________________________________________
 SB0421  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 SB0421  DYNAMIC HT  -         477.505 (meters)    1566.61  (feet)  COMP
 SB0421  MODELED GRAV-     980,579.6   (mgal)                       NAVD 88
 SB0421
 SB0421  VERT ORDER  -  SECOND    CLASS 0
 SB0421
 SB0421.The horizontal coordinates were scaled from a topographic map and have
 SB0421.an estimated accuracy of +/- 6 seconds.
 SB0421
 SB0421.The orthometric height was determined by differential leveling
 SB0421.and adjusted by the National Geodetic Survey in June 1991..
 SB0421
 SB0421.The geoid height was determined by GEOID03.
 SB0421
 SB0421.The dynamic height is computed by dividing the NAVD 88
 SB0421.geopotential number by the normal gravity value computed on the
 SB0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0421.degrees latitude (g = 980.6199 gals.).
 SB0421
 SB0421.The modeled gravity was interpolated from observed gravity values.
 SB0421
 SB0421;                    North         East    Units  Estimated Accuracy
 SB0421;SPC WA S     -   129,400.      527,120.      MT  (+/- 180 meters Scaled)
 SB0421
 SB0421                          SUPERSEDED SURVEY CONTROL
 SB0421
 SB0421  NGVD 29 (??/??/92)  476.423  (m)         1563.06   (f) ADJ UNCH    2 0
 SB0421
 SB0421.Superseded values are not recommended for survey control.
 SB0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0421.See file dsdata.txt to determine how the superseded data were derived.
 SB0421
 SB0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS189532(NAD 83)
 SB0421_MARKER: DB = BENCH MARK DISK
 SB0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0421_STAMPING: C 305 1949
 SB0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0421+STABILITY: SURFACE MOTION
 SB0421
 SB0421  HISTORY     - Date     Condition        Report By
 SB0421  HISTORY     - 1949     MONUMENTED       CGS
 SB0421
 SB0421                          STATION DESCRIPTION
 SB0421
 SB0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0421'1.7 MI SE FROM WASHINGTON STATE QUARANTINE STA.
 SB0421'1.1 MILES EAST ALONG STATE HIGHWAY 11-A FROM THE WASHINGTON STATE
 SB0421'QUARANTINE STATION, THENCE 0.6 MILE SOUTH ALONG A COUNTY GRADED ROAD,
 SB0421'IN A VALLEY ABOUT 0.5 MILE NORTH OF RATTLESNAKE RIDGE, 105 FEET SOUTH
 SB0421'OF THE CENTER OF THE ROAD AT A SMALL CREEK CROSSING, 46.0 FEET WEST OF
 SB0421'THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A WITNESS POST, ABOUT
 SB0421'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SB0421'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0447 ***********************************************************************
 SB0447  DESIGNATION -  C 306
 SB0447  PID         -  SB0447
 SB0447  STATE/COUNTY-  WA/YAKIMA
 SB0447  USGS QUAD   -  GRANGER (1965)
 SB0447
 SB0447                         *CURRENT SURVEY CONTROL
 SB0447  ___________________________________________________________________
 SB0447* NAD 83(1986)-  46 20 47.     (N)    120 09 21.     (W)     SCALED    
 SB0447* NAVD 88     -       241.425  (meters)     792.08   (feet)  ADJUSTED  
 SB0447  ___________________________________________________________________
 SB0447  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SB0447  DYNAMIC HT  -         241.427 (meters)     792.08  (feet)  COMP
 SB0447  MODELED GRAV-     980,616.5   (mgal)                       NAVD 88
 SB0447
 SB0447  VERT ORDER  -  SECOND    CLASS 0
 SB0447
 SB0447.The horizontal coordinates were scaled from a topographic map and have
 SB0447.an estimated accuracy of +/- 6 seconds.
 SB0447
 SB0447.The orthometric height was determined by differential leveling
 SB0447.and adjusted by the National Geodetic Survey in June 1991..
 SB0447
 SB0447.The geoid height was determined by GEOID03.
 SB0447
 SB0447.The dynamic height is computed by dividing the NAVD 88
 SB0447.geopotential number by the normal gravity value computed on the
 SB0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0447.degrees latitude (g = 980.6199 gals.).
 SB0447
 SB0447.The modeled gravity was interpolated from observed gravity values.
 SB0447
 SB0447;                    North         East    Units  Estimated Accuracy
 SB0447;SPC WA S     -   112,660.      526,490.      MT  (+/- 180 meters Scaled)
 SB0447
 SB0447                          SUPERSEDED SURVEY CONTROL
 SB0447
 SB0447  NGVD 29 (??/??/92)  240.377  (m)          788.64   (f) ADJ UNCH    2 0
 SB0447
 SB0447.Superseded values are not recommended for survey control.
 SB0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0447.See file dsdata.txt to determine how the superseded data were derived.
 SB0447
 SB0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS188364(NAD 83)
 SB0447_MARKER: DB = BENCH MARK DISK
 SB0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0447_STAMPING: C 306 1949
 SB0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0447+STABILITY: SURFACE MOTION
 SB0447
 SB0447  HISTORY     - Date     Condition        Report By
 SB0447  HISTORY     - 1949     MONUMENTED       CGS
 SB0447
 SB0447                          STATION DESCRIPTION
 SB0447
 SB0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0447'1.5 MI E FROM GRANGER.
 SB0447'1.5 MILES EAST ALONG U. S. HIGHWAY 410 FROM THE GRAMMAR SCHOOL AT
 SB0447'GRANGER, ABOUT 0.1 MILE SOUTH OF FARMHOUSE, 70 FEET NORTHWEST OF
 SB0447'CONCRETE SIPHON 25-53C, 60 1/2 FEET NORTH OF POWER LINE POLE 1344, 36
 SB0447'FEET SOUTH OF A POWER LINE POLE, 35.0 FEET NORTH OF THE CENTER LINE OF
 SB0447'THE HIGHWAY, 14 1/2 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING
 SB0447'TO A FARMHOUSE, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, 2.0 FEET
 SB0447'NORTHEAST OF A WITNESS POST, 0.8 FOOT SOUTHEAST OF A FENCE, AND SET IN
 SB0447'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0679 ***********************************************************************
 SC0679  DESIGNATION -  C 306
 SC0679  PID         -  SC0679
 SC0679  STATE/COUNTY-  WA/PACIFIC
 SC0679  USGS QUAD   -  LONG ISLAND (1984)
 SC0679
 SC0679                         *CURRENT SURVEY CONTROL
 SC0679  ___________________________________________________________________
 SC0679* NAD 83(1986)-  46 25 44.     (N)    123 54 21.     (W)     SCALED    
 SC0679* NAVD 88     -         5.355  (meters)      17.57   (feet)  ADJUSTED  
 SC0679  ___________________________________________________________________
 SC0679  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SC0679  DYNAMIC HT  -           5.356 (meters)      17.57  (feet)  COMP
 SC0679  MODELED GRAV-     980,727.8   (mgal)                       NAVD 88
 SC0679
 SC0679  VERT ORDER  -  SECOND    CLASS 0
 SC0679
 SC0679.The horizontal coordinates were scaled from a topographic map and have
 SC0679.an estimated accuracy of +/- 6 seconds.
 SC0679
 SC0679.The orthometric height was determined by differential leveling
 SC0679.and adjusted by the National Geodetic Survey in June 1991..
 SC0679
 SC0679.The geoid height was determined by GEOID03.
 SC0679
 SC0679.The dynamic height is computed by dividing the NAVD 88
 SC0679.geopotential number by the normal gravity value computed on the
 SC0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0679.degrees latitude (g = 980.6199 gals.).
 SC0679
 SC0679.The modeled gravity was interpolated from observed gravity values.
 SC0679
 SC0679;                    North         East    Units  Estimated Accuracy
 SC0679;SPC WA S     -   127,420.      238,320.      MT  (+/- 180 meters Scaled)
 SC0679
 SC0679                          SUPERSEDED SURVEY CONTROL
 SC0679
 SC0679  NGVD 29 (??/??/92)    4.33   (m)           14.2    (f) COMPUTED    2 0
 SC0679
 SC0679.Superseded values are not recommended for survey control.
 SC0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0679.See file dsdata.txt to determine how the superseded data were derived.
 SC0679
 SC0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS304421(NAD 83)
 SC0679_MARKER: DD = SURVEY DISK
 SC0679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0679_SP_SET: BRIDGE
 SC0679_STAMPING: C 306 1939
 SC0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0679
 SC0679  HISTORY     - Date     Condition        Report By
 SC0679  HISTORY     - 1939     MONUMENTED       DOD
 SC0679  HISTORY     - 1961     MARK NOT FOUND   NGS
 SC0679
 SC0679                          STATION DESCRIPTION
 SC0679
 SC0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SC0679'9.1 MI SW FROM NEMAH.
 SC0679'ABOUT 9.1 MILES SOUTHWEST OF NEMAH, AT THE SOUTH END OF THE BRIDGE
 SC0679'OVER NESELLE RIVER.  12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 SC0679'NOTE-- THE APPROACH TO THE BRIDGE HAS BEEN CHANGED AND THE MARK MAY
 SC0679'HAVE BEEN DESTROYED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0143 ***********************************************************************
 SB0143  DESIGNATION -  C 307
 SB0143  PID         -  SB0143
 SB0143  STATE/COUNTY-  WA/KITTITAS
 SB0143  USGS QUAD   -  BLACK ROCK SPRING NW (1953)
 SB0143
 SB0143                         *CURRENT SURVEY CONTROL
 SB0143  ___________________________________________________________________
 SB0143* NAD 83(1986)-  46 44 45.     (N)    120 08 58.     (W)     SCALED    
 SB0143* NAVD 88     -       759.458  (meters)    2491.66   (feet)  ADJUSTED  
 SB0143  ___________________________________________________________________
 SB0143  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SB0143  DYNAMIC HT  -         759.439 (meters)    2491.59  (feet)  COMP
 SB0143  MODELED GRAV-     980,564.0   (mgal)                       NAVD 88
 SB0143
 SB0143  VERT ORDER  -  SECOND    CLASS 0
 SB0143
 SB0143.The horizontal coordinates were scaled from a topographic map and have
 SB0143.an estimated accuracy of +/- 6 seconds.
 SB0143
 SB0143.The orthometric height was determined by differential leveling
 SB0143.and adjusted by the National Geodetic Survey in June 1991..
 SB0143
 SB0143.The geoid height was determined by GEOID03.
 SB0143
 SB0143.The dynamic height is computed by dividing the NAVD 88
 SB0143.geopotential number by the normal gravity value computed on the
 SB0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0143.degrees latitude (g = 980.6199 gals.).
 SB0143
 SB0143.The modeled gravity was interpolated from observed gravity values.
 SB0143
 SB0143;                    North         East    Units  Estimated Accuracy
 SB0143;SPC WA S     -   157,060.      526,790.      MT  (+/- 180 meters Scaled)
 SB0143
 SB0143                          SUPERSEDED SURVEY CONTROL
 SB0143
 SB0143  NGVD 29 (??/??/92)  758.339  (m)         2487.98   (f) ADJ UNCH    2 0
 SB0143
 SB0143.Superseded values are not recommended for survey control.
 SB0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0143.See file dsdata.txt to determine how the superseded data were derived.
 SB0143
 SB0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS177808(NAD 83)
 SB0143_MARKER: DB = BENCH MARK DISK
 SB0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0143_STAMPING: C 307 1949
 SB0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0143+STABILITY: SURFACE MOTION
 SB0143
 SB0143  HISTORY     - Date     Condition        Report By
 SB0143  HISTORY     - 1949     MONUMENTED       CGS
 SB0143
 SB0143                          STATION DESCRIPTION
 SB0143
 SB0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0143'12.1 MI W FROM LEVERING.
 SB0143'0.9 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0143'RAILROAD FROM THE SIDING SIGN AT LEVERING, THENCE 11.2 MILES WEST
 SB0143'ALONG A TRACK ROAD, 62 FEET NORTHEAST OF THE FOOT OF A SHORT STEEP
 SB0143'GRADE, 32 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET
 SB0143'HIGHER THAN THE ROAD, 1.8 FEET NORTHWEST OF A WITNESS POST, AND SET IN
 SB0143'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1319 ***********************************************************************
 SA1319  DESIGNATION -  C 308
 SA1319  PID         -  SA1319
 SA1319  STATE/COUNTY-  WA/YAKIMA
 SA1319  USGS QUAD   -  SULPHUR SPRING (1978)
 SA1319
 SA1319                         *CURRENT SURVEY CONTROL
 SA1319  ___________________________________________________________________
 SA1319* NAD 83(1986)-  46 24 03.     (N)    119 56 59.     (W)     SCALED    
 SA1319* NAVD 88     -       448.196  (meters)    1470.46   (feet)  ADJUSTED  
 SA1319  ___________________________________________________________________
 SA1319  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SA1319  DYNAMIC HT  -         448.199 (meters)    1470.47  (feet)  COMP
 SA1319  MODELED GRAV-     980,606.4   (mgal)                       NAVD 88
 SA1319
 SA1319  VERT ORDER  -  SECOND    CLASS 0
 SA1319
 SA1319.The horizontal coordinates were scaled from a topographic map and have
 SA1319.an estimated accuracy of +/- 6 seconds.
 SA1319
 SA1319.The orthometric height was determined by differential leveling
 SA1319.and adjusted by the National Geodetic Survey in June 1991..
 SA1319
 SA1319.The geoid height was determined by GEOID03.
 SA1319
 SA1319.The dynamic height is computed by dividing the NAVD 88
 SA1319.geopotential number by the normal gravity value computed on the
 SA1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1319.degrees latitude (g = 980.6199 gals.).
 SA1319
 SA1319.The modeled gravity was interpolated from observed gravity values.
 SA1319
 SA1319;                    North         East    Units  Estimated Accuracy
 SA1319;SPC WA S     -   118,800.      542,310.      MT  (+/- 180 meters Scaled)
 SA1319
 SA1319                          SUPERSEDED SURVEY CONTROL
 SA1319
 SA1319  NGVD 29 (??/??/92)  447.132  (m)         1466.97   (f) ADJ UNCH    2 0
 SA1319
 SA1319.Superseded values are not recommended for survey control.
 SA1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1319.See file dsdata.txt to determine how the superseded data were derived.
 SA1319
 SA1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM732428(NAD 83)
 SA1319_MARKER: DB = BENCH MARK DISK
 SA1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1319_STAMPING: C 308 1949
 SA1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1319+STABILITY: SURFACE MOTION
 SA1319
 SA1319  HISTORY     - Date     Condition        Report By
 SA1319  HISTORY     - 1949     MONUMENTED       CGS
 SA1319  HISTORY     - 1974     GOOD             USGS
 SA1319
 SA1319                          STATION DESCRIPTION
 SA1319
 SA1319'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA1319'1.6 MI E FROM SUNNYSIDE.
 SA1319'SUNNYSIDE P.O., EAST ALONG EDISON AVE. 1.6 MILES TO INTERSECTION, TURN
 SA1319'LEFT, NORTH ALONG STATE HWY 241, 5.8 MILES, ABOUT 700 FT. NORTH OF
 SA1319'ROAD WEST TO FARM HOUSE, 90 FT. NORTH OF TRACK ROAD EAST, 60 FT EAST
 SA1319'OF HWY, 4 FT. WEST OF TRAIL UNDER POWER LINE, SET IN TOP OF CONCRETE
 SA1319'POST PROJECTING 0.6 FOOT ABOVE GROUND.  A STANDARD DISK STAMPED C 308
 SA1319'1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1738 ***********************************************************************
 SA1738  DESIGNATION -  C 309
 SA1738  PID         -  SA1738
 SA1738  STATE/COUNTY-  WA/BENTON
 SA1738  USGS QUAD   -  EMERSON NIPPLE (1975)
 SA1738
 SA1738                         *CURRENT SURVEY CONTROL
 SA1738  ___________________________________________________________________
 SA1738* NAD 83(1986)-  46 34 43.     (N)    119 49 27.     (W)     SCALED    
 SA1738* NAVD 88     -       344.252  (meters)    1129.43   (feet)  ADJUSTED  
 SA1738  ___________________________________________________________________
 SA1738  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SA1738  DYNAMIC HT  -         344.263 (meters)    1129.47  (feet)  COMP
 SA1738  MODELED GRAV-     980,637.4   (mgal)                       NAVD 88
 SA1738
 SA1738  VERT ORDER  -  SECOND    CLASS 0
 SA1738
 SA1738.The horizontal coordinates were scaled from a topographic map and have
 SA1738.an estimated accuracy of +/- 6 seconds.
 SA1738
 SA1738.The orthometric height was determined by differential leveling
 SA1738.and adjusted by the National Geodetic Survey in June 1991..
 SA1738
 SA1738.The geoid height was determined by GEOID03.
 SA1738
 SA1738.The dynamic height is computed by dividing the NAVD 88
 SA1738.geopotential number by the normal gravity value computed on the
 SA1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1738.degrees latitude (g = 980.6199 gals.).
 SA1738
 SA1738.The modeled gravity was interpolated from observed gravity values.
 SA1738
 SA1738;                    North         East    Units  Estimated Accuracy
 SA1738;SPC WA S     -   138,630.      551,800.      MT  (+/- 180 meters Scaled)
 SA1738
 SA1738                          SUPERSEDED SURVEY CONTROL
 SA1738
 SA1738  NGVD 29 (??/??/92)  343.177  (m)         1125.91   (f) ADJ UNCH    2 0
 SA1738
 SA1738.Superseded values are not recommended for survey control.
 SA1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1738.See file dsdata.txt to determine how the superseded data were derived.
 SA1738
 SA1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM836622(NAD 83)
 SA1738_MARKER: DB = BENCH MARK DISK
 SA1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1738_STAMPING: C 309 1949
 SA1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1738+STABILITY: SURFACE MOTION
 SA1738
 SA1738  HISTORY     - Date     Condition        Report By
 SA1738  HISTORY     - 1949     MONUMENTED       CGS
 SA1738  HISTORY     - 1965     GOOD             USGS
 SA1738
 SA1738                          STATION DESCRIPTION
 SA1738
 SA1738'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SA1738'R11.7 MI E FROM PHILLIPS AND HAGERTY RANCH HDQT.
 SA1738'11.7 MILES EAST ALONG COLD CREEK ROAD FROM PHILLIPS AND HAGERTY RANCH
 SA1738'HEADQUARTERS, 4.8 MILES WEST ON OLD HIGHWAY AND COLD CREEK ROAD FROM
 SA1738'THE CHECK STATION AT ENTRANCE TO HANFORD, ABC, BENTON COUNTY, 400 FEET
 SA1738'SOUTH OF CENTERLINE OF ROAD, 61 FEET NORTH OF NORTH BANK OF COLD
 SA1738'CREEK, 43 FEET NORTH OF OLD ROAD, ABOUT 3 FEET HIGHER THAN OLD ROAD,
 SA1738'1.4 FEET SOUTH OF WITNESS POST, AND SET IN TOP OF A CONCRETE POST
 SA1738'PROJECTING 0.6 FOOT ABOVE GROUND.  A STANDARD C AND GS TABLET STAMPED
 SA1738'C 309 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0689 ***********************************************************************
 SC0689  DESIGNATION -  C 309
 SC0689  PID         -  SC0689
 SC0689  STATE/COUNTY-  WA/PACIFIC
 SC0689  USGS QUAD   -  CHINOOK (1984)
 SC0689
 SC0689                         *CURRENT SURVEY CONTROL
 SC0689  ___________________________________________________________________
 SC0689* NAD 83(1986)-  46 18 46.     (N)    123 59 05.     (W)     SCALED    
 SC0689* NAVD 88     -        13.425  (meters)      44.05   (feet)  ADJUSTED  
 SC0689  ___________________________________________________________________
 SC0689  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SC0689  DYNAMIC HT  -          13.426 (meters)      44.05  (feet)  COMP
 SC0689  MODELED GRAV-     980,712.5   (mgal)                       NAVD 88
 SC0689
 SC0689  VERT ORDER  -  FIRST     CLASS II
 SC0689
 SC0689.The horizontal coordinates were scaled from a topographic map and have
 SC0689.an estimated accuracy of +/- 6 seconds.
 SC0689
 SC0689.The orthometric height was determined by differential leveling
 SC0689.and adjusted by the National Geodetic Survey in June 1991..
 SC0689.WARNING-Repeat measurements at this control monument indicate possible
 SC0689.vertical movement.
 SC0689
 SC0689.The geoid height was determined by GEOID03.
 SC0689
 SC0689.The dynamic height is computed by dividing the NAVD 88
 SC0689.geopotential number by the normal gravity value computed on the
 SC0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0689.degrees latitude (g = 980.6199 gals.).
 SC0689
 SC0689.The modeled gravity was interpolated from observed gravity values.
 SC0689
 SC0689;                    North         East    Units  Estimated Accuracy
 SC0689;SPC WA S     -   114,790.      231,690.      MT  (+/- 180 meters Scaled)
 SC0689
 SC0689                          SUPERSEDED SURVEY CONTROL
 SC0689
 SC0689  NGVD 29 (??/??/92)   12.352  (m)           40.52   (f) ADJ UNCH    1 2
 SC0689
 SC0689.Superseded values are not recommended for survey control.
 SC0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0689.See file dsdata.txt to determine how the superseded data were derived.
 SC0689
 SC0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS241292(NAD 83)
 SC0689_MARKER: DD = SURVEY DISK
 SC0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0689_SP_SET: CONCRETE POST
 SC0689_STAMPING: C 309 1939 40 FT
 SC0689_MARK LOGO: USE   
 SC0689_PROJECTION: FLUSH
 SC0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0689+STABILITY: SURFACE MOTION
 SC0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0689+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 SC0689
 SC0689  HISTORY     - Date     Condition        Report By
 SC0689  HISTORY     - 1939     MONUMENTED       DOD
 SC0689  HISTORY     - 1961     GOOD             NGS
 SC0689  HISTORY     - 1987     GOOD             NGS
 SC0689  HISTORY     - 20010115 GOOD             USPSQD
 SC0689  HISTORY     - 20060330 GOOD             USPSQD
 SC0689
 SC0689                          STATION DESCRIPTION
 SC0689
 SC0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SC0689'3.1 MI E FROM ILWASCO.
 SC0689'FROM THE CITY HALL AT ILWACO GO EAST ON U.S. HIGHWAY 101 FOR 3.1 MILES
 SC0689'TO THE TOP OF A SMALL HILL, ON THE LEFT IS A LEMON COLORED HOUSE AND
 SC0689'GARAGE AND A WHITE HOUSE AND GARAGE.  THE BENCH MARK IS 29 FEET SOUTH
 SC0689'OF THE CENTER OF THE HIGHWAY, 19 FEET WEST OF THE CENTER OF A FARM
 SC0689'ROAD LEADING SOUTH, 11 FEET SOUTHWEST OF THE WEST END OF A CONCRETE
 SC0689'DRAIN TUBE UNDER THE SIDE ROAD, AND 1 FOOT EAST OF A WITNESS POST.
 SC0689
 SC0689                          STATION RECOVERY (1987)
 SC0689
 SC0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0689'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.5 KM (3.40
 SC0689'MI) NORTHWEST ALONG US HIGHWAY 101 FROM THE POST OFFICE IN CHINOOK,
 SC0689'SOUTHWEST AND ACROSS THE HIGHWAY FROM 2 SMALL HOUSES WITH GARAGES,
 SC0689'8.8 M (28.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.4 M
 SC0689'(21.0 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD, 5.5 M (18.0 FT)
 SC0689'NORTHEAST OF A FENCE.
 SC0689'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 SC0689'THE MARK IS 0.60 M ABOVE THE HIGHWAY.
 SC0689
 SC0689                          STATION RECOVERY (2001)
 SC0689
 SC0689'RECOVERY NOTE BY US POWER SQUADRON 2001 (RC)
 SC0689'RECOVERED IN GOOD CONDITION.
 SC0689
 SC0689                          STATION RECOVERY (2006)
 SC0689
 SC0689'RECOVERY NOTE BY US POWER SQUADRON 2006 (JWM)
 SC0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0148 ***********************************************************************
 TP0148  DESIGNATION -  C 31 1
 TP0148  PID         -  TP0148
 TP0148  STATE/COUNTY-  WA/FERRY
 TP0148  USGS QUAD   -  NINEMILE FLAT (1994)
 TP0148
 TP0148                         *CURRENT SURVEY CONTROL
 TP0148  ___________________________________________________________________
 TP0148* NAD 83(1986)-  48 03 03.     (N)    118 23 53.     (W)     SCALED    
 TP0148* NAVD 88     -       586.88   (+/-2cm)    1925.5    (feet)  VERTCON   
 TP0148  ___________________________________________________________________
 TP0148  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 TP0148
 TP0148  VERT ORDER  -  ? (See Below)
 TP0148
 TP0148.The horizontal coordinates were scaled from a topographic map and have
 TP0148.an estimated accuracy of +/- 6 seconds.
 TP0148
 TP0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0148.The vertical order pertains to the NGVD 29 superseded value.
 TP0148
 TP0148.The geoid height was determined by GEOID03.
 TP0148
 TP0148;                    North         East    Units  Estimated Accuracy
 TP0148;SPC WA N     -   119,710.      681,510.      MT  (+/- 180 meters Scaled)
 TP0148
 TP0148                          SUPERSEDED SURVEY CONTROL
 TP0148
 TP0148  NGVD 29 (??/??/92)  585.640  (m)         1921.39   (f) ADJ UNCH    ?  
 TP0148
 TP0148.Superseded values are not recommended for survey control.
 TP0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0148.See file dsdata.txt to determine how the superseded data were derived.
 TP0148
 TP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP958228(NAD 83)
 TP0148_MARKER: DD = SURVEY DISK
 TP0148_SETTING: 0 = UNSPECIFIED SETTING
 TP0148_STAMPING: C-31-1
 TP0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0148
 TP0148  HISTORY     - Date     Condition        Report By
 TP0148  HISTORY     - UNK      MONUMENTED       BOR
 TP0148  HISTORY     - 1933     GOOD             NGS
 TP0148
 TP0148                          STATION DESCRIPTION
 TP0148
 TP0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TP0148'22.3 MI E FROM ALDERICH.
 TP0148'KELLER STORE (ALDERICH), FERRY COUNTY, 22.3 MILES EAST OF.  ON
 TP0148'KELLER-GEROME ROAD.  ABOUT 0.5 MILES EAST OF WYE WHERE 2 ROAD SIGNS
 TP0148'READ.  LINCOLN, FERRY AND BROOKS ROAD.  ABOUT 22 FEET NORTH OF
 TP0148'CENTER-LINE OF ROAD AND ABOUT 1.5 FEET ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0147 ***********************************************************************
 TP0147  DESIGNATION -  C 31 RESET 1940
 TP0147  PID         -  TP0147
 TP0147  STATE/COUNTY-  WA/FERRY
 TP0147  USGS QUAD   -  NINEMILE FLAT (1994)
 TP0147
 TP0147                         *CURRENT SURVEY CONTROL
 TP0147  ___________________________________________________________________
 TP0147* NAD 83(1986)-  48 03 28.     (N)    118 24 47.     (W)     SCALED    
 TP0147* NAVD 88     -       581.70   (+/-2cm)    1908.5    (feet)  VERTCON   
 TP0147  ___________________________________________________________________
 TP0147  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TP0147
 TP0147  VERT ORDER  -  THIRD (See Below)
 TP0147
 TP0147.The horizontal coordinates were scaled from a topographic map and have
 TP0147.an estimated accuracy of +/- 6 seconds.
 TP0147
 TP0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0147.The vertical order pertains to the NGVD 29 superseded value.
 TP0147
 TP0147.The geoid height was determined by GEOID03.
 TP0147
 TP0147;                    North         East    Units  Estimated Accuracy
 TP0147;SPC WA N     -   120,440.      680,370.      MT  (+/- 180 meters Scaled)
 TP0147
 TP0147                          SUPERSEDED SURVEY CONTROL
 TP0147
 TP0147  NGVD 29 (12/17/02)  580.46   (m)         1904.4    (f) RESET       3  
 TP0147
 TP0147.Superseded values are not recommended for survey control.
 TP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0147.See file dsdata.txt to determine how the superseded data were derived.
 TP0147
 TP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP947236(NAD 83)
 TP0147_MARKER: DB = BENCH MARK DISK
 TP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0147_STAMPING: C 31 1933
 TP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0147+STABILITY: SURFACE MOTION
 TP0147
 TP0147  HISTORY     - Date     Condition        Report By
 TP0147  HISTORY     - 1940     MONUMENTED       BOR
 TP0147  HISTORY     - 1940     GOOD             BOR
 TP0147
 TP0147                          STATION DESCRIPTION
 TP0147
 TP0147'DESCRIBED BY US BUREAU OF RECLAMATION 1940
 TP0147'10.9 MI W FROM GEROME.
 TP0147'IN FERRY COUNTY, ABOUT 10.9 MILES WEST ALONG THE KELLER ROAD FROM THE
 TP0147'1933 LOCATION OF GEROME, STEVENS COUNTY, ABOUT 0.7 MILE WEST OF A
 TP0147'Y-JUNCTION WHERE ROAD SIGNS READ BROOKS ROAD AND LINCOLN FERRY, AT THE
 TP0147'JUNCTION OF A DIM ROAD LEADING SOUTH TO SOME PICNIC GROUNDS, 24 FEET
 TP0147'NORTH OF THE CENTER LINE OF THE ROAD, BETWEEN TWO STUMPS 3 FEET HIGH
 TP0147'AND 2 FEET IN DIAMETER AND 36 FEET APART, NEAR A WHITE WOODEN WITNESS
 TP0147'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 TP0147'C 31 1933 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- BM NOT STAMPED
 TP0147'RESET 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0284 ***********************************************************************
 SX0284  DESIGNATION -  C 310
 SX0284  PID         -  SX0284
 SX0284  STATE/COUNTY-  WA/CHELAN
 SX0284  USGS QUAD   -  MISSION PEAK (1987)
 SX0284
 SX0284                         *CURRENT SURVEY CONTROL
 SX0284  ___________________________________________________________________
 SX0284* NAD 83(1986)-  47 17 45.     (N)    120 27 08.     (W)     SCALED    
 SX0284* NAVD 88     -      1774.397  (meters)    5821.50   (feet)  POSTED    
 SX0284  ___________________________________________________________________
 SX0284  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 SX0284  DYNAMIC HT  -        1774.100 (meters)    5820.53  (feet)  COMP
 SX0284  MODELED GRAV-     980,381.4   (mgal)                       NAVD 88
 SX0284
 SX0284  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 SX0284
 SX0284.The horizontal coordinates were scaled from a topographic map and have
 SX0284.an estimated accuracy of +/- 6 seconds.
 SX0284
 SX0284.The orthometric height was determined by differential leveling
 SX0284.and adjusted by the National Geodetic Survey in 1992..
 SX0284.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 SX0284.rate of 4.1 thru 8.0 mm/km.
 SX0284
 SX0284.The geoid height was determined by GEOID03.
 SX0284
 SX0284.The dynamic height is computed by dividing the NAVD 88
 SX0284.geopotential number by the normal gravity value computed on the
 SX0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0284.degrees latitude (g = 980.6199 gals.).
 SX0284
 SX0284.The modeled gravity was interpolated from observed gravity values.
 SX0284
 SX0284;                    North         East    Units  Estimated Accuracy
 SX0284;SPC WA N     -    32,960.      528,830.      MT  (+/- 180 meters Scaled)
 SX0284
 SX0284                          SUPERSEDED SURVEY CONTROL
 SX0284
 SX0284  NGVD 29 (??/??/92) 1773.098  (m)         5817.24   (f) ADJ UNCH    2 0
 SX0284
 SX0284.Superseded values are not recommended for survey control.
 SX0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0284.See file dsdata.txt to determine how the superseded data were derived.
 SX0284
 SX0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT926411(NAD 83)
 SX0284_MARKER: DB = BENCH MARK DISK
 SX0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0284_STAMPING: C 310 1949
 SX0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0284+STABILITY: SURFACE MOTION
 SX0284
 SX0284  HISTORY     - Date     Condition        Report By
 SX0284  HISTORY     - 1949     MONUMENTED       CGS
 SX0284  HISTORY     - 1990     GOOD             USPSQD
 SX0284
 SX0284                          STATION DESCRIPTION
 SX0284
 SX0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0284'21.7 MI NE FROM LIBERTY.
 SX0284'0.1 MILE SOUTHWEST ALONG WILLIAMS CREEK ROAD FROM THE POST OFFICE AT
 SX0284'LIBERTY, THENCE 21.6 MILES NORTHEAST ALONG THE BEEHIVE ROAD, 16.5
 SX0284'MILES SOUTHWEST OF SOUTH WENATCHEE, 0.5 MILE SOUTHWEST OF THE JUNCTION
 SX0284'OF THE MISSION PEAK LOOKOUT ROAD, IN A SMALL FLAT, 30 FEET SOUTHWEST
 SX0284'OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTHEAST OF A 12-INCH WHITE
 SX0284'PINE TREE WITH A TRIANGULAR BLAZE, 0.2 MILE SOUTHWEST OF THE SUMMIT OF
 SX0284'A GRADE, 1.7 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 SX0284'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 SX0284'THE GROUND.
 SX0284
 SX0284                          STATION RECOVERY (1990)
 SX0284
 SX0284'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SX0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0564 ***********************************************************************
 SX0564  DESIGNATION -  C 311
 SX0564  PID         -  SX0564
 SX0564  STATE/COUNTY-  WA/KITTITAS
 SX0564  USGS QUAD   -  LIBERTY (1989)
 SX0564
 SX0564                         *CURRENT SURVEY CONTROL
 SX0564  ___________________________________________________________________
 SX0564* NAD 83(1986)-  47 16 36.     (N)    120 40 11.     (W)     SCALED    
 SX0564* NAVD 88     -       905.731  (meters)    2971.55   (feet)  ADJUSTED  
 SX0564  ___________________________________________________________________
 SX0564  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 SX0564  DYNAMIC HT  -         905.716 (meters)    2971.50  (feet)  COMP
 SX0564  MODELED GRAV-     980,565.7   (mgal)                       NAVD 88
 SX0564
 SX0564  VERT ORDER  -  SECOND    CLASS 0
 SX0564
 SX0564.The horizontal coordinates were scaled from a topographic map and have
 SX0564.an estimated accuracy of +/- 6 seconds.
 SX0564
 SX0564.The orthometric height was determined by differential leveling
 SX0564.and adjusted by the National Geodetic Survey in June 1991..
 SX0564
 SX0564.The geoid height was determined by GEOID03.
 SX0564
 SX0564.The dynamic height is computed by dividing the NAVD 88
 SX0564.geopotential number by the normal gravity value computed on the
 SX0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0564.degrees latitude (g = 980.6199 gals.).
 SX0564
 SX0564.The modeled gravity was interpolated from observed gravity values.
 SX0564
 SX0564;                    North         East    Units  Estimated Accuracy
 SX0564;SPC WA S     -   216,020.      487,160.      MT  (+/- 180 meters Scaled)
 SX0564
 SX0564                          SUPERSEDED SURVEY CONTROL
 SX0564
 SX0564  NGVD 29 (??/??/92)  904.563  (m)         2967.72   (f) ADJ UNCH    2 0
 SX0564
 SX0564.Superseded values are not recommended for survey control.
 SX0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0564.See file dsdata.txt to determine how the superseded data were derived.
 SX0564
 SX0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT762385(NAD 83)
 SX0564_MARKER: DB = BENCH MARK DISK
 SX0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0564_STAMPING: C 311 1949
 SX0564_MARK LOGO: CGS   
 SX0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0564+STABILITY: SURFACE MOTION
 SX0564
 SX0564  HISTORY     - Date     Condition        Report By
 SX0564  HISTORY     - 1949     MONUMENTED       CGS
 SX0564  HISTORY     - 1982     GOOD             NGS
 SX0564  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SX0564
 SX0564                          STATION DESCRIPTION
 SX0564
 SX0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0564'1.9 MI N FROM LIBERTY.
 SX0564'0.1 MILE SOUTHWEST ALONG WILLIAMS CREEK ROAD FROM THE POST OFFICE AT
 SX0564'LIBERTY, THENCE 1.8 MILES NORTH ALONG THE BEEHIVE ROAD, 0.3 MILE NORTH
 SX0564'OF A CABIN, ON THE WEST SIDE OF LION GULCH, 34 FEET EAST OF THE CENTER
 SX0564'LINE OF THE ROAD, 28 FEET NORTH OF THE TOP OF THE NORTH BANK OF A
 SX0564'RAVINE, 8 FEET SOUTH OF A 12-INCH PINE TREE WITH A TRIANGULAR BLAZE, 2
 SX0564'FEET WEST OF A WHITE WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD,
 SX0564'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 SX0564'GROUND.
 SX0564
 SX0564                          STATION RECOVERY (1982)
 SX0564
 SX0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0564'RECOVERED IN GOOD CONDITION.
 SX0564
 SX0564                          STATION RECOVERY (1988)
 SX0564
 SX0564'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0526 ***********************************************************************
 SX0526  DESIGNATION -  C 312
 SX0526  PID         -  SX0526
 SX0526  STATE/COUNTY-  WA/KITTITAS
 SX0526  USGS QUAD   -  REECER CANYON (1985)
 SX0526
 SX0526                         *CURRENT SURVEY CONTROL
 SX0526  ___________________________________________________________________
 SX0526* NAD 83(1986)-  47 08 31.     (N)    120 30 49.     (W)     SCALED    
 SX0526* NAVD 88     -      1057.807  (meters)    3470.49   (feet)  ADJUSTED  
 SX0526  ___________________________________________________________________
 SX0526  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 SX0526  DYNAMIC HT  -        1057.740 (meters)    3470.27  (feet)  COMP
 SX0526  MODELED GRAV-     980,512.7   (mgal)                       NAVD 88
 SX0526
 SX0526  VERT ORDER  -  SECOND    CLASS 0
 SX0526
 SX0526.The horizontal coordinates were scaled from a topographic map and have
 SX0526.an estimated accuracy of +/- 6 seconds.
 SX0526
 SX0526.The orthometric height was determined by differential leveling
 SX0526.and adjusted by the National Geodetic Survey in June 1991..
 SX0526
 SX0526.The geoid height was determined by GEOID03.
 SX0526
 SX0526.The dynamic height is computed by dividing the NAVD 88
 SX0526.geopotential number by the normal gravity value computed on the
 SX0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0526.degrees latitude (g = 980.6199 gals.).
 SX0526
 SX0526.The modeled gravity was interpolated from observed gravity values.
 SX0526
 SX0526;                    North         East    Units  Estimated Accuracy
 SX0526;SPC WA S     -   201,030.      498,970.      MT  (+/- 180 meters Scaled)
 SX0526
 SX0526                          SUPERSEDED SURVEY CONTROL
 SX0526
 SX0526  NGVD 29 (??/??/92) 1056.620  (m)         3466.59   (f) ADJ UNCH    2 0
 SX0526
 SX0526.Superseded values are not recommended for survey control.
 SX0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0526.See file dsdata.txt to determine how the superseded data were derived.
 SX0526
 SX0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT885239(NAD 83)
 SX0526_MARKER: DB = BENCH MARK DISK
 SX0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0526_STAMPING: C 312 1949
 SX0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0526+STABILITY: SURFACE MOTION
 SX0526
 SX0526  HISTORY     - Date     Condition        Report By
 SX0526  HISTORY     - 1949     MONUMENTED       CGS
 SX0526
 SX0526                          STATION DESCRIPTION
 SX0526
 SX0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0526'12.7 MI N FROM ELLENSBURG.
 SX0526'3.6 MILES NORTHEAST ALONG THE COLOCKUM PASS ROAD FROM THE POST OFFICE
 SX0526'AT ELLENSBURG, THENCE 9.1 MILES NORTH ALONG WILSON CREEK ROAD, IN A
 SX0526'SMALL GRASSY FLAT OVERLOOKING THE KITTITAS VALLEY, ON THE INSIDE OF A
 SX0526'CURVE, 131 FEET NORTH OF THE CENTER LINE OF A DIM TRACK ROAD LEADING
 SX0526'EAST, 46 FEET SOUTH OF THE SOUTHEAST ONE OF A GROUP OF 4 PINE TREES,
 SX0526'36 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET CAST OF A
 SX0526'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SX0526'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0520 ***********************************************************************
 SX0520  DESIGNATION -  C 313
 SX0520  PID         -  SX0520
 SX0520  STATE/COUNTY-  WA/KITTITAS
 SX0520  USGS QUAD   -  REECER CANYON (1985)
 SX0520
 SX0520                         *CURRENT SURVEY CONTROL
 SX0520  ___________________________________________________________________
 SX0520* NAD 83(1986)-  47 08 35.     (N)    120 33 02.     (W)     SCALED    
 SX0520* NAVD 88     -       842.369  (meters)    2763.67   (feet)  ADJUSTED  
 SX0520  ___________________________________________________________________
 SX0520  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 SX0520  DYNAMIC HT  -         842.341 (meters)    2763.58  (feet)  COMP
 SX0520  MODELED GRAV-     980,551.4   (mgal)                       NAVD 88
 SX0520
 SX0520  VERT ORDER  -  SECOND    CLASS 0
 SX0520
 SX0520.The horizontal coordinates were scaled from a topographic map and have
 SX0520.an estimated accuracy of +/- 6 seconds.
 SX0520
 SX0520.The orthometric height was determined by differential leveling
 SX0520.and adjusted by the National Geodetic Survey in June 1991..
 SX0520
 SX0520.The geoid height was determined by GEOID03.
 SX0520
 SX0520.The dynamic height is computed by dividing the NAVD 88
 SX0520.geopotential number by the normal gravity value computed on the
 SX0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0520.degrees latitude (g = 980.6199 gals.).
 SX0520
 SX0520.The modeled gravity was interpolated from observed gravity values.
 SX0520
 SX0520;                    North         East    Units  Estimated Accuracy
 SX0520;SPC WA S     -   201,160.      496,170.      MT  (+/- 180 meters Scaled)
 SX0520
 SX0520                          SUPERSEDED SURVEY CONTROL
 SX0520
 SX0520  NGVD 29 (??/??/92)  841.202  (m)         2759.84   (f) ADJ UNCH    2 0
 SX0520
 SX0520.Superseded values are not recommended for survey control.
 SX0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0520.See file dsdata.txt to determine how the superseded data were derived.
 SX0520
 SX0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT857239(NAD 83)
 SX0520_MARKER: DB = BENCH MARK DISK
 SX0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0520_STAMPING: C 313 1949
 SX0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0520+STABILITY: SURFACE MOTION
 SX0520
 SX0520  HISTORY     - Date     Condition        Report By
 SX0520  HISTORY     - 1949     MONUMENTED       CGS
 SX0520
 SX0520                          STATION DESCRIPTION
 SX0520
 SX0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0520'11.3 MI N FROM ELLENSBURG.
 SX0520'1.3 MILES WEST ALONG DRY CREEK ROAD FROM THE CHICAGO, MILWAUKEE, ST
 SX0520'PAUL AND PACIFIC RAILROAD STATION, THENCE 4.7 MILES NORTH ALONG REESER
 SX0520'CREEK ROAD, THENCE 3.2 MILES NORTH ALONG A COUNTY ROAD, THENCE 2.1
 SX0520'MILES NORTH ALONG A TRACK ROAD, AT THE FOOT OF THE SOUTH SLOPE OF A
 SX0520'LOW RIDGE, 180 FEET SOUTHWEST OF THE SOUTH END OF A GROWTH OF HIGH
 SX0520'BRUSH, 131 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A CURVE, 93
 SX0520'FEET WEST OF AND ACROSS THE ROAD FROM A 10-INCH POST, 27 FEET
 SX0520'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A WITNESS
 SX0520'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SX0520'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0794 ***********************************************************************
 SW0794  DESIGNATION -  C 314
 SW0794  PID         -  SW0794
 SW0794  STATE/COUNTY-  WA/GRANT
 SW0794  USGS QUAD   -  EVERGREEN RIDGE (1966)
 SW0794
 SW0794                         *CURRENT SURVEY CONTROL
 SW0794  ___________________________________________________________________
 SW0794* NAD 83(1986)-  47 06 10.     (N)    119 59 26.     (W)     SCALED    
 SW0794* NAVD 88     -       359.975  (meters)    1181.02   (feet)  ADJUSTED  
 SW0794  ___________________________________________________________________
 SW0794  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 SW0794  DYNAMIC HT  -         360.004 (meters)    1181.11  (feet)  COMP
 SW0794  MODELED GRAV-     980,682.8   (mgal)                       NAVD 88
 SW0794
 SW0794  VERT ORDER  -  SECOND    CLASS 0
 SW0794
 SW0794.The horizontal coordinates were scaled from a topographic map and have
 SW0794.an estimated accuracy of +/- 6 seconds.
 SW0794
 SW0794.The orthometric height was determined by differential leveling
 SW0794.and adjusted by the National Geodetic Survey in June 1991..
 SW0794
 SW0794.The geoid height was determined by GEOID03.
 SW0794
 SW0794.The dynamic height is computed by dividing the NAVD 88
 SW0794.geopotential number by the normal gravity value computed on the
 SW0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0794.degrees latitude (g = 980.6199 gals.).
 SW0794
 SW0794.The modeled gravity was interpolated from observed gravity values.
 SW0794
 SW0794;                    North         East    Units  Estimated Accuracy
 SW0794;SPC WA S     -   196,800.      538,670.      MT  (+/- 180 meters Scaled)
 SW0794
 SW0794                          SUPERSEDED SURVEY CONTROL
 SW0794
 SW0794  NGVD 29 (??/??/92)  358.848  (m)         1177.32   (f) ADJ UNCH    2 0
 SW0794
 SW0794.Superseded values are not recommended for survey control.
 SW0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0794.See file dsdata.txt to determine how the superseded data were derived.
 SW0794
 SW0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN730209(NAD 83)
 SW0794_MARKER: DB = BENCH MARK DISK
 SW0794_SETTING: 66 = SET IN ROCK OUTCROP
 SW0794_SP_SET: BEDROCK
 SW0794_STAMPING: C 314 1949
 SW0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0794+STABILITY: POSITION/ELEVATION WELL
 SW0794
 SW0794  HISTORY     - Date     Condition        Report By
 SW0794  HISTORY     - 1949     MONUMENTED       CGS
 SW0794  HISTORY     - 1967     GOOD             NGS
 SW0794
 SW0794                          STATION DESCRIPTION
 SW0794
 SW0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0794'9.5 MI NW FROM GEORGE.
 SW0794'THE MARK CAN BE REACHED FROM THE CENTER OF THE OVERPASS 1 MILE
 SW0794'SOUTHWEST OF GEORGE BY GOING NORTH ON COUNTY ROAD R-W FOR 1.2 MILES TO
 SW0794'BASE LINE W, THEN WEST 5.2 MILES TO COUNTY ROAD W-SW, THEN NORTH 1.1
 SW0794'MILE TO COUNTY ROAD 1-NW, TURN SHARP LEFT AND GO WEST ON THE TRACK
 SW0794'ROAD 0.3 MILE TO THE EDGE OF A RAVINE, CURVE RIGHT AND FOLLOW ALONG
 SW0794'THE RAVINE 0.3 MILE TO THE BOTTOM OF A NARROW SHALLOW RAVINE, CONTINUE
 SW0794'WEST ON TRACK ROAD 0.05 MILE TO THE MARK ON THE LEFT ABOUT 14 YARDS
 SW0794'SOUTH OF THE CENTER OF THE ROAD.  THE MARK IS ABOUT 100 YARDS WEST OF
 SW0794'THE JUNCTION OF TWO STREAMS AT THE UPPER EDGE OF A CANYON, 1 FOOT
 SW0794'NORTH OF A 5 FOOT ROCK LEDGE, ABOUT 40 FEET ABOVE THE BOTTOM OF THE
 SW0794'CANYON, DIRECTLY ACROSS THE CANYON FROM THE EASTERN END OF A 100 YARDS
 SW0794'LONG 12 FOOT HIGH SHEER ROCK CLIFF WHICH IS ABOUT 35 FEET ABOVE THE
 SW0794'BOTTOM OF THE CANYON, 12 YARDS WEST OF A BEND TO THE NORTH IN THE 5
 SW0794'FOOT ROCK LEDGE.  A STANDARD DISK SET IN BEDROCK WHICH FORMS A 5 FOOT
 SW0794'HIGH ROCK LEDGE ON THE SOUTH SIDE AND FLUSH WITH THE GROUND ON THE
 SW0794'NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0381 ***********************************************************************
 SX0381  DESIGNATION -  C 315
 SX0381  PID         -  SX0381
 SX0381  STATE/COUNTY-  WA/KITTITAS
 SX0381  USGS QUAD   -  LIBERTY (1989)
 SX0381
 SX0381                         *CURRENT SURVEY CONTROL
 SX0381  ___________________________________________________________________
 SX0381* NAD 83(1986)-  47 15 21.     (N)    120 41 42.     (W)     SCALED    
 SX0381* NAVD 88     -       761.755  (meters)    2499.19   (feet)  ADJUSTED  
 SX0381  ___________________________________________________________________
 SX0381  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 SX0381  DYNAMIC HT  -         761.763 (meters)    2499.22  (feet)  COMP
 SX0381  MODELED GRAV-     980,597.6   (mgal)                       NAVD 88
 SX0381
 SX0381  VERT ORDER  -  FIRST     CLASS II
 SX0381
 SX0381.The horizontal coordinates were scaled from a topographic map and have
 SX0381.an estimated accuracy of +/- 6 seconds.
 SX0381
 SX0381.The orthometric height was determined by differential leveling
 SX0381.and adjusted by the National Geodetic Survey in June 1991..
 SX0381
 SX0381.The geoid height was determined by GEOID03.
 SX0381
 SX0381.The dynamic height is computed by dividing the NAVD 88
 SX0381.geopotential number by the normal gravity value computed on the
 SX0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0381.degrees latitude (g = 980.6199 gals.).
 SX0381
 SX0381.The modeled gravity was interpolated from observed gravity values.
 SX0381
 SX0381;                    North         East    Units  Estimated Accuracy
 SX0381;SPC WA S     -   213,710.      485,240.      MT  (+/- 180 meters Scaled)
 SX0381
 SX0381                          SUPERSEDED SURVEY CONTROL
 SX0381
 SX0381  NGVD 29 (??/??/92)  760.614  (m)         2495.45   (f) ADJ UNCH    1 2
 SX0381
 SX0381.Superseded values are not recommended for survey control.
 SX0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0381.See file dsdata.txt to determine how the superseded data were derived.
 SX0381
 SX0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT743361(NAD 83)
 SX0381_MARKER: DB = BENCH MARK DISK
 SX0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0381_SP_SET: ABUTMENT
 SX0381_STAMPING: C 315 1949
 SX0381_MARK LOGO: CGS   
 SX0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0381
 SX0381  HISTORY     - Date     Condition        Report By
 SX0381  HISTORY     - 1949     MONUMENTED       CGS
 SX0381  HISTORY     - 1982     GOOD             NGS
 SX0381  HISTORY     - 1988     GOOD             USPSQD
 SX0381
 SX0381                          STATION DESCRIPTION
 SX0381
 SX0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0381'9.7 MI S FROM BLEWETT PASS.
 SX0381'9.7 MILES SOUTH ALONG U.S. HIGHWAY 97 FROM BLEWETT PASS, IN THE TOP OF
 SX0381'THE SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE 2-505 OVER SWAUK
 SX0381'CREEK, 18.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 SX0381'ABOUT LEVEL WITH THE HIGHWAY.
 SX0381
 SX0381                          STATION RECOVERY (1982)
 SX0381
 SX0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0381'18.8 KM (11.7 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0381'CLE ELUM, THENCE 6.6 KM (4.1 MI) NORTHEAST ALONG US HIGHWAY 97, IN TOP
 SX0381'OF THE WEST END OF THE SOUTH ABUTMENT OF A BRIDGE OVER SWAUK CREEK,
 SX0381'0.5 KM (0.3 MI) SOUTH OF MILEPOST 154, 5.5 METERS (18.5 FT) WEST OF
 SX0381'THE CENTERLINE OF THE HIGHWAY, 4 METERS (13 FT) EAST OF THE WEST END
 SX0381'OF THE ABUTMENT, 1 METER (3.3 FT) NORTH OF THE SOUTH END OF THE WEST
 SX0381'GUARD RAIL.
 SX0381'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SX0381
 SX0381                          STATION RECOVERY (1988)
 SX0381
 SX0381'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0218 ***********************************************************************
 SX0218  DESIGNATION -  C 316
 SX0218  PID         -  SX0218
 SX0218  STATE/COUNTY-  WA/KITTITAS
 SX0218  USGS QUAD   -  STRAY GULCH (1966)
 SX0218
 SX0218                         *CURRENT SURVEY CONTROL
 SX0218  ___________________________________________________________________
 SX0218* NAD 83(1986)-  47 08 22.     (N)    120 10 39.     (W)     SCALED    
 SX0218* NAVD 88     -      1049.613  (meters)    3443.61   (feet)  ADJUSTED  
 SX0218  ___________________________________________________________________
 SX0218  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 SX0218  DYNAMIC HT  -        1049.556 (meters)    3443.42  (feet)  COMP
 SX0218  MODELED GRAV-     980,522.2   (mgal)                       NAVD 88
 SX0218
 SX0218  VERT ORDER  -  SECOND    CLASS 0
 SX0218
 SX0218.The horizontal coordinates were scaled from a topographic map and have
 SX0218.an estimated accuracy of +/- 6 seconds.
 SX0218
 SX0218.The orthometric height was determined by differential leveling
 SX0218.and adjusted by the National Geodetic Survey in June 1991..
 SX0218
 SX0218.The geoid height was determined by GEOID03.
 SX0218
 SX0218.The dynamic height is computed by dividing the NAVD 88
 SX0218.geopotential number by the normal gravity value computed on the
 SX0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0218.degrees latitude (g = 980.6199 gals.).
 SX0218
 SX0218.The modeled gravity was interpolated from observed gravity values.
 SX0218
 SX0218;                    North         East    Units  Estimated Accuracy
 SX0218;SPC WA S     -   200,810.      524,460.      MT  (+/- 180 meters Scaled)
 SX0218
 SX0218                          SUPERSEDED SURVEY CONTROL
 SX0218
 SX0218  NGVD 29 (??/??/92) 1048.418  (m)         3439.68   (f) ADJ UNCH    2 0
 SX0218
 SX0218.Superseded values are not recommended for survey control.
 SX0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0218.See file dsdata.txt to determine how the superseded data were derived.
 SX0218
 SX0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT140245(NAD 83)
 SX0218_MARKER: DB = BENCH MARK DISK
 SX0218_SETTING: 80 = SET IN A BOULDER
 SX0218_SP_SET: ROCK OUTCROP
 SX0218_STAMPING: C 316 1949
 SX0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0218+STABILITY: SURFACE MOTION
 SX0218
 SX0218  HISTORY     - Date     Condition        Report By
 SX0218  HISTORY     - 1949     MONUMENTED       CGS
 SX0218
 SX0218                          STATION DESCRIPTION
 SX0218
 SX0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0218'7.8 MI W FROM SUNSET RANCH.
 SX0218'7.8 MILES WEST ALONG THE BUSHY ROAD FROM THE SUNSET RANCH, IN THE
 SX0218'NORTHEAST SIDE AND THE APPROXIMATE CENTER OF AN OUTCROP, 3 FEET LOWER
 SX0218'THAN THE TOP AND 2 FEET ABOVE THE GROUND, 62 FEET SOUTH OF THE CENTER
 SX0218'LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1694 ***********************************************************************
 SA1694  DESIGNATION -  C 317
 SA1694  PID         -  SA1694
 SA1694  STATE/COUNTY-  WA/BENTON
 SA1694  USGS QUAD   -  RIVERLAND (1986)
 SA1694
 SA1694                         *CURRENT SURVEY CONTROL
 SA1694  ___________________________________________________________________
 SA1694* NAD 83(1986)-  46 34 38.     (N)    119 42 39.     (W)     SCALED    
 SA1694* NAVD 88     -       244.352  (meters)     801.68   (feet)  ADJUSTED  
 SA1694  ___________________________________________________________________
 SA1694  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA1694  DYNAMIC HT  -         244.364 (meters)     801.72  (feet)  COMP
 SA1694  MODELED GRAV-     980,658.6   (mgal)                       NAVD 88
 SA1694
 SA1694  VERT ORDER  -  SECOND    CLASS 0
 SA1694
 SA1694.The horizontal coordinates were scaled from a topographic map and have
 SA1694.an estimated accuracy of +/- 6 seconds.
 SA1694
 SA1694.The orthometric height was determined by differential leveling
 SA1694.and adjusted by the National Geodetic Survey in June 1991..
 SA1694
 SA1694.The geoid height was determined by GEOID03.
 SA1694
 SA1694.The dynamic height is computed by dividing the NAVD 88
 SA1694.geopotential number by the normal gravity value computed on the
 SA1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1694.degrees latitude (g = 980.6199 gals.).
 SA1694
 SA1694.The modeled gravity was interpolated from observed gravity values.
 SA1694
 SA1694;                    North         East    Units  Estimated Accuracy
 SA1694;SPC WA S     -   138,560.      560,490.      MT  (+/- 180 meters Scaled)
 SA1694
 SA1694                          SUPERSEDED SURVEY CONTROL
 SA1694
 SA1694  NGVD 29 (??/??/92)  243.285  (m)          798.18   (f) ADJ UNCH    2 0
 SA1694
 SA1694.Superseded values are not recommended for survey control.
 SA1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1694.See file dsdata.txt to determine how the superseded data were derived.
 SA1694
 SA1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM922617(NAD 83)
 SA1694_MARKER: DB = BENCH MARK DISK
 SA1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1694_STAMPING: C 317 1949
 SA1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1694+STABILITY: SURFACE MOTION
 SA1694
 SA1694  HISTORY     - Date     Condition        Report By
 SA1694  HISTORY     - 1949     MONUMENTED       CGS
 SA1694  HISTORY     - 1983     MARK NOT FOUND   USGS
 SA1694
 SA1694                          STATION DESCRIPTION
 SA1694
 SA1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1694'4.4 MI S FROM RIVERLAND.
 SA1694'3.6 MILES SOUTH ALONG THE SUNNYSIDE HIGHWAY FROM THE CHICAGO,
 SA1694'MILWAUKEE, ST.PAUL AND PACIFIC RAILROAD STATION SIGN AT RIVERLAND,
 SA1694'THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 11A, ON THE WEST SLOPE OF A
 SA1694'GRADE, AT A POINT WHERE THE POWER LINE AND A TELEPHONE LINE LEAVES THE
 SA1694'HIGHWAY, 54.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 SA1694'WEST OF POWER POLE D8-LI-127, 1.7 FEET EAST OF A WITNESS POST, ABOUT
 SA1694'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SA1694'PROJECTING 0.5 FOOT ABOVE GROUND.
 SA1694
 SA1694                          STATION RECOVERY (1983)
 SA1694
 SA1694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 SA1694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0533 ***********************************************************************
 SC0533  DESIGNATION -  C 317
 SC0533  PID         -  SC0533
 SC0533  STATE/COUNTY-  WA/WAHKIAKUM
 SC0533  USGS QUAD   -  ROSBURG (1984)
 SC0533
 SC0533                         *CURRENT SURVEY CONTROL
 SC0533  ___________________________________________________________________
 SC0533* NAD 83(1986)-  46 16 02.     (N)    123 39 23.     (W)     SCALED    
 SC0533* NAVD 88     -         8.167  (meters)      26.79   (feet)  ADJUSTED  
 SC0533  ___________________________________________________________________
 SC0533  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 SC0533  DYNAMIC HT  -           8.168 (meters)      26.80  (feet)  COMP
 SC0533  MODELED GRAV-     980,719.9   (mgal)                       NAVD 88
 SC0533
 SC0533  VERT ORDER  -  FIRST     CLASS II
 SC0533
 SC0533.The horizontal coordinates were scaled from a topographic map and have
 SC0533.an estimated accuracy of +/- 6 seconds.
 SC0533
 SC0533.The orthometric height was determined by differential leveling
 SC0533.and adjusted by the National Geodetic Survey in June 1991..
 SC0533
 SC0533.The geoid height was determined by GEOID03.
 SC0533
 SC0533.The dynamic height is computed by dividing the NAVD 88
 SC0533.geopotential number by the normal gravity value computed on the
 SC0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0533.degrees latitude (g = 980.6199 gals.).
 SC0533
 SC0533.The modeled gravity was interpolated from observed gravity values.
 SC0533
 SC0533;                    North         East    Units  Estimated Accuracy
 SC0533;SPC WA S     -   108,670.      256,760.      MT  (+/- 180 meters Scaled)
 SC0533
 SC0533                          SUPERSEDED SURVEY CONTROL
 SC0533
 SC0533  NGVD 29 (??/??/92)    7.233  (m)           23.73   (f) ADJ UNCH    1 2
 SC0533
 SC0533.Superseded values are not recommended for survey control.
 SC0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0533.See file dsdata.txt to determine how the superseded data were derived.
 SC0533
 SC0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS494239(NAD 83)
 SC0533_MARKER: DD = SURVEY DISK
 SC0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0533_SP_SET: SIDEWALK
 SC0533_STAMPING: C 317 23 1939
 SC0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0533
 SC0533  HISTORY     - Date     Condition        Report By
 SC0533  HISTORY     - 1939     MONUMENTED       DOD
 SC0533  HISTORY     - 1962     GOOD             NGS
 SC0533
 SC0533                          STATION DESCRIPTION
 SC0533
 SC0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0533'6.9 MI S FROM ROSBURG.
 SC0533'6.9 MILES SOUTH ALONG STATE HIGHWAY 12C FROM THE POST OFFICE AT
 SC0533'ROSBURG AND IN THE SETTLEMENT OF ALTOONA, 60 FEET NORTHWEST OF A LIGHT
 SC0533'POLE AT THE END OF THE DRIVEWAY TO THE DOCK, 24 FEET WEST OF A POWER
 SC0533'POLE WITH A TRANSFORMER, 20 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 SC0533'12C, 9 FEET EAST OF A HOLLY TREE AND 9 FEET NORTH OF H. J. LUNDQUISTS
 SC0533'MAIL BOX.  THE MARK IS 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1253 ***********************************************************************
 SA1253  DESIGNATION -  C 318
 SA1253  PID         -  SA1253
 SA1253  STATE/COUNTY-  WA/BENTON
 SA1253  USGS QUAD   -  PROSSER (1965)
 SA1253
 SA1253                         *CURRENT SURVEY CONTROL
 SA1253  ___________________________________________________________________
 SA1253* NAD 83(1986)-  46 13 49.     (N)    119 47 25.     (W)     SCALED    
 SA1253* NAVD 88     -       237.327  (meters)     778.63   (feet)  ADJUSTED  
 SA1253  ___________________________________________________________________
 SA1253  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SA1253  DYNAMIC HT  -         237.334 (meters)     778.65  (feet)  COMP
 SA1253  MODELED GRAV-     980,637.2   (mgal)                       NAVD 88
 SA1253
 SA1253  VERT ORDER  -  SECOND    CLASS 0
 SA1253
 SA1253.The horizontal coordinates were scaled from a topographic map and have
 SA1253.an estimated accuracy of +/- 6 seconds.
 SA1253
 SA1253.The orthometric height was determined by differential leveling
 SA1253.and adjusted by the National Geodetic Survey in June 1991..
 SA1253
 SA1253.The geoid height was determined by GEOID03.
 SA1253
 SA1253.The dynamic height is computed by dividing the NAVD 88
 SA1253.geopotential number by the normal gravity value computed on the
 SA1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1253.degrees latitude (g = 980.6199 gals.).
 SA1253
 SA1253.The modeled gravity was interpolated from observed gravity values.
 SA1253
 SA1253;                    North         East    Units  Estimated Accuracy
 SA1253;SPC WA S     -    99,940.      554,750.      MT  (+/- 180 meters Scaled)
 SA1253
 SA1253                          SUPERSEDED SURVEY CONTROL
 SA1253
 SA1253  NGVD 29 (??/??/92)  236.290  (m)          775.23   (f) ADJ UNCH    2 0
 SA1253
 SA1253.Superseded values are not recommended for survey control.
 SA1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1253.See file dsdata.txt to determine how the superseded data were derived.
 SA1253
 SA1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM848234(NAD 83)
 SA1253_MARKER: DB = BENCH MARK DISK
 SA1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1253_STAMPING: C 318 1949
 SA1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1253+STABILITY: SURFACE MOTION
 SA1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1253+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2002
 SA1253
 SA1253  HISTORY     - Date     Condition        Report By
 SA1253  HISTORY     - 1949     MONUMENTED       CGS
 SA1253  HISTORY     - 20020225 GOOD             WADT
 SA1253
 SA1253                          STATION DESCRIPTION
 SA1253
 SA1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1253'2.1 MI NW FROM PROSSER.
 SA1253'1.2 MILES NORTHWEST ALONG U. S. HIGHWAY 410 FROM THE NORTHERN PACIFIC
 SA1253'RAILWAY STATION AT PROSSER, THENCE 0.9 MILE NORTH ALONG GAP ROAD, AT
 SA1253'THE SUNNYSIDE BRANCH OF THE NORTHERN PACIFIC RAILWAY CROSSING, 7 RAILS
 SA1253'EAST OF THE CENTER LINE OF THE ROAD, 75 FEET WEST OF A FENCE CORNER
 SA1253'POST, 43 FEET NORTH OF THE NORTH RAIL, 6 FEET WEST OF A FENCE, 2.7
 SA1253'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SA1253'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 SA1253
 SA1253                          STATION RECOVERY (2002)
 SA1253
 SA1253'RECOVERY NOTE BY WA DEPT OF TRANSP 2002 (ELS)
 SA1253'MARK IS 7 RAILS WEST NOT EAST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1278 ***********************************************************************
 SA1278  DESIGNATION -  C 319
 SA1278  PID         -  SA1278
 SA1278  STATE/COUNTY-  WA/BENTON
 SA1278  USGS QUAD   -  SNIVELY BASIN (1974)
 SA1278
 SA1278                         *CURRENT SURVEY CONTROL
 SA1278  ___________________________________________________________________
 SA1278* NAD 83(1986)-  46 29 36.     (N)    119 40 58.     (W)     SCALED    
 SA1278* NAVD 88     -       203.926  (meters)     669.05   (feet)  ADJUSTED  
 SA1278  ___________________________________________________________________
 SA1278  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SA1278  DYNAMIC HT  -         203.926 (meters)     669.05  (feet)  COMP
 SA1278  MODELED GRAV-     980,610.9   (mgal)                       NAVD 88
 SA1278
 SA1278  VERT ORDER  -  SECOND    CLASS 0
 SA1278
 SA1278.The horizontal coordinates were scaled from a topographic map and have
 SA1278.an estimated accuracy of +/- 6 seconds.
 SA1278
 SA1278.The orthometric height was determined by differential leveling
 SA1278.and adjusted by the National Geodetic Survey in June 1991..
 SA1278
 SA1278.The geoid height was determined by GEOID03.
 SA1278
 SA1278.The dynamic height is computed by dividing the NAVD 88
 SA1278.geopotential number by the normal gravity value computed on the
 SA1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1278.degrees latitude (g = 980.6199 gals.).
 SA1278
 SA1278.The modeled gravity was interpolated from observed gravity values.
 SA1278
 SA1278;                    North         East    Units  Estimated Accuracy
 SA1278;SPC WA S     -   129,260.      562,730.      MT  (+/- 180 meters Scaled)
 SA1278
 SA1278                          SUPERSEDED SURVEY CONTROL
 SA1278
 SA1278  NGVD 29 (??/??/92)  202.851  (m)          665.52   (f) ADJ UNCH    2 0
 SA1278
 SA1278.Superseded values are not recommended for survey control.
 SA1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1278.See file dsdata.txt to determine how the superseded data were derived.
 SA1278
 SA1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM941523(NAD 83)
 SA1278_MARKER: DB = BENCH MARK DISK
 SA1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1278_STAMPING: C 319 1949
 SA1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1278+STABILITY: SURFACE MOTION
 SA1278
 SA1278  HISTORY     - Date     Condition        Report By
 SA1278  HISTORY     - 1949     MONUMENTED       CGS
 SA1278  HISTORY     - 1974     GOOD             USGS
 SA1278
 SA1278                          STATION DESCRIPTION
 SA1278
 SA1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1278'1.6 MI SW FROM BENSON RANCH.
 SA1278'1.6 MILES SOUTHWEST ALONG A COUNTY GRADED ROAD FROM BENSON RANCH SITE,
 SA1278'0.55 MILE SOUTHWEST OF THE JUNCTION OF A TRACK ROAD LEADING WEST, AT
 SA1278'THE FOOT OF THE SOUTHEAST SLOPE OF A SMALL HILL, 75 FEET NORTHWEST OF
 SA1278'A DITCH, 12.3 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET
 SA1278'NORTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND
 SA1278'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SA1278'GROUND.
 SA1278
 SA1278                          STATION RECOVERY (1974)
 SA1278
 SA1278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA1278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1207 ***********************************************************************
 SA1207  DESIGNATION -  C 320
 SA1207  PID         -  SA1207
 SA1207  STATE/COUNTY-  WA/YAKIMA
 SA1207  USGS QUAD   -  GRANDVIEW (1978)
 SA1207
 SA1207                         *CURRENT SURVEY CONTROL
 SA1207  ___________________________________________________________________
 SA1207* NAD 83(1986)-  46 19 33.     (N)    119 58 15.     (W)     SCALED    
 SA1207* NAVD 88     -       230.624  (meters)     756.64   (feet)  ADJUSTED  
 SA1207  ___________________________________________________________________
 SA1207  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SA1207  DYNAMIC HT  -         230.630 (meters)     756.66  (feet)  COMP
 SA1207  MODELED GRAV-     980,635.6   (mgal)                       NAVD 88
 SA1207
 SA1207  VERT ORDER  -  SECOND    CLASS 0
 SA1207
 SA1207.The horizontal coordinates were scaled from a topographic map and have
 SA1207.an estimated accuracy of +/- 6 seconds.
 SA1207
 SA1207.The orthometric height was determined by differential leveling
 SA1207.and adjusted by the National Geodetic Survey in June 1991..
 SA1207
 SA1207.The geoid height was determined by GEOID03.
 SA1207
 SA1207.The dynamic height is computed by dividing the NAVD 88
 SA1207.geopotential number by the normal gravity value computed on the
 SA1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1207.degrees latitude (g = 980.6199 gals.).
 SA1207
 SA1207.The modeled gravity was interpolated from observed gravity values.
 SA1207
 SA1207;                    North         East    Units  Estimated Accuracy
 SA1207;SPC WA S     -   110,450.      540,750.      MT  (+/- 180 meters Scaled)
 SA1207
 SA1207                          SUPERSEDED SURVEY CONTROL
 SA1207
 SA1207  NGVD 29 (??/??/92)  229.575  (m)          753.20   (f) ADJ UNCH    2 0
 SA1207
 SA1207.Superseded values are not recommended for survey control.
 SA1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1207.See file dsdata.txt to determine how the superseded data were derived.
 SA1207
 SA1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM713345(NAD 83)
 SA1207_MARKER: DB = BENCH MARK DISK
 SA1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1207_SP_SET: CONCRETE POST
 SA1207_STAMPING: C 320 1949
 SA1207_MARK LOGO: CGS   
 SA1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1207+STABILITY: SURFACE MOTION
 SA1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1207+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1990
 SA1207
 SA1207  HISTORY     - Date     Condition        Report By
 SA1207  HISTORY     - 1949     MONUMENTED       CGS
 SA1207  HISTORY     - 19900521 GOOD             NGS
 SA1207
 SA1207                          STATION DESCRIPTION
 SA1207
 SA1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1207'2.0 MI E FROM SUNNYSIDE.
 SA1207'2.0 MILES EAST ALONG EAST EDISON AVENUE FROM THE POST OFFICE AT
 SA1207'SUNNYSIDE, 0.9 MILE SOUTHEAST OF B.M. 751 (USRS), AT THE SUNNYSIDE
 SA1207'MUNICIPAL AIRPORT, AT THE HANGAR, 1.8 FEET NORTH OF THE NORTHWEST
 SA1207'CORNER, 165 FEET WEST OF THE NORTHWEST CORNER OF THE OFFICE BUILDING,
 SA1207'ABOUT LEVEL WITH THE HANGAR FLOOR, AND SET IN THE TOP OF A CONCRETE
 SA1207'POST.
 SA1207
 SA1207                          STATION RECOVERY (1990)
 SA1207
 SA1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SA1207'THE STATION IS LOCATED ABOUT 43.5 KM (27.0 MI) NORTH OF ALDERDALE,
 SA1207'32.2 KM (20.0 MI) EAST-SOUTHEAST OF TOPPENISH, 22.5 KM (14.0 MI)
 SA1207'NORTHEAST OF PROSSER, 4.8 KM (3.0 MI) EAST OF SUNNYSIDE AT THE
 SA1207'SUNNYSIDE AIRPORT AND IN THE SE 1/4 OF THE NW 1/4 OF SECTION 29,
 SA1207'T10N, R23E.
 SA1207'TO REACH FROM EXIT 69 ON INTERSTATE HIGHWAY 182 AT THE EAST EDGE OF
 SA1207'SUNNYSIDE, GO NORTH ON STATE ROUTE 241 FOR 0.80 KM (0.50 MI) TO THE
 SA1207'JUNCTION OF US HIGHWAY 12.  CONTINUE NORTH ON STATE ROUTE 241 FOR
 SA1207'1.28 KM (0.80 MI) TO A CROSS ROAD.  TURN RIGHT AND GO EAST ON EDISON
 SA1207'ROAD FOR 0.80 KM (0.50 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.
 SA1207'TURN LEFT AND GO NORTH FOR 0.32 KM (0.20 MI) TO THE NORTHWEST CORNER
 SA1207'OF THE OLD HANGAR AND THE STATION.
 SA1207'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 SA1207'WITH THE GROUND SURFACE.  IT IS 120.4 M (395.0 FT) SOUTH OF THE
 SA1207'CENTER OF THE MAIN RUNWAY, 65.2 M (213.9 FT) EAST OF THE SOUTHEAST
 SA1207'CORNEWR OF THE AIRPORT BEACON, 50.3 M (165.0 FT) WEST OF THE
 SA1207'NORTHWEST CORNER OF THE AIRPORT MANAGERS OFFICE AND 0.49 M (1.61 FT)
 SA1207'NORTHEAST OF THE NORTHWEST CORNER OF THE HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1298 ***********************************************************************
 SA1298  DESIGNATION -  C 321
 SA1298  PID         -  SA1298
 SA1298  STATE/COUNTY-  WA/BENTON
 SA1298  USGS QUAD   -  CORRAL CANYON (1977)
 SA1298
 SA1298                         *CURRENT SURVEY CONTROL
 SA1298  ___________________________________________________________________
 SA1298* NAD 83(1986)-  46 22 10.     (N)    119 32 41.     (W)     SCALED    
 SA1298* NAVD 88     -       509.823  (meters)    1672.64   (feet)  ADJUSTED  
 SA1298  ___________________________________________________________________
 SA1298  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SA1298  DYNAMIC HT  -         509.831 (meters)    1672.67  (feet)  COMP
 SA1298  MODELED GRAV-     980,612.7   (mgal)                       NAVD 88
 SA1298
 SA1298  VERT ORDER  -  SECOND    CLASS 0
 SA1298
 SA1298.The horizontal coordinates were scaled from a topographic map and have
 SA1298.an estimated accuracy of +/- 6 seconds.
 SA1298
 SA1298.The orthometric height was determined by differential leveling
 SA1298.and adjusted by the National Geodetic Survey in June 1991..
 SA1298
 SA1298.The geoid height was determined by GEOID03.
 SA1298
 SA1298.The dynamic height is computed by dividing the NAVD 88
 SA1298.geopotential number by the normal gravity value computed on the
 SA1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1298.degrees latitude (g = 980.6199 gals.).
 SA1298
 SA1298.The modeled gravity was interpolated from observed gravity values.
 SA1298
 SA1298;                    North         East    Units  Estimated Accuracy
 SA1298;SPC WA S     -   115,610.      573,500.      MT  (+/- 180 meters Scaled)
 SA1298
 SA1298                          SUPERSEDED SURVEY CONTROL
 SA1298
 SA1298  NGVD 29 (??/??/92)  508.770  (m)         1669.19   (f) ADJ UNCH    2 0
 SA1298
 SA1298.Superseded values are not recommended for survey control.
 SA1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1298.See file dsdata.txt to determine how the superseded data were derived.
 SA1298
 SA1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM042382(NAD 83)
 SA1298_MARKER: DB = BENCH MARK DISK
 SA1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1298_STAMPING: C 321 1949
 SA1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1298+STABILITY: SURFACE MOTION
 SA1298
 SA1298  HISTORY     - Date     Condition        Report By
 SA1298  HISTORY     - 1949     MONUMENTED       CGS
 SA1298
 SA1298                          STATION DESCRIPTION
 SA1298
 SA1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1298'18.0 MI NE FROM WHITSTRAN.
 SA1298'1.7 MILES NORTHEAST ALONG THE BENTON CITY HIGHWAY FROM THE GRAMMAR
 SA1298'SCHOOL AT WHITSTRAN, THENCE 7.8 MILES NORTH ALONG CASE ROAD, THENCE
 SA1298'1.0 MILE EAST ALONG AN ABANDONED DIRT ROAD, THENCE 1.1 MILES NORTH
 SA1298'ALONG A COUNTY GRADED ROAD, THENCE 2.4 MILES SOUTHEAST ALONG A TRACK
 SA1298'ROAD, THENCE 3.4 MILES NORTHEAST ALONG A TRACK ROAD, THENCE 0.6 MILE
 SA1298'NORTHEAST ALONG A GRADED ROAD, ABOUT HALF WAY DOWN THE NORTHEAST SLOPE
 SA1298'OF RATTLESNAKE RIDGE, ABOUT 0.1 MILE WEST OF A SHARP CURVE, 53 FEET
 SA1298'NORTH OF THE CENTER LINE OF THE ROAD, 2.7 FEET NORTHEAST OF A WITNESS
 SA1298'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 SA1298'CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.  NOTE-- TO REACH FROM
 SA1298'RICHLAND POST OFFICE 10.9 MI N. OF, ALONG STATE HIGHWAY 240, THENCE
 SA1298'1.6 MI W, THENCE, TURN 0.2 MI WEST AND S. TO ARID LAND ECOLOGY RESERVE
 SA1298'GATE, THENCE CONTINUE W. 3.4 MILES OF Y-JCT., THENCE WEST 1.8 MILES,
 SA1298'ABOUT HALF WAY UP THE NORTHEAST SLOPE OF THE RATTLESNAKE HILLS, 233
 SA1298'FEET NORTH OF THE ROAD, ABOUT 50 FEET NORTH OF THE SCAR OF THE OLD
 SA1298'ROAD, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1717 ***********************************************************************
 SA1717  DESIGNATION -  C 322
 SA1717  PID         -  SA1717
 SA1717  STATE/COUNTY-  WA/BENTON
 SA1717  USGS QUAD   -  RIVERLAND (1986)
 SA1717
 SA1717                         *CURRENT SURVEY CONTROL
 SA1717  ___________________________________________________________________
 SA1717* NAD 83(1986)-  46 30 06.     (N)    119 38 29.     (W)     SCALED    
 SA1717* NAVD 88     -       192.602  (meters)     631.90   (feet)  ADJUSTED  
 SA1717  ___________________________________________________________________
 SA1717  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SA1717  DYNAMIC HT  -         192.609 (meters)     631.92  (feet)  COMP
 SA1717  MODELED GRAV-     980,646.9   (mgal)                       NAVD 88
 SA1717
 SA1717  VERT ORDER  -  SECOND    CLASS 0
 SA1717
 SA1717.The horizontal coordinates were scaled from a topographic map and have
 SA1717.an estimated accuracy of +/- 6 seconds.
 SA1717
 SA1717.The orthometric height was determined by differential leveling
 SA1717.and adjusted by the National Geodetic Survey in June 1991..
 SA1717
 SA1717.The geoid height was determined by GEOID03.
 SA1717
 SA1717.The dynamic height is computed by dividing the NAVD 88
 SA1717.geopotential number by the normal gravity value computed on the
 SA1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1717.degrees latitude (g = 980.6199 gals.).
 SA1717
 SA1717.The modeled gravity was interpolated from observed gravity values.
 SA1717
 SA1717;                    North         East    Units  Estimated Accuracy
 SA1717;SPC WA S     -   130,220.      565,900.      MT  (+/- 180 meters Scaled)
 SA1717
 SA1717                          SUPERSEDED SURVEY CONTROL
 SA1717
 SA1717  NGVD 29 (??/??/92)  191.537  (m)          628.40   (f) ADJ UNCH    2 0
 SA1717
 SA1717.Superseded values are not recommended for survey control.
 SA1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1717.See file dsdata.txt to determine how the superseded data were derived.
 SA1717
 SA1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM973531(NAD 83)
 SA1717_MARKER: DB = BENCH MARK DISK
 SA1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1717_STAMPING: C 322 1949
 SA1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1717+STABILITY: SURFACE MOTION
 SA1717
 SA1717  HISTORY     - Date     Condition        Report By
 SA1717  HISTORY     - 1949     MONUMENTED       CGS
 SA1717  HISTORY     - 1974     GOOD             USGS
 SA1717
 SA1717                          STATION DESCRIPTION
 SA1717
 SA1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1717'1.1 MI E FROM BENSON RANCH.
 SA1717'1.1 MILES EAST ALONG A COUNTY GRADED ROAD FROM THE BENSON RANCH SITE
 SA1717'ON TOP OF A HILL, ON THE OUTSIDE OF A CURVE, 173.5 FEET SOUTH OF A
 SA1717'FENCE, 36 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.7 FEET EAST
 SA1717'OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 SA1717'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. NOTE-- BM
 SA1717'C 322 IS 0.9 MILE EAST OF THE JUNCTION OF TWO COUNTY GRADED DIRT
 SA1717'ROADS.  NOTE-- MARK IS ALONG A SELDOM USED DIRT ROAD AND ABOUT 2200
 SA1717'FT. CROSS COUNTRY SOUTH FROM STATE HWY 240.
 SA1717
 SA1717                          STATION RECOVERY (1974)
 SA1717
 SA1717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0612 ***********************************************************************
 SA0612  DESIGNATION -  C 322
 SA0612  PID         -  SA0612
 SA0612  STATE/COUNTY-  WA/FRANKLIN
 SA0612  USGS QUAD   -  FRISCHKNECHT (1970)
 SA0612
 SA0612                         *CURRENT SURVEY CONTROL
 SA0612  ___________________________________________________________________
 SA0612* NAD 83(1986)-  46 39 49.     (N)    118 58 06.     (W)     SCALED    
 SA0612* NAVD 88     -       323.51   (+/-2cm)    1061.4    (feet)  VERTCON   
 SA0612  ___________________________________________________________________
 SA0612  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SA0612
 SA0612  VERT ORDER  -  ? (See Below)
 SA0612
 SA0612.The horizontal coordinates were scaled from a topographic map and have
 SA0612.an estimated accuracy of +/- 6 seconds.
 SA0612
 SA0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0612.The vertical order pertains to the NGVD 29 superseded value.
 SA0612
 SA0612.The geoid height was determined by GEOID03.
 SA0612
 SA0612;                    North         East    Units  Estimated Accuracy
 SA0612;SPC WA S     -   149,000.      617,200.      MT  (+/- 180 meters Scaled)
 SA0612
 SA0612                          SUPERSEDED SURVEY CONTROL
 SA0612
 SA0612  NGVD 29 (??/??/92)  322.408  (m)         1057.77   (f) ADJ UNCH    ?  
 SA0612
 SA0612.Superseded values are not recommended for survey control.
 SA0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0612.See file dsdata.txt to determine how the superseded data were derived.
 SA0612
 SA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM494696(NAD 83)
 SA0612_MARKER: DD = SURVEY DISK
 SA0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0612_STAMPING: C 322 1938
 SA0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0612+STABILITY: SURFACE MOTION
 SA0612
 SA0612  HISTORY     - Date     Condition        Report By
 SA0612  HISTORY     - 1938     MONUMENTED       BOR
 SA0612
 SA0612                          STATION DESCRIPTION
 SA0612
 SA0612'DESCRIBED BY US BUREAU OF RECLAMATION 1938
 SA0612'5 MI W FROM CONNELL.
 SA0612'5 MILES WEST ALONG A ROAD FROM CONNELL, AT THE CAMPBELL RANCH, 300
 SA0612'FEET SOUTHEAST OF A RANCHHOUSE, 153 FEET EAST OF THE EAST END OF A
 SA0612'RANCHHOUSE, 63 FEET EAST OF AND 31 FEET NORTH OF A WATER TANK, 32 FEET
 SA0612'SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET NORTH OF A FENCE, AND IN
 SA0612'LINE WITH A ROW OF POLES.  SET IN THE TOP OF A CONCRETE POST
 SA0612'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0982 ***********************************************************************
 SA0982  DESIGNATION -  C 323
 SA0982  PID         -  SA0982
 SA0982  STATE/COUNTY-  WA/BENTON
 SA0982  USGS QUAD   -  RICHLAND (1992)
 SA0982
 SA0982                         *CURRENT SURVEY CONTROL
 SA0982  ___________________________________________________________________
 SA0982* NAD 83(1986)-  46 16 57.     (N)    119 16 25.     (W)     SCALED    
 SA0982* NAVD 88     -       105.511  (meters)     346.16   (feet)  ADJUSTED  
 SA0982  ___________________________________________________________________
 SA0982  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SA0982  DYNAMIC HT  -         105.516 (meters)     346.18  (feet)  COMP
 SA0982  MODELED GRAV-     980,656.8   (mgal)                       NAVD 88
 SA0982
 SA0982  VERT ORDER  -  SECOND    CLASS 0
 SA0982
 SA0982.The horizontal coordinates were scaled from a topographic map and have
 SA0982.an estimated accuracy of +/- 6 seconds.
 SA0982
 SA0982.The orthometric height was determined by differential leveling
 SA0982.and adjusted by the National Geodetic Survey in June 1991..
 SA0982
 SA0982.The geoid height was determined by GEOID03.
 SA0982
 SA0982.The dynamic height is computed by dividing the NAVD 88
 SA0982.geopotential number by the normal gravity value computed on the
 SA0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0982.degrees latitude (g = 980.6199 gals.).
 SA0982
 SA0982.The modeled gravity was interpolated from observed gravity values.
 SA0982
 SA0982;                    North         East    Units  Estimated Accuracy
 SA0982;SPC WA S     -   106,230.      594,510.      MT  (+/- 180 meters Scaled)
 SA0982
 SA0982                          SUPERSEDED SURVEY CONTROL
 SA0982
 SA0982  NGVD 29 (??/??/92)  104.476  (m)          342.77   (f) ADJ UNCH    2 0
 SA0982
 SA0982.Superseded values are not recommended for survey control.
 SA0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0982.See file dsdata.txt to determine how the superseded data were derived.
 SA0982
 SA0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM248279(NAD 83)
 SA0982_MARKER: DB = BENCH MARK DISK
 SA0982_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SA0982_SP_SET: CULVERT HEADWALL
 SA0982_STAMPING: C 323 1949
 SA0982_MARK LOGO: CGS   
 SA0982_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0982+STABILITY: SURFACE MOTION
 SA0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA0982+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 SA0982
 SA0982  HISTORY     - Date     Condition        Report By
 SA0982  HISTORY     - 1949     MONUMENTED       CGS
 SA0982  HISTORY     - 1974     GOOD             USGS
 SA0982  HISTORY     - 19920911 GOOD             CHANCE
 SA0982  HISTORY     - 20031011 GOOD             GEOCAC
 SA0982
 SA0982                          STATION DESCRIPTION
 SA0982
 SA0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA0982'IN RICHLAND.
 SA0982'0.4 MILE NORTH ALONG GEORGE WASHINGTON WAY FROM THE POST OFFICE AT
 SA0982'RICHLAND, AT RICHLAND, ABOUT 75 YARDS SOUTH OF THE CENTER LINE OF
 SA0982'GUYER STREET, 58.5 FEET WEST OF THE CENTER LINE OF THE ROAD, AT A
 SA0982'48-INCH CORRUGATED GALVANIZED METAL PIPE CULVERT, IN TOP OF THE WEST
 SA0982'CONCRETE HEAD WALL, 1.0 FOOT SOUTH OF THE NORTH END, AND ABOUT 12 FEET
 SA0982'LOWER THAN THE ROAD.  NOTE-- ALL REFERENCE TO THE POST OFFICE IN
 SA0982'RICHLAND IN THIS LINE NO.8 IS TO THE OLD LOCATION AT THE SOUTHWEST
 SA0982'CORNER OF GEORGE WASHINGTON WAY AND KNIGHT STREET-THE PRESENT POST
 SA0982'OFFICE IS LOCATED ONE BLOCK NORTH AND ONE BLOCK WEST OF THAT
 SA0982'INTERSECTION-DATE OF THE CHANGE WAS 1968.
 SA0982
 SA0982                          STATION RECOVERY (1974)
 SA0982
 SA0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA0982'RECOVERED IN GOOD CONDITION.
 SA0982
 SA0982                          STATION RECOVERY (1992)
 SA0982
 SA0982'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (RLH)
 SA0982'THE STATON IS LOCATED IN RICHLAND, WASHINGTON. TO REACH FROM THE
 SA0982'INTERSECTION OF GEORGE WASHINGTON WAY AND SWIFT BLVD. AT CITY HALL IN
 SA0982'RICHLAND, PROCEED NORTH ON GEORGE WASHINGTON WAY FOR 0.2 MI (0.32 KM)
 SA0982'TO THE STATION ON THE LEFT, APPROXIMATELY 230 FT (70.10 M) SOUTH OF
 SA0982'GUYER ROAD, IN THE TOP OF A CONCRETE CULVERT HEADWALL, AT THE BASE OF
 SA0982'WOODEN STAIRWAY. STATION MARK IS APPROXIMATELY 60 FT (18.29 M) WEST OF
 SA0982'CENTERLINE OF GEORGE WASHINGTON WAY, APPPROXIMATELY 40 FT (12.19 M)
 SA0982'(SLOPE DIST) SOUTHWEST OF A POWER POLE W461, AND 6.7 FT (2.04 M)
 SA0982'SOUTHEAST OF THE NORTH EDGE OF THE CONCRETE WING WALL, APPROXIMATELY
 SA0982'12 FT (3.66 M) LOWER THAN SURFACE OF ROADWAY.
 SA0982
 SA0982                          STATION RECOVERY (2003)
 SA0982
 SA0982'RECOVERY NOTE BY GEOCACHING 2003 (GOP)
 SA0982'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1051 ***********************************************************************
 SA1051  DESIGNATION -  C 324
 SA1051  PID         -  SA1051
 SA1051  STATE/COUNTY-  WA/BENTON
 SA1051  USGS QUAD   -  RICHLAND (1992)
 SA1051
 SA1051                         *CURRENT SURVEY CONTROL
 SA1051  ___________________________________________________________________
 SA1051* NAD 83(1986)-  46 21 03.     (N)    119 18 14.     (W)     SCALED    
 SA1051* NAVD 88     -       114.642  (meters)     376.12   (feet)  ADJUSTED  
 SA1051  ___________________________________________________________________
 SA1051  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SA1051  DYNAMIC HT  -         114.646 (meters)     376.13  (feet)  COMP
 SA1051  MODELED GRAV-     980,652.5   (mgal)                       NAVD 88
 SA1051
 SA1051  VERT ORDER  -  SECOND    CLASS 0
 SA1051
 SA1051.The horizontal coordinates were scaled from a topographic map and have
 SA1051.an estimated accuracy of +/- 6 seconds.
 SA1051
 SA1051.The orthometric height was determined by differential leveling
 SA1051.and adjusted by the National Geodetic Survey in January 1997..
 SA1051
 SA1051.The geoid height was determined by GEOID03.
 SA1051
 SA1051.The dynamic height is computed by dividing the NAVD 88
 SA1051.geopotential number by the normal gravity value computed on the
 SA1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1051.degrees latitude (g = 980.6199 gals.).
 SA1051
 SA1051.The modeled gravity was interpolated from observed gravity values.
 SA1051
 SA1051;                    North         East    Units  Estimated Accuracy
 SA1051;SPC WA S     -   113,790.      592,060.      MT  (+/- 180 meters Scaled)
 SA1051
 SA1051                          SUPERSEDED SURVEY CONTROL
 SA1051
 SA1051  NAVD 88 (06/15/91)  114.665  (m)          376.20   (f) UNKNOWN     2 0
 SA1051  NGVD 29 (??/??/92)  113.626  (m)          372.79   (f) ADJ UNCH    2 0
 SA1051
 SA1051.Superseded values are not recommended for survey control.
 SA1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1051.See file dsdata.txt to determine how the superseded data were derived.
 SA1051
 SA1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM227356(NAD 83)
 SA1051_MARKER: DB = BENCH MARK DISK
 SA1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1051_STAMPING: C 324 1949
 SA1051_MARK LOGO: CGS   
 SA1051_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1051+STABILITY: SURFACE MOTION
 SA1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1051+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 SA1051
 SA1051  HISTORY     - Date     Condition        Report By
 SA1051  HISTORY     - 1949     MONUMENTED       CGS
 SA1051  HISTORY     - 19920909 GOOD             CHANCE
 SA1051  HISTORY     - 20060825 GOOD             GEOCAC
 SA1051
 SA1051                          STATION DESCRIPTION
 SA1051
 SA1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1051'6.7 MI N FROM RICHLAND.
 SA1051'5.2 MILES NORTH ALONG GEORGE WASHINGTON WAY FROM THE POST OFFICE AT
 SA1051'RICHLAND, THENCE 1.5 MILES WEST ALONG HORN RAPIDS ROAD, 0.3 MILE EAST
 SA1051'OF A ROW OF LOCUST TREES AND A GRAVEL ROAD LEADING SOUTH, ON TOP OF A
 SA1051'SMALL RISE, 63 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 SA1051'EAST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN
 SA1051'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SA1051
 SA1051                          STATION RECOVERY (1992)
 SA1051
 SA1051'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (RLH)
 SA1051'THE STATION IS APPROXIMATELY 5 MI (8.05 KM) NORTH OF RICHLAND,WA. TO
 SA1051'REACH THE STATION FROM THE INTERSECTION OF STEVENS ROAD AND HORN
 SA1051'RAPIDS ROAD (WHICH IS LOCATED APPROXIMATELY 5 MI (8.05 KM) NORTH OF
 SA1051'DOWNTOWN RICHLAND), PROCEED WEST ON HORN RAPIDS ROAD FOR 1 MI (1.61
 SA1051'KM) TO A PAVED ROAD LEFT, WHICH LEADS TO THE SIEMENS FACILITY, AND THE
 SA1051'STATION ON THE LEFT.  THE STATION IS PROJECTING 1.5 FT. THE STATION IS
 SA1051'64 FT (19.51 M) SOUTH OF CENTER LINE OF HORN RAPIDS ROAD AND 29 FT
 SA1051'(8.84 M) EAST OF CENTERLINE OF ROAD LEADING TO SIEMENS FACILITY, 14.5
 SA1051'FT (4.42 M) SOUTH OF LIGHT POLE, 5.3 FT (1.62 M) EAST OF A STOP SIGN,
 SA1051'AND 2 FT (0.61 M) EAST OF A CARSONITE WITNESS POST. TOP OF CONCRETE
 SA1051'POST HAS BEEN CHIPPED BUT OTHERWISE MONMENT APPEARS TO BE UNDISTURBED
 SA1051'AND IN GOOD CONDITION.
 SA1051
 SA1051                          STATION RECOVERY (2006)
 SA1051
 SA1051'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 SA1051'HANDHELD GPS N46 21.057 W119 18.227
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1705 ***********************************************************************
 SA1705  DESIGNATION -  C 325
 SA1705  PID         -  SA1705
 SA1705  STATE/COUNTY-  WA/BENTON
 SA1705  USGS QUAD   -  GABLE BUTTE (1986)
 SA1705
 SA1705                         *CURRENT SURVEY CONTROL
 SA1705  ___________________________________________________________________
 SA1705* NAD 83(1986)-  46 35 05.     (N)    119 36 28.     (W)     SCALED    
 SA1705* NAVD 88     -       183.130  (meters)     600.82   (feet)  ADJUSTED  
 SA1705  ___________________________________________________________________
 SA1705  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SA1705  DYNAMIC HT  -         183.143 (meters)     600.86  (feet)  COMP
 SA1705  MODELED GRAV-     980,681.0   (mgal)                       NAVD 88
 SA1705
 SA1705  VERT ORDER  -  SECOND    CLASS 0
 SA1705
 SA1705.The horizontal coordinates were scaled from a topographic map and have
 SA1705.an estimated accuracy of +/- 6 seconds.
 SA1705
 SA1705.The orthometric height was determined by differential leveling
 SA1705.and adjusted by the National Geodetic Survey in June 1991..
 SA1705
 SA1705.The geoid height was determined by GEOID03.
 SA1705
 SA1705.The dynamic height is computed by dividing the NAVD 88
 SA1705.geopotential number by the normal gravity value computed on the
 SA1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1705.degrees latitude (g = 980.6199 gals.).
 SA1705
 SA1705.The modeled gravity was interpolated from observed gravity values.
 SA1705
 SA1705;                    North         East    Units  Estimated Accuracy
 SA1705;SPC WA S     -   139,480.      568,380.      MT  (+/- 180 meters Scaled)
 SA1705
 SA1705                          SUPERSEDED SURVEY CONTROL
 SA1705
 SA1705  NGVD 29 (??/??/92)  182.070  (m)          597.34   (f) ADJ UNCH    2 0
 SA1705
 SA1705.Superseded values are not recommended for survey control.
 SA1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1705.See file dsdata.txt to determine how the superseded data were derived.
 SA1705
 SA1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM002623(NAD 83)
 SA1705_MARKER: DB = BENCH MARK DISK
 SA1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1705_STAMPING: C 325 1949
 SA1705_MARK LOGO: CGS   
 SA1705_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1705+STABILITY: SURFACE MOTION
 SA1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1705+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1992
 SA1705
 SA1705  HISTORY     - Date     Condition        Report By
 SA1705  HISTORY     - 1949     MONUMENTED       CGS
 SA1705  HISTORY     - 19921112 GOOD             CHANCE
 SA1705
 SA1705                          STATION DESCRIPTION
 SA1705
 SA1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1705'8.3 MI SW FROM WHITE BLUFFS.
 SA1705'2.5 MILES SOUTHWEST ALONG FEDERAL AVENUE FROM THE CHICAGO, MILWAUKEE,
 SA1705'ST. PAUL AND PACIFIC RAILROAD STATION AT WHITE BLUFFS, THENCE 5.8
 SA1705'MILES SOUTHWEST ALONG A GRAVELED ROAD, 0.5 MILE NORTHEAST OF A POINT
 SA1705'WHERE A DOUBLE POLE POWER LINE CROSSES THE ROAD, 0.7 MILE NORTHEAST OF
 SA1705'THE JUNCTION OF STATE HIGHWAY 11A, 130 YARDS SOUTHWEST OF THE CENTER
 SA1705'OF THE JUNCTION OF A DOUBLE TRACK RAILROAD, ON THE TOP OF A SMALL
 SA1705'HILL, 61 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET
 SA1705'HIGHER THAN THE ROAD, 2.7 FEET SOUTHWEST OF A WITNESS POST, AND SET IN
 SA1705'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SA1705
 SA1705                          STATION RECOVERY (1992)
 SA1705
 SA1705'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (RLH)
 SA1705'THE STATION IS LOCATED APPROXIMATELY 27.5 MI (44.26 KM) NORTHWEST OF
 SA1705'RICHLAND, WA. TO REACH THE STATION FROM THE WYE BARRICADE (EAST
 SA1705'ENTRANCE TO HANFORD SITE), PROCEED NORTH ON RTE. 2 FOR 0.1 MI (0.16
 SA1705'KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND CONTINUE EAST, THEN
 SA1705'IMMEDIATELY NORTH FOR 7.2 MI (11.59 KM) TO THE JUNCTION OF RTE. 11,
 SA1705'CONTINUE ON RTE. 2 FOR AN ADDITIONAL 7.2 MI (11.59 KM) TO THE
 SA1705'INTERSECTION OF FEDERAL AVENUE, TURN LEFT ON FEDERAL AVENUE AND
 SA1705'CONTINUE FOR 2.5 MI (4.02 KM) TO THE JUNCTION OF RTE. 1, CROSS RTE. 1
 SA1705'AND CONTINUE ON A GRAVEL ROAD FOR AN ADDITIONAL 2.5 MI (4.02 KM) TO A
 SA1705'PAVED ROAD, CROSS THE PAVED ROAD, AND CONTINUE FOR AN ADDITIONAL 2.3
 SA1705'MI (3.70 KM) TO THE STATION ON THE LEFT.  THE STATION IS PROJECTING
 SA1705'0.4 FT (0.12 M) . THE STATION IS APPROXIMATELY 300 FT (91.44 M)
 SA1705'SOUTHWEST OF THE INTERSECTION OF THE GRAVEL ROAD AND RAIL ROAD TRACKS,
 SA1705'56 FT (17.07 M) SOUTHEAST OF THE CENTERLINE OF THE GRAVEL ROAD, 2.6 FT
 SA1705'(0.79 M) SOUTHWEST OF 4X4 WOODEN POST, AND 1.9 FT (0.58 M) NORTHWEST
 SA1705'OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1434 ***********************************************************************
 SA1434  DESIGNATION -  C 326
 SA1434  PID         -  SA1434
 SA1434  STATE/COUNTY-  WA/BENTON
 SA1434  USGS QUAD   -  PROSSER (1965)
 SA1434
 SA1434                         *CURRENT SURVEY CONTROL
 SA1434  ___________________________________________________________________
 SA1434* NAD 83(1986)-  46 10 30.     (N)    119 50 30.     (W)     SCALED    
 SA1434* NAVD 88     -       333.340  (meters)    1093.63   (feet)  ADJUSTED  
 SA1434  ___________________________________________________________________
 SA1434  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA1434  DYNAMIC HT  -         333.347 (meters)    1093.66  (feet)  COMP
 SA1434  MODELED GRAV-     980,625.0   (mgal)                       NAVD 88
 SA1434
 SA1434  VERT ORDER  -  SECOND    CLASS 0
 SA1434
 SA1434.The horizontal coordinates were scaled from a topographic map and have
 SA1434.an estimated accuracy of +/- 6 seconds.
 SA1434
 SA1434.The orthometric height was determined by differential leveling
 SA1434.and adjusted by the National Geodetic Survey in June 1991..
 SA1434
 SA1434.The geoid height was determined by GEOID03.
 SA1434
 SA1434.The dynamic height is computed by dividing the NAVD 88
 SA1434.geopotential number by the normal gravity value computed on the
 SA1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1434.degrees latitude (g = 980.6199 gals.).
 SA1434
 SA1434.The modeled gravity was interpolated from observed gravity values.
 SA1434
 SA1434;                    North         East    Units  Estimated Accuracy
 SA1434;SPC WA S     -    93,760.      550,830.      MT  (+/- 180 meters Scaled)
 SA1434
 SA1434                          SUPERSEDED SURVEY CONTROL
 SA1434
 SA1434  NGVD 29 (??/??/92)  332.307  (m)         1090.24   (f) ADJ UNCH    2 0
 SA1434
 SA1434.Superseded values are not recommended for survey control.
 SA1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1434.See file dsdata.txt to determine how the superseded data were derived.
 SA1434
 SA1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM806174(NAD 83)
 SA1434_MARKER: DB = BENCH MARK DISK
 SA1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1434_STAMPING: C 326 1950
 SA1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1434+STABILITY: SURFACE MOTION
 SA1434
 SA1434  HISTORY     - Date     Condition        Report By
 SA1434  HISTORY     - 1950     MONUMENTED       CGS
 SA1434
 SA1434                          STATION DESCRIPTION
 SA1434
 SA1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1434'4.6 MI SW FROM PROSSER.
 SA1434'ABOUT 3.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SA1434'STATION AT PROSSER, THENCE 0.9 MILES SOUTH ALONG WARD GAP ROAD, ABOUT
 SA1434'0.8 MILE SOUTH OF THE JUNCTION OF RICHARDS ROAD, AT THE NORTH END AND
 SA1434'ON THE OUTSIDE OF A CURVE, ON THE EAST SLOPE OF A HILL, 29.0 FEET EAST
 SA1434'OF THE CENTER LINE OF WARD GAP ROAD, 1.9 FEET NORTH OF A WITNESS POST,
 SA1434'5.0 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SA1434'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0655 ***********************************************************************
 TR0655  DESIGNATION -  C 327
 TR0655  PID         -  TR0655
 TR0655  STATE/COUNTY-  WA/WHATCOM
 TR0655  USGS QUAD   -  BLAINE (1994)
 TR0655
 TR0655                         *CURRENT SURVEY CONTROL
 TR0655  ___________________________________________________________________
 TR0655* NAD 83(1986)-  48 54 36.     (N)    122 37 48.     (W)     SCALED    
 TR0655* NAVD 88     -        15.982  (meters)      52.43   (feet)  ADJUSTED  
 TR0655  ___________________________________________________________________
 TR0655  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TR0655  DYNAMIC HT  -          15.987 (meters)      52.45  (feet)  COMP
 TR0655  MODELED GRAV-     980,901.3   (mgal)                       NAVD 88
 TR0655
 TR0655  VERT ORDER  -  FIRST     CLASS I
 TR0655
 TR0655.The horizontal coordinates were scaled from a topographic map and have
 TR0655.an estimated accuracy of +/- 6 seconds.
 TR0655
 TR0655.The orthometric height was determined by differential leveling
 TR0655.and adjusted by the National Geodetic Survey in June 1991..
 TR0655
 TR0655.The geoid height was determined by GEOID03.
 TR0655
 TR0655.The dynamic height is computed by dividing the NAVD 88
 TR0655.geopotential number by the normal gravity value computed on the
 TR0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0655.degrees latitude (g = 980.6199 gals.).
 TR0655
 TR0655.The modeled gravity was interpolated from observed gravity values.
 TR0655
 TR0655;                    North         East    Units  Estimated Accuracy
 TR0655;SPC WA N     -   213,910.      368,310.      MT  (+/- 180 meters Scaled)
 TR0655
 TR0655                          SUPERSEDED SURVEY CONTROL
 TR0655
 TR0655  NGVD 29 (??/??/92)   14.771  (m)           48.46   (f) ADJ UNCH    1 1
 TR0655
 TR0655.Superseded values are not recommended for survey control.
 TR0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0655.See file dsdata.txt to determine how the superseded data were derived.
 TR0655
 TR0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV271175(NAD 83)
 TR0655_MARKER: DB = BENCH MARK DISK
 TR0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0655_STAMPING: C 327 1952
 TR0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0655+STABILITY: SURFACE MOTION
 TR0655
 TR0655  HISTORY     - Date     Condition        Report By
 TR0655  HISTORY     - 1952     MONUMENTED       CGS
 TR0655  HISTORY     - 1973     GOOD             NGS
 TR0655  HISTORY     - 20051101 MARK NOT FOUND   USPSQD
 TR0655
 TR0655                          STATION DESCRIPTION
 TR0655
 TR0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0655'0.7 MI SE FROM CUSTER.
 TR0655'0.7 MILE SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0655'CROSSING OF MAIN STREET AT CUSTER, 4 POLES NORTHWEST OF THE CROSSING
 TR0655'OF AN ASPHALT ROAD TO CUSTER SUBSTATION, 15.0 FEET NORTHEAST OF
 TR0655'MILEPOST 111, 25.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 55 FEET
 TR0655'SOUTHWEST OF THE CENTER LINE OF PORTAL WAY, 8 1/2 FEET WEST-SOUTHWEST
 TR0655'OF THE 4TH TELEPHONE POLE NORTHWEST OF THE ROAD CROSSING, 1.0 FOOT
 TR0655'SOUTHWEST OF A WITNESS POST, 2.6 FEET SOUTHEAST OF A WOODEN WITNESS
 TR0655'POST, ABOUT 1 FOOT LOWER THAN THE ROAD AND 3 FEET LOWER THAN THE
 TR0655'TRACK, AND SET IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 TR0655'1/4, SEC 36, T 40N, R 1E.
 TR0655
 TR0655                          STATION RECOVERY (2005)
 TR0655
 TR0655'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 TR0655'AREA COMPLETELY REGRADED WITH NEW GRAVEL TOP. NEW POWER POLE AT EXACT
 TR0655'LAT/LONG FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0843 ***********************************************************************
 RZ0843  DESIGNATION -  C 328
 RZ0843  PID         -  RZ0843
 RZ0843  STATE/COUNTY-  WA/WHITMAN
 RZ0843  USGS QUAD   -  UNIONTOWN (1964)
 RZ0843
 RZ0843                         *CURRENT SURVEY CONTROL
 RZ0843  ___________________________________________________________________
 RZ0843* NAD 83(1986)-  46 35 47.     (N)    117 04 46.     (W)     SCALED    
 RZ0843* NAVD 88     -       823.868  (meters)    2702.97   (feet)  ADJUSTED  
 RZ0843  ___________________________________________________________________
 RZ0843  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 RZ0843  DYNAMIC HT  -         823.804 (meters)    2702.76  (feet)  COMP
 RZ0843  MODELED GRAV-     980,508.2   (mgal)                       NAVD 88
 RZ0843
 RZ0843  VERT ORDER  -  SECOND    CLASS 0
 RZ0843
 RZ0843.The horizontal coordinates were scaled from a topographic map and have
 RZ0843.an estimated accuracy of +/- 6 seconds.
 RZ0843
 RZ0843.The orthometric height was determined by differential leveling
 RZ0843.and adjusted by the National Geodetic Survey in June 1991..
 RZ0843
 RZ0843.The geoid height was determined by GEOID03.
 RZ0843
 RZ0843.The dynamic height is computed by dividing the NAVD 88
 RZ0843.geopotential number by the normal gravity value computed on the
 RZ0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0843.degrees latitude (g = 980.6199 gals.).
 RZ0843
 RZ0843.The modeled gravity was interpolated from observed gravity values.
 RZ0843
 RZ0843;                    North         East    Units  Estimated Accuracy
 RZ0843;SPC WA S     -   146,070.      762,000.      MT  (+/- 180 meters Scaled)
 RZ0843
 RZ0843                          SUPERSEDED SURVEY CONTROL
 RZ0843
 RZ0843  NGVD 29 (??/??/92)  822.782  (m)         2699.41   (f) ADJ UNCH    2 0
 RZ0843
 RZ0843.Superseded values are not recommended for survey control.
 RZ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0843.See file dsdata.txt to determine how the superseded data were derived.
 RZ0843
 RZ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM939603(NAD 83)
 RZ0843_MARKER: DB = BENCH MARK DISK
 RZ0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0843_STAMPING: C 328 1952
 RZ0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0843+STABILITY: SURFACE MOTION
 RZ0843
 RZ0843  HISTORY     - Date     Condition        Report By
 RZ0843  HISTORY     - 1952     MONUMENTED       CGS
 RZ0843
 RZ0843                          STATION DESCRIPTION
 RZ0843
 RZ0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0843'3.4 MI NE FROM COLTON.
 RZ0843'1.0 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0843'COLTON, THENCE 2.4 MILES NORTHEAST ALONG A GRADED COUNTY ROAD, AT THE
 RZ0843'JUNCTION OF A DRIVEWAY LEADING TO A RANCHHOUSE, 29 FEET NORTHEAST OF
 RZ0843'THE CENTER LINE OF THE DRIVEWAY, 20 FEET SOUTHEAST OF THE CENTER LINE
 RZ0843'OF THE ROAD, 4 1/2 FEET NORTHEAST OF A POWER LINE POLE WITH A GUY
 RZ0843'WIRE, 2.4 FEET WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 RZ0843'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 RZ0843'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0216 ***********************************************************************
 TR0216  DESIGNATION -  C 329
 TR0216  PID         -  TR0216
 TR0216  STATE/COUNTY-  WA/SKAGIT
 TR0216  USGS QUAD   -  LA CONNER (1973)
 TR0216
 TR0216                         *CURRENT SURVEY CONTROL
 TR0216  ___________________________________________________________________
 TR0216* NAD 83(1986)-  48 27 07.     (N)    122 24 14.     (W)     SCALED    
 TR0216* NAVD 88     -         4.081  (meters)      13.39   (feet)  ADJUSTED  
 TR0216  ___________________________________________________________________
 TR0216  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 TR0216  DYNAMIC HT  -           4.082 (meters)      13.39  (feet)  COMP
 TR0216  MODELED GRAV-     980,866.7   (mgal)                       NAVD 88
 TR0216
 TR0216  VERT ORDER  -  FIRST     CLASS II
 TR0216
 TR0216.The horizontal coordinates were scaled from a topographic map and have
 TR0216.an estimated accuracy of +/- 6 seconds.
 TR0216
 TR0216.The orthometric height was determined by differential leveling
 TR0216.and adjusted by the National Geodetic Survey in June 1991..
 TR0216
 TR0216.The geoid height was determined by GEOID03.
 TR0216
 TR0216.The dynamic height is computed by dividing the NAVD 88
 TR0216.geopotential number by the normal gravity value computed on the
 TR0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0216.degrees latitude (g = 980.6199 gals.).
 TR0216
 TR0216.The modeled gravity was interpolated from observed gravity values.
 TR0216
 TR0216;                    North         East    Units  Estimated Accuracy
 TR0216;SPC WA N     -   162,620.      383,840.      MT  (+/- 180 meters Scaled)
 TR0216
 TR0216                          SUPERSEDED SURVEY CONTROL
 TR0216
 TR0216  NGVD 29 (??/??/92)    2.926  (m)            9.60   (f) ADJ UNCH    1 2
 TR0216
 TR0216.Superseded values are not recommended for survey control.
 TR0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0216.See file dsdata.txt to determine how the superseded data were derived.
 TR0216
 TR0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU440667(NAD 83)
 TR0216_MARKER: DB = BENCH MARK DISK
 TR0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0216_STAMPING: C 329 1952
 TR0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0216+STABILITY: SURFACE MOTION
 TR0216
 TR0216  HISTORY     - Date     Condition        Report By
 TR0216  HISTORY     - 1952     MONUMENTED       CGS
 TR0216  HISTORY     - 1974     GOOD             LOCENG
 TR0216
 TR0216                          STATION DESCRIPTION
 TR0216
 TR0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TR0216'4.1 MI SW FROM BURLINGTON.
 TR0216'0.4 MILE WEST ALONG FAIRHAVEN AVENUE FROM THE POST OFFICE AT
 TR0216'BURLINGTON, THENCE 0.3 MILE SOUTH ALONG U. S. HIGHWAY 99, THENCE 3.4
 TR0216'MILES SOUTHWEST ALONG STATE HIGHWAY 1 C, 0.2 MILE NORTHEAST OF A SMALL
 TR0216'WOODEN BRIDGE, 28.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 TR0216'2 1/2 FEET EAST OF POWER LINE POLE NO. BA 4-7, 2.2 FEET SOUTHWEST OF A
 TR0216'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 TR0216'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TR0216
 TR0216                          STATION RECOVERY (1974)
 TR0216
 TR0216'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 TR0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AE1859 ***********************************************************************
 AE1859  FBN         -  This is a Federal Base Network Control Station.
 AE1859  DESIGNATION -  C 33 RESET
 AE1859  PID         -  AE1859
 AE1859  STATE/COUNTY-  WA/GRANT
 AE1859  USGS QUAD   -  QUINCY (1966)
 AE1859
 AE1859                         *CURRENT SURVEY CONTROL
 AE1859  ___________________________________________________________________
 AE1859* NAD 83(1998)-  47 14 29.63935(N)    119 48 38.25846(W)     ADJUSTED  
 AE1859* NAVD 88     -       391.5    (meters)    1284.     (feet)  GPS OBS   
 AE1859  ___________________________________________________________________
 AE1859  X           -  -2,156,700.526 (meters)                     COMP
 AE1859  Y           -  -3,764,192.264 (meters)                     COMP
 AE1859  Z           -   4,660,311.370 (meters)                     COMP
 AE1859  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AE1859  ELLIP HEIGHT-         371.12  (meters)          (03/21/00) GPS OBS
 AE1859  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 AE1859
 AE1859  HORZ ORDER  -  A
 AE1859  ELLP ORDER  -  THIRD     CLASS II
 AE1859
 AE1859.The horizontal coordinates were established by GPS observations
 AE1859.and adjusted by the National Geodetic Survey in March 2000..
 AE1859.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AE1859.DATUM ITEM on the data sheet items page.
 AE1859
 AE1859.The orthometric height was determined by GPS observations and a
 AE1859.high-resolution geoid model.
 AE1859
 AE1859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1859
 AE1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1859
 AE1859.The ellipsoidal height was determined by GPS observations
 AE1859.and is referenced to NAD 83.
 AE1859
 AE1859.The geoid height was determined by GEOID03.
 AE1859
 AE1859;                    North         East     Units Scale Factor Converg.
 AE1859;SPC WA S     -   212,335.868   552,192.451   MT  0.99998030   +0 30 02.7
 AE1859;SPC WA S     -   696,638.59  1,811,651.40   sFT  0.99998030   +0 30 02.7
 AE1859;UTM  11      - 5,235,841.130   287,292.006   MT  1.00015608   -2 03 51.8
 AE1859
 AE1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1859!SPC WA S     -   0.99994183  x   0.99998030  =   0.99992213
 AE1859!UTM  11      -   0.99994183  x   1.00015608  =   1.00009790
 AE1859
 AE1859                          SUPERSEDED SURVEY CONTROL
 AE1859
 AE1859  ELLIP H (11/01/99)  371.27   (m)                       GP(       ) 4 1
 AE1859  NAD 83(1991)-  47 14 29.63940(N)    119 48 38.25965(W) AD(       ) A
 AE1859  ELLIP H (07/24/97)  371.11   (m)                       GP(       ) 1 1
 AE1859
 AE1859.Superseded values are not recommended for survey control.
 AE1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1859.See file dsdata.txt to determine how the superseded data were derived.
 AE1859
 AE1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN8729235841(NAD 83)
 AE1859_MARKER: DV = VERTICAL CONTROL DISK
 AE1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1859_STAMPING: C 33 RESET 1992
 AE1859_MARK LOGO: NGS   
 AE1859_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1859+STABILITY: SURFACE MOTION
 AE1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1859+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 AE1859
 AE1859  HISTORY     - Date     Condition        Report By
 AE1859  HISTORY     - 1992     MONUMENTED       NGS
 AE1859  HISTORY     - 19960520 GOOD             WADT
 AE1859  HISTORY     - 19981010 GOOD             WADT
 AE1859
 AE1859                          STATION DESCRIPTION
 AE1859
 AE1859'DESCRIBED BY WA DEPT OF TRANSP 1996
 AE1859'DESCRIBED BY WASHIGTON STATE DEPARTMENT OF TRANSPORTATION (1996) . THE
 AE1859'STATION IS LOCATED APPROXIMATELY 43.5 KM (27.00 MI) SOUTHEAST OF
 AE1859'WENATCHEE, 25.7 KM (15.95 MI) SOUTHWEST OF EPHRATA, 12.9 KM (8.00 MI)
 AE1859'NORTH OF GEORGE, 3.2 KM (2.00 MI) EAST OF QUINCY AND ON A COUNTY ROAD
 AE1859'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES
 AE1859'28 AND 281 IN QUINCEY, GO EAST ON STATE ROUTE 28 FOR 3.2 KM (2.00 MI)
 AE1859'TO A CROSS ROAD.  TURN LEFT AND GO NORTH ON THE 0-NW ROAD FOR 0.80 KM
 AE1859'(0.50 MI) TO A SIDE ROAD RIGHT, ROAD 10.7-NW, THE RAILROAD TRACK AND
 AE1859'THE STATION.  THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AE1859'THAT IS FLUSH WITH THE GROUND SURFACE, IT IS APPROXIMATELY 1.5 M (4.9
 AE1859'FT) LOWER THAN 0-NW ROAD AND BELOW POWER LINES RUNNING EAST-WEST.  IT
 AE1859'IS 26.4 M (86.6 FT) NORTH OF THE CENTER OF ROAD 10.7-NW, 12.9 M (42.3
 AE1859'FT) SOUTH OF THE SOUTH RAIL OF THE BURLINGTON-NORTHERN RAILROAD TRACK,
 AE1859'10.7 M (35.1 FT) EAST OF THE CENTER OF ROAD 0-NW, 8.4 M (27.6 FT)
 AE1859'SOUTH-SOUTHEAST OF THE RAILROAD CROSSING SIGNAL BASE, 1.6 M (5.2 FT)
 AE1859'WEST OF A POWER POLE AND 0.9 M (3.0 FT) WEST OF A WITNESS POST.
 AE1859
 AE1859                          STATION RECOVERY (1998)
 AE1859
 AE1859'RECOVERY NOTE BY WA DEPT OF TRANSP 1998 (CSM)
 AE1859'THE STATION IS LOCATED APPROXIMATELY 27 MI (43.5 KM) SOUTHEAST OF
 AE1859'WENATCHEE 16.0 MI (25.7 KM) SOUTHWEST OF EPHRATA, 8.0 MI (12.9 KM)
 AE1859'NORTH OF GEORGE, 2.0 MI (3.2 KM) EAST OF QUINCY AND ON A COUNTY ROAD
 AE1859'RIGHT-OF-WAY.  TO REACH FROM THE JUNCTION OF STATE ROUTES 28 AND 281
 AE1859'IN QUINCY, GO EAST ON STATE ROUTE 28 FOR 2.0 MI (3.2 KM) TO A
 AE1859'CROSSROAD.  TURN LEFT AND GO NORTH (ON ROAD DESIGNATED AS 0-NW) FOR
 AE1859'0.5 MI (0.8 KM) TO A SIDE ROAD RIGHT (ROAD 10.7-NW) , A RAILROAD TRACK
 AE1859'AND THE STATION.  THE MARK IS A VERTICAL CONTROL DISK SET IN A ROUND
 AE1859'CONCRETE MONUMENT 6 CM BELOW GROUND LEVEL.  IT IS, 26.4 M (86.6 FT)
 AE1859'NORTH OF THE CENTER OF ROAD 10.7-NW, 12.9 M (42.3 FT) SOUTH OF THE
 AE1859'SOUTH RAIL OF THE BURLINGTON-NORTHERN RAILROAD TRACK, 10.7 M (35.1 FT)
 AE1859'EAST OF THE CENTER OF ROAD 0-NW, 8.4 M (27.6 FT) SOUTH-SOUTHEAST OF
 AE1859'THE RAILROAD CROSSING SIGNAL BASE, 1.6 M (5.2 FT) WEST OF A POWER
 AE1859'POLE, 0.9 M (3.0 FT) WEST OF A FIBERGLASS WITNESS POST AND 1.1 FT (0.3
 AE1859'M) WEST OF A METAL WITNESS POST.  RECOVERY BY V.C.  PICZAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0065 ***********************************************************************
 TR0065  DESIGNATION -  C 330
 TR0065  PID         -  TR0065
 TR0065  STATE/COUNTY-  WA/SKAGIT
 TR0065  USGS QUAD   -  BOW (1994)
 TR0065
 TR0065                         *CURRENT SURVEY CONTROL
 TR0065  ___________________________________________________________________
 TR0065* NAD 83(1986)-  48 34 30.     (N)    122 24 21.     (W)     SCALED    
 TR0065* NAVD 88     -         3.456  (meters)      11.34   (feet)  POSTED    
 TR0065  ___________________________________________________________________
 TR0065  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 TR0065  DYNAMIC HT  -           3.460 (meters)      11.35  (feet)  COMP
 TR0065  MODELED GRAV-     980,872.7   (mgal)                       NAVD 88
 TR0065
 TR0065  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TR0065
 TR0065.The horizontal coordinates were scaled from a topographic map and have
 TR0065.an estimated accuracy of +/- 6 seconds.
 TR0065
 TR0065.The orthometric height was determined by differential leveling
 TR0065.and adjusted by the National Geodetic Survey in 1992..
 TR0065.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TR0065.rate of 1.1 thru 2.0 mm/km.
 TR0065
 TR0065.The geoid height was determined by GEOID03.
 TR0065
 TR0065.The dynamic height is computed by dividing the NAVD 88
 TR0065.geopotential number by the normal gravity value computed on the
 TR0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0065.degrees latitude (g = 980.6199 gals.).
 TR0065
 TR0065.The modeled gravity was interpolated from observed gravity values.
 TR0065
 TR0065;                    North         East    Units  Estimated Accuracy
 TR0065;SPC WA N     -   176,300.      383,970.      MT  (+/- 180 meters Scaled)
 TR0065
 TR0065                          SUPERSEDED SURVEY CONTROL
 TR0065
 TR0065  NGVD 29 (??/??/92)    2.289  (m)            7.51   (f) ADJ UNCH    1 2
 TR0065
 TR0065.Superseded values are not recommended for survey control.
 TR0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0065.See file dsdata.txt to determine how the superseded data were derived.
 TR0065
 TR0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU438803(NAD 83)
 TR0065_MARKER: DB = BENCH MARK DISK
 TR0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0065_STAMPING: C 330 1952
 TR0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0065+STABILITY: SURFACE MOTION
 TR0065
 TR0065  HISTORY     - Date     Condition        Report By
 TR0065  HISTORY     - 1952     MONUMENTED       CGS
 TR0065  HISTORY     - 1973     MARK NOT FOUND   NGS
 TR0065
 TR0065                          STATION DESCRIPTION
 TR0065
 TR0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TR0065'8.2 MI NW FROM BURLINGTON.
 TR0065'8.2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TR0065'AT BURLINGTON, 9 1/2 POLES NORTHWEST OF MILEPOLE 80, AT A PRIVATE ROAD
 TR0065'CROSSING, 69 FEET SOUTH OF THE CENTER OF THE CROSSING, 52.6 FEET
 TR0065'SOUTHWEST OF THE SOUTHWEST RAIL 13 FEET SOUTHEAST OF THE CENTER LINE
 TR0065'OF THE ROAD, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT 6 1/2 FEET
 TR0065'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TR0065'0.3 FOOT ABOVE THE GROUND.
 TR0065
 TR0065                          STATION RECOVERY (1973)
 TR0065
 TR0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TR0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0092 ***********************************************************************
 TR0092  DESIGNATION -  C 331
 TR0092  PID         -  TR0092
 TR0092  STATE/COUNTY-  WA/SKAGIT
 TR0092  USGS QUAD   -  MOUNT VERNON (1981)
 TR0092
 TR0092                         *CURRENT SURVEY CONTROL
 TR0092  ___________________________________________________________________
 TR0092* NAD 83(1986)-  48 25 17.     (N)    122 20 08.     (W)     SCALED    
 TR0092* NAVD 88     -        10.518  (meters)      34.51   (feet)  ADJUSTED  
 TR0092  ___________________________________________________________________
 TR0092  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 TR0092  DYNAMIC HT  -          10.521 (meters)      34.52  (feet)  COMP
 TR0092  MODELED GRAV-     980,852.5   (mgal)                       NAVD 88
 TR0092
 TR0092  VERT ORDER  -  FIRST     CLASS I
 TR0092
 TR0092.The horizontal coordinates were scaled from a topographic map and have
 TR0092.an estimated accuracy of +/- 6 seconds.
 TR0092
 TR0092.The orthometric height was determined by differential leveling
 TR0092.and adjusted by the National Geodetic Survey in June 1991..
 TR0092.WARNING-Repeat measurements at this control monument indicate possible
 TR0092.vertical movement.
 TR0092
 TR0092.The geoid height was determined by GEOID03.
 TR0092
 TR0092.The dynamic height is computed by dividing the NAVD 88
 TR0092.geopotential number by the normal gravity value computed on the
 TR0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0092.degrees latitude (g = 980.6199 gals.).
 TR0092
 TR0092.The modeled gravity was interpolated from observed gravity values.
 TR0092
 TR0092;                    North         East    Units  Estimated Accuracy
 TR0092;SPC WA N     -   159,120.      388,820.      MT  (+/- 180 meters Scaled)
 TR0092
 TR0092                          SUPERSEDED SURVEY CONTROL
 TR0092
 TR0092  NGVD 29 (??/??/92)    9.355  (m)           30.69   (f) ADJ UNCH    1 1
 TR0092
 TR0092.Superseded values are not recommended for survey control.
 TR0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0092.See file dsdata.txt to determine how the superseded data were derived.
 TR0092
 TR0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU491633(NAD 83)
 TR0092_MARKER: DB = BENCH MARK DISK
 TR0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0092_SP_SET: WALL SUPPORT
 TR0092_STAMPING: C 331 1952
 TR0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0092
 TR0092  HISTORY     - Date     Condition        Report By
 TR0092  HISTORY     - 1952     MONUMENTED       CGS
 TR0092  HISTORY     - 1973     GOOD             NGS
 TR0092  HISTORY     - 1983     GOOD             USPSQD
 TR0092  HISTORY     - 1989     GOOD             USPSQD
 TR0092
 TR0092                          STATION DESCRIPTION
 TR0092
 TR0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0092'1.15 MI S FROM MOUNT VERNON.
 TR0092'1.15 MILES SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0092'STATION AT MOUNT VERNON, AT THE SECOND STREET OVERPASS, 6 1/2 RAILES
 TR0092'NORTH OF MILEPOST 68, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 TR0092'NORTH END OF THE 1ST CONCRETE WALL SUPPORT EAST OF THE MAIN TRACK, 2.1
 TR0092'FEET SOUTH OF THE NORTH END OF THE WALL, ABOUT 1 FOOT HIGHER THAN THE
 TR0092'GROUND, AND ABOUT 1/2 FOOT HIGHER THAN THE TRACK.  SEC 20, T 34N, R
 TR0092'4E.
 TR0092
 TR0092                          STATION RECOVERY (1983)
 TR0092
 TR0092'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0092'RECOVERED IN GOOD CONDITION.
 TR0092
 TR0092                          STATION RECOVERY (1989)
 TR0092
 TR0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (EF)
 TR0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0739 ***********************************************************************
 SA0739  DESIGNATION -  C 332
 SA0739  PID         -  SA0739
 SA0739  STATE/COUNTY-  WA/ADAMS
 SA0739  USGS QUAD   -  OTHELLO (1979)
 SA0739
 SA0739                         *CURRENT SURVEY CONTROL
 SA0739  ___________________________________________________________________
 SA0739* NAD 83(1986)-  46 45 37.     (N)    119 10 36.     (W)     SCALED    
 SA0739* NAVD 88     -       287.24   (+/-2cm)     942.4    (feet)  VERTCON   
 SA0739  ___________________________________________________________________
 SA0739  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 SA0739
 SA0739  VERT ORDER  -  ? (See Below)
 SA0739
 SA0739.The horizontal coordinates were scaled from a topographic map and have
 SA0739.an estimated accuracy of +/- 6 seconds.
 SA0739
 SA0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0739.The vertical order pertains to the NGVD 29 superseded value.
 SA0739
 SA0739.The geoid height was determined by GEOID03.
 SA0739
 SA0739;                    North         East    Units  Estimated Accuracy
 SA0739;SPC WA S     -   159,450.      601,080.      MT  (+/- 180 meters Scaled)
 SA0739
 SA0739                          SUPERSEDED SURVEY CONTROL
 SA0739
 SA0739  NGVD 29 (??/??/92)  286.128  (m)          938.74   (f) ADJ UNCH    ?  
 SA0739
 SA0739.Superseded values are not recommended for survey control.
 SA0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0739.See file dsdata.txt to determine how the superseded data were derived.
 SA0739
 SA0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM337808(NAD 83)
 SA0739_MARKER: DD = SURVEY DISK
 SA0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0739_STAMPING: C 332 1938
 SA0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0739+STABILITY: SURFACE MOTION
 SA0739
 SA0739  HISTORY     - Date     Condition        Report By
 SA0739  HISTORY     - 1938     MONUMENTED       BOR
 SA0739  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA0739
 SA0739                          STATION DESCRIPTION
 SA0739
 SA0739'DESCRIBED BY US BUREAU OF RECLAMATION 1938
 SA0739'4.5 MI S FROM OTHELLO.
 SA0739'4.5 MILES SOUTH ALONG A ROAD FROM OTHELLO, ADAMS COUNTY, 7.5 MILES
 SA0739'NORTH OF BENCH MARK K 32, 39 FEET WEST OF THE CENTER LINE OF THE ROAD,
 SA0739'NEAR LOCATION OF 1/4 SECTION CORNERS 28 AND 27, T. 15 N., R. 29 E.,
 SA0739'SET IN LINE WITH AN EAST-AND-WEST FENCE, AND 9 FEET SOUTHWEST OF A
 SA0739'FENCE CORNER.  A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK,
 SA0739'STAMPED C 332 1938 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SA0739'INCHES ABOVE GROUND.  NOTE-- IRRIGATION DITCH IN AREA.
 SA0739
 SA0739                          STATION RECOVERY (1967)
 SA0739
 SA0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1151 ***********************************************************************
 RZ1151  FBN         -  This is a Federal Base Network Control Station.
 RZ1151  DESIGNATION -  C 334
 RZ1151  PID         -  RZ1151
 RZ1151  STATE/COUNTY-  WA/GARFIELD
 RZ1151  USGS QUAD   -  POMEROY (1967)
 RZ1151
 RZ1151                         *CURRENT SURVEY CONTROL
 RZ1151  ___________________________________________________________________
 RZ1151* NAD 83(1998)-  46 29 08.59569(N)    117 34 09.18694(W)     ADJUSTED  
 RZ1151* NAVD 88     -       713.003  (meters)    2339.24   (feet)  ADJUSTED  
 RZ1151  ___________________________________________________________________
 RZ1151  X           -  -2,036,315.613 (meters)                     COMP
 RZ1151  Y           -  -3,900,214.514 (meters)                     COMP
 RZ1151  Z           -   4,603,090.909 (meters)                     COMP
 RZ1151  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 RZ1151  ELLIP HEIGHT-         693.95  (meters)          (03/21/00) GPS OBS
 RZ1151  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 RZ1151  DYNAMIC HT  -         712.973 (meters)    2339.15  (feet)  COMP
 RZ1151  MODELED GRAV-     980,548.9   (mgal)                       NAVD 88
 RZ1151
 RZ1151  HORZ ORDER  -  A
 RZ1151  VERT ORDER  -  SECOND    CLASS 0
 RZ1151  ELLP ORDER  -  THIRD     CLASS II
 RZ1151
 RZ1151.The horizontal coordinates were established by GPS observations
 RZ1151.and adjusted by the National Geodetic Survey in March 2000..
 RZ1151.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RZ1151.DATUM ITEM on the data sheet items page.
 RZ1151
 RZ1151.The orthometric height was determined by differential leveling
 RZ1151.and adjusted by the National Geodetic Survey in June 1991..
 RZ1151
 RZ1151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RZ1151
 RZ1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1151
 RZ1151.The ellipsoidal height was determined by GPS observations
 RZ1151.and is referenced to NAD 83.
 RZ1151
 RZ1151.The geoid height was determined by GEOID03.
 RZ1151
 RZ1151.The dynamic height is computed by dividing the NAVD 88
 RZ1151.geopotential number by the normal gravity value computed on the
 RZ1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1151.degrees latitude (g = 980.6199 gals.).
 RZ1151
 RZ1151.The modeled gravity was interpolated from observed gravity values.
 RZ1151
 RZ1151;                    North         East     Units Scale Factor Converg.
 RZ1151;SPC WA S     -   132,267.284   724,962.614   MT  0.99991610   +2 07 44.1
 RZ1151;SPC WA S     -   433,946.91  2,378,481.51   sFT  0.99991610   +2 07 44.1
 RZ1151;UTM  11      - 5,148,174.116   456,311.386   MT  0.99962346   -0 24 46.1
 RZ1151
 RZ1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1151!SPC WA S     -   0.99989123  x   0.99991610  =   0.99980734
 RZ1151!UTM  11      -   0.99989123  x   0.99962346  =   0.99951473
 RZ1151
 RZ1151                          SUPERSEDED SURVEY CONTROL
 RZ1151
 RZ1151  ELLIP H (11/01/99)  694.11   (m)                       GP(       ) 4 1
 RZ1151  NAD 83(1991)-  46 29 08.59448(N)    117 34 09.18743(W) AD(       ) B
 RZ1151  ELLIP H (05/29/91)  693.94   (m)                       GP(       ) 4 1
 RZ1151  NAVD 88 (11/01/99)  713.00   (m)         2339.2    (f) LEVELING    3  
 RZ1151  NGVD 29 (??/??/92)  712.022  (m)         2336.03   (f) ADJ UNCH    2 0
 RZ1151
 RZ1151.Superseded values are not recommended for survey control.
 RZ1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1151.See file dsdata.txt to determine how the superseded data were derived.
 RZ1151
 RZ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM5631148174(NAD 83)
 RZ1151_MARKER: DB = BENCH MARK DISK
 RZ1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1151_SP_SET: CONCRETE POST
 RZ1151_STAMPING: C 334 1952
 RZ1151_MARK LOGO: CGS   
 RZ1151_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1151+STABILITY: SURFACE MOTION
 RZ1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1151+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1998
 RZ1151
 RZ1151  HISTORY     - Date     Condition        Report By
 RZ1151  HISTORY     - 1952     MONUMENTED       CGS
 RZ1151  HISTORY     - 1959     GOOD             NGS
 RZ1151  HISTORY     - 19890516 GOOD             NGS
 RZ1151  HISTORY     - 19901207 GOOD
 RZ1151  HISTORY     - 19981008 GOOD             NGS
 RZ1151
 RZ1151                          STATION DESCRIPTION
 RZ1151
 RZ1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ1151'3.05 MI E FROM POMEROY.
 RZ1151'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 410 FROM THE COURTHOUSE AT
 RZ1151'POMEROY, THENCE 1.1 MILES EAST ALONG GOULD CITY-MAYVIEW ROAD, THENCE
 RZ1151'0.25 MILE EAST ALONG POMEROY HILL ROAD, AT THE ENTRANCE TO FERRELL AND
 RZ1151'SONS AIRPORT, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD, 114 FEET
 RZ1151'EAST OF THE SOUTHEAST CORNER OF THE WEST HANGAR, 97 FEET SOUTH OF THE
 RZ1151'CENTER LINE OF THE RUNWAY, 27 1/2 FEET WEST OF THE CENTER LINE OF THE
 RZ1151'ENTRANCE ROAD, 6.0 FEET NORTH OF THE CENTER OF THE WEST END OF A
 RZ1151'12-INCH PIPE CULVERT UNDER THE ENTRANCE ROAD, 1.5 FEET SOUTH OF A
 RZ1151'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 RZ1151'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RZ1151
 RZ1151                          STATION RECOVERY (1989)
 RZ1151
 RZ1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RZ1151'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST OF POMEROY, AT
 RZ1151'THE FERRELL AND SONS AIRPORT AND ON COUNTY ROAD RIGHT-OF-WAY.
 RZ1151'TO REACH FROM THE COURTHOUSE IN POMEROY, GO EAST ON US HIGHWAY 12 FOR
 RZ1151'2.74 KM (1.70 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON THE
 RZ1151'GOULD CITY-MAYVIEW ROAD FOR 1.77 KM (1.10 MI) TO A SIDE ROAD RIGHT.
 RZ1151'TURN RIGHT AND GO EAST ON THE POMEROY HILL ROAD FOR 0.42 KM
 RZ1151'(0.26 MI) TO THE STATION ON THE LEFT.
 RZ1151'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 RZ1151'WITH THE GROUND SURFACE.  IT IS 34.8 M (114.2 FT) EAST OF THE
 RZ1151'SOUTHEAST CORNER OF THE HANGAR, 29.6 M (97.1 FT) SOUTH OF THE CENTER
 RZ1151'OF THE RUNWAY, 8.2 M (26.9 FT) WEST OF THE CENTER OF THE AIRPORT
 RZ1151'ENTRANCE ROAD AND 6.7 M (22.0 FT) NORTH OF THE CENTER OF THE POMEROY
 RZ1151'HILL ROAD.
 RZ1151
 RZ1151                          STATION RECOVERY (1990)
 RZ1151
 RZ1151'RECOVERED 1990
 RZ1151'RECOVERED IN GOOD CONDITION.
 RZ1151
 RZ1151                          STATION RECOVERY (1998)
 RZ1151
 RZ1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 RZ1151'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE STATION IS
 RZ1151'LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF POMEROY ON THE NORTH SIDE
 RZ1151'OF A COUNTY GRAVEL ROAD AT THE ENTRANCE TO AN OLD METAL HANGAR
 RZ1151'BUILDING WHICH IS NOW USED TO HOUSE FARM TRACTORS AND EQUIPMENT,
 RZ1151'FORMERLY THE GROUNDS OF FERREL AND SONS AIRPOPRT.  OWNERSHIP --
 RZ1151'WASHINGTON STATE DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 RZ1151'FROM THE GARFIELD COUNTY COURT HOUSE LOCATED AT THE INTERSECTION OF
 RZ1151'STATE HIGHWAY 12 (MAIN STREET) AND 8TH STREET IN THE CENTER OF
 RZ1151'POMEROY, GO EAST ON HIGHWAY 12 FOR 1.70 MI (2.74 KM) TO MARYVIEW ROAD
 RZ1151'ON THE LEFT.  TURN LEFT AND GO NORTH ON MARYVIEW ROAD FOR 1.1 MI (1.8
 RZ1151'KM) TO THE INTERSECTION OF A GRAVELLED COUNTY ROAD.  TURN RIGHT AND GO
 RZ1151'EAST ON THE COUNTY ROAD FOR 0.25 MI (0.40 KM) TO A GRAVEL ENTRANCE
 RZ1151'ROAD LEADING NORTHEAST INTO A STORAGE AREA FOR FARM EQUIPMENT AND THE
 RZ1151'STATION.  THE STATION MARK IS A COAST AND GEODETIC SURVEY BENCH MARK
 RZ1151'DISK SET IN THE TOP OF A 30 CM DIAM ROUND CONCRETE POST PROJECTING 12
 RZ1151'CM ABOVE GROUND LEVEL AND ABOUT 30 CM ABOVE THE LEVEL OF THE COUNTY
 RZ1151'ROAD.  IT IS, 26.06 M (85.50 FT) WEST FROM THE SOUTHWEST CORNER OF A
 RZ1151'SMALL WOODEN STORAGE BUILDING WITH A WOODEN DECK ELEVATED 1.07 M (3.51
 RZ1151'FT) ABOVE THE GROUND, 8.23 M (27.00 FT) WEST FROM THE CENTER OF THE
 RZ1151'GRAVEL ENTRANCE ROAD, 6.86 M (22.51 FT) NORTH FROM THE CENTER OF THE
 RZ1151'COUNTY ROAD, 1.52 M (4.99 FT) WEST FROM A POWER POLE ON THE WEST SIDE
 RZ1151'OF THE GRAVEL ENTRANCE ROAD NUMBERED PPL-1242-PPL-280070 AND 0.43 M
 RZ1151'(1.41 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY
 RZ1151'MAXWELL L.  MCCREADY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0718 ***********************************************************************
 RZ0718  DESIGNATION -  C 335
 RZ0718  PID         -  RZ0718
 RZ0718  STATE/COUNTY-  WA/WHITMAN
 RZ0718  USGS QUAD   -  ALMOTA (1975)
 RZ0718
 RZ0718                         *CURRENT SURVEY CONTROL
 RZ0718  ___________________________________________________________________
 RZ0718* NAD 83(1986)-  46 43 40.     (N)    117 29 17.     (W)     SCALED    
 RZ0718* NAVD 88     -       512.431  (meters)    1681.20   (feet)  ADJUSTED  
 RZ0718  ___________________________________________________________________
 RZ0718  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 RZ0718  DYNAMIC HT  -         512.412 (meters)    1681.14  (feet)  COMP
 RZ0718  MODELED GRAV-     980,561.2   (mgal)                       NAVD 88
 RZ0718
 RZ0718  VERT ORDER  -  SECOND    CLASS 0
 RZ0718
 RZ0718.The horizontal coordinates were scaled from a topographic map and have
 RZ0718.an estimated accuracy of +/- 6 seconds.
 RZ0718
 RZ0718.The orthometric height was determined by differential leveling
 RZ0718.and adjusted by the National Geodetic Survey in June 1991..
 RZ0718
 RZ0718.The geoid height was determined by GEOID03.
 RZ0718
 RZ0718.The dynamic height is computed by dividing the NAVD 88
 RZ0718.geopotential number by the normal gravity value computed on the
 RZ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0718.degrees latitude (g = 980.6199 gals.).
 RZ0718
 RZ0718.The modeled gravity was interpolated from observed gravity values.
 RZ0718
 RZ0718;                    North         East    Units  Estimated Accuracy
 RZ0718;SPC WA S     -   159,390.      730,160.      MT  (+/- 180 meters Scaled)
 RZ0718
 RZ0718                          SUPERSEDED SURVEY CONTROL
 RZ0718
 RZ0718  NGVD 29 (??/??/92)  511.419  (m)         1677.88   (f) ADJ UNCH    2 0
 RZ0718
 RZ0718.Superseded values are not recommended for survey control.
 RZ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0718.See file dsdata.txt to determine how the superseded data were derived.
 RZ0718
 RZ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM627750(NAD 83)
 RZ0718_MARKER: DB = BENCH MARK DISK
 RZ0718_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0718_SP_SET: OUTCROP
 RZ0718_STAMPING: C 335 1952
 RZ0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0718+STABILITY: POSITION/ELEVATION WELL
 RZ0718
 RZ0718  HISTORY     - Date     Condition        Report By
 RZ0718  HISTORY     - 1952     MONUMENTED       CGS
 RZ0718  HISTORY     - 1970     GOOD             NGS
 RZ0718
 RZ0718                          STATION DESCRIPTION
 RZ0718
 RZ0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0718'3.8 MI N FROM ALMOTA.
 RZ0718'3.8 MILES NORTH ALONG A GRAVEL ROAD FROM THE CAMAS PRAIRIE RAILROAD
 RZ0718'STATION AT ALMOTA, ON THE SOUTH SLOPE OF A HILL, IN THE TOP OF A 2- X
 RZ0718'4-FOOT OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, 81 FEET SOUTHEAST
 RZ0718'OF THE NORTH END OF A DEEP FILL, 73 FEET EAST OF THE CENTER LINE OF
 RZ0718'THE ROAD, 47 FEET EAST OF A FENCE, 1.3 FEET NORTHEAST OF THE SOUTHWEST
 RZ0718'SIDE OF THE OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 RZ0718
 RZ0718                          STATION RECOVERY (1970)
 RZ0718
 RZ0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RZ0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0308 ***********************************************************************
 SA0308  DESIGNATION -  C 336
 SA0308  PID         -  SA0308
 SA0308  STATE/COUNTY-  WA/WALLA WALLA
 SA0308  USGS QUAD   -  WALLULA (1992)
 SA0308
 SA0308                         *CURRENT SURVEY CONTROL
 SA0308  ___________________________________________________________________
 SA0308* NAD 83(1986)-  46 05 52.     (N)    118 54 47.     (W)     SCALED    
 SA0308* NAVD 88     -       110.260  (meters)     361.74   (feet)  ADJUSTED  
 SA0308  ___________________________________________________________________
 SA0308  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SA0308  DYNAMIC HT  -         110.262 (meters)     361.75  (feet)  COMP
 SA0308  MODELED GRAV-     980,631.2   (mgal)                       NAVD 88
 SA0308
 SA0308  VERT ORDER  -  FIRST     CLASS II
 SA0308
 SA0308.The horizontal coordinates were scaled from a topographic map and have
 SA0308.an estimated accuracy of +/- 6 seconds.
 SA0308
 SA0308.The orthometric height was determined by differential leveling
 SA0308.and adjusted by the National Geodetic Survey in June 1991..
 SA0308
 SA0308.The geoid height was determined by GEOID03.
 SA0308
 SA0308.The dynamic height is computed by dividing the NAVD 88
 SA0308.geopotential number by the normal gravity value computed on the
 SA0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0308.degrees latitude (g = 980.6199 gals.).
 SA0308
 SA0308.The modeled gravity was interpolated from observed gravity values.
 SA0308
 SA0308;                    North         East    Units  Estimated Accuracy
 SA0308;SPC WA S     -    86,200.      622,700.      MT  (+/- 180 meters Scaled)
 SA0308
 SA0308                          SUPERSEDED SURVEY CONTROL
 SA0308
 SA0308  NGVD 29 (??/??/92)  109.250  (m)          358.43   (f) ADJ UNCH    1 2
 SA0308
 SA0308.Superseded values are not recommended for survey control.
 SA0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0308.See file dsdata.txt to determine how the superseded data were derived.
 SA0308
 SA0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM521066(NAD 83)
 SA0308_MARKER: DD = SURVEY DISK
 SA0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0308_STAMPING: C 336 1951
 SA0308_MARK LOGO: USE   
 SA0308_PROJECTION: RECESSED 10 CENTIMETERS
 SA0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0308+STABILITY: SURFACE MOTION
 SA0308
 SA0308  HISTORY     - Date     Condition        Report By
 SA0308  HISTORY     - 1951     MONUMENTED       DOD
 SA0308  HISTORY     - 1951     GOOD             CGS
 SA0308  HISTORY     - 1981     GOOD             NGS
 SA0308  HISTORY     - 20040313 GOOD             GEOCAC
 SA0308
 SA0308                          STATION DESCRIPTION
 SA0308
 SA0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 SA0308'2.6 MI NW FROM WALULLA.
 SA0308'2.6 MILES NORTHWEST ALONG THE U. S. HIGHWAY 410 FROM THE OLD CONCRETE
 SA0308'BRIDGE OVER THE WALLA WALLA RIVER AT WALULLA, NEAR AN OLD SAND
 SA0308'UNLOADING RAMP, 204.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SA0308'HIGHWAY, 162 FEET NORTH OF THE RAMP, 42 FEET WEST OF THE CENTER LINE
 SA0308'OF ACCESS ROAD TO THE RAMP, 3.1 FEET SOUTHEAST OF A WITNESS POST, AND
 SA0308'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND
 SA0308'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 SA0308
 SA0308                          STATION RECOVERY (1981)
 SA0308
 SA0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0308'1.3 KM (0.8 MI) NORTH ALONG US HIGHWAY 12 AND 395 FROM THE NORTH T
 SA0308'JUNCTION OF WALLULA ROAD AT WALLULA, SET ON THE WEST BANK OF A BROAD
 SA0308'LOW SLOPEING HILL, 0.2 KM (0.1 MI) SOUTH ACROSS THE TRACKS FROM THE
 SA0308'NORTHERN PACIFIC RAILROAD STATION, 0.5 KM (0.3 MI) NORTH OF HIGHWAY
 SA0308'MILEPOST 305, 72.5 METERS (236 FT) WEST OF THE CENTERLINE OF THE
 SA0308'HIGHWAY, 38.0 METERS (123.0 FT) WEST OF THE FIRST POWER POLE NUMBER
 SA0308'108202 SOUTH OF A POWER LINE T JUNCTION POLE, 33.3 METERS (109.3 FT)
 SA0308'SOUTHEAST OF THE THIRD TELEPHONE POLE SOUTH OF A DOUBLE TELEPHONE POLE
 SA0308'STRUCTURE, 17.3 METERS (57.0 FT) NORTHEAST OF THE FOURTH TELEPHONE
 SA0308'POLE NUMBER 30LC SOUTH OF THE DOUBLE TELEPHONE POLE STRUCTURE, 32.1
 SA0308'METERS (105.3 FT) EAST OF THE EAST RAIL OF THE EAST ONE OF FOUR SETS
 SA0308'OF RAIL ROAD TRACKS, 1.3 METERS (4.3 FT) SOUTH OF A WOODEN WITNESS
 SA0308'POST.
 SA0308'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 SA0308'THE MARK IS 1.2 M ABOVE THE TRACKS.
 SA0308
 SA0308                          STATION RECOVERY (2004)
 SA0308
 SA0308'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB0717 ***********************************************************************
 RB0717  DESIGNATION -  C 338
 RB0717  PID         -  RB0717
 RB0717  STATE/COUNTY-  WA/BENTON
 RB0717  USGS QUAD   -  JUNIPER (1993)
 RB0717
 RB0717                         *CURRENT SURVEY CONTROL
 RB0717  ___________________________________________________________________
 RB0717* NAD 83(1986)-  45 56 42.     (N)    119 06 32.     (W)     SCALED    
 RB0717* NAVD 88     -       108.545  (meters)     356.12   (feet)  ADJUSTED  
 RB0717  ___________________________________________________________________
 RB0717  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 RB0717  DYNAMIC HT  -         108.544 (meters)     356.11  (feet)  COMP
 RB0717  MODELED GRAV-     980,606.0   (mgal)                       NAVD 88
 RB0717
 RB0717  VERT ORDER  -  FIRST     CLASS II
 RB0717
 RB0717.The horizontal coordinates were scaled from a topographic map and have
 RB0717.an estimated accuracy of +/- 6 seconds.
 RB0717
 RB0717.The orthometric height was determined by differential leveling
 RB0717.and adjusted by the National Geodetic Survey in June 1991..
 RB0717
 RB0717.The geoid height was determined by GEOID03.
 RB0717
 RB0717.The dynamic height is computed by dividing the NAVD 88
 RB0717.geopotential number by the normal gravity value computed on the
 RB0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0717.degrees latitude (g = 980.6199 gals.).
 RB0717
 RB0717.The modeled gravity was interpolated from observed gravity values.
 RB0717
 RB0717;                    North         East    Units  Estimated Accuracy
 RB0717;SPC WA S     -    68,940.      607,860.      MT  (+/- 180 meters Scaled)
 RB0717
 RB0717                          SUPERSEDED SURVEY CONTROL
 RB0717
 RB0717  NGVD 29 (??/??/92)  107.542  (m)          352.83   (f) ADJ UNCH    1 2
 RB0717
 RB0717.Superseded values are not recommended for survey control.
 RB0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0717.See file dsdata.txt to determine how the superseded data were derived.
 RB0717
 RB0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL365900(NAD 83)
 RB0717_MARKER: DD = SURVEY DISK
 RB0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0717_SP_SET: CULVERT
 RB0717_STAMPING: C 338
 RB0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0717
 RB0717  HISTORY     - Date     Condition        Report By
 RB0717  HISTORY     - UNK      MONUMENTED       DOD
 RB0717  HISTORY     - 1951     GOOD             NGS
 RB0717
 RB0717                          STATION DESCRIPTION
 RB0717
 RB0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0717'2.2 MI E FROM BERRIAN.
 RB0717'2.2 MILES EAST ALONG THE REALIGNED SPOKANE, PORTLAND AND SEATTLE
 RB0717'RAILWAY FROM BERRIAN, BENTON COUNTY, AT LARGE CONCRETE BRIDGE 204.8,
 RB0717'IN THE TOP OF THE SOUTHWEST END OF THE NORTHEAST CONCRETE WING WALL,
 RB0717'16.5 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1 FOOT LOWER THAN
 RB0717'THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED C
 RB0717'338.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0529 ***********************************************************************
 SW0529  DESIGNATION -  C 34
 SW0529  PID         -  SW0529
 SW0529  STATE/COUNTY-  WA/GRANT
 SW0529  USGS QUAD   -  SIELER (1978)
 SW0529
 SW0529                         *CURRENT SURVEY CONTROL
 SW0529  ___________________________________________________________________
 SW0529* NAD 83(1986)-  47 06 51.     (N)    119 09 01.     (W)     SCALED    
 SW0529* NAVD 88     -       392.773  (meters)    1288.62   (feet)  ADJUSTED  
 SW0529  ___________________________________________________________________
 SW0529  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SW0529  DYNAMIC HT  -         392.799 (meters)    1288.71  (feet)  COMP
 SW0529  MODELED GRAV-     980,667.3   (mgal)                       NAVD 88
 SW0529
 SW0529  VERT ORDER  -  FIRST     CLASS II
 SW0529
 SW0529.The horizontal coordinates were scaled from a topographic map and have
 SW0529.an estimated accuracy of +/- 6 seconds.
 SW0529
 SW0529.The orthometric height was determined by differential leveling
 SW0529.and adjusted by the National Geodetic Survey in June 1991..
 SW0529
 SW0529.The geoid height was determined by GEOID03.
 SW0529
 SW0529.The dynamic height is computed by dividing the NAVD 88
 SW0529.geopotential number by the normal gravity value computed on the
 SW0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0529.degrees latitude (g = 980.6199 gals.).
 SW0529
 SW0529.The modeled gravity was interpolated from observed gravity values.
 SW0529
 SW0529;                    North         East    Units  Estimated Accuracy
 SW0529;SPC WA S     -   198,820.      602,430.      MT  (+/- 180 meters Scaled)
 SW0529
 SW0529                          SUPERSEDED SURVEY CONTROL
 SW0529
 SW0529  NGVD 29 (??/??/92)  391.636  (m)         1284.89   (f) ADJ UNCH    1 2
 SW0529
 SW0529.Superseded values are not recommended for survey control.
 SW0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0529.See file dsdata.txt to determine how the superseded data were derived.
 SW0529
 SW0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN368200(NAD 83)
 SW0529_MARKER: DB = BENCH MARK DISK
 SW0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0529_STAMPING: C 34 1933
 SW0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0529+STABILITY: SURFACE MOTION
 SW0529
 SW0529  HISTORY     - Date     Condition        Report By
 SW0529  HISTORY     - 1933     MONUMENTED       CGS
 SW0529  HISTORY     - 1955     MARK NOT FOUND   USGS
 SW0529
 SW0529                          STATION DESCRIPTION
 SW0529
 SW0529'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 SW0529'1.8 MI SE FROM WHEELER.
 SW0529'1.8 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM WHEELER,
 SW0529'GRANT COUNTY, 0.1 MILE SOUTH OF TWO OLD RANCH HOUSES, IN THE NORTHWEST
 SW0529'CORNER OF SEC. 26, ABOUT 100 FEET SOUTH OF A DIRT ROAD WHICH CROSSES
 SW0529'THE TRACK, 50 FEET SOUTH OF THE TRACK, AND 3 FEET NORTH OF THE FENCE
 SW0529'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0376 ***********************************************************************
 SA0376  DESIGNATION -  C 340
 SA0376  PID         -  SA0376
 SA0376  STATE/COUNTY-  WA/WALLA WALLA
 SA0376  USGS QUAD   -  WALLULA (1992)
 SA0376
 SA0376                         *CURRENT SURVEY CONTROL
 SA0376  ___________________________________________________________________
 SA0376* NAD 83(1986)-  46 01 23.     (N)    118 56 22.     (W)     SCALED    
 SA0376* NAVD 88     -       113.489  (meters)     372.34   (feet)  ADJUSTED  
 SA0376  ___________________________________________________________________
 SA0376  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SA0376  DYNAMIC HT  -         113.489 (meters)     372.34  (feet)  COMP
 SA0376  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 SA0376
 SA0376  VERT ORDER  -  FIRST     CLASS I
 SA0376
 SA0376.The horizontal coordinates were scaled from a topographic map and have
 SA0376.an estimated accuracy of +/- 6 seconds.
 SA0376
 SA0376.The orthometric height was determined by differential leveling
 SA0376.and adjusted by the National Geodetic Survey in June 1991..
 SA0376
 SA0376.The geoid height was determined by GEOID03.
 SA0376
 SA0376.The dynamic height is computed by dividing the NAVD 88
 SA0376.geopotential number by the normal gravity value computed on the
 SA0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0376.degrees latitude (g = 980.6199 gals.).
 SA0376
 SA0376.The modeled gravity was interpolated from observed gravity values.
 SA0376
 SA0376;                    North         East    Units  Estimated Accuracy
 SA0376;SPC WA S     -    77,860.      620,820.      MT  (+/- 180 meters Scaled)
 SA0376
 SA0376                          SUPERSEDED SURVEY CONTROL
 SA0376
 SA0376  NGVD 29 (??/??/92)  112.479  (m)          369.02   (f) ADJ UNCH    1 1
 SA0376
 SA0376.Superseded values are not recommended for survey control.
 SA0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0376.See file dsdata.txt to determine how the superseded data were derived.
 SA0376
 SA0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL498984(NAD 83)
 SA0376_MARKER: DB = BENCH MARK DISK
 SA0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0376_STAMPING: C 340 1951
 SA0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0376+STABILITY: SURFACE MOTION
 SA0376
 SA0376  HISTORY     - Date     Condition        Report By
 SA0376  HISTORY     - 1951     MONUMENTED       CGS
 SA0376  HISTORY     - 1968     GOOD             NGS
 SA0376  HISTORY     - 20031109 GOOD             GEOCAC
 SA0376
 SA0376                          STATION DESCRIPTION
 SA0376
 SA0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0376'3.65 MI SW FROM WALLULA JUNCTION.
 SA0376'3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 730 FROM THE STATE TRUCK
 SA0376'SCALES AT WALLULA JUNCTION, IN R31E T6N, SECTION 4, 0.4 MILE NORTHEAST
 SA0376'OF MILEPOST 2, 0.25 MILE NORTHEAST OF THE JUNCTION OF A ROAD TO PORT
 SA0376'KELLEY, AT THE CROSSING OF A POWER LINE, DIRECTLY OPPOSITE PORT KELLEY
 SA0376'GRAIN ELEVATORS, 51 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 SA0376'28 1/2 FEET SOUTHEAST OF POWER POLE 47 0631 045002, 2.0 FEET NORTHEAST
 SA0376'OF A TELEPHONE POLE, 2.1 FEET NORTHWEST OF A FENCE, 1.7 FEET NORTHEAST
 SA0376'OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET
 SA0376'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SA0376
 SA0376                          STATION RECOVERY (2003)
 SA0376
 SA0376'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0218 ***********************************************************************
 SA0218  DESIGNATION -  C 341
 SA0218  PID         -  SA0218
 SA0218  STATE/COUNTY-  WA/WALLA WALLA
 SA0218  USGS QUAD   -  HARSHA (1976)
 SA0218
 SA0218                         *CURRENT SURVEY CONTROL
 SA0218  ___________________________________________________________________
 SA0218* NAD 83(1986)-  46 17 57.     (N)    118 23 33.     (W)     SCALED    
 SA0218* NAVD 88     -       295.007  (meters)     967.87   (feet)  ADJUSTED  
 SA0218  ___________________________________________________________________
 SA0218  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 SA0218  DYNAMIC HT  -         295.000 (meters)     967.85  (feet)  COMP
 SA0218  MODELED GRAV-     980,581.5   (mgal)                       NAVD 88
 SA0218
 SA0218  VERT ORDER  -  SECOND    CLASS 0
 SA0218
 SA0218.The horizontal coordinates were scaled from a topographic map and have
 SA0218.an estimated accuracy of +/- 6 seconds.
 SA0218
 SA0218.The orthometric height was determined by differential leveling
 SA0218.and adjusted by the National Geodetic Survey in June 1991..
 SA0218
 SA0218.The geoid height was determined by GEOID03.
 SA0218
 SA0218.The dynamic height is computed by dividing the NAVD 88
 SA0218.geopotential number by the normal gravity value computed on the
 SA0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0218.degrees latitude (g = 980.6199 gals.).
 SA0218
 SA0218.The modeled gravity was interpolated from observed gravity values.
 SA0218
 SA0218;                    North         East    Units  Estimated Accuracy
 SA0218;SPC WA S     -   109,520.      662,340.      MT  (+/- 180 meters Scaled)
 SA0218
 SA0218                          SUPERSEDED SURVEY CONTROL
 SA0218
 SA0218  NGVD 29 (??/??/92)  294.039  (m)          964.69   (f) ADJ UNCH    2 0
 SA0218
 SA0218.Superseded values are not recommended for survey control.
 SA0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0218.See file dsdata.txt to determine how the superseded data were derived.
 SA0218
 SA0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM927282(NAD 83)
 SA0218_MARKER: DB = BENCH MARK DISK
 SA0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0218_STAMPING: C 341 1952
 SA0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0218+STABILITY: SURFACE MOTION
 SA0218
 SA0218  HISTORY     - Date     Condition        Report By
 SA0218  HISTORY     - 1952     MONUMENTED       CGS
 SA0218  HISTORY     - 1983     GOOD             NGS
 SA0218  HISTORY     - 20040307 GOOD             GEOCAC
 SA0218
 SA0218                          STATION DESCRIPTION
 SA0218
 SA0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SA0218'3.7 MI W FROM PRESCOTT.
 SA0218'1.3 MILES WEST ALONG STATE HIGHWAY 3 E FROM THE POST OFFICE AT
 SA0218'PRESCOTT, THENCE 2.4 MILES WEST ALONG STATE HIGHWAY 3D, 0.3 MILE WEST
 SA0218'OF THE T JUNCTION OF A GRAVEL ROAD LEADING NORTH, 99 FEET NORTHWEST OF
 SA0218'AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO. 304, 33 FEET NORTH OF
 SA0218'THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET EAST OF A POWER LINE POLE,
 SA0218'1.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE
 SA0218'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 SA0218'ABOVE THE GROUND.
 SA0218
 SA0218                          STATION RECOVERY (1983)
 SA0218
 SA0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SA0218'0.08 KM (0.05 MI) NORTH FROM THE POST OFFICE IN PRESCOTT THENCE 5.95
 SA0218'KM (3.7 MI) WEST ALONG STATE HIGHWAY 124 TO THE MARK ON THE RIGHT
 SA0218'10.7 M (35 FT) NORTH OF THE CENTER OF THE HIGHWAY 0.46 M (1.5 FT)
 SA0218'EAST OF A POWER POLE.
 SA0218
 SA0218                          STATION RECOVERY (2004)
 SA0218
 SA0218'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1239 ***********************************************************************
 RZ1239  DESIGNATION -  C 342
 RZ1239  PID         -  RZ1239
 RZ1239  STATE/COUNTY-  WA/GARFIELD
 RZ1239  USGS QUAD   -  DODGE (1981)
 RZ1239
 RZ1239                         *CURRENT SURVEY CONTROL
 RZ1239  ___________________________________________________________________
 RZ1239* NAD 83(1986)-  46 31 30.     (N)    117 47 02.     (W)     SCALED    
 RZ1239* NAVD 88     -       470.591  (meters)    1543.93   (feet)  POSTED    
 RZ1239  ___________________________________________________________________
 RZ1239  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 RZ1239  DYNAMIC HT  -         470.580 (meters)    1543.89  (feet)  COMP
 RZ1239  MODELED GRAV-     980,586.2   (mgal)                       NAVD 88
 RZ1239
 RZ1239  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RZ1239
 RZ1239.The horizontal coordinates were scaled from a topographic map and have
 RZ1239.an estimated accuracy of +/- 6 seconds.
 RZ1239
 RZ1239.The orthometric height was determined by differential leveling
 RZ1239.and adjusted by the National Geodetic Survey in 1992..
 RZ1239.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RZ1239.rate of 0.0 thru 1.0 mm/km.
 RZ1239
 RZ1239.The geoid height was determined by GEOID03.
 RZ1239
 RZ1239.The dynamic height is computed by dividing the NAVD 88
 RZ1239.geopotential number by the normal gravity value computed on the
 RZ1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1239.degrees latitude (g = 980.6199 gals.).
 RZ1239
 RZ1239.The modeled gravity was interpolated from observed gravity values.
 RZ1239
 RZ1239;                    North         East    Units  Estimated Accuracy
 RZ1239;SPC WA S     -   136,040.      708,340.      MT  (+/- 180 meters Scaled)
 RZ1239
 RZ1239                          SUPERSEDED SURVEY CONTROL
 RZ1239
 RZ1239  NGVD 29 (??/??/92)  469.625  (m)         1540.76   (f) ADJ UNCH    2 0
 RZ1239
 RZ1239.Superseded values are not recommended for survey control.
 RZ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1239.See file dsdata.txt to determine how the superseded data were derived.
 RZ1239
 RZ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM398526(NAD 83)
 RZ1239_MARKER: DB = BENCH MARK DISK
 RZ1239_SETTING: 80 = SET IN A BOULDER
 RZ1239_SP_SET: BOULDER
 RZ1239_STAMPING: C 342 1952
 RZ1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1239+STABILITY: SURFACE MOTION
 RZ1239
 RZ1239  HISTORY     - Date     Condition        Report By
 RZ1239  HISTORY     - 1952     MONUMENTED       CGS
 RZ1239  HISTORY     - 1963     GOOD             NGS
 RZ1239  HISTORY     - 1983     GOOD             NGS
 RZ1239
 RZ1239                          STATION DESCRIPTION
 RZ1239
 RZ1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RZ1239'2.0 MI NE FROM DODGE.
 RZ1239'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 295 FROM THE JUNCTION OF U.S.
 RZ1239'HIGHWAYS 295 AND 410 AT DODGE, THEN PACK EAST ON THE ABANDONED HIGHWAY
 RZ1239'FOR ABOUT 0.1 MILE TO THE BENCH MARK ON THE LEFT.  IT IS ABOUT 0.05
 RZ1239'MILE NORTHWEST OF A CONCRETE BOX CULVERT, 48 FEET NORTHEAST OF THE
 RZ1239'CENTER OF THE ABANDONED HIGHWAY, 2 1/2 FEET NORTHEAST OF A FENCE AND 1
 RZ1239'FOOT WEST OF A METAL WITNESS POST.  THE BOULDER PROJECTS 2 FEET AND IS
 RZ1239'5 FEET ABOVE THE LEVEL OF THE OLD ROAD.
 RZ1239
 RZ1239                          STATION RECOVERY (1983)
 RZ1239
 RZ1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RZ1239'3.22 KM (2.0 MI) NORTHEAST ALONG STATE HIGHWAY 127 FROM THE JUNCTION
 RZ1239'OF U.S. HIGHWAY 12 AT DODGE TO THE MARK ON THE RIGHT ABOUT 0.16 KM
 RZ1239'(0.1 MI) EAST OF THE HIGHWAY ALONG AN OLD ALIGNMENT OF THE HIGHWAY
 RZ1239'14.6 M (48 FT) NORTHEAST OF THE CENTER OF THE ROAD , 0.9 M (3 FT)
 RZ1239'EAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0272 ***********************************************************************
 TR0272  DESIGNATION -  C 343
 TR0272  PID         -  TR0272
 TR0272  STATE/COUNTY-  WA/SKAGIT
 TR0272  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0272
 TR0272                         *CURRENT SURVEY CONTROL
 TR0272  ___________________________________________________________________
 TR0272* NAD 83(1986)-  48 27 33.     (N)    122 34 54.     (W)     SCALED    
 TR0272* NAVD 88     -        29.997  (meters)      98.42   (feet)  ADJUSTED  
 TR0272  ___________________________________________________________________
 TR0272  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 TR0272  DYNAMIC HT  -          30.005 (meters)      98.44  (feet)  COMP
 TR0272  MODELED GRAV-     980,874.6   (mgal)                       NAVD 88
 TR0272
 TR0272  VERT ORDER  -  FIRST     CLASS II
 TR0272
 TR0272.The horizontal coordinates were scaled from a topographic map and have
 TR0272.an estimated accuracy of +/- 6 seconds.
 TR0272
 TR0272.The orthometric height was determined by differential leveling
 TR0272.and adjusted by the National Geodetic Survey in June 1991..
 TR0272
 TR0272.The geoid height was determined by GEOID03.
 TR0272
 TR0272.The dynamic height is computed by dividing the NAVD 88
 TR0272.geopotential number by the normal gravity value computed on the
 TR0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0272.degrees latitude (g = 980.6199 gals.).
 TR0272
 TR0272.The modeled gravity was interpolated from observed gravity values.
 TR0272
 TR0272;                    North         East    Units  Estimated Accuracy
 TR0272;SPC WA N     -   163,710.      370,710.      MT  (+/- 180 meters Scaled)
 TR0272
 TR0272                          SUPERSEDED SURVEY CONTROL
 TR0272
 TR0272  NGVD 29 (??/??/92)   28.842  (m)           94.63   (f) ADJ UNCH    1 2
 TR0272
 TR0272.Superseded values are not recommended for survey control.
 TR0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0272.See file dsdata.txt to determine how the superseded data were derived.
 TR0272
 TR0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU309674(NAD 83)
 TR0272_MARKER: DB = BENCH MARK DISK
 TR0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0272_STAMPING: C 343 1952
 TR0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0272+STABILITY: SURFACE MOTION
 TR0272
 TR0272  HISTORY     - Date     Condition        Report By
 TR0272  HISTORY     - 1952     MONUMENTED       CGS
 TR0272
 TR0272                          STATION DESCRIPTION
 TR0272
 TR0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TR0272'4.9 MI SE FROM ANACORTES.
 TR0272'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 TR0272'ANACORTES, THENCE 0.3 MILE SOUTH ALONG STATE HIGHWAY 1D, BETWEEN THE
 TR0272'HIGHWAY AND A PUGET SOUND POWER AND LIGHT COMPANY SUB-STATION, ABOUT
 TR0272'40 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE,
 TR0272'26.2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 21 1/2 FEET SOUTH OF
 TR0272'THE CENTER LINE OF A TRACK ROAD LEADING EAST TO THE SUB-STATION, 13.7
 TR0272'FEET WEST OF A 6-FOOT HIGH FENCE AROUND THE SUB-STATION, 5 1/2 FEET
 TR0272'SOUTH OF POWER LINE POLE NO. W I-07, 2 FEET SOUTH OF A WITNESS POST,
 TR0272'ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TR0272'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0679 ***********************************************************************
 RZ0679  DESIGNATION -  C 345
 RZ0679  PID         -  RZ0679
 RZ0679  STATE/COUNTY-  WA/WHITMAN
 RZ0679  USGS QUAD   -  COLTON (1975)
 RZ0679
 RZ0679                         *CURRENT SURVEY CONTROL
 RZ0679  ___________________________________________________________________
 RZ0679* NAD 83(1986)-  46 35 39.     (N)    117 13 47.     (W)     SCALED    
 RZ0679* NAVD 88     -       821.995  (meters)    2696.83   (feet)  ADJUSTED  
 RZ0679  ___________________________________________________________________
 RZ0679  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 RZ0679  DYNAMIC HT  -         821.929 (meters)    2696.61  (feet)  COMP
 RZ0679  MODELED GRAV-     980,506.6   (mgal)                       NAVD 88
 RZ0679
 RZ0679  VERT ORDER  -  SECOND    CLASS 0
 RZ0679
 RZ0679.The horizontal coordinates were scaled from a topographic map and have
 RZ0679.an estimated accuracy of +/- 6 seconds.
 RZ0679
 RZ0679.The orthometric height was determined by differential leveling
 RZ0679.and adjusted by the National Geodetic Survey in June 1991..
 RZ0679
 RZ0679.The geoid height was determined by GEOID03.
 RZ0679
 RZ0679.The dynamic height is computed by dividing the NAVD 88
 RZ0679.geopotential number by the normal gravity value computed on the
 RZ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0679.degrees latitude (g = 980.6199 gals.).
 RZ0679
 RZ0679.The modeled gravity was interpolated from observed gravity values.
 RZ0679
 RZ0679;                    North         East    Units  Estimated Accuracy
 RZ0679;SPC WA S     -   145,340.      750,510.      MT  (+/- 180 meters Scaled)
 RZ0679
 RZ0679                          SUPERSEDED SURVEY CONTROL
 RZ0679
 RZ0679  NGVD 29 (??/??/92)  820.928  (m)         2693.33   (f) ADJ UNCH    2 0
 RZ0679
 RZ0679.Superseded values are not recommended for survey control.
 RZ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0679.See file dsdata.txt to determine how the superseded data were derived.
 RZ0679
 RZ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM824600(NAD 83)
 RZ0679_MARKER: DB = BENCH MARK DISK
 RZ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0679_STAMPING: C 345 1952
 RZ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0679+STABILITY: SURFACE MOTION
 RZ0679
 RZ0679  HISTORY     - Date     Condition        Report By
 RZ0679  HISTORY     - 1952     MONUMENTED       CGS
 RZ0679
 RZ0679                          STATION DESCRIPTION
 RZ0679
 RZ0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0679'5.7 MI NW FROM COLTON.
 RZ0679'0.8 MILE NORTHWEST ALONG U. S. HIGHWAY 195 FROM THE SECURITY STATE
 RZ0679'BANK AT COLTON, THENCE 4.9 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.3
 RZ0679'MILE SOUTHEAST OF A LARGE FRAME HOUSE, 25 FEET NORTHEAST OF THE CENTER
 RZ0679'LINE OF THE ROAD, 2 1/2 FEET SOUTH OF POWER LINE POLE NO. 98 E 26, 1.7
 RZ0679'FEET SOUTHWEST OF A FENCE, 1.4 FEET NORTHWEST OF A WITNESS POST, ABOUT
 RZ0679'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RZ0679'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0771 ***********************************************************************
 SV0771  DESIGNATION -  C 35
 SV0771  PID         -  SV0771
 SV0771  STATE/COUNTY-  WA/SPOKANE
 SV0771  USGS QUAD   -  SPOKANE NE (1986)
 SV0771
 SV0771                         *CURRENT SURVEY CONTROL
 SV0771  ___________________________________________________________________
 SV0771* NAD 83(1986)-  47 39 26.     (N)    117 18 58.     (W)     SCALED    
 SV0771* NAVD 88     -       597.878  (meters)    1961.54   (feet)  ADJUSTED  
 SV0771  ___________________________________________________________________
 SV0771  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 SV0771  DYNAMIC HT  -         597.911 (meters)    1961.65  (feet)  COMP
 SV0771  MODELED GRAV-     980,648.5   (mgal)                       NAVD 88
 SV0771
 SV0771  VERT ORDER  -  FIRST     CLASS II
 SV0771
 SV0771.The horizontal coordinates were scaled from a topographic map and have
 SV0771.an estimated accuracy of +/- 6 seconds.
 SV0771
 SV0771.The orthometric height was determined by differential leveling
 SV0771.and adjusted by the National Geodetic Survey in June 1991..
 SV0771
 SV0771.The geoid height was determined by GEOID03.
 SV0771
 SV0771.The dynamic height is computed by dividing the NAVD 88
 SV0771.geopotential number by the normal gravity value computed on the
 SV0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0771.degrees latitude (g = 980.6199 gals.).
 SV0771
 SV0771.The modeled gravity was interpolated from observed gravity values.
 SV0771
 SV0771;                    North         East    Units  Estimated Accuracy
 SV0771;SPC WA N     -    79,110.      764,110.      MT  (+/- 180 meters Scaled)
 SV0771
 SV0771                          SUPERSEDED SURVEY CONTROL
 SV0771
 SV0771  NGVD 29 (??/??/92)  596.721  (m)         1957.74   (f) ADJ UNCH    1 2
 SV0771
 SV0771.Superseded values are not recommended for survey control.
 SV0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0771.See file dsdata.txt to determine how the superseded data were derived.
 SV0771
 SV0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN762782(NAD 83)
 SV0771_MARKER: DB = BENCH MARK DISK
 SV0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0771_STAMPING: C 35 1933
 SV0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0771+STABILITY: SURFACE MOTION
 SV0771
 SV0771  HISTORY     - Date     Condition        Report By
 SV0771  HISTORY     - 1933     MONUMENTED       CGS
 SV0771  HISTORY     - 1965     GOOD             NGS
 SV0771  HISTORY     - 1967     GOOD             NGS
 SV0771  HISTORY     - 1973     MARK NOT FOUND   USGS
 SV0771  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0771
 SV0771                          STATION DESCRIPTION
 SV0771
 SV0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0771'1.5 MI E FROM SPOKANE.
 SV0771'THE MARK IS UNDER THE NORTHERN EDGE OF A FILL WHICH FORMS A PRIVATE
 SV0771'ROAD AT THE NORTHWEST CORNER OF RIEGEL TRAILER SALES AT E. 6711
 SV0771'SPRAGUE AVE.  THE MARK IS COVERED WITH ABOUT 6 INCHES OF FILL.  IT IS
 SV0771'66 FEET SOUTHWEST OF THE DISHMAN ONE MILE SIGN ALONG THE RAILROAD, 45
 SV0771'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 8.7 FEET SOUTH-SOUTHWEST
 SV0771'OF A TELEGRAPH POLE AND A METAL WITNESS POST WAS SET 1 FOOT NORTH OF
 SV0771'THE MARK.
 SV0771
 SV0771                          STATION RECOVERY (1967)
 SV0771
 SV0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SV0771'RECOVERED IN GOOD CONDITION.
 SV0771
 SV0771                          STATION RECOVERY (1973)
 SV0771
 SV0771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV0771'MARK NOT FOUND.
 SV0771
 SV0771                          STATION RECOVERY (1980)
 SV0771
 SV0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0771'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THIS
 SV0771'AREA HAS BEEN GRADED FOR CONSTRUCTION, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0993 ***********************************************************************
 SY0993  DESIGNATION -  C 351
 SY0993  PID         -  SY0993
 SY0993  STATE/COUNTY-  WA/KITSAP
 SY0993  USGS QUAD   -  SUQUAMISH (1981)
 SY0993
 SY0993                         *CURRENT SURVEY CONTROL
 SY0993  ___________________________________________________________________
 SY0993* NAD 83(1986)-  47 42 55.     (N)    122 36 53.     (W)     SCALED    
 SY0993* NAVD 88     -        21.870  (meters)      71.75   (feet)  POSTED    
 SY0993  ___________________________________________________________________
 SY0993  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 SY0993  DYNAMIC HT  -          21.870 (meters)      71.75  (feet)  COMP
 SY0993  MODELED GRAV-     980,778.3   (mgal)                       NAVD 88
 SY0993
 SY0993  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0993
 SY0993.The horizontal coordinates were scaled from a topographic map and have
 SY0993.an estimated accuracy of +/- 6 seconds.
 SY0993
 SY0993.The orthometric height was determined by differential leveling
 SY0993.and adjusted by the National Geodetic Survey in 1992..
 SY0993.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0993.rate of 0.0 thru 1.0 mm/km.
 SY0993
 SY0993.The geoid height was determined by GEOID03.
 SY0993
 SY0993.The dynamic height is computed by dividing the NAVD 88
 SY0993.geopotential number by the normal gravity value computed on the
 SY0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0993.degrees latitude (g = 980.6199 gals.).
 SY0993
 SY0993.The modeled gravity was interpolated from observed gravity values.
 SY0993
 SY0993;                    North         East    Units  Estimated Accuracy
 SY0993;SPC WA N     -    81,070.      366,350.      MT  (+/- 180 meters Scaled)
 SY0993
 SY0993                          SUPERSEDED SURVEY CONTROL
 SY0993
 SY0993  NGVD 29 (??/??/??)   20.803  (m)           68.25   (f) ADJUSTED    1 2
 SY0993
 SY0993.Superseded values are not recommended for survey control.
 SY0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0993.See file dsdata.txt to determine how the superseded data were derived.
 SY0993
 SY0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET288847(NAD 83)
 SY0993_MARKER: DB = BENCH MARK DISK
 SY0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0993_STAMPING: C 351 1956
 SY0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0993+STABILITY: SURFACE MOTION
 SY0993
 SY0993  HISTORY     - Date     Condition        Report By
 SY0993  HISTORY     - 1956     MONUMENTED       CGS
 SY0993  HISTORY     - 1983     GOOD             LOCSUR
 SY0993
 SY0993                          STATION DESCRIPTION
 SY0993
 SY0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0993'1.8 MI SE FROM POULSBO.
 SY0993'0.1 MILE SOUTH ALONG 5TH AVENUE FROM THE POULSBO GRADE SCHOOL AT
 SY0993'POULSBO, THENCE 0.1 MILE EAST ALONG HOSTMARK STREET, THENCE 1.6 MILES
 SY0993'SOUTHEAST ALONG STATE HIGHWAY 21A.  IN R1E T26N S25, AT THE T JUNCTION
 SY0993'OF A PAVED ROAD LEADING SOUTH TO LEMOLO, 64 FEET NORTHWEST OF THE
 SY0993'CENTER LINE OF THE PAVED ROAD, 55 1/2 FEET SOUTHWEST OF THE CENTER
 SY0993'LINE OF THE HIGHWAY, 4 FEET NORTHEAST OF A POWER LINE POLE, 1.6 FEET
 SY0993'SOUTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET
 SY0993'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SY0993
 SY0993                          STATION RECOVERY (1983)
 SY0993
 SY0993'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SY0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0632 ***********************************************************************
 SY0632  DESIGNATION -  C 352 RESET 1958
 SY0632  PID         -  SY0632
 SY0632  STATE/COUNTY-  WA/KING
 SY0632  USGS QUAD   -  VASHON (1994)
 SY0632
 SY0632                         *CURRENT SURVEY CONTROL
 SY0632  ___________________________________________________________________
 SY0632* NAD 83(1986)-  47 29 52.     (N)    122 28 02.     (W)     SCALED    
 SY0632* NAVD 88     -       113.525  (meters)     372.46   (feet)  POSTED    
 SY0632  ___________________________________________________________________
 SY0632  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 SY0632  DYNAMIC HT  -         113.550 (meters)     372.54  (feet)  COMP
 SY0632  MODELED GRAV-     980,801.7   (mgal)                       NAVD 88
 SY0632
 SY0632  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0632
 SY0632.The horizontal coordinates were scaled from a topographic map and have
 SY0632.an estimated accuracy of +/- 6 seconds.
 SY0632
 SY0632.The orthometric height was determined by differential leveling
 SY0632.and adjusted by the National Geodetic Survey in 1992..
 SY0632.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0632.rate of 0.0 thru 1.0 mm/km.
 SY0632
 SY0632.The geoid height was determined by GEOID03.
 SY0632
 SY0632.The dynamic height is computed by dividing the NAVD 88
 SY0632.geopotential number by the normal gravity value computed on the
 SY0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0632.degrees latitude (g = 980.6199 gals.).
 SY0632
 SY0632.The modeled gravity was interpolated from observed gravity values.
 SY0632
 SY0632;                    North         East    Units  Estimated Accuracy
 SY0632;SPC WA N     -    56,650.      376,900.      MT  (+/- 180 meters Scaled)
 SY0632
 SY0632                          SUPERSEDED SURVEY CONTROL
 SY0632
 SY0632  NGVD 29 (??/??/??)  112.474  (m)          369.01   (f) ADJUSTED    1 2
 SY0632
 SY0632.Superseded values are not recommended for survey control.
 SY0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0632.See file dsdata.txt to determine how the superseded data were derived.
 SY0632
 SY0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET401606(NAD 83)
 SY0632_MARKER: DB = BENCH MARK DISK
 SY0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0632_STAMPING: A 352 RESET 1958
 SY0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0632+STABILITY: SURFACE MOTION
 SY0632
 SY0632  HISTORY     - Date     Condition        Report By
 SY0632  HISTORY     - 1958     MONUMENTED       CGS
 SY0632  HISTORY     - 1959     GOOD             CGS
 SY0632
 SY0632                          STATION DESCRIPTION
 SY0632
 SY0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0632'3.5 MI N FROM VASHON.
 SY0632'3.5 MILES NORTH ALONG A PAVED ROAD FROM THE VASHON ISLAND BRANCH OF
 SY0632'THE PEOPLES NATIONAL BANK OF WASHINGTON AT VASHON, 0.1 MILE SOUTHWEST
 SY0632'OF KING COUNTY FIRE STATION NO 13., 34 FEET EAST OF THE CENTER LINE OF
 SY0632'THE HIGHWAY, 78 FEET NORTH OF THE NORTH ONE OF TWO 10-INCH PINE TREES,
 SY0632'37 FEET NORTH OF A POWER POLE, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 SY0632'AT THE APPROXIMATE CENTER OF A 3-FOOT HIGH CUT BANK, ABOUT 3 FEET
 SY0632'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1075 ***********************************************************************
 RC1075  DESIGNATION -  C 354
 RC1075  PID         -  RC1075
 RC1075  STATE/COUNTY-  WA/KLICKITAT
 RC1075  USGS QUAD   -  NORTHWESTERN LAKE (1994)
 RC1075
 RC1075                         *CURRENT SURVEY CONTROL
 RC1075  ___________________________________________________________________
 RC1075* NAD 83(1986)-  45 45 54.     (N)    121 31 37.     (W)     SCALED    
 RC1075* NAVD 88     -       151.776  (meters)     497.95   (feet)  ADJUSTED  
 RC1075  ___________________________________________________________________
 RC1075  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 RC1075  DYNAMIC HT  -         151.772 (meters)     497.94  (feet)  COMP
 RC1075  MODELED GRAV-     980,588.8   (mgal)                       NAVD 88
 RC1075
 RC1075  VERT ORDER  -  SECOND    CLASS 0
 RC1075
 RC1075.The horizontal coordinates were scaled from a topographic map and have
 RC1075.an estimated accuracy of +/- 6 seconds.
 RC1075
 RC1075.The orthometric height was determined by differential leveling
 RC1075.and adjusted by the National Geodetic Survey in June 1991..
 RC1075
 RC1075.The geoid height was determined by GEOID03.
 RC1075
 RC1075.The dynamic height is computed by dividing the NAVD 88
 RC1075.geopotential number by the normal gravity value computed on the
 RC1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1075.degrees latitude (g = 980.6199 gals.).
 RC1075
 RC1075.The modeled gravity was interpolated from observed gravity values.
 RC1075
 RC1075;                    North         East    Units  Estimated Accuracy
 RC1075;SPC WA S     -    48,500.      420,110.      MT  (+/- 180 meters Scaled)
 RC1075
 RC1075                          SUPERSEDED SURVEY CONTROL
 RC1075
 RC1075  NGVD 29 (??/??/92)  150.75   (m)          494.6    (f) COMPUTED    2 0
 RC1075
 RC1075.Superseded values are not recommended for survey control.
 RC1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1075.See file dsdata.txt to determine how the superseded data were derived.
 RC1075
 RC1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR145689(NAD 83)
 RC1075_MARKER: DB = BENCH MARK DISK
 RC1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1075_STAMPING: C 354 1956
 RC1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1075+STABILITY: SURFACE MOTION
 RC1075
 RC1075  HISTORY     - Date     Condition        Report By
 RC1075  HISTORY     - 1956     MONUMENTED       CGS
 RC1075  HISTORY     - 1970     GOOD             NGS
 RC1075  HISTORY     - 19890902 GOOD             USPSQD
 RC1075
 RC1075                          STATION DESCRIPTION
 RC1075
 RC1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 RC1075'3.1 MI SW FROM HUSUM.
 RC1075'3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 8-D FROM THE CONCRETE BRIDGE
 RC1075'OVER RATTLESNAKE CREEK AT HUSUM, IN T3N R10E S11, 4.0 MILES NORTH OF
 RC1075'UNDERWOOD, 0.4 MILE SOUTHWEST OF THE PLEASANT VIEW SCHOOL, 116 FEET
 RC1075'SOUTH OF THE T JUNCTION OF A COUNTY GRADED ROAD LEADING WEST TO THE
 RC1075'PACIFIC POWER AND ELECTRIC COMPANY DAM, 36 FEET EAST OF THE CENTER
 RC1075'LINE OF THE HIGHWAY, 3 1/2 FEET NORTH OF A POWER LINE POLE WITH 2 GUY
 RC1075'WIRES AND SUPPORTING A TRANSFORMER, 2.0 FEET SOUTH OF A WITNESS POST,
 RC1075'ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RC1075'POST.
 RC1075
 RC1075                          STATION RECOVERY (1970)
 RC1075
 RC1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC1075'RECOVERED IN GOOD CONDITION.
 RC1075
 RC1075                          STATION RECOVERY (1989)
 RC1075
 RC1075'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 RC1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0911 ***********************************************************************
 SV0911  DESIGNATION -  C 355
 SV0911  PID         -  SV0911
 SV0911  STATE/COUNTY-  WA/LINCOLN
 SV0911  USGS QUAD   -  TYLER (1980)
 SV0911
 SV0911                         *CURRENT SURVEY CONTROL
 SV0911  ___________________________________________________________________
 SV0911* NAD 83(1986)-  47 22 59.     (N)    117 51 08.     (W)     SCALED    
 SV0911* NAVD 88     -       668.967  (meters)    2194.77   (feet)  ADJUSTED  
 SV0911  ___________________________________________________________________
 SV0911  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SV0911  DYNAMIC HT  -         668.982 (meters)    2194.82  (feet)  COMP
 SV0911  MODELED GRAV-     980,614.3   (mgal)                       NAVD 88
 SV0911
 SV0911  VERT ORDER  -  SECOND    CLASS 0
 SV0911
 SV0911.The horizontal coordinates were scaled from a topographic map and have
 SV0911.an estimated accuracy of +/- 6 seconds.
 SV0911
 SV0911.The orthometric height was determined by differential leveling
 SV0911.and adjusted by the National Geodetic Survey in June 1991..
 SV0911
 SV0911.The geoid height was determined by GEOID03.
 SV0911
 SV0911.The dynamic height is computed by dividing the NAVD 88
 SV0911.geopotential number by the normal gravity value computed on the
 SV0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0911.degrees latitude (g = 980.6199 gals.).
 SV0911
 SV0911.The modeled gravity was interpolated from observed gravity values.
 SV0911
 SV0911;                    North         East    Units  Estimated Accuracy
 SV0911;SPC WA N     -    46,950.      725,060.      MT  (+/- 180 meters Scaled)
 SV0911
 SV0911                          SUPERSEDED SURVEY CONTROL
 SV0911
 SV0911  NGVD 29 (??/??/92)  667.784  (m)         2190.89   (f) ADJ UNCH    2 0
 SV0911
 SV0911.Superseded values are not recommended for survey control.
 SV0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0911.See file dsdata.txt to determine how the superseded data were derived.
 SV0911
 SV0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN356480(NAD 83)
 SV0911_MARKER: DB = BENCH MARK DISK
 SV0911_SETTING: 66 = SET IN ROCK OUTCROP
 SV0911_SP_SET: BEDROCK
 SV0911_STAMPING: C 355 1957
 SV0911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0911+STABILITY: POSITION/ELEVATION WELL
 SV0911
 SV0911  HISTORY     - Date     Condition        Report By
 SV0911  HISTORY     - 1957     MONUMENTED       CGS
 SV0911  HISTORY     - 1965     GOOD             NGS
 SV0911
 SV0911                          STATION DESCRIPTION
 SV0911
 SV0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SV0911'5 MI SW FROM TYLER.
 SV0911'TO REACH FROM THE STORE AND POST OFFICE IN TYLER GO SOUTHWEST ON U.S.
 SV0911'HIGHWAYS 10 AND 395 FOR 4.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 SV0911'WEST FOR 0.4 MILE TO THE MARK ON THE RIGHT.  THE MARK IS CEMENTED IN A
 SV0911'DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE GROUND. IT
 SV0911'IS 20 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 15.6 EAST OF A
 SV0911'NORTH-SOUTH WIRE FENCE, AND 16 FEET NORTHWEST OF A WHITE WITNESS POST.
 SV0911
 SV0911                          STATION RECOVERY (1965)
 SV0911
 SV0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0270 ***********************************************************************
 SW0270  DESIGNATION -  C 356
 SW0270  PID         -  SW0270
 SW0270  STATE/COUNTY-  WA/ADAMS
 SW0270  USGS QUAD   -  REIMAN SW (1982)
 SW0270
 SW0270                         *CURRENT SURVEY CONTROL
 SW0270  ___________________________________________________________________
 SW0270* NAD 83(1986)-  47 05 18.     (N)    118 42 23.     (W)     SCALED    
 SW0270* NAVD 88     -       525.866  (meters)    1725.28   (feet)  ADJUSTED  
 SW0270  ___________________________________________________________________
 SW0270  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 SW0270  DYNAMIC HT  -         525.890 (meters)    1725.36  (feet)  COMP
 SW0270  MODELED GRAV-     980,641.6   (mgal)                       NAVD 88
 SW0270
 SW0270  VERT ORDER  -  SECOND    CLASS 0
 SW0270
 SW0270.The horizontal coordinates were scaled from a topographic map and have
 SW0270.an estimated accuracy of +/- 6 seconds.
 SW0270
 SW0270.The orthometric height was determined by differential leveling
 SW0270.and adjusted by the National Geodetic Survey in June 1991..
 SW0270
 SW0270.The geoid height was determined by GEOID03.
 SW0270
 SW0270.The dynamic height is computed by dividing the NAVD 88
 SW0270.geopotential number by the normal gravity value computed on the
 SW0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0270.degrees latitude (g = 980.6199 gals.).
 SW0270
 SW0270.The modeled gravity was interpolated from observed gravity values.
 SW0270
 SW0270;                    North         East    Units  Estimated Accuracy
 SW0270;SPC WA S     -   196,620.      636,170.      MT  (+/- 180 meters Scaled)
 SW0270
 SW0270                          SUPERSEDED SURVEY CONTROL
 SW0270
 SW0270  NGVD 29 (??/??/92)  524.728  (m)         1721.55   (f) ADJ UNCH    2 0
 SW0270
 SW0270.Superseded values are not recommended for survey control.
 SW0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0270.See file dsdata.txt to determine how the superseded data were derived.
 SW0270
 SW0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN704163(NAD 83)
 SW0270_MARKER: DB = BENCH MARK DISK
 SW0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0270_STAMPING: C 356 1957
 SW0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0270+STABILITY: SURFACE MOTION
 SW0270
 SW0270  HISTORY     - Date     Condition        Report By
 SW0270  HISTORY     - 1957     MONUMENTED       CGS
 SW0270  HISTORY     - 1967     GOOD             NGS
 SW0270  HISTORY     - 1980     GOOD             NGS
 SW0270
 SW0270                          STATION DESCRIPTION
 SW0270
 SW0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0270'15.4 MI W FROM RITZVILLE.
 SW0270'THE MARK IS 2.15 MILES WEST OF THE INTERSECTION OF U. S. HIGHWAY 10
 SW0270'AND STATE HIGHWAY 21 WHICH IS ABOUT 13 MILES WEST OF RITZVILLE, 35.5
 SW0270'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 10, 27 FEET WEST OF THE
 SW0270'CENTER OF A FIELD ENTRANCE, 100 YARDS EAST OF THE SOUTHWEST CORNER OF
 SW0270'A CULTIVATED FIELD ON A LONG WESTERN SLOPE AND ABOUT 3 FEET LOWER THAN
 SW0270'THE HIGHWAY.  A STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH
 SW0270'PROJECTS 1 INCH.
 SW0270
 SW0270                          STATION RECOVERY (1980)
 SW0270
 SW0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SW0270'6.3 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM ITS JUNCTION WITH
 SW0270'STATE HIGHWAY261 IN RITZVILLE THENCE 8.4 MILES WEST ALONG THE SOUTH
 SW0270'FRONTAGE ROAD (OLD HIGHWAY 10) TO THE JUNCTION OF STATE HIGHWAY 21,
 SW0270'THENCE WEST OF THE SOUTH FRONTAGE ROAD FOR 2.2 MILES TO THE MARK ON
 SW0270'THE RIGHT AT A FIELD ENTRANCE. 3.5 FEET NORTH OF THE CENTE OF THE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0604 ***********************************************************************
 SW0604  DESIGNATION -  C 357
 SW0604  PID         -  SW0604
 SW0604  STATE/COUNTY-  WA/GRANT
 SW0604  USGS QUAD   -  MAE (1978)
 SW0604
 SW0604                         *CURRENT SURVEY CONTROL
 SW0604  ___________________________________________________________________
 SW0604* NAD 83(1986)-  47 06 13.     (N)    119 30 03.     (W)     SCALED    
 SW0604* NAVD 88     -       373.446  (meters)    1225.21   (feet)  ADJUSTED  
 SW0604  ___________________________________________________________________
 SW0604  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 SW0604  DYNAMIC HT  -         373.474 (meters)    1225.31  (feet)  COMP
 SW0604  MODELED GRAV-     980,678.9   (mgal)                       NAVD 88
 SW0604
 SW0604  VERT ORDER  -  SECOND    CLASS 0
 SW0604
 SW0604.The horizontal coordinates were scaled from a topographic map and have
 SW0604.an estimated accuracy of +/- 6 seconds.
 SW0604
 SW0604.The orthometric height was determined by differential leveling
 SW0604.and adjusted by the National Geodetic Survey in June 1991..
 SW0604
 SW0604.The geoid height was determined by GEOID03.
 SW0604
 SW0604.The dynamic height is computed by dividing the NAVD 88
 SW0604.geopotential number by the normal gravity value computed on the
 SW0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0604.degrees latitude (g = 980.6199 gals.).
 SW0604
 SW0604.The modeled gravity was interpolated from observed gravity values.
 SW0604
 SW0604;                    North         East    Units  Estimated Accuracy
 SW0604;SPC WA S     -   197,250.      575,840.      MT  (+/- 180 meters Scaled)
 SW0604
 SW0604                          SUPERSEDED SURVEY CONTROL
 SW0604
 SW0604  NGVD 29 (??/??/92)  372.326  (m)         1221.54   (f) ADJ UNCH    2 0
 SW0604
 SW0604.Superseded values are not recommended for survey control.
 SW0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0604.See file dsdata.txt to determine how the superseded data were derived.
 SW0604
 SW0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN102197(NAD 83)
 SW0604_MARKER: DB = BENCH MARK DISK
 SW0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0604_STAMPING: C 357 1957
 SW0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0604+STABILITY: SURFACE MOTION
 SW0604
 SW0604  HISTORY     - Date     Condition        Report By
 SW0604  HISTORY     - 1957     MONUMENTED       CGS
 SW0604  HISTORY     - 1967     GOOD             NGS
 SW0604  HISTORY     - 1988     GOOD             USPSQD
 SW0604
 SW0604                          STATION DESCRIPTION
 SW0604
 SW0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0604'17.9 MI E FROM GEORGE.
 SW0604'THE MARK IS 2.7 MILES EAST OF THE DODSON ROAD OVERPASS, 0.45 MILE WEST
 SW0604'OF DIVISION ROAD, 98 FEET SOUTH OF THE CENTER OF THE EAST BOUND
 SW0604'TRAFFIC LANES OF INTERSTATE HIGHWAY 90, 70 FEET SOUTHWEST OF THE
 SW0604'HIGHEST POINT OF A 3 FOOT HIGH SANDY HUMP, 24 FEET NORTH OF THE
 SW0604'RIGHT-OF-WAY FENCE, A STANDARD DISK SET IN A SQUARE CONCRETE POST
 SW0604'WHICH PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF
 SW0604'THE MARK.
 SW0604
 SW0604                          STATION RECOVERY (1988)
 SW0604
 SW0604'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SW0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0271 ***********************************************************************
 SB0271  DESIGNATION -  C 358
 SB0271  PID         -  SB0271
 SB0271  STATE/COUNTY-  WA/KITTITAS
 SB0271  USGS QUAD   -  EAST KITTITAS (1953)
 SB0271
 SB0271                         *CURRENT SURVEY CONTROL
 SB0271  ___________________________________________________________________
 SB0271* NAD 83(1998)-  46 59 31.78504(N)    120 16 57.57872(W)     ADJUSTED  
 SB0271* NAVD 88     -       671.528  (meters)    2203.17   (feet)  ADJUSTED  
 SB0271  ___________________________________________________________________
 SB0271  X           -  -2,197,980.448 (meters)                     COMP
 SB0271  Y           -  -3,764,007.223 (meters)                     COMP
 SB0271  Z           -   4,641,646.783 (meters)                     COMP
 SB0271  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 SB0271  ELLIP HEIGHT-         651.29  (meters)          (07/05/01) GPS OBS
 SB0271  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 SB0271  DYNAMIC HT  -         671.516 (meters)    2203.13  (feet)  COMP
 SB0271  MODELED GRAV-     980,574.1   (mgal)                       NAVD 88
 SB0271
 SB0271  HORZ ORDER  -  FIRST
 SB0271  VERT ORDER  -  SECOND    CLASS 0
 SB0271  ELLP ORDER  -  FOURTH    CLASS II
 SB0271
 SB0271.The horizontal coordinates were established by GPS observations
 SB0271.and adjusted by the National Geodetic Survey in July 2001..
 SB0271.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB0271.DATUM ITEM on the data sheet items page.
 SB0271
 SB0271.The orthometric height was determined by differential leveling
 SB0271.and adjusted by the National Geodetic Survey in June 1991..
 SB0271.WARNING-GPS observations at this control monument resulted in a GPS
 SB0271.derived orthometric height which differed from the leveled height by
 SB0271.more than one decimeter (0.1 meter).
 SB0271
 SB0271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB0271
 SB0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0271
 SB0271.The ellipsoidal height was determined by GPS observations
 SB0271.and is referenced to NAD 83.
 SB0271
 SB0271.The geoid height was determined by GEOID03.
 SB0271
 SB0271.The dynamic height is computed by dividing the NAVD 88
 SB0271.geopotential number by the normal gravity value computed on the
 SB0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0271.degrees latitude (g = 980.6199 gals.).
 SB0271
 SB0271.The modeled gravity was interpolated from observed gravity values.
 SB0271
 SB0271;                    North         East     Units Scale Factor Converg.
 SB0271;SPC WA S     -   184,404.698   516,531.354   MT  0.99993982   +0 09 28.3
 SB0271;SPC WA S     -   605,001.08  1,694,653.28   sFT  0.99993982   +0 09 28.3
 SB0271;UTM  10      - 5,207,877.235   706,612.192   MT  1.00012469   +1 59 16.0
 SB0271
 SB0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0271!SPC WA S     -   0.99989792  x   0.99993982  =   0.99983775
 SB0271!UTM  10      -   0.99989792  x   1.00012469  =   1.00002260
 SB0271
 SB0271                          SUPERSEDED SURVEY CONTROL
 SB0271
 SB0271  NAD 83(1991)-  46 59 31.78416(N)    120 16 57.57913(W) AD(       ) 1
 SB0271  ELLIP H (06/21/95)  651.43   (m)                       GP(       ) 4 2
 SB0271  NAVD 88 (12/18/95)  671.53   (m)         2203.2    (f) LEVELING    3  
 SB0271  NGVD 29 (??/??/92)  670.384  (m)         2199.42   (f) ADJ UNCH    2 0
 SB0271
 SB0271.Superseded values are not recommended for survey control.
 SB0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0271.See file dsdata.txt to determine how the superseded data were derived.
 SB0271
 SB0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0661207877(NAD 83)
 SB0271_MARKER: DB = BENCH MARK DISK
 SB0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0271_STAMPING: C 358 1957
 SB0271_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SB0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0271+STABILITY: SURFACE MOTION
 SB0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0271+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1993
 SB0271
 SB0271  HISTORY     - Date     Condition        Report By
 SB0271  HISTORY     - 1957     MONUMENTED       CGS
 SB0271  HISTORY     - 19931212 GOOD             MSI
 SB0271
 SB0271                          STATION DESCRIPTION
 SB0271
 SB0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SB0271'12.5 MI E FROM ELLENSBURG.
 SB0271'0.3 MILE NORTH ON RUBY STREET FROM THE POST OFFICE IN ELLENSBURG,
 SB0271'THENCE 12.5 MILES EAST ALONG U.S. HIGHWAY 10, 47 FEET NORTH OF THE
 SB0271'CENTERLINE OF THE HIGHWAY, 3.6 FEET SOUTH OF A NORTH-SOUTH SECTION
 SB0271'LINE FENCE, 4 FEET EAST OF A WHITE WITNESS POST A 12 IN. SQUARE
 SB0271'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 SB0271
 SB0271                          STATION RECOVERY (1993)
 SB0271
 SB0271'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SB0271'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 SB0271'APPROXIMATELY 11.1 MI (17.9 KM) NORTHEAST OF THE VILLAGE OF THRALL AND
 SB0271'6.0 MI (9.7 KM) EAST OF THE TOWN OF KITTITAS. TO REACH THE STATION
 SB0271'FROM THE INTERSECTION OF NO. 81 ROAD AND KITTITAS HIGHWAY IN THE TOWN
 SB0271'OF KITTITAS, PROCEED NORTH ON NO. 81 ROAD FOR 1.0 MI (1.6 KM) TO THE
 SB0271'INTERSECTION WITH VANTAGE HIGHWAY. TURN RIGHT AND PROCEED EAST ON
 SB0271'VANTAGE HIGHWAY FOR 4.0 MI (6.4 KM) TO THE INTERSECTION WITH PARK
 SB0271'CREEK ROAD LEFT/RIGHT, AND VANTAGE HIGHWAY STRAIGHT AHEAD. PROCEED
 SB0271'STRAIGHT AHEAD AND CONTINUE EAST AND THEN SOUTHEAST ON VANTAGE HIGHWAY
 SB0271'FOR 2.2 MI (3.5 KM) TO THE STATION ON THE LEFT. THE STATION IS A US
 SB0271'COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED "C 358 1957", AND
 SB0271'SET IN THE TOP OF A ROUND CONCRETE MONUMENT AND PROJECTS 3 INCHES
 SB0271'ABOVE GROUND LEVEL. THE DISK IS LOCATED 3.6 FT (1.1 M) SOUTH OF
 SB0271'NORTH/SOUTH SECTION LINE FENCE, 47.0 FT (14.3 M) NORTH OF CENTERLINE
 SB0271'OF VANTAGE HIGHWAY, AND 2.0 FT (0.6 M) SOUTH OF A CORSONITE WITNESS
 SB0271'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0810 ***********************************************************************
 SV0810  DESIGNATION -  C 36
 SV0810  PID         -  SV0810
 SV0810  STATE/COUNTY-  WA/SPOKANE
 SV0810  USGS QUAD   -  LATAH (1980)
 SV0810
 SV0810                         *CURRENT SURVEY CONTROL
 SV0810  ___________________________________________________________________
 SV0810* NAD 83(1986)-  47 15 39.     (N)    117 08 11.     (W)     SCALED    
 SV0810* NAVD 88     -       749.431  (meters)    2458.76   (feet)  ADJUSTED  
 SV0810  ___________________________________________________________________
 SV0810  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 SV0810  DYNAMIC HT  -         749.424 (meters)    2458.74  (feet)  COMP
 SV0810  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 SV0810
 SV0810  VERT ORDER  -  FIRST     CLASS II
 SV0810
 SV0810.The horizontal coordinates were scaled from a topographic map and have
 SV0810.an estimated accuracy of +/- 6 seconds.
 SV0810
 SV0810.The orthometric height was determined by differential leveling
 SV0810.and adjusted by the National Geodetic Survey in June 1991..
 SV0810
 SV0810.The geoid height was determined by GEOID03.
 SV0810
 SV0810.The dynamic height is computed by dividing the NAVD 88
 SV0810.geopotential number by the normal gravity value computed on the
 SV0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0810.degrees latitude (g = 980.6199 gals.).
 SV0810
 SV0810.The modeled gravity was interpolated from observed gravity values.
 SV0810
 SV0810;                    North         East    Units  Estimated Accuracy
 SV0810;SPC WA N     -    35,720.      779,710.      MT  (+/- 180 meters Scaled)
 SV0810
 SV0810                          SUPERSEDED SURVEY CONTROL
 SV0810
 SV0810  NGVD 29 (??/??/92)  748.268  (m)         2454.94   (f) ADJ UNCH    1 2
 SV0810
 SV0810.Superseded values are not recommended for survey control.
 SV0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0810.See file dsdata.txt to determine how the superseded data were derived.
 SV0810
 SV0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN896341(NAD 83)
 SV0810_MARKER: DB = BENCH MARK DISK
 SV0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0810_STAMPING: C 36 1933
 SV0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0810+STABILITY: SURFACE MOTION
 SV0810
 SV0810  HISTORY     - Date     Condition        Report By
 SV0810  HISTORY     - 1933     MONUMENTED       CGS
 SV0810  HISTORY     - 1965     MARK NOT FOUND   NGS
 SV0810
 SV0810                          STATION DESCRIPTION
 SV0810
 SV0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SV0810'5.0 MI NW FROM TEKOA.
 SV0810'5.0 MILES NORTHWEST OF TEKOA DEPOT.  66 FEET EAST OF MILE POST 121. 45
 SV0810'FEET SOUTH OF THE CENTERLINE OF THE OREGON-WASHINGTON RAILROAD AND
 SV0810'NAVIGATION COMPANY RAILROAD.  42 FEET EAST OF FENCE CORNER AND 2 FEET
 SV0810'SOUTH OF THE FENCE LINE.
 SV0810
 SV0810                          STATION RECOVERY (1965)
 SV0810
 SV0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1011 ***********************************************************************
 RC1011  DESIGNATION -  C 362
 RC1011  PID         -  RC1011
 RC1011  STATE/COUNTY-  WA/KLICKITAT
 RC1011  USGS QUAD   -  THE DALLES NORTH (1994)
 RC1011
 RC1011                         *CURRENT SURVEY CONTROL
 RC1011  ___________________________________________________________________
 RC1011* NAD 83(1986)-  45 37 39.     (N)    121 11 32.     (W)     SCALED    
 RC1011* NAVD 88     -        42.982  (meters)     141.02   (feet)  ADJUSTED  
 RC1011  ___________________________________________________________________
 RC1011  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC1011  DYNAMIC HT  -          42.981 (meters)     141.01  (feet)  COMP
 RC1011  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 RC1011
 RC1011  VERT ORDER  -  FIRST     CLASS I
 RC1011
 RC1011.The horizontal coordinates were scaled from a topographic map and have
 RC1011.an estimated accuracy of +/- 6 seconds.
 RC1011
 RC1011.The orthometric height was determined by differential leveling
 RC1011.and adjusted by the National Geodetic Survey in June 1991..
 RC1011
 RC1011.The geoid height was determined by GEOID03.
 RC1011
 RC1011.The dynamic height is computed by dividing the NAVD 88
 RC1011.geopotential number by the normal gravity value computed on the
 RC1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1011.degrees latitude (g = 980.6199 gals.).
 RC1011
 RC1011.The modeled gravity was interpolated from observed gravity values.
 RC1011
 RC1011;                    North         East    Units  Estimated Accuracy
 RC1011;SPC WA S     -    32,930.      446,020.      MT  (+/- 180 meters Scaled)
 RC1011
 RC1011                          SUPERSEDED SURVEY CONTROL
 RC1011
 RC1011  NGVD 29 (??/??/92)   41.985  (m)          137.75   (f) ADJ UNCH    1 1
 RC1011
 RC1011.Superseded values are not recommended for survey control.
 RC1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1011.See file dsdata.txt to determine how the superseded data were derived.
 RC1011
 RC1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR409542(NAD 83)
 RC1011_MARKER: DB = BENCH MARK DISK
 RC1011_SETTING: 66 = SET IN ROCK OUTCROP
 RC1011_SP_SET: ROCK OUTCROP
 RC1011_STAMPING: C 362 1959
 RC1011_MARK LOGO: CGS   
 RC1011_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1011+STABILITY: POSITION/ELEVATION WELL
 RC1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC1011+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1998
 RC1011
 RC1011  HISTORY     - Date     Condition        Report By
 RC1011  HISTORY     - 1959     MONUMENTED       CGS
 RC1011  HISTORY     - 1968     GOOD             NGS
 RC1011  HISTORY     - 19980325 GOOD             NGS
 RC1011
 RC1011                          STATION DESCRIPTION
 RC1011
 RC1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1011'1.75 MI NW FROM NORTH DALLES.
 RC1011'1.75 MILES NORTHWEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RC1011'FROM THE STATION AT NORTH DALLES, IN R13E T2N, SECTION 28, 7 RAILS
 RC1011'SOUTH OF CULVERT 92.40, 6 1/2 RAILS SOUTH OF THE CROSSING OF A PRIVATE
 RC1011'ROAD TO A PUMPHOUSE, AT A DEEP CUT, IN THE TOP OF A LEDGE OF AN
 RC1011'OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 23 FEET EAST OF
 RC1011'THE EAST RAIL, ABOUT LEVEL WITH THE TRACK AND 1 FOOT ABOVE THE GROUND.
 RC1011
 RC1011                          STATION RECOVERY (1998)
 RC1011
 RC1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 RC1011'9.9 KM (6.15 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 RC1011'IN LYLE, THENCE 2.2 KM (1.35 MI) SOUTHERLY ALONG DALLESPORT ROAD,
 RC1011'THENCE 0.9 KM (0.55 MI) WESTERLY ALONG GARDEN LANE, NEAR THE CENTER OF
 RC1011'A 2 BY 4-FT LEDGE NEAR THE CENTER OF A 150.0 M (492.1 FT) RAILROAD
 RC1011'CUT, 77.3 M (253.6 FT) EAST OF THE LANE CENTER, 12.2 M (40.0 FT)
 RC1011'SOUTHEAST OF A RAILROAD SIGN (P-65 P-70) , 6.8 M (22.3 FT) EAST OF THE
 RC1011'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND 0.5 M (1.6 FT)
 RC1011'BELOW THE LEVEL OF THE TRACK.  NOTE--THE EDGE OF THE DISK HAS BEEN
 RC1011'LIFTED AND FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0126 ***********************************************************************
 TQ0126  DESIGNATION -  C 369
 TQ0126  PID         -  TQ0126
 TQ0126  STATE/COUNTY-  WA/WHATCOM
 TQ0126  USGS QUAD   -  SLATE PEAK (1963)
 TQ0126
 TQ0126                         *CURRENT SURVEY CONTROL
 TQ0126  ___________________________________________________________________
 TQ0126* NAD 83(1986)-  48 44 37.     (N)    120 42 27.     (W)     SCALED    
 TQ0126* NAVD 88     -      1464.870  (meters)    4805.99   (feet)  ADJUSTED  
 TQ0126  ___________________________________________________________________
 TQ0126  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 TQ0126  DYNAMIC HT  -        1464.807 (meters)    4805.79  (feet)  COMP
 TQ0126  MODELED GRAV-     980,515.7   (mgal)                       NAVD 88
 TQ0126
 TQ0126  VERT ORDER  -  FIRST     CLASS II
 TQ0126
 TQ0126.The horizontal coordinates were scaled from a topographic map and have
 TQ0126.an estimated accuracy of +/- 6 seconds.
 TQ0126
 TQ0126.The orthometric height was determined by differential leveling
 TQ0126.and adjusted by the National Geodetic Survey in June 1991..
 TQ0126
 TQ0126.The geoid height was determined by GEOID03.
 TQ0126
 TQ0126.The dynamic height is computed by dividing the NAVD 88
 TQ0126.geopotential number by the normal gravity value computed on the
 TQ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0126.degrees latitude (g = 980.6199 gals.).
 TQ0126
 TQ0126.The modeled gravity was interpolated from observed gravity values.
 TQ0126
 TQ0126;                    North         East    Units  Estimated Accuracy
 TQ0126;SPC WA N     -   193,870.      509,260.      MT  (+/- 180 meters Scaled)
 TQ0126
 TQ0126                          SUPERSEDED SURVEY CONTROL
 TQ0126
 TQ0126  NGVD 29 (??/??/92) 1463.509  (m)         4801.53   (f) ADJ UNCH    1 2
 TQ0126
 TQ0126.Superseded values are not recommended for survey control.
 TQ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0126.See file dsdata.txt to determine how the superseded data were derived.
 TQ0126
 TQ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV685014(NAD 83)
 TQ0126_MARKER: DB = BENCH MARK DISK
 TQ0126_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0126_SP_SET: ROCK CUT
 TQ0126_STAMPING: C 369 1958
 TQ0126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0126+STABILITY: POSITION/ELEVATION WELL
 TQ0126
 TQ0126  HISTORY     - Date     Condition        Report By
 TQ0126  HISTORY     - 1958     MONUMENTED       CGS
 TQ0126
 TQ0126                          STATION DESCRIPTION
 TQ0126
 TQ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0126'2.9 MI NW FROM HARTS PASS GUARD STA.
 TQ0126'2.9 MILES NORTHWEST ALONG A DIRT ROAD FROM THE GUARD STATION AT HARTS
 TQ0126'PASS, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 10 FEET NORTH OF
 TQ0126'THE CENTER LINE OF THE ROAD, 37 FEET EAST OF THE CENTER OF THE
 TQ0126'JUNCTION OF A DIRT ROAD NORTH TO THE WESTERN GOLD MINING COMPANY,
 TQ0126'ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND ABOUT 1 1/2 FEET ABOVE THE
 TQ0126'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0603 ***********************************************************************
 RZ0603  DESIGNATION -  C 37
 RZ0603  PID         -  RZ0603
 RZ0603  STATE/COUNTY-  WA/WHITMAN
 RZ0603  USGS QUAD   -  VIOLA (1964)
 RZ0603
 RZ0603                         *CURRENT SURVEY CONTROL
 RZ0603  ___________________________________________________________________
 RZ0603* NAD 83(1986)-  46 51 31.     (N)    117 06 21.     (W)     SCALED    
 RZ0603* NAVD 88     -       765.928  (meters)    2512.88   (feet)  ADJUSTED  
 RZ0603  ___________________________________________________________________
 RZ0603  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 RZ0603  DYNAMIC HT  -         765.877 (meters)    2512.71  (feet)  COMP
 RZ0603  MODELED GRAV-     980,522.2   (mgal)                       NAVD 88
 RZ0603
 RZ0603  VERT ORDER  -  FIRST     CLASS II
 RZ0603
 RZ0603.The horizontal coordinates were scaled from a topographic map and have
 RZ0603.an estimated accuracy of +/- 6 seconds.
 RZ0603
 RZ0603.The orthometric height was determined by differential leveling
 RZ0603.and adjusted by the National Geodetic Survey in June 1991..
 RZ0603
 RZ0603.The geoid height was determined by GEOID03.
 RZ0603
 RZ0603.The dynamic height is computed by dividing the NAVD 88
 RZ0603.geopotential number by the normal gravity value computed on the
 RZ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0603.degrees latitude (g = 980.6199 gals.).
 RZ0603
 RZ0603.The modeled gravity was interpolated from observed gravity values.
 RZ0603
 RZ0603;                    North         East    Units  Estimated Accuracy
 RZ0603;SPC WA S     -   175,100.      758,730.      MT  (+/- 180 meters Scaled)
 RZ0603
 RZ0603                          SUPERSEDED SURVEY CONTROL
 RZ0603
 RZ0603  NGVD 29 (??/??/92)  764.820  (m)         2509.25   (f) ADJ UNCH    1 2
 RZ0603
 RZ0603.Superseded values are not recommended for survey control.
 RZ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0603.See file dsdata.txt to determine how the superseded data were derived.
 RZ0603
 RZ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM919894(NAD 83)
 RZ0603_MARKER: DB = BENCH MARK DISK
 RZ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0603_STAMPING: C 37 1933
 RZ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0603+STABILITY: SURFACE MOTION
 RZ0603
 RZ0603  HISTORY     - Date     Condition        Report By
 RZ0603  HISTORY     - 1933     MONUMENTED       CGS
 RZ0603  HISTORY     - 1952     POOR             NGS
 RZ0603
 RZ0603                          STATION DESCRIPTION
 RZ0603
 RZ0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0603'4.4 MI SW FROM PALOUSE.
 RZ0603'4.4 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RZ0603'STATION AT PALOUSE, AT A DIRT ROAD CROSSING, AT THE NORTHWEST CORNER
 RZ0603'OF A CULTIVATED FIELD, 20 RAILS SOUTH OF THE SOUTH END OF BRIDGE NO.
 RZ0603'63, 42.4 FEET EAST OF THE EAST RAIL, 20 FEET SOUTH OF THE CENTER LINE
 RZ0603'OF THE ROAD, 1.1 FEET WEST OF A WITNESS POST, ABOUT 5 FEET LOWER THAN
 RZ0603'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 RZ0603'GROUND.  NOTE-- THE CONCRETE POST IS BROKEN AT ONE CORNER AND IT
 RZ0603'APPEARS TO HAVE BEEN HIT BY A HEAVY OBJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0210 ***********************************************************************
 TQ0210  DESIGNATION -  C 370
 TQ0210  PID         -  TQ0210
 TQ0210  STATE/COUNTY-  WA/WHATCOM
 TQ0210  USGS QUAD   -  ROSS DAM (1971)
 TQ0210
 TQ0210                         *CURRENT SURVEY CONTROL
 TQ0210  ___________________________________________________________________
 TQ0210* NAD 83(1986)-  48 43 56.     (N)    121 03 49.     (W)     SCALED    
 TQ0210* NAVD 88     -       535.088  (meters)    1755.53   (feet)  ADJUSTED  
 TQ0210  ___________________________________________________________________
 TQ0210  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 TQ0210  DYNAMIC HT  -         535.152 (meters)    1755.74  (feet)  COMP
 TQ0210  MODELED GRAV-     980,714.0   (mgal)                       NAVD 88
 TQ0210
 TQ0210  VERT ORDER  -  FIRST     CLASS II
 TQ0210
 TQ0210.The horizontal coordinates were scaled from a topographic map and have
 TQ0210.an estimated accuracy of +/- 6 seconds.
 TQ0210
 TQ0210.The orthometric height was determined by differential leveling
 TQ0210.and adjusted by the National Geodetic Survey in June 1991..
 TQ0210
 TQ0210.The geoid height was determined by GEOID03.
 TQ0210
 TQ0210.The dynamic height is computed by dividing the NAVD 88
 TQ0210.geopotential number by the normal gravity value computed on the
 TQ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0210.degrees latitude (g = 980.6199 gals.).
 TQ0210
 TQ0210.The modeled gravity was interpolated from observed gravity values.
 TQ0210
 TQ0210;                    North         East    Units  Estimated Accuracy
 TQ0210;SPC WA N     -   192,630.      483,060.      MT  (+/- 180 meters Scaled)
 TQ0210
 TQ0210                          SUPERSEDED SURVEY CONTROL
 TQ0210
 TQ0210  NGVD 29 (??/??/92)  533.862  (m)         1751.51   (f) ADJ UNCH    1 2
 TQ0210
 TQ0210.Superseded values are not recommended for survey control.
 TQ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0210.See file dsdata.txt to determine how the superseded data were derived.
 TQ0210
 TQ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU423994(NAD 83)
 TQ0210_MARKER: DB = BENCH MARK DISK
 TQ0210_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0210_SP_SET: ROCK OUTCROP
 TQ0210_STAMPING: C 370 1958
 TQ0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0210+STABILITY: POSITION/ELEVATION WELL
 TQ0210
 TQ0210  HISTORY     - Date     Condition        Report By
 TQ0210  HISTORY     - 1958     MONUMENTED       CGS
 TQ0210
 TQ0210                          STATION DESCRIPTION
 TQ0210
 TQ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0210'0.3 MI SE FROM ROSS DAM.
 TQ0210'0.3 MILE SOUTHEAST ALONG RUBY CREEK TRAIL FROM THE SOUTHEAST END OF
 TQ0210'ROSS DAM, IN THE TOP OF A GRANITE OUTCROP, 31 FEET WEST OF THE CENTER
 TQ0210'OF THE TRAIL, 19 FEET NORTHWEST OF A 12-INCH SPRUCE TREE WITH A
 TQ0210'TRIANGULAR BLAZE, AND ABOUT 7 1/2 FEET LOWER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0324 ***********************************************************************
 SW0324  DESIGNATION -  C 371
 SW0324  PID         -  SW0324
 SW0324  STATE/COUNTY-  WA/ADAMS
 SW0324  USGS QUAD   -  BATUM (1967)
 SW0324
 SW0324                         *CURRENT SURVEY CONTROL
 SW0324  ___________________________________________________________________
 SW0324* NAD 83(1986)-  47 12 14.     (N)    118 47 35.     (W)     SCALED    
 SW0324* NAVD 88     -       534.515  (meters)    1753.65   (feet)  ADJUSTED  
 SW0324  ___________________________________________________________________
 SW0324  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 SW0324  DYNAMIC HT  -         534.539 (meters)    1753.73  (feet)  COMP
 SW0324  MODELED GRAV-     980,642.3   (mgal)                       NAVD 88
 SW0324
 SW0324  VERT ORDER  -  SECOND    CLASS 0
 SW0324
 SW0324.The horizontal coordinates were scaled from a topographic map and have
 SW0324.an estimated accuracy of +/- 6 seconds.
 SW0324
 SW0324.The orthometric height was determined by differential leveling
 SW0324.and adjusted by the National Geodetic Survey in June 1991..
 SW0324
 SW0324.The geoid height was determined by GEOID03.
 SW0324
 SW0324.The dynamic height is computed by dividing the NAVD 88
 SW0324.geopotential number by the normal gravity value computed on the
 SW0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0324.degrees latitude (g = 980.6199 gals.).
 SW0324
 SW0324.The modeled gravity was interpolated from observed gravity values.
 SW0324
 SW0324;                    North         East    Units  Estimated Accuracy
 SW0324;SPC WA S     -   209,320.      629,320.      MT  (+/- 180 meters Scaled)
 SW0324
 SW0324                          SUPERSEDED SURVEY CONTROL
 SW0324
 SW0324  NGVD 29 (??/??/92)  533.395  (m)         1749.98   (f) ADJ UNCH    2 0
 SW0324
 SW0324.Superseded values are not recommended for survey control.
 SW0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0324.See file dsdata.txt to determine how the superseded data were derived.
 SW0324
 SW0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN642293(NAD 83)
 SW0324_MARKER: DB = BENCH MARK DISK
 SW0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0324_STAMPING: C 371 1959
 SW0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0324+STABILITY: SURFACE MOTION
 SW0324
 SW0324  HISTORY     - Date     Condition        Report By
 SW0324  HISTORY     - 1959     MONUMENTED       CGS
 SW0324  HISTORY     - 1968     GOOD             NGS
 SW0324
 SW0324                          STATION DESCRIPTION
 SW0324
 SW0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0324'13.6 MI SW FROM ODESSA.
 SW0324'AT THE CORNER OF SECTIONS 21, 22, 27, 28, T 20 N, R 32 E. 32 FEET WEST
 SW0324'OF THE CENTER OF A GRAVEL ROAD, 30.5 FEET SOUTH OF CENTER OF A GRAVEL
 SW0324'ROAD, 14 FEET WEST OF THE WEST END OF A PIPE UNDER THE NORTH-SOUTH
 SW0324'ROAD, ABOUT LEVEL WITH THE ROAD, ONE FOOT NORTH OF A METAL WITNESS
 SW0324'POST.  A STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE
 SW0324'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0327 ***********************************************************************
 TQ0327  DESIGNATION -  C 374 RESET
 TQ0327  PID         -  TQ0327
 TQ0327  STATE/COUNTY-  WA/SKAGIT
 TQ0327  USGS QUAD   -  LAKE SHANNON (1989)
 TQ0327
 TQ0327                         *CURRENT SURVEY CONTROL
 TQ0327  ___________________________________________________________________
 TQ0327* NAD 83(1986)-  48 32 06.     (N)    121 44 03.     (W)     SCALED    
 TQ0327* NAVD 88     -        61.285  (meters)     201.07   (feet)  ADJUSTED  
 TQ0327  ___________________________________________________________________
 TQ0327  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 TQ0327  DYNAMIC HT  -          61.298 (meters)     201.11  (feet)  COMP
 TQ0327  MODELED GRAV-     980,827.1   (mgal)                       NAVD 88
 TQ0327
 TQ0327  VERT ORDER  -  FIRST     CLASS I
 TQ0327
 TQ0327.The horizontal coordinates were scaled from a topographic map and have
 TQ0327.an estimated accuracy of +/- 6 seconds.
 TQ0327
 TQ0327.The orthometric height was determined by differential leveling
 TQ0327.and adjusted by the National Geodetic Survey in June 1991..
 TQ0327
 TQ0327.The geoid height was determined by GEOID03.
 TQ0327
 TQ0327.The dynamic height is computed by dividing the NAVD 88
 TQ0327.geopotential number by the normal gravity value computed on the
 TQ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0327.degrees latitude (g = 980.6199 gals.).
 TQ0327
 TQ0327.The modeled gravity was interpolated from observed gravity values.
 TQ0327
 TQ0327;                    North         East    Units  Estimated Accuracy
 TQ0327;SPC WA N     -   171,060.      433,480.      MT  (+/- 180 meters Scaled)
 TQ0327
 TQ0327                          SUPERSEDED SURVEY CONTROL
 TQ0327
 TQ0327  NGVD 29 (??/??/92)   60.14   (m)          197.3    (f) COMPUTED    1 1
 TQ0327
 TQ0327.Superseded values are not recommended for survey control.
 TQ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0327.See file dsdata.txt to determine how the superseded data were derived.
 TQ0327
 TQ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU934765(NAD 83)
 TQ0327_MARKER: DB = BENCH MARK DISK
 TQ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0327_STAMPING: C 374 RESET 1972
 TQ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0327+STABILITY: SURFACE MOTION
 TQ0327
 TQ0327  HISTORY     - Date     Condition        Report By
 TQ0327  HISTORY     - 1972     MONUMENTED       NGS
 TQ0327  HISTORY     - 1973     GOOD             NGS
 TQ0327  HISTORY     - 1988     GOOD             USPSQD
 TQ0327
 TQ0327                          STATION DESCRIPTION
 TQ0327
 TQ0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0327'1.3 MI E FROM CONCRETE.
 TQ0327'1.3 MILES EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF SUPERIOR
 TQ0327'AVENUE AT CONCRETE, 0.3 MILE EAST OF THE JUNCTION OF EVERETT ROAD, AT
 TQ0327'THE CROSSING OF A POWER LINE, 40 FEET SOUTH OF THE CENTER LINE OF THE
 TQ0327'HIGHWAY, 107 FEET EAST OF A POWER POLE WITH TWO GUY WIRES AND A
 TQ0327'TRANSFORMER, 77 FEET SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM POWER
 TQ0327'POLE 0/10, 3 FEET EAST OF A TELEPHONE POLE WITH A GUY WIRE, 3.8 FEET
 TQ0327'SOUTH OF THE SOUTHEAST CORNER OF A TELEPHONE SPLICE BOX (NO. B-8), 1.3
 TQ0327'FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY,
 TQ0327'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 TQ0327'GROUND.  1/4, SEC 11, T 35N, R 8E.
 TQ0327
 TQ0327                          STATION RECOVERY (1988)
 TQ0327
 TQ0327'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWF)
 TQ0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0005 ***********************************************************************
 TQ0005  DESIGNATION -  C 376
 TQ0005  PID         -  TQ0005
 TQ0005  STATE/COUNTY-  WA/OKANOGAN
 TQ0005  USGS QUAD   -  MAZAMA (1991)
 TQ0005
 TQ0005                         *CURRENT SURVEY CONTROL
 TQ0005  ___________________________________________________________________
 TQ0005* NAD 83(1986)-  48 36 28.     (N)    120 26 23.     (W)     SCALED    
 TQ0005* NAVD 88     -       667.476  (meters)    2189.88   (feet)  ADJUSTED  
 TQ0005  ___________________________________________________________________
 TQ0005  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 TQ0005  DYNAMIC HT  -         667.516 (meters)    2190.01  (feet)  COMP
 TQ0005  MODELED GRAV-     980,650.0   (mgal)                       NAVD 88
 TQ0005
 TQ0005  VERT ORDER  -  FIRST     CLASS II
 TQ0005
 TQ0005.The horizontal coordinates were scaled from a topographic map and have
 TQ0005.an estimated accuracy of +/- 6 seconds.
 TQ0005
 TQ0005.The orthometric height was determined by differential leveling
 TQ0005.and adjusted by the National Geodetic Survey in June 1991..
 TQ0005
 TQ0005.The geoid height was determined by GEOID03.
 TQ0005
 TQ0005.The dynamic height is computed by dividing the NAVD 88
 TQ0005.geopotential number by the normal gravity value computed on the
 TQ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0005.degrees latitude (g = 980.6199 gals.).
 TQ0005
 TQ0005.The modeled gravity was interpolated from observed gravity values.
 TQ0005
 TQ0005;                    North         East    Units  Estimated Accuracy
 TQ0005;SPC WA N     -   178,840.      529,030.      MT  (+/- 180 meters Scaled)
 TQ0005
 TQ0005                          SUPERSEDED SURVEY CONTROL
 TQ0005
 TQ0005  NGVD 29 (??/??/92)  666.204  (m)         2185.70   (f) ADJ UNCH    1 2
 TQ0005
 TQ0005.Superseded values are not recommended for survey control.
 TQ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0005.See file dsdata.txt to determine how the superseded data were derived.
 TQ0005
 TQ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU887870(NAD 83)
 TQ0005_MARKER: DB = BENCH MARK DISK
 TQ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0005_STAMPING: C 376 1958
 TQ0005_MARK LOGO: CGS   
 TQ0005_PROJECTION: PROJECTING 10 CENTIMETERS
 TQ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0005+STABILITY: SURFACE MOTION
 TQ0005
 TQ0005  HISTORY     - Date     Condition        Report By
 TQ0005  HISTORY     - 1958     MONUMENTED       CGS
 TQ0005  HISTORY     - 1974     GOOD
 TQ0005  HISTORY     - 1982     GOOD             NGS
 TQ0005  HISTORY     - 19881116 GOOD             USGS
 TQ0005
 TQ0005                          STATION DESCRIPTION
 TQ0005
 TQ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0005'2.15 MI NW FROM MAZAMA.
 TQ0005'2.15 MILES NORTHWEST ALONG A GRAVEL ROAD FROM A STEEL TRUSS BRIDGE
 TQ0005'OVER THE METHOW RIVER AT MAZAMA, 61 FEET SOUTHEAST OF THE CENTER OF
 TQ0005'THE JUNCTION OF A TRACK ROAD SOUTH, 47 1/2 FEET SOUTH-SOUTHWEST OF THE
 TQ0005'CENTER LINE OF THE MAIN ROAD, 51 1/2 FEET EAST-SOUTHEAST OF THE CENTER
 TQ0005'LINE OF THE ROAD SOUTH, 2.4 FEET NORTHWEST OF A WITNESS POST, ABOUT 1
 TQ0005'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TQ0005'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TQ0005
 TQ0005                          STATION RECOVERY (1974)
 TQ0005
 TQ0005'RECOVERED 1974
 TQ0005'RECOVERED IN GOOD CONDITION.
 TQ0005
 TQ0005                          STATION RECOVERY (1982)
 TQ0005
 TQ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0005'0.25 KM (0.15 MI) NORTHEAST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0005'OVER THE METHOW RIVER AT MAZAMA, THENCE 3.05 KM (1.95 MI) NORTHWEST
 TQ0005'ALONG A PAVED ROAD, ON THE SOUTH CORNER OF THE T JUNCTION OF A TRACK
 TQ0005'ROAD LEADING SOUTHWEST TO THE SHILLINGS CABIN, 14.5 METERS (47.5 FT)
 TQ0005'SOUTHWEST OF THE PAVED ROAD CENTERLINE, 15.7 METERS (51.7 FT) SOUTHEAS
 TQ0005'OF THE TRACK ROAD CENTERLINE.
 TQ0005'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 TQ0005'THE MARK IS 0.5 M ABOVE THE ROAD.
 TQ0005
 TQ0005                          STATION RECOVERY (1988)
 TQ0005
 TQ0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (RWH)
 TQ0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0543 ***********************************************************************
 TP0543  DESIGNATION -  C 377
 TP0543  PID         -  TP0543
 TP0543  STATE/COUNTY-  WA/OKANOGAN
 TP0543  USGS QUAD   -  MALOTT (1993)
 TP0543
 TP0543                         *CURRENT SURVEY CONTROL
 TP0543  ___________________________________________________________________
 TP0543* NAD 83(1986)-  48 21 52.     (N)    119 44 20.     (W)     SCALED    
 TP0543* NAVD 88     -       705.732  (meters)    2315.39   (feet)  ADJUSTED  
 TP0543  ___________________________________________________________________
 TP0543  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 TP0543  DYNAMIC HT  -         705.797 (meters)    2315.60  (feet)  COMP
 TP0543  MODELED GRAV-     980,679.6   (mgal)                       NAVD 88
 TP0543
 TP0543  VERT ORDER  -  FIRST     CLASS II
 TP0543
 TP0543.The horizontal coordinates were scaled from a topographic map and have
 TP0543.an estimated accuracy of +/- 6 seconds.
 TP0543
 TP0543.The orthometric height was determined by differential leveling
 TP0543.and adjusted by the National Geodetic Survey in June 1991..
 TP0543
 TP0543.The geoid height was determined by GEOID03.
 TP0543
 TP0543.The dynamic height is computed by dividing the NAVD 88
 TP0543.geopotential number by the normal gravity value computed on the
 TP0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0543.degrees latitude (g = 980.6199 gals.).
 TP0543
 TP0543.The modeled gravity was interpolated from observed gravity values.
 TP0543
 TP0543;                    North         East    Units  Estimated Accuracy
 TP0543;SPC WA N     -   152,280.      581,090.      MT  (+/- 180 meters Scaled)
 TP0543
 TP0543                          SUPERSEDED SURVEY CONTROL
 TP0543
 TP0543  NGVD 29 (??/??/92)  704.431  (m)         2311.12   (f) ADJ UNCH    1 2
 TP0543
 TP0543.Superseded values are not recommended for survey control.
 TP0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0543.See file dsdata.txt to determine how the superseded data were derived.
 TP0543
 TP0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP971604(NAD 83)
 TP0543_MARKER: DB = BENCH MARK DISK
 TP0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0543_STAMPING: C 377 1958
 TP0543_MARK LOGO: CGS   
 TP0543_PROJECTION: PROJECTING 10 CENTIMETERS
 TP0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0543+STABILITY: SURFACE MOTION
 TP0543
 TP0543  HISTORY     - Date     Condition        Report By
 TP0543  HISTORY     - 1958     MONUMENTED       CGS
 TP0543  HISTORY     - 1982     GOOD             NGS
 TP0543
 TP0543                          STATION DESCRIPTION
 TP0543
 TP0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TP0543'10.25 MI W FROM OKANOGAN.
 TP0543'1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE AT
 TP0543'OKANOGAN, THENCE 8.55 MILES WEST ALONG STATE HIGHWAY 16, 0.4 MILE WEST
 TP0543'OF A POST SUPPORTING A LITTLE LOUP CREEK SIGN, 190 FEET WEST OF THE
 TP0543'CENTER OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST UP LOUP LOUP
 TP0543'CREEK, 108 FEET NORTHWEST AND ACROSS THE GRAVEL ROAD FROM THE CENTER
 TP0543'LINE OF THE HIGHWAY, 56 FEET NORTHWEST OF THE CENTER LINE OF THE
 TP0543'GRAVEL ROAD, 34 1/2 FEET NORTHWEST OF A LONE 30-INCH PINE TREE, 1.6
 TP0543'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE GRAVEL ROAD, AND SET
 TP0543'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TP0543
 TP0543                          STATION RECOVERY (1982)
 TP0543
 TP0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0543'RECOVERED IN GOOD CONDITION. NOTE--HIGHWAY 16 IS NOW HIGHWAY 20.
 TP0543'ADD--0.35 KM (0.25 MI) WEST OF MILEPOST 223.
 TP0543'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 TP0543'THE MARK IS 3.0 M ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0531 ***********************************************************************
 TP0531  DESIGNATION -  C 379
 TP0531  PID         -  TP0531
 TP0531  STATE/COUNTY-  WA/OKANOGAN
 TP0531  USGS QUAD   -  LOUP LOUP SUMMIT (1989)
 TP0531
 TP0531                         *CURRENT SURVEY CONTROL
 TP0531  ___________________________________________________________________
 TP0531* NAD 83(1986)-  48 22 35.     (N)    119 54 39.     (W)     SCALED    
 TP0531* NAVD 88     -      1111.323  (meters)    3646.07   (feet)  ADJUSTED  
 TP0531  ___________________________________________________________________
 TP0531  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 TP0531  DYNAMIC HT  -        1111.340 (meters)    3646.12  (feet)  COMP
 TP0531  MODELED GRAV-     980,588.0   (mgal)                       NAVD 88
 TP0531
 TP0531  VERT ORDER  -  FIRST     CLASS II
 TP0531
 TP0531.The horizontal coordinates were scaled from a topographic map and have
 TP0531.an estimated accuracy of +/- 6 seconds.
 TP0531
 TP0531.The orthometric height was determined by differential leveling
 TP0531.and adjusted by the National Geodetic Survey in June 1991..
 TP0531
 TP0531.The geoid height was determined by GEOID03.
 TP0531
 TP0531.The dynamic height is computed by dividing the NAVD 88
 TP0531.geopotential number by the normal gravity value computed on the
 TP0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0531.degrees latitude (g = 980.6199 gals.).
 TP0531
 TP0531.The modeled gravity was interpolated from observed gravity values.
 TP0531
 TP0531;                    North         East    Units  Estimated Accuracy
 TP0531;SPC WA N     -   153,440.      568,340.      MT  (+/- 180 meters Scaled)
 TP0531
 TP0531                          SUPERSEDED SURVEY CONTROL
 TP0531
 TP0531  NGVD 29 (??/??/92) 1109.985  (m)         3641.68   (f) ADJ UNCH    1 2
 TP0531
 TP0531.Superseded values are not recommended for survey control.
 TP0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0531.See file dsdata.txt to determine how the superseded data were derived.
 TP0531
 TP0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP844622(NAD 83)
 TP0531_MARKER: DD = SURVEY DISK
 TP0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0531_STAMPING: C 379
 TP0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0531+STABILITY: SURFACE MOTION
 TP0531
 TP0531  HISTORY     - Date     Condition        Report By
 TP0531  HISTORY     - UNK      MONUMENTED       BPR
 TP0531  HISTORY     - 1958     GOOD             NGS
 TP0531
 TP0531                          STATION DESCRIPTION
 TP0531
 TP0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TP0531'11.5 MI E FROM TWISP.
 TP0531'11.5 MILES EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL AT TWISP, AT
 TP0531'THE SOUTHWEST END OF A CLEARING, AT THE JUNCTION OF A DIRT ROAD EAST,
 TP0531'68 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET SOUTH OF
 TP0531'THE CENTER LINE OF THE ROAD, ABOUT 5 FEET LOWER THAN THE HIGHWAY, AND
 TP0531'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 TP0531'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0894 ***********************************************************************
 RZ0894  DESIGNATION -  C 38
 RZ0894  PID         -  RZ0894
 RZ0894  STATE/COUNTY-  WA/ASOTIN
 RZ0894  USGS QUAD   -  SILCOTT (1971)
 RZ0894
 RZ0894                         *CURRENT SURVEY CONTROL
 RZ0894  ___________________________________________________________________
 RZ0894* NAD 83(1986)-  46 24 48.     (N)    117 11 54.     (W)     SCALED    
 RZ0894* NAVD 88     -       221.696  (meters)     727.35   (feet)  ADJUSTED  
 RZ0894  ___________________________________________________________________
 RZ0894  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 RZ0894  DYNAMIC HT  -         221.697 (meters)     727.35  (feet)  COMP
 RZ0894  MODELED GRAV-     980,615.2   (mgal)                       NAVD 88
 RZ0894
 RZ0894  VERT ORDER  -  FIRST     CLASS II
 RZ0894
 RZ0894.The horizontal coordinates were scaled from a topographic map and have
 RZ0894.an estimated accuracy of +/- 6 seconds.
 RZ0894
 RZ0894.The orthometric height was determined by differential leveling
 RZ0894.and adjusted by the National Geodetic Survey in June 1991..
 RZ0894
 RZ0894.The geoid height was determined by GEOID03.
 RZ0894
 RZ0894.The dynamic height is computed by dividing the NAVD 88
 RZ0894.geopotential number by the normal gravity value computed on the
 RZ0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0894.degrees latitude (g = 980.6199 gals.).
 RZ0894
 RZ0894.The modeled gravity was interpolated from observed gravity values.
 RZ0894
 RZ0894;                    North         East    Units  Estimated Accuracy
 RZ0894;SPC WA S     -   125,350.      753,750.      MT  (+/- 180 meters Scaled)
 RZ0894
 RZ0894                          SUPERSEDED SURVEY CONTROL
 RZ0894
 RZ0894  NGVD 29 (??/??/92)  220.72   (m)          724.1    (f) COMPUTED    1 2
 RZ0894
 RZ0894.Superseded values are not recommended for survey control.
 RZ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0894.See file dsdata.txt to determine how the superseded data were derived.
 RZ0894
 RZ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM847399(NAD 83)
 RZ0894_MARKER: DD = SURVEY DISK
 RZ0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0894_STAMPING: C 38 1933
 RZ0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0894+STABILITY: SURFACE MOTION
 RZ0894
 RZ0894  HISTORY     - Date     Condition        Report By
 RZ0894  HISTORY     - 1933     MONUMENTED       PG+E
 RZ0894  HISTORY     - 1964     MARK NOT FOUND   NGS
 RZ0894
 RZ0894                          STATION DESCRIPTION
 RZ0894
 RZ0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RZ0894'6.4 MI W FROM CLARKSTON.
 RZ0894'SEARCHED FOR BUT NOT RECOVERED.  DITCHES HAVE BEEN DUG IN THE AREA AND
 RZ0894'THE MARK MAY HAVE BEEN DESTROYED.  IT WAS TO HAVE BEEN 6.4 MILES WEST
 RZ0894'ALONG U.S. HIGHWAY 410 FROM THE INTERSECTION OF SIXTEENTH AND ELM
 RZ0894'STREETS AT CLARKSTON, ASOTIN COUNTY, 45 FEET NORTH OF THE JUNCTION OF
 RZ0894'A ROAD LEADING TO THE OLD SILCOTT FERRY, 30 FEET NORTH OF THE CENTER
 RZ0894'OF THE HIGHWAY AND 12 FEET NORTHWEST OF A FENCE CORNER.  A PACIFIC
 RZ0894'POWER AND LIGHT CO. STANDARD DISK STAMPED C 38 1933 AND SET IN THE TOP
 RZ0894'OF A CONCRETE AND TILE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0238 ***********************************************************************
 TQ0238  DESIGNATION -  C 380
 TQ0238  PID         -  TQ0238
 TQ0238  STATE/COUNTY-  WA/SKAGIT
 TQ0238  USGS QUAD   -  FINNEY PEAK (1982)
 TQ0238
 TQ0238                         *CURRENT SURVEY CONTROL
 TQ0238  ___________________________________________________________________
 TQ0238* NAD 83(1986)-  48 29 16.     (N)    121 38 57.     (W)     SCALED    
 TQ0238* NAVD 88     -        67.862  (meters)     222.64   (feet)  POSTED    
 TQ0238  ___________________________________________________________________
 TQ0238  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 TQ0238  DYNAMIC HT  -          67.880 (meters)     222.70  (feet)  COMP
 TQ0238  MODELED GRAV-     980,831.0   (mgal)                       NAVD 88
 TQ0238
 TQ0238  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TQ0238
 TQ0238.The horizontal coordinates were scaled from a topographic map and have
 TQ0238.an estimated accuracy of +/- 6 seconds.
 TQ0238
 TQ0238.The orthometric height was determined by differential leveling
 TQ0238.and adjusted by the National Geodetic Survey in 1992..
 TQ0238.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TQ0238.rate of 1.1 thru 2.0 mm/km.
 TQ0238
 TQ0238.The geoid height was determined by GEOID03.
 TQ0238
 TQ0238.The dynamic height is computed by dividing the NAVD 88
 TQ0238.geopotential number by the normal gravity value computed on the
 TQ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0238.degrees latitude (g = 980.6199 gals.).
 TQ0238
 TQ0238.The modeled gravity was interpolated from observed gravity values.
 TQ0238
 TQ0238;                    North         East    Units  Estimated Accuracy
 TQ0238;SPC WA N     -   165,740.      439,700.      MT  (+/- 180 meters Scaled)
 TQ0238
 TQ0238                          SUPERSEDED SURVEY CONTROL
 TQ0238
 TQ0238  NGVD 29 (??/??/92)   66.713  (m)          218.87   (f) ADJ UNCH    1 2
 TQ0238
 TQ0238.Superseded values are not recommended for survey control.
 TQ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0238.See file dsdata.txt to determine how the superseded data were derived.
 TQ0238
 TQ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU998713(NAD 83)
 TQ0238_MARKER: DB = BENCH MARK DISK
 TQ0238_SETTING: 80 = SET IN A BOULDER
 TQ0238_SP_SET: BOULDER
 TQ0238_STAMPING: C 380 1958
 TQ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0238+STABILITY: SURFACE MOTION
 TQ0238
 TQ0238  HISTORY     - Date     Condition        Report By
 TQ0238  HISTORY     - 1958     MONUMENTED       CGS
 TQ0238  HISTORY     - 1973     MARK NOT FOUND   NGS
 TQ0238
 TQ0238                          STATION DESCRIPTION
 TQ0238
 TQ0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0238'6.4 MI SE FROM CONCRETE.
 TQ0238'6.4 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TQ0238'AT CONCRETE, IN R9E T35N S 28, 0.4 MILE SOUTHEAST OF THE CROSSING OF A
 TQ0238'GRAVEL ROAD, 7.6 FEET SOUTHEAST OF MILEPOST 51, IN TOP OF A 1-BY
 TQ0238'2-FOOT GRANITE BOULDER WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, 18.6
 TQ0238'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 60 FEET WEST AND ACROSS THE
 TQ0238'TRACK FROM THE CENTER OF A PILE OF ROCKS, 57 1/2 FEET SOUTHEAST OF A
 TQ0238'2-BY 2-FOOT BOULDER WHICH PROJECTS 1/2 FOOT ABOVE THE GROUND, AND 1
 TQ0238'FOOT LOWER THAN THE TRACK.
 TQ0238
 TQ0238                          STATION RECOVERY (1973)
 TQ0238
 TQ0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TQ0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0282 ***********************************************************************
 TQ0282  DESIGNATION -  C 381
 TQ0282  PID         -  TQ0282
 TQ0282  STATE/COUNTY-  WA/SNOHOMISH
 TQ0282  USGS QUAD   -  DARRINGTON (1982)
 TQ0282
 TQ0282                         *CURRENT SURVEY CONTROL
 TQ0282  ___________________________________________________________________
 TQ0282* NAD 83(1986)-  48 16 54.     (N)    121 34 49.     (W)     SCALED    
 TQ0282* NAVD 88     -       150.554  (meters)     493.94   (feet)  ADJUSTED  
 TQ0282  ___________________________________________________________________
 TQ0282  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 TQ0282  DYNAMIC HT  -         150.581 (meters)     494.03  (feet)  COMP
 TQ0282  MODELED GRAV-     980,784.7   (mgal)                       NAVD 88
 TQ0282
 TQ0282  VERT ORDER  -  SECOND    CLASS 0
 TQ0282
 TQ0282.The horizontal coordinates were scaled from a topographic map and have
 TQ0282.an estimated accuracy of +/- 6 seconds.
 TQ0282
 TQ0282.The orthometric height was determined by differential leveling
 TQ0282.and adjusted by the National Geodetic Survey in June 1991..
 TQ0282
 TQ0282.The geoid height was determined by GEOID03.
 TQ0282
 TQ0282.The dynamic height is computed by dividing the NAVD 88
 TQ0282.geopotential number by the normal gravity value computed on the
 TQ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0282.degrees latitude (g = 980.6199 gals.).
 TQ0282
 TQ0282.The modeled gravity was interpolated from observed gravity values.
 TQ0282
 TQ0282;                    North         East    Units  Estimated Accuracy
 TQ0282;SPC WA N     -   142,770.      444,570.      MT  (+/- 180 meters Scaled)
 TQ0282
 TQ0282                          SUPERSEDED SURVEY CONTROL
 TQ0282
 TQ0282  NGVD 29 (??/??/92)  149.393  (m)          490.13   (f) ADJ UNCH    2 0
 TQ0282
 TQ0282.Superseded values are not recommended for survey control.
 TQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0282.See file dsdata.txt to determine how the superseded data were derived.
 TQ0282
 TQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU053485(NAD 83)
 TQ0282_MARKER: DB = BENCH MARK DISK
 TQ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0282_STAMPING: C 381 1958
 TQ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0282+STABILITY: SURFACE MOTION
 TQ0282
 TQ0282  HISTORY     - Date     Condition        Report By
 TQ0282  HISTORY     - 1958     MONUMENTED       CGS
 TQ0282  HISTORY     - 1959     GOOD             NGS
 TQ0282
 TQ0282                          STATION DESCRIPTION
 TQ0282
 TQ0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TQ0282'1.9 MI NE FROM DARRINGTON.
 TQ0282'ABOUT 1.9 MILES NORTHEAST ALONG A ROAD LEADING TO CONCRETE FROM THE
 TQ0282'RANGER STATION AT DARRINGTON, 0.25 MILE NORTHEAST OF THE Y JUNCTION OF
 TQ0282'A GRAVEL ROAD LEADING EAST, 25 FEET NORTHWEST OF THE CENTER LINE OF
 TQ0282'THE ROAD, 54 FEET WEST AND ACROSS THE ROAD FROM POWER LINE POLE 35-6
 TQ0282'OF-O, 2 FEET NORTHWEST OF A TELEPHONE POLE, 2.2 FEET NORTHEAST OF A
 TQ0282'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TQ0282'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0558 ***********************************************************************
 TP0558  DESIGNATION -  C 382
 TP0558  PID         -  TP0558
 TP0558  STATE/COUNTY-  WA/OKANOGAN
 TP0558  USGS QUAD   -  MALOTT (1993)
 TP0558
 TP0558                         *CURRENT SURVEY CONTROL
 TP0558  ___________________________________________________________________
 TP0558* NAD 83(1986)-  48 17 06.     (N)    119 42 19.     (W)     SCALED    
 TP0558* NAVD 88     -       252.832  (meters)     829.50   (feet)  ADJUSTED  
 TP0558  ___________________________________________________________________
 TP0558  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 TP0558  DYNAMIC HT  -         252.869 (meters)     829.62  (feet)  COMP
 TP0558  MODELED GRAV-     980,752.9   (mgal)                       NAVD 88
 TP0558
 TP0558  VERT ORDER  -  FIRST     CLASS II
 TP0558
 TP0558.The horizontal coordinates were scaled from a topographic map and have
 TP0558.an estimated accuracy of +/- 6 seconds.
 TP0558
 TP0558.The orthometric height was determined by differential leveling
 TP0558.and adjusted by the National Geodetic Survey in June 1991..
 TP0558
 TP0558.The geoid height was determined by GEOID03.
 TP0558
 TP0558.The dynamic height is computed by dividing the NAVD 88
 TP0558.geopotential number by the normal gravity value computed on the
 TP0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0558.degrees latitude (g = 980.6199 gals.).
 TP0558
 TP0558.The modeled gravity was interpolated from observed gravity values.
 TP0558
 TP0558;                    North         East    Units  Estimated Accuracy
 TP0558;SPC WA N     -   143,480.      583,710.      MT  (+/- 180 meters Scaled)
 TP0558
 TP0558                          SUPERSEDED SURVEY CONTROL
 TP0558
 TP0558  NGVD 29 (??/??/92)  251.573  (m)          825.37   (f) ADJ UNCH    1 2
 TP0558
 TP0558.Superseded values are not recommended for survey control.
 TP0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0558.See file dsdata.txt to determine how the superseded data were derived.
 TP0558
 TP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP993515(NAD 83)
 TP0558_MARKER: DB = BENCH MARK DISK
 TP0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0558_SP_SET: BUILDING
 TP0558_STAMPING: C 382 1958
 TP0558_MARK LOGO: CGS   
 TP0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0558
 TP0558  HISTORY     - Date     Condition        Report By
 TP0558  HISTORY     - 1958     MONUMENTED       CGS
 TP0558  HISTORY     - 1982     GOOD             NGS
 TP0558
 TP0558                          STATION DESCRIPTION
 TP0558
 TP0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TP0558'IN MALOTT.
 TP0558'AT MALOTT, AT THE MALOTT ELEMENTARY SCHOOL, SET VERTICALLY IN THE
 TP0558'SOUTH BRICK WALL, 0.8 FOOT EAST OF THE SOUTHWEST CORNER, AND 4.7 FEET
 TP0558'ABOVE THE GROUND.
 TP0558
 TP0558                          STATION RECOVERY (1982)
 TP0558
 TP0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0558'RECOVERED IN GOOD CONDITION.
 TP0558'THE MARK IS 2.4 M ABOVE SCHOOL ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0198 ***********************************************************************
 SA0198  DESIGNATION -  C 383
 SA0198  PID         -  SA0198
 SA0198  STATE/COUNTY-  WA/WALLA WALLA
 SA0198  USGS QUAD   -  COLLEGE PLACE (1978)
 SA0198
 SA0198                         *CURRENT SURVEY CONTROL
 SA0198  ___________________________________________________________________
 SA0198* NAD 83(1986)-  46 07 19.     (N)    118 24 33.     (W)     SCALED    
 SA0198* NAVD 88     -       240.804  (meters)     790.04   (feet)  ADJUSTED  
 SA0198  ___________________________________________________________________
 SA0198  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 SA0198  DYNAMIC HT  -         240.799 (meters)     790.02  (feet)  COMP
 SA0198  MODELED GRAV-     980,589.9   (mgal)                       NAVD 88
 SA0198
 SA0198  VERT ORDER  -  SECOND    CLASS 0
 SA0198
 SA0198.The horizontal coordinates were scaled from a topographic map and have
 SA0198.an estimated accuracy of +/- 6 seconds.
 SA0198
 SA0198.The orthometric height was determined by differential leveling
 SA0198.and adjusted by the National Geodetic Survey in June 1991..
 SA0198
 SA0198.The geoid height was determined by GEOID03.
 SA0198
 SA0198.The dynamic height is computed by dividing the NAVD 88
 SA0198.geopotential number by the normal gravity value computed on the
 SA0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0198.degrees latitude (g = 980.6199 gals.).
 SA0198
 SA0198.The modeled gravity was interpolated from observed gravity values.
 SA0198
 SA0198;                    North         East    Units  Estimated Accuracy
 SA0198;SPC WA S     -    89,800.      661,580.      MT  (+/- 180 meters Scaled)
 SA0198
 SA0198                          SUPERSEDED SURVEY CONTROL
 SA0198
 SA0198  NGVD 29 (??/??/92)  239.877  (m)          787.00   (f) ADJ UNCH    2 0
 SA0198
 SA0198.Superseded values are not recommended for survey control.
 SA0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0198.See file dsdata.txt to determine how the superseded data were derived.
 SA0198
 SA0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM911085(NAD 83)
 SA0198_MARKER: DB = BENCH MARK DISK
 SA0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0198_STAMPING: C 383 1959
 SA0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0198+STABILITY: SURFACE MOTION
 SA0198
 SA0198  HISTORY     - Date     Condition        Report By
 SA0198  HISTORY     - 1959     MONUMENTED       CGS
 SA0198
 SA0198                          STATION DESCRIPTION
 SA0198
 SA0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SA0198'6.1 MI NW FROM WALLA WALLA.
 SA0198'0.55 MILE NORTH ALONG THIRTEENTH AVENUE FROM THE UNION PACIFIC
 SA0198'RAILROAD STATION AT WALLA WALLA, THENCE 2.7 MILES NORTHWEST ALONG
 SA0198'STATE HIGHWAY 3 E, THENCE 2.85 MILES NORTHWEST ALONG AN ASPHALT ROAD,
 SA0198'0.2 MILE SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD WEST, ABOUT MIDWAY
 SA0198'BETWEEN CURVES, SOUTHWEST AND ACROSS THE HIGHWAY FROM THE APPROXIMATE
 SA0198'CENTER OF A HIGH CUT BANK, 23 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 SA0198'THE ROAD, 0.6 FOOT SOUTHWEST OF A FENCE, 1.5 FEET SOUTHWEST OF A
 SA0198'WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 SA0198'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0868 ***********************************************************************
 SX0868  DESIGNATION -  C 386
 SX0868  PID         -  SX0868
 SX0868  STATE/COUNTY-  WA/SNOHOMISH
 SX0868  USGS QUAD   -  INDEX (1989)
 SX0868
 SX0868                         *CURRENT SURVEY CONTROL
 SX0868  ___________________________________________________________________
 SX0868* NAD 83(1986)-  47 48 35.     (N)    121 33 56.     (W)     SCALED    
 SX0868* NAVD 88     -       180.880  (meters)     593.44   (feet)  ADJUSTED  
 SX0868  ___________________________________________________________________
 SX0868  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 SX0868  DYNAMIC HT  -         180.902 (meters)     593.51  (feet)  COMP
 SX0868  MODELED GRAV-     980,726.8   (mgal)                       NAVD 88
 SX0868
 SX0868  VERT ORDER  -  SECOND    CLASS 0
 SX0868
 SX0868.The horizontal coordinates were scaled from a topographic map and have
 SX0868.an estimated accuracy of +/- 6 seconds.
 SX0868
 SX0868.The orthometric height was determined by differential leveling
 SX0868.and adjusted by the National Geodetic Survey in June 1991..
 SX0868
 SX0868.The geoid height was determined by GEOID03.
 SX0868
 SX0868.The dynamic height is computed by dividing the NAVD 88
 SX0868.geopotential number by the normal gravity value computed on the
 SX0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0868.degrees latitude (g = 980.6199 gals.).
 SX0868
 SX0868.The modeled gravity was interpolated from observed gravity values.
 SX0868
 SX0868;                    North         East    Units  Estimated Accuracy
 SX0868;SPC WA N     -    90,290.      445,160.      MT  (+/- 180 meters Scaled)
 SX0868
 SX0868                          SUPERSEDED SURVEY CONTROL
 SX0868
 SX0868  NGVD 29 (??/??/92)  179.696  (m)          589.55   (f) ADJ UNCH    2 0
 SX0868
 SX0868.Superseded values are not recommended for survey control.
 SX0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0868.See file dsdata.txt to determine how the superseded data were derived.
 SX0868
 SX0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT073961(NAD 83)
 SX0868_MARKER: DB = BENCH MARK DISK
 SX0868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0868_SP_SET: ABUTMENT
 SX0868_STAMPING: C 386 1959
 SX0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0868
 SX0868  HISTORY     - Date     Condition        Report By
 SX0868  HISTORY     - 1959     MONUMENTED       CGS
 SX0868  HISTORY     - 1988     GOOD             USPSQD
 SX0868  HISTORY     - 20020114 GOOD             NGS
 SX0868
 SX0868                          STATION DESCRIPTION
 SX0868
 SX0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SX0868'1.2 MI E FROM INDEX.
 SX0868'1.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0868'INDEX, AT RAILROAD OVERPASS 1745.3 OVER U.S. HIGHWAY 2, IN TOP OF THE
 SX0868'SOUTH END OF THE EAST CONCRETE ABUTMENT, 6.2 FEET SOUTH OF THE SOUTH
 SX0868'RAIL, AND ABOUT 0.6 FOOT LOWER THAN THE TRACK.
 SX0868
 SX0868                          STATION RECOVERY (1988)
 SX0868
 SX0868'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0868'RECOVERED IN GOOD CONDITION.
 SX0868
 SX0868                          STATION RECOVERY (2002)
 SX0868
 SX0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 SX0868'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0069 ***********************************************************************
 SX0069  DESIGNATION -  C 387
 SX0069  PID         -  SX0069
 SX0069  STATE/COUNTY-  WA/DOUGLAS
 SX0069  USGS QUAD   -  ENTIAT (1987)
 SX0069
 SX0069                         *CURRENT SURVEY CONTROL
 SX0069  ___________________________________________________________________
 SX0069* NAD 83(1986)-  47 38 19.     (N)    120 09 57.     (W)     SCALED    
 SX0069* NAVD 88     -       533.795  (meters)    1751.29   (feet)  ADJUSTED  
 SX0069  ___________________________________________________________________
 SX0069  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 SX0069  DYNAMIC HT  -         533.827 (meters)    1751.40  (feet)  COMP
 SX0069  MODELED GRAV-     980,654.4   (mgal)                       NAVD 88
 SX0069
 SX0069  VERT ORDER  -  SECOND    CLASS 0
 SX0069
 SX0069.The horizontal coordinates were scaled from a topographic map and have
 SX0069.an estimated accuracy of +/- 6 seconds.
 SX0069
 SX0069.The orthometric height was determined by differential leveling
 SX0069.and adjusted by the National Geodetic Survey in June 1991..
 SX0069
 SX0069.The geoid height was determined by GEOID03.
 SX0069
 SX0069.The dynamic height is computed by dividing the NAVD 88
 SX0069.geopotential number by the normal gravity value computed on the
 SX0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0069.degrees latitude (g = 980.6199 gals.).
 SX0069
 SX0069.The modeled gravity was interpolated from observed gravity values.
 SX0069
 SX0069;                    North         East    Units  Estimated Accuracy
 SX0069;SPC WA N     -    71,220.      550,160.      MT  (+/- 180 meters Scaled)
 SX0069
 SX0069                          SUPERSEDED SURVEY CONTROL
 SX0069
 SX0069  NGVD 29 (??/??/92)  532.626  (m)         1747.46   (f) ADJ UNCH    2 0
 SX0069
 SX0069.Superseded values are not recommended for survey control.
 SX0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0069.See file dsdata.txt to determine how the superseded data were derived.
 SX0069
 SX0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT128800(NAD 83)
 SX0069_MARKER: DB = BENCH MARK DISK
 SX0069_SETTING: 66 = SET IN ROCK OUTCROP
 SX0069_SP_SET: ROCK CUT
 SX0069_STAMPING: C 387 1959
 SX0069_MARK LOGO: CGS   
 SX0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0069+STABILITY: POSITION/ELEVATION WELL
 SX0069
 SX0069  HISTORY     - Date     Condition        Report By
 SX0069  HISTORY     - 1959     MONUMENTED       CGS
 SX0069  HISTORY     - 1968     GOOD             USGS
 SX0069  HISTORY     - 1982     GOOD             NGS
 SX0069
 SX0069                          STATION DESCRIPTION
 SX0069
 SX0069'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 SX0069'7.0 MI W FROM WATERVILLE.
 SX0069'5.8 MILES WEST ALONG OLD U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 SX0069'WATERVILLE.  THENCE 1.2 MILES WEST ALONG U S HIGHWAY 2.  26 FT.
 SX0069'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 5 FT. HIGHER.  A
 SX0069'STANDARD USC AND GS TABLET STAMPED C 387 1959 AND SET VERTICALLY IN
 SX0069'THE ROCK FACE OF A HIGHWAY CUT.
 SX0069
 SX0069                          STATION RECOVERY (1982)
 SX0069
 SX0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0853 ***********************************************************************
 SW0853  DESIGNATION -  C 388
 SW0853  PID         -  SW0853
 SW0853  STATE/COUNTY-  WA/DOUGLAS
 SW0853  USGS QUAD   -  FARMER (1968)
 SW0853
 SW0853                         *CURRENT SURVEY CONTROL
 SW0853  ___________________________________________________________________
 SW0853* NAD 83(1986)-  47 36 44.     (N)    119 48 48.     (W)     SCALED    
 SW0853* NAVD 88     -       737.560  (meters)    2419.81   (feet)  ADJUSTED  
 SW0853  ___________________________________________________________________
 SW0853  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 SW0853  DYNAMIC HT  -         737.587 (meters)    2419.90  (feet)  COMP
 SW0853  MODELED GRAV-     980,623.7   (mgal)                       NAVD 88
 SW0853
 SW0853  VERT ORDER  -  SECOND    CLASS 0
 SW0853
 SW0853.The horizontal coordinates were scaled from a topographic map and have
 SW0853.an estimated accuracy of +/- 6 seconds.
 SW0853
 SW0853.The orthometric height was determined by differential leveling
 SW0853.and adjusted by the National Geodetic Survey in June 1991..
 SW0853
 SW0853.The geoid height was determined by GEOID03.
 SW0853
 SW0853.The dynamic height is computed by dividing the NAVD 88
 SW0853.geopotential number by the normal gravity value computed on the
 SW0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0853.degrees latitude (g = 980.6199 gals.).
 SW0853
 SW0853.The modeled gravity was interpolated from observed gravity values.
 SW0853
 SW0853;                    North         East    Units  Estimated Accuracy
 SW0853;SPC WA N     -    68,580.      576,680.      MT  (+/- 180 meters Scaled)
 SW0853
 SW0853                          SUPERSEDED SURVEY CONTROL
 SW0853
 SW0853  NGVD 29 (??/??/92)  736.384  (m)         2415.95   (f) ADJ UNCH    2 0
 SW0853
 SW0853.Superseded values are not recommended for survey control.
 SW0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0853.See file dsdata.txt to determine how the superseded data were derived.
 SW0853
 SW0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN885770(NAD 83)
 SW0853_MARKER: DB = BENCH MARK DISK
 SW0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0853_SP_SET: CONCRETE POST
 SW0853_STAMPING: C 388 1959
 SW0853_MARK LOGO: CGS   
 SW0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0853+STABILITY: SURFACE MOTION
 SW0853
 SW0853  HISTORY     - Date     Condition        Report By
 SW0853  HISTORY     - 1959     MONUMENTED       CGS
 SW0853  HISTORY     - 1979     GOOD             NGS
 SW0853  HISTORY     - 19810317 GOOD             NGS
 SW0853
 SW0853                          STATION DESCRIPTION
 SW0853
 SW0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SW0853'IN FARMER.
 SW0853'AT FARMER, 116 FEET NORTH-NORTHEAST AND ACROSS U.S. HIGHWAY 2 FROM THE
 SW0853'NORTHEAST CORNER OF THE POST OFFICE AND STORE, 40 FEET NORTH OF THE
 SW0853'CENTER LINE OF U.S. HIGHWAY 2, 70 FEET EAST OF THE CENTER LINE OF
 SW0853'STATE HIGHWAY 10-D, 1 1/2 FEET EAST OF A POWER POLE SUPPORTING A
 SW0853'TRANSFORMER, 1.1 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 SW0853'THAN HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 SW0853'FOOT ABOVE THE GROUND.
 SW0853
 SW0853                          STATION RECOVERY (1979)
 SW0853
 SW0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SW0853'THE STATE HIGHWAY NUMBER HAS BEEN CHANGED TO 172.
 SW0853
 SW0853                          STATION RECOVERY (1981)
 SW0853
 SW0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0853'9.45 MILES (15.21 KM) EAST ALONG US HIGHWAY 2 FROM THE RAILROAD
 SW0853'CROSSING IN DOUGLAS TO THE JUNCTION OF STATE HIGHWAY 172 ON THE LEFT
 SW0853'AND THE MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION, 0.46 METERS
 SW0853'EAST OF A POWER POLE, 11.28 METERS NORTH OF THE CENTER OF US HIGHWAY 2
 SW0853'21.37 METERS EAST OF THE CENTER OF STATE HIGHWAY 172.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1069 ***********************************************************************
 SW1069  DESIGNATION -  C 388 RESET
 SW1069  PID         -  SW1069
 SW1069  STATE/COUNTY-  WA/DOUGLAS
 SW1069  USGS QUAD   -  FARMER (1968)
 SW1069
 SW1069                         *CURRENT SURVEY CONTROL
 SW1069  ___________________________________________________________________
 SW1069* NAD 83(1986)-  47 36 43.     (N)    119 48 49.     (W)     SCALED    
 SW1069* NAVD 88     -       735.23   (meters)    2412.2    (feet)  RESET     
 SW1069  ___________________________________________________________________
 SW1069  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 SW1069
 SW1069  VERT ORDER  -  THIRD
 SW1069
 SW1069.The horizontal coordinates were scaled from a topographic map and have
 SW1069.an estimated accuracy of +/- 6 seconds.
 SW1069
 SW1069.The orthometric height was computed from unverified reset data.
 SW1069.No vertical observational check was made to the station.
 SW1069
 SW1069.The geoid height was determined by GEOID03.
 SW1069
 SW1069;                    North         East    Units  Estimated Accuracy
 SW1069;SPC WA N     -    68,550.      576,660.      MT  (+/- 180 meters Scaled)
 SW1069
 SW1069                          SUPERSEDED SURVEY CONTROL
 SW1069
 SW1069  NGVD 29 (12/17/02)  734.06   (m)         2408.3    (f) RESET       3  
 SW1069
 SW1069.Superseded values are not recommended for survey control.
 SW1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1069.See file dsdata.txt to determine how the superseded data were derived.
 SW1069
 SW1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN885770(NAD 83)
 SW1069_MARKER: DB = BENCH MARK DISK
 SW1069_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SW1069_SP_SET: SLAB
 SW1069_STAMPING: C 388 RESET 1981
 SW1069_MARK LOGO: NGS   
 SW1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW1069
 SW1069  HISTORY     - Date     Condition        Report By
 SW1069  HISTORY     - UNK      MONUMENTED
 SW1069  HISTORY     - 19811028 GOOD             NGS
 SW1069
 SW1069                          STATION DESCRIPTION
 SW1069
 SW1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW1069'9.45 MILES (15.21 KM) EAST ALONG US HIGHWAY 2 FROM THE RAILROAD
 SW1069'CROSSING IN DOUGLAS TO THE JUNCTION OF STATE HIGHWAY 172 AND THE MARK
 SW1069'ON THE RIGHT, IN THE SOUTHWEST CORNER OF SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0073 ***********************************************************************
 TQ0073  DESIGNATION -  C 389
 TQ0073  PID         -  TQ0073
 TQ0073  STATE/COUNTY-  WA/OKANOGAN
 TQ0073  USGS QUAD   -  TWISP EAST (1969)
 TQ0073
 TQ0073                         *CURRENT SURVEY CONTROL
 TQ0073  ___________________________________________________________________
 TQ0073* NAD 83(1986)-  48 20 03.     (N)    120 03 55.     (W)     SCALED    
 TQ0073* NAVD 88     -       463.566  (meters)    1520.88   (feet)  ADJUSTED  
 TQ0073  ___________________________________________________________________
 TQ0073  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 TQ0073  DYNAMIC HT  -         463.625 (meters)    1521.08  (feet)  COMP
 TQ0073  MODELED GRAV-     980,725.0   (mgal)                       NAVD 88
 TQ0073
 TQ0073  VERT ORDER  -  FIRST     CLASS II
 TQ0073
 TQ0073.The horizontal coordinates were scaled from a topographic map and have
 TQ0073.an estimated accuracy of +/- 6 seconds.
 TQ0073
 TQ0073.The orthometric height was determined by differential leveling
 TQ0073.and adjusted by the National Geodetic Survey in June 1991..
 TQ0073
 TQ0073.The geoid height was determined by GEOID03.
 TQ0073
 TQ0073.The dynamic height is computed by dividing the NAVD 88
 TQ0073.geopotential number by the normal gravity value computed on the
 TQ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0073.degrees latitude (g = 980.6199 gals.).
 TQ0073
 TQ0073.The modeled gravity was interpolated from observed gravity values.
 TQ0073
 TQ0073;                    North         East    Units  Estimated Accuracy
 TQ0073;SPC WA N     -   148,620.      556,940.      MT  (+/- 180 meters Scaled)
 TQ0073
 TQ0073                          SUPERSEDED SURVEY CONTROL
 TQ0073
 TQ0073  NGVD 29 (??/??/92)  462.338  (m)         1516.85   (f) ADJ UNCH    1 2
 TQ0073
 TQ0073.Superseded values are not recommended for survey control.
 TQ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0073.See file dsdata.txt to determine how the superseded data were derived.
 TQ0073
 TQ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU174576(NAD 83)
 TQ0073_MARKER: DB = BENCH MARK DISK
 TQ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0073_SP_SET: CONCRETE POST
 TQ0073_STAMPING: C 389 1959
 TQ0073_MARK LOGO: CGS   
 TQ0073_PROJECTION: FLUSH
 TQ0073_MAGNETIC: N = NO MAGNETIC MATERIAL
 TQ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0073+STABILITY: SURFACE MOTION
 TQ0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TQ0073+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 TQ0073
 TQ0073  HISTORY     - Date     Condition        Report By
 TQ0073  HISTORY     - 1959     MONUMENTED       CGS
 TQ0073  HISTORY     - 1969     MARK NOT FOUND   USGS
 TQ0073  HISTORY     - 1982     GOOD             NGS
 TQ0073  HISTORY     - 19920827 GOOD             NGS
 TQ0073
 TQ0073                          STATION DESCRIPTION
 TQ0073
 TQ0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TQ0073'3.5 MI SE FROM TWISP.
 TQ0073'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 153 FROM THE SCHOOL AT TWISP,
 TQ0073'AT THE CROSSING OF A POWER LINE, AT THE T JUNCTION OF A GRAVEL ROAD
 TQ0073'WEST, 109 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 77 FEET
 TQ0073'SOUTHEAST OF A T FENCE JUNCTION, 12 FEET NORTHWEST OF THE EXTENDED
 TQ0073'CENTER LINE OF THE GRAVEL ROAD, 2 1/2 FEET WEST OF A POWER POLE AND IN
 TQ0073'LINE WITH AN EAST-WEST POWER LINE, 2.0 FEET SOUTH OF A FENCE, 1.7 FEET
 TQ0073'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 TQ0073'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TQ0073
 TQ0073                          STATION RECOVERY (1969)
 TQ0073
 TQ0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TQ0073'MARK NOT FOUND.
 TQ0073
 TQ0073                          STATION RECOVERY (1982)
 TQ0073
 TQ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0073'4.0 KM (2.5 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE COMMUNITY
 TQ0073'CENTER AT TWISP, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG STATE HIGHWAY
 TQ0073'153, AT THE T JUNCTION OF A PAVED ROAD LEADING WEST, 33.3 METERS
 TQ0073'(109 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 23.5 METERS (77 FT) EAST
 TQ0073'OF INTERSECTION POWER LINE POLE 3211 WHICH IS ALSO THE T JUNCTION
 TQ0073'POLE OF FENCES, 0.6 METER (2 FT) SOUTH OF THE EAST-WEST FENCE AND
 TQ0073'UNDER THE POWER LINES, 3.7 METERS (12 FT) NORTH OF THE EXTENDED
 TQ0073'CENTERLINE OF THE PAVED ROAD LEADING WEST.
 TQ0073'THE MARK IS 0.4 M BELOW CENTERLINE OF HIGHWAY.
 TQ0073
 TQ0073                          STATION RECOVERY (1992)
 TQ0073
 TQ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TQ0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1157 ***********************************************************************
 RZ1157  DESIGNATION -  C 39
 RZ1157  PID         -  RZ1157
 RZ1157  STATE/COUNTY-  WA/COLUMBIA
 RZ1157  USGS QUAD   -  DELANEY (1981)
 RZ1157
 RZ1157                         *CURRENT SURVEY CONTROL
 RZ1157  ___________________________________________________________________
 RZ1157* NAD 83(1986)-  46 30 36.     (N)    117 58 20.     (W)     SCALED    
 RZ1157* NAVD 88     -       286.260  (meters)     939.17   (feet)  ADJUSTED  
 RZ1157  ___________________________________________________________________
 RZ1157  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 RZ1157  DYNAMIC HT  -         286.258 (meters)     939.16  (feet)  COMP
 RZ1157  MODELED GRAV-     980,600.7   (mgal)                       NAVD 88
 RZ1157
 RZ1157  VERT ORDER  -  FIRST     CLASS II
 RZ1157
 RZ1157.The horizontal coordinates were scaled from a topographic map and have
 RZ1157.an estimated accuracy of +/- 6 seconds.
 RZ1157
 RZ1157.The orthometric height was determined by differential leveling
 RZ1157.and adjusted by the National Geodetic Survey in June 1991..
 RZ1157
 RZ1157.The geoid height was determined by GEOID03.
 RZ1157
 RZ1157.The dynamic height is computed by dividing the NAVD 88
 RZ1157.geopotential number by the normal gravity value computed on the
 RZ1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1157.degrees latitude (g = 980.6199 gals.).
 RZ1157
 RZ1157.The modeled gravity was interpolated from observed gravity values.
 RZ1157
 RZ1157;                    North         East    Units  Estimated Accuracy
 RZ1157;SPC WA S     -   133,890.      693,950.      MT  (+/- 180 meters Scaled)
 RZ1157
 RZ1157                          SUPERSEDED SURVEY CONTROL
 RZ1157
 RZ1157  NGVD 29 (??/??/92)  285.30   (m)          936.0    (f) COMPUTED    1 2
 RZ1157
 RZ1157.Superseded values are not recommended for survey control.
 RZ1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1157.See file dsdata.txt to determine how the superseded data were derived.
 RZ1157
 RZ1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM254511(NAD 83)
 RZ1157_MARKER: DB = BENCH MARK DISK
 RZ1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1157_STAMPING: C 39 1933
 RZ1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1157+STABILITY: SURFACE MOTION
 RZ1157
 RZ1157  HISTORY     - Date     Condition        Report By
 RZ1157  HISTORY     - 1933     MONUMENTED       CGS
 RZ1157  HISTORY     - 1968     GOOD             NGS
 RZ1157
 RZ1157                          STATION DESCRIPTION
 RZ1157
 RZ1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1157'15.0 MI N FROM DAYTON.
 RZ1157'15.0 MILES NORTH ALONG U.S. HIGHWAY 410 FROM THE COUNTY COURTHOUSE AT
 RZ1157'DAYTON, COLUMBIA COUNTY, 100 FEET WEST OF THE NORTHWEST END OF A
 RZ1157'60-FOOT WOODEN BRIDGE, 84 FEET SOUTHWEST OF THE JUNCTION OF A ROAD
 RZ1157'LEADING TO STARBUCK, AND 84 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RZ1157'HIGHWAY.  A STANDARD DISK, STAMPED C 39 1933 AND SET IN THE TOP OF A
 RZ1157'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1158 ***********************************************************************
 RZ1158  DESIGNATION -  C 39 RESET 1966
 RZ1158  PID         -  RZ1158
 RZ1158  STATE/COUNTY-  WA/COLUMBIA
 RZ1158  USGS QUAD   -  DELANEY (1981)
 RZ1158
 RZ1158                         *CURRENT SURVEY CONTROL
 RZ1158  ___________________________________________________________________
 RZ1158* NAD 83(1986)-  46 30 37.     (N)    117 58 17.     (W)     SCALED    
 RZ1158* NAVD 88     -       288.249  (meters)     945.70   (feet)  ADJUSTED  
 RZ1158  ___________________________________________________________________
 RZ1158  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 RZ1158  DYNAMIC HT  -         288.247 (meters)     945.69  (feet)  COMP
 RZ1158  MODELED GRAV-     980,600.6   (mgal)                       NAVD 88
 RZ1158
 RZ1158  VERT ORDER  -  FIRST     CLASS I
 RZ1158
 RZ1158.The horizontal coordinates were scaled from a topographic map and have
 RZ1158.an estimated accuracy of +/- 6 seconds.
 RZ1158
 RZ1158.The orthometric height was determined by differential leveling
 RZ1158.and adjusted by the National Geodetic Survey in June 1991..
 RZ1158
 RZ1158.The geoid height was determined by GEOID03.
 RZ1158
 RZ1158.The dynamic height is computed by dividing the NAVD 88
 RZ1158.geopotential number by the normal gravity value computed on the
 RZ1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1158.degrees latitude (g = 980.6199 gals.).
 RZ1158
 RZ1158.The modeled gravity was interpolated from observed gravity values.
 RZ1158
 RZ1158;                    North         East    Units  Estimated Accuracy
 RZ1158;SPC WA S     -   133,930.      694,020.      MT  (+/- 180 meters Scaled)
 RZ1158
 RZ1158                          SUPERSEDED SURVEY CONTROL
 RZ1158
 RZ1158  NGVD 29 (??/??/92)  287.287  (m)          942.54   (f) ADJ UNCH    1 1
 RZ1158
 RZ1158.Superseded values are not recommended for survey control.
 RZ1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1158.See file dsdata.txt to determine how the superseded data were derived.
 RZ1158
 RZ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM254512(NAD 83)
 RZ1158_MARKER: DB = BENCH MARK DISK
 RZ1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1158_STAMPING: C 39 RESET 1966
 RZ1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1158+STABILITY: SURFACE MOTION
 RZ1158
 RZ1158  HISTORY     - Date     Condition        Report By
 RZ1158  HISTORY     - 1966     MONUMENTED       CGS
 RZ1158  HISTORY     - 1968     GOOD             NGS
 RZ1158  HISTORY     - 20050403 GOOD             GEOCAC
 RZ1158
 RZ1158                          STATION DESCRIPTION
 RZ1158
 RZ1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1158'14.75 MI N FROM DAYTON.
 RZ1158'14.75 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT DAYTON,
 RZ1158'IN R39E T12N, SECTION 19, 0.3 MILE NORTH OF MILEPOST 382, AT THE
 RZ1158'JUNCTION OF STARBUCK ROAD, 79 FEET NORTH OF THE CENTER LINE OF THE
 RZ1158'HIGHWAY, 148 FEET EAST OF THE CENTER LINE OF THE ROAD, 151 FEET
 RZ1158'NORTHEAST OF THE CENTER OF THE JUNCTION, 1.3 FEET SOUTH OF A WITNESS
 RZ1158'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RZ1158'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RZ1158
 RZ1158                          STATION RECOVERY (2005)
 RZ1158
 RZ1158'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 RZ1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0584 ***********************************************************************
 TP0584  DESIGNATION -  C 390
 TP0584  PID         -  TP0584
 TP0584  STATE/COUNTY-  WA/OKANOGAN
 TP0584  USGS QUAD   -  PATEROS (1992)
 TP0584
 TP0584                         *CURRENT SURVEY CONTROL
 TP0584  ___________________________________________________________________
 TP0584* NAD 83(1986)-  48 04 20.     (N)    119 59 56.     (W)     SCALED    
 TP0584* NAVD 88     -       329.338  (meters)    1080.50   (feet)  ADJUSTED  
 TP0584  ___________________________________________________________________
 TP0584  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 TP0584  DYNAMIC HT  -         329.376 (meters)    1080.63  (feet)  COMP
 TP0584  MODELED GRAV-     980,718.9   (mgal)                       NAVD 88
 TP0584
 TP0584  VERT ORDER  -  SECOND    CLASS 0
 TP0584
 TP0584.The horizontal coordinates were scaled from a topographic map and have
 TP0584.an estimated accuracy of +/- 6 seconds.
 TP0584
 TP0584.The orthometric height was determined by differential leveling
 TP0584.and adjusted by the National Geodetic Survey in June 1991..
 TP0584
 TP0584.The geoid height was determined by GEOID03.
 TP0584
 TP0584.The dynamic height is computed by dividing the NAVD 88
 TP0584.geopotential number by the normal gravity value computed on the
 TP0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0584.degrees latitude (g = 980.6199 gals.).
 TP0584
 TP0584.The modeled gravity was interpolated from observed gravity values.
 TP0584
 TP0584;                    North         East    Units  Estimated Accuracy
 TP0584;SPC WA N     -   119,550.      562,180.      MT  (+/- 180 meters Scaled)
 TP0584
 TP0584                          SUPERSEDED SURVEY CONTROL
 TP0584
 TP0584  NGVD 29 (??/??/92)  328.102  (m)         1076.45   (f) ADJ UNCH    2 0
 TP0584
 TP0584.Superseded values are not recommended for survey control.
 TP0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0584.See file dsdata.txt to determine how the superseded data were derived.
 TP0584
 TP0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP766286(NAD 83)
 TP0584_MARKER: DB = BENCH MARK DISK
 TP0584_SETTING: 66 = SET IN ROCK OUTCROP
 TP0584_SP_SET: ROCK OUTCROP
 TP0584_STAMPING: C 390 1959
 TP0584_MARK LOGO: CGS   
 TP0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0584+STABILITY: POSITION/ELEVATION WELL
 TP0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP0584+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 TP0584
 TP0584  HISTORY     - Date     Condition        Report By
 TP0584  HISTORY     - 1959     MONUMENTED       CGS
 TP0584  HISTORY     - 19920827 GOOD             NGS
 TP0584
 TP0584                          STATION DESCRIPTION
 TP0584
 TP0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0584'5.1 MI S FROM METHOW.
 TP0584'5.1 MILES SOUTH ALONG STATE HIGHWAY 153 FROM THE POST OFFICE AT
 TP0584'METHOW, IN TOP OF A 2-BY 3-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 2
 TP0584'1/2 FEET ON THE NORTH SIDE, 73 FEET SOUTH OF THE CENTER LINE OF THE
 TP0584'HIGHWAY, 78 FEET SOUTHEAST OF THE WEST END OF A GUARDRAIL, 6.8 FEET
 TP0584'NORTH OF A FENCE, 8.5 FEET NORTHEAST OF A WITNESS POST, AND ABOUT
 TP0584'LEVEL WITH THE HIGHWAY.
 TP0584
 TP0584                          STATION RECOVERY (1992)
 TP0584
 TP0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TP0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0021 ***********************************************************************
 TQ0021  DESIGNATION -  C 391
 TQ0021  PID         -  TQ0021
 TQ0021  STATE/COUNTY-  WA/OKANOGAN
 TQ0021  USGS QUAD   -  PEARRYGIN PEAK (1991)
 TQ0021
 TQ0021                         *CURRENT SURVEY CONTROL
 TQ0021  ___________________________________________________________________
 TQ0021* NAD 83(1986)-  48 36 41.     (N)    120 01 21.     (W)     SCALED    
 TQ0021* NAVD 88     -      1313.905  (meters)    4310.70   (feet)  ADJUSTED  
 TQ0021  ___________________________________________________________________
 TQ0021  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TQ0021  DYNAMIC HT  -        1313.873 (meters)    4310.60  (feet)  COMP
 TQ0021  MODELED GRAV-     980,540.1   (mgal)                       NAVD 88
 TQ0021
 TQ0021  VERT ORDER  -  SECOND    CLASS 0
 TQ0021
 TQ0021.The horizontal coordinates were scaled from a topographic map and have
 TQ0021.an estimated accuracy of +/- 6 seconds.
 TQ0021
 TQ0021.The orthometric height was determined by differential leveling
 TQ0021.and adjusted by the National Geodetic Survey in June 1991..
 TQ0021
 TQ0021.The geoid height was determined by GEOID03.
 TQ0021
 TQ0021.The dynamic height is computed by dividing the NAVD 88
 TQ0021.geopotential number by the normal gravity value computed on the
 TQ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0021.degrees latitude (g = 980.6199 gals.).
 TQ0021
 TQ0021.The modeled gravity was interpolated from observed gravity values.
 TQ0021
 TQ0021;                    North         East    Units  Estimated Accuracy
 TQ0021;SPC WA N     -   179,480.      559,790.      MT  (+/- 180 meters Scaled)
 TQ0021
 TQ0021                          SUPERSEDED SURVEY CONTROL
 TQ0021
 TQ0021  NGVD 29 (??/??/92) 1312.522  (m)         4306.17   (f) ADJ UNCH    2 0
 TQ0021
 TQ0021.Superseded values are not recommended for survey control.
 TQ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0021.See file dsdata.txt to determine how the superseded data were derived.
 TQ0021
 TQ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU194885(NAD 83)
 TQ0021_MARKER: DB = BENCH MARK DISK
 TQ0021_SETTING: 80 = SET IN A BOULDER
 TQ0021_SP_SET: BOULDER
 TQ0021_STAMPING: C 391 4306 1959
 TQ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0021+STABILITY: SURFACE MOTION
 TQ0021
 TQ0021  HISTORY     - Date     Condition        Report By
 TQ0021  HISTORY     - 1959     MONUMENTED       CGS
 TQ0021  HISTORY     - 1966     GOOD             NGS
 TQ0021  HISTORY     - 19881115 GOOD             USGS
 TQ0021
 TQ0021                          STATION DESCRIPTION
 TQ0021
 TQ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TQ0021'16.9 MI NE FROM WINTHROP.
 TQ0021'THE DISK IS SET IN THE HIGH PART OF A 4-FOOT WIDE BOULDER WHICH
 TQ0021'PROJECTS ABOUT 1 FOOT ABOVE THE TOP OF THE BANK ON THE NORTH SIDE OF
 TQ0021'THE EXISTING ROAD.  THE SOUTH SIDE OF THIS BOULDER SLOPES DOWN AT
 TQ0021'ABOUT A 45 DEGREE ANGLE AND ABOUT 12 FEET OF THE SOUTH SIDE OF THE
 TQ0021'BOULDER IS EXPOSED BY THE CUT ALONG THE NORTH SIDE OF THE ROAD.  THE
 TQ0021'NEW ROAD WILL BE TO THE NORTH OF THE MARK, LEAVING THE MARK BETWEEN
 TQ0021'THE TWO ROADS, BUT THE CONSTRUCTION ENGINEER SAYS THE MARK MAY BE
 TQ0021'BURIED UNDER THE EDGE OF THE FILL.  A NEW MARK, C 391 RESET WAS
 TQ0021'ESTABLISHED BETWEEN THE OLD ROAD AND BOULDER CREEK.  SURVEY FOR NEW
 TQ0021'ROAD SHOWS THE MARK TO BE 5150 FEET FROM B 391.
 TQ0021
 TQ0021                          STATION RECOVERY (1988)
 TQ0021
 TQ0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (RWH)
 TQ0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0638 ***********************************************************************
 SX0638  DESIGNATION -  C 392
 SX0638  PID         -  SX0638
 SX0638  STATE/COUNTY-  WA/SNOHOMISH
 SX0638  USGS QUAD   -  MONTE CRISTO (1982)
 SX0638
 SX0638                         *CURRENT SURVEY CONTROL
 SX0638  ___________________________________________________________________
 SX0638* NAD 83(1986)-  47 57 31.     (N)    121 24 57.     (W)     SCALED    
 SX0638* NAVD 88     -       877.948  (meters)    2880.40   (feet)  ADJUSTED  
 SX0638  ___________________________________________________________________
 SX0638  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 SX0638  DYNAMIC HT  -         877.991 (meters)    2880.54  (feet)  COMP
 SX0638  MODELED GRAV-     980,630.4   (mgal)                       NAVD 88
 SX0638
 SX0638  VERT ORDER  -  SECOND    CLASS 0
 SX0638
 SX0638.The horizontal coordinates were scaled from a topographic map and have
 SX0638.an estimated accuracy of +/- 6 seconds.
 SX0638
 SX0638.The orthometric height was determined by differential leveling
 SX0638.and adjusted by the National Geodetic Survey in June 1991..
 SX0638
 SX0638.The geoid height was determined by GEOID03.
 SX0638
 SX0638.The dynamic height is computed by dividing the NAVD 88
 SX0638.geopotential number by the normal gravity value computed on the
 SX0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0638.degrees latitude (g = 980.6199 gals.).
 SX0638
 SX0638.The modeled gravity was interpolated from observed gravity values.
 SX0638
 SX0638;                    North         East    Units  Estimated Accuracy
 SX0638;SPC WA N     -   106,750.      456,500.      MT  (+/- 180 meters Scaled)
 SX0638
 SX0638                          SUPERSEDED SURVEY CONTROL
 SX0638
 SX0638  NGVD 29 (??/??/92)  876.731  (m)         2876.41   (f) ADJ UNCH    2 0
 SX0638
 SX0638.Superseded values are not recommended for survey control.
 SX0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0638.See file dsdata.txt to determine how the superseded data were derived.
 SX0638
 SX0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFU182129(NAD 83)
 SX0638_MARKER: DB = BENCH MARK DISK
 SX0638_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0638_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0638_STAMPING: C 392 1959
 SX0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0638
 SX0638  HISTORY     - Date     Condition        Report By
 SX0638  HISTORY     - 1959     MONUMENTED       CGS
 SX0638
 SX0638                          STATION DESCRIPTION
 SX0638
 SX0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SX0638'3.85 MI S FROM MONTE CRISTO.
 SX0638'ABOUT 3.85 MILES SOUTH ALONG SILVER LAKE TRAIL FROM MONTE CRISTO
 SX0638'LODGE, 13.9 MILES NORTHEAST OF INDEX, 0.15 MILE NORTHEAST OF A
 SX0638'WATERFALL AND A STREAM CROSSING THE ROAD, 0.1 MILE NORTHEAST OF THE
 SX0638'JUNCTION OF AN ABANDONED ROAD LEADING NORTH TO A BRIDGE ACROSS THE
 SX0638'CREEK AND FORMER SITE OF MINERAL CITY, AT THE Y JUNCTION OF A
 SX0638'BULLDOZED LOGGING ROAD (ABANDONED) LEADING SOUTH, 21 FEET SOUTHEAST OF
 SX0638'THE CENTER LINE OF THE ROAD, 16 FEET EAST OF THE CENTER LINE OF THE
 SX0638'LOGGING ROAD, 20 FEET WEST OF A 60-INCH PINE STUMP PROJECTING 6 FEET
 SX0638'ABOVE THE GROUND, ABOUT 6 1/2 FEET HIGHER THAN THE ROAD, AND WELDED ON
 SX0638'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0741 ***********************************************************************
 TP0741  DESIGNATION -  C 393
 TP0741  PID         -  TP0741
 TP0741  STATE/COUNTY-  WA/OKANOGAN
 TP0741  USGS QUAD   -  COXIT MOUNTAIN (1989)
 TP0741
 TP0741                         *CURRENT SURVEY CONTROL
 TP0741  ___________________________________________________________________
 TP0741* NAD 83(1986)-  48 40 54.     (N)    119 52 19.     (W)     SCALED    
 TP0741* NAVD 88     -      1722.583  (meters)    5651.51   (feet)  ADJUSTED  
 TP0741  ___________________________________________________________________
 TP0741  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TP0741  DYNAMIC HT  -        1722.469 (meters)    5651.13  (feet)  COMP
 TP0741  MODELED GRAV-     980,481.7   (mgal)                       NAVD 88
 TP0741
 TP0741  VERT ORDER  -  SECOND    CLASS 0
 TP0741
 TP0741.The horizontal coordinates were scaled from a topographic map and have
 TP0741.an estimated accuracy of +/- 6 seconds.
 TP0741
 TP0741.The orthometric height was determined by differential leveling
 TP0741.and adjusted by the National Geodetic Survey in June 1991..
 TP0741
 TP0741.The geoid height was determined by GEOID03.
 TP0741
 TP0741.The dynamic height is computed by dividing the NAVD 88
 TP0741.geopotential number by the normal gravity value computed on the
 TP0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0741.degrees latitude (g = 980.6199 gals.).
 TP0741
 TP0741.The modeled gravity was interpolated from observed gravity values.
 TP0741
 TP0741;                    North         East    Units  Estimated Accuracy
 TP0741;SPC WA N     -   187,420.      570,790.      MT  (+/- 180 meters Scaled)
 TP0741
 TP0741                          SUPERSEDED SURVEY CONTROL
 TP0741
 TP0741  NGVD 29 (??/??/92) 1721.114  (m)         5646.69   (f) ADJ UNCH    2 0
 TP0741
 TP0741.Superseded values are not recommended for survey control.
 TP0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0741.See file dsdata.txt to determine how the superseded data were derived.
 TP0741
 TP0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP886960(NAD 83)
 TP0741_MARKER: DB = BENCH MARK DISK
 TP0741_SETTING: 80 = SET IN A BOULDER
 TP0741_STAMPING: C 393 1959
 TP0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0741+STABILITY: SURFACE MOTION
 TP0741
 TP0741  HISTORY     - Date     Condition        Report By
 TP0741  HISTORY     - 1959     MONUMENTED       CGS
 TP0741  HISTORY     - 19851212 MARK NOT FOUND   USPSQD
 TP0741
 TP0741                          STATION DESCRIPTION
 TP0741
 TP0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0741'11.8 MI NW FROM CONCONULLY.
 TP0741'11.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TP0741'CONCONULLY, 0.13 MILE EAST OF THE CROSSING OF MUTTON CREEK, IN TOP OF
 TP0741'A 3-BY 7-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 3 1/2 FEET ABOVE
 TP0741'THE GROUND, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 8.5 FEET
 TP0741'NORTHEAST OF THE NORTH END OF A 24-INCH PIPE CULVERT, 4.6 FEET
 TP0741'WEST-SOUTHWEST OF A WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE
 TP0741'ROAD.
 TP0741
 TP0741                          STATION RECOVERY (1985)
 TP0741
 TP0741'RECOVERY NOTE BY US POWER SQUADRON 1985 (LAB)
 TP0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0651 ***********************************************************************
 TP0651  DESIGNATION -  C 394
 TP0651  PID         -  TP0651
 TP0651  STATE/COUNTY-  WA/OKANOGAN
 TP0651  USGS QUAD   -  LOOMIS (1982)
 TP0651
 TP0651                         *CURRENT SURVEY CONTROL
 TP0651  ___________________________________________________________________
 TP0651* NAD 83(1986)-  48 50 53.     (N)    119 43 42.     (W)     SCALED    
 TP0651* NAVD 88     -       783.469  (meters)    2570.43   (feet)  ADJUSTED  
 TP0651  ___________________________________________________________________
 TP0651  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 TP0651  DYNAMIC HT  -         783.539 (meters)    2570.66  (feet)  COMP
 TP0651  MODELED GRAV-     980,674.7   (mgal)                       NAVD 88
 TP0651
 TP0651  VERT ORDER  -  SECOND    CLASS 0
 TP0651
 TP0651.The horizontal coordinates were scaled from a topographic map and have
 TP0651.an estimated accuracy of +/- 6 seconds.
 TP0651
 TP0651.The orthometric height was determined by differential leveling
 TP0651.and adjusted by the National Geodetic Survey in June 1991..
 TP0651
 TP0651.The geoid height was determined by GEOID03.
 TP0651
 TP0651.The dynamic height is computed by dividing the NAVD 88
 TP0651.geopotential number by the normal gravity value computed on the
 TP0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0651.degrees latitude (g = 980.6199 gals.).
 TP0651
 TP0651.The modeled gravity was interpolated from observed gravity values.
 TP0651
 TP0651;                    North         East    Units  Estimated Accuracy
 TP0651;SPC WA N     -   206,060.      581,100.      MT  (+/- 180 meters Scaled)
 TP0651
 TP0651                          SUPERSEDED SURVEY CONTROL
 TP0651
 TP0651  NGVD 29 (??/??/92)  782.128  (m)         2566.03   (f) ADJ UNCH    2 0
 TP0651
 TP0651.Superseded values are not recommended for survey control.
 TP0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0651.See file dsdata.txt to determine how the superseded data were derived.
 TP0651
 TP0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ998141(NAD 83)
 TP0651_MARKER: DB = BENCH MARK DISK
 TP0651_SETTING: 66 = SET IN ROCK OUTCROP
 TP0651_SP_SET: GRANITE OUTCROP
 TP0651_STAMPING: C 394 1959
 TP0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0651+STABILITY: POSITION/ELEVATION WELL
 TP0651
 TP0651  HISTORY     - Date     Condition        Report By
 TP0651  HISTORY     - 1959     MONUMENTED       CGS
 TP0651
 TP0651                          STATION DESCRIPTION
 TP0651
 TP0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0651'7.85 MI W FROM LOOMIS.
 TP0651'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0651'LOOMIS, THENCE 5.7 MILES WEST ALONG A GRAVEL ROAD, 0.3 MILE WEST OF A
 TP0651'CATTLEGUARD, IN TOP OF A LEDGE OF GRANITE OUTCROP WHICH PROJECTS ABOUT
 TP0651'3 FEET ABOVE THE GROUND, 39 FEET EAST-NORTHEAST OF THE CENTER LINE OF
 TP0651'THE ROAD, 5.7 FEET NORTH OF A WITNESS POST, AND ABOUT 4 FEET HIGHER
 TP0651'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0753 ***********************************************************************
 TP0753  CBN         -  This is a Cooperative Base Network Control Station.
 TP0753  DESIGNATION -  C 395
 TP0753  PID         -  TP0753
 TP0753  STATE/COUNTY-  WA/OKANOGAN
 TP0753  USGS QUAD   -  ENTERPRISE (1982)
 TP0753
 TP0753                         *CURRENT SURVEY CONTROL
 TP0753  ___________________________________________________________________
 TP0753* NAD 83(1998)-  48 48 57.68471(N)    119 36 40.35168(W)     ADJUSTED  
 TP0753* NAVD 88     -       441.760  (meters)    1449.34   (feet)  ADJUSTED  
 TP0753  ___________________________________________________________________
 TP0753  X           -  -2,079,289.135 (meters)                     COMP
 TP0753  Y           -  -3,658,544.139 (meters)                     COMP
 TP0753  Z           -   4,777,430.308 (meters)                     COMP
 TP0753  LAPLACE CORR-          -7.80  (seconds)                    DEFLEC99
 TP0753  ELLIP HEIGHT-         423.95  (meters)          (07/03/01) GPS OBS
 TP0753  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 TP0753  DYNAMIC HT  -         441.809 (meters)    1449.50  (feet)  COMP
 TP0753  MODELED GRAV-     980,709.8   (mgal)                       NAVD 88
 TP0753
 TP0753  HORZ ORDER  -  B
 TP0753  VERT ORDER  -  SECOND    CLASS 0
 TP0753  ELLP ORDER  -  FIFTH     CLASS I
 TP0753
 TP0753.The horizontal coordinates were established by GPS observations
 TP0753.and adjusted by the National Geodetic Survey in July 2001..
 TP0753.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TP0753.DATUM ITEM on the data sheet items page.
 TP0753
 TP0753.The orthometric height was determined by differential leveling
 TP0753.and adjusted by the National Geodetic Survey in June 1991..
 TP0753
 TP0753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TP0753
 TP0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0753
 TP0753.The ellipsoidal height was determined by GPS observations
 TP0753.and is referenced to NAD 83.
 TP0753
 TP0753.The geoid height was determined by GEOID03.
 TP0753
 TP0753.The dynamic height is computed by dividing the NAVD 88
 TP0753.geopotential number by the normal gravity value computed on the
 TP0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0753.degrees latitude (g = 980.6199 gals.).
 TP0753
 TP0753.The modeled gravity was interpolated from observed gravity values.
 TP0753
 TP0753;                    North         East     Units Scale Factor Converg.
 TP0753;SPC WA N     -   202,631.732   589,751.661   MT  1.00001660   +0 54 35.6
 TP0753;SPC WA N     -   664,800.94  1,934,876.91   sFT  1.00001660   +0 54 35.6
 TP0753;UTM  11      - 5,410,292.681   308,315.896   MT  1.00005141   -1 57 56.8
 TP0753
 TP0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0753!SPC WA N     -   0.99993356  x   1.00001660  =   0.99995016
 TP0753!UTM  11      -   0.99993356  x   1.00005141  =   0.99998497
 TP0753
 TP0753                          SUPERSEDED SURVEY CONTROL
 TP0753
 TP0753  NAD 83(1991)-  48 48 57.68316(N)    119 36 40.35276(W) AD(       ) B
 TP0753  ELLIP H (05/29/91)  424.09   (m)                       GP(       ) 4 1
 TP0753  NGVD 29 (??/??/92)  440.430  (m)         1444.98   (f) ADJ UNCH    2 0
 TP0753
 TP0753.Superseded values are not recommended for survey control.
 TP0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0753.See file dsdata.txt to determine how the superseded data were derived.
 TP0753
 TP0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ0831610293(NAD 83)
 TP0753_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0753_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 TP0753_SP_SET: GALVANIZED STEEL PIPE
 TP0753_STAMPING: C 395 1959
 TP0753_MARK LOGO: CGS   
 TP0753_MAGNETIC: P = MARKER IS A STEEL PIPE
 TP0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP0753+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1992
 TP0753
 TP0753  HISTORY     - Date     Condition        Report By
 TP0753  HISTORY     - 1959     MONUMENTED       CGS
 TP0753  HISTORY     - 19900320 GOOD             NGS
 TP0753  HISTORY     - 19920904 GOOD             NGS
 TP0753
 TP0753                          STATION DESCRIPTION
 TP0753
 TP0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0753'1.3 MI E FROM LOOMIS.
 TP0753'1.3 MILES EAST ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT LOOMIS,
 TP0753'AT THE MAIN ENTRANCE TO A CEMETERY, 52 FEET SOUTH OF THE CENTER LINE
 TP0753'OF THE ROAD, 11 FEET EAST OF THE CENTER LINE OF THE ENTRANCE ROAD, 16
 TP0753'FEET SOUTH OF THE EAST END OF A GATE ACROSS THE ENTRANCE ROAD, ABOUT
 TP0753'LEVEL WITH THE ROAD, A CAP RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 TP0753'PROJECTING 1 1/2 FEET ABOVE THE GROUND.
 TP0753
 TP0753                          STATION RECOVERY (1990)
 TP0753
 TP0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TP0753'THE STATION IS LOCATED ABOUT 64.4 KM (40.0 MI) NORTHEAST OF MAZAMA,
 TP0753'22.5 KM (14.0 MI) NORTHWEST OF TONASKET, 19.3 KM (12.0 MI) SOUTHWEST
 TP0753'OF OROVILLE, 2.1 KM (1.3 MI) EAST OF LOOMIS AND AT THE LOOMIS
 TP0753'CEMETERY.
 TP0753'TO REACH FROM THE US FOREST SERVICE WORK CENTER AT LOOMIS, GO EASTERLY
 TP0753'ON THE SURFACED COUNTY ROAD FOR 2.09 KM (1.30 MI) TO THE MAIN
 TP0753'ENTRANCE TO THE CEMETERY AND THE STATION ON THE RIGHT.
 TP0753'THE MARK IS FASTENED TO THE TOP OF A 3-1/2 IRON PIPE THAT PROJECTS
 TP0753'0.46 M (1.51 FT) ABOVE THE GROUND SURFACE.  IT IS 15.8 M (51.8 FT)
 TP0753'SOUTH OF THE CENTER OF THE SURFACED COUNTY ROAD, 4.9 M (16.1 FT) SOUTH
 TP0753'OF THE EAST GATE POST AND 1.0 M (3.3 FT) BELOW THE ROAD SURFACE.  IT
 TP0753'IS 7.5 M (24.6 FT) WEST OF BENCH MARK D 395 1959.
 TP0753
 TP0753                          STATION RECOVERY (1992)
 TP0753
 TP0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TP0753'STATION IS LOCATED ABOUT 18 KM (11.2 MI) SOUTHWEST OF OROVILLE, 15
 TP0753'KM (9.3 MI) WEST-NORTHWEST OF ELLISFORDE, 2 KM (1.2 MI) EAST OF
 TP0753'LOOMIS, AT THE MOUNTAINVIEW CEMETERY, JUST INSIDE THE CENTER ONE OF
 TP0753'THREE ENTRANCES.  OWNERSHIP--UNKNOWN.
 TP0753'TO REACH FROM THE ELLISFORDE CHURCH OF THE BRETHERN, ON THE EAST SIDE
 TP0753'OF US HIGHWAY 97 IN ELLISFORDE, GO NORTH ON HIGHWAY 97 FOR 0.44 KM
 TP0753'(0.27 MI) TO A PAVED ROAD LEFT.  TURN LEFT, WEST, ON ROAD FOR 0.97
 TP0753'KM (0.60 MI) TO A T-TOAD.  TURN LEFT, SOUTHERLY, ON PAVED ROAD FOR
 TP0753'2.05 KM (1.27 MI) TO A T-ROAD.  TURN RIGHT, NORTHERLY ON PAVED
 TP0753'ROAD FOR 13.53 KM (8.41 MI) TO A LAKESIDE WATER PUMPING STATION.
 TP0753'CONTINUE AHEAD FOR 3.01 KM (1.87 MI) TO THE CENTER ENTRANCE TO
 TP0753'CEMETERY AND STATION ON THE LEFT.
 TP0753'STATION MARK IS A DISK CAPPED ON A 10-CM PIPE PROJECTING 0.5 M
 TP0753'(1.6 FT) ABOVE GROUND IN THE LAWN.  IT IS 4.9 M (16.1 FT) SOUTH
 TP0753'OF THE CONCRETE EAST GATE POST, 7.1 M (23.3 FT) EAST-SOUTHEAST OF
 TP0753'THE SOUTHEAST CORNER OF THE BOTTOM STEP TO CONCRETE STEPS IN THE
 TP0753'FENCE, 0.8 M (2.6 FT) WEST OF A UTILITY POLE GUY, 3.5 M (11.5 FT)
 TP0753'SOUTHWEST OF THE HANDLE ON AN ELEVATED PIPELINE, 13.0 M (42.7 FT)
 TP0753'EAST OF A WOODEN FLAGPOLE, 3 M (9.8 FT) EAST OF THE GRAVEL EDGE
 TP0753'TO PARKING AREA, AND 2.5 M (8.2 FT) WEST-NORTHWEST OF THE
 TP0753'NORTHWEST CORNER OF THE WILLIAM J FORD HEADSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0513 ***********************************************************************
 TR0513  DESIGNATION -  C 4
 TR0513  PID         -  TR0513
 TR0513  STATE/COUNTY-  WA/ISLAND
 TR0513  USGS QUAD   -  OAK HARBOR (1973)
 TR0513
 TR0513                         *CURRENT SURVEY CONTROL
 TR0513  ___________________________________________________________________
 TR0513* NAD 83(1991)-  48 18 25.70360(N)    122 40 08.38730(W)     ADJUSTED  
 TR0513* NAVD 88     -        61.707  (meters)     202.45   (feet)  ADJUSTED  
 TR0513  ___________________________________________________________________
 TR0513  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 TR0513  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 TR0513  DYNAMIC HT  -          61.722 (meters)     202.50  (feet)  COMP
 TR0513  MODELED GRAV-     980,845.0   (mgal)                       NAVD 88
 TR0513
 TR0513  HORZ ORDER  -  THIRD
 TR0513  VERT ORDER  -  FIRST     CLASS II
 TR0513
 TR0513.The horizontal coordinates were established by classical geodetic methods
 TR0513.and adjusted by the National Geodetic Survey in December 1991..
 TR0513
 TR0513.The orthometric height was determined by differential leveling
 TR0513.and adjusted by the National Geodetic Survey in June 1991..
 TR0513
 TR0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0513
 TR0513.The geoid height was determined by GEOID03.
 TR0513
 TR0513.The dynamic height is computed by dividing the NAVD 88
 TR0513.geopotential number by the normal gravity value computed on the
 TR0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0513.degrees latitude (g = 980.6199 gals.).
 TR0513
 TR0513.The modeled gravity was interpolated from observed gravity values.
 TR0513
 TR0513;                    North         East     Units Scale Factor Converg.
 TR0513;SPC WA N     -   146,955.860   363,848.110   MT  0.99994770   -1 22 00.1
 TR0513;SPC WA N     -   482,137.68  1,193,725.01   sFT  0.99994770   -1 22 00.1
 TR0513;UTM  10      - 5,350,491.405   524,544.443   MT  0.99960740   +0 14 49.8
 TR0513
 TR0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0513!SPC WA N     -   0.99999382  x   0.99994770  =   0.99994152
 TR0513!UTM  10      -   0.99999382  x   0.99960740  =   0.99960122
 TR0513
 TR0513|---------------------------------------------------------------------|
 TR0513| PID    Reference Object                     Distance      Geod. Az  |
 TR0513|                                                           dddmmss.s |
 TR0513| TR0514 C 5                                 254.072 METERS 07350     |
 TR0513| TR0512 C 3                                 432.091 METERS 2651028.1 |
 TR0513|---------------------------------------------------------------------|
 TR0513
 TR0513                          SUPERSEDED SURVEY CONTROL
 TR0513
 TR0513  NAD 83(1986)-  48 18 25.70414(N)    122 40 08.39160(W) AD(       ) 3
 TR0513  NAD 27      -  48 18 26.34500(N)    122 40 03.76800(W) AD(       ) 3
 TR0513  NGVD 29 (??/??/92)   60.560  (m)          198.69   (f) ADJ UNCH    1 2
 TR0513
 TR0513.Superseded values are not recommended for survey control.
 TR0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0513.See file dsdata.txt to determine how the superseded data were derived.
 TR0513
 TR0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2454450491(NAD 83)
 TR0513_MARKER: DB = BENCH MARK DISK
 TR0513_SETTING: 0 = UNSPECIFIED SETTING
 TR0513_STAMPING: C 4 1952
 TR0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0513
 TR0513  HISTORY     - Date     Condition        Report By
 TR0513  HISTORY     - 1952     MONUMENTED       CGS
 TR0513  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0513  HISTORY     - 1973     GOOD             USGS
 TR0513
 TR0513                          STATION DESCRIPTION
 TR0513
 TR0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0513'THE STATION IS ON THE SOUTH SIDE OF THE ROAD AT A FARM
 TR0513'ENTRANCE.  0.55 MILE WEST OF THE INTERSECTION OF COUNTY ASPHALT
 TR0513'ROAD AND STATE HIGHWAY 1-D, WHICH IS 1.8 MILES WEST AND NORTH FROM
 TR0513'THE OAK HARBOR POST OFFICE.
 TR0513'
 TR0513'THE MARK IS A STANDARD BRONZE DISK, STAMPED C-4, 1952, SET IN A
 TR0513'CONCRETE MONUMENT PROJECTING 0.1 FT. ABOVE THE GROUND, WHICH IS
 TR0513'27.0 FT. SOUTH OF CENTERLINE OF ROAD, 19.0 FT. EAST OF CENTERLINE
 TR0513'OF THE GRAVEL DRIVEWAY AT FARM ENTRANCE AND 2.4 FT. NORTHWEST OF
 TR0513'FENCE LINE.
 TR0513
 TR0513                          STATION RECOVERY (1960)
 TR0513
 TR0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0513'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 TR0513'52 FEET SOUTH SOUTHEAST OF A TELEPHONE POLE ON THE NORTH SIDE
 TR0513'OF THE ROAD AND 1.7 FEET NORTH OF A WITNESS POST.  THE MARK IS
 TR0513'FLUSH WITH THE GROUND.
 TR0513
 TR0513                          STATION RECOVERY (1973)
 TR0513
 TR0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0513'2.1 MI NW FROM OAK HARBOR.
 TR0513'0.2 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR.
 TR0513'THENCE 0.4 MILE N. ALONG STATE HWY. 20.  THENCE 1.0 MILE N. ALONG OAK
 TR0513'HARBOR ROAD (80 NW. STREET).  THENCE 0.55 MILE WEST ALONG CROSBY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0119 ***********************************************************************
 SA0119  DESIGNATION -  C 40
 SA0119  PID         -  SA0119
 SA0119  STATE/COUNTY-  WA/WALLA WALLA
 SA0119  USGS QUAD   -  BUROKER (1966)
 SA0119
 SA0119                         *CURRENT SURVEY CONTROL
 SA0119  ___________________________________________________________________
 SA0119* NAD 83(1986)-  46 07 01.     (N)    118 13 08.     (W)     SCALED    
 SA0119* NAVD 88     -       393.991  (meters)    1292.62   (feet)  ADJUSTED  
 SA0119  ___________________________________________________________________
 SA0119  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 SA0119  DYNAMIC HT  -         393.969 (meters)    1292.55  (feet)  COMP
 SA0119  MODELED GRAV-     980,549.4   (mgal)                       NAVD 88
 SA0119
 SA0119  VERT ORDER  -  FIRST     CLASS I
 SA0119
 SA0119.The horizontal coordinates were scaled from a topographic map and have
 SA0119.an estimated accuracy of +/- 6 seconds.
 SA0119
 SA0119.The orthometric height was determined by differential leveling
 SA0119.and adjusted by the National Geodetic Survey in June 1991..
 SA0119
 SA0119.The geoid height was determined by GEOID03.
 SA0119
 SA0119.The dynamic height is computed by dividing the NAVD 88
 SA0119.geopotential number by the normal gravity value computed on the
 SA0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0119.degrees latitude (g = 980.6199 gals.).
 SA0119
 SA0119.The modeled gravity was interpolated from observed gravity values.
 SA0119
 SA0119;                    North         East    Units  Estimated Accuracy
 SA0119;SPC WA S     -    89,650.      676,300.      MT  (+/- 180 meters Scaled)
 SA0119
 SA0119                          SUPERSEDED SURVEY CONTROL
 SA0119
 SA0119  NGVD 29 (??/??/92)  392.984  (m)         1289.32   (f) ADJ UNCH    1 1
 SA0119
 SA0119.Superseded values are not recommended for survey control.
 SA0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0119.See file dsdata.txt to determine how the superseded data were derived.
 SA0119
 SA0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM058077(NAD 83)
 SA0119_MARKER: DB = BENCH MARK DISK
 SA0119_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SA0119_SP_SET: ABUTMENT
 SA0119_STAMPING: C 40 1933
 SA0119_MARK LOGO: CGS   
 SA0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA0119+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1988
 SA0119
 SA0119  HISTORY     - Date     Condition        Report By
 SA0119  HISTORY     - 1933     MONUMENTED       CGS
 SA0119  HISTORY     - 1968     GOOD             NGS
 SA0119  HISTORY     - 19880330 GOOD             WADT
 SA0119
 SA0119                          STATION DESCRIPTION
 SA0119
 SA0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0119'3.4 MI SW FROM DIXIE.
 SA0119'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE POST OFFICE AT
 SA0119'DIXIE, SET VERTICALLY IN THE NORTHWEST FACE OF THE SOUTHEAST CONCRETE
 SA0119'ABUTMENT OF A NORTHERN PACIFIC RAILWAY OVERPASS, 16 FEET SOUTHEAST OF
 SA0119'THE CENTER LINE OF THE HIGHWAY, 7.3 FEET NORTHEAST OF THE SOUTHWEST
 SA0119'END OF THE ABUTMENT, AND ABOUT 5 1/2 FEET HIGHER THAN THE HIGHWAY.
 SA0119
 SA0119                          STATION RECOVERY (1988)
 SA0119
 SA0119'RECOVERY NOTE BY WA DEPT OF TRANSP 1988
 SA0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2499 ***********************************************************************
 SA2499  DESIGNATION -  C 40 RESET
 SA2499  PID         -  SA2499
 SA2499  STATE/COUNTY-  WA/WALLA WALLA
 SA2499  USGS QUAD   -  BUROKER (1966)
 SA2499
 SA2499                         *CURRENT SURVEY CONTROL
 SA2499  ___________________________________________________________________
 SA2499* NAD 83(1986)-  46 07 01.     (N)    118 13 08.     (W)     SCALED    
 SA2499* NAVD 88     -       390.93   (meters)    1282.6    (feet)  RESET     
 SA2499  ___________________________________________________________________
 SA2499  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 SA2499
 SA2499  VERT ORDER  -  THIRD
 SA2499
 SA2499.The horizontal coordinates were scaled from a topographic map and have
 SA2499.an estimated accuracy of +/- 6 seconds.
 SA2499
 SA2499.The orthometric height was computed from unverified reset data.
 SA2499.No vertical observational check was made to the station.
 SA2499
 SA2499.The geoid height was determined by GEOID03.
 SA2499
 SA2499;                    North         East    Units  Estimated Accuracy
 SA2499;SPC WA S     -    89,650.      676,300.      MT  (+/- 180 meters Scaled)
 SA2499
 SA2499                          SUPERSEDED SURVEY CONTROL
 SA2499
 SA2499  NGVD 29 (12/17/02)  389.93   (m)         1279.3    (f) RESET       3  
 SA2499
 SA2499.Superseded values are not recommended for survey control.
 SA2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2499.See file dsdata.txt to determine how the superseded data were derived.
 SA2499
 SA2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM058077(NAD 83)
 SA2499_MARKER: DV = VERTICAL CONTROL DISK
 SA2499_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SA2499_SP_SET: BRIDGE ABUTMENT
 SA2499_STAMPING: C 40 RESET 1988
 SA2499_MARK LOGO: NGS   
 SA2499_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2499+SATELLITE: SATELLITE OBSERVATIONS - 1988
 SA2499
 SA2499  HISTORY     - Date     Condition        Report By
 SA2499  HISTORY     - 1988     MONUMENTED       WADT
 SA2499
 SA2499                          STATION DESCRIPTION
 SA2499
 SA2499'DESCRIBED BY WA DEPT OF TRANSP 1988
 SA2499'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) EAST OF WALLA WALLA, 0.32
 SA2499'KM (0.20 MI) EAST OF THE INTERSECTION OF US HIGHWAY 12 AND SPRING
 SA2499'CREEK ROAD AND ON HIGHWAY RIGHT-OF-WAY.
 SA2499'TO REACH FROM THE POST OFFICE IN WALLA WALLA, GO NORTHWEST ON SECOND
 SA2499'AVENUE NORTH FOR 0.48 KM (0.30 MI) TO THE ENTRANCE RAMP FOR US
 SA2499'HIGHWAY 12. TURN LEFT AND GO WEST ON THE ENTRANCE RAMP FOR 0.32 KM
 SA2499'(0.20 MI) TO US HIGHAWY 12.  GO EAST ON US HIGHWAY 12 FOR 11.59 KM
 SA2499'(7.20 MI) TO THE STATION ON THE RIGHT.
 SA2499'THE MARK IS SET IN A DRILL HOLE IN THE HEADWALL IN THE SOUTHWEST
 SA2499'CORNER OF THE CULVERT.  IT IS 0.32 KM (0.20 MI) EAST OF THE
 SA2499'INTERSECTION 0F SPRING CREEK ROAD, 7.92 M (25.98 FT) SOUTH-SOUTHEAST
 SA2499'OF THE CENTER OF US HIGHWAY 12 AND 0.55 M (1.80 FT) NORTHEAST OF THE
 SA2499'END OF THE HEADWALL AND A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0712 ***********************************************************************
 SA0712  DESIGNATION -  C 401
 SA0712  PID         -  SA0712
 SA0712  STATE/COUNTY-  WA/GRANT
 SA0712  USGS QUAD   -  WARDEN (1978)
 SA0712
 SA0712                         *CURRENT SURVEY CONTROL
 SA0712  ___________________________________________________________________
 SA0712* NAD 83(1986)-  46 55 36.     (N)    119 04 26.     (W)     SCALED    
 SA0712* NAVD 88     -       387.257  (meters)    1270.53   (feet)  ADJUSTED  
 SA0712  ___________________________________________________________________
 SA0712  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SA0712  DYNAMIC HT  -         387.275 (meters)    1270.58  (feet)  COMP
 SA0712  MODELED GRAV-     980,651.0   (mgal)                       NAVD 88
 SA0712
 SA0712  VERT ORDER  -  SECOND    CLASS 0
 SA0712
 SA0712.The horizontal coordinates were scaled from a topographic map and have
 SA0712.an estimated accuracy of +/- 6 seconds.
 SA0712
 SA0712.The orthometric height was determined by differential leveling
 SA0712.and adjusted by the National Geodetic Survey in June 1991..
 SA0712
 SA0712.The geoid height was determined by GEOID03.
 SA0712
 SA0712.The dynamic height is computed by dividing the NAVD 88
 SA0712.geopotential number by the normal gravity value computed on the
 SA0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0712.degrees latitude (g = 980.6199 gals.).
 SA0712
 SA0712.The modeled gravity was interpolated from observed gravity values.
 SA0712
 SA0712;                    North         East    Units  Estimated Accuracy
 SA0712;SPC WA S     -   178,080.      608,600.      MT  (+/- 180 meters Scaled)
 SA0712
 SA0712                          SUPERSEDED SURVEY CONTROL
 SA0712
 SA0712  NGVD 29 (??/??/92)  386.132  (m)         1266.83   (f) ADJ UNCH    2 0
 SA0712
 SA0712.Superseded values are not recommended for survey control.
 SA0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0712.See file dsdata.txt to determine how the superseded data were derived.
 SA0712
 SA0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM421991(NAD 83)
 SA0712_MARKER: DB = BENCH MARK DISK
 SA0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0712_STAMPING: C 401 1961
 SA0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0712+STABILITY: SURFACE MOTION
 SA0712
 SA0712  HISTORY     - Date     Condition        Report By
 SA0712  HISTORY     - 1961     MONUMENTED       CGS
 SA0712
 SA0712                          STATION DESCRIPTION
 SA0712
 SA0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0712'3.0 MI S FROM WARDEN.
 SA0712'0.3 MILE WEST ALONG A PAVED STREET FROM THE POST OFFICE IN WARDEN,
 SA0712'THENCE 3.0 MILES SOUTH ALONG A SURFACED ROAD, THENCE 1.3 MILES WEST
 SA0712'ALONG A GRAVELED ROAD, 32 FEET NORTH OF THE CENTER OF THE GRAVELED
 SA0712'ROAD, 2 FEET SOUTH OF POWER POLE NUMBER 16, 2.0 FEET SOUTHWEST OF A
 SA0712'WITNESS POST, 1.2 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A
 SA0712'SQUARE, CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0433 ***********************************************************************
 SA0433  DESIGNATION -  C 402
 SA0433  PID         -  SA0433
 SA0433  STATE/COUNTY-  WA/FRANKLIN
 SA0433  USGS QUAD   -  LEVEY SW (1991)
 SA0433
 SA0433                         *CURRENT SURVEY CONTROL
 SA0433  ___________________________________________________________________
 SA0433* NAD 83(1986)-  46 15 05.     (N)    118 53 33.     (W)     SCALED    
 SA0433* NAVD 88     -       135.236  (meters)     443.69   (feet)  ADJUSTED  
 SA0433  ___________________________________________________________________
 SA0433  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 SA0433  DYNAMIC HT  -         135.237 (meters)     443.69  (feet)  COMP
 SA0433  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 SA0433
 SA0433  VERT ORDER  -  SECOND    CLASS 0
 SA0433
 SA0433.The horizontal coordinates were scaled from a topographic map and have
 SA0433.an estimated accuracy of +/- 6 seconds.
 SA0433
 SA0433.The orthometric height was determined by differential leveling
 SA0433.and adjusted by the National Geodetic Survey in June 1991..
 SA0433
 SA0433.The geoid height was determined by GEOID03.
 SA0433
 SA0433.The dynamic height is computed by dividing the NAVD 88
 SA0433.geopotential number by the normal gravity value computed on the
 SA0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0433.degrees latitude (g = 980.6199 gals.).
 SA0433
 SA0433.The modeled gravity was interpolated from observed gravity values.
 SA0433
 SA0433;                    North         East    Units  Estimated Accuracy
 SA0433;SPC WA S     -   103,300.      623,940.      MT  (+/- 180 meters Scaled)
 SA0433
 SA0433                          SUPERSEDED SURVEY CONTROL
 SA0433
 SA0433  NGVD 29 (??/??/92)  134.213  (m)          440.33   (f) ADJ UNCH    2 0
 SA0433
 SA0433.Superseded values are not recommended for survey control.
 SA0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0433.See file dsdata.txt to determine how the superseded data were derived.
 SA0433
 SA0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM541237(NAD 83)
 SA0433_MARKER: DD = SURVEY DISK
 SA0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0433_SP_SET: OVERPASS
 SA0433_STAMPING: C 402
 SA0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0433
 SA0433  HISTORY     - Date     Condition        Report By
 SA0433  HISTORY     - UNK      MONUMENTED       DOD
 SA0433  HISTORY     - 1961     GOOD             NGS
 SA0433
 SA0433                          STATION DESCRIPTION
 SA0433
 SA0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0433'10.65 MI NE FROM PASCO.
 SA0433'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 SA0433'PASCO, THENCE 7.0 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND
 SA0433'SEATTLE RAILWAY, IN THE TOP OF THE NORTH END OF THE NORTH CONCRETE
 SA0433'WING WALL OF RAILROAD OVERPASS 241.2 OVER THE ACCESS ROAD LEADING TO
 SA0433'ICE HARBOR DAM, 7.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 SA0433'TRACK, 0.6 FOOT NORTHWEST OF A GUARDRAIL, AND ABOUT 0.6 FOOT LOWER
 SA0433'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0746 ***********************************************************************
 SW0746  DESIGNATION -  C 402
 SW0746  PID         -  SW0746
 SW0746  STATE/COUNTY-  WA/GRANT
 SW0746  USGS QUAD   -  QUINCY (1966)
 SW0746
 SW0746                         *CURRENT SURVEY CONTROL
 SW0746  ___________________________________________________________________
 SW0746* NAD 83(1986)-  47 09 39.     (N)    119 46 05.     (W)     SCALED    
 SW0746* NAVD 88     -       370.90   (+/-2cm)    1216.9    (feet)  VERTCON   
 SW0746  ___________________________________________________________________
 SW0746  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 SW0746
 SW0746  VERT ORDER  -  ? (See Below)
 SW0746
 SW0746.The horizontal coordinates were scaled from a topographic map and have
 SW0746.an estimated accuracy of +/- 6 seconds.
 SW0746
 SW0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0746.The vertical order pertains to the NGVD 29 superseded value.
 SW0746
 SW0746.The geoid height was determined by GEOID03.
 SW0746
 SW0746;                    North         East    Units  Estimated Accuracy
 SW0746;SPC WA S     -   203,390.      555,500.      MT  (+/- 180 meters Scaled)
 SW0746
 SW0746                          SUPERSEDED SURVEY CONTROL
 SW0746
 SW0746  NGVD 29 (??/??/92)  369.773  (m)         1213.16   (f) ADJ UNCH    ?  
 SW0746
 SW0746.Superseded values are not recommended for survey control.
 SW0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0746.See file dsdata.txt to determine how the superseded data were derived.
 SW0746
 SW0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN901267(NAD 83)
 SW0746_MARKER: N = NAIL
 SW0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0746+STABILITY: SURFACE MOTION
 SW0746
 SW0746  HISTORY     - Date     Condition        Report By
 SW0746  HISTORY     - UNK      MONUMENTED       BOR
 SW0746  HISTORY     - 1935     GOOD             NGS
 SW0746  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0746
 SW0746                          STATION DESCRIPTION
 SW0746
 SW0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0746'10 MI W FROM MORRISON.
 SW0746'10 MILES WEST ALONG A ROAD FROM MORRISON, GRANT COUNTY, AT CROSSROADS,
 SW0746'30 FEET SOUTH OF THE MAIN ROAD AT A FENCE CORNER, AND AT SECTION
 SW0746'CORNERS 2, 1, 11, AND 12, T. 19 N., R. 24 E.  A NAIL DRIVEN IN THE TOP
 SW0746'OF A 3- BY 3- BY 4-FOOT CEDAR POST, SCRIBED C-402.
 SW0746
 SW0746                          STATION RECOVERY (1968)
 SW0746
 SW0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0499 ***********************************************************************
 SA0499  DESIGNATION -  C 403
 SA0499  PID         -  SA0499
 SA0499  STATE/COUNTY-  WA/WALLA WALLA
 SA0499  USGS QUAD   -  PAGE (1991)
 SA0499
 SA0499                         *CURRENT SURVEY CONTROL
 SA0499  ___________________________________________________________________
 SA0499* NAD 83(1986)-  46 22 05.     (N)    118 41 03.     (W)     SCALED    
 SA0499* NAVD 88     -       162.531  (meters)     533.24   (feet)  ADJUSTED  
 SA0499  ___________________________________________________________________
 SA0499  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 SA0499  DYNAMIC HT  -         162.529 (meters)     533.23  (feet)  COMP
 SA0499  MODELED GRAV-     980,603.8   (mgal)                       NAVD 88
 SA0499
 SA0499  VERT ORDER  -  SECOND    CLASS 0
 SA0499
 SA0499.The horizontal coordinates were scaled from a topographic map and have
 SA0499.an estimated accuracy of +/- 6 seconds.
 SA0499
 SA0499.The orthometric height was determined by differential leveling
 SA0499.and adjusted by the National Geodetic Survey in June 1991..
 SA0499
 SA0499.The geoid height was determined by GEOID03.
 SA0499
 SA0499.The dynamic height is computed by dividing the NAVD 88
 SA0499.geopotential number by the normal gravity value computed on the
 SA0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0499.degrees latitude (g = 980.6199 gals.).
 SA0499
 SA0499.The modeled gravity was interpolated from observed gravity values.
 SA0499
 SA0499;                    North         East    Units  Estimated Accuracy
 SA0499;SPC WA S     -   116,620.      639,700.      MT  (+/- 180 meters Scaled)
 SA0499
 SA0499                          SUPERSEDED SURVEY CONTROL
 SA0499
 SA0499  NGVD 29 (??/??/92)  161.512  (m)          529.89   (f) ADJ UNCH    2 0
 SA0499
 SA0499.Superseded values are not recommended for survey control.
 SA0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0499.See file dsdata.txt to determine how the superseded data were derived.
 SA0499
 SA0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM704363(NAD 83)
 SA0499_MARKER: DB = BENCH MARK DISK
 SA0499_SETTING: 66 = SET IN ROCK OUTCROP
 SA0499_SP_SET: OUTCROP
 SA0499_STAMPING: C 403 1961
 SA0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0499+STABILITY: POSITION/ELEVATION WELL
 SA0499
 SA0499  HISTORY     - Date     Condition        Report By
 SA0499  HISTORY     - 1961     MONUMENTED       CGS
 SA0499
 SA0499                          STATION DESCRIPTION
 SA0499
 SA0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0499'11.2 MI SW FROM SCOTT.
 SA0499'11.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE GRAIN
 SA0499'ELEVATOR AT SCOTT, 1 1/2 POLES NORTH OF MILEPOLE 238.25, IN THE TOP OF
 SA0499'A 4 BY 6 FOOT OUTCROP WHICH PROJECTS 2 FEET ABOVE THE GROUND, 0.1 MILE
 SA0499'SOUTHEAST OF A ROAD CROSSING, 387 FEET EAST OF THE EAST RAIL, 421 FEET
 SA0499'SOUTHEAST OF THE CENTER OF THE ROAD CROSSING, AND ABOUT 25 FEET HIGHER
 SA0499'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0587 ***********************************************************************
 SY0587  DESIGNATION -  C 407
 SY0587  PID         -  SY0587
 SY0587  STATE/COUNTY-  WA/KING
 SY0587  USGS QUAD   -  RENTON (1994)
 SY0587
 SY0587                         *CURRENT SURVEY CONTROL
 SY0587  ___________________________________________________________________
 SY0587* NAD 83(1986)-  47 25 07.     (N)    122 14 57.     (W)     SCALED    
 SY0587* NAVD 88     -         8.693  (meters)      28.52   (feet)  ADJUSTED  
 SY0587  ___________________________________________________________________
 SY0587  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 SY0587  DYNAMIC HT  -           8.694 (meters)      28.52  (feet)  COMP
 SY0587  MODELED GRAV-     980,773.3   (mgal)                       NAVD 88
 SY0587
 SY0587  VERT ORDER  -  FIRST     CLASS II
 SY0587
 SY0587.The horizontal coordinates were scaled from a topographic map and have
 SY0587.an estimated accuracy of +/- 6 seconds.
 SY0587
 SY0587.The orthometric height was determined by differential leveling
 SY0587.and adjusted by the National Geodetic Survey in June 1991..
 SY0587
 SY0587.The geoid height was determined by GEOID03.
 SY0587
 SY0587.The dynamic height is computed by dividing the NAVD 88
 SY0587.geopotential number by the normal gravity value computed on the
 SY0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0587.degrees latitude (g = 980.6199 gals.).
 SY0587
 SY0587.The modeled gravity was interpolated from observed gravity values.
 SY0587
 SY0587;                    North         East    Units  Estimated Accuracy
 SY0587;SPC WA N     -    47,530.      393,170.      MT  (+/- 180 meters Scaled)
 SY0587
 SY0587                          SUPERSEDED SURVEY CONTROL
 SY0587
 SY0587  NGVD 29 (??/??/??)    7.600  (m)           24.93   (f) ADJUSTED    1 2
 SY0587
 SY0587.Superseded values are not recommended for survey control.
 SY0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0587.See file dsdata.txt to determine how the superseded data were derived.
 SY0587
 SY0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET566519(NAD 83)
 SY0587_MARKER: DB = BENCH MARK DISK
 SY0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0587_SP_SET: BRIDGE
 SY0587_STAMPING: C 407 1965
 SY0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0587
 SY0587  HISTORY     - Date     Condition        Report By
 SY0587  HISTORY     - 1965     MONUMENTED       CGS
 SY0587  HISTORY     - 1968     GOOD             NGS
 SY0587  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY0587
 SY0587                          STATION DESCRIPTION
 SY0587
 SY0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0587'1.55 MI S FROM ORILLIA.
 SY0587'1.55 MILES SOUTH ALONG STATE HIGHWAY 181 FROM THE INTERSECTION OF S.
 SY0587'180TH STREET AT ORILLA, 0.5 MILE SOUTH OF THE INTERSECTION OF S. 196TH
 SY0587'STREET, IN THE TOP OF THE NORTHEAST END OF THE NORTHEAST CONCRETE WING
 SY0587'WALL OF A BRIDGE OVER A CREEK, 15 FEET EAST OF THE CENTER LINE OF THE
 SY0587'HIGHWAY, 168 FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD EAST TO
 SY0587'BOEING SPACE CENTER, 45 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY
 SY0587'EAST TO HOUSE NO. 20418, AND ABOUT LEVEL WITH THE HIGHWAY. NOTE-- THE
 SY0587'ROAD IS TO BE WIDENED AND THE MARK WILL BE DESTROYED BY CONSTRUCTION.
 SY0587'A NEW MARK, C 407 RESET WAS ESTABLISHED ABOUT 75 YARDS NORTHWEST OF
 SY0587'THIS MARK.
 SY0587
 SY0587                          STATION RECOVERY (1968)
 SY0587
 SY0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SY0587'RECOVERED IN GOOD CONDITION.
 SY0587
 SY0587                          STATION RECOVERY (1989)
 SY0587
 SY0587'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJS)
 SY0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0588 ***********************************************************************
 SY0588  DESIGNATION -  C 407 RESET 1968
 SY0588  PID         -  SY0588
 SY0588  STATE/COUNTY-  WA/KING
 SY0588  USGS QUAD   -  RENTON (1994)
 SY0588
 SY0588                         *CURRENT SURVEY CONTROL
 SY0588  ___________________________________________________________________
 SY0588* NAD 83(1986)-  47 25 09.     (N)    122 14 58.     (W)     SCALED    
 SY0588* NAVD 88     -         8.920  (meters)      29.27   (feet)  ADJUSTED  
 SY0588  ___________________________________________________________________
 SY0588  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 SY0588  DYNAMIC HT  -           8.922 (meters)      29.27  (feet)  COMP
 SY0588  MODELED GRAV-     980,773.4   (mgal)                       NAVD 88
 SY0588
 SY0588  VERT ORDER  -  FIRST     CLASS I
 SY0588
 SY0588.The horizontal coordinates were scaled from a topographic map and have
 SY0588.an estimated accuracy of +/- 6 seconds.
 SY0588
 SY0588.The orthometric height was determined by differential leveling
 SY0588.and adjusted by the National Geodetic Survey in June 1991..
 SY0588
 SY0588.The geoid height was determined by GEOID03.
 SY0588
 SY0588.The dynamic height is computed by dividing the NAVD 88
 SY0588.geopotential number by the normal gravity value computed on the
 SY0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0588.degrees latitude (g = 980.6199 gals.).
 SY0588
 SY0588.The modeled gravity was interpolated from observed gravity values.
 SY0588
 SY0588;                    North         East    Units  Estimated Accuracy
 SY0588;SPC WA N     -    47,590.      393,150.      MT  (+/- 180 meters Scaled)
 SY0588
 SY0588                          SUPERSEDED SURVEY CONTROL
 SY0588
 SY0588  NGVD 29 (??/??/??)    7.833  (m)           25.70   (f) ADJUSTED    1 1
 SY0588
 SY0588.Superseded values are not recommended for survey control.
 SY0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0588.See file dsdata.txt to determine how the superseded data were derived.
 SY0588
 SY0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET566520(NAD 83)
 SY0588_MARKER: DB = BENCH MARK DISK
 SY0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0588_SP_SET: CURB
 SY0588_STAMPING: C 407 RESET 1968
 SY0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0588+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 SY0588
 SY0588  HISTORY     - Date     Condition        Report By
 SY0588  HISTORY     - 1968     MONUMENTED       CGS
 SY0588  HISTORY     - 1973     GOOD             NGS
 SY0588  HISTORY     - 1987     GOOD             USPSQD
 SY0588  HISTORY     - 1988     GOOD             USPSQD
 SY0588  HISTORY     - 1989     GOOD             USPSQD
 SY0588  HISTORY     - 19890826 GOOD             USPSQD
 SY0588  HISTORY     - 19910721 GOOD             USPSQD
 SY0588  HISTORY     - 20030112 GOOD             JCLS
 SY0588  HISTORY     - 20050302 GOOD             USPSQD
 SY0588
 SY0588                          STATION DESCRIPTION
 SY0588
 SY0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0588'1.6 MI S FROM ORILLIA.
 SY0588'1.6 MILES SOUTH ALONG STATE HIGHWAY 181 (WEST VALLEY HIGHWAY) FROM THE
 SY0588'JUNCTION OF S. 180TH STREET AT ORILLIA, 0.55 MILE SOUTH OF THE
 SY0588'JUNCTION OF S. 196TH STREET, AT THE JUNCTION OF THE ROAD LEADING WEST
 SY0588'TO THE BOEING SPACE CENTER MAIN ENTRANCE, 107 1/2 FEET WEST OF THE
 SY0588'CENTER LINE OF THE WEST LANES OF STATE HIGHWAY 181, 20 FEET
 SY0588'WEST-SOUTHWEST OF A METAL LIGHT POLE, IN THE TOP OF THE NORTH CONCRETE
 SY0588'CURB OF THE ROAD LEADING TO THE SPACE CENTER, 15 FEET SOUTH OF THE
 SY0588'EASTERN MOST ONE OF A ROW OF TREES ALONG THE NORTH SIDE OF THE ROAD,
 SY0588'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY AND ROAD.  1/4, SEC 2, T
 SY0588'22N, R 4E.
 SY0588
 SY0588                          STATION RECOVERY (1987)
 SY0588
 SY0588'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY0588'RECOVERED IN GOOD CONDITION.
 SY0588
 SY0588                          STATION RECOVERY (1988)
 SY0588
 SY0588'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCS)
 SY0588'RECOVERED IN GOOD CONDITION.
 SY0588
 SY0588                          STATION RECOVERY (1989)
 SY0588
 SY0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJS)
 SY0588'RECOVERED IN GOOD CONDITION.
 SY0588
 SY0588                          STATION RECOVERY (1989)
 SY0588
 SY0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 SY0588'RECOVERED IN GOOD CONDITION.
 SY0588
 SY0588                          STATION RECOVERY (1991)
 SY0588
 SY0588'RECOVERY NOTE BY US POWER SQUADRON 1991 (EEM)
 SY0588'RECOVERED IN GOOD CONDITION.
 SY0588
 SY0588                          STATION RECOVERY (2003)
 SY0588
 SY0588'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (FJO)
 SY0588'RECOVERED IN GOOD CONDITION.
 SY0588
 SY0588                          STATION RECOVERY (2005)
 SY0588
 SY0588'RECOVERY NOTE BY US POWER SQUADRON 2005 (MCV)
 SY0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0609 ***********************************************************************
 SY0609  DESIGNATION -  C 408 RESET 1969
 SY0609  PID         -  SY0609
 SY0609  STATE/COUNTY-  WA/KING
 SY0609  USGS QUAD   -  RENTON (1994)
 SY0609
 SY0609                         *CURRENT SURVEY CONTROL
 SY0609  ___________________________________________________________________
 SY0609* NAD 83(1986)-  47 27 01.     (N)    122 14 35.     (W)     SCALED    
 SY0609* NAVD 88     -         9.699  (meters)      31.82   (feet)  ADJUSTED  
 SY0609  ___________________________________________________________________
 SY0609  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 SY0609  DYNAMIC HT  -           9.701 (meters)      31.83  (feet)  COMP
 SY0609  MODELED GRAV-     980,779.9   (mgal)                       NAVD 88
 SY0609
 SY0609  VERT ORDER  -  FIRST     CLASS I
 SY0609
 SY0609.The horizontal coordinates were scaled from a topographic map and have
 SY0609.an estimated accuracy of +/- 6 seconds.
 SY0609
 SY0609.The orthometric height was determined by differential leveling
 SY0609.and adjusted by the National Geodetic Survey in June 1991..
 SY0609
 SY0609.The geoid height was determined by GEOID03.
 SY0609
 SY0609.The dynamic height is computed by dividing the NAVD 88
 SY0609.geopotential number by the normal gravity value computed on the
 SY0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0609.degrees latitude (g = 980.6199 gals.).
 SY0609
 SY0609.The modeled gravity was interpolated from observed gravity values.
 SY0609
 SY0609;                    North         East    Units  Estimated Accuracy
 SY0609;SPC WA N     -    51,040.      393,690.      MT  (+/- 180 meters Scaled)
 SY0609
 SY0609                          SUPERSEDED SURVEY CONTROL
 SY0609
 SY0609  NGVD 29 (??/??/??)    8.613  (m)           28.26   (f) ADJUSTED    1 1
 SY0609
 SY0609.Superseded values are not recommended for survey control.
 SY0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0609.See file dsdata.txt to determine how the superseded data were derived.
 SY0609
 SY0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET570554(NAD 83)
 SY0609_MARKER: B = BOLT
 SY0609_SETTING: 0 = UNSPECIFIED SETTING
 SY0609_STAMPING: C 408 RESET 1969
 SY0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0609
 SY0609  HISTORY     - Date     Condition        Report By
 SY0609  HISTORY     - 1969     MONUMENTED       CGS
 SY0609  HISTORY     - 1973     GOOD             NGS
 SY0609  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY0609  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 SY0609
 SY0609                          STATION DESCRIPTION
 SY0609
 SY0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0609'0.7 MI N FROM ORILLIA.
 SY0609'0.7 MILE NORTH ALONG STATE HIGHWAY 181 (WEST VALLEY HIGHWAY) FROM
 SY0609'JUNCTION OF S. 180TH STREET AT ORILLIA, AT EAST SIDE OF THE NC
 SY0609'MACHINERY COMPANY BUILDING AT 17025 STATE HIGHWAY 181 (WEST VALLEY
 SY0609'HIGHWAY), 49.1 FEET NORTH OF THE NORTHEAST CORNER OF THE OFFICE
 SY0609'BUILDING, 90 FEET NORTH OF THE CENTER OF THE MAIN EAST ENTRANCE DOOR,
 SY0609'A CHISELED CROSS IN THE TOP OF THE SOUTHEAST ONE OF 4 BOLTS OF THE
 SY0609'ANCHOR PLATE FOR THE SECOND I BEAM SUPPORT OF A DISPLAY ROOF NORTH OF
 SY0609'THE NORTHEAST CORNER OF THE OFFICE, 102 FEET WEST-SOUTHWEST OF BENCH
 SY0609'MARK E 460, AND ABOUT 0.8 FOOT HIGHER THAN THE ASPHALT SURFACE.  1/4,
 SY0609'SEC 25, T 23N, R 4E.  NOTE-- STAMPED ON STEEL POLE DIRECTLY ON CROSS
 SY0609'ABOVE BOLT.
 SY0609
 SY0609                          STATION RECOVERY (1987)
 SY0609
 SY0609'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY0609'MARK NOT FOUND.
 SY0609
 SY0609                          STATION RECOVERY (2005)
 SY0609
 SY0609'RECOVERY NOTE BY US POWER SQUADRON 2005 (MCV)
 SY0609'ALL SUPPORT BEAMS IN AREA HAVE BEEN COVERED BY BRICK FACADE, NO BASE
 SY0609'PLATES VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1131 ***********************************************************************
 SY1131  DESIGNATION -  C 409
 SY1131  PID         -  SY1131
 SY1131  STATE/COUNTY-  WA/JEFFERSON
 SY1131  USGS QUAD   -  MOUNT WALKER (1995)
 SY1131
 SY1131                         *CURRENT SURVEY CONTROL
 SY1131  ___________________________________________________________________
 SY1131* NAD 83(1986)-  47 49 10.     (N)    122 53 36.     (W)     SCALED    
 SY1131* NAVD 88     -        39.167  (meters)     128.50   (feet)  ADJUSTED  
 SY1131  ___________________________________________________________________
 SY1131  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SY1131  DYNAMIC HT  -          39.176 (meters)     128.53  (feet)  COMP
 SY1131  MODELED GRAV-     980,831.7   (mgal)                       NAVD 88
 SY1131
 SY1131  VERT ORDER  -  FIRST     CLASS I
 SY1131
 SY1131.The horizontal coordinates were scaled from a topographic map and have
 SY1131.an estimated accuracy of +/- 6 seconds.
 SY1131
 SY1131.The orthometric height was determined by differential leveling
 SY1131.and adjusted by the National Geodetic Survey in June 1991..
 SY1131
 SY1131.The geoid height was determined by GEOID03.
 SY1131
 SY1131.The dynamic height is computed by dividing the NAVD 88
 SY1131.geopotential number by the normal gravity value computed on the
 SY1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1131.degrees latitude (g = 980.6199 gals.).
 SY1131
 SY1131.The modeled gravity was interpolated from observed gravity values.
 SY1131
 SY1131;                    North         East    Units  Estimated Accuracy
 SY1131;SPC WA N     -    93,170.      345,760.      MT  (+/- 180 meters Scaled)
 SY1131
 SY1131                          SUPERSEDED SURVEY CONTROL
 SY1131
 SY1131  NGVD 29 (??/??/??)   38.067  (m)          124.89   (f) ADJUSTED    1 1
 SY1131
 SY1131.Superseded values are not recommended for survey control.
 SY1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1131.See file dsdata.txt to determine how the superseded data were derived.
 SY1131
 SY1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET079962(NAD 83)
 SY1131_MARKER: DB = BENCH MARK DISK
 SY1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1131_STAMPING: C 409 1965
 SY1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1131+STABILITY: SURFACE MOTION
 SY1131
 SY1131  HISTORY     - Date     Condition        Report By
 SY1131  HISTORY     - 1965     MONUMENTED       CGS
 SY1131  HISTORY     - 1974     GOOD             NGS
 SY1131  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1131  HISTORY     - 20040905 MARK NOT FOUND   USPSQD
 SY1131
 SY1131                          STATION DESCRIPTION
 SY1131
 SY1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1131'0.95 MI SW FROM QUILCENE.
 SY1131'0.95 MILE SOUTHWEST ALONG U.S. HIGHWAY 101 FROM QUILCENE HIGH SCHOOL
 SY1131'AT QUILCENE, AT THE NORTHEAST CORNER OF THE JUNCTION OF A DIRT ROAD
 SY1131'NORTH TO A HOUSE, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 19
 SY1131'1/2 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 1 1/2 FEET NORTH OF
 SY1131'A TELEPHONE POLE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT
 SY1131'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SY1131'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SY1131
 SY1131                          STATION RECOVERY (1974)
 SY1131
 SY1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1131'RECOVERED IN GOOD CONDITION.
 SY1131
 SY1131                          STATION RECOVERY (1989)
 SY1131
 SY1131'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1131'MARK NOT FOUND.
 SY1131
 SY1131                          STATION RECOVERY (2004)
 SY1131
 SY1131'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 SY1131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0056 ***********************************************************************
 SB0056  DESIGNATION -  C 41 RESET 1966
 SB0056  PID         -  SB0056
 SB0056  STATE/COUNTY-  WA/YAKIMA
 SB0056  USGS QUAD   -  YAKIMA EAST (1985)
 SB0056
 SB0056                         *CURRENT SURVEY CONTROL
 SB0056  ___________________________________________________________________
 SB0056* NAD 83(1986)-  46 32 07.     (N)    120 28 23.     (W)     SCALED    
 SB0056* NAVD 88     -       294.34   (+/-2cm)     965.7    (feet)  VERTCON   
 SB0056  ___________________________________________________________________
 SB0056  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SB0056
 SB0056  VERT ORDER  -  THIRD (See Below)
 SB0056
 SB0056.The horizontal coordinates were scaled from a topographic map and have
 SB0056.an estimated accuracy of +/- 6 seconds.
 SB0056
 SB0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB0056.The vertical order pertains to the NGVD 29 superseded value.
 SB0056
 SB0056.The geoid height was determined by GEOID03.
 SB0056
 SB0056;                    North         East    Units  Estimated Accuracy
 SB0056;SPC WA S     -   133,600.      502,070.      MT  (+/- 180 meters Scaled)
 SB0056
 SB0056                          SUPERSEDED SURVEY CONTROL
 SB0056
 SB0056  NGVD 29 (12/17/02)  293.27   (m)          962.2    (f) RESET       3  
 SB0056
 SB0056.Superseded values are not recommended for survey control.
 SB0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0056.See file dsdata.txt to determine how the superseded data were derived.
 SB0056
 SB0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS937566(NAD 83)
 SB0056_MARKER: DB = BENCH MARK DISK
 SB0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0056_SP_SET: SIDEWALK
 SB0056_STAMPING: C 41 RESET 1966
 SB0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0056
 SB0056  HISTORY     - Date     Condition        Report By
 SB0056  HISTORY     - 1966     MONUMENTED       CGS
 SB0056
 SB0056                          STATION DESCRIPTION
 SB0056
 SB0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 SB0056'2.0 MI S FROM UNION GAP.
 SB0056'THE MARK IS ABOUT 5 MILES SOUTH OF YAKIMA ON THE NEW FREEWAY CURRENTLY
 SB0056'UNDER CONSTRUCTION (U.S. HIGHWAYS 97 AND 410).  IT IS 0.3 MILE SOUTH
 SB0056'OF AN OVERPASS, AND IN THE NORTH END OF THE SIDEWALK ALONG THE WESTERN
 SB0056'SIDE OF THE SOUTHBOUND TRAFFIC LANES OF THE BRIDGE OVER THE YAKIMA
 SB0056'RIVER.  THE MARK IS A STANDARD DISK STAMPED C 41 RESET 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0055 ***********************************************************************
 SB0055  DESIGNATION -  C 41 USGS
 SB0055  PID         -  SB0055
 SB0055  STATE/COUNTY-  WA/YAKIMA
 SB0055  USGS QUAD   -  YAKIMA EAST (1985)
 SB0055
 SB0055                         *CURRENT SURVEY CONTROL
 SB0055  ___________________________________________________________________
 SB0055* NAD 83(1986)-  46 32 07.     (N)    120 28 23.     (W)     SCALED    
 SB0055* NAVD 88     -       290.012  (meters)     951.48   (feet)  ADJUSTED  
 SB0055  ___________________________________________________________________
 SB0055  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SB0055  DYNAMIC HT  -         290.013 (meters)     951.48  (feet)  COMP
 SB0055  MODELED GRAV-     980,611.0   (mgal)                       NAVD 88
 SB0055
 SB0055  VERT ORDER  -  FIRST     CLASS II
 SB0055
 SB0055.The horizontal coordinates were scaled from a topographic map and have
 SB0055.an estimated accuracy of +/- 6 seconds.
 SB0055
 SB0055.The orthometric height was determined by differential leveling
 SB0055.and adjusted by the National Geodetic Survey in June 1991..
 SB0055
 SB0055.The geoid height was determined by GEOID03.
 SB0055
 SB0055.The dynamic height is computed by dividing the NAVD 88
 SB0055.geopotential number by the normal gravity value computed on the
 SB0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0055.degrees latitude (g = 980.6199 gals.).
 SB0055
 SB0055.The modeled gravity was interpolated from observed gravity values.
 SB0055
 SB0055;                    North         East    Units  Estimated Accuracy
 SB0055;SPC WA S     -   133,600.      502,070.      MT  (+/- 180 meters Scaled)
 SB0055
 SB0055                          SUPERSEDED SURVEY CONTROL
 SB0055
 SB0055  NGVD 29 (??/??/92)  288.949  (m)          947.99   (f) ADJ UNCH    1 2
 SB0055
 SB0055.Superseded values are not recommended for survey control.
 SB0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0055.See file dsdata.txt to determine how the superseded data were derived.
 SB0055
 SB0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS937566(NAD 83)
 SB0055_MARKER: DD = SURVEY DISK
 SB0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0055_SP_SET: ABUTMENT
 SB0055_STAMPING: 948.282 C 41 1933
 SB0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0055
 SB0055  HISTORY     - Date     Condition        Report By
 SB0055  HISTORY     - 1933     MONUMENTED       USGS
 SB0055  HISTORY     - 1962     GOOD             NGS
 SB0055  HISTORY     - 1966     GOOD             NGS
 SB0055
 SB0055                          STATION DESCRIPTION
 SB0055
 SB0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0055'1.95 MI S FROM UNION GAP.
 SB0055'2.0 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0055'STATION AT PARKER, YAKIMA COUNTY, 0.2 MILE SOUTH ALONG U.S. HIGHWAY
 SB0055'410.  AT THE STEEL HIGHWAY BRIDGE OVER YAKIMA RIVER, IN THE EAST END
 SB0055'OF THE NORTH BRIDGE SEAT, 12.7 FEET EAST OF THE CENTERLINE OF THE
 SB0055'HIGHWAY, AND 5 FEET BELOW THE LEVEL OF THE HIGHWAY.  A UNITED STATES
 SB0055'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 948.282 C 41 1933.  NOTE--
 SB0055'MARK IS TO BE REMOVED IN NEAR FUTURE BECAUSE OF NEW ROAD CONSTRUCTION.
 SB0055'NEW MARK, C 41 RESET, WAS ESTABLISHED.
 SB0055
 SB0055                          STATION RECOVERY (1966)
 SB0055
 SB0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SB0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1124 ***********************************************************************
 SY1124  DESIGNATION -  C 410
 SY1124  PID         -  SY1124
 SY1124  STATE/COUNTY-  WA/KITSAP
 SY1124  USGS QUAD   -  POULSBO (1981)
 SY1124
 SY1124                         *CURRENT SURVEY CONTROL
 SY1124  ___________________________________________________________________
 SY1124* NAD 83(1986)-  47 41 50.     (N)    122 42 00.     (W)     SCALED    
 SY1124* NAVD 88     -        87.387  (meters)     286.70   (feet)  POSTED    
 SY1124  ___________________________________________________________________
 SY1124  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 SY1124  DYNAMIC HT  -          87.400 (meters)     286.74  (feet)  COMP
 SY1124  MODELED GRAV-     980,774.2   (mgal)                       NAVD 88
 SY1124
 SY1124  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1124
 SY1124.The horizontal coordinates were scaled from a topographic map and have
 SY1124.an estimated accuracy of +/- 6 seconds.
 SY1124
 SY1124.The orthometric height was determined by differential leveling
 SY1124.and adjusted by the National Geodetic Survey in 1992..
 SY1124.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1124.rate of 0.0 thru 1.0 mm/km.
 SY1124
 SY1124.The geoid height was determined by GEOID03.
 SY1124
 SY1124.The dynamic height is computed by dividing the NAVD 88
 SY1124.geopotential number by the normal gravity value computed on the
 SY1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1124.degrees latitude (g = 980.6199 gals.).
 SY1124
 SY1124.The modeled gravity was interpolated from observed gravity values.
 SY1124
 SY1124;                    North         East    Units  Estimated Accuracy
 SY1124;SPC WA N     -    79,220.      359,900.      MT  (+/- 180 meters Scaled)
 SY1124
 SY1124                          SUPERSEDED SURVEY CONTROL
 SY1124
 SY1124  NGVD 29 (??/??/??)   86.305  (m)          283.15   (f) ADJUSTED    1 2
 SY1124
 SY1124.Superseded values are not recommended for survey control.
 SY1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1124.See file dsdata.txt to determine how the superseded data were derived.
 SY1124
 SY1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET225826(NAD 83)
 SY1124_MARKER: DB = BENCH MARK DISK
 SY1124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1124_SP_SET: LOADING DOCK
 SY1124_STAMPING: C 410 1965
 SY1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1124
 SY1124  HISTORY     - Date     Condition        Report By
 SY1124  HISTORY     - 1965     MONUMENTED       CGS
 SY1124  HISTORY     - 19970522 GOOD             USPSQD
 SY1124
 SY1124                          STATION DESCRIPTION
 SY1124
 SY1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1124'IN BANGOR DEPOT.
 SY1124'AT ABANGOR NAVAL AMMUNITION DEPOT, 0.35 MILE WEST ALONG MARIANAS
 SY1124'CIRCLE AND BATAAN AVENUE FROM THE MAIN GATE AND BENCH MARK B 410, IN
 SY1124'THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE LOADING DOCK AT PUBLIC
 SY1124'WORKS BUILDING NO. 16, 68 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
 SY1124'27.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 13.3 FEET
 SY1124'SOUTHEAST OF THE CENTER OF THE SOUTHEAST MOST ENTRANCE DOOR, 0.5 FOOT
 SY1124'NORTH OF THE SOUTH EDGE OF THE DOCK, AND ABOUT 3 1/2 FEET HIGHER THAN
 SY1124'THE AVENUE.
 SY1124
 SY1124                          STATION RECOVERY (1997)
 SY1124
 SY1124'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0395 ***********************************************************************
 SY0395  DESIGNATION -  C 411
 SY0395  PID         -  SY0395
 SY0395  STATE/COUNTY-  WA/KING
 SY0395  USGS QUAD   -  
 SY0395
 SY0395                         *CURRENT SURVEY CONTROL
 SY0395  ___________________________________________________________________
 SY0395* NAD 83(1986)-  47 39 20.     (N)    122 18 11.     (W)     SCALED    
 SY0395* NAVD 88     -        15.595  (meters)      51.16   (feet)  ADJUSTED  
 SY0395  ___________________________________________________________________
 SY0395  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SY0395  DYNAMIC HT  -          15.597 (meters)      51.17  (feet)  COMP
 SY0395  MODELED GRAV-     980,727.2   (mgal)                       NAVD 88
 SY0395
 SY0395  VERT ORDER  -  FIRST     CLASS II
 SY0395
 SY0395.The horizontal coordinates were scaled from a topographic map and have
 SY0395.an estimated accuracy of +/- 6 seconds.
 SY0395
 SY0395.The orthometric height was determined by differential leveling
 SY0395.and adjusted by the National Geodetic Survey in June 1991..
 SY0395
 SY0395.The geoid height was determined by GEOID03.
 SY0395
 SY0395.The dynamic height is computed by dividing the NAVD 88
 SY0395.geopotential number by the normal gravity value computed on the
 SY0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0395.degrees latitude (g = 980.6199 gals.).
 SY0395
 SY0395.The modeled gravity was interpolated from observed gravity values.
 SY0395
 SY0395;                    North         East    Units  Estimated Accuracy
 SY0395;SPC WA N     -    73,940.      389,600.      MT  (+/- 180 meters Scaled)
 SY0395
 SY0395                          SUPERSEDED SURVEY CONTROL
 SY0395
 SY0395  NGVD 29 (??/??/??)   14.506  (m)           47.59   (f) ADJUSTED    1 2
 SY0395
 SY0395.Superseded values are not recommended for survey control.
 SY0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0395.See file dsdata.txt to determine how the superseded data were derived.
 SY0395
 SY0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET523782(NAD 83)
 SY0395_MARKER: DB = BENCH MARK DISK
 SY0395_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SY0395_SP_SET: BRIDGE PIER
 SY0395_STAMPING: C 411 1965
 SY0395_MARK LOGO: CGS   
 SY0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0395+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1994
 SY0395
 SY0395  HISTORY     - Date     Condition        Report By
 SY0395  HISTORY     - 1965     MONUMENTED       CGS
 SY0395  HISTORY     - 1984     GOOD             USPSQD
 SY0395  HISTORY     - 19941212 GOOD             WADT
 SY0395  HISTORY     - 19980710 MARK NOT FOUND   NGS
 SY0395
 SY0395                          STATION DESCRIPTION
 SY0395
 SY0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0395'IN SEATTLE.
 SY0395'AT SEATTLE, ALONG MONTLAKE BOULEVARD, NE, 0.6 MILE NORTH OF THE NORTH
 SY0395'END OF MONTLAKE BRIDGE, SET VERTICALLY IN THE CENTER OF THE NORTH FACE
 SY0395'OF THE WEST CONCRETE PIER SUPPORTING THE WAHKIAKU LANE PEDESTRIAN
 SY0395'OVERPASS, 12 FEET WEST OF THE WEST CURB OF THE BOULEVARD, 1.0 FOOT
 SY0395'WEST OF THE WEST EDGE OF A SIDEWALK, AND ABOUT 2 1/2 FEET ABOVE THE
 SY0395'GROUND.
 SY0395
 SY0395                          STATION RECOVERY (1984)
 SY0395
 SY0395'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY0395'RECOVERED IN GOOD CONDITION.
 SY0395
 SY0395                          STATION RECOVERY (1994)
 SY0395
 SY0395'RECOVERY NOTE BY WA DEPT OF TRANSP 1994 (KW)
 SY0395'RECOVERED AS DESCRIBED.
 SY0395
 SY0395                          STATION RECOVERY (1998)
 SY0395
 SY0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 SY0395'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB3900 ***********************************************************************
 AB3900  DESIGNATION -  C 411 RESET
 AB3900  PID         -  AB3900
 AB3900  STATE/COUNTY-  WA/KING
 AB3900  USGS QUAD   -  
 AB3900
 AB3900                         *CURRENT SURVEY CONTROL
 AB3900  ___________________________________________________________________
 AB3900* NAD 83(1986)-  47 39 19.     (N)    122 18 15.     (W)     SCALED    
 AB3900* NAVD 88     -        11.307  (meters)      37.10   (feet)  ADJUSTED  
 AB3900  ___________________________________________________________________
 AB3900  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AB3900  DYNAMIC HT  -          11.308 (meters)      37.10  (feet)  COMP
 AB3900  MODELED GRAV-     980,727.5   (mgal)                       NAVD 88
 AB3900
 AB3900  VERT ORDER  -  FIRST     CLASS II
 AB3900
 AB3900.The horizontal coordinates were scaled from a topographic map and have
 AB3900.an estimated accuracy of +/- 6 seconds.
 AB3900
 AB3900.The orthometric height was determined by differential leveling
 AB3900.and adjusted by the National Geodetic Survey in July 2002..
 AB3900
 AB3900.The geoid height was determined by GEOID03.
 AB3900
 AB3900.The dynamic height is computed by dividing the NAVD 88
 AB3900.geopotential number by the normal gravity value computed on the
 AB3900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3900.degrees latitude (g = 980.6199 gals.).
 AB3900
 AB3900.The modeled gravity was interpolated from observed gravity values.
 AB3900
 AB3900;                    North         East    Units  Estimated Accuracy
 AB3900;SPC WA N     -    73,910.      389,520.      MT  (+/- 180 meters Scaled)
 AB3900
 AB3900                          SUPERSEDED SURVEY CONTROL
 AB3900
 AB3900  NAVD 88 (12/17/02)   11.395  (m)           37.39   (f) UNKNOWN     3 0
 AB3900
 AB3900.Superseded values are not recommended for survey control.
 AB3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3900.See file dsdata.txt to determine how the superseded data were derived.
 AB3900
 AB3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET522782(NAD 83)
 AB3900_MARKER: DV = VERTICAL CONTROL DISK
 AB3900_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB3900_SP_SET: LIGHT POLE FOOTING
 AB3900_STAMPING: C 411 RESET 1994
 AB3900_MARK LOGO: NGS   
 AB3900_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3900+STABILITY: SURFACE MOTION
 AB3900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB3900+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1998
 AB3900
 AB3900  HISTORY     - Date     Condition        Report By
 AB3900  HISTORY     - 1994     MONUMENTED       WADT
 AB3900  HISTORY     - 19980710 GOOD             NGS
 AB3900
 AB3900                          STATION DESCRIPTION
 AB3900
 AB3900'DESCRIBED BY WA DEPT OF TRANSP 1994 (KW)
 AB3900'THE STATION IS LOCATED JUST NORTH OF THE UNIVERSITY OF WASHINGTON
 AB3900'STADIUM.  TO REACH THE STATION FROM THE INTERSECTION OF SR 520 AND
 AB3900'MOUNTLAKE BLVD., GO NORTH 0.85 MILE ALONG MOUNTLAKE BLVD. TO WAHKIAKUM
 AB3900'LANE, TURN RIGHT AND GO EAST 0.10 MILE ON WAHKIAKUM LANE TO THE
 AB3900'ENTRANCE OF THE UNIVERSITY OF WASHINGTON PARKING AREA E-1 PARKING LOT
 AB3900'AND STATION OF LEFT,  9.6 METERS SOUTHEAST OF THE NORTHERN SECURITY
 AB3900'GATE PEDISTAL (GT-7), 21.0 METERS NORTHWEST OF A PHONE BOOTH, 73.5
 AB3900'METERS NORTHWEST OF THE N.E. CORNER OF A TENNIS COURT FENCE, 12.8
 AB3900'METERS NORTHEAST OF THE END OF A 4 FOOT CYCLONE FENCE, IN THE CONCRETE
 AB3900'BASE FOR A PARKING LOT LUMINAIRE AND IS LEVEL WITH ITS SURFACE.  NOTE
 AB3900'LUMINAIRE HAS A CHANGE MACHINE MOUNTED ON IT.
 AB3900
 AB3900                          STATION RECOVERY (1998)
 AB3900
 AB3900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AB3900'1.4 KM (0.85 MI) EASTERLY ALONG STATE HIGHWAY 520 FROM THE JUNCTION OF
 AB3900'INTERSTATE HIGHWAY 5 (EXIT 168) IN SEATTLE, THENCE 1.2 KM (0.75 MI)
 AB3900'NORTHERLY ALONG MONTLAKE BOULEVARD, THENCE 0.1 KM (0.05 MI) EASTERLY
 AB3900'ALONG WAHKIAKUM LANE, NEAR THE SOUTHWEST CORNER OF THE CONCRETE
 AB3900'FOOTING FOR A UTILITY LIGHT POLE WITH A CHANGE MACHINE ATTACHED, 22.0
 AB3900'M (72.2 FT) NORTH OF THE LANE CENTERLINE, 10.1 M (33.1 FT) WEST OF A
 AB3900'CHANGE MACHINE, AND 2.0 M (6.6 FT) EAST OF THE CENTER OF A DRIVE
 AB3900'LEADING TO THE CHANGE MACHINE.  NOTE--THE MONUMENT IS ON PROPERTY
 AB3900'OWNED BY THE UNIVERSITY OF WASHINGTON, P.O.  BOX 352165, SEATTLE, WA
 AB3900'98195-2165, TELEPHONE NUMBER (206) 221-4395.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1277 ***********************************************************************
 SY1277  DESIGNATION -  C 412
 SY1277  PID         -  SY1277
 SY1277  STATE/COUNTY-  WA/MASON
 SY1277  USGS QUAD   -  SKOKOMISH VALLEY (1986)
 SY1277
 SY1277                         *CURRENT SURVEY CONTROL
 SY1277  ___________________________________________________________________
 SY1277* NAD 83(1986)-  47 19 10.     (N)    123 10 08.     (W)     SCALED    
 SY1277* NAVD 88     -         7.615  (meters)      24.98   (feet)  ADJUSTED  
 SY1277  ___________________________________________________________________
 SY1277  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 SY1277  DYNAMIC HT  -           7.616 (meters)      24.99  (feet)  COMP
 SY1277  MODELED GRAV-     980,809.4   (mgal)                       NAVD 88
 SY1277
 SY1277  VERT ORDER  -  FIRST     CLASS I
 SY1277
 SY1277.The horizontal coordinates were scaled from a topographic map and have
 SY1277.an estimated accuracy of +/- 6 seconds.
 SY1277
 SY1277.The orthometric height was determined by differential leveling
 SY1277.and adjusted by the National Geodetic Survey in June 1991..
 SY1277.WARNING-Repeat measurements at this control monument indicate possible
 SY1277.vertical movement.
 SY1277
 SY1277.The geoid height was determined by GEOID03.
 SY1277
 SY1277.The dynamic height is computed by dividing the NAVD 88
 SY1277.geopotential number by the normal gravity value computed on the
 SY1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1277.degrees latitude (g = 980.6199 gals.).
 SY1277
 SY1277.The modeled gravity was interpolated from observed gravity values.
 SY1277
 SY1277;                    North         East    Units  Estimated Accuracy
 SY1277;SPC WA S     -   224,180.      298,270.      MT  (+/- 180 meters Scaled)
 SY1277
 SY1277                          SUPERSEDED SURVEY CONTROL
 SY1277
 SY1277  NGVD 29 (??/??/??)    6.556  (m)           21.51   (f) ADJUSTED    1 1
 SY1277
 SY1277.Superseded values are not recommended for survey control.
 SY1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1277.See file dsdata.txt to determine how the superseded data were derived.
 SY1277
 SY1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT872406(NAD 83)
 SY1277_MARKER: DB = BENCH MARK DISK
 SY1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1277_STAMPING: C 412 1965
 SY1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1277+STABILITY: SURFACE MOTION
 SY1277
 SY1277  HISTORY     - Date     Condition        Report By
 SY1277  HISTORY     - 1965     MONUMENTED       CGS
 SY1277  HISTORY     - 1973     GOOD             NGS
 SY1277  HISTORY     - 1983     GOOD             USPSQD
 SY1277  HISTORY     - 1983     GOOD             USPSQD
 SY1277  HISTORY     - 1987     GOOD             USPSQD
 SY1277  HISTORY     - 1988     GOOD             USPSQD
 SY1277  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1277  HISTORY     - 1990     GOOD             USPSQD
 SY1277
 SY1277                          STATION DESCRIPTION
 SY1277
 SY1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1277'4.05 MI S FROM POTLATCH.
 SY1277'4.05 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1277'POTLATCH, 0.8 MILE NORTH OF A STEEL TRUSS BRIDGE OVER SKOKOMISH RIVER,
 SY1277'0.05 MILE SOUTH OF A SMALL FRAME BUILDING WHICH IS ON THE WEST SIDE OF
 SY1277'THE HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 123 FEET
 SY1277'NORTHEAST AND ACROSS THE HIGHWAY FROM HIGHWAY MILEPOST 338, 87 FEET
 SY1277'SOUTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE S 60 WITH A GUY WIRE,
 SY1277'64 1/2 FEET SOUTH OF A GUY POLE, 2 FEET WEST OF TELEPHONE POLE 842,
 SY1277'2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 SY1277'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SY1277'SEC 10, T 21N, R 4W.
 SY1277
 SY1277                          STATION RECOVERY (1983)
 SY1277
 SY1277'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1277'12 FT. EAST SOUTHEAST OF UNDERGROUND CABLE BOX. T 35 V. THE TELEPHONE
 SY1277'POLE REFERRED TO IS NOW MISSING AREA IS COVERED WITH HEAVY BRUSH.
 SY1277
 SY1277                          STATION RECOVERY (1983)
 SY1277
 SY1277'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1277'DESC. CHANGE: NO TELEPHONE POLE 842 NOW UNDER GROUND CABLE BOX T 35
 SY1277'V, 12FT SOUTHEAST OF GUY POLE.
 SY1277
 SY1277                          STATION RECOVERY (1987)
 SY1277
 SY1277'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1277'RECOVERED IN GOOD CONDITION.
 SY1277
 SY1277                          STATION RECOVERY (1988)
 SY1277
 SY1277'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1277'RECOVERED IN GOOD CONDITION.
 SY1277
 SY1277                          STATION RECOVERY (1989)
 SY1277
 SY1277'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1277'MARK NOT FOUND.
 SY1277
 SY1277                          STATION RECOVERY (1990)
 SY1277
 SY1277'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0461 ***********************************************************************
 SB0461  DESIGNATION -  C 42
 SB0461  PID         -  SB0461
 SB0461  STATE/COUNTY-  WA/YAKIMA
 SB0461  USGS QUAD   -  KUSSHI CREEK (1965)
 SB0461
 SB0461                         *CURRENT SURVEY CONTROL
 SB0461  ___________________________________________________________________
 SB0461* NAD 83(1986)-  46 02 34.     (N)    120 34 21.     (W)     SCALED    
 SB0461* NAVD 88     -       575.087  (meters)    1886.76   (feet)  ADJUSTED  
 SB0461  ___________________________________________________________________
 SB0461  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 SB0461  DYNAMIC HT  -         575.042 (meters)    1886.62  (feet)  COMP
 SB0461  MODELED GRAV-     980,519.5   (mgal)                       NAVD 88
 SB0461
 SB0461  VERT ORDER  -  FIRST     CLASS II
 SB0461
 SB0461.The horizontal coordinates were scaled from a topographic map and have
 SB0461.an estimated accuracy of +/- 6 seconds.
 SB0461
 SB0461.The orthometric height was determined by differential leveling
 SB0461.and adjusted by the National Geodetic Survey in June 1991..
 SB0461
 SB0461.The geoid height was determined by GEOID03.
 SB0461
 SB0461.The dynamic height is computed by dividing the NAVD 88
 SB0461.geopotential number by the normal gravity value computed on the
 SB0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0461.degrees latitude (g = 980.6199 gals.).
 SB0461
 SB0461.The modeled gravity was interpolated from observed gravity values.
 SB0461
 SB0461;                    North         East    Units  Estimated Accuracy
 SB0461;SPC WA S     -    78,860.      494,390.      MT  (+/- 180 meters Scaled)
 SB0461
 SB0461                          SUPERSEDED SURVEY CONTROL
 SB0461
 SB0461  NGVD 29 (??/??/92)  574.057  (m)         1883.39   (f) ADJ UNCH    1 2
 SB0461
 SB0461.Superseded values are not recommended for survey control.
 SB0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0461.See file dsdata.txt to determine how the superseded data were derived.
 SB0461
 SB0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS878016(NAD 83)
 SB0461_MARKER: DB = BENCH MARK DISK
 SB0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0461_STAMPING: 1883.467 C 42 1933
 SB0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0461+STABILITY: SURFACE MOTION
 SB0461
 SB0461  HISTORY     - Date     Condition        Report By
 SB0461  HISTORY     - 1933     MONUMENTED       CGS
 SB0461  HISTORY     - 1935     GOOD             NGS
 SB0461  HISTORY     - 1974     MARK NOT FOUND   WAHC
 SB0461  HISTORY     - 1982     MARK NOT FOUND   NGS
 SB0461
 SB0461                          STATION DESCRIPTION
 SB0461
 SB0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SB0461'23.0 MI NE FROM GOLDENDALE.
 SB0461'IN YAKIMA COUNTY, 23.0 MILES NORTHEAST ALONG U.S. HIGHWAY 97 FROM THE
 SB0461'COUNTY COURTHOUSE AT GOLDENDALE, KLICKITAT COUNTY 7.0 MILES NORTHEAST
 SB0461'OF THE SUMMIT AT SATUS PASS, 0.1 MILE NORTHEAST OF THE
 SB0461'YAKIMA-KLICKITAT COUNTY LINE, 160 FEET SOUTHWEST OF THE NORTHEAST END
 SB0461'OF A NORTHEAST-AND-SOUTHWEST TANGENT, 64 FEET SOUTHEAST OF THE
 SB0461'CENTERLINE OF THE HIGHWAY, ON A FLAT NARROW BENCH, AND 2 FEET LOWER
 SB0461'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 1883.467 C 42 1933 AND SET
 SB0461'IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES ABOVE GROUND.
 SB0461
 SB0461                          STATION RECOVERY (1974)
 SB0461
 SB0461'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1974
 SB0461'MARK NOT FOUND.
 SB0461
 SB0461                          STATION RECOVERY (1982)
 SB0461
 SB0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0461'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0877 ***********************************************************************
 SC0877  DESIGNATION -  C 421
 SC0877  PID         -  SC0877
 SC0877  STATE/COUNTY-  WA/PACIFIC
 SC0877  USGS QUAD   -  RAYMOND (1994)
 SC0877
 SC0877                         *CURRENT SURVEY CONTROL
 SC0877  ___________________________________________________________________
 SC0877* NAD 83(1986)-  46 43 40.     (N)    123 44 44.     (W)     SCALED    
 SC0877* NAVD 88     -       119.968  (meters)     393.60   (feet)  ADJUSTED  
 SC0877  ___________________________________________________________________
 SC0877  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SC0877  DYNAMIC HT  -         119.988 (meters)     393.66  (feet)  COMP
 SC0877  MODELED GRAV-     980,776.6   (mgal)                       NAVD 88
 SC0877
 SC0877  VERT ORDER  -  FIRST     CLASS II
 SC0877
 SC0877.The horizontal coordinates were scaled from a topographic map and have
 SC0877.an estimated accuracy of +/- 6 seconds.
 SC0877
 SC0877.The orthometric height was determined by differential leveling
 SC0877.and adjusted by the National Geodetic Survey in June 1991..
 SC0877
 SC0877.The geoid height was determined by GEOID03.
 SC0877
 SC0877.The dynamic height is computed by dividing the NAVD 88
 SC0877.geopotential number by the normal gravity value computed on the
 SC0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0877.degrees latitude (g = 980.6199 gals.).
 SC0877
 SC0877.The modeled gravity was interpolated from observed gravity values.
 SC0877
 SC0877;                    North         East    Units  Estimated Accuracy
 SC0877;SPC WA S     -   160,100.      252,000.      MT  (+/- 180 meters Scaled)
 SC0877
 SC0877                          SUPERSEDED SURVEY CONTROL
 SC0877
 SC0877  NGVD 29 (??/??/92)  118.967  (m)          390.31   (f) ADJ UNCH    1 2
 SC0877
 SC0877.Superseded values are not recommended for survey control.
 SC0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0877.See file dsdata.txt to determine how the superseded data were derived.
 SC0877
 SC0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS430751(NAD 83)
 SC0877_MARKER: DB = BENCH MARK DISK
 SC0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0877_STAMPING: C 421 1968
 SC0877_MARK LOGO: CGS   
 SC0877_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SC0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0877+STABILITY: SURFACE MOTION
 SC0877
 SC0877  HISTORY     - Date     Condition        Report By
 SC0877  HISTORY     - 1968     MONUMENTED       CGS
 SC0877  HISTORY     - 19951130 GOOD             WADT
 SC0877
 SC0877                          STATION DESCRIPTION
 SC0877
 SC0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0877'3.35 MI N FROM RAYMOND.
 SC0877'3.35 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SC0877'RAYMOND, IN R8W T14N, SECTION 1, ON THE INSIDE OF A LONG CURVE, IN A
 SC0877'SMALL CLEARING, 36 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 SC0877'170 FEET EAST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 23, 34 FEET
 SC0877'NORTHWEST OF THE CENTER OF THE NORTHEAST END OF AN 18-INCH PIPE
 SC0877'CULVERT, 1.9 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER
 SC0877'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 SC0877'FOOT ABOVE THE GROUND.
 SC0877
 SC0877                          STATION RECOVERY (1995)
 SC0877
 SC0877'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SC0877'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0838 ***********************************************************************
 SC0838  DESIGNATION -  C 422
 SC0838  PID         -  SC0838
 SC0838  STATE/COUNTY-  WA/PACIFIC
 SC0838  USGS QUAD   -  SOUTH BEND (1994)
 SC0838
 SC0838                         *CURRENT SURVEY CONTROL
 SC0838  ___________________________________________________________________
 SC0838* NAD 83(1986)-  46 41 01.     (N)    123 47 08.     (W)     SCALED    
 SC0838* NAVD 88     -         5.032  (meters)      16.51   (feet)  ADJUSTED  
 SC0838  ___________________________________________________________________
 SC0838  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 SC0838  DYNAMIC HT  -           5.033 (meters)      16.51  (feet)  COMP
 SC0838  MODELED GRAV-     980,785.5   (mgal)                       NAVD 88
 SC0838
 SC0838  VERT ORDER  -  FIRST     CLASS II
 SC0838
 SC0838.The horizontal coordinates were scaled from a topographic map and have
 SC0838.an estimated accuracy of +/- 6 seconds.
 SC0838
 SC0838.The orthometric height was determined by differential leveling
 SC0838.and adjusted by the National Geodetic Survey in June 1991..
 SC0838
 SC0838.The geoid height was determined by GEOID03.
 SC0838
 SC0838.The dynamic height is computed by dividing the NAVD 88
 SC0838.geopotential number by the normal gravity value computed on the
 SC0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0838.degrees latitude (g = 980.6199 gals.).
 SC0838
 SC0838.The modeled gravity was interpolated from observed gravity values.
 SC0838
 SC0838;                    North         East    Units  Estimated Accuracy
 SC0838;SPC WA S     -   155,320.      248,740.      MT  (+/- 180 meters Scaled)
 SC0838
 SC0838                          SUPERSEDED SURVEY CONTROL
 SC0838
 SC0838  NGVD 29 (??/??/92)    4.033  (m)           13.23   (f) ADJ UNCH    1 2
 SC0838
 SC0838.Superseded values are not recommended for survey control.
 SC0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0838.See file dsdata.txt to determine how the superseded data were derived.
 SC0838
 SC0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS399703(NAD 83)
 SC0838_MARKER: DB = BENCH MARK DISK
 SC0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0838_STAMPING: C 422 1968
 SC0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0838+STABILITY: SURFACE MOTION
 SC0838
 SC0838  HISTORY     - Date     Condition        Report By
 SC0838  HISTORY     - 1968     MONUMENTED       CGS
 SC0838
 SC0838                          STATION DESCRIPTION
 SC0838
 SC0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0838'3.6 MI W FROM RAYMOND.
 SC0838'0.65 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SC0838'RAYMOND, THENCE 2.95 MILES WEST ALONG STATE HIGHWAY 105, IN R9W T14N,
 SC0838'SECTION 22, AT THE JUNCTION OF CAMENZIND ROAD SOUTHWEST, 36 FEET SOUTH
 SC0838'OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTHEAST OF THE CENTER
 SC0838'LINE OF THE ROAD, 5.6 FEET SOUTH-SOUTHEAST OF A POST SUPPORTING A STOP
 SC0838'SIGN, 1 FOOT SOUTHEAST OF POWER POLE X 22-66, 1.6 FEET NORTHWEST OF A
 SC0838'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 SC0838'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0058 ***********************************************************************
 SD0058  DESIGNATION -  C 423
 SD0058  PID         -  SD0058
 SD0058  STATE/COUNTY-  WA/PACIFIC
 SD0058  USGS QUAD   -  GRAYLAND (1994)
 SD0058
 SD0058                         *CURRENT SURVEY CONTROL
 SD0058  ___________________________________________________________________
 SD0058* NAD 83(1986)-  46 46 16.     (N)    124 04 53.     (W)     SCALED    
 SD0058* NAVD 88     -         5.553  (meters)      18.22   (feet)  ADJUSTED  
 SD0058  ___________________________________________________________________
 SD0058  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 SD0058  DYNAMIC HT  -           5.554 (meters)      18.22  (feet)  COMP
 SD0058  MODELED GRAV-     980,740.2   (mgal)                       NAVD 88
 SD0058
 SD0058  VERT ORDER  -  FIRST     CLASS II
 SD0058
 SD0058.The horizontal coordinates were scaled from a topographic map and have
 SD0058.an estimated accuracy of +/- 6 seconds.
 SD0058
 SD0058.The orthometric height was determined by differential leveling
 SD0058.and adjusted by the National Geodetic Survey in June 1991..
 SD0058
 SD0058.The geoid height was determined by GEOID03.
 SD0058
 SD0058.The dynamic height is computed by dividing the NAVD 88
 SD0058.geopotential number by the normal gravity value computed on the
 SD0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0058.degrees latitude (g = 980.6199 gals.).
 SD0058
 SD0058.The modeled gravity was interpolated from observed gravity values.
 SD0058
 SD0058;                    North         East    Units  Estimated Accuracy
 SD0058;SPC WA S     -   166,020.      226,570.      MT  (+/- 180 meters Scaled)
 SD0058
 SD0058                          SUPERSEDED SURVEY CONTROL
 SD0058
 SD0058  NGVD 29 (??/??/92)    4.555  (m)           14.94   (f) ADJ UNCH    1 2
 SD0058
 SD0058.Superseded values are not recommended for survey control.
 SD0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0058.See file dsdata.txt to determine how the superseded data were derived.
 SD0058
 SD0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS174802(NAD 83)
 SD0058_MARKER: DB = BENCH MARK DISK
 SD0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SD0058_SP_SET: FOUNDATION
 SD0058_STAMPING: C 423 1968
 SD0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0058
 SD0058  HISTORY     - Date     Condition        Report By
 SD0058  HISTORY     - 1968     MONUMENTED       CGS
 SD0058
 SD0058                          STATION DESCRIPTION
 SD0058
 SD0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SD0058'2.8 MI S FROM GRAYLAND.
 SD0058'2.8 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 SD0058'GRAYLAND, IN R11W T15N, SECTION 20, AT THE JUNCTION OF LUNGREN ROAD
 SD0058'EAST, IN THE TOP OF THE SOUTHWEST CORNER OF A 2- BY 2-FOOT CONCRETE
 SD0058'FOUNDATION FOR A LARGE TEXACO SIGN, 30 FEET WEST OF THE CENTER LINE OF
 SD0058'THE HIGHWAY, 158 FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD,
 SD0058'66.5 FEET NORTH OF THE NORTHEAST CORNER OF SOUTH BEACH GROCERY AND
 SD0058'SERVICE STATION BUILDING, 13 1/2 FEET SOUTHWEST OF A TELEPHONE POLE
 SD0058'WITH A GUY WIRE, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0054 ***********************************************************************
 SC0054  DESIGNATION -  C 424
 SC0054  PID         -  SC0054
 SC0054  STATE/COUNTY-  WA/LEWIS
 SC0054  USGS QUAD   -  MOSSYROCK (1993)
 SC0054
 SC0054                         *CURRENT SURVEY CONTROL
 SC0054  ___________________________________________________________________
 SC0054* NAD 83(1986)-  46 32 10.     (N)    122 24 58.     (W)     SCALED    
 SC0054* NAVD 88     -       256.935  (meters)     842.96   (feet)  ADJUSTED  
 SC0054  ___________________________________________________________________
 SC0054  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SC0054  DYNAMIC HT  -         256.952 (meters)     843.02  (feet)  COMP
 SC0054  MODELED GRAV-     980,671.2   (mgal)                       NAVD 88
 SC0054
 SC0054  VERT ORDER  -  SECOND    CLASS 0
 SC0054
 SC0054.The horizontal coordinates were scaled from a topographic map and have
 SC0054.an estimated accuracy of +/- 6 seconds.
 SC0054
 SC0054.The orthometric height was determined by differential leveling
 SC0054.and adjusted by the National Geodetic Survey in June 1991..
 SC0054
 SC0054.The geoid height was determined by GEOID03.
 SC0054
 SC0054.The dynamic height is computed by dividing the NAVD 88
 SC0054.geopotential number by the normal gravity value computed on the
 SC0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0054.degrees latitude (g = 980.6199 gals.).
 SC0054
 SC0054.The modeled gravity was interpolated from observed gravity values.
 SC0054
 SC0054;                    North         East    Units  Estimated Accuracy
 SC0054;SPC WA S     -   135,470.      353,040.      MT  (+/- 180 meters Scaled)
 SC0054
 SC0054                          SUPERSEDED SURVEY CONTROL
 SC0054
 SC0054  NGVD 29 (??/??/92)  255.872  (m)          839.47   (f) ADJ UNCH    2 0
 SC0054
 SC0054.Superseded values are not recommended for survey control.
 SC0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0054.See file dsdata.txt to determine how the superseded data were derived.
 SC0054
 SC0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES447537(NAD 83)
 SC0054_MARKER: DB = BENCH MARK DISK
 SC0054_SETTING: 66 = SET IN ROCK OUTCROP
 SC0054_SP_SET: OUTCROP
 SC0054_STAMPING: C 424 1968
 SC0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC0054+STABILITY: POSITION/ELEVATION WELL
 SC0054
 SC0054  HISTORY     - Date     Condition        Report By
 SC0054  HISTORY     - 1968     MONUMENTED       CGS
 SC0054  HISTORY     - 1984     GOOD             NGS
 SC0054
 SC0054                          STATION DESCRIPTION
 SC0054
 SC0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0054'3.75 MI E FROM MOSSYROCK.
 SC0054'0.2 MILE NORTH ALONG WILLIAMS STREET FROM MOSSYROCK ELEMENTARY SCHOOL
 SC0054'AT MOSSYROCK, THENCE 3.55 MILES EAST ALONG U.S. HIGHWAY 12, IN R3E
 SC0054'T12N, SECTION 10, 0.45 MILE EAST OF THE NORTH END OF MOSSYROCK DAM,
 SC0054'0.25 MILE WEST OF THE EAST END OF A GUARDRAIL, SET VERTICALLY IN THE
 SC0054'SOUTH FACE OF A MSSIVE OUTCROP CUT BANK, 49 1/2 FEET NORTH OF THE
 SC0054'CENTER LINE OF THE HIGHWAY, 29 1/2 FEET NORTH OF A GUARDRAIL, ABOUT 2
 SC0054'FEET LOWER THAN THE HIGHWAY AND 2 1/2 FEET ABOVE THE GROUND.
 SC0054
 SC0054                          STATION RECOVERY (1984)
 SC0054
 SC0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0109 ***********************************************************************
 SC0109  DESIGNATION -  C 425
 SC0109  PID         -  SC0109
 SC0109  STATE/COUNTY-  WA/LEWIS
 SC0109  USGS QUAD   -  VANSON PEAK (1984)
 SC0109
 SC0109                         *CURRENT SURVEY CONTROL
 SC0109  ___________________________________________________________________
 SC0109* NAD 83(1986)-  46 28 29.     (N)    122 08 54.     (W)     SCALED    
 SC0109* NAVD 88     -       253.161  (meters)     830.58   (feet)  ADJUSTED  
 SC0109  ___________________________________________________________________
 SC0109  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 SC0109  DYNAMIC HT  -         253.165 (meters)     830.59  (feet)  COMP
 SC0109  MODELED GRAV-     980,622.2   (mgal)                       NAVD 88
 SC0109
 SC0109  VERT ORDER  -  SECOND    CLASS 0
 SC0109
 SC0109.The horizontal coordinates were scaled from a topographic map and have
 SC0109.an estimated accuracy of +/- 6 seconds.
 SC0109
 SC0109.The orthometric height was determined by differential leveling
 SC0109.and adjusted by the National Geodetic Survey in June 1991..
 SC0109
 SC0109.The geoid height was determined by GEOID03.
 SC0109
 SC0109.The dynamic height is computed by dividing the NAVD 88
 SC0109.geopotential number by the normal gravity value computed on the
 SC0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0109.degrees latitude (g = 980.6199 gals.).
 SC0109
 SC0109.The modeled gravity was interpolated from observed gravity values.
 SC0109
 SC0109;                    North         East    Units  Estimated Accuracy
 SC0109;SPC WA S     -   128,190.      373,430.      MT  (+/- 180 meters Scaled)
 SC0109
 SC0109                          SUPERSEDED SURVEY CONTROL
 SC0109
 SC0109  NGVD 29 (??/??/92)  252.087  (m)          827.06   (f) ADJ UNCH    2 0
 SC0109
 SC0109.Superseded values are not recommended for survey control.
 SC0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0109.See file dsdata.txt to determine how the superseded data were derived.
 SC0109
 SC0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES653471(NAD 83)
 SC0109_MARKER: DB = BENCH MARK DISK
 SC0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0109_STAMPING: C 425 1968
 SC0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0109+STABILITY: SURFACE MOTION
 SC0109
 SC0109  HISTORY     - Date     Condition        Report By
 SC0109  HISTORY     - 1968     MONUMENTED       CGS
 SC0109
 SC0109                          STATION DESCRIPTION
 SC0109
 SC0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0109'10.1 MI SE FROM MORTON.
 SC0109'0.45 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF MAIN STREET
 SC0109'AT MORTON, THENCE 5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 12, THENCE
 SC0109'0.15 MILE SOUTH ALONG AN ASPHALT ROAD, THENCE 3.55 MILES SOUTH ALONG A
 SC0109'U.S. PLYWOOD LOGGING ROAD, THENCE 0.75 MILE EAST ALONG A GRAVELED
 SC0109'ROAD, IN R5E T11N, SECTION 2, AT THE JUNCTION OF A DIM TRACK ROAD
 SC0109'SOUTH, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD, 17 1/2 FEET WEST
 SC0109'OF THE EXTENDED CENTER LINE OF THE ROAD SOUTH, 1.5 FEET WEST OF A
 SC0109'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SC0109'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0784 ***********************************************************************
 RC0784  DESIGNATION -  C 426
 RC0784  PID         -  RC0784
 RC0784  STATE/COUNTY-  WA/KLICKITAT
 RC0784  USGS QUAD   -  WISHRAM (1994)
 RC0784
 RC0784                         *CURRENT SURVEY CONTROL
 RC0784  ___________________________________________________________________
 RC0784* NAD 83(1986)-  45 39 40.     (N)    120 56 56.     (W)     SCALED    
 RC0784* NAVD 88     -        54.509  (meters)     178.83   (feet)  ADJUSTED  
 RC0784  ___________________________________________________________________
 RC0784  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RC0784  DYNAMIC HT  -          54.508 (meters)     178.83  (feet)  COMP
 RC0784  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 RC0784
 RC0784  VERT ORDER  -  FIRST     CLASS I
 RC0784
 RC0784.The horizontal coordinates were scaled from a topographic map and have
 RC0784.an estimated accuracy of +/- 6 seconds.
 RC0784
 RC0784.The orthometric height was determined by differential leveling
 RC0784.and adjusted by the National Geodetic Survey in June 1991..
 RC0784
 RC0784.The geoid height was determined by GEOID03.
 RC0784
 RC0784.The dynamic height is computed by dividing the NAVD 88
 RC0784.geopotential number by the normal gravity value computed on the
 RC0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0784.degrees latitude (g = 980.6199 gals.).
 RC0784
 RC0784.The modeled gravity was interpolated from observed gravity values.
 RC0784
 RC0784;                    North         East    Units  Estimated Accuracy
 RC0784;SPC WA S     -    36,530.      465,020.      MT  (+/- 180 meters Scaled)
 RC0784
 RC0784                          SUPERSEDED SURVEY CONTROL
 RC0784
 RC0784  NGVD 29 (??/??/92)   53.515  (m)          175.57   (f) ADJ UNCH    1 1
 RC0784
 RC0784.Superseded values are not recommended for survey control.
 RC0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0784.See file dsdata.txt to determine how the superseded data were derived.
 RC0784
 RC0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR597584(NAD 83)
 RC0784_MARKER: DB = BENCH MARK DISK
 RC0784_SETTING: 66 = SET IN ROCK OUTCROP
 RC0784_SP_SET: ROCK OUTCROP
 RC0784_STAMPING: C 426 1968
 RC0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0784+STABILITY: POSITION/ELEVATION WELL
 RC0784
 RC0784  HISTORY     - Date     Condition        Report By
 RC0784  HISTORY     - 1968     MONUMENTED       CGS
 RC0784
 RC0784                          STATION DESCRIPTION
 RC0784
 RC0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0784'0.85 MI E FROM WISHRAM.
 RC0784'0.85 MILE EAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RC0784'THE STATION AT WISHRAM, AT THE WEST END OF A LAGOON WHICH IS ON THE
 RC0784'NORTH SIDE OF THE TRACKS, IN R15E T2N, SECTION 17, 4 RAILS EAST OF
 RC0784'MILEPOST 107, AT THE EAST END OF A ROCKY CUT, IN THE TOP OF A LEDGE OF
 RC0784'AN OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 18.0 FEET
 RC0784'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, AND ABOUT 3 FEET HIGHER
 RC0784'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0704 ***********************************************************************
 RC0704  DESIGNATION -  C 427
 RC0704  PID         -  RC0704
 RC0704  STATE/COUNTY-  WA/KLICKITAT
 RC0704  USGS QUAD   -  LUNA GULCH (1983)
 RC0704
 RC0704                         *CURRENT SURVEY CONTROL
 RC0704  ___________________________________________________________________
 RC0704* NAD 83(1986)-  45 45 18.     (N)    120 36 21.     (W)     SCALED    
 RC0704* NAVD 88     -       136.645  (meters)     448.31   (feet)  ADJUSTED  
 RC0704  ___________________________________________________________________
 RC0704  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 RC0704  DYNAMIC HT  -         136.637 (meters)     448.28  (feet)  COMP
 RC0704  MODELED GRAV-     980,551.0   (mgal)                       NAVD 88
 RC0704
 RC0704  VERT ORDER  -  SECOND    CLASS 0
 RC0704
 RC0704.The horizontal coordinates were scaled from a topographic map and have
 RC0704.an estimated accuracy of +/- 6 seconds.
 RC0704
 RC0704.The orthometric height was determined by differential leveling
 RC0704.and adjusted by the National Geodetic Survey in June 1991..
 RC0704
 RC0704.The geoid height was determined by GEOID03.
 RC0704
 RC0704.The dynamic height is computed by dividing the NAVD 88
 RC0704.geopotential number by the normal gravity value computed on the
 RC0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0704.degrees latitude (g = 980.6199 gals.).
 RC0704
 RC0704.The modeled gravity was interpolated from observed gravity values.
 RC0704
 RC0704;                    North         East    Units  Estimated Accuracy
 RC0704;SPC WA S     -    46,870.      491,770.      MT  (+/- 180 meters Scaled)
 RC0704
 RC0704                          SUPERSEDED SURVEY CONTROL
 RC0704
 RC0704  NGVD 29 (??/??/92)  135.648  (m)          445.04   (f) ADJ UNCH    2 0
 RC0704
 RC0704.Superseded values are not recommended for survey control.
 RC0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0704.See file dsdata.txt to determine how the superseded data were derived.
 RC0704
 RC0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR862696(NAD 83)
 RC0704_MARKER: DB = BENCH MARK DISK
 RC0704_SETTING: 66 = SET IN ROCK OUTCROP
 RC0704_SP_SET: ROCK OUTCROP
 RC0704_STAMPING: C 427 1968
 RC0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0704+STABILITY: POSITION/ELEVATION WELL
 RC0704
 RC0704  HISTORY     - Date     Condition        Report By
 RC0704  HISTORY     - 1968     MONUMENTED       CGS
 RC0704
 RC0704                          STATION DESCRIPTION
 RC0704
 RC0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0704'11.8 MI E FROM MARYHILL.
 RC0704'1.4 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPOKANE, PORTLAND AND
 RC0704'SEATTLE RAILWAY STATION AT MARYHILL, THENCE 10.4 MILES EAST ALONG
 RC0704'STATE HIGHWAY 14, IN R18E T3N, SECTION 7, 0.4 MILE EAST OF MILEPOST
 RC0704'112, 0.15 MILE EAST OF THE JUNCTION OF A DRIVEWAY SOUTH, IN THE TOP OF
 RC0704'AN OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 72 FEET
 RC0704'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 197 1/2 FEET SOUTHWEST AND
 RC0704'ACROSS THE HIGHWAY FROM THE SOUTH LEG OF A STEEL TOWER OF A POWER
 RC0704'TRANSMISSION LINE, 3.0 FEET NORTH OF A FENCE, 1.3 FEET WEST OF A
 RC0704'WITNESS POST, AND ABOUT 7 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0755 ***********************************************************************
 RC0755  DESIGNATION -  C 428
 RC0755  PID         -  RC0755
 RC0755  STATE/COUNTY-  WA/KLICKITAT
 RC0755  USGS QUAD   -  RUFUS (1971)
 RC0755
 RC0755                         *CURRENT SURVEY CONTROL
 RC0755  ___________________________________________________________________
 RC0755* NAD 83(1986)-  45 43 12.     (N)    120 42 23.     (W)     SCALED    
 RC0755* NAVD 88     -        98.522  (meters)     323.23   (feet)  ADJUSTED  
 RC0755  ___________________________________________________________________
 RC0755  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 RC0755  DYNAMIC HT  -          98.519 (meters)     323.22  (feet)  COMP
 RC0755  MODELED GRAV-     980,587.6   (mgal)                       NAVD 88
 RC0755
 RC0755  VERT ORDER  -  FIRST     CLASS I
 RC0755
 RC0755.The horizontal coordinates were scaled from a topographic map and have
 RC0755.an estimated accuracy of +/- 6 seconds.
 RC0755
 RC0755.The orthometric height was determined by differential leveling
 RC0755.and adjusted by the National Geodetic Survey in June 1991..
 RC0755
 RC0755.The geoid height was determined by GEOID03.
 RC0755
 RC0755.The dynamic height is computed by dividing the NAVD 88
 RC0755.geopotential number by the normal gravity value computed on the
 RC0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0755.degrees latitude (g = 980.6199 gals.).
 RC0755
 RC0755.The modeled gravity was interpolated from observed gravity values.
 RC0755
 RC0755;                    North         East    Units  Estimated Accuracy
 RC0755;SPC WA S     -    43,000.      483,930.      MT  (+/- 180 meters Scaled)
 RC0755
 RC0755                          SUPERSEDED SURVEY CONTROL
 RC0755
 RC0755  NGVD 29 (??/??/92)   97.533  (m)          319.99   (f) ADJ UNCH    1 1
 RC0755
 RC0755.Superseded values are not recommended for survey control.
 RC0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0755.See file dsdata.txt to determine how the superseded data were derived.
 RC0755
 RC0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR784654(NAD 83)
 RC0755_MARKER: DB = BENCH MARK DISK
 RC0755_SETTING: 66 = SET IN ROCK OUTCROP
 RC0755_SP_SET: ROCK OUTCROP
 RC0755_STAMPING: C 428 1968
 RC0755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0755+STABILITY: POSITION/ELEVATION WELL
 RC0755
 RC0755  HISTORY     - Date     Condition        Report By
 RC0755  HISTORY     - 1968     MONUMENTED       CGS
 RC0755  HISTORY     - 20040412 GOOD             USPSQD
 RC0755
 RC0755                          STATION DESCRIPTION
 RC0755
 RC0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0755'9.1 MI E FROM MARYHILL.
 RC0755'1.4 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPOKANE PORTLAND AND
 RC0755'SEATTLE RAILWAY STATION AT MARYHILL, THENCE 6.0 MILES EAST ALONG STATE
 RC0755'HIGHWAY, THENCE 1.7 MILES SOUTH ALONG THE JOHN DAY DAM ROAD, 0.6 MILE
 RC0755'NORTH OF JOHN DAY DAM NAVIGATION LOCK AND BENCH MARK CBL 21 (USE), IN
 RC0755'THE TOP OF A LEDGE OF AN OUTCROP IN A CUT, 32 FEET SOUTH OF THE CENTER
 RC0755'LINE OF THE ROAD, 421 FEET EAST OF THE CENTER OF THE JUNCTION OF A
 RC0755'ROAD SOUTHEAST TO A VIEWPOINT, 138 FEET WEST OF THE WEST END OF A
 RC0755'GUARDRAIL, 1.7 FEET EAST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER
 RC0755'THAN THE ROAD.
 RC0755
 RC0755                          STATION RECOVERY (2004)
 RC0755
 RC0755'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RC0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1106 ***********************************************************************
 RB1106  DESIGNATION -  C 429
 RB1106  PID         -  RB1106
 RB1106  STATE/COUNTY-  WA/BENTON
 RB1106  USGS QUAD   -  WEST OF PATERSON (1993)
 RB1106
 RB1106                         *CURRENT SURVEY CONTROL
 RB1106  ___________________________________________________________________
 RB1106* NAD 83(1986)-  45 53 10.     (N)    119 42 52.     (W)     SCALED    
 RB1106* NAVD 88     -        99.734  (meters)     327.21   (feet)  ADJUSTED  
 RB1106  ___________________________________________________________________
 RB1106  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RB1106  DYNAMIC HT  -          99.734 (meters)     327.21  (feet)  COMP
 RB1106  MODELED GRAV-     980,624.3   (mgal)                       NAVD 88
 RB1106
 RB1106  VERT ORDER  -  SECOND    CLASS 0
 RB1106
 RB1106.The horizontal coordinates were scaled from a topographic map and have
 RB1106.an estimated accuracy of +/- 6 seconds.
 RB1106
 RB1106.The orthometric height was determined by differential leveling
 RB1106.and adjusted by the National Geodetic Survey in June 1991..
 RB1106
 RB1106.The geoid height was determined by GEOID03.
 RB1106
 RB1106.The dynamic height is computed by dividing the NAVD 88
 RB1106.geopotential number by the normal gravity value computed on the
 RB1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1106.degrees latitude (g = 980.6199 gals.).
 RB1106
 RB1106.The modeled gravity was interpolated from observed gravity values.
 RB1106
 RB1106;                    North         East    Units  Estimated Accuracy
 RB1106;SPC WA S     -    61,750.      560,980.      MT  (+/- 180 meters Scaled)
 RB1106
 RB1106                          SUPERSEDED SURVEY CONTROL
 RB1106
 RB1106  NGVD 29 (??/??/92)   98.713  (m)          323.86   (f) ADJ UNCH    2 0
 RB1106
 RB1106.Superseded values are not recommended for survey control.
 RB1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1106.See file dsdata.txt to determine how the superseded data were derived.
 RB1106
 RB1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL893849(NAD 83)
 RB1106_MARKER: DB = BENCH MARK DISK
 RB1106_SETTING: 66 = SET IN ROCK OUTCROP
 RB1106_SP_SET: OUTCROP
 RB1106_STAMPING: C 429 1968
 RB1106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1106+STABILITY: POSITION/ELEVATION WELL
 RB1106
 RB1106  HISTORY     - Date     Condition        Report By
 RB1106  HISTORY     - 1968     MONUMENTED       CGS
 RB1106  HISTORY     - 1989     GOOD             USPSQD
 RB1106
 RB1106                          STATION DESCRIPTION
 RB1106
 RB1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB1106'6.85 MI SW FROM PATERSON.
 RB1106'6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF STATE
 RB1106'HIGHWAY 221 AT PATERSON, 0.4 MILE SOUTHWEST OF MILEPOST 161, IN THE
 RB1106'TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 68
 RB1106'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 102 FEET EAST OF A
 RB1106'POWER POLE, 5.9 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 4 1/2 FEET
 RB1106'HIGHER THAN THE HIGHWAY.
 RB1106
 RB1106                          STATION RECOVERY (1989)
 RB1106
 RB1106'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RB1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0781 ***********************************************************************
 RC0781  DESIGNATION -  C 43
 RC0781  PID         -  RC0781
 RC0781  STATE/COUNTY-  WA/KLICKITAT
 RC0781  USGS QUAD   -  WISHRAM (1994)
 RC0781
 RC0781                         *CURRENT SURVEY CONTROL
 RC0781  ___________________________________________________________________
 RC0781* NAD 83(1986)-  45 39 25.     (N)    120 54 34.     (W)     SCALED    
 RC0781* NAVD 88     -        56.731  (meters)     186.12   (feet)  ADJUSTED  
 RC0781  ___________________________________________________________________
 RC0781  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RC0781  DYNAMIC HT  -          56.730 (meters)     186.12  (feet)  COMP
 RC0781  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 RC0781
 RC0781  VERT ORDER  -  FIRST     CLASS I
 RC0781
 RC0781.The horizontal coordinates were scaled from a topographic map and have
 RC0781.an estimated accuracy of +/- 6 seconds.
 RC0781
 RC0781.The orthometric height was determined by differential leveling
 RC0781.and adjusted by the National Geodetic Survey in June 1991..
 RC0781
 RC0781.The geoid height was determined by GEOID03.
 RC0781
 RC0781.The dynamic height is computed by dividing the NAVD 88
 RC0781.geopotential number by the normal gravity value computed on the
 RC0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0781.degrees latitude (g = 980.6199 gals.).
 RC0781
 RC0781.The modeled gravity was interpolated from observed gravity values.
 RC0781
 RC0781;                    North         East    Units  Estimated Accuracy
 RC0781;SPC WA S     -    36,050.      468,090.      MT  (+/- 180 meters Scaled)
 RC0781
 RC0781                          SUPERSEDED SURVEY CONTROL
 RC0781
 RC0781  NGVD 29 (??/??/92)   55.738  (m)          182.87   (f) ADJ UNCH    1 1
 RC0781
 RC0781.Superseded values are not recommended for survey control.
 RC0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0781.See file dsdata.txt to determine how the superseded data were derived.
 RC0781
 RC0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR628580(NAD 83)
 RC0781_MARKER: DB = BENCH MARK DISK
 RC0781_SETTING: 80 = SET IN A BOULDER
 RC0781_SP_SET: BOULDER
 RC0781_STAMPING: C 43 1933 182.749
 RC0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0781+STABILITY: SURFACE MOTION
 RC0781
 RC0781  HISTORY     - Date     Condition        Report By
 RC0781  HISTORY     - 1933     MONUMENTED       CGS
 RC0781  HISTORY     - 1968     GOOD             NGS
 RC0781  HISTORY     - 1987     GOOD             USPSQD
 RC0781
 RC0781                          STATION DESCRIPTION
 RC0781
 RC0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0781'2.8 MI E FROM WISHRAM.
 RC0781'2.8 MILES EAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RC0781'THE STATION AT WISHRAM, IN R15E T2N, SECTION 15, IN THE TOP OF A
 RC0781'BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE GROUND, 20.3 FEET NORTH OF
 RC0781'THE NORTH RAIL, 39 FEET NORTHEAST AND ACROSS THE TRACK FROM MILEPOST
 RC0781'109, 18 FEET EAST-SOUTHEAST OF TELEPHONE POLE B 28 WITH A GUY WIRE,
 RC0781'1.7 FEET WEST OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE
 RC0781'TRACK.
 RC0781
 RC0781                          STATION RECOVERY (1987)
 RC0781
 RC0781'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0153 ***********************************************************************
 SA0153  DESIGNATION -  C 430
 SA0153  PID         -  SA0153
 SA0153  STATE/COUNTY-  WA/WALLA WALLA
 SA0153  USGS QUAD   -  HUNTSVILLE (1967)
 SA0153
 SA0153                         *CURRENT SURVEY CONTROL
 SA0153  ___________________________________________________________________
 SA0153* NAD 83(1986)-  46 16 30.     (N)    118 07 18.     (W)     SCALED    
 SA0153* NAVD 88     -       399.915  (meters)    1312.05   (feet)  ADJUSTED  
 SA0153  ___________________________________________________________________
 SA0153  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 SA0153  DYNAMIC HT  -         399.894 (meters)    1311.99  (feet)  COMP
 SA0153  MODELED GRAV-     980,552.9   (mgal)                       NAVD 88
 SA0153
 SA0153  VERT ORDER  -  FIRST     CLASS I
 SA0153
 SA0153.The horizontal coordinates were scaled from a topographic map and have
 SA0153.an estimated accuracy of +/- 6 seconds.
 SA0153
 SA0153.The orthometric height was determined by differential leveling
 SA0153.and adjusted by the National Geodetic Survey in June 1991..
 SA0153
 SA0153.The geoid height was determined by GEOID03.
 SA0153
 SA0153.The dynamic height is computed by dividing the NAVD 88
 SA0153.geopotential number by the normal gravity value computed on the
 SA0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0153.degrees latitude (g = 980.6199 gals.).
 SA0153
 SA0153.The modeled gravity was interpolated from observed gravity values.
 SA0153
 SA0153;                    North         East    Units  Estimated Accuracy
 SA0153;SPC WA S     -   107,430.      683,280.      MT  (+/- 180 meters Scaled)
 SA0153
 SA0153                          SUPERSEDED SURVEY CONTROL
 SA0153
 SA0153  NGVD 29 (??/??/92)  398.927  (m)         1308.81   (f) ADJ UNCH    1 1
 SA0153
 SA0153.Superseded values are not recommended for survey control.
 SA0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0153.See file dsdata.txt to determine how the superseded data were derived.
 SA0153
 SA0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM135252(NAD 83)
 SA0153_MARKER: DB = BENCH MARK DISK
 SA0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0153_SP_SET: BRIDGE
 SA0153_STAMPING: C 430 1968
 SA0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0153
 SA0153  HISTORY     - Date     Condition        Report By
 SA0153  HISTORY     - 1968     MONUMENTED       CGS
 SA0153
 SA0153                          STATION DESCRIPTION
 SA0153
 SA0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0153'1.6 MI E FROM WAITSBURG.
 SA0153'1.6 MILES EAST ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF STATE
 SA0153'HIGHWAY 124 AT WAITSBURG, 0.4 MILE SOUTHWEST OF WALLA WALLA-COLUMBIA
 SA0153'COUNTY LINE, IN THE TOP AND 1.3 FEET SOUTHWEST OF THE NORTHEAST END OF
 SA0153'THE SOUTHEAST CONCRETE GUARDRAIL OF CONCRETE BRIDGE 3600.25, 13 1/2
 SA0153'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET
 SA0153'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0262 ***********************************************************************
 SA0262  DESIGNATION -  C 431
 SA0262  PID         -  SA0262
 SA0262  STATE/COUNTY-  WA/WALLA WALLA
 SA0262  USGS QUAD   -  ZANGAR JUNCTION (1991)
 SA0262
 SA0262                         *CURRENT SURVEY CONTROL
 SA0262  ___________________________________________________________________
 SA0262* NAD 83(1986)-  46 04 18.     (N)    118 47 05.     (W)     SCALED    
 SA0262* NAVD 88     -       117.668  (meters)     386.05   (feet)  ADJUSTED  
 SA0262  ___________________________________________________________________
 SA0262  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SA0262  DYNAMIC HT  -         117.668 (meters)     386.05  (feet)  COMP
 SA0262  MODELED GRAV-     980,611.2   (mgal)                       NAVD 88
 SA0262
 SA0262  VERT ORDER  -  FIRST     CLASS I
 SA0262
 SA0262.The horizontal coordinates were scaled from a topographic map and have
 SA0262.an estimated accuracy of +/- 6 seconds.
 SA0262
 SA0262.The orthometric height was determined by differential leveling
 SA0262.and adjusted by the National Geodetic Survey in June 1991..
 SA0262
 SA0262.The geoid height was determined by GEOID03.
 SA0262
 SA0262.The dynamic height is computed by dividing the NAVD 88
 SA0262.geopotential number by the normal gravity value computed on the
 SA0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0262.degrees latitude (g = 980.6199 gals.).
 SA0262
 SA0262.The modeled gravity was interpolated from observed gravity values.
 SA0262
 SA0262;                    North         East    Units  Estimated Accuracy
 SA0262;SPC WA S     -    83,510.      632,680.      MT  (+/- 180 meters Scaled)
 SA0262
 SA0262                          SUPERSEDED SURVEY CONTROL
 SA0262
 SA0262  NGVD 29 (??/??/92)  116.666  (m)          382.76   (f) ADJ UNCH    1 1
 SA0262
 SA0262.Superseded values are not recommended for survey control.
 SA0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0262.See file dsdata.txt to determine how the superseded data were derived.
 SA0262
 SA0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM619035(NAD 83)
 SA0262_MARKER: DB = BENCH MARK DISK
 SA0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0262_SP_SET: BRIDGE GUARDRAIL
 SA0262_STAMPING: C 431 1968
 SA0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0262
 SA0262  HISTORY     - Date     Condition        Report By
 SA0262  HISTORY     - 1968     MONUMENTED       CGS
 SA0262  HISTORY     - 1976     GOOD             NGS
 SA0262  HISTORY     - 20031102 GOOD             GEOCAC
 SA0262
 SA0262                          STATION DESCRIPTION
 SA0262
 SA0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0262'6.45 MI E FROM WALLULA JUNCTION.
 SA0262'6.45 MILES EAST ALONG U.S. HIGHWAY 12 FROM THE STATE TRUCK SCALES AT
 SA0262'WALLULA JUNCTION, IN R32E T7N, SECTION 22, AT MILEPOST 314, IN THE TOP
 SA0262'AND 2.5 FEET WEST OF THE EAST END OF THE SOUTH CONCRETE GUARDRAIL OF A
 SA0262'CONCRETE BRIDGE OVER WALLA WALLA RIVER, 18 1/2 FEET SOUTH OF THE
 SA0262'CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 SA0262
 SA0262                          STATION RECOVERY (1976)
 SA0262
 SA0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SA0262'RECOVERED IN GOOD CONDITION.
 SA0262
 SA0262                          STATION RECOVERY (2003)
 SA0262
 SA0262'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0191 ***********************************************************************
 SA0191  DESIGNATION -  C 432
 SA0191  PID         -  SA0191
 SA0191  STATE/COUNTY-  WA/WALLA WALLA
 SA0191  USGS QUAD   -  WALLA WALLA (1978)
 SA0191
 SA0191                         *CURRENT SURVEY CONTROL
 SA0191  ___________________________________________________________________
 SA0191* NAD 83(1986)-  46 04 06.     (N)    118 22 03.     (W)     SCALED    
 SA0191* NAVD 88     -       267.406  (meters)     877.31   (feet)  ADJUSTED  
 SA0191  ___________________________________________________________________
 SA0191  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SA0191  DYNAMIC HT  -         267.398 (meters)     877.29  (feet)  COMP
 SA0191  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 SA0191
 SA0191  VERT ORDER  -  FIRST     CLASS I
 SA0191
 SA0191.The horizontal coordinates were scaled from a topographic map and have
 SA0191.an estimated accuracy of +/- 6 seconds.
 SA0191
 SA0191.The orthometric height was determined by differential leveling
 SA0191.and adjusted by the National Geodetic Survey in June 1991..
 SA0191
 SA0191.The geoid height was determined by GEOID03.
 SA0191
 SA0191.The dynamic height is computed by dividing the NAVD 88
 SA0191.geopotential number by the normal gravity value computed on the
 SA0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0191.degrees latitude (g = 980.6199 gals.).
 SA0191
 SA0191.The modeled gravity was interpolated from observed gravity values.
 SA0191
 SA0191;                    North         East    Units  Estimated Accuracy
 SA0191;SPC WA S     -    83,930.      664,960.      MT  (+/- 180 meters Scaled)
 SA0191
 SA0191                          SUPERSEDED SURVEY CONTROL
 SA0191
 SA0191  NGVD 29 (??/??/92)  266.41   (m)          874.0    (f) COMPUTED    1 1
 SA0191
 SA0191.Superseded values are not recommended for survey control.
 SA0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0191.See file dsdata.txt to determine how the superseded data were derived.
 SA0191
 SA0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM942025(NAD 83)
 SA0191_MARKER: DB = BENCH MARK DISK
 SA0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0191_SP_SET: SIPHON
 SA0191_STAMPING: C 432 1968
 SA0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0191
 SA0191  HISTORY     - Date     Condition        Report By
 SA0191  HISTORY     - 1968     MONUMENTED       CGS
 SA0191  HISTORY     - 20030905 GOOD             GEOCAC
 SA0191
 SA0191                          STATION DESCRIPTION
 SA0191
 SA0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0191'1.1 MI NW FROM WALLA WALLA.
 SA0191'0.55 MILE NORTH ALONG NORTH 13TH AVENUE FROM THE UNION PACIFIC
 SA0191'RAILROAD STATION AT WALLA WALLA, THENCE 0.55 MILE WEST ALONG U.S.
 SA0191'HIGHWAY 12 (WEST PINE STREET), AT THE CROSSING OF A POWER LINE, IN THE
 SA0191'TOP AND 0.5 FOOT WEST OF THE EAST END OF THE NORTH HEADWALL OF AN
 SA0191'IRRIGATION SIPHON, 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4
 SA0191'FEET SOUTHWEST OF T JUNCTION POWER POLE 29-190360-0736, AND ABOUT 1
 SA0191'FOOT HIGHER THAN THE HIGHWAY.
 SA0191
 SA0191                          STATION RECOVERY (2003)
 SA0191
 SA0191'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0726 ***********************************************************************
 RC0726  DESIGNATION -  C 433
 RC0726  PID         -  RC0726
 RC0726  STATE/COUNTY-  WA/KLICKITAT
 RC0726  USGS QUAD   -  SATUS PASS (1983)
 RC0726
 RC0726                         *CURRENT SURVEY CONTROL
 RC0726  ___________________________________________________________________
 RC0726* NAD 83(1986)-  45 53 00.     (N)    120 45 01.     (W)     SCALED    
 RC0726* NAVD 88     -       615.753  (meters)    2020.18   (feet)  ADJUSTED  
 RC0726  ___________________________________________________________________
 RC0726  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 RC0726  DYNAMIC HT  -         615.703 (meters)    2020.02  (feet)  COMP
 RC0726  MODELED GRAV-     980,514.5   (mgal)                       NAVD 88
 RC0726
 RC0726  VERT ORDER  -  FIRST     CLASS I
 RC0726
 RC0726.The horizontal coordinates were scaled from a topographic map and have
 RC0726.an estimated accuracy of +/- 6 seconds.
 RC0726
 RC0726.The orthometric height was determined by differential leveling
 RC0726.and adjusted by the National Geodetic Survey in June 1991..
 RC0726
 RC0726.The geoid height was determined by GEOID03.
 RC0726
 RC0726.The dynamic height is computed by dividing the NAVD 88
 RC0726.geopotential number by the normal gravity value computed on the
 RC0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0726.degrees latitude (g = 980.6199 gals.).
 RC0726
 RC0726.The modeled gravity was interpolated from observed gravity values.
 RC0726
 RC0726;                    North         East    Units  Estimated Accuracy
 RC0726;SPC WA S     -    61,160.      480,570.      MT  (+/- 180 meters Scaled)
 RC0726
 RC0726                          SUPERSEDED SURVEY CONTROL
 RC0726
 RC0726  NGVD 29 (??/??/92)  614.752  (m)         2016.90   (f) ADJ UNCH    1 1
 RC0726
 RC0726.Superseded values are not recommended for survey control.
 RC0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0726.See file dsdata.txt to determine how the superseded data were derived.
 RC0726
 RC0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR745835(NAD 83)
 RC0726_MARKER: DB = BENCH MARK DISK
 RC0726_SETTING: 80 = SET IN A BOULDER
 RC0726_SP_SET: BOULDER
 RC0726_STAMPING: C 433 1968
 RC0726_MARK LOGO: CGS   
 RC0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0726+STABILITY: SURFACE MOTION
 RC0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC0726+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 RC0726
 RC0726  HISTORY     - Date     Condition        Report By
 RC0726  HISTORY     - 1968     MONUMENTED       CGS
 RC0726  HISTORY     - 1982     GOOD             NGS
 RC0726  HISTORY     - 20020401 GOOD             USPSQD
 RC0726  HISTORY     - 20060220 GOOD             USPSQD
 RC0726
 RC0726                          STATION DESCRIPTION
 RC0726
 RC0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0726'6.1 MI NE FROM GOLDENDALE.
 RC0726'6.1 MILES NORTHEAST ALONG U.S. HIGHWAY 97 FROM THE COURTHOUSE AT
 RC0726'GOLDENDALE, 0.1 MILE NORTH OF THE JUNCTION OF A FARM ROAD NORTHWEST,
 RC0726'ON THE OUTSIDE AND NEAR THE CENTER OF A CURVE, IN THE TOP OF A 4- BY
 RC0726'6-FOOT BOULDER PROJECTING ABOUT 2 FEET ON THE SOUTHEAST SIDE, 182 FEET
 RC0726'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5.0 FEET SOUTHEAST OF THE
 RC0726'RIGHT-OF-WAY FENCE, AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
 RC0726
 RC0726                          STATION RECOVERY (1982)
 RC0726
 RC0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RC0726'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 RC0726'1.75 KM (1.1 MI) NORTHEAST ALONG BUSINESS ROUTE 97 FROM THE COURTHOUSE
 RC0726'AT GOLDENDALE, THENCE 7.85 KM (4.9 MI) NORTH ALONG US HIGHWAY 97, IN
 RC0726'TOP OF AND 0.8 METER (2.5 FT) NORTHEAST OF THE SOUTHWEST EDGE OF A 4
 RC0726'BY 6 FOOT VOLCANIC BOULDER PROJECTING 2.5 FEET ABOVE THE GROUND, ON
 RC0726'THE HILLSIDE AT THE CENTER OF AND THE NORTHWEST EDGE OF A LARGE FLAT
 RC0726'ON THE OUTSIDE OF A CURVE, 0.32 KM (0.2 MI) NORTH OF MILEPOST 18, 0.3
 RC0726'KM (0.2 MI) SOUTHWEST OF THE Y JUNCTION OF A DIRT ROAD LEADING
 RC0726'NORTHEAST AT THE NORTHEAST END OF THE CURVE, 55.5 METERS (182 FT)
 RC0726'NORTHWEST OF THE HIGHWAY CENTERLINE, 98.5 METERS (323 FT) NORTHEAST OF
 RC0726'THE CENTERLINE OF A DIRT ROAD LEADING NORTHWEST, 54.9 METERS (180 FT)
 RC0726'NORTH OF A FENCE CORNER, 24.0 METERS (79 FT) NORTHWEST OF THE RIGHT OF
 RC0726'WAY FENCE.
 RC0726'THE MARK IS 0.55 METERS  S FROM A WITNESS POST.
 RC0726'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 RC0726
 RC0726                          STATION RECOVERY (2002)
 RC0726
 RC0726'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 RC0726'RECOVERED IN GOOD CONDITION.
 RC0726
 RC0726                          STATION RECOVERY (2006)
 RC0726
 RC0726'RECOVERY NOTE BY US POWER SQUADRON 2006 (GDH)
 RC0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1100 ***********************************************************************
 RZ1100  DESIGNATION -  C 434
 RZ1100  PID         -  RZ1100
 RZ1100  STATE/COUNTY-  WA/COLUMBIA
 RZ1100  USGS QUAD   -  TUCANNON (1967)
 RZ1100
 RZ1100                         *CURRENT SURVEY CONTROL
 RZ1100  ___________________________________________________________________
 RZ1100* NAD 83(1986)-  46 24 01.     (N)    117 55 47.     (W)     SCALED    
 RZ1100* NAVD 88     -       584.747  (meters)    1918.46   (feet)  ADJUSTED  
 RZ1100  ___________________________________________________________________
 RZ1100  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 RZ1100  DYNAMIC HT  -         584.714 (meters)    1918.35  (feet)  COMP
 RZ1100  MODELED GRAV-     980,540.4   (mgal)                       NAVD 88
 RZ1100
 RZ1100  VERT ORDER  -  FIRST     CLASS I
 RZ1100
 RZ1100.The horizontal coordinates were scaled from a topographic map and have
 RZ1100.an estimated accuracy of +/- 6 seconds.
 RZ1100
 RZ1100.The orthometric height was determined by differential leveling
 RZ1100.and adjusted by the National Geodetic Survey in June 1991..
 RZ1100
 RZ1100.The geoid height was determined by GEOID03.
 RZ1100
 RZ1100.The dynamic height is computed by dividing the NAVD 88
 RZ1100.geopotential number by the normal gravity value computed on the
 RZ1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1100.degrees latitude (g = 980.6199 gals.).
 RZ1100
 RZ1100.The modeled gravity was interpolated from observed gravity values.
 RZ1100
 RZ1100;                    North         East    Units  Estimated Accuracy
 RZ1100;SPC WA S     -   121,810.      697,610.      MT  (+/- 180 meters Scaled)
 RZ1100
 RZ1100                          SUPERSEDED SURVEY CONTROL
 RZ1100
 RZ1100  NGVD 29 (??/??/92)  583.749  (m)         1915.18   (f) ADJ UNCH    1 1
 RZ1100
 RZ1100.Superseded values are not recommended for survey control.
 RZ1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1100.See file dsdata.txt to determine how the superseded data were derived.
 RZ1100
 RZ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM285389(NAD 83)
 RZ1100_MARKER: DB = BENCH MARK DISK
 RZ1100_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1100_SP_SET: OUTCROP
 RZ1100_STAMPING: C 434 1968
 RZ1100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1100+STABILITY: POSITION/ELEVATION WELL
 RZ1100
 RZ1100  HISTORY     - Date     Condition        Report By
 RZ1100  HISTORY     - 1968     MONUMENTED       CGS
 RZ1100
 RZ1100                          STATION DESCRIPTION
 RZ1100
 RZ1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1100'6.6 MI N FROM DAYTON.
 RZ1100'6.6 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT DAYTON,
 RZ1100'IN R39E T11N, SECTION 28, ON THE OUTSIDE OF A CURVE, SET VERTICALLY IN
 RZ1100'THE SOUTHWEST FACE OF AN OUTCROP IN A CUT, 43 FEET NORTHEAST OF THE
 RZ1100'CENTER LINE OF THE HIGHWAY, 33 1/2 FEET EAST OF MILEPOST 374, ABOUT 1
 RZ1100'1/2 FEET HIGHER THAN THE HIGHWAY AND 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1328 ***********************************************************************
 RZ1328  DESIGNATION -  C 435
 RZ1328  PID         -  RZ1328
 RZ1328  STATE/COUNTY-  WA/WHITMAN
 RZ1328  USGS QUAD   -  LA CROSSE WEST (1981)
 RZ1328
 RZ1328                         *CURRENT SURVEY CONTROL
 RZ1328  ___________________________________________________________________
 RZ1328* NAD 83(1986)-  46 46 20.     (N)    117 57 49.     (W)     SCALED    
 RZ1328* NAVD 88     -       411.358  (meters)    1349.60   (feet)  ADJUSTED  
 RZ1328  ___________________________________________________________________
 RZ1328  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 RZ1328  DYNAMIC HT  -         411.364 (meters)    1349.62  (feet)  COMP
 RZ1328  MODELED GRAV-     980,617.9   (mgal)                       NAVD 88
 RZ1328
 RZ1328  VERT ORDER  -  SECOND    CLASS 0
 RZ1328
 RZ1328.The horizontal coordinates were scaled from a topographic map and have
 RZ1328.an estimated accuracy of +/- 6 seconds.
 RZ1328
 RZ1328.The orthometric height was determined by differential leveling
 RZ1328.and adjusted by the National Geodetic Survey in June 1991..
 RZ1328
 RZ1328.The geoid height was determined by GEOID03.
 RZ1328
 RZ1328.The dynamic height is computed by dividing the NAVD 88
 RZ1328.geopotential number by the normal gravity value computed on the
 RZ1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1328.degrees latitude (g = 980.6199 gals.).
 RZ1328
 RZ1328.The modeled gravity was interpolated from observed gravity values.
 RZ1328
 RZ1328;                    North         East    Units  Estimated Accuracy
 RZ1328;SPC WA S     -   163,050.      693,680.      MT  (+/- 180 meters Scaled)
 RZ1328
 RZ1328                          SUPERSEDED SURVEY CONTROL
 RZ1328
 RZ1328  NGVD 29 (??/??/92)  410.346  (m)         1346.28   (f) ADJ UNCH    2 0
 RZ1328
 RZ1328.Superseded values are not recommended for survey control.
 RZ1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1328.See file dsdata.txt to determine how the superseded data were derived.
 RZ1328
 RZ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM264803(NAD 83)
 RZ1328_MARKER: DB = BENCH MARK DISK
 RZ1328_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1328_SP_SET: OUTCROP
 RZ1328_STAMPING: C 435 1968
 RZ1328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1328+STABILITY: POSITION/ELEVATION WELL
 RZ1328
 RZ1328  HISTORY     - Date     Condition        Report By
 RZ1328  HISTORY     - 1968     MONUMENTED       CGS
 RZ1328
 RZ1328                          STATION DESCRIPTION
 RZ1328
 RZ1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1328'4.9 MI SW FROM LA CROSSE.
 RZ1328'3.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD AND AN ASPHALT
 RZ1328'ROAD FROM THE STATION AT LA CROSSE, THENCE 1.55 MILES SOUTHWEST ALONG
 RZ1328'STATE HIGHWAY 26, 0.25 MILE SOUTHWEST OF MILEPOST 102, ABOUT 300 FEET
 RZ1328'NORTH AND ACROSS THE HIGHWAY AND THE RAILROAD FROM RAILROAD MILEPOLE
 RZ1328'5, IN THE TOP OF A LEDGE OF AN OUTCROP WHICH PROJECTS ABOUT 1 FOOT
 RZ1328'ABOVE THE GROUND, 19 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RZ1328'16.5 FEET SOUTHEAST OF A FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST,
 RZ1328'AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1115 ***********************************************************************
 RZ1115  DESIGNATION -  C 436
 RZ1115  PID         -  RZ1115
 RZ1115  STATE/COUNTY-  WA/COLUMBIA
 RZ1115  USGS QUAD   -  TUCANNON (1967)
 RZ1115
 RZ1115                         *CURRENT SURVEY CONTROL
 RZ1115  ___________________________________________________________________
 RZ1115* NAD 83(1986)-  46 29 27.     (N)    117 57 41.     (W)     SCALED    
 RZ1115* NAVD 88     -       294.904  (meters)     967.53   (feet)  ADJUSTED  
 RZ1115  ___________________________________________________________________
 RZ1115  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 RZ1115  DYNAMIC HT  -         294.901 (meters)     967.52  (feet)  COMP
 RZ1115  MODELED GRAV-     980,597.0   (mgal)                       NAVD 88
 RZ1115
 RZ1115  VERT ORDER  -  FIRST     CLASS I
 RZ1115
 RZ1115.The horizontal coordinates were scaled from a topographic map and have
 RZ1115.an estimated accuracy of +/- 6 seconds.
 RZ1115
 RZ1115.The orthometric height was determined by differential leveling
 RZ1115.and adjusted by the National Geodetic Survey in June 1991..
 RZ1115
 RZ1115.The geoid height was determined by GEOID03.
 RZ1115
 RZ1115.The dynamic height is computed by dividing the NAVD 88
 RZ1115.geopotential number by the normal gravity value computed on the
 RZ1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1115.degrees latitude (g = 980.6199 gals.).
 RZ1115
 RZ1115.The modeled gravity was interpolated from observed gravity values.
 RZ1115
 RZ1115;                    North         East    Units  Estimated Accuracy
 RZ1115;SPC WA S     -   131,790.      694,850.      MT  (+/- 180 meters Scaled)
 RZ1115
 RZ1115                          SUPERSEDED SURVEY CONTROL
 RZ1115
 RZ1115  NGVD 29 (??/??/92)  293.939  (m)          964.36   (f) ADJ UNCH    1 1
 RZ1115
 RZ1115.Superseded values are not recommended for survey control.
 RZ1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1115.See file dsdata.txt to determine how the superseded data were derived.
 RZ1115
 RZ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM262490(NAD 83)
 RZ1115_MARKER: DB = BENCH MARK DISK
 RZ1115_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1115_SP_SET: OUTCROP
 RZ1115_STAMPING: C 436 1968
 RZ1115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1115+STABILITY: POSITION/ELEVATION WELL
 RZ1115
 RZ1115  HISTORY     - Date     Condition        Report By
 RZ1115  HISTORY     - 1968     MONUMENTED       CGS
 RZ1115  HISTORY     - 20050403 GOOD             GEOCAC
 RZ1115
 RZ1115                          STATION DESCRIPTION
 RZ1115
 RZ1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1115'13.2 MI N FROM DAYTON.
 RZ1115'13.2 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT DAYTON,
 RZ1115'IN R39E T12N, SECTION 29, 0.15 MILE NORTHWEST OF A CONCRETE BRIDGE
 RZ1115'OVER TUCANNON RIVER, 0.05 MILE NORTHWEST OF THE JUNCTION OF A ROAD
 RZ1115'SOUTHEAST, ON THE SOUTHWEST SIDE OF A ROCKY HILL, SET VERTICALLY IN
 RZ1115'THE SOUTHWEST FACE OF AN OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 RZ1115'GROUND, 146 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 105
 RZ1115'FEET EAST OF T JUNCTION POWER POLE 478 WITH A GUY WIRE, 30.56 FEET
 RZ1115'NORTHWEST OF BENCH MARK B 436, AND ABOUT 30 FEET HIGHER THAN THE
 RZ1115'HIGHWAY.
 RZ1115
 RZ1115                          STATION RECOVERY (2005)
 RZ1115
 RZ1115'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 RZ1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1142 ***********************************************************************
 RZ1142  DESIGNATION -  C 437
 RZ1142  PID         -  RZ1142
 RZ1142  STATE/COUNTY-  WA/GARFIELD
 RZ1142  USGS QUAD   -  POMEROY (1967)
 RZ1142
 RZ1142                         *CURRENT SURVEY CONTROL
 RZ1142  ___________________________________________________________________
 RZ1142* NAD 83(1986)-  46 28 30.     (N)    117 34 31.     (W)     SCALED    
 RZ1142* NAVD 88     -       583.206  (meters)    1913.40   (feet)  ADJUSTED  
 RZ1142  ___________________________________________________________________
 RZ1142  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 RZ1142  DYNAMIC HT  -         583.176 (meters)    1913.30  (feet)  COMP
 RZ1142  MODELED GRAV-     980,545.0   (mgal)                       NAVD 88
 RZ1142
 RZ1142  VERT ORDER  -  FIRST     CLASS I
 RZ1142
 RZ1142.The horizontal coordinates were scaled from a topographic map and have
 RZ1142.an estimated accuracy of +/- 6 seconds.
 RZ1142
 RZ1142.The orthometric height was determined by differential leveling
 RZ1142.and adjusted by the National Geodetic Survey in June 1991..
 RZ1142
 RZ1142.The geoid height was determined by GEOID03.
 RZ1142
 RZ1142.The dynamic height is computed by dividing the NAVD 88
 RZ1142.geopotential number by the normal gravity value computed on the
 RZ1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1142.degrees latitude (g = 980.6199 gals.).
 RZ1142
 RZ1142.The modeled gravity was interpolated from observed gravity values.
 RZ1142
 RZ1142;                    North         East    Units  Estimated Accuracy
 RZ1142;SPC WA S     -   131,060.      724,540.      MT  (+/- 180 meters Scaled)
 RZ1142
 RZ1142                          SUPERSEDED SURVEY CONTROL
 RZ1142
 RZ1142  NGVD 29 (??/??/92)  582.208  (m)         1910.13   (f) ADJ UNCH    1 1
 RZ1142
 RZ1142.Superseded values are not recommended for survey control.
 RZ1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1142.See file dsdata.txt to determine how the superseded data were derived.
 RZ1142
 RZ1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM558469(NAD 83)
 RZ1142_MARKER: DB = BENCH MARK DISK
 RZ1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1142_SP_SET: CATCH BASIN
 RZ1142_STAMPING: C 437 1968
 RZ1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1142
 RZ1142  HISTORY     - Date     Condition        Report By
 RZ1142  HISTORY     - 1968     MONUMENTED       CGS
 RZ1142
 RZ1142                          STATION DESCRIPTION
 RZ1142
 RZ1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1142'1.1 MI E FROM POMEROY.
 RZ1142'1.1 MILES EAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT POMEROY,
 RZ1142'AT THE JUNCTION OF 25TH STREET, IN THE TOP OF THE NORTHEAST CORNER OF
 RZ1142'THE CONCRETE FOUNDATION OF A CATCH BASIN WITH DOUBLE STEEL GRATE, 41
 RZ1142'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET EAST OF THE
 RZ1142'WEST CURB OF THE STREET, 12 FEET NORTHEAST OF TELEPHONE POLE 2496,
 RZ1142'26.0 FEET EAST OF THE SOUTHEAST CORNER OF A UNION 76 BULK PLANT
 RZ1142'BUILDING, AND ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0893 ***********************************************************************
 RZ0893  DESIGNATION -  C 438
 RZ0893  PID         -  RZ0893
 RZ0893  STATE/COUNTY-  WA/ASOTIN
 RZ0893  USGS QUAD   -  SILCOTT (1971)
 RZ0893
 RZ0893                         *CURRENT SURVEY CONTROL
 RZ0893  ___________________________________________________________________
 RZ0893* NAD 83(1986)-  46 25 31.     (N)    117 09 59.     (W)     SCALED    
 RZ0893* NAVD 88     -       217.562  (meters)     713.78   (feet)  ADJUSTED  
 RZ0893  ___________________________________________________________________
 RZ0893  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 RZ0893  DYNAMIC HT  -         217.562 (meters)     713.78  (feet)  COMP
 RZ0893  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 RZ0893
 RZ0893  VERT ORDER  -  FIRST     CLASS I
 RZ0893
 RZ0893.The horizontal coordinates were scaled from a topographic map and have
 RZ0893.an estimated accuracy of +/- 6 seconds.
 RZ0893
 RZ0893.The orthometric height was determined by differential leveling
 RZ0893.and adjusted by the National Geodetic Survey in June 1991..
 RZ0893
 RZ0893.The geoid height was determined by GEOID03.
 RZ0893
 RZ0893.The dynamic height is computed by dividing the NAVD 88
 RZ0893.geopotential number by the normal gravity value computed on the
 RZ0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0893.degrees latitude (g = 980.6199 gals.).
 RZ0893
 RZ0893.The modeled gravity was interpolated from observed gravity values.
 RZ0893
 RZ0893;                    North         East    Units  Estimated Accuracy
 RZ0893;SPC WA S     -   126,780.      756,150.      MT  (+/- 180 meters Scaled)
 RZ0893
 RZ0893                          SUPERSEDED SURVEY CONTROL
 RZ0893
 RZ0893  NGVD 29 (??/??/92)  216.583  (m)          710.57   (f) ADJ UNCH    1 1
 RZ0893
 RZ0893.Superseded values are not recommended for survey control.
 RZ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0893.See file dsdata.txt to determine how the superseded data were derived.
 RZ0893
 RZ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM872413(NAD 83)
 RZ0893_MARKER: DB = BENCH MARK DISK
 RZ0893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0893_SP_SET: FOUNDATION
 RZ0893_STAMPING: C 438 1968
 RZ0893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0893
 RZ0893  HISTORY     - Date     Condition        Report By
 RZ0893  HISTORY     - 1968     MONUMENTED       CGS
 RZ0893  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0893
 RZ0893                          STATION DESCRIPTION
 RZ0893
 RZ0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ0893'7.25 MI W FROM CLARKSTON.
 RZ0893'7.25 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE WEST END OF THE SNAKE
 RZ0893'RIVER BRIDGE AT CLARKSTON, 0.25 MILE SOUTHWEST OF MILEPOST 428, AT THE
 RZ0893'JUNCTION OF A ROAD NORTHWEST TO A STEEL TOWER FOR A CABLE CROSSING
 RZ0893'OVER SNAKE RIVER, IN THE TOP OF THE SOUTHEAST END OF A CONCRETE
 RZ0893'FOUNDATION OF A CABLE ANCHOR WHICH PROJECTS ABOUT 0.4 FOOT ABOVE THE
 RZ0893'GROUND, 67 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET
 RZ0893'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 103 FEET SOUTHEAST OF THE
 RZ0893'SOUTH LEG OF THE CABLE TOWER, AND ABOUT LEVEL WITH THE HIGHWAY.
 RZ0893
 RZ0893                          STATION RECOVERY (1980)
 RZ0893
 RZ0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0893'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 RZ0893'MEASUREMENTS PLACE THIS MARK UNDER THE NEW WATER LEVEL OF THE SNAKE
 RZ0893'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1774 ***********************************************************************
 RC1774  DESIGNATION -  C 44
 RC1774  PID         -  RC1774
 RC1774  STATE/COUNTY-  WA/SKAMANIA
 RC1774  USGS QUAD   -  HOOD RIVER (1994)
 RC1774
 RC1774                         *CURRENT SURVEY CONTROL
 RC1774  ___________________________________________________________________
 RC1774* NAD 83(1986)-  45 43 30.     (N)    121 33 25.     (W)     SCALED    
 RC1774* NAVD 88     -        34.398  (meters)     112.85   (feet)  ADJUSTED  
 RC1774  ___________________________________________________________________
 RC1774  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC1774  DYNAMIC HT  -          34.397 (meters)     112.85  (feet)  COMP
 RC1774  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 RC1774
 RC1774  VERT ORDER  -  FIRST     CLASS II
 RC1774
 RC1774.The horizontal coordinates were scaled from a topographic map and have
 RC1774.an estimated accuracy of +/- 6 seconds.
 RC1774
 RC1774.The orthometric height was determined by differential leveling
 RC1774.and adjusted by the National Geodetic Survey in June 1991..
 RC1774
 RC1774.The geoid height was determined by GEOID03.
 RC1774
 RC1774.The dynamic height is computed by dividing the NAVD 88
 RC1774.geopotential number by the normal gravity value computed on the
 RC1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1774.degrees latitude (g = 980.6199 gals.).
 RC1774
 RC1774.The modeled gravity was interpolated from observed gravity values.
 RC1774
 RC1774;                    North         East    Units  Estimated Accuracy
 RC1774;SPC WA S     -    44,090.      417,720.      MT  (+/- 180 meters Scaled)
 RC1774
 RC1774                          SUPERSEDED SURVEY CONTROL
 RC1774
 RC1774  NGVD 29 (??/??/92)   33.368  (m)          109.47   (f) ADJ UNCH    1 2
 RC1774
 RC1774.Superseded values are not recommended for survey control.
 RC1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1774.See file dsdata.txt to determine how the superseded data were derived.
 RC1774
 RC1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR122645(NAD 83)
 RC1774_MARKER: DB = BENCH MARK DISK
 RC1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1774_STAMPING: C 44 1933 109.330
 RC1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1774+STABILITY: SURFACE MOTION
 RC1774
 RC1774  HISTORY     - Date     Condition        Report By
 RC1774  HISTORY     - 1933     MONUMENTED       CGS
 RC1774  HISTORY     - 1935     GOOD             NGS
 RC1774  HISTORY     - 1956     MARK NOT FOUND   NGS
 RC1774
 RC1774                          STATION DESCRIPTION
 RC1774
 RC1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC1774'1.7 MI W FROM UNDERWOOD.
 RC1774'ABOUT 1.7 MILES WEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RC1774'FROM UNDERWOOD, SKAMANIA COUNTY, ABOUT 20 RAIL LENGTHS EAST ALONG THE
 RC1774'TRACK FROM HOOD STATION, ABOUT 10 RAIL LENGTHS EAST ALONG THE TRACK
 RC1774'FROM THE OVERHEAD CONCRETE HIGHWAY BRIDGE OVER THE TRACKS, 3 1/2
 RC1774'TELEPHONE POLES EAST OF MILEPOST 71, ON A FLAT, 106 FEET SOUTHWEST OF
 RC1774'A ONE STORY WEATHERED SHACK, 13 FEET BY 18 FEET, AND 33 FEET NORTHWEST
 RC1774'OF THE CENTER OF THE MAIN TRACK.  A STANDARD DISK, STAMPED C 44 1933,
 RC1774'PROJECTING 6 INCHES ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE
 RC1774'TRACK.
 RC1774
 RC1774                          STATION RECOVERY (1956)
 RC1774
 RC1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RC1774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0123 ***********************************************************************
 SD0123  DESIGNATION -  C 443
 SD0123  PID         -  SD0123
 SD0123  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0123  USGS QUAD   -  MOCLIPS (1994)
 SD0123
 SD0123                         *CURRENT SURVEY CONTROL
 SD0123  ___________________________________________________________________
 SD0123* NAD 83(1986)-  47 13 43.     (N)    124 12 39.     (W)     SCALED    
 SD0123* NAVD 88     -        31.446  (meters)     103.17   (feet)  ADJUSTED  
 SD0123  ___________________________________________________________________
 SD0123  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 SD0123  DYNAMIC HT  -          31.451 (meters)     103.19  (feet)  COMP
 SD0123  MODELED GRAV-     980,758.8   (mgal)                       NAVD 88
 SD0123
 SD0123  VERT ORDER  -  SECOND    CLASS I
 SD0123
 SD0123.The horizontal coordinates were scaled from a topographic map and have
 SD0123.an estimated accuracy of +/- 6 seconds.
 SD0123
 SD0123.The orthometric height was determined by differential leveling
 SD0123.and adjusted by the National Geodetic Survey in June 1991..
 SD0123
 SD0123.The geoid height was determined by GEOID03.
 SD0123
 SD0123.The dynamic height is computed by dividing the NAVD 88
 SD0123.geopotential number by the normal gravity value computed on the
 SD0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0123.degrees latitude (g = 980.6199 gals.).
 SD0123
 SD0123.The modeled gravity was interpolated from observed gravity values.
 SD0123
 SD0123;                    North         East    Units  Estimated Accuracy
 SD0123;SPC WA S     -   217,280.      219,090.      MT  (+/- 180 meters Scaled)
 SD0123
 SD0123                          SUPERSEDED SURVEY CONTROL
 SD0123
 SD0123  NGVD 29 (??/??/92)   30.425  (m)           99.82   (f) ADJ UNCH    2 1
 SD0123
 SD0123.Superseded values are not recommended for survey control.
 SD0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0123.See file dsdata.txt to determine how the superseded data were derived.
 SD0123
 SD0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT083312(NAD 83)
 SD0123_MARKER: DB = BENCH MARK DISK
 SD0123_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0123+WITH SETTING: INTO GROUND
 SD0123_SP_SET: METAL ROD WITH BASE PLATE
 SD0123_STAMPING: C 443 1977
 SD0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0123+STABILITY: SURFACE MOTION
 SD0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SD0123+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 SD0123
 SD0123  HISTORY     - Date     Condition        Report By
 SD0123  HISTORY     - 1977     MONUMENTED       NGS
 SD0123  HISTORY     - 20050830 GOOD             USPSQD
 SD0123
 SD0123                          STATION DESCRIPTION
 SD0123
 SD0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0123'0.3 MI SOUTH FROM MOCLIPS.
 SD0123'0.3 MILE SOUTH ALONG STATE HIGHWAY 109 FROM THE POST OFFICE AT
 SD0123'MOCLIPS, AT THE BALLER MACHINE AND WELDING SHOP, 0.5 FT NORTH
 SD0123'OF THE NORTHWEST CORNER OF A CONCRETE PARKING APRON AND IN LINE
 SD0123'WITH THE PROLONGATION OF THE WEST EDGE, 38.5 FT WEST OF THE CENTER
 SD0123'LINE OF STATE HIGHWAY 109, 36.2 FT NORTHWEST OF THE SOUTHWEST
 SD0123'CORNER OF THE MACHINE SHOP AND 33.7 FT SOUTHWEST OF THE NORTHWEST
 SD0123'CORNER OF THE MACHINE SHOP.
 SD0123'5/8-INCH COPPER-COATED STEEL ROD IS SET TO A DEPTH OF 4 FEET ENCASED
 SD0123'IN A PIPE RECESSED 3 INCHES.  4 FEET ABOVE HIGHWAY.
 SD0123
 SD0123                          STATION RECOVERY (2005)
 SD0123
 SD0123'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAH)
 SD0123'WITNESS POST BROKEN AND LAYING ON THE GROUND. SUSPECT US POST OFFICE
 SD0123'IN MOCLIPS HAS MOVED AS DIRECTIONS DO NOT LEAD TO THIS MARK. BALLER
 SD0123'MACHINE AND WELDING SHOP IS REMOVED. THE PARCEL IS CLEAR EXCEPT FOR 2
 SD0123'CONCRETE PADS.
 SD0123' THE STREET ADDRESS IS APPROXIMATELY 4704 STATE HIGHWAY 109, ACROSS
 SD0123'THE STREET FROM THE HOUSE DIRECTLY NORTH OF OCEAN CREST RESORT
 SD0123'NORTHERN ANNEX. MARK IS ABOUT 36 FEET NNE OF POWER POLE T 31/6 AND AT
 SD0123'THE NW CORNER OF THE FRONT CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0105 ***********************************************************************
 SD0105  DESIGNATION -  C 444
 SD0105  PID         -  SD0105
 SD0105  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0105  USGS QUAD   -  CARLISLE (1994)
 SD0105
 SD0105                         *CURRENT SURVEY CONTROL
 SD0105  ___________________________________________________________________
 SD0105* NAD 83(1986)-  47 08 34.     (N)    124 02 11.     (W)     SCALED    
 SD0105* NAVD 88     -        27.631  (meters)      90.65   (feet)  ADJUSTED  
 SD0105  ___________________________________________________________________
 SD0105  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 SD0105  DYNAMIC HT  -          27.634 (meters)      90.66  (feet)  COMP
 SD0105  MODELED GRAV-     980,755.5   (mgal)                       NAVD 88
 SD0105
 SD0105  VERT ORDER  -  SECOND    CLASS I
 SD0105
 SD0105.The horizontal coordinates were scaled from a topographic map and have
 SD0105.an estimated accuracy of +/- 6 seconds.
 SD0105
 SD0105.The orthometric height was determined by differential leveling
 SD0105.and adjusted by the National Geodetic Survey in June 1991..
 SD0105
 SD0105.The geoid height was determined by GEOID03.
 SD0105
 SD0105.The dynamic height is computed by dividing the NAVD 88
 SD0105.geopotential number by the normal gravity value computed on the
 SD0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0105.degrees latitude (g = 980.6199 gals.).
 SD0105
 SD0105.The modeled gravity was interpolated from observed gravity values.
 SD0105
 SD0105;                    North         East    Units  Estimated Accuracy
 SD0105;SPC WA S     -   207,140.      231,850.      MT  (+/- 180 meters Scaled)
 SD0105
 SD0105                          SUPERSEDED SURVEY CONTROL
 SD0105
 SD0105  NGVD 29 (??/??/92)   26.609  (m)           87.30   (f) ADJ UNCH    2 1
 SD0105
 SD0105.Superseded values are not recommended for survey control.
 SD0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0105.See file dsdata.txt to determine how the superseded data were derived.
 SD0105
 SD0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT214215(NAD 83)
 SD0105_MARKER: DB = BENCH MARK DISK
 SD0105_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 SD0105_SP_SET: UNSPECIFIED DEEP
 SD0105_STAMPING: C 444 1977
 SD0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0105+STABILITY: SURFACE MOTION
 SD0105
 SD0105  HISTORY     - Date     Condition        Report By
 SD0105  HISTORY     - 1977     MONUMENTED       NGS
 SD0105  HISTORY     - 1987     GOOD             USPSQD
 SD0105
 SD0105                          STATION DESCRIPTION
 SD0105
 SD0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0105'3.7 MI NE FROM COPALIS CROSSING.
 SD0105'0.55 MILE SOUTHEAST ALONG OCEAN BEACH ROAD FROM THE POST OFFICE
 SD0105'AT COPALIS CROSSING, THENCE 3.15 MILES NORTHEAST ALONG COPALIS
 SD0105'CROSSING ROAD, 26 FT NORTHWEST OF THE CENTER LINE OF THE ROAD AND
 SD0105'2.6 FT NORTHWEST OF POWER POLE QC 6 13. A DISK ON TOP OF AN ALUMINUM
 SD0105'ROD, ACCESS HAD THROUGH A 4-INCH PLASTIC CAP ENCASED IN CONCRETE.
 SD0105'ROD IS SET TO A DEPTH OF 8 FEET ENCASED IN A PIPE FLUSH WITH THE
 SD0105'GROUND.  2 FEET BELOW ROAD.  1 FOOT SOUTHWEST OF A WITNESS POST.
 SD0105
 SD0105                          STATION RECOVERY (1987)
 SD0105
 SD0105'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 SD0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0145 ***********************************************************************
 SD0145  DESIGNATION -  C 445
 SD0145  PID         -  SD0145
 SD0145  STATE/COUNTY-  WA/CLALLAM
 SD0145  USGS QUAD   -  FORKS (1981)
 SD0145
 SD0145                         *CURRENT SURVEY CONTROL
 SD0145  ___________________________________________________________________
 SD0145* NAD 83(1986)-  47 56 33.     (N)    124 27 49.     (W)     SCALED    
 SD0145* NAVD 88     -        62.827  (meters)     206.12   (feet)  ADJUSTED  
 SD0145  ___________________________________________________________________
 SD0145  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 SD0145  DYNAMIC HT  -          62.840 (meters)     206.17  (feet)  COMP
 SD0145  MODELED GRAV-     980,811.2   (mgal)                       NAVD 88
 SD0145
 SD0145  VERT ORDER  -  SECOND    CLASS I
 SD0145
 SD0145.The horizontal coordinates were scaled from a topographic map and have
 SD0145.an estimated accuracy of +/- 6 seconds.
 SD0145
 SD0145.The orthometric height was determined by differential leveling
 SD0145.and adjusted by the National Geodetic Survey in June 1991..
 SD0145
 SD0145.The geoid height was determined by GEOID03.
 SD0145
 SD0145.The dynamic height is computed by dividing the NAVD 88
 SD0145.geopotential number by the normal gravity value computed on the
 SD0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0145.degrees latitude (g = 980.6199 gals.).
 SD0145
 SD0145.The modeled gravity was interpolated from observed gravity values.
 SD0145
 SD0145;                    North         East    Units  Estimated Accuracy
 SD0145;SPC WA N     -   111,180.      228,900.      MT  (+/- 180 meters Scaled)
 SD0145
 SD0145                          SUPERSEDED SURVEY CONTROL
 SD0145
 SD0145  NGVD 29 (??/??/92)   61.732  (m)          202.53   (f) ADJ UNCH    2 1
 SD0145
 SD0145.Superseded values are not recommended for survey control.
 SD0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0145.See file dsdata.txt to determine how the superseded data were derived.
 SD0145
 SD0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU907109(NAD 83)
 SD0145_MARKER: DV = VERTICAL CONTROL DISK
 SD0145_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0145+WITH SETTING: INTO GROUND
 SD0145_SP_SET: 4-FT METAL ROD WITH BASE PLATE
 SD0145_STAMPING: C 445 1977
 SD0145_MARK LOGO: NGS   
 SD0145_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0145+STABILITY: SURFACE MOTION
 SD0145
 SD0145  HISTORY     - Date     Condition        Report By
 SD0145  HISTORY     - 1977     MONUMENTED       NGS
 SD0145  HISTORY     - 19950620 GOOD             WADT
 SD0145
 SD0145                          STATION DESCRIPTION
 SD0145
 SD0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0145'5.55 MI WEST FROM FORKS.
 SD0145'1.65 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF DIVISION
 SD0145'STREET AT FORKS, THENCE, 3.9 MILES WEST ALONG LA PUSH ROAD, 25 FT
 SD0145'EAST OF THE CENTER LINE OF THE ROAD AND 16 FT SOUTHWEST OF THE CENTER
 SD0145'LINE OF A DIRT ROAD.
 SD0145
 SD0145                          STATION RECOVERY (1995)
 SD0145
 SD0145'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SD0145'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0112 ***********************************************************************
 RD0112  DESIGNATION -  C 45
 RD0112  PID         -  RD0112
 RD0112  STATE/COUNTY-  WA/SKAMANIA
 RD0112  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0112
 RD0112                         *CURRENT SURVEY CONTROL
 RD0112  ___________________________________________________________________
 RD0112* NAD 83(1986)-  45 33 49.     (N)    122 12 44.     (W)     SCALED    
 RD0112* NAVD 88     -        17.976  (meters)      58.98   (feet)  POSTED    
 RD0112  ___________________________________________________________________
 RD0112  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 RD0112  DYNAMIC HT  -          17.970 (meters)      58.96  (feet)  COMP
 RD0112  MODELED GRAV-     980,590.1   (mgal)                       NAVD 88
 RD0112
 RD0112  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0112
 RD0112.The horizontal coordinates were scaled from a topographic map and have
 RD0112.an estimated accuracy of +/- 6 seconds.
 RD0112
 RD0112.The orthometric height was determined by differential leveling
 RD0112.and adjusted by the National Geodetic Survey in 1992..
 RD0112.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0112.rate of 1.1 thru 2.0 mm/km.
 RD0112
 RD0112.The geoid height was determined by GEOID03.
 RD0112
 RD0112.The dynamic height is computed by dividing the NAVD 88
 RD0112.geopotential number by the normal gravity value computed on the
 RD0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0112.degrees latitude (g = 980.6199 gals.).
 RD0112
 RD0112.The modeled gravity was interpolated from observed gravity values.
 RD0112
 RD0112;                    North         East    Units  Estimated Accuracy
 RD0112;SPC WA S     -    27,050.      366,330.      MT  (+/- 180 meters Scaled)
 RD0112
 RD0112                          SUPERSEDED SURVEY CONTROL
 RD0112
 RD0112  NGVD 29 (??/??/92)   16.947  (m)           55.60   (f) ADJ UNCH    1 2
 RD0112
 RD0112.Superseded values are not recommended for survey control.
 RD0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0112.See file dsdata.txt to determine how the superseded data were derived.
 RD0112
 RD0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER614458(NAD 83)
 RD0112_MARKER: DB = BENCH MARK DISK
 RD0112_SETTING: 80 = SET IN A BOULDER
 RD0112_SP_SET: BOULDER
 RD0112_STAMPING: C-45 1933
 RD0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0112+STABILITY: SURFACE MOTION
 RD0112
 RD0112  HISTORY     - Date     Condition        Report By
 RD0112  HISTORY     - 1933     MONUMENTED       CGS
 RD0112  HISTORY     - 1935     GOOD             NGS
 RD0112
 RD0112                          STATION DESCRIPTION
 RD0112
 RD0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0112'1.7 MI W FROM CAPE HORN.
 RD0112'1.7 MILES WEST OF CAPE HORN SP AND S DEPOT, AT CAPE HORN 21 FEET NORTH
 RD0112'OF CENTERLINE OF SPOKANE PORTLAND AND SEATTLE RAILROAD.  4 TELEGRAPH
 RD0112'POLES WEST OF MILE POST 34.  IN TOP OF LARGE FLAT TOP GRANITE BOULDER
 RD0112'2 FEET ABOVE THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0637 ***********************************************************************
 TR0637  DESIGNATION -  C 454
 TR0637  PID         -  TR0637
 TR0637  STATE/COUNTY-  WA/WHATCOM
 TR0637  USGS QUAD   -  BLAINE (1994)
 TR0637
 TR0637                         *CURRENT SURVEY CONTROL
 TR0637  ___________________________________________________________________
 TR0637* NAD 83(1986)-  48 59 27.     (N)    122 44 30.     (W)     SCALED    
 TR0637* NAVD 88     -        19.346  (meters)      63.47   (feet)  ADJUSTED  
 TR0637  ___________________________________________________________________
 TR0637  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 TR0637  DYNAMIC HT  -          19.352 (meters)      63.49  (feet)  COMP
 TR0637  MODELED GRAV-     980,914.0   (mgal)                       NAVD 88
 TR0637
 TR0637  VERT ORDER  -  FIRST     CLASS I
 TR0637
 TR0637.The horizontal coordinates were scaled from a topographic map and have
 TR0637.an estimated accuracy of +/- 6 seconds.
 TR0637
 TR0637.The orthometric height was determined by differential leveling
 TR0637.and adjusted by the National Geodetic Survey in June 1991..
 TR0637
 TR0637.The geoid height was determined by GEOID03.
 TR0637
 TR0637.The dynamic height is computed by dividing the NAVD 88
 TR0637.geopotential number by the normal gravity value computed on the
 TR0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0637.degrees latitude (g = 980.6199 gals.).
 TR0637
 TR0637.The modeled gravity was interpolated from observed gravity values.
 TR0637
 TR0637;                    North         East    Units  Estimated Accuracy
 TR0637;SPC WA N     -   223,090.      360,340.      MT  (+/- 180 meters Scaled)
 TR0637
 TR0637                          SUPERSEDED SURVEY CONTROL
 TR0637
 TR0637  NGVD 29 (??/??/92)   18.117  (m)           59.44   (f) ADJ UNCH    1 1
 TR0637
 TR0637.Superseded values are not recommended for survey control.
 TR0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0637.See file dsdata.txt to determine how the superseded data were derived.
 TR0637
 TR0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV188264(NAD 83)
 TR0637_MARKER: DB = BENCH MARK DISK
 TR0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0637_SP_SET: CULVERT
 TR0637_STAMPING: C 454 1973
 TR0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0637
 TR0637  HISTORY     - Date     Condition        Report By
 TR0637  HISTORY     - 1973     MONUMENTED       NGS
 TR0637
 TR0637                          STATION DESCRIPTION
 TR0637
 TR0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0637'IN BLAINE.
 TR0637'AT BLAINE, AT THE SOUTHEAST CORNER OF THE JUNCTION OF BOBLETT STREET
 TR0637'AND MITCHELL AVENUE, AT MITCHELL AVENUE OVER INTERSTATE HIGHWAY 5, IN
 TR0637'THE TOP OF THE SOUTHWEST END OF THE NORTHEAST CONCRETE WINGWALL, 20
 TR0637'FEET EAST OF THE CENTER LINE OF THE AVENUE, 100 FEET SOUTH OF THE
 TR0637'CENTER LINE OF THE STREET, 4.0 FEET SOUTHWEST OF THE NORTHEAST END OF
 TR0637'THE WINGWALL, AND ABOUT 1 FOOT LOWER THAN THE AVENUE.  SECTION 6, T
 TR0637'40N, R1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0246 ***********************************************************************
 TR0246  DESIGNATION -  C 455
 TR0246  PID         -  TR0246
 TR0246  STATE/COUNTY-  WA/SKAGIT
 TR0246  USGS QUAD   -  MOUNT VERNON (1981)
 TR0246
 TR0246                         *CURRENT SURVEY CONTROL
 TR0246  ___________________________________________________________________
 TR0246* NAD 83(1986)-  48 28 43.     (N)    122 19 09.     (W)     SCALED    
 TR0246* NAVD 88     -        12.438  (meters)      40.81   (feet)  ADJUSTED  
 TR0246  ___________________________________________________________________
 TR0246  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TR0246  DYNAMIC HT  -          12.441 (meters)      40.82  (feet)  COMP
 TR0246  MODELED GRAV-     980,863.8   (mgal)                       NAVD 88
 TR0246
 TR0246  VERT ORDER  -  FIRST     CLASS I
 TR0246
 TR0246.The horizontal coordinates were scaled from a topographic map and have
 TR0246.an estimated accuracy of +/- 6 seconds.
 TR0246
 TR0246.The orthometric height was determined by differential leveling
 TR0246.and adjusted by the National Geodetic Survey in June 1991..
 TR0246
 TR0246.The geoid height was determined by GEOID03.
 TR0246
 TR0246.The dynamic height is computed by dividing the NAVD 88
 TR0246.geopotential number by the normal gravity value computed on the
 TR0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0246.degrees latitude (g = 980.6199 gals.).
 TR0246
 TR0246.The modeled gravity was interpolated from observed gravity values.
 TR0246
 TR0246;                    North         East    Units  Estimated Accuracy
 TR0246;SPC WA N     -   165,460.      390,160.      MT  (+/- 180 meters Scaled)
 TR0246
 TR0246                          SUPERSEDED SURVEY CONTROL
 TR0246
 TR0246  NGVD 29 (??/??/92)   11.273  (m)           36.98   (f) ADJ UNCH    1 1
 TR0246
 TR0246.Superseded values are not recommended for survey control.
 TR0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0246.See file dsdata.txt to determine how the superseded data were derived.
 TR0246
 TR0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU503697(NAD 83)
 TR0246_MARKER: DB = BENCH MARK DISK
 TR0246_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TR0246_SP_SET: 104 FT.
 TR0246_STAMPING: C 455 1973
 TR0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0246
 TR0246  HISTORY     - Date     Condition        Report By
 TR0246  HISTORY     - 1973     MONUMENTED       NGS
 TR0246
 TR0246                          STATION DESCRIPTION
 TR0246
 TR0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0246'0.15 MI NE FROM BURLINGTON.
 TR0246'0.15 MILE NORTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0246'CROSSING OF REGENT STREET AT BURLINGTON, 3 POWER POLES NORTHEAST OF
 TR0246'MILEPOST 17, AT THE CROSSING OF SKAGIT STREET, 40.0 FEET NORTHWEST OF
 TR0246'THE NORTHWEST RAIL, 101 FEET EAST OF THE CENTER LINE OF THE STREET,
 TR0246'82.7 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 20 (CASCADE
 TR0246'HIGHWAY), 1.1 FEET NORTHEAST OF THE THIRD POLE NORTHEAST OF THE
 TR0246'MILEPOST, 1.6 FEET SOUTHWEST OF A WITNESS POST, A DISK ON THE TOP OF A
 TR0246'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 104
 TR0246'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 TR0246'PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 32, T 35N, R 4E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0249 ***********************************************************************
 TQ0249  DESIGNATION -  C 456
 TQ0249  PID         -  TQ0249
 TQ0249  STATE/COUNTY-  WA/SKAGIT
 TQ0249  USGS QUAD   -  ROCKPORT (1982)
 TQ0249
 TQ0249                         *CURRENT SURVEY CONTROL
 TQ0249  ___________________________________________________________________
 TQ0249* NAD 83(1986)-  48 29 31.     (N)    121 33 54.     (W)     SCALED    
 TQ0249* NAVD 88     -        83.186  (meters)     272.92   (feet)  ADJUSTED  
 TQ0249  ___________________________________________________________________
 TQ0249  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TQ0249  DYNAMIC HT  -          83.203 (meters)     272.98  (feet)  COMP
 TQ0249  MODELED GRAV-     980,815.9   (mgal)                       NAVD 88
 TQ0249
 TQ0249  VERT ORDER  -  FIRST     CLASS I
 TQ0249
 TQ0249.The horizontal coordinates were scaled from a topographic map and have
 TQ0249.an estimated accuracy of +/- 6 seconds.
 TQ0249
 TQ0249.The orthometric height was determined by differential leveling
 TQ0249.and adjusted by the National Geodetic Survey in June 1991..
 TQ0249
 TQ0249.The geoid height was determined by GEOID03.
 TQ0249
 TQ0249.The dynamic height is computed by dividing the NAVD 88
 TQ0249.geopotential number by the normal gravity value computed on the
 TQ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0249.degrees latitude (g = 980.6199 gals.).
 TQ0249
 TQ0249.The modeled gravity was interpolated from observed gravity values.
 TQ0249
 TQ0249;                    North         East    Units  Estimated Accuracy
 TQ0249;SPC WA N     -   166,140.      445,920.      MT  (+/- 180 meters Scaled)
 TQ0249
 TQ0249                          SUPERSEDED SURVEY CONTROL
 TQ0249
 TQ0249  NGVD 29 (??/??/92)   82.039  (m)          269.16   (f) ADJ UNCH    1 1
 TQ0249
 TQ0249.Superseded values are not recommended for survey control.
 TQ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0249.See file dsdata.txt to determine how the superseded data were derived.
 TQ0249
 TQ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU060719(NAD 83)
 TQ0249_MARKER: DB = BENCH MARK DISK
 TQ0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0249_SP_SET: CULVERT
 TQ0249_STAMPING: C 456 1973
 TQ0249_MARK LOGO: NGS   
 TQ0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0249
 TQ0249  HISTORY     - Date     Condition        Report By
 TQ0249  HISTORY     - 1973     MONUMENTED       NGS
 TQ0249  HISTORY     - 1982     GOOD             NGS
 TQ0249  HISTORY     - 1984     GOOD             NGS
 TQ0249
 TQ0249                          STATION DESCRIPTION
 TQ0249
 TQ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0249'1.2 MI E FROM ROCKPORT.
 TQ0249'1.2 MILES EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF EAST SAUK
 TQ0249'ROAD AT ROCKPORT, AT THE JUNCTION OF A TRACK ROAD TO THE RIVERS EDGE,
 TQ0249'0.05 MILE NORTHEAST OF THE CENTER OF A CURVE, SET VERTICALLY IN THE
 TQ0249'SOUTHEAST FACE OF A MASSIVE OUTCROP IN A CUT, 22 FEET NORTHWEST OF THE
 TQ0249'CENTER LINE OF THE HIGHWAY, 42 FEET WEST OF THE CENTER OF THE ROAD
 TQ0249'JUNCTION, 35 FEET SOUTHWEST OF THE CENTER OF THE NORTHWEST END OF AN
 TQ0249'18-INCH PIPE CULVERT, 76 FEET NORTH AND ACROSS THE HIGHWAY FROM POWER
 TQ0249'POLE 21-12 WITH 2 GUY WIRES, ABOUT 4 FEET HIGHER THAN THE GROUND, AND
 TQ0249'ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY.  SECTION 30, T 35N, R 10E.
 TQ0249
 TQ0249                          STATION RECOVERY (1982)
 TQ0249
 TQ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0249'RECOVERED IN GOOD CONDITION.
 TQ0249
 TQ0249                          STATION RECOVERY (1984)
 TQ0249
 TQ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TQ0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0178 ***********************************************************************
 TR0178  DESIGNATION -  C 457
 TR0178  PID         -  TR0178
 TR0178  STATE/COUNTY-  WA/SNOHOMISH
 TR0178  USGS QUAD   -  MARYSVILLE (1956)
 TR0178
 TR0178                         *CURRENT SURVEY CONTROL
 TR0178  ___________________________________________________________________
 TR0178* NAD 83(1986)-  48 05 59.     (N)    122 10 31.     (W)     SCALED    
 TR0178* NAVD 88     -        21.559  (meters)      70.73   (feet)  ADJUSTED  
 TR0178  ___________________________________________________________________
 TR0178  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 TR0178  DYNAMIC HT  -          21.563 (meters)      70.74  (feet)  COMP
 TR0178  MODELED GRAV-     980,774.0   (mgal)                       NAVD 88
 TR0178
 TR0178  VERT ORDER  -  FIRST     CLASS I
 TR0178
 TR0178.The horizontal coordinates were scaled from a topographic map and have
 TR0178.an estimated accuracy of +/- 6 seconds.
 TR0178
 TR0178.The orthometric height was determined by differential leveling
 TR0178.and adjusted by the National Geodetic Survey in June 1991..
 TR0178
 TR0178.The geoid height was determined by GEOID03.
 TR0178
 TR0178.The dynamic height is computed by dividing the NAVD 88
 TR0178.geopotential number by the normal gravity value computed on the
 TR0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0178.degrees latitude (g = 980.6199 gals.).
 TR0178
 TR0178.The modeled gravity was interpolated from observed gravity values.
 TR0178
 TR0178;                    North         East    Units  Estimated Accuracy
 TR0178;SPC WA N     -   123,140.      400,060.      MT  (+/- 180 meters Scaled)
 TR0178
 TR0178                          SUPERSEDED SURVEY CONTROL
 TR0178
 TR0178  NGVD 29 (??/??/92)   20.42   (m)           67.0    (f) COMPUTED    1 1
 TR0178
 TR0178.Superseded values are not recommended for survey control.
 TR0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0178.See file dsdata.txt to determine how the superseded data were derived.
 TR0178
 TR0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU614277(NAD 83)
 TR0178_MARKER: DB = BENCH MARK DISK
 TR0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0178_STAMPING: C 457 1973
 TR0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0178+STABILITY: SURFACE MOTION
 TR0178
 TR0178  HISTORY     - Date     Condition        Report By
 TR0178  HISTORY     - 1973     MONUMENTED       NGS
 TR0178  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 TR0178  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 TR0178
 TR0178                          STATION DESCRIPTION
 TR0178
 TR0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0178'3.4 MI N FROM MARYSVILLE.
 TR0178'3.4 MILES NORTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0178'CROSSING OF 4TH STREET AT MARYSVILLE, AT THE CROSSING OF 116TH STREET
 TR0178'NORTHEAST, 1 POLE NORTH OF MILEPOST 42, 112.6 FEET SOUTHWEST OF BENCH
 TR0178'MARK H7=70 (USGS), 36 FEET WEST OF THE WEST RAIL, 58 FEET SOUTH OF THE
 TR0178'CENTER LINE OF THE STREET, 17 FEET EAST OF THE CENTER LINE OF 41ST
 TR0178'DRIVE NORTHEAST, 1.4 FEET NORTH OF TELEPHONE POLE A 74, 1.4 FEET SOUTH
 TR0178'OF A WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 TR0178'DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 24 FEET.  THE UPPER PORTION OF
 TR0178'THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 TR0178'GROUND, AND IS ABOUT 4 FEET LOWER THAN THE TRACK. SECTION 9, T 30N, R
 TR0178'5E.
 TR0178
 TR0178                          STATION RECOVERY (1999)
 TR0178
 TR0178'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR0178'MARK NOT FOUND.
 TR0178
 TR0178                          STATION RECOVERY (2004)
 TR0178
 TR0178'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJM)
 TR0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0092 ***********************************************************************
 SY0092  DESIGNATION -  C 458
 SY0092  PID         -  SY0092
 SY0092  STATE/COUNTY-  WA/SNOHOMISH
 SY0092  USGS QUAD   -  EDMONDS EAST (1981)
 SY0092
 SY0092                         *CURRENT SURVEY CONTROL
 SY0092  ___________________________________________________________________
 SY0092* NAD 83(1986)-  47 49 16.     (N)    122 18 51.     (W)     SCALED    
 SY0092* NAVD 88     -       118.621  (meters)     389.18   (feet)  ADJUSTED  
 SY0092  ___________________________________________________________________
 SY0092  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 SY0092  DYNAMIC HT  -         118.639 (meters)     389.23  (feet)  COMP
 SY0092  MODELED GRAV-     980,763.1   (mgal)                       NAVD 88
 SY0092
 SY0092  VERT ORDER  -  FIRST     CLASS I
 SY0092
 SY0092.The horizontal coordinates were scaled from a topographic map and have
 SY0092.an estimated accuracy of +/- 6 seconds.
 SY0092
 SY0092.The orthometric height was determined by differential leveling
 SY0092.and adjusted by the National Geodetic Survey in June 1991..
 SY0092
 SY0092.The geoid height was determined by GEOID03.
 SY0092
 SY0092.The dynamic height is computed by dividing the NAVD 88
 SY0092.geopotential number by the normal gravity value computed on the
 SY0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0092.degrees latitude (g = 980.6199 gals.).
 SY0092
 SY0092.The modeled gravity was interpolated from observed gravity values.
 SY0092
 SY0092;                    North         East    Units  Estimated Accuracy
 SY0092;SPC WA N     -    92,360.      389,120.      MT  (+/- 180 meters Scaled)
 SY0092
 SY0092                          SUPERSEDED SURVEY CONTROL
 SY0092
 SY0092  NGVD 29 (??/??/??)  117.519  (m)          385.56   (f) ADJUSTED    1 1
 SY0092
 SY0092.Superseded values are not recommended for survey control.
 SY0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0092.See file dsdata.txt to determine how the superseded data were derived.
 SY0092
 SY0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET513966(NAD 83)
 SY0092_MARKER: DV = VERTICAL CONTROL DISK
 SY0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0092_SP_SET: STORM DRAIN FOUNDATION
 SY0092_STAMPING: C 458 1973
 SY0092_MARK LOGO: NGS   
 SY0092_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0092+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 SY0092
 SY0092  HISTORY     - Date     Condition        Report By
 SY0092  HISTORY     - 1973     MONUMENTED       NGS
 SY0092  HISTORY     - 1981     GOOD             NGS
 SY0092  HISTORY     - 19911231 GOOD             WA-061
 SY0092  HISTORY     - 20050806 MARK NOT FOUND   GEOCAC
 SY0092
 SY0092                          STATION DESCRIPTION
 SY0092
 SY0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0092'4.85 MI N FROM RICHMOND HIGHLANDS.
 SY0092'1.5 MILES NORTH ALONG AURORA AVENUE NORTH (STATE HIGHWAY 99) FROM THE
 SY0092'INTERSECTION OF NORTH 175TH STREET AT RICHMOND HIGHLANDS, THENCE 3.35
 SY0092'MILES NORTH ALONG STATE HIGHWAY 99, AT THE NORTHEAST CORNER OF THE
 SY0092'JUNCTION OF 196TH STREET SOUTHWEST, IN THE TOP AND AT THE SOUTHWEST
 SY0092'CORNER OF A 2 1/2- BY 2 1/2-FOOT CONCRETE FOUNDATION OF A STORM DRAIN
 SY0092'WITH A STEEL GRATE, 0.5 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 SY0092'GRATE, 8.9 FEET NORTH OF THE NORTH CURB OF THE STREET, 163 1/2 FEET
 SY0092'NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY, 59.6 FEET SOUTHEAST OF
 SY0092'THE SOUTHEAST CORNER OF A SERVICE STATION, 20 FEET WEST OF THE CENTER
 SY0092'LINE OF THE DRIVEWAY TO THE SERVICE STATION, AND ABOUT 1/2 FOOT HIGHER
 SY0092'THAN THE STREET.  SECTION 17, T 27N, R 4E.
 SY0092
 SY0092                          STATION RECOVERY (1981)
 SY0092
 SY0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SY0092'AT THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 99 AND
 SY0092'196 TH STREET IN LYNNWOOD, 18.29 METER SOUTHEAST OF THE SOUTHEAST
 SY0092'CORNER OF THE PEOPLES BANK, 6.10 METER WEST OF THE CENTER OF THE BANK
 SY0092'DRIVEWAY SET IN A DRIVE HOLE IN THE SOUTHWEST CORNER OF A STORM DRAIN
 SY0092'GRATE.
 SY0092
 SY0092                          STATION RECOVERY (1991)
 SY0092
 SY0092'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1991
 SY0092'RECOVERED IN GOOD CONDITION.
 SY0092
 SY0092                          STATION RECOVERY (2005)
 SY0092
 SY0092'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY0092'DUE TO DEVELOPMENT IN THE AREA, ALL PREVEIOUS MEASURED REFERENCES ARE
 SY0092'OBSOLETE.  OF TWO STORM DRAINS OF THE TYPE DESCRIBED, IN THE GENERAL
 SY0092'VICINITY, ONE HAD NO MARK, THE OTHER WAS COVERED BY BLACKTOP TO THE
 SY0092'EDGES OF THE METAL GRATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0770 ***********************************************************************
 SY0770  DESIGNATION -  C 459
 SY0770  PID         -  SY0770
 SY0770  STATE/COUNTY-  WA/PIERCE
 SY0770  USGS QUAD   -  GIG HARBOR (1994)
 SY0770
 SY0770                         *CURRENT SURVEY CONTROL
 SY0770  ___________________________________________________________________
 SY0770* NAD 83(1986)-  47 15 40.     (N)    122 32 48.     (W)     SCALED    
 SY0770* NAVD 88     -         5.473  (meters)      17.96   (feet)  ADJUSTED  
 SY0770  ___________________________________________________________________
 SY0770  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY0770  DYNAMIC HT  -           5.473 (meters)      17.96  (feet)  COMP
 SY0770  MODELED GRAV-     980,758.2   (mgal)                       NAVD 88
 SY0770
 SY0770  VERT ORDER  -  FIRST     CLASS I
 SY0770
 SY0770.The horizontal coordinates were scaled from a topographic map and have
 SY0770.an estimated accuracy of +/- 6 seconds.
 SY0770
 SY0770.The orthometric height was determined by differential leveling
 SY0770.and adjusted by the National Geodetic Survey in June 1991..
 SY0770
 SY0770.The geoid height was determined by GEOID03.
 SY0770
 SY0770.The dynamic height is computed by dividing the NAVD 88
 SY0770.geopotential number by the normal gravity value computed on the
 SY0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0770.degrees latitude (g = 980.6199 gals.).
 SY0770
 SY0770.The modeled gravity was interpolated from observed gravity values.
 SY0770
 SY0770;                    North         East    Units  Estimated Accuracy
 SY0770;SPC WA S     -   216,290.      345,120.      MT  (+/- 180 meters Scaled)
 SY0770
 SY0770                          SUPERSEDED SURVEY CONTROL
 SY0770
 SY0770  NGVD 29 (??/??/??)    4.420  (m)           14.50   (f) ADJUSTED    1 1
 SY0770
 SY0770.Superseded values are not recommended for survey control.
 SY0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0770.See file dsdata.txt to determine how the superseded data were derived.
 SY0770
 SY0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET342342(NAD 83)
 SY0770_MARKER: DB = BENCH MARK DISK
 SY0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0770_SP_SET: CONCRETER OUTFALL
 SY0770_STAMPING: C 459 1973
 SY0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0770
 SY0770  HISTORY     - Date     Condition        Report By
 SY0770  HISTORY     - 1973     MONUMENTED       NGS
 SY0770
 SY0770                          STATION DESCRIPTION
 SY0770
 SY0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0770'2.4 MI S FROM TACOMA.
 SY0770'2.4 MILES SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE SOUTH
 SY0770'END OF NELSON BENNETT TUNNEL NO. 2 AT TACOMA, 0.25 MILE SOUTH OF THE
 SY0770'TACOMA NARROWS BRIDGE, AT THE WESTERN SLOPES WASTE WATER TREATMENT
 SY0770'PLANT NO. 2, SET VERTICALLY IN THE EAST FACE OF AN 8- BY 8-FOOT
 SY0770'CONCRETE OUTFALL STRUCTURE, 22.8 FEET WEST OF THE WEST RAIL OF THE
 SY0770'WEST MAIN TRACK, 40.9 FEET SOUTHWEST OF TELEPHONE POLE E 24 BG, 0.5
 SY0770'FOOT NORTH OF THE SOUTHEAST CORNER OF THE STRUCTURE, ABOUT LEVEL WITH
 SY0770'THE TRACK AND 3.2 FEET ABOVE THE GROUND.  SECTION 34, T 21N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0963 ***********************************************************************
 RZ0963  DESIGNATION -  C 46
 RZ0963  PID         -  RZ0963
 RZ0963  STATE/COUNTY-  WA/ASOTIN
 RZ0963  USGS QUAD   -  WEISSENFELS RIDGE (1971)
 RZ0963
 RZ0963                         *CURRENT SURVEY CONTROL
 RZ0963  ___________________________________________________________________
 RZ0963* NAD 83(1986)-  46 13 46.     (N)    117 03 32.     (W)     SCALED    
 RZ0963* NAVD 88     -       839.749  (meters)    2755.08   (feet)  ADJUSTED  
 RZ0963  ___________________________________________________________________
 RZ0963  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 RZ0963  DYNAMIC HT  -         839.659 (meters)    2754.78  (feet)  COMP
 RZ0963  MODELED GRAV-     980,479.4   (mgal)                       NAVD 88
 RZ0963
 RZ0963  VERT ORDER  -  SECOND    CLASS 0
 RZ0963
 RZ0963.The horizontal coordinates were scaled from a topographic map and have
 RZ0963.an estimated accuracy of +/- 6 seconds.
 RZ0963
 RZ0963.The orthometric height was determined by differential leveling
 RZ0963.and adjusted by the National Geodetic Survey in June 1991..
 RZ0963
 RZ0963.The geoid height was determined by GEOID03.
 RZ0963
 RZ0963.The dynamic height is computed by dividing the NAVD 88
 RZ0963.geopotential number by the normal gravity value computed on the
 RZ0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0963.degrees latitude (g = 980.6199 gals.).
 RZ0963
 RZ0963.The modeled gravity was interpolated from observed gravity values.
 RZ0963
 RZ0963;                    North         East    Units  Estimated Accuracy
 RZ0963;SPC WA S     -   105,390.      765,350.      MT  (+/- 180 meters Scaled)
 RZ0963
 RZ0963                          SUPERSEDED SURVEY CONTROL
 RZ0963
 RZ0963  NGVD 29 (??/??/92)  838.712  (m)         2751.67   (f) ADJ UNCH    2 0
 RZ0963
 RZ0963.Superseded values are not recommended for survey control.
 RZ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0963.See file dsdata.txt to determine how the superseded data were derived.
 RZ0963
 RZ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM954195(NAD 83)
 RZ0963_MARKER: DB = BENCH MARK DISK
 RZ0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0963_STAMPING: C 46 1934
 RZ0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0963+STABILITY: SURFACE MOTION
 RZ0963
 RZ0963  HISTORY     - Date     Condition        Report By
 RZ0963  HISTORY     - 1934     MONUMENTED       CGS
 RZ0963  HISTORY     - 1962     GOOD             NGS
 RZ0963
 RZ0963                          STATION DESCRIPTION
 RZ0963
 RZ0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RZ0963'8.0 MI N FROM ANATONE.
 RZ0963'REACHED FROM THE POST OFFICE AT ANATONE GO NORTH ON STATE HIGHWAY 3
 RZ0963'FOR ABOUT 8.0 MILES, AT THE NORTH END OF A SHARP CURVE TO THE WEST,
 RZ0963'ABOUT MID-WAY BETWEEN TWO POWER LINE POLES, AT THE JUNCTION OF A ROAD
 RZ0963'LEADING IN TO A FARM FIELD, 54 FEET SOUTHEAST OF THE CENTER LINE OF
 RZ0963'THE HIGHWAY AND ABOUT THE SAME ELEVATION, 1 FOOT WEST OF THE EAST
 RZ0963'RIGHT OF WAY FENCE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0236 ***********************************************************************
 SY0236  DESIGNATION -  C 460
 SY0236  PID         -  SY0236
 SY0236  STATE/COUNTY-  WA/KING
 SY0236  USGS QUAD   -  POVERTY BAY (1994)
 SY0236
 SY0236                         *CURRENT SURVEY CONTROL
 SY0236  ___________________________________________________________________
 SY0236* NAD 83(1986)-  47 30 17.     (N)    122 16 45.     (W)     SCALED    
 SY0236* NAVD 88     -         8.009  (meters)      26.28   (feet)  ADJUSTED  
 SY0236  ___________________________________________________________________
 SY0236  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SY0236  DYNAMIC HT  -           8.011 (meters)      26.28  (feet)  COMP
 SY0236  MODELED GRAV-     980,767.6   (mgal)                       NAVD 88
 SY0236
 SY0236  VERT ORDER  -  FIRST     CLASS I
 SY0236
 SY0236.The horizontal coordinates were scaled from a topographic map and have
 SY0236.an estimated accuracy of +/- 6 seconds.
 SY0236
 SY0236.The orthometric height was determined by differential leveling
 SY0236.and adjusted by the National Geodetic Survey in June 1991..
 SY0236
 SY0236.The geoid height was determined by GEOID03.
 SY0236
 SY0236.The dynamic height is computed by dividing the NAVD 88
 SY0236.geopotential number by the normal gravity value computed on the
 SY0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0236.degrees latitude (g = 980.6199 gals.).
 SY0236
 SY0236.The modeled gravity was interpolated from observed gravity values.
 SY0236
 SY0236;                    North         East    Units  Estimated Accuracy
 SY0236;SPC WA N     -    57,140.      391,080.      MT  (+/- 180 meters Scaled)
 SY0236
 SY0236                          SUPERSEDED SURVEY CONTROL
 SY0236
 SY0236  NGVD 29 (??/??/??)    6.923  (m)           22.71   (f) ADJUSTED    1 1
 SY0236
 SY0236.Superseded values are not recommended for survey control.
 SY0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0236.See file dsdata.txt to determine how the superseded data were derived.
 SY0236
 SY0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET542615(NAD 83)
 SY0236_MARKER: DB = BENCH MARK DISK
 SY0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0236_SP_SET: OVERPASS
 SY0236_STAMPING: C 460 1973
 SY0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0236
 SY0236  HISTORY     - Date     Condition        Report By
 SY0236  HISTORY     - 1973     MONUMENTED       NGS
 SY0236
 SY0236                          STATION DESCRIPTION
 SY0236
 SY0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0236'6.75 MI S FROM SEATTLE.
 SY0236'6.75 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC
 SY0236'RAILROAD FROM THE UNION STATION AT SEATTLE, AT THE BOEING ACCESS ROAD
 SY0236'OVERPASS, 10.0 FEET SOUTHWEST OF THE NORTHEASTERN MOST TRACK, SET
 SY0236'VERTICALLY IN THE SOUTHWEST FACE OF THE FIRST CONCRETE SUPPORT PIER,
 SY0236'WEST OF THE EAST END OF THE OVERPASS, 21.3 FEET NORTHEAST OF THE
 SY0236'SECOND TRACK SOUTHWEST OF THE EAST END OF THE OVERPASS, 2.0 FEET
 SY0236'NORTHWEST OF THE SOUTHEAST END OF THE PIER, ABOUT 2 1/2 FEET HIGHER
 SY0236'THAN THE TRACK, AND ABOUT 3 FEET ABOVE THE GROUND.  SECTION 3, T 23N,
 SY0236'R 4E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1311 ***********************************************************************
 SY1311  DESIGNATION -  C 461
 SY1311  PID         -  SY1311
 SY1311  STATE/COUNTY-  WA/MASON
 SY1311  USGS QUAD   -  SHELTON (1981)
 SY1311
 SY1311                         *CURRENT SURVEY CONTROL
 SY1311  ___________________________________________________________________
 SY1311* NAD 83(1986)-  47 12 17.     (N)    123 05 59.     (W)     SCALED    
 SY1311* NAVD 88     -        20.523  (meters)      67.33   (feet)  ADJUSTED  
 SY1311  ___________________________________________________________________
 SY1311  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SY1311  DYNAMIC HT  -          20.527 (meters)      67.35  (feet)  COMP
 SY1311  MODELED GRAV-     980,814.8   (mgal)                       NAVD 88
 SY1311
 SY1311  VERT ORDER  -  FIRST     CLASS I
 SY1311
 SY1311.The horizontal coordinates were scaled from a topographic map and have
 SY1311.an estimated accuracy of +/- 6 seconds.
 SY1311
 SY1311.The orthometric height was determined by differential leveling
 SY1311.and adjusted by the National Geodetic Survey in June 1991..
 SY1311
 SY1311.The geoid height was determined by GEOID03.
 SY1311
 SY1311.The dynamic height is computed by dividing the NAVD 88
 SY1311.geopotential number by the normal gravity value computed on the
 SY1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1311.degrees latitude (g = 980.6199 gals.).
 SY1311
 SY1311.The modeled gravity was interpolated from observed gravity values.
 SY1311
 SY1311;                    North         East    Units  Estimated Accuracy
 SY1311;SPC WA S     -   211,260.      303,070.      MT  (+/- 180 meters Scaled)
 SY1311
 SY1311                          SUPERSEDED SURVEY CONTROL
 SY1311
 SY1311  NGVD 29 (??/??/??)   19.471  (m)           63.88   (f) ADJUSTED    1 1
 SY1311
 SY1311.Superseded values are not recommended for survey control.
 SY1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1311.See file dsdata.txt to determine how the superseded data were derived.
 SY1311
 SY1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT924279(NAD 83)
 SY1311_MARKER: DV = VERTICAL CONTROL DISK
 SY1311_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SY1311_SP_SET: CULVERT
 SY1311_STAMPING: C 461 1973
 SY1311_MARK LOGO: NGS   
 SY1311_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1311+STABILITY: SURFACE MOTION
 SY1311
 SY1311  HISTORY     - Date     Condition        Report By
 SY1311  HISTORY     - 1973     MONUMENTED       NGS
 SY1311  HISTORY     - 1984     GOOD             USPSQD
 SY1311  HISTORY     - 1984     GOOD             USPSQD
 SY1311  HISTORY     - 1987     GOOD             USPSQD
 SY1311  HISTORY     - 1988     GOOD             USPSQD
 SY1311  HISTORY     - 1989     GOOD             USPSQD
 SY1311  HISTORY     - 1990     GOOD             USPSQD
 SY1311  HISTORY     - 19950516 GOOD             WADT
 SY1311  HISTORY     - 20020329 GOOD             USPSQD
 SY1311  HISTORY     - 20050827 MARK NOT FOUND   USPSQD
 SY1311
 SY1311                          STATION DESCRIPTION
 SY1311
 SY1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1311'IN SHELTON.
 SY1311'AT SHELTON, 0.6 MILE SOUTH ALONG U.S. HIGHWAY 101 FROM THE
 SY1311'INTERSECTION OF RAILROAD AVENUE, 0.05 MILE SOUTHEAST OF THE JUNCTION
 SY1311'OF DELAWARE STREET, IN THE TOP AND 0.5 FOOT EAST OF THE WEST END OF
 SY1311'THE NORTH CONCRETE HEADWALL OF A 4- BY 6-FOOT CONCRETE BOX CULVERT, 38
 SY1311'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY (SLOPE MEASUREMENT), 19.3
 SY1311'FEET NORTHEAST OF TELEPHONE POLE 312, AND ABOUT 10 FEET LOWER THAN THE
 SY1311'HIGHWAY.  SECTION 19, T 20N, R 3W.
 SY1311
 SY1311                          STATION RECOVERY (1984)
 SY1311
 SY1311'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY1311'RECOVERED IN GOOD CONDITION.
 SY1311
 SY1311                          STATION RECOVERY (1984)
 SY1311
 SY1311'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY1311'RECOVERED IN GOOD CONDITION.
 SY1311
 SY1311                          STATION RECOVERY (1987)
 SY1311
 SY1311'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1311'RECOVERED IN GOOD CONDITION.
 SY1311
 SY1311                          STATION RECOVERY (1988)
 SY1311
 SY1311'RECOVERY NOTE BY US POWER SQUADRON 1988 (WO)
 SY1311'RECOVERED IN GOOD CONDITION.
 SY1311
 SY1311                          STATION RECOVERY (1989)
 SY1311
 SY1311'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 SY1311'RECOVERED IN GOOD CONDITION.
 SY1311
 SY1311                          STATION RECOVERY (1990)
 SY1311
 SY1311'RECOVERY NOTE BY US POWER SQUADRON 1990 (LMC)
 SY1311'RECOVERED IN GOOD CONDITION.
 SY1311
 SY1311                          STATION RECOVERY (1995)
 SY1311
 SY1311'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KAA)
 SY1311'RECOVERED AS DESCRIBED.
 SY1311
 SY1311                          STATION RECOVERY (2002)
 SY1311
 SY1311'RECOVERY NOTE BY US POWER SQUADRON 2002 (PCL)
 SY1311'RECOVERED IN GOOD CONDITION.
 SY1311
 SY1311                          STATION RECOVERY (2005)
 SY1311
 SY1311'RECOVERY NOTE BY US POWER SQUADRON 2005 (EC)
 SY1311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0507 ***********************************************************************
 SY0507  DESIGNATION -  C 462
 SY0507  PID         -  SY0507
 SY0507  STATE/COUNTY-  WA/KING
 SY0507  USGS QUAD   -  AUBURN (1994)
 SY0507
 SY0507                         *CURRENT SURVEY CONTROL
 SY0507  ___________________________________________________________________
 SY0507* NAD 83(1986)-  47 18 53.     (N)    122 09 49.     (W)     SCALED    
 SY0507* NAVD 88     -        41.858  (meters)     137.33   (feet)  ADJUSTED  
 SY0507  ___________________________________________________________________
 SY0507  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SY0507  DYNAMIC HT  -          41.862 (meters)     137.34  (feet)  COMP
 SY0507  MODELED GRAV-     980,727.6   (mgal)                       NAVD 88
 SY0507
 SY0507  VERT ORDER  -  FIRST     CLASS I
 SY0507
 SY0507.The horizontal coordinates were scaled from a topographic map and have
 SY0507.an estimated accuracy of +/- 6 seconds.
 SY0507
 SY0507.The orthometric height was determined by differential leveling
 SY0507.and adjusted by the National Geodetic Survey in June 1991..
 SY0507
 SY0507.The geoid height was determined by GEOID03.
 SY0507
 SY0507.The dynamic height is computed by dividing the NAVD 88
 SY0507.geopotential number by the normal gravity value computed on the
 SY0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0507.degrees latitude (g = 980.6199 gals.).
 SY0507
 SY0507.The modeled gravity was interpolated from observed gravity values.
 SY0507
 SY0507;                    North         East    Units  Estimated Accuracy
 SY0507;SPC WA N     -    35,860.      399,420.      MT  (+/- 180 meters Scaled)
 SY0507
 SY0507                          SUPERSEDED SURVEY CONTROL
 SY0507
 SY0507  NGVD 29 (??/??/??)   40.782  (m)          133.80   (f) ADJUSTED    1 1
 SY0507
 SY0507.Superseded values are not recommended for survey control.
 SY0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0507.See file dsdata.txt to determine how the superseded data were derived.
 SY0507
 SY0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET632404(NAD 83)
 SY0507_MARKER: DB = BENCH MARK DISK
 SY0507_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SY0507+WITH SETTING: INTO GROUND
 SY0507_STAMPING: C 462 1973
 SY0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0507+STABILITY: SURFACE MOTION
 SY0507
 SY0507  HISTORY     - Date     Condition        Report By
 SY0507  HISTORY     - 1973     MONUMENTED       NGS
 SY0507  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0507
 SY0507                          STATION DESCRIPTION
 SY0507
 SY0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0507'2.9 MI E FROM EAST AUBURN.
 SY0507'2.9 MILES EAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE STATION
 SY0507'AT EAST AUBURN, 5 POLES SOUTHWEST OF MILEPOST 99, AT THE SOUTHWEST END
 SY0507'OF A CUT, 1 1/2 FEET NORTHEAST OF THE FIFTH POLE SOUTHWEST OF THE
 SY0507'MILEPOST, 2.5 FEET NORTHWEST OF A FENCE, 1.5 FEET SOUTHWEST OF A
 SY0507'WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE TRACK, A DISK ON THE TOP
 SY0507'OF A 5/8-INCH COPPER COATED ROD WHICH IS 4 FEET LONG AND HAS A BASE
 SY0507'PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH
 SY0507'IRON PIPE PROJECTING 0.1 FOOT ABOVE THE GROUND. SECTION 15, T 21N, R
 SY0507'5E.
 SY0507
 SY0507                          STATION RECOVERY (1988)
 SY0507
 SY0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1325 ***********************************************************************
 SY1325  DESIGNATION -  C 463
 SY1325  PID         -  SY1325
 SY1325  STATE/COUNTY-  WA/MASON
 SY1325  USGS QUAD   -  SUMMIT LAKE (1981)
 SY1325
 SY1325                         *CURRENT SURVEY CONTROL
 SY1325  ___________________________________________________________________
 SY1325* NAD 83(1986)-  47 07 05.     (N)    123 04 08.     (W)     SCALED    
 SY1325* NAVD 88     -        57.183  (meters)     187.61   (feet)  ADJUSTED  
 SY1325  ___________________________________________________________________
 SY1325  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SY1325  DYNAMIC HT  -          57.196 (meters)     187.65  (feet)  COMP
 SY1325  MODELED GRAV-     980,827.6   (mgal)                       NAVD 88
 SY1325
 SY1325  VERT ORDER  -  FIRST     CLASS I
 SY1325
 SY1325.The horizontal coordinates were scaled from a topographic map and have
 SY1325.an estimated accuracy of +/- 6 seconds.
 SY1325
 SY1325.The orthometric height was determined by differential leveling
 SY1325.and adjusted by the National Geodetic Survey in June 1991..
 SY1325
 SY1325.The geoid height was determined by GEOID03.
 SY1325
 SY1325.The dynamic height is computed by dividing the NAVD 88
 SY1325.geopotential number by the normal gravity value computed on the
 SY1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1325.degrees latitude (g = 980.6199 gals.).
 SY1325
 SY1325.The modeled gravity was interpolated from observed gravity values.
 SY1325
 SY1325;                    North         East    Units  Estimated Accuracy
 SY1325;SPC WA S     -   201,550.      305,090.      MT  (+/- 180 meters Scaled)
 SY1325
 SY1325                          SUPERSEDED SURVEY CONTROL
 SY1325
 SY1325  NGVD 29 (??/??/??)   56.141  (m)          184.19   (f) ADJUSTED    1 1
 SY1325
 SY1325.Superseded values are not recommended for survey control.
 SY1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1325.See file dsdata.txt to determine how the superseded data were derived.
 SY1325
 SY1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT947182(NAD 83)
 SY1325_MARKER: DB = BENCH MARK DISK
 SY1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1325_SP_SET: CONCRETE POST
 SY1325_STAMPING: C 463 1973
 SY1325_MARK LOGO: NGS   
 SY1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1325+STABILITY: SURFACE MOTION
 SY1325
 SY1325  HISTORY     - Date     Condition        Report By
 SY1325  HISTORY     - 1973     MONUMENTED       NGS
 SY1325  HISTORY     - 1983     GOOD             USPSQD
 SY1325  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY1325  HISTORY     - 19871120 MARK NOT FOUND   NGS
 SY1325  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1325  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1325
 SY1325                          STATION DESCRIPTION
 SY1325
 SY1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1325'8.5 MI S FROM SHELTON.
 SY1325'6.2 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 SY1325'RAILROAD AVENUE AT SHELTON, THENCE HIGHWAY A 2000, THENCE 0.75 MILE
 SY1325'EAST ALONG OYSTER BAY ROAD, AT ROAD MILEAGE SIGN 4, 16 1/2 FEET
 SY1325'NORTHWEST OF THE CENTER LINE OF THE ROAD, 88.3 FEET NORTHEAST OF THE
 SY1325'MILEPOST, 1 FOOT NORTHWEST OF POWER POLE 14, 1.7 FEET SOUTHEAST OF A
 SY1325'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 SY1325'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. SECTION 21, T19N ,
 SY1325'R 3W.
 SY1325
 SY1325                          STATION RECOVERY (1983)
 SY1325
 SY1325'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1325'RECOVERED IN GOOD CONDITION.
 SY1325
 SY1325                          STATION RECOVERY (1987)
 SY1325
 SY1325'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1325'MARK NOT FOUND.
 SY1325
 SY1325                          STATION RECOVERY (1987)
 SY1325
 SY1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SY1325'MARK NOT FOUND.
 SY1325
 SY1325                          STATION RECOVERY (1988)
 SY1325
 SY1325'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SY1325'MARK NOT FOUND.
 SY1325
 SY1325                          STATION RECOVERY (1988)
 SY1325
 SY1325'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1242 ***********************************************************************
 SY1242  DESIGNATION -  C 464
 SY1242  PID         -  SY1242
 SY1242  STATE/COUNTY-  WA/MASON
 SY1242  USGS QUAD   -  LILLIWAUP (1985)
 SY1242
 SY1242                         *CURRENT SURVEY CONTROL
 SY1242  ___________________________________________________________________
 SY1242* NAD 83(1986)-  47 28 07.     (N)    123 05 44.     (W)     SCALED    
 SY1242* NAVD 88     -         9.398  (meters)      30.83   (feet)  ADJUSTED  
 SY1242  ___________________________________________________________________
 SY1242  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SY1242  DYNAMIC HT  -           9.399 (meters)      30.84  (feet)  COMP
 SY1242  MODELED GRAV-     980,806.3   (mgal)                       NAVD 88
 SY1242
 SY1242  VERT ORDER  -  FIRST     CLASS I
 SY1242
 SY1242.The horizontal coordinates were scaled from a topographic map and have
 SY1242.an estimated accuracy of +/- 6 seconds.
 SY1242
 SY1242.The orthometric height was determined by differential leveling
 SY1242.and adjusted by the National Geodetic Survey in June 1991..
 SY1242
 SY1242.The geoid height was determined by GEOID03.
 SY1242
 SY1242.The dynamic height is computed by dividing the NAVD 88
 SY1242.geopotential number by the normal gravity value computed on the
 SY1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1242.degrees latitude (g = 980.6199 gals.).
 SY1242
 SY1242.The modeled gravity was interpolated from observed gravity values.
 SY1242
 SY1242;                    North         East    Units  Estimated Accuracy
 SY1242;SPC WA S     -   240,570.      304,350.      MT  (+/- 180 meters Scaled)
 SY1242
 SY1242                          SUPERSEDED SURVEY CONTROL
 SY1242
 SY1242  NGVD 29 (??/??/??)    8.325  (m)           27.31   (f) ADJUSTED    1 1
 SY1242
 SY1242.Superseded values are not recommended for survey control.
 SY1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1242.See file dsdata.txt to determine how the superseded data were derived.
 SY1242
 SY1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT927572(NAD 83)
 SY1242_MARKER: DB = BENCH MARK DISK
 SY1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1242_STAMPING: C 464 1973
 SY1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1242+STABILITY: SURFACE MOTION
 SY1242
 SY1242  HISTORY     - Date     Condition        Report By
 SY1242  HISTORY     - 1973     MONUMENTED       NGS
 SY1242  HISTORY     - 1978     GOOD
 SY1242  HISTORY     - 1987     GOOD             USPSQD
 SY1242  HISTORY     - 1988     GOOD             USPSQD
 SY1242  HISTORY     - 1990     GOOD             USPSQD
 SY1242
 SY1242                          STATION DESCRIPTION
 SY1242
 SY1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1242'1.2 MI NE FROM LILLIWAUP.
 SY1242'1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1242'LILLIWAUP, 0.1 MILE SOUTHWEST OF THE JUNCTION OF A GRAVELED ROAD
 SY1242'SOUTHWEST TO OSBORNE LAKES, 3 POWER POLES SOUTHWEST OF A POWER POLE
 SY1242'BEARING A TRANSFORMER, AT THE CENTER OF A LARGE TURNOUT AND PUBLIC
 SY1242'BEACH, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET
 SY1242'NORTHEAST OF THE SECOND POWER POLE SOUTHWEST OF THE CROSSING OF A
 SY1242'POWER LINE, 1.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 SY1242'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 SY1242'ABOVE THE GROUND.  SECTION 20, T 23N, R 3W.
 SY1242
 SY1242                          STATION RECOVERY (1978)
 SY1242
 SY1242'RECOVERED 1978
 SY1242'RECOVERED IN GOOD CONDITION.
 SY1242
 SY1242                          STATION RECOVERY (1987)
 SY1242
 SY1242'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1242'RECOVERED IN GOOD CONDITION.
 SY1242
 SY1242                          STATION RECOVERY (1988)
 SY1242
 SY1242'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1242'RECOVERED IN GOOD CONDITION.
 SY1242
 SY1242                          STATION RECOVERY (1990)
 SY1242
 SY1242'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1065 ***********************************************************************
 SY1065  DESIGNATION -  C 465
 SY1065  PID         -  SY1065
 SY1065  STATE/COUNTY-  WA/JEFFERSON
 SY1065  USGS QUAD   -  MOUNT WALKER (1995)
 SY1065
 SY1065                         *CURRENT SURVEY CONTROL
 SY1065  ___________________________________________________________________
 SY1065* NAD 83(1986)-  47 50 17.     (N)    122 53 16.     (W)     SCALED    
 SY1065* NAVD 88     -        34.360  (meters)     112.73   (feet)  ADJUSTED  
 SY1065  ___________________________________________________________________
 SY1065  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SY1065  DYNAMIC HT  -          34.368 (meters)     112.76  (feet)  COMP
 SY1065  MODELED GRAV-     980,845.2   (mgal)                       NAVD 88
 SY1065
 SY1065  VERT ORDER  -  FIRST     CLASS I
 SY1065
 SY1065.The horizontal coordinates were scaled from a topographic map and have
 SY1065.an estimated accuracy of +/- 6 seconds.
 SY1065
 SY1065.The orthometric height was determined by differential leveling
 SY1065.and adjusted by the National Geodetic Survey in June 1991..
 SY1065
 SY1065.The geoid height was determined by GEOID03.
 SY1065
 SY1065.The dynamic height is computed by dividing the NAVD 88
 SY1065.geopotential number by the normal gravity value computed on the
 SY1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1065.degrees latitude (g = 980.6199 gals.).
 SY1065
 SY1065.The modeled gravity was interpolated from observed gravity values.
 SY1065
 SY1065;                    North         East    Units  Estimated Accuracy
 SY1065;SPC WA N     -    95,230.      346,230.      MT  (+/- 180 meters Scaled)
 SY1065
 SY1065                          SUPERSEDED SURVEY CONTROL
 SY1065
 SY1065  NGVD 29 (??/??/??)   33.256  (m)          109.11   (f) ADJUSTED    1 1
 SY1065
 SY1065.Superseded values are not recommended for survey control.
 SY1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1065.See file dsdata.txt to determine how the superseded data were derived.
 SY1065
 SY1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET083983(NAD 83)
 SY1065_MARKER: DB = BENCH MARK DISK
 SY1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1065_SP_SET: ABUTMENT
 SY1065_STAMPING: C 465 1973
 SY1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1065
 SY1065  HISTORY     - Date     Condition        Report By
 SY1065  HISTORY     - 1973     MONUMENTED       NGS
 SY1065  HISTORY     - 1974     GOOD             NGS
 SY1065  HISTORY     - 19910615 GOOD             USPSQD
 SY1065  HISTORY     - 20040905 GOOD             USPSQD
 SY1065
 SY1065                          STATION DESCRIPTION
 SY1065
 SY1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1065'1.2 MI N FROM QUILCENE.
 SY1065'1.2 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE QUILCENE HIGH SCHOOL
 SY1065'AT QUILCENE, 0.45 MILES NORTH OF HIGHWAY MILEPOST 294, AT A CONCRETE
 SY1065'HIGHWAY BRIDGE OVER LITTLE QUILCENE RIVER, 16 FEET EAST OF THE CENTER
 SY1065'LINE OF THE HIGHWAY, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 SY1065'BRIDGE ABUTMENT, 0.5 FOOT WEST OF THE EAST END OF THE ABUTMENT, 0.6
 SY1065'FOOT EAST OF THE EAST FACE OF THE EAST CONCRETE GUARDRAIL, AND ABOUT
 SY1065'LEVEL WITH THE HIGHWAY.  SECTION 14, T 27N, R 2W.
 SY1065
 SY1065                          STATION RECOVERY (1991)
 SY1065
 SY1065'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWB)
 SY1065'RECOVERED IN GOOD CONDITION.
 SY1065
 SY1065                          STATION RECOVERY (2004)
 SY1065
 SY1065'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 SY1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0592 ***********************************************************************
 TR0592  DESIGNATION -  C 466
 TR0592  PID         -  TR0592
 TR0592  STATE/COUNTY-  WA/CLALLAM
 TR0592  USGS QUAD   -  GARDINER (1985)
 TR0592
 TR0592                         *CURRENT SURVEY CONTROL
 TR0592  ___________________________________________________________________
 TR0592* NAD 83(1986)-  48 02 31.     (N)    122 58 55.     (W)     SCALED    
 TR0592* NAVD 88     -        43.753  (meters)     143.55   (feet)  ADJUSTED  
 TR0592  ___________________________________________________________________
 TR0592  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 TR0592  DYNAMIC HT  -          43.763 (meters)     143.58  (feet)  COMP
 TR0592  MODELED GRAV-     980,842.0   (mgal)                       NAVD 88
 TR0592
 TR0592  VERT ORDER  -  FIRST     CLASS I
 TR0592
 TR0592.The horizontal coordinates were scaled from a topographic map and have
 TR0592.an estimated accuracy of +/- 6 seconds.
 TR0592
 TR0592.The orthometric height was determined by differential leveling
 TR0592.and adjusted by the National Geodetic Survey in June 1991..
 TR0592
 TR0592.The geoid height was determined by GEOID03.
 TR0592
 TR0592.The dynamic height is computed by dividing the NAVD 88
 TR0592.geopotential number by the normal gravity value computed on the
 TR0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0592.degrees latitude (g = 980.6199 gals.).
 TR0592
 TR0592.The modeled gravity was interpolated from observed gravity values.
 TR0592
 TR0592;                    North         East    Units  Estimated Accuracy
 TR0592;SPC WA N     -   118,080.      339,820.      MT  (+/- 180 meters Scaled)
 TR0592
 TR0592                          SUPERSEDED SURVEY CONTROL
 TR0592
 TR0592  NGVD 29 (??/??/??)   42.620  (m)          139.83   (f) ADJUSTED    1 1
 TR0592
 TR0592.Superseded values are not recommended for survey control.
 TR0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0592.See file dsdata.txt to determine how the superseded data were derived.
 TR0592
 TR0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU013209(NAD 83)
 TR0592_MARKER: DB = BENCH MARK DISK
 TR0592_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TR0592+WITH SETTING: INTO GROUND
 TR0592_STAMPING: C 466 1974
 TR0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0592+STABILITY: SURFACE MOTION
 TR0592
 TR0592  HISTORY     - Date     Condition        Report By
 TR0592  HISTORY     - 1974     MONUMENTED       NGS
 TR0592
 TR0592                          STATION DESCRIPTION
 TR0592
 TR0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0592'8.35 MI SE FROM SEQUIM.
 TR0592'8.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 TR0592'SEQUIM AVENUE AT SEQUIM, 0.45 MILE SOUTHWEST OF THE JUNCTION OF OLD
 TR0592'BLYN HIGHWAY LEADING SOUTHWEST, 0.15 MILE SOUTHWEST OF HIGHWAY
 TR0592'MILEPOST 273, AT THE NORTHEAST END OF A CUT, 335 FEET SOUTHWEST OF THE
 TR0592'CENTER LINE OF A DRIVEWAY LEADING SOUTHEAST, 47 FEET SOUTHEAST OF THE
 TR0592'CENTER LINE OF THE HIGHWAY, 155 FEET SOUTHWEST OF T JUNCTION POWER
 TR0592'LINE POLE 12 WITH A GUY WIRE, 168 FEET NORTHEAST OF POWER LINE POLE,
 TR0592'7.0 FEET NORTHWEST OF A FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST,
 TR0592'ABOUT 3 FOOT HIGHER THAN THE HIGHWAY, A DISK SET IN THE TOP OF A
 TR0592'5/8-INCH COPPER COATED STEEL ROAD WHICH IS A 4 FEET LONG AND HAS A
 TR0592'BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN
 TR0592'CONCRETE PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 6, T 29N, R
 TR0592'2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0807 ***********************************************************************
 TR0807  DESIGNATION -  C 467
 TR0807  PID         -  TR0807
 TR0807  STATE/COUNTY-  WA/CLALLAM
 TR0807  USGS QUAD   -  MORSE CREEK (1985)
 TR0807
 TR0807                         *CURRENT SURVEY CONTROL
 TR0807  ___________________________________________________________________
 TR0807* NAD 83(1986)-  48 06 10.     (N)    123 21 20.     (W)     SCALED    
 TR0807* NAVD 88     -        24.404  (meters)      80.07   (feet)  ADJUSTED  
 TR0807  ___________________________________________________________________
 TR0807  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 TR0807  DYNAMIC HT  -          24.409 (meters)      80.08  (feet)  COMP
 TR0807  MODELED GRAV-     980,845.3   (mgal)                       NAVD 88
 TR0807
 TR0807  VERT ORDER  -  FIRST     CLASS I
 TR0807
 TR0807.The horizontal coordinates were scaled from a topographic map and have
 TR0807.an estimated accuracy of +/- 6 seconds.
 TR0807
 TR0807.The orthometric height was determined by differential leveling
 TR0807.and adjusted by the National Geodetic Survey in June 1991..
 TR0807
 TR0807.The geoid height was determined by GEOID03.
 TR0807
 TR0807.The dynamic height is computed by dividing the NAVD 88
 TR0807.geopotential number by the normal gravity value computed on the
 TR0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0807.degrees latitude (g = 980.6199 gals.).
 TR0807
 TR0807.The modeled gravity was interpolated from observed gravity values.
 TR0807
 TR0807;                    North         East    Units  Estimated Accuracy
 TR0807;SPC WA N     -   125,690.      312,200.      MT  (+/- 180 meters Scaled)
 TR0807
 TR0807                          SUPERSEDED SURVEY CONTROL
 TR0807
 TR0807  NGVD 29 (??/??/??)   23.274  (m)           76.36   (f) ADJUSTED    1 1
 TR0807
 TR0807.Superseded values are not recommended for survey control.
 TR0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0807.See file dsdata.txt to determine how the superseded data were derived.
 TR0807
 TR0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU735277(NAD 83)
 TR0807_MARKER: DB = BENCH MARK DISK
 TR0807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0807_SP_SET: BRIDGE CURB
 TR0807_STAMPING: C 467 1974
 TR0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0807
 TR0807  HISTORY     - Date     Condition        Report By
 TR0807  HISTORY     - 1974     MONUMENTED       NGS
 TR0807  HISTORY     - 19910703 GOOD             USPSQD
 TR0807
 TR0807                          STATION DESCRIPTION
 TR0807
 TR0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0807'4.15 MI E FROM PORT ANGELES.
 TR0807'4.15 MILE EAST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF LINCOLN
 TR0807'STREET AT PORT ANGELES, 20 FEET NORTHEAST OF THE CENTER LINE OF THE
 TR0807'WEST BOUND HIGHWAY LANES, IN THE TOP OF THE NORTHWEST END OF THE
 TR0807'NORTHEAST CONCRETE GUARDRAIL CURB OF A CONCRETE BRIDGE OVER MORSE
 TR0807'CREEK, 0.6 FOOT SOUTHEAST OF THE NORTHWEST END OF THE CURB, AND ABOUT
 TR0807'1 FOOT HIGHER THAN THE HIGHWAY.  SECTION 8, T 30N, R 5W.
 TR0807
 TR0807                          STATION RECOVERY (1991)
 TR0807
 TR0807'RECOVERY NOTE BY US POWER SQUADRON 1991 (PES)
 TR0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0923 ***********************************************************************
 TR0923  DESIGNATION -  C 468
 TR0923  PID         -  TR0923
 TR0923  STATE/COUNTY-  WA/CLALLAM
 TR0923  USGS QUAD   -  LAKE SUTHERLAND (1985)
 TR0923
 TR0923                         *CURRENT SURVEY CONTROL
 TR0923  ___________________________________________________________________
 TR0923* NAD 83(1986)-  48 07 13.     (N)    123 40 41.     (W)     SCALED    
 TR0923* NAVD 88     -        72.904  (meters)     239.19   (feet)  ADJUSTED  
 TR0923  ___________________________________________________________________
 TR0923  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 TR0923  DYNAMIC HT  -          72.923 (meters)     239.25  (feet)  COMP
 TR0923  MODELED GRAV-     980,866.3   (mgal)                       NAVD 88
 TR0923
 TR0923  VERT ORDER  -  FIRST     CLASS I
 TR0923
 TR0923.The horizontal coordinates were scaled from a topographic map and have
 TR0923.an estimated accuracy of +/- 6 seconds.
 TR0923
 TR0923.The orthometric height was determined by differential leveling
 TR0923.and adjusted by the National Geodetic Survey in June 1991..
 TR0923
 TR0923.The geoid height was determined by GEOID03.
 TR0923
 TR0923.The dynamic height is computed by dividing the NAVD 88
 TR0923.geopotential number by the normal gravity value computed on the
 TR0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0923.degrees latitude (g = 980.6199 gals.).
 TR0923
 TR0923.The modeled gravity was interpolated from observed gravity values.
 TR0923
 TR0923;                    North         East    Units  Estimated Accuracy
 TR0923;SPC WA N     -   128,470.      288,270.      MT  (+/- 180 meters Scaled)
 TR0923
 TR0923                          SUPERSEDED SURVEY CONTROL
 TR0923
 TR0923  NGVD 29 (??/??/92)   71.786  (m)          235.52   (f) ADJ UNCH    1 1
 TR0923
 TR0923.Superseded values are not recommended for survey control.
 TR0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0923.See file dsdata.txt to determine how the superseded data were derived.
 TR0923
 TR0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU495298(NAD 83)
 TR0923_MARKER: DB = BENCH MARK DISK
 TR0923_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TR0923+WITH SETTING: INTO GROUND
 TR0923_STAMPING: C 468 1974
 TR0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0923+STABILITY: SURFACE MOTION
 TR0923
 TR0923  HISTORY     - Date     Condition        Report By
 TR0923  HISTORY     - 1974     MONUMENTED       NGS
 TR0923  HISTORY     - 1987     GOOD             USPSQD
 TR0923  HISTORY     - 1988     GOOD             USPSQD
 TR0923  HISTORY     - 1989     GOOD             USPSQD
 TR0923  HISTORY     - 19910716 GOOD             USPSQD
 TR0923
 TR0923                          STATION DESCRIPTION
 TR0923
 TR0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0923'2.9 MI SE FROM JOYCE.
 TR0923'ABOUT 2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF
 TR0923'AGATE BEACH ROAD AT JOYCE, AT THE JUNCTION OF CAMP HAYDEN ROAD LEADING
 TR0923'NORTH, 85 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 27 1/2
 TR0923'FEET WEST OF THE CENTER LINE OF THE ROAD, 70.2 FEET SOUTHEAST OF THE
 TR0923'SOUTHEAST CORNER OF SALT CREEK SERVICE STATION AND STORE, 57 FEET
 TR0923'EAST-NORTHEAST OF A 36-INCH CEDAR TREE, 2 FEET NORTH OF A POWER LINE
 TR0923'POLE SUPPORTING TWO TRANSFORMERS AND LIGHT, 1.6 FEET SOUTH OF A METAL
 TR0923'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IS A DISK ON TOP OF A
 TR0923'4-FOOT LENGTH OF COPPER COATED STEEL ROD WITH BASE PLATE ATTACHED. THE
 TR0923'DISK IS FLUSH WITH THE GROUND AND IS PROTECTED BY A 4-INCH PIPE
 TR0923'REINFORCED WITH CONCRETE NEAR THE TOP.  SEC. 3 T 30 N R 8W.
 TR0923
 TR0923                          STATION RECOVERY (1987)
 TR0923
 TR0923'RECOVERY NOTE BY US POWER SQUADRON 1987 (HW)
 TR0923'RECOVERED IN GOOD CONDITION.
 TR0923
 TR0923                          STATION RECOVERY (1988)
 TR0923
 TR0923'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWB)
 TR0923'RECOVERED IN GOOD CONDITION.
 TR0923
 TR0923                          STATION RECOVERY (1989)
 TR0923
 TR0923'RECOVERY NOTE BY US POWER SQUADRON 1989 (PES)
 TR0923'RECOVERED IN GOOD CONDITION.
 TR0923
 TR0923                          STATION RECOVERY (1991)
 TR0923
 TR0923'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0070 ***********************************************************************
 TS0070  DESIGNATION -  C 469
 TS0070  PID         -  TS0070
 TS0070  STATE/COUNTY-  WA/CLALLAM
 TS0070  USGS QUAD   -  PYSHT (1984)
 TS0070
 TS0070                         *CURRENT SURVEY CONTROL
 TS0070  ___________________________________________________________________
 TS0070* NAD 83(1986)-  48 10 25.     (N)    124 02 06.     (W)     SCALED    
 TS0070* NAVD 88     -        32.193  (meters)     105.62   (feet)  ADJUSTED  
 TS0070  ___________________________________________________________________
 TS0070  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 TS0070  DYNAMIC HT  -          32.201 (meters)     105.65  (feet)  COMP
 TS0070  MODELED GRAV-     980,870.1   (mgal)                       NAVD 88
 TS0070
 TS0070  VERT ORDER  -  FIRST     CLASS I
 TS0070
 TS0070.The horizontal coordinates were scaled from a topographic map and have
 TS0070.an estimated accuracy of +/- 6 seconds.
 TS0070
 TS0070.The orthometric height was determined by differential leveling
 TS0070.and adjusted by the National Geodetic Survey in June 1991..
 TS0070
 TS0070.The geoid height was determined by GEOID03.
 TS0070
 TS0070.The dynamic height is computed by dividing the NAVD 88
 TS0070.geopotential number by the normal gravity value computed on the
 TS0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0070.degrees latitude (g = 980.6199 gals.).
 TS0070
 TS0070.The modeled gravity was interpolated from observed gravity values.
 TS0070
 TS0070;                    North         East    Units  Estimated Accuracy
 TS0070;SPC WA N     -   135,440.      261,960.      MT  (+/- 180 meters Scaled)
 TS0070
 TS0070                          SUPERSEDED SURVEY CONTROL
 TS0070
 TS0070  NGVD 29 (??/??/92)   31.073  (m)          101.95   (f) ADJ UNCH    1 1
 TS0070
 TS0070.Superseded values are not recommended for survey control.
 TS0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0070.See file dsdata.txt to determine how the superseded data were derived.
 TS0070
 TS0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU230361(NAD 83)
 TS0070_MARKER: DB = BENCH MARK DISK
 TS0070_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TS0070+WITH SETTING: INTO GROUND
 TS0070_STAMPING: C 469 1974
 TS0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0070+STABILITY: SURFACE MOTION
 TS0070
 TS0070  HISTORY     - Date     Condition        Report By
 TS0070  HISTORY     - 1974     MONUMENTED       NGS
 TS0070  HISTORY     - 1979     GOOD             NGS
 TS0070
 TS0070                          STATION DESCRIPTION
 TS0070
 TS0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0070'5.65 MI E FROM PYSHT.
 TS0070'ABOUT 5.65 MILES EAST ALONG STATE HIGHWAY 112 FROM THE ROAD JUNCTION
 TS0070'AT PYSHT, 0.4 MILE WEST OF DEEP CREEK, ON THE OUTSIDE OF A LONG CURVE,
 TS0070'53 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 155.5 FEET
 TS0070'EAST-NORTHEAST OF AND ACROSS THE HIGHWAY FROM POST NUMBER 218 WITH
 TS0070'UNDERGROUND CABLE WARNING SIGN ATTACHED, 2 FEET WEST OF A TELEPHONE
 TS0070'POLE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TS0070'LEVEL OF THE HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER
 TS0070'COATED STEEL ROD WITH BASE PLATE ATTACHED.  THE DISK IS FLUSH WITH THE
 TS0070'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE WHICH PROJECTS 0.2 FOOT
 TS0070'AND IS REINFORCED WITH CONCRETE NEAR THE SURFACE.  SEC. 19 T 31N R
 TS0070'10W.
 TS0070
 TS0070                          STATION RECOVERY (1979)
 TS0070
 TS0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TS0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1314 ***********************************************************************
 RZ1314  DESIGNATION -  C 47
 RZ1314  PID         -  RZ1314
 RZ1314  STATE/COUNTY-  WA/WHITMAN
 RZ1314  USGS QUAD   -  HAY (1981)
 RZ1314
 RZ1314                         *CURRENT SURVEY CONTROL
 RZ1314  ___________________________________________________________________
 RZ1314* NAD 83(1986)-  46 40 15.     (N)    117 59 35.     (W)     SCALED    
 RZ1314* NAVD 88     -       288.714  (meters)     947.22   (feet)  ADJUSTED  
 RZ1314  ___________________________________________________________________
 RZ1314  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 RZ1314  DYNAMIC HT  -         288.713 (meters)     947.22  (feet)  COMP
 RZ1314  MODELED GRAV-     980,605.1   (mgal)                       NAVD 88
 RZ1314
 RZ1314  VERT ORDER  -  SECOND    CLASS 0
 RZ1314
 RZ1314.The horizontal coordinates were scaled from a topographic map and have
 RZ1314.an estimated accuracy of +/- 6 seconds.
 RZ1314
 RZ1314.The orthometric height was determined by differential leveling
 RZ1314.and adjusted by the National Geodetic Survey in June 1991..
 RZ1314
 RZ1314.The geoid height was determined by GEOID03.
 RZ1314
 RZ1314.The dynamic height is computed by dividing the NAVD 88
 RZ1314.geopotential number by the normal gravity value computed on the
 RZ1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1314.degrees latitude (g = 980.6199 gals.).
 RZ1314
 RZ1314.The modeled gravity was interpolated from observed gravity values.
 RZ1314
 RZ1314;                    North         East    Units  Estimated Accuracy
 RZ1314;SPC WA S     -   151,710.      691,790.      MT  (+/- 180 meters Scaled)
 RZ1314
 RZ1314                          SUPERSEDED SURVEY CONTROL
 RZ1314
 RZ1314  NGVD 29 (??/??/92)  287.728  (m)          943.99   (f) ADJ UNCH    2 0
 RZ1314
 RZ1314.Superseded values are not recommended for survey control.
 RZ1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1314.See file dsdata.txt to determine how the superseded data were derived.
 RZ1314
 RZ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM240690(NAD 83)
 RZ1314_MARKER: DB = BENCH MARK DISK
 RZ1314_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1314_SP_SET: ROCK CUT
 RZ1314_STAMPING: C 47 1934
 RZ1314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1314+STABILITY: POSITION/ELEVATION WELL
 RZ1314
 RZ1314  HISTORY     - Date     Condition        Report By
 RZ1314  HISTORY     - 1934     MONUMENTED       CGS
 RZ1314
 RZ1314                          STATION DESCRIPTION
 RZ1314
 RZ1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RZ1314'3.7 MI SW FROM HAY.
 RZ1314'3.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 RZ1314'AT HAY, 0.3 MILE EAST OF BRIDGE 26.73, AT THE SOUTHWEST PORTAL OF
 RZ1314'TUNNEL 27, 13-1/2 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 RZ1314'IN THE FACE OF A ROCK CUT, AND 3 FEET HIGHER THAN THE TRACK. SET
 RZ1314'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0140 ***********************************************************************
 TS0140  DESIGNATION -  C 470
 TS0140  PID         -  TS0140
 TS0140  STATE/COUNTY-  WA/CLALLAM
 TS0140  USGS QUAD   -  NEAH BAY (1984)
 TS0140
 TS0140                         *CURRENT SURVEY CONTROL
 TS0140  ___________________________________________________________________
 TS0140* NAD 83(1986)-  48 21 15.     (N)    124 32 49.     (W)     SCALED    
 TS0140* NAVD 88     -        15.859  (meters)      52.03   (feet)  ADJUSTED  
 TS0140  ___________________________________________________________________
 TS0140  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 TS0140  DYNAMIC HT  -          15.863 (meters)      52.04  (feet)  COMP
 TS0140  MODELED GRAV-     980,904.2   (mgal)                       NAVD 88
 TS0140
 TS0140  VERT ORDER  -  FIRST     CLASS I
 TS0140
 TS0140.The horizontal coordinates were scaled from a topographic map and have
 TS0140.an estimated accuracy of +/- 6 seconds.
 TS0140
 TS0140.The orthometric height was determined by differential leveling
 TS0140.and adjusted by the National Geodetic Survey in June 1991..
 TS0140
 TS0140.The geoid height was determined by GEOID03.
 TS0140
 TS0140.The dynamic height is computed by dividing the NAVD 88
 TS0140.geopotential number by the normal gravity value computed on the
 TS0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0140.degrees latitude (g = 980.6199 gals.).
 TS0140
 TS0140.The modeled gravity was interpolated from observed gravity values.
 TS0140
 TS0140;                    North         East    Units  Estimated Accuracy
 TS0140;SPC WA N     -   157,200.      224,890.      MT  (+/- 180 meters Scaled)
 TS0140
 TS0140                          SUPERSEDED SURVEY CONTROL
 TS0140
 TS0140  NGVD 29 (??/??/92)   14.723  (m)           48.30   (f) ADJ UNCH    1 1
 TS0140
 TS0140.Superseded values are not recommended for survey control.
 TS0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0140.See file dsdata.txt to determine how the superseded data were derived.
 TS0140
 TS0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU853568(NAD 83)
 TS0140_MARKER: DB = BENCH MARK DISK
 TS0140_SETTING: 66 = SET IN ROCK OUTCROP
 TS0140_SP_SET: SANDSTONE CUT
 TS0140_STAMPING: C 470 1974
 TS0140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TS0140+STABILITY: POSITION/ELEVATION WELL
 TS0140
 TS0140  HISTORY     - Date     Condition        Report By
 TS0140  HISTORY     - 1974     MONUMENTED       NGS
 TS0140
 TS0140                          STATION DESCRIPTION
 TS0140
 TS0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0140'4.05 MI SE FROM NEAH BAY.
 TS0140'ABOUT 4.05 MILES SOUTHEAST ALONG BAYVIEW AVENUE AND STATE HIGHWAY 112
 TS0140'FROM THE POST OFFICE AT NEAH BAY, 0.55 MILE EAST OF A POINT WHERE
 TS0140'BAYVIEW AVENUE CONTINUES TO THE EAST AS STATE HIGHWAY 112, 0.1 MILE
 TS0140'NORTH OF THE HIGHWAY BRIDGE ACROSS SNOW CREEK, ON THE OUTSIDE OF A
 TS0140'SHARP CURVE, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET
 TS0140'VERTICALLY IN THE WEST FACE OF SANDSTONE CUT, 28 FEET SOUTH OF THE
 TS0140'NORTH END OF THE CUT, 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND
 TS0140'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 17, T 33N, R
 TS0140'14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0787 ***********************************************************************
 TR0787  DESIGNATION -  C 471
 TR0787  PID         -  TR0787
 TR0787  STATE/COUNTY-  WA/CLALLAM
 TR0787  USGS QUAD   -  EDIZ HOOK (1978)
 TR0787
 TR0787                         *CURRENT SURVEY CONTROL
 TR0787  ___________________________________________________________________
 TR0787* NAD 83(1986)-  48 08 29.     (N)    123 26 06.     (W)     SCALED    
 TR0787* NAVD 88     -         4.305  (meters)      14.12   (feet)  ADJUSTED  
 TR0787  ___________________________________________________________________
 TR0787  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 TR0787  DYNAMIC HT  -           4.306 (meters)      14.13  (feet)  COMP
 TR0787  MODELED GRAV-     980,886.1   (mgal)                       NAVD 88
 TR0787
 TR0787  VERT ORDER  -  FIRST     CLASS I
 TR0787
 TR0787.The horizontal coordinates were scaled from a topographic map and have
 TR0787.an estimated accuracy of +/- 6 seconds.
 TR0787
 TR0787.The orthometric height was determined by differential leveling
 TR0787.and adjusted by the National Geodetic Survey in June 1991..
 TR0787
 TR0787.The geoid height was determined by GEOID03.
 TR0787
 TR0787.The dynamic height is computed by dividing the NAVD 88
 TR0787.geopotential number by the normal gravity value computed on the
 TR0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0787.degrees latitude (g = 980.6199 gals.).
 TR0787
 TR0787.The modeled gravity was interpolated from observed gravity values.
 TR0787
 TR0787;                    North         East    Units  Estimated Accuracy
 TR0787;SPC WA N     -   130,180.      306,430.      MT  (+/- 180 meters Scaled)
 TR0787
 TR0787                          SUPERSEDED SURVEY CONTROL
 TR0787
 TR0787  NGVD 29 (??/??/92)    3.179  (m)           10.43   (f) ADJ UNCH    1 1
 TR0787
 TR0787.Superseded values are not recommended for survey control.
 TR0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0787.See file dsdata.txt to determine how the superseded data were derived.
 TR0787
 TR0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU676321(NAD 83)
 TR0787_MARKER: DV = VERTICAL CONTROL DISK
 TR0787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0787_SP_SET: BUILDING FOUNDATION
 TR0787_STAMPING: C 471 1974
 TR0787_MARK LOGO: NGS   
 TR0787_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0787
 TR0787  HISTORY     - Date     Condition        Report By
 TR0787  HISTORY     - 1974     MONUMENTED       NGS
 TR0787  HISTORY     - 1981     GOOD             NGS
 TR0787  HISTORY     - 19870716 GOOD             NGS
 TR0787  HISTORY     - 1989     GOOD             USPSQD
 TR0787  HISTORY     - 19910716 GOOD             USPSQD
 TR0787
 TR0787                          STATION DESCRIPTION
 TR0787
 TR0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0787'IN PORT ANGELES.
 TR0787'AT PORT ANGELES, ABOUT 1.3 MILES NORTHWEST ALONG MARINE DRIVE FROM THE
 TR0787'JUNCTION OF TUMWATER STREET, THENCE ABOUT 1.5 MILES EAST ALONG A PAVED
 TR0787'ROAD ON EDIZ HOOK, 0.45 MILE WEST OF THE ENTRANCE GATE TO THE U. S.
 TR0787'COAST GUARD AIR STATION ON EDIZ HOOK, 36 FEET SOUTH OF THE CENTER LINE
 TR0787'OF THE ROAD, SET VERTICALLY IN THE WEST FACE OF CONCRETE FOUNDATION
 TR0787'FOR A SMALL CONCRETE-BLOCK BUILDING HOUSING RADIO TRANSMITTER, 0.4
 TR0787'FOOT NORTH OF THE SOUTHWEST CORNER AND 2 FEET ABOVE THE LEVEL OF THE
 TR0787'GROUND.
 TR0787
 TR0787                          STATION RECOVERY (1981)
 TR0787
 TR0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TR0787'RECOVERED IN GOOD CONDITION.
 TR0787
 TR0787                          STATION RECOVERY (1987)
 TR0787
 TR0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 TR0787'RECOVERED IN GOOD CONDITION.
 TR0787
 TR0787                          STATION RECOVERY (1989)
 TR0787
 TR0787'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLS)
 TR0787'RECOVERED IN GOOD CONDITION.
 TR0787
 TR0787                          STATION RECOVERY (1991)
 TR0787
 TR0787'RECOVERY NOTE BY US POWER SQUADRON 1991 (PES)
 TR0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0012 ***********************************************************************
 TS0012  DESIGNATION -  C 472
 TS0012  PID         -  TS0012
 TS0012  STATE/COUNTY-  WA/CLALLAM
 TS0012  USGS QUAD   -  LAKE PLEASANT (1984)
 TS0012
 TS0012                         *CURRENT SURVEY CONTROL
 TS0012  ___________________________________________________________________
 TS0012* NAD 83(1986)-  48 03 19.     (N)    124 19 55.     (W)     SCALED    
 TS0012* NAVD 88     -       129.948  (meters)     426.34   (feet)  ADJUSTED  
 TS0012  ___________________________________________________________________
 TS0012  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 TS0012  DYNAMIC HT  -         129.974 (meters)     426.42  (feet)  COMP
 TS0012  MODELED GRAV-     980,807.7   (mgal)                       NAVD 88
 TS0012
 TS0012  VERT ORDER  -  FIRST     CLASS I
 TS0012
 TS0012.The horizontal coordinates were scaled from a topographic map and have
 TS0012.an estimated accuracy of +/- 6 seconds.
 TS0012
 TS0012.The orthometric height was determined by differential leveling
 TS0012.and adjusted by the National Geodetic Survey in June 1991..
 TS0012
 TS0012.The geoid height was determined by GEOID03.
 TS0012
 TS0012.The dynamic height is computed by dividing the NAVD 88
 TS0012.geopotential number by the normal gravity value computed on the
 TS0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0012.degrees latitude (g = 980.6199 gals.).
 TS0012
 TS0012.The modeled gravity was interpolated from observed gravity values.
 TS0012
 TS0012;                    North         East    Units  Estimated Accuracy
 TS0012;SPC WA N     -   123,260.      239,300.      MT  (+/- 180 meters Scaled)
 TS0012
 TS0012                          SUPERSEDED SURVEY CONTROL
 TS0012
 TS0012  NGVD 29 (??/??/92)  128.839  (m)          422.70   (f) ADJ UNCH    1 1
 TS0012
 TS0012.Superseded values are not recommended for survey control.
 TS0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0012.See file dsdata.txt to determine how the superseded data were derived.
 TS0012
 TS0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU007233(NAD 83)
 TS0012_MARKER: DB = BENCH MARK DISK
 TS0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TS0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TS0012_STAMPING: C 472 1974
 TS0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0012+STABILITY: SURFACE MOTION
 TS0012
 TS0012  HISTORY     - Date     Condition        Report By
 TS0012  HISTORY     - 1974     MONUMENTED       NGS
 TS0012  HISTORY     - 19910710 GOOD             USPSQD
 TS0012
 TS0012                          STATION DESCRIPTION
 TS0012
 TS0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0012'2.85 MI SW FROM SAPPHO.
 TS0012'ABOUT 2.85 MILES SOUTHWEST ALONG U. S. HIGHWAY 101 FROM THE JUNCTION
 TS0012'OF BURNT MOUNTAIN ROAD AT SAPPHO, 0.3 MILE SOUTHWEST OF THE JUNCTION
 TS0012'OF CONNELLY ROAD LEADING SOUTHEAST, 0.25 MILE EAST OF THE JUNCTION OF
 TS0012'ROAD LEADING NORTH TO LAKE PLEASANT RECRATION AREA, 0.1 MILE EAST OF
 TS0012'HIGHWAY MILEPOST 201, 31 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 TS0012'HIGHWAY, 2 FEET EAST OF THE 4TH TELEPHONE POLE EAST OF HIGHWAY
 TS0012'MILEPOST 201, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1/2 FOOT
 TS0012'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 TS0012'PROJECTING 0.2 FOOT ABOVE THE LEVEL OF THE GROUND.  SECTION 35, T 30N,
 TS0012'R 13W.
 TS0012
 TS0012                          STATION RECOVERY (1991)
 TS0012
 TS0012'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLS)
 TS0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0191 ***********************************************************************
 SD0191  DESIGNATION -  C 473
 SD0191  PID         -  SD0191
 SD0191  STATE/COUNTY-  WA/JEFFERSON
 SD0191  USGS QUAD   -  ANDERSON CREEK (1982)
 SD0191
 SD0191                         *CURRENT SURVEY CONTROL
 SD0191  ___________________________________________________________________
 SD0191* NAD 83(1986)-  47 52 05.     (N)    124 20 11.     (W)     SCALED    
 SD0191* NAVD 88     -       141.793  (meters)     465.20   (feet)  ADJUSTED  
 SD0191  ___________________________________________________________________
 SD0191  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SD0191  DYNAMIC HT  -         141.817 (meters)     465.28  (feet)  COMP
 SD0191  MODELED GRAV-     980,778.7   (mgal)                       NAVD 88
 SD0191
 SD0191  VERT ORDER  -  FIRST     CLASS I
 SD0191
 SD0191.The horizontal coordinates were scaled from a topographic map and have
 SD0191.an estimated accuracy of +/- 6 seconds.
 SD0191
 SD0191.The orthometric height was determined by differential leveling
 SD0191.and adjusted by the National Geodetic Survey in June 1991..
 SD0191
 SD0191.The geoid height was determined by GEOID03.
 SD0191
 SD0191.The dynamic height is computed by dividing the NAVD 88
 SD0191.geopotential number by the normal gravity value computed on the
 SD0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0191.degrees latitude (g = 980.6199 gals.).
 SD0191
 SD0191.The modeled gravity was interpolated from observed gravity values.
 SD0191
 SD0191;                    North         East    Units  Estimated Accuracy
 SD0191;SPC WA N     -   102,480.      238,020.      MT  (+/- 180 meters Scaled)
 SD0191
 SD0191                          SUPERSEDED SURVEY CONTROL
 SD0191
 SD0191  NGVD 29 (??/??/92)  140.708  (m)          461.64   (f) ADJ UNCH    1 1
 SD0191
 SD0191.Superseded values are not recommended for survey control.
 SD0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0191.See file dsdata.txt to determine how the superseded data were derived.
 SD0191
 SD0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDU000025(NAD 83)
 SD0191_MARKER: DB = BENCH MARK DISK
 SD0191_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0191+WITH SETTING: INTO GROUND
 SD0191_STAMPING: C 473 1974
 SD0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0191+STABILITY: SURFACE MOTION
 SD0191
 SD0191  HISTORY     - Date     Condition        Report By
 SD0191  HISTORY     - 1974     MONUMENTED       NGS
 SD0191
 SD0191                          STATION DESCRIPTION
 SD0191
 SD0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0191'8.1 MI SE FROM FORKS.
 SD0191'ABOUT 8.1 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SD0191'THE JUNCTION OF DIVISION STREET AT FORKS, 0.6 MILE SOUTHEAST OF
 SD0191'HIGHWAY MILEPOST 184, 0.55 MILE SOUTHEAST OF JUNCTION OF GRAVELED ROAD
 SD0191'LEADING EAST AND DRIVEWAY LEADING WEST, AT THE SOUTH END OF A TURNOUT,
 SD0191'45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 260 FEET
 SD0191'NORTH-NORTHEAST OF THE CENTER OF THE EAST END OF A 48-INCH PIPE
 SD0191'CULVERT, 75 FEET EAST-NORTHEAST OF AND ACROSS THE HIGHWAY FROM A POWER
 SD0191'LINE POLE, 2 FEET NORTH OF A TELEPHONE POLE, ABOUT LEVEL WITH THE
 SD0191'HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL
 SD0191'ROD WITH BASE PLATE ATTACHED.  THE DISK IS 0.1 FOOT BELOW THE SURFACE
 SD0191'OF THE GROUND AND IS PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH
 SD0191'WITH THE GROUND AND REINFORCED WITH CONCRETE NEAR THE SURFACE. SECTION
 SD0191'2, T 27N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0239 ***********************************************************************
 SD0239  DESIGNATION -  C 474
 SD0239  PID         -  SD0239
 SD0239  STATE/COUNTY-  WA/JEFFERSON
 SD0239  USGS QUAD   -  QUEETS (1982)
 SD0239
 SD0239                         *CURRENT SURVEY CONTROL
 SD0239  ___________________________________________________________________
 SD0239* NAD 83(1986)-  47 34 41.     (N)    124 21 47.     (W)     SCALED    
 SD0239* NAVD 88     -        18.839  (meters)      61.81   (feet)  ADJUSTED  
 SD0239  ___________________________________________________________________
 SD0239  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SD0239  DYNAMIC HT  -          18.842 (meters)      61.82  (feet)  COMP
 SD0239  MODELED GRAV-     980,804.7   (mgal)                       NAVD 88
 SD0239
 SD0239  VERT ORDER  -  FIRST     CLASS I
 SD0239
 SD0239.The horizontal coordinates were scaled from a topographic map and have
 SD0239.an estimated accuracy of +/- 6 seconds.
 SD0239
 SD0239.The orthometric height was determined by differential leveling
 SD0239.and adjusted by the National Geodetic Survey in June 1991..
 SD0239
 SD0239.The geoid height was determined by GEOID03.
 SD0239
 SD0239.The dynamic height is computed by dividing the NAVD 88
 SD0239.geopotential number by the normal gravity value computed on the
 SD0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0239.degrees latitude (g = 980.6199 gals.).
 SD0239
 SD0239.The modeled gravity was interpolated from observed gravity values.
 SD0239
 SD0239;                    North         East    Units  Estimated Accuracy
 SD0239;SPC WA N     -    70,360.      234,550.      MT  (+/- 180 meters Scaled)
 SD0239
 SD0239                          SUPERSEDED SURVEY CONTROL
 SD0239
 SD0239  NGVD 29 (??/??/92)   17.785  (m)           58.35   (f) ADJ UNCH    1 1
 SD0239
 SD0239.Superseded values are not recommended for survey control.
 SD0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0239.See file dsdata.txt to determine how the superseded data were derived.
 SD0239
 SD0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT974703(NAD 83)
 SD0239_MARKER: DB = BENCH MARK DISK
 SD0239_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SD0239_SP_SET: 15 FEET
 SD0239_STAMPING: C 474 1974
 SD0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0239
 SD0239  HISTORY     - Date     Condition        Report By
 SD0239  HISTORY     - 1974     MONUMENTED       NGS
 SD0239
 SD0239                          STATION DESCRIPTION
 SD0239
 SD0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0239'3.2 MI N FROM QUEETS.
 SD0239'ABOUT 3.2 MILES NORTH ALONG U. S. HIGHWAY 101 FROM THE INTERSECTION OF
 SD0239'QUEETS AVENUE AT QUEETS, 0.25 MILE NORTH OF HIGHWAY MILEPOST 155, AT
 SD0239'HIGHWAY TURNOUT FOR BEACH TRAIL 1, 38 1/2 FEET WEST OF THE CENTER LINE
 SD0239'OF THE HIGHWAY, 8 FEET NORTH OF A PATH, 5.8 FEET WEST OF WEST EDGE OF
 SD0239'ASPHALT AREA (TURNOUT FOR VEHICLES), 2.0 FEET NORTHEAST OF THE WEST
 SD0239'SUPPORT POST FOR BEACH TRAIL NO 1 SIGN, ABOUT 1/2 FOOT BELOW THE LEVEL
 SD0239'OF THE HIGHWAY AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD 0.1
 SD0239'FOOT BELOW THE LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC
 SD0239'PIPE FLUSH WITH THE GROUND AND REINFORCED WITH CONCRETE NEAR THE
 SD0239'SURFACE.  THE ROD WAS DRIVEN 15 FEET TO REFUSAL. SECTION 15, T 24N, R
 SD0239'13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0235 ***********************************************************************
 SD0235  DESIGNATION -  C 475
 SD0235  PID         -  SD0235
 SD0235  STATE/COUNTY-  WA/JEFFERSON
 SD0235  USGS QUAD   -  QUEETS (1982)
 SD0235
 SD0235                         *CURRENT SURVEY CONTROL
 SD0235  ___________________________________________________________________
 SD0235* NAD 83(1986)-  47 36 29.     (N)    124 22 17.     (W)     SCALED    
 SD0235* NAVD 88     -         9.528  (meters)      31.26   (feet)  ADJUSTED  
 SD0235  ___________________________________________________________________
 SD0235  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SD0235  DYNAMIC HT  -           9.530 (meters)      31.27  (feet)  COMP
 SD0235  MODELED GRAV-     980,808.4   (mgal)                       NAVD 88
 SD0235
 SD0235  VERT ORDER  -  FIRST     CLASS I
 SD0235
 SD0235.The horizontal coordinates were scaled from a topographic map and have
 SD0235.an estimated accuracy of +/- 6 seconds.
 SD0235
 SD0235.The orthometric height was determined by differential leveling
 SD0235.and adjusted by the National Geodetic Survey in June 1991..
 SD0235
 SD0235.The geoid height was determined by GEOID03.
 SD0235
 SD0235.The dynamic height is computed by dividing the NAVD 88
 SD0235.geopotential number by the normal gravity value computed on the
 SD0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0235.degrees latitude (g = 980.6199 gals.).
 SD0235
 SD0235.The modeled gravity was interpolated from observed gravity values.
 SD0235
 SD0235;                    North         East    Units  Estimated Accuracy
 SD0235;SPC WA N     -    73,720.      234,080.      MT  (+/- 180 meters Scaled)
 SD0235
 SD0235                          SUPERSEDED SURVEY CONTROL
 SD0235
 SD0235  NGVD 29 (??/??/92)    8.471  (m)           27.79   (f) ADJ UNCH    1 1
 SD0235
 SD0235.Superseded values are not recommended for survey control.
 SD0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0235.See file dsdata.txt to determine how the superseded data were derived.
 SD0235
 SD0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT969736(NAD 83)
 SD0235_MARKER: DB = BENCH MARK DISK
 SD0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SD0235_SP_SET: BRIDGE
 SD0235_STAMPING: C 475 1974
 SD0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0235
 SD0235  HISTORY     - Date     Condition        Report By
 SD0235  HISTORY     - 1974     MONUMENTED       NGS
 SD0235
 SD0235                          STATION DESCRIPTION
 SD0235
 SD0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0235'5.3 MI N FROM QUEETS.
 SD0235'ABOUT 5.3 MILES NORTH ALONG U. S. HIGHWAY 101 FROM THE INTERSECTION OF
 SD0235'QUEETS AVENUE AT QUEETS, 0.3 MILE SOUTH OF ASPHALT DRIVE LEADING WEST
 SD0235'TO KALALOCH CAMP GROUNDS, AT THE CONCRETE HIGHWAY BRIDGE ACROSS
 SD0235'KALALOCH CREEK, 12.7 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET
 SD0235'IN THE TOP AND 1.0 FOOT SOUTH OF THE NORTH END OF THE EAST CONCRETE
 SD0235'RAILING FOR BRIDGE AND 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 SD0235'SECTION 4, T24N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0886 ***********************************************************************
 SD0886  DESIGNATION -  C 476 RESET
 SD0886  PID         -  SD0886
 SD0886  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0886  USGS QUAD   -  THIMBLE MOUNTAIN (1993)
 SD0886
 SD0886                         *CURRENT SURVEY CONTROL
 SD0886  ___________________________________________________________________
 SD0886* NAD 83(1986)-  47 28 35.     (N)    124 00 23.     (W)     SCALED    
 SD0886* NAVD 88     -       139.39   (meters)     457.3    (feet)  RESET     
 SD0886  ___________________________________________________________________
 SD0886  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SD0886
 SD0886  VERT ORDER  -  THIRD
 SD0886
 SD0886.The horizontal coordinates were scaled from a topographic map and have
 SD0886.an estimated accuracy of +/- 6 seconds.
 SD0886
 SD0886.The orthometric height was computed from unverified reset data.
 SD0886.No vertical observational check was made to the station.
 SD0886
 SD0886.The geoid height was determined by GEOID03.
 SD0886
 SD0886;                    North         East    Units  Estimated Accuracy
 SD0886;SPC WA S     -   244,090.      235,780.      MT  (+/- 180 meters Scaled)
 SD0886
 SD0886                          SUPERSEDED SURVEY CONTROL
 SD0886
 SD0886  NGVD 29 (12/17/02)  138.34   (m)          453.9    (f) RESET       3  
 SD0886
 SD0886.Superseded values are not recommended for survey control.
 SD0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0886.See file dsdata.txt to determine how the superseded data were derived.
 SD0886
 SD0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT241585(NAD 83)
 SD0886_MARKER: DB = BENCH MARK DISK
 SD0886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SD0886_SP_SET: BRIDGE GUARDRAIL
 SD0886_STAMPING: C 476 RESET
 SD0886_MARK LOGO: WAHC  
 SD0886_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0886
 SD0886  HISTORY     - Date     Condition        Report By
 SD0886  HISTORY     - 1982     MONUMENTED       WAHC
 SD0886
 SD0886                          STATION DESCRIPTION
 SD0886
 SD0886'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1982
 SD0886'ABOUT 6.25 MILES (10.06 KM) NORTHWEST ALONG U.S. HIGHWAY 101 FROM THE
 SD0886'HIGHWAY BRIDGE ACROSS QUINAULT RIVER AT AMANDA PARK, AT THE CONCRETE
 SD0886'HIGHWAY BRIDGE ACROSS DRY CREEK, AT HIGHWAY MILEPOST 133, 18.1 FEET
 SD0886'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.8 FEET EAST OF WEST END OF
 SD0886'NORTH TRAFFIC BARRIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1444 ***********************************************************************
 SY1444  DESIGNATION -  C 477
 SY1444  PID         -  SY1444
 SY1444  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1444  USGS QUAD   -  HUMPTULIPS (1990)
 SY1444
 SY1444                         *CURRENT SURVEY CONTROL
 SY1444  ___________________________________________________________________
 SY1444* NAD 83(1986)-  47 11 04.     (N)    123 55 03.     (W)     SCALED    
 SY1444* NAVD 88     -        48.867  (meters)     160.32   (feet)  ADJUSTED  
 SY1444  ___________________________________________________________________
 SY1444  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 SY1444  DYNAMIC HT  -          48.874 (meters)     160.35  (feet)  COMP
 SY1444  MODELED GRAV-     980,765.8   (mgal)                       NAVD 88
 SY1444
 SY1444  VERT ORDER  -  FIRST     CLASS I
 SY1444
 SY1444.The horizontal coordinates were scaled from a topographic map and have
 SY1444.an estimated accuracy of +/- 6 seconds.
 SY1444
 SY1444.The orthometric height was determined by differential leveling
 SY1444.and adjusted by the National Geodetic Survey in June 1991..
 SY1444
 SY1444.The geoid height was determined by GEOID03.
 SY1444
 SY1444.The dynamic height is computed by dividing the NAVD 88
 SY1444.geopotential number by the normal gravity value computed on the
 SY1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1444.degrees latitude (g = 980.6199 gals.).
 SY1444
 SY1444.The modeled gravity was interpolated from observed gravity values.
 SY1444
 SY1444;                    North         East    Units  Estimated Accuracy
 SY1444;SPC WA S     -   211,370.      241,060.      MT  (+/- 180 meters Scaled)
 SY1444
 SY1444                          SUPERSEDED SURVEY CONTROL
 SY1444
 SY1444  NGVD 29 (??/??/??)   47.845  (m)          156.97   (f) ADJUSTED    1 1
 SY1444
 SY1444.Superseded values are not recommended for survey control.
 SY1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1444.See file dsdata.txt to determine how the superseded data were derived.
 SY1444
 SY1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT304260(NAD 83)
 SY1444_MARKER: DB = BENCH MARK DISK
 SY1444_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SY1444_SP_SET: 40 FEET
 SY1444_STAMPING: C 477 1974
 SY1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1444
 SY1444  HISTORY     - Date     Condition        Report By
 SY1444  HISTORY     - 1974     MONUMENTED       NGS
 SY1444  HISTORY     - 1989     GOOD             USPSQD
 SY1444
 SY1444                          STATION DESCRIPTION
 SY1444
 SY1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1444'4.45 MI SE FROM HUMPTULIPS.
 SY1444'ABOUT 4.45 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SY1444'THE POST OFFICE AT HUMPTULIPS, 0.35 MILE SOUTHEAST OF HIGHWAY MILEPOST
 SY1444'105, AT THE JUNCTION OF HENSEL ROAD LEADING SOUTH, 33 FEET SOUTHWEST
 SY1444'OF THE CENTER LINE OF THE HIGHWAY, 318 FEET SOUTHEAST OF THE CENTER
 SY1444'LINE OF HENSEL ROAD, 2 FEET NORTHWEST OF POWER LINE POLE AQ 20 16
 SY1444'SUPPORTING TWO TRANSFORMERS, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 SY1444'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON
 SY1444'TOP OF A COPPER COATED STEEL ROD 0.1 FOOT BELOW THE LEVEL OF THE
 SY1444'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT PROJECTS 0.2 FOOT
 SY1444'AND IS REINFORCED WITH CONCRETE NEAR THE SURFACE.  THE ROD WAS DRIVEN
 SY1444'40 FEET TO GRADUAL REFUSAL.  SECTION 27, T 20N, R 10W.
 SY1444
 SY1444                          STATION RECOVERY (1989)
 SY1444
 SY1444'RECOVERY NOTE BY US POWER SQUADRON 1989 (KAS)
 SY1444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0739 ***********************************************************************
 SC0739  DESIGNATION -  C 478
 SC0739  PID         -  SC0739
 SC0739  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0739  USGS QUAD   -  ABERDEEN (1994)
 SC0739
 SC0739                         *CURRENT SURVEY CONTROL
 SC0739  ___________________________________________________________________
 SC0739* NAD 83(1986)-  46 58 39.     (N)    123 47 37.     (W)     SCALED    
 SC0739* NAVD 88     -         7.499  (meters)      24.60   (feet)  ADJUSTED  
 SC0739  ___________________________________________________________________
 SC0739  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 SC0739  DYNAMIC HT  -           7.500 (meters)      24.61  (feet)  COMP
 SC0739  MODELED GRAV-     980,767.4   (mgal)                       NAVD 88
 SC0739
 SC0739  VERT ORDER  -  FIRST     CLASS I
 SC0739
 SC0739.The horizontal coordinates were scaled from a topographic map and have
 SC0739.an estimated accuracy of +/- 6 seconds.
 SC0739
 SC0739.The orthometric height was determined by differential leveling
 SC0739.and adjusted by the National Geodetic Survey in June 1991..
 SC0739
 SC0739.The geoid height was determined by GEOID03.
 SC0739
 SC0739.The dynamic height is computed by dividing the NAVD 88
 SC0739.geopotential number by the normal gravity value computed on the
 SC0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0739.degrees latitude (g = 980.6199 gals.).
 SC0739
 SC0739.The modeled gravity was interpolated from observed gravity values.
 SC0739
 SC0739;                    North         East    Units  Estimated Accuracy
 SC0739;SPC WA S     -   187,980.      249,480.      MT  (+/- 180 meters Scaled)
 SC0739
 SC0739                          SUPERSEDED SURVEY CONTROL
 SC0739
 SC0739  NGVD 29 (??/??/92)    6.496  (m)           21.31   (f) ADJ UNCH    1 1
 SC0739
 SC0739.Superseded values are not recommended for survey control.
 SC0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0739.See file dsdata.txt to determine how the superseded data were derived.
 SC0739
 SC0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT396029(NAD 83)
 SC0739_MARKER: DB = BENCH MARK DISK
 SC0739_SETTING: 66 = SET IN ROCK OUTCROP
 SC0739_SP_SET: BLUFF
 SC0739_STAMPING: C 478 1974
 SC0739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC0739+STABILITY: POSITION/ELEVATION WELL
 SC0739
 SC0739  HISTORY     - Date     Condition        Report By
 SC0739  HISTORY     - 1974     MONUMENTED       NGS
 SC0739
 SC0739                          STATION DESCRIPTION
 SC0739
 SC0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0739'0.9 MI E FROM ABERDEEN.
 SC0739'0.9 MI E ALONG THE BURLINGTON NORTHERN RR FROM THE STEEL DRAW SPAN
 SC0739'BRIDGE OVER THE WISHKAH RIVER 14.2 FT N OF N RAIL VERTICAL IN THE S
 SC0739'FACE OF A MASSIVE SANDSTONE BLUFF AND NEAR THE CENTER 88.2 FT E OF E
 SC0739'END CONCRETE RETAINING WALL 44.0 FT NNW OF TELEPHONE POLE 34 1440 41.9
 SC0739'FT N OF METAL PIPE GATE POST FOR IRON PIPE GATE ACROSS ASPHALT RD
 SC0739'LEADING E - W 3.5 FT HIGHER THAN THE TRACKS.  2 1/2 FEET ABOVE- THE
 SC0739'LEVEL OF THE GROUND 0.2 MILES- E OF BM-OP8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1414 ***********************************************************************
 SY1414  DESIGNATION -  C 479
 SY1414  PID         -  SY1414
 SY1414  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1414  USGS QUAD   -  ELMA (1981)
 SY1414
 SY1414                         *CURRENT SURVEY CONTROL
 SY1414  ___________________________________________________________________
 SY1414* NAD 83(1986)-  47 00 05.     (N)    123 29 40.     (W)     SCALED    
 SY1414* NAVD 88     -        19.819  (meters)      65.02   (feet)  ADJUSTED  
 SY1414  ___________________________________________________________________
 SY1414  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 SY1414  DYNAMIC HT  -          19.822 (meters)      65.03  (feet)  COMP
 SY1414  MODELED GRAV-     980,784.6   (mgal)                       NAVD 88
 SY1414
 SY1414  VERT ORDER  -  FIRST     CLASS I
 SY1414
 SY1414.The horizontal coordinates were scaled from a topographic map and have
 SY1414.an estimated accuracy of +/- 6 seconds.
 SY1414
 SY1414.The orthometric height was determined by differential leveling
 SY1414.and adjusted by the National Geodetic Survey in June 1991..
 SY1414
 SY1414.The geoid height was determined by GEOID03.
 SY1414
 SY1414.The dynamic height is computed by dividing the NAVD 88
 SY1414.geopotential number by the normal gravity value computed on the
 SY1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1414.degrees latitude (g = 980.6199 gals.).
 SY1414
 SY1414.The modeled gravity was interpolated from observed gravity values.
 SY1414
 SY1414;                    North         East    Units  Estimated Accuracy
 SY1414;SPC WA S     -   189,730.      272,330.      MT  (+/- 180 meters Scaled)
 SY1414
 SY1414                          SUPERSEDED SURVEY CONTROL
 SY1414
 SY1414  NGVD 29 (??/??/??)   18.802  (m)           61.69   (f) ADJUSTED    1 1
 SY1414
 SY1414.Superseded values are not recommended for survey control.
 SY1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1414.See file dsdata.txt to determine how the superseded data were derived.
 SY1414
 SY1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT624054(NAD 83)
 SY1414_MARKER: DB = BENCH MARK DISK
 SY1414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1414_SP_SET: ABUTMENT
 SY1414_STAMPING: C 479 1974
 SY1414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1414
 SY1414  HISTORY     - Date     Condition        Report By
 SY1414  HISTORY     - 1974     MONUMENTED       NGS
 SY1414  HISTORY     - 1979     GOOD             USPSQD
 SY1414  HISTORY     - 1987     GOOD             USPSQD
 SY1414  HISTORY     - 1987     GOOD             USPSQD
 SY1414  HISTORY     - 1988     GOOD             USPSQD
 SY1414  HISTORY     - 1988     GOOD             USPSQD
 SY1414  HISTORY     - 1989     GOOD             USPSQD
 SY1414  HISTORY     - 1990     GOOD             USPSQD
 SY1414
 SY1414                          STATION DESCRIPTION
 SY1414
 SY1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1414'4.50 MI W FROM ELMA.
 SY1414'4.50 MI W ALONG W MAIN ST OLD HWY 41 B FROM THE INTS. OF W MAIN AND N.
 SY1414'3RD. STREETS AT ELMA AT THE CONC. AND STEEL HIGHWAY BRIDGE OVER THE
 SY1414'SATSOP RIVER IN TOP OF THE N END OF THE E CONC. ABUTMENT 21.0 FT N OF
 SY1414'THE CENTERLINE OF THE HIGHWAY 1.0 FT S OF THE N END OF ABUTMENT. 5
 SY1414'FEET ABOVE- THE HIGHWAY 0.9 MILES- E OF BM-B 479.
 SY1414
 SY1414                          STATION RECOVERY (1979)
 SY1414
 SY1414'RECOVERY NOTE BY US POWER SQUADRON 1979 (JK)
 SY1414'RECOVERED IN GOOD CONDITION.
 SY1414
 SY1414                          STATION RECOVERY (1987)
 SY1414
 SY1414'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1414'RECOVERED IN GOOD CONDITION.
 SY1414
 SY1414                          STATION RECOVERY (1987)
 SY1414
 SY1414'RECOVERY NOTE BY US POWER SQUADRON 1987 (KAS)
 SY1414'RECOVERED IN GOOD CONDITION.
 SY1414
 SY1414                          STATION RECOVERY (1988)
 SY1414
 SY1414'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SY1414'RECOVERED IN GOOD CONDITION.
 SY1414
 SY1414                          STATION RECOVERY (1988)
 SY1414
 SY1414'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SY1414'RECOVERED IN GOOD CONDITION.
 SY1414
 SY1414                          STATION RECOVERY (1989)
 SY1414
 SY1414'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1414'RECOVERED IN GOOD CONDITION.
 SY1414
 SY1414                          STATION RECOVERY (1990)
 SY1414
 SY1414'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCK)
 SY1414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0025 ***********************************************************************
 SA0025  DESIGNATION -  C 48
 SA0025  PID         -  SA0025
 SA0025  STATE/COUNTY-  WA/FRANKLIN
 SA0025  USGS QUAD   -  AYER (1981)
 SA0025
 SA0025                         *CURRENT SURVEY CONTROL
 SA0025  ___________________________________________________________________
 SA0025* NAD 83(1986)-  46 36 13.     (N)    118 20 42.     (W)     SCALED    
 SA0025* NAVD 88     -       156.315  (meters)     512.84   (feet)  ADJUSTED  
 SA0025  ___________________________________________________________________
 SA0025  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 SA0025  DYNAMIC HT  -         156.314 (meters)     512.84  (feet)  COMP
 SA0025  MODELED GRAV-     980,609.5   (mgal)                       NAVD 88
 SA0025
 SA0025  VERT ORDER  -  SECOND    CLASS 0
 SA0025
 SA0025.The horizontal coordinates were scaled from a topographic map and have
 SA0025.an estimated accuracy of +/- 6 seconds.
 SA0025
 SA0025.The orthometric height was determined by differential leveling
 SA0025.and adjusted by the National Geodetic Survey in June 1991..
 SA0025
 SA0025.The geoid height was determined by GEOID03.
 SA0025
 SA0025.The dynamic height is computed by dividing the NAVD 88
 SA0025.geopotential number by the normal gravity value computed on the
 SA0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0025.degrees latitude (g = 980.6199 gals.).
 SA0025
 SA0025.The modeled gravity was interpolated from observed gravity values.
 SA0025
 SA0025;                    North         East    Units  Estimated Accuracy
 SA0025;SPC WA S     -   143,450.      665,070.      MT  (+/- 180 meters Scaled)
 SA0025
 SA0025                          SUPERSEDED SURVEY CONTROL
 SA0025
 SA0025  NGVD 29 (??/??/92)  155.326  (m)          509.60   (f) ADJ UNCH    2 0
 SA0025
 SA0025.Superseded values are not recommended for survey control.
 SA0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0025.See file dsdata.txt to determine how the superseded data were derived.
 SA0025
 SA0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM969619(NAD 83)
 SA0025_MARKER: DB = BENCH MARK DISK
 SA0025_SETTING: 66 = SET IN ROCK OUTCROP
 SA0025_SP_SET: ROCK CLIFF
 SA0025_STAMPING: C 48 1934
 SA0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0025+STABILITY: POSITION/ELEVATION WELL
 SA0025
 SA0025  HISTORY     - Date     Condition        Report By
 SA0025  HISTORY     - 1934     MONUMENTED       CGS
 SA0025  HISTORY     - 1945     GOOD             NGS
 SA0025
 SA0025                          STATION DESCRIPTION
 SA0025
 SA0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 SA0025'5.9 MI W FROM PERRY.
 SA0025'5.9 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE SECTION
 SA0025'HOUSE AT THE SIDING AT PERRY, FRANKLIN COUNTY, 1.5 MILES WEST OF THE
 SA0025'STATION SIGNBOARD AT DAVIN, 6 RAILS EAST OF MILEAGE 26, 10 FEET NORTH
 SA0025'OF AND LEVEL WITH THE TRACK, AND IN THE FOOT OF A ROCK CLIFF.  A
 SA0025'STANDARD DISK, STAMPED C 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1386 ***********************************************************************
 SY1386  DESIGNATION -  C 480
 SY1386  PID         -  SY1386
 SY1386  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1386  USGS QUAD   -  KAMILCHE VALLEY (1981)
 SY1386
 SY1386                         *CURRENT SURVEY CONTROL
 SY1386  ___________________________________________________________________
 SY1386* NAD 83(1986)-  47 02 45.     (N)    123 14 46.     (W)     SCALED    
 SY1386* NAVD 88     -        86.213  (meters)     282.85   (feet)  ADJUSTED  
 SY1386  ___________________________________________________________________
 SY1386  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 SY1386  DYNAMIC HT  -          86.230 (meters)     282.91  (feet)  COMP
 SY1386  MODELED GRAV-     980,811.3   (mgal)                       NAVD 88
 SY1386
 SY1386  VERT ORDER  -  FIRST     CLASS I
 SY1386
 SY1386.The horizontal coordinates were scaled from a topographic map and have
 SY1386.an estimated accuracy of +/- 6 seconds.
 SY1386
 SY1386.The orthometric height was determined by differential leveling
 SY1386.and adjusted by the National Geodetic Survey in June 1991..
 SY1386
 SY1386.The geoid height was determined by GEOID03.
 SY1386
 SY1386.The dynamic height is computed by dividing the NAVD 88
 SY1386.geopotential number by the normal gravity value computed on the
 SY1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1386.degrees latitude (g = 980.6199 gals.).
 SY1386
 SY1386.The modeled gravity was interpolated from observed gravity values.
 SY1386
 SY1386;                    North         East    Units  Estimated Accuracy
 SY1386;SPC WA S     -   193,980.      291,370.      MT  (+/- 180 meters Scaled)
 SY1386
 SY1386                          SUPERSEDED SURVEY CONTROL
 SY1386
 SY1386  NGVD 29 (??/??/??)   85.185  (m)          279.48   (f) ADJUSTED    1 1
 SY1386
 SY1386.Superseded values are not recommended for survey control.
 SY1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1386.See file dsdata.txt to determine how the superseded data were derived.
 SY1386
 SY1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT813102(NAD 83)
 SY1386_MARKER: DB = BENCH MARK DISK
 SY1386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1386_SP_SET: CATCH BASIN
 SY1386_STAMPING: C 480 1974
 SY1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1386
 SY1386  HISTORY     - Date     Condition        Report By
 SY1386  HISTORY     - 1974     MONUMENTED       NGS
 SY1386  HISTORY     - 1987     GOOD             USPSQD
 SY1386  HISTORY     - 1988     GOOD             USPSQD
 SY1386  HISTORY     - 19891002 MARK NOT FOUND   USPSQD
 SY1386  HISTORY     - 1990     GOOD             USPSQD
 SY1386  HISTORY     - 1990     GOOD             USPSQD
 SY1386
 SY1386                          STATION DESCRIPTION
 SY1386
 SY1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1386'2.25 MI E FROM MC CLEARY.
 SY1386'2.25 MI E ALONG STATE HWY 8 FROM THE T JCT OF STATE HWY 108 AT MC
 SY1386'CLEARY 0.2 MI. E OF MILE POST 8 IN TOP OF THE NW CORNER OF 3 X 4 FT.
 SY1386'CONC. BOX CATCH BASIN FOR A 24 IN CONC. PIPE CULVERT 42.5 FT S OF THE
 SY1386'CENTERLINE OF THE E BOUND LANES OF THE HWY 21.0 FT N OF THE CENTERLINE
 SY1386'OF FRONTAGE RD MOX CHEHALIS RD 0.3 FT SE OF NW CORNER CATCH BASIN. 4
 SY1386'FEET BELOW- THE HWY.  0.8 MILES- E OF BM-B 480.
 SY1386
 SY1386                          STATION RECOVERY (1987)
 SY1386
 SY1386'RECOVERY NOTE BY US POWER SQUADRON 1987 (CMS)
 SY1386'RECOVERED IN GOOD CONDITION.
 SY1386
 SY1386                          STATION RECOVERY (1988)
 SY1386
 SY1386'RECOVERY NOTE BY US POWER SQUADRON 1988 (KAS)
 SY1386'RECOVERED IN GOOD CONDITION.
 SY1386
 SY1386                          STATION RECOVERY (1989)
 SY1386
 SY1386'RECOVERY NOTE BY US POWER SQUADRON 1989 (EBO)
 SY1386'MARK NOT FOUND.
 SY1386
 SY1386                          STATION RECOVERY (1990)
 SY1386
 SY1386'RECOVERY NOTE BY US POWER SQUADRON 1990 (KAS)
 SY1386'RECOVERED IN GOOD CONDITION.
 SY1386
 SY1386                          STATION RECOVERY (1990)
 SY1386
 SY1386'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCK)
 SY1386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0698 ***********************************************************************
 TO0698  DESIGNATION -  C 481
 TO0698  PID         -  TO0698
 TO0698  STATE/COUNTY-  WA/PEND OREILLE
 TO0698  USGS QUAD   -  NEWPORT (1986)
 TO0698
 TO0698                         *CURRENT SURVEY CONTROL
 TO0698  ___________________________________________________________________
 TO0698* NAD 83(1986)-  48 10 32.     (N)    117 03 43.     (W)     SCALED    
 TO0698* NAVD 88     -       651.301  (meters)    2136.81   (feet)  ADJUSTED  
 TO0698  ___________________________________________________________________
 TO0698  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 TO0698  DYNAMIC HT  -         651.363 (meters)    2137.01  (feet)  COMP
 TO0698  MODELED GRAV-     980,686.1   (mgal)                       NAVD 88
 TO0698
 TO0698  VERT ORDER  -  FIRST     CLASS II
 TO0698
 TO0698.The horizontal coordinates were scaled from a topographic map and have
 TO0698.an estimated accuracy of +/- 6 seconds.
 TO0698
 TO0698.The orthometric height was determined by differential leveling
 TO0698.and adjusted by the National Geodetic Survey in June 1991..
 TO0698
 TO0698.The geoid height was determined by GEOID03.
 TO0698
 TO0698.The dynamic height is computed by dividing the NAVD 88
 TO0698.geopotential number by the normal gravity value computed on the
 TO0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0698.degrees latitude (g = 980.6199 gals.).
 TO0698
 TO0698.The modeled gravity was interpolated from observed gravity values.
 TO0698
 TO0698;                    North         East    Units  Estimated Accuracy
 TO0698;SPC WA N     -   137,570.      780,360.      MT  (+/- 180 meters Scaled)
 TO0698
 TO0698                          SUPERSEDED SURVEY CONTROL
 TO0698
 TO0698.No superseded survey control is available for this station.
 TO0698
 TO0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP953358(NAD 83)
 TO0698_MARKER: I = METAL ROD
 TO0698_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TO0698_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TO0698_STAMPING: C 481 1980
 TO0698_MARK LOGO: NGS   
 TO0698_PROJECTION: FLUSH
 TO0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0698+STABILITY: POSITION/ELEVATION WELL
 TO0698_ROD/PIPE-DEPTH: 10.7 meters
 TO0698_SLEEVE-DEPTH  : 8.5 meters
 TO0698
 TO0698  HISTORY     - Date     Condition        Report By
 TO0698  HISTORY     - 1980     MONUMENTED       NGS
 TO0698
 TO0698                          STATION DESCRIPTION
 TO0698
 TO0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0698'2.0 KM (1.25 MI) SW FROM NEWPORT.
 TO0698'2.0 KILOMETERS (1.25 MILES) SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE
 TO0698'JUNCTION OF STATE HIGHWAY 20 IN NEWPORT, AT HIGHWAY MILEPOST 333,
 TO0698'SET BETWEEN TWO 24-INCH DIAMETER, TRIANGULARLY BLAZED FIR TREES,
 TO0698'14.0 METERS (46.0 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 70.7
 TO0698'METERS (232 FEET) WEST OF THE CENTERLINE  OF A DIRT DRIVE LEADING
 TO0698'SOUTH, 65.5 METERS (215 FEET) EAST OF THE MILEPOST, 5.9 METERS (19.5
 TO0698'FEET) EAST OF THE WEST, BLAZED FIR TREE, 4.0 METERS (13.5 FEET) WEST
 TO0698'OF THE EAST, BLAZED FIR TREE.
 TO0698'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 TO0698'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0722 ***********************************************************************
 TO0722  DESIGNATION -  C 482
 TO0722  PID         -  TO0722
 TO0722  STATE/COUNTY-  WA/PEND OREILLE
 TO0722  USGS QUAD   -  JARED (1992)
 TO0722
 TO0722                         *CURRENT SURVEY CONTROL
 TO0722  ___________________________________________________________________
 TO0722* NAD 83(1986)-  48 26 23.     (N)    117 19 26.     (W)     SCALED    
 TO0722* NAVD 88     -       631.811  (meters)    2072.87   (feet)  ADJUSTED  
 TO0722  ___________________________________________________________________
 TO0722  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 TO0722  DYNAMIC HT  -         631.883 (meters)    2073.10  (feet)  COMP
 TO0722  MODELED GRAV-     980,704.6   (mgal)                       NAVD 88
 TO0722
 TO0722  VERT ORDER  -  FIRST     CLASS II
 TO0722
 TO0722.The horizontal coordinates were scaled from a topographic map and have
 TO0722.an estimated accuracy of +/- 6 seconds.
 TO0722
 TO0722.The orthometric height was determined by differential leveling
 TO0722.and adjusted by the National Geodetic Survey in June 1991..
 TO0722
 TO0722.The geoid height was determined by GEOID03.
 TO0722
 TO0722.The dynamic height is computed by dividing the NAVD 88
 TO0722.geopotential number by the normal gravity value computed on the
 TO0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0722.degrees latitude (g = 980.6199 gals.).
 TO0722
 TO0722.The modeled gravity was interpolated from observed gravity values.
 TO0722
 TO0722;                    North         East    Units  Estimated Accuracy
 TO0722;SPC WA N     -   165,990.      759,560.      MT  (+/- 180 meters Scaled)
 TO0722
 TO0722                          SUPERSEDED SURVEY CONTROL
 TO0722
 TO0722.No superseded survey control is available for this station.
 TO0722
 TO0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP760652(NAD 83)
 TO0722_MARKER: I = METAL ROD
 TO0722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0722_SP_SET: STAINLESS STEEL ROD
 TO0722_STAMPING: C 482 1980
 TO0722_MARK LOGO: NGS   
 TO0722_PROJECTION: FLUSH
 TO0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0722_ROD/PIPE-DEPTH: 12.2 meters
 TO0722
 TO0722  HISTORY     - Date     Condition        Report By
 TO0722  HISTORY     - 1980     MONUMENTED       NGS
 TO0722
 TO0722                          STATION DESCRIPTION
 TO0722
 TO0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0722'39.6 KM (24.65 MI) NW FROM NEWPORT.
 TO0722'39.6 KILOMETERS (24.65 MILES) NORTHWEST ALONG STATE HIGHWAY 20 FROM
 TO0722'THE JUNCTION OF U.S. HIGHWAY 2 IN NEWPORT, 0.4 KILOMETER (0.25 MILE)
 TO0722'NORTH OF HIGHWAY MILEPOST 412, 0.5 KILOMETER (0.3 MILE) SOUTH OF THE
 TO0722'JUNCTION OF CUSICK CREEK ROAD, SET IN LINE WITH A ROW OF POWER LINE
 TO0722'POLES, AT THE SOUTHEAST END OF A HIGHWAY CURVE, 12.2 METERS (40.0
 TO0722'FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.8 METERS (19.0
 TO0722'FEET) EAST OF THE CENTERLINE OF A DIRT TRACK ROAD LEADING SOUTH, 2.6
 TO0722'METERS (8.5 FEET) SOUTHEAST OF POWER LINE POLE NUMBER AC 290.
 TO0722'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 TO0722'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0747 ***********************************************************************
 TO0747  DESIGNATION -  C 483
 TO0747  PID         -  TO0747
 TO0747  STATE/COUNTY-  WA/PEND OREILLE
 TO0747  USGS QUAD   -  METALINE (1992)
 TO0747
 TO0747                         *CURRENT SURVEY CONTROL
 TO0747  ___________________________________________________________________
 TO0747* NAD 83(1986)-  48 51 32.     (N)    117 23 09.     (W)     SCALED    
 TO0747* NAVD 88     -       648.241  (meters)    2126.77   (feet)  ADJUSTED  
 TO0747  ___________________________________________________________________
 TO0747  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 TO0747  DYNAMIC HT  -         648.321 (meters)    2127.03  (feet)  COMP
 TO0747  MODELED GRAV-     980,714.5   (mgal)                       NAVD 88
 TO0747
 TO0747  VERT ORDER  -  FIRST     CLASS II
 TO0747
 TO0747.The horizontal coordinates were scaled from a topographic map and have
 TO0747.an estimated accuracy of +/- 6 seconds.
 TO0747
 TO0747.The orthometric height was determined by differential leveling
 TO0747.and adjusted by the National Geodetic Survey in June 1991..
 TO0747
 TO0747.The geoid height was determined by GEOID03.
 TO0747
 TO0747.The dynamic height is computed by dividing the NAVD 88
 TO0747.geopotential number by the normal gravity value computed on the
 TO0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0747.degrees latitude (g = 980.6199 gals.).
 TO0747
 TO0747.The modeled gravity was interpolated from observed gravity values.
 TO0747
 TO0747;                    North         East    Units  Estimated Accuracy
 TO0747;SPC WA N     -   212,350.      752,890.      MT  (+/- 180 meters Scaled)
 TO0747
 TO0747                          SUPERSEDED SURVEY CONTROL
 TO0747
 TO0747.No superseded survey control is available for this station.
 TO0747
 TO0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ717118(NAD 83)
 TO0747_MARKER: DB = BENCH MARK DISK
 TO0747_SETTING: 66 = SET IN ROCK OUTCROP
 TO0747_SP_SET: ROCK OUTCROP
 TO0747_STAMPING: C 483 1980
 TO0747_MARK LOGO: NGS   
 TO0747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0747+STABILITY: POSITION/ELEVATION WELL
 TO0747
 TO0747  HISTORY     - Date     Condition        Report By
 TO0747  HISTORY     - 1980     MONUMENTED       NGS
 TO0747
 TO0747                          STATION DESCRIPTION
 TO0747
 TO0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0747'14.5 KM (9.0 MI) NORTH FROM IONE.
 TO0747'14.5 KILOMETER (9.0 MILES) NORTH ALONG STATE HIGHWAY 31 FROM THE
 TO0747'JUNCTION OF MAIN STREET IN IONE, 0.25 KILOMETER (0.15 MILE) NORTHEAST
 TO0747'OF BOUNDARY ROAD NUMBER 2975 LEADING TO BOUNDARY DAM, 0.2 KILOMETER
 TO0747'(0.1 MILE) NORTHEAST OF THE ENTRANCE TO Z CANYON MOTEL, ALSO 1.35
 TO0747'KILOMETERS (0.85 MILE) SOUTHWEST OF THE HIGHWAY BRIDGE OVER THE PEND
 TO0747'OREILLE RIVER IN METALINE, SET IN TOP OF A ROCK OUTCROP, 9.4 METERS
 TO0747'(31.0 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 52.7 METERS
 TO0747'(173 FEET) NORTHEAST OF THE METALINE CITY LIMITS SIGN, 28.0 METERS
 TO0747'(92.0 FEET) NORTHEAST OF UNDERGROUND TELEPHONE JUNCTION BOX NUMBER
 TO0747'205-8, 20.4 METERS (67.0 FEET) NORTHEAST OF THE NORTHWEST END OF A
 TO0747'CONCRETE PIPE CULVERT UNDER THE HIGHWAY.
 TO0747'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 TO0747'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0668 ***********************************************************************
 TO0668  DESIGNATION -  C 484
 TO0668  PID         -  TO0668
 TO0668  STATE/COUNTY-  WA/SPOKANE
 TO0668  USGS QUAD   -  CAMDEN (1980)
 TO0668
 TO0668                         *CURRENT SURVEY CONTROL
 TO0668  ___________________________________________________________________
 TO0668* NAD 83(1986)-  48 02 20.     (N)    117 14 56.     (W)     SCALED    
 TO0668* NAVD 88     -       583.641  (meters)    1914.83   (feet)  ADJUSTED  
 TO0668  ___________________________________________________________________
 TO0668  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 TO0668  DYNAMIC HT  -         583.698 (meters)    1915.02  (feet)  COMP
 TO0668  MODELED GRAV-     980,690.0   (mgal)                       NAVD 88
 TO0668
 TO0668  VERT ORDER  -  FIRST     CLASS II
 TO0668
 TO0668.The horizontal coordinates were scaled from a topographic map and have
 TO0668.an estimated accuracy of +/- 6 seconds.
 TO0668
 TO0668.The orthometric height was determined by differential leveling
 TO0668.and adjusted by the National Geodetic Survey in June 1991..
 TO0668
 TO0668.The geoid height was determined by GEOID03.
 TO0668
 TO0668.The dynamic height is computed by dividing the NAVD 88
 TO0668.geopotential number by the normal gravity value computed on the
 TO0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0668.degrees latitude (g = 980.6199 gals.).
 TO0668
 TO0668.The modeled gravity was interpolated from observed gravity values.
 TO0668
 TO0668;                    North         East    Units  Estimated Accuracy
 TO0668;SPC WA N     -   121,730.      767,180.      MT  (+/- 180 meters Scaled)
 TO0668
 TO0668                          SUPERSEDED SURVEY CONTROL
 TO0668
 TO0668.No superseded survey control is available for this station.
 TO0668
 TO0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP814206(NAD 83)
 TO0668_MARKER: DB = BENCH MARK DISK
 TO0668_SETTING: 66 = SET IN ROCK OUTCROP
 TO0668_SP_SET: ROCK OUTCROP
 TO0668_STAMPING: C 484 1980
 TO0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0668+STABILITY: POSITION/ELEVATION WELL
 TO0668
 TO0668  HISTORY     - Date     Condition        Report By
 TO0668  HISTORY     - 1980     MONUMENTED       NGS
 TO0668  HISTORY     - 1988     GOOD             USPSQD
 TO0668
 TO0668                          STATION DESCRIPTION
 TO0668
 TO0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0668'3.0 KM NE FROM ELK.
 TO0668'3.0 KILOMETERS (1.9 MILES) NORTHEAST ALONG THE ELK-CAMDEN ROAD FROM
 TO0668'THE POST OFFICE IN ELK, 0.4 KILOMETER (0.25 MILE) SOUTHWEST OF THE
 TO0668'JUNCTION OF FRIDEGER ROAD, 0.3 KILOMETER (0.2 MILE) NORTHEAST OF A
 TO0668'BURLINGTON NORTHERN RAILWAY OVERPASS, SET IN TOP OF A ROCK OUTCROP,
 TO0668'5.5 METERS (18.0 FEET) NORTHWEST OF THE CENTERLINE OF THE ROAD, 47.8
 TO0668'METERS (157 FEET) SOUTHWEST OF THE CENTERLINE OF A DIRT DRIVE LEADING
 TO0668'TO A ONE STORY FRAME HOUSE, 42.7 METERS (140 FEET) NORTHEAST OF A
 TO0668'ROAD CURVE SIGN, 3.7 METERS (12.0 FEET) SOUTHEAST OF A WIRE FENCE
 TO0668'LINE, 3.4 METERS (11.0 FEET) SOUTHEAST OF TELEGRAPH POLE NUMBER 78.
 TO0668'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 TO0668'THE MARK IS 0.3 M ABOVE THE ROAD CENTERLINE.
 TO0668
 TO0668                          STATION RECOVERY (1988)
 TO0668
 TO0668'RECOVERY NOTE BY US POWER SQUADRON 1988 (DS)
 TO0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1015 ***********************************************************************
 SV1015  DESIGNATION -  C 485
 SV1015  PID         -  SV1015
 SV1015  STATE/COUNTY-  WA/SPOKANE
 SV1015  USGS QUAD   -  SPOKANE NW (1986)
 SV1015
 SV1015                         *CURRENT SURVEY CONTROL
 SV1015  ___________________________________________________________________
 SV1015* NAD 83(1986)-  47 42 41.     (N)    117 23 44.     (W)     SCALED    
 SV1015* NAVD 88     -       625.799  (meters)    2053.14   (feet)  ADJUSTED  
 SV1015  ___________________________________________________________________
 SV1015  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 SV1015  DYNAMIC HT  -         625.838 (meters)    2053.27  (feet)  COMP
 SV1015  MODELED GRAV-     980,655.1   (mgal)                       NAVD 88
 SV1015
 SV1015  VERT ORDER  -  FIRST     CLASS II
 SV1015
 SV1015.The horizontal coordinates were scaled from a topographic map and have
 SV1015.an estimated accuracy of +/- 6 seconds.
 SV1015
 SV1015.The orthometric height was determined by differential leveling
 SV1015.and adjusted by the National Geodetic Survey in June 1991..
 SV1015
 SV1015.The geoid height was determined by GEOID03.
 SV1015
 SV1015.The dynamic height is computed by dividing the NAVD 88
 SV1015.geopotential number by the normal gravity value computed on the
 SV1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1015.degrees latitude (g = 980.6199 gals.).
 SV1015
 SV1015.The modeled gravity was interpolated from observed gravity values.
 SV1015
 SV1015;                    North         East    Units  Estimated Accuracy
 SV1015;SPC WA N     -    84,850.      757,880.      MT  (+/- 180 meters Scaled)
 SV1015
 SV1015                          SUPERSEDED SURVEY CONTROL
 SV1015
 SV1015.No superseded survey control is available for this station.
 SV1015
 SV1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN703842(NAD 83)
 SV1015_MARKER: I = METAL ROD
 SV1015_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1015_SP_SET: STAINLESS STEEL ROD
 SV1015_STAMPING: C 485 1980
 SV1015_PROJECTION: RECESSED 8 CENTIMETERS
 SV1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1015+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 SV1015_ROD/PIPE-DEPTH: 9.8  meters
 SV1015
 SV1015  HISTORY     - Date     Condition        Report By
 SV1015  HISTORY     - 1980     MONUMENTED       NGS
 SV1015  HISTORY     - 1988     GOOD             USPSQD
 SV1015  HISTORY     - 20040321 GOOD             USPSQD
 SV1015
 SV1015                          STATION DESCRIPTION
 SV1015
 SV1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1015'7.4 KM NE FROM SPOKANE.
 SV1015'6.2 KILOMETERS (3.85 MILES) NORTH ALONG DIVISION STREET FROM THE
 SV1015'BURLINGTON NORTHERN RAILWAY OVERPASS IN SPOKANE, THENCE 1.2 KILOMETERS
 SV1015'(0.75 MILE) EAST ALONG CENTRAL AVENUE, AT THE INTERSECTION OF
 SV1015'NEVADA STREET, AT THE NORTHEAST CORNER OF THE NEVADA CITY PARK, 6.7
 SV1015'METERS (22.0 FEET) SOUTH OF THE SOUTH CURB OF CENTRAL AVENUE, 11.4
 SV1015'METERS (37.5 FEET) WEST OF THE WEST CURB OF NEVADA STREET, 3.4 METERS
 SV1015'(11.0 FEET) SOUTHEAST OF A HONEY LOCUST TREE, 0.9 METER (3.0 FEET)
 SV1015'NORTH OF THE NORTH END OF A NORTH-SOUTH FENCE LINE.
 SV1015'THE MARK IS ABOVE LEVEL WITH THE STREET CENTERLINE.
 SV1015
 SV1015                          STATION RECOVERY (1988)
 SV1015
 SV1015'RECOVERY NOTE BY US POWER SQUADRON 1988 (JER)
 SV1015'RECOVERED IN GOOD CONDITION.
 SV1015
 SV1015                          STATION RECOVERY (2004)
 SV1015
 SV1015'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEL)
 SV1015'FOUND AS DESCRIBED IN 1980 UNDER 4 INCHES LAWN AND ROOTS USING METAL
 SV1015'DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1062 ***********************************************************************
 SV1062  DESIGNATION -  C 486
 SV1062  PID         -  SV1062
 SV1062  STATE/COUNTY-  WA/SPOKANE
 SV1062  USGS QUAD   -  FAIRFIELD (1980)
 SV1062
 SV1062                         *CURRENT SURVEY CONTROL
 SV1062  ___________________________________________________________________
 SV1062* NAD 83(1986)-  47 25 44.     (N)    117 09 10.     (W)     SCALED    
 SV1062* NAVD 88     -       801.659  (meters)    2630.11   (feet)  ADJUSTED  
 SV1062  ___________________________________________________________________
 SV1062  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 SV1062  DYNAMIC HT  -         801.670 (meters)    2630.15  (feet)  COMP
 SV1062  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 SV1062
 SV1062  VERT ORDER  -  FIRST     CLASS II
 SV1062
 SV1062.The horizontal coordinates were scaled from a topographic map and have
 SV1062.an estimated accuracy of +/- 6 seconds.
 SV1062
 SV1062.The orthometric height was determined by differential leveling
 SV1062.and adjusted by the National Geodetic Survey in June 1991..
 SV1062
 SV1062.The geoid height was determined by GEOID03.
 SV1062
 SV1062.The dynamic height is computed by dividing the NAVD 88
 SV1062.geopotential number by the normal gravity value computed on the
 SV1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1062.degrees latitude (g = 980.6199 gals.).
 SV1062
 SV1062.The modeled gravity was interpolated from observed gravity values.
 SV1062
 SV1062;                    North         East    Units  Estimated Accuracy
 SV1062;SPC WA N     -    54,320.      777,580.      MT  (+/- 180 meters Scaled)
 SV1062
 SV1062                          SUPERSEDED SURVEY CONTROL
 SV1062
 SV1062.No superseded survey control is available for this station.
 SV1062
 SV1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN884528(NAD 83)
 SV1062_MARKER: I = METAL ROD
 SV1062_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1062_SP_SET: STAINLESS STEEL ROD
 SV1062_STAMPING: C 486 1980
 SV1062_MARK LOGO: NGS   
 SV1062_PROJECTION: FLUSH
 SV1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1062_ROD/PIPE-DEPTH: 3.0  meters
 SV1062
 SV1062  HISTORY     - Date     Condition        Report By
 SV1062  HISTORY     - 1980     MONUMENTED       NGS
 SV1062  HISTORY     - 1983     GOOD             USPSQD
 SV1062
 SV1062                          STATION DESCRIPTION
 SV1062
 SV1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1062'2.5 KM (1.55 MI) SW FROM ROCKFORD.
 SV1062'2.5 KILOMETERS (1.55 MILES) SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE
 SV1062'UNION PACIFIC RAILWAY OVERPASS IN ROCKFORD, AT THE JUNCTION OF MARSH
 SV1062'ROAD, AT THE T JUNCTION OF TWO POWER LINES, SET IN LINE WITH A ROW
 SV1062'OF POWER LINE POLES, SET BETWEEN A POWER POLE AND ITS GUY WIRE, 7.2
 SV1062'METERS (23.5 FEET) EAST OF THE CENTERLINE OF MARSH ROAD, 71.9 METERS
 SV1062'(236 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.3 METERS (24.0
 SV1062'FEET) SOUTH OF THE GUY WIRE ANCHOR, 1.2 METERS (4.0 FEET) NORTH OF
 SV1062'THE POWER LINE POLE.
 SV1062'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SV1062'THE MARK IS 0.3 M BELOW THE ROAD.
 SV1062
 SV1062                          STATION RECOVERY (1983)
 SV1062
 SV1062'RECOVERY NOTE BY US POWER SQUADRON 1983
 SV1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1037 ***********************************************************************
 SV1037  DESIGNATION -  C 487
 SV1037  PID         -  SV1037
 SV1037  STATE/COUNTY-  WA/WHITMAN
 SV1037  USGS QUAD   -  FARMINGTON (1994)
 SV1037
 SV1037                         *CURRENT SURVEY CONTROL
 SV1037  ___________________________________________________________________
 SV1037* NAD 83(1986)-  47 05 22.     (N)    117 03 09.     (W)     SCALED    
 SV1037* NAVD 88     -       798.465  (meters)    2619.63   (feet)  ADJUSTED  
 SV1037  ___________________________________________________________________
 SV1037  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 SV1037  DYNAMIC HT  -         798.429 (meters)    2619.51  (feet)  COMP
 SV1037  MODELED GRAV-     980,542.2   (mgal)                       NAVD 88
 SV1037
 SV1037  VERT ORDER  -  FIRST     CLASS II
 SV1037
 SV1037.The horizontal coordinates were scaled from a topographic map and have
 SV1037.an estimated accuracy of +/- 6 seconds.
 SV1037
 SV1037.The orthometric height was determined by differential leveling
 SV1037.and adjusted by the National Geodetic Survey in June 1991..
 SV1037
 SV1037.The geoid height was determined by GEOID03.
 SV1037
 SV1037.The dynamic height is computed by dividing the NAVD 88
 SV1037.geopotential number by the normal gravity value computed on the
 SV1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1037.degrees latitude (g = 980.6199 gals.).
 SV1037
 SV1037.The modeled gravity was interpolated from observed gravity values.
 SV1037
 SV1037;                    North         East    Units  Estimated Accuracy
 SV1037;SPC WA S     -   200,920.      761,670.      MT  (+/- 180 meters Scaled)
 SV1037
 SV1037                          SUPERSEDED SURVEY CONTROL
 SV1037
 SV1037.No superseded survey control is available for this station.
 SV1037
 SV1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN960151(NAD 83)
 SV1037_MARKER: DB = BENCH MARK DISK
 SV1037_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SV1037_SP_SET: SMALL BRIDGE ABUTMENT
 SV1037_STAMPING: C 487 1980
 SV1037_MARK LOGO: NGS   
 SV1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1037+STABILITY: SURFACE MOTION
 SV1037
 SV1037  HISTORY     - Date     Condition        Report By
 SV1037  HISTORY     - 1980     MONUMENTED       NGS
 SV1037
 SV1037                          STATION DESCRIPTION
 SV1037
 SV1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1037'IN FARMINGTON.
 SV1037'AT THE JUNCTION OF GARFIELD-FARMINGTON AND BELMONT-FARMINGTON ROADS
 SV1037'IN FARMINGTON, ALSO 17.9 KILOMETERS (11.1 MILES) SOUTHEAST ALONG
 SV1037'FARMINGTON ROAD FROM THE POST OFFICE IN TEKOA, SET IN TOP OF THE
 SV1037'EAST END OF THE NORTH CONCRETE ABUTMENT OF A SMALL ROAD BRIDGE OVER
 SV1037'PINE CREEK, 4.9 METERS (16.0 FEET) EAST OF THE CENTERLINE OF
 SV1037'GARFIELD-FARMINGTON ROAD.
 SV1037'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1427 ***********************************************************************
 RZ1427  DESIGNATION -  C 488
 RZ1427  PID         -  RZ1427
 RZ1427  STATE/COUNTY-  WA/WHITMAN
 RZ1427  USGS QUAD   -  PULLMAN (1975)
 RZ1427
 RZ1427                         *CURRENT SURVEY CONTROL
 RZ1427  ___________________________________________________________________
 RZ1427* NAD 83(1986)-  46 41 30.     (N)    117 09 04.     (W)     SCALED    
 RZ1427* NAVD 88     -       740.091  (meters)    2428.12   (feet)  ADJUSTED  
 RZ1427  ___________________________________________________________________
 RZ1427  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 RZ1427  DYNAMIC HT  -         740.048 (meters)    2427.97  (feet)  COMP
 RZ1427  MODELED GRAV-     980,531.3   (mgal)                       NAVD 88
 RZ1427
 RZ1427  VERT ORDER  -  FIRST     CLASS II
 RZ1427
 RZ1427.The horizontal coordinates were scaled from a topographic map and have
 RZ1427.an estimated accuracy of +/- 6 seconds.
 RZ1427
 RZ1427.The orthometric height was determined by differential leveling
 RZ1427.and adjusted by the National Geodetic Survey in June 1991..
 RZ1427
 RZ1427.The geoid height was determined by GEOID03.
 RZ1427
 RZ1427.The dynamic height is computed by dividing the NAVD 88
 RZ1427.geopotential number by the normal gravity value computed on the
 RZ1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1427.degrees latitude (g = 980.6199 gals.).
 RZ1427
 RZ1427.The modeled gravity was interpolated from observed gravity values.
 RZ1427
 RZ1427;                    North         East    Units  Estimated Accuracy
 RZ1427;SPC WA S     -   156,420.      756,070.      MT  (+/- 180 meters Scaled)
 RZ1427
 RZ1427                          SUPERSEDED SURVEY CONTROL
 RZ1427
 RZ1427.No superseded survey control is available for this station.
 RZ1427
 RZ1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM884709(NAD 83)
 RZ1427_MARKER: DB = BENCH MARK DISK
 RZ1427_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1427_SP_SET: ROCK OUTCROP
 RZ1427_STAMPING: C 488 1980
 RZ1427_MARK LOGO: NGS   
 RZ1427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1427+STABILITY: POSITION/ELEVATION WELL
 RZ1427
 RZ1427  HISTORY     - Date     Condition        Report By
 RZ1427  HISTORY     - 1980     MONUMENTED       NGS
 RZ1427
 RZ1427                          STATION DESCRIPTION
 RZ1427
 RZ1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1427'5.5 KM (3.4 MI) SE FROM PULLMAN.
 RZ1427'5.5 KILOMETERS (3.4 MILES) SOUTHEAST ALONG THE BURLINGTON NORTHERN
 RZ1427'RAILWAY FROM THE STATION IN PULLMAN, 0.8 KILOMETER (0.5 MILE)
 RZ1427'SOUTHEAST OF ROAD MILEPOST 2, AT THE BUSBY ROAD CROSSING, SET IN
 RZ1427'TOP OF A ROCK OUTCROP AT THE SOUTHEAST CORNER OF THE BOWER PROPERTY,
 RZ1427'70.1 METERS (230 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS,
 RZ1427'38.1 METERS (125 FEET) NORTH OF THE CENTERLINE OF A SAND ROAD, 28.0
 RZ1427'METERS (92.0 FEET) SOUTHWEST OF POWER LINE POLE NUMBER 97-32, 15.7
 RZ1427'METERS (51.5 FEET) SOUTHEAST OF A POWER LINE GUY POLE, 13.7 METERS
 RZ1427'(45.0 FEET) SOUTHWEST OF THE Y JUNCTION OF A GRAVEL DRIVE TO THE
 RZ1427'BOWER RESIDENCE, 4.6 METERS (15.0 FEET) NORTH OF THE CENTERLINE OF
 RZ1427'THE GRAVEL DRIVE, 2.0 METERS (6.5 FEET) NORTH OF THE SOUTH EDGE OF THE
 RZ1427'OUTCROP, 1.9 METERS (6.3 FEET) EAST OF THE WEST EDGE OF THE OUTCROP.
 RZ1427'THE MARK IS 1.5 M ABOVE THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1341 ***********************************************************************
 RZ1341  DESIGNATION -  C 489
 RZ1341  PID         -  RZ1341
 RZ1341  STATE/COUNTY-  WA/ASOTIN
 RZ1341  USGS QUAD   -  CLARKSTON (1971)
 RZ1341
 RZ1341                         *CURRENT SURVEY CONTROL
 RZ1341  ___________________________________________________________________
 RZ1341* NAD 83(1986)-  46 25 09.     (N)    117 06 44.     (W)     SCALED    
 RZ1341* NAVD 88     -       228.272  (meters)     748.92   (feet)  ADJUSTED  
 RZ1341  ___________________________________________________________________
 RZ1341  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 RZ1341  DYNAMIC HT  -         228.271 (meters)     748.92  (feet)  COMP
 RZ1341  MODELED GRAV-     980,604.4   (mgal)                       NAVD 88
 RZ1341
 RZ1341  VERT ORDER  -  FIRST     CLASS II
 RZ1341
 RZ1341.The horizontal coordinates were scaled from a topographic map and have
 RZ1341.an estimated accuracy of +/- 6 seconds.
 RZ1341
 RZ1341.The orthometric height was determined by differential leveling
 RZ1341.and adjusted by the National Geodetic Survey in June 1991..
 RZ1341
 RZ1341.The geoid height was determined by GEOID03.
 RZ1341
 RZ1341.The dynamic height is computed by dividing the NAVD 88
 RZ1341.geopotential number by the normal gravity value computed on the
 RZ1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1341.degrees latitude (g = 980.6199 gals.).
 RZ1341
 RZ1341.The modeled gravity was interpolated from observed gravity values.
 RZ1341
 RZ1341;                    North         East    Units  Estimated Accuracy
 RZ1341;SPC WA S     -   126,280.      760,340.      MT  (+/- 180 meters Scaled)
 RZ1341
 RZ1341                          SUPERSEDED SURVEY CONTROL
 RZ1341
 RZ1341.No superseded survey control is available for this station.
 RZ1341
 RZ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM913406(NAD 83)
 RZ1341_MARKER: DB = BENCH MARK DISK
 RZ1341_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1341_SP_SET: ROCK OUTCROP
 RZ1341_STAMPING: C 489 1980
 RZ1341_MARK LOGO: NGS   
 RZ1341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1341+STABILITY: POSITION/ELEVATION WELL
 RZ1341
 RZ1341  HISTORY     - Date     Condition        Report By
 RZ1341  HISTORY     - 1980     MONUMENTED       NGS
 RZ1341
 RZ1341                          STATION DESCRIPTION
 RZ1341
 RZ1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1341'6.1 KM (3.8 MI) WEST FROM CLARKSTON.
 RZ1341'6.1 KILOMETERS (3.8 MILES) EAST ALONG U.S. HIGHWAY 12 FROM THE WEST
 RZ1341'END OF THE HIGHWAY BRIDGE OVER THE SNAKE RIVER IN CLARKSTON, 0.3
 RZ1341'KILOMETER (0.2 MILE) SOUTHEAST OF HIGHWAY MILEPOST 430, 0.2 KILOMETER
 RZ1341'(0.1 MILE) EAST OF THE T JUNCTION OF EVANS ROAD, SET VERTICALLY IN A
 RZ1341'SMOOTH FACE OF ROCK OUTCROP, 17.9 METERS (58.7 FEET) SOUTH OF THE
 RZ1341'CENTERLINE OF THE HIGHWAY, 27.3 METERS (89.5 FEET) EAST-SOUTHEAST
 RZ1341'OF THE EAST END OF A STEEL GUARDRAIL, 12.2 METERS (40.0 FEET) EAST
 RZ1341'OF THE SOUTHEAST END OF A BARBED WIRE HIGHWAY RIGHT-OF-WAY FENCE,
 RZ1341'1.5 METERS (5.0 FEET) ABOVE THE GROUND.
 RZ1341'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0734 ***********************************************************************
 SA0734  DESIGNATION -  C 49
 SA0734  PID         -  SA0734
 SA0734  STATE/COUNTY-  WA/GRANT
 SA0734  USGS QUAD   -  CORFU (1986)
 SA0734
 SA0734                         *CURRENT SURVEY CONTROL
 SA0734  ___________________________________________________________________
 SA0734* NAD 83(1986)-  46 47 42.     (N)    119 29 35.     (W)     SCALED    
 SA0734* NAVD 88     -       572.403  (meters)    1877.96   (feet)  ADJUSTED  
 SA0734  ___________________________________________________________________
 SA0734  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SA0734  DYNAMIC HT  -         572.455 (meters)    1878.13  (feet)  COMP
 SA0734  MODELED GRAV-     980,685.5   (mgal)                       NAVD 88
 SA0734
 SA0734  VERT ORDER  -  SECOND    CLASS 0
 SA0734
 SA0734.The horizontal coordinates were scaled from a topographic map and have
 SA0734.an estimated accuracy of +/- 6 seconds.
 SA0734
 SA0734.The orthometric height was determined by differential leveling
 SA0734.and adjusted by the National Geodetic Survey in June 1991..
 SA0734
 SA0734.The geoid height was determined by GEOID03.
 SA0734
 SA0734.The dynamic height is computed by dividing the NAVD 88
 SA0734.geopotential number by the normal gravity value computed on the
 SA0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0734.degrees latitude (g = 980.6199 gals.).
 SA0734
 SA0734.The modeled gravity was interpolated from observed gravity values.
 SA0734
 SA0734;                    North         East    Units  Estimated Accuracy
 SA0734;SPC WA S     -   162,960.      576,870.      MT  (+/- 180 meters Scaled)
 SA0734
 SA0734                          SUPERSEDED SURVEY CONTROL
 SA0734
 SA0734  NGVD 29 (??/??/92)  571.346  (m)         1874.49   (f) ADJ UNCH    2 0
 SA0734
 SA0734.Superseded values are not recommended for survey control.
 SA0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0734.See file dsdata.txt to determine how the superseded data were derived.
 SA0734
 SA0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM097854(NAD 83)
 SA0734_MARKER: DB = BENCH MARK DISK
 SA0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0734_STAMPING: C 49 1934
 SA0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0734+STABILITY: SURFACE MOTION
 SA0734
 SA0734  HISTORY     - Date     Condition        Report By
 SA0734  HISTORY     - 1934     MONUMENTED       CGS
 SA0734  HISTORY     - 1967     GOOD             NGS
 SA0734
 SA0734                          STATION DESCRIPTION
 SA0734
 SA0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA0734'3.4 MI SW FROM CORFU.
 SA0734'REACHED FROM THE RAILROAD CROSSING IN CORFU (BM 750 (USGS)) BY
 SA0734'FOLLOWING THE WINDING ROAD SOUTHERLY UP THE MOUNTAIN FOR 2.8 MILES TO
 SA0734'A FORK, KEEP RIGHT 0.25 MILE TO A REVERSE Y, CONTINUE WESTERLY 0.65
 SA0734'MILE TO A FORK IN A SADDLE (BM 1981 (USGS) ON THE LEFT), KEEP THE LEFT
 SA0734'FORK, DOWNHILL, FOR 0.3 MILE TO A 160-DEGREE CURVE AND THE MARK 19
 SA0734'YARDS SOUTH OF THE ROAD, ON THE NORTHERN SLOPE OF A HILL WITH A DEEP
 SA0734'VALLEY ON EITHER SIDE.  THE MARK IS A STANDARD DISK STAMPED C 49 1934,
 SA0734'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH, ABOUT 6 FEET
 SA0734'LOWER THAN THE SUMMIT OF THE HILL TO THE SOUTH.  A METAL WITNESS POST
 SA0734'WAS SET 1 FOOT SOUTHEAST OF THE MARK.  THE MARK IS ABOUT 0.1 MILE EAST
 SA0734'OF THE SOUTHWEST CORNER OF SECTION 7, T15N, R27E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0514 ***********************************************************************
 TR0514  DESIGNATION -  C 5
 TR0514  PID         -  TR0514
 TR0514  STATE/COUNTY-  WA/ISLAND
 TR0514  USGS QUAD   -  OAK HARBOR (1973)
 TR0514
 TR0514                         *CURRENT SURVEY CONTROL
 TR0514  ___________________________________________________________________
 TR0514* NAD 83(1991)-  48 18 27.99357(N)    122 39 56.54462(W)     ADJUSTED  
 TR0514* NAVD 88     -        65.403  (meters)     214.58   (feet)  ADJUSTED  
 TR0514  ___________________________________________________________________
 TR0514  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 TR0514  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 TR0514  DYNAMIC HT  -          65.418 (meters)     214.63  (feet)  COMP
 TR0514  MODELED GRAV-     980,845.2   (mgal)                       NAVD 88
 TR0514
 TR0514  HORZ ORDER  -  THIRD
 TR0514  VERT ORDER  -  FIRST     CLASS II
 TR0514
 TR0514.The horizontal coordinates were established by classical geodetic methods
 TR0514.and adjusted by the National Geodetic Survey in December 1991..
 TR0514
 TR0514.The orthometric height was determined by differential leveling
 TR0514.and adjusted by the National Geodetic Survey in June 1991..
 TR0514
 TR0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0514
 TR0514.The geoid height was determined by GEOID03.
 TR0514
 TR0514.The dynamic height is computed by dividing the NAVD 88
 TR0514.geopotential number by the normal gravity value computed on the
 TR0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0514.degrees latitude (g = 980.6199 gals.).
 TR0514
 TR0514.The modeled gravity was interpolated from observed gravity values.
 TR0514
 TR0514;                    North         East     Units Scale Factor Converg.
 TR0514;SPC WA N     -   147,020.753   364,093.741   MT  0.99994773   -1 21 51.3
 TR0514;SPC WA N     -   482,350.59  1,194,530.88   sFT  0.99994773   -1 21 51.3
 TR0514;UTM  10      - 5,350,563.167   524,788.066   MT  0.99960755   +0 14 58.7
 TR0514
 TR0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0514!SPC WA N     -   0.99999324  x   0.99994773  =   0.99994097
 TR0514!UTM  10      -   0.99999324  x   0.99960755  =   0.99960079
 TR0514
 TR0514                          SUPERSEDED SURVEY CONTROL
 TR0514
 TR0514  NAD 83(1986)-  48 18 27.99401(N)    122 39 56.54944(W) AD(       ) 3
 TR0514  NAD 27      -  48 18 28.63500(N)    122 39 51.92600(W) AD(       ) 3
 TR0514  NGVD 29 (??/??/92)   64.255  (m)          210.81   (f) ADJ UNCH    1 2
 TR0514
 TR0514.Superseded values are not recommended for survey control.
 TR0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0514.See file dsdata.txt to determine how the superseded data were derived.
 TR0514
 TR0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2478850563(NAD 83)
 TR0514_MARKER: DB = BENCH MARK DISK
 TR0514_SETTING: 0 = UNSPECIFIED SETTING
 TR0514_STAMPING: C 5 1952
 TR0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0514
 TR0514  HISTORY     - Date     Condition        Report By
 TR0514  HISTORY     - 1952     MONUMENTED       CGS
 TR0514  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0514  HISTORY     - 1973     GOOD             USGS
 TR0514
 TR0514                          STATION DESCRIPTION
 TR0514
 TR0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0514'THE STATION IS ON THE NORTH SIDE OF THE ROAD 0.4 MILE WEST AND
 TR0514'NORTH OF THE OAK HARBOR POST OFFICE.
 TR0514'
 TR0514'THE MARK IS A STANDARD BRONZE DISK, STAMPED C-5, 1952, SET IN A
 TR0514'CONCRETE MONUMENT, PROJECTING 4 INCHES ABOVE THE GROUND, WHICH IS
 TR0514'72.5 FT. NORTHWEST AND ACROSS THE ROAD FROM A LOG GATE AND TRUCK
 TR0514'ROAD LEADING SOUTH, 29.0 FT. NORTH OF THE CENTERLINE OF THE ROAD,
 TR0514'35.5 FT. WEST OF A TELEPHONE POLE AND 9.0 FT. EAST OF THE
 TR0514'CENTERLINE OF AN OLD TRUCK ROAD LEADING NORTHWEST.
 TR0514
 TR0514                          STATION RECOVERY (1960)
 TR0514
 TR0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0514'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR0514'MARK IS 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST
 TR0514'OF A WITNESS POST AND PROJECTS 4 INCHES ABOVE THE GROUND.
 TR0514
 TR0514                          STATION RECOVERY (1973)
 TR0514
 TR0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0514'2.0 MI NW FROM OAK HARBOR.
 TR0514'0.2 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR.
 TR0514'THENCE 0.4 MILE N. ALONG STATE HWY. 20.  THENCE 1.0 MILE N. ALONG OAK
 TR0514'HARBOR ROAD (80 NW. STREET).  THENCE 0.4 MILE WEST ALONG CROSBY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0733 ***********************************************************************
 SC0733  DESIGNATION -  C 5 6 B
 SC0733  PID         -  SC0733
 SC0733  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0733  USGS QUAD   -  ABERDEEN (1994)
 SC0733
 SC0733                         *CURRENT SURVEY CONTROL
 SC0733  ___________________________________________________________________
 SC0733* NAD 83(1986)-  46 58 46.     (N)    123 46 58.     (W)     SCALED    
 SC0733* NAVD 88     -         8.046  (meters)      26.40   (feet)  ADJUSTED  
 SC0733  ___________________________________________________________________
 SC0733  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 SC0733  DYNAMIC HT  -           8.048 (meters)      26.40  (feet)  COMP
 SC0733  MODELED GRAV-     980,766.5   (mgal)                       NAVD 88
 SC0733
 SC0733  VERT ORDER  -  FIRST     CLASS I
 SC0733
 SC0733.The horizontal coordinates were scaled from a topographic map and have
 SC0733.an estimated accuracy of +/- 6 seconds.
 SC0733
 SC0733.The orthometric height was determined by differential leveling
 SC0733.and adjusted by the National Geodetic Survey in June 1991..
 SC0733
 SC0733.The geoid height was determined by GEOID03.
 SC0733
 SC0733.The dynamic height is computed by dividing the NAVD 88
 SC0733.geopotential number by the normal gravity value computed on the
 SC0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0733.degrees latitude (g = 980.6199 gals.).
 SC0733
 SC0733.The modeled gravity was interpolated from observed gravity values.
 SC0733
 SC0733;                    North         East    Units  Estimated Accuracy
 SC0733;SPC WA S     -   188,170.      250,320.      MT  (+/- 180 meters Scaled)
 SC0733
 SC0733                          SUPERSEDED SURVEY CONTROL
 SC0733
 SC0733  NGVD 29 (??/??/92)    7.042  (m)           23.10   (f) ADJ UNCH    1 1
 SC0733
 SC0733.Superseded values are not recommended for survey control.
 SC0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0733.See file dsdata.txt to determine how the superseded data were derived.
 SC0733
 SC0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT404031(NAD 83)
 SC0733_MARKER: DD = SURVEY DISK
 SC0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0733_STAMPING: C5-6B
 SC0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0733+STABILITY: SURFACE MOTION
 SC0733
 SC0733  HISTORY     - Date     Condition        Report By
 SC0733  HISTORY     - UNK      MONUMENTED       DOD
 SC0733  HISTORY     - 1974     GOOD             NGS
 SC0733
 SC0733                          STATION DESCRIPTION
 SC0733
 SC0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0733'1.4 MI E FROM ABERDEEN.
 SC0733'1.4 MI E ALONG THE BURLINGTON NORTHERN RR FROM THE STEEL DRAW SPAN
 SC0733'BRIDGE OVER THE WISHKAH RIVER 0.05 MI W OF THE CROSSING OF A ASPHALT
 SC0733'RD. IN A CLEARING 62.0 FT S OF S RAIL 68.5 FT N OF THE CENTERLINE
 SC0733'ASPHALT RD LEADING E - W 180.0 FT NE OF BM D478 18.0 FT SSE OF
 SC0733'TELEPHONE POLE 1414 49.7 FT SW OF T JCT POWERPOLE 855.  1.7 FEET 5 OF
 SC0733'A WITNESS POST 2 FEET ABOVE- TRACKS 0.5 MILES-E OF BM-C 478.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1760 ***********************************************************************
 SA1760  DESIGNATION -  C 502
 SA1760  PID         -  SA1760
 SA1760  STATE/COUNTY-  WA/WALLA WALLA
 SA1760  USGS QUAD   -  WALLULA (1992)
 SA1760
 SA1760                         *CURRENT SURVEY CONTROL
 SA1760  ___________________________________________________________________
 SA1760* NAD 83(1986)-  46 06 47.     (N)    118 55 17.     (W)     SCALED    
 SA1760* NAVD 88     -       113.146  (meters)     371.21   (feet)  ADJUSTED  
 SA1760  ___________________________________________________________________
 SA1760  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SA1760  DYNAMIC HT  -         113.148 (meters)     371.22  (feet)  COMP
 SA1760  MODELED GRAV-     980,632.9   (mgal)                       NAVD 88
 SA1760
 SA1760  VERT ORDER  -  FIRST     CLASS II
 SA1760
 SA1760.The horizontal coordinates were scaled from a topographic map and have
 SA1760.an estimated accuracy of +/- 6 seconds.
 SA1760
 SA1760.The orthometric height was determined by differential leveling
 SA1760.and adjusted by the National Geodetic Survey in June 1991..
 SA1760
 SA1760.The geoid height was determined by GEOID03.
 SA1760
 SA1760.The dynamic height is computed by dividing the NAVD 88
 SA1760.geopotential number by the normal gravity value computed on the
 SA1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1760.degrees latitude (g = 980.6199 gals.).
 SA1760
 SA1760.The modeled gravity was interpolated from observed gravity values.
 SA1760
 SA1760;                    North         East    Units  Estimated Accuracy
 SA1760;SPC WA S     -    87,890.      622,020.      MT  (+/- 180 meters Scaled)
 SA1760
 SA1760                          SUPERSEDED SURVEY CONTROL
 SA1760
 SA1760.No superseded survey control is available for this station.
 SA1760
 SA1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM515084(NAD 83)
 SA1760_MARKER: I = METAL ROD
 SA1760_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SA1760_SP_SET: STAINLESS STEEL ROD
 SA1760_STAMPING: C 502 1981
 SA1760_MARK LOGO: NGS   
 SA1760_PROJECTION: FLUSH
 SA1760_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1760+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 SA1760_ROD/PIPE-DEPTH: 4.8  meters
 SA1760
 SA1760  HISTORY     - Date     Condition        Report By
 SA1760  HISTORY     - 1981     MONUMENTED       NGS
 SA1760  HISTORY     - 20010717 GOOD             WADT
 SA1760  HISTORY     - 20031212 GOOD             GEOCAC
 SA1760
 SA1760                          STATION DESCRIPTION
 SA1760
 SA1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1760'2.1 KM (1.95 MI) NORTH FROM WALLULA.
 SA1760'2.1 KM (1.95 MI) NORTH ALONG US HIGHWAY 12 AND 395 FROM THE NORTH T
 SA1760'JUNCTION OF WALLULA ROAD AT WALLULA, AT THE WEST CORNER OF THE T
 SA1760'JUNCTION OF ATTALIA ROAD, 0.7 KM (0.4 MI) NORTH OF MILEPOST 304, 17.8
 SA1760'METERS (58.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 38.1
 SA1760'METERS (125 FT) NORTHWEST OF THE CENTER OF ATTALIA ROAD, 0.8 METERS
 SA1760'(2.5 FT ) SOUTHEAST OF POWER POLE NUMBER 034200 FOR A SPUR LINE
 SA1760'CROSSING THE HIGHWAY AND LEADING SOUTHWEST.
 SA1760'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 SA1760'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 SA1760
 SA1760                          STATION RECOVERY (2001)
 SA1760
 SA1760'RECOVERY NOTE BY WA DEPT OF TRANSP 2001 (ELS)
 SA1760'RECOVERED AS DESCRIBED.
 SA1760
 SA1760                          STATION RECOVERY (2003)
 SA1760
 SA1760'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA1760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1787 ***********************************************************************
 SA1787  DESIGNATION -  C 503
 SA1787  PID         -  SA1787
 SA1787  STATE/COUNTY-  WA/FRANKLIN
 SA1787  USGS QUAD   -  MESA WEST (1986)
 SA1787
 SA1787                         *CURRENT SURVEY CONTROL
 SA1787  ___________________________________________________________________
 SA1787* NAD 83(1986)-  46 31 44.     (N)    119 00 56.     (W)     SCALED    
 SA1787* NAVD 88     -       210.954  (meters)     692.10   (feet)  ADJUSTED  
 SA1787  ___________________________________________________________________
 SA1787  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 SA1787  DYNAMIC HT  -         210.961 (meters)     692.13  (feet)  COMP
 SA1787  MODELED GRAV-     980,646.0   (mgal)                       NAVD 88
 SA1787
 SA1787  VERT ORDER  -  FIRST     CLASS II
 SA1787
 SA1787.The horizontal coordinates were scaled from a topographic map and have
 SA1787.an estimated accuracy of +/- 6 seconds.
 SA1787
 SA1787.The orthometric height was determined by differential leveling
 SA1787.and adjusted by the National Geodetic Survey in June 1991..
 SA1787
 SA1787.The geoid height was determined by GEOID03.
 SA1787
 SA1787.The dynamic height is computed by dividing the NAVD 88
 SA1787.geopotential number by the normal gravity value computed on the
 SA1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1787.degrees latitude (g = 980.6199 gals.).
 SA1787
 SA1787.The modeled gravity was interpolated from observed gravity values.
 SA1787
 SA1787;                    North         East    Units  Estimated Accuracy
 SA1787;SPC WA S     -   133,960.      613,870.      MT  (+/- 180 meters Scaled)
 SA1787
 SA1787                          SUPERSEDED SURVEY CONTROL
 SA1787
 SA1787.No superseded survey control is available for this station.
 SA1787
 SA1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM454547(NAD 83)
 SA1787_MARKER: I = METAL ROD
 SA1787_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SA1787_SP_SET: STAINLESS STEEL ROD
 SA1787_STAMPING: C 503 1981
 SA1787_MARK LOGO: NGS   
 SA1787_PROJECTION: FLUSH
 SA1787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA1787_ROD/PIPE-DEPTH: 4.5  meters
 SA1787
 SA1787  HISTORY     - Date     Condition        Report By
 SA1787  HISTORY     - 1981     MONUMENTED       NGS
 SA1787
 SA1787                          STATION DESCRIPTION
 SA1787
 SA1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1787'9.0 KM (5.6 MI) NORTH FROM ELTOPIA.
 SA1787'9.0 KM (5.6 MI) NORTH ALONG U.S. HIGHWAY 395 FROM THE JUNCTION OF
 SA1787'BLANTON ROAD IN ELTOPIA, AT THE NORTH END OF A LONG ALLUVIAL HIGHWAY
 SA1787'CUT, IN LINE WITH A ROW OF TELEPHONE POLES, 96.0 METERS (315 FT)
 SA1787'NORTH-NORTHWEST ACROSS THE HIGHWAY FROM HIGHWAY MILEPOST 43, 30.5
 SA1787'METERS (100 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 10.4 METERS
 SA1787'(34.0 FT) EAST OF THE TOP EDGE OF THE EAST CUT BANK FOR THE BURLINTON
 SA1787'NORTHERN RAILROAD, 0.6 METERS (2.0 FT) NORTH OF THE THIRD TELEPHONE
 SA1787'POLE SOUTH OF A RAILROAD SIGNAL RELAY SEMAPHORE, 0.3 METERS (1.0 FT)
 SA1787'SOUTH OF A STUMP OF A TELEPHONE POLE PROJECTING 14 INCHES, 2.4 METERS
 SA1787'(8.0 FT) ABOVE THE TRACKS.
 SA1787'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 SA1787'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1811 ***********************************************************************
 SA1811  DESIGNATION -  C 504
 SA1811  PID         -  SA1811
 SA1811  STATE/COUNTY-  WA/ADAMS
 SA1811  USGS QUAD   -  HATTON (1970)
 SA1811
 SA1811                         *CURRENT SURVEY CONTROL
 SA1811  ___________________________________________________________________
 SA1811* NAD 83(1986)-  46 46 18.     (N)    118 49 33.     (W)     SCALED    
 SA1811* NAVD 88     -       322.912  (meters)    1059.42   (feet)  ADJUSTED  
 SA1811  ___________________________________________________________________
 SA1811  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 SA1811  DYNAMIC HT  -         322.922 (meters)    1059.45  (feet)  COMP
 SA1811  MODELED GRAV-     980,637.2   (mgal)                       NAVD 88
 SA1811
 SA1811  VERT ORDER  -  FIRST     CLASS II
 SA1811
 SA1811.The horizontal coordinates were scaled from a topographic map and have
 SA1811.an estimated accuracy of +/- 6 seconds.
 SA1811
 SA1811.The orthometric height was determined by differential leveling
 SA1811.and adjusted by the National Geodetic Survey in June 1991..
 SA1811
 SA1811.The geoid height was determined by GEOID03.
 SA1811
 SA1811.The dynamic height is computed by dividing the NAVD 88
 SA1811.geopotential number by the normal gravity value computed on the
 SA1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1811.degrees latitude (g = 980.6199 gals.).
 SA1811
 SA1811.The modeled gravity was interpolated from observed gravity values.
 SA1811
 SA1811;                    North         East    Units  Estimated Accuracy
 SA1811;SPC WA S     -   161,230.      627,850.      MT  (+/- 180 meters Scaled)
 SA1811
 SA1811                          SUPERSEDED SURVEY CONTROL
 SA1811
 SA1811.No superseded survey control is available for this station.
 SA1811
 SA1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM606814(NAD 83)
 SA1811_MARKER: DB = BENCH MARK DISK
 SA1811_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SA1811_SP_SET: WINGWALL ON BEDROCK
 SA1811_STAMPING: C 504 1981
 SA1811_MARK LOGO: NGS   
 SA1811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1811+STABILITY: POSITION/ELEVATION WELL
 SA1811
 SA1811  HISTORY     - Date     Condition        Report By
 SA1811  HISTORY     - 1981     MONUMENTED       NGS
 SA1811
 SA1811                          STATION DESCRIPTION
 SA1811
 SA1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1811'IN HATTON.
 SA1811'IN HATTON, SET IN TOP OF THE NORTH END OF THE SOUTHEAST WINGWALL OF A
 SA1811'HATTON ROAD BRIDGE OVER A COULEE PARALLELING THE BURLINGTON NORTHERN
 SA1811'RAILROAD, 5.1 METERS (17.0 FT) SOUTH OF THE CNETERLINE OF HATTON ROAD,
 SA1811'15.8 METERS (52.0 FT) EAST OF THE EAST RAIL OF THE TRACKS, 1.6 METERS
 SA1811'(5.3 FT) NORTH OF THE SOUTH END OF THE WINGWALL.
 SA1811'THE MARK IS 0.3 M BELOW THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0913 ***********************************************************************
 SW0913  DESIGNATION -  C 505
 SW0913  PID         -  SW0913
 SW0913  STATE/COUNTY-  WA/ADAMS
 SW0913  USGS QUAD   -  REIMAN (1967)
 SW0913
 SW0913                         *CURRENT SURVEY CONTROL
 SW0913  ___________________________________________________________________
 SW0913* NAD 83(1986)-  47 11 30.     (N)    118 41 13.     (W)     SCALED    
 SW0913* NAVD 88     -       549.939  (meters)    1804.26   (feet)  ADJUSTED  
 SW0913  ___________________________________________________________________
 SW0913  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 SW0913  DYNAMIC HT  -         549.966 (meters)    1804.35  (feet)  COMP
 SW0913  MODELED GRAV-     980,644.7   (mgal)                       NAVD 88
 SW0913
 SW0913  VERT ORDER  -  FIRST     CLASS II
 SW0913
 SW0913.The horizontal coordinates were scaled from a topographic map and have
 SW0913.an estimated accuracy of +/- 6 seconds.
 SW0913
 SW0913.The orthometric height was determined by differential leveling
 SW0913.and adjusted by the National Geodetic Survey in June 1991..
 SW0913
 SW0913.The geoid height was determined by GEOID03.
 SW0913
 SW0913.The dynamic height is computed by dividing the NAVD 88
 SW0913.geopotential number by the normal gravity value computed on the
 SW0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0913.degrees latitude (g = 980.6199 gals.).
 SW0913
 SW0913.The modeled gravity was interpolated from observed gravity values.
 SW0913
 SW0913;                    North         East    Units  Estimated Accuracy
 SW0913;SPC WA S     -   208,140.      637,380.      MT  (+/- 180 meters Scaled)
 SW0913
 SW0913                          SUPERSEDED SURVEY CONTROL
 SW0913
 SW0913.No superseded survey control is available for this station.
 SW0913
 SW0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN722278(NAD 83)
 SW0913_MARKER: I = METAL ROD
 SW0913_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0913_SP_SET: STAINLESS STEEL ROD
 SW0913_STAMPING: C 505 1981
 SW0913_MARK LOGO: NGS   
 SW0913_PROJECTION: FLUSH
 SW0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0913_ROD/PIPE-DEPTH: 4.8  meters
 SW0913
 SW0913  HISTORY     - Date     Condition        Report By
 SW0913  HISTORY     - 1981     MONUMENTED       NGS
 SW0913  HISTORY     - 1982     GOOD             NGS
 SW0913
 SW0913                          STATION DESCRIPTION
 SW0913
 SW0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0913'16.3 KM (10.15 MI) SOUT FROM ODESSA.
 SW0913'16.3 KM (10.15 MI) SOUTH ALOG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0913'STATE HIGHWAY 28 IN ODESSA, 0.25 KM (0.15 MI) NORTH OF HIGHWAY
 SW0913'MILEPOST 21, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF SEIDL
 SW0913'ROAD, 9.4 METERS (31.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 8.2
 SW0913'METERS (27.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 0.3 METERS (1.0
 SW0913'FT) EAST OF A WITNESS POST WITHOUT A PLAQUE.
 SW0913'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 SW0913'THE MARK IS 0.4 M BELOW THE HIGHWAY CENTERLINE.
 SW0913
 SW0913                          STATION RECOVERY (1982)
 SW0913
 SW0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1100 ***********************************************************************
 SV1100  DESIGNATION -  C 506
 SV1100  PID         -  SV1100
 SV1100  STATE/COUNTY-  WA/SPOKANE
 SV1100  USGS QUAD   -  LANCE HILLS (1980)
 SV1100
 SV1100                         *CURRENT SURVEY CONTROL
 SV1100  ___________________________________________________________________
 SV1100* NAD 83(1986)-  47 27 52.     (N)    117 39 38.     (W)     SCALED    
 SV1100* NAVD 88     -       718.643  (meters)    2357.75   (feet)  ADJUSTED  
 SV1100  ___________________________________________________________________
 SV1100  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 SV1100  DYNAMIC HT  -         718.656 (meters)    2357.79  (feet)  COMP
 SV1100  MODELED GRAV-     980,607.2   (mgal)                       NAVD 88
 SV1100
 SV1100  VERT ORDER  -  FIRST     CLASS II
 SV1100
 SV1100.The horizontal coordinates were scaled from a topographic map and have
 SV1100.an estimated accuracy of +/- 6 seconds.
 SV1100
 SV1100.The orthometric height was determined by differential leveling
 SV1100.and adjusted by the National Geodetic Survey in June 1991..
 SV1100
 SV1100.The geoid height was determined by GEOID03.
 SV1100
 SV1100.The dynamic height is computed by dividing the NAVD 88
 SV1100.geopotential number by the normal gravity value computed on the
 SV1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1100.degrees latitude (g = 980.6199 gals.).
 SV1100
 SV1100.The modeled gravity was interpolated from observed gravity values.
 SV1100
 SV1100;                    North         East    Units  Estimated Accuracy
 SV1100;SPC WA N     -    56,570.      739,140.      MT  (+/- 180 meters Scaled)
 SV1100
 SV1100                          SUPERSEDED SURVEY CONTROL
 SV1100
 SV1100.No superseded survey control is available for this station.
 SV1100
 SV1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN502569(NAD 83)
 SV1100_MARKER: I = METAL ROD
 SV1100_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1100_SP_SET: STAINLESS STEEL ROD
 SV1100_STAMPING: C 506 1981
 SV1100_MARK LOGO: NGS   
 SV1100_PROJECTION: FLUSH
 SV1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1100_ROD/PIPE-DEPTH: 1.8  meters
 SV1100
 SV1100  HISTORY     - Date     Condition        Report By
 SV1100  HISTORY     - 1981     MONUMENTED       NGS
 SV1100
 SV1100                          STATION DESCRIPTION
 SV1100
 SV1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SV1100'7.1 KM (4.45 MI) SW FROM CHENEY.
 SV1100'7.1 KM (4.45 MILES) SOUTHWEST ALONG THE COLUMBIA BASIN
 SV1100'HIGHWAY FROM THE INTERSECTION OF COLLEGE STREET IN CHENEY,
 SV1100'0.8 KM (0.5 MILE) EAST OF THE INTERSECTION OF GRAHAM-GRIFFITH
 SV1100'ROAD, 0.1 KM (0.05 MILE) EAST OF A POWER LINE CROSSING AND
 SV1100'AN ABANDON FARM HOUSE, 0.6 KM (0.4 MILE) SOUTHWEST OF MILE
 SV1100'POST 7, 14.8 METERS (48.5 FEET) NORTH OF THE CENTERLINE OF
 SV1100'THE ROAD, 0.3 METER (1.0 FOOT) SOUTH OF THE RIGHT-OF-WAY
 SV1100'FENCE, 19.9 METERS (65.5 FEET) EAST OF A  T  JUNCTION IN
 SV1100'THE RIGHT-OF-WAY FENCE, 36.0 METERS (118.0 FEET) WEST OF A
 SV1100'4 BY 4 INCH YELLOW COMCRETE RIGHT-OF-WAY POST.
 SV1100'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 SV1100'THE MARK IS 0.6 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0932 ***********************************************************************
 SW0932  DESIGNATION -  C 507
 SW0932  PID         -  SW0932
 SW0932  STATE/COUNTY-  WA/LINCOLN
 SW0932  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW0932
 SW0932                         *CURRENT SURVEY CONTROL
 SW0932  ___________________________________________________________________
 SW0932* NAD 83(1986)-  47 20 59.     (N)    118 04 31.     (W)     SCALED    
 SW0932* NAVD 88     -       633.697  (meters)    2079.05   (feet)  ADJUSTED  
 SW0932  ___________________________________________________________________
 SW0932  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 SW0932  DYNAMIC HT  -         633.720 (meters)    2079.13  (feet)  COMP
 SW0932  MODELED GRAV-     980,629.1   (mgal)                       NAVD 88
 SW0932
 SW0932  VERT ORDER  -  FIRST     CLASS II
 SW0932
 SW0932.The horizontal coordinates were scaled from a topographic map and have
 SW0932.an estimated accuracy of +/- 6 seconds.
 SW0932
 SW0932.The orthometric height was determined by differential leveling
 SW0932.and adjusted by the National Geodetic Survey in June 1991..
 SW0932
 SW0932.The geoid height was determined by GEOID03.
 SW0932
 SW0932.The dynamic height is computed by dividing the NAVD 88
 SW0932.geopotential number by the normal gravity value computed on the
 SW0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0932.degrees latitude (g = 980.6199 gals.).
 SW0932
 SW0932.The modeled gravity was interpolated from observed gravity values.
 SW0932
 SW0932;                    North         East    Units  Estimated Accuracy
 SW0932;SPC WA N     -    42,620.      708,360.      MT  (+/- 180 meters Scaled)
 SW0932
 SW0932                          SUPERSEDED SURVEY CONTROL
 SW0932
 SW0932.No superseded survey control is available for this station.
 SW0932
 SW0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN187445(NAD 83)
 SW0932_MARKER: I = METAL ROD
 SW0932_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0932_SP_SET: STAINLESS STEEL ROD
 SW0932_STAMPING: C 507 1981
 SW0932_MARK LOGO: NGS   
 SW0932_PROJECTION: FLUSH
 SW0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0932_ROD/PIPE-DEPTH: 5.5  meters
 SW0932
 SW0932  HISTORY     - Date     Condition        Report By
 SW0932  HISTORY     - 1981     MONUMENTED       NGS
 SW0932
 SW0932                          STATION DESCRIPTION
 SW0932
 SW0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0932'12.3 KM (7.65 MI) NW FROM SPRAGUE.
 SW0932'12.3 KM (7.65 MILES) ALONG STATE HIGHWAY 23 FROM THE
 SW0932'COLUMBIA BASIN OVERPASS AT SPRAGUE, 0.3 KM (0.2 MILE) EAST
 SW0932'OF MILE POST 51, 9.3 METERS (30.5 FEET) NORTHWEST OF THE
 SW0932'CENTERLINE OF THE HIGHWAY, 3.1 METERS (10.0 FEET) NORTHEAST
 SW0932'OF THE CENTERLINE OF A ENTRANCE ROAD LEADING TO A STOCK PEN,
 SW0932'3.1 METERS (10.2 FEET) SOUTHEAST OF THE NORTHEAST GATE POST
 SW0932'FOR A PIPE GATE, 17.4 METERS (57.0 FEET) NORTHEAST OF THE
 SW0932'NORTHEAST END OF THE NORTHWEST HEADWALL FOR A BOX CULVERT
 SW0932'FOR SHEEP CREEK.
 SW0932'THE MARK IS 1.3 METERS  NW FROM A WITNESS POST.
 SW0932'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0956 ***********************************************************************
 SW0956  DESIGNATION -  C 508
 SW0956  PID         -  SW0956
 SW0956  STATE/COUNTY-  WA/LINCOLN
 SW0956  USGS QUAD   -  CORMANA LAKE (1969)
 SW0956
 SW0956                         *CURRENT SURVEY CONTROL
 SW0956  ___________________________________________________________________
 SW0956* NAD 83(1986)-  47 22 37.     (N)    118 24 57.     (W)     SCALED    
 SW0956* NAVD 88     -       613.671  (meters)    2013.35   (feet)  ADJUSTED  
 SW0956  ___________________________________________________________________
 SW0956  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 SW0956  DYNAMIC HT  -         613.697 (meters)    2013.44  (feet)  COMP
 SW0956  MODELED GRAV-     980,635.8   (mgal)                       NAVD 88
 SW0956
 SW0956  VERT ORDER  -  FIRST     CLASS II
 SW0956
 SW0956.The horizontal coordinates were scaled from a topographic map and have
 SW0956.an estimated accuracy of +/- 6 seconds.
 SW0956
 SW0956.The orthometric height was determined by differential leveling
 SW0956.and adjusted by the National Geodetic Survey in June 1991..
 SW0956
 SW0956.The geoid height was determined by GEOID03.
 SW0956
 SW0956.The dynamic height is computed by dividing the NAVD 88
 SW0956.geopotential number by the normal gravity value computed on the
 SW0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0956.degrees latitude (g = 980.6199 gals.).
 SW0956
 SW0956.The modeled gravity was interpolated from observed gravity values.
 SW0956
 SW0956;                    North         East    Units  Estimated Accuracy
 SW0956;SPC WA N     -    44,780.      682,540.      MT  (+/- 180 meters Scaled)
 SW0956
 SW0956                          SUPERSEDED SURVEY CONTROL
 SW0956
 SW0956.No superseded survey control is available for this station.
 SW0956
 SW0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN931480(NAD 83)
 SW0956_MARKER: I = METAL ROD
 SW0956_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0956_SP_SET: STAINLESS STEEL ROD
 SW0956_STAMPING: C 508 1981
 SW0956_MARK LOGO: NGS   
 SW0956_PROJECTION: FLUSH
 SW0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0956_ROD/PIPE-DEPTH: 6.1  meters
 SW0956
 SW0956  HISTORY     - Date     Condition        Report By
 SW0956  HISTORY     - 1981     MONUMENTED       NGS
 SW0956
 SW0956                          STATION DESCRIPTION
 SW0956
 SW0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0956'17.1 KM (10.7 MI) SW FROM HARRINGTON.
 SW0956'11.6 KM (7.25 MILES) SOUTHWEST ALONG THE BURLINGTON NORTHERN
 SW0956'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 23 AT HARRINGTON,
 SW0956'THENCE 5.5 KM (3.45 MILES) SOUTHWEST ALONG A PAVED ROAD,
 SW0956'AT A  Y  JUNCTION OF A GRAVEL ROAD LEADING WEST, 10.0 METERS
 SW0956'(33.0 FEET) NORTHWEST OF THE PAVED ROAD, 44.0 METERS (144.5
 SW0956'FEET) SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD,
 SW0956'9.4 METERS (31.0 FEET) NORTH OF A POWER POLE, 0.45 METERS
 SW0956'(1.5 FEET) SOUTHWEST OF A  T  TOP WITNESS POST WITHOUT A
 SW0956'SIGN.
 SW0956'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 SW0956'THE MARK IS 0.8 M BELOW THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0984 ***********************************************************************
 SW0984  DESIGNATION -  C 509
 SW0984  PID         -  SW0984
 SW0984  STATE/COUNTY-  WA/LINCOLN
 SW0984  USGS QUAD   -  ALMIRA SE (1969)
 SW0984
 SW0984                         *CURRENT SURVEY CONTROL
 SW0984  ___________________________________________________________________
 SW0984* NAD 83(1986)-  47 32 05.     (N)    118 46 55.     (W)     SCALED    
 SW0984* NAVD 88     -       549.038  (meters)    1801.30   (feet)  ADJUSTED  
 SW0984  ___________________________________________________________________
 SW0984  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 SW0984  DYNAMIC HT  -         549.070 (meters)    1801.41  (feet)  COMP
 SW0984  MODELED GRAV-     980,653.7   (mgal)                       NAVD 88
 SW0984
 SW0984  VERT ORDER  -  FIRST     CLASS II
 SW0984
 SW0984.The horizontal coordinates were scaled from a topographic map and have
 SW0984.an estimated accuracy of +/- 6 seconds.
 SW0984
 SW0984.The orthometric height was determined by differential leveling
 SW0984.and adjusted by the National Geodetic Survey in June 1991..
 SW0984
 SW0984.The geoid height was determined by GEOID03.
 SW0984
 SW0984.The dynamic height is computed by dividing the NAVD 88
 SW0984.geopotential number by the normal gravity value computed on the
 SW0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0984.degrees latitude (g = 980.6199 gals.).
 SW0984
 SW0984.The modeled gravity was interpolated from observed gravity values.
 SW0984
 SW0984;                    North         East    Units  Estimated Accuracy
 SW0984;SPC WA N     -    61,510.      654,440.      MT  (+/- 180 meters Scaled)
 SW0984
 SW0984                          SUPERSEDED SURVEY CONTROL
 SW0984
 SW0984.No superseded survey control is available for this station.
 SW0984
 SW0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN658661(NAD 83)
 SW0984_MARKER: DB = BENCH MARK DISK
 SW0984_SETTING: 66 = SET IN ROCK OUTCROP
 SW0984_SP_SET: ROCK OUTCROP
 SW0984_STAMPING: C 509 1981
 SW0984_MARK LOGO: NGS   
 SW0984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0984+STABILITY: POSITION/ELEVATION WELL
 SW0984
 SW0984  HISTORY     - Date     Condition        Report By
 SW0984  HISTORY     - 1981     MONUMENTED       NGS
 SW0984  HISTORY     - 1983     GOOD             NGS
 SW0984
 SW0984                          STATION DESCRIPTION
 SW0984
 SW0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0984'26.9 KM (16.75 MI) NORT FROM ODESSA.
 SW0984'26.9 KM (16.75 MI) NORTH ALONG STATE HIGHWAY 21  FROM THE JUNCTION OF
 SW0984'STATE HIGHWAY 28 IN ODESSA, IN TOP OF A 2 X 4 FOOT SHELF OF BROWN
 SW0984'VOLCANIC ROCK IN A 150 FOOT LONG ROCK HIGHWAY CUT, 0.7 KM (0.45 MI)
 SW0984'SOUTH OF MILEPOST 49, 0.4 KM (0.25 MI) NORTH OF A CONCRETE BRIDGE OVER
 SW0984'THE CANNIWAI CREEK, 7.9 METERS (26 FT) WEST OF THE CENTERLINE OF THE
 SW0984'HIGHWAY, 7.1 METERS (23.5 FT) NORTH OF THE SOUTH END OF THE CUT, 0.3
 SW0984'METER (1 FT) EAST OF THE WEST EDGE OF THE SHELF, 0.8 METER (2.6 FT)
 SW0984'NORTH OF THE SOUTH EDGE OF THE SHELF.
 SW0984'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 SW0984'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 SW0984
 SW0984                          STATION RECOVERY (1983)
 SW0984
 SW0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SW0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0082 ***********************************************************************
 SB0082  DESIGNATION -  C 51
 SB0082  PID         -  SB0082
 SB0082  STATE/COUNTY-  WA/KITTITAS
 SB0082  USGS QUAD   -  KITTITAS (1978)
 SB0082
 SB0082                         *CURRENT SURVEY CONTROL
 SB0082  ___________________________________________________________________
 SB0082* NAD 83(1986)-  46 59 16.     (N)    120 27 11.     (W)     SCALED    
 SB0082* NAVD 88     -       491.599  (meters)    1612.85   (feet)  ADJUSTED  
 SB0082  ___________________________________________________________________
 SB0082  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 SB0082  DYNAMIC HT  -         491.600 (meters)    1612.86  (feet)  COMP
 SB0082  MODELED GRAV-     980,601.3   (mgal)                       NAVD 88
 SB0082
 SB0082  VERT ORDER  -  SECOND    CLASS 0
 SB0082
 SB0082.The horizontal coordinates were scaled from a topographic map and have
 SB0082.an estimated accuracy of +/- 6 seconds.
 SB0082
 SB0082.The orthometric height was determined by differential leveling
 SB0082.and adjusted by the National Geodetic Survey in June 1991..
 SB0082
 SB0082.The geoid height was determined by GEOID03.
 SB0082
 SB0082.The dynamic height is computed by dividing the NAVD 88
 SB0082.geopotential number by the normal gravity value computed on the
 SB0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0082.degrees latitude (g = 980.6199 gals.).
 SB0082
 SB0082.The modeled gravity was interpolated from observed gravity values.
 SB0082
 SB0082;                    North         East    Units  Estimated Accuracy
 SB0082;SPC WA S     -   183,900.      503,570.      MT  (+/- 180 meters Scaled)
 SB0082
 SB0082                          SUPERSEDED SURVEY CONTROL
 SB0082
 SB0082  NGVD 29 (??/??/92)  490.484  (m)         1609.20   (f) ADJ UNCH    2 0
 SB0082
 SB0082.Superseded values are not recommended for survey control.
 SB0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0082.See file dsdata.txt to determine how the superseded data were derived.
 SB0082
 SB0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT936069(NAD 83)
 SB0082_MARKER: DB = BENCH MARK DISK
 SB0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0082_STAMPING: C 51 1934
 SB0082_MARK LOGO: CGS   
 SB0082_PROJECTION: FLUSH
 SB0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0082+STABILITY: SURFACE MOTION
 SB0082
 SB0082  HISTORY     - Date     Condition        Report By
 SB0082  HISTORY     - 1934     MONUMENTED       CGS
 SB0082  HISTORY     - 1949     GOOD             NGS
 SB0082  HISTORY     - 1982     GOOD             NGS
 SB0082  HISTORY     - 1988     GOOD             USPSQD
 SB0082  HISTORY     - 1989     GOOD             USPSQD
 SB0082
 SB0082                          STATION DESCRIPTION
 SB0082
 SB0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SB0082'1.7 MI W FROM KITTITAS.
 SB0082'1.7 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 SB0082'RAILROAD FROM THE STATION AT KITTITAS, 19 RAILS EAST OF MILE POST
 SB0082'2056, 16 RAILS EAST OF A PRIVATE ROAD CROSSING, 15 1/2 RAILS EAST OF A
 SB0082'48-INCH CONCRETE PIPE CULVERT OVER AN IRRIGATION DITCH, 11 RAILS EAST
 SB0082'OF SIGNAL 172.3, 46.4 FEET SOUTH OF THE SOUTH RAIL, 1.7 FEET NORTH OF
 SB0082'THE RIGHT-OF-WAY FENCE, 1.4 FEET WEST OF A WITNESS POST, ABOUT 4 FEET
 SB0082'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SB0082'0.3 FOOT ABOVE THE GROUND.
 SB0082
 SB0082                          STATION RECOVERY (1982)
 SB0082
 SB0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0082'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0082'2.9 KM (1.8 MI) WEST ALONG THE ABANDON RAILROAD GRADE FROM THE
 SB0082'CROSSING OF MAIN STREET AT KITTITAS, 0.2 KM (0.1 MI) EAST OF A PRIVATE
 SB0082'ROAD CROSSING THE OLD GRADE, 15.1 METERS (49.5 FT) SOUTH OF THE OLD
 SB0082'GRADE, 30.8 METERS (101 FT) SOUTHEAST ACROSS THE GRADE FROM THE SECOND
 SB0082'POWER POLE EAST OF THE ROAD CROSSING, 7.6 METERS (25 FT) EAST OF THE
 SB0082'EAST GATE POST FOR A WIRE GATE, 1.65 METERS (5.5 FT) NORTH OF THE
 SB0082'NORTH EDGE OF A SMALL CONCRETE IRRIGATION CANAL, 0.5 METER (1.7 FT)
 SB0082'NORTH OF THE RIGHT OF WAY FENCE.
 SB0082'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 SB0082'THE MARK IS 1.0 M BELOW THE OLD GRADE.
 SB0082
 SB0082                          STATION RECOVERY (1988)
 SB0082
 SB0082'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SB0082'RECOVERED IN GOOD CONDITION.
 SB0082
 SB0082                          STATION RECOVERY (1989)
 SB0082
 SB0082'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 SB0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1010 ***********************************************************************
 SW1010  DESIGNATION -  C 510
 SW1010  PID         -  SW1010
 SW1010  STATE/COUNTY-  WA/LINCOLN
 SW1010  USGS QUAD   -  MICA MOUNTAIN (1989)
 SW1010
 SW1010                         *CURRENT SURVEY CONTROL
 SW1010  ___________________________________________________________________
 SW1010* NAD 83(1986)-  47 52 31.     (N)    118 50 28.     (W)     SCALED    
 SW1010* NAVD 88     -       841.988  (meters)    2762.42   (feet)  ADJUSTED  
 SW1010  ___________________________________________________________________
 SW1010  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 SW1010  DYNAMIC HT  -         842.011 (meters)    2762.50  (feet)  COMP
 SW1010  MODELED GRAV-     980,611.2   (mgal)                       NAVD 88
 SW1010
 SW1010  VERT ORDER  -  FIRST     CLASS II
 SW1010
 SW1010.The horizontal coordinates were scaled from a topographic map and have
 SW1010.an estimated accuracy of +/- 6 seconds.
 SW1010
 SW1010.The orthometric height was determined by differential leveling
 SW1010.and adjusted by the National Geodetic Survey in June 1991..
 SW1010
 SW1010.The geoid height was determined by GEOID03.
 SW1010
 SW1010.The dynamic height is computed by dividing the NAVD 88
 SW1010.geopotential number by the normal gravity value computed on the
 SW1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW1010.degrees latitude (g = 980.6199 gals.).
 SW1010
 SW1010.The modeled gravity was interpolated from observed gravity values.
 SW1010
 SW1010;                    North         East    Units  Estimated Accuracy
 SW1010;SPC WA N     -    99,240.      649,000.      MT  (+/- 180 meters Scaled)
 SW1010
 SW1010                          SUPERSEDED SURVEY CONTROL
 SW1010
 SW1010.No superseded survey control is available for this station.
 SW1010
 SW1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP623040(NAD 83)
 SW1010_MARKER: I = METAL ROD
 SW1010_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW1010_SP_SET: STAINLESS STEEL ROD
 SW1010_STAMPING: C 510 1981
 SW1010_MARK LOGO: NGS   
 SW1010_PROJECTION: FLUSH
 SW1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1010_ROD/PIPE-DEPTH: 4.2  meters
 SW1010
 SW1010  HISTORY     - Date     Condition        Report By
 SW1010  HISTORY     - 1981     MONUMENTED       NGS
 SW1010
 SW1010                          STATION DESCRIPTION
 SW1010
 SW1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW1010'15.1 KM (9.4 MI) NW FROM WILBUR.
 SW1010'15.1 KM (9.4 MI) NORTHWEST ALONG STATE HIGHWAY 174 FROM THE JUNCTION
 SW1010'OF US HIGHWAY 2 IN WILBUR, 15.9 KM (9.9 MI) SOUTHEAST OF GRAND COULEE,
 SW1010'AT THE NORTHEAST CORNER OF THE INTERSECTION OF AN EAST-WEST PAVED
 SW1010'ROAD, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 32, 0.55 KM (0.35 MI)
 SW1010'SOUTHEAST OF THE CROSSING OF THE SOUTH ONE OF FOUR POWER LINES, 16
 SW1010'METERS (52.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 46 METERS
 SW1010'(151 FT) NORTH OF THE CENTERLINE OF THE ROAD, 14.6 METERS (48 FT)
 SW1010'NORTHWEST OF THE TOP EDGE OF THE NORTHWEST BANK OF AN ALLUVIAL RAVINE,
 SW1010'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 14 FEET.
 SW1010'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 SW1010'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0778 ***********************************************************************
 TP0778  DESIGNATION -  C 511
 TP0778  PID         -  TP0778
 TP0778  STATE/COUNTY-  WA/OKANOGAN
 TP0778  USGS QUAD   -  ARMSTRONG CREEK (1989)
 TP0778
 TP0778                         *CURRENT SURVEY CONTROL
 TP0778  ___________________________________________________________________
 TP0778* NAD 83(1986)-  48 07 48.     (N)    119 00 57.     (W)     SCALED    
 TP0778* NAVD 88     -       430.147  (meters)    1411.24   (feet)  ADJUSTED  
 TP0778  ___________________________________________________________________
 TP0778  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 TP0778  DYNAMIC HT  -         430.193 (meters)    1411.39  (feet)  COMP
 TP0778  MODELED GRAV-     980,707.3   (mgal)                       NAVD 88
 TP0778
 TP0778  VERT ORDER  -  FIRST     CLASS II
 TP0778
 TP0778.The horizontal coordinates were scaled from a topographic map and have
 TP0778.an estimated accuracy of +/- 6 seconds.
 TP0778
 TP0778.The orthometric height was determined by differential leveling
 TP0778.and adjusted by the National Geodetic Survey in June 1991..
 TP0778
 TP0778.The geoid height was determined by GEOID03.
 TP0778
 TP0778.The dynamic height is computed by dividing the NAVD 88
 TP0778.geopotential number by the normal gravity value computed on the
 TP0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0778.degrees latitude (g = 980.6199 gals.).
 TP0778
 TP0778.The modeled gravity was interpolated from observed gravity values.
 TP0778
 TP0778;                    North         East    Units  Estimated Accuracy
 TP0778;SPC WA N     -   127,230.      635,270.      MT  (+/- 180 meters Scaled)
 TP0778
 TP0778                          SUPERSEDED SURVEY CONTROL
 TP0778
 TP0778.No superseded survey control is available for this station.
 TP0778
 TP0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP500327(NAD 83)
 TP0778_MARKER: I = METAL ROD
 TP0778_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0778_SP_SET: STAINLESS STEEL ROD
 TP0778_STAMPING: C 511 1981
 TP0778_MARK LOGO: NGS   
 TP0778_PROJECTION: FLUSH
 TP0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0778_ROD/PIPE-DEPTH: 8.5  meters
 TP0778
 TP0778  HISTORY     - Date     Condition        Report By
 TP0778  HISTORY     - 1981     MONUMENTED       NGS
 TP0778  HISTORY     - 1983     GOOD             NGS
 TP0778
 TP0778                          STATION DESCRIPTION
 TP0778
 TP0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0778'3.8 KM (2.35 MI) WEST FROM COLVILLE INDIAN AGENCY.
 TP0778'3.8 KM (2.35 MI) WEST ALONG A PAVED ROAD FROM THE INTERSECTION OF
 TP0778'STATE HIGHWAY 155 AT THE COLVILLE INDIAN AGENCY, AT THE WEST CORNER OF
 TP0778'THE INTERSECTION OF A TRACK ROAD (OLD NESPELEM-OMAK ROAD), 8 METERS
 TP0778'(26.5 FT) SOUTHWEST AND 5 FEET ABOVE THE CENTERLINE OF THE TRACK ROAD.
 TP0778'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 TP0778'THE MARK IS 0.3 M BELOW THE PAVED ROAD.
 TP0778
 TP0778                          STATION RECOVERY (1983)
 TP0778
 TP0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TP0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0802 ***********************************************************************
 TP0802  DESIGNATION -  C 512
 TP0802  PID         -  TP0802
 TP0802  STATE/COUNTY-  WA/OKANOGAN
 TP0802  USGS QUAD   -  OMAK LAKE (1980)
 TP0802
 TP0802                         *CURRENT SURVEY CONTROL
 TP0802  ___________________________________________________________________
 TP0802* NAD 83(1986)-  48 16 14.     (N)    119 24 27.     (W)     SCALED    
 TP0802* NAVD 88     -       465.340  (meters)    1526.70   (feet)  ADJUSTED  
 TP0802  ___________________________________________________________________
 TP0802  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 TP0802  DYNAMIC HT  -         465.398 (meters)    1526.89  (feet)  COMP
 TP0802  MODELED GRAV-     980,723.7   (mgal)                       NAVD 88
 TP0802
 TP0802  VERT ORDER  -  FIRST     CLASS II
 TP0802
 TP0802.The horizontal coordinates were scaled from a topographic map and have
 TP0802.an estimated accuracy of +/- 6 seconds.
 TP0802
 TP0802.The orthometric height was determined by differential leveling
 TP0802.and adjusted by the National Geodetic Survey in June 1991..
 TP0802
 TP0802.The geoid height was determined by GEOID03.
 TP0802
 TP0802.The dynamic height is computed by dividing the NAVD 88
 TP0802.geopotential number by the normal gravity value computed on the
 TP0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0802.degrees latitude (g = 980.6199 gals.).
 TP0802
 TP0802.The modeled gravity was interpolated from observed gravity values.
 TP0802
 TP0802;                    North         East    Units  Estimated Accuracy
 TP0802;SPC WA N     -   142,250.      605,830.      MT  (+/- 180 meters Scaled)
 TP0802
 TP0802                          SUPERSEDED SURVEY CONTROL
 TP0802
 TP0802.No superseded survey control is available for this station.
 TP0802
 TP0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP213491(NAD 83)
 TP0802_MARKER: DB = BENCH MARK DISK
 TP0802_SETTING: 66 = SET IN ROCK OUTCROP
 TP0802_SP_SET: ROCK OUTCROP
 TP0802_STAMPING: C 512 1981
 TP0802_MARK LOGO: NGS   
 TP0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0802+STABILITY: POSITION/ELEVATION WELL
 TP0802
 TP0802  HISTORY     - Date     Condition        Report By
 TP0802  HISTORY     - 1981     MONUMENTED       NGS
 TP0802
 TP0802                          STATION DESCRIPTION
 TP0802
 TP0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0802'18.0 KM (11.2 MI) SOUTH FROM OMAK.
 TP0802'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 155 FROM THE CROSSING OF THE
 TP0802'BURLINGTON NORTHERN RAILROAD IN OMAK, THENCE 17.2 KM (10.7 MI) SOUTH
 TP0802'ALONG OMAK LAKE ROAD, IN TOP OF A MASSIVE GRANITE OUTCROP, NEAR THE
 TP0802'TOP OF THE NORTH SLOPE OF A HILL, 0.25 KM (0.15 MI) SOUTHEAST OF A
 TP0802'SMALL KNOLL COVERED GRANITE BOULDERS, 30.6 METERS (100.5 FT) NORTHEAST
 TP0802'OF THE CENTERLINNE OF THE ROAD, 1.5 METERS (5 FT) SOUTHEAST OF A
 TP0802'24-INCH SPLIT TOPPED PINE TREE, 2.7 METERS (9 FT) SOUTHWEST OF THE
 TP0802'NORTHEAST EDGE OF THE OUTCROP.
 TP0802'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 TP0802'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0870 ***********************************************************************
 TP0870  DESIGNATION -  C 513
 TP0870  PID         -  TP0870
 TP0870  STATE/COUNTY-  WA/OKANOGAN
 TP0870  USGS QUAD   -  RIVERSIDE (1981)
 TP0870
 TP0870                         *CURRENT SURVEY CONTROL
 TP0870  ___________________________________________________________________
 TP0870* NAD 83(1986)-  48 33 13.     (N)    119 32 29.     (W)     SCALED    
 TP0870* NAVD 88     -       338.875  (meters)    1111.79   (feet)  ADJUSTED  
 TP0870  ___________________________________________________________________
 TP0870  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 TP0870  DYNAMIC HT  -         338.931 (meters)    1111.98  (feet)  COMP
 TP0870  MODELED GRAV-     980,768.8   (mgal)                       NAVD 88
 TP0870
 TP0870  VERT ORDER  -  FIRST     CLASS II
 TP0870
 TP0870.The horizontal coordinates were scaled from a topographic map and have
 TP0870.an estimated accuracy of +/- 6 seconds.
 TP0870
 TP0870.The orthometric height was determined by differential leveling
 TP0870.and adjusted by the National Geodetic Survey in June 1991..
 TP0870
 TP0870.The geoid height was determined by GEOID03.
 TP0870
 TP0870.The dynamic height is computed by dividing the NAVD 88
 TP0870.geopotential number by the normal gravity value computed on the
 TP0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0870.degrees latitude (g = 980.6199 gals.).
 TP0870
 TP0870.The modeled gravity was interpolated from observed gravity values.
 TP0870
 TP0870;                    North         East    Units  Estimated Accuracy
 TP0870;SPC WA N     -   173,540.      595,370.      MT  (+/- 180 meters Scaled)
 TP0870
 TP0870                          SUPERSEDED SURVEY CONTROL
 TP0870
 TP0870.No superseded survey control is available for this station.
 TP0870
 TP0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP124809(NAD 83)
 TP0870_MARKER: I = METAL ROD
 TP0870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0870_SP_SET: STAINLESS STEEL ROD
 TP0870_STAMPING: C 513 1981
 TP0870_MARK LOGO: NGS   
 TP0870_PROJECTION: FLUSH
 TP0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0870_ROD/PIPE-DEPTH: 10.6 meters
 TP0870
 TP0870  HISTORY     - Date     Condition        Report By
 TP0870  HISTORY     - 1981     MONUMENTED       NGS
 TP0870
 TP0870                          STATION DESCRIPTION
 TP0870
 TP0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0870'6.4 KM (4.0 MI) NORTH FROM RIVERSIDE.
 TP0870'1.3 KM (0.8 MI) NORTHWEST ALONG MAIN STREET FROM THE POST OFFICE IN
 TP0870'RIVERSIDE, THENCE 5.1 KM (3.2 MI) NORTH ALONG US HIGHWAY 97, 0.5 KM
 TP0870'(0.3 MI) SOUTH OF THE CROSSING OF A HIGH TENSION POWER LINE, 17.0
 TP0870'METERS (56 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.7 METERS
 TP0870'(58 FT) NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY LEARDING NORTH,
 TP0870'47.3 METERS (155 FT) NORTH OF MILEPOST 303, 21.2 METERS (69.5 FT)
 TP0870'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 TP0870'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 TP0870'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0894 ***********************************************************************
 TP0894  DESIGNATION -  C 514
 TP0894  PID         -  TP0894
 TP0894  STATE/COUNTY-  WA/OKANOGAN
 TP0894  USGS QUAD   -  OROVILLE (1982)
 TP0894
 TP0894                         *CURRENT SURVEY CONTROL
 TP0894  ___________________________________________________________________
 TP0894* NAD 83(1986)-  48 59 29.     (N)    119 27 28.     (W)     SCALED    
 TP0894* NAVD 88     -       288.512  (meters)     946.56   (feet)  ADJUSTED  
 TP0894  ___________________________________________________________________
 TP0894  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 TP0894  DYNAMIC HT  -         288.566 (meters)     946.74  (feet)  COMP
 TP0894  MODELED GRAV-     980,790.6   (mgal)                       NAVD 88
 TP0894
 TP0894  VERT ORDER  -  FIRST     CLASS II
 TP0894
 TP0894.The horizontal coordinates were scaled from a topographic map and have
 TP0894.an estimated accuracy of +/- 6 seconds.
 TP0894
 TP0894.The orthometric height was determined by differential leveling
 TP0894.and adjusted by the National Geodetic Survey in June 1991..
 TP0894
 TP0894.The geoid height was determined by GEOID03.
 TP0894
 TP0894.The dynamic height is computed by dividing the NAVD 88
 TP0894.geopotential number by the normal gravity value computed on the
 TP0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0894.degrees latitude (g = 980.6199 gals.).
 TP0894
 TP0894.The modeled gravity was interpolated from observed gravity values.
 TP0894
 TP0894;                    North         East    Units  Estimated Accuracy
 TP0894;SPC WA N     -   222,320.      600,670.      MT  (+/- 180 meters Scaled)
 TP0894
 TP0894                          SUPERSEDED SURVEY CONTROL
 TP0894
 TP0894.No superseded survey control is available for this station.
 TP0894
 TP0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ202294(NAD 83)
 TP0894_MARKER: I = METAL ROD
 TP0894_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0894_SP_SET: STAINLESS STEEL ROD
 TP0894_STAMPING: C 514 1981
 TP0894_MARK LOGO: NGS   
 TP0894_PROJECTION: FLUSH
 TP0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0894_ROD/PIPE-DEPTH: 6.1  meters
 TP0894
 TP0894  HISTORY     - Date     Condition        Report By
 TP0894  HISTORY     - 1981     MONUMENTED       NGS
 TP0894  HISTORY     - 1988     GOOD             USPSQD
 TP0894  HISTORY     - 20020926 MARK NOT FOUND   ORION
 TP0894
 TP0894                          STATION DESCRIPTION
 TP0894
 TP0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0894'6.4 KM (4.0 MI) NORTH FROM OROVILLE.
 TP0894'6.4 KM (4.0 MI) NORTH ALONG US HIGHWAY 97 FROM THE BURLINGTON NORTHERN
 TP0894'RAILROAD STATION IN OROVILLE, AT THE SOUTHWEST CORNER OF THE T
 TP0894'JUNCTION OF A DIRT ROAD LEADING WEST TO A TWO STORY HOUSE, 0.25 KM
 TP0894'(0.15 MI) SOUTH OF MILEPOST 336, 0.2 KM (0.1 MI) WEST OF AND ACROSS
 TP0894'THE HIGHWAY FROM A DRIVE IN MOVIE SCREEN, 14.6 METERS (48 FT) WEST OF
 TP0894'THE CENTERLINE OF THE HIGHWAY, 6.4 METERS (21 FT) SOUTH OF THE
 TP0894'CENTERLINE OF THE ROAD, 6.2 METERS (20.5 FT) EAST OF THE CENTERLINE OF
 TP0894'THE OLD HIGHWAY, 1.5 METERS (5 FT) SOUTH OF THE WEST POLE OF A POWER
 TP0894'LINE CROSSING.
 TP0894'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 TP0894'THE MARK IS 1.4 M BELOW THE HIGHWAY.
 TP0894
 TP0894                          STATION RECOVERY (1988)
 TP0894
 TP0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (HM)
 TP0894'RECOVERED IN GOOD CONDITION.
 TP0894
 TP0894                          STATION RECOVERY (2002)
 TP0894
 TP0894'RECOVERY NOTE BY ORION GPS 2002 (JDP)
 TP0894'THE LOGO COVER BOX WAS FOUND AS DESCRIBED BUT NO ROD WAS FOUND IN THE
 TP0894'MONUMENT WELL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0349 ***********************************************************************
 TQ0349  DESIGNATION -  C 515
 TQ0349  PID         -  TQ0349
 TQ0349  STATE/COUNTY-  WA/OKANOGAN
 TQ0349  USGS QUAD   -  MAZAMA (1991)
 TQ0349
 TQ0349                         *CURRENT SURVEY CONTROL
 TQ0349  ___________________________________________________________________
 TQ0349* NAD 83(1986)-  48 35 13.     (N)    120 28 41.     (W)     SCALED    
 TQ0349* NAVD 88     -       769.437  (meters)    2524.39   (feet)  ADJUSTED  
 TQ0349  ___________________________________________________________________
 TQ0349  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 TQ0349  DYNAMIC HT  -         769.471 (meters)    2524.51  (feet)  COMP
 TQ0349  MODELED GRAV-     980,630.7   (mgal)                       NAVD 88
 TQ0349
 TQ0349  VERT ORDER  -  FIRST     CLASS II
 TQ0349
 TQ0349.The horizontal coordinates were scaled from a topographic map and have
 TQ0349.an estimated accuracy of +/- 6 seconds.
 TQ0349
 TQ0349.The orthometric height was determined by differential leveling
 TQ0349.and adjusted by the National Geodetic Survey in June 1991..
 TQ0349
 TQ0349.The geoid height was determined by GEOID03.
 TQ0349
 TQ0349.The dynamic height is computed by dividing the NAVD 88
 TQ0349.geopotential number by the normal gravity value computed on the
 TQ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0349.degrees latitude (g = 980.6199 gals.).
 TQ0349
 TQ0349.The modeled gravity was interpolated from observed gravity values.
 TQ0349
 TQ0349;                    North         East    Units  Estimated Accuracy
 TQ0349;SPC WA N     -   176,510.      526,210.      MT  (+/- 180 meters Scaled)
 TQ0349
 TQ0349                          SUPERSEDED SURVEY CONTROL
 TQ0349
 TQ0349.No superseded survey control is available for this station.
 TQ0349
 TQ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU859846(NAD 83)
 TQ0349_MARKER: DB = BENCH MARK DISK
 TQ0349_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0349_SP_SET: ROCK OUTCROP
 TQ0349_STAMPING: C 515
 TQ0349_MARK LOGO: NGS   
 TQ0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0349+STABILITY: POSITION/ELEVATION WELL
 TQ0349
 TQ0349  HISTORY     - Date     Condition        Report By
 TQ0349  HISTORY     - 1982     MONUMENTED       NGS
 TQ0349
 TQ0349                          STATION DESCRIPTION
 TQ0349
 TQ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0349'5.6 KM (3.5 MI) WEST FROM MAZAMA.
 TQ0349'0.3 KM (0.2 MI) SOUTHWEST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0349'OVER THE METHOW RIVER AT MAZAMA, THENCE 5.35 KM (3.35 MI) WEST ALONG
 TQ0349'STATE HIGHWAY 20, SET IN THE TOP CENTER OF A 3 BY 4 FOOT GRAY
 TQ0349'QUARTZITE BEDROCK PROJECTING 0.8 FOOT, AT THE BASE OF A 15 FOOT TALL
 TQ0349'BY 35 FOOT WIDE ROCK CUT, 33.1 METERS (108.5 FT) WEST OF THE SOUTHWEST
 TQ0349'CORNER OF THE CONCRETE BRIDGE OVER EARLY WINTERS CREEK, 13.1 METERS
 TQ0349'(43 FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.5 METERS (11.5 FT) NORTH
 TQ0349'OF THE SOUTHWEST END OF A 4 BY 10 FOOT VERTICAL FACE OF A ROCK, 2.0
 TQ0349'METERS (6.5 FT) WEST OF THE NORTHEAST END OF THE 4 BY 10 FOOT VERTICAL
 TQ0349'FACE OF A ROCK.
 TQ0349'THE MARK IS 0.25 METERS  E FROM A WITNESS POST.
 TQ0349'THE MARK IS 0.6 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0875 ***********************************************************************
 SX0875  DESIGNATION -  C 516
 SX0875  PID         -  SX0875
 SX0875  STATE/COUNTY-  WA/KITTITAS
 SX0875  USGS QUAD   -  CLE ELUM (1984)
 SX0875
 SX0875                         *CURRENT SURVEY CONTROL
 SX0875  ___________________________________________________________________
 SX0875* NAD 83(1986)-  47 11 48.     (N)    120 56 04.     (W)     SCALED    
 SX0875* NAVD 88     -       585.817  (meters)    1921.97   (feet)  ADJUSTED  
 SX0875  ___________________________________________________________________
 SX0875  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 SX0875  DYNAMIC HT  -         585.827 (meters)    1922.00  (feet)  COMP
 SX0875  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 SX0875
 SX0875  VERT ORDER  -  FIRST     CLASS II
 SX0875
 SX0875.The horizontal coordinates were scaled from a topographic map and have
 SX0875.an estimated accuracy of +/- 6 seconds.
 SX0875
 SX0875.The orthometric height was determined by differential leveling
 SX0875.and adjusted by the National Geodetic Survey in June 1991..
 SX0875
 SX0875.The geoid height was determined by GEOID03.
 SX0875
 SX0875.The dynamic height is computed by dividing the NAVD 88
 SX0875.geopotential number by the normal gravity value computed on the
 SX0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0875.degrees latitude (g = 980.6199 gals.).
 SX0875
 SX0875.The modeled gravity was interpolated from observed gravity values.
 SX0875
 SX0875;                    North         East    Units  Estimated Accuracy
 SX0875;SPC WA S     -   207,210.      467,080.      MT  (+/- 180 meters Scaled)
 SX0875
 SX0875                          SUPERSEDED SURVEY CONTROL
 SX0875
 SX0875.No superseded survey control is available for this station.
 SX0875
 SX0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT564290(NAD 83)
 SX0875_MARKER: DB = BENCH MARK DISK
 SX0875_SETTING: 66 = SET IN ROCK OUTCROP
 SX0875_SP_SET: ROCK OUTCROP
 SX0875_STAMPING: C 516 1982
 SX0875_MARK LOGO: NGS   
 SX0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0875+STABILITY: POSITION/ELEVATION WELL
 SX0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX0875+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2002
 SX0875
 SX0875  HISTORY     - Date     Condition        Report By
 SX0875  HISTORY     - 1982     MONUMENTED       NGS
 SX0875  HISTORY     - 1982     GOOD             NGS
 SX0875  HISTORY     - 1982     GOOD             NGS
 SX0875  HISTORY     - 1987     GOOD             USPSQD
 SX0875  HISTORY     - 1988     GOOD             USPSQD
 SX0875  HISTORY     - 20020424 GOOD             INDIV
 SX0875
 SX0875                          STATION DESCRIPTION
 SX0875
 SX0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0875'IN CLE ELUM.
 SX0875'IN CLE ELUM, IN THE BASE OF A STEEP MASSIVE SANDSTONE OUTCROP, LOCATED
 SX0875'AT THE EXTREAME NORTH END OF WRIGHT AVENUE, 41.1 METERS (135 FT) NORTH
 SX0875'OF THE CENTERLINE OF FOURTH STREET EAST, 10 METERS (33 FT) WEST OF THE
 SX0875'BOTTOM OF A POWER POLE GUY WIRE IN THE OUTCROP, 3.6 METERS (12 FT)
 SX0875'WEST OF THE EXTENDED CENTERLINE OF WRIGHT AVENUE.
 SX0875'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SX0875'THE MARK IS 4 M ABOVE FOURTH STREET.
 SX0875
 SX0875                          STATION RECOVERY (1982)
 SX0875
 SX0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0875'RECOVERED IN GOOD CONDITION.
 SX0875
 SX0875                          STATION RECOVERY (1982)
 SX0875
 SX0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0875'RECOVERED IN GOOD CONDITION.
 SX0875
 SX0875                          STATION RECOVERY (1987)
 SX0875
 SX0875'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX0875'RECOVERED IN GOOD CONDITION.
 SX0875
 SX0875                          STATION RECOVERY (1988)
 SX0875
 SX0875'RECOVERY NOTE BY US POWER SQUADRON 1988 (HML)
 SX0875'RECOVERED IN GOOD CONDITION.
 SX0875
 SX0875                          STATION RECOVERY (2002)
 SX0875
 SX0875'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLB)
 SX0875'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0901 ***********************************************************************
 SX0901  DESIGNATION -  C 517
 SX0901  PID         -  SX0901
 SX0901  STATE/COUNTY-  WA/KITTITAS
 SX0901  USGS QUAD   -  LIBERTY (1989)
 SX0901
 SX0901                         *CURRENT SURVEY CONTROL
 SX0901  ___________________________________________________________________
 SX0901* NAD 83(1986)-  47 20 53.     (N)    120 40 28.     (W)     SCALED    
 SX0901* NAVD 88     -      1229.134  (meters)    4032.58   (feet)  ADJUSTED  
 SX0901  ___________________________________________________________________
 SX0901  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 SX0901  DYNAMIC HT  -        1229.053 (meters)    4032.32  (feet)  COMP
 SX0901  MODELED GRAV-     980,502.7   (mgal)                       NAVD 88
 SX0901
 SX0901  VERT ORDER  -  FIRST     CLASS II
 SX0901
 SX0901.The horizontal coordinates were scaled from a topographic map and have
 SX0901.an estimated accuracy of +/- 6 seconds.
 SX0901
 SX0901.The orthometric height was determined by differential leveling
 SX0901.and adjusted by the National Geodetic Survey in June 1991..
 SX0901
 SX0901.The geoid height was determined by GEOID03.
 SX0901
 SX0901.The dynamic height is computed by dividing the NAVD 88
 SX0901.geopotential number by the normal gravity value computed on the
 SX0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0901.degrees latitude (g = 980.6199 gals.).
 SX0901
 SX0901.The modeled gravity was interpolated from observed gravity values.
 SX0901
 SX0901;                    North         East    Units  Estimated Accuracy
 SX0901;SPC WA S     -   223,960.      486,820.      MT  (+/- 180 meters Scaled)
 SX0901
 SX0901                          SUPERSEDED SURVEY CONTROL
 SX0901
 SX0901.No superseded survey control is available for this station.
 SX0901
 SX0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT756464(NAD 83)
 SX0901_MARKER: DB = BENCH MARK DISK
 SX0901_SETTING: 66 = SET IN ROCK OUTCROP
 SX0901_SP_SET: ROCK OUTCROP
 SX0901_STAMPING: C 517 1982
 SX0901_MARK LOGO: NGS   
 SX0901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0901+STABILITY: POSITION/ELEVATION WELL
 SX0901
 SX0901  HISTORY     - Date     Condition        Report By
 SX0901  HISTORY     - 1982     MONUMENTED       NGS
 SX0901  HISTORY     - 1988     GOOD             USPSQD
 SX0901
 SX0901                          STATION DESCRIPTION
 SX0901
 SX0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0901'41.0 KM (25.5 MI) NE FROM CLE ELUM.
 SX0901'18.8 KM (11.7 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0901'CLE ELUM, THENCE 15.8 KM (9.8 MI) NORTHEAST ALONG US HIGHWAY 97,
 SX0901'THENCE 6.4 KM (4.0 MI) NORTH ALONG OLD BLEWETT ROAD, IN TOP A 4 BY 5
 SX0901'FOOT SHELF OF A MASSIVE OUTCROP, 0.3 KM (0.2 MI) SOUTH OF THE SUMMIT,
 SX0901'5 METERS (16.4 FT) NORTH OF THE CENTERLINE OF THE ROAD.
 SX0901'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SX0901'THE MARK IS 1.0 M ABOVE CENTERLINE OF ROAD.
 SX0901
 SX0901                          STATION RECOVERY (1988)
 SX0901
 SX0901'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0925 ***********************************************************************
 SX0925  DESIGNATION -  C 518
 SX0925  PID         -  SX0925
 SX0925  STATE/COUNTY-  WA/CHELAN
 SX0925  USGS QUAD   -  PESHASTIN (1989)
 SX0925
 SX0925                         *CURRENT SURVEY CONTROL
 SX0925  ___________________________________________________________________
 SX0925* NAD 83(1986)-  47 32 04.     (N)    120 37 14.     (W)     SCALED    
 SX0925* NAVD 88     -       375.205  (meters)    1230.99   (feet)  ADJUSTED  
 SX0925  ___________________________________________________________________
 SX0925  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 SX0925  DYNAMIC HT  -         375.198 (meters)    1230.96  (feet)  COMP
 SX0925  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 SX0925
 SX0925  VERT ORDER  -  FIRST     CLASS II
 SX0925
 SX0925.The horizontal coordinates were scaled from a topographic map and have
 SX0925.an estimated accuracy of +/- 6 seconds.
 SX0925
 SX0925.The orthometric height was determined by differential leveling
 SX0925.and adjusted by the National Geodetic Survey in June 1991..
 SX0925
 SX0925.The geoid height was determined by GEOID03.
 SX0925
 SX0925.The dynamic height is computed by dividing the NAVD 88
 SX0925.geopotential number by the normal gravity value computed on the
 SX0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0925.degrees latitude (g = 980.6199 gals.).
 SX0925
 SX0925.The modeled gravity was interpolated from observed gravity values.
 SX0925
 SX0925;                    North         East    Units  Estimated Accuracy
 SX0925;SPC WA N     -    59,440.      516,020.      MT  (+/- 180 meters Scaled)
 SX0925
 SX0925                          SUPERSEDED SURVEY CONTROL
 SX0925
 SX0925.No superseded survey control is available for this station.
 SX0925
 SX0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT790673(NAD 83)
 SX0925_MARKER: DB = BENCH MARK DISK
 SX0925_SETTING: 66 = SET IN ROCK OUTCROP
 SX0925_SP_SET: ROCK OUTCROP
 SX0925_STAMPING: C 518 1982
 SX0925_MARK LOGO: NGS   
 SX0925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0925+STABILITY: POSITION/ELEVATION WELL
 SX0925
 SX0925  HISTORY     - Date     Condition        Report By
 SX0925  HISTORY     - 1982     MONUMENTED       NGS
 SX0925  HISTORY     - 1988     GOOD             USPSQD
 SX0925
 SX0925                          STATION DESCRIPTION
 SX0925
 SX0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0925'26.4 KM (16.4 MI) SW FROM WENATCHEE.
 SX0925'22.7 KM (14.1 MI) WEST ALONG US HIGHWAY 2 FROM THE CROSSING OF US
 SX0925'HIGHWAY 97 AT WENATCHEE, THENCE 3.7 KM (2.3 MI) SOUTH ALONG US HIGHWAY
 SX0925'97, IN TOP OF A 5 BY 7 FOOT EXPOSED PORTION OF A GRANITE OUTCROP
 SX0925'PROJECTING 3 FEET FROM THE EAST BANK OF A SMALL HIGHWAY CUT, 0.3 KM
 SX0925'(0.2 MI) SOUTH OF HIGHWAY MILEPOST 183, 0.2 KM (0.1 MI) SOUTH OF THE T
 SX0925'JUNCTION OF A PAVED ROAD (OLD HIGHWAY) LEADING SOUTHWEST, 28.0 METERS
 SX0925'(81.9 FT) NORTHEAST OF A POWER LINE ANCHOR POLE BEARING ONE GUY WIRE,
 SX0925'20 METERS (65.6 FT) SOUTH-SOUTHWEST OF A LONE 6-INCH PINE AT THE TOP
 SX0925'OF THE CUT BANK, 15 METERS (49.2 FT) EAST OF THE CENTERLINE OF THE OLD
 SX0925'HIGHWAY, 1 METER (3.3 FT) WEST OF THE HIGHWAY CENTERLINE.
 SX0925'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SX0925'THE MARK IS 1.0 M ABOVE THE HIGHWAY CENTERLINE.
 SX0925
 SX0925                          STATION RECOVERY (1988)
 SX0925
 SX0925'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0952 ***********************************************************************
 SX0952  DESIGNATION -  C 519
 SX0952  PID         -  SX0952
 SX0952  STATE/COUNTY-  WA/CHELAN
 SX0952  USGS QUAD   -  ROCKY REACH DAM (1987)
 SX0952
 SX0952                         *CURRENT SURVEY CONTROL
 SX0952  ___________________________________________________________________
 SX0952* NAD 83(1986)-  47 31 02.     (N)    120 18 26.     (W)     SCALED    
 SX0952* NAVD 88     -       214.817  (meters)     704.78   (feet)  ADJUSTED  
 SX0952  ___________________________________________________________________
 SX0952  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 SX0952  DYNAMIC HT  -         214.840 (meters)     704.85  (feet)  COMP
 SX0952  MODELED GRAV-     980,715.9   (mgal)                       NAVD 88
 SX0952
 SX0952  VERT ORDER  -  FIRST     CLASS II
 SX0952
 SX0952.The horizontal coordinates were scaled from a topographic map and have
 SX0952.an estimated accuracy of +/- 6 seconds.
 SX0952
 SX0952.The orthometric height was determined by differential leveling
 SX0952.and adjusted by the National Geodetic Survey in June 1991..
 SX0952
 SX0952.The geoid height was determined by GEOID03.
 SX0952
 SX0952.The dynamic height is computed by dividing the NAVD 88
 SX0952.geopotential number by the normal gravity value computed on the
 SX0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0952.degrees latitude (g = 980.6199 gals.).
 SX0952
 SX0952.The modeled gravity was interpolated from observed gravity values.
 SX0952
 SX0952;                    North         East    Units  Estimated Accuracy
 SX0952;SPC WA N     -    57,640.      539,630.      MT  (+/- 180 meters Scaled)
 SX0952
 SX0952                          SUPERSEDED SURVEY CONTROL
 SX0952
 SX0952.No superseded survey control is available for this station.
 SX0952
 SX0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT027661(NAD 83)
 SX0952_MARKER: DB = BENCH MARK DISK
 SX0952_SETTING: 66 = SET IN ROCK OUTCROP
 SX0952_SP_SET: ROCK OUTCROP
 SX0952_STAMPING: C 519 1982
 SX0952_MARK LOGO: NGS   
 SX0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0952+STABILITY: POSITION/ELEVATION WELL
 SX0952
 SX0952  HISTORY     - Date     Condition        Report By
 SX0952  HISTORY     - 1982     MONUMENTED       NGS
 SX0952  HISTORY     - 1989     GOOD             USPSQD
 SX0952
 SX0952                          STATION DESCRIPTION
 SX0952
 SX0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0952'6.4 KM (4.0 MI) NORTH FROM WENATCHEE.
 SX0952'6.4 KM (4.0 MI) NORTH ALONG US HIGHWAY 97 FROM THE CROSSING OF US
 SX0952'HIGHWAY 2 AT WENATCHEE, IN TOP OF A 3 BY 3 FOOT LEDGE OF OUTCROP AT
 SX0952'THE NORTH END OF A MASIVE ROCK HIGHWAY CUT, 0.3 KM (0.4 MI) SOUTH OF
 SX0952'ROCKY REACH STATION SIGN, 26 METERS (85 FT) WEST ACROSS THE HIGHWAY
 SX0952'FROM THE WEST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 12.0 METERS
 SX0952'(39 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 SX0952'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SX0952'THE MARK IS 1.3 M ABOVE THE CENTERLINE.
 SX0952
 SX0952                          STATION RECOVERY (1989)
 SX0952
 SX0952'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SX0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0001 ***********************************************************************
 SW0001  DESIGNATION -  C 52
 SW0001  PID         -  SW0001
 SW0001  STATE/COUNTY-  WA/STEVENS
 SW0001  USGS QUAD   -  MC COY LAKE (1985)
 SW0001
 SW0001                         *CURRENT SURVEY CONTROL
 SW0001  ___________________________________________________________________
 SW0001* NAD 83(1986)-  47 58 36.     (N)    118 12 12.     (W)     SCALED    
 SW0001* NAVD 88     -       538.194  (meters)    1765.72   (feet)  ADJUSTED  
 SW0001  ___________________________________________________________________
 SW0001  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 SW0001  DYNAMIC HT  -         538.238 (meters)    1765.87  (feet)  COMP
 SW0001  MODELED GRAV-     980,678.0   (mgal)                       NAVD 88
 SW0001
 SW0001  VERT ORDER  -  SECOND    CLASS 0
 SW0001
 SW0001.The horizontal coordinates were scaled from a topographic map and have
 SW0001.an estimated accuracy of +/- 6 seconds.
 SW0001
 SW0001.The orthometric height was determined by differential leveling
 SW0001.and adjusted by the National Geodetic Survey in June 1991..
 SW0001
 SW0001.The geoid height was determined by GEOID03.
 SW0001
 SW0001.The dynamic height is computed by dividing the NAVD 88
 SW0001.geopotential number by the normal gravity value computed on the
 SW0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0001.degrees latitude (g = 980.6199 gals.).
 SW0001
 SW0001.The modeled gravity was interpolated from observed gravity values.
 SW0001
 SW0001;                    North         East    Units  Estimated Accuracy
 SW0001;SPC WA N     -   111,940.      696,300.      MT  (+/- 180 meters Scaled)
 SW0001
 SW0001                          SUPERSEDED SURVEY CONTROL
 SW0001
 SW0001  NGVD 29 (??/??/92)  536.963  (m)         1761.69   (f) ADJ UNCH    2 0
 SW0001
 SW0001.Superseded values are not recommended for survey control.
 SW0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0001.See file dsdata.txt to determine how the superseded data were derived.
 SW0001
 SW0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP101144(NAD 83)
 SW0001_MARKER: DB = BENCH MARK DISK
 SW0001_SETTING: 0 = UNSPECIFIED SETTING
 SW0001_STAMPING: C 52 1934
 SW0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0001
 SW0001  HISTORY     - Date     Condition        Report By
 SW0001  HISTORY     - 1934     MONUMENTED       CGS
 SW0001  HISTORY     - 1966     GOOD             NGS
 SW0001  HISTORY     - 1982     MARK NOT FOUND   USGS
 SW0001
 SW0001                          STATION DESCRIPTION
 SW0001
 SW0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0001'7.8 MI S FROM FRUITLAND.
 SW0001'ABOUT 1 INCH BELOW GROUND, 59 YARDS SOUTH OF A T-FENCE CORNER AT THE
 SW0001'NORTHEAST CORNER OF A CULTIVATED FIELD, 27 FEET WEST OF THE CENTER OF
 SW0001'THE ROAD, 6 FEET SOUTH OF THE SOUTH GATE POST AND 1 FOOT EAST OF THE
 SW0001'RIGHT-OF-WAY FENCE.  A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE
 SW0001'MARK.  NOTE-- REACHED FROM THE POST OFFICE IN FRUITLAND BY GOING SOUTH
 SW0001'ON STATE HIGHWAY 25 FOR 2.0 MILES TO A Y WHERE THE HIGHWAY GOES RIGHT,
 SW0001'KEEP LEFT AND GO 6.15 MILES TO A GATE INTO A CULTIVATED FIELD ON THE
 SW0001'RIGHT AND THE MARK ON THE RIGHT.
 SW0001
 SW0001                          STATION RECOVERY (1982)
 SW0001
 SW0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SW0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0974 ***********************************************************************
 SX0974  DESIGNATION -  C 520
 SX0974  PID         -  SX0974
 SX0974  STATE/COUNTY-  WA/CHELAN
 SX0974  USGS QUAD   -  CHELAN (1987)
 SX0974
 SX0974                         *CURRENT SURVEY CONTROL
 SX0974  ___________________________________________________________________
 SX0974* NAD 83(1986)-  47 46 50.     (N)    120 01 16.     (W)     SCALED    
 SX0974* NAVD 88     -       226.542  (meters)     743.25   (feet)  ADJUSTED  
 SX0974  ___________________________________________________________________
 SX0974  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 SX0974  DYNAMIC HT  -         226.569 (meters)     743.34  (feet)  COMP
 SX0974  MODELED GRAV-     980,726.6   (mgal)                       NAVD 88
 SX0974
 SX0974  VERT ORDER  -  FIRST     CLASS II
 SX0974
 SX0974.The horizontal coordinates were scaled from a topographic map and have
 SX0974.an estimated accuracy of +/- 6 seconds.
 SX0974
 SX0974.The orthometric height was determined by differential leveling
 SX0974.and adjusted by the National Geodetic Survey in June 1991..
 SX0974
 SX0974.The geoid height was determined by GEOID03.
 SX0974
 SX0974.The dynamic height is computed by dividing the NAVD 88
 SX0974.geopotential number by the normal gravity value computed on the
 SX0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0974.degrees latitude (g = 980.6199 gals.).
 SX0974
 SX0974.The modeled gravity was interpolated from observed gravity values.
 SX0974
 SX0974;                    North         East    Units  Estimated Accuracy
 SX0974;SPC WA N     -    87,110.      560,870.      MT  (+/- 180 meters Scaled)
 SX0974
 SX0974                          SUPERSEDED SURVEY CONTROL
 SX0974
 SX0974.No superseded survey control is available for this station.
 SX0974
 SX0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT231962(NAD 83)
 SX0974_MARKER: DB = BENCH MARK DISK
 SX0974_SETTING: 66 = SET IN ROCK OUTCROP
 SX0974_SP_SET: ROCK OUTCROP
 SX0974_STAMPING: C 520 1982
 SX0974_MARK LOGO: NGS   
 SX0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0974+STABILITY: POSITION/ELEVATION WELL
 SX0974
 SX0974  HISTORY     - Date     Condition        Report By
 SX0974  HISTORY     - 1982     MONUMENTED       NGS
 SX0974
 SX0974                          STATION DESCRIPTION
 SX0974
 SX0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0974'3.9 KM (2.4 MI) SW FROM CHELAN FALLS.
 SX0974'3.9 KM (2.4 MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SX0974'THE POST OFFICE IN CHELAN FALLS, IN TOP OF A 2 BY 3 FOOT LEDGE OF
 SX0974'MASSIVE OUTCROP, ON THE NORTH SIDE OF THE EAST PORTAL OF A SHORT
 SX0974'TUNNEL, 0.6 KM (0.4 MI) EAST OF MILEPOST 35, 3 METERS (9.8 FT) NORTH
 SX0974'OF THE NORTH RAIL.
 SX0974'THE MARK IS 2.5 METERS  NE FROM A WITNESS POST.
 SX0974'THE MARK IS 0.3 M ABOVE THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0395 ***********************************************************************
 TQ0395  DESIGNATION -  C 521
 TQ0395  PID         -  TQ0395
 TQ0395  STATE/COUNTY-  WA/WHATCOM
 TQ0395  USGS QUAD   -  ROSS DAM (1971)
 TQ0395
 TQ0395                         *CURRENT SURVEY CONTROL
 TQ0395  ___________________________________________________________________
 TQ0395* NAD 83(1986)-  48 43 30.     (N)    121 01 54.     (W)     SCALED    
 TQ0395* NAVD 88     -       658.896  (meters)    2161.73   (feet)  ADJUSTED  
 TQ0395  ___________________________________________________________________
 TQ0395  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 TQ0395  DYNAMIC HT  -         658.967 (meters)    2161.96  (feet)  COMP
 TQ0395  MODELED GRAV-     980,698.1   (mgal)                       NAVD 88
 TQ0395
 TQ0395  VERT ORDER  -  FIRST     CLASS II
 TQ0395
 TQ0395.The horizontal coordinates were scaled from a topographic map and have
 TQ0395.an estimated accuracy of +/- 6 seconds.
 TQ0395
 TQ0395.The orthometric height was determined by differential leveling
 TQ0395.and adjusted by the National Geodetic Survey in June 1991..
 TQ0395
 TQ0395.The geoid height was determined by GEOID03.
 TQ0395
 TQ0395.The dynamic height is computed by dividing the NAVD 88
 TQ0395.geopotential number by the normal gravity value computed on the
 TQ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0395.degrees latitude (g = 980.6199 gals.).
 TQ0395
 TQ0395.The modeled gravity was interpolated from observed gravity values.
 TQ0395
 TQ0395;                    North         East    Units  Estimated Accuracy
 TQ0395;SPC WA N     -   191,820.      485,410.      MT  (+/- 180 meters Scaled)
 TQ0395
 TQ0395                          SUPERSEDED SURVEY CONTROL
 TQ0395
 TQ0395.No superseded survey control is available for this station.
 TQ0395
 TQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU447987(NAD 83)
 TQ0395_MARKER: DB = BENCH MARK DISK
 TQ0395_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TQ0395_SP_SET: BOX CULVERT ON THE BEDROCK
 TQ0395_STAMPING: C 521 1982
 TQ0395_MARK LOGO: NGS   
 TQ0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0395+STABILITY: POSITION/ELEVATION WELL
 TQ0395
 TQ0395  HISTORY     - Date     Condition        Report By
 TQ0395  HISTORY     - 1982     MONUMENTED       NGS
 TQ0395
 TQ0395                          STATION DESCRIPTION
 TQ0395
 TQ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0395'24.4 KM (15.3 MI) EAST FROM NEWHALEM.
 TQ0395'24.45 KM (15.3 MI) EAST ALONG STATE HIGHWAY 20 FROM THE GRAMMAR SCHOOL
 TQ0395'AT NEWHALEM, IN TOP OF THE NORTH CORNER OF A CONCRETE BOX GRATE DRAIN,
 TQ0395'AT THE CENTER OF AND ON THE OUTSIDE OF A SLIGHT HIGHWAY CURVE, 0.98 KM
 TQ0395'MI) WEST OF THE WEST END OF THE CONCRETE HIGHWAY BRIDGE OVER LILIAN
 TQ0395'CREEK, 0.58 KM (0.35 MI) WEST OF MILEPOST 136, 41.1 METERS (135 FT)
 TQ0395'WEST OF THE EAST END OF A ROCK CUT, 7.0 METERS (23 FT)
 TQ0395'SOUTH-SOUTHWEST OF THE HIGHWAY CENTERLINE.
 TQ0395'THE MARK IS 0.6 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0358 ***********************************************************************
 TQ0358  DESIGNATION -  C 522
 TQ0358  PID         -  TQ0358
 TQ0358  STATE/COUNTY-  WA/OKANOGAN
 TQ0358  USGS QUAD   -  WASHINGTON PASS (1963)
 TQ0358
 TQ0358                         *CURRENT SURVEY CONTROL
 TQ0358  ___________________________________________________________________
 TQ0358* NAD 83(1986)-  48 34 40.     (N)    120 37 47.     (W)     SCALED    
 TQ0358* NAVD 88     -      1134.710  (meters)    3722.79   (feet)  ADJUSTED  
 TQ0358  ___________________________________________________________________
 TQ0358  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 TQ0358  DYNAMIC HT  -        1134.695 (meters)    3722.75  (feet)  COMP
 TQ0358  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 TQ0358
 TQ0358  VERT ORDER  -  FIRST     CLASS II
 TQ0358
 TQ0358.The horizontal coordinates were scaled from a topographic map and have
 TQ0358.an estimated accuracy of +/- 6 seconds.
 TQ0358
 TQ0358.The orthometric height was determined by differential leveling
 TQ0358.and adjusted by the National Geodetic Survey in June 1991..
 TQ0358
 TQ0358.The geoid height was determined by GEOID03.
 TQ0358
 TQ0358.The dynamic height is computed by dividing the NAVD 88
 TQ0358.geopotential number by the normal gravity value computed on the
 TQ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0358.degrees latitude (g = 980.6199 gals.).
 TQ0358
 TQ0358.The modeled gravity was interpolated from observed gravity values.
 TQ0358
 TQ0358;                    North         East    Units  Estimated Accuracy
 TQ0358;SPC WA N     -   175,450.      515,020.      MT  (+/- 180 meters Scaled)
 TQ0358
 TQ0358                          SUPERSEDED SURVEY CONTROL
 TQ0358
 TQ0358.No superseded survey control is available for this station.
 TQ0358
 TQ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU748832(NAD 83)
 TQ0358_MARKER: DB = BENCH MARK DISK
 TQ0358_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0358_SP_SET: ROCK OUTCROP
 TQ0358_STAMPING: C 522 1982
 TQ0358_MARK LOGO: NGS   
 TQ0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0358+STABILITY: POSITION/ELEVATION WELL
 TQ0358
 TQ0358  HISTORY     - Date     Condition        Report By
 TQ0358  HISTORY     - 1982     MONUMENTED       NGS
 TQ0358
 TQ0358                          STATION DESCRIPTION
 TQ0358
 TQ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0358'18.4 KM (11.5 MI) WEST FROM MAZAMA.
 TQ0358'0.3 KM (0.2 MI) SOUTHWEST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0358'OVER THE METHOW RIVER AT MAZAMA, THENCE 18.1 KM (11.3 MI) WEST ALONG
 TQ0358'STATE HIGHWAY 20, IN TOP OF AND 0.3 METER (1 FT) NORTHEAST OF THE
 TQ0358'SOUTHWEST EDGE OF A 7 BY 10 FOOT SHELF OF SLOPEING GRANITE AT THE
 TQ0358'CENTER OF A HIGHWAY BEDROCK CUT, 0.66 KM (0.4 MI) SOUTHWEST OF THE T
 TQ0358'JUNCTION OF LONE FIR CAMP GROUND ROAD, 0.25 KM (0.15 MI) SOUTHWEST OF
 TQ0358'THE CROSSING OF PINE CREEK, 76.2 METERS (251 FT) NORTHEAST ACROSS
 TQ0358'THE HIGHWAY FROM MILEPOST 168, 30.8 METERS (101 FT) SOUTHWEST OF THE
 TQ0358'NORTHWEST END OF A 30 INCH CORRUGATED METAL PIPE CULVERT, 12.7 METERS
 TQ0358'(41.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.15 METERS
 TQ0358'(0.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE SHELF.
 TQ0358'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TQ0358'THE MARK IS 0.5 M ABOVE THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0899 ***********************************************************************
 SB0899  DESIGNATION -  C 523
 SB0899  PID         -  SB0899
 SB0899  STATE/COUNTY-  WA/YAKIMA
 SB0899  USGS QUAD   -  TOPPENISH SW (1958)
 SB0899
 SB0899                         *CURRENT SURVEY CONTROL
 SB0899  ___________________________________________________________________
 SB0899* NAD 83(1986)-  46 16 17.     (N)    120 24 05.     (W)     SCALED    
 SB0899* NAVD 88     -       357.496  (meters)    1172.88   (feet)  ADJUSTED  
 SB0899  ___________________________________________________________________
 SB0899  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SB0899  DYNAMIC HT  -         357.485 (meters)    1172.85  (feet)  COMP
 SB0899  MODELED GRAV-     980,575.5   (mgal)                       NAVD 88
 SB0899
 SB0899  VERT ORDER  -  FIRST     CLASS II
 SB0899
 SB0899.The horizontal coordinates were scaled from a topographic map and have
 SB0899.an estimated accuracy of +/- 6 seconds.
 SB0899
 SB0899.The orthometric height was determined by differential leveling
 SB0899.and adjusted by the National Geodetic Survey in June 1991..
 SB0899
 SB0899.The geoid height was determined by GEOID03.
 SB0899
 SB0899.The dynamic height is computed by dividing the NAVD 88
 SB0899.geopotential number by the normal gravity value computed on the
 SB0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0899.degrees latitude (g = 980.6199 gals.).
 SB0899
 SB0899.The modeled gravity was interpolated from observed gravity values.
 SB0899
 SB0899;                    North         East    Units  Estimated Accuracy
 SB0899;SPC WA S     -   104,270.      507,600.      MT  (+/- 180 meters Scaled)
 SB0899
 SB0899                          SUPERSEDED SURVEY CONTROL
 SB0899
 SB0899.No superseded survey control is available for this station.
 SB0899
 SB0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS002274(NAD 83)
 SB0899_MARKER: I = METAL ROD
 SB0899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SB0899_SP_SET: STAINLESS STEEL ROD
 SB0899_STAMPING: C 523 1982
 SB0899_MARK LOGO: NGS   
 SB0899_PROJECTION: FLUSH
 SB0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0899_ROD/PIPE-DEPTH: 1.2  meters
 SB0899
 SB0899  HISTORY     - Date     Condition        Report By
 SB0899  HISTORY     - 1982     MONUMENTED       NGS
 SB0899  HISTORY     - 1989     GOOD             USPSQD
 SB0899
 SB0899                          STATION DESCRIPTION
 SB0899
 SB0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0899'14.8 KM (9.2 MI) SOUTH FROM TOPPENISH.
 SB0899'14.8 KM (9.25 MI) SOUTH ALONG US HIGHWAY 97 FROM THE JUNCTION OF STATE
 SB0899'HIGHWAY 22 AT TOPPENISH, IN THE NORTH CORNER OF THE T JUNCTION OF OAK
 SB0899'SPRINGS ROAD, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 52, 36.6 METERS
 SB0899'(130 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 33.5 METERS (110 FT)
 SB0899'EAST OF THE EAST CORNER OF A CATTLE GUARD, 16.8 METERS (55 FT)
 SB0899'NORTHEAST OF THE ROAD CENTERLINE, 2.8 METERS (9 FT) NORTHEAST OF A 3
 SB0899'INCH ANGLE IRON FENCE CORNER POST, 0.75 METER (2.5 FT) SOUTHEAST OF
 SB0899'THE RIGHT OF WAY FENCE.
 SB0899'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 SB0899'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 SB0899
 SB0899                          STATION RECOVERY (1989)
 SB0899
 SB0899'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0824 ***********************************************************************
 TP0824  DESIGNATION -  C 524
 TP0824  PID         -  TP0824
 TP0824  STATE/COUNTY-  WA/OKANOGAN
 TP0824  USGS QUAD   -  PATEROS (1992)
 TP0824
 TP0824                         *CURRENT SURVEY CONTROL
 TP0824  ___________________________________________________________________
 TP0824* NAD 83(1986)-  48 01 14.     (N)    119 53 26.     (W)     SCALED    
 TP0824* NAVD 88     -       281.216  (meters)     922.62   (feet)  ADJUSTED  
 TP0824  ___________________________________________________________________
 TP0824  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 TP0824  DYNAMIC HT  -         281.257 (meters)     922.76  (feet)  COMP
 TP0824  MODELED GRAV-     980,752.0   (mgal)                       NAVD 88
 TP0824
 TP0824  VERT ORDER  -  FIRST     CLASS II
 TP0824
 TP0824.The horizontal coordinates were scaled from a topographic map and have
 TP0824.an estimated accuracy of +/- 6 seconds.
 TP0824
 TP0824.The orthometric height was determined by differential leveling
 TP0824.and adjusted by the National Geodetic Survey in June 1991..
 TP0824
 TP0824.The geoid height was determined by GEOID03.
 TP0824
 TP0824.The dynamic height is computed by dividing the NAVD 88
 TP0824.geopotential number by the normal gravity value computed on the
 TP0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0824.degrees latitude (g = 980.6199 gals.).
 TP0824
 TP0824.The modeled gravity was interpolated from observed gravity values.
 TP0824
 TP0824;                    North         East    Units  Estimated Accuracy
 TP0824;SPC WA N     -   113,900.      570,320.      MT  (+/- 180 meters Scaled)
 TP0824
 TP0824                          SUPERSEDED SURVEY CONTROL
 TP0824
 TP0824.No superseded survey control is available for this station.
 TP0824
 TP0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP844226(NAD 83)
 TP0824_MARKER: DB = BENCH MARK DISK
 TP0824_SETTING: 66 = SET IN ROCK OUTCROP
 TP0824_SP_SET: ROCK OUTCROP
 TP0824_STAMPING: C 524 1982
 TP0824_MARK LOGO: NGS   
 TP0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0824+STABILITY: POSITION/ELEVATION WELL
 TP0824
 TP0824  HISTORY     - Date     Condition        Report By
 TP0824  HISTORY     - 1982     MONUMENTED       NGS
 TP0824  HISTORY     - 20050519 GOOD             USPSQD
 TP0824
 TP0824                          STATION DESCRIPTION
 TP0824
 TP0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TP0824'29.1 KM (18.1 MI) NE FROM CHELAN FALLS.
 TP0824'6.0 KM (3.7 MI) NORTH ALONG STATE HIGHWAY 151 FROM THE POST OFFICE IN
 TP0824'CHELAN FALLS, THENCE 23.2 KM (14.4 MI) NORTHEAST ALONG US HIGHWAY 97,
 TP0824'IN TOP OF A FLAT PORTION OF A MASSIVE OUTCROP, AT THE SOUTH END OF A
 TP0824'SMALL CUT, 0.6 KM (0.4 MI) NORTH OF MILEPOST 251, 13.8 METERS (45.3
 TP0824'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 90 METERS (295 FT) NORTH OF
 TP0824'THE WEST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 2.0 METERS
 TP0824'(6.6 FT) WEST OF THE RIGHT OF WAY FENCE.
 TP0824'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TP0824'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 TP0824
 TP0824                          STATION RECOVERY (2005)
 TP0824
 TP0824'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 TP0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1428 ***********************************************************************
 TP1428  DESIGNATION -  C 524 RESET
 TP1428  PID         -  TP1428
 TP1428  STATE/COUNTY-  WA/OKANOGAN
 TP1428  USGS QUAD   -  PATEROS (1992)
 TP1428
 TP1428                         *CURRENT SURVEY CONTROL
 TP1428  ___________________________________________________________________
 TP1428* NAD 83(1986)-  48 01 14.     (N)    119 53 26.     (W)     SCALED    
 TP1428* NAVD 88     -       285.61   (meters)     937.0    (feet)  RESET     
 TP1428  ___________________________________________________________________
 TP1428  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 TP1428
 TP1428  VERT ORDER  -  THIRD
 TP1428
 TP1428.The horizontal coordinates were scaled from a topographic map and have
 TP1428.an estimated accuracy of +/- 6 seconds.
 TP1428
 TP1428.The orthometric height was computed from unverified reset data.
 TP1428.No vertical observational check was made to the station.
 TP1428
 TP1428.The geoid height was determined by GEOID03.
 TP1428
 TP1428;                    North         East    Units  Estimated Accuracy
 TP1428;SPC WA N     -   113,900.      570,320.      MT  (+/- 180 meters Scaled)
 TP1428
 TP1428                          SUPERSEDED SURVEY CONTROL
 TP1428
 TP1428.No superseded survey control is available for this station.
 TP1428
 TP1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP844226(NAD 83)
 TP1428_MARKER: DB = BENCH MARK DISK
 TP1428_SETTING: 80 = SET IN A BOULDER
 TP1428_SP_SET: BOULDER
 TP1428_STAMPING: C 524 RESET 1983
 TP1428_MARK LOGO: NGS   
 TP1428_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1428+STABILITY: SURFACE MOTION
 TP1428
 TP1428  HISTORY     - Date     Condition        Report By
 TP1428  HISTORY     - 1983     MONUMENTED       NGS
 TP1428  HISTORY     - 20050519 GOOD             USPSQD
 TP1428
 TP1428                          STATION DESCRIPTION
 TP1428
 TP1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 TP1428'6.0 M (19.7 FT) NORTH ALONG STATE HIGHWAY 151 FROM THE POST OFFICE IN
 TP1428'CHELAN FALLS, THENCE 23.2 KM (14.40 MI) NORTHEAST ALONG US HIGHWAY
 TP1428'97, 0.6 M (2.0 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 TP1428
 TP1428                          STATION RECOVERY (2005)
 TP1428
 TP1428'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 TP1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0848 ***********************************************************************
 TP0848  DESIGNATION -  C 525
 TP0848  PID         -  TP0848
 TP0848  STATE/COUNTY-  WA/OKANOGAN
 TP0848  USGS QUAD   -  MONSE (1993)
 TP0848
 TP0848                         *CURRENT SURVEY CONTROL
 TP0848  ___________________________________________________________________
 TP0848* NAD 83(1986)-  48 11 40.     (N)    119 41 04.     (W)     SCALED    
 TP0848* NAVD 88     -       253.641  (meters)     832.15   (feet)  ADJUSTED  
 TP0848  ___________________________________________________________________
 TP0848  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 TP0848  DYNAMIC HT  -         253.679 (meters)     832.28  (feet)  COMP
 TP0848  MODELED GRAV-     980,756.6   (mgal)                       NAVD 88
 TP0848
 TP0848  VERT ORDER  -  FIRST     CLASS II
 TP0848
 TP0848.The horizontal coordinates were scaled from a topographic map and have
 TP0848.an estimated accuracy of +/- 6 seconds.
 TP0848
 TP0848.The orthometric height was determined by differential leveling
 TP0848.and adjusted by the National Geodetic Survey in June 1991..
 TP0848
 TP0848.The geoid height was determined by GEOID03.
 TP0848
 TP0848.The dynamic height is computed by dividing the NAVD 88
 TP0848.geopotential number by the normal gravity value computed on the
 TP0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0848.degrees latitude (g = 980.6199 gals.).
 TP0848
 TP0848.The modeled gravity was interpolated from observed gravity values.
 TP0848
 TP0848;                    North         East    Units  Estimated Accuracy
 TP0848;SPC WA N     -   133,440.      585,410.      MT  (+/- 180 meters Scaled)
 TP0848
 TP0848                          SUPERSEDED SURVEY CONTROL
 TP0848
 TP0848.No superseded survey control is available for this station.
 TP0848
 TP0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP005413(NAD 83)
 TP0848_MARKER: I = METAL ROD
 TP0848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0848_SP_SET: STAINLESS STEEL ROD
 TP0848_STAMPING: C 525 1982
 TP0848_MARK LOGO: NGS   
 TP0848_PROJECTION: FLUSH
 TP0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0848_ROD/PIPE-DEPTH: 3.7  meters
 TP0848
 TP0848  HISTORY     - Date     Condition        Report By
 TP0848  HISTORY     - 1982     MONUMENTED       NGS
 TP0848
 TP0848                          STATION DESCRIPTION
 TP0848
 TP0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TP0848'18.2 KM (11.3 MI) NE FROM BREWSTER.
 TP0848'18.2 KM (11.3 MI) NORTHEAST ALONG US HIGHWAY 97 FROM THE JUNCTION OF
 TP0848'STATE HIGHWAY 173 IN BREWSTER, 22.3 METERS (73 FT) SOUTHWEST OF THE
 TP0848'CENTERLINE OF THE HIGHWAY, 29.3 METERS (96 FT) SOUTHWEST OF AND ACROSS
 TP0848'THE HIGHWAY FROM MILEPOST 272, 0.7 METER (2.5 FT) NORTHEAST OF THE
 TP0848'RIGHT OF WAY FENCE.
 TP0848'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 TP0848'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1011 ***********************************************************************
 SX1011  DESIGNATION -  C 526
 SX1011  PID         -  SX1011
 SX1011  STATE/COUNTY-  WA/KING
 SX1011  USGS QUAD   -  LOST LAKE (1989)
 SX1011
 SX1011                         *CURRENT SURVEY CONTROL
 SX1011  ___________________________________________________________________
 SX1011* NAD 83(1986)-  47 15 37.     (N)    121 23 48.     (W)     SCALED    
 SX1011* NAVD 88     -       721.439  (meters)    2366.92   (feet)  ADJUSTED  
 SX1011  ___________________________________________________________________
 SX1011  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 SX1011  DYNAMIC HT  -         721.416 (meters)    2366.85  (feet)  COMP
 SX1011  MODELED GRAV-     980,557.6   (mgal)                       NAVD 88
 SX1011
 SX1011  VERT ORDER  -  FIRST     CLASS II
 SX1011
 SX1011.The horizontal coordinates were scaled from a topographic map and have
 SX1011.an estimated accuracy of +/- 6 seconds.
 SX1011
 SX1011.The orthometric height was determined by differential leveling
 SX1011.and adjusted by the National Geodetic Survey in June 1991..
 SX1011
 SX1011.The geoid height was determined by GEOID03.
 SX1011
 SX1011.The dynamic height is computed by dividing the NAVD 88
 SX1011.geopotential number by the normal gravity value computed on the
 SX1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1011.degrees latitude (g = 980.6199 gals.).
 SX1011
 SX1011.The modeled gravity was interpolated from observed gravity values.
 SX1011
 SX1011;                    North         East    Units  Estimated Accuracy
 SX1011;SPC WA N     -    29,100.      457,360.      MT  (+/- 180 meters Scaled)
 SX1011
 SX1011                          SUPERSEDED SURVEY CONTROL
 SX1011
 SX1011.No superseded survey control is available for this station.
 SX1011
 SX1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT213353(NAD 83)
 SX1011_MARKER: DB = BENCH MARK DISK
 SX1011_SETTING: 66 = SET IN ROCK OUTCROP
 SX1011_SP_SET: ROCK OUTCROP
 SX1011_STAMPING: C 526 1982
 SX1011_MARK LOGO: NGS   
 SX1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1011+STABILITY: POSITION/ELEVATION WELL
 SX1011
 SX1011  HISTORY     - Date     Condition        Report By
 SX1011  HISTORY     - 1982     MONUMENTED       NGS
 SX1011  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SX1011
 SX1011                          STATION DESCRIPTION
 SX1011
 SX1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX1011'10.3 KM (6.4 MI) NE FROM LESTER.
 SX1011'10.3 KM (6.4 MI) NORTHEAST ALONG SERVICE ROAD 212 FROM THE SCHOOL IN
 SX1011'LESTER, IN TOP OF A 3 BY 4 FOOT ROUND PORTION OF OUTCROP PROJECTING 2
 SX1011'FEET FROM THE BASE OF A LONG CUT, AT A POINT WHERE THE ROAD NARROWS TO
 SX1011'FORM A SINGLE LANE, 3.7 METERS (12 FT) SOUTHEAST OF THE CENTERLINE OF
 SX1011'THE ROAD, 11 METERS (36 FT) EAST OF THE NORTHEAST END OF A SHORT
 SX1011'WOODEN GUARDRAIL, 13 METERS (42.5 FT) SOUTH OF AND ACROSS THE ROAD
 SX1011'FROM POWER LINE POLE 43 BEARING ONE GUY WIRE.
 SX1011'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 SX1011'THE MARK IS 1.0 M ABOVE THE ROAD.
 SX1011
 SX1011                          STATION RECOVERY (1987)
 SX1011
 SX1011'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0910 ***********************************************************************
 SB0910  DESIGNATION -  C 527
 SB0910  PID         -  SB0910
 SB0910  STATE/COUNTY-  WA/YAKIMA
 SB0910  USGS QUAD   -  YAKIMA EAST (1985)
 SB0910
 SB0910                         *CURRENT SURVEY CONTROL
 SB0910  ___________________________________________________________________
 SB0910* NAD 83(1986)-  46 31 39.     (N)    120 28 11.     (W)     SCALED    
 SB0910* NAVD 88     -       291.082  (meters)     954.99   (feet)  ADJUSTED  
 SB0910  ___________________________________________________________________
 SB0910  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 SB0910  DYNAMIC HT  -         291.082 (meters)     954.99  (feet)  COMP
 SB0910  MODELED GRAV-     980,607.6   (mgal)                       NAVD 88
 SB0910
 SB0910  VERT ORDER  -  FIRST     CLASS II
 SB0910
 SB0910.The horizontal coordinates were scaled from a topographic map and have
 SB0910.an estimated accuracy of +/- 6 seconds.
 SB0910
 SB0910.The orthometric height was determined by differential leveling
 SB0910.and adjusted by the National Geodetic Survey in June 1991..
 SB0910
 SB0910.The geoid height was determined by GEOID03.
 SB0910
 SB0910.The dynamic height is computed by dividing the NAVD 88
 SB0910.geopotential number by the normal gravity value computed on the
 SB0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0910.degrees latitude (g = 980.6199 gals.).
 SB0910
 SB0910.The modeled gravity was interpolated from observed gravity values.
 SB0910
 SB0910;                    North         East    Units  Estimated Accuracy
 SB0910;SPC WA S     -   132,730.      502,320.      MT  (+/- 180 meters Scaled)
 SB0910
 SB0910                          SUPERSEDED SURVEY CONTROL
 SB0910
 SB0910.No superseded survey control is available for this station.
 SB0910
 SB0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS940557(NAD 83)
 SB0910_MARKER: DB = BENCH MARK DISK
 SB0910_SETTING: 66 = SET IN ROCK OUTCROP
 SB0910_SP_SET: ROCK OUTCROP
 SB0910_STAMPING: C 527 1982
 SB0910_MARK LOGO: NGS   
 SB0910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0910+STABILITY: POSITION/ELEVATION WELL
 SB0910
 SB0910  HISTORY     - Date     Condition        Report By
 SB0910  HISTORY     - 1982     MONUMENTED       NGS
 SB0910  HISTORY     - 1989     GOOD             USPSQD
 SB0910  HISTORY     - 1990     GOOD             USPSQD
 SB0910
 SB0910                          STATION DESCRIPTION
 SB0910
 SB0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0910'5.0 KM (3.1 MI) NE FROM PARKER.
 SB0910'0.32 KM (0.2 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SB0910'THE INTERSECTION OF SECOND AVENUE AT PARKER, THENCE 1.5 KM (0.9 MI)
 SB0910'EAST ALONG PARKER BRIDGE ROAD, THENCE 3.25 KM (2.05 MI) NORTH ALONG
 SB0910'THORP ROAD, IN THE TOP CENTER OF A 1 BY 1 FOOT SHELF OF GRAY VOLCANIC
 SB0910'ROCK IN THE ROAD CUT, 6.7 METERS (22 FT) EAST OF THE ROAD, 28.2 METERS
 SB0910'(92.5 FT) EAST ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A LARGE
 SB0910'ABANDON CONCRETE BUILDING, 8.2 METERS (27 FT) NORTH OF THE SOUTH END
 SB0910'OF THE ROCK CUT, 1.6 METERS (5 FT) SOUTH OF A TELEPHONE CABLE JUNCTION
 SB0910'BOX.
 SB0910'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 SB0910'THE MARK IS 0.4 M ABOVE THE ROAD.
 SB0910
 SB0910                          STATION RECOVERY (1989)
 SB0910
 SB0910'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0910'RECOVERED IN GOOD CONDITION.
 SB0910
 SB0910                          STATION RECOVERY (1990)
 SB0910
 SB0910'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0935 ***********************************************************************
 SB0935  DESIGNATION -  C 528
 SB0935  PID         -  SB0935
 SB0935  STATE/COUNTY-  WA/KITTITAS
 SB0935  USGS QUAD   -  WYMER (1953)
 SB0935
 SB0935                         *CURRENT SURVEY CONTROL
 SB0935  ___________________________________________________________________
 SB0935* NAD 83(1986)-  46 49 40.     (N)    120 27 39.     (W)     SCALED    
 SB0935* NAVD 88     -       395.383  (meters)    1297.19   (feet)  ADJUSTED  
 SB0935  ___________________________________________________________________
 SB0935  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 SB0935  DYNAMIC HT  -         395.388 (meters)    1297.20  (feet)  COMP
 SB0935  MODELED GRAV-     980,615.9   (mgal)                       NAVD 88
 SB0935
 SB0935  VERT ORDER  -  FIRST     CLASS II
 SB0935
 SB0935.The horizontal coordinates were scaled from a topographic map and have
 SB0935.an estimated accuracy of +/- 6 seconds.
 SB0935
 SB0935.The orthometric height was determined by differential leveling
 SB0935.and adjusted by the National Geodetic Survey in June 1991..
 SB0935
 SB0935.The geoid height was determined by GEOID03.
 SB0935
 SB0935.The dynamic height is computed by dividing the NAVD 88
 SB0935.geopotential number by the normal gravity value computed on the
 SB0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0935.degrees latitude (g = 980.6199 gals.).
 SB0935
 SB0935.The modeled gravity was interpolated from observed gravity values.
 SB0935
 SB0935;                    North         East    Units  Estimated Accuracy
 SB0935;SPC WA S     -   166,110.      502,990.      MT  (+/- 180 meters Scaled)
 SB0935
 SB0935                          SUPERSEDED SURVEY CONTROL
 SB0935
 SB0935.No superseded survey control is available for this station.
 SB0935
 SB0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS936891(NAD 83)
 SB0935_MARKER: DB = BENCH MARK DISK
 SB0935_SETTING: 66 = SET IN ROCK OUTCROP
 SB0935_SP_SET: ROCK OUTCROP
 SB0935_STAMPING: C 528 1982
 SB0935_MARK LOGO: NGS   
 SB0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0935+STABILITY: POSITION/ELEVATION WELL
 SB0935
 SB0935  HISTORY     - Date     Condition        Report By
 SB0935  HISTORY     - 1982     MONUMENTED       NGS
 SB0935  HISTORY     - 1990     GOOD             USPSQD
 SB0935
 SB0935                          STATION DESCRIPTION
 SB0935
 SB0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0935'26.5 KM (16.6 MI) SOUTH FROM ELLENSBURG.
 SB0935'26.55 KM (16.6 MI) SOUTH ALONG STATE HIGHWAY 821 FROM THE COURTHOUSE
 SB0935'AT ELLENSBURG, IN TOP OF A VOLCANIC ROCK OUTCROP AT THE SOUTH END OF A
 SB0935'RIDGE AND WOODEN FOOTBRIDGE OVER THE YAKIMA RIVER, 1.05 KM (0.65 MI)
 SB0935'NORTHWEST OF THE BRIDGE OVER SQUAW CREEK, 0.9 KM (0.55 MI) NORTH OF
 SB0935'MILEPOST 13, 25.9 METERS (85 FT) WEST OF THE HIGHWAY, 13.4 METERS (44
 SB0935'FT) NORTHWEST OF THE NORTHEAST OF THE BRIDGE, 12.2 METERS (40 FT)
 SB0935'NORTHEAST OF THE NORTHEAST LEG OF A STEEL A FRAME SUPENSION BRACE,
 SB0935'0.25 METER (0.8 FT) EAST OF THE EAST CORNER OF A CONCRETE FOUNDATION.
 SB0935'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 SB0935'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 SB0935
 SB0935                          STATION RECOVERY (1990)
 SB0935
 SB0935'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBD)
 SB0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0987 ***********************************************************************
 SX0987  DESIGNATION -  C 529
 SX0987  PID         -  SX0987
 SX0987  STATE/COUNTY-  WA/KING
 SX0987  USGS QUAD   -  COUGAR MOUNTAIN (1989)
 SX0987
 SX0987                         *CURRENT SURVEY CONTROL
 SX0987  ___________________________________________________________________
 SX0987* NAD 83(1986)-  47 15 26.     (N)    121 43 57.     (W)     SCALED    
 SX0987* NAVD 88     -       417.005  (meters)    1368.12   (feet)  ADJUSTED  
 SX0987  ___________________________________________________________________
 SX0987  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SX0987  DYNAMIC HT  -         417.029 (meters)    1368.20  (feet)  COMP
 SX0987  MODELED GRAV-     980,658.5   (mgal)                       NAVD 88
 SX0987
 SX0987  VERT ORDER  -  FIRST     CLASS II
 SX0987
 SX0987.The horizontal coordinates were scaled from a topographic map and have
 SX0987.an estimated accuracy of +/- 6 seconds.
 SX0987
 SX0987.The orthometric height was determined by differential leveling
 SX0987.and adjusted by the National Geodetic Survey in June 1991..
 SX0987
 SX0987.The geoid height was determined by GEOID03.
 SX0987
 SX0987.The dynamic height is computed by dividing the NAVD 88
 SX0987.geopotential number by the normal gravity value computed on the
 SX0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0987.degrees latitude (g = 980.6199 gals.).
 SX0987
 SX0987.The modeled gravity was interpolated from observed gravity values.
 SX0987
 SX0987;                    North         East    Units  Estimated Accuracy
 SX0987;SPC WA N     -    29,000.      431,940.      MT  (+/- 180 meters Scaled)
 SX0987
 SX0987                          SUPERSEDED SURVEY CONTROL
 SX0987
 SX0987.No superseded survey control is available for this station.
 SX0987
 SX0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET958345(NAD 83)
 SX0987_MARKER: I = METAL ROD
 SX0987_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SX0987_SP_SET: STAINLESS STEEL ROD
 SX0987_STAMPING: C 529 1982
 SX0987_MARK LOGO: NGS   
 SX0987_PROJECTION: FLUSH
 SX0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0987_ROD/PIPE-DEPTH: 7.3  meters
 SX0987
 SX0987  HISTORY     - Date     Condition        Report By
 SX0987  HISTORY     - 1982     MONUMENTED       NGS
 SX0987
 SX0987                          STATION DESCRIPTION
 SX0987
 SX0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0987'18.7 KM (11.65 MI) SE FROM TACOMA WATER SUPPLY HEADWORKS.
 SX0987'15.4 KM (9.6 MI) SOUTHEAST ALONG SERVICE ROAD 212 FROM THE CONTROL
 SX0987'BUILDING AT THE TACOMA WATER SUPPLY HEADWORKS, THENCE 3.3 KM (2.05 MI)
 SX0987'SOUTHEAST ALONG SERVICE ROAD 5530, ON THE INSIDE OF A SHARP CURVE ON A
 SX0987'STEEP WINDING CURVE, ABOUT 60 PACES SOUTHWEST OF THE CROSSING OF A
 SX0987'POWER LINE, 10 METERS (33 FT) NORTH OF THE CENTERLINE OF THE ROAD, 17
 SX0987'METERS (56 FT) EAST OF THE EXTENDED CENTERLINE OF A TRACK ROAD LEADING
 SX0987'WEST, 33 METERS (108 FT) SOUTHEAST OF AND ACROSS THE ROAD FROM A
 SX0987'RAILROAD SPIKE IN A 12-INCH EVERGREEN TREE.
 SX0987'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 SX0987'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0093 ***********************************************************************
 SW0093  DESIGNATION -  C 53
 SW0093  PID         -  SW0093
 SW0093  STATE/COUNTY-  WA/LINCOLN
 SW0093  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW0093
 SW0093                         *CURRENT SURVEY CONTROL
 SW0093  ___________________________________________________________________
 SW0093* NAD 83(1986)-  47 21 45.     (N)    118 07 21.     (W)     SCALED    
 SW0093* NAVD 88     -       598.403  (meters)    1963.26   (feet)  ADJUSTED  
 SW0093  ___________________________________________________________________
 SW0093  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 SW0093  DYNAMIC HT  -         598.427 (meters)    1963.34  (feet)  COMP
 SW0093  MODELED GRAV-     980,633.5   (mgal)                       NAVD 88
 SW0093
 SW0093  VERT ORDER  -  SECOND    CLASS 0
 SW0093
 SW0093.The horizontal coordinates were scaled from a topographic map and have
 SW0093.an estimated accuracy of +/- 6 seconds.
 SW0093
 SW0093.The orthometric height was determined by differential leveling
 SW0093.and adjusted by the National Geodetic Survey in June 1991..
 SW0093
 SW0093.The geoid height was determined by GEOID03.
 SW0093
 SW0093.The dynamic height is computed by dividing the NAVD 88
 SW0093.geopotential number by the normal gravity value computed on the
 SW0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0093.degrees latitude (g = 980.6199 gals.).
 SW0093
 SW0093.The modeled gravity was interpolated from observed gravity values.
 SW0093
 SW0093;                    North         East    Units  Estimated Accuracy
 SW0093;SPC WA N     -    43,910.      704,740.      MT  (+/- 180 meters Scaled)
 SW0093
 SW0093                          SUPERSEDED SURVEY CONTROL
 SW0093
 SW0093  NGVD 29 (??/??/92)  597.224  (m)         1959.39   (f) ADJ UNCH    2 0
 SW0093
 SW0093.Superseded values are not recommended for survey control.
 SW0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0093.See file dsdata.txt to determine how the superseded data were derived.
 SW0093
 SW0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN152460(NAD 83)
 SW0093_MARKER: DB = BENCH MARK DISK
 SW0093_SETTING: 0 = UNSPECIFIED SETTING
 SW0093_STAMPING: C 53 1934
 SW0093_MARK LOGO: CGS   
 SW0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0093
 SW0093  HISTORY     - Date     Condition        Report By
 SW0093  HISTORY     - 1934     MONUMENTED       CGS
 SW0093  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0093  HISTORY     - 1981     GOOD             NGS
 SW0093
 SW0093                          STATION DESCRIPTION
 SW0093
 SW0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SW0093'10.3 MI NW FROM SPRAGUE.
 SW0093'10.3 MI. N.W. ALONG LINCOLN CO. ROAD TO SPRAGUE FROM POST OFFICE.
 SW0093'ALONG THE RIGHT OF WAY OF LINCOLN COUNTY ROAD TO SPRAGUE.  42 FEET
 SW0093'N.W. OF ROAD TO FARM OWNED BY GEORGE HARDING.  10 FEET S.W. OF EAST
 SW0093'CORNER OF PASTURE FENCE, AND 56 FEET S.W. OF CENTER LINE OF ROAD ON
 SW0093'CURVE OF ROAD.
 SW0093
 SW0093                          STATION RECOVERY (1966)
 SW0093
 SW0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0093'MARK NOT FOUND.
 SW0093
 SW0093                          STATION RECOVERY (1981)
 SW0093
 SW0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0093'16.3 KM (10.15 MILES) NORTHWEST ALONG STATE HIGHWAY 23 FROM
 SW0093'THE COLUMBIA BASIN OVERPASS AT SPRAGUE, THENCE 1.0 KM (0.6
 SW0093'MILE) WEST ALONG A GRAVEL ROAD, 16.0 METERS (52.5 FEET) NORTH
 SW0093'OF THE CENTERLINE OF THE ROAD, 7.5 METERS (24.5 FEET) WEST OF
 SW0093'THE CENTERLINE OF A GRAVEL ROAD LEADING NORTH, 1.2 METERS
 SW0093'(4.0 FEET) NORTH OF A FENCE CORNER POST, 0.5 METER (1.5 FEET)
 SW0093'EAST OF A BARB WIRE FENCE.-NOTE- NOT LEVELED TO IN 1981.
 SW0093'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 SW0093'THE MARK IS 0.9 M ABOVE THE EAST-WEST ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0952 ***********************************************************************
 SC0952  DESIGNATION -  C 530
 SC0952  PID         -  SC0952
 SC0952  STATE/COUNTY-  WA/PACIFIC
 SC0952  USGS QUAD   -  SOUTH BEND (1994)
 SC0952
 SC0952                         *CURRENT SURVEY CONTROL
 SC0952  ___________________________________________________________________
 SC0952* NAD 83(1986)-  46 40 11.     (N)    123 46 59.     (W)     SCALED    
 SC0952* NAVD 88     -         3.613  (meters)      11.85   (feet)  ADJUSTED  
 SC0952  ___________________________________________________________________
 SC0952  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SC0952  DYNAMIC HT  -           3.613 (meters)      11.85  (feet)  COMP
 SC0952  MODELED GRAV-     980,785.1   (mgal)                       NAVD 88
 SC0952
 SC0952  VERT ORDER  -  FIRST     CLASS II
 SC0952
 SC0952.The horizontal coordinates were scaled from a topographic map and have
 SC0952.an estimated accuracy of +/- 6 seconds.
 SC0952
 SC0952.The orthometric height was determined by differential leveling
 SC0952.and adjusted by the National Geodetic Survey in June 1991..
 SC0952
 SC0952.The geoid height was determined by GEOID03.
 SC0952
 SC0952.The dynamic height is computed by dividing the NAVD 88
 SC0952.geopotential number by the normal gravity value computed on the
 SC0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0952.degrees latitude (g = 980.6199 gals.).
 SC0952
 SC0952.The modeled gravity was interpolated from observed gravity values.
 SC0952
 SC0952;                    North         East    Units  Estimated Accuracy
 SC0952;SPC WA S     -   153,770.      248,860.      MT  (+/- 180 meters Scaled)
 SC0952
 SC0952                          SUPERSEDED SURVEY CONTROL
 SC0952
 SC0952.No superseded survey control is available for this station.
 SC0952
 SC0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS401687(NAD 83)
 SC0952_MARKER: I = METAL ROD
 SC0952_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC0952_SP_SET: STAINLESS STEEL ROD
 SC0952_STAMPING: C 530 1987
 SC0952_MARK LOGO: NGS   
 SC0952_PROJECTION: FLUSH
 SC0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0952_ROD/PIPE-DEPTH: 11.6 meters
 SC0952
 SC0952  HISTORY     - Date     Condition        Report By
 SC0952  HISTORY     - 1987     MONUMENTED       NGS
 SC0952
 SC0952                          STATION DESCRIPTION
 SC0952
 SC0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0952'2.3 KM (1.45 MI) NE FROM SOUTH BEND.
 SC0952'2.3 KM (1.45 MI) NORTHEAST ALONG US HIGHWAY 101 FROM THE JUNCTION OF
 SC0952'MEMORIAL AVENUE IN SOUTH BEND, 19.3 M (63.3 FT) SOUTHEAST OF THE
 SC0952'CENTERLINE OF THE HIGHWAY, 6.2 M (20.3 FT) EAST OF THE CENTERLINE OF
 SC0952'HARRISON STREET, 3.0 M (9.8 FT) SOUTHEAST OF A STOP SIGN, 0.91 M (3.0
 SC0952'FT) SOUTH OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 SC0952'THROUGH A 5-INCH LOGO CAP.
 SC0952'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 SC0952'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0990 ***********************************************************************
 SC0990  DESIGNATION -  C 531
 SC0990  PID         -  SC0990
 SC0990  STATE/COUNTY-  WA/PACIFIC
 SC0990  USGS QUAD   -  KNAPPTON (1984)
 SC0990
 SC0990                         *CURRENT SURVEY CONTROL
 SC0990  ___________________________________________________________________
 SC0990* NAD 83(1986)-  46 20 33.     (N)    123 48 50.     (W)     SCALED    
 SC0990* NAVD 88     -        11.885  (meters)      38.99   (feet)  ADJUSTED  
 SC0990  ___________________________________________________________________
 SC0990  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 SC0990  DYNAMIC HT  -          11.887 (meters)      39.00  (feet)  COMP
 SC0990  MODELED GRAV-     980,712.7   (mgal)                       NAVD 88
 SC0990
 SC0990  VERT ORDER  -  FIRST     CLASS II
 SC0990
 SC0990.The horizontal coordinates were scaled from a topographic map and have
 SC0990.an estimated accuracy of +/- 6 seconds.
 SC0990
 SC0990.The orthometric height was determined by differential leveling
 SC0990.and adjusted by the National Geodetic Survey in June 1991..
 SC0990
 SC0990.The geoid height was determined by GEOID03.
 SC0990
 SC0990.The dynamic height is computed by dividing the NAVD 88
 SC0990.geopotential number by the normal gravity value computed on the
 SC0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0990.degrees latitude (g = 980.6199 gals.).
 SC0990
 SC0990.The modeled gravity was interpolated from observed gravity values.
 SC0990
 SC0990;                    North         East    Units  Estimated Accuracy
 SC0990;SPC WA S     -   117,530.      244,980.      MT  (+/- 180 meters Scaled)
 SC0990
 SC0990                          SUPERSEDED SURVEY CONTROL
 SC0990
 SC0990.No superseded survey control is available for this station.
 SC0990
 SC0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS373324(NAD 83)
 SC0990_MARKER: I = METAL ROD
 SC0990_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC0990_SP_SET: STAINLESS STEEL ROD
 SC0990_STAMPING: C 531 1987
 SC0990_MARK LOGO: NGS   
 SC0990_PROJECTION: FLUSH
 SC0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0990_ROD/PIPE-DEPTH: 12.2 meters
 SC0990
 SC0990  HISTORY     - Date     Condition        Report By
 SC0990  HISTORY     - 1987     MONUMENTED       NGS
 SC0990  HISTORY     - 1989     GOOD             USPSQD
 SC0990
 SC0990                          STATION DESCRIPTION
 SC0990
 SC0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0990'4.1 KM (2.55 MI) SOUTH FROM NASELLE.
 SC0990'4.1 KM (2.55 MI) SOUTH ALONG STATE HIGHWAY 401 FROM THE JUNCTION OF
 SC0990'STATE HIGHWAY 4 IN NASELLE, 8.4 M (27.6 FT) EAST OF THE CENTERLINE OF
 SC0990'THE HIGHWAY, 14.5 M (47.6 FT) NORTH OF THE NORTH END OF THE EAST CURB
 SC0990'OF A BRIDGE OVER A CREEK, 2.6 M (8.5 FT) SOUTH OF THE NORTH END OF
 SC0990'THE EAST METAL GUARDRAIL, 0.82 M (2.7 FT) EAST OF THE GUARDRAIL.
 SC0990'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC0990'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 SC0990'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SC0990
 SC0990                          STATION RECOVERY (1989)
 SC0990
 SC0990'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SC0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1142 ***********************************************************************
 SC1142  DESIGNATION -  C 532
 SC1142  PID         -  SC1142
 SC1142  STATE/COUNTY-  WA/THURSTON
 SC1142  USGS QUAD   -  VIOLET PRAIRIE (1990)
 SC1142
 SC1142                         *CURRENT SURVEY CONTROL
 SC1142  ___________________________________________________________________
 SC1142* NAD 83(1986)-  46 47 53.     (N)    122 53 15.     (W)     SCALED    
 SC1142* NAVD 88     -        87.055  (meters)     285.61   (feet)  ADJUSTED  
 SC1142  ___________________________________________________________________
 SC1142  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 SC1142  DYNAMIC HT  -          87.069 (meters)     285.66  (feet)  COMP
 SC1142  MODELED GRAV-     980,770.4   (mgal)                       NAVD 88
 SC1142
 SC1142  VERT ORDER  -  FIRST     CLASS II
 SC1142
 SC1142.The horizontal coordinates were scaled from a topographic map and have
 SC1142.an estimated accuracy of +/- 6 seconds.
 SC1142
 SC1142.The orthometric height was determined by differential leveling
 SC1142.and adjusted by the National Geodetic Survey in June 1991..
 SC1142
 SC1142.The geoid height was determined by GEOID03.
 SC1142
 SC1142.The dynamic height is computed by dividing the NAVD 88
 SC1142.geopotential number by the normal gravity value computed on the
 SC1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1142.degrees latitude (g = 980.6199 gals.).
 SC1142
 SC1142.The modeled gravity was interpolated from observed gravity values.
 SC1142
 SC1142;                    North         East    Units  Estimated Accuracy
 SC1142;SPC WA S     -   165,560.      317,780.      MT  (+/- 180 meters Scaled)
 SC1142
 SC1142                          SUPERSEDED SURVEY CONTROL
 SC1142
 SC1142  NGVD 29 (05/16/90)   86.013  (m)          282.19   (f) ADJUSTED    1 2
 SC1142
 SC1142.Superseded values are not recommended for survey control.
 SC1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1142.See file dsdata.txt to determine how the superseded data were derived.
 SC1142
 SC1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES085827(NAD 83)
 SC1142_MARKER: I = METAL ROD
 SC1142_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1142_SP_SET: STAINLESS STEEL ROD
 SC1142_STAMPING: C 532 1987
 SC1142_MARK LOGO: NGS   
 SC1142_PROJECTION: FLUSH
 SC1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1142_ROD/PIPE-DEPTH: 13.1 meters
 SC1142
 SC1142  HISTORY     - Date     Condition        Report By
 SC1142  HISTORY     - 1987     MONUMENTED       NGS
 SC1142
 SC1142                          STATION DESCRIPTION
 SC1142
 SC1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1142'1.7 KM (1.05 MI) SW FROM BUCODA.
 SC1142'1.7 KM (1.05 MI) SOUTHWEST ALONG STATE HIGHWAY 507 FROM THE JUNCTION
 SC1142'OF 6TH STREET IN BUCODA, AT THE JUNCTION OF ROAD 20143
 SC1142'(A GRAVELED ROAD NORTHEAST), 7.92 M (26.0 FT) NORTHEAST OF THE HIGHWAY
 SC1142'CENTERLINE, 6.4 M (21.0 FT) NORTHWEST OF THE ROAD CENTER, 1.21 M
 SC1142'(4.0 FT) SOUTHEAST OF POWER POLE 554331. NOTE--ACCESS TO DATUM POINT
 SC1142'IS HAD THROUGH A 5-INCH LOGO CAP.
 SC1142'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 SC1142'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD1552 ***********************************************************************
 RD1552  DESIGNATION -  C 533
 RD1552  PID         -  RD1552
 RD1552  STATE/COUNTY-  WA/CLARK
 RD1552  USGS QUAD   -  VANCOUVER (1990)
 RD1552
 RD1552                         *CURRENT SURVEY CONTROL
 RD1552  ___________________________________________________________________
 RD1552* NAD 83(1986)-  45 39 23.     (N)    122 39 53.     (W)     SCALED    
 RD1552* NAVD 88     -        33.679  (meters)     110.50   (feet)  ADJUSTED  
 RD1552  ___________________________________________________________________
 RD1552  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 RD1552  DYNAMIC HT  -          33.679 (meters)     110.50  (feet)  COMP
 RD1552  MODELED GRAV-     980,627.0   (mgal)                       NAVD 88
 RD1552
 RD1552  VERT ORDER  -  FIRST     CLASS II
 RD1552
 RD1552.The horizontal coordinates were scaled from a topographic map and have
 RD1552.an estimated accuracy of +/- 6 seconds.
 RD1552
 RD1552.The orthometric height was determined by differential leveling
 RD1552.and adjusted by the National Geodetic Survey in June 1991..
 RD1552
 RD1552.The geoid height was determined by GEOID03.
 RD1552
 RD1552.The dynamic height is computed by dividing the NAVD 88
 RD1552.geopotential number by the normal gravity value computed on the
 RD1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1552.degrees latitude (g = 980.6199 gals.).
 RD1552
 RD1552.The modeled gravity was interpolated from observed gravity values.
 RD1552
 RD1552;                    North         East    Units  Estimated Accuracy
 RD1552;SPC WA S     -    38,220.      331,290.      MT  (+/- 180 meters Scaled)
 RD1552
 RD1552                          SUPERSEDED SURVEY CONTROL
 RD1552
 RD1552  NGVD 29 (05/16/90)   32.621  (m)          107.02   (f) ADJUSTED    1 2
 RD1552
 RD1552.Superseded values are not recommended for survey control.
 RD1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1552.See file dsdata.txt to determine how the superseded data were derived.
 RD1552
 RD1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER261559(NAD 83)
 RD1552_MARKER: I = METAL ROD
 RD1552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1552_SP_SET: STAINLESS STEEL ROD
 RD1552_STAMPING: C 533 1987
 RD1552_MARK LOGO: NGS   
 RD1552_PROJECTION: FLUSH
 RD1552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1552_ROD/PIPE-DEPTH: 8.5  meters
 RD1552
 RD1552  HISTORY     - Date     Condition        Report By
 RD1552  HISTORY     - 1987     MONUMENTED       NGS
 RD1552  HISTORY     - 20040414 MARK NOT FOUND   USPSQD
 RD1552
 RD1552                          STATION DESCRIPTION
 RD1552
 RD1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1552'2.0 KM (1.25 MI) NORTH FROM VANCOUVER.
 RD1552'2.0 KM (1.25 MI) NORTH ALONG INTERSTATE HIGHWAY 5 FROM THE FOURTH
 RD1552'PLAIN BOULEVARD OVERPASS IN VANCOUVER, IN THE SOUTH CORNER OF THE
 RD1552'CROSSING OF AN OVERPASS WHICH IS A MAIN STREET (US HIGHWAY 99) OFF
 RD1552'RAMP LEADING TO INTERSTATE HIGHWAY 5 NORTHBOUND, 39.3 M (128.9 FT)
 RD1552'WEST OF THE SOUTHBOUND LANES OF THE INTERSTATE HIGHWAY, 26.5 M (86.9
 RD1552'FT) SOUTH OF THE SOUTHEAST CORNER OF THE OVERPASS, 15.4 M (50.5 FT)
 RD1552'SOUTHEAST OF THE CENTERLINE OF THE OVERPASS, 0.6 M (2.0 FT) NORTHWEST
 RD1552'OF A RIGHT OF WAY FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 RD1552'THROUGH A 5-INCH LOGO CAP.
 RD1552'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 RD1552'THE MARK IS 7.6 M ABOVE THE INTERSTATE HIGHWAY.
 RD1552
 RD1552                          STATION RECOVERY (2004)
 RD1552
 RD1552'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1552'OVERPASS DESTROYED TO WIDEN HIGHWAY 5
 RD1552'MARK PROBABLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD1576 ***********************************************************************
 RD1576  DESIGNATION -  C 534
 RD1576  PID         -  RD1576
 RD1576  STATE/COUNTY-  WA/COWLITZ
 RD1576  USGS QUAD   -  DEER ISLAND (1990)
 RD1576
 RD1576                         *CURRENT SURVEY CONTROL
 RD1576  ___________________________________________________________________
 RD1576* NAD 83(1986)-  45 58 51.     (N)    122 49 25.     (W)     SCALED    
 RD1576* NAVD 88     -        13.831  (meters)      45.38   (feet)  ADJUSTED  
 RD1576  ___________________________________________________________________
 RD1576  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 RD1576  DYNAMIC HT  -          13.832 (meters)      45.38  (feet)  COMP
 RD1576  MODELED GRAV-     980,660.9   (mgal)                       NAVD 88
 RD1576
 RD1576  VERT ORDER  -  FIRST     CLASS II
 RD1576
 RD1576.The horizontal coordinates were scaled from a topographic map and have
 RD1576.an estimated accuracy of +/- 6 seconds.
 RD1576
 RD1576.The orthometric height was determined by differential leveling
 RD1576.and adjusted by the National Geodetic Survey in June 1991..
 RD1576
 RD1576.The geoid height was determined by GEOID03.
 RD1576
 RD1576.The dynamic height is computed by dividing the NAVD 88
 RD1576.geopotential number by the normal gravity value computed on the
 RD1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1576.degrees latitude (g = 980.6199 gals.).
 RD1576
 RD1576.The modeled gravity was interpolated from observed gravity values.
 RD1576
 RD1576;                    North         East    Units  Estimated Accuracy
 RD1576;SPC WA S     -    74,620.      319,980.      MT  (+/- 180 meters Scaled)
 RD1576
 RD1576                          SUPERSEDED SURVEY CONTROL
 RD1576
 RD1576  NGVD 29 (05/16/90)   12.781  (m)           41.93   (f) ADJUSTED    1 2
 RD1576
 RD1576.Superseded values are not recommended for survey control.
 RD1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1576.See file dsdata.txt to determine how the superseded data were derived.
 RD1576
 RD1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER136919(NAD 83)
 RD1576_MARKER: DB = BENCH MARK DISK
 RD1576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1576_SP_SET: STAINLESS STEEL ROD
 RD1576_STAMPING: C 534 1987
 RD1576_MARK LOGO: NGS   
 RD1576_PROJECTION: FLUSH
 RD1576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD1576+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2006
 RD1576_ROD/PIPE-DEPTH: 6.1  meters
 RD1576
 RD1576  HISTORY     - Date     Condition        Report By
 RD1576  HISTORY     - 1987     MONUMENTED       NGS
 RD1576  HISTORY     - 20040707 GOOD             USPSQD
 RD1576  HISTORY     - 20050702 GOOD             USPSQD
 RD1576  HISTORY     - 20060706 GOOD             USPSQD
 RD1576
 RD1576                          STATION DESCRIPTION
 RD1576
 RD1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1576'3.4 KM (2.10 MI) SOUTH FROM KALAMA.
 RD1576'3.42 KM (2.15 MI) SOUTH ALONG INTERSTATE HIGHWAY 5 FROM THE UNDERPASS
 RD1576'OF ELM STREET (EXIT 30) IN KALAMA, IN THE NORTH CORNER OF THE TODD
 RD1576'ROAD INTERCHANGE (EXIT 27), 40.5 M (132.9 FT) NORTHWEST OF THE
 RD1576'CENTERLINE OF ROBB ROAD, 25.3 M (83.0 FT) SOUTHWEST OF THE CENTERLINE
 RD1576'OF OLD PACIFIC HIGHWAY, 20.4 M (66.9 FT) NORTHEAST OF THE CENTERLINE
 RD1576'OF THE NORTHBOUND ON RAMP, 0.7 M (2.3 FT) WEST OF THE SOUTHEAST END
 RD1576'OF A FENCE, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE.  NOTE--ACCESS TO
 RD1576'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RD1576'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 RD1576'THE MARK IS 0.7 M BELOW THE ON RAMP.
 RD1576
 RD1576                          STATION RECOVERY (2004)
 RD1576
 RD1576'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1576'RECOVERED IN GOOD CONDITION.
 RD1576
 RD1576                          STATION RECOVERY (2005)
 RD1576
 RD1576'RECOVERY NOTE BY US POWER SQUADRON 2005
 RD1576'RECOVERED IN GOOD CONDITION.
 RD1576
 RD1576                          STATION RECOVERY (2006)
 RD1576
 RD1576'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD1576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1167 ***********************************************************************
 SC1167  DESIGNATION -  C 535
 SC1167  PID         -  SC1167
 SC1167  STATE/COUNTY-  WA/LEWIS
 SC1167  USGS QUAD   -  WINLOCK (1993)
 SC1167
 SC1167                         *CURRENT SURVEY CONTROL
 SC1167  ___________________________________________________________________
 SC1167* NAD 83(1986)-  46 27 38.     (N)    122 54 47.     (W)     SCALED    
 SC1167* NAVD 88     -       126.645  (meters)     415.50   (feet)  ADJUSTED  
 SC1167  ___________________________________________________________________
 SC1167  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SC1167  DYNAMIC HT  -         126.655 (meters)     415.53  (feet)  COMP
 SC1167  MODELED GRAV-     980,693.2   (mgal)                       NAVD 88
 SC1167
 SC1167  VERT ORDER  -  FIRST     CLASS II
 SC1167
 SC1167.The horizontal coordinates were scaled from a topographic map and have
 SC1167.an estimated accuracy of +/- 6 seconds.
 SC1167
 SC1167.The orthometric height was determined by differential leveling
 SC1167.and adjusted by the National Geodetic Survey in June 1991..
 SC1167
 SC1167.The geoid height was determined by GEOID03.
 SC1167
 SC1167.The dynamic height is computed by dividing the NAVD 88
 SC1167.geopotential number by the normal gravity value computed on the
 SC1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1167.degrees latitude (g = 980.6199 gals.).
 SC1167
 SC1167.The modeled gravity was interpolated from observed gravity values.
 SC1167
 SC1167;                    North         East    Units  Estimated Accuracy
 SC1167;SPC WA S     -   128,130.      314,680.      MT  (+/- 180 meters Scaled)
 SC1167
 SC1167                          SUPERSEDED SURVEY CONTROL
 SC1167
 SC1167  NGVD 29 (05/16/90)  125.610  (m)          412.11   (f) ADJUSTED    1 2
 SC1167
 SC1167.Superseded values are not recommended for survey control.
 SC1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1167.See file dsdata.txt to determine how the superseded data were derived.
 SC1167
 SC1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES066452(NAD 83)
 SC1167_MARKER: I = METAL ROD
 SC1167_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SC1167+WITH SETTING: INFORMATION.
 SC1167_SP_SET: SHALLOW-SET METAL ROD
 SC1167_STAMPING: C 535 1987
 SC1167_MARK LOGO: NGS   
 SC1167_PROJECTION: FLUSH
 SC1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1167_ROD/PIPE-DEPTH: 0.91 meters
 SC1167
 SC1167  HISTORY     - Date     Condition        Report By
 SC1167  HISTORY     - 1987     MONUMENTED       NGS
 SC1167
 SC1167                          STATION DESCRIPTION
 SC1167
 SC1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1167'6.4 KM (4.00 MI) SE FROM WINLOCK.
 SC1167'3.6 KM (2.25 MI) SOUTHEAST ALONG STATE HIGHWAY 603 FROM THE CROSSING
 SC1167'OF THE BURLINGTON NORTHERN-UNION PACIFIC RAILROAD IN WINLOCK, THENCE
 SC1167'2.74 KM (1.70 MI) SOUTH ALONG SOUTH MILITARY ROAD, 14.3 M (46.9 FT)
 SC1167'SOUTHEAST OF THE ROAD CENTERLINE, 7.3 M (24.0 FT) EAST OF THE CENTER
 SC1167'OF A LOGGING ROAD SOUTH, 0.30 M (1.0 FT) NORTH OF A WITNESS POST.
 SC1167'NOTE-- ROD DRIVEN TO ABRUPT REFUSAL AND ANCHORED. NOTE--ACCESS TO
 SC1167'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC1167'THE MARK IS 0.30 METERS  S FROM  A SECOND WITNESS POST
 SC1167'THE MARK IS ABOVE LEVEL WITH THE LOGGING ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0289 ***********************************************************************
 SD0289  DESIGNATION -  C 536
 SD0289  PID         -  SD0289
 SD0289  STATE/COUNTY-  WA/PACIFIC
 SD0289  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0289
 SD0289                         *CURRENT SURVEY CONTROL
 SD0289  ___________________________________________________________________
 SD0289* NAD 83(1986)-  46 19 52.     (N)    124 00 57.     (W)     SCALED    
 SD0289* NAVD 88     -         2.946  (meters)       9.67   (feet)  ADJUSTED  
 SD0289  ___________________________________________________________________
 SD0289  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 SD0289  DYNAMIC HT  -           2.946 (meters)       9.67  (feet)  COMP
 SD0289  MODELED GRAV-     980,712.7   (mgal)                       NAVD 88
 SD0289
 SD0289  VERT ORDER  -  FIRST     CLASS II
 SD0289
 SD0289.The horizontal coordinates were scaled from a topographic map and have
 SD0289.an estimated accuracy of +/- 6 seconds.
 SD0289
 SD0289.The orthometric height was determined by differential leveling
 SD0289.and adjusted by the National Geodetic Survey in June 1991..
 SD0289
 SD0289.The geoid height was determined by GEOID03.
 SD0289
 SD0289.The dynamic height is computed by dividing the NAVD 88
 SD0289.geopotential number by the normal gravity value computed on the
 SD0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0289.degrees latitude (g = 980.6199 gals.).
 SD0289
 SD0289.The modeled gravity was interpolated from observed gravity values.
 SD0289
 SD0289;                    North         East    Units  Estimated Accuracy
 SD0289;SPC WA S     -   116,930.      229,390.      MT  (+/- 180 meters Scaled)
 SD0289
 SD0289                          SUPERSEDED SURVEY CONTROL
 SD0289
 SD0289.No superseded survey control is available for this station.
 SD0289
 SD0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS218313(NAD 83)
 SD0289_MARKER: I = METAL ROD
 SD0289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0289_SP_SET: STAINLESS STEEL ROD
 SD0289_STAMPING: C 536  1987
 SD0289_MARK LOGO: NGS   
 SD0289_PROJECTION: FLUSH
 SD0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0289_ROD/PIPE-DEPTH: 22.0 meters
 SD0289
 SD0289  HISTORY     - Date     Condition        Report By
 SD0289  HISTORY     - 1987     MONUMENTED       NGS
 SD0289  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 SD0289
 SD0289                          STATION DESCRIPTION
 SD0289
 SD0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0289'3.2 KM (2.00 MI) EAST FROM SEAVIEW.
 SD0289'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0289'IN SEAVIEW, THENCE 3.14 KM (1.95 MI) EAST ALONG US HIGHWAY 101, NEAR
 SD0289'THE WEST END OF A BRIDGE BUILT IN 1979 OVER A CREEK, 21.0 M (68.9 FT)
 SD0289'NORTHWEST OF THE WEST END OF THE NORTH BRIDGE BANNISTER, 17.4 M (57.1
 SD0289'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 17.0 M (55.8 FT)
 SD0289'NORTHEAST OF POWER POLE G-23-13, 8.1 M (26.6 FT) NORTHWEST OF THE
 SD0289'WEST END OF THE NORTH METAL GUARDRAIL.  NOTE--ACCESS TO DATUM POINT
 SD0289'IS HAD THROUGH A 5-INCH LOGO CAP.
 SD0289'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 SD0289'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SD0289
 SD0289                          STATION RECOVERY (2005)
 SD0289
 SD0289'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SD0289'WITNESS POST LOCATED. LOTS OF DENSE VEGATATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0304 ***********************************************************************
 SD0304  DESIGNATION -  C 537
 SD0304  PID         -  SD0304
 SD0304  STATE/COUNTY-  WA/PACIFIC
 SD0304  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0304
 SD0304                         *CURRENT SURVEY CONTROL
 SD0304  ___________________________________________________________________
 SD0304* NAD 83(1986)-  46 20 25.     (N)    124 03 17.     (W)     SCALED    
 SD0304* NAVD 88     -         5.663  (meters)      18.58   (feet)  ADJUSTED  
 SD0304  ___________________________________________________________________
 SD0304  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 SD0304  DYNAMIC HT  -           5.664 (meters)      18.58  (feet)  COMP
 SD0304  MODELED GRAV-     980,708.1   (mgal)                       NAVD 88
 SD0304
 SD0304  VERT ORDER  -  FIRST     CLASS II
 SD0304
 SD0304.The horizontal coordinates were scaled from a topographic map and have
 SD0304.an estimated accuracy of +/- 6 seconds.
 SD0304
 SD0304.The orthometric height was determined by differential leveling
 SD0304.and adjusted by the National Geodetic Survey in June 1991..
 SD0304
 SD0304.The geoid height was determined by GEOID03.
 SD0304
 SD0304.The dynamic height is computed by dividing the NAVD 88
 SD0304.geopotential number by the normal gravity value computed on the
 SD0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0304.degrees latitude (g = 980.6199 gals.).
 SD0304
 SD0304.The modeled gravity was interpolated from observed gravity values.
 SD0304
 SD0304;                    North         East    Units  Estimated Accuracy
 SD0304;SPC WA S     -   118,090.      226,450.      MT  (+/- 180 meters Scaled)
 SD0304
 SD0304                          SUPERSEDED SURVEY CONTROL
 SD0304
 SD0304.No superseded survey control is available for this station.
 SD0304
 SD0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS188323(NAD 83)
 SD0304_MARKER: I = METAL ROD
 SD0304_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0304_SP_SET: STAINLESS STEEL ROD
 SD0304_STAMPING: C 537 1987
 SD0304_MARK LOGO: WA-049
 SD0304_PROJECTION: FLUSH
 SD0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0304+STABILITY: POSITION/ELEVATION WELL
 SD0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0304+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 SD0304_ROD/PIPE-DEPTH: 18.2 meters
 SD0304
 SD0304  HISTORY     - Date     Condition        Report By
 SD0304  HISTORY     - 1987     MONUMENTED       WA-049
 SD0304  HISTORY     - 1987     GOOD             NGS
 SD0304  HISTORY     - 20050205 GOOD             USPSQD
 SD0304
 SD0304                          STATION DESCRIPTION
 SD0304
 SD0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0304'0.6 KM (0.35 MI) NORTH FROM SEAVIEW.
 SD0304'0.96 KM (0.60 MI) NORTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0304'IN SEAVIEW, 4.9 M (16.1 FT) SOUTH OF THE CENTERLINE OF 18TH STREET,
 SD0304'12.0 M (39.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 3.87 M (12.7
 SD0304'FT) NORTHWEST OF A POST FOR A TEXACO SIGN.  NOTE--ACCESS TO DATUM
 SD0304'POINT IS HAD THROUGH AN 8-INCH IRON LOGO CAP.
 SD0304'THE MARK IS ABOVE LEVEL WITH THE STREET.
 SD0304
 SD0304                          STATION RECOVERY (2005)
 SD0304
 SD0304'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SD0304'TEXACO SIGN NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0328 ***********************************************************************
 SD0328  DESIGNATION -  C 538
 SD0328  PID         -  SD0328
 SD0328  STATE/COUNTY-  WA/PACIFIC
 SD0328  USGS QUAD   -  OYSTERVILLE (1994)
 SD0328
 SD0328                         *CURRENT SURVEY CONTROL
 SD0328  ___________________________________________________________________
 SD0328* NAD 83(1986)-  46 32 56.     (N)    124 02 17.     (W)     SCALED    
 SD0328* NAVD 88     -         6.262  (meters)      20.54   (feet)  ADJUSTED  
 SD0328  ___________________________________________________________________
 SD0328  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 SD0328  DYNAMIC HT  -           6.263 (meters)      20.55  (feet)  COMP
 SD0328  MODELED GRAV-     980,730.2   (mgal)                       NAVD 88
 SD0328
 SD0328  VERT ORDER  -  FIRST     CLASS II
 SD0328
 SD0328.The horizontal coordinates were scaled from a topographic map and have
 SD0328.an estimated accuracy of +/- 6 seconds.
 SD0328
 SD0328.The orthometric height was determined by differential leveling
 SD0328.and adjusted by the National Geodetic Survey in June 1991..
 SD0328
 SD0328.The geoid height was determined by GEOID03.
 SD0328
 SD0328.The dynamic height is computed by dividing the NAVD 88
 SD0328.geopotential number by the normal gravity value computed on the
 SD0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0328.degrees latitude (g = 980.6199 gals.).
 SD0328
 SD0328.The modeled gravity was interpolated from observed gravity values.
 SD0328
 SD0328;                    North         East    Units  Estimated Accuracy
 SD0328;SPC WA S     -   141,190.      228,770.      MT  (+/- 180 meters Scaled)
 SD0328
 SD0328                          SUPERSEDED SURVEY CONTROL
 SD0328
 SD0328.No superseded survey control is available for this station.
 SD0328
 SD0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS204555(NAD 83)
 SD0328_MARKER: I = METAL ROD
 SD0328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0328_SP_SET: STAINLESS STEEL ROD
 SD0328_STAMPING: C 538 1987
 SD0328_MARK LOGO: WA-049
 SD0328_PROJECTION: FLUSH
 SD0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0328+STABILITY: POSITION/ELEVATION WELL
 SD0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0328+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 SD0328_ROD/PIPE-DEPTH: 20.7 meters
 SD0328
 SD0328  HISTORY     - Date     Condition        Report By
 SD0328  HISTORY     - 1987     MONUMENTED       WA-049
 SD0328  HISTORY     - 1987     GOOD             NGS
 SD0328  HISTORY     - 1988     GOOD             USPSQD
 SD0328  HISTORY     - 20060318 GOOD             USPSQD
 SD0328  HISTORY     - 20060330 MARK NOT FOUND   USPSQD
 SD0328
 SD0328                          STATION DESCRIPTION
 SD0328
 SD0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0328'26.6 KM (16.55 MI) NE FROM SEAVIEW.
 SD0328'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0328'IN SEAVIEW, THENCE 0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101,
 SD0328'THENCE 25.3 KM (15.70 MI) NORTH ALONG SANDRIDGE ROAD, THENCE 0.48 KM
 SD0328'(0.30 MI) WEST ALONG OYSTERVILLE ROAD, AT THE JUNCTION OF STACK POLE
 SD0328'ROAD NORTH, ALSO 0.72 KM (0.45 MI) WEST OF THE FIRE STATION IN
 SD0328'OYSTERVILLE, 2.43 M (8.0 FT) SOUTH OF THE CENTERLINE OF OYSTERVILLE
 SD0328'ROAD, 3.65 M (12.0 FT) EAST OF THE EXTENDED CENTERLINE OF STACK POLE
 SD0328'ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH AN 8-INCH IRON LOGO
 SD0328'CAP.
 SD0328'THE MARK IS 12.0 METERS  SE FROM  A WITNESS POST
 SD0328'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SD0328
 SD0328                          STATION RECOVERY (1988)
 SD0328
 SD0328'RECOVERY NOTE BY US POWER SQUADRON 1988 (DJM)
 SD0328'RECOVERED IN GOOD CONDITION.
 SD0328
 SD0328                          STATION RECOVERY (2006)
 SD0328
 SD0328'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SD0328'RECOVERED IN GOOD CONDITION.
 SD0328
 SD0328                          STATION RECOVERY (2006)
 SD0328
 SD0328'RECOVERY NOTE BY US POWER SQUADRON 2006 (JWM)
 SD0328'WITNESS POST WAS LOCATED AND A LARGE HOLE IS IN THE GROUND WHERE MARK
 SD0328'SHOULD HAVE BEEN LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0351 ***********************************************************************
 SD0351  DESIGNATION -  C 539
 SD0351  PID         -  SD0351
 SD0351  STATE/COUNTY-  WA/PACIFIC
 SD0351  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0351
 SD0351                         *CURRENT SURVEY CONTROL
 SD0351  ___________________________________________________________________
 SD0351* NAD 83(1986)-  46 21 03.     (N)    124 01 57.     (W)     SCALED    
 SD0351* NAVD 88     -         4.058  (meters)      13.31   (feet)  ADJUSTED  
 SD0351  ___________________________________________________________________
 SD0351  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SD0351  DYNAMIC HT  -           4.058 (meters)      13.31  (feet)  COMP
 SD0351  MODELED GRAV-     980,712.3   (mgal)                       NAVD 88
 SD0351
 SD0351  VERT ORDER  -  FIRST     CLASS II
 SD0351
 SD0351.The horizontal coordinates were scaled from a topographic map and have
 SD0351.an estimated accuracy of +/- 6 seconds.
 SD0351
 SD0351.The orthometric height was determined by differential leveling
 SD0351.and adjusted by the National Geodetic Survey in June 1991..
 SD0351
 SD0351.The geoid height was determined by GEOID03.
 SD0351
 SD0351.The dynamic height is computed by dividing the NAVD 88
 SD0351.geopotential number by the normal gravity value computed on the
 SD0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0351.degrees latitude (g = 980.6199 gals.).
 SD0351
 SD0351.The modeled gravity was interpolated from observed gravity values.
 SD0351
 SD0351;                    North         East    Units  Estimated Accuracy
 SD0351;SPC WA S     -   119,180.      228,210.      MT  (+/- 180 meters Scaled)
 SD0351
 SD0351                          SUPERSEDED SURVEY CONTROL
 SD0351
 SD0351.No superseded survey control is available for this station.
 SD0351
 SD0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS205335(NAD 83)
 SD0351_MARKER: I = METAL ROD
 SD0351_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0351_SP_SET: STAINLESS STEEL ROD
 SD0351_STAMPING: C 539 1987
 SD0351_MARK LOGO: WA-049
 SD0351_PROJECTION: FLUSH
 SD0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0351+STABILITY: POSITION/ELEVATION WELL
 SD0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0351+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 SD0351_ROD/PIPE-DEPTH: 17.3 meters
 SD0351
 SD0351  HISTORY     - Date     Condition        Report By
 SD0351  HISTORY     - 1987     MONUMENTED       WA-049
 SD0351  HISTORY     - 1987     GOOD             NGS
 SD0351  HISTORY     - 1988     GOOD             USPSQD
 SD0351  HISTORY     - 20010218 GOOD             USPSQD
 SD0351  HISTORY     - 20050205 GOOD             USPSQD
 SD0351  HISTORY     - 20060318 GOOD             USPSQD
 SD0351
 SD0351                          STATION DESCRIPTION
 SD0351
 SD0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0351'3.6 KM (2.25 MI) NE FROM SEAVIEW.
 SD0351'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0351'IN SEAVIEW, THENCE 0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101,
 SD0351'THENCE 2.75 KM (1.70 MI) NORTH ALONG SANDRIDGE ROAD, 0.91 M (3.0 FT)
 SD0351'SOUTH OF THE EXTENDED CENTERLINE OF ROAD 67TH PL LEADING EAST, 1.21 M
 SD0351'(4.0 FT) WEST OF THE CENTERLINE OF SANDRIDGE ROAD.  NOTE--ACCESS TO
 SD0351'DATUM POINT IS HAD THROUGH AN 8-INCH IRON LOGO CAP SET IN THE ASPHALT
 SD0351'OF THE SOUTHBOUND LANE OF SANRIDGE ROAD.
 SD0351'THE MARK IS 10.7 METERS  SE FROM  A WITNESS POST
 SD0351'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SD0351
 SD0351                          STATION RECOVERY (1988)
 SD0351
 SD0351'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 SD0351'RECOVERED IN GOOD CONDITION.
 SD0351
 SD0351                          STATION RECOVERY (2001)
 SD0351
 SD0351'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJB)
 SD0351'RECOVERED IN GOOD CONDITION.
 SD0351
 SD0351                          STATION RECOVERY (2005)
 SD0351
 SD0351'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SD0351'RECOVERED IN GOOD CONDITION.
 SD0351
 SD0351                          STATION RECOVERY (2006)
 SD0351
 SD0351'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCT)
 SD0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1317 ***********************************************************************
 RZ1317  DESIGNATION -  C 54
 RZ1317  PID         -  RZ1317
 RZ1317  STATE/COUNTY-  WA/WHITMAN
 RZ1317  USGS QUAD   -  WINONA (1981)
 RZ1317
 RZ1317                         *CURRENT SURVEY CONTROL
 RZ1317  ___________________________________________________________________
 RZ1317* NAD 83(1986)-  46 57 27.     (N)    117 48 05.     (W)     SCALED    
 RZ1317* NAVD 88     -       461.836  (meters)    1515.21   (feet)  ADJUSTED  
 RZ1317  ___________________________________________________________________
 RZ1317  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 RZ1317  DYNAMIC HT  -         461.847 (meters)    1515.24  (feet)  COMP
 RZ1317  MODELED GRAV-     980,622.7   (mgal)                       NAVD 88
 RZ1317
 RZ1317  VERT ORDER  -  SECOND    CLASS 0
 RZ1317
 RZ1317.The horizontal coordinates were scaled from a topographic map and have
 RZ1317.an estimated accuracy of +/- 6 seconds.
 RZ1317
 RZ1317.The orthometric height was determined by differential leveling
 RZ1317.and adjusted by the National Geodetic Survey in June 1991..
 RZ1317
 RZ1317.The geoid height was determined by GEOID03.
 RZ1317
 RZ1317.The dynamic height is computed by dividing the NAVD 88
 RZ1317.geopotential number by the normal gravity value computed on the
 RZ1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1317.degrees latitude (g = 980.6199 gals.).
 RZ1317
 RZ1317.The modeled gravity was interpolated from observed gravity values.
 RZ1317
 RZ1317;                    North         East    Units  Estimated Accuracy
 RZ1317;SPC WA S     -   184,040.      705,360.      MT  (+/- 180 meters Scaled)
 RZ1317
 RZ1317                          SUPERSEDED SURVEY CONTROL
 RZ1317
 RZ1317  NGVD 29 (??/??/92)  460.791  (m)         1511.78   (f) ADJ UNCH    2 0
 RZ1317
 RZ1317.Superseded values are not recommended for survey control.
 RZ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1317.See file dsdata.txt to determine how the superseded data were derived.
 RZ1317
 RZ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN390007(NAD 83)
 RZ1317_MARKER: DB = BENCH MARK DISK
 RZ1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1317_STAMPING: C 54 1934
 RZ1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1317+STABILITY: SURFACE MOTION
 RZ1317
 RZ1317  HISTORY     - Date     Condition        Report By
 RZ1317  HISTORY     - 1934     MONUMENTED       CGS
 RZ1317
 RZ1317                          STATION DESCRIPTION
 RZ1317
 RZ1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RZ1317'0.8 MI N FROM WINONA.
 RZ1317'0.8 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 RZ1317'WINONA, 27 YARDS SOUTHWEST OF MILEPOST 1, 295 YARDS SOUTH OF A PUBLIC
 RZ1317'ROAD CROSSING, 179 YARDS SOUTH OF WOODEN TRESTLE 1.09, 47 FEET WEST OF
 RZ1317'CENTER LINE OF THE TRACK, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 RZ1317'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1675 ***********************************************************************
 SV1675  DESIGNATION -  C 540
 SV1675  PID         -  SV1675
 SV1675  STATE/COUNTY-  WA/SPOKANE
 SV1675  USGS QUAD   -  SETTERS (1980)
 SV1675
 SV1675                         *CURRENT SURVEY CONTROL
 SV1675  ___________________________________________________________________
 SV1675* NAD 83(1986)-  47 26 22.     (N)    117 05 13.     (W)     SCALED    
 SV1675* NAVD 88     -       740.667  (meters)    2430.01   (feet)  ADJUSTED  
 SV1675  ___________________________________________________________________
 SV1675  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 SV1675  DYNAMIC HT  -         740.676 (meters)    2430.03  (feet)  COMP
 SV1675  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 SV1675
 SV1675  VERT ORDER  -  FIRST     CLASS II
 SV1675
 SV1675.The horizontal coordinates were scaled from a topographic map and have
 SV1675.an estimated accuracy of +/- 6 seconds.
 SV1675
 SV1675.The orthometric height was determined by differential leveling
 SV1675.and adjusted by the National Geodetic Survey in June 1991..
 SV1675
 SV1675.The geoid height was determined by GEOID03.
 SV1675
 SV1675.The dynamic height is computed by dividing the NAVD 88
 SV1675.geopotential number by the normal gravity value computed on the
 SV1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1675.degrees latitude (g = 980.6199 gals.).
 SV1675
 SV1675.The modeled gravity was interpolated from observed gravity values.
 SV1675
 SV1675;                    North         East    Units  Estimated Accuracy
 SV1675;SPC WA N     -    55,740.      782,480.      MT  (+/- 180 meters Scaled)
 SV1675
 SV1675                          SUPERSEDED SURVEY CONTROL
 SV1675
 SV1675.No superseded survey control is available for this station.
 SV1675
 SV1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN934540(NAD 83)
 SV1675_MARKER: I = METAL ROD
 SV1675_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SV1675+WITH SETTING: INFORMATION.
 SV1675_SP_SET: METAL ROD DRIVEN INTO GROUND
 SV1675_STAMPING: C 540 1989
 SV1675_MARK LOGO: NGS   
 SV1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1675+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1675
 SV1675  HISTORY     - Date     Condition        Report By
 SV1675  HISTORY     - 1989     MONUMENTED       NGS
 SV1675
 SV1675                          STATION DESCRIPTION
 SV1675
 SV1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1675'MARK IS LOCATED ALONG HOXIE ROAD, ABOUT 2.5 KM (1.55 MI) WEST OF THE
 SV1675'WASHINGTON-IDAHO STATE LINE AND THE JUNCTION OF IDAHO STATE HIGHWAY
 SV1675'58.  REACHED FROM THE JUNCTION OF HOXIE ROAD, EMMA STREET AND TOLL
 SV1675'ROAD IN THE TOWN OF ROCKFORD, WASHINGTON, GO SOUTHEAST ON HOXIE ROAD
 SV1675'FOR 4.25 KM (2.65 MI) TO THE MARK ON THE LEFT AND A LARGE LONE PINE
 SV1675'TREE.  IT IS 9.0 M (29.5 FT) NORTHWEST FROM THE CENTERLINE OF THE
 SV1675'ROAD, 7.8 M (25.6 FT) EAST FROM A 36-INCH DIAMETER LONE PINE TREE,
 SV1675'0.5 M (1.6 FT) SOUTHEAST FROM A FENCE AND 0.7 M (2.3 FT) SOUTHWEST
 SV1675'FROM A WITNESS POST.  MARK WAS SET TO ANCHORED REFUSAL AT 2.4 M (7.9
 SV1675'FT) AND IS FLUSH WITH THE GROUND, AND 0.5 M (1.6 FT) BELOW THE ROAD.
 SV1675'MARK IS A STAINLESS STEEL ROD WITH A CENTER PUNCH HOLE IN THE TOP.
 SV1675'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1544 ***********************************************************************
 SA1544  DESIGNATION -  C 55
 SA1544  PID         -  SA1544
 SA1544  STATE/COUNTY-  WA/GRANT
 SA1544  USGS QUAD   -  FRENCHMAN HILLS LAKE (1986)
 SA1544
 SA1544                         *CURRENT SURVEY CONTROL
 SA1544  ___________________________________________________________________
 SA1544* NAD 83(1986)-  46 55 42.     (N)    119 37 17.     (W)     SCALED    
 SA1544* NAVD 88     -       321.258  (meters)    1053.99   (feet)  ADJUSTED  
 SA1544  ___________________________________________________________________
 SA1544  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 SA1544  DYNAMIC HT  -         321.277 (meters)    1054.06  (feet)  COMP
 SA1544  MODELED GRAV-     980,665.4   (mgal)                       NAVD 88
 SA1544
 SA1544  VERT ORDER  -  SECOND    CLASS 0
 SA1544
 SA1544.The horizontal coordinates were scaled from a topographic map and have
 SA1544.an estimated accuracy of +/- 6 seconds.
 SA1544
 SA1544.The orthometric height was determined by differential leveling
 SA1544.and adjusted by the National Geodetic Survey in June 1991..
 SA1544
 SA1544.The geoid height was determined by GEOID03.
 SA1544
 SA1544.The dynamic height is computed by dividing the NAVD 88
 SA1544.geopotential number by the normal gravity value computed on the
 SA1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1544.degrees latitude (g = 980.6199 gals.).
 SA1544
 SA1544.The modeled gravity was interpolated from observed gravity values.
 SA1544
 SA1544;                    North         East    Units  Estimated Accuracy
 SA1544;SPC WA S     -   177,660.      566,910.      MT  (+/- 180 meters Scaled)
 SA1544
 SA1544                          SUPERSEDED SURVEY CONTROL
 SA1544
 SA1544  NGVD 29 (??/??/92)  320.165  (m)         1050.41   (f) ADJ UNCH    2 0
 SA1544
 SA1544.Superseded values are not recommended for survey control.
 SA1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1544.See file dsdata.txt to determine how the superseded data were derived.
 SA1544
 SA1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN004005(NAD 83)
 SA1544_MARKER: DB = BENCH MARK DISK
 SA1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1544_STAMPING: C 55 1934
 SA1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1544+STABILITY: SURFACE MOTION
 SA1544
 SA1544  HISTORY     - Date     Condition        Report By
 SA1544  HISTORY     - 1934     MONUMENTED       CGS
 SA1544  HISTORY     - 1959     MARK NOT FOUND   NGS
 SA1544  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA1544
 SA1544                          STATION DESCRIPTION
 SA1544
 SA1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SA1544'9.1 MI SE FROM LOWGAP.
 SA1544'9.1 MILES SOUTHEAST ALONG THE BURKE-CORFU ROAD FROM THE ABANDONED
 SA1544'SCHOOL-HOUSE AT LOWGAP, GRANT COUNTY, 2.0 MILES EAST OF BENCH MARK
 SA1544'1115 (U.S.G.S.) DESCRIBED ABOVE, AT THE SOUTHWEST CORNER OF SECTION
 SA1544'30, T 17 N, R 26 E, AT THE INTERSECTION OF A SECTION-LINE ROAD, 68
 SA1544'FEET WEST OF THE CENTERLINE OF THE NORTH-AND SOUTH ROAD, 20.5 FEET
 SA1544'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND ON THE EAST
 SA1544'SIDE OF SMALL DRAW.  A STANDARD DISK STAMPED C 55 1934 AND SET IN THE
 SA1544'TOP OF A CONCRETE POST.
 SA1544
 SA1544                          STATION RECOVERY (1967)
 SA1544
 SA1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI3167 ***********************************************************************
 AI3167  DESIGNATION -  C 551
 AI3167  PID         -  AI3167
 AI3167  STATE/COUNTY-  WA/KING
 AI3167  USGS QUAD   -  VASHON (1994)
 AI3167
 AI3167                         *CURRENT SURVEY CONTROL
 AI3167  ___________________________________________________________________
 AI3167* NAD 83(1986)-  47 23 31.     (N)    122 24 40.     (W)     SCALED    
 AI3167* NAVD 88     -       104.960  (meters)     344.36   (feet)  POSTED    
 AI3167  ___________________________________________________________________
 AI3167  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AI3167  DYNAMIC HT  -         104.980 (meters)     344.42  (feet)  COMP
 AI3167  MODELED GRAV-     980,784.8   (mgal)                       NAVD 88
 AI3167
 AI3167  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AI3167
 AI3167.The horizontal coordinates were scaled from a topographic map and have
 AI3167.an estimated accuracy of +/- 6 seconds.
 AI3167
 AI3167.The orthometric height was determined by differential leveling
 AI3167.and adjusted by the National Geodetic Survey in July 2002..
 AI3167.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AI3167.rate of 0.0 thru 1.0 mm/km.
 AI3167
 AI3167.The geoid height was determined by GEOID03.
 AI3167
 AI3167.The dynamic height is computed by dividing the NAVD 88
 AI3167.geopotential number by the normal gravity value computed on the
 AI3167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3167.degrees latitude (g = 980.6199 gals.).
 AI3167
 AI3167.The modeled gravity was interpolated from observed gravity values.
 AI3167
 AI3167;                    North         East    Units  Estimated Accuracy
 AI3167;SPC WA N     -    44,800.      380,890.      MT  (+/- 180 meters Scaled)
 AI3167
 AI3167                          SUPERSEDED SURVEY CONTROL
 AI3167
 AI3167.No superseded survey control is available for this station.
 AI3167
 AI3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET444488(NAD 83)
 AI3167_MARKER: I = METAL ROD
 AI3167_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI3167_STAMPING: C 551 1996
 AI3167_MARK LOGO: NGS   
 AI3167_PROJECTION: FLUSH
 AI3167_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3167_ROD/PIPE-DEPTH: 12   meters
 AI3167_SLEEVE-DEPTH  : 0.9 meters
 AI3167
 AI3167  HISTORY     - Date     Condition        Report By
 AI3167  HISTORY     - 1996     MONUMENTED       NGS
 AI3167
 AI3167                          STATION DESCRIPTION
 AI3167
 AI3167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 AI3167'TO REACH FROM THE JUNCTION OF 116TH ST AND VASHON HIGHWAY IN VASHON GO
 AI3167'SOUTH ON VASHON HIGHWAY 1 MILE (1.6 KM) TO A CROSSROAD AND STATION H
 AI3167'352 AT THE K2 FACTORY, CONTINUE SOUTH FOR 1 MILE (1.6 KM) TO 210TH
 AI3167'STREET AND STATION J 352 RESET ON THE RIGHT, CONTINUE SOUTH FOR 1 MILE
 AI3167'(1.6 KM) TO A REVERSE FORK AND STATION FL 13 ON THE RIGHT, CONTINUE
 AI3167'SOUTH FOR 0.05 MILE (0.08 KM) TO A SIDE ROAD LEFT, QUARTERMASTER DR,
 AI3167'TURN LEFT AND GO EAST FOR 1 MILE (1.6 KM) TO STATION E 551 ON THE
 AI3167'LEFT, CONTINUE EAST FOR 0.2 MILE (0.3 KM) TO STATION 5340 KC0 ON THE
 AI3167'RIGHT, CONTINUE EASTERLY FOR 0.3 MILE (0.5 KM) TO DOCKTON ROAD.  TURN
 AI3167'RIGHT AND GO SOUTHEASTERLY FOR 0.3 MILE (0.5 KM) TO STATION D 551 ON
 AI3167'THE RIGHT, CONTINUE EASTERLY FOR 0.2 MILE (0.3 KM) TO A FORK, TAKE
 AI3167'LEFT FORK AND GO EAST FOR 1.1 MILES (1.8 KM) TO A SIDE ROAD LEFT AND
 AI3167'STATION C 551.  IT IS 23.5 FEET (7.2 M) WEST OF THE CENTERLINE OF 63RD
 AI3167'AVE, 20 FEET (6.1 M) NORTHEAST OF THE CENTERLINE OF POINT ROBINSON
 AI3167'ROAD, 4 FEET (1.2 M) WEST OF A 4X4 POST WITH STOP SIGN, 3.5 FEET (1.1
 AI3167'M) NORTH OF A POWER POLE AND 1.5 FEET (0.5 M) SOUTHWEST OF A WITNESS
 AI3167'POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AI3167'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AG9930 ***********************************************************************
 AG9930  DESIGNATION -  C 552
 AG9930  PID         -  AG9930
 AG9930  STATE/COUNTY-  WA/KLICKITAT
 AG9930  USGS QUAD   -  THE DALLES NORTH (1994)
 AG9930
 AG9930                         *CURRENT SURVEY CONTROL
 AG9930  ___________________________________________________________________
 AG9930* NAD 83(1986)-  45 40 44.     (N)    121 14 33.     (W)     SCALED    
 AG9930* NAVD 88     -        35.737  (meters)     117.25   (feet)  ADJUSTED  
 AG9930  ___________________________________________________________________
 AG9930  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AG9930  DYNAMIC HT  -          35.737 (meters)     117.25  (feet)  COMP
 AG9930  MODELED GRAV-     980,604.1   (mgal)                       NAVD 88
 AG9930
 AG9930  VERT ORDER  -  FIRST     CLASS II
 AG9930
 AG9930.The horizontal coordinates were scaled from a topographic map and have
 AG9930.an estimated accuracy of +/- 6 seconds.
 AG9930
 AG9930.The orthometric height was determined by differential leveling
 AG9930.and adjusted by the National Geodetic Survey in July 2002..
 AG9930
 AG9930.The geoid height was determined by GEOID03.
 AG9930
 AG9930.The dynamic height is computed by dividing the NAVD 88
 AG9930.geopotential number by the normal gravity value computed on the
 AG9930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9930.degrees latitude (g = 980.6199 gals.).
 AG9930
 AG9930.The modeled gravity was interpolated from observed gravity values.
 AG9930
 AG9930;                    North         East    Units  Estimated Accuracy
 AG9930;SPC WA S     -    38,680.      442,150.      MT  (+/- 180 meters Scaled)
 AG9930
 AG9930                          SUPERSEDED SURVEY CONTROL
 AG9930
 AG9930.No superseded survey control is available for this station.
 AG9930
 AG9930_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR368598(NAD 83)
 AG9930_MARKER: DV = VERTICAL CONTROL DISK
 AG9930_SETTING: 66 = SET IN ROCK OUTCROP
 AG9930_STAMPING: C 552 1998
 AG9930_MARK LOGO: NGS   
 AG9930_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG9930+STABILITY: POSITION/ELEVATION WELL
 AG9930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9930+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 AG9930
 AG9930  HISTORY     - Date     Condition        Report By
 AG9930  HISTORY     - 1998     MONUMENTED       NGS
 AG9930  HISTORY     - 20060605 GOOD             USPSQD
 AG9930
 AG9930                          STATION DESCRIPTION
 AG9930
 AG9930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9930'4.3 KM (2.65 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 AG9930'STATE HIGHWAY 142 IN LYLE, NEAR THE WEST END OF A 5 BY 8-FT EXPOSED
 AG9930'AREA OF BEDROCK AT THE WEST END OF A RAILROAD CUT, 17.6 M (57.7 FT)
 AG9930'SOUTH OF THE HIGHWAY CENTERLINE, 4.3 M (14.1 FT) NORTH OF THE NEAR
 AG9930'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 1.9 M (6.2 FT) ABOVE THE
 AG9930'LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
 AG9930
 AG9930                          STATION RECOVERY (2006)
 AG9930
 AG9930'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 AG9930'THIS STATION WILL BE DESTROYED IN 60 DAYS FOR ROAD IMPROVEMENTS
 AG9930' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AG9934 ***********************************************************************
 AG9934  DESIGNATION -  C 553
 AG9934  PID         -  AG9934
 AG9934  STATE/COUNTY-  WA/KLICKITAT
 AG9934  USGS QUAD   -  LYLE (1994)
 AG9934
 AG9934                         *CURRENT SURVEY CONTROL
 AG9934  ___________________________________________________________________
 AG9934* NAD 83(1986)-  45 41 17.     (N)    121 16 28.     (W)     SCALED    
 AG9934* NAVD 88     -        33.124  (meters)     108.67   (feet)  ADJUSTED  
 AG9934  ___________________________________________________________________
 AG9934  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AG9934  DYNAMIC HT  -          33.124 (meters)     108.67  (feet)  COMP
 AG9934  MODELED GRAV-     980,610.0   (mgal)                       NAVD 88
 AG9934
 AG9934  VERT ORDER  -  FIRST     CLASS II
 AG9934
 AG9934.The horizontal coordinates were scaled from a topographic map and have
 AG9934.an estimated accuracy of +/- 6 seconds.
 AG9934
 AG9934.The orthometric height was determined by differential leveling
 AG9934.and adjusted by the National Geodetic Survey in July 2002..
 AG9934
 AG9934.The geoid height was determined by GEOID03.
 AG9934
 AG9934.The dynamic height is computed by dividing the NAVD 88
 AG9934.geopotential number by the normal gravity value computed on the
 AG9934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9934.degrees latitude (g = 980.6199 gals.).
 AG9934
 AG9934.The modeled gravity was interpolated from observed gravity values.
 AG9934
 AG9934;                    North         East    Units  Estimated Accuracy
 AG9934;SPC WA S     -    39,720.      439,670.      MT  (+/- 180 meters Scaled)
 AG9934
 AG9934                          SUPERSEDED SURVEY CONTROL
 AG9934
 AG9934.No superseded survey control is available for this station.
 AG9934
 AG9934_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR343608(NAD 83)
 AG9934_MARKER: DV = VERTICAL CONTROL DISK
 AG9934_SETTING: 66 = SET IN ROCK OUTCROP
 AG9934_STAMPING: C 553 1998
 AG9934_MARK LOGO: NGS   
 AG9934_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG9934+STABILITY: POSITION/ELEVATION WELL
 AG9934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9934+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AG9934
 AG9934  HISTORY     - Date     Condition        Report By
 AG9934  HISTORY     - 1998     MONUMENTED       NGS
 AG9934
 AG9934                          STATION DESCRIPTION
 AG9934
 AG9934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9934'1.3 KM (0.80 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 AG9934'IN LYLE, IN A 2 BY 4-FT AREA OF EXPOSED BEDROCK, 14.2 M (46.6 FT)
 AG9934'SOUTH OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) NORTH OF THE NEAR
 AG9934'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 3.1 M (10.2 FT) SOUTH OF
 AG9934'SOUTHEAST CORNER OF THE MOST EASTERLY OF 2 HIGHWAY TUNNELS, AND 0.1 M
 AG9934'(0.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE MARK IS ON HIGHWAY
 AG9934'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0380 ***********************************************************************
 SW0380  DESIGNATION -  C 57
 SW0380  PID         -  SW0380
 SW0380  STATE/COUNTY-  WA/LINCOLN
 SW0380  USGS QUAD   -  GOVAN (1969)
 SW0380
 SW0380                         *CURRENT SURVEY CONTROL
 SW0380  ___________________________________________________________________
 SW0380* NAD 83(1986)-  47 44 42.     (N)    118 51 38.     (W)     SCALED    
 SW0380* NAVD 88     -       630.149  (meters)    2067.41   (feet)  ADJUSTED  
 SW0380  ___________________________________________________________________
 SW0380  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 SW0380  DYNAMIC HT  -         630.183 (meters)    2067.53  (feet)  COMP
 SW0380  MODELED GRAV-     980,645.8   (mgal)                       NAVD 88
 SW0380
 SW0380  VERT ORDER  -  SECOND    CLASS 0
 SW0380
 SW0380.The horizontal coordinates were scaled from a topographic map and have
 SW0380.an estimated accuracy of +/- 6 seconds.
 SW0380
 SW0380.The orthometric height was determined by differential leveling
 SW0380.and adjusted by the National Geodetic Survey in June 1991..
 SW0380
 SW0380.The geoid height was determined by GEOID03.
 SW0380
 SW0380.The dynamic height is computed by dividing the NAVD 88
 SW0380.geopotential number by the normal gravity value computed on the
 SW0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0380.degrees latitude (g = 980.6199 gals.).
 SW0380
 SW0380.The modeled gravity was interpolated from observed gravity values.
 SW0380
 SW0380;                    North         East    Units  Estimated Accuracy
 SW0380;SPC WA N     -    84,730.      647,920.      MT  (+/- 180 meters Scaled)
 SW0380
 SW0380                          SUPERSEDED SURVEY CONTROL
 SW0380
 SW0380  NGVD 29 (??/??/92)  628.961  (m)         2063.52   (f) ADJ UNCH    2 0
 SW0380
 SW0380.Superseded values are not recommended for survey control.
 SW0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0380.See file dsdata.txt to determine how the superseded data were derived.
 SW0380
 SW0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN605896(NAD 83)
 SW0380_MARKER: DB = BENCH MARK DISK
 SW0380_SETTING: 66 = SET IN ROCK OUTCROP
 SW0380_SP_SET: ROCK CUT
 SW0380_STAMPING: C 57 1934
 SW0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0380+STABILITY: POSITION/ELEVATION WELL
 SW0380
 SW0380  HISTORY     - Date     Condition        Report By
 SW0380  HISTORY     - 1934     MONUMENTED       CGS
 SW0380  HISTORY     - 1966     GOOD             NGS
 SW0380
 SW0380                          STATION DESCRIPTION
 SW0380
 SW0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0380'2.2 MI W FROM GOVAN.
 SW0380'THE MARK IS 46 FEET SOUTHWEST OF THE TRACK, 3 FEET NORTHEAST OF A
 SW0380'WOODEN WITNESS POST, AND ON A RISE BETWEEN TWO LOW SPOTS, 9 RAILS
 SW0380'NORTHWEST OF MILEPOST 83.  TO REACH FROM THE HIGHWAY OVERPASS (OVER
 SW0380'RAILROAD), 1 MILE WEST OF GOVAN, GO WEST ON U. S. HIGHWAY 2 FOR ABOUT
 SW0380'100 YARDS TO A GATE ON THE RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD
 SW0380'NORTH 0.7 MILE TO A FENCE AND CULTIVATED FIELD, WALK NORTHWEST ABOUT
 SW0380'200 YARDS TO A 6-FOOT ROCK CUT ON THE RAILROAD AND MILEPOST 83,
 SW0380'CONTINUE NORTH 9 RAILS TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0602 ***********************************************************************
 SX0602  DESIGNATION -  C 58
 SX0602  PID         -  SX0602
 SX0602  STATE/COUNTY-  WA/CHELAN
 SX0602  USGS QUAD   -  WINTON (1989)
 SX0602
 SX0602                         *CURRENT SURVEY CONTROL
 SX0602  ___________________________________________________________________
 SX0602* NAD 83(1986)-  47 42 33.     (N)    120 41 49.     (W)     SCALED    
 SX0602* NAVD 88     -       582.800  (meters)    1912.07   (feet)  ADJUSTED  
 SX0602  ___________________________________________________________________
 SX0602  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 SX0602  DYNAMIC HT  -         582.827 (meters)    1912.16  (feet)  COMP
 SX0602  MODELED GRAV-     980,640.3   (mgal)                       NAVD 88
 SX0602
 SX0602  VERT ORDER  -  SECOND    CLASS 0
 SX0602
 SX0602.The horizontal coordinates were scaled from a topographic map and have
 SX0602.an estimated accuracy of +/- 6 seconds.
 SX0602
 SX0602.The orthometric height was determined by differential leveling
 SX0602.and adjusted by the National Geodetic Survey in June 1991..
 SX0602
 SX0602.The geoid height was determined by GEOID03.
 SX0602
 SX0602.The dynamic height is computed by dividing the NAVD 88
 SX0602.geopotential number by the normal gravity value computed on the
 SX0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0602.degrees latitude (g = 980.6199 gals.).
 SX0602
 SX0602.The modeled gravity was interpolated from observed gravity values.
 SX0602
 SX0602;                    North         East    Units  Estimated Accuracy
 SX0602;SPC WA N     -    78,860.      510,240.      MT  (+/- 180 meters Scaled)
 SX0602
 SX0602                          SUPERSEDED SURVEY CONTROL
 SX0602
 SX0602  NGVD 29 (??/??/92)  581.567  (m)         1908.02   (f) ADJ UNCH    2 0
 SX0602
 SX0602.Superseded values are not recommended for survey control.
 SX0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0602.See file dsdata.txt to determine how the superseded data were derived.
 SX0602
 SX0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT727865(NAD 83)
 SX0602_MARKER: DB = BENCH MARK DISK
 SX0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0602_SP_SET: WING WALL
 SX0602_STAMPING: C 58 1934
 SX0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0602
 SX0602  HISTORY     - Date     Condition        Report By
 SX0602  HISTORY     - 1934     MONUMENTED       CGS
 SX0602  HISTORY     - 1941     GOOD             NGS
 SX0602
 SX0602                          STATION DESCRIPTION
 SX0602
 SX0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SX0602'3.0 MI E FROM WINTON.
 SX0602'3.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0602'WINTON, CHELAN COUNTY, AT TUNNEL 13.5, AT THE PORTAL, IN THE TOP OF
 SX0602'THE CONCRETE BASE OF THE SOUTH WING WALL, AND 9 FEET SOUTH OF THE
 SX0602'TRACK.  A STANDARD DISK, STAMPED C 58 1934.  NOTE-- THIS BENCH MARK
 SX0602'MAY ALSO BE REACHED FROM WINTON BY GOING 3.7 MILES SOUTH ALONG THE
 SX0602'STEVENS PASS HIGHWAY TO THE INTERSECTION OF THE RIVER ROAD LEADING TO
 SX0602'PLAIN, THENCE 4.2 MILES NORTHEAST ALONG THE RIVER ROAD, AND THENCE 300
 SX0602'FEET UP A STEEP HILL TO THE TUNNEL PORTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0515 ***********************************************************************
 TR0515  DESIGNATION -  C 6
 TR0515  PID         -  TR0515
 TR0515  STATE/COUNTY-  WA/ISLAND
 TR0515  USGS QUAD   -  OAK HARBOR (1973)
 TR0515
 TR0515                         *CURRENT SURVEY CONTROL
 TR0515  ___________________________________________________________________
 TR0515* NAD 83(1991)-  48 18 27.75196(N)    122 39 46.50495(W)     ADJUSTED  
 TR0515* NAVD 88     -        60.702  (meters)     199.15   (feet)  ADJUSTED  
 TR0515  ___________________________________________________________________
 TR0515  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 TR0515  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 TR0515  DYNAMIC HT  -          60.716 (meters)     199.20  (feet)  COMP
 TR0515  MODELED GRAV-     980,845.5   (mgal)                       NAVD 88
 TR0515
 TR0515  HORZ ORDER  -  THIRD
 TR0515  VERT ORDER  -  FIRST     CLASS II
 TR0515
 TR0515.The horizontal coordinates were established by classical geodetic methods
 TR0515.and adjusted by the National Geodetic Survey in December 1991..
 TR0515
 TR0515.The orthometric height was determined by differential leveling
 TR0515.and adjusted by the National Geodetic Survey in June 1991..
 TR0515
 TR0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0515
 TR0515.The geoid height was determined by GEOID03.
 TR0515
 TR0515.The dynamic height is computed by dividing the NAVD 88
 TR0515.geopotential number by the normal gravity value computed on the
 TR0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0515.degrees latitude (g = 980.6199 gals.).
 TR0515
 TR0515.The modeled gravity was interpolated from observed gravity values.
 TR0515
 TR0515;                    North         East     Units Scale Factor Converg.
 TR0515;SPC WA N     -   147,008.372   364,300.368   MT  0.99994773   -1 21 43.8
 TR0515;SPC WA N     -   482,309.97  1,195,208.79   sFT  0.99994773   -1 21 43.8
 TR0515;UTM  10      - 5,350,556.612   524,994.890   MT  0.99960768   +0 15 06.2
 TR0515
 TR0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0515!SPC WA N     -   0.99999398  x   0.99994773  =   0.99994171
 TR0515!UTM  10      -   0.99999398  x   0.99960768  =   0.99960166
 TR0515
 TR0515:                Primary Azimuth Mark                     Grid Az
 TR0515:SPC WA N     -  OH 4 TP 1952                             091 44 39.0
 TR0515:UTM  10      -  OH 4 TP 1952                             090 07 49.0
 TR0515
 TR0515|---------------------------------------------------------------------|
 TR0515| PID    Reference Object                     Distance      Geod. Az  |
 TR0515|                                                           dddmmss.s |
 TR0515| TR1320 OH 4 TP 1952                        457.336 METERS 0902255.2 |
 TR0515| TR0514 C 5                                 207.009 METERS 27204     |
 TR0515|---------------------------------------------------------------------|
 TR0515
 TR0515                          SUPERSEDED SURVEY CONTROL
 TR0515
 TR0515  NAD 83(1986)-  48 18 27.75255(N)    122 39 46.51037(W) AD(       ) 3
 TR0515  NAD 27      -  48 18 28.39400(N)    122 39 41.89400(W) AD(       ) 3
 TR0515  NGVD 29 (??/??/92)   59.554  (m)          195.39   (f) ADJ UNCH    1 2
 TR0515
 TR0515.Superseded values are not recommended for survey control.
 TR0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0515.See file dsdata.txt to determine how the superseded data were derived.
 TR0515
 TR0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2499550557(NAD 83)
 TR0515_MARKER: DE = TRAVERSE STATION DISK
 TR0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0515_STAMPING: C 6 1952
 TR0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0515+STABILITY: SURFACE MOTION
 TR0515
 TR0515  HISTORY     - Date     Condition        Report By
 TR0515  HISTORY     - 1952     MONUMENTED       CGS
 TR0515  HISTORY     - 1952     GOOD             CGS
 TR0515  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0515  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0515
 TR0515                          STATION DESCRIPTION
 TR0515
 TR0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0515'THE STATION IS IN THE CENTERLINE OF THE ROAD ABOUT 100 YDS. EAST
 TR0515'OF THE TOP OF A GRADE IN THE ROAD AND 0.25 MILE WEST OF THE
 TR0515'JUNCTION OF THE COUNTY ASPHALT ROAD AND STATE HIGHWAY 1-D, WHICH
 TR0515'IS 1.8 MILES WEST AND NORTH OF THE OAK HARBOR POST OFFICE.
 TR0515'
 TR0515'THE MARK IS A STANDARD BRONZE DISK, STAMPED C-6, 1952, SET IN A
 TR0515'CONCRETE MONUMENT 6 INCHES BELOW THE ROAD SURFACE AND COVERED WITH
 TR0515'A CAST IRON CASING, WHICH IS 24.5 FT. SOUTH OF A TELEPHONE POLE
 TR0515'AND 51.0 FT. NORTHWEST OF A POWER LINE POLE.
 TR0515'
 TR0515'THE CASING MAY BE COVERED WITH ABOUT AN INCH OF ASPHALT.
 TR0515
 TR0515                          STATION RECOVERY (1952)
 TR0515
 TR0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0515'2.1 MI N FROM OAK HARBOR.
 TR0515'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0515'THENCE 1.4 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 0.3 MILE WEST
 TR0515'ALONG A COUNTY ASPHALT ROAD, ON THE CENTER LINE OF THE ROAD, ABOUT 100
 TR0515'YARDS EAST OF THE TOP OF A GRADE, 221.5 FEET WEST OF B.M. OH (USED),
 TR0515'24 1/2 FEET SOUTH OF A TELEPHONE POLE, 51 FEET NORTHWEST OF A POWER
 TR0515'LINE POLE, 0.5 FOOT BELOW THE ROAD SURFACE, AND SET IN THE TOP OF A
 TR0515'CONCRETE POST WHICH IS ENCASED BY A 6-INCH IRON PIPE WITH A CAST IRON
 TR0515'COVER.  NOTE-- THE CAST IRON COVER HAS BEEN COVERED WITH A 2-INCH
 TR0515'LAYER OF ASPHALT.
 TR0515
 TR0515                          STATION RECOVERY (1960)
 TR0515
 TR0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0515'THE LOCATION OF THE STATION WAS DETERMINED AND MEASUREMENTS GIVEN
 TR0515'IN THE DESCRIPTION WERE CHECKED.  THE STATION SITE IS 61.8
 TR0515'FT. NORTHWEST OF A POWER POLE INSTEAD OF 51 FT. THE TOP OF THE
 TR0515'IRON CASING PROTECTING THE MARK IS COVERED WITH 4 INCHES OF
 TR0515'ASPHALT AND THE MARK WAS NOT DUG FOR.
 TR0515
 TR0515                          STATION RECOVERY (1973)
 TR0515
 TR0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0264 ***********************************************************************
 TR0264  DESIGNATION -  C 60
 TR0264  PID         -  TR0264
 TR0264  STATE/COUNTY-  WA/SNOHOMISH
 TR0264  USGS QUAD   -  STIMSON HILL (1985)
 TR0264
 TR0264                         *CURRENT SURVEY CONTROL
 TR0264  ___________________________________________________________________
 TR0264* NAD 83(1986)-  48 16 00.     (N)    122 00 52.     (W)     SCALED    
 TR0264* NAVD 88     -        43.236  (meters)     141.85   (feet)  ADJUSTED  
 TR0264  ___________________________________________________________________
 TR0264  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 TR0264  DYNAMIC HT  -          43.244 (meters)     141.88  (feet)  COMP
 TR0264  MODELED GRAV-     980,794.4   (mgal)                       NAVD 88
 TR0264
 TR0264  VERT ORDER  -  SECOND    CLASS 0
 TR0264
 TR0264.The horizontal coordinates were scaled from a topographic map and have
 TR0264.an estimated accuracy of +/- 6 seconds.
 TR0264
 TR0264.The orthometric height was determined by differential leveling
 TR0264.and adjusted by the National Geodetic Survey in June 1991..
 TR0264
 TR0264.The geoid height was determined by GEOID03.
 TR0264
 TR0264.The dynamic height is computed by dividing the NAVD 88
 TR0264.geopotential number by the normal gravity value computed on the
 TR0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0264.degrees latitude (g = 980.6199 gals.).
 TR0264
 TR0264.The modeled gravity was interpolated from observed gravity values.
 TR0264
 TR0264;                    North         East    Units  Estimated Accuracy
 TR0264;SPC WA N     -   141,510.      412,320.      MT  (+/- 180 meters Scaled)
 TR0264
 TR0264                          SUPERSEDED SURVEY CONTROL
 TR0264
 TR0264  NGVD 29 (??/??/92)   42.100  (m)          138.12   (f) ADJ UNCH    2 0
 TR0264
 TR0264.Superseded values are not recommended for survey control.
 TR0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0264.See file dsdata.txt to determine how the superseded data were derived.
 TR0264
 TR0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU731464(NAD 83)
 TR0264_MARKER: DB = BENCH MARK DISK
 TR0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0264_STAMPING: C 60 1934
 TR0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0264+STABILITY: SURFACE MOTION
 TR0264
 TR0264  HISTORY     - Date     Condition        Report By
 TR0264  HISTORY     - 1934     MONUMENTED       CGS
 TR0264  HISTORY     - 1955     MARK NOT FOUND   USGS
 TR0264  HISTORY     - 1982     MARK NOT FOUND   USGS
 TR0264  HISTORY     - 1984     MARK NOT FOUND   NGS
 TR0264  HISTORY     - 19991222 MARK NOT FOUND   USPSQD
 TR0264
 TR0264                          STATION DESCRIPTION
 TR0264
 TR0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TR0264'7.9 MI NE FROM ARLINGTON.
 TR0264'7.9 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TR0264'STATION AT ARLINGTON, SNOHOMISH COUNTY, 6-1/4 RAILS EAST OF MILEPOST
 TR0264'7, 3 RAILS WEST OF STEEL BRIDGE NO. 7 OVER NORTH FORK STILAGUAMISH
 TR0264'RIVER, 33 FEET WEST OF A ROAD CROSSING, AND 14 FEET SOUTH OF THE
 TR0264'TRACK.  A STANDARD DISK, STAMPED C 60 1934 AND SET IN THE TOP OF A
 TR0264'CONCRETE POST.
 TR0264
 TR0264                          STATION RECOVERY (1955)
 TR0264
 TR0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 TR0264'MARK NOT FOUND.
 TR0264
 TR0264                          STATION RECOVERY (1982)
 TR0264
 TR0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 TR0264'MARK NOT FOUND.
 TR0264
 TR0264                          STATION RECOVERY (1984)
 TR0264
 TR0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TR0264'MARK NOT FOUND.
 TR0264
 TR0264                          STATION RECOVERY (1999)
 TR0264
 TR0264'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0135 ***********************************************************************
 TQ0135  DESIGNATION -  C 61
 TQ0135  PID         -  TQ0135
 TQ0135  STATE/COUNTY-  WA/SKAGIT
 TQ0135  USGS QUAD   -  GRANDY LAKE (1989)
 TQ0135
 TQ0135                         *CURRENT SURVEY CONTROL
 TQ0135  ___________________________________________________________________
 TQ0135* NAD 83(1986)-  48 32 31.     (N)    121 48 03.     (W)     SCALED    
 TQ0135* NAVD 88     -        73.910  (meters)     242.49   (feet)  ADJUSTED  
 TQ0135  ___________________________________________________________________
 TQ0135  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 TQ0135  DYNAMIC HT  -          73.925 (meters)     242.54  (feet)  COMP
 TQ0135  MODELED GRAV-     980,825.1   (mgal)                       NAVD 88
 TQ0135
 TQ0135  VERT ORDER  -  FIRST     CLASS I
 TQ0135
 TQ0135.The horizontal coordinates were scaled from a topographic map and have
 TQ0135.an estimated accuracy of +/- 6 seconds.
 TQ0135
 TQ0135.The orthometric height was determined by differential leveling
 TQ0135.and adjusted by the National Geodetic Survey in June 1991..
 TQ0135
 TQ0135.The geoid height was determined by GEOID03.
 TQ0135
 TQ0135.The dynamic height is computed by dividing the NAVD 88
 TQ0135.geopotential number by the normal gravity value computed on the
 TQ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0135.degrees latitude (g = 980.6199 gals.).
 TQ0135
 TQ0135.The modeled gravity was interpolated from observed gravity values.
 TQ0135
 TQ0135;                    North         East    Units  Estimated Accuracy
 TQ0135;SPC WA N     -   171,890.      428,560.      MT  (+/- 180 meters Scaled)
 TQ0135
 TQ0135                          SUPERSEDED SURVEY CONTROL
 TQ0135
 TQ0135  NGVD 29 (??/??/92)   72.761  (m)          238.72   (f) ADJ UNCH    1 1
 TQ0135
 TQ0135.Superseded values are not recommended for survey control.
 TQ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0135.See file dsdata.txt to determine how the superseded data were derived.
 TQ0135
 TQ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU885772(NAD 83)
 TQ0135_MARKER: DB = BENCH MARK DISK
 TQ0135_SETTING: 0 = UNSPECIFIED SETTING
 TQ0135_STAMPING: C 61 1934
 TQ0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0135
 TQ0135  HISTORY     - Date     Condition        Report By
 TQ0135  HISTORY     - 1934     MONUMENTED       CGS
 TQ0135  HISTORY     - 1981     GOOD             NGS
 TQ0135
 TQ0135                          STATION DESCRIPTION
 TQ0135
 TQ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TQ0135'2.6 MI W FROM CONCRETE.
 TQ0135'2.6 MI. W. ALONG THE G. N. RR. FROM RR. STATION. ALONG THE RIGHT OF
 TQ0135'WAY OF THE GREAT NORTHERN RAILROAD.  2 RAIL LENGTHS (APPROXIMATELY 22
 TQ0135'YARDS) EAST OF MILE POST NO. 42, 46 FEET NORTH OF THE TRACK AT PRIVATE
 TQ0135'CROSSING TO FARM OWNED BY C. B. CARPENTER, AND 2 FEET WEST OF THE
 TQ0135'SOUTH WEST CORNER OF THE BARN YARD FENCE.
 TQ0135
 TQ0135                          STATION RECOVERY (1981)
 TQ0135
 TQ0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TQ0135'1.9 MILES WEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION WITH SUPERIOR
 TQ0135'AVE IN CONCRETE TO A SIDE ROAD RIGHT THENCE WEST ON THE SURFACE ROAD
 TQ0135'FOR 0.3 MILE TO THE TOP OF A RISE AND RAILROAD MILE POST 42 AND THE
 TQ0135'MARK 26.58 METERS NORTHEAST AND ACROSS THE THE TRACK FROM THE
 TQ0135'MILEPOST, 14 METERS NORTH OF THE NORTHRAIL, 0.76 METER WEST OF A
 TQ0135'FENCE CORNER, 1.52 METERS WEST OF A SIGN NUMBER 4159.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0891 ***********************************************************************
 SC0891  DESIGNATION -  C 62
 SC0891  PID         -  SC0891
 SC0891  STATE/COUNTY-  WA/PACIFIC
 SC0891  USGS QUAD   -  SOUTH BEND (1994)
 SC0891
 SC0891                         *CURRENT SURVEY CONTROL
 SC0891  ___________________________________________________________________
 SC0891* NAD 83(1986)-  46 40 28.     (N)    123 46 02.     (W)     SCALED    
 SC0891* NAVD 88     -         3.508  (meters)      11.51   (feet)  ADJUSTED  
 SC0891  ___________________________________________________________________
 SC0891  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 SC0891  DYNAMIC HT  -           3.509 (meters)      11.51  (feet)  COMP
 SC0891  MODELED GRAV-     980,783.4   (mgal)                       NAVD 88
 SC0891
 SC0891  VERT ORDER  -  FIRST     CLASS II
 SC0891
 SC0891.The horizontal coordinates were scaled from a topographic map and have
 SC0891.an estimated accuracy of +/- 6 seconds.
 SC0891
 SC0891.The orthometric height was determined by differential leveling
 SC0891.and adjusted by the National Geodetic Survey in June 1991..
 SC0891.WARNING-Repeat measurements at this control monument indicate possible
 SC0891.vertical movement.
 SC0891
 SC0891.The geoid height was determined by GEOID03.
 SC0891
 SC0891.The dynamic height is computed by dividing the NAVD 88
 SC0891.geopotential number by the normal gravity value computed on the
 SC0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0891.degrees latitude (g = 980.6199 gals.).
 SC0891
 SC0891.The modeled gravity was interpolated from observed gravity values.
 SC0891
 SC0891;                    North         East    Units  Estimated Accuracy
 SC0891;SPC WA S     -   154,240.      250,100.      MT  (+/- 180 meters Scaled)
 SC0891
 SC0891                          SUPERSEDED SURVEY CONTROL
 SC0891
 SC0891  NGVD 29 (??/??/92)    2.692  (m)            8.83   (f) ADJ UNCH    1 2
 SC0891
 SC0891.Superseded values are not recommended for survey control.
 SC0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0891.See file dsdata.txt to determine how the superseded data were derived.
 SC0891
 SC0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS413692(NAD 83)
 SC0891_MARKER: DB = BENCH MARK DISK
 SC0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0891_SP_SET: CONCRETE POST
 SC0891_STAMPING: C 62 1934
 SC0891_MARK LOGO: CGS   
 SC0891_PROJECTION: FLUSH
 SC0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0891+STABILITY: SURFACE MOTION
 SC0891
 SC0891  HISTORY     - Date     Condition        Report By
 SC0891  HISTORY     - 1934     MONUMENTED       CGS
 SC0891  HISTORY     - 1962     GOOD             NGS
 SC0891  HISTORY     - 1987     GOOD             NGS
 SC0891
 SC0891                          STATION DESCRIPTION
 SC0891
 SC0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0891'2.1 MI SW FROM RAYMOND.
 SC0891'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 101 FROM THE RAYMOND FIRE HALL,
 SC0891'0.2 MILE NORTH OF HIGHWAY MILE POST NO. 55, 90 FEET WEST OF THE
 SC0891'SOUTHWEST CORNER OF THE CANARY COTTAGE CAFE, 67 FEET NORTH OF THE
 SC0891'NORTHWEST END OF CULVERT NO. 54/85, 49 FEET EAST OF THE EAST RAIL OF
 SC0891'THE RAILROAD TRACKS, 44 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 SC0891'HIGHWAY 101 AND 0.5 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK
 SC0891'PROJECTS 2 INCHES.
 SC0891
 SC0891                          STATION RECOVERY (1987)
 SC0891
 SC0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0891'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM (2.30
 SC0891'MI) SOUTHWEST ALONG US HIGHWAY 101 FROM THE JUNCTION OF COMMERCIAL
 SC0891'STREET IN RAYMOND, 10.7 M (35.1 FT) NORTHWEST OF THE CENTERLINE OF
 SC0891'THE HIGHWAY, 22.0 M (72.2 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF
 SC0891'COLORADO AVENUE.
 SC0891'THE MARK IS 0.30 METERS  ENE FROM  A WITNESS POST
 SC0891'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0355 ***********************************************************************
 SC0355  DESIGNATION -  C 63
 SC0355  PID         -  SC0355
 SC0355  STATE/COUNTY-  WA/WAHKIAKUM
 SC0355  USGS QUAD   -  SKAMOKAWA (1985)
 SC0355
 SC0355                         *CURRENT SURVEY CONTROL
 SC0355  ___________________________________________________________________
 SC0355* NAD 83(1986)-  46 20 51.     (N)    123 29 15.     (W)     SCALED    
 SC0355* NAVD 88     -       232.225  (meters)     761.89   (feet)  ADJUSTED  
 SC0355  ___________________________________________________________________
 SC0355  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 SC0355  DYNAMIC HT  -         232.251 (meters)     761.98  (feet)  COMP
 SC0355  MODELED GRAV-     980,723.5   (mgal)                       NAVD 88
 SC0355
 SC0355  VERT ORDER  -  FIRST     CLASS II
 SC0355
 SC0355.The horizontal coordinates were scaled from a topographic map and have
 SC0355.an estimated accuracy of +/- 6 seconds.
 SC0355
 SC0355.The orthometric height was determined by differential leveling
 SC0355.and adjusted by the National Geodetic Survey in June 1991..
 SC0355.WARNING-Repeat measurements at this control monument indicate possible
 SC0355.vertical movement.
 SC0355
 SC0355.The geoid height was determined by GEOID03.
 SC0355
 SC0355.The dynamic height is computed by dividing the NAVD 88
 SC0355.geopotential number by the normal gravity value computed on the
 SC0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0355.degrees latitude (g = 980.6199 gals.).
 SC0355
 SC0355.The modeled gravity was interpolated from observed gravity values.
 SC0355
 SC0355;                    North         East    Units  Estimated Accuracy
 SC0355;SPC WA S     -   117,080.      270,100.      MT  (+/- 180 meters Scaled)
 SC0355
 SC0355                          SUPERSEDED SURVEY CONTROL
 SC0355
 SC0355  NGVD 29 (??/??/92)  231.292  (m)          758.83   (f) ADJ UNCH    1 2
 SC0355
 SC0355.Superseded values are not recommended for survey control.
 SC0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0355.See file dsdata.txt to determine how the superseded data were derived.
 SC0355
 SC0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS624327(NAD 83)
 SC0355_MARKER: DB = BENCH MARK DISK
 SC0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0355_STAMPING: C 63 1934
 SC0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0355+STABILITY: SURFACE MOTION
 SC0355
 SC0355  HISTORY     - Date     Condition        Report By
 SC0355  HISTORY     - 1934     MONUMENTED       CGS
 SC0355  HISTORY     - 1962     POOR             NGS
 SC0355  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0355
 SC0355                          STATION DESCRIPTION
 SC0355
 SC0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0355'6.2 MI SE FROM GRAYS RIVER.
 SC0355'MARK IS AT THE SITE OF AN ABANDONED HIGHWAY MAINTENANCE CAMP, 80 FEET
 SC0355'EAST OF AN OLD STUMP ABOUT 10 FEET HIGH, 25 FEET SOUTH OF THE CENTER
 SC0355'OF THE MACADAM ROAD, (OLD U.S. HIGHWAY 830), 18 FEET SOUTHEAST OF THE
 SC0355'NORTHEAST CORNER OF A LOADING PLATFORM, 18 FEET NORTHEAST OF THE
 SC0355'SOUTHEAST CORNER OF THE LOADING PLATFORM AND 2 FEET EAST OF A STEEL
 SC0355'WITNESS POST.  THE MARK PROJECTS 1 FOOT.  REACHED FROM THE LOWER
 SC0355'COLUMBIA COOPERATIVE DAIRY ASSOCIATION BUILDING AT GRAYS RIVER GO
 SC0355'SOUTHEAST ON U.S. HIGHWAY 830 FOR 5.1 MILES TO A CROSSROAD, JUST
 SC0355'BEFORE REACHING THE HIGHWAY MAINTENANCE CAMP, TURN LEFT AND GO
 SC0355'NORTHEASTERLY ON MACADAM ROAD FOR 1.1 MILES TO BENCH MARK C 63 ON THE
 SC0355'RIGHT.  NOTE-- THE EARTH HAD ERODED FROM THREE SIDES OF THE CONCRETE
 SC0355'MONUMENT BUT IT WAS IN AN UPRIGHT POSITION.  IN AN EFFORT TO PRESERVE
 SC0355'ITS VALUE THE MAINTENANCE MAN PLACED A FORM 2 FEET SQUARE AROUND THE
 SC0355'MONUMENT THEN FILLED IT WITH EARTH AND CONCRETE.
 SC0355
 SC0355                          STATION RECOVERY (1981)
 SC0355
 SC0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0271 ***********************************************************************
 SC0271  DESIGNATION -  C 64
 SC0271  PID         -  SC0271
 SC0271  STATE/COUNTY-  WA/LEWIS
 SC0271  USGS QUAD   -  RAINBOW FALLS (1994)
 SC0271
 SC0271                         *CURRENT SURVEY CONTROL
 SC0271  ___________________________________________________________________
 SC0271* NAD 83(1986)-  46 38 09.     (N)    123 10 08.     (W)     SCALED    
 SC0271* NAVD 88     -        80.168  (meters)     263.02   (feet)  ADJUSTED  
 SC0271  ___________________________________________________________________
 SC0271  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 SC0271  DYNAMIC HT  -          80.178 (meters)     263.05  (feet)  COMP
 SC0271  MODELED GRAV-     980,744.1   (mgal)                       NAVD 88
 SC0271
 SC0271  VERT ORDER  -  SECOND    CLASS 0
 SC0271
 SC0271.The horizontal coordinates were scaled from a topographic map and have
 SC0271.an estimated accuracy of +/- 6 seconds.
 SC0271
 SC0271.The orthometric height was determined by differential leveling
 SC0271.and adjusted by the National Geodetic Survey in June 1991..
 SC0271
 SC0271.The geoid height was determined by GEOID03.
 SC0271
 SC0271.The dynamic height is computed by dividing the NAVD 88
 SC0271.geopotential number by the normal gravity value computed on the
 SC0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0271.degrees latitude (g = 980.6199 gals.).
 SC0271
 SC0271.The modeled gravity was interpolated from observed gravity values.
 SC0271
 SC0271;                    North         East    Units  Estimated Accuracy
 SC0271;SPC WA S     -   148,230.      295,700.      MT  (+/- 180 meters Scaled)
 SC0271
 SC0271                          SUPERSEDED SURVEY CONTROL
 SC0271
 SC0271  NGVD 29 (??/??/92)   79.131  (m)          259.62   (f) ADJ UNCH    2 0
 SC0271
 SC0271.Superseded values are not recommended for survey control.
 SC0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0271.See file dsdata.txt to determine how the superseded data were derived.
 SC0271
 SC0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS870647(NAD 83)
 SC0271_MARKER: DB = BENCH MARK DISK
 SC0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0271_SP_SET: FOUNDATION
 SC0271_STAMPING: C 64 1934
 SC0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0271
 SC0271  HISTORY     - Date     Condition        Report By
 SC0271  HISTORY     - 1934     MONUMENTED       CGS
 SC0271  HISTORY     - 1980     GOOD             LOCENG
 SC0271  HISTORY     - 1989     GOOD             USPSQD
 SC0271
 SC0271                          STATION DESCRIPTION
 SC0271
 SC0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SC0271'13.7 MI W FROM CHEHALIS.
 SC0271'13.7 MI. W. ALONG THE N. P. RR. FROM RR. STATION.  ALONG THE RIGHT OF
 SC0271'WAY OF THE NORTHERN PACIFIC RAILROAD.  0.5 MILES WEST OF MILE POST NO.
 SC0271'12, AT THE FLAG STATION MESKILL, 110 FEET SOUTH OF THE SIGN BOARD
 SC0271'MARKED MESKILL, 88 FEET SOUTH OF THE TRACK, ON TOP OF THE NORTH EAST
 SC0271'CORNER OF ABANDONED CONCRETE ENGINE FOUNDATION, 1 1/2 FEET WEST OF
 SC0271'EAST END, AND 1 FOOT 2 INCHES SOUTH OF NORTH EDGE OF FOUNDATION.
 SC0271
 SC0271                          STATION RECOVERY (1980)
 SC0271
 SC0271'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 SC0271'RECOVERED IN GOOD CONDITION.
 SC0271
 SC0271                          STATION RECOVERY (1989)
 SC0271
 SC0271'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRT)
 SC0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0231 ***********************************************************************
 SC0231  DESIGNATION -  C 65
 SC0231  PID         -  SC0231
 SC0231  STATE/COUNTY-  WA/LEWIS
 SC0231  USGS QUAD   -  JACKSON PRAIRIE (1993)
 SC0231
 SC0231                         *CURRENT SURVEY CONTROL
 SC0231  ___________________________________________________________________
 SC0231* NAD 83(1986)-  46 32 36.     (N)    122 49 22.     (W)     SCALED    
 SC0231* NAVD 88     -       159.839  (meters)     524.41   (feet)  ADJUSTED  
 SC0231  ___________________________________________________________________
 SC0231  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SC0231  DYNAMIC HT  -         159.849 (meters)     524.44  (feet)  COMP
 SC0231  MODELED GRAV-     980,675.4   (mgal)                       NAVD 88
 SC0231
 SC0231  VERT ORDER  -  SECOND    CLASS 0
 SC0231
 SC0231.The horizontal coordinates were scaled from a topographic map and have
 SC0231.an estimated accuracy of +/- 6 seconds.
 SC0231
 SC0231.The orthometric height was determined by differential leveling
 SC0231.and adjusted by the National Geodetic Survey in June 1991..
 SC0231
 SC0231.The geoid height was determined by GEOID03.
 SC0231
 SC0231.The dynamic height is computed by dividing the NAVD 88
 SC0231.geopotential number by the normal gravity value computed on the
 SC0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0231.degrees latitude (g = 980.6199 gals.).
 SC0231
 SC0231.The modeled gravity was interpolated from observed gravity values.
 SC0231
 SC0231;                    North         East    Units  Estimated Accuracy
 SC0231;SPC WA S     -   137,110.      321,880.      MT  (+/- 180 meters Scaled)
 SC0231
 SC0231                          SUPERSEDED SURVEY CONTROL
 SC0231
 SC0231  NGVD 29 (??/??/92)  158.780  (m)          520.93   (f) ADJ UNCH    2 0
 SC0231
 SC0231.Superseded values are not recommended for survey control.
 SC0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0231.See file dsdata.txt to determine how the superseded data were derived.
 SC0231
 SC0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES135544(NAD 83)
 SC0231_MARKER: DB = BENCH MARK DISK
 SC0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0231_SP_SET: BLACKTOP
 SC0231_STAMPING: C 65 1934
 SC0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0231
 SC0231  HISTORY     - Date     Condition        Report By
 SC0231  HISTORY     - 1934     MONUMENTED       CGS
 SC0231  HISTORY     - 1964     GOOD             NGS
 SC0231  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0231
 SC0231                          STATION DESCRIPTION
 SC0231
 SC0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SC0231'IN MARYS CORNER.
 SC0231'AT MARYS CORNER, 9.5 MILES WEST OF SALKUM, AND 3 MILES EAST OF THE NEW
 SC0231'HIGHWAY 99, INTERSTATE ROUTE 5, IN THE SOUTHWEST ANGLE OF THE
 SC0231'INTERSECTION OF OLD HIGHWAY 99 AND STATE HIGHWAY 14.  THE MARK IS 101
 SC0231'1/2 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE MONUMENT COVER IN THE
 SC0231'CENTER OF THE INTERSECTION, 69 FEET WEST OF THE WEST CORNER OF THE
 SC0231'BASE OF AN ENCO SIGN, 39 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 SC0231'RODS CAFE, 35 FEET WEST OF THE CENTER LINE OF OLD HIGHWAY 99, 11 FEET
 SC0231'NORTH-NORTHWEST OF A POWER POLE WITH THREE TRANSFORMERS, 1 FOOT EAST
 SC0231'OF A NAIL AND WASHER IN THE BLACKTOP, AND ON THE EASTERN EDGE OF AN
 SC0231'OLD STRIP OF BLACKTOP.  THE MARK IS ABOUT 1/2 INCH LOWER THAN THE
 SC0231'BLACKTOP AND COVERS OVER WITH ROCKS AND DIRT.
 SC0231
 SC0231                          STATION RECOVERY (1981)
 SC0231
 SC0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0008 ***********************************************************************
 SC0008  DESIGNATION -  C 66
 SC0008  PID         -  SC0008
 SC0008  STATE/COUNTY-  WA/LEWIS
 SC0008  USGS QUAD   -  MINERAL (1993)
 SC0008
 SC0008                         *CURRENT SURVEY CONTROL
 SC0008  ___________________________________________________________________
 SC0008* NAD 83(1986)-  46 41 09.     (N)    122 11 45.     (W)     SCALED    
 SC0008* NAVD 88     -       476.798  (meters)    1564.29   (feet)  ADJUSTED  
 SC0008  ___________________________________________________________________
 SC0008  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 SC0008  DYNAMIC HT  -         476.801 (meters)    1564.30  (feet)  COMP
 SC0008  MODELED GRAV-     980,606.3   (mgal)                       NAVD 88
 SC0008
 SC0008  VERT ORDER  -  SECOND    CLASS 0
 SC0008
 SC0008.The horizontal coordinates were scaled from a topographic map and have
 SC0008.an estimated accuracy of +/- 6 seconds.
 SC0008
 SC0008.The orthometric height was determined by differential leveling
 SC0008.and adjusted by the National Geodetic Survey in June 1991..
 SC0008
 SC0008.The geoid height was determined by GEOID03.
 SC0008
 SC0008.The dynamic height is computed by dividing the NAVD 88
 SC0008.geopotential number by the normal gravity value computed on the
 SC0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0008.degrees latitude (g = 980.6199 gals.).
 SC0008
 SC0008.The modeled gravity was interpolated from observed gravity values.
 SC0008
 SC0008;                    North         East    Units  Estimated Accuracy
 SC0008;SPC WA S     -   151,730.      370,290.      MT  (+/- 180 meters Scaled)
 SC0008
 SC0008                          SUPERSEDED SURVEY CONTROL
 SC0008
 SC0008  NGVD 29 (??/??/92)  475.724  (m)         1560.77   (f) ADJ UNCH    2 0
 SC0008
 SC0008.Superseded values are not recommended for survey control.
 SC0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0008.See file dsdata.txt to determine how the superseded data were derived.
 SC0008
 SC0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES614705(NAD 83)
 SC0008_MARKER: DB = BENCH MARK DISK
 SC0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0008_STAMPING: C 66 1934
 SC0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0008+STABILITY: SURFACE MOTION
 SC0008
 SC0008  HISTORY     - Date     Condition        Report By
 SC0008  HISTORY     - 1934     MONUMENTED       CGS
 SC0008  HISTORY     - 1953     MARK NOT FOUND   USGS
 SC0008
 SC0008                          STATION DESCRIPTION
 SC0008
 SC0008'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 SC0008'10.5 MI N FROM MORTON.
 SC0008'IN LEWIS COUNTY, 10.5 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE POST
 SC0008'OFFICE AT MORTON, LEWIS COUNTY, 6.0 MILES SOUTH OF THE POST OFFICE AT
 SC0008'ELBE, PIERCE COUNTY, IN SECTION 20, T 14 N, R 5 E, 37 YARDS NORTHWEST
 SC0008'OF THE NORTHWEST CORNER OF THE OLD CRYSTAL COAL MINE COOKHOUSE, 50
 SC0008'FEET SOUTHEAST OF THE CROSSING OF A LOGGING RAILROAD, 54 FEET EAST OF
 SC0008'THE CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTH OF THE SOUTHWEST
 SC0008'CORNER OF A GARDEN FENCE.  A STANDARD DISK, STAMPED C 66 1934 AND SET
 SC0008'IN THE TOP OF A CONCRETE POST.  NOTE-- THERE IS SOME EVIDENCE OF
 SC0008'BULLDOZER WORK HAVING BEEN DONE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0863 ***********************************************************************
 SX0863  DESIGNATION -  C 68
 SX0863  PID         -  SX0863
 SX0863  STATE/COUNTY-  WA/SNOHOMISH
 SX0863  USGS QUAD   -  MONROE (1993)
 SX0863
 SX0863                         *CURRENT SURVEY CONTROL
 SX0863  ___________________________________________________________________
 SX0863* NAD 83(1986)-  47 50 27.     (N)    121 57 44.     (W)     SCALED    
 SX0863* NAVD 88     -        18.223  (meters)      59.79   (feet)  ADJUSTED  
 SX0863  ___________________________________________________________________
 SX0863  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 SX0863  DYNAMIC HT  -          18.226 (meters)      59.80  (feet)  COMP
 SX0863  MODELED GRAV-     980,778.2   (mgal)                       NAVD 88
 SX0863
 SX0863  VERT ORDER  -  SECOND    CLASS 0
 SX0863
 SX0863.The horizontal coordinates were scaled from a topographic map and have
 SX0863.an estimated accuracy of +/- 6 seconds.
 SX0863
 SX0863.The orthometric height was determined by differential leveling
 SX0863.and adjusted by the National Geodetic Survey in June 1991..
 SX0863
 SX0863.The geoid height was determined by GEOID03.
 SX0863
 SX0863.The dynamic height is computed by dividing the NAVD 88
 SX0863.geopotential number by the normal gravity value computed on the
 SX0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0863.degrees latitude (g = 980.6199 gals.).
 SX0863
 SX0863.The modeled gravity was interpolated from observed gravity values.
 SX0863
 SX0863;                    North         East    Units  Estimated Accuracy
 SX0863;SPC WA N     -    94,110.      415,500.      MT  (+/- 180 meters Scaled)
 SX0863
 SX0863                          SUPERSEDED SURVEY CONTROL
 SX0863
 SX0863  NGVD 29 (??/??/92)   17.122  (m)           56.17   (f) ADJ UNCH    2 0
 SX0863
 SX0863.Superseded values are not recommended for survey control.
 SX0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0863.See file dsdata.txt to determine how the superseded data were derived.
 SX0863
 SX0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET776991(NAD 83)
 SX0863_MARKER: DB = BENCH MARK DISK
 SX0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0863_STAMPING: C 68 1934
 SX0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0863+STABILITY: SURFACE MOTION
 SX0863
 SX0863  HISTORY     - Date     Condition        Report By
 SX0863  HISTORY     - 1934     MONUMENTED       CGS
 SX0863  HISTORY     - 1954     GOOD             NGS
 SX0863  HISTORY     - 1966     GOOD             NGS
 SX0863  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 SX0863
 SX0863                          STATION DESCRIPTION
 SX0863
 SX0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 SX0863'1.8 MI S FROM MONROE.
 SX0863'1.8 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SX0863'RAILROAD FROM THE STATION AT MONROE, SNOHOMISH COUNTY, 100 FEET
 SX0863'NORTHWEST OF RAILROAD BRIDGE FF 960, 90 FEET WEST NORTHWEST OF MILE
 SX0863'POST 39, 47.5 FEET WEST OF THE CENTERLINE OF THE TRACKS, 2 FEET NORTH
 SX0863'OF A WHITE WITNESS POST AND IN THE WEST RAILROAD RIGHT OF WAY FENCE
 SX0863'LINE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND FLUSH
 SX0863'WITH THE GROUND.
 SX0863
 SX0863                          STATION RECOVERY (1966)
 SX0863
 SX0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SX0863'RECOVERED IN GOOD CONDITION.
 SX0863
 SX0863                          STATION RECOVERY (1978)
 SX0863
 SX0863'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 SX0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0874 ***********************************************************************
 SW0874  DESIGNATION -  C 69
 SW0874  PID         -  SW0874
 SW0874  STATE/COUNTY-  WA/DOUGLAS
 SW0874  USGS QUAD   -  JAMESON LAKE SE (1965)
 SW0874
 SW0874                         *CURRENT SURVEY CONTROL
 SW0874  ___________________________________________________________________
 SW0874* NAD 83(1986)-  47 36 04.     (N)    119 36 29.     (W)     SCALED    
 SW0874* NAVD 88     -       703.861  (meters)    2309.25   (feet)  ADJUSTED  
 SW0874  ___________________________________________________________________
 SW0874  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SW0874  DYNAMIC HT  -         703.894 (meters)    2309.36  (feet)  COMP
 SW0874  MODELED GRAV-     980,636.1   (mgal)                       NAVD 88
 SW0874
 SW0874  VERT ORDER  -  SECOND    CLASS 0
 SW0874
 SW0874.The horizontal coordinates were scaled from a topographic map and have
 SW0874.an estimated accuracy of +/- 6 seconds.
 SW0874
 SW0874.The orthometric height was determined by differential leveling
 SW0874.and adjusted by the National Geodetic Survey in June 1991..
 SW0874
 SW0874.The geoid height was determined by GEOID03.
 SW0874
 SW0874.The dynamic height is computed by dividing the NAVD 88
 SW0874.geopotential number by the normal gravity value computed on the
 SW0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0874.degrees latitude (g = 980.6199 gals.).
 SW0874
 SW0874.The modeled gravity was interpolated from observed gravity values.
 SW0874
 SW0874;                    North         East    Units  Estimated Accuracy
 SW0874;SPC WA N     -    67,570.      592,130.      MT  (+/- 180 meters Scaled)
 SW0874
 SW0874                          SUPERSEDED SURVEY CONTROL
 SW0874
 SW0874  NGVD 29 (??/??/92)  702.680  (m)         2305.38   (f) ADJ UNCH    2 0
 SW0874
 SW0874.Superseded values are not recommended for survey control.
 SW0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0874.See file dsdata.txt to determine how the superseded data were derived.
 SW0874
 SW0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN039752(NAD 83)
 SW0874_MARKER: DB = BENCH MARK DISK
 SW0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0874_SP_SET: CULVERT
 SW0874_STAMPING: C 69 1934
 SW0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0874
 SW0874  HISTORY     - Date     Condition        Report By
 SW0874  HISTORY     - 1934     MONUMENTED       CGS
 SW0874  HISTORY     - 1959     GOOD             NGS
 SW0874  HISTORY     - 1981     MARK NOT FOUND   NGS
 SW0874
 SW0874                          STATION DESCRIPTION
 SW0874
 SW0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SW0874'13.3 MI E FROM FARMER.
 SW0874'12.8 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AND STORE AT
 SW0874'FARMER, THENCE 0.5 MILE EAST ALONG A FORMER ALIGNMENT OF THE HIGHWAY,
 SW0874'34 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 82 1/2 FEET
 SW0874'WEST-NORTHWEST OF THE NORTHWEST END OF THE NORTHWEST WING WALL OF A
 SW0874'CONCRETE BOX CULVERT, 6 FEET NORTH OF A FENCE, 1.6 FEET SOUTH OF A
 SW0874'WITNESS POST, ABOUT 2 FEET LOWER THAN THE OLD HIGHWAY, AND SET IN THE
 SW0874'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SW0874
 SW0874                          STATION RECOVERY (1981)
 SW0874
 SW0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0324 ***********************************************************************
 TR0324  DESIGNATION -  C 7
 TR0324  PID         -  TR0324
 TR0324  STATE/COUNTY-  WA/ISLAND
 TR0324  USGS QUAD   -  OAK HARBOR (1973)
 TR0324
 TR0324                         *CURRENT SURVEY CONTROL
 TR0324  ___________________________________________________________________
 TR0324* NAD 83(1991)-  48 18 18.37123(N)    122 39 25.14630(W)     ADJUSTED  
 TR0324* NAVD 88     -        33.384  (meters)     109.53   (feet)  ADJUSTED  
 TR0324  ___________________________________________________________________
 TR0324  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 TR0324  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 TR0324  DYNAMIC HT  -          33.392 (meters)     109.55  (feet)  COMP
 TR0324  MODELED GRAV-     980,844.9   (mgal)                       NAVD 88
 TR0324
 TR0324  HORZ ORDER  -  THIRD
 TR0324  VERT ORDER  -  FIRST     CLASS II
 TR0324
 TR0324.The horizontal coordinates were established by classical geodetic methods
 TR0324.and adjusted by the National Geodetic Survey in December 1991..
 TR0324
 TR0324.The orthometric height was determined by differential leveling
 TR0324.and adjusted by the National Geodetic Survey in June 1991..
 TR0324
 TR0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0324
 TR0324.The geoid height was determined by GEOID03.
 TR0324
 TR0324.The dynamic height is computed by dividing the NAVD 88
 TR0324.geopotential number by the normal gravity value computed on the
 TR0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0324.degrees latitude (g = 980.6199 gals.).
 TR0324
 TR0324.The modeled gravity was interpolated from observed gravity values.
 TR0324
 TR0324;                    North         East     Units Scale Factor Converg.
 TR0324;SPC WA N     -   146,708.273   364,733.466   MT  0.99994758   -1 21 27.9
 TR0324;SPC WA N     -   481,325.39  1,196,629.71   sFT  0.99994758   -1 21 27.9
 TR0324;UTM  10      - 5,350,268.927   525,436.118   MT  0.99960795   +0 15 22.1
 TR0324
 TR0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0324!SPC WA N     -   0.99999826  x   0.99994758  =   0.99994584
 TR0324!UTM  10      -   0.99999826  x   0.99960795  =   0.99960621
 TR0324
 TR0324                          SUPERSEDED SURVEY CONTROL
 TR0324
 TR0324  NAD 83(1986)-  48 18 18.37250(N)    122 39 25.15157(W) AD(       ) 3
 TR0324  NAD 27      -  48 18 19.01600(N)    122 39 20.53800(W) AD(       ) 3
 TR0324  NGVD 29 (??/??/92)   32.238  (m)          105.77   (f) ADJ UNCH    1 2
 TR0324
 TR0324.Superseded values are not recommended for survey control.
 TR0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0324.See file dsdata.txt to determine how the superseded data were derived.
 TR0324
 TR0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2543650269(NAD 83)
 TR0324_MARKER: DE = TRAVERSE STATION DISK
 TR0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0324_STAMPING: C 7 1952
 TR0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0324+STABILITY: SURFACE MOTION
 TR0324
 TR0324  HISTORY     - Date     Condition        Report By
 TR0324  HISTORY     - 1952     MONUMENTED       CGS
 TR0324  HISTORY     - 1952     GOOD             CGS
 TR0324  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR0324  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0324  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0324
 TR0324                          STATION DESCRIPTION
 TR0324
 TR0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0324'THE STATION IS ON THE WEST SIDE OF THE HIGHWAY IN THE CHURCH YARD
 TR0324'OF THE NAZARENE CHURCH ON STATE HIGHWAY 1-D, WHICH IS 0.4 MILE
 TR0324'WEST ALONG PIONEER WAY FROM THE OAK HARBOR POST OFFICE, THENCE
 TR0324'1.25 MILES NORTH ALONG STATE HIGHWAY 1-D.
 TR0324'
 TR0324'THE MARK IS A STANDARD BRONZE DISK, STAMPED C-7, 1952, SET IN A
 TR0324'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND, WHICH IS
 TR0324'46.2 FT. NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 70.5
 TR0324'FT. SOUTHWEST OF POWER LINE POLE WITH GUY WIRE, 33.0 FT. WEST OF
 TR0324'CENTERLINE OF THE HIGHWAY AND 19.0 FT. SOUTH OF THE CENTERLINE OF
 TR0324'THE DRIVEWAY INTO THE CHURCH YARD.
 TR0324
 TR0324                          STATION RECOVERY (1952)
 TR0324
 TR0324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 TR0324'1.6 MI N FROM OAK HARBOR.
 TR0324'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0324'THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY 1 D, 46.2 FEET NORTHEAST OF
 TR0324'THE NORTHEAST CORNER OF A WHITE CHURCH BUILDING, 70 1/2 FEET SOUTHWEST
 TR0324'OF A POWER LINE POLE WITH A GUY WIRE, 33 FEET WEST OF THE CENTER LINE
 TR0324'OF THE HIGHWAY, 19 FEET SOUTH OF THE CENTER LINE OF A GRAVEL DRIVEWAY
 TR0324'LEADING WEST, 16.0 FEET WEST OF THE CENTER OF THE SOUTH END OF A
 TR0324'12-INCH CONCRETE PIPE CULVERT UNDER THE DRIVEWAY, ABOUT 1 FOOT HIGHER
 TR0324'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 TR0324'FOOT ABOVE THE GROUND.
 TR0324
 TR0324                          STATION RECOVERY (1955)
 TR0324
 TR0324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSH)
 TR0324'MONUMENT WAS UPROOTED BY BULLDOZER DURING CONSTRUCTION WORK AT
 TR0324'CHURCH OF THE NAZARENE, AND WAS FOUND LYING ON THE SURFACE OF THE
 TR0324'GROUND.  DISK WAS REMOVED AND RETURNED TO SEATTLE DISTRICT OFFICE.
 TR0324
 TR0324                          STATION RECOVERY (1960)
 TR0324
 TR0324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0324'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT FOUND.  IT
 TR0324'IS BELIEVED THAT THE MARK MAY HAVE BEEN DESTROYED OR COVERED WHEN
 TR0324'THE CHURCH WAS MOVED.
 TR0324
 TR0324                          STATION RECOVERY (1973)
 TR0324
 TR0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0238 ***********************************************************************
 SW0238  DESIGNATION -  C 70
 SW0238  PID         -  SW0238
 SW0238  STATE/COUNTY-  WA/LINCOLN
 SW0238  USGS QUAD   -  SYLVAN LAKE (1968)
 SW0238
 SW0238                         *CURRENT SURVEY CONTROL
 SW0238  ___________________________________________________________________
 SW0238* NAD 83(1986)-  47 21 10.     (N)    118 31 43.     (W)     SCALED    
 SW0238* NAVD 88     -       533.211  (meters)    1749.38   (feet)  ADJUSTED  
 SW0238  ___________________________________________________________________
 SW0238  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 SW0238  DYNAMIC HT  -         533.240 (meters)    1749.47  (feet)  COMP
 SW0238  MODELED GRAV-     980,651.0   (mgal)                       NAVD 88
 SW0238
 SW0238  VERT ORDER  -  SECOND    CLASS 0
 SW0238
 SW0238.The horizontal coordinates were scaled from a topographic map and have
 SW0238.an estimated accuracy of +/- 6 seconds.
 SW0238
 SW0238.The orthometric height was determined by differential leveling
 SW0238.and adjusted by the National Geodetic Survey in June 1991..
 SW0238
 SW0238.The geoid height was determined by GEOID03.
 SW0238
 SW0238.The dynamic height is computed by dividing the NAVD 88
 SW0238.geopotential number by the normal gravity value computed on the
 SW0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0238.degrees latitude (g = 980.6199 gals.).
 SW0238
 SW0238.The modeled gravity was interpolated from observed gravity values.
 SW0238
 SW0238;                    North         East    Units  Estimated Accuracy
 SW0238;SPC WA N     -    41,830.      674,110.      MT  (+/- 180 meters Scaled)
 SW0238
 SW0238                          SUPERSEDED SURVEY CONTROL
 SW0238
 SW0238  NGVD 29 (??/??/92)  532.086  (m)         1745.69   (f) ADJ UNCH    2 0
 SW0238
 SW0238.Superseded values are not recommended for survey control.
 SW0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0238.See file dsdata.txt to determine how the superseded data were derived.
 SW0238
 SW0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN845455(NAD 83)
 SW0238_MARKER: DB = BENCH MARK DISK
 SW0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0238_STAMPING: C 70 1934
 SW0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0238+STABILITY: SURFACE MOTION
 SW0238
 SW0238  HISTORY     - Date     Condition        Report By
 SW0238  HISTORY     - 1934     MONUMENTED       CGS
 SW0238  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0238
 SW0238                          STATION DESCRIPTION
 SW0238
 SW0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SW0238'7.9 MI E FROM ODESSA.
 SW0238'7.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SW0238'ODESSA, ABOUT 427 YARDS WEST OF MILEPOST 1545, 150 YARDS EAST OF A
 SW0238'SMALL RAILROAD SIGNAL, 1-1/2 RAILS EAST OF A CROSSING, 44-1/2 FEET
 SW0238'SOUTH OF THE TRACK, 37 FEET EAST OF THE NORTHWEST CORNER OF THE
 SW0238'RIGHT-OF-WAY FENCE, AND 2-1/2 FEET NORTH OF THE FENCE.  A STANDARD
 SW0238'DISK, STAMPED C 70 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 SW0238'CULTIVATION AND BULLDOZING IN AREA.
 SW0238
 SW0238                          STATION RECOVERY (1968)
 SW0238
 SW0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0981 ***********************************************************************
 SV0981  DESIGNATION -  C 71
 SV0981  PID         -  SV0981
 SV0981  STATE/COUNTY-  WA/SPOKANE
 SV0981  USGS QUAD   -  AIRWAY HEIGHTS (1986)
 SV0981
 SV0981                         *CURRENT SURVEY CONTROL
 SV0981  ___________________________________________________________________
 SV0981* NAD 83(1986)-  47 43 08.     (N)    117 31 37.     (W)     SCALED    
 SV0981* NAVD 88     -       626.651  (meters)    2055.94   (feet)  ADJUSTED  
 SV0981  ___________________________________________________________________
 SV0981  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 SV0981  DYNAMIC HT  -         626.700 (meters)    2056.10  (feet)  COMP
 SV0981  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 SV0981
 SV0981  VERT ORDER  -  SECOND    CLASS 0
 SV0981
 SV0981.The horizontal coordinates were scaled from a topographic map and have
 SV0981.an estimated accuracy of +/- 6 seconds.
 SV0981
 SV0981.The orthometric height was determined by differential leveling
 SV0981.and adjusted by the National Geodetic Survey in June 1991..
 SV0981
 SV0981.The geoid height was determined by GEOID03.
 SV0981
 SV0981.The dynamic height is computed by dividing the NAVD 88
 SV0981.geopotential number by the normal gravity value computed on the
 SV0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0981.degrees latitude (g = 980.6199 gals.).
 SV0981
 SV0981.The modeled gravity was interpolated from observed gravity values.
 SV0981
 SV0981;                    North         East    Units  Estimated Accuracy
 SV0981;SPC WA N     -    85,260.      747,990.      MT  (+/- 180 meters Scaled)
 SV0981
 SV0981                          SUPERSEDED SURVEY CONTROL
 SV0981
 SV0981  NGVD 29 (??/??/92)  625.492  (m)         2052.14   (f) ADJ UNCH    2 0
 SV0981
 SV0981.Superseded values are not recommended for survey control.
 SV0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0981.See file dsdata.txt to determine how the superseded data were derived.
 SV0981
 SV0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN604851(NAD 83)
 SV0981_MARKER: DB = BENCH MARK DISK
 SV0981_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SV0981_SP_SET: UNSPEC ROCK
 SV0981_STAMPING: C 71 1934
 SV0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV0981+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2002
 SV0981
 SV0981  HISTORY     - Date     Condition        Report By
 SV0981  HISTORY     - 1934     MONUMENTED       CGS
 SV0981  HISTORY     - 20020210 GOOD             WA-063
 SV0981
 SV0981                          STATION DESCRIPTION
 SV0981
 SV0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SV0981'1.8 MI N FROM HIGHLAND.
 SV0981'1.8 MILES NORTH EAST OF SIGNBOARD HIGHLAND ALONG G.R.RR. ALONG GREAT
 SV0981'NORTHERN RAILROAD RIGHT OF WAY, 55 1/4 RAIL LENGTHS APPROXIMATELY 718
 SV0981'YARDS WEST OF MILE POST 1484, 2 1/2 RAIL LENGTHS EAST OF CONCRETE
 SV0981'BATTERY BOX, 24 FEET NORTH OF TRACK, ON TOP 10 FT. X 12 FT. OVAL
 SV0981'SHAPED GRANITE ROCK 3 FEET HIGH, 4 FEET BELOW RAILROAD GRADE.
 SV0981
 SV0981                          STATION RECOVERY (2002)
 SV0981
 SV0981'RECOVERY NOTE BY SPOKANE COUNTY WASHINGTON 2002 (JM)
 SV0981'FOUND IN GOOD CONDITION.  TRACKS AND BATTERY BOX GONE. ENTER FROM OLD
 SV0981'GNRR PIT ON OLD TRAILS ROAD. TRAVEL ON OLD RAIL BED. MARK IS AFTER
 SV0981'CURVE ENDS, ON NORTH SIDE OF OLD RAIL BED. SPOKANE COUNTY HAS GPS
 SV0981'POSITION ON MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0180 ***********************************************************************
 SX0180  DESIGNATION -  C 71
 SX0180  PID         -  SX0180
 SX0180  STATE/COUNTY-  WA/KITTITAS
 SX0180  USGS QUAD   -  STRAY GULCH (1966)
 SX0180
 SX0180                         *CURRENT SURVEY CONTROL
 SX0180  ___________________________________________________________________
 SX0180* NAD 83(1986)-  47 13 58.     (N)    120 13 48.     (W)     SCALED    
 SX0180* NAVD 88     -      1277.897  (meters)    4192.57   (feet)  ADJUSTED  
 SX0180  ___________________________________________________________________
 SX0180  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 SX0180  DYNAMIC HT  -        1277.799 (meters)    4192.25  (feet)  COMP
 SX0180  MODELED GRAV-     980,490.8   (mgal)                       NAVD 88
 SX0180
 SX0180  VERT ORDER  -  SECOND    CLASS 0
 SX0180
 SX0180.The horizontal coordinates were scaled from a topographic map and have
 SX0180.an estimated accuracy of +/- 6 seconds.
 SX0180
 SX0180.The orthometric height was determined by differential leveling
 SX0180.and adjusted by the National Geodetic Survey in June 1991..
 SX0180
 SX0180.The geoid height was determined by GEOID03.
 SX0180
 SX0180.The dynamic height is computed by dividing the NAVD 88
 SX0180.geopotential number by the normal gravity value computed on the
 SX0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0180.degrees latitude (g = 980.6199 gals.).
 SX0180
 SX0180.The modeled gravity was interpolated from observed gravity values.
 SX0180
 SX0180;                    North         East    Units  Estimated Accuracy
 SX0180;SPC WA S     -   211,170.      520,450.      MT  (+/- 180 meters Scaled)
 SX0180
 SX0180                          SUPERSEDED SURVEY CONTROL
 SX0180
 SX0180  NGVD 29 (??/??/92) 1276.677  (m)         4188.56   (f) ADJ UNCH    2 0
 SX0180
 SX0180.Superseded values are not recommended for survey control.
 SX0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0180.See file dsdata.txt to determine how the superseded data were derived.
 SX0180
 SX0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT096347(NAD 83)
 SX0180_MARKER: DB = BENCH MARK DISK
 SX0180_SETTING: 80 = SET IN A BOULDER
 SX0180_SP_SET: BOULDER
 SX0180_STAMPING: C 71 1935
 SX0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0180+STABILITY: SURFACE MOTION
 SX0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX0180+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 SX0180
 SX0180  HISTORY     - Date     Condition        Report By
 SX0180  HISTORY     - 1935     MONUMENTED       CGS
 SX0180  HISTORY     - 1966     GOOD             USGS
 SX0180  HISTORY     - 20060916 GOOD             GEOCAC
 SX0180
 SX0180                          STATION DESCRIPTION
 SX0180
 SX0180'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SX0180'12.7 MI SW FROM ROCK ISLAND.
 SX0180'12.7 MILES SOUTHWEST ALONG THE COLOCKUM ROAD FROM THE SOUTHEAST END OF
 SX0180'THE ROCK ISLAND DAM NEAR ROCK ISLAND, DOUGLAS COUNTY 3.0 MILES
 SX0180'SOUTHWEST OF A FARMHOUSE.  ON A BARREN NORTHEAST-SOUTHWEST RIDGE.
 SX0180'ABOUT 500 FEET SOUTHWEST OF THE TOP OF A SMALL KNOLL.  165 FEET WEST
 SX0180'OF A DILAPIDATED FENCE ON THE EAST SLOPE OF THE RIDGE.  28 FEET WEST
 SX0180'OF THE CENTERLINE OF THE ROAD.  1.2 FEET NORTHEAST OF THE NORTHEAST
 SX0180'EDGE OF A 3 FOOT ROCK CAIRN, AND IN THE TOP OF A BOULDER.  A STANDARD
 SX0180'DISK.
 SX0180
 SX0180                          STATION RECOVERY (2006)
 SX0180
 SX0180'RECOVERY NOTE BY GEOCACHING 2006 (TJW)
 SX0180'DESCRIPTION IS ADEQUATE ROCK CAIRN MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0418 ***********************************************************************
 SW0418  DESIGNATION -  C 72
 SW0418  PID         -  SW0418
 SW0418  STATE/COUNTY-  WA/GRANT
 SW0418  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW0418
 SW0418                         *CURRENT SURVEY CONTROL
 SW0418  ___________________________________________________________________
 SW0418* NAD 83(1986)-  47 55 10.     (N)    118 59 41.     (W)     SCALED    
 SW0418* NAVD 88     -       710.526  (meters)    2331.12   (feet)  ADJUSTED  
 SW0418  ___________________________________________________________________
 SW0418  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SW0418  DYNAMIC HT  -         710.591 (meters)    2331.33  (feet)  COMP
 SW0418  MODELED GRAV-     980,679.6   (mgal)                       NAVD 88
 SW0418
 SW0418  VERT ORDER  -  SECOND    CLASS 0
 SW0418
 SW0418.The horizontal coordinates were scaled from a topographic map and have
 SW0418.an estimated accuracy of +/- 6 seconds.
 SW0418
 SW0418.The orthometric height was determined by differential leveling
 SW0418.and adjusted by the National Geodetic Survey in June 1991..
 SW0418
 SW0418.The geoid height was determined by GEOID03.
 SW0418
 SW0418.The dynamic height is computed by dividing the NAVD 88
 SW0418.geopotential number by the normal gravity value computed on the
 SW0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0418.degrees latitude (g = 980.6199 gals.).
 SW0418
 SW0418.The modeled gravity was interpolated from observed gravity values.
 SW0418
 SW0418;                    North         East    Units  Estimated Accuracy
 SW0418;SPC WA S     -   288,560.      612,520.      MT  (+/- 180 meters Scaled)
 SW0418
 SW0418                          SUPERSEDED SURVEY CONTROL
 SW0418
 SW0418  NGVD 29 (??/??/92)  709.332  (m)         2327.20   (f) ADJ UNCH    2 0
 SW0418
 SW0418.Superseded values are not recommended for survey control.
 SW0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0418.See file dsdata.txt to determine how the superseded data were derived.
 SW0418
 SW0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP509092(NAD 83)
 SW0418_MARKER: DB = BENCH MARK DISK
 SW0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0418_STAMPING: C 72 1935
 SW0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0418+STABILITY: SURFACE MOTION
 SW0418
 SW0418  HISTORY     - Date     Condition        Report By
 SW0418  HISTORY     - 1935     MONUMENTED       CGS
 SW0418  HISTORY     - 1966     GOOD             NGS
 SW0418
 SW0418                          STATION DESCRIPTION
 SW0418
 SW0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0418'0.6 MI SE FROM GRAND COULEE.
 SW0418'0.6 MILE SOUTHEAST ON STATE HIGHWAY 174 FROM GRAND COULEE, THEN 1.9
 SW0418'MILES SOUTH ON BLACKTOP COUNTY ROAD TO ALMIRA TO THE MARK, 40 YARDS
 SW0418'NORTH OF A HORSESHOE CURVE WHICH IS UNDER THE NORTHEASTERN WIRES OF A
 SW0418'STEEL-TOWER POWER LINE, 6 YARDS SOUTH OF THE SOUTH BANK OF A 5-FOOT
 SW0418'DEEP, SHORT RAVINE, 70 FEET NORTHWEST OF THE NORTH END OF A CUT, 57
 SW0418'FEET WEST OF THE CENTER OF THE ROAD AND 1 FOOT HIGHER THAN THE ROAD, 2
 SW0418'FEET EAST OF A FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.  A
 SW0418'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1142 ***********************************************************************
 RB1142  DESIGNATION -  C 75
 RB1142  PID         -  RB1142
 RB1142  STATE/COUNTY-  WA/KLICKITAT
 RB1142  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1142
 RB1142                         *CURRENT SURVEY CONTROL
 RB1142  ___________________________________________________________________
 RB1142* NAD 83(1986)-  45 52 27.     (N)    119 54 32.     (W)     SCALED    
 RB1142* NAVD 88     -       200.266  (meters)     657.04   (feet)  ADJUSTED  
 RB1142  ___________________________________________________________________
 RB1142  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 RB1142  DYNAMIC HT  -         200.266 (meters)     657.04  (feet)  COMP
 RB1142  MODELED GRAV-     980,612.0   (mgal)                       NAVD 88
 RB1142
 RB1142  VERT ORDER  -  SECOND    CLASS 0
 RB1142
 RB1142.The horizontal coordinates were scaled from a topographic map and have
 RB1142.an estimated accuracy of +/- 6 seconds.
 RB1142
 RB1142.The orthometric height was determined by differential leveling
 RB1142.and adjusted by the National Geodetic Survey in June 1991..
 RB1142
 RB1142.The geoid height was determined by GEOID03.
 RB1142
 RB1142.The dynamic height is computed by dividing the NAVD 88
 RB1142.geopotential number by the normal gravity value computed on the
 RB1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1142.degrees latitude (g = 980.6199 gals.).
 RB1142
 RB1142.The modeled gravity was interpolated from observed gravity values.
 RB1142
 RB1142;                    North         East    Units  Estimated Accuracy
 RB1142;SPC WA S     -    60,290.      545,890.      MT  (+/- 180 meters Scaled)
 RB1142
 RB1142                          SUPERSEDED SURVEY CONTROL
 RB1142
 RB1142  NGVD 29 (??/??/92)  199.250  (m)          653.71   (f) ADJ UNCH    2 0
 RB1142
 RB1142.Superseded values are not recommended for survey control.
 RB1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1142.See file dsdata.txt to determine how the superseded data were derived.
 RB1142
 RB1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL742841(NAD 83)
 RB1142_MARKER: DB = BENCH MARK DISK
 RB1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB1142_STAMPING: C 75 1934
 RB1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1142+STABILITY: SURFACE MOTION
 RB1142
 RB1142  HISTORY     - Date     Condition        Report By
 RB1142  HISTORY     - 1934     MONUMENTED       CGS
 RB1142  HISTORY     - 1944     GOOD             NGS
 RB1142  HISTORY     - 19850716 MARK NOT FOUND   NGS
 RB1142  HISTORY     - 19910204 GOOD             USGS
 RB1142
 RB1142                          STATION DESCRIPTION
 RB1142
 RB1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RB1142'3.8 MI N FROM ALDERDALE.
 RB1142'LOCATED 3.8 MILES NORTH ALONG THE ALDERDALE-MABTON ROAD FROM THE POST
 RB1142'OFFICE AT ALDERDALE, ABOUT 0.2 MILE EAST ALONG THE OLD ROAD FROM AN
 RB1142'ABANDONED BUILDING, AT THE CROSS ROADS, 0.05 MILE SOUTHEAST OF THE NEW
 RB1142'ROAD, AT A 90 DEG TURN IN OLD ROAD FROM THE WEST TO THE NORTH, 85 FEET
 RB1142'SOUTHEAST OF CENTERLINE OF OLD ROAD, 18 FEET EAST OF CENTERLINE OF
 RB1142'SIDE ROAD LEADING SOUTH, 1.6 FEET SOUTH OF REFERENCE POST.  BENCH MARK
 RB1142'DISK SET IN TOP OF CONCRETE POST POURED IN THE FIELD AND PROJECTING
 RB1142'0.6 FOOT ABOVE THE GROUND.
 RB1142
 RB1142                          STATION RECOVERY (1985)
 RB1142
 RB1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RB1142'MARK NOT FOUND.
 RB1142
 RB1142                          STATION RECOVERY (1991)
 RB1142
 RB1142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991 (ALM)
 RB1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0404 ***********************************************************************
 SA0404  DESIGNATION -  C 76
 SA0404  PID         -  SA0404
 SA0404  STATE/COUNTY-  WA/WALLA WALLA
 SA0404  USGS QUAD   -  PAGE (1991)
 SA0404
 SA0404                         *CURRENT SURVEY CONTROL
 SA0404  ___________________________________________________________________
 SA0404* NAD 83(1986)-  46 17 48.     (N)    118 39 39.     (W)     SCALED    
 SA0404* NAVD 88     -       317.773  (meters)    1042.56   (feet)  ADJUSTED  
 SA0404  ___________________________________________________________________
 SA0404  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SA0404  DYNAMIC HT  -         317.770 (meters)    1042.55  (feet)  COMP
 SA0404  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 SA0404
 SA0404  VERT ORDER  -  SECOND    CLASS 0
 SA0404
 SA0404.The horizontal coordinates were scaled from a topographic map and have
 SA0404.an estimated accuracy of +/- 6 seconds.
 SA0404
 SA0404.The orthometric height was determined by differential leveling
 SA0404.and adjusted by the National Geodetic Survey in June 1991..
 SA0404
 SA0404.The geoid height was determined by GEOID03.
 SA0404
 SA0404.The dynamic height is computed by dividing the NAVD 88
 SA0404.geopotential number by the normal gravity value computed on the
 SA0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0404.degrees latitude (g = 980.6199 gals.).
 SA0404
 SA0404.The modeled gravity was interpolated from observed gravity values.
 SA0404
 SA0404;                    North         East    Units  Estimated Accuracy
 SA0404;SPC WA S     -   108,730.      641,680.      MT  (+/- 180 meters Scaled)
 SA0404
 SA0404                          SUPERSEDED SURVEY CONTROL
 SA0404
 SA0404  NGVD 29 (??/??/92)  316.769  (m)         1039.27   (f) ADJ UNCH    2 0
 SA0404
 SA0404.Superseded values are not recommended for survey control.
 SA0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0404.See file dsdata.txt to determine how the superseded data were derived.
 SA0404
 SA0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM720283(NAD 83)
 SA0404_MARKER: DB = BENCH MARK DISK
 SA0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0404_STAMPING: C 76 1934
 SA0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0404+STABILITY: SURFACE MOTION
 SA0404
 SA0404  HISTORY     - Date     Condition        Report By
 SA0404  HISTORY     - 1934     MONUMENTED       CGS
 SA0404  HISTORY     - 1952     GOOD             NGS
 SA0404  HISTORY     - 1980     GOOD             NGS
 SA0404
 SA0404                          STATION DESCRIPTION
 SA0404
 SA0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SA0404'2.3 MI W FROM EUREKA.
 SA0404'2.3 MILES WEST ALONG THE EUREKA-PAGE ROAD FROM THE UNION PACIFIC
 SA0404'RAILWAY STATION AT EUREKA, ABOUT 48 YARDS SOUTHEAST OF A RANCH HOUSE,
 SA0404'60 FEET EAST OF A 24-INCH TREE, 36 FEET NORTHWEST OF THE CENTER LINE
 SA0404'OF THE ROAD, 24 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY TO THE
 SA0404'HOUSE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 SA0404'THE GROUND.
 SA0404
 SA0404                          STATION RECOVERY (1980)
 SA0404
 SA0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SA0404'2.3 MILES WEST ALONG STATE HIGHWAY 124 FROM THE CROSS ROAD IN EURERA
 SA0404'TO A FARM HOUSE ON THE RIGHT AT THE WEST SIDE OF A DEEP DIP IN THE
 SA0404'ROAD. 33 FEET NORTH OF THE CENTER OF THE ROAD. THIS MARK WILL BE
 SA0404'DESTROYED BY RAOD CONSRTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2505 ***********************************************************************
 SA2505  DESIGNATION -  C 76 RESET
 SA2505  PID         -  SA2505
 SA2505  STATE/COUNTY-  WA/WALLA WALLA
 SA2505  USGS QUAD   -  PAGE (1991)
 SA2505
 SA2505                         *CURRENT SURVEY CONTROL
 SA2505  ___________________________________________________________________
 SA2505* NAD 83(1986)-  46 17 48.     (N)    118 39 39.     (W)     SCALED    
 SA2505* NAVD 88     -       318.28   (meters)    1044.2    (feet)  RESET     
 SA2505  ___________________________________________________________________
 SA2505  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SA2505
 SA2505  VERT ORDER  -  THIRD
 SA2505
 SA2505.The horizontal coordinates were scaled from a topographic map and have
 SA2505.an estimated accuracy of +/- 6 seconds.
 SA2505
 SA2505.The orthometric height was computed from unverified reset data.
 SA2505.No vertical observational check was made to the station.
 SA2505
 SA2505.The geoid height was determined by GEOID03.
 SA2505
 SA2505;                    North         East    Units  Estimated Accuracy
 SA2505;SPC WA S     -   108,730.      641,680.      MT  (+/- 180 meters Scaled)
 SA2505
 SA2505                          SUPERSEDED SURVEY CONTROL
 SA2505
 SA2505  NGVD 29 (12/17/02)  317.28   (m)         1040.9    (f) RESET       3  
 SA2505
 SA2505.Superseded values are not recommended for survey control.
 SA2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2505.See file dsdata.txt to determine how the superseded data were derived.
 SA2505
 SA2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM720283(NAD 83)
 SA2505_MARKER: DB = BENCH MARK DISK
 SA2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2505_SP_SET: CONCRETE POST
 SA2505_STAMPING: C 76 RESET 1980
 SA2505_MARK LOGO: NGS   
 SA2505_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2505+STABILITY: SURFACE MOTION
 SA2505
 SA2505  HISTORY     - Date     Condition        Report By
 SA2505  HISTORY     - 1980     MONUMENTED       NGS
 SA2505
 SA2505                          STATION DESCRIPTION
 SA2505
 SA2505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SA2505'2.3 MILES WEST ALONG STATE HIGHWAY 124 FROM THE CROSSROAD IN EUREKA TO
 SA2505'THE WEST SIDE OF DEEP DIP IN THE HIGHWAY TO A FARM HOUSE ON THE
 SA2505'RIGHT, 32 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 20 FEET
 SA2505'EAST OF A 24 INCH TREE, 8 FEET EAST OF AN 8 INCH PINE AND 1 FOOT
 SA2505'SOUTH OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND THE FARM
 SA2505'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0325 ***********************************************************************
 TR0325  DESIGNATION -  C 8
 TR0325  PID         -  TR0325
 TR0325  STATE/COUNTY-  WA/ISLAND
 TR0325  USGS QUAD   -  OAK HARBOR (1973)
 TR0325
 TR0325                         *CURRENT SURVEY CONTROL
 TR0325  ___________________________________________________________________
 TR0325* NAD 83(1991)-  48 18 07.69631(N)    122 39 28.05451(W)     ADJUSTED  
 TR0325* NAVD 88     -        29.399  (meters)      96.45   (feet)  ADJUSTED  
 TR0325  ___________________________________________________________________
 TR0325  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 TR0325  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 TR0325  DYNAMIC HT  -          29.406 (meters)      96.48  (feet)  COMP
 TR0325  MODELED GRAV-     980,843.5   (mgal)                       NAVD 88
 TR0325
 TR0325  HORZ ORDER  -  THIRD
 TR0325  VERT ORDER  -  FIRST     CLASS II
 TR0325
 TR0325.The horizontal coordinates were established by classical geodetic methods
 TR0325.and adjusted by the National Geodetic Survey in December 1991..
 TR0325
 TR0325.The orthometric height was determined by differential leveling
 TR0325.and adjusted by the National Geodetic Survey in June 1991..
 TR0325
 TR0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0325
 TR0325.The geoid height was determined by GEOID03.
 TR0325
 TR0325.The dynamic height is computed by dividing the NAVD 88
 TR0325.geopotential number by the normal gravity value computed on the
 TR0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0325.degrees latitude (g = 980.6199 gals.).
 TR0325
 TR0325.The modeled gravity was interpolated from observed gravity values.
 TR0325
 TR0325;                    North         East     Units Scale Factor Converg.
 TR0325;SPC WA N     -   146,380.078   364,665.741   MT  0.99994741   -1 21 30.1
 TR0325;SPC WA N     -   480,248.64  1,196,407.52   sFT  0.99994741   -1 21 30.1
 TR0325;UTM  10      - 5,349,939.067   525,377.683   MT  0.99960791   +0 15 19.9
 TR0325
 TR0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0325!SPC WA N     -   0.99999889  x   0.99994741  =   0.99994630
 TR0325!UTM  10      -   0.99999889  x   0.99960791  =   0.99960680
 TR0325
 TR0325                          SUPERSEDED SURVEY CONTROL
 TR0325
 TR0325  NAD 83(1986)-  48 18 07.69749(N)    122 39 28.05883(W) AD(       ) 3
 TR0325  NAD 27      -  48 18 08.34100(N)    122 39 23.44500(W) AD(       ) 3
 TR0325  NGVD 29 (??/??/92)   28.254  (m)           92.70   (f) ADJ UNCH    1 2
 TR0325
 TR0325.Superseded values are not recommended for survey control.
 TR0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0325.See file dsdata.txt to determine how the superseded data were derived.
 TR0325
 TR0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2537849939(NAD 83)
 TR0325_MARKER: DB = BENCH MARK DISK
 TR0325_SETTING: 0 = UNSPECIFIED SETTING
 TR0325_STAMPING: C 8 1952
 TR0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0325
 TR0325  HISTORY     - Date     Condition        Report By
 TR0325  HISTORY     - 1952     MONUMENTED       CGS
 TR0325  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0325  HISTORY     - 1973     GOOD             NGS
 TR0325
 TR0325                          STATION DESCRIPTION
 TR0325
 TR0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0325'THE STATION IS ON THE WEST SIDE OF THE HIGHWAY 0.4 MILE WEST ALONG
 TR0325'PIONEER WAY FROM THE OAK HARBOR POST OFFICE, THENCE 1.0 MILE
 TR0325'NORTH ALONG STATE HIGHWAY 1-D, NEAR A LOG CABIN.
 TR0325'
 TR0325'THE MARK IS A STANDARD BRONZE DISK, STAMPED C-8, 1952, SET IN A
 TR0325'CONCRETE MONUMENT PROJECTING ABOUT 1 INCH ABOVE THE GROUND, WHICH
 TR0325'29.7 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 47.0 FT. WEST OF
 TR0325'A POWER LINE POLE, AF-0/5, AND 18.5 FT. SOUTHEAST OF THE SOUTHEAST
 TR0325'CORNER OF THE LOG CABIN.
 TR0325
 TR0325                          STATION RECOVERY (1960)
 TR0325
 TR0325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0325'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 TR0325'28.1 FT. WEST OF THE CENTER OF THE ROAD, 18 FEET NORTHWEST OF A
 TR0325'POLE WHICH SUPPORTS A TELEPHONE CABLE AND IS ALSO A GUY POLE FOR
 TR0325'A POWER POLE ACROSS THE ROAD, AND 2.6 FT. NORTHEAST OF A WITNESS
 TR0325'POST, AND IS FLUSH WITH THE GROUND.
 TR0325
 TR0325                          STATION RECOVERY (1973)
 TR0325
 TR0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TR0325'1.2 MI N FROM OAK HARBOR.
 TR0325'0.2 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR.
 TR0325'THENCE 0.4 MILE N. ALONG STATE HWY. 20.  THENCE 0.6 MILE N. ALONG OAK
 TR0325'HARBOR RD. (80 NW. STREET).  OPP. N. BOUNDARY FENCE OF POWER COMPANY
 TR0325'MAINTENANCE YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0599 ***********************************************************************
 SA0599  DESIGNATION -  C 802
 SA0599  PID         -  SA0599
 SA0599  STATE/COUNTY-  WA/ADAMS
 SA0599  USGS QUAD   -  ROXBORO (1970)
 SA0599
 SA0599                         *CURRENT SURVEY CONTROL
 SA0599  ___________________________________________________________________
 SA0599* NAD 83(1986)-  46 56 15.     (N)    118 48 26.     (W)     SCALED    
 SA0599* NAVD 88     -       383.19   (+/-2cm)    1257.2    (feet)  VERTCON   
 SA0599  ___________________________________________________________________
 SA0599  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 SA0599
 SA0599  VERT ORDER  -  ? (See Below)
 SA0599
 SA0599.The horizontal coordinates were scaled from a topographic map and have
 SA0599.an estimated accuracy of +/- 6 seconds.
 SA0599
 SA0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0599.The vertical order pertains to the NGVD 29 superseded value.
 SA0599
 SA0599.The geoid height was determined by GEOID03.
 SA0599
 SA0599;                    North         East    Units  Estimated Accuracy
 SA0599;SPC WA S     -   179,690.      628,880.      MT  (+/- 180 meters Scaled)
 SA0599
 SA0599                          SUPERSEDED SURVEY CONTROL
 SA0599
 SA0599  NGVD 29 (??/??/92)  382.072  (m)         1253.51   (f) ADJ UNCH    ?  
 SA0599
 SA0599.Superseded values are not recommended for survey control.
 SA0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0599.See file dsdata.txt to determine how the superseded data were derived.
 SA0599
 SA0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM624998(NAD 83)
 SA0599_MARKER: R = RIVET
 SA0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0599_SP_SET: CONCRETE BASE
 SA0599_STAMPING: C 802
 SA0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0599
 SA0599  HISTORY     - Date     Condition        Report By
 SA0599  HISTORY     - UNK      MONUMENTED       BOR
 SA0599  HISTORY     - 1936     GOOD             NGS
 SA0599
 SA0599                          STATION DESCRIPTION
 SA0599
 SA0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SA0599'2.8 MI W FROM SERVIA.
 SA0599'2.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SA0599'RAILWAY FROM SERVIA, 300 FEET WEST OF MILEPOST 1962, 12 FEET SOUTH OF
 SA0599'THE TRACK, AT A CABLE POLE ACROSS THE TRACK FROM SIGNAL 78/7, AND ON
 SA0599'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0204 ***********************************************************************
 SC0204  DESIGNATION -  C 9
 SC0204  PID         -  SC0204
 SC0204  STATE/COUNTY-  WA/LEWIS
 SC0204  USGS QUAD   -  CENTRALIA (1993)
 SC0204
 SC0204                         *CURRENT SURVEY CONTROL
 SC0204  ___________________________________________________________________
 SC0204* NAD 83(1986)-  46 39 52.     (N)    122 58 06.     (W)     SCALED    
 SC0204* NAVD 88     -        70.064  (meters)     229.87   (feet)  ADJUSTED  
 SC0204  ___________________________________________________________________
 SC0204  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SC0204  DYNAMIC HT  -          70.072 (meters)     229.89  (feet)  COMP
 SC0204  MODELED GRAV-     980,732.9   (mgal)                       NAVD 88
 SC0204
 SC0204  VERT ORDER  -  FIRST     CLASS II
 SC0204
 SC0204.The horizontal coordinates were scaled from a topographic map and have
 SC0204.an estimated accuracy of +/- 6 seconds.
 SC0204
 SC0204.The orthometric height was determined by differential leveling
 SC0204.and adjusted by the National Geodetic Survey in June 1991..
 SC0204
 SC0204.The geoid height was determined by GEOID03.
 SC0204
 SC0204.The dynamic height is computed by dividing the NAVD 88
 SC0204.geopotential number by the normal gravity value computed on the
 SC0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0204.degrees latitude (g = 980.6199 gals.).
 SC0204
 SC0204.The modeled gravity was interpolated from observed gravity values.
 SC0204
 SC0204;                    North         East    Units  Estimated Accuracy
 SC0204;SPC WA S     -   150,910.      311,140.      MT  (+/- 180 meters Scaled)
 SC0204
 SC0204                          SUPERSEDED SURVEY CONTROL
 SC0204
 SC0204  NGVD 29 (05/16/90)   69.022  (m)          226.45   (f) ADJUSTED    1 2
 SC0204
 SC0204.Superseded values are not recommended for survey control.
 SC0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0204.See file dsdata.txt to determine how the superseded data were derived.
 SC0204
 SC0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES024678(NAD 83)
 SC0204_MARKER: DB = BENCH MARK DISK
 SC0204_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC0204+WITH SETTING: PAVEMENT
 SC0204_SP_SET: STEP
 SC0204_STAMPING: C 9 1920 ELEV 226.030 FT.
 SC0204_MARK LOGO: CGS   
 SC0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0204+STABILITY: SURFACE MOTION
 SC0204
 SC0204  HISTORY     - Date     Condition        Report By
 SC0204  HISTORY     - 1920     MONUMENTED       CGS
 SC0204  HISTORY     - 1935     GOOD             NGS
 SC0204  HISTORY     - 1956     GOOD             NGS
 SC0204  HISTORY     - 1987     GOOD             NGS
 SC0204  HISTORY     - 20030818 GOOD             USPSQD
 SC0204
 SC0204                          STATION DESCRIPTION
 SC0204
 SC0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0204'IN CHEHALIS.
 SC0204'AT CHEHALIS, LEWIS COUNTY, IN THE CITY PARK, AT THE SOUTHWEST (MAIN)
 SC0204'ENTRANCE TO THE CITY HALL, AND IN THE TOP OF THE NORTHWEST END OF THE
 SC0204'THIRD CONCRETE STEP.  A STANDARD DISK, STAMPED ELEV 226.030 FT C 9
 SC0204'1920.
 SC0204
 SC0204                          STATION RECOVERY (1956)
 SC0204
 SC0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SC0204'RECOVERED IN GOOD CONDITION.
 SC0204
 SC0204                          STATION RECOVERY (1987)
 SC0204
 SC0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0204'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN LINE 34 WASH IS
 SC0204'ADEQUATE EXCEPT ADD-- 1.2 M (3.9 FT) WEST OF THE WEST FACE OF THE
 SC0204'BUILDING AND 0.61 M (2.0 FT) EAST OF THE EAST EDGE OF THE STEP.
 SC0204'THE MARK IS 0.05 M BELOW THE TILE SURFACE.
 SC0204
 SC0204                          STATION RECOVERY (2003)
 SC0204
 SC0204'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 SC0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1346 ***********************************************************************
 TR1346  DESIGNATION -  C 9 CITY 1952
 TR1346  PID         -  TR1346
 TR1346  STATE/COUNTY-  WA/ISLAND
 TR1346  USGS QUAD   -  OAK HARBOR (1973)
 TR1346
 TR1346                         *CURRENT SURVEY CONTROL
 TR1346  ___________________________________________________________________
 TR1346* NAD 83(1991)-  48 17 54.54831(N)    122 39 27.81456(W)     ADJUSTED  
 TR1346* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 TR1346  ___________________________________________________________________
 TR1346  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 TR1346  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 TR1346
 TR1346  HORZ ORDER  -  THIRD
 TR1346
 TR1346.The horizontal coordinates were established by classical geodetic methods
 TR1346.and adjusted by the National Geodetic Survey in December 1991..
 TR1346
 TR1346.The orthometric height was scaled from a topographic map.
 TR1346
 TR1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1346
 TR1346.The geoid height was determined by GEOID03.
 TR1346
 TR1346;                    North         East     Units Scale Factor Converg.
 TR1346;SPC WA N     -   145,973.983   364,661.058   MT  0.99994721   -1 21 29.9
 TR1346;SPC WA N     -   478,916.31  1,196,392.15   sFT  0.99994721   -1 21 29.9
 TR1346;UTM  10      - 5,349,533.139   525,384.437   MT  0.99960792   +0 15 20.0
 TR1346
 TR1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1346!SPC WA N     -   0.99999971  x   0.99994721  =   0.99994692
 TR1346!UTM  10      -   0.99999971  x   0.99960792  =   0.99960763
 TR1346
 TR1346:                Primary Azimuth Mark                     Grid Az
 TR1346:SPC WA N     -  C 8 TP 1952                              001 34 07.1
 TR1346:UTM  10      -  C 8 TP 1952                              359 57 17.2
 TR1346
 TR1346|---------------------------------------------------------------------|
 TR1346| PID    Reference Object                     Distance      Geod. Az  |
 TR1346|                                                           dddmmss.s |
 TR1346| TR1347 C 8 TP 1952                         403.002 METERS 0001237.2 |
 TR1346| TR1383 171 TP 1952                         399.880 METERS 09009     |
 TR1346|---------------------------------------------------------------------|
 TR1346
 TR1346                          SUPERSEDED SURVEY CONTROL
 TR1346
 TR1346  NAD 83(1986)-  48 17 54.54963(N)    122 39 27.81787(W) AD(       ) 3
 TR1346  NAD 27      -  48 17 55.19300(N)    122 39 23.20400(W) AD(       ) 3
 TR1346
 TR1346.Superseded values are not recommended for survey control.
 TR1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1346.See file dsdata.txt to determine how the superseded data were derived.
 TR1346
 TR1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2538449533(NAD 83)
 TR1346
 TR1346  HISTORY     - Date     Condition        Report By
 TR1346  HISTORY     - 1952     MONUMENTED       WA1550
 TR1346  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1346
 TR1346                          STATION DESCRIPTION
 TR1346
 TR1346'DESCRIBED BY CITY OF OAK HARBOR WASHINGTON 1952 (SBG)
 TR1346'THE STATION IS IN THE CENTER OF THE INTERSECTION OF STATE HIGHWAY
 TR1346'1-D AND THE NIEL ROAD, NOW CALLED AVE. 700 BY TOWN OF OAK HARBOR,
 TR1346'0.4 MILE WEST ALONG PIONEER WAY FROM OAK HARBOR POST OFFICE, THENCE
 TR1346'0.8 MILE NORTH ALONG STATE HIGHWAY 1-D.
 TR1346'
 TR1346'THE MARK IS A CITY MONUMENT, IRON PIPE WITH A LEAD PLUG AND A
 TR1346'SURVEYORS TACK AS THE CENTER, ABOUT 6 INCHES BELOW THE SURFACE
 TR1346'OF THE HIGHWAY, COVERED WITH A 6-INCH PIPE CASING.
 TR1346
 TR1346                          STATION RECOVERY (1960)
 TR1346
 TR1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1346'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 TR1346'THAT OLD HIGHWAY 1 D IS NOW KNOWN AS 60 NW ST. AND THE MARK IS 22.6
 TR1346'FEET SOUTHEAST OF POWER POLE 18/17 WHICH IS IN THE NORTHWEST
 TR1346'CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0128 ***********************************************************************
 TQ0128  DESIGNATION -  C B
 TQ0128  PID         -  TQ0128
 TQ0128  STATE/COUNTY-  WA/WHATCOM
 TQ0128  USGS QUAD   -  SLATE PEAK (1963)
 TQ0128
 TQ0128                         *CURRENT SURVEY CONTROL
 TQ0128  ___________________________________________________________________
 TQ0128* NAD 83(1986)-  48 43 45.     (N)    120 41 01.     (W)     SCALED    
 TQ0128* NAVD 88     -      1711.530  (meters)    5615.24   (feet)  ADJUSTED  
 TQ0128  ___________________________________________________________________
 TQ0128  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 TQ0128  DYNAMIC HT  -        1711.398 (meters)    5614.81  (feet)  COMP
 TQ0128  MODELED GRAV-     980,471.8   (mgal)                       NAVD 88
 TQ0128
 TQ0128  VERT ORDER  -  FIRST     CLASS II
 TQ0128
 TQ0128.The horizontal coordinates were scaled from a topographic map and have
 TQ0128.an estimated accuracy of +/- 6 seconds.
 TQ0128
 TQ0128.The orthometric height was determined by differential leveling
 TQ0128.and adjusted by the National Geodetic Survey in June 1991..
 TQ0128
 TQ0128.The geoid height was determined by GEOID03.
 TQ0128
 TQ0128.The dynamic height is computed by dividing the NAVD 88
 TQ0128.geopotential number by the normal gravity value computed on the
 TQ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0128.degrees latitude (g = 980.6199 gals.).
 TQ0128
 TQ0128.The modeled gravity was interpolated from observed gravity values.
 TQ0128
 TQ0128;                    North         East    Units  Estimated Accuracy
 TQ0128;SPC WA N     -   192,270.      511,020.      MT  (+/- 180 meters Scaled)
 TQ0128
 TQ0128                          SUPERSEDED SURVEY CONTROL
 TQ0128
 TQ0128  NGVD 29 (??/??/92) 1710.131  (m)         5610.65   (f) ADJ UNCH    1 2
 TQ0128
 TQ0128.Superseded values are not recommended for survey control.
 TQ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0128.See file dsdata.txt to determine how the superseded data were derived.
 TQ0128
 TQ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU703999(NAD 83)
 TQ0128_MARKER: N = NAIL
 TQ0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0128_SP_SET: PINE TREE
 TQ0128_STAMPING: C B
 TQ0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0128
 TQ0128  HISTORY     - Date     Condition        Report By
 TQ0128  HISTORY     - UNK      MONUMENTED       CGS
 TQ0128  HISTORY     - 1958     GOOD             NGS
 TQ0128
 TQ0128                          STATION DESCRIPTION
 TQ0128
 TQ0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0128'1.25 MI NW FROM HARTS PASS GUARD STA.
 TQ0128'1.25 MILES NORTHWEST ALONG A DIRT ROAD FROM THE GUARD STATION AT HARTS
 TQ0128'PASS, IN THE TOP OF THE NORTHWEST ROOT OF A 50-INCH PINE TREE, 16 FEET
 TQ0128'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT ABOVE THE
 TQ0128'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4399 ***********************************************************************
 SY4399  DESIGNATION -  C BOEING 1953
 SY4399  PID         -  SY4399
 SY4399  STATE/COUNTY-  WA/KING
 SY4399  USGS QUAD   -  POVERTY BAY (1994)
 SY4399
 SY4399                         *CURRENT SURVEY CONTROL
 SY4399  ___________________________________________________________________
 SY4399* NAD 83(1991)-  47 31 47.69752(N)    122 18 11.89074(W)     ADJUSTED  
 SY4399* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY4399  ___________________________________________________________________
 SY4399  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 SY4399  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SY4399
 SY4399  HORZ ORDER  -  SECOND
 SY4399
 SY4399.This mark is at Boeing Fld/king Co Intl Airport (BFI)
 SY4399
 SY4399.The horizontal coordinates were established by classical geodetic methods
 SY4399.and adjusted by the National Geodetic Survey in December 1991..
 SY4399
 SY4399.The orthometric height was scaled from a topographic map.
 SY4399
 SY4399.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4399
 SY4399.The geoid height was determined by GEOID03.
 SY4399
 SY4399;                    North         East     Units Scale Factor Converg.
 SY4399;SPC WA N     -    59,974.340   389,317.506   MT  0.99999455   -1 05 39.9
 SY4399;SPC WA N     -   196,765.81  1,277,285.85   sFT  0.99999455   -1 05 39.9
 SY4399;UTM  10      - 5,264,289.672   552,440.716   MT  0.99963379   +0 30 50.1
 SY4399
 SY4399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4399!SPC WA N     -   1.00000302  x   0.99999455  =   0.99999757
 SY4399!UTM  10      -   1.00000302  x   0.99963379  =   0.99963680
 SY4399
 SY4399                          SUPERSEDED SURVEY CONTROL
 SY4399
 SY4399  NAD 83(1986)-  47 31 47.69152(N)    122 18 11.89830(W) AD(       ) 2
 SY4399  NAD 27      -  47 31 48.33400(N)    122 18 07.45100(W) AD(       ) 2
 SY4399
 SY4399.Superseded values are not recommended for survey control.
 SY4399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4399.See file dsdata.txt to determine how the superseded data were derived.
 SY4399
 SY4399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5244164290(NAD 83)
 SY4399_MARKER: Z = SEE DESCRIPTION
 SY4399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4399
 SY4399  HISTORY     - Date     Condition        Report By
 SY4399  HISTORY     - 1953     MONUMENTED       CGS
 SY4399  HISTORY     - 1960     GOOD             LOCENG
 SY4399  HISTORY     - 1963     GOOD             CGS
 SY4399  HISTORY     - 1964     GOOD             CGS
 SY4399  HISTORY     - 1966     GOOD             CGS
 SY4399  HISTORY     - 1969     GOOD             CGS
 SY4399  HISTORY     - 1979     GOOD             NGS
 SY4399  HISTORY     - 1983     MARK NOT FOUND   NGS
 SY4399
 SY4399                          STATION DESCRIPTION
 SY4399
 SY4399'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 SY4399'STATION IS IN SEATTLE NEAR MAIN RUNWAY OF BOEING FIELD (KING COUNTY
 SY4399'AIRPORT).  STARTING AT THE NW END IT IS THE THIRD MONUMENT OF
 SY4399'SIX MONUMENTS ON LINE, WHICH MARK A MEASURED BASE LINE RUNNING
 SY4399'PARALLEL TO THE MAIN RUNWAY, EXACTLY 200 FEET SOUTHWEST OF THE
 SY4399'CENTERLINE.  THE MARK IS A 3/8 INCH COPPER PLUG IN THE TOP OF A
 SY4399'4X4X6-INCH CONCRETE MONUMENT CEMENTED FLUSH IN THE ASPHALT
 SY4399'PAVING OF THE TAXI STRIP.
 SY4399'
 SY4399'ANGLES OBSERVED BY GARDNER AND HITCHINGS, INC.
 SY4399
 SY4399                          STATION RECOVERY (1963)
 SY4399
 SY4399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4399'THE MARK IS NOT IN THE PAVING OF THE TAXI STRIP, BUT IN THE GRASSY
 SY4399'AREA BETWEEN THE MAIN RUNWAY AND THE WEST TAXIWAY.  IT IS ABOUT
 SY4399'350 FEET EAST-NORTHEAST OF THE MAIN CONTROL TOWER, 320 FEET SOUTH
 SY4399'OF THE 4000-FT. MARKER (FROM THE NORTH END), 145.3 FEET SOUTHWEST
 SY4399'OF RUNWAY LIGHT NO. 54, 128.3 FEET NORTHWEST OF RUNWAY LIGHT NO.
 SY4399'52, 100 FEET WEST OF THE WEST EDGE OF THE MAIN RUNWAY, AND 36.5
 SY4399'FEET EAST OF THE EAST EDGE OF THE WEST TAXIWAY.  A COPPER PLUG
 SY4399'IN A 4-INCH SQUARE CONCRETE POST, WHICH PROJECTS 1 INCH.
 SY4399
 SY4399                          STATION RECOVERY (1964)
 SY4399
 SY4399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWB)
 SY4399'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 200 FT. SW
 SY4399'OF THE CENTERLINE OF THE RUNWAY IN THE GRASS AREA BETWEEN THE
 SY4399'RUNWAY AND THE TAXIWAY.
 SY4399
 SY4399                          STATION RECOVERY (1966)
 SY4399
 SY4399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SY4399'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SY4399'M.E.W. IN 1963.  NOTE--A CROSS WITH THE LETTER C BESIDE IT HAS
 SY4399'BEEN PAINTED ON THE EASTERN EDGE OF THE WEST TAXIWAY OPPOSITE
 SY4399'THE STATION.
 SY4399
 SY4399                          STATION RECOVERY (1969)
 SY4399
 SY4399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 SY4399'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SY4399'M.E.W. IN 1963.
 SY4399'
 SY4399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4399'AT BOEING FIELD INTERNATIONAL AIRPORT (KING CO.).
 SY4399
 SY4399                          STATION RECOVERY (1979)
 SY4399
 SY4399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 SY4399'RECOVERED AS DESCRIBED.
 SY4399'
 SY4399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOEING FIELD.
 SY4399
 SY4399                          STATION RECOVERY (1983)
 SY4399
 SY4399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DMM)
 SY4399'HAS BEEN COVERED BY A NEW TAXIWAY.  MARK MAY EXIST UNDER THE
 SY4399'TAXIWAY BUT NO SEARCH WAS MADE.
 SY4399'
 SY4399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOEING
 SY4399'FIELD/KING COUNTY INTERNATIONAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2100 ***********************************************************************
 SA2100  DESIGNATION -  C L WOODWARDS FARM GRAIN ELEV
 SA2100  PID         -  SA2100
 SA2100  STATE/COUNTY-  WA/ADAMS
 SA2100  USGS QUAD   -  LIND SW (1970)
 SA2100
 SA2100                         *CURRENT SURVEY CONTROL
 SA2100  ___________________________________________________________________
 SA2100* NAD 83(1991)-  46 49 25.76772(N)    118 37 40.41348(W)     ADJUSTED  
 SA2100* NAVD 88     -                                                        
 SA2100  ___________________________________________________________________
 SA2100  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 SA2100  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 SA2100
 SA2100  HORZ ORDER  -  THIRD
 SA2100
 SA2100.The horizontal coordinates were established by classical geodetic methods
 SA2100.and adjusted by the National Geodetic Survey in December 1991..
 SA2100
 SA2100
 SA2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2100
 SA2100.The geoid height was determined by GEOID03.
 SA2100
 SA2100;                    North         East     Units Scale Factor Converg.
 SA2100;SPC WA S     -   167,364.286   642,827.971   MT  0.99992326   +1 21 35.6
 SA2100;SPC WA S     -   549,094.33  2,109,011.43   sFT  0.99992326   +1 21 35.6
 SA2100;UTM  11      - 5,186,873.164   375,833.344   MT  0.99978950   -1 11 14.3
 SA2100
 SA2100                          SUPERSEDED SURVEY CONTROL
 SA2100
 SA2100  NAD 83(1986)-  46 49 25.77653(N)    118 37 40.40475(W) AD(       ) 4
 SA2100  NAD 27      -  46 49 26.25800(N)    118 37 36.43800(W) AD(       ) 3
 SA2100
 SA2100.Superseded values are not recommended for survey control.
 SA2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2100.See file dsdata.txt to determine how the superseded data were derived.
 SA2100
 SA2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7583386873(NAD 83)
 SA2100
 SA2100  HISTORY     - Date     Condition        Report By
 SA2100  HISTORY     - 1950     MONUMENTED       CGS
 SA2100
 SA2100                          STATION DESCRIPTION
 SA2100
 SA2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SA2100'THE STATION IS LOCATED IN THE NORTHEAST END OF A GROUP OF FARM
 SA2100'BUILDINGS OWNED BY THE C. L. WOODWARD ESTATE, ABOUT 1 MILE AIRLINE
 SA2100'EAST OF U.S. HIGHWAY 395, ABOUT 16 MILES AIRLINE NORTHEAST OF CONNELL
 SA2100'AND ABOUT 9 MILES AIRLINE SOUTH OF LIND.
 SA2100'
 SA2100'THE GRAIN ELEVATOR IS A CORRUGATED ALUMINUM COVERED BUILDING ABOUT
 SA2100'60 FEET WIDE AND ABOUT 150 FEET LONG.  THE POINT INTERSECTED WAS THE
 SA2100'CENTER AND TOP OF THE HIGHEST POINT WHICH IS ABOUT 45 FEET ABOVE THE
 SA2100'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1599 ***********************************************************************
 SA1599  DESIGNATION -  C P 1
 SA1599  PID         -  SA1599
 SA1599  STATE/COUNTY-  WA/YAKIMA
 SA1599  USGS QUAD   -  PRIEST RAPIDS (1978)
 SA1599
 SA1599                         *CURRENT SURVEY CONTROL
 SA1599  ___________________________________________________________________
 SA1599* NAD 83(1991)-  46 37 55.63059(N)    119 54 02.51397(W)     ADJUSTED  
 SA1599* NAVD 88     -       132.950  (meters)     436.19   (feet)  ADJUSTED  
 SA1599  ___________________________________________________________________
 SA1599  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 SA1599  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 SA1599  DYNAMIC HT  -         132.956 (meters)     436.21  (feet)  COMP
 SA1599  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 SA1599
 SA1599  HORZ ORDER  -  THIRD
 SA1599  VERT ORDER  -  SECOND    CLASS 0
 SA1599
 SA1599.The horizontal coordinates were established by classical geodetic methods
 SA1599.and adjusted by the National Geodetic Survey in December 1991..
 SA1599
 SA1599.The orthometric height was determined by differential leveling
 SA1599.and adjusted by the National Geodetic Survey in June 1991..
 SA1599
 SA1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1599
 SA1599.The geoid height was determined by GEOID03.
 SA1599
 SA1599.The dynamic height is computed by dividing the NAVD 88
 SA1599.geopotential number by the normal gravity value computed on the
 SA1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1599.degrees latitude (g = 980.6199 gals.).
 SA1599
 SA1599.The modeled gravity was interpolated from observed gravity values.
 SA1599
 SA1599;                    North         East     Units Scale Factor Converg.
 SA1599;SPC WA S     -   144,534.336   545,888.051   MT  0.99991493   +0 26 07.2
 SA1599;SPC WA S     -   474,193.07  1,790,967.71   sFT  0.99991493   +0 26 07.2
 SA1599;UTM  11      - 5,168,371.692   277,968.957   MT  1.00020599   -2 06 34.4
 SA1599
 SA1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1599!SPC WA S     -   0.99998246  x   0.99991493  =   0.99989739
 SA1599!UTM  11      -   0.99998246  x   1.00020599  =   1.00018845
 SA1599
 SA1599|---------------------------------------------------------------------|
 SA1599| PID    Reference Object                     Distance      Geod. Az  |
 SA1599|                                                           dddmmss.s |
 SA1599| CF4606 C P 1 RM 1                            7.500 METERS 02238     |
 SA1599| CF4607 C P 1 RM 2                            7.179 METERS 11949     |
 SA1599| SA2426 PRIEST                              APPROX. 2.6 KM 2942058.7 |
 SA1599| CF4605 C P 1 RM                            135.938 METERS 29756     |
 SA1599|---------------------------------------------------------------------|
 SA1599
 SA1599                          SUPERSEDED SURVEY CONTROL
 SA1599
 SA1599  NAD 83(1986)-  46 37 55.64005(N)    119 54 02.50220(W) AD(       ) 3
 SA1599  NAD 27      -  46 37 56.16724(N)    119 53 58.34464(W) AD(       ) 3
 SA1599  NGVD 29 (??/??/92)  131.881  (m)          432.68   (f) ADJ UNCH    2 0
 SA1599
 SA1599.Superseded values are not recommended for survey control.
 SA1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1599.See file dsdata.txt to determine how the superseded data were derived.
 SA1599
 SA1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM7796968372(NAD 83)
 SA1599_MARKER: DD = SURVEY DISK
 SA1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1599_STAMPING: C-P1 1946
 SA1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1599+STABILITY: SURFACE MOTION
 SA1599
 SA1599  HISTORY     - Date     Condition        Report By
 SA1599  HISTORY     - 1948     MONUMENTED       USE
 SA1599  HISTORY     - 1946     GOOD             NGS
 SA1599
 SA1599                          STATION DESCRIPTION
 SA1599
 SA1599'DESCRIBED BY US ENGINEERS 1948 (WRH)
 SA1599'THE STATION IS LOCATED ABOUT 24 MILES WEST OF THE TOWN OF HANFORD,
 SA1599'24 MILES EAST NORTHEAST OF THE TOWN OF MOXEE CITY, 1 MILE
 SA1599'SOUTHEAST OF THE PRIEST RAPIDS POWER PLANT, ABOUT 100 YARDS
 SA1599'SOUTHWEST OF THE COLUMBIA RIVER, ABOUT 100 YARDS NORTHEAST OF A
 SA1599'TRACK ROAD, AND ABOUT 1/4 MILE NORTHEAST OF THE MILWAUKEE
 SA1599'RAILROAD.
 SA1599'
 SA1599'THE STATION MARK, STAMPED C-P 1 1946, IS A STANDARD
 SA1599'U.S. ENGINEERS TRAVERSE STATION MARK THAT IS SET IN THE TOP OF A
 SA1599'CIRCULAR CONCRETE POST THAT PROJECTS ABOVE THE SURFACE OF THE
 SA1599'GROUND ABOUT 5 INCHES.
 SA1599'
 SA1599'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK THAT IS
 SA1599'BRAZED TO THE TOP OF A 2-1/2 INCH IRON SOIL PIPE WHICH IS
 SA1599'EMBEDDED IN THE GROUND AND PROJECTS FROM THE GROUND ABOUT 3
 SA1599'INCHES.  IT IS STAMPED C-P 1 USE NO 1 1948.
 SA1599'
 SA1599'REFERENCE MARK NUMBER 2, STAMPED CP 1 USE NO 2 1948, IS A
 SA1599'STANDARD REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 X 10
 SA1599'INCH CONCRETE BLOCK THAT PROJECTS ABOVE THE SURFACE OF THE GROUND
 SA1599'ABOUT 4 INCHES.
 SA1599'
 SA1599'THE U.S. ENGINEERS REFERENCE MARK IS A STANDARD USE BRONZE DISK
 SA1599'WITH AN ARROW POINTING TO THE STATION.  IT IS SET IN THE TOP OF
 SA1599'A CIRCULAR BLOCK OF CONCRETE THAT PROJECTS ABOVE THE GROUND ABOUT
 SA1599'5 INCHES.  IT IS ABOUT 50 FEET SOUTHEAST OF A TRACK ROAD AND 4
 SA1599'FEET NORTHEAST OF A WHITE WITNESS POST.  STAMPED C-P 1 1946.
 SA1599'
 SA1599'TO REACH THE STATION FROM THE VILLAGE OF PRIEST RAPIDS, FOLLOW
 SA1599'THE TRACK ROAD SOUTHEAST ALONG THE RIVER FOR 1.0 MILE TO THE
 SA1599'STATION ABOUT 100 YARDS TO THE LEFT OF THE ROAD.
 SA1599'
 SA1599'STATION PRIEST CAN BE USED AS AN AZIMUTH MARK.
 SA1599
 SA1599                          STATION RECOVERY (1946)
 SA1599
 SA1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 SA1599'0.85 MI SE FROM PRIEST RAPIDS.
 SA1599'ALONG THE PRIEST RAPIDS-VERNITA GRAVEL ROAD, 0.85 MILE SOUTHEAST OF
 SA1599'THE PRIEST RAPIDS POWER PLANT, 0.55 MILE SOUTHEAST OF THE PRIEST
 SA1599'RAPIDS SCHOOL, 0.2 MILE NORTHWEST OF MILEPOST NO. 16 WHICH IS ON THE
 SA1599'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 445.5 FEET EAST OF
 SA1599'REFERENCE MARK, 171.5 FEET NORTHEAST OF CENTER OF ROAD, 3.0 FEET
 SA1599'SOUTHEAST OF REFERENCE POST, A U.S. ENGINEER DEPARTMENT TRAVERSE
 SA1599'STATION BRONZE DISK SET IN TOP OF A CONCRETE POST ABOUT THE SAME
 SA1599'ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1043 ***********************************************************************
 TP1043  DESIGNATION -  C P 96 SS 1935
 TP1043  PID         -  TP1043
 TP1043  STATE/COUNTY-  WA/FERRY
 TP1043  USGS QUAD   -  MILLER MTN (1994)
 TP1043
 TP1043                         *CURRENT SURVEY CONTROL
 TP1043  ___________________________________________________________________
 TP1043* NAD 83(1991)-  48 02 59.02026(N)    118 17 26.73594(W)     ADJUSTED  
 TP1043* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 TP1043  ___________________________________________________________________
 TP1043  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 TP1043  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 TP1043
 TP1043  HORZ ORDER  -  SECOND
 TP1043
 TP1043.The horizontal coordinates were established by classical geodetic methods
 TP1043.and adjusted by the National Geodetic Survey in December 1991..
 TP1043
 TP1043.The orthometric height was scaled from a topographic map.
 TP1043
 TP1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1043
 TP1043.The geoid height was determined by GEOID03.
 TP1043
 TP1043;                    North         East     Units Scale Factor Converg.
 TP1043;SPC WA N     -   119,841.889   689,512.724   MT  0.99994296   +1 53 34.8
 TP1043;SPC WA N     -   393,181.26  2,262,176.33   sFT  0.99994296   +1 53 34.8
 TP1043;UTM  11      - 5,322,633.184   403,808.531   MT  0.99971369   -0 57 36.2
 TP1043
 TP1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1043!SPC WA N     -   0.99993725  x   0.99994296  =   0.99988021
 TP1043!UTM  11      -   0.99993725  x   0.99971369  =   0.99965096
 TP1043
 TP1043:                Primary Azimuth Mark                     Grid Az
 TP1043:SPC WA N     -  COLE                                     182 06 18.5
 TP1043:UTM  11      -  COLE                                     184 57 29.5
 TP1043
 TP1043|---------------------------------------------------------------------|
 TP1043| PID    Reference Object                     Distance      Geod. Az  |
 TP1043|                                                           dddmmss.s |
 TP1043| TP1046 COLE                                APPROX. 1.6 KM 1835953.3 |
 TP1043|---------------------------------------------------------------------|
 TP1043
 TP1043                          SUPERSEDED SURVEY CONTROL
 TP1043
 TP1043  NAD 83(1986)-  48 02 59.03103(N)    118 17 26.73154(W) AD(       ) 2
 TP1043  NAD 27      -  48 02 59.45000(N)    118 17 22.77300(W) AD(       ) 2
 TP1043
 TP1043.Superseded values are not recommended for survey control.
 TP1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1043.See file dsdata.txt to determine how the superseded data were derived.
 TP1043
 TP1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP0380922633(NAD 83)
 TP1043
 TP1043  HISTORY     - Date     Condition        Report By
 TP1043  HISTORY     - 1936     MONUMENTED       BOR
 TP1043  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP1043
 TP1043                          STATION DESCRIPTION
 TP1043
 TP1043'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP1043'STATION IS LOCATED IN NE 1/4 SEC. 5, T. 29 N., R. 36 E. WM, ON LONG
 TP1043'RIDGE ABOUT 1/4 MILE E OF WILLMONT CREEK, AND ABOUT 1/4 MILE DUE
 TP1043'E OF RANCH WITH PICKET (SLAT) FENCE.
 TP1043'
 TP1043'MARKED WITH WHITE BANNER IN SMALL PINE TOP OF RIDGE.
 TP1043
 TP1043                          STATION RECOVERY (1947)
 TP1043
 TP1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP1043'STATION WAS RECOVERED AS DESCRIBED BY THE U.S.B.R. IN THEIR
 TP1043'RECOVERY NOTE WITH THE FOLLOWING ADDITIONS--
 TP1043'
 TP1043'STATION LIES ON THE E SIDE OF A LONG COVE WHICH IS ON THE E SIDE
 TP1043'OF THE MOUTH OF WILLMONT CREEK, ON TOP OF THE SHARP RIDGE WHICH
 TP1043'PARALLELS THE COVE, 83 METERS N OF THE POINT OF THE RIDGE, 17
 TP1043'METERS S OF A 24-INCH BLAZED PINE, 3 METERS SW OF A BLAZED
 TP1043'10-INCH PINE, AND 1 METER SW OF A 6-INCH BLAZED PINE.  THE POINT
 TP1043'OF THE RIDGE ON THE LAKE SHORE IS WOODED.
 TP1043'
 TP1043'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK SET
 TP1043'ACCORDING TO NOTE 1A, STAMPED CP 96 UL 3205+14.65 1935, AND PROJECTS
 TP1043'4 INCHES ABOVE THE SURFACE OF THE GROUND.
 TP1043'
 TP1043'STATION WAS RECOVERED BY BOAT AND THE DIRECTIONS FOR REACHING THE
 TP1043'STATION COULD NOT BE VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0727 ***********************************************************************
 SV0727  DESIGNATION -  C1 1
 SV0727  PID         -  SV0727
 SV0727  STATE/COUNTY-  WA/SPOKANE
 SV0727  USGS QUAD   -  DEER PARK (1973)
 SV0727
 SV0727                         *CURRENT SURVEY CONTROL
 SV0727  ___________________________________________________________________
 SV0727* NAD 83(1991)-  47 58 32.78351(N)    117 24 41.02910(W)     ADJUSTED  
 SV0727* NAVD 88     -       672.439  (meters)    2206.16   (feet)  ADJUSTED  
 SV0727  ___________________________________________________________________
 SV0727  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 SV0727  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 SV0727  DYNAMIC HT  -         672.492 (meters)    2206.33  (feet)  COMP
 SV0727  MODELED GRAV-     980,667.9   (mgal)                       NAVD 88
 SV0727
 SV0727  HORZ ORDER  -  THIRD
 SV0727  VERT ORDER  -  SECOND    CLASS 0
 SV0727
 SV0727.The horizontal coordinates were established by classical geodetic methods
 SV0727.and adjusted by the National Geodetic Survey in December 1991..
 SV0727
 SV0727.The orthometric height was determined by differential leveling
 SV0727.and adjusted by the National Geodetic Survey in June 1991..
 SV0727
 SV0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0727
 SV0727.The geoid height was determined by GEOID03.
 SV0727
 SV0727.The dynamic height is computed by dividing the NAVD 88
 SV0727.geopotential number by the normal gravity value computed on the
 SV0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0727.degrees latitude (g = 980.6199 gals.).
 SV0727
 SV0727.The modeled gravity was interpolated from observed gravity values.
 SV0727
 SV0727;                    North         East     Units Scale Factor Converg.
 SV0727;SPC WA N     -   114,167.218   755,384.600   MT  0.99994532   +2 32 51.7
 SV0727;SPC WA N     -   374,563.61  2,478,290.98   sFT  0.99994532   +2 32 51.7
 SV0727;UTM  11      - 5,313,689.405   469,297.297   MT  0.99961158   -0 18 20.2
 SV0727
 SV0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0727!SPC WA N     -   0.99989742  x   0.99994532  =   0.99984275
 SV0727!UTM  11      -   0.99989742  x   0.99961158  =   0.99950904
 SV0727
 SV0727|---------------------------------------------------------------------|
 SV0727| PID    Reference Object                     Distance      Geod. Az  |
 SV0727|                                                           dddmmss.s |
 SV0727| CF1180 C1 1 RM 1                            12.150 METERS 08453     |
 SV0727| SV1171 MOUNT SPOKANE                       APPROX.23.0 KM 1050951.2 |
 SV0727| SV1250 C1 RM 3                             150.375 METERS 10827     |
 SV0727| CF1181 C1 1 RM 2                            13.228 METERS 26603     |
 SV0727|---------------------------------------------------------------------|
 SV0727
 SV0727                          SUPERSEDED SURVEY CONTROL
 SV0727
 SV0727  NAD 83(1986)-  47 58 32.78588(N)    117 24 41.02282(W) AD(       ) 3
 SV0727  NGVD 29 (??/??/92)  671.247  (m)         2202.25   (f) ADJ UNCH    2 0
 SV0727
 SV0727.Superseded values are not recommended for survey control.
 SV0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0727.See file dsdata.txt to determine how the superseded data were derived.
 SV0727
 SV0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP6929713689(NAD 83)
 SV0727_MARKER: DS = TRIANGULATION STATION DISK
 SV0727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0727_SP_SET: MONUMENT
 SV0727_STAMPING: C1-1 1960
 SV0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0727
 SV0727  HISTORY     - Date     Condition        Report By
 SV0727  HISTORY     - 1960     MONUMENTED       CGS
 SV0727
 SV0727                          STATION DESCRIPTION
 SV0727
 SV0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SV0727'3.5 MI NE FROM DEER PARK.
 SV0727'AT SITE 567-1 DEER PARK C-1, 46 FEET EAST FROM NORTHWEST CORNER OF THE
 SV0727'FENCE SURROUNDING THE SITE, 3.8 FEET WEST FROM A METAL WITNESS POST
 SV0727'AND 2 FEET SOUTH FROM THE FENCE LINE, SET IN A SQUARE TOPPED CONCRETE
 SV0727'MONUMENT PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0732 ***********************************************************************
 SV0732  DESIGNATION -  C1 2
 SV0732  PID         -  SV0732
 SV0732  STATE/COUNTY-  WA/SPOKANE
 SV0732  USGS QUAD   -  DEER PARK (1973)
 SV0732
 SV0732                         *CURRENT SURVEY CONTROL
 SV0732  ___________________________________________________________________
 SV0732* NAD 83(1991)-  47 58 24.06016(N)    117 24 39.17489(W)     ADJUSTED  
 SV0732* NAVD 88     -       671.269  (meters)    2202.32   (feet)  ADJUSTED  
 SV0732  ___________________________________________________________________
 SV0732  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 SV0732  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 SV0732  DYNAMIC HT  -         671.322 (meters)    2202.50  (feet)  COMP
 SV0732  MODELED GRAV-     980,667.8   (mgal)                       NAVD 88
 SV0732
 SV0732  HORZ ORDER  -  THIRD
 SV0732  VERT ORDER  -  SECOND    CLASS 0
 SV0732
 SV0732.The horizontal coordinates were established by classical geodetic methods
 SV0732.and adjusted by the National Geodetic Survey in December 1991..
 SV0732
 SV0732.The orthometric height was determined by differential leveling
 SV0732.and adjusted by the National Geodetic Survey in June 1991..
 SV0732
 SV0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0732
 SV0732.The geoid height was determined by GEOID03.
 SV0732
 SV0732.The dynamic height is computed by dividing the NAVD 88
 SV0732.geopotential number by the normal gravity value computed on the
 SV0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0732.degrees latitude (g = 980.6199 gals.).
 SV0732
 SV0732.The modeled gravity was interpolated from observed gravity values.
 SV0732
 SV0732;                    North         East     Units Scale Factor Converg.
 SV0732;SPC WA N     -   113,899.778   755,434.992   MT  0.99994542   +2 32 53.1
 SV0732;SPC WA N     -   373,686.19  2,478,456.30   sFT  0.99994542   +2 32 53.1
 SV0732;UTM  11      - 5,313,419.879   469,334.302   MT  0.99961155   -0 18 18.8
 SV0732
 SV0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0732!SPC WA N     -   0.99989761  x   0.99994542  =   0.99984303
 SV0732!UTM  11      -   0.99989761  x   0.99961155  =   0.99950920
 SV0732
 SV0732|---------------------------------------------------------------------|
 SV0732| PID    Reference Object                     Distance      Geod. Az  |
 SV0732|                                                           dddmmss.s |
 SV0732| CF1182 C1 2 RM 1                            12.639 METERS 08746     |
 SV0732| CF1183 C1 2 RM 2                            17.285 METERS 26501     |
 SV0732| SV0727 C1 1                                272.160 METERS 35153     |
 SV0732|---------------------------------------------------------------------|
 SV0732
 SV0732                          SUPERSEDED SURVEY CONTROL
 SV0732
 SV0732  NAD 83(1986)-  47 58 24.06256(N)    117 24 39.16865(W) AD(       ) 3
 SV0732  NGVD 29 (??/??/92)  670.077  (m)         2198.41   (f) ADJ UNCH    2 0
 SV0732
 SV0732.Superseded values are not recommended for survey control.
 SV0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0732.See file dsdata.txt to determine how the superseded data were derived.
 SV0732
 SV0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP6933413420(NAD 83)
 SV0732_MARKER: DS = TRIANGULATION STATION DISK
 SV0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0732_SP_SET: MONUMENT
 SV0732_STAMPING: C1-2 1960
 SV0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0732
 SV0732  HISTORY     - Date     Condition        Report By
 SV0732  HISTORY     - 1960     MONUMENTED       CGS
 SV0732
 SV0732                          STATION DESCRIPTION
 SV0732
 SV0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SV0732'3.5 MI N FROM DEER PARK.
 SV0732'AT SITE 567-1 DEER PARK C-1, 75 FEET EAST OF THE SOUTHWEST CORNER OF
 SV0732'FENCE THAT SURROUNDS THE SITE AND 6 1/2 FEET SOUTHEAST FROM A METAL
 SV0732'WITNESS POST, SET IN A CONCRETE CYLINDRICAL MONUMENT PROJECTING 6
 SV0732'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0522 ***********************************************************************
 TR0522  DESIGNATION -  CA 1
 TR0522  PID         -  TR0522
 TR0522  STATE/COUNTY-  WA/ISLAND
 TR0522  USGS QUAD   -  COUPEVILLE (1973)
 TR0522
 TR0522                         *CURRENT SURVEY CONTROL
 TR0522  ___________________________________________________________________
 TR0522* NAD 83(1986)-  48 11 45.     (N)    122 37 36.     (W)     SCALED    
 TR0522* NAVD 88     -        61.776  (meters)     202.68   (feet)  ADJUSTED  
 TR0522  ___________________________________________________________________
 TR0522  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 TR0522  DYNAMIC HT  -          61.789 (meters)     202.72  (feet)  COMP
 TR0522  MODELED GRAV-     980,825.1   (mgal)                       NAVD 88
 TR0522
 TR0522  VERT ORDER  -  FIRST     CLASS II
 TR0522
 TR0522.The horizontal coordinates were scaled from a topographic map and have
 TR0522.an estimated accuracy of +/- 6 seconds.
 TR0522
 TR0522.The orthometric height was determined by differential leveling
 TR0522.and adjusted by the National Geodetic Survey in June 1991..
 TR0522
 TR0522.The geoid height was determined by GEOID03.
 TR0522
 TR0522.The dynamic height is computed by dividing the NAVD 88
 TR0522.geopotential number by the normal gravity value computed on the
 TR0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0522.degrees latitude (g = 980.6199 gals.).
 TR0522
 TR0522.The modeled gravity was interpolated from observed gravity values.
 TR0522
 TR0522;                    North         East    Units  Estimated Accuracy
 TR0522;SPC WA N     -   134,510.      366,700.      MT  (+/- 180 meters Scaled)
 TR0522
 TR0522                          SUPERSEDED SURVEY CONTROL
 TR0522
 TR0522  NGVD 29 (??/??/92)   60.638  (m)          198.94   (f) ADJ UNCH    1 2
 TR0522
 TR0522.Superseded values are not recommended for survey control.
 TR0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0522.See file dsdata.txt to determine how the superseded data were derived.
 TR0522
 TR0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU277381(NAD 83)
 TR0522_MARKER: DD = SURVEY DISK
 TR0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0522_STAMPING: CA 1
 TR0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0522+STABILITY: SURFACE MOTION
 TR0522
 TR0522  HISTORY     - Date     Condition        Report By
 TR0522  HISTORY     - UNK      MONUMENTED       DOD
 TR0522  HISTORY     - 1952     GOOD             NGS
 TR0522  HISTORY     - 1962     GOOD             NGS
 TR0522
 TR0522                          STATION DESCRIPTION
 TR0522
 TR0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0522'4.3 MI SE FROM COUPEVILLE.
 TR0522'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 1 D FROM THE COUNTY COURTHOUSE
 TR0522'AT COUPEVILLE, 0.4 MILE NORTH OF THE EAST ENTRANCE TO WHIDBEY ISLAND
 TR0522'NAVAL AIR STATION OUTLYING FIELD, 45.2 FEET EAST OF AND ACROSS THE
 TR0522'HIGHWAY FROM THE FIELD PROPERTY LINE FENCE, 17.6 FEET EAST OF THE
 TR0522'CENTER LINE OF THE HIGHWAY, 4.7 FEET NORTH OF A TELEPHONE POLE, 1.2
 TR0522'FEET SOUTH OF A WITNESS POST, 0.2 FOOT WEST OF A FENCE, ABOUT 1/2 FOOT
 TR0522'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TR0522'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TR0522
 TR0522                          STATION RECOVERY (1962)
 TR0522
 TR0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 TR0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1465 ***********************************************************************
 TR1465  DESIGNATION -  CABIN
 TR1465  PID         -  TR1465
 TR1465  STATE/COUNTY-  WA/ISLAND
 TR1465  USGS QUAD   -  CAMANO (1978)
 TR1465
 TR1465                         *CURRENT SURVEY CONTROL
 TR1465  ___________________________________________________________________
 TR1465* NAD 83(1991)-  48 08 08.50958(N)    122 36 06.37548(W)     ADJUSTED  
 TR1465* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1465  ___________________________________________________________________
 TR1465  LAPLACE CORR-          -8.30  (seconds)                    DEFLEC99
 TR1465  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 TR1465
 TR1465  HORZ ORDER  -  THIRD
 TR1465
 TR1465.The horizontal coordinates were established by classical geodetic methods
 TR1465.and adjusted by the National Geodetic Survey in December 1991..
 TR1465
 TR1465.The orthometric height was scaled from a topographic map.
 TR1465
 TR1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1465
 TR1465.The geoid height was determined by GEOID03.
 TR1465
 TR1465;                    North         East     Units Scale Factor Converg.
 TR1465;SPC WA N     -   127,781.681   368,395.348   MT  0.99994230   -1 18 59.9
 TR1465;SPC WA N     -   419,230.40  1,208,643.74   sFT  0.99994230   -1 18 59.9
 TR1465;UTM  10      - 5,331,459.253   529,628.084   MT  0.99961079   +0 17 47.7
 TR1465
 TR1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1465!SPC WA N     -   1.00000290  x   0.99994230  =   0.99994520
 TR1465!UTM  10      -   1.00000290  x   0.99961079  =   0.99961369
 TR1465
 TR1465|---------------------------------------------------------------------|
 TR1465| PID    Reference Object                     Distance      Geod. Az  |
 TR1465|                                                           dddmmss.s |
 TR1465| CF7652 CABIN RM 1                           18.382 METERS 16308     |
 TR1465| TR1474 COCK USE 1942                       APPROX. 4.4 KM 1830810.0 |
 TR1465| CF7653 CABIN RM 2                            2.300 METERS 24429     |
 TR1465| TR1467 SHIELDS DATUM                       168.794 METERS 25310     |
 TR1465|---------------------------------------------------------------------|
 TR1465
 TR1465                          SUPERSEDED SURVEY CONTROL
 TR1465
 TR1465  NAD 83(1986)-  48 08 08.50966(N)    122 36 06.37973(W) AD(       ) 3
 TR1465  NAD 27      -  48 08 09.16800(N)    122 36 01.80000(W) AD(       ) 3
 TR1465
 TR1465.Superseded values are not recommended for survey control.
 TR1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1465.See file dsdata.txt to determine how the superseded data were derived.
 TR1465
 TR1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2962831459(NAD 83)
 TR1465
 TR1465  HISTORY     - Date     Condition        Report By
 TR1465  HISTORY     - 1920     MONUMENTED       USE
 TR1465  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1465  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR1465  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1465
 TR1465                          STATION DESCRIPTION
 TR1465
 TR1465'DESCRIBED BY US ENGINEERS 1920
 TR1465'STATION IS LOCATED ON WHIDBEY ISLAND, 4 MILES SE OF FORT CASEY AND
 TR1465'1/2 MILE N OF SHIELDS SPRING MILITARY RESERVATION.  IT IS ON A
 TR1465'SMALL KNOLL 30 FEET FROM HIGH-WATER MARK AND 100 FEET N OF A SMALL
 TR1465'CABIN.  IT IS OPPOSITE SHIELDS DATUM, A PILE DOLPHIN.
 TR1465'
 TR1465'STATION IS MARKED WITH STANDARD CONCRETE MONUMENT AND SIGNAL.
 TR1465'
 TR1465'ELEVATION 44.06 FEET MEAN LOW WATER.
 TR1465
 TR1465                          STATION RECOVERY (1941)
 TR1465
 TR1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LDG)
 TR1465'STATION IS A 5- BY 5-INCH CONCRETE MONUMENT SET NEARLY FLUSH WITH
 TR1465'THE GROUND WITH A 3/8-INCH DIAMETER BRASS PLUG IN THE CENTER WITH
 TR1465'CROSS MARKS ON IT.  A GALVANIZED-IRON BOLT IS SET WITH A 5/8-INCH
 TR1465'SQUARE HEAD FLUSH ON THE TOP OF THE MONUMENT AND 1-1/2 INCHES NE
 TR1465'OF THE BRASS PLUG.  U.S.E.D. IS STAMPED IN THE CONCRETE ON THE S
 TR1465'SIDE OF THE MONUMENT.
 TR1465'
 TR1465'STATION IS ON A KNOLL, ABOUT 40 FEET ABOVE MEAN HIGH WATER, 13
 TR1465'FEET E OF THE EDGE OF THE BLUFF, AND 63-1/2 FEET N OF A 30-INCH
 TR1465'DIAMETER FIR TREE WITH A TRIANGLE, 12 INCHES ON A SIDE, BLAZED ON
 TR1465'THE SEA SIDE (W) AND ABOUT 5 FEET ABOVE THE GROUND.  IT IS ABOUT
 TR1465'340 FEET N OF A CONCRETE CABIN, 12 BY 18 FEET, WITH CONCRETE ROOF
 TR1465'BUILT ON THE HIGH-WATER LINE.  A DIRT SWITCH-BACK ROAD LEADS
 TR1465'FROM THE CABIN TO THE TOP OF THE BLUFF.  OPPOSITE (E) SHIELDS
 TR1465'DATUM (U.S.E.) (A DOLPHIN WITH WHITE WOODEN TARGET WITH BLACK
 TR1465'HORIZONTAL STRIPE).  ABOUT 1/2 MILE N OF SHIELDS SPRING MILITARY
 TR1465'RESERVATION.  AND ABOUT 3-1/4 MILES SE OF ADMIRALTY
 TR1465'HEAD.
 TR1465'
 TR1465'NO REFERENCE MARKS AT THIS STATION.  NAIL IN FIR TREE REFERRED TO
 TR1465'IN U.S.E. DESCRIPTION COULD NOT BE FOUND.
 TR1465
 TR1465                          STATION RECOVERY (1942)
 TR1465
 TR1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CP)
 TR1465'ON THE W SHORE OF WHIDBEY ISLAND, IN ADMIRALTY BAY, ABOUT 3.5 MILES
 TR1465'N OF LAGOON POINT, ABOUT 340 FEET N OF A CONCRETE CABIN BUILT ON
 TR1465'THE HIGH-WATER LINE, ON A KNOLL ABOUT 40 FEET HIGH, AND 13 FEET E
 TR1465'OF THE EDGE OF THE BLUFF.  IT IS MARKED WITH A 5-INCH SQUARE
 TR1465'CONCRETE POST, FLUSH WITH SURFACE, WITH A 3/8-INCH BRASS PLUG
 TR1465'WITH CROSS IN CENTER.  A GALVANIZED-IRON BOLT ALSO SET OFF CENTER
 TR1465'IN TOP OF POST.  A DOLPHIN WITH WHITE BOARD NAILED VERTICALLY TO
 TR1465'IT LIES JUST OFFSHORE FROM STATION.  BRASS PLUG WITH CROSS MARKS
 TR1465'STATION.
 TR1465
 TR1465                          STATION RECOVERY (1960)
 TR1465
 TR1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1465'THE STATION WAS SEARCHED FOR THOROUGHLY BUT IT WAS NOT FOUND.  THE
 TR1465'AREA SHOWS EVIDENCE OF RECENT SLIDES AND IT IS BELIEVED THAT THE
 TR1465'STATION AND REFERENCE MARK 2 HAVE SLID OVER THE BLUFF.  A PORTION
 TR1465'OF A CONCRETE MONUMENT WHICH MIGHT HAVE BEEN REFERENCE MARK 1 WAS
 TR1465'FOUND WITH THE TOP BROKEN OFF.  A THIRTY INCH FIR WITH A
 TR1465'TRIANGULAR BLAZE WAS FOUND IN THE AREA BUT THERE IS NO MENTION OF
 TR1465'IT IN THE 1942 RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1651 ***********************************************************************
 SY1651  DESIGNATION -  CABIN 2
 SY1651  PID         -  SY1651
 SY1651  STATE/COUNTY-  WA/MASON
 SY1651  USGS QUAD   -  LILLIWAUP (1985)
 SY1651
 SY1651                         *CURRENT SURVEY CONTROL
 SY1651  ___________________________________________________________________
 SY1651* NAD 83(1991)-  47 28 22.30328(N)    123 05 21.44906(W)     ADJUSTED  
 SY1651* NAVD 88     -         4.1    (meters)      13.     (feet)  VERTCON   
 SY1651  ___________________________________________________________________
 SY1651  LAPLACE CORR-         -14.05  (seconds)                    DEFLEC99
 SY1651  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 SY1651
 SY1651  HORZ ORDER  -  THIRD
 SY1651
 SY1651.The horizontal coordinates were established by classical geodetic methods
 SY1651.and adjusted by the National Geodetic Survey in December 1991..
 SY1651
 SY1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1651
 SY1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1651
 SY1651.The geoid height was determined by GEOID03.
 SY1651
 SY1651;                    North         East     Units Scale Factor Converg.
 SY1651;SPC WA S     -   241,026.408   304,841.278   MT  1.00003493   -1 52 51.1
 SY1651;SPC WA S     -   790,767.47  1,000,133.43   sFT  1.00003493   -1 52 51.1
 SY1651;SPC WA N     -    55,066.380   329,963.978   MT  1.00000517   -1 40 46.6
 SY1651;SPC WA N     -   180,663.62  1,082,556.82   sFT  1.00000517   -1 40 46.6
 SY1651;UTM  10      - 5,257,717.594   493,271.694   MT  0.99960056   -0 03 56.9
 SY1651
 SY1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1651!SPC WA S     -   1.00000271  x   1.00003493  =   1.00003764
 SY1651!SPC WA N     -   1.00000271  x   1.00000517  =   1.00000788
 SY1651!UTM  10      -   1.00000271  x   0.99960056  =   0.99960327
 SY1651
 SY1651:                Primary Azimuth Mark                     Grid Az
 SY1651:SPC WA S     -  CABIN 2 AZ MK                            030 21 22.9
 SY1651:SPC WA N     -  CABIN 2 AZ MK                            030 09 18.4
 SY1651:UTM  10      -  CABIN 2 AZ MK                            028 32 28.7
 SY1651
 SY1651|---------------------------------------------------------------------|
 SY1651| PID    Reference Object                     Distance      Geod. Az  |
 SY1651|                                                           dddmmss.s |
 SY1651| DD9482 CABIN 2 AZ MK                                      0282831.8 |
 SY1651| DD9483 CABIN 2 RM 1                         21.570 METERS 03137     |
 SY1651| SY1645 FLAGPOLE                            APPROX. 2.8 KM 1441347.5 |
 SY1651| DD9486 CABIN 2 WM 2                         21.620 METERS 22722     |
 SY1651| DD9484 CABIN 2 RM 2                         24.842 METERS 29752     |
 SY1651| DD9485 CABIN 2 WM 1                         10.880 METERS 34303     |
 SY1651|---------------------------------------------------------------------|
 SY1651
 SY1651                          SUPERSEDED SURVEY CONTROL
 SY1651
 SY1651  NAD 83(1986)-  47 28 22.30017(N)    123 05 21.45643(W) AD(       ) 3
 SY1651  NAD 27      -  47 28 22.96600(N)    123 05 16.88900(W) AD(       ) 3
 SY1651  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 SY1651
 SY1651.Superseded values are not recommended for survey control.
 SY1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1651.See file dsdata.txt to determine how the superseded data were derived.
 SY1651
 SY1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9327257718(NAD 83)
 SY1651_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1651
 SY1651  HISTORY     - Date     Condition        Report By
 SY1651  HISTORY     - 1934     MONUMENTED       CGS
 SY1651  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY1651  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1651  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY1651  HISTORY     - 19960323 MARK NOT FOUND   USPSQD
 SY1651
 SY1651                          STATION DESCRIPTION
 SY1651
 SY1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY1651'LOCATED ON A ROUNDING POINT ABOUT 1 MILE (NAUTICAL) NORTH OF
 SY1651'LILLIWAUP BAY AND 0.9 MILE (NAUTICAL) SOUTH OF EAGLE CREEK ON
 SY1651'THE WEST SIDE OF HOODS CANAL, ABOUT 8 FT. INSIDE THE HIGH WATER
 SY1651'LINE AND 10 FT. OUTSIDE THE TREE LINE ON A SMALL GRASSY
 SY1651'KNOLL.  THERE IS A GREY HOUSE OWNED BY JOHN E. CARROLL ABOUT 75
 SY1651'METERS TO THE NORTH.
 SY1651'
 SY1651'UNDERGROUND MARK IS A STANDARD DISK SET IN A MASS OF CONCRETE
 SY1651'36 IN DEEP.
 SY1651'
 SY1651'SURFACE MARK IS A STANDARD DISK SET IN A 6 IN X 6 IN X 18 IN
 SY1651'BLOCK OF CONCRETE SURROUNDED BY A MASS OF CONCRETE 30 IN DEEP
 SY1651'AND 15 IN IN DIAMETER.
 SY1651'
 SY1651'REF. MARK 1 IS A STANDARD MARK SET IN A 6 IN X 6 IN X 18 IN
 SY1651'BLOCK OF CONCRETE TO THE NORTH OF THE CENTER AND 10 FT. INSIDE
 SY1651'THE HIGH WATER LINE.
 SY1651'
 SY1651'WITNESS MARK 1 IS A TRIANGULAR BLAZE IN A 10 IN FIR TREE TO THE
 SY1651'SOUTH.  W.M. 2 IS A TRIANGULAR BLAZE IN A 14 IN FIR TREE TO THE N.W.
 SY1651
 SY1651                          STATION RECOVERY (1955)
 SY1651
 SY1651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY1651'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED AND
 SY1651'IN GOOD CONDITION.  AN AZIMUTH MARK AND REFERENCE MARK 2 WERE
 SY1651'ESTABLISHED.
 SY1651'
 SY1651'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 101 AND LAKE CUSHMAN
 SY1651'ROAD IN HOODSPORT, GO NORTH ON U.S. HIGHWAY 101 FOR 4.5 MILES TO
 SY1651'THE BRIDGE OVER THE LILLIWAUP RIVER.  CONTINUE NORTH FOR 1.5 MILES
 SY1651'TO A PRIVATE ROAD ON THE RIGHT AT SIGN CARROLL DE BARD.  LEAVE
 SY1651'THE HIGHWAY AND KEEP STRAIGHT AHEAD ON THE PRIVATE ROAD FOR 0.05
 SY1651'MILE TO A TRACK ROAD RIGHT, EAST.  THIS IS ABOUT 30 YARDS BEFORE
 SY1651'REACHING MR. CARROLLS DRIVEWAY.  TURN RIGHT FOR 0.05 MILE DOWN
 SY1651'TO THE BEACH AND STATION.  NOTE--TO REACH THE AZIMUTH MARK FROM
 SY1651'THE PRIVATE ROAD AT SIGN, CONTINUE NORTH ON U.S. HIGHWAY 101
 SY1651'FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 SY1651'
 SY1651'ADDITIONAL INFORMATION FOR RECOVERY OF STATION AND REFERENCE
 SY1651'MARK 1--THE STATION MARK IS 134.2 FEET SOUTH-SOUTHWEST OF THE
 SY1651'SOUTHEAST CORNER OF THE ROCK WALL (AT FLAG POLE) AROUND THE YARD
 SY1651'OF MR. CARROLLS HOME AND 22 FEET WEST OF THE HIGH WATER
 SY1651'LINE.  REFERENCE MARK 1 IS 63.4 FEET SOUTH-SOUTHWEST OF THE
 SY1651'SOUTHEAST CORNER OF THE ROCK WALL.
 SY1651'
 SY1651'REFERENCE MARK 2 (NOTE 11B), STAMPED CABIN 2 NO 2 1934, IS A
 SY1651'STANDARD DISK SET IN A CONCRETE CYLINDER PROJECTING ABOUT 4
 SY1651'INCHES.  IT IS ABOUT 15 FEET NORTH OF THE CENTER OF THE TRACK
 SY1651'ROAD AND 5 FEET NORTHEAST OF A LARGE FIR TREE ON THE EAST EDGE
 SY1651'OF THE CLEARED AREA.
 SY1651'
 SY1651'THE AZIMUTH MARK (NOTE 16B), STAMPED CABIN 2 1934 1955, IS A
 SY1651'STANDARD DISK SET IN A CONCRETE CYLINDER PROJECTING ABOUT 4
 SY1651'INCHES.  IT IS JUST OFF THE ROAD SHOULDER, 25 FEET SOUTHEAST OF
 SY1651'THE CENTER LINE OF U.S. HIGHWAY 101.  82 FEET SOUTHWEST OF A 6
 SY1651'BY 6-INCH CONCRETE POST 3-1/2 FEET HIGH (LETTERED--PRIVATE
 SY1651'BEACH), 20 FEET NORTHWEST OF A LONE FIR TREE AND 3 FEET SOUTHWEST
 SY1651'OF A WITNESS POST.
 SY1651
 SY1651                          STATION RECOVERY (1967)
 SY1651
 SY1651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1651'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SY1651'CONDITION AS DESCRIBED IN 1955.  THE AZIMUTH MARK WAS SEARCHED
 SY1651'FOR AND IT WAS NOT FOUND.
 SY1651'
 SY1651'THE STATION IS 3.0 FEET SOUTH OF A STEEL WITNESS POST AND ON
 SY1651'THE PROPERTY OF VIRGINIA DE BARD.
 SY1651'
 SY1651'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 1 1934 SET IN THE
 SY1651'TOP OF A CONCRETE MONUMENT 2 INCHES BELOW THE SURFACE OF THE
 SY1651'GROUND, 27.1 FEET SOUTH OF THE EAST CORNER OF A BROWN HOUSE
 SY1651'(VIRGINIA DE BARD RESIDENCE) AND 20.2 FEET EAST-NORTHEAST OF THE
 SY1651'SOUTH CORNER OF THE CONCRETE SLAB OF THE PORCH OF THE HOUSE.
 SY1651
 SY1651                          STATION RECOVERY (1971)
 SY1651
 SY1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 SY1651'THE STATION WAS RECOVERED AS DESCRIBED BY H.J.S. IN 1967 AND
 SY1651'L.S.B. IN 1955.
 SY1651
 SY1651                          STATION RECOVERY (1996)
 SY1651
 SY1651'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1209 ***********************************************************************
 TR1209  DESIGNATION -  CABLE
 TR1209  PID         -  TR1209
 TR1209  STATE/COUNTY-  WA/ISLAND
 TR1209  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1209
 TR1209                         *CURRENT SURVEY CONTROL
 TR1209  ___________________________________________________________________
 TR1209* NAD 83(1991)-  48 23 40.76000(N)    122 35 07.64552(W)     ADJUSTED  
 TR1209* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1209  ___________________________________________________________________
 TR1209  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 TR1209  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 TR1209
 TR1209  HORZ ORDER  -  SECOND
 TR1209
 TR1209.The horizontal coordinates were established by classical geodetic methods
 TR1209.and adjusted by the National Geodetic Survey in December 1991..
 TR1209
 TR1209.The orthometric height was scaled from a topographic map.
 TR1209
 TR1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1209
 TR1209.The geoid height was determined by GEOID03.
 TR1209
 TR1209;                    North         East     Units Scale Factor Converg.
 TR1209;SPC WA N     -   156,539.913   370,264.697   MT  0.99995390   -1 18 16.2
 TR1209;SPC WA N     -   513,581.36  1,214,776.76   sFT  0.99995390   -1 18 16.2
 TR1209;UTM  10      - 5,360,249.071   530,686.420   MT  0.99961157   +0 18 35.9
 TR1209
 TR1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1209!SPC WA N     -   1.00000298  x   0.99995390  =   0.99995688
 TR1209!UTM  10      -   1.00000298  x   0.99961157  =   0.99961454
 TR1209
 TR1209:                Primary Azimuth Mark                     Grid Az
 TR1209:SPC WA N     -  HOPE ISLAND LIGHT                        075 40 56.5
 TR1209:UTM  10      -  HOPE ISLAND LIGHT                        074 04 04.4
 TR1209
 TR1209|---------------------------------------------------------------------|
 TR1209| PID    Reference Object                     Distance      Geod. Az  |
 TR1209|                                                           dddmmss.s |
 TR1209| TR1190 HOPE ISLAND LIGHT                   APPROX. 0.5 KM 0742240.3 |
 TR1209| TR1224 POINT RESET                         APPROX. 1.5 KM 3244141.6 |
 TR1209| CF7655 CABLE RM 1                           26.190 METERS 34220     |
 TR1209|---------------------------------------------------------------------|
 TR1209
 TR1209                          SUPERSEDED SURVEY CONTROL
 TR1209
 TR1209  NAD 83(1986)-  48 23 40.76297(N)    122 35 07.65029(W) AD(       ) 2
 TR1209  NAD 27      -  48 23 41.39700(N)    122 35 03.03300(W) AD(       ) 2
 TR1209
 TR1209.Superseded values are not recommended for survey control.
 TR1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1209.See file dsdata.txt to determine how the superseded data were derived.
 TR1209
 TR1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3068660249(NAD 83)
 TR1209_MARKER: Z = SEE DESCRIPTION
 TR1209_SETTING: 0 = UNSPECIFIED SETTING
 TR1209
 TR1209  HISTORY     - Date     Condition        Report By
 TR1209  HISTORY     - 1934     MONUMENTED       CGS
 TR1209  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1209  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR1209  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1209  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1209  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR1209
 TR1209                          STATION DESCRIPTION
 TR1209
 TR1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 TR1209'STATION IS LOCATED ON ALA SPIT ABOUT MIDWAY OF ITS LENGTH.  IT IS
 TR1209'JUST ABOVE HIGH-WATER LINE INSIDE OF THE DRIFTWOOD ON THE SOUTHERN
 TR1209'SHORE OF THE SPIT.
 TR1209'
 TR1209'STATION IS MARKED BY A STANDARD DISK SET IN BLOCK OF CONCRETE.
 TR1209'
 TR1209'REFERENCE MARK IS A STANDARD DISK SET IN IRON PIPE AND CEMENTED
 TR1209'CONICALLY-SHAPED FLUSH TO THE MARK.  REFERENCE MARK IS INSHORE
 TR1209'FROM THE STATION.
 TR1209
 TR1209                          STATION RECOVERY (1939)
 TR1209
 TR1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1209'STATION RECOVERED AS DESCRIBED.  ON WHIDBEY ISLAND, OPPOSITE
 TR1209'HOPE ISLAND, ON THE E SIDE OF ALA SPIT ABOUT MIDWAY IN ITS LENGTH,
 TR1209'ABOUT 13 METERS INSHORE FROM THE HIGH-WATER LINE, IN RANGE WITH
 TR1209'THE HOPE ISLAND LIGHT AND HYDROGRAPHIC STATION WEST HOPE, A
 TR1209'STANDARD DISK STAMPED CABLE 1934 SET IN A CONCRETE POST.
 TR1209'
 TR1209'REFERENCE MARK IS A STANDARD DISK SET IN AN IRON PIPE AND CEMENTED
 TR1209'WITH A CONICALLY-SHAPED MASS FLUSH WITH THE MARK, THE WHOLE
 TR1209'PROJECTING ABOUT 7 INCHES ABOVE SAND.
 TR1209
 TR1209                          STATION RECOVERY (1952)
 TR1209
 TR1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 TR1209'THIS STATION APPEARS TO BE LOST DUE TO THE FACT THAT PART OF A
 TR1209'CONCRETE MONUMENT WAS FOUND, ALTHOUGH NO MARK WAS RECOVERED TO
 TR1209'CONFIRM THIS.  THE MONUMENT WAS FOUND LYING APPROXIMATELY 50
 TR1209'FT. NW OF THE STATIONS LOCATION.
 TR1209'
 TR1209'REFERENCE MARK WAS RECOVERED AS DESCRIBED.  IT IS IN GOOD
 TR1209'CONDITION.
 TR1209
 TR1209                          STATION RECOVERY (1953)
 TR1209
 TR1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JAW)
 TR1209'THE STATION WAS SEARCHED FOR BUT COULD NOT BE RECOVERED.  TWO DAYS
 TR1209'WERE ALLOTTED IN TRYING TO RECOVER THE STATION, AND FROM ALL
 TR1209'EVIDENCE THE STATIONS LOCATION WOULD AT PRESENT BE UNDER HIGH
 TR1209'TIDEWATER.  THE REFERENCE MARK WAS RECOVERED BUT IS LOOSE AND
 TR1209'BADLY BATTERED FROM LOGS AND DRIFTWOOD WASHING OVER IT.
 TR1209
 TR1209                          STATION RECOVERY (1960)
 TR1209
 TR1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1209'THE STATION WAS NOT RECOVERED.
 TR1209'
 TR1209'A THOROUGH SEARCH FOR THIS STATION WAS MADE AND NO EVIDENCE OF
 TR1209'STATION MARK WAS FOUND.
 TR1209'
 TR1209'A PIPE WHICH COULD HAVE BEEN THE REFERENCE MARK WAS FOUND WITH
 TR1209'SMALL CHUNKS OF CONCRETE LYING AROUND IT.
 TR1209'
 TR1209'THE VICINITY OF THE STATION MARK IS COVERED WITH ABOUT 2 FEET OF
 TR1209'GRAVEL AND HUGE DRIFTWOOD LOGS.
 TR1209
 TR1209                          STATION RECOVERY (1973)
 TR1209
 TR1209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1209'THE STATION MARK AND REFERENCE MARK WERE NOT FOUND AFTER A THOROUGH
 TR1209'SEARCH OF THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1913 ***********************************************************************
 TR1913  DESIGNATION -  CABLE
 TR1913  PID         -  TR1913
 TR1913  STATE/COUNTY-  WA/SKAGIT
 TR1913  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1913
 TR1913                         *CURRENT SURVEY CONTROL
 TR1913  ___________________________________________________________________
 TR1913* NAD 83(1991)-  48 31 44.67419(N)    122 37 17.91942(W)     ADJUSTED  
 TR1913* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1913  ___________________________________________________________________
 TR1913  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 TR1913  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 TR1913
 TR1913  HORZ ORDER  -  THIRD
 TR1913
 TR1913.The horizontal coordinates were established by classical geodetic methods
 TR1913.and adjusted by the National Geodetic Survey in December 1991..
 TR1913
 TR1913.The orthometric height was scaled from a topographic map.
 TR1913
 TR1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1913
 TR1913.The geoid height was determined by GEOID03.
 TR1913
 TR1913;                    North         East     Units Scale Factor Converg.
 TR1913;SPC WA N     -   171,544.400   367,933.011   MT  0.99996799   -1 19 53.2
 TR1913;SPC WA N     -   562,808.59  1,207,126.89   sFT  0.99996799   -1 19 53.2
 TR1913;UTM  10      - 5,375,176.671   527,933.824   MT  0.99960959   +0 17 00.6
 TR1913
 TR1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1913!SPC WA N     -   1.00000310  x   0.99996799  =   0.99997109
 TR1913!UTM  10      -   1.00000310  x   0.99960959  =   0.99961269
 TR1913
 TR1913|---------------------------------------------------------------------|
 TR1913| PID    Reference Object                     Distance      Geod. Az  |
 TR1913|                                                           dddmmss.s |
 TR1913| CF7654 CABLE RM 2                           17.350 METERS 04512     |
 TR1913| TR1891 TIDE RESET                          APPROX. 1.8 KM 1193502.0 |
 TR1913| TR1902 DOLPHIN                             APPROX. 1.5 KM 1220852.1 |
 TR1913| TR1900 TALL TREE                           APPROX. 1.8 KM 1285353.6 |
 TR1913| TR1904 ANACORTES AMERICAN LMBR CO STK      APPROX. 1.5 KM 1295539.8 |
 TR1913| TR1895 ANACORTES WEATHER MAST              APPROX. 1.1 KM 1401116.8 |
 TR1913| TR1890 ANACORTES METHODIST CHURCH          APPROX. 1.7 KM 1501204.2 |
 TR1913| TR1905 ANACORTES MORRISON CO BRK STK       APPROX. 2.4 KM 1520759.4 |
 TR1913| TR1889 ANACORTES CITY HALL CUPOLA          APPROX. 1.3 KM 1565727.8 |
 TR1913| TR1899 ANACORTES MORRISON MILL CO TK       APPROX. 2.5 KM 1583843.3 |
 TR1913| TR1917 ANACORTES NW DOCK FLAGPOLE          APPROX. 1.0 KM 1585427.8 |
 TR1913| TR1918 ANACORTES ST MARYS CH SPIRE         APPROX. 1.4 KM 1625501.6 |
 TR1913| TR1912 ANACORTES EAST TURRET               APPROX. 1.5 KM 1812242.1 |
 TR1913| TR1925 ANACORTES APEX DOCK FLAGPOLE        APPROX. 1.1 KM 1824203.5 |
 TR1913| TR1948 ANACORTES NOR FISHERIES FLAG        APPROX. 1.8 KM 2091127.5 |
 TR1913| TR1939 W ANACORTES FERTILIZER PLANT CUPOLA APPROX. 2.7 KM 2212516.4 |
 TR1913| TR1943 SHIP HARBOR FLAGPOLE                APPROX. 4.7 KM 2354628.0 |
 TR1913| TR1933 CABLE 1927 RM 1                       6.780 METERS 34224     |
 TR1913|---------------------------------------------------------------------|
 TR1913
 TR1913                          SUPERSEDED SURVEY CONTROL
 TR1913
 TR1913  NAD 83(1986)-  48 31 44.67732(N)    122 37 17.92340(W) AD(       ) 3
 TR1913  NAD 27      -  48 31 45.30000(N)    122 37 13.30500(W) AD(       ) 3
 TR1913
 TR1913.Superseded values are not recommended for survey control.
 TR1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1913.See file dsdata.txt to determine how the superseded data were derived.
 TR1913
 TR1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2793475177(NAD 83)
 TR1913_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1913_SETTING: 80 = SET IN A BOULDER
 TR1913_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TR1913
 TR1913  HISTORY     - Date     Condition        Report By
 TR1913  HISTORY     - 1927     MONUMENTED       CGS
 TR1913  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR1913  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1913  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1913
 TR1913                          STATION DESCRIPTION
 TR1913
 TR1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1913'THE STATION IS MARKED WITH A STANDARD DISK, STAMPED CABLE 27,
 TR1913'CEMENTED ATOP A ROCK WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF
 TR1913'THE GRAVEL BEACH ON THE NORTH SHORE OF GUEMES CHANNEL, ABOUT 40
 TR1913'METERS EAST OF THE CABLE-CROSSING SIGN AND ABOUT 1/4 MILE EAST OF
 TR1913'THE FERRY SLIP.  IT IS ON HIGH WATER LINE OF THE BEACH.  NOTE 5.
 TR1913'
 TR1913'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED 27, CEMENTED
 TR1913'ATOP A BOULDER AT THE FOOT OF THE BLUFF NORTH-NORTHWEST FROM THE
 TR1913'STATION.  NOTE 12D.
 TR1913'
 TR1913'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED 27, SIMILARLY
 TR1913'MARKED AND PLACED NORTHEAST FROM THE STATION.  NOTE 12D.
 TR1913'
 TR1913'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 TR1913
 TR1913                          STATION RECOVERY (1940)
 TR1913
 TR1913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCB)
 TR1913'RECOVERED AS DESCRIBED.  ON SOUTH SIDE OF GUEMES ISLAND ON NORTH
 TR1913'SHORE OF GUEMES CHANNEL, ABOUT 300 METERS NORTHEAST OF FERRY SLIP,
 TR1913'ON HIGH WATER LINE OF GRAVEL BEACH, AND 7.0 METERS FROM EDGE OF
 TR1913'LOW BLUFF.  STATION IS MARKED BY A STANDARD DISK STAMPED CABLE 27,
 TR1913'CEMENTED IN DRILL HOLE IN BURIED BOULDER.  NOTE 5.
 TR1913'
 TR1913'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED NO. 1, 27,
 TR1913'CEMENTED IN DRILL HOLE IN BURIED BOULDER AT FOOT OF BLUFF
 TR1913'NORTH-NORTHWEST FROM STATION.  NOTE 12D.
 TR1913'
 TR1913'REFERENCE MARK NO. 2 IS STANDARD DISK, STAMPED NO.2, 27, CEMENTED
 TR1913'IN DRILL HOLE IN BURIED BOULDER NORTHEAST OF STATION.  NOTE 12D.
 TR1913
 TR1913                          STATION RECOVERY (1953)
 TR1913
 TR1913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1913'STATION COULD NOT BE FOUND AFTER A THOROUGH SEARCH OF THE AREA.  THE
 TR1913'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  A HOLE, DUG
 TR1913'ABOUT 2 FT. DEEP AT THE INTERSECTION OF THE RESPECTIVE DISTANCES
 TR1913'FROM THE REFERENCE MARKS, REVEALED NO TRACE OF THE STATION.  LOCAL
 TR1913'SOURCES STATED THAT A BULLDOZER HAD TAKEN THE LARGER ROCKS OFF
 TR1913'THE BEACH IN THE AREA INDICATED FOR THE STATION, AND IT IS
 TR1913'BELIEVED THAT THE MARK HAS BEEN DESTROYED.
 TR1913'
 TR1913'THE REFERENCE MARKS ARE LOCATED ON THE SE SIDE OF GUEMES ISLAND,
 TR1913'ABOUT 250 M. E OF THE GUEMES ISLAND FERRY SLIP.
 TR1913'
 TR1913'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED NO 1
 TR1913'27 AND SET IN A DRILL HOLE IN THE TOP OF A GRANITE BOULDER WHICH
 TR1913'PROJECTS 18 IN., AND 18 IN. S OF THE SE CORNER OF A FRAME DWELLING
 TR1913'WHICH IS THE MORE E ONE OF TWO WHICH ARE SET ON A BANK JUST ABOVE
 TR1913'THE MEAN HIGH-WATERLINE.
 TR1913'
 TR1913'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED NO 2
 TR1913'27 AND SET IN A DRILL HOLE FLUSH WITH THE SURFACE OF A GRANITE
 TR1913'BOULDER WHICH PROJECTS 3 IN., 15 FT. INSHORE FROM THE MEAN
 TR1913'HIGH-WATERLINE, AND 5 FT. OUT FROM THE BANK.
 TR1913
 TR1913                          STATION RECOVERY (1955)
 TR1913
 TR1913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1913'STATION MARK AND REFERENCE MARK 2 WERE NOT FOUND AFTER CONSIDERABLE
 TR1913'TIME WAS SPENT IN DIGGING IN LOOSE GRAVEL AND SAND.  IT WAS
 TR1913'LEARNED THAT A BULLDOZER HAD WORKED IN THE AREA OF THE STATION AND
 TR1913'NO DOUBT THE STATION MARK AND THE REFERENCE MARK 2 WERE EITHER
 TR1913'EXCAVATED OR CRUSHED AND DEEPLY BURIED.  A LOG DUMP WAS
 TR1913'MAINTAINED FOR SEVERAL SEASONS JUST E OF THIS STATION.
 TR1913'
 TR1913'REFERENCE MARK 1 CABLE 1927 WAS FOUND IN GOOD CONDITION.  IT IS ON
 TR1913'THE S SIDE OF GUEMES ISLAND, APPROXIMATELY 1/4 MI. E OF THE FERRY
 TR1913'SLIP, AND ABOUT 40 M. E OF THE CABLE CROSSING SIGN.  A STANDARD
 TR1913'DISK, STAMPED 27, CEMENTED ATOP A BOULDER AT THE FOOT OF THE BLUFF
 TR1913'AND AT THE W SIDE AND UNDER THE STAIRS LEADING TO THE BEACH AT
 TR1913'THE LAST HOUSE TO THE E FROM THE FERRY SLIP ON GUEMES ISLAND.
 TR1913'
 TR1913'A NEW STATION CABLE 2 AND ONE REFERENCE MARK CABLE 2 NO 3 1955
 TR1913'WERE ESTABLISHED 23 M. TO THE E OF REFERENCE MARK 1 CABLE 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1325 ***********************************************************************
 SC1325  DESIGNATION -  CABLE 1913
 SC1325  PID         -  SC1325
 SC1325  STATE/COUNTY-  WA/COWLITZ
 SC1325  USGS QUAD   -  KALAMA (1990)
 SC1325
 SC1325                         *CURRENT SURVEY CONTROL
 SC1325  ___________________________________________________________________
 SC1325* NAD 83(1991)-  46 02 19.34854(N)    122 52 31.88222(W)     ADJUSTED  
 SC1325* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC1325  ___________________________________________________________________
 SC1325  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 SC1325  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SC1325
 SC1325  HORZ ORDER  -  THIRD
 SC1325
 SC1325.The horizontal coordinates were established by classical geodetic methods
 SC1325.and adjusted by the National Geodetic Survey in December 1991..
 SC1325
 SC1325.The orthometric height was scaled from a topographic map.
 SC1325
 SC1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1325
 SC1325.The geoid height was determined by GEOID03.
 SC1325
 SC1325;                    North         East     Units Scale Factor Converg.
 SC1325;SPC WA S     -    81,171.084   316,147.718   MT  0.99995977   -1 43 32.1
 SC1325;SPC WA S     -   266,308.80  1,037,227.97   sFT  0.99995977   -1 43 32.1
 SC1325;SPC OR N     -   266,300.483 2,316,137.167   MT  1.00001007   -1 41 04.9
 SC1325;SPC OR N     -   873,689.25  7,598,875.22   iFT  1.00001007   -1 41 04.9
 SC1325;UTM  10      - 5,098,355.754   509,631.831   MT  0.99960114   +0 05 22.6
 SC1325
 SC1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1325!SPC WA S     -   1.00000325  x   0.99995977  =   0.99996302
 SC1325!SPC OR N     -   1.00000325  x   1.00001007  =   1.00001332
 SC1325!UTM  10      -   1.00000325  x   0.99960114  =   0.99960439
 SC1325
 SC1325                          SUPERSEDED SURVEY CONTROL
 SC1325
 SC1325  NAD 83(1991)-  46 02 19.34854(N)    122 52 31.88221(W) AD(       ) 3
 SC1325  NAD 83(1986)-  46 02 19.36446(N)    122 52 31.87743(W) AD(       ) 3
 SC1325  NAD 27      -  46 02 19.95346(N)    122 52 27.48833(W) AD(       ) 3
 SC1325
 SC1325.Superseded values are not recommended for survey control.
 SC1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1325.See file dsdata.txt to determine how the superseded data were derived.
 SC1325
 SC1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0963298356(NAD 83)
 SC1325
 SC1325  HISTORY     - Date     Condition        Report By
 SC1325  HISTORY     - 1913     MONUMENTED       CGS
 SC1325  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1325
 SC1325                          STATION DESCRIPTION
 SC1325
 SC1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1325'STATION IS LOST.  IT WAS FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1910 ***********************************************************************
 TR1910  DESIGNATION -  CABLE 2
 TR1910  PID         -  TR1910
 TR1910  STATE/COUNTY-  WA/SKAGIT
 TR1910  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1910
 TR1910                         *CURRENT SURVEY CONTROL
 TR1910  ___________________________________________________________________
 TR1910* NAD 83(1991)-  48 31 45.05753(N)    122 37 16.93331(W)     ADJUSTED  
 TR1910* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1910  ___________________________________________________________________
 TR1910  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 TR1910  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 TR1910
 TR1910  HORZ ORDER  -  SECOND
 TR1910
 TR1910.The horizontal coordinates were established by classical geodetic methods
 TR1910.and adjusted by the National Geodetic Survey in December 1991..
 TR1910
 TR1910.The orthometric height was scaled from a topographic map.
 TR1910
 TR1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1910
 TR1910.The geoid height was determined by GEOID03.
 TR1910
 TR1910;                    North         East     Units Scale Factor Converg.
 TR1910;SPC WA N     -   171,555.767   367,953.512   MT  0.99996801   -1 19 52.4
 TR1910;SPC WA N     -   562,845.88  1,207,194.15   sFT  0.99996801   -1 19 52.4
 TR1910;UTM  10      - 5,375,188.607   527,953.989   MT  0.99960960   +0 17 01.3
 TR1910
 TR1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1910!SPC WA N     -   1.00000310  x   0.99996801  =   0.99997111
 TR1910!UTM  10      -   1.00000310  x   0.99960960  =   0.99961270
 TR1910
 TR1910|---------------------------------------------------------------------|
 TR1910| PID    Reference Object                     Distance      Geod. Az  |
 TR1910|                                                           dddmmss.s |
 TR1910| CF7656 CABLE 2 RM 3                          3.840 METERS 01317     |
 TR1910| TR1914 OBRIEN RESET                        APPROX. 2.7 KM 0822628.1 |
 TR1910| TR1933 CABLE 1927 RM 1                      22.921 METERS 25626     |
 TR1910|---------------------------------------------------------------------|
 TR1910
 TR1910                          SUPERSEDED SURVEY CONTROL
 TR1910
 TR1910  NAD 83(1986)-  48 31 45.06072(N)    122 37 16.93711(W) AD(       ) 2
 TR1910  NAD 27      -  48 31 45.68100(N)    122 37 12.32100(W) AD(       ) 2
 TR1910
 TR1910.Superseded values are not recommended for survey control.
 TR1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1910.See file dsdata.txt to determine how the superseded data were derived.
 TR1910
 TR1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2795475189(NAD 83)
 TR1910_MARKER: DS = TRIANGULATION STATION DISK
 TR1910_SETTING: 80 = SET IN A BOULDER
 TR1910_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TR1910
 TR1910  HISTORY     - Date     Condition        Report By
 TR1910  HISTORY     - 1955     MONUMENTED       CGS
 TR1910  HISTORY     - 1962     GOOD             LOCENG
 TR1910  HISTORY     - 1964     GOOD             CGS
 TR1910  HISTORY     - 1966     GOOD             LOCENG
 TR1910  HISTORY     - 1983     GOOD             USPSQD
 TR1910
 TR1910                          STATION DESCRIPTION
 TR1910
 TR1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1910'STATION IS ON S SIDE OF GUEMES ISLAND, APPROXIMATELY 1/4 MILE
 TR1910'E OF GUEMES ISLAND FERRY SLIP, ABOUT 30 METERS WESTERLY ALONGSHORE
 TR1910'FROM OLD LOG DUMP, 23 METERS EASTERLY FROM LAST HOUSE TO EASTWARD
 TR1910'OF FERRY SLIP.  A STANDARD DISK STAMPED CABLE 2 1955 CEMENTED
 TR1910'ATOP OF A 4 FOOT HIGH BOULDER LOCATED AT HIGH WATER LINE.  AN
 TR1910'OBSERVING STAND WAS BUILT AROUND THIS BOULDER.
 TR1910'
 TR1910'R.M. NO. 1 CABLE 1927 WAS USED FOR R. M. NO. 1.  IT IS A
 TR1910'STANDARD DISK, STAMPED 27 CEMENTED ATOP OF A BOULDER AT THE
 TR1910'FOOT OF THE BLUFF AND AT WEST SIDE AND UNDER STAIRS LEADING TO
 TR1910'BEACH AT LAST HOUSE TO EASTWARD FROM FERRY SLIP ON GUEMES ISLAND.
 TR1910'
 TR1910'R.M. NO. 3 CABLE 2 1955 IS A STANDARD DISK, STAMPED CABLE 2 NO 3
 TR1910'1955, CEMENTED ATOP A BOULDER LYING TO NORTHEASTWARD OF STATION
 TR1910'AT STORM HIGH WATER LINE.  A DUGOUT IN BLUFF IS JUST EASTWARD OF
 TR1910'R.M. NO. 3 AND STATION.
 TR1910
 TR1910                          STATION RECOVERY (1962)
 TR1910
 TR1910'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 TR1910'STATION AND REFERENCE MARK NO. 3 RECOVERED IN GOOD CONDITION.
 TR1910'
 TR1910'FOUND REFERENCE MARK NO. 2 TO CABLE LYING ON BEACH 26 FT W OF
 TR1910'STATION CABLE 2 WITH ARROW POINTING SOUTHWESTERLY.
 TR1910
 TR1910                          STATION RECOVERY (1964)
 TR1910
 TR1910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 TR1910'THE STATION WAS RECOVERED.  IT IS 0.15 MILE EAST OF THE FERRY
 TR1910'SLIP ON GUEMES ISLAND.
 TR1910'
 TR1910'THE STATION MARK IS A USC AND GS TRAVERSE STATION DISK SET IN A
 TR1910'7 X 5 FOOT BOULDER 4 FEET HIGH.  IT IS 20 FEET SOUTH OF THE 10
 TR1910'FOOT HIGH BANK AND THE LARGEST BOULDER IN THE VICINITY.
 TR1910'
 TR1910'REFERENCE MARK NO. 1 IS A STANDARD DISK, WITH THE ARROW POINTING
 TR1910'SOUTHERLY, SET IN A BOULDER ABOUT 2 X 3 X 4 FEET.  THE BOULDER
 TR1910'IS LYING AGAINST THE BANK, WHITE IN COLOR AND HAS A CHUNK OF
 TR1910'CEMENT ATTACHED TO ITS SOUTH SIDE.
 TR1910'
 TR1910'REFERENCE MARK NO. 2 FOR STATION CABLE 1927 WAS FOUND 26 FEET
 TR1910'WEST OF CABLE 2.  IT IS A STANDARD DISK, WITH THE ARROW POINTING
 TR1910'SOUTHWEST, SET IN A SPECKLED BOULDER WHICH PROJECTS 1 FOOT ABOVE
 TR1910'THE SAND.  THE MARK IS 5 FEET SOUTH OF THE BANK AND 1-1/2 FEET
 TR1910'LOWER THAN THE STATION.  DISK IS STAMPED NO 2 1927.
 TR1910'
 TR1910'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN A 4 X 2 FOOT BROWN
 TR1910'BOULDER WHICH PROJECTS 1-1/2 FEET.  IT IS 10 FEET SOUTH OF THE
 TR1910'BANK AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 TR1910'
 TR1910'REACHED FROM THE FERRY SLIP BY GOING EAST ON THE BLACKTOP ROAD
 TR1910'FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 TR1910
 TR1910                          STATION RECOVERY (1966)
 TR1910
 TR1910'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (HPR)
 TR1910'STATION WAS SEARCHED FOR AND FOUND UNDISTURBED AS DESCRIBED IN
 TR1910'1955.  RM 3 WAS FOUND UNDISTURBED.
 TR1910
 TR1910                          STATION RECOVERY (1983)
 TR1910
 TR1910'RECOVERY NOTE BY US POWER SQUADRON 1983 (KH)
 TR1910'CABLE 2 1955 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1359 ***********************************************************************
 SC1359  DESIGNATION -  CABLE 2 1937
 SC1359  PID         -  SC1359
 SC1359  STATE/COUNTY-  WA/COWLITZ
 SC1359  USGS QUAD   -  KALAMA (1990)
 SC1359
 SC1359                         *CURRENT SURVEY CONTROL
 SC1359  ___________________________________________________________________
 SC1359* NAD 83(1991)-  46 02 19.29567(N)    122 52 26.70935(W)     ADJUSTED  
 SC1359* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC1359  ___________________________________________________________________
 SC1359  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 SC1359  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SC1359
 SC1359  HORZ ORDER  -  THIRD
 SC1359
 SC1359.The horizontal coordinates were established by classical geodetic methods
 SC1359.and adjusted by the National Geodetic Survey in December 1991..
 SC1359
 SC1359.The orthometric height was scaled from a topographic map.
 SC1359
 SC1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1359
 SC1359.The geoid height was determined by GEOID03.
 SC1359
 SC1359;                    North         East     Units Scale Factor Converg.
 SC1359;SPC WA S     -    81,166.105   316,258.844   MT  0.99995977   -1 43 28.3
 SC1359;SPC WA S     -   266,292.46  1,037,592.56   sFT  0.99995977   -1 43 28.3
 SC1359;SPC OR N     -   266,295.582 2,316,248.302   MT  1.00001007   -1 41 01.2
 SC1359;SPC OR N     -   873,673.17  7,599,239.84   iFT  1.00001007   -1 41 01.2
 SC1359;UTM  10      - 5,098,354.297   509,743.019   MT  0.99960117   +0 05 26.3
 SC1359
 SC1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1359!SPC WA S     -   1.00000309  x   0.99995977  =   0.99996286
 SC1359!SPC OR N     -   1.00000309  x   1.00001007  =   1.00001316
 SC1359!UTM  10      -   1.00000309  x   0.99960117  =   0.99960426
 SC1359
 SC1359:                Primary Azimuth Mark                     Grid Az
 SC1359:SPC WA S     -  GOBLE POINT 2                            184 38 23.7
 SC1359:SPC OR N     -  GOBLE POINT 2                            184 35 56.6
 SC1359:UTM  10      -  GOBLE POINT 2                            182 49 29.1
 SC1359
 SC1359|---------------------------------------------------------------------|
 SC1359| PID    Reference Object                     Distance      Geod. Az  |
 SC1359|                                                           dddmmss.s |
 SC1359| SC1326 GOBLE POINT 2                       APPROX. 2.4 KM 1825455.4 |
 SC1359|---------------------------------------------------------------------|
 SC1359
 SC1359                          SUPERSEDED SURVEY CONTROL
 SC1359
 SC1359  NAD 83(1991)-  46 02 19.29567(N)    122 52 26.70935(W) AD(       ) 3
 SC1359  NAD 83(1986)-  46 02 19.31140(N)    122 52 26.70445(W) AD(       ) 3
 SC1359  NAD 27      -  46 02 19.90032(N)    122 52 22.31527(W) AD(       ) 3
 SC1359
 SC1359.Superseded values are not recommended for survey control.
 SC1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1359.See file dsdata.txt to determine how the superseded data were derived.
 SC1359
 SC1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0974398354(NAD 83)
 SC1359_MARKER: Z = SEE DESCRIPTION
 SC1359_SETTING: 0 = UNSPECIFIED SETTING
 SC1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1359
 SC1359  HISTORY     - Date     Condition        Report By
 SC1359  HISTORY     - 1937     MONUMENTED       CGS
 SC1359  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1359
 SC1359                          STATION DESCRIPTION
 SC1359
 SC1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1359'ABOUT 2.4 MILES N OF KALAMA, ABOUT 200 METERS S OF THE MOST
 SC1359'WESTERLY POINT OF THE WASHINGTON BANK IN THIS VICINITY, IMMEDIATELY
 SC1359'E OF THE CENTER OF A GROUP OF CABLE CROSSING SIGNS AND ABOUT 4
 SC1359'METERS E OF THE RIVER BANK.
 SC1359'
 SC1359'STATION MARK IS A STANDARD DISK STAMPED CABLE 2 1937 CEMENTED
 SC1359'INTO A 5-FOOT LENGTH OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING
 SC1359'ABOUT 3 INCHES ABOVE THE GROUND.
 SC1359
 SC1359                          STATION RECOVERY (1949)
 SC1359
 SC1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1359'A 30-MINUTE SEARCH FAILED TO REVEAL THE STATION.  THERE ARE
 SC1359'EVIDENCES OF HEAVY EROSION ALONG THE RIVERBANK.  IT IS BELIEVED
 SC1359'THAT THE STATION HAS BEEN WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4207 ***********************************************************************
 SY4207  DESIGNATION -  CABLE HOUSE EAST GABLE
 SY4207  PID         -  SY4207
 SY4207  STATE/COUNTY-  WA/KING
 SY4207  USGS QUAD   -  POVERTY BAY (1994)
 SY4207
 SY4207                         *CURRENT SURVEY CONTROL
 SY4207  ___________________________________________________________________
 SY4207* NAD 83(1991)-  47 36 10.68881(N)    122 17 02.47880(W)     ADJUSTED  
 SY4207* NAVD 88     -                                                        
 SY4207  ___________________________________________________________________
 SY4207  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 SY4207  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SY4207
 SY4207  HORZ ORDER  -  THIRD
 SY4207
 SY4207.The horizontal coordinates were established by classical geodetic methods
 SY4207.and adjusted by the National Geodetic Survey in December 1991..
 SY4207
 SY4207
 SY4207.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4207
 SY4207.The geoid height was determined by GEOID03.
 SY4207
 SY4207;                    North         East     Units Scale Factor Converg.
 SY4207;SPC WA N     -    68,067.438   390,922.216   MT  0.99998238   -1 04 48.2
 SY4207;SPC WA N     -   223,317.92  1,282,550.64   sFT  0.99998238   -1 04 48.2
 SY4207;UTM  10      - 5,272,421.750   553,817.123   MT  0.99963559   +0 31 43.5
 SY4207
 SY4207                          SUPERSEDED SURVEY CONTROL
 SY4207
 SY4207  NAD 83(1986)-  47 36 10.68281(N)    122 17 02.48484(W) AD(       ) 4
 SY4207  NAD 27      -  47 36 11.32500(N)    122 16 58.03600(W) AD(       ) 3
 SY4207
 SY4207.Superseded values are not recommended for survey control.
 SY4207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4207.See file dsdata.txt to determine how the superseded data were derived.
 SY4207
 SY4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5381772422(NAD 83)
 SY4207
 SY4207  HISTORY     - Date     Condition        Report By
 SY4207  HISTORY     - 1919     MONUMENTED       CGS
 SY4207  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY4207
 SY4207                          STATION DESCRIPTION
 SY4207
 SY4207'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY4207'STATION IS LARGE CABLE HOUSE OF YESLER WAY CABLE CARS, LESCHI
 SY4207'PARK.
 SY4207
 SY4207                          STATION RECOVERY (1943)
 SY4207
 SY4207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4207'CABLE-DRAWN TRAM CARS ON YESLER WAY DISCONTINUED.  POWER HOUSE
 SY4207'REMOVED.
 SY4207'
 SY4207'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1380 ***********************************************************************
 SC1380  DESIGNATION -  CABLE LANDING N SIDE SIGN POST
 SC1380  PID         -  SC1380
 SC1380  STATE/COUNTY-  WA/COWLITZ
 SC1380  USGS QUAD   -  KALAMA (1990)
 SC1380
 SC1380                         *CURRENT SURVEY CONTROL
 SC1380  ___________________________________________________________________
 SC1380* NAD 83(1991)-  46 02 19.47656(N)    122 52 27.18764(W)     ADJUSTED  
 SC1380* NAVD 88     -                                                        
 SC1380  ___________________________________________________________________
 SC1380  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 SC1380  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SC1380
 SC1380  HORZ ORDER  -  THIRD
 SC1380
 SC1380.The horizontal coordinates were established by classical geodetic methods
 SC1380.and adjusted by the National Geodetic Survey in December 1991..
 SC1380
 SC1380
 SC1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1380
 SC1380.The geoid height was determined by GEOID03.
 SC1380
 SC1380;                    North         East     Units Scale Factor Converg.
 SC1380;SPC WA S     -    81,171.996   316,248.733   MT  0.99995976   -1 43 28.6
 SC1380;SPC WA S     -   266,311.79  1,037,559.38   sFT  0.99995976   -1 43 28.6
 SC1380;SPC OR N     -   266,301.467 2,316,238.186   MT  1.00001008   -1 41 01.5
 SC1380;SPC OR N     -   873,692.48  7,599,206.65   iFT  1.00001008   -1 41 01.5
 SC1380;UTM  10      - 5,098,359.864   509,732.730   MT  0.99960116   +0 05 25.9
 SC1380
 SC1380                          SUPERSEDED SURVEY CONTROL
 SC1380
 SC1380  NAD 83(1991)-  46 02 19.47656(N)    122 52 27.18764(W) AD(       ) 4
 SC1380  NAD 83(1986)-  46 02 19.49241(N)    122 52 27.18279(W) AD(       ) 4
 SC1380  NAD 27      -  46 02 20.08131(N)    122 52 22.79296(W) AD(       ) 3
 SC1380
 SC1380.Superseded values are not recommended for survey control.
 SC1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1380.See file dsdata.txt to determine how the superseded data were derived.
 SC1380
 SC1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0973398360(NAD 83)
 SC1380
 SC1380  HISTORY     - Date     Condition        Report By
 SC1380  HISTORY     - UNK      MONUMENTED
 SC1380  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1380
 SC1380                          STATION DESCRIPTION
 SC1380
 SC1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1380'STATION IS LOST.  THIS SIGNPOST IS NO LONGER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0389 ***********************************************************************
 TR0389  DESIGNATION -  CABLE RM
 TR0389  PID         -  TR0389
 TR0389  STATE/COUNTY-  WA/ISLAND
 TR0389  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0389
 TR0389                         *CURRENT SURVEY CONTROL
 TR0389  ___________________________________________________________________
 TR0389* NAD 83(1986)-  48 23 40.     (N)    122 35 08.     (W)     SCALED    
 TR0389* NAVD 88     -         3.382  (meters)      11.10   (feet)  ADJUSTED  
 TR0389  ___________________________________________________________________
 TR0389  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 TR0389  DYNAMIC HT  -           3.383 (meters)      11.10  (feet)  COMP
 TR0389  MODELED GRAV-     980,859.8   (mgal)                       NAVD 88
 TR0389
 TR0389  VERT ORDER  -  FIRST     CLASS II
 TR0389
 TR0389.The horizontal coordinates were scaled from a topographic map and have
 TR0389.an estimated accuracy of +/- 6 seconds.
 TR0389
 TR0389.The orthometric height was determined by differential leveling
 TR0389.and adjusted by the National Geodetic Survey in June 1991..
 TR0389
 TR0389.The geoid height was determined by GEOID03.
 TR0389
 TR0389.The dynamic height is computed by dividing the NAVD 88
 TR0389.geopotential number by the normal gravity value computed on the
 TR0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0389.degrees latitude (g = 980.6199 gals.).
 TR0389
 TR0389.The modeled gravity was interpolated from observed gravity values.
 TR0389
 TR0389;                    North         East    Units  Estimated Accuracy
 TR0389;SPC WA N     -   156,520.      370,260.      MT  (+/- 180 meters Scaled)
 TR0389
 TR0389                          SUPERSEDED SURVEY CONTROL
 TR0389
 TR0389  NGVD 29 (??/??/92)    2.232  (m)            7.32   (f) ADJ UNCH    1 2
 TR0389
 TR0389.Superseded values are not recommended for survey control.
 TR0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0389.See file dsdata.txt to determine how the superseded data were derived.
 TR0389
 TR0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU306602(NAD 83)
 TR0389_MARKER: DR = REFERENCE MARK DISK
 TR0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0389_STAMPING: CABLE 1934
 TR0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0389+STABILITY: SURFACE MOTION
 TR0389
 TR0389  HISTORY     - Date     Condition        Report By
 TR0389  HISTORY     - 1934     MONUMENTED       CGS
 TR0389  HISTORY     - 1952     GOOD             NGS
 TR0389  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 TR0389
 TR0389                          STATION DESCRIPTION
 TR0389
 TR0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0389'5.8 MI E FROM DECEPTION PASS.
 TR0389'2.0 MILES SOUTH ALONG STATE HIGHWAY 1D FROM THE SOUTH END OF DECEPTION
 TR0389'PASS BRIDGE, THENCE 3.8 MILES EAST ALONG AN ASPHALT ROAD LEADING TO
 TR0389'ALA SPIT, IN THE APPROXIMATE CENTER OF THE SPIT, ABOUT 0.2 MILE SOUTH
 TR0389'OF THE NORTHERNMOST POINT, ABOUT 0.1 MILE NORTH OF TRIANGULATION
 TR0389'STATION ALA, ABOUT 100 YARDS NORTHEAST OF THE NORTH END OF A WAREHOUSE
 TR0389'AT ALA SPIT, 130 FEET EAST OF THE HIGH WATER LINE ON THE WEST SIDE OF
 TR0389'THE SPIT, 57 FEET WEST OF THE HIGH WATER LINE ON THE EAST SIDE OF THE
 TR0389'SPIT, ABOUT 2 FEET HIGHER THAN THE HIGH WATER LINE, AND SET IN THE TOP
 TR0389'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TR0389
 TR0389                          STATION RECOVERY (2005)
 TR0389
 TR0389'RECOVERY NOTE BY US POWER SQUADRON 2005 (MDR)
 TR0389'5/21/05 PROBABLY DESTROYED. THE NAD83(1986) SCALED COORDINATES GIVEN
 TR0389'IN THE DESCRIPTION WOULD PLACE THE MARKER AT OR BELOW THE MEAN WATER
 TR0389'LEVEL. (DIFFERENTIAL GPS WITH 8 SATELLITES IN VIEW) THE WAREHOUSE
 TR0389'INDICATED IS NO LONGER THERE AND THE SPIT SHOWS A GOOD DEAL OF
 TR0389'EROSION. THE CONCRETE POST IS GONE. THIS AREA IS NOW ALSO KNOWN AS BEN
 TR0389'URE SPIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1805 ***********************************************************************
 SC1805  DESIGNATION -  CABLE USE 1936
 SC1805  PID         -  SC1805
 SC1805  STATE/COUNTY-  WA/WAHKIAKUM
 SC1805  USGS QUAD   -  CATHLAMET (1985)
 SC1805
 SC1805                         *CURRENT SURVEY CONTROL
 SC1805  ___________________________________________________________________
 SC1805* NAD 83(1991)-  46 11 34.56786(N)    123 23 17.63656(W)     ADJUSTED  
 SC1805* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SC1805  ___________________________________________________________________
 SC1805  LAPLACE CORR-          10.75  (seconds)                    DEFLEC99
 SC1805  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SC1805
 SC1805  HORZ ORDER  -  THIRD
 SC1805
 SC1805.The horizontal coordinates were established by classical geodetic methods
 SC1805.and adjusted by the National Geodetic Survey in December 1991..
 SC1805
 SC1805.The orthometric height was scaled from a topographic map.
 SC1805
 SC1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1805
 SC1805.The geoid height was determined by GEOID03.
 SC1805
 SC1805;                    North         East     Units Scale Factor Converg.
 SC1805;SPC WA S     -    99,625.636   277,110.557   MT  0.99993789   -2 05 52.8
 SC1805;SPC WA S     -   326,855.11    909,153.55   sFT  0.99993789   -2 05 52.8
 SC1805;SPC OR N     -   284,725.713 2,277,082.163   MT  1.00005481   -2 02 53.9
 SC1805;SPC OR N     -   934,139.48  7,470,742.00   iFT  1.00005481   -2 02 53.9
 SC1805;UTM  10      - 5,115,557.560   470,042.935   MT  0.99961103   -0 16 48.6
 SC1805
 SC1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1805!SPC WA S     -   1.00000240  x   0.99993789  =   0.99994029
 SC1805!SPC OR N     -   1.00000240  x   1.00005481  =   1.00005721
 SC1805!UTM  10      -   1.00000240  x   0.99961103  =   0.99961343
 SC1805
 SC1805                          SUPERSEDED SURVEY CONTROL
 SC1805
 SC1805  NAD 83(1991)-  46 11 34.56786(N)    123 23 17.63656(W) AD(       ) 3
 SC1805  NAD 83(1986)-  46 11 34.58339(N)    123 23 17.62972(W) AD(       ) 3
 SC1805  NAD 27      -  46 11 35.18306(N)    123 23 13.17089(W) AD(       ) 3
 SC1805
 SC1805.Superseded values are not recommended for survey control.
 SC1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1805.See file dsdata.txt to determine how the superseded data were derived.
 SC1805
 SC1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7004315558(NAD 83)
 SC1805
 SC1805  HISTORY     - Date     Condition        Report By
 SC1805  HISTORY     - 1936     MONUMENTED       USE
 SC1805  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1805
 SC1805                          STATION DESCRIPTION
 SC1805
 SC1805'DESCRIBED BY US ENGINEERS 1936 (RWK)
 SC1805'STATION IS ON THE N SIDE OF PUGET ISLAND, DIRECTLY ACROSS FROM
 SC1805'CATHLAMET, NEAR A LARGE CABLE CROSSING SIGN.
 SC1805'
 SC1805'THE STATION IS MARKED BY A BRASS DISK, STAMPED U.S. ENGINEERS,
 SC1805'PORTLAND, ORE., CABLE, 1931.
 SC1805
 SC1805                          STATION RECOVERY (1949)
 SC1805
 SC1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1805'A 30-MINUTE SEARCH FAILED TO REVEAL ANY TRACE OF THE STATION.  THE
 SC1805'CABLE CROSSING SIGN NOTED BY R.W.K. IN 1936 IS STILL IN EXISTENCE,
 SC1805'HOWEVER, AS THE 1936 DESCRIPTION GAVE NO ADEQUATE TIES FROM THIS
 SC1805'POINT, NO GUESSES ARE HAZARDED AS TO WHETHER THE STATION IS STILL
 SC1805'IN PLACE OR NOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2203 ***********************************************************************
 TR2203  DESIGNATION -  CACTUS 1894
 TR2203  PID         -  TR2203
 TR2203  STATE/COUNTY-  WA/SAN JUAN
 TR2203  USGS QUAD   -  WALDRON ISLAND (1994)
 TR2203
 TR2203                         *CURRENT SURVEY CONTROL
 TR2203  ___________________________________________________________________
 TR2203* NAD 83(1991)-  48 38 52.92167(N)    123 07 31.12634(W)     ADJUSTED  
 TR2203* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 TR2203  ___________________________________________________________________
 TR2203  LAPLACE CORR-          -8.71  (seconds)                    DEFLEC99
 TR2203  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 TR2203
 TR2203  HORZ ORDER  -  THIRD
 TR2203
 TR2203.The horizontal coordinates were established by classical geodetic methods
 TR2203.and adjusted by the National Geodetic Survey in December 1991..
 TR2203
 TR2203.The orthometric height was scaled from a topographic map.
 TR2203
 TR2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2203
 TR2203.The geoid height was determined by GEOID03.
 TR2203
 TR2203;                    North         East     Units Scale Factor Converg.
 TR2203;SPC WA N     -   185,752.566   331,140.720   MT  0.99998508   -1 42 23.1
 TR2203;SPC WA N     -   609,423.21  1,086,417.51   sFT  0.99998508   -1 42 23.1
 TR2203;UTM  10      - 5,388,338.146   490,769.892   MT  0.99960105   -0 05 38.6
 TR2203
 TR2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2203!SPC WA N     -   1.00000236  x   0.99998508  =   0.99998744
 TR2203!UTM  10      -   1.00000236  x   0.99960105  =   0.99960341
 TR2203
 TR2203                          SUPERSEDED SURVEY CONTROL
 TR2203
 TR2203  NAD 83(1986)-  48 38 52.92233(N)    123 07 31.12594(W) AD(       ) 3
 TR2203  NAD 27      -  48 38 53.56300(N)    123 07 26.44300(W) AD(       ) 3
 TR2203
 TR2203.Superseded values are not recommended for survey control.
 TR2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2203.See file dsdata.txt to determine how the superseded data were derived.
 TR2203
 TR2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9077088338(NAD 83)
 TR2203_MARKER: H = DRILL HOLE
 TR2203_SETTING: 66 = SET IN ROCK OUTCROP
 TR2203_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TR2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2203
 TR2203  HISTORY     - Date     Condition        Report By
 TR2203  HISTORY     - 1894     MONUMENTED       CGS
 TR2203  HISTORY     - 1942     GOOD             CGS
 TR2203  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2203  HISTORY     - 1988     GOOD             USPSQD
 TR2203
 TR2203                          STATION DESCRIPTION
 TR2203
 TR2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2203'STATION IS ON THE MOST EASTERLY POINT OF THE CACTUS ISLANDS.  AT
 TR2203'HIGH TIDE THIS POINT IS ITSELF AN ISLAND, BARE EXCEPT FOR A FEW
 TR2203'TUFTS OF GRASS.  IT IS 10 OR 15 FEET ABOVE TIDES.
 TR2203'
 TR2203'UPPER STRUCTURE OF THE ISLET IS CONGLOMERATE WITH SANDSTONE
 TR2203'BENEATH AT WATER LEVEL.
 TR2203'
 TR2203'STATION IS ON THE HIGHEST KNOB OF THIS ISLET AND MARKED BY A
 TR2203'5/8-INCH HOLE, 2 INCHES DEEP IN SOLID ROCK.
 TR2203
 TR2203                          STATION RECOVERY (1942)
 TR2203
 TR2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2203'RECOVERED AS DESCRIBED EXCEPT THAT THE MARK IS 1.4 METERS FROM THE
 TR2203'HIGHEST POINT.
 TR2203'
 TR2203'STATION IS AT THE MOST EASTERLY POINT OF CACTUS ISLAND ABOUT 15
 TR2203'FEET ABOVE HIGH WATER.  AT HIGH TIDE THIS POINT IS ITSELF AN
 TR2203'ISLAND.  THIS ISLAND IS BARE, EXCEPT FOR A FEW TUFTS OF GRASS AND
 TR2203'THE STRATUM IS CONGLOMERATE WITH SANDSTONE BENEATH AT WATER LEVEL.
 TR2203'THE STATION IS 1.428 METERS SW OF THE HIGHEST POINT AND THE SAME
 TR2203'DISTANCE AND DIRECTION FROM CACTUS 2 1942.  THE STATION IS MARKED
 TR2203'BY A 5/8-INCH DRILL HOLE, 2 INCHES DEEP.
 TR2203
 TR2203                          STATION RECOVERY (1950)
 TR2203
 TR2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2203'THE STATION WAS RECOVERED IN GOOD CONDITION AND WAS RE-MARKED WITH A
 TR2203'BRONZE STATION DISK.
 TR2203'
 TR2203'ON THE MOST E POINT OF CACTUS ISLAND, ABOUT 600 METERS NE OF THE NE
 TR2203'SHORE OF SPIEDEN ISLAND, ON A ROCKY ISLET WHICH IS CONNECTED TO THE
 TR2203'MAINLAND OF CACTUS ISLAND ONLY AT VERY LOW TIDES, AND 1.428 METERS
 TR2203'SW OF CACTUS 2 1942.  STATION MARK IS STAMPED CACTUS 1894 1950
 TR2203'CEMENTED IN A DRILL HOLE IN CONGLOMERATE BEDROCK.
 TR2203
 TR2203                          STATION RECOVERY (1988)
 TR2203
 TR2203'RECOVERY NOTE BY US POWER SQUADRON 1988 (SG)
 TR2203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2204 ***********************************************************************
 TR2204  DESIGNATION -  CACTUS 2
 TR2204  PID         -  TR2204
 TR2204  STATE/COUNTY-  WA/SAN JUAN
 TR2204  USGS QUAD   -  WALDRON ISLAND (1994)
 TR2204
 TR2204                         *CURRENT SURVEY CONTROL
 TR2204  ___________________________________________________________________
 TR2204* NAD 83(1991)-  48 38 52.95611(N)    123 07 31.07982(W)     ADJUSTED  
 TR2204* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 TR2204  ___________________________________________________________________
 TR2204  LAPLACE CORR-          -8.71  (seconds)                    DEFLEC99
 TR2204  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 TR2204
 TR2204  HORZ ORDER  -  THIRD
 TR2204
 TR2204.The horizontal coordinates were established by classical geodetic methods
 TR2204.and adjusted by the National Geodetic Survey in December 1991..
 TR2204
 TR2204.The orthometric height was scaled from a topographic map.
 TR2204
 TR2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2204
 TR2204.The geoid height was determined by GEOID03.
 TR2204
 TR2204;                    North         East     Units Scale Factor Converg.
 TR2204;SPC WA N     -   185,753.601   331,141.703   MT  0.99998508   -1 42 23.1
 TR2204;SPC WA N     -   609,426.61  1,086,420.74   sFT  0.99998508   -1 42 23.1
 TR2204;UTM  10      - 5,388,339.208   490,770.846   MT  0.99960105   -0 05 38.6
 TR2204
 TR2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2204!SPC WA N     -   1.00000236  x   0.99998508  =   0.99998744
 TR2204!UTM  10      -   1.00000236  x   0.99960105  =   0.99960341
 TR2204
 TR2204|---------------------------------------------------------------------|
 TR2204| PID    Reference Object                     Distance      Geod. Az  |
 TR2204|                                                           dddmmss.s |
 TR2204| CF7657 CACTUS 2 RM 1                         7.896 METERS 12708     |
 TR2204| TR2187 SPIEDEN RESET                       APPROX. 2.0 KM 1420742.1 |
 TR2204| CF7658 CACTUS 2 RM 2                        12.874 METERS 20836     |
 TR2204| TR2203 CACTUS 1894                           1.428 METERS 22150     |
 TR2204|---------------------------------------------------------------------|
 TR2204
 TR2204                          SUPERSEDED SURVEY CONTROL
 TR2204
 TR2204  NAD 83(1986)-  48 38 52.95657(N)    123 07 31.07971(W) AD(       ) 3
 TR2204  NAD 27      -  48 38 53.59800(N)    123 07 26.39600(W) AD(       ) 3
 TR2204
 TR2204.Superseded values are not recommended for survey control.
 TR2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2204.See file dsdata.txt to determine how the superseded data were derived.
 TR2204
 TR2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9077188339(NAD 83)
 TR2204_MARKER: DS = TRIANGULATION STATION DISK
 TR2204_SETTING: 66 = SET IN ROCK OUTCROP
 TR2204_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TR2204
 TR2204  HISTORY     - Date     Condition        Report By
 TR2204  HISTORY     - 1942     MONUMENTED       CGS
 TR2204  HISTORY     - 1950     GOOD             CGS
 TR2204  HISTORY     - 1954     GOOD             CGS
 TR2204  HISTORY     - 1988     GOOD             USPSQD
 TR2204
 TR2204                          STATION DESCRIPTION
 TR2204
 TR2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2204'STATION IS AT THE MOST EASTERLY POINT OF CACTUS ISLAND, ABOUT 15
 TR2204'FEET ABOVE HIGH WATER.  THIS POINT IS ITSELF AN ISLAND AT HIGH
 TR2204'TIDE.  THE STATION IS ON THE HIGHEST POINT OF THIS ISLAND WHICH IS
 TR2204'BARE EXCEPT FOR A LITTLE GRASS.
 TR2204'
 TR2204'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE IN
 TR2204'DEPRESSIONS IN OUTCROPPING BEDROCK.
 TR2204
 TR2204                          STATION RECOVERY (1950)
 TR2204
 TR2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2204'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2204'CONDITION.
 TR2204'
 TR2204'ON THE MOST E POINT OF CACTUS ISLAND, ABOUT 600 METERS NE OF THE NE
 TR2204'SHORE OF SPIEDEN ISLAND, ON THE HIGHEST POINT OF A ROCKY ISLET
 TR2204'WHICH IS CONNECTED TO THE MAINLAND OF CACTUS ISLAND ONLY AT VERY LOW
 TR2204'TIDES.  STATION MARKS IS A BRONZE STATION DISK STAMPED CACTUS WITH
 TR2204'THE DATE NOT LEGIBLE, CEMENTED IN A DRILL HOLE FLUSH WITH THE
 TR2204'SURFACE.
 TR2204'
 TR2204'R.M. 1 IS E OF THE STATION, ON THE EDGE OF AN 8-FOOT ROCK BANK.  IT
 TR2204'IS A BRONZE REFERENCE DISK STAMPED CACTUS NO 1 1942 CEMENTED IN A
 TR2204'DRILL HOLE FLUSH WITH THE SURFACE.
 TR2204'
 TR2204'R.M. 2 IS S OF THE STATION.  IT IS A BRONZE REFERENCE DISK STAMPED
 TR2204'CACTUS NO 2 1942 CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE.
 TR2204'
 TR2204'THE DISTANCES TO THE REFERENCE MARKS AND CACTUS 1894 WERE VERIFIED.
 TR2204'
 TR2204'ALL DISKS ARE STAMPED CACTUS INSTEAD OF CACTUS 2.
 TR2204
 TR2204                          STATION RECOVERY (1954)
 TR2204
 TR2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2204'STATION CACTUS 2, TWO REFERENCE MARKS, AND STATION CACTUS 1894-1942
 TR2204'WERE ALL RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 TR2204'IS ADEQUATE.  INASMUCH AS THE STATION WAS NOT USED FOR TRIANGULATION,
 TR2204'NO DISTANCES OR DIRECTIONS TO THE REFERENCE MARKS WERE OBTAINED.
 TR2204
 TR2204                          STATION RECOVERY (1988)
 TR2204
 TR2204'RECOVERY NOTE BY US POWER SQUADRON 1988 (SG)
 TR2204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2459 ***********************************************************************
 SA2459  DESIGNATION -  CAIRN
 SA2459  PID         -  SA2459
 SA2459  STATE/COUNTY-  WA/WHITMAN
 SA2459  USGS QUAD   -  PALOUSE FALLS (1981)
 SA2459
 SA2459                         *CURRENT SURVEY CONTROL
 SA2459  ___________________________________________________________________
 SA2459* NAD 83(1991)-  46 44 22.43936(N)    118 09 41.09842(W)     ADJUSTED  
 SA2459* NAVD 88     -       439.7    (meters)    1443.     (feet)  VERTCON   
 SA2459  ___________________________________________________________________
 SA2459  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 SA2459  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 SA2459
 SA2459  HORZ ORDER  -  THIRD
 SA2459
 SA2459.The horizontal coordinates were established by classical geodetic methods
 SA2459.and adjusted by the National Geodetic Survey in December 1991..
 SA2459
 SA2459.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2459
 SA2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2459
 SA2459.The geoid height was determined by GEOID03.
 SA2459
 SA2459;                    North         East     Units Scale Factor Converg.
 SA2459;SPC WA S     -   158,952.379   678,684.935   MT  0.99991822   +1 41 55.5
 SA2459;SPC WA S     -   521,496.26  2,226,652.16   sFT  0.99991822   +1 41 55.5
 SA2459;UTM  11      - 5,176,878.661   411,274.894   MT  0.99969676   -0 50 45.1
 SA2459
 SA2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2459!SPC WA S     -   0.99993427  x   0.99991822  =   0.99985249
 SA2459!UTM  11      -   0.99993427  x   0.99969676  =   0.99963105
 SA2459
 SA2459|---------------------------------------------------------------------|
 SA2459| PID    Reference Object                     Distance      Geod. Az  |
 SA2459|                                                           dddmmss.s |
 SA2459| CS5058 CAIRN RM 2                           19.669 METERS 14030     |
 SA2459| SA2460 GRASS                               APPROX.12.8 KM 2161712.6 |
 SA2459| CS5057 CAIRN RM 1                           16.779 METERS 22321     |
 SA2459|---------------------------------------------------------------------|
 SA2459
 SA2459                          SUPERSEDED SURVEY CONTROL
 SA2459
 SA2459  NAD 83(1986)-  46 44 22.44821(N)    118 09 41.09185(W) AD(       ) 3
 SA2459  NGVD 29 (12/17/90)  438.7    (m)         1439.     (f) VERT ANG       
 SA2459
 SA2459.Superseded values are not recommended for survey control.
 SA2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2459.See file dsdata.txt to determine how the superseded data were derived.
 SA2459
 SA2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM1127576879(NAD 83)
 SA2459_MARKER: DS = TRIANGULATION STATION DISK
 SA2459_SETTING: 66 = SET IN ROCK OUTCROP
 SA2459_SP_SET: SET IN ROCK OUTCROP
 SA2459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA2459+STABILITY: POSITION/ELEVATION WELL
 SA2459
 SA2459  HISTORY     - Date     Condition        Report By
 SA2459  HISTORY     - 1947     MONUMENTED       USGS
 SA2459
 SA2459                          STATION DESCRIPTION
 SA2459
 SA2459'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 SA2459'LOCATED ABOUT 1 MI S. OF HOOPER.  ON ROCKY MESA, HIGHEST POINT IN
 SA2459'IMMEDIATE VICINITY, ABOUT 184 FT W. OF 8-FT CAIRN.
 SA2459'
 SA2459'TO REACH FROM HOOPER POST OFFICE, DRIVE 0.5 MI SW. ON STATE HWY.
 SA2459'11B TO WOODEN GATE ON LEFT.  GO THROUGH GATE AND DRIVE 0.75 MI UP
 SA2459'GRADE.  TURN SHARP RIGHT (W.) AND THEN S. CROSS-COUNTRY 0.35 MI TO
 SA2459'HIGHEST POINT AND STATION.
 SA2459'
 SA2459'STATION MARK--STANDARD TABLET STAMPED---CAIRN 1947---, CEMENTED IN
 SA2459'ROCK OUTCROP.
 SA2459'
 SA2459'RM 1--STANDARD RM TABLET STAMPED---CAIRN NO 1 1947---, CEMENTED IN
 SA2459'ROCK OUTCROP.
 SA2459'
 SA2459'RM 2--STANDARD RM TABLET STAMPED---CAIRN NO 2 1947---, CEMENTED IN
 SA2459'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2056 ***********************************************************************
 TR2056  DESIGNATION -  CAIRN 2
 TR2056  PID         -  TR2056
 TR2056  STATE/COUNTY-  WA/SAN JUAN
 TR2056  USGS QUAD   -  BLAKELY ISLAND (1994)
 TR2056
 TR2056                         *CURRENT SURVEY CONTROL
 TR2056  ___________________________________________________________________
 TR2056* NAD 83(1991)-  48 36 02.52305(N)    122 49 49.68540(W)     ADJUSTED  
 TR2056* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2056  ___________________________________________________________________
 TR2056  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 TR2056  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 TR2056
 TR2056  HORZ ORDER  -  SECOND
 TR2056
 TR2056.The horizontal coordinates were established by classical geodetic methods
 TR2056.and adjusted by the National Geodetic Survey in December 1991..
 TR2056
 TR2056.The orthometric height was scaled from a topographic map.
 TR2056
 TR2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2056
 TR2056.The geoid height was determined by GEOID03.
 TR2056
 TR2056;                    North         East     Units Scale Factor Converg.
 TR2056;SPC WA N     -   179,885.546   352,721.290   MT  0.99997776   -1 29 12.9
 TR2056;SPC WA N     -   590,174.50  1,157,219.77   sFT  0.99997776   -1 29 12.9
 TR2056;UTM  10      - 5,383,083.005   512,498.803   MT  0.99960192   +0 07 37.8
 TR2056
 TR2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2056!SPC WA N     -   1.00000306  x   0.99997776  =   0.99998082
 TR2056!UTM  10      -   1.00000306  x   0.99960192  =   0.99960497
 TR2056
 TR2056|---------------------------------------------------------------------|
 TR2056| PID    Reference Object                     Distance      Geod. Az  |
 TR2056|                                                           dddmmss.s |
 TR2056| CF7659 CAIRN 2 RM 1                          8.680 METERS 00952     |
 TR2056| CF7660 CAIRN 2 RM 2                          4.655 METERS 07033     |
 TR2056| TR2046 PEAVINE PASS LIGHT                  APPROX. 1.6 KM 1570624.6 |
 TR2056| TR2055 CORRALL 2                           APPROX. 3.2 KM 1803816.1 |
 TR2056| TR2061 SHAG ROCK BEACON                    APPROX. 3.4 KM 2524912.1 |
 TR2056| TR2059 OLGA CABLE CROSSING SIGN            APPROX. 2.2 KM 3360014.5 |
 TR2056|---------------------------------------------------------------------|
 TR2056
 TR2056                          SUPERSEDED SURVEY CONTROL
 TR2056
 TR2056  NAD 83(1986)-  48 36 02.52509(N)    122 49 49.68755(W) AD(       ) 2
 TR2056  NAD 27      -  48 36 03.15800(N)    122 49 45.05700(W) AD(       ) 2
 TR2056
 TR2056.Superseded values are not recommended for survey control.
 TR2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2056.See file dsdata.txt to determine how the superseded data were derived.
 TR2056
 TR2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1249983083(NAD 83)
 TR2056_MARKER: Z = SEE DESCRIPTION
 TR2056_SETTING: 0 = UNSPECIFIED SETTING
 TR2056
 TR2056  HISTORY     - Date     Condition        Report By
 TR2056  HISTORY     - 1940     MONUMENTED       CGS
 TR2056  HISTORY     - 1971     SEE DESCRIPTION  WADNR
 TR2056  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2056  HISTORY     - 1988     GOOD             USPSQD
 TR2056  HISTORY     - 20010331 GOOD             NGS
 TR2056
 TR2056                          STATION DESCRIPTION
 TR2056
 TR2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RLS)
 TR2056'STATION IS IN THE GENERAL VICINITY OF CAIRN, HOWEVER THE OLD
 TR2056'STATION WAS NOT RECOVERED.  IT IS ON THE SW CORNER OF ORCAS ISLAND
 TR2056'JUST N OF THE ENTRANCE OF OBSTRUCTION PASS INTO EAST SOUND, AND IS
 TR2056'ABOUT 1-1/2 MILES S OF THE VILLAGE OF OLGA, ABOUT 60 METERS N OF
 TR2056'THE POINT WHERE THE SHORE LINE BREAKS TO THE E FOR OBSTRUCTION
 TR2056'PASS, ABOUT 2 METERS E OF THE CLIFF LINE, ABOUT 30 FEET ABOVE
 TR2056'HIGH WATER.
 TR2056'
 TR2056'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 TR2056'OUTCROPPING BEDROCK, AND SURROUNDED BY A TRIANGLE CHISELED IN THE
 TR2056'ROCK.  IT IS STAMPED CAIRN 2 1939.
 TR2056'
 TR2056'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 TR2056'IN OUTCROPPING BEDROCK.
 TR2056'
 TR2056'REFERENCE MARK NO.1 IS N BY E OF THE STATION AND STAMPED CAIRN
 TR2056'NO.1 1939.
 TR2056'
 TR2056'REFERENCE MARK NO.2 IS E OF THE STATION AND STAMPED CAIRN NO.2
 TR2056'1939.
 TR2056
 TR2056                          STATION RECOVERY (1971)
 TR2056
 TR2056'RECOVERY NOTE BY WA DEPT OF NAT RES 1971 (RL)
 TR2056'CAIRN 2 1939 IN PLACE GOOD CONDITION.
 TR2056'
 TR2056'1 CAIRN 1939 IN PLACE GOOD CONDITION.
 TR2056'
 TR2056'2 CAIRN 1939 IN PLACE GOOD CONDITION.
 TR2056'
 TR2056'NO CHANGE - GOOD MARK.
 TR2056
 TR2056                          STATION RECOVERY (1973)
 TR2056
 TR2056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2056'STATION FOUND AS DESCRIBED, NEW ELEV ESTABLISHED.
 TR2056
 TR2056                          STATION RECOVERY (1988)
 TR2056
 TR2056'RECOVERY NOTE BY US POWER SQUADRON 1988 (MT)
 TR2056'RECOVERED IN GOOD CONDITION.
 TR2056
 TR2056                          STATION RECOVERY (2001)
 TR2056
 TR2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2056'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0452 ***********************************************************************
 TQ0452  DESIGNATION -  CAIRN NEAR OVAL PEAK
 TQ0452  PID         -  TQ0452
 TQ0452  STATE/COUNTY-  WA/OKANOGAN
 TQ0452  USGS QUAD   -  OVAL PEAK (1969)
 TQ0452
 TQ0452                         *CURRENT SURVEY CONTROL
 TQ0452  ___________________________________________________________________
 TQ0452* NAD 83(1991)-  48 17 13.79733(N)    120 25 30.08985(W)     ADJUSTED  
 TQ0452* NAVD 88     -                                                        
 TQ0452  ___________________________________________________________________
 TQ0452  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 TQ0452  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 TQ0452
 TQ0452  HORZ ORDER  -  THIRD
 TQ0452
 TQ0452.The horizontal coordinates were established by classical geodetic methods
 TQ0452.and adjusted by the National Geodetic Survey in December 1991..
 TQ0452
 TQ0452
 TQ0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0452
 TQ0452.The geoid height was determined by GEOID03.
 TQ0452
 TQ0452;                    North         East     Units Scale Factor Converg.
 TQ0452;SPC WA N     -   143,191.422   530,298.914   MT  0.99994661   +0 18 14.4
 TQ0452;SPC WA N     -   469,787.19  1,739,822.35   sFT  0.99994661   +0 18 14.4
 TQ0452;UTM  10      - 5,351,423.333   691,005.852   MT  1.00004828   +1 55 22.0
 TQ0452
 TQ0452                          SUPERSEDED SURVEY CONTROL
 TQ0452
 TQ0452  NAD 83(1986)-  48 17 13.79952(N)    120 25 30.08202(W) AD(       ) 4
 TQ0452  NAD 27      -  48 17 14.28600(N)    120 25 25.74700(W) AD(       ) 3
 TQ0452
 TQ0452.Superseded values are not recommended for survey control.
 TQ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0452.See file dsdata.txt to determine how the superseded data were derived.
 TQ0452
 TQ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU9100651423(NAD 83)
 TQ0452
 TQ0452  HISTORY     - Date     Condition        Report By
 TQ0452  HISTORY     - 1950     MONUMENTED       USGS
 TQ0452
 TQ0452                          STATION DESCRIPTION
 TQ0452
 TQ0452'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 TQ0452'SEE STATION OVAL PEAK USGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1640 ***********************************************************************
 RZ1640  DESIGNATION -  CAIRN NEAR STA PUFFER 1945
 RZ1640  PID         -  RZ1640
 RZ1640  STATE/COUNTY-  WA/ASOTIN
 RZ1640  USGS QUAD   -  FIELDS SPRING (1995)
 RZ1640
 RZ1640                         *CURRENT SURVEY CONTROL
 RZ1640  ___________________________________________________________________
 RZ1640* NAD 83(1991)-  46 03 39.64239(N)    117 10 27.29710(W)     ADJUSTED  
 RZ1640* NAVD 88     -      1302.     (meters)    4272.     (feet)  SCALED    
 RZ1640  ___________________________________________________________________
 RZ1640  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 RZ1640  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 RZ1640
 RZ1640  HORZ ORDER  -  THIRD
 RZ1640
 RZ1640.The horizontal coordinates were established by classical geodetic methods
 RZ1640.and adjusted by the National Geodetic Survey in December 1991..
 RZ1640
 RZ1640.The orthometric height was scaled from a topographic map.
 RZ1640
 RZ1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1640
 RZ1640.The geoid height was determined by GEOID03.
 RZ1640
 RZ1640;                    North         East     Units Scale Factor Converg.
 RZ1640;SPC WA S     -    86,305.556   757,252.803   MT  0.99995616   +2 24 56.9
 RZ1640;SPC WA S     -   283,154.14  2,484,420.24   sFT  0.99995616   +2 24 56.9
 RZ1640;SPC OR N     -   271,372.387 2,757,271.790   MT  1.00001609   +2 21 30.9
 RZ1640;SPC OR N     -   890,329.35  9,046,167.29   iFT  1.00001609   +2 21 30.9
 RZ1640;SPC ID W     -   489,207.772   689,802.035   MT  1.00008257   -1 01 32.4
 RZ1640;UTM  11      - 5,100,841.112   486,522.320   MT  0.99960223   -0 07 31.7
 RZ1640
 RZ1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1640!SPC WA S     -   0.99979864  x   0.99995616  =   0.99975481
 RZ1640!SPC OR N     -   0.99979864  x   1.00001609  =   0.99981473
 RZ1640!SPC ID W     -   0.99979864  x   1.00008257  =   0.99988119
 RZ1640!UTM  11      -   0.99979864  x   0.99960223  =   0.99940095
 RZ1640
 RZ1640                          SUPERSEDED SURVEY CONTROL
 RZ1640
 RZ1640  NAD 83(1991)-  46 03 39.64239(N)    117 10 27.29710(W) AD(       ) 4
 RZ1640  NAD 83(1986)-  46 03 39.64738(N)    117 10 27.29427(W) AD(       ) 4
 RZ1640  NAD 27      -  46 03 40.10032(N)    117 10 23.72649(W) AD(       ) 3
 RZ1640
 RZ1640.Superseded values are not recommended for survey control.
 RZ1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1640.See file dsdata.txt to determine how the superseded data were derived.
 RZ1640
 RZ1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM8652200841(NAD 83)
 RZ1640_MARKER: 72 = CAIRN
 RZ1640
 RZ1640  HISTORY     - Date     Condition        Report By
 RZ1640  HISTORY     - 1945     FIRST OBSERVED   CGS
 RZ1640
 RZ1640                          STATION DESCRIPTION
 RZ1640
 RZ1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RZ1640'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1312 ***********************************************************************
 SV1312  DESIGNATION -  CAIRN NEAR STA WELLS 1949
 SV1312  PID         -  SV1312
 SV1312  STATE/COUNTY-  WA/WHITMAN
 SV1312  USGS QUAD   -  SPRAGUE (1981)
 SV1312
 SV1312                         *CURRENT SURVEY CONTROL
 SV1312  ___________________________________________________________________
 SV1312* NAD 83(1991)-  47 15 11.36102(N)    117 55 41.86542(W)     ADJUSTED  
 SV1312* NAVD 88     -       621.     (meters)    2037.     (feet)  SCALED    
 SV1312  ___________________________________________________________________
 SV1312  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 SV1312  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 SV1312
 SV1312  HORZ ORDER  -  THIRD
 SV1312
 SV1312.The horizontal coordinates were established by classical geodetic methods
 SV1312.and adjusted by the National Geodetic Survey in December 1991..
 SV1312
 SV1312.The orthometric height was scaled from a topographic map.
 SV1312
 SV1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1312
 SV1312.The geoid height was determined by GEOID03.
 SV1312
 SV1312;                    North         East     Units Scale Factor Converg.
 SV1312;SPC WA S     -   216,569.362   694,629.875   MT  0.99998264   +1 52 05.1
 SV1312;SPC WA S     -   710,527.98  2,278,964.85   sFT  0.99998264   +1 52 05.1
 SV1312;SPC WA N     -    32,296.979   719,859.654   MT  1.00005518   +2 09 46.3
 SV1312;SPC WA N     -   105,961.01  2,361,739.55   sFT  1.00005518   +2 09 46.3
 SV1312;UTM  11      - 5,233,714.899   429,760.043   MT  0.99966063   -0 40 54.2
 SV1312
 SV1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1312!SPC WA S     -   0.99990566  x   0.99998264  =   0.99988830
 SV1312!SPC WA N     -   0.99990566  x   1.00005518  =   0.99996083
 SV1312!UTM  11      -   0.99990566  x   0.99966063  =   0.99956632
 SV1312
 SV1312                          SUPERSEDED SURVEY CONTROL
 SV1312
 SV1312  NAD 83(1986)-  47 15 11.37289(N)    117 55 41.85963(W) AD(       ) 4
 SV1312  NAD 27      -  47 15 11.80100(N)    117 55 38.04400(W) AD(       ) 3
 SV1312
 SV1312.Superseded values are not recommended for survey control.
 SV1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1312.See file dsdata.txt to determine how the superseded data were derived.
 SV1312
 SV1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN2976033715(NAD 83)
 SV1312
 SV1312  HISTORY     - Date     Condition        Report By
 SV1312  HISTORY     - 1949     MONUMENTED       CGS
 SV1312
 SV1312                          STATION DESCRIPTION
 SV1312
 SV1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SV1312'SEE STATION WELLS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1158 ***********************************************************************
 SW1158  DESIGNATION -  CAIRN NEAR STA YUAN 1950
 SW1158  PID         -  SW1158
 SW1158  STATE/COUNTY-  WA/LINCOLN
 SW1158  USGS QUAD   -  TELFORD (1969)
 SW1158
 SW1158                         *CURRENT SURVEY CONTROL
 SW1158  ___________________________________________________________________
 SW1158* NAD 83(1991)-  47 43 20.70807(N)    118 26 52.72346(W)     ADJUSTED  
 SW1158* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 SW1158  ___________________________________________________________________
 SW1158  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 SW1158  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 SW1158
 SW1158  HORZ ORDER  -  THIRD
 SW1158
 SW1158.The horizontal coordinates were established by classical geodetic methods
 SW1158.and adjusted by the National Geodetic Survey in December 1991..
 SW1158
 SW1158.The orthometric height was scaled from a topographic map.
 SW1158
 SW1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1158
 SW1158.The geoid height was determined by GEOID03.
 SW1158
 SW1158;                    North         East     Units Scale Factor Converg.
 SW1158;SPC WA N     -    83,093.064   678,925.978   MT  0.99996594   +1 46 33.4
 SW1158;SPC WA N     -   272,614.49  2,227,442.98   sFT  0.99996594   +1 46 33.4
 SW1158;UTM  11      - 5,286,464.330   391,410.236   MT  0.99974490   -1 04 17.2
 SW1158
 SW1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1158!SPC WA N     -   0.99988811  x   0.99996594  =   0.99985406
 SW1158!UTM  11      -   0.99988811  x   0.99974490  =   0.99963304
 SW1158
 SW1158                          SUPERSEDED SURVEY CONTROL
 SW1158
 SW1158  NAD 83(1986)-  47 43 20.71944(N)    118 26 52.71606(W) AD(       ) 4
 SW1158  NAD 27      -  47 43 21.16400(N)    118 26 48.75500(W) AD(       ) 3
 SW1158
 SW1158.Superseded values are not recommended for survey control.
 SW1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1158.See file dsdata.txt to determine how the superseded data were derived.
 SW1158
 SW1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN9141086464(NAD 83)
 SW1158
 SW1158  HISTORY     - Date     Condition        Report By
 SW1158  HISTORY     - 1950     MONUMENTED       CGS
 SW1158
 SW1158                          STATION DESCRIPTION
 SW1158
 SW1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SW1158'SEE STATION YUAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3638 ***********************************************************************
 SY3638  DESIGNATION -  CAL
 SY3638  PID         -  SY3638
 SY3638  STATE/COUNTY-  WA/KING
 SY3638  USGS QUAD   -  AUBURN (1994)
 SY3638
 SY3638                         *CURRENT SURVEY CONTROL
 SY3638  ___________________________________________________________________
 SY3638* NAD 83(1991)-  47 35 42.69223(N)    122 13 38.12114(W)     ADJUSTED  
 SY3638* NAVD 88     -         6.07   (+/-2cm)      19.9    (feet)  VERTCON   
 SY3638  ___________________________________________________________________
 SY3638  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 SY3638  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY3638
 SY3638  HORZ ORDER  -  THIRD
 SY3638  VERT ORDER  -  THIRD ? (See Below)
 SY3638
 SY3638.The horizontal coordinates were established by classical geodetic methods
 SY3638.and adjusted by the National Geodetic Survey in December 1991..
 SY3638
 SY3638.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3638.The vertical order pertains to the NGVD 29 superseded value.
 SY3638
 SY3638.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3638
 SY3638.The geoid height was determined by GEOID03.
 SY3638
 SY3638;                    North         East     Units Scale Factor Converg.
 SY3638;SPC WA N     -    67,124.062   395,174.336   MT  0.99998360   -1 02 16.1
 SY3638;SPC WA N     -   220,222.86  1,296,501.13   sFT  0.99998360   -1 02 16.1
 SY3638;UTM  10      - 5,271,598.395   558,092.576   MT  0.99964147   +0 34 14.2
 SY3638
 SY3638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3638!SPC WA N     -   1.00000275  x   0.99998360  =   0.99998635
 SY3638!UTM  10      -   1.00000275  x   0.99964147  =   0.99964422
 SY3638
 SY3638:                Primary Azimuth Mark                     Grid Az
 SY3638:SPC WA N     -  WHITE SILO                               019 59 39.4
 SY3638:UTM  10      -  WHITE SILO                               018 23 09.1
 SY3638
 SY3638|---------------------------------------------------------------------|
 SY3638| PID    Reference Object                     Distance      Geod. Az  |
 SY3638|                                                           dddmmss.s |
 SY3638| SY3670 WHITE SILO                          APPROX. 3.2 KM 0185723.3 |
 SY3638| SY3595 HEART 1962                          APPROX. 3.3 KM 0191908.3 |
 SY3638| CF7237 CAL RM 1                             15.363 METERS 16002     |
 SY3638| CF7238 CAL RM 2                             18.900 METERS 25331     |
 SY3638| SY4442 SEATTLE TV STATION KCTS TOWER       APPROX. 6.6 KM 2903043.2 |
 SY3638|---------------------------------------------------------------------|
 SY3638
 SY3638                          SUPERSEDED SURVEY CONTROL
 SY3638
 SY3638  NAD 83(1986)-  47 35 42.68673(N)    122 13 38.12648(W) AD(       ) 3
 SY3638  NAD 27      -  47 35 43.33000(N)    122 13 33.68400(W) AD(       ) 3
 SY3638  NGVD 29 (07/19/86)    4.98   (m)           16.3    (f) LEVELING    3  
 SY3638
 SY3638.Superseded values are not recommended for survey control.
 SY3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3638.See file dsdata.txt to determine how the superseded data were derived.
 SY3638
 SY3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5809371598(NAD 83)
 SY3638_MARKER: Z = SEE DESCRIPTION
 SY3638_SETTING: 0 = UNSPECIFIED SETTING
 SY3638
 SY3638  HISTORY     - Date     Condition        Report By
 SY3638  HISTORY     - 1919     MONUMENTED       CGS
 SY3638  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3638  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SY3638  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY3638  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY3638  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY3638  HISTORY     - 1970     SEE DESCRIPTION  LOCENG
 SY3638  HISTORY     - 20060226 MARK NOT FOUND   USPSQD
 SY3638
 SY3638                          STATION DESCRIPTION
 SY3638
 SY3638'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3638'THIS IS A MAIN SCHEME STATION MARKED BY A REGULATION DISK
 SY3638'SET IN THE TOP OF A CONCRETE MOLD AT AN ELEVATION OF ABOUT 2
 SY3638'FEET AND ABOUT 20 FEET FROM THE SHORE, ON A FLAT LAWN ABOUT
 SY3638'100 FEET W OF THE ROAD LEADING TO CALKINS PAROCHIAL SCHOOL, AT THE
 SY3638'NE POINT OF MERCER ISLAND.  NAME AND YEAR STAMPED THEREON.
 SY3638'
 SY3638'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE,
 SY3638'AS DESCRIBED IN NOTE 11B.
 SY3638
 SY3638                          STATION RECOVERY (1936)
 SY3638
 SY3638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY3638'STATION RECOVERED AS DESCRIBED.  IT IS LOCATED ON THE GROUNDS
 SY3638'OF A BOYS SCHOOL ON THE NE END OF MERCER ISLAND.  STATION IS
 SY3638'158.0 FEET W OF THE NW END OF AN OLD DOCK ON LAKESHORE AND
 SY3638'263.0 FEET E OF A VERY LARGE ROCK AT WATERS EDGE.
 SY3638'
 SY3638'REFERENCE MARK NO.1 IS 50.8 FEET SE OF STATION.  REFERENCE
 SY3638'MARK NO.2 IS 62.4 FEET W OF STATION.  ALL MARKERS ARE SET IN
 SY3638'CONCRETE LEVEL WITH GROUND.
 SY3638'
 SY3638'NOTE--THE BRONZE DISK IN STATION MONUMENT HAS BEEN TAKEN OUT
 SY3638'BUT THE HOLE WHERE MARKER WAS IS STILL THERE.
 SY3638'
 SY3638'OFFICE NOTE--DISTANCE TO R.M. 2 DOES NOT CHECK 1919
 SY3638'DISTANCE.  MEASUREMENTS SHOW THAT KING CO. DISK WAS LATER SET IN
 SY3638'THIS HOLE.
 SY3638
 SY3638                          STATION RECOVERY (1939)
 SY3638
 SY3638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 SY3638'STATION RECOVERED AS DESCRIBED EXCEPT THAT ORIGINAL MARKER
 SY3638'HAS BEEN DESTROYED.  STATION HAS BEEN RESET WITH A STANDARD
 SY3638'KING COUNTY MONUMENT.  4- BY 4-INCH PRECAST CONCRETE POST
 SY3638'WITH COPPER DISC BURIED IN GROUND AND PROJECTING 4 INCHES
 SY3638'ABOVE THE SURFACE.  DISK IS STAMPED CAL-1939.  LOCATED 82.36
 SY3638'FEET W OF A POWER POLE THAT DEAD ENDS AT THE EXTREME N END OF
 SY3638'EIGHTY-FOURTH AVENUE SE (THERE IS A SMALL DOCK AT THIS POINT).
 SY3638'S FROM WATERS EDGE AND N AND A LITTLE W OF A BOYS SCHOOL.
 SY3638'
 SY3638'REFERENCE MARK SET IN CONCRETE, FLUSH WITH GROUND, IN GOOD
 SY3638'CONDITION.
 SY3638
 SY3638                          STATION RECOVERY (1943)
 SY3638
 SY3638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY3638'STATION RECOVERED AS DESCRIBED.  IT IS 25.16 METERS NW OF
 SY3638'POWER-TRANSMISSION LINE POLE AND 48.90 METERS N OF A 6-INCH ASH
 SY3638'TREE.
 SY3638'
 SY3638'REFERENCE MARK 1 RECOVERED AS DESCRIBED.
 SY3638'
 SY3638'REFERENCE MARK 2 RECOVERED AS DESCRIBED, EXCEPT THAT DISTANCE
 SY3638'FROM STATION IS 19.02 METERS (62.4 FEET).
 SY3638
 SY3638                          STATION RECOVERY (1956)
 SY3638
 SY3638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSH)
 SY3638'ON THE GRASSY END AND PASTURE LAND OF CALKINS POINT (PROPERTY OF
 SY3638'THE LUTHER BURBANK SCHOOL FOR BOYS), AT N END OF EIGHTY-FOURTH
 SY3638'AVENUE (SE EXTENDED).  THE REFERENCE MARKS WERE RECOVERED,
 SY3638'STANDARD DISKS IN THE TOP OF A CONCRETE MOLD ABOUT 1-IN. BELOW
 SY3638'GROUND SURFACE.  THE STATION MARK WAS NOT RECOVERED AND MEASURING
 SY3638'OUT THE DISTANCES FROM REFERENCE MARKS (AS GIVEN IN THE ORIGINAL
 SY3638'DESCRIPTION) PLACES THE MARK OFFSHORE ABOUT 3 FT. FROM
 SY3638'WATERS EDGE OF THE LAKE.
 SY3638'
 SY3638'RECOVERY NOTE BY R.W.K. 1939 STATES THAT NEW STATION MARK,
 SY3638'A STANDARD KING COUNTY MONUMENT, WAS PLACED REMARKING THE
 SY3638'STATION.  HOWEVER, THIS MARK IS 62.4 FT. FROM REFERENCE MARK 2,
 SY3638'RATHER THAN AT 23.985 M. (78.7 FT.).  THE STATION CAL (KING COUNTY
 SY3638'SURVEYS) SHOULD NOT BE CONSIDERED TO MARK THE ORIGINAL LOCATION
 SY3638'OF CAL 1919 (C AND GS).
 SY3638
 SY3638                          STATION RECOVERY (1963)
 SY3638
 SY3638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3638'THIS STATION WAS REMARKED IN 1939, WITH THE INTENTION OF
 SY3638'REMARKING THE ORIGINAL 1919 STATION.  A DISCREPANCY LATER WAS
 SY3638'NOTED IN THE MEASUREMENT TO REFERENCE MARK NO. 2 WHICH MADE IT
 SY3638'DOUBTFUL THAT THE DISK SET IN 1939 MARKED THE ORIGINAL 1919
 SY3638'POINT.  TO HELP CLEAR UP THE DOUBT, THE ANGLES WERE OBSERVED TO
 SY3638'THE REFERENCE MARKS, WHICH HAVE BEEN CARRIED THE SAME IN ALL
 SY3638'RECOVERIES SINCE 1919, REFERENCE MARK NO. 1 MISSED THE ORIGINAL BY
 SY3638'7 MINUTES AND REFERENCE MARK NO. 2 MISSED BY 3 MINUTES.  THIS
 SY3638'WOULD INDICATE ABOUT 0.1 FOOT IN DISTANCE, AND ALSO
 SY3638'INDICATES THAT THE 23.985 METERS TO REFERENCE MARK NO. 2 NEVER
 SY3638'WAS A CORRECT MEASUREMENT.  (UNLESS R. M. 2 HAS BEEN
 SY3638'MOVED) ALSO, THE ANGLE FROM ST. JOSEPH TO HEART WAS OBSERVED
 SY3638'AND INVERSES COMPUTED TO THE TWO STATIONS FROM THE 1919 POSITION
 SY3638'OF CAL (WHICH IS THE ONLY POSITION AVAILABLE) AND THE
 SY3638'OBSERVED ANGLE WAS 3 SECONDS LARGER THAN THE COMPUTED ANGLE.
 SY3638'FROM THESE OBSERVATIONS, IT WOULD APPEAR THE 1919 POSITION SHOULD
 SY3638'BE SATISFACTORY FOR USE IN MOST WORK.  A COMPLETE NEW
 SY3638'DESCRIPTION FOLLOWS--
 SY3638'
 SY3638'THE STATION IS ON THE NORTHEAST POINT OF MERCER ISLAND, ON THE
 SY3638'PROPERTY OF THE LUTHER BURBANK SCHOOL FOR BOYS, AT THE END OF
 SY3638'84TH AVENUE SE, EXTENDED AND 235 FEET NORTH 14 DEGREES WEST
 SY3638'(TRUE) FROM THE NORTHWEST CORNER OF THE CARPENTER SHOP AT THE
 SY3638'BOYS SCHOOL (THE SHOP IS AT THE NORTH END OF 84TH AVE. SE).
 SY3638'
 SY3638'THE STATION MARK IS A KING COUNTY SURVEY DISK SET IN A 4-INCH
 SY3638'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 124 FEET NORTH
 SY3638'36 DEGREES WEST OF A TRIANGLE BLAZE ON A 10-INCH ALDER TREE, 13
 SY3638'FEET SOUTHEAST OF A 12-FOOT BUSH, 8 FEET SOUTH OF THE LAKE BANK
 SY3638'AND 5 FEET SOUTHEAST OF A 10-FOOT BUSH.  THE AREA IS A HAYFIELD
 SY3638'AND THE TWO BUSHES ARE THE ONLY ONES ALONG THE NORTH EDGE OF
 SY3638'THE FIELD.  A METAL WITNESS POST WAS SET 3 FEET NORTH OF
 SY3638'THE MARK.  DISK IS STAMPED CAL 1939.
 SY3638'
 SY3638'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE 2 INCHES
 SY3638'BELOW GROUND.  IT IS 184 FEET NORTH OF THE NORTHWEST CORNER OF THE
 SY3638'CARPENTER SHOP, 76-1/2 FEET NORTHWEST OF THE TRIANGLE BLAZE AND 5.7
 SY3638'FEET EAST OF THE LINE BETWEEN THE STATION MARK AND THE NORTHWEST
 SY3638'CORNER OF THE CARPENTER SHOP.  DISK IS NOT STAMPED.
 SY3638'
 SY3638'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE 1 INCH
 SY3638'BELOW GROUND.  IT IS 82.9 FEET WEST OF R.M. NO. 1, 56 FEET
 SY3638'SOUTH OF THE LAKE BANK AND 56 FEET SOUTHWEST OF THE 12-FOOT BUSH.
 SY3638
 SY3638                          STATION RECOVERY (1970)
 SY3638
 SY3638'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (GB)
 SY3638'CAL - 1939 FOUND ALL REFERENCE MARKS AND STATION IN EXCELLENT
 SY3638'CONDITION AS RECORDED IN RECOVERY NOTE 10907
 SY3638
 SY3638                          STATION RECOVERY (2006)
 SY3638
 SY3638'RECOVERY NOTE BY US POWER SQUADRON 2006 (MCV)
 SY3638'AREA HAS BEEN REVISED AS PART OF LUTHER BURBANK PARK.  PATHE AND
 SY3638'PICNIC TABLES NEW TO EREA. CARPENTER SHOP IS NOT VISIBLE, ONLY
 SY3638'STRUCTURE IN AREA IS RUINS OF MILK BARN.  NO SIGN OF REFERENCE OBJECTS
 SY3638'(EXCEPT TV TOWER) OR MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1340 ***********************************************************************
 TR1340  DESIGNATION -  CAL LAB INS 1 1969
 TR1340  PID         -  TR1340
 TR1340  STATE/COUNTY-  WA/ISLAND
 TR1340  USGS QUAD   -  OAK HARBOR (1973)
 TR1340
 TR1340                         *CURRENT SURVEY CONTROL
 TR1340  ___________________________________________________________________
 TR1340* NAD 83(1991)-  48 20 19.64991(N)    122 39 51.13612(W)     ADJUSTED  
 TR1340* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 TR1340  ___________________________________________________________________
 TR1340  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 TR1340  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TR1340
 TR1340  HORZ ORDER  -  SECOND
 TR1340
 TR1340.The horizontal coordinates were established by classical geodetic methods
 TR1340.and adjusted by the National Geodetic Survey in December 1991..
 TR1340
 TR1340.The orthometric height was scaled from a topographic map.
 TR1340
 TR1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1340
 TR1340.The geoid height was determined by GEOID03.
 TR1340
 TR1340;                    North         East     Units Scale Factor Converg.
 TR1340;SPC WA N     -   150,465.783   364,287.188   MT  0.99994967   -1 21 47.2
 TR1340;SPC WA N     -   493,653.16  1,195,165.55   sFT  0.99994967   -1 21 47.2
 TR1340;UTM  10      - 5,354,011.102   524,884.376   MT  0.99960761   +0 15 03.1
 TR1340
 TR1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1340!SPC WA N     -   1.00000157  x   0.99994967  =   0.99995124
 TR1340!UTM  10      -   1.00000157  x   0.99960761  =   0.99960918
 TR1340
 TR1340                          SUPERSEDED SURVEY CONTROL
 TR1340
 TR1340  NAD 83(1986)-  48 20 19.65185(N)    122 39 51.13998(W) AD(       ) 2
 TR1340  NAD 27      -  48 20 20.28768(N)    122 39 46.51297(W) AD(       ) 2
 TR1340
 TR1340.Superseded values are not recommended for survey control.
 TR1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1340.See file dsdata.txt to determine how the superseded data were derived.
 TR1340
 TR1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2488454011(NAD 83)
 TR1340
 TR1340  HISTORY     - Date     Condition        Report By
 TR1340  HISTORY     - 1969     MONUMENTED       CGS
 TR1340  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TR1340
 TR1340                          STATION DESCRIPTION
 TR1340
 TR1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 TR1340'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE POINT IS MARKED
 TR1340'WITH A BRONZE DISK STAMPED CAL LAB INS 1.  THERE IS A 1-INCH
 TR1340'DIAMETER CIRCLE IN THE CENTER OF THE DISK AND A PUNCH MARK WITHIN
 TR1340'THIS CIRCLE MARKS THE POINT.  THE MARK IS IN THE WEST BAY OF HANGER
 TR1340'6 ON THE WHIDBEY ISLAND NAVAL AIR STATION, 20.1 FEET SOUTHEAST OF
 TR1340'THE NORTHWEST DOOR AND 18.5 FEET SOUTHWEST OF THE NORTHEAST WALL.
 TR1340'
 TR1340'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES NORTH OF
 TR1340'OAK HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3804 ***********************************************************************
 SY3804  DESIGNATION -  CAL PT ATWELL
 SY3804  PID         -  SY3804
 SY3804  STATE/COUNTY-  WA/KING
 SY3804  USGS QUAD   -  
 SY3804
 SY3804                         *CURRENT SURVEY CONTROL
 SY3804  ___________________________________________________________________
 SY3804* NAD 83(1991)-  47 40 51.26797(N)    122 12 54.25373(W)     ADJUSTED  
 SY3804* NAVD 88     -                                                        
 SY3804  ___________________________________________________________________
 SY3804  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 SY3804  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SY3804
 SY3804  HORZ ORDER  -  THIRD
 SY3804
 SY3804.The horizontal coordinates were established by classical geodetic methods
 SY3804.and adjusted by the National Geodetic Survey in December 1991..
 SY3804
 SY3804
 SY3804.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3804
 SY3804.The geoid height was determined by GEOID03.
 SY3804
 SY3804;                    North         East     Units Scale Factor Converg.
 SY3804;SPC WA N     -    76,635.911   396,261.700   MT  0.99997117   -1 01 43.4
 SY3804;SPC WA N     -   251,429.65  1,300,068.59   sFT  0.99997117   -1 01 43.4
 SY3804;UTM  10      - 5,281,133.825   558,912.195   MT  0.99964265   +0 34 49.4
 SY3804
 SY3804                          SUPERSEDED SURVEY CONTROL
 SY3804
 SY3804  NAD 83(1986)-  47 40 51.26180(N)    122 12 54.25870(W) AD(       ) 4
 SY3804  NAD 27      -  47 40 51.90645(N)    122 12 49.81181(W) AD(       ) 3
 SY3804
 SY3804.Superseded values are not recommended for survey control.
 SY3804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3804.See file dsdata.txt to determine how the superseded data were derived.
 SY3804
 SY3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5891281134(NAD 83)
 SY3804
 SY3804  HISTORY     - Date     Condition        Report By
 SY3804  HISTORY     - 1974     FIRST OBSERVED   NGS
 SY3804  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 SY3804
 SY3804                          STATION DESCRIPTION
 SY3804
 SY3804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 SY3804'THIS POINT IS FOR USE AS A CALIBRATION POINT FOR HYDROGRAPHY.
 SY3804'THE STATION IS THE SOUTHWEST CORNER OF THE WHITE PIER AT LOT 308
 SY3804'SHORELINE DRIVE IN KIRKLAND, WASHINGTON.  THE END OF THE PIER IS
 SY3804'CARVED WITH THE NAME ANSTETT POP. 11.
 SY3804'
 SY3804'DISTANCE FROM KIRK 1945 129.28 FT.
 SY3804
 SY3804                          STATION RECOVERY (2001)
 SY3804
 SY3804'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 SY3804'MARK NOT FOUND.  EXTENSIVE REDEVELOPMENT HAS BEEN DONE ALONG
 SY3804'WATERFRONT.  THE PIER NO LONGER EXISTS.  FOUND A SURVEY MARKER KCLS AT
 SY3804'47.40.533 N 122.12.578 W.  THIS SITE IS APPROX 20 FEET FROM WATER EDGE
 SY3804'ON NW SIDE OF A PAVILLION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3806 ***********************************************************************
 SY3806  DESIGNATION -  CAL PT NSA
 SY3806  PID         -  SY3806
 SY3806  STATE/COUNTY-  WA/KING
 SY3806  USGS QUAD   -  
 SY3806
 SY3806                         *CURRENT SURVEY CONTROL
 SY3806  ___________________________________________________________________
 SY3806* NAD 83(1991)-  47 40 48.29587(N)    122 14 46.60443(W)     ADJUSTED  
 SY3806* NAVD 88     -                                                        
 SY3806  ___________________________________________________________________
 SY3806  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 SY3806  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY3806
 SY3806  HORZ ORDER  -  THIRD
 SY3806
 SY3806.The horizontal coordinates were established by classical geodetic methods
 SY3806.and adjusted by the National Geodetic Survey in December 1991..
 SY3806
 SY3806
 SY3806.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3806
 SY3806.The geoid height was determined by GEOID03.
 SY3806
 SY3806;                    North         East     Units Scale Factor Converg.
 SY3806;SPC WA N     -    76,586.682   393,917.196   MT  0.99997128   -1 03 07.1
 SY3806;SPC WA N     -   251,268.14  1,292,376.67   sFT  0.99997128   -1 03 07.1
 SY3806;UTM  10      - 5,281,018.815   556,570.772   MT  0.99963933   +0 33 26.3
 SY3806
 SY3806                          SUPERSEDED SURVEY CONTROL
 SY3806
 SY3806  NAD 83(1986)-  47 40 48.28879(N)    122 14 46.60925(W) AD(       ) 4
 SY3806  NAD 27      -  47 40 48.93538(N)    122 14 42.16191(W) AD(       ) 3
 SY3806
 SY3806.Superseded values are not recommended for survey control.
 SY3806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3806.See file dsdata.txt to determine how the superseded data were derived.
 SY3806
 SY3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5657181019(NAD 83)
 SY3806
 SY3806  HISTORY     - Date     Condition        Report By
 SY3806  HISTORY     - 1974     FIRST OBSERVED   NGS
 SY3806  HISTORY     - 20010520 MARK NOT FOUND   USPSQD
 SY3806
 SY3806                          STATION DESCRIPTION
 SY3806
 SY3806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 SY3806'THIS POINT IS FOR USE AS A CALIBRATION POINT FOR HYDROGRAPHY.
 SY3806'THE STATION IS ON THE NORTHEAST CORNER OF THE SWIMMING PIER AT
 SY3806'THE OFFICERS BEACH AT SAND POINT NAVAL SUPPORT ACTIVITY.  IT IS THE
 SY3806'OUTBOARD 2 BY 4 USED FOR SWIMMERS TO CLIMB UP ON THE PIER.
 SY3806
 SY3806                          STATION RECOVERY (2001)
 SY3806
 SY3806'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY3806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3805 ***********************************************************************
 SY3805  DESIGNATION -  CAL PT RICHARDS
 SY3805  PID         -  SY3805
 SY3805  STATE/COUNTY-  WA/KING
 SY3805  USGS QUAD   -  
 SY3805
 SY3805                         *CURRENT SURVEY CONTROL
 SY3805  ___________________________________________________________________
 SY3805* NAD 83(1991)-  47 41 55.26870(N)    122 14 12.13597(W)     ADJUSTED  
 SY3805* NAVD 88     -                                                        
 SY3805  ___________________________________________________________________
 SY3805  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 SY3805  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY3805
 SY3805  HORZ ORDER  -  THIRD
 SY3805
 SY3805.The horizontal coordinates were established by classical geodetic methods
 SY3805.and adjusted by the National Geodetic Survey in December 1991..
 SY3805
 SY3805
 SY3805.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3805
 SY3805.The geoid height was determined by GEOID03.
 SY3805
 SY3805;                    North         East     Units Scale Factor Converg.
 SY3805;SPC WA N     -    78,641.546   394,673.683   MT  0.99996887   -1 02 41.4
 SY3805;SPC WA N     -   258,009.81  1,294,858.57   sFT  0.99996887   -1 02 41.4
 SY3805;UTM  10      - 5,283,093.429   557,269.020   MT  0.99964030   +0 33 52.4
 SY3805
 SY3805                          SUPERSEDED SURVEY CONTROL
 SY3805
 SY3805  NAD 83(1986)-  47 41 55.26144(N)    122 14 12.14265(W) AD(       ) 4
 SY3805  NAD 27      -  47 41 55.90787(N)    122 14 07.68955(W) AD(       ) 3
 SY3805
 SY3805.Superseded values are not recommended for survey control.
 SY3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3805.See file dsdata.txt to determine how the superseded data were derived.
 SY3805
 SY3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5726983093(NAD 83)
 SY3805
 SY3805  HISTORY     - Date     Condition        Report By
 SY3805  HISTORY     - 1974     FIRST OBSERVED   NGS
 SY3805
 SY3805                          STATION DESCRIPTION
 SY3805
 SY3805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 SY3805'THIS POINT IS FOR USE AS A CALIBRATION POINT FOR HYDROGRAPHY.
 SY3805'THE STATION IS THE SOUTHEAST CORNER OF THE PIER ON THE PROPERTY OF
 SY3805'CAPT. E.W. RICHARDS (RET.).  THE PIER CAN BE RECOGNIZED BY AN OPEN
 SY3805'BOAT HANGER AND THE NAME CARVED ON THE FRAME E,W. RICHARDS.
 SY3805'
 SY3805'DISTANCE FROM RICHARDS 1970 102.20 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0689 ***********************************************************************
 SD0689  DESIGNATION -  CALAWAH
 SD0689  PID         -  SD0689
 SD0689  STATE/COUNTY-  WA/CLALLAM
 SD0689  USGS QUAD   -  READE HILL (1981)
 SD0689
 SD0689                         *CURRENT SURVEY CONTROL
 SD0689  ___________________________________________________________________
 SD0689* NAD 83(1991)-  47 59 09.99095(N)    124 17 55.19597(W)     ADJUSTED  
 SD0689* NAVD 88     -       478.1    (meters)    1569.     (feet)  VERTCON   
 SD0689  ___________________________________________________________________
 SD0689  LAPLACE CORR-          12.05  (seconds)                    DEFLEC99
 SD0689  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 SD0689
 SD0689  HORZ ORDER  -  FIRST
 SD0689
 SD0689.The horizontal coordinates were established by classical geodetic methods
 SD0689.and adjusted by the National Geodetic Survey in December 1991..
 SD0689
 SD0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0689
 SD0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0689
 SD0689.The geoid height was determined by GEOID03.
 SD0689
 SD0689;                    North         East     Units Scale Factor Converg.
 SD0689;SPC WA N     -   115,460.106   241,430.601   MT  0.99994489   -2 34 48.0
 SD0689;SPC WA N     -   378,805.36    792,093.56   sFT  0.99994489   -2 34 48.0
 SD0689;UTM  10      - 5,315,572.238   403,100.238   MT  0.99971537   -0 57 53.9
 SD0689
 SD0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0689!SPC WA N     -   0.99992855  x   0.99994489  =   0.99987344
 SD0689!UTM  10      -   0.99992855  x   0.99971537  =   0.99964394
 SD0689
 SD0689|---------------------------------------------------------------------|
 SD0689| PID    Reference Object                     Distance      Geod. Az  |
 SD0689|                                                           dddmmss.s |
 SD0689| DD9489 CALAWAH RM 2                          4.220 METERS 00231     |
 SD0689| DD9488 CALAWAH RM 1                          5.130 METERS 16453     |
 SD0689| DD9487 CALAWAH AZ MK                                      2395341.5 |
 SD0689|---------------------------------------------------------------------|
 SD0689
 SD0689                          SUPERSEDED SURVEY CONTROL
 SD0689
 SD0689  NAD 83(1986)-  47 59 09.98433(N)    124 17 55.19845(W) AD(       ) 1
 SD0689  NAD 27      -  47 59 10.70100(N)    124 17 50.44200(W) AD(       ) 1
 SD0689  NGVD 29 (07/19/86)  477.0    (m)         1565.     (f) VERT ANG       
 SD0689
 SD0689.Superseded values are not recommended for survey control.
 SD0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0689.See file dsdata.txt to determine how the superseded data were derived.
 SD0689
 SD0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDU0310015572(NAD 83)
 SD0689_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SD0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0689
 SD0689  HISTORY     - Date     Condition        Report By
 SD0689  HISTORY     - 1954     MONUMENTED       CGS
 SD0689  HISTORY     - 1961     SEE DESCRIPTION  RAYONI
 SD0689
 SD0689                          STATION DESCRIPTION
 SD0689
 SD0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SD0689'THE STATION IS ABOUT 6 MILES (AIRLINE) SOUTH OF SAPPHO, ABOUT 5
 SD0689'MILES (AIRLINE) EAST-NORTHEAST OF FORKS, AND ABOUT 2 MILES
 SD0689'NORTHEAST OF THE CONFLUENCE OF THE NORTH FORK AND SOUTH FORK OF
 SD0689'CALAWAH RIVER.  THE STATION IS ON THE CREST OF A SHORT
 SD0689'NORTH-AND-SOUTH RIDGE THAT LIES BETWEEN TWO HIGHER PEAKS TO THE
 SD0689'NORTH AND SOUTH.
 SD0689'
 SD0689'TO REACH THE STATION FROM THE POST OFFICE IN FORKS, GO NORTH ON
 SD0689'U.S. HIGHWAY 101 FOR 1.75 MILES TO A CROSSROAD, JUST AFTER CROSSING
 SD0689'RAILROAD.  TURN RIGHT, GO 0.35 MILE TO A WATCHMANS SHACK AND
 SD0689'LOCKED GATE.  CONTINUE EAST FOR 3.2 MILES TO A FORK.  TAKE LEFT
 SD0689'FORK, GO 0.4 MILE TO A FORK, JUST AFTER PASSING THROUGH A LOCKED
 SD0689'GATE.  TAKE RIGHT FORK, GO 2.6 MILES TO A FORK.  TAKE RIGHT FORK
 SD0689'THROUGH A DEEP ROCKY CUT.  THENCE RIGHT, JUST AFTER PASSING
 SD0689'THROUGH CUT, AND GO 0.25 MILE TO A T-ROAD AT THE CREST OF
 SD0689'RIDGE.  * TURN RIGHT GO 0.1 MILE TO THE END OF ROAD AND THE
 SD0689'STATION.  * TO REACH THE AZIMUTH MARK, TURN LEFT, GO 0.2
 SD0689'MILE TO THE END OF ROAD AND THE AZIMUTH MARK.
 SD0689'
 SD0689'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE MONUMENTS.
 SD0689'
 SD0689'SURFACE AND UNDERGROUND STATION MARKS ARE STAMPED CALAWAH
 SD0689'1954.  THE SURFACE MARK IS AT THE SOUTH EDGE AND JUST ABOVE A FLAT
 SD0689'AREA WHICH HAS BEEN MADE AT END OF ROAD.  MARK IS 12-BY-12 INCHES
 SD0689'SQUARE AND PROJECTS 6 INCHES.  THE UNDERGROUND STATION MARK IS SET
 SD0689'IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE
 SD0689'MARK.
 SD0689'
 SD0689'REFERENCE MARK 1 IS STAMPED CALAWAH NO 1 1954.  IT IS ON THE EAST
 SD0689'SLOPE OF RIDGE AND ABOUT THE SAME ELEVATION.  MARK IS 12-BY-12
 SD0689'INCHES SQUARE AND PROJECTS 6 INCHES.
 SD0689'
 SD0689'REFERENCE MARK 2 IS STAMPED CALAWAH NO 2 1954.  IT IS ON THE NORTH
 SD0689'SLOPE OF RIDGE JUST ABOVE THE ROAD BED.  MARK IS 12-BY-12 INCHES
 SD0689'SQUARE AND PROJECTS 2 INCHES.
 SD0689'
 SD0689'AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF THE STATION, ON THE WESTERN
 SD0689'SLOPE OF RIDGE, AND 8.5 FEET NORTHWEST OF A STANDARD WITNESS
 SD0689'POST.  MARK IS 12-BY-12 INCHES SQUARE AND PROJECTS 4 INCHES.
 SD0689'
 SD0689'NOTE--KEYS TO THE LOCKED GATES ENROUTE TO STATION MUST BE
 SD0689'OBTAINED FROM THE U.S. FOREST RANGER AT SNIDER RANGER STATION.
 SD0689'
 SD0689'A 4 FT. STAND WAS USED.
 SD0689
 SD0689                          STATION RECOVERY (1961)
 SD0689
 SD0689'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1961 (DAS)
 SD0689'STATION, REFERENCE MARKS NO. 1 AND 2, AND THE AZIMUTH MARK WERE
 SD0689'FOUND IN GOOD CONDITION AS DESCRIBED.  THE END OF TRUCK TRAVEL IS
 SD0689'AT THE T-ROAD AT THE CREST OF THE RIDGE.  IT IS NECESSARY TO WALK
 SD0689'TO THE STATION, A DISTANCE OF 0.1 MILE.  SMALL SLIDES HAVE MADE
 SD0689'PART OF THE ROAD TO THE AZIMUTH MARK UNSAFE FOR TRUCK TRAVEL.
 SD0689'
 SD0689'NOTE--THE U.S. FOREST SERVICE RANGER STATION HAS BEEN MOVED FROM
 SD0689'SNIDER TO THE TOWN OF FORKS, AND IS REACHED BY TURNING EAST ON
 SD0689'DIVISION STREET FROM U.S. HWY 101 AT THE CAUTION LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3821 ***********************************************************************
 SY3821  DESIGNATION -  CALHOUN 1953
 SY3821  PID         -  SY3821
 SY3821  STATE/COUNTY-  WA/KING
 SY3821  USGS QUAD   -  
 SY3821
 SY3821                         *CURRENT SURVEY CONTROL
 SY3821  ___________________________________________________________________
 SY3821* NAD 83(1991)-  47 38 27.45198(N)    122 18 26.37636(W)     ADJUSTED  
 SY3821* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 SY3821  ___________________________________________________________________
 SY3821  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 SY3821  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY3821
 SY3821  HORZ ORDER  -  THIRD
 SY3821
 SY3821.The horizontal coordinates were established by classical geodetic methods
 SY3821.and adjusted by the National Geodetic Survey in December 1991..
 SY3821
 SY3821.The orthometric height was scaled from a topographic map.
 SY3821
 SY3821.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3821
 SY3821.The geoid height was determined by GEOID03.
 SY3821
 SY3821;                    North         East     Units Scale Factor Converg.
 SY3821;SPC WA N     -    72,323.690   389,251.021   MT  0.99997669   -1 05 50.7
 SY3821;SPC WA N     -   237,281.97  1,277,067.72   sFT  0.99997669   -1 05 50.7
 SY3821;UTM  10      - 5,276,627.945   552,027.691   MT  0.99963326   +0 30 42.7
 SY3821
 SY3821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3821!SPC WA N     -   1.00000026  x   0.99997669  =   0.99997695
 SY3821!UTM  10      -   1.00000026  x   0.99963326  =   0.99963352
 SY3821
 SY3821|---------------------------------------------------------------------|
 SY3821| PID    Reference Object                     Distance      Geod. Az  |
 SY3821|                                                           dddmmss.s |
 SY3821| SY3820 SEATTLE CITY MON 19TH ST N            7.937 METERS 04548     |
 SY3821| SY3838 SEATTLE YACHT CLUB SPIRE            APPROX. 0.5 KM 3493332.1 |
 SY3821| SY3832 SEATTLE U OF WASH WEATHER TWR       APPROX. 0.9 KM 3531752.2 |
 SY3821| SY3850 SEATTLE US FISH WILDLIFE FLAG       431.673 METERS 3585952.5 |
 SY3821|---------------------------------------------------------------------|
 SY3821
 SY3821                          SUPERSEDED SURVEY CONTROL
 SY3821
 SY3821  NAD 83(1986)-  47 38 27.44525(N)    122 18 26.38150(W) AD(       ) 3
 SY3821  NAD 27      -  47 38 28.09200(N)    122 18 21.93200(W) AD(       ) 3
 SY3821
 SY3821.Superseded values are not recommended for survey control.
 SY3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3821.See file dsdata.txt to determine how the superseded data were derived.
 SY3821
 SY3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5202876628(NAD 83)
 SY3821_MARKER: Z = SEE DESCRIPTION
 SY3821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3821
 SY3821  HISTORY     - Date     Condition        Report By
 SY3821  HISTORY     - 1953     MONUMENTED       CGS
 SY3821  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY3821  HISTORY     - 1977     GOOD             NOS
 SY3821  HISTORY     - 20060502 MARK NOT FOUND   USPSQD
 SY3821
 SY3821                          STATION DESCRIPTION
 SY3821
 SY3821'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3821'STATION IS IN SEATTLE AT THE SW CORNER OF THE INTERSECTION OF
 SY3821'CALHOUN STREET AND 19TH AVE. N., 18.5 FEET SOUTH OF THE CENTERLINE
 SY3821'OF CALHOUN ST. AND 18.5 FEET WEST OF THE CENTERLINE OF 19TH AVE
 SY3821'N. (EXTENDED) IN A CORNER IN THE PARKING STRIP FORMED BY THE TWO
 SY3821'RESPECTIVE SIDEWALKS.  THE MARK IS A STANDARD TRIANGULATION DISC
 SY3821'STAMPED CALHOUN 1953, SET IN THE TOP OF A 10 BY 30 INCH
 SY3821'CYLINDRICAL CONCRETE MONUMENT.  THE TOP OF THE MONUMENT IS FLUSH
 SY3821'WITH THE SIDEWALK AND TRIANGULAR SHAPED.
 SY3821'
 SY3821'NO REFERENCE MARKS WERE SET AT THIS STATION, HOWEVER, THE CITY
 SY3821'MONUMENT TO THE NORTH-EAST, IN THE STREET INTERSECTION, IS
 SY3821'REFERENCED TO THE MARK AS INDICATED.
 SY3821
 SY3821                          STATION RECOVERY (1969)
 SY3821
 SY3821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY3821'THE STATION WAS RECOVERED, IN THE SOUTHWEST ANGLE OF THE
 SY3821'INTERSECTION OF EAST CALHOUN STREET AND 19TH AVENUE EAST IN THE
 SY3821'LAWN BETWEEN THE SIDEWALK AND THE CURB.
 SY3821'
 SY3821'THE STATION MARK, STAMPED CALHOUN 1953, IS A STANDARD DISK SET IN
 SY3821'CONCRETE ABOUT 1 INCH BELOW GROUND AND LEVEL WITH THE SIDEWALK.  IT
 SY3821'IS 26.04 FEET SOUTHWEST OF THE CITY MONUMENT WHICH IS IN THE
 SY3821'INTERSECTION, 18.5 FEET SOUTH OF THE PROJECTED CENTERLINE OF EAST
 SY3821'CALHOUN STREET, 18.5 FEET WEST OF THE CENTER OF 19TH AVENUE EAST
 SY3821'AND 6 INCHES NORTHEAST OF THE EDGE OF THE CONCRETE SIDEWALK.
 SY3821'
 SY3821'NO REFERENCE MARKS WERE SET AT THIS STATION.  THE CITY MONUMENT
 SY3821'IS A TRAVERSE STATION, NAMED SEATTLE CITY MONUMENT (19TH AND
 SY3821'CALHOUN).
 SY3821
 SY3821                          STATION RECOVERY (1977)
 SY3821
 SY3821'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY3821'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY3821
 SY3821                          STATION RECOVERY (2006)
 SY3821
 SY3821'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY3821'NOT FOUND.  CONCRETE SIDEWALK HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0829 ***********************************************************************
 TO0829  DESIGNATION -  CALISPELL
 TO0829  PID         -  TO0829
 TO0829  STATE/COUNTY-  WA/STEVENS
 TO0829  USGS QUAD   -  CALISPELL PEAK (1992)
 TO0829
 TO0829                         *CURRENT SURVEY CONTROL
 TO0829  ___________________________________________________________________
 TO0829* NAD 83(1991)-  48 26 12.76535(N)    117 30 08.84441(W)     ADJUSTED  
 TO0829* NAVD 88     -      2091.3    (meters)    6861.     (feet)  VERTCON   
 TO0829  ___________________________________________________________________
 TO0829  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 TO0829  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TO0829
 TO0829  HORZ ORDER  -  FIRST
 TO0829
 TO0829.The horizontal coordinates were established by classical geodetic methods
 TO0829.and adjusted by the National Geodetic Survey in December 1991..
 TO0829
 TO0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0829
 TO0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0829
 TO0829.The geoid height was determined by GEOID03.
 TO0829
 TO0829;                    North         East     Units Scale Factor Converg.
 TO0829;SPC WA N     -   165,090.653   746,374.578   MT  0.99995773   +2 28 47.7
 TO0829;SPC WA N     -   541,634.92  2,448,730.59   sFT  0.99995773   +2 28 47.7
 TO0829;UTM  11      - 5,364,981.321   462,836.585   MT  0.99961697   -0 22 33.4
 TO0829
 TO0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0829!SPC WA N     -   0.99967499  x   0.99995773  =   0.99963273
 TO0829!UTM  11      -   0.99967499  x   0.99961697  =   0.99929208
 TO0829
 TO0829:                Primary Azimuth Mark                     Grid Az
 TO0829:SPC WA N     -  NORTH BALDY                              062 06 28.2
 TO0829:UTM  11      -  NORTH BALDY                              064 57 49.3
 TO0829
 TO0829|---------------------------------------------------------------------|
 TO0829| PID    Reference Object                     Distance      Geod. Az  |
 TO0829|                                                           dddmmss.s |
 TO0829| TO0818 NORTH BALDY                         APPROX.28.3 KM 0643515.9 |
 TO0829| AB7196 CALISPELL RM 1                                     08413     |
 TO0829| TO0827 SOUTH BALDY LOOKOUT TOWER           APPROX.27.1 KM 0930725.7 |
 TO0829| CF1184 CALISPELL RM                         12.825 METERS 24111     |
 TO0829|---------------------------------------------------------------------|
 TO0829
 TO0829                          SUPERSEDED SURVEY CONTROL
 TO0829
 TO0829  NAD 83(1986)-  48 26 12.76781(N)    117 30 08.84231(W) AD(       ) 1
 TO0829  NAD 27      -  48 26 13.10800(N)    117 30 04.99300(W) AD(       ) 1
 TO0829  NGVD 29 (07/19/86) 2090.0    (m)         6857.     (f) VERT ANG       
 TO0829
 TO0829.Superseded values are not recommended for survey control.
 TO0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0829.See file dsdata.txt to determine how the superseded data were derived.
 TO0829
 TO0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP6283764981(NAD 83)
 TO0829_MARKER: DD = SURVEY DISK
 TO0829_SETTING: 80 = SET IN A BOULDER
 TO0829_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TO0829
 TO0829  HISTORY     - Date     Condition        Report By
 TO0829  HISTORY     - 1930     MONUMENTED       USGS
 TO0829  HISTORY     - 1933     GOOD             USGS
 TO0829  HISTORY     - 1943     GOOD             USGS
 TO0829  HISTORY     - 1963     GOOD             USGS
 TO0829  HISTORY     - 1963     GOOD             USGS
 TO0829  HISTORY     - 1966     GOOD             USGS
 TO0829
 TO0829                          STATION DESCRIPTION
 TO0829
 TO0829'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 TO0829'ORIGINAL 1899 STATION, ROCK CAIRN, DESTROYED. NEW STATION MARK
 TO0829'AND RM SET IN 1930. NO TIE MADE BETWEEN OLD AND NEW STATION.
 TO0829'
 TO0829'LOCATED ABOUT 15 MI NE. OF CHEWELAH, ABOUT 10 MI NW.
 TO0829'OF CALISPELL LAKE.  ON HIGHEST PEAK OF CALISPELL RANGE.
 TO0829'
 TO0829'TO REACH FROM CALISPELL LAKE, PROCEED VIA SHEEPMENS TRAIL.  FROM
 TO0829'CHEWELAH, VIA RD. UP CHEWELAH CREEK TO ITS SOURCE THEN OVER
 TO0829'MOUNTAINS.
 TO0829'
 TO0829'STATION MARK--STANDARD BRONZE TABLET STAMPED---VA 6837---, CEMENTED
 TO0829'IN ROCK OUTCROP.
 TO0829'
 TO0829'RM--STANDARD RM TABLET, UNSTAMPED, IN PROJECTING ROCK W. OF LO
 TO0829'CABIN.
 TO0829
 TO0829                          STATION RECOVERY (1933)
 TO0829
 TO0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933 (FGJ)
 TO0829'ON THE HIGHEST POINT OF A PROMINENT PEAK KNOWN LOCALLY AS CALISPELL
 TO0829'PEAK, JUST NORTHEAST OF A LOOKOUT HOUSE MAINTAINED BY THE STATE
 TO0829'OF WASHINGTON.  STATION IS A U.S. GEOLOGICAL SURVEY STANDARD DISK
 TO0829'IN OUTCROPPING BEDROCK.
 TO0829'
 TO0829'TO REACH FROM THE MAIN TRAVELED HIGHWAY AT LOCKE, WASHINGTON, GO
 TO0829'SOUTH TO THE FIRST GRAVELED ROAD IN A WESTERLY DIRECTION (RIGHT),
 TO0829'GO 6.5 MILES, TURN LEFT AND GO 1.6 MILES, TURN LEFT AND GO 2.4
 TO0829'MILES, AT THIS POINT CONTINUE STRAIGHT AHEAD OVER CREEK BRIDGE AND
 TO0829'GO 0.3 MILE TO THE END OF TRUCK TRAVEL.  A WELL-CARED-FOR TRAIL,
 TO0829'MAINTAINED BY THE STATE LEADS FROM HERE TO THE STATION.  A PACK
 TO0829'TRAIN CAN REACH THE STATION IN 2-1/2 HOURS.
 TO0829'
 TO0829'REFERENCE MARK NO.1 IS EAST OF STATION, A STANDARD BRONZE DISK
 TO0829'SET IN OUTCROPPING BEDROCK AS DESCRIBED.
 TO0829'
 TO0829'THE OTHER REFERENCE MARK IS SOUTHWEST OF STATION, A
 TO0829'U.S. GEOLOGICAL SURVEY STANDARD DISK SET IN OUTCROPPING BEDROCK.
 TO0829
 TO0829                          STATION RECOVERY (1943)
 TO0829
 TO0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 TO0829'STATION INTERSECTED ONLY.
 TO0829
 TO0829                          STATION RECOVERY (1963)
 TO0829
 TO0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TO0829'RECOVERED AS DESCRIBED.
 TO0829'
 TO0829'NEW DESCRIPTION FOLLOWS--LOCATED 20 MI SE. OF COLVILLE, 15 MI
 TO0829'NE. OF CHEWELAH, 12 MI NW. OF CUSICK.  ON HILL KNOWN AS CALISPELL
 TO0829'PEAK.
 TO0829'
 TO0829'TO REACH FROM CUTOFF TO CUSICK ON HWY. 6, GO 3.8 MI N. TO TACOMA
 TO0829'CREEK RD., THENCE (LEFT) N. AND W. 6 MI ON TACOMA CREEK RD. TO
 TO0829'RD. SIGN CALISPELL PEAK, THENCE LEFT 8.3 MI W. TO TOP OF
 TO0829'CALISPELL PEAK AND STATION.
 TO0829
 TO0829                          STATION RECOVERY (1963)
 TO0829
 TO0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TO0829'RECOVERED AS DESCRIBED.
 TO0829
 TO0829                          STATION RECOVERY (1966)
 TO0829
 TO0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TO0829'RECOVERED AS RE-DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1754 ***********************************************************************
 SY1754  DESIGNATION -  CALK
 SY1754  PID         -  SY1754
 SY1754  STATE/COUNTY-  WA/MASON
 SY1754  USGS QUAD   -  SHELTON (1981)
 SY1754
 SY1754                         *CURRENT SURVEY CONTROL
 SY1754  ___________________________________________________________________
 SY1754* NAD 83(1991)-  47 12 19.16274(N)    123 03 41.93607(W)     ADJUSTED  
 SY1754* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY1754  ___________________________________________________________________
 SY1754  LAPLACE CORR-          -7.85  (seconds)                    DEFLEC99
 SY1754  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SY1754
 SY1754  HORZ ORDER  -  THIRD
 SY1754
 SY1754.The horizontal coordinates were established by classical geodetic methods
 SY1754.and adjusted by the National Geodetic Survey in December 1991..
 SY1754
 SY1754.The orthometric height was scaled from a topographic map.
 SY1754
 SY1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1754
 SY1754.The geoid height was determined by GEOID03.
 SY1754
 SY1754;                    North         East     Units Scale Factor Converg.
 SY1754;SPC WA S     -   211,229.688   305,958.172   MT  0.99997323   -1 51 38.8
 SY1754;SPC WA S     -   693,009.40  1,003,797.77   sFT  0.99997323   -1 51 38.8
 SY1754;UTM  10      - 5,227,983.163   495,331.092   MT  0.99960027   -0 02 42.9
 SY1754
 SY1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1754!SPC WA S     -   1.00000323  x   0.99997323  =   0.99997646
 SY1754!UTM  10      -   1.00000323  x   0.99960027  =   0.99960349
 SY1754
 SY1754|---------------------------------------------------------------------|
 SY1754| PID    Reference Object                     Distance      Geod. Az  |
 SY1754|                                                           dddmmss.s |
 SY1754| DD9490 CALK RM 1                            14.060 METERS 10550     |
 SY1754| SY1717 CHREY                               APPROX. 0.6 KM 1150009.1 |
 SY1754| SY1756 WALK                                326.337 METERS 16559     |
 SY1754| SY1739 TIME                                399.009 METERS 23653     |
 SY1754| DD9491 CALK RM 2                            16.315 METERS 33539     |
 SY1754| SY1744 CHIP                                251.830 METERS 33812     |
 SY1754|---------------------------------------------------------------------|
 SY1754
 SY1754                          SUPERSEDED SURVEY CONTROL
 SY1754
 SY1754  NAD 83(1986)-  47 12 19.16185(N)    123 03 41.94383(W) AD(       ) 3
 SY1754  NAD 27      -  47 12 19.81700(N)    123 03 37.41200(W) AD(       ) 3
 SY1754
 SY1754.Superseded values are not recommended for survey control.
 SY1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1754.See file dsdata.txt to determine how the superseded data were derived.
 SY1754
 SY1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9533127983(NAD 83)
 SY1754_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1754
 SY1754  HISTORY     - Date     Condition        Report By
 SY1754  HISTORY     - 1936     MONUMENTED       CGS
 SY1754  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY1754  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1754
 SY1754                          STATION DESCRIPTION
 SY1754
 SY1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1754'THE STATION IS LOCATED ON THE OUTER END OF MILLER POINT.  IT IS
 SY1754'ABOUT 8 FEET FROM THE FOOT OF THE BLUFF AND IT COVERS ABOUT 2 FEET
 SY1754'AT HIGH WATER.  MARK PROJECTS ABOUT 3 INCHES.
 SY1754'
 SY1754'SURFACE, UNDERGROUND, AND REFERENCE MARKS NO.1 AND NO.2 ARE
 SY1754'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY1754'7A, AND 11A.
 SY1754'
 SY1754'REFERENCE MARK NO.1 IS SET SE OF THE STATION ABOUT 10 FEET FROM
 SY1754'THE FOOT OF THE BLUFF.  IT PROJECTS 4 INCHES.
 SY1754'
 SY1754'REFERENCE MARK NO.2 IS SET N OF THE STATION ABOUT 4 FEET FROM THE
 SY1754'FOOT OF THE BLUFF.  IT IS LEVEL WITH THE SURFACE.
 SY1754
 SY1754                          STATION RECOVERY (1958)
 SY1754
 SY1754'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY1754'REFERENCE MARK NO. 2 RECOVERED.  UNABLE TO LOCATE EITHER STATION
 SY1754'MARK OR REFERENCE MARK NO. 1.
 SY1754'
 SY1754'UTILIZING THE LOCATED REFERENCE MARK AND MEASURING FOR THE
 SY1754'STATION, THIS PARTY SPENT ABOUT 30 MINUTES DIGGING FOR THE
 SY1754'STATION.  IT IS BELIEVED THAT THE ACTION OF WATER CRUMBLED THE
 SY1754'CONCRETE AND IT ERODED AWAY.
 SY1754
 SY1754                          STATION RECOVERY (1967)
 SY1754
 SY1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1754'BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  A CONCRETE
 SY1754'MONUMENT MINUS DISK WAS FOUND 6 INCHES BELOW THE BEACH SURFACE.  NO
 SY1754'ATTEMPT WAS MADE TO FIND THE UNDERGROUND MARK.
 SY1754'
 SY1754'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 1 1936, SET IN TOP
 SY1754'OF A CONCRETE POST THAT IS FLUSH WITH THE BEACH.  IT IS 25 FEET
 SY1754'EAST-SOUTHEAST OF THE SOUTHERN MOST POINT OF MILLER POINT, 15
 SY1754'FEET SOUTH OF A 10 FOOT HIGH BLUFF AND AT THE MEAN HIGH WATER
 SY1754'LINE.
 SY1754'
 SY1754'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 2 1936 SET IN TOP OF
 SY1754'A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 SY1754'65 FEET NORTH-NORTHWEST OF SOUTHERN MOST POINT OF MILLER POINT AND
 SY1754'8 FEET WEST OF A 15 FOOT BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2346 ***********************************************************************
 RD2346  DESIGNATION -  CAM
 RD2346  PID         -  RD2346
 RD2346  STATE/COUNTY-  WA/CLARK
 RD2346  USGS QUAD   -  CAMAS (1993)
 RD2346
 RD2346                         *CURRENT SURVEY CONTROL
 RD2346  ___________________________________________________________________
 RD2346* NAD 83(1991)-  45 34 39.51359(N)    122 23 30.98140(W)     ADJUSTED  
 RD2346* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 RD2346  ___________________________________________________________________
 RD2346  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 RD2346  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RD2346
 RD2346  HORZ ORDER  -  THIRD
 RD2346
 RD2346.The horizontal coordinates were established by classical geodetic methods
 RD2346.and adjusted by the National Geodetic Survey in December 1991..
 RD2346
 RD2346.The orthometric height was scaled from a topographic map.
 RD2346
 RD2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2346
 RD2346.The geoid height was determined by GEOID03.
 RD2346
 RD2346;                    North         East     Units Scale Factor Converg.
 RD2346;SPC WA S     -    28,926.635   352,337.220   MT  1.00006774   -1 22 27.5
 RD2346;SPC WA S     -    94,903.47  1,155,959.70   sFT  1.00006774   -1 22 27.5
 RD2346;SPC OR N     -   214,081.777 2,352,358.368   MT  0.99992003   -1 20 30.3
 RD2346;SPC OR N     -   702,368.03  7,717,711.18   iFT  0.99992003   -1 20 30.3
 RD2346;UTM  10      - 5,047,302.230   547,440.485   MT  0.99962767   +0 26 03.4
 RD2346
 RD2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2346!SPC WA S     -   1.00000196  x   1.00006774  =   1.00006970
 RD2346!SPC OR N     -   1.00000196  x   0.99992003  =   0.99992199
 RD2346!UTM  10      -   1.00000196  x   0.99962767  =   0.99962963
 RD2346
 RD2346:                Primary Azimuth Mark                     Grid Az
 RD2346:SPC WA S     -  WASH                                     089 38 19.4
 RD2346:SPC OR N     -  WASH                                     089 36 22.2
 RD2346:UTM  10      -  WASH                                     087 49 48.5
 RD2346
 RD2346|---------------------------------------------------------------------|
 RD2346| PID    Reference Object                     Distance      Geod. Az  |
 RD2346|                                                           dddmmss.s |
 RD2346| RD2302 WASH                                APPROX. 1.5 KM 0881551.9 |
 RD2346|---------------------------------------------------------------------|
 RD2346
 RD2346                          SUPERSEDED SURVEY CONTROL
 RD2346
 RD2346  NAD 83(1991)-  45 34 39.51359(N)    122 23 30.98140(W) AD(       ) 3
 RD2346  NAD 83(1986)-  45 34 39.52790(N)    122 23 30.98538(W) AD(       ) 3
 RD2346  NAD 27      -  45 34 40.10100(N)    122 23 26.64900(W) AD(       ) 3
 RD2346
 RD2346.Superseded values are not recommended for survey control.
 RD2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2346.See file dsdata.txt to determine how the superseded data were derived.
 RD2346
 RD2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4744047302(NAD 83)
 RD2346
 RD2346  HISTORY     - Date     Condition        Report By
 RD2346  HISTORY     - 1935     MONUMENTED       USE
 RD2346  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2346  HISTORY     - 1956     SEE DESCRIPTION  WAHC
 RD2346
 RD2346                          STATION DESCRIPTION
 RD2346
 RD2346'DESCRIBED BY US ENGINEERS 1935
 RD2346'ON N BANK OF COLUMBIA RIVER, ABOUT 0.4 MILE UPSTREAM FROM MOUTH
 RD2346'OF WASHOUGAL RIVER, AT CAMAS WHARF, ABOUT 30 FEET FROM UPPER END
 RD2346'OF RUNWAY OFFSHORE.
 RD2346'
 RD2346'STATION MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN CONCRETE
 RD2346'POST WITH USED CAM 1935 MARKED IN CONCRETE.  LARGE COTTONWOOD
 RD2346'TREE IS DISTANT 57.6 FEET IN AZIMUTH N 89 DEG 30 MIN W, PROBABLY
 RD2346'MAGNETIC.
 RD2346
 RD2346                          STATION RECOVERY (1945)
 RD2346
 RD2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2346'THIS STATION WAS RECOVERED IN GOOD CONDITION.  HOWEVER, DUE TO THE
 RD2346'MANY CHANGES IN THIS AREA THE 1935 DESCRIPTION IS NOW
 RD2346'INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 RD2346'
 RD2346'THE STATION IS LOCATED ON THE N BANK OF THE COLUMBIA RIVER, ABOUT
 RD2346'0.4 MILE UPSTREAM FROM THE MOUTH OF THE WASHOUGAL RIVER, AT
 RD2346'CAMAS WHARF.
 RD2346'
 RD2346'THE STATION IS MARKED BY A SECTION OF A 1-1/4-INCH IRON PIPE
 RD2346'IN A CONCRETE POST, WITH U.S.E.D. CAM 1935 INSCRIBED IN THE
 RD2346'CONCRETE.  THE STATION IS 1-1/2 FEET BELOW SURFACE OF GROUND.
 RD2346'
 RD2346'REACHED AS FOLLOWS--FROM NORTHEAST THIRD AVENUE AND DALLAS
 RD2346'STREET IN CAMAS, GO E ALONG NORTHEAST DALLAS STREET 0.4 MILE TO
 RD2346'WASHOUGAL RIVER BRIDGE.  CONTINUE E ALONG SOUTHEAST SIXTH AVENUE
 RD2346'0.3 MILE TO SOUTHEAST POLK STREET, THENCE S ALONG SOUTHEAST
 RD2346'POLK STREET 0.35 MILE TO SOUTHEAST TWELFTH AVENUE.  THE STATION
 RD2346'IS 19 METERS SSE OF THE INTERSECTION OF SOUTHEAST TWELFTH AVENUE
 RD2346'AND SOUTHEAST POLK STREET AND 3.5 METERS E OF THE ROAD LEADING TO
 RD2346'THE WHARF.
 RD2346
 RD2346                          STATION RECOVERY (1956)
 RD2346
 RD2346'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1956 (DLB)
 RD2346'VICINITY OF MARK HAS BEEN COVERED WITH LARGE BOULDERS.  MARK
 RD2346'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2696 ***********************************************************************
 SY2696  DESIGNATION -  CAM
 SY2696  PID         -  SY2696
 SY2696  STATE/COUNTY-  WA/PIERCE
 SY2696  USGS QUAD   -  TACOMA NORTH (1994)
 SY2696
 SY2696                         *CURRENT SURVEY CONTROL
 SY2696  ___________________________________________________________________
 SY2696* NAD 83(1991)-  47 16 54.39694(N)    122 23 33.13279(W)     ADJUSTED  
 SY2696* NAVD 88     -                                                        
 SY2696  ___________________________________________________________________
 SY2696  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 SY2696  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 SY2696
 SY2696  HORZ ORDER  -  THIRD
 SY2696
 SY2696.The horizontal coordinates were established by classical geodetic methods
 SY2696.and adjusted by the National Geodetic Survey in December 1991..
 SY2696
 SY2696
 SY2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2696
 SY2696.The geoid height was determined by GEOID03.
 SY2696
 SY2696;                    North         East     Units Scale Factor Converg.
 SY2696;SPC WA S     -   218,295.755   356,835.075   MT  0.99998861   -1 22 29.0
 SY2696;SPC WA S     -   716,191.99  1,170,716.41   sFT  0.99998861   -1 22 29.0
 SY2696;SPC WA N     -    32,523.905   382,040.540   MT  1.00004785   -1 09 39.1
 SY2696;SPC WA N     -   106,705.51  1,253,411.34   sFT  1.00004785   -1 09 39.1
 SY2696;UTM  10      - 5,236,656.656   545,939.305   MT  0.99962594   +0 26 46.7
 SY2696
 SY2696                          SUPERSEDED SURVEY CONTROL
 SY2696
 SY2696  NAD 83(1986)-  47 16 54.39110(N)    122 23 33.14672(W) AD(       ) 4
 SY2696  NAD 27      -  47 16 55.03500(N)    122 23 28.70300(W) AD(       ) 3
 SY2696
 SY2696.Superseded values are not recommended for survey control.
 SY2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2696.See file dsdata.txt to determine how the superseded data were derived.
 SY2696
 SY2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4593936657(NAD 83)
 SY2696_MARKER: DS = TRIANGULATION STATION DISK
 SY2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2696_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY2696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY2696+STABILITY: SURFACE MOTION
 SY2696
 SY2696  HISTORY     - Date     Condition        Report By
 SY2696  HISTORY     - 1919     MONUMENTED       CGS
 SY2696  HISTORY     - 1935     MARK NOT FOUND   CGS
 SY2696
 SY2696                          STATION DESCRIPTION
 SY2696
 SY2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (JWM)
 SY2696'STATION MARK IS A STANDARD DISK SET IN A 10- BY 10-INCH BY 2
 SY2696'1/2-FOOT CONCRETE MONUMENT, LOCATED AT TOP OF GRAVEL BANK NEAR
 SY2696'ENTRANCE TO HYLEBOS WATERWAY.  A 6-FOOT STUMP CHARRED ON INSHORE
 SY2696'SIDE AND APPEARING WHITE FROM OFFSHORE IS ABOUT 6.70 METERS IN A
 SY2696'WESTERLY DIRECTION FROM THE STATION.  A SHACK PAINTED IN
 SY2696'CAMOUFLAGED MANNER IN VERY BRILLIANT COLORS STANDS ON 2 HUGE LOGS
 SY2696'LYING LENGTHWISE ON THE BEACH IN FRONT OF AND BELOW THE
 SY2696'STATION.
 SY2696'
 SY2696'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 SY2696
 SY2696                          STATION RECOVERY (1935)
 SY2696
 SY2696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2696'STATION COULD NOT BE FOUND.  THE AREA ON TOP OF THE BLUFF WAS
 SY2696'SEARCHED THOROUGHLY AS POSSIBLE.  THERE ARE REMAINS OF SEVERAL
 SY2696'CHARRED STUMPS, MAKING SPECIFIC IDENTIFICATION IMPOSSIBLE.  DUE
 SY2696'TO THE THICK BRUSH AND DENSE VEGETATION, EVERY FOOT OF THE
 SY2696'COMPARATIVELY LARGE AREA COULD NOT BE EXAMINED, BUT NO TRACE OF
 SY2696'THE STATION COULD BE FOUND AT PROBABLE LOCATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1462 ***********************************************************************
 TR1462  DESIGNATION -  CAMANO
 TR1462  PID         -  TR1462
 TR1462  STATE/COUNTY-  WA/ISLAND
 TR1462  USGS QUAD   -  CAMANO (1978)
 TR1462
 TR1462                         *CURRENT SURVEY CONTROL
 TR1462  ___________________________________________________________________
 TR1462* NAD 83(1991)-  48 11 01.90789(N)    122 32 13.19303(W)     ADJUSTED  
 TR1462* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1462  ___________________________________________________________________
 TR1462  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 TR1462  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 TR1462
 TR1462  HORZ ORDER  -  THIRD
 TR1462
 TR1462.The horizontal coordinates were established by classical geodetic methods
 TR1462.and adjusted by the National Geodetic Survey in December 1991..
 TR1462
 TR1462.The orthometric height was scaled from a topographic map.
 TR1462
 TR1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1462
 TR1462.The geoid height was determined by GEOID03.
 TR1462
 TR1462;                    North         East     Units Scale Factor Converg.
 TR1462;SPC WA N     -   133,027.084   373,333.404   MT  0.99994291   -1 16 06.3
 TR1462;SPC WA N     -   436,439.69  1,224,844.68   sFT  0.99994291   -1 16 06.3
 TR1462;UTM  10      - 5,336,839.830   534,414.921   MT  0.99961455   +0 20 42.3
 TR1462
 TR1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1462!SPC WA N     -   1.00000308  x   0.99994291  =   0.99994599
 TR1462!UTM  10      -   1.00000308  x   0.99961455  =   0.99961763
 TR1462
 TR1462|---------------------------------------------------------------------|
 TR1462| PID    Reference Object                     Distance      Geod. Az  |
 TR1462|                                                           dddmmss.s |
 TR1462| CF7617 CAMANO BLZD FIR TREE AT BLUFF       121.680 METERS 10740     |
 TR1462| TR1453 MASON USE 1920                      APPROX. 4.9 KM 1605722.1 |
 TR1462|---------------------------------------------------------------------|
 TR1462
 TR1462                          SUPERSEDED SURVEY CONTROL
 TR1462
 TR1462  NAD 83(1986)-  48 11 01.90969(N)    122 32 13.19617(W) AD(       ) 3
 TR1462  NAD 27      -  48 11 02.56400(N)    122 32 08.62000(W) AD(       ) 3
 TR1462
 TR1462.Superseded values are not recommended for survey control.
 TR1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1462.See file dsdata.txt to determine how the superseded data were derived.
 TR1462
 TR1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3441536840(NAD 83)
 TR1462
 TR1462  HISTORY     - Date     Condition        Report By
 TR1462  HISTORY     - 1920     MONUMENTED       USE
 TR1462  HISTORY     - 1944     SEE DESCRIPTION  CGS
 TR1462
 TR1462                          STATION DESCRIPTION
 TR1462
 TR1462'DESCRIBED BY US ENGINEERS 1920
 TR1462'STATION IS LOCATED ON END OF LOW GRAVEL POINT, 1/2 MILE N OF
 TR1462'CAMANO WHARF, CAMANO ISLAND.  IT IS ABOUT 20 FEET BACK FROM
 TR1462'HIGH-WATER AND ABREAST THE S END OF LAGOON.
 TR1462'
 TR1462'STATION IS MARKED WITH A STANDARD CONCRETE MONUMENT AND SIGNAL.
 TR1462'
 TR1462'ELEVATION ABOUT 12.0 FEET ABOVE MEAN LOW WATER.
 TR1462
 TR1462                          STATION RECOVERY (1944)
 TR1462
 TR1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (CP)
 TR1462'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  THE U.S.E. ESTABLISHED
 TR1462'A NEW STATION IN THIS LOCALITY, NAMED ONAMAC.
 TR1462'
 TR1462'RECOMMEND THIS STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1100 ***********************************************************************
 TR1100  DESIGNATION -  CAMANO 2
 TR1100  PID         -  TR1100
 TR1100  STATE/COUNTY-  WA/ISLAND
 TR1100  USGS QUAD   -  LANGLEY (1968)
 TR1100
 TR1100                         *CURRENT SURVEY CONTROL
 TR1100  ___________________________________________________________________
 TR1100* NAD 83(1991)-  48 06 43.78267(N)    122 24 36.48810(W)     ADJUSTED  
 TR1100* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1100  ___________________________________________________________________
 TR1100  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 TR1100  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 TR1100
 TR1100  HORZ ORDER  -  THIRD
 TR1100
 TR1100.The horizontal coordinates were established by classical geodetic methods
 TR1100.and adjusted by the National Geodetic Survey in December 1991..
 TR1100
 TR1100.The orthometric height was scaled from a topographic map.
 TR1100
 TR1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1100
 TR1100.The geoid height was determined by GEOID03.
 TR1100
 TR1100;                    North         East     Units Scale Factor Converg.
 TR1100;SPC WA N     -   124,855.467   382,600.855   MT  0.99994226   -1 10 26.3
 TR1100;SPC WA N     -   409,629.98  1,255,249.64   sFT  0.99994226   -1 10 26.3
 TR1100;UTM  10      - 5,328,934.925   543,905.689   MT  0.99962369   +0 26 20.9
 TR1100
 TR1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1100!SPC WA N     -   1.00000329  x   0.99994226  =   0.99994555
 TR1100!UTM  10      -   1.00000329  x   0.99962369  =   0.99962698
 TR1100
 TR1100|---------------------------------------------------------------------|
 TR1100| PID    Reference Object                     Distance      Geod. Az  |
 TR1100|                                                           dddmmss.s |
 TR1100| CF7661 CAMANO 2 RM 1                        63.214 METERS 18050     |
 TR1100| CF7662 CAMANO 2 RM 2                        41.800 METERS 22158     |
 TR1100| TR1104 HEALD 2                             APPROX. 7.0 KM 3225133.7 |
 TR1100|---------------------------------------------------------------------|
 TR1100
 TR1100                          SUPERSEDED SURVEY CONTROL
 TR1100
 TR1100  NAD 83(1986)-  48 06 43.78298(N)    122 24 36.49052(W) AD(       ) 3
 TR1100  NAD 27      -  48 06 44.44300(N)    122 24 31.94900(W) AD(       ) 3
 TR1100
 TR1100.Superseded values are not recommended for survey control.
 TR1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1100.See file dsdata.txt to determine how the superseded data were derived.
 TR1100
 TR1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4390628935(NAD 83)
 TR1100_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1100
 TR1100  HISTORY     - Date     Condition        Report By
 TR1100  HISTORY     - 1924     MONUMENTED       CGS
 TR1100  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1100
 TR1100                          STATION DESCRIPTION
 TR1100
 TR1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 TR1100'STATION IS LOCATED ON THE EASTERN SHORE OF CAMANO ISLAND, AND IS
 TR1100'ON A FLAT SANDY POINT ABOUT 4 MILES N OF WHAT IS KNOWN AS CAMANO
 TR1100'HEAD.  THE STATION IS ON THE HIGH-WATER MARK, AND PROJECTS ABOUT
 TR1100'6 INCHES ABOVE THE GROUND.
 TR1100'
 TR1100'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1100'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A, AND EACH PROJECTS
 TR1100'ABOUT 1 FOOT ABOVE THE GROUND.  REFERENCE MARKS ARE INSHORE.
 TR1100
 TR1100                          STATION RECOVERY (1960)
 TR1100
 TR1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1100'REFERENCE MARK 2 WAS RECOVERED.  THE STATION WAS FOUND LYING ON
 TR1100'THE BEACH AND THE DISK WAS REMOVED FROM THE TOPPLED CONCRETE
 TR1100'MONUMENT.  REFERENCE MARK 1 WAS SEARCHED FOR BUT WAS NOT FOUND.
 TR1100'THE ENTIRE AREA IS COVERED WITH HUGE DRIFTWOOD LOGS.
 TR1100'
 TR1100'THE REFERENCE MARK IS A STANDARD REFERENCE DISK STAMPED CAMANO
 TR1100'2 2 1924 SET IN THE TOP OF A CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2376 ***********************************************************************
 RD2376  DESIGNATION -  CAMAS CROWN WILLAMETTE CO STK
 RD2376  PID         -  RD2376
 RD2376  STATE/COUNTY-  WA/CLARK
 RD2376  USGS QUAD   -  CAMAS (1993)
 RD2376
 RD2376                         *CURRENT SURVEY CONTROL
 RD2376  ___________________________________________________________________
 RD2376* NAD 83(1991)-  45 35 00.05247(N)    122 24 35.76033(W)     ADJUSTED  
 RD2376* NAVD 88     -                                                        
 RD2376  ___________________________________________________________________
 RD2376  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 RD2376  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RD2376
 RD2376  HORZ ORDER  -  THIRD
 RD2376
 RD2376.The horizontal coordinates were established by classical geodetic methods
 RD2376.and adjusted by the National Geodetic Survey in December 1991..
 RD2376
 RD2376
 RD2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2376
 RD2376.The geoid height was determined by GEOID03.
 RD2376
 RD2376;                    North         East     Units Scale Factor Converg.
 RD2376;SPC WA S     -    29,594.437   350,948.433   MT  1.00006602   -1 23 14.5
 RD2376;SPC WA S     -    97,094.42  1,151,403.32   sFT  1.00006602   -1 23 14.5
 RD2376;SPC OR N     -   214,748.688 2,350,969.403   MT  0.99992074   -1 21 16.2
 RD2376;SPC OR N     -   704,556.06  7,713,154.21   iFT  0.99992074   -1 21 16.2
 RD2376;UTM  10      - 5,047,925.590   546,031.932   MT  0.99962605   +0 25 17.3
 RD2376
 RD2376                          SUPERSEDED SURVEY CONTROL
 RD2376
 RD2376  NAD 83(1991)-  45 35 00.05247(N)    122 24 35.76033(W) AD(       ) 4
 RD2376  NAD 83(1986)-  45 35 00.06701(N)    122 24 35.76403(W) AD(       ) 4
 RD2376  NAD 27      -  45 35 00.64000(N)    122 24 31.42000(W) AD(       ) 3
 RD2376
 RD2376.Superseded values are not recommended for survey control.
 RD2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2376.See file dsdata.txt to determine how the superseded data were derived.
 RD2376
 RD2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4603247926(NAD 83)
 RD2376_MARKER: 63 = STACK
 RD2376
 RD2376  HISTORY     - Date     Condition        Report By
 RD2376  HISTORY     - 1945     FIRST OBSERVED   CGS
 RD2376  HISTORY     - 1955     GOOD             WAHC
 RD2376  HISTORY     - 1961     GOOD             CGS
 RD2376  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RD2376
 RD2376                          STATION DESCRIPTION
 RD2376
 RD2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2376'THIS INTERSECTION STATION IS THE TALL BRICK STACK OF THE CROWN
 RD2376'WILLAMETTE PAPER COMPANY LOCATED IN THE SW SECTION OF CAMAS,
 RD2376'WASHINGTON.  IT IS THE LARGEST AND TALLEST BRICK STACK ON THE
 RD2376'COMPANY PROPERTY.
 RD2376
 RD2376                          STATION RECOVERY (1955)
 RD2376
 RD2376'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1955 (DLB)
 RD2376'USED BY THE WASHINGTON
 RD2376'DEPARTMENT OF HIGHWAYS FOR ORIENTATION ONLY.  FOUND TO BE O.K.
 RD2376
 RD2376                          STATION RECOVERY (1961)
 RD2376
 RD2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD2376'THIS IS NOW THE PROPERTY OF CROWN ZELLERBACH CORPORATION.  AT THIS
 RD2376'LARGE PLANT THERE ARE 5 LARGE STACKS, BUT ONLY ONE BRICK STACK.
 RD2376
 RD2376                          STATION RECOVERY (1984)
 RD2376
 RD2376'RECOVERY NOTE BY US POWER SQUADRON 1984 (ECF)
 RD2376'THIS INTERSECTION STATION NO LONGER EXISTS SINCE THERE ARE NO LONGER
 RD2376'ANY BRICK STACKS AT THIS LARGE PLANT.  THE FOOT NOTE TO THE
 RD2376'DESCRIPTION READS THIS IS NOW THE PROPERTY OF CROWN ZELLER BACK
 RD2376'CORPORATION.  AT THIS LARGE PLANT THERE ARE 5 LARGE STACKS, BUT
 RD2376'ONLY ONE BRICK STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2331 ***********************************************************************
 RD2331  DESIGNATION -  CAMAS RESET
 RD2331  PID         -  RD2331
 RD2331  STATE/COUNTY-  WA/CLARK
 RD2331  USGS QUAD   -  CAMAS (1993)
 RD2331
 RD2331                         *CURRENT SURVEY CONTROL
 RD2331  ___________________________________________________________________
 RD2331* NAD 83(1991)-  45 35 15.16307(N)    122 26 19.60029(W)     ADJUSTED  
 RD2331* NAVD 88     -       227.     (meters)     745.     (feet)  VERTCON   
 RD2331  ___________________________________________________________________
 RD2331  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 RD2331  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 RD2331
 RD2331  HORZ ORDER  -  FIRST
 RD2331
 RD2331.The horizontal coordinates were established by classical geodetic methods
 RD2331.and adjusted by the National Geodetic Survey in December 1991..
 RD2331
 RD2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2331
 RD2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2331
 RD2331.The geoid height was determined by GEOID03.
 RD2331
 RD2331;                    North         East     Units Scale Factor Converg.
 RD2331;SPC WA S     -    30,115.756   348,709.324   MT  1.00006476   -1 24 30.0
 RD2331;SPC WA S     -    98,804.78  1,144,057.17   sFT  1.00006476   -1 24 30.0
 RD2331;SPC OR N     -   215,268.638 2,348,730.317   MT  0.99992127   -1 22 29.8
 RD2331;SPC OR N     -   706,261.94  7,705,808.13   iFT  0.99992127   -1 22 29.8
 RD2331;UTM  10      - 5,048,375.766   543,778.475   MT  0.99962356   +0 24 03.2
 RD2331
 RD2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2331!SPC WA S     -   0.99996795  x   1.00006476  =   1.00003270
 RD2331!SPC OR N     -   0.99996795  x   0.99992127  =   0.99988922
 RD2331!UTM  10      -   0.99996795  x   0.99962356  =   0.99959152
 RD2331
 RD2331:                Primary Azimuth Mark                     Grid Az
 RD2331:SPC WA S     -  WASHOUGAL LIGHT                          109 00 41.5
 RD2331:SPC OR N     -  WASHOUGAL LIGHT                          108 58 41.3
 RD2331:UTM  10      -  WASHOUGAL LIGHT                          107 12 08.3
 RD2331
 RD2331|---------------------------------------------------------------------|
 RD2331| PID    Reference Object                     Distance      Geod. Az  |
 RD2331|                                                           dddmmss.s |
 RD2331| RD2286 WASHOUGAL LIGHT                     APPROX. 6.6 KM 1073611.5 |
 RD2331| CE2376 CAMAS AZ MK                                        1075800.6 |
 RD2331| RD2375 TRANSMISSION TR S SIDE LADY IS      APPROX. 2.8 KM 1295021.1 |
 RD2331| RD2374 TRANSM TOWER MIDSTREAM APEX         APPROX. 3.1 KM 1350508.2 |
 RD2331| RD2373 TRANSM TWR S SIDE COL RIV APEX      APPROX. 3.3 KM 1393132.6 |
 RD2331| RD2342 TROUTDALE BISSINGER CO ELEV TK      APPROX. 6.5 KM 1401430.5 |
 RD2331| RD2316 TROUTDALE MULTNOMAH CO FARM TK      APPROX. 6.2 KM 1562029.6 |
 RD2331| RD2334 FAIRVIEW DAIRY ELEVATED TANK        APPROX. 5.9 KM 1814136.2 |
 RD2331| CE2377 CAMAS AZ MK 2                                      2183827.8 |
 RD2331| RD2911 PORTLAND CITY RAD KON 392 MAST      APPROX.13.2 KM 2225803.4 |
 RD2331| RD2914 PORTLAND CO RAD KOE 808 MAST        APPROX.11.2 KM 2421100.8 |
 RD2331| CE2378 CAMAS RM 1                           38.200 METERS 24346     |
 RD2331| RD4330 CAMAS RM 3                           17.173 METERS 30032     |
 RD2331| CE2379 CAMAS RM 2                           17.510 METERS 34532     |
 RD2331|---------------------------------------------------------------------|
 RD2331
 RD2331                          SUPERSEDED SURVEY CONTROL
 RD2331
 RD2331  NAD 83(1991)-  45 35 15.16307(N)    122 26 19.60029(W) AD(       ) 1
 RD2331  NAD 83(1986)-  45 35 15.17825(N)    122 26 19.60370(W) AD(       ) 1
 RD2331  NAD 27      -  45 35 15.74387(N)    122 26 15.27023(W) AD(       ) 1
 RD2331  NGVD 29 (07/19/86)  226.     (m)          741.     (f) VERT ANG       
 RD2331
 RD2331.Superseded values are not recommended for survey control.
 RD2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2331.See file dsdata.txt to determine how the superseded data were derived.
 RD2331
 RD2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4377848376(NAD 83)
 RD2331_MARKER: DS = TRIANGULATION STATION DISK
 RD2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD2331_STAMPING: CAMAS 1938 1956
 RD2331_MARK LOGO: CGS   
 RD2331_PROJECTION: FLUSH
 RD2331_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2331+STABILITY: SURFACE MOTION
 RD2331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2331+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1986
 RD2331
 RD2331  HISTORY     - Date     Condition        Report By
 RD2331  HISTORY     - 1956     MONUMENTED       CGS
 RD2331  HISTORY     - 1960     GOOD             CGS
 RD2331  HISTORY     - 1961     GOOD             CGS
 RD2331  HISTORY     - 1969     GOOD             CGS
 RD2331  HISTORY     - 1979     GOOD             NGS
 RD2331  HISTORY     - 1983     GOOD             ORHD
 RD2331  HISTORY     - 1984     GOOD             USPSQD
 RD2331  HISTORY     - 19860107 GOOD             NGS
 RD2331
 RD2331                          STATION DESCRIPTION
 RD2331
 RD2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (JBW)
 RD2331'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 RD2331'DESCRIBED IN THE 1941 DESCRIPTION.  A SURFACE STATION MARK (THIS
 RD2331'MAKES THREE STATION MARKS AT THIS POINT) THAT IS STAMPED CAMAS 1938
 RD2331'1956 WAS SET.  THIS MARK PROJECTS ABOUT 2 IN. ABOVE THE GROUND.  THE
 RD2331'DIRECTIONS TO THE REFERENCE MARKS COULD NOT BE VERIFIED DUE TO THE
 RD2331'LACK OF DATA.  AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 RD2331'
 RD2331'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S THENCE E ON THE
 RD2331'LANE LEADING UP TO THE STATION FOR 0.1 MI. TO ITS INTERSECTION WITH
 RD2331'A PAVED ROAD.  CONTINUE AHEAD (E) AND GO 81 FT. TO THE AZIMUTH MARK
 RD2331'AND A WHITE WITNESS POST ON THE RIGHT (S) SIDE OF THE ROAD.
 RD2331'
 RD2331'THE AZIMUTH MARK, A STANDARD DISK, STAMPED CAMAS 1956, IS SET IN A
 RD2331'ROUND CONCRETE CYLINDER THAT PROJECTS 2 IN. ABOVE THE GROUND.  IT
 RD2331'IS 20.5 FT. W OF A ROAD LEADING S, 19 FT. S OF THE APPROXIMATE CENTER
 RD2331'OF A PAVED ROAD, 2 FT. N OF A POWERLINE POLE, AND 18 IN. S OF A
 RD2331'WHITE WITNESS POST.
 RD2331'
 RD2331'OBSERVATIONS WERE TAKEN FROM A 103-FT. STEEL TOWER.
 RD2331
 RD2331                          STATION RECOVERY (1960)
 RD2331
 RD2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD2331'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 RD2331'
 RD2331'REACHED FROM THE CENTER PART OF CAMAS, WASHINGTON BY GOING WEST ON
 RD2331'U.S. HIGHWAY 830, TOWARDS VANCOUVER, FOR 3-MILES TO A Y ROAD ON THE
 RD2331'RIGHT, NORTH.  THIS IS 10-MILES EAST OF THE NORTH END OF THE
 RD2331'VANCOUVER-PORTLAND BRIDGE.  GO UP GRADE AS PER SIGN PRUNE HILL, ON
 RD2331'CLARK COUNTY ROAD 122 FOR 0.7 MILE TO A FORK, KEEP RIGHT STILL ON
 RD2331'CLARK COUNTY ROAD 122, GO 1.2 MILES TO LESTER HAIGHTS MAIL BOX, TURN
 RD2331'LEFT, WEST, UPGRADE FOR 0.05 MILE TO MR HAIGHT HOME AND THE
 RD2331'STATION THAT IS 55-FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 RD2331'HOUSE.  THE MARK PROJECTS ABOUT 6-INCHES ABOVE GROUND.
 RD2331
 RD2331                          STATION RECOVERY (1961)
 RD2331
 RD2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2331'THE STATION WAS RECOVERED, AND THE STATION MARK AND REFERENCE MARKS
 RD2331'NOS. 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE DISTANCE AND
 RD2331'DIRECTION OF THE REFERENCE MARKS CHECKED.  AN AZIMUTH MARK WAS
 RD2331'ESTABLISHED AT THIS STATION.  A NEW TO REACH FOLLOWS.
 RD2331'
 RD2331'TO REACH FROM THE INTERSECTION OF NE ADAMS STREET AND NE 6TH AVENUE
 RD2331'IN CAMAS, GO WEST ON U.S. HIGHWAY 830 FOR 3.25 MILES TO CLARK COUNTY
 RD2331'ROAD NO. 122.  TURN RIGHT AS PER SIGN AND GO NORTH FOR 0.6 MILE TO
 RD2331'A FORK.  KEEP RIGHT FORK AND GO 0.8 MILE TO A SIDE ROAD ON THE RIGHT.
 RD2331'(TURN RIGHT FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 RD2331'CONTINUE FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT FOR
 RD2331'0.15 MILE TO THE STATION.
 RD2331'
 RD2331'THE STATION MARK IS A STANDARD DISK STAMPED CAMAS 1938 1956, SET IN
 RD2331'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 RD2331'GROUND SURFACE.  IT IS 126 FEET NORTHEAST OF THE WITNESS POST, 47
 RD2331'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, AND 34 FEET EAST
 RD2331'OF THE CENTER OF A GRAVELED ROAD.
 RD2331'
 RD2331'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CAMAS NO 1 1938,
 RD2331'SET IN THE TOP OF A 4-INCH CAST-IRON SOIL PIPE FILLED WITH CONCRETE.
 RD2331'IT IS 155 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 12 FEET EAST
 RD2331'OF A WIRE FENCE, AND 1.5 FEET NORTH OF THE WITNESS POST.
 RD2331'
 RD2331'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CAMAS NO 2 1938,
 RD2331'SET IN THE TOP OF A 4-INCH CAST-IRON SOIL PIPE FILLED WITH CONCRETE.
 RD2331'IT IS 40 FEET WEST OF THE CENTER OF A GRAVELED ROAD, AND 1 FOOT
 RD2331'NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
 RD2331'
 RD2331'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAMAS 1961, SET IN THE
 RD2331'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 RD2331'IT IS 16 FEET WEST OF THE CENTER OF A MACADAM ROAD, 5 FEET EAST OF
 RD2331'A WIRE FENCE, AND 3.7 FEET EAST OF THE WITNESS POST.
 RD2331
 RD2331                          STATION RECOVERY (1969)
 RD2331
 RD2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RD2331'THE STATION MARK, STAMPED CAMAS 1938 1956, REFERENCE MARK NO. 1,
 RD2331'STAMPED CAMAS NO 1 1938, REFERENCE MARK NO. 2, STAMPED CAMAS NO 2
 RD2331'1938 AND THE AZIMUTH MARK, STAMPED CAMAS 1961 WERE RECOVERED AS
 RD2331'DESCRIBED.  THE STATION IS ON PROPERTY OWNED BY MR. R. B. HAIGHT.
 RD2331
 RD2331                          STATION RECOVERY (1979)
 RD2331
 RD2331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RD2331'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 RD2331'FOUND IN GOOD CONDITION.  THE STATION WAS RECOVERED AS A POSSIBLE
 RD2331'AZIMUTH FOR B-7 1945 BUT IS OBSTRUCTED.  NO OBSERVATION AT THIS
 RD2331'DATE.  A NEW TO REACH FOLLOWS
 RD2331'
 RD2331'THE STATION IS LOCATED ABOUT 1.5 MILE WEST OF CAMAS IN THE FRONT LAWN
 RD2331'OF THE R B HAIGHT HOME.
 RD2331'
 RD2331'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND STATE
 RD2331'HIGHWAY 500 (S.E. UNION ST) IN CAMAS GO WESTERLY ON STATE HIGHWAY 14
 RD2331'FOR 11.1 MILES TO A SIDEROAD RIGHT, (S E BRADY ROAD) TURN RIGHT AND
 RD2331'GO EASTERLY ON SE BRADY ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT (SE MC
 RD2331'INTOSH ROAD).  TUR RIGHT AND GO SOUTHEAST ON S.E. MC INTOSH ROAD FOR
 RD2331'1.1 MILE TO A DRIVEWAY LEFT AND A MAILBOX ON THE RIGHT (R B HAIGHT
 RD2331'22718 SE MC INTOSH)--TURN LEFT ONTO THE DRIVEWAY FOR 0.15 MILE TO THE
 RD2331'HAIGHT HOME AND THE STATION IN THE SOUTHEAST CORNER OF THE LAWN.
 RD2331'
 RD2331'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 RD2331'STAMPED---CAMAS 1938 1956---SET INTO THE TOP OF A SQUARE CONCRETE
 RD2331'MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND.
 RD2331'
 RD2331'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RD2331'NOS) DISK STAMPED---CAMAS NO 1 1938---SET IN THE TOP OF A SOIL PIPE
 RD2331'FILLED WITH CONCRETE PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.
 RD2331'
 RD2331'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RD2331'NOS) DISK STAMPED---CAMAS NO 2 1938---SET IN THE TOP OF A SOIL PIPE
 RD2331'FILLED WITH CONCRETE THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 RD2331'
 RD2331'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 RD2331
 RD2331                          STATION RECOVERY (1983)
 RD2331
 RD2331'RECOVERY NOTE BY OREGON HIGHWAY DEPARTMENT 1983 (JDU)
 RD2331'THE STATION WAS RECOVERED AT THIS DATE.
 RD2331'REFERENCE MARKS 1 AND 3 WERE RECOVERED AT THIS TIME.  THE AZIMUTH
 RD2331'MARK 3 WAS NOT SEARCHED FOR.  REFERENCE MARK 3 WAS POSITIONED USING
 RD2331'THE 1980 LENGTH AND DIRECTION.  THE 1980 DESCRIPTION IS ADEQUATE FOR
 RD2331'RECOVERY.
 RD2331
 RD2331                          STATION RECOVERY (1984)
 RD2331
 RD2331'RECOVERY NOTE BY US POWER SQUADRON 1984 (ECF)
 RD2331'CAMAS STATION MARK 1938 1956 FOUND GOOD.  NEW TO REACH
 RD2331'DESCRIPTION--
 RD2331'
 RD2331'FROM NE 6TH AVE AND NE ADAMS ST GO W ON NE 6TH AVE AND STATE HIGHWAY
 RD2331'14 FOR 3.1 MILES TO SE BRADY ROAD ON R.  TURN R ON SE BRADY ROAD FOR
 RD2331'0.6 MILE TO Y BEAR R ON SE MCINTOSH ROAD FOR 1.2 MILES TO GRAVEL
 RD2331'ROAD L, TURN L FOR 0.1 MILE TO PRIVATE DRIVEWAY R AND STATION ON
 RD2331'R.  OTHER MEASUREMENTS OF PREVIOUS DESCRIPTION ARE CORRECT.
 RD2331'
 RD2331'THE WITNESS POST FOR THIS AZIMUTH MARK WAS FOUND IN POOR CONDITION.
 RD2331'THE STATION DISK AND CONCRETE POST IT WAS SET IN HAVE BEEN
 RD2331'DESTROYED.
 RD2331'
 RD2331'NEW TO REACH FOR THIS LOCATION--FROM THE TRIANGULATION STATION GO E
 RD2331'ON GRAVEL ROAD FOR 0.1 MILE.  TURN R ON SE MCINTOSH ROAD FOR 0.4 MILE
 RD2331'TO SE BLAKE ROAD.  TURN L ON S.E. BLAKE ROAD FOR 0.15 MILE TO
 RD2331'STATION SITE AND WITNESS POST ON R.
 RD2331
 RD2331                          STATION RECOVERY (1986)
 RD2331
 RD2331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (LLR)
 RD2331'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2503 ***********************************************************************
 SC2503  DESIGNATION -  CAMEO 1952
 SC2503  PID         -  SC2503
 SC2503  STATE/COUNTY-  WA/PACIFIC
 SC2503  USGS QUAD   -  BAY CENTER (1994)
 SC2503
 SC2503                         *CURRENT SURVEY CONTROL
 SC2503  ___________________________________________________________________
 SC2503* NAD 83(1991)-  46 43 31.85586(N)    123 56 45.71882(W)     ADJUSTED  
 SC2503* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC2503  ___________________________________________________________________
 SC2503  LAPLACE CORR-          16.33  (seconds)                    DEFLEC99
 SC2503  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SC2503
 SC2503  HORZ ORDER  -  THIRD
 SC2503
 SC2503.The horizontal coordinates were established by classical geodetic methods
 SC2503.and adjusted by the National Geodetic Survey in December 1991..
 SC2503
 SC2503.The orthometric height was scaled from a topographic map.
 SC2503
 SC2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2503
 SC2503.The geoid height was determined by GEOID03.
 SC2503
 SC2503;                    North         East     Units Scale Factor Converg.
 SC2503;SPC WA S     -   160,494.549   236,674.802   MT  0.99991759   -2 30 11.5
 SC2503;SPC WA S     -   526,555.87    776,490.58   sFT  0.99991759   -2 30 11.5
 SC2503;UTM  10      - 5,175,096.919   427,709.984   MT  0.99966423   -0 41 19.7
 SC2503
 SC2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2503!SPC WA S     -   1.00000353  x   0.99991759  =   0.99992112
 SC2503!UTM  10      -   1.00000353  x   0.99966423  =   0.99966776
 SC2503
 SC2503                          SUPERSEDED SURVEY CONTROL
 SC2503
 SC2503  NAD 83(1991)-  46 43 31.85373(N)    123 56 45.71853(W) AD(       ) 3
 SC2503  NAD 83(1986)-  46 43 31.85354(N)    123 56 45.70621(W) AD(       ) 3
 SC2503  NAD 27      -  46 43 32.50700(N)    123 56 41.09300(W) AD(       ) 3
 SC2503
 SC2503.Superseded values are not recommended for survey control.
 SC2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2503.See file dsdata.txt to determine how the superseded data were derived.
 SC2503
 SC2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2771075097(NAD 83)
 SC2503_MARKER: Z = SEE DESCRIPTION
 SC2503_SETTING: 0 = UNSPECIFIED SETTING
 SC2503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2503
 SC2503  HISTORY     - Date     Condition        Report By
 SC2503  HISTORY     - 1952     MONUMENTED       CGS
 SC2503  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 SC2503  HISTORY     - 1966     SEE DESCRIPTION  RAYONI
 SC2503
 SC2503                          STATION DESCRIPTION
 SC2503
 SC2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2503'ON THE N SIDE OF WILLAPA BAY, ON THE E SIDE OF THE MOUTH OF CEDAR
 SC2503'RIVER, ABOUT 1-3/4 MI. NE OF TOKELAND, ON A ROUNDING POINT WITH A
 SC2503'HIGH BLUFF AND SCATTERED BOULDERS ALONG THE SHORELINE, 100 FT. SW OF
 SC2503'THE FACE OF THE BLUFF, 77 FT. SE OF THE LARGEST ROCK ON THE POINT, 54
 SC2503'FT. N-NW OF THE SE LARGE ROCK, 121 FT. NE OF THE W LARGE ROCK, ON A
 SC2503'ROCK ABOUT 10 FT. E AND W BY 5 FT. N AND S, AND ABOUT 3 FT. ABOVE
 SC2503'MEAN HIGH WATER.  A STANDARD DISK, STAMPED CAMEO 1952 AND CEMENTED
 SC2503'IN A DRILL HOLE IN A DEPRESSION IN TOP OF THE ROCK.
 SC2503'
 SC2503'THIS STATION WAS NOT OCCUPIED, BUT AN INSTRUMENT CAN BE SET UP OVER
 SC2503'THE STATION BUT SPACE AROUND IT IS VERY LIMITED.
 SC2503'
 SC2503'THE STATION CAN BE REACHED ONLY BY BOAT AT HIGH TIDE.
 SC2503
 SC2503                          STATION RECOVERY (1961)
 SC2503
 SC2503'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (HGC)
 SC2503'DESTROYED BY RECENT HIGHWAY CONSTRUCTION, ACCORDING TO MR. PAUL
 SC2503'BURCKHARD, WASHINGTON STATE HIGHWAY DEPT., 439 11TH ST., RAYMOND,
 SC2503'WASHINGTON.
 SC2503
 SC2503                          STATION RECOVERY (1966)
 SC2503
 SC2503'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1966
 SC2503'THE STATION WAS SEARCHED FOR, BUT NOT FOUND.  THE STATION MAY HAVE
 SC2503'BEEN DESTROYED DURING THE CONSTRUCTION OF SSH13-A (S.R. 105).  THERE
 SC2503'IS ONLY ONE LARGE ROCK IN THE TIDE-WATER BETWEEN CEDAR RIVER AND
 SC2503'HAWKS 2.  THERE WAS NO STATION ON THIS ROCK.  A DEPRESSION IN THE
 SC2503'ROCK AND A NAIL DRIVEN INTO THE ROCK WERE FOUND.  IT IS POSSIBLE
 SC2503'THE NAIL WAS ONE USED TO ANCHOR THE TARGET IN PLACE.  THE ROCK IS
 SC2503'RELATIVELY SOFT SANDSTONE AND THE STATION COULD HAVE BEEN WASHED
 SC2503'OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5448 ***********************************************************************
 SY5448  DESIGNATION -  CAMP
 SY5448  PID         -  SY5448
 SY5448  STATE/COUNTY-  WA/KITSAP
 SY5448  USGS QUAD   -  POULSBO (1981)
 SY5448
 SY5448                         *CURRENT SURVEY CONTROL
 SY5448  ___________________________________________________________________
 SY5448* NAD 83(1991)-  47 37 29.57036(N)    122 40 40.39878(W)     ADJUSTED  
 SY5448* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 SY5448  ___________________________________________________________________
 SY5448  LAPLACE CORR-         -14.31  (seconds)                    DEFLEC99
 SY5448  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 SY5448
 SY5448  HORZ ORDER  -  THIRD
 SY5448
 SY5448.The horizontal coordinates were established by classical geodetic methods
 SY5448.and adjusted by the National Geodetic Survey in December 1991..
 SY5448
 SY5448.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5448
 SY5448.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5448
 SY5448.The geoid height was determined by GEOID03.
 SY5448
 SY5448;                    North         East     Units Scale Factor Converg.
 SY5448;SPC WA N     -    71,136.916   361,370.694   MT  0.99997905   -1 22 23.9
 SY5448;SPC WA N     -   233,388.37  1,185,597.02   sFT  0.99997905   -1 22 23.9
 SY5448;UTM  10      - 5,274,658.893   524,201.723   MT  0.99960720   +0 14 16.7
 SY5448
 SY5448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5448!SPC WA N     -   1.00000319  x   0.99997905  =   0.99998224
 SY5448!UTM  10      -   1.00000319  x   0.99960720  =   0.99961039
 SY5448
 SY5448|---------------------------------------------------------------------|
 SY5448| PID    Reference Object                     Distance      Geod. Az  |
 SY5448|                                                           dddmmss.s |
 SY5448| CF7240 CAMP RM 2                            10.318 METERS 05620     |
 SY5448| CF7241 CAMP RM 3                            17.193 METERS 09119     |
 SY5448| SY5317 FAIRVIEW                            444.398 METERS 1650222.5 |
 SY5448| CF7239 CAMP RM 1                            32.169 METERS 18107     |
 SY5448| SY5380 LINDBERG                            APPROX. 2.4 KM 2501115.1 |
 SY5448| SY5440 SILVERDALE CITY WAREHSE S GAB       APPROX. 2.3 KM 3252341.3 |
 SY5448| SY5439 SILVERDALE CHURCH SPIRE             APPROX. 2.7 KM 3303048.9 |
 SY5448| SY5430 SILVERDALE HIGH SCHOOL FLAG         APPROX. 3.3 KM 3311150.8 |
 SY5448|---------------------------------------------------------------------|
 SY5448
 SY5448                          SUPERSEDED SURVEY CONTROL
 SY5448
 SY5448  NAD 83(1986)-  47 37 29.56579(N)    122 40 40.40516(W) AD(       ) 3
 SY5448  NAD 27      -  47 37 30.22700(N)    122 40 35.89600(W) AD(       ) 3
 SY5448  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 SY5448
 SY5448.Superseded values are not recommended for survey control.
 SY5448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5448.See file dsdata.txt to determine how the superseded data were derived.
 SY5448
 SY5448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2420274659(NAD 83)
 SY5448_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5448_SETTING: 80 = SET IN A BOULDER
 SY5448_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY5448
 SY5448  HISTORY     - Date     Condition        Report By
 SY5448  HISTORY     - 1935     MONUMENTED       CGS
 SY5448  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY5448  HISTORY     - 1964     SEE DESCRIPTION  LOCENG
 SY5448  HISTORY     - 1969     SEE DESCRIPTION  LOCENG
 SY5448
 SY5448                          STATION DESCRIPTION
 SY5448
 SY5448'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5448'LOCATED IN PUGET SOUND N AND W OF BREMERTON ON THE E SIDE OF
 SY5448'DYES INLET 1/4 MILE N OF THE DOCK AT FAIRVIEW ON THE BEACH IN
 SY5448'FRONT OF THE GENTLY SLOPING PROPERTY OWNED IN 1935 BY E.H. CAMP,
 SY5448'23 PACES SW OF THE N END OF A SMALL LAGOON PARALLEL TO THE BEACH
 SY5448'ON THE N PART OF THE PROPERTY, ON A 7-FOOT GRANITE BOULDER, THE
 SY5448'LARGEST IN THE VICINITY, 8 METERS INSIDE THE HIGH-WATER LINE
 SY5448'PROJECTING 2 FEET ABOVE THE BEACH AND 2 FEET BELOW HIGH WATER.
 SY5448'
 SY5448'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 SY5448'IN A BOULDER, AS DESCRIBED IN NOTE 4.
 SY5448'
 SY5448'REFERENCE MARK NO.1 AS DESCRIBED IN NOTE 12C, BY A STANDARD
 SY5448'BRONZE DISK SET ON A GRANITE BOULDER, 4 FEET LONG PROJECTING 2
 SY5448'FEET ABOVE THE BEACH 15 METERS INSIDE THE HIGH-WATER LINE AND S
 SY5448'OF THE STATION.
 SY5448'
 SY5448'REFERENCE MARK NO.2 AS DESCRIBED IN NOTE 12C, BY A STANDARD
 SY5448'BRONZE DISK SET ON A SMALL GRANITE BOULDER FLUSH WITH THE BEACH
 SY5448'IN THE HIGH-WATER LINE AND N OF THE STATION.
 SY5448
 SY5448                          STATION RECOVERY (1956)
 SY5448
 SY5448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY5448'THE STATION WAS RECOVERED AS DESCRIBED, WITH ONE EXCEPTION.  THE
 SY5448'STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 SY5448'CONDITION.  REFERENCE MARK 2 WAS FOUND UNDER A LARGE LOG FLOAT
 SY5448'WITH EVIDENCE OF HAVING BEEN DISTURBED.  IT WAS DESTROYED AND
 SY5448'REFERENCE MARK 3 WAS ESTABLISHED.
 SY5448'
 SY5448'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CAMP NO 3 1935.  IT
 SY5448'IS BRAZED TO A LENGTH OF 2-INCH SOIL PIPE SET IN THE GROUND AND
 SY5448'PROJECTS 8 INCHES.  THE MARK IS 4 FEET EAST OF THE EDGE OF A LOW
 SY5448'BANK AND 3 FEET WEST OF A WHITE WITNESS POST.  THE BANK IS AT A
 SY5448'LINE WHERE THE GRASS-COVERED SLOPE MEETS THE SANDY BEACH.
 SY5448
 SY5448                          STATION RECOVERY (1964)
 SY5448
 SY5448'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 SY5448'STATION WAS NOT RECOVERED.  IT WAS EITHER LOST OR COVERED WITH
 SY5448'DRIFT.
 SY5448'
 SY5448'REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD CONDITION.
 SY5448
 SY5448                          STATION RECOVERY (1969)
 SY5448
 SY5448'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (RM)
 SY5448'CAMP 1935 GOOD
 SY5448'
 SY5448'MARK IS 70 FEET + OR - SW OF THE END OF A OILED ROAD AT THE
 SY5448'BEACH.  WOULD BE UNDER WATER AT HIGH TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1128 ***********************************************************************
 SX1128  DESIGNATION -  CAMP
 SX1128  PID         -  SX1128
 SX1128  STATE/COUNTY-  WA/KITTITAS
 SX1128  USGS QUAD   -  STRAY GULCH (1966)
 SX1128
 SX1128                         *CURRENT SURVEY CONTROL
 SX1128  ___________________________________________________________________
 SX1128* NAD 83(1991)-  47 14 33.00265(N)    120 11 48.10568(W)     ADJUSTED  
 SX1128* NAVD 88     -      1106.0    (meters)    3629.     (feet)  VERTCON   
 SX1128  ___________________________________________________________________
 SX1128  LAPLACE CORR-         -15.88  (seconds)                    DEFLEC99
 SX1128  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 SX1128
 SX1128  HORZ ORDER  -  SECOND
 SX1128
 SX1128.The horizontal coordinates were established by classical geodetic methods
 SX1128.and adjusted by the National Geodetic Survey in December 1991..
 SX1128
 SX1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1128
 SX1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1128
 SX1128.The geoid height was determined by GEOID03.
 SX1128
 SX1128;                    North         East     Units Scale Factor Converg.
 SX1128;SPC WA S     -   212,255.802   522,963.002   MT  0.99998049   +0 13 13.1
 SX1128;SPC WA S     -   696,375.91  1,715,754.45   sFT  0.99998049   +0 13 13.1
 SX1128;SPC WA N     -    27,161.472   548,202.815   MT  1.00005797   +0 28 26.4
 SX1128;SPC WA N     -    89,112.26  1,798,562.07   sFT  1.00005797   +0 28 26.4
 SX1128;UTM  10      - 5,235,924.994   712,150.064   MT  1.00015317   +2 03 32.6
 SX1128
 SX1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1128!SPC WA S     -   0.99982975  x   0.99998049  =   0.99981024
 SX1128!SPC WA N     -   0.99982975  x   1.00005797  =   0.99988771
 SX1128!UTM  10      -   0.99982975  x   1.00015317  =   0.99998289
 SX1128
 SX1128|---------------------------------------------------------------------|
 SX1128| PID    Reference Object                     Distance      Geod. Az  |
 SX1128|                                                           dddmmss.s |
 SX1128| CF1189 CAMP RM 1                            11.928 METERS 02140     |
 SX1128| SX1120 AIRWAY BEACON W 1                   APPROX.16.2 KM 0335236.9 |
 SX1128| CF1190 CAMP RM 2                             8.942 METERS 14101     |
 SX1128| CF1188 CAMP AZ MK                                         2445739.1 |
 SX1128|---------------------------------------------------------------------|
 SX1128
 SX1128                          SUPERSEDED SURVEY CONTROL
 SX1128
 SX1128  NAD 83(1986)-  47 14 33.00938(N)    120 11 48.08957(W) AD(       ) 2
 SX1128  NAD 27      -  47 14 33.54600(N)    120 11 43.86800(W) AD(       ) 2
 SX1128  NGVD 29 (07/19/86) 1104.8    (m)         3625.     (f) VERT ANG       
 SX1128
 SX1128.Superseded values are not recommended for survey control.
 SX1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1128.See file dsdata.txt to determine how the superseded data were derived.
 SX1128
 SX1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1215035925(NAD 83)
 SX1128_MARKER: DS = TRIANGULATION STATION DISK
 SX1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1128+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 SX1128
 SX1128  HISTORY     - Date     Condition        Report By
 SX1128  HISTORY     - 1948     MONUMENTED       CGS
 SX1128  HISTORY     - 1957     GOOD             BPA
 SX1128  HISTORY     - 20060916 GOOD             GEOCAC
 SX1128
 SX1128                          STATION DESCRIPTION
 SX1128
 SX1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SX1128'THE STATION IS 10 MILES SOUTHWEST OF ROCK ISLAND, 9 MILES
 SX1128'NORTHWEST OF TRINIDAD, ON A RIDGE BETWEEN COLOCKUM AND TARPISCAN
 SX1128'CREEKS AND NEAR THE HEAD OF THE TWO CREEKS.  IT IS ON A ROUND
 SX1128'TOP KNOLL WITH A FEW TREES ON THE SOUTH AND EAST SIDES.
 SX1128'
 SX1128'THE STATION MARK, STAMPED CAMP 1948, IS SET IN A 10 BY 10 INCH
 SX1128'CONCRETE POST, PROJECTING 4 INCHES AND IS 9.0 FEET NORTH OF A
 SX1128'WITNESS POST.
 SX1128'
 SX1128'REFERENCE MARK NUMBER 1, STAMPED CAMP NO 1 1948, IS SET IN
 SX1128'THE WEST EDGE OF THE OUTCROPPING BEDROCK AND FLUSH WITH THE
 SX1128'GROUND.  IT IS 18 INCHES LOWER THAN THE STATION.
 SX1128'
 SX1128'REFERENCE MARK NUMBER 2, STAMPED CAMP NO 2 1948, IS SET IN
 SX1128'OUTCROPPING BEDROCK, FLUSH WITH THE GROUND AND 8 INCHES LOWER
 SX1128'THAN THE STATION.
 SX1128'
 SX1128'THE AZIMUTH MARK, STAMPED CAMP 1948, IS SET IN OUTCROPPING
 SX1128'BEDROCK, FLUSH WITH THE GROUND.
 SX1128'
 SX1128'IT IS 200 YARDS SOUTHWEST OF A FORK IN THE ROAD, 100 FEET WEST
 SX1128'OF THE MAIN ROAD AND 2.5 FEET SOUTH OF A 3 FOOT CAIRN.  TO
 SX1128'REACH FROM THE STATION, GO WEST SOUTHWEST DOWN THE ROAD FOR 0.5
 SX1128'MILE TO THE FORK AND THE AZIMUTH MARK.
 SX1128'
 SX1128'TO REACH THE STATION FROM THE BRIDGE OVER THE COLUMBIA RIVER IN
 SX1128'WENATCHEE, TURN LEFT, SOUTH AND FOLLOW PAVED ROAD ALONG THE WEST
 SX1128'SIDE OF THE RIVER FOR 3.9 MILES.  CONTINUE STRAIGHT AHEAD ON
 SX1128'LEFT FORK FOR 2.6 MILES.  BEAR RIGHT FOR 0.1 MILE, THEN LEFT AND
 SX1128'CONTINUE FOR 5.6 MILES.  CONTINUE STRAIGHT AHEAD ON RIGHT FORK
 SX1128'FOR 2.7 MILES.  TAKE RIGHT FORK UP THE CANYON AND GO 5.0
 SX1128'MILES.  TURN LEFT ACROSS A STREAM AND FOLLOW THE MAIN ROAD UP
 SX1128'STEEP GRADE FOR 3.5 MILES TO A FORK ALMOST AT THE TOP OF THE
 SX1128'SADDLE.  TAKE THE LEFT FORK AND GO 0.8 MILE TO THE TOP OF
 SX1128'SMALL KNOLL AND STATION.
 SX1128
 SX1128                          STATION RECOVERY (1957)
 SX1128
 SX1128'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1957
 SX1128'RECOVERED AS DESCRIBED EXCEPT THIS DESCRIPTION IS FROM THE OLD
 SX1128'BRIDGE, NO LONGER IN USE FOR TRAFFIC, AND FOLLOWS THE OLD
 SX1128'PAVED ROAD.
 SX1128
 SX1128                          STATION RECOVERY (2006)
 SX1128
 SX1128'RECOVERY NOTE BY GEOCACHING 2006 (TJW)
 SX1128'DESCRIPTION IS ADEQUATE COULD NOT LOCATE RM2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH5321 ***********************************************************************
 AH5321  DESIGNATION -  CAMP
 AH5321  PID         -  AH5321
 AH5321  STATE/COUNTY-  WA/KITSAP
 AH5321  USGS QUAD   -  
 AH5321
 AH5321                         *CURRENT SURVEY CONTROL
 AH5321  ___________________________________________________________________
 AH5321* NAD 83(1991)-  47 44 41.47486(N)    122 29 58.66782(W)     ADJUSTED  
 AH5321* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AH5321  ___________________________________________________________________
 AH5321  LAPLACE CORR-         -10.70  (seconds)                    DEFLEC99
 AH5321  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 AH5321
 AH5321  HORZ ORDER  -  SECOND
 AH5321
 AH5321.The horizontal coordinates were established by classical geodetic methods
 AH5321.and adjusted by the National Geodetic Survey in November 1998..
 AH5321
 AH5321.The orthometric height was scaled from a topographic map.
 AH5321
 AH5321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5321
 AH5321.The geoid height was determined by GEOID03.
 AH5321
 AH5321;                    North         East     Units Scale Factor Converg.
 AH5321;SPC WA N     -    84,166.953   375,054.477   MT  0.99996334   -1 14 26.1
 AH5321;SPC WA N     -   276,137.74  1,230,491.23   sFT  0.99996334   -1 14 26.1
 AH5321;UTM  10      - 5,288,063.682   537,508.982   MT  0.99961729   +0 22 13.3
 AH5321
 AH5321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5321!SPC WA N     -   1.00000245  x   0.99996334  =   0.99996579
 AH5321!UTM  10      -   1.00000245  x   0.99961729  =   0.99961974
 AH5321
 AH5321                          SUPERSEDED SURVEY CONTROL
 AH5321
 AH5321.No superseded survey control is available for this station.
 AH5321
 AH5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3750988064(NAD 83)
 AH5321_MARKER: DD = SURVEY DISK
 AH5321_SETTING: 0 = UNSPECIFIED SETTING
 AH5321_STAMPING: CAMP 1980
 AH5321_MARK LOGO: NOS   
 AH5321_PROJECTION: FLUSH
 AH5321_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5321
 AH5321  HISTORY     - Date     Condition        Report By
 AH5321  HISTORY     - 1980     MONUMENTED       NOS
 AH5321
 AH5321                          STATION DESCRIPTION
 AH5321
 AH5321'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (NCA)
 AH5321'THE STATION IS LOCATED ON THE NORTH SIDE OF PORT MADISON IN PUGET
 AH5321'SOUND, ABOUT 1.1 MI (1.8 KM) WEST OF POINT JEFFERSON AND 1.0 MI (1.6
 AH5321'KM) EAST OF INDIANOLA, IN A CLEAR DRY AREA ADJACENT TO A SALT MARSH ON
 AH5321'PROPERTY OWNED BY THE SEATTLE FIRST METHODIST CHURCH, AND KNOWN AS THE
 AH5321'SEATTLE METHODIST CHURCH CAMP. TO REACH STATION FROM THE INDIANOLA
 AH5321'POST OFFICE, GO EAST ON SHORE ROAD FOR 0.6 MI, TURN LEFT AND GO NORTH
 AH5321'ON GRAVEL ROAD 0.9 MI (1.4 KM) TO ITS END.  OBTAIN PERMISSION FROM THE
 AH5321'CARETAKER TO ENTER THE PROPERTY. STATION IS A DISK BRAZED TO A 2 FT
 AH5321'(0.6 M) LENGTH OF COPPER PIPE IMBEDDED IN THE GROUND.  THE STATION IS
 AH5321'465 FT (141.7 M) ON A TRUE BEARING OF 080 FROM THE FLAGPOLE, 22.5 FT
 AH5321'(6.9 M) SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD PARALLEL TO THE
 AH5321'SHORE, AND IS 75 FT (22.9 M) NORTH OF THE MEAN HIGH WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0693 ***********************************************************************
 SD0693  DESIGNATION -  CAMP 1929
 SD0693  PID         -  SD0693
 SD0693  STATE/COUNTY-  WA/JEFFERSON
 SD0693  USGS QUAD   -  HOH HEAD (1982)
 SD0693
 SD0693                         *CURRENT SURVEY CONTROL
 SD0693  ___________________________________________________________________
 SD0693* NAD 83(1991)-  47 45 19.56112(N)    124 26 47.40433(W)     ADJUSTED  
 SD0693* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SD0693  ___________________________________________________________________
 SD0693  LAPLACE CORR-           7.89  (seconds)                    DEFLEC99
 SD0693  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SD0693
 SD0693  HORZ ORDER  -  THIRD
 SD0693
 SD0693.The horizontal coordinates were established by classical geodetic methods
 SD0693.and adjusted by the National Geodetic Survey in December 1991..
 SD0693
 SD0693.The orthometric height was scaled from a topographic map.
 SD0693
 SD0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0693
 SD0693.The geoid height was determined by GEOID03.
 SD0693
 SD0693;                    North         East     Units Scale Factor Converg.
 SD0693;SPC WA N     -    90,348.659   229,203.926   MT  0.99996216   -2 41 24.3
 SD0693;SPC WA N     -   296,418.89    751,979.88   sFT  0.99996216   -2 41 24.3
 SD0693;UTM  10      - 5,290,131.432   391,589.611   MT  0.99974442   -1 04 15.3
 SD0693
 SD0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0693!SPC WA N     -   1.00000164  x   0.99996216  =   0.99996380
 SD0693!UTM  10      -   1.00000164  x   0.99974442  =   0.99974606
 SD0693
 SD0693:                Primary Azimuth Mark                     Grid Az
 SD0693:SPC WA N     -  DESTRUCTION ISLAND LH                    201 18 33.8
 SD0693:UTM  10      -  DESTRUCTION ISLAND LH                    199 41 24.8
 SD0693
 SD0693|---------------------------------------------------------------------|
 SD0693| PID    Reference Object                     Distance      Geod. Az  |
 SD0693|                                                           dddmmss.s |
 SD0693| SD0686 DESTRUCTION ISLAND LH               APPROX. 9.5 KM 1983709.5 |
 SD0693|---------------------------------------------------------------------|
 SD0693
 SD0693                          SUPERSEDED SURVEY CONTROL
 SD0693
 SD0693  NAD 83(1986)-  47 45 19.55382(N)    124 26 47.41773(W) AD(       ) 3
 SD0693  NAD 27      -  47 45 20.41600(N)    124 26 42.36800(W) AD(       ) 3
 SD0693
 SD0693.Superseded values are not recommended for survey control.
 SD0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0693.See file dsdata.txt to determine how the superseded data were derived.
 SD0693
 SD0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT9159090131(NAD 83)
 SD0693_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SD0693_SETTING: 66 = SET IN ROCK OUTCROP
 SD0693_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SD0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0693
 SD0693  HISTORY     - Date     Condition        Report By
 SD0693  HISTORY     - 1929     MONUMENTED       CGS
 SD0693  HISTORY     - 1930     SEE DESCRIPTION  CGS
 SD0693  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SD0693
 SD0693                          STATION DESCRIPTION
 SD0693
 SD0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RDH)
 SD0693'THE STATION IS ON THE FIRST ROCK POINT ABOUT 1/4 MILE N OF THE MOUTH
 SD0693'OF THE HOH RIVER.  IT IS ON A JUTTING POINT ABOUT HALF-WAY UP THE
 SD0693'ROCK SLOPE AND ON THE MIDDLE OF A DIRT SLIDE.  FROM THE STATION THE
 SD0693'RIGHT TANGENT OF DESTRUCTION ID. IS JUST OPEN ON THE LEFT TANGENT
 SD0693'OF A LARGE SQUARE-TOPPED PINNACLE ROCK WITH A GAP IN THE TOP OF IT.
 SD0693'THE INDIAN HOUSES JUST S OF THE HOH RIVER ARE JUST VISIBLE TO THE S.
 SD0693'
 SD0693'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SD0693'CONCRETE IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 3 AND 12B.
 SD0693'
 SD0693'TO GET BEDROCK IN WHICH TO PUT THE STATION MARK, A HOLE ABOUT 18
 SD0693'INCHES DEEP WAS DUG IN THE LOOSE DIRT AND SHALE.
 SD0693'
 SD0693'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 SD0693
 SD0693                          STATION RECOVERY (1930)
 SD0693
 SD0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (KTA)
 SD0693'STATION WAS RECOVERED AS DESCRIBED.  THE ROCK THAT THE STATION IS ON
 SD0693'WAS WHITE-WASHED FOR A HYDROGRAPHIC SIGNAL.
 SD0693
 SD0693                          STATION RECOVERY (1954)
 SD0693
 SD0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAS)
 SD0693'A SEARCH WAS MADE FOR THE STATION IN MAY 1954.  THERE IS EVIDENCE OF
 SD0693'CONSIDERABLE SLIDING, AND WE WERE UNABLE TO LOCATE THE STATION OR
 SD0693'REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3417 ***********************************************************************
 SY3417  DESIGNATION -  CAMP 2
 SY3417  PID         -  SY3417
 SY3417  STATE/COUNTY-  WA/PIERCE
 SY3417  USGS QUAD   -  VAUGHN (1994)
 SY3417
 SY3417                         *CURRENT SURVEY CONTROL
 SY3417  ___________________________________________________________________
 SY3417* NAD 83(1991)-  47 20 53.45051(N)    122 47 47.12757(W)     ADJUSTED  
 SY3417* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 SY3417  ___________________________________________________________________
 SY3417  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 SY3417  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 SY3417
 SY3417  HORZ ORDER  -  THIRD
 SY3417
 SY3417.The horizontal coordinates were established by classical geodetic methods
 SY3417.and adjusted by the National Geodetic Survey in December 1991..
 SY3417
 SY3417.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3417
 SY3417.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3417
 SY3417.The geoid height was determined by GEOID03.
 SY3417
 SY3417;                    North         East     Units Scale Factor Converg.
 SY3417;SPC WA S     -   226,486.445   326,504.941   MT  1.00000343   -1 40 05.2
 SY3417;SPC WA S     -   743,064.28  1,071,208.29   sFT  1.00000343   -1 40 05.2
 SY3417;SPC WA N     -    40,603.614   351,679.231   MT  1.00003178   -1 27 41.6
 SY3417;SPC WA N     -   133,213.69  1,153,800.94   sFT  1.00003178   -1 27 41.6
 SY3417;UTM  10      - 5,243,877.440   515,376.125   MT  0.99960291   +0 08 59.0
 SY3417
 SY3417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3417!SPC WA S     -   1.00000283  x   1.00000343  =   1.00000626
 SY3417!SPC WA N     -   1.00000283  x   1.00003178  =   1.00003461
 SY3417!UTM  10      -   1.00000283  x   0.99960291  =   0.99960574
 SY3417
 SY3417:                Primary Azimuth Mark                     Grid Az
 SY3417:SPC WA S     -  CAMP 2 AZ MK                             035 33 47.3
 SY3417:SPC WA N     -  CAMP 2 AZ MK                             035 21 23.7
 SY3417:UTM  10      -  CAMP 2 AZ MK                             033 44 43.1
 SY3417
 SY3417|---------------------------------------------------------------------|
 SY3417| PID    Reference Object                     Distance      Geod. Az  |
 SY3417|                                                           dddmmss.s |
 SY3417| CE3429 CAMP 2 AZ MK                                       0335342.1 |
 SY3417| CE3430 CAMP 2 RM 1                          19.051 METERS 08806     |
 SY3417| CE3431 CAMP 2 RM 2                          22.210 METERS 16644     |
 SY3417| SY3407 STRETCH IS N END DOCKHSE N GAB      APPROX. 2.8 KM 2242430.1 |
 SY3417| SY3419 DETROIT DOCK HOUSE EAST GABLE       APPROX. 3.3 KM 2332537.7 |
 SY3417|---------------------------------------------------------------------|
 SY3417
 SY3417                          SUPERSEDED SURVEY CONTROL
 SY3417
 SY3417  NAD 83(1986)-  47 20 53.44637(N)    122 47 47.13673(W) AD(       ) 3
 SY3417  NAD 27      -  47 20 54.10200(N)    122 47 42.62500(W) AD(       ) 3
 SY3417  NGVD 29 (07/19/86)    3.2    (m)           10.     (f) VERT ANG       
 SY3417
 SY3417.Superseded values are not recommended for survey control.
 SY3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3417.See file dsdata.txt to determine how the superseded data were derived.
 SY3417
 SY3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1537643877(NAD 83)
 SY3417_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3417
 SY3417  HISTORY     - Date     Condition        Report By
 SY3417  HISTORY     - 1934     MONUMENTED       CGS
 SY3417  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SY3417  HISTORY     - 1953     SEE DESCRIPTION  USGS
 SY3417  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY3417  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3417  HISTORY     - 1979     GOOD             NGS
 SY3417
 SY3417                          STATION DESCRIPTION
 SY3417
 SY3417'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY3417'LOCATED ON A GRAVEL SPIT EXTENDING OUT TO THE NORTHWARD FROM
 SY3417'THE POINT ON THE E SIDE OF CASE INLET SEPARATING VAUGHN BAY FROM
 SY3417'ROCKY BAY.  IT IS ABOUT 200 METERS N OF THIS POINT ON THE
 SY3417'OUTSIDE OF THE SPIT JUST INSIDE THE HIGH-WATER LINE.  ABOUT 100
 SY3417'FEET FROM THE OUTER EDGE OF THE LAGOON INSIDE THE SPIT.
 SY3417'
 SY3417'SURFACE MARK IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD
 SY3417'DISK IN A 10- BY 10- BY 24-INCH BLOCK OF CONCRETE PROJECTING 2
 SY3417'INCHES.  SUB-SURFACE MARK IS MARKED, AS DESCRIBED IN NOTE 7A, BY
 SY3417'A STANDARD DISK SET IN A MASS OF CONCRETE 36 INCHES DEEP.
 SY3417'
 SY3417'REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 11A, BY A STANDARD
 SY3417'DISK SET IN A 10- BY 10- BY 20-INCH BLOCK OF CONCRETE TO THE
 SY3417'EASTWARD CLOSE TO THE INSIDE EDGE OF THE HIGHER PART OF THE SPIT.
 SY3417
 SY3417                          STATION RECOVERY (1935)
 SY3417
 SY3417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3417'STATION FOUND WHERE DESCRIBED.  SURFACE MARK HAS BEEN WASHED OUT
 SY3417'AND LOST.  SUB-SURFACE MARK ORIGINALLY 36 INCHES DEEP IS NOW
 SY3417'EXPOSED AND BEDDED ONLY A FEW INCHES IN THE GRAVEL OF THE BEACH
 SY3417'AT HIGH-WATER LINE.  THE SURFACE MARK WAS NOT REPLACED, AS THE
 SY3417'GROUND IS NOT THERE TO SUPPORT IT.  OBSERVATIONS WERE MADE FROM
 SY3417'THE SUB-SURFACE MARK.
 SY3417'
 SY3417'REFERENCE MARK FOUND AS DESCRIBED AND IN GOOD CONDITION NEAR
 SY3417'THE LAGOON SIDE OF THE SPIT, APPROXIMATELY ON THE LINE TO THE SE
 SY3417'CORNER OF A FRAME HOUSE AND TO A 2-FOOT FIR TREE NEAR THE
 SY3417'HIGH-WATER LINE ON THE E SIDE OF THE LAGOON.
 SY3417
 SY3417                          STATION RECOVERY (1953)
 SY3417
 SY3417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 SY3417'CONCRETE BLOCK CONTAINING TABLET IS LOOSE AND ALMOST EXPOSED.
 SY3417
 SY3417                          STATION RECOVERY (1954)
 SY3417
 SY3417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY3417'THE SUB-SURFACE STATION MARK, AND REFERENCE MARK 1 WERE
 SY3417'RECOVERED AS DESCRIBED IN THE 1935 RECOVERY, AND FOUND TO BE IN
 SY3417'GOOD CONDITION.  A NEW SURFACE STATION MARK, ONE NEW REFERENCE
 SY3417'MARK, AND A NEW AZIMUTH MARK WERE SET.  THE SUB-SURFACE STATION
 SY3417'MARK WAS HELD INTACT, AND RE-MARKED 36 INCHES BELOW GROUND.
 SY3417'
 SY3417'A COMPLETE DESCRIPTION FOLLOWS--
 SY3417'
 SY3417'STATION IS ABOUT 2 MILES (AIRLINE) WEST OF THE VILLAGE OF KEY
 SY3417'CENTER, ON A SAND SPIT WHICH EXTENDS NORTHWARD FROM A POINT ON THE
 SY3417'EAST SIDE OF CASE INLET SEPARATING VAUGHN BAY FROM ROCKY BAY.
 SY3417'
 SY3417'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 SY3417'AND 14B IN PURDY, GO WESTERLY ON HIGHWAY 14B FOR 8.0 MILES TO A
 SY3417'CROSSROAD IN THE VILLAGE OF KEY CENTER.  TURN RIGHT, FOLLOWING
 SY3417'HIGHWAY 14B FOR 1.1 MILES TO A CROSSROAD.  KEEP STRAIGHT AHEAD,
 SY3417'GO 0.6 MILE TO A FORK, AT PUBLIC HALL.  TURN RIGHT, GO 0.1 MILE
 SY3417'TO A SIDE ROAD LEFT, (BAY VIEW ROAD).  TURN LEFT, GO 0.8 MILE TO
 SY3417'A FORK.  TAKE LEFT FORK, GO 0.1 MILE TO A FORK.  TAKE LEFT FORK,
 SY3417'GO 0.15 MILE TO THE END OF TRUCK TRAVEL, AT A BRICK HOUSE ON THE
 SY3417'WATER FRONT.  PACK NORTH ONTO SAND SPIT FOR ABOUT 100 YARDS TO THE
 SY3417'STATION.
 SY3417'
 SY3417'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO
 SY3417'NORTH FOR 0.15 MILE TO A FORK.  TAKE RIGHT FORK, GO 0.2 MILE
 SY3417'TO A SIDE ROAD LEFT.  TURN LEFT, GO 0.8 MILE TO A CROSSROAD.  TURN
 SY3417'LEFT, GO 0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT, GO 0.35
 SY3417'MILE TO A FORK AT A CATTLE GUARD.  CROSS CATTLE GUARD,
 SY3417'GO 0.3 MILE TO FARM HOUSE.  PASS TO THE LEFT OF FARM HOUSE,
 SY3417'AND FOLLOW A TRACK ROAD FOR 0.1 MILE TO THE AZIMUTH MARK.
 SY3417'
 SY3417'STATION MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS, AND
 SY3417'STAMPED CAMP 2 1934 1954.  THE SURFACE STATION MARK, A 12-INCH
 SY3417'SQUARE CONCRETE POST, IS ABOUT 500 FEET NORTH OF THE SOUTH END
 SY3417'OF SPIT, JUST INSIDE THE HIGH-WATER LINE, AND 12 FEET WEST OF A
 SY3417'STANDARD WITNESS POST.  THE MARK PROJECTS 2 INCHES.  THE
 SY3417'UNDER-GROUND STATION MARK IS SET IN AN IRREGULAR MASS OF
 SY3417'CONCRETE 36 INCHES BELOW GROUND.
 SY3417'
 SY3417'REFERENCE MARK 1, A STANDARD DISK SET IN A 10-INCH SQUARE
 SY3417'CONCRETE POST, AND STAMPED 1 1934, IS ON THE EASTERN EDGE OF
 SY3417'SPIT, ABOUT ON LINE OF SITE FROM STATION TO THE SOUTHEAST CORNER
 SY3417'OF A FRAME HOUSE.  THE MARK PROJECTS 1 INCH ABOVE GROUND.
 SY3417'
 SY3417'REFERENCE MARK 2, A STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE
 SY3417'POST, AND STAMPED CAMP 2 NO 2 1934 1954, IS NEAR THE MIDDLE OF SPIT
 SY3417'JUST WEST OF A FOOT PATH.  THE MARK PROJECTS 3 INCHES ABOVE GROUND.
 SY3417'
 SY3417'AZIMUTH MARK, A STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE
 SY3417'POST, AND STAMPED CAMP 2 1934 1954, IS ABOUT 1/2 MILE NORTH OF
 SY3417'THE STATION, ON THE EASTERN SHORE OF BAY, 300 FEET NORTHWEST OF A
 SY3417'WINDMILL TOWER, 2 FEET EAST OF A POWER LINE POLE, AND 2 FEET SOUTH
 SY3417'OF A STANDARD WITNESS POST.  THE MARK PROJECTS 4 INCHES
 SY3417'ABOVE GROUND.
 SY3417'
 SY3417'NOTE--A 4 FT. STAND WAS USED.
 SY3417
 SY3417                          STATION RECOVERY (1966)
 SY3417
 SY3417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3417'THE STATION MARK, THE TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE
 SY3417'RECOVERED AS DESCRIBED BY R.A.G. IN 1954, (PAGE 10, BOOK 1181)
 SY3417'EXCEPT THAT THE ROADS HAVE CHANGED SOMEWHAT.
 SY3417'
 SY3417'REFERENCE MARK NO. 2 IS 20 YARDS NORTH OF THE POINT WHERE THE
 SY3417'SAND SPIT BEGINS TO WIDEN OUT AND 3 YARDS WEST OF THE FOOT PATH.
 SY3417'
 SY3417'TO REACH FROM THE CAUTION LIGHT IN KEY CENTER, GO WEST 0.05
 SY3417'MILE TO A Y, KEEP RIGHT ON STATE HIGHWAY 302 AND GO 1.15 MILES
 SY3417'TO A CROSSROAD, KEEP STRAIGHT AHEAD ON BLACKTOP ROAD AND GO WEST
 SY3417'0.55 MILE, TURN RIGHT AND GO NORTH 0.1 MILE, TURN LEFT AND GO
 SY3417'WEST 0.95 MILE TO A Y AND THE END OF THE BLACKTOP*.  KEEP LEFT
 SY3417'AND GO WEST 0.1 MILE TO A Y, KEEP LEFT 0.2 MILE TO THE END OF
 SY3417'THE ROAD AT THE BEACH.  WALK SOUTH ABOUT 100 YARDS TO THE
 SY3417'SOUTHERN END OF THE SAND SPIT, THEN NORTHERLY ON THE FOOT PATH
 SY3417'ALONG THE SAND SPIT FOR ABOUT 150 YARDS TO THE STATION ABOUT
 SY3417'45 YARDS BEYOND THE POINT WHERE THE SAND SPIT BEGINS TO
 SY3417'WIDEN.
 SY3417'
 SY3417'*TO REACH THE AZIMUTH MARK FROM THE Y AT THE END OF THE BLACKTOP
 SY3417'ROAD, KEEP RIGHT AND GO NORTH 0.05 MILE TO A Y, KEEP RIGHT AND GO
 SY3417'0.3 MILE TO A BLACKTOP ROAD STRAIGHT AHEAD AND TO THE RIGHT,
 SY3417'CONTINUE STRAIGHT AHEAD 0.25 MILE TO A CROSSROAD, TURN LEFT AND
 SY3417'GO 0.25 MILE TO A ROAD LEFT, TURN LEFT AND FOLLOW THE BLACKTOP
 SY3417'ROAD 0.4 MILE TO A DRIVEWAY ON THE LEFT AND A MAILBOX, (NO.
 SY3417'4659), TURN LEFT ON THE DRIVEWAY AND GO 0.2 MILE TO THE MR. F. R.
 SY3417'TITCOMB RESIDENCE, (A LARGE, LOW, WHITE HOUSE), PASS TO THE LEFT
 SY3417'OF THE HOUSE AND GO WEST ABOUT 100 YARDS TO A WINDMILL TOWER
 SY3417'ON THE LEFT SIDE OF THE TRACK ROAD, CONTINUE WEST ABOUT 35
 SY3417'YARDS, TURN RIGHT AND GO NORTH ALONG A POWER LINE BY THE BEACH
 SY3417'ABOUT 100 YARDS TO THE SECOND POWER POLE AND THE AZIMUTH MARK,
 SY3417'2 FEET EAST OF THE POLE.
 SY3417
 SY3417                          STATION RECOVERY (1979)
 SY3417
 SY3417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SY3417'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK SET
 SY3417'IN 1954 WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 SY3417'TO THE REFERENCE MARKS AND THE AZIMUTH MARK COMPARED FAVORABLY WITH
 SY3417'THE 1954 DATA.  DUE TO CHANGES IN THE AREA A NEW DESCRIPTION FOLLOWS--
 SY3417'
 SY3417'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF HOME, 1 MILE WEST OF
 SY3417'VAUGHN AND ON A SAND SPIT THAT EXTENDS NORTH FROM A POINT ON THE EAST
 SY3417'SIDE OF CASE INLET JUST NORTH OF VAUGHN BAY, IN SEC 34 T22N R1W.
 SY3417'
 SY3417'TO REACH THE STATION FROM THE POST OFFICE IN VAUGHN GO WEST ON THE
 SY3417'SURFACED ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT, VAN SLYKE ROAD.
 SY3417'TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A SIDE ROAD LEFT, BAY VIEW
 SY3417'RD.  TURN LEFT AND GO WEST FOR 0.8 MILE TO A FORK TAKE THE LEFT FORK
 SY3417'AND GO SOUTHWEST FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AS PER
 SY3417'SIGN (OHLSON) AND GO SOUTHWEST DOWNHILL FOR 0.1 MILE TO A FORK.  TAKE
 SY3417'THE LEFT FORK AND CONTINUE DOWN HILL FOR 0.1 MILE TO A WHITE HOUSE.
 SY3417'WALK NORTH ON THE SAND SPIT TO THE 2ND PRIVATE BEACH SIGN AND THE
 SY3417'STATION.
 SY3417'
 SY3417'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SY3417'STAMPED---CAMP 2 1934 1954---SET INTO THE TOP OF A SQUARE CONCRETE
 SY3417'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 10 CM (4 INCHES) ABOVE
 SY3417'THE GROUND LOCATED 3.7 METERS (12 FEET) W FROM A 4X4 WITNESS POST IN
 SY3417'AN AREA OF DECAYING DRIFT LOG.
 SY3417'
 SY3417'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SY3417'NOS) DISK STAMPED---1 1934---SET INTO THE TOP OF A SQUARE CONCRETE
 SY3417'MONUMENT 25 CM (10 INCHES) ON SIDE PROJECTING 3 CM (1 INCH) ABOVE THE
 SY3417'GROUND LOCATED 15.2 METERS (50 FEET) E FROM THE 4X4 WITNESS POST ON
 SY3417'THE EAST EDGE OF THE SAND SPIT AND 0.3 METER (1 FOOT) HIGHER THAN THE
 SY3417'STATION.
 SY3417'
 SY3417'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SY3417'NOS) DISK STAMPED---CAMP 2 NO 2 1934 1954---SET INTO THE TOP OF A
 SY3417'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 5 CM (2
 SY3417'INCHES) ABOVE THE GROUND LOCATED 18.3 METERS (60 FEET) S FROM THE 4X4
 SY3417'WITNESS POST, 0.6 METER (2 FEET) E FROM THE PATH ALONG THE SAND SPIT,
 SY3417'AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 SY3417'
 SY3417'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SY3417'NOS) DISK STAMPED---CAMP 2 1934 1954---SET INTO THE TOP OF A SQUARE
 SY3417'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 5 CM (2
 SY3417'INCHES) ABOVE THE GROUND LOCATED 0.6 METER (2 FEET) E FROM A
 SY3417'POWERLINE POLE AND 0.6 METER (2 FEET) S FROM A 4X4 WITNESS POST.
 SY3417'
 SY3417'TO REACH THE AZIMUTH MARK FROM THE STATION GO NE FOR 0.1 MILE TO A
 SY3417'FORK, TAKE THE RIGHT FORK UPHILL FOR 0.1 MILE TO A FORK TAKE THE
 SY3417'RIGHT FORK NORTH EAST FOR 0.1 MILE TO A FORK TAKE THE LEFT FORK, THE
 SY3417'MAIN ROAD NORTH FOR 0.1 MILE TO WHERE THE ROAD TURNS EAST.  CONTINUE
 SY3417'AHEAD ON THE MAIN ROAD FOR 0.5 MILE TO A CROSSROAD TURN LEFT AND GO
 SY3417'NORTH ON BLISS-COCHRANE ROAD 0.3 MILE TO A SIDE ROAD LEFT BOND ROAD.
 SY3417'TURN LEFT AND GO WEST AND THEN NORTH FOR 0.4 MILE TO A DRIVEWAY ON
 SY3417'THE LEFT AND MAIL BOX OF DE LOWERY 4659.  TURN LEFT AND GO SOUTHWEST
 SY3417'ON THE DRIVE WAY FOR 0.2 MILE TO A LARGE WHITE HOUSE.  CONTINUE AHEAD
 SY3417'ON THE TRACK ROAD FOR 0.1 MILE THROUGH THE ORCHARD TO THE 2ND POWER
 SY3417'POLE NORTH OF THE GARDEN AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1016 ***********************************************************************
 SB1016  DESIGNATION -  CAMP CREEK
 SB1016  PID         -  SB1016
 SB1016  STATE/COUNTY-  WA/LEWIS
 SB1016  USGS QUAD   -  TOWER ROCK (1994)
 SB1016
 SB1016                         *CURRENT SURVEY CONTROL
 SB1016  ___________________________________________________________________
 SB1016* NAD 83(1991)-  46 26 54.99154(N)    121 50 06.51561(W)     ADJUSTED  
 SB1016* NAVD 88     -       405.2    (meters)    1329.     (feet)  VERTCON   
 SB1016  ___________________________________________________________________
 SB1016  LAPLACE CORR-           8.98  (seconds)                    DEFLEC99
 SB1016  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 SB1016
 SB1016  HORZ ORDER  -  SECOND
 SB1016
 SB1016.The horizontal coordinates were established by classical geodetic methods
 SB1016.and adjusted by the National Geodetic Survey in December 1991..
 SB1016
 SB1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1016
 SB1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1016
 SB1016.The geoid height was determined by GEOID03.
 SB1016
 SB1016;                    North         East     Units Scale Factor Converg.
 SB1016;SPC WA S     -   124,830.464   397,427.792   MT  0.99991742   -0 58 11.4
 SB1016;SPC WA S     -   409,547.95  1,303,894.35   sFT  0.99991742   -0 58 11.4
 SB1016;UTM  10      - 5,144,552.136   589,465.534   MT  0.99969839   +0 50 39.5
 SB1016
 SB1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1016!SPC WA S     -   0.99993964  x   0.99991742  =   0.99985707
 SB1016!UTM  10      -   0.99993964  x   0.99969839  =   0.99963805
 SB1016
 SB1016|---------------------------------------------------------------------|
 SB1016| PID    Reference Object                     Distance      Geod. Az  |
 SB1016|                                                           dddmmss.s |
 SB1016| CF4185 CAMP CREEK RM 1                      12.218 METERS 03054     |
 SB1016| CF4186 CAMP CREEK RM 2                       6.607 METERS 11401     |
 SB1016| SB1014 TOWER ROCK                          APPROX. 3.2 KM 2354741.1 |
 SB1016|---------------------------------------------------------------------|
 SB1016
 SB1016                          SUPERSEDED SURVEY CONTROL
 SB1016
 SB1016  NAD 83(1991)-  46 26 54.99531(N)    121 50 06.50555(W) AD(       ) 2
 SB1016  NAD 83(1986)-  46 26 55.00347(N)    121 50 06.52276(W) AD(       ) 2
 SB1016  NAD 27      -  46 26 55.59700(N)    121 50 02.20900(W) AD(       ) 2
 SB1016  NGVD 29 (07/19/86)  404.1    (m)         1326.     (f) VERT ANG       
 SB1016
 SB1016.Superseded values are not recommended for survey control.
 SB1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1016.See file dsdata.txt to determine how the superseded data were derived.
 SB1016
 SB1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES8946644552(NAD 83)
 SB1016_MARKER: DS = TRIANGULATION STATION DISK
 SB1016_SETTING: 80 = SET IN A BOULDER
 SB1016_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SB1016
 SB1016  HISTORY     - Date     Condition        Report By
 SB1016  HISTORY     - 1946     MONUMENTED       CGS
 SB1016
 SB1016                          STATION DESCRIPTION
 SB1016
 SB1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SB1016'THE STATION IS LOCATED ON THE WEST SIDE OF THE ROAD THAT RUNS
 SB1016'ALONG THE EAST SIDE OF THE CISPUS RIVER.  IT IS ABOUT 8.5 MILES
 SB1016'SOUTHEAST OF RANDLE AND ABOUT 13.5 MILES SOUTHWEST OF PACKWOOD.
 SB1016'
 SB1016'THE STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 SB1016'HOLE IN A BOULDER FLUSH WITH THE GROUND.  IT IS STAMPED CAMP CR
 SB1016'1946.  IT IS 19 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 SB1016'THE ROAD, 8 FEET SOUTHEAST OF A FIR TREE WITH A TRIANGLE BLAZE,
 SB1016'AND 34 FEET NORTHWEST OF AN OLD ROAD.
 SB1016'
 SB1016'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK CEMENTED IN A
 SB1016'DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.  IT IS
 SB1016'STAMPED CAMP CR NO 1 1946.  IT IS 18 INCHES ABOVE THE STATION AND
 SB1016'IS 18.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.
 SB1016'
 SB1016'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN A
 SB1016'DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND.  IT IS 23 FEET
 SB1016'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE ROAD.  IT IS STAMPED
 SB1016'CAMP CR NO 2 1946.
 SB1016'
 SB1016'THE PICTURE POINT IS A LARGE 3 FOOT FIR TREE ON THE NORTHEAST
 SB1016'SIDE OF THE ROAD.  IT IS 35 FEET NORTH OF R.M. 1.
 SB1016'
 SB1016'TO REACH THE STATION FROM THE POST OFFICE IN RANDLE GO EAST ON
 SB1016'STATE HIGHWAY 5 FOR 0.05 MILE TO A ROAD AND A SIGN, CISPUS 10,
 SB1016'MT. ADAMS FT, TURN RIGHT AND FOLLOW THIS ROAD FOR 1.2 MILES TO
 SB1016'A T INTERSECTION.  THENCE LEFT FOR 8.2 MILES TO A Y OF THE
 SB1016'ROAD.  TAKE THE LEFT FORK AND GO FOR 2.6 MILES AND THE STATION ON
 SB1016'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1114 ***********************************************************************
 SW1114  DESIGNATION -  CAMP IS
 SW1114  PID         -  SW1114
 SW1114  STATE/COUNTY-  WA/LINCOLN
 SW1114  USGS QUAD   -  MC COY LAKE (1985)
 SW1114
 SW1114                         *CURRENT SURVEY CONTROL
 SW1114  ___________________________________________________________________
 SW1114* NAD 83(1991)-  47 53 58.69054(N)    118 10 59.02255(W)     ADJUSTED  
 SW1114* NAVD 88     -                                                        
 SW1114  ___________________________________________________________________
 SW1114  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 SW1114  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SW1114
 SW1114  HORZ ORDER  -  THIRD
 SW1114
 SW1114.The horizontal coordinates were established by classical geodetic methods
 SW1114.and adjusted by the National Geodetic Survey in December 1991..
 SW1114
 SW1114
 SW1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1114
 SW1114.The geoid height was determined by GEOID03.
 SW1114
 SW1114;                    North         East     Units Scale Factor Converg.
 SW1114;SPC WA N     -   103,434.864   698,111.571   MT  0.99994948   +1 58 23.5
 SW1114;SPC WA N     -   339,352.55  2,290,387.71   sFT  0.99994948   +1 58 23.5
 SW1114;UTM  11      - 5,305,822.685   411,578.501   MT  0.99969607   -0 52 40.3
 SW1114
 SW1114                          SUPERSEDED SURVEY CONTROL
 SW1114
 SW1114  NAD 83(1986)-  47 53 58.69790(N)    118 10 59.01769(W) AD(       ) 4
 SW1114  NAD 27      -  47 53 59.12600(N)    118 10 55.09000(W) AD(       ) 3
 SW1114
 SW1114.Superseded values are not recommended for survey control.
 SW1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1114.See file dsdata.txt to determine how the superseded data were derived.
 SW1114
 SW1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP1157905823(NAD 83)
 SW1114_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1114_SETTING: 66 = SET IN ROCK OUTCROP
 SW1114_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1114
 SW1114  HISTORY     - Date     Condition        Report By
 SW1114  HISTORY     - 1935     MONUMENTED       BOR
 SW1114
 SW1114                          STATION DESCRIPTION
 SW1114
 SW1114'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1114'STATION IS LOCATED IN THE SW 1/4 NW 1/4 SEC. 29, T. 28 N., R. 37
 SW1114'E.  IT IS SET ON A ROCK POINT ABOUT 1 MILE NW BY W OF RIVER
 SW1114'HOMES.  A SMALL PINE WAS LIMBED NEARLY TO TOP.
 SW1114'
 SW1114'STATION IS REACHED FROM HIGHWAY 22 NORTH OF DAVENPORT.
 SW1114'
 SW1114'STATION MARK IS SET ACCORDING TO NOTE 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0709 ***********************************************************************
 SD0709  DESIGNATION -  CAMP SIX
 SD0709  PID         -  SD0709
 SD0709  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0709  USGS QUAD   -  CARLISLE (1994)
 SD0709
 SD0709                         *CURRENT SURVEY CONTROL
 SD0709  ___________________________________________________________________
 SD0709* NAD 83(1991)-  47 14 35.02128(N)    124 04 56.71450(W)     ADJUSTED  
 SD0709* NAVD 88     -        88.9    (meters)     292.     (feet)  VERTCON   
 SD0709  ___________________________________________________________________
 SD0709  LAPLACE CORR-          12.05  (seconds)                    DEFLEC99
 SD0709  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 SD0709
 SD0709  HORZ ORDER  -  SECOND
 SD0709
 SD0709.The horizontal coordinates were established by classical geodetic methods
 SD0709.and adjusted by the National Geodetic Survey in December 1991..
 SD0709
 SD0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0709
 SD0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0709
 SD0709.The geoid height was determined by GEOID03.
 SD0709
 SD0709;                    North         East     Units Scale Factor Converg.
 SD0709;SPC WA S     -   218,432.084   228,872.013   MT  0.99998060   -2 36 08.1
 SD0709;SPC WA S     -   716,639.26    750,890.93   sFT  0.99998060   -2 36 08.1
 SD0709;UTM  10      - 5,232,743.401   418,082.656   MT  0.99968247   -0 47 41.3
 SD0709
 SD0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0709!SPC WA S     -   0.99998981  x   0.99998060  =   0.99997041
 SD0709!UTM  10      -   0.99998981  x   0.99968247  =   0.99967229
 SD0709
 SD0709|---------------------------------------------------------------------|
 SD0709| PID    Reference Object                     Distance      Geod. Az  |
 SD0709|                                                           dddmmss.s |
 SD0709| DD9492 CAMP SIX RM 1                         9.701 METERS 06837     |
 SD0709| DD9494 CAMP SIX RM 3                         9.835 METERS 14945     |
 SD0709| DD9493 CAMP SIX RM 2                         9.853 METERS 15002     |
 SD0709| SD0702 ALOHA                               APPROX. 5.5 KM 2142946.0 |
 SD0709| SD0708 PETE 1953                           177.589 METERS 30615     |
 SD0709|---------------------------------------------------------------------|
 SD0709
 SD0709                          SUPERSEDED SURVEY CONTROL
 SD0709
 SD0709  NAD 83(1986)-  47 14 35.01208(N)    124 04 56.71869(W) AD(       ) 2
 SD0709  NAD 27      -  47 14 35.70200(N)    124 04 52.08000(W) AD(       ) 2
 SD0709  NGVD 29 (07/19/86)   87.9    (m)          288.     (f) VERT ANG       
 SD0709
 SD0709.Superseded values are not recommended for survey control.
 SD0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0709.See file dsdata.txt to determine how the superseded data were derived.
 SD0709
 SD0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1808332743(NAD 83)
 SD0709_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SD0709_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SD0709
 SD0709  HISTORY     - Date     Condition        Report By
 SD0709  HISTORY     - 1953     MONUMENTED       CGS
 SD0709  HISTORY     - 1961     SEE DESCRIPTION  RAYONI
 SD0709  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SD0709  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SD0709  HISTORY     - 1974     SEE DESCRIPTION  RAYONI
 SD0709
 SD0709                          STATION DESCRIPTION
 SD0709
 SD0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SD0709'THE STATION IS LOCATED AT RAILROAD CAMP SIX, WHICH IS OWNED AND
 SD0709'OPERATED BY THE RAYONIER CORPORATION, AND LIES ABOUT 6 MILES
 SD0709'EAST OF MOCLIPS ABOUT 5.5 MILES WEST OF HUMPTULIPS, 40 FEET EAST
 SD0709'OF THE RAILROAD TRACKS AND 20 FEET WEST OF A LOW WATER TOWER.
 SD0709'
 SD0709'THE STATION CAN BE REACHED BY RAIL (VIA RAYONIER LOGGING RAILROAD),
 SD0709'EITHER FROM HOQUIAM, HUMPTULIPS OR MOCLIPS.  THE STATION MAY BE
 SD0709'REACHED ON FOOT FROM ALOHA RELOAD.  THIS WOULD BE ABOUT A 4-MILE
 SD0709'PACK.
 SD0709'
 SD0709'THE STATION IS A STANDARD DISK, STAMPED CAMP SIX 1953, SET IN THE
 SD0709'TOP OF AN OVAL CONCRETE POST WHICH IS 4 INCHES BELOW THE SURFACE
 SD0709'OF THE SOIL.
 SD0709'
 SD0709'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED CAMP SIX
 SD0709'1953, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS
 SD0709'LOCATED ABOUT 40 INCHES BELOW THE SURFACE OF THE SOIL.
 SD0709'
 SD0709'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CAMP SIX NO 1
 SD0709'1953, BRAZED TO THE TOP OF A 3-INCH CAST IRON SOIL PIPE WHICH
 SD0709'PROJECTS 6 INCHES AND IS LOCATED AT ABOUT THE SAME ELEVATION AS
 SD0709'THE STATION.
 SD0709'
 SD0709'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CAMP SIX
 SD0709'NO 2 1953, BRAZED TO THE TOP OF A 3-INCH CAST IRON SOIL PIPE
 SD0709'WHICH PROJECTS 6 INCHES AND IS LOCATED ABOUT 1 FOOT HIGHER THAN
 SD0709'THE STATION.
 SD0709'
 SD0709'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 SD0709'TOPOGRAPHIC SURVEY DISK, STAMPED PETE 1953, SET IN THE TOP OF A
 SD0709'4-INCH TILE PIPE WHICH PROJECTS 4 INCHES.  IT IS LOCATED ABOUT 0.2
 SD0709'MILE WEST NORTHWEST OF THE STATION, 7.3 FEET NORTHWEST OF THE
 SD0709'MAINLINE TRACKS, 7 FEET SOUTHEAST OF A SIDE TRACK AND 4.4 FEET
 SD0709'NORTHEAST OF A SWITCH POINT.
 SD0709'
 SD0709'OBSERVATIONS WERE MADE FROM A 127 FOOT TOWER.
 SD0709
 SD0709                          STATION RECOVERY (1961)
 SD0709
 SD0709'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1961
 SD0709'STATION WAS DESTROYED AND A PIPE PUT IN THE GROUND.  R.M. 2 WAS
 SD0709'TIPPED TO ONE SIDE.  R.M. 1 IS IN GOOD CONDITION.
 SD0709
 SD0709                          STATION RECOVERY (1962)
 SD0709
 SD0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SD0709'THE STATION HAS BEEN DESTROYED.  IN FEB. 1962, THE UNDERGROUND
 SD0709'MARK WAS RECOVERED, REFERENCE MARK NO. 1 WAS RECOVERED AND REFERENCE
 SD0709'MARK NO. 2 WAS FOUND LEANING TO THE EAST AND LOOSE IN THE
 SD0709'GROUND.  THE UNDERGROUND MARK WAS ONLY 1 FOOT UNDERGROUND, AND
 SD0709'INTENTIONS WERE TO LOWER IT AND ESTABLISH A NEW SURFACE
 SD0709'MARK.  HOWEVER IN APRIL, 1962, T. J. ORR OF WEYERHAEUSER COMPANY
 SD0709'REPORTS THAT THE UNDERGROUND MARK WAS FOUND LAYING ON TOP OF
 SD0709'THE GROUND BESIDE THE EXCAVATION.  THE AZIMUTH MARK WAS NOT
 SD0709'FOUND IN FEB.
 SD0709
 SD0709                          STATION RECOVERY (1964)
 SD0709
 SD0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SD0709'THIS STATION HAS BEEN REPORTED DESTROYED, BUT THE STATION WAS
 SD0709'VISITED TO VERIFY THE REPORT AND THE UNDERGROUND MARK WAS FOUND
 SD0709'STILL ABOUT 1 FOOT UNDERGROUND, AND A PORTION OF THE SURFACE
 SD0709'MARK, INCLUDING THE DISK, WAS FOUND NEAR THE EXCAVATION.  THE
 SD0709'UNDERGROUND MARK WAS LOWERED AND A SURFACE MARK SET.  REFERENCE
 SD0709'MARK NO. 3 WAS ESTABLISHED.
 SD0709'
 SD0709'THE STATION MARKS ARE STANDARD DISKS STAMPED CAMP SIX 1953
 SD0709'1964.  THE UNDERGROUND MARK IS 32 INCHES BELOW THE SURFACE OF THE
 SD0709'GROUND.  THE SURFACE MARK IS A SQUARE CONCRETE POST WHICH PROJECTS
 SD0709'4 INCHES ON THE NORTHWEST SIDE, BUT TO THE SOUTHEAST OF THE MARK
 SD0709'THERE IS AN 8-INCH HIGH BANK.  IT IS 70 FEET NORTH OF THE NORTH
 SD0709'EDGE OF A HOLE 20 FEET IN DIAMETER AND ABOUT 12 FEET DEEP, 2
 SD0709'FEET SOUTH OF A METAL WITNESS POST AND IN AN OLD CAT ROAD, WITH
 SD0709'HIGHER GROUND TO THE SOUTHEAST.
 SD0709'
 SD0709'REFERENCE MARK NO. 1, STAMPED CAMP SIX NO 1 1953, IS A STANDARD
 SD0709'DISK BRAZED TO A 2-INCH PIPE WHICH PROJECTS 6 INCHES.  IT IS 17
 SD0709'FEET SOUTHEAST OF THE CAT ROAD, 6 INCHES WEST OF A METAL WITNESS
 SD0709'POST AND ABOUT THE SAME ELEVATION AS THE STATION.  BEARING FROM
 SD0709'THE MARK TO THE ANTENNA POLE, NORTH 11 DEGREES EAST (TRUE).
 SD0709'
 SD0709'REFERENCE MARK NO. 3, STAMPED CAMP SIX NO 3 1953, IS A STANDARD
 SD0709'DISK BRAZED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 7
 SD0709'INCHES.  IT IS 12 FEET EAST OF THE CAT ROAD AND ABOUT 2 FEET HIGHER
 SD0709'THAN THE STATION.  AZIMUTH MARK WAS NOT FOUND.
 SD0709'
 SD0709'REACHED FROM THE HUMPTULIPS GROCERY AND POST OFFICE, WHICH IS
 SD0709'21.6 MILES NORTH ON U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 SD0709'SIMPSON AVE. AND 5TH ST. IN HOQUIAM, BY GOING WESTERLY 0.45 MILE TO
 SD0709'A FORK, KEEP RIGHT FORK AND FOLLOW THE MAIN BLACKTOP ROAD 2.7
 SD0709'MILES TO A GRAVEL SIDE ROAD RIGHT AND A LOCKED GATE (KEY MAY BE
 SD0709'OBTAINED FROM RAYONIER LUMBER CO., HOQUIAM, OR STATE DEPT. OF
 SD0709'NATURAL RESOURCES).  TURN RIGHT, PASS THROUGH GATE AND FOLLOW
 SD0709'ROAD NO. 6000 FOR 1.75 MILE TO A FORK.  TAKE THE LEFT FORK 2.0
 SD0709'MILES TO A Y (RIGHT FORK GOES THROUGH A CUT).  TAKE LEFT FORK 0.05
 SD0709'MILE TO A FORK, TAKE RIGHT FORK 0.3 MILE TO A FORK WITH A TALL
 SD0709'ANTENNA POLE BETWEEN THE ROADS*, TAKE LEFT FORK, GO 120 YARDS TO
 SD0709'THE REMAINS OF AN OLD BUILDING ON THE LEFT.  FROM HERE, WALK
 SD0709'SOUTHWEST ALONG A CAT-ROAD 45 YARDS TO THE STATION NEAR THE
 SD0709'SUMMIT OF A SMALL KNOLL.
 SD0709'
 SD0709'* - ALTERNATE ROUTE.  FROM THIS ROAD FORK, WALK SOUTH 50 DEGREES
 SD0709'WEST FOR 62 YARDS TO THE 70-FOOT HIGH ANTENNA POLE SET IN A 7-FOOT
 SD0709'BY 12-FOOT CONCRETE BASE.  FROM THE ANTENNA POLE WALK SOUTH 8
 SD0709'DEGREES WEST FOR 216 FEET TO AN 8-INCH HEMLOCK TREE WITH A
 SD0709'TRIANGLE BLAZE.  FROM THE HEMLOCK TREE, WALK SOUTH 35 DEGREES
 SD0709'WEST FOR 97 FEET TO THE STATION.
 SD0709
 SD0709                          STATION RECOVERY (1974)
 SD0709
 SD0709'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1974
 SD0709'THE STATION AND REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3 WERE
 SD0709'RECOVERED AS DESCRIBED IN THE NOTE ON PAGE 28 OF BOOK NO. 1152.
 SD0709'
 SD0709'REFERENCE MARK NO. 1 BEARS NORTH 68 DEG EAST, AND REFERENCE MARK
 SD0709'NO. 3 BEARS SOUTH 32 DEG EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0710 ***********************************************************************
 SD0710  DESIGNATION -  CAMPBELL
 SD0710  PID         -  SD0710
 SD0710  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0710  USGS QUAD   -  COPALIS CROSSING (1994)
 SD0710
 SD0710                         *CURRENT SURVEY CONTROL
 SD0710  ___________________________________________________________________
 SD0710* NAD 83(1991)-  47 02 28.03879(N)    124 04 37.05242(W)     ADJUSTED  
 SD0710* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SD0710  ___________________________________________________________________
 SD0710  LAPLACE CORR-          11.75  (seconds)                    DEFLEC99
 SD0710  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 SD0710
 SD0710  HORZ ORDER  -  THIRD
 SD0710
 SD0710.The horizontal coordinates were established by classical geodetic methods
 SD0710.and adjusted by the National Geodetic Survey in December 1991..
 SD0710
 SD0710.The orthometric height was scaled from a topographic map.
 SD0710
 SD0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0710
 SD0710.The geoid height was determined by GEOID03.
 SD0710
 SD0710;                    North         East     Units Scale Factor Converg.
 SD0710;SPC WA S     -   195,986.896   228,267.379   MT  0.99994626   -2 35 53.8
 SD0710;SPC WA S     -   643,000.34    748,907.23   sFT  0.99994626   -2 35 53.8
 SD0710;UTM  10      - 5,210,296.599   418,186.748   MT  0.99968226   -0 47 17.6
 SD0710
 SD0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0710!SPC WA S     -   1.00000335  x   0.99994626  =   0.99994961
 SD0710!UTM  10      -   1.00000335  x   0.99968226  =   0.99968561
 SD0710
 SD0710                          SUPERSEDED SURVEY CONTROL
 SD0710
 SD0710  NAD 83(1986)-  47 02 28.03101(N)    124 04 37.05376(W) AD(       ) 3
 SD0710  NAD 27      -  47 02 28.71700(N)    124 04 32.43100(W) AD(       ) 3
 SD0710
 SD0710.Superseded values are not recommended for survey control.
 SD0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0710.See file dsdata.txt to determine how the superseded data were derived.
 SD0710
 SD0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1818710297(NAD 83)
 SD0710_MARKER: DS = TRIANGULATION STATION DISK
 SD0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0710_STAMPING: CAMPBELL 1940
 SD0710_MARK LOGO: CGS   
 SD0710_PROJECTION: FLUSH
 SD0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0710+STABILITY: SURFACE MOTION
 SD0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SD0710+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1984
 SD0710
 SD0710  HISTORY     - Date     Condition        Report By
 SD0710  HISTORY     - 1940     MONUMENTED       CGS
 SD0710  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0710  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SD0710  HISTORY     - 1973     SEE DESCRIPTION  LOCENG
 SD0710  HISTORY     - 19820203 GOOD             NGS
 SD0710  HISTORY     - 19840802 GOOD             NGS
 SD0710
 SD0710                          STATION DESCRIPTION
 SD0710
 SD0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (GLB)
 SD0710'ON THE N SHORE OF NORTH BAY.  1-1/4 MILES W OF HUMPTULIP RIVER, 300
 SD0710'YARDS W ALONG BEACH FROM A WHITE (NEW) BUILDING, ABOUT 15 METERS
 SD0710'BACK FROM HIGH-WATER LINE, AT TREE OR BRUSH LINE.
 SD0710'
 SD0710'STATION MARK AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET
 SD0710'IN CONCRETE IN THE TOP OF TILES WHICH ARE EMBEDDED IN THE GROUND.
 SD0710'
 SD0710'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN TOP OF A 4-INCH
 SD0710'IRON PIPE 4 FEET LONG AND STANDING 1 FOOT ABOVE GROUND.  IT IS
 SD0710'18.720 METERS N FROM STATION.
 SD0710'
 SD0710'REFERENCE MARK NO.2 IS 19.615 METERS E FROM STATION.
 SD0710'
 SD0710'A 4- BY 4-INCH WHITE REFERENCE MARK POST WAS PLACED 2 FEET N OF
 SD0710'REFERENCE MARK NO.1 WITH TOP 18 INCHES ABOVE GROUND AS A WITNESS
 SD0710'MARK.
 SD0710'
 SD0710'REACHED FROM THE INTERSECTION OF EMERSON AND SIMPSON STREETS IN
 SD0710'HOQUIAM BY GOING W ON EMERSON STREET ON MAIN GRAVEL ROAD 11.0
 SD0710'MILES.  TURN LEFT ON GRAVEL ROAD, CROSSING BRIDGE OVER HUMPTULIP
 SD0710'RIVER, AND GO 2.3 MILES TO A POINT WHERE ROAD TURNS SHARP RIGHT,
 SD0710'LEAVE TRUCK HERE AND WALK WESTERLY ALONG BEACH 200 YARDS TO
 SD0710'STATION.  STATION NOT OCCUPIED.
 SD0710
 SD0710                          STATION RECOVERY (1951)
 SD0710
 SD0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 SD0710'THIS STATION WAS ORIGINALLY RECOVERED IN JUNE 1951 BUT AS IT WAS
 SD0710'INTENDED TO SET REFERENCE MARKS, IT WAS IDENTIFIED FOR
 SD0710'PHOTOGRAMMETRY AND NOT DESCRIBED.  REVISITED IN SEPTEMBER,
 SD0710'REFERENCE MARKS WERE SET, BUT POOR VISIBILITY PREVENTED
 SD0710'OBSERVATIONS AT THAT TIME.  VISITED AGAIN IN FEBRUARY 1952,
 SD0710'THE REFERENCE MARKS WERE FOUND WASHED OUT AND IF THE STATION
 SD0710'WAS NOT DESTROYED AT THE SAME TIME, IT WAS NOT SANDED OVER.
 SD0710
 SD0710                          STATION RECOVERY (1955)
 SD0710
 SD0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HGC)
 SD0710'THE STATION WAS NOT RECOVERED.  SIX MEN SEARCHED FOR ONE HOUR.  ONE
 SD0710'REFERENCE MARK AND THE REMAINS OF ONE REFERENCE MARK WERE FOUND
 SD0710'THROWN UPON THE BRUSH LINE.  THE ONE REFERENCE MARK WAS DESTROYED
 SD0710'BY THIS PARTY.
 SD0710
 SD0710                          STATION RECOVERY (1973)
 SD0710
 SD0710'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (DM)
 SD0710'ABERNATHY LOOKOUT TOWER NO LONGER EXISTS.  CAMPBELL IS 56.5 NE OF
 SD0710'A TRANSMITTER DISC ON A STEEL TOWER, N. END OF ABERNATHY RIDGE AT
 SD0710'END OF ROAD.  A GOOD 4 WHEEL DRIVE IS REQUIRED IN WINTER, AZIMUTH
 SD0710'MARK IS EAST OF ROAD, 1/2 MILE SOUTH ALONG RIDGE AS PREVIOUSLY
 SD0710'DESCRIBED.
 SD0710
 SD0710                          STATION RECOVERY (1982)
 SD0710
 SD0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 SD0710'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) WEST OF THE HUMPTULIPS
 SD0710'RIVER AND ON THE NORTH SHORE LINE OF NORTH BAY AT THE BRUSH LINE. TO
 SD0710'REACH FROM THE JUNCTION OF US HIGHWAY 101 AND STATE ROUTE 109 IN
 SD0710'HOQUIAM, GO WESTERLY ON STATE ROUTE 109 FOR 16.9 KM (10.50 MI) TO THE
 SD0710'BRIDGE OVER THE HUMPTULIPS RIVER.  CONTINUE AHEAD NORTH ON US HIGHWAY
 SD0710'101 FOR 0.16 KM (0.10 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST
 SD0710'ON THE SURFACED ROAD FOR 2.91 KM (1.80 MI) TO A TURN OUT AREA ON THE
 SD0710'RIGHT AND THE STATION ON THE LEFT AT THE BRUSH LINE. THE MARK IS SET
 SD0710'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 0.23 M (0.75 FT) IN
 SD0710'DIAMETER AND IS RECESSED 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.
 SD0710'IT IS 28.369 M (93.074 FT) EAST OF REFERENCE MARK 3, 18.674 M (61.266
 SD0710'FT) SOUTH OF REFERENCE MARK 1, 22.6 M (74.1 FT) SOUTH OF THE CENTER OF
 SD0710'THE ROAD, 1.7 M (5.6 FT) EAST OF THE EAST END OF A VERY LARGE LOG AND
 SD0710'0.8 M (2.6 FT) SOUTH OF A 8-INCH ALDER TREE WITH A WITNESS SIGN NAILED
 SD0710'TO IT.
 SD0710
 SD0710                          STATION RECOVERY (1984)
 SD0710
 SD0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 SD0710'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTH OF WESTPORT,
 SD0710'11.3 KM (7.00 MI) SOUTH-SOUTHEAST OF COPALIS BEACH, 2 KM (1.25 MI)
 SD0710'WEST OF THE HUMPTULIPS RIVER, ON THE NORTH SHORE LINE OF NORTH BAY AND
 SD0710'ON THE BRUSH LINE. TO REACH FROM THE JUNCTION OF US HIGHWAY 101 AND
 SD0710'STATE ROUTE 109 IN HOQUIAM, GO WEST ON STATE ROUTE 109 FOR 16.9 KM
 SD0710'(10.50 MI) TO THE BRIDGE OVER THE HUMPTULIPS RIVER.  CONTINUE AHEAD ON
 SD0710'STATE ROUTE 109 FOR 0.16 KM (0.10 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 SD0710'AND GO WEST ON THE SURFACED ROAD FOR 2.90 KM (1.80 MI) TO A TURNOUT
 SD0710'AREA ON THE RIGHT AND THE STATION ON THE LEFT. THE MARK IS SET IN THE
 SD0710'TOP OF A ROUND CONCRETE MONUMENT THAT IS 0.23 M (0.75 FT) IN DIAMETER
 SD0710'AND IS RECESSED 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.  IT IS 22.5
 SD0710'M (73.8 FT) SOUTH OF THE CENTER OF THE SURFACED ROAD, 1.7 M (5.6 FT)
 SD0710'EAST OF THE EAST END OF A LARGE DRIFT LOG, 0.8 M (2.6 FT) SOUTH OF AN
 SD0710'8-INCH ALDER WITH A WITNESS SIGN NAILED TO IT, 28.370 M (93.077 FT)
 SD0710'SOUTH OF REFERENCE MARK 3 AND 18.675 M (61.270 FT) SOUTH OF REFERENCE
 SD0710'MARK 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1613 ***********************************************************************
 SC1613  DESIGNATION -  CAMPBELL
 SC1613  PID         -  SC1613
 SC1613  STATE/COUNTY-  WA/COWLITZ
 SC1613  USGS QUAD   -  ABERNATHY MOUNTAIN (1986)
 SC1613
 SC1613                         *CURRENT SURVEY CONTROL
 SC1613  ___________________________________________________________________
 SC1613* NAD 83(1991)-  46 20 33.78811(N)    123 05 57.29118(W)     ADJUSTED  
 SC1613* NAVD 88     -       786.39   (+/-2cm)    2580.0    (feet)  VERTCON   
 SC1613  ___________________________________________________________________
 SC1613  LAPLACE CORR-          -6.77  (seconds)                    DEFLEC99
 SC1613  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SC1613
 SC1613  HORZ ORDER  -  FIRST
 SC1613  VERT ORDER  -  THIRD ? (See Below)
 SC1613
 SC1613.The horizontal coordinates were established by classical geodetic methods
 SC1613.and adjusted by the National Geodetic Survey in December 1991..
 SC1613
 SC1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1613.The vertical order pertains to the NGVD 29 superseded value.
 SC1613
 SC1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1613
 SC1613.The geoid height was determined by GEOID03.
 SC1613
 SC1613;                    North         East     Units Scale Factor Converg.
 SC1613;SPC WA S     -   115,489.067   299,951.964   MT  0.99992350   -1 53 17.1
 SC1613;SPC WA S     -   378,900.38    984,092.40   sFT  0.99992350   -1 53 17.1
 SC1613;UTM  10      - 5,132,131.847   492,362.618   MT  0.99960072   -0 04 18.5
 SC1613
 SC1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1613!SPC WA S     -   0.99987998  x   0.99992350  =   0.99980349
 SC1613!UTM  10      -   0.99987998  x   0.99960072  =   0.99948075
 SC1613
 SC1613:                Primary Azimuth Mark                     Grid Az
 SC1613:SPC WA S     -  CAMPBELL AZ MK                           158 45 01.1
 SC1613:UTM  10      -  CAMPBELL AZ MK                           156 56 02.5
 SC1613
 SC1613|---------------------------------------------------------------------|
 SC1613| PID    Reference Object                     Distance      Geod. Az  |
 SC1613|                                                           dddmmss.s |
 SC1613| CE2986 CAMPBELL AZ MK                                     1565144.0 |
 SC1613| CE2987 CAMPBELL RM 1                        32.833 METERS 21050     |
 SC1613| CE2988 CAMPBELL RM 2                        22.073 METERS 26354     |
 SC1613|---------------------------------------------------------------------|
 SC1613
 SC1613                          SUPERSEDED SURVEY CONTROL
 SC1613
 SC1613  NAD 83(1991)-  46 20 33.78923(N)    123 05 57.29122(W) AD(       ) 1
 SC1613  NAD 83(1986)-  46 20 33.80133(N)    123 05 57.29073(W) AD(       ) 1
 SC1613  NAD 27      -  46 20 34.41199(N)    123 05 52.85535(W) AD(       ) 1
 SC1613  NGVD 29 (07/19/86)  785.38   (m)         2576.7    (f) LEVELING    3  
 SC1613
 SC1613.Superseded values are not recommended for survey control.
 SC1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1613.See file dsdata.txt to determine how the superseded data were derived.
 SC1613
 SC1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9236332132(NAD 83)
 SC1613_MARKER: DS = TRIANGULATION STATION DISK
 SC1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1613
 SC1613  HISTORY     - Date     Condition        Report By
 SC1613  HISTORY     - 1947     MONUMENTED       CGS
 SC1613  HISTORY     - 1952     GOOD             USGS
 SC1613  HISTORY     - 1966     GOOD             CGS
 SC1613  HISTORY     - 1973     GOOD             NGS
 SC1613  HISTORY     - 1976     GOOD             NGS
 SC1613  HISTORY     - 1983     GOOD             LOCENG
 SC1613
 SC1613                          STATION DESCRIPTION
 SC1613
 SC1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SC1613'THE STATION IS ON THE SUMMIT OF THE MOUNTAIN ON WHICH IS LOCATED
 SC1613'THE ABERNETHY LOOKOUT, WEST OF AND AT THE HEADWATERS OF CAMPBELL
 SC1613'CREEK.  ABOUT 3-1/2 MILES SOUTHWEST OF THE TOWN OF RYDERWOOD.
 SC1613'
 SC1613'THE STATION MARK IS A STANDARD DISK, STAMPED CAMPBELL 1947, SET
 SC1613'IN A CONCRETE POST 8 INCHES SQUARE, PROJECTING 6 INCHES.  IT IS
 SC1613'60.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE LOOKOUT
 SC1613'TOWER, AND 5.8 FEET NORTHEAST OF THE GUY POST.
 SC1613'
 SC1613'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CAMPBELL NO
 SC1613'1 1947, CEMENTED IN A DRILL HOLE IN A 2 FOOT SQUARE CONCRETE BLOCK
 SC1613'THAT HOLDS THE GUY POST TO LOOKOUT TOWER.  IT PROJECTS 6 INCHES
 SC1613'AND IS 10 FEET LOWER THAN THE STATION.
 SC1613'
 SC1613'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CAMPBELL NO 2
 SC1613'1947, SET IN A 8 INCH SQUARE CONCRETE BLOCK, PROJECTING 4 INCHES
 SC1613'AND 2 FEET LOWER THAN THE STATION.  IT IS UNDER AND ABOUT 3 FEET
 SC1613'FROM CENTER OF THE LOOKOUT TOWER.
 SC1613'
 SC1613'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMPBELL 1947, SET
 SC1613'IN A 8 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 30.3
 SC1613'FEET NORTH OF ROAD LEADING TO THE STATION.  TO REACH FROM THE
 SC1613'STATION GO SOUTH SOUTHEAST FOR 0.4 MILE TO THE AZIMUTH MARK ON
 SC1613'THE LEFT.
 SC1613'
 SC1613'THE ABERNETHY LOOKOUT TOWER IS A WOODEN STRUCTURE, ABOUT 100 FEET
 SC1613'TO THE ROOF.  THE CABIN ON TOP IS ABOUT 10 FEET SQUARE.
 SC1613'
 SC1613'NOTE--STATIONS MONAHAN AND ABERNETHY (USED) CANNOT BE SEEN FROM
 SC1613'THE GROUND.  THEY CAN BE SEEN FROM THE LOOKOUT TOWER AT 76 FEET
 SC1613'OR ABOVE.
 SC1613'
 SC1613'TO REACH THE STATION FROM CASTLE ROCK GO WEST FROM THE CITY HALL,
 SC1613'CROSSING THE COWLITZ RIVER BRIDGE, FOR 0.6 MILE TO HIGHWAY
 SC1613'JUNCTION.  TURN RIGHT, NORTH, ON COUNTY ROAD NO. 16 AND GO 2.9
 SC1613'MILES TO BEEBE ROAD.  TURN LEFT ON BEEBE ROAD, UPGRADE, FOR 1.5
 SC1613'MILES TO ROAD ON LEFT JUST NORTH OF HOUSE, AT DIVISION OF
 SC1613'FORESTRY SIGN.  TURN LEFT AND GO 0.3 MILE TO A LOCKED GATE,
 SC1613'(PROCURE KEY FROM MR. AMON BEBE, THE DISTRICT WARDEN AT THE
 SC1613'STATE FORESTRY FIRE HALL, KELSO, WASHINGTON), CONTINUE FOR
 SC1613'8.1 MILES TO INTERSECTION.  TAKE LEFT FORK AS PER SIGN
 SC1613'ABERNETHY LOOKOUT AND GO 9.4 MILES.  TAKE RIGHT FORK AS PER SIGN
 SC1613'ABERNETHY LOOKOUT AND GO 2.1 MILES TO THE LOOKOUT AND STATION.
 SC1613
 SC1613                          STATION RECOVERY (1952)
 SC1613
 SC1613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC1613'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  RMS
 SC1613'AGREE WITH NGS.
 SC1613
 SC1613                          STATION RECOVERY (1966)
 SC1613
 SC1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 SC1613'THE STATION MARK, STAMPED CAMPBELL 1947, REFERENCE MARK NO. 1,
 SC1613'STAMPED CAMPBELL NO 1 1947, REFERENCE MARK NO. 2, STAMPED CAMPBELL
 SC1613'NO 2 1947 AND THE AZIMUTH MARK, STAMPED CAMPBELL 1947 WERE
 SC1613'RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 2 FEET
 SC1613'NORTHEAST OF THE STATION MARK.  A METAL WITNESS POST WAS PLACED
 SC1613'0.5 FOOT NORTHEAST OF THE AZIMUTH MARK.
 SC1613'
 SC1613'NOTE--THE FORESTRY OFFICE IS NOW 1 MILE NORTHEAST OF KELSO ON
 SC1613'THE WEST SIDE OF INTERSTATE 5.
 SC1613
 SC1613                          STATION RECOVERY (1973)
 SC1613
 SC1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DM)
 SC1613'ABERNATHY LOOKOUT TOWER NO LONGER EXISTS.  CAMPBELL IS 565 NE OF
 SC1613'A TRANSMITTER DISC ON A STEEL TOWER, N. END OF ABERNATHY RIDGE AT
 SC1613'END OF ROAD.  A GOOD 4 WHEEL DRIVE IS REQUIRED IN WINTER, AZIMUTH
 SC1613'MARK IS EAST OF ROAD, 1/2 MILE SOUTH ALONG RIDGE AS PREVIOUSLY
 SC1613'DESCRIBED.
 SC1613
 SC1613                          STATION RECOVERY (1976)
 SC1613
 SC1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SC1613'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 SC1613'IN GOOD CONDITION AS DESCRIBED.  THE LOOKOUT TOWER IS NO LONGER
 SC1613'STANDING AND THE STATION IS AT THE END OF THE ROAD.
 SC1613'
 SC1613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC1613'3-1/2 MILES SW OF RYDERWOOD.
 SC1613
 SC1613                          STATION RECOVERY (1983)
 SC1613
 SC1613'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (RW)
 SC1613'CAMPBELL 1947 RECOVERED GOOD.
 SC1613'
 SC1613'DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS ON THE
 SC1613'SUMMIT OF THE MOUNTAIN ON WHICH IS LOCATED THE ABERNATHY LOOKOUT
 SC1613'WEST OF THE HEAD WATERS OF CAMPBELL CREEK, AND ABOUT 3-1/2
 SC1613'MILES SOUTHWEST OF THE TOWN OF RYDERWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3531 ***********************************************************************
 SY3531  DESIGNATION -  CAMPBELL
 SY3531  PID         -  SY3531
 SY3531  STATE/COUNTY-  WA/KING
 SY3531  USGS QUAD   -  
 SY3531
 SY3531                         *CURRENT SURVEY CONTROL
 SY3531  ___________________________________________________________________
 SY3531* NAD 83(1991)-  47 38 24.60768(N)    122 06 55.01497(W)     ADJUSTED  
 SY3531* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 SY3531  ___________________________________________________________________
 SY3531  LAPLACE CORR-           8.77  (seconds)                    DEFLEC99
 SY3531  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 SY3531
 SY3531  HORZ ORDER  -  SECOND
 SY3531
 SY3531.The horizontal coordinates were established by classical geodetic methods
 SY3531.and adjusted by the National Geodetic Survey in December 1991..
 SY3531
 SY3531.The orthometric height was scaled from a topographic map.
 SY3531
 SY3531.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3531
 SY3531.The geoid height was determined by GEOID03.
 SY3531
 SY3531;                    North         East     Units Scale Factor Converg.
 SY3531;SPC WA N     -    71,977.489   403,677.474   MT  0.99997680   -0 57 16.0
 SY3531;SPC WA N     -   236,146.15  1,324,398.51   sFT  0.99997680   -0 57 16.0
 SY3531;UTM  10      - 5,276,686.870   566,453.366   MT  0.99965427   +0 39 13.6
 SY3531
 SY3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3531!SPC WA N     -   0.99999035  x   0.99997680  =   0.99996715
 SY3531!UTM  10      -   0.99999035  x   0.99965427  =   0.99964462
 SY3531
 SY3531|---------------------------------------------------------------------|
 SY3531| PID    Reference Object                     Distance      Geod. Az  |
 SY3531|                                                           dddmmss.s |
 SY3531| CF7242 CAMPBELL RM                          18.212 METERS 26619     |
 SY3531| SY3530 REDMOND SCHOOL FLAGSTAFF            APPROX. 3.9 KM 3570507.3 |
 SY3531|---------------------------------------------------------------------|
 SY3531
 SY3531                          SUPERSEDED SURVEY CONTROL
 SY3531
 SY3531  NAD 83(1986)-  47 38 24.59992(N)    122 06 55.02028(W) AD(       ) 2
 SY3531  NAD 27      -  47 38 25.24200(N)    122 06 50.59300(W) AD(       ) 2
 SY3531
 SY3531.Superseded values are not recommended for survey control.
 SY3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3531.See file dsdata.txt to determine how the superseded data were derived.
 SY3531
 SY3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6645376687(NAD 83)
 SY3531_MARKER: Z = SEE DESCRIPTION
 SY3531_SETTING: 0 = UNSPECIFIED SETTING
 SY3531
 SY3531  HISTORY     - Date     Condition        Report By
 SY3531  HISTORY     - 1937     MONUMENTED       WAGS
 SY3531
 SY3531                          STATION DESCRIPTION
 SY3531
 SY3531'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY3531'STATION IS IN SW 1/4 OF SE 1/4 OF NW 1/4 OF SEC. 24, T.25, R.5.  IT
 SY3531'IS ABOUT 3 MILES S OF REDMOND, ON THE N END OF A BURNED RIDGE.
 SY3531'
 SY3531'STATION IS A STANDARD STATE SURVEY DISK STAMPED KING COUNTY AERIAL
 SY3531'SURVEY SET IN A BOULDER.
 SY3531'
 SY3531'THE REFERENCE MARK IS SIMILAR, PLACED S 63 DEG W MAGNETIC AT A
 SY3531'DISTANCE OF 59.75 FEET.
 SY3531'
 SY3531'STATION IS REACHED AS FOLLOWS--FROM REDMOND RUN TOWARD BELLEVUE,
 SY3531'CROSS THE SAMMAMISH RIVER BRIDGE AND TURN LEFT.  RUN 1.4 MILES TO
 SY3531'INTERSECTION OF THE PAVEMENT.  TAKE RIGHT FORK RUNNING SW.  RUN
 SY3531'0.3 MILE AND PASS CROSS ROAD.  CONTINUE 0.2 MILE, RUN THROUGH LOW
 SY3531'CUT AND NOTE ON LEFT A SMALL ROAD RUNNING INTO WOODS ON LEFT.
 SY3531'STATION IS AT THE N END OF BURNED RIDGE ABOUT 950 FEET SE OF
 SY3531'HIGHWAY AND 500 FEET SE OF END OF SMALL ROAD UP POINT OF RIDGE.
 SY3531'
 SY3531'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2869 ***********************************************************************
 RD2869  DESIGNATION -  CAN
 RD2869  PID         -  RD2869
 RD2869  STATE/COUNTY-  WA/CLARK
 RD2869  USGS QUAD   -  MOUNT TABOR (1990)
 RD2869
 RD2869                         *CURRENT SURVEY CONTROL
 RD2869  ___________________________________________________________________
 RD2869* NAD 83(1991)-  45 36 01.36609(N)    122 33 30.14176(W)     ADJUSTED  
 RD2869* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD2869  ___________________________________________________________________
 RD2869  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 RD2869  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD2869
 RD2869  HORZ ORDER  -  THIRD
 RD2869
 RD2869.The horizontal coordinates were established by classical geodetic methods
 RD2869.and adjusted by the National Geodetic Survey in December 1991..
 RD2869
 RD2869.The orthometric height was scaled from a topographic map.
 RD2869
 RD2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2869
 RD2869.The geoid height was determined by GEOID03.
 RD2869
 RD2869;                    North         East     Units Scale Factor Converg.
 RD2869;SPC WA S     -    31,778.257   339,416.134   MT  1.00006093   -1 29 42.7
 RD2869;SPC WA S     -   104,259.16  1,113,567.77   sFT  1.00006093   -1 29 42.7
 RD2869;SPC OR N     -   216,925.327 2,339,437.438   MT  0.99992294   -1 27 35.2
 RD2869;SPC OR N     -   711,697.27  7,675,319.68   iFT  0.99992294   -1 27 35.2
 RD2869;UTM  10      - 5,049,743.307   534,441.558   MT  0.99961458   +0 18 55.9
 RD2869
 RD2869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2869!SPC WA S     -   1.00000293  x   1.00006093  =   1.00006386
 RD2869!SPC OR N     -   1.00000293  x   0.99992294  =   0.99992587
 RD2869!UTM  10      -   1.00000293  x   0.99961458  =   0.99961751
 RD2869
 RD2869:                Primary Azimuth Mark                     Grid Az
 RD2869:SPC WA S     -  WORK                                     157 05 22.3
 RD2869:SPC OR N     -  WORK                                     157 03 14.8
 RD2869:UTM  10      -  WORK                                     155 16 43.7
 RD2869
 RD2869|---------------------------------------------------------------------|
 RD2869| PID    Reference Object                     Distance      Geod. Az  |
 RD2869|                                                           dddmmss.s |
 RD2869| RD2874 WORK                                APPROX. 1.6 KM 1553539.6 |
 RD2869|---------------------------------------------------------------------|
 RD2869
 RD2869                          SUPERSEDED SURVEY CONTROL
 RD2869
 RD2869  NAD 83(1991)-  45 36 01.36610(N)    122 33 30.14176(W) AD(       ) 3
 RD2869  NAD 83(1986)-  45 36 01.38314(N)    122 33 30.14501(W) AD(       ) 3
 RD2869  NAD 27      -  45 36 01.96000(N)    122 33 25.80400(W) AD(       ) 3
 RD2869
 RD2869.Superseded values are not recommended for survey control.
 RD2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2869.See file dsdata.txt to determine how the superseded data were derived.
 RD2869
 RD2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3444249743(NAD 83)
 RD2869
 RD2869  HISTORY     - Date     Condition        Report By
 RD2869  HISTORY     - 1935     MONUMENTED       USE
 RD2869  HISTORY     - 1941     SEE DESCRIPTION  USE
 RD2869  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2869
 RD2869                          STATION DESCRIPTION
 RD2869
 RD2869'DESCRIBED BY US ENGINEERS 1941
 RD2869'STATION SITUATED ON N BANK OF COLUMBIA RIVER, AT ELLSWORTH.  IN
 RD2869'1941 REPORTED THAT STATION HAD BEEN DESTROYED AND REPLACED BY NEW
 RD2869'STATION, CAN 2 (U.S.E.), THE DESCRIPTION OF WHICH IS NOT AVAILABLE.
 RD2869
 RD2869                          STATION RECOVERY (1945)
 RD2869
 RD2869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2869'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT WAS NOT
 RD2869'FOUND.  SEVERAL INHABITANTS CLAIM TO HAVE SEEN THIS STATION
 RD2869'WASHED OUT.
 RD2869'
 RD2869'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2077 ***********************************************************************
 SA2077  DESIGNATION -  CAN
 SA2077  PID         -  SA2077
 SA2077  STATE/COUNTY-  WA/FRANKLIN
 SA2077  USGS QUAD   -  LEVEY (1991)
 SA2077
 SA2077                         *CURRENT SURVEY CONTROL
 SA2077  ___________________________________________________________________
 SA2077* NAD 83(1991)-  46 17 30.41710(N)    118 46 52.66049(W)     ADJUSTED  
 SA2077* NAVD 88     -       140.6    (meters)     461.     (feet)  VERTCON   
 SA2077  ___________________________________________________________________
 SA2077  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 SA2077  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SA2077
 SA2077  HORZ ORDER  -  SECOND
 SA2077
 SA2077.The horizontal coordinates were established by classical geodetic methods
 SA2077.and adjusted by the National Geodetic Survey in December 1991..
 SA2077
 SA2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2077
 SA2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2077
 SA2077.The geoid height was determined by GEOID03.
 SA2077
 SA2077;                    North         East     Units Scale Factor Converg.
 SA2077;SPC WA S     -   107,973.812   632,414.973   MT  0.99992763   +1 14 54.5
 SA2077;SPC WA S     -   354,244.08  2,074,848.12   sFT  0.99992763   +1 14 54.5
 SA2077;UTM  11      - 5,128,009.317   362,798.019   MT  0.99983140   -1 17 16.2
 SA2077
 SA2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2077!SPC WA S     -   0.99998135  x   0.99992763  =   0.99990898
 SA2077!UTM  11      -   0.99998135  x   0.99983140  =   0.99981275
 SA2077
 SA2077:                Primary Azimuth Mark                     Grid Az
 SA2077:SPC WA S     -  ADKINS RESET                             130 45 10.1
 SA2077:UTM  11      -  ADKINS RESET                             133 17 20.8
 SA2077
 SA2077|---------------------------------------------------------------------|
 SA2077| PID    Reference Object                     Distance      Geod. Az  |
 SA2077|                                                           dddmmss.s |
 SA2077| AH6153 ADKINS RESET                        APPROX. 0.7 KM 1320004.6 |
 SA2077| SA2067 FISH HOOK RAPIDS LIGHT 9              1.399 METERS 18355     |
 SA2077|---------------------------------------------------------------------|
 SA2077
 SA2077                          SUPERSEDED SURVEY CONTROL
 SA2077
 SA2077  NAD 83(1991)-  46 17 30.41755(N)    118 46 52.66067(W) AD(       ) 2
 SA2077  NAD 83(1986)-  46 17 30.42441(N)    118 46 52.65188(W) AD(       ) 2
 SA2077  NAD 27      -  46 17 30.93130(N)    118 46 48.66530(W) AD(       ) 2
 SA2077  NGVD 29 (07/19/86)  139.6    (m)          458.     (f) VERT ANG       
 SA2077
 SA2077.Superseded values are not recommended for survey control.
 SA2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2077.See file dsdata.txt to determine how the superseded data were derived.
 SA2077
 SA2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM6279828009(NAD 83)
 SA2077_MARKER: Z = SEE DESCRIPTION
 SA2077_SETTING: 0 = UNSPECIFIED SETTING
 SA2077_STAMPING: CAN 1962
 SA2077_MARK LOGO: CGS   
 SA2077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2077
 SA2077  HISTORY     - Date     Condition        Report By
 SA2077  HISTORY     - 1962     MONUMENTED       CGS
 SA2077
 SA2077                          STATION DESCRIPTION
 SA2077
 SA2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA2077'THE STATION IS LOCATED 6 MILES EAST-NORTHEAST OF ICE HARBOR DAM, 3
 SA2077'1/2 MILES EAST OF LEVEY RECREATION AREA, AND ON THE WEST SIDE OF
 SA2077'THE SNAKE RIVER.
 SA2077'
 SA2077'TO REACH THE STATION FROM THE POST OFFICE IN PASCO, GO EAST ON U.S.
 SA2077'HIGHWAY 410 FOR 1.5 MILES TO THE KAHLOTUS HIGHWAY ON THE LEFT.  TURN
 SA2077'LEFT ON THE KAHLOTUS HIGHWAY AND GO 13.6 MILES TO A Y FORK.  TAKE
 SA2077'THE RIGHT FORK AND GO 1.5 MILES TO A RAILROAD CROSSING.  TURN LEFT
 SA2077'AND GO AROUND LEFT SIDE OF THE LAKE FOR 0.35 MILE TO THE END OF THE
 SA2077'FILL.  TAKE DIM TRACK ROAD STRAIGHT ACROSS COUNTRY FOR 0.3 MILE TO A
 SA2077'CONSTRUCTION CAMP.  JOG RIGHT 100 FEET TO RIGHT OF CONSTRUCTION
 SA2077'ROAD AND CONTINUE ACROSS COUNTRY ON DIM TRACK ROAD 0.05 MILE TO
 SA2077'TRACK ROAD.  TURN RIGHT AND GO 0.8 MILE TO A FORK.  TURN RIGHT AND GO
 SA2077'0.05 MILE DOWNGRADE TO FISH HOOK RAPIDS LIGHT NO. 9 AND THE STATION.
 SA2077'
 SA2077'THE STATION MARK IS A COAST AND GEODETIC SURVEY TOPOGRAPHIC STATION
 SA2077'MARK DISK STAMPED CAN 1962, SET IN THE TOP OF A 12-INCH SQUARE
 SA2077'CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS NEAR THE CENTER OF A
 SA2077'FOUR-LEGGED STEEL TOWER 20 FEET HIGH.  IT IS 99 FEET NORTHWEST OF
 SA2077'THE RIVER, AND 2.3 FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1072 ***********************************************************************
 SB1072  DESIGNATION -  CAN
 SB1072  PID         -  SB1072
 SB1072  STATE/COUNTY-  WA/KITTITAS
 SB1072  USGS QUAD   -  EAST KITTITAS (1953)
 SB1072
 SB1072                         *CURRENT SURVEY CONTROL
 SB1072  ___________________________________________________________________
 SB1072* NAD 83(1991)-  46 57 18.27579(N)    120 15 27.93286(W)     ADJUSTED  
 SB1072* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 SB1072  ___________________________________________________________________
 SB1072  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 SB1072  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SB1072
 SB1072  HORZ ORDER  -  SECOND
 SB1072
 SB1072.The horizontal coordinates were established by classical geodetic methods
 SB1072.and adjusted by the National Geodetic Survey in December 1991..
 SB1072
 SB1072.The orthometric height was scaled from a topographic map.
 SB1072
 SB1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1072
 SB1072.The geoid height was determined by GEOID03.
 SB1072
 SB1072;                    North         East     Units Scale Factor Converg.
 SB1072;SPC WA S     -   180,287.640   518,438.088   MT  0.99993543   +0 10 33.5
 SB1072;SPC WA S     -   591,493.70  1,700,908.96   sFT  0.99993543   +0 10 33.5
 SB1072;UTM  10      - 5,203,822.366   708,649.776   MT  1.00013510   +2 00 17.3
 SB1072
 SB1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1072!SPC WA S     -   0.99989188  x   0.99993543  =   0.99982732
 SB1072!UTM  10      -   0.99989188  x   1.00013510  =   1.00002697
 SB1072
 SB1072|---------------------------------------------------------------------|
 SB1072| PID    Reference Object                     Distance      Geod. Az  |
 SB1072|                                                           dddmmss.s |
 SB1072| CF4615 CAN RM 1                              7.668 METERS 08111     |
 SB1072| CF4616 CAN RM 2                              8.177 METERS 22654     |
 SB1072|---------------------------------------------------------------------|
 SB1072
 SB1072                          SUPERSEDED SURVEY CONTROL
 SB1072
 SB1072  NAD 83(1986)-  46 57 18.28079(N)    120 15 27.91748(W) AD(       ) 2
 SB1072  NAD 27      -  46 57 18.81950(N)    120 15 23.70120(W) AD(       ) 2
 SB1072
 SB1072.Superseded values are not recommended for survey control.
 SB1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1072.See file dsdata.txt to determine how the superseded data were derived.
 SB1072
 SB1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0865003822(NAD 83)
 SB1072_MARKER: DS = TRIANGULATION STATION DISK
 SB1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB1072
 SB1072  HISTORY     - Date     Condition        Report By
 SB1072  HISTORY     - 1957     MONUMENTED       CGS
 SB1072
 SB1072                          STATION DESCRIPTION
 SB1072
 SB1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SB1072'THE STATION IS ON A LOW SAGE BRUSH COVERED HILL, ABOUT 13 MILES
 SB1072'SOUTHEAST OF ELLENSBURG, 7-1/2 MILES SOUTHEAST OF KITTITAS AND 1.75
 SB1072'MILES SOUTH OF U.S. HIGHWAY 10.
 SB1072'
 SB1072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN
 SB1072'ELLENSBURG, GO EAST ON HIGHWAY 10 FOR 16.1 MILES TO A ROAD ON THE
 SB1072'RIGHT, SOUTH.  TURN RIGHT AND GO SOUTH FOR 250 FEET TO A GATE IN A
 SB1072'WIRE FENCE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR 0.15
 SB1072'MILE TO AN OLD PAVED ROAD.  GO WEST, RIGHT, AND THEN SOUTH ON THE
 SB1072'OLD PAVEMENT FOR 1.3 MILES TO A TRACK ROAD ON THE LEFT.  TURN LEFT
 SB1072'AND FOLLOW THE TRACK ROAD SOUTH FOR 1.1 MILES TO THE TOP OF A RIDGE
 SB1072'IN A LOW SADDLE.  HERE TURN LEFT, LEAVING THE TRACK ROAD, AND GO
 SB1072'ACROSS COUNTRY FOR 0.4 MILE TO THE HIGHEST POINT AND THE STATION.
 SB1072'
 SB1072'THE STATION MARK IS A STANDARD DISK, STAMPED CAN 1957, SET IN A
 SB1072'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS 9 FEET EAST
 SB1072'OF A WHITE WITNESS POST.
 SB1072'
 SB1072'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAN NO 1 1957, SET IN A
 SB1072'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND THE SAME
 SB1072'ELEVATION AS THE STATION.
 SB1072'
 SB1072'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAN NO 2 1957, SET IN A
 SB1072'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND THE SAME
 SB1072'ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0384 ***********************************************************************
 SY0384  DESIGNATION -  CANAL
 SY0384  PID         -  SY0384
 SY0384  STATE/COUNTY-  WA/KING
 SY0384  USGS QUAD   -  
 SY0384
 SY0384                         *CURRENT SURVEY CONTROL
 SY0384  ___________________________________________________________________
 SY0384* NAD 83(1991)-  47 38 48.37241(N)    122 18 15.51659(W)     ADJUSTED  
 SY0384* NAVD 88     -        23.159  (meters)      75.98   (feet)  ADJUSTED  
 SY0384  ___________________________________________________________________
 SY0384  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 SY0384  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SY0384  DYNAMIC HT  -          23.162 (meters)      75.99  (feet)  COMP
 SY0384  MODELED GRAV-     980,727.3   (mgal)                       NAVD 88
 SY0384
 SY0384  HORZ ORDER  -  THIRD
 SY0384  VERT ORDER  -  FIRST     CLASS II
 SY0384
 SY0384.The horizontal coordinates were established by classical geodetic methods
 SY0384.and adjusted by the National Geodetic Survey in December 1991..
 SY0384
 SY0384.The orthometric height was determined by differential leveling
 SY0384.and adjusted by the National Geodetic Survey in June 1991..
 SY0384
 SY0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0384
 SY0384.The geoid height was determined by GEOID03.
 SY0384
 SY0384.The dynamic height is computed by dividing the NAVD 88
 SY0384.geopotential number by the normal gravity value computed on the
 SY0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0384.degrees latitude (g = 980.6199 gals.).
 SY0384
 SY0384.The modeled gravity was interpolated from observed gravity values.
 SY0384
 SY0384;                    North         East     Units Scale Factor Converg.
 SY0384;SPC WA N     -    72,965.332   389,489.996   MT  0.99997586   -1 05 42.6
 SY0384;SPC WA N     -   239,387.09  1,277,851.76   sFT  0.99997586   -1 05 42.6
 SY0384;UTM  10      - 5,277,275.823   552,248.476   MT  0.99963355   +0 30 50.9
 SY0384
 SY0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0384!SPC WA N     -   1.00000009  x   0.99997586  =   0.99997595
 SY0384!UTM  10      -   1.00000009  x   0.99963355  =   0.99963364
 SY0384
 SY0384|---------------------------------------------------------------------|
 SY0384| PID    Reference Object                     Distance      Geod. Az  |
 SY0384|                                                           dddmmss.s |
 SY0384| CF7243 CANAL RM 1                            2.805 METERS 00428     |
 SY0384| SY3893 RIDGE                               APPROX. 4.2 KM 0304847.5 |
 SY0384| SY3933 SAWMILL IRON STACK                  APPROX. 1.7 KM 0445222.7 |
 SY0384| SY3883 SEATTLE SACRED VILLA TANK           APPROX. 3.0 KM 0523111.7 |
 SY0384| SY3958 OLD TANK HOUSE CENTER OF ROOF       APPROX. 1.8 KM 0561313.7 |
 SY0384| SY4038 WHITE HOUSE RED ROOF CUPOLA         APPROX. 1.8 KM 0590202.7 |
 SY0384| SY3950 LARGE WHITE HOUSE WEST GABLE        APPROX. 2.0 KM 0604719.7 |
 SY0384| SY4043 SPANISH HOUSE TILE ROOF CHIM        APPROX. 2.0 KM 0733329.9 |
 SY0384| SY3880 ARMY USE 1915                       347.550 METERS 15038     |
 SY0384| SY3868 SEATTLE HOLY NAMES ACADEMY CROSS    APPROX. 2.3 KM 1794531.4 |
 SY0384| CF7244 CANAL RM 2                           25.455 METERS 19415     |
 SY0384| SY3892 CAPITOL HILL BELFRY                 APPROX. 1.5 KM 2352716.2 |
 SY0384| SY3860 BRICK BLDG TOP OF HILL HI CHIM      APPROX. 1.1 KM 2362819.7 |
 SY0384| SY3862 FLAGPOLE NEAR LARGE BRICK BLDG      APPROX. 1.1 KM 2374855.3 |
 SY0384| CF7245 CANAL RM 3                            0.494 METERS 27346     |
 SY0384| SY3914 POWER TWR W OF UNIV BRIDGE          APPROX. 1.5 KM 2932015.1 |
 SY0384| SY4093 UNIV WASH GROUNDS SMALL TOWER       441.643 METERS 2933000.3 |
 SY0384| SY3858 BLACK SWASTIKA TANK                 APPROX. 1.2 KM 3110158.8 |
 SY0384| SY3952 CATHOLIC INSTITUTION STACK          APPROX. 2.7 KM 3121458.7 |
 SY0384| SY3843 FLAGPOLE 2                          APPROX. 1.3 KM 3395944.3 |
 SY0384| SY3835 SEATTLE U OF WASH DENNY HALL        APPROX. 1.3 KM 3451432.6 |
 SY0384| SY4098 UNIV WASH BUR MINES HIGH STACK      APPROX. 1.0 KM 3463451.7 |
 SY0384| SY3836 CARILLON CHIMES                     APPROX. 1.6 KM 3472141.5 |
 SY0384| SY4106 UNIV WASH DRAB DOME                 APPROX. 0.9 KM 3512405.2 |
 SY0384| SY4074 UNIV WASH FORESTRY BLDG N DOME      APPROX. 1.0 KM 3551857.1 |
 SY0384| SY4084 UNIV WASH FORESTRY BLDG S DOME      APPROX. 0.9 KM 3564346.8 |
 SY0384| SY3859 IRON                                APPROX. 1.0 KM 3595515.0 |
 SY0384|---------------------------------------------------------------------|
 SY0384
 SY0384                          SUPERSEDED SURVEY CONTROL
 SY0384
 SY0384  NAD 83(1986)-  47 38 48.36589(N)    122 18 15.52165(W) AD(       ) 3
 SY0384  NAD 27      -  47 38 49.01400(N)    122 18 11.07100(W) AD(       ) 3
 SY0384  NGVD 29 (??/??/??)   22.069  (m)           72.40   (f) ADJUSTED    1 2
 SY0384
 SY0384.Superseded values are not recommended for survey control.
 SY0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0384.See file dsdata.txt to determine how the superseded data were derived.
 SY0384
 SY0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5224877276(NAD 83)
 SY0384_MARKER: DS = TRIANGULATION STATION DISK
 SY0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0384_SP_SET: SIDEWALK
 SY0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0384+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 SY0384
 SY0384  HISTORY     - Date     Condition        Report By
 SY0384  HISTORY     - 1915     MONUMENTED       CGS
 SY0384  HISTORY     - 1933     GOOD             WAGS
 SY0384  HISTORY     - 1936     GOOD             CGS
 SY0384  HISTORY     - 1952     GOOD             CGS
 SY0384  HISTORY     - 1965     GOOD             CGS
 SY0384  HISTORY     - 1977     GOOD             NOS
 SY0384  HISTORY     - 1983     GOOD             USPSQD
 SY0384  HISTORY     - 20060502 GOOD             USPSQD
 SY0384
 SY0384                          STATION DESCRIPTION
 SY0384
 SY0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (GTR)
 SY0384'STATION IS LOCATED ON THE S BANK OF THE LAKE WASHINGTON CANAL, ON THE
 SY0384'E SIDE OF MONTLAKE BOULEVARD, ABOUT 5 METERS S FROM NATURAL SLOPE OF
 SY0384'CANAL AND ABOUT 30 METERS N OF SELBY STREET.  IT IS ABOUT 1/2 METER
 SY0384'E OF THE INNER EDGE OF THE CONCRETE SIDEWALK.
 SY0384'
 SY0384'REFERENCE MARK NO. 1 IS A SMALL CROSS CUT IN TOP SURFACE NEAR THE NW
 SY0384'CORNER OF RETAINING WALL FOR CANAL, DISTANT 5.805 METERS.
 SY0384'
 SY0384'REFERENCE MARK NO. 2 IS THE TOP OF THE LETTER I IN THE WORD
 SY0384'OLYMPIC (OLYMPIC FOUNDRY COMPANY), ON THE E FACE OF A LAMP POST A
 SY0384'FEW INCHES ABOVE GROUND.  LAMP POST BEARS STREET NAME MONTLAKE
 SY0384'BOULEVARD AND SELBY STREET, DISTANT 25.455 METERS.
 SY0384'
 SY0384'REFERENCE MARK NO. 3 IS A 6-INCH TRIANGLE BLAZED ON AN ALDER TREE
 SY0384'ABOUT 8 INCHES IN DIAMETER ABOUT 5 FEET FROM GROUND, DISTANT 9.35
 SY0384'METERS.
 SY0384'
 SY0384'STATION MAY BE REACHED IN BOAT FROM LAKE WASHINGTON OR BY E
 SY0384'MADISON STREET CARLINE TO ITS TERMINAL AND THEN WALKING AROUND LAKE
 SY0384'SHORE.
 SY0384
 SY0384                          STATION RECOVERY (1933)
 SY0384
 SY0384'RECOVERY NOTE BY WASHINGTON GEODETIC SURVEY 1933
 SY0384'STATION FOUND AS DESCRIBED IN SPITE OF MANY CHANGES.  MONTLAKE BRIDGE
 SY0384'HAS BEEN BUILT BESIDE IT, AND HOUSE, 2908, NOW SETS ACROSS ALL LINES
 SY0384'TO THE EASTWARD.
 SY0384
 SY0384                          STATION RECOVERY (1936)
 SY0384
 SY0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY0384'STATION RECOVERED AS DESCRIBED WITH ADDITIONS AS FOLLOWS--STATION IS
 SY0384'LOCATED AT THE S END OF MONTLAKE BRIDGE OVER LAKE WASHINGTON
 SY0384'CANAL, ON THE E SIDE OF MONTLAKE BOULEVARD, 23.8 FEET NE OF THE NE
 SY0384'CORNER OF A 4-BY 4-FOOT CONCRETE POST WHICH IS THE S END OF A
 SY0384'GUARD RAIL OVER THE BRIDGE, 19.3 FEET SW OF THE NW CORNER OF HOUSE
 SY0384'2908, AND 27.5 FEET NW OF THE SW CORNER OF HOUSE 2908.  THE STATION
 SY0384'IS IN THE MIDDLE OF THE CONCRETE WALK LEADING INTO THIS HOUSE.
 SY0384
 SY0384                          STATION RECOVERY (1952)
 SY0384
 SY0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY0384'RECOVERED MARK IN APPARENT GOOD CONDITION.  THE STATION DISK IS NOT
 SY0384'STAMPED.  ORIGINAL DESCRIPTION (1915) STATES THE STATION IS 25.455
 SY0384'METERS FROM R.M. 2, THE TOP OF THE LETTER I IN THE WORD OLYMPIC ON A
 SY0384'CAST-IRON LAMPPOST.  THIS DISTANCE IS NOW 25.470 METERS.
 SY0384'
 SY0384'MEASUREMENTS TO CORNERS OF COLUMNS OF RESIDENCE (2908 MONTLAKE BLVD.
 SY0384'AT MONTLAKE BRIDGE OVER CANAL) WERE 6.030 METERS (19.78 FEET) TO THE
 SY0384'NW CORNER AND 8.290 METERS (27.20 FEET) TO THE SW CORNER.
 SY0384'MEASUREMENTS TO THE NW CORNER ON OTHER RECOVERIES ARE GIVEN AS 6.35
 SY0384'METERS (1933), 19.3 FEET (1936), AND 6.1 METERS (1943).  AND TO THE
 SY0384'SW CORNER AS 27.5 FEET IN 1936.  PRESENT MEASUREMENTS CAREFULLY
 SY0384'CHECKED AND CORRECT BUT WITHOUT ANY CORRECTION FOR TEMPERATURE.
 SY0384'
 SY0384'THE DISK IS SET FLUSH WITH THE SIDEWALK LEADING TO THE ENTRANCE OF
 SY0384'THE RESIDENCE, BUT THE MATERIAL IN WHICH THE MARK WAS ORIGINALLY SET
 SY0384'IS PARTIALLY EXPOSED.  THERE MAY HAVE BEEN SOME DISTURBANCE OF THE
 SY0384'MARK DURING THE VARIOUS PERIODS OF CONSTRUCTION WHICH INCLUDES
 SY0384'RELAYING OF CONCRETE WALKS, CONSTRUCTION OF THE BRIDGE AND THE
 SY0384'RESIDENCE.
 SY0384
 SY0384                          STATION RECOVERY (1965)
 SY0384
 SY0384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0384'IN SEATTLE.
 SY0384'AT SEATTLE, NEAR THE SOUTH END OF MONTLAKE BRIDGE, 144 FEET NORTH OF
 SY0384'THE CENTER LINE OF SHELBY STREET, 45 FEET EAST OF THE EAST CURB OF
 SY0384'MONTLAKE BOULEVARD, IN THE TOP OF THE WEST END OF A SIDEWALK LEADING
 SY0384'TO HOUSE NO. 2908 MONTLAKE BOULEVARD E., 27.4 FEET NORTHWEST OF THE
 SY0384'SOUTHWEST CORNER OF THE HOUSE, 19.3 FEET SOUTHWEST OF THE NORTHWEST
 SY0384'CORNER OF THE HOUSE, AND ABOUT LEVEL WITH THE SIDEWALK.
 SY0384
 SY0384                          STATION RECOVERY (1977)
 SY0384
 SY0384'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY0384'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY0384'THE STATION WAS STAMPED---CANAL 1915---.
 SY0384'
 SY0384'HEIGHT OF THE TARGET WAS 1.50 METERS.
 SY0384
 SY0384                          STATION RECOVERY (1983)
 SY0384
 SY0384'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY0384'STATION RECOVERED GOOD.
 SY0384'
 SY0384'RECOVERED AS DESCRIBED.
 SY0384
 SY0384                          STATION RECOVERY (2006)
 SY0384
 SY0384'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1168 ***********************************************************************
 SX1168  DESIGNATION -  CANAL
 SX1168  PID         -  SX1168
 SX1168  STATE/COUNTY-  WA/KITTITAS
 SX1168  USGS QUAD   -  TEANAWAY (1985)
 SX1168
 SX1168                         *CURRENT SURVEY CONTROL
 SX1168  ___________________________________________________________________
 SX1168* NAD 83(1991)-  47 09 30.83625(N)    120 50 22.44035(W)     ADJUSTED  
 SX1168* NAVD 88     -       656.     (meters)    2152.     (feet)  SCALED    
 SX1168  ___________________________________________________________________
 SX1168  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 SX1168  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 SX1168
 SX1168  HORZ ORDER  -  THIRD
 SX1168
 SX1168.The horizontal coordinates were established by classical geodetic methods
 SX1168.and adjusted by the National Geodetic Survey in December 1991..
 SX1168
 SX1168.The orthometric height was scaled from a topographic map.
 SX1168
 SX1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1168
 SX1168.The geoid height was determined by GEOID03.
 SX1168
 SX1168;                    North         East     Units Scale Factor Converg.
 SX1168;SPC WA S     -   202,935.869   474,251.405   MT  0.99996471   -0 14 48.0
 SX1168;SPC WA S     -   665,798.76  1,555,939.82   sFT  0.99996471   -0 14 48.0
 SX1168;UTM  10      - 5,225,049.496   663,758.746   MT  0.99992959   +1 35 04.1
 SX1168
 SX1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1168!SPC WA S     -   0.99990020  x   0.99996471  =   0.99986491
 SX1168!UTM  10      -   0.99990020  x   0.99992959  =   0.99982980
 SX1168
 SX1168|---------------------------------------------------------------------|
 SX1168| PID    Reference Object                     Distance      Geod. Az  |
 SX1168|                                                           dddmmss.s |
 SX1168| CF1191 CANAL RM 1                            7.291 METERS 15230     |
 SX1168| CF1192 CANAL RM 2                            7.839 METERS 26905     |
 SX1168|---------------------------------------------------------------------|
 SX1168
 SX1168                          SUPERSEDED SURVEY CONTROL
 SX1168
 SX1168  NAD 83(1986)-  47 09 30.83982(N)    120 50 22.42512(W) AD(       ) 3
 SX1168  NAD 27      -  47 09 31.40040(N)    120 50 18.14010(W) AD(       ) 3
 SX1168
 SX1168.Superseded values are not recommended for survey control.
 SX1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1168.See file dsdata.txt to determine how the superseded data were derived.
 SX1168
 SX1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6375925049(NAD 83)
 SX1168_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1168
 SX1168  HISTORY     - Date     Condition        Report By
 SX1168  HISTORY     - 1958     MONUMENTED       CGS
 SX1168
 SX1168                          STATION DESCRIPTION
 SX1168
 SX1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SX1168'THE STATION IS ABOUT 5.5 MILES SOUTHEAST OF CLE ELUM, SOUTH OF
 SX1168'THE YAKIMA RIVER AND ON THE NORTH LEVEE OF A LARGE IRRIGATION
 SX1168'CANAL.  IT IS ON THE SOUTH SIDE OF A GRAVELED ROAD ABOUT 10 FEET
 SX1168'HIGHER THAN THE ROADBED, AT A POINT WHERE THE ROAD IS NEAR THE
 SX1168'FOOT OF THE DIKE.
 SX1168'
 SX1168'TO REACH THE STATION FROM THE POST OFFICE IN CLE ELUM, GO SOUTH
 SX1168'ONE BLOCK, TURN RIGHT ON U.S. HIGHWAY 10 AND GO WESTERLY FOR
 SX1168'0.35 MILE TO A FORK JUST AFTER CROSSING A RAILROAD SPUR LINE, TAKE
 SX1168'THE LEFT FORK FOR 0.35 MILE TO A BRIDGE OVER THE YAKIMA
 SX1168'RIVER.  KEEP STRAIGHT AHEAD ACROSS THE BRIDGE AND GO 0.6 MILE TO
 SX1168'A RAILROAD GRADE CROSSING, KEEP TO THE LEFT AFTER CROSSING THE
 SX1168'TRACKS AND FOLLOW THE PAVEMENT UPGRADE FOR 0.5 MILE TO A
 SX1168'Y FORK, KEEP LEFT AND GO EASTERLY FOR 5.9 MILES TO A POINT
 SX1168'WHERE ROAD AND DIKE CONVERGE AND THE STATION ON THE RIGHT, ON
 SX1168'THE HIGH EMBANKMENT.
 SX1168'
 SX1168'THE STATION MARK IS A STANDARD DISK STAMPED CANAL 1958, SET IN
 SX1168'A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 SX1168'56 FEET SOUTH OF THE CENTER OF THE ROAD, 34 FEET NORTH OF THE
 SX1168'NORTH EDGE OF THE CANAL, 14 FEET SOUTHEAST OF A TELEPHONE POLE AND
 SX1168'6 FEET SOUTHEAST OF A WHITE WITNESS POST.
 SX1168'
 SX1168'RM 1 IS A STANDARD DISK STAMPED CANAL NO 1 1958, SET IN A SQUARE
 SX1168'CONCRETE MONUMENT THAT IS FLUSH.  IT IS 22 FEET NORTH OF THE
 SX1168'NORTH EDGE OF THE CANAL.
 SX1168'
 SX1168'RM 2 IS A STANDARD DISK STAMPED CANAL NO 2 1958, SET IN A SQUARE
 SX1168'CONCRETE MONUMENT THAT IS FLUSH.  IT IS 24 FEET SOUTHWEST OF A WHITE
 SX1168'WITNESS POST AND 22 FEET NORTH OF THE NORTH EDGE OF THE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1537 ***********************************************************************
 TR1537  DESIGNATION -  CANAL 1941
 TR1537  PID         -  TR1537
 TR1537  STATE/COUNTY-  WA/JEFFERSON
 TR1537  USGS QUAD   -  NORDLAND (1973)
 TR1537
 TR1537                         *CURRENT SURVEY CONTROL
 TR1537  ___________________________________________________________________
 TR1537* NAD 83(1991)-  48 01 34.84064(N)    122 43 29.31861(W)     ADJUSTED  
 TR1537* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1537  ___________________________________________________________________
 TR1537  LAPLACE CORR-         -10.35  (seconds)                    DEFLEC99
 TR1537  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 TR1537
 TR1537  HORZ ORDER  -  SECOND
 TR1537
 TR1537.The horizontal coordinates were established by classical geodetic methods
 TR1537.and adjusted by the National Geodetic Survey in December 1991..
 TR1537
 TR1537.The orthometric height was scaled from a topographic map.
 TR1537
 TR1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1537
 TR1537.The geoid height was determined by GEOID03.
 TR1537
 TR1537;                    North         East     Units Scale Factor Converg.
 TR1537;SPC WA N     -   115,844.671   358,941.880   MT  0.99994353   -1 24 29.7
 TR1537;SPC WA N     -   380,067.06  1,177,628.48   sFT  0.99994353   -1 24 29.7
 TR1537;UTM  10      - 5,319,264.958   520,517.421   MT  0.99960517   +0 12 16.5
 TR1537
 TR1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1537!SPC WA N     -   1.00000296  x   0.99994353  =   0.99994649
 TR1537!UTM  10      -   1.00000296  x   0.99960517  =   0.99960813
 TR1537
 TR1537:                Primary Azimuth Mark                     Grid Az
 TR1537:SPC WA N     -  DREDGE                                   122 51 37.8
 TR1537:UTM  10      -  DREDGE                                   121 14 51.6
 TR1537
 TR1537|---------------------------------------------------------------------|
 TR1537| PID    Reference Object                     Distance      Geod. Az  |
 TR1537|                                                           dddmmss.s |
 TR1537| TR1531 DREDGE                              APPROX. 1.4 KM 1212708.1 |
 TR1537| TR1538 OAK BAY LIGHT                       298.737 METERS 17932     |
 TR1537| TR1578 OAK BAY LIGHT 6                     271.049 METERS 18153     |
 TR1537| TR1544 GAMIER 1941                         428.466 METERS 2215147.9 |
 TR1537|---------------------------------------------------------------------|
 TR1537
 TR1537                          SUPERSEDED SURVEY CONTROL
 TR1537
 TR1537  NAD 83(1986)-  48 01 34.83979(N)    122 43 29.32384(W) AD(       ) 2
 TR1537  NAD 27      -  48 01 35.51700(N)    122 43 24.73200(W) AD(       ) 2
 TR1537
 TR1537.Superseded values are not recommended for survey control.
 TR1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1537.See file dsdata.txt to determine how the superseded data were derived.
 TR1537
 TR1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2051719265(NAD 83)
 TR1537_MARKER: Z = SEE DESCRIPTION
 TR1537_SETTING: 0 = UNSPECIFIED SETTING
 TR1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1537
 TR1537  HISTORY     - Date     Condition        Report By
 TR1537  HISTORY     - 1941     MONUMENTED       CGS
 TR1537  HISTORY     - 1943     SEE DESCRIPTION  CGS
 TR1537  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1537  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR1537
 TR1537                          STATION DESCRIPTION
 TR1537
 TR1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1537'LOCATED ON THE E SHORE OF PORTAGE CANAL, ON SAND SPIT,
 TR1537'APPROXIMATELY 125 METERS N OF S END OF CANAL, AND 27.5 METERS
 TR1537'INSHORE FROM MEAN HIGH-WATER LINE.  STATION IS SEPARATED FROM HIGH
 TR1537'GROUND APPROXIMATELY 40 METERS TO E BY A TIDAL FLAT WHICH IS
 TR1537'FLOODED AT HALF TIDE.  STACKS AT NATIONAL PAPER PRODUCTS MILL
 TR1537'NEAR PORT TOWNSEND AND THE W TANGENT OF E BANK OF CANAL (NEAR N
 TR1537'END OF CANAL) ARE ALMOST IN RANGE.  ELEVATION OF STATION ABOVE
 TR1537'MEAN HIGH WATER IS ABOUT 2-1/2 FEET.
 TR1537'
 TR1537'STATION MARK IS A BRONZE STATION DISK SET IN A 7- BY 7-INCH
 TR1537'CONCRETE MONUMENT.  IT PROJECTS ABOUT 6 INCHES ABOVE THE
 TR1537'SURFACE.  DISK IS STAMPED CANAL 1941.
 TR1537'
 TR1537'NO UNDERGROUND OR REFERENCE MARKS WERE ESTABLISHED.
 TR1537'
 TR1537'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 TR1537
 TR1537                          STATION RECOVERY (1943)
 TR1537
 TR1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 TR1537'EASILY RECOVERED IN GOOD CONDITION AS DESCRIBED IN RECOVERY NOTES
 TR1537'OF 1933 AND 1936.
 TR1537'
 TR1537'THE ORIGINAL REFERENCE MARK 1 WAS DESTROYED IN CONSTRUCTION OF
 TR1537'THE CANAL AND REFERENCE MARK 3 WAS LOST IN RELAYING THE CONCRETE
 TR1537'SIDEWALK WHEN BRIDGE WAS BUILT.
 TR1537'
 TR1537'REFERENCE MARK 2 RECOVERED IN GOOD CONDITION, DISTANT 25.461
 TR1537'METERS.
 TR1537'
 TR1537'THE GROWTH OF TREES ALONG SIDEWALK AND CENTRAL PARKING STRIP, AND
 TR1537'THE CONSTRUCTION OF HOUSES, OBSCURE VISION EXCEPT TO N.  VIEWS IN
 TR1537'SOME DIRECTIONS TO S AND W MIGHT BE OBTAINED WHEN LEAVES ARE OFF
 TR1537'THE TREES.
 TR1537'
 TR1537'STATION IS 5.3 METERS FROM HOUSE 2908, 6.1 METERS FROM NW CORNER,
 TR1537'8.3 METERS FROM SW CORNER, 9.97 METERS N OF CENTER LINE OF
 TR1537'DRIVEWAY, 6.4 METERS FROM STEEL POLE, AND 7.0 METERS FROM NE
 TR1537'CORNER OF 15-FOOT TOWER.
 TR1537
 TR1537                          STATION RECOVERY (1961)
 TR1537
 TR1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1537'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON
 TR1537'THE EAST SHORE OF PORT TOWNSEND CANAL, ON THE SOUTHWEST SHORE OF
 TR1537'INDIAN ISLAND, ABOUT 1/2 MILE SOUTH OF THE PORT TOWNSEND CANAL
 TR1537'HIGHWAY BRIDGE, ABOUT 400 FEET NORTH OF THE NORTH END OF THE
 TR1537'SOUTHEAST JETTY OF THE CANAL.
 TR1537'
 TR1537'THE STATION IS A STANDARD DISK STAMPED CANAL 1941 SET IN THE TOP
 TR1537'OF A 7-INCH SQUARE CONCRETE MONUMENT, PROJECTING 6 INCHES ABOVE
 TR1537'THE SURFACE OF THE GROUND.  IT IS ABOUT 30 METERS NORTHEAST OF
 TR1537'THE MEAN HIGH WATER LINE, 4.2 FEET SOUTHWEST OF A WOODEN WITNESS
 TR1537'POST, AND ON A LOW GRASSY MOUND IN A MARSHY AREA.
 TR1537'
 TR1537'THERE ARE NO OTHER MARKS.
 TR1537
 TR1537                          STATION RECOVERY (1966)
 TR1537
 TR1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JGG)
 TR1537'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY FRED
 TR1537'NATELLA IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1552 ***********************************************************************
 SA1552  DESIGNATION -  CANAL C
 SA1552  PID         -  SA1552
 SA1552  STATE/COUNTY-  WA/GRANT
 SA1552  USGS QUAD   -  BEVERLY NE (1965)
 SA1552
 SA1552                         *CURRENT SURVEY CONTROL
 SA1552  ___________________________________________________________________
 SA1552* NAD 83(1991)-  46 54 12.04245(N)    119 45 25.80129(W)     ADJUSTED  
 SA1552* NAVD 88     -       373.070  (meters)    1223.98   (feet)  ADJUSTED  
 SA1552  ___________________________________________________________________
 SA1552  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 SA1552  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SA1552  DYNAMIC HT  -         373.091 (meters)    1224.05  (feet)  COMP
 SA1552  MODELED GRAV-     980,658.8   (mgal)                       NAVD 88
 SA1552
 SA1552  HORZ ORDER  -  SECOND
 SA1552  VERT ORDER  -  SECOND    CLASS 0
 SA1552
 SA1552.The horizontal coordinates were established by classical geodetic methods
 SA1552.and adjusted by the National Geodetic Survey in December 1991..
 SA1552
 SA1552.The orthometric height was determined by differential leveling
 SA1552.and adjusted by the National Geodetic Survey in June 1991..
 SA1552
 SA1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1552
 SA1552.The geoid height was determined by GEOID03.
 SA1552
 SA1552.The dynamic height is computed by dividing the NAVD 88
 SA1552.geopotential number by the normal gravity value computed on the
 SA1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1552.degrees latitude (g = 980.6199 gals.).
 SA1552
 SA1552.The modeled gravity was interpolated from observed gravity values.
 SA1552
 SA1552;                    North         East     Units Scale Factor Converg.
 SA1552;SPC WA S     -   174,775.246   556,593.909   MT  0.99993001   +0 32 22.5
 SA1552;SPC WA S     -   573,408.45  1,826,091.85   sFT  0.99993001   +0 32 22.5
 SA1552;UTM  11      - 5,198,114.008   290,012.366   MT  1.00014199   -2 00 50.5
 SA1552
 SA1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1552!SPC WA S     -   0.99994481  x   0.99993001  =   0.99987482
 SA1552!UTM  11      -   0.99994481  x   1.00014199  =   1.00008679
 SA1552
 SA1552|---------------------------------------------------------------------|
 SA1552| PID    Reference Object                     Distance      Geod. Az  |
 SA1552|                                                           dddmmss.s |
 SA1552| SA1551 CANAL C RM 1                          9.364 METERS 05136     |
 SA1552| SA1548 FLOOD C                             392.673 METERS 09516     |
 SA1552| SA1553 CANAL C RM 2                          7.721 METERS 31734     |
 SA1552|---------------------------------------------------------------------|
 SA1552
 SA1552                          SUPERSEDED SURVEY CONTROL
 SA1552
 SA1552  NAD 83(1986)-  46 54 12.05172(N)    119 45 25.78876(W) AD(       ) 2
 SA1552  NAD 27      -  46 54 12.57060(N)    119 45 21.64260(W) AD(       ) 2
 SA1552  NGVD 29 (??/??/92)  371.970  (m)         1220.37   (f) ADJ UNCH    2 0
 SA1552
 SA1552.Superseded values are not recommended for survey control.
 SA1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1552.See file dsdata.txt to determine how the superseded data were derived.
 SA1552
 SA1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9001298114(NAD 83)
 SA1552_MARKER: DB = BENCH MARK DISK
 SA1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1552_STAMPING: CANAL C 1961
 SA1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1552
 SA1552  HISTORY     - Date     Condition        Report By
 SA1552  HISTORY     - 1961     MONUMENTED       CGS
 SA1552  HISTORY     - 1961     GOOD             CGS
 SA1552
 SA1552                          STATION DESCRIPTION
 SA1552
 SA1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SA1552'THE STATION IS LOCATED 6 MILES WEST OF ROYAL CITY, 10 MILES
 SA1552'NORTHEAST OF BEVERLY, 11-1/2 MILES EAST-SOUTHEAST OF VANTAGE AND ON
 SA1552'THE NORTH SIDE OF AN IRRIGATION CANAL WHICH IS 200 YARDS SOUTH OF
 SA1552'THE SOUTH BOUNDARY FENCE OF TITAN MISSILE COMPLEX 1-C.
 SA1552'
 SA1552'TO REACH THE STATION FROM BROADWAY STREET AND U.S. HIGHWAY 10, AT
 SA1552'THE SOUTHWEST EDGE OF MOSES LAKE, GO WEST ON HIGHWAY 10 FOR 14.1
 SA1552'MILES TO MORRISON ROAD, CONTINUE WEST ON HIGHWAY 10 FOR 10.1 MILES TO
 SA1552'ADAMS ROAD, TURN LEFT AND GO SOUTH ON ADAMS ROAD FOR 14.3 MILES TO
 SA1552'THE ACCESS ROAD TO THE MISSILE SITE ON THE RIGHT, CONTINUE SOUTH FOR
 SA1552'40 YARDS TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW THE ROAD ALONG
 SA1552'THE NORTH SIDE OF THE CANAL FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 SA1552'
 SA1552'THE STATION MARK IS A STANDARD DISK, STAMPED CANAL - C 1961, SET IN
 SA1552'THE TOP OF AN 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 4-INCHES.
 SA1552'IT IS 32 FEET NORTH OF NORTH BANK OF CANAL, 6 FEET EAST OF A POWER
 SA1552'POLE AND 3.5 FEET EAST OF THE WITNESS POST.
 SA1552'
 SA1552'RM 1 IS A STANDARD DISK, STAMPED CANAL - C 1961, SET IN THE TOP OF A
 SA1552'12-INCH SQUARE CONCRETE POST WHICH PROJECTS 4-INCHES.  IT IS 51 FEET
 SA1552'NORTH OF NORTH BANK OF THE CANAL, 35 FEET NORTHEAST OF THE POWER
 SA1552'POLE AND 34 FEET NORTHEAST OF THE WITNESS POST.
 SA1552'
 SA1552'RM 2 IS A STANDARD DISK, STAMPED CANAL - C 1961, SET IN THE TOP OF A
 SA1552'12-INCH SQUARE CONCRETE POST WHICH PROJECTS 1-INCH.  IT IS 51 FEET
 SA1552'NORTH OF THE NORTH BANK OF THE CANAL, 24 FEET NORTHWEST OF THE
 SA1552'WITNESS POST AND 22 FEET NORTHWEST OF THE POWER POLE.
 SA1552'
 SA1552'STATION FLOOD - C MAY BE USED FOR AN AZIMUTH MARK.
 SA1552
 SA1552                          STATION RECOVERY (1961)
 SA1552
 SA1552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SA1552'6 MI W FROM ROYAL CITY.
 SA1552'1 1/2 BLOCKS NORTH FROM THE POST OFFICE IN MOSES LAKE, INTERSTATE
 SA1552'HIGHWAY 90 FOR 24.3 MILES, THENCE SOUTH ALONG ADAMS ROADS ROAD FOR
 SA1552'14.4 MILES, THENCE WEST FOR 0.5 MILES, 32 FEET NORTH OF CANAL, 6 FEET
 SA1552'EAST OF POWER POLE, 3.5 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1551 ***********************************************************************
 SA1551  DESIGNATION -  CANAL C RM 1
 SA1551  PID         -  SA1551
 SA1551  STATE/COUNTY-  WA/GRANT
 SA1551  USGS QUAD   -  BEVERLY NE (1965)
 SA1551
 SA1551                         *CURRENT SURVEY CONTROL
 SA1551  ___________________________________________________________________
 SA1551* NAD 83(1986)-  46 54 11.     (N)    119 45 25.     (W)     SCALED    
 SA1551* NAVD 88     -       373.405  (meters)    1225.08   (feet)  ADJUSTED  
 SA1551  ___________________________________________________________________
 SA1551  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SA1551  DYNAMIC HT  -         373.426 (meters)    1225.15  (feet)  COMP
 SA1551  MODELED GRAV-     980,658.7   (mgal)                       NAVD 88
 SA1551
 SA1551  VERT ORDER  -  SECOND    CLASS 0
 SA1551
 SA1551.The horizontal coordinates were scaled from a topographic map and have
 SA1551.an estimated accuracy of +/- 6 seconds.
 SA1551
 SA1551.The orthometric height was determined by differential leveling
 SA1551.and adjusted by the National Geodetic Survey in June 1991..
 SA1551
 SA1551.The geoid height was determined by GEOID03.
 SA1551
 SA1551.The dynamic height is computed by dividing the NAVD 88
 SA1551.geopotential number by the normal gravity value computed on the
 SA1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1551.degrees latitude (g = 980.6199 gals.).
 SA1551
 SA1551.The modeled gravity was interpolated from observed gravity values.
 SA1551
 SA1551;                    North         East    Units  Estimated Accuracy
 SA1551;SPC WA S     -   174,740.      556,610.      MT  (+/- 180 meters Scaled)
 SA1551
 SA1551                          SUPERSEDED SURVEY CONTROL
 SA1551
 SA1551  NGVD 29 (??/??/92)  372.305  (m)         1221.47   (f) ADJ UNCH    2 0
 SA1551
 SA1551.Superseded values are not recommended for survey control.
 SA1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1551.See file dsdata.txt to determine how the superseded data were derived.
 SA1551
 SA1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM900980(NAD 83)
 SA1551_MARKER: DR = REFERENCE MARK DISK
 SA1551_SETTING: 0 = UNSPECIFIED SETTING
 SA1551_STAMPING: CANAL C RM 1 1961
 SA1551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1551
 SA1551  HISTORY     - Date     Condition        Report By
 SA1551  HISTORY     - 1961     MONUMENTED       CGS
 SA1551
 SA1551                          STATION DESCRIPTION
 SA1551
 SA1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA1551'6 MI W FROM ROYAL CITY.
 SA1551'1 1/2 BLOCKS NORTH FROM THE POST OFFICE IN MOSES LAKE, THENCE
 SA1551'SOUTHWEST ALONG BROADWAY STREET FOR 1.8 MILES, THENCE WEST ON
 SA1551'INTERSTATE HIGHWAY 90 FOR 24.3 MILES, THENCE SOUTH ALONG ADAMS ROAD
 SA1551'FOR 14.4 MILES, THENCE WEST FOR 0.5 MILES, 51 FEET NORTH OF CANAL, 35
 SA1551'FEET NORTHEAST OF POWER POLE, 34 FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1553 ***********************************************************************
 SA1553  DESIGNATION -  CANAL C RM 2
 SA1553  PID         -  SA1553
 SA1553  STATE/COUNTY-  WA/GRANT
 SA1553  USGS QUAD   -  BEVERLY NE (1965)
 SA1553
 SA1553                         *CURRENT SURVEY CONTROL
 SA1553  ___________________________________________________________________
 SA1553* NAD 83(1986)-  46 54 11.     (N)    119 45 25.     (W)     SCALED    
 SA1553* NAVD 88     -       373.232  (meters)    1224.51   (feet)  ADJUSTED  
 SA1553  ___________________________________________________________________
 SA1553  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SA1553  DYNAMIC HT  -         373.252 (meters)    1224.58  (feet)  COMP
 SA1553  MODELED GRAV-     980,658.7   (mgal)                       NAVD 88
 SA1553
 SA1553  VERT ORDER  -  SECOND    CLASS 0
 SA1553
 SA1553.The horizontal coordinates were scaled from a topographic map and have
 SA1553.an estimated accuracy of +/- 6 seconds.
 SA1553
 SA1553.The orthometric height was determined by differential leveling
 SA1553.and adjusted by the National Geodetic Survey in June 1991..
 SA1553
 SA1553.The geoid height was determined by GEOID03.
 SA1553
 SA1553.The dynamic height is computed by dividing the NAVD 88
 SA1553.geopotential number by the normal gravity value computed on the
 SA1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1553.degrees latitude (g = 980.6199 gals.).
 SA1553
 SA1553.The modeled gravity was interpolated from observed gravity values.
 SA1553
 SA1553;                    North         East    Units  Estimated Accuracy
 SA1553;SPC WA S     -   174,740.      556,610.      MT  (+/- 180 meters Scaled)
 SA1553
 SA1553                          SUPERSEDED SURVEY CONTROL
 SA1553
 SA1553  NGVD 29 (??/??/92)  372.132  (m)         1220.90   (f) ADJ UNCH    2 0
 SA1553
 SA1553.Superseded values are not recommended for survey control.
 SA1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1553.See file dsdata.txt to determine how the superseded data were derived.
 SA1553
 SA1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM900980(NAD 83)
 SA1553_MARKER: DR = REFERENCE MARK DISK
 SA1553_SETTING: 0 = UNSPECIFIED SETTING
 SA1553_STAMPING: CANAL C RM 2 1961
 SA1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1553
 SA1553  HISTORY     - Date     Condition        Report By
 SA1553  HISTORY     - 1961     MONUMENTED       CGS
 SA1553
 SA1553                          STATION DESCRIPTION
 SA1553
 SA1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA1553'6 MI W FROM ROYAL CITY.
 SA1553'1 1/2 BLOCKS NORTH FROM THE POST OFFICE IN MOSES LAKE, THENCE
 SA1553'SOUTHWEST ALONG BROADWAY STREET FOR 1.8 MILES, THENCE WEST ON
 SA1553'INTERSTATE HIGHWAY 90 FOR 24.3 MILES, THENCE SOUTH ALONG ADAMS ROAD
 SA1553'FOR 14.4 MILES, THENCE WEST FOR 0.5 MILES, 51 FEET NORTH OF CANAL, 22
 SA1553'FEET NORTHWEST OF POWER POLE, 24.6 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4709 ***********************************************************************
 SY4709  DESIGNATION -  CANAL ENTRANCE LIGHT
 SY4709  PID         -  SY4709
 SY4709  STATE/COUNTY-  WA/KING
 SY4709  USGS QUAD   -  
 SY4709
 SY4709                         *CURRENT SURVEY CONTROL
 SY4709  ___________________________________________________________________
 SY4709* NAD 83(1991)-  47 40 37.32755(N)    122 24 41.90693(W)     ADJUSTED  
 SY4709* NAVD 88     -                                                        
 SY4709  ___________________________________________________________________
 SY4709  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 SY4709  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SY4709
 SY4709  HORZ ORDER  -  THIRD
 SY4709
 SY4709.The horizontal coordinates were established by classical geodetic methods
 SY4709.and adjusted by the National Geodetic Survey in December 1991..
 SY4709
 SY4709
 SY4709.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4709
 SY4709.The geoid height was determined by GEOID03.
 SY4709
 SY4709;                    North         East     Units Scale Factor Converg.
 SY4709;SPC WA N     -    76,489.296   381,496.670   MT  0.99997168   -1 10 30.3
 SY4709;SPC WA N     -   250,948.63  1,251,626.99   sFT  0.99997168   -1 10 30.3
 SY4709;UTM  10      - 5,280,572.718   544,162.105   MT  0.99962397   +0 26 06.1
 SY4709
 SY4709                          SUPERSEDED SURVEY CONTROL
 SY4709
 SY4709  NAD 83(1986)-  47 40 37.32228(N)    122 24 41.91107(W) AD(       ) 4
 SY4709  NAD 27      -  47 40 37.96300(N)    122 24 37.44500(W) AD(       ) 3
 SY4709
 SY4709.Superseded values are not recommended for survey control.
 SY4709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4709.See file dsdata.txt to determine how the superseded data were derived.
 SY4709
 SY4709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4416280573(NAD 83)
 SY4709
 SY4709  HISTORY     - Date     Condition        Report By
 SY4709  HISTORY     - 1934     MONUMENTED       CGS
 SY4709  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY4709  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4709  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY4709
 SY4709                          STATION DESCRIPTION
 SY4709
 SY4709'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4709'A GROUP FLASHING LIGHT ON THE N SIDE OF THE ENTRANCE TO THE
 SY4709'DREDGED CHANNEL AT THE ENTRANCE TO THE CANAL IN SHILSHOLE BAY.  A
 SY4709'WHITE HOUSE ON BLACK PILES.  TOP OF LANTERN.
 SY4709'
 SY4709'NO.799.  1934 LIGHT LIST.
 SY4709
 SY4709                          STATION RECOVERY (1953)
 SY4709
 SY4709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4709'THIS STATION IS ADEQUATELY DESCRIBED.  A SATISFACTORY CHECK WAS
 SY4709'OBTAINED ON THE POSITION THROUGH A SHORT SCHEME OF TRIANGULATION
 SY4709'ALONG THE LAKE WASHINGTON SHIP CANAL.  THIS LIGHT IS KNOWN AS
 SY4709'SHILSHOLE BAY OUTER LIGHT, AND IS REFERRED TO AS LIGHT 1779 OR
 SY4709'1877 IN THE PACIFIC COAST LIGHT LIST, 1953.
 SY4709
 SY4709                          STATION RECOVERY (1963)
 SY4709
 SY4709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4709'STATION IS LOST.  THE WHITE STRUCTURE ON PILES HAS BEEN
 SY4709'REMOVED.  THE LIGHT HAS BEEN RE-LOCATED ON THE SOUTHERN END OF
 SY4709'THE SHILSHOLE BAY BREAKWATER, LIGHT LIST NO. 1779/1877.
 SY4709
 SY4709                          STATION RECOVERY (2001)
 SY4709
 SY4709'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4712 ***********************************************************************
 SY4712  DESIGNATION -  CANAL ENTRANCE LIGHT
 SY4712  PID         -  SY4712
 SY4712  STATE/COUNTY-  WA/KING
 SY4712  USGS QUAD   -  
 SY4712
 SY4712                         *CURRENT SURVEY CONTROL
 SY4712  ___________________________________________________________________
 SY4712* NAD 83(1991)-  47 40 38.82662(N)    122 24 47.41861(W)     ADJUSTED  
 SY4712* NAVD 88     -                                                        
 SY4712  ___________________________________________________________________
 SY4712  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 SY4712  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SY4712
 SY4712  HORZ ORDER  -  THIRD
 SY4712
 SY4712.The horizontal coordinates were established by classical geodetic methods
 SY4712.and adjusted by the National Geodetic Survey in December 1991..
 SY4712
 SY4712
 SY4712.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4712
 SY4712.The geoid height was determined by GEOID03.
 SY4712
 SY4712;                    North         East     Units Scale Factor Converg.
 SY4712;SPC WA N     -    76,537.942   381,382.683   MT  0.99997163   -1 10 34.4
 SY4712;SPC WA N     -   251,108.23  1,251,253.02   sFT  0.99997163   -1 10 34.4
 SY4712;UTM  10      - 5,280,618.126   544,046.837   MT  0.99962384   +0 26 02.0
 SY4712
 SY4712                          SUPERSEDED SURVEY CONTROL
 SY4712
 SY4712  NAD 83(1986)-  47 40 38.82114(N)    122 24 47.42314(W) AD(       ) 4
 SY4712  NAD 27      -  47 40 39.46800(N)    122 24 42.95900(W) AD(       ) 3
 SY4712
 SY4712.Superseded values are not recommended for survey control.
 SY4712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4712.See file dsdata.txt to determine how the superseded data were derived.
 SY4712
 SY4712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4404780618(NAD 83)
 SY4712_MARKER: 14 = NAVIGATION LIGHT
 SY4712
 SY4712  HISTORY     - Date     Condition        Report By
 SY4712  HISTORY     - 1921     FIRST OBSERVED   CGS
 SY4712  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY4712  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY4712
 SY4712                          STATION DESCRIPTION
 SY4712
 SY4712'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4712'STATION IS THE BLINKER LIGHT ON A DOLPHIN LOCATED AT THE ENTRANCE
 SY4712'TO LAKE WASHINGTON CANAL.
 SY4712
 SY4712                          STATION RECOVERY (1987)
 SY4712
 SY4712'RECOVERY NOTE BY US POWER SQUADRON 1987 (DIA)
 SY4712'MARK NOT FOUND.
 SY4712
 SY4712                          STATION RECOVERY (2001)
 SY4712
 SY4712'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0579 ***********************************************************************
 SD0579  DESIGNATION -  CANBY
 SD0579  PID         -  SD0579
 SD0579  STATE/COUNTY-  WA/PACIFIC
 SD0579  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0579
 SD0579                         *CURRENT SURVEY CONTROL
 SD0579  ___________________________________________________________________
 SD0579* NAD 83(1991)-  46 16 44.31466(N)    124 02 43.84495(W)     ADJUSTED  
 SD0579* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 SD0579  ___________________________________________________________________
 SD0579  LAPLACE CORR-          13.80  (seconds)                    DEFLEC99
 SD0579  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SD0579
 SD0579  HORZ ORDER  -  SECOND
 SD0579
 SD0579.The horizontal coordinates were established by classical geodetic methods
 SD0579.and adjusted by the National Geodetic Survey in December 1991..
 SD0579
 SD0579.The orthometric height was scaled from a topographic map.
 SD0579
 SD0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0579
 SD0579.The geoid height was determined by GEOID03.
 SD0579
 SD0579;                    North         East     Units Scale Factor Converg.
 SD0579;SPC WA S     -   111,247.838   226,847.939   MT  0.99992880   -2 34 31.6
 SD0579;SPC WA S     -   364,985.62    744,250.28   sFT  0.99992880   -2 34 31.6
 SD0579;SPC OR N     -   296,300.917 2,226,801.518   MT  1.00008296   -2 30 51.9
 SD0579;SPC OR N     -   972,115.87  7,305,779.26   iFT  1.00008296   -2 30 51.9
 SD0579;UTM  10      - 5,125,575.589   419,451.571   MT  0.99967975   -0 45 20.3
 SD0579
 SD0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0579!SPC WA S     -   0.99999644  x   0.99992880  =   0.99992524
 SD0579!SPC OR N     -   0.99999644  x   1.00008296  =   1.00007940
 SD0579!UTM  10      -   0.99999644  x   0.99967975  =   0.99967619
 SD0579
 SD0579:                Primary Azimuth Mark                     Grid Az
 SD0579:SPC WA S     -  BAKER BAY EAST CHANNEL LT 23             047 51 13.9
 SD0579:SPC OR N     -  BAKER BAY EAST CHANNEL LT 23             047 47 34.2
 SD0579:UTM  10      -  BAKER BAY EAST CHANNEL LT 23             046 02 02.6
 SD0579
 SD0579|---------------------------------------------------------------------|
 SD0579| PID    Reference Object                     Distance      Geod. Az  |
 SD0579|                                                           dddmmss.s |
 SD0579| SD0627 BAKER BAY EAST CHANNEL LT 23        APPROX. 2.3 KM 0451642.3 |
 SD0579| SD0633 BAKER BAY EAST CHANNEL LT 21        APPROX. 2.4 KM 0580413.8 |
 SD0579| SC2273 SAND ISLAND LOOKOUT TOWER M 4       APPROX. 4.6 KM 1124303.9 |
 SD0579| SD0584 SAND ISLAND LOOKOUT TOWER M 5       APPROX. 3.0 KM 1192628.7 |
 SD0579| SC2267 SAND ISLAND MIDDLE DIKE LIGHT       APPROX. 4.4 KM 1200556.6 |
 SD0579| SD0575 SAND ISLAND LOWER DIKE LIGHT        APPROX. 3.5 KM 1250919.7 |
 SD0579| SD0577 BAKER BAY W CHANNEL E JETTY LT      APPROX. 1.6 KM 1403507.6 |
 SD0579| SD0651 EAST JETTY 2                        APPROX. 6.6 KM 1542323.0 |
 SD0579| SD0616 BAKER BAY W CHANNEL W JETTY LT      APPROX. 1.5 KM 1551626.5 |
 SD0579| DD9497 CANBY RM 1                            4.354 METERS 25518     |
 SD0579| DD9498 CANBY RM 2                            8.498 METERS 25519     |
 SD0579|---------------------------------------------------------------------|
 SD0579
 SD0579                          SUPERSEDED SURVEY CONTROL
 SD0579
 SD0579  NAD 83(1991)-  46 16 44.31466(N)    124 02 43.84490(W) AD(       ) 2
 SD0579  NAD 83(1986)-  46 16 44.31942(N)    124 02 43.81781(W) AD(       ) 2
 SD0579  NAD 27      -  46 16 44.96014(N)    124 02 39.26778(W) AD(       ) 2
 SD0579
 SD0579.Superseded values are not recommended for survey control.
 SD0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0579.See file dsdata.txt to determine how the superseded data were derived.
 SD0579
 SD0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1945225576(NAD 83)
 SD0579_MARKER: Z = SEE DESCRIPTION
 SD0579_SETTING: 0 = UNSPECIFIED SETTING
 SD0579
 SD0579  HISTORY     - Date     Condition        Report By
 SD0579  HISTORY     - 1958     MONUMENTED       CGS
 SD0579
 SD0579                          STATION DESCRIPTION
 SD0579
 SD0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0579'LOCATED ABOUT 2 MILES SOUTH OF ILWACO, ABOUT 0.2 MILE EAST OF THE
 SD0579'U.S. COAST GUARD, CAPE DISAPPOINTMENT LIFEBOAT STATION, 14.5 FEET
 SD0579'EAST OF A WOVEN WIRE FENCE, 9 FEET SOUTH OF A 30 INCH SPRUCE TREE AT
 SD0579'THE EAST END OF A NARROW RIDGE, 4.2 FEET SOUTHEAST OF A WITNESS POST
 SD0579'ABOUT 180 FEET ABOVE THE RIVER LEVEL.
 SD0579'
 SD0579'TO REACH FROM FIRST STREET AND SPRUCE STREET IN ILWACO (AT TRAFFIC
 SD0579'BLINKER LIGHT) GO WEST ON SPRUCE STREET, FOLLOWING THE MAIN PAVED
 SD0579'ROAD FOR 3.0 MILES TO A ROAD FORK, TAKE RIGHT FORK GO 1.1 MILES
 SD0579'ALONG PAVED ROAD PASSING TO THE LEFT OF THE U.S. COAST GUARD, CAPE
 SD0579'DISAPPOINTMENT LIFEBOAT STATION TO A ROAD FORK, TAKE RIGHT FORK
 SD0579'(UPHILL), GO 0.15 MILE TO A ROAD FORK, TAKE LEFT FORK, GO AHEAD 50
 SD0579'FEET TO ANOTHER ROAD FORK, TAKE RIGHT FORK, GO 0.05 MILE TO A WOVEN
 SD0579'WIRE GATE, PASS THROUGH GATE, PARK TRUCK AND PACK NORTH (UPHILL)
 SD0579'ALONG FENCE FOR ABOUT 50 FEET TO TOP OF SMALL RIDGE AND STATION TO
 SD0579'THE RIGHT.
 SD0579'
 SD0579'THE STATION IS A STANDARD DISK STAMPED CANBY 1958 SET IN THE TOP OF
 SD0579'AN 8-INCH SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES.
 SD0579'
 SD0579'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED CANBY 1958 SET IN AN
 SD0579'IRREGULAR MASS OF CONCRETE, 3 FEET BELOW THE SURFACE OF THE GROUND.
 SD0579'
 SD0579'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CANBY NO 1 1958
 SD0579'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 2
 SD0579'INCHES.  IT IS 1.5 FEET EAST OF THE WOVEN WIRE FENCE.
 SD0579'
 SD0579'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CANBY NO 2 1958
 SD0579'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, PROJECTING 2
 SD0579'INCHES ABOVE THE GROUND.  IT IS 11.5 FEET WEST OF THE WOVEN WIRE
 SD0579'FENCE AND ON RANGE WITH THE STATION AND R.M. 1.
 SD0579'
 SD0579'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2220 ***********************************************************************
 RD2220  DESIGNATION -  CANDIANA LIGHT
 RD2220  PID         -  RD2220
 RD2220  STATE/COUNTY-  WA/SKAMANIA
 RD2220  USGS QUAD   -  BRIDAL VEIL (1994)
 RD2220
 RD2220                         *CURRENT SURVEY CONTROL
 RD2220  ___________________________________________________________________
 RD2220* NAD 83(1991)-  45 34 29.06069(N)    122 11 23.37195(W)     ADJUSTED  
 RD2220* NAVD 88     -        18.6    (meters)      61.     (feet)  VERTCON   
 RD2220  ___________________________________________________________________
 RD2220  X           -  -2,382,455.228 (meters)                     COMP
 RD2220  Y           -  -3,784,765.030 (meters)                     COMP
 RD2220  Z           -   4,532,285.106 (meters)                     COMP
 RD2220  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 RD2220  ELLIP HEIGHT-          -3.44  (meters)          (10/15/91) GPS OBS
 RD2220  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 RD2220
 RD2220  HORZ ORDER  -  THIRD
 RD2220  ELLP ORDER  -  FOURTH    CLASS I
 RD2220
 RD2220.The horizontal coordinates were established by classical geodetic methods
 RD2220.and adjusted by the National Geodetic Survey in December 1991..
 RD2220
 RD2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD2220
 RD2220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD2220
 RD2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2220
 RD2220.The ellipsoidal height was determined by GPS observations
 RD2220.and is referenced to NAD 83.
 RD2220
 RD2220.The geoid height was determined by GEOID03.
 RD2220
 RD2220;                    North         East     Units Scale Factor Converg.
 RD2220;SPC WA S     -    28,245.810   368,102.396   MT  1.00006863   -1 13 38.9
 RD2220;SPC WA S     -    92,669.79  1,207,682.61   sFT  1.00006863   -1 13 38.9
 RD2220;SPC OR N     -   213,409.533 2,368,121.570   MT  0.99991966   -1 11 54.2
 RD2220;SPC OR N     -   700,162.51  7,769,427.72   iFT  0.99991966   -1 11 54.2
 RD2220;UTM  10      - 5,047,119.038   563,212.502   MT  0.99964913   +0 34 43.0
 RD2220
 RD2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2220!SPC WA S     -   1.00000054  x   1.00006863  =   1.00006917
 RD2220!SPC OR N     -   1.00000054  x   0.99991966  =   0.99992020
 RD2220!UTM  10      -   1.00000054  x   0.99964913  =   0.99964967
 RD2220
 RD2220                          SUPERSEDED SURVEY CONTROL
 RD2220
 RD2220  NAD 83(1991)-  45 34 29.06069(N)    122 11 23.37195(W) AD(       ) 4
 RD2220  NAD 83(1986)-  45 34 29.08000(N)    122 11 23.38446(W) AD(       ) 4
 RD2220  NAD 27      -  45 34 29.65000(N)    122 11 19.06000(W) AD(       ) 3
 RD2220  NGVD 29 (03/22/89)   17.6    (m)           58.     (f) GPS OBS        
 RD2220
 RD2220.Superseded values are not recommended for survey control.
 RD2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2220.See file dsdata.txt to determine how the superseded data were derived.
 RD2220
 RD2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6321347119(NAD 83)
 RD2220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2220+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1987
 RD2220
 RD2220  HISTORY     - Date     Condition        Report By
 RD2220  HISTORY     - 1938     FIRST OBSERVED   CGS
 RD2220  HISTORY     - 1946     GOOD             CGS
 RD2220  HISTORY     - 19871005 GOOD
 RD2220
 RD2220                          STATION DESCRIPTION
 RD2220
 RD2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2220'WHITE HOUSE.
 RD2220
 RD2220                          STATION RECOVERY (1946)
 RD2220
 RD2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2220'WHITE HOUSE RECOVERED IN GOOD CONDITION.
 RD2220
 RD2220                          STATION RECOVERY (1987)
 RD2220
 RD2220'RECOVERED 1987
 RD2220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1856 ***********************************************************************
 TR1856  DESIGNATION -  CANDY
 TR1856  PID         -  TR1856
 TR1856  STATE/COUNTY-  WA/WHATCOM
 TR1856  USGS QUAD   -  ELIZA ISLAND (1995)
 TR1856
 TR1856                         *CURRENT SURVEY CONTROL
 TR1856  ___________________________________________________________________
 TR1856* NAD 83(1991)-  48 41 39.51873(N)    122 37 17.01144(W)     ADJUSTED  
 TR1856* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 TR1856  ___________________________________________________________________
 TR1856  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 TR1856  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 TR1856
 TR1856  HORZ ORDER  -  THIRD
 TR1856
 TR1856.The horizontal coordinates were established by classical geodetic methods
 TR1856.and adjusted by the National Geodetic Survey in December 1991..
 TR1856
 TR1856.The orthometric height was scaled from a topographic map.
 TR1856
 TR1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1856
 TR1856.The geoid height was determined by GEOID03.
 TR1856
 TR1856;                    North         East     Units Scale Factor Converg.
 TR1856;SPC WA N     -   189,913.087   368,378.511   MT  0.99999290   -1 19 52.5
 TR1856;SPC WA N     -   623,073.19  1,208,588.50   sFT  0.99999290   -1 19 52.5
 TR1856;UTM  10      - 5,393,543.815   527,861.387   MT  0.99960954   +0 17 03.9
 TR1856
 TR1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1856!SPC WA N     -   0.99999744  x   0.99999290  =   0.99999034
 TR1856!UTM  10      -   0.99999744  x   0.99960954  =   0.99960698
 TR1856
 TR1856|---------------------------------------------------------------------|
 TR1856| PID    Reference Object                     Distance      Geod. Az  |
 TR1856|                                                           dddmmss.s |
 TR1856| CF7663 CANDY RM 1                           23.820 METERS 06214     |
 TR1856| TR1857 ELIZA RESET                         APPROX. 4.6 KM 1452914.8 |
 TR1856| CF7664 CANDY RM 2                            9.660 METERS 33503     |
 TR1856|---------------------------------------------------------------------|
 TR1856
 TR1856                          SUPERSEDED SURVEY CONTROL
 TR1856
 TR1856  NAD 83(1986)-  48 41 39.52049(N)    122 37 17.01433(W) AD(       ) 3
 TR1856  NAD 27      -  48 41 40.13700(N)    122 37 12.39200(W) AD(       ) 3
 TR1856
 TR1856.Superseded values are not recommended for survey control.
 TR1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1856.See file dsdata.txt to determine how the superseded data were derived.
 TR1856
 TR1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2786193544(NAD 83)
 TR1856_MARKER: Z = SEE DESCRIPTION
 TR1856_SETTING: 0 = UNSPECIFIED SETTING
 TR1856
 TR1856  HISTORY     - Date     Condition        Report By
 TR1856  HISTORY     - 1956     MONUMENTED       CGS
 TR1856  HISTORY     - 1970     SEE DESCRIPTION  LOCSUR
 TR1856  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TR1856
 TR1856                          STATION DESCRIPTION
 TR1856
 TR1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (KBJ)
 TR1856'ON THE SOUTHERN END OF POINT FRANCES AT THE SOUTH END OF THE
 TR1856'LUMMI INDIAN RESERVATION AND ON THE EAST SIDE OF HALE PASSAGE.  ON
 TR1856'A 100 FOOT GRASSY BLUFF AT THE EDGE OF A FIELD.  NORTH END OF ELIZA
 TR1856'ISLAND BEARS 123 DEG MAGNETIC.
 TR1856'
 TR1856'STATION IS MARKED WITH A STANDARD DISK ATTACHED TO THE END OF A
 TR1856'BRASS PIPE SET IN A SQUARE SLAB OF CONCRETE WHICH IS FLUSH WITH
 TR1856'THE GROUND.  THE PIPE EXTENDS ABOUT 4 IN ABOVE THE SLAB.  THE
 TR1856'MARK IS STAMPED CANDY 1956.
 TR1856'
 TR1856'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RM 1 1956 SET IN A
 TR1856'DRILL HOLE IN A LARGE BOULDER AT THE BASE OF LARGE (3 FOOT
 TR1856'DIAMETER) PINE TREE NE OF THE STATION.
 TR1856'
 TR1856'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RM 2 1956 SET IN A
 TR1856'DRILL HOLE IN A BOULDER EXTENDING 4 INCHES ABOVE GROUND AND
 TR1856'NW OF THE STATION.
 TR1856
 TR1856                          STATION RECOVERY (1970)
 TR1856
 TR1856'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (JCM)
 TR1856'THE BLUFF SHOWS APPARENT EROSION OR BULLDOZER WORK - CANDY WAS
 TR1856'FOUND DOWN IN THE WATER AT THE EDGE OF THE BEACH, SEARCHED FOR AND
 TR1856'DID NOT FIND RM 2.  RM 1 FOUND APPARENTLY INTACT.
 TR1856'
 TR1856'MARK MUST BE RESET.
 TR1856
 TR1856                          STATION RECOVERY (1971)
 TR1856
 TR1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TR1856'THE FOLLOWING REPORT WAS RECEIVED FROM MAC LEAN SURVEYORS OF
 TR1856'BELLINGHAM WASHINGTON--
 TR1856'
 TR1856'THE BLUFF SHOWS APPARENT EROSION OR BULLDOZER WORK.  STATION MARK
 TR1856'HAS BEEN DESTROYED.  IT WAS FOUND IN THE WATER AT THE BOTTOM OF THE
 TR1856'BLUFF.
 TR1856'
 TR1856'REFERENCE MARK NO. 1 WAS FOUND APPARENTLY INTACT.
 TR1856'
 TR1856'REFERENCE MARK NO. 2 WAS NOT FOUND.
 TR1856'
 TR1856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1856'6-1/2 MILES WEST-SOUTHWEST OF BELLINGHAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1659 ***********************************************************************
 TR1659  DESIGNATION -  CANNERY RANGE
 TR1659  PID         -  TR1659
 TR1659  STATE/COUNTY-  WA/JEFFERSON
 TR1659  USGS QUAD   -  PORT TOWNSEND SOUTH (1981)
 TR1659
 TR1659                         *CURRENT SURVEY CONTROL
 TR1659  ___________________________________________________________________
 TR1659* NAD 83(1991)-  48 06 23.61835(N)    122 46 17.91503(W)     ADJUSTED  
 TR1659* NAVD 88     -                                                        
 TR1659  ___________________________________________________________________
 TR1659  LAPLACE CORR-         -10.43  (seconds)                    DEFLEC99
 TR1659  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 TR1659
 TR1659  HORZ ORDER  -  THIRD
 TR1659
 TR1659.The horizontal coordinates were established by classical geodetic methods
 TR1659.and adjusted by the National Geodetic Survey in December 1991..
 TR1659
 TR1659
 TR1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1659
 TR1659.The geoid height was determined by GEOID03.
 TR1659
 TR1659;                    North         East     Units Scale Factor Converg.
 TR1659;SPC WA N     -   124,847.585   355,674.674   MT  0.99994227   -1 26 35.2
 TR1659;SPC WA N     -   409,604.12  1,166,909.33   sFT  0.99994227   -1 26 35.2
 TR1659;UTM  10      - 5,328,169.326   516,999.286   MT  0.99960355   +0 10 12.0
 TR1659
 TR1659                          SUPERSEDED SURVEY CONTROL
 TR1659
 TR1659  NAD 83(1986)-  48 06 23.61799(N)    122 46 17.92032(W) AD(       ) 4
 TR1659  NAD 27      -  48 06 24.29900(N)    122 46 13.31700(W) AD(       ) 3
 TR1659
 TR1659.Superseded values are not recommended for survey control.
 TR1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1659.See file dsdata.txt to determine how the superseded data were derived.
 TR1659
 TR1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1699928169(NAD 83)
 TR1659
 TR1659  HISTORY     - Date     Condition        Report By
 TR1659  HISTORY     - UNK      MONUMENTED
 TR1659  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1659
 TR1659                          STATION DESCRIPTION
 TR1659
 TR1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1659'THE STATION IS LOST.  THERE IS NO LONGER ANY CANNERY RANGE NEAR
 TR1659'THE PLOTTED POSITION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1471 ***********************************************************************
 RB1471  DESIGNATION -  CANOE
 RB1471  PID         -  RB1471
 RB1471  STATE/COUNTY-  WA/BENTON
 RB1471  USGS QUAD   -  CANOE RIDGE (1993)
 RB1471
 RB1471                         *CURRENT SURVEY CONTROL
 RB1471  ___________________________________________________________________
 RB1471* NAD 83(1991)-  45 52 56.27315(N)    119 45 28.76563(W)     ADJUSTED  
 RB1471* NAVD 88     -       283.6    (meters)     930.     (feet)  VERTCON   
 RB1471  ___________________________________________________________________
 RB1471  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 RB1471  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 RB1471
 RB1471  HORZ ORDER  -  SECOND
 RB1471
 RB1471.The horizontal coordinates were established by classical geodetic methods
 RB1471.and adjusted by the National Geodetic Survey in December 1991..
 RB1471
 RB1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1471
 RB1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1471
 RB1471.The geoid height was determined by GEOID03.
 RB1471
 RB1471;                    North         East     Units Scale Factor Converg.
 RB1471;SPC WA S     -    61,288.686   557,598.793   MT  0.99998926   +0 32 20.4
 RB1471;SPC WA S     -   201,077.96  1,829,388.71   sFT  0.99998926   +0 32 20.4
 RB1471;SPC OR N     -   246,476.824 2,557,597.851   MT  0.99997220   +0 31 34.4
 RB1471;SPC OR N     -   808,651.00  8,391,069.06   iFT  0.99997220   +0 31 34.4
 RB1471;UTM  11      - 5,084,669.323   285,992.493   MT  1.00016308   -1 58 50.7
 RB1471
 RB1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1471!SPC WA S     -   0.99995896  x   0.99998926  =   0.99994822
 RB1471!SPC OR N     -   0.99995896  x   0.99997220  =   0.99993116
 RB1471!UTM  11      -   0.99995896  x   1.00016308  =   1.00012203
 RB1471
 RB1471:                Primary Azimuth Mark                     Grid Az
 RB1471:SPC WA S     -  BOULDER                                  084 40 25.1
 RB1471:SPC OR N     -  BOULDER                                  084 41 11.1
 RB1471:UTM  11      -  BOULDER                                  087 11 36.2
 RB1471
 RB1471|---------------------------------------------------------------------|
 RB1471| PID    Reference Object                     Distance      Geod. Az  |
 RB1471|                                                           dddmmss.s |
 RB1471| RB1468 BOULDER                             APPROX. 4.3 KM 0851245.5 |
 RB1471| CF4617 CANOE RM 1                           15.110 METERS 14013     |
 RB1471| CF4618 CANOE RM 2                           17.111 METERS 22509     |
 RB1471|---------------------------------------------------------------------|
 RB1471
 RB1471                          SUPERSEDED SURVEY CONTROL
 RB1471
 RB1471  NAD 83(1991)-  45 52 56.27322(N)    119 45 28.76579(W) AD(       ) 2
 RB1471  NAD 83(1986)-  45 52 56.28216(N)    119 45 28.75687(W) AD(       ) 2
 RB1471  NAD 27      -  45 52 56.80400(N)    119 45 24.65300(W) AD(       ) 2
 RB1471  NGVD 29 (07/19/86)  282.6    (m)          927.     (f) VERT ANG       
 RB1471
 RB1471.Superseded values are not recommended for survey control.
 RB1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1471.See file dsdata.txt to determine how the superseded data were derived.
 RB1471
 RB1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL8599284669(NAD 83)
 RB1471_MARKER: Z = SEE DESCRIPTION
 RB1471_SETTING: 0 = UNSPECIFIED SETTING
 RB1471
 RB1471  HISTORY     - Date     Condition        Report By
 RB1471  HISTORY     - 1942     MONUMENTED       USE
 RB1471  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RB1471  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RB1471
 RB1471                          STATION DESCRIPTION
 RB1471
 RB1471'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB1471'STATION IS ABOUT 1 MILE N OF WHITCOMB RAILWAY STATION ON THE
 RB1471'SPOKANE, PORTLAND, AND SEATTLE RAILWAY AND ABOUT 1/2 MILE E OF
 RB1471'THE HIGHEST POINT OF CANOE RIDGE.
 RB1471'
 RB1471'STATION MARK IS A STANDARD U.S.E. CONTROL-STATION DISK SET IN A
 RB1471'BURIED BOULDER ABOUT 6 BY 10 INCHES AND FLUSH WITH THE SURFACE,
 RB1471'ABOUT 1/2 MILE E AND 25 FEET LOWER THAN HIGHEST POINT, 100 FEET N
 RB1471'OF STEEP DROP-OFF, AND 0.8 METER E OF A WHITE REFERENCE POST
 RB1471'PROJECTING ABOUT 2 FEET.  IT IS STAMPED CANOE 1942.
 RB1471'
 RB1471'NO UNDERGROUND MARK ESTABLISHED.
 RB1471'
 RB1471'REFERENCE MARK NO.1 IS A STANDARD U.S.E. DISK SET IN AN OUTCROP
 RB1471'PROJECTING ABOUT 6 INCHES.  IT IS ABOUT 1 FOOT LOWER IN
 RB1471'ELEVATION THAN STATION MARK.  IT IS STAMPED CANOE R.M. 1 1942.
 RB1471'
 RB1471'REFERENCE MARK NO.2 IS A STANDARD U.S.E. DISK SET IN AN OUTCROP
 RB1471'ABOUT 1-1/2 BY 2 FEET AND PROJECTING ABOUT 8 INCHES ABOVE THE
 RB1471'SURFACE.  IT IS ABOUT 1-1/2 FEET LOWER IN ELEVATION THAN THE
 RB1471'STATION MARK.  IT IS STAMPED CANOE R.M. 2 1942.
 RB1471'
 RB1471'STATION BOULDER (U.S.E.) USED AS AZIMUTH MARK.
 RB1471'
 RB1471'STATION IS REACHED BY DRIVING TRUCK IN A GENERALLY NE DIRECTION
 RB1471'FROM WHITCOMB TO THE SUMMIT OF RIDGE, BUT IT IS BELIEVED A LESS
 RB1471'DIFFICULT METHOD WOULD BE TO DRIVE E ON ROAD LEADING TOWARD
 RB1471'PATERSON 2.5 MILES.  THENCE BEAR LEFT TO TOP OF RIDGE AND FOLLOW
 RB1471'IT WESTERLY ABOUT 2 MILES TO STATION.
 RB1471
 RB1471                          STATION RECOVERY (1959)
 RB1471
 RB1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RB1471'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  A
 RB1471'NEW DESCRIPTION FOLLOWS--
 RB1471'
 RB1471'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF THE SPOKANE,
 RB1471'PORTLAND AND SEATTLE RAILWAY DEPOT IN WHITCOMB, ABOUT 9 MILES
 RB1471'WEST-SOUTHWEST OF PATERSON, AND ABOUT 20 MILES SOUTH OF
 RB1471'PROSSER.  IT IS ON THE HIGHEST PART OF A PROMINENT BLUFF, ABOUT
 RB1471'0.5 MILE EAST OF THE HIGHEST POINT OF THE RIDGE.
 RB1471'
 RB1471'STATION MARK, STAMPED CANOE 1942, IS A U. S. ARMY ENGINEERS CONTROL
 RB1471'STATION BRONZE DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER,
 RB1471'6 X 10 INCHES, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 RB1471'STATION IS ABOUT 0.5 MILE EAST OF AND 25 FEET LOWER THAN THE
 RB1471'HIGHEST POINT OF THE BLUFF, 100 FEET NORTH OF A STEEP DROP -OFF,
 RB1471'AND 2-1/2 FEET EAST OF A WHITE WITNESS POST THAT PROJECTS 2.5
 RB1471'FEET ABOVE THE GROUND.  NO UNDERGROUND MARK WAS ESTABLISHED.
 RB1471'
 RB1471'REFERENCE MARK 1, STAMPED CANOE RM 1 1942, IS A U. S. ARMY
 RB1471'ENGINEERS REFERENCE MARK BRONZE DISK SET IN A DRILL HOLE IN THE TOP
 RB1471'OF A BOULDER THAT PROJECTS ABOUT A FOOT ABOVE THE GROUND, AND
 RB1471'IS 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 RB1471'
 RB1471'REFERENCE MARK 2, STAMPED CANOE RM 2 1942, IS A U. S. ARMY
 RB1471'ENGINEERS REFERENCE MARK BRONZE DISK SET IN A DRILL HOLE IN TOP
 RB1471'OF A BOULDER THAT PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, AND IS
 RB1471'ABOUT 1.5 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 RB1471'
 RB1471'TO REACH FROM THE SPOKANE, PORTLAND AND SEATTLE RAILWAY DEPOT
 RB1471'AT WHITCOMB GO EAST ON WASHINGTON STATE HIGHWAY 8 FOR 3.2 MILES
 RB1471'TO A TRACK ROAD ON LEFT.  TURN LEFT (NORTH), AND FOLLOW TRACK
 RB1471'ROAD FOR 1.7 MILES TO A CORRAL AND LIVESTOCK WATERING TANK ON THE
 RB1471'RIGHT.  TURN LEFT (SOUTH), AND GO CROSS-COUNTRY 0.65 MILE TO
 RB1471'CREST OF RIDGE.  TURN RIGHT AND GO ALONG CREST OF RIDGE FOR 1.05
 RB1471'MILES TO STATION NEAR THE HIGHEST POINT OF THE BLUFF AS
 RB1471'DESCRIBED.
 RB1471'
 RB1471'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE NOT MEASURED.
 RB1471
 RB1471                          STATION RECOVERY (1965)
 RB1471
 RB1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RB1471'THE STATION WAS RECOVERED AS DESCRIBED.  A METAL WITNESS POST
 RB1471'WAS PLACED 2 FEET WEST OF THE STATION MARK.  THE TO REACH IS
 RB1471'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2074 ***********************************************************************
 TR2074  DESIGNATION -  CANOE 1889
 TR2074  PID         -  TR2074
 TR2074  STATE/COUNTY-  WA/SAN JUAN
 TR2074  USGS QUAD   -  SHAW ISLAND (1994)
 TR2074
 TR2074                         *CURRENT SURVEY CONTROL
 TR2074  ___________________________________________________________________
 TR2074* NAD 83(1991)-  48 33 16.91572(N)    122 55 30.74227(W)     ADJUSTED  
 TR2074* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2074  ___________________________________________________________________
 TR2074  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 TR2074  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TR2074
 TR2074  HORZ ORDER  -  THIRD
 TR2074
 TR2074.The horizontal coordinates were established by classical geodetic methods
 TR2074.and adjusted by the National Geodetic Survey in December 1991..
 TR2074
 TR2074.The orthometric height was scaled from a topographic map.
 TR2074
 TR2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2074
 TR2074.The geoid height was determined by GEOID03.
 TR2074
 TR2074;                    North         East     Units Scale Factor Converg.
 TR2074;SPC WA N     -   174,957.676   345,597.486   MT  0.99997131   -1 33 26.8
 TR2074;SPC WA N     -   574,006.98  1,133,847.75   sFT  0.99997131   -1 33 26.8
 TR2074;UTM  10      - 5,377,958.383   505,519.210   MT  0.99960037   +0 03 21.8
 TR2074
 TR2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2074!SPC WA N     -   1.00000304  x   0.99997131  =   0.99997434
 TR2074!UTM  10      -   1.00000304  x   0.99960037  =   0.99960340
 TR2074
 TR2074                          SUPERSEDED SURVEY CONTROL
 TR2074
 TR2074  NAD 83(1986)-  48 33 16.91755(N)    122 55 30.74481(W) AD(       ) 3
 TR2074  NAD 27      -  48 33 17.55500(N)    122 55 26.11700(W) AD(       ) 3
 TR2074
 TR2074.Superseded values are not recommended for survey control.
 TR2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2074.See file dsdata.txt to determine how the superseded data were derived.
 TR2074
 TR2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0551977958(NAD 83)
 TR2074
 TR2074  HISTORY     - Date     Condition        Report By
 TR2074  HISTORY     - 1889     MONUMENTED       CGS
 TR2074  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2074  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2074
 TR2074                          STATION DESCRIPTION
 TR2074
 TR2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (JJG)
 TR2074'STATION IS ON SE POINT OF CANOE ISLAND.  THIS IS A SEPARATE ROCK
 TR2074'AT HIGH TIDE, AND CANNOT BE MISTAKEN.
 TR2074'
 TR2074'STATION IS MARKED BY A 1/2-INCH HOLE, 2 INCHES DEEP, IN SOLID
 TR2074'ROCK, ABOUT 4 FEET ABOVE TIDES.
 TR2074
 TR2074                          STATION RECOVERY (1940)
 TR2074
 TR2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2074'THE DRILL HOLE WAS RECOVERED AND RE-MARKED WITH STANDARD DISK
 TR2074'STAMPED CANOE 1889-1940.  REFERENCE MARKS, STANDARD DISKS, WERE
 TR2074'ESTABLISHED AND STAMPED IN LIKE MANNER.  ALL MARKS ARE IN LEDGE.
 TR2074'
 TR2074'STATION IS IN LEDGE ON A POINT ON THE SE SIDE OF CANOE ISLAND,
 TR2074'UPRIGHT CHANNEL, 1.9 NAUTICAL MILES FROM UPRIGHT HEAD.  THIS IS
 TR2074'THE NEAREST POINT ON THE ISLAND TO FLAT POINT.  POINT IS ACTUALLY
 TR2074'A DETACHED ROCK AT HIGH WATER.  STATION IS 6 METERS FROM THE
 TR2074'EXTREME END OF ROCKS OR POINT AND 5 FEET ABOVE HIGH WATER.  THE
 TR2074'HIGHEST PART OF POINT IS 25 METERS INSHORE OF STATION, A ROCKY
 TR2074'KNOB OF ABOUT 25 FEET ELEVATION.  REFERENCE MARK NO.1 IS
 TR2074'3.495 METERS FROM STATION.  REFERENCE MARK NO.2 IS 3.890 METERS
 TR2074'FROM STATION.
 TR2074
 TR2074                          STATION RECOVERY (1973)
 TR2074
 TR2074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2074'STATION FOUND AS DESCRIBED, NEW ELEV ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1096 ***********************************************************************
 SW1096  DESIGNATION -  CANYON
 SW1096  PID         -  SW1096
 SW1096  STATE/COUNTY-  WA/LINCOLN
 SW1096  USGS QUAD   -  BENJAMIN LAKE (1985)
 SW1096
 SW1096                         *CURRENT SURVEY CONTROL
 SW1096  ___________________________________________________________________
 SW1096* NAD 83(1991)-  47 47 22.46708(N)    118 03 05.04571(W)     ADJUSTED  
 SW1096* NAVD 88     -       585.2    (meters)    1920.     (feet)  VERTCON   
 SW1096  ___________________________________________________________________
 SW1096  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 SW1096  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 SW1096
 SW1096  HORZ ORDER  -  SECOND
 SW1096
 SW1096.The horizontal coordinates were established by classical geodetic methods
 SW1096.and adjusted by the National Geodetic Survey in December 1991..
 SW1096
 SW1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1096
 SW1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1096
 SW1096.The geoid height was determined by GEOID03.
 SW1096
 SW1096;                    North         East     Units Scale Factor Converg.
 SW1096;SPC WA N     -    91,553.272   708,391.436   MT  0.99995859   +2 04 16.3
 SW1096;SPC WA N     -   300,371.03  2,324,114.24   sFT  0.99995859   +2 04 16.3
 SW1096;UTM  11      - 5,293,447.892   421,252.185   MT  0.99967620   -0 46 43.7
 SW1096
 SW1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1096!SPC WA N     -   0.99991126  x   0.99995859  =   0.99986985
 SW1096!UTM  11      -   0.99991126  x   0.99967620  =   0.99958749
 SW1096
 SW1096:                Primary Azimuth Mark                     Grid Az
 SW1096:SPC WA N     -  MONDOVI                                  064 06 19.6
 SW1096:UTM  11      -  MONDOVI                                  066 57 19.6
 SW1096
 SW1096|---------------------------------------------------------------------|
 SW1096| PID    Reference Object                     Distance      Geod. Az  |
 SW1096|                                                           dddmmss.s |
 SW1096| SV1399 MONDOVI                             APPROX. 4.3 KM 0661035.9 |
 SW1096| CF1193 CANYON RM                             6.624 METERS 15152     |
 SW1096|---------------------------------------------------------------------|
 SW1096
 SW1096                          SUPERSEDED SURVEY CONTROL
 SW1096
 SW1096  NAD 83(1986)-  47 47 22.47088(N)    118 03 05.04561(W) AD(       ) 2
 SW1096  NAD 27      -  47 47 22.89900(N)    118 03 01.14700(W) AD(       ) 2
 SW1096  NGVD 29 (07/19/86)  584.0    (m)         1916.     (f) VERT ANG       
 SW1096
 SW1096.Superseded values are not recommended for survey control.
 SW1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1096.See file dsdata.txt to determine how the superseded data were derived.
 SW1096
 SW1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN2125293448(NAD 83)
 SW1096_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1096_SETTING: 66 = SET IN ROCK OUTCROP
 SW1096
 SW1096  HISTORY     - Date     Condition        Report By
 SW1096  HISTORY     - 1935     MONUMENTED       BOR
 SW1096
 SW1096                          STATION DESCRIPTION
 SW1096
 SW1096'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1096'STATION IS LOCATED ON ROCKY TIP OF SANDY, GREASEWOOD-AND
 SW1096'TIMBER-COVERED HILL AT THE CONFLUENCE OF MILL CANYON AND THE
 SW1096'SPOKANE RIVER, ABOUT 1/4 MILE NW OF 1/4 SEC. 35/2, T. 26-27 N.,
 SW1096'R. 38 E. WM.
 SW1096'
 SW1096'TO REACH STATION FROM MONDOVI RAILROAD STATION, 0.0, DRIVE N ON
 SW1096'GRAVEL ROAD.  0.5, TURN LEFT ON DIRT ROAD.  2.0 RIGHT ON DIRT
 SW1096'ROAD.  3.5, TURN RIGHT.  4.0, TURN LEFT.  4.6, LEFT FORK DOWN
 SW1096'CANYON.  7.1, RIGHT FORK ALONG CANYON FLOOR.  10.5, RIGHT FORK AT
 SW1096'OLD SCHOOLHOUSE.  10.8, THROUGH GATE AND STOP AT BLAZED PINE
 SW1096'TREE.  STATION IS ON TOP OF HILL.
 SW1096'
 SW1096'ALTERNATE ROUTE - ABOUT 10.3 TAKE FORK TO RIGHT ACROSS DRY WASH
 SW1096'AND UP ON TO SMALL BENCH AT MOUTH OF DRAW.  LEAVE CAR HERE, CROSS
 SW1096'DRAW AND STRIKE OLD TRAIL WINDING UP SANDY HILL.  FOLLOW TO TOP
 SW1096'AND ACROSS BENCH TO STATION ON ROCKY TIP ABOUT 3/8 MILE FURTHER.
 SW1096'
 SW1096'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 2 AND 20A,
 SW1096'RESPECTIVELY.
 SW1096'
 SW1096'HEIGHT OF STAND ABOVE STATION MARK 1.19 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1456 ***********************************************************************
 SX1456  DESIGNATION -  CANYON
 SX1456  PID         -  SX1456
 SX1456  STATE/COUNTY-  WA/KING
 SX1456  USGS QUAD   -  LAKE JOY (1993)
 SX1456
 SX1456                         *CURRENT SURVEY CONTROL
 SX1456  ___________________________________________________________________
 SX1456* NAD 83(1991)-  47 39 38.06481(N)    121 46 59.15897(W)     ADJUSTED  
 SX1456* NAVD 88     -       516.     (meters)    1693.     (feet)  SCALED    
 SX1456  ___________________________________________________________________
 SX1456  LAPLACE CORR-          19.89  (seconds)                    DEFLEC99
 SX1456  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 SX1456
 SX1456  HORZ ORDER  -  SECOND
 SX1456
 SX1456.The horizontal coordinates were established by classical geodetic methods
 SX1456.and adjusted by the National Geodetic Survey in December 1991..
 SX1456
 SX1456.The orthometric height was scaled from a topographic map.
 SX1456
 SX1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1456
 SX1456.The geoid height was determined by GEOID03.
 SX1456
 SX1456;                    North         East     Units Scale Factor Converg.
 SX1456;SPC WA N     -    73,884.023   428,663.354   MT  0.99997392   -0 42 25.6
 SX1456;SPC WA N     -   242,401.17  1,406,373.02   sFT  0.99997392   -0 42 25.6
 SX1456;UTM  10      - 5,279,292.760   591,368.501   MT  0.99970259   +0 53 58.4
 SX1456
 SX1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1456!SPC WA N     -   0.99992254  x   0.99997392  =   0.99989646
 SX1456!UTM  10      -   0.99992254  x   0.99970259  =   0.99962515
 SX1456
 SX1456:                Primary Azimuth Mark                     Grid Az
 SX1456:SPC WA N     -  FULLER                                   162 18 08.7
 SX1456:UTM  10      -  FULLER                                   160 41 44.7
 SX1456
 SX1456|---------------------------------------------------------------------|
 SX1456| PID    Reference Object                     Distance      Geod. Az  |
 SX1456|                                                           dddmmss.s |
 SX1456| SX1446 FULLER                              APPROX. 8.7 KM 1613543.1 |
 SX1456| CF4187 CANYON RM                             8.771 METERS 27712     |
 SX1456|---------------------------------------------------------------------|
 SX1456
 SX1456                          SUPERSEDED SURVEY CONTROL
 SX1456
 SX1456  NAD 83(1986)-  47 39 38.05488(N)    121 46 59.16308(W) AD(       ) 2
 SX1456  NAD 27      -  47 39 38.69000(N)    121 46 54.74500(W) AD(       ) 2
 SX1456
 SX1456.Superseded values are not recommended for survey control.
 SX1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1456.See file dsdata.txt to determine how the superseded data were derived.
 SX1456
 SX1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET9136979293(NAD 83)
 SX1456
 SX1456  HISTORY     - Date     Condition        Report By
 SX1456  HISTORY     - 1937     MONUMENTED       WAGS
 SX1456  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SX1456  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SX1456
 SX1456                          STATION DESCRIPTION
 SX1456
 SX1456'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1456'STATION IS ON A RIDGE LYING W OF CANYON CREEK, IN T.25, R.8E.  IT IS
 SX1456'A LOGGED RIDGE BARE EXCEPT AT THE N END.  THE STATION IS ON A HIGH
 SX1456'KNOLL NEAR THE MIDDLE OF THIS RIDGE.
 SX1456'
 SX1456'THE STATION CAN BE REACHED BY LOGGING RAILROAD TO CAMP A FROM
 SX1456'SNOQUALMIE WITH PERMISSION FROM THE SNOQUALMIE LUMBER COMPANY.  FROM
 SX1456'THE CAMP WALK W TO OLD LOGGING GRADE WHICH RUNS ALONG THE FOOT OF
 SX1456'THE FIRST RIDGE 200 TO 300 YARDS.  FOLLOW GRADE S AND SWING AROUND
 SX1456'S END OF RIDGE ABOVE CANYON CREEK.  CROSS THE CREEK AND STATION
 SX1456'IS ON THE HIGHEST HILL ON W SIDE OF THE CREEK.
 SX1456
 SX1456                          STATION RECOVERY (1952)
 SX1456
 SX1456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SX1456'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 SX1456'
 SX1456'STATION CAN BE REACHED BY DRIVING TO SNOQUALMIE LOOKOUT
 SX1456'STATION.  IT IS ON A BOULDER ALMOST UNDER THE LOOKOUT TOWER.
 SX1456'
 SX1456'THE REFERENCE MARK IS ON A BOULDER UNDER THE LOOKOUT TOWER.
 SX1456
 SX1456                          STATION RECOVERY (1973)
 SX1456
 SX1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SX1456'THE STATION MARK AND REFERENCE MARK WERE SEARCHED FOR BUT NOT
 SX1456'RECOVERED.  HOWEVER, THE DRILL HOLES WERE BELIEVED TO HAVE BEEN
 SX1456'FOUND AND CANYON 2 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.  FOR
 SX1456'THE TO REACH, SEE THE DESCRIPTION THEREOF.
 SX1456'
 SX1456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SX1456'6-1/4 MILES EAST-NORTHEAST OF CARNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1864 ***********************************************************************
 SA1864  DESIGNATION -  CANYON
 SA1864  PID         -  SA1864
 SA1864  STATE/COUNTY-  WA/WHITMAN
 SA1864  USGS QUAD   -  HOOPER LAKE (1981)
 SA1864
 SA1864                         *CURRENT SURVEY CONTROL
 SA1864  ___________________________________________________________________
 SA1864* NAD 83(1991)-  46 37 42.78186(N)    118 02 22.12342(W)     ADJUSTED  
 SA1864* NAVD 88     -       430.7    (meters)    1413.     (feet)  VERTCON   
 SA1864  ___________________________________________________________________
 SA1864  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 SA1864  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SA1864
 SA1864  HORZ ORDER  -  THIRD
 SA1864
 SA1864.The horizontal coordinates were established by classical geodetic methods
 SA1864.and adjusted by the National Geodetic Survey in December 1991..
 SA1864
 SA1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1864
 SA1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1864
 SA1864.The geoid height was determined by GEOID03.
 SA1864
 SA1864;                    North         East     Units Scale Factor Converg.
 SA1864;SPC WA S     -   146,901.794   688,383.784   MT  0.99991488   +1 47 14.3
 SA1864;SPC WA S     -   481,960.30  2,258,472.46   sFT  0.99991488   +1 47 14.3
 SA1864;UTM  11      - 5,164,412.351   420,427.257   MT  0.99967783   -0 45 20.4
 SA1864
 SA1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1864!SPC WA S     -   0.99993571  x   0.99991488  =   0.99985060
 SA1864!UTM  11      -   0.99993571  x   0.99967783  =   0.99961356
 SA1864
 SA1864|---------------------------------------------------------------------|
 SA1864| PID    Reference Object                     Distance      Geod. Az  |
 SA1864|                                                           dddmmss.s |
 SA1864| CF4620 CANYON RM 1                          20.538 METERS 05434     |
 SA1864| CF4619 CANYON AZ MK                                       2165543.2 |
 SA1864| CF4621 CANYON RM 2                          10.107 METERS 22236     |
 SA1864| SA1868 HARRIS                              APPROX. 5.9 KM 2651550.5 |
 SA1864|---------------------------------------------------------------------|
 SA1864
 SA1864                          SUPERSEDED SURVEY CONTROL
 SA1864
 SA1864  NAD 83(1986)-  46 37 42.79022(N)    118 02 22.11655(W) AD(       ) 3
 SA1864  NAD 27      -  46 37 43.25600(N)    118 02 18.29700(W) AD(       ) 3
 SA1864  NGVD 29 (07/19/86)  429.7    (m)         1410.     (f) VERT ANG       
 SA1864
 SA1864.Superseded values are not recommended for survey control.
 SA1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1864.See file dsdata.txt to determine how the superseded data were derived.
 SA1864
 SA1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM2042764412(NAD 83)
 SA1864_MARKER: DS = TRIANGULATION STATION DISK
 SA1864_SETTING: 0 = UNSPECIFIED SETTING
 SA1864
 SA1864  HISTORY     - Date     Condition        Report By
 SA1864  HISTORY     - 1946     MONUMENTED       CGS
 SA1864  HISTORY     - 1969     GOOD             CGS
 SA1864
 SA1864                          STATION DESCRIPTION
 SA1864
 SA1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SA1864'STATION IS LOCATED ABOUT 8 MILES (AIR LINE) SE OF HAY, 4 MILES
 SA1864'(AIR LINE) NW OF RIPARIA, ON A LONG RIDGE BETWEEN THE ROAD FROM
 SA1864'RIPARIA TO HAY AND THE ROAD FROM RIPARIA TO ALKALI FLAT.
 SA1864'
 SA1864'STATION MARK IS A BRONZE DISK SET IN CONCRETE PROJECTING ABOUT
 SA1864'4 INCHES.  IT IS 3-1/2 FEET E OF FENCE LINE, 15-1/2 FEET SE OF A
 SA1864'GATEPOST, AND AT THE END OF A GRADED DIRT FIELD ROAD AS IT TOPS THE
 SA1864'RIDGE.  DISK IS STAMPED CANYON 1946.  UNDERGROUND MARK IS A BRONZE
 SA1864'STATION DISK SET IN CONCRETE.
 SA1864'
 SA1864'TO REACH FROM THE SCHOOLHOUSE IN HAY, GO S ON THE RIPARIA ROAD
 SA1864'FOR 8.4 MILES TO A FARMHOUSE ON THE LEFT AND A LARGE RED BARN AND
 SA1864'TOOL SHED ON THE RIGHT, TURN RIGHT ONTO FIELD ROAD JUST BEFORE
 SA1864'REACHING TOOL SHED AND CONTINUE UP GRADE FOR 1.0 MILE TO TOP OF
 SA1864'RIDGE AND STATION.
 SA1864'
 SA1864'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 SA1864'PROJECTING ABOUT 4 INCHES.  IT IS 2-1/2 FEET W OF FENCE LINE, 3-1/2
 SA1864'FEET NW OF GATEPOST, AND IS ABOUT 3 FEET HIGHER THAN THE
 SA1864'STATION.  DISK IS STAMPED CANYON NO 1 1946.
 SA1864'
 SA1864'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 SA1864'PROJECTING ABOUT 4 INCHES.  IT IS 6 INCHES E OF FENCE LINE AND
 SA1864'1-1/2 FEET LOWER THAN THE STATION.  DISK IS STAMPED CANYON NO 2
 SA1864'1946.
 SA1864'
 SA1864'AZIMUTH MARK IS A BRONZE DISK BRAZED TO AN IRON PIPE PROJECTING
 SA1864'ABOUT 4 INCHES.  IT IS 6 INCHES E OF FENCE LINE AND ABOUT 9 FEET
 SA1864'W OF FIELD ROAD.  DISK IS STAMPED CANYON 1946.
 SA1864
 SA1864                          STATION RECOVERY (1969)
 SA1864
 SA1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 SA1864'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, THE DESCRIPTION
 SA1864'IS ACCURATE AND COMPLETE.  THE PROPERTY BELONGS TO A MR. PIERSON.
 SA1864'
 SA1864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA1864'4 MILES NORTHEAST OF RIPARIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1458 ***********************************************************************
 SX1458  DESIGNATION -  CANYON 2
 SX1458  PID         -  SX1458
 SX1458  STATE/COUNTY-  WA/KING
 SX1458  USGS QUAD   -  LAKE JOY (1993)
 SX1458
 SX1458                         *CURRENT SURVEY CONTROL
 SX1458  ___________________________________________________________________
 SX1458* NAD 83(1991)-  47 39 38.61950(N)    121 46 59.19170(W)     ADJUSTED  
 SX1458* NAVD 88     -       515.6    (meters)    1692.     (feet)  VERTCON   
 SX1458  ___________________________________________________________________
 SX1458  LAPLACE CORR-          19.90  (seconds)                    DEFLEC99
 SX1458  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 SX1458
 SX1458  HORZ ORDER  -  FIRST
 SX1458
 SX1458.The horizontal coordinates were established by classical geodetic methods
 SX1458.and adjusted by the National Geodetic Survey in December 1991..
 SX1458
 SX1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1458
 SX1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1458
 SX1458.The geoid height was determined by GEOID03.
 SX1458
 SX1458;                    North         East     Units Scale Factor Converg.
 SX1458;SPC WA N     -    73,901.160   428,662.882   MT  0.99997390   -0 42 25.7
 SX1458;SPC WA N     -   242,457.39  1,406,371.47   sFT  0.99997390   -0 42 25.7
 SX1458;UTM  10      - 5,279,309.873   591,367.550   MT  0.99970258   +0 53 58.4
 SX1458
 SX1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1458!SPC WA N     -   0.99992261  x   0.99997390  =   0.99989652
 SX1458!UTM  10      -   0.99992261  x   0.99970258  =   0.99962522
 SX1458
 SX1458:                Primary Azimuth Mark                     Grid Az
 SX1458:SPC WA N     -  CASCADE LOT                              076 47 18.8
 SX1458:UTM  10      -  CASCADE LOT                              075 10 54.7
 SX1458
 SX1458|---------------------------------------------------------------------|
 SX1458| PID    Reference Object                     Distance      Geod. Az  |
 SX1458|                                                           dddmmss.s |
 SX1458| SX1448 CASCADE LOT                         APPROX. 7.1 KM 0760453.1 |
 SX1458| CF4188 CANYON 2 RM 2                        17.283 METERS 17750     |
 SX1458| CF4189 CANYON 2 RM 3                        16.928 METERS 26437     |
 SX1458|---------------------------------------------------------------------|
 SX1458
 SX1458                          SUPERSEDED SURVEY CONTROL
 SX1458
 SX1458  NAD 83(1986)-  47 39 38.60955(N)    121 46 59.19615(W) AD(       ) 1
 SX1458  NAD 27      -  47 39 39.23996(N)    121 46 54.78937(W) AD(       ) 1
 SX1458  NGVD 29 (07/19/86)  514.5    (m)         1688.     (f) VERT ANG       
 SX1458
 SX1458.Superseded values are not recommended for survey control.
 SX1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1458.See file dsdata.txt to determine how the superseded data were derived.
 SX1458
 SX1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET9136879310(NAD 83)
 SX1458_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1458_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SX1458
 SX1458  HISTORY     - Date     Condition        Report By
 SX1458  HISTORY     - 1973     MONUMENTED       NGS
 SX1458
 SX1458                          STATION DESCRIPTION
 SX1458
 SX1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SX1458'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH-NORTHEAST OF
 SX1458'SNOQUALMIE, 6-1/4 MILES EAST-NORTHEAST OF CARNATION IN A CLEARED
 SX1458'AREA ON A HIGH KNOLL NEAR THE MIDDLE OF A RIDGE ON THE WEST SIDE
 SX1458'OF CANYON CREEK.  IT IS ON PROPERTY OF WEYERHAUSER LUMBER COMPANY
 SX1458'AND IN THE SE 1/4 SEC 8, T 24 N, R 8 E.  PERMISSION FOR THE
 SX1458'STATION AND A KEY FOR THE LOCKED GATE WAS OBTAINED FROM MR.
 SX1458'CHARLES T. SCOTT, LAND USE SUPERVISOR, WEYERHAUSER COMPANY,
 SX1458'SNOQUALMIE, WASHINGTON.  HIS TELEPHONE NUMBER IS TU8-2511.
 SX1458'
 SX1458'TO REACH THE STATION FROM THE RAILROAD DEPOT IN SNOQUALMIE, GO
 SX1458'NORTH ON RAILROAD AVE FOR 0.85 MILE TO A SIDE ROAD RIGHT JUST AFTER
 SX1458'CROSSING THE SNOQUALMIE RIVER.  CONTINUE FOR 0.2 MILE TO A REVERSE
 SX1458'FORK RIGHT.  TURN SHARP RIGHT AND GO EASTERLY FOR 0.05 MILE TO A
 SX1458'FORK.  KEEP THE LEFT FORK AND CONTINUE FOR 1.45 MILES TO A SIDE
 SX1458'ROAD LEFT.  CONTINUE FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN
 SX1458'LEFT AND GO NORTHEASTERLY FOR 0.15 MILE ON SE 53 ST TO A FORK.
 SX1458'KEEP THE LEFT FORK AND CONTINUE FOR 0.4 MILE TO A CROSSROAD.
 SX1458'TURN LEFT AND GO NORTHERLY FOR 0.1 MILE TO A LOCKED GATE.
 SX1458'PASS THROUGH THE GATE AND CONTINUE NORTHERLY FOR 1.7 MILES TO A
 SX1458'SIDE ROAD LEFT.  TURN LEFT AND CONTINUE IN A NORTHERLY
 SX1458'DIRECTION FOR 4.0 MILES TO A FORK.  KEEP THE LEFT FORK FOR
 SX1458'0.1 MILE TO A FORK.  KEEP THE RIGHT FORK AND GO NORTHERLY ON A
 SX1458'TRACK WOODS ROAD FOR 1.8 MILES TO A FORK.  KEEP THE RIGHT
 SX1458'FORK AND CONTINUE FOR 2.4 MILES TO THE TOP OF THE HILL AND THE
 SX1458'STATION IN A CLEARED AREA.
 SX1458'
 SX1458'THE STATION MARK IS A STANDARD DISK STAMPED CANYON 2 1973.  IT
 SX1458'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 SX1458'WHICH PROJECTS ABOUT 2 INCHES.  IT IS 39 FEET EAST OF WHERE THE
 SX1458'TRACK ROAD ENTERS THE CLEARED AREA AND 3.6 FEET SOUTH OF A METAL
 SX1458'WITNESS POST.  THERE IS NO UNDERGROUND STATION MARK.
 SX1458'
 SX1458'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CANYON 2 NO 2
 SX1458'1973.  IT IS CEMENTED IN A DRILL HOLE TOP OF A 6 BY 10-FOOT
 SX1458'OUTCROP OF BEDROCK WHICH PROJECTS ABOUT 1 FOOT AND IS ABOUT 2
 SX1458'FEET HIGHER THAN THE STATION.  IT IS 65-1/2 FEET SOUTH-SOUTHEAST
 SX1458'OF WHERE THE TRACK ROAD ENTERS THE CLEARED AREA, 59.6 FEET SOUTH
 SX1458'OF THE WITNESS POST NEAR THE STATION AND 13.6 FEET
 SX1458'SOUTH-SOUTHEAST OF THE SOUTHEAST LEG FOUNDATION OF AN OLD LOOKOUT
 SX1458'TOWER.
 SX1458'
 SX1458'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CANYON 2 NO 2
 SX1458'1973.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 SX1458'MONUMENT WHICH IS FLUSH AND IS ABOUT 3 FEET LOWER THAN THE
 SX1458'STATION.  IT IS 16-1/2 FEET WEST-SOUTHWEST OF WHERE THE TRACK
 SX1458'ROAD ENTERS THE CLEARED AREA AND 1.7 FEET EAST OF A METAL WITNESS
 SX1458'POST WHICH IS SITUATED NEAR IT.
 SX1458'
 SX1458'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH.
 SX1458'
 SX1458'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2026 ***********************************************************************
 RC2026  DESIGNATION -  CANYON CREEK
 RC2026  PID         -  RC2026
 RC2026  STATE/COUNTY-  WA/KLICKITAT
 RC2026  USGS QUAD   -  GRAYBACK MOUNTAIN (1983)
 RC2026
 RC2026                         *CURRENT SURVEY CONTROL
 RC2026  ___________________________________________________________________
 RC2026* NAD 83(1991)-  45 55 57.87656(N)    121 04 33.56602(W)     ADJUSTED  
 RC2026* NAVD 88     -       626.5    (meters)    2055.     (feet)  VERTCON   
 RC2026  ___________________________________________________________________
 RC2026  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 RC2026  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 RC2026
 RC2026  HORZ ORDER  -  SECOND
 RC2026
 RC2026.The horizontal coordinates were established by classical geodetic methods
 RC2026.and adjusted by the National Geodetic Survey in December 1991..
 RC2026
 RC2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2026
 RC2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2026
 RC2026.The geoid height was determined by GEOID03.
 RC2026
 RC2026;                    North         East     Units Scale Factor Converg.
 RC2026;SPC WA S     -    66,787.757   455,329.179   MT  0.99997894   -0 25 06.2
 RC2026;SPC WA S     -   219,119.50  1,493,859.15   sFT  0.99997894   -0 25 06.2
 RC2026;UTM  10      - 5,088,374.696   649,160.033   MT  0.99987352   +1 22 57.7
 RC2026
 RC2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2026!SPC WA S     -   0.99990504  x   0.99997894  =   0.99988398
 RC2026!UTM  10      -   0.99990504  x   0.99987352  =   0.99977857
 RC2026
 RC2026|---------------------------------------------------------------------|
 RC2026| PID    Reference Object                     Distance      Geod. Az  |
 RC2026|                                                           dddmmss.s |
 RC2026| CF4191 CANYON CREEK RM 1                     8.118 METERS 08008     |
 RC2026| CF4190 CANYON CREEK AZ MK                                 3511644.8 |
 RC2026| CF4192 CANYON CREEK RM 2                     8.279 METERS 35308     |
 RC2026|---------------------------------------------------------------------|
 RC2026
 RC2026                          SUPERSEDED SURVEY CONTROL
 RC2026
 RC2026  NAD 83(1991)-  45 55 57.87841(N)    121 04 33.56591(W) AD(       ) 2
 RC2026  NAD 83(1986)-  45 55 57.89254(N)    121 04 33.55594(W) AD(       ) 2
 RC2026  NAD 27      -  45 55 58.45500(N)    121 04 29.29600(W) AD(       ) 2
 RC2026  NGVD 29 (07/19/86)  625.4    (m)         2052.     (f) VERT ANG       
 RC2026
 RC2026.Superseded values are not recommended for survey control.
 RC2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2026.See file dsdata.txt to determine how the superseded data were derived.
 RC2026
 RC2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4916088375(NAD 83)
 RC2026_MARKER: DS = TRIANGULATION STATION DISK
 RC2026_SETTING: 0 = UNSPECIFIED SETTING
 RC2026
 RC2026  HISTORY     - Date     Condition        Report By
 RC2026  HISTORY     - 1947     MONUMENTED       CGS
 RC2026
 RC2026                          STATION DESCRIPTION
 RC2026
 RC2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2026'THE STATION IS LOCATED ABOUT 4 MILES AIRLINE SOUTH OF THE GREY
 RC2026'BACK LOOKOUT OF THE FOREST SERVICE, AND IS ON THE EAST SIDE OF
 RC2026'THE ROAD ON THE WAY TO THE LOOKOUT 1.1 MILES BY ROAD FROM THE
 RC2026'GOLDENDALE- GLENWOOD ROAD.
 RC2026'
 RC2026'TO REACH THE STATION FROM NORTH COLUMBUS AND BROADWAY STREETS IN
 RC2026'GOLDENDALE GO WEST ON BROADWAY AND CONTINUING ON PAVED ROAD FOR
 RC2026'6.8 MILES TO THE BLOCKHOUSE STORE.  CONTINUE ON PAVED ROAD FOR
 RC2026'2.1 MILES TO A FORK AT TURN IN PAVED ROAD.  TAKE RIGHT FORK ONTO
 RC2026'GRAVEL ROAD AND CONTINUE NORTHERLY FOR 1.2 MILES TO A FORK.  TAKE
 RC2026'LEFT FORK WESTERLY FOR 2.5 MILES TO A FORK.  TURN RIGHT
 RC2026'NORTHERLY AND CONTINUE FOR 4.4 MILES TO THE SUMMIT OF A RISE AND
 RC2026'A BOARD GATE ON THE RIGHT.  TURN RIGHT OFF MAIN ROAD PASS
 RC2026'THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 1.1 MILE TO STATION
 RC2026'ON THE RIGHT.
 RC2026'
 RC2026'THE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE PROJECTING
 RC2026'ABOUT 2 INCHES, ABOUT 6 METERS EAST OF THE ROAD, 12.6 METERS WEST
 RC2026'OF A BLAZED TREE.  IT IS STAMPED CANYON CR 1947.
 RC2026'
 RC2026'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 RC2026'CONCRETE PROJECTING ABOUT 2 INCHES, AND IS ABOUT THE SAME ELEVATION
 RC2026'AS THE STATION.  IT IS STAMPED CANYON CR NO 1 1947.
 RC2026'
 RC2026'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 RC2026'CONCRETE PROJECTING ABOUT 2 INCHES, AND IS ABOUT THE SAME ELEVATION
 RC2026'AS THE STATION.  IT IS STAMPED CANYON CR NO 2 1947.
 RC2026'
 RC2026'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN OUTCROP ON
 RC2026'WEST SLOPE OF HILL 60 PACES EAST OF THE ROAD 0.8 MILE BY ROAD
 RC2026'NORTH NORTHWEST OF THE STATION.  IT IS STAMPED CANYON CR 1947.
 RC2026'
 RC2026'SUB STATION IS THE SOUTHERLY ONE OF THREE SMALL PINE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2208 ***********************************************************************
 RD2208  DESIGNATION -  CAP
 RD2208  PID         -  RD2208
 RD2208  STATE/COUNTY-  WA/SKAMANIA
 RD2208  USGS QUAD   -  BRIDAL VEIL (1994)
 RD2208
 RD2208                         *CURRENT SURVEY CONTROL
 RD2208  ___________________________________________________________________
 RD2208* NAD 83(1991)-  45 34 01.59574(N)    122 11 59.34436(W)     ADJUSTED  
 RD2208* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 RD2208  ___________________________________________________________________
 RD2208  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 RD2208  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 RD2208
 RD2208  HORZ ORDER  -  THIRD
 RD2208
 RD2208.The horizontal coordinates were established by classical geodetic methods
 RD2208.and adjusted by the National Geodetic Survey in December 1991..
 RD2208
 RD2208.The orthometric height was scaled from a topographic map.
 RD2208
 RD2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2208
 RD2208.The geoid height was determined by GEOID03.
 RD2208
 RD2208;                    North         East     Units Scale Factor Converg.
 RD2208;SPC WA S     -    27,414.780   367,304.302   MT  1.00007095   -1 14 05.1
 RD2208;SPC WA S     -    89,943.32  1,205,064.20   sFT  1.00007095   -1 14 05.1
 RD2208;SPC OR N     -   212,578.222 2,367,324.019   MT  0.99991873   -1 12 19.8
 RD2208;SPC OR N     -   697,435.11  7,766,811.09   iFT  0.99991873   -1 12 19.8
 RD2208;UTM  10      - 5,046,263.627   562,441.322   MT  0.99964793   +0 34 17.1
 RD2208
 RD2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2208!SPC WA S     -   0.99999957  x   1.00007095  =   1.00007052
 RD2208!SPC OR N     -   0.99999957  x   0.99991873  =   0.99991830
 RD2208!UTM  10      -   0.99999957  x   0.99964793  =   0.99964750
 RD2208
 RD2208:                Primary Azimuth Mark                     Grid Az
 RD2208:SPC WA S     -  HORN                                     046 59 43.0
 RD2208:SPC OR N     -  HORN                                     046 57 57.7
 RD2208:UTM  10      -  HORN                                     045 11 20.8
 RD2208
 RD2208|---------------------------------------------------------------------|
 RD2208| PID    Reference Object                     Distance      Geod. Az  |
 RD2208|                                                           dddmmss.s |
 RD2208| RD2221 HORN                                APPROX. 1.4 KM 0454537.9 |
 RD2208|---------------------------------------------------------------------|
 RD2208
 RD2208                          SUPERSEDED SURVEY CONTROL
 RD2208
 RD2208  NAD 83(1991)-  45 34 01.59574(N)    122 11 59.34436(W) AD(       ) 3
 RD2208  NAD 83(1986)-  45 34 01.60639(N)    122 11 59.35133(W) AD(       ) 3
 RD2208  NAD 27      -  45 34 02.17400(N)    122 11 55.02100(W) AD(       ) 3
 RD2208
 RD2208.Superseded values are not recommended for survey control.
 RD2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2208.See file dsdata.txt to determine how the superseded data were derived.
 RD2208
 RD2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6244146264(NAD 83)
 RD2208
 RD2208  HISTORY     - Date     Condition        Report By
 RD2208  HISTORY     - 1935     MONUMENTED       USE
 RD2208  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2208
 RD2208                          STATION DESCRIPTION
 RD2208
 RD2208'DESCRIBED BY US ENGINEERS 1935
 RD2208'ON N BANK OF COLUMBIA RIVER, ON TOP OF POINT OF CAPE HORN, ABOUT
 RD2208'250 FEET ABOVE RIVER AND 10 FEET N OF EDGE OF CLIFF.  STATION IS
 RD2208'ABOUT 100 FEET UPSTREAM FROM AIRWAY BEACON.
 RD2208'
 RD2208'STATION MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN CONCRETE
 RD2208'POST WITH USED CAP 1935 MARKED IN CONCRETE.
 RD2208
 RD2208                          STATION RECOVERY (1946)
 RD2208
 RD2208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2208'STATION WAS FOUND IN GOOD CONDITION.  IT IS ON THE N BANK OF THE
 RD2208'COLUMBIA RIVER, ON TOP OF POINT OF CAPE HORN, ABOUT 250 FEET
 RD2208'ABOVE RIVER, AND 10 FEET N OF END OF EDGE OF CLIFF.  IT IS ABOUT
 RD2208'100 FEET UPSTREAM FROM AIRWAY BEACON WHICH HAS BEEN DISMANTLED,
 RD2208'BUT LOCATION OF WHICH IS STILL MARKED BY THE LEG ANCHORS.
 RD2208'STATION IS MARKED BY A SECTION OF 1-1/4-INCH IRON PIPE IN
 RD2208'CONCRETE POST, WITH CAP USED 1935 INSCRIBED IN TOP OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2695 ***********************************************************************
 TR2695  CBN         -  This is a Cooperative Base Network Control Station.
 TR2695  DESIGNATION -  CAP SANTE
 TR2695  PID         -  TR2695
 TR2695  STATE/COUNTY-  WA/SKAGIT
 TR2695  USGS QUAD   -  ANACORTES NORTH (1995)
 TR2695
 TR2695                         *CURRENT SURVEY CONTROL
 TR2695  ___________________________________________________________________
 TR2695* NAD 83(1998)-  48 30 47.71382(N)    122 35 56.31053(W)     ADJUSTED  
 TR2695* NAVD 88     -        61.116  (meters)     200.51   (feet)  ADJUSTED  
 TR2695  ___________________________________________________________________
 TR2695  X           -  -2,280,639.668 (meters)                     COMP
 TR2695  Y           -  -3,566,277.400 (meters)                     COMP
 TR2695  Z           -   4,754,903.460 (meters)                     COMP
 TR2695  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 TR2695  ELLIP HEIGHT-          39.21  (meters)          (03/21/00) GPS OBS
 TR2695  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR2695  DYNAMIC HT  -          61.133 (meters)     200.57  (feet)  COMP
 TR2695  MODELED GRAV-     980,880.8   (mgal)                       NAVD 88
 TR2695
 TR2695  HORZ ORDER  -  A
 TR2695  VERT ORDER  -  SECOND    CLASS II
 TR2695  ELLP ORDER  -  THIRD     CLASS II
 TR2695
 TR2695.The horizontal coordinates were established by GPS observations
 TR2695.and adjusted by the National Geodetic Survey in March 2000..
 TR2695.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR2695.DATUM ITEM on the data sheet items page.
 TR2695
 TR2695.The orthometric height was determined by differential leveling
 TR2695.and adjusted by the National Geodetic Survey in April 1995..
 TR2695
 TR2695.Photographs are available for this station.
 TR2695
 TR2695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR2695
 TR2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2695
 TR2695.The ellipsoidal height was determined by GPS observations
 TR2695.and is referenced to NAD 83.
 TR2695
 TR2695.The geoid height was determined by GEOID03.
 TR2695
 TR2695.The dynamic height is computed by dividing the NAVD 88
 TR2695.geopotential number by the normal gravity value computed on the
 TR2695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR2695.degrees latitude (g = 980.6199 gals.).
 TR2695
 TR2695.The modeled gravity was interpolated from observed gravity values.
 TR2695
 TR2695;                    North         East     Units Scale Factor Converg.
 TR2695;SPC WA N     -   169,746.815   369,566.471   MT  0.99996605   -1 18 52.4
 TR2695;SPC WA N     -   556,911.01  1,212,486.00   sFT  0.99996605   -1 18 52.4
 TR2695;UTM  10      - 5,373,426.459   529,616.695   MT  0.99961078   +0 18 01.5
 TR2695
 TR2695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2695!SPC WA N     -   0.99999385  x   0.99996605  =   0.99995991
 TR2695!UTM  10      -   0.99999385  x   0.99961078  =   0.99960464
 TR2695
 TR2695                          SUPERSEDED SURVEY CONTROL
 TR2695
 TR2695  NAD 83(1991)-  48 30 47.71078(N)    122 35 56.31169(W) AD(       ) B
 TR2695  ELLIP H (05/29/91)   39.43   (m)                       GP(       ) 4 1
 TR2695  NAVD 88 (08/25/95)   61.12   (m)          200.5    (f) LEVELING    3  
 TR2695  NGVD 29 (05/29/91)   59.97   (m)          196.8    (f) LEVELING    3  
 TR2695
 TR2695.Superseded values are not recommended for survey control.
 TR2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2695.See file dsdata.txt to determine how the superseded data were derived.
 TR2695
 TR2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2961773426(NAD 83)
 TR2695_MARKER: DH = HORIZONTAL CONTROL DISK
 TR2695_SETTING: 66 = SET IN ROCK OUTCROP
 TR2695_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TR2695_STAMPING: CAP SANTE 1990
 TR2695_MARK LOGO: NGS   
 TR2695_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR2695+STABILITY: POSITION/ELEVATION WELL
 TR2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2695+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 TR2695
 TR2695  HISTORY     - Date     Condition        Report By
 TR2695  HISTORY     - 1989     MONUMENTED       NGS
 TR2695  HISTORY     - 19910220 GOOD
 TR2695  HISTORY     - 19940330 GOOD             NOS
 TR2695  HISTORY     - 19960207 GOOD             NGS
 TR2695  HISTORY     - 19980324 GOOD             BLM
 TR2695  HISTORY     - 20010829 GOOD             USPSQD
 TR2695
 TR2695                          STATION DESCRIPTION
 TR2695
 TR2695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 TR2695'THE STATION IS LCATED ABOUT 30.6 KM (19.0 MI) EAST OF FRIDAY HARBOR,
 TR2695'24.2 KM (15.0 MI) NORTH OF COUPEVILLE, 22.5 KM (14.0 MI) NORTHWEST OF
 TR2695'MOUNT VERNON, IN THE CITY OF ANACORTES AND ON WHAT IS LOCALLY KNOWN
 TR2695'AS CAP SANTE HEAD.
 TR2695'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF COMMERCIAL AVENUE
 TR2695'AND 6TH STRET IN ANACORTES, GO NORTH ON COMMERCIAL AVENUE FOR 0.16 KM
 TR2695'(0.10 MI) TO THE INTERSECTION OF 4TH STREET.  TURN RIGHT AND GO EAST
 TR2695'ON 4TH STREET FOR 0.80 KM (0.50 MI) TO A T-INTERSECTION.  TURN RIGHT
 TR2695'AND GO SOUTHERLY ON V-AVENUE FOR 0.80 KM (0.50 MI) TO THE TOP OF THE
 TR2695'HILL, THE END OF THE ROAD AND THE STATION.
 TR2695'THE MARK IS SET IN A DRILL HOLE IN BEDROCK.  IT IS 11.5 M (37.7 FT)
 TR2695'EAST OF THE EAST END OF A CONCRETE RETAINING WALL, 9.2 M (30.2 FT)
 TR2695'SOUTH OF THE SOUTH EDGE OF THE BLACKTOP, 9.0 M (29.5 FT) SOUTHEAST OF
 TR2695'THE NORTHEAST END OF THE OUTCROP, 5.4 M (17.7 FT) NORTH OF THE
 TR2695'SOUTHEAST EDGE OF THE OUTCROP AND 1.7 M (5.6 FT) WEST OF THE EAST
 TR2695'EDGE OF THE OUTCROP.
 TR2695
 TR2695                          STATION RECOVERY (1991)
 TR2695
 TR2695'RECOVERED 1991
 TR2695'RECOVERED IN GOOD CONDITION.
 TR2695
 TR2695                          STATION RECOVERY (1994)
 TR2695
 TR2695'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JGF)
 TR2695'RECOVERED AS DESCRIBED.
 TR2695
 TR2695                          STATION RECOVERY (1996)
 TR2695
 TR2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 TR2695'RECOVERED AS DESCRIBED
 TR2695
 TR2695                          STATION RECOVERY (1998)
 TR2695
 TR2695'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1998 (KWB)
 TR2695'RECOVERED AS DESCRIBED BY NGS IN 1989 ON TOP OF HILL IN ANACORTES
 TR2695'KNOWN AS CAP SANTE.  CITY OF ANACORTES PARK HOURS 5AM TO 10PM (PER
 TR2695'SIGN ON MARCH 23, 1998) HOWEVER, NO GATE TO PARK.  MARK IS AN NGS
 TR2695'HORIZONTAL CONTROL DISK SET IN CONCRETE IN BEDROCK.  FROM STATION MARK
 TR2695'N 24 W, 26.6 FT (8.1 M) TO SE EDGE OF ASPHALT PARK LOT, S 45 W, 5.7 FT
 TR2695'(1.7 M) TO A 1/2 IN BOLT IN BED ROCK W/ WHITE CIRCLE PAINTED AROUND
 TR2695'IT, N 30 E, 44.1 FT (13.4 M) TO SOUTHERLY EDGE OF -WELCOME TO CAP
 TR2695'SANTE- SIGN.
 TR2695
 TR2695                          STATION RECOVERY (2001)
 TR2695
 TR2695'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 TR2695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0504 ***********************************************************************
 SD0504  DESIGNATION -  CAPE 1911
 SD0504  PID         -  SD0504
 SD0504  STATE/COUNTY-  WA/PACIFIC
 SD0504  USGS QUAD   -  NORTH COVE (1995)
 SD0504
 SD0504                         *CURRENT SURVEY CONTROL
 SD0504  ___________________________________________________________________
 SD0504* NAD 83(1991)-  46 42 10.34686(N)    124 01 59.49571(W)     ADJUSTED  
 SD0504* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SD0504  ___________________________________________________________________
 SD0504  LAPLACE CORR-          15.17  (seconds)                    DEFLEC99
 SD0504  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 SD0504
 SD0504  HORZ ORDER  -  THIRD
 SD0504
 SD0504.The horizontal coordinates were established by classical geodetic methods
 SD0504.and adjusted by the National Geodetic Survey in December 1991..
 SD0504
 SD0504.The orthometric height was scaled from a topographic map.
 SD0504
 SD0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0504
 SD0504.The geoid height was determined by GEOID03.
 SD0504
 SD0504;                    North         East     Units Scale Factor Converg.
 SD0504;SPC WA S     -   158,275.002   229,906.242   MT  0.99991671   -2 33 59.4
 SD0504;SPC WA S     -   519,273.90    754,284.06   sFT  0.99991671   -2 33 59.4
 SD0504;UTM  10      - 5,172,664.777   421,016.747   MT  0.99967668   -0 45 07.2
 SD0504
 SD0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0504!SPC WA S     -   1.00000361  x   0.99991671  =   0.99992032
 SD0504!UTM  10      -   1.00000361  x   0.99967668  =   0.99968029
 SD0504
 SD0504:                Primary Azimuth Mark                     Grid Az
 SD0504:SPC WA S     -  WHARF HOUSE CENTER                       117 23 20.4
 SD0504:UTM  10      -  WHARF HOUSE CENTER                       115 34 28.2
 SD0504
 SD0504|---------------------------------------------------------------------|
 SD0504| PID    Reference Object                     Distance      Geod. Az  |
 SD0504|                                                           dddmmss.s |
 SD0504| SC2544 WHARF HOUSE CENTER                  APPROX. 7.9 KM 1144921.0 |
 SD0504| SD0502 BEACON                              APPROX. 2.9 KM 1311858.5 |
 SD0504| SC2513 ELLEN                               APPROX. 6.6 KM 1364449.7 |
 SD0504| SC2554 PILE BEACON                         APPROX. 8.1 KM 1573004.5 |
 SD0504| SD0480 WILLAPA LIFE SAVING STATION         APPROX. 1.9 KM 3293946.2 |
 SD0504|---------------------------------------------------------------------|
 SD0504
 SD0504                          SUPERSEDED SURVEY CONTROL
 SD0504
 SD0504  NAD 83(1991)-  46 42 10.34502(N)    124 01 59.49403(W) AD(       ) 3
 SD0504  NAD 83(1986)-  46 42 10.34359(N)    124 01 59.48139(W) AD(       ) 3
 SD0504  NAD 27      -  46 42 11.00100(N)    124 01 54.88100(W) AD(       ) 3
 SD0504
 SD0504.Superseded values are not recommended for survey control.
 SD0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0504.See file dsdata.txt to determine how the superseded data were derived.
 SD0504
 SD0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2101772665(NAD 83)
 SD0504
 SD0504  HISTORY     - Date     Condition        Report By
 SD0504  HISTORY     - 1911     MONUMENTED       CGS
 SD0504  HISTORY     - 1922     SEE DESCRIPTION  CGS
 SD0504  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SD0504
 SD0504                          STATION DESCRIPTION
 SD0504
 SD0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (RBD)
 SD0504'STATION IS ON CAPE SHOALWATER ABOUT 600 METERS FROM ITS EXTREME
 SD0504'EASTERN POINT.  IT IS ON A SMALL SAND DUNE, THE HIGHEST POINT IN
 SD0504'THE VICINITY, AND IS EQUALLY DISTANT (ABOUT 100 METERS) FROM HIGH
 SD0504'WATER IN NORTH COVE AND THE OCEAN.  THE CAPE IS COMPOSED OF SHIFTING
 SD0504'SAND AND SOME SCATTERING GRASS AND IS PARTLY COVERED WITH DRIFT
 SD0504'LOGS, MANY OF WHICH ARE BURIED BENEATH THE SANDS.
 SD0504'
 SD0504'ABOUT 50 METERS TO THE WESTWARD OF THE STATION HIGH WATER WASHES
 SD0504'OVER THE CAPE AND THERE IS EVIDENCE THAT A CHANNEL WILL BE FORMED.
 SD0504'
 SD0504'THE STATION IS MARKED BY A 1-PINT CYLINDRICAL, DARK GLASS BEER BOTTLE
 SD0504'SET IN CEMENT 4 FEET BELOW SURFACE.  OVER THIS IS A 3/4-INCH
 SD0504'GALVANIZED-IRON PIPE, 3 FEET LONG, WHICH PASSES THROUGH A ROUND
 SD0504'BLOCK OF CEMENT MOULDED IN A POTATO BARREL.  THIS PIPE PROJECTS 3
 SD0504'INCHES ABOVE TOP OF CEMENT.
 SD0504'
 SD0504'NO REFERENCE MARKS WERE ESTABLISHED, AS THERE IS NOTHING OF A
 SD0504'PERMANENT NATURE IN THE VICINITY.
 SD0504'
 SD0504'STATION CAN BE REACHED BY BOAT FROM THE WILLAPA LIFE SAVING
 SD0504'STATION.
 SD0504
 SD0504                          STATION RECOVERY (1922)
 SD0504
 SD0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SD0504'SEARCHED FOR BUT NOT RECOVERED.  STATION LOST.  SAND SPIT HAS
 SD0504'SHIFTED INSHORE.
 SD0504'
 SD0504'LOCALITY OF STATION NOW OUTSIDE OF HIGH-WATER MARK.
 SD0504
 SD0504                          STATION RECOVERY (1939)
 SD0504
 SD0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SD0504'STATION IS LOST DUE TO SHIFTING OF SHORE LINE N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0327 ***********************************************************************
 TS0327  DESIGNATION -  CAPE ALAVA 1975
 TS0327  PID         -  TS0327
 TS0327  STATE/COUNTY-  WA/CLALLAM
 TS0327  USGS QUAD   -  OZETTE (1984)
 TS0327
 TS0327                         *CURRENT SURVEY CONTROL
 TS0327  ___________________________________________________________________
 TS0327* NAD 83(1991)-  48 10 10.49049(N)    124 43 53.12950(W)     ADJUSTED  
 TS0327* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 TS0327  ___________________________________________________________________
 TS0327  LAPLACE CORR-           9.89  (seconds)                    DEFLEC99
 TS0327  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 TS0327
 TS0327  HORZ ORDER  -  SECOND
 TS0327
 TS0327.The horizontal coordinates were established by classical geodetic methods
 TS0327.and adjusted by the National Geodetic Survey in December 1991..
 TS0327
 TS0327.The orthometric height was scaled from a topographic map.
 TS0327
 TS0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0327
 TS0327.The geoid height was determined by GEOID03.
 TS0327
 TS0327;                    North         East     Units Scale Factor Converg.
 TS0327;SPC WA N     -   137,378.144   210,198.749   MT  0.99994266   -2 54 08.0
 TS0327;SPC WA N     -   450,714.79    689,627.06   sFT  0.99994266   -2 54 08.0
 TS0327;UTM  10      - 5,336,598.208   371,269.477   MT  0.99980362   -1 17 25.1
 TS0327
 TS0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0327!SPC WA N     -   0.99999740  x   0.99994266  =   0.99994006
 TS0327!UTM  10      -   0.99999740  x   0.99980362  =   0.99980102
 TS0327
 TS0327:                Primary Azimuth Mark                     Grid Az
 TS0327:SPC WA N     -  SPIKE ROCK                               009 05 10.8
 TS0327:UTM  10      -  SPIKE ROCK                               007 28 27.9
 TS0327
 TS0327|---------------------------------------------------------------------|
 TS0327| PID    Reference Object                     Distance      Geod. Az  |
 TS0327|                                                           dddmmss.s |
 TS0327| TS0266 SPIKE ROCK                          APPROX. 9.5 KM 0061102.8 |
 TS0327| TS0328 INDIAN 1930 RM 2 1975               316.234 METERS 31159     |
 TS0327|---------------------------------------------------------------------|
 TS0327
 TS0327                          SUPERSEDED SURVEY CONTROL
 TS0327
 TS0327  NAD 83(1986)-  48 10 10.48948(N)    124 43 53.13561(W) AD(       ) 2
 TS0327  NAD 27      -  48 10 11.28383(N)    124 43 48.25397(W) AD(       ) 2
 TS0327
 TS0327.Superseded values are not recommended for survey control.
 TS0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0327.See file dsdata.txt to determine how the superseded data were derived.
 TS0327
 TS0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7126936598(NAD 83)
 TS0327_MARKER: DS = TRIANGULATION STATION DISK
 TS0327_SETTING: 0 = UNSPECIFIED SETTING
 TS0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0327
 TS0327  HISTORY     - Date     Condition        Report By
 TS0327  HISTORY     - 1975     MONUMENTED       NGS
 TS0327
 TS0327                          STATION DESCRIPTION
 TS0327
 TS0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TS0327'THE STATION IS LOCATED ABOUT 14-1/2 MILES SOUTH-SOUTHWEST OF THE
 TS0327'TOWN OF NEAH BAY, ABOUT 3 MILES NORTHWEST OF THE NORTH END OF OZETTE
 TS0327'LAKE, ABOUT 1/8 MILE INSHORE OF (EAST OF) TSKAWAHYAH ISLAND (ALSO
 TS0327'KNOWN AS CANNON BALL ISLAND), ALONG THE PACIFIC COAST, ABOUT 500
 TS0327'FEET NORTH OF THE OZETTE ARCHAEOLOGICAL SITE AND ON THE NORTHWEST
 TS0327'TIP OF CAPE ALAVA AND ABOUT 40 FEET ABOVE MEAN HIGH WATER.
 TS0327'
 TS0327'THE STATION IS A NATIONAL OCEAN SURVEY DISK STAMPED CAPE ALAVA 1975
 TS0327'BRAZED TO A LENGTH OF 1 INCH BRASS PIPE, PROJECTING 2 INCHES ABOVE
 TS0327'THE SURFACE OF THE GROUND.  ON A SLOPING, GRASSY AREA ABOUT 35
 TS0327'YARDS EAST OF THE STORM HIGH WATER LINE.
 TS0327'
 TS0327'INDIAN R.M. 2 IS A NATIONAL OCEAN SURVEY DISK STAMPED INDIAN 1930
 TS0327'RM 2 1975 CEMENTED IN A DRILL HOLE IN A ROCKY OUTCROP OF A LEDGE,
 TS0327'45 FEET NORTH OF THE NORTHEAST CORNER OF CANNON BALL ISLAND.  IT IS
 TS0327'AWASH AT HIGH TIDE.
 TS0327'
 TS0327'TO REACH THE STATION FROM THE NORTH END OF OZETTE LAKE, PACK
 TS0327'WESTWARD ALONG THE CAPE ALAVA TRAIL TO THE OCEAN BEACH, THEN PACK
 TS0327'NORTHWARD ALONG THE BEACH TO THE NORTHWEST TIP OF CAPE ALAVA AND
 TS0327'THE STATION ON THE RIGHT ON THE GRASSY SLOPE.  ABOUT A 1-1/2 HOUR
 TS0327'PACK.
 TS0327'
 TS0327'NEAREST TOWN--NEAH BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0588 ***********************************************************************
 SD0588  DESIGNATION -  CAPE DISAPPOINTMENT 1851
 SD0588  PID         -  SD0588
 SD0588  STATE/COUNTY-  WA/PACIFIC
 SD0588  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0588
 SD0588                         *CURRENT SURVEY CONTROL
 SD0588  ___________________________________________________________________
 SD0588* NAD 83(1991)-  46 16 44.48227(N)    124 02 41.38793(W)     ADJUSTED  
 SD0588* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SD0588  ___________________________________________________________________
 SD0588  LAPLACE CORR-          13.79  (seconds)                    DEFLEC99
 SD0588  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SD0588
 SD0588  HORZ ORDER  -  THIRD
 SD0588
 SD0588.The horizontal coordinates were established by classical geodetic methods
 SD0588.and adjusted by the National Geodetic Survey in December 1991..
 SD0588
 SD0588.The orthometric height was scaled from a topographic map.
 SD0588
 SD0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0588
 SD0588.The geoid height was determined by GEOID03.
 SD0588
 SD0588;                    North         East     Units Scale Factor Converg.
 SD0588;SPC WA S     -   111,250.645   226,900.718   MT  0.99992879   -2 34 29.8
 SD0588;SPC WA S     -   364,994.82    744,423.44   sFT  0.99992879   -2 34 29.8
 SD0588;SPC OR N     -   296,303.780 2,226,854.301   MT  1.00008298   -2 30 50.2
 SD0588;SPC OR N     -   972,125.26  7,305,952.43   iFT  1.00008298   -2 30 50.2
 SD0588;UTM  10      - 5,125,580.069   419,504.220   MT  0.99967965   -0 45 18.6
 SD0588
 SD0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0588!SPC WA S     -   1.00000239  x   0.99992879  =   0.99993118
 SD0588!SPC OR N     -   1.00000239  x   1.00008298  =   1.00008537
 SD0588!UTM  10      -   1.00000239  x   0.99967965  =   0.99968204
 SD0588
 SD0588:                Primary Azimuth Mark                     Grid Az
 SD0588:SPC WA S     -  BAKER WEST BASE                          033 42 55.0
 SD0588:SPC OR N     -  BAKER WEST BASE                          033 39 15.4
 SD0588:UTM  10      -  BAKER WEST BASE                          031 53 43.8
 SD0588
 SD0588|---------------------------------------------------------------------|
 SD0588| PID    Reference Object                     Distance      Geod. Az  |
 SD0588|                                                           dddmmss.s |
 SD0588| SD0605 BAKER WEST BASE                     APPROX. 4.6 KM 0310825.2 |
 SD0588| SC2279 BAKER BAY                           APPROX. 7.7 KM 0934653.2 |
 SD0588| SC2193 SAND ISLAND                         APPROX. 5.8 KM 1333646.1 |
 SD0588|---------------------------------------------------------------------|
 SD0588
 SD0588                          SUPERSEDED SURVEY CONTROL
 SD0588
 SD0588  NAD 83(1991)-  46 16 44.48227(N)    124 02 41.38795(W) AD(       ) 3
 SD0588  NAD 83(1986)-  46 16 44.48790(N)    124 02 41.36118(W) AD(       ) 3
 SD0588  NAD 27      -  46 16 45.12610(N)    124 02 36.80529(W) AD(       ) 3
 SD0588
 SD0588.Superseded values are not recommended for survey control.
 SD0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0588.See file dsdata.txt to determine how the superseded data were derived.
 SD0588
 SD0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1950425580(NAD 83)
 SD0588_MARKER: Z = SEE DESCRIPTION
 SD0588_SETTING: 0 = UNSPECIFIED SETTING
 SD0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0588
 SD0588  HISTORY     - Date     Condition        Report By
 SD0588  HISTORY     - 1851     MONUMENTED       CGS
 SD0588  HISTORY     - 1958     MARK NOT FOUND   CGS
 SD0588
 SD0588                          STATION DESCRIPTION
 SD0588
 SD0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0588'SEARCHED FOR AND NOT RECOVERED.  A DISTANCE AND DIRECTION FROM A
 SD0588'NEARBY TRIANGULATION STATION WAS DETERMINED AND IT DISCLOSED THAT
 SD0588'THE STATION SITE HAS BEEN REMOVED DURING QUARRYING OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0595 ***********************************************************************
 SD0595  DESIGNATION -  CAPE DISAPPOINTMENT LH
 SD0595  PID         -  SD0595
 SD0595  STATE/COUNTY-  WA/PACIFIC
 SD0595  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0595
 SD0595                         *CURRENT SURVEY CONTROL
 SD0595  ___________________________________________________________________
 SD0595* NAD 83(1991)-  46 16 32.97626(N)    124 03 07.68296(W)     ADJUSTED  
 SD0595* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 SD0595  ___________________________________________________________________
 SD0595  LAPLACE CORR-          13.98  (seconds)                    DEFLEC99
 SD0595  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 SD0595
 SD0595  HORZ ORDER  -  THIRD
 SD0595
 SD0595.The horizontal coordinates were established by classical geodetic methods
 SD0595.and adjusted by the National Geodetic Survey in December 1991..
 SD0595
 SD0595.The orthometric height was scaled from a topographic map.
 SD0595
 SD0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0595
 SD0595.The geoid height was determined by GEOID03.
 SD0595
 SD0595;                    North         East     Units Scale Factor Converg.
 SD0595;SPC WA S     -   110,921.076   226,322.380   MT  0.99992909   -2 34 48.9
 SD0595;SPC WA S     -   363,913.56    742,526.01   sFT  0.99992909   -2 34 48.9
 SD0595;SPC OR N     -   295,973.544 2,226,276.226   MT  1.00008189   -2 31 08.8
 SD0595;SPC OR N     -   971,041.81  7,304,055.86   iFT  1.00008189   -2 31 08.8
 SD0595;UTM  10      - 5,125,232.387   418,936.781   MT  0.99968078   -0 45 37.4
 SD0595
 SD0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0595!SPC WA S     -   1.00000099  x   0.99992909  =   0.99993008
 SD0595!SPC OR N     -   1.00000099  x   1.00008189  =   1.00008288
 SD0595!UTM  10      -   1.00000099  x   0.99968078  =   0.99968177
 SD0595
 SD0595                          SUPERSEDED SURVEY CONTROL
 SD0595
 SD0595  NAD 83(1991)-  46 16 32.97625(N)    124 03 07.68295(W) AD(       ) 4
 SD0595  NAD 83(1986)-  46 16 32.98121(N)    124 03 07.65549(W) AD(       ) 4
 SD0595  NAD 27      -  46 16 33.62191(N)    124 03 03.10383(W) AD(       ) 3
 SD0595
 SD0595.Superseded values are not recommended for survey control.
 SD0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0595.See file dsdata.txt to determine how the superseded data were derived.
 SD0595
 SD0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1893725232(NAD 83)
 SD0595_MARKER: 13 = LIGHTHOUSE
 SD0595_MARK LOGO: CGS   
 SD0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0595+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2002
 SD0595
 SD0595  HISTORY     - Date     Condition        Report By
 SD0595  HISTORY     - 1873     FIRST OBSERVED   CGS
 SD0595  HISTORY     - 1934     GOOD             CGS
 SD0595  HISTORY     - 1956     GOOD             CGS
 SD0595  HISTORY     - 1958     GOOD             CGS
 SD0595  HISTORY     - 1981     GOOD             NOS
 SD0595  HISTORY     - 19881213 GOOD             MGSINC
 SD0595  HISTORY     - 19891012 GOOD             MGSINC
 SD0595  HISTORY     - 20020202 GOOD             USPSQD
 SD0595  HISTORY     - 20060621 GOOD             GEOCAC
 SD0595
 SD0595                          STATION DESCRIPTION
 SD0595
 SD0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RAM)
 SD0595'THE STATION IS THE CENTER OF THE CAPE DISAPPOINTMENT LIGHTHOUSE,
 SD0595'ON THE S EXTREMITY OF THE CAPE, AND JUST N OF THE MOUTH OF COLUMBIA
 SD0595'RIVER.  IT IS SOMETIMES CALLED FORT CANBY LIGHTHOUSE.
 SD0595'
 SD0595'NOTE--STATION IN GOOD CONDITION IN 1934.  USED IN 1926 UNDER NAME
 SD0595'FORT CANBY LIGHTHOUSE WHICH IS INCORRECT.
 SD0595
 SD0595                          STATION RECOVERY (1956)
 SD0595
 SD0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 SD0595'STATION IS THE PROMINENT LIGHTHOUSE ON CAPE DISAPPOINTMENT AT THE
 SD0595'SOUTH END OF THE CAPE AND ON THE NORTH SIDE OF THE MOUTH OF THE
 SD0595'COLUMBIA RIVER.  IT IS LISTED AS NO. 821 OF THE LIGHT LIST OF THE
 SD0595'PACIFIC OCEAN OF THE UNITED STATES.  THE BALL AT THE APEX OF THE
 SD0595'CONICAL ROOF WAS THE OBJECT OBSERVED.
 SD0595
 SD0595                          STATION RECOVERY (1958)
 SD0595
 SD0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0595'RECOVERED IN GOOD CONDITION ON THE SOUTHEAST POINT OF CAPE
 SD0595'DISAPPOINTMENT, ON THE NORTH SIDE OF THE MOUTH OF THE COLUMBIA
 SD0595'RIVER ABOUT 220 FEET ABOVE THE RIVER.
 SD0595'
 SD0595'THE STATION IS THE BALL AT THE APEX OF THE CONICAL ROOF OF A LARGE
 SD0595'WHITE LIGHTHOUSE STRUCTURE.  THE LIGHTHOUSE IS LISTED AS NO. 821.
 SD0595
 SD0595                          STATION RECOVERY (1981)
 SD0595
 SD0595'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SD0595'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SD0595
 SD0595                          STATION RECOVERY (1988)
 SD0595
 SD0595'RECOVERY NOTE BY MINISTER AND GLAESER 1988
 SD0595'RECOVERED IN GOOD CONDITION.
 SD0595
 SD0595                          STATION RECOVERY (1989)
 SD0595
 SD0595'RECOVERY NOTE BY MINISTER AND GLAESER 1989
 SD0595'RECOVERED IN GOOD CONDITION.
 SD0595
 SD0595                          STATION RECOVERY (2002)
 SD0595
 SD0595'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDH)
 SD0595'RECOVERED IN GOOD CONDITION.
 SD0595
 SD0595                          STATION RECOVERY (2006)
 SD0595
 SD0595'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 SD0595'GEOCAC FIRST REPORT.
 SD0595'LIGHTHOUSE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0637 ***********************************************************************
 SD0637  DESIGNATION -  CAPE DISAPPOINTMENT ASTRO STA
 SD0637  PID         -  SD0637
 SD0637  STATE/COUNTY-  WA/PACIFIC
 SD0637  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0637
 SD0637                         *CURRENT SURVEY CONTROL
 SD0637  ___________________________________________________________________
 SD0637* NAD 83(1991)-  46 16 35.67269(N)    124 02 54.86112(W)     ADJUSTED  
 SD0637* NAVD 88     -                                                        
 SD0637  ___________________________________________________________________
 SD0637  LAPLACE CORR-          13.88  (seconds)                    DEFLEC99
 SD0637  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 SD0637
 SD0637  HORZ ORDER  -  THIRD
 SD0637
 SD0637.The horizontal coordinates were established by classical geodetic methods
 SD0637.and adjusted by the National Geodetic Survey in December 1991..
 SD0637
 SD0637
 SD0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0637
 SD0637.The geoid height was determined by GEOID03.
 SD0637
 SD0637;                    North         East     Units Scale Factor Converg.
 SD0637;SPC WA S     -   110,991.892   226,600.347   MT  0.99992902   -2 34 39.6
 SD0637;SPC WA S     -   364,145.90    743,437.97   sFT  0.99992902   -2 34 39.6
 SD0637;SPC OR N     -   296,044.667 2,226,554.161   MT  1.00008214   -2 30 59.8
 SD0637;SPC OR N     -   971,275.15  7,304,967.72   iFT  1.00008214   -2 30 59.8
 SD0637;UTM  10      - 5,125,311.975   419,212.291   MT  0.99968023   -0 45 28.2
 SD0637
 SD0637                          SUPERSEDED SURVEY CONTROL
 SD0637
 SD0637  NAD 83(1991)-  46 16 35.67270(N)    124 02 54.86114(W) AD(       ) 4
 SD0637  NAD 83(1986)-  46 16 35.67787(N)    124 02 54.83323(W) AD(       ) 4
 SD0637  NAD 27      -  46 16 36.31798(N)    124 02 50.28126(W) AD(       ) 3
 SD0637
 SD0637.Superseded values are not recommended for survey control.
 SD0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0637.See file dsdata.txt to determine how the superseded data were derived.
 SD0637
 SD0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1921225312(NAD 83)
 SD0637_MARKER: DS = TRIANGULATION STATION DISK
 SD0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SD0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0637+STABILITY: SURFACE MOTION
 SD0637
 SD0637  HISTORY     - Date     Condition        Report By
 SD0637  HISTORY     - 1851     MONUMENTED       COASUR
 SD0637  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SD0637  HISTORY     - 1981     GOOD             NOS
 SD0637
 SD0637                          STATION DESCRIPTION
 SD0637
 SD0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0637'RECOVERED IN GOOD CONDITION ABOUT 2 MILES SOUTH-SOUTHWEST OF
 SD0637'ILWACO, ABOUT 950 FEET EAST OF CAPE DISAPPOINTMENT LIGHTHOUSE, 3.9
 SD0637'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE ROOF OF AN ABANDONED
 SD0637'ARMY OBSERVATION POST.  5.08 FEET NORTH OF TRIANGULATION STATION
 SD0637'DISAPPOINTMENT 1942 ON THE CREST OF A PARTLY BALD RIDGE.
 SD0637'
 SD0637'TO REACH FROM FIRST STREET AND SPRUCE STREET IN ILWACO (AT TRAFFIC
 SD0637'BLINKER) GO WEST ON SPRUCE STREET FOLLOWING MAIN PAVED ROAD FOR 3.1
 SD0637'MILES TO A ROAD FORK, TAKE RIGHT FORK GO 0.4 MILE TO MAIN GATE OF OLD
 SD0637'FORT CANBY, CONTINUE SOUTHWARD FOR 0.6 MILE PASSING TO LEFT OF CAPE
 SD0637'DISAPPOINTMENT LIFEBOAT STATION TO A ROAD FORK, TAKE RIGHT FORK
 SD0637'(UPHILL) GO 0.1 MILE TO A ROAD FORK, TAKE RIGHT FORK SWINGING
 SD0637'WESTWARD FOR 0.2 MILE TO WEST END OF OLD GUN BATTERY AND END OF TRUCK
 SD0637'TRAVEL.  PARK TRUCK, FOLLOW OLD TRAIL WESTWARD (UPHILL) FOR ABOUT
 SD0637'100 YARDS TO AN ABANDONED ARMY OBSERVATION POST AND STATION ON
 SD0637'RIDGE SOUTH OF THE OLD OBSERVATION POST.
 SD0637'
 SD0637'THE STATION IS A STANDARD DISK STAMPED CAPE DISAPPOINTMENT ASTRONOMIC
 SD0637'1851-1958 SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 SD0637'PROJECTING 8 INCHES ABOVE THE GROUND.  THE ORIGINAL STATION, A DARK
 SD0637'GRAY-GREEN BOTTLE BURIED IN AN UPRIGHT POSITION 2 FEET BELOW THE
 SD0637'SURFACE OF THE GROUND, WAS LOWERED TO 3 FEET BELOW THE SURFACE OF
 SD0637'THE GROUND, SET IN AN UPRIGHT POSITION WITH A PAD OF CEMENT ABOUT
 SD0637'10 INCHES IN DIAMETER ABOUT THE UPPER PART OF THE BOTTLE WITH ABOUT 2
 SD0637'INCHES OF THE BOTTLE NECK PROTRUDING ABOVE THE PAD OF CEMENT.  THE
 SD0637'BOTTLE SERVES AS THE UNDERGROUND MARK.
 SD0637
 SD0637                          STATION RECOVERY (1981)
 SD0637
 SD0637'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SD0637'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1958.
 SD0637'THE STATION IS A C+GS DISK
 SD0637'STAMPED---CAPE DISAPPOINTMENT ASTRONOMIC 1851 1958---,
 SD0637'SET IN THE TOP OF AN 8-INCH SQUARE, CONCRETE MONUMENT, PROJECTING
 SD0637'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0295 ***********************************************************************
 TS0295  DESIGNATION -  CAPE FLATTERY LIGHTHOUSE
 TS0295  PID         -  TS0295
 TS0295  STATE/COUNTY-  WA/CLALLAM
 TS0295  USGS QUAD   -  CAPE FLATTERY (1984)
 TS0295
 TS0295                         *CURRENT SURVEY CONTROL
 TS0295  ___________________________________________________________________
 TS0295* NAD 83(1991)-  48 23 29.66686(N)    124 44 12.20816(W)     ADJUSTED  
 TS0295* NAVD 88     -        31.14   (+/-2cm)     102.2    (feet)  VERTCON   
 TS0295  ___________________________________________________________________
 TS0295  LAPLACE CORR-          14.41  (seconds)                    DEFLEC99
 TS0295  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 TS0295
 TS0295  HORZ ORDER  -  SECOND
 TS0295  VERT ORDER  -  THIRD ? (See Below)
 TS0295
 TS0295.The horizontal coordinates were established by classical geodetic methods
 TS0295.and adjusted by the National Geodetic Survey in December 1991..
 TS0295
 TS0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 TS0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TS0295.The vertical order pertains to the NGVD 29 superseded value.
 TS0295
 TS0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0295
 TS0295.The geoid height was determined by GEOID03.
 TS0295
 TS0295;                    North         East     Units Scale Factor Converg.
 TS0295;SPC WA N     -   162,049.792   211,056.544   MT  0.99995365   -2 54 22.2
 TS0295;SPC WA N     -   531,658.36    692,441.34   sFT  0.99995365   -2 54 22.2
 TS0295;UTM  10      - 5,361,280.672   371,433.875   MT  0.99980309   -1 17 55.4
 TS0295
 TS0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0295!SPC WA N     -   0.99999843  x   0.99995365  =   0.99995208
 TS0295!UTM  10      -   0.99999843  x   0.99980309  =   0.99980152
 TS0295
 TS0295:                Primary Azimuth Mark                     Grid Az
 TS0295:SPC WA N     -  CLASSET                                  093 34 20.0
 TS0295:UTM  10      -  CLASSET                                  091 57 53.2
 TS0295
 TS0295|---------------------------------------------------------------------|
 TS0295| PID    Reference Object                     Distance      Geod. Az  |
 TS0295|                                                           dddmmss.s |
 TS0295| TS0291 CLASSET                             APPROX. 5.7 KM 0903957.8 |
 TS0295|---------------------------------------------------------------------|
 TS0295
 TS0295                          SUPERSEDED SURVEY CONTROL
 TS0295
 TS0295  NAD 83(1986)-  48 23 29.66728(N)    124 44 12.20954(W) AD(       ) 2
 TS0295  NAD 27      -  48 23 30.39236(N)    124 44 07.36210(W) AD(       ) 2
 TS0295  NGVD 29 (07/19/86)   30.00   (m)           98.4    (f) LEVELING    3  
 TS0295
 TS0295.Superseded values are not recommended for survey control.
 TS0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0295.See file dsdata.txt to determine how the superseded data were derived.
 TS0295
 TS0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7143461281(NAD 83)
 TS0295_MARKER: 13 = LIGHTHOUSE
 TS0295
 TS0295  HISTORY     - Date     Condition        Report By
 TS0295  HISTORY     - 1893     FIRST OBSERVED   CGS
 TS0295  HISTORY     - 1930     GOOD             CGS
 TS0295  HISTORY     - 1931     GOOD             CGS
 TS0295  HISTORY     - 1942     GOOD             CGS
 TS0295  HISTORY     - 1955     GOOD             CGS
 TS0295  HISTORY     - 1974     GOOD             NGS
 TS0295  HISTORY     - 1975     GOOD             NGS
 TS0295  HISTORY     - 1978     GOOD             NOS
 TS0295
 TS0295                          STATION DESCRIPTION
 TS0295
 TS0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (JJG)
 TS0295'(ON THE UNITED STATES SIDE)--REFERENCING POINT 12, THE TERMINUS OF
 TS0295'THE BOUNDARY AT THE PACIFIC OCEAN.  REFERENCE MARK IS IN LINE WITH
 TS0295'POINT 12 AND BONILLA POINT REFERENCE MARK.
 TS0295'
 TS0295'REFERENCE MARK IS CAPE FLATTERY OR TATOOSH ISLAND LIGHTHOUSE, ON
 TS0295'TATOOSH ISLAND, ON S SIDE OF ENTRANCE TO JUAN DE FUCA STRAIT, ABOUT
 TS0295'1/2 MILE NORTHWESTERLY OF CAPE FLATTERY, CLALLAM COUNTY, WASHINGTON.
 TS0295'THE LIGHTHOUSE IS A WHITE CONICAL TOWER ON A GREY SANDSTONE DWELLING,
 TS0295'THE LANTERN IS PAINTED BLACK, AND THE POINT OF REFERENCE IS THE
 TS0295'PINNACLE OR CULMINATION OF THE ROOF OF THE LANTERN.
 TS0295'
 TS0295'GEOGRAPHIC POSITION OF MARK DETERMINED BY J.J. GILBERT, UNITED STATES
 TS0295'COAST AND GEODETIC SURVEY, 1893.
 TS0295
 TS0295                          STATION RECOVERY (1930)
 TS0295
 TS0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (KTA)
 TS0295'STATION RECOVERED AS DESCRIBED.  THE LIGHT NOW STANDING WAS BUILT IN
 TS0295'1856.
 TS0295
 TS0295                          STATION RECOVERY (1931)
 TS0295
 TS0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (KTA)
 TS0295'THE STATION IS THE CENTER OF CAPE FLATTERY LIGHTHOUSE.  THE
 TS0295'LIGHTHOUSE WAS BUILT IN 1857.  IT IS WHITE AND CONICAL.  THE BASE OF
 TS0295'THE TOWER JOINS LIGHTKEEPERS DWELLINGS.  THE FOCAL PLANE IS 53 FEET
 TS0295'ABOVE THE GROUND AND 156.6 FEET ABOVE MEAN HIGH WATER.  ABOVE THE
 TS0295'MAIN PLATFORM THE HOUSING IS METAL AND 12-SIDED.  THE GLASS HAS 12
 TS0295'SIDES ALSO.  THE ELEVATIONS WERE DETERMINED BY SPIRIT LEVELS RUN
 TS0295'FROM THE WATER LINE.
 TS0295
 TS0295                          STATION RECOVERY (1942)
 TS0295
 TS0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TS0295'THIS STATION IS CALLED TATOOSH ISLAND OR CAPE FLATTERY REFERENCE
 TS0295'MARK, TATOOSH LIGHTHOUSE, CAPE FLATTERY LIGHTHOUSE ALL ARE ONE AND
 TS0295'THE SAME STATION.  THE ORIGINAL DESCRIPTION AND THE RECOVERY NOTES BY
 TS0295'K.T.A. IN 1930 AND 1931 FIT THE STATION AND THE MOST ESSENTIAL
 TS0295'INFORMATION IS INCLUDED IN THE DESCRIPTION FOLLOWING.
 TS0295'
 TS0295'ON TATOOSH ISLAND OFF CAPE FLATTERY.  A WHITE CONICAL TOWER UPON A
 TS0295'GRAY SANDSTONE DWELLING, THE LANTERN IS PAINTED BLACK AND THE
 TS0295'POINT OF REFERENCE IS THE CULMINATION OF THE ROOF OF THE LANTERN.
 TS0295'THE LIGHTHOUSE WAS BUILT IN 1857.  THE FOCAL PLANE IS 50 FEET ABOVE
 TS0295'GROUND AND 156.6 FEET ABOVE MEAN HIGH WATER.  THIS STATION
 TS0295'REFERENCES POINT 12 INTERNATIONAL BOUNDARY COMMISSION, THE TERMINUS
 TS0295'OF THE U.S.-CANADIAN BOUNDARY AT THE PACIFIC OCEAN.  THIS STATION,
 TS0295'POINT 12, AND BONILLA POINT REFERENCE MARK ARE ON RANGE.  THE STATION
 TS0295'WAS NOT OCCUPIED.
 TS0295
 TS0295                          STATION RECOVERY (1955)
 TS0295
 TS0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSH)
 TS0295'THE LIGHTHOUSE IS IN GOOD REPAIR.  A DISCREPANCY IS NOTED BETWEEN
 TS0295'THE PUBLISHED DISTANCE TO TATOOSH, 1886 AND THE COMPUTED DISTANCE.
 TS0295'THE 1955 COMPUTATIONS ARE IN FAIR AGREEMENT WITH THE DISTANCE
 TS0295'GIVEN IN J. J. GILBERTS ORIGINAL COMPUTATIONS.  COMPUTED DISTANCE
 TS0295'1955 - 114.56 METERS ORIGINAL COMPUTATION 1893 - 114.54 METERS
 TS0295
 TS0295                          STATION RECOVERY (1974)
 TS0295
 TS0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CAB)
 TS0295'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 TS0295'
 TS0295'THE STATION WAS NOT OCCUPIED.
 TS0295'
 TS0295'THE LIGHTHOUSE IS MAINTAINED BY THE U.S. COAST GUARD AND IS IN GOOD
 TS0295'REPAIR.
 TS0295'
 TS0295'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4.8 NM. WNW OF
 TS0295'NEAH BAY, WASHINGTON.
 TS0295
 TS0295                          STATION RECOVERY (1975)
 TS0295
 TS0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TS0295'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESIGNATED
 TS0295'AS CAPE FLATTERY LIGHT NOS. 107,2220.
 TS0295'
 TS0295'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 6 MILES WNW OF
 TS0295'NEAH BAY.
 TS0295
 TS0295                          STATION RECOVERY (1978)
 TS0295
 TS0295'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 TS0295'THE STATION WAS RECOVERED IN GOOD CONDITION. A BOAT OR HELICOPTER
 TS0295'IS REQUIRED TO REACH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1751 ***********************************************************************
 SC1751  DESIGNATION -  CAPE HORN 1873
 SC1751  PID         -  SC1751
 SC1751  STATE/COUNTY-  WA/WAHKIAKUM
 SC1751  USGS QUAD   -  NASSA POINT (1985)
 SC1751
 SC1751                         *CURRENT SURVEY CONTROL
 SC1751  ___________________________________________________________________
 SC1751* NAD 83(1991)-  46 09 08.17706(N)    123 17 19.43456(W)     ADJUSTED  
 SC1751* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 SC1751  ___________________________________________________________________
 SC1751  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 SC1751  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SC1751
 SC1751  HORZ ORDER  -  THIRD
 SC1751
 SC1751.The horizontal coordinates were established by classical geodetic methods
 SC1751.and adjusted by the National Geodetic Survey in December 1991..
 SC1751
 SC1751.The orthometric height was scaled from a topographic map.
 SC1751
 SC1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1751
 SC1751.The geoid height was determined by GEOID03.
 SC1751
 SC1751;                    North         East     Units Scale Factor Converg.
 SC1751;SPC WA S     -    94,832.397   284,626.151   MT  0.99994296   -2 01 32.6
 SC1751;SPC WA S     -   311,129.29    933,810.96   sFT  0.99994296   -2 01 32.6
 SC1751;SPC OR N     -   279,938.366 2,284,602.653   MT  1.00004230   -1 58 39.8
 SC1751;SPC OR N     -   918,432.96  7,495,415.53   iFT  1.00004230   -1 58 39.8
 SC1751;UTM  10      - 5,111,006.630   477,704.239   MT  0.99960611   -0 12 29.6
 SC1751
 SC1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1751!SPC WA S     -   0.99999939  x   0.99994296  =   0.99994235
 SC1751!SPC OR N     -   0.99999939  x   1.00004230  =   1.00004169
 SC1751!UTM  10      -   0.99999939  x   0.99960611  =   0.99960550
 SC1751
 SC1751:                Primary Azimuth Mark                     Grid Az
 SC1751:SPC WA S     -  CLATSKANIE 1873                          133 49 23.2
 SC1751:SPC OR N     -  CLATSKANIE 1873                          133 46 30.4
 SC1751:UTM  10      -  CLATSKANIE 1873                          132 00 20.2
 SC1751
 SC1751|---------------------------------------------------------------------|
 SC1751| PID    Reference Object                     Distance      Geod. Az  |
 SC1751|                                                           dddmmss.s |
 SC1751| SC1661 CLATSKANIE 1873                     APPROX. 5.4 KM 1314750.6 |
 SC1751| SC1762 MOUNTAIN TOP BACK OF WESTPORT       APPROX.14.6 KM 2401040.9 |
 SC1751|---------------------------------------------------------------------|
 SC1751
 SC1751                          SUPERSEDED SURVEY CONTROL
 SC1751
 SC1751  NAD 83(1991)-  46 09 08.17706(N)    123 17 19.43456(W) AD(       ) 3
 SC1751  NAD 83(1986)-  46 09 08.19368(N)    123 17 19.42680(W) AD(       ) 3
 SC1751  NAD 27      -  46 09 08.79382(N)    123 17 14.98701(W) AD(       ) 3
 SC1751
 SC1751.Superseded values are not recommended for survey control.
 SC1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1751.See file dsdata.txt to determine how the superseded data were derived.
 SC1751
 SC1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7770411007(NAD 83)
 SC1751_MARKER: Z = SEE DESCRIPTION
 SC1751_SETTING: 0 = UNSPECIFIED SETTING
 SC1751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1751
 SC1751  HISTORY     - Date     Condition        Report By
 SC1751  HISTORY     - 1873     MONUMENTED       CGS
 SC1751  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SC1751
 SC1751                          STATION DESCRIPTION
 SC1751
 SC1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (CR)
 SC1751'STATION IS JUST BACK OF A LARGE ROCK ON A POINT LOCALLY KNOWN AS
 SC1751'CAPE HORN.
 SC1751'
 SC1751'THE STATION IS MARKED BY A BOTTLE BURIED MOUTH UP 3 FEET BELOW THE
 SC1751'SURFACE.  AROUND THE STATION, BURIED 1 FOOT, ARE 3 BOTTLES DISTANT
 SC1751'ABOUT 6 FEET, AT EQUAL ANGLES, AND LYING ON THEIR SIDES WITH THE
 SC1751'NECKS POINTING TO THE STATION, EXCEPT THERE IS NO SURFACE MARK.
 SC1751'THERE ARE 2 STUBS AND A STUMP OF A TREE WITH COPPER TACKS IN THEM,
 SC1751'DISTANT 1.83 METERS FROM THE STATION.
 SC1751
 SC1751                          STATION RECOVERY (1936)
 SC1751
 SC1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1751'NO SEARCH WAS MADE FOR THIS STATION.  A NEW STATION, CAPE HORN 2,
 SC1751'WAS ESTABLISHED IN THE VICINITY.  IT IS BELIEVED THAT THE OLD
 SC1751'STATION CAN BE RECOVERED BY MEASURING THE DISTANCE AND AZIMUTH FROM
 SC1751'THE NEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1752 ***********************************************************************
 SC1752  DESIGNATION -  CAPE HORN 2
 SC1752  PID         -  SC1752
 SC1752  STATE/COUNTY-  WA/WAHKIAKUM
 SC1752  USGS QUAD   -  NASSA POINT (1985)
 SC1752
 SC1752                         *CURRENT SURVEY CONTROL
 SC1752  ___________________________________________________________________
 SC1752* NAD 83(1991)-  46 09 07.48979(N)    123 17 16.55925(W)     ADJUSTED  
 SC1752* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 SC1752  ___________________________________________________________________
 SC1752  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 SC1752  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SC1752
 SC1752  HORZ ORDER  -  SECOND
 SC1752
 SC1752.The horizontal coordinates were established by classical geodetic methods
 SC1752.and adjusted by the National Geodetic Survey in December 1991..
 SC1752
 SC1752.The orthometric height was scaled from a topographic map.
 SC1752
 SC1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1752
 SC1752.The geoid height was determined by GEOID03.
 SC1752
 SC1752;                    North         East     Units Scale Factor Converg.
 SC1752;SPC WA S     -    94,809.011   284,687.059   MT  0.99994299   -2 01 30.5
 SC1752;SPC WA S     -   311,052.56    934,010.79   sFT  0.99994299   -2 01 30.5
 SC1752;SPC OR N     -   279,915.028 2,284,663.587   MT  1.00004224   -1 58 37.8
 SC1752;SPC OR N     -   918,356.39  7,495,615.44   iFT  1.00004224   -1 58 37.8
 SC1752;UTM  10      - 5,110,985.195   477,765.837   MT  0.99960608   -0 12 27.5
 SC1752
 SC1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1752!SPC WA S     -   0.99999641  x   0.99994299  =   0.99993940
 SC1752!SPC OR N     -   0.99999641  x   1.00004224  =   1.00003865
 SC1752!UTM  10      -   0.99999641  x   0.99960608  =   0.99960249
 SC1752
 SC1752:                Primary Azimuth Mark                     Grid Az
 SC1752:SPC WA S     -  LINE                                     134 04 25.4
 SC1752:SPC OR N     -  LINE                                     134 01 32.7
 SC1752:UTM  10      -  LINE                                     132 15 22.4
 SC1752
 SC1752|---------------------------------------------------------------------|
 SC1752| PID    Reference Object                     Distance      Geod. Az  |
 SC1752|                                                           dddmmss.s |
 SC1752| SC1662 LINE                                APPROX. 5.3 KM 1320254.9 |
 SC1752| SC1755 TANDY                               APPROX. 4.8 KM 1821516.1 |
 SC1752| CE2989 CAPE HORN 2 RM 1                      4.518 METERS 22719     |
 SC1752| SC1743 WESTPORT BAR DIKE 6 LIGHT           APPROX. 2.3 KM 2374523.7 |
 SC1752| SC1739 DIKE 67.1 DOLPHIN NORTH END         APPROX. 2.9 KM 2442858.8 |
 SC1752| SC1734 WESTPORT BAR DIKE 4 LIGHT           APPROX. 3.5 KM 2490045.6 |
 SC1752| SC1746 CATHLAMET CHAN DIKE S END LT        APPROX. 1.5 KM 2501331.6 |
 SC1752| SC1733 DIKE 67.9 DOLPHIN NORTH END         APPROX. 4.1 KM 2521658.9 |
 SC1752| SC1730 WESTPORT BAR DIKE 2 LIGHT           APPROX. 4.7 KM 2551454.0 |
 SC1752| SC1721 WESTPORT LUMBER CO STACK            APPROX. 6.8 KM 2551928.5 |
 SC1752|---------------------------------------------------------------------|
 SC1752
 SC1752                          SUPERSEDED SURVEY CONTROL
 SC1752
 SC1752  NAD 83(1991)-  46 09 07.48979(N)    123 17 16.55925(W) AD(       ) 2
 SC1752  NAD 83(1986)-  46 09 07.50787(N)    123 17 16.55307(W) AD(       ) 2
 SC1752  NAD 27      -  46 09 08.10750(N)    123 17 12.11329(W) AD(       ) 2
 SC1752
 SC1752.Superseded values are not recommended for survey control.
 SC1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1752.See file dsdata.txt to determine how the superseded data were derived.
 SC1752
 SC1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7776610985(NAD 83)
 SC1752_MARKER: DD = SURVEY DISK
 SC1752_SETTING: 66 = SET IN ROCK OUTCROP
 SC1752_SP_SET: ROCK OUTCROP
 SC1752_STAMPING: CAPE HORN 2 1936
 SC1752_MARK LOGO: CGS   
 SC1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC1752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC1752+STABILITY: POSITION/ELEVATION WELL
 SC1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1752+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1990
 SC1752
 SC1752  HISTORY     - Date     Condition        Report By
 SC1752  HISTORY     - 1936     MONUMENTED       CGS
 SC1752  HISTORY     - 1936     GOOD             CGS
 SC1752  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1752  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SC1752  HISTORY     - 19900302 GOOD             MGSINC
 SC1752
 SC1752                          STATION DESCRIPTION
 SC1752
 SC1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1752'STATION IS ON A LARGE, HIGH, SOLID ROCK OUTCROP ON THE E PORTION OF
 SC1752'THE POINT CALLED CAPE HORN.  IT IS ABOUT 140 FEET ABOVE THE RIVER,
 SC1752'AND ABOUT 120 FEET S OF THE OCEAN BEACH HIGHWAY.  THIS POINT OF THE
 SC1752'HIGHWAY IS IMMEDIATELY E OF A CURVE AND ABOUT 6.1 MILES E OF
 SC1752'CATHLAMET.
 SC1752'
 SC1752'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 SC1752'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.
 SC1752'
 SC1752'REFERENCE MARK IS A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK AS
 SC1752'DESCRIBED IN NOTE 12A.
 SC1752
 SC1752                          STATION RECOVERY (1936)
 SC1752
 SC1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 SC1752'RECOVERED IN GOOD CONDITION.
 SC1752
 SC1752                          STATION RECOVERY (1949)
 SC1752
 SC1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1752'STATION MARK AND REFERENCE MARK RECOVERED IN GOOD CONDITION AS
 SC1752'DESCRIBED BY R.W.K. IN 1936.  THE DESCRIPTION IS ADEQUATE.  OLD
 SC1752'OBSERVING TRIPOD STILL STANDS OVER THE STATION.
 SC1752
 SC1752                          STATION RECOVERY (1970)
 SC1752
 SC1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SC1752'THE STATION MARK, STAMPED CAPE HORN 2 1936, AND THE REFERENCE
 SC1752'MARK, STAMPED NO 1 1936 WERE RECOVERED IN GOOD CONDITION.  A ROCK
 SC1752'CAIRN WAS BUILT 1 FOOT NORTH OF THE STATION MARK.  A NEW TO REACH
 SC1752'FOLLOWS.
 SC1752'
 SC1752'TO REACH THE STATION FROM THE CATHALAMET POST OFFICE GO NORTHEAST
 SC1752'ON STATE HIGHWAY 409 FOR 0.2 MILE TO THE JUNCTION WITH STATE
 SC1752'HIGHWAY 4, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 4 FOR 5.8
 SC1752'MILES TO A DRIVE-OUT BETWEEN TWO GUARD RAILS, THIS IS 300 FEET EAST
 SC1752'OF A TURNOUT ON THE SOUTH SIDE OF THE HIGHWAY, AND THE END OF
 SC1752'TRUCK TRAVEL.  PACK SOUTH FOR 60 FEET TO A POINT WHERE THE TRAILS
 SC1752'FORK, PACK SOUTH THROUGH THE BRUSH, BETWEEN THE TWO TRAILS, FOR 200
 SC1752'FEET TO THE ROCK BLUFF AND THE STATION.
 SC1752'
 SC1752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 5-1/2 MILES
 SC1752'SOUTHEAST OF CATHALAMET.
 SC1752
 SC1752                          STATION RECOVERY (1990)
 SC1752
 SC1752'RECOVERY NOTE BY MINISTER AND GLAESER 1990
 SC1752'TO REACH THE STATION FROM THE CATHALAMET POST OFFICE GO NORTHEAST
 SC1752'ON STATE HIGHWAY 409 FOR 0.2 MILE TO THE JUNCTION WITH STATE
 SC1752'HIGHWAY 4, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 4 FOR 5.8
 SC1752'MILES TO A DRIVE-OUT BETWEEN TWO GUARD RAILS, THIS IS 300 FEET EAST
 SC1752'OF A TURNOUT ON THE SOUTH SIDE OF THE HIGHWAY, AND THE END OF
 SC1752'TRUCK TRAVEL.  PACK SOUTH FOR 60 FEET TO A POINT WHERE THE TRAILS
 SC1752'FORK, PACK SOUTH THROUGH THE BRUSH, BETWEEN THE TWO TRAILS, FOR 200
 SC1752'FEET TO THE ROCK BLUFF AND THE STATION.
 SC1752'THERE IS A PAVED TURNOUT ON THE SOUTH SIDE
 SC1752'OF THE HIGHWAY AT APPROXIMATE MILE POST 41.5.  THE STATION IS
 SC1752'ABOUT 200 FEET SOUTHEAST OF THE TURNOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH5325 ***********************************************************************
 AH5325  DESIGNATION -  CAPE HORN DIKE LIGHT 71
 AH5325  PID         -  AH5325
 AH5325  STATE/COUNTY-  WA/SKAMANIA
 AH5325  USGS QUAD   -  BRIDAL VEIL (1994)
 AH5325
 AH5325                         *CURRENT SURVEY CONTROL
 AH5325  ___________________________________________________________________
 AH5325* NAD 83(1991)-  45 34 44.61841(N)    122 10 32.52607(W)     ADJUSTED  
 AH5325* NAVD 88     -        15.5    (meters)      51.     (feet)  VERT ANG  
 AH5325  ___________________________________________________________________
 AH5325  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 AH5325  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 AH5325
 AH5325  HORZ ORDER  -  THIRD
 AH5325
 AH5325.The horizontal coordinates were established by classical geodetic methods
 AH5325.and adjusted by the National Geodetic Survey in November 1998..
 AH5325
 AH5325.The orthometric height was determined by vertical angle observations.
 AH5325
 AH5325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5325
 AH5325.The geoid height was determined by GEOID03.
 AH5325
 AH5325;                    North         East     Units Scale Factor Converg.
 AH5325;SPC WA S     -    28,702.530   369,214.857   MT  1.00006731   -1 13 02.0
 AH5325;SPC WA S     -    94,168.22  1,211,332.41   sFT  1.00006731   -1 13 02.0
 AH5325;UTM  10      - 5,047,610.385   564,309.557   MT  0.99965085   +0 35 19.5
 AH5325
 AH5325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5325!SPC WA S     -   1.00000106  x   1.00006731  =   1.00006837
 AH5325!UTM  10      -   1.00000106  x   0.99965085  =   0.99965191
 AH5325
 AH5325                          SUPERSEDED SURVEY CONTROL
 AH5325
 AH5325.No superseded survey control is available for this station.
 AH5325
 AH5325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6431047610(NAD 83)
 AH5325_MARKER: 14 = NAVIGATION LIGHT
 AH5325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5325+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2004
 AH5325
 AH5325  HISTORY     - Date     Condition        Report By
 AH5325  HISTORY     - 1993     FIRST OBSERVED   MGSINC
 AH5325  HISTORY     - 20040516 GOOD             USPSQD
 AH5325
 AH5325                          STATION DESCRIPTION
 AH5325
 AH5325'DESCRIBED BY MINISTER AND GLAESER 1993 (DRP)
 AH5325'THE STATION, CAPE HORN DIKE LIGHT NUMBER 71, IS LOCATED ALONG THE
 AH5325'NORTH BANK OF THE COLUMBIA RIVER, APPROXIMATELY 11 MILES UPSTREAM FROM
 AH5325'WASHOUGAL, WASHINGTON AT APPROXIMATE RIVER MILE 133, NEAR THE SOUTH
 AH5325'END OF A PILE DIKE.  THE STATION IS THE APEX OF A NON-DIRECTIONAL
 AH5325'NAVIGATION LIGHT MOUNTED ON A STEEL PIPE ON TOP OF A FIVE PILE DOLPHIN
 AH5325'STRUCTURE.
 AH5325
 AH5325                          STATION RECOVERY (2004)
 AH5325
 AH5325'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 AH5325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3892 ***********************************************************************
 SY3892  DESIGNATION -  CAPITOL HILL BELFRY
 SY3892  PID         -  SY3892
 SY3892  STATE/COUNTY-  WA/KING
 SY3892  USGS QUAD   -  
 SY3892
 SY3892                         *CURRENT SURVEY CONTROL
 SY3892  ___________________________________________________________________
 SY3892* NAD 83(1991)-  47 38 21.66702(N)    122 19 12.90268(W)     ADJUSTED  
 SY3892* NAVD 88     -                                                        
 SY3892  ___________________________________________________________________
 SY3892  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 SY3892  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY3892
 SY3892  HORZ ORDER  -  THIRD
 SY3892
 SY3892.The horizontal coordinates were established by classical geodetic methods
 SY3892.and adjusted by the National Geodetic Survey in December 1991..
 SY3892
 SY3892
 SY3892.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3892
 SY3892.The geoid height was determined by GEOID03.
 SY3892
 SY3892;                    North         East     Units Scale Factor Converg.
 SY3892;SPC WA N     -    72,163.744   388,276.642   MT  0.99997692   -1 06 25.3
 SY3892;SPC WA N     -   236,757.22  1,273,870.95   sFT  0.99997692   -1 06 25.3
 SY3892;UTM  10      - 5,276,440.762   551,058.522   MT  0.99963204   +0 30 08.2
 SY3892
 SY3892                          SUPERSEDED SURVEY CONTROL
 SY3892
 SY3892  NAD 83(1986)-  47 38 21.66046(N)    122 19 12.90789(W) AD(       ) 4
 SY3892  NAD 27      -  47 38 22.30700(N)    122 19 08.45200(W) AD(       ) 3
 SY3892
 SY3892.Superseded values are not recommended for survey control.
 SY3892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3892.See file dsdata.txt to determine how the superseded data were derived.
 SY3892
 SY3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5105976441(NAD 83)
 SY3892
 SY3892  HISTORY     - Date     Condition        Report By
 SY3892  HISTORY     - UNK      MONUMENTED
 SY3892  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY3892  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY3892  HISTORY     - 20021104 POOR             USPSQD
 SY3892
 SY3892                          STATION DESCRIPTION
 SY3892
 SY3892'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY3892'THE APEX OF THE BELFRY OF THE NORTH BROADWAY METHODIST CHURCH
 SY3892'AT THE SW CORNER OF THE INTERSECTION OF TENTH AVENUE N AND E
 SY3892'LYNN STREET.  THE CHURCH WAS BUILT IN 1908.  IT IS A BRICK AND
 SY3892'STUCCO STRUCTURE, THE UPPER PORTION OF THE BUILDING AND THE
 SY3892'BELFRY BEING FINISHED WITH THE STUCCO.
 SY3892
 SY3892                          STATION RECOVERY (1969)
 SY3892
 SY3892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY3892'THE DESCRIPTION WRITTEN IN 1951 STATES THAT THE STATION IS THE
 SY3892'APEX OF THE BELFRY OF THE NORTH BROADWAY METHODIST CHURCH AT THE
 SY3892'SOUTHWEST CORNER OF THE INTERSECTION OF TENTH AVENUE NORTH AND
 SY3892'EAST LYNN STREET.  THE CHURCH WAS BUILT IN 1908.  IT IS A BRICK
 SY3892'AND STUCCO STRUCTURE, THE UPPER PORTION OF THE BUILDING AND THE
 SY3892'BELFRY BEING FINISHED WITH THE STUCCO.
 SY3892'
 SY3892'THIS DESCRIPTION IS ENTIRELY CORRECT, EXCEPT FOR THE FACT THAT THE
 SY3892'BELFRY NOW HAS A FLAT ROOF WITH A CROSS IN THE MIDDLE.  I FEEL
 SY3892'THIS CROSS SHOULD BE VERY NEARLY THE SAME HORIZONTAL POSITION AS
 SY3892'THE APEX WAS AND WILL SUFFICE FOR THE STATION.
 SY3892
 SY3892                          STATION RECOVERY (2002)
 SY3892
 SY3892'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3892'THE BELFRY IS FLAT TOPPED, WITH A PIPE PROJECTING FROM THE CENTER OF
 SY3892'THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3894 ***********************************************************************
 SY3894  DESIGNATION -  CAPITOL HILL NORTH FLAGPOLE
 SY3894  PID         -  SY3894
 SY3894  STATE/COUNTY-  WA/KING
 SY3894  USGS QUAD   -  
 SY3894
 SY3894                         *CURRENT SURVEY CONTROL
 SY3894  ___________________________________________________________________
 SY3894* NAD 83(1991)-  47 38 00.14134(N)    122 19 13.47016(W)     ADJUSTED  
 SY3894* NAVD 88     -                                                        
 SY3894  ___________________________________________________________________
 SY3894  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 SY3894  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY3894
 SY3894  HORZ ORDER  -  THIRD
 SY3894
 SY3894.The horizontal coordinates were established by classical geodetic methods
 SY3894.and adjusted by the National Geodetic Survey in December 1991..
 SY3894
 SY3894
 SY3894.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3894
 SY3894.The geoid height was determined by GEOID03.
 SY3894
 SY3894;                    North         East     Units Scale Factor Converg.
 SY3894;SPC WA N     -    71,499.307   388,251.954   MT  0.99997779   -1 06 25.8
 SY3894;SPC WA N     -   234,577.31  1,273,789.95   sFT  0.99997779   -1 06 25.8
 SY3894;UTM  10      - 5,275,776.124   551,052.506   MT  0.99963203   +0 30 07.7
 SY3894
 SY3894                          SUPERSEDED SURVEY CONTROL
 SY3894
 SY3894  NAD 83(1986)-  47 38 00.13471(N)    122 19 13.47549(W) AD(       ) 4
 SY3894  NAD 27      -  47 38 00.78000(N)    122 19 09.03000(W) AD(       ) 3
 SY3894
 SY3894.Superseded values are not recommended for survey control.
 SY3894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3894.See file dsdata.txt to determine how the superseded data were derived.
 SY3894
 SY3894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5105375776(NAD 83)
 SY3894
 SY3894  HISTORY     - Date     Condition        Report By
 SY3894  HISTORY     - UNK      MONUMENTED
 SY3894  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY3894  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 SY3894
 SY3894                          STATION DESCRIPTION
 SY3894
 SY3894'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY3894'THE N FLAGPOLE ON CAPITOL HILL WAS LOCATED ABOUT 171 METERS N
 SY3894'21 DEG E OF THE CROSS ON THE CATHERDRAL CHURCH OF SAINT MARK.  IT
 SY3894'WOULD FALL FRONTING THE PROPERTY OF THE EPISCOPAL DIOCESE OF
 SY3894'OLYMPIA, 1551 TENTH AVENUE N.  THERE IS NOW NO FLAGPOLE THERE AND
 SY3894'THE STATION SHOULD BE CONSIDERED LOST.
 SY3894
 SY3894                          STATION RECOVERY (2002)
 SY3894
 SY3894'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1824 ***********************************************************************
 SY1824  DESIGNATION -  CAPITOL PEAK
 SY1824  PID         -  SY1824
 SY1824  STATE/COUNTY-  WA/MASON
 SY1824  USGS QUAD   -  MOUNT TEBO (1990)
 SY1824
 SY1824                         *CURRENT SURVEY CONTROL
 SY1824  ___________________________________________________________________
 SY1824* NAD 83(1991)-  47 29 30.79379(N)    123 29 34.91386(W)     ADJUSTED  
 SY1824* NAVD 88     -                                                        
 SY1824  ___________________________________________________________________
 SY1824  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 SY1824  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 SY1824
 SY1824  HORZ ORDER  -  THIRD
 SY1824
 SY1824.The horizontal coordinates were established by classical geodetic methods
 SY1824.and adjusted by the National Geodetic Survey in December 1991..
 SY1824
 SY1824
 SY1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1824
 SY1824.The geoid height was determined by GEOID03.
 SY1824
 SY1824;                    North         East     Units Scale Factor Converg.
 SY1824;SPC WA S     -   244,216.976   274,504.649   MT  1.00004016   -2 10 26.9
 SY1824;SPC WA S     -   801,235.20    900,604.00   sFT  1.00004016   -2 10 26.9
 SY1824;SPC WA N     -    58,152.207   299,617.566   MT  1.00000152   -1 58 48.7
 SY1824;SPC WA N     -   190,787.70    982,995.30   sFT  1.00000152   -1 58 48.7
 SY1824;UTM  10      - 5,259,945.896   462,862.416   MT  0.99961695   -0 21 48.4
 SY1824
 SY1824                          SUPERSEDED SURVEY CONTROL
 SY1824
 SY1824  NAD 83(1986)-  47 29 30.78810(N)    123 29 34.92254(W) AD(       ) 4
 SY1824  NAD 27      -  47 29 31.47900(N)    123 29 30.30800(W) AD(       ) 3
 SY1824
 SY1824.Superseded values are not recommended for survey control.
 SY1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1824.See file dsdata.txt to determine how the superseded data were derived.
 SY1824
 SY1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT6286259946(NAD 83)
 SY1824
 SY1824  HISTORY     - Date     Condition        Report By
 SY1824  HISTORY     - 1954     MONUMENTED       CGS
 SY1824  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY1824
 SY1824                          STATION DESCRIPTION
 SY1824
 SY1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 SY1824'THE STATION IS LOCATED IN THE OLYMPIC NATIONAL FOREST NEAR THE
 SY1824'HEADWATERS OF THE SOUTH FORK OF THE SKOKOMISH RIVER AND IS THE
 SY1824'HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS ABOUT 16 MILES
 SY1824'EAST OF THE NORTHEAST END OF QUINALT LAKE, 8 MILES WEST OF THE
 SY1824'NORTH END OF LAKE CUSHMAN RESERVOIR, 6 MILES SOUTH OF MT. OLSON,
 SY1824'4 MILES NORTH OF CHAPEL PEAK AND 3/4 OF A MILE EAST OF THE
 SY1824'MASON-GRAYS HARBOR COUNTY LINE.
 SY1824'
 SY1824'THE APPROXIMATE ELEVATION OF THE STATION IS 5,000 FEET.
 SY1824'
 SY1824'THE POINT OBSERVED UPON WAS THE HIGHEST POINT OF THE PEAK.
 SY1824
 SY1824                          STATION RECOVERY (1955)
 SY1824
 SY1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY1824'THE STATION WAS NOT VISITED.  THE STATION IS LOCATED 17.5 MILES
 SY1824'WEST NORTHWEST OF HOODSPORT, 16 MILES EAST OF QUINAULT LAKE AND
 SY1824'1.5 MILES EAST OF THE WYNOOCHEE SHELTER.  THE HIGHEST POINT WAS
 SY1824'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1581 ***********************************************************************
 SC1581  DESIGNATION -  CAPITOL PEAK LOT
 SC1581  PID         -  SC1581
 SC1581  STATE/COUNTY-  WA/THURSTON
 SC1581  USGS QUAD   -  CAPITOL PEAK (1993)
 SC1581
 SC1581                         *CURRENT SURVEY CONTROL
 SC1581  ___________________________________________________________________
 SC1581* NAD 83(1991)-  46 58 21.85986(N)    123 08 19.95040(W)     ADJUSTED  
 SC1581* NAVD 88     -       812.     (meters)    2664.     (feet)  SCALED    
 SC1581  ___________________________________________________________________
 SC1581  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 SC1581  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SC1581
 SC1581  HORZ ORDER  -  SECOND
 SC1581
 SC1581.The horizontal coordinates were established by classical geodetic methods
 SC1581.and adjusted by the National Geodetic Survey in December 1991..
 SC1581
 SC1581.The orthometric height was scaled from a topographic map.
 SC1581
 SC1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1581
 SC1581.The geoid height was determined by GEOID03.
 SC1581
 SC1581;                    North         East     Units Scale Factor Converg.
 SC1581;SPC WA S     -   185,581.213   299,245.670   MT  0.99993747   -1 55 00.7
 SC1581;SPC WA S     -   608,861.03    981,775.17   sFT  0.99993747   -1 55 00.7
 SC1581;UTM  10      - 5,202,144.043   489,436.571   MT  0.99960137   -0 06 05.5
 SC1581
 SC1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1581!SPC WA S     -   0.99987600  x   0.99993747  =   0.99981348
 SC1581!UTM  10      -   0.99987600  x   0.99960137  =   0.99947742
 SC1581
 SC1581                          SUPERSEDED SURVEY CONTROL
 SC1581
 SC1581  NAD 83(1986)-  46 58 21.85904(N)    123 08 19.95989(W) AD(       ) 2
 SC1581  NAD 27      -  46 58 22.50800(N)    123 08 15.43100(W) AD(       ) 2
 SC1581
 SC1581.Superseded values are not recommended for survey control.
 SC1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1581.See file dsdata.txt to determine how the superseded data were derived.
 SC1581
 SC1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT8943702144(NAD 83)
 SC1581
 SC1581  HISTORY     - Date     Condition        Report By
 SC1581  HISTORY     - 1954     MONUMENTED       CGS
 SC1581  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SC1581
 SC1581                          STATION DESCRIPTION
 SC1581
 SC1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SC1581'THE STATION IS LOCATED ON THE SUMMIT OF CAPITOL PEAK, ABOUT 11
 SC1581'MILES SOUTHWEST OF OLYMPIA AND 7.5 MILES SOUTHEAST OF MC CLEARY.  IT
 SC1581'IS 120.50 FEET (36.727 METERS), EAST-NORTHEAST OF TRIANGULATION
 SC1581'STATION DELPHI (U.S.E.).
 SC1581'
 SC1581'THE STATION IS THE CENTER OF THE BASE OF THE U.S. FOREST SERVICE
 SC1581'LOOKOUT TOWER.  THE TOWER CONSISTS OF A SQUARE, WOODEN CABIN
 SC1581'SURMOUNTED ON A FOUR-LEGGED, WOODEN FRAMEWORK.  IT IS APPROXIMATELY
 SC1581'90 FEET IN HEIGHT.
 SC1581
 SC1581                          STATION RECOVERY (1968)
 SC1581
 SC1581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SC1581'THE CAPITOL PEAK LOOKOUT TOWER WAS PULLED DOWN ON AUGUST 16,
 SC1581'1968.  REMOVAL OF THE TOWER WAS REPORTED IN THE SEPTEMBER 1968
 SC1581'ISSUE OF THE TOTEM, OFFICIAL PUBLICATION OF THE WASHINGTON STATE
 SC1581'DEPARTMENT OF NATURAL RESOURCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4315 ***********************************************************************
 RD4315  DESIGNATION -  CAPLES
 RD4315  PID         -  RD4315
 RD4315  STATE/COUNTY-  WA/CLARK
 RD4315  USGS QUAD   -  ORCHARDS (1990)
 RD4315
 RD4315                         *CURRENT SURVEY CONTROL
 RD4315  ___________________________________________________________________
 RD4315* NAD 83(1986)-  45 43 58.     (N)    122 32 50.     (W)     SCALED    
 RD4315* NAVD 88     -        91.067  (meters)     298.78   (feet)  ADJUSTED  
 RD4315  ___________________________________________________________________
 RD4315  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 RD4315  DYNAMIC HT  -          91.067 (meters)     298.78  (feet)  COMP
 RD4315  MODELED GRAV-     980,618.2   (mgal)                       NAVD 88
 RD4315
 RD4315  VERT ORDER  -  SECOND    CLASS II
 RD4315
 RD4315.The horizontal coordinates were scaled from a topographic map and have
 RD4315.an estimated accuracy of +/- 6 seconds.
 RD4315
 RD4315.The orthometric height was determined by differential leveling
 RD4315.and adjusted by the National Geodetic Survey in April 1995..
 RD4315
 RD4315.The geoid height was determined by GEOID03.
 RD4315
 RD4315.The dynamic height is computed by dividing the NAVD 88
 RD4315.geopotential number by the normal gravity value computed on the
 RD4315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4315.degrees latitude (g = 980.6199 gals.).
 RD4315
 RD4315.The modeled gravity was interpolated from observed gravity values.
 RD4315
 RD4315;                    North         East    Units  Estimated Accuracy
 RD4315;SPC WA S     -    46,470.      340,670.      MT  (+/- 180 meters Scaled)
 RD4315
 RD4315                          SUPERSEDED SURVEY CONTROL
 RD4315
 RD4315  NGVD 29 (03/17/92)   90.014  (m)          295.32   (f) ADJUSTED    2 2
 RD4315
 RD4315.Superseded values are not recommended for survey control.
 RD4315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4315.See file dsdata.txt to determine how the superseded data were derived.
 RD4315
 RD4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER352644(NAD 83)
 RD4315_MARKER: B = BOLT
 RD4315_SETTING: 0 = UNSPECIFIED SETTING
 RD4315_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RD4315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD4315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4315+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RD4315
 RD4315  HISTORY     - Date     Condition        Report By
 RD4315  HISTORY     - 1990     MONUMENTED       WA-011
 RD4315  HISTORY     - 20040530 GOOD             USPSQD
 RD4315  HISTORY     - 20050503 GOOD             USPSQD
 RD4315  HISTORY     - 20060718 GOOD             USPSQD
 RD4315
 RD4315                          STATION DESCRIPTION
 RD4315
 RD4315'DESCRIBED BY CLARK COUNTY WASHINGTON 1990
 RD4315'IN BRUSH PRAIRIE, IN SE CORNER OF INTERSECTION OF CAPLES ROAD (OLD SR
 RD4315'503) WITH THE CHELATCHIE PRAIRIE RAILROAD, IN NORTHWEST CORNER OF
 RD4315'CONCRETE BASE OF RAILROAD CROSSING SIGNAL FOR NORTHBOUND TRAFFIC, 27
 RD4315'FT. EAST OF CENTERLINE OF CAPLES ROAD, 8.4 FT. NORTHEAST OF POWER
 RD4315'POLE NUMBER A32 22 5245, 37 FT. SOUTHEASTERLY AT RIGHT ANGLES FROM
 RD4315'THE CENTERLINE OF THE TRACKS.DATUM POINT IS TOP OF BOLT IN NW
 RD4315'CORNER OF SIGNAL POLE BASE (0.8 FT. SE OF BRASS DISK MARKED CLARK
 RD4315'COUNTY BENCH MARK 15307 1990)
 RD4315
 RD4315                          STATION RECOVERY (2004)
 RD4315
 RD4315'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4315'RECOVERED IN GOOD CONDITION.
 RD4315
 RD4315                          STATION RECOVERY (2005)
 RD4315
 RD4315'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4315'RECOVERED IN GOOD CONDITION.
 RD4315
 RD4315                          STATION RECOVERY (2006)
 RD4315
 RD4315'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1660 ***********************************************************************
 SY1660  DESIGNATION -  CAPSTAIN 2
 SY1660  PID         -  SY1660
 SY1660  STATE/COUNTY-  WA/MASON
 SY1660  USGS QUAD   -  LILLIWAUP (1985)
 SY1660
 SY1660                         *CURRENT SURVEY CONTROL
 SY1660  ___________________________________________________________________
 SY1660* NAD 83(1991)-  47 29 10.71400(N)    123 02 23.74511(W)     ADJUSTED  
 SY1660* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY1660  ___________________________________________________________________
 SY1660  LAPLACE CORR-          -8.52  (seconds)                    DEFLEC99
 SY1660  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SY1660
 SY1660  HORZ ORDER  -  THIRD
 SY1660
 SY1660.The horizontal coordinates were established by classical geodetic methods
 SY1660.and adjusted by the National Geodetic Survey in December 1991..
 SY1660
 SY1660.The orthometric height was scaled from a topographic map.
 SY1660
 SY1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1660
 SY1660.The geoid height was determined by GEOID03.
 SY1660
 SY1660;                    North         East     Units Scale Factor Converg.
 SY1660;SPC WA S     -   242,399.805   308,608.619   MT  1.00003861   -1 50 42.0
 SY1660;SPC WA S     -   795,273.36  1,012,493.44   sFT  1.00003861   -1 50 42.0
 SY1660;SPC WA N     -    56,452.985   333,726.338   MT  1.00000258   -1 38 34.3
 SY1660;SPC WA N     -   185,212.83  1,094,900.49   sFT  1.00000258   -1 38 34.3
 SY1660;UTM  10      - 5,259,208.992   496,992.014   MT  0.99960011   -0 01 46.0
 SY1660
 SY1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1660!SPC WA S     -   1.00000226  x   1.00003861  =   1.00004087
 SY1660!SPC WA N     -   1.00000226  x   1.00000258  =   1.00000484
 SY1660!UTM  10      -   1.00000226  x   0.99960011  =   0.99960237
 SY1660
 SY1660|---------------------------------------------------------------------|
 SY1660| PID    Reference Object                     Distance      Geod. Az  |
 SY1660|                                                           dddmmss.s |
 SY1660| DD9499 CAPSTAIN 2 RM 1                      19.025 METERS 03244     |
 SY1660| DD9501 CAPSTAIN 2 WM 1                      18.050 METERS 04959     |
 SY1660| DD9502 CAPSTAIN 2 WM 2                      11.820 METERS 08841     |
 SY1660| DD9500 CAPSTAIN 2 RM 2                      12.855 METERS 18546     |
 SY1660| SY1661 DEWATTO 2                           APPROX. 2.3 KM 2201045.5 |
 SY1660| SY1650 HOUSE E CHIM BACK OF CABIN 2        APPROX. 4.0 KM 2484109.6 |
 SY1660|---------------------------------------------------------------------|
 SY1660
 SY1660                          SUPERSEDED SURVEY CONTROL
 SY1660
 SY1660  NAD 83(1986)-  47 29 10.71106(N)    123 02 23.75272(W) AD(       ) 3
 SY1660  NAD 27      -  47 29 11.37400(N)    123 02 19.19600(W) AD(       ) 3
 SY1660
 SY1660.Superseded values are not recommended for survey control.
 SY1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1660.See file dsdata.txt to determine how the superseded data were derived.
 SY1660
 SY1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9699259209(NAD 83)
 SY1660_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1660
 SY1660  HISTORY     - Date     Condition        Report By
 SY1660  HISTORY     - 1934     MONUMENTED       CGS
 SY1660  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY1660  HISTORY     - 19960326 MARK NOT FOUND   USPSQD
 SY1660
 SY1660                          STATION DESCRIPTION
 SY1660
 SY1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY1660'STATION IS LOCATED ON A FLAT ROUNDING POINT ABOUT 2.4 MILES
 SY1660'(NAUTICAL) N OF DEWATTO BAY AND 2.4 MILES (NAUTICAL) S OF CHINOM
 SY1660'POINT ON THE E SIDE OF HOOD CANAL.  ON THE HIGH-WATER LINE ABOUT 8
 SY1660'FEET OUT FROM THE FOOT OF THE BLUFF.  A VERTICAL GRAVEL AND HARD
 SY1660'PAN BANK RISES NEARLY VERTICAL TO A HEIGHT OF 10 TO 20 FEET
 SY1660'DIRECTLY BACK OF THE STATION.  ABOVE THE BANK THE GROUND RISES
 SY1660'SHARPLY AND IS WELL TIMBERED.
 SY1660'
 SY1660'SURFACE MARK IS A STANDARD DISK, AS DESCRIBED IN NOTE 1A, SET IN
 SY1660'A 6- BY 6- BY 18-INCH CEMENT BLOCK EMBEDDED IN A MASS OF CONCRETE
 SY1660'24 INCHES DEEP AND 15 INCHES IN DIAMETER, AND PROJECTING 6 INCHES
 SY1660'ABOVE SURFACE.
 SY1660'
 SY1660'THE UNDERGROUND MARK IS A STANDARD DISK, AS DESCRIBED IN NOTE 7A,
 SY1660'SET IN A MASS OF CONCRETE 30 INCHES DEEP.
 SY1660'
 SY1660'REFERENCE MARK NO.1 IS TO THE N ON THE HIGH-WATER LINE AND ABOUT
 SY1660'3 FEET OUT FROM THE FOOT OF THE BLUFF.  IT IS A STANDARD DISK, AS
 SY1660'DESCRIBED IN NOTE 11A, IN A 6-BY 6-BY 18-INCH BLOCK OF CEMENT.
 SY1660'
 SY1660'REFERENCE MARK NO.2 IS THE SAME AND TO THE S SET ON A SMALL
 SY1660'SHOULDER 6 FEET BACK OF HIGH-WATER LINE AND 6 FEET ABOVE IT.
 SY1660'
 SY1660'WITNESS MARK NO.1 IS TRIANGULAR BLAZE, WITH A NAIL AT THE CENTER
 SY1660'AND EACH APEX OF THE TRIANGLE AS DESCRIBED IN NOTE 15A, IN A
 SY1660'24-INCH FIR TREE TO THE NE.
 SY1660'
 SY1660'WITNESS MARK NO.2 IS A TRIANGULAR BLAZE, AS DESCRIBED IN NOTE 15A,
 SY1660'IN A 36-INCH FIR TREE TO THE SE.
 SY1660
 SY1660                          STATION RECOVERY (1953)
 SY1660
 SY1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JAW)
 SY1660'THIS STATION SEARCHED FOR BUT NOT FOUND.  ONE WITNESS TREE WAS
 SY1660'FOUND.
 SY1660
 SY1660                          STATION RECOVERY (1996)
 SY1660
 SY1660'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1052 ***********************************************************************
 SX1052  DESIGNATION -  CAR
 SX1052  PID         -  SX1052
 SX1052  STATE/COUNTY-  WA/KITTITAS
 SX1052  USGS QUAD   -  COLOCKUM PASS SE (1966)
 SX1052
 SX1052                         *CURRENT SURVEY CONTROL
 SX1052  ___________________________________________________________________
 SX1052* NAD 83(1991)-  47 00 11.30751(N)    120 20 50.91321(W)     ADJUSTED  
 SX1052* NAVD 88     -       595.681  (meters)    1954.33   (feet)  ADJUSTED  
 SX1052  ___________________________________________________________________
 SX1052  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 SX1052  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 SX1052  DYNAMIC HT  -         595.679 (meters)    1954.32  (feet)  COMP
 SX1052  MODELED GRAV-     980,592.3   (mgal)                       NAVD 88
 SX1052
 SX1052  HORZ ORDER  -  SECOND
 SX1052  VERT ORDER  -  SECOND    CLASS 0
 SX1052
 SX1052.The horizontal coordinates were established by classical geodetic methods
 SX1052.and adjusted by the National Geodetic Survey in December 1991..
 SX1052
 SX1052.The orthometric height was determined by differential leveling
 SX1052.and adjusted by the National Geodetic Survey in June 1991..
 SX1052
 SX1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1052
 SX1052.The geoid height was determined by GEOID03.
 SX1052
 SX1052.The dynamic height is computed by dividing the NAVD 88
 SX1052.geopotential number by the normal gravity value computed on the
 SX1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1052.degrees latitude (g = 980.6199 gals.).
 SX1052
 SX1052.The modeled gravity was interpolated from observed gravity values.
 SX1052
 SX1052;                    North         East     Units Scale Factor Converg.
 SX1052;SPC WA S     -   185,613.548   511,599.004   MT  0.99994120   +0 06 38.9
 SX1052;SPC WA S     -   608,967.12  1,678,471.07   sFT  0.99994120   +0 06 38.9
 SX1052;UTM  10      - 5,208,928.149   701,642.903   MT  1.00009975   +1 56 26.5
 SX1052
 SX1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1052!SPC WA S     -   0.99990981  x   0.99994120  =   0.99985101
 SX1052!UTM  10      -   0.99990981  x   1.00009975  =   1.00000955
 SX1052
 SX1052|---------------------------------------------------------------------|
 SX1052| PID    Reference Object                     Distance      Geod. Az  |
 SX1052|                                                           dddmmss.s |
 SX1052| CF1194 CAR RM 1                             12.303 METERS 17927     |
 SX1052| CF1195 CAR RM 2                             16.340 METERS 26805     |
 SX1052|---------------------------------------------------------------------|
 SX1052
 SX1052                          SUPERSEDED SURVEY CONTROL
 SX1052
 SX1052  NAD 83(1986)-  47 00 11.31009(N)    120 20 50.89339(W) AD(       ) 2
 SX1052  NAD 27      -  47 00 11.85290(N)    120 20 46.66540(W) AD(       ) 2
 SX1052  NGVD 29 (??/??/92)  594.56   (m)         1950.7    (f) COMPUTED    2 0
 SX1052
 SX1052.Superseded values are not recommended for survey control.
 SX1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1052.See file dsdata.txt to determine how the superseded data were derived.
 SX1052
 SX1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0164308928(NAD 83)
 SX1052_MARKER: DS = TRIANGULATION STATION DISK
 SX1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX1052_STAMPING: CAR 1957
 SX1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1052+STABILITY: SURFACE MOTION
 SX1052
 SX1052  HISTORY     - Date     Condition        Report By
 SX1052  HISTORY     - 1957     MONUMENTED       CGS
 SX1052  HISTORY     - 1957     GOOD             CGS
 SX1052  HISTORY     - 1988     GOOD             USPSQD
 SX1052
 SX1052                          STATION DESCRIPTION
 SX1052
 SX1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SX1052'THE STATION IS IN A COUNTY ROAD RIGHT-OF-WAY ABOUT 9 MILES EAST OF
 SX1052'ELLENSBURG AND 0.1 MILE NORTH OF U.S. HIGHWAY 10.
 SX1052'
 SX1052'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN ELLENSBURG
 SX1052'BY GOING EAST ON U.S. 10 FOR 9.5 MILES TO A T ROAD ON THE LEFT.
 SX1052'TURN LEFT AND FOLLOW THE GRAVELED COUNTY ROAD FOR 0.1 MILE TO A
 SX1052'FIELD GATE ON BOTH SIDES OF THE ROAD, BOTH GATES HAVING CRIBBED-ROCK
 SX1052'SUPPORTS IN PLACE OF POSTS.  THE STATION IS ON THE RIGHT, EAST,
 SX1052'SIDE OF THE ROAD, JUST NORTH OF THE NORTH ROCK-FILLED CRIB.
 SX1052'
 SX1052'THE STATION MARK IS A STANDARD DISK, STAMPED CAR 1957, SET IN A
 SX1052'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 24
 SX1052'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 10 FEET NORTHWEST OF
 SX1052'THE NORTH END OF A WIRE GATE, 8 FEET SOUTH OF A WHITE WITNESS POST,
 SX1052'AND 5 FEET WEST OF A FENCE LINE.
 SX1052'
 SX1052'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAR NO 1 1957, SET IN
 SX1052'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 24
 SX1052'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 9 FEET SOUTHWEST OF THE
 SX1052'SOUTH END OF A WIRE GATE, AND 5 FEET WEST OF A FENCE LINE.
 SX1052'
 SX1052'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAR NO 2 1957, SET IN
 SX1052'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 28
 SX1052'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 11 FEET NORTHEAST OF
 SX1052'THE NORTH END OF A WIRE GATE, AND 1 FOOT EAST OF A FENCE LINE.
 SX1052
 SX1052                          STATION RECOVERY (1957)
 SX1052
 SX1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 SX1052'9 MI E FROM ELLENSBURG.
 SX1052'FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN ELLENSBURG, GO EAST ON
 SX1052'U.S. HIGHWAY 10 FOR 9.5 MILES TO A T ROAD LEADING NORTH, THENCE GO
 SX1052'NORTH 0.1 MILE ALONG A GRAVEL ROAD, 24 FEET EAST OF THE CENTERLINE OF
 SX1052'THE ROAD, 10 FEET NORTHWEST OF THE NORTH END OF A WIRE GATE, 8 FEET
 SX1052'SOUTH OF A WHITE WITNESS POST, 5 FEET WEST OF A NORTH-SOUTH FENCE, A
 SX1052'12 IN. SQUARE CONCRETE MONUMENT PROJECTING 1 INCH ABOVE THE SURFACE OF
 SX1052'THE GROUND.
 SX1052
 SX1052                          STATION RECOVERY (1988)
 SX1052
 SX1052'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1668 ***********************************************************************
 SY1668  DESIGNATION -  CAR
 SY1668  PID         -  SY1668
 SY1668  STATE/COUNTY-  WA/MASON
 SY1668  USGS QUAD   -  UNION (1985)
 SY1668
 SY1668                         *CURRENT SURVEY CONTROL
 SY1668  ___________________________________________________________________
 SY1668* NAD 83(1991)-  47 21 17.09160(N)    123 01 05.55082(W)     ADJUSTED  
 SY1668* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 SY1668  ___________________________________________________________________
 SY1668  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 SY1668  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 SY1668
 SY1668  HORZ ORDER  -  THIRD
 SY1668
 SY1668.The horizontal coordinates were established by classical geodetic methods
 SY1668.and adjusted by the National Geodetic Survey in December 1991..
 SY1668
 SY1668.The orthometric height was scaled from a topographic map.
 SY1668
 SY1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1668
 SY1668.The geoid height was determined by GEOID03.
 SY1668
 SY1668;                    North         East     Units Scale Factor Converg.
 SY1668;SPC WA S     -   227,727.556   309,777.870   MT  1.00000497   -1 49 45.2
 SY1668;SPC WA S     -   747,136.16  1,016,329.56   sFT  1.00000497   -1 49 45.2
 SY1668;UTM  10      - 5,244,587.319   498,624.873   MT  0.99960002   -0 00 48.2
 SY1668
 SY1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1668!SPC WA S     -   1.00000216  x   1.00000497  =   1.00000713
 SY1668!UTM  10      -   1.00000216  x   0.99960002  =   0.99960218
 SY1668
 SY1668:                Primary Azimuth Mark                     Grid Az
 SY1668:SPC WA S     -  GARDNER                                  042 40 37.3
 SY1668:UTM  10      -  GARDNER                                  040 51 40.3
 SY1668
 SY1668|---------------------------------------------------------------------|
 SY1668| PID    Reference Object                     Distance      Geod. Az  |
 SY1668|                                                           dddmmss.s |
 SY1668| SY1673 GARDNER                             442.299 METERS 0405052.1 |
 SY1668| DD9503 CAR RM                               14.875 METERS 20545     |
 SY1668| SY1664 ROY                                 APPROX. 1.2 KM 2505915.4 |
 SY1668|---------------------------------------------------------------------|
 SY1668
 SY1668                          SUPERSEDED SURVEY CONTROL
 SY1668
 SY1668  NAD 83(1986)-  47 21 17.08852(N)    123 01 05.55921(W) AD(       ) 3
 SY1668  NAD 27      -  47 21 17.75900(N)    123 01 01.03000(W) AD(       ) 3
 SY1668
 SY1668.Superseded values are not recommended for survey control.
 SY1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1668.See file dsdata.txt to determine how the superseded data were derived.
 SY1668
 SY1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9862544587(NAD 83)
 SY1668_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1668
 SY1668  HISTORY     - Date     Condition        Report By
 SY1668  HISTORY     - 1934     MONUMENTED       CGS
 SY1668  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY1668  HISTORY     - 19960327 MARK NOT FOUND   USPSQD
 SY1668
 SY1668                          STATION DESCRIPTION
 SY1668
 SY1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY1668'STATION IS LOCATED ABOUT 3.5 MILES (NAUTICAL) E OF UNION CITY ON
 SY1668'THE S SHORE OF HOOD CANAL IN THE NARROWS.  ON THE HIGH-WATER LINE
 SY1668'AND ABOUT 25 FEET OUTSIDE THE EDGE OF THE HIGHWAY.  HIGHWAY IS
 SY1668'ABOUT 8 FEET HIGHER.
 SY1668'
 SY1668'SURFACE MARK IS A STANDARD DISK IN A 12- BY 12- BY 24-INCH
 SY1668'CONCRETE BLOCK PROJECTING 3 INCHES, AS DESCRIBED IN NOTE 1A.
 SY1668'
 SY1668'SUBSURFACE MARK IS MARKED, AS DESCRIBED IN NOTE 7A, BY A STANDARD
 SY1668'DISK IN A MASS OF CONCRETE 30 INCHES DEEP.
 SY1668'
 SY1668'REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 11A, BY A STANDARD
 SY1668'DISK IN A 6- BY 6- BY 18-INCH CONCRETE BLOCK TO THE SW AND IN THE
 SY1668'SHOULDER OF THE HIGHWAY.
 SY1668
 SY1668                          STATION RECOVERY (1952)
 SY1668
 SY1668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY1668'STATION MARK FOUND IN TILTED POSITION AND WASHED HIGH UPON BEACH,
 SY1668'AND TABLET REMOVED.
 SY1668
 SY1668                          STATION RECOVERY (1996)
 SY1668
 SY1668'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1238 ***********************************************************************
 SV1238  DESIGNATION -  CAR
 SV1238  PID         -  SV1238
 SV1238  STATE/COUNTY-  WA/SPOKANE
 SV1238  USGS QUAD   -  SPOKANE NW (1986)
 SV1238
 SV1238                         *CURRENT SURVEY CONTROL
 SV1238  ___________________________________________________________________
 SV1238* NAD 83(1991)-  47 38 26.49089(N)    117 28 18.34797(W)     ADJUSTED  
 SV1238* NAVD 88     -       669.     (meters)    2195.     (feet)  SCALED    
 SV1238  ___________________________________________________________________
 SV1238  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 SV1238  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 SV1238
 SV1238  HORZ ORDER  -  THIRD
 SV1238
 SV1238.The horizontal coordinates were established by classical geodetic methods
 SV1238.and adjusted by the National Geodetic Survey in December 1991..
 SV1238
 SV1238.The orthometric height was scaled from a topographic map.
 SV1238
 SV1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1238
 SV1238.The geoid height was determined by GEOID03.
 SV1238
 SV1238;                    North         East     Units Scale Factor Converg.
 SV1238;SPC WA N     -    76,749.203   752,509.085   MT  0.99997673   +2 30 09.9
 SV1238;SPC WA N     -   251,801.34  2,468,856.89   sFT  0.99997673   +2 30 09.9
 SV1238;UTM  11      - 5,276,473.678   464,564.950   MT  0.99961543   -0 20 55.0
 SV1238
 SV1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1238!SPC WA N     -   0.99989800  x   0.99997673  =   0.99987473
 SV1238!UTM  11      -   0.99989800  x   0.99961543  =   0.99951347
 SV1238
 SV1238|---------------------------------------------------------------------|
 SV1238| PID    Reference Object                     Distance      Geod. Az  |
 SV1238|                                                           dddmmss.s |
 SV1238| CF1195 CAR RM 2                              7.412 METERS 21115     |
 SV1238| CF1194 CAR RM 1                             18.347 METERS 30536     |
 SV1238|---------------------------------------------------------------------|
 SV1238
 SV1238                          SUPERSEDED SURVEY CONTROL
 SV1238
 SV1238  NAD 83(1986)-  47 38 26.49950(N)    117 28 18.33868(W) AD(       ) 3
 SV1238  NAD 27      -  47 38 26.89500(N)    117 28 14.57900(W) AD(       ) 3
 SV1238
 SV1238.Superseded values are not recommended for survey control.
 SV1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1238.See file dsdata.txt to determine how the superseded data were derived.
 SV1238
 SV1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN6456576474(NAD 83)
 SV1238_MARKER: DS = TRIANGULATION STATION DISK
 SV1238_SETTING: 66 = SET IN ROCK OUTCROP
 SV1238
 SV1238  HISTORY     - Date     Condition        Report By
 SV1238  HISTORY     - 1957     MONUMENTED       CGS
 SV1238  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SV1238
 SV1238                          STATION DESCRIPTION
 SV1238
 SV1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SV1238'THE STATION IS LOCATED NEAR THE WEST CITY LIMITS OF SPOKANE, ON
 SV1238'THE TOP OF A ROCKY BENCH WHICH RISES BETWEEN U.S. HIGHWAY 2, 10
 SV1238'AND 395 AND THE OLD SUNSET HIGHWAY.  IT IS ABOUT 100 YARDS
 SV1238'NORTHEAST OF THE CARAVAN INN.
 SV1238'
 SV1238'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2, 10 AND
 SV1238'395 WITH U.S. HIGHWAY 195 ON THE WEST SIDE OF SPOKANE, DRIVE
 SV1238'SOUTHWESTERLY ON U.S. HIGHWAY 2, 10 AND 395 FOR 1.7 MILES TO THE
 SV1238'CARAVAN INN ON THE LEFT AND A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 SV1238'FOR ABOUT 50 FEET TO A Y-FORK, THEN KEEP THE RIGHT FORK AND DRIVE
 SV1238'NORTHEAST FOR ABOUT 100 YARDS TO THE STATION ON THE RIGHT.
 SV1238'
 SV1238'THE STATION MARK, STAMPED CAR 1956, IS A STANDARD STATION MARK
 SV1238'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 SV1238'WITH THE SURFACE OF THE GROUND.  IT IS 30 FEET SOUTH OF THE CENTER
 SV1238'OF THE OLD SUNSET HIGHWAY, 18 FEET NORTH OF A CLIFF WHICH DESCENDS
 SV1238'TO THE SOUTH SIDE OF U.S. HIGHWAY 2, 10 AND 395, AND 7 FEET SOUTH
 SV1238'OF A WHITE WITNESS POST.
 SV1238'
 SV1238'REFERENCE MARK 1, STAMPED CAR NO 1 1956, IS A STANDARD REFERENCE
 SV1238'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 SV1238'LOCATED AT THE BASE OF A ROCK CLIFF, 30 FEET NORTH OF THE CENTER
 SV1238'OF THE OLD SUNSET HIGHWAY.
 SV1238'
 SV1238'REFERENCE MARK 2, STAMPED CAR NO 2 1956, IS A STANDARD REFERENCE
 SV1238'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 SV1238'IS ABOUT FLUSH WITH THE GROUND.  IT IS ABOUT 18 INCHES HIGHER
 SV1238'IN ELEVATION THAN THE STATION MARK.
 SV1238'
 SV1238'OBSERVATIONS WERE MADE FROM THE TOP OF A 4 FOOT STAND.
 SV1238
 SV1238                          STATION RECOVERY (1957)
 SV1238
 SV1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SV1238'DUE TO NEW HIGHWAY CONSTRUCTION THIS STATION HAS BEEN REMOVED.
 SV1238'
 SV1238'SEE STATION CAR 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1520 ***********************************************************************
 SX1520  DESIGNATION -  CAR
 SX1520  PID         -  SX1520
 SX1520  STATE/COUNTY-  WA/KING
 SX1520  USGS QUAD   -  CARNATION (1993)
 SX1520
 SX1520                         *CURRENT SURVEY CONTROL
 SX1520  ___________________________________________________________________
 SX1520* NAD 83(1991)-  47 39 49.44940(N)    121 55 52.81250(W)     ADJUSTED  
 SX1520* NAVD 88     -       133.1    (meters)     437.     (feet)  VERTCON   
 SX1520  ___________________________________________________________________
 SX1520  LAPLACE CORR-          14.92  (seconds)                    DEFLEC99
 SX1520  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 SX1520
 SX1520  HORZ ORDER  -  FIRST
 SX1520
 SX1520.The horizontal coordinates were established by classical geodetic methods
 SX1520.and adjusted by the National Geodetic Survey in December 1991..
 SX1520
 SX1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1520
 SX1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1520
 SX1520.The geoid height was determined by GEOID03.
 SX1520
 SX1520;                    North         East     Units Scale Factor Converg.
 SX1520;SPC WA N     -    74,383.718   417,535.035   MT  0.99997348   -0 49 02.9
 SX1520;SPC WA N     -   244,040.58  1,369,862.86   sFT  0.99997348   -0 49 02.9
 SX1520;UTM  10      - 5,279,480.110   580,233.699   MT  0.99967911   +0 47 24.0
 SX1520
 SX1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1520!SPC WA N     -   0.99998271  x   0.99997348  =   0.99995619
 SX1520!UTM  10      -   0.99998271  x   0.99967911  =   0.99966182
 SX1520
 SX1520|---------------------------------------------------------------------|
 SX1520| PID    Reference Object                     Distance      Geod. Az  |
 SX1520|                                                           dddmmss.s |
 SX1520| CF4193 CAR RM 1                             31.783 METERS 05242     |
 SX1520| CF4194 CAR RM 2                             28.901 METERS 19740     |
 SX1520| AH6119 ASHTON 2 RESET                      APPROX. 6.0 KM 3451350.9 |
 SX1520|---------------------------------------------------------------------|
 SX1520
 SX1520                          SUPERSEDED SURVEY CONTROL
 SX1520
 SX1520  NAD 83(1986)-  47 39 49.44040(N)    121 55 52.81718(W) AD(       ) 1
 SX1520  NAD 27      -  47 39 50.07615(N)    121 55 48.39474(W) AD(       ) 1
 SX1520  NGVD 29 (07/19/86)  132.0    (m)          433.     (f) VERT ANG       
 SX1520
 SX1520.Superseded values are not recommended for survey control.
 SX1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1520.See file dsdata.txt to determine how the superseded data were derived.
 SX1520
 SX1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8023479480(NAD 83)
 SX1520_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SX1520
 SX1520  HISTORY     - Date     Condition        Report By
 SX1520  HISTORY     - 1973     MONUMENTED       NGS
 SX1520
 SX1520                          STATION DESCRIPTION
 SX1520
 SX1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SX1520'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO TREES AND AN
 SX1520'ELECTRIC FENCE ON LINE.
 SX1520'
 SX1520'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF DUVALL,
 SX1520'1-1/4 MILES NORTHWEST OF CARNATION, 1-1/4 MILES SOUTHEAST OF
 SX1520'THE CARNATION FARMS OFFICE, AND 1/4 MILE WEST OF THE SNOQUALMIE
 SX1520'RIVER.  IT IS IN A PASTURE WHICH BELONGS TO THE CARNATION FARMS,
 SX1520'WITH HIGHER GROUND ABOUT 200 FEET TO THE SOUTHWEST.  IT IS IN THE
 SX1520'SE 1/4 SEC 8, T 25 N, R 7 E.
 SX1520'
 SX1520'TO REACH THE STATION FROM THE INTERSECTION OF TOLT AVE AND E
 SX1520'ENTWHISTLE ST IN CARNATION, GO NORTH ON TOLT AVE (STATE HIGHWAY 203)
 SX1520'FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON
 SX1520'CARNATION FARM RD FOR 0.8 MILE TO A BRIDGE OVER THE SNOQUALMIE
 SX1520'RIVER.  CONTINUE NORTHWEST ON THE SURFACED ROAD FOR 0.85 MILE
 SX1520'TO A SIDE ROAD LEFT AT TWO RED IRON GATES WHICH ARE LOCKED.  THE
 SX1520'KEY WAS OBTAINED FROM CARNATION FARMS.  TURN SHARP LEFT AND GO
 SX1520'SOUTHERLY UPHILL FOR 0.4 MILE TO A REVERSE FORK RIGHT.
 SX1520'CONTINUE SOUTHWEST FOR 0.15 MILE TO A GATE ON THE LEFT.  TURN
 SX1520'LEFT AND FOLLOW A TRACK ROAD SOUTHWEST PASSING THROUGH
 SX1520'ANOTHER GATE FOR 0.15 MILE TO A SMALL WHITE SHED NEAR THE
 SX1520'SOUTHEAST SIDE OF THE PASTURE FENCE.  TURN LEFT AND GO
 SX1520'NORTHEAST SLIGHTLY DOWNHILL ALONG THE NORTH SIDE OF THE
 SX1520'FENCE FOR 0.05 MILE TO THE STATION ON THE LEFT.
 SX1520'
 SX1520'THE STATION MARK IS A STANDARD DISK STAMPED CAR 1973.  IT IS
 SX1520'SET IN THE TOP OF AN 18-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SX1520'IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 36 FEET SOUTHWEST OF
 SX1520'A POINT WHERE THE FENCE BENDS TO THE NORTHEAST, 21.2 FEET WEST OF
 SX1520'A WITNESS POST AND 20.7 FEET WEST OF A WOVEN WIRE FENCE.  THE
 SX1520'UNDERGROUND MARK IS SET 38 INCHES BELOW THE GROUND SURFACE.
 SX1520'
 SX1520'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAR NO 1 1973.  IT
 SX1520'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 SX1520'WHICH PROJECTS ABOUT 4 INCHES.  IT IS 69 FEET NORTHEAST OF A
 SX1520'POINT WHERE THE FENCE BENDS TO THE NORTHEAST AND 0.9 FEET
 SX1520'NORTHWEST OF THE FENCE.
 SX1520'
 SX1520'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAR NO 2 1973.  IT
 SX1520'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 SX1520'WHICH PROJECTS ABOUT 2 INCHES.  IT IS 91.4 FEET SOUTH OF THE
 SX1520'WITNESS POST AND 0.8 FEET WEST OF THE FENCE.
 SX1520'
 SX1520'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 SX1520'
 SX1520'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1497 ***********************************************************************
 SC1497  DESIGNATION -  CAR 1949
 SC1497  PID         -  SC1497
 SC1497  STATE/COUNTY-  WA/COWLITZ
 SC1497  USGS QUAD   -  RAINIER (1990)
 SC1497
 SC1497                         *CURRENT SURVEY CONTROL
 SC1497  ___________________________________________________________________
 SC1497* NAD 83(1991)-  46 03 38.03194(N)    122 52 39.31193(W)     ADJUSTED  
 SC1497* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC1497  ___________________________________________________________________
 SC1497  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 SC1497  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SC1497
 SC1497  HORZ ORDER  -  THIRD
 SC1497
 SC1497.The horizontal coordinates were established by classical geodetic methods
 SC1497.and adjusted by the National Geodetic Survey in December 1991..
 SC1497
 SC1497.The orthometric height was scaled from a topographic map.
 SC1497
 SC1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1497
 SC1497.The geoid height was determined by GEOID03.
 SC1497
 SC1497;                    North         East     Units Scale Factor Converg.
 SC1497;SPC WA S     -    83,604.091   316,061.254   MT  0.99995623   -1 43 37.4
 SC1497;SPC WA S     -   274,291.09  1,036,944.30   sFT  0.99995623   -1 43 37.4
 SC1497;SPC OR N     -   268,733.561 2,316,048.962   MT  1.00001597   -1 41 10.1
 SC1497;SPC OR N     -   881,671.79  7,598,585.83   iFT  1.00001597   -1 41 10.1
 SC1497;UTM  10      - 5,100,783.934   509,468.402   MT  0.99960110   +0 05 17.3
 SC1497
 SC1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1497!SPC WA S     -   1.00000293  x   0.99995623  =   0.99995916
 SC1497!SPC OR N     -   1.00000293  x   1.00001597  =   1.00001890
 SC1497!UTM  10      -   1.00000293  x   0.99960110  =   0.99960403
 SC1497
 SC1497                          SUPERSEDED SURVEY CONTROL
 SC1497
 SC1497  NAD 83(1991)-  46 03 38.03193(N)    122 52 39.31194(W) AD(       ) 3
 SC1497  NAD 83(1986)-  46 03 38.04795(N)    122 52 39.30715(W) AD(       ) 3
 SC1497  NAD 27      -  46 03 38.63844(N)    122 52 34.91693(W) AD(       ) 3
 SC1497
 SC1497.Superseded values are not recommended for survey control.
 SC1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1497.See file dsdata.txt to determine how the superseded data were derived.
 SC1497
 SC1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0946800784(NAD 83)
 SC1497_MARKER: DT = TOPOGRAPHIC STATION DISK
 SC1497_SETTING: 0 = UNSPECIFIED SETTING
 SC1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1497
 SC1497  HISTORY     - Date     Condition        Report By
 SC1497  HISTORY     - 1949     MONUMENTED       CGS
 SC1497  HISTORY     - 1959     SEE DESCRIPTION  USE
 SC1497
 SC1497                          STATION DESCRIPTION
 SC1497
 SC1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1497'STATION IS LOCATED ON THE S END OF COTTONWOOD ISLAND, ABOUT 1/4
 SC1497'MILE N OF THE S END, ABOUT 200 FEET E OF THE NORMAL HIGH-WATER
 SC1497'LINE, AND 18 FEET DUE S OF DIKE 42.0 EXTENDED.
 SC1497'
 SC1497'STATION IS MARKED BY A STANDARD TOPOGRAPHIC DISK, STAMPED CAR
 SC1497'1949, SET IN THE TOP OF A 4-FOOT SECTION OF CONCRETE SOIL PIPE.
 SC1497'
 SC1497'NO UNDERGROUND, REFERENCE, OR AZIMUTH MARK WAS SET.
 SC1497
 SC1497                          STATION RECOVERY (1959)
 SC1497
 SC1497'RECOVERY NOTE BY US ENGINEERS 1959
 SC1497'STATION REPORTED BURIED UNDER DREDGE DUMP POSSIBLY TO A DEPTH OF
 SC1497'10 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1237 ***********************************************************************
 SV1237  DESIGNATION -  CAR 2
 SV1237  PID         -  SV1237
 SV1237  STATE/COUNTY-  WA/SPOKANE
 SV1237  USGS QUAD   -  SPOKANE NW (1986)
 SV1237
 SV1237                         *CURRENT SURVEY CONTROL
 SV1237  ___________________________________________________________________
 SV1237* NAD 83(1991)-  47 38 27.25629(N)    117 28 18.88669(W)     ADJUSTED  
 SV1237* NAVD 88     -       669.     (meters)    2195.     (feet)  SCALED    
 SV1237  ___________________________________________________________________
 SV1237  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 SV1237  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 SV1237
 SV1237  HORZ ORDER  -  THIRD
 SV1237
 SV1237.The horizontal coordinates were established by classical geodetic methods
 SV1237.and adjusted by the National Geodetic Survey in December 1991..
 SV1237.No horizontal observational check was made to the station.
 SV1237
 SV1237.The orthometric height was scaled from a topographic map.
 SV1237
 SV1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1237
 SV1237.The geoid height was determined by GEOID03.
 SV1237
 SV1237;                    North         East     Units Scale Factor Converg.
 SV1237;SPC WA N     -    76,772.328   752,496.819   MT  0.99997670   +2 30 09.5
 SV1237;SPC WA N     -   251,877.21  2,468,816.65   sFT  0.99997670   +2 30 09.5
 SV1237;UTM  11      - 5,276,497.375   464,553.854   MT  0.99961544   -0 20 55.4
 SV1237
 SV1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1237!SPC WA N     -   0.99989800  x   0.99997670  =   0.99987470
 SV1237!UTM  11      -   0.99989800  x   0.99961544  =   0.99951348
 SV1237
 SV1237:                Primary Azimuth Mark                     Grid Az
 SV1237:SPC WA N     -  SPOKANE COUNTY COURTHOUSE FLAG           048 10 53.3
 SV1237:UTM  11      -  SPOKANE COUNTY COURTHOUSE FLAG           051 01 58.2
 SV1237
 SV1237|---------------------------------------------------------------------|
 SV1237| PID    Reference Object                     Distance      Geod. Az  |
 SV1237|                                                           dddmmss.s |
 SV1237| SV1220 SPOKANE COUNTY COURTHOUSE FLAG      APPROX. 4.2 KM 0504102.8 |
 SV1237| SV1238 CAR                                  26.177 METERS 15434     |
 SV1237| CF1198 CAR 2 RM 3                            5.559 METERS 25555     |
 SV1237| CF1197 CAR 2 RM 2                           14.247 METERS 26325     |
 SV1237| CF1196 CAR 2 RM 1                            6.913 METERS 35254     |
 SV1237| CF1199 CAR 2 RM 4                            6.898 METERS 35956     |
 SV1237|---------------------------------------------------------------------|
 SV1237
 SV1237                          SUPERSEDED SURVEY CONTROL
 SV1237
 SV1237  NAD 83(1986)-  47 38 27.26492(N)    117 28 18.87741(W) AD(       ) 3
 SV1237  NAD 27      -  47 38 27.66100(N)    117 28 15.11800(W) AD(       ) 3
 SV1237
 SV1237.Superseded values are not recommended for survey control.
 SV1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1237.See file dsdata.txt to determine how the superseded data were derived.
 SV1237
 SV1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN6455476497(NAD 83)
 SV1237_MARKER: DS = TRIANGULATION STATION DISK
 SV1237_SETTING: 66 = SET IN ROCK OUTCROP
 SV1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1237+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2003
 SV1237
 SV1237  HISTORY     - Date     Condition        Report By
 SV1237  HISTORY     - 1957     MONUMENTED       CGS
 SV1237  HISTORY     - 1963     GOOD             CGS
 SV1237  HISTORY     - 1965     GOOD             CGS
 SV1237  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SV1237  HISTORY     - 20030324 GOOD             USPSQD
 SV1237
 SV1237                          STATION DESCRIPTION
 SV1237
 SV1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SV1237'THE STATION IS LOCATED ON THE SOUTH WEST EDGE OF SPOKANE, 50
 SV1237'YARDS NORTH OF U.S. HIGHWAYS 2, 10 AND 395 (SUNSET HIGHWAY),
 SV1237'100 YARDS NORTH OF THE CARAVAN INN HOTEL.  THIS POINT IS ABOUT
 SV1237'0.2 MILE NORTHEAST OF THE SUMMIT OF A LONG GRADE.
 SV1237'
 SV1237'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 SV1237'BEDROCK AND IS STAMPED, CAR 2 1957.  IT IS 16 FEET SOUTH OF A
 SV1237'WHITE WITNESS POST, 14 FEET NORTHWEST OF A ROCKY CLIFF, 75 FEET
 SV1237'EAST OF A LONE FIR TREE, AND 99.6 FEET SOUTHEAST OF THE SOUTHWEST
 SV1237'CORNER OF THE BOTTOM STEP AT THE FRONT OF A TWO STORY WHITE
 SV1237'STUCCO HOUSE.
 SV1237'
 SV1237'REFERENCE MARK 1, A STANDARD DISK STAMPED, CAR 2 NO 1 1957,
 SV1237'CEMENTED IN A DRILL HOLE IN BEDROCK, IS 9 FEET NORTHWEST OF THE
 SV1237'WHITE WITNESS POST AND IS APPROXIMATELY 2 FEET HIGHER IN ELEVATION
 SV1237'THAN THE STATION MARK.
 SV1237'
 SV1237'REFERENCE MARK 2, A STANDARD DISK STAMPED, CAR 2 NO 2 1957,
 SV1237'CEMENTED IN A DRILL HOLE IN BEDROCK, IS 4 FEET LOWER IN ELEVATION
 SV1237'THAN THE STATION MARK AND IS 32 FEET NORTHEAST OF THE LONE PINE
 SV1237'TREE.
 SV1237'
 SV1237'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 SV1237'WAS NOT SENT TO FIELD.
 SV1237
 SV1237                          STATION RECOVERY (1963)
 SV1237
 SV1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SV1237'A MOTEL (HOLIDAY INN) HAS BEEN BUILT ON THIS HILL SINCE THE
 SV1237'STATION WAS ESTABLISHED, AND THE STATION MARK IS NOW AT THE
 SV1237'SOUTHEASTERN CORNER OF THE PARKING LOT.  THE REFERENCE MARKS
 SV1237'WERE NOT FOUND AND EVIDENTLY WERE DESTROYED WHEN THE MOTEL WAS
 SV1237'BUILT, OR ARE UNDER THE BLACKTOP PARKING LOT.  THE STATION MARK
 SV1237'IS NOW 17-1/2 FEET EAST OF THE SOUTHEAST CORNER OF THE PARKING
 SV1237'LOT AND 14-1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 SV1237'CONCRETE BASE FOR THE LARGE HOLIDAY INN SIGN.
 SV1237'
 SV1237'THE STATION MARK WAS NOT DISTURBED DURING THE CONSTRUCTION.
 SV1237
 SV1237                          STATION RECOVERY (1965)
 SV1237
 SV1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1237'THE STATION MARK WAS RECOVERED.  THE REFERENCE MARKS WERE DESTROYED
 SV1237'WHEN THE HOLIDAY INN WAS BUILT.  TWO NEW REFERENCE MARKS WERE SET.
 SV1237'
 SV1237'THE STATION IS ABOUT 50 YARDS NORTH OF U.S. HIGHWAYS 10, 2, 395,
 SV1237'ON THE BEDROCK OUTCROP AT THE SOUTHEAST CORNER OF THE HOLIDAY
 SV1237'INN PARKING LOT ON THE WESTERN EDGE OF SPOKANE.
 SV1237'
 SV1237'THE STATION MARK IS A STANDARD DISK STAMPED CAR 2, 1957, AND IS
 SV1237'SET 17 FEET EAST OF THE SOUTHEAST CORNER OF THE PARKING LOT,
 SV1237'17.4 FEET SOUTH OF THE SOUTH LEG OF THE HOLIDAY INN SIGN AND 16
 SV1237'FEET NORTH OF THE SOUTH EDGE OF THE BLUFF.
 SV1237'
 SV1237'REFERENCE MARK NO. 3, STAMPED CAR 2 NO 3 1957, IS A STANDARD
 SV1237'DISK SET IN THE EAST END OF THE 6-INCH HIGH ASPHALT RAILING ALONG
 SV1237'THE SOUTH SIDE OF THE PARKING LOT AND 1 FOOT FROM THE EAST END
 SV1237'OF THE RAILING.
 SV1237'
 SV1237'REFERENCE MARK NO. 4, STAMPED CAR 2 NO 4 1957, IS A STANDARD DISK
 SV1237'SET IN THE CENTER OF THE EAST SIDE OF THE 12X16-FOOT CONCRETE BASE
 SV1237'OF THE HOLIDAY INN SIGN WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 SV1237
 SV1237                          STATION RECOVERY (1983)
 SV1237
 SV1237'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SV1237'STATION MARK STAMPED CAR 2 1957 GOOD CONDITION.
 SV1237'
 SV1237'REF. MARK NO. 3 STAMPED CAR 2 NO 3 1957 IS MISSING ( THE LAST 1 FOOT
 SV1237'TO 6 FEET OF ASPHALT FAILING WHERE MARK WAS ATTACHED IS ALSO MISSING
 SV1237'
 SV1237'REF. MARK NO. 4 STAMPED CAR 2 NO. 4 1957 IS IN GOOD CONDITION.
 SV1237
 SV1237                          STATION RECOVERY (2003)
 SV1237
 SV1237'RECOVERY NOTE BY US POWER SQUADRON 2003 (DKK)
 SV1237'MARKER AND RM 4 FOUND IN GOOD CONDITION.  MOTEL NEARBY NOW A DAYS INN.
 SV1237' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1053 ***********************************************************************
 SX1053  DESIGNATION -  CAR RM 1
 SX1053  PID         -  SX1053
 SX1053  STATE/COUNTY-  WA/KITTITAS
 SX1053  USGS QUAD   -  COLOCKUM PASS SE (1966)
 SX1053
 SX1053                         *CURRENT SURVEY CONTROL
 SX1053  ___________________________________________________________________
 SX1053* NAD 83(1986)-  47 00 10.     (N)    120 20 51.     (W)     SCALED    
 SX1053* NAVD 88     -       595.415  (meters)    1953.46   (feet)  ADJUSTED  
 SX1053  ___________________________________________________________________
 SX1053  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 SX1053  DYNAMIC HT  -         595.414 (meters)    1953.45  (feet)  COMP
 SX1053  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 SX1053
 SX1053  VERT ORDER  -  SECOND    CLASS 0
 SX1053
 SX1053.The horizontal coordinates were scaled from a topographic map and have
 SX1053.an estimated accuracy of +/- 6 seconds.
 SX1053
 SX1053.The orthometric height was determined by differential leveling
 SX1053.and adjusted by the National Geodetic Survey in June 1991..
 SX1053
 SX1053.The geoid height was determined by GEOID03.
 SX1053
 SX1053.The dynamic height is computed by dividing the NAVD 88
 SX1053.geopotential number by the normal gravity value computed on the
 SX1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1053.degrees latitude (g = 980.6199 gals.).
 SX1053
 SX1053.The modeled gravity was interpolated from observed gravity values.
 SX1053
 SX1053;                    North         East    Units  Estimated Accuracy
 SX1053;SPC WA S     -   185,570.      511,600.      MT  (+/- 180 meters Scaled)
 SX1053
 SX1053                          SUPERSEDED SURVEY CONTROL
 SX1053
 SX1053  NGVD 29 (??/??/92)  594.29   (m)         1949.8    (f) COMPUTED    2 0
 SX1053
 SX1053.Superseded values are not recommended for survey control.
 SX1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1053.See file dsdata.txt to determine how the superseded data were derived.
 SX1053
 SX1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT016088(NAD 83)
 SX1053_MARKER: DR = REFERENCE MARK DISK
 SX1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX1053_STAMPING: CAR NO 1 1957
 SX1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1053+STABILITY: SURFACE MOTION
 SX1053
 SX1053  HISTORY     - Date     Condition        Report By
 SX1053  HISTORY     - 1957     MONUMENTED       CGS
 SX1053
 SX1053                          STATION DESCRIPTION
 SX1053
 SX1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SX1053'9 MI E FROM ELLENSBURG.
 SX1053'FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN ELLENSBURG GO EAST ON
 SX1053'U.S. HIGHWAY 10 FOR 9.5 MILES TO A T ROAD LEADING NORTH, THENCE GO
 SX1053'NORTH 0.1 MILE ALONG A GRAVEL ROAD, 24 FEET EAST OF THE CENTERLINE OF
 SX1053'THE ROAD, 9 FEET SOUTHWEST OF THE SOUTH END OF A WIRE GATE, 5 FEET
 SX1053'WEST OF A FENCE, A 12 IN. SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 SX1053'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1054 ***********************************************************************
 SX1054  DESIGNATION -  CAR RM 2
 SX1054  PID         -  SX1054
 SX1054  STATE/COUNTY-  WA/KITTITAS
 SX1054  USGS QUAD   -  COLOCKUM PASS SE (1966)
 SX1054
 SX1054                         *CURRENT SURVEY CONTROL
 SX1054  ___________________________________________________________________
 SX1054* NAD 83(1986)-  47 00 10.     (N)    120 20 50.     (W)     SCALED    
 SX1054* NAVD 88     -       595.516  (meters)    1953.79   (feet)  ADJUSTED  
 SX1054  ___________________________________________________________________
 SX1054  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 SX1054  DYNAMIC HT  -         595.515 (meters)    1953.79  (feet)  COMP
 SX1054  MODELED GRAV-     980,592.1   (mgal)                       NAVD 88
 SX1054
 SX1054  VERT ORDER  -  SECOND    CLASS 0
 SX1054
 SX1054.The horizontal coordinates were scaled from a topographic map and have
 SX1054.an estimated accuracy of +/- 6 seconds.
 SX1054
 SX1054.The orthometric height was determined by differential leveling
 SX1054.and adjusted by the National Geodetic Survey in June 1991..
 SX1054
 SX1054.The geoid height was determined by GEOID03.
 SX1054
 SX1054.The dynamic height is computed by dividing the NAVD 88
 SX1054.geopotential number by the normal gravity value computed on the
 SX1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1054.degrees latitude (g = 980.6199 gals.).
 SX1054
 SX1054.The modeled gravity was interpolated from observed gravity values.
 SX1054
 SX1054;                    North         East    Units  Estimated Accuracy
 SX1054;SPC WA S     -   185,570.      511,620.      MT  (+/- 180 meters Scaled)
 SX1054
 SX1054                          SUPERSEDED SURVEY CONTROL
 SX1054
 SX1054  NGVD 29 (??/??/92)  594.39   (m)         1950.1    (f) COMPUTED    2 0
 SX1054
 SX1054.Superseded values are not recommended for survey control.
 SX1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1054.See file dsdata.txt to determine how the superseded data were derived.
 SX1054
 SX1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT016088(NAD 83)
 SX1054_MARKER: DR = REFERENCE MARK DISK
 SX1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX1054_STAMPING: CAR NO 2 1957
 SX1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1054+STABILITY: SURFACE MOTION
 SX1054
 SX1054  HISTORY     - Date     Condition        Report By
 SX1054  HISTORY     - 1957     MONUMENTED       CGS
 SX1054
 SX1054                          STATION DESCRIPTION
 SX1054
 SX1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SX1054'9 MI E FROM ELLENSBURG.
 SX1054'FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN ELLENSBURG GO EAST ON
 SX1054'U.S. HIGHWAY 10 FOR 9.5 MILES TO A T ROAD LEADING NORTH, THENCE GO
 SX1054'NORTH ALONG A GRAVEL ROAD 0.1 MILE, 28 FEET WEST OF THE CENTERLINE OF
 SX1054'THE ROAD, 11 FEET NORTHEAST OF THE NORTH END OF A WIRE GATE, 1 FOOT
 SX1054'EAST OF A NORTH-SOUTH FENCE, A 12 IN. SQUARE CONCRETE MONUMENT
 SX1054'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4822 ***********************************************************************
 SY4822  DESIGNATION -  CARAY
 SY4822  PID         -  SY4822
 SY4822  STATE/COUNTY-  WA/KITSAP
 SY4822  USGS QUAD   -  
 SY4822
 SY4822                         *CURRENT SURVEY CONTROL
 SY4822  ___________________________________________________________________
 SY4822* NAD 83(1991)-  47 42 43.83540(N)    122 22 46.80501(W)     ADJUSTED  
 SY4822* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 SY4822  ___________________________________________________________________
 SY4822  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 SY4822  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY4822
 SY4822  HORZ ORDER  -  THIRD
 SY4822
 SY4822.The horizontal coordinates were established by classical geodetic methods
 SY4822.and adjusted by the National Geodetic Survey in December 1991..
 SY4822
 SY4822.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4822
 SY4822.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4822
 SY4822.The geoid height was determined by GEOID03.
 SY4822
 SY4822;                    North         East     Units Scale Factor Converg.
 SY4822;SPC WA N     -    80,346.791   383,975.440   MT  0.99996718   -1 09 04.6
 SY4822;SPC WA N     -   263,604.43  1,259,759.42   sFT  0.99996718   -1 09 04.6
 SY4822;UTM  10      - 5,284,496.989   546,530.691   MT  0.99962661   +0 27 32.1
 SY4822
 SY4822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4822!SPC WA N     -   1.00000319  x   0.99996718  =   0.99997036
 SY4822!UTM  10      -   1.00000319  x   0.99962661  =   0.99962979
 SY4822
 SY4822|---------------------------------------------------------------------|
 SY4822| PID    Reference Object                     Distance      Geod. Az  |
 SY4822|                                                           dddmmss.s |
 SY4822| SY4823 PARK HUB TEMP                        12.974 METERS 28235     |
 SY4822| SY4731 JEFFERSON                           APPROX. 8.1 KM 2994538.2 |
 SY4822|---------------------------------------------------------------------|
 SY4822
 SY4822                          SUPERSEDED SURVEY CONTROL
 SY4822
 SY4822  NAD 83(1986)-  47 42 43.82979(N)    122 22 46.80897(W) AD(       ) 3
 SY4822  NAD 27      -  47 42 44.47612(N)    122 22 42.34649(W) AD(       ) 3
 SY4822  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 SY4822
 SY4822.Superseded values are not recommended for survey control.
 SY4822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4822.See file dsdata.txt to determine how the superseded data were derived.
 SY4822
 SY4822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4653184497(NAD 83)
 SY4822_MARKER: DD = SURVEY DISK
 SY4822_SETTING: 0 = UNSPECIFIED SETTING
 SY4822_SP_SET: METAL PIPE IMBEDDED IN GROUND
 SY4822_PROJECTION: FLUSH
 SY4822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY4822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4822
 SY4822  HISTORY     - Date     Condition        Report By
 SY4822  HISTORY     - 1978     MONUMENTED       NOS
 SY4822  HISTORY     - 19800310 GOOD             NOS
 SY4822  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY4822
 SY4822                          STATION DESCRIPTION
 SY4822
 SY4822'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY4822'THE STATION IS LOCATED IN THE CITY OF SEATTLE, ALONG THE
 SY4822'EAST SHORE OF PUGET SOUND, ALONG THE WEST SIDE OF CARKEEK
 SY4822'PARK AND ALONG THE STORM HIGH WATERLINE.
 SY4822'
 SY4822'THE STATION IS A NATIONAL OCEAN SURVEY DISK,
 SY4822'STAMPED---CARAY 1978---.  IT IS BRAZED TO A LENGTH OF 2-INCH
 SY4822'GALVANIZED IRON PIPE PROJECTING 2-INCHES ABOVE THE SURFACE
 SY4822'OF THE GROUND, 122 FEET SOUTH OF THE BOTTOM STEP OF A
 SY4822'PEDESTRIAN OVERCROSSING OVER THE RAILROAD TRACKS, 80.8 FEET
 SY4822'NORTH OF THE CENTER OF THE NORTH ONE OF FOUR ROUND CONCRETE
 SY4822'CULVERTS UNDER THE RAILROAD TRACKS, 36.7 FEET WEST OF THE
 SY4822'WESTERNMOST RAIL OF THE BURLINGTON NORTHERN RAILROAD
 SY4822'AND IN THE DRIFTWOOD AND GRASS.
 SY4822'
 SY4822'NO OTHER MARKS WERE SET.
 SY4822'
 SY4822'HEIGHT OF THE TARGET WAS 1.58 METERS.
 SY4822
 SY4822                          STATION RECOVERY (1980)
 SY4822
 SY4822'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (NCA)
 SY4822'RECOVERED IN GOOD CONDITION.
 SY4822
 SY4822                          STATION RECOVERY (2001)
 SY4822
 SY4822'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3836 ***********************************************************************
 SY3836  DESIGNATION -  CARILLON CHIMES
 SY3836  PID         -  SY3836
 SY3836  STATE/COUNTY-  WA/KING
 SY3836  USGS QUAD   -  
 SY3836
 SY3836                         *CURRENT SURVEY CONTROL
 SY3836  ___________________________________________________________________
 SY3836* NAD 83(1991)-  47 39 38.93082(N)    122 18 32.29759(W)     ADJUSTED  
 SY3836* NAVD 88     -                                                        
 SY3836  ___________________________________________________________________
 SY3836  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 SY3836  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY3836
 SY3836  HORZ ORDER  -  THIRD
 SY3836
 SY3836.The horizontal coordinates were established by classical geodetic methods
 SY3836.and adjusted by the National Geodetic Survey in December 1991..
 SY3836
 SY3836
 SY3836.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3836
 SY3836.The geoid height was determined by GEOID03.
 SY3836
 SY3836;                    North         East     Units Scale Factor Converg.
 SY3836;SPC WA N     -    74,533.173   389,169.781   MT  0.99997389   -1 05 55.1
 SY3836;SPC WA N     -   244,530.92  1,276,801.19   sFT  0.99997389   -1 05 55.1
 SY3836;UTM  10      - 5,278,833.520   551,884.479   MT  0.99963308   +0 30 38.9
 SY3836
 SY3836                          SUPERSEDED SURVEY CONTROL
 SY3836
 SY3836  NAD 83(1986)-  47 39 38.92433(N)    122 18 32.30237(W) AD(       ) 4
 SY3836  NAD 27      -  47 39 39.57000(N)    122 18 27.85100(W) AD(       ) 3
 SY3836
 SY3836.Superseded values are not recommended for survey control.
 SY3836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3836.See file dsdata.txt to determine how the superseded data were derived.
 SY3836
 SY3836_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5188478834(NAD 83)
 SY3836
 SY3836  HISTORY     - Date     Condition        Report By
 SY3836  HISTORY     - 1914     MONUMENTED       CGS
 SY3836  HISTORY     - 1934     SEE DESCRIPTION  WAGS
 SY3836  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY3836  HISTORY     - 20010520 MARK NOT FOUND   USPSQD
 SY3836
 SY3836                          STATION DESCRIPTION
 SY3836
 SY3836'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (GTR)
 SY3836'STATION IS THE CENTER OF THE CUPOLA OVER THE CHIMES TOWER AT THE
 SY3836'UNIVERSITY OF WASHINGTON CAMPUS.
 SY3836
 SY3836                          STATION RECOVERY (1934)
 SY3836
 SY3836'RECOVERY NOTE BY WASHINGTON GEODETIC SURVEY 1934
 SY3836'THIS IS AN UNOCCUPIED AND UNMARKED STATION.  IT IS THE BASE OF THE
 SY3836'SPIRE ON THE TOWER HOUSING THE UNIVERSITY OF WASHINGTON CHIMES,
 SY3836'LOCATED ON THE N SIDE OF THE UNIVERSITY CAMPUS.  THE POINT WAS
 SY3836'LOCATED BY INTERSECTIONS BY G.T. RUDE IN 1914 UNDER THE NAME OF
 SY3836'CHIMES.
 SY3836
 SY3836                          STATION RECOVERY (1952)
 SY3836
 SY3836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SBG)
 SY3836'THE UNIVERSITY OF WASHINGTON CHIMES TOWER WAS DESTROYED BY FIRE ON 24
 SY3836'MAY 1949.
 SY3836
 SY3836                          STATION RECOVERY (2001)
 SY3836
 SY3836'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY3836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4727 ***********************************************************************
 SY4727  DESIGNATION -  CARKEEK PARK PEDESTRN OVERPASS
 SY4727  PID         -  SY4727
 SY4727  STATE/COUNTY-  WA/KING
 SY4727  USGS QUAD   -  
 SY4727
 SY4727                         *CURRENT SURVEY CONTROL
 SY4727  ___________________________________________________________________
 SY4727* NAD 83(1991)-  47 42 45.43994(N)    122 22 45.42706(W)     ADJUSTED  
 SY4727* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SY4727  ___________________________________________________________________
 SY4727  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 SY4727  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY4727
 SY4727  HORZ ORDER  -  THIRD
 SY4727
 SY4727.The horizontal coordinates were established by classical geodetic methods
 SY4727.and adjusted by the National Geodetic Survey in December 1991..
 SY4727
 SY4727.The orthometric height was scaled from a topographic map.
 SY4727
 SY4727.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4727
 SY4727.The geoid height was determined by GEOID03.
 SY4727
 SY4727;                    North         East     Units Scale Factor Converg.
 SY4727;SPC WA N     -    80,395.758   384,005.151   MT  0.99996713   -1 09 03.6
 SY4727;SPC WA N     -   263,765.08  1,259,856.90   sFT  0.99996713   -1 09 03.6
 SY4727;UTM  10      - 5,284,546.754   546,559.005   MT  0.99962664   +0 27 33.1
 SY4727
 SY4727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4727!SPC WA N     -   1.00000290  x   0.99996713  =   0.99997003
 SY4727!UTM  10      -   1.00000290  x   0.99962664  =   0.99962954
 SY4727
 SY4727                          SUPERSEDED SURVEY CONTROL
 SY4727
 SY4727  NAD 83(1986)-  47 42 45.43432(N)    122 22 45.43102(W) AD(       ) 4
 SY4727  NAD 27      -  47 42 46.08100(N)    122 22 40.96900(W) AD(       ) 3
 SY4727
 SY4727.Superseded values are not recommended for survey control.
 SY4727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4727.See file dsdata.txt to determine how the superseded data were derived.
 SY4727
 SY4727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4655984547(NAD 83)
 SY4727
 SY4727  HISTORY     - Date     Condition        Report By
 SY4727  HISTORY     - 1965     MONUMENTED       CGS
 SY4727  HISTORY     - 1984     GOOD             USPSQD
 SY4727  HISTORY     - 20010421 GOOD             USPSQD
 SY4727
 SY4727                          STATION DESCRIPTION
 SY4727
 SY4727'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY4727'THE STATION IS THE CENTER OF THE PAIR OF LEGS AT THE NORTHWEST CORNER
 SY4727'OF THE PEDESTRIAN OVERPASS OVER THE RAILROAD AT CARKEEK PARK.  THE
 SY4727'OVERPASS RUNS WEST FROM A HIGH BANK, OUT OVER THE RAILROAD TRACKS,
 SY4727'TURNS SOUTH AND STEPS DESCEND TO THE BEACH.  THE LEGS LOCATED ARE
 SY4727'THE FIRST LEGS EAST OF THE TURN.  THE PORTION OF THE OVERPASS OVER
 SY4727'THE RAILROAD IS COVERED WITH HEAVY WIRE SCREEN.  THIS POINT
 SY4727'LOCATED AS A LANDMARK FOR CHARTS ONLY.
 SY4727
 SY4727                          STATION RECOVERY (1984)
 SY4727
 SY4727'RECOVERY NOTE BY US POWER SQUADRON 1984 (WSP)
 SY4727'STATION FOUND GOOD.
 SY4727'
 SY4727'NO MARKS OVERPASS AS DESCRIBED IN 1977 RECOVERY REPORT.
 SY4727'
 SY4727'ORIGINAL PARK STATION WAS NOT LOCATED AS TELEGRAPH POLES AND SEMAPHOR
 SY4727'SIGNAL HAVE BEEN REMOVED AND SITE APPEARS TO HAVE BEEN BURIED IN
 SY4727'LEVELING PARK GROUNDS.
 SY4727
 SY4727                          STATION RECOVERY (2001)
 SY4727
 SY4727'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0834 ***********************************************************************
 TR0834  DESIGNATION -  CARLSBORG
 TR0834  PID         -  TR0834
 TR0834  STATE/COUNTY-  WA/CLALLAM
 TR0834  USGS QUAD   -  CARLSBORG (1985)
 TR0834
 TR0834                         *CURRENT SURVEY CONTROL
 TR0834  ___________________________________________________________________
 TR0834* NAD 83(1991)-  48 05 35.75945(N)    123 10 20.26586(W)     ADJUSTED  
 TR0834* NAVD 88     -        52.128  (meters)     171.02   (feet)  ADJUSTED  
 TR0834  ___________________________________________________________________
 TR0834  LAPLACE CORR-          -7.89  (seconds)                    DEFLEC99
 TR0834  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 TR0834  DYNAMIC HT  -          52.140 (meters)     171.06  (feet)  COMP
 TR0834  MODELED GRAV-     980,843.3   (mgal)                       NAVD 88
 TR0834
 TR0834  HORZ ORDER  -  SECOND
 TR0834  VERT ORDER  -  FIRST     CLASS I
 TR0834
 TR0834.The horizontal coordinates were established by classical geodetic methods
 TR0834.and adjusted by the National Geodetic Survey in December 1991..
 TR0834
 TR0834.The orthometric height was determined by differential leveling
 TR0834.and adjusted by the National Geodetic Survey in June 1991..
 TR0834
 TR0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0834
 TR0834.The geoid height was determined by GEOID03.
 TR0834
 TR0834.The dynamic height is computed by dividing the NAVD 88
 TR0834.geopotential number by the normal gravity value computed on the
 TR0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0834.degrees latitude (g = 980.6199 gals.).
 TR0834
 TR0834.The modeled gravity was interpolated from observed gravity values.
 TR0834
 TR0834;                    North         East     Units Scale Factor Converg.
 TR0834;SPC WA N     -   124,199.174   325,805.784   MT  0.99994235   -1 44 29.1
 TR0834;SPC WA N     -   407,476.79  1,068,914.48   sFT  0.99994235   -1 44 29.1
 TR0834;UTM  10      - 5,326,680.851   487,170.673   MT  0.99960202   -0 07 41.6
 TR0834
 TR0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0834!SPC WA N     -   0.99999509  x   0.99994235  =   0.99993744
 TR0834!UTM  10      -   0.99999509  x   0.99960202  =   0.99959711
 TR0834
 TR0834:                Primary Azimuth Mark                     Grid Az
 TR0834:SPC WA N     -  CARLSBORG AZ MK                          105 06 07.4
 TR0834:UTM  10      -  CARLSBORG AZ MK                          103 29 19.9
 TR0834
 TR0834|---------------------------------------------------------------------|
 TR0834| PID    Reference Object                     Distance      Geod. Az  |
 TR0834|                                                           dddmmss.s |
 TR0834| TR0831 CARLSBORG AZ MK                                    1032138.3 |
 TR0834| TR0833 CARLSBORG RM 1                       15.964 METERS 21022     |
 TR0834| TR0832 R 14                                  7.965 METERS 33138     |
 TR0834|---------------------------------------------------------------------|
 TR0834
 TR0834                          SUPERSEDED SURVEY CONTROL
 TR0834
 TR0834  NAD 83(1986)-  48 05 35.75824(N)    123 10 20.27340(W) AD(       ) 2
 TR0834  NAD 27      -  48 05 36.42260(N)    123 10 15.62670(W) AD(       ) 2
 TR0834  NGVD 29 (??/??/??)   50.989  (m)          167.29   (f) ADJUSTED    1 1
 TR0834
 TR0834.Superseded values are not recommended for survey control.
 TR0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0834.See file dsdata.txt to determine how the superseded data were derived.
 TR0834
 TR0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8717126681(NAD 83)
 TR0834_MARKER: DS = TRIANGULATION STATION DISK
 TR0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0834_STAMPING: CARLSBORG 1955
 TR0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0834+STABILITY: SURFACE MOTION
 TR0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0834+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2006
 TR0834
 TR0834  HISTORY     - Date     Condition        Report By
 TR0834  HISTORY     - 1955     MONUMENTED       CGS
 TR0834  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR0834  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TR0834  HISTORY     - 1974     GOOD             NGS
 TR0834  HISTORY     - 20060226 GOOD             USPSQD
 TR0834
 TR0834                          STATION DESCRIPTION
 TR0834
 TR0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 TR0834'THE STATION IS LOCATED ABOUT 12 MILES, AIRLINE, EAST OF PORT
 TR0834'ANGELES AND ABOUT 3-1/2 MILES, AIRLINE, WEST-NORTHWEST OF SEQUIM.
 TR0834'IT IS IN THE YARD OF THE RAILROAD DEPOT OF THE SMALL VILLAGE OF
 TR0834'CARLSBORG.
 TR0834'
 TR0834'TO REACH FROM THE POST OFFICE IN SEQUIM, GO WEST ON U.S. HIGHWAY
 TR0834'101 FOR 3.3 MILES TO A MACADAM SIDE ROAD RIGHT (CARLSBORG ROAD).
 TR0834'TURN RIGHT (NNW) AND GO 0.95 MILE TO A TRACK ROAD RIGHT NEAR THE
 TR0834'SOUTH SIDE OF THE RAILROAD DEPOT.  TURN RIGHT (E) AND GO 0.05 MILE TO
 TR0834'THE STATION ON THE LEFT.
 TR0834'
 TR0834'THE STATION MARK, STAMPED CARLSBORG 1955, IS A STANDARD BRONZE DISK
 TR0834'SET IN A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE SURFACE OF THE
 TR0834'GROUND.  THE MARK IS 39.8 FEET SOUTH OF THE SOUTH RAIL OF THE
 TR0834'RAILROAD TRACKS AND 26.6 FEET EAST OF THE SOUTHEAST CORNER OF THE
 TR0834'RAILROAD DEPOT.
 TR0834'
 TR0834'REFERENCE MARK 1, STAMPED CARLSBORG NO 1 1955, IS A STANDARD BRONZE
 TR0834'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 2
 TR0834'FEET NORTH OF A BOARD FENCE.
 TR0834'
 TR0834'B.M. R-14, STAMPED R-14 1931, IS A STANDARD U.S.C. AND G.S. BRONZE
 TR0834'BENCH MARK DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 TR0834'INCHES.  IT IS 21 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 TR0834'TRACKS AND 8 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 TR0834'RAILROAD DEPOT.
 TR0834'
 TR0834'THE AZIMUTH MARK, STAMPED CARLSBORG 1955, IS A STANDARD BRONZE DISK
 TR0834'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 TR0834'GROUND.  IT IS 12 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 TR0834'TRACKS AND 18 INCHES SOUTHWEST OF MILE POST 35.  TO REACH THE
 TR0834'AZIMUTH MARK FROM THE STATION, WALK EAST ALONG THE TRACKS FOR 0.2
 TR0834'MILE TO MARK ON LEFT.
 TR0834'
 TR0834'HEIGHT OF LIGHT ABOVE STATION MARK 2.50 METERS.
 TR0834
 TR0834                          STATION RECOVERY (1962)
 TR0834
 TR0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TR0834'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 TR0834'THE 1955 DESCRIPTION IS ADEQUATE.
 TR0834
 TR0834                          STATION RECOVERY (1974)
 TR0834
 TR0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 TR0834'STATION, REFERENCE MARK 1 AND CARLSBORG AZI WERE RECOVERED IN GOOD
 TR0834'CONDITION.
 TR0834'
 TR0834'B.M. R 14 WAS USED AS REFERENCE MARK 2.
 TR0834'
 TR0834'REVISED DESCRIPTION--CARLSBORG
 TR0834'
 TR0834'THE RAILROAD STATION HAS BEEN REMOVED - THE MONUMENTS ARE NOW IN AN
 TR0834'OPEN FIELD.
 TR0834'
 TR0834'THE STATION IS LOCATED ABOUT 12 MILES, AIRLINE, EAST OF PORT
 TR0834'ANGELES AND ABOUT 3-1/2 MILES, AIRLINE, WEST-NORTHWEST OF SEQUIM.
 TR0834'IT IS IN AN OPEN FIELD, SOUTH OF THE RAILROAD AND EAST OF THE
 TR0834'ROAD.  (CARLSBORG ROAD).
 TR0834'
 TR0834'TO REACH THE STATION FROM THE INTERSECTION OF HWY. 101 AND
 TR0834'SEQUIM-DUNGENESS ROAD (EAST TRAFFIC LIGHT IN SEQUIM), GO WEST ON
 TR0834'HWY. 101 3.3 MILES TO A CROSS INTERSECTION.  (CARLSBORG RD, RIGHT,
 TR0834'NORTH.  LOST MOUNTAIN RD, LEFT, SOUTH.  GROCERY-SERVICE STATION IN
 TR0834'THE NORTHEAST CORNER).  TURN RIGHT, NORTH, ON CARLSBORG ROAD AND
 TR0834'PROCEED 1 MILE TO THE RAILROAD TRACK.  STATION IS EAST OF THE ROAD,
 TR0834'SOUTH OF THE TRACK.
 TR0834'
 TR0834'THE STATION MARK, STAMPED CARLSBORG 1955, IS A STANDARD BRONZE DISK
 TR0834'SET IN A SQUARE CONCRETE POST WHICH IS LEVEL WITH THE GROUND.  THE
 TR0834'MARK IS 36-1/2 FEET WEST AND 40 FEET SOUTH OF THE SWITCHSTAND FOR THE
 TR0834'WEST SWITCH AT THE CARLSBORG SIDING ON THE RAILROAD.
 TR0834'
 TR0834'R.M. 1 STAMPED CARLSBORG NO 1 1955 IS A STANDARD BRONZE DISK SET IN
 TR0834'A CONCRETE POST THAT PROJECTS 2 INCHES.  FENCE HAS BEEN REMOVED,
 TR0834'NO REFERENCES MADE.
 TR0834'
 TR0834'B.M. R-14, STAMPED R-14 1955, IS A STANDARD U.S.G.S. BRONZE BENCH
 TR0834'MARK DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 TR0834'IS 57 FEET WEST OF THE SWITCHSTAND AND 21 FEET SOUTH OF THE SOUTH
 TR0834'RAIL OF THE RAILROAD.
 TR0834'
 TR0834'THE AZIMUTH MARK, STAMPED CARLSBORG 1955, IS A STANDARD BRONZE DISK
 TR0834'SET IN A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 12 FEET NORTH
 TR0834'OF THE NORTH RAIL OF THE RAILROAD AND 1.5 FEET WEST OF RAILROAD
 TR0834'MILEPOST 35.  TO REACH THE MARK, WALK EAST ON THE TRACK .2 MILE TO
 TR0834'THE MILEPOST SIGN AND THE STATION ON THE LEFT, NORTH.
 TR0834'
 TR0834'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 12 MILES EAST OF
 TR0834'PORT ANGELES AND ABOUT 3.5 MILES WEST-NORTHWEST OF SEQUIM.
 TR0834
 TR0834                          STATION RECOVERY (1974)
 TR0834
 TR0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TR0834'4.35 MI W FROM SEQUIM.
 TR0834'3.4 MILES WEST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF SEQUIM
 TR0834'AVENUE AT SEQUIM, THENCE 0.95 MILE NORTH ALONG CARLSBORG ROAD, AT THE
 TR0834'CROSSING OF THE CHICAGO MILWAUKEE ST. PAUL AND PACIFIC RAILROAD, 147
 TR0834'FEET EAST OF THE CENTER LINE OF THE ROAD, 39.8 FEET SOUTH OF THE SOUTH
 TR0834'RAIL, 19 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 50 FEET
 TR0834'SOUTHWEST OF THE CENTER OF A SWITCHSTAND, 52.36 FEET NORTH-NORTHEAST
 TR0834'OF CARLSBORG R.M. 1, 26.11 FEET SOUTHEAST OF BENCH MARK R 14, 128 FEET
 TR0834'EAST OF POWER LINE POLE 6, 1.6 FEET NORTH OF A WITNESS POST, ABOUT
 TR0834'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 TR0834'THE GROUND.  SECTION 15, T 30N, R 4W.
 TR0834
 TR0834                          STATION RECOVERY (2006)
 TR0834
 TR0834'RECOVERY NOTE BY US POWER SQUADRON 2006 (MDC)
 TR0834'RAILROAD IS NO LONGER IN EXISTANCE. THE OLYMPIC DISCOVERY TRAIL
 TR0834'FOLLOWS THE OLD RAILROAD GRADE. THE MARK IS 31.5 FT SOUTH OF THE
 TR0834'CENTER OF THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0831 ***********************************************************************
 TR0831  DESIGNATION -  CARLSBORG AZ MK
 TR0831  PID         -  TR0831
 TR0831  STATE/COUNTY-  WA/CLALLAM
 TR0831  USGS QUAD   -  CARLSBORG (1985)
 TR0831
 TR0831                         *CURRENT SURVEY CONTROL
 TR0831  ___________________________________________________________________
 TR0831* NAD 83(1986)-  48 05 33.     (N)    123 10 08.     (W)     SCALED    
 TR0831* NAVD 88     -        53.583  (meters)     175.80   (feet)  ADJUSTED  
 TR0831  ___________________________________________________________________
 TR0831  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 TR0831  DYNAMIC HT  -          53.595 (meters)     175.84  (feet)  COMP
 TR0831  MODELED GRAV-     980,843.8   (mgal)                       NAVD 88
 TR0831
 TR0831  VERT ORDER  -  FIRST     CLASS I
 TR0831
 TR0831.The horizontal coordinates were scaled from a topographic map and have
 TR0831.an estimated accuracy of +/- 6 seconds.
 TR0831
 TR0831.The orthometric height was determined by differential leveling
 TR0831.and adjusted by the National Geodetic Survey in June 1991..
 TR0831
 TR0831.The geoid height was determined by GEOID03.
 TR0831
 TR0831.The dynamic height is computed by dividing the NAVD 88
 TR0831.geopotential number by the normal gravity value computed on the
 TR0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0831.degrees latitude (g = 980.6199 gals.).
 TR0831
 TR0831.The modeled gravity was interpolated from observed gravity values.
 TR0831
 TR0831;                    North         East    Units  Estimated Accuracy
 TR0831;SPC WA N     -   124,110.      326,060.      MT  (+/- 180 meters Scaled)
 TR0831
 TR0831                          SUPERSEDED SURVEY CONTROL
 TR0831
 TR0831  NGVD 29 (??/??/??)   52.445  (m)          172.06   (f) ADJUSTED    1 1
 TR0831
 TR0831.Superseded values are not recommended for survey control.
 TR0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0831.See file dsdata.txt to determine how the superseded data were derived.
 TR0831
 TR0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU874265(NAD 83)
 TR0831_MARKER: DZ = AZIMUTH MARK DISK
 TR0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0831_STAMPING: CARLSBORG 1955
 TR0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0831+STABILITY: SURFACE MOTION
 TR0831
 TR0831  HISTORY     - Date     Condition        Report By
 TR0831  HISTORY     - 1955     MONUMENTED       CGS
 TR0831  HISTORY     - 1974     GOOD             NGS
 TR0831  HISTORY     - 20060226 MARK NOT FOUND   USPSQD
 TR0831
 TR0831                          STATION DESCRIPTION
 TR0831
 TR0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0831'4.5 MI W FROM SEQUIM.
 TR0831'3.4 MILES WEST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF SEQUIM
 TR0831'AVENUE AT SEQUIM, THENCE 0.95 MILE NORTH ALONG CARLSBORG ROAD, THENCE
 TR0831'0.15 MILE EAST ALONG THE CHICAGO MILWAUKEE ST. PAUL AND PACIFIC
 TR0831'RAILROAD, AT THE EAST END OF A SIDE TRACK, 12.6 FEET NORTH OF THE
 TR0831'NORTH RAIL OF THE MAIN TRACK, 99.5 FEET WEST-NORTHWEST OF AND ACROSS
 TR0831'THE TRACK FROM THE CENTER OF A SWITCH STAND, 1.4 FEET SOUTHWEST OF
 TR0831'RAILROAD MILEPOST 35, ABOUT 1 FOOT HIGHER THAN THE TRACK, AND SET IN
 TR0831'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 15, T 30N,
 TR0831'R 4W.
 TR0831
 TR0831                          STATION RECOVERY (2006)
 TR0831
 TR0831'RECOVERY NOTE BY US POWER SQUADRON 2006 (MDC)
 TR0831'MARK NOT FOUND. EXTENSIVE ROAD BUILDING AND CONSTRUCTION IN AREA.
 TR0831'RAILROAD IS NO LONGER THERE. SUSPECT MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0833 ***********************************************************************
 TR0833  DESIGNATION -  CARLSBORG RM 1
 TR0833  PID         -  TR0833
 TR0833  STATE/COUNTY-  WA/CLALLAM
 TR0833  USGS QUAD   -  CARLSBORG (1985)
 TR0833
 TR0833                         *CURRENT SURVEY CONTROL
 TR0833  ___________________________________________________________________
 TR0833* NAD 83(1986)-  48 05 35.     (N)    123 10 22.     (W)     SCALED    
 TR0833* NAVD 88     -        52.354  (meters)     171.76   (feet)  ADJUSTED  
 TR0833  ___________________________________________________________________
 TR0833  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 TR0833  DYNAMIC HT  -          52.366 (meters)     171.80  (feet)  COMP
 TR0833  MODELED GRAV-     980,843.7   (mgal)                       NAVD 88
 TR0833
 TR0833  VERT ORDER  -  FIRST     CLASS I
 TR0833
 TR0833.The horizontal coordinates were scaled from a topographic map and have
 TR0833.an estimated accuracy of +/- 6 seconds.
 TR0833
 TR0833.The orthometric height was determined by differential leveling
 TR0833.and adjusted by the National Geodetic Survey in June 1991..
 TR0833
 TR0833.The geoid height was determined by GEOID03.
 TR0833
 TR0833.The dynamic height is computed by dividing the NAVD 88
 TR0833.geopotential number by the normal gravity value computed on the
 TR0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0833.degrees latitude (g = 980.6199 gals.).
 TR0833
 TR0833.The modeled gravity was interpolated from observed gravity values.
 TR0833
 TR0833;                    North         East    Units  Estimated Accuracy
 TR0833;SPC WA N     -   124,180.      325,770.      MT  (+/- 180 meters Scaled)
 TR0833
 TR0833                          SUPERSEDED SURVEY CONTROL
 TR0833
 TR0833  NGVD 29 (??/??/??)   51.215  (m)          168.03   (f) ADJUSTED    1 1
 TR0833
 TR0833.Superseded values are not recommended for survey control.
 TR0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0833.See file dsdata.txt to determine how the superseded data were derived.
 TR0833
 TR0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU871266(NAD 83)
 TR0833_MARKER: DR = REFERENCE MARK DISK
 TR0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0833_STAMPING: CARLSBORG NO 1 1955
 TR0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0833+STABILITY: SURFACE MOTION
 TR0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0833+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2006
 TR0833
 TR0833  HISTORY     - Date     Condition        Report By
 TR0833  HISTORY     - 1955     MONUMENTED       CGS
 TR0833  HISTORY     - 1974     GOOD             NGS
 TR0833  HISTORY     - 20060226 GOOD             USPSQD
 TR0833
 TR0833                          STATION DESCRIPTION
 TR0833
 TR0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0833'4.35 MI W FROM SEQUIM.
 TR0833'3.4 MILES WEST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF SEQUIM
 TR0833'AVENUE AT SEQUIM, THENCE 0.95 MILE NORTH ALONG CARLSBORG ROAD, AT THE
 TR0833'CROSSING OF THE CHICAGO MILWAUKEE ST. PAUL AND PACIFIC RAILROAD, 120
 TR0833'1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 91.3 FEET SOUTH OF THE
 TR0833'SOUTH RAIL, 127 1/2 FEET SOUTHEAST OF POWER LINE POLE 6, 52.36 FEET
 TR0833'SOUTH-SOUTHWEST OF TRIANGULATION STATION CARLSBORG, 98.5 FEET
 TR0833'SOUTHWEST OF THE CENTER OF A SWITCH STAND, 69.8 FEET SOUTH OF BENCH
 TR0833'MARK R 14, 30 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 51.2 FEET
 TR0833'SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 TR0833'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 15, T
 TR0833'30N, R 4W.
 TR0833
 TR0833                          STATION RECOVERY (2006)
 TR0833
 TR0833'RECOVERY NOTE BY US POWER SQUADRON 2006 (MDC)
 TR0833'RAILROAD IS NO LONGER IN EXISTANCE. OLYMPIC DISCOVERY TRAIL FOLLOWS
 TR0833'OLD RAILROAD GRADE. MARK IS 77.5 FT SOUTH OF CENTER OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2331 ***********************************************************************
 SY2331  DESIGNATION -  CARLSON
 SY2331  PID         -  SY2331
 SY2331  STATE/COUNTY-  WA/PIERCE
 SY2331  USGS QUAD   -  TACOMA SOUTH (1994)
 SY2331
 SY2331                         *CURRENT SURVEY CONTROL
 SY2331  ___________________________________________________________________
 SY2331* NAD 83(1991)-  47 12 34.30294(N)    122 22 54.59257(W)     ADJUSTED  
 SY2331* NAVD 88     -       107.     (meters)     351.     (feet)  VERTCON   
 SY2331  ___________________________________________________________________
 SY2331  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 SY2331  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 SY2331
 SY2331  HORZ ORDER  -  SECOND
 SY2331
 SY2331.The horizontal coordinates were established by classical geodetic methods
 SY2331.and adjusted by the National Geodetic Survey in December 1991..
 SY2331
 SY2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2331
 SY2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2331
 SY2331.The geoid height was determined by GEOID03.
 SY2331
 SY2331;                    North         East     Units Scale Factor Converg.
 SY2331;SPC WA S     -   210,246.561   357,453.159   MT  0.99997403   -1 22 01.0
 SY2331;SPC WA S     -   689,783.93  1,172,744.24   sFT  0.99997403   -1 22 01.0
 SY2331;SPC WA N     -    24,476.464   382,688.729   MT  1.00006683   -1 09 10.4
 SY2331;SPC WA N     -    80,303.20  1,255,537.94   sFT  1.00006683   -1 09 10.4
 SY2331;UTM  10      - 5,228,634.013   546,812.522   MT  0.99962693   +0 27 13.1
 SY2331
 SY2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2331!SPC WA S     -   0.99998675  x   0.99997403  =   0.99996078
 SY2331!SPC WA N     -   0.99998675  x   1.00006683  =   1.00005358
 SY2331!UTM  10      -   0.99998675  x   0.99962693  =   0.99961369
 SY2331
 SY2331|---------------------------------------------------------------------|
 SY2331| PID    Reference Object                     Distance      Geod. Az  |
 SY2331|                                                           dddmmss.s |
 SY2331| CE3436 CARLSON RM 1                         32.339 METERS 00420     |
 SY2331| SY5635 MADRONA                             APPROX. 6.4 KM 0224700.4 |
 SY2331| SY2502 MILTON AIR BEACON                   APPROX. 7.4 KM 0493009.7 |
 SY2331| SY2507 MILTON WATER TANK                   APPROX. 7.3 KM 0495804.3 |
 SY2331| CS5081 CARLSON RM 2 NE                      59.942 METERS 05327     |
 SY2331| CE3435 CARLSON RM                           32.156 METERS 34758     |
 SY2331| SY2660 STANDPIPE                           APPROX. 8.5 KM 3591232.7 |
 SY2331|---------------------------------------------------------------------|
 SY2331
 SY2331                          SUPERSEDED SURVEY CONTROL
 SY2331
 SY2331  NAD 83(1986)-  47 12 34.29704(N)    122 22 54.60658(W) AD(       ) 2
 SY2331  NAD 27      -  47 12 34.93800(N)    122 22 50.16400(W) AD(       ) 2
 SY2331  NGVD 29 (12/06/90)  106.     (m)          348.     (f) VERT ANG       
 SY2331
 SY2331.Superseded values are not recommended for survey control.
 SY2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2331.See file dsdata.txt to determine how the superseded data were derived.
 SY2331
 SY2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4681328634(NAD 83)
 SY2331
 SY2331  HISTORY     - Date     Condition        Report By
 SY2331  HISTORY     - 1936     MONUMENTED       WAGS
 SY2331  HISTORY     - 1941     GOOD             USGS
 SY2331  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY2331  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY2331  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2331
 SY2331                          STATION DESCRIPTION
 SY2331
 SY2331'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936 (HJO)
 SY2331'STATION IS A SHORT DISTANCE E OF WALLER ROAD ON LAND OF ANDREW
 SY2331'CARLSON, ROUTE 2, BOX 809, TACOMA, IN NE 1/4 SEC. 23, T.20N, R.3E.
 SY2331'
 SY2331'FROM THE W END OF THE PUYALLUP RIVER BRIDGE ON THE SEATTLE-TACOMA
 SY2331'HIGHWAY (U.S. HIGHWAY 99) RUN SE ON THE PAVEMENT S OF THE RIVER
 SY2331'0.8 MILE TO A THREE-WAY FORK.  TAKE THE MIDDLE FORK AND RUN 0.8
 SY2331'MILE.  THEN FOLLOW WALLER ROAD (RIGHT FORK) 1.05 MILES TO GEHRING
 SY2331'ROAD.  TURN LEFT OR E, CROSS BRIDGE AND PROCEED 0.2 MILE FURTHER
 SY2331'TO SIDE ROAD.  TURN RIGHT UPHILL ON SMALL ROAD 0.2 MILE TO SMALL
 SY2331'WHITE TERRAZO-FINISHED HOUSE WITH ARCHED PORCH OPENINGS NEAR
 SY2331'THE TOP OF THE HILL.  STATION IS ABOUT NW OF THE WHITE HOUSE.
 SY2331
 SY2331                          STATION RECOVERY (1941)
 SY2331
 SY2331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1941
 SY2331'RECOVERED IN GOOD CONDITION.
 SY2331'
 SY2331'RM 2--STANDARD RM TABLET STAMPED---CARLSON NO 2 1941---, IN
 SY2331'CONCRETE POST.
 SY2331
 SY2331                          STATION RECOVERY (1954)
 SY2331
 SY2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY2331'STATION RECOVERED AS DESCRIBED.  STATION MARK FOUND IN GOOD
 SY2331'CONDITION.  IT IS STILL ON PROPERTY OF MR. CARLSON.  ON GROUND
 SY2331'ABOUT CENTER BETWEEN THE TWO HOUSES, 2 FT. S OF A NOTICEABLE MOUND
 SY2331'ALONG THE W-NW EDGE OF THE ROAD LEADING INTO THESE HOMES.  MARK IS
 SY2331'IN A SLIGHT DEPRESSION WHICH WAS FILLED WITH ROCKS AFTER THE MARK
 SY2331'WAS RECOVERED.  MARK IS ABOUT 15 IN. BELOW THE SURFACE.
 SY2331
 SY2331                          STATION RECOVERY (1955)
 SY2331
 SY2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2331'THE STATION WAS RECOVERED AS DESCRIBED.  DUE TO ITS NEARNESS TO
 SY2331'THE DRIVEWAY A SUBSTITUTE MARK (REFERENCE MARK NO. 2) WAS
 SY2331'ESTABLISHED A FEW FEET WEST OF THE ORIGINAL STATION MARK.  A
 SY2331'MEASUREMENT WAS MADE BETWEEN THE ORIGINAL STATION AND THE NEWLY
 SY2331'SET REFERENCE MARK NO. 2.  REFERENCE MARK NO. 2 WAS OCCUPIED AND
 SY2331'A SERIES OF NEW OBSERVATIONS WERE TAKEN.
 SY2331
 SY2331                          STATION RECOVERY (1963)
 SY2331
 SY2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2331'THE STATION AND THE REFERENCE MARK WERE RECOVERED.  SINCE IN 1955
 SY2331'TWO NEW MARKS WERE SET, AN AZIMUTH MARK AND REFERENCE MARK NO. 2,
 SY2331'AND REFERENCE MARK NO. 2 WAS OCCUPIED, COMPLETE INFORMATION FOR
 SY2331'THIS MARK WILL BE FOUND IN THE RECOVERY NOTE FOR CARLSON
 SY2331'R.M. NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2330 ***********************************************************************
 SY2330  DESIGNATION -  CARLSON RM 2
 SY2330  PID         -  SY2330
 SY2330  STATE/COUNTY-  WA/PIERCE
 SY2330  USGS QUAD   -  TACOMA SOUTH (1994)
 SY2330
 SY2330                         *CURRENT SURVEY CONTROL
 SY2330  ___________________________________________________________________
 SY2330* NAD 83(1991)-  47 12 34.33166(N)    122 22 54.76350(W)     ADJUSTED  
 SY2330* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 SY2330  ___________________________________________________________________
 SY2330  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 SY2330  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 SY2330
 SY2330  HORZ ORDER  -  SECOND
 SY2330
 SY2330.The horizontal coordinates were established by classical geodetic methods
 SY2330.and adjusted by the National Geodetic Survey in December 1991..
 SY2330
 SY2330.The orthometric height was scaled from a topographic map.
 SY2330
 SY2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2330
 SY2330.The geoid height was determined by GEOID03.
 SY2330
 SY2330;                    North         East     Units Scale Factor Converg.
 SY2330;SPC WA S     -   210,247.534   357,449.584   MT  0.99997403   -1 22 01.2
 SY2330;SPC WA S     -   689,787.12  1,172,732.51   sFT  0.99997403   -1 22 01.2
 SY2330;SPC WA N     -    24,477.423   382,685.150   MT  1.00006682   -1 09 10.5
 SY2330;SPC WA N     -    80,306.35  1,255,526.20   sFT  1.00006682   -1 09 10.5
 SY2330;UTM  10      - 5,228,634.871   546,808.919   MT  0.99962693   +0 27 13.0
 SY2330
 SY2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2330!SPC WA S     -   0.99998659  x   0.99997403  =   0.99996062
 SY2330!SPC WA N     -   0.99998659  x   1.00006682  =   1.00005341
 SY2330!UTM  10      -   0.99998659  x   0.99962693  =   0.99961353
 SY2330
 SY2330:                Primary Azimuth Mark                     Grid Az
 SY2330:SPC WA S     -  CARLSON AZ MK                            011 26 44.2
 SY2330:SPC WA N     -  CARLSON AZ MK                            011 13 53.5
 SY2330:UTM  10      -  CARLSON AZ MK                            009 37 30.0
 SY2330
 SY2330|---------------------------------------------------------------------|
 SY2330| PID    Reference Object                     Distance      Geod. Az  |
 SY2330|                                                           dddmmss.s |
 SY2330| CE3434 CARLSON AZ MK                                      0100443.0 |
 SY2330| SY2331 CARLSON                               3.705 METERS 10351     |
 SY2330| CE3436 CARLSON RM 1                                       35413     |
 SY2330|---------------------------------------------------------------------|
 SY2330
 SY2330                          SUPERSEDED SURVEY CONTROL
 SY2330
 SY2330  NAD 83(1986)-  47 12 34.32569(N)    122 22 54.77708(W) AD(       ) 2
 SY2330  NAD 27      -  47 12 34.96700(N)    122 22 50.33500(W) AD(       ) 2
 SY2330
 SY2330.Superseded values are not recommended for survey control.
 SY2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2330.See file dsdata.txt to determine how the superseded data were derived.
 SY2330
 SY2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4680928635(NAD 83)
 SY2330_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2330
 SY2330  HISTORY     - Date     Condition        Report By
 SY2330  HISTORY     - 1955     MONUMENTED       CGS
 SY2330  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY2330  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2330  HISTORY     - 1988     GOOD             USPSQD
 SY2330
 SY2330                          STATION DESCRIPTION
 SY2330
 SY2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2330'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF TACOMA, AND
 SY2330'5-1/2 MILES WEST-NORTHWEST OF PUYALLUP ON A SLIGHT RISE ABOUT 0.25
 SY2330'MILE EAST OF WALLER ROAD.
 SY2330'
 SY2330'THE STATION MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 SY2330'IS STAMPED CARLSON NO 2 1936.  IT IS 72 FEET WEST-NORTHWEST OF THE
 SY2330'NORTHWEST CORNER OF A GREY STUCCO HOUSE, AND 44 FEET EAST-NORTHEAST
 SY2330'OF THE NORTHEAST CORNER OF A WHITE HOUSE.
 SY2330'
 SY2330'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE SURFACE OF THE GROUND
 SY2330'ABOUT SIX FEET LOWER THAN THE ELEVATION OF THE STATION, AND IS
 SY2330'STAMPED KING CO AERIAL NO 1 CARLSON 1936.  IT IS 32 FEET WEST OF
 SY2330'THE CENTER OF A FORK OF TWO DRIVEWAYS, 19-1/2 FEET SOUTH OF A
 SY2330'FENCELINE, AND 18 FEET SOUTH OF A POWERLINE POLE.
 SY2330'
 SY2330'REFERENCE MARK NO. 2 IS SET ABOUT 1 FOOT UNDERGROUND AND IS
 SY2330'STAMPED CARLSON 1936.  IT IS 61 FEET WEST-NORTHWEST OF THE
 SY2330'NORTHWEST CORNER OF A GREY STUCCO HOUSE, 54 FEET EAST-NORTHEAST
 SY2330'OF THE NORTHEAST CORNER OF A WHITE HOUSE, AND 7 FEET WEST OF THE
 SY2330'CENTERLINE OF A DRIVEWAY.  THE MARK IS SET ABOUT 1 FOOT LOWER
 SY2330'THAN THE ELEVATION OF THE STATION.  THE DISTANCE BETWEEN R. M.
 SY2330'NO. 1 AND THE ORIGINAL STATION MARK IS 105.5 FEET.
 SY2330'
 SY2330'THE AZIMUTH MARK IS STAMPED CARLSON 1936 1955 AND PROJECTS 6 INCHES
 SY2330'ABOVE THE SURFACE OF THE GROUND.  IT IS 17 FEET NORTH OF THE
 SY2330'CENTERLINE OF A PAVED ROAD, 11 FEET EAST OF THE CENTERLINE OF A
 SY2330'TRACK ROAD, AND 1 FOOT SOUTH OF A CEMENT FENCEPOST.
 SY2330'
 SY2330'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 410 AND 99
 SY2330'AT THE WEST END OF THE BRIDGE OVER THE PUYALLUP RIVER IN THE EAST
 SY2330'EDGE OF TACOMA GO SOUTHEAST ON U.S. HIGHWAY 410 FOR 0.8 MILE TO A
 SY2330'TRIPLE FORK.  TAKE THE CENTER ROAD OF THREE MARKED WALLER ROAD AND
 SY2330'GO 1 MILE TO A CROSS ROAD.  TURN LEFT ON GEHRING ROAD AND GO 0.25
 SY2330'MILE TO A ROAD ON THE RIGHT.  TURN RIGHT ON CARLSON ROAD AND GO
 SY2330'0.25 MILE TO A DRIVEWAY INTO TWO HOUSES AND THE STATION SITE.
 SY2330'
 SY2330'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH-NORTHEAST ON
 SY2330'CARLSON ROAD FOR 0.25 MILE TO A JUNCTION WITH GEHRING ROAD AND THE
 SY2330'MARK SET IN A FENCELINE.
 SY2330
 SY2330                          STATION RECOVERY (1960)
 SY2330
 SY2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GCM)
 SY2330'CARLSON RM NO. 2 AND RM NO. 1 WERE RECOVERED AS DESCRIBED.  STATION
 SY2330'CARLSON 1939 AND THE AZIMUTH MARK WERE NOT SEARCHED FOR.
 SY2330'
 SY2330'DIRECTIONS FOR REACHING THE STATION SHOULD BE REVISED TO READ AS
 SY2330'FOLLOWS--TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 SY2330'99 AND 410 AT THE WEST END OF THE BRIDGE OVER THE PUYALLUP RIVER
 SY2330'IN THE EAST EDGE OF TACOMA, GO SOUTHEAST ON U.S. HIGHWAY 410 FOR
 SY2330'0.8 MILE TO A TRIPLE FORK.  TAKE THE CENTER ROAD OF THE THREE
 SY2330'(PIONEER WAY) AND GO 0.8 MILE TO A Y.  TAKE THE RIGHT HAND ROAD
 SY2330'(WALLER ROAD) UP THE HILL (S) FOR 1.0 MILE TO A CROSS ROAD.
 SY2330'TURN LEFT ON GEHRING ROAD AND GO 0.25 MILE TO A ROAD ON THE
 SY2330'RIGHT.  TURN RIGHT ON CARLSON ROAD AND GO 0.25 MILE TO A DRIVEWAY
 SY2330'INTO TWO HOUSE AND THE STATION SITE.
 SY2330
 SY2330                          STATION RECOVERY (1963)
 SY2330
 SY2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2330'RECOVERED AS DESCRIBED, EXCEPT THE DIRECTIONS TO REACH ARE
 SY2330'CONFUSING AND THE STATEMENT ABOUT REFERENCE MARK NO. 2 SHOULD READ
 SY2330'CARLSON 1936 IS 1 FOOT UNDERGROUND AND STAMPED CARLSON 1936 KING
 SY2330'CO AERIAL, SINCE THE 1936 STATION MARK WAS USED FOR REFERENCE MARK
 SY2330'NO. 2.  ADDITIONAL INFORMATION FOLLOWS.  THE MARK IS 19 FEET
 SY2330'NORTH OF THE PROLONGATION OF THE NORTH SIDE OF THE STUCCO
 SY2330'HOUSE.  REFERENCE MARK NO. 1 IS 2 FEET SOUTH OF THE 2-FOOT
 SY2330'BANK ALONG THE SOUTH SIDE OF THE GRAVEL ROAD THAT RUNS ALONG
 SY2330'THE NORTH SIDE OF THE PROPERTY, AND I WOULD ESTIMATE IT TO BE
 SY2330'ABOUT 15 FEET LOWER THAN THE STATION, RATHER THAN 6 FEET.
 SY2330'CARLSON 1936 (RM 2) IS A STANDARD TRIANGULATION STATION DISK
 SY2330'WHICH IS ABOUT 1 FOOT BELOW GROUND AND THE HOLE WAS FILLED
 SY2330'WITH ROCKS.  IT IS 62 FEET WEST-NORTHWEST OF THE NORTHWEST
 SY2330'CORNER OF THE STUCCO HOUSE WITH ARCHED PORCHWAYS, 54 FEET
 SY2330'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH ON THE
 SY2330'WHITE HOUSE AND 16 FEET NORTH OF THE PROLONGATION OF
 SY2330'THE NORTH SIDE OF THE STUCCO HOUSE (NOT PORCH).  THE
 SY2330'AZIMUTH MARK IS ON THE NORTHEAST CORNER OF 48TH ST. E AND
 SY2330'36TH AVE. E, ON A BANK ABOUT 3 FEET HIGHER THAN THE SURFACE
 SY2330'OF THE ROAD.  TO REACH FROM THE JUNCTION OF HIGHWAY 410 AND
 SY2330'PACIFIC HIGHWAY, AT THE WEST END OF THE BRIDGE OVER THE
 SY2330'PUYALLUP RIVER, GO SOUTH ON HIGHWAY 410 FOR 0.8 MILE TO A TRIPLE
 SY2330'FORK, GRANDVIEW, PIONEER WAY AND RIVER ROAD, (RIVER ROAD IS
 SY2330'HIGHWAY 410).  TAKE THE CENTER ROAD, PIONEER WAY, 0.8 MILE TO A
 SY2330'Y, KEEP RIGHT FORK AND GO SOUTH ON WALLER ROAD FOR 1.05 MILES TO
 SY2330'48TH ST. E., TURN LEFT AND GO EAST 0.25 MILE TO 36TH AVE. E AND
 SY2330'THE AZIMUTH MARK.  TURN RIGHT AND GO SOUTH 0.25 MILE TO THE
 SY2330'DRIVEWAY, INTO THE STUCCO HOUSE, AT THE NORTHEAST CORNER OF THE
 SY2330'YARD, FOLLOW DRIVEWAY SOUTHWEST 0.05 MILE TO STATION AT
 SY2330'MR. ANDREW CARLSONS RESIDENCE AT 3424 EAST 52ND STREET.
 SY2330'(CORNER OF 36TH AVE. E. AND 52ND ST.).
 SY2330
 SY2330                          STATION RECOVERY (1988)
 SY2330
 SY2330'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1691 ***********************************************************************
 SV1691  DESIGNATION -  CARLTON
 SV1691  PID         -  SV1691
 SV1691  STATE/COUNTY-  WA/SPOKANE
 SV1691  USGS QUAD   -  MOUNT SPOKANE (1996)
 SV1691
 SV1691                         *CURRENT SURVEY CONTROL
 SV1691  ___________________________________________________________________
 SV1691* NAD 83(1991)-  47 55 14.86946(N)    117 06 52.03609(W)     ADJUSTED  
 SV1691* NAVD 88     -      1787.     (meters)    5863.     (feet)  VERTCON   
 SV1691  ___________________________________________________________________
 SV1691  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 SV1691  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 SV1691
 SV1691  HORZ ORDER  -  THIRD
 SV1691
 SV1691.The horizontal coordinates were established by classical geodetic methods
 SV1691.and adjusted by the National Geodetic Survey in December 1991..
 SV1691
 SV1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1691
 SV1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1691
 SV1691.The geoid height was determined by GEOID03.
 SV1691
 SV1691;                    North         East     Units Scale Factor Converg.
 SV1691;SPC WA N     -   109,090.066   777,824.596   MT  0.99994815   +2 46 07.6
 SV1691;SPC WA N     -   357,906.32  2,551,912.86   sFT  0.99994815   +2 46 07.6
 SV1691;UTM  11      - 5,307,503.548   491,449.152   MT  0.99960090   -0 05 05.8
 SV1691
 SV1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1691!SPC WA N     -   0.99972266  x   0.99994815  =   0.99967082
 SV1691!UTM  11      -   0.99972266  x   0.99960090  =   0.99932367
 SV1691
 SV1691|---------------------------------------------------------------------|
 SV1691| PID    Reference Object                     Distance      Geod. Az  |
 SV1691|                                                           dddmmss.s |
 SV1691| SV1171 MOUNT SPOKANE                        53.420 METERS 02021     |
 SV1691| SV1719 Y                                   354.953 METERS 02837     |
 SV1691|---------------------------------------------------------------------|
 SV1691
 SV1691                          SUPERSEDED SURVEY CONTROL
 SV1691
 SV1691  NAD 83(1986)-  47 55 14.87075(N)    117 06 52.03169(W) AD(       ) 3
 SV1691  NGVD 29 (10/02/90) 1786.     (m)         5860.     (f) VERT ANG       
 SV1691
 SV1691.Superseded values are not recommended for survey control.
 SV1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1691.See file dsdata.txt to determine how the superseded data were derived.
 SV1691
 SV1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP9144907504(NAD 83)
 SV1691_MARKER: B = BOLT
 SV1691_SETTING: 66 = SET IN ROCK OUTCROP
 SV1691_SP_SET: SET IN BEDROCK
 SV1691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1691+STABILITY: POSITION/ELEVATION WELL
 SV1691
 SV1691  HISTORY     - Date     Condition        Report By
 SV1691  HISTORY     - 1896     MONUMENTED       USGS
 SV1691
 SV1691                          STATION DESCRIPTION
 SV1691
 SV1691'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 SV1691'LOCATED ABOUT 35 MI BY RD. AND TRAIL NE. OF SPOKANE.  ON SOUTH
 SV1691'SUMMIT WHICH IS FLAT AND BALD, BUT HAS A GROWTH OF PINE TREES ON
 SV1691'WEST SIDE.  THE MOUNTAIN HAS TWO SUMMITS OF NEARLY EQUAL HEIGHT
 SV1691'ABOUT 1/3 MI APART.
 SV1691'
 SV1691'TO REACH FROM MEADOWS TAKE TRAIL.
 SV1691'
 SV1691'STATION MARK--COPPER BOLT SET IN SOLID ROCK ABOVE WHICH IS ROCK
 SV1691'CAIRN 5 FT. IN DIAMETER AND 5 FT. IN HEIGHT.
 SV1691'
 SV1691'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1484 ***********************************************************************
 SX1484  DESIGNATION -  CARLYSLE
 SX1484  PID         -  SX1484
 SX1484  STATE/COUNTY-  WA/KING
 SX1484  USGS QUAD   -  FALL CITY (1993)
 SX1484
 SX1484                         *CURRENT SURVEY CONTROL
 SX1484  ___________________________________________________________________
 SX1484* NAD 83(1991)-  47 35 43.56045(N)    121 56 04.27342(W)     ADJUSTED  
 SX1484* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 SX1484  ___________________________________________________________________
 SX1484  LAPLACE CORR-          13.31  (seconds)                    DEFLEC99
 SX1484  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SX1484
 SX1484  HORZ ORDER  -  THIRD
 SX1484
 SX1484.The horizontal coordinates were established by classical geodetic methods
 SX1484.and adjusted by the National Geodetic Survey in December 1991..
 SX1484
 SX1484.The orthometric height was scaled from a topographic map.
 SX1484
 SX1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1484
 SX1484.The geoid height was determined by GEOID03.
 SX1484
 SX1484;                    North         East     Units Scale Factor Converg.
 SX1484;SPC WA N     -    66,793.993   417,187.290   MT  0.99998357   -0 49 11.5
 SX1484;SPC WA N     -   219,139.96  1,368,721.97   sFT  0.99998357   -0 49 11.5
 SX1484;UTM  10      - 5,271,885.892   580,098.985   MT  0.99967884   +0 47 12.5
 SX1484
 SX1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1484!SPC WA N     -   0.99999962  x   0.99998357  =   0.99998319
 SX1484!UTM  10      -   0.99999962  x   0.99967884  =   0.99967846
 SX1484
 SX1484|---------------------------------------------------------------------|
 SX1484| PID    Reference Object                     Distance      Geod. Az  |
 SX1484|                                                           dddmmss.s |
 SX1484| CF4195 CARLYSLE RM                           9.580 METERS 26620     |
 SX1484| SX1513 AMES                                APPROX. 4.1 KM 3494522.6 |
 SX1484|---------------------------------------------------------------------|
 SX1484
 SX1484                          SUPERSEDED SURVEY CONTROL
 SX1484
 SX1484  NAD 83(1986)-  47 35 43.55140(N)    121 56 04.27911(W) AD(       ) 3
 SX1484  NAD 27      -  47 35 44.18600(N)    121 55 59.85100(W) AD(       ) 3
 SX1484
 SX1484.Superseded values are not recommended for survey control.
 SX1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1484.See file dsdata.txt to determine how the superseded data were derived.
 SX1484
 SX1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8009971886(NAD 83)
 SX1484
 SX1484  HISTORY     - Date     Condition        Report By
 SX1484  HISTORY     - 1936     MONUMENTED       WAGS
 SX1484
 SX1484                          STATION DESCRIPTION
 SX1484
 SX1484'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1484'STATION IS LOCATED ON THE W SIDE OF THE SNOQUALMIE VALLEY, IN
 SX1484'CLEARING AT THE FOOT OF HILL ABOUT 100 FEET ON SLANT ABOVE VALLEY
 SX1484'FLOOR.  STATION IS 108 PACES S OF ROAD ON S SIDE OF HOUSE OWNED
 SX1484'BY ADAM CARLYSLE, AND 54.3 FEET W OF MAPLE TREE.
 SX1484'
 SX1484'STATION REACHED AS FOLLOWS--FROM TOLT POST OFFICE RUN S 0.8 MILE
 SX1484'ACROSS TOLT RIVER.  TURN RIGHT W, RUN ACROSS VALLEY 0.6
 SX1484'MILE.  CROSS SNOQUALMIE RIVER.  RUN 0.1 MILE, TAKE LEFT FORK S AND
 SX1484'FOLLOW MAIN TRAVELED ROAD AND RUN GENERALLY S ALONG W SIDE OF
 SX1484'RIVER 3.3 MILES TO MAIL BOX AND MILK SHED OF ADAM CARLYSLE.  TURN
 SX1484'RIGHT (W) INTO FARM.  RUN BACK TO HOUSE ON LOWER SLOPE OF
 SX1484'HILL.  STATION IS 108 PACES S OF ROAD ABOUT 100 FEET ON SLANT
 SX1484'FROM FOOT OF SLOPE NEAR S SIDE OF CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3736 ***********************************************************************
 SY3736  DESIGNATION -  CARNATION
 SY3736  PID         -  SY3736
 SY3736  STATE/COUNTY-  WA/KING
 SY3736  USGS QUAD   -  
 SY3736
 SY3736                         *CURRENT SURVEY CONTROL
 SY3736  ___________________________________________________________________
 SY3736* NAD 83(1991)-  47 43 11.87557(N)    122 09 11.62029(W)     ADJUSTED  
 SY3736* NAVD 88     -        50.63   (+/-2cm)     166.1    (feet)  VERTCON   
 SY3736  ___________________________________________________________________
 SY3736  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 SY3736  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 SY3736
 SY3736  HORZ ORDER  -  SECOND
 SY3736  VERT ORDER  -  THIRD ? (See Below)
 SY3736
 SY3736.The horizontal coordinates were established by classical geodetic methods
 SY3736.and adjusted by the National Geodetic Survey in December 1991..
 SY3736
 SY3736.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3736.The vertical order pertains to the NGVD 29 superseded value.
 SY3736
 SY3736.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3736
 SY3736.The geoid height was determined by GEOID03.
 SY3736
 SY3736;                    North         East     Units Scale Factor Converg.
 SY3736;SPC WA N     -    80,896.244   400,978.740   MT  0.99996624   -0 58 57.7
 SY3736;SPC WA N     -   265,407.09  1,315,544.42   sFT  0.99996624   -0 58 57.7
 SY3736;UTM  10      - 5,285,523.523   563,506.256   MT  0.99964956   +0 37 35.5
 SY3736
 SY3736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3736!SPC WA N     -   0.99999576  x   0.99996624  =   0.99996200
 SY3736!UTM  10      -   0.99999576  x   0.99964956  =   0.99964532
 SY3736
 SY3736:                Primary Azimuth Mark                     Grid Az
 SY3736:SPC WA N     -  HOLLYWOOD                                046 23 14.0
 SY3736:UTM  10      -  HOLLYWOOD                                044 46 40.8
 SY3736
 SY3736|---------------------------------------------------------------------|
 SY3736| PID    Reference Object                     Distance      Geod. Az  |
 SY3736|                                                           dddmmss.s |
 SY3736| SY3743 HOLLYWOOD                           APPROX. 1.9 KM 0452416.3 |
 SY3736| CF7248 CARNATION RM                         25.710 METERS 17217     |
 SY3736|---------------------------------------------------------------------|
 SY3736
 SY3736                          SUPERSEDED SURVEY CONTROL
 SY3736
 SY3736  NAD 83(1986)-  47 43 11.86796(N)    122 09 11.62427(W) AD(       ) 2
 SY3736  NAD 27      -  47 43 12.51100(N)    122 09 07.19400(W) AD(       ) 2
 SY3736  NGVD 29 (07/19/86)   49.53   (m)          162.5    (f) LEVELING    3  
 SY3736
 SY3736.Superseded values are not recommended for survey control.
 SY3736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3736.See file dsdata.txt to determine how the superseded data were derived.
 SY3736
 SY3736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6350685524(NAD 83)
 SY3736
 SY3736  HISTORY     - Date     Condition        Report By
 SY3736  HISTORY     - 1936     MONUMENTED       WAGS
 SY3736  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY3736  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY3736  HISTORY     - 1971     SEE DESCRIPTION  WA0180
 SY3736  HISTORY     - 1988     GOOD             USPSQD
 SY3736
 SY3736                          STATION DESCRIPTION
 SY3736
 SY3736'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SY3736'STATION IS LOCATED ABOUT 3 MILES NW OF REDMOND, AND A LITTLE OVER A
 SY3736'MILE N OF THE RAILROAD CROSSING AT THE WILLOWS, ON A BARE HILLTOP
 SY3736'W OF TWO RAILROAD TRACKS ABOUT 150 FEET W OF THE W RAILROAD TRACK
 SY3736'ABOUT 75 FEET HIGHER THAN THE TRACK, AND 150 FEET N OF A RAVINE.
 SY3736'
 SY3736'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS
 SY3736'STAMPED KING COUNTY AERIAL SURVEY.
 SY3736'
 SY3736'GO N FROM THE RAILROAD CROSSING AT THE WILLOWS, 0.9 MILE WHERE THE
 SY3736'ROAD MAKES A HAIR-PIN TURN AND CROSSES THE RAILROAD.  WALK UP TRACK
 SY3736'TO THE WHISTLE-POST.  THE STATION LIES 50 FEET S AND 150 FEET W OF
 SY3736'THE POST.  THE STATION IS 415 FEET SE OF A TALL SNAG AND 280 FEET SW
 SY3736'OF A LARGE FIR TREE.
 SY3736'
 SY3736'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY3736
 SY3736                          STATION RECOVERY (1943)
 SY3736
 SY3736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY3736'STATION IS ON OPEN HILLSIDE ABOUT 40 METERS W OF RAILROAD, 38.7
 SY3736'METERS S. 83 DEG W. FROM WHISTLE POST, ABOUT 40 METERS S OF SMALL
 SY3736'RAVINE, 125.4 METERS S. 5 DEG E. FROM RIGHT HAND OF 3 BIG SNAGS,
 SY3736'AND 135 METERS S. 11 DEG E. FROM NEXT BIG SNAG.  IT IS A BRONZE
 SY3736'STATION DISK IN CONCRETE FLUSH WITH GROUND.
 SY3736'
 SY3736'REFERENCE MARK IS ON RIDGE OF HILL, AT THE TOP OF THE FIRST STEEP
 SY3736'SLOPE, IN BOULDER 1 FOOT HIGH AND 3 FEET ACROSS.  IT IS 25.71 METERS
 SY3736'S. 7-1/2 DEG E. FROM STATION.  IT IS A BRONZE REFERENCE DISK.
 SY3736'
 SY3736'BEARINGS WERE ALSO TAKEN TO S GABLE S BARN, GIFFITHS DAIRY ACROSS
 SY3736'VALLEY, S. 72 DEG E., AND S GABLE S BARN (ROUND ROOF) A MILE AWAY,
 SY3736'S. 42 DEG E.
 SY3736
 SY3736                          STATION RECOVERY (1962)
 SY3736
 SY3736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY3736'THE STATION MARK WAS RECOVERED.  THE REFERENCE MARK DISK WHICH WAS
 SY3736'SET IN A BOULDER 3 X 1.8 FEET AND PROJECTING 1 FOOT IS GONE BUT THE
 SY3736'BOULDER WITH A DRILL HOLE ABOUT 1/2 INCH DEEP REMAINS.  IT IS 26
 SY3736'FEET EAST OF A SMALL TRIANGLE BLAZE ON ONE OF FIVE TREES GROWING
 SY3736'OUT OF ONE STUMP.
 SY3736'
 SY3736'THE STATION MARK IS 43 FEET EAST OF THE TRIANGLE BLAZE ON THE EAST
 SY3736'SIDE OF A FIR TREE, AND 3 FEET EAST OF A METAL WITNESS POST.
 SY3736'THERE ARE SMALL CUT TREES AND EVIDENCE OF CLEARING ABOUT 43 FEET
 SY3736'NORTHEAST OF THE STATION AND THERE IS A 1-FOOT SQUARE ROCK 31 FEET
 SY3736'NORTHEAST OF THE STATION.  THE STATION MARK IS A STANDARD COAST AND
 SY3736'GEODETIC SURVEY TRIANGULATION STATION DISK STAMPED CARNATION KING
 SY3736'CO AERIAL SURVEY, SET IN A BOULDER 1.3 X 0.8 FOOT AND FLUSH WITH
 SY3736'THE GROUND.
 SY3736'
 SY3736'TO REACH FROM THE POST OFFICE IN REDMOND, GO WEST 0.5 MILE,
 SY3736'CROSSING RIVER, TO FORK, KEEP RIGHT FORK 0.15 MILE TO FORK, TAKE
 SY3736'RIGHT FORK AND GO NORTH 2.8 MILES TO FORK, KEEP RIGHT FORK 0.35 MILE
 SY3736'TO RAILROAD CROSSING WHERE ROAD TURNS WEST, LEFT, FROM HERE WALK
 SY3736'NORTH ALONG RAILROAD TRACKS FOR 36 RAILS, ABOUT 440 YARDS, ABOUT 75
 SY3736'YARDS NORTH OF POINT WHERE RAILROAD STARTS A CURVE TO THE LEFT, TO
 SY3736'THE WHISTLE POST AND A 12-INCH FIR TREE ON THE LEFT.  THE FIR TREE
 SY3736'HAS A TRIANGLE BLAZE ON THE EAST SIDE, LEAVE THE RAILROAD AND PACK
 SY3736'WEST UP THE BRUSH-COVERED SLOPE ABOUT 150 FEET TO A RELATIVELY FLAT
 SY3736'AND OPEN SPOT, ON THE SIDE HILL, WITH A LONE 8-INCH FIR TREE ON
 SY3736'THE WESTERN SIDE OF THE OPEN SPOT.  STATION IS 43 FEET EAST OF THE
 SY3736'TRIANGLE BLAZE ON THIS FIR TREE.
 SY3736
 SY3736                          STATION RECOVERY (1971)
 SY3736
 SY3736'RECOVERY NOTE BY CITY OF BREMERTON WASHINGTON 1971 (RRB)
 SY3736'CARNATION GOOD.
 SY3736'
 SY3736'THE TREES HAVE GROWN UP AROUND THIS STATION.  IMPOSSIBLE TO SEE IN
 SY3736'OR OUT WITHOUT A TOWER.  (CUT NO TREES.  PRIVATE PROPERTY)
 SY3736
 SY3736                          STATION RECOVERY (1988)
 SY3736
 SY3736'RECOVERY NOTE BY US POWER SQUADRON 1988 (MSH)
 SY3736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1522 ***********************************************************************
 SX1522  DESIGNATION -  CARNATION DIST 122 STANDPIPE
 SX1522  PID         -  SX1522
 SX1522  STATE/COUNTY-  WA/KING
 SX1522  USGS QUAD   -  CARNATION (1993)
 SX1522
 SX1522                         *CURRENT SURVEY CONTROL
 SX1522  ___________________________________________________________________
 SX1522* NAD 83(1991)-  47 39 06.07061(N)    121 59 10.59829(W)     ADJUSTED  
 SX1522* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 SX1522  ___________________________________________________________________
 SX1522  LAPLACE CORR-          13.45  (seconds)                    DEFLEC99
 SX1522  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 SX1522
 SX1522  HORZ ORDER  -  THIRD
 SX1522
 SX1522.The horizontal coordinates were established by classical geodetic methods
 SX1522.and adjusted by the National Geodetic Survey in December 1991..
 SX1522
 SX1522.The orthometric height was scaled from a topographic map.
 SX1522
 SX1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1522
 SX1522.The geoid height was determined by GEOID03.
 SX1522
 SX1522;                    North         East     Units Scale Factor Converg.
 SX1522;SPC WA N     -    73,104.523   413,388.989   MT  0.99997516   -0 51 30.2
 SX1522;SPC WA N     -   239,843.76  1,356,260.37   sFT  0.99997516   -0 51 30.2
 SX1522;UTM  10      - 5,278,085.524   576,126.400   MT  0.99967121   +0 44 57.3
 SX1522
 SX1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1522!SPC WA N     -   0.99997303  x   0.99997516  =   0.99994819
 SX1522!UTM  10      -   0.99997303  x   0.99967121  =   0.99964425
 SX1522
 SX1522                          SUPERSEDED SURVEY CONTROL
 SX1522
 SX1522  NAD 83(1986)-  47 39 06.06294(N)    121 59 10.60246(W) AD(       ) 4
 SX1522  NAD 27      -  47 39 06.69938(N)    121 59 06.17700(W) AD(       ) 3
 SX1522
 SX1522.Superseded values are not recommended for survey control.
 SX1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1522.See file dsdata.txt to determine how the superseded data were derived.
 SX1522
 SX1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7612678086(NAD 83)
 SX1522
 SX1522  HISTORY     - Date     Condition        Report By
 SX1522  HISTORY     - 1973     MONUMENTED       NGS
 SX1522
 SX1522                          STATION DESCRIPTION
 SX1522
 SX1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SX1522'THE STATION IS THE TOP CENTER OF THE KING COUNTY WATER DISTRICT
 SX1522'NO. 122 STANDPIPE, WHICH IS LOCATED ABOUT 3 MILES WEST OF
 SX1522'CARNATION, 1-1/4 MILES WEST-NORTHWEST OF AMES LAKE AND IN THE
 SX1522'NORTHEAST ANGLE OF THE INTERSECTION OF 264TH AVE. NE AND NE 50TH
 SX1522'ST.  THE STANDPIPE IS PAINTED GREEN AND IS APPROXIMATELY 65 FEET
 SX1522'HIGH.
 SX1522'
 SX1522'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SHAFER
 SX1522'1973, THE DISTANCE BEING 107.51 FEET OR (32.769) METERS
 SX1522'EAST-SOUTHEAST OF THE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3354 ***********************************************************************
 SY3354  DESIGNATION -  CARP
 SY3354  PID         -  SY3354
 SY3354  STATE/COUNTY-  WA/MASON
 SY3354  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3354
 SY3354                         *CURRENT SURVEY CONTROL
 SY3354  ___________________________________________________________________
 SY3354* NAD 83(1991)-  47 10 51.87590(N)    122 52 54.15151(W)     ADJUSTED  
 SY3354* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3354  ___________________________________________________________________
 SY3354  LAPLACE CORR-          -7.46  (seconds)                    DEFLEC99
 SY3354  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 SY3354
 SY3354  HORZ ORDER  -  THIRD
 SY3354
 SY3354.The horizontal coordinates were established by classical geodetic methods
 SY3354.and adjusted by the National Geodetic Survey in December 1991..
 SY3354
 SY3354.The orthometric height was scaled from a topographic map.
 SY3354
 SY3354.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3354
 SY3354.The geoid height was determined by GEOID03.
 SY3354
 SY3354;                    North         East     Units Scale Factor Converg.
 SY3354;SPC WA S     -   208,108.296   319,502.744   MT  0.99996873   -1 43 48.2
 SY3354;SPC WA S     -   682,768.63  1,048,235.25   sFT  0.99996873   -1 43 48.2
 SY3354;UTM  10      - 5,225,293.606   508,962.731   MT  0.99960099   +0 05 12.4
 SY3354
 SY3354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3354!SPC WA S     -   1.00000236  x   0.99996873  =   0.99997109
 SY3354!UTM  10      -   1.00000236  x   0.99960099  =   0.99960335
 SY3354
 SY3354:                Primary Azimuth Mark                     Grid Az
 SY3354:SPC WA S     -  ODE                                      176 54 42.1
 SY3354:UTM  10      -  ODE                                      175 05 41.5
 SY3354
 SY3354|---------------------------------------------------------------------|
 SY3354| PID    Reference Object                     Distance      Geod. Az  |
 SY3354|                                                           dddmmss.s |
 SY3354| SY3355 ODE                                 APPROX. 2.0 KM 1751053.9 |
 SY3354| CE3438 CARP RM 1                            11.937 METERS 19014     |
 SY3354| CE3439 CARP RM 2                             9.400 METERS 25446     |
 SY3354|---------------------------------------------------------------------|
 SY3354
 SY3354                          SUPERSEDED SURVEY CONTROL
 SY3354
 SY3354  NAD 83(1986)-  47 10 51.87266(N)    122 52 54.15994(W) AD(       ) 3
 SY3354  NAD 27      -  47 10 52.52400(N)    122 52 49.67200(W) AD(       ) 3
 SY3354
 SY3354.Superseded values are not recommended for survey control.
 SY3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3354.See file dsdata.txt to determine how the superseded data were derived.
 SY3354
 SY3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0896325294(NAD 83)
 SY3354_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3354_SETTING: 80 = SET IN A BOULDER
 SY3354_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY3354
 SY3354  HISTORY     - Date     Condition        Report By
 SY3354  HISTORY     - 1936     MONUMENTED       CGS
 SY3354  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3354  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3354  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY3354
 SY3354                          STATION DESCRIPTION
 SY3354
 SY3354'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3354'ON THE W SIDE OF HARSTINE ISLAND, E SIDE OF PEALE PASSAGE, ON
 SY3354'THE FIRST PROMINENT ROUNDING POINT, ABOUT 1.2 MILES (NAUTICAL)
 SY3354'N OF THE S TIP OF THE ISLAND.  ONE-HUNDRED-TWENTY-FIVE METERS S OF
 SY3354'THE STATION ARE A NUMBER OF LARGE BOULDERS APPROXIMATELY 6 FEET IN
 SY3354'DIAMETER, THE ONLY LARGE BOULDERS IN THE IMMEDIATE
 SY3354'VICINITY.  SEVENTY-FIVE METERS N OF THE STATION THE LOW BLUFF
 SY3354'BACK OF THE STATION ENDS.  STATION IS AT THE MEAN HIGH-WATER
 SY3354'MARK.
 SY3354'
 SY3354'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY3354'DISKS WEDGED IN DRILL HOLES IN BOULDERS, AS DESCRIBED IN NOTES
 SY3354'4 AND 12C.
 SY3354'
 SY3354'REFERENCE MARK NO.1 IS TO THE S OF THE STATION.
 SY3354'
 SY3354'REFERENCE MARK NO.2 IS TO THE W OF THE STATION.
 SY3354
 SY3354                          STATION RECOVERY (1958)
 SY3354
 SY3354'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3354'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 SY3354'
 SY3354'PHOTO REFERENCE--THE STATION IS 55 FT. SW OF THE CENTER OF A
 SY3354'SMALL HOUSE.
 SY3354
 SY3354                          STATION RECOVERY (1967)
 SY3354
 SY3354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3354'STATION IS ON THE EAST SIDE OF PEALE PASSAGE, 1-1/4 MILE NORTH
 SY3354'OF THE SOUTH TIP OF HARTSTENE ISLAND, ON THE WEST SHORE OF
 SY3354'HARTSTENE ISLAND AND 0.3 MILE SOUTH OF THE NORTH SECTION LINE
 SY3354'OF SECTION 36, T20N, R2W.
 SY3354'
 SY3354'THE STATION MARK IS A STANDARD DISK SET IN A 2-FOOT DIAMETER
 SY3354'BOULDER FLUSH WITH THE BEACH.  THERE IS A 6-INCH SQUARE CUT IN
 SY3354'THE BOTTOM LOG OF A BULKHEAD, 6 FEET NORTH OF THE SOUTH END
 SY3354'OF THE BULKHEAD.  THE MARK IS 4.3 FEET WEST OF THE CARVED SQUARE
 SY3354'IN FRONT OF THE BULKHEAD ON MR. WILLIAM GORTZ PROPERTY.  DISK IS
 SY3354'STAMPED CARP 1936.
 SY3354'
 SY3354'REFERENCE MARK NO. 1, STAMPED NO 1 1936, IS A STANDARD DISK SET IN
 SY3354'A 2 X 2 1/2-FT. BOULDER, WHICH PROJECTS ABOUT 8 INCHES.  IT IS
 SY3354'12 YARDS WEST OF THE BANK AT THE HIGH WATER LINE.
 SY3354'
 SY3354'REFERENCE MARK NO. 2, STAMPED NO 2 1936, IS A STANDARD DISK SET IN
 SY3354'A 2-1/2 X 5-FT. BOULDER, WHICH PROJECTS 1 FOOT.  IT IS 35 FEET
 SY3354'WEST OF THE CARVED SQUARE ON THE BULKHEAD.
 SY3354'
 SY3354'DISTANCE FROM STATION TO REFERENCE MARKS - NO.1, 39.05
 SY3354'FEET.  NO. 2 - 30.8 FEET.
 SY3354'
 SY3354'TO REACH FROM THE FERRY DOCK ON THE WEST SIDE OF HARTSTENE
 SY3354'ISLAND, GO SOUTHERLY ABOUT 200 FEET TO A Y, KEEP THE RIGHT FORK
 SY3354'AND FOLLOW THE BLACKTOP ROAD SOUTH AND EAST 3.7 MILES TO A
 SY3354'T-INTERSECTION, TURN RIGHT AND GO SOUTH 1.0 MILE TO A Y, KEEP
 SY3354'LEFT AND FOLLOW THE BLACKTOP ROAD 2.5 MILES TO A Y, CURVE RIGHT
 SY3354'AND GO 1.0 MILE TO TWO DRIVEWAYS RIGHT WHERE THE ROAD CURVES LEFT,
 SY3354'CURVE LEFT AND CONTINUE ON THE MAIN ROAD 0.5 MILE TO A FORK, KEEP
 SY3354'LEFT FORK 0.05 MILE TO MR. WILLIAM GORTZ RESIDENCE AND THE
 SY3354'STATION ON THE BEACH IN FRONT OF THE HOUSE.
 SY3354
 SY3354                          STATION RECOVERY (1987)
 SY3354
 SY3354'RECOVERY NOTE BY US POWER SQUADRON 1987 (ERR)
 SY3354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1905 ***********************************************************************
 SA1905  DESIGNATION -  CARPENTER
 SA1905  PID         -  SA1905
 SA1905  STATE/COUNTY-  WA/COLUMBIA
 SA1905  USGS QUAD   -  WAITSBURG (1967)
 SA1905
 SA1905                         *CURRENT SURVEY CONTROL
 SA1905  ___________________________________________________________________
 SA1905* NAD 83(1991)-  46 22 28.72707(N)    118 10 54.14650(W)     ADJUSTED  
 SA1905* NAVD 88     -       669.2    (meters)    2196.     (feet)  VERTCON   
 SA1905  ___________________________________________________________________
 SA1905  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 SA1905  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 SA1905
 SA1905  HORZ ORDER  -  THIRD
 SA1905
 SA1905.The horizontal coordinates were established by classical geodetic methods
 SA1905.and adjusted by the National Geodetic Survey in December 1991..
 SA1905
 SA1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1905
 SA1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1905
 SA1905.The geoid height was determined by GEOID03.
 SA1905
 SA1905;                    North         East     Units Scale Factor Converg.
 SA1905;SPC WA S     -   118,362.203   678,326.988   MT  0.99992131   +1 41 02.4
 SA1905;SPC WA S     -   388,326.66  2,225,477.79   sFT  0.99992131   +1 41 02.4
 SA1905;UTM  11      - 5,136,353.111   409,117.497   MT  0.99970153   -0 51 19.6
 SA1905
 SA1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1905!SPC WA S     -   0.99989831  x   0.99992131  =   0.99981962
 SA1905!UTM  11      -   0.99989831  x   0.99970153  =   0.99959987
 SA1905
 SA1905:                Primary Azimuth Mark                     Grid Az
 SA1905:SPC WA S     -  AIRWAY BCN 25 NW OF DAYTON               071 59 35.1
 SA1905:UTM  11      -  AIRWAY BCN 25 NW OF DAYTON               074 31 57.1
 SA1905
 SA1905|---------------------------------------------------------------------|
 SA1905| PID    Reference Object                     Distance      Geod. Az  |
 SA1905|                                                           dddmmss.s |
 SA1905| SA1902 AIRWAY BCN 25 NW OF DAYTON          APPROX. 6.1 KM 0734037.5 |
 SA1905| CF4622 CARPENTER AZ MK                                    2051211.1 |
 SA1905| CF4623 CARPENTER RM 1                       19.152 METERS 25646     |
 SA1905| CF4624 CARPENTER RM 2                       17.258 METERS 33449     |
 SA1905|---------------------------------------------------------------------|
 SA1905
 SA1905                          SUPERSEDED SURVEY CONTROL
 SA1905
 SA1905  NAD 83(1991)-  46 22 28.72896(N)    118 10 54.14773(W) AD(       ) 3
 SA1905  NAD 83(1986)-  46 22 28.73400(N)    118 10 54.13952(W) AD(       ) 3
 SA1905  NAD 27      -  46 22 29.23271(N)    118 10 50.29476(W) AD(       ) 3
 SA1905  NGVD 29 (07/19/86)  668.2    (m)         2192.     (f) VERT ANG       
 SA1905
 SA1905.Superseded values are not recommended for survey control.
 SA1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1905.See file dsdata.txt to determine how the superseded data were derived.
 SA1905
 SA1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0911736353(NAD 83)
 SA1905_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1905
 SA1905  HISTORY     - Date     Condition        Report By
 SA1905  HISTORY     - 1964     MONUMENTED       CGS
 SA1905  HISTORY     - 1971     SEE DESCRIPTION  LOCSUR
 SA1905
 SA1905                          STATION DESCRIPTION
 SA1905
 SA1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 SA1905'THE STATION IS IN A CULTIVATED FIELD AND ON THE HIGHEST POINT OF A
 SA1905'NORTH-SOUTH RIDGE ABOUT 7-1/4 MILES NORTH-NORTHWEST OF WAITSBURG, 8
 SA1905'MILES NORTHEAST OF PRESCOTT AND 3-1/2 MILES WEST-NORTHWEST OF ALTO.
 SA1905'
 SA1905'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PRESCOTT, GO NORTH
 SA1905'FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAY 124.  TURN RIGHT
 SA1905'AND GO EAST ON STATE HIGHWAY 124 FOR 0.4 MILE TO A PAVED SIDE ROAD ON
 SA1905'THE LEFT, TURN LEFT ON THE PAVED ROAD AND GO NORTH AND NORTHEAST
 SA1905'FOR 5.0 MILES TO A FORK AT SIGN VIRGIL CARPENTER (AND OTHERS).  TAKE
 SA1905'THE RIGHT FORK, GRAVELED ROAD FOR 3.5 MILES TO A GRAVELED SIDE
 SA1905'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST FOR 0.8 MILE TO WHERE
 SA1905'THE ROAD MAKES A SHARP CURVE TO THE RIGHT AT A WIRE GATE ON THE
 SA1905'LEFT.  TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON THE
 SA1905'ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.  PASS THROUGH GATE AND
 SA1905'GO 0.4 MILE NORTH ACROSS CULTIVATED FIELD TO THE HIGHEST POINT AND
 SA1905'THE STATION.
 SA1905'
 SA1905'THE STATION MARK IS A STANDARD DISK, STAMPED CARPENTER 1964, SET IN
 SA1905'THE TOP OF A 12 INCH SQUARE CONCRETE POST 20 INCHES BELOW THE
 SA1905'GROUND SURFACE.  IT IS 46 FEET EAST OF THE WEST EDGE OF A BLUFF
 SA1905'AND 10 FEET WEST OF THE CENTER OF THE TOP OF THE RIDGE.
 SA1905'
 SA1905'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARPENTER NO 1 1964,
 SA1905'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 SA1905'IT IS 51 FEET WEST OF THE CENTER OF THE TOP OF THE RIDGE, 1.4 FEET
 SA1905'NORTH OF A METAL WITNESS POST, 1 FOOT EAST OF THE EDGE OF THE
 SA1905'BLUFF AND ABOUT 4 FEET LOWER THAN THE STATION.
 SA1905'
 SA1905'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARPENTER NO 2 1964,
 SA1905'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 SA1905'IT IS 67 FEET WEST OF THE CENTER OF THE TOP OF THE RIDGE, 1.6 FEET
 SA1905'NORTH OF A METAL WITNESS POST, 1 FOOT EAST OF THE EDGE OF THE
 SA1905'BLUFF AND AT ABOUT 3 FEET LOWER THAN THE STATION.
 SA1905'
 SA1905'AZIMUTH MARK IS A STANDARD DISK, STAMPED CARPENTER 1964, SET IN
 SA1905'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 SA1905'27 FEET SOUTH OF THE CENTERLINE OF GRAVELED ROAD, 9 FEET EAST OF AN
 SA1905'EAST GATE POST, 5.9 FEET NORTHWEST OF A TELEPHONE POLE, 1.9 FEET
 SA1905'SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 SA1905
 SA1905                          STATION RECOVERY (1971)
 SA1905
 SA1905'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971 (AJL)
 SA1905'CARPENTER 1964 TRIANGULATION STATION MONUMENT AND BOTH R.M.S ARE
 SA1905'OK.
 SA1905'
 SA1905'SAME IS TRUE FOR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2995 ***********************************************************************
 SY2995  DESIGNATION -  CARR
 SY2995  PID         -  SY2995
 SY2995  STATE/COUNTY-  WA/PIERCE
 SY2995  USGS QUAD   -  FOX ISLAND (1994)
 SY2995
 SY2995                         *CURRENT SURVEY CONTROL
 SY2995  ___________________________________________________________________
 SY2995* NAD 83(1991)-  47 19 08.25668(N)    122 43 55.81255(W)     ADJUSTED  
 SY2995* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY2995  ___________________________________________________________________
 SY2995  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 SY2995  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 SY2995
 SY2995  HORZ ORDER  -  SECOND
 SY2995
 SY2995.The horizontal coordinates were established by classical geodetic methods
 SY2995.and adjusted by the National Geodetic Survey in December 1991..
 SY2995
 SY2995.The orthometric height was scaled from a topographic map.
 SY2995
 SY2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2995
 SY2995.The geoid height was determined by GEOID03.
 SY2995
 SY2995;                    North         East     Units Scale Factor Converg.
 SY2995;SPC WA S     -   223,099.732   331,266.111   MT  0.99999674   -1 37 17.2
 SY2995;SPC WA S     -   731,953.04  1,086,828.90   sFT  0.99999674   -1 37 17.2
 SY2995;SPC WA N     -    37,234.018   356,452.782   MT  1.00003868   -1 24 49.4
 SY2995;SPC WA N     -   122,158.61  1,169,462.17   sFT  1.00003868   -1 24 49.4
 SY2995;UTM  10      - 5,240,644.768   520,240.419   MT  0.99960503   +0 11 48.8
 SY2995
 SY2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2995!SPC WA S     -   1.00000336  x   0.99999674  =   1.00000010
 SY2995!SPC WA N     -   1.00000336  x   1.00003868  =   1.00004204
 SY2995!UTM  10      -   1.00000336  x   0.99960503  =   0.99960839
 SY2995
 SY2995|---------------------------------------------------------------------|
 SY2995| PID    Reference Object                     Distance      Geod. Az  |
 SY2995|                                                           dddmmss.s |
 SY2995| CE3440 CARR RM                              11.200 METERS 30722     |
 SY2995|---------------------------------------------------------------------|
 SY2995
 SY2995                          SUPERSEDED SURVEY CONTROL
 SY2995
 SY2995  NAD 83(1986)-  47 19 08.25190(N)    122 43 55.82287(W) AD(       ) 2
 SY2995  NAD 27      -  47 19 08.90900(N)    122 43 51.33900(W) AD(       ) 2
 SY2995
 SY2995.Superseded values are not recommended for survey control.
 SY2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2995.See file dsdata.txt to determine how the superseded data were derived.
 SY2995
 SY2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2024040645(NAD 83)
 SY2995_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2995
 SY2995  HISTORY     - Date     Condition        Report By
 SY2995  HISTORY     - 1935     MONUMENTED       CGS
 SY2995  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY2995
 SY2995                          STATION DESCRIPTION
 SY2995
 SY2995'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2995'STATION IS LOCATED ON THE W SHORE OF CARR INLET, ABOUT 3 MILES N
 SY2995'OF VON GELDERN COVE, AND ABOUT OPPOSITE OF CUTTS ISLAND.  STATION
 SY2995'IS ON LOW, SANDY SPIT MAKING OFF THE WOODED SHORE, AND IS ABOUT
 SY2995'30 METERS FROM THIS MAIN SHORE.  STATION MONUMENT IS ABOVE THE
 SY2995'HIGH HIGH-WATER MARK AND PROJECTS ABOUT 4 INCHES ABOVE THE SANDY
 SY2995'BEACH.  AT HIGH TIDES THERE IS A SMALL, SALT-WATER LAGOON BACK
 SY2995'OF SAND SPIT.
 SY2995'
 SY2995'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY2995'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY2995'
 SY2995'REFERENCE MARK IS BACK OF STATION ON SAME SAND SPIT.
 SY2995
 SY2995                          STATION RECOVERY (1966)
 SY2995
 SY2995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2995'STATION MARK AND THE REFERENCE MARK NOT FOUND.  THERE IS VERY
 SY2995'LITTLE LEFT OF THE SAND SPIT, AND ACCORDING TO A RESIDENT, ONLY
 SY2995'EIGHT YEARS AGO THE SAND SPIT RAN MUCH FARTHER NORTH.  IT IS
 SY2995'ASSUMED BOTH MARKS HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1702 ***********************************************************************
 TR1702  DESIGNATION -  CARR 2
 TR1702  PID         -  TR1702
 TR1702  STATE/COUNTY-  WA/JEFFERSON
 TR1702  USGS QUAD   -  PORT TOWNSEND SOUTH (1981)
 TR1702
 TR1702                         *CURRENT SURVEY CONTROL
 TR1702  ___________________________________________________________________
 TR1702* NAD 83(1991)-  48 02 48.93794(N)    122 52 25.66071(W)     ADJUSTED  
 TR1702* NAVD 88     -         2.52   (+/-2cm)       8.3    (feet)  VERTCON   
 TR1702  ___________________________________________________________________
 TR1702  LAPLACE CORR-         -12.54  (seconds)                    DEFLEC99
 TR1702  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 TR1702
 TR1702  HORZ ORDER  -  THIRD
 TR1702  VERT ORDER  -  THIRD ? (See Below)
 TR1702
 TR1702.The horizontal coordinates were established by classical geodetic methods
 TR1702.and adjusted by the National Geodetic Survey in December 1991..
 TR1702
 TR1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1702.The vertical order pertains to the NGVD 29 superseded value.
 TR1702
 TR1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1702
 TR1702.The geoid height was determined by GEOID03.
 TR1702
 TR1702;                    North         East     Units Scale Factor Converg.
 TR1702;SPC WA N     -   118,416.169   347,894.490   MT  0.99994302   -1 31 09.0
 TR1702;SPC WA N     -   388,503.71  1,141,383.84   sFT  0.99994302   -1 31 09.0
 TR1702;UTM  10      - 5,321,523.714   509,405.810   MT  0.99960109   +0 05 37.9
 TR1702
 TR1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1702!SPC WA N     -   1.00000297  x   0.99994302  =   0.99994599
 TR1702!UTM  10      -   1.00000297  x   0.99960109  =   0.99960406
 TR1702
 TR1702:                Primary Azimuth Mark                     Grid Az
 TR1702:SPC WA N     -  GIBB 2                                   157 49 26.9
 TR1702:UTM  10      -  GIBB 2                                   156 12 40.0
 TR1702
 TR1702|---------------------------------------------------------------------|
 TR1702| PID    Reference Object                     Distance      Geod. Az  |
 TR1702|                                                           dddmmss.s |
 TR1702| TR1698 GIBB 2                              APPROX. 1.1 KM 1561817.9 |
 TR1702| CF7666 CARR 2 RM 1                          34.997 METERS 21715     |
 TR1702| CF7667 CARR 2 RM 2                          16.863 METERS 27357     |
 TR1702|---------------------------------------------------------------------|
 TR1702
 TR1702                          SUPERSEDED SURVEY CONTROL
 TR1702
 TR1702  NAD 83(1986)-  48 02 48.93707(N)    122 52 25.66693(W) AD(       ) 3
 TR1702  NAD 27      -  48 02 49.60900(N)    122 52 21.04500(W) AD(       ) 3
 TR1702  NGVD 29 (07/19/86)    1.45   (m)            4.8    (f) LEVELING    3  
 TR1702
 TR1702.Superseded values are not recommended for survey control.
 TR1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1702.See file dsdata.txt to determine how the superseded data were derived.
 TR1702
 TR1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0940621524(NAD 83)
 TR1702_MARKER: Z = SEE DESCRIPTION
 TR1702_SETTING: 0 = UNSPECIFIED SETTING
 TR1702
 TR1702  HISTORY     - Date     Condition        Report By
 TR1702  HISTORY     - 1955     MONUMENTED       USE
 TR1702  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR1702  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TR1702
 TR1702                          STATION DESCRIPTION
 TR1702
 TR1702'DESCRIBED BY US ENGINEERS 1955 (LSB)
 TR1702'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF PORT TOWNSEND ON
 TR1702'CARR POINT.  IT IS ON THE WEST SIDE OF PORT DISCOVERY BAY, AND ON
 TR1702'THE PROPERTY OWNED BY MR. JOHNSON AND MR. GUNSTONE.
 TR1702'
 TR1702'TO REACH FROM THE POST OFFICE IN GARDINER, GO EASTERLY ON U.S.
 TR1702'HIGHWAY 101 FOR 2.0 MILES TO A ROAD LEFT AT A BARROW PIT.  TURN LEFT
 TR1702'AND GO NORTHERLY FOR 0.2 MILE, CROSSING THE OLD HIGHWAY, TO THE
 TR1702'RAILROAD TRACKS.  CONTINUE FOR 0.2 MILE ON A PRIVATE ROAD TO FORKS.
 TR1702'TURN RIGHT AND GO 0.2 MILE TO THE BEACH AND THE STATION.
 TR1702'
 TR1702'THE STATION MARK IS A STANDARD U.S. ENGINEERS DISK STAMPED CARR 2.
 TR1702'IT IS SET IN A SQUARE CONCRETE POST PROJECTING 10 INCHES ABOVE THE
 TR1702'GROUND.  THE MARK IS 30 FEET NORTHWEST OF THE HIGH WATER LINE, AND 9
 TR1702'FEET NORTH OF A WHITE WITNESS POST.
 TR1702'
 TR1702'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CARR 2 NO 1 1955.  IT IS
 TR1702'WELDED TO THE TOP OF A 2-1/2 INCH CAST IRON SOIL PIPE REINFORCED
 TR1702'WITH CONCRETE, AND PROJECTS 6 INCHES ABOVE THE GROUND.  THE MARK IS
 TR1702'9 FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND 3 FEET NORTHEAST OF
 TR1702'A DISCONNECTED TELEPHONE POLE THAT IS 14 FEET HIGH.
 TR1702'
 TR1702'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CARR 2 NO 2 1955.  IT IS
 TR1702'WELDED TO THE TOP OF A 2-1/2 INCH CAST IRON SOIL PIPE REINFORCED
 TR1702'WITH CONCRETE, AND PROJECTS 6 INCHES ABOVE THE GROUND.
 TR1702'
 TR1702'AN AZIMUTH MARK WAS NOT SET FOR THE STATION.
 TR1702
 TR1702                          STATION RECOVERY (1967)
 TR1702
 TR1702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WFF)
 TR1702'RECOVERED AS DESCRIBED, NO SEARCH WAS MADE FOR REFERENCE MARKS.
 TR1702
 TR1702                          STATION RECOVERY (1970)
 TR1702
 TR1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 TR1702'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1702'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 TR1702'
 TR1702'THE STATION IS ABOUT 10 MILES EAST OF SEQUIM, 7 MILES SOUTHWEST OF
 TR1702'PORT TOWNSEND, ON CONTRACTORS POINT (FORMERLY CARR POINT), ON THE
 TR1702'WESTERN SIDE OF PORT DISCOVERY (ALSO CALLED DISCOVERY BAY) IN
 TR1702'SECTION 36, T 30 N, R 2 W.
 TR1702'
 TR1702'TO REACH THE STATION FROM THE POST OFFICE IN GARDINER, (WHICH IS
 TR1702'ABOUT 10 MILES SOUTHEAST OF SEQUIM ON U.S. HIGHWAY 101), GO
 TR1702'EASTERLY ON U.S. HIGHWAY 101 FOR 2.0 MILES TO A CROSSROAD AT THE
 TR1702'BEGINNING OF A CURVE, TURN LEFT, GO 0.15 MILE TO THE OLD HIGHWAY
 TR1702'AND A RAILROAD TRACK.  CONTINUE STRAIGHT ACROSS BOTH AND GO 0.2
 TR1702'MILE TO A Y, KEEP RIGHT 0.1 MILE TO A WOODEN DOCK ABOUT 100 YARDS
 TR1702'EAST OF A LARGE HOUSE.  CONTINUE NORTHEAST ON THE TRACK ROAD ALONG
 TR1702'THE TOP OF A DYKE FOR 0.1 MILE TO A POINT WHERE THE ROAD AND DYKE
 TR1702'CURVE LEFT AND THE STATION ABOUT 30 YARDS FARTHER OUT ON THE POINT.
 TR1702'
 TR1702'THE STATION MARK, STAMPED CARR 2 IS A CORPS OF ENGINEERS, U.S. ARMY
 TR1702'DISK SET IN A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.
 TR1702'IT IS 85 FEET NORTHEAST OF THE CENTER OF THE ROAD ON THE DYKE, 50
 TR1702'YARDS SOUTHWEST OF THE TIP OF THE POINT AND 10 FEET NORTHWEST OF
 TR1702'THE DRIFTLOGS AT THE HIGH WATER LINE ON THE SOUTHEASTERN SIDE OF
 TR1702'THE POINT.
 TR1702'
 TR1702'REFERENCE MARK NO. 1, STAMPED CARR 2 NO 1 1955, IS A STANDARD DISK
 TR1702'ON A 2 1/2-INCH PIPE WHICH PROJECTS 6 INCHES.  IT IS 9 FEET
 TR1702'NORTHWEST OF THE CENTER OF THE ROAD, 2 FEET NORTHEAST OF A SHORT,
 TR1702'DISCONNECTED TELEPHONE POLE ON THE INSIDE OF THE CURVE IN THE ROAD
 TR1702'AND DYKE.
 TR1702'
 TR1702'REFERENCE MARK NO. 2, STAMPED CARR 2 NO 2 1955, IS A STANDARD DISK ON
 TR1702'A 2 1/2-INCH PIPE WHICH PROJECTS 6 INCHES.  IT IS 44 FEET NORTHEAST
 TR1702'OF THE CENTER OF THE ROAD ON THE DYKE AND IN THE APPROXIMATE CENTER
 TR1702'OF THE SAND SPIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1704 ***********************************************************************
 TR1704  DESIGNATION -  CARR USE 1911
 TR1704  PID         -  TR1704
 TR1704  STATE/COUNTY-  WA/JEFFERSON
 TR1704  USGS QUAD   -  PORT TOWNSEND SOUTH (1981)
 TR1704
 TR1704                         *CURRENT SURVEY CONTROL
 TR1704  ___________________________________________________________________
 TR1704* NAD 83(1991)-  48 02 48.66052(N)    122 52 27.16013(W)     ADJUSTED  
 TR1704* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1704  ___________________________________________________________________
 TR1704  LAPLACE CORR-         -12.56  (seconds)                    DEFLEC99
 TR1704  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 TR1704
 TR1704  HORZ ORDER  -  THIRD
 TR1704
 TR1704.The horizontal coordinates were established by classical geodetic methods
 TR1704.and adjusted by the National Geodetic Survey in December 1991..
 TR1704
 TR1704.The orthometric height was scaled from a topographic map.
 TR1704
 TR1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1704
 TR1704.The geoid height was determined by GEOID03.
 TR1704
 TR1704;                    North         East     Units Scale Factor Converg.
 TR1704;SPC WA N     -   118,408.427   347,863.222   MT  0.99994302   -1 31 10.1
 TR1704;SPC WA N     -   388,478.31  1,141,281.25   sFT  0.99994302   -1 31 10.1
 TR1704;UTM  10      - 5,321,515.098   509,374.783   MT  0.99960108   +0 05 36.8
 TR1704
 TR1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1704!SPC WA N     -   1.00000304  x   0.99994302  =   0.99994606
 TR1704!UTM  10      -   1.00000304  x   0.99960108  =   0.99960412
 TR1704
 TR1704:                Primary Azimuth Mark                     Grid Az
 TR1704:SPC WA N     -  EAGLE USE 1920                           298 07 40.6
 TR1704:UTM  10      -  EAGLE USE 1920                           296 30 53.7
 TR1704
 TR1704|---------------------------------------------------------------------|
 TR1704| PID    Reference Object                     Distance      Geod. Az  |
 TR1704|                                                           dddmmss.s |
 TR1704| TR1727 EAGLE USE 1920                      APPROX. 4.5 KM 2963630.5 |
 TR1704|---------------------------------------------------------------------|
 TR1704
 TR1704                          SUPERSEDED SURVEY CONTROL
 TR1704
 TR1704  NAD 83(1986)-  48 02 48.65966(N)    122 52 27.16636(W) AD(       ) 3
 TR1704  NAD 27      -  48 02 49.33200(N)    122 52 22.54300(W) AD(       ) 3
 TR1704
 TR1704.Superseded values are not recommended for survey control.
 TR1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1704.See file dsdata.txt to determine how the superseded data were derived.
 TR1704
 TR1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0937521515(NAD 83)
 TR1704
 TR1704  HISTORY     - Date     Condition        Report By
 TR1704  HISTORY     - 1920     MONUMENTED       USE
 TR1704  HISTORY     - 1952     SEE DESCRIPTION  USGS
 TR1704  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR1704
 TR1704                          STATION DESCRIPTION
 TR1704
 TR1704'DESCRIBED BY US ENGINEERS 1920
 TR1704'ESTABLISHED OCTOBER 1911.  SITUATED ON CARR POINT, PORT DISCOVERY.
 TR1704'IT IS ON THE N SIDE OF POINT, ABOUT 50 FEET FROM END.  ELEVATION
 TR1704'ABOVE 9 FEET ABOVE MEAN LOW WATER.
 TR1704'
 TR1704'MARKED WITH STANDARD CONCRETE MONUMENT AND SIGNAL.
 TR1704
 TR1704                          STATION RECOVERY (1952)
 TR1704
 TR1704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 TR1704'TOP OF CONCRETE POST SNAPPED OFF, BASE STILL IN POSITION.
 TR1704
 TR1704                          STATION RECOVERY (1967)
 TR1704
 TR1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WFF)
 TR1704'RECOVERED AS DESCRIBED, NO SEARCH WAS MADE FOR REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5270 ***********************************************************************
 SY5270  DESIGNATION -  CARROLL
 SY5270  PID         -  SY5270
 SY5270  STATE/COUNTY-  WA/KITSAP
 SY5270  USGS QUAD   -  BREMERTON EAST (1981)
 SY5270
 SY5270                         *CURRENT SURVEY CONTROL
 SY5270  ___________________________________________________________________
 SY5270* NAD 83(1991)-  47 35 04.18681(N)    122 34 12.44137(W)     ADJUSTED  
 SY5270* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5270  ___________________________________________________________________
 SY5270  LAPLACE CORR-         -12.82  (seconds)                    DEFLEC99
 SY5270  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SY5270
 SY5270  HORZ ORDER  -  SECOND
 SY5270
 SY5270.The horizontal coordinates were established by classical geodetic methods
 SY5270.and adjusted by the National Geodetic Survey in December 1991..
 SY5270
 SY5270.The orthometric height was scaled from a topographic map.
 SY5270
 SY5270.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5270
 SY5270.The geoid height was determined by GEOID03.
 SY5270
 SY5270;                    North         East     Units Scale Factor Converg.
 SY5270;SPC WA N     -    66,459.645   369,367.206   MT  0.99998531   -1 17 35.1
 SY5270;SPC WA N     -   218,043.02  1,211,832.24   sFT  0.99998531   -1 17 35.1
 SY5270;UTM  10      - 5,270,209.919   532,323.534   MT  0.99961284   +0 19 02.5
 SY5270
 SY5270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5270!SPC WA N     -   1.00000328  x   0.99998531  =   0.99998859
 SY5270!UTM  10      -   1.00000328  x   0.99961284  =   0.99961612
 SY5270
 SY5270:                Primary Azimuth Mark                     Grid Az
 SY5270:SPC WA N     -  PHELANS BARN CUPOLA                      021 30 46.8
 SY5270:UTM  10      -  PHELANS BARN CUPOLA                      019 54 09.2
 SY5270
 SY5270|---------------------------------------------------------------------|
 SY5270| PID    Reference Object                     Distance      Geod. Az  |
 SY5270|                                                           dddmmss.s |
 SY5270| SY5221 PHELANS BARN CUPOLA                 APPROX. 0.9 KM 0201311.7 |
 SY5270| SY5194 PHELANS CUPOLA                      APPROX. 0.8 KM 0213833.2 |
 SY5270| CF7250 CARROLL RM 2                          6.187 METERS 10912     |
 SY5270| CF7252 CARROLL WM                                         11245     |
 SY5270| CF7249 CARROLL RM 1                         31.547 METERS 17225     |
 SY5270| SY5293 WATERMAN POINT LIGHT                 16.998 METERS 25809     |
 SY5270| CF7251 CARROLL RM 3                          5.883 METERS 27422     |
 SY5270| SY5283 YAH                                 APPROX. 2.1 KM 3074025.7 |
 SY5270| SY5189 GIBSONS DOCK HOUSE                  APPROX. 1.9 KM 3433750.0 |
 SY5270|---------------------------------------------------------------------|
 SY5270
 SY5270                          SUPERSEDED SURVEY CONTROL
 SY5270
 SY5270  NAD 83(1986)-  47 35 04.18092(N)    122 34 12.44745(W) AD(       ) 2
 SY5270  NAD 27      -  47 35 04.83300(N)    122 34 07.96800(W) AD(       ) 2
 SY5270
 SY5270.Superseded values are not recommended for survey control.
 SY5270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5270.See file dsdata.txt to determine how the superseded data were derived.
 SY5270
 SY5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3232470210(NAD 83)
 SY5270
 SY5270  HISTORY     - Date     Condition        Report By
 SY5270  HISTORY     - 1880     MONUMENTED       CGS
 SY5270  HISTORY     - 1900     SEE DESCRIPTION  CGS
 SY5270  HISTORY     - 1915     SEE DESCRIPTION  CGS
 SY5270  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY5270  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5270  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY5270  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY5270
 SY5270                          STATION DESCRIPTION
 SY5270
 SY5270'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (EE)
 SY5270'THE POINT ON WHICH THIS SIGNAL STANDS IS VERY PROMINENT, COMMANDING
 SY5270'AN EXTENSIVE VIEW OF PORT ORCHARD, AS WELL AS HALF OF RICHS PASSAGE.
 SY5270'
 SY5270'DISTANCE TO THE POINT GLOVER OF C.S. CHART IS ABOUT 1 NAUTICAL
 SY5270'MILE, BEARING NW.
 SY5270'
 SY5270'IMMEDIATE LOCATION OF SIGNAL IS ON ROCKY POINT 15 FEET FROM
 SY5270'EXTREME W END.  22 FEET FROM EDGE OF BANK IN NORTHERLY
 SY5270'DIRECTION.  LAND ABOUT SIGNAL IS LEVEL AND ABOUT 5 FEET ABOVE
 SY5270'HIGH-WATER MARK.
 SY5270'
 SY5270'THE ROCK IS AN EXTREMELY FUSIBLE SANDSTONE, EASILY WORKED WITH A
 SY5270'PICK-AXE.  THE EDGE OF FOLIAGE ON POINT WHITE AND FOLIAGE OF
 SY5270'PROMINENT POINT 4 MILES N ON MAINLAND ARE IN RANGE.
 SY5270'
 SY5270'A HOLE 1-1/2 FEET DEEP WAS MADE IN SANDSTONE FOR GRANITE BOULDER,
 SY5270'WHICH MARKED THE CENTER.  REFERENCE STUBS AS FOLLOWS--1 BEARING
 SY5270'N.  1 BEARING S.  THE THIRD E BY S, EACH DISTANT 6 FEET FROM
 SY5270'CENTER.  COPPER NAIL IN EACH STUB.  NE, DISTANT 52.1 FEET, A
 SY5270'17-INCH FIR TREE WAS BLAZED WITH A TRIANGLE AND MARKED WITH
 SY5270'COPPER NAIL.  SE, A 20-INCH TREE WAS SIMILARLY MARKED.  THERE ARE
 SY5270'THREE 12-INCH FIR TREES ON EDGE OF BANK, WHICH ARE OUTSIDE OF
 SY5270'LINE TO GLOVER.
 SY5270
 SY5270                          STATION RECOVERY (1900)
 SY5270
 SY5270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1900 (WGA)
 SY5270'SIGNAL STILL STANDING.  FOUND THE BLAZED TREE CALLED SE IN OLD
 SY5270'DESCRIPTION.  TOOK CAREFUL BEARING, MADE DIRECTION SE BY E 1/4 E,
 SY5270'DISTANT 55.7 FEET.  RE-CUT OLD BLAZE, AND, AS PART OF TREE WAS
 SY5270'DEAD, MADE NEW ONE LOWER DOWN, COPPER NAIL IN CENTER.  TREE
 SY5270'BEARING NE AND WITNESS STUBS GONE.  A 6-INCH FIR TREE BEARING E,
 SY5270'DISTANT 21 FEET WAS BLAZED WITH A TRIANGLE AND COPPER NAIL
 SY5270'DRIVEN IN CENTER.  NEW WITNESS STUBS WERE SET, 1 E, AND 1
 SY5270'N, EACH DISTANT 6 FEET WITH COPPER NAIL IN CENTER.
 SY5270
 SY5270                          STATION RECOVERY (1915)
 SY5270
 SY5270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1915 (CGQ)
 SY5270'MARKED STATION ANEW WITH A STANDARD PENALTY DISK TRIANGULATION
 SY5270'STATION MARKER.
 SY5270'
 SY5270'REFERENCE MARKS ARE AS FOLLOW--
 SY5270'
 SY5270'REFERENCE MARK NO.1--A STANDARD C. AND G.S. REFERENCE MARK, ARROW
 SY5270'TOWARD STATION, SET IN A BLOCK OF CONCRETE 1 FOOT SQUARE AND FLUSH
 SY5270'WITH SURFACE.
 SY5270'
 SY5270'REFERENCE MARK NO.2--A TRIANGULAR BLAZE (OLD) CUT IN A PINE TREE
 SY5270'JUST BACK OF STATION.  TREE 1 FOOT DIAMETER.
 SY5270'
 SY5270'REFERENCE MARK NO.3--AN ARROW CUT INTO THE ROCKY SANDSTONE LEDGE
 SY5270'IN FRONT OF STATION.  A DRILL HOLE IN TAIL OF ARROW.
 SY5270
 SY5270                          STATION RECOVERY (1933)
 SY5270
 SY5270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HBC)
 SY5270'STATION RECOVERED AS DESCRIBED.  REFERENCE MARKS NOS.1 AND 2 ONLY
 SY5270'RECOVERED.
 SY5270
 SY5270                          STATION RECOVERY (1934)
 SY5270
 SY5270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5270'STATION RECOVERED AS DESCRIBED.
 SY5270'
 SY5270'ADD FOLLOWING CORRECTIONS--
 SY5270'
 SY5270'DUE TO EROSION OF SHORELINE, STATION IS NOW 1 FOOT FROM WESTERN
 SY5270'EDGE OF BANK AND 10 FEET FROM NORTHERN EDGE OF BANK.  STATION
 SY5270'WILL PROBABLY BE LOST WITHIN A YEAR OR TWO AT PRESENT RATE OF
 SY5270'EROSION.  STATION IS 46.48 FEET FROM NEAREST EDGE OF THE LIGHT
 SY5270'HOUSE ON THIS POINT AND 13.90 FEET FROM NW CORNER OF CONCRETE
 SY5270'ABUTMENT THAT BRIDGE TO LIGHT HOUSE RESTS ON.
 SY5270'
 SY5270'REFERENCE MARK NO.3 LOST DUE TO EROSION.  REFERENCE MARK NO. 2,
 SY5270'BLAZE RENEWED.
 SY5270'
 SY5270'DISKS STAMPED CARROLL 1880.
 SY5270
 SY5270                          STATION RECOVERY (1953)
 SY5270
 SY5270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WNH)
 SY5270'STATION RECOVERED.  RENEWED THE BLAZE IN THE FIR TREE FOR REFERENCE
 SY5270'MARK 2.
 SY5270
 SY5270                          STATION RECOVERY (1965)
 SY5270
 SY5270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5270'THE STATION WAS NOT RECOVERED.  MEASUREMENTS PUT THE POINT ON THE
 SY5270'EDGE OF THE BANK.  A LOCAL LAND SURVEYOR SAYS THE MARK FELL OFF
 SY5270'THE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1340 ***********************************************************************
 SC1340  DESIGNATION -  CARROLLS POINT 2
 SC1340  PID         -  SC1340
 SC1340  STATE/COUNTY-  WA/COWLITZ
 SC1340  USGS QUAD   -  KALAMA (1990)
 SC1340
 SC1340                         *CURRENT SURVEY CONTROL
 SC1340  ___________________________________________________________________
 SC1340* NAD 83(1991)-  46 04 14.52410(N)    122 52 04.51102(W)     ADJUSTED  
 SC1340* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SC1340  ___________________________________________________________________
 SC1340  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 SC1340  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SC1340
 SC1340  HORZ ORDER  -  THIRD
 SC1340
 SC1340.The horizontal coordinates were established by classical geodetic methods
 SC1340.and adjusted by the National Geodetic Survey in December 1991..
 SC1340
 SC1340.The orthometric height was scaled from a topographic map.
 SC1340
 SC1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1340
 SC1340.The geoid height was determined by GEOID03.
 SC1340
 SC1340;                    North         East     Units Scale Factor Converg.
 SC1340;SPC WA S     -    84,707.758   316,842.715   MT  0.99995464   -1 43 12.2
 SC1340;SPC WA S     -   277,912.04  1,039,508.14   sFT  0.99995464   -1 43 12.2
 SC1340;SPC OR N     -   269,837.853 2,316,829.684   MT  1.00001875   -1 40 45.5
 SC1340;SPC OR N     -   885,294.79  7,601,147.26   iFT  1.00001875   -1 40 45.5
 SC1340;UTM  10      - 5,101,911.401   510,214.247   MT  0.99960128   +0 05 42.4
 SC1340
 SC1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1340!SPC WA S     -   1.00000183  x   0.99995464  =   0.99995647
 SC1340!SPC OR N     -   1.00000183  x   1.00001875  =   1.00002058
 SC1340!UTM  10      -   1.00000183  x   0.99960128  =   0.99960311
 SC1340
 SC1340|---------------------------------------------------------------------|
 SC1340| PID    Reference Object                     Distance      Geod. Az  |
 SC1340|                                                           dddmmss.s |
 SC1340| CE2995 CARROLLS POINT 2 RM 1                11.520 METERS 12143     |
 SC1340| SC1326 GOBLE POINT 2                       APPROX. 6.0 KM 1854502.1 |
 SC1340| CE2996 CARROLLS POINT 2 RM 2                 8.800 METERS 18658     |
 SC1340| SC1334 4 SPIKES USE                        APPROX. 2.8 KM 1905944.1 |
 SC1340| SC1349 CARROLLS UPPER DIKE DOLPHIN         APPROX. 1.8 KM 1920330.4 |
 SC1340| SC1330 DOBELBOWER UP DIKE LT DOLPHIN       APPROX. 2.4 KM 1954303.3 |
 SC1340| SC1353 CARROLLS DIKE LIGHT DOLPHIN         APPROX. 1.8 KM 1975856.7 |
 SC1340| SC1495 DOL                                 APPROX. 1.8 KM 2042035.9 |
 SC1340| SC1465 PRESCOTT CLARK/WILS LUMBER STK      APPROX. 2.6 KM 2182732.6 |
 SC1340| SC1490 DIKE 42.0 WEST END DOLPHIN          APPROX. 1.5 KM 2193418.7 |
 SC1340| SC1456 PRESCOTT CLARK/WILS LUMBER TK       APPROX. 2.6 KM 2205433.6 |
 SC1340| SC1486 CARROLLS LOWER DIKE DOLPHIN         APPROX. 1.3 KM 2332327.3 |
 SC1340| SC1482 DIKE 42.4 WEST END DOLPHIN          APPROX. 1.3 KM 2464919.2 |
 SC1340| SC1479 COTTONWOOD IS UPPER F RANGE LT      APPROX. 1.4 KM 2575733.4 |
 SC1340| SC1484 COTTONWOOD IS LOWER R RNG LT        APPROX. 1.1 KM 2635657.9 |
 SC1340| SC1436 RAILROAD TANK                       APPROX. 2.3 KM 2664032.2 |
 SC1340| SC1472 COTTONWOOD IS UPPER DIKE LIGHT      APPROX. 1.5 KM 2732943.3 |
 SC1340| SC1476 COTTONWOOD IS LOWER F RNG LT        APPROX. 1.4 KM 2750949.4 |
 SC1340| SC1408 DOBELBOWER LIGHT DOLPHIN            APPROX. 3.9 KM 2923451.3 |
 SC1340| SC1391 COTTONWOOD IS MID DIKE LT DOLP      APPROX. 2.2 KM 2925942.5 |
 SC1340| SC1389 RAINIER BAR LOW DIKE E END LT       APPROX. 4.2 KM 3062506.2 |
 SC1340| SC1392 DIKE 44.2 EAST END DOLPHIN          APPROX. 3.4 KM 3082752.7 |
 SC1340| SC1461 LOG RAFT DOLPHIN                    APPROX. 2.7 KM 3213207.2 |
 SC1340| SC1496 CLIMB                               APPROX. 1.5 KM 3294632.0 |
 SC1340|---------------------------------------------------------------------|
 SC1340
 SC1340                          SUPERSEDED SURVEY CONTROL
 SC1340
 SC1340  NAD 83(1991)-  46 04 14.52410(N)    122 52 04.51103(W) AD(       ) 3
 SC1340  NAD 83(1986)-  46 04 14.54031(N)    122 52 04.50624(W) AD(       ) 3
 SC1340  NAD 27      -  46 04 15.13077(N)    122 52 00.11632(W) AD(       ) 3
 SC1340
 SC1340.Superseded values are not recommended for survey control.
 SC1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1340.See file dsdata.txt to determine how the superseded data were derived.
 SC1340
 SC1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES1021401911(NAD 83)
 SC1340_MARKER: Z = SEE DESCRIPTION
 SC1340_SETTING: 0 = UNSPECIFIED SETTING
 SC1340
 SC1340  HISTORY     - Date     Condition        Report By
 SC1340  HISTORY     - 1937     MONUMENTED       CGS
 SC1340  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1340  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SC1340
 SC1340                          STATION DESCRIPTION
 SC1340
 SC1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1340'STATION IS ABOUT 2.5 MILES SE OF THE CONFLUENCE OF THE
 SC1340'COWLITZ AND COLUMBIA RIVERS, NEAR THE END OF THE RIDGE ENDING
 SC1340'IN WHAT IS KNOWN AS CARROLS BLUFF, ABOUT 100 METERS S AND E OF
 SC1340'THE RAILROAD WAY STATION CARROLLS, ON THE ROUNDING OFF OF THE
 SC1340'RIDGE AND ABOUT 3 METERS FROM THE EDGE OF THE RAILROAD CUT, AND
 SC1340'ABOUT 100 FEET ABOVE THE RIVER.
 SC1340'
 SC1340'STATION MARK IS A STANDARD DISK STAMPED CARROLLS PT. 2 1937,
 SC1340'CEMENTED INTO A 4-FOOT LENGTH OF 4-INCH CAST-IRON SOIL PIPE,
 SC1340'PROJECTING ABOUT 3 INCHES ABOVE GROUND.  UNDERGROUND MARK IS A
 SC1340'STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED IN NOTE 7A.
 SC1340'
 SC1340'REFERENCE MARKS WERE SIMILARLY MARKED.
 SC1340
 SC1340                          STATION RECOVERY (1949)
 SC1340
 SC1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1340'A THOROUGH SEARCH IN THE AREA INDICATED IN 1937 REVEALED NO
 SC1340'TRACE OF THE STATION.  IT WAS FOUND THAT THE RAILROAD WAY
 SC1340'STATION HAS BEEN TAKEN DOWN, THAT THE RAILROAD TRACKS HAVE BEEN
 SC1340'SHIFTED W ABOUT 20 FEET, WHILE HIGHWAY CONSTRUCTION HAS CUT
 SC1340'BACK ABOUT 50 FEET INTO THE EMBANKMENT FORMERLY OVERLOOKING
 SC1340'THE RAILROAD TRACKS.  IT IS BELIEVED THAT THE STATION HAS
 SC1340'BEEN DESTROYED.
 SC1340
 SC1340                          STATION RECOVERY (1962)
 SC1340
 SC1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 SC1340'A SEARCH WAS MADE FOR THIS STATION.  THERE HAS BEEN RECENT
 SC1340'CONSTRUCTION IN THIS AREA AND IT IS BELIEVED THAT THIS STATION
 SC1340'WAS DESTROYED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1349 ***********************************************************************
 SC1349  DESIGNATION -  CARROLLS UPPER DIKE DOLPHIN
 SC1349  PID         -  SC1349
 SC1349  STATE/COUNTY-  WA/COWLITZ
 SC1349  USGS QUAD   -  KALAMA (1990)
 SC1349
 SC1349                         *CURRENT SURVEY CONTROL
 SC1349  ___________________________________________________________________
 SC1349* NAD 83(1991)-  46 03 17.47266(N)    122 52 22.01613(W)     ADJUSTED  
 SC1349* NAVD 88     -                                                        
 SC1349  ___________________________________________________________________
 SC1349  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 SC1349  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SC1349
 SC1349  HORZ ORDER  -  THIRD
 SC1349
 SC1349.The horizontal coordinates were established by classical geodetic methods
 SC1349.and adjusted by the National Geodetic Survey in December 1991..
 SC1349
 SC1349
 SC1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1349
 SC1349.The geoid height was determined by GEOID03.
 SC1349
 SC1349;                    North         East     Units Scale Factor Converg.
 SC1349;SPC WA S     -    82,958.432   316,413.735   MT  0.99995714   -1 43 24.9
 SC1349;SPC WA S     -   272,172.79  1,038,100.73   sFT  0.99995714   -1 43 24.9
 SC1349;SPC OR N     -   268,088.116 2,316,401.924   MT  1.00001441   -1 40 57.9
 SC1349;SPC OR N     -   879,554.19  7,599,743.85   iFT  1.00001441   -1 40 57.9
 SC1349;UTM  10      - 5,100,149.990   509,841.025   MT  0.99960119   +0 05 29.8
 SC1349
 SC1349                          SUPERSEDED SURVEY CONTROL
 SC1349
 SC1349  NAD 83(1991)-  46 03 17.47265(N)    122 52 22.01613(W) AD(       ) 4
 SC1349  NAD 83(1986)-  46 03 17.48862(N)    122 52 22.01138(W) AD(       ) 4
 SC1349  NAD 27      -  46 03 18.07854(N)    122 52 17.62174(W) AD(       ) 3
 SC1349
 SC1349.Superseded values are not recommended for survey control.
 SC1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1349.See file dsdata.txt to determine how the superseded data were derived.
 SC1349
 SC1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0984100150(NAD 83)
 SC1349
 SC1349  HISTORY     - Date     Condition        Report By
 SC1349  HISTORY     - 1937     MONUMENTED       CGS
 SC1349  HISTORY     - 1949     GOOD             CGS
 SC1349  HISTORY     - 1951     GOOD             CGS
 SC1349  HISTORY     - 20040418 MARK NOT FOUND   USPSQD
 SC1349
 SC1349                          STATION DESCRIPTION
 SC1349
 SC1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1349'THIS STATION IS ONE OF THE CENTERS OF HIGHER PILES RISING FROM
 SC1349'MIDDLE OF 7-PILE DOLPHINS, THE LATTERS SITUATED AT DESIGNATED ENDS
 SC1349'OF THE DIKES.
 SC1349
 SC1349                          STATION RECOVERY (1949)
 SC1349
 SC1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1349'STATION IS THE CENTER AND HIGHEST PILE OF A 7-PILE DOLPHIN,
 SC1349'LOCATED ABOUT 0.8 MILE W OF PRESCOTT, ABOUT 1.0 MILE S OF CARROLLS
 SC1349'BLUFF, AND ABOUT 50 METERS W OF THE E SHORELINE OF THE COLUMBIA
 SC1349'RIVER.  A BOARD WITH THE STENCILED NUMERALS 42.2 IS NAILED TO
 SC1349'THE DOLPHIN.
 SC1349
 SC1349                          STATION RECOVERY (1951)
 SC1349
 SC1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC1349'THE DOLPHIN REMAINS IN FAIR CONDITION.
 SC1349
 SC1349                          STATION RECOVERY (2004)
 SC1349
 SC1349'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC1349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3886 ***********************************************************************
 RD3886  DESIGNATION -  CARRUTHERS
 RD3886  PID         -  RD3886
 RD3886  STATE/COUNTY-  WA/COWLITZ
 RD3886  USGS QUAD   -  DEER ISLAND (1990)
 RD3886
 RD3886                         *CURRENT SURVEY CONTROL
 RD3886  ___________________________________________________________________
 RD3886* NAD 83(1991)-  45 53 05.57302(N)    122 47 07.30219(W)     ADJUSTED  
 RD3886* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3886  ___________________________________________________________________
 RD3886  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 RD3886  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 RD3886
 RD3886  HORZ ORDER  -  THIRD
 RD3886
 RD3886.The horizontal coordinates were established by classical geodetic methods
 RD3886.and adjusted by the National Geodetic Survey in December 1991..
 RD3886
 RD3886.The orthometric height was scaled from a topographic map.
 RD3886
 RD3886.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3886
 RD3886.The geoid height was determined by GEOID03.
 RD3886
 RD3886;                    North         East     Units Scale Factor Converg.
 RD3886;SPC WA S     -    63,874.636   322,628.388   MT  0.99998871   -1 39 36.3
 RD3886;SPC WA S     -   209,562.03  1,058,489.97   sFT  0.99998871   -1 39 36.3
 RD3886;SPC OR N     -   249,008.278 2,322,630.054   MT  0.99997277   -1 37 14.7
 RD3886;SPC OR N     -   816,956.29  7,620,177.34   iFT  0.99997277   -1 37 14.7
 RD3886;UTM  10      - 5,081,279.551   516,654.371   MT  0.99960341   +0 09 14.8
 RD3886
 RD3886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3886!SPC WA S     -   1.00000286  x   0.99998871  =   0.99999157
 RD3886!SPC OR N     -   1.00000286  x   0.99997277  =   0.99997563
 RD3886!UTM  10      -   1.00000286  x   0.99960341  =   0.99960627
 RD3886
 RD3886:                Primary Azimuth Mark                     Grid Az
 RD3886:SPC WA S     -  BALSAM                                   162 19 07.3
 RD3886:SPC OR N     -  BALSAM                                   162 16 45.7
 RD3886:UTM  10      -  BALSAM                                   160 30 16.2
 RD3886
 RD3886|---------------------------------------------------------------------|
 RD3886| PID    Reference Object                     Distance      Geod. Az  |
 RD3886|                                                           dddmmss.s |
 RD3886| RD3981 BALSAM                              APPROX. 1.7 KM 1603931.0 |
 RD3886| RD3899 SAWMILL STACK                       APPROX. 1.8 KM 2942751.9 |
 RD3886|---------------------------------------------------------------------|
 RD3886
 RD3886                          SUPERSEDED SURVEY CONTROL
 RD3886
 RD3886  NAD 83(1991)-  45 53 05.57302(N)    122 47 07.30218(W) AD(       ) 3
 RD3886  NAD 83(1986)-  45 53 05.59221(N)    122 47 07.29965(W) AD(       ) 3
 RD3886  NAD 27      -  45 53 06.17700(N)    122 47 02.92800(W) AD(       ) 3
 RD3886
 RD3886.Superseded values are not recommended for survey control.
 RD3886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3886.See file dsdata.txt to determine how the superseded data were derived.
 RD3886
 RD3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1665481280(NAD 83)
 RD3886
 RD3886  HISTORY     - Date     Condition        Report By
 RD3886  HISTORY     - 1878     FIRST OBSERVED   CGS
 RD3886  HISTORY     - 1937     MARK NOT FOUND   CGS
 RD3886
 RD3886                          STATION DESCRIPTION
 RD3886
 RD3886'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3886'THIS STATION IS LOCATED NEAR THE COLUMBIA RIVER AND COASTS OF OREGON
 RD3886'AND NORTHERN CALIFORNIA, IT IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5419 ***********************************************************************
 SY5419  DESIGNATION -  CARSON
 SY5419  PID         -  SY5419
 SY5419  STATE/COUNTY-  WA/KITSAP
 SY5419  USGS QUAD   -  POULSBO (1981)
 SY5419
 SY5419                         *CURRENT SURVEY CONTROL
 SY5419  ___________________________________________________________________
 SY5419* NAD 83(1991)-  47 43 46.55658(N)    122 44 37.57744(W)     ADJUSTED  
 SY5419* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5419  ___________________________________________________________________
 SY5419  LAPLACE CORR-         -14.51  (seconds)                    DEFLEC99
 SY5419  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 SY5419
 SY5419  HORZ ORDER  -  SECOND
 SY5419
 SY5419.The horizontal coordinates were established by classical geodetic methods
 SY5419.and adjusted by the National Geodetic Survey in December 1991..
 SY5419
 SY5419.The orthometric height was scaled from a topographic map.
 SY5419
 SY5419.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5419
 SY5419.The geoid height was determined by GEOID03.
 SY5419
 SY5419;                    North         East     Units Scale Factor Converg.
 SY5419;SPC WA N     -    82,896.815   356,709.195   MT  0.99996509   -1 25 20.5
 SY5419;SPC WA N     -   271,970.63  1,170,303.42   sFT  0.99996509   -1 25 20.5
 SY5419;UTM  10      - 5,286,278.783   519,213.152   MT  0.99960454   +0 11 22.6
 SY5419
 SY5419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5419!SPC WA N     -   1.00000284  x   0.99996509  =   0.99996793
 SY5419!UTM  10      -   1.00000284  x   0.99960454  =   0.99960738
 SY5419
 SY5419:                Primary Azimuth Mark                     Grid Az
 SY5419:SPC WA N     -  KEYPORT DOCK FIRING TOWER                023 22 51.4
 SY5419:UTM  10      -  KEYPORT DOCK FIRING TOWER                021 46 08.3
 SY5419
 SY5419|---------------------------------------------------------------------|
 SY5419| PID    Reference Object                     Distance      Geod. Az  |
 SY5419|                                                           dddmmss.s |
 SY5419| SY5415 KEYPORT DOCK FIRING TOWER           APPROX. 0.7 KM 0215730.9 |
 SY5419| CF7253 CARSON RM 1                          33.043 METERS 08148     |
 SY5419| CF7254 CARSON RM 2                          27.338 METERS 13551     |
 SY5419| SY5504 CURRANT 2                           APPROX. 2.2 KM 3262746.8 |
 SY5419|---------------------------------------------------------------------|
 SY5419
 SY5419                          SUPERSEDED SURVEY CONTROL
 SY5419
 SY5419  NAD 83(1986)-  47 43 46.55323(N)    122 44 37.58366(W) AD(       ) 2
 SY5419  NAD 27      -  47 43 47.21900(N)    122 44 33.01300(W) AD(       ) 2
 SY5419
 SY5419.Superseded values are not recommended for survey control.
 SY5419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5419.See file dsdata.txt to determine how the superseded data were derived.
 SY5419
 SY5419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1921386279(NAD 83)
 SY5419_MARKER: Z = SEE DESCRIPTION
 SY5419_SETTING: 0 = UNSPECIFIED SETTING
 SY5419
 SY5419  HISTORY     - Date     Condition        Report By
 SY5419  HISTORY     - 1964     MONUMENTED       CGS
 SY5419  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY5419  HISTORY     - 1979     MARK NOT FOUND   AME
 SY5419
 SY5419                          STATION DESCRIPTION
 SY5419
 SY5419'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY5419'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF HOOD CANAL ON THE
 SY5419'FIRST GRAVEL POINT SOUTHWEST OF THE KEYPORT DOCK AREA KNOWN LOCALLY
 SY5419'AS CARLSON POINT.  THE STATION IS A STANDARD DISK STAMPED CARSON
 SY5419'1964 SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING 3
 SY5419'INCHES ABOVE THE GROUND.  IT IS NEAR THE NORTHWEST TIP OF THE POINT,
 SY5419'90 FEET WEST OF A 4-LEGGED WOODEN LOOKOUT TOWER, 31 FEET EAST OF A
 SY5419'6-INCH SQUARE CONCRETE POST SUPPORTING A TRIANGULAR SHAPED RANGE
 SY5419'TARGET AND 15 FEET SOUTH OF THE STORM HIGH WATER LINE.
 SY5419'
 SY5419'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CARSON NO 1 1964 SET IN
 SY5419'THE CONCRETE FOOTING OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND
 SY5419'ABOUT 1 FOOT ABOVE THE GROUND.
 SY5419'
 SY5419'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CARSON NO 2 1964 SET IN
 SY5419'THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 SY5419'ABOVE THE GROUND.  IT IS IN THE EYE OF, AND 15 FEET EAST OF, THE
 SY5419'CENTERLINE OF A DIRT ROAD THAT LOOPS AROUND THE END OF THE POINT, 112
 SY5419'FEET SOUTHEAST OF THE CONCRETE POST SUPPORTING THE RANGE TARGET AND
 SY5419'97.1 FEET NORTH OF THE CHIMNEY OF A CONCRETE BARBECUE PIT.
 SY5419
 SY5419                          STATION RECOVERY (1969)
 SY5419
 SY5419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GFT)
 SY5419'STATION CARSON WAS NOT RECOVERED AS DESCRIBED, DUE TO THE FACT THAT A
 SY5419'WHITE TRANSIT SHED, 6 FT X 8 FT, HAS BEEN BUILT IN THE VICINITY OF
 SY5419'THE STATION.  THE NAVY HAS SINCE VERIFIED THAT THE SHED WAS BUILT
 SY5419'OVER THE MARK.
 SY5419'
 SY5419'REFERENCE MARK 1 WAS RECOVERED.  IT IS A STANDARD DISK STAMPED CARSON
 SY5419'NO 1 1964 SET IN THE EXISTING CONCRETE FOOTING OF A LOOKOUT TOWER
 SY5419'WHICH HAS BEEN TORN DOWN.
 SY5419'
 SY5419'REFERENCE MARK 2 WAS NOT FOUND.
 SY5419
 SY5419                          STATION RECOVERY (1979)
 SY5419
 SY5419'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1979 (TJL)
 SY5419'MARK IS SUPPOSEDLY UNDER A METAL PLATE WHICH IS SET IN CONC. BASE OF
 SY5419'TRANSIT SHED.
 SY5419'
 SY5419'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SUBBASE BANGOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2353 ***********************************************************************
 RC2353  DESIGNATION -  CARSON
 RC2353  PID         -  RC2353
 RC2353  STATE/COUNTY-  WA/SKAMANIA
 RC2353  USGS QUAD   -  CARSON (1994)
 RC2353
 RC2353                         *CURRENT SURVEY CONTROL
 RC2353  ___________________________________________________________________
 RC2353* NAD 83(1991)-  45 43 21.19675(N)    121 50 16.27290(W)     ADJUSTED  
 RC2353* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 RC2353  ___________________________________________________________________
 RC2353  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 RC2353  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RC2353
 RC2353  HORZ ORDER  -  THIRD
 RC2353
 RC2353.The horizontal coordinates were established by classical geodetic methods
 RC2353.and adjusted by the National Geodetic Survey in December 1991..
 RC2353
 RC2353.The orthometric height was scaled from a topographic map.
 RC2353
 RC2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2353
 RC2353.The geoid height was determined by GEOID03.
 RC2353
 RC2353;                    North         East     Units Scale Factor Converg.
 RC2353;SPC WA S     -    44,145.826   395,850.881   MT  1.00002695   -0 58 18.5
 RC2353;SPC WA S     -   144,835.10  1,298,720.77   sFT  1.00002695   -0 58 18.5
 RC2353;SPC OR N     -   229,320.300 2,395,859.568   MT  0.99994129   -0 56 55.6
 RC2353;SPC OR N     -   752,363.19  7,860,431.65   iFT  0.99994129   -0 56 55.6
 RC2353;UTM  10      - 5,063,878.873   590,436.245   MT  0.99970055   +0 49 55.6
 RC2353
 RC2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2353!SPC WA S     -   0.99994115  x   1.00002695  =   0.99996810
 RC2353!SPC OR N     -   0.99994115  x   0.99994129  =   0.99988244
 RC2353!UTM  10      -   0.99994115  x   0.99970055  =   0.99964171
 RC2353
 RC2353:                Primary Azimuth Mark                     Grid Az
 RC2353:SPC WA S     -  WIND MOUNTAIN                            103 22 59.1
 RC2353:SPC OR N     -  WIND MOUNTAIN                            103 21 36.2
 RC2353:UTM  10      -  WIND MOUNTAIN                            101 34 45.0
 RC2353
 RC2353|---------------------------------------------------------------------|
 RC2353| PID    Reference Object                     Distance      Geod. Az  |
 RC2353|                                                           dddmmss.s |
 RC2353| RC2336 WIND MOUNTAIN                       APPROX. 6.5 KM 1022440.6 |
 RC2353| CF4196 CARSON RM 1                           6.227 METERS 16008     |
 RC2353| CF4197 CARSON RM 2                          10.338 METERS 24344     |
 RC2353|---------------------------------------------------------------------|
 RC2353
 RC2353                          SUPERSEDED SURVEY CONTROL
 RC2353
 RC2353  NAD 83(1991)-  45 43 21.19675(N)    121 50 16.27290(W) AD(       ) 3
 RC2353  NAD 83(1986)-  45 43 21.20759(N)    121 50 16.28118(W) AD(       ) 3
 RC2353  NAD 27      -  45 43 21.78700(N)    121 50 12.01400(W) AD(       ) 3
 RC2353
 RC2353.Superseded values are not recommended for survey control.
 RC2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2353.See file dsdata.txt to determine how the superseded data were derived.
 RC2353
 RC2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9043663879(NAD 83)
 RC2353_MARKER: Z = SEE DESCRIPTION
 RC2353_SETTING: 0 = UNSPECIFIED SETTING
 RC2353
 RC2353  HISTORY     - Date     Condition        Report By
 RC2353  HISTORY     - 1938     MONUMENTED       CGS
 RC2353  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2353  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RC2353  HISTORY     - 1974     SEE DESCRIPTION  USGS
 RC2353
 RC2353                          STATION DESCRIPTION
 RC2353
 RC2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RC2353'STATION IS ABOUT 1 MILE N OF THE COLUMBIA RIVER, AND ABOUT 1
 RC2353'MILE W OF CARSON, WASHINGTON, ON A BRUSH AND TIMBER-COVERED
 RC2353'RIDGE.  STATION IS ON TOP OF THE RIDGE AND ABOUT 200 METERS S OF
 RC2353'THE HIGHEST POINT.  STATION IS JUST S OF SOME SMALL FIRS AND ABOUT
 RC2353'100 METERS N OF TALL FIR TREES AND DEAD SNAGS, IN AN AREA COVERED
 RC2353'WITH THICK BRUSH.  THERE IS A 2-FOOT STUMP BY REFERENCE MARK
 RC2353'NO.1 AND A SMALL FIR, LIMBED AT CENTER, NEAR A BROKEN OFF DEAD
 RC2353'SNAG, IS JUST N OF REFERENCE MARK NO.2.
 RC2353'
 RC2353'THE STATION IS MARKED BY A STANDARD DISK SET IN A BOULDER, A
 RC2353'SUBSURFACE MARK (STANDARD DISK SET IN BOULDER AND BURIED 3 FEET),
 RC2353'AND TWO STANDARD REFERENCE MARKS SET IN BOULDERS.  ALL SURFACE
 RC2353'MARKS FLUSH WITH SURFACE.
 RC2353'
 RC2353'STATION CAN BE REACHED BY TRUCK AS FOLLOWS--FROM THE LEGION
 RC2353'POST IN CARSON, WASHINGTON, GO N 0.1 MILE, TO MASON MASONIC HALL,
 RC2353'AND TURN LEFT (OR W) AND GO 0.1 MILE, TURN LEFT, CROSS BRIDGE,
 RC2353'TURN RIGHT AND GO 0.6 MILE.  TAKE LEFT FORK AND GO 0.3 MILE TO
 RC2353'GATE AND OLD ABANDONED HOUSE.  LEAVE TRUCK AND GO W, CROSSING TO
 RC2353'W OF HOUSE, ACROSS OLD BRIDGE, THENCE ACROSS OPEN FIELD AND
 RC2353'CONTINUE STRAIGHT W UP RIDGE, (VERY BRUSHY), KEEPING TO S OF
 RC2353'THE HIGHEST POINT OF THE RIDGE, TO STATION.  WILL PROBABLY BE
 RC2353'DIFFICULT TO RECOVER AFTER OBSERVING STAND DECAYS.
 RC2353
 RC2353                          STATION RECOVERY (1959)
 RC2353
 RC2353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2353'A THOROUGH SEARCH WAS CONDUCTED FOR THIS STATION AND IT WAS NOT
 RC2353'RECOVERED.  THE AREA WHERE THE STATION SITE IS BELIEVED TO BE IS
 RC2353'COVERED WITH A DENSE GROWTH OF BRUSH.  A POWER TRANSMISSION LINE
 RC2353'PASSES THROUGH THE STATION SITE AREA.  THE AREA HAS APPARENTLY
 RC2353'BEEN LOGGED OFF SINCE THE STATION WAS ESTABLISHED.
 RC2353
 RC2353                          STATION RECOVERY (1965)
 RC2353
 RC2353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RC2353'THE STATION AND REFERENCE MARKS WERE RECOVERED.  LANDMARKS HAVE
 RC2353'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RC2353'
 RC2353'TO REACH THE STATION FROM THE CROSS STREET JUST WEST OF THE
 RC2353'CARSON POST OFFICE GO SOUTHWEST ON STATE HIGHWAY 8C FOR 1.0 MILE
 RC2353'TO U.S. HIGHWAY 830, TURN RIGHT AND GO WEST ON U.S. HIGHWAY 830
 RC2353'FOR 0.7 MILE TO A SIDE ROAD RIGHT, JUST AFTER CROSSING THE MOUTH
 RC2353'OF A DRAW, TURN RIGHT AND GO NORTHWEST, UP STEEP GRADE FOR 0.45
 RC2353'MILE TO A FORK, TAKE RIGHT FORK AND GO NORTH FOR 0.35 MILE TO A
 RC2353'TRACK ROAD INTO THE WOODS, TURN LEFT AND GO NORTH ON THE TRACK
 RC2353'ROAD THROUGH THE WOODS FOR 0.4 MILE TO THE POWER LINE, TURN
 RC2353'RIGHT AND GO EASTERLY ON THE TRACK ROAD THAT PARALLELS THE POWER
 RC2353'LINE FOR 0.2 MILE TO THE END OF TRUCK TRAVEL BETWEEN TOWERS 1
 RC2353'AND 2 ALONG LINE 1, MILE 9, FROM HERE PACK NORTH ABOUT 150
 RC2353'FEET TO THE EDGE OF THE CLEARING, THEN CONTINUE NORTH THROUGH
 RC2353'THE WOODS FOR ABOUT 180 FEET TO THE STATION.
 RC2353'
 RC2353'THE STATION MARK, STAMPED CARSON 1938, IS A STANDARD DISK CEMENTED
 RC2353'IN A DRILL HOLE IN A BOULDER, 20 FEET NORTHEAST OF A BLAZED PINE
 RC2353'TREE, 16 FEET SOUTHEAST OF A BLAZED PINE TREE, 2 FEET NORTH OF A
 RC2353'ROCK CAIRN, 2 FEET SOUTH OF A METAL WITNESS POST AND 2 INCHES
 RC2353'BELOW THE SURFACE OF THE GROUND.  (NOTES 2 AND 9)
 RC2353'
 RC2353'REFERENCE MARK NO. 1, STAMPED CARSON NO 1 1938, IS A STANDARD
 RC2353'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS SOUTH-SOUTHEAST
 RC2353'OF THE STATION, 23 FEET SOUTH-SOUTHEAST OF THE WITNESS POST, 23
 RC2353'FEET SOUTHEAST OF A PINE TREE WITH A TRIANGLE BLAZE, 1 FOOT
 RC2353'NORTH OF A ROCK CAIRN AND 2 FEET BELOW STATION ELEVATION.  (NOTE
 RC2353'12C)
 RC2353'
 RC2353'REFERENCE MARK NO. 2, STAMPED CARSON NO 2 1938, IS A STANDARD
 RC2353'DISK CEMENTED IN A DRILL HOLE IN A BOULDER, 35 FEET WEST-SOUTHWEST
 RC2353'OF THE WITNESS POST, 15 FEET WEST OF A PINE TREE WITH A TRIANGLE
 RC2353'BLAZE, 1 FOOT EAST OF A ROCK CAIRN AND 3 FEET BELOW STATION
 RC2353'ELEVATION.  (NOTE 12C)
 RC2353
 RC2353                          STATION RECOVERY (1974)
 RC2353
 RC2353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RC2353'FOUND AS DESCRIBED IN 1939, ALL MARKS IN GOOD CONDITION.  TO
 RC2353'REACH FROM THE POST OFFICE IN CARSON, GO S ON WSH 8C FOR ONE
 RC2353'BLOCK, TURN RIGHT AND FOLLOW CARSON CREEK ROAD FOR 0.5 MILES TO
 RC2353'A HARD RIGHT TURN IN THE MAIN ROAD, CONTINUE STRAIGHT AHEAD ON
 RC2353'A TRACK ROAD AND BEGIN FOUR WHEEL DRIVE TRAVEL, FOLLOW THE TRACK
 RC2353'ROAD FOR 0.1 MI TO THE POWER LINE CLEARING, BEAR RIGHT AND
 RC2353'FOLLOW POWER LINE FOR 0.3 MILES TO BASE OF STEEP HILL AND END
 RC2353'OF TRUCK TRAVEL.  PACK WEST ALONG POWER LINE TO TOP OF RIDGE
 RC2353'AND AN ANGLE POLE IN THE NORTH POWER LINE (THERE IS A METAL TAG
 RC2353'ON THE POLE STAMPED UNDW TAP LINE 1, MILE 9, TOWER 1).  THE
 RC2353'STATION IS 350 FEET NORTH OF THIS ANGLE POLE, 2 FT N OF A CAIRN, 2
 RC2353'FT S OF A METAL WITNESS POST.  THE ENTIRE AREA IS COVERED
 RC2353'WITH HEAVY BRUSH AND TIMBER AND WILL NOT SEE OUT IN ANY
 RC2353'DIRECTION WITHOUT EXTENSIVE CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1864 ***********************************************************************
 TR1864  DESIGNATION -  CART 1956
 TR1864  PID         -  TR1864
 TR1864  STATE/COUNTY-  WA/WHATCOM
 TR1864  USGS QUAD   -  ELIZA ISLAND (1995)
 TR1864
 TR1864                         *CURRENT SURVEY CONTROL
 TR1864  ___________________________________________________________________
 TR1864* NAD 83(1991)-  48 39 03.39502(N)    122 36 36.16203(W)     ADJUSTED  
 TR1864* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 TR1864  ___________________________________________________________________
 TR1864  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 TR1864  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 TR1864
 TR1864  HORZ ORDER  -  THIRD
 TR1864
 TR1864.The horizontal coordinates were established by classical geodetic methods
 TR1864.and adjusted by the National Geodetic Survey in December 1991..
 TR1864
 TR1864.The orthometric height was scaled from a topographic map.
 TR1864
 TR1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1864
 TR1864.The geoid height was determined by GEOID03.
 TR1864
 TR1864;                    North         East     Units Scale Factor Converg.
 TR1864;SPC WA N     -   185,072.444   369,102.305   MT  0.99998555   -1 19 22.1
 TR1864;SPC WA N     -   607,191.84  1,210,963.15   sFT  0.99998555   -1 19 22.1
 TR1864;UTM  10      - 5,388,727.330   528,721.043   MT  0.99961013   +0 17 33.9
 TR1864
 TR1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1864!SPC WA N     -   1.00000199  x   0.99998555  =   0.99998754
 TR1864!UTM  10      -   1.00000199  x   0.99961013  =   0.99961212
 TR1864
 TR1864                          SUPERSEDED SURVEY CONTROL
 TR1864
 TR1864  NAD 83(1986)-  48 39 03.39748(N)    122 36 36.16551(W) AD(       ) 3
 TR1864  NAD 27      -  48 39 04.01400(N)    122 36 31.54800(W) AD(       ) 3
 TR1864
 TR1864.Superseded values are not recommended for survey control.
 TR1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1864.See file dsdata.txt to determine how the superseded data were derived.
 TR1864
 TR1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2872188727(NAD 83)
 TR1864_MARKER: Z = SEE DESCRIPTION
 TR1864_SETTING: 0 = UNSPECIFIED SETTING
 TR1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1864
 TR1864  HISTORY     - Date     Condition        Report By
 TR1864  HISTORY     - 1956     MONUMENTED       CGS
 TR1864  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 TR1864
 TR1864                          STATION DESCRIPTION
 TR1864
 TR1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (KBJ)
 TR1864'0.8 STATUTE MI. FROM THE S END OF LUMMI ID. ALONG THE E SHORE AND
 TR1864'APPROXIMATELY 200 FT. N OF A RANGE LINE FROM ELIZA ROCK LIGHT AND
 TR1864'THE S END OF ELIZA ID.  THE N END OF ELIZA ID. BEARS 38 DEG
 TR1864'MAGNETIC.
 TR1864'
 TR1864'THE STATION IS APPROXIMATELY 60 FT. ABOVE THE HIGH-WATERLINE ON A
 TR1864'ROCKY BLUFF, 15 FT. FROM THE TREE LINE, AND IS MARKED WITH A
 TR1864'STANDARD DISK, STAMPED CART 1956 CEMENTED IN A DRILL HOLE IN
 TR1864'BEDROCK.
 TR1864'
 TR1864'THIS IS A TOPOGRAPHIC STATION.
 TR1864
 TR1864                          STATION RECOVERY (1987)
 TR1864
 TR1864'RECOVERY NOTE BY US POWER SQUADRON 1987 (DW)
 TR1864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1352 ***********************************************************************
 TP1352  DESIGNATION -  CARTER
 TP1352  PID         -  TP1352
 TP1352  STATE/COUNTY-  WA/OKANOGAN
 TP1352  USGS QUAD   -  AENEAS LAKE (1980)
 TP1352
 TP1352                         *CURRENT SURVEY CONTROL
 TP1352  ___________________________________________________________________
 TP1352* NAD 83(1991)-  48 37 37.06023(N)    119 33 51.43797(W)     ADJUSTED  
 TP1352* NAVD 88     -       921.5    (meters)    3023.     (feet)  VERTCON   
 TP1352  ___________________________________________________________________
 TP1352  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 TP1352  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TP1352
 TP1352  HORZ ORDER  -  THIRD
 TP1352
 TP1352.The horizontal coordinates were established by classical geodetic methods
 TP1352.and adjusted by the National Geodetic Survey in December 1991..
 TP1352
 TP1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1352
 TP1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1352
 TP1352.The geoid height was determined by GEOID03.
 TP1352
 TP1352;                    North         East     Units Scale Factor Converg.
 TP1352;SPC WA N     -   181,665.845   593,543.836   MT  0.99998173   +0 56 41.4
 TP1352;SPC WA N     -   596,015.36  1,947,318.40   sFT  0.99998173   +0 56 41.4
 TP1352;UTM  11      - 5,389,162.102   311,052.694   MT  1.00003864   -1 55 29.5
 TP1352
 TP1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1352!SPC WA N     -   0.99985844  x   0.99998173  =   0.99984017
 TP1352!UTM  11      -   0.99985844  x   1.00003864  =   0.99989707
 TP1352
 TP1352|---------------------------------------------------------------------|
 TP1352| PID    Reference Object                     Distance      Geod. Az  |
 TP1352|                                                           dddmmss.s |
 TP1352| CS4687 CARTER RM 1                           9.537 METERS 02602     |
 TP1352| CS4688 CARTER RM 2                           5.711 METERS 11748     |
 TP1352| TP1187 LEMANASKY                           APPROX.13.6 KM 3414222.2 |
 TP1352|---------------------------------------------------------------------|
 TP1352
 TP1352                          SUPERSEDED SURVEY CONTROL
 TP1352
 TP1352  NAD 83(1986)-  48 37 37.06459(N)    119 33 51.43673(W) AD(       ) 3
 TP1352  NGVD 29 (10/02/90)  920.2    (m)         3019.     (f) VERT ANG       
 TP1352
 TP1352.Superseded values are not recommended for survey control.
 TP1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1352.See file dsdata.txt to determine how the superseded data were derived.
 TP1352
 TP1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP1105389162(NAD 83)
 TP1352_MARKER: DS = TRIANGULATION STATION DISK
 TP1352_SETTING: 66 = SET IN ROCK OUTCROP
 TP1352_SP_SET: SET IN ROCK OUTCROP
 TP1352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1352+STABILITY: POSITION/ELEVATION WELL
 TP1352
 TP1352  HISTORY     - Date     Condition        Report By
 TP1352  HISTORY     - 1956     MONUMENTED       USGS
 TP1352  HISTORY     - 1975     GOOD             USGS
 TP1352
 TP1352                          STATION DESCRIPTION
 TP1352
 TP1352'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1352'LOCATED ABOUT 18 MI N. OF OKANOGAN, 8 MI SW. OF TONASKET.  ON
 TP1352'HIGHEST POINT OF WHAT IS KNOWN LOCALLY AS CARTER MOUNTAIN.
 TP1352'
 TP1352'TO REACH FROM RIVERSIDE POST OFFICE, DRIVE 5.7 MI N. ON U.S. HWY.
 TP1352'97 TO PINE CREEK RD. LEFT.  TURN LEFT 1.6 MI TO GRAVEL RD. RIGHT.
 TP1352'TURN RIGHT 0.2 MI TO SIDE RD. RIGHT TO FOREST UTT FARM.  TURN
 TP1352'RIGHT 0.1 MI TO Y-RD.  TURN LEFT 0.2 MI TO Y-RD., CONTINUE LEFT
 TP1352'0.1 MI TO ANOTHER Y-RD.  KEEP LEFT UPHILL 0.5 MI TO RANCH
 TP1352'BUILDINGS, CONTINUE ON RD. PASSING THROUGH POLE CORRAL STAYING
 TP1352'RIGHT ON MAIN-TRAVELED RD. 0.6 MI TO Y DIRECTLY AFTER PASSING
 TP1352'THROUGH WIRE GATE.  TURN RIGHT 1.3 MI TO Y-RD.  TURN LEFT 0.2 MI
 TP1352'TO WHERE RD. COMES INTO SADDLE AND MAKES SHARP BEND RIGHT.  PACK
 TP1352'W. TO HIGHEST PART OF HILL AND STATION.  ABOUT A 20-MINUTE CLIMB.
 TP1352'
 TP1352'STATION MARK--STANDARD TABLET STAMPED---CARTER 1956---, CEMENTED IN
 TP1352'ROCK OUTCROP.
 TP1352'
 TP1352'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN ROCK FLUSH
 TP1352'WITH GROUND.
 TP1352'
 TP1352'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN ROCK FLUSH
 TP1352'WITH GROUND.
 TP1352
 TP1352                          STATION RECOVERY (1975)
 TP1352
 TP1352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP1352'OCCUPIED ONLY TO ESTABLISH ETVA ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1449 ***********************************************************************
 SX1449  DESIGNATION -  CASCADE
 SX1449  PID         -  SX1449
 SX1449  STATE/COUNTY-  WA/KING
 SX1449  USGS QUAD   -  DEVILS SLIDE (1989)
 SX1449
 SX1449                         *CURRENT SURVEY CONTROL
 SX1449  ___________________________________________________________________
 SX1449* NAD 83(1991)-  47 40 34.84079(N)    121 41 27.78157(W)     ADJUSTED  
 SX1449* NAVD 88     -      1129.6    (meters)    3706.     (feet)  VERTCON   
 SX1449  ___________________________________________________________________
 SX1449  LAPLACE CORR-          22.90  (seconds)                    DEFLEC99
 SX1449  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SX1449
 SX1449  HORZ ORDER  -  FIRST
 SX1449
 SX1449.The horizontal coordinates were established by classical geodetic methods
 SX1449.and adjusted by the National Geodetic Survey in December 1991..
 SX1449
 SX1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1449
 SX1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1449
 SX1449.The geoid height was determined by GEOID03.
 SX1449
 SX1449;                    North         East     Units Scale Factor Converg.
 SX1449;SPC WA N     -    75,556.166   435,596.386   MT  0.99997178   -0 38 18.9
 SX1449;SPC WA N     -   247,887.19  1,429,119.14   sFT  0.99997178   -0 38 18.9
 SX1449;UTM  10      - 5,281,158.131   598,250.123   MT  0.99971862   +0 58 04.3
 SX1449
 SX1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1449!SPC WA N     -   0.99982631  x   0.99997178  =   0.99979810
 SX1449!UTM  10      -   0.99982631  x   0.99971862  =   0.99954498
 SX1449
 SX1449:                Primary Azimuth Mark                     Grid Az
 SX1449:SPC WA N     -  CASCADE RM 3                             066 54 49.3
 SX1449:UTM  10      -  CASCADE RM 3                             065 18 26.1
 SX1449
 SX1449|---------------------------------------------------------------------|
 SX1449| PID    Reference Object                     Distance      Geod. Az  |
 SX1449|                                                           dddmmss.s |
 SX1449| CF4200 CASCADE RM 3                                       0661630.4 |
 SX1449| CF4198 CASCADE RM 1                         22.745 METERS 10625     |
 SX1449| SX1448 CASCADE LOT                          33.525 METERS 12831     |
 SX1449| CF4199 CASCADE RM 2                         20.416 METERS 17326     |
 SX1449|---------------------------------------------------------------------|
 SX1449
 SX1449                          SUPERSEDED SURVEY CONTROL
 SX1449
 SX1449  NAD 83(1986)-  47 40 34.83045(N)    121 41 27.78449(W) AD(       ) 1
 SX1449  NAD 27      -  47 40 35.45671(N)    121 41 23.38523(W) AD(       ) 1
 SX1449  NGVD 29 (07/19/86) 1128.4    (m)         3702.     (f) VERT ANG       
 SX1449
 SX1449.Superseded values are not recommended for survey control.
 SX1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1449.See file dsdata.txt to determine how the superseded data were derived.
 SX1449
 SX1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET9825081158(NAD 83)
 SX1449_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1449_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SX1449
 SX1449  HISTORY     - Date     Condition        Report By
 SX1449  HISTORY     - 1973     MONUMENTED       NGS
 SX1449
 SX1449                          STATION DESCRIPTION
 SX1449
 SX1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SX1449'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF SNOQUALMIE,
 SX1449'10-1/2 MILES EAST-NORTHEAST OF CARNATION, 1 MILE SOUTH OF THE
 SX1449'SOUTH FORK OF THE TOLT RIVER STORAGE RESERVOIR AND IN THE SOUTHWEST
 SX1449'QUARTER OF SECTION 5, T25N, R9E.
 SX1449'
 SX1449'TO REACH FROM THE RAILROAD DEPOT IN SNOQUALMIE, GO NORTHERLY ON
 SX1449'RAILROAD AVE FOR 1.05 MILE TO TOKUL RD ON THE RIGHT, TURN SHARP
 SX1449'RIGHT ON TOKUL RD FOR 1.3 MILES TO SE 53 ST ON THE RIGHT, TURN
 SX1449'RIGHT FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT ON SURFACED
 SX1449'ROAD FOR 0.55 MILE TO A CROSSROAD.  TURN LEFT, NORTH, FOR 0.1
 SX1449'MILE TO A LOCKED GATE, CONTINUE NORTHERLY ON MAIN GRAVEL ROAD
 SX1449'FOR 4.0 MILES TO A FORK, KEEP LEFT FORK FOR 3.75 MILES TO A
 SX1449'SIDE ROAD LEFT AND A TANK ON THE RIGHT.  CONTINUE STRAIGHT
 SX1449'AHEAD FOR 1.45 MILES TO A FORK, KEEP RIGHT FORK, SPUR ROAD 30,
 SX1449'FOLLOWING SIGNS, CASCADE L.O. FOR 1.35 MILES TO A 3-WAY FORK,
 SX1449'KEEP CENTER FORK, SPUR ROAD 30, FOR 1.0 MILE TO A FORK, KEEP
 SX1449'LEFT FORK UPHILL ON SPUR ROAD 33 FOR 2.95 MILES TO A FORK, KEEP
 SX1449'RIGHT FORK FOR 0.8 MILE TO A REVERSE FORK ON THE LEFT.  KEEP
 SX1449'RIGHT FORK UPHILL FOR 0.4 MILE TO A FORK, KEEP LEFT FORK FOR
 SX1449'0.4 MILE TO A FORK, KEEP LEFT FORK, ROAD 30 A 5 B, FOR 0.2
 SX1449'MILE TO A FORK.  (TO REACH REFERENCE MARK 3 FROM THIS FORK,
 SX1449'TAKE THE RIGHT FORK, EASTERLY, FOR 0.45 MILE TO A SIDE ROAD
 SX1449'LEFT, TURN LEFT, NORTH, FOR 0.15 MILE TO THE MARK ON THE
 SX1449'RIGHT.) KEEP LEFT FORK, WESTERLY, FOR 0.9 MILE TO THE LOOKOUT
 SX1449'TOWER AND THE STATION ON THE SUMMIT OF THE HILL.
 SX1449'
 SX1449'STATION MARKS ARE STANDARD DISKS STAMPED CASCADE 1973.  THE
 SX1449'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 SX1449'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 SX1449'97.5 FEET WEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 3.5
 SX1449'FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 SX1449'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 42
 SX1449'INCHES BELOW THE GROUND SURFACE.
 SX1449'
 SX1449'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CASCADE NO 1 1973
 SX1449'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 SX1449'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 73.5 FEET EAST
 SX1449'OF THE WITNESS POST AND 39 FEET NORTHWEST OF THE NORTHWEST LEG
 SX1449'OF THE LOOKOUT TOWER.
 SX1449'
 SX1449'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CASCADE NO 2 1973
 SX1449'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 SX1449'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 70 FEET
 SX1449'SOUTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 69.7 FEET
 SX1449'SOUTHEAST OF THE WITNESS POST.
 SX1449'
 SX1449'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CASCADE NO 3 1973
 SX1449'CEMENTED IN A DRILL HOLE IN A BOULDER AND IS FLUSH WITH THE ROCK
 SX1449'SURFACE.  IT IS 43 FEET SOUTH OF A METAL WITNESS POST AND 12 FEET
 SX1449'EAST OF THE APPROXIMATE CENTER OF THE ROAD.
 SX1449'
 SX1449'HEIGHT OF LIGHT ABOVE STATION MARK 22.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1635 ***********************************************************************
 SX1635  DESIGNATION -  CASCADE
 SX1635  PID         -  SX1635
 SX1635  STATE/COUNTY-  WA/DOUGLAS
 SX1635  USGS QUAD   -  WENATCHEE (1987)
 SX1635
 SX1635                         *CURRENT SURVEY CONTROL
 SX1635  ___________________________________________________________________
 SX1635* NAD 83(1998)-  47 27 12.65024(N)    120 18 09.54654(W)     ADJUSTED  
 SX1635* NAVD 88     -       238.2    (meters)     781.     (feet)  GPS OBS   
 SX1635  ___________________________________________________________________
 SX1635  X           -  -2,180,148.395 (meters)                     COMP
 SX1635  Y           -  -3,730,480.463 (meters)                     COMP
 SX1635  Z           -   4,676,165.602 (meters)                     COMP
 SX1635  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 SX1635  ELLIP HEIGHT-         218.63  (meters)          (07/05/01) GPS OBS
 SX1635  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 SX1635
 SX1635  HORZ ORDER  -  FIRST
 SX1635  ELLP ORDER  -  FOURTH    CLASS II
 SX1635
 SX1635.The horizontal coordinates were established by GPS observations
 SX1635.and adjusted by the National Geodetic Survey in July 2001..
 SX1635.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1635.DATUM ITEM on the data sheet items page.
 SX1635
 SX1635.The orthometric height was determined by GPS observations and a
 SX1635.high-resolution geoid model.
 SX1635
 SX1635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1635
 SX1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1635
 SX1635.The ellipsoidal height was determined by GPS observations
 SX1635.and is referenced to NAD 83.
 SX1635
 SX1635.The geoid height was determined by GEOID03.
 SX1635
 SX1635;                    North         East     Units Scale Factor Converg.
 SX1635;SPC WA N     -    50,560.779   540,018.762   MT  1.00000900   +0 23 42.4
 SX1635;SPC WA N     -   165,881.49  1,771,711.55   sFT  1.00000900   +0 23 42.4
 SX1635;UTM  10      - 5,259,090.638   703,319.449   MT  1.00010805   +1 59 16.4
 SX1635
 SX1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1635!SPC WA N     -   0.99996573  x   1.00000900  =   0.99997473
 SX1635!UTM  10      -   0.99996573  x   1.00010805  =   1.00007378
 SX1635
 SX1635                          SUPERSEDED SURVEY CONTROL
 SX1635
 SX1635  NAD 83(1991)-  47 27 12.64905(N)    120 18 09.54727(W) AD(       ) 1
 SX1635  ELLIP H (12/10/93)  218.77   (m)                       GP(       ) 3 2
 SX1635
 SX1635.Superseded values are not recommended for survey control.
 SX1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1635.See file dsdata.txt to determine how the superseded data were derived.
 SX1635
 SX1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0331959091(NAD 83)
 SX1635_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1635_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SX1635_SP_SET: PREFAB CONC. POST IN EARTH
 SX1635_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1635+STABILITY: POSITION/ELEVATION WELL
 SX1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1635+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1993
 SX1635
 SX1635  HISTORY     - Date     Condition        Report By
 SX1635  HISTORY     - UNK      MONUMENTED       RBNF
 SX1635  HISTORY     - 19930406 GOOD             DCPW
 SX1635
 SX1635                          STATION DESCRIPTION
 SX1635
 SX1635'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1635'THE STATION IS APPROXIMATELY 2 MI (3.2 KM) NORTHEAST OF WENATCHEE, WA,
 SX1635'9.5 MI (15.3 KM) SOUTHEAST OF CASHMERE, WA, 18 MI (29.0 KM) SOUTHWEST
 SX1635'OF WATERVILLE, WA, ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SECTION
 SX1635'26, TOWNSHIP 23 NORTH, RANGE 20 EAST, WILLIAMETTE MERIDIAN, DOUGLAS
 SX1635'COUNTY, WA. OWNERSHIP IS DOUGLAS COUNTY ROAD RIGHT-OF-WAY.
 SX1635'TO REACH STATION FROM THE INTERSECTION OF GRANT ROAD AND EASTMONT
 SX1635'AVENUE IN EAST WENATCHEE, WA, GO WEST ON GRANT ROAD FOR 0.4 MI
 SX1635'(0.6 KM) TO THE INTERSECTION OF GRANT ROAD AND STATE HIGHWAY 28. TURN
 SX1635'NORTH, STAYING IN THE RIGHT-MOST LANE THROUGH THE INTERSECTION, AND
 SX1635'CONTINUE NORTH ALONG HIGHWAY 28 (SUNSET AVENUE) FOR 3.3 MI (5.3 KM)
 SX1635'TO THE INTERSECTION OF 29TH STREET NW. TURN WEST ON TO 29TH STREET AND
 SX1635'CONTINUE TRAVELING WEST FOR 0.25 MI (0.40 KM) TO THE STATION AT THE
 SX1635'INTERSECTION OF CASCADE AVENUE.
 SX1635'THE STATION IS A BRASS WIRE SET INTO A PREFABRICATED CONCRETE
 SX1635'CYLINDER, IN A MONUMENT CASE SET IN ASPHALT, MARKING THE INTERSECTION
 SX1635'OF CASCADE AVENUE AND 19TH ST NW. THE MONUMENT IS 0.4 FT (0.1 M)
 SX1635'BELOW THE GRADE OF THE ASPHALT.
 SX1635'THE MONUMENT IS IN THE INTERSECTION OF 29TH STREET AND CASCADE AVENUE,
 SX1635'CENTERLINE WITH BOTH ROADS. 23.0 FT (7.0 M) NORTHWEST OF THE MONUMENT
 SX1635'IS A YELLOW FIRE HYDRANT SURROUNDED BY 3 WHITE CONCRETE PILLARS.
 SX1635'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1635'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1448 ***********************************************************************
 SX1448  DESIGNATION -  CASCADE LOT
 SX1448  PID         -  SX1448
 SX1448  STATE/COUNTY-  WA/KING
 SX1448  USGS QUAD   -  DEVILS SLIDE (1989)
 SX1448
 SX1448                         *CURRENT SURVEY CONTROL
 SX1448  ___________________________________________________________________
 SX1448* NAD 83(1991)-  47 40 34.16473(N)    121 41 26.52412(W)     ADJUSTED  
 SX1448* NAVD 88     -      1129.     (meters)    3704.     (feet)  SCALED    
 SX1448  ___________________________________________________________________
 SX1448  LAPLACE CORR-          22.85  (seconds)                    DEFLEC99
 SX1448  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SX1448
 SX1448  HORZ ORDER  -  THIRD
 SX1448
 SX1448.The horizontal coordinates were established by classical geodetic methods
 SX1448.and adjusted by the National Geodetic Survey in December 1991..
 SX1448
 SX1448.The orthometric height was scaled from a topographic map.
 SX1448
 SX1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1448
 SX1448.The geoid height was determined by GEOID03.
 SX1448
 SX1448;                    North         East     Units Scale Factor Converg.
 SX1448;SPC WA N     -    75,534.996   435,622.380   MT  0.99997180   -0 38 18.0
 SX1448;SPC WA N     -   247,817.73  1,429,204.43   sFT  0.99997180   -0 38 18.0
 SX1448;UTM  10      - 5,281,137.703   598,276.693   MT  0.99971869   +0 58 05.2
 SX1448
 SX1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1448!SPC WA N     -   0.99982637  x   0.99997180  =   0.99979818
 SX1448!UTM  10      -   0.99982637  x   0.99971869  =   0.99954511
 SX1448
 SX1448                          SUPERSEDED SURVEY CONTROL
 SX1448
 SX1448  NAD 83(1986)-  47 40 34.15556(N)    121 41 26.52561(W) AD(       ) 4
 SX1448  NAD 27      -  47 40 34.78050(N)    121 41 22.12811(W) AD(       ) 3
 SX1448
 SX1448.Superseded values are not recommended for survey control.
 SX1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1448.See file dsdata.txt to determine how the superseded data were derived.
 SX1448
 SX1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET9827781138(NAD 83)
 SX1448
 SX1448  HISTORY     - Date     Condition        Report By
 SX1448  HISTORY     - 1973     MONUMENTED       NGS
 SX1448
 SX1448                          STATION DESCRIPTION
 SX1448
 SX1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SX1448'THE STATION IS THE TOP CENTER OF THE CASCADE LOOKOUT TOWER, WHICH
 SX1448'IS ABOUT 11 MILES NORTHEAST OF FALL CITY, 10-1/2 MILES
 SX1448'EAST-NORTHEAST OF CARNATION AND 1 MILE SOUTH OF THE SOUTH FORK TOLT
 SX1448'RIVER STORAGE RESERVOIR.  IT IS ON THE PROPERTY OF THE
 SX1448'WEYERHAUSER COMPANY.  THE TOWER IS MADE OF WOOD AND IS
 SX1448'APPROXIMATELY 70 FEET HIGH.
 SX1448'
 SX1448'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CASCADE
 SX1448'1973, THE DISTANCE BEING 110.01 FEET OR (33.531) METERS SOUTHEAST
 SX1448'OF THE TRIANGULATION STATION.
 SX1448'
 SX1448'TO REACH THE LOOKOUT TOWER REFER TO THE DESCRIPTION TO STATION
 SX1448'CASCADE 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2435 ***********************************************************************
 RC2435  DESIGNATION -  CASCADE RAPIDS UPPER RNG F LT 9
 RC2435  PID         -  RC2435
 RC2435  STATE/COUNTY-  WA/SKAMANIA
 RC2435  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2435
 RC2435                         *CURRENT SURVEY CONTROL
 RC2435  ___________________________________________________________________
 RC2435* NAD 83(1991)-  45 40 07.73588(N)    121 54 22.76748(W)     ADJUSTED  
 RC2435* NAVD 88     -                                                        
 RC2435  ___________________________________________________________________
 RC2435  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 RC2435  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 RC2435
 RC2435  HORZ ORDER  -  THIRD
 RC2435
 RC2435.The horizontal coordinates were established by classical geodetic methods
 RC2435.and adjusted by the National Geodetic Survey in December 1991..
 RC2435
 RC2435
 RC2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2435
 RC2435.The geoid height was determined by GEOID03.
 RC2435
 RC2435;                    North         East     Units Scale Factor Converg.
 RC2435;SPC WA S     -    38,266.438   390,414.639   MT  1.00004135   -1 01 17.6
 RC2435;SPC WA S     -   125,545.81  1,280,885.36   sFT  1.00004135   -1 01 17.6
 RC2435;SPC OR N     -   223,439.243 2,390,426.278   MT  0.99993266   -0 59 50.4
 RC2435;SPC OR N     -   733,068.38  7,842,605.90   iFT  0.99993266   -0 59 50.4
 RC2435;UTM  10      - 5,057,833.323   585,189.555   MT  0.99968922   +0 46 56.5
 RC2435
 RC2435                          SUPERSEDED SURVEY CONTROL
 RC2435
 RC2435  NAD 83(1991)-  45 40 07.73588(N)    121 54 22.76749(W) AD(       ) 4
 RC2435  NAD 83(1986)-  45 40 07.74582(N)    121 54 22.77518(W) AD(       ) 4
 RC2435  NAD 27      -  45 40 08.32200(N)    121 54 18.50500(W) AD(       ) 3
 RC2435
 RC2435.Superseded values are not recommended for survey control.
 RC2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2435.See file dsdata.txt to determine how the superseded data were derived.
 RC2435
 RC2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8519057833(NAD 83)
 RC2435
 RC2435  HISTORY     - Date     Condition        Report By
 RC2435  HISTORY     - 1959     MONUMENTED       CGS
 RC2435
 RC2435                          STATION DESCRIPTION
 RC2435
 RC2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2435'LOCATED ABOUT 0.6 MILE NORTHWEST OF CASCADE LOCKS, OREGON, ABOUT
 RC2435'0.4 MILE NORTH OF THE WEST END OF THE BRIDGE OF THE GODS, ABOUT
 RC2435'100 FEET EAST OF THE SPOKANE PORTLAND AND SEATTLE RAILWAY TRACKS,
 RC2435'ABOUT 40 FEET OFFSHORE IN THE COLUMBIA RIVER, ALONG THE WEST SHORE OF
 RC2435'THE RIVER.
 RC2435'
 RC2435'THE STATION IS A NAVIGATION LIGHT ON THE TOP OF A WHITE, SQUARE
 RC2435'DAYMARK WITH A RED VERTICAL STRIPE.  THE DAYMARK RESTS ON THE UPPER
 RC2435'PORTION OF AN 18-INCH DIAMETER STEEL PILE.
 RC2435'
 RC2435'LISTED AS 1297 IN 1959 PACIFIC COAST LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1197 ***********************************************************************
 SX1197  DESIGNATION -  CASHMERE
 SX1197  PID         -  SX1197
 SX1197  STATE/COUNTY-  WA/CHELAN
 SX1197  USGS QUAD   -  CASHMERE MOUNTAIN (1989)
 SX1197
 SX1197                         *CURRENT SURVEY CONTROL
 SX1197  ___________________________________________________________________
 SX1197* NAD 83(1991)-  47 33 31.13443(N)    120 50 50.26352(W)     ADJUSTED  
 SX1197* NAVD 88     -      2592.     (meters)    8504.     (feet)  SCALED    
 SX1197  ___________________________________________________________________
 SX1197  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 SX1197  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SX1197
 SX1197  HORZ ORDER  -  FIRST
 SX1197
 SX1197.The horizontal coordinates were established by classical geodetic methods
 SX1197.and adjusted by the National Geodetic Survey in December 1991..
 SX1197
 SX1197.The orthometric height was scaled from a topographic map.
 SX1197
 SX1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1197
 SX1197.The geoid height was determined by GEOID03.
 SX1197
 SX1197;                    North         East     Units Scale Factor Converg.
 SX1197;SPC WA N     -    62,111.808   498,949.229   MT  0.99998958   -0 00 37.4
 SX1197;SPC WA N     -   203,778.49  1,636,969.26   sFT  0.99998958   -0 00 37.4
 SX1197;SPC WA S     -   247,418.684   473,861.210   MT  1.00005939   -0 15 08.2
 SX1197;SPC WA S     -   811,739.47  1,554,659.65   sFT  1.00005939   -0 15 08.2
 SX1197;UTM  10      - 5,269,493.323   661,943.573   MT  0.99992229   +1 35 20.3
 SX1197
 SX1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1197!SPC WA N     -   0.99959666  x   0.99998958  =   0.99958624
 SX1197!SPC WA S     -   0.99959666  x   1.00005939  =   0.99965603
 SX1197!UTM  10      -   0.99959666  x   0.99992229  =   0.99951898
 SX1197
 SX1197:                Primary Azimuth Mark                     Grid Az
 SX1197:SPC WA N     -  ICICLE RIDGE FOREST SERV LOT             059 10 22.3
 SX1197:SPC WA S     -  ICICLE RIDGE FOREST SERV LOT             059 24 53.1
 SX1197:UTM  10      -  ICICLE RIDGE FOREST SERV LOT             057 34 24.6
 SX1197
 SX1197|---------------------------------------------------------------------|
 SX1197| PID    Reference Object                     Distance      Geod. Az  |
 SX1197|                                                           dddmmss.s |
 SX1197| SX1196 ICICLE RIDGE FOREST SERV LOT        APPROX. 7.0 KM 0590944.9 |
 SX1197| CF1201 CASHMERE RM 1                        12.228 METERS 14234     |
 SX1197| SX1189 MOUNT STUART                        APPROX.10.2 KM 2040555.3 |
 SX1197| CF1202 CASHMERE RM 2                         3.655 METERS 24415     |
 SX1197| CF1200 CASHMERE AZ MK                                     2784707.8 |
 SX1197|---------------------------------------------------------------------|
 SX1197
 SX1197                          SUPERSEDED SURVEY CONTROL
 SX1197
 SX1197  NAD 83(1986)-  47 33 31.12901(N)    120 50 50.25027(W) AD(       ) 1
 SX1197  NAD 27      -  47 33 31.70100(N)    120 50 45.92400(W) AD(       ) 1
 SX1197
 SX1197.Superseded values are not recommended for survey control.
 SX1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1197.See file dsdata.txt to determine how the superseded data were derived.
 SX1197
 SX1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6194469493(NAD 83)
 SX1197_MARKER: DS = TRIANGULATION STATION DISK
 SX1197_SETTING: 80 = SET IN A BOULDER
 SX1197_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SX1197
 SX1197  HISTORY     - Date     Condition        Report By
 SX1197  HISTORY     - 1940     MONUMENTED       CGS
 SX1197
 SX1197                          STATION DESCRIPTION
 SX1197
 SX1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SX1197'STATION IS LOCATED IN THE WENATCHEE NATIONAL FOREST, ABOUT 10 MILES
 SX1197'WSW OF LEAVENWORTH.
 SX1197'
 SX1197'IT IS ON CASHMERE, OR EIGHT MILE MOUNTAIN, A HIGH, LONE ROCKY PEAK,
 SX1197'ON THE DIVIDE BETWEEN ICICLE CREEK ON THE N, JACK CREEK ON THE W,
 SX1197'AND EIGHT MILE CANYON ON THE E AND S.  IT IS THE HIGHEST PEAK IN THE
 SX1197'VICINITY, EXCEPT THE STUART RANGE ABOUT 6 MILES S, WHICH IS ABOUT
 SX1197'1,000 FEET HIGHER AND COVERED WITH GLACIERS.  THERE ARE SEVERAL SMALL
 SX1197'GLACIERS ON THE N SIDE OF CASHMERE MOUNTAIN.  IT IS ABOUT 20 FEET
 SX1197'LOWER THAN, AND 50 FEET NW OF THE HIGHEST PEAK ON THE MOUNTAIN.
 SX1197'
 SX1197'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 SX1197'BOULDER ON A NARROW RIDGE, AND STAMPED CASHMERE 1940.
 SX1197'
 SX1197'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 SX1197'DRILL HOLES IN OUTCROPPING BEDROCK.
 SX1197'
 SX1197'REFERENCE MARK NO. 1 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 SX1197'SET IN A LEDGE OF ROCK, WHICH IS PART OF THE HIGHEST PEAK.  IT IS
 SX1197'STAMPED CASHMERE NO. 1, 1940.
 SX1197'
 SX1197'REFERENCE MARK NO. 2 IS AT ABOUT THE SAME ELEVATION AS THE STATION,
 SX1197'ON THE S EDGE OF THE RIDGE.  IT IS STAMPED CASHMERE NO. 2, 1940.
 SX1197'
 SX1197'AZIMUTH MARK IS ABOUT 0.25 MILE W OF THE STATION, ON THE HIGHEST
 SX1197'PART OF THE MOST EASTERLY OF TWO PROMINENT PEAKS, JUST W OF A SADDLE
 SX1197'FORMED BY ITSELF AND THE PEAK ON WHICH THE STATION IS LOCATED.
 SX1197'THERE IS A LARGE GLACIER ON THE N SIDE OF THE PEAK AND ABOUT 250
 SX1197'FEET BELOW THE SUMMIT.  IT IS SET IN ROCK AND IS STAMPED CASHMERE
 SX1197'1940.  TO REACH FROM THE STATION, GO W ACROSS SADDLE FOR 0.25 MILE TO
 SX1197'THE SUMMIT OF THE PEAK.
 SX1197'
 SX1197'TO REACH THE STATION FROM LEAVENWORTH, GO W ON STATE HIGHWAY 15 FOR
 SX1197'0.6 MILE TO ITS JUNCTION WITH THE ICICLE CREEK ROAD.  TAKE THE
 SX1197'ICICLE CREEK ROAD AND FOLLOW IT W AND NW FOR 11 MILES TO ITS END AT
 SX1197'THE CHATTER GUARD STATION.  THIS IS THE END OF TRUCK TRAVEL.  FROM
 SX1197'CHATTER GUARD STATION, PACK W UP THE MAIN TRAIL ABOUT 1/4 MILE.
 SX1197'TURN LEFT ACROSS THE TRAIL BRIDGE AND FOLLOW THE TRAIL TO THE RIGHT
 SX1197'ABOUT 1/4 MILE TO THE TROUT CREEK CAMP ON THE S SIDE OF ICICLE
 SX1197'CREEK.  FROM HERE GO LEFT, OR S, ON THE JACK CREEK TRAIL ABOUT 1/2
 SX1197'MILE.  THEN TURN LEFT ON TROUT LAKE TRAIL ABOUT 3-1/2 MILES,
 SX1197'GENERALLY S.  THEN TAKE THE LEFT FORK, THE EIGHT MILE MOUNTAIN TRAIL,
 SX1197'AND GO ABOUT 4 MILES TO THE SUMMIT OF WINDY PASS.  LEAVE THE TRAIL
 SX1197'HERE AND GO NE DOWN ON THE GRASS BENCH AND UP THE SLOPE TO THE NE,
 SX1197'TOWARDS THE PEAK, ABOUT 1 MILE TO THE END OF TRAVEL FOR HORSES.
 SX1197'THEN CONTINUE NE OVER THE LOOSE ROCK AREA TO THE SADDLE.  PASS
 SX1197'AROUND THE N BASE OF THE MAIN PEAK TO THE HOGBACK EXTENDING UP THE
 SX1197'NE SIDE OF THE PEAK.  THEN ASCEND THE STEEP SLIDE UNDER THE W SIDE OF
 SX1197'THE HOG-BACK TO THE SUMMIT.  IT IS ABOUT 0.75 MILE FROM THE END OF
 SX1197'HORSE TRAVEL TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0983 ***********************************************************************
 SB0983  DESIGNATION -  CASTILE
 SB0983  PID         -  SB0983
 SB0983  STATE/COUNTY-  WA/YAKIMA
 SB0983  USGS QUAD   -  CASTILE FALLS (1970)
 SB0983
 SB0983                         *CURRENT SURVEY CONTROL
 SB0983  ___________________________________________________________________
 SB0983* NAD 83(1991)-  46 16 12.22412(N)    121 13 41.00768(W)     ADJUSTED  
 SB0983* NAVD 88     -      1283.6    (meters)    4211.     (feet)  VERTCON   
 SB0983  ___________________________________________________________________
 SB0983  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 SB0983  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 SB0983
 SB0983  HORZ ORDER  -  SECOND
 SB0983
 SB0983.The horizontal coordinates were established by classical geodetic methods
 SB0983.and adjusted by the National Geodetic Survey in December 1991..
 SB0983
 SB0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB0983
 SB0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0983
 SB0983.The geoid height was determined by GEOID03.
 SB0983
 SB0983;                    North         East     Units Scale Factor Converg.
 SB0983;SPC WA S     -   104,375.922   443,882.008   MT  0.99992963   -0 31 43.9
 SB0983;SPC WA S     -   342,440.00  1,456,302.89   sFT  0.99992963   -0 31 43.9
 SB0983;UTM  10      - 5,125,579.825   636,535.604   MT  0.99982916   +1 16 50.2
 SB0983
 SB0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0983!SPC WA S     -   0.99980190  x   0.99992963  =   0.99973155
 SB0983!UTM  10      -   0.99980190  x   0.99982916  =   0.99963110
 SB0983
 SB0983|---------------------------------------------------------------------|
 SB0983| PID    Reference Object                     Distance      Geod. Az  |
 SB0983|                                                           dddmmss.s |
 SB0983| CF4202 CASTILE RM 1                         10.769 METERS 03534     |
 SB0983| CF4203 CASTILE RM 2                         10.628 METERS 15436     |
 SB0983| SB1008 FORKS                               APPROX. 2.5 KM 2481248.0 |
 SB0983|---------------------------------------------------------------------|
 SB0983
 SB0983                          SUPERSEDED SURVEY CONTROL
 SB0983
 SB0983  NAD 83(1991)-  46 16 12.22727(N)    121 13 41.00877(W) AD(       ) 2
 SB0983  NAD 83(1986)-  46 16 12.23929(N)    121 13 40.99585(W) AD(       ) 2
 SB0983  NAD 27      -  46 16 12.80100(N)    121 13 36.73100(W) AD(       ) 2
 SB0983  NGVD 29 (07/19/86) 1282.4    (m)         4207.     (f) VERT ANG       
 SB0983
 SB0983.Superseded values are not recommended for survey control.
 SB0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0983.See file dsdata.txt to determine how the superseded data were derived.
 SB0983
 SB0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS3653625580(NAD 83)
 SB0983_MARKER: DS = TRIANGULATION STATION DISK
 SB0983_SETTING: 66 = SET IN ROCK OUTCROP
 SB0983
 SB0983  HISTORY     - Date     Condition        Report By
 SB0983  HISTORY     - 1946     MONUMENTED       CGS
 SB0983  HISTORY     - 1947     GOOD             CGS
 SB0983
 SB0983                          STATION DESCRIPTION
 SB0983
 SB0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 SB0983'ABOUT 5.5 MILES SOUTHWEST OF THE PANTHER CREEK GUARD STATION,
 SB0983'ABOUT 4.5 MILES WEST NORTHWEST OF THE SIGNAL PEAK GUARD STATION,
 SB0983'ABOUT 3 MILES WEST SOUTHWEST OF THE SWAMP CORRALS, 1 MILE NORTH
 SB0983'OF SWAMP CREEK, ABOUT 0.75 MILE NORTHEAST OF CASTILE CROSSING
 SB0983'(STOCK BRIDGE OVER THE KLICKITAT RIVER), ABOUT 100 FEET WEST OF
 SB0983'THE EDGE OF THE TIMBER AND ABOUT 30 FEET EAST OF THE EDGE OF
 SB0983'THE BLUFF.  IT IS ON A SHARP, ROCKY RIDGE WHICH EXTENDS WEST
 SB0983'FROM THE MAIN CANYON RIM AND OVERLOOKS THE KLICKITAT RIVER.
 SB0983'
 SB0983'TO REACH FROM GLENWOOD.  GO EAST ON THE ROAD WHICH LEADS
 SB0983'TOWARD GOLDENDALE FOR 0.4 MILE, TURN LEFT AND FOLLOW THE MOUNT
 SB0983'ADAMS ROAD NORTHERLY FOR 10.0 MILES, PASS THE COUGER CREEK GUARD
 SB0983'STATION AND CONTINUE NORTH ON THE MAIN TRAVELED ROAD FOR 7.8
 SB0983'MILES, TAKE THE RIGHT HAND ROAD AS PER THE SIGN READING WHITE
 SB0983'SWAN- SIGNAL PEAK AND FOLLOW THE MAIN TRAVELED ROAD EASTERLY FOR
 SB0983'10.3 MILES TO THE SIGNAL PEAK GUARD STATION, CONTINUE STRAIGHT
 SB0983'AHEAD, TOWARD WHITE SWAN, FOR 1.4 MILES, TURN LEFT AND FOLLOW
 SB0983'THE MAIN TRAVELED ROAD NORTH FOR 8.0 MILES, CONTINUE STRAIGHT
 SB0983'AHEAD, NORTH, FOR 0.8 MILES, TURN LEFT AS PER THE SIGN READING
 SB0983'CASTILE HILL, BULLFROG AND GO WEST FOR 0.5 MILE, PASS
 SB0983'THROUGH A BOARD GATE ON THE NORTHEAST SIDE OF A POLE CORRAL
 SB0983'(SWAMP CORRAL) AND CONTINUE SOUTH ON THE MAIN TRAVELED ROAD,
 SB0983'PASSING THROUGH AN OLD SETTLEMENT, FOR 0.15 MILE, TURN RIGHT,
 SB0983'WEST, ONTO A VERY DIM ROAD AND GO 0.05 MILE, PASS THROUGH A
 SB0983'VERY NARROW GATE, KEEP LEFT ON AN OLD ROAD AND TRAIL, FOLLOWING
 SB0983'THE CENTER OF THE SHEEP DRIVEWAY, WESTERLY FOR 1.7 MILES TO A
 SB0983'PLACE IN AN OPEN MEADOW JUST BEFORE REACHING A SIGN READING
 SB0983'DARLING MTN., TURN RIGHT AND FOLLOW THE SHEEP TRAIL THROUGH THE
 SB0983'OPEN TIMBER, WESTERLY, FOR 2.0 MILES TO A POINT WHERE THE TRAIL
 SB0983'STARTS DOWNGRADE NEAR A LOW ROCKCROP.  FROM THIS
 SB0983'POINT BEAR TO THE RIGHT, NORTH, FOLLOWING ALONG THE WEST
 SB0983'SLOPE OF THE RIDGE FOR 0.5 MILE TO THE STATION.
 SB0983'
 SB0983'THE STATION IS A STANDARD DISK, STAMPED CASTILE 1946, SET INTO
 SB0983'A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 4 INCHES.
 SB0983'
 SB0983'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CASTILE NO 1
 SB0983'1946, SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 2 FEET
 SB0983'AND IS ABOUT 3 FEET LOWER THAN THE STATION.  IT IS ON THE NORTH
 SB0983'SLOPE OF THE SPUR RIDGE.
 SB0983'
 SB0983'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CASTILE NO 2
 SB0983'1946, SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 6
 SB0983'INCHES AND IS LEVEL WITH THE STATION.  IT IS 3 FEET EAST OF THE
 SB0983'EDGE OF THE BLUFF.
 SB0983
 SB0983                          STATION RECOVERY (1947)
 SB0983
 SB0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SB0983'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 SB0983'CONDITION AS DESCRIBED.
 SB0983'
 SB0983'THE STATION IS LOCATED IN THE YAKIMA INDIAN RESERVATION ON THE
 SB0983'EAST SIDE OF THE KLICKITAT RIVER, ABOUT 1 MILE NORTH OF SWAMP
 SB0983'CREEK, AND ABOUT 4-1/2 MILES WEST NORTHWEST OF THE SIGNAL PEAK
 SB0983'GUARD STATION OF THE FOREST SERVICE.
 SB0983'
 SB0983'TO REACH THE STATION FROM SIGNAL PEAK GUARD STATION (WHICH IS
 SB0983'ABOUT 30 MILES BY ROAD SOUTHWEST OF WHITE SWAN) GO EASTERLY
 SB0983'TOWARDS WHITE SWAN FOR 1.3 MILES TO A DIRT ROAD LEFT.  TURN LEFT
 SB0983'ONTO DIRT ROAD AND CONTINUE NORTHERLY FOR 7.6 MILES TO A T ROAD
 SB0983'AND SIGN 20 DAY CAMP.  TURN RIGHT AND GO FOR 0.8 MILE TO SEVERAL
 SB0983'FORKS.  TURN SHARP LEFT ON EXTREME LEFT OR SOUTHERLY FORK AS PER
 SB0983'SIGN CASTILE HILL-BULLFROG RIDGE FOR 0.5 MILE TO A GATE ON THE
 SB0983'LEFT JUST BEFORE REACHING A POLE CORRAL.  PASS THROUGH GATE
 SB0983'AND CONTINUE ON MAIN TRACK ROAD THROUGH OLD SETTLEMENT FOR
 SB0983'0.15 MILE TO A DIM TRACK ROAD AROUND FENCE CORNER JUST BEFORE
 SB0983'REACHING A NEW HOUSE.  TURN RIGHT ON DIM TRACKS FOR ABOUT
 SB0983'100 YARDS TO A NARROW GATE.  PASS THROUGH GATE AND TURN LEFT
 SB0983'ON TO TRACK ROAD AND TRAIL FOLLOWING CENTER SHEEP DRIVEWAY SIGNS
 SB0983'SOUTHWESTERLY FOR 0.7 MILE.  KEEP STRAIGHT AHEAD ON LEFT
 SB0983'FORK FOR 0.8 MILE TO WHERE TRACKS BECOME VERY DIM AND JUST
 SB0983'BEFORE REACHING A SIGN DARLING MT.  TURN RIGHT
 SB0983'(WESTERLY) ON TRAIL THROUGH OPEN TIMBER ALONG RIDGE KEEPING
 SB0983'ROUTE MARKED CENTER SHEEP DRIVEWAY FOR 2.0 MILES TO WHERE
 SB0983'TRAIL STARTS DOWN GRADE NEAR SOME OUTCROP AND LARGE BOULDERS.
 SB0983'BEAR SLIGHTLY RIGHT FOLLOWING ALONG RIDGE WESTERLY FOR 0.5 MILE
 SB0983'TO THE EXTREME WEST END OF THE RIDGE AND STATION.
 SB0983'
 SB0983'THE MARK IS A STANDARD BRONZE DISK SET IN OUTCROP PROJECTING
 SB0983'ABOUT 4 INCHES, ABOUT 12 FEET NORTH OF THE SOUTH RIM, AND ABOUT
 SB0983'30 FEET EAST SOUTHEAST OF THE EXTREME NORTHWEST POINT OF THE
 SB0983'RIDGE.  IT IS STAMPED CASTILE 1946.
 SB0983'
 SB0983'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 SB0983'OUTCROP ON THE NORTH RIM, AND IS ABOUT 3-1/2 FEET LOWER THAN THE
 SB0983'STATION.  IT IS STAMPED CASTILE NO 1 1946.
 SB0983'
 SB0983'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 SB0983'OUTCROP ON THE SOUTH RIM, ABOUT 2 FEET HIGHER THAN THE STATION.  IT
 SB0983'IS STAMPED CASTILE NO 2 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2802 ***********************************************************************
 SC2802  CBN         -  This is a Cooperative Base Network Control Station.
 SC2802  DESIGNATION -  CASTLE
 SC2802  PID         -  SC2802
 SC2802  STATE/COUNTY-  WA/COWLITZ
 SC2802  USGS QUAD   -  CASTLE ROCK (1993)
 SC2802
 SC2802                         *CURRENT SURVEY CONTROL
 SC2802  ___________________________________________________________________
 SC2802* NAD 83(1998)-  46 16 59.80315(N)    122 55 07.79444(W)     ADJUSTED  
 SC2802* NAVD 88     -        16.45   (meters)      54.0    (feet)  N HEIGHT  
 SC2802  ___________________________________________________________________
 SC2802  X           -  -2,399,666.316 (meters)                     COMP
 SC2802  Y           -  -3,706,647.465 (meters)                     COMP
 SC2802  Z           -   4,587,061.071 (meters)                     COMP
 SC2802  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 SC2802  ELLIP HEIGHT-          -4.84  (meters)          (07/03/01) GPS OBS
 SC2802  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SC2802  DYNAMIC HT  -          16.45  (meters)      54.0   (feet)  COMP
 SC2802  MODELED GRAV-     980,714.4   (mgal)                       NAVD 88
 SC2802  OBS GRAVITY -     980,721.6   (mgal)                       GRAV_OBS
 SC2802
 SC2802  HORZ ORDER  -  B
 SC2802  VERT ORDER  -  THIRD
 SC2802  ELLP ORDER  -  FIFTH     CLASS I
 SC2802
 SC2802.The horizontal coordinates were established by GPS observations
 SC2802.and adjusted by the National Geodetic Survey in July 2001..
 SC2802.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC2802.DATUM ITEM on the data sheet items page.
 SC2802
 SC2802.The orthometric height was determined by differential leveling
 SC2802.and adjusted by the National Geodetic Survey in October 1996..
 SC2802.The height was determined by precise leveling from only one NSRS
 SC2802.bench mark.  This was not adequate "tie leveling" to NSRS and was
 SC2802.allowed ONLY to validate the GPS-derived height.
 SC2802
 SC2802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2802
 SC2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2802
 SC2802.The ellipsoidal height was determined by GPS observations
 SC2802.and is referenced to NAD 83.
 SC2802
 SC2802.The geoid height was determined by GEOID03.
 SC2802
 SC2802.The dynamic height is computed by dividing the NAVD 88
 SC2802.geopotential number by the normal gravity value computed on the
 SC2802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC2802.degrees latitude (g = 980.6199 gals.).
 SC2802
 SC2802.The modeled gravity was interpolated from observed gravity values.
 SC2802.The observed gravity was obtained from relative gravimeter ties
 SC2802.to the IGSN71 gravity network.
 SC2802
 SC2802;                    North         East     Units Scale Factor Converg.
 SC2802;SPC WA S     -   108,443.738   313,630.366   MT  0.99992840   -1 45 25.3
 SC2802;SPC WA S     -   355,785.83  1,028,968.96   sFT  0.99992840   -1 45 25.3
 SC2802;UTM  10      - 5,125,525.678   506,252.891   MT  0.99960048   +0 03 31.2
 SC2802
 SC2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2802!SPC WA S     -   1.00000076  x   0.99992840  =   0.99992916
 SC2802!UTM  10      -   1.00000076  x   0.99960048  =   0.99960124
 SC2802
 SC2802                          SUPERSEDED SURVEY CONTROL
 SC2802
 SC2802  NAD 83(1991)-  46 16 59.80165(N)    122 55 07.79554(W) AD(       ) B
 SC2802  ELLIP H (05/29/91)   -4.68   (m)                       GP(       ) 4 1
 SC2802  NGVD 29 (??/??/??)   15.41   (m)           50.6    (f) N HEIGHT    3  
 SC2802
 SC2802.Superseded values are not recommended for survey control.
 SC2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2802.See file dsdata.txt to determine how the superseded data were derived.
 SC2802
 SC2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0625325526(NAD 83)
 SC2802_MARKER: DH = HORIZONTAL CONTROL DISK
 SC2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2802_SP_SET: CONCRETE POST
 SC2802_STAMPING: CASTLE 1990
 SC2802_MARK LOGO: NGS   
 SC2802_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2802+STABILITY: SURFACE MOTION
 SC2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2802+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1990
 SC2802
 SC2802  HISTORY     - Date     Condition        Report By
 SC2802  HISTORY     - 1989     MONUMENTED       NGS
 SC2802  HISTORY     - 19901102 GOOD
 SC2802  HISTORY     - 20060325 GOOD             USPSQD
 SC2802
 SC2802                          STATION DESCRIPTION
 SC2802
 SC2802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SC2802'THE STATION IS LOCATED ABOUT 37 KM (23.0 MI) EAST-NORTHEAST OF
 SC2802'CATHLAMET, 20.9 KM (13.0 MI) SOUTH OF TOLEDO, 16.1 KM (10.0 MI)
 SC2802'NORTH OF KELSO, AT CASTLE ROCK AND AT THE CASTLE ROCK HIGH SCHOOL.
 SC2802'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE ROUTE
 SC2802'504, EXIT 49, IN CASTLE ROCK, GO SOUTHWEST FOR 0.80 KM (0.50 MI) TO A
 SC2802'FORK.  TAKE THE LEFT, FORK AND CONTINUE SOUTH FOR 0.40 KM (0.25 MI)
 SC2802'TO A CROSS ROAD.  CONTINUE SOUTH FOR 0.09 KM (0.06 MI) TO A SIDE ROAD
 SC2802'RIGHT.  TURN RIGHT AND GO WEST ON A-STREET FOR 1.18 KM (0.73 MI) TO
 SC2802'THE JUNCTION OF STATE ROUTE 411.  TURN RIGHT AND GO NORTH ON STATE
 SC2802'ROUTE 411 FOR 0.80 KM (0.50 MI) TO THE NORTH ENTRANCE TO THE CASTLE
 SC2802'ROCK HIGH SCHOOL ON THE RIGHT AND THE STATION.
 SC2802'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 SC2802'WITH THE GROUND SURFACE.  IT IS 20.1 M (65.9 FT) EAST OF THE CENTER
 SC2802'OF STATE ROUTE 411, 10.8 M (35.4 FT) NORTH OF A GATE IN THE CABLE
 SC2802'FENCE AT THE ENTRANCE ROAD, 9.2 M (30.2 FT) SOUTH OF A LARGE PAINTED
 SC2802'BOULDER AND 6.1 M (20.0 FT) EAST OF A WITNESS POST SET IN THE
 SC2802'NORTH-SOUTH SECTION OF THE CABLE FENCE.
 SC2802
 SC2802                          STATION RECOVERY (1990)
 SC2802
 SC2802'RECOVERED 1990
 SC2802'RECOVERED IN GOOD CONDITION.
 SC2802
 SC2802                          STATION RECOVERY (2006)
 SC2802
 SC2802'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SC2802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3602 ***********************************************************************
 SY3602  DESIGNATION -  CASTLE 2 1919
 SY3602  PID         -  SY3602
 SY3602  STATE/COUNTY-  WA/KING
 SY3602  USGS QUAD   -  AUBURN (1994)
 SY3602
 SY3602                         *CURRENT SURVEY CONTROL
 SY3602  ___________________________________________________________________
 SY3602* NAD 83(1991)-  47 33 08.76079(N)    122 11 49.14117(W)     ADJUSTED  
 SY3602* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3602  ___________________________________________________________________
 SY3602  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 SY3602  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 SY3602
 SY3602  HORZ ORDER  -  THIRD
 SY3602
 SY3602.The horizontal coordinates were established by classical geodetic methods
 SY3602.and adjusted by the National Geodetic Survey in December 1991..
 SY3602
 SY3602.The orthometric height was scaled from a topographic map.
 SY3602
 SY3602.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3602
 SY3602.The geoid height was determined by GEOID03.
 SY3602
 SY3602;                    North         East     Units Scale Factor Converg.
 SY3602;SPC WA N     -    62,330.080   397,366.390   MT  0.99999063   -1 00 55.0
 SY3602;SPC WA N     -   204,494.60  1,303,692.90   sFT  0.99999063   -1 00 55.0
 SY3602;UTM  10      - 5,266,869.444   560,417.502   MT  0.99964486   +0 35 33.2
 SY3602
 SY3602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3602!SPC WA N     -   1.00000256  x   0.99999063  =   0.99999318
 SY3602!UTM  10      -   1.00000256  x   0.99964486  =   0.99964741
 SY3602
 SY3602                          SUPERSEDED SURVEY CONTROL
 SY3602
 SY3602  NAD 83(1986)-  47 33 08.75471(N)    122 11 49.14731(W) AD(       ) 3
 SY3602  NAD 27      -  47 33 09.40100(N)    122 11 44.70900(W) AD(       ) 3
 SY3602
 SY3602.Superseded values are not recommended for survey control.
 SY3602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3602.See file dsdata.txt to determine how the superseded data were derived.
 SY3602
 SY3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6041866869(NAD 83)
 SY3602_MARKER: Z = SEE DESCRIPTION
 SY3602_SETTING: 0 = UNSPECIFIED SETTING
 SY3602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3602
 SY3602  HISTORY     - Date     Condition        Report By
 SY3602  HISTORY     - 1919     MONUMENTED       CGS
 SY3602  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3602  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY3602  HISTORY     - 1947     SEE DESCRIPTION  LOCSUR
 SY3602  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SY3602
 SY3602                          STATION DESCRIPTION
 SY3602
 SY3602'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3602'THIS MAIN SCHEME STATION IS LOCATED ON A GRASSY FLAT ON THE E
 SY3602'SHORE OF THE MAINLAND, ON THE PROMINENT POINT, SW OF NEWCASTLE
 SY3602'LANDING.
 SY3602'
 SY3602'STATION IS MARKED BY A REGULATION BRONZE DISK SET IN THE TOP OF
 SY3602'A CONCRETE MOLD POURED IN PLACE, PROJECTING ABOUT 3 INCHES ABOVE
 SY3602'THE GROUND, ABOUT 30 FEET FROM THE WATERS EDGE, AND AT AN
 SY3602'ELEVATION OF ABOUT 5 FEET.  NAME AND YEAR STAMPED THEREON.
 SY3602'
 SY3602'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 SY3602'DESCRIBED IN NOTE 11B.
 SY3602
 SY3602                          STATION RECOVERY (1936)
 SY3602
 SY3602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY3602'STATION RECOVERED AS DESCRIBED WITH ADDITIONS AS FOLLOWS--STATION
 SY3602'IS LOCATED ON A GRASSY FLAT ON THE E SHORE OF LAKE WASHINGTON ON
 SY3602'THE MAINLAND, ON THE PROMINENT POINT SW OF NEWCASTLE LANDING.  THE
 SY3602'STATION IS LOCATED ON THE PROPERTY OF MRS. ERBACH AT PLEASURE
 SY3602'POINT, ON THE E SHORE OF LAKE WASHINGTON.  STATION IS 187.4 FEET
 SY3602'NE OF THE END OF A DOCK AND 186.4 FEET SW OF THE N END OF A
 SY3602'SHORT BREAKWATER.  STATION IS 36 FEET W OF THE STEPS OF THE
 SY3602'HOUSE.
 SY3602'
 SY3602'STATION IS A REGULATION BRONZE DISK SET IN THE TOP OF A CONCRETE
 SY3602'MOLD POURED IN PLACE, PROJECTING ABOUT 3 INCHES ABOVE THE GROUND,
 SY3602'AND ABOUT 30 FEET FROM THE WATERS EDGE AND AT AN ELEVATION OF
 SY3602'ABOUT 5 FEET.
 SY3602
 SY3602                          STATION RECOVERY (1943)
 SY3602
 SY3602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY3602'STATION IS ON THE PROPERTY OF MR. PHIL E. ERBACH ON A LEVEL SPACE A
 SY3602'FEW FEET ABOVE LAKE AND 14.7 METERS FROM IT, 73.3 METERS, 347 DEG
 SY3602'MAGNETIC AZIMUTH FROM WEEPING WILLOW TREE APPROXIMATELY AT THE
 SY3602'OUTER PART OF PLEASURE POINT.  IT IS DIRECTLY IN FRONT (W) OF
 SY3602'THE CENTER GABLE OF THE ERBACH RESIDENCE, IN W EDGE OF A FLOWER
 SY3602'BED, 2.2 METERS W OF FOOT OF A LOW FILL.  STATION IN GOOD CONDITION
 SY3602'JUST ABOVE GROUND LEVEL.
 SY3602'
 SY3602'BOTH REFERENCE MARKS ARE SAID TO BE IN PLACE.  THEY ARE BURIED
 SY3602'UNDER THE LOW FILL, PROBABLY 2 TO 3 FEET DEEP.  REFERENCE MARK 1
 SY3602'IN FLOWER BED, REFERENCE MARK 2 IN LAWN.  DATA ON REFERENCE MARKS
 SY3602'GIVEN HERE TAKEN FROM ORIGINAL DESCRIPTION.
 SY3602'
 SY3602'THE SHORT BREAKWATER MENTIONED IN THE 1936 RECOVERY IS GONE.
 SY3602
 SY3602                          STATION RECOVERY (1947)
 SY3602
 SY3602'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (MVJ)
 SY3602'STATION RECOVERED AS DESCRIBED.  HOWEVER, STATION LIES WITHIN A
 SY3602'FLOWER BED IN YARD OF DON FIORITO.  VEGETATION HAS OBSCURED VIEW
 SY3602'BOTH TO N AND S.  STATIONS ON E SHORE OF MERCER ISLAND WOULD BE
 SY3602'VISIBLE WITHIN A VERY PROSCRIBED AREA.  NO EFFORT WAS MADE TO
 SY3602'RECOVER REFERENCE MARKS AS STATION WAS USELESS FOR PURPOSES
 SY3602'INTENDED.  THE AREA IMMEDIATELY ADJACENT HAS BEEN BUILT UP AND
 SY3602'DECORATIVE TREES USED IN LANDSCAPING PRECLUDE CUTTING IN ORDER
 SY3602'TO VIEW OBJECTIVES.
 SY3602'
 SY3602'REACHED FROM LAND SIDE AS FOLLOWS--FROM LAKE WASHINGTON BOULEVARD,
 SY3602'TAKE PLEASURE POINT ROAD, CROSS RAILROAD TRACKS, THENCE ON FOOT TO
 SY3602'BOTTOM OF HILL (250 FEET).  IN FRONT OF SMALL HOUSE (40 FEET) IN
 SY3602'GARDEN, ABOUT 40 FEET FROM SHORE OF LAKE WASHINGTON.  IN YARD
 SY3602'OF DON FIORITO, 1947.
 SY3602
 SY3602                          STATION RECOVERY (1950)
 SY3602
 SY3602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JS)
 SY3602'MR. DON FIORITO, OWNER OF PROPERTY, ADVISES THAT CONSTRUCTION OF
 SY3602'NEW HOME WILL COVER THE STATION.  REQUESTED TO REMOVE STATION
 SY3602'MARK DISC AND MAIL TO NW DISTRICT OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1207 ***********************************************************************
 SW1207  DESIGNATION -  CASTLE IS
 SW1207  PID         -  SW1207
 SW1207  STATE/COUNTY-  WA/FERRY
 SW1207  USGS QUAD   -  JOHNNY GEORGE MTN (1985)
 SW1207
 SW1207                         *CURRENT SURVEY CONTROL
 SW1207  ___________________________________________________________________
 SW1207* NAD 83(1991)-  47 52 36.16993(N)    118 26 44.32970(W)     ADJUSTED  
 SW1207* NAVD 88     -                                                        
 SW1207  ___________________________________________________________________
 SW1207  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 SW1207  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SW1207
 SW1207  HORZ ORDER  -  THIRD
 SW1207
 SW1207.The horizontal coordinates were established by classical geodetic methods
 SW1207.and adjusted by the National Geodetic Survey in December 1991..
 SW1207
 SW1207
 SW1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1207
 SW1207.The geoid height was determined by GEOID03.
 SW1207
 SW1207;                    North         East     Units Scale Factor Converg.
 SW1207;SPC WA N     -   100,245.014   678,568.650   MT  0.99995107   +1 46 39.7
 SW1207;SPC WA N     -   328,887.18  2,226,270.65   sFT  0.99995107   +1 46 39.7
 SW1207;UTM  11      - 5,303,609.179   391,905.678   MT  0.99974358   -1 04 20.4
 SW1207
 SW1207                          SUPERSEDED SURVEY CONTROL
 SW1207
 SW1207  NAD 83(1986)-  47 52 36.18046(N)    118 26 44.32697(W) AD(       ) 4
 SW1207  NAD 27      -  47 52 36.62100(N)    118 26 40.34600(W) AD(       ) 3
 SW1207
 SW1207.Superseded values are not recommended for survey control.
 SW1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1207.See file dsdata.txt to determine how the superseded data were derived.
 SW1207
 SW1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP9190603609(NAD 83)
 SW1207
 SW1207  HISTORY     - Date     Condition        Report By
 SW1207  HISTORY     - 1934     MONUMENTED       BOR
 SW1207  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1207
 SW1207                          STATION DESCRIPTION
 SW1207
 SW1207'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1207'SITS ON HIGH CASTLE-LOOKING ROCK, E OF SHARP BEND IN RIVER.  N
 SW1207'OF AND ABOVE THE EARL HOUSTON HOUSE.  STATION LIES IN SE 1/4
 SW1207'SEC. 31, T. 28 N., R. 35 E.
 SW1207'
 SW1207'MARKED BY SIGNAL POLE SET IN ROCK CAIRN.
 SW1207
 SW1207                          STATION RECOVERY (1947)
 SW1207
 SW1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1207'STATION WAS RECOVERED, THAT IS, A POST SET IN A ROCK CAIRN WAS
 SW1207'FOUND IN THE LOCATION OF THE STATION AND IT IS BELIEVED THAT THIS
 SW1207'IS THE POINT DESCRIBED.  THE DESCRIPTION IS INADEQUATE AND A NEW
 SW1207'DESCRIPTION IS SUBMITTED--
 SW1207'
 SW1207'STATION IS LOCATED ON THE E BANK OF ROOSEVELT LAKE, 1/2 MILE E
 SW1207'OF HALVERSON CANYON (17) LIGHT, 4-1/2 MILES NW OF THE TOWN OF
 SW1207'LINCOLN MILLS, ON A HIGH ROCKY PROMONTORY ON THE E SIDE OF CASTLE
 SW1207'CREEK.  THE STATION IS MARKED BY A SIGNAL POLE SET IN A ROCK
 SW1207'CAIRN ON THE BARE ROCK SURFACE OF THE HIGH, CASTLE-LIKE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2118 ***********************************************************************
 RD2118  DESIGNATION -  CASTLE ROCK
 RD2118  PID         -  RD2118
 RD2118  STATE/COUNTY-  WA/SKAMANIA
 RD2118  USGS QUAD   -  BEACON ROCK (1994)
 RD2118
 RD2118                         *CURRENT SURVEY CONTROL
 RD2118  ___________________________________________________________________
 RD2118* NAD 83(1991)-  45 37 40.15731(N)    122 01 15.79304(W)     ADJUSTED  
 RD2118* NAVD 88     -                                                        
 RD2118  ___________________________________________________________________
 RD2118  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 RD2118  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 RD2118
 RD2118  HORZ ORDER  -  THIRD
 RD2118
 RD2118.The horizontal coordinates were established by classical geodetic methods
 RD2118.and adjusted by the National Geodetic Survey in December 1991..
 RD2118
 RD2118
 RD2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2118
 RD2118.The geoid height was determined by GEOID03.
 RD2118
 RD2118;                    North         East     Units Scale Factor Converg.
 RD2118;SPC WA S     -    33,876.707   381,387.763   MT  1.00005291   -1 06 17.6
 RD2118;SPC WA S     -   111,143.83  1,251,269.69   sFT  1.00005291   -1 06 17.6
 RD2118;SPC OR N     -   219,046.060 2,381,402.392   MT  0.99992666   -1 04 43.4
 RD2118;SPC OR N     -   718,655.05  7,812,999.97   iFT  0.99992666   -1 04 43.4
 RD2118;UTM  10      - 5,053,163.266   576,308.626   MT  0.99967159   +0 41 59.3
 RD2118
 RD2118                          SUPERSEDED SURVEY CONTROL
 RD2118
 RD2118  NAD 83(1991)-  45 37 40.15731(N)    122 01 15.79305(W) AD(       ) 4
 RD2118  NAD 83(1986)-  45 37 40.16615(N)    122 01 15.80040(W) AD(       ) 4
 RD2118  NAD 27      -  45 37 40.74100(N)    122 01 11.52100(W) AD(       ) 3
 RD2118
 RD2118.Superseded values are not recommended for survey control.
 RD2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2118.See file dsdata.txt to determine how the superseded data were derived.
 RD2118
 RD2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7630953163(NAD 83)
 RD2118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2118+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 RD2118
 RD2118  HISTORY     - Date     Condition        Report By
 RD2118  HISTORY     - 1901     MONUMENTED       CGS
 RD2118  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RD2118  HISTORY     - 20040430 GOOD             USPSQD
 RD2118  HISTORY     - 20050604 GOOD             USPSQD
 RD2118  HISTORY     - 20060812 GOOD             USPSQD
 RD2118
 RD2118                          STATION DESCRIPTION
 RD2118
 RD2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2118'STATION IS THE MOST S PROMINENCE ON THE SUMMIT OF BEACON
 RD2118'ROCK.  SOUTH OF THE STATION THE ROCK DROPS AWAY IN AN ALMOST
 RD2118'VERTICAL ANGLE.  THIS PROMINENCE IS CLEARLY VISIBLE WHEN VIEWED
 RD2118'EITHER FROM POINTS EAST OR WEST OF BEACON ROCK.
 RD2118
 RD2118                          STATION RECOVERY (2004)
 RD2118
 RD2118'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD2118'DISK IS US DEPT OF AGRICULTURE, FOREST SERVICE. THE PRIMARY
 RD2118'DESIGNATION ON THE DISK IS CAMERA, NEXT LINE P, NEXT LINE BEAC, NEXT
 RD2118'LINE NO.  THE RIGHT SIDE OF EACH LINE IS BEATEN AND FLAT SO ANY MARKS
 RD2118'ARE NOT VISIBLE. DISK IS NOT SET LEVEL, BUT DOES NOT APPEAR TO HAVE
 RD2118'BEEN DISTURBED
 RD2118
 RD2118                          STATION RECOVERY (2005)
 RD2118
 RD2118'RECOVERY NOTE BY US POWER SQUADRON 2005
 RD2118'RECOVERED IN GOOD CONDITION.
 RD2118
 RD2118                          STATION RECOVERY (2006)
 RD2118
 RD2118'RECOVERY NOTE BY US POWER SQUADRON 2006 (XXX)
 RD2118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1539 ***********************************************************************
 SC1539  DESIGNATION -  CASTLE ROCK
 SC1539  PID         -  SC1539
 SC1539  STATE/COUNTY-  WA/COWLITZ
 SC1539  USGS QUAD   -  CASTLE ROCK (1993)
 SC1539
 SC1539                         *CURRENT SURVEY CONTROL
 SC1539  ___________________________________________________________________
 SC1539* NAD 83(1991)-  46 16 29.92039(N)    122 54 54.13450(W)     ADJUSTED  
 SC1539* NAVD 88     -        15.57   (+/-2cm)      51.1    (feet)  VERTCON   
 SC1539  ___________________________________________________________________
 SC1539  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 SC1539  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SC1539
 SC1539  HORZ ORDER  -  SECOND
 SC1539  VERT ORDER  -  THIRD ? (See Below)
 SC1539
 SC1539.The horizontal coordinates were established by classical geodetic methods
 SC1539.and adjusted by the National Geodetic Survey in December 1991..
 SC1539
 SC1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1539.The vertical order pertains to the NGVD 29 superseded value.
 SC1539
 SC1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1539
 SC1539.The geoid height was determined by GEOID03.
 SC1539
 SC1539;                    North         East     Units Scale Factor Converg.
 SC1539;SPC WA S     -   107,512.592   313,894.389   MT  0.99992917   -1 45 15.4
 SC1539;SPC WA S     -   352,730.90  1,029,835.17   sFT  0.99992917   -1 45 15.4
 SC1539;UTM  10      - 5,124,603.667   506,546.188   MT  0.99960053   +0 03 41.0
 SC1539
 SC1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1539!SPC WA S     -   1.00000090  x   0.99992917  =   0.99993007
 SC1539!UTM  10      -   1.00000090  x   0.99960053  =   0.99960143
 SC1539
 SC1539|---------------------------------------------------------------------|
 SC1539| PID    Reference Object                     Distance      Geod. Az  |
 SC1539|                                                           dddmmss.s |
 SC1539| SC1540 GAGING STATION COWLITZ RIVER BRIDGE  46.707 METERS 10505     |
 SC1539| CE2997 CASTLE ROCK AZ MK                                  1802716.9 |
 SC1539| CE2998 CASTLE ROCK RM 2                      9.511 METERS 28821     |
 SC1539|---------------------------------------------------------------------|
 SC1539
 SC1539                          SUPERSEDED SURVEY CONTROL
 SC1539
 SC1539  NAD 83(1991)-  46 16 29.92060(N)    122 54 54.13415(W) AD(       ) 2
 SC1539  NAD 83(1986)-  46 16 29.93846(N)    122 54 54.13572(W) AD(       ) 2
 SC1539  NAD 27      -  46 16 30.53885(N)    122 54 49.72253(W) AD(       ) 2
 SC1539  NGVD 29 (07/19/86)   14.55   (m)           47.7    (f) LEVELING    3  
 SC1539
 SC1539.Superseded values are not recommended for survey control.
 SC1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1539.See file dsdata.txt to determine how the superseded data were derived.
 SC1539
 SC1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0654624604(NAD 83)
 SC1539_MARKER: DS = TRIANGULATION STATION DISK
 SC1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1539
 SC1539  HISTORY     - Date     Condition        Report By
 SC1539  HISTORY     - 1947     MONUMENTED       CGS
 SC1539  HISTORY     - 1954     GOOD             WA-015
 SC1539  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SC1539
 SC1539                          STATION DESCRIPTION
 SC1539
 SC1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SC1539'THE STATION IS LOCATED ON THE WEST SIDE OF THE COWLITZ RIVER NEAR
 SC1539'THE BRIDGE AT CASTLE ROCK.
 SC1539'
 SC1539'TO REACH THE STATION FROM THE POST OFFICE IN CASTLE ROCK GO SOUTH
 SC1539'FOR 1/2 BLOCK, TURN RIGHT, WEST, FOR 0.6 MILE TO STATION ON THE
 SC1539'LEFT IMMEDIATELY AFTER CROSSING BRIDGE.
 SC1539'
 SC1539'THE STATION IS A STANDARD BRONZE DISK SET IN THE TOP OF AN 8
 SC1539'INCH SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND
 SC1539'AND IS STAMPED CASTLE ROCK 1947.  IT IS 37.2 FEET SOUTH OF THE
 SC1539'CENTER LINE OF THE ROAD OVER THE BRIDGE AND 10 FEET BELOW THE
 SC1539'ROAD, 87.8 FEET WEST OF A POWER LINE POLE TKK 1643, 2.7 FEET
 SC1539'NORTH NORTHEAST OF A WHITE WITNESS POST ABOUT 75 FEET WEST
 SC1539'SOUTHWEST OF THE WEST END OF THE BRIDGE.
 SC1539'
 SC1539'THE U.S.G.S. GAGING STATION REFERENCE MARK IS USED FOR REFERENCE
 SC1539'MARK NUMBER 1 AND IS CEMENTED IN A DRILL HOLE IN A CONCRETE PILLAR
 SC1539'THAT SUPPORTS THE BRIDGE.
 SC1539'
 SC1539'REFERENCE MARK NUMBER 2 IS A STANDARD BRONZE DISK SET IN THE TOP
 SC1539'OF AN 8 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 SC1539'GROUND AND THE SAME ELEVATION AS THE STATION.  IT IS 1 FOOT NORTH
 SC1539'OF A BARBED WIRE FENCE.
 SC1539'
 SC1539'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF AN
 SC1539'8 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND
 SC1539'AND IS ON THE WEST SHOULDER OF THE ROAD ON TOP OF THE DIKE.
 SC1539'
 SC1539'TO REACH THE AZIMUTH MARK FROM THE STATION CROSS THE BRIDGE, EAST,
 SC1539'FOR 0.15 MILE TO FIRST STREET TO RIGHT.  TURN RIGHT, SOUTH, FOR
 SC1539'2 BLOCKS.  THENCE RIGHT TO THE DIKE.  TURN LEFT ON THE DIKE FOR
 SC1539'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 SC1539'
 SC1539'SUBSTITUTE STATION, 101V130-A, THE INTERSECTION OF A GRAVEL ROAD
 SC1539'WITH A MACADAM ROAD.  IT IS 2.44 METERS HIGHER THAN THE STATION.
 SC1539'
 SC1539'SUBSTITUTE STATION, 101V130-B, IS A LONE BUSH AT A FENCE
 SC1539'INTERSECTION.  IT IS 0.72 METERS HIGHER THAN THE STATION.
 SC1539
 SC1539                          STATION RECOVERY (1954)
 SC1539
 SC1539'RECOVERY NOTE BY COWLITZ COUNTY WASHINGTON 1954 (MEB)
 SC1539'LETTER OF MR. M.E. BERG, CLERK, COWLITZ COUNTY ROAD DISTRICT 3,
 SC1539'CASTLE ROCK, WN.
 SC1539'
 SC1539'WHILE MAINTENANCE GRADING THE COWLITZ RIVER DIKE AT THE WEST END
 SC1539'OF D STREET IN THE TOWN OF CASTLE ROCK, THE AZIMUTH MARK WAS HIT
 SC1539'AND TIPPED OVER.
 SC1539'
 SC1539'AZIMUTH MARK DISK STAMPED CASTLE ROCK 1947 RECEIVED AT THIS
 SC1539'OFFICE NOV. 8, 1954.
 SC1539
 SC1539                          STATION RECOVERY (1966)
 SC1539
 SC1539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 SC1539'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 SC1539'RECOVERED AND UNDOUBTEDLY THEY WERE DESTROYED WHEN THE NEW BRIDGE
 SC1539'WAS CONSTRUCTED ACROSS THE COWLITZ RIVER IN 1963.
 SC1539'
 SC1539'THE AZIMUTH MARK WAS DESTROYED IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1820 ***********************************************************************
 SC1820  DESIGNATION -  CAT
 SC1820  PID         -  SC1820
 SC1820  STATE/COUNTY-  WA/WAHKIAKUM
 SC1820  USGS QUAD   -  CATHLAMET (1985)
 SC1820
 SC1820                         *CURRENT SURVEY CONTROL
 SC1820  ___________________________________________________________________
 SC1820* NAD 83(1991)-  46 11 50.53236(N)    123 22 44.84497(W)     ADJUSTED  
 SC1820* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 SC1820  ___________________________________________________________________
 SC1820  LAPLACE CORR-          11.36  (seconds)                    DEFLEC99
 SC1820  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SC1820
 SC1820  HORZ ORDER  -  SECOND
 SC1820
 SC1820.The horizontal coordinates were established by classical geodetic methods
 SC1820.and adjusted by the National Geodetic Survey in December 1991..
 SC1820
 SC1820.The orthometric height was scaled from a topographic map.
 SC1820
 SC1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1820
 SC1820.The geoid height was determined by GEOID03.
 SC1820
 SC1820;                    North         East     Units Scale Factor Converg.
 SC1820;SPC WA S     -   100,092.505   277,831.171   MT  0.99993736   -2 05 29.0
 SC1820;SPC WA S     -   328,386.83    911,517.77   sFT  0.99993736   -2 05 29.0
 SC1820;SPC OR N     -   285,193.261 2,277,802.457   MT  1.00005620   -2 02 30.6
 SC1820;SPC OR N     -   935,673.43  7,473,105.17   iFT  1.00005620   -2 02 30.6
 SC1820;UTM  10      - 5,116,046.893   470,748.145   MT  0.99961052   -0 16 25.1
 SC1820
 SC1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1820!SPC WA S     -   0.99999550  x   0.99993736  =   0.99993286
 SC1820!SPC OR N     -   0.99999550  x   1.00005620  =   1.00005170
 SC1820!UTM  10      -   0.99999550  x   0.99961052  =   0.99960602
 SC1820
 SC1820|---------------------------------------------------------------------|
 SC1820| PID    Reference Object                     Distance      Geod. Az  |
 SC1820|                                                           dddmmss.s |
 SC1820| CE2999 CAT RM 1                              7.310 METERS 02102     |
 SC1820| CE3000 CAT RM 2                              6.500 METERS 10433     |
 SC1820| SC1736 ANDY                                APPROX. 5.4 KM 1330704.9 |
 SC1820| SC1735 CATHLAMET CHANNEL LIGHT             APPROX. 5.4 KM 1334037.1 |
 SC1820| SC1746 CATHLAMET CHAN DIKE S END LT        APPROX. 7.9 KM 1343838.8 |
 SC1820| SC1741 DIKE 67.0 DOLPHIN NORTH END         APPROX. 7.2 KM 1365434.3 |
 SC1820| SC1740 FISHING 67 LIGHT                    APPROX. 7.3 KM 1392858.8 |
 SC1820| SC1726 CATHLAMET CHANNEL 6 LIGHT           APPROX. 2.9 KM 1402938.4 |
 SC1820| SC1719 WESTPORT LUMBER CO TANK             APPROX. 6.8 KM 1755302.6 |
 SC1820| SC1721 WESTPORT LUMBER CO STACK            APPROX. 6.8 KM 1760432.7 |
 SC1820|---------------------------------------------------------------------|
 SC1820
 SC1820                          SUPERSEDED SURVEY CONTROL
 SC1820
 SC1820  NAD 83(1991)-  46 11 50.53236(N)    123 22 44.84497(W) AD(       ) 2
 SC1820  NAD 83(1986)-  46 11 50.54787(N)    123 22 44.83851(W) AD(       ) 2
 SC1820  NAD 27      -  46 11 51.14705(N)    123 22 40.38091(W) AD(       ) 2
 SC1820
 SC1820.Superseded values are not recommended for survey control.
 SC1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1820.See file dsdata.txt to determine how the superseded data were derived.
 SC1820
 SC1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7074816047(NAD 83)
 SC1820_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1820
 SC1820  HISTORY     - Date     Condition        Report By
 SC1820  HISTORY     - 1936     MONUMENTED       CGS
 SC1820  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1820
 SC1820                          STATION DESCRIPTION
 SC1820
 SC1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1820'STATION IS NEAR THE CREST OF THE HILL THAT RISES IMMEDIATELY E OF
 SC1820'CATHLAMET ALONG THE OCEAN BEACH HIGHWAY, ABOUT 50 FEET S OF THE
 SC1820'HIGHWAY AND ABOUT 50 FEET SW OF A LARGE WOOD-STAVE WATER TANK.
 SC1820'
 SC1820'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 SC1820'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 SC1820'
 SC1820'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED INTO 2 1/2-FOOT
 SC1820'SECTIONS OF 4-INCH CAST-IRON SOIL PIPE.
 SC1820
 SC1820                          STATION RECOVERY (1949)
 SC1820
 SC1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1820'STATION MARK AND BOTH REFERENCE MARKS DESTROYED DURING EXCAVATION OF
 SC1820'THIS AREA IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0566 ***********************************************************************
 TQ0566  DESIGNATION -  CATHEDRAL
 TQ0566  PID         -  TQ0566
 TQ0566  STATE/COUNTY-  WA/OKANOGAN
 TQ0566  USGS QUAD   -  REMMEL MTN (1969)
 TQ0566
 TQ0566                         *CURRENT SURVEY CONTROL
 TQ0566  ___________________________________________________________________
 TQ0566* NAD 83(1991)-  48 59 20.80201(N)    120 11 20.24420(W)     ADJUSTED  
 TQ0566* NAVD 88     -      2624.     (meters)    8609.     (feet)  SCALED    
 TQ0566  ___________________________________________________________________
 TQ0566  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 TQ0566  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 TQ0566
 TQ0566  HORZ ORDER  -  THIRD
 TQ0566
 TQ0566.The horizontal coordinates were established by classical geodetic methods
 TQ0566.and adjusted by the National Geodetic Survey in December 1991..
 TQ0566
 TQ0566.The orthometric height was scaled from a topographic map.
 TQ0566
 TQ0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0566
 TQ0566.The geoid height was determined by GEOID03.
 TQ0566
 TQ0566;                    North         East     Units Scale Factor Converg.
 TQ0566;SPC WA N     -   221,365.975   547,162.662   MT  1.00005818   +0 28 47.1
 TQ0566;SPC WA N     -   726,264.87  1,795,149.50   sFT  1.00005818   +0 28 47.1
 TQ0566;UTM  10      - 5,430,053.353   705,640.237   MT  1.00011953   +2 07 18.9
 TQ0566
 TQ0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0566!SPC WA N     -   0.99959139  x   1.00005818  =   0.99964954
 TQ0566!UTM  10      -   0.99959139  x   1.00011953  =   0.99971087
 TQ0566
 TQ0566:                Primary Azimuth Mark                     Grid Az
 TQ0566:SPC WA N     -  REMMEL                                   184 02 32.2
 TQ0566:UTM  10      -  REMMEL                                   182 24 00.4
 TQ0566
 TQ0566|---------------------------------------------------------------------|
 TQ0566| PID    Reference Object                     Distance      Geod. Az  |
 TQ0566|                                                           dddmmss.s |
 TQ0566| TQ0431 REMMEL                              APPROX. 7.3 KM 1843119.3 |
 TQ0566|---------------------------------------------------------------------|
 TQ0566
 TQ0566                          SUPERSEDED SURVEY CONTROL
 TQ0566
 TQ0566  NAD 83(1986)-  48 59 20.79701(N)    120 11 20.23604(W) AD(       ) 3
 TQ0566
 TQ0566.Superseded values are not recommended for survey control.
 TQ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0566.See file dsdata.txt to determine how the superseded data were derived.
 TQ0566
 TQ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGV0564030053(NAD 83)
 TQ0566_MARKER: DD = SURVEY DISK
 TQ0566_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0566_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 TQ0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0566+STABILITY: POSITION/ELEVATION WELL
 TQ0566
 TQ0566  HISTORY     - Date     Condition        Report By
 TQ0566  HISTORY     - 1935     MONUMENTED       IBC
 TQ0566
 TQ0566                          STATION DESCRIPTION
 TQ0566
 TQ0566'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1935 (JH)
 TQ0566'THIS STATION SUPERSEDES STATION---CATHEDRAL---OF 1904 WHICH WAS
 TQ0566'UNMARKED EXCEPT BY A CAIRN AND COULD NOT BE RECOVERED.  THE STATION
 TQ0566'IS ON THE EXTREME EAST END OF THE CREST OF THE BOLD CASTELLATED CRAG
 TQ0566'ABOUT 8600 FEET IN ELEVATION LOCALLY KNOWN AS CATHEDRAL PARK.  THE
 TQ0566'PEAK IS 0.8 MILE SOUTH AND A LITTLE WEST OF INTERNATIONAL BOUNDARY
 TQ0566'MONUMENT 95.  THE STATION IS ABOUT 3 METERS WEST OF THE EDGE OF THE
 TQ0566'CLIFF.
 TQ0566'
 TQ0566'STATION MARK--A 3 - INCH BRONZE - DISK STATION MARK BEARING THE WORDS
 TQ0566'---INTERNATIONAL BOUNDARY COMMISSION---SET IN A DRILL HOLE IN THE
 TQ0566'LEDGE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1735 ***********************************************************************
 SC1735  DESIGNATION -  CATHLAMET CHANNEL LIGHT
 SC1735  PID         -  SC1735
 SC1735  STATE/COUNTY-  WA/WAHKIAKUM
 SC1735  USGS QUAD   -  NASSA POINT (1985)
 SC1735
 SC1735                         *CURRENT SURVEY CONTROL
 SC1735  ___________________________________________________________________
 SC1735* NAD 83(1991)-  46 09 49.75071(N)    123 19 42.85905(W)     ADJUSTED  
 SC1735* NAVD 88     -                                                        
 SC1735  ___________________________________________________________________
 SC1735  LAPLACE CORR-          10.22  (seconds)                    DEFLEC99
 SC1735  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 SC1735
 SC1735  HORZ ORDER  -  THIRD
 SC1735
 SC1735.The horizontal coordinates were established by classical geodetic methods
 SC1735.and adjusted by the National Geodetic Survey in December 1991..
 SC1735
 SC1735
 SC1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1735
 SC1735.The geoid height was determined by GEOID03.
 SC1735
 SC1735;                    North         East     Units Scale Factor Converg.
 SC1735;SPC WA S     -    96,224.695   281,596.625   MT  0.99994147   -2 03 16.8
 SC1735;SPC WA S     -   315,697.19    923,871.59   sFT  0.99994147   -2 03 16.8
 SC1735;SPC OR N     -   281,328.250 2,281,571.646   MT  1.00004580   -2 00 21.5
 SC1735;SPC OR N     -   922,992.95  7,485,471.28   iFT  1.00004580   -2 00 21.5
 SC1735;UTM  10      - 5,112,301.706   474,633.107   MT  0.99960791   -0 14 13.2
 SC1735
 SC1735                          SUPERSEDED SURVEY CONTROL
 SC1735
 SC1735  NAD 83(1991)-  46 09 49.75071(N)    123 19 42.85905(W) AD(       ) 4
 SC1735  NAD 83(1986)-  46 09 49.76719(N)    123 19 42.85191(W) AD(       ) 4
 SC1735  NAD 27      -  46 09 50.36630(N)    123 19 38.40449(W) AD(       ) 3
 SC1735
 SC1735.Superseded values are not recommended for survey control.
 SC1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1735.See file dsdata.txt to determine how the superseded data were derived.
 SC1735
 SC1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7463312302(NAD 83)
 SC1735
 SC1735  HISTORY     - Date     Condition        Report By
 SC1735  HISTORY     - 1936     MONUMENTED       CGS
 SC1735  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1735  HISTORY     - 1989     GOOD             USPSQD
 SC1735
 SC1735                          STATION DESCRIPTION
 SC1735
 SC1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1735'THE TRIANGULATION STATION IS THE CENTER OF THE NAVIGATION LIGHT
 SC1735'LENS.
 SC1735
 SC1735                          STATION RECOVERY (1949)
 SC1735
 SC1735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1735'STATION IS A LIGHT MOUNTED ON A WHITE SQUARE HOUSE LOCATED ON A
 SC1735'ROUNDED POINT ON THE NE SIDE OF CATHLAMET CHANNEL, ABOUT 2.2 MILES NW
 SC1735'OF CAPE HORN, AND ABOUT 0.9 MILE N OF THE MOST E POINT OF PUGET
 SC1735'ISLAND.  THE HOUSE SETS ON A NARROW STRIP OF LAND BETWEEN U.S.
 SC1735'HIGHWAY 830 AND THE BANK OF CATHLAMET SLOUGH.
 SC1735'
 SC1735'STATION WAS RECOVERED IN GOOD CONDITION.
 SC1735
 SC1735                          STATION RECOVERY (1989)
 SC1735
 SC1735'RECOVERY NOTE BY US POWER SQUADRON 1989 (THC)
 SC1735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2799 ***********************************************************************
 SC2799  DESIGNATION -  CATHLAMET CHANNEL LIGHT 8
 SC2799  PID         -  SC2799
 SC2799  STATE/COUNTY-  WA/WAHKIAKUM
 SC2799  USGS QUAD   -  NASSA POINT (1985)
 SC2799
 SC2799                         *CURRENT SURVEY CONTROL
 SC2799  ___________________________________________________________________
 SC2799* NAD 83(1991)-  46 09 00.76566(N)    123 17 50.92783(W)     ADJUSTED  
 SC2799* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SC2799  ___________________________________________________________________
 SC2799  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 SC2799  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 SC2799
 SC2799  HORZ ORDER  -  THIRD
 SC2799
 SC2799.The horizontal coordinates were established by classical geodetic methods
 SC2799.and adjusted by the National Geodetic Survey in December 1991..
 SC2799
 SC2799.The orthometric height was scaled from a topographic map.
 SC2799
 SC2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2799
 SC2799.The geoid height was determined by GEOID03.
 SC2799
 SC2799;                    North         East     Units Scale Factor Converg.
 SC2799;SPC WA S     -    94,627.642   283,942.701   MT  0.99994323   -2 01 55.5
 SC2799;SPC WA S     -   310,457.52    931,568.68   sFT  0.99994323   -2 01 55.5
 SC2799;UTM  10      - 5,110,780.379   477,027.855   MT  0.99960649   -0 12 52.3
 SC2799
 SC2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2799!SPC WA S     -   1.00000222  x   0.99994323  =   0.99994545
 SC2799!UTM  10      -   1.00000222  x   0.99960649  =   0.99960871
 SC2799
 SC2799                          SUPERSEDED SURVEY CONTROL
 SC2799
 SC2799  NAD 83(1991)-  46 09 00.76565(N)    123 17 50.92782(W) AD(       ) 4
 SC2799  NAD 83(1986)-  46 09 00.78299(N)    123 17 50.92124(W) AD(       ) 4
 SC2799
 SC2799.Superseded values are not recommended for survey control.
 SC2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2799.See file dsdata.txt to determine how the superseded data were derived.
 SC2799
 SC2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7702810780(NAD 83)
 SC2799_MARKER: 14 = NAVIGATION LIGHT
 SC2799_MARK LOGO: MGSINC
 SC2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2799+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2001
 SC2799
 SC2799  HISTORY     - Date     Condition        Report By
 SC2799  HISTORY     - 1990     FIRST OBSERVED   MGSINC
 SC2799  HISTORY     - 20010729 GOOD             USPSQD
 SC2799
 SC2799                          STATION DESCRIPTION
 SC2799
 SC2799'DESCRIBED BY MINISTER AND GLAESER 1990
 SC2799'THE STATION, CATHLAMET CHANNEL LIGHT 8, IS LOCATED IN THE
 SC2799'COLUMBIA RIVER NEAR THE UPSTREAM END OF PUGET ISLAND AT
 SC2799'APPROXIMATE RIVER MILE 47.2.  THE STATION IS THE APEX OF AN
 SC2799'OMNIDIRECTIONAL NAVIGATION LIGHT MOUNTED ON TOP OF A STEEL
 SC2799'PIPE SUPPORT.  THE LIGHT IS MOUNTED ON TOP OF OF A WOODEN PILE
 SC2799'STRUCTURE THAT IS MARKED BY A DAY BOARD IDENTIFIED WITH THE
 SC2799'NUMBER 8.
 SC2799
 SC2799                          STATION RECOVERY (2001)
 SC2799
 SC2799'RECOVERY NOTE BY US POWER SQUADRON 2001 (KB)
 SC2799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1821 ***********************************************************************
 SC1821  DESIGNATION -  CATHLAMET LIGHT 1913
 SC1821  PID         -  SC1821
 SC1821  STATE/COUNTY-  WA/WAHKIAKUM
 SC1821  USGS QUAD   -  CATHLAMET (1985)
 SC1821
 SC1821                         *CURRENT SURVEY CONTROL
 SC1821  ___________________________________________________________________
 SC1821* NAD 83(1991)-  46 11 52.22980(N)    123 22 57.50251(W)     ADJUSTED  
 SC1821* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SC1821  ___________________________________________________________________
 SC1821  LAPLACE CORR-          11.28  (seconds)                    DEFLEC99
 SC1821  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SC1821
 SC1821  HORZ ORDER  -  THIRD
 SC1821
 SC1821.The horizontal coordinates were established by classical geodetic methods
 SC1821.and adjusted by the National Geodetic Survey in December 1991..
 SC1821
 SC1821.The orthometric height was scaled from a topographic map.
 SC1821
 SC1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1821
 SC1821.The geoid height was determined by GEOID03.
 SC1821
 SC1821;                    North         East     Units Scale Factor Converg.
 SC1821;SPC WA S     -   100,154.787   277,561.894   MT  0.99993731   -2 05 38.2
 SC1821;SPC WA S     -   328,591.16    910,634.31   sFT  0.99993731   -2 05 38.2
 SC1821;SPC OR N     -   285,255.318 2,277,533.094   MT  1.00005635   -2 02 39.6
 SC1821;SPC OR N     -   935,877.03  7,472,221.44   iFT  1.00005635   -2 02 39.6
 SC1821;UTM  10      - 5,116,100.584   470,477.117   MT  0.99961071   -0 16 34.2
 SC1821
 SC1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1821!SPC WA S     -   1.00000256  x   0.99993731  =   0.99993987
 SC1821!SPC OR N     -   1.00000256  x   1.00005635  =   1.00005891
 SC1821!UTM  10      -   1.00000256  x   0.99961071  =   0.99961327
 SC1821
 SC1821:                Primary Azimuth Mark                     Grid Az
 SC1821:SPC WA S     -  POLE 1913                                296 23 57.8
 SC1821:SPC OR N     -  POLE 1913                                296 20 59.2
 SC1821:UTM  10      -  POLE 1913                                294 34 53.8
 SC1821
 SC1821|---------------------------------------------------------------------|
 SC1821| PID    Reference Object                     Distance      Geod. Az  |
 SC1821|                                                           dddmmss.s |
 SC1821| SC1769 POLE 1913                           APPROX. 3.3 KM 2941819.6 |
 SC1821|---------------------------------------------------------------------|
 SC1821
 SC1821                          SUPERSEDED SURVEY CONTROL
 SC1821
 SC1821  NAD 83(1991)-  46 11 52.22980(N)    123 22 57.50253(W) AD(       ) 3
 SC1821  NAD 83(1986)-  46 11 52.24541(N)    123 22 57.49708(W) AD(       ) 3
 SC1821  NAD 27      -  46 11 52.83491(N)    123 22 53.00534(W) AD(       ) 3
 SC1821
 SC1821.Superseded values are not recommended for survey control.
 SC1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1821.See file dsdata.txt to determine how the superseded data were derived.
 SC1821
 SC1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7047716101(NAD 83)
 SC1821
 SC1821  HISTORY     - Date     Condition        Report By
 SC1821  HISTORY     - 1913     MONUMENTED       CGS
 SC1821  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SC1821
 SC1821                          STATION DESCRIPTION
 SC1821
 SC1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1821'THIS LIGHT WAS REBUILT IN 1932, HOWEVER, THE 1936 PLANE TABLE
 SC1821'POSITION CHECKS THE 1913 POSITION VERY CLOSELY.  THE LIGHT IS AN
 SC1821'OIL LAMP HANGING FROM A CROSS ARM ON A PILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1788 ***********************************************************************
 SC1788  DESIGNATION -  CATHLAMET ST CATHERINES CHURCH
 SC1788  PID         -  SC1788
 SC1788  STATE/COUNTY-  WA/WAHKIAKUM
 SC1788  USGS QUAD   -  CATHLAMET (1985)
 SC1788
 SC1788                         *CURRENT SURVEY CONTROL
 SC1788  ___________________________________________________________________
 SC1788* NAD 83(1991)-  46 11 55.92575(N)    123 22 54.02412(W)     ADJUSTED  
 SC1788* NAVD 88     -                                                        
 SC1788  ___________________________________________________________________
 SC1788  LAPLACE CORR-          11.38  (seconds)                    DEFLEC99
 SC1788  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SC1788
 SC1788  HORZ ORDER  -  THIRD
 SC1788
 SC1788.The horizontal coordinates were established by classical geodetic methods
 SC1788.and adjusted by the National Geodetic Survey in December 1991..
 SC1788
 SC1788
 SC1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1788
 SC1788.The geoid height was determined by GEOID03.
 SC1788
 SC1788;                    North         East     Units Scale Factor Converg.
 SC1788;SPC WA S     -   100,266.097   277,640.587   MT  0.99993719   -2 05 35.6
 SC1788;SPC WA S     -   328,956.35    910,892.49   sFT  0.99993719   -2 05 35.6
 SC1788;SPC OR N     -   285,366.709 2,277,611.700   MT  1.00005667   -2 02 37.1
 SC1788;SPC OR N     -   936,242.48  7,472,479.33   iFT  1.00005667   -2 02 37.1
 SC1788;UTM  10      - 5,116,214.297   470,552.215   MT  0.99961066   -0 16 31.7
 SC1788
 SC1788                          SUPERSEDED SURVEY CONTROL
 SC1788
 SC1788  NAD 83(1991)-  46 11 55.92575(N)    123 22 54.02413(W) AD(       ) 4
 SC1788  NAD 83(1986)-  46 11 55.94112(N)    123 22 54.01847(W) AD(       ) 4
 SC1788  NAD 27      -  46 11 56.54024(N)    123 22 49.55984(W) AD(       ) 3
 SC1788
 SC1788.Superseded values are not recommended for survey control.
 SC1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1788.See file dsdata.txt to determine how the superseded data were derived.
 SC1788
 SC1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7055216214(NAD 83)
 SC1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1788+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2001
 SC1788
 SC1788  HISTORY     - Date     Condition        Report By
 SC1788  HISTORY     - 1936     MONUMENTED       CGS
 SC1788  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1788  HISTORY     - 1989     GOOD             USPSQD
 SC1788  HISTORY     - 1998     GOOD             USPSQD
 SC1788  HISTORY     - 20010728 GOOD             USPSQD
 SC1788
 SC1788                          STATION DESCRIPTION
 SC1788
 SC1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1788'STATION IS IN THE SE OR HIGHER PART OF CATHLAMET, ON THE S SIDE OF
 SC1788'THE STREET MERGING INTO THE OCEAN BEACH HIGHWAY, THE CROSS ATOP ST.
 SC1788'CATHERINES CHURCH, A WHITE, 1 1/2-STORY WOODEN BUILDING.
 SC1788
 SC1788                          STATION RECOVERY (1949)
 SC1788
 SC1788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1788'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY R.W.K.
 SC1788'IN 1936.  THE DESCRIPTION IS ADEQUATE.
 SC1788
 SC1788                          STATION RECOVERY (1989)
 SC1788
 SC1788'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC1788'RECOVERED IN GOOD CONDITION.
 SC1788
 SC1788                          STATION RECOVERY (1998)
 SC1788
 SC1788'RECOVERY NOTE BY US POWER SQUADRON 1998
 SC1788'RECOVERED IN GOOD CONDITION.
 SC1788
 SC1788                          STATION RECOVERY (2001)
 SC1788
 SC1788'RECOVERY NOTE BY US POWER SQUADRON 2001 (JG)
 SC1788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4400 ***********************************************************************
 SY4400  DESIGNATION -  CATHOLIC
 SY4400  PID         -  SY4400
 SY4400  STATE/COUNTY-  WA/KING
 SY4400  USGS QUAD   -  POVERTY BAY (1994)
 SY4400
 SY4400                         *CURRENT SURVEY CONTROL
 SY4400  ___________________________________________________________________
 SY4400* NAD 83(1991)-  47 31 25.94353(N)    122 19 07.16488(W)     ADJUSTED  
 SY4400* NAVD 88     -                                                        
 SY4400  ___________________________________________________________________
 SY4400  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 SY4400  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SY4400
 SY4400  HORZ ORDER  -  THIRD
 SY4400
 SY4400.The horizontal coordinates were established by classical geodetic methods
 SY4400.and adjusted by the National Geodetic Survey in December 1991..
 SY4400
 SY4400
 SY4400.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4400
 SY4400.The geoid height was determined by GEOID03.
 SY4400
 SY4400;                    North         East     Units Scale Factor Converg.
 SY4400;SPC WA N     -    59,324.824   388,148.597   MT  0.99999563   -1 06 21.1
 SY4400;SPC WA N     -   194,634.86  1,273,450.86   sFT  0.99999563   -1 06 21.1
 SY4400;UTM  10      - 5,263,607.850   551,290.914   MT  0.99963233   +0 30 09.1
 SY4400
 SY4400                          SUPERSEDED SURVEY CONTROL
 SY4400
 SY4400  NAD 83(1986)-  47 31 25.93768(N)    122 19 07.17213(W) AD(       ) 4
 SY4400  NAD 27      -  47 31 28.16700(N)    122 19 02.79700(W) AD(       ) 3
 SY4400
 SY4400.Superseded values are not recommended for survey control.
 SY4400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4400.See file dsdata.txt to determine how the superseded data were derived.
 SY4400
 SY4400_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5129163608(NAD 83)
 SY4400
 SY4400  HISTORY     - Date     Condition        Report By
 SY4400  HISTORY     - 1917     FIRST OBSERVED   CGS
 SY4400  HISTORY     - 1933     GOOD             CGS
 SY4400  HISTORY     - 1943     GOOD             CGS
 SY4400  HISTORY     - 1944     GOOD             CGS
 SY4400  HISTORY     - 1954     GOOD             CGS
 SY4400  HISTORY     - 1958     MARK NOT FOUND   CGS
 SY4400
 SY4400                          STATION DESCRIPTION
 SY4400
 SY4400'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (JAD)
 SY4400'STATION CONSISTS OF THE CENTER OF THE CROSS UPON THE TOWER OF THE
 SY4400'MAIN BUILDING OF THE BROTHERS COLLEGE LOCATED UPON A RISE OF LAND
 SY4400'IN THE SOUTHERN PORTION OF SOUTH PARK DISTRICT OF SEATTLE.  THE
 SY4400'BUILDING IS A CONSPICUOUS LAND MARK AND CAN BE READILY RECOGNIZED.
 SY4400
 SY4400                          STATION RECOVERY (1933)
 SY4400
 SY4400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY4400'FOUND AS DESCRIBED.  BROTHERS COLLEGE NOW CALLED OUR LADY OF
 SY4400'LOURDES LOCATED NW FROM INTERSECTION OF HENDERSON STREET AND
 SY4400'TWELFTH AVENUE S.
 SY4400
 SY4400                          STATION RECOVERY (1943)
 SY4400
 SY4400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4400'RECOVERED AS DESCRIBED.
 SY4400'
 SY4400'THIS IS A LOW CROSS ON SMALL CUPOLA AT THE E END OF THE
 SY4400'FRAME-CONSTRUCTION CHURCH OUR LADY OF LOURDES ON TOP OF THE HILL, NW
 SY4400'OF THE INTERSECTION OF TWELFTH AVENUE SOUTH AND HENDERSON STREET.
 SY4400'THE GROWTH OF TREES AROUND THE CHURCH OBSCURES IT FROM SOME
 SY4400'DIRECTIONS.
 SY4400
 SY4400                          STATION RECOVERY (1944)
 SY4400
 SY4400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (CDM)
 SY4400'RECOVERED AS DESCRIBED.
 SY4400
 SY4400                          STATION RECOVERY (1954)
 SY4400
 SY4400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WWH)
 SY4400'THE MAIN BUILDING OF THE BROTHERS COLLEGE, ON WHICH THE CROSS UPON
 SY4400'THE TOWER WAS SITUATED AND INTERSECTED IN 1917, HAS BEEN DEMOLISHED.
 SY4400'THE PRESENT STRUCTURE UPON THE SAME RISE OF LAND, A FRAME
 SY4400'SHAKE-SIDED CHURCH OUR LADY OF LOURDES, 1040 HENDERSON STREET, WAS
 SY4400'CONFUSED IN THE RECOVERY NOTE OF 1943 AS CARRYING THE CROSS UPON
 SY4400'WHICH THE INTERSECTION WAS MADE IN 1917.
 SY4400
 SY4400                          STATION RECOVERY (1958)
 SY4400
 SY4400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (PAS)
 SY4400'THE STATION IS SHOWN AS NOT RECOVERED IN TRIANGULATION DIAGRAM 6449
 SY4400'BUT THERE IS AN OUR LADY OF LOURDES CHURCH WITH A CROSS MOUNTED ON
 SY4400'A CUPOLA AT THE EAST END OF THE BUILDING AS DESCRIBED BY F.H.H. IN
 SY4400'1943.  LOCAL INQUIRY INDICATES THAT THIS CROSS IS THE ORIGINAL CROSS
 SY4400'ALTHOUGH THERE IS SOME QUESTION AS TO WHETHER IT WAS REBUILT IN THE
 SY4400'SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3952 ***********************************************************************
 SY3952  DESIGNATION -  CATHOLIC INSTITUTION STACK
 SY3952  PID         -  SY3952
 SY3952  STATE/COUNTY-  WA/KING
 SY3952  USGS QUAD   -  
 SY3952
 SY3952                         *CURRENT SURVEY CONTROL
 SY3952  ___________________________________________________________________
 SY3952* NAD 83(1991)-  47 39 47.87624(N)    122 19 52.50771(W)     ADJUSTED  
 SY3952* NAVD 88     -                                                        
 SY3952  ___________________________________________________________________
 SY3952  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 SY3952  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SY3952
 SY3952  HORZ ORDER  -  THIRD
 SY3952
 SY3952.The horizontal coordinates were established by classical geodetic methods
 SY3952.and adjusted by the National Geodetic Survey in December 1991..
 SY3952
 SY3952
 SY3952.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3952
 SY3952.The geoid height was determined by GEOID03.
 SY3952
 SY3952;                    North         East     Units Scale Factor Converg.
 SY3952;SPC WA N     -    74,841.717   387,501.948   MT  0.99997354   -1 06 54.8
 SY3952;SPC WA N     -   245,543.20  1,271,329.31   sFT  0.99997354   -1 06 54.8
 SY3952;UTM  10      - 5,279,095.007   550,209.211   MT  0.99963098   +0 29 39.7
 SY3952
 SY3952                          SUPERSEDED SURVEY CONTROL
 SY3952
 SY3952  NAD 83(1986)-  47 39 47.86946(N)    122 19 52.51250(W) AD(       ) 4
 SY3952  NAD 27      -  47 39 48.51400(N)    122 19 48.06100(W) AD(       ) 3
 SY3952
 SY3952.Superseded values are not recommended for survey control.
 SY3952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3952.See file dsdata.txt to determine how the superseded data were derived.
 SY3952
 SY3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5020979095(NAD 83)
 SY3952
 SY3952  HISTORY     - Date     Condition        Report By
 SY3952  HISTORY     - UNK      MONUMENTED
 SY3952  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY3952  HISTORY     - 20010520 POOR             USPSQD
 SY3952  HISTORY     - 20040827 POOR             USPSQD
 SY3952
 SY3952                          STATION DESCRIPTION
 SY3952
 SY3952'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY3952'THE STATION IS THE RED BRICK OCTAGON SHAPED STACK ABOUT 80 FEET
 SY3952'HIGH, LOCATED 1 BLOCK NORTH OF THE INTERSECTION OF N 46TH STREET
 SY3952'AND CORLISS AVENUE N.  IT IS ON THE GROUNDS OF THE HOUSE OF THE
 SY3952'GOOD SHEPARD SCHOOL AND THE MAIN BUILDING BEARS A PLAQUE GIVING
 SY3952'THE DATE 1906.  NO ONE WAS FOUND WHO DEFINITELY KNEW THE STACK
 SY3952'HAD BEEN BUILT PRIOR TO 1915, BUT SINCE THE MAIN BUILDING WAS
 SY3952'CONSTRUCTED IN 1906, IT IS ASSUMED THE STACK WAS BUILT ABOUT
 SY3952'THE SAME TIME.
 SY3952
 SY3952                          STATION RECOVERY (2001)
 SY3952
 SY3952'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY3952'THE BASE OF THE STACK WAS FOUND AS DESCRIBED.  THE STACK DOES NOT
 SY3952'APPEAR TO BE 80 FEET TALL ANYLONGER.  IT IS ESTIMATED TO BE ONLY 35-40
 SY3952'FT. TALL.
 SY3952
 SY3952                          STATION RECOVERY (2004)
 SY3952
 SY3952'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 SY3952'ALTHOUGH STACK IS HALF THE HEIGHT OF THE ORIGINAL DESCRIPTION, THIS
 SY3952'STACK IS THE ORIGINAL STACK AND MAY HAVE BEEN MODIFIED DUE TO THE
 SY3952'SEATTLE EARTHQUATE IN EARLY 1960S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1800 ***********************************************************************
 TR1800  DESIGNATION -  CATTLE POINT 2
 TR1800  PID         -  TR1800
 TR1800  STATE/COUNTY-  WA/SAN JUAN
 TR1800  USGS QUAD   -  RICHARDSON (1977)
 TR1800
 TR1800                         *CURRENT SURVEY CONTROL
 TR1800  ___________________________________________________________________
 TR1800* NAD 83(1991)-  48 27 04.77653(N)    122 57 44.25863(W)     ADJUSTED  
 TR1800* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 TR1800  ___________________________________________________________________
 TR1800  LAPLACE CORR-          -9.11  (seconds)                    DEFLEC99
 TR1800  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 TR1800
 TR1800  HORZ ORDER  -  SECOND
 TR1800
 TR1800.The horizontal coordinates were established by classical geodetic methods
 TR1800.and adjusted by the National Geodetic Survey in December 1991..
 TR1800
 TR1800.The orthometric height was scaled from a topographic map.
 TR1800
 TR1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1800
 TR1800.The geoid height was determined by GEOID03.
 TR1800
 TR1800;                    North         East     Units Scale Factor Converg.
 TR1800;SPC WA N     -   163,542.572   342,542.747   MT  0.99995917   -1 35 06.2
 TR1800;SPC WA N     -   536,555.92  1,123,825.66   sFT  0.99995917   -1 35 06.2
 TR1800;UTM  10      - 5,366,465.991   502,788.073   MT  0.99960010   +0 01 41.6
 TR1800
 TR1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1800!SPC WA N     -   0.99999973  x   0.99995917  =   0.99995890
 TR1800!UTM  10      -   0.99999973  x   0.99960010  =   0.99959983
 TR1800
 TR1800:                Primary Azimuth Mark                     Grid Az
 TR1800:SPC WA N     -  AVENUE RESET                             007 59 40.2
 TR1800:UTM  10      -  AVENUE RESET                             006 22 52.4
 TR1800
 TR1800|---------------------------------------------------------------------|
 TR1800| PID    Reference Object                     Distance      Geod. Az  |
 TR1800|                                                           dddmmss.s |
 TR1800| TR1801 AVENUE RESET                        APPROX. 1.5 KM 0062434.0 |
 TR1800| CF7670 CATTLE POINT 2 RM 1                   8.930 METERS 25151     |
 TR1800|---------------------------------------------------------------------|
 TR1800
 TR1800                          SUPERSEDED SURVEY CONTROL
 TR1800
 TR1800  NAD 83(1986)-  48 27 04.77750(N)    122 57 44.26273(W) AD(       ) 2
 TR1800  NAD 27      -  48 27 05.42500(N)    122 57 39.63100(W) AD(       ) 2
 TR1800
 TR1800.Superseded values are not recommended for survey control.
 TR1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1800.See file dsdata.txt to determine how the superseded data were derived.
 TR1800
 TR1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0278866466(NAD 83)
 TR1800_MARKER: Z = SEE DESCRIPTION
 TR1800_SETTING: 0 = UNSPECIFIED SETTING
 TR1800
 TR1800  HISTORY     - Date     Condition        Report By
 TR1800  HISTORY     - 1940     MONUMENTED       CGS
 TR1800  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR1800  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TR1800  HISTORY     - 19950404 MARK NOT FOUND   USPSQD
 TR1800
 TR1800                          STATION DESCRIPTION
 TR1800
 TR1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR1800'STATION IS AT THE EASTERN EDGE OF A SAND BLUFF, THE SE TIP OF SAN
 TR1800'JUAN ISLAND 3.0 NAUTICAL MILES E OF EAGLE POINT.  STATION IS IN
 TR1800'A BOULDER BURIED IN THE SOD, 2 METERS BACK FROM THE EDGE OF THE
 TR1800'BLUFF, ABOUT 30 FEET ABOVE HIGH WATER AND APPROXIMATELY 20 FEET
 TR1800'BELOW THE ELEVATION OF CATTLE POINT LIGHT, NOT ON THE SAME SMALL
 TR1800'POINT AS THE LIGHT HOWEVER, WHICH IS ON THE NEXT PART OF THE
 TR1800'POINT TO THE SW.  THE HIGHEST POINT OF LAND IN THE IMMEDIATE
 TR1800'LOCALITY IS ABOUT 50 METERS BACK OF THE STATION.  THE
 TR1800'SOUTHERLY OF THE TWO WHALE ISLANDS IS IN RANGE WITH THE LARGE
 TR1800'GROUP OF TREES ON LONG ISLAND.  THE S END OF GOOSE ISLAND IS
 TR1800'IN RANGE WITH A LIGHT-COLORED SAND BLUFF BEYOND.
 TR1800'
 TR1800'STATION AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS WEDGED
 TR1800'IN DRILL HOLES IN BOULDER.
 TR1800
 TR1800                          STATION RECOVERY (1950)
 TR1800
 TR1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1800'RECOVERED.
 TR1800'
 TR1800'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 TR1800'
 TR1800'ON THE SOUTHEAST TIP OF SAN JUAN ISLAND, ABOUT 3.0 NAUTICAL MILES
 TR1800'EAST SOUTHEAST OF EAGLE POINT, ABOUT 2.6 NAUTICAL MILES SOUTHEAST
 TR1800'OF LOW POINT, ABOUT 115 METERS NORTHEAST OF CATTLE POINT LIGHT,
 TR1800'ON THE FIRST PROMINENT HEADLAND NORTHWEST OF THE LATTER, ABOUT
 TR1800'70 FEET ABOVE THE HIGH WATER LINE, NEAR THE EAST END OF A GRASSY
 TR1800'TONGUE, 3.0 METERS SOUTH OF THE NORTH BANK, 1.2 METERS NORTH OF
 TR1800'THE SOUTH BANK, A STANDARD DISK, STAMPED CATTLE POINT 2 1940, SET
 TR1800'IN A DRILL HOLE IN A BOULDER, AND BURIED 6 INCHES BENEATH THE
 TR1800'SURFACE.
 TR1800'
 TR1800'REFERENCE MARK 1 IS NORTHWEST OF THE STATION, 2.15 METERS NORTH OF
 TR1800'A 3 FOOT SAND BANK, A STANDARD REFERENCE MARK DISK, STAMPED CATTLE
 TR1800'POINT 2 1940 1, SET IN A DRILL HOLE IN A ROCK WHICH IS FLUSH WITH
 TR1800'THE SURFACE.
 TR1800'
 TR1800'THE DISTANCE TO THE REFERENCE MARK WAS VERIFIED.
 TR1800
 TR1800                          STATION RECOVERY (1971)
 TR1800
 TR1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TR1800'THE STATION WAS NOT FOUND, BUT COULD STILL BE BURIED BENEATH
 TR1800'THE SANDY SURFACE.  A REPORT IN 1965 INDICATES THE BOULDER
 TR1800'CONTAINING THE REFERENCE MARK DISK HAD BEEN ERRODED OUT AND WAS
 TR1800'FOUND LAYING ON TOP OF THE GROUND.  NO TRACE OF THE REFERENCE MARK
 TR1800'WAS FOUND AT THIS TIME.  EROSION HAS CHANGED THE AREA TO WHERE
 TR1800'THERE IS NO GRASSY TONGUE DISTINGUISHABLE.
 TR1800'
 TR1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1800'6-1/4 MILES S. OF TOWN OF FRIDAY HARBOR.
 TR1800
 TR1800                          STATION RECOVERY (1995)
 TR1800
 TR1800'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR1800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1802 ***********************************************************************
 TR1802  DESIGNATION -  CATTLE POINT LIGHT
 TR1802  PID         -  TR1802
 TR1802  STATE/COUNTY-  WA/SAN JUAN
 TR1802  USGS QUAD   -  RICHARDSON (1977)
 TR1802
 TR1802                         *CURRENT SURVEY CONTROL
 TR1802  ___________________________________________________________________
 TR1802* NAD 83(1991)-  48 27 02.30612(N)    122 57 47.99819(W)     ADJUSTED  
 TR1802* NAVD 88     -                                                        
 TR1802  ___________________________________________________________________
 TR1802  LAPLACE CORR-          -9.10  (seconds)                    DEFLEC99
 TR1802  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 TR1802
 TR1802  HORZ ORDER  -  THIRD
 TR1802
 TR1802.The horizontal coordinates were established by classical geodetic methods
 TR1802.and adjusted by the National Geodetic Survey in December 1991..
 TR1802
 TR1802
 TR1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1802
 TR1802.The geoid height was determined by GEOID03.
 TR1802
 TR1802;                    North         East     Units Scale Factor Converg.
 TR1802;SPC WA N     -   163,468.422   342,463.828   MT  0.99995910   -1 35 09.0
 TR1802;SPC WA N     -   536,312.65  1,123,566.74   sFT  0.99995910   -1 35 09.0
 TR1802;UTM  10      - 5,366,389.677   502,711.300   MT  0.99960009   +0 01 38.8
 TR1802
 TR1802                          SUPERSEDED SURVEY CONTROL
 TR1802
 TR1802  NAD 83(1986)-  48 27 02.30701(N)    122 57 48.00254(W) AD(       ) 4
 TR1802  NAD 27      -  48 27 02.95400(N)    122 57 43.37100(W) AD(       ) 3
 TR1802
 TR1802.Superseded values are not recommended for survey control.
 TR1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1802.See file dsdata.txt to determine how the superseded data were derived.
 TR1802
 TR1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0271166390(NAD 83)
 TR1802
 TR1802  HISTORY     - Date     Condition        Report By
 TR1802  HISTORY     - 1940     MONUMENTED       CGS
 TR1802  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR1802  HISTORY     - 1957     SEE DESCRIPTION  USN
 TR1802  HISTORY     - 19950404 GOOD             USPSQD
 TR1802
 TR1802                          STATION DESCRIPTION
 TR1802
 TR1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RWK)
 TR1802'STATION IS ON THE SOUTHEAST END OF SAN JUAN ISLAND ON CATTLE POINT
 TR1802'AND ON THE WEST SIDE OF THE ENTRANCE TO SAN JUAN CHANNEL.  STATION
 TR1802'IS THE CENTER OF A WHITE CONCRETE TOWER KNOWN AS CATTLE POINT
 TR1802'LIGHT, ABOUT 90 FEET ABOVE HIGH WATER.
 TR1802'
 TR1802'THIS LIGHT WAS LOCATED BY TRIANGULATION CUTS FROM TWO
 TR1802'TRIANGULATION STATIONS.  IT WAS USED FOR HYDROGRAPHIC CONTROL ONLY.
 TR1802
 TR1802                          STATION RECOVERY (1950)
 TR1802
 TR1802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1802'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TR1802'
 TR1802'ON THE EXTREME SE TIP OF SAN JUAN ISLAND, ON THE W SIDE OF THE
 TR1802'ENTRANCE TO SAN JUAN CHANNEL, ABOUT 65 METERS N OF THE MOST S
 TR1802'TANGENT OF THE ISLAND, ON A SANDY BLUFF ABOUT 90 FEET ABOVE THE
 TR1802'HIGH-WATER LINE, THE CENTER OF A SMALL OCTAGONAL TOWER MOUNTED ON
 TR1802'THE S END OF A SMALL WHITE BUILDING.
 TR1802'
 TR1802'CATTLE POINT LIGHT, ON SOUTHEAST END OF SAN JUAN ISLAND, 94 FEET
 TR1802'ABOVE WATER, AN OCCULTING WHITE LIGHT ON A WHITE CONCRETE HOUSE
 TR1802'AND TOWER, BUILT IN 1888, REBUILT IN 1935.
 TR1802
 TR1802                          STATION RECOVERY (1957)
 TR1802
 TR1802'RECOVERY NOTE BY US NAVY 1957 (CDG)
 TR1802'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION AND
 TR1802'IS UNDER CONSTANT MAINTENANCE.
 TR1802
 TR1802                          STATION RECOVERY (1995)
 TR1802
 TR1802'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR1802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2225 ***********************************************************************
 TR2225  DESIGNATION -  CAUTION
 TR2225  PID         -  TR2225
 TR2225  STATE/COUNTY-  WA/SAN JUAN
 TR2225  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2225
 TR2225                         *CURRENT SURVEY CONTROL
 TR2225  ___________________________________________________________________
 TR2225* NAD 83(1991)-  48 33 30.48239(N)    123 00 42.51654(W)     ADJUSTED  
 TR2225* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR2225  ___________________________________________________________________
 TR2225  LAPLACE CORR-          -8.30  (seconds)                    DEFLEC99
 TR2225  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 TR2225
 TR2225  HORZ ORDER  -  SECOND
 TR2225
 TR2225.The horizontal coordinates were established by classical geodetic methods
 TR2225.and adjusted by the National Geodetic Survey in December 1991..
 TR2225
 TR2225.The orthometric height was scaled from a topographic map.
 TR2225
 TR2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2225
 TR2225.The geoid height was determined by GEOID03.
 TR2225
 TR2225;                    North         East     Units Scale Factor Converg.
 TR2225;SPC WA N     -   175,553.914   339,218.724   MT  0.99997181   -1 37 18.9
 TR2225;SPC WA N     -   575,963.13  1,112,920.10   sFT  0.99997181   -1 37 18.9
 TR2225;UTM  10      - 5,378,374.646   499,128.566   MT  0.99960001   -0 00 31.9
 TR2225
 TR2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2225!SPC WA N     -   1.00000269  x   0.99997181  =   0.99997450
 TR2225!UTM  10      -   1.00000269  x   0.99960001  =   0.99960270
 TR2225
 TR2225:                Primary Azimuth Mark                     Grid Az
 TR2225:SPC WA N     -  EGG 2                                    024 26 13.8
 TR2225:UTM  10      -  EGG 2                                    022 49 26.8
 TR2225
 TR2225|---------------------------------------------------------------------|
 TR2225| PID    Reference Object                     Distance      Geod. Az  |
 TR2225|                                                           dddmmss.s |
 TR2225| TR2105 EGG 2                               APPROX. 2.4 KM 0224854.9 |
 TR2225| CF7671 CAUTION RM 1                          4.428 METERS 22819     |
 TR2225| CF7672 CAUTION RM 2                          4.100 METERS 32045     |
 TR2225|---------------------------------------------------------------------|
 TR2225
 TR2225                          SUPERSEDED SURVEY CONTROL
 TR2225
 TR2225  NAD 83(1986)-  48 33 30.48408(N)    123 00 42.51824(W) AD(       ) 2
 TR2225  NAD 27      -  48 33 31.12700(N)    123 00 37.87500(W) AD(       ) 2
 TR2225
 TR2225.Superseded values are not recommended for survey control.
 TR2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2225.See file dsdata.txt to determine how the superseded data were derived.
 TR2225
 TR2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9912978375(NAD 83)
 TR2225_MARKER: DS = TRIANGULATION STATION DISK
 TR2225_SETTING: 66 = SET IN ROCK OUTCROP
 TR2225
 TR2225  HISTORY     - Date     Condition        Report By
 TR2225  HISTORY     - 1940     MONUMENTED       CGS
 TR2225  HISTORY     - 1950     GOOD             CGS
 TR2225  HISTORY     - 1953     GOOD             CGS
 TR2225  HISTORY     - 1954     GOOD             CGS
 TR2225  HISTORY     - 1983     GOOD             USPSQD
 TR2225  HISTORY     - 1988     GOOD             USPSQD
 TR2225  HISTORY     - 1988     GOOD             USPSQD
 TR2225
 TR2225                          STATION DESCRIPTION
 TR2225
 TR2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2225'STATION IS ON THE SE PART OF POINT CAUTION, THE NEAREST PART OF
 TR2225'THIS PENINSULA TO THE ENTRANCE TO PARKS BAY AND 2.1 NAUTICAL MILES
 TR2225'FROM TURN ISLAND.  SHORE LINE IS ABOUT STRAIGHT FOR 100 METERS TO
 TR2225'THE NW.  SE OF THE STATION SHORE LINE MAKES BACK INTO A BIGHT BETWEEN
 TR2225'THIS STATION AND THE NEXT STATION TO THE SE.  REID ROCK BUOY SHOWS
 TR2225'ABOUT 2 DEG TO THE LEFT OF TURN ROCK LIGHT.  THE RIGHT TANGENT OF
 TR2225'JONES ISLAND SHOWS MIDWAY BETWEEN YELLOW AND LOW ISLANDS.  STATION IS
 TR2225'3 METERS BACK FROM THE HIGH-WATER LINE, 5 METERS OUT FROM THE FIRST
 TR2225'TREES AND 4 FEET ABOVE HIGH WATER.
 TR2225'
 TR2225'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 TR2225'DRILL HOLES IN OUTCROPPING BEDROCK.
 TR2225
 TR2225                          STATION RECOVERY (1950)
 TR2225
 TR2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2225'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2225'CONDITION.
 TR2225'
 TR2225'STATION IS ON THE E SIDE OF SAN JUAN ISLAND, ABOUT 1.7 MILES N OF
 TR2225'FRIDAY HARBOR, ON THE SE TIP OF POINT CAUTION, ABOUT 180 METERS N OF
 TR2225'THE PACIFIC TELEPHONE AND TELEGRAPH CABLE SIGN, 10.1 METERS NE OF
 TR2225'A TRIANGLE BLAZED ON A 36-INCH FIR TREE (THE ONLY LARGE TREE ON THE
 TR2225'POINT), 4.5 METERS SW OF THE HIGH-WATER LINE.
 TR2225'
 TR2225'STATION MARK IS A BRONZE STATION DISK STAMPED CAUTION 1940, SET IN
 TR2225'A DRILL HOLE FLUSH WITH THE SURFACE.
 TR2225'
 TR2225'R.M. 1 IS S OF THE STATION, IMMEDIATELY N OF A SMALL ROCK BIGHT.  IT
 TR2225'IS A BRONZE REFERENCE DISK STAMPED CAUTION 1940 1 SET IN A DRILL
 TR2225'HOLE, AND PROJECTING SLIGHTLY.
 TR2225'
 TR2225'R.M. 2 IS W OF THE STATION.  IT IS A BRONZE REFERENCE DISK,
 TR2225'STAMPED CAUTION 1940 2, SET IN A DRILL HOLE, AND PROJECTING
 TR2225'SLIGHTLY.
 TR2225'
 TR2225'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2225
 TR2225                          STATION RECOVERY (1953)
 TR2225
 TR2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR2225'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR2225'AS DESCRIBED BY L.C.W. IN 1940.  THE ORIGINAL DESCRIPTION IS
 TR2225'ADEQUATE.  THE FOLLOWING MEASUREMENTS, MADE TO THE REFERENCE
 TR2225'MARKS, ARE IN AGREEMENT WITH THE ORIGINAL MEASUREMENTS--
 TR2225'
 TR2225'STATION TO REFERENCE MARK 1 IS 4.429 M. (14.535 FT.).
 TR2225'
 TR2225'STATION TO REFERENCE MARK 2 IS 4.100 M. (13.45 FT.).
 TR2225
 TR2225                          STATION RECOVERY (1954)
 TR2225
 TR2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2225'STATION RECOVERED IN GOOD CONDITION.  1940 DESCRIPTION COMPLETE AND
 TR2225'ADEQUATE.
 TR2225
 TR2225                          STATION RECOVERY (1983)
 TR2225
 TR2225'RECOVERY NOTE BY US POWER SQUADRON 1983 (DSS)
 TR2225'CAUTION 1940 RECOVERED GOOD.
 TR2225'
 TR2225'STATION AND BOTH REFERENCE MARKS RECOVERED NO DESCRIPTION
 TR2225'AVAILABLE.
 TR2225'
 TR2225'ABOUT 24 FEET INLAND FROM RM NO. 1 THERE IS A LARGE TRIANGULAR
 TR2225'BLAZE IN A DEAD 30 INCH FIR TREE WHICH IS BROKEN OFF 10 FEET
 TR2225'ABOVE THE GROUND.
 TR2225
 TR2225                          STATION RECOVERY (1988)
 TR2225
 TR2225'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEM)
 TR2225'RECOVERED IN GOOD CONDITION.
 TR2225
 TR2225                          STATION RECOVERY (1988)
 TR2225
 TR2225'RECOVERY NOTE BY US POWER SQUADRON 1988 (SG)
 TR2225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1201 ***********************************************************************
 TR1201  DESIGNATION -  CAVANAUGH RESET
 TR1201  PID         -  TR1201
 TR1201  STATE/COUNTY-  WA/SKAGIT
 TR1201  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1201
 TR1201                         *CURRENT SURVEY CONTROL
 TR1201  ___________________________________________________________________
 TR1201* NAD 83(1991)-  48 29 08.28772(N)    122 32 53.55286(W)     ADJUSTED  
 TR1201* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1201  ___________________________________________________________________
 TR1201  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 TR1201  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1201
 TR1201  HORZ ORDER  -  SECOND
 TR1201
 TR1201.The horizontal coordinates were established by classical geodetic methods
 TR1201.and adjusted by the National Geodetic Survey in December 1991..
 TR1201
 TR1201.The orthometric height was scaled from a topographic map.
 TR1201
 TR1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1201
 TR1201.The geoid height was determined by GEOID03.
 TR1201
 TR1201;                    North         East     Units Scale Factor Converg.
 TR1201;SPC WA N     -   166,591.718   373,247.659   MT  0.99996284   -1 16 36.3
 TR1201;SPC WA N     -   546,559.66  1,224,563.36   sFT  0.99996284   -1 16 36.3
 TR1201;UTM  10      - 5,370,377.439   533,384.015   MT  0.99961369   +0 20 17.9
 TR1201
 TR1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1201!SPC WA N     -   1.00000310  x   0.99996284  =   0.99996594
 TR1201!UTM  10      -   1.00000310  x   0.99961369  =   0.99961679
 TR1201
 TR1201:                Primary Azimuth Mark                     Grid Az
 TR1201:SPC WA N     -  SWINOMISH CHAN N ENT LIGHT 6             001 47 04.0
 TR1201:UTM  10      -  SWINOMISH CHAN N ENT LIGHT 6             000 10 09.8
 TR1201
 TR1201|---------------------------------------------------------------------|
 TR1201| PID    Reference Object                     Distance      Geod. Az  |
 TR1201|                                                           dddmmss.s |
 TR1201| TR0978 SWINOMISH CHAN N ENT LIGHT 6        APPROX. 1.5 KM 0003027.7 |
 TR1201| TR1205 SWINOMISH SLOUGH N ENT LT 2         APPROX. 0.7 KM 0650741.8 |
 TR1201| TR1148 BAYVIEW METHODIST CHURCH SPIRE      APPROX. 5.4 KM 0905347.9 |
 TR1201| TR1215 SWINOMISH SLOUGH N ENT LT 4         APPROX. 1.6 KM 1245942.7 |
 TR1201| TR0975 SWINOMISH CHAN N ENT LT 18          APPROX. 1.6 KM 1252015.5 |
 TR1201| TR1235 SWINOMISH SLOUGH N ENT LT 6         APPROX. 2.8 KM 1371844.6 |
 TR1201| TR0977 SWINOMISH CHAN N ENT LT 26          APPROX. 2.8 KM 1372625.0 |
 TR1201| TR0242 DELLA                               APPROX. 4.5 KM 1394727.3 |
 TR1201| TR0974 SWINOMISH CHAN E POWER POLE         APPROX. 4.3 KM 1422853.7 |
 TR1201| TR1225 SWINOMISH SLOUGH HWY BRI E LT       APPROX. 4.2 KM 1431128.0 |
 TR1201| TR0979 SWINOMISH CHAN W POWER POLE         APPROX. 4.1 KM 1443549.4 |
 TR1201| CF7673 CAVANAUGH RM 1                        4.322 METERS 21254     |
 TR1201| CF7674 CAVANAUGH RM 2                       14.608 METERS 34035     |
 TR1201| TR0971 HUCKLEBERRY ISLAND LT 6             APPROX. 5.8 KM 3460558.6 |
 TR1201| TR0976 SWINOMISH CHAN N ENT LT 2           APPROX. 2.9 KM 3462029.6 |
 TR1201| TR1922 MARCH POINT LIGHT                   APPROX. 2.9 KM 3462230.6 |
 TR1201|---------------------------------------------------------------------|
 TR1201
 TR1201                          SUPERSEDED SURVEY CONTROL
 TR1201
 TR1201  NAD 83(1986)-  48 29 08.29204(N)    122 32 53.56041(W) AD(       ) 2
 TR1201  NAD 27      -  48 29 08.91000(N)    122 32 48.95300(W) AD(       ) 2
 TR1201
 TR1201.Superseded values are not recommended for survey control.
 TR1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1201.See file dsdata.txt to determine how the superseded data were derived.
 TR1201
 TR1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3338470377(NAD 83)
 TR1201_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1201_SETTING: 80 = SET IN A BOULDER
 TR1201_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TR1201_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1201+STABILITY: SURFACE MOTION
 TR1201
 TR1201  HISTORY     - Date     Condition        Report By
 TR1201  HISTORY     - 1939     MONUMENTED       CGS
 TR1201  HISTORY     - 1942     GOOD             CGS
 TR1201  HISTORY     - 1950     GOOD             CGS
 TR1201  HISTORY     - 1953     GOOD             CGS
 TR1201  HISTORY     - 1955     GOOD             CGS
 TR1201  HISTORY     - 1973     GOOD             USGS
 TR1201  HISTORY     - 1978     GOOD             NGS
 TR1201  HISTORY     - 1983     GOOD             USPSQD
 TR1201  HISTORY     - 1984     GOOD             NOS
 TR1201  HISTORY     - 1985     POOR             WADNR
 TR1201
 TR1201                          STATION DESCRIPTION
 TR1201
 TR1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1201'RECOVERED AS DESCRIBED.  ON THE W SHORE OF PADILLA BAY, ABOUT 1 MILE
 TR1201'S OF MARCH POINT, ON A SLIGHTLY ROUNDED POINT, THE LAST FROM WHICH
 TR1201'THE E TANGENT OF BOAT HARBOR MAY BE SEEN, ON THE GRAVEL AND ROCK
 TR1201'BEACH, IN THE TOP OF A LARGE LIGHTBROWN COLORED BOULDER PROJECTING
 TR1201'ABOUT 10 INCHES ABOVE THE BEACH, A BRONZE DISK STAMPED CAVANAUGH
 TR1201'1886-1939.
 TR1201'
 TR1201'THE STATION, A LARGE LIGHT-BROWN COLORED GRANITE BOULDER AND A
 TR1201'LARGER BLUE COLORED BOULDER ARE ALL IN RANGE WITH HAT ISLAND, THE
 TR1201'FORMER 4.3 METERS TOWARD AND THE LATTER 4.7 METERS AWAY FROM THE
 TR1201'ISLAND.  A SMOOTH CHOCOLATE-COLORED BOULDER LIES 2.4 METERS NORMAL
 TR1201'TO THIS RANGE AND TOWARD THE BAY.  THE STATION COVERS AT THE HIGHER
 TR1201'HIGH TIDES.
 TR1201
 TR1201                          STATION RECOVERY (1942)
 TR1201
 TR1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCP)
 TR1201'STATION RECOVERED AS DESCRIBED BY R.W.K., 1939.  IT IS COVERED WITH
 TR1201'WATER AT HIGHER HIGH TIDE.
 TR1201'
 TR1201'REFERENCE MARK NO.1 IS A BRONZE DISK SET IN A DRILL HOLE IN A
 TR1201'GRANITE BOULDER AND IS STAMPED CAVANAUGH 1 1939, AND IS ABOUT 1 FOOT
 TR1201'HIGHER THAN THE STATION.  REFERENCE MARK NO.2 IS A BRONZE DISK SET
 TR1201'IN A DRILL HOLE IN A GRANITE BOULDER, AND STAMPED CAVANAUGH 2
 TR1201'1939, AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 TR1201'
 TR1201'TO REACH STATION GO WESTERLY ON STATE HIGHWAY 1 FOR 8.8 MILES TO THE
 TR1201'W END OF THE SWINOMISH SLOUGH HIGHWAY BRIDGE, CONTINUE ON HIGHWAY 1
 TR1201'FOR 1.3 MILES.  THENCE TURN RIGHT, ACROSS RAILROAD TRACKS AND
 TR1201'FOLLOW ROAD ALONG SHORELINE TO A TRAIL LEADING DOWN TO THE BEACH AND
 TR1201'A SMALL BOATHOUSE, THENCE GO N ALONG THE BEACH ABOUT 75 YARDS TO
 TR1201'STATION.
 TR1201
 TR1201                          STATION RECOVERY (1950)
 TR1201
 TR1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1201'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 TR1201'THE DISTANCE TO THE REFERENCE MARKS WAS VERIFIED AND FOUND TO BE
 TR1201'IN AGREEMENT WITH THE 1942 MEASUREMENTS.
 TR1201'
 TR1201'STATION IS ON THE W SIDE OF PADILLA BAY, ABOUT 1 MILE S OF MARCH
 TR1201'POINT, W OF SWINOMISH SLOUGH LIGHT 10, ON A ROUNDED PROMONTORY, E OF
 TR1201'P. BARNETTS HOUSE AT THE TOP OF THE BLUFF, AT THE BASE OF A 20-FOOT
 TR1201'BLUFF, ON THE BEACH, AND 6 METERS E OF THE HIGH-WATER LINE.
 TR1201'
 TR1201'STATION MARK IS A STANDARD STATION DISK, STAMPED CAVANAUGH 1886 1939,
 TR1201'SET IN A DRILL HOLE IN A BLUE-COLORED BOULDER WHICH IS COVERED AT
 TR1201'HIGH TIDE.
 TR1201'
 TR1201'R.M. 1 IS INSHORE FROM THE STATION, IN A SMALL BOULDER ON THE BEACH
 TR1201'WHICH LIES JUST N OF A LARGE BOULDER AT THE BASE OF THE BANK.  IT IS
 TR1201'A STANDARD REFERENCE-MARK DISK, STAMPED CAVANAUGH 1 1939, SET IN A
 TR1201'DRILL HOLE IN THE ROCK.
 TR1201'
 TR1201'R.M. 2 IS N OF THE STATION, ALONG THE HIGH-WATER LINE.  IT IS A
 TR1201'STANDARD REFERENCE-MARK DISK, STAMPED CAVANAUGH 2 1939, SET IN A
 TR1201'DRILL HOLE IN A BROWN-COLORED ROCK.
 TR1201'
 TR1201'TO REACH THE STATION FROM WHITMARSH JUNCTION, FOLLOW THE MARCH
 TR1201'POINT ROAD TO THE P. BARNETT RESIDENCE, CROSS A SMALL CLEARED AREA
 TR1201'TO THE E AND FOLLOW A PATH TO THE BASE OF THE BANK AND THE
 TR1201'STATION.
 TR1201
 TR1201                          STATION RECOVERY (1953)
 TR1201
 TR1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1201'RECOVERED IN GOOD CONDITION AS DESCRIBED A COMPLETE DESCRIPTION
 TR1201'FOLLOWS--
 TR1201'
 TR1201'ON FIDALGO ISLAND, ON THE WEST SHORE OF PADILLA BAY, ABOUT 1.4 MILES
 TR1201'NORTH ALONG COUNTY ROAD FROM STATE HIGHWAY NO.1 AT WHITMARSH
 TR1201'JUNCTION.  IMMEDIATE AREA IS MARKED BY TRAIL TO BEACH IN CLEARED AREA
 TR1201'ELY ACROSS COUNTY ROAD FROM E.H. OGDEN HOME, RT. 2, BOX 376.  ON A
 TR1201'SLIGHTLY ROUNDED POINT, THE LAST FROM WHICH THE E TANGENT OF BOAT
 TR1201'HARBOR MAY BE SEEN, ON THE GRAVEL AND ROCK BEACH, IN THE TOP OF A
 TR1201'LARGE LIGHT-BROWN BOULDER PROJECTING ABOUT 10 INCHES ABOVE THE
 TR1201'BEACH AND 12 FEET OUTSIDE MEAN HIGH WATER.  A STANDARD DISK STAMPED
 TR1201'CAVANAUGH 1886 1939.
 TR1201'
 TR1201'THE STATION, A LARGE LIGHT-BROWN GRANITE BOULDER, AND A LARGER
 TR1201'BLUE COLORED BOULDER ARE ALL ON RANGE WITH HAT ISLAND.  THE BROWN
 TR1201'COLORED BOULDER IS 4.3 METERS OFFSHORE FROM THE STATION AND THE BLUE
 TR1201'BOULDER IS 4.7 METERS INSHORE FROM THE STATION.  A SMOOTH
 TR1201'CHOCOLATE-COLORED BOULDER LIES 2.4 METERS NORMAL TO THIS RANGE AND
 TR1201'TOWARD THE BAY.  THE STATION AND REFERENCE MARKS COVER AT HIGH
 TR1201'TIDES.
 TR1201'
 TR1201'R.M. 1 IS A STANDARD DISK STAMPED CAVANAUGH 1 CEMENTED IN DRILL HOLE
 TR1201'IN A BLUE BOULDER PROJECTING ABOUT 1 FOOT AND 2 FEET NORTH OF THE
 TR1201'LARGER BLUE BOULDER MENTIONED ABOVE.
 TR1201'
 TR1201'R.M. 2 IS A STANDARD DISK STAMPED CAVANAUGH 2 1939 CEMENTED IN A
 TR1201'GRAYISH COLORED BOULDER ABOUT 4 FT X 3 FT X 2-1/2 FT.
 TR1201
 TR1201                          STATION RECOVERY (1955)
 TR1201
 TR1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (BM)
 TR1201'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AS DESCRIBED
 TR1201'WITH THE FOLLOWING EXCEPTION--
 TR1201'
 TR1201'THE HOUSE DESCRIBED IN 1950 AS BELONGING TO P. BARNETT IS NOW
 TR1201'OCCUPIED BY E.H. OGDEN, ROUTE 2, BOX 376.
 TR1201
 TR1201                          STATION RECOVERY (1973)
 TR1201
 TR1201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1201'ALL MARKS FOUND IN GOOD CONDITION AND AS DESCRIBED.  AN ADDITION
 TR1201'TO THE DESCRIPTION FOLLOWS--STATION IS ABOUT 200 YARDS NORTH OF
 TR1201'THE SMALL PIER AT THE FOOT OF A LONG STAIRWAY.  IT IS AT A SMALL
 TR1201'POINT 12 FEET FROM THE SHORELINE.
 TR1201
 TR1201                          STATION RECOVERY (1978)
 TR1201
 TR1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CNL)
 TR1201'NO OBSERVATIONS MADE DURING THIS VISIT.
 TR1201'
 TR1201'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 TR1201'CONDITION.  THE DISK HAS BEEN BROKEN OFF REFERENCE MARK NO. 1, BUT
 TR1201'THE STEM REMAINS IN THE BOULDER AND WILL SERVE AS A REFERENCE MARK.
 TR1201'
 TR1201'THE STATION IS ON THE WEST SIDE OF PADILLA BAY, 2-1/2 MILES
 TR1201'NORTHWEST OF THE BRIDGE OVER SWINOMISH CHANNEL, 1 MILE SOUTH OF
 TR1201'MARCH POINT AND ON THE BEACH NEAR THE EAST SECTION LINE OF SECTION
 TR1201'28, T 35 N, R 2 E.
 TR1201'
 TR1201'TO REACH FROM THE BRIDGE OVER SWINOMISH CHANEL, ON STATE HIGHWAY
 TR1201'20, ABOUT 6 MILES SOUTHEAST OF ANACORTES AND 9 MILES WEST OF MOUNT
 TR1201'VERNON, GO WESTERLY ON STATE HIGHWAY 20 TO THE FIRST ROAD LEADING
 TR1201'NORTH, TURN RIGHT AND GO NORTHERLY 0.8 MILE TO A T-ROAD, KEEP RIGHT
 TR1201'AND GO NORTH 1.6 MILES TO THE BOB EVANS RESIDENCE AT 1086 EAST MARCH
 TR1201'POINT DRIVE.  FOLLOW THE STEPS AND TRAIL TO THE BEACH, THEN SOUTH
 TR1201'ALONG THE BEACH FOR ABOUT 130 YARDS TO THE SMALL, ROUNDED POINT AND
 TR1201'THE STATION.
 TR1201'
 TR1201'THE STATION MARK, STAMPED CAVANAUGH 1886 1939, IS A STANDARD DISK
 TR1201'SET IN A DARK BLUE BOULDER 2-1/2 X 3-FEET AND PROJECTING 1 FOOT.  IT
 TR1201'IS 29 FEET EAST OF THE BANK AT THE HIGH WATER LINE AND 15 FEET
 TR1201'NORTHEAST OF A 5X8X4-FOOT BOULDER.
 TR1201'
 TR1201'REFERENCE MARK NO. 1 IS 14.1 FEET WEST OF THE STATION, 17. FEET EAST
 TR1201'OF THE BANK AT THE HIGH WATER LINE AND AT THE NORTH EDGE OF THE
 TR1201'5X8X4-FOOT BOULDER.  DISK HAS BEEN BROKEN OFF BUT THE STEM REMAINS
 TR1201'IN THE BOULDER.
 TR1201'
 TR1201'REFERENCE MARK NO. 2, STAMPED CAVANAUGH 2 1939, IS A STANDARD DISK
 TR1201'SET IN A 3X5X2-FOOT BOULDER, 47.6 FEET NORTH OF THE STATION AND 39
 TR1201'FEET EAST OF THE BANK AT THE HIGH WATER LINE.
 TR1201'
 TR1201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES
 TR1201'EAST-SOUTHEAST OF ANACORTES.
 TR1201
 TR1201                          STATION RECOVERY (1983)
 TR1201
 TR1201'RECOVERY NOTE BY US POWER SQUADRON 1983 (MEH)
 TR1201'CAVANAUGH 1886 1939 RECOVERED GOOD.  BUT DISK IS BATTERED.
 TR1201'
 TR1201'CAVANAUGH 1 1939 STEM RECOVERED, DISK MISSING.
 TR1201'
 TR1201'CAVANAUGH 2 1939 RECOVERED GOOD, BUT DATE BATTERED.
 TR1201'
 TR1201'EASILY RECOVERED FROM 1978 DESCRIPTION.  TRAIL TO REACH IS POSTED
 TR1201'AND PERMISSION SHOULD BE REQUESTED FROM EVANS HOUSEHOLD ACROSS THE
 TR1201'ROAD TO CROSS THEIR LAND.
 TR1201
 TR1201                          STATION RECOVERY (1984)
 TR1201
 TR1201'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR1201'THE STATION WAS RECOVERED AT THIS DATE.
 TR1201'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TR1201'CONDITION AS DESCRIBED BY C.L.N. IN 1978.
 TR1201'
 TR1201'THE STATION IS A STANDARD CGS DISK,
 TR1201'STAMPED---CAVANAUGH 1886 1939---, SET IN A DRILL HOLE ON TOP OF A
 TR1201'3-FOOT BOULDER ON A BEACH.
 TR1201
 TR1201                          STATION RECOVERY (1985)
 TR1201
 TR1201'RECOVERY NOTE BY WA DEPT OF NAT RES 1985 (EEO)
 TR1201'CAVANAUGH 1886 1939 FOUND POOR-MUTILATED.
 TR1201'
 TR1201'R.M. 1 FOUND POOR - CAP MISSING.
 TR1201'
 TR1201'CAVANAUGH 2 1939 FOUND GOOD.
 TR1201'
 TR1201'STATION DESCRIPTION IS STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2018 ***********************************************************************
 SY2018  DESIGNATION -  CAVNESS
 SY2018  PID         -  SY2018
 SY2018  STATE/COUNTY-  WA/KING
 SY2018  USGS QUAD   -  AUBURN (1994)
 SY2018
 SY2018                         *CURRENT SURVEY CONTROL
 SY2018  ___________________________________________________________________
 SY2018* NAD 83(1991)-  47 20 36.68301(N)    122 11 49.55291(W)     ADJUSTED  
 SY2018* NAVD 88     -       132.4    (meters)     434.     (feet)  VERTCON   
 SY2018  ___________________________________________________________________
 SY2018  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 SY2018  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 SY2018
 SY2018  HORZ ORDER  -  FIRST
 SY2018
 SY2018.The horizontal coordinates were established by classical geodetic methods
 SY2018.and adjusted by the National Geodetic Survey in December 1991..
 SY2018
 SY2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2018
 SY2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2018
 SY2018.The geoid height was determined by GEOID03.
 SY2018
 SY2018;                    North         East     Units Scale Factor Converg.
 SY2018;SPC WA N     -    39,107.052   396,946.197   MT  1.00003286   -1 00 55.3
 SY2018;SPC WA N     -   128,303.72  1,302,314.31   sFT  1.00003286   -1 00 55.3
 SY2018;SPC WA S     -   224,822.463   371,764.733   MT  1.00000235   -1 13 58.0
 SY2018;SPC WA S     -   737,605.03  1,219,698.13   sFT  1.00000235   -1 13 58.0
 SY2018;UTM  10      - 5,243,652.257   560,648.585   MT  0.99964520   +0 35 25.8
 SY2018
 SY2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2018!SPC WA N     -   0.99998282  x   1.00003286  =   1.00001568
 SY2018!SPC WA S     -   0.99998282  x   1.00000235  =   0.99998517
 SY2018!UTM  10      -   0.99998282  x   0.99964520  =   0.99962802
 SY2018
 SY2018|---------------------------------------------------------------------|
 SY2018| PID    Reference Object                     Distance      Geod. Az  |
 SY2018|                                                           dddmmss.s |
 SY2018| CE3441 CAVNESS RM 1                          8.937 METERS 09030     |
 SY2018| SY2009 CHRISTOPHER                         430.588 METERS 2321303.6 |
 SY2018| SY2528 FEDERAL WAY DIST 124 SPIPE 5B       APPROX. 5.4 KM 2550145.5 |
 SY2018| CE3442 CAVNESS RM 2                         19.284 METERS 27056     |
 SY2018| SY2058 SN 1 4 COR SEC 32 5                  20.344 METERS 27218     |
 SY2018|---------------------------------------------------------------------|
 SY2018
 SY2018                          SUPERSEDED SURVEY CONTROL
 SY2018
 SY2018  NAD 83(1986)-  47 20 36.67560(N)    122 11 49.56459(W) AD(       ) 1
 SY2018  NAD 27      -  47 20 37.31259(N)    122 11 45.13500(W) AD(       ) 1
 SY2018  NGVD 29 (07/19/86)  131.3    (m)          431.     (f) VERT ANG       
 SY2018
 SY2018.Superseded values are not recommended for survey control.
 SY2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2018.See file dsdata.txt to determine how the superseded data were derived.
 SY2018
 SY2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6064943652(NAD 83)
 SY2018_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY2018
 SY2018  HISTORY     - Date     Condition        Report By
 SY2018  HISTORY     - 1973     MONUMENTED       NGS
 SY2018  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY2018
 SY2018                          STATION DESCRIPTION
 SY2018
 SY2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LDF)
 SY2018'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH-NORTHEAST OF AUBURN,
 SY2018'3 MILES SOUTH-SOUTHEAST OF KENT IN A FIELD THAT IS TO BE A HOUSING
 SY2018'DEVELOPMENT AND IS JUST NORTH OF THE HIGHEST PART OF THE HILL.  IT
 SY2018'IS ON THE PROPERTY OF, AND PERMISSION WAS OBTAINED FROM, MR. OTIS
 SY2018'H. CAVNESS, TELEPHONE NUMBER UL2-4249.  IT IS IN THE NE 1/4 SEC
 SY2018'5, T21N, R5E.
 SY2018'
 SY2018'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 516
 SY2018'AND 515 IN THE EAST EDGE OF KENT, GO EAST ON STATE HIGHWAY 516
 SY2018'FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON 108
 SY2018'AVENUE SE FOR 1.45 MILES TO WHERE THE ROAD TURNS LEFT AT A DEAD
 SY2018'END.  TURN LEFT AND GO EAST FOR 0.25 MILE TO 112 AVENUE SE, TURN
 SY2018'RIGHT AND GO SOUTH ON 112 AVENUE SE FOR 0.5 MILE TO SE 290
 SY2018'STREET.  TURN RIGHT AND GO WEST ON SE 290 STREET FOR 0.25 MILE
 SY2018'TO 107 AVENUE SE.  TURN RIGHT AND GO NORTH ON A TRACK ROAD
 SY2018'ALONG THE EAST SIDE OF A FENCE FOR 0.1 MILE TO AN EAST-WEST
 SY2018'FENCE AND THE STATION.
 SY2018'
 SY2018'THE STATION MARK IS A STANDARD DISK STAMPED CAVNESS 1972, SET
 SY2018'IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT
 SY2018'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET EAST OF A
 SY2018'FENCE CORNER, 5.0 FEET EAST OF A METAL WITNESS POST AND 2.0 FEET
 SY2018'SOUTH OF AN EAST-WEST FENCE.  THE UNDERGROUND DISK IS 38 INCHES
 SY2018'BELOW THE GROUND SURFACE.
 SY2018'
 SY2018'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAVNESS NO 1 1972,
 SY2018'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS
 SY2018'ABOUT 10 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 SY2018'IS 34.2 FEET EAST OF A METAL WITNESS POST AND 1.5 FEET SOUTH OF
 SY2018'THE EAST-WEST FENCE LINE.
 SY2018'
 SY2018'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAVNESS NO 2 1972,
 SY2018'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS
 SY2018'ABOUT 4 INCHES ABOVE THE GROUND SURFACE AND IS ABOUT THE SAME
 SY2018'ELEVATION AS THE STATION.  IT IS 58.5 FEET WEST OF A METAL
 SY2018'WITNESS POST, 4.6 FEET SOUTHEAST OF THE FENCE CORNER AND 1.1
 SY2018'FEET SOUTH OF AN EAST-WEST FENCE.
 SY2018'
 SY2018'AS THE REFERENCE MARKS AND THE STATION WERE ALL IN LINE, NO
 SY2018'MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS.
 SY2018'
 SY2018'CHRISTOPHER 1936 MAY BE USED AS THE AZIMUTH MARK.
 SY2018'
 SY2018'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 SY2018
 SY2018                          STATION RECOVERY (1988)
 SY2018
 SY2018'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1091 ***********************************************************************
 SW1091  DESIGNATION -  CAYUSE
 SW1091  PID         -  SW1091
 SW1091  STATE/COUNTY-  WA/STEVENS
 SW1091  USGS QUAD   -  BENJAMIN LAKE (1985)
 SW1091
 SW1091                         *CURRENT SURVEY CONTROL
 SW1091  ___________________________________________________________________
 SW1091* NAD 83(1991)-  47 49 31.20818(N)    118 02 38.60876(W)     ADJUSTED  
 SW1091* NAVD 88     -       832.2    (meters)    2730.     (feet)  VERTCON   
 SW1091  ___________________________________________________________________
 SW1091  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 SW1091  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 SW1091
 SW1091  HORZ ORDER  -  SECOND
 SW1091
 SW1091.The horizontal coordinates were established by classical geodetic methods
 SW1091.and adjusted by the National Geodetic Survey in December 1991..
 SW1091
 SW1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1091
 SW1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1091
 SW1091.The geoid height was determined by GEOID03.
 SW1091
 SW1091;                    North         East     Units Scale Factor Converg.
 SW1091;SPC WA N     -    95,546.591   708,797.218   MT  0.99995523   +2 04 36.0
 SW1091;SPC WA N     -   313,472.44  2,325,445.54   sFT  0.99995523   +2 04 36.0
 SW1091;UTM  11      - 5,297,414.977   421,855.865   MT  0.99967504   -0 46 25.7
 SW1091
 SW1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1091!SPC WA N     -   0.99987255  x   0.99995523  =   0.99982778
 SW1091!UTM  11      -   0.99987255  x   0.99967504  =   0.99954763
 SW1091
 SW1091:                Primary Azimuth Mark                     Grid Az
 SW1091:SPC WA N     -  MONDOVI                                  120 52 05.3
 SW1091:UTM  11      -  MONDOVI                                  123 43 07.0
 SW1091
 SW1091|---------------------------------------------------------------------|
 SW1091| PID    Reference Object                     Distance      Geod. Az  |
 SW1091|                                                           dddmmss.s |
 SW1091| SV1399 MONDOVI                             APPROX. 4.1 KM 1225641.3 |
 SW1091| SW1092 TUBBS IS                            APPROX. 3.7 KM 2343940.8 |
 SW1091| SW1085 SLIDE IS                            APPROX. 4.1 KM 2360759.9 |
 SW1091| CF1203 CAYUSE RM 1                           6.514 METERS 28208     |
 SW1091|---------------------------------------------------------------------|
 SW1091
 SW1091                          SUPERSEDED SURVEY CONTROL
 SW1091
 SW1091  NAD 83(1986)-  47 49 31.21148(N)    118 02 38.60697(W) AD(       ) 2
 SW1091  NAD 27      -  47 49 31.63800(N)    118 02 34.70700(W) AD(       ) 2
 SW1091  NGVD 29 (07/19/86)  831.0    (m)         2726.     (f) VERT ANG       
 SW1091
 SW1091.Superseded values are not recommended for survey control.
 SW1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1091.See file dsdata.txt to determine how the superseded data were derived.
 SW1091
 SW1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN2185697415(NAD 83)
 SW1091_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1091_SETTING: 66 = SET IN ROCK OUTCROP
 SW1091_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1091
 SW1091  HISTORY     - Date     Condition        Report By
 SW1091  HISTORY     - 1935     MONUMENTED       BOR
 SW1091
 SW1091                          STATION DESCRIPTION
 SW1091
 SW1091'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1091'STATION IS LOCATED IN SEC. 20, T. 27 N., R. 38 E., WM, NEAR TOP
 SW1091'OF CAYUSE MOUNTAIN, ON SMALL OUTCROP JUST BELOW AND TO THE S OF
 SW1091'HIGHEST POINT.
 SW1091'
 SW1091'TO REACH FROM LITTLE FALLS POWER PLANT, FOLLOW WELLPINIT
 SW1091'ROAD.  4.6, TURN LEFT OFF MAIN ROAD.  5.8, LEFT FORK, PASS
 SW1091'FARMHOUSES.  6.3 RIGHT FORK, DOWN LANE.  7.5 LEFT FORK.  7.7, TURN
 SW1091'OFF ROAD TO LEFT AND SWING ACROSS DRAW ABOVE FARMHOUSE.  7.85 MEET
 SW1091'OLD ROAD.  8.4, TAKE LEFT FORK TOWARD LEFT EDGE OF CAYUSE MT.
 SW1091'9.5, TURN RIGHT UP DRAW TOWARD TOP OF HILL.  9.7, LEAVE CAR.
 SW1091'STATION IS NEAR TOP OF RIDGE LEFT OF DRAW.
 SW1091'
 SW1091'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 15A,
 SW1091'RESPECTIVELY.
 SW1091'
 SW1091'HEIGHT OF STAND ABOVE STATION MARK 1.23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0574 ***********************************************************************
 RC0574  DESIGNATION -  CBL 19
 RC0574  PID         -  RC0574
 RC0574  STATE/COUNTY-  WA/KLICKITAT
 RC0574  USGS QUAD   -  RUFUS (1971)
 RC0574
 RC0574                         *CURRENT SURVEY CONTROL
 RC0574  ___________________________________________________________________
 RC0574* NAD 83(1986)-  45 42 56.     (N)    120 41 36.     (W)     SCALED    
 RC0574* NAVD 88     -        86.603  (meters)     284.13   (feet)  ADJUSTED  
 RC0574  ___________________________________________________________________
 RC0574  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RC0574  DYNAMIC HT  -          86.601 (meters)     284.12  (feet)  COMP
 RC0574  MODELED GRAV-     980,595.1   (mgal)                       NAVD 88
 RC0574
 RC0574  VERT ORDER  -  FIRST     CLASS I
 RC0574
 RC0574.The horizontal coordinates were scaled from a topographic map and have
 RC0574.an estimated accuracy of +/- 6 seconds.
 RC0574
 RC0574.The orthometric height was determined by differential leveling
 RC0574.and adjusted by the National Geodetic Survey in June 1991..
 RC0574
 RC0574.The geoid height was determined by GEOID03.
 RC0574
 RC0574.The dynamic height is computed by dividing the NAVD 88
 RC0574.geopotential number by the normal gravity value computed on the
 RC0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0574.degrees latitude (g = 980.6199 gals.).
 RC0574
 RC0574.The modeled gravity was interpolated from observed gravity values.
 RC0574
 RC0574;                    North         East    Units  Estimated Accuracy
 RC0574;SPC WA S     -    42,500.      484,950.      MT  (+/- 180 meters Scaled)
 RC0574
 RC0574                          SUPERSEDED SURVEY CONTROL
 RC0574
 RC0574  NGVD 29 (??/??/92)   85.616  (m)          280.89   (f) ADJ UNCH    1 1
 RC0574
 RC0574.Superseded values are not recommended for survey control.
 RC0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0574.See file dsdata.txt to determine how the superseded data were derived.
 RC0574
 RC0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR795650(NAD 83)
 RC0574_MARKER: DD = SURVEY DISK
 RC0574_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0574_SP_SET: CONCRETE DECK
 RC0574_STAMPING: C B L 19
 RC0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0574
 RC0574  HISTORY     - Date     Condition        Report By
 RC0574  HISTORY     - UNK      MONUMENTED       DOD
 RC0574  HISTORY     - 1968     GOOD             NGS
 RC0574
 RC0574                          STATION DESCRIPTION
 RC0574
 RC0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0574'IN JOHN DAY DAM.
 RC0574'AT JOHN DAY DAM, AT THE NORTHWEST END OF THE POWERHOUSE STRUCTURE,
 RC0574'0.35 MILE NORTHWEST ALONG A CONCRETE ROADWAY FROM BENCH MARK CBL 2
 RC0574'(USE), IN THE TOP OF THE CONCRETE ROADWAY DECK, ABOUT MIDWAY BETWEEN
 RC0574'TWO RAILS, 92 FEET SOUTHEAST OF THE SOUTHEAST END OF A SPILLWAY
 RC0574'STRUCTURE, 22.6 FEET SOUTHWEST OF THE NORTHEAST END OF A GUARDRAIL,
 RC0574'6.0 FEET NORTHEAST OF THE EAST CORNER OF THREE STEEL GRATES PROJECTING
 RC0574'FROM THE NORTHWEST END OF THE POWERHOUSE STRUCTURE, AND ABOUT LEVEL
 RC0574'WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0575 ***********************************************************************
 RC0575  DESIGNATION -  CBL 21
 RC0575  PID         -  RC0575
 RC0575  STATE/COUNTY-  WA/KLICKITAT
 RC0575  USGS QUAD   -  RUFUS (1971)
 RC0575
 RC0575                         *CURRENT SURVEY CONTROL
 RC0575  ___________________________________________________________________
 RC0575* NAD 83(1986)-  45 43 09.     (N)    120 41 48.     (W)     SCALED    
 RC0575* NAVD 88     -        86.617  (meters)     284.18   (feet)  ADJUSTED  
 RC0575  ___________________________________________________________________
 RC0575  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 RC0575  DYNAMIC HT  -          86.614 (meters)     284.17  (feet)  COMP
 RC0575  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 RC0575
 RC0575  VERT ORDER  -  FIRST     CLASS I
 RC0575
 RC0575.The horizontal coordinates were scaled from a topographic map and have
 RC0575.an estimated accuracy of +/- 6 seconds.
 RC0575
 RC0575.The orthometric height was determined by differential leveling
 RC0575.and adjusted by the National Geodetic Survey in June 1991..
 RC0575
 RC0575.The geoid height was determined by GEOID03.
 RC0575
 RC0575.The dynamic height is computed by dividing the NAVD 88
 RC0575.geopotential number by the normal gravity value computed on the
 RC0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0575.degrees latitude (g = 980.6199 gals.).
 RC0575
 RC0575.The modeled gravity was interpolated from observed gravity values.
 RC0575
 RC0575;                    North         East    Units  Estimated Accuracy
 RC0575;SPC WA S     -    42,910.      484,690.      MT  (+/- 180 meters Scaled)
 RC0575
 RC0575                          SUPERSEDED SURVEY CONTROL
 RC0575
 RC0575  NGVD 29 (??/??/92)   85.629  (m)          280.93   (f) ADJ UNCH    1 1
 RC0575
 RC0575.Superseded values are not recommended for survey control.
 RC0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0575.See file dsdata.txt to determine how the superseded data were derived.
 RC0575
 RC0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR792654(NAD 83)
 RC0575_MARKER: DD = SURVEY DISK
 RC0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0575_SP_SET: CONCRETE DECK
 RC0575_STAMPING: C B L 21 21
 RC0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0575+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2002
 RC0575
 RC0575  HISTORY     - Date     Condition        Report By
 RC0575  HISTORY     - UNK      MONUMENTED       DOD
 RC0575  HISTORY     - 1968     GOOD             NGS
 RC0575  HISTORY     - 20020117 GOOD             USE
 RC0575
 RC0575                          STATION DESCRIPTION
 RC0575
 RC0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0575'IN JOHN DAY DAM.
 RC0575'AT JOHN DAY DAM, AT THE NAVIGATION LOCK, 0.6 MILE SOUTH OF BENCH MARK
 RC0575'C 428, 0.3 MILE NORTHWEST ALONG A CONCRETE ROADWAY FROM BENCH MARK CBL
 RC0575'19 (USE), IN THE TOP OF THE CONCRETE DECK OF THE NORTHWEST LOCK
 RC0575'STRUCTURE, ABOUT 150 FEET NORTHWEST AND ACROSS THE NAVIGATION LOCK
 RC0575'FROM THE NORTHWEST END OF THE SPILLWAY STRUCTURE, ABOUT 55 FEET
 RC0575'SOUTHEAST OF A STEEL ANTENNA TOWER, 21.5 FEET EAST OF THE SOUTHEAST
 RC0575'END OF THE SOUTHWEST GATE TO A DECK, 19.0 FEET NORTHEAST OF THE
 RC0575'SOUTHWEST CONCRETE GUARDWALL, 26 FEET NORTHWEST OF THE NORTHWEST END
 RC0575'OF THE NORTHEAST FLOOD GATE, AND ABOUT LEVEL WITH THE ROADWAY.
 RC0575
 RC0575                          STATION RECOVERY (2002)
 RC0575
 RC0575'RECOVERY NOTE BY US ENGINEERS 2002 (CLB)
 RC0575'DISK IS NEAR CENTER OF DECK ON A RAISED CONC PLATFORM AT THE NAV LOCK.
 RC0575'ACCESS FROM THE WA SHORE IS BLOCKED BY A FENCE. TO ACCESS GET
 RC0575'PERMISSION JN DAY DAM PROJ MGR  CHECKING IN AT GATE ON THE OR SHORE.
 RC0575'PROCEED TO OFFICE  AND CHECK IN (AGAIN), THEN PROCEED ACROSS THE DAM,
 RC0575'FOLLOW THE ROADWAY ACROSS THE DAM AND AROUND THE NAV LOCK.  ACCESS
 RC0575'DISK BY THE STAIRCASE AT THE UPSTREAM END OF THE LOCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0780 ***********************************************************************
 SW0780  DESIGNATION -  CC
 SW0780  PID         -  SW0780
 SW0780  STATE/COUNTY-  WA/GRANT
 SW0780  USGS QUAD   -  GEORGE (1978)
 SW0780
 SW0780                         *CURRENT SURVEY CONTROL
 SW0780  ___________________________________________________________________
 SW0780* NAD 83(1986)-  47 05 19.     (N)    119 52 32.     (W)     SCALED    
 SW0780* NAVD 88     -       378.896  (meters)    1243.09   (feet)  ADJUSTED  
 SW0780  ___________________________________________________________________
 SW0780  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 SW0780  DYNAMIC HT  -         378.919 (meters)    1243.17  (feet)  COMP
 SW0780  MODELED GRAV-     980,662.8   (mgal)                       NAVD 88
 SW0780
 SW0780  VERT ORDER  -  SECOND    CLASS 0
 SW0780
 SW0780.The horizontal coordinates were scaled from a topographic map and have
 SW0780.an estimated accuracy of +/- 6 seconds.
 SW0780
 SW0780.The orthometric height was determined by differential leveling
 SW0780.and adjusted by the National Geodetic Survey in June 1991..
 SW0780
 SW0780.The geoid height was determined by GEOID03.
 SW0780
 SW0780.The dynamic height is computed by dividing the NAVD 88
 SW0780.geopotential number by the normal gravity value computed on the
 SW0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0780.degrees latitude (g = 980.6199 gals.).
 SW0780
 SW0780.The modeled gravity was interpolated from observed gravity values.
 SW0780
 SW0780;                    North         East    Units  Estimated Accuracy
 SW0780;SPC WA S     -   195,290.      547,410.      MT  (+/- 180 meters Scaled)
 SW0780
 SW0780                          SUPERSEDED SURVEY CONTROL
 SW0780
 SW0780  NGVD 29 (??/??/92)  377.765  (m)         1239.38   (f) ADJ UNCH    2 0
 SW0780
 SW0780.Superseded values are not recommended for survey control.
 SW0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0780.See file dsdata.txt to determine how the superseded data were derived.
 SW0780
 SW0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN817190(NAD 83)
 SW0780_MARKER: P = PIPE CAP
 SW0780_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0780_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0780_STAMPING: T19N S36 R23E T19N R24E S31 CC56 T18N 36
 SW0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0780
 SW0780  HISTORY     - Date     Condition        Report By
 SW0780  HISTORY     - UNK      MONUMENTED       BOR
 SW0780  HISTORY     - 1967     GOOD             NGS
 SW0780
 SW0780                          STATION DESCRIPTION
 SW0780
 SW0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0780'2.0 MI NW FROM GEORGE.
 SW0780'THE MARK IS 273 FEET NORTH OF THE CENTER OF BASE LINE ROAD, 256 FEET
 SW0780'WEST OF THE CENTER OF COUNTY ROAD R-W, 40 FEET NORTH OF THE PROJECTED
 SW0780'LINE OF THE POWER POLES TO THE EAST, 37 FEET WEST OF THE CENTER OF AN
 SW0780'OLD ROAD, AND 3 FEET WEST OF THE EXTENDED CENTER LINE OF THE BLACK TOP
 SW0780'ROAD TO THE SOUTH.  THE MARK IS A US BUREAU OF RECLAMATION CAP ON A
 SW0780'PIPE WHICH PROJECTS 6 INCHES.  A METAL WITNESS POST WAS SET 1 FOOT
 SW0780'NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0154 ***********************************************************************
 TQ0154  DESIGNATION -  CC
 TQ0154  PID         -  TQ0154
 TQ0154  STATE/COUNTY-  WA/OKANOGAN
 TQ0154  USGS QUAD   -  SLATE PEAK (1963)
 TQ0154
 TQ0154                         *CURRENT SURVEY CONTROL
 TQ0154  ___________________________________________________________________
 TQ0154* NAD 83(1986)-  48 41 27.     (N)    120 37 47.     (W)     SCALED    
 TQ0154* NAVD 88     -      1604.696  (meters)    5264.74   (feet)  ADJUSTED  
 TQ0154  ___________________________________________________________________
 TQ0154  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 TQ0154  DYNAMIC HT  -        1604.588 (meters)    5264.39  (feet)  COMP
 TQ0154  MODELED GRAV-     980,485.6   (mgal)                       NAVD 88
 TQ0154
 TQ0154  VERT ORDER  -  FIRST     CLASS II
 TQ0154
 TQ0154.The horizontal coordinates were scaled from a topographic map and have
 TQ0154.an estimated accuracy of +/- 6 seconds.
 TQ0154
 TQ0154.The orthometric height was determined by differential leveling
 TQ0154.and adjusted by the National Geodetic Survey in June 1991..
 TQ0154
 TQ0154.The geoid height was determined by GEOID03.
 TQ0154
 TQ0154.The dynamic height is computed by dividing the NAVD 88
 TQ0154.geopotential number by the normal gravity value computed on the
 TQ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0154.degrees latitude (g = 980.6199 gals.).
 TQ0154
 TQ0154.The modeled gravity was interpolated from observed gravity values.
 TQ0154
 TQ0154;                    North         East    Units  Estimated Accuracy
 TQ0154;SPC WA N     -   188,020.      514,990.      MT  (+/- 180 meters Scaled)
 TQ0154
 TQ0154                          SUPERSEDED SURVEY CONTROL
 TQ0154
 TQ0154  NGVD 29 (??/??/92) 1603.311  (m)         5260.20   (f) ADJ UNCH    1 2
 TQ0154
 TQ0154.Superseded values are not recommended for survey control.
 TQ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0154.See file dsdata.txt to determine how the superseded data were derived.
 TQ0154
 TQ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU744957(NAD 83)
 TQ0154_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 TQ0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0154_SP_SET: PINE TREE
 TQ0154_STAMPING: CC
 TQ0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0154
 TQ0154  HISTORY     - Date     Condition        Report By
 TQ0154  HISTORY     - UNK      MONUMENTED       CGS
 TQ0154  HISTORY     - 1958     GOOD             NGS
 TQ0154
 TQ0154                          STATION DESCRIPTION
 TQ0154
 TQ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TQ0154'2.9 MI SE FROM HARTS PASS GUARD STA.
 TQ0154'2.9 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE GUARD STATION AT
 TQ0154'HARTS PASS, SET IN THE NORTHWEST ROOT OF A 12-INCH PINE TREE, 23 FEET
 TQ0154'NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET HIGHER THAN THE
 TQ0154'ROAD, AND 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0534 ***********************************************************************
 SA0534  FBN         -  This is a Federal Base Network Control Station.
 SA0534  DESIGNATION -  CC 253
 SA0534  PID         -  SA0534
 SA0534  STATE/COUNTY-  WA/ADAMS
 SA0534  USGS QUAD   -  LIND (1970)
 SA0534
 SA0534                         *CURRENT SURVEY CONTROL
 SA0534  ___________________________________________________________________
 SA0534* NAD 83(1998)-  46 58 22.41166(N)    118 35 20.42775(W)     ADJUSTED  
 SA0534* NAVD 88     -       449.534  (meters)    1474.85   (feet)  ADJUSTED  
 SA0534  ___________________________________________________________________
 SA0534  X           -  -2,086,450.181 (meters)                     COMP
 SA0534  Y           -  -3,828,567.827 (meters)                     COMP
 SA0534  Z           -   4,640,022.838 (meters)                     COMP
 SA0534  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 SA0534  ELLIP HEIGHT-         429.31  (meters)          (03/21/00) GPS OBS
 SA0534  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 SA0534  DYNAMIC HT  -         449.554 (meters)    1474.91  (feet)  COMP
 SA0534  MODELED GRAV-     980,643.5   (mgal)                       NAVD 88
 SA0534
 SA0534  HORZ ORDER  -  A
 SA0534  VERT ORDER  -  FIRST     CLASS II
 SA0534  ELLP ORDER  -  THIRD     CLASS II
 SA0534
 SA0534.The horizontal coordinates were established by GPS observations
 SA0534.and adjusted by the National Geodetic Survey in March 2000..
 SA0534.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA0534.DATUM ITEM on the data sheet items page.
 SA0534
 SA0534.The orthometric height was determined by differential leveling
 SA0534.and adjusted by the National Geodetic Survey in June 1991..
 SA0534
 SA0534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA0534
 SA0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA0534
 SA0534.The ellipsoidal height was determined by GPS observations
 SA0534.and is referenced to NAD 83.
 SA0534
 SA0534.The geoid height was determined by GEOID03.
 SA0534
 SA0534.The dynamic height is computed by dividing the NAVD 88
 SA0534.geopotential number by the normal gravity value computed on the
 SA0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0534.degrees latitude (g = 980.6199 gals.).
 SA0534
 SA0534.The modeled gravity was interpolated from observed gravity values.
 SA0534
 SA0534;                    North         East     Units Scale Factor Converg.
 SA0534;SPC WA S     -   184,001.095   645,392.605   MT  0.99993749   +1 23 17.3
 SA0534;SPC WA S     -   603,676.93  2,117,425.57   sFT  0.99993749   +1 23 17.3
 SA0534;UTM  11      - 5,203,377.080   379,134.733   MT  0.99977955   -1 09 42.3
 SA0534
 SA0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA0534!SPC WA S     -   0.99993271  x   0.99993749  =   0.99987020
 SA0534!UTM  11      -   0.99993271  x   0.99977955  =   0.99971227
 SA0534
 SA0534                          SUPERSEDED SURVEY CONTROL
 SA0534
 SA0534  NAD 83(1991)-  46 58 22.41065(N)    118 35 20.42814(W) AD(       ) B
 SA0534  ELLIP H (05/29/91)  429.39   (m)                       GP(       ) 4 1
 SA0534  NAVD 88 (11/01/99)  449.53   (m)         1474.8    (f) LEVELING    3  
 SA0534  NGVD 29 (??/??/92)  448.418  (m)         1471.18   (f) ADJ UNCH    1 2
 SA0534
 SA0534.Superseded values are not recommended for survey control.
 SA0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0534.See file dsdata.txt to determine how the superseded data were derived.
 SA0534
 SA0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN7913503377(NAD 83)
 SA0534_MARKER: DB = BENCH MARK DISK
 SA0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0534_SP_SET: CONCRETE POST
 SA0534_STAMPING: CC 253 1944
 SA0534_MARK LOGO: CGS   
 SA0534_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0534+STABILITY: SURFACE MOTION
 SA0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA0534+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 SA0534
 SA0534  HISTORY     - Date     Condition        Report By
 SA0534  HISTORY     - 1944     MONUMENTED       CGS
 SA0534  HISTORY     - 19900322 GOOD             NGS
 SA0534  HISTORY     - 19981010 GOOD             NGS
 SA0534
 SA0534                          STATION DESCRIPTION
 SA0534
 SA0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0534'1.4 MI E FROM LIND.
 SA0534'1.4 MILES EAST OF THE POST OFFICE AT LIND, AT THE AIRPORT, 0.1 MILE
 SA0534'EAST OF THE HANGER, AT THE POINT WHERE THE AIRPORT ROADS TURNS SOUTH
 SA0534'DOWN A GRADE, 15 FEET NORTH OF THE CENTER OF THE ROAD, 2 FEET WEST OF
 SA0534'A MARKER POST, 1 FOOT NORTH OF THE FENCE, PROJECTING 0.6 FEET.  A
 SA0534'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST.
 SA0534
 SA0534                          STATION RECOVERY (1990)
 SA0534
 SA0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SA0534'THE STATION IS LOCATED ABOUT 45.1 KM (28.0 MI) EAST-NORTHEAST OF
 SA0534'OTHELLO, 32.1 KM (19.9 MI) NORTHWEST OF WASHTUCNA, 24.1 KM (15.0 MI)
 SA0534'SOUTHWEST OF RITZVILLE AND AT THE LIND AIRPORT.
 SA0534'TO REACH FROM THE POST OFFICE IN LIND, GO EAST ON SECOND STREET FOR
 SA0534'0.16 KM (0.10 MI) TO A CROSS ROAD.  CONTINUE EAST ON STATE ROUTE 21
 SA0534'FOR 1.93 KM (1.20 MI) TO A CROSS ROAD.  TURN LEFT AND GO NORTH UPHILL
 SA0534'ON THE SURFACED ROAD FOR 0.32 KM (0.20 MI) TO THE TOP OF THE GRADE,
 SA0534'TWO CATTLE GUARD AND THE STATION ON THE RIGHT.
 SA0534'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 SA0534'RECESSED 0.10 M (0.33 FT) BELOW THE GROUND SURFACE.  IT IS 14.8 M
 SA0534'(48.6 FT) EAST OF THE SOUTHEAT CORNER OF A CATTLE GUARD, 12.4 M
 SA0534'(40.7 FT) NORTH OF THE NORTHWEST CORNER OF A CATTLE GUARD. 0.9 M
 SA0534'(3.0 FT) WEST OF A WITNESS POST, 0.9 M (3.0 FT) EAST OF A WITNESS
 SA0534'POST AND 0.3 M (1.0 FT) NORTH OF THE NORTH ONE OF TWO FENCES.
 SA0534
 SA0534                          STATION RECOVERY (1998)
 SA0534
 SA0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 SA0534'1.4 MI (2.3 KM) E FROM LIND.  1.4 MILES (2.3 KM) EAST OF THE POST
 SA0534'OFFICE AT LIND, AT THE AIRPORT, 0.1 MILE (0.2 KM) EAST OF THE HANGER,
 SA0534'AT THE POINT WHERE THE AIRPORT ROADS TURNS SOUTH DOWN A GRADE, 15 FEET
 SA0534'(4.6 M) NORTH OF THE CENTER OF THE ROAD, 2 FEET (0.6 M) WEST OF A
 SA0534'MARKER POST, 1 FOOT (0.3 M) NORTH OF THE FENCE, PROJECTING 0.6 FEET.
 SA0534'(18.3 CM) A BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2423 ***********************************************************************
 TR2423  SACS        -  This is a Secondary Airport Control Station.
 TR2423  DESIGNATION -  CCA 2
 TR2423  PID         -  TR2423
 TR2423  STATE/COUNTY-  WA/CLALLAM
 TR2423  USGS QUAD   -  PORT ANGELES (1985)
 TR2423
 TR2423                         *CURRENT SURVEY CONTROL
 TR2423  ___________________________________________________________________
 TR2423* NAD 83(1998)-  48 07 04.38236(N)    123 29 28.63178(W)     ADJUSTED  
 TR2423* NAVD 88     -        85.26   (meters)     279.7    (feet)  GPS OBS   
 TR2423  ___________________________________________________________________
 TR2423  X           -  -2,354,028.413 (meters)                     COMP
 TR2423  Y           -  -3,557,724.404 (meters)                     COMP
 TR2423  Z           -   4,725,685.530 (meters)                     COMP
 TR2423  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 TR2423  ELLIP HEIGHT-          65.10  (meters)          (07/02/01) GPS OBS
 TR2423  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 TR2423
 TR2423  HORZ ORDER  -  FIRST
 TR2423  ELLP ORDER  -  THIRD     CLASS II
 TR2423
 TR2423.This mark is at William R Fairchild Intl Airport (CLM)
 TR2423
 TR2423.The horizontal coordinates were established by GPS observations
 TR2423.and adjusted by the National Geodetic Survey in July 2001..
 TR2423.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR2423.DATUM ITEM on the data sheet items page.
 TR2423
 TR2423.The orthometric height was determined by GPS observations and a
 TR2423.high-resolution geoid model.
 TR2423
 TR2423.GPS derived orthometric heights for airport stations designated as
 TR2423.PACS or SACS are published to 2 decimal places.  This maintains
 TR2423.centimeter relative accuracy between the PACS and SACS.  It does
 TR2423.not indicate centimeter accuracy relative to other marks which are
 TR2423.part of the NAVD 88 network.
 TR2423
 TR2423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR2423
 TR2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2423
 TR2423.The ellipsoidal height was determined by GPS observations
 TR2423.and is referenced to NAD 83.
 TR2423
 TR2423.The geoid height was determined by GEOID03.
 TR2423
 TR2423;                    North         East     Units Scale Factor Converg.
 TR2423;SPC WA N     -   127,705.925   302,152.366   MT  0.99994225   -1 58 44.0
 TR2423;SPC WA N     -   418,981.86    991,311.55   sFT  0.99994225   -1 58 44.0
 TR2423;UTM  10      - 5,329,519.388   463,435.844   MT  0.99961643   -0 21 56.8
 TR2423
 TR2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2423!SPC WA N     -   0.99998980  x   0.99994225  =   0.99993205
 TR2423!UTM  10      -   0.99998980  x   0.99961643  =   0.99960623
 TR2423
 TR2423|---------------------------------------------------------------------|
 TR2423| PID    Reference Object                     Distance      Geod. Az  |
 TR2423|                                                           dddmmss.s |
 TR2423| CF7676 CCA 2 RM 3                           21.990 METERS 01551     |
 TR2423| TR0772 CCA                                 207.313 METERS 18748     |
 TR2423| AC5158 CCA 2 RM 4                           23.026 METERS 28425     |
 TR2423| TR2425 CCA AZ MK                           APPROX. 0.7 KM 2880315.8 |
 TR2423| TR2479 CCA 2 AZ MK                         APPROX. 0.8 KM 2971314.4 |
 TR2423| CF8359 PORT ANGELES TEL RELAY TOWER                       3073727.4 |
 TR2423|---------------------------------------------------------------------|
 TR2423
 TR2423                          SUPERSEDED SURVEY CONTROL
 TR2423
 TR2423  NAD 83(1998)-  48 07 04.38194(N)    123 29 28.63279(W) AD(       ) 1
 TR2423  ELLIP H (07/23/97)   65.13   (m)                       GP(       ) 3 1
 TR2423  NAD 83(1991)-  48 07 04.37874(N)    123 29 28.63443(W) AD(       ) 3
 TR2423  NAD 83(1986)-  48 07 04.37788(N)    123 29 28.64229(W) AD(       ) 3
 TR2423  NAD 27      -  48 07 05.04780(N)    123 29 23.95584(W) AD(       ) 3
 TR2423  NGVD 29 (07/19/86)   83.6    (m)          274.     (f) VERT ANG       
 TR2423
 TR2423.Superseded values are not recommended for survey control.
 TR2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2423.See file dsdata.txt to determine how the superseded data were derived.
 TR2423
 TR2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6343629519(NAD 83)
 TR2423_MARKER: DH = HORIZONTAL CONTROL DISK
 TR2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2423_STAMPING: CCA 2 1978
 TR2423_MARK LOGO: NGS   
 TR2423_PROJECTION: FLUSH
 TR2423_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2423+STABILITY: SURFACE MOTION
 TR2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2423+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1997
 TR2423
 TR2423  HISTORY     - Date     Condition        Report By
 TR2423  HISTORY     - 1978     MONUMENTED       NGS
 TR2423  HISTORY     - 1978     GOOD             NGS
 TR2423  HISTORY     - 1981     GOOD             NGS
 TR2423  HISTORY     - 19960810 GOOD             CHANCE
 TR2423  HISTORY     - 19970912 GOOD             NGS
 TR2423
 TR2423                          STATION DESCRIPTION
 TR2423
 TR2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TR2423'TRIANGULATION STATION CCA 2 WAS ESTABLISHED TO PERMIT MAJOR
 TR2423'ALTERATIONS TO THE AIRPORT, AND TRIANGULATION STATION CCA 1955
 TR2423'WAS DESTROYED.  SEE DESCRIPTION FOR TRIANGULATION STATION CCA 2.
 TR2423'
 TR2423'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR2423'3 MILES SOUTHWEST OF PORT ANGELES.
 TR2423
 TR2423                          STATION RECOVERY (1978)
 TR2423
 TR2423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 TR2423'THE STATION MARK REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 TR2423'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 TR2423'AND DIRECTION TO ALL THE MARKS COMPARED FAVORABLY WITH THE 1978
 TR2423'DESCRIPTION.  THE AZIMUTH MARK WILL BE DESTROYED BY IMPROVEMENTS TO
 TR2423'THE RUNWAYS ON THE AIRPORT, THEREFORE A NEW AZIMUTH MARK WAS
 TR2423'ESTABLISHED AT THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 TR2423'
 TR2423'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF PORT ANGLES ON THE
 TR2423'PORT ANGLES AIR PORT, PERMISSION MUST BE OBTAINED FROM MR PAUL L.
 TR2423'VICK THE AIRPORT MANAGER OR FROM MR EDWARD BROWN THE AIRPORT
 TR2423'SUPERVISOR.
 TR2423'
 TR2423'TO REACH THE STATION FROM THE POST OFFICE IN PORT ANGLES, GO NORTH ON
 TR2423'VINE STREET FOR 0.05 MILES TO U.S. HIGHWAY 101.  TURN LEFT AND GO
 TR2423'WESTERLY ON U.S. HIGHWAY 101 AND STATE HIGHWAY 112 FOR 1.1 MILES TO
 TR2423'THEIR JUNCTION.  CONTINUE SOUTHWESTERY ON U.S. HIGHWAY 101 FOR 1.2
 TR2423'MILES TO A SIDE RD RIGHT AIRPORT ROAD.  TURN RIGHT AND GO WEST ON
 TR2423'AIRPORT ROAD FOR 0.5 MILES TO THE INTERSECTION OF WEST BOULEVARD.
 TR2423'CONTINUE WESTERLY ON WEST BOULEVARD FOR 0.7 MILE TO A SIDE ROAD
 TR2423'RIGHT.  TURN RIGHT AND GO NORTH ON L STREET FOR 0.2 MILE TO A SIDE
 TR2423'ROAD LEFT AND A METAL GATE.  THESE GATES ARE LOCKED AT TIMES THE KEY
 TR2423'MAY BE OBTAINED FROM EDWARD BROWN.  TURN LEFT PASSING THROUGH THE
 TR2423'GATE AND GO WEST ON THE GRAVELED ROAD FOR 0.2 MILE TO A SIDE ROAD
 TR2423'LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 MILE THENCE TURN RIGHT AND GO
 TR2423'WEST ALONG THE NORTH SIDE OF THE RUNWAY FOR 0.25 MILE TO THE STATION
 TR2423'ON THE RIGHT AND A WINDSOCK.
 TR2423'
 TR2423'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 TR2423'---CCA 2 1978---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM
 TR2423'(10 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 0.61 METER (2.0
 TR2423'FEET) SSW FROM THE WIND SOCK, 23.2 METERS (76 FEET) E FROM THE RUNWAY
 TR2423'END IDENTIFIER LIGHT, AND 15.8 METERS (52 FEET) N FROM THE NORTH EDGE
 TR2423'OF THE RUNWAY.
 TR2423'
 TR2423'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TR2423'STAMPED---CCA 2 1978---SET INTO AN IRREGULAR MASS OF CONCRETE.
 TR2423'
 TR2423'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TR2423'STAMPED---CCA 2 NO 3 1978---SET INTO THE TOP OF A SQUARE CONCRETE
 TR2423'MONUMENT 25 CM (10 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 37.8
 TR2423'METERS (124 FEET) N FROM THE NORTH EDGE OF THE RUNWAY, 42.1 METERS
 TR2423'(138 FEET) S FROM THE WIND SOCK, 32.0 METERS (105 FEET) NE FROM THE
 TR2423'RUNWAY END IDENTIFIER LIGHT, AND IS LEVEL WITH THE STATION.
 TR2423'
 TR2423'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TR2423'STAMPED---CCA 2 NO 4 1978---SET IN A DRILL HOLE IN THE CONCRETE
 TR2423'BASE OF THE RUNWAY END IDENTIFIER LIGHT.  MARK IS LOCATED 15.5 METERS
 TR2423'(51 FEET) N FROM THE NORTH EDGE OF THE RUNWAY, 0.15 METER (0.5 FOOT)
 TR2423'SW FROM THE NORTH EAST CORNER OF THE CONCRETE BASE OF THE RUNWAY END
 TR2423'IDENTIFIER LIGHT, AND IS LEVEL WITH THE STATION.
 TR2423'
 TR2423'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 TR2423'---CCA 2 1978---SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE
 TR2423'FLUSH WITH THE GROUND LOCATED 1.2 METERS (4 FEET) E FROM A METAL
 TR2423'WITNESS POST WITH SIGN SET IN A FENCE LINE, 20.4 METERS (67 FEET) W
 TR2423'FROM THE WEST EDGE OF THE NORTH-SOUTH TAXIWAY, AND 1.5 METERS (5
 TR2423'FEET) N FROM WHERE A DRAINAGE DITCH CROSSED THE FENCE LINE.
 TR2423'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ALONG THE
 TR2423'NORTH SIDE OF THE EAST-WEST RUNWAY, CROSSING THE NORTH-SOUTH RUNWAY
 TR2423'FOR 0.2 MILE TO THE WEST EDGE OF THE NORTH-SOUTH TAXIWAY.  TURN RIGHT
 TR2423'AND GO NORTH ALONG THE WEST EDGE OF THE TAXIWAY FOR 0.2 MILE TO THE
 TR2423'MARK ON THE LEFT SET NEAR THE FENCE LINE.
 TR2423
 TR2423                          STATION RECOVERY (1981)
 TR2423
 TR2423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GFS)
 TR2423'THE STATION MARK, AZIMUTH MARK AND BOTH RMS WERE RECOVERED AS
 TR2423'DESCRIBED IN GOOD CONDITION.
 TR2423'
 TR2423'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 TR2423'OF PORT ANGELES.
 TR2423
 TR2423                          STATION RECOVERY (1996)
 TR2423
 TR2423'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 TR2423'STATION IS LOCATED ABOUT 22 MILES (35.4 KM) SOUTH OF VICTORIA B.C.,
 TR2423'CANADA, 18.5 MILES (29.8 KM) WEST OF SEQUIM, IN PORT ANGELES, AT THE
 TR2423'WILLIAM R FAIRCHILD INTERNATIONAL AIRPORT, GEORGE YOUNT - TEMPORARY
 TR2423'AIRPORT ADMINISTRATOR, PHONE 360-417-3343  TO REACH THE STATION FROM
 TR2423'THE JUNCTION OF NORTH LINCOLN STREET AND EAST FRONT STREET IN DOWNTOWN
 TR2423'PORT ANGELES, PROCEED WEST ON EAST FRONT STREET (ALSO MARINE DRIVE)
 TR2423'0.7 MILES (1.1 KM) TO JUNCTION WITH STATE HIGHWAY 117 (ALSO TUMWATER
 TR2423'TRUCK RD) , TURN LEFT AND PROCEED SOUTH ON SH 117 1.1 MILES (1.8 KM)
 TR2423'TO W LAURIDSEN BLVD, TURN RIGHT AND PROCEED WEST ON 1.15 MILES (1.85
 TR2423'KM) TO L STREET, TURN RIGHT AND PROCEED NORTH ON L STREET 0.1 MILES
 TR2423'(0.2 KM) TO AIRPORT ENTRANCE, TURN LEFT AND PROCEED WEST 0.75 MILES
 TR2423'(1.21 KM) TO A SECURITY GATE. PROCEED SOUTH AND WEST THROUGH THE GATE
 TR2423'0.05 MILES (0.08 KM) TO THE HANGAR AREA, TURN RIGHT AND PROCEED NORTH
 TR2423'0.05 MILES (0.08 KM) TO TAXIWAY A, TURN RIGHT AND PROCEED EAST ON
 TR2423'TAXIWAY A O.3 MILES TO JCT TAXIWAY C., TURN LEFT AND PROCEED NORTH 0.1
 TR2423'MILES (0.2 KM) ACROSS THE RUNWAY TO THE STATION ON THE RIGHT, EAST OF
 TR2423'A PRIVATE TAXIWAY  THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY
 TR2423'HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF A SQUARE CONCRETE
 TR2423'MONUMENT, SET FLUSH WITH THE SURFACE.  THE STATION IS LOCATED 15.7 M
 TR2423'(51.5 FT) NORTH OF THE NORTH EDGE OF RUNWAY 8-26, 25.3 M (83.0 FT)
 TR2423'EAST OF THE EAST EDGE OF THE PRIVATE TAXIWAY, 23.25 M (76.28 FT) EAST
 TR2423'OF THE REIL LIGHT, 23.0 M (75.5 FT) EAST OF CCA 2 RM 4, 22.0 M (72.2
 TR2423'FT) SOUTH OF CCA 2 RM 3  THE STATION IS DESIGNATED AS A SECONDARY
 TR2423'AIRPORT CONTROL STATION (SACS) - WASHINGTON ANA SURVEYS 1996
 TR2423
 TR2423                          STATION RECOVERY (1997)
 TR2423
 TR2423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 TR2423'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2479 ***********************************************************************
 TR2479  DESIGNATION -  CCA 2 AZ MK
 TR2479  PID         -  TR2479
 TR2479  STATE/COUNTY-  WA/CLALLAM
 TR2479  USGS QUAD   -  ELWHA (1985)
 TR2479
 TR2479                         *CURRENT SURVEY CONTROL
 TR2479  ___________________________________________________________________
 TR2479* NAD 83(1991)-  48 07 16.85678(N)    123 30 04.86886(W)     ADJUSTED  
 TR2479* NAVD 88     -        79.9    (meters)     262.     (feet)  VERTCON   
 TR2479  ___________________________________________________________________
 TR2479  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 TR2479  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 TR2479
 TR2479  HORZ ORDER  -  THIRD
 TR2479
 TR2479.The horizontal coordinates were established by classical geodetic methods
 TR2479.and adjusted by the National Geodetic Survey in December 1991..
 TR2479.No horizontal observational check was made to the station.
 TR2479
 TR2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2479
 TR2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2479
 TR2479.The geoid height was determined by GEOID03.
 TR2479
 TR2479;                    North         East     Units Scale Factor Converg.
 TR2479;SPC WA N     -   128,116.894   301,416.757   MT  0.99994226   -1 59 11.0
 TR2479;SPC WA N     -   420,330.18    988,898.14   sFT  0.99994226   -1 59 11.0
 TR2479;UTM  10      - 5,329,909.360   462,689.201   MT  0.99961710   -0 22 23.8
 TR2479
 TR2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2479!SPC WA N     -   0.99999064  x   0.99994226  =   0.99993290
 TR2479!UTM  10      -   0.99999064  x   0.99961710  =   0.99960774
 TR2479
 TR2479                          SUPERSEDED SURVEY CONTROL
 TR2479
 TR2479  NAD 83(1986)-  48 07 16.85589(N)    123 30 04.87674(W) AD(       ) 3
 TR2479  NAD 27      -  48 07 17.52642(N)    123 30 00.18869(W) AD(       ) 3
 TR2479  NGVD 29 (07/19/86)   78.8    (m)          259.     (f) VERT ANG       
 TR2479
 TR2479.Superseded values are not recommended for survey control.
 TR2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2479.See file dsdata.txt to determine how the superseded data were derived.
 TR2479
 TR2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6268929909(NAD 83)
 TR2479_MARKER: DZ = AZIMUTH MARK DISK
 TR2479_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TR2479_SP_SET: IRREGULAR MASS OF CONCRETE
 TR2479_STAMPING: CCA 2 1979
 TR2479_MARK LOGO: NGS   
 TR2479
 TR2479  HISTORY     - Date     Condition        Report By
 TR2479  HISTORY     - 1978     MONUMENTED       NGS
 TR2479
 TR2479                          STATION DESCRIPTION
 TR2479
 TR2479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 TR2479'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 TR2479'---CCA 2 1978---SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE
 TR2479'FLUSH WITH THE GROUND LOCATED 1.2 METERS (4 FEET) E FROM A METAL
 TR2479'WITNESS POST WITH SIGN SET IN A FENCE LINE, 20.4 METERS (67 FEET) W
 TR2479'FROM THE WEST EDGE OF THE NORTH-SOUTH TAXIWAY, AND 1.5 METERS
 TR2479'(5 FEET) N FROM WHERE A DRAINAGE DITCH CROSSED THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0771 ***********************************************************************
 TR0771  DESIGNATION -  CCA RM 2
 TR0771  PID         -  TR0771
 TR0771  STATE/COUNTY-  WA/CLALLAM
 TR0771  USGS QUAD   -  PORT ANGELES (1985)
 TR0771
 TR0771                         *CURRENT SURVEY CONTROL
 TR0771  ___________________________________________________________________
 TR0771* NAD 83(1986)-  48 06 57.     (N)    123 29 31.     (W)     SCALED    
 TR0771* NAVD 88     -        90.185  (meters)     295.88   (feet)  ADJUSTED  
 TR0771  ___________________________________________________________________
 TR0771  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 TR0771  DYNAMIC HT  -          90.207 (meters)     295.95  (feet)  COMP
 TR0771  MODELED GRAV-     980,853.0   (mgal)                       NAVD 88
 TR0771
 TR0771  VERT ORDER  -  FIRST     CLASS I
 TR0771
 TR0771.This mark is at Port Angeles Cgas Airport (NOW)
 TR0771
 TR0771.The horizontal coordinates were scaled from a topographic map and have
 TR0771.an estimated accuracy of +/- 6 seconds.
 TR0771
 TR0771.The orthometric height was determined by differential leveling
 TR0771.and adjusted by the National Geodetic Survey in June 1991..
 TR0771
 TR0771.The geoid height was determined by GEOID03.
 TR0771
 TR0771.The dynamic height is computed by dividing the NAVD 88
 TR0771.geopotential number by the normal gravity value computed on the
 TR0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0771.degrees latitude (g = 980.6199 gals.).
 TR0771
 TR0771.The modeled gravity was interpolated from observed gravity values.
 TR0771
 TR0771;                    North         East    Units  Estimated Accuracy
 TR0771;SPC WA N     -   127,480.      302,100.      MT  (+/- 180 meters Scaled)
 TR0771
 TR0771                          SUPERSEDED SURVEY CONTROL
 TR0771
 TR0771  NGVD 29 (??/??/92)   89.060  (m)          292.19   (f) ADJ UNCH    1 1
 TR0771
 TR0771.Superseded values are not recommended for survey control.
 TR0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0771.See file dsdata.txt to determine how the superseded data were derived.
 TR0771
 TR0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU633292(NAD 83)
 TR0771_MARKER: DR = REFERENCE MARK DISK
 TR0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0771_STAMPING: CCA NO 2 1955
 TR0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0771+STABILITY: SURFACE MOTION
 TR0771
 TR0771  HISTORY     - Date     Condition        Report By
 TR0771  HISTORY     - 1955     MONUMENTED       CGS
 TR0771  HISTORY     - 1974     GOOD             NGS
 TR0771  HISTORY     - 19910716 MARK NOT FOUND   USPSQD
 TR0771
 TR0771                          STATION DESCRIPTION
 TR0771
 TR0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0771'3.0 MI W FROM PORT ANGELES.
 TR0771'ABOUT 2.65 MILES NORTHWEST ALONG STATE HIGHWAY 112 FROM THE
 TR0771'INTERSECTION OF U. S. HIGHWAY 101 AT PORT ANGELES, THENCE ABOUT 0.35
 TR0771'MILE NORTHWEST ALONG AIRPORT ROAD, AT THE FAIRCHILD INTERNATIONAL
 TR0771'AIRPORT, 46.1 FEET NORTHWEST OF THE STATION MARK, 31.0 FEET NORTHWEST
 TR0771'OF THE NORTH-NORTHWEST CORNER OF CONCRETE FOUNDATION FOR
 TR0771'NORTH-NORTHWEST LEG OF AIRPORT CONTROL TOWER, 15.5 FEET WEST-NORTHWEST
 TR0771'OF THE SOUTH-SOUTHEAST CORNER OF ADMINISTRATION BUILDING, 14.5 FEET
 TR0771'EAST-SOUTHEAST OF THE WEST-SOUTHWEST CORNER OF ADMINISTRATION
 TR0771'BUILDING, 1.5 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST FACE OF
 TR0771'ADMINISTRATION BUILDING, ABOUT LEVEL WITH THE STATION MARK AND SET IN
 TR0771'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT. SEC. 6 T 30N R 6W.
 TR0771
 TR0771                          STATION RECOVERY (1991)
 TR0771
 TR0771'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3809 ***********************************************************************
 DH3809  SACS        -  This is a Secondary Airport Control Station.
 DH3809  DESIGNATION -  CCA1
 DH3809  PID         -  DH3809
 DH3809  STATE/COUNTY-  WA/LEWIS
 DH3809  USGS QUAD   -  CENTRALIA (1993)
 DH3809
 DH3809                         *CURRENT SURVEY CONTROL
 DH3809  ___________________________________________________________________
 DH3809* NAD 83(1998)-  46 40 12.74313(N)    122 58 52.59462(W)     ADJUSTED  
 DH3809* NAVD 88     -        52.87   (meters)     173.5    (feet)  GPS OBS   
 DH3809  ___________________________________________________________________
 DH3809  X           -  -2,386,741.042 (meters)                     COMP
 DH3809  Y           -  -3,677,889.636 (meters)                     COMP
 DH3809  Z           -   4,616,706.984 (meters)                     COMP
 DH3809  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 DH3809  ELLIP HEIGHT-          31.48  (meters)          (06/08/05) GPS OBS
 DH3809  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 DH3809
 DH3809  HORZ ORDER  -  FIRST
 DH3809  ELLP ORDER  -  FOURTH    CLASS I
 DH3809
 DH3809.This mark is at Chehalis-Centralia Airport  (CLS)
 DH3809
 DH3809.The horizontal coordinates were established by GPS observations
 DH3809.and adjusted by the W + H PACIFIC, INCORPORATED in June 2005..
 DH3809.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DH3809.DATUM ITEM on the data sheet items page.
 DH3809
 DH3809.The orthometric height was determined by GPS observations and a
 DH3809.high-resolution geoid model.
 DH3809
 DH3809.GPS derived orthometric heights for airport stations designated as
 DH3809.PACS or SACS are published to 2 decimal places.  This maintains
 DH3809.centimeter relative accuracy between the PACS and SACS.  It does
 DH3809.not indicate centimeter accuracy relative to other marks which are
 DH3809.part of the NAVD 88 network.
 DH3809
 DH3809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3809
 DH3809.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3809
 DH3809.The ellipsoidal height was determined by GPS observations
 DH3809.and is referenced to NAD 83.
 DH3809
 DH3809.The geoid height was determined by GEOID03.
 DH3809
 DH3809;                    North         East     Units Scale Factor Converg.
 DH3809;SPC WA S     -   151,579.527   310,173.314   MT  0.99991570   -1 48 08.6
 DH3809;SPC WA S     -   497,307.16  1,017,626.95   sFT  0.99991570   -1 48 08.6
 DH3809;UTM  10      - 5,168,516.577   501,432.217   MT  0.99960003   +0 00 49.0
 DH3809
 DH3809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3809!SPC WA S     -   0.99999507  x   0.99991570  =   0.99991077
 DH3809!UTM  10      -   0.99999507  x   0.99960003  =   0.99959510
 DH3809
 DH3809:                Primary Azimuth Mark                     Grid Az
 DH3809:SPC WA S     -  CCA2                                     357 44 54.8
 DH3809:UTM  10      -  CCA2                                     355 55 57.2
 DH3809
 DH3809|---------------------------------------------------------------------|
 DH3809| PID    Reference Object                     Distance      Geod. Az  |
 DH3809|                                                           dddmmss.s |
 DH3809| DH3810 CCA2                                APPROX. 0.5 KM 3555646.2 |
 DH3809|---------------------------------------------------------------------|
 DH3809
 DH3809                          SUPERSEDED SURVEY CONTROL
 DH3809
 DH3809.No superseded survey control is available for this station.
 DH3809
 DH3809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0143268517(NAD 83)
 DH3809_MARKER: I = METAL ROD
 DH3809_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH3809_MARK LOGO: FORSUR
 DH3809_PROJECTION: RECESSED 10 CENTIMETERS
 DH3809_MAGNETIC: I = MARKER IS A STEEL ROD
 DH3809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3809+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2004
 DH3809_ROD/PIPE-DEPTH: 7.3  meters
 DH3809_SLEEVE-DEPTH  : 0.9 meters
 DH3809
 DH3809  HISTORY     - Date     Condition        Report By
 DH3809  HISTORY     - 20040226 MONUMENTED       FORSUR
 DH3809
 DH3809                          STATION DESCRIPTION
 DH3809
 DH3809'DESCRIBED BY FORESIGHT SURVEYING INC 2004
 DH3809'STATION IS LOCATED 1.3 KM (0.8 MI) NORTHWEST OF THE LEWIS COUNTY
 DH3809'COURTHOUSE COMPLEX IN  CHEHALIS, AT THE CHEHALIS-CENTRALIA AIRPORT,
 DH3809'NEAR THE SE CORNER OF RUNWAY 33. CONTACT  AIRPORT MANAGER JERRY OTTO
 DH3809'AT 900 NW AIRPORT ROAD, CHEHALIS, WA 98532. PHONE NUMBER
 DH3809'360-748-1230.
 DH3809' 
 DH3809'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 DH3809'COMMERCE WAY AT  CHEHALIS, GO NORTHWESTERLY ON COMMERCE WAY 0.1 MILES
 DH3809'TO AN INTERSECTION. TURN LEFT  AND GO SOUTHERLY ON LOUISIANA AVENUE
 DH3809'0.7 MILES TO AN INTERSECTION. TURN RIGHT AND GO  NORTHWESTERLY ON
 DH3809'AIRPORT ROAD 0.6 MILES TO ENTRANCE TO CHEHALIS-CENTRALIA AIRPORT.
 DH3809'TURN RIGHT INTO AIRPORT PARKING LOT AND GO 0.05 MILES TO AN OPENING AT
 DH3809'THE NORTH SIDE OF  PARKING AREA. TURN RIGHT AND THEN RIGHT AGAIN AND
 DH3809'GO SOUTHERLY 0.25 MILES ON TAXIWAY TO  A POINT WHERE THE TAXIWAY TURNS
 DH3809'LEFT. FOLLOW TAXIWAY 0.2 MILES EASTERLY, CROSSING AN  ABANDONED
 DH3809'RUNWAY, TO THE SOUTHEAST CORNER OF RUNWAY 33 AND THE STATION TO EAST.
 DH3809' 
 DH3809'THE STATION IS THE TOP OF A STAINLESS STEEL ROD DRIVEN TO A SLOW
 DH3809'DRIVING RATE DEPTH OF 7.3  METERS. THE ROD IS RECESSED 4 INCHES BELOW
 DH3809'GROUND LEVEL IN A 90 CM GREASE-FILLED FLUTED  PLASTIC SLEEVE, AND
 DH3809'ENCASED IN A 6 INCH DIAMETER PVC PIPE WITH ALUMINUM MONUMENT CASE,
 DH3809'SURROUNDED BY CONCRETE. THE MONUMENT CASE AND CONCRETE ARE SET FLUSH
 DH3809'WITH THE  GROUND. IT IS 275 FEET EAST OF THE CENTERLINE OF RUNWAY 33,
 DH3809'AND 0.3 M WEST OF A WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3810 ***********************************************************************
 DH3810  PACS        -  This is a Primary Airport Control Station.
 DH3810  DESIGNATION -  CCA2
 DH3810  PID         -  DH3810
 DH3810  STATE/COUNTY-  WA/LEWIS
 DH3810  USGS QUAD   -  CENTRALIA (1993)
 DH3810
 DH3810                         *CURRENT SURVEY CONTROL
 DH3810  ___________________________________________________________________
 DH3810* NAD 83(1998)-  46 40 28.90329(N)    122 58 54.25852(W)     ADJUSTED  
 DH3810* NAVD 88     -        53.18   (meters)     174.5    (feet)  GPS OBS   
 DH3810  ___________________________________________________________________
 DH3810  X           -  -2,386,573.226 (meters)                     COMP
 DH3810  Y           -  -3,677,566.069 (meters)                     COMP
 DH3810  Z           -   4,617,049.630 (meters)                     COMP
 DH3810  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DH3810  ELLIP HEIGHT-          31.81  (meters)          (06/08/05) GPS OBS
 DH3810  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 DH3810
 DH3810  HORZ ORDER  -  B
 DH3810  ELLP ORDER  -  FOURTH    CLASS I
 DH3810
 DH3810.This mark is at Chehalis-Centralia Airport  (CLS)
 DH3810
 DH3810.The horizontal coordinates were established by GPS observations
 DH3810.and adjusted by the W + H PACIFIC, INCORPORATED in June 2005..
 DH3810.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DH3810.DATUM ITEM on the data sheet items page.
 DH3810
 DH3810.The orthometric height was determined by GPS observations and a
 DH3810.high-resolution geoid model.
 DH3810
 DH3810.GPS derived orthometric heights for airport stations designated as
 DH3810.PACS or SACS are published to 2 decimal places.  This maintains
 DH3810.centimeter relative accuracy between the PACS and SACS.  It does
 DH3810.not indicate centimeter accuracy relative to other marks which are
 DH3810.part of the NAVD 88 network.
 DH3810
 DH3810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3810
 DH3810.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3810
 DH3810.The ellipsoidal height was determined by GPS observations
 DH3810.and is referenced to NAD 83.
 DH3810
 DH3810.The geoid height was determined by GEOID03.
 DH3810
 DH3810;                    North         East     Units Scale Factor Converg.
 DH3810;SPC WA S     -   152,079.360   310,153.663   MT  0.99991582   -1 48 09.8
 DH3810;SPC WA S     -   498,947.03  1,017,562.48   sFT  0.99991582   -1 48 09.8
 DH3810;UTM  10      - 5,169,015.379   501,396.747   MT  0.99960002   +0 00 47.8
 DH3810
 DH3810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3810!SPC WA S     -   0.99999501  x   0.99991582  =   0.99991083
 DH3810!UTM  10      -   0.99999501  x   0.99960002  =   0.99959504
 DH3810
 DH3810:                Primary Azimuth Mark                     Grid Az
 DH3810:SPC WA S     -  CCA1                                     177 44 54.8
 DH3810:UTM  10      -  CCA1                                     175 55 57.2
 DH3810
 DH3810|---------------------------------------------------------------------|
 DH3810| PID    Reference Object                     Distance      Geod. Az  |
 DH3810|                                                           dddmmss.s |
 DH3810| DH3809 CCA1                                APPROX. 0.5 KM 1755645.0 |
 DH3810|---------------------------------------------------------------------|
 DH3810
 DH3810                          SUPERSEDED SURVEY CONTROL
 DH3810
 DH3810.No superseded survey control is available for this station.
 DH3810
 DH3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0139769015(NAD 83)
 DH3810_MARKER: I = METAL ROD
 DH3810_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH3810+WITH SETTING: INFORMATION.
 DH3810_MARK LOGO: FORSUR
 DH3810_PROJECTION: RECESSED 10 CENTIMETERS
 DH3810_MAGNETIC: I = MARKER IS A STEEL ROD
 DH3810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3810+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 DH3810_ROD/PIPE-DEPTH: 2.44 meters
 DH3810_SLEEVE-DEPTH  : 0.9 meters
 DH3810
 DH3810  HISTORY     - Date     Condition        Report By
 DH3810  HISTORY     - 20040218 MONUMENTED       FORSUR
 DH3810
 DH3810                          STATION DESCRIPTION
 DH3810
 DH3810'DESCRIBED BY FORESIGHT SURVEYING INC 2004
 DH3810'STATION IS LOCATED 1.7 KM (1.1 MI) NORTHWEST OF THE LEWIS COUNTY
 DH3810'COURTHOUSE COMPLEX IN  CHEHALIS, AT THE CHEHALIS-CENTRALIA AIRPORT,
 DH3810'NEAR THE NE CORNER OF THE INTERSECTION OF  RUNWAY 15/33 AND THE
 DH3810'ABANDONED RUNWAY. CONTACT AIRPORT MANAGER JERRY OTTO AT 900 NW
 DH3810'AIRPORT ROAD, CHEHALIS, WA 98532. PHONE NUMBER 360-748-1230.
 DH3810' 
 DH3810'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 DH3810'COMMERCE WAY AT  CHEHALIS, GO NORTHWESTERLY ON COMMERCE WAY 0.1 MILES
 DH3810'TO AN INTERSECTION. TURN LEFT  AND GO SOUTHERLY ON LOUISIANA AVENUE
 DH3810'0.7 MILES TO AN INTERSECTION. TURN RIGHT AND GO  NORTHWESTERLY ON
 DH3810'AIRPORT ROAD 0.6 MILES TO ENTRANCE TO CHEHALIS-CENTRALIA AIRPORT.
 DH3810'TURN RIGHT INTO AIRPORT PARKING LOT AND GO 0.05 MILES TO AN OPENING AT
 DH3810'THE NORTH SIDE OF  PARKING AREA. TURN RIGHT AND GO EAST 0.1 MILES ON
 DH3810'TAXIWAY AND CROSS NORTH/SOUTH  RUNWAY 15/33 TO STATION TO EAST.
 DH3810' 
 DH3810'THE STATION IS THE TOP OF A STAINLESS STEEL ROD DRIVEN TO A SLOW
 DH3810'DRIVING RATE DEPTH OF 2.4 METERS. THE ROD IS RECESSED 4 INCHES BELOW
 DH3810'GROUND LEVEL IN A 90 CM GREASE-FILLED FLUTED  PLASTIC SLEEVE AND
 DH3810'ENCASED IN A 6 INCH DIAMETER PVC PIPE WITH ALUMINUM MONUMENT CASE,
 DH3810'SURROUNDED BY CONCRETE. THE MONUMENT CASE AND CONCRETE ARE SET FLUSH
 DH3810'WITH THE  GROUND. IT IS 220 FEET EAST OF THE CENTERLINE OF RUNWAY
 DH3810'15/33, AND 25 FEET NORTH OF THE NORTHERLY EDGE OF THE ABANDONED RUNWAY
 DH3810'AND 0.3 M WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3811 ***********************************************************************
 DH3811  SACS        -  This is a Secondary Airport Control Station.
 DH3811  DESIGNATION -  CCA3
 DH3811  PID         -  DH3811
 DH3811  STATE/COUNTY-  WA/LEWIS
 DH3811  USGS QUAD   -  CENTRALIA (1993)
 DH3811
 DH3811                         *CURRENT SURVEY CONTROL
 DH3811  ___________________________________________________________________
 DH3811* NAD 83(1998)-  46 41 02.04937(N)    122 58 56.21692(W)     ADJUSTED  
 DH3811* NAVD 88     -        51.51   (meters)     169.0    (feet)  GPS OBS   
 DH3811  ___________________________________________________________________
 DH3811  X           -  -2,386,202.160 (meters)                     COMP
 DH3811  Y           -  -3,676,917.827 (meters)                     COMP
 DH3811  Z           -   4,617,750.651 (meters)                     COMP
 DH3811  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DH3811  ELLIP HEIGHT-          30.16  (meters)          (06/08/05) GPS OBS
 DH3811  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 DH3811
 DH3811  HORZ ORDER  -  FIRST
 DH3811  ELLP ORDER  -  FOURTH    CLASS I
 DH3811
 DH3811.This mark is at Chehalis-Centralia Airport  (CLS)
 DH3811
 DH3811.The horizontal coordinates were established by GPS observations
 DH3811.and adjusted by the W + H PACIFIC, INCORPORATED in June 2005..
 DH3811.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DH3811.DATUM ITEM on the data sheet items page.
 DH3811
 DH3811.The orthometric height was determined by GPS observations and a
 DH3811.high-resolution geoid model.
 DH3811
 DH3811.GPS derived orthometric heights for airport stations designated as
 DH3811.PACS or SACS are published to 2 decimal places.  This maintains
 DH3811.centimeter relative accuracy between the PACS and SACS.  It does
 DH3811.not indicate centimeter accuracy relative to other marks which are
 DH3811.part of the NAVD 88 network.
 DH3811
 DH3811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3811
 DH3811.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3811
 DH3811.The ellipsoidal height was determined by GPS observations
 DH3811.and is referenced to NAD 83.
 DH3811
 DH3811.The geoid height was determined by GEOID03.
 DH3811
 DH3811;                    North         East     Units Scale Factor Converg.
 DH3811;SPC WA S     -   153,103.597   310,144.264   MT  0.99991608   -1 48 11.2
 DH3811;SPC WA S     -   502,307.38  1,017,531.64   sFT  0.99991608   -1 48 11.2
 DH3811;UTM  10      - 5,170,038.479   501,354.908   MT  0.99960002   +0 00 46.4
 DH3811
 DH3811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3811!SPC WA S     -   0.99999527  x   0.99991608  =   0.99991135
 DH3811!UTM  10      -   0.99999527  x   0.99960002  =   0.99959529
 DH3811
 DH3811                          SUPERSEDED SURVEY CONTROL
 DH3811
 DH3811.No superseded survey control is available for this station.
 DH3811
 DH3811_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0135570038(NAD 83)
 DH3811_MARKER: I = METAL ROD
 DH3811_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH3811_MARK LOGO: FORSUR
 DH3811_PROJECTION: RECESSED 10 CENTIMETERS
 DH3811_MAGNETIC: I = MARKER IS A STEEL ROD
 DH3811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3811+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 DH3811_ROD/PIPE-DEPTH: 3.66 meters
 DH3811_SLEEVE-DEPTH  : 0.9 meters
 DH3811
 DH3811  HISTORY     - Date     Condition        Report By
 DH3811  HISTORY     - 20040218 MONUMENTED       FORSUR
 DH3811
 DH3811                          STATION DESCRIPTION
 DH3811
 DH3811'DESCRIBED BY FORESIGHT SURVEYING INC 2004
 DH3811'STATION IS LOCATED 2.6 KM (1.6 MI) NORTH NORTHWEST OF THE LEWIS COUNTY
 DH3811'COURTHOUSE  COMPLEX IN CHEHALIS, AT THE CHEHALIS-CENTRALIA AIRPORT,
 DH3811'NEAR THE NORTH END OF RUNWAY  15. CONTACT AIRPORT MANAGER JERRY OTTO
 DH3811'AT 900 NW AIRPORT ROAD, CHEHALIS, WA 98532.  PHONE NUMBER
 DH3811'360-748-1230.
 DH3811' 
 DH3811'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 DH3811'COMMERCE WAY AT  CHEHALIS, GO NORTHWESTERLY ON COMMERCE WAY 0.1 MILES
 DH3811'TO AN INTERSECTION. TURN LEFT  AND GO SOUTHERLY ON LOUISIANA AVENUE
 DH3811'0.7 MILES TO AN INTERSECTION. TURN RIGHT AND GO  NORTHWESTERLY ON
 DH3811'AIRPORT ROAD 0.6 MILES TO ENTRANCE TO CHEHALIS-CENTRALIA AIRPORT.
 DH3811'TURN RIGHT INTO AIRPORT PARKING LOT AND GO 0.05 MILES TO AN OPENING AT
 DH3811'THE NORTH SIDE OF  PARKING AREA. TURN RIGHT AND GO EAST 0.08 MILES TO
 DH3811'TAXIWAY TO THE NORTH. TURN LEFT  AND GO 0.70 MILES TO NORTH END OF
 DH3811'RUNWAY 15. CONTINUE EAST ACROSS RUNWAY 15 AND THE  STATION TO THE
 DH3811'LEFT.
 DH3811' 
 DH3811'THE STATION IS THE TOP OF A STAINLESS STEEL ROD DRIVEN TO A SLOW
 DH3811'DRIVING RATE DEPTH OF 3.7 METERS. THE ROD IS RECESSED 4 INCHES BELOW
 DH3811'GROUND LEVEL IN A 90 CM GREASE-FILLED FLUTED  PLASTIC SLEEVE, AND
 DH3811'ENCASED IN A 6 INCH DIAMETER PVC PIPE WITH ALUMINUM MONUMENT CASE,
 DH3811'SURROUNDED BY CONCRETE. THE MONUMENT CASE AND CONCRETE ARE SET FLUSH
 DH3811'WITH THE  GROUND. IT IS 210 FEET EAST OF THE CENTERLINE OF RUNWAY 15,
 DH3811'45 FEET NORTH OF THE  ABANDONED TAXIWAY, AND 0.3 M WEST OF A WITNESS
 DH3811'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0528 ***********************************************************************
 TP0528  DESIGNATION -  CE
 TP0528  PID         -  TP0528
 TP0528  STATE/COUNTY-  WA/OKANOGAN
 TP0528  USGS QUAD   -  THRAPP MOUNTAIN (1992)
 TP0528
 TP0528                         *CURRENT SURVEY CONTROL
 TP0528  ___________________________________________________________________
 TP0528* NAD 83(1986)-  48 22 19.     (N)    119 56 52.     (W)     SCALED    
 TP0528* NAVD 88     -       901.217  (meters)    2956.74   (feet)  POSTED    
 TP0528  ___________________________________________________________________
 TP0528  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 TP0528  DYNAMIC HT  -         901.250 (meters)    2956.85  (feet)  COMP
 TP0528  MODELED GRAV-     980,622.5   (mgal)                       NAVD 88
 TP0528
 TP0528  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 TP0528
 TP0528.The horizontal coordinates were scaled from a topographic map and have
 TP0528.an estimated accuracy of +/- 6 seconds.
 TP0528
 TP0528.The orthometric height was determined by differential leveling
 TP0528.and adjusted by the National Geodetic Survey in 1992..
 TP0528.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 TP0528.rate of 4.1 thru 8.0 mm/km.
 TP0528
 TP0528.The geoid height was determined by GEOID03.
 TP0528
 TP0528.The dynamic height is computed by dividing the NAVD 88
 TP0528.geopotential number by the normal gravity value computed on the
 TP0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0528.degrees latitude (g = 980.6199 gals.).
 TP0528
 TP0528.The modeled gravity was interpolated from observed gravity values.
 TP0528
 TP0528;                    North         East    Units  Estimated Accuracy
 TP0528;SPC WA N     -   152,920.      565,600.      MT  (+/- 180 meters Scaled)
 TP0528
 TP0528                          SUPERSEDED SURVEY CONTROL
 TP0528
 TP0528  NGVD 29 (??/??/92)  899.908  (m)         2952.45   (f) ADJ UNCH    1 2
 TP0528
 TP0528.Superseded values are not recommended for survey control.
 TP0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0528.See file dsdata.txt to determine how the superseded data were derived.
 TP0528
 TP0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP817618(NAD 83)
 TP0528_MARKER: N = NAIL
 TP0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0528_SP_SET: TREE ROOT
 TP0528_STAMPING: C E
 TP0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0528
 TP0528  HISTORY     - Date     Condition        Report By
 TP0528  HISTORY     - UNK      MONUMENTED       CGS
 TP0528  HISTORY     - 1958     GOOD             NGS
 TP0528
 TP0528                          STATION DESCRIPTION
 TP0528
 TP0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TP0528'9.15 MI E FROM TWISP.
 TP0528'9.15 MILES EAST ALONG STATE HIGHWAY 16 FROM THE SCHOOL AT TWISP, IN
 TP0528'THE TOP OF THE SOUTH ROOT OF A 12-INCH PINE TREE, 38 1/2 FEET NORTH OF
 TP0528'THE CENTER LINE OF THE HIGHWAY, 68.8 FEET NORTHEAST OF THE CENTER OF
 TP0528'THE NORTH END OF AN 18-INCH METAL PIPE CULVERT, ABOUT 3 FEET LOWER
 TP0528'THAN THE HIGHWAY, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1934 ***********************************************************************
 SA1934  DESIGNATION -  CECIL
 SA1934  PID         -  SA1934
 SA1934  STATE/COUNTY-  WA/WALLA WALLA
 SA1934  USGS QUAD   -  PLEASANT VIEW (1967)
 SA1934
 SA1934                         *CURRENT SURVEY CONTROL
 SA1934  ___________________________________________________________________
 SA1934* NAD 83(1991)-  46 27 45.70188(N)    118 18 57.06205(W)     ADJUSTED  
 SA1934* NAVD 88     -       601.     (meters)    1972.     (feet)  SCALED    
 SA1934  ___________________________________________________________________
 SA1934  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 SA1934  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 SA1934
 SA1934  HORZ ORDER  -  FIRST
 SA1934
 SA1934.The horizontal coordinates were established by classical geodetic methods
 SA1934.and adjusted by the National Geodetic Survey in December 1991..
 SA1934
 SA1934.The orthometric height was scaled from a topographic map.
 SA1934
 SA1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1934
 SA1934.The geoid height was determined by GEOID03.
 SA1934
 SA1934;                    North         East     Units Scale Factor Converg.
 SA1934;SPC WA S     -   127,850.587   667,740.221   MT  0.99991687   +1 35 11.6
 SA1934;SPC WA S     -   419,456.47  2,190,744.38   sFT  0.99991687   +1 35 11.6
 SA1934;UTM  11      - 5,146,299.295   398,963.709   MT  0.99972548   -0 57 14.3
 SA1934
 SA1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1934!SPC WA S     -   0.99990905  x   0.99991687  =   0.99982592
 SA1934!UTM  11      -   0.99990905  x   0.99972548  =   0.99963455
 SA1934
 SA1934:                Primary Azimuth Mark                     Grid Az
 SA1934:SPC WA S     -  CECIL RM 3                               096 38 56.2
 SA1934:UTM  11      -  CECIL RM 3                               099 11 22.1
 SA1934
 SA1934|---------------------------------------------------------------------|
 SA1934| PID    Reference Object                     Distance      Geod. Az  |
 SA1934|                                                           dddmmss.s |
 SA1934| CF4629 CECIL RM 3                                         0981407.8 |
 SA1934| CF4627 CECIL RM 1                           11.845 METERS 11036     |
 SA1934| CF4628 CECIL RM 2                           12.572 METERS 21426     |
 SA1934| RB1377 SPOKANE PENDLETON AWY BCN 50        APPROX.66.2 KM 2154832.6 |
 SA1934| SA2106 SPOKANE PENDLETON AWY BCN 24        APPROX.52.0 KM 3305857.8 |
 SA1934|---------------------------------------------------------------------|
 SA1934
 SA1934                          SUPERSEDED SURVEY CONTROL
 SA1934
 SA1934  NAD 83(1991)-  46 27 45.70409(N)    118 18 57.06441(W) AD(       ) 1
 SA1934  NAD 83(1986)-  46 27 45.70930(N)    118 18 57.05407(W) AD(       ) 1
 SA1934  NAD 27      -  46 27 46.20500(N)    118 18 53.16100(W) AD(       ) 1
 SA1934
 SA1934.Superseded values are not recommended for survey control.
 SA1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1934.See file dsdata.txt to determine how the superseded data were derived.
 SA1934
 SA1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM9896446299(NAD 83)
 SA1934_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1934
 SA1934  HISTORY     - Date     Condition        Report By
 SA1934  HISTORY     - 1933     MONUMENTED       CGS
 SA1934  HISTORY     - 19890406 GOOD             LOCSUR
 SA1934
 SA1934                          STATION DESCRIPTION
 SA1934
 SA1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 SA1934'ON LAND LEASED AND FARMED BY CECIL ANDERSON OF PRESCOTT.
 SA1934'
 SA1934'TO REACH FROM PRESCOTT, GO WEST ON HIGHWAY TOWARDS EUREKA 2.1 MILES,
 SA1934'THEN TURN RIGHT (NORTH), FOLLOW THIS ROAD 11.7 MILES, TAKING THE
 SA1934'RIGHT FORK AT 9.0 MILES, WHERE THE LEFT FORK TURNS TO GO TO CLYDE.
 SA1934'AT 11.7 MILES LEAVE IMPROVED ROAD AT TOP OF THE GRADE PASSING
 SA1934'THROUGH A GATE TO THE RIGHT AND FOLLOW FARM ROAD TO MR. ANDERSONS
 SA1934'HOUSE (0.3 MILE FROM MAIN ROAD), FOLLOW UP A GULLY TO THE NORTHEAST
 SA1934'1.6 MILES, AT THIS POINT THE MAIN ROAD TURNS TO THE RIGHT AND
 SA1934'ASCENDS A HILL, KEEP STRAIGHT AHEAD HERE FOLLOWING ALONG SOUTH OF
 SA1934'THE FENCE TO THE FIRST GATE, TURN LEFT THROUGH THIS GATE AND FOLLOW
 SA1934'THE FARM ROAD TO THE TOP OF THE DIVIDE, AT THIS POINT THE ROAD
 SA1934'ENDS AND FOLLOW ALONG RIDGE TO THE HIGHEST POINT.
 SA1934'
 SA1934'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 SA1934'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, 11A AND 11A
 SA1934'RESPECTIVELY.
 SA1934'
 SA1934'STATION AND REFERENCE MARKS NOS. 1 AND 2 ARE SET 1 FOOT BELOW
 SA1934'SURFACE OF THE GROUND.
 SA1934'
 SA1934'REFERENCE MARK NO.3 IS IN THE FENCE LINE EAST OF THE STATION.
 SA1934'
 SA1934'NOTE--REFERENCE MARK NO.3 CANNOT BE SEEN FROM THE GROUND.
 SA1934'
 SA1934'HEIGHT OF LIGHT ABOVE STATION MARK 6.09 METERS.
 SA1934
 SA1934                          STATION RECOVERY (1989)
 SA1934
 SA1934'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (PT)
 SA1934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1353 ***********************************************************************
 TP1353  DESIGNATION -  CECIL
 TP1353  PID         -  TP1353
 TP1353  STATE/COUNTY-  WA/OKANOGAN
 TP1353  USGS QUAD   -  DUNCAN RIDGE (1981)
 TP1353
 TP1353                         *CURRENT SURVEY CONTROL
 TP1353  ___________________________________________________________________
 TP1353* NAD 83(1991)-  48 45 39.41906(N)    119 50 04.87055(W)     ADJUSTED  
 TP1353* NAVD 88     -      2048.8    (meters)    6722.     (feet)  VERTCON   
 TP1353  ___________________________________________________________________
 TP1353  LAPLACE CORR-         -12.39  (seconds)                    DEFLEC99
 TP1353  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TP1353
 TP1353  HORZ ORDER  -  THIRD
 TP1353
 TP1353.The horizontal coordinates were established by classical geodetic methods
 TP1353.and adjusted by the National Geodetic Survey in December 1991..
 TP1353
 TP1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1353
 TP1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1353
 TP1353.The geoid height was determined by GEOID03.
 TP1353
 TP1353;                    North         East     Units Scale Factor Converg.
 TP1353;SPC WA N     -   196,270.859   573,420.188   MT  1.00000531   +0 44 36.6
 TP1353;SPC WA N     -   643,931.98  1,881,296.07   sFT  1.00000531   +0 44 36.6
 TP1353;UTM  11      - 5,404,758.739   291,684.515   MT  1.00013316   -2 07 56.5
 TP1353
 TP1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1353!SPC WA N     -   0.99968167  x   1.00000531  =   0.99968698
 TP1353!UTM  11      -   0.99968167  x   1.00013316  =   0.99981479
 TP1353
 TP1353|---------------------------------------------------------------------|
 TP1353| PID    Reference Object                     Distance      Geod. Az  |
 TP1353|                                                           dddmmss.s |
 TP1353| CS4689 CECIL RM 1                            4.465 METERS 05619     |
 TP1353| CS4690 CECIL RM 2                            8.333 METERS 14953     |
 TP1353| TP1195 TIFFANY                             APPROX.12.5 KM 2152056.7 |
 TP1353|---------------------------------------------------------------------|
 TP1353
 TP1353                          SUPERSEDED SURVEY CONTROL
 TP1353
 TP1353  NAD 83(1986)-  48 45 39.42087(N)    119 50 04.86912(W) AD(       ) 3
 TP1353  NGVD 29 (10/02/90) 2047.3    (m)         6717.     (f) VERT ANG       
 TP1353
 TP1353.Superseded values are not recommended for survey control.
 TP1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1353.See file dsdata.txt to determine how the superseded data were derived.
 TP1353
 TP1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ9168504759(NAD 83)
 TP1353_MARKER: DS = TRIANGULATION STATION DISK
 TP1353_SETTING: 66 = SET IN ROCK OUTCROP
 TP1353_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TP1353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1353+STABILITY: POSITION/ELEVATION WELL
 TP1353
 TP1353  HISTORY     - Date     Condition        Report By
 TP1353  HISTORY     - 1956     MONUMENTED       USGS
 TP1353  HISTORY     - 1976     POOR             USPSQD
 TP1353
 TP1353                          STATION DESCRIPTION
 TP1353
 TP1353'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1353'LOCATED ABOUT 15.0 MI NW. OF CONCONULLY, 10.0 MI SW. OF LOOMIS.
 TP1353'ON HIGH BARE ROCKY TOP AT HEAD OF CECIL CREEK ABOUT IN CENTER OF
 TP1353'SECTION 28, T38N, R24E.
 TP1353'
 TP1353'TO REACH FROM LOOMIS POST OFFICE, DRIVE ABOUT 250 FT TO RD. FORKS
 TP1353'AND SIGN CECIL CR.  TAKE LEFT FORK 2.3 MI TO RD. FORKS AND SIGN
 TP1353'DOUGLAS MTN, CECIL CR.  TAKE RIGHT FORK 2.1 MI TO RD. FORKS AND
 TP1353'SIGN DOUGLAS MTN RD, CONTINUE STRAIGHT AHEAD 2.9 MI ON CECIL
 TP1353'CREEK RD. TO RD. FORKS AND SIGN FIRE ROAD.  TAKE LEFT FORK 0.8
 TP1353'MI TO Y-RDS.  TAKE RIGHT FORK UPHILL 0.7 MI TO CABINS ON LEFT,
 TP1353'Y-RDS. AND SIGN LOGGING SPUR, DEAD END, CONTINUE STRAIGHT AHEAD
 TP1353'ON CECIL CREEK RD. 7.3 MI TO SADDLE AT RD. FORKS AND SIGN
 TP1353'THUNDER MTN.  TAKE LEFT FORK 0.3 MI TO WIRE GATE, PASS THROUGH
 TP1353'GATE 0.8 MI TO Y-RDS.  PACK TO LEFT TOWARD BARE, ROCKY TOP AND
 TP1353'STATION ON HIGHEST POINT.  ABOUT A 20-MINUTE PACK.
 TP1353'
 TP1353'STATION MARK--STANDARD TABLET STAMPED---CECIL 1956---, CEMENTED IN
 TP1353'DRILL HOLE IN ROCK OUTCROP.
 TP1353'
 TP1353'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN DRILL HOLE
 TP1353'IN ROCK OUTCROP.
 TP1353'
 TP1353'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN DRILL HOLE
 TP1353'IN ROCK OUTCROP.
 TP1353
 TP1353                          STATION RECOVERY (1976)
 TP1353
 TP1353'RECOVERY NOTE BY US POWER SQUADRON 1976 (GLC)
 TP1353'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0446 ***********************************************************************
 SD0446  DESIGNATION -  CEDAR
 SD0446  PID         -  SD0446
 SD0446  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0446  USGS QUAD   -  GRAYLAND (1994)
 SD0446
 SD0446                         *CURRENT SURVEY CONTROL
 SD0446  ___________________________________________________________________
 SD0446* NAD 83(1991)-  46 50 28.08012(N)    124 00 07.48858(W)     ADJUSTED  
 SD0446* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SD0446  ___________________________________________________________________
 SD0446  LAPLACE CORR-          15.47  (seconds)                    DEFLEC99
 SD0446  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 SD0446
 SD0446  HORZ ORDER  -  SECOND
 SD0446
 SD0446.The horizontal coordinates were established by classical geodetic methods
 SD0446.and adjusted by the National Geodetic Survey in December 1991..
 SD0446
 SD0446.The orthometric height was scaled from a topographic map.
 SD0446
 SD0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0446
 SD0446.The geoid height was determined by GEOID03.
 SD0446
 SD0446;                    North         East     Units Scale Factor Converg.
 SD0446;SPC WA S     -   173,522.340   232,965.232   MT  0.99992457   -2 32 38.0
 SD0446;SPC WA S     -   569,297.88    764,320.10   sFT  0.99992457   -2 32 38.0
 SD0446;UTM  10      - 5,187,997.519   423,591.001   MT  0.99967176   -0 43 51.6
 SD0446
 SD0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0446!SPC WA S     -   1.00000343  x   0.99992457  =   0.99992800
 SD0446!UTM  10      -   1.00000343  x   0.99967176  =   0.99967519
 SD0446
 SD0446|---------------------------------------------------------------------|
 SD0446| PID    Reference Object                     Distance      Geod. Az  |
 SD0446|                                                           dddmmss.s |
 SD0446| DD9514 CEDAR RM 1                           24.430 METERS 20451     |
 SD0446| SD0449 ELK                                 APPROX. 1.3 KM 2930039.7 |
 SD0446| DD9515 CEDAR RM 2                           23.740 METERS 29644     |
 SD0446|---------------------------------------------------------------------|
 SD0446
 SD0446                          SUPERSEDED SURVEY CONTROL
 SD0446
 SD0446  NAD 83(1986)-  46 50 28.07414(N)    124 00 07.48425(W) AD(       ) 2
 SD0446  NAD 27      -  46 50 28.74100(N)    124 00 02.87400(W) AD(       ) 2
 SD0446
 SD0446.Superseded values are not recommended for survey control.
 SD0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0446.See file dsdata.txt to determine how the superseded data were derived.
 SD0446
 SD0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2359187998(NAD 83)
 SD0446_MARKER: Z = SEE DESCRIPTION
 SD0446_SETTING: 0 = UNSPECIFIED SETTING
 SD0446
 SD0446  HISTORY     - Date     Condition        Report By
 SD0446  HISTORY     - 1940     MONUMENTED       CGS
 SD0446  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SD0446
 SD0446                          STATION DESCRIPTION
 SD0446
 SD0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (GLB)
 SD0446'STATION IS ABOUT 2.7 NAUTICAL MILES SE BY WATER FROM THE FERTILIZER
 SD0446'PLANT AT BAY CITY, ALONG THE NE SIDE OF ELK RIVER, 150 FEET NE OF
 SD0446'NE SIDE OF ELK RIVER, 15 FEET W OF A SMALL CREEK.
 SD0446'
 SD0446'STATION IS MARKED BY A STANDARD DISK STAMPED CEDAR 1940, SET IN THE
 SD0446'TOP OF A 4-INCH CONCRETE-FILLED PIPE THAT PROJECTS 2 FEET ABOVE
 SD0446'GROUND.
 SD0446'
 SD0446'REFERENCE MARK NO.1 IS SSW OF THE STATION.  A STANDARD DISK SET
 SD0446'IN THE TOP OF A 4-INCH CONCRETE-FILLED PIPE STAMPED NO.1 CEDAR 1940
 SD0446'AND PROJECTS 2 FEET ABOVE GROUND.
 SD0446'
 SD0446'REFERENCE MARK NO.2 IS WNW OF THE STATION.  A STANDARD DISK
 SD0446'STAMPED NO.2 CEDAR 1940 SET IN TOP OF 4-INCH CONCRETE-FILLED PIPE
 SD0446'PROJECTING 2 FEET ABOVE GROUND.
 SD0446'
 SD0446'A 4- BY 4-INCH WHITE POST STENCILED U.S.C. AND G.S. TRIANGULATION
 SD0446'MARK WAS PLACED 1 FOOT W OF TRIANGULATION MARK.
 SD0446'
 SD0446'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/3 METERS.
 SD0446
 SD0446                          STATION RECOVERY (1952)
 SD0446
 SD0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SD0446'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SD0446'CONDITION AS DESCRIBED BY G. L. B. IN 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1579 ***********************************************************************
 SC1579  DESIGNATION -  CEDAR
 SC1579  PID         -  SC1579
 SC1579  STATE/COUNTY-  WA/THURSTON
 SC1579  USGS QUAD   -  LITTLE ROCK (1993)
 SC1579
 SC1579                         *CURRENT SURVEY CONTROL
 SC1579  ___________________________________________________________________
 SC1579* NAD 83(1991)-  46 52 40.58602(N)    123 07 31.37649(W)     ADJUSTED  
 SC1579* NAVD 88     -       339.     (meters)    1112.     (feet)  VERTCON   
 SC1579  ___________________________________________________________________
 SC1579  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 SC1579  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SC1579
 SC1579  HORZ ORDER  -  SECOND
 SC1579
 SC1579.The horizontal coordinates were established by classical geodetic methods
 SC1579.and adjusted by the National Geodetic Survey in December 1991..
 SC1579
 SC1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1579
 SC1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1579
 SC1579.The geoid height was determined by GEOID03.
 SC1579
 SC1579;                    North         East     Units Scale Factor Converg.
 SC1579;SPC WA S     -   175,014.842   299,921.074   MT  0.99992764   -1 54 25.4
 SC1579;SPC WA S     -   574,194.53    983,991.06   sFT  0.99992764   -1 54 25.4
 SC1579;UTM  10      - 5,191,607.863   490,446.048   MT  0.99960112   -0 05 29.5
 SC1579
 SC1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1579!SPC WA S     -   0.99995015  x   0.99992764  =   0.99987779
 SC1579!UTM  10      -   0.99995015  x   0.99960112  =   0.99955129
 SC1579
 SC1579|---------------------------------------------------------------------|
 SC1579| PID    Reference Object                     Distance      Geod. Az  |
 SC1579|                                                           dddmmss.s |
 SC1579| CE3001 CEDAR RM 1                           14.950 METERS 13537     |
 SC1579| SC1580 DELPHI RESET                        APPROX.10.6 KM 3541412.8 |
 SC1579|---------------------------------------------------------------------|
 SC1579
 SC1579                          SUPERSEDED SURVEY CONTROL
 SC1579
 SC1579  NAD 83(1991)-  46 52 40.59099(N)    123 07 31.39029(W) AD(       ) 2
 SC1579  NAD 83(1986)-  46 52 40.58652(N)    123 07 31.38435(W) AD(       ) 2
 SC1579  NAD 27      -  46 52 41.23000(N)    123 07 26.87500(W) AD(       ) 2
 SC1579  NGVD 29 (07/19/86)  338.     (m)         1109.     (f) VERT ANG       
 SC1579
 SC1579.Superseded values are not recommended for survey control.
 SC1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1579.See file dsdata.txt to determine how the superseded data were derived.
 SC1579
 SC1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9044691608(NAD 83)
 SC1579_MARKER: Z = SEE DESCRIPTION
 SC1579_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC1579_SP_SET: PREFABRICATED CONCRETE POST
 SC1579
 SC1579  HISTORY     - Date     Condition        Report By
 SC1579  HISTORY     - 1937     MONUMENTED       USE
 SC1579  HISTORY     - 1941     GOOD             USGS
 SC1579  HISTORY     - 1965     SEE DESCRIPTION  BPA
 SC1579
 SC1579                          STATION DESCRIPTION
 SC1579
 SC1579'DESCRIBED BY US ENGINEERS 1937
 SC1579'THIS STATION IS ABOUT 4 MILES W OF BORDEAUX.  0.5 MILE S OF
 SC1579'CAPITOL FORREST NURSERY.  ON WESTERNMOST OF 2 KNOLLS AND WELL TO THE
 SC1579'FORE PART OF THE RIDGE.  IN VICINITY OF LARGE SNAG, THE TALLEST ON
 SC1579'THE RIDGE AND ABOUT 10 FEET N OF LARGE STUMP.  A STANDARD C. OF E.
 SC1579'TRIANGULATION DISK SET IN 4-INCH CONCRETE-FILLED PIPE AND STAMPED
 SC1579'CEDAR 1936.
 SC1579'
 SC1579'REFERENCE MARK NO.1 IS A STANDARD M.C.S. DISK SET IN A 3-INCH
 SC1579'CONCRETE-FILLED PIPE STAMPED R.M. NO.1 AND IS ON FLAT PART OF KNOLL
 SC1579'ABOUT SE FROM STATION CEDAR.
 SC1579'
 SC1579'REFERENCE MARK NO.2 IS A STANDARD M.C.S. DISK SET IN A 3-INCH
 SC1579'CONCRETE-FILLED PIPE STAMPED R.M. NO.2 AND IS ON THE TRAIL TOWARD
 SC1579'THE STATION NEAR 4-FOOT SNAG 160 FEET HIGH.  IT IS SSW FROM
 SC1579'TRIANGULATION STATION CEDAR.
 SC1579'
 SC1579'TO REACH STATION FROM CENTRALIA--TAKE U.S. HIGHWAY 99 TO JUNCTION
 SC1579'WITH STATE HIGHWAY 9.  PROCEED W ALONG HIGHWAY 9 TO JUNCTION WITH
 SC1579'GRAVEL ROAD TO BORDEAUX IN VILLAGE OF ROCHESTER.  TAKE GRAVEL ROAD
 SC1579'AND PROCEED N TO BORDEAUX.  IN BORDEAUX TAKE GRAVEL ROAD TO CAPITOL
 SC1579'FOREST NURSERY.  AT NURSERY TURN SHARPLY LEFT ON WELL-DEFINED ROAD.
 SC1579'FOLLOW FOR 0.5 MILE TO POINT WHERE ROAD MAKES LOOP AND COMES BACK
 SC1579'ON ITSELF.  TAKE WELL-DEFINED FOOT PATH LEADING OFF TO THE RIGHT
 SC1579'AND KEEP ON BROW OF HILL.  FOLLOW PATH OVER TWO KNOLLS KEEPING ON
 SC1579'CREST OF THE RIDGE.
 SC1579
 SC1579                          STATION RECOVERY (1941)
 SC1579
 SC1579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1941
 SC1579'RECOVERED AS DESCRIBED.
 SC1579'
 SC1579'LOCATED ABOUT 4 MI W. OF BORDEAUX, 0.5 MI S. OF CAPITOL FOREST
 SC1579'NURSERY.  ON WEST ONE OF TWO KNOLLS AND WELL TO THE FORE PART OF
 SC1579'RIDGE, ABOUT 10 FT. N. OF LARGE STUMP, NEAR TALLEST SNAG.
 SC1579'
 SC1579'TO REACH FROM CENTRALIA, TAKE U.S. HWY. 99 TO JCT. WITH STATE
 SC1579'HWY. 9.  GO W. ALONG STATE HWY. 9 TO JCT. WITH GRAVELED RD.
 SC1579'TOWARDS BORDEAUX IN ROCHESTER.  TAKE GRAVELED RD. N. TO BORDEAUX.
 SC1579'TAKE GRAVELED RD. TO CAPITOL FOREST NURSERY.  TURN SHARP LEFT ON
 SC1579'WELL DEFINED RD.
 SC1579'
 SC1579'STATION MARK--USE DISK STAMPED---CEDAR 1936---, SET IN 4-INCH
 SC1579'CONCRETE FILLED PIPE.
 SC1579'
 SC1579'RM 1--USE DISK STAMPED---RM NO 1---, SET IN 3-INCH CONCRETE FILLED
 SC1579'PIPE ON FLAT PART OF KNOLL.
 SC1579'
 SC1579'RM 2--USE DISK STAMPED---RM NO 2---, SET IN 3-INCH CONCRETE FILLED
 SC1579'PIPE ON TRAIL NEAR 4-FT. SNAG 160 FT. HIGH.
 SC1579
 SC1579                          STATION RECOVERY (1965)
 SC1579
 SC1579'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1965
 SC1579'TO REACH FROM POST OFFICE IN LITTLE ROCK, WASHINGTON, GO SOUTH 0.1
 SC1579'MILES TO A T-ROAD, TURN RIGHT, W, ON PAVED ROAD AND GO 0.5 MILE TO A
 SC1579'Y-ROAD.  KEEP LEFT ON PAVED ROAD FOR 1.3 MILES TO A T-ROAD RIGHT AND
 SC1579'SIGN (STATE NURSERY).  TURN RIGHT AND GO 5.4 MILES TO CAPITOL FOREST
 SC1579'YOUTH CAMP.  TURN LEFT ACROSS OPEN FIELD ON A TRACK ROAD AND GO 0.1
 SC1579'MILE TO A GATE.  PASS THRU GATE AND CONTINUE UP-GRADE FOR 1.1 MILES
 SC1579'TO A TURN AROUND AT END OF ROAD AND STATION AS DESCRIBED.
 SC1579'
 SC1579'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2697 ***********************************************************************
 TR2697  CBN         -  This is a Cooperative Base Network Control Station.
 TR2697  DESIGNATION -  CEDAR
 TR2697  PID         -  TR2697
 TR2697  STATE/COUNTY-  WA/CLALLAM
 TR2697  USGS QUAD   -  SEQUIM (1985)
 TR2697
 TR2697                         *CURRENT SURVEY CONTROL
 TR2697  ___________________________________________________________________
 TR2697* NAD 83(1998)-  48 04 50.32674(N)    123 06 14.70746(W)     ADJUSTED  
 TR2697* NAVD 88     -        56.61   (meters)     185.7    (feet)  N HEIGHT  
 TR2697  ___________________________________________________________________
 TR2697  X           -  -2,331,604.414 (meters)                     COMP
 TR2697  Y           -  -3,576,116.542 (meters)                     COMP
 TR2697  Z           -   4,722,898.369 (meters)                     COMP
 TR2697  LAPLACE CORR-          -7.31  (seconds)                    DEFLEC99
 TR2697  ELLIP HEIGHT-          35.66  (meters)          (07/03/01) GPS OBS
 TR2697  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 TR2697  DYNAMIC HT  -          56.63  (meters)     185.8   (feet)  COMP
 TR2697  MODELED GRAV-     980,841.0   (mgal)                       NAVD 88
 TR2697
 TR2697  HORZ ORDER  -  B
 TR2697  VERT ORDER  -  THIRD
 TR2697  ELLP ORDER  -  FIFTH     CLASS I
 TR2697
 TR2697.The horizontal coordinates were established by GPS observations
 TR2697.and adjusted by the National Geodetic Survey in July 2001..
 TR2697.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR2697.DATUM ITEM on the data sheet items page.
 TR2697
 TR2697.The orthometric height was determined by differential leveling
 TR2697.and adjusted by the National Geodetic Survey in October 1996..
 TR2697.The height was determined by precise leveling from only one NSRS
 TR2697.bench mark.  This was not adequate "tie leveling" to NSRS and was
 TR2697.allowed ONLY to validate the GPS-derived height.
 TR2697
 TR2697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR2697
 TR2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2697
 TR2697.The ellipsoidal height was determined by GPS observations
 TR2697.and is referenced to NAD 83.
 TR2697
 TR2697.The geoid height was determined by GEOID03.
 TR2697
 TR2697.The dynamic height is computed by dividing the NAVD 88
 TR2697.geopotential number by the normal gravity value computed on the
 TR2697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR2697.degrees latitude (g = 980.6199 gals.).
 TR2697
 TR2697.The modeled gravity was interpolated from observed gravity values.
 TR2697
 TR2697;                    North         East     Units Scale Factor Converg.
 TR2697;SPC WA N     -   122,644.454   330,842.878   MT  0.99994246   -1 41 26.2
 TR2697;SPC WA N     -   402,376.01  1,085,440.34   sFT  0.99994246   -1 41 26.2
 TR2697;UTM  10      - 5,325,269.030   492,247.806   MT  0.99960074   -0 04 38.8
 TR2697
 TR2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2697!SPC WA N     -   0.99999441  x   0.99994246  =   0.99993687
 TR2697!UTM  10      -   0.99999441  x   0.99960074  =   0.99959515
 TR2697
 TR2697                          SUPERSEDED SURVEY CONTROL
 TR2697
 TR2697  NAD 83(1991)-  48 04 50.32488(N)    123 06 14.70854(W) AD(       ) B
 TR2697  ELLIP H (05/29/91)   35.89   (m)                       GP(       ) 4 1
 TR2697  NGVD 29 (??/??/??)   55.56   (m)          182.3    (f) N HEIGHT    3  
 TR2697
 TR2697.Superseded values are not recommended for survey control.
 TR2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2697.See file dsdata.txt to determine how the superseded data were derived.
 TR2697
 TR2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9224825269(NAD 83)
 TR2697_MARKER: DH = HORIZONTAL CONTROL DISK
 TR2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2697_SP_SET: CONCRETE POST
 TR2697_STAMPING: CEDAR 1990
 TR2697_MARK LOGO: NGS   
 TR2697_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2697+STABILITY: SURFACE MOTION
 TR2697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2697+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1991
 TR2697
 TR2697  HISTORY     - Date     Condition        Report By
 TR2697  HISTORY     - 1989     MONUMENTED       NGS
 TR2697  HISTORY     - 19910223 GOOD
 TR2697  HISTORY     - 20000117 MARK NOT FOUND   USPSQD
 TR2697  HISTORY     - 20041202 MARK NOT FOUND   USPSQD
 TR2697
 TR2697                          STATION DESCRIPTION
 TR2697
 TR2697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 TR2697'THE STATION IS LOCATED ABOUT 43.3 KM (26.9 MI) SOUTH-SOUTHEAST OF
 TR2697'VICTORIA, 27.4 KM (17.0 MI) WEST OF PORT TOWNSEND, 24.1 KM (15.0 MI)
 TR2697'EAST OF PORT ANGLES AND AT THE CITY HALL IN THE CITY OF SEQUIM.
 TR2697'TO REACH FROM THE INTERSECTION OF WASHINGTON STREET, US HIGHWAY 101
 TR2697'AND SEQUIM AVENUE IN SEQUIM, GO NORTH ON SEQUIM AVENUE FOR 0.16 KM
 TR2697'(0.10 MI) TO THE INTERSECTION OF CEDAR STREET.  TURN LEFT AND GO WEST
 TR2697'ON CEDAR STREET FOR 0.08 KM (0.05 MI) TO THE CITY HALL AND THE
 TR2697'STATION.
 TR2697'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 TR2697'WITH THE GROUND SURFACE.  IT IS 23.4 M (76.8 FT) WEST OF A FLAG POLE,
 TR2697'10.0 M (32.8 FT) NORTH OF THE CENTER OF CEDAR STREET, 14.7 M
 TR2697'(48.2 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF CITY HALL AND 0.6
 TR2697'M (2.0 FT) SOUTH OF THE SOUTH END OF A PLANTER AREA IN THE PARKING
 TR2697'LOT.
 TR2697
 TR2697                          STATION RECOVERY (1991)
 TR2697
 TR2697'RECOVERED 1991
 TR2697'RECOVERED IN GOOD CONDITION.
 TR2697
 TR2697                          STATION RECOVERY (2000)
 TR2697
 TR2697'RECOVERY NOTE BY US POWER SQUADRON 2000
 TR2697'MARK NOT FOUND.
 TR2697
 TR2697                          STATION RECOVERY (2004)
 TR2697
 TR2697'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 TR2697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3337 ***********************************************************************
 SY3337  DESIGNATION -  CEDAR 1878
 SY3337  PID         -  SY3337
 SY3337  STATE/COUNTY-  WA/THURSTON
 SY3337  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3337
 SY3337                         *CURRENT SURVEY CONTROL
 SY3337  ___________________________________________________________________
 SY3337* NAD 83(1991)-  47 07 40.47949(N)    122 56 31.09187(W)     ADJUSTED  
 SY3337* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3337  ___________________________________________________________________
 SY3337  LAPLACE CORR-          -8.63  (seconds)                    DEFLEC99
 SY3337  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 SY3337
 SY3337  HORZ ORDER  -  THIRD
 SY3337
 SY3337.The horizontal coordinates were established by classical geodetic methods
 SY3337.and adjusted by the National Geodetic Survey in December 1991..
 SY3337
 SY3337.The orthometric height was scaled from a topographic map.
 SY3337
 SY3337.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3337
 SY3337.The geoid height was determined by GEOID03.
 SY3337
 SY3337;                    North         East     Units Scale Factor Converg.
 SY3337;SPC WA S     -   202,340.350   314,754.350   MT  0.99995948   -1 46 25.8
 SY3337;SPC WA S     -   663,844.96  1,032,656.56   sFT  0.99995948   -1 46 25.8
 SY3337;UTM  10      - 5,219,380.185   504,401.227   MT  0.99960024   +0 02 33.1
 SY3337
 SY3337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3337!SPC WA S     -   1.00000230  x   0.99995948  =   0.99996178
 SY3337!UTM  10      -   1.00000230  x   0.99960024  =   0.99960254
 SY3337
 SY3337                          SUPERSEDED SURVEY CONTROL
 SY3337
 SY3337  NAD 83(1986)-  47 07 40.47721(N)    122 56 31.10063(W) AD(       ) 3
 SY3337  NAD 27      -  47 07 41.13300(N)    122 56 26.59000(W) AD(       ) 3
 SY3337
 SY3337.Superseded values are not recommended for survey control.
 SY3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3337.See file dsdata.txt to determine how the superseded data were derived.
 SY3337
 SY3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0440119380(NAD 83)
 SY3337
 SY3337  HISTORY     - Date     Condition        Report By
 SY3337  HISTORY     - 1878     MONUMENTED       CGS
 SY3337  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3337
 SY3337                          STATION DESCRIPTION
 SY3337
 SY3337'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3337'RECOVERED.  SEE DESCRIPTION OF TRIANGULATION STATION
 SY3337'SAND - 1936.  STATION CEDAR IS 13.265 METERS FROM STATION SAND.
 SY3337'
 SY3337'THE TREES AND BLAZE MENTIONED IN THE OLD DESCRIPTION ARE
 SY3337'GONE.  STATION IS AT THE PRESENT HIGH-WATER MARK.  TO THE SE IT IS
 SY3337'13 METERS FROM A BANK, ALSO 3 METERS OUT FROM THE GRASS LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5555 ***********************************************************************
 SY5555  DESIGNATION -  CEDAR 1878
 SY5555  PID         -  SY5555
 SY5555  STATE/COUNTY-  WA/JEFFERSON
 SY5555  USGS QUAD   -  QUILCENE (1953)
 SY5555
 SY5555                         *CURRENT SURVEY CONTROL
 SY5555  ___________________________________________________________________
 SY5555* NAD 83(1991)-  47 47 44.99308(N)    122 50 58.41620(W)     ADJUSTED  
 SY5555* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 SY5555  ___________________________________________________________________
 SY5555  LAPLACE CORR-         -20.47  (seconds)                    DEFLEC99
 SY5555  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SY5555
 SY5555  HORZ ORDER  -  THIRD
 SY5555
 SY5555.The horizontal coordinates were established by classical geodetic methods
 SY5555.and adjusted by the National Geodetic Survey in December 1991..
 SY5555
 SY5555.The orthometric height was scaled from a topographic map.
 SY5555
 SY5555.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5555
 SY5555.The geoid height was determined by GEOID03.
 SY5555
 SY5555;                    North         East     Units Scale Factor Converg.
 SY5555;SPC WA N     -    90,460.522   348,969.289   MT  0.99995797   -1 30 04.0
 SY5555;SPC WA N     -   296,785.90  1,144,910.08   sFT  0.99995797   -1 30 04.0
 SY5555;UTM  10      - 5,293,619.095   511,266.349   MT  0.99960156   +0 06 41.2
 SY5555
 SY5555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5555!SPC WA N     -   1.00000036  x   0.99995797  =   0.99995833
 SY5555!UTM  10      -   1.00000036  x   0.99960156  =   0.99960192
 SY5555
 SY5555:                Primary Azimuth Mark                     Grid Az
 SY5555:SPC WA N     -  QUILCENE 1878                            215 36 23.4
 SY5555:UTM  10      -  QUILCENE 1878                            213 59 38.2
 SY5555
 SY5555|---------------------------------------------------------------------|
 SY5555| PID    Reference Object                     Distance      Geod. Az  |
 SY5555|                                                           dddmmss.s |
 SY5555| SY5545 QUILCENE 1878                       APPROX. 2.2 KM 2140619.4 |
 SY5555|---------------------------------------------------------------------|
 SY5555
 SY5555                          SUPERSEDED SURVEY CONTROL
 SY5555
 SY5555  NAD 83(1986)-  47 47 44.99032(N)    122 50 58.42304(W) AD(       ) 3
 SY5555  NAD 27      -  47 47 45.71500(N)    122 50 53.83400(W) AD(       ) 3
 SY5555
 SY5555.Superseded values are not recommended for survey control.
 SY5555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5555.See file dsdata.txt to determine how the superseded data were derived.
 SY5555
 SY5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1126693619(NAD 83)
 SY5555
 SY5555  HISTORY     - Date     Condition        Report By
 SY5555  HISTORY     - 1878     MONUMENTED       CGS
 SY5555  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY5555
 SY5555                          STATION DESCRIPTION
 SY5555
 SY5555'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (JJG)
 SY5555'STATION IS ON E SIDE OF QUILCENE BAY, ON THE FIRST BEND N OF
 SY5555'STATION FISHERY FROM WHICH IT IS DISTANT ABOUT 1 MILE.  THIS IS A
 SY5555'HIGH BLUFF POINT, THE FOOT OF THE BLUFF FOR MOST PART BEING
 SY5555'HIGH-WATER MARK.  STATION IS NEAR THE FOOT OF THE BLUFF, JUST TOO
 SY5555'FAR AROUND THE BEND TO SEE STATION FISHERY.  SEVERAL CEDAR TREES
 SY5555'GROW IN THE VICINITY AND A SMALL ONE 33 PACES S OF STATION IS
 SY5555'MARKED BY BLAZE AND NAIL.  A LARGE TRUNK LIES ACROSS THE BEACH
 SY5555'4 FEET N OF STATION AND HAS FORMED A SMALL BENCH WHERE THE
 SY5555'STATION IS PLACED.
 SY5555'
 SY5555'STATION QUILCENE BEARS 351 DEG.  STATION BEND BEARS 264 DEG
 SY5555'30 FT, AND WAREHOUSE BEARS 211 DEG.
 SY5555'
 SY5555'STATION IS 6 FEET BACK FROM ORDINARY HIGH-WATER MARK AND 7 FEET
 SY5555'IN FRONT OF BLUFF.  MARKED 14 INCHES BENEATH SURFACE BY A STONE
 SY5555'HAVING A 1/2-INCH HOLE DRILLED 2 INCHES DEEP FOR CENTER.
 SY5555'
 SY5555'STUBS WERE PLACED--ONE IN LINE TO STATION BEND, ONE IN PROLONGATION
 SY5555'OF SAME LINE, AND ONE AT RIGHT ANGLES TOWARD STATION QUILCENE.  EACH
 SY5555'MARKED WITH COPPER NAIL 6 FEET FROM CENTER.
 SY5555'
 SY5555'SEES FROM QUILCENE TO WAREHOUSE.
 SY5555
 SY5555                          STATION RECOVERY (1955)
 SY5555
 SY5555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY5555'THE STATION WAS SEARCHED FOR, BUT COULD NOT BE FOUND.
 SY5555'
 SY5555'STATION CENE WAS ESTABLISHED IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0681 ***********************************************************************
 SD0681  DESIGNATION -  CEDAR 1929
 SD0681  PID         -  SD0681
 SD0681  STATE/COUNTY-  WA/JEFFERSON
 SD0681  USGS QUAD   -  DESTRUCTION ISLAND (1982)
 SD0681
 SD0681                         *CURRENT SURVEY CONTROL
 SD0681  ___________________________________________________________________
 SD0681* NAD 83(1991)-  47 42 54.53723(N)    124 25 07.51092(W)     ADJUSTED  
 SD0681* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SD0681  ___________________________________________________________________
 SD0681  LAPLACE CORR-           7.76  (seconds)                    DEFLEC99
 SD0681  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SD0681
 SD0681  HORZ ORDER  -  THIRD
 SD0681
 SD0681.The horizontal coordinates were established by classical geodetic methods
 SD0681.and adjusted by the National Geodetic Survey in December 1991..
 SD0681
 SD0681.The orthometric height was scaled from a topographic map.
 SD0681
 SD0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0681
 SD0681.The geoid height was determined by GEOID03.
 SD0681
 SD0681;                    North         East     Units Scale Factor Converg.
 SD0681;SPC WA N     -    85,777.383   231,073.461   MT  0.99996682   -2 40 09.9
 SD0681;SPC WA N     -   281,421.30    758,113.51   sFT  0.99996682   -2 40 09.9
 SD0681;UTM  10      - 5,285,615.822   393,587.142   MT  0.99973915   -1 02 58.9
 SD0681
 SD0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0681!SPC WA N     -   1.00000165  x   0.99996682  =   0.99996847
 SD0681!UTM  10      -   1.00000165  x   0.99973915  =   0.99974080
 SD0681
 SD0681                          SUPERSEDED SURVEY CONTROL
 SD0681
 SD0681  NAD 83(1986)-  47 42 54.52897(N)    124 25 07.52539(W) AD(       ) 3
 SD0681  NAD 27      -  47 42 55.35900(N)    124 25 02.42300(W) AD(       ) 3
 SD0681
 SD0681.Superseded values are not recommended for survey control.
 SD0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0681.See file dsdata.txt to determine how the superseded data were derived.
 SD0681
 SD0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT9358785616(NAD 83)
 SD0681_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SD0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SD0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0681+STABILITY: SURFACE MOTION
 SD0681
 SD0681  HISTORY     - Date     Condition        Report By
 SD0681  HISTORY     - 1929     MONUMENTED       CGS
 SD0681  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SD0681
 SD0681                          STATION DESCRIPTION
 SD0681
 SD0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RDH)
 SD0681'THE STATION IS SITUATED ON THE POINT THAT IS JUST ABEAM OF ABBEY
 SD0681'ISLAND ABOUT 1/4 MILE N OF CEDAR CREEK.  IT IS ABOUT 50 OR 60 FEET
 SD0681'UP THE SLOPE OF THE POINT AND IS EASILY REACHED.  AT PRESENT SOME OF
 SD0681'STRONG AND MAC DONALDS ROAD CAMP BUILDINGS ARE AROUND THE POINT TO
 SD0681'THE S OF THE STATION.  FROM THE STATION DESTRUCTION ID. CAN BE SEEN
 SD0681'JUST S OF ABBEY ISLAND THROUGH AN OPENING CUT IN THE TREES LOWER
 SD0681'DOWN THE SLOPE.  HOH HEAD IS VISIBLE OVER THE LEFT CENTER OF THE
 SD0681'BIG ROCK NEAR THE BEACH JUST N OF THE POINT.  THREE TREE POINT IS
 SD0681'VISIBLE TO THE S JUST OVER THE INNER END OF A SHARP ROCK OFF THE
 SD0681'NEXT POINT S OF CEDAR CREEK.  THE REFERENCE MARK IS UP THE SLOPE
 SD0681'FROM THE STATION.  THE WITNESS MARK IS A 10-INCH BLAZE (TRIANGULAR)
 SD0681'ON A 2-FOOT DIAMETER TREE.
 SD0681'
 SD0681'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SD0681'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  SUBSURFACE MARK IS MARKED
 SD0681'AS DESCRIBED IN NOTE 7A, EXCEPT THAT A HYDROGRAPHIC MARK INSTEAD
 SD0681'OF A TRIANGULATION MARK, WAS USED.
 SD0681'
 SD0681'HEIGHT OF SIGNAL ABOVE STATION MARK - 1 METER.
 SD0681
 SD0681                          STATION RECOVERY (1954)
 SD0681
 SD0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAS)
 SD0681'A SEARCH WAS MADE FOR THE STATION IN MAY 1954.  NEITHER THE STATION
 SD0681'NOR THE REFERENCE MARK WAS FOUND.  ALMOST THE ENTIRE FACE OF THE
 SD0681'POINT HAS GONE DOWN IN A LARGE SLIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1266 ***********************************************************************
 SX1266  DESIGNATION -  CEDAR BUTTE
 SX1266  PID         -  SX1266
 SX1266  STATE/COUNTY-  WA/KING
 SX1266  USGS QUAD   -  CHESTER MORSE LAKE (1989)
 SX1266
 SX1266                         *CURRENT SURVEY CONTROL
 SX1266  ___________________________________________________________________
 SX1266* NAD 83(1991)-  47 26 02.18945(N)    121 44 29.75275(W)     ADJUSTED  
 SX1266* NAVD 88     -       562.     (meters)    1844.     (feet)  SCALED    
 SX1266  ___________________________________________________________________
 SX1266  LAPLACE CORR-          14.46  (seconds)                    DEFLEC99
 SX1266  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SX1266
 SX1266  HORZ ORDER  -  SECOND
 SX1266
 SX1266.The horizontal coordinates were established by classical geodetic methods
 SX1266.and adjusted by the National Geodetic Survey in December 1991..
 SX1266
 SX1266.The orthometric height was scaled from a topographic map.
 SX1266
 SX1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1266
 SX1266.The geoid height was determined by GEOID03.
 SX1266
 SX1266;                    North         East     Units Scale Factor Converg.
 SX1266;SPC WA N     -    48,651.052   431,483.011   MT  1.00001298   -0 40 34.4
 SX1266;SPC WA N     -   159,615.99  1,415,623.85   sFT  1.00001298   -0 40 34.4
 SX1266;UTM  10      - 5,254,155.839   594,892.752   MT  0.99971066   +0 55 36.8
 SX1266
 SX1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1266!SPC WA N     -   0.99991524  x   1.00001298  =   0.99992822
 SX1266!UTM  10      -   0.99991524  x   0.99971066  =   0.99962593
 SX1266
 SX1266|---------------------------------------------------------------------|
 SX1266| PID    Reference Object                     Distance      Geod. Az  |
 SX1266|                                                           dddmmss.s |
 SX1266| CF4204 CEDAR BUTTE RM                        5.364 METERS 26952     |
 SX1266| SX1313 BEND                                APPROX. 2.9 KM 3063220.6 |
 SX1266|---------------------------------------------------------------------|
 SX1266
 SX1266                          SUPERSEDED SURVEY CONTROL
 SX1266
 SX1266  NAD 83(1986)-  47 26 02.17845(N)    121 44 29.75955(W) AD(       ) 2
 SX1266  NAD 27      -  47 26 02.81700(N)    121 44 25.39100(W) AD(       ) 2
 SX1266
 SX1266.Superseded values are not recommended for survey control.
 SX1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1266.See file dsdata.txt to determine how the superseded data were derived.
 SX1266
 SX1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET9489354156(NAD 83)
 SX1266
 SX1266  HISTORY     - Date     Condition        Report By
 SX1266  HISTORY     - 1937     MONUMENTED       WAGS
 SX1266
 SX1266                          STATION DESCRIPTION
 SX1266
 SX1266'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1266'STATION IS ON TOP OF THE 2,000-FOOT HILL IN SEC. 35, T.23, R.4,
 SX1266'JUST W OF THE E QUARTER CORNER.
 SX1266'
 SX1266'FROM RAILROAD CROSSING IN CEDAR FALLS TURN LEFT UP HILL ON
 SX1266'WATERSHED ROAD.  RUN 3.6 MILES TO RUSSEL ROAD (PASSING THROUGH
 SX1266'CAMP 2).  TURN LEFT AND RUN 1.1 MILES.  FROM THIS POINT THE STATION
 SX1266'IS ON THE HILL ABOUT 1 MILE NE.  PROCEED UP THE RIDGE TO W OF
 SX1266'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1326 ***********************************************************************
 SX1326  DESIGNATION -  CEDAR PT LOT
 SX1326  PID         -  SX1326
 SX1326  STATE/COUNTY-  WA/KING
 SX1326  USGS QUAD   -  NORTH BEND (1993)
 SX1326
 SX1326                         *CURRENT SURVEY CONTROL
 SX1326  ___________________________________________________________________
 SX1326* NAD 83(1991)-  47 24 50.58979(N)    121 50 30.07495(W)     ADJUSTED  
 SX1326* NAVD 88     -       659.     (meters)    2162.     (feet)  SCALED    
 SX1326  ___________________________________________________________________
 SX1326  LAPLACE CORR-          13.15  (seconds)                    DEFLEC99
 SX1326  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SX1326
 SX1326  HORZ ORDER  -  THIRD
 SX1326
 SX1326.The horizontal coordinates were established by classical geodetic methods
 SX1326.and adjusted by the National Geodetic Survey in December 1991..
 SX1326
 SX1326.The orthometric height was scaled from a topographic map.
 SX1326
 SX1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1326
 SX1326.The geoid height was determined by GEOID03.
 SX1326
 SX1326;                    North         East     Units Scale Factor Converg.
 SX1326;SPC WA N     -    46,534.013   423,903.972   MT  1.00001714   -0 45 02.7
 SX1326;SPC WA N     -   152,670.34  1,390,758.28   sFT  1.00001714   -0 45 02.7
 SX1326;UTM  10      - 5,251,828.294   587,378.267   MT  0.99969383   +0 51 10.4
 SX1326
 SX1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1326!SPC WA N     -   0.99990010  x   1.00001714  =   0.99991724
 SX1326!UTM  10      -   0.99990010  x   0.99969383  =   0.99959396
 SX1326
 SX1326                          SUPERSEDED SURVEY CONTROL
 SX1326
 SX1326  NAD 83(1986)-  47 24 50.57956(N)    121 50 30.08252(W) AD(       ) 4
 SX1326  NAD 27      -  47 24 51.22775(N)    121 50 25.61803(W) AD(       ) 3
 SX1326
 SX1326.Superseded values are not recommended for survey control.
 SX1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1326.See file dsdata.txt to determine how the superseded data were derived.
 SX1326
 SX1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8737851828(NAD 83)
 SX1326
 SX1326  HISTORY     - Date     Condition        Report By
 SX1326  HISTORY     - 1973     MONUMENTED       NGS
 SX1326  HISTORY     - 19880822 MARK NOT FOUND   USPSQD
 SX1326
 SX1326                          STATION DESCRIPTION
 SX1326
 SX1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SX1326'STATION IS THE TOP CENTER OF THE CEDAR POINT LOOKOUT TOWER, WHICH
 SX1326'IS ABOUT 6 MILES EAST OF HOBART, 4 MILES NORTHEAST OF SELLECK
 SX1326'AND ON THE HIGHEST POINT OF LOOKOUT MOUNTAIN.  IT IS A WOODEN
 SX1326'CABIN WITH A WALKWAY AROUND IT, IS ELEVATED ON FOUR WOODEN LEGS
 SX1326'AND IS APPROXIMATELY 50 FEET HIGH.
 SX1326'
 SX1326'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LOOKOUT
 SX1326'RM 2 1973, THE DISTANCE BEING 39.92 FEET OR 12.167 METERS
 SX1326'SOUTH-SOUTHEAST OF THE TRIANGULATION STATION.
 SX1326
 SX1326                          STATION RECOVERY (1988)
 SX1326
 SX1326'RECOVERY NOTE BY US POWER SQUADRON 1988 (ALM)
 SX1326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2496 ***********************************************************************
 SC2496  DESIGNATION -  CEDAR RIVER FLATS LIGHT 1939
 SC2496  PID         -  SC2496
 SC2496  STATE/COUNTY-  WA/PACIFIC
 SC2496  USGS QUAD   -  BAY CENTER (1994)
 SC2496
 SC2496                         *CURRENT SURVEY CONTROL
 SC2496  ___________________________________________________________________
 SC2496* NAD 83(1991)-  46 42 07.45224(N)    123 57 40.49303(W)     ADJUSTED  
 SC2496* NAVD 88     -                                                        
 SC2496  ___________________________________________________________________
 SC2496  LAPLACE CORR-          16.32  (seconds)                    DEFLEC99
 SC2496  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SC2496
 SC2496  HORZ ORDER  -  THIRD
 SC2496
 SC2496.The horizontal coordinates were established by classical geodetic methods
 SC2496.and adjusted by the National Geodetic Survey in December 1991..
 SC2496
 SC2496
 SC2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2496
 SC2496.The geoid height was determined by GEOID03.
 SC2496
 SC2496;                    North         East     Units Scale Factor Converg.
 SC2496;SPC WA S     -   157,941.860   235,398.580   MT  0.99991668   -2 30 51.2
 SC2496;SPC WA S     -   518,180.92    772,303.51   sFT  0.99991668   -2 30 51.2
 SC2496;UTM  10      - 5,172,505.754   426,515.530   MT  0.99966637   -0 41 58.7
 SC2496
 SC2496                          SUPERSEDED SURVEY CONTROL
 SC2496
 SC2496  NAD 83(1991)-  46 42 07.45031(N)    123 57 40.49258(W) AD(       ) 4
 SC2496  NAD 83(1986)-  46 42 07.44991(N)    123 57 40.47995(W) AD(       ) 4
 SC2496  NAD 27      -  46 42 08.09500(N)    123 57 35.87200(W) AD(       ) 3
 SC2496
 SC2496.Superseded values are not recommended for survey control.
 SC2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2496.See file dsdata.txt to determine how the superseded data were derived.
 SC2496
 SC2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2651672506(NAD 83)
 SC2496
 SC2496  HISTORY     - Date     Condition        Report By
 SC2496  HISTORY     - 1939     MONUMENTED       CGS
 SC2496  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2496  HISTORY     - 20060421 MARK NOT FOUND   USPSQD
 SC2496
 SC2496                          STATION DESCRIPTION
 SC2496
 SC2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2496'HYDROGRAPHIC NAME OF STATION IS DAR.  NO DESCRIPTION.  NAME IS
 SC2496'SUFFICIENT.  THIS IS AN INTERSECTION STATION.
 SC2496
 SC2496                          STATION RECOVERY (1952)
 SC2496
 SC2496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2496'RECOVERED.  DESCRIBED IN 1939 AS A RECOVERY OF TOKE POINT LIGHT,
 SC2496'1922.  THIS IS APPARENTLY INCORRECT SINCE THE TWO POSITIONS DO NOT
 SC2496'AGREE.  THE LIGHT LIST STATES THAT THE LIGHT WAS REBUILT IN 1939.
 SC2496'
 SC2496'ADDITIONAL THEODOLITE OBSERVATIONS WERE MADE TO VERIFY RECOVERY OF
 SC2496'THE 1939 STATION.  CLOSE AGREEMENT WAS OBTAINED.
 SC2496'
 SC2496'THE STATION IS THE LIGHT ON TOP OF THE STRUCTURE.
 SC2496
 SC2496                          STATION RECOVERY (2006)
 SC2496
 SC2496'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SC2496'THE LAT./LONG. OF THIS STATION IS THE SAME AS DAY MARK R2, CHART
 SC2496'18504, MARKING THE CHANEL INTO TOKE POINT. THIS DAY MARK HAS NO LIGHT.
 SC2496' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2497 ***********************************************************************
 SC2497  DESIGNATION -  CEDAR RIVER FLATS LIGHT
 SC2497  PID         -  SC2497
 SC2497  STATE/COUNTY-  WA/PACIFIC
 SC2497  USGS QUAD   -  BAY CENTER (1994)
 SC2497
 SC2497                         *CURRENT SURVEY CONTROL
 SC2497  ___________________________________________________________________
 SC2497* NAD 83(1991)-  46 42 07.48224(N)    123 57 40.44726(W)     ADJUSTED  
 SC2497* NAVD 88     -                                                        
 SC2497  ___________________________________________________________________
 SC2497  LAPLACE CORR-          16.32  (seconds)                    DEFLEC99
 SC2497  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SC2497
 SC2497  HORZ ORDER  -  THIRD
 SC2497
 SC2497.The horizontal coordinates were established by classical geodetic methods
 SC2497.and adjusted by the National Geodetic Survey in December 1991..
 SC2497
 SC2497
 SC2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2497
 SC2497.The geoid height was determined by GEOID03.
 SC2497
 SC2497;                    North         East     Units Scale Factor Converg.
 SC2497;SPC WA S     -   157,942.743   235,399.592   MT  0.99991668   -2 30 51.2
 SC2497;SPC WA S     -   518,183.82    772,306.83   sFT  0.99991668   -2 30 51.2
 SC2497;UTM  10      - 5,172,506.668   426,516.513   MT  0.99966637   -0 41 58.6
 SC2497
 SC2497                          SUPERSEDED SURVEY CONTROL
 SC2497
 SC2497  NAD 83(1991)-  46 42 07.48034(N)    123 57 40.44690(W) AD(       ) 4
 SC2497  NAD 83(1986)-  46 42 07.48068(N)    123 57 40.43550(W) AD(       ) 4
 SC2497  NAD 27      -  46 42 08.06700(N)    123 57 35.69900(W) AD(       ) 3
 SC2497
 SC2497.Superseded values are not recommended for survey control.
 SC2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2497.See file dsdata.txt to determine how the superseded data were derived.
 SC2497
 SC2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2651772507(NAD 83)
 SC2497
 SC2497  HISTORY     - Date     Condition        Report By
 SC2497  HISTORY     - 1952     MONUMENTED       CGS
 SC2497
 SC2497                          STATION DESCRIPTION
 SC2497
 SC2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2497'DESCRIBED IN 1939 AS A RECOVERY OF TOKE POINT LIGHT, 1922.  THIS IS
 SC2497'APPARENTLY INCORRECT SINCE THE TWO POSITIONS DO NOT AGREE.  THE LIGHT
 SC2497'LIST STATES THAT THE LIGHT WAS REBUILT IN 1939.
 SC2497'
 SC2497'ADDITIONAL THEODOLITE OBSERVATIONS WERE MADE TO VERIFY RECOVERY OF
 SC2497'THE 1939 STATION.  CLOSE AGREEMENT WAS OBTAINED.
 SC2497'
 SC2497'DESCRIBED IN THE 1952 LIGHT LIST AS FOLLOWS--NO. 1647, CEDAR RIVER
 SC2497'FLATS LIGHT, IN 30 FT. OF WATER, SE OF TOKE POINT, 20 FT. ABOVE
 SC2497'HIGH WATER, A WHITE CYLINDRICAL HOUSE WITH A BLACK RECTANGLE ON A
 SC2497'DOLPHIN.  ESTABLISHED 1912, REBUILT 1939.  THE STATION IS THE LIGHT
 SC2497'ON TOP OF THE STRUCTURE.
 SC2497'
 SC2497'ACCORDING TO FRED NATELLA, STATION WAS MOVED.  HE RECOMMENDED LIGHT
 SC2497'BE DELETED FROM CHART (SEE FORM 567).  HE ALSO SUBMITTED A NEW
 SC2497'POSITION FOR CEDAR RIVER FLATS LIGHT, 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1028 ***********************************************************************
 TP1028  DESIGNATION -  CEDONIA
 TP1028  PID         -  TP1028
 TP1028  STATE/COUNTY-  WA/STEVENS
 TP1028  USGS QUAD   -  CEDONIA (1994)
 TP1028
 TP1028                         *CURRENT SURVEY CONTROL
 TP1028  ___________________________________________________________________
 TP1028* NAD 83(1991)-  48 09 24.51413(N)    118 10 42.94302(W)     ADJUSTED  
 TP1028* NAVD 88     -       571.55   (+/-2cm)    1875.2    (feet)  VERTCON   
 TP1028  ___________________________________________________________________
 TP1028  LAPLACE CORR-           8.77  (seconds)                    DEFLEC99
 TP1028  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TP1028
 TP1028  HORZ ORDER  -  SECOND
 TP1028  VERT ORDER  -  THIRD ? (See Below)
 TP1028
 TP1028.The horizontal coordinates were established by classical geodetic methods
 TP1028.and adjusted by the National Geodetic Survey in December 1991..
 TP1028
 TP1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1028.The vertical order pertains to the NGVD 29 superseded value.
 TP1028
 TP1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1028
 TP1028.The geoid height was determined by GEOID03.
 TP1028
 TP1028;                    North         East     Units Scale Factor Converg.
 TP1028;SPC WA N     -   132,023.082   697,459.130   MT  0.99994248   +1 58 35.4
 TP1028;SPC WA N     -   433,145.73  2,288,247.16   sFT  0.99994248   +1 58 35.4
 TP1028;UTM  11      - 5,334,400.825   412,349.524   MT  0.99969440   -0 52 41.1
 TP1028
 TP1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1028!SPC WA N     -   0.99991331  x   0.99994248  =   0.99985580
 TP1028!UTM  11      -   0.99991331  x   0.99969440  =   0.99960774
 TP1028
 TP1028|---------------------------------------------------------------------|
 TP1028| PID    Reference Object                     Distance      Geod. Az  |
 TP1028|                                                           dddmmss.s |
 TP1028| CF1204 CEDONIA RM 1                          7.297 METERS 05351     |
 TP1028| TP1024 CEDONIA CHURCH SPIRE                APPROX. 0.7 KM 1133159.4 |
 TP1028| TP1029 KEWA                                APPROX. 4.0 KM 3070039.8 |
 TP1028|---------------------------------------------------------------------|
 TP1028
 TP1028                          SUPERSEDED SURVEY CONTROL
 TP1028
 TP1028  NAD 83(1986)-  48 09 24.52452(N)    118 10 42.93875(W) AD(       ) 2
 TP1028  NAD 27      -  48 09 24.93000(N)    118 10 38.99200(W) AD(       ) 2
 TP1028  NGVD 29 (07/19/86)  570.35   (m)         1871.2    (f) LEVELING    3  
 TP1028
 TP1028.Superseded values are not recommended for survey control.
 TP1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1028.See file dsdata.txt to determine how the superseded data were derived.
 TP1028
 TP1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1235034401(NAD 83)
 TP1028_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1028_SETTING: 66 = SET IN ROCK OUTCROP
 TP1028_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP1028
 TP1028  HISTORY     - Date     Condition        Report By
 TP1028  HISTORY     - 1935     MONUMENTED       BOR
 TP1028
 TP1028                          STATION DESCRIPTION
 TP1028
 TP1028'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 TP1028'LOCATED IN T. 31, R. 37, ON HIGHEST POINT OF PROMINENT KNOB ABOUT
 TP1028'1/2 MILE W OF CEDONIA.
 TP1028'
 TP1028'GO N ON STATE HIGHWAY 22 AND LEFT FORK AT 0.70 MILE.  AT 0.85
 TP1028'RIGHT THROUGH GATE.  AT 0.90 PASS BARN N SIDE.  1.00, THROUGH FIELD
 TP1028'W TO GATE.  1.30 FOLLOW RIDGE SW.  STOP CAR HERE AND CONTINUE ON
 TP1028'FOOT UPON BLACK BASALT KNOB TO STATION.
 TP1028'
 TP1028'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 TP1028'RESPECTIVELY.
 TP1028'
 TP1028'HEIGHT OF STAND ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1024 ***********************************************************************
 TP1024  DESIGNATION -  CEDONIA CHURCH SPIRE
 TP1024  PID         -  TP1024
 TP1024  STATE/COUNTY-  WA/STEVENS
 TP1024  USGS QUAD   -  CEDONIA (1994)
 TP1024
 TP1024                         *CURRENT SURVEY CONTROL
 TP1024  ___________________________________________________________________
 TP1024* NAD 83(1991)-  48 09 15.47498(N)    118 10 11.92789(W)     ADJUSTED  
 TP1024* NAVD 88     -                                                        
 TP1024  ___________________________________________________________________
 TP1024  LAPLACE CORR-           9.85  (seconds)                    DEFLEC99
 TP1024  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 TP1024
 TP1024  HORZ ORDER  -  THIRD
 TP1024
 TP1024.The horizontal coordinates were established by classical geodetic methods
 TP1024.and adjusted by the National Geodetic Survey in December 1991..
 TP1024
 TP1024
 TP1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1024
 TP1024.The geoid height was determined by GEOID03.
 TP1024
 TP1024;                    North         East     Units Scale Factor Converg.
 TP1024;SPC WA N     -   131,766.214   698,109.340   MT  0.99994245   +1 58 58.5
 TP1024;SPC WA N     -   432,302.99  2,290,380.39   sFT  0.99994245   +1 58 58.5
 TP1024;UTM  11      - 5,334,111.967   412,985.977   MT  0.99969303   -0 52 17.8
 TP1024
 TP1024                          SUPERSEDED SURVEY CONTROL
 TP1024
 TP1024  NAD 83(1986)-  48 09 15.48454(N)    118 10 11.92280(W) AD(       ) 4
 TP1024  NAD 27      -  48 09 15.89000(N)    118 10 07.98000(W) AD(       ) 3
 TP1024
 TP1024.Superseded values are not recommended for survey control.
 TP1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1024.See file dsdata.txt to determine how the superseded data were derived.
 TP1024
 TP1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1298634112(NAD 83)
 TP1024
 TP1024  HISTORY     - Date     Condition        Report By
 TP1024  HISTORY     - 1936     MONUMENTED       BOR
 TP1024  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP1024
 TP1024                          STATION DESCRIPTION
 TP1024
 TP1024'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP1024'SPIRE IS LOCATED ON TOP OF ROOF OF CHURCH IN CEDONIA.
 TP1024
 TP1024                          STATION RECOVERY (1947)
 TP1024
 TP1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP1024'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  A NEW
 TP1024'DESCRIPTION FOLLOWS--
 TP1024'
 TP1024'STATION IS A SMALL SPIRE ATOP A CUPOLA OF THE ONLY CHURCH (WHITE)
 TP1024'IN CEDONIA.  THE CHURCH IS LOCATED JUST S OF A SMALL GRAVEYARD,
 TP1024'ABOUT 0.2 MILE N OF DUVALLS SERVICE STATION, AND ABOUT 300 FEET W
 TP1024'OF A Y-JUNCTION (STATE HIGHWAY 22 AND HARVEY CREEK ROAD).  IT IS
 TP1024'20.4 METERS W OF THE CENTER LINE OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2034 ***********************************************************************
 SA2034  DESIGNATION -  CELLER
 SA2034  PID         -  SA2034
 SA2034  STATE/COUNTY-  WA/WALLA WALLA
 SA2034  USGS QUAD   -  HUMORIST (1992)
 SA2034
 SA2034                         *CURRENT SURVEY CONTROL
 SA2034  ___________________________________________________________________
 SA2034* NAD 83(1991)-  46 10 05.94111(N)    119 00 00.83214(W)     ADJUSTED  
 SA2034* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 SA2034  ___________________________________________________________________
 SA2034  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 SA2034  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 SA2034
 SA2034  HORZ ORDER  -  SECOND
 SA2034
 SA2034.The horizontal coordinates were established by classical geodetic methods
 SA2034.and adjusted by the National Geodetic Survey in December 1991..
 SA2034
 SA2034.The orthometric height was scaled from a topographic map.
 SA2034
 SA2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2034
 SA2034.The geoid height was determined by GEOID03.
 SA2034
 SA2034;                    North         East     Units Scale Factor Converg.
 SA2034;SPC WA S     -    93,909.151   615,810.443   MT  0.99994090   +1 05 21.9
 SA2034;SPC WA S     -   308,100.27  2,020,371.43   sFT  0.99994090   +1 05 21.9
 SA2034;UTM  11      - 5,114,693.650   345,589.017   MT  0.99989310   -1 26 35.5
 SA2034
 SA2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2034!SPC WA S     -   0.99998710  x   0.99994090  =   0.99992800
 SA2034!UTM  11      -   0.99998710  x   0.99989310  =   0.99988020
 SA2034
 SA2034:                Primary Azimuth Mark                     Grid Az
 SA2034:SPC WA S     -  MC 19 OVER 24                            140 41 43.2
 SA2034:UTM  11      -  MC 19 OVER 24                            143 13 40.6
 SA2034
 SA2034|---------------------------------------------------------------------|
 SA2034| PID    Reference Object                     Distance      Geod. Az  |
 SA2034|                                                           dddmmss.s |
 SA2034| SA2025 MC 19 OVER 24                       APPROX. 0.9 KM 1414705.1 |
 SA2034|---------------------------------------------------------------------|
 SA2034
 SA2034                          SUPERSEDED SURVEY CONTROL
 SA2034
 SA2034  NAD 83(1991)-  46 10 05.94149(N)    119 00 00.83168(W) AD(       ) 2
 SA2034  NAD 83(1986)-  46 10 05.94831(N)    119 00 00.82444(W) AD(       ) 2
 SA2034  NAD 27      -  46 10 06.45500(N)    118 59 56.79900(W) AD(       ) 2
 SA2034
 SA2034.Superseded values are not recommended for survey control.
 SA2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2034.See file dsdata.txt to determine how the superseded data were derived.
 SA2034
 SA2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4558914694(NAD 83)
 SA2034_MARKER: Z = SEE DESCRIPTION
 SA2034_SETTING: 0 = UNSPECIFIED SETTING
 SA2034_STAMPING: CELLER 1947
 SA2034_MARK LOGO: USE   
 SA2034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2034
 SA2034  HISTORY     - Date     Condition        Report By
 SA2034  HISTORY     - 1947     MONUMENTED       USE
 SA2034  HISTORY     - 1957     GOOD             CGS
 SA2034  HISTORY     - 20060425 MARK NOT FOUND   GEOCAC
 SA2034
 SA2034                          STATION DESCRIPTION
 SA2034
 SA2034'DESCRIBED BY US ENGINEERS 1947 (WRG)
 SA2034'STATION LOCATED ABOUT 6.2 MILES S.E. OF PASCO, WASH.
 SA2034'
 SA2034'TO REACH STATION FROM 4TH AND LEWIS ST. PASCO, WASH, TAKE
 SA2034'U.S. HIGHWAY 410 (LEWIS ST.) GO EAST OUT OF TOWN IN DIRECTION OF
 SA2034'WALLA WALLA, WASH., FOR 7.0 MILES.  AT BOTTOM OF HILL TAKE TRACK
 SA2034'ROAD LEADING RIGHT, FOLLOW TRACK ROAD ACROSS TWO R.R. TRACKS,
 SA2034'FOR DISTANCE OF .85 MILES TO BANK OF COLUMBIA RIVER.  TURN LEFT
 SA2034'AND FOLLOW DOWN RIVER .4 MILE TO STATION.
 SA2034'
 SA2034'STATION IS 500 FT S.W. OF R.R. TRACK, 200 FT. N.E. OF RIVER, 50
 SA2034'FT. N.E. OF TRACK ROAD, 9 FT. S.E. OF CEMENT FOUNDATION.  STANDARD
 SA2034'U.S. BRONZE DISC SET IN CONCRETE MONUMENT AND
 SA2034'STAMPED---CELLER 1947---.
 SA2034
 SA2034                          STATION RECOVERY (1957)
 SA2034
 SA2034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA2034'RECOVERED IN GOOD CONDITION ABOUT 2.5 MILES SOUTHEAST OF BURBANK,
 SA2034'ABOUT 1.0 MILE SOUTHEAST OF THE UNION PACIFIC RAILROAD BRIDGE
 SA2034'OVER THE COLUMBIA RIVER ON FOUNDATION ISLAND IN THE MIDDLE OF
 SA2034'THE COLUMBIA RIVER.  ABOUT 1100 FEET SOUTHEAST OF THE NORTHWEST
 SA2034'END OF THE ISLAND, 90 FEET SOUTHEAST OF A RUIN CONCRETE
 SA2034'FOUNDATION, 60 FEET EAST OF THE WEST SHORE OF THE ISLAND.
 SA2034'
 SA2034'THE STATION IS A CORPS OF ENGINEERS DISK STAMPED CELLER 1947 SET
 SA2034'IN THE TOP OF A CONCRETE MONUMENT PROJECTING 2 INCHES.
 SA2034'
 SA2034'NOTE--THE STATION CAN ONLY BE REACHED BY BOAT.
 SA2034
 SA2034                          STATION RECOVERY (2006)
 SA2034
 SA2034'RECOVERY NOTE BY GEOCACHING 2006 (JLH)
 SA2034'DISK NOT FOUND. CONCRETE PIECES RESEMBLING MONUMENT SETTING FOUND AT
 SA2034'COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3965 ***********************************************************************
 SY3965  DESIGNATION -  CEM
 SY3965  PID         -  SY3965
 SY3965  STATE/COUNTY-  WA/KING
 SY3965  USGS QUAD   -  
 SY3965
 SY3965                         *CURRENT SURVEY CONTROL
 SY3965  ___________________________________________________________________
 SY3965* NAD 83(1991)-  47 38 51.61514(N)    122 21 54.44554(W)     ADJUSTED  
 SY3965* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 SY3965  ___________________________________________________________________
 SY3965  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 SY3965  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY3965
 SY3965  HORZ ORDER  -  THIRD
 SY3965
 SY3965.The horizontal coordinates were established by classical geodetic methods
 SY3965.and adjusted by the National Geodetic Survey in December 1991..
 SY3965
 SY3965.The orthometric height was scaled from a topographic map.
 SY3965
 SY3965.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3965
 SY3965.The geoid height was determined by GEOID03.
 SY3965
 SY3965;                    North         East     Units Scale Factor Converg.
 SY3965;SPC WA N     -    73,154.593   384,923.840   MT  0.99997573   -1 08 25.6
 SY3965;SPC WA N     -   240,008.03  1,262,870.97   sFT  0.99997573   -1 08 25.6
 SY3965;UTM  10      - 5,277,336.739   547,680.384   MT  0.99962794   +0 28 09.1
 SY3965
 SY3965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3965!SPC WA N     -   0.99999273  x   0.99997573  =   0.99996846
 SY3965!UTM  10      -   0.99999273  x   0.99962794  =   0.99962067
 SY3965
 SY3965:                Primary Azimuth Mark                     Grid Az
 SY3965:SPC WA N     -  YELLOW CHURCH BALL ON STEEPLE            044 49 59.6
 SY3965:UTM  10      -  YELLOW CHURCH BALL ON STEEPLE            043 13 24.9
 SY3965
 SY3965|---------------------------------------------------------------------|
 SY3965| PID    Reference Object                     Distance      Geod. Az  |
 SY3965|                                                           dddmmss.s |
 SY3965| SY4068 YELLOW CHURCH BALL ON STEEPLE       APPROX. 0.8 KM 0434134.0 |
 SY3965| SY3951 HOUSE OF GOOD SHEPHERD CROSS        APPROX. 3.1 KM 0542222.1 |
 SY3965| SY3952 CATHOLIC INSTITUTION STACK          APPROX. 3.1 KM 0553931.5 |
 SY3965| SY3987 FREMONT AVE SCHOOL VENTILATOR       APPROX. 1.4 KM 0571409.6 |
 SY3965| SY3984 FREMONT AVE SCHOOL FLAGPOLE         APPROX. 1.5 KM 0573054.1 |
 SY3965| SY4012 FREMONT NEW CHURCH STEEPLE          APPROX. 2.2 KM 0582411.1 |
 SY3965| SY4016 HOUSE                               APPROX. 2.5 KM 0642434.3 |
 SY3965| SY3993 FREMONT SH LT COLOR CH BELFRY       APPROX. 1.5 KM 0731926.8 |
 SY3965| SY3991 METHODIST CH SLENDER STEEPLE        APPROX. 1.4 KM 0754419.1 |
 SY3965| SY4003 BRYANT LUMBER CO IRON STACK         APPROX. 1.1 KM 0814555.5 |
 SY3965| SY3988 LARGE STACK NR FREMONT BRIDGE       APPROX. 1.2 KM 0891718.0 |
 SY3965| SY4100 WESTERN COOPERAGE CO SMALL STK      APPROX. 1.8 KM 0901236.8 |
 SY3965| SY4092 WESTERN COOPERAGE CO TANK           APPROX. 1.8 KM 0904302.0 |
 SY3965| SY3971 ONE STORY BRICK BUILDING STACK      493.927 METERS 1085943.8 |
 SY3965| CF7255 CEM RM 1                                           15849     |
 SY3965| CF7256 CEM RM 2                                           23251     |
 SY3965| CF7257 CEM RM 3                                           28816     |
 SY3965| SY4069 TREE                                APPROX. 0.6 KM 3033653.8 |
 SY3965| SY4077 STEEPLE BLACK AND RED CROSS         APPROX. 2.7 KM 3422534.9 |
 SY3965|---------------------------------------------------------------------|
 SY3965
 SY3965                          SUPERSEDED SURVEY CONTROL
 SY3965
 SY3965  NAD 83(1986)-  47 38 51.60813(N)    122 21 54.44923(W) AD(       ) 3
 SY3965  NAD 27      -  47 38 52.25500(N)    122 21 49.99100(W) AD(       ) 3
 SY3965
 SY3965.Superseded values are not recommended for survey control.
 SY3965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3965.See file dsdata.txt to determine how the superseded data were derived.
 SY3965
 SY3965_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4768077337(NAD 83)
 SY3965_MARKER: Z = SEE DESCRIPTION
 SY3965_SETTING: 0 = UNSPECIFIED SETTING
 SY3965
 SY3965  HISTORY     - Date     Condition        Report By
 SY3965  HISTORY     - 1915     MONUMENTED       CGS
 SY3965  HISTORY     - 1932     SEE DESCRIPTION  CGS
 SY3965  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY3965
 SY3965                          STATION DESCRIPTION
 SY3965
 SY3965'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (GTR)
 SY3965'STATION IS ON THE N SLOPE OF QUEEN ANNE HILL FACING CANAL BETWEEN
 SY3965'LAKE UNION AND SALMON BAY, SEATTLE, WASHINGTON.  IT IS ABOUT 300
 SY3965'FEET FROM THE N FENCE OF MOUNT PLEASANT CEMETERY AND ON THE RIDGE
 SY3965'OF THE HILL SLOPING DOWN TO ROSS VALLEY.  THE STATION IS IN RANGE
 SY3965'WITH STATION TANK AND THE SW CORNER OF A TWO-STORY ORANGE-COLORED
 SY3965'HOUSE WHICH IS ABOUT 1/4 MILE NW OF STATION AND DOWN NEAR THE
 SY3965'EDGE OF ROSS VALLEY.
 SY3965'
 SY3965'A REGULATION MARK SET IN A CONCRETE MONUMENT 10 INCHES ACROSS
 SY3965'THE FACE AND FLUSH WITH THE GROUND IS THE STATION MARK.
 SY3965'
 SY3965'A SMALL RESIDENCE WITH THREE SMALL SHEDS LIES BETWEEN CEMETERY
 SY3965'AND STATION.
 SY3965'
 SY3965'REFERENCE MARK NO.1, IS A REGULATION DISK SET IN A CONCRETE
 SY3965'MONUMENT WHOSE FACE IS 10 INCHES IN DIAMETER AND FLUSH WITH GROUND,
 SY3965'9.645 METERS FROM STATION.
 SY3965'
 SY3965'REFERENCE MARK NO.2 IS A TRIANGLE ON A SPRUCE TREE, THE SIDES
 SY3965'OF THE TRIANGLE BEING ABOUT 6 INCHES IN LENGTH.  THIS MARK IS
 SY3965'ABOUT 5 FEET ABOVE THE GROUND 7.56 METERS FROM STATION.
 SY3965'
 SY3965'REFERENCE MARK NO.3 IS A REGULATION MARK SET IN A CONCRETE
 SY3965'MONUMENT WHOSE FACE IS 10 INCHES AND FLUSH WITH GROUND, 8.17 METERS
 SY3965'FROM STATION.
 SY3965'
 SY3965'TO REACH STATION TAKE N QUEEN ANNE CAR TO TERMINAL WHICH IS AT
 SY3965'END OF SEVENTH AVENUE W, AND AT ENTRANCE TO CEMETERY WHICH YOU
 SY3965'CROSS AND GO ABOUT 300 FEET FARTHER N BEFORE REACHING STATION.
 SY3965'
 SY3965'NOTE.--W CORNER OF LARGE THREE-STORY RED BRICK BUILDING (PROBABLY
 SY3965'SCHOOL) IN FREMONT, JUST ACROSS ROSS VALLEY IS IN RANGE WITH HIGH
 SY3965'BRICK STACK AT A CATHOLIC INSTITUTION ON TOP OF HILL BEYOND
 SY3965'FREMONT.
 SY3965
 SY3965                          STATION RECOVERY (1932)
 SY3965
 SY3965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (FHH)
 SY3965'STATION AND REFERENCE MARKS WERE NOT FOUND.  STATION BELIEVED TO
 SY3965'HAVE BEEN DESTROYED AS PORTION OF CONCRETE MONUMENT WAS FOUND
 SY3965'LYING IN LARGE HOLE THAT WAS IN RANGE WITH OBJECT MENTIONED IN
 SY3965'DESCRIPTION.
 SY3965
 SY3965                          STATION RECOVERY (2001)
 SY3965
 SY3965'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 SY3965' 
 SY3965' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3861 ***********************************************************************
 SY3861  DESIGNATION -  CEMETERY FLAGSTAFF
 SY3861  PID         -  SY3861
 SY3861  STATE/COUNTY-  WA/KING
 SY3861  USGS QUAD   -  
 SY3861
 SY3861                         *CURRENT SURVEY CONTROL
 SY3861  ___________________________________________________________________
 SY3861* NAD 83(1991)-  47 38 11.18685(N)    122 18 59.44392(W)     ADJUSTED  
 SY3861* NAVD 88     -                                                        
 SY3861  ___________________________________________________________________
 SY3861  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 SY3861  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY3861
 SY3861  HORZ ORDER  -  THIRD
 SY3861
 SY3861.The horizontal coordinates were established by classical geodetic methods
 SY3861.and adjusted by the National Geodetic Survey in December 1991..
 SY3861
 SY3861
 SY3861.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3861
 SY3861.The geoid height was determined by GEOID03.
 SY3861
 SY3861;                    North         East     Units Scale Factor Converg.
 SY3861;SPC WA N     -    71,834.718   388,551.275   MT  0.99997734   -1 06 15.3
 SY3861;SPC WA N     -   235,677.74  1,274,771.97   sFT  0.99997734   -1 06 15.3
 SY3861;UTM  10      - 5,276,119.690   551,342.189   MT  0.99963239   +0 30 18.1
 SY3861
 SY3861                          SUPERSEDED SURVEY CONTROL
 SY3861
 SY3861  NAD 83(1986)-  47 38 11.18378(N)    122 18 59.44828(W) AD(       ) 4
 SY3861  NAD 27      -  47 38 11.83000(N)    122 18 54.99000(W) AD(       ) 3
 SY3861
 SY3861.Superseded values are not recommended for survey control.
 SY3861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3861.See file dsdata.txt to determine how the superseded data were derived.
 SY3861
 SY3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5134276120(NAD 83)
 SY3861
 SY3861  HISTORY     - Date     Condition        Report By
 SY3861  HISTORY     - UNK      MONUMENTED
 SY3861  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY3861  HISTORY     - 20021104 GOOD             USPSQD
 SY3861
 SY3861                          STATION DESCRIPTION
 SY3861
 SY3861'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY3861'THE FLAGSTAFF WAS ORIGINALLY LOCATED IN THE APPROXIMATE CENTER OF
 SY3861'THE SOLDIERS BURIAL GROUND, AT THE N END OF AND OUTSIDE OF THE
 SY3861'WOVEN WIRE FENCE ENCLOSING LAKE VIEW CEMETERY.  THE INTERSECTION
 SY3861'OF TWELFTH AVENUE N AND E HOWE STREET IS AT THE SW CORNER OF THE
 SY3861'SMALL PARK IN WHICH IS THE BURIAL PLOT.  THE STEEL FLAGPOLE IS
 SY3861'NOT THE FLAGSTAFF INTERSECTED IN 1899.  IT WAS PROBABLY SITUATED
 SY3861'2 FEET S OF THE NEW POLE WHERE IS THE WOODEN BUTT OF A POLE
 SY3861'BLOWN DOWN SOME YEARS AGO.  THE CONCRETE COLLAR WHICH
 SY3861'SURROUNDED THE OLD POLE IS IN PLACE.
 SY3861
 SY3861                          STATION RECOVERY (2002)
 SY3861
 SY3861'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5556 ***********************************************************************
 SY5556  DESIGNATION -  CENE
 SY5556  PID         -  SY5556
 SY5556  STATE/COUNTY-  WA/JEFFERSON
 SY5556  USGS QUAD   -  QUILCENE (1953)
 SY5556
 SY5556                         *CURRENT SURVEY CONTROL
 SY5556  ___________________________________________________________________
 SY5556* NAD 83(1991)-  47 47 38.40783(N)    122 50 57.89020(W)     ADJUSTED  
 SY5556* NAVD 88     -         3.95   (+/-2cm)      13.0    (feet)  VERTCON   
 SY5556  ___________________________________________________________________
 SY5556  LAPLACE CORR-         -20.75  (seconds)                    DEFLEC99
 SY5556  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SY5556
 SY5556  HORZ ORDER  -  THIRD
 SY5556  VERT ORDER  -  THIRD ? (See Below)
 SY5556
 SY5556.The horizontal coordinates were established by classical geodetic methods
 SY5556.and adjusted by the National Geodetic Survey in December 1991..
 SY5556
 SY5556.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5556.The vertical order pertains to the NGVD 29 superseded value.
 SY5556
 SY5556.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5556
 SY5556.The geoid height was determined by GEOID03.
 SY5556
 SY5556;                    North         East     Units Scale Factor Converg.
 SY5556;SPC WA N     -    90,256.928   348,974.904   MT  0.99995815   -1 30 03.6
 SY5556;SPC WA N     -   296,117.94  1,144,928.50   sFT  0.99995815   -1 30 03.6
 SY5556;UTM  10      - 5,293,415.812   511,277.687   MT  0.99960156   +0 06 41.6
 SY5556
 SY5556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5556!SPC WA N     -   1.00000274  x   0.99995815  =   0.99996089
 SY5556!UTM  10      -   1.00000274  x   0.99960156  =   0.99960430
 SY5556
 SY5556:                Primary Azimuth Mark                     Grid Az
 SY5556:SPC WA N     -  FISHERY 2                                190 25 12.3
 SY5556:UTM  10      -  FISHERY 2                                188 48 27.1
 SY5556
 SY5556|---------------------------------------------------------------------|
 SY5556| PID    Reference Object                     Distance      Geod. Az  |
 SY5556|                                                           dddmmss.s |
 SY5556| SY5554 FISHERY 2                           APPROX. 1.2 KM 1885508.7 |
 SY5556| CF7259 CENE RM 2                             8.563 METERS 26620     |
 SY5556| CF7258 CENE RM 1                            65.680 METERS 34125     |
 SY5556|---------------------------------------------------------------------|
 SY5556
 SY5556                          SUPERSEDED SURVEY CONTROL
 SY5556
 SY5556  NAD 83(1986)-  47 47 38.40494(N)    122 50 57.89692(W) AD(       ) 3
 SY5556  NAD 27      -  47 47 39.07200(N)    122 50 53.32900(W) AD(       ) 3
 SY5556  NGVD 29 (07/19/86)    2.85   (m)            9.4    (f) LEVELING    3  
 SY5556
 SY5556.Superseded values are not recommended for survey control.
 SY5556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5556.See file dsdata.txt to determine how the superseded data were derived.
 SY5556
 SY5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1127893416(NAD 83)
 SY5556_MARKER: Z = SEE DESCRIPTION
 SY5556_SETTING: 0 = UNSPECIFIED SETTING
 SY5556
 SY5556  HISTORY     - Date     Condition        Report By
 SY5556  HISTORY     - 1955     MONUMENTED       CGS
 SY5556  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5556
 SY5556                          STATION DESCRIPTION
 SY5556
 SY5556'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY5556'THE STATION IS LOCATED ABOUT 2-1/4 MILES SOUTH-SOUTHEAST OF
 SY5556'QUILCENE ON THE EAST SIDE OF QUILCENE BAY, AND ON THE WEST SIDE
 SY5556'OF THE BOLTON PENINSULA AT A POINT ONE MILE NORTH OF THE
 SY5556'SOUTHWEST END OF THE PENINSULA.
 SY5556'
 SY5556'TO REACH FROM THE POST OFFICE IN QUILCENE, GO NORTH ON U.S. HIGHWAY
 SY5556'101 FOR ABOUT 75 YARDS.  LEAVE THE HIGHWAY AND CONTINUE STRAIGHT
 SY5556'AHEAD FOR 0.45 MILE TO A ROAD RIGHT AT SIGN E. QUILCENE.  TURN
 SY5556'RIGHT AND GO 1.9 MILES TO A FORK, KEEP LEFT FORK FOR 0.35 MILE
 SY5556'TO END OF BLACK-TOP.  CONTINUE STRAIGHT AHEAD FOR 2.4 MILES TO
 SY5556'SIGN ROAD CLOSED.  CONTINUE DOWN HILL (4-WHEEL DRIVE VEHICLE) ON
 SY5556'STEEP, NARROW ROAD TO BASE OF SPIT.  TURN RIGHT AND FOLLOW SPIT
 SY5556'TO ITS END.  A DISTANCE OF 0.5 MILE FROM SIGN.  TAKE BOAT AND
 SY5556'GO NORTH FOR ABOUT 1 MILE TO STATION.  NOTE--AT LOW TIDE, ONE
 SY5556'MAY WALK ALONG THE BEACH TO STATION SITE.
 SY5556'
 SY5556'THE STATION SITE IS AT THE BASE OF A SMALL SLIDE AT A POINT WHERE
 SY5556'A LARGE TREE HAS FALLEN AND IS NOW SUSPENDED FROM THE BANK AT AN
 SY5556'ANGLE.  THIS IS SOUTH OF THE DEFINITE POINT OF LAND AS SEEN
 SY5556'FROM THE END OF TRUCK TRAVEL.
 SY5556'
 SY5556'THE STATION MARK, STAMPED CENE 1955, IS A STANDARD DISK WELDED
 SY5556'TO THE TOP OF A 2-INCH IRON PIPE PROJECTING ABOUT 10 INCHES.  IT
 SY5556'IS BACK OF THE DRIFTWOOD, ABOUT 3 FEET WEST OF THE FOOT OF THE
 SY5556'BANK.
 SY5556'
 SY5556'REFERENCE MARK 1, STAMPED CENE NO 1 1955, IS A STANDARD DISK SET
 SY5556'IN A DRILL HOLE IN A 3 BY 3-FOOT BOULDER THAT PROJECTS ABOUT 3
 SY5556'FEET ABOVE THE BEACH.  IT IS 7 PACES WEST OF THE LINE OF BRUSH.
 SY5556'
 SY5556'REFERENCE MARK 2, STAMPED CENE NO 2 1955, IS A STANDARD DISK SET
 SY5556'IN A DRILL HOLE IN A 2 BY 3-FOOT BOULDER AT THE WEST EDGE OF THE
 SY5556'DRIFTWOOD IN FRONT (WEST) OF THE STATION.
 SY5556'
 SY5556'BOTH REFERENCE MARKS WILL BE ABOUT 1 FOOT UNDER WATER AT EXTREME
 SY5556'HIGH TIDE.
 SY5556'
 SY5556'FISHERY 2 CAN BE USED FOR AZIMUTH.
 SY5556
 SY5556                          STATION RECOVERY (1963)
 SY5556
 SY5556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5556'THE STATION WAS RECOVERED AS DESCRIBED BY L.S.B. IN 1955 EXCEPT
 SY5556'NOW THE MARK IS COVERED BY 10 INCHES OF DIRT DUE TO THE DIRT
 SY5556'SLIDING DOWN THE BLUFF.  REFERENCE MARK 1 HAS APPARENTLY BEEN
 SY5556'MOVED BY WAVE ACTION.  THE ARROW POINTS ABOUT 90 DEG TO THE RIGHT
 SY5556'OF THE STATION.  ONLY THE SHANK OF REFERENCE MARK 2 REMAINS
 SY5556'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1769 ***********************************************************************
 TR1769  DESIGNATION -  CENT 1939
 TR1769  PID         -  TR1769
 TR1769  STATE/COUNTY-  WA/SAN JUAN
 TR1769  USGS QUAD   -  LOPEZ PASS (1973)
 TR1769
 TR1769                         *CURRENT SURVEY CONTROL
 TR1769  ___________________________________________________________________
 TR1769* NAD 83(1991)-  48 29 37.37103(N)    122 50 08.78704(W)     ADJUSTED  
 TR1769* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1769  ___________________________________________________________________
 TR1769  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 TR1769  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TR1769
 TR1769  HORZ ORDER  -  THIRD
 TR1769
 TR1769.The horizontal coordinates were established by classical geodetic methods
 TR1769.and adjusted by the National Geodetic Survey in December 1991..
 TR1769
 TR1769.The orthometric height was scaled from a topographic map.
 TR1769
 TR1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1769
 TR1769.The geoid height was determined by GEOID03.
 TR1769
 TR1769;                    North         East     Units Scale Factor Converg.
 TR1769;SPC WA N     -   168,003.072   352,020.566   MT  0.99996375   -1 29 27.1
 TR1769;SPC WA N     -   551,190.08  1,154,920.81   sFT  0.99996375   -1 29 27.1
 TR1769;UTM  10      - 5,371,189.895   512,133.163   MT  0.99960181   +0 07 22.7
 TR1769
 TR1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1769!SPC WA N     -   1.00000276  x   0.99996375  =   0.99996651
 TR1769!UTM  10      -   1.00000276  x   0.99960181  =   0.99960456
 TR1769
 TR1769                          SUPERSEDED SURVEY CONTROL
 TR1769
 TR1769  NAD 83(1986)-  48 29 37.37376(N)    122 50 08.79066(W) AD(       ) 3
 TR1769  NAD 27      -  48 29 38.00600(N)    122 50 04.15200(W) AD(       ) 3
 TR1769
 TR1769.Superseded values are not recommended for survey control.
 TR1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1769.See file dsdata.txt to determine how the superseded data were derived.
 TR1769
 TR1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1213371190(NAD 83)
 TR1769_MARKER: Z = SEE DESCRIPTION
 TR1769_SETTING: 0 = UNSPECIFIED SETTING
 TR1769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1769
 TR1769  HISTORY     - Date     Condition        Report By
 TR1769  HISTORY     - 1939     MONUMENTED       CGS
 TR1769  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 TR1769
 TR1769                          STATION DESCRIPTION
 TR1769
 TR1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CAE)
 TR1769'STATION IS LOCATED ON THE MOST NORTHWESTERLY POINT OF CENTER
 TR1769'ISLAND ABOUT 15 FEET SE OF THE NORTHWESTERLY EXTREMITY OF THE
 TR1769'POINT, AND IS APPROXIMATELY 10 FEET ABOVE HIGH WATER.  A SMALL
 TR1769'INDENTATION IN THE SHORE LINE OCCURS JUST SW OF THE STATION.
 TR1769'
 TR1769'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 TR1769'DRILL HOLES IN OUTCROPPING BEDROCK.
 TR1769'
 TR1769'REFERENCE MARK NO.1 IS SE OF STATION, AND REFERENCE MARK NO.2
 TR1769'IS S OF STATION.  NO MEASUREMENTS WERE MADE TO REFERENCE MARKS.
 TR1769
 TR1769                          STATION RECOVERY (1972)
 TR1769
 TR1769'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (JL)
 TR1769'RECOVERED BY RADER AND LEONARD ASSOC.
 TR1769'
 TR1769'CENT 1939 GOOD, AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4263 ***********************************************************************
 SY4263  DESIGNATION -  CENTENNIAL MILL FLAGSTAFF
 SY4263  PID         -  SY4263
 SY4263  STATE/COUNTY-  WA/KING
 SY4263  USGS QUAD   -  POVERTY BAY (1994)
 SY4263
 SY4263                         *CURRENT SURVEY CONTROL
 SY4263  ___________________________________________________________________
 SY4263* NAD 83(1991)-  47 35 28.39265(N)    122 20 25.05188(W)     ADJUSTED  
 SY4263* NAVD 88     -                                                        
 SY4263  ___________________________________________________________________
 SY4263  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 SY4263  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4263
 SY4263  HORZ ORDER  -  THIRD
 SY4263
 SY4263.The horizontal coordinates were established by classical geodetic methods
 SY4263.and adjusted by the National Geodetic Survey in December 1991..
 SY4263
 SY4263
 SY4263.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4263
 SY4263.The geoid height was determined by GEOID03.
 SY4263
 SY4263;                    North         East     Units Scale Factor Converg.
 SY4263;SPC WA N     -    66,842.739   386,666.185   MT  0.99998423   -1 07 19.1
 SY4263;SPC WA N     -   219,299.89  1,268,587.31   sFT  0.99998423   -1 07 19.1
 SY4263;UTM  10      - 5,271,078.505   549,598.636   MT  0.99963023   +0 29 13.6
 SY4263
 SY4263                          SUPERSEDED SURVEY CONTROL
 SY4263
 SY4263  NAD 83(1986)-  47 35 28.38946(N)    122 20 25.04746(W) AD(       ) 4
 SY4263  NAD 27      -  47 35 29.03200(N)    122 20 20.60500(W) AD(       ) 3
 SY4263
 SY4263.Superseded values are not recommended for survey control.
 SY4263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4263.See file dsdata.txt to determine how the superseded data were derived.
 SY4263
 SY4263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4959971079(NAD 83)
 SY4263
 SY4263  HISTORY     - Date     Condition        Report By
 SY4263  HISTORY     - UNK      MONUMENTED
 SY4263  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4263
 SY4263                          STATION DESCRIPTION
 SY4263
 SY4263'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4263'DESTROYED, NOW IN THE AREA OF THE PORT OF EMBARKATION, WHERE
 SY4263'IS PIER 37
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2460 ***********************************************************************
 SC2460  DESIGNATION -  CENTER 1911
 SC2460  PID         -  SC2460
 SC2460  STATE/COUNTY-  WA/PACIFIC
 SC2460  USGS QUAD   -  NEMAH (1994)
 SC2460
 SC2460                         *CURRENT SURVEY CONTROL
 SC2460  ___________________________________________________________________
 SC2460* NAD 83(1991)-  46 36 58.96292(N)    123 57 30.10106(W)     ADJUSTED  
 SC2460* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SC2460  ___________________________________________________________________
 SC2460  LAPLACE CORR-          17.05  (seconds)                    DEFLEC99
 SC2460  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SC2460
 SC2460  HORZ ORDER  -  THIRD
 SC2460
 SC2460.The horizontal coordinates were established by classical geodetic methods
 SC2460.and adjusted by the National Geodetic Survey in December 1991..
 SC2460
 SC2460.The orthometric height was scaled from a topographic map.
 SC2460
 SC2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2460
 SC2460.The geoid height was determined by GEOID03.
 SC2460
 SC2460;                    North         East     Units Scale Factor Converg.
 SC2460;SPC WA S     -   148,416.316   235,201.622   MT  0.99991475   -2 30 43.7
 SC2460;SPC WA S     -   486,929.20    771,657.32   sFT  0.99991475   -2 30 43.7
 SC2460;UTM  10      - 5,162,981.125   426,620.360   MT  0.99966618   -0 41 47.5
 SC2460
 SC2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2460!SPC WA S     -   1.00000167  x   0.99991475  =   0.99991642
 SC2460!UTM  10      -   1.00000167  x   0.99966618  =   0.99966785
 SC2460
 SC2460:                Primary Azimuth Mark                     Grid Az
 SC2460:SPC WA S     -  DOLPHIN BEACON                           242 47 00.8
 SC2460:UTM  10      -  DOLPHIN BEACON                           240 58 04.6
 SC2460
 SC2460|---------------------------------------------------------------------|
 SC2460| PID    Reference Object                     Distance      Geod. Az  |
 SC2460|                                                           dddmmss.s |
 SC2460| SC2473 DOLPHIN BEACON                      APPROX. 1.5 KM 2401617.1 |
 SC2460| SD0514 OYSTER HOUSE                        APPROX. 6.3 KM 2602054.6 |
 SC2460| SC2554 PILE BEACON                         APPROX. 3.4 KM 3085204.8 |
 SC2460| SD0480 WILLAPA LIFE SAVING STATION         APPROX.13.1 KM 3291850.2 |
 SC2460| SC2513 ELLEN                               APPROX. 5.0 KM 3455021.4 |
 SC2460| SC2505 HOTEL RUSTIC                        APPROX.10.1 KM 3492530.0 |
 SC2460|---------------------------------------------------------------------|
 SC2460
 SC2460                          SUPERSEDED SURVEY CONTROL
 SC2460
 SC2460  NAD 83(1991)-  46 36 58.96142(N)    123 57 30.10053(W) AD(       ) 3
 SC2460  NAD 83(1986)-  46 36 58.96171(N)    123 57 30.08644(W) AD(       ) 3
 SC2460  NAD 27      -  46 36 59.60961(N)    123 57 25.50436(W) AD(       ) 3
 SC2460
 SC2460.Superseded values are not recommended for survey control.
 SC2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2460.See file dsdata.txt to determine how the superseded data were derived.
 SC2460
 SC2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2662062981(NAD 83)
 SC2460
 SC2460  HISTORY     - Date     Condition        Report By
 SC2460  HISTORY     - 1911     MONUMENTED       CGS
 SC2460  HISTORY     - 1922     SEE DESCRIPTION  CGS
 SC2460
 SC2460                          STATION DESCRIPTION
 SC2460
 SC2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (RBD)
 SC2460'STATION IS ON A BLUFF ON THE BAY SHORE BETWEEN GOOSE POINT AND SANDY
 SC2460'POINT.  IT IS ABOUT 1 MILE FROM THE VILLAGE OF BAY CENTER.  THE
 SC2460'STATION IS ABOUT 5 METERS FROM THE EDGE OF THE BLUFF.  SOME VERY
 SC2460'LARGE STUMPS AND SPRUCE TREES ARE CLOSE TO THE SIGNAL.
 SC2460'
 SC2460'STATION IS MARKED BY A WHITE GLASS CATSUP BOTTLE EMBEDDED IN CEMENT
 SC2460'3-1/2 FEET BELOW THE SURFACE OF THE GROUND.  ONE-HALF FOOT ABOVE THE
 SC2460'BOTTLE A 1-INCH GALVANIZED-IRON PIPE WAS PLACED.  THE PIPE IS 2
 SC2460'FEET LONG AND PROTRUDES 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 SC2460'
 SC2460'REFERENCE MARK NO.1 IS A TRIANGLE 4 INCHES ON A SIDE, WITH SMALL
 SC2460'WIRE NAIL IN CENTER, CUT IN A LARGE SPRUCE STUMP, AND IS 44 DEG 31
 SC2460'MIN 10 SEC IN AZIMUTH FROM CAPE SHOALWATER LIGHTHOUSE AND 24 FEET
 SC2460'FROM CENTER OF STATION.
 SC2460'
 SC2460'REFERENCE MARK NO.2 IS SIMILAR IN ALL RESPECTS TO NO.1.  IT IS 194
 SC2460'DEG 13 MIN 10 SEC IN AZIMUTH FROM LIGHTHOUSE AND 20 FEET DISTANT
 SC2460'FROM CENTER OF THE STATION.  BOTH REFERENCE MARKS ARE 5 FEET ABOVE
 SC2460'THE GROUND.
 SC2460
 SC2460                          STATION RECOVERY (1922)
 SC2460
 SC2460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SC2460'STATION SEARCHED FOR BUT NOT RECOVERED.  THE BLUFF IN THIS VICINITY
 SC2460'HAD APPARENTLY SLOUGHED OFF SEVERAL METERS.  STATION IS PROBABLY
 SC2460'LOST.  DELAY INCIDENT TO EXTENDED SEARCH PROHIBITIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1406 ***********************************************************************
 SW1406  DESIGNATION -  CENTER 1934
 SW1406  PID         -  SW1406
 SW1406  STATE/COUNTY-  WA/GRANT
 SW1406  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW1406
 SW1406                         *CURRENT SURVEY CONTROL
 SW1406  ___________________________________________________________________
 SW1406* NAD 83(1991)-  47 56 29.10893(N)    118 59 05.81950(W)     ADJUSTED  
 SW1406* NAVD 88     -       513.     (meters)    1683.     (feet)  SCALED    
 SW1406  ___________________________________________________________________
 SW1406  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 SW1406  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SW1406
 SW1406  HORZ ORDER  -  SECOND
 SW1406
 SW1406.The horizontal coordinates were established by classical geodetic methods
 SW1406.and adjusted by the National Geodetic Survey in December 1991..
 SW1406
 SW1406.The orthometric height was scaled from a topographic map.
 SW1406
 SW1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1406
 SW1406.The geoid height was determined by GEOID03.
 SW1406
 SW1406;                    North         East     Units Scale Factor Converg.
 SW1406;SPC WA S     -   291,012.192   613,204.353   MT  1.00019635   +1 06 01.9
 SW1406;SPC WA S     -   954,762.50  2,011,821.28   sFT  1.00019635   +1 06 01.9
 SW1406;UTM  11      - 5,311,696.006   351,767.119   MT  0.99987000   -1 28 26.4
 SW1406
 SW1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1406!SPC WA S     -   0.99992265  x   1.00019635  =   1.00011898
 SW1406!UTM  11      -   0.99992265  x   0.99987000  =   0.99979266
 SW1406
 SW1406:                Primary Azimuth Mark                     Grid Az
 SW1406:SPC WA S     -  FIDDLE CREEK USBR 1934                   325 06 50.0
 SW1406:UTM  11      -  FIDDLE CREEK USBR 1934                   327 41 18.3
 SW1406
 SW1406|---------------------------------------------------------------------|
 SW1406| PID    Reference Object                     Distance      Geod. Az  |
 SW1406|                                                           dddmmss.s |
 SW1406| SW1421 FIDDLE CREEK USBR 1934              APPROX. 4.0 KM 3261251.9 |
 SW1406|---------------------------------------------------------------------|
 SW1406
 SW1406                          SUPERSEDED SURVEY CONTROL
 SW1406
 SW1406  NAD 83(1986)-  47 56 29.11969(N)    118 59 05.81667(W) AD(       ) 2
 SW1406  NAD 27      -  47 56 29.57300(N)    118 59 01.74500(W) AD(       ) 2
 SW1406
 SW1406.Superseded values are not recommended for survey control.
 SW1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1406.See file dsdata.txt to determine how the superseded data were derived.
 SW1406
 SW1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP5176711696(NAD 83)
 SW1406_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1406_SETTING: 66 = SET IN ROCK OUTCROP
 SW1406_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1406
 SW1406  HISTORY     - Date     Condition        Report By
 SW1406  HISTORY     - 1934     MONUMENTED       BOR
 SW1406  HISTORY     - 1951     SEE DESCRIPTION  BPA
 SW1406  HISTORY     - 1971     SEE DESCRIPTION  BPA
 SW1406
 SW1406                          STATION DESCRIPTION
 SW1406
 SW1406'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1406'ON W END OF PROMINENT GRANITE OUTCROP WHICH FORMS A RIDGE IN WHAT
 SW1406'IS KNOWN AS RATTLESNAKE CANYON.  IT IS ABOUT 1 MILE S OF GRAND
 SW1406'COULEE AND A MILE NE OF ELMORE TOWNSITE.
 SW1406'
 SW1406'TO REACH STATION, DRIVE E THROUGH TOWN OF ELMORE AND CONTINUE
 SW1406'DOWN INTO RATTLESNAKE CANYON TO THE NOBLE RANCH.  LEAVE CAR HERE
 SW1406'AND CONTINUE 600 FEET N ON FOOT TO STATION.
 SW1406'
 SW1406'STATION MARK IS SET ACCORDING TO NOTE 3.
 SW1406'
 SW1406'HEIGHT OF STAND ABOVE STATION MARK - 2.280 METERS.
 SW1406
 SW1406                          STATION RECOVERY (1951)
 SW1406
 SW1406'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1951 (CER)
 SW1406'I BELIEVE THAT THE STATION IS REACHED EASIER FROM THE FOLLOWING
 SW1406'DESCRIPTION--
 SW1406'
 SW1406'FROM THE WILD LIFE CAFE IN GRAND COULEE GO NE ON THE MAIN HIGHWAY
 SW1406'TO THE DAM (ABOUT 0.5 MILE), TAKE THE ROAD TO THE RIGHT DOWN ACROSS
 SW1406'RATTLESNAKE SLOUGH OR CANYON (EARTH FILL ACROSS SLOUGH).  KEEP
 SW1406'GOING A FEW HUNDRED FEET AND COME TO A LARGE GRAVEL PIT - TURN
 SW1406'RIGHT AND GO UPHILL TO THE HIGHEST GRAVEL PIT (ABOUT ANOTHER 500
 SW1406'FEET).  LEAVE TRUCK HERE AND WALK UPHILL IN AN E DIRECTION TO
 SW1406'THE STATION AS DESCRIBED ABOVE (ABOUT A 10 MINUTE PACK).
 SW1406'
 SW1406'STATION WAS FOUND IN GOOD CONDITION.
 SW1406
 SW1406                          STATION RECOVERY (1971)
 SW1406
 SW1406'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1971
 SW1406'STATION RECOVERED IN GOOD CONDITION AUGUST 1971.
 SW1406'
 SW1406'TO REACH THE STATION FROM THE INTERSECTION OF SEATON STREET AND
 SW1406'SPOKANE STREET IN GRAND COULEE, WASHINGTON, GO EASTERLY ON SPOKANE
 SW1406'STREET 0.1 MILE TO SIDE ROAD RIGHT, FEDERAL STREET.
 SW1406'
 SW1406'TURN RIGHT ON FEDERAL STREET, FOR 300 FEET TO A SIDE ROAD LEFT.
 SW1406'
 SW1406'TURN LEFT AND GO 0.3 MILE TO AN INTERSECTION AND STAY LEFT FOR 200
 SW1406'FEET TO A FORK.
 SW1406'
 SW1406'TAKE A LEFT FORK, GRAVEL ROAD, AND GO 0.25 MILE TO A T
 SW1406'INTERSECTION.
 SW1406'
 SW1406'TURN LEFT AND GO 0.6 MILE TO A T INTERSECTION AND A TRACK ROAD,
 SW1406'CONTINUING STRAIGHT AHEAD, NORTHERLY.
 SW1406'
 SW1406'TAKE TRACK ROAD NORTHERLY BETWEEN TWO ROCKY KNOBS 0.3 MILE TO A
 SW1406'FORK AT A FENCE CORNER AND GATE.
 SW1406'
 SW1406'TAKE LEFT FORK PAST FENCE CORNER ON FAINT TRACK ROAD, 0.15 MILE
 SW1406'TO FOOT OF A ROCKY KNOB AND PACK SOUTHERLY + OR - 400 FEET TO TOP
 SW1406'OF KNOB AND STATION.
 SW1406'
 SW1406'STATION LOCATED IN SEC. 12, T12N, R30E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1772 ***********************************************************************
 TR1772  DESIGNATION -  CENTER ISLAND FLAG
 TR1772  PID         -  TR1772
 TR1772  STATE/COUNTY-  WA/SAN JUAN
 TR1772  USGS QUAD   -  LOPEZ PASS (1973)
 TR1772
 TR1772                         *CURRENT SURVEY CONTROL
 TR1772  ___________________________________________________________________
 TR1772* NAD 83(1991)-  48 29 35.29174(N)    122 49 35.79567(W)     ADJUSTED  
 TR1772* NAVD 88     -                                                        
 TR1772  ___________________________________________________________________
 TR1772  LAPLACE CORR-          -7.12  (seconds)                    DEFLEC99
 TR1772  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 TR1772
 TR1772  HORZ ORDER  -  THIRD
 TR1772
 TR1772.The horizontal coordinates were established by classical geodetic methods
 TR1772.and adjusted by the National Geodetic Survey in December 1991..
 TR1772
 TR1772
 TR1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1772
 TR1772.The geoid height was determined by GEOID03.
 TR1772
 TR1772;                    North         East     Units Scale Factor Converg.
 TR1772;SPC WA N     -   167,921.287   352,695.986   MT  0.99996369   -1 29 02.5
 TR1772;SPC WA N     -   550,921.76  1,157,136.75   sFT  0.99996369   -1 29 02.5
 TR1772;UTM  10      - 5,371,127.187   512,810.374   MT  0.99960202   +0 07 47.5
 TR1772
 TR1772                          SUPERSEDED SURVEY CONTROL
 TR1772
 TR1772  NAD 83(1986)-  48 29 35.29435(N)    122 49 35.79927(W) AD(       ) 4
 TR1772  NAD 27      -  48 29 35.93000(N)    122 49 31.16000(W) AD(       ) 3
 TR1772
 TR1772.Superseded values are not recommended for survey control.
 TR1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1772.See file dsdata.txt to determine how the superseded data were derived.
 TR1772
 TR1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1281071127(NAD 83)
 TR1772
 TR1772  HISTORY     - Date     Condition        Report By
 TR1772  HISTORY     - 1940     MONUMENTED       CGS
 TR1772
 TR1772                          STATION DESCRIPTION
 TR1772
 TR1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RLS)
 TR1772'STATION IS A FLAG, LOCATED ON THE NORTHEASTERLY SHORE OF CENTER
 TR1772'ISLAND, LOPEZ SOUND.  NOT MARKED, NOT RECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2658 ***********************************************************************
 RC2658  DESIGNATION -  CENTERVILLE
 RC2658  PID         -  RC2658
 RC2658  STATE/COUNTY-  WA/KLICKITAT
 RC2658  USGS QUAD   -  CENTERVILLE (1983)
 RC2658
 RC2658                         *CURRENT SURVEY CONTROL
 RC2658  ___________________________________________________________________
 RC2658* NAD 83(1991)-  45 45 10.35966(N)    120 54 19.83934(W)     ADJUSTED  
 RC2658* NAVD 88     -       491.0    (meters)    1611.     (feet)  VERTCON   
 RC2658  ___________________________________________________________________
 RC2658  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 RC2658  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 RC2658
 RC2658  HORZ ORDER  -  SECOND
 RC2658
 RC2658.The horizontal coordinates were established by classical geodetic methods
 RC2658.and adjusted by the National Geodetic Survey in December 1991..
 RC2658
 RC2658.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2658
 RC2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2658
 RC2658.The geoid height was determined by GEOID03.
 RC2658
 RC2658;                    North         East     Units Scale Factor Converg.
 RC2658;SPC WA S     -    46,714.026   468,447.770   MT  1.00001921   -0 17 40.4
 RC2658;SPC WA S     -   153,260.93  1,536,899.06   sFT  1.00001921   -0 17 40.4
 RC2658;UTM  10      - 5,068,724.453   662,900.719   MT  0.99992625   +1 30 02.5
 RC2658
 RC2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2658!SPC WA S     -   0.99992634  x   1.00001921  =   0.99994554
 RC2658!UTM  10      -   0.99992634  x   0.99992625  =   0.99985259
 RC2658
 RC2658:                Primary Azimuth Mark                     Grid Az
 RC2658:SPC WA S     -  HAMILTON                                 065 36 07.8
 RC2658:UTM  10      -  HAMILTON                                 063 48 24.9
 RC2658
 RC2658|---------------------------------------------------------------------|
 RC2658| PID    Reference Object                     Distance      Geod. Az  |
 RC2658|                                                           dddmmss.s |
 RC2658| RC0744 HAMILTON                            APPROX. 7.0 KM 0651827.4 |
 RC2658| CF4634 CENTERVILLE RM 1                     15.929 METERS 06958     |
 RC2658| CF4635 CENTERVILLE RM 2                     12.635 METERS 19608     |
 RC2658| CF4633 CENTERVILLE AZ MK                                  2540659.0 |
 RC2658|---------------------------------------------------------------------|
 RC2658
 RC2658                          SUPERSEDED SURVEY CONTROL
 RC2658
 RC2658  NAD 83(1991)-  45 45 10.35995(N)    120 54 19.83925(W) AD(       ) 2
 RC2658  NAD 83(1986)-  45 45 10.37214(N)    120 54 19.83228(W) AD(       ) 2
 RC2658  NAD 27      -  45 45 10.92700(N)    120 54 15.59400(W) AD(       ) 2
 RC2658  NGVD 29 (07/19/86)  490.0    (m)         1608.     (f) VERT ANG       
 RC2658
 RC2658.Superseded values are not recommended for survey control.
 RC2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2658.See file dsdata.txt to determine how the superseded data were derived.
 RC2658
 RC2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6290168724(NAD 83)
 RC2658_MARKER: DS = TRIANGULATION STATION DISK
 RC2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2658
 RC2658  HISTORY     - Date     Condition        Report By
 RC2658  HISTORY     - 1947     MONUMENTED       CGS
 RC2658  HISTORY     - 1963     GOOD             CGS
 RC2658  HISTORY     - 1974     SEE DESCRIPTION  USGS
 RC2658  HISTORY     - 1979     SEE DESCRIPTION  NGS
 RC2658
 RC2658                          STATION DESCRIPTION
 RC2658
 RC2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2658'THE STATION IS IN THE TOWN OF CENTERVILLE, ABOUT 250 YARDS
 RC2658'NORTHWEST OF THE POST OFFICE AND ABOUT 75 YARDS SOUTH OF THE
 RC2658'CENTERVILLE RAILROAD STATION.
 RC2658'
 RC2658'THE MARK IS A STANDARD BRONZE STATION MARK DISK THAT IS SET IN
 RC2658'THE TOP OF A 10 X 10 INCH CONCRETE POST THAT IS FLUSH WITH THE
 RC2658'GROUND.  IT IS LOCATED 50 FEET WEST OF THE OLD K.P. HALL, 84 FEET
 RC2658'SOUTH SOUTHEAST OF THE INTERSECTION OF A NORTH-SOUTH MACADAM ROAD
 RC2658'AND THE EAST-WEST GRAVEL ROAD THAT RUNS TO THE NORTH OF THE
 RC2658'STATION, 79 FEET NORTHEAST OF THE INTERSECTION OF THE MACADAM
 RC2658'ROAD AND THE EAST-WEST GRAVEL ROAD THAT IS SOUTH OF THE
 RC2658'STATION, AND 32 FEET SOUTHEAST OF A POWER POLE.  THE MARK IS
 RC2658'STAMPED CENTERVILLE 1947.  A REPLICA OF THIS MARK WAS SET
 RC2658'3 FEET BELOW THE STATION.
 RC2658'
 RC2658'REFERENCE MARK NUMBER 1 IS A STANDARD BRONZE REFERENCE MARK DISK
 RC2658'THAT IS SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST THAT IS
 RC2658'FLUSH WITH THE GROUND AND IS LOCATED 1 FOOT WEST OF THE PORCH OF
 RC2658'THE K.P. HALL.  IT IS ABOUT 2 FEET HIGHER THAN THE STATION AND IS
 RC2658'STAMPED CENTERVILLE NO 1 1947.
 RC2658'
 RC2658'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK THAT IS
 RC2658'SET IN THE TOP OF A 10 X 10 INCH BLOCK OF CONCRETE THAT IS FLUSH
 RC2658'WITH THE GROUND.  IT IS LOCATED 1-1/2 FEET EAST OF THE EAST EDGE
 RC2658'OF THE NORTH-SOUTH BOARD WALK AND IS STAMPED CENTERVILLE NO 2
 RC2658'1947.
 RC2658'
 RC2658'THE AZIMUTH MARK IS LOCATED ON THE WESTERN EDGE OF THE TOWN OF
 RC2658'CENTERVILLE, 118 FEET WEST SOUTHWEST OF THE POINT WHERE THE
 RC2658'EAST-WEST HIGHWAY CROSSES THE RAILROAD TRACKS, 33.5 FEET NORTHWEST
 RC2658'OF THE CENTERLINE OF THE RAILROAD TRACKS, 42 FEET EAST NORTHEAST
 RC2658'OF THE WIRE GATE AT THE EAST END OF A PASTURE FIELD, 21 FEET
 RC2658'SOUTH OF THE CENTERLINE OF THE PAVED ROAD, AND 4.8 FEET WEST OF
 RC2658'A POWER POLE.  IT IS A STANDARD AZIMUTH MARK DISK THAT IS SET
 RC2658'IN THE TOP OF A 10 X 10 INCH CONCRETE POST THAT IS FLUSH WITH
 RC2658'THE GROUND AND IS STAMPED CENTERVILLE 1947.
 RC2658'
 RC2658'SUB STATION A IS A PICTURE POINT, THE INTERSECTION OF A
 RC2658'NORTH-SOUTH BOARD WALK AND AN EAST-WEST BOARD WALK, AS SEEN ON
 RC2658'PHOTOGRAPH 71 V-30.  IT IS 0.30 METER HIGHER THAN THE STATION.
 RC2658
 RC2658                          STATION RECOVERY (1963)
 RC2658
 RC2658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 RC2658'STATION WAS RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS
 RC2658'PLACED 1 FOOT NORTH OF THE STATION MARK AND A METAL WITNESS POST
 RC2658'WAS PLACED 1 FOOT WEST OF THE AZIMUTH MARK.
 RC2658
 RC2658                          STATION RECOVERY (1974)
 RC2658
 RC2658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RC2658'THE STATION MARK WAS FOUND DESTROYED BUT, SUB-SURFACE MARK WAS
 RC2658'RECOVERED.  REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT
 RC2658'FOUND.  THE MARK WAS PROBABLY DESTROYED BY CONSTRUCTION IN
 RC2658'AREA.  REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.
 RC2658
 RC2658                          STATION RECOVERY (1979)
 RC2658
 RC2658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RC2658'A STATION MARK DISK REPORTED TO BE THE UNDERGROUND DISK WAS
 RC2658'RECOVERED.  THE POINT WAS HELD AND UPON REMOVAL OF THE MARK INSPECTION
 RC2658'SHOWED IT TO BE THE TOP PORTION OF THE STATION MARK.  THE LAND OWNER
 RC2658'STATED THAT THE AREA HAD BEEN LEVELED AND THE AREA HAD BEEN LOWERED
 RC2658'TWO FEET.  THE REFERENCE MARKS WERE BOTH FOUND DESTROYED.  THE AZIMUTH
 RC2658'MARK WAS RECOVERED IN GOOD CONDITION BUT IS OBSTRUCTED BY A HOME.  A
 RC2658'NEW SURFACE DISK AND UNDERGROUND DISK WAS SET AT THIS DATE ALONG WITH
 RC2658'TWO NEW REFERENCE MARKS AND A NEW AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2661 ***********************************************************************
 RC2661  DESIGNATION -  CENTERVILLE 2
 RC2661  PID         -  RC2661
 RC2661  STATE/COUNTY-  WA/KLICKITAT
 RC2661  USGS QUAD   -  CENTERVILLE (1983)
 RC2661
 RC2661                         *CURRENT SURVEY CONTROL
 RC2661  ___________________________________________________________________
 RC2661* NAD 83(1991)-  45 45 10.33009(N)    120 54 19.81075(W)     ADJUSTED  
 RC2661* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 RC2661  ___________________________________________________________________
 RC2661  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 RC2661  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 RC2661
 RC2661  HORZ ORDER  -  THIRD
 RC2661
 RC2661.The horizontal coordinates were established by classical geodetic methods
 RC2661.and adjusted by the National Geodetic Survey in December 1991..
 RC2661.No horizontal observational check was made to the station.
 RC2661
 RC2661.The orthometric height was scaled from a topographic map.
 RC2661
 RC2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2661
 RC2661.The geoid height was determined by GEOID03.
 RC2661
 RC2661;                    North         East     Units Scale Factor Converg.
 RC2661;SPC WA S     -    46,713.110   468,448.384   MT  1.00001921   -0 17 40.4
 RC2661;SPC WA S     -   153,257.93  1,536,901.07   sFT  1.00001921   -0 17 40.4
 RC2661;UTM  10      - 5,068,723.557   662,901.361   MT  0.99992625   +1 30 02.5
 RC2661
 RC2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2661!SPC WA S     -   0.99992634  x   1.00001921  =   0.99994554
 RC2661!UTM  10      -   0.99992634  x   0.99992625  =   0.99985259
 RC2661
 RC2661|---------------------------------------------------------------------|
 RC2661| PID    Reference Object                     Distance      Geod. Az  |
 RC2661|                                                           dddmmss.s |
 RC2661| CF4636 CENTERVILLE 2 RM 3                   11.847 METERS 20502     |
 RC2661| CF4637 CENTERVILLE 2 RM 4                   14.754 METERS 33650     |
 RC2661| RC2660 CENTERVILLE 2 AZ MK                 APPROX. 0.5 KM 3565125.3 |
 RC2661|---------------------------------------------------------------------|
 RC2661
 RC2661                          SUPERSEDED SURVEY CONTROL
 RC2661
 RC2661  NAD 83(1991)-  45 45 10.33015(N)    120 54 19.81072(W) AD(       ) 3
 RC2661  NAD 83(1986)-  45 45 10.34363(N)    120 54 19.80296(W) AD(       ) 3
 RC2661  NAD 27      -  45 45 10.89935(N)    120 54 15.56514(W) AD(       ) 3
 RC2661
 RC2661.Superseded values are not recommended for survey control.
 RC2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2661.See file dsdata.txt to determine how the superseded data were derived.
 RC2661
 RC2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6290168724(NAD 83)
 RC2661_MARKER: DS = TRIANGULATION STATION DISK
 RC2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RC2661
 RC2661  HISTORY     - Date     Condition        Report By
 RC2661  HISTORY     - 1979     MONUMENTED       NGS
 RC2661
 RC2661                          STATION DESCRIPTION
 RC2661
 RC2661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RC2661'A STATION MARK DISK REPORTED TO BE THE UNDERGROUND DISK
 RC2661'FOR STATION CENTERVILLE WAS
 RC2661'RECOVERED.  THE POINT WAS HELD AND UPON REMOVAL OF THE MARK INSPECTIO
 RC2661'SHOWED IT TO BE THE TOP PORTION OF THE STATION MARK.  THE LAND OWNER
 RC2661'STATED THAT THE AREA HAD BEEN LEVELED AND THE AREA HAD BEEN LOWERED
 RC2661'TWO FEET.  THE REFERENCE MARKS WERE BOTH FOUND DESTROYED.  THE AZIMUT
 RC2661'MARK WAS RECOVERED IN GOOD CONDITION BUT IS OBSTRUCTED BY A HOME.  A
 RC2661'NEW SURFACE DISK AND UNDERGROUND DISK WAS SET AT THIS DATE ALONG WITH
 RC2661'TWO NEW REFERENCE MARKS AND A NEW AZIMUTH MARK.  A COMPLETE NEW
 RC2661'DESCRIPTION FOLLOWS
 RC2661'
 RC2661'THE STATION IS LOCATED IN THE CITY OF CENTERVILLE ON PROPERTY OWNED
 RC2661'BY MR HARLEY HAND OF CENTERVILLE.
 RC2661'
 RC2661'TO REACH THE STATION FROM THE POST OFFICE IN CENTERVILLE GO WEST FOR
 RC2661'0.1 MILE TO A CROSSROAD.  (TO REACH THE 1947 AZIMUTH MARK CONTINUE
 RC2661'AHEAD WEST FOR 0.15 MILE TO A RAILROAD CROSSING AND THE MARK ON THE
 RC2661'LEFT.)  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE STATION ON THE
 RC2661'RIGHT.
 RC2661'
 RC2661'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 RC2661'---CENTERVILLE 1947 1979---SET INTO THE TOP OF A ROUND CONCRETE
 RC2661'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 RC2661'12.2 METERS (40 FEET) SE FROM A POWER POLE, 14.3 METERS (47 FEET) E
 RC2661'FROM THE CENTER OF THE SURFACED ROAD, 21.3 METERS (70 FEET) S FROM
 RC2661'THE CENTER OF A GRAVELED ROAD, 17.1 METERS (56 FEET) N FROM THE
 RC2661'CENTER OF A GRAVELED ROAD, AND 149.4 METERS (490 FEET) SE FROM A
 RC2661'METAL WITNESS POST.
 RC2661'
 RC2661'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RC2661'STAMPED---CENTERVILLE 1947 1979---SET INTO AN IRREGULAR MASS OF
 RC2661'CONCRETE 1.07 METERS (3.5 FEET) BELOW THE SURFACE.
 RC2661'
 RC2661'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RC2661'STAMPED---CENTERVILLE 1947 NO 3 1979---SET INTO THE TOP OF A ROUND
 RC2661'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 RC2661'LOCATED 24.7 METERS (81 FEET) S FROM A METAL WITNESS POST, 19.05
 RC2661'METERS (62.5 FEET) S FROM A POWER POLE, 16.5 METERS (54 FEET) N FROM
 RC2661'A POWER POLE, 9.1 METERS (30 FEET) E FROM THE CENTERLINE OF THE
 RC2661'SURFACED ROAD, AND 0.15 METER (0.5 FOOT) HIGHER THAN THE STATION.
 RC2661'
 RC2661'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RC2661'STAMPED---CENTERVILLE 1947 NO 4 1979---SET INTO THE TOP OF A ROUND
 RC2661'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 RC2661'LOCATED 5.5 METERS (18 FEET) N FROM A POWER POLE WITH GUY WIRE, 8.5
 RC2661'METERS (28 FEET) E FROM THE CENTERLINE OF THE SURFACED ROAD, 7.0
 RC2661'METERS (23 FEET) S FROM THE CENTER OF A GRAVELED ROAD, 0.9 METER (3
 RC2661'FEET) S FROM A METAL WITNESS POST, AND 0.3 METER (1 FOOT) HIGHER THAN
 RC2661'THE STATION.
 RC2661'
 RC2661'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RC2661'NOS) DISK STAMPED---CENTERVILLE 1947---SET INTO THE TOP OF A SQUARE
 RC2661'CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE FLUSH WITH THE GROUND
 RC2661'LOCATED 36.0 METERS (118 FEET) WSW FROM THE POINT OF INTERSECTION OF
 RC2661'THE ROAD AND RAILROAD, 10.21 METERS (33.5 FEET) NW FROM THE
 RC2661'CENTERLINE OF THE TRACK, 12.8 METERS (42 FEET) ENE FROM A GATE TO A
 RC2661'PASTURE, AND 0.6 METER (2 FEET) S FROM A METAL WITNESS POST.
 RC2661'
 RC2661'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE GO WEST ON THE
 RC2661'SURFACED ROAD FOR 0.25 MILE TO A RAILROAD CROSSING AND THE MARK ON
 RC2661'THE LEFT.
 RC2661'
 RC2661'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RC2661'STAMPED---CENTERVILLE 1947 NO 2 1979---LOCATED 8.2 METERS (27 FEET)
 RC2661'W FROM THE CENTER LINE OF THE SURFACED ROAD, 0.49 METER (1.6 FEET) E
 RC2661'FROM THE METAL WITNESS POST IN FENCELINE, AND 7.19 METERS (23.6 FEET)
 RC2661'N FROM A TELEPHONE POLE.
 RC2661'
 RC2661'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE SURFACED
 RC2661'ROAD GO NORTH ON THE SURFACED ROAD FOR 0.25 MILE TO A DRIVEWAY ON THE
 RC2661'RIGHT AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2625 ***********************************************************************
 RC2625  DESIGNATION -  CENTERVILLE PAC BELL MICRO
 RC2625  PID         -  RC2625
 RC2625  STATE/COUNTY-  WA/KLICKITAT
 RC2625  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC2625
 RC2625                         *CURRENT SURVEY CONTROL
 RC2625  ___________________________________________________________________
 RC2625* NAD 83(1991)-  45 42 12.56872(N)    120 51 18.51631(W)     ADJUSTED  
 RC2625* NAVD 88     -                                                        
 RC2625  ___________________________________________________________________
 RC2625  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 RC2625  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC2625
 RC2625  HORZ ORDER  -  THIRD
 RC2625
 RC2625.The horizontal coordinates were established by classical geodetic methods
 RC2625.and adjusted by the National Geodetic Survey in December 1991..
 RC2625.No horizontal observational check was made to the station.
 RC2625
 RC2625
 RC2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2625
 RC2625.The geoid height was determined by GEOID03.
 RC2625
 RC2625;                    North         East     Units Scale Factor Converg.
 RC2625;SPC WA S     -    41,205.946   472,342.051   MT  1.00003196   -0 15 28.7
 RC2625;SPC WA S     -   135,189.84  1,549,675.55   sFT  1.00003196   -0 15 28.7
 RC2625;UTM  10      - 5,063,341.505   666,965.192   MT  0.99994274   +1 32 07.8
 RC2625
 RC2625                          SUPERSEDED SURVEY CONTROL
 RC2625
 RC2625  NAD 83(1991)-  45 42 12.56881(N)    120 51 18.51644(W) AD(       ) 4
 RC2625  NAD 83(1986)-  45 42 12.58074(N)    120 51 18.51077(W) AD(       ) 4
 RC2625  NAD 27      -  45 42 13.13354(N)    120 51 14.28084(W) AD(       ) 3
 RC2625
 RC2625.Superseded values are not recommended for survey control.
 RC2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2625.See file dsdata.txt to determine how the superseded data were derived.
 RC2625
 RC2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6696563342(NAD 83)
 RC2625_MARKER: 45 = MICROWAVE TOWER
 RC2625
 RC2625  HISTORY     - Date     Condition        Report By
 RC2625  HISTORY     - 1979     FIRST OBSERVED   NGS
 RC2625
 RC2625                          STATION DESCRIPTION
 RC2625
 RC2625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RC2625'THE STATION IS THE TOP CENTER OF THE PACIFIC NORTHWEST BELL MICROWAVE
 RC2625'TOWER THAT IS LOCATED ABOUT 4 MILES SOUTHEAST OF CENTERVILLE, 2 MILES
 RC2625'NORTH OF THE COLUMBIA RIVER AND ON THE WEST SIDE OF A NORTH SOUTH
 RC2625'GRAVELED ROAD.  THE TOWER IS A FOUR LEGGED STEEL STRUCTURE PAINTED
 RC2625'GREY IN COLOR AND IS ABOUT 50 FT IN HEIGHT.  IT SUPPORTS 4 FAN SHAPED
 RC2625'ANTENNAS LOCATED NEAR THE TOP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1385 ***********************************************************************
 TP1385  DESIGNATION -  CENTRAL
 TP1385  PID         -  TP1385
 TP1385  STATE/COUNTY-  WA/FERRY
 TP1385  USGS QUAD   -  CENTRAL PEAK (1993)
 TP1385
 TP1385                         *CURRENT SURVEY CONTROL
 TP1385  ___________________________________________________________________
 TP1385* NAD 83(1991)-  48 22 08.02340(N)    118 50 41.24547(W)     ADJUSTED  
 TP1385* NAVD 88     -      1459.     (meters)    4787.     (feet)  SCALED    
 TP1385  ___________________________________________________________________
 TP1385  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 TP1385  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 TP1385
 TP1385  HORZ ORDER  -  THIRD
 TP1385
 TP1385.The horizontal coordinates were established by classical geodetic methods
 TP1385.and adjusted by the National Geodetic Survey in December 1991..
 TP1385
 TP1385.The orthometric height was scaled from a topographic map.
 TP1385
 TP1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1385
 TP1385.The geoid height was determined by GEOID03.
 TP1385
 TP1385;                    North         East     Units Scale Factor Converg.
 TP1385;SPC WA N     -   154,101.977   647,311.207   MT  0.99995183   +1 28 49.8
 TP1385;SPC WA N     -   505,582.90  2,123,720.18   sFT  0.99995183   +1 28 49.8
 TP1385;UTM  11      - 5,358,947.014   363,373.599   MT  0.99982935   -1 22 44.7
 TP1385
 TP1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1385!SPC WA N     -   0.99977428  x   0.99995183  =   0.99972612
 TP1385!UTM  11      -   0.99977428  x   0.99982935  =   0.99960367
 TP1385
 TP1385|---------------------------------------------------------------------|
 TP1385| PID    Reference Object                     Distance      Geod. Az  |
 TP1385|                                                           dddmmss.s |
 TP1385| CS4846 CENTRAL RM 1                          4.850 METERS 21436     |
 TP1385| TP1390 STRAWBERRY                          APPROX.11.5 KM 3232000.2 |
 TP1385| CS4847 CENTRAL RM 2                          8.350 METERS 32542     |
 TP1385|---------------------------------------------------------------------|
 TP1385
 TP1385                          SUPERSEDED SURVEY CONTROL
 TP1385
 TP1385  NAD 83(1986)-  48 22 08.03293(N)    118 50 41.24184(W) AD(       ) 3
 TP1385
 TP1385.Superseded values are not recommended for survey control.
 TP1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1385.See file dsdata.txt to determine how the superseded data were derived.
 TP1385
 TP1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP6337458947(NAD 83)
 TP1385_MARKER: DS = TRIANGULATION STATION DISK
 TP1385_SETTING: 66 = SET IN ROCK OUTCROP
 TP1385_SP_SET: SET IN BEDROCK
 TP1385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1385+STABILITY: POSITION/ELEVATION WELL
 TP1385
 TP1385  HISTORY     - Date     Condition        Report By
 TP1385  HISTORY     - 1945     MONUMENTED       USGS
 TP1385
 TP1385                          STATION DESCRIPTION
 TP1385
 TP1385'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 TP1385'LOCATED ABOUT 4 MI W. AND 6 MI S. OF WEST FORK SETTLEMENT.  ON
 TP1385'HIGH BARE ROCK TOP ON CENTRAL PEAK IN BROKEN MOUNTAINS NEAR HEAD
 TP1385'OF BEAR CREEK.
 TP1385'
 TP1385'TO REACH FROM REPUBLIC POST OFFICE, DRIVE 14.65 MI S. ON STATE
 TP1385'HWY. 4 TO WEST FORK RD. JCT.  TURN RIGHT 10.3 MI ON WEST FORK AND
 TP1385'NESPELEM RDS. TO X-RDS. IN SADDLE.  TURN LEFT 1.9 MI ON CENTRAL
 TP1385'PEAK MOUNTAIN RD. TO BEND IN RD. AT DRAIN.  CLIMB HILL NE. TO
 TP1385'HIGHEST POINT AND STATION.  ABOUT A 40-MINUTE PACK.
 TP1385'
 TP1385'STATION MARK--STANDARD TABLET STAMPED---CENTRAL 1945---, CEMENTED
 TP1385'IN SOLID ROCK.
 TP1385'
 TP1385'RM 1--STANDARD RM TABLET STAMPED---NO 1 1945---.
 TP1385'
 TP1385'RM 2--STEEL DRILL WEDGED IN HOLE IN SOLID ROCK WITH CHISELED
 TP1385'CROSS ON TOP AND STAMPED---NO 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2824 ***********************************************************************
 SC2824  HT_MOD      -  This is a Height Modernization Survey Station.
 SC2824  CBN         -  This is a Cooperative Base Network Control Station.
 SC2824  DESIGNATION -  CENTRAL
 SC2824  PID         -  SC2824
 SC2824  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2824  USGS QUAD   -  CENTRAL PARK (1993)
 SC2824
 SC2824                         *CURRENT SURVEY CONTROL
 SC2824  ___________________________________________________________________
 SC2824* NAD 83(1998)-  46 58 21.78096(N)    123 42 11.49779(W)     ADJUSTED  
 SC2824* NAVD 88     -        38.31   (meters)     125.7    (feet)  GPS OBS   
 SC2824  ___________________________________________________________________
 SC2824  X           -  -2,419,277.295 (meters)                     COMP
 SC2824  Y           -  -3,627,115.250 (meters)                     COMP
 SC2824  Z           -   4,639,707.011 (meters)                     COMP
 SC2824  LAPLACE CORR-          10.66  (seconds)                    DEFLEC99
 SC2824  ELLIP HEIGHT-          15.46  (meters)          (07/03/01) GPS OBS
 SC2824  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 SC2824
 SC2824  HORZ ORDER  -  B
 SC2824  ELLP ORDER  -  FIFTH     CLASS I
 SC2824
 SC2824.The horizontal coordinates were established by GPS observations
 SC2824.and adjusted by the National Geodetic Survey in July 2001..
 SC2824.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC2824.DATUM ITEM on the data sheet items page.
 SC2824
 SC2824.The orthometric height was determined by GPS observations and a
 SC2824.high-resolution geoid model using precise GPS observation and
 SC2824.processing techniques.
 SC2824
 SC2824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2824
 SC2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2824
 SC2824.The ellipsoidal height was determined by GPS observations
 SC2824.and is referenced to NAD 83.
 SC2824
 SC2824.The geoid height was determined by GEOID03.
 SC2824
 SC2824;                    North         East     Units Scale Factor Converg.
 SC2824;SPC WA S     -   187,168.565   256,336.139   MT  0.99993746   -2 19 36.4
 SC2824;SPC WA S     -   614,068.87    840,996.15   sFT  0.99993746   -2 19 36.4
 SC2824;UTM  10      - 5,202,372.200   446,512.167   MT  0.99963516   -0 30 50.6
 SC2824
 SC2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2824!SPC WA S     -   0.99999758  x   0.99993746  =   0.99993504
 SC2824!UTM  10      -   0.99999758  x   0.99963516  =   0.99963274
 SC2824
 SC2824                          SUPERSEDED SURVEY CONTROL
 SC2824
 SC2824  ELLIP H (01/20/99)   15.49   (m)                       GP(       ) 3 2
 SC2824  NAD 83(1991)-  46 58 21.77887(N)    123 42 11.49944(W) AD(       ) B
 SC2824  ELLIP H (05/29/91)   15.62   (m)                       GP(       ) 4 1
 SC2824  NGVD 29 (05/29/91)   37.2    (m)          122.     (f) GPS OBS        
 SC2824
 SC2824.Superseded values are not recommended for survey control.
 SC2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2824.See file dsdata.txt to determine how the superseded data were derived.
 SC2824
 SC2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT4651202372(NAD 83)
 SC2824_MARKER: DH = HORIZONTAL CONTROL DISK
 SC2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2824_SP_SET: CONCRETE POST
 SC2824_STAMPING: CENTRAL 1990
 SC2824_MARK LOGO: NGS   
 SC2824_PROJECTION: FLUSH
 SC2824_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SC2824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2824+STABILITY: SURFACE MOTION
 SC2824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2824+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1991
 SC2824
 SC2824  HISTORY     - Date     Condition        Report By
 SC2824  HISTORY     - 1990     MONUMENTED       NGS
 SC2824  HISTORY     - 19910208 GOOD
 SC2824  HISTORY     - 19970718 GOOD             WADECO
 SC2824
 SC2824                          STATION DESCRIPTION
 SC2824
 SC2824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SC2824'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) SOUTH-SOUTHEAST OF
 SC2824'HUMPTULIPS, 32.2 KM (20.0 MI) EAST-NORTHEAST OF WESTPORT, 24.1 KM
 SC2824'(15.0 MI) WEST OF ELMA AND AT THE FIRE HALL IN CENTRAL PARK.
 SC2824'TO REACH FROM THE INTERSECTION OF US HIGHWAY 12 AND HILL ROAD IN
 SC2824'CENTRAL PARK, GO WEST ON US HIGHWAY 12 FOR 0.97 KM (0.60 MI) TO THE
 SC2824'INTERSECTION OF PIONEER ROAD AND THE STATION ON THE LEFT.
 SC2824'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 SC2824'5 CM (2 INCHES) ABOVE THE GROUND SURFACE.  IT IS 32.0 M (105.0 FT)
 SC2824'WEST OF THE NORTHWEST CORNER OF THE FIRE HALL, 31.0 M (101.7 FT) EAST
 SC2824'OF THE CENTER OF PIONEER ROAD, 8.0 M (26.2 FT) SOUTH OF THE SOUTH FOG
 SC2824'LINE OF US HIGHWAY 12, 1.3 M (4.3 FT) SOUTH OF THE CURB OF THE
 SC2824'PARKING LOT, 0.6 M (2.0 FT) NORTH OF THE CURB OF THE BUS LANE AND 0.6
 SC2824'M (2.0 FT) EAST OF A WITNESS POST.
 SC2824
 SC2824                          STATION RECOVERY (1991)
 SC2824
 SC2824'RECOVERED 1991
 SC2824'RECOVERED IN GOOD CONDITION.
 SC2824
 SC2824                          STATION RECOVERY (1997)
 SC2824
 SC2824'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 SC2824'RECOVERED AS DESCRIBED.  FROM MONTESANO GO WEST 5.1 MILES (8.2 KM) ON
 SC2824'US 12 FROM THE INTERSECTION OF U.S.  12 AND RT 109 (BRIDGE) IN
 SC2824'MONTESANO.  STATION IS ON SOUTH SIDE OF ROAD AT FIRE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2735 ***********************************************************************
 SY2735  DESIGNATION -  CENTRAL SCHOOL FLAGPOLE
 SY2735  PID         -  SY2735
 SY2735  STATE/COUNTY-  WA/PIERCE
 SY2735  USGS QUAD   -  TACOMA NORTH (1994)
 SY2735
 SY2735                         *CURRENT SURVEY CONTROL
 SY2735  ___________________________________________________________________
 SY2735* NAD 83(1991)-  47 15 21.68373(N)    122 26 44.57730(W)     ADJUSTED  
 SY2735* NAVD 88     -                                                        
 SY2735  ___________________________________________________________________
 SY2735  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 SY2735  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY2735
 SY2735  HORZ ORDER  -  THIRD
 SY2735
 SY2735.The horizontal coordinates were established by classical geodetic methods
 SY2735.and adjusted by the National Geodetic Survey in December 1991..
 SY2735
 SY2735
 SY2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2735
 SY2735.The geoid height was determined by GEOID03.
 SY2735
 SY2735;                    North         East     Units Scale Factor Converg.
 SY2735;SPC WA S     -   215,531.352   352,742.420   MT  0.99998323   -1 24 48.1
 SY2735;SPC WA S     -   707,122.44  1,157,289.09   sFT  0.99998323   -1 24 48.1
 SY2735;SPC WA N     -    29,744.097   377,957.943   MT  1.00005443   -1 12 01.6
 SY2735;SPC WA N     -    97,585.42  1,240,017.02   sFT  1.00005443   -1 12 01.6
 SY2735;UTM  10      - 5,233,764.663   541,937.997   MT  0.99962161   +0 24 25.4
 SY2735
 SY2735                          SUPERSEDED SURVEY CONTROL
 SY2735
 SY2735  NAD 83(1986)-  47 15 21.67803(N)    122 26 44.59126(W) AD(       ) 4
 SY2735  NAD 27      -  47 15 22.32000(N)    122 26 40.13800(W) AD(       ) 3
 SY2735
 SY2735.Superseded values are not recommended for survey control.
 SY2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2735.See file dsdata.txt to determine how the superseded data were derived.
 SY2735
 SY2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4193833765(NAD 83)
 SY2735_MARKER: 62 = FLAGPOLE
 SY2735
 SY2735  HISTORY     - Date     Condition        Report By
 SY2735  HISTORY     - 1927     FIRST OBSERVED   CGS
 SY2735  HISTORY     - 1963     GOOD             CGS
 SY2735  HISTORY     - 1988     GOOD             USPSQD
 SY2735  HISTORY     - 20041120 GOOD             USPSQD
 SY2735
 SY2735                          STATION DESCRIPTION
 SY2735
 SY2735'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 SY2735'FLAGPOLE CENTER OF HIGH TURRETED TOWER.
 SY2735
 SY2735                          STATION RECOVERY (1963)
 SY2735
 SY2735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2735'RECOVERED.  THE SCHOOL IS ON THE NORTH SIDE OF SO. 8TH ST., BETWEEN
 SY2735'TACOMA AND SO. G STREETS.  THE FLAGPOLE IS ATOP THE EIGHT-STORY
 SY2735'HIGH, RED BRICK TOWER, AT THE SOUTH END OF THE CENTRAL SCHOOL
 SY2735'BUILDING.
 SY2735
 SY2735                          STATION RECOVERY (1988)
 SY2735
 SY2735'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2735'RECOVERED IN GOOD CONDITION.
 SY2735
 SY2735                          STATION RECOVERY (2004)
 SY2735
 SY2735'RECOVERY NOTE BY US POWER SQUADRON 2004 (BKK)
 SY2735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1238 ***********************************************************************
 TR1238  DESIGNATION -  CENTRE 1907
 TR1238  PID         -  TR1238
 TR1238  STATE/COUNTY-  WA/SKAGIT
 TR1238  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1238
 TR1238                         *CURRENT SURVEY CONTROL
 TR1238  ___________________________________________________________________
 TR1238* NAD 83(1991)-  48 23 43.90721(N)    122 34 14.27307(W)     ADJUSTED  
 TR1238* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 TR1238  ___________________________________________________________________
 TR1238  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 TR1238  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 TR1238
 TR1238  HORZ ORDER  -  THIRD
 TR1238
 TR1238.The horizontal coordinates were established by classical geodetic methods
 TR1238.and adjusted by the National Geodetic Survey in December 1991..
 TR1238
 TR1238.The orthometric height was scaled from a topographic map.
 TR1238
 TR1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1238
 TR1238.The geoid height was determined by GEOID03.
 TR1238
 TR1238;                    North         East     Units Scale Factor Converg.
 TR1238;SPC WA N     -   156,612.209   371,364.466   MT  0.99995398   -1 17 36.4
 TR1238;SPC WA N     -   513,818.56  1,218,384.92   sFT  0.99995398   -1 17 36.4
 TR1238;UTM  10      - 5,360,352.287   531,783.340   MT  0.99961241   +0 19 15.8
 TR1238
 TR1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1238!SPC WA N     -   0.99999969  x   0.99995398  =   0.99995367
 TR1238!UTM  10      -   0.99999969  x   0.99961241  =   0.99961210
 TR1238
 TR1238:                Primary Azimuth Mark                     Grid Az
 TR1238:SPC WA N     -  ISLE 1907                                134 51 56.8
 TR1238:UTM  10      -  ISLE 1907                                133 15 04.6
 TR1238
 TR1238|---------------------------------------------------------------------|
 TR1238| PID    Reference Object                     Distance      Geod. Az  |
 TR1238|                                                           dddmmss.s |
 TR1238| TR1277 ISLE 1907                           APPROX. 3.9 KM 1333420.4 |
 TR1238|---------------------------------------------------------------------|
 TR1238
 TR1238                          SUPERSEDED SURVEY CONTROL
 TR1238
 TR1238  NAD 83(1986)-  48 23 43.91032(N)    122 34 14.27791(W) AD(       ) 3
 TR1238  NAD 27      -  48 23 44.55300(N)    122 34 09.65700(W) AD(       ) 3
 TR1238
 TR1238.Superseded values are not recommended for survey control.
 TR1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1238.See file dsdata.txt to determine how the superseded data were derived.
 TR1238
 TR1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3178360352(NAD 83)
 TR1238
 TR1238  HISTORY     - Date     Condition        Report By
 TR1238  HISTORY     - 1907     MONUMENTED       CGS
 TR1238  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1238  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1238  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TR1238
 TR1238                          STATION DESCRIPTION
 TR1238
 TR1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (RBD)
 TR1238'STATION IS SITUATED ON PROJECTING POINT A LITTLE TO THE WESTWARD
 TR1238'OF MIDDLE OF S SIDE OF HOPE ISLAND.  THIS IS THE MORE WESTERLY OF
 TR1238'TWO POINTS CLOSE TOGETHER.
 TR1238'
 TR1238'STATION IS MARKED BY A STUB DRIVEN TWO FEET INTO THE GROUND,
 TR1238'INTO THE CENTER OF THE TOP IS DRIVEN A NAIL.  A CROSS CUT ON THE
 TR1238'FACE OF LEDGE OF ROCK IS DISTANT 32.4 FEET FROM SIGNAL.  BLAZE ON
 TR1238'TREE IS DISTANT 58.4 FEET FROM SIGNAL.
 TR1238
 TR1238                          STATION RECOVERY (1939)
 TR1238
 TR1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1238'STATION RECOVERED AS DESCRIBED, EXCEPT DISTANCE TO CROSS CUT IN
 TR1238'FACE OF ROCK.
 TR1238'
 TR1238'STATION IS ON THE S SIDE OF HOPE ISLAND, ON THE WESTERLY OF TWO
 TR1238'POINTS SLIGHTLY TO THE WESTWARD OF THE MIDDLE OF THE ISLAND, ABOUT
 TR1238'8 METERS BACK FROM THE ROCK BLUFF, ABOUT 60 FEET ABOVE HIGH WATER,
 TR1238'A STANDARD DISK STAMPED CENTRE 1907 SET IN A COLUMN OF CONCRETE
 TR1238'IN THE EXACT POSITION OF THE ORIGINAL STUB OF WOOD.  A CROSS CUT
 TR1238'ON THE FACE OF A LEDGE OF ROCK IS DISTANT (SLOPE) 33.45 FEET.
 TR1238'
 TR1238'ONE REFERENCE MARK, A STANDARD BRONZE DISK SET IN OUTCROPPING
 TR1238'BEDROCK AS DESCRIBED IN NOTE 12A, WAS ESTABLISHED, DISTANT
 TR1238'(HORIZONTAL) 10.79 METERS AT A TRUE BEARING (BY AZIMUTH COMPASS) OF
 TR1238'1 DEG.
 TR1238
 TR1238                          STATION RECOVERY (1960)
 TR1238
 TR1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1238'STATION NOT RECOVERED.  THE AREA WAS THOROUGHLY SEARCHED BUT NO
 TR1238'TRACE OF STATION OR REFERENCE MARK WAS FOUND.
 TR1238
 TR1238                          STATION RECOVERY (1973)
 TR1238
 TR1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TR1238'THE REFERENCE MARK WAS FOUND IN GOOD CONDITION.  THE ANGLE AND
 TR1238'DISTANCE FROM THE RM PLACED THE STATION MARK ON THE EDGE OF A
 TR1238'CLIFF.  THIS POSITION DOES NOT FIT THE DESCRIPTION.  8 METERS BACK
 TR1238'FROM THE ROCK BLUFF AND 60 FEET ABOVE HIGH WATER.  THE
 TR1238'MEASUREMENTS PLACE IT AT THE EDGE OF THE BLUFF AND ONLY ABOUT 25
 TR1238'FEET ABOVE HIGH WATER.  A THOROUGH SEARCH WAS MADE AROUND THE
 TR1238'AREA BUT NO EVIDENCE OF THE STATION MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0362 ***********************************************************************
 SY0362  DESIGNATION -  CENTURY 21
 SY0362  PID         -  SY0362
 SY0362  STATE/COUNTY-  WA/KING
 SY0362  USGS QUAD   -  POVERTY BAY (1994)
 SY0362
 SY0362                         *CURRENT SURVEY CONTROL
 SY0362  ___________________________________________________________________
 SY0362* NAD 83(1986)-  47 37 13.     (N)    122 20 56.     (W)     SCALED    
 SY0362* NAVD 88     -        41.68   (+/-2cm)     136.7    (feet)  VERTCON   
 SY0362  ___________________________________________________________________
 SY0362  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY0362
 SY0362  VERT ORDER  -  THIRD (See Below)
 SY0362
 SY0362.The horizontal coordinates were scaled from a topographic map and have
 SY0362.an estimated accuracy of +/- 6 seconds.
 SY0362
 SY0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0362.The vertical order pertains to the NGVD 29 superseded value.
 SY0362
 SY0362.The geoid height was determined by GEOID03.
 SY0362
 SY0362;                    North         East    Units  Estimated Accuracy
 SY0362;SPC WA N     -    70,090.      386,080.      MT  (+/- 180 meters Scaled)
 SY0362
 SY0362                          SUPERSEDED SURVEY CONTROL
 SY0362
 SY0362  NGVD 29 (??/??/??)   40.59   (m)          133.2    (f) RESET       3  
 SY0362
 SY0362.Superseded values are not recommended for survey control.
 SY0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0362.See file dsdata.txt to determine how the superseded data were derived.
 SY0362
 SY0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET489743(NAD 83)
 SY0362_MARKER: DD = SURVEY DISK
 SY0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0362_SP_SET: STEP
 SY0362_STAMPING: CENTURY 21 1962
 SY0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0362
 SY0362  HISTORY     - Date     Condition        Report By
 SY0362  HISTORY     - 1962     MONUMENTED       RBNF
 SY0362  HISTORY     - 1962     GOOD             CGS
 SY0362  HISTORY     - 1978     MARK NOT FOUND   USGS
 SY0362  HISTORY     - 20020822 MARK NOT FOUND   USPSQD
 SY0362
 SY0362                          STATION DESCRIPTION
 SY0362
 SY0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SY0362'IN SEATTLE.
 SY0362'LOCATED ABOUT 1 BLOCK WEST OF THE INTERSECTION OF 5TH AVE. AND BROAD
 SY0362'ST. AT THE SITE OF THE SEATTLE WORLDS FAIR, IN THE TOP STEP OF THE
 SY0362'FLIGHT OF CONCRETE STAIRS LEADING UP TO THE BASE OF THE SPACE NEEDLE.
 SY0362
 SY0362                          STATION RECOVERY (1978)
 SY0362
 SY0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SY0362'MARK NOT FOUND.
 SY0362
 SY0362                          STATION RECOVERY (2002)
 SY0362
 SY0362'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY0362'AREA HAS BEEN COMPLETELY RENOVATED AND STEPS NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1546 ***********************************************************************
 SA1546  DESIGNATION -  CH SQ
 SA1546  PID         -  SA1546
 SA1546  STATE/COUNTY-  WA/GRANT
 SA1546  USGS QUAD   -  FRENCHMAN HILLS LAKE (1986)
 SA1546
 SA1546                         *CURRENT SURVEY CONTROL
 SA1546  ___________________________________________________________________
 SA1546* NAD 83(1986)-  46 55 41.     (N)    119 35 05.     (W)     SCALED    
 SA1546* NAVD 88     -       359.930  (meters)    1180.87   (feet)  ADJUSTED  
 SA1546  ___________________________________________________________________
 SA1546  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SA1546  DYNAMIC HT  -         359.954 (meters)    1180.95  (feet)  COMP
 SA1546  MODELED GRAV-     980,670.1   (mgal)                       NAVD 88
 SA1546
 SA1546  VERT ORDER  -  SECOND    CLASS 0
 SA1546
 SA1546.The horizontal coordinates were scaled from a topographic map and have
 SA1546.an estimated accuracy of +/- 6 seconds.
 SA1546
 SA1546.The orthometric height was determined by differential leveling
 SA1546.and adjusted by the National Geodetic Survey in June 1991..
 SA1546
 SA1546.The geoid height was determined by GEOID03.
 SA1546
 SA1546.The dynamic height is computed by dividing the NAVD 88
 SA1546.geopotential number by the normal gravity value computed on the
 SA1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1546.degrees latitude (g = 980.6199 gals.).
 SA1546
 SA1546.The modeled gravity was interpolated from observed gravity values.
 SA1546
 SA1546;                    North         East    Units  Estimated Accuracy
 SA1546;SPC WA S     -   177,660.      569,700.      MT  (+/- 180 meters Scaled)
 SA1546
 SA1546                          SUPERSEDED SURVEY CONTROL
 SA1546
 SA1546  NGVD 29 (??/??/92)  358.840  (m)         1177.29   (f) ADJ UNCH    2 0
 SA1546
 SA1546.Superseded values are not recommended for survey control.
 SA1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1546.See file dsdata.txt to determine how the superseded data were derived.
 SA1546
 SA1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN032004(NAD 83)
 SA1546_MARKER: Q = CHISELED SQUARE
 SA1546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1546_SP_SET: CULVERT
 SA1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1546
 SA1546  HISTORY     - Date     Condition        Report By
 SA1546  HISTORY     - UNK      MONUMENTED       BOR
 SA1546  HISTORY     - 1959     GOOD             NGS
 SA1546  HISTORY     - 1967     GOOD             NGS
 SA1546
 SA1546                          STATION DESCRIPTION
 SA1546
 SA1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SA1546'6.45 MI W FROM ROYAL CAMP.
 SA1546'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE U.S. BUREAU OF
 SA1546'RECLAMATION OFFICE AT ROYAL CAMP, THENCE 3.6 MILES WEST ALONG 12 ROAD
 SA1546'SW, THENCE 1.0 MILE NORTH ALONG C ROAD SW, THENCE 1.35 MILES WEST
 SA1546'ALONG 11 ROAD SW, 0.25 MILE WEST OF THE T JUNCTION OF ROAD 4D-SW
 SA1546'LEADING SOUTH, AT THE CROSSING OF A NORTHEAST-SOUTHWEST IRRIGATION
 SA1546'DITCH, AT A CONCRETE SIPHON UNDER THE ROAD, IN THE TOP OF THE WEST END
 SA1546'OF THE SOUTHWEST CONCRETE HEADWALL, 38 1/2 FEET SOUTH OF THE CENTER
 SA1546'LINE OF THE ROAD, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 SA1546
 SA1546                          STATION RECOVERY (1967)
 SA1546
 SA1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1251 ***********************************************************************
 SX1251  DESIGNATION -  CHAIR
 SX1251  PID         -  SX1251
 SX1251  STATE/COUNTY-  WA/KING
 SX1251  USGS QUAD   -  SNOQUALMIE PASS (1989)
 SX1251
 SX1251                         *CURRENT SURVEY CONTROL
 SX1251  ___________________________________________________________________
 SX1251* NAD 83(1991)-  47 27 34.57294(N)    121 28 00.75345(W)     ADJUSTED  
 SX1251* NAVD 88     -                                                        
 SX1251  ___________________________________________________________________
 SX1251  LAPLACE CORR-          10.84  (seconds)                    DEFLEC99
 SX1251  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 SX1251
 SX1251  HORZ ORDER  -  THIRD
 SX1251
 SX1251.The horizontal coordinates were established by classical geodetic methods
 SX1251.and adjusted by the National Geodetic Survey in December 1991..
 SX1251
 SX1251
 SX1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1251
 SX1251.The geoid height was determined by GEOID03.
 SX1251
 SX1251;                    North         East     Units Scale Factor Converg.
 SX1251;SPC WA N     -    51,296.479   452,230.204   MT  1.00000778   -0 28 18.1
 SX1251;SPC WA N     -   168,295.20  1,483,691.93   sFT  1.00000778   -0 28 18.1
 SX1251;SPC WA S     -   236,795.597   427,095.795   MT  1.00003135   -0 42 08.4
 SX1251;SPC WA S     -   776,886.89  1,401,230.12   sFT  1.00003135   -0 42 08.4
 SX1251;UTM  10      - 5,257,379.457   615,552.206   MT  0.99976409   +1 07 47.0
 SX1251
 SX1251                          SUPERSEDED SURVEY CONTROL
 SX1251
 SX1251  NAD 83(1986)-  47 27 34.56509(N)    121 28 00.75288(W) AD(       ) 4
 SX1251  NAD 27      -  47 27 35.15500(N)    121 27 56.41800(W) AD(       ) 3
 SX1251
 SX1251.Superseded values are not recommended for survey control.
 SX1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1251.See file dsdata.txt to determine how the superseded data were derived.
 SX1251
 SX1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT1555257379(NAD 83)
 SX1251
 SX1251  HISTORY     - Date     Condition        Report By
 SX1251  HISTORY     - 1936     MONUMENTED       WAGS
 SX1251
 SX1251                          STATION DESCRIPTION
 SX1251
 SX1251'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1251'STATION IS IN THE EXTREME W CENTRAL PORTION OF KING COUNTY, ABOUT
 SX1251'3-1/2 MILES NW OF SNOQUALMIE PASS, AND ABOUT 1 MILE S OF SNOW
 SX1251'LAKE, THE HIGHEST ROCKY NUB OF THE CENTER AND HIGHEST PORTION OF
 SX1251'A TRIPLE-PEAKED MOUNTAIN.
 SX1251'
 SX1251'ELEVATION ABOUT 6,100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3026 ***********************************************************************
 SY3026  DESIGNATION -  CHAM
 SY3026  PID         -  SY3026
 SY3026  STATE/COUNTY-  WA/PIERCE
 SY3026  USGS QUAD   -  STEILACOOM (1994)
 SY3026
 SY3026                         *CURRENT SURVEY CONTROL
 SY3026  ___________________________________________________________________
 SY3026* NAD 83(1991)-  47 11 44.68868(N)    122 34 55.80476(W)     ADJUSTED  
 SY3026* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY3026  ___________________________________________________________________
 SY3026  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 SY3026  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 SY3026
 SY3026  HORZ ORDER  -  SECOND
 SY3026
 SY3026.The horizontal coordinates were established by classical geodetic methods
 SY3026.and adjusted by the National Geodetic Survey in December 1991..
 SY3026
 SY3026.The orthometric height was scaled from a topographic map.
 SY3026
 SY3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3026
 SY3026.The geoid height was determined by GEOID03.
 SY3026
 SY3026;                    North         East     Units Scale Factor Converg.
 SY3026;SPC WA S     -   209,096.273   342,240.767   MT  0.99997143   -1 30 44.9
 SY3026;SPC WA S     -   686,010.02  1,122,834.92   sFT  0.99997143   -1 30 44.9
 SY3026;UTM  10      - 5,227,001.791   531,649.695   MT  0.99961231   +0 18 23.6
 SY3026
 SY3026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3026!SPC WA S     -   1.00000259  x   0.99997143  =   0.99997402
 SY3026!UTM  10      -   1.00000259  x   0.99961231  =   0.99961490
 SY3026
 SY3026|---------------------------------------------------------------------|
 SY3026| PID    Reference Object                     Distance      Geod. Az  |
 SY3026|                                                           dddmmss.s |
 SY3026| CE3443 CHAM RM                              22.350 METERS 01637     |
 SY3026| SY3102 HYDE                                APPROX. 4.9 KM 2733840.7 |
 SY3026| SY3020 GIBSON POINT LIGHT OLD              APPROX. 3.0 KM 3294643.8 |
 SY3026|---------------------------------------------------------------------|
 SY3026
 SY3026                          SUPERSEDED SURVEY CONTROL
 SY3026
 SY3026  NAD 83(1986)-  47 11 44.68360(N)    122 34 55.81450(W) AD(       ) 2
 SY3026  NAD 27      -  47 11 45.31800(N)    122 34 51.36700(W) AD(       ) 2
 SY3026
 SY3026.Superseded values are not recommended for survey control.
 SY3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3026.See file dsdata.txt to determine how the superseded data were derived.
 SY3026
 SY3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3165027002(NAD 83)
 SY3026_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3026
 SY3026  HISTORY     - Date     Condition        Report By
 SY3026  HISTORY     - 1935     MONUMENTED       CGS
 SY3026  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY3026  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY3026
 SY3026                          STATION DESCRIPTION
 SY3026
 SY3026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3026'STATION IS LOCATED ON THE E SIDE OF THE NARROWS ABOUT 5/8 MILE N OF
 SY3026'CHAMBERS CREEK, OPPOSITE MC NEIL ISLAND.  STATION IS FLUSH WITH
 SY3026'THE GROUND AT RAILROAD TRACK LEVEL, AND IS ABOUT 8 METERS FROM HIGH
 SY3026'BLUFF.  STATION IS ABOUT MIDWAY BETWEEN TWO GRAVEL PITS.
 SY3026'
 SY3026'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3026'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3026'
 SY3026'STATION MARK IS 4-1/2 METERS INSHORE FROM INNER RAIL AND ABOUT 25
 SY3026'METERS FROM DERAILING SWITCH SIGN.
 SY3026'
 SY3026'REFERENCE MARK IS NEAR DERAILING SWITCH SIGNAL.
 SY3026
 SY3026                          STATION RECOVERY (1963)
 SY3026
 SY3026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3026'THE STATION MARK WAS FOUND LAYING OUT ON TOP OF THE GROUND.  A
 SY3026'BULLDOZER HAD BEEN THROUGH THE WHOLE AREA AND PROBABLY PUSHED THE
 SY3026'MARK OUT.  THE DERAILING SWITCH SIGN IS GONE LEAVING NOTHING TO
 SY3026'DETERMINE A NORTH-SOUTH DISTANCE FROM.  THE REFERENCE MARK WAS NOT
 SY3026'FOUND, BUT HERE AGAIN, IT COULD NOT BE DETERMINED JUST WHERE IT
 SY3026'SHOULD BE, SINCE THE STATION MARK COULD BE QUITE A DISTANCE FROM ITS
 SY3026'ORIGINAL POSITION.
 SY3026'
 SY3026'THE DISK WAS REMOVED FROM THE CONCRETE POST.
 SY3026
 SY3026                          STATION RECOVERY (1964)
 SY3026
 SY3026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CMB)
 SY3026'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 SY3026'
 SY3026'A VERY CAREFUL SEARCH WAS MADE FOR THE STATION AND REFERENCE MARKS IN
 SY3026'1963 AND AGAIN IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1794 ***********************************************************************
 TR1794  DESIGNATION -  CHANNEL 1897
 TR1794  PID         -  TR1794
 TR1794  STATE/COUNTY-  WA/SAN JUAN
 TR1794  USGS QUAD   -  RICHARDSON (1977)
 TR1794
 TR1794                         *CURRENT SURVEY CONTROL
 TR1794  ___________________________________________________________________
 TR1794* NAD 83(1991)-  48 26 49.63155(N)    122 54 40.62094(W)     ADJUSTED  
 TR1794* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 TR1794  ___________________________________________________________________
 TR1794  LAPLACE CORR-          -8.05  (seconds)                    DEFLEC99
 TR1794  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TR1794
 TR1794  HORZ ORDER  -  THIRD
 TR1794
 TR1794.The horizontal coordinates were established by classical geodetic methods
 TR1794.and adjusted by the National Geodetic Survey in December 1991..
 TR1794
 TR1794.The orthometric height was scaled from a topographic map.
 TR1794
 TR1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1794
 TR1794.The geoid height was determined by GEOID03.
 TR1794
 TR1794;                    North         East     Units Scale Factor Converg.
 TR1794;SPC WA N     -   162,971.834   346,301.907   MT  0.99995875   -1 32 49.5
 TR1794;SPC WA N     -   534,683.43  1,136,158.84   sFT  0.99995875   -1 32 49.5
 TR1794;UTM  10      - 5,366,001.485   506,560.458   MT  0.99960053   +0 03 59.0
 TR1794
 TR1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1794!SPC WA N     -   1.00000069  x   0.99995875  =   0.99995944
 TR1794!UTM  10      -   1.00000069  x   0.99960053  =   0.99960122
 TR1794
 TR1794:                Primary Azimuth Mark                     Grid Az
 TR1794:SPC WA N     -  NOISY RESET                              127 43 57.3
 TR1794:UTM  10      -  NOISY RESET                              126 07 08.8
 TR1794
 TR1794|---------------------------------------------------------------------|
 TR1794| PID    Reference Object                     Distance      Geod. Az  |
 TR1794|                                                           dddmmss.s |
 TR1794| TR1783 NOISY RESET                         APPROX. 2.0 KM 1261107.8 |
 TR1794|---------------------------------------------------------------------|
 TR1794
 TR1794                          SUPERSEDED SURVEY CONTROL
 TR1794
 TR1794  NAD 83(1986)-  48 26 49.63205(N)    122 54 40.62500(W) AD(       ) 3
 TR1794  NAD 27      -  48 26 50.27900(N)    122 54 35.98400(W) AD(       ) 3
 TR1794
 TR1794.Superseded values are not recommended for survey control.
 TR1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1794.See file dsdata.txt to determine how the superseded data were derived.
 TR1794
 TR1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0656066001(NAD 83)
 TR1794
 TR1794  HISTORY     - Date     Condition        Report By
 TR1794  HISTORY     - 1897     MONUMENTED       CGS
 TR1794  HISTORY     - 1903     SEE DESCRIPTION  CGS
 TR1794  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR1794
 TR1794                          STATION DESCRIPTION
 TR1794
 TR1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (JJG)
 TR1794'STATION IS ON THE BLUFF SHORE OF LOPEZ ISLAND ABOUT ABREAST OF W
 TR1794'END OF CHARLES ISLAND.  JUST IN FRONT OF SIGNAL, ACROSS A NARROW
 TR1794'CHANNEL WHICH IS USED BY STEAMERS, IS A LONG REEF, TWO SMALL POINTS
 TR1794'OF WHICH SHOW ABOVE TIDES.
 TR1794'
 TR1794'STATION IS ON A ROCKY KNOB, 40 METERS BACK FROM SHORE LINE, AND
 TR1794'ABOUT 40 FEET ABOVE TIDES.
 TR1794'
 TR1794'15 PACES E IS A FENCE RUNNING BACK FROM THE SHORE LINE.
 TR1794'
 TR1794'THE KNOB IS BROAD AND FLAT ON TOP, AND THE STATION IS MARKED
 TR1794'BY A 5/8-INCH HOLE, 2 INCHES DEEP, AT HIGHEST POINT OF KNOB.
 TR1794'
 TR1794'IT IS 27 PACES BACK TO NEAREST FIR TREE, 14 INCHES IN
 TR1794'DIAMETER.  THIS TREE IS MARKED BY BLAZE AND WIRE NAIL, AND FROM IT
 TR1794'STATION IS IN LINE TO W PART OF CHARLES ISLAND.
 TR1794
 TR1794                          STATION RECOVERY (1903)
 TR1794
 TR1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1903 (EFD)
 TR1794'RECOVERED AS DESCRIBED.  ERECTED SIGNAL FOR HYDROGRAPHY.
 TR1794
 TR1794                          STATION RECOVERY (1940)
 TR1794
 TR1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR1794'AT THE SOUTHWESTERN PART OF LOPEZ ISLAND, ON THE BLUFF ABOUT 40
 TR1794'FEET ABOVE MEAN-HIGH WATER.  STATION IS A STANDARD DISK (REPLACING
 TR1794'OLD 5/8-INCH HOLE) STAMPED CHANNEL, 1897-1940 CEMENTED IN AN
 TR1794'ENLARGED DRILL HOLE IN THE FLAT BEDROCK SURFACE.  STATION IS 106
 TR1794'FEET BACK FROM HIGH-WATER LINE AND 101 FEET BACK FROM BLUFF TOP.
 TR1794'IT IS IN RANGE WITH THE ROCK AWASH AT THE NW END OF CHARLES ISLAND
 TR1794'AND THE S TANGENT OF THE HIGH-WATER ROCKS AT THE S END OF LONG
 TR1794'ISLAND.
 TR1794'
 TR1794'TWO STANDARD DISK REFERENCE MARKS WERE ESTABLISHED ON THE
 TR1794'BEDROCK.  NO.1 IS 7.133 METERS FROM STATION AND NO.2 IS 9.875 METERS
 TR1794'FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3927 ***********************************************************************
 SY3927  DESIGNATION -  CHANNEL LIGHT
 SY3927  PID         -  SY3927
 SY3927  STATE/COUNTY-  WA/KING
 SY3927  USGS QUAD   -  
 SY3927
 SY3927                         *CURRENT SURVEY CONTROL
 SY3927  ___________________________________________________________________
 SY3927* NAD 83(1991)-  47 38 49.18307(N)    122 17 25.26192(W)     ADJUSTED  
 SY3927* NAVD 88     -                                                        
 SY3927  ___________________________________________________________________
 SY3927  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 SY3927  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SY3927
 SY3927  HORZ ORDER  -  THIRD
 SY3927
 SY3927.The horizontal coordinates were established by classical geodetic methods
 SY3927.and adjusted by the National Geodetic Survey in December 1991..
 SY3927
 SY3927
 SY3927.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3927
 SY3927.The geoid height was determined by GEOID03.
 SY3927
 SY3927;                    North         East     Units Scale Factor Converg.
 SY3927;SPC WA N     -    72,970.412   390,539.088   MT  0.99997582   -1 05 05.2
 SY3927;SPC WA N     -   239,403.76  1,281,293.66   sFT  0.99997582   -1 05 05.2
 SY3927;UTM  10      - 5,277,310.352   553,296.654   MT  0.99963491   +0 31 28.0
 SY3927
 SY3927                          SUPERSEDED SURVEY CONTROL
 SY3927
 SY3927  NAD 83(1986)-  47 38 49.17657(N)    122 17 25.26650(W) AD(       ) 4
 SY3927  NAD 27      -  47 38 49.82400(N)    122 17 20.82100(W) AD(       ) 3
 SY3927
 SY3927.Superseded values are not recommended for survey control.
 SY3927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3927.See file dsdata.txt to determine how the superseded data were derived.
 SY3927
 SY3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5329777310(NAD 83)
 SY3927
 SY3927  HISTORY     - Date     Condition        Report By
 SY3927  HISTORY     - 1919     MONUMENTED       CGS
 SY3927
 SY3927                          STATION DESCRIPTION
 SY3927
 SY3927'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3927'STATION IS ON HIGHEST POINT OF LANTERN OF LIGHT LOCATED IN UNION
 SY3927'BAY, N POINT OF WHAT WAS FORMERLY KNOWN AS FOSTER ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1006 ***********************************************************************
 SB1006  DESIGNATION -  CHAPARRAL
 SB1006  PID         -  SB1006
 SB1006  STATE/COUNTY-  WA/YAKIMA
 SB1006  USGS QUAD   -  WINDY POINT (1970)
 SB1006
 SB1006                         *CURRENT SURVEY CONTROL
 SB1006  ___________________________________________________________________
 SB1006* NAD 83(1991)-  46 17 50.38705(N)    121 18 20.92903(W)     ADJUSTED  
 SB1006* NAVD 88     -      1382.9    (meters)    4537.     (feet)  VERTCON   
 SB1006  ___________________________________________________________________
 SB1006  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 SB1006  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SB1006
 SB1006  HORZ ORDER  -  SECOND
 SB1006
 SB1006.The horizontal coordinates were established by classical geodetic methods
 SB1006.and adjusted by the National Geodetic Survey in December 1991..
 SB1006
 SB1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1006
 SB1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1006
 SB1006.The geoid height was determined by GEOID03.
 SB1006
 SB1006;                    North         East     Units Scale Factor Converg.
 SB1006;SPC WA S     -   107,464.789   437,919.815   MT  0.99992715   -0 35 07.2
 SB1006;SPC WA S     -   352,574.06  1,436,741.93   sFT  0.99992715   -0 35 07.2
 SB1006;UTM  10      - 5,128,478.529   630,479.491   MT  0.99980928   +1 13 29.9
 SB1006
 SB1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1006!SPC WA S     -   0.99978632  x   0.99992715  =   0.99971349
 SB1006!UTM  10      -   0.99978632  x   0.99980928  =   0.99959564
 SB1006
 SB1006|---------------------------------------------------------------------|
 SB1006| PID    Reference Object                     Distance      Geod. Az  |
 SB1006|                                                           dddmmss.s |
 SB1006| CF4206 CHAPARRAL RM 1                       10.841 METERS 09236     |
 SB1006| SB0983 CASTILE                             APPROX. 6.7 KM 1164808.5 |
 SB1006| SB1007 CHAPARRAL 1946 AZ MK                APPROX. 2.5 KM 2073328.0 |
 SB1006| CF4207 CHAPARRAL RM 2                        9.529 METERS 29334     |
 SB1006|---------------------------------------------------------------------|
 SB1006
 SB1006                          SUPERSEDED SURVEY CONTROL
 SB1006
 SB1006  NAD 83(1991)-  46 17 50.39057(N)    121 18 20.92999(W) AD(       ) 2
 SB1006  NAD 83(1986)-  46 17 50.40231(N)    121 18 20.91656(W) AD(       ) 2
 SB1006  NAD 27      -  46 17 50.96500(N)    121 18 16.63600(W) AD(       ) 2
 SB1006  NGVD 29 (07/19/86) 1381.7    (m)         4533.     (f) VERT ANG       
 SB1006
 SB1006.Superseded values are not recommended for survey control.
 SB1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1006.See file dsdata.txt to determine how the superseded data were derived.
 SB1006
 SB1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS3047928479(NAD 83)
 SB1006_MARKER: DS = TRIANGULATION STATION DISK
 SB1006_SETTING: 66 = SET IN ROCK OUTCROP
 SB1006
 SB1006  HISTORY     - Date     Condition        Report By
 SB1006  HISTORY     - 1946     MONUMENTED       CGS
 SB1006  HISTORY     - 1947     GOOD             CGS
 SB1006
 SB1006                          STATION DESCRIPTION
 SB1006
 SB1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 SB1006'LOCATED 4 FEET NORTH FROM THE EDGE OF THE RIM ON THE NORTH SIDE
 SB1006'OF WEST FORK CREEK AND ON WHAT IS KNOWN AS WINDY PT.  IT IS ABOUT
 SB1006'5 MILES NORTH NORTHWEST OF SODA FORD, 3 MILES EAST OF THE
 SB1006'CLEARWATER GUARD STATION AND 0.3 MILE WEST OF THE ROAD CROSSING
 SB1006'AT CHAPARRAL CREEK.  IT IS STAMPED CHAPARRAL 1946.
 SB1006'
 SB1006'REFERENCE MARK NO. 1 IS 12 FEET FROM THE EDGE OF THE RIM
 SB1006'ROCK.  IT IS STAMPED CHAPARRAL NO 1 1946 AND IT IS FLUSH WITH THE
 SB1006'GROUND.
 SB1006'
 SB1006'REFERENCE MARK NO. 2 IS 3.5 FEET FROM THE EDGE OF THE RIM
 SB1006'ROCK.  IT IS STAMPED CHAPARRAL NO 2 1946.
 SB1006'
 SB1006'SUB. STA. IS THE BASE AND CENTER OF A 5 INCH TREE NORTHWEST OF
 SB1006'THE STATION.
 SB1006'
 SB1006'TO REACH THE STATION FROM THE SIGNAL PEAK GUARD STATION GO
 SB1006'SOUTHWEST 9 MILES TO THE SODA FORD BRIDGE, CONTINUE 0.6 MILE
 SB1006'TO A FORK, KEEP RIGHT FORK FOR 3.8 MILES TO A FORK AT THE NORTH
 SB1006'END OF THE BRIDGE OVER WEST FORK CREEK.  TAKE RIGHT FORK AND
 SB1006'CONTINUE MAIN TRAVELED ROAD 8.45 MILES TO A SMALL BRIDGE OVER
 SB1006'CHAPARRAL CREEK, CONTINUE 0.25 MILES TO WHERE THE ROAD TURNS
 SB1006'RIGHT AND THE ETT.  PACK WEST THROUGH THE TIMBER TO THE TOP OF
 SB1006'THE RIDGE, ABOUT 0.1 MILE, TO THE STATION.
 SB1006
 SB1006                          STATION RECOVERY (1947)
 SB1006
 SB1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SB1006'THE STATION WAS RECOVERED AS DESCRIBED.  ALL THE MARKS WERE IN
 SB1006'GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 SB1006'
 SB1006'THE STATION IS LOCATED ON THE SOUTH END OF A HIGH ROCKY RIM KNOWN
 SB1006'AS WINDY POINT, IN THE YAKIMA INDIAN RESERVATION, ABOUT 9 MILES
 SB1006'AIRLINE WEST NORTHWEST OF THE SIGNAL PEAK GUARD STATION, ABOUT
 SB1006'18 MILES AIRLINE NORTH OF GLENWOOD, 5 FEET NORTH OF THE EXTREME
 SB1006'DROP OFF, 5 FEET LOWER THAN THE TOP OF THE LEDGE.  IT IS STAMPED
 SB1006'CHAPARRAL 1946, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, NOTE
 SB1006'2.
 SB1006'
 SB1006'REFERENCE MARK NUMBER ONE IS A STANDARD REFERENCE DISK STAMPED
 SB1006'CHAPARRAL NO 1 1946, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 SB1006'10 FEET NORTH OF A SHEER DROP OFF, 2 FEET LOWER THAN THE STATION,
 SB1006'PROJECTS 4 INCHES.
 SB1006'
 SB1006'REFERENCE MARK NUMBER TWO IS A STANDARD REFERENCE DISK STAMPED
 SB1006'CHAPARRAL NO 2 1946, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 SB1006'3 FEET HIGHER THAN THE STATION, FLUSH WITH THE SURROUNDING SURFACE.
 SB1006'
 SB1006'THE AZIMUTH MARK IS STAMPED CHAPARRAL 1946, SET IN A DRILL HOLE
 SB1006'IN A LARGE OUTCROPPING BOULDER, ON A GRASSY SLOPE WITH LARGE PINE
 SB1006'TREES ON ALL SIDES, 50 FEET NORTHWEST OF AN OLD ROAD, 50 FEET
 SB1006'SOUTHEAST OF THE OLD ROAD, ABOUT 0.3 MILE WEST OF THE BRIDGE
 SB1006'ACROSS THE WEST FORK RIVER.  TO REACH FROM THE STATION GO EAST
 SB1006'CROSS COUNTRY FOR 0.1 MILE TO THE MAIN ROAD.  TURN RIGHT ON THE
 SB1006'MAIN ROAD AND GO 8.9 MILES TO A FORKS JUST BEFORE CROSSING A
 SB1006'BRIDGE.  TURN RIGHT AND FOLLOW THE ROAD TOWARD CLEARWATER
 SB1006'GUARD STATION FOR 2.6 MILES TO A BRIDGE.  CONTINUE ON THE ROAD
 SB1006'FOR 1 MILE TO A DIM ROAD RIGHT.  TURN RIGHT AND FOLLOW THE
 SB1006'OLD ROAD BED FOR 0.5 MILE TO A TRIANGULAR BLAZED TREE TO THE
 SB1006'LEFT OF THE ROAD AND THE MARK IS 50 FEET NORTHWEST AS
 SB1006'DESCRIBED.
 SB1006'
 SB1006'TO REACH THE STATION FROM THE POST OFFICE IN GLENWOOD GO EAST
 SB1006'ON THE MAIN STREET FOR 0.5 MILE TO A ROAD LEFT.  TURN LEFT, NORTH,
 SB1006'AND FOLLOW THE MAIN TRAVELED ROAD FOR 10.7 MILES TO THE COUGAR
 SB1006'CREEK GUARD STATION.  CONTINUE ON THE MAIN TRAVELED ROAD FOR
 SB1006'7.8 MILES TO A FORK.  TAKE THE LEFT FORK AS PER SIGN CLEARWATER
 SB1006'FOR 3.8 MILES TO A T INTERSECTION JUST AFTER CROSSING A
 SB1006'BRIDGE.  KEEP THE RIGHT HAND ROAD FOR 8.9 MILES TO THE SUMMIT
 SB1006'OF THE GRADE ON THE WINDY POINT ROAD AND A DIM ROAD LEFT NEAR A
 SB1006'TRIANGULAR BLAZED PINE TREE.  TURN LEFT ON TO THE DIM ROAD
 SB1006'AND GO TO THE TOP OF THE RIDGE THEN TURN LEFT AND GO 0.05 MILE
 SB1006'CROSS COUNTRY TO A ROCKY POINT ON THE SOUTH END OF THE RIM
 SB1006'AND THE STATION AS DESCRIBED.
 SB1006'
 SB1006'OBSERVED FROM A 4 FT. WOOD STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1007 ***********************************************************************
 SB1007  DESIGNATION -  CHAPARRAL 1946 AZ MK
 SB1007  PID         -  SB1007
 SB1007  STATE/COUNTY-  WA/YAKIMA
 SB1007  USGS QUAD   -  WINDY POINT (1970)
 SB1007
 SB1007                         *CURRENT SURVEY CONTROL
 SB1007  ___________________________________________________________________
 SB1007* NAD 83(1991)-  46 16 38.24905(N)    121 19 15.21759(W)     ADJUSTED  
 SB1007* NAVD 88     -      1021.3    (meters)    3351.     (feet)  VERTCON   
 SB1007  ___________________________________________________________________
 SB1007  LAPLACE CORR-          -8.11  (seconds)                    DEFLEC99
 SB1007  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SB1007
 SB1007  HORZ ORDER  -  SECOND
 SB1007
 SB1007.The horizontal coordinates were established by classical geodetic methods
 SB1007.and adjusted by the National Geodetic Survey in December 1991..
 SB1007
 SB1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1007
 SB1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1007
 SB1007.The geoid height was determined by GEOID03.
 SB1007
 SB1007;                    North         East     Units Scale Factor Converg.
 SB1007;SPC WA S     -   105,249.650   436,734.897   MT  0.99992895   -0 35 46.7
 SB1007;SPC WA S     -   345,306.56  1,432,854.41   sFT  0.99992895   -0 35 46.7
 SB1007;UTM  10      - 5,126,227.338   629,365.268   MT  0.99980572   +1 12 49.1
 SB1007
 SB1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1007!SPC WA S     -   0.99984298  x   0.99992895  =   0.99977195
 SB1007!UTM  10      -   0.99984298  x   0.99980572  =   0.99964873
 SB1007
 SB1007:                Primary Azimuth Mark                     Grid Az
 SB1007:SPC WA S     -  CHAPARRAL                                028 08 35.5
 SB1007:UTM  10      -  CHAPARRAL                                026 19 59.7
 SB1007
 SB1007|---------------------------------------------------------------------|
 SB1007| PID    Reference Object                     Distance      Geod. Az  |
 SB1007|                                                           dddmmss.s |
 SB1007| SB1006 CHAPARRAL                           APPROX. 2.5 KM 0273248.8 |
 SB1007|---------------------------------------------------------------------|
 SB1007
 SB1007                          SUPERSEDED SURVEY CONTROL
 SB1007
 SB1007  NAD 83(1991)-  46 16 38.25260(N)    121 19 15.21874(W) AD(       ) 2
 SB1007  NAD 83(1986)-  46 16 38.26447(N)    121 19 15.20517(W) AD(       ) 2
 SB1007  NAD 27      -  46 16 38.82600(N)    121 19 10.92400(W) AD(       ) 2
 SB1007  NGVD 29 (07/19/86) 1020.1    (m)         3347.     (f) VERT ANG       
 SB1007
 SB1007.Superseded values are not recommended for survey control.
 SB1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1007.See file dsdata.txt to determine how the superseded data were derived.
 SB1007
 SB1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS2936526227(NAD 83)
 SB1007_MARKER: DZ = AZIMUTH MARK DISK
 SB1007_SETTING: 80 = SET IN A BOULDER
 SB1007_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SB1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1007+STABILITY: SURFACE MOTION
 SB1007
 SB1007  HISTORY     - Date     Condition        Report By
 SB1007  HISTORY     - 1947     MONUMENTED       CGS
 SB1007
 SB1007                          STATION DESCRIPTION
 SB1007
 SB1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SB1007'THE STATION IS LOCATED IN THE YAKIMA INDIAN RESERVATION, ABOUT 19
 SB1007'MILES AIRLINE NORTH OF GLENWOOD, ABOUT 9 MILES AIRLINE WEST OF THE
 SB1007'SIGNAL PEAK GUARD STATION, ABOUT 3-1/2 MILES AIRLINE WEST OF THE
 SB1007'KLICKITAT RIVER.
 SB1007'
 SB1007'THE STATION IS A STANDARD AZIMUTH DISK STAMPED CHAPARRAL 1946,
 SB1007'SET IN A DRILL HOLE IN A LARGE BOULDER, IN AN OPEN SPACE ON THE
 SB1007'EAST END OF THE RIDGE, 50 FEET NORTHWEST OF AN OLD ROAD BED, ABOUT
 SB1007'150 YARDS NORTH OF THE MAIN ROAD.
 SB1007'
 SB1007'TO REACH THE STATION FROM THE POST OFFICE IN GLENWOOD GO EAST
 SB1007'ON THE MAIN STREET FOR 0.5 MILE TO A ROAD LEFT.  TURN LEFT, NORTH,
 SB1007'AND FOLLOW THE MAIN TRAVELED ROAD FOR 10.7 MILES TO THE COUGAR
 SB1007'CREEK GUARD STATION.  CONTINUE ON THE MAIN ROAD FOR 7.8 MILES TO
 SB1007'A FORK.  TAKE THE LEFT FORK AS PER SIGN CLEARWATER FOR 3.8 MILES
 SB1007'TO A T INTERSECTION JUST AFTER CROSSING A BRIDGE.  TURN LEFT AND
 SB1007'GO AS PER SIGN CLEARWATER G.S. FOR 2.6 MILES TO A BRIDGE.
 SB1007'CONTINUE ON THE ROAD FOR 1 MILE TO A TRIANGULAR BLAZED TREE ON THE
 SB1007'LEFT AND A DIM ROAD ON THE RIGHT.  TURN RIGHT, EAST, AND
 SB1007'FOLLOW THE OLD ROAD BED FOR 0.5 MILE TO A TRIANGULAR BLAZED
 SB1007'TREE ON THE LEFT.  THE STATION IS 50 FEET WEST OF THE TREE
 SB1007'AS DESCRIBED.
 SB1007'
 SB1007'THE SUB-STATION IS A PINE TREE THAT IS 10 INCHES IN DIAMETER.  IT
 SB1007'IS IN THE NORTH EDGE OF CLEARING 0.14 METERS HIGHER THAN THE
 SB1007'STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1322 ***********************************************************************
 TR1322  DESIGNATION -  CHAPEL 1969
 TR1322  PID         -  TR1322
 TR1322  STATE/COUNTY-  WA/ISLAND
 TR1322  USGS QUAD   -  OAK HARBOR (1973)
 TR1322
 TR1322                         *CURRENT SURVEY CONTROL
 TR1322  ___________________________________________________________________
 TR1322* NAD 83(1991)-  48 20 21.72144(N)    122 40 42.75997(W)     ADJUSTED  
 TR1322* NAVD 88     -        16.     (meters)      52.     (feet)  VERTCON   
 TR1322  ___________________________________________________________________
 TR1322  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 TR1322  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 TR1322
 TR1322  HORZ ORDER  -  SECOND
 TR1322
 TR1322.The horizontal coordinates were established by classical geodetic methods
 TR1322.and adjusted by the National Geodetic Survey in December 1991..
 TR1322
 TR1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1322
 TR1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1322
 TR1322.The geoid height was determined by GEOID03.
 TR1322
 TR1322;                    North         East     Units Scale Factor Converg.
 TR1322;SPC WA N     -   150,555.135   363,225.980   MT  0.99994971   -1 22 25.7
 TR1322;SPC WA N     -   493,946.31  1,191,683.90   sFT  0.99994971   -1 22 25.7
 TR1322;UTM  10      - 5,354,070.508   523,821.436   MT  0.99960697   +0 14 24.6
 TR1322
 TR1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1322!SPC WA N     -   1.00000099  x   0.99994971  =   0.99995070
 TR1322!UTM  10      -   1.00000099  x   0.99960697  =   0.99960796
 TR1322
 TR1322:                Primary Azimuth Mark                     Grid Az
 TR1322:SPC WA N     -  NAMU                                     349 52 56.5
 TR1322:UTM  10      -  NAMU                                     348 16 06.2
 TR1322
 TR1322|---------------------------------------------------------------------|
 TR1322| PID    Reference Object                     Distance      Geod. Az  |
 TR1322|                                                           dddmmss.s |
 TR1322| TR1376 NAMU                                475.486 METERS 3483030.8 |
 TR1322|---------------------------------------------------------------------|
 TR1322
 TR1322                          SUPERSEDED SURVEY CONTROL
 TR1322
 TR1322  NAD 83(1986)-  48 20 21.72325(N)    122 40 42.76377(W) AD(       ) 2
 TR1322  NAD 27      -  48 20 22.35976(N)    122 40 38.13594(W) AD(       ) 2
 TR1322  NGVD 29 (04/20/88)   15.     (m)           49.     (f) VERT ANG       
 TR1322
 TR1322.Superseded values are not recommended for survey control.
 TR1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1322.See file dsdata.txt to determine how the superseded data were derived.
 TR1322
 TR1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2382154071(NAD 83)
 TR1322_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR1322_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1322+STABILITY: SURFACE MOTION
 TR1322
 TR1322  HISTORY     - Date     Condition        Report By
 TR1322  HISTORY     - 1969     MONUMENTED       CGS
 TR1322  HISTORY     - 1982     GOOD             NOS
 TR1322  HISTORY     - 1984     GOOD             NOS
 TR1322  HISTORY     - 1988     GOOD             USPSQD
 TR1322
 TR1322                          STATION DESCRIPTION
 TR1322
 TR1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (NET)
 TR1322'THE STATION IS AT THE WHIDBEY ISLAND NAVAL AIR STATION ABOUT 3 MILES
 TR1322'NORTH OF OAK HARBOR.  ON THE LAWN ABOUT 100 YARDS SOUTHWEST OF THE
 TR1322'BRICK CHURCH BUILDING AND 100 YARDS NORTH OF THE PARKING LOT AT
 TR1322'THE NEW B.O.Q. BUILDING.
 TR1322'
 TR1322'THE STATION MARK, STAMPED CHAPEL 1969, IS A STANDARD DISK SET IN A
 TR1322'ROUND CONCRETE POST FLUSH WITH THE GROUND, IT IS 58 FEET WEST OF
 TR1322'THE EAST EDGE AND 13 FEET NORTH OF THE NORTH EDGE OF A GROVE OF
 TR1322'TREES, 164 FEET SOUTH OF THE PROJECTED SOUTH SIDE OF THE CHURCH
 TR1322'ROOF, 141 FEET SOUTH OF THE SOUTHWEST CORNER OF THE WEST PARKING
 TR1322'LOT AT THE CHURCH AND 15 FEET EAST OF A LINE PROJECTED ALONG THE
 TR1322'CONCRETE WHEEL BUMPERS ON THE WESTERN EDGE OF THE CHURCH PARKING
 TR1322'LOT.
 TR1322
 TR1322                          STATION RECOVERY (1982)
 TR1322
 TR1322'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RBM)
 TR1322'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1969.
 TR1322'IT IS 0.85 METERS NORTH OF A STEEL WITNESS POST.
 TR1322'
 TR1322'DESCRIBED BY R.B. MELBY
 TR1322
 TR1322                          STATION RECOVERY (1984)
 TR1322
 TR1322'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR1322'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TR1322
 TR1322                          STATION RECOVERY (1988)
 TR1322
 TR1322'RECOVERY NOTE BY US POWER SQUADRON 1988 (WEM)
 TR1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1395 ***********************************************************************
 TR1395  DESIGNATION -  CHAPEL 2 1974
 TR1395  PID         -  TR1395
 TR1395  STATE/COUNTY-  WA/ISLAND
 TR1395  USGS QUAD   -  OAK HARBOR (1973)
 TR1395
 TR1395                         *CURRENT SURVEY CONTROL
 TR1395  ___________________________________________________________________
 TR1395* NAD 83(1991)-  48 20 19.58148(N)    122 40 29.30765(W)     ADJUSTED  
 TR1395* NAVD 88     -        19.7    (meters)      65.     (feet)  VERTCON   
 TR1395  ___________________________________________________________________
 TR1395  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 TR1395  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR1395
 TR1395  HORZ ORDER  -  SECOND
 TR1395
 TR1395.The horizontal coordinates were established by classical geodetic methods
 TR1395.and adjusted by the National Geodetic Survey in December 1991..
 TR1395
 TR1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1395
 TR1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1395
 TR1395.The geoid height was determined by GEOID03.
 TR1395
 TR1395;                    North         East     Units Scale Factor Converg.
 TR1395;SPC WA N     -   150,482.423   363,501.328   MT  0.99994967   -1 22 15.7
 TR1395;SPC WA N     -   493,707.75  1,192,587.27   sFT  0.99994967   -1 22 15.7
 TR1395;UTM  10      - 5,354,005.603   524,098.628   MT  0.99960714   +0 14 34.6
 TR1395
 TR1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1395!SPC WA N     -   1.00000038  x   0.99994967  =   0.99995005
 TR1395!UTM  10      -   1.00000038  x   0.99960714  =   0.99960752
 TR1395
 TR1395:                Primary Azimuth Mark                     Grid Az
 TR1395:SPC WA N     -  TORPEDO                                  096 29 37.1
 TR1395:UTM  10      -  TORPEDO                                  094 52 46.8
 TR1395
 TR1395|---------------------------------------------------------------------|
 TR1395| PID    Reference Object                     Distance      Geod. Az  |
 TR1395|                                                           dddmmss.s |
 TR1395| TR0417 TORPEDO                             APPROX. 2.8 KM 0950721.4 |
 TR1395|---------------------------------------------------------------------|
 TR1395
 TR1395                          SUPERSEDED SURVEY CONTROL
 TR1395
 TR1395  NAD 83(1986)-  48 20 19.58329(N)    122 40 29.31147(W) AD(       ) 2
 TR1395  NAD 27      -  48 20 20.21965(N)    122 40 24.68421(W) AD(       ) 2
 TR1395  NGVD 29 (07/19/86)   18.6    (m)           61.     (f) VERT ANG       
 TR1395
 TR1395.Superseded values are not recommended for survey control.
 TR1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1395.See file dsdata.txt to determine how the superseded data were derived.
 TR1395
 TR1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2409954006(NAD 83)
 TR1395_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR1395_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1395+STABILITY: SURFACE MOTION
 TR1395
 TR1395  HISTORY     - Date     Condition        Report By
 TR1395  HISTORY     - 1974     MONUMENTED       NGS
 TR1395  HISTORY     - 1982     GOOD             NOS
 TR1395  HISTORY     - 1984     GOOD             NOS
 TR1395  HISTORY     - 1988     GOOD             USPSQD
 TR1395
 TR1395                          STATION DESCRIPTION
 TR1395
 TR1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TR1395'THIS MARK WAS ESTABLISHED BY THE NAVY AFTER THE LINE CHAPEL-NAMU
 TR1395'WAS OBSTRUCTED BY A NEW BUILDING.
 TR1395'
 TR1395'THE STATION IS AT THE WHIDBEY ISLAND NAVAL AIR STATION, ABOUT 3
 TR1395'MILES NORTH OF OAK HARBOR, 0.6 MILE SOUTH OF THE CONTROL TOWER AND
 TR1395'HANGER 5, AND AT THE INTERSECTION OF 5TH STREET AND PRINCETON
 TR1395'STREET, AT THE SOUTHWEST EDGE OF THE CENTER COMPLET AND ABOUT 50
 TR1395'YARDS NORTHEAST OF THE BOWLING ALLEY (BUILDING NO. 2510).
 TR1395'
 TR1395'THE STATION MARK, STAMPED CHAPEL NO 2 WWB 1972, IS THE PUNCH
 TR1395'MARK ON A 2 1/2-INCH DIAMETER BRASS DISK SET IN A ROUND CONCRETE
 TR1395'POST FLUSH WITH THE GROUND, 56 FEET NORTH OF THE CENTER OF 5TH
 TR1395'STREET, 38 FEET WEST OF THE CENTER OF PRINCETON STREET, 10.9 FEET
 TR1395'NORTH OF THE NORTHWEST CORNER OF STEAM PIT NO. 518, 11 FEET EAST
 TR1395'OF THE EAST EDGE OF THE CONCRETE SIDEWALK AND 1 FOOT WEST OF THE
 TR1395'PROJECTED WEST SIDE OF THE STEAM PIT.
 TR1395'
 TR1395'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 TR1395
 TR1395                          STATION RECOVERY (1982)
 TR1395
 TR1395'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RBM)
 TR1395'THE STATION WAS RECOVERED AS DESCRIBED IN 1974.
 TR1395'
 TR1395'DESCRIBED BY R.B. MELBY
 TR1395
 TR1395                          STATION RECOVERY (1984)
 TR1395
 TR1395'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR1395'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1974.
 TR1395
 TR1395                          STATION RECOVERY (1988)
 TR1395
 TR1395'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2008 ***********************************************************************
 SY2008  DESIGNATION -  CHARCOAL 1937
 SY2008  PID         -  SY2008
 SY2008  STATE/COUNTY-  WA/KING
 SY2008  USGS QUAD   -  AUBURN (1994)
 SY2008
 SY2008                         *CURRENT SURVEY CONTROL
 SY2008  ___________________________________________________________________
 SY2008* NAD 83(1991)-  47 15 39.11024(N)    122 11 39.22783(W)     ADJUSTED  
 SY2008* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 SY2008  ___________________________________________________________________
 SY2008  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 SY2008  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 SY2008
 SY2008  HORZ ORDER  -  SECOND
 SY2008
 SY2008.The horizontal coordinates were established by classical geodetic methods
 SY2008.and adjusted by the National Geodetic Survey in December 1991..
 SY2008
 SY2008.The orthometric height was scaled from a topographic map.
 SY2008
 SY2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2008
 SY2008.The geoid height was determined by GEOID03.
 SY2008
 SY2008;                    North         East     Units Scale Factor Converg.
 SY2008;SPC WA N     -    29,914.489   397,000.393   MT  1.00005318   -1 00 47.6
 SY2008;SPC WA N     -    98,144.45  1,302,492.12   sFT  1.00005318   -1 00 47.6
 SY2008;SPC WA S     -   215,630.218   371,784.041   MT  0.99998423   -1 13 50.5
 SY2008;SPC WA S     -   707,446.81  1,219,761.47   sFT  0.99998423   -1 13 50.5
 SY2008;UTM  10      - 5,234,468.472   560,960.179   MT  0.99964567   +0 35 30.5
 SY2008
 SY2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2008!SPC WA N     -   0.99997971  x   1.00005318  =   1.00003288
 SY2008!SPC WA S     -   0.99997971  x   0.99998423  =   0.99996394
 SY2008!UTM  10      -   0.99997971  x   0.99964567  =   0.99962538
 SY2008
 SY2008:                Primary Azimuth Mark                     Grid Az
 SY2008:SPC WA N     -  BURKE                                    094 38 44.5
 SY2008:SPC WA S     -  BURKE                                    094 51 47.4
 SY2008:UTM  10      -  BURKE                                    093 02 26.4
 SY2008
 SY2008|---------------------------------------------------------------------|
 SY2008| PID    Reference Object                     Distance      Geod. Az  |
 SY2008|                                                           dddmmss.s |
 SY2008| SX1290 BURKE                               APPROX.22.7 KM 0933756.9 |
 SY2008|---------------------------------------------------------------------|
 SY2008
 SY2008                          SUPERSEDED SURVEY CONTROL
 SY2008
 SY2008  NAD 83(1986)-  47 15 39.10271(N)    122 11 39.24087(W) AD(       ) 2
 SY2008  NAD 27      -  47 15 39.74400(N)    122 11 34.82500(W) AD(       ) 2
 SY2008
 SY2008.Superseded values are not recommended for survey control.
 SY2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2008.See file dsdata.txt to determine how the superseded data were derived.
 SY2008
 SY2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6096034468(NAD 83)
 SY2008
 SY2008  HISTORY     - Date     Condition        Report By
 SY2008  HISTORY     - 1937     MONUMENTED       WAGS
 SY2008  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2008
 SY2008                          STATION DESCRIPTION
 SY2008
 SY2008'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY2008'STATION IS IN THE SW 1/4 OF SE 1/4 OF SEC. 32, T.21, R.5, ABOUT
 SY2008'3/4 MILE SE OF THE CHARCOAL PLANT, ABOUT 120 YARDS S OF THE ROAD,
 SY2008'ON THE BACK BONE OF A WELL-DEFINED RIDGE WHICH RUNS NW-SE.  THE
 SY2008'STATION IS ABOUT 100 YARDS NW OF THE HIGHEST PART OF THE HILL.
 SY2008'THE ROAD TO EASTWARD RUNS ALONG N LINE OF THE SE 1/4 OF SE 1/4
 SY2008'SEC. 32 AND THE STATION IS ABOUT 100 FEET S OF THE LINE OFF THE
 SY2008'ROAD.
 SY2008
 SY2008                          STATION RECOVERY (1963)
 SY2008
 SY2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2008'NOT FOUND.  STATION IS ON A TIMBERED RIDGE WITH WINDFALLS AND
 SY2008'UNDERBRUSH.  ONE CANNOT SEE THROUGH THE TIMBER TO GET LINED UP
 SY2008'WITH THE EAST-WEST ROAD, WHICH MAKES IT VERY DIFFICULT TO TELL
 SY2008'JUST WHERE TO LOOK AND ONE WOULD BE VERY LUCKY TO FIND THE MARK
 SY2008'WITHOUT EXTENSIVE SEARCHING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1717 ***********************************************************************
 RZ1717  DESIGNATION -  CHARD
 RZ1717  PID         -  RZ1717
 RZ1717  STATE/COUNTY-  WA/COLUMBIA
 RZ1717  USGS QUAD   -  DELANEY (1981)
 RZ1717
 RZ1717                         *CURRENT SURVEY CONTROL
 RZ1717  ___________________________________________________________________
 RZ1717* NAD 83(1991)-  46 33 41.25281(N)    117 53 24.34947(W)     ADJUSTED  
 RZ1717* NAVD 88     -       477.8    (meters)    1568.     (feet)  VERTCON   
 RZ1717  ___________________________________________________________________
 RZ1717  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 RZ1717  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 RZ1717
 RZ1717  HORZ ORDER  -  THIRD
 RZ1717
 RZ1717.The horizontal coordinates were established by classical geodetic methods
 RZ1717.and adjusted by the National Geodetic Survey in December 1991..
 RZ1717
 RZ1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1717
 RZ1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1717
 RZ1717.The geoid height was determined by GEOID03.
 RZ1717
 RZ1717;                    North         East     Units Scale Factor Converg.
 RZ1717;SPC WA S     -   139,816.034   700,063.479   MT  0.99991468   +1 53 45.0
 RZ1717;SPC WA S     -   458,713.10  2,296,791.60   sFT  0.99991468   +1 53 45.0
 RZ1717;UTM  11      - 5,156,817.321   431,778.312   MT  0.99965721   -0 38 46.8
 RZ1717
 RZ1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1717!SPC WA S     -   0.99992829  x   0.99991468  =   0.99984297
 RZ1717!UTM  11      -   0.99992829  x   0.99965721  =   0.99958552
 RZ1717
 RZ1717|---------------------------------------------------------------------|
 RZ1717| PID    Reference Object                     Distance      Geod. Az  |
 RZ1717|                                                           dddmmss.s |
 RZ1717| CF4640 CHARD RM 1                            6.192 METERS 00932     |
 RZ1717| CF4639 CHARD AZ MK                                        1202313.8 |
 RZ1717| CF4641 CHARD RM 2                            6.108 METERS 17343     |
 RZ1717| RZ1723 SMITH 1946                          APPROX. 8.9 KM 3551153.3 |
 RZ1717|---------------------------------------------------------------------|
 RZ1717
 RZ1717                          SUPERSEDED SURVEY CONTROL
 RZ1717
 RZ1717  NAD 83(1991)-  46 33 41.26934(N)    117 53 24.38317(W) AD(       ) 3
 RZ1717  NAD 83(1986)-  46 33 41.26196(N)    117 53 24.34567(W) AD(       ) 3
 RZ1717  NAD 27      -  46 33 41.73200(N)    117 53 20.57300(W) AD(       ) 3
 RZ1717  NGVD 29 (07/19/86)  476.8    (m)         1564.     (f) VERT ANG       
 RZ1717
 RZ1717.Superseded values are not recommended for survey control.
 RZ1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1717.See file dsdata.txt to determine how the superseded data were derived.
 RZ1717
 RZ1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM3177856817(NAD 83)
 RZ1717_MARKER: DS = TRIANGULATION STATION DISK
 RZ1717_SETTING: 0 = UNSPECIFIED SETTING
 RZ1717
 RZ1717  HISTORY     - Date     Condition        Report By
 RZ1717  HISTORY     - 1946     MONUMENTED       CGS
 RZ1717  HISTORY     - 1947     GOOD             USGS
 RZ1717
 RZ1717                          STATION DESCRIPTION
 RZ1717
 RZ1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RZ1717'STATION IS LOCATED ABOUT 19 MILES N OF DAYTON AND 16 MILES WNW
 RZ1717'OF POMEROY.  IT IS ABOUT 200 YARDS E OF AND 20 FEET LOWER THAN THE
 RZ1717'SUMMIT OF A CULTIVATED HILL LYING 2 MILES S OF THE SNAKE RIVER.  IT
 RZ1717'IS NEAR THE COLUMBIA-GARFIELD COUNTY LINE AND ON THE PROPERTY OF
 RZ1717'MR. ARCHER.
 RZ1717'
 RZ1717'STATION MARK IS A BRONZE STATION DISK SET IN A BLOCK OF CONCRETE
 RZ1717'18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS ON THE CREST OF
 RZ1717'THE RIDGE AND 3 FEET W OF A N-S FENCE LINE.  DISK IS STAMPED CHARD
 RZ1717'1946.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 RZ1717'CONCRETE.  NO WITNESS MARK WAS SET.
 RZ1717'
 RZ1717'REFERENCE MARK 1 IS A BRONZE DISK BRAZED TO THE TOP OF A
 RZ1717'2-1/2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE THE SURFACE.  IT
 RZ1717'IS SET IN THE FENCE LINE.  DISK IS STAMPED CHARD NO 1 1946.
 RZ1717'
 RZ1717'REFERENCE MARK 2 IS A BRONZE DISK BRAZED TO THE TOP OF A
 RZ1717'2-1/2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE THE SURFACE.  IT
 RZ1717'IS ALSO SET IN THE FENCE LINE.  DISK IS STAMPED CHARD NO 2 1946.
 RZ1717'
 RZ1717'AZIMUTH MARK IS A BRONZE DISK BRAZED TO THE TOP OF A 2-1/2-INCH
 RZ1717'IRON PIPE SET FLUSH IN A MASS OF CONCRETE PROJECTING 6 INCHES
 RZ1717'ABOVE THE SURFACE.  IT IS ON A SMALL ROCKY KNOB ALONG THE CREST OF
 RZ1717'THE RIDGE AND 37 PACES N OF AN E-W FENCE LINE.  DISK IS STAMPED
 RZ1717'CHARD 1946.
 RZ1717'
 RZ1717'TO REACH THE STATION FROM THE COLUMBIA COUNTY COURTHOUSE IN
 RZ1717'DAYTON, GO N ON U.S. HIGHWAY 410 FOR 19.9 MILES TO A T-ROAD ON LEFT,
 RZ1717'THE FIRST ROAD N AFTER PASSING JACKSON RAILROAD STATION.  TURN
 RZ1717'LEFT OFF THE HIGHWAY, CROSS RAILROAD TRACKS, AND FOLLOW TRACK ROAD
 RZ1717'N UP RIDGE FOR 1.2 MILES TO A WIRE GATE ON RIGHT AND NEAR TOP OF
 RZ1717'HILL.  PASS THROUGH GATE AND GO E ALONG CREST OF RIDGE, CROSSING
 RZ1717'SUMMIT, 0.2 MILE TO A N-S FENCE LINE AND STATION SITE, FOUR
 RZ1717'FENCE POSTS S OF A WIRE GATE.
 RZ1717
 RZ1717                          STATION RECOVERY (1947)
 RZ1717
 RZ1717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 RZ1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4665 ***********************************************************************
 SY4665  DESIGNATION -  CHARLES
 SY4665  PID         -  SY4665
 SY4665  STATE/COUNTY-  WA/KING
 SY4665  USGS QUAD   -  TACOMA NORTH (1994)
 SY4665
 SY4665                         *CURRENT SURVEY CONTROL
 SY4665  ___________________________________________________________________
 SY4665* NAD 83(1991)-  47 34 11.72763(N)    122 22 54.10650(W)     ADJUSTED  
 SY4665* NAVD 88     -       131.6    (meters)     432.     (feet)  VERTCON   
 SY4665  ___________________________________________________________________
 SY4665  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 SY4665  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 SY4665
 SY4665  HORZ ORDER  -  FIRST
 SY4665
 SY4665.The horizontal coordinates were established by classical geodetic methods
 SY4665.and adjusted by the National Geodetic Survey in December 1991..
 SY4665
 SY4665.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4665
 SY4665.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4665
 SY4665.The geoid height was determined by GEOID03.
 SY4665
 SY4665;                    North         East     Units Scale Factor Converg.
 SY4665;SPC WA N     -    64,537.347   383,505.091   MT  0.99998769   -1 09 10.0
 SY4665;SPC WA N     -   211,736.28  1,258,216.29   sFT  0.99998769   -1 09 10.0
 SY4665;UTM  10      - 5,268,686.113   546,504.632   MT  0.99962658   +0 27 23.0
 SY4665
 SY4665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4665!SPC WA N     -   0.99998306  x   0.99998769  =   0.99997075
 SY4665!UTM  10      -   0.99998306  x   0.99962658  =   0.99960965
 SY4665
 SY4665|---------------------------------------------------------------------|
 SY4665| PID    Reference Object                     Distance      Geod. Az  |
 SY4665|                                                           dddmmss.s |
 SY4665| CF7263 CHARLES RM 3                                       01404     |
 SY4665| SY3997 SEATTLE TV STA KOMO CEN TWR         APPROX. 7.2 KM 0164559.1 |
 SY4665| SY4314 SEATTLE SPACE NEEDLE                APPROX. 6.1 KM 0232526.6 |
 SY4665| SY4362 W SEATTLE RADIO STATION KJR TOWER   APPROX. 2.0 KM 0462736.9 |
 SY4665| SY4442 SEATTLE TV STATION KCTS TOWER       APPROX. 7.5 KM 0465343.7 |
 SY4665| SY4339 HARBORVIEW HOSPITAL TOWER APEX      APPROX. 5.8 KM 0485842.5 |
 SY4665| SY4317 SEATTLE RAD STA KAYO TWR            APPROX. 4.0 KM 0793040.2 |
 SY4665| SY4360 SEATTLE RADIO STATION KTW MAST      APPROX. 1.7 KM 1144923.3 |
 SY4665| CF7261 CHARLES RM 1                         18.646 METERS 25721     |
 SY4665| SY4650 W SEATTLE MUNICIPAL STANDPIPE        19.240 METERS 28157     |
 SY4665| CF7262 CHARLES RM 2                         15.366 METERS 30600     |
 SY4665| SY4817 RAVUS                               APPROX. 9.0 KM 3481029.5 |
 SY4665| SY4711 SEATTLE MAGNOLIA BLUFF TK           APPROX. 9.0 KM 3481207.4 |
 SY4665|---------------------------------------------------------------------|
 SY4665
 SY4665                          SUPERSEDED SURVEY CONTROL
 SY4665
 SY4665  NAD 83(1986)-  47 34 11.72198(N)    122 22 54.11282(W) AD(       ) 1
 SY4665  NAD 27      -  47 34 12.36885(N)    122 22 49.65763(W) AD(       ) 1
 SY4665  NGVD 29 (07/19/86)  130.5    (m)          428.     (f) VERT ANG       
 SY4665
 SY4665.Superseded values are not recommended for survey control.
 SY4665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4665.See file dsdata.txt to determine how the superseded data were derived.
 SY4665
 SY4665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4650568686(NAD 83)
 SY4665_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY4665
 SY4665  HISTORY     - Date     Condition        Report By
 SY4665  HISTORY     - 1973     MONUMENTED       NGS
 SY4665  HISTORY     - 1983     GOOD             USPSQD
 SY4665
 SY4665                          STATION DESCRIPTION
 SY4665
 SY4665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY4665'THE STATION IS LOCATED IN NE 1/4 SEC 14, T 24 N, R 3 E, 3 MILES
 SY4665'SOUTHWEST OF DOWNTOWN SEATTLE, 1-3/4 MILES SOUTH OF DUWAMISH HEAD,
 SY4665'AND IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF 39 AVE SW AND
 SY4665'SW CHARLESTOWN ST.  IT IS ON PROPERTY OWNED BY THE SEATTLE WATER
 SY4665'DEPARTMENT.  PHONE 583 5890.
 SY4665'
 SY4665'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 99
 SY4665'AND SPOKANE ST IN SOUTH SEATTLE, GO WEST ON SPOKANE ST AND THEN
 SY4665'SOUTHWEST ON FAUNTLEROY ST FOR 2.5 MILES TO A CROSSROAD.  TURN
 SY4665'RIGHT AND GO NORTH ON 39 AVE SW FOR 0.65 TO THE INTERSECTION
 SY4665'OF SW CHARLESTOWN ST AND THE STATION ON THE LEFT.  TO REACH
 SY4665'REFERENCE MARK 3 FROM THE STATION, GO NORTH ON 39 AVE SW FOR
 SY4665'0.15 MILE TO THE INTERSECTION OF SW MANNING ST ON THE RIGHT AND
 SY4665'THE MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 SY4665'
 SY4665'THE STATION MARKS ARE STANDARD DISKS STAMPED CHARLES 1973.  THE
 SY4665'SURFACE STATION MARK IS CEMENTED IN THE TOP OF A 12-INCH ROUND
 SY4665'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 SY4665'GROUND.  THE UNDERGROUND STATION MARK IS CEMENTED IN AN IRREGULAR
 SY4665'MASS OF CONCRETE ABOUT 40 INCHES BELOW THE SURFACE OF THE
 SY4665'GROUND.  THE STATION IS 26.5 FEET NORTH OF A CHAIN LINK FENCE
 SY4665'AND 23.2 FEET WEST OF A RETAINING WALL.
 SY4665'
 SY4665'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHARLES NO 1 1973,
 SY4665'CEMENTED IN A DRILL HOLE IN THE BASE OF THE STANDPIPE.  IT IS ON
 SY4665'THE SOUTH SIDE OF THE STANDPIPE.
 SY4665'
 SY4665'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHARLES NO 2 1973,
 SY4665'CEMENTED IN A DRILL HOLE IN THE BASE OF THE STANDPIPE.  IT IS
 SY4665'ON THE NORTH SIDE OF THE STANDPIPE.
 SY4665'
 SY4665'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CHARLES NO 3 1973,
 SY4665'CEMENTED IN A DRILL HOLE IN A CURB ALONG THE NORTH SIDE OF SW
 SY4665'MANNING ST.  IT IS 53 FEET EAST OF THE INTERSECTION OF SW
 SY4665'MANNING ST AND 39 AVE SW AND 12 FEET NORTH OF THE CENTER OF
 SY4665'SW MANNING ST.
 SY4665'
 SY4665'NO MEASUREMENT BETWEEN THE REFERENCE MARKS BECAUSE OF THE
 SY4665'STANDPIPE BETWEEN THEM.
 SY4665'
 SY4665'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 SY4665
 SY4665                          STATION RECOVERY (1983)
 SY4665
 SY4665'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4665'CHARLES 1973 RECOVERED GOOD.
 SY4665'
 SY4665'RECOVERED AS DESCRIBED.
 SY4665'
 SY4665'RM NO. 1 AND RM NO. 2 AND RM NO. 3 ALSO RECOVERED AS DESCRIBED.
 SY4665'STAMPED CHARLES NO. 1 - NO. 2 AND NO. 3 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ7204 ***********************************************************************
 AJ7204  DESIGNATION -  CHARLES PACK CORS MONUMENT
 AJ7204  PID         -  AJ7204
 AJ7204  STATE/COUNTY-  WA/PIERCE
 AJ7204  USGS QUAD   -  EATONVILLE (1990)
 AJ7204
 AJ7204                         *CURRENT SURVEY CONTROL
 AJ7204  ___________________________________________________________________
 AJ7204* NAD 83(CORS)-  46 50 24.29001(N)    122 15 23.40938(W)     ADJUSTED  
 AJ7204* NAVD 88     -                                                        
 AJ7204  ___________________________________________________________________
 AJ7204  EPOCH DATE  -        2002.00
 AJ7204  X           -  -2,332,868.926 (meters)                     COMP
 AJ7204  Y           -  -3,696,443.817 (meters)                     COMP
 AJ7204  Z           -   4,630,011.507 (meters)                     COMP
 AJ7204  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 AJ7204  ELLIP HEIGHT-         533.97  (meters)          (03/??/02) GPS OBS
 AJ7204  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 AJ7204
 AJ7204  HORZ ORDER  -  A
 AJ7204  ELLP ORDER  -  FOURTH    CLASS I
 AJ7204
 AJ7204.ITRF positions are available for this station.
 AJ7204.The horizontal coordinates were established by GPS observations
 AJ7204.and adjusted by the National Geodetic Survey in March 2002..
 AJ7204.The horizontal coordinates are valid at the epoch date displayed above.
 AJ7204.The epoch date for horizontal control is a decimal equivalence
 AJ7204.of Year/Month/Day.
 AJ7204
 AJ7204
 AJ7204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7204
 AJ7204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7204
 AJ7204.The ellipsoidal height was determined by GPS observations
 AJ7204.and is referenced to NAD 83.
 AJ7204
 AJ7204.The geoid height was determined by GEOID03.
 AJ7204
 AJ7204;                    North         East     Units Scale Factor Converg.
 AJ7204;SPC WA S     -   168,967.990   366,030.550   MT  0.99992448   -1 16 33.3
 AJ7204;SPC WA S     -   554,355.81  1,200,885.23   sFT  0.99992448   -1 16 33.3
 AJ7204;UTM  10      - 5,187,661.418   556,693.152   MT  0.99963950   +0 32 32.5
 AJ7204
 AJ7204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7204!SPC WA S     -   0.99991631  x   0.99992448  =   0.99984079
 AJ7204!UTM  10      -   0.99991631  x   0.99963950  =   0.99955584
 AJ7204
 AJ7204                          SUPERSEDED SURVEY CONTROL
 AJ7204
 AJ7204  NAD 83(CORS)-  46 50 24.28910(N)    122 15 23.40990(W) AD(1997.00) A
 AJ7204  ELLIP H (01/??/02)  533.97   (m)                       GP(1997.00) 4 1
 AJ7204
 AJ7204.Superseded values are not recommended for survey control.
 AJ7204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7204.See file dsdata.txt to determine how the superseded data were derived.
 AJ7204
 AJ7204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES5669387661(NAD 83)
 AJ7204_STAMPING: UNKNOWN
 AJ7204'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'CPXF'
 AJ7204'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AJ7204'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7204'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7204'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7204'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AJ7204'
 AJ7204' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ7202 ***********************************************************************
 AJ7202  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7202  DESIGNATION -  CHARLES PACK EXPE CORS ARP
 AJ7202  CORS_ID     -  CPXF
 AJ7202  PID         -  AJ7202
 AJ7202  STATE/COUNTY-  WA/PIERCE
 AJ7202  USGS QUAD   -  EATONVILLE (1990)
 AJ7202
 AJ7202                         *CURRENT SURVEY CONTROL
 AJ7202  ___________________________________________________________________
 AJ7202* NAD 83(CORS)-  46 50 24.29001(N)    122 15 23.40938(W)     ADJUSTED  
 AJ7202* NAVD 88     -                                                        
 AJ7202  ___________________________________________________________________
 AJ7202  EPOCH DATE  -        2002.00
 AJ7202  X           -  -2,332,868.930 (meters)                     COMP
 AJ7202  Y           -  -3,696,443.822 (meters)                     COMP
 AJ7202  Z           -   4,630,011.514 (meters)                     COMP
 AJ7202  ELLIP HEIGHT-         533.98  (meters)          (03/??/02) GPS OBS
 AJ7202  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 AJ7202
 AJ7202  HORZ ORDER  -  SPECIAL (CORS)
 AJ7202  ELLP ORDER  -  SPECIAL (CORS)
 AJ7202
 AJ7202.ITRF positions are available for this station.
 AJ7202.The coordinates were established by GPS observations
 AJ7202.and adjusted by the National Geodetic Survey in March 2002..
 AJ7202.The coordinates are valid at the epoch date displayed above.
 AJ7202.The epoch date for horizontal control is a decimal equivalence
 AJ7202.of Year/Month/Day.
 AJ7202
 AJ7202
 AJ7202.The PID for the CORS L1 Phase Center is DG5389.
 AJ7202
 AJ7202.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7202
 AJ7202.The ellipsoidal height was determined by GPS observations
 AJ7202.and is referenced to NAD 83.
 AJ7202
 AJ7202.The geoid height was determined by GEOID03.
 AJ7202
 AJ7202;                    North         East     Units Scale Factor Converg.
 AJ7202;SPC WA S     -   168,967.990   366,030.550   MT  0.99992448   -1 16 33.3
 AJ7202;SPC WA S     -   554,355.81  1,200,885.23   sFT  0.99992448   -1 16 33.3
 AJ7202
 AJ7202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7202!SPC WA S     -   0.99991630  x   0.99992448  =   0.99984079
 AJ7202
 AJ7202                          SUPERSEDED SURVEY CONTROL
 AJ7202
 AJ7202  NAD 83(CORS)-  46 50 24.28910(N)    122 15 23.40990(W) AD(1997.00) c
 AJ7202  ELLIP H (01/??/02)  533.98   (m)                       GP(1997.00) c c
 AJ7202
 AJ7202.Superseded values are not recommended for survey control.
 AJ7202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7202.See file dsdata.txt to determine how the superseded data were derived.
 AJ7202
 AJ7202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES5669387661(NAD 83)
 AJ7202_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7202
 AJ7202                          STATION DESCRIPTION
 AJ7202
 AJ7202'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ7202'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7202'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7202'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7202'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7202'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG5389 ***********************************************************************
 DG5389  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5389  DESIGNATION -  CHARLES PACK EXPE CORS L1 PHASE CENTER
 DG5389  CORS_ID     -  CPXF
 DG5389  PID         -  DG5389
 DG5389  STATE/COUNTY-  WA/PIERCE
 DG5389  USGS QUAD   -  EATONVILLE (1990)
 DG5389
 DG5389                         *CURRENT SURVEY CONTROL
 DG5389  ___________________________________________________________________
 DG5389* NAD 83(CORS)-  46 50 24.29009(N)    122 15 23.40932(W)     ADJUSTED  
 DG5389* NAVD 88     -                                                        
 DG5389  ___________________________________________________________________
 DG5389  EPOCH DATE  -        2002.00
 DG5389  X           -  -2,332,868.968 (meters)                     COMP
 DG5389  Y           -  -3,696,443.885 (meters)                     COMP
 DG5389  Z           -   4,630,011.596 (meters)                     COMP
 DG5389  ELLIP HEIGHT-         534.09  (meters)          (03/??/02) GPS OBS
 DG5389  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 DG5389
 DG5389  HORZ ORDER  -  SPECIAL (CORS)
 DG5389  ELLP ORDER  -  SPECIAL (CORS)
 DG5389
 DG5389.ITRF positions are available for this station.
 DG5389.The coordinates were established by GPS observations
 DG5389.and adjusted by the National Geodetic Survey in March 2002..
 DG5389.The coordinates are valid at the epoch date displayed above.
 DG5389.The epoch date for horizontal control is a decimal equivalence
 DG5389.of Year/Month/Day.
 DG5389
 DG5389
 DG5389.The PID for the CORS ARP is AJ7202.
 DG5389
 DG5389.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5389
 DG5389.The ellipsoidal height was determined by GPS observations
 DG5389.and is referenced to NAD 83.
 DG5389
 DG5389.The geoid height was determined by GEOID03.
 DG5389
 DG5389;                    North         East     Units Scale Factor Converg.
 DG5389;SPC WA S     -   168,967.992   366,030.551   MT  0.99992448   -1 16 33.3
 DG5389;SPC WA S     -   554,355.82  1,200,885.23   sFT  0.99992448   -1 16 33.3
 DG5389
 DG5389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5389!SPC WA S     -   0.99991629  x   0.99992448  =   0.99984077
 DG5389
 DG5389                          SUPERSEDED SURVEY CONTROL
 DG5389
 DG5389  NAD 83(CORS)-  46 50 24.28918(N)    122 15 23.40984(W) AD(1997.00) c
 DG5389  ELLIP H (01/??/02)  534.09   (m)                       GP(1997.00) c c
 DG5389
 DG5389.Superseded values are not recommended for survey control.
 DG5389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5389.See file dsdata.txt to determine how the superseded data were derived.
 DG5389
 DG5389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES5669387661(NAD 83)
 DG5389_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5389
 DG5389                          STATION DESCRIPTION
 DG5389
 DG5389'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5389'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5389'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5389'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5389'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5389'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5370 ***********************************************************************
 SY5370  DESIGNATION -  CHARLESTON TOWNHALL FLAG
 SY5370  PID         -  SY5370
 SY5370  STATE/COUNTY-  WA/KITSAP
 SY5370  USGS QUAD   -  BREMERTON WEST (1981)
 SY5370
 SY5370                         *CURRENT SURVEY CONTROL
 SY5370  ___________________________________________________________________
 SY5370* NAD 83(1991)-  47 33 33.61006(N)    122 39 15.18091(W)     ADJUSTED  
 SY5370* NAVD 88     -                                                        
 SY5370  ___________________________________________________________________
 SY5370  LAPLACE CORR-         -14.38  (seconds)                    DEFLEC99
 SY5370  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 SY5370
 SY5370  HORZ ORDER  -  THIRD
 SY5370
 SY5370.The horizontal coordinates were established by classical geodetic methods
 SY5370.and adjusted by the National Geodetic Survey in December 1991..
 SY5370
 SY5370
 SY5370.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5370
 SY5370.The geoid height was determined by GEOID03.
 SY5370
 SY5370;                    North         East     Units Scale Factor Converg.
 SY5370;SPC WA N     -    63,809.306   362,977.014   MT  0.99998946   -1 21 20.5
 SY5370;SPC WA N     -   209,347.70  1,190,867.09   sFT  0.99998946   -1 21 20.5
 SY5370;UTM  10      - 5,267,382.081   526,012.740   MT  0.99960832   +0 15 18.7
 SY5370
 SY5370                          SUPERSEDED SURVEY CONTROL
 SY5370
 SY5370  NAD 83(1986)-  47 33 33.60431(N)    122 39 15.18800(W) AD(       ) 4
 SY5370  NAD 27      -  47 33 34.26000(N)    122 39 10.72000(W) AD(       ) 3
 SY5370
 SY5370.Superseded values are not recommended for survey control.
 SY5370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5370.See file dsdata.txt to determine how the superseded data were derived.
 SY5370
 SY5370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2601367382(NAD 83)
 SY5370
 SY5370  HISTORY     - Date     Condition        Report By
 SY5370  HISTORY     - UNK      MONUMENTED
 SY5370  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SY5370
 SY5370                          STATION DESCRIPTION
 SY5370
 SY5370'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (AMS)
 SY5370'NO DESCRIPTION AVAILABLE.  POSITION PLOTS ON THE E SIDE OF WYCOTT
 SY5370'AVENUE BETWEEN FARRAGUT AND RODGERS STREETS IN THE S PART OF
 SY5370'BREMERTON.  SHOWN ON CHART NO. 6440 AS FIRE HALL.  THERE IS A
 SY5370'TWO-STORY WOODEN STRUCTURE AT THIS SITE WITH A FIRE HALL SIGN ON
 SY5370'IT.  THERE IS A SMALL FLAGSTAFF ON THE ROOF OF THIS BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2389 ***********************************************************************
 SY2389  DESIGNATION -  CHARLIE
 SY2389  PID         -  SY2389
 SY2389  STATE/COUNTY-  WA/KING
 SY2389  USGS QUAD   -  DES MOINES (1995)
 SY2389
 SY2389                         *CURRENT SURVEY CONTROL
 SY2389  ___________________________________________________________________
 SY2389* NAD 83(1991)-  47 22 59.66193(N)    122 17 10.38227(W)     ADJUSTED  
 SY2389* NAVD 88     -       137.5    (meters)     451.     (feet)  VERTCON   
 SY2389  ___________________________________________________________________
 SY2389  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 SY2389  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 SY2389
 SY2389  HORZ ORDER  -  FIRST
 SY2389
 SY2389.The horizontal coordinates were established by classical geodetic methods
 SY2389.and adjusted by the National Geodetic Survey in December 1991..
 SY2389
 SY2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2389
 SY2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2389
 SY2389.The geoid height was determined by GEOID03.
 SY2389
 SY2389;                    North         East     Units Scale Factor Converg.
 SY2389;SPC WA N     -    43,645.213   390,295.975   MT  1.00002383   -1 04 54.1
 SY2389;SPC WA N     -   143,192.67  1,280,496.04   sFT  1.00002383   -1 04 54.1
 SY2389;SPC WA S     -   229,385.636   365,131.856   MT  1.00001180   -1 17 51.0
 SY2389;SPC WA S     -   752,576.04  1,197,936.76   sFT  1.00001180   -1 17 51.0
 SY2389;UTM  10      - 5,248,000.517   553,876.383   MT  0.99963567   +0 31 31.0
 SY2389
 SY2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2389!SPC WA N     -   0.99998202  x   1.00002383  =   1.00000585
 SY2389!SPC WA S     -   0.99998202  x   1.00001180  =   0.99999382
 SY2389!UTM  10      -   0.99998202  x   0.99963567  =   0.99961770
 SY2389
 SY2389|---------------------------------------------------------------------|
 SY2389| PID    Reference Object                     Distance      Geod. Az  |
 SY2389|                                                           dddmmss.s |
 SY2389| SY2408 FM 29 K CO 1972                     336.539 METERS 06133     |
 SY2389| SY2143 MERIDIAN                            APPROX. 8.0 KM 0820406.7 |
 SY2389| SY2150 KENT MUN STANDPIPE                  APPROX. 7.3 KM 0835413.8 |
 SY2389| SY2151 KENT K CO PUB SAFETY RAD TWR        APPROX. 5.2 KM 0935534.8 |
 SY2389| SY2528 FEDERAL WAY DIST 124 SPIPE 5B       APPROX. 6.0 KM 1653025.9 |
 SY2389| SY2415 FM 27 K CO 1972                     318.076 METERS 17931     |
 SY2389| CE3444 CHARLIE RM 1                         36.859 METERS 18553     |
 SY2389| SY2504 KENT SW MUN TANK                    APPROX. 2.1 KM 1874631.3 |
 SY2389| SY2531 FEDERAL WAY DIST 75 TANK            APPROX. 3.8 KM 1985719.2 |
 SY2389| SY2386 DES MOINES MASONIC HOME TANK        APPROX. 2.7 KM 2852807.6 |
 SY2389| CE3445 CHARLIE RM 2                         26.648 METERS 34800     |
 SY2389| SY2374 KING COUNTY WATER DISTRICT 75 LARGE APPROX. 2.9 KM 3492717.4 |
 SY2389|---------------------------------------------------------------------|
 SY2389
 SY2389                          SUPERSEDED SURVEY CONTROL
 SY2389
 SY2389  NAD 83(1986)-  47 22 59.65512(N)    122 17 10.39289(W) AD(       ) 1
 SY2389  NAD 27      -  47 23 00.29524(N)    122 17 05.95190(W) AD(       ) 1
 SY2389  NGVD 29 (07/19/86)  136.4    (m)          448.     (f) VERT ANG       
 SY2389
 SY2389.Superseded values are not recommended for survey control.
 SY2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2389.See file dsdata.txt to determine how the superseded data were derived.
 SY2389
 SY2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5387648001(NAD 83)
 SY2389_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY2389
 SY2389  HISTORY     - Date     Condition        Report By
 SY2389  HISTORY     - 1973     MONUMENTED       NGS
 SY2389  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY2389
 SY2389                          STATION DESCRIPTION
 SY2389
 SY2389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2389'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF KENT, 2 MILES
 SY2389'SOUTHEAST OF DES MOINES AND 1/4 MILE EAST OF INTERSTATE HIGHWAY
 SY2389'5.  IT IS INSIDE A SMALL FENCED AREA OF A SEATTLE WATER DISTRICT
 SY2389'PUMP HOUSE.  IT IS IN THE NW 1/4 SEC 22, T22N, R4E.  PERMISSION
 SY2389'FOR THE STATION WAS OBTAINED FROM MR. ROY OKAMOTO, 8TH FLOOR
 SY2389'1015 3RD AVE, SEATTLE.  TELEPHONE NUMBER 583-5890, SEATTLE WATER
 SY2389'DISTRICT ENGINEERING DEPT.
 SY2389'
 SY2389'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND
 SY2389'STATE HIGHWAY 516, ABOUT 2 MILES WEST OF KENT, GO EAST ON STATE
 SY2389'HIGHWAY 516 FOR 0.25 MILE TO MILITARY ROAD, TURN RIGHT AND GO
 SY2389'SOUTH ON MILITARY ROAD FOR 0.5 MILE TO STATION ON THE
 SY2389'LEFT.  CONTINUE SOUTH ON MILITARY ROAD FOR 0.25 MILE TO KING
 SY2389'COUNTY STATION MARK FM 27 ON THE LEFT.
 SY2389'
 SY2389'THE STATION MARK IS A STANDARD DISK STAMPED CHARLIE 1973, SET IN
 SY2389'THE TOP OF A ROUND 12-INCH CONCRETE POST WHICH IS FLUSH WITH THE
 SY2389'GROUND SURFACE.  IT IS 44.5 FEET NORTH-NORTHEAST OF THE SOUTHWEST
 SY2389'FENCE CORNER, 41 FEET EAST OF THE CENTERLINE OF MILITARY ROAD,
 SY2389'15.0 FEET SOUTHEAST OF THE NORTHWEST FENCE CORNER AND 13.8 FEET
 SY2389'NORTHWEST OF THE NORTHWEST CORNER OF THE PUMP HOUSE.
 SY2389'
 SY2389'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHARLIE NO 1 1973,
 SY2389'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS FLUSH
 SY2389'WITH THE GROUND SURFACE.  IT IS 26 FEET EAST OF THE CENTERLINE OF
 SY2389'MILITARY ROAD, 25.5 FEET SOUTH OF A POWER LINE POLE WITH
 SY2389'TRANSFORMERS ATTACHED THAT CONTROLS A TRAFFIC LIGHT AND 3.5 FEET
 SY2389'EAST OF A STREET SIGN WHICH READS S 244TH ST KENT W.
 SY2389'
 SY2389'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHARLIE NO 2 1973,
 SY2389'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS FLUSH WITH
 SY2389'THE GROUND SURFACE.  IT IS 76 FEET NORTH-NORTHWEST OF THE NORTHWEST
 SY2389'FENCE CORNER, 36-1/2 FEET SOUTH OF A FIRE HYDRANT AND 25-1/2 FEET
 SY2389'EAST OF THE CENTERLINE OF MILITARY ROAD.
 SY2389'
 SY2389'FM 27 K CO IS A KING COUNTY SURVEY STATION MARK DISK STAMPED
 SY2389'FM-27 1972, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST WHICH
 SY2389'IS FLUSH WITH THE TOP OF THE SIDEWALK.  IT IS 72.5 FEET NORTH OF A
 SY2389'STREET SIGN WHICH READS S 247TH ST KENT W, 24 FEET EAST OF THE
 SY2389'CENTERLINE OF MILITARY ROAD, 2.0 FEET EAST OF THE EDGE OF A
 SY2389'CONCRETE CURB AND 1.0 FEET WEST OF THE WEST EDGE OF THE
 SY2389'SIDEWALK.
 SY2389'
 SY2389'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 SY2389
 SY2389                          STATION RECOVERY (1987)
 SY2389
 SY2389'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY2389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2644 ***********************************************************************
 SC2644  DESIGNATION -  CHARLIES CREEK DIKE LIGHT 38
 SC2644  PID         -  SC2644
 SC2644  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2644  USGS QUAD   -  ABERDEEN (1994)
 SC2644
 SC2644                         *CURRENT SURVEY CONTROL
 SC2644  ___________________________________________________________________
 SC2644* NAD 83(1991)-  46 57 21.82822(N)    123 50 39.58265(W)     ADJUSTED  
 SC2644* NAVD 88     -                                                        
 SC2644  ___________________________________________________________________
 SC2644  LAPLACE CORR-          11.91  (seconds)                    DEFLEC99
 SC2644  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 SC2644
 SC2644  HORZ ORDER  -  THIRD
 SC2644
 SC2644.The horizontal coordinates were established by classical geodetic methods
 SC2644.and adjusted by the National Geodetic Survey in December 1991..
 SC2644
 SC2644
 SC2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2644
 SC2644.The geoid height was determined by GEOID03.
 SC2644
 SC2644;                    North         East     Units Scale Factor Converg.
 SC2644;SPC WA S     -   185,764.559   245,527.989   MT  0.99993554   -2 25 45.5
 SC2644;SPC WA S     -   609,462.56    805,536.41   sFT  0.99993554   -2 25 45.5
 SC2644;UTM  10      - 5,200,627.566   435,756.992   MT  0.99965072   -0 37 01.5
 SC2644
 SC2644                          SUPERSEDED SURVEY CONTROL
 SC2644
 SC2644  NAD 83(1986)-  46 57 21.82371(N)    123 50 39.58215(W) AD(       ) 4
 SC2644  NAD 27      -  46 57 22.49600(N)    123 50 34.97100(W) AD(       ) 3
 SC2644
 SC2644.Superseded values are not recommended for survey control.
 SC2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2644.See file dsdata.txt to determine how the superseded data were derived.
 SC2644
 SC2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3575700628(NAD 83)
 SC2644
 SC2644  HISTORY     - Date     Condition        Report By
 SC2644  HISTORY     - 1952     MONUMENTED       CGS
 SC2644
 SC2644                          STATION DESCRIPTION
 SC2644
 SC2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2644'AT ABERDEEN, IN GRAYS HARBOR, ABOUT 1/4 MILE NORTH OF THE MOUTH OF
 SC2644'CHARLEY CREEK.
 SC2644'
 SC2644'DESCRIBED IN THE 1952 LIGHT LIST AS FOLLOWS--NO. 1718, CHARLIES
 SC2644'CREEK DIKE LIGHT 38, IN 11 FEET OF WATER, 21 FEET HIGH.  A WHITE
 SC2644'CONICAL HOUSE WITH RED TRIANGLE ON DOLPHIN.  ESTABLISHED 1935,
 SC2644'REBUILT 1942.  THE STRUCTURE IS NUMBERED 38.
 SC2644'
 SC2644'THE STATION IS THE CENTER OF THE LIGHT ON TOP OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3249 ***********************************************************************
 SY3249  DESIGNATION -  CHAS
 SY3249  PID         -  SY3249
 SY3249  STATE/COUNTY-  WA/THURSTON
 SY3249  USGS QUAD   -  TUMWATER (1994)
 SY3249
 SY3249                         *CURRENT SURVEY CONTROL
 SY3249  ___________________________________________________________________
 SY3249* NAD 83(1991)-  47 06 28.82469(N)    122 55 29.06314(W)     ADJUSTED  
 SY3249* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3249  ___________________________________________________________________
 SY3249  LAPLACE CORR-          -8.89  (seconds)                    DEFLEC99
 SY3249  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SY3249
 SY3249  HORZ ORDER  -  THIRD
 SY3249
 SY3249.The horizontal coordinates were established by classical geodetic methods
 SY3249.and adjusted by the National Geodetic Survey in December 1991..
 SY3249
 SY3249.The orthometric height was scaled from a topographic map.
 SY3249
 SY3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3249
 SY3249.The geoid height was determined by GEOID03.
 SY3249
 SY3249;                    North         East     Units Scale Factor Converg.
 SY3249;SPC WA S     -   200,088.363   315,992.995   MT  0.99995625   -1 45 40.8
 SY3249;SPC WA S     -   656,456.57  1,036,720.35   sFT  0.99995625   -1 45 40.8
 SY3249;UTM  10      - 5,217,169.382   505,710.162   MT  0.99960040   +0 03 18.5
 SY3249
 SY3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3249!SPC WA S     -   1.00000308  x   0.99995625  =   0.99995933
 SY3249!UTM  10      -   1.00000308  x   0.99960040  =   0.99960348
 SY3249
 SY3249:                Primary Azimuth Mark                     Grid Az
 SY3249:SPC WA S     -  BUD                                      038 41 57.2
 SY3249:UTM  10      -  BUD                                      036 52 57.9
 SY3249
 SY3249|---------------------------------------------------------------------|
 SY3249| PID    Reference Object                     Distance      Geod. Az  |
 SY3249|                                                           dddmmss.s |
 SY3249| SY3362 BUD                                 APPROX. 2.7 KM 0365616.4 |
 SY3249| CE3446 CHAS RM 1                            17.393 METERS 22427     |
 SY3249| CE3447 CHAS RM 2                            17.430 METERS 29821     |
 SY3249|---------------------------------------------------------------------|
 SY3249
 SY3249                          SUPERSEDED SURVEY CONTROL
 SY3249
 SY3249  NAD 83(1986)-  47 06 28.82243(N)    122 55 29.07258(W) AD(       ) 3
 SY3249  NAD 27      -  47 06 29.47700(N)    122 55 24.56200(W) AD(       ) 3
 SY3249
 SY3249.Superseded values are not recommended for survey control.
 SY3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3249.See file dsdata.txt to determine how the superseded data were derived.
 SY3249
 SY3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0571017169(NAD 83)
 SY3249_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3249
 SY3249  HISTORY     - Date     Condition        Report By
 SY3249  HISTORY     - 1924     MONUMENTED       CGS
 SY3249  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3249  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SY3249  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SY3249  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY3249
 SY3249                          STATION DESCRIPTION
 SY3249
 SY3249'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3249'ON THE MAINLAND AT BUDD INLET ON THE OPPOSITE SHORE OF WHICH
 SY3249'OLYMPIA IS ON.  IT IS THE SECOND POINT N OF BUTLERS COVE AND
 SY3249'FACES WEPUSEC INLET.  THE STATION IS ON THE BEACH AND IS COVERED
 SY3249'BY 2 INCHES OF WATER AT HIGH TIDE.
 SY3249'
 SY3249'STATION MARK AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS
 SY3249'SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY3249'
 SY3249'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK IN A BOULDER AS
 SY3249'DESCRIBED IN NOTE 12C.
 SY3249'
 SY3249'REFERENCE NO.1 IS ON THE EDGE OF THE WOODS AT THE OUTLET OF A
 SY3249'SMALL BROOK LEADING FROM A VALLEY RUNNING DOWN TO THE BEACH.
 SY3249'
 SY3249'REFERENCE MARK NO.2 IS AT THE FOOT OF SOME BLUE CLAY NW OF THE
 SY3249'STATION.
 SY3249'
 SY3249'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3249
 SY3249                          STATION RECOVERY (1936)
 SY3249
 SY3249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3249'STATION WAS FOUND ON W SHORE OF BUDD INLET ON THE SECOND POINT N
 SY3249'OF BUTLERS COVE OPPOSITE WEPUSEC INLET.  THE MARK IS LOCATED ABOUT
 SY3249'17 METERS OFF SHORE FROM HIGH-WATER LINE AND IS 15 FEET TO
 SY3249'NORTHWARD OF SMALL STREAM.  MARK COVERS AT HIGH WATER.
 SY3249'
 SY3249'REFERENCE MARK NO.1 WAS RECOVERED AS DESCRIBED.  DESCRIPTION
 SY3249'ADEQUATE.
 SY3249'
 SY3249'REFERENCE MARK NO.2 LOST UNDER DIRT SLIDE.
 SY3249
 SY3249                          STATION RECOVERY (1958)
 SY3249
 SY3249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JDS)
 SY3249'STATION FOUND LYING ON THE BEACH.
 SY3249'
 SY3249'BOTH REFERENCE MARKS ARE BURIED UNDER LAWNS, BULKHEADS AND
 SY3249'OTHER IMPROVEMENTS BY PROPERTY OWNERS.  CAN ONLY BE RELOCATED FROM
 SY3249'OTHER STATIONS.
 SY3249
 SY3249                          STATION RECOVERY (1975)
 SY3249
 SY3249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 SY3249'NO MARKS FOUND.  IT IS BELIEVED THE STATION WAS IN THE VICINITY
 SY3249'OF THE MARK ADAMS AND GERNEY RICHARDSON RESIDENCES.  MR. RICHARDSON,
 SY3249'SOUTHERN HOUSE, DOES NOT RECALL EVER SEEING ANY OF THE MARKS,
 SY3249'ALTHOUGH MRS. ADAMS THINKS SHE HAS SEEN ONE.
 SY3249'
 SY3249'TO REACH THE AREA OF THE STATION.  FROM THE INTERSECTION OF
 SY3249'COOPER PT. RD. AND 52ND AVE, (OR LITTLE COVER ROAD), GO EAST ON
 SY3249'52ND AVE. FOR 0.3 MILE, KEEP LEFT FORK 0.2 MILE TO A CROSSROAD,
 SY3249'CONTINUE STRAIGHT AHEAD 0.05 MILE TO THE HOUSES AND THE VICINITY
 SY3249'OF THE STATION.
 SY3249'
 SY3249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3249'5 MILES NORTH OF OLYMPIA.
 SY3249
 SY3249                          STATION RECOVERY (1987)
 SY3249
 SY3249'RECOVERY NOTE BY US POWER SQUADRON 1987 (KAS)
 SY3249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1926 ***********************************************************************
 TR1926  DESIGNATION -  CHAS 1939
 TR1926  PID         -  TR1926
 TR1926  STATE/COUNTY-  WA/SKAGIT
 TR1926  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1926
 TR1926                         *CURRENT SURVEY CONTROL
 TR1926  ___________________________________________________________________
 TR1926* NAD 83(1991)-  48 33 05.75541(N)    122 35 02.40974(W)     ADJUSTED  
 TR1926* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1926  ___________________________________________________________________
 TR1926  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 TR1926  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 TR1926
 TR1926  HORZ ORDER  -  THIRD
 TR1926
 TR1926.The horizontal coordinates were established by classical geodetic methods
 TR1926.and adjusted by the National Geodetic Survey in December 1991..
 TR1926
 TR1926.The orthometric height was scaled from a topographic map.
 TR1926
 TR1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1926
 TR1926.The geoid height was determined by GEOID03.
 TR1926
 TR1926;                    North         East     Units Scale Factor Converg.
 TR1926;SPC WA N     -   173,984.285   370,769.330   MT  0.99997090   -1 18 12.3
 TR1926;SPC WA N     -   570,813.44  1,216,432.38   sFT  0.99997090   -1 18 12.3
 TR1926;UTM  10      - 5,377,694.623   530,699.256   MT  0.99961158   +0 18 42.5
 TR1926
 TR1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1926!SPC WA N     -   1.00000294  x   0.99997090  =   0.99997384
 TR1926!UTM  10      -   1.00000294  x   0.99961158  =   0.99961452
 TR1926
 TR1926                          SUPERSEDED SURVEY CONTROL
 TR1926
 TR1926  NAD 83(1986)-  48 33 05.75953(N)    122 35 02.41507(W) AD(       ) 3
 TR1926  NAD 27      -  48 33 06.37200(N)    122 34 57.80300(W) AD(       ) 3
 TR1926
 TR1926.Superseded values are not recommended for survey control.
 TR1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1926.See file dsdata.txt to determine how the superseded data were derived.
 TR1926
 TR1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3069977695(NAD 83)
 TR1926_MARKER: Z = SEE DESCRIPTION
 TR1926_SETTING: 0 = UNSPECIFIED SETTING
 TR1926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1926
 TR1926  HISTORY     - Date     Condition        Report By
 TR1926  HISTORY     - 1939     MONUMENTED       CGS
 TR1926  HISTORY     - 1955     MARK NOT FOUND   CGS
 TR1926
 TR1926                          STATION DESCRIPTION
 TR1926
 TR1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1926'ON THE E SHORE OF GUEMES ISLAND, ABOUT 1/4 MILE NW OF BOAT HARBOR,
 TR1926'AND ON THE SECOND POINT, N OF BOAT HARBOR, ABOUT 10 FEET ABOVE HIGH
 TR1926'WATER, A ROCK DRILL DRIVEN AND CEMENTED INTO A CREVICE IN THE ROCK.
 TR1926
 TR1926                          STATION RECOVERY (1955)
 TR1926
 TR1926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1926'STATION WAS NOT FOUND AFTER A 50 MINUTE SEARCH BY TWO MEN.  STATION
 TR1926'BELIEVED TO BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2640 ***********************************************************************
 SC2640  DESIGNATION -  CHEHALIS 1911
 SC2640  PID         -  SC2640
 SC2640  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2640  USGS QUAD   -  ABERDEEN (1994)
 SC2640
 SC2640                         *CURRENT SURVEY CONTROL
 SC2640  ___________________________________________________________________
 SC2640* NAD 83(1991)-  46 57 31.78386(N)    123 49 13.88120(W)     ADJUSTED  
 SC2640* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC2640  ___________________________________________________________________
 SC2640  LAPLACE CORR-          11.30  (seconds)                    DEFLEC99
 SC2640  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SC2640
 SC2640  HORZ ORDER  -  THIRD
 SC2640
 SC2640.The horizontal coordinates were established by classical geodetic methods
 SC2640.and adjusted by the National Geodetic Survey in December 1991..
 SC2640
 SC2640.The orthometric height was scaled from a topographic map.
 SC2640
 SC2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2640
 SC2640.The geoid height was determined by GEOID03.
 SC2640
 SC2640;                    North         East     Units Scale Factor Converg.
 SC2640;SPC WA S     -   185,995.173   247,351.263   MT  0.99993585   -2 24 43.2
 SC2640;SPC WA S     -   610,219.16    811,518.27   sFT  0.99993585   -2 24 43.2
 SC2640;UTM  10      - 5,200,915.643   437,571.540   MT  0.99964790   -0 35 59.0
 SC2640
 SC2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2640!SPC WA S     -   1.00000332  x   0.99993585  =   0.99993917
 SC2640!UTM  10      -   1.00000332  x   0.99964790  =   0.99965122
 SC2640
 SC2640:                Primary Azimuth Mark                     Grid Az
 SC2640:SPC WA S     -  IN TOWN TANK                             009 03 39.7
 SC2640:UTM  10      -  IN TOWN TANK                             007 14 55.5
 SC2640
 SC2640|---------------------------------------------------------------------|
 SC2640| PID    Reference Object                     Distance      Geod. Az  |
 SC2640|                                                           dddmmss.s |
 SC2640| SC2622 IN TOWN TANK                        APPROX. 1.5 KM 0063856.5 |
 SC2640| SC2607 BURNER A AND M                      APPROX. 1.5 KM 0174016.5 |
 SC2640| SC2667 U DRUGS                             APPROX. 2.5 KM 0270506.5 |
 SC2640| SC2613 BURNER E                            APPROX. 2.1 KM 0271706.5 |
 SC2640| SC2661 STACK                               APPROX. 0.7 KM 0340156.4 |
 SC2640| SC2584 BURNER F                            APPROX. 2.4 KM 0344836.5 |
 SC2640| SC2630 DRUMMOND 1910                       APPROX. 2.7 KM 2502851.2 |
 SC2640| SC2619 EAST END OF JETTY LIGHT             APPROX. 2.1 KM 2644142.5 |
 SC2640| SC2658 WEST END OF JETTY LIGHT             APPROX. 3.3 KM 2805140.6 |
 SC2640| SC2653 TANK WITH SPIRE                     APPROX. 1.1 KM 2984652.0 |
 SC2640| SC2654 TANK WITH COVER                     APPROX. 1.0 KM 3122029.9 |
 SC2640|---------------------------------------------------------------------|
 SC2640
 SC2640                          SUPERSEDED SURVEY CONTROL
 SC2640
 SC2640  NAD 83(1986)-  46 57 31.77956(N)    123 49 13.88076(W) AD(       ) 3
 SC2640  NAD 27      -  46 57 32.46100(N)    123 49 09.26200(W) AD(       ) 3
 SC2640
 SC2640.Superseded values are not recommended for survey control.
 SC2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2640.See file dsdata.txt to determine how the superseded data were derived.
 SC2640
 SC2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3757200916(NAD 83)
 SC2640
 SC2640  HISTORY     - Date     Condition        Report By
 SC2640  HISTORY     - 1911     MONUMENTED       CGS
 SC2640  HISTORY     - 1935     SEE DESCRIPTION  USE
 SC2640  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2640
 SC2640                          STATION DESCRIPTION
 SC2640
 SC2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (GTR)
 SC2640'STATION IS ON THE S SIDE OF GRAYS HARBOR, AT THE MOUTH OF THE
 SC2640'CHEHALIS RIVER, JUST W OF SOUTH ABERDEEN.  IT IS ABOUT 1/2 MILE SW
 SC2640'OF HULBERT LUMBER COMPANYS WHARF, AND 300 METERS NE OF THE MOUTH OF
 SC2640'A SMALL CREEK.  THE STATION IS ON A POINT OF MARSH AT THE E END OF A
 SC2640'STRIP OF MARSH WHICH EXTENDS OUTSIDE OF THE TREE LINE FOR ABOUT 20
 SC2640'METERS.  A FEW METERS E OF THE STATION THE MARSH LINE MERGES INTO THE
 SC2640'TREE LINE.  THE STATION IS MARKED BY A 2 1/2-INCH IRON PIPE 9 FEET
 SC2640'LONG SET WITH 2 FEET PROJECTING ABOVE THE GROUND.
 SC2640'
 SC2640'REFERENCE MARK NO.1 IS A SPRUCE TREE IN THE POINT OF THE WOODS.
 SC2640'THE MARK IS THE CENTER NAIL IN A TRIANGLE OF NAILS IN A BLAZED
 SC2640'SURFACE OF THE TREE WHICH FACES THE SIGNAL.  IT IS DISTANT 90 FEET 6
 SC2640'INCHES AND BEARS N 51 DEG E MAGNETIC.
 SC2640'
 SC2640'REFERENCE MARK NO.2 IS THE CENTER NAIL IN A TRIANGLE OF NAILS IN A
 SC2640'ROUND 5-INCH POST SET WITH ABOUT 2 FEET PROJECTING ABOVE GROUND.  IT
 SC2640'IS DISTANT 40 FEET 2 INCHES AND BEARS S 75 DEG E.
 SC2640
 SC2640                          STATION RECOVERY (1935)
 SC2640
 SC2640'RECOVERY NOTE BY US ENGINEERS 1935
 SC2640'STATION COULD NOT BE FOUND.
 SC2640
 SC2640                          STATION RECOVERY (1952)
 SC2640
 SC2640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2640'A THOROUGH SEARCH WAS MADE FOR THE STATION AND REFERENCE MARKS AND
 SC2640'NONE OF THEM WERE FOUND.  THE STATION IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2595 ***********************************************************************
 SC2595  DESIGNATION -  CHEHALIS R BRI JCT CTY SPAN LT
 SC2595  PID         -  SC2595
 SC2595  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2595  USGS QUAD   -  ABERDEEN (1994)
 SC2595
 SC2595                         *CURRENT SURVEY CONTROL
 SC2595  ___________________________________________________________________
 SC2595* NAD 83(1991)-  46 58 22.22918(N)    123 46 50.88532(W)     ADJUSTED  
 SC2595* NAVD 88     -                                                        
 SC2595  ___________________________________________________________________
 SC2595  LAPLACE CORR-          11.06  (seconds)                    DEFLEC99
 SC2595  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 SC2595
 SC2595  HORZ ORDER  -  THIRD
 SC2595
 SC2595.The horizontal coordinates were established by classical geodetic methods
 SC2595.and adjusted by the National Geodetic Survey in December 1991..
 SC2595
 SC2595
 SC2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2595
 SC2595.The geoid height was determined by GEOID03.
 SC2595
 SC2595;                    North         East     Units Scale Factor Converg.
 SC2595;SPC WA S     -   187,425.040   250,436.540   MT  0.99993748   -2 22 59.4
 SC2595;SPC WA S     -   614,910.32    821,640.55   sFT  0.99993748   -2 22 59.4
 SC2595;UTM  10      - 5,202,441.924   440,609.169   MT  0.99964335   -0 34 14.9
 SC2595
 SC2595                          SUPERSEDED SURVEY CONTROL
 SC2595
 SC2595  NAD 83(1986)-  46 58 22.22586(N)    123 46 50.88402(W) AD(       ) 4
 SC2595  NAD 27      -  46 58 22.89300(N)    123 46 46.29000(W) AD(       ) 3
 SC2595
 SC2595.Superseded values are not recommended for survey control.
 SC2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2595.See file dsdata.txt to determine how the superseded data were derived.
 SC2595
 SC2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT4060902442(NAD 83)
 SC2595
 SC2595  HISTORY     - Date     Condition        Report By
 SC2595  HISTORY     - 1940     MONUMENTED       CGS
 SC2595  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2595  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2595
 SC2595                          STATION DESCRIPTION
 SC2595
 SC2595'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2595'THE LIGHT ATOP THE CENTER SPAN OF THE DRAWBRIDGE ACROSS THE
 SC2595'CHEHALIS RIVER TO JUNCTION CITY.
 SC2595
 SC2595                          STATION RECOVERY (1952)
 SC2595
 SC2595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2595'THE STATION WAS RECOVERED.  IT IS SHOWN ON PAGE 741 OF THE LIST OF
 SC2595'GEOGRAPHIC POSITIONS, BUT ON PAGE 14 OF THE LITHOGRAPH IT IS
 SC2595'SHOWN AS DRAW.
 SC2595'
 SC2595'STATION IS LOCATED AT ABERDEEN, ABOUT 1-3/4 MILES E OF THE
 SC2595'BUSINESS DISTRICT, AT THE E END OF EAST WOOD STREET IN S ABERDEEN,
 SC2595'ON A NORTHERN PACIFIC RAILWAY BRIDGE OVER CHEHALIS RIVER, AND ON
 SC2595'THE TOP OF THE CONTROL HOUSE AT THE CENTER OF THE SWING SPAN OF
 SC2595'THE BRIDGE.  THE LIGHT IS ABOUT 4 FEET ABOVE THE TOP OF THE
 SC2595'BRIDGE STRUCTURE, AND ABOUT 40 FEET ABOVE THE TRACK.
 SC2595'
 SC2595'THE BRIDGE HAS BEEN CONDEMNED AND IS NO LONGER IN USE.
 SC2595
 SC2595                          STATION RECOVERY (1957)
 SC2595
 SC2595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2595'STATION DESTROYED.  THIS BRIDGE AND ALL FEATURES PERTAINING TO IT
 SC2595'HAVE BEEN REMOVED FROM THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2587 ***********************************************************************
 SC2587  DESIGNATION -  CHEHALIS R HWY 101 BRI SPAN LT
 SC2587  PID         -  SC2587
 SC2587  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2587  USGS QUAD   -  ABERDEEN (1994)
 SC2587
 SC2587                         *CURRENT SURVEY CONTROL
 SC2587  ___________________________________________________________________
 SC2587* NAD 83(1991)-  46 58 26.35905(N)    123 48 13.49327(W)     ADJUSTED  
 SC2587* NAVD 88     -                                                        
 SC2587  ___________________________________________________________________
 SC2587  LAPLACE CORR-          10.75  (seconds)                    DEFLEC99
 SC2587  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 SC2587
 SC2587  HORZ ORDER  -  THIRD
 SC2587
 SC2587.The horizontal coordinates were established by classical geodetic methods
 SC2587.and adjusted by the National Geodetic Survey in December 1991..
 SC2587
 SC2587
 SC2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2587
 SC2587.The geoid height was determined by GEOID03.
 SC2587
 SC2587;                    North         East     Units Scale Factor Converg.
 SC2587;SPC WA S     -   187,625.309   248,697.395   MT  0.99993762   -2 23 59.4
 SC2587;SPC WA S     -   615,567.37    815,934.70   sFT  0.99993762   -2 23 59.4
 SC2587;UTM  10      - 5,202,587.050   438,865.072   MT  0.99964593   -0 35 15.3
 SC2587
 SC2587                          SUPERSEDED SURVEY CONTROL
 SC2587
 SC2587  NAD 83(1986)-  46 58 26.35541(N)    123 48 13.49252(W) AD(       ) 4
 SC2587  NAD 27      -  46 58 27.02200(N)    123 48 08.89200(W) AD(       ) 3
 SC2587
 SC2587.Superseded values are not recommended for survey control.
 SC2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2587.See file dsdata.txt to determine how the superseded data were derived.
 SC2587
 SC2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3886502587(NAD 83)
 SC2587
 SC2587  HISTORY     - Date     Condition        Report By
 SC2587  HISTORY     - 1940     MONUMENTED       CGS
 SC2587  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2587  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2587  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2587
 SC2587                          STATION DESCRIPTION
 SC2587
 SC2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2587'THE LIGHT ATOP THE CENTER SPAN OF DRAWBRIDGE ACROSS CHEHALIS RIVER
 SC2587'(U.S. HIGHWAY 101).
 SC2587
 SC2587                          STATION RECOVERY (1952)
 SC2587
 SC2587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2587'THE STATION WAS RECOVERED.  IT IS LOCATED AT ABERDEEN, ABOUT 1/2
 SC2587'MILE E OF THE BUSINESS DISTRICT, ON THE U.S. HIGHWAY 101 BRIDGE
 SC2587'ACROSS THE CHEHALIS RIVER, AND ON THE TOP OF THE CONTROL HOUSE AT
 SC2587'THE CENTER OF THE SWING SPAN OF THE BRIDGE.
 SC2587'
 SC2587'A NEW HIGHWAY BRIDGE WILL BE CONSTRUCTED IN THE NEAR FUTURE AFTER
 SC2587'WHICH THIS BRIDGE WILL BE TORN DOWN.
 SC2587'
 SC2587'IT IS SHOWN ON PAGE 741 OF THE LIST OF GEOGRAPHIC POSITIONS, BUT
 SC2587'ON PAGE 13 OF THE LITHOGRAPH IT IS SHOWN AS RAIL.
 SC2587
 SC2587                          STATION RECOVERY (1952)
 SC2587
 SC2587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2587'RECOVERED.
 SC2587'
 SC2587'LISTED AS ABOVE ON PAGE 14 OF LIST OF GEOGRAPHIC
 SC2587'POSITIONS.  DESCRIBED ON PAGE 14 OF LIST OF DESCRIPTIONS NO. 634
 SC2587'UNDER THE NAME DRAW.
 SC2587'
 SC2587'AT ABERDEEN, ABOUT 1-3/4 MILES EAST OF THE BUSINESS DISTRICT, AT
 SC2587'THE EAST END OF EAST WOOD STREET IN SOUTH ABERDEEN, ON A NORTHERN
 SC2587'PACIFIC RAILWAY BRIDGE ACROSS THE CHEHALIS RIVER, ON TOP OF THE
 SC2587'CONTROL HOUSE AT THE CENTER OF THE SWING SPAN OF THE BRIDGE.  THE
 SC2587'LIGHT IS ABOUT 4 FEET ABOVE THE TOP OF THE BRIDGE STRUCTURE AND
 SC2587'ABOUT 40 FEET ABOVE THE TRACK.
 SC2587'
 SC2587'THE BRIDGE HAS BEEN CONDEMNED AND IS NO LONGER IN USE.
 SC2587
 SC2587                          STATION RECOVERY (1957)
 SC2587
 SC2587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2587'STATION DESTROYED.  THIS BRIDGE HAS BEEN REMOVED.  A FOUR-LANE
 SC2587'BRIDGE HAS BEEN BUILT TO REPLACE THIS ONE AND IS LOCATED
 SC2587'APPROXIMATELY 1/4 MI. DOWNSTREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2614 ***********************************************************************
 SC2614  DESIGNATION -  CHEHALIS RIVER RANGE 1 REAR LT
 SC2614  PID         -  SC2614
 SC2614  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2614  USGS QUAD   -  ABERDEEN (1994)
 SC2614
 SC2614                         *CURRENT SURVEY CONTROL
 SC2614  ___________________________________________________________________
 SC2614* NAD 83(1991)-  46 58 43.86368(N)    123 46 56.93401(W)     ADJUSTED  
 SC2614* NAVD 88     -                                                        
 SC2614  ___________________________________________________________________
 SC2614  LAPLACE CORR-          11.07  (seconds)                    DEFLEC99
 SC2614  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 SC2614
 SC2614  HORZ ORDER  -  THIRD
 SC2614
 SC2614.The horizontal coordinates were established by classical geodetic methods
 SC2614.and adjusted by the National Geodetic Survey in December 1991..
 SC2614
 SC2614
 SC2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2614
 SC2614.The geoid height was determined by GEOID03.
 SC2614
 SC2614;                    North         East     Units Scale Factor Converg.
 SC2614;SPC WA S     -   188,097.825   250,336.598   MT  0.99993819   -2 23 03.8
 SC2614;SPC WA S     -   617,117.61    821,312.66   sFT  0.99993819   -2 23 03.8
 SC2614;UTM  10      - 5,203,111.015   440,488.036   MT  0.99964353   -0 34 19.5
 SC2614
 SC2614                          SUPERSEDED SURVEY CONTROL
 SC2614
 SC2614  NAD 83(1986)-  46 58 43.86044(N)    123 46 56.93304(W) AD(       ) 4
 SC2614  NAD 27      -  46 58 44.52600(N)    123 46 52.33900(W) AD(       ) 3
 SC2614
 SC2614.Superseded values are not recommended for survey control.
 SC2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2614.See file dsdata.txt to determine how the superseded data were derived.
 SC2614
 SC2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT4048803111(NAD 83)
 SC2614
 SC2614  HISTORY     - Date     Condition        Report By
 SC2614  HISTORY     - 1952     MONUMENTED       CGS
 SC2614
 SC2614                          STATION DESCRIPTION
 SC2614
 SC2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2614'AT ABERDEEN, IN THE EASTERN PART OF TOWN, ABOUT 1 MILE EAST OF
 SC2614'THE HIGHWAY BRIDGE OVER THE CHEHALIS RIVER, ON THE NORTH SIDE
 SC2614'OF THE RIVER, AT A STANDARD OIL CO. BULK STATION, ON THE SOUTH
 SC2614'(OUTSIDE) SIDE OF A DIKE AROUND GASOLINE STORAGE TANKS, ON
 SC2614'TOP OF A PLATFORM ON PILES ABOUT 15 FEET HIGH.  THE LIGHT IS
 SC2614'VISIBLE ON RANGE ONLY.  THE STATION IS THE CENTER OF THE LIGHT
 SC2614'HOUSING.
 SC2614'
 SC2614'DESCRIBED IN THE 1952 LIGHT LIST AS FOLLOWS--NO. 1709,
 SC2614'CHEHALIS RIVER RANGE 1 REAR LIGHT, 25 FEET ABOVE THE WATER, A
 SC2614'WHITE DIAMOND DAYMARK WITH RED VERTICAL STRIPE ON FRAME
 SC2614'STRUCTURE.  ESTABLISHED 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2638 ***********************************************************************
 SC2638  DESIGNATION -  CHEHALIS RIVER RNG 1 FRONT LT
 SC2638  PID         -  SC2638
 SC2638  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2638  USGS QUAD   -  ABERDEEN (1994)
 SC2638
 SC2638                         *CURRENT SURVEY CONTROL
 SC2638  ___________________________________________________________________
 SC2638* NAD 83(1991)-  46 58 40.05200(N)    123 46 55.68145(W)     ADJUSTED  
 SC2638* NAVD 88     -                                                        
 SC2638  ___________________________________________________________________
 SC2638  LAPLACE CORR-          11.06  (seconds)                    DEFLEC99
 SC2638  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 SC2638
 SC2638  HORZ ORDER  -  THIRD
 SC2638
 SC2638.The horizontal coordinates were established by classical geodetic methods
 SC2638.and adjusted by the National Geodetic Survey in December 1991..
 SC2638
 SC2638
 SC2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2638
 SC2638.The geoid height was determined by GEOID03.
 SC2638
 SC2638;                    North         East     Units Scale Factor Converg.
 SC2638;SPC WA S     -   187,979.125   250,358.150   MT  0.99993807   -2 23 02.9
 SC2638;SPC WA S     -   616,728.18    821,383.36   sFT  0.99993807   -2 23 02.9
 SC2638;UTM  10      - 5,202,993.091   440,513.323   MT  0.99964349   -0 34 18.6
 SC2638
 SC2638                          SUPERSEDED SURVEY CONTROL
 SC2638
 SC2638  NAD 83(1986)-  46 58 40.04876(N)    123 46 55.68047(W) AD(       ) 4
 SC2638  NAD 27      -  46 58 40.71600(N)    123 46 51.09500(W) AD(       ) 3
 SC2638
 SC2638.Superseded values are not recommended for survey control.
 SC2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2638.See file dsdata.txt to determine how the superseded data were derived.
 SC2638
 SC2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT4051302993(NAD 83)
 SC2638
 SC2638  HISTORY     - Date     Condition        Report By
 SC2638  HISTORY     - 1952     MONUMENTED       CGS
 SC2638
 SC2638                          STATION DESCRIPTION
 SC2638
 SC2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2638'AT ABERDEEN, IN THE EASTERN PART OF TOWN, ABOUT 1 MILE EAST OF THE
 SC2638'HIGHWAY BRIDGE OVER THE CHEHALIS RIVER, AT THE MOUTH OF ELLIOTT
 SC2638'SLOUGH, IN THE CHEHALIS RIVER AND ON TOP OF A PLATFORM ON
 SC2638'PILES.  THE LIGHT IS VISIBLE ON RANGE ONLY.  THE STATION IS THE
 SC2638'CENTER OF THE LIGHT HOUSING.
 SC2638'
 SC2638'DESCRIBED IN THE 1952 LIGHT LIST AS FOLLOWS--NO. 1708, CHEHALIS
 SC2638'RIVER RANGE 1 FRONT LIGHT, IN 20 FEET OF WATER, 17 FEET HIGH, A
 SC2638'WHITE SQUARE DAYMARK WITH RED VERTICAL STRIPE ON
 SC2638'DOLPHIN.  ESTABLISHED 1947, REBUILT 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1103 ***********************************************************************
 SX1103  DESIGNATION -  CHELAN BUTTE LOT
 SX1103  PID         -  SX1103
 SX1103  STATE/COUNTY-  WA/CHELAN
 SX1103  USGS QUAD   -  CHELAN (1987)
 SX1103
 SX1103                         *CURRENT SURVEY CONTROL
 SX1103  ___________________________________________________________________
 SX1103* NAD 83(1991)-  47 48 25.18541(N)    120 02 02.82752(W)     ADJUSTED  
 SX1103* NAVD 88     -      1170.2    (meters)    3839.     (feet)  VERTCON   
 SX1103  ___________________________________________________________________
 SX1103  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 SX1103  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 SX1103
 SX1103  HORZ ORDER  -  FIRST
 SX1103
 SX1103.The horizontal coordinates were established by classical geodetic methods
 SX1103.and adjusted by the National Geodetic Survey in December 1991..
 SX1103
 SX1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1103
 SX1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1103
 SX1103.The geoid height was determined by GEOID03.
 SX1103
 SX1103;                    North         East     Units Scale Factor Converg.
 SX1103;SPC WA N     -    90,034.070   559,860.131   MT  0.99995690   +0 35 42.1
 SX1103;SPC WA N     -   295,386.78  1,836,807.78   sFT  0.99995690   +0 35 42.1
 SX1103;UTM  10      - 5,299,108.897   722,055.739   MT  1.00020595   +2 11 53.8
 SX1103;UTM  11      - 5,299,307.251   272,835.773   MT  1.00023416   -2 14 56.0
 SX1103
 SX1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1103!SPC WA N     -   0.99981962  x   0.99995690  =   0.99977653
 SX1103!UTM  10      -   0.99981962  x   1.00020595  =   1.00002553
 SX1103!UTM  11      -   0.99981962  x   1.00023416  =   1.00005374
 SX1103
 SX1103:                Primary Azimuth Mark                     Grid Az
 SX1103:SPC WA N     -  CHELAN BUTTE LOT AZ MK                   008 49 21.7
 SX1103:UTM  10      -  CHELAN BUTTE LOT AZ MK                   007 13 10.0
 SX1103:UTM  11      -  CHELAN BUTTE LOT AZ MK                   011 39 59.8
 SX1103
 SX1103|---------------------------------------------------------------------|
 SX1103| PID    Reference Object                     Distance      Geod. Az  |
 SX1103|                                                           dddmmss.s |
 SX1103| CF1205 CHELAN BUTTE LOT AZ MK                             0092503.8 |
 SX1103| CF1206 CHELAN BUTTE LOT RM 1                 7.758 METERS 10451     |
 SX1103| CF1207 CHELAN BUTTE LOT RM 2                 3.852 METERS 18329     |
 SX1103| SX1106 WATERVILLE MUNICIPAL TANK           APPROX.19.2 KM 1874853.2 |
 SX1103| SX1112 CHUMSTICK FOREST SERVICE LOH        APPROX.35.8 KM 2410444.4 |
 SX1103| SX1192 SUGARLOAF LOOKOUT HOUSE             APPROX.37.4 KM 2613822.2 |
 SX1103|---------------------------------------------------------------------|
 SX1103
 SX1103                          SUPERSEDED SURVEY CONTROL
 SX1103
 SX1103  NAD 83(1986)-  47 48 25.18834(N)    120 02 02.81436(W) AD(       ) 1
 SX1103  NAD 27      -  47 48 25.70000(N)    120 01 58.55700(W) AD(       ) 1
 SX1103  NGVD 29 (07/19/86) 1169.0    (m)         3835.     (f) VERT ANG       
 SX1103
 SX1103.Superseded values are not recommended for survey control.
 SX1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1103.See file dsdata.txt to determine how the superseded data were derived.
 SX1103
 SX1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT2205699109(NAD 83)
 SX1103_MARKER: Z = SEE DESCRIPTION
 SX1103_SETTING: 66 = SET IN ROCK OUTCROP
 SX1103
 SX1103  HISTORY     - Date     Condition        Report By
 SX1103  HISTORY     - 1940     MONUMENTED       USGS
 SX1103  HISTORY     - 1941     GOOD             CGS
 SX1103  HISTORY     - 1950     GOOD             CGS
 SX1103  HISTORY     - 1967     GOOD             WAA
 SX1103
 SX1103                          STATION DESCRIPTION
 SX1103
 SX1103'DESCRIBED BY US GEOLOGICAL SURVEY 1940 (ANS)
 SX1103'STATION IS A U.S. GEOLOGICAL SURVEY TRIANGULATION STATION AND IS
 SX1103'LOCATED IN CHELAN COUNTY, ON THE HIGHEST PART OF CHELAN BUTTE.  IT IS
 SX1103'IN THE FORKS OF LAKE CHELAN AND THE COLUMBIA RIVER, 3 MILES SW OF
 SX1103'THE TOWN OF CHELAN.  NO UNDERGROUND MARK WAS SET.
 SX1103'
 SX1103'THE STATION IS A BRASS PLUG, SET IN THE TOP OF A BOULDER ABOUT 3 BY
 SX1103'7 FEET IN SIZE, THE TOP OF WHICH PROJECTS ABOUT 1 FOOT.  THE STATION
 SX1103'IS CENTERED DIRECTLY BENEATH THE CHELAN BUTTE LOOKOUT.
 SX1103'
 SX1103'REFERENCE MARK NO.1, A STANDARD U.S.C. AND G.S. DISK, IS ABOUT 1 FOOT
 SX1103'HIGHER THAN THE STATION, SET IN THE TOP OF A BOULDER ABOUT 4 BY 8
 SX1103'FEET IN SIZE.  IT IS STAMPED CHELAN BUTTE (U.S.G.S.) NO.1, 1940.
 SX1103'
 SX1103'REFERENCE MARK NO.2, A STANDARD U.S.C. AND G.S. DISK, IS ABOUT 1 FOOT
 SX1103'LOWER THAN THE STATION, SET IN BEDROCK, 2 FEET N OF WHERE THE BUTTE
 SX1103'BREAKS SHARPLY TO THE S.  IT IS STAMPED CHELAN BUTTE (U.S.G.S.)
 SX1103'NO.2, 1940.
 SX1103'
 SX1103'THE AZIMUTH MARK, A STANDARD U.S.C. AND G.S. DISK, IS 12 PACES E OF
 SX1103'A TRAIL, ON A RIDGE EXTENDING FROM THE STATION TO THE NE.  IT IS ON
 SX1103'THE E EDGE OF THE WIDEST PART OF THE RIDGE, SET IN A MASSIVE
 SX1103'BOULDER.  IT IS STAMPED CHELAN BUTTE (U.S.G.S.) 1940.
 SX1103'
 SX1103'TO REACH THE AZIMUTH MARK, FOLLOW TRAIL NE ALONG RIDGE FOR 0.2 MILE
 SX1103'TO MARK ON THE RIGHT.
 SX1103'
 SX1103'TO REACH THE STATION FROM CHELAN, GO SW ON U.S. HIGHWAY 97 FOR 1.7
 SX1103'MILES TO LAKESIDE.  CONTINUE W ON U.S. HIGHWAY 97 FOR 0.1 MILE TO A
 SX1103'DIRT ROAD LEADING S.  TURN S, RIGHT, AND GO 1.3 MILES TO A FORKS.
 SX1103'TAKE RIGHT FORK, S, AND GO UP THE CANYON FOR 0.4 MILE TO ANOTHER
 SX1103'FORKS.  TAKE RIGHT FORK AND CONTINUE S FOR 0.7 MILE.  TAKE RIGHT
 SX1103'FORK, LEADING TO THE W AND GO 0.7 MILE.  TURN LEFT, AND GO E FOR 1.5
 SX1103'MILES TO TOP OF BUTTE AND STATION.
 SX1103
 SX1103                          STATION RECOVERY (1941)
 SX1103
 SX1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SX1103'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED AND FOUND TO BE
 SX1103'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION WAS NOT AT HAND AT THE
 SX1103'TIME THE STATION WAS RECOVERED.  IT WAS FOUND WITH THE AID OF
 SX1103'FOREST SERVICE MAPS, AND INFORMATION OBTAINED FROM INHABITANTS OF
 SX1103'THE LOCALITY.
 SX1103'
 SX1103'LOCATED ABOUT 3.5 MILES S OF CHELAN.  2.5 MILES S OF U.S. HIGHWAY
 SX1103'97.  3 MILES S OF THE N SHORE OF LAKE CHELAN.  2.5 MILES W OF THE
 SX1103'COLUMBIA RIVER.  2.5 MILES S OF LAKESIDE.  ON THE HIGHEST POINT OF
 SX1103'CHELAN BUTTE, A PROMINENT POINT WHICH LIES IN THE V FORMED BY THE
 SX1103'COLUMBIA RIVER AND LAKE CHELAN.  THE STATION IS DIRECTLY UNDER THE
 SX1103'CENTER OF CHELAN BUTTE LOOKOUT TOWER, A 50-FOOT TOWER WHICH IS
 SX1103'PLAINLY VISIBLE A CONSIDERABLE DISTANCE IN ALL DIRECTIONS.
 SX1103'
 SX1103'STATION IS A BRASS PLUG SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 SX1103'THERE ARE NO MARKINGS ON THE PLUG OR ROCK.
 SX1103'
 SX1103'REFERENCE MARK NO.1 IS A STANDARD U.S.C. AND G.S. DISK CEMENTED IN A
 SX1103'DRILL HOLE IN A BOULDER AND FLUSH WITH THE GROUND.
 SX1103'
 SX1103'REFERENCE MARK NO.2 IS A STANDARD U.S.C. AND G.S. DISK CEMENTED IN A
 SX1103'DRILL HOLE IN A BOULDER AND FLUSH WITH THE GROUND.  IT IS ABOUT 2
 SX1103'FEET LOWER IN ELEVATION THAN THE STATION.
 SX1103'
 SX1103'AZIMUTH MARK IS 5 FEET DOWN FROM THE TOP OF A RIDGE WHICH SLOPES
 SX1103'DOWN TO THE N AND THEN TURNS E.
 SX1103'
 SX1103'STATION IS REACHED FROM CHELAN BY GOING W ON U.S. HIGHWAY 97 FOR 3
 SX1103'MILES TO A UNION OIL COMPANY GASOLINE STATION, AND A SIGN AT A GRADED
 SX1103'DIRT ROAD CHELAN BUTTE L.O. LEADING LEFT, THENCE TURN LEFT ON
 SX1103'GRADED ROAD AND GO S UP GRADE FOR 1.8 MILES TO A FORKS.  THENCE
 SX1103'RIGHT FORK SOUTHERLY FOR 3.0 MILES TO THE TOP OF THE BUTTE AND
 SX1103'STATION.
 SX1103
 SX1103                          STATION RECOVERY (1950)
 SX1103
 SX1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SX1103'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 SX1103'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 SX1103'
 SX1103'STATION IS LOCATED, AIRLINE, ABOUT 3.5 MILES SOUTH OF CHELAN, 2.5
 SX1103'MILES SOUTH OF U.S. HIGHWAY 97, 2.5 MILES WEST OF THE COLUMBIA RIVER
 SX1103'AND 3 MILES SOUTH OF THE NORTH SHORE OF LAKE CHELAN.  IT IS ON THE
 SX1103'HIGHEST POINT OF CHELAN BUTTE AND DIRECTLY UNDER THE CENTER OF CHELAN
 SX1103'BUTTE LOOKOUT TOWER, A 50 FOOT TOWER THAT IS VISIBLE FROM ALL
 SX1103'DIRECTIONS.
 SX1103'
 SX1103'STATION IS A USGS TRIANGULATION STATION.  THE MARK IS A BRASS PLUG
 SX1103'SET IN CEMENT IN OUTCROPPING BEDROCK 3 BY 7 FEET AND PROJECTING 1
 SX1103'1/2 FEET ABOVE THE GROUND.
 SX1103'
 SX1103'REFERENCE MARK NUMBER 1, STAMPED CHELAN BUTTE USGS NO 1 1940, IS A
 SX1103'STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 SX1103'BEDROCK 3 BY 5 FEET, PROJECTING 2-1/2 FEET, AND IS 15 INCHES LOWER
 SX1103'IN ELEVATION THAN THE STATION.
 SX1103'
 SX1103'REFERENCE MARK NUMBER 2, STAMPED CHELAN BUTTE USGS NO 2 1940, IS A
 SX1103'STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 SX1103'BEDROCK, PROJECTING 1-1/2 FEET, AND IS 6 INCHES LOWER IN ELEVATION
 SX1103'THAN THE STATION.
 SX1103'
 SX1103'AZIMUTH MARK, STAMPED CHELAN BUTTE USGS 1940, IS A STANDARD USC AND
 SX1103'GS DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.  IT IS 36 FEET
 SX1103'EAST OF THE TRAIL, ON THE RIDGE EXTENDING FROM THE STATION TO THE
 SX1103'NORTHEAST AND ON THE EAST EDGE OF THE WIDEST PART OF THE RIDGE.  TO
 SX1103'REACH FROM THE STATION, FOLLOW THE TRAIL NORTHEAST ALONG RIDGE FOR
 SX1103'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 SX1103'
 SX1103'THE STATION IS REACHED AS FOLLOWS--FROM THE BRIDGE OVER LAKE CHELAN
 SX1103'AT THE WEST EDGE OF THE TOWN OF CHELAN, GO WESTERLY ON U.S. HIGHWAY
 SX1103'97 FOR 1.7 MILES TO LAKESIDE.  CONTINUE WEST ON U.S. HIGHWAY 97 FOR
 SX1103'0.1 MILE.  TURN LEFT, SOUTH, ON A BLACKTOP ROAD AND GO 1.3 MILES
 SX1103'TO A FORKS.  TAKE RIGHT FORK AND FOLLOW UP THE CANYON FOR 0.4 MILE
 SX1103'TO A FORKS.  TAKE RIGHT FORK AND GO 0.7 MILE TO A FORKS.  TAKE
 SX1103'RIGHT FORK, WESTERLY, AND GO 0.7 MILE.  TURN LEFT, EASTERLY, AND
 SX1103'GO 1.5 MILES TO THE TOP OF THE HILL, THE LOOKOUT TOWER AND THE
 SX1103'STATION.
 SX1103
 SX1103                          STATION RECOVERY (1967)
 SX1103
 SX1103'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1967
 SX1103'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1277 ***********************************************************************
 SV1277  DESIGNATION -  CHENEY AIRWAY BEACON CODE W
 SV1277  PID         -  SV1277
 SV1277  STATE/COUNTY-  WA/SPOKANE
 SV1277  USGS QUAD   -  CHENEY (1980)
 SV1277
 SV1277                         *CURRENT SURVEY CONTROL
 SV1277  ___________________________________________________________________
 SV1277* NAD 83(1991)-  47 29 45.71482(N)    117 34 56.56651(W)     ADJUSTED  
 SV1277* NAVD 88     -                                                        
 SV1277  ___________________________________________________________________
 SV1277  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 SV1277  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 SV1277
 SV1277  HORZ ORDER  -  THIRD
 SV1277
 SV1277.The horizontal coordinates were established by classical geodetic methods
 SV1277.and adjusted by the National Geodetic Survey in December 1991..
 SV1277
 SV1277
 SV1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1277
 SV1277.The geoid height was determined by GEOID03.
 SV1277
 SV1277;                    North         East     Units Scale Factor Converg.
 SV1277;SPC WA N     -    60,323.178   744,884.240   MT  1.00000074   +2 25 13.4
 SV1277;SPC WA N     -   197,910.29  2,443,841.04   sFT  1.00000074   +2 25 13.4
 SV1277;UTM  11      - 5,260,453.085   456,135.756   MT  0.99962364   -0 25 45.7
 SV1277
 SV1277                          SUPERSEDED SURVEY CONTROL
 SV1277
 SV1277  NAD 83(1986)-  47 29 45.72532(N)    117 34 56.56072(W) AD(       ) 4
 SV1277  NAD 27      -  47 29 46.18400(N)    117 34 52.85800(W) AD(       ) 3
 SV1277
 SV1277.Superseded values are not recommended for survey control.
 SV1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1277.See file dsdata.txt to determine how the superseded data were derived.
 SV1277
 SV1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5613660453(NAD 83)
 SV1277_MARKER: 22 = AIRWAY BEACON
 SV1277
 SV1277  HISTORY     - Date     Condition        Report By
 SV1277  HISTORY     - 1933     FIRST OBSERVED   CGS
 SV1277
 SV1277                          STATION DESCRIPTION
 SV1277
 SV1277'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1335 ***********************************************************************
 SV1335  DESIGNATION -  CHENEY AZ MK 2
 SV1335  PID         -  SV1335
 SV1335  STATE/COUNTY-  WA/SPOKANE
 SV1335  USGS QUAD   -  FOUR LAKES (1973)
 SV1335
 SV1335                         *CURRENT SURVEY CONTROL
 SV1335  ___________________________________________________________________
 SV1335* NAD 83(1991)-  47 33 55.95299(N)    117 36 54.05019(W)     ADJUSTED  
 SV1335* NAVD 88     -       735.0    (meters)    2411.     (feet)  VERTCON   
 SV1335  ___________________________________________________________________
 SV1335  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 SV1335  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 SV1335
 SV1335  HORZ ORDER  -  THIRD
 SV1335
 SV1335.The horizontal coordinates were established by classical geodetic methods
 SV1335.and adjusted by the National Geodetic Survey in December 1991..
 SV1335.No horizontal observational check was made to the station.
 SV1335
 SV1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1335
 SV1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1335
 SV1335.The geoid height was determined by GEOID03.
 SV1335
 SV1335;                    North         East     Units Scale Factor Converg.
 SV1335;SPC WA N     -    67,941.325   742,104.336   MT  0.99998842   +2 23 46.0
 SV1335;SPC WA N     -   222,904.16  2,434,720.64   sFT  0.99998842   +2 23 46.0
 SV1335;UTM  11      - 5,268,197.162   453,738.946   MT  0.99962630   -0 27 14.1
 SV1335
 SV1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1335!SPC WA N     -   0.99988771  x   0.99998842  =   0.99987613
 SV1335!UTM  11      -   0.99988771  x   0.99962630  =   0.99951405
 SV1335
 SV1335                          SUPERSEDED SURVEY CONTROL
 SV1335
 SV1335  NAD 83(1986)-  47 33 55.96175(N)    117 36 54.04264(W) AD(       ) 3
 SV1335  NAD 27      -  47 33 56.36286(N)    117 36 50.29106(W) AD(       ) 3
 SV1335  NGVD 29 (07/19/86)  733.8    (m)         2407.     (f) VERT ANG       
 SV1335
 SV1335.Superseded values are not recommended for survey control.
 SV1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1335.See file dsdata.txt to determine how the superseded data were derived.
 SV1335
 SV1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5373968197(NAD 83)
 SV1335_MARKER: DZ = AZIMUTH MARK DISK
 SV1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1335_STAMPING: CHENEY USGS 1933 1970
 SV1335_MARK LOGO: CGS   
 SV1335_PROJECTION: FLUSH
 SV1335_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1335+STABILITY: SURFACE MOTION
 SV1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1335+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1983
 SV1335
 SV1335  HISTORY     - Date     Condition        Report By
 SV1335  HISTORY     - 1970     MONUMENTED       CGS
 SV1335  HISTORY     - 19831004 GOOD             NGS
 SV1335
 SV1335                          STATION DESCRIPTION
 SV1335
 SV1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (DAW)
 SV1335'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) SOUTHWEST OF SPOKANE,
 SV1335'8.1 KM (5.05 MI) NORTHWEST OF CHENEY, 4.8 KM (3.00 MI) SOUTHEAST OF
 SV1335'MEDICAL LAKE AND ON COUNTY ROAD RIGHT-OF-WAY. TO REACH THE STATION
 SV1335'FROM THE POST OFFICE IN CHENEY, GO SOUTH ON G STREET FOR 0.16 KM (0.10
 SV1335'MI) TO THE JUNCTION OF STATE ROUTE 904. TURN LEFT AND GO NORTHEAST ON
 SV1335'STATE ROUTE 904 FOR 8.85 KM (5.50 MI) TO A SIDE ROAD LEFT AT THE
 SV1335'SETTLEMENT OF FOUR LAKES.  TURN LEFT AND GO WEST ON THE SURFACED ROAD
 SV1335'FOR 0.32 KM (0.20 MI) TO A RAILROAD CROSSING.  CONTINUE AHEAD ON THE
 SV1335'SURFACED ROAD FOR 0.32 KM (0.20 MI) TO THE GRANITE LAKE ROAD ON THE
 SV1335'LEFT.  CONTINUE AHEAD NORTHERLY, PASSING UNDER INTERSTATE HIGHWAY 90
 SV1335'FOR 0.48 KM (0.30 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST AND
 SV1335'THEN NORTH ON THE SURFACED ROAD FOR 0.80 KM (0.50 MI) TO THE STATION
 SV1335'ON THE RIGHT. THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 SV1335'THAT IS 0.26 M (0.85 FT) IN DIAMETER AND PROJECTS 0.05 M (0.16 FT)
 SV1335'ABOVE THE GROUND SURFACE.  IT IS 40.8 M (133.9 FT) WEST OF POWER LINE
 SV1335'POLE NUMBER 8C1, 8.2 M (26.9 FT) NORTH OF THE CENTER OF THE SURFACED
 SV1335'ROAD, 0.9 M (3.0 FT) SOUTHWEST OF A WOODEN FENCE POST AND 0.3 M (1.0
 SV1335'FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1279 ***********************************************************************
 SV1279  DESIGNATION -  CHENEY EAST WASH COLL EDUC STK
 SV1279  PID         -  SV1279
 SV1279  STATE/COUNTY-  WA/SPOKANE
 SV1279  USGS QUAD   -  CHENEY (1980)
 SV1279
 SV1279                         *CURRENT SURVEY CONTROL
 SV1279  ___________________________________________________________________
 SV1279* NAD 83(1991)-  47 29 26.22387(N)    117 34 47.67794(W)     ADJUSTED  
 SV1279* NAVD 88     -                                                        
 SV1279  ___________________________________________________________________
 SV1279  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 SV1279  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 SV1279
 SV1279  HORZ ORDER  -  THIRD
 SV1279
 SV1279.The horizontal coordinates were established by classical geodetic methods
 SV1279.and adjusted by the National Geodetic Survey in December 1991..
 SV1279
 SV1279
 SV1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1279
 SV1279.The geoid height was determined by GEOID03.
 SV1279
 SV1279;                    North         East     Units Scale Factor Converg.
 SV1279;SPC WA N     -    59,729.627   745,095.555   MT  1.00000176   +2 25 20.1
 SV1279;SPC WA N     -   195,962.95  2,444,534.33   sFT  1.00000176   +2 25 20.1
 SV1279;UTM  11      - 5,259,849.990   456,317.232   MT  0.99962345   -0 25 39.0
 SV1279
 SV1279                          SUPERSEDED SURVEY CONTROL
 SV1279
 SV1279  NAD 83(1986)-  47 29 26.23206(N)    117 34 47.67110(W) AD(       ) 4
 SV1279  NAD 27      -  47 29 26.63100(N)    117 34 43.93800(W) AD(       ) 3
 SV1279
 SV1279.Superseded values are not recommended for survey control.
 SV1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1279.See file dsdata.txt to determine how the superseded data were derived.
 SV1279
 SV1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5631759850(NAD 83)
 SV1279
 SV1279  HISTORY     - Date     Condition        Report By
 SV1279  HISTORY     - 1950     MONUMENTED       CGS
 SV1279  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SV1279  HISTORY     - 1970     SEE DESCRIPTION  WAA
 SV1279
 SV1279                          STATION DESCRIPTION
 SV1279
 SV1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SV1279'THE STATION IS LOCATED ON THE GROUNDS OF THE EASTERN WASHINGTON
 SV1279'COLLEGE OF EDUCATION WHICH IS IN THE WEST PART OF CHENEY.
 SV1279'
 SV1279'THE STATION IS A CONCRETE STACK SET NEAR THE BOILER ROOM IN THE
 SV1279'APPROXIMATE CENTER OF THE CAMPUS.  THE POINT INTERSECTED WAS THE
 SV1279'CENTER AND TOP OF THE STACK WHICH IS ABOUT 100 FEET ABOVE THE
 SV1279'GROUND.
 SV1279
 SV1279                          STATION RECOVERY (1965)
 SV1279
 SV1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1279'RECOVERED AS DESCRIBED ON PAGE 34 OF BOOK NO. 995.
 SV1279'
 SV1279'IT IS A LARGE, WHITE, CONCRETE STACK WHICH SITS ON THE GROUND ON
 SV1279'THE SOUTHERN SIDE OF THE STEAM-PLANT BUILDING ON THE COLLEGE CAMPUS.
 SV1279
 SV1279                          STATION RECOVERY (1970)
 SV1279
 SV1279'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1970
 SV1279'GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1333 ***********************************************************************
 SV1333  DESIGNATION -  CHENEY RESET
 SV1333  PID         -  SV1333
 SV1333  STATE/COUNTY-  WA/SPOKANE
 SV1333  USGS QUAD   -  FOUR LAKES (1973)
 SV1333
 SV1333                         *CURRENT SURVEY CONTROL
 SV1333  ___________________________________________________________________
 SV1333* NAD 83(1991)-  47 32 55.39376(N)    117 36 36.13596(W)     ADJUSTED  
 SV1333* NAVD 88     -       871.9    (meters)    2861.     (feet)  VERTCON   
 SV1333  ___________________________________________________________________
 SV1333  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 SV1333  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 SV1333
 SV1333  HORZ ORDER  -  FIRST
 SV1333
 SV1333.The horizontal coordinates were established by classical geodetic methods
 SV1333.and adjusted by the National Geodetic Survey in December 1991..
 SV1333
 SV1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1333
 SV1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1333
 SV1333.The geoid height was determined by GEOID03.
 SV1333
 SV1333;                    North         East     Units Scale Factor Converg.
 SV1333;SPC WA N     -    66,088.352   742,556.773   MT  0.99999127   +2 23 59.3
 SV1333;SPC WA N     -   216,824.87  2,436,205.01   sFT  0.99999127   +2 23 59.3
 SV1333;UTM  11      - 5,266,324.667   454,098.560   MT  0.99962589   -0 27 00.5
 SV1333
 SV1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1333!SPC WA N     -   0.99986626  x   0.99999127  =   0.99985753
 SV1333!UTM  11      -   0.99986626  x   0.99962589  =   0.99949220
 SV1333
 SV1333|---------------------------------------------------------------------|
 SV1333| PID    Reference Object                     Distance      Geod. Az  |
 SV1333|                                                           dddmmss.s |
 SV1333| CF1211 CHENEY RM 2                          14.218 METERS 00441     |
 SV1333| CF1208 CHENEY AZ MK                                       0343538.9 |
 SV1333| SV1204 SPOKANE MT ST MICHAELS SCH STK      APPROX.28.7 KM 0445133.2 |
 SV1333| SV1201 AIRWAY BEACON NW OF FELTS APT       APPROX.26.3 KM 0515134.6 |
 SV1333| AH6924 CHENEY RM 3                           3.097 METERS 07536     |
 SV1333| SV1217 SPANGLE                             APPROX.15.9 KM 1004454.5 |
 SV1333| CF2013 PTLND SPK AIR BEACON                               1600133.4 |
 SV1333| SV1277 CHENEY AIRWAY BEACON CODE W         APPROX. 6.2 KM 1602455.5 |
 SV1333| SV1279 CHENEY EAST WASH COLL EDUC STK      APPROX. 6.8 KM 1603806.3 |
 SV1333| SV1302 SPOKANE PENDLETON AWY BCN 30        APPROX.18.7 KM 2200339.3 |
 SV1333| CF1210 CHENEY RM 1 TILTED                   12.251 METERS 26511     |
 SV1333| AH6925 CHENEY RM 4                          11.693 METERS 26538     |
 SV1333| CF1209 CHENEY RM 1                          12.454 METERS 26551     |
 SV1333| SV1343 LAKELAND VILLAGE STACK              APPROX. 7.4 KM 2721116.4 |
 SV1333| SV1340 MEDICAL LK EASTERN ST HOSP STK      APPROX. 6.9 KM 2932217.8 |
 SV1333| SV1350 FAIRCHILD AFB STANDPIPE BEACON      APPROX. 9.5 KM 3405114.9 |
 SV1333| SV1335 CHENEY AZ MK 2                      APPROX. 1.9 KM 3484042.5 |
 SV1333|---------------------------------------------------------------------|
 SV1333
 SV1333                          SUPERSEDED SURVEY CONTROL
 SV1333
 SV1333  NAD 83(1986)-  47 32 55.40250(N)    117 36 36.12849(W) AD(       ) 1
 SV1333  NAD 27      -  47 32 55.80300(N)    117 36 32.38200(W) AD(       ) 1
 SV1333  NGVD 29 (07/19/86)  870.7    (m)         2857.     (f) VERT ANG       
 SV1333
 SV1333.Superseded values are not recommended for survey control.
 SV1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1333.See file dsdata.txt to determine how the superseded data were derived.
 SV1333
 SV1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5409966325(NAD 83)
 SV1333_MARKER: P = PIPE CAP
 SV1333_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV1333_SP_SET: METAL PIPE AND CONCRETE SURROUND
 SV1333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1333
 SV1333  HISTORY     - Date     Condition        Report By
 SV1333  HISTORY     - 1933     MONUMENTED       USGS
 SV1333  HISTORY     - 1940     GOOD             CGS
 SV1333  HISTORY     - 1946     GOOD             CGS
 SV1333  HISTORY     - 1950     GOOD             CGS
 SV1333  HISTORY     - 1957     GOOD             CGS
 SV1333  HISTORY     - 1960     GOOD             CGS
 SV1333  HISTORY     - 1961     GOOD             CGS
 SV1333  HISTORY     - 1965     GOOD             CGS
 SV1333  HISTORY     - 1968     GOOD             BPA
 SV1333  HISTORY     - 1970     GOOD             NGS
 SV1333  HISTORY     - 1977     GOOD             NGS
 SV1333  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SV1333
 SV1333                          STATION DESCRIPTION
 SV1333
 SV1333'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (FGJ)
 SV1333'STATION IS A U.S. GEOLOGICAL SURVEY PIPE.  THIS WAS REINFORCED WITH
 SV1333'CONCRETE.  IT IS ABOUT 4 MILES NW OF CHENEY AND THE SAME DISTANCE SE
 SV1333'OF MEDICAL LAKE ON THE HIGHEST BALD KNOB IN VICINITY.  STATION IS
 SV1333'1.70 METERS N OF FENCE LINE.
 SV1333'
 SV1333'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 SV1333'
 SV1333'REFERENCE MARK 1 IS IN FENCE LINE TO W OF STATION.
 SV1333'
 SV1333'REFERENCE MARK 2 IS N OF STATION.
 SV1333
 SV1333                          STATION RECOVERY (1940)
 SV1333
 SV1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1333'ALL MARKS RECOVERED IN GOOD CONDITION AND STAMPED CHENEY U.S.G.S.
 SV1333'1933.
 SV1333'
 SV1333'STATION IS ABOUT 4 MILES NW OF CHENEY, 12 MILES SW OF SPOKANE, 4
 SV1333'MILES SE OF MEDICAL LAKE, ON THE HIGHEST BALD KNOB IN THE
 SV1333'VICINITY, WITH AN E-W FENCE CROSSING OVER ITS TOP.
 SV1333'
 SV1333'THE STATION MARK IS A U.S.G.S. IRON PIPE EXTENDING ABOUT 12 INCHES
 SV1333'ABOVE THE SURFACE AND REINFORCED WITH CONCRETE.  IT IS 5.6 FEET N
 SV1333'OF FENCE.
 SV1333'
 SV1333'TO REACH STATION FROM SPOKANE (JUNCTION OF U.S. HIGHWAYS 10 AND
 SV1333'195 ON THE W SIDE OF THE CITY WHERE HIGHWAY 195 GOES S), GO W ON
 SV1333'HIGHWAY 10 5.7 MILES TO JUNCTION OF HIGHWAY 10 AND STATE HIGHWAY
 SV1333'11.  TURN LEFT (S) ON HIGHWAY 11 (PAVED) AND GO 6.0 MILES TO FOUR
 SV1333'LAKES POST OFFICE, CONTINUE S ON HIGHWAY 11 1.3 MILES TO SIDE ROAD
 SV1333'TO W, TURN RIGHT, W, ONTO THIS DIRT ROAD AND GO 0.05 MILE TO RAILROAD
 SV1333'CROSSING.  CONTINUE W ON DIRT ROAD 0.35 MILE TO T-FORK.  TURN
 SV1333'RIGHT (N) AND GO ABOUT 100 FEET, THEN TURN LEFT (W) ONTO DIM ROAD AT
 SV1333'A FENCE CORNER AND GO 0.1 MILE TO A WIRE GATE, PASS THROUGH GATE
 SV1333'AND GO N 0.2 MILE TO ANOTHER WIRE GATE (AN OLD ABANDONED HOUSE),
 SV1333'PASS THROUGH GATE AND GO NW THROUGH FIELDS FOLLOWING ALONG THE N
 SV1333'SIDE OF A SMALL DRAW FOR 0.6 MILE TO TOP OF BALD KNOB AND STATION.
 SV1333'
 SV1333'THE STATION WAS VISITED ONLY BY A LIGHTKEEPER AND WAS NOT OCCUPIED.
 SV1333
 SV1333                          STATION RECOVERY (1946)
 SV1333
 SV1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SV1333'THE STATION WAS FOUND AS DESCRIBED.  ALL THE MARKS RECOVERED IN
 SV1333'GOOD CONDITION AND STAMPED CHENEY U.S.G.S. 1933.
 SV1333'
 SV1333'THE STATION IS LOCATED ABOUT 4 MILES NW OF CHENEY, 12 MILES SW OF
 SV1333'SPOKANE, 4 MILES SE OF MEDICAL LAKE, ON THE HIGHEST BALD KNOB IN
 SV1333'THE VICNITY, WITH AN E-W FENCE CROSSING OVER THE N SLOPE OF THE HILL.
 SV1333'
 SV1333'THE STATION IS A STANDARD U.S.G.S. DISK STAMPED CHENEY 1933 AND
 SV1333'SET IN THE TOP OF A 4-INCH PIPE PROJECTING ABOUT 12 INCHES.  PIPE IS
 SV1333'REINFORCED WITH CONCRETE.  THE STATION IS NOW 160 FEET S OF THE
 SV1333'FENCE.  THE FENCE HAS BEEN MOVED TO THE N TO MAKE ROOM FOR MORE
 SV1333'CULTIVATION.  IT IS ALSO IN A SMALL DEPRESSION THAT IS ABOUT 1 FOOT
 SV1333'LOWER THAN THE HIGHEST PART OF THE HILL.
 SV1333'
 SV1333'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED CHENEY NO 1
 SV1333'1933 AND SET IN THE TOP OF A 12- BY 12-INCH-SQUARE CONCRETE POST
 SV1333'THAT IS FLUSH WITH THE GROUND.  IT HAS BEEN HIT WITH A PLOW
 SV1333'ACCOUNTING FOR THE DIFFERENCE IN MEASUREMENTS.
 SV1333'
 SV1333'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED CHENEY NO 2
 SV1333'1933 AND SET IN THE TOP OF A 12- BY 12-INCH-SQUARE CONCRETE POST
 SV1333'WHICH IS FLUSH WITH THE GROUND.  IT HAS BEEN HIT WITH A PLOW
 SV1333'ACCOUNTING FOR THE DIFFERENCE IN MEASUREMENTS.
 SV1333'
 SV1333'TO REACH THE STATION FROM SPOKANE AT THE JUNCTION OF U.S. HIGHWAYS 10
 SV1333'AND 195 ON THE W SIDE OF TOWN WHERE HIGHWAY 195 GOES S UNDER A
 SV1333'VIADUCT, GO W ON HIGHWAY 10 FOR 5.7 MILES.  TURN S (LEFT) ON STATE
 SV1333'HIGHWAY 11 AND GO 6.0 MILES TO FOUR LAKES POST OFFICE, CONTINUE ON
 SV1333'HIGHWAY 11 FOR 1.3 MILES TO A DIRT ROAD TO THE RIGHT.  TURN W (RIGHT)
 SV1333'AND GO 0.4 MILE TO A T-FORK.  BEAR RIGHT 100 YARDS, THEN LEFT (W)
 SV1333'ON A FARM ROAD FOR 0.3 MILE TO AN OLD BARN.  FROM HERE PACK ABOUT 0.6
 SV1333'MILE W TO HIGHEST KNOB AND THE STATION AS DESCRIBED ABOVE.
 SV1333
 SV1333                          STATION RECOVERY (1950)
 SV1333
 SV1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SV1333'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 SV1333'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.  A NEW DESCRIPTION
 SV1333'FOLLOWS.
 SV1333'
 SV1333'THE STATION IS LOCATED ON THE HIGHEST POINT OF A CULTIVATED HILL,
 SV1333'ABOUT 12 MILES SOUTHWEST OF SPOKANE, ABOUT 4 MILES NORTHWEST OF
 SV1333'CHENEY, ABOUT 4 MILES SOUTHEAST OF MEDICAL LAKE AND ABOUT 160 FEET
 SV1333'SOUTH OF A EAST-WEST FENCELINE.
 SV1333'
 SV1333'TO REACH, FROM THE U.S. POST OFFICE IN FOUR LAKES, GO SOUTH, ON
 SV1333'U.S. HIGHWAY 395, FOR 1.35 MILES TO SIDE ROAD RIGHT.  TURN RIGHT
 SV1333'AND GO WEST 0.5 MILE TO CROSS ROADS.  TURN RIGHT AND THEN LEFT,
 SV1333'AND GO WESTERLY 0.4 MILE TO FENCE CORNER.  TURN LEFT, ACROSS
 SV1333'CULTIVATED FIELD, AND GO NORTHWESTERLY 0.6 MILE TO HIGHEST POINT OF
 SV1333'HILL AND THE STATION.
 SV1333'
 SV1333'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY PIPE MARK, STAMPED
 SV1333'CHENEY USC AND GS 1933, SET INTO AND WELDED TO THE TOP OF A 4 INCH
 SV1333'IRON PIPE WHICH PROJECTS ABOUT 10 INCHES.
 SV1333'
 SV1333'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CHENEY USGS NO
 SV1333'1 1933, SET INTO THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 SV1333'PROJECTS ABOUT 1 INCH AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 SV1333'
 SV1333'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CHENEY USGS NO 2
 SV1333'1933, SET INTO THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS
 SV1333'ABOUT FLUSH WITH THE GROUND AND ABOUT 1 FOOT LOWER THAN THE
 SV1333'STATION.
 SV1333'
 SV1333'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHENEY USGS 1950, SET
 SV1333'INTO A DRILL HOLE IN A BOULDER 14 INCHES IN DIAMETER WHICH PROJECTS
 SV1333'ABOUT 3 INCHES.  IT IS LOCATED ALONG THE NORTH SIDE OF U.S.
 SV1333'HIGHWAY 395, ABOUT 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 SV1333'ABOUT 28 FEET NORTH OF A EAST-WEST FENCELINE.
 SV1333'
 SV1333'TO REACH, FROM THE U.S. POST OFFICE IN FOUR LAKES, GO NORTHEASTERLY,
 SV1333'ON U.S. HIGHWAY 395, FOR 0.6 MILE TO THE AZIMUTH MARK.
 SV1333'
 SV1333'NOTE--1950 MEASUREMENTS OF REFERENCE MARKS 1 AND 2, FAILED TO CHECK
 SV1333'1933 MEASUREMENTS, THIS WAS NOTED AND CHECKED IN THE FIELD AND THE
 SV1333'1950 MEASUREMENTS WERE FOUND TO BE CORRECT.
 SV1333
 SV1333                          STATION RECOVERY (1957)
 SV1333
 SV1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SV1333'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN THE 1950
 SV1333'RECOVERY NOTE.  ALL OF THE MARKS WERE RECOVERED AND FOUND TO BE IN
 SV1333'GOOD CONDITION.  A STANDARD WITNESS POST WAS SET 6 FEET WEST OF
 SV1333'THE AZIMUTH MARK.
 SV1333'
 SV1333'THE 1950 ROUTE TO THE STATION WAS USED IN RECOVERY AND FOUND TO BE
 SV1333'ADEQUATE.
 SV1333'
 SV1333'THE DIRECTION TO THE AZIMUTH MARK WAS CHECKED, BUT A DIFFERENCE IN
 SV1333'DISTANCES AND DIRECTIONS WERE FOUND TO REFERENCE MARKS 1 AND 2.
 SV1333'
 SV1333'OBSERVATIONS WERE MADE FROM THE TOP OF A 4 FOOT STAND.
 SV1333
 SV1333                          STATION RECOVERY (1960)
 SV1333
 SV1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 SV1333'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED.
 SV1333'A NEW DESCRIPTION FOLLOWS.
 SV1333'
 SV1333'THE STATION IS LOCATED ON THE HIGHEST POINT OF A CULTIVATED HILL,
 SV1333'ABOUT 12 MILES SOUTHWEST OF SPOKANE, ABOUT 4 MILES NORTHWEST OF
 SV1333'CHENEY, ABOUT 4 MILES SOUTHEAST OF MEDICAL LAKE AND ABOUT 160 FEET
 SV1333'SOUTH OF AN EAST-WEST FENCE LINE.
 SV1333'
 SV1333'TO REACH, FROM THE U.S. POST OFFICE IN FOUR LAKES, GO SOUTH, ON
 SV1333'U.S. HIGHWAY 395, FOR 1.35 MILES TO SIDE ROAD RIGHT.  TURN RIGHT,
 SV1333'AND GO WEST 0.5 MILE TO CROSS ROADS, TURN RIGHT AND THEN LEFT AND GO
 SV1333'WESTERLY 0.4 MILE TO FENCE CORNER, TURN LEFT, ACROSS CULTIVATED FIELD
 SV1333'AND GO NORTHWESTERLY 0.6 MILE TO HIGHEST POINT OF HILL AND THE
 SV1333'STATION.
 SV1333'
 SV1333'THE STATION MARK IS A USGS PIPE MARK STAMPED CHENEY USC AND GS 1933
 SV1333'SET INTO AND WELDED TO THE TOP OF A 4 INCH IRON PIPE WHICH
 SV1333'PROJECTS ABOUT 10 INCHES.
 SV1333'
 SV1333'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CHENEY USGS
 SV1333'NO1 1933, SET INTO THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 SV1333'WHICH PROJECTS ABOUT 1 INCH AND IS ABOUT 1 FOOT LOWER THAN THE
 SV1333'STATION.
 SV1333'
 SV1333'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CHENEY USGS NO
 SV1333'2 1933, SET INTO THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 SV1333'IS ABOUT FLUSH WITH THE GROUND AND ABOUT 1 FOOT LOWER THAN THE
 SV1333'STATION.
 SV1333'
 SV1333'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHENEY USGS 1950, SET
 SV1333'INTO A DRILL HOLE IN A BOULDER 14 INCHES IN DIAMETER WHICH PROJECTS
 SV1333'ABOUT 3 INCHES.  IT IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY
 SV1333'395 ABOUT 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 SV1333'ABOUT 28 FEET NORTH OF AN EAST-WEST FENCE LINE.
 SV1333
 SV1333                          STATION RECOVERY (1961)
 SV1333
 SV1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SV1333'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 SV1333'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  A WITNESS POST WAS
 SV1333'ESTABLISHED 4 FEET NORTHEAST OF THE STATION.  THE REFERENCE MARKS
 SV1333'HAVE BEEN HIT REPEATEDLY BY FARM MACHINERY.  A DIFFERENCE IN THE
 SV1333'HORIZONTAL ANGLE TO THE REFERENCE MARKS WAS FOUND.
 SV1333'
 SV1333'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 66.58 FEET.
 SV1333
 SV1333                          STATION RECOVERY (1965)
 SV1333
 SV1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1333'THE STATION MARK, THE TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE
 SV1333'RECOVERED AS DESCRIBED IN 1950.  ADDITIONAL INFORMATION
 SV1333'FOLLOWS--AFTER FOLLOWING THE 1950 DIRECTIONS TO REACH THE STATION,
 SV1333'ABOUT A 3/4 MILE WALK WAS REQUIRED BECAUSE THE AREA IS NOW IN CROP,
 SV1333'BUT A BETTER ROUTE TO THE STATION WAS NOT FOUND.
 SV1333'
 SV1333'THE STATION MARK IS A U.S.G.S. CAP RIVITED TO THE TOP OF A 3 1/2-INCH
 SV1333'PIPE WHICH PROJECTS 10 INCHES ABOVE THE GROUND.  THE PIPE IS
 SV1333'SURROUNDED BY A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 SV1333'GROUND.  THE STATION MARK IS IN A SMALL, UNCULTIVATED PLOT OF GROUND
 SV1333'ON THE SUMMIT OF A CULTIVATED HILL.
 SV1333'
 SV1333'REFERENCE MARK NO. 1 PROJECTS ABOUT 2 INCHES, AND IS ALMOST ON LINE
 SV1333'WITH THE EAST EDGE OF A NORTH-SOUTH BLACKTOP ROAD WHICH IS VISIBLE
 SV1333'ABOUT 1 MILE NORTH OF THE STATION.
 SV1333'
 SV1333'REFERENCE MARK NO. 2 IS ABOUT 2 INCHES BELOW GROUND AND THE DISK IS
 SV1333'SLOPING SLIGHTLY TO THE WEST.  THE DISTANCE BETWEEN THE REFERENCE
 SV1333'MARKS IS 66.7 FEET.
 SV1333'
 SV1333'THE AZIMUTH MARK WAS RECOVERED IN A ROCK OUTCROP MADE UP OF
 SV1333'NUMEROUS BOLDERS WHICH PROJECT 2 FEET ABOVE THE SURROUNDING
 SV1333'GROUND.  IT IS 20 YARDS SOUTHEAST OF A FENCE CORNER.
 SV1333
 SV1333                          STATION RECOVERY (1968)
 SV1333
 SV1333'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1968
 SV1333'A NEW TO REACH DESCRIPTION IS AS FOLLOWS.  TO REACH FROM THE POST
 SV1333'OFFICE IN CHENEY, GO EAST ONE BLOCK TO FIRST STREET.  TURN LEFT
 SV1333'NORTH ON FIRST STREET (STATE HIGHWAY 904) AND GO 1.7 MILE TO A
 SV1333'CROSSROAD.  TURN LEFT WEST ON PAVED ROAD AND GO 1.0 MILE TO A SIDE
 SV1333'ROAD RIGHT (BETZ ROAD).  TURN RIGHT AND GO N AND W ON BETZ ROAD FOR
 SV1333'3.0 MILES TO THE GLEN L. DOBINS RANCH ON THE RIGHT, GO IN ON FARM
 SV1333'ROAD PAST THE BARN ON THE SOUTH AND GO NORTH EASTERLY ACROSS FIELD
 SV1333'FOR 1.1 MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 SV1333'R.M. NO 2 WAS NOT RECOVERED, A SEARCH WAS MADE FOR THE AZIMUTH MARK
 SV1333'BUT IT WAS NOT RECOVERED.  BELIEVED TO HAVE BEEN DESTROYED BY
 SV1333'HIGHWAY CONSTRUCTION.
 SV1333
 SV1333                          STATION RECOVERY (1970)
 SV1333
 SV1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SV1333'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 SV1333'NO. 1 WAS FOUND PROJECTING ABOUT 18 INCHES AND TILTED, BUT WAS LEFT
 SV1333'IN PLACE, PRIMARILY TO PROTECT REFERENCE MARK NO. 4.  REFERENCE MARK
 SV1333'NO. 2 WAS FOUND LAYING HORIZONTAL AND BURIED.  THE DISK WAS REMOVED
 SV1333'FROM RM 2.  THE AZIMUTH MARK WAS NOT FOUND.  TWO NEW REFERENCE MARKS
 SV1333'AND AN AZIMUTH MARK WERE ESTABLISHED.
 SV1333'
 SV1333'THE STATION IS LOCATED IN A SMALL, UNCULTIVATED STRIP OF LAND ON
 SV1333'THE HIGHEST PART OF A CULTIVATED HILL, ABOUT 12 MILES SOUTHWEST OF
 SV1333'SPOKANE, 4 MILES NORTHWEST OF CHENEY, 4 MILES SOUTHEAST OF MEDICAL
 SV1333'LAKE AND ABOUT 160 FEET SOUTH OF AN EAST-WEST FENCELINE.
 SV1333'
 SV1333'TO REACH FROM THE POST OFFICE IN CHENEY, GO SOUTHEAST 1 BLOCK ON G
 SV1333'STREET TO FIRST STREET, (S.H. 904), TURN LEFT AND GO 1.7 MILES TO
 SV1333'A CROSSROAD, TURN LEFT AND GO WEST ON BLACKTOP ROAD 0.95 MILE TO A
 SV1333'BLACKTOP ROAD RIGHT (BETZ ROAD), TURN RIGHT AND GO NORTH AND WEST
 SV1333'3.1 MILES TO A CURVE TO THE LEFT AND MR. GLEN L. DOBINS FARM
 SV1333'BUILDINGS ON THE RIGHT.  CONTINUE NORTH THROUGH THE FARMYARD 0.1
 SV1333'MILE TO A GATE ON THE NORTH SIDE OF A SHED.  FROM HERE THE STATION IS
 SV1333'ON THE HIGHEST HILL VISIBLE TO THE NORTH-NORTHEAST AND THREE TREES
 SV1333'GROWING ON THE NORTH SLOPE OF THE HILL ARE VISIBLE OVER THE SUMMIT.
 SV1333'GO NORTH-NORTHEAST ACROSS THE CULTIVATED FIELD FOR 1.0 MILE TO A
 SV1333'GATE IN AN EAST-WEST FENCE, GO EAST ABOUT 100 YARDS TO THE SUMMIT
 SV1333'OF THE HILL AND THE STATION.
 SV1333'
 SV1333'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY CAP ON A 4-INCH PIPE
 SV1333'WHICH PROJECTS 6 INCHES.  CAP IS STAMPED CHENEY USC AND GS 1933.  THE
 SV1333'FARMER LEAVES A STRIP OF GROUND UNCULTIVATED AROUND THE MARKS.  THERE
 SV1333'ARE SCATTERED TREES ON THE NORTH SLOPE OF THE HILL.  TWO METAL
 SV1333'WITNESS POSTS WERE SET, ONE 12.0 FEET EAST AND ONE 5.4 FEET WEST
 SV1333'OF THE STATION MARK.
 SV1333'
 SV1333'REFERENCE MARK NO. 1, STAMPED CHENEY U.S.G.S. NO. 1 1933, IS A
 SV1333'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 18 INCHES
 SV1333'AND IS LEANING TO THE EAST.  THE MARK IS AT THE WESTERN TIP OF THE
 SV1333'UNCULTIVATED STRIP OF GROUND, AND ABOUT 2 FEET WEST OF RM 4.
 SV1333'
 SV1333'REFERENCE MARK NO. 3, STAMPED CHENEY USGS 1933 NO 3 1970, IS A
 SV1333'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4
 SV1333'INCHES.  IT IS 1.9 FEET WEST OF A METAL WITNESS POST AND AT THE
 SV1333'EASTERN TIP OF THE NARROW, UNCULTIVATED STRIP OF GROUND.
 SV1333'
 SV1333'REFERENCE MARK NO. 4, STAMPED CHENEY USGS 1933 NO 4 1970, IS A
 SV1333'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4
 SV1333'INCHES.  IT IS 2 FEET EAST OF REFERENCE MARK NO. 1 AND AT THE
 SV1333'WESTERN TIP OF THE UNCULTIVATED STRIP.
 SV1333'
 SV1333'THE AZIMUTH MARK, STAMPED CHENEY USGS 1933 1970, IS A STANDARD DISK
 SV1333'SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 85
 SV1333'YARDS WEST OF THE DRIVEWAY INTO WALTER MAYERS RESIDENCE, 134.2 FEET
 SV1333'WEST OF POWER POLE NO. 8C1, 27.5 FEET NORTH OF THE CENTER OF A
 SV1333'BLACKTOP ROAD, 2.8 FEET WEST-SOUTHWEST OF A FENCEPOST AND 1.2 FEET
 SV1333'SOUTH OF A METAL WITNESS POST.
 SV1333'
 SV1333'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF G AND 1ST
 SV1333'STREETS IN CHENEY, GO NORTHEAST ON STATE HIGHWAY 904 ABOUT 5 MILES TO
 SV1333'THE BLACKTOP ROAD LEFT IN THE VILLAGE OF FOUR LAKES, AND SIGNS CLEAR
 SV1333'LAKE AND SILVER LAKE.  TURN LEFT AS PER SIGNS AND GO NORTHWESTERLY ON
 SV1333'3RD AVENUE FOR 0.55 MILE, PASS UNDER INTERSTATE HIGHWAY 90 AND
 SV1333'CONTINUE 0.2 MILE TO A CROSSROAD, TURN LEFT ON THE BLACKTOP ROAD AND
 SV1333'GO 0.25 MILE TO A POINT WHERE THE ROAD CURVES LEFT, CONTINUE
 SV1333'AROUND CURVE AND WESTERLY 0.2 MILE TO THE AZIMUTH MARK ON THE
 SV1333'RIGHT, 0.15 MILES EAST OF THE POINT WHERE THE BLACKTOP ROAD CURVES
 SV1333'NORTH.
 SV1333'
 SV1333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 4 MILES
 SV1333'NORTHWEST OF CHENEY.
 SV1333
 SV1333                          STATION RECOVERY (1977)
 SV1333
 SV1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SV1333'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS NO. 1, 3 AND 4 WERE
 SV1333'RECOVERED AS DESCRIBED BY L.F.S. IN 1970.  REFERENCE MARK NO. 2
 SV1333'CONCRETE POST WITH THE DISK REMOVED, IS LAYING BY THE STATION MARK.
 SV1333'REFERENCE MARK NO. 1 IS TILTED TO THE EAST AS PER THE 1970 RECOVERY
 SV1333'NOTE.
 SV1333'
 SV1333'AN ALTERNATE ROUTE TO THE STATION AND AZIMUTH MARK IS GIVEN BELOW--
 SV1333'
 SV1333'TO REACH FROM THE SOUTH END OF THE OVERPASS AT EXIT 270 ON INTERSTATE
 SV1333'HIGHWAY 90 (FOUR LAKES EXIT), GO SOUTH 0.3 MILE, TURN RIGHT AND GO
 SV1333'NORTHWESTERLY FOR 0.5 MILE TO GRANITE LAKE ROAD GOING LEFT AND THE
 SV1333'ROAD STRAIGHT AHEAD PASSES UNDER INTERSTATE HIGHWAY 90.*
 SV1333'
 SV1333'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT AHEAD,
 SV1333'0.05, PASS UNDER THE FREEWAY, AND CONTINUE 0.15 MILE, TURN LEFT,
 SV1333'GO 25 YARDS, BEAR RIGHT AND FOLLOW THE BLACKTOP ROAD 0.25 MILE TO A
 SV1333'POINT WHERE THE ROAD CURVES LEFT, CONTINUE AROUND CURVE AND WESTERLY
 SV1333'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT, 0.15 MILE EAST OF THE
 SV1333'POINT WHERE THE BLACKTOP ROAD CURVES NORTH AND 85 YARDS WEST OF
 SV1333'THE DRIVEWAY INTO WALTER MAYERS RESIDENCE.
 SV1333'
 SV1333'*TO REACH THE STATION FROM THIS POINT, TURN LEFT AND GO WESTERLY ON
 SV1333'GRANITE LAKE ROAD FOR 2.0 MILES, TURN LEFT AND GO SOUTHEASTERLY ON
 SV1333'BETZ ROAD 0.5 MILE TO THE END OF A CURVE TO THE RIGHT AND MR. GLEN L.
 SV1333'DOBBINS FARM BUILDINGS ON THE LEFT.  FROM HERE, THE STATION IS ON
 SV1333'THE HIGHEST HILL VISIBLE TO THE NORTH-NORTHEAST, (KNOWN LOCALLY AS
 SV1333'WRIGHTS HILL).  THREE TREES GROWING ON THE NORTH SLOPE OF THE HILL
 SV1333'ARE VISIBLE OVER THE SUMMIT.  THE HILL IS CULTIVATED, CONSULT MR.
 SV1333'DOBBINS ABOUT DRIVING ACROSS CULTIVATED FIELDS.
 SV1333'
 SV1333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES NORTHWEST
 SV1333'OF CHENEY.
 SV1333
 SV1333                          STATION RECOVERY (1983)
 SV1333
 SV1333'RECOVERY NOTE BY US POWER SQUADRON 1983 (DES)
 SV1333'STATION MARK NOT LOCATED.  THE AZIMUTH MARK AND REFERENCE MARKS
 SV1333'RM 1, RM 2, AND RM 4 WERE RECOVERED AS DESCRIBED BY L.F.S. IN 1970
 SV1333'EXCEPT--THE AZIMUTH MARK IS 85 YARDS EAST OF THE DRIVEWAY FOR
 SV1333'WALTER MAYER AND (2) ONLY ONE WITNESS POST WAS RECOVERED.
 SV1333'REFERENCE MARK RM 3 NOT RECOVERED.  ACCESS DIRECTIONS GIVEN BY
 SV1333'C.L. NOVAK IN 1977 ARE CORRECT.  (WITH EXCEPTION NOTED ABOVE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0712 ***********************************************************************
 SD0712  DESIGNATION -  CHENOIS
 SD0712  PID         -  SD0712
 SD0712  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0712  USGS QUAD   -  COPALIS CROSSING (1994)
 SD0712
 SD0712                         *CURRENT SURVEY CONTROL
 SD0712  ___________________________________________________________________
 SD0712* NAD 83(1991)-  47 01 56.31710(N)    124 02 25.72433(W)     ADJUSTED  
 SD0712* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SD0712  ___________________________________________________________________
 SD0712  LAPLACE CORR-          12.56  (seconds)                    DEFLEC99
 SD0712  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 SD0712
 SD0712  HORZ ORDER  -  SECOND
 SD0712
 SD0712.The horizontal coordinates were established by classical geodetic methods
 SD0712.and adjusted by the National Geodetic Survey in December 1991..
 SD0712
 SD0712.The orthometric height was scaled from a topographic map.
 SD0712
 SD0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0712
 SD0712.The geoid height was determined by GEOID03.
 SD0712
 SD0712;                    North         East     Units Scale Factor Converg.
 SD0712;SPC WA S     -   194,883.305   230,992.851   MT  0.99994505   -2 34 18.4
 SD0712;SPC WA S     -   639,379.64    757,849.05   sFT  0.99994505   -2 34 18.4
 SD0712;UTM  10      - 5,209,279.925   420,944.987   MT  0.99967681   -0 45 41.0
 SD0712
 SD0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0712!SPC WA S     -   1.00000239  x   0.99994505  =   0.99994744
 SD0712!UTM  10      -   1.00000239  x   0.99967681  =   0.99967920
 SD0712
 SD0712|---------------------------------------------------------------------|
 SD0712| PID    Reference Object                     Distance      Geod. Az  |
 SD0712|                                                           dddmmss.s |
 SD0712| AH5884 CHENOIS RM 1                          5.837 METERS 02722     |
 SD0712| AH5885 CHENOIS RM 2                         11.878 METERS 02738     |
 SD0712| SD0463 POINT                               APPROX.10.4 KM 2224924.0 |
 SD0712| SD0714 DOLPHIN                             APPROX. 6.0 KM 2370922.4 |
 SD0712|---------------------------------------------------------------------|
 SD0712
 SD0712                          SUPERSEDED SURVEY CONTROL
 SD0712
 SD0712  NAD 83(1986)-  47 01 56.30977(N)    124 02 25.72548(W) AD(       ) 2
 SD0712  NAD 27      -  47 01 56.99400(N)    124 02 21.10600(W) AD(       ) 2
 SD0712
 SD0712.Superseded values are not recommended for survey control.
 SD0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0712.See file dsdata.txt to determine how the superseded data were derived.
 SD0712
 SD0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT2094509280(NAD 83)
 SD0712_MARKER: DS = TRIANGULATION STATION DISK
 SD0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0712_STAMPING: CHENOIS 1940
 SD0712_MARK LOGO: CGS   
 SD0712_PROJECTION: FLUSH
 SD0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0712+STABILITY: SURFACE MOTION
 SD0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0712+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1980
 SD0712
 SD0712  HISTORY     - Date     Condition        Report By
 SD0712  HISTORY     - 1940     MONUMENTED       CGS
 SD0712  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0712  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 SD0712  HISTORY     - 1962     SEE DESCRIPTION  LOCENG
 SD0712  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SD0712  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SD0712  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SD0712  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 SD0712  HISTORY     - 1980     POOR             LOCENG
 SD0712  HISTORY     - 19800722 GOOD             NGS
 SD0712
 SD0712                          STATION DESCRIPTION
 SD0712
 SD0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (GLB)
 SD0712'STATION IS LOCATED ABOUT 0.8 MILE N OF THE MOUTH OF CHENOIS CREEK
 SD0712'ON THE NE SHORE OF N BAY ON A PROMINENT TREE COVERED BLUFF 30 FEET
 SD0712'HIGH WHICH PROJECTS ABOUT 200 FEET INTO THE BAY.  MARK IS SET 28
 SD0712'FEET E OF EDGE OF BLUFF.  40 FEET S OF BLUFF EDGE, 15 FEET W OF
 SD0712'TREE LINE IN A SMALL CLEARING OVERGROWN WITH SMALL BRUSH.
 SD0712'
 SD0712'THIS IS AN OLD STATION PROBABLY ESTABLISHED BY THE PORT OF GRAYS
 SD0712'HARBOR.  WHEN FIRST VISITED, THE STATION WAS MARKED BY A 2-INCH
 SD0712'IRON PIPE SET IN A BLOCK OF CONCRETE ABOUT A FOOT BENEATH THE
 SD0712'SURFACE, THE TOP OF THE PIPE PROJECTING SEVERAL INCHES ABOVE THE
 SD0712'SURFACE.  THERE WAS ALSO A TRIPOD CONSTRUCTED OF HEAVY TIMBERS
 SD0712'OVER THE STATION.  THIS TRIPOD WAS LEFT UNDISTURBED.  THE
 SD0712'STATION WAS RE-MARKED BY CLEANING THE EARTH FROM THE TOP OF THE
 SD0712'CONCRETE BLOCK AND PLACING A 1-FOOT LENGTH OF 8-INCH CONCRETE
 SD0712'TILE AROUND THE PIPE.  THIS WAS FILLED WITH CONCRETE TO HOLD A
 SD0712'STANDARD DISK STAMPED CHENOIS 1940 WHICH WAS PLACED IN THE
 SD0712'CENTER OF THE OLD PIPE WITHOUT DISTURBING ITS POSITION.  TWO
 SD0712'REFERENCE MARKS WERE SET ON RANGE STRAIGHT BACK INTO THE WOODS
 SD0712'FROM THE TIP OF THE POINT, BOTH ARE STANDARD DISKS STAMPED
 SD0712'CHENOIS 1940 AND SET IN 6-INCH CONCRETE TILE FILLED WITH
 SD0712'CONCRETE AND PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE.
 SD0712'
 SD0712'REFERENCE MARK NO.1 IS E OF STATION 47 FEET E OF EDGE OF BLUFF
 SD0712'AT EDGE OF WOODS.
 SD0712'
 SD0712'REFERENCE MARK NO.2 IS E OF STATION, 67 FEET E OF BLUFF EDGE IN
 SD0712'THE WOODS.  A 4- BY 4-INCH CEDAR POST PAINTED WHITE AND STENCILED
 SD0712'U.S. REF. MARK AND PROJECTING 18 INCHES ABOVE GROUND IS SET ONE
 SD0712'FOOT E OF REFERENCE MARK NO.2.
 SD0712'
 SD0712'STATION IS REACHED FROM THE INTERSECTION OF EMERSON AND SIMPSON
 SD0712'STREETS IN HOQUIAM BY GOING W ON EMERSON 9.1 MILES TO BRIDGE OVER
 SD0712'CHENOIS CREEK AND ROAD TURNING W OVER RAILROAD TRACKS.  PROCEED
 SD0712'ALONG THIS ROAD 0.2 MILE THROUGH YARD TO BEACH, THENCE NORTHERLY
 SD0712'ALONG BEACH 0.75 MILE TO STATION ON TOP OF BLUFF.
 SD0712'
 SD0712'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 METERS.
 SD0712
 SD0712                          STATION RECOVERY (1951)
 SD0712
 SD0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 SD0712'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 SD0712'CONDITION.
 SD0712'
 SD0712'STATION IS LOCATED ABOUT 8-1/2 MILES NW OF HOQUIAM, ON THE NE
 SD0712'SHORE OF NORTH BAY, ABOUT 0.8 MILE NW OF THE MOUTH OF CHENOIS
 SD0712'CREEK, ON A PROMINENT TREE-COVERED BLUFF WHICH IS ABOUT 30 FEET
 SD0712'HIGH AND PROJECTS ABOUT 200 FEET INTO THE BAY, 40 FEET S OF AND
 SD0712'28 FEET E OF THE EDGE OF THE BLUFF, AND 15 FEET W OF THE TREE
 SD0712'LINE IN A SMALL CLEARING OVERGROWN WITH BRUSH.  IT IS A STANDARD
 SD0712'DISK, STAMPED CHENOIS 1940 SET IN AN 8-INCH CYLINDRICAL CONCRETE
 SD0712'POST PROJECTING ABOUT 2 INCHES.
 SD0712'
 SD0712'REFERENCE MARK 1 IS E OF THE STATION, 47 FEET E OF THE EDGE OF THE
 SD0712'BLUFF, AND AT THE EDGE OF THE WOODS.  IT IS A STANDARD
 SD0712'REFERENCE-MARK DISK, STAMPED 1 1940 SET IN AN 8-INCH CYLINDRICAL
 SD0712'CONCRETE POST.
 SD0712'
 SD0712'REFERENCE MARK 2 IS E OF THE STATION, 67 FEET E OF THE EDGE OF
 SD0712'THE BLUFF, IN THE WOODS, AND 2.0 FEET SW OF A WHITE WOODEN WITNESS
 SD0712'POST STENCILED US REF MK AND PROJECTING 18 INCHES ABOVE THE
 SD0712'GROUND.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED 2 1940 SET
 SD0712'IN AN 8-INCH CYLINDRICAL CONCRETE POST.
 SD0712'
 SD0712'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 SD0712
 SD0712                          STATION RECOVERY (1961)
 SD0712
 SD0712'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 SD0712'RECOVERED BY RAYONIER INC.
 SD0712'
 SD0712'STATION AND BOTH REFERENCE MARKS ARE IN GOOD CONDITION.
 SD0712'
 SD0712'FROM CHENOIS CREEK BRIDGE ON HIGHWAY 9-C, GO N ALONG ROAD 0.4
 SD0712'MILE TO ENTRANCE TO MAKWATT SHOOTING PRESERVE.  TURN LEFT INTO
 SD0712'PRESERVE AND GO 0.5 MILE W AND TURN LEFT ON A DIRT ROAD.  GO 0.2
 SD0712'MILE TO END OF TRUCK TRAVEL.  STATION IS 200 FEET S ON THE POINT.
 SD0712
 SD0712                          STATION RECOVERY (1962)
 SD0712
 SD0712'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 SD0712'RECOVERED BY WEYERHAEUSER.
 SD0712'
 SD0712'STATION WAS RECOVERED IN GOOD CONDITION
 SD0712'
 SD0712'REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 SD0712'
 SD0712'AN OLD TRIPOD IS LYING ON ITS SIDE ABOUT 15 FEET W OF THE STATION.
 SD0712
 SD0712                          STATION RECOVERY (1967)
 SD0712
 SD0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SD0712'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SD0712'CONDITION.  PREVIOUS DIRECTIONS ARE GOOD EXCEPT THE PROPERTY IS
 SD0712'NO LONGER CALLED MACWATT SHOOTING PRESERVE.  THE PROPERTY IS
 SD0712'PRESENTLY OWNED BY A MR. MORLEY HOWEVER HE HAS IT LISTED FOR
 SD0712'SALE.  THE TRUCK TRAVEL IS ACROSS A PASTURE TO THE SOUTH
 SD0712'SOUTHEAST CORNER OF A FENCE.  USE THE STILE TO CROSS OVER THE
 SD0712'FENCE.  THE MARK IS ON THE POINT SOUTH OF THE FENCE CORNER.
 SD0712
 SD0712                          STATION RECOVERY (1968)
 SD0712
 SD0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WP)
 SD0712'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 SD0712'
 SD0712'DISTANCES BRIEFED TO REFERENCE MARKS.  COMPASS BEARING TO RMS IS
 SD0712'N27E FROM STATION.  TRIPOD IS STANDING OVER STATION WITH FLORESCENT
 SD0712'MARKER.
 SD0712
 SD0712                          STATION RECOVERY (1973)
 SD0712
 SD0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SD0712'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 SD0712'AS DESCRIBED.  THE REFERENCE MARKS ARE SET IN LINE WITH THE STATION.
 SD0712'
 SD0712'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SD0712'8-1/2 MILES NW OF HOQUIAM.
 SD0712
 SD0712                          STATION RECOVERY (1974)
 SD0712
 SD0712'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 SD0712'RECOVERED BY ITT RAYONIER.
 SD0712'
 SD0712'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED,
 SD0712'AS DESCRIBED, IN GOOD CONDITION.  THE STATION IS ON A BRUSH
 SD0712'COVERED AREA BEYOND THE TREE LINE AND IS 10 FEET NORTH OF THE
 SD0712'VERTICAL BANK AND 24 FEET EAST OF THE VERTICAL BANK.  FROM THE
 SD0712'STATION, REFERENCE MARKS NO. 1 AND NO. 2 LINE UP WITH A WHITE
 SD0712'POST TWO FEET PAST R. M. NO. 2 ON A BEARING OF NORTH 27 DEG EAST.
 SD0712'
 SD0712'TO REACH THE STATION FROM HOQUIAM, WASHINGTON, TAKE STATE
 SD0712'HIGHWAY 109 TO OCEAN SHORES.  FROM THE BRIDGE OVER CHENOIS CREEK
 SD0712'NEAR BODEYS UNION 76 SERVICE STATION, GO 0.35 MILE TO A BLACK TOP
 SD0712'ROAD LEFT.  TURN LEFT AND CROSS THE RAILROAD TRACKS AND GO 0.2
 SD0712'MILE TO THE WEST EDGE OF A FIELD AND A PATCH OF WOODS.  GO SOUTH
 SD0712'ACROSS THE FIELD 780 FEET TO A FENCE.  CROSS THE FENCE ON A
 SD0712'STILE AND GO SOUTH 300 FEET ALONG THE EDGE OF THE POINT TO THE
 SD0712'STATION.
 SD0712
 SD0712                          STATION RECOVERY (1980)
 SD0712
 SD0712'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RTS)
 SD0712'CHENOIS RECOVERED POOR - ON EDGE OF 30 FEET BANK - NOT OCCUPIED.
 SD0712'
 SD0712'RM 1 RECOVERED GOOD OCCUPIED.
 SD0712'
 SD0712'RM 2 RECOVERED GOOD OCCUPIED - SIGHT TO USC AND GS HOLMAN.
 SD0712'
 SD0712'DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MI. NW OF HOQUIAM
 SD0712'WA.
 SD0712
 SD0712                          STATION RECOVERY (1980)
 SD0712
 SD0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAW)
 SD0712'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) NORTHWEST OF HOQUIAM,
 SD0712'ON THE NORTHEAST SHORE LINE OF NORTH BAY, 1.29 KM (0.80 MI) NORTH OF
 SD0712'THE MOUTH OF CHENOIS CREEK AND ON PROPERTY OWNED BY MR. JOSE GONZALES,
 SD0712'RT C, BOX 1925, HOQUIAM, WA 98550. TO REACH FROM THE JUNCTION OF US
 SD0712'HIGHWAY 101 AND STATE ROUTE 109 IN HOQUIAM, GO WESTERLY ON STATE ROUTE
 SD0712'109 FOR 11.43 KM (7.10 MI) TO THE BRIDGE OVER GRASS CREEK.  CONTINUE
 SD0712'AHEAD NORTHERLY ON STATE ROUTE 109 FOR 3.54 KM (2.20 MI) TO THE BRIDGE
 SD0712'OVER CHENOIS CREEK.  CONTINUE AHEAD NORTH ON STATE ROUTE 109 FOR 0.64
 SD0712'KM (0.40 MI) TO A SIDE ROAD LEFT AND SIGN, SEAHORSE RANCH.  TURN LEFT
 SD0712'AND GO WEST ON THE SURFACED ROAD, CROSSING THE RAILROAD TRACKS, FOR
 SD0712'0.16 KM (0.10 MI) TO THE RANCH OFFICE.  CONTINUE WEST ON THE SURFACED
 SD0712'ROAD FOR 0.32 KM (0.20 MI) TO A FORK.  TAKE THE LEFT FORK FOR 0.32 KM
 SD0712'(0.20 MI) TO A POINT WHERE THE ROAD PASSES UNDER A POWER LINE.  BEAR
 SD0712'RIGHT ACROSS COUNTRY FOR 0.48 KM (0.30 MI) TO THE END OF THE POINT AND
 SD0712'THE STATION. THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 SD0712'THAT IS 0.15 M (0.49 FT) IN DIAMETER AND IS FLUSH WITH THE GROUND
 SD0712'SURFACE.  IT IS 5.871 M (19.262 FT) SOUTH-SOUTHWEST OF REFERENCE MARK
 SD0712'1, 11.897 M (39.032 FT) SOUTH-SOUTHWEST OF REFERENCE MARK 2, 11.042 M
 SD0712'(36.227 FT) SOUTHWEST OF STATION CHENOIS 2, 0.61 M (2.00 FT) EAST OF
 SD0712'THE EDGE OF THE BLUFF AND 0.61 M (2.00 FT) WEST OF A METAL WITNESS
 SD0712'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1532 ***********************************************************************
 SX1532  DESIGNATION -  CHERRY
 SX1532  PID         -  SX1532
 SX1532  STATE/COUNTY-  WA/KING
 SX1532  USGS QUAD   -  MONROE (1993)
 SX1532
 SX1532                         *CURRENT SURVEY CONTROL
 SX1532  ___________________________________________________________________
 SX1532* NAD 83(1991)-  47 46 29.51455(N)    121 55 40.99947(W)     ADJUSTED  
 SX1532* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 SX1532  ___________________________________________________________________
 SX1532  LAPLACE CORR-          15.82  (seconds)                    DEFLEC99
 SX1532  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SX1532
 SX1532  HORZ ORDER  -  SECOND
 SX1532
 SX1532.The horizontal coordinates were established by classical geodetic methods
 SX1532.and adjusted by the National Geodetic Survey in December 1991..
 SX1532
 SX1532.The orthometric height was scaled from a topographic map.
 SX1532
 SX1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1532
 SX1532.The geoid height was determined by GEOID03.
 SX1532
 SX1532;                    North         East     Units Scale Factor Converg.
 SX1532;SPC WA N     -    86,734.428   417,957.218   MT  0.99996008   -0 48 54.2
 SX1532;SPC WA N     -   284,561.20  1,371,247.97   sFT  0.99996008   -0 48 54.2
 SX1532;UTM  10      - 5,291,834.253   580,309.080   MT  0.99967925   +0 47 37.8
 SX1532
 SX1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1532!SPC WA N     -   0.99995557  x   0.99996008  =   0.99991565
 SX1532!UTM  10      -   0.99995557  x   0.99967925  =   0.99963483
 SX1532
 SX1532:                Primary Azimuth Mark                     Grid Az
 SX1532:SPC WA N     -  PLATTS LOOKOUT                           094 15 12.4
 SX1532:UTM  10      -  PLATTS LOOKOUT                           092 38 40.4
 SX1532
 SX1532|---------------------------------------------------------------------|
 SX1532| PID    Reference Object                     Distance      Geod. Az  |
 SX1532|                                                           dddmmss.s |
 SX1532| SX1527 PLATTS LOOKOUT                      APPROX. 5.4 KM 0932618.2 |
 SX1532| CF4213 CHERRY RM                            10.348 METERS 32740     |
 SX1532|---------------------------------------------------------------------|
 SX1532
 SX1532                          SUPERSEDED SURVEY CONTROL
 SX1532
 SX1532  NAD 83(1986)-  47 46 29.50609(N)    121 55 41.00209(W) AD(       ) 2
 SX1532  NAD 27      -  47 46 30.14800(N)    121 55 36.56400(W) AD(       ) 2
 SX1532
 SX1532.Superseded values are not recommended for survey control.
 SX1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1532.See file dsdata.txt to determine how the superseded data were derived.
 SX1532
 SX1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8030991834(NAD 83)
 SX1532
 SX1532  HISTORY     - Date     Condition        Report By
 SX1532  HISTORY     - 1937     MONUMENTED       WAGS
 SX1532  HISTORY     - 1971     SEE DESCRIPTION  WA-033
 SX1532  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SX1532
 SX1532                          STATION DESCRIPTION
 SX1532
 SX1532'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1532'STATION IS LOCATED ABOUT 3 MILES NE OF DUVALL, ON THE W SIDE OF
 SX1532'THE SNOQUALMIE VALLEY.  STATION IS ABOUT 50 YARDS W OF THE HIGHEST
 SX1532'PART OF THE LOGGED-OFF HILL.
 SX1532'
 SX1532'STATION IS REACHED AS FOLLOWS--FROM ANDERSONS GARAGE IN DUVALL,
 SX1532'RUN 0.2 MILE N ON PAVED HIGHWAY, TURN RIGHT ON GRAVEL ROAD AND RUN
 SX1532'0.3 MILE PAST CHERRY VALLEY SCHOOL.  CONTINUE 2.3 MILES.  CROSS
 SX1532'CHERRY CREEK BRIDGE, RUN 0.1 MILE, TAKE RIGHT FORK, RUN 1.6 MILES,
 SX1532'TURN SHARP LEFT, RUN 0.5 MILE CROSS BRIDGE, RUN 0.3 MILE, TURN
 SX1532'SHARP RIGHT ON HAIR-PIN CURVE.  RUN 0.5 MILE, TAKE LEFT FORK,
 SX1532'RUN 0.5 MILE, TAKE LEFT FORK, RUN 0.2 MILE, PASS SCHOOLHOUSE,
 SX1532'RUN 0.2 MILE CROSS BRIDGE, RUN 0.3 MILE TAKE RIGHT FORK TURNING
 SX1532'SHARPLY, RUN 0.2 MILE, TAKE RIGHT FORK, RUN 0.8 MILE, STOP AT
 SX1532'C.R. BRENNEMANS HOUSE.  TAKE PATH IN BACK OF BRENNEMANS BARN TO
 SX1532'FOOT OF HILL.  SEE TALL CEDAR ABOUT 100 YARDS NE OF THE TOP OF
 SX1532'THE HILL.  STATION IS ABOUT 100 YARDS SE OF THIS TREE.
 SX1532
 SX1532                          STATION RECOVERY (1971)
 SX1532
 SX1532'RECOVERY NOTE BY KING COUNTY WASHINGTON 1971 (CWC)
 SX1532'SEARCHED FOR AND NOT FOUND.  THE PUBLISHED DESCRIPTION DOESNT
 SX1532'GIVE ANY INFORMATION OF ANY VALUE WHATEVER.  IT IS TOTALLY
 SX1532'WORTHLESS.  IT IS DIFFICULT TO TELL WHERE TO LOOK FOR A STATION
 SX1532'OF UNKNOWN DESCRIPTION WHEN THE DESCRIPTION SAYS IT IS 50 YARDS
 SX1532'WEST OF THE HIGHEST PART OF THE HILL AND AT THE SAME TIME IT IS
 SX1532'100 YARDS SOUTHEAST OF A TREE THAT IS 100 YARDS NORTHEAST OF THE
 SX1532'TOP OF THE HILL.  THE PLOTTED POSITION ON A USGS MAP INDICATES
 SX1532'IT IS WEST OF A BPA TRANMISSION LINE WHICH CROSSES THE HIGH
 SX1532'POINT OF THE HILL.  IF IT IS IN THE TRANSMISSION LINE RIGHT OF
 SX1532'WAY IT IS PROBABLY DESTROYED.  IF IT IS IN THE HEAVILY WOODED
 SX1532'AREA WEST OF THE RIGHT OF WAY IT WILL BE DIFFICULT TO FIND.
 SX1532'
 SX1532'THE TOP OF THE HILL IS ACCESSIBLE BY VEHICLE.
 SX1532
 SX1532                          STATION RECOVERY (1973)
 SX1532
 SX1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SX1532'THE STATION AND REFERENCE MARK WERE SEARCHED FOR BUT COULD NOT BE
 SX1532'RECOVERED AND SHOULD BE CONSIDERED DESTROYED.
 SX1532'
 SX1532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SX1532'3 MILES NE OF DUVALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5484 ***********************************************************************
 SY5484  DESIGNATION -  CHERRY 1878
 SY5484  PID         -  SY5484
 SY5484  STATE/COUNTY-  WA/JEFFERSON
 SY5484  USGS QUAD   -  SEABECK (1973)
 SY5484
 SY5484                         *CURRENT SURVEY CONTROL
 SY5484  ___________________________________________________________________
 SY5484* NAD 83(1991)-  47 41 27.36871(N)    122 49 51.72481(W)     ADJUSTED  
 SY5484* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 SY5484  ___________________________________________________________________
 SY5484  LAPLACE CORR-         -18.68  (seconds)                    DEFLEC99
 SY5484  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SY5484
 SY5484  HORZ ORDER  -  THIRD
 SY5484
 SY5484.The horizontal coordinates were established by classical geodetic methods
 SY5484.and adjusted by the National Geodetic Survey in December 1991..
 SY5484
 SY5484.The orthometric height was scaled from a topographic map.
 SY5484
 SY5484.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5484
 SY5484.The geoid height was determined by GEOID03.
 SY5484
 SY5484;                    North         East     Units Scale Factor Converg.
 SY5484;SPC WA N     -    78,765.828   350,053.959   MT  0.99996986   -1 29 14.4
 SY5484;SPC WA N     -   258,417.55  1,148,468.70   sFT  0.99996986   -1 29 14.4
 SY5484;SPC WA S     -   264,656.230   325,016.969   MT  1.00010158   -1 41 35.7
 SY5484;SPC WA S     -   868,292.98  1,066,326.51   sFT  1.00010158   -1 41 35.7
 SY5484;UTM  10      - 5,281,963.772   512,679.149   MT  0.99960198   +0 07 29.8
 SY5484
 SY5484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5484!SPC WA N     -   0.99999854  x   0.99996986  =   0.99996840
 SY5484!SPC WA S     -   0.99999854  x   1.00010158  =   1.00010012
 SY5484!UTM  10      -   0.99999854  x   0.99960198  =   0.99960052
 SY5484
 SY5484:                Primary Azimuth Mark                     Grid Az
 SY5484:SPC WA N     -  BOULDER 1878                             201 03 57.5
 SY5484:SPC WA S     -  BOULDER 1878                             201 16 18.8
 SY5484:UTM  10      -  BOULDER 1878                             199 27 13.3
 SY5484
 SY5484|---------------------------------------------------------------------|
 SY5484| PID    Reference Object                     Distance      Geod. Az  |
 SY5484|                                                           dddmmss.s |
 SY5484| SY5494 BOULDER 1878                        APPROX. 5.1 KM 1993443.1 |
 SY5484|---------------------------------------------------------------------|
 SY5484
 SY5484                          SUPERSEDED SURVEY CONTROL
 SY5484
 SY5484  NAD 83(1986)-  47 41 27.36520(N)    122 49 51.73204(W) AD(       ) 3
 SY5484  NAD 27      -  47 41 28.04500(N)    122 49 47.16300(W) AD(       ) 3
 SY5484
 SY5484.Superseded values are not recommended for survey control.
 SY5484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5484.See file dsdata.txt to determine how the superseded data were derived.
 SY5484
 SY5484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1267981964(NAD 83)
 SY5484
 SY5484  HISTORY     - Date     Condition        Report By
 SY5484  HISTORY     - 1878     MONUMENTED       CGS
 SY5484  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5484
 SY5484                          STATION DESCRIPTION
 SY5484
 SY5484'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (JJG)
 SY5484'STATION IS AT THE MOST SW POINT OF TOANDOS PENINSULA AND FROM
 SY5484'STATION WINBURN SHOWS AS A TANGENT TO THE POINT.  IT IS AT THE ONLY
 SY5484'POINT FROM WHICH STATIONS WINBURN AND WAWA ARE BOTH VISIBLE.  TO
 SY5484'THE E OF THE STATION THE BLUFF IS STEEP AND BROKEN, WHILE TO
 SY5484'THE W IT IS SLIGHTLY BROKEN AND COVERED WITH ALDER AND OTHER
 SY5484'SMALL TREES.  A NUMBER OF WILD CHERRIES GROW NEAR THE STATION.
 SY5484'IT IS ON A LOW BENCH FORMED BY A LANDSLIDE, ABOUT 5 FEET ABOVE
 SY5484'TIDES, AND ONLY LARGE ENOUGH TO CONTAIN STATION.  IN FRONT IS
 SY5484'A MASS OF ROOTS AND TREE TOPS BROUGHT DOWN WITH THE SLIDE.
 SY5484'STATION IS 5 PACES BACK FROM HIGH-WATER MARK TOWARD SEABECK
 SY5484'POINT AND 4 PACES TOWARD SYLOPASH.
 SY5484'
 SY5484'STATION IS MARKED 10 INCHES BENEATH SURFACE BY A STONE HAVING A
 SY5484'1/2-INCH HOLE DRILLED 2 INCHES DEEP FOR CENTER.
 SY5484'
 SY5484'STUBS WERE PLACED--TWO PARALLEL WITH THE SHORELINE AND ONE AT
 SY5484'RIGHT ANGLES INSHORE.  EACH MARKED WITH A COPPER NAIL 6 FEET
 SY5484'FROM CENTER.
 SY5484'
 SY5484'SEES FROM WINBURN AROUND TO WAWA.
 SY5484
 SY5484                          STATION RECOVERY (1963)
 SY5484
 SY5484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5484'THE STATION IS LOST.  THE STATION SITE AREA IS IN A SLIDE AREA
 SY5484'THAT IS CONSTANTLY SLOUGHING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1536 ***********************************************************************
 SX1536  DESIGNATION -  CHERRY 2
 SX1536  PID         -  SX1536
 SX1536  STATE/COUNTY-  WA/KING
 SX1536  USGS QUAD   -  MONROE (1993)
 SX1536
 SX1536                         *CURRENT SURVEY CONTROL
 SX1536  ___________________________________________________________________
 SX1536* NAD 83(1991)-  47 46 30.09068(N)    121 55 40.53776(W)     ADJUSTED  
 SX1536* NAVD 88     -       308.4    (meters)    1012.     (feet)  VERTCON   
 SX1536  ___________________________________________________________________
 SX1536  LAPLACE CORR-          15.65  (seconds)                    DEFLEC99
 SX1536  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SX1536
 SX1536  HORZ ORDER  -  FIRST
 SX1536
 SX1536.The horizontal coordinates were established by classical geodetic methods
 SX1536.and adjusted by the National Geodetic Survey in December 1991..
 SX1536
 SX1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1536
 SX1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1536
 SX1536.The geoid height was determined by GEOID03.
 SX1536
 SX1536;                    North         East     Units Scale Factor Converg.
 SX1536;SPC WA N     -    86,752.083   417,967.083   MT  0.99996007   -0 48 53.8
 SX1536;SPC WA N     -   284,619.13  1,371,280.34   sFT  0.99996007   -0 48 53.8
 SX1536;UTM  10      - 5,291,852.172   580,318.442   MT  0.99967927   +0 47 38.1
 SX1536
 SX1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1536!SPC WA N     -   0.99995521  x   0.99996007  =   0.99991528
 SX1536!UTM  10      -   0.99995521  x   0.99967927  =   0.99963449
 SX1536
 SX1536|---------------------------------------------------------------------|
 SX1536| PID    Reference Object                     Distance      Geod. Az  |
 SX1536|                                                           dddmmss.s |
 SX1536| CF4216 CHERRY 2 RM 4                        14.822 METERS 04455     |
 SX1536| CF4215 CHERRY 2 RM 3                                      09039     |
 SX1536| SX1460 HARRIS                              APPROX. 8.1 KM 1481908.8 |
 SX1536| CF4214 CHERRY 2 RM 2                        14.957 METERS 15928     |
 SX1536|---------------------------------------------------------------------|
 SX1536
 SX1536                          SUPERSEDED SURVEY CONTROL
 SX1536
 SX1536  NAD 83(1986)-  47 46 30.08192(N)    121 55 40.54079(W) AD(       ) 1
 SX1536  NAD 27      -  47 46 30.71832(N)    121 55 36.10429(W) AD(       ) 1
 SX1536  NGVD 29 (07/19/86)  307.3    (m)         1008.     (f) VERT ANG       
 SX1536
 SX1536.Superseded values are not recommended for survey control.
 SX1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1536.See file dsdata.txt to determine how the superseded data were derived.
 SX1536
 SX1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8031891852(NAD 83)
 SX1536_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1536_SETTING: 66 = SET IN ROCK OUTCROP
 SX1536
 SX1536  HISTORY     - Date     Condition        Report By
 SX1536  HISTORY     - 1973     MONUMENTED       NGS
 SX1536
 SX1536                          STATION DESCRIPTION
 SX1536
 SX1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SX1536'LOCATED ABOUT 4 MILES NORTHEAST OF DUVALL, 1 MILE WEST OF LAKE
 SX1536'MARGARET AND IN THE SOUTHWEST 1/4 OF SECTION 4 T 26 N R 7 E.
 SX1536'
 SX1536'TO REACH FROM THE DUVALL POST OFFICE, GO NORTH ON STATE HIGHWAY
 SX1536'203 FOR 3.3 MILES TO THE KING-SNOHOMISH COUNTY LINE, CONTINUE
 SX1536'STRAIGHT AHEAD ON HIGHWAY 203 FOR 0.55 MILE TO A FORK.  TAKE THE
 SX1536'RIGHT FORK UP HILL ON A GRAVEL ROAD FOR 1.15 MILES TO A FORK,
 SX1536'TAKE THE RIGHT FORK FOR 2.0 MILES TO A FORK, TAKE THE RIGHT FORK,
 SX1536'DIRT ROAD, FOR 0.55 MILE TO A CROSSROAD.  CONTINUE STRAIGHT
 SX1536'AHEAD ON MAIN TRAVELED ROAD FOR 0.4 MILE TO A T-INTERSECTION,
 SX1536'TURN LEFT ON GRAVEL ROAD FOR 0.5 MILE TO A T-INTERSECTION AT A
 SX1536'TRANSMISSION POWER LINE, TURN RIGHT ALONG THE POWER LINE FOR 0.5
 SX1536'MILE TO THE STATION ON THE RIGHT.  TO REACH REFERENCE MARK 3
 SX1536'FROM THE STATION, GO EAST UNDER THE POWER LINES FOR 0.05 MILE TO
 SX1536'THE MARK.
 SX1536'
 SX1536'STATION MARK IS A STANDARD DISK STAMPED CHERRY 2 1973, CEMENTED IN
 SX1536'A DRILL HOLE IN BEDROCK AND IS FLUSH WITH THE ROCK SURFACE.  IT IS
 SX1536'105.0 FEET WEST-SOUTHWEST OF THE SOUTH LEG OF TRANSMISSION LINE
 SX1536'TOWER NUMBER BR 44, 54 FEET WEST OF THE APPROXIMATE CENTER OF A
 SX1536'TRACK ROAD AND 33.5 FEET SOUTH OF A METAL WITNESS POST.
 SX1536'
 SX1536'REFERENCE MARK 2, IS A STANDARD DISK STAMPED CHERRY 2 NO 2 1973,
 SX1536'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT OUTCROPPING OF BEDROCK
 SX1536'THAT PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 109.0 FEET
 SX1536'SOUTHWEST OF THE SOUTH LEG OF TRANSMISSION TOWER NUMBER BR 44,
 SX1536'80.2 FEET SOUTH-SOUTHEAST OF THE WITNESS POST AND 36 FEET WEST OF
 SX1536'THE APPROXIMATE CENTER OF THE TRACK ROAD.
 SX1536'
 SX1536'REFERENCE MARK 4, IS A STANDARD DISK STAMPED CHERRY 2 NO 4 1973,
 SX1536'CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH WITH THE ROCK
 SX1536'SURFACE.  IT IS 49.6 FEET WEST-NORTHWEST OF THE SOUTHWEST LEG OF
 SX1536'TRANSMISSION TOWER NUMBER BR 44, 30.1 FEET EAST OF THE WITNESS
 SX1536'POST AND 12 FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK
 SX1536'ROAD.
 SX1536'
 SX1536'REFERENCE MARK 3, IS A STANDARD DISK STAMPED CHERRY 2 NO 3 1973,
 SX1536'CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH WITH THE ROCK
 SX1536'SURFACE.  IT IS 42 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 SX1536'EASTERLY TRANSMISSION POWER LINE TOWER, 8.5 FEET WEST OF A METAL
 SX1536'WITNESS POST AND 4 FEET EAST OF THE EAST LINE OF THE POWER LINE.
 SX1536'
 SX1536'HEIGHT OF LIGHT ABOVE STATION MARK 35.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1750 ***********************************************************************
 SY1750  DESIGNATION -  CHET
 SY1750  PID         -  SY1750
 SY1750  STATE/COUNTY-  WA/MASON
 SY1750  USGS QUAD   -  SHELTON (1981)
 SY1750
 SY1750                         *CURRENT SURVEY CONTROL
 SY1750  ___________________________________________________________________
 SY1750* NAD 83(1991)-  47 08 51.84257(N)    123 01 02.46686(W)     ADJUSTED  
 SY1750* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY1750  ___________________________________________________________________
 SY1750  LAPLACE CORR-          -8.58  (seconds)                    DEFLEC99
 SY1750  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SY1750
 SY1750  HORZ ORDER  -  THIRD
 SY1750
 SY1750.The horizontal coordinates were established by classical geodetic methods
 SY1750.and adjusted by the National Geodetic Survey in December 1991..
 SY1750
 SY1750.The orthometric height was scaled from a topographic map.
 SY1750
 SY1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1750
 SY1750.The geoid height was determined by GEOID03.
 SY1750
 SY1750;                    North         East     Units Scale Factor Converg.
 SY1750;SPC WA S     -   204,722.714   309,108.176   MT  0.99996283   -1 49 42.9
 SY1750;SPC WA S     -   671,661.10  1,014,132.41   sFT  0.99996283   -1 49 42.9
 SY1750;UTM  10      - 5,221,581.618   498,684.452   MT  0.99960002   -0 00 45.8
 SY1750
 SY1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1750!SPC WA S     -   1.00000306  x   0.99996283  =   0.99996589
 SY1750!UTM  10      -   1.00000306  x   0.99960002  =   0.99960308
 SY1750
 SY1750:                Primary Azimuth Mark                     Grid Az
 SY1750:SPC WA S     -  SOLO                                     031 03 46.0
 SY1750:UTM  10      -  SOLO                                     029 14 48.9
 SY1750
 SY1750|---------------------------------------------------------------------|
 SY1750| PID    Reference Object                     Distance      Geod. Az  |
 SY1750|                                                           dddmmss.s |
 SY1750| SY1725 SOLO                                APPROX. 0.7 KM 0291403.1 |
 SY1750| DD9527 CHET RM 1                            31.790 METERS 32045     |
 SY1750|---------------------------------------------------------------------|
 SY1750
 SY1750                          SUPERSEDED SURVEY CONTROL
 SY1750
 SY1750  NAD 83(1986)-  47 08 51.84038(N)    123 01 02.47635(W) AD(       ) 3
 SY1750  NAD 27      -  47 08 52.48600(N)    123 00 57.96600(W) AD(       ) 3
 SY1750
 SY1750.Superseded values are not recommended for survey control.
 SY1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1750.See file dsdata.txt to determine how the superseded data were derived.
 SY1750
 SY1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9868421582(NAD 83)
 SY1750
 SY1750  HISTORY     - Date     Condition        Report By
 SY1750  HISTORY     - 1936     MONUMENTED       CGS
 SY1750  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SY1750
 SY1750                          STATION DESCRIPTION
 SY1750
 SY1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1750'STATION MARK IS SET IN A DRILL HOLE IN THE TOP OF A LARGE ROCK ON
 SY1750'THE W SIDE OF THE INLET JUST S OF THE ENTRANCE TO SKOOKUM
 SY1750'INLET.  THIS ROCK IS ABOUT 30 FEET LONG AND 16 FEET WIDE.  THE
 SY1750'TOP PROJECTS ABOUT 6 FEET ABOVE HIGHER HIGH WATER.  THREE DRILL
 SY1750'HOLES ABOUT 1 INCH DEEP WERE DRILLED FOR THE TRIPOD LEGS.  FOUR
 SY1750'OTHER HOLES WERE ALSO DRILLED AND 3/4-INCH IRON PINS WERE DRIVEN
 SY1750'IN FOR ATTACHING GUY WIRES.
 SY1750'
 SY1750'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN A BOULDER,
 SY1750'AS DESCRIBED IN NOTE 12C.  IT IS NEAR THE HIGH-WATER LINE TO THE
 SY1750'NW FROM THE STATION.
 SY1750
 SY1750                          STATION RECOVERY (1948)
 SY1750
 SY1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HBW)
 SY1750'DESCRIPTION IS ADEQUATE.  STATION MARK IS IN GOOD
 SY1750'CONDITION.  REFERENCE MARKS WERE NOT LOOKED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2235 ***********************************************************************
 SA2235  DESIGNATION -  CHEV
 SA2235  PID         -  SA2235
 SA2235  STATE/COUNTY-  WA/BENTON
 SA2235  USGS QUAD   -  PASCO (1992)
 SA2235
 SA2235                         *CURRENT SURVEY CONTROL
 SA2235  ___________________________________________________________________
 SA2235* NAD 83(1991)-  46 11 20.39998(N)    119 03 18.91362(W)     ADJUSTED  
 SA2235* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 SA2235  ___________________________________________________________________
 SA2235  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 SA2235  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SA2235
 SA2235  HORZ ORDER  -  SECOND
 SA2235
 SA2235.The horizontal coordinates were established by classical geodetic methods
 SA2235.and adjusted by the National Geodetic Survey in December 1991..
 SA2235
 SA2235.The orthometric height was scaled from a topographic map.
 SA2235
 SA2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2235
 SA2235.The geoid height was determined by GEOID03.
 SA2235
 SA2235;                    North         East     Units Scale Factor Converg.
 SA2235;SPC WA S     -    96,128.339   611,520.037   MT  0.99993836   +1 02 58.0
 SA2235;SPC WA S     -   315,381.06  2,006,295.32   sFT  0.99993836   +1 02 58.0
 SA2235;UTM  11      - 5,117,100.173   341,401.031   MT  0.99990922   -1 29 00.4
 SA2235
 SA2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2235!SPC WA S     -   0.99998601  x   0.99993836  =   0.99992437
 SA2235!UTM  11      -   0.99998601  x   0.99990922  =   0.99989523
 SA2235
 SA2235                          SUPERSEDED SURVEY CONTROL
 SA2235
 SA2235  NAD 83(1991)-  46 11 20.40047(N)    119 03 18.91312(W) AD(       ) 2
 SA2235  NAD 83(1986)-  46 11 20.40751(N)    119 03 18.90617(W) AD(       ) 2
 SA2235  NAD 27      -  46 11 20.91600(N)    119 03 14.87800(W) AD(       ) 2
 SA2235
 SA2235.Superseded values are not recommended for survey control.
 SA2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2235.See file dsdata.txt to determine how the superseded data were derived.
 SA2235
 SA2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4140117100(NAD 83)
 SA2235_MARKER: Z = SEE DESCRIPTION
 SA2235_SETTING: 0 = UNSPECIFIED SETTING
 SA2235_STAMPING: CHEV 1947
 SA2235_MARK LOGO: USE   
 SA2235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2235
 SA2235  HISTORY     - Date     Condition        Report By
 SA2235  HISTORY     - 1947     MONUMENTED       USE
 SA2235  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SA2235  HISTORY     - 1973     SEE DESCRIPTION  BPA
 SA2235
 SA2235                          STATION DESCRIPTION
 SA2235
 SA2235'DESCRIBED BY US ENGINEERS 1947 (WRG)
 SA2235'STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST FROM 3RD AVE. AND
 SA2235'WASHINGTON ST., KENNEWICK, WASH.
 SA2235'
 SA2235'TO REACH FROM THIRD AND WASHINGTON ST IN KENNEWICK, WASH.  GO
 SA2235'SOUTHEAST ALONG 3RD AVE. AND OILED ROAD 3.45 MILES TO T
 SA2235'INTERSECTION.  TURN SOUTH ALONG OIL ROAD 045 MILES.  FROM OIL ROAD
 SA2235'ABOUT 180 FT WEST TO STATION.
 SA2235'
 SA2235'ABOUT 180 FT. FROM OIL ROAD.  ABOUT 75 FT. FROM DIRT ROAD ON
 SA2235'SANDY KNOLL A STANDARD BRONZE DISK SET IN CONCRETE MONUMENT
 SA2235'STAMPED CHEV 1947.
 SA2235
 SA2235                          STATION RECOVERY (1957)
 SA2235
 SA2235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA2235'RECOVERED IN GOOD CONDITION, ABOUT 3 MILES SOUTHEAST OF KENNEWICK,
 SA2235'ABOUT 600 FEET SOUTHWEST OF THE COLUMBIA RIVER, ABOUT 210 FEET
 SA2235'SOUTHWEST OF THE JUNCTION OF FINLEY ROAD AND HANEY ROAD, ABOUT
 SA2235'130 FEET WEST OF HANEY ROAD, 6.1 FEET SOUTH OF A WITNESS POST,
 SA2235'ON A LOW SANDY KNOLL.
 SA2235'
 SA2235'THE STATION IS A CORPS OF ENGINEERS DISK STAMPED CHEV 1947 SET
 SA2235'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 4
 SA2235'INCHES ABOVE THE GROUND.
 SA2235'
 SA2235'TO REACH FROM THIRD AVENUE AND WASHINGTON STREET IN KENNEWICK,
 SA2235'GO SOUTHEAST ON THIRD AVENUE, FOLLOWING THE MAIN PAVED ROAD FOR
 SA2235'3.9 MILES TO A T-ROAD, TURN RIGHT (SOUTH) ON HANEY ROAD, GO 0.05
 SA2235'MILE AND STATION ON THE RIGHT.
 SA2235
 SA2235                          STATION RECOVERY (1973)
 SA2235
 SA2235'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1973 (JS)
 SA2235'CANNOT RECOVER STATION MARK.  ACCORDING TO PROPERTY OWNER,
 SA2235'STATION IS NOW UNDER HOUSE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1883 ***********************************************************************
 SA1883  DESIGNATION -  CHEW
 SA1883  PID         -  SA1883
 SA1883  STATE/COUNTY-  WA/WALLA WALLA
 SA1883  USGS QUAD   -  AYER (1981)
 SA1883
 SA1883                         *CURRENT SURVEY CONTROL
 SA1883  ___________________________________________________________________
 SA1883* NAD 83(1991)-  46 36 04.55848(N)    118 19 04.89863(W)     ADJUSTED  
 SA1883* NAVD 88     -       201.1    (meters)     660.     (feet)  VERTCON   
 SA1883  ___________________________________________________________________
 SA1883  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 SA1883  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 SA1883
 SA1883  HORZ ORDER  -  THIRD
 SA1883
 SA1883.The horizontal coordinates were established by classical geodetic methods
 SA1883.and adjusted by the National Geodetic Survey in December 1991..
 SA1883
 SA1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1883
 SA1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1883
 SA1883.The geoid height was determined by GEOID03.
 SA1883
 SA1883;                    North         East     Units Scale Factor Converg.
 SA1883;SPC WA S     -   143,242.582   667,147.059   MT  0.99991464   +1 35 05.9
 SA1883;SPC WA S     -   469,955.04  2,188,798.31   sFT  0.99991464   +1 35 05.9
 SA1883;UTM  11      - 5,161,699.526   399,053.675   MT  0.99972525   -0 57 27.9
 SA1883
 SA1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1883!SPC WA S     -   0.99997174  x   0.99991464  =   0.99988638
 SA1883!UTM  11      -   0.99997174  x   0.99972525  =   0.99969700
 SA1883
 SA1883|---------------------------------------------------------------------|
 SA1883| PID    Reference Object                     Distance      Geod. Az  |
 SA1883|                                                           dddmmss.s |
 SA1883| CF4643 CHEW RM 1                             9.063 METERS 08214     |
 SA1883| CF4642 CHEW AZ MK                                         1605427.7 |
 SA1883| CF4644 CHEW RM 2                             7.910 METERS 16820     |
 SA1883|---------------------------------------------------------------------|
 SA1883
 SA1883                          SUPERSEDED SURVEY CONTROL
 SA1883
 SA1883  NAD 83(1986)-  46 36 04.56687(N)    118 19 04.89001(W) AD(       ) 3
 SA1883  NAD 27      -  46 36 05.04900(N)    118 19 00.98800(W) AD(       ) 3
 SA1883  NGVD 29 (07/19/86)  200.1    (m)          656.     (f) VERT ANG       
 SA1883
 SA1883.Superseded values are not recommended for survey control.
 SA1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1883.See file dsdata.txt to determine how the superseded data were derived.
 SA1883
 SA1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM9905461700(NAD 83)
 SA1883_MARKER: DS = TRIANGULATION STATION DISK
 SA1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1883
 SA1883  HISTORY     - Date     Condition        Report By
 SA1883  HISTORY     - 1946     MONUMENTED       CGS
 SA1883  HISTORY     - 1960     GOOD             CGS
 SA1883  HISTORY     - 1968     GOOD             CGS
 SA1883  HISTORY     - 20041016 GOOD             GEOCAC
 SA1883
 SA1883                          STATION DESCRIPTION
 SA1883
 SA1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SA1883'THE STATION IS LOCATED ON THE NORTHERN END OF A LOW RIDGE ABOUT
 SA1883'10.5 MILES, AIRLINE, NORTHWEST OF STARBUCK, ABOUT 4 MILES, AIRLINE,
 SA1883'EAST NORTHEAST OF THE HAAS POST OFFICE AND 0.5 MILE SOUTH OF THE
 SA1883'SNAKE RIVER.
 SA1883'
 SA1883'TO REACH THE STATION FROM THE GRAIN ELEVATOR IN THE NORTHEAST
 SA1883'EDGE OF STARBUCK GO NORTHWESTERLY ON GRAVEL ROAD ALONG THE NORTHEAST
 SA1883'SIDE OF RAILROAD FOR 2.0 MILES TO FORKS AND SIGN LYONS FERRY, TURN
 SA1883'RIGHT AS PER SIGN AND GO 4.9 MILES TO ROAD SHARP LEFT AND SIGNS
 SA1883'WALLA WALLA AND WAITSBURG.  TURN LEFT AS PER SIGNS AND GO 0.9
 SA1883'MILE TO FORK.  THENCE TAKE RIGHT FORK FOR 1.7 MILES TO T
 SA1883'INTERSECTION, TURN RIGHT AND GO 0.4 MILE TO A CATTLE GUARD AND
 SA1883'RANCH ROAD ON THE RIGHT.  TURN RIGHT ACROSS CATTLE GUARD AND
 SA1883'FOLLOW TRACK ROAD 1.4 MILES TO RANCH BUILDINGS.  THENCE
 SA1883'FOLLOW LANE PASSING TO LEFT OF THE HOUSE AND GO NORTHERLY
 SA1883'ALONG WEST SIDE OF BARN LOT FOR 0.3 MILE TO A BOARD GATE.  PASS
 SA1883'THROUGH GATE AND GO 0.1 MILE TO A FORK.  THENCE BEAR LEFT ON A
 SA1883'TRACK ROAD AND GO 1.1 MILES TO A LONG CONCRETE WATER TROUGH ON
 SA1883'LEFT, CONTINUE 1.1 MILES TO FORKS, TAKE RIGHT FORK FOR 0.9
 SA1883'MILE TO THE AZIMUTH MARK ON THE LEFT.  HERE LEAVE ROAD TURNING
 SA1883'RIGHT AND GO NORTHERLY DOWN GRADE FOR 0.2 MILE AND STATION SITE.
 SA1883'
 SA1883'THE STATION IS SITUATED ON END OF RIDGE IN PASTURE LAND ABOUT
 SA1883'400 FEET SOUTH OF SOUTH RAILROAD TRACK AND 206 FEET SOUTHEAST OF
 SA1883'SOUTHWEST FENCE CORNER.  THE DISK IS STAMPED CHEW 1946 AND PROJECTS
 SA1883'4 INCHES.
 SA1883'
 SA1883'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND AT SAME
 SA1883'LEVEL.  THE DISK IS STAMPED CHEW NO 1 1946 AND PROJECTS 4 INCHES.
 SA1883'
 SA1883'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND ABOUT 1 FOOT
 SA1883'HIGHER.  THE DISK IS STAMPED CHEW NO 2 1946 AND PROJECTS 4 INCHES.
 SA1883'
 SA1883'THE AZIMUTH MARK IS SOUTH SOUTHEAST OF THE STATION AND 30 FEET
 SA1883'SOUTH OF THE CENTER OF THE TRACK ROAD.  THE DISK IS STAMPED CHEW
 SA1883'1946 AND PROJECTS ABOUT 2 INCHES.
 SA1883
 SA1883                          STATION RECOVERY (1960)
 SA1883
 SA1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SA1883'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 SA1883'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND FOUND
 SA1883'TO BE, NO. 1 (29.74 FEET-9.062 METERS).  AND NO. 2 (25.89
 SA1883'FEET-7.890 METERS).  DESCRIPTION BY J.T.J. IN 1946 ADEQUATE AND
 SA1883'CORRECT EXCEPT FOR THE FOLLOWING.
 SA1883'
 SA1883'AZIMUTH MARK IS 25.0 FEET SOUTH OF CENTERLINE OF ROAD AND 4.0
 SA1883'FEET NORTH OF A LINE OF POLES.
 SA1883
 SA1883                          STATION RECOVERY (1968)
 SA1883
 SA1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RBM)
 SA1883'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 SA1883'GOOD CONDITION.  LOCATED ABOUT 11 MILES NORTHWEST OF STARBUCK,
 SA1883'ABOUT 1-1/2 MILES EAST OF AYER, ABOUT 1/4 MILE SOUTH OF THE SNAKE
 SA1883'RIVER, ABOUT 140 YARDS SOUTH OF THE TRACKS OF THE UNION PACIFIC
 SA1883'RAILROAD, ABOUT 500 FEET WEST-SOUTHWEST OF THE JUNCTION OF A
 SA1883'NORTH-SOUTH FENCE AND THE EAST-WEST RAILROAD RIGHT-OF-WAY FENCE,
 SA1883'ABOUT 200 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND ABOUT 100
 SA1883'FEET NORTHEAST OF THE EDGE OF A CULTIVATED FIELD AND IN AN
 SA1883'UNCULTIVATED AREA ON THE NORTH SLOPE OF A SMALL, GENTLE, BARE
 SA1883'RIDGE.
 SA1883'
 SA1883'THE STATION IS A STANDARD DISK STAMPED CHEW 1946 SET IN THE TOP
 SA1883'OF A 12 INCH SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES.
 SA1883'
 SA1883'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHEW NO 1 1946 SET
 SA1883'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 SA1883'ABOUT 4 INCHES.  IT IS EAST OF THE STATION AND ABOUT THE SAME
 SA1883'ELEVATION.
 SA1883'
 SA1883'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHEW NO 2 1946 SET
 SA1883'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, PROJECTING ABOUT
 SA1883'4 INCHES.  IT IS SOUTH OF THE STATION AND ABOUT 1 FOOT HIGHER IN
 SA1883'ELEVATION.
 SA1883'
 SA1883'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHEW 1946 SET IN THE
 SA1883'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE SURFACE
 SA1883'OF THE GROUND, ABOUT 155 FEET EAST-SOUTHEAST OF WOODEN POWER POLE
 SA1883'NO. 46 F 158 (THE POLE SUPPORTS THE JUNCTION OF TWO POWER LINES)
 SA1883'AND 30 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD.
 SA1883'
 SA1883'TO REACH THE STATION FROM THE RAILROAD STATION AT AYER, GO 0.1
 SA1883'MILE SOUTH ALONG THE MAIN ROAD, SWING RIGHT (WEST), GO 0.1 MILE,
 SA1883'TURN LEFT ON A DIRT SIDEROAD, GO 0.05 MILE TO A ROAD JUNCTION,
 SA1883'TURN LEFT (EAST), GO 1.5 MILES ALONG THE DIRT ROAD, TURN LEFT AT
 SA1883'A FENCE CORNER (AZIMUTH MARK ON THE RIGHT), GO 0.2 MILE DOWN HILL
 SA1883'(NORTH) ALONG THE EAST SIDE OF THE FENCE, TURN LEFT THROUGH A
 SA1883'GATE, GO 0.1 MILE SOUTHWEST ACROSS COUNTRY TO THE STATION.
 SA1883'
 SA1883'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA1883'1-1/2 MILES EAST OF AYER.
 SA1883
 SA1883                          STATION RECOVERY (2004)
 SA1883
 SA1883'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA1883'STATION, RM1 RM2 AND AZIMUTH LOCATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0831 ***********************************************************************
 TO0831  CBN         -  This is a Cooperative Base Network Control Station.
 TO0831  DESIGNATION -  CHEWELAH
 TO0831  PID         -  TO0831
 TO0831  STATE/COUNTY-  WA/STEVENS
 TO0831  USGS QUAD   -  GODDARDS PEAK (1992)
 TO0831
 TO0831                         *CURRENT SURVEY CONTROL
 TO0831  ___________________________________________________________________
 TO0831* NAD 83(1998)-  48 17 04.03557(N)    117 34 19.55552(W)     ADJUSTED  
 TO0831* NAVD 88     -      1760.7    (meters)    5777.     (feet)  VERTCON   
 TO0831  ___________________________________________________________________
 TO0831  X           -  -1,968,710.682 (meters)                     COMP
 TO0831  Y           -  -3,770,266.857 (meters)                     COMP
 TO0831  Z           -   4,739,283.498 (meters)                     COMP
 TO0831  LAPLACE CORR-           6.75  (seconds)                    DEFLEC99
 TO0831  ELLIP HEIGHT-        1743.48  (meters)          (07/03/01) GPS OBS
 TO0831  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 TO0831
 TO0831  HORZ ORDER  -  B
 TO0831  ELLP ORDER  -  FIFTH     CLASS I
 TO0831
 TO0831.The horizontal coordinates were established by GPS observations
 TO0831.and adjusted by the National Geodetic Survey in July 2001..
 TO0831.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TO0831.DATUM ITEM on the data sheet items page.
 TO0831
 TO0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0831
 TO0831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TO0831
 TO0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0831
 TO0831.The ellipsoidal height was determined by GPS observations
 TO0831.and is referenced to NAD 83.
 TO0831
 TO0831.The geoid height was determined by GEOID03.
 TO0831
 TO0831;                    North         East     Units Scale Factor Converg.
 TO0831;SPC WA N     -   147,936.817   741,944.512   MT  0.99994647   +2 25 41.0
 TO0831;SPC WA N     -   485,356.04  2,434,196.29   sFT  0.99994647   +2 25 41.0
 TO0831;UTM  11      - 5,348,075.094   457,559.214   MT  0.99962213   -0 25 37.4
 TO0831
 TO0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0831!SPC WA N     -   0.99972683  x   0.99994647  =   0.99967331
 TO0831!UTM  11      -   0.99972683  x   0.99962213  =   0.99934906
 TO0831
 TO0831|---------------------------------------------------------------------|
 TO0831| PID    Reference Object                     Distance      Geod. Az  |
 TO0831|                                                           dddmmss.s |
 TO0831| AB7197 CHEWELAH LOH                          2.398 METERS 05037     |
 TO0831| TO1168 CHEWELAH RM 1                         6.903 METERS 11057     |
 TO0831| TO1169 CHEWELAH RM 2                        27.135 METERS 22344     |
 TO0831| TO0839 STENSGAR                            APPROX.33.1 KM 2495256.5 |
 TO0831|---------------------------------------------------------------------|
 TO0831
 TO0831                          SUPERSEDED SURVEY CONTROL
 TO0831
 TO0831  NAD 83(1991)-  48 17 04.03423(N)    117 34 19.55639(W) AD(       ) B
 TO0831  ELLIP H (05/29/91) 1743.62   (m)                       GP(       ) 4 1
 TO0831  NAD 83(1986)-  48 17 04.04252(N)    117 34 19.55267(W) AD(       ) 1
 TO0831  NAD 27      -  48 17 04.40200(N)    117 34 15.70700(W) AD(       ) 1
 TO0831  NGVD 29 (05/29/91) 1759.4    (m)         5772.     (f) GPS OBS        
 TO0831
 TO0831.Superseded values are not recommended for survey control.
 TO0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0831.See file dsdata.txt to determine how the superseded data were derived.
 TO0831
 TO0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP5755948075(NAD 83)
 TO0831_MARKER: DS = TRIANGULATION STATION DISK
 TO0831_SETTING: 66 = SET IN ROCK OUTCROP
 TO0831_SP_SET: ROCK OUTCROP
 TO0831_STAMPING: CHEWELAH 1933 VA 5740
 TO0831_MARK LOGO: USGS  
 TO0831_PROJECTION: FLUSH
 TO0831_MAGNETIC: N = NO MAGNETIC MATERIAL
 TO0831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0831+STABILITY: POSITION/ELEVATION WELL
 TO0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0831+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1990
 TO0831
 TO0831  HISTORY     - Date     Condition        Report By
 TO0831  HISTORY     - 1930     MONUMENTED       USGS
 TO0831  HISTORY     - 1933     GOOD             USGS
 TO0831  HISTORY     - 1933     GOOD             USGS
 TO0831  HISTORY     - 1936     SEE DESCRIPTION  CGS
 TO0831  HISTORY     - 1943     GOOD             USGS
 TO0831  HISTORY     - 1963     GOOD             USGS
 TO0831  HISTORY     - 1963     GOOD             USGS
 TO0831  HISTORY     - 1966     GOOD             USGS
 TO0831  HISTORY     - 19810710 GOOD             NGS
 TO0831  HISTORY     - 19890907 GOOD             NGS
 TO0831  HISTORY     - 19900831 GOOD
 TO0831
 TO0831                          STATION DESCRIPTION
 TO0831
 TO0831'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 TO0831'ORIGINAL 1899 STATION, ROCK CAIRN, USED AS SIGNAL IN 1930
 TO0831'PROBABLY THE SAME AS THAT DESCRIBED IN 1899 AS STATION.  NEW
 TO0831'STATION MARK SET.  SEE 1963 FOR USGS DESCRIPTION.
 TO0831'
 TO0831'STATION MARK--STANDARD BRONZE TABLET STAMPED---VA 5740---, SET IN
 TO0831'ROCK.
 TO0831
 TO0831                          STATION RECOVERY (1933)
 TO0831
 TO0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933 (FGJ)
 TO0831'STATION IS ON THE HIGHEST POINT OF CHEWELAH PEAK, A ROUND AND
 TO0831'ROCKY KNOB WITH SCATTERED ALPINE FIR.  ELEVATION MARKED ON DISK,
 TO0831'5740 FEET.
 TO0831'
 TO0831'IT IS MARKED WITH A U.S.G.S. DISK, INSCRIBED BY THIS
 TO0831'PARTY-CHEWELAH, 1933.  BOTH REFERENCE MARKS ARE U.S.C. AND
 TO0831'G.S. STANDARD DISKS.
 TO0831'
 TO0831'THE STATION AND REFERENCE DISKS ARE WEDGED IN DRILL HOLES IN
 TO0831'OUTCROPPING BEDROCK.
 TO0831'
 TO0831'REFERENCE MARK NO.1 IS TO E OF STATION AND NO. 2 IS TO S OF
 TO0831'STATION.
 TO0831'
 TO0831'STATION REACHED FROM CHEWELAH AS FOLLOWS--GO E ON THE MAIN STREET
 TO0831'OF CHEWELAH 0.6 MILE.  TURN LEFT AND GO 0.05 MILE.  TURN RIGHT AND
 TO0831'GO 0.5 MILE.  TAKE LEFT FORK AND GO 0.8 MILE.  TAKE RIGHT FORK
 TO0831'AND GO 0.4 MILE.  KEEP STRAIGHT AHEAD PASSING LARGE WHITE HOUSE
 TO0831'AND GO 0.4 MILE.  TAKE RIGHT FORK AND GO 1.5 MILES.  TAKE LEFT
 TO0831'FORK AND GO 1.3 MILES.  TAKE LEFT FORK AND GO 4.2 MILES TO TOP
 TO0831'OF DIVIDE.  TRIANGULAR BLAZE ON PINE TREE AT RIGHT OF ROAD MARKS
 TO0831'THE BEGINNING OF TRAIL THAT GOES TO TOP OF MOUNTAIN AND STATION
 TO0831'AND IS ABOUT 3-1/2 MILES.  THIS STATION CAN ALSO BE REACHED FROM
 TO0831'CUSICK BY TAKING THE CHEWELAH ROAD AND IT IS 18.4 MILES FROM
 TO0831'RAILROAD STATION AT CUSICK TO THE BEGINNING OF TRAIL AND
 TO0831'BLAZE ON TREE.
 TO0831
 TO0831                          STATION RECOVERY (1933)
 TO0831
 TO0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 TO0831'RECOVERED IN GOOD CONDITION.
 TO0831
 TO0831                          STATION RECOVERY (1936)
 TO0831
 TO0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (CP)
 TO0831'STATION IS LOCATED ON THE SUMMIT OF CHEWELAH MOUNTAIN NEAR THE
 TO0831'CENTER OF SECTION 12, T 32 N, R 11 E, AND ABOUT 6-1/2 MILES E OF
 TO0831'THE TOWN OF CHEWELAH.
 TO0831'
 TO0831'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 TO0831'DRILL HOLES IN OUTCROPPING BEDROCK.
 TO0831'
 TO0831'STATION REACHED FROM JUNCTION OF U.S. HIGHWAY 395 AND MAIN STREET
 TO0831'OF CHEWELAH AS FOLLOWS--GO E ON MAIN STREET 0.5 MILE AND TURN
 TO0831'LEFT (N), GO 0.05 MILE AND TURN RIGHT (E), ON T-ROAD, GO 0.4
 TO0831'MILE AND TAKE LEFT FORK, GO 0.6 MILE OR 0.25 MILE PAST CEMETERY ON
 TO0831'LEFT, AND KEEP LEFT ON MAIN ROAD, GO 0.25 MILE AND KEEP STRAIGHT
 TO0831'AHEAD AT ROAD LEFT, GO 0.5 MILE AND KEEP STRAIGHT AHEAD AT
 TO0831'T-ROAD RIGHT, GO 0.25 MILE AND TAKE RIGHT FORK, GO 2.1 MILES AND
 TO0831'KEEP STRAIGHT AHEAD UPHILL AT SPRING JUST AFTER PASSING LOG
 TO0831'HOUSE ON LEFT.  GO 0.5 MILE AND KEEP MAIN LEFT FORK AT ARROW
 TO0831'SKI CABIN.  GO 1.65 MILES ON MAIN-TRAVELED ROAD AND CROSS SMALL
 TO0831'WOODEN BRIDGE, GO 0.85 MILE AND CROSS ANOTHER SMALL WOODEN
 TO0831'BRIDGE, GO 1.45 MILES OR 1.05 MILES AFTER CROSSING WOODEN BRIDGE
 TO0831'AT SPRING AND REACH END OF TRUCK TRAVEL AT TOP OF DIVIDE.
 TO0831'FROM HERE THE ROAD STARTS TO DESCEND OTHER SIDE OF MOUNTAIN.
 TO0831'PROCEED ON FOOT S UP SLOPE TO TOP OF RIDGE AND PICK UP FAINT DEER
 TO0831'TRAIL (BLAZED) WHICH FOLLOWS ALONG BACKBONE OF RIDGE MAKING A
 TO0831'LARGE HORSESHOE TURN TO THE LEFT, UP TO THE HIGHEST POINT AND
 TO0831'STATION.  THERE IS AN 8-FOOT ROCK CAIRN ON HIGHEST POINT.
 TO0831
 TO0831                          STATION RECOVERY (1943)
 TO0831
 TO0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 TO0831'RECOVERED AS DESCRIBED.
 TO0831'ALL MARKS IN GOOD CONDITION.  THERE IS NOW A USFS LOT
 TO0831'OVER STATION MARK.  NGS ADDED STAMPING TO STATION MARK AND SET
 TO0831'TWO RMS IN 1933.
 TO0831'
 TO0831'STATION MARK--STANDARD TABLET STAMPED---CHEWELAH 1933 VA 5740---,
 TO0831'SET IN ROCK UNDER LOT.
 TO0831'
 TO0831'RM 1--NGS RM DISK STAMPED---CHEWELAH NO 1 1933---, WEDGED IN DRILL
 TO0831'HOLE IN BEDROCK OUTCROP.
 TO0831'
 TO0831'RM 2--NGS RM DISK, STAMPING UNKNOWN, WEDGED IN DRILL HOLE IN
 TO0831'BEDROCK OUTCROP.
 TO0831
 TO0831                          STATION RECOVERY (1963)
 TO0831
 TO0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TO0831'RM 2 WAS FOUND BROKEN LOOSE.
 TO0831'
 TO0831'USGS DESCRIPTION FOLLOWS--LOCATED ABOUT 6.5 MI E. OF CHEWELAH,
 TO0831'NEAR CENTER OF SECTION 12, T32N, R11E.  ON SUMMIT OF CHEWELAH MTN.
 TO0831'
 TO0831'TO REACH FROM JCT. OF U.S. HWY. 395 AND MAIN STREET IN CHEWELAH,
 TO0831'GO E. ON MAIN STREET 1 MI TO FORK OF BLACKTOP RD.  TAKE LEFT FORK
 TO0831'(FLOWERY TRAIL RD.) 1.4 MI TO Y-JCT. AT END OF BLACKTOP.  TAKE
 TO0831'RIGHT FORK (FLOWERY TRAIL RD.) AND FOLLOW MAIN-TRAVELED RD. 6.8
 TO0831'MI TO RD. JCT. AT SADDLE.  TURN RIGHT 2.45 MI TO TOP OF RIDGE AT
 TO0831'SKI LIFT, FOLLOW RD. AROUND SWITCHBACK SE. ALONG RIDGE 1 MI TO
 TO0831'Y-RD.  KEEP LEFT (UPHILL) 1.1 MI TO TOP OF CHEWELAH PEAK AND
 TO0831'STATION.
 TO0831
 TO0831                          STATION RECOVERY (1963)
 TO0831
 TO0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TO0831'RECOVERED AS DESCRIBED.
 TO0831
 TO0831                          STATION RECOVERY (1966)
 TO0831
 TO0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TO0831'RECOVERED IN GOOD CONDITION.
 TO0831
 TO0831                          STATION RECOVERY (1981)
 TO0831
 TO0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 TO0831'RECOVERED AS DESCRIBED.
 TO0831
 TO0831                          STATION RECOVERY (1989)
 TO0831
 TO0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TO0831'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) NORTHWEST OF NEWPORT,
 TO0831'35.4 KM (22.0 MI) SOUTH-SOUTHEAST OF COLVILLE, 29 KM (18.0 MI)
 TO0831'NORTH-NORTHEAST OF SPRINGDALE, 11.3 KM (7.0 MI) EAST OF CHEWELAH, ON
 TO0831'THE SUMMIT OF CHEWELAH PEAK, IN SECTION 12, T32N, R11E AND AT THE SKI
 TO0831'AREA KNOWN AS 49 DEGREES NORTH.
 TO0831'TO REACH FROM THE JUNCTION OF US HIGHWAY 395 AND MAIN STREET IN
 TO0831'CHEWELAH, GO EAST ON MAIN STREET FOR 0.16 KM (0.10 MI) TO THE POST
 TO0831'OFFFICE ON THE RIGHT.  CONTINUE EAST ON MAIN STREET FOR 0.64 KM
 TO0831'(0.40 MI) TO A T-INTERSECTION.  TURN LEFT AND GO NORTH ON EAST HORN
 TO0831'STREET FOR 0.16 KM (0.10 MI) TO A SIDE ROAD RIGHT.TURN RIGHT AND GO
 TO0831'EAST ON THE SURFACED ROAD FOR 0.64 KM (0.40 MI) TO A FORK.  TAKE THE
 TO0831'LEFT FORK AS PER SIGN, CHEWELAH MT LOOKOUT, AND GO EAST ON THE
 TO0831'SURFACED ROAD FOR 13.84 KM (8.60 MI) TO A CROSS ROAD.  TURN RIGHT AND
 TO0831'GO WESTERLY ON THE BLADED US FOREST SERVICE ROAD 4342 FOR 5.79 KM
 TO0831'(3.60 MI) TO A FORK.  TAKE THE LEFT FORK UPHILL ON THE BLADED ROAD
 TO0831'FOR 1.93 KM (1.20 MI) TO THE HIGHEST POINT AND THE STATION.
 TO0831'THE MARK IS SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 TO0831'GROUND SURFACE.  IT IS 5.2 M (17.1 FT) SOUTH OF A POST SUPPORTING AN
 TO0831'ELECTRIC METER, 4.8 M (15.7 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF
 TO0831'AN ELECTRICAL TRANSFORMER BOX.  IT WOULD BE POSSIBLE TO RIDE THE SKI
 TO0831'LIFT TO THE STATION IN THE WINTER  AS THE CHAIR LIFT IS JUST NORTH OF
 TO0831'THE STATION.
 TO0831
 TO0831                          STATION RECOVERY (1990)
 TO0831
 TO0831'RECOVERED 1990
 TO0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5375 ***********************************************************************
 SY5375  DESIGNATION -  CHICO
 SY5375  PID         -  SY5375
 SY5375  STATE/COUNTY-  WA/KITSAP
 SY5375  USGS QUAD   -  BREMERTON WEST (1981)
 SY5375
 SY5375                         *CURRENT SURVEY CONTROL
 SY5375  ___________________________________________________________________
 SY5375* NAD 83(1991)-  47 36 13.72267(N)    122 42 01.56895(W)     ADJUSTED  
 SY5375* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY5375  ___________________________________________________________________
 SY5375  LAPLACE CORR-         -15.48  (seconds)                    DEFLEC99
 SY5375  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 SY5375
 SY5375  HORZ ORDER  -  THIRD
 SY5375
 SY5375.The horizontal coordinates were established by classical geodetic methods
 SY5375.and adjusted by the National Geodetic Survey in December 1991..
 SY5375
 SY5375.The orthometric height was scaled from a topographic map.
 SY5375
 SY5375.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5375
 SY5375.The geoid height was determined by GEOID03.
 SY5375
 SY5375;                    North         East     Units Scale Factor Converg.
 SY5375;SPC WA N     -    68,836.026   359,619.637   MT  0.99998225   -1 23 24.3
 SY5375;SPC WA N     -   225,839.53  1,179,852.09   sFT  0.99998225   -1 23 24.3
 SY5375;UTM  10      - 5,272,310.554   522,516.686   MT  0.99960623   +0 13 16.4
 SY5375
 SY5375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5375!SPC WA N     -   1.00000304  x   0.99998225  =   0.99998529
 SY5375!UTM  10      -   1.00000304  x   0.99960623  =   0.99960927
 SY5375
 SY5375:                Primary Azimuth Mark                     Grid Az
 SY5375:SPC WA N     -  FAIRVIEW                                 044 47 33.5
 SY5375:UTM  10      -  FAIRVIEW                                 043 10 52.8
 SY5375
 SY5375|---------------------------------------------------------------------|
 SY5375| PID    Reference Object                     Distance      Geod. Az  |
 SY5375|                                                           dddmmss.s |
 SY5375| SY5317 FAIRVIEW                            APPROX. 2.6 KM 0432409.2 |
 SY5375| CF7264 CHICO RM 1                            4.250 METERS 07215     |
 SY5375| CF7265 CHICO RM 2                            5.508 METERS 17453     |
 SY5375| SY5380 LINDBERG                            APPROX. 1.6 KM 3413111.1 |
 SY5375|---------------------------------------------------------------------|
 SY5375
 SY5375                          SUPERSEDED SURVEY CONTROL
 SY5375
 SY5375  NAD 83(1986)-  47 36 13.71798(N)    122 42 01.57578(W) AD(       ) 3
 SY5375  NAD 27      -  47 36 14.38100(N)    122 41 57.06600(W) AD(       ) 3
 SY5375
 SY5375.Superseded values are not recommended for survey control.
 SY5375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5375.See file dsdata.txt to determine how the superseded data were derived.
 SY5375
 SY5375_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2251772311(NAD 83)
 SY5375_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5375
 SY5375  HISTORY     - Date     Condition        Report By
 SY5375  HISTORY     - 1935     MONUMENTED       CGS
 SY5375  HISTORY     - 1944     SEE DESCRIPTION  CGS
 SY5375  HISTORY     - 1982     GOOD             HDA
 SY5375  HISTORY     - 19960920 MARK NOT FOUND   USPSQD
 SY5375
 SY5375                          STATION DESCRIPTION
 SY5375
 SY5375'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5375'LOCATED IN PUGET SOUND NW OF BREMERTON IN DYES INLET ON THE S SHORE
 SY5375'OF CHICO BAY 1/2 MILE SE OF THE WHARF AT CHICO.  THE STATION IS
 SY5375'INSHORE FROM THE SWAMPY GRASS-COVERED AREA OF THE BEACH, ON THE
 SY5375'100-FOOT LOT OWNED IN 1935 BY HUTCHINSON, 1/2 METER W OF THE E
 SY5375'LOT LINE, AND 6 PACES BACK FROM THE WELL-DEFINED MARGIN OF THE
 SY5375'MARSH GRASS, 3 INCHES ABOVE GROUND.
 SY5375'
 SY5375'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SY5375'DESCRIBED IN NOTE 1A.
 SY5375'
 SY5375'REFERENCE MARK NO.1, AS DESCRIBED IN NOTE 11A, IS A STANDARD
 SY5375'BRONZE DISK SET IN CONCRETE, AND IS E OF THE STATION AND 3 INCHES
 SY5375'ABOVE THE GROUND.
 SY5375'
 SY5375'REFERENCE MARK NO.2, AS DESCRIBED IN NOTE 11A, IS A STANDARD
 SY5375'BRONZE DISK SET IN CONCRETE, AND IS S OF THE STATION ON THE E LOT
 SY5375'LINE, 11 PACES BACK FROM THE MARGIN OF THE MARSH GRASS, 77 METERS
 SY5375'BACK FROM THE HIGH-WATER LINE AND 39.7 METERS S OF A PIPE ON THE
 SY5375'E PROPERTY LINE AT THE EDGE OF A SMALL LAGOON ON THE BEACH.  FROM
 SY5375'REFERENCE MARK NO.2, THE RIGHT (S) SIDE OF THE FAIRVIEW DOCK IS
 SY5375'ON RANGE WITH THE E POINT OF CHICO BAY AT HIGH-WATER LINE.  THE
 SY5375'PROPERTY ADJOINING ON THE E WAS OWNED IN 1935 BY DAVIS.
 SY5375
 SY5375                          STATION RECOVERY (1944)
 SY5375
 SY5375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (MVJ)
 SY5375'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SY5375
 SY5375                          STATION RECOVERY (1982)
 SY5375
 SY5375'RECOVERY NOTE BY HORTON DENNIS ASSOCIATES 1982 (RG)
 SY5375'CHICO - 1935 FOUND STATION MARK IN GOOD CONDITION, AS DESCRIBED.
 SY5375
 SY5375                          STATION RECOVERY (1996)
 SY5375
 SY5375'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1400 ***********************************************************************
 SV1400  DESIGNATION -  CHIEF
 SV1400  PID         -  SV1400
 SV1400  STATE/COUNTY-  WA/STEVENS
 SV1400  USGS QUAD   -  LITTLE FALLS (1973)
 SV1400
 SV1400                         *CURRENT SURVEY CONTROL
 SV1400  ___________________________________________________________________
 SV1400* NAD 83(1991)-  47 50 13.04254(N)    117 59 48.91962(W)     ADJUSTED  
 SV1400* NAVD 88     -       654.2    (meters)    2146.     (feet)  VERTCON   
 SV1400  ___________________________________________________________________
 SV1400  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 SV1400  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 SV1400
 SV1400  HORZ ORDER  -  SECOND
 SV1400
 SV1400.The horizontal coordinates were established by classical geodetic methods
 SV1400.and adjusted by the National Geodetic Survey in December 1991..
 SV1400
 SV1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1400
 SV1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1400
 SV1400.The geoid height was determined by GEOID03.
 SV1400
 SV1400;                    North         East     Units Scale Factor Converg.
 SV1400;SPC WA N     -    96,966.689   712,276.482   MT  0.99995422   +2 06 42.4
 SV1400;SPC WA N     -   318,131.55  2,336,860.42   sFT  0.99995422   +2 06 42.4
 SV1400;UTM  11      - 5,298,659.935   425,400.444   MT  0.99966838   -0 44 20.4
 SV1400
 SV1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1400!SPC WA N     -   0.99990043  x   0.99995422  =   0.99985465
 SV1400!UTM  11      -   0.99990043  x   0.99966838  =   0.99956884
 SV1400
 SV1400|---------------------------------------------------------------------|
 SV1400| PID    Reference Object                     Distance      Geod. Az  |
 SV1400|                                                           dddmmss.s |
 SV1400| CF1212 CHIEF RM 1                            7.801 METERS 10637     |
 SV1400| SV1399 MONDOVI                             APPROX. 3.5 KM 1814145.7 |
 SV1400|---------------------------------------------------------------------|
 SV1400
 SV1400                          SUPERSEDED SURVEY CONTROL
 SV1400
 SV1400  NAD 83(1986)-  47 50 13.04455(N)    117 59 48.91796(W) AD(       ) 2
 SV1400  NAD 27      -  47 50 13.46900(N)    117 59 45.02200(W) AD(       ) 2
 SV1400  NGVD 29 (07/19/86)  653.0    (m)         2142.     (f) VERT ANG       
 SV1400
 SV1400.Superseded values are not recommended for survey control.
 SV1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1400.See file dsdata.txt to determine how the superseded data were derived.
 SV1400
 SV1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN2540098660(NAD 83)
 SV1400_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1400_SETTING: 66 = SET IN ROCK OUTCROP
 SV1400_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SV1400
 SV1400  HISTORY     - Date     Condition        Report By
 SV1400  HISTORY     - 1935     MONUMENTED       BOR
 SV1400  HISTORY     - 1973     GOOD             USGS
 SV1400
 SV1400                          STATION DESCRIPTION
 SV1400
 SV1400'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SV1400'STATION IS LOCATED IN E 1/2 SEC. 15, T. 27 N., R. 38 E. WM, ABOUT
 SV1400'4 MILES DOWNSTREAM FROM LITTLE FALLS POWER PLANT, NEAR TOP OF FLAT,
 SV1400'ROCKY, GREASEWOOD-COVERED RIDGE WHICH LIES JUST W OF A DEEP,
 SV1400'TIMBERED DRAW.
 SV1400'
 SV1400'TO REACH FROM LITTLE FALLS POWER PLANT, FOLLOW WELLPINIT ROAD
 SV1400'TO 4.6 MILES.  TURN LEFT ON DIRT ROAD.  5.8, LEFT FORK, PASS
 SV1400'FARMHOUSES.  6.3, LEFT FORK ACROSS DRAW.  6.8 PASS OLD LOG
 SV1400'CABIN.  7.0 INDIAN RANCH, KEEP LEFT TO SQUARE CORRAL AND FOLLOW
 SV1400'TRAIL THROUGH WOODS FROM HERE.  7.25, LEAVE CAR AND FOLLOW TRAIL
 SV1400'AROUND NOSE TO STATION.
 SV1400'
 SV1400'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 15A,
 SV1400'RESPECTIVELY.
 SV1400'
 SV1400'HEIGHT OF STAND ABOVE STATION MARK 0.98 METER.
 SV1400
 SV1400                          STATION RECOVERY (1973)
 SV1400
 SV1400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1157 ***********************************************************************
 TP1157  DESIGNATION -  CHILIWIST
 TP1157  PID         -  TP1157
 TP1157  STATE/COUNTY-  WA/OKANOGAN
 TP1157  USGS QUAD   -  MALOTT (1993)
 TP1157
 TP1157                         *CURRENT SURVEY CONTROL
 TP1157  ___________________________________________________________________
 TP1157* NAD 83(1991)-  48 17 56.74916(N)    119 44 19.90247(W)     ADJUSTED  
 TP1157* NAVD 88     -       937.4    (meters)    3075.     (feet)  VERTCON   
 TP1157  ___________________________________________________________________
 TP1157  LAPLACE CORR-         -11.23  (seconds)                    DEFLEC99
 TP1157  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TP1157
 TP1157  HORZ ORDER  -  THIRD
 TP1157
 TP1157.The horizontal coordinates were established by classical geodetic methods
 TP1157.and adjusted by the National Geodetic Survey in December 1991..
 TP1157
 TP1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1157
 TP1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1157
 TP1157.The geoid height was determined by GEOID03.
 TP1157
 TP1157;                    North         East     Units Scale Factor Converg.
 TP1157;SPC WA N     -   145,015.044   581,195.084   MT  0.99994724   +0 48 53.5
 TP1157;SPC WA N     -   475,770.19  1,906,804.20   sFT  0.99994724   +0 48 53.5
 TP1157;UTM  11      - 5,353,170.405   296,885.777   MT  1.00010692   -2 02 44.2
 TP1157
 TP1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1157!SPC WA N     -   0.99985605  x   0.99994724  =   0.99980329
 TP1157!UTM  11      -   0.99985605  x   1.00010692  =   0.99996295
 TP1157
 TP1157:                Primary Azimuth Mark                     Grid Az
 TP1157:SPC WA N     -  REED                                     020 00 45.9
 TP1157:UTM  11      -  REED                                     022 52 23.6
 TP1157
 TP1157|---------------------------------------------------------------------|
 TP1157| PID    Reference Object                     Distance      Geod. Az  |
 TP1157|                                                           dddmmss.s |
 TP1157| TP1160 REED                                APPROX.10.3 KM 0204939.4 |
 TP1157| TP1154 JACKASS BUTTE LOH                   APPROX.14.4 KM 0644111.3 |
 TP1157| CF1213 CHILIWIST RM 1                       12.920 METERS 18440     |
 TP1157| CF1214 CHILIWIST RM 2                       15.792 METERS 27448     |
 TP1157|---------------------------------------------------------------------|
 TP1157
 TP1157                          SUPERSEDED SURVEY CONTROL
 TP1157
 TP1157  NAD 83(1986)-  48 17 56.75469(N)    119 44 19.89618(W) AD(       ) 3
 TP1157  NAD 27      -  48 17 57.21622(N)    119 44 15.67338(W) AD(       ) 3
 TP1157  NGVD 29 (07/19/86)  936.1    (m)         3071.     (f) VERT ANG       
 TP1157
 TP1157.Superseded values are not recommended for survey control.
 TP1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1157.See file dsdata.txt to determine how the superseded data were derived.
 TP1157
 TP1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP9688653170(NAD 83)
 TP1157_MARKER: DD = SURVEY DISK
 TP1157_SETTING: 66 = SET IN ROCK OUTCROP
 TP1157_SP_SET: PARTIALLY EXPOSED BEDROCK
 TP1157
 TP1157  HISTORY     - Date     Condition        Report By
 TP1157  HISTORY     - 1956     MONUMENTED       USGS
 TP1157
 TP1157                          STATION DESCRIPTION
 TP1157
 TP1157'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1157'LOCATED ABOUT 3.0 MI NE. OF OLEMA, 2.5 MI NW. OF MALOTT.  ON HIGH
 TP1157'BUTTE KNOWN LOCALLY AS CHILIWIST BUTTE.  STATION IS ON HIGHEST
 TP1157'POINT OF BLACK TOP ABOUT 900 FT SE. OF ORIGINAL LOCATION OF
 TP1157'CHILIWIST BUTTE FS LOH.  THIS TOWER HAS BEEN DISMANTLED AND ONLY
 TP1157'A GENERAL LOCATION IS POSSIBLE.  NO EVIDENCE IS ON GROUND AS TO
 TP1157'EXACT LOCATION OF TOWER.  STATION IS ABOUT 40 FT S. OF TV
 TP1157'REFLECTOR STATION.
 TP1157'
 TP1157'TO REACH FROM MALOTT, DRIVE SW. ON U.S. HWY. 97 2.5 MI TO T-RD.
 TP1157'AND SIGN CHILIWIST CREEK, OLEMA.  TURN RIGHT OFF MAIN HWY. AND
 TP1157'FOLLOW GRAVEL RD. 1.6 MI TO RD. FORKS AT SHARP BEND AND SIGN
 TP1157'CHILIWIST BUTTE.  TAKE RIGHT FORK THROUGH POLE GATE, CONTINUE
 TP1157'STRAIGHT AHEAD ON DIRT RD. 0.5 MI TO UNPAINTED FARMHOUSE LEFT,
 TP1157'CONTINUE THROUGH FARMYARD AND FOLLOW MAIN-TRAVELED RD. 1.1 MI TO
 TP1157'RD. FORKS AT EAST EDGE OF CULTIVATED FIELD.  TAKE RIGHT FORK
 TP1157'UPHILL ON DIRT RD. 0.6 MI TO FALLEN LOG HOUSE RIGHT, PASS BY
 TP1157'HOUSE AND CONTINUE 1.3 MI TO STATION.
 TP1157'
 TP1157'STATION MARK--STANDARD TABLET STAMPED---CHILIWIST 1956---, CEMENTED
 TP1157'IN LARGE GRANITE ROCK.
 TP1157'
 TP1157'RM NO. 1--BOLT STAMPED---1---, WEDGED IN LARGE ROCK.
 TP1157'
 TP1157'RM NO. 2--BOLT STAMPED---2---, IN 8-INCH PINE TREE, 5 FT ABOVE
 TP1157'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1155 ***********************************************************************
 TP1155  DESIGNATION -  CHILIWIST BUTTE LOOKOUT HOUSE
 TP1155  PID         -  TP1155
 TP1155  STATE/COUNTY-  WA/OKANOGAN
 TP1155  USGS QUAD   -  MALOTT (1993)
 TP1155
 TP1155                         *CURRENT SURVEY CONTROL
 TP1155  ___________________________________________________________________
 TP1155* NAD 83(1991)-  48 18 10.89928(N)    119 44 54.46363(W)     ADJUSTED  
 TP1155* NAVD 88     -                                                        
 TP1155  ___________________________________________________________________
 TP1155  LAPLACE CORR-          -9.04  (seconds)                    DEFLEC99
 TP1155  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 TP1155
 TP1155  HORZ ORDER  -  THIRD
 TP1155
 TP1155.The horizontal coordinates were established by classical geodetic methods
 TP1155.and adjusted by the National Geodetic Survey in December 1991..
 TP1155
 TP1155
 TP1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1155
 TP1155.The geoid height was determined by GEOID03.
 TP1155
 TP1155;                    North         East     Units Scale Factor Converg.
 TP1155;SPC WA N     -   145,441.960   580,476.756   MT  0.99994746   +0 48 27.8
 TP1155;SPC WA N     -   477,170.83  1,904,447.49   sFT  0.99994746   +0 48 27.8
 TP1155;UTM  11      - 5,353,632.711   296,189.537   MT  1.00011040   -2 03 10.5
 TP1155
 TP1155                          SUPERSEDED SURVEY CONTROL
 TP1155
 TP1155  NAD 83(1986)-  48 18 10.90846(N)    119 44 54.45482(W) AD(       ) 4
 TP1155  NAD 27      -  48 18 11.36000(N)    119 44 50.23000(W) AD(       ) 3
 TP1155
 TP1155.Superseded values are not recommended for survey control.
 TP1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1155.See file dsdata.txt to determine how the superseded data were derived.
 TP1155
 TP1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP9619053633(NAD 83)
 TP1155
 TP1155  HISTORY     - Date     Condition        Report By
 TP1155  HISTORY     - UNK      MONUMENTED
 TP1155  HISTORY     - 1956     SEE DESCRIPTION  USGS
 TP1155
 TP1155                          STATION DESCRIPTION
 TP1155
 TP1155'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1155'THE LOOKOUT TOWER HAS BEEN DISMANTLED, AND ALL EVIDENCE AT ORIGINAL
 TP1155'LOCATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4696 ***********************************************************************
 SY4696  DESIGNATION -  CHIM
 SY4696  PID         -  SY4696
 SY4696  STATE/COUNTY-  WA/KING
 SY4696  USGS QUAD   -  
 SY4696
 SY4696                         *CURRENT SURVEY CONTROL
 SY4696  ___________________________________________________________________
 SY4696* NAD 83(1991)-  47 40 17.91164(N)    122 24 14.48170(W)     ADJUSTED  
 SY4696* NAVD 88     -                                                        
 SY4696  ___________________________________________________________________
 SY4696  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 SY4696  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4696
 SY4696  HORZ ORDER  -  THIRD
 SY4696
 SY4696.The horizontal coordinates were established by classical geodetic methods
 SY4696.and adjusted by the National Geodetic Survey in December 1991..
 SY4696
 SY4696
 SY4696.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4696
 SY4696.The geoid height was determined by GEOID03.
 SY4696
 SY4696;                    North         East     Units Scale Factor Converg.
 SY4696;SPC WA N     -    75,878.086   382,056.340   MT  0.99997241   -1 10 09.9
 SY4696;SPC WA N     -   248,943.35  1,253,463.18   sFT  0.99997241   -1 10 09.9
 SY4696;UTM  10      - 5,279,977.681   544,738.527   MT  0.99962460   +0 26 26.2
 SY4696
 SY4696                          SUPERSEDED SURVEY CONTROL
 SY4696
 SY4696  NAD 83(1986)-  47 40 17.90821(N)    122 24 14.49683(W) AD(       ) 4
 SY4696  NAD 27      -  47 40 18.55500(N)    122 24 10.02800(W) AD(       ) 3
 SY4696
 SY4696.Superseded values are not recommended for survey control.
 SY4696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4696.See file dsdata.txt to determine how the superseded data were derived.
 SY4696
 SY4696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4473979978(NAD 83)
 SY4696
 SY4696  HISTORY     - Date     Condition        Report By
 SY4696  HISTORY     - 1915     MONUMENTED       CGS
 SY4696  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY4696
 SY4696                          STATION DESCRIPTION
 SY4696
 SY4696'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (GTR)
 SY4696'THIS STATION IS ON THE CHIMNEY OF A SMALL ONE-STORY FRAME DWELLING
 SY4696'ON THE N SHORE OF THE ENTRANCE TO SALMON BAY FROM PUGET SOUND,
 SY4696'SEATTLE, WASHINGTON.  THE DWELLING IS ON THE E BANK OF THE
 SY4696'NORTHERN PACIFIC RAILROAD CUT, IS ABOUT 1/4 MILE N OF SALMON BAY
 SY4696'AND THE SAME DISTANCE E OF PUGET SOUND.  THE HOUSE IS VERY PLAIN
 SY4696'WITH A PORCH EXTENDING ITS FULL WIDTH AND FACING SALMON BAY.
 SY4696'
 SY4696'THE EXACT MARK IS A CROSS ON THE TOP SURFACE OF THE TOP BRICK ON
 SY4696'THE W SIDE OF THE CHIMNEY.  THIS BRICK SITS ON THE EDGE AND THE
 SY4696'CROSS CAN EASILY BE LOCATED BECAUSE THE CHIMNEY IS SO SMALL THAT
 SY4696'THIS IS THE ONLY WHOLE BRICK ON THE W TOP SIDE.
 SY4696
 SY4696                          STATION RECOVERY (2001)
 SY4696
 SY4696'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1423 ***********************************************************************
 TR1423  DESIGNATION -  CHIMNEY
 TR1423  PID         -  TR1423
 TR1423  STATE/COUNTY-  WA/SKAGIT
 TR1423  USGS QUAD   -  DECEPTION PASS (1978)
 TR1423
 TR1423                         *CURRENT SURVEY CONTROL
 TR1423  ___________________________________________________________________
 TR1423* NAD 83(1991)-  48 28 41.86072(N)    122 39 52.18471(W)     ADJUSTED  
 TR1423* NAVD 88     -                                                        
 TR1423  ___________________________________________________________________
 TR1423  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 TR1423  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 TR1423
 TR1423  HORZ ORDER  -  THIRD
 TR1423
 TR1423.The horizontal coordinates were established by classical geodetic methods
 TR1423.and adjusted by the National Geodetic Survey in December 1991..
 TR1423
 TR1423
 TR1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1423
 TR1423.The geoid height was determined by GEOID03.
 TR1423
 TR1423;                    North         East     Units Scale Factor Converg.
 TR1423;SPC WA N     -   165,973.705   364,634.666   MT  0.99996202   -1 21 48.0
 TR1423;SPC WA N     -   544,532.06  1,196,305.57   sFT  0.99996202   -1 21 48.0
 TR1423;UTM  10      - 5,369,517.263   524,794.882   MT  0.99960755   +0 15 04.3
 TR1423
 TR1423                          SUPERSEDED SURVEY CONTROL
 TR1423
 TR1423  NAD 83(1986)-  48 28 41.86273(N)    122 39 52.18578(W) AD(       ) 4
 TR1423  NAD 27      -  48 28 42.49000(N)    122 39 47.56000(W) AD(       ) 3
 TR1423
 TR1423.Superseded values are not recommended for survey control.
 TR1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1423.See file dsdata.txt to determine how the superseded data were derived.
 TR1423
 TR1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2479569517(NAD 83)
 TR1423
 TR1423  HISTORY     - Date     Condition        Report By
 TR1423  HISTORY     - 1939     MONUMENTED       CGS
 TR1423  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1423
 TR1423                          STATION DESCRIPTION
 TR1423
 TR1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR1423'STATION IS A GREY STONE CHIMNEY ON THE S SIDE OF A BROWN HOUSE,
 TR1423'1-1/4 MILES SE OF THE E.K. WOODS SAWMILL.  HOUSE IS THE MOST
 TR1423'NORTHERLY OF A GROUP IN THIS AREA, AND SETS 40 METERS BACK FROM
 TR1423'BEACH AND ABOUT 30 FEET ABOVE HIGH WATER.  SETS ON A SOLID ROCK
 TR1423'FOUNDATION.
 TR1423
 TR1423                          STATION RECOVERY (1953)
 TR1423
 TR1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1423'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT THE BROWN
 TR1423'HOUSE HAS BURNED TO THE GROUND LEAVING THE CHIMNEY STANDING
 TR1423'ALONE.  A COMPLETE DESCRIPTION FOLLOWS--
 TR1423'
 TR1423'A GREY STONE CHIMNEY STANDING ALONE ON A ROCK LEDGE ABOUT 30
 TR1423'FT. ABOVE HIGH WATER, 1-1/4 MI. SE OF E.K. WOODS SAWMILL, AND
 TR1423'ABOUT 40 M. BACK FROM THE BEACH.  THERE ARE SEVERAL SUMMER
 TR1423'COTTAGES TO THE S ALONG THE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4363 ***********************************************************************
 SY4363  DESIGNATION -  CHIMNEY 4
 SY4363  PID         -  SY4363
 SY4363  STATE/COUNTY-  WA/KING
 SY4363  USGS QUAD   -  POVERTY BAY (1994)
 SY4363
 SY4363                         *CURRENT SURVEY CONTROL
 SY4363  ___________________________________________________________________
 SY4363* NAD 83(1991)-  47 35 19.52287(N)    122 19 14.06844(W)     ADJUSTED  
 SY4363* NAVD 88     -                                                        
 SY4363  ___________________________________________________________________
 SY4363  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 SY4363  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4363
 SY4363  HORZ ORDER  -  THIRD
 SY4363
 SY4363.The horizontal coordinates were established by classical geodetic methods
 SY4363.and adjusted by the National Geodetic Survey in December 1991..
 SY4363
 SY4363
 SY4363.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4363
 SY4363.The geoid height was determined by GEOID03.
 SY4363
 SY4363;                    North         East     Units Scale Factor Converg.
 SY4363;SPC WA N     -    66,540.012   388,143.609   MT  0.99998463   -1 06 26.2
 SY4363;SPC WA N     -   218,306.69  1,273,434.49   sFT  0.99998463   -1 06 26.2
 SY4363;UTM  10      - 5,270,817.474   551,083.452   MT  0.99963207   +0 30 05.9
 SY4363
 SY4363                          SUPERSEDED SURVEY CONTROL
 SY4363
 SY4363  NAD 83(1986)-  47 35 19.51681(N)    122 19 14.07451(W) AD(       ) 4
 SY4363  NAD 27      -  47 35 20.15900(N)    122 19 09.62200(W) AD(       ) 3
 SY4363
 SY4363.Superseded values are not recommended for survey control.
 SY4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4363.See file dsdata.txt to determine how the superseded data were derived.
 SY4363
 SY4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5108370817(NAD 83)
 SY4363_MARKER: 63 = STACK
 SY4363
 SY4363  HISTORY     - Date     Condition        Report By
 SY4363  HISTORY     - 1917     FIRST OBSERVED   CGS
 SY4363  HISTORY     - 1958     GOOD             CGS
 SY4363
 SY4363                          STATION DESCRIPTION
 SY4363
 SY4363'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (PAS)
 SY4363'A STACK WAS RECOVERED AT THE POSITION INDICATED ON THE HORIZONTAL
 SY4363'CONTROL DIAGRAM.  LOCATED ONE BLOCK SOUTH OF THE INTERSECTION OF
 SY4363'ATLANTIC STREET EXTENDED AND AIRPORT WAY, A TALL CONCRETE STACK
 SY4363'STANDING JUST NORTH OF A GROUP OF BUILDINGS IN RUIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4409 ***********************************************************************
 SY4409  DESIGNATION -  CHIMNEY 5
 SY4409  PID         -  SY4409
 SY4409  STATE/COUNTY-  WA/KING
 SY4409  USGS QUAD   -  POVERTY BAY (1994)
 SY4409
 SY4409                         *CURRENT SURVEY CONTROL
 SY4409  ___________________________________________________________________
 SY4409* NAD 83(1991)-  47 33 01.94908(N)    122 19 02.74842(W)     ADJUSTED  
 SY4409* NAVD 88     -                                                        
 SY4409  ___________________________________________________________________
 SY4409  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 SY4409  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 SY4409
 SY4409  HORZ ORDER  -  THIRD
 SY4409
 SY4409.The horizontal coordinates were established by classical geodetic methods
 SY4409.and adjusted by the National Geodetic Survey in December 1991..
 SY4409
 SY4409
 SY4409.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4409
 SY4409.The geoid height was determined by GEOID03.
 SY4409
 SY4409;                    North         East     Units Scale Factor Converg.
 SY4409;SPC WA N     -    62,287.477   388,298.144   MT  0.99999096   -1 06 17.8
 SY4409;SPC WA N     -   204,354.83  1,273,941.49   sFT  0.99999096   -1 06 17.8
 SY4409;UTM  10      - 5,266,572.463   551,357.217   MT  0.99963241   +0 30 13.2
 SY4409
 SY4409                          SUPERSEDED SURVEY CONTROL
 SY4409
 SY4409  NAD 83(1986)-  47 33 01.94304(N)    122 19 02.75532(W) AD(       ) 4
 SY4409  NAD 27      -  47 33 02.59100(N)    122 18 58.30500(W) AD(       ) 3
 SY4409
 SY4409.Superseded values are not recommended for survey control.
 SY4409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4409.See file dsdata.txt to determine how the superseded data were derived.
 SY4409
 SY4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5135766572(NAD 83)
 SY4409_MARKER: 85 = CHIMNEY
 SY4409
 SY4409  HISTORY     - Date     Condition        Report By
 SY4409  HISTORY     - 1917     FIRST OBSERVED   CGS
 SY4409
 SY4409                          STATION DESCRIPTION
 SY4409
 SY4409'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1845 ***********************************************************************
 TR1845  DESIGNATION -  CHIMNEY FLUE
 TR1845  PID         -  TR1845
 TR1845  STATE/COUNTY-  WA/WHATCOM
 TR1845  USGS QUAD   -  LUMMI BAY (1994)
 TR1845
 TR1845                         *CURRENT SURVEY CONTROL
 TR1845  ___________________________________________________________________
 TR1845* NAD 83(1991)-  48 47 34.80705(N)    122 39 31.97545(W)     ADJUSTED  
 TR1845* NAVD 88     -                                                        
 TR1845  ___________________________________________________________________
 TR1845  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 TR1845  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 TR1845
 TR1845  HORZ ORDER  -  THIRD
 TR1845
 TR1845.The horizontal coordinates were established by classical geodetic methods
 TR1845.and adjusted by the National Geodetic Survey in December 1991..
 TR1845
 TR1845
 TR1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1845
 TR1845.The geoid height was determined by GEOID03.
 TR1845
 TR1845;                    North         East     Units Scale Factor Converg.
 TR1845;SPC WA N     -   200,949.747   365,879.653   MT  1.00001177   -1 21 33.0
 TR1845;SPC WA N     -   659,282.63  1,200,390.16   sFT  1.00001177   -1 21 33.0
 TR1845;UTM  10      - 5,404,501.315   525,053.437   MT  0.99960771   +0 15 23.9
 TR1845
 TR1845                          SUPERSEDED SURVEY CONTROL
 TR1845
 TR1845  NAD 83(1986)-  48 47 34.80722(N)    122 39 31.97788(W) AD(       ) 4
 TR1845  NAD 27      -  48 47 35.42400(N)    122 39 27.36600(W) AD(       ) 3
 TR1845
 TR1845.Superseded values are not recommended for survey control.
 TR1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1845.See file dsdata.txt to determine how the superseded data were derived.
 TR1845
 TR1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV2505304501(NAD 83)
 TR1845
 TR1845  HISTORY     - Date     Condition        Report By
 TR1845  HISTORY     - 1952     MONUMENTED       CGS
 TR1845  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1845
 TR1845                          STATION DESCRIPTION
 TR1845
 TR1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR1845'STATION IS ON THE LUMMI INDIAN RESERVATION, ABOUT 3.6 MILES W OF
 TR1845'MARIETTA, AND 2.1 MILES W OF LUMMI INDIAN SCHOOL.
 TR1845'
 TR1845'STATION IS THE CENTER OF THE FLUE LINER WHICH IS ABOUT 10 INCHES
 TR1845'SQUARE AND 10 INCHES HIGH ABOVE TOP OF A 2-FOOT SQUARE BRICK
 TR1845'CHIMNEY ATOP NAVY, DIRECTION FINDER AND OPERATIONS BUILDING.  IT IS
 TR1845'ABOUT 8 FEET FROM THE N END OF THE GABLE ROOF AND BETWEEN THE N
 TR1845'END OF THE GABLE AND A VENTILATOR ATOP THE ROOF.
 TR1845'
 TR1845'STATION IS REACHED FROM THE POST OFFICE IN MARIETTA BY GOING NW
 TR1845'AND W FOR 1.6 MILES TO A FORK, THEN LEFT FORK FOR 50 YARDS TO A
 TR1845'REVERSE Y FORK, THEN SHARP RIGHT FOR ABOUT 50 YARDS TO A CHURCH
 TR1845'ON THE LEFT, THEN LEFT, W, ON GRAVEL ROAD, PAST INDIAN SCHOOL, FOR
 TR1845'1.2 MILES TO EDGE OF WOODS, CONTINUE W FOR 0.55 MILE TO ENTRANCE
 TR1845'TO NAVY INSTALLATION AND THE MAIN ROAD GOING N, CONTINUE W ON
 TR1845'NAVY ROAD FOR 0.45 MILE TO STATION.
 TR1845
 TR1845                          STATION RECOVERY (1961)
 TR1845
 TR1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JRH)
 TR1845'ORIGINAL DESCRIPTION SATISFACTORY.
 TR1845'
 TR1845'FLUE LINER IS IN GOOD CONDITION 9-22-61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5223 ***********************************************************************
 SY5223  DESIGNATION -  CHIMNEY SOUTH OF HARPER
 SY5223  PID         -  SY5223
 SY5223  STATE/COUNTY-  WA/KING
 SY5223  USGS QUAD   -  BREMERTON EAST (1981)
 SY5223
 SY5223                         *CURRENT SURVEY CONTROL
 SY5223  ___________________________________________________________________
 SY5223* NAD 83(1991)-  47 31 21.56754(N)    122 30 53.41800(W)     ADJUSTED  
 SY5223* NAVD 88     -                                                        
 SY5223  ___________________________________________________________________
 SY5223  LAPLACE CORR-          -9.57  (seconds)                    DEFLEC99
 SY5223  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 SY5223
 SY5223  HORZ ORDER  -  THIRD
 SY5223
 SY5223.The horizontal coordinates were established by classical geodetic methods
 SY5223.and adjusted by the National Geodetic Survey in December 1991..
 SY5223
 SY5223
 SY5223.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5223
 SY5223.The geoid height was determined by GEOID03.
 SY5223
 SY5223;                    North         East     Units Scale Factor Converg.
 SY5223;SPC WA N     -    59,493.675   373,374.533   MT  0.99999585   -1 15 06.9
 SY5223;SPC WA N     -   195,188.83  1,224,979.61   sFT  0.99999585   -1 15 06.9
 SY5223;UTM  10      - 5,263,361.872   536,523.428   MT  0.99961639   +0 21 28.2
 SY5223
 SY5223                          SUPERSEDED SURVEY CONTROL
 SY5223
 SY5223  NAD 83(1986)-  47 31 21.56209(N)    122 30 53.42380(W) AD(       ) 4
 SY5223  NAD 27      -  47 31 22.21000(N)    122 30 48.95000(W) AD(       ) 3
 SY5223
 SY5223.Superseded values are not recommended for survey control.
 SY5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5223.See file dsdata.txt to determine how the superseded data were derived.
 SY5223
 SY5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3652363362(NAD 83)
 SY5223_MARKER: 85 = CHIMNEY
 SY5223
 SY5223  HISTORY     - Date     Condition        Report By
 SY5223  HISTORY     - 1934     FIRST OBSERVED   CGS
 SY5223
 SY5223                          STATION DESCRIPTION
 SY5223
 SY5223'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1753 ***********************************************************************
 SY1753  DESIGNATION -  CHIN
 SY1753  PID         -  SY1753
 SY1753  STATE/COUNTY-  WA/MASON
 SY1753  USGS QUAD   -  SHELTON (1981)
 SY1753
 SY1753                         *CURRENT SURVEY CONTROL
 SY1753  ___________________________________________________________________
 SY1753* NAD 83(1991)-  47 14 42.43234(N)    123 02 04.50062(W)     ADJUSTED  
 SY1753* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY1753  ___________________________________________________________________
 SY1753  LAPLACE CORR-          -8.04  (seconds)                    DEFLEC99
 SY1753  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SY1753
 SY1753  HORZ ORDER  -  THIRD
 SY1753
 SY1753.The horizontal coordinates were established by classical geodetic methods
 SY1753.and adjusted by the National Geodetic Survey in December 1991..
 SY1753
 SY1753.The orthometric height was scaled from a topographic map.
 SY1753
 SY1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1753
 SY1753.The geoid height was determined by GEOID03.
 SY1753
 SY1753;                    North         East     Units Scale Factor Converg.
 SY1753;SPC WA S     -   215,585.525   308,149.779   MT  0.99998101   -1 50 28.0
 SY1753;SPC WA S     -   707,300.18  1,010,988.07   sFT  0.99998101   -1 50 28.0
 SY1753;UTM  10      - 5,232,404.583   497,382.818   MT  0.99960008   -0 01 31.4
 SY1753
 SY1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1753!SPC WA S     -   1.00000278  x   0.99998101  =   0.99998379
 SY1753!UTM  10      -   1.00000278  x   0.99960008  =   0.99960286
 SY1753
 SY1753|---------------------------------------------------------------------|
 SY1753| PID    Reference Object                     Distance      Geod. Az  |
 SY1753|                                                           dddmmss.s |
 SY1753| DD9529 CHIN RM 2                            17.356 METERS 05846     |
 SY1753| DD9528 CHIN RM 1                             5.674 METERS 16430     |
 SY1753| SY1761 NARR                                APPROX. 0.7 KM 2274019.7 |
 SY1753| SY1757 SHORE                               462.273 METERS 3165811.9 |
 SY1753|---------------------------------------------------------------------|
 SY1753
 SY1753                          SUPERSEDED SURVEY CONTROL
 SY1753
 SY1753  NAD 83(1986)-  47 14 42.43180(N)    123 02 04.50893(W) AD(       ) 3
 SY1753  NAD 27      -  47 14 43.08900(N)    123 01 59.96700(W) AD(       ) 3
 SY1753
 SY1753.Superseded values are not recommended for survey control.
 SY1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1753.See file dsdata.txt to determine how the superseded data were derived.
 SY1753
 SY1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9738332405(NAD 83)
 SY1753_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1753
 SY1753  HISTORY     - Date     Condition        Report By
 SY1753  HISTORY     - 1936     MONUMENTED       CGS
 SY1753  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1753  HISTORY     - 19960320 MARK NOT FOUND   USPSQD
 SY1753
 SY1753                          STATION DESCRIPTION
 SY1753
 SY1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1753'THE STATION IS LOCATED ON THE E SIDE OF THE BAY NEAR THE N END OF
 SY1753'THE NARROWS.  IT IS ABOUT 15 FEET FROM THE FOOT OF THE BLUFF AND
 SY1753'PROJECTS ABOUT 3 INCHES ABOVE THE BEACH.
 SY1753'
 SY1753'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY1753'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY1753'
 SY1753'REFERENCE MARK NO.1 IS SET INSHORE FROM THE STATION ABOUT 3 FEET
 SY1753'FROM THE FOOT OF THE BLUFF AND PROJECTS ABOUT 12 INCHES ABOVE
 SY1753'THE BEACH.
 SY1753'
 SY1753'REFERENCE MARK NO.2 IS SET N OF THE STATION ABOUT 6 FEET FROM THE
 SY1753'FOOT OF THE BLUFF AND PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE.
 SY1753
 SY1753                          STATION RECOVERY (1967)
 SY1753
 SY1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1753'THE STATION AND REFERENCE MARK 2 ARE LOST.  THE CONCRETE MONUMENTS
 SY1753'THAT CONTAINED THE MARK WERE STILL IN PLACE BUT THE DISKS WERE
 SY1753'MISSING.
 SY1753'
 SY1753'REFERENCE MARK 1 WAS RECOVERED BUT IT PROBABLY WONT LAST LONG AS
 SY1753'IT NOW PROJECTS ABOUT 20 INCHES.
 SY1753
 SY1753                          STATION RECOVERY (1996)
 SY1753
 SY1753'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1202 ***********************************************************************
 SW1202  DESIGNATION -  CHINA 1934
 SW1202  PID         -  SW1202
 SW1202  STATE/COUNTY-  WA/FERRY
 SW1202  USGS QUAD   -  LINCOLN (1985)
 SW1202
 SW1202                         *CURRENT SURVEY CONTROL
 SW1202  ___________________________________________________________________
 SW1202* NAD 83(1991)-  47 50 50.32260(N)    118 23 42.96165(W)     ADJUSTED  
 SW1202* NAVD 88     -       524.2    (meters)    1720.     (feet)  VERTCON   
 SW1202  ___________________________________________________________________
 SW1202  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 SW1202  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 SW1202
 SW1202  HORZ ORDER  -  SECOND
 SW1202
 SW1202.The horizontal coordinates were established by classical geodetic methods
 SW1202.and adjusted by the National Geodetic Survey in December 1991..
 SW1202
 SW1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1202
 SW1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1202
 SW1202.The geoid height was determined by GEOID03.
 SW1202
 SW1202;                    North         East     Units Scale Factor Converg.
 SW1202;SPC WA N     -    97,095.801   682,438.736   MT  0.99995335   +1 48 54.7
 SW1202;SPC WA N     -   318,555.14  2,238,967.75   sFT  0.99995335   +1 48 54.7
 SW1202;UTM  11      - 5,300,272.158   395,613.611   MT  0.99973390   -1 02 04.2
 SW1202
 SW1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1202!SPC WA N     -   0.99992086  x   0.99995335  =   0.99987421
 SW1202!UTM  11      -   0.99992086  x   0.99973390  =   0.99965478
 SW1202
 SW1202:                Primary Azimuth Mark                     Grid Az
 SW1202:SPC WA N     -  SWEDE IS                                 078 21 06.1
 SW1202:UTM  11      -  SWEDE IS                                 081 12 05.0
 SW1202
 SW1202|---------------------------------------------------------------------|
 SW1202| PID    Reference Object                     Distance      Geod. Az  |
 SW1202|                                                           dddmmss.s |
 SW1202| SW1178 SWEDE IS                            APPROX. 6.3 KM 0801000.8 |
 SW1202| SW1177 HAWK CREEK 1934                     APPROX. 3.3 KM 1353107.8 |
 SW1202|---------------------------------------------------------------------|
 SW1202
 SW1202                          SUPERSEDED SURVEY CONTROL
 SW1202
 SW1202  NAD 83(1986)-  47 50 50.33294(N)    118 23 42.95840(W) AD(       ) 2
 SW1202  NAD 27      -  47 50 50.77700(N)    118 23 38.99300(W) AD(       ) 2
 SW1202  NGVD 29 (07/19/86)  523.0    (m)         1716.     (f) VERT ANG       
 SW1202
 SW1202.Superseded values are not recommended for survey control.
 SW1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1202.See file dsdata.txt to determine how the superseded data were derived.
 SW1202
 SW1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP9561400272(NAD 83)
 SW1202_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1202_SETTING: 66 = SET IN ROCK OUTCROP
 SW1202_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1202
 SW1202  HISTORY     - Date     Condition        Report By
 SW1202  HISTORY     - 1934     MONUMENTED       BOR
 SW1202  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1202
 SW1202                          STATION DESCRIPTION
 SW1202
 SW1202'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1202'STATION IS IN NW 1/4 SEC. 15, 27, 35, JUST S OF SEC. LINE 10/15,
 SW1202'APPROXIMATELY 1,300 FEET W OF 1/4 SEC. 10/15, AND ABOUT 100 FEET
 SW1202'E OF I.A. CORNER ON SAME LINE.  IT IS ON GRANITE OUTCROP AND
 SW1202'SEPARATED BY SMALL DRAW FROM HIGHER OUTCROP TO N.  GRASSY SLOPE
 SW1202'LIES W OF STATION.
 SW1202'
 SW1202'TO REACH BY CAR FROM W LINCOLN FERRY LANDING, TAKE FIRST LEFT
 SW1202'FORK.  THROUGH GATE AT 0.1.  0.4, THROUGH GATE, THEN THROUGH GROUP
 SW1202'OF TREES.  0.9, THROUGH GATE AND FOLLOW WINDING ROAD ACROSS
 SW1202'MEADOW.  1.0, TAKE LEFT FORK.  1.3, TAKE LEFT FORK.  1.7, THROUGH
 SW1202'GATE.  1.9, GO RIGHT UP SMALL DRAW TO BENCH.  2.2, THROUGH GATE
 SW1202'AND CONTINUE UP HILL.  2.4, THROUGH GATE.  2.65, TAKE LEFT FORK
 SW1202'AND CONTINUE AHEAD.  3.0, CROSS ROADS, STRAIGHT AHEAD.  3.5,
 SW1202'THROUGH GATE.  4.3, THROUGH GATE AND DOWN LANE.  4.5, CROSS
 SW1202'SHORT STEEP DRAW AND PASS FARMHOUSE.  4.6, TAKE RIGHT FORK
 SW1202'ACROSS FIELD.  4.9, RIGHT ON OLD ROAD.  5.2, CROSS DRAW,
 SW1202'THROUGH GATE.  5.3, RIGHT UP HILL.  5.4, THROUGH GATE,
 SW1202'LEFT FORK BEYOND.  5.5, SHARP RIGHT ALONG FIELD.  5.8,
 SW1202'TOP OF BENCH, CROSS FIELD TOWARD ROCKS.  6.2, GAP IN ROCKS,
 SW1202'STRAW STACK, CORRAL, PASS CORRAL AND KEEP RIGHT ON CONTOUR.
 SW1202'6.4, CROSS FENCE.  6.5, PASS ABOVE DRAW.  6.6, LEAVE CAR.
 SW1202'WALK TO THE RIGHT, STRAIGHT UP APPROXIMATELY 200 FEET IN
 SW1202'ELEVATION TO STATION.
 SW1202'
 SW1202'STATION MARK IS SET ACCORDING TO NOTE 3.
 SW1202'
 SW1202'HEIGHT OF STAND ABOVE STATION MARK - 1.38 METERS.
 SW1202
 SW1202                          STATION RECOVERY (1947)
 SW1202
 SW1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1202'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE
 SW1202'U.S.B.R. IN 1934.  DUE TO CHANGES IN LOCAL CONDITIONS, THE
 SW1202'U.S.B.R. DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION IS
 SW1202'SUBMITTED--
 SW1202'
 SW1202'STATION IS LOCATED IN THE NW 1/4 OF SEC. 15, T. 27 N., R. 35 E. WM,
 SW1202'ABOUT 1.7 MILES NE OF LINCOLN MILL, ABOUT 5.0 MILES SE OF GEORGE
 SW1202'MOUNTAIN LOOKOUT, AND ABOUT 0.1 MILE NW OF THE CONFLUENCE OF HAWK
 SW1202'CREEK HARBOR WITH ROOSEVELT LAKE.  IT LIES ON A GRANITE OUTCROP
 SW1202'SEPARATED BY A SMALL DRAW FROM A HIGHER OUTCROP TO THE N, JUST W
 SW1202'OF A GRASSY SLOPE, ABOUT 580 METERS NW OF A SMALL COVE IN THE
 SW1202'LAKE, 25 METERS N OF THE S NOSE OF THE GRANITE OUTCROP, 20.4
 SW1202'METERS E OF A BLAZED PINE TREE, AND 8 METERS W OF A SMALL VERTICAL
 SW1202'DROP.
 SW1202'
 SW1202'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK, SET FLUSH
 SW1202'WITH THE SURFACE OF THE SURROUNDING ROCK, AND STAMPED CHINA 1934.
 SW1202'
 SW1202'TO REACH THE STATION BY TRUCK FROM KELLER, CROSS THE SAN POIL
 SW1202'RIVER AND FOLLOW THE MAIN TRAVELED ROAD FOR 3.7 MILES TO A
 SW1202'Y-JUNCTION ADJACENT TO SILVER CREEK.  TAKE THE LEFT HAND FORK AND
 SW1202'CONTINUE OVER THE MOUNTAIN FOR 11.2 MILES TO A T-JUNCTION AND
 SW1202'SIGNS INDICATING HELLGATE AND INCHELIUM.  TURN RIGHT (S) AND GO
 SW1202'FOR 8.5 MILES TO A CORRAL AND AN ABANDONED HOUSE AND IMMEDIATELY
 SW1202'BEYOND THESE A Y-JUNCTION.  TAKE THE LEFT FORK, AND CROSSING A
 SW1202'DRAW PASS JIM MOUNTAIN, GO OVER WHITESTONE RIDGE, PASSING THE
 SW1202'JUNCTION TO GEORGE MOUNTAIN LOOKOUT AT 9.9 MILES, FOR 15.3
 SW1202'MILES TO A Y-JUNCTION N OF THE BUILDINGS ON THE ROOK
 SW1202'RANCH.  MAKE A SHARP RIGHT TURN AND GO 0.2 MILE TO A GATE
 SW1202'OPENING INTO THE CORRAL OF THE ROOK RANCH.  GO THROUGH THE
 SW1202'CORRAL AND CONTINUE S ON THE ONLY ROAD FOR 2.8 MILES TO A GATE
 SW1202'OPENING ONTO A SAGEBRUSH-COVERED BENCH.  GO THROUGH THE GATE
 SW1202'AND GO 0.4 MILE ALONG THE BENCH TO THE FOOT OF A LARGE GRANITE
 SW1202'OUTCROP.  LEAVE TRUCK AND PACK TO THE TOP OF THE OUTCROP AND TO
 SW1202'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1130 ***********************************************************************
 SX1130  DESIGNATION -  CHINAMAN HAT
 SX1130  PID         -  SX1130
 SX1130  STATE/COUNTY-  WA/KITTITAS
 SX1130  USGS QUAD   -  COLOCKUM PASS SE (1966)
 SX1130
 SX1130                         *CURRENT SURVEY CONTROL
 SX1130  ___________________________________________________________________
 SX1130* NAD 83(1991)-  47 01 31.65434(N)    120 15 08.45448(W)     ADJUSTED  
 SX1130* NAVD 88     -      1135.3    (meters)    3725.     (feet)  VERTCON   
 SX1130  ___________________________________________________________________
 SX1130  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 SX1130  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 SX1130
 SX1130  HORZ ORDER  -  FIRST
 SX1130
 SX1130.The horizontal coordinates were established by classical geodetic methods
 SX1130.and adjusted by the National Geodetic Survey in December 1991..
 SX1130
 SX1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1130
 SX1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1130
 SX1130.The geoid height was determined by GEOID03.
 SX1130
 SX1130;                    North         East     Units Scale Factor Converg.
 SX1130;SPC WA S     -   188,112.925   518,825.353   MT  0.99994412   +0 10 47.6
 SX1130;SPC WA S     -   617,167.15  1,702,179.51   sFT  0.99994412   +0 10 47.6
 SX1130;UTM  10      - 5,211,657.560   708,786.976   MT  1.00013579   +2 00 39.8
 SX1130
 SX1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1130!SPC WA S     -   0.99982522  x   0.99994412  =   0.99976935
 SX1130!UTM  10      -   0.99982522  x   1.00013579  =   0.99996099
 SX1130
 SX1130:                Primary Azimuth Mark                     Grid Az
 SX1130:SPC WA S     -  SEATTLE SPOKANE AIRWAY BCN 10            007 35 21.0
 SX1130:UTM  10      -  SEATTLE SPOKANE AIRWAY BCN 10            005 45 28.8
 SX1130
 SX1130|---------------------------------------------------------------------|
 SX1130| PID    Reference Object                     Distance      Geod. Az  |
 SX1130|                                                           dddmmss.s |
 SX1130| SX1125 SEATTLE SPOKANE AIRWAY BCN 10       APPROX. 8.8 KM 0074608.6 |
 SX1130| CF1215 WHISKEY DICK                                       1012921.2 |
 SX1130| CF1216 CHINAMAN HAT RM 1                     6.884 METERS 10720     |
 SX1130| CF1217 CHINAMAN HAT RM 2                     4.805 METERS 18101     |
 SX1130| SB1112 ELLENSBURG WASH COL OF ED STK       APPROX.22.1 KM 2623406.5 |
 SX1130| SX1153 ELLENSBURG WASH COLL ED BELFRY      APPROX.22.2 KM 2625030.8 |
 SX1130| SX1154 SEATTLE SPOKANE AIRWAY BCN 8        APPROX.21.0 KM 2711033.3 |
 SX1130| SX1239 SEATTLE SPOKANE AIRWAY BCN 6        APPROX.64.2 KM 2882532.3 |
 SX1130| SX1171 SEATTLE SPOKANE AIRWAY BCN 7        APPROX.43.2 KM 2890319.9 |
 SX1130|---------------------------------------------------------------------|
 SX1130
 SX1130                          SUPERSEDED SURVEY CONTROL
 SX1130
 SX1130  NAD 83(1986)-  47 01 31.65996(N)    120 15 08.43857(W) AD(       ) 1
 SX1130  NAD 27      -  47 01 32.20300(N)    120 15 04.21700(W) AD(       ) 1
 SX1130  NGVD 29 (07/19/86) 1134.1    (m)         3721.     (f) VERT ANG       
 SX1130
 SX1130.Superseded values are not recommended for survey control.
 SX1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1130.See file dsdata.txt to determine how the superseded data were derived.
 SX1130
 SX1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0878711658(NAD 83)
 SX1130_MARKER: DD = SURVEY DISK
 SX1130_SETTING: 66 = SET IN ROCK OUTCROP
 SX1130
 SX1130  HISTORY     - Date     Condition        Report By
 SX1130  HISTORY     - 1941     MONUMENTED       USGS
 SX1130  HISTORY     - 1948     GOOD             CGS
 SX1130  HISTORY     - 1953     GOOD             DMA
 SX1130  HISTORY     - 1964     SEE DESCRIPTION  USE
 SX1130
 SX1130                          STATION DESCRIPTION
 SX1130
 SX1130'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (JCS)
 SX1130'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 14 MILES E OF
 SX1130'ELLENSBURG, 8-1/2 MILES ENE OF KITTITAS, AND 2-1/2 MILES N OF U.S.
 SX1130'HIGHWAY 10.  IT IS ON A HIGH, CONICAL POINT, ON THE SAME RIDGE AS
 SX1130'WHISKEY DICK MOUNTAIN, ABOUT 1-1/2 MILES WNW OF THE HIGHEST POINT.
 SX1130'
 SX1130'THE STATION IS MARKED BY A STANDARD DISK OF THE U.S. GEOLOGICAL
 SX1130'SURVEY IN COOPERATION WITH THE STATE, STAMPED CHINAMAN HAT 1938,
 SX1130'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BOULDER.  A ROCK WALL
 SX1130'ABOUT 3 FEET HIGH, HORSESHOE-SHAPED, HAS BEEN BUILT ABOUT THE MARK.
 SX1130'
 SX1130'REFERENCE MARK NO.1, A STANDARD C. AND G.S. DISK, STAMPED CHINAMAN
 SX1130'HAT USGS NO.1 1941, CEMENTED IN A DRILL HOLE IN BEDROCK, IS 3 FEET
 SX1130'LOWER THAN THE STATION.
 SX1130'
 SX1130'REFERENCE MARK NO.2, A STANDARD C. AND G.S. DISK, STAMPED CHINAMAN
 SX1130'HAT USGS NO.2 1941, CEMENTED IN A DRILL HOLE IN BEDROCK, IS 2 FEET
 SX1130'LOWER THAN THE STATION.
 SX1130'
 SX1130'THE AZIMUTH MARK IS THE U.S. GEOLOGICAL SURVEY TRIANGULATION
 SX1130'STATION WHISKEY DICK.  A STANDARD U.S.G.S. TRIANGULATION STATION
 SX1130'DISK (NOT STAMPED) CEMENTED IN A DRILL HOLE IN AN OUTCROPPING
 SX1130'BOULDER.  132 FEET SW OF FENCE LINE, AND ABOUT 1/2 MILE SE OF THE
 SX1130'HIGHEST POINT OF THE RIDGE.  A LOW CAIRN SURROUNDS THE MARK.  TWO
 SX1130'FEET ABOVE THIS MARK CLEARS THE RIDGE TO THE STATION.
 SX1130'
 SX1130'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN THE N PART
 SX1130'OF ELLENSBURG, GO E ON HIGHWAY 10 (PAVED) 10.5 MILES TO PARK CREEK
 SX1130'ROAD 453, A DIRT ROAD LEADING LEFT.  TURN LEFT AND GO N, THEN E AND
 SX1130'NE ON PARK CREEK ROAD 1.5 MILES.  PASS THROUGH LEFT-HAND GATE AND
 SX1130'CONTINUE ON ROAD ALONG FENCE LINE ON W SIDE OF CREEK 1.0 MILE.
 SX1130'TURN RIGHT THROUGH GATE, CROSS PARK CREEK, AND FOLLOW AN OLD ROAD
 SX1130'UP CANYON (THIS ROAD IS VERY ROUGH) 4.25 MILES TO CREST OF RIDGE N
 SX1130'OF WHISKEY DICK MOUNTAIN.  THENCE RIGHT (S) ON OLD ROAD TO WHERE
 SX1130'ROAD TURNS LEFT DOWN HILL.  HERE LEAVE OLD ROAD AND CLIMB STEEP
 SX1130'RIDGE (S) TO TOP OF RIDGE AND A FENCE LINE.  AZIMUTH MARK (U.S.G.S.
 SX1130'WHISKEY DICK) IS HERE (SEE ABOVE).  TURN RIGHT (W) FOLLOWING TRACK
 SX1130'ROAD ALONG N SIDE OF FENCE ON CREST OF RIDGE 0.6 MILE.  DROP FENCE TO
 SX1130'GROUND AND DRIVE ACROSS.  FOLLOW TRACK ROAD 0.4 MILE, AND AGAIN
 SX1130'CROSS FENCE.  FOLLOW ROAD 0.2 MILE TO FENCE.  THIS IS ABOUT 300 YARDS
 SX1130'E OF THE CONICAL PEAK ON WHICH THE STATION IS SITUATED.  LEAVE TRUCK
 SX1130'AND PROCEED ACROSS SADDLE AND UP PEAK TO TOP AND STATION.  NO
 SX1130'UNDERGROUND MARK WAS SET.
 SX1130
 SX1130                          STATION RECOVERY (1948)
 SX1130
 SX1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SX1130'THE STATION WAS RECOVERED AS DESCRIBED.  ALL THE MARKS WERE IN GOOD
 SX1130'CONDITION.  A DISCREPANCY WAS NOTED IN THE STAMPING OF THE MARKS.
 SX1130'THE MARKS ARE STAMPED CHINAMAN HAT INSTEAD OF CHINEMAN HAT AS
 SX1130'DESCRIBED BEFORE.  A COMPLETE DESCRIPTION FOLLOWS.
 SX1130'
 SX1130'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW, ROCKY AND
 SX1130'CONICAL SHAPED HILL THAT IS VERY PROMINENT FROM ALL ANGLES.  IT IS
 SX1130'ABOUT 14 MILES AIRLINE EAST OF ELLENSBURG, ABOUT 8-1/2 MILES AIRLINE
 SX1130'EAST NORTHEAST OF KITTITAS, ABOUT 14 MILES AIRLINE WEST NORTHWEST
 SX1130'OF VANTAGE, ABOUT 2-1/2 MILES AIRLINE NORTH OF U.S. HIGHWAY 10 AND
 SX1130'ON THE WEST END OF WHISKEY DICK MOUNTAIN.
 SX1130'
 SX1130'THE STATION IS MARKED BY A STANDARD USGS DISK THAT IS CEMENTED IN A
 SX1130'DRILL HOLE IN OUTCROPPING ROCK.  A ROCK WALL THAT IS 3 FEET HIGH HAS
 SX1130'BEEN BUILT AROUND THE MARK.  THE DISK IS STAMPED CHINAMAN HAT 1938.
 SX1130'
 SX1130'REFERENCE MARK NUMBER ONE IS ABOUT 3 FEET LOWER THAN THE STATION
 SX1130'AND ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS A
 SX1130'STANDARD USC AND GS REFERENCE DISK THAT IS CEMENTED IN A DRILL HOLE
 SX1130'IN OUTCROPPING ROCK.  THE DISK IS STAMPED CHINAMAN HAT USGS NO 1
 SX1130'1941.
 SX1130'
 SX1130'REFERENCE MARK NUMBER TWO IS ABOUT 2 FEET LOWER THAN THE STATION
 SX1130'AND PROJECTS 1 INCH ABOVE THE GROUND.  IT IS A STANDARD USC AND GS
 SX1130'REFERENCE DISK THAT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK.
 SX1130'THE DISK IS STAMPED CHINAMAN HAT USGS NO 2 1941.
 SX1130'
 SX1130'THE AZIMUTH MARK IS 132 FEET SOUTHWEST OF A WIRE FENCE AND A LOW
 SX1130'CAIRN SURROUNDS THE MARK.  IT IS THE USGS STATION WHISKEY DICK
 SX1130'THAT IS LOCATED ABOUT 0.5 MILE SOUTHEAST OF THE HIGHEST POINT OF
 SX1130'WHISKEY DICK MOUNTAIN.  IT IS A STANDARD USGS STATION DISK THAT IS
 SX1130'CEMENTED IN A DRILL HOLE IN A BOULDER THAT WAS PLACED IN THE
 SX1130'GROUND.  THE DISK IS NOT STAMPED.  TO REACH THE MARK FROM THE
 SX1130'STATION GO EAST SOUTHEAST ALONG THE TOP OF THE RIDGE FOR 1.5 MILES
 SX1130'TO THE MARK ABOUT 0.5 MILE SOUTHEAST OF THE HIGHEST POINT OF THE
 SX1130'RIDGE AS DESCRIBED.
 SX1130'
 SX1130'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE
 SX1130'COLUMBIA RIVER IN VANTAGE GO WEST ON U.S. HIGHWAY 10 FOR 11.7 MILES
 SX1130'TO THE SUMMIT OF THE GRADE BETWEEN VANTAGE AND ELLENSBURG.  TURN
 SX1130'RIGHT, NORTH, AND PASS THROUGH A GATE AND THEN FOLLOW THE TRACK
 SX1130'ROAD FOR 1.0 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 2.3 MILES
 SX1130'TO THE TOP OF THE RIDGE AND A FENCELINE.  TURN LEFT, WEST, AND FOLLOW
 SX1130'THE FENCELINE FOR 1.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 SX1130'CONTINUE, WEST, ALONG THE TOP OF THE RIDGE FOR 1.2 MILES TO WHERE IT
 SX1130'BECOMES TOO STEEP FOR TRUCK TRAVEL, NEAR A FENCE.  FROM THIS POINT
 SX1130'PACK, SOUTH WEST ACROSS THE LOW SADDLE AND UP THE STEEP HILL SIDE TO
 SX1130'THE TOP AND THE STATION.
 SX1130
 SX1130                          STATION RECOVERY (1953)
 SX1130
 SX1130'RECOVERY NOTE BY DEFENSE MAP AGENCY 1953
 SX1130'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND
 SX1130'IN GOOD CONDITION.
 SX1130
 SX1130                          STATION RECOVERY (1964)
 SX1130
 SX1130'RECOVERY NOTE BY US ENGINEERS 1964
 SX1130'THE STATION HAS BEEN DESTROYED.  THE DISK WAS FOUND BUT WAS
 SX1130'DISTURBED AND IT WAS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1627 ***********************************************************************
 SY1627  DESIGNATION -  CHINOM 2
 SY1627  PID         -  SY1627
 SY1627  STATE/COUNTY-  WA/KITSAP
 SY1627  USGS QUAD   -  ELDON (1985)
 SY1627
 SY1627                         *CURRENT SURVEY CONTROL
 SY1627  ___________________________________________________________________
 SY1627* NAD 83(1991)-  47 31 42.41389(N)    123 01 03.31953(W)     ADJUSTED  
 SY1627* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 SY1627  ___________________________________________________________________
 SY1627  LAPLACE CORR-         -10.07  (seconds)                    DEFLEC99
 SY1627  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SY1627
 SY1627  HORZ ORDER  -  THIRD
 SY1627
 SY1627.The horizontal coordinates were established by classical geodetic methods
 SY1627.and adjusted by the National Geodetic Survey in December 1991..
 SY1627
 SY1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1627
 SY1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1627
 SY1627.The geoid height was determined by GEOID03.
 SY1627
 SY1627;                    North         East     Units Scale Factor Converg.
 SY1627;SPC WA N     -    61,088.096   335,542.260   MT  0.99999481   -1 37 34.4
 SY1627;SPC WA N     -   200,419.86  1,100,858.23   sFT  0.99999481   -1 37 34.4
 SY1627;SPC WA S     -   247,028.687   310,440.983   MT  1.00005052   -1 49 43.6
 SY1627;SPC WA S     -   810,459.95  1,018,505.13   sFT  1.00005052   -1 49 43.6
 SY1627;UTM  10      - 5,263,891.525   498,676.046   MT  0.99960002   -0 00 46.7
 SY1627
 SY1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1627!SPC WA N     -   1.00000282  x   0.99999481  =   0.99999763
 SY1627!SPC WA S     -   1.00000282  x   1.00005052  =   1.00005334
 SY1627!UTM  10      -   1.00000282  x   0.99960002  =   0.99960284
 SY1627
 SY1627|---------------------------------------------------------------------|
 SY1627| PID    Reference Object                     Distance      Geod. Az  |
 SY1627|                                                           dddmmss.s |
 SY1627| DD9530 CHINOM 2 RM 1                        28.578 METERS 07940     |
 SY1627| DD9532 CHINOM 2 RM 3                        25.244 METERS 08026     |
 SY1627| DD9531 CHINOM 2 RM 2                        30.288 METERS 17004     |
 SY1627| SY1626 FLAG POLE N OF STA WINTER 2         APPROX. 0.7 KM 2045541.3 |
 SY1627| SY1617 AYOCKS POINT 3                      APPROX. 3.6 KM 2294441.6 |
 SY1627| SY1620 DEAD TREE PT S OF HAMA HAMA 2       APPROX. 2.5 KM 2751951.0 |
 SY1627| SY1619 HOUSE ON DOCK EAST GABLE            APPROX. 2.0 KM 3004058.1 |
 SY1627|---------------------------------------------------------------------|
 SY1627
 SY1627                          SUPERSEDED SURVEY CONTROL
 SY1627
 SY1627  NAD 83(1986)-  47 31 42.41014(N)    123 01 03.32812(W) AD(       ) 3
 SY1627  NAD 27      -  47 31 43.07500(N)    123 00 58.76700(W) AD(       ) 3
 SY1627  NGVD 29 (07/19/86)    2.3    (m)            8.     (f) VERT ANG       
 SY1627
 SY1627.Superseded values are not recommended for survey control.
 SY1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1627.See file dsdata.txt to determine how the superseded data were derived.
 SY1627
 SY1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9867663892(NAD 83)
 SY1627_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1627
 SY1627  HISTORY     - Date     Condition        Report By
 SY1627  HISTORY     - 1934     MONUMENTED       CGS
 SY1627  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY1627  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY1627  HISTORY     - 1969     SEE DESCRIPTION  WADNR
 SY1627  HISTORY     - 1979     MARK NOT FOUND   NGS
 SY1627
 SY1627                          STATION DESCRIPTION
 SY1627
 SY1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY1627'STATION IS ON A PROMINENT GRASS-COVERED GRAVEL SPIT 4 MILES SSW
 SY1627'OF TEKIU POINT ON THE E SIDE OF HOOD CANAL.  A SMALL MARSH LIES
 SY1627'IN THE CENTER OF THE SPIT.
 SY1627'
 SY1627'APPROXIMATELY 110 METERS E OF THE STATION STANDS A LARGE BARN
 SY1627'AND SE ABOUT THE SAME DISTANCE IS A DWELLING HOUSE BELONGING TO
 SY1627'MR. ASH.  AN ORCHARD LIES BETWEEN THE HOUSE AND BARN.
 SY1627'
 SY1627'STATION IS 12 METERS W OF EDGE OF THE SMALL MARSH, 14 METERS E
 SY1627'OF THE HIGH-WATER LINE ON THE POINT, 10 METERS FROM HIGH-WATER LINE
 SY1627'TO NORTHWARD AND 20 METERS FROM HIGH-WATER LINE TO SOUTHWARD.
 SY1627'
 SY1627'SURFACE MARK IS A STANDARD DISK, AS DESCRIBED IN NOTE 1A,
 SY1627'CEMENTED IN A BLOCK OF CONCRETE, 6 BY 6 BY 18.  TOP OF BLOCK
 SY1627'EXTENDS 6 INCHES ABOVE SURFACE OF GROUND, BOTTOM IS SET IN MASS
 SY1627'OF CONCRETE.
 SY1627'
 SY1627'SUBSURFACE MARK IS A STANDARD DISK, AS DESCRIBED IN NOTE 7A, SET
 SY1627'IN A MASS OF CONCRETE 3 FEET UNDERGROUND.
 SY1627'
 SY1627'REFERENCE MARKS ARE STANDARD DISKS, AS DESCRIBED IN NOTE 11A, SET
 SY1627'IN BLOCKS OF CONCRETE 6 BY 6 BY 18.  TOPS OF BLOCKS FLUSH WITH
 SY1627'SURFACE OF THE GROUND.
 SY1627
 SY1627                          STATION RECOVERY (1956)
 SY1627
 SY1627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY1627'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AND FOUND AS
 SY1627'DESCRIBED IN THE 1934 DESCRIPTION, AND IN GOOD CONDITION.  REFERENCE
 SY1627'MARK 1 WAS FOUND DESTROYED.  A NEW REFERENCE MARK 3 WAS
 SY1627'ESTABLISHED.
 SY1627'
 SY1627'REFERENCE MARK 3 IS A STANDARD DISK WELDED TO THE TOP OF A 2
 SY1627'INCH CAST IRON PIPE, PROJECTING 6 INCHES.  IT IS STAMPED CHINOM 2
 SY1627'NO 3 1934.  IT IS 21 FEET NORTH OF THE NORTH END OF A SMALL POND,
 SY1627'AND 46 FEET SOUTH OF THE EXTREME HIGH TIDE MARK.
 SY1627'
 SY1627'A NEW ROUTE TO THE STATION FOLLOWS--FROM THE POST OFFICE IN KITSAP,
 SY1627'GO NORTHERLY ON STATE HIGHWAY 21 FOR 0.1 MILE TO A Y FORK AND
 SY1627'SIGNS SEABECK-HOLLY.  TURN LEFT, WEST AND NORTH, ON EVACUATION
 SY1627'ROAD 4 AND GO 1.05 MILES TO A Y FORK AND SIGNS SEABECK-HOLLY.
 SY1627'TURN LEFT, WESTERLY, AND GO 2.95 MILES TO A T ROAD.  TURN LEFT,
 SY1627'SOUTHWESTERLY, AS PER SIGNS HOLLY-DEWATTO, AND GO 4.9 MILES
 SY1627'TO A T ROAD.  TURN LEFT, SOUTHERLY, AND GO 7.7 MILES TO A T
 SY1627'ROAD.  TURN LEFT, EASTERLY, AS PER SIGN DEWATTO, AND GO 1.1 MILES
 SY1627'TO A Y FORK.  KEEP RIGHT, SOUTHERLY, ON BLADED ROAD, AND GO
 SY1627'1.65 MILES TO A SIDE ROAD RIGHT AND WOODEN GATE.  TURN RIGHT,
 SY1627'SOUTHWESTERLY, THROUGH GATE, AND GO 1.05 MILES ON A NARROW
 SY1627'GRAVEL ROAD TO A T ROAD, JUST AFTER PASSING A HOUSE ON THE
 SY1627'RIGHT.  TURN RIGHT, NORTHERLY, AND GO 0.3 MILE TO A Y
 SY1627'FORK.  TURN LEFT, WESTERLY, AND GO 1.5 MILES TO A LARGE BARN ON
 SY1627'THE BEACH.  CONTINUE STRAIGHT-AHEAD, WESTERLY, FOR 0.1 MILE TO THE
 SY1627'WEST END OF A SAND SPIT AND THE STATION.
 SY1627
 SY1627                          STATION RECOVERY (1965)
 SY1627
 SY1627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY1627'THE STATION MARK, UNDERGROUND MARK AND REFERENCE MARK NO. 2 WERE
 SY1627'FOUND ON THE BEACH, MOVED FROM THEIR ORIGINAL POSITIONS.  REFERENCE
 SY1627'MARK NO. 3 WAS RECOVERED IN GOOD CONDITION.  THE DISKS WERE
 SY1627'REMOVED FROM ALL MARKS EXCEPT REFERENCE MARK NO. 3.
 SY1627
 SY1627                          STATION RECOVERY (1969)
 SY1627
 SY1627'RECOVERY NOTE BY WA DEPT OF NAT RES 1969 (RDL)
 SY1627'CHINOM 2 NO. 3 1934 IN PLACE - SHAKY FOOTING.
 SY1627'
 SY1627'SURFACE MONUMENT LOST IN PAST STORMS.  SUBSURFACE MONUMENT NOT
 SY1627'SEARCHED FOR.  NO OTHER MONUMENTS IN PLACE.
 SY1627
 SY1627                          STATION RECOVERY (1979)
 SY1627
 SY1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SY1627'THE STATION MARK AND REFERENCE MARK 2 WERE NOT FOUND.  RM 3 WAS
 SY1627'FOUND LYING ON THE BEACH.  IT IS POSSIBLE THE UNDER GROUND DISK IS
 SY1627'STILL IN PLACE BUT IT WOULD HAVE TO A TRAVERSE RAN INTO THE AREA TO
 SY1627'FIND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3797 ***********************************************************************
 SY3797  DESIGNATION -  CHINOOK
 SY3797  PID         -  SY3797
 SY3797  STATE/COUNTY-  WA/KING
 SY3797  USGS QUAD   -  
 SY3797
 SY3797                         *CURRENT SURVEY CONTROL
 SY3797  ___________________________________________________________________
 SY3797* NAD 83(1991)-  47 37 48.93863(N)    122 12 47.96241(W)     ADJUSTED  
 SY3797* NAVD 88     -       112.2    (meters)     368.     (feet)  VERTCON   
 SY3797  ___________________________________________________________________
 SY3797  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 SY3797  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY3797
 SY3797  HORZ ORDER  -  FIRST
 SY3797
 SY3797.The horizontal coordinates were established by classical geodetic methods
 SY3797.and adjusted by the National Geodetic Survey in December 1991..
 SY3797
 SY3797.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3797
 SY3797.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3797
 SY3797.The geoid height was determined by GEOID03.
 SY3797
 SY3797;                    North         East     Units Scale Factor Converg.
 SY3797;SPC WA N     -    71,003.484   396,291.922   MT  0.99997825   -1 01 38.7
 SY3797;SPC WA N     -   232,950.60  1,300,167.75   sFT  0.99997825   -1 01 38.7
 SY3797;UTM  10      - 5,275,506.335   559,100.483   MT  0.99964292   +0 34 52.4
 SY3797
 SY3797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3797!SPC WA N     -   0.99998613  x   0.99997825  =   0.99996438
 SY3797!UTM  10      -   0.99998613  x   0.99964292  =   0.99962906
 SY3797
 SY3797:                Primary Azimuth Mark                     Grid Az
 SY3797:SPC WA N     -  KIRKLAND WATER TANK                      015 43 15.3
 SY3797:UTM  10      -  KIRKLAND WATER TANK                      014 06 44.2
 SY3797
 SY3797|---------------------------------------------------------------------|
 SY3797| PID    Reference Object                     Distance      Geod. Az  |
 SY3797|                                                           dddmmss.s |
 SY3797| SY3794 KIRKLAND WATER TANK                 APPROX. 7.0 KM 0144136.6 |
 SY3797| SY3746 CLYDE HILL MUNICIPAL STANDPIPE       22.516 METERS 04047     |
 SY3797| SY3576 BELLEVUE DIST 97 N STANDPIPE        APPROX. 6.8 KM 1025357.0 |
 SY3797| CF7266 CHINOOK RM 1                         30.065 METERS 11035     |
 SY3797| SY3883 SEATTLE SACRED VILLA TANK           APPROX. 5.8 KM 3092411.4 |
 SY3797| CF7267 CHINOOK RM 2                         29.844 METERS 35045     |
 SY3797| SY3727 JUANITA                             APPROX. 9.0 KM 3540847.4 |
 SY3797|---------------------------------------------------------------------|
 SY3797
 SY3797                          SUPERSEDED SURVEY CONTROL
 SY3797
 SY3797  NAD 83(1986)-  47 37 48.93141(N)    122 12 47.96793(W) AD(       ) 1
 SY3797  NAD 27      -  47 37 49.57523(N)    122 12 43.52362(W) AD(       ) 1
 SY3797  NGVD 29 (07/19/86)  111.1    (m)          365.     (f) VERT ANG       
 SY3797
 SY3797.Superseded values are not recommended for survey control.
 SY3797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3797.See file dsdata.txt to determine how the superseded data were derived.
 SY3797
 SY3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5910075506(NAD 83)
 SY3797_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3797
 SY3797  HISTORY     - Date     Condition        Report By
 SY3797  HISTORY     - 1973     MONUMENTED       NGS
 SY3797  HISTORY     - 1983     GOOD             USPSQD
 SY3797  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 SY3797  HISTORY     - 19961027 MARK NOT FOUND   USPSQD
 SY3797
 SY3797                          STATION DESCRIPTION
 SY3797
 SY3797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3797'DUE TO THE FENCE AROUND THE STANDPIPE, NO MEASUREMENT WAS MADE
 SY3797'BETWEEN THE REFERENCE MARKS.
 SY3797'
 SY3797'THE STATION IS LOCATED IN THE NORTH PART OF BELLEVUE, ON A HILL
 SY3797'KNOWN AS CLYDE HILL.  IT IS ON PROPERTY OF KING COUNTY WATER
 SY3797'DISTRICT 68, POST OFFICE BOX 487, BELLEVUE, WASHINGTON.  MR. JOHN
 SY3797'C. STEIN, TELEPHONE NUMBER GL4-6306, GAVE PERMISSION FOR THE
 SY3797'STATION.  IT IS IN THE NE 1/4 SEC 30, T 25 N, R 5 E.
 SY3797'
 SY3797'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 405
 SY3797'AND NE 8TH ST IN BELLEVUE, GO WEST ON NE 8TH ST FOR 0.6 MILE TO A
 SY3797'CROSSROAD.  TURN RIGHT AND GO NORTH ON 104TH AVE NE FOR 1.0 MILE TO
 SY3797'A CROSSROAD.  TURN LEFT AND GO WEST ON NE 24TH ST FOR 0.5 MILE TO
 SY3797'THE ENTRANCE TO A SCHOOL ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 SY3797'A TRACK ROAD FOR 0.1 MILE TO A STANDPIPE AND THE STATION ON THE
 SY3797'RIGHT.
 SY3797'
 SY3797'THE STATION MARKS ARE STANDARD DISKS STAMPED CHINOOK 1973.  THE
 SY3797'SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 SY3797'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 42 FEET
 SY3797'SOUTHWEST OF A FENCE AROUND THE STANDPIPE, 22 FEET NORTHWEST OF A
 SY3797'3 BY 3 FOOT-INSPECTION COVER AND 17 FEET EAST OF A BOARD FENCE.
 SY3797'THE UNDERGROUND MARK IS SET 38 INCHES BELOW THE GROUND SURFACE.
 SY3797'
 SY3797'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHINOOK NO 1 1973.  IT
 SY3797'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SY3797'IS FLUSH WITH THE GROUND SURFACE.  IT IS 72 FEET EAST-SOUTHEAST OF
 SY3797'THE INSPECTION COVER, 65-1/2 FEET SOUTHEAST OF THE FENCE AROUND
 SY3797'THE THE STANDPIPE AND 21-1/2 FEET NORTH OF THE NORTHWEST GATEPOST
 SY3797'OF A FENCE AROUND A SHORT STANDPIPE.
 SY3797'
 SY3797'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHINOOK NO 2
 SY3797'1973.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 SY3797'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 45 FEET
 SY3797'NORTHWEST OF THE TALLEST STANDPIPE AND 1.1 FEET EAST OF THE BOARD
 SY3797'FENCE.
 SY3797'
 SY3797'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 SY3797'
 SY3797'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
 SY3797
 SY3797                          STATION RECOVERY (1983)
 SY3797
 SY3797'RECOVERY NOTE BY US POWER SQUADRON 1983 (GCS)
 SY3797'CHINOOK 1973 RECOVERED GOOD.
 SY3797'
 SY3797'RECOVERED AS DESCRIBED.
 SY3797'
 SY3797'STA. MARK IS 4 INCHES DOWN UNDER DISCARDED ASPHALT.  APPARENTLY
 SY3797'FROM TRAIL WORK.
 SY3797'
 SY3797'RM-1 RECOVERED GOOD, AS DESCRIBED.
 SY3797'
 SY3797'RM-2 RECOVERED GOOD, 3 INCHES DOWN UNDER SOD.
 SY3797
 SY3797                          STATION RECOVERY (1995)
 SY3797
 SY3797'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY3797'MARK NOT FOUND.
 SY3797
 SY3797                          STATION RECOVERY (1996)
 SY3797
 SY3797'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY3797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2312 ***********************************************************************
 SC2312  DESIGNATION -  CHINOOK AZ MK
 SC2312  PID         -  SC2312
 SC2312  STATE/COUNTY-  WA/PACIFIC
 SC2312  USGS QUAD   -  CHINOOK (1984)
 SC2312
 SC2312                         *CURRENT SURVEY CONTROL
 SC2312  ___________________________________________________________________
 SC2312* NAD 83(1991)-  46 18 24.73306(N)    123 58 52.17556(W)     ADJUSTED  
 SC2312* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SC2312  ___________________________________________________________________
 SC2312  LAPLACE CORR-          15.03  (seconds)                    DEFLEC99
 SC2312  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 SC2312
 SC2312  HORZ ORDER  -  THIRD
 SC2312
 SC2312.The horizontal coordinates were established by classical geodetic methods
 SC2312.and adjusted by the National Geodetic Survey in December 1991..
 SC2312.No horizontal observational check was made to the station.
 SC2312
 SC2312.The orthometric height was scaled from a topographic map.
 SC2312
 SC2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2312
 SC2312.The geoid height was determined by GEOID03.
 SC2312
 SC2312;                    North         East     Units Scale Factor Converg.
 SC2312;SPC WA S     -   114,124.376   231,939.308   MT  0.99992633   -2 31 43.3
 SC2312;SPC WA S     -   374,423.06    760,954.21   sFT  0.99992633   -2 31 43.3
 SC2312;SPC OR N     -   299,183.287 2,231,890.664   MT  1.00009258   -2 28 07.6
 SC2312;SPC OR N     -   981,572.46  7,322,475.93   iFT  1.00009258   -2 28 07.6
 SC2312;UTM  10      - 5,128,611.566   424,447.777   MT  0.99967017   -0 42 34.1
 SC2312
 SC2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2312!SPC WA S     -   1.00000266  x   0.99992633  =   0.99992899
 SC2312!SPC OR N     -   1.00000266  x   1.00009258  =   1.00009524
 SC2312!UTM  10      -   1.00000266  x   0.99967017  =   0.99967283
 SC2312
 SC2312|---------------------------------------------------------------------|
 SC2312| PID    Reference Object                     Distance      Geod. Az  |
 SC2312|                                                           dddmmss.s |
 SC2312| CE3909 CHINOOK AZ MK RP PIPE               106.497 METERS 00054     |
 SC2312| SC2291 CHINOOK RESET                       APPROX. 0.6 KM 1251452.9 |
 SC2312| SC2195 CHUMMY                              APPROX.11.5 KM 1843419.8 |
 SC2312| SD0657 CLATSOP SPIT COAST GUARD LOT        APPROX. 9.3 KM 1952736.9 |
 SC2312|---------------------------------------------------------------------|
 SC2312
 SC2312                          SUPERSEDED SURVEY CONTROL
 SC2312
 SC2312  NAD 83(1991)-  46 18 24.73295(N)    123 58 52.17557(W) AD(       ) 3
 SC2312  NAD 83(1986)-  46 18 24.73653(N)    123 58 52.15207(W) AD(       ) 3
 SC2312  NAD 27      -  46 18 25.37385(N)    123 58 47.60223(W) AD(       ) 3
 SC2312
 SC2312.Superseded values are not recommended for survey control.
 SC2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2312.See file dsdata.txt to determine how the superseded data were derived.
 SC2312
 SC2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2444828612(NAD 83)
 SC2312_MARKER: DZ = AZIMUTH MARK DISK
 SC2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2312_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SC2312
 SC2312  HISTORY     - Date     Condition        Report By
 SC2312  HISTORY     - 1971     MONUMENTED       NGS
 SC2312
 SC2312                          STATION DESCRIPTION
 SC2312
 SC2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SC2312'THE STATION IS ON THE NORTHEAST SHORE OF BAKER BAY, 2.8 MILES
 SC2312'NORTHWEST OF CHINOOK, 3/4 MILE EAST-SOUTHEAST OF ILWACO AIRFIELD,
 SC2312'AND ON THE TIDE FLATS IN FRONT OF MR. ALBERT KARYS HOUSE, IN
 SC2312'SECTION 36, T 10 N, R 11 W.
 SC2312'
 SC2312'TO REACH THE STATION FROM THE POST OFFICE IN CHINOOK, GO
 SC2312'NORTHERLY ON U.S. HIGHWAY 101 FOR 2.4 MILES TO A ROAD LEFT AT THE
 SC2312'NORTH END OF THE BRIDGE OVER THE CHINOOK RIVER, TURN LEFT AND GO
 SC2312'WESTERLY ON SPRINGTOWN ROAD FOR 0.35 MILE TO STATION CHINOOK
 SC2312'ON THE LEFT.  CONTINUE NORTHWEST 0.35 MILE TO MR. KARYS DRIVEWAY
 SC2312'ON THE RIGHT AND THE STATION ON THE LEFT, ABOUT 100 YARDS
 SC2312'SOUTHWEST OF THE ROAD.
 SC2312'
 SC2312'THE STATION MARK, STAMPED CHINOOK 1935 1971, IS A USC AND GS
 SC2312'AZIMUTH MARK DISK SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH
 SC2312'THE GROUND.  IT IS 27 YARDS SOUTHEAST OF THE PROJECTED SOUTHEAST
 SC2312'SIDE OF MR. KARYS 2-STORY BROWN HOUSE, 99 FEET SOUTH OF A CLUSTER
 SC2312'OF 2 -2X2 AND 2- 2X4 STAKES, 66.6 FEET EAST OF A SECOND CLUSTER
 SC2312'OF STAKES WHICH PROJECT ABOUT 18 INCHES, 1.5 FEET EAST OF A
 SC2312'METAL WITNESS POST AND BETWEEN TWO 1/2-INCH GALVANIZED RODS
 SC2312'WHICH PROJECT 6 INCHES.
 SC2312'
 SC2312'THE REFERENCE POINT IS A 1/2-INCH GALVANIZED PIPE DRIVEN INTO
 SC2312'THE GROUND, FLUSH WITH THE LAWN, IN MR. GILPINS FRONT YARD,
 SC2312'89 FEET SOUTH OF THE SOUTHEAST CORNER OF THE FIREPLACE, 30.6 FEET
 SC2312'NORTHWEST OF A POWER POLE, 20.5 FEET NORTHEAST OF THE CENTER OF
 SC2312'THE ROAD AND ABOUT 56 FEET WEST OF THE HEDGE WHICH BOARDERS
 SC2312'THE EAST EDGE OF THE LAWN.  KILPINS HOUSE IS THE NEXT PLACE WEST
 SC2312'OF KARYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2300 ***********************************************************************
 SC2300  DESIGNATION -  CHINOOK CHANNEL ENTRANCE LIGHT
 SC2300  PID         -  SC2300
 SC2300  STATE/COUNTY-  WA/PACIFIC
 SC2300  USGS QUAD   -  CHINOOK (1984)
 SC2300
 SC2300                         *CURRENT SURVEY CONTROL
 SC2300  ___________________________________________________________________
 SC2300* NAD 83(1991)-  46 15 47.70246(N)    123 57 41.38357(W)     ADJUSTED  
 SC2300* NAVD 88     -                                                        
 SC2300  ___________________________________________________________________
 SC2300  LAPLACE CORR-          15.60  (seconds)                    DEFLEC99
 SC2300  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 SC2300
 SC2300  HORZ ORDER  -  THIRD
 SC2300
 SC2300.The horizontal coordinates were established by classical geodetic methods
 SC2300.and adjusted by the National Geodetic Survey in December 1991..
 SC2300
 SC2300
 SC2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2300
 SC2300.The geoid height was determined by GEOID03.
 SC2300
 SC2300;                    North         East     Units Scale Factor Converg.
 SC2300;SPC WA S     -   109,214.131   233,239.862   MT  0.99993029   -2 30 51.9
 SC2300;SPC WA S     -   358,313.36    765,221.11   sFT  0.99993029   -2 30 51.9
 SC2300;SPC OR N     -   294,273.631 2,233,196.542   MT  1.00007764   -2 27 17.4
 SC2300;SPC OR N     -   965,464.67  7,326,760.31   iFT  1.00007764   -2 27 17.4
 SC2300;UTM  10      - 5,123,746.352   425,903.199   MT  0.99966749   -0 41 41.0
 SC2300
 SC2300                          SUPERSEDED SURVEY CONTROL
 SC2300
 SC2300  NAD 83(1991)-  46 15 47.70246(N)    123 57 41.38367(W) AD(       ) 4
 SC2300  NAD 83(1986)-  46 15 47.70845(N)    123 57 41.36093(W) AD(       ) 4
 SC2300  NAD 27      -  46 15 48.34109(N)    123 57 36.81948(W) AD(       ) 3
 SC2300
 SC2300.Superseded values are not recommended for survey control.
 SC2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2300.See file dsdata.txt to determine how the superseded data were derived.
 SC2300
 SC2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2590323746(NAD 83)
 SC2300
 SC2300  HISTORY     - Date     Condition        Report By
 SC2300  HISTORY     - UNK      MONUMENTED
 SC2300  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2300
 SC2300                          STATION DESCRIPTION
 SC2300
 SC2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2300'STATION IS LOST.  THIS STATION WAS NOT PREVIOUSLY DESCRIBED.  IT
 SC2300'WAS SEARCHED FOR AND NOT RECOVERED.  IT IS NOT LISTED IN THE LIST
 SC2300'OF LIGHTS, PACIFIC COAST 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2301 ***********************************************************************
 SC2301  DESIGNATION -  CHINOOK CHANNEL LIGHT
 SC2301  PID         -  SC2301
 SC2301  STATE/COUNTY-  WA/PACIFIC
 SC2301  USGS QUAD   -  CHINOOK (1984)
 SC2301
 SC2301                         *CURRENT SURVEY CONTROL
 SC2301  ___________________________________________________________________
 SC2301* NAD 83(1991)-  46 16 19.95374(N)    123 57 11.32794(W)     ADJUSTED  
 SC2301* NAVD 88     -                                                        
 SC2301  ___________________________________________________________________
 SC2301  LAPLACE CORR-          16.03  (seconds)                    DEFLEC99
 SC2301  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 SC2301
 SC2301  HORZ ORDER  -  THIRD
 SC2301
 SC2301.The horizontal coordinates were established by classical geodetic methods
 SC2301.and adjusted by the National Geodetic Survey in December 1991..
 SC2301
 SC2301
 SC2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2301
 SC2301.The geoid height was determined by GEOID03.
 SC2301
 SC2301;                    North         East     Units Scale Factor Converg.
 SC2301;SPC WA S     -   110,180.722   233,926.429   MT  0.99992943   -2 30 30.1
 SC2301;SPC WA S     -   361,484.59    767,473.63   sFT  0.99992943   -2 30 30.1
 SC2301;SPC OR N     -   295,241.080 2,233,882.206   MT  1.00008066   -2 26 56.1
 SC2301;SPC OR N     -   968,638.71  7,329,009.86   iFT  1.00008066   -2 26 56.1
 SC2301;UTM  10      - 5,124,733.997   426,558.555   MT  0.99966630   -0 41 19.7
 SC2301
 SC2301                          SUPERSEDED SURVEY CONTROL
 SC2301
 SC2301  NAD 83(1991)-  46 16 19.95371(N)    123 57 11.32801(W) AD(       ) 4
 SC2301  NAD 83(1986)-  46 16 19.95938(N)    123 57 11.30560(W) AD(       ) 4
 SC2301  NAD 27      -  46 16 20.59243(N)    123 57 06.76388(W) AD(       ) 3
 SC2301
 SC2301.Superseded values are not recommended for survey control.
 SC2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2301.See file dsdata.txt to determine how the superseded data were derived.
 SC2301
 SC2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2655924734(NAD 83)
 SC2301
 SC2301  HISTORY     - Date     Condition        Report By
 SC2301  HISTORY     - UNK      MONUMENTED
 SC2301  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2301
 SC2301                          STATION DESCRIPTION
 SC2301
 SC2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2301'RECOVERED IN GOOD CONDITION ABOUT 1000 FEET WEST OF THE CHINOOK
 SC2301'CANNERY, ABOUT 120 FEET NORTHWEST OF THE NORTHWEST END OF THE
 SC2301'CHINOOK BOAT BASIN JETTY IN BAKER BAY.
 SC2301'
 SC2301'THE STATION IS A WHITE FLASHING NAVIGATION LIGHT THAT PROJECTS
 SC2301'ABOVE A WHITE LIGHT BOX.  THE BOX SETS ON A SMALL WOODEN PLATFORM
 SC2301'THAT IS SUPPORTED BY A WOODEN PILE DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2276 ***********************************************************************
 SC2276  DESIGNATION -  CHINOOK CHURCH SPIRE
 SC2276  PID         -  SC2276
 SC2276  STATE/COUNTY-  WA/PACIFIC
 SC2276  USGS QUAD   -  CHINOOK (1984)
 SC2276
 SC2276                         *CURRENT SURVEY CONTROL
 SC2276  ___________________________________________________________________
 SC2276* NAD 83(1991)-  46 16 23.34571(N)    123 56 45.81398(W)     ADJUSTED  
 SC2276* NAVD 88     -                                                        
 SC2276  ___________________________________________________________________
 SC2276  LAPLACE CORR-          16.53  (seconds)                    DEFLEC99
 SC2276  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 SC2276
 SC2276  HORZ ORDER  -  THIRD
 SC2276
 SC2276.The horizontal coordinates were established by classical geodetic methods
 SC2276.and adjusted by the National Geodetic Survey in December 1991..
 SC2276
 SC2276
 SC2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2276
 SC2276.The geoid height was determined by GEOID03.
 SC2276
 SC2276;                    North         East     Units Scale Factor Converg.
 SC2276;SPC WA S     -   110,261.466   234,476.742   MT  0.99992934   -2 30 11.5
 SC2276;SPC WA S     -   361,749.49    769,279.11   sFT  0.99992934   -2 30 11.5
 SC2276;SPC OR N     -   295,322.406 2,234,432.519   MT  1.00008098   -2 26 38.0
 SC2276;SPC OR N     -   968,905.53  7,330,815.35   iFT  1.00008098   -2 26 38.0
 SC2276;UTM  10      - 5,124,832.147   427,105.882   MT  0.99966532   -0 41 01.3
 SC2276
 SC2276                          SUPERSEDED SURVEY CONTROL
 SC2276
 SC2276  NAD 83(1991)-  46 16 23.34570(N)    123 56 45.81399(W) AD(       ) 4
 SC2276  NAD 83(1986)-  46 16 23.35143(N)    123 56 45.79278(W) AD(       ) 4
 SC2276  NAD 27      -  46 16 23.98130(N)    123 56 41.25381(W) AD(       ) 3
 SC2276
 SC2276.Superseded values are not recommended for survey control.
 SC2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2276.See file dsdata.txt to determine how the superseded data were derived.
 SC2276
 SC2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2710624832(NAD 83)
 SC2276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC2276+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 SC2276
 SC2276  HISTORY     - Date     Condition        Report By
 SC2276  HISTORY     - UNK      MONUMENTED
 SC2276  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2276  HISTORY     - 1984     GOOD             USPSQD
 SC2276  HISTORY     - 20060916 GOOD             GEOCAC
 SC2276
 SC2276                          STATION DESCRIPTION
 SC2276
 SC2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2276'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  THE
 SC2276'STATION WAS NOT PREVIOUSLY DESCRIBED.
 SC2276'
 SC2276'THE CHURCH IS LOCATED IN CHINOOK, ON THE SW SIDE OF U.S. HIGHWAY
 SC2276'101, 100 FEET NW OF AN INTERSECTION, AND ON THE OPPOSITE SIDE OF
 SC2276'THE HIGHWAY FROM THE CHINOOK FIRE STATION.  IT IS A WHITE BUILDING
 SC2276'WITH THE SIGN CHINOOK EV. LUTHERAN CHURCH ON THE FRONT.
 SC2276
 SC2276                          STATION RECOVERY (1984)
 SC2276
 SC2276'RECOVERY NOTE BY US POWER SQUADRON 1984 (RCC)
 SC2276'NO MARK.
 SC2276'
 SC2276'RECOVERED IN GOOD CONDITION.
 SC2276'
 SC2276'DESCRIPTION ADEQUATE.  THIRD ORDER LEVELING.
 SC2276
 SC2276                          STATION RECOVERY (2006)
 SC2276
 SC2276'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 SC2276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2142 ***********************************************************************
 SC2142  DESIGNATION -  CHINOOK DIKE LIGHT
 SC2142  PID         -  SC2142
 SC2142  STATE/COUNTY-  WA/PACIFIC
 SC2142  USGS QUAD   -  WARRENTON (1996)
 SC2142
 SC2142                         *CURRENT SURVEY CONTROL
 SC2142  ___________________________________________________________________
 SC2142* NAD 83(1991)-  46 14 58.98296(N)    123 57 11.62883(W)     ADJUSTED  
 SC2142* NAVD 88     -                                                        
 SC2142  ___________________________________________________________________
 SC2142  LAPLACE CORR-          16.27  (seconds)                    DEFLEC99
 SC2142  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SC2142
 SC2142  HORZ ORDER  -  THIRD
 SC2142
 SC2142.The horizontal coordinates were established by classical geodetic methods
 SC2142.and adjusted by the National Geodetic Survey in December 1991..
 SC2142
 SC2142
 SC2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2142
 SC2142.The geoid height was determined by GEOID03.
 SC2142
 SC2142;                    North         East     Units Scale Factor Converg.
 SC2142;SPC WA S     -   107,683.456   233,810.580   MT  0.99993164   -2 30 30.3
 SC2142;SPC WA S     -   353,291.47    767,093.54   sFT  0.99993164   -2 30 30.3
 SC2142;SPC OR N     -   292,743.329 2,233,768.931   MT  1.00007313   -2 26 56.3
 SC2142;SPC OR N     -   960,443.99  7,328,638.23   iFT  1.00007313   -2 26 56.3
 SC2142;UTM  10      - 5,122,234.972   426,522.072   MT  0.99966637   -0 41 19.0
 SC2142
 SC2142                          SUPERSEDED SURVEY CONTROL
 SC2142
 SC2142  NAD 83(1991)-  46 14 58.98295(N)    123 57 11.62887(W) AD(       ) 4
 SC2142  NAD 83(1986)-  46 14 58.98998(N)    123 57 11.60666(W) AD(       ) 4
 SC2142  NAD 27      -  46 14 59.62195(N)    123 57 07.06939(W) AD(       ) 3
 SC2142
 SC2142.Superseded values are not recommended for survey control.
 SC2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2142.See file dsdata.txt to determine how the superseded data were derived.
 SC2142
 SC2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2652222235(NAD 83)
 SC2142
 SC2142  HISTORY     - Date     Condition        Report By
 SC2142  HISTORY     - 1935     MONUMENTED       CGS
 SC2142
 SC2142                          STATION DESCRIPTION
 SC2142
 SC2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2142'THE STATION IS THE LIGHT ON THE OUT END OF CHINOOK DIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2144 ***********************************************************************
 SC2144  DESIGNATION -  CHINOOK DIKE LIGHT
 SC2144  PID         -  SC2144
 SC2144  STATE/COUNTY-  WA/PACIFIC
 SC2144  USGS QUAD   -  WARRENTON (1996)
 SC2144
 SC2144                         *CURRENT SURVEY CONTROL
 SC2144  ___________________________________________________________________
 SC2144* NAD 83(1991)-  46 14 59.01706(N)    123 57 11.25517(W)     ADJUSTED  
 SC2144* NAVD 88     -                                                        
 SC2144  ___________________________________________________________________
 SC2144  LAPLACE CORR-          16.28  (seconds)                    DEFLEC99
 SC2144  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SC2144
 SC2144  HORZ ORDER  -  THIRD
 SC2144
 SC2144.The horizontal coordinates were established by classical geodetic methods
 SC2144.and adjusted by the National Geodetic Survey in December 1991..
 SC2144
 SC2144
 SC2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2144
 SC2144.The geoid height was determined by GEOID03.
 SC2144
 SC2144;                    North         East     Units Scale Factor Converg.
 SC2144;SPC WA S     -   107,684.158   233,818.622   MT  0.99993164   -2 30 30.0
 SC2144;SPC WA S     -   353,293.78    767,119.93   sFT  0.99993164   -2 30 30.0
 SC2144;SPC OR N     -   292,744.039 2,233,776.974   MT  1.00007313   -2 26 56.1
 SC2144;SPC OR N     -   960,446.32  7,328,664.61   iFT  1.00007313   -2 26 56.1
 SC2144;UTM  10      - 5,122,235.929   426,530.085   MT  0.99966635   -0 41 18.7
 SC2144
 SC2144                          SUPERSEDED SURVEY CONTROL
 SC2144
 SC2144  NAD 83(1991)-  46 14 59.01706(N)    123 57 11.25508(W) AD(       ) 4
 SC2144  NAD 83(1986)-  46 14 59.02414(N)    123 57 11.23257(W) AD(       ) 4
 SC2144  NAD 27      -  46 14 59.65613(N)    123 57 06.69620(W) AD(       ) 3
 SC2144
 SC2144.Superseded values are not recommended for survey control.
 SC2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2144.See file dsdata.txt to determine how the superseded data were derived.
 SC2144
 SC2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2653022236(NAD 83)
 SC2144_MARKER: 14 = NAVIGATION LIGHT
 SC2144
 SC2144  HISTORY     - Date     Condition        Report By
 SC2144  HISTORY     - 1937     FIRST OBSERVED   CGS
 SC2144
 SC2144                          STATION DESCRIPTION
 SC2144
 SC2144'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2294 ***********************************************************************
 SC2294  DESIGNATION -  CHINOOK DIKE LIGHT 1958
 SC2294  PID         -  SC2294
 SC2294  STATE/COUNTY-  WA/PACIFIC
 SC2294  USGS QUAD   -  CHINOOK (1984)
 SC2294
 SC2294                         *CURRENT SURVEY CONTROL
 SC2294  ___________________________________________________________________
 SC2294* NAD 83(1991)-  46 14 59.41566(N)    123 57 12.35251(W)     ADJUSTED  
 SC2294* NAVD 88     -                                                        
 SC2294  ___________________________________________________________________
 SC2294  LAPLACE CORR-          16.26  (seconds)                    DEFLEC99
 SC2294  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 SC2294
 SC2294  HORZ ORDER  -  THIRD
 SC2294
 SC2294.The horizontal coordinates were established by classical geodetic methods
 SC2294.and adjusted by the National Geodetic Survey in December 1991..
 SC2294
 SC2294
 SC2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2294
 SC2294.The geoid height was determined by GEOID03.
 SC2294
 SC2294;                    North         East     Units Scale Factor Converg.
 SC2294;SPC WA S     -   107,697.481   233,795.679   MT  0.99993162   -2 30 30.8
 SC2294;SPC WA S     -   353,337.49    767,044.66   sFT  0.99993162   -2 30 30.8
 SC2294;SPC OR N     -   292,757.341 2,233,754.014   MT  1.00007317   -2 26 56.9
 SC2294;SPC OR N     -   960,489.96  7,328,589.28   iFT  1.00007317   -2 26 56.9
 SC2294;UTM  10      - 5,122,248.513   426,506.737   MT  0.99966639   -0 41 19.5
 SC2294
 SC2294                          SUPERSEDED SURVEY CONTROL
 SC2294
 SC2294  NAD 83(1991)-  46 14 59.41565(N)    123 57 12.35251(W) AD(       ) 4
 SC2294  NAD 83(1986)-  46 14 59.42271(N)    123 57 12.33027(W) AD(       ) 4
 SC2294  NAD 27      -  46 15 00.05533(N)    123 57 07.79369(W) AD(       ) 3
 SC2294
 SC2294.Superseded values are not recommended for survey control.
 SC2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2294.See file dsdata.txt to determine how the superseded data were derived.
 SC2294
 SC2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2650722249(NAD 83)
 SC2294
 SC2294  HISTORY     - Date     Condition        Report By
 SC2294  HISTORY     - 1958     MONUMENTED       CGS
 SC2294
 SC2294                          STATION DESCRIPTION
 SC2294
 SC2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2294'LOCATED ABOUT 1-3/4 MILES SOUTH OF CHINOOK ABOUT 1-1/2 MILES
 SC2294'WEST-SOUTHWEST OF CHINOOK POINT NEAR THE OUTER (SOUTH) END OF
 SC2294'CHINOOK DIKE IN THE COLUMBIA RIVER.
 SC2294'
 SC2294'THE STATION IS THE CENTER OF A WHITE FLASHING NAVIGATION LIGHT THAT
 SC2294'SETS ON TOP OF A LENGTH OF PIPE.  THE PIPE PROJECTS ABOVE A WOODEN
 SC2294'PLATFORM THAT IS SUPPORTED BY A PILING UNDER-STRUCTURE.  THERE IS
 SC2294'ALSO A SMALL WHITE HEXAGONAL HOUSE AND A BELL ON THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2784 ***********************************************************************
 SC2784  DESIGNATION -  CHINOOK DIKE NAV LIGHT 7
 SC2784  PID         -  SC2784
 SC2784  STATE/COUNTY-  WA/PACIFIC
 SC2784  USGS QUAD   -  CHINOOK (1984)
 SC2784
 SC2784                         *CURRENT SURVEY CONTROL
 SC2784  ___________________________________________________________________
 SC2784* NAD 83(1991)-  46 14 59.26677(N)    123 57 11.90304(W)     ADJUSTED  
 SC2784* NAVD 88     -         8.     (meters)      26.     (feet)  VERTCON   
 SC2784  ___________________________________________________________________
 SC2784  LAPLACE CORR-          16.27  (seconds)                    DEFLEC99
 SC2784  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SC2784
 SC2784  HORZ ORDER  -  THIRD
 SC2784
 SC2784.The horizontal coordinates were established by classical geodetic methods
 SC2784.and adjusted by the National Geodetic Survey in December 1991..
 SC2784
 SC2784.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2784
 SC2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2784
 SC2784.The geoid height was determined by GEOID03.
 SC2784
 SC2784;                    North         East     Units Scale Factor Converg.
 SC2784;SPC WA S     -   107,692.467   233,805.096   MT  0.99993163   -2 30 30.5
 SC2784;SPC WA S     -   353,321.04    767,075.55   sFT  0.99993163   -2 30 30.5
 SC2784;SPC OR N     -   292,752.336 2,233,763.437   MT  1.00007316   -2 26 56.5
 SC2784;SPC OR N     -   960,473.54  7,328,620.20   iFT  1.00007316   -2 26 56.5
 SC2784;UTM  10      - 5,122,243.802   426,516.306   MT  0.99966638   -0 41 19.2
 SC2784
 SC2784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2784!SPC WA S     -   1.00000256  x   0.99993163  =   0.99993419
 SC2784!SPC OR N     -   1.00000256  x   1.00007316  =   1.00007572
 SC2784!UTM  10      -   1.00000256  x   0.99966638  =   0.99966894
 SC2784
 SC2784                          SUPERSEDED SURVEY CONTROL
 SC2784
 SC2784  NAD 83(1991)-  46 14 59.26672(N)    123 57 11.90303(W) AD(       ) 4
 SC2784  NAD 83(1986)-  46 14 59.27911(N)    123 57 11.88253(W) AD(       ) 4
 SC2784  NGVD 29 (01/10/91)    7.     (m)           23.     (f) VERT ANG       
 SC2784
 SC2784.Superseded values are not recommended for survey control.
 SC2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2784.See file dsdata.txt to determine how the superseded data were derived.
 SC2784
 SC2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2651622244(NAD 83)
 SC2784_MARKER: 14 = NAVIGATION LIGHT
 SC2784_MARK LOGO: MGSINC
 SC2784
 SC2784  HISTORY     - Date     Condition        Report By
 SC2784  HISTORY     - 1988     FIRST OBSERVED   MGSINC
 SC2784
 SC2784                          STATION DESCRIPTION
 SC2784
 SC2784'DESCRIBED BY MINISTER AND GLAESER 1988
 SC2784'THE STATION, CHINOOK DIKE LIGHT 7, IS LOCATED IN THE COLUMBIA RIVER
 SC2784'(RIVER MILE 6.4) ABOUT 1.1 MILES DOWNRIVER FROM FORT COLUMBIA
 SC2784'STATE PARK, NEAR THE END OF A PILE DIKE ALONG THE NORTH BANK
 SC2784'OF THE RIVER.  HE STATION IS THE APEX OF AN OMNIDIRECTIONAL
 SC2784'NAVIGATION LIGHT ON TOP OF A WOODEN 4 PILE DOLPHIN STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2291 ***********************************************************************
 SC2291  DESIGNATION -  CHINOOK RESET
 SC2291  PID         -  SC2291
 SC2291  STATE/COUNTY-  WA/PACIFIC
 SC2291  USGS QUAD   -  CHINOOK (1984)
 SC2291
 SC2291                         *CURRENT SURVEY CONTROL
 SC2291  ___________________________________________________________________
 SC2291* NAD 83(1991)-  46 18 13.88098(N)    123 58 30.01916(W)     ADJUSTED  
 SC2291* NAVD 88     -         6.87   (+/-2cm)      22.5    (feet)  VERTCON   
 SC2291  ___________________________________________________________________
 SC2291  LAPLACE CORR-          15.22  (seconds)                    DEFLEC99
 SC2291  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 SC2291
 SC2291  HORZ ORDER  -  FIRST
 SC2291  VERT ORDER  -  THIRD ? (See Below)
 SC2291
 SC2291.The horizontal coordinates were established by classical geodetic methods
 SC2291.and adjusted by the National Geodetic Survey in December 1991..
 SC2291
 SC2291.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2291.The vertical order pertains to the NGVD 29 superseded value.
 SC2291
 SC2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2291
 SC2291.The geoid height was determined by GEOID03.
 SC2291
 SC2291;                    North         East     Units Scale Factor Converg.
 SC2291;SPC WA S     -   113,768.748   232,398.166   MT  0.99992658   -2 31 27.2
 SC2291;SPC WA S     -   373,256.30    762,459.65   sFT  0.99992658   -2 31 27.2
 SC2291;SPC OR N     -   298,828.080 2,232,349.969   MT  1.00009153   -2 27 51.9
 SC2291;SPC OR N     -   980,407.09  7,323,982.84   iFT  1.00009153   -2 27 51.9
 SC2291;UTM  10      - 5,128,270.772   424,917.572   MT  0.99966930   -0 42 17.9
 SC2291
 SC2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2291!SPC WA S     -   1.00000268  x   0.99992658  =   0.99992926
 SC2291!SPC OR N     -   1.00000268  x   1.00009153  =   1.00009421
 SC2291!UTM  10      -   1.00000268  x   0.99966930  =   0.99967198
 SC2291
 SC2291|---------------------------------------------------------------------|
 SC2291| PID    Reference Object                     Distance      Geod. Az  |
 SC2291|                                                           dddmmss.s |
 SC2291| AH6919 CHINOOK RM 1                         17.540 METERS 00705     |
 SC2291| SC2142 CHINOOK DIKE LIGHT                  APPROX. 6.2 KM 1642431.2 |
 SC2291| SC2186 PT ADAMS CG STA CUPOLA              APPROX.11.8 KM 1691945.5 |
 SC2291| SC2256 SAND ISLAND WATER TANK              APPROX. 4.6 KM 1800053.1 |
 SC2291| SC2307 ENTRANCE REAR RANGE                 APPROX. 4.1 KM 1865439.1 |
 SC2291| SC2269 SAND ISLAND DIKE MIDDLE LIGHT       APPROX. 5.2 KM 1972250.9 |
 SC2291| SD0657 CLATSOP SPIT COAST GUARD LOT        APPROX. 9.1 KM 1985402.3 |
 SC2291| SC2266 ENTRANCE FRONT RANGE LIGHT          APPROX. 4.8 KM 2032458.8 |
 SC2291| SD0573 SAND ISLAND DIKE LOWER LIGHT        APPROX. 5.4 KM 2075008.7 |
 SC2291| SC2261 ILWACO CHANNEL BEACON 3             APPROX. 3.4 KM 2095853.3 |
 SC2291| SD0574 ILWACO DOCK LIGHT                   APPROX. 5.0 KM 2652401.2 |
 SC2291| SD0576 BLUFF 2                             APPROX. 4.4 KM 2750807.5 |
 SC2291| AH6920 CHINOOK RM 2                         22.999 METERS 29435     |
 SC2291| SC2312 CHINOOK AZ MK                       APPROX. 0.6 KM 3051508.9 |
 SC2291|---------------------------------------------------------------------|
 SC2291
 SC2291                          SUPERSEDED SURVEY CONTROL
 SC2291
 SC2291  NAD 83(1991)-  46 18 13.88086(N)    123 58 30.01914(W) AD(       ) 1
 SC2291  NAD 83(1986)-  46 18 13.88454(N)    123 58 29.99579(W) AD(       ) 1
 SC2291  NAD 27      -  46 18 14.52142(N)    123 58 25.44705(W) AD(       ) 1
 SC2291  NGVD 29 (07/19/86)    5.84   (m)           19.2    (f) LEVELING    3  
 SC2291
 SC2291.Superseded values are not recommended for survey control.
 SC2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2291.See file dsdata.txt to determine how the superseded data were derived.
 SC2291
 SC2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2491828271(NAD 83)
 SC2291_MARKER: DH = HORIZONTAL CONTROL DISK
 SC2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2291_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SC2291_STAMPING: CHINOOK 1935 1971
 SC2291_MARK LOGO: NGS   
 SC2291_PROJECTION: FLUSH
 SC2291_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2291+STABILITY: SURFACE MOTION
 SC2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC2291+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1983
 SC2291
 SC2291  HISTORY     - Date     Condition        Report By
 SC2291  HISTORY     - 1971     MONUMENTED       NGS
 SC2291  HISTORY     - 1977     GOOD             NGS
 SC2291  HISTORY     - 19830113 GOOD             NGS
 SC2291
 SC2291                          STATION DESCRIPTION
 SC2291
 SC2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SC2291'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  SUBSURFACE
 SC2291'STATION MARK WAS FOUND ABOUT 1 FOOT BELOW THE SURFACE.  SAND HAS
 SC2291'BEEN REMOVED FROM THE SIDE OF THE HUMP, AND THE SURFACE STATION
 SC2291'MARK WAS NOT FOUND.  R.M. 1 MEASURED ABOUT 11 MM SHORTER AND R.M. 2
 SC2291'12 MM LONGER THAN PREVIOUSLY.  ANGLE BETWEEN THE MARKS WAS 1 FT - 28
 SC2291'IN SMALLER.  THE SUBSURFACE MARK WAS LOWERED TO 3.4 FEET BELOW THE
 SC2291'SURFACE AND A NEW SURFACE MARK SET.
 SC2291'
 SC2291'THE STATION IS ON THE NORTHEAST SHORE OF BAKER BAY, 2.5 MILES
 SC2291'NORTHWEST OF CHINOOK, ON THE ROUNDED POINT ON THE NORTH SIDE OF THE
 SC2291'CHINOOK RIVER, IN SECTION 36, T 10 N, R 11 W, AND ON PROPERTY OWNED
 SC2291'BY BILL WINEBURG.
 SC2291'
 SC2291'TO REACH FROM THE POST OFFICE IN CHINOOK, GO NORTHERLY ON U.S.
 SC2291'HIGHWAY 101 FOR 2.4 MILES TO A ROAD LEFT AT THE NORTH END OF THE
 SC2291'BRIDGE OVER THE CHINOOK RIVER, TURN LEFT AND GO WESTERLY ON
 SC2291'SPRINGTOWN ROAD FOR 0.35 MILE TO A GROUP OF FIR TREES ON A 4-FOOT
 SC2291'HUMP ABOUT 20 YARDS SOUTHWEST OF THE ROAD AND THE STATION, 12 FEET
 SC2291'WEST OF THE LARGEST TREE.
 SC2291'
 SC2291'THE STATION MARK, STAMPED CHINOOK 1935 1971, IS A STANDARD USC AND GS
 SC2291'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 SC2291'ABOUT 40 FEET NORTHEAST OF THE BANK AT THE HIGH WATER LINE, IN A
 SC2291'SHALLOW SAND PIT, 3 FEET WEST OF THE 2-FOOT BANK AT THE EAST EDGE
 SC2291'OF THE PIT, 1.5 FEET WEST OF A METAL WITNESS POST AND ABOUT LEVEL
 SC2291'WITH REFERENCE MARK NO. 2.
 SC2291'
 SC2291'REFERENCE MARK NO. 1, STAMPED CHINOOK NO 1 1935, IS A STANDARD DISK
 SC2291'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND, 64 FEET
 SC2291'SOUTHEAST OF A POWER POLE, 26 FEET SOUTHWEST OF THE CENTER OF THE
 SC2291'BLACKTOP ROAD AND 8.5 FEET WEST OF A PROJECTED FENCE LINE WHICH RUNS
 SC2291'NORTH FROM THE ROAD.
 SC2291'
 SC2291'REFERENCE MARK NO. 2, STAMPED CHINOOK NO 2 1935, IS A STANDARD DISK
 SC2291'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 69.5
 SC2291'FEET SOUTH-SOUTHWEST OF THE POWER POLE, 31 FEET NORTHEAST OF THE
 SC2291'BANK AT THE HIGH WATER LINE AND ON THE HIGHEST PART OF A SLIGHT
 SC2291'RISE.
 SC2291'
 SC2291'THE AZIMUTH MARK, STAMPED CHINOOK 1935 1971, IS A STANDARD USC AND GS
 SC2291'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE, ABOUT
 SC2291'100 YARDS SOUTHWEST OF THE ROAD, ON THE TIDE FLATS IN FRONT OF MR.
 SC2291'KARYS HOUSE, 27 YARDS SOUTHEAST OF THE PROJECTED SOUTHEAST SIDE OF
 SC2291'THIS 2-STORY, BROWN HOUSE, 99 FEET SOUTH OF A CLUSTER OF 2- 2X2 AND
 SC2291'2- 2X4 STAKES, 66.6 FEET EAST OF A SECOND CLUSTER OF STAKES WHICH
 SC2291'PROJECTS ABOUT 18 INCHES, 1.5 FEET EAST OF A METAL WITNESS POST AND
 SC2291'BETWEEN TWO 1/2 INCH GALVANIZED RODS WHICH PROJECT 6 INCHES.
 SC2291'
 SC2291'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON THE
 SC2291'ROAD FOR 0.35 MILE TO THE DRIVEWAY INTO MR. ALBERT KARYS HOUSE ON THE
 SC2291'RIGHT AND THE MARK ON THE LEFT.
 SC2291'
 SC2291'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2-1/2 MILES
 SC2291'NORTHWEST OF CHINOOK.
 SC2291
 SC2291                          STATION RECOVERY (1977)
 SC2291
 SC2291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SC2291'THE STATION AND REFERENCE MARKS NO.1 AND NO. 2 WERE RECOVERED IN
 SC2291'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT LOOKED FOR.  THE 1971
 SC2291'RECOVERY NOTE BY L.F.S. IS ACCURATE AND COMPLETE.
 SC2291'
 SC2291'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2-1/2 MILES
 SC2291'NORTHWEST OF CHINOOK.
 SC2291
 SC2291                          STATION RECOVERY (1983)
 SC2291
 SC2291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAW)
 SC2291'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHWEST OF CHINOOK, ON A
 SC2291'ROUNDED POINT ON THE NORTH SIDE OF THE CHINOOK RIVER, ON THE NORTH
 SC2291'SHORE LINE OF BAKER BAY AND IN SECTION 36, T10N, R11W. TO REACH FROM
 SC2291'THE POST OFFICE IN CHINOOK, GO NORTH ON US HIGHWAY 101 FOR 3.86 KM
 SC2291'(2.40 MI) TO A SIDE ROAD LEFT AT THE NORTH END OF THE BRIDGE OVER THE
 SC2291'CHINOOK RIVER.  TURN LEFT AND GO WEST ON THE SURFACED ROAD FOR 0.56 KM
 SC2291'(0.35 MI) TO THE STATION ON THE LEFT. THE MARK IS SET IN THE TOP OF A
 SC2291'ROUND CONCRETE MONUMENT THAT IS 0.25 M (0.82 FT) IN DIAMETER AND IS
 SC2291'FLUSH WITH THE GROUND SURFACE.  IT IS 22.987 M (75.417 FT)
 SC2291'EAST-SOUTHEAST OF REFERENCE MARK 2, 17.545 M (57.562 FT) SOUTH OF
 SC2291'REFERENCE MARK 2, 3.7 M (12.1 FT) WEST OF A 0.61 M (2.00 FT) FIR TREE
 SC2291'AND 0.6 M (2.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1744 ***********************************************************************
 SY1744  DESIGNATION -  CHIP
 SY1744  PID         -  SY1744
 SY1744  STATE/COUNTY-  WA/MASON
 SY1744  USGS QUAD   -  SHELTON (1981)
 SY1744
 SY1744                         *CURRENT SURVEY CONTROL
 SY1744  ___________________________________________________________________
 SY1744* NAD 83(1991)-  47 12 26.73423(N)    123 03 46.37969(W)     ADJUSTED  
 SY1744* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY1744  ___________________________________________________________________
 SY1744  LAPLACE CORR-          -7.82  (seconds)                    DEFLEC99
 SY1744  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SY1744
 SY1744  HORZ ORDER  -  THIRD
 SY1744
 SY1744.The horizontal coordinates were established by classical geodetic methods
 SY1744.and adjusted by the National Geodetic Survey in December 1991..
 SY1744
 SY1744.The orthometric height was scaled from a topographic map.
 SY1744
 SY1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1744
 SY1744.The geoid height was determined by GEOID03.
 SY1744
 SY1744;                    North         East     Units Scale Factor Converg.
 SY1744;SPC WA S     -   211,466.418   305,872.301   MT  0.99997363   -1 51 42.0
 SY1744;SPC WA S     -   693,786.07  1,003,516.04   sFT  0.99997363   -1 51 42.0
 SY1744;UTM  10      - 5,228,216.966   495,237.799   MT  0.99960028   -0 02 46.1
 SY1744
 SY1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1744!SPC WA S     -   1.00000291  x   0.99997363  =   0.99997654
 SY1744!UTM  10      -   1.00000291  x   0.99960028  =   0.99960319
 SY1744
 SY1744|---------------------------------------------------------------------|
 SY1744| PID    Reference Object                     Distance      Geod. Az  |
 SY1744|                                                           dddmmss.s |
 SY1744| DD9533 CHIP RM 1                             4.771 METERS 06708     |
 SY1744| DD9534 CHIP RM 2                            16.000 METERS 14114     |
 SY1744| SY1754 CALK                                251.830 METERS 15812     |
 SY1744| SY1739 TIME                                APPROX. 0.5 KM 2080241.9 |
 SY1744|---------------------------------------------------------------------|
 SY1744
 SY1744                          SUPERSEDED SURVEY CONTROL
 SY1744
 SY1744  NAD 83(1986)-  47 12 26.73341(N)    123 03 46.38746(W) AD(       ) 3
 SY1744  NAD 27      -  47 12 27.38900(N)    123 03 41.85500(W) AD(       ) 3
 SY1744
 SY1744.Superseded values are not recommended for survey control.
 SY1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1744.See file dsdata.txt to determine how the superseded data were derived.
 SY1744
 SY1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9523828217(NAD 83)
 SY1744_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1744
 SY1744  HISTORY     - Date     Condition        Report By
 SY1744  HISTORY     - 1936     MONUMENTED       CGS
 SY1744  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1744  HISTORY     - 19960320 MARK NOT FOUND   USPSQD
 SY1744
 SY1744                          STATION DESCRIPTION
 SY1744
 SY1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1744'THE STATION IS LOCATED ON THE N SIDE OF THE INLET ABOUT 1/8 MILE
 SY1744'NW OF MILLER POINT.  IT IS 18 FEET OUTSIDE OF THE HIGH-WATER LINE
 SY1744'AND COVERS ABOUT 3 FEET AT HIGH TIDE.  TOP OF THE MARK IS LEVEL
 SY1744'WITH THE SURFACE.
 SY1744'
 SY1744'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY1744'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY1744'
 SY1744'REFERENCE MARK NO.1 IS SET DIRECTLY INSHORE FROM THE STATION
 SY1744'AND ABOUT 4 FEET FROM THE HIGH-WATER LINE.  IT COVERS ABOUT 1
 SY1744'FOOT AT HIGH WATER AND PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE.
 SY1744'
 SY1744'REFERENCE MARK NO.2 IS SET SE OF THE STATION AT THE HIGH-WATER
 SY1744'LINE.  IT IS ABOUT 4 FEET FROM THE FOOT OF THE SMALL BLUFF.  IT
 SY1744'PROJECTS 4 INCHES.
 SY1744
 SY1744                          STATION RECOVERY (1967)
 SY1744
 SY1744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1744'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE TOP OF
 SY1744'THE CONCRETE MONUMENT HOLDING THE STATION HAS EITHER BROKEN OFF OR
 SY1744'ERODED AWAY.  THE DISK WAS NOT FOUND.  THE UNDERGROUND MARK WAS
 SY1744'NOT SEARCHED FOR BUT PRESUMED TO BE STILL IN PLACE.
 SY1744'
 SY1744'THE STATION SITE IS ON THE BEACH OF THE SHORECREST BEACH AND
 SY1744'PLAYGROUND, 98.0 FEET SOUTH OF THE NORTHEAST END OF THE CONCRETE
 SY1744'PART OF A BOATRAMP AND 21 FEET EAST OF A LARGE MANAZNITA TREE.
 SY1744'
 SY1744'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 1 1936, SET IN THE
 SY1744'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.  IT
 SY1744'IS ABOUT 90 FEET SOUTH OF THE NORTHEAST CORNER OF A CONCRETE BOAT
 SY1744'RAMP, 4 FEET WEST OF AN 8 FOOT HIGH BANK AT THE HIGH WATER LINE.
 SY1744'
 SY1744'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 2 1936, SET IN TOP
 SY1744'OF 10 INCH SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES.  IT IS
 SY1744'11 FEET WEST OF A 7 FOOT HIGH BANK.
 SY1744
 SY1744                          STATION RECOVERY (1996)
 SY1744
 SY1744'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1931 ***********************************************************************
 TR1931  DESIGNATION -  CHIPS 1939
 TR1931  PID         -  TR1931
 TR1931  STATE/COUNTY-  WA/SKAGIT
 TR1931  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1931
 TR1931                         *CURRENT SURVEY CONTROL
 TR1931  ___________________________________________________________________
 TR1931* NAD 83(1991)-  48 31 42.46546(N)    122 32 58.90954(W)     ADJUSTED  
 TR1931* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1931  ___________________________________________________________________
 TR1931  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 TR1931  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 TR1931
 TR1931  HORZ ORDER  -  THIRD
 TR1931
 TR1931.The horizontal coordinates were established by classical geodetic methods
 TR1931.and adjusted by the National Geodetic Survey in December 1991..
 TR1931
 TR1931.The orthometric height was scaled from a topographic map.
 TR1931
 TR1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1931
 TR1931.The geoid height was determined by GEOID03.
 TR1931
 TR1931;                    North         East     Units Scale Factor Converg.
 TR1931;SPC WA N     -   171,355.207   373,243.899   MT  0.99996792   -1 16 40.3
 TR1931;SPC WA N     -   562,187.87  1,224,551.03   sFT  0.99996792   -1 16 40.3
 TR1931;UTM  10      - 5,375,137.255   533,246.040   MT  0.99961358   +0 20 14.7
 TR1931
 TR1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1931!SPC WA N     -   1.00000294  x   0.99996792  =   0.99997086
 TR1931!UTM  10      -   1.00000294  x   0.99961358  =   0.99961652
 TR1931
 TR1931                          SUPERSEDED SURVEY CONTROL
 TR1931
 TR1931  NAD 83(1986)-  48 31 42.46961(N)    122 32 58.91562(W) AD(       ) 3
 TR1931  NAD 27      -  48 31 43.09300(N)    122 32 54.31300(W) AD(       ) 3
 TR1931
 TR1931.Superseded values are not recommended for survey control.
 TR1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1931.See file dsdata.txt to determine how the superseded data were derived.
 TR1931
 TR1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3324675137(NAD 83)
 TR1931_MARKER: DS = TRIANGULATION STATION DISK
 TR1931_SETTING: 66 = SET IN ROCK OUTCROP
 TR1931_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 TR1931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR1931+STABILITY: POSITION/ELEVATION WELL
 TR1931
 TR1931  HISTORY     - Date     Condition        Report By
 TR1931  HISTORY     - 1939     MONUMENTED       CGS
 TR1931  HISTORY     - 1953     GOOD             CGS
 TR1931  HISTORY     - 1955     GOOD             CGS
 TR1931
 TR1931                          STATION DESCRIPTION
 TR1931
 TR1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1931'ON THE NE END OF HAT ISLAND, ABOUT 3 METERS NE OF TREE LINE, ON
 TR1931'THE NE END OF A ROCKY LEDGE PROJECTING FROM THE MAIN PART OF THE
 TR1931'ISLAND, ABOUT 10 FEET VERTICALLY ABOVE HIGH WATER, A STANDARD
 TR1931'HYDROGRAPHIC DISK CEMENTED INTO A DRILL HOLE IN BEDROCK.
 TR1931'
 TR1931'FROM THE STATION THE W TANGENT OF SADDLEBAG ISLAND AND THE TANGENT OF
 TR1931'GUEMES ISLAND AT BOAT HARBOR ARE IN RANGE.  THE SOUTHERN TANGENT OF
 TR1931'GUEMES ISLAND AND A LARGE DETACHED ROCK ABOUT 15 METERS W OF
 TR1931'STATION ARE IN RANGE.
 TR1931
 TR1931                          STATION RECOVERY (1953)
 TR1931
 TR1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1931'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1939.  A COMPLETE
 TR1931'DESCRIPTION FOLLOWS--
 TR1931'
 TR1931'ON THE NORTHEAST END OF HAT ISLAND, AT THE ONLY POINT ON THE ISLAND
 TR1931'WHERE THE WESTERLY TANGENT OF SADDLEBAG ISLAND IS ON RANGE WITH A
 TR1931'HIGH ROCKY BLUFF IMMEDIATELY NORTHWEST OF BOAT HARBOR ON GUEMES
 TR1931'ISLAND, ABOUT 3 METERS NORTHEAST OF THE TREE LINE, ON THE EXTREME
 TR1931'NORTHEAST CORNER OF THE MOST NORTHERLY OF 2 ROCK FINGERS PROJECTING
 TR1931'OUT FROM SHORE, AND ABOUT 5 FEET ABOVE THE MEAN HIGH WATER LINE.  THE
 TR1931'STATION IS A STANDARD HYDROGRAPHIC DISK, SET IN A DRILL HOLE FLUSH
 TR1931'WITH THE SURFACE AND STAMPED CHIPS 1939.
 TR1931
 TR1931                          STATION RECOVERY (1955)
 TR1931
 TR1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1931'STATION RECOVERED IN GOOD CONDITION.  1939 DESCRIPTION IS ADEQUATE
 TR1931'WITH THE ADDITION OF THE STAMPING ON THE MARK AS FOLLOWS--
 TR1931'
 TR1931'ON THE NE END OF HAT ISLAND, ABOUT 3 METERS NE OF TREE LINE, ON
 TR1931'THE NE END OF A ROCKY LEDGE PROJECTING FROM THE MAIN PART OF THE
 TR1931'ISLAND, ABOUT 10 FEET VERTICALLY ABOVE HIGH WATER, A STANDARD
 TR1931'HYDROGRAPHIC DISK, STAMPED CHIPS 1939, CEMENTED INTO A DRILL HOLE IN
 TR1931'BEDROCK.
 TR1931'
 TR1931'FROM THE STATION THE W TANGENT OF SADDLEBAG ISLAND AND THE TANGENT OF
 TR1931'GUEMES ISLAND AT BOAT HARBOR ARE IN RANGE.  THE SOUTHERN TANGENT OF
 TR1931'GUEMES ISLAND AND A LARGE DETACHED ROCK ABOUT 15 METERS W OF
 TR1931'STATION ARE IN RANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0183 ***********************************************************************
 SX0183  DESIGNATION -  CHIS SQUARE 15
 SX0183  PID         -  SX0183
 SX0183  STATE/COUNTY-  WA/CHELAN
 SX0183  USGS QUAD   -  MALAGA (1975)
 SX0183
 SX0183                         *CURRENT SURVEY CONTROL
 SX0183  ___________________________________________________________________
 SX0183* NAD 83(1986)-  47 16 00.     (N)    120 10 55.     (W)     SCALED    
 SX0183* NAVD 88     -       660.680  (meters)    2167.58   (feet)  ADJUSTED  
 SX0183  ___________________________________________________________________
 SX0183  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SX0183  DYNAMIC HT  -         660.687 (meters)    2167.60  (feet)  COMP
 SX0183  MODELED GRAV-     980,601.7   (mgal)                       NAVD 88
 SX0183
 SX0183  VERT ORDER  -  SECOND    CLASS 0
 SX0183
 SX0183.The horizontal coordinates were scaled from a topographic map and have
 SX0183.an estimated accuracy of +/- 6 seconds.
 SX0183
 SX0183.The orthometric height was determined by differential leveling
 SX0183.and adjusted by the National Geodetic Survey in June 1991..
 SX0183
 SX0183.The geoid height was determined by GEOID03.
 SX0183
 SX0183.The dynamic height is computed by dividing the NAVD 88
 SX0183.geopotential number by the normal gravity value computed on the
 SX0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0183.degrees latitude (g = 980.6199 gals.).
 SX0183
 SX0183.The modeled gravity was interpolated from observed gravity values.
 SX0183
 SX0183;                    North         East    Units  Estimated Accuracy
 SX0183;SPC WA N     -    29,860.      549,300.      MT  (+/- 180 meters Scaled)
 SX0183
 SX0183                          SUPERSEDED SURVEY CONTROL
 SX0183
 SX0183  NGVD 29 (??/??/92)  659.545  (m)         2163.86   (f) ADJ UNCH    2 0
 SX0183
 SX0183.Superseded values are not recommended for survey control.
 SX0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0183.See file dsdata.txt to determine how the superseded data were derived.
 SX0183
 SX0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT131386(NAD 83)
 SX0183_MARKER: DB = BENCH MARK DISK
 SX0183_SETTING: 80 = SET IN A BOULDER
 SX0183_SP_SET: BOULDER
 SX0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0183+STABILITY: SURFACE MOTION
 SX0183
 SX0183  HISTORY     - Date     Condition        Report By
 SX0183  HISTORY     - UNK      MONUMENTED       CGS
 SX0183  HISTORY     - 1936     GOOD             NGS
 SX0183
 SX0183                          STATION DESCRIPTION
 SX0183
 SX0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SX0183'8.7 MI SW FROM ROCK ISLAND.
 SX0183'IN CHELAN COUNTY, 8.7 MILES SOUTHWEST ALONG THE COLOCKUM PASS ROAD
 SX0183'FROM THE SOUTHEAST END OF ROCK ISLAND DAM NEAR ROCK ISLAND, DOUGLAS
 SX0183'COUNTY, 0.8 MILE SOUTH OF COLOCKUM SCHOOL, 0.3 MILE NORTH OF THE CYCLE
 SX0183'GOODWIN FARMHOUSE, 27 YARDS SOUTH OF A SHARP CURVE IN THE ROAD, 69
 SX0183'FEET SOUTH OF THE NORTHEAST CORNER OF A FENCE, ON THE NORTHEAST SLOPE
 SX0183'OF A HILL, 1.4 FEET WEST OF A 2.5 BY 3-FOOT ROCK CAIRN, 1.2 FEET EAST
 SX0183'OF THE NORTH-AND-SOUTH FENCE LINE, AND ON THE TOP OF THE WEST SIDE OF
 SX0183'A SLOPING 2-FOOT BOULDER WITH THE LETTERS BM CHISELED IN ITS EASTERN
 SX0183'FACE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0323 ***********************************************************************
 SC0323  DESIGNATION -  CHISEL CROSS 1
 SC0323  PID         -  SC0323
 SC0323  STATE/COUNTY-  WA/WAHKIAKUM
 SC0323  USGS QUAD   -  CATHLAMET (1985)
 SC0323
 SC0323                         *CURRENT SURVEY CONTROL
 SC0323  ___________________________________________________________________
 SC0323* NAD 83(1986)-  46 11 56.     (N)    123 23 04.     (W)     SCALED    
 SC0323* NAVD 88     -        14.001  (meters)      45.93   (feet)  ADJUSTED  
 SC0323  ___________________________________________________________________
 SC0323  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SC0323  DYNAMIC HT  -          14.003 (meters)      45.94  (feet)  COMP
 SC0323  MODELED GRAV-     980,755.8   (mgal)                       NAVD 88
 SC0323
 SC0323  VERT ORDER  -  FIRST     CLASS II
 SC0323
 SC0323.The horizontal coordinates were scaled from a topographic map and have
 SC0323.an estimated accuracy of +/- 6 seconds.
 SC0323
 SC0323.The orthometric height was determined by differential leveling
 SC0323.and adjusted by the National Geodetic Survey in June 1991..
 SC0323
 SC0323.The geoid height was determined by GEOID03.
 SC0323
 SC0323.The dynamic height is computed by dividing the NAVD 88
 SC0323.geopotential number by the normal gravity value computed on the
 SC0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0323.degrees latitude (g = 980.6199 gals.).
 SC0323
 SC0323.The modeled gravity was interpolated from observed gravity values.
 SC0323
 SC0323;                    North         East    Units  Estimated Accuracy
 SC0323;SPC WA S     -   100,280.      277,430.      MT  (+/- 180 meters Scaled)
 SC0323
 SC0323                          SUPERSEDED SURVEY CONTROL
 SC0323
 SC0323  NGVD 29 (??/??/92)   13.062  (m)           42.85   (f) ADJ UNCH    1 2
 SC0323
 SC0323.Superseded values are not recommended for survey control.
 SC0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0323.See file dsdata.txt to determine how the superseded data were derived.
 SC0323
 SC0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS703162(NAD 83)
 SC0323_MARKER: X = CHISELED CROSS
 SC0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0323+STABILITY: SURFACE MOTION
 SC0323
 SC0323  HISTORY     - Date     Condition        Report By
 SC0323  HISTORY     - UNK      MONUMENTED       DOD
 SC0323  HISTORY     - 1936     GOOD             NGS
 SC0323  HISTORY     - 1941     GOOD             NGS
 SC0323  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 SC0323
 SC0323                          STATION DESCRIPTION
 SC0323
 SC0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SC0323'IN CATHLAMET.
 SC0323'10.5 FT. SOUTH OF WEST CORNER OF STANDARD OIL COMPANY PLANT.  4.2 FT.
 SC0323'SOUTHWEST OF SOUTHWEST WALL OF STANDARD OIL COMPANY WHOLESALE PLANT. A
 SC0323'CHISELED CROSS IN TOP OF STONE POST USED AS A CENTER DOOR STOP FOR
 SC0323'DOUBLE TRUCK ENTRANCE DOORS TO STANDARD OIL COMPANY WHOLESALE PLANT.
 SC0323
 SC0323                          STATION RECOVERY (1941)
 SC0323
 SC0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 SC0323'RECOVERED IN GOOD CONDITION.
 SC0323
 SC0323                          STATION RECOVERY (2001)
 SC0323
 SC0323'RECOVERY NOTE BY US POWER SQUADRON 2001 (JG)
 SC0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0005 ***********************************************************************
 SA0005  DESIGNATION -  CHISELED CROSS
 SA0005  PID         -  SA0005
 SA0005  STATE/COUNTY-  WA/WHITMAN
 SA0005  USGS QUAD   -  STARBUCK EAST (1981)
 SA0005
 SA0005                         *CURRENT SURVEY CONTROL
 SA0005  ___________________________________________________________________
 SA0005* NAD 83(1986)-  46 34 36.     (N)    118 05 25.     (W)     SCALED    
 SA0005* NAVD 88     -       168.679  (meters)     553.41   (feet)  ADJUSTED  
 SA0005  ___________________________________________________________________
 SA0005  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 SA0005  DYNAMIC HT  -         168.680 (meters)     553.41  (feet)  COMP
 SA0005  MODELED GRAV-     980,618.9   (mgal)                       NAVD 88
 SA0005
 SA0005  VERT ORDER  -  SECOND    CLASS 0
 SA0005
 SA0005.The horizontal coordinates were scaled from a topographic map and have
 SA0005.an estimated accuracy of +/- 6 seconds.
 SA0005
 SA0005.The orthometric height was determined by differential leveling
 SA0005.and adjusted by the National Geodetic Survey in June 1991..
 SA0005
 SA0005.The geoid height was determined by GEOID03.
 SA0005
 SA0005.The dynamic height is computed by dividing the NAVD 88
 SA0005.geopotential number by the normal gravity value computed on the
 SA0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0005.degrees latitude (g = 980.6199 gals.).
 SA0005
 SA0005.The modeled gravity was interpolated from observed gravity values.
 SA0005
 SA0005;                    North         East    Units  Estimated Accuracy
 SA0005;SPC WA S     -   141,020.      684,670.      MT  (+/- 180 meters Scaled)
 SA0005
 SA0005                          SUPERSEDED SURVEY CONTROL
 SA0005
 SA0005  NGVD 29 (??/??/92)  167.729  (m)          550.29   (f) ADJ UNCH    2 0
 SA0005
 SA0005.Superseded values are not recommended for survey control.
 SA0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0005.See file dsdata.txt to determine how the superseded data were derived.
 SA0005
 SA0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM164587(NAD 83)
 SA0005_MARKER: X = CHISELED CROSS
 SA0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0005_SP_SET: ABUTMENT
 SA0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0005
 SA0005  HISTORY     - Date     Condition        Report By
 SA0005  HISTORY     - UNK      MONUMENTED       RBNF
 SA0005  HISTORY     - 1968     GOOD             NGS
 SA0005
 SA0005                          STATION DESCRIPTION
 SA0005
 SA0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0005'IN RIPARIA.
 SA0005'AT RIPARIA, ON TOP OF THE NORTH, STONE ABUTMENT OF THE OLD UNION
 SA0005'PACIFIC RAILROAD BRIDGE OVER THE SNAKE RIVER, 12 FEET WEST OF THE
 SA0005'CENTERLINE OF THE TRACK AND 1 FOOT FROM THE SOUTHWEST CORNER OF THE
 SA0005'ABUTMENT.  THE BRIDGE WILL PROBABLY BE REMOVED IN THE NEAR FUTURE DUE
 SA0005'TO THE FLOODING OF THE RIVER BY THE LOWER MONUMENTAL DAM.  A CHISELED
 SA0005'CROSS WITH THE LETTERING USBM CHISELED IN EACH QUADRANT OF THE CROSS.
 SA0005'CHISELING=USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0325 ***********************************************************************
 SC0325  DESIGNATION -  CHISELED CROSS 2
 SC0325  PID         -  SC0325
 SC0325  STATE/COUNTY-  WA/WAHKIAKUM
 SC0325  USGS QUAD   -  CATHLAMET (1985)
 SC0325
 SC0325                         *CURRENT SURVEY CONTROL
 SC0325  ___________________________________________________________________
 SC0325* NAD 83(1986)-  46 11 58.     (N)    123 23 03.     (W)     SCALED    
 SC0325* NAVD 88     -        13.933  (meters)      45.71   (feet)  ADJUSTED  
 SC0325  ___________________________________________________________________
 SC0325  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SC0325  DYNAMIC HT  -          13.935 (meters)      45.72  (feet)  COMP
 SC0325  MODELED GRAV-     980,755.9   (mgal)                       NAVD 88
 SC0325
 SC0325  VERT ORDER  -  FIRST     CLASS II
 SC0325
 SC0325.The horizontal coordinates were scaled from a topographic map and have
 SC0325.an estimated accuracy of +/- 6 seconds.
 SC0325
 SC0325.The orthometric height was determined by differential leveling
 SC0325.and adjusted by the National Geodetic Survey in June 1991..
 SC0325
 SC0325.The geoid height was determined by GEOID03.
 SC0325
 SC0325.The dynamic height is computed by dividing the NAVD 88
 SC0325.geopotential number by the normal gravity value computed on the
 SC0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0325.degrees latitude (g = 980.6199 gals.).
 SC0325
 SC0325.The modeled gravity was interpolated from observed gravity values.
 SC0325
 SC0325;                    North         East    Units  Estimated Accuracy
 SC0325;SPC WA S     -   100,340.      277,450.      MT  (+/- 180 meters Scaled)
 SC0325
 SC0325                          SUPERSEDED SURVEY CONTROL
 SC0325
 SC0325  NGVD 29 (??/??/92)   12.994  (m)           42.63   (f) ADJ UNCH    1 2
 SC0325
 SC0325.Superseded values are not recommended for survey control.
 SC0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0325.See file dsdata.txt to determine how the superseded data were derived.
 SC0325
 SC0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS703162(NAD 83)
 SC0325_MARKER: X = CHISELED CROSS
 SC0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0325_SP_SET: FOUNDATION
 SC0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0325
 SC0325  HISTORY     - Date     Condition        Report By
 SC0325  HISTORY     - UNK      MONUMENTED       DOD
 SC0325  HISTORY     - 1936     GOOD             NGS
 SC0325  HISTORY     - 1950     GOOD             NGS
 SC0325  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 SC0325
 SC0325                          STATION DESCRIPTION
 SC0325
 SC0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SC0325'IN CATHLAMET.
 SC0325'60 FT. NORTHWEST OF SOUTH CORNER OF STANDARD OIL COMPANY WHOLESALE
 SC0325'PLANT.  9 FT. SOUTHEAST OF SOUTHEAST EDGE OF TRUCK ENTRANCE DOORS TO
 SC0325'STANDARD OIL COMPANY WHOLESALE PLANT.  A CHISELED CROSS IN TOP OF
 SC0325'FIRST CONCRETE FOUNDATION BLOCK SOUTHEAST OF TRUCK ENTRANCE DOORS TO
 SC0325'PLANT.  NOTE-- BM UNUSABLE, BECAUSE A WOODEN BLOCK IS HIDING IT.
 SC0325
 SC0325                          STATION RECOVERY (1950)
 SC0325
 SC0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 SC0325'RECOVERED IN GOOD CONDITION.
 SC0325
 SC0325                          STATION RECOVERY (2001)
 SC0325
 SC0325'RECOVERY NOTE BY US POWER SQUADRON 2001 (JG)
 SC0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0946 ***********************************************************************
 SV0946  DESIGNATION -  CHISELED SQUARE
 SV0946  PID         -  SV0946
 SV0946  STATE/COUNTY-  WA/SPOKANE
 SV0946  USGS QUAD   -  REARDAN WEST (1973)
 SV0946
 SV0946                         *CURRENT SURVEY CONTROL
 SV0946  ___________________________________________________________________
 SV0946* NAD 83(1986)-  47 40 15.     (N)    117 54 19.     (W)     SCALED    
 SV0946* NAVD 88     -       749.825  (meters)    2460.05   (feet)  ADJUSTED  
 SV0946  ___________________________________________________________________
 SV0946  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 SV0946  DYNAMIC HT  -         749.852 (meters)    2460.14  (feet)  COMP
 SV0946  MODELED GRAV-     980,622.9   (mgal)                       NAVD 88
 SV0946
 SV0946  VERT ORDER  -  SECOND    CLASS 0
 SV0946
 SV0946.The horizontal coordinates were scaled from a topographic map and have
 SV0946.an estimated accuracy of +/- 6 seconds.
 SV0946
 SV0946.The orthometric height was determined by differential leveling
 SV0946.and adjusted by the National Geodetic Survey in June 1991..
 SV0946
 SV0946.The geoid height was determined by GEOID03.
 SV0946
 SV0946.The dynamic height is computed by dividing the NAVD 88
 SV0946.geopotential number by the normal gravity value computed on the
 SV0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0946.degrees latitude (g = 980.6199 gals.).
 SV0946
 SV0946.The modeled gravity was interpolated from observed gravity values.
 SV0946
 SV0946;                    North         East    Units  Estimated Accuracy
 SV0946;SPC WA N     -    78,770.      719,830.      MT  (+/- 180 meters Scaled)
 SV0946
 SV0946                          SUPERSEDED SURVEY CONTROL
 SV0946
 SV0946  NGVD 29 (??/??/92)  748.620  (m)         2456.10   (f) ADJ UNCH    2 0
 SV0946
 SV0946.Superseded values are not recommended for survey control.
 SV0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0946.See file dsdata.txt to determine how the superseded data were derived.
 SV0946
 SV0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN320801(NAD 83)
 SV0946_MARKER: Q = CHISELED SQUARE
 SV0946_SETTING: 66 = SET IN ROCK OUTCROP
 SV0946_SP_SET: ROCK OUTCROP
 SV0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0946+STABILITY: POSITION/ELEVATION WELL
 SV0946
 SV0946  HISTORY     - Date     Condition        Report By
 SV0946  HISTORY     - UNK      MONUMENTED       USGS
 SV0946  HISTORY     - 1960     GOOD             NGS
 SV0946  HISTORY     - 1966     MARK NOT FOUND   NGS
 SV0946
 SV0946                          STATION DESCRIPTION
 SV0946
 SV0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SV0946'1.2 MI W FROM REARDAN.
 SV0946'1.2 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SV0946'REARDAN, 17 1/2 RAILS EAST OF THE MILE POST 28, 12 1/2 RAILS WEST OF A
 SV0946'ROAD CROSSING, 6 FEET SOUTH OF THE SOUTH RAIL ON A LAVA OUTCROP.
 SV0946
 SV0946                          STATION RECOVERY (1966)
 SV0946
 SV0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SV0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0748 ***********************************************************************
 SY0748  DESIGNATION -  CHISELED SQUARE
 SY0748  PID         -  SY0748
 SY0748  STATE/COUNTY-  WA/PIERCE
 SY0748  USGS QUAD   -  STEILACOOM (1994)
 SY0748
 SY0748                         *CURRENT SURVEY CONTROL
 SY0748  ___________________________________________________________________
 SY0748* NAD 83(1986)-  47 08 55.     (N)    122 37 14.     (W)     SCALED    
 SY0748* NAVD 88     -         5.297  (meters)      17.38   (feet)  ADJUSTED  
 SY0748  ___________________________________________________________________
 SY0748  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 SY0748  DYNAMIC HT  -           5.298 (meters)      17.38  (feet)  COMP
 SY0748  MODELED GRAV-     980,749.4   (mgal)                       NAVD 88
 SY0748
 SY0748  VERT ORDER  -  FIRST     CLASS II
 SY0748
 SY0748.The horizontal coordinates were scaled from a topographic map and have
 SY0748.an estimated accuracy of +/- 6 seconds.
 SY0748
 SY0748.The orthometric height was determined by differential leveling
 SY0748.and adjusted by the National Geodetic Survey in June 1991..
 SY0748
 SY0748.The geoid height was determined by GEOID03.
 SY0748
 SY0748.The dynamic height is computed by dividing the NAVD 88
 SY0748.geopotential number by the normal gravity value computed on the
 SY0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0748.degrees latitude (g = 980.6199 gals.).
 SY0748
 SY0748.The modeled gravity was interpolated from observed gravity values.
 SY0748
 SY0748;                    North         East    Units  Estimated Accuracy
 SY0748;SPC WA S     -   203,940.      339,190.      MT  (+/- 180 meters Scaled)
 SY0748
 SY0748                          SUPERSEDED SURVEY CONTROL
 SY0748
 SY0748  NGVD 29 (??/??/??)    4.252  (m)           13.95   (f) ADJUSTED    1 2
 SY0748
 SY0748.Superseded values are not recommended for survey control.
 SY0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0748.See file dsdata.txt to determine how the superseded data were derived.
 SY0748
 SY0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET287217(NAD 83)
 SY0748_MARKER: Q = CHISELED SQUARE
 SY0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0748_SP_SET: BASE
 SY0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0748
 SY0748  HISTORY     - Date     Condition        Report By
 SY0748  HISTORY     - UNK      MONUMENTED       RBNF
 SY0748  HISTORY     - 1934     GOOD             CGS
 SY0748  HISTORY     - 1973     MARK NOT FOUND   NGS
 SY0748
 SY0748                          STATION DESCRIPTION
 SY0748
 SY0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SY0748'IN KETRON.
 SY0748'ALONG THE RIGHT OF WAY OF THE NORTHERN PACIFIC RAILROAD, 60 YARDS
 SY0748'SOUTHWEST OF STATION AT KETRON, 6 FEET WEST OF WEST MAIN OR SOUTHBOUND
 SY0748'TRACK, SET IN CONCRETE BASE TO MOST SOUTHERLY WATER SPOUT. NOTE-- 2.0
 SY0748'MILES SOUTH OF STATION AT STEILACOOM.
 SY0748
 SY0748                          STATION RECOVERY (1973)
 SY0748
 SY0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0006 ***********************************************************************
 SA0006  DESIGNATION -  CHISELED TRIANGLE
 SA0006  PID         -  SA0006
 SA0006  STATE/COUNTY-  WA/WHITMAN
 SA0006  USGS QUAD   -  STARBUCK EAST (1981)
 SA0006
 SA0006                         *CURRENT SURVEY CONTROL
 SA0006  ___________________________________________________________________
 SA0006* NAD 83(1986)-  46 34 36.     (N)    118 05 25.     (W)     SCALED    
 SA0006* NAVD 88     -       168.681  (meters)     553.41   (feet)  ADJUSTED  
 SA0006  ___________________________________________________________________
 SA0006  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 SA0006  DYNAMIC HT  -         168.682 (meters)     553.42  (feet)  COMP
 SA0006  MODELED GRAV-     980,618.9   (mgal)                       NAVD 88
 SA0006
 SA0006  VERT ORDER  -  SECOND    CLASS 0
 SA0006
 SA0006.The horizontal coordinates were scaled from a topographic map and have
 SA0006.an estimated accuracy of +/- 6 seconds.
 SA0006
 SA0006.The orthometric height was determined by differential leveling
 SA0006.and adjusted by the National Geodetic Survey in June 1991..
 SA0006
 SA0006.The geoid height was determined by GEOID03.
 SA0006
 SA0006.The dynamic height is computed by dividing the NAVD 88
 SA0006.geopotential number by the normal gravity value computed on the
 SA0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0006.degrees latitude (g = 980.6199 gals.).
 SA0006
 SA0006.The modeled gravity was interpolated from observed gravity values.
 SA0006
 SA0006;                    North         East    Units  Estimated Accuracy
 SA0006;SPC WA S     -   141,020.      684,670.      MT  (+/- 180 meters Scaled)
 SA0006
 SA0006                          SUPERSEDED SURVEY CONTROL
 SA0006
 SA0006  NGVD 29 (??/??/92)  167.727  (m)          550.28   (f) ADJ UNCH    2 0
 SA0006
 SA0006.Superseded values are not recommended for survey control.
 SA0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0006.See file dsdata.txt to determine how the superseded data were derived.
 SA0006
 SA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM164587(NAD 83)
 SA0006_MARKER: T = CHISELED TRIANGLE
 SA0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0006_SP_SET: ABUTMENT
 SA0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0006
 SA0006  HISTORY     - Date     Condition        Report By
 SA0006  HISTORY     - UNK      MONUMENTED       RBNF
 SA0006  HISTORY     - 1968     GOOD             NGS
 SA0006
 SA0006                          STATION DESCRIPTION
 SA0006
 SA0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0006'IN RIPARIA.
 SA0006'AT RIPARIA, ON TOP OF THE NORTH, STONE ABUTMENT OF THE OLD UNION
 SA0006'PACIFIC RAILROAD BRIDGE OVER THE SNAKE RIVER, 11 FEET EAST OF THE
 SA0006'CENTERLINE OF THE TRACKS AND 23 FEET EAST OF AND ACROSS THE TRACKS
 SA0006'FROM BENCH MARK CHISELED CROSS.  THE BRIDGE WILL BE REMOVED IN THE
 SA0006'NEAR FUTURE DUE TO THE FLOODING OF THE RIVER BY THE LOWER MONUMENTAL
 SA0006'DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0462 ***********************************************************************
 TQ0462  DESIGNATION -  CHIWAWA MTN
 TQ0462  PID         -  TQ0462
 TQ0462  STATE/COUNTY-  WA/SNOHOMISH
 TQ0462  USGS QUAD   -  SUIATTLE PASS (1988)
 TQ0462
 TQ0462                         *CURRENT SURVEY CONTROL
 TQ0462  ___________________________________________________________________
 TQ0462* NAD 83(1991)-  48 09 34.18100(N)    120 56 00.57022(W)     ADJUSTED  
 TQ0462* NAVD 88     -                                                        
 TQ0462  ___________________________________________________________________
 TQ0462  LAPLACE CORR-          11.66  (seconds)                    DEFLEC99
 TQ0462  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 TQ0462
 TQ0462  HORZ ORDER  -  THIRD
 TQ0462
 TQ0462.The horizontal coordinates were established by classical geodetic methods
 TQ0462.and adjusted by the National Geodetic Survey in December 1991..
 TQ0462
 TQ0462
 TQ0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0462
 TQ0462.The geoid height was determined by GEOID03.
 TQ0462
 TQ0462;                    North         East     Units Scale Factor Converg.
 TQ0462;SPC WA N     -   128,920.328   492,549.142   MT  0.99994252   -0 04 28.5
 TQ0462;SPC WA N     -   422,966.11  1,615,971.64   sFT  0.99994252   -0 04 28.5
 TQ0462;UTM  10      - 5,336,092.695   653,672.847   MT  0.99989017   +1 32 23.5
 TQ0462
 TQ0462                          SUPERSEDED SURVEY CONTROL
 TQ0462
 TQ0462  NAD 83(1986)-  48 09 34.18098(N)    120 56 00.56430(W) AD(       ) 4
 TQ0462  NAD 27      -  48 09 34.73500(N)    120 55 56.08900(W) AD(       ) 3
 TQ0462
 TQ0462.Superseded values are not recommended for survey control.
 TQ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0462.See file dsdata.txt to determine how the superseded data were derived.
 TQ0462
 TQ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU5367336093(NAD 83)
 TQ0462
 TQ0462  HISTORY     - Date     Condition        Report By
 TQ0462  HISTORY     - 1950     MONUMENTED       CGS
 TQ0462
 TQ0462                          STATION DESCRIPTION
 TQ0462
 TQ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TQ0462'THE STATION IS A HIGH, PROMINENT, ROCKY PEAK THAT IS LOCATED ALONG
 TQ0462'THE MAIN RANGE OF THE CASCADE MOUNTAINS.  IT IS ABOUT 46-1/2 MILES
 TQ0462'AIRLINE NORTHWEST OF ENTIAT, ABOUT 37-1/4 MILES AIRLINE NORTHEAST
 TQ0462'OF SKYKOMISH, AND ABOUT 31-1/2 MILES AIRLINE EAST-SOUTHEAST OF
 TQ0462'DARRINGTON.
 TQ0462'
 TQ0462'THE OBJECT INTERSECTED WAS THE CENTER OF THE HIGHEST POINT OF THE
 TQ0462'MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AF8886 ***********************************************************************
 AF8886  DESIGNATION -  CHK RM 1
 AF8886  PID         -  AF8886
 AF8886  STATE/COUNTY-  WA/CLALLAM
 AF8886  USGS QUAD   -  NEAH BAY (1984)
 AF8886
 AF8886                         *CURRENT SURVEY CONTROL
 AF8886  ___________________________________________________________________
 AF8886* NAD 83(1986)-  48 17 50.     (N)    124 37 34.     (W)     SCALED    
 AF8886* NAVD 88     -       479.328  (meters)    1572.60   (feet)  ADJUSTED  
 AF8886  ___________________________________________________________________
 AF8886  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 AF8886  DYNAMIC HT  -         479.469 (meters)    1573.06  (feet)  COMP
 AF8886  MODELED GRAV-     980,888.6   (mgal)                       NAVD 88
 AF8886
 AF8886  VERT ORDER  -  FIRST     CLASS II
 AF8886
 AF8886.The horizontal coordinates were scaled from a topographic map and have
 AF8886.an estimated accuracy of +/- 6 seconds.
 AF8886
 AF8886.The orthometric height was determined by differential leveling
 AF8886.and adjusted by the National Geodetic Survey in July 2002..
 AF8886
 AF8886.The geoid height was determined by GEOID03.
 AF8886
 AF8886.The dynamic height is computed by dividing the NAVD 88
 AF8886.geopotential number by the normal gravity value computed on the
 AF8886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8886.degrees latitude (g = 980.6199 gals.).
 AF8886
 AF8886.The modeled gravity was interpolated from observed gravity values.
 AF8886
 AF8886;                    North         East    Units  Estimated Accuracy
 AF8886;SPC WA N     -   151,160.      218,720.      MT  (+/- 180 meters Scaled)
 AF8886
 AF8886                          SUPERSEDED SURVEY CONTROL
 AF8886
 AF8886.No superseded survey control is available for this station.
 AF8886
 AF8886_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU794506(NAD 83)
 AF8886_MARKER: Z = SEE DESCRIPTION
 AF8886_SETTING: 66 = SET IN ROCK OUTCROP
 AF8886_MAGNETIC: I = MARKER IS A STEEL ROD
 AF8886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF8886+STABILITY: POSITION/ELEVATION WELL
 AF8886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8886+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1998
 AF8886
 AF8886  HISTORY     - Date     Condition        Report By
 AF8886  HISTORY     - UNK      MONUMENTED
 AF8886  HISTORY     - 19980701 GOOD             NGS
 AF8886
 AF8886                          STATION DESCRIPTION
 AF8886
 AF8886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AF8886'1.5 KM (0.95 MI) WESTERLY ALONG BAYVIEW AVENUE FROM THE POST OFFICE IN
 AF8886'NEAH BAY, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY ALONG FORT STREET,
 AF8886'THENCE 3.5 KM (2.15 MI) SOUTHERLY ALONG SEKIU RIVER ROAD, THENCE 4.2
 AF8886'KM (2.60 MI) SOUTHEASTERLY ALONG SPUR 4, THENCE 3.2 KM (2.00 MI)
 AF8886'SOUTHWESTERLY ALONG SPUR 4 E, THE DATUM POINT IS A STAINLESS STEEL ROD
 AF8886'CEMENTED IN A DRILL HOLE IN A 3 BY 4-FT AREA OF OUTCROPPING BEDROCK,
 AF8886'4.7 M (15.4 FT) SOUTH OF THE GPS ANTENNA, 3.8 M (12.5 FT) NORTHEAST OF
 AF8886'THE EXTENDED ROAD CENTER, 2.3 M (7.5 FT) ABOVE THE LEVEL OF THE ROAD,
 AF8886'AND 0.6 M (2.0 FT) WEST OF THE NORTHWEST CORNER OF THE MOST EASTERLY
 AF8886'OF 3 BUILDINGS.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE MAKAH
 AF8886'INDIAN TRIBE, TELEPHONE NUMBER (360) 645-3201.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AF8885 ***********************************************************************
 AF8885  DESIGNATION -  CHK RM 2
 AF8885  PID         -  AF8885
 AF8885  STATE/COUNTY-  WA/CLALLAM
 AF8885  USGS QUAD   -  NEAH BAY (1984)
 AF8885
 AF8885                         *CURRENT SURVEY CONTROL
 AF8885  ___________________________________________________________________
 AF8885* NAD 83(1986)-  48 17 51.     (N)    124 37 34.     (W)     SCALED    
 AF8885* NAVD 88     -       477.895  (meters)    1567.89   (feet)  ADJUSTED  
 AF8885  ___________________________________________________________________
 AF8885  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 AF8885  DYNAMIC HT  -         478.036 (meters)    1568.36  (feet)  COMP
 AF8885  MODELED GRAV-     980,888.7   (mgal)                       NAVD 88
 AF8885
 AF8885  VERT ORDER  -  FIRST     CLASS II
 AF8885
 AF8885.The horizontal coordinates were scaled from a topographic map and have
 AF8885.an estimated accuracy of +/- 6 seconds.
 AF8885
 AF8885.The orthometric height was determined by differential leveling
 AF8885.and adjusted by the National Geodetic Survey in July 2002..
 AF8885
 AF8885.The geoid height was determined by GEOID03.
 AF8885
 AF8885.The dynamic height is computed by dividing the NAVD 88
 AF8885.geopotential number by the normal gravity value computed on the
 AF8885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8885.degrees latitude (g = 980.6199 gals.).
 AF8885
 AF8885.The modeled gravity was interpolated from observed gravity values.
 AF8885
 AF8885;                    North         East    Units  Estimated Accuracy
 AF8885;SPC WA N     -   151,190.      218,720.      MT  (+/- 180 meters Scaled)
 AF8885
 AF8885                          SUPERSEDED SURVEY CONTROL
 AF8885
 AF8885.No superseded survey control is available for this station.
 AF8885
 AF8885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU794506(NAD 83)
 AF8885_MARKER: DR = REFERENCE MARK DISK
 AF8885_SETTING: 66 = SET IN ROCK OUTCROP
 AF8885_MARK LOGO: NGS   
 AF8885_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF8885+STABILITY: POSITION/ELEVATION WELL
 AF8885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8885+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1998
 AF8885
 AF8885  HISTORY     - Date     Condition        Report By
 AF8885  HISTORY     - UNK      MONUMENTED       NGS
 AF8885  HISTORY     - 19980701 GOOD             NGS
 AF8885
 AF8885                          STATION DESCRIPTION
 AF8885
 AF8885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AF8885'1.5 KM (0.95 MI) WESTERLY ALONG BAYVIEW AVENUE FROM THE POST OFFICE IN
 AF8885'NEAH BAY, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY ALONG FORT STREET,
 AF8885'THENCE 3.5 KM (2.15 MI) SOUTHERLY ALONG SEKIU RIVER ROAD, THENCE 4.2
 AF8885'KM (2.60 MI) SOUTHEASTERLY ALONG SPUR 4, THENCE 3.2 KM (2.00 MI)
 AF8885'SOUTHWESTERLY ALONG SPUR 4 E, IN A 8 BY 12-FT AREA OF OUTCROPPING
 AF8885'BEDROCK, 14.7 M (48.2 FT) WEST OF THE GPS ANTENNA, 5.8 M (19.0 FT)
 AF8885'SOUTHWEST OF THE EXTENDED ROAD CENTER, 3.6 M (11.8 FT) NORTH OF THE
 AF8885'CENTER OF A SEISMOGRAPH STATION, 2.3 M (7.5 FT) SOUTH OF THE EAST
 AF8885'CORNER OF A STORAGE CONTAINER, AND 1.7 M (5.6 FT) ABOVE THE LEVEL OF
 AF8885'THE ROAD.  NOTE--THE MARK IS ON PROPERTY OWNED BY THE MAKAH INDIAN
 AF8885'TRIBE, TELEPHONE NUMBER (360) 645-3201. NOTE--FOUND DISK UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AF8883 ***********************************************************************
 AF8883  DESIGNATION -  CHK RM 3
 AF8883  PID         -  AF8883
 AF8883  STATE/COUNTY-  WA/CLALLAM
 AF8883  USGS QUAD   -  MAKAH BAY (1984)
 AF8883
 AF8883                         *CURRENT SURVEY CONTROL
 AF8883  ___________________________________________________________________
 AF8883* NAD 83(1986)-  48 17 56.     (N)    124 37 35.     (W)     SCALED    
 AF8883* NAVD 88     -       491.355  (meters)    1612.05   (feet)  ADJUSTED  
 AF8883  ___________________________________________________________________
 AF8883  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 AF8883  DYNAMIC HT  -         491.500 (meters)    1612.53  (feet)  COMP
 AF8883  MODELED GRAV-     980,889.4   (mgal)                       NAVD 88
 AF8883
 AF8883  VERT ORDER  -  FIRST     CLASS II
 AF8883
 AF8883.The horizontal coordinates were scaled from a topographic map and have
 AF8883.an estimated accuracy of +/- 6 seconds.
 AF8883
 AF8883.The orthometric height was determined by differential leveling
 AF8883.and adjusted by the National Geodetic Survey in July 2002..
 AF8883
 AF8883.The geoid height was determined by GEOID03.
 AF8883
 AF8883.The dynamic height is computed by dividing the NAVD 88
 AF8883.geopotential number by the normal gravity value computed on the
 AF8883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8883.degrees latitude (g = 980.6199 gals.).
 AF8883
 AF8883.The modeled gravity was interpolated from observed gravity values.
 AF8883
 AF8883;                    North         East    Units  Estimated Accuracy
 AF8883;SPC WA N     -   151,350.      218,710.      MT  (+/- 180 meters Scaled)
 AF8883
 AF8883                          SUPERSEDED SURVEY CONTROL
 AF8883
 AF8883.No superseded survey control is available for this station.
 AF8883
 AF8883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU793508(NAD 83)
 AF8883_MARKER: Z = SEE DESCRIPTION
 AF8883_SETTING: 66 = SET IN ROCK OUTCROP
 AF8883_MAGNETIC: I = MARKER IS A STEEL ROD
 AF8883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF8883+STABILITY: POSITION/ELEVATION WELL
 AF8883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8883+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1998
 AF8883
 AF8883  HISTORY     - Date     Condition        Report By
 AF8883  HISTORY     - UNK      MONUMENTED
 AF8883  HISTORY     - 19980701 GOOD             NGS
 AF8883
 AF8883                          STATION DESCRIPTION
 AF8883
 AF8883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AF8883'1.5 KM (0.95 MI) WESTERLY ALONG BAYVIEW AVENUE FROM THE POST OFFICE IN
 AF8883'NEAH BAY, THENCE 4.1 KM (2.55 MI) SOUTHWESTERLY ALONG FORT STREET,
 AF8883'THENCE 3.5 KM (2.15 MI) SOUTHERLY ALONG SEKIU RIVER ROAD, THENCE 4.2
 AF8883'KM (2.60 MI) SOUTHEASTERLY ALONG SPUR 4, THENCE 3.1 KM (1.90 MI)
 AF8883'SOUTHWESTERLY ALONG SPUR 4 E, THE DATUM POINT IS A STAINLESS STEEL ROD
 AF8883'CEMENTED IN A DRILL HOLE IN A 3 BY 6-FT AREA OF OUTCROPPING BEDROCK,
 AF8883'33.0 M (108.3 FT) SOUTHEAST OF NEAH B, 20.0 M (65.6 FT) NORTH OF THE
 AF8883'NORTH END OF A GATE, 19.0 M (62.3 FT) ABOVE THE LEVEL OF THE ROAD, AND
 AF8883'17.0 M (55.8 FT) EAST OF THE CENTER OF A TRACK ROAD. NOTE--THE MARK IS
 AF8883'ON PROPERTY OWNED BY THE MAKAH INDIAN TRIBE, TELEPHONE NUMBER (360)
 AF8883'645-3201.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0752 ***********************************************************************
 SD0752  DESIGNATION -  CHOP 1953
 SD0752  PID         -  SD0752
 SD0752  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0752  USGS QUAD   -  MOCLIPS (1994)
 SD0752
 SD0752                         *CURRENT SURVEY CONTROL
 SD0752  ___________________________________________________________________
 SD0752* NAD 83(1991)-  47 14 11.86237(N)    124 12 12.08771(W)     ADJUSTED  
 SD0752* NAVD 88     -        15.9    (meters)      52.     (feet)  VERTCON   
 SD0752  ___________________________________________________________________
 SD0752  LAPLACE CORR-           8.72  (seconds)                    DEFLEC99
 SD0752  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SD0752
 SD0752  HORZ ORDER  -  THIRD
 SD0752
 SD0752.The horizontal coordinates were established by classical geodetic methods
 SD0752.and adjusted by the National Geodetic Survey in December 1991..
 SD0752
 SD0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0752
 SD0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0752
 SD0752.The geoid height was determined by GEOID03.
 SD0752
 SD0752;                    North         East     Units Scale Factor Converg.
 SD0752;SPC WA S     -   218,140.407   219,692.200   MT  0.99997931   -2 41 24.4
 SD0752;SPC WA S     -   715,682.32    720,773.49   sFT  0.99997931   -2 41 24.4
 SD0752;UTM  10      - 5,232,162.567   408,919.245   MT  0.99970195   -0 53 00.7
 SD0752
 SD0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0752!SPC WA S     -   1.00000133  x   0.99997931  =   0.99998064
 SD0752!UTM  10      -   1.00000133  x   0.99970195  =   0.99970328
 SD0752
 SD0752:                Primary Azimuth Mark                     Grid Az
 SD0752:SPC WA S     -  HACK 1953                                089 21 39.7
 SD0752:UTM  10      -  HACK 1953                                087 33 16.0
 SD0752
 SD0752|---------------------------------------------------------------------|
 SD0752| PID    Reference Object                     Distance      Geod. Az  |
 SD0752|                                                           dddmmss.s |
 SD0752| SD0755 HACK 1953                           APPROX. 0.8 KM 0864015.3 |
 SD0752| SD0759 TAA 13 1953                         292.521 METERS 08658     |
 SD0752| SD0751 TAA 12 1953                         102.956 METERS 28636     |
 SD0752|---------------------------------------------------------------------|
 SD0752
 SD0752                          SUPERSEDED SURVEY CONTROL
 SD0752
 SD0752  NAD 83(1986)-  47 14 11.85231(N)    124 12 12.09322(W) AD(       ) 3
 SD0752  NAD 27      -  47 14 12.54900(N)    124 12 07.44800(W) AD(       ) 3
 SD0752  NGVD 29 (07/19/86)   14.9    (m)           49.     (f) VERT ANG       
 SD0752
 SD0752.Superseded values are not recommended for survey control.
 SD0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0752.See file dsdata.txt to determine how the superseded data were derived.
 SD0752
 SD0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT0891932163(NAD 83)
 SD0752_MARKER: Z = SEE DESCRIPTION
 SD0752_SETTING: 0 = UNSPECIFIED SETTING
 SD0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0752
 SD0752  HISTORY     - Date     Condition        Report By
 SD0752  HISTORY     - 1953     MONUMENTED       CGS
 SD0752
 SD0752                          STATION DESCRIPTION
 SD0752
 SD0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SD0752'ABOUT 0.8 MILES EAST OF MOCLIPS DEPOT (ABANDONED) ALONG RAYONIER,
 SD0752'INC. LOGGING R.R. AT BEGINNING OF FIRST LONG STRAIGHT STRETCH OF
 SD0752'R.R. AND PARALLEL GRAVEL ROAD.  ABOUT 1250 FT. EAST ALONG TRACK
 SD0752'FROM EASTERLY END OF WOODEN COMBINATION R.R. TRESTLE AND ROAD.  7.6
 SD0752'FT. SOUTH OF CENTERLINE OF TRACK AND 27 FT. NORTH OF GRAVEL ROAD.
 SD0752'STATION IS A STANDARD TOPOGRAPHIC DISC STAMPED CHOP 1953 CEMENTED
 SD0752'IN TOP OF A 4 IN DIAMETER CONCRETE TILE PROJECTING ABOUT 4 IN ABOVE
 SD0752'GROUND.  CHOP 1953 IS PAINTED IN WHITE ON INSIDE OF RAIL OPPOSITE
 SD0752'STATION.
 SD0752'
 SD0752'R.M. 1 IS A ZINC STRIP MARKED CHOP RM 1 TACKED TO TRUNK OF 18 IN
 SD0752'SPRUCE ABOUT 4 FT. ABOVE GROUND ON THE SOUTHWEST SIDE OF GRAVEL
 SD0752'ROAD SOUTH OF R.R. TRACK.
 SD0752'
 SD0752'R.M. 2 IS A ZINC STRIP MARKED CHOP RM 2 TACKED TO A TREE TRUNK ABOUT
 SD0752'6 FT. ABOVE GROUND ON THE NORTHEAST SIDE OF THE R.R. TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1197 ***********************************************************************
 TP1197  DESIGNATION -  CHOPAKA
 TP1197  PID         -  TP1197
 TP1197  STATE/COUNTY-  WA/OKANOGAN
 TP1197  USGS QUAD   -  HURLEY PEAK (1981)
 TP1197
 TP1197                         *CURRENT SURVEY CONTROL
 TP1197  ___________________________________________________________________
 TP1197* NAD 83(1991)-  48 57 26.67803(N)    119 47 05.31290(W)     ADJUSTED  
 TP1197* NAVD 88     -      2403.91   (+/-2cm)    7886.8    (feet)  VERTCON   
 TP1197  ___________________________________________________________________
 TP1197  LAPLACE CORR-         -20.19  (seconds)                    DEFLEC99
 TP1197  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 TP1197
 TP1197  HORZ ORDER  -  FIRST
 TP1197  VERT ORDER  -  THIRD ? (See Below)
 TP1197
 TP1197.The horizontal coordinates were established by classical geodetic methods
 TP1197.and adjusted by the National Geodetic Survey in December 1991..
 TP1197
 TP1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1197.The vertical order pertains to the NGVD 29 superseded value.
 TP1197
 TP1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1197
 TP1197.The geoid height was determined by GEOID03.
 TP1197
 TP1197;                    North         East     Units Scale Factor Converg.
 TP1197;SPC WA N     -   218,166.006   576,789.243   MT  1.00004987   +0 46 50.3
 TP1197;SPC WA N     -   715,766.30  1,892,349.37   sFT  1.00004987   +0 46 50.3
 TP1197;UTM  11      - 5,426,459.114   296,149.399   MT  1.00011053   -2 06 03.9
 TP1197
 TP1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1197!SPC WA N     -   0.99962606  x   1.00004987  =   0.99967591
 TP1197!UTM  11      -   0.99962606  x   1.00011053  =   0.99973655
 TP1197
 TP1197|---------------------------------------------------------------------|
 TP1197| PID    Reference Object                     Distance      Geod. Az  |
 TP1197|                                                           dddmmss.s |
 TP1197| TP1198 CHOPAKA CD US                         3.900 METERS 07931     |
 TP1197| CF1219 CHOPAKA RM                            8.870 METERS 18254     |
 TP1197| TP1361 LONG                                APPROX.13.8 KM 2122942.4 |
 TP1197|---------------------------------------------------------------------|
 TP1197
 TP1197                          SUPERSEDED SURVEY CONTROL
 TP1197
 TP1197  NAD 83(1986)-  48 57 26.67847(N)    119 47 05.31263(W) AD(       ) 1
 TP1197  NAD 27      -  48 57 27.02353(N)    119 47 01.08752(W) AD(       ) 1
 TP1197  NGVD 29 (07/19/86) 2402.43   (m)         7882.0    (f) LEVELING    3  
 TP1197
 TP1197.Superseded values are not recommended for survey control.
 TP1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1197.See file dsdata.txt to determine how the superseded data were derived.
 TP1197
 TP1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ9614926459(NAD 83)
 TP1197_MARKER: DS = TRIANGULATION STATION DISK
 TP1197_SETTING: 66 = SET IN ROCK OUTCROP
 TP1197_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TP1197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1197+STABILITY: POSITION/ELEVATION WELL
 TP1197
 TP1197  HISTORY     - Date     Condition        Report By
 TP1197  HISTORY     - 1925     MONUMENTED       CGS
 TP1197  HISTORY     - 1956     GOOD             USGS
 TP1197
 TP1197                          STATION DESCRIPTION
 TP1197
 TP1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TP1197'ON THE HIGHEST PEAK OF THE BIG CHOPAKA MOUNTAIN, ABOUT 2-1/2 MILES
 TP1197'SOUTH OF THE INTERNATIONAL BOUNDARY, AND ABOUT 3-1/2 MILES WEST OF THE
 TP1197'SIMILKAMEEN RIVER.  THIS PEAK IS ABOUT 2 MILES NORTHWEST OF THE PEAK
 TP1197'THAT IS LOCALLY KNOWN AS CHOPOKA MOUNTAIN.  THE STATION IS ON THE BALD
 TP1197'AND ROCKY SUMMIT.  IT HAS HERETOFORE BEEN APPROACHED FROM LOOMIS,
 TP1197'WASHINGTON, WHICH IS ABOUT 1.5 MILES BY ROAD AND TRAIL TO THE
 TP1197'SOUTHEAST OF THE STATION.
 TP1197'
 TP1197'IN 1925 THE U.S. COAST AND
 TP1197'GEODETIC SURVEY ESTABLISHED A FIRST - ORDER TRIANGULATION STATION ON
 TP1197'THE SAME PEAK 3.89 METERS, IN BEARING 79 DEGREES 34, MINUTES FROM THE
 TP1197'THE ORIGINAL STATION MARK.  THEIR STATION MARK IS A STANDARD USC AND
 TP1197'GS BRONZE - DISK STATION MARK WEDGED IN A DRILL HOLE IN OUTCROPPING
 TP1197'BEDROCK.  A STANDARD USC AND GS BRONZE - DISK REFERENCE MARK WITH THE
 TP1197'ARROW POINTING TOWARD THE STATION IS WEDGED IN A DRILL HOLE IN
 TP1197'OUTCROPPING BEDROCK 8.87 METERS FROM THE USC AND GS STATION IN BEARING
 TP1197'2 DEGREES 51 MINUTES 30 SECONDS.
 TP1197
 TP1197                          STATION RECOVERY (1956)
 TP1197
 TP1197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TP1197'STATION RECOVERED IN GOOD CONDITION.
 TP1197'
 TP1197'TO REACH THE STATION FROM THE POST OFFICE IN LOOMIS, GO W ABOUT
 TP1197'250 FT. TO A ROAD FORK AND SIGN TOATS COULEE.  TAKE RIGHT FORK FOR
 TP1197'2.0 MI. TO A ROAD FORK AND SIGN TOATS COULEE.  TAKE LEFT FORK AND
 TP1197'FOLLOW A GRAVEL ROAD FOR 0.6 MI. TO A Y-ROAD AND SIGN SALMON
 TP1197'MEADOW ROAD.  TAKE RIGHT FORK FOR 0.5 MI. TO A ONE-WAY DIRT ROAD
 TP1197'LEADING UPHILL TO THE LEFT.  (FOUR-WHEEL DRIVE VEHICLE NECESSARY
 TP1197'FROM THIS POINT ON.) TAKE LEFT FORK AND CONTINUE ON THE
 TP1197'ONE-WAY JEEP ROAD FOR ABOUT 12 MI. TO A SADDLE TO THE SE OF JOE
 TP1197'MILLS MOUNTAIN.  TURN RIGHT AND GO OVER A SMALL HILL TO A
 TP1197'SADDLE JUST BELOW CHOPAKA MOUNTAIN AND END OF TRUCK TRAVEL.
 TP1197'PACK UPHILL TO THE TOP AND THE STATION.  ABOUT A 25-MINUTE
 TP1197'PACK.  A 3-HR. DRIVE BY JEEP FROM LOOMIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1198 ***********************************************************************
 TP1198  DESIGNATION -  CHOPAKA CD US
 TP1198  PID         -  TP1198
 TP1198  STATE/COUNTY-  WA/OKANOGAN
 TP1198  USGS QUAD   -  HURLEY PEAK (1981)
 TP1198
 TP1198                         *CURRENT SURVEY CONTROL
 TP1198  ___________________________________________________________________
 TP1198* NAD 83(1991)-  48 57 26.70099(N)    119 47 05.12436(W)     ADJUSTED  
 TP1198* NAVD 88     -      2404.     (meters)    7887.     (feet)  SCALED    
 TP1198  ___________________________________________________________________
 TP1198  LAPLACE CORR-         -20.22  (seconds)                    DEFLEC99
 TP1198  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 TP1198
 TP1198  HORZ ORDER  -  SECOND
 TP1198
 TP1198.The horizontal coordinates were established by classical geodetic methods
 TP1198.and adjusted by the National Geodetic Survey in December 1991..
 TP1198
 TP1198.The orthometric height was scaled from a topographic map.
 TP1198
 TP1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1198
 TP1198.The geoid height was determined by GEOID03.
 TP1198
 TP1198;                    North         East     Units Scale Factor Converg.
 TP1198;SPC WA N     -   218,166.768   576,793.069   MT  1.00004987   +0 46 50.5
 TP1198;SPC WA N     -   715,768.80  1,892,361.93   sFT  1.00004987   +0 46 50.5
 TP1198;UTM  11      - 5,426,459.682   296,153.258   MT  1.00011051   -2 06 03.8
 TP1198
 TP1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1198!SPC WA N     -   0.99962606  x   1.00004987  =   0.99967591
 TP1198!UTM  11      -   0.99962606  x   1.00011051  =   0.99973653
 TP1198
 TP1198|---------------------------------------------------------------------|
 TP1198| PID    Reference Object                     Distance      Geod. Az  |
 TP1198|                                                           dddmmss.s |
 TP1198| TP1197 CHOPAKA                               3.900 METERS 25931     |
 TP1198| TP1263 BOUNDARY MONUMENT 104 CD US         APPROX.12.1 KM 2925313.8 |
 TP1198|---------------------------------------------------------------------|
 TP1198
 TP1198                          SUPERSEDED SURVEY CONTROL
 TP1198
 TP1198  NAD 83(1986)-  48 57 26.70116(N)    119 47 05.12433(W) AD(       ) 2
 TP1198  NAD 27      -  48 57 27.15500(N)    119 47 00.82800(W) AD(       ) 2
 TP1198
 TP1198.Superseded values are not recommended for survey control.
 TP1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1198.See file dsdata.txt to determine how the superseded data were derived.
 TP1198
 TP1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ9615326460(NAD 83)
 TP1198_MARKER: A = ALUMINUM MARKER
 TP1198_SETTING: 66 = SET IN ROCK OUTCROP
 TP1198_SP_SET: SET IN ROCK OUTCROP
 TP1198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1198+STABILITY: POSITION/ELEVATION WELL
 TP1198
 TP1198  HISTORY     - Date     Condition        Report By
 TP1198  HISTORY     - 1904     MONUMENTED       IBC
 TP1198  HISTORY     - 1925     GOOD             IBC
 TP1198  HISTORY     - 1935     GOOD             IBC
 TP1198
 TP1198                          STATION DESCRIPTION
 TP1198
 TP1198'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1904 (ECB)
 TP1198'ON THE HIGHEST PEAK OF THE BIG CHOPAKA MOUNTAIN, ABOUT 2-1/2 MILES
 TP1198'SOUTH OF THE INTERNATIONAL BOUNDARY, AND ABOUT 3-1/2 MILES WEST OF THE
 TP1198'SIMILKAMEEN RIVER.  THIS PEAK IS ABOUT 2 MILES NORTHWEST OF THE PEAK
 TP1198'THAT IS LOCALLY KNOWN AS CHOPOKA MOUNTAIN.  THE STATION IS ON THE BALD
 TP1198'AND ROCKY SUMMIT.  IT HAS HERETOFORE BEEN APPROACHED FROM LOOMIS,
 TP1198'WASHINGTON, WHICH IS ABOUT 1.5 MILES BY ROAD AND TRAIL TO THE
 TP1198'SOUTHEAST OF THE STATION.
 TP1198'
 TP1198'STATION MARK--AN ALUMINUM DISK MARKED---U.S. AND C.B.---SET IN THE
 TP1198'SOLID ROCK WITH A CAIRN BUILT OVER IT.
 TP1198
 TP1198                          STATION RECOVERY (1925)
 TP1198
 TP1198'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1925
 TP1198'STATION MARK--AN ALUMINUM DISK MARKED U.S. AND C.B. SET IN SOLID
 TP1198'ROCK WITH A CAIRN BUILT OVER IT.
 TP1198'GEODETIC SURVEY ESTABLISHED A FIRST - ORDER TRIANGULATION STATION ON
 TP1198'THE SAME PEAK 3.89 METERS, IN BEARING 79 DEGREES 34, MINUTES FROM THE
 TP1198'THE ORIGINAL STATION MARK.  THEIR STATION MARK IS A STANDARD USC AND
 TP1198'GS BRONZE - DISK STATION MARK WEDGED IN A DRILL HOLE IN OUTCROPPING
 TP1198'BEDROCK.  A STANDARD USC AND GS BRONZE - DISK REFERENCE MARK WITH THE
 TP1198'ARROW POINTING TOWARD THE STATION IS WEDGED IN A DRILL HOLE IN
 TP1198'OUTCROPPING BEDROCK 8.87 METERS FROM THE USC AND GS STATION IN BEARING
 TP1198'2 DEGREES 51 MINUTES 30 SECONDS.
 TP1198
 TP1198                          STATION RECOVERY (1935)
 TP1198
 TP1198'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1935
 TP1198'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1717 ***********************************************************************
 SY1717  DESIGNATION -  CHREY
 SY1717  PID         -  SY1717
 SY1717  STATE/COUNTY-  WA/MASON
 SY1717  USGS QUAD   -  SHELTON (1981)
 SY1717
 SY1717                         *CURRENT SURVEY CONTROL
 SY1717  ___________________________________________________________________
 SY1717* NAD 83(1991)-  47 12 10.62186(N)    123 03 15.06661(W)     ADJUSTED  
 SY1717* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY1717  ___________________________________________________________________
 SY1717  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 SY1717  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 SY1717
 SY1717  HORZ ORDER  -  THIRD
 SY1717
 SY1717.The horizontal coordinates were established by classical geodetic methods
 SY1717.and adjusted by the National Geodetic Survey in December 1991..
 SY1717
 SY1717.The orthometric height was scaled from a topographic map.
 SY1717
 SY1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1717
 SY1717.The geoid height was determined by GEOID03.
 SY1717
 SY1717;                    North         East     Units Scale Factor Converg.
 SY1717;SPC WA S     -   210,947.741   306,514.804   MT  0.99997278   -1 51 19.3
 SY1717;SPC WA S     -   692,084.38  1,005,623.99   sFT  0.99997278   -1 51 19.3
 SY1717;UTM  10      - 5,227,719.090   495,896.166   MT  0.99960021   -0 02 23.1
 SY1717
 SY1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1717!SPC WA S     -   1.00000276  x   0.99997278  =   0.99997554
 SY1717!UTM  10      -   1.00000276  x   0.99960021  =   0.99960297
 SY1717
 SY1717:                Primary Azimuth Mark                     Grid Az
 SY1717:SPC WA S     -  ASH                                      008 45 07.8
 SY1717:UTM  10      -  ASH                                      006 56 11.6
 SY1717
 SY1717|---------------------------------------------------------------------|
 SY1717| PID    Reference Object                     Distance      Geod. Az  |
 SY1717|                                                           dddmmss.s |
 SY1717| SY1718 ASH                                 416.509 METERS 0065348.5 |
 SY1717| DD9535 CHREY RM 1                           21.497 METERS 10358     |
 SY1717| DD9536 CHREY RM 2                           19.315 METERS 23714     |
 SY1717| SY1756 WALK                                489.306 METERS 2634804.2 |
 SY1717|---------------------------------------------------------------------|
 SY1717
 SY1717                          SUPERSEDED SURVEY CONTROL
 SY1717
 SY1717  NAD 83(1986)-  47 12 10.62086(N)    123 03 15.07423(W) AD(       ) 3
 SY1717  NAD 27      -  47 12 11.27500(N)    123 03 10.54400(W) AD(       ) 3
 SY1717
 SY1717.Superseded values are not recommended for survey control.
 SY1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1717.See file dsdata.txt to determine how the superseded data were derived.
 SY1717
 SY1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9589627719(NAD 83)
 SY1717_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1717
 SY1717  HISTORY     - Date     Condition        Report By
 SY1717  HISTORY     - 1936     MONUMENTED       CGS
 SY1717  HISTORY     - 1948     SEE DESCRIPTION  WADPL
 SY1717  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY1717  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1717  HISTORY     - 1975     POOR             USGS
 SY1717
 SY1717                          STATION DESCRIPTION
 SY1717
 SY1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1717'THE STATION IS LOCATED ON THE S SIDE OF THE INLET ABOUT 0.2 MILE E
 SY1717'OF WALKERS PARK.  THE STATION IS ABOUT 20 FEET OUTSIDE OF THE
 SY1717'HIGH-WATER LINE AND IS FLUSH WITH THE SURFACE.  THE STATION IS
 SY1717'LOCATED ON THE PROPERTY OF MR. CHREY.
 SY1717'
 SY1717'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY1717'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY1717'
 SY1717'REFERENCE MARK NO.1 IS SET E OF THE STATION ABOUT 3 FEET FROM
 SY1717'FOOT OF THE SMALL BLUFF AND PROJECTS 6 INCHES ABOVE THE SURFACE.
 SY1717'
 SY1717'REFERENCE MARK NO.2 IS SET SW OF THE STATION UNDER A SMALL DOCK
 SY1717'ON WHICH THERE IS A BUILDING.  IT IS ABOUT 20 FEET FROM THE
 SY1717'HIGH-WATER LINE AND 7 FEET W OF THE E SIDE OF THE DOCK.  IT IS
 SY1717'FLUSH WITH THE SURFACE.
 SY1717
 SY1717                          STATION RECOVERY (1948)
 SY1717
 SY1717'RECOVERY NOTE BY WA DEPT OF PUB LANDS 1948 (JWT)
 SY1717'STATION AND REFERENCE MARKS RECOVERED ON JULY 16, 1948, IN GOOD
 SY1717'CONDITION.  DISTANCE TO REFERENCE MARK 2 MEASURES 63.44 FEET AND
 SY1717'ANGLE BETWEEN REFERENCE MARKS MEASURES 133 DEG 11 MIN 30 SEC,
 SY1717'INSTEAD OF 19.315 METERS, (63.37 FEET) AND 132 DEG 16 MIN AS GIVEN
 SY1717'IN DESCRIPTION.
 SY1717
 SY1717                          STATION RECOVERY (1958)
 SY1717
 SY1717'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY1717'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 SY1717'
 SY1717'THE STATION IS 63 FT. E-NE OF THE NE CORNER OF A DOCK BUILDING,
 SY1717'IT IS 28 FT. N OF THE EDGE OF A BLUFF, AND IT IS 101 FT. W OF THE
 SY1717'ENTRANCE OF A SMALL STREAM ENTERING INLET.
 SY1717
 SY1717                          STATION RECOVERY (1967)
 SY1717
 SY1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1717'THE STATION WAS RECOVERED IN POOR CONDITION.  THE MARK WAS STILL
 SY1717'SOLID BUT THE CONCRETE MONUMENT HAS ERODED EXPOSING PART OF THE
 SY1717'SHANK OF THE DISK.  REFERENCE MARK 1 IS LOST.  IT IS UNDER A NEW
 SY1717'BULKHEAD.  REFERENCE MARK 2 WAS SEARCHED FOR BUT WAS NOT FOUND.
 SY1717'
 SY1717'THE STATION IS A STANDARD DISK, STAMPED CHREY 1936, SET IN
 SY1717'CONCRETE AND PROJECTS 3 INCHES.  IT IS 14.7 FEET NORTHWEST OF THE
 SY1717'NORTHWEST CORNER OF A WOODEN BULKHEAD.
 SY1717
 SY1717                          STATION RECOVERY (1975)
 SY1717
 SY1717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (TTS)
 SY1717'STATION FOUND WITH MARK INTACT, BUT PART OF THE CONCRETE POST ERODED
 SY1717'AWAY.  RMS NO. 1 AND NO. 2 WERE SEARCHED FOR, BUT NOT FOUND.
 SY1717'ADDITIONAL INFORMATION--25 FEET N. OF E. END OF CONCRETE BLOCK
 SY1717'RETAINING WALL AND 55 FEET NE. OF BOTTOM OF STEPS IS THE
 SY1717'RETAINING WALL TO A PRIVATE RESIDENCE
 SY1717'AND AT HIGHWATER LINE.
 SY1717'
 SY1717'DIRECTION AND DISTANCE LOCATED ON S. SIDE OF THE INLET, 0.2 MI. E. OF
 SY1717'WALKERS PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3846 ***********************************************************************
 SY3846  DESIGNATION -  CHRIS
 SY3846  PID         -  SY3846
 SY3846  STATE/COUNTY-  WA/KING
 SY3846  USGS QUAD   -  
 SY3846
 SY3846                         *CURRENT SURVEY CONTROL
 SY3846  ___________________________________________________________________
 SY3846* NAD 83(1991)-  47 43 21.99058(N)    122 15 41.61732(W)     ADJUSTED  
 SY3846* NAVD 88     -         6.1    (meters)      20.     (feet)  VERTCON   
 SY3846  ___________________________________________________________________
 SY3846  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 SY3846  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SY3846
 SY3846  HORZ ORDER  -  SECOND
 SY3846
 SY3846.The horizontal coordinates were established by classical geodetic methods
 SY3846.and adjusted by the National Geodetic Survey in December 1991..
 SY3846
 SY3846.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3846
 SY3846.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3846
 SY3846.The geoid height was determined by GEOID03.
 SY3846
 SY3846;                    North         East     Units Scale Factor Converg.
 SY3846;SPC WA N     -    81,353.692   392,858.102   MT  0.99996590   -1 03 48.0
 SY3846;SPC WA N     -   266,907.90  1,288,901.96   sFT  0.99996590   -1 03 48.0
 SY3846;UTM  10      - 5,285,752.633   555,378.597   MT  0.99963769   +0 32 47.0
 SY3846
 SY3846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3846!SPC WA N     -   1.00000275  x   0.99996590  =   0.99996865
 SY3846!UTM  10      -   1.00000275  x   0.99963769  =   0.99964044
 SY3846
 SY3846|---------------------------------------------------------------------|
 SY3846| PID    Reference Object                     Distance      Geod. Az  |
 SY3846|                                                           dddmmss.s |
 SY3846| CF7270 CHRIS RM 2                           16.687 METERS 05712     |
 SY3846| CF7269 CHRIS RM 1                           25.515 METERS 15131     |
 SY3846| SY3841 MONUMENT 26 USN 1945                APPROX. 3.8 KM 1833613.9 |
 SY3846|---------------------------------------------------------------------|
 SY3846
 SY3846                          SUPERSEDED SURVEY CONTROL
 SY3846
 SY3846  NAD 83(1986)-  47 43 21.98354(N)    122 15 41.62139(W) AD(       ) 2
 SY3846  NAD 27      -  47 43 22.63300(N)    122 15 37.17100(W) AD(       ) 2
 SY3846  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG       
 SY3846
 SY3846.Superseded values are not recommended for survey control.
 SY3846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3846.See file dsdata.txt to determine how the superseded data were derived.
 SY3846
 SY3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5537985753(NAD 83)
 SY3846_MARKER: Z = SEE DESCRIPTION
 SY3846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3846_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3846
 SY3846  HISTORY     - Date     Condition        Report By
 SY3846  HISTORY     - 1945     MONUMENTED       CGS
 SY3846  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY3846  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY3846  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SY3846  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY3846  HISTORY     - 1968     SEE DESCRIPTION  WA-033
 SY3846  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY3846  HISTORY     - 1981     GOOD             NOS
 SY3846  HISTORY     - 1983     GOOD             USPSQD
 SY3846
 SY3846                          STATION DESCRIPTION
 SY3846
 SY3846'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (SBG)
 SY3846'ON THE E SHORE OF LAKE WASHINGTON, ON THE EXTREME END OF THE FIRST
 SY3846'POINT N OF MANITOU POINT, 12 FEET BACK FROM AND 4 FEET ABOVE THE
 SY3846'LAKE LEVEL, AND ON LOT BELONGING TO MRS. CHRISTOPHER.  STATION IS
 SY3846'MARKED BY A BRONZE STATION DISK, STAMPED CHRIS 1945, SET IN TOP
 SY3846'OF A 12-INCH SQUARE CONCRETE MONUMENT, 2-1/2 FEET DEEP, AND ITS
 SY3846'TOP FLUSH WITH THE GROUND.
 SY3846'
 SY3846'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED NO 2 1945
 SY3846'CHRIS, AND SET IN A SIMILAR MONUMENT ON THE N PROPERTY LINE OF THE
 SY3846'SAME LOT.
 SY3846'
 SY3846'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED NO 1 CHRIS
 SY3846'1945, AND SET IN THE TOP OF A CONCRETE WALL OF A BARBEQUE PIT IN
 SY3846'THE YARD OF THE FIRST LOT TO THE S OF THE STATION.
 SY3846
 SY3846                          STATION RECOVERY (1951)
 SY3846
 SY3846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (MVJ)
 SY3846'STATION AND R.MS. RECOVERED.  STATION IN GOOD CONDITION.
 SY3846
 SY3846                          STATION RECOVERY (1953)
 SY3846
 SY3846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3846'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE MARKS ARE
 SY3846'STAMPED CHRIST INSTEAD OF CHRIS.  THE STATION IS ON THE THIRD LOT N
 SY3846'OF THE LOT ON WHICH STATION KANE IS LOCATED AND MAY BE BEST REACHED
 SY3846'FROM THE HOLMES POINT ROAD AT 62ND AVENUE NE OR TERRELL DRIVE.
 SY3846
 SY3846                          STATION RECOVERY (1957)
 SY3846
 SY3846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 SY3846'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 SY3846'AS DESCRIBED.  THE STATION IS NOW LOCATED ON THE PROPERTY OF
 SY3846'MR. A. CHRISTENSEN AT 13603 62ND AVENUE N.E. BEING APPROXIMATELY
 SY3846'0.1 MI. N OF THE INTERSECTION OF HOLMES POINT ROAD AND 62ND AVENUE
 SY3846'N.E.
 SY3846'
 SY3846'REFERENCE MARK 1 IS IN THE N EDGE OF A CONCRETE PATIO APPROXIMATELY
 SY3846'8 FT. W OF THE END OF A HIGH BRICK WALL WHICH PARTIALLY SURROUNDS
 SY3846'THE PATIO.  ITS BEARING AND DISTANCE IS CORRECT AS DESCRIBED.
 SY3846
 SY3846                          STATION RECOVERY (1962)
 SY3846
 SY3846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY3846'THE STATION WAS RECOVERED AS DESCRIBED.
 SY3846'
 SY3846'THERE HAS BEEN TWO SMALL BOAT RAMPS BUILT, ONE ON EACH SIDE OF THE
 SY3846'STATION.  THE STATION MARK IS 15.9 FEET WEST OF THE 2 1/2-INCH
 SY3846'PIPE AT THE HEAD OF THE SOUTHERN BOAT RAMP AND 11.3 FEET
 SY3846'WEST-SOUTHWEST OF THE PIPE AT THE HEAD OF THE NORTHERN BOAT RAMP.
 SY3846'
 SY3846'REFERENCE MARK NO. 1 IS 27.7 FEET NORTHWEST OF THE INSIDE,
 SY3846'SOUTHEAST CORNER OF THE BRICK WALL WHICH PARTIALLY SURROUNDS THE
 SY3846'PATIO AND 11.0 FEET EAST OF THE WEST EDGE OF THE PATIO.
 SY3846'
 SY3846'TO REACH FROM THE JUNCTION OF BOTHELL WAY AND JUANITA DR. IN
 SY3846'KENMORE, GO SOUTH ON JUANITA DR. FOR 2.1 MILES TO THE JUNCTION
 SY3846'OF HOLMES PT. DR., TURN RIGHT AND GO 1.0 MILE TO THE JUNCTION OF
 SY3846'HOLMES PT. DR., NE 135 ST. AND 62 AVE. NE, TURN RIGHT AND GO
 SY3846'NORTHERLY ON 62 AVE. NE FOR 0.1 MILE TO A GRAVEL SIDE ROAD LEFT,
 SY3846'TURN LEFT, GO 0.1 MILE TO THE HOUSE AT THE END OF THE GRAVEL
 SY3846'ROAD AND THE STATION NEAR THE LAKE WEST OF THE HOUSE.
 SY3846
 SY3846                          STATION RECOVERY (1968)
 SY3846
 SY3846'RECOVERY NOTE BY KING COUNTY WASHINGTON 1968
 SY3846'DESCRIPTION AND SKETCH--
 SY3846'
 SY3846'ON EAST SHORE OF LAKE WASHINGTON, ABOUT 2-1/2 MI. SOUTH OF NORTH
 SY3846'END OF LAKE, AT RESIDENCE OF MR. J. A. CHRISTENSEN AT 13607 - 62ND
 SY3846'AVE. N. E., 81 FEET NORTH OF NORTHWEST CORNER OF A CONCRETE PATIO
 SY3846'AT BULKHEAD ALONG LAKE SHORE (A WOOD PIER EXTENDS INTO THE LAKE
 SY3846'IN LINE WITH THE PATIO), 12 FEET EAST-NORTHEAST OF THE BULKHEAD,
 SY3846'30 1/2 FEET WEST-SOUTHWEST OF A CHERRY TREE, 33-1/2 FEET NORTHWEST
 SY3846'OF A CHERRY TREE, 11-1/2 FEET SOUTHWEST OF A VERTICAL 2-INCH IRON
 SY3846'PIPE.
 SY3846'
 SY3846'REFERENCE MARK NO. 1 IS SET IN OLD CONCRETE FOOTING ALONG NORTH
 SY3846'EDGE OF CONCRETE PATIO, 11 FEET EAST OF BULKHEAD, 7 FEET WEST OF
 SY3846'WEST END OF BRICK WALL PARTIALLY ENCLOSING THE PATIO.
 SY3846'
 SY3846'REFERENCE MARK NO. 2 IS JUST INSIDE THE NORTH PROPERTY LINE, 66
 SY3846'FEET EAST-NORTHEAST OF THE BULKHEAD, 47 FEET NORTHEAST OF A CHERRY
 SY3846'TREE, 24-1/2 FEET EAST OF A CHERRY TREE.
 SY3846'
 SY3846'REFERENCE MARKS ARE USC AND GS STANDARD REFERENCE MARK DISKS
 SY3846'STAMPED RM 1 CHRIST AND RM 2 CHRIST, RESPECTIVELY.
 SY3846'
 SY3846'NOTE THAT ALL DISKS ARE STAMPED CHRIST AND NOT CHRIS.
 SY3846'
 SY3846'TO REACH FROM INTERSECTION OF BOTHELL WAY AND 68TH
 SY3846'AVE. N. E. (JUANITA DR. AT KENMORE GO SOUTH ON 68TH AVE. N. E. AND
 SY3846'JUANITA DR. FOR ABOUT 2 MI. TO HOLMES POINT DR., THENCE RIGHT ON
 SY3846'HOLMES POINT DR. FOR ABOUT 1.0 MI. TO 62ND AVE. N. E., THENCE
 SY3846'RIGHT ON 62ND AVE. N. E. FOR ABOUT 0.1 MI. TO SECOND DRIVEWAY ON
 SY3846'LEFT.  ENTER CHRISTENSEN PROPERTY (MARKED BY SIGN) ON DRIVEWAY
 SY3846'AND PROCEED WESTERLY THROUGH YARD TO STATION NEAR LAKE SHORE.
 SY3846
 SY3846                          STATION RECOVERY (1971)
 SY3846
 SY3846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 SY3846'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 SY3846'BY KING COUNTY SURVEY IN 1968.  ON ALL MARKS THE LETTER T WAS
 SY3846'PEENED OUT OF THE WORD CHRIST AT THIS TIME.
 SY3846'
 SY3846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3846'2-1/2 MILES SOUTH OF KENMORE.
 SY3846
 SY3846                          STATION RECOVERY (1981)
 SY3846
 SY3846'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SY3846'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 SY3846
 SY3846                          STATION RECOVERY (1983)
 SY3846
 SY3846'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 SY3846'CHRIST 1945 RECOVERED GOOD.
 SY3846'
 SY3846'NO 1 CHRIS 1945 RECOVERED GOOD.
 SY3846'
 SY3846'NO 2 CHRIS 1945 RECOVERED GOOD.
 SY3846'
 SY3846'(NOTE STA. DID NOT HAVE LETTER T PEENED OUT AS INDICATED BY RBM
 SY3846'1971).
 SY3846'
 SY3846'ADDRESS IS 13605 62ND AVE NE.
 SY3846'
 SY3846'RECOVERED AS DESCRIBED RBM 1971.
 SY3846'
 SY3846'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MI SO. OF KENMORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3406 ***********************************************************************
 RD3406  DESIGNATION -  CHRISTENSEN
 RD3406  PID         -  RD3406
 RD3406  STATE/COUNTY-  WA/CLARK
 RD3406  USGS QUAD   -  VANCOUVER (1990)
 RD3406
 RD3406                         *CURRENT SURVEY CONTROL
 RD3406  ___________________________________________________________________
 RD3406* NAD 83(1991)-  45 43 59.01277(N)    122 38 34.99774(W)     ADJUSTED  
 RD3406* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 RD3406  ___________________________________________________________________
 RD3406  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 RD3406  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 RD3406
 RD3406  HORZ ORDER  -  FIRST
 RD3406
 RD3406.The horizontal coordinates were established by classical geodetic methods
 RD3406.and adjusted by the National Geodetic Survey in December 1991..
 RD3406
 RD3406.The orthometric height was scaled from a topographic map.
 RD3406
 RD3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3406
 RD3406.The geoid height was determined by GEOID03.
 RD3406
 RD3406;                    North         East     Units Scale Factor Converg.
 RD3406;SPC WA S     -    46,696.036   333,211.876   MT  1.00002424   -1 33 24.1
 RD3406;SPC WA S     -   153,201.91  1,093,212.63   sFT  1.00002424   -1 33 24.1
 RD3406;UTM  10      - 5,064,451.171   527,771.689   MT  0.99960948   +0 15 20.2
 RD3406
 RD3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3406!SPC WA S     -   0.99998237  x   1.00002424  =   1.00000661
 RD3406!UTM  10      -   0.99998237  x   0.99960948  =   0.99959186
 RD3406
 RD3406|---------------------------------------------------------------------|
 RD3406| PID    Reference Object                     Distance      Geod. Az  |
 RD3406|                                                           dddmmss.s |
 RD3406| CE2409 CHRISTENSEN RM 1                      8.707 METERS 00217     |
 RD3406| RD2783 BATTLE GROUND COLUMBIA ACAD TK      APPROX. 7.2 KM 0651846.5 |
 RD3406| RD3404 HIDDEN WATER TANK                   APPROX. 8.3 KM 1723930.4 |
 RD3406| RD3389 VANCOUVER HAZEL DELL TANK           APPROX. 7.0 KM 1895240.7 |
 RD3406| CE2410 CHRISTENSEN RM 2                      8.662 METERS 27124     |
 RD3406| RD3415 SHEA                                APPROX. 3.4 KM 2961245.1 |
 RD3406|---------------------------------------------------------------------|
 RD3406
 RD3406                          SUPERSEDED SURVEY CONTROL
 RD3406
 RD3406  NAD 83(1991)-  45 43 59.01278(N)    122 38 34.99775(W) AD(       ) 1
 RD3406  NAD 83(1986)-  45 43 59.03045(N)    122 38 34.99821(W) AD(       ) 1
 RD3406  NAD 27      -  45 43 59.61193(N)    122 38 30.64548(W) AD(       ) 1
 RD3406
 RD3406.Superseded values are not recommended for survey control.
 RD3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3406.See file dsdata.txt to determine how the superseded data were derived.
 RD3406
 RD3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2777264451(NAD 83)
 RD3406_MARKER: Z = SEE DESCRIPTION
 RD3406_SETTING: 0 = UNSPECIFIED SETTING
 RD3406
 RD3406  HISTORY     - Date     Condition        Report By
 RD3406  HISTORY     - 1962     MONUMENTED       CGS
 RD3406  HISTORY     - 20060628 MARK NOT FOUND   USPSQD
 RD3406
 RD3406                          STATION DESCRIPTION
 RD3406
 RD3406'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 RD3406'THE STATION IS 5-1/2 MILES WEST AND 3-1/2 MILES SOUTH OF BATTLE
 RD3406'GROUND ON PASTURE LAND OWNED BY MR. ERNEST CHRISTENSEN.
 RD3406'
 RD3406'TO REACH THE STATION FROM THE POST OFFICE IN BATTLE GROUND GO WEST ON
 RD3406'STATE HIGHWAY 1 S FOR 3.5 MILES TO DOLLAR CORNER, CONTINUE WEST ON
 RD3406'STATE HIGHWAY 1 S FOR 2.0 MILES TO NE 29TH AVENUE, TURN LEFT AND
 RD3406'GO SOUTH ON NE 29TH AVENUE FOR 3.25 MILES TO THE END OF THE POWER
 RD3406'LINE AT A SMALL GREEN BUILDING ON THE EAST SIDE OF THE ROAD.  FROM
 RD3406'HERE PACK SOUTHWEST ACROSS THE PASTURE FOR ABOUT 0.25 MILE TO THE
 RD3406'HIGHEST PART AND THE STATION.
 RD3406'
 RD3406'THE STATION MARK, STAMPED CHRISTENSEN 1961, IS A STANDARD DISK BRAZED
 RD3406'TO THE TOP OF A CASTIRON PIPE THAT IS THREE INCHES IN DIAMETER AND
 RD3406'IS SET FLUSH WITH THE GROUND.  IT IS 7.4 FEET SOUTHWEST OF THE
 RD3406'WITNESS POST.
 RD3406'
 RD3406'REFERENCE MARK NO. 1, STAMPED CHRISTENSEN NO 1 1961, IS A STANDARD
 RD3406'DISK BRAZED TO THE TOP OF A CASTIRON PIPE THAT IS 3 INCHES IN
 RD3406'DIAMETER AND IS SET FLUSH.  IT IS 23 FEET NORTH OF THE WITNESS POST.
 RD3406'
 RD3406'REFERENCE MARK NO. 2, STAMPED CHRISTENSEN NO 2 1961, IS A STANDARD
 RD3406'DISK BRAZED TO THE TOP OF A CASTIRON PIPE THAT IS 3 INCHES IN
 RD3406'DIAMETER AND IS SET FLUSH.  IT IS 25 FEET WEST OF THE WITNESS POST.
 RD3406'
 RD3406'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 40.6 FEET.
 RD3406'
 RD3406'TRIANGULATION STATION SHEA MAY BE USED FOR THE AZIMUTH MARK.  SEE
 RD3406'DESCRIPTION THEREOF.
 RD3406'
 RD3406'NOTE--THE STATION WAS MARKED IN 1961 AND WAS OCCUPIED IN 1962.
 RD3406
 RD3406                          STATION RECOVERY (2006)
 RD3406
 RD3406'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 RD3406'THIS AREA IS NOW NEW HOMES. THE STATION SHOULD BE CONSIDERED DESTROYED
 RD3406' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3405 ***********************************************************************
 RD3405  DESIGNATION -  CHRISTENSEN 2
 RD3405  PID         -  RD3405
 RD3405  STATE/COUNTY-  WA/CLARK
 RD3405  USGS QUAD   -  VANCOUVER (1990)
 RD3405
 RD3405                         *CURRENT SURVEY CONTROL
 RD3405  ___________________________________________________________________
 RD3405* NAD 83(1991)-  45 43 57.90466(N)    122 38 33.10124(W)     ADJUSTED  
 RD3405* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 RD3405  ___________________________________________________________________
 RD3405  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 RD3405  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 RD3405
 RD3405  HORZ ORDER  -  SECOND
 RD3405
 RD3405.The horizontal coordinates were established by classical geodetic methods
 RD3405.and adjusted by the National Geodetic Survey in December 1991..
 RD3405
 RD3405.The orthometric height was scaled from a topographic map.
 RD3405
 RD3405.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3405
 RD3405.The geoid height was determined by GEOID03.
 RD3405
 RD3405;                    North         East     Units Scale Factor Converg.
 RD3405;SPC WA S     -    46,660.723   333,251.937   MT  1.00002432   -1 33 22.8
 RD3405;SPC WA S     -   153,086.06  1,093,344.06   sFT  1.00002432   -1 33 22.8
 RD3405;SPC OR N     -   231,802.269 2,333,264.530   MT  0.99994303   -1 31 10.0
 RD3405;SPC OR N     -   760,506.13  7,655,067.36   iFT  0.99994303   -1 31 10.0
 RD3405;UTM  10      - 5,064,417.156   527,812.830   MT  0.99960951   +0 15 21.5
 RD3405
 RD3405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3405!SPC WA S     -   0.99998253  x   1.00002432  =   1.00000685
 RD3405!SPC OR N     -   0.99998253  x   0.99994303  =   0.99992556
 RD3405!UTM  10      -   0.99998253  x   0.99960951  =   0.99959204
 RD3405
 RD3405|---------------------------------------------------------------------|
 RD3405| PID    Reference Object                     Distance      Geod. Az  |
 RD3405|                                                           dddmmss.s |
 RD3405| CE2411 CHRISTENSEN 2 RM 3                   20.440 METERS 07121     |
 RD3405| RD2406 GREEN MTN                           APPROX.16.9 KM 1205455.9 |
 RD3405| CE2412 CHRISTENSEN 2 RM 4                   17.550 METERS 16523     |
 RD3405| RD3406 CHRISTENSEN                          53.400 METERS 30950     |
 RD3405|---------------------------------------------------------------------|
 RD3405
 RD3405                          SUPERSEDED SURVEY CONTROL
 RD3405
 RD3405  NAD 83(1991)-  45 43 57.90467(N)    122 38 33.10125(W) AD(       ) 2
 RD3405  NAD 83(1986)-  45 43 57.92237(N)    122 38 33.10178(W) AD(       ) 2
 RD3405  NAD 27      -  45 43 58.50379(N)    122 38 28.74903(W) AD(       ) 2
 RD3405
 RD3405.Superseded values are not recommended for survey control.
 RD3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3405.See file dsdata.txt to determine how the superseded data were derived.
 RD3405
 RD3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2781364417(NAD 83)
 RD3405_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD3405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD3405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD3405+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 RD3405
 RD3405  HISTORY     - Date     Condition        Report By
 RD3405  HISTORY     - 1975     MONUMENTED       NGS
 RD3405  HISTORY     - 20040328 GOOD             USPSQD
 RD3405  HISTORY     - 20050508 GOOD             USPSQD
 RD3405  HISTORY     - 20060628 GOOD             USPSQD
 RD3405
 RD3405                          STATION DESCRIPTION
 RD3405
 RD3405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RD3405'THE STATION IS 8 MILES NORTH OF VANCOUVER, AND 1 MILE EAST OF
 RD3405'INTERSTATE 5, AT THE T INTERSECTION OF NE 154TH STREET, AND NE 28TH
 RD3405'AVENUE, IN AN AREA BEING DEVELOPED BY SHENANDOAH INC.
 RD3405'
 RD3405'TO REACH THE STATION FROM THE NORTH END OF THE INTERSTATE BRIDGE GO
 RD3405'NORTH ON INTERSTATE 5 FOR 7.0 MILES TO NE 134TH STREET, GO EAST ON NE
 RD3405'134TH STREET FOR 0.1 MILE TO NE 20TH AVENUE, TURN LEFT, AND GO NORTH
 RD3405'ON NE 20TH AVENUE FOR 1.2 MILES TO NE 159TH STREET, TURN RIGHT, AND
 RD3405'GO EAST ON NE 159TH STREET FOR 0.5 MILE TO A T INTERSECTION, TURN
 RD3405'RIGHT, AND GO SOUTH ON NE 29TH AVENUE FOR 0.25 MILE TO A SIDE STREET
 RD3405'RIGHT, TURN RIGHT, AND GO WEST ON NE 154TH STREET FOR 0.1 MILE TO
 RD3405'NE 28TH AVENUE, AND THE STATION.
 RD3405'
 RD3405'THE STATION MARK, STAMPED CHRISTENSEN 2 1975, IS A STANDARD DISK
 RD3405'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES, 27
 RD3405'FEET NORTHEAST OF A FIRE HYDRANT, 25 FEET NORTHWEST OF THE CENTER
 RD3405'OF NE 28TH AVENUE, 3.5 FEET NORTHWEST, AND LEVEL WITH THE CURB, 1
 RD3405'FOOT SOUTH OF A METAL WITNESS POST, AND AT THE PROLONGED CENTER OF
 RD3405'NE 154TH STREET.
 RD3405'
 RD3405'REFERENCE MARK NO. 3, STAMPED CHRISTENSEN 2 NO 3 1975, IS A
 RD3405'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE EAST CONCRETE CURB OF
 RD3405'NE 28TH AVENUE, 55 FEET NORTHEAST OF THE CENTER OF NE 154TH STREET,
 RD3405'20 FEET WEST OF THE CENTER OF NE 28TH AVENUE, AND 12 FEET SOUTHWEST
 RD3405'OF A LOT CORNER.
 RD3405'
 RD3405'REFERENCE MARK NO. 4, STAMPED CHRISTENSEN 2 NO 4 1975, IS A
 RD3405'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE EAST CONCRETE CURB OF
 RD3405'NE 28TH AVENUE, 37 FEET SOUTHWEST OF THE CENTER OF NE 154TH STREET,
 RD3405'20 FEET EAST OF THE CENTER OF NE 28TH AVENUE, AND 8 FEET SOUTHWEST
 RD3405'OF A STREET LIGHT.
 RD3405'
 RD3405'THERE WAS NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK FOR THIS
 RD3405'STATION.
 RD3405
 RD3405                          STATION RECOVERY (2004)
 RD3405
 RD3405'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD3405'RECOVERED IN GOOD CONDITION.
 RD3405
 RD3405                          STATION RECOVERY (2005)
 RD3405
 RD3405'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD3405'STATION MARK AND BOTH REFERENCE MARKS RECOVERED.
 RD3405
 RD3405                          STATION RECOVERY (2006)
 RD3405
 RD3405'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 RD3405'NO WITNESS POST. MARK IS IN THE MIDDLE OF A DRIVEWAY TO A RESIDENCE.
 RD3405'IT IS UNDER A METAL COVER STATING MONUMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1574 ***********************************************************************
 SX1574  DESIGNATION -  CHRISTOFF
 SX1574  PID         -  SX1574
 SX1574  STATE/COUNTY-  WA/KING
 SX1574  USGS QUAD   -  NAGROM (1986)
 SX1574
 SX1574                         *CURRENT SURVEY CONTROL
 SX1574  ___________________________________________________________________
 SX1574* NAD 83(1991)-  47 10 46.61739(N)    121 36 51.11854(W)     ADJUSTED  
 SX1574* NAVD 88     -      1453.1    (meters)    4767.     (feet)  VERTCON   
 SX1574  ___________________________________________________________________
 SX1574  LAPLACE CORR-          10.07  (seconds)                    DEFLEC99
 SX1574  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 SX1574
 SX1574  HORZ ORDER  -  THIRD
 SX1574
 SX1574.The horizontal coordinates were established by classical geodetic methods
 SX1574.and adjusted by the National Geodetic Survey in December 1991..
 SX1574
 SX1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1574
 SX1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1574
 SX1574.The geoid height was determined by GEOID03.
 SX1574
 SX1574;                    North         East     Units Scale Factor Converg.
 SX1574;SPC WA N     -    20,270.726   440,806.328   MT  1.00007514   -0 34 52.9
 SX1574;SPC WA N     -    66,504.87  1,446,212.09   sFT  1.00007514   -0 34 52.9
 SX1574;SPC WA S     -   205,817.102   415,548.319   MT  0.99996846   -0 48 33.7
 SX1574;SPC WA S     -   675,251.61  1,363,344.78   sFT  0.99996846   -0 48 33.7
 SX1574;UTM  10      - 5,226,055.985   605,001.913   MT  0.99973550   +1 00 59.6
 SX1574
 SX1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1574!SPC WA N     -   0.99977546  x   1.00007514  =   0.99985058
 SX1574!SPC WA S     -   0.99977546  x   0.99996846  =   0.99974392
 SX1574!UTM  10      -   0.99977546  x   0.99973550  =   0.99951102
 SX1574
 SX1574|---------------------------------------------------------------------|
 SX1574| PID    Reference Object                     Distance      Geod. Az  |
 SX1574|                                                           dddmmss.s |
 SX1574| CS4865 CHRISTOFF RM 2                       11.490 METERS 09250     |
 SX1574| CS4866 CHRISTOFF LOH                         6.007 METERS 12255     |
 SX1574| SB1152 MULE                                APPROX.20.3 KM 1901555.5 |
 SX1574| CS4864 CHRISTOFF RM 1                        3.855 METERS 30950     |
 SX1574|---------------------------------------------------------------------|
 SX1574
 SX1574                          SUPERSEDED SURVEY CONTROL
 SX1574
 SX1574  NAD 83(1986)-  47 10 46.62434(N)    121 36 51.11928(W) AD(       ) 3
 SX1574  NGVD 29 (11/26/90) 1452.0    (m)         4764.     (f) VERT ANG       
 SX1574
 SX1574.Superseded values are not recommended for survey control.
 SX1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1574.See file dsdata.txt to determine how the superseded data were derived.
 SX1574
 SX1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT0500226056(NAD 83)
 SX1574_MARKER: DS = TRIANGULATION STATION DISK
 SX1574_SETTING: 66 = SET IN ROCK OUTCROP
 SX1574_SP_SET: SET IN ROCK OUTCROP
 SX1574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1574+STABILITY: POSITION/ELEVATION WELL
 SX1574
 SX1574  HISTORY     - Date     Condition        Report By
 SX1574  HISTORY     - 1955     MONUMENTED       USGS
 SX1574
 SX1574                          STATION DESCRIPTION
 SX1574
 SX1574'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 SX1574'LOCATED ABOUT 18 MI E. OF ENUMCLAW, 7 MI SW. OF LESTER, 3 MI NE.
 SX1574'OF GREENWATER.  ON HUCKLEBERRY MOUNTAIN AT ABANDONED USFS
 SX1574'CHRISTOFF LO.
 SX1574'
 SX1574'TO REACH FROM COLE AND GRIFFIN STREETS IN ENUMCLAW, DRIVE 0.5 MI
 SX1574'SE. ON GRIFFIN STREET TO U.S. HWY. 410.  TURN LEFT FOLLOWING U.S.
 SX1574'HWY. 410 19.3 MI TO RD. LEFT.  DRIVE NE. ON DIRT RD. 0.45 MI.  TURN
 SX1574'LEFT 0.15 MI.  THEN LEFT AGAIN 0.3 MI TO END OF RD. AT CHRISTOFF
 SX1574'TRAIL.  PACK N. UP CHRISTOFF TRAIL ABOUT 3.5 MI TO LO AND STATION.
 SX1574'A 3-HOUR PACK.
 SX1574'
 SX1574'STATION MARK--STANDARD TABLET STAMPED---CHRISTOFF 1955---, CEMENTED
 SX1574'IN FRAGMENTED ROCK OUTCROP.
 SX1574'
 SX1574'RM 1--STANDARD RM TABLET STAMPED---CHRISTOFF NO 1 1955---, CEMENTED
 SX1574'IN DRILL HOLE.
 SX1574'
 SX1574'RM 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 5-INCH FIR
 SX1574'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2009 ***********************************************************************
 SY2009  DESIGNATION -  CHRISTOPHER
 SY2009  PID         -  SY2009
 SY2009  STATE/COUNTY-  WA/KING
 SY2009  USGS QUAD   -  AUBURN (1994)
 SY2009
 SY2009                         *CURRENT SURVEY CONTROL
 SY2009  ___________________________________________________________________
 SY2009* NAD 83(1991)-  47 20 28.14050(N)    122 12 05.76459(W)     ADJUSTED  
 SY2009* NAVD 88     -       120.36   (+/-2cm)     394.9    (feet)  VERTCON   
 SY2009  ___________________________________________________________________
 SY2009  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 SY2009  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 SY2009
 SY2009  HORZ ORDER  -  FIRST
 SY2009  VERT ORDER  -  THIRD ? (See Below)
 SY2009
 SY2009.The horizontal coordinates were established by classical geodetic methods
 SY2009.and adjusted by the National Geodetic Survey in December 1991..
 SY2009
 SY2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2009.The vertical order pertains to the NGVD 29 superseded value.
 SY2009
 SY2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2009
 SY2009.The geoid height was determined by GEOID03.
 SY2009
 SY2009;                    North         East     Units Scale Factor Converg.
 SY2009;SPC WA N     -    38,849.310   396,601.251   MT  1.00003342   -1 01 07.3
 SY2009;SPC WA N     -   127,458.11  1,301,182.60   sFT  1.00003342   -1 01 07.3
 SY2009;SPC WA S     -   224,566.039   371,418.823   MT  1.00000180   -1 14 09.7
 SY2009;SPC WA S     -   736,763.75  1,218,563.26   sFT  1.00000180   -1 14 09.7
 SY2009;UTM  10      - 5,243,385.053   560,311.129   MT  0.99964470   +0 35 13.8
 SY2009
 SY2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2009!SPC WA N     -   0.99998470  x   1.00003342  =   1.00001812
 SY2009!SPC WA S     -   0.99998470  x   1.00000180  =   0.99998650
 SY2009!UTM  10      -   0.99998470  x   0.99964470  =   0.99962940
 SY2009
 SY2009:                Primary Azimuth Mark                     Grid Az
 SY2009:SPC WA N     -  CHRISTOPHER AZ MK                        046 22 33.0
 SY2009:SPC WA S     -  CHRISTOPHER AZ MK                        046 35 35.4
 SY2009:UTM  10      -  CHRISTOPHER AZ MK                        044 46 11.9
 SY2009
 SY2009|---------------------------------------------------------------------|
 SY2009| PID    Reference Object                     Distance      Geod. Az  |
 SY2009|                                                           dddmmss.s |
 SY2009| CE3449 CHRISTOPHER AZ MK                                  0452125.7 |
 SY2009| CE3452 CHRISTOPHER RM 2                      7.267 METERS 05915     |
 SY2009| CE3450 CHRISTOPHER RM                        8.108 METERS 12650     |
 SY2009| CE3451 CHRISTOPHER RM 1                      7.937 METERS 16348     |
 SY2009| SY2019 AUBURN PAC NW BELL MICROWAVE        APPROX. 9.5 KM 1882138.9 |
 SY2009| SY1996 AUBURN HIGH SCHOOL CHIMNEY          APPROX. 3.9 KM 2013759.1 |
 SY2009| SY2000 AUBURN BORDENS STACK                APPROX. 4.3 KM 2155843.1 |
 SY2009| SY2528 FEDERAL WAY DIST 124 SPIPE 5B       APPROX. 5.0 KM 2565551.2 |
 SY2009| SY2351 NORTH WIRELESS POLE W STA KENT      APPROX. 7.0 KM 3123310.7 |
 SY2009| SY2012 AIR BCN IN VALLEY SW OF KENT        APPROX. 4.9 KM 3155045.9 |
 SY2009| SY2126 KENT CHURCH                         APPROX. 5.0 KM 3284421.2 |
 SY2009|---------------------------------------------------------------------|
 SY2009
 SY2009                          SUPERSEDED SURVEY CONTROL
 SY2009
 SY2009  NAD 83(1986)-  47 20 28.13317(N)    122 12 05.77621(W) AD(       ) 1
 SY2009  NAD 27      -  47 20 28.77024(N)    122 12 01.34619(W) AD(       ) 1
 SY2009  NGVD 29 (07/19/86)  119.28   (m)          391.3    (f) LEVELING    3  
 SY2009
 SY2009.Superseded values are not recommended for survey control.
 SY2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2009.See file dsdata.txt to determine how the superseded data were derived.
 SY2009
 SY2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6031143385(NAD 83)
 SY2009
 SY2009  HISTORY     - Date     Condition        Report By
 SY2009  HISTORY     - 1936     MONUMENTED       WAGS
 SY2009  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY2009  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2009  HISTORY     - 1964     SEE DESCRIPTION  WAWHI
 SY2009  HISTORY     - 1967     SEE DESCRIPTION  WA-033
 SY2009  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY2009  HISTORY     - 1988     GOOD             USPSQD
 SY2009
 SY2009                          STATION DESCRIPTION
 SY2009
 SY2009'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SY2009'STATION IS ABOUT 4 MILES S OF KENT.
 SY2009'
 SY2009'STATION IS MARKED BY A STANDARD STATE SURVEY DISK STAMPED KING
 SY2009'COUNTY AERIAL SURVEY SET 120 FEET S OF A MAPLE TREE, AND 83 FEET
 SY2009'SW OF A WILLOW TREE.
 SY2009'
 SY2009'A 4-FOOT STAND WAS PLACED OVER THE STATION.
 SY2009'
 SY2009'REACHED AS FOLLOWS--FROM CENTRAL AVENUE AND E MEEKER STREET, GO
 SY2009'S ON CENTRAL AVENUE 0.8 MILE, TURN LEFT (E) AND GO 0.6 MILE, TAKE
 SY2009'LEFT FORK AND GO 2.0 MILES TO RAIL GATE ON E SIDE OF ROAD, ALSO
 SY2009'A LARGE CEDAR TREE AT FOOT OF HILL.  STATION IS ABOUT DUE E OF
 SY2009'GATE, ABOUT 15 MINUTES PACK.  FROM GATE GO E TO CEDAR TREE, THEN
 SY2009'SWING RIGHT AND GO S ABOUT 100 YARDS, THEN LEFT UP RIDGE TO
 SY2009'STATION.
 SY2009'
 SY2009'CHRISTOPHER MAY ALSO BE REACHED FROM AUBURN BY GOING E ON MAIN
 SY2009'STREET TO M STREET, THEN N ON M STREET TO PAVEMENT END, TURN RIGHT
 SY2009'(E) AND GO ABOUT 0.5 MILE CROSSING RIVER BRIDGE.  ABOUT 50 YARDS
 SY2009'E OF BRIDGE TURN LEFT (N) DOWN THE RIVER AND GO 0.8 MILE, TAKE
 SY2009'LEFT FORK AND GO 0.3 MILE, TAKE THE LEFT FORK AND GO 1.0 MILE TO
 SY2009'RAIL GATE DESCRIBED ABOVE.
 SY2009'
 SY2009'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY2009
 SY2009                          STATION RECOVERY (1955)
 SY2009
 SY2009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2009'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 SY2009'NEW REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AN AZIMUTH MARK
 SY2009'WERE ESTABLISHED.
 SY2009'
 SY2009'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 SY2009'
 SY2009'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF AUBURN AND
 SY2009'ABOUT 3.5 MILES SOUTHEAST OF KENT NEAR THE NORTHWEST CORNER OF A
 SY2009'CLEARING, 3 FEET EAST OF THE EDGE OF A PROMINENT BLUFF OVERLOOKING
 SY2009'THE GREEN RIVER VALLEY TO THE WEST.  THE MARK IS STAMPED
 SY2009'CHRISTOPHER 1936 KING CO AERIAL AND THE BOULDER PROJECTS 2 INCHES.
 SY2009'NOTE 4.
 SY2009'
 SY2009'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO THE TOP OF A
 SY2009'1 INCH IRON PIPE THAT PROJECTS 7 INCHES AND IT IS STAMPED
 SY2009'CHRISTOPHER NO 1 1936.
 SY2009'
 SY2009'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO THE TOP OF A
 SY2009'1 INCH IRON PIPE THAT PROJECTS 8 INCHES AND IT IS STAMPED
 SY2009'CHRISTOPHER NO 2 1936.
 SY2009'
 SY2009'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 39.5 FEET.
 SY2009'
 SY2009'THE AZIMUTH MARK IS 50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 SY2009'A BRICK HOUSE, 12 FEET WEST OF THE CENTER OF A DRIVEWAY AND 3 FEET
 SY2009'WEST OF A FENCE CORNER.  IT IS A STANDARD DISK BRAZED TO THE TOP
 SY2009'OF A 1 INCH IRON PIPE THAT PROJECTS 3 INCHES AND IT IS STAMPED
 SY2009'CHRISTOPHER 1955.
 SY2009'
 SY2009'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 5 AND
 SY2009'STATE ROUTE 5A (E SMITH AVENUE) AT THE EAST END OF THE BUSINESS
 SY2009'DISTRICT IN KENT, GO EAST AND SOUTHEAST ON STATE ROUTE 5A FOR 1.9
 SY2009'MILES TO 108TH AVENUE SE, TURN RIGHT AND GO SOUTH ON 108TH AVENUE
 SY2009'SE FOR 1.4 MILES TO A CURVE AND THE END OF PAVEMENT.  TURN LEFT
 SY2009'AND GO EAST AND SOUTH ON GRAVELED ROAD FOR 0.7 MILE TO A T ROAD
 SY2009'RIGHT, TURN RIGHT AND GO WEST AND NORTHWEST FOR 0.3 MILE TO THE
 SY2009'AZIMUTH MARK JUST SOUTHEAST OF HOUSE AS DESCRIBED.  FROM THIS
 SY2009'POINT PACK SOUTHWEST ACROSS CLEARING FOR ABOUT 0.15 MILE TO THE
 SY2009'EDGE OF BLUFF AND STATION NEAR THE NORTHWEST CORNER OF CLEARING
 SY2009'AS DESCRIBED.
 SY2009
 SY2009                          STATION RECOVERY (1963)
 SY2009
 SY2009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2009'PREVIOUS DESCRIPTIONS ARE ON PAGES 7 AND 50 OF BOOK NO. 541.  THE
 SY2009'STATION MARK, AZIMUTH MARK AND THE REFERENCE MARKS WERE RECOVERED,
 SY2009'BUT THE MEASUREMENTS TO THE REFERENCE MARKS ARE SWITCHED AROUND,
 SY2009'AND NO. 1 IS FARTHER FROM THE STATION THAN NO. 2.  THE DIRECTIONS
 SY2009'TO THE MARKS ARE CORRECT, NO. 2 BEING NE AND NO. 1 SSE.  THE
 SY2009'STATION MARK IS ON A POINT OF LAND WHERE THE GROUND DROPS OFF
 SY2009'SHARPLY TO THE WEST AND NORTH.  IT IS ABOUT 3 FEET SOUTH OF THE
 SY2009'NORTH EDGE AND 10 FEET EAST OF THE WEST EDGE OF THE
 SY2009'POINT.  REFERENCE MARK NO. 1 IS AT THE WESTERN EDGE OF THE
 SY2009'SUMMIT, AND ABOUT LEVEL WITH THE STATION.  REFERENCE MARK NO. 2
 SY2009'IS ON THE NORTHERN SLOPE OF THE POINT AND ABOUT 1 FOOT LOWER
 SY2009'THAN THE STATION.  THE AZIMUTH MARK IS 71-1/2 FEET
 SY2009'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK HOUSE
 SY2009'INSTEAD OF 50 FEET, 53 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 SY2009'CORNER OF A SIDEWALK TO THE FRONT DOOR OF THE HOUSE, 20-1/2 FEET
 SY2009'EAST-SOUTHEAST OF THE CENTER OF A ROUND, CONCRETE COVER ABOUT 3
 SY2009'FEET IN DIAMETER, 4 FEET WEST OF A FENCE CORNER AND 2 INCHES
 SY2009'SOUTH OF A BOARD FENCE.  DIRECTIONS TO REACH THE STATION IN THE
 SY2009'1955 DESCRIPTION ARE ADEQUATE, BUT THE ROAD IS NOW BLACK
 SY2009'TOPPED TO THE END OF THE 0.7 MILE MILEAGE, WHERE YOU TURN RIGHT
 SY2009'AND GO WEST AND NORTHWEST FOR 0.3 MILE.  THIS SIDE ROAD RIGHT IS
 SY2009'0.1 MILE SOUTH OF THE INTERSECTION OF 112TH AVE. SE AND SE 287TH
 SY2009'ST.  AT THIS INTERSECTION, TURN RIGHT AND GO WEST ON THE GRAVEL
 SY2009'ROAD 0.35 MILE, TURN RIGHT AND GO NORTH 0.05 MILE TO THE
 SY2009'DARK-RED BRICK HOME OF MR. OTIS CAVNESS AND THE AZIMUTH MARK 71
 SY2009'1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.  THE
 SY2009'ADDRESS OF THIS HOUSE AT PRESENT IS 28835-112TH SE, BUT THIS MAY
 SY2009'BE CHANGED, SINCE 112TH SE IS 0.35 MILE EAST OF THE HOUSE AND
 SY2009'THERE IS A LOT OF BUILDING ACTIVITY GOING ON IN THE NEIGHBORHOOD.
 SY2009
 SY2009                          STATION RECOVERY (1964)
 SY2009
 SY2009'RECOVERY NOTE BY WALKER AND WHITEFORD INCORPORATED 1964
 SY2009'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 SY2009'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED ABOUT 1000 FEET
 SY2009'WEST OF THE INTERSECTION OF SE 290TH STREET AND 107TH AVENUE SE.
 SY2009
 SY2009                          STATION RECOVERY (1967)
 SY2009
 SY2009'RECOVERY NOTE BY KING COUNTY WASHINGTON 1967
 SY2009'STATION MARK, TWO REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 SY2009'IN GOOD CONDITION.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS
 SY2009'AND AZIMUTH MARK WERE NOT REMEASURED.  ABOUT 250 YARDS SOUTHWEST OF
 SY2009'O.H. CAVNESS RESIDENCE (BRICK HOUSE REFERED TO IN 1955 DESCRIPTION
 SY2009'OF AZIMUTH MARK), ABOUT 300 YARDS WEST AND 50 YARDS SOUTH OF THE
 SY2009'INTERSECTION OF S. E. 290TH ST. AND 107TH AVE., S.E., 15 FEET
 SY2009'NORTHWEST OF THE NORTHWEST CORNER OF A PASTURE FENCE, AT TOP OF
 SY2009'A STEEP BLUFF OVERLOOKING GREEN RIVER VALLEY, NEAR THE NORTHWEST
 SY2009'POINT OF A BLUNT POINT EXTENDING WESTWARD FROM THE MAIN BLUFF
 SY2009'LINE AND 3 FEET NORTH OF A WITNESS SIGN.
 SY2009'
 SY2009'REFERENCE MARKS ARE STANDARD DISKS BRAZED ON TOP OF 2 1/2-INCH
 SY2009'IRON PIPES.
 SY2009'
 SY2009'TO REACH THE STATION FROM THE JCT. OF STATE HWYS. 167 (N. CENTRAL
 SY2009'AVE.) AND 516 (E. SMITH ST.) IN KENT GO EAST ON STATE HIGHWAY 516
 SY2009'(E. SMITH ST. BECOMING CANYON DRIVE THEN KENT-KANGLEY ROAD) FOR
 SY2009'1.8 MI. TO JCT. OF STATE HWYS. 516 AND 515 AT S.E. 256TH
 SY2009'ST. (KENT-KANGLEY ROAD) AND 104TH AVE., S.E.  CONTINUE AHEAD ON
 SY2009'STATE HWY. 516 (KENT-KANGLEY ROAD) BEARING RIGHT FOR 0.35
 SY2009'MI. THENCE RIGHT (SOUTH) ON 108TH AVE., S.E. FOR 1.5 MI. TO
 SY2009'S.E. 281ST ST., JOG LEFT (EAST) ON S.E. 281ST ST. 0.25 MI. TO
 SY2009'112TH AVE., S.E., THENCE RIGHT (SOUTH) ON 112TH AVE., S.E.
 SY2009'FOR 1.0 MI. TO S.E. 290TH ST., THENCE RIGHT (WEST) ON S. E.
 SY2009'290TH ST. FOR 0.3 MI. TO INTERSECTION OF S. E. 290TH ST. AND
 SY2009'107TH AVE., S. E.  WALK AHEAD BEARING LEFT ACROSS PASTURE
 SY2009'ABOUT 300 YARDS TO THE STATION.
 SY2009'
 SY2009'FROM THE INTERSECTION OF S. E. 290TH ST. AND 107TH AVE., S.E. A
 SY2009'PRIVATE DRIVE CONTINUES AHEAD CURVING RIGHT TO THE AZIMUTH MARK AT
 SY2009'THE O.H. CAVNESS RESIDENCE.
 SY2009'
 SY2009'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2009'3 MILES SOUTHEAST OF KENT.
 SY2009
 SY2009                          STATION RECOVERY (1973)
 SY2009
 SY2009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LDF)
 SY2009'STATION WAS RECOVERED AS DESCRIBED IN 1955 BY R.L.E. AND ALL MARKS
 SY2009'FOUND IN GOOD CONDITION.
 SY2009'
 SY2009'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 SY2009'
 SY2009'LOCATED 3-1/2 MILES NORTHEAST OF AUBURN, 3-1/2 MILES SOUTHEAST
 SY2009'OF KENT 1/2 MILE EAST OF THE GREEN RIVER, IN THE NORTHEAST QUARTER
 SY2009'OF SECTION 5, T-21-N, R-5-E AND ON THE WEST EDGE OF A HIGH BLUFF
 SY2009'OVERLOOKING GREEN VALLEY.
 SY2009'
 SY2009'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 516 AND S CENTRAL
 SY2009'AVE, IN THE EAST EDGE OF KENT, GO SOUTH ON S CENTRAL AVE FOR 0.9
 SY2009'MILE TO S 259 TH ST, TURN LEFT ON S 259 TH ST FOR 0.65 MILE TO A
 SY2009'FORK.  TAKE RIGHT FORK GREEN RIVER RD FOR 2.55 MILES TO A
 SY2009'T-INTERSECTION AND STOP SIGN, TURN LEFT ON 104 TH AVE SE FOR 0.8
 SY2009'MILE TO 112 TH AVE SE, TURN LEFT ON 112 TH AVE SE FOR 0.85 MILE
 SY2009'TO SE 290 TH ST, TURN LEFT ON SE 290 TH ST FOR 0.3 MILE TO END
 SY2009'OF TRUCK TRAVEL.  (TO REACH AZIMUTH MARK FROM HERE, CONTINUE
 SY2009'NORTH ON GRAVEL ROAD FOR 0.1 MILE TO FARM YARD AND AZIMUTH
 SY2009'MARK ON THE LEFT.) FROM HERE PACK SOUTHWEST FOR ABOUT 0.15
 SY2009'MILE TO THE EDGE OF THE BLUFF AND THE STATION.
 SY2009'
 SY2009'STATION MARK IS A STANDARD DISK STAMPED CHRISTOPHER 1936 KING
 SY2009'CO AERIAL.  IT IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 SY2009'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 6.0 FEET EAST
 SY2009'OF THE APPROXIMATE WEST EDGE OF THE BLUFF AND 3.5 FEET NORTHWEST
 SY2009'OF A METAL WITNESS POST.
 SY2009'
 SY2009'REFERENCE MARK 1, IS A STANDARD DISK STAMPED CHRISTOPHER NO 1
 SY2009'1936 THAT IS BRAZED TO A 3-INCH IRON PIPE AND PROJECTS 8 INCHES
 SY2009'ABOVE THE GROUND SURFACE.  IT IS 22.2 FEET SOUTH OF THE WITNESS
 SY2009'POST AND 5.0 FEET EAST OF THE WEST EDGE OF THE BLUFF.
 SY2009'
 SY2009'REFERENCE MARK 2, IS A STANDARD DISK STAMPED CHRISTOPHER NO 2
 SY2009'1936 THAT IS BRAZED TO A 3-INCH IRON PIPE THAT PROJECTS 6 INCHES
 SY2009'ABOVE THE GROUND SURFACE.  30.5 FEET EAST OF THE WEST EDGE OF THE
 SY2009'BLUFF AND 24.4 FEET NORTHEAST OF THE WITNESS POST.
 SY2009'
 SY2009'AZIMUTH MARK, IS A STANDARD DISK STAMPED CHRISTOPHER 1955 THAT
 SY2009'IS BRAZED TO A 3-INCH IRON PIPE THAT PROJECTS 4 INCHES ABOVE THE
 SY2009'GROUND SURFACE.  IT IS 70.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 SY2009'OF THE FARM HOUSE, 73 FEET NORTHEAST OF POWER POLE WITH
 SY2009'TRANSFORMER ON THE TOP AND 14 FEET WEST OF APPROXIMATE CENTER OF
 SY2009'GRAVEL DRIVEWAY.
 SY2009'
 SY2009'HEIGHT OF LIGHT ABOVE STATION MARK 4.3 FEET.
 SY2009
 SY2009                          STATION RECOVERY (1988)
 SY2009
 SY2009'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2310 ***********************************************************************
 SC2310  DESIGNATION -  CHUCK
 SC2310  PID         -  SC2310
 SC2310  STATE/COUNTY-  WA/PACIFIC
 SC2310  USGS QUAD   -  CHINOOK (1984)
 SC2310
 SC2310                         *CURRENT SURVEY CONTROL
 SC2310  ___________________________________________________________________
 SC2310* NAD 83(1991)-  46 21 23.86923(N)    123 54 07.12745(W)     ADJUSTED  
 SC2310* NAVD 88     -       459.9    (meters)    1509.     (feet)  VERTCON   
 SC2310  ___________________________________________________________________
 SC2310  LAPLACE CORR-          16.95  (seconds)                    DEFLEC99
 SC2310  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SC2310
 SC2310  HORZ ORDER  -  SECOND
 SC2310
 SC2310.The horizontal coordinates were established by classical geodetic methods
 SC2310.and adjusted by the National Geodetic Survey in December 1991..
 SC2310
 SC2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2310
 SC2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2310
 SC2310.The geoid height was determined by GEOID03.
 SC2310
 SC2310;                    North         East     Units Scale Factor Converg.
 SC2310;SPC WA S     -   119,383.998   238,271.075   MT  0.99992251   -2 28 16.3
 SC2310;SPC WA S     -   391,679.00    781,727.69   sFT  0.99992251   -2 28 16.3
 SC2310;UTM  10      - 5,134,068.087   430,607.816   MT  0.99965919   -0 39 09.9
 SC2310
 SC2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2310!SPC WA S     -   0.99993158  x   0.99992251  =   0.99985410
 SC2310!UTM  10      -   0.99993158  x   0.99965919  =   0.99959080
 SC2310
 SC2310|---------------------------------------------------------------------|
 SC2310| PID    Reference Object                     Distance      Geod. Az  |
 SC2310|                                                           dddmmss.s |
 SC2310| CE3003 CHUCK RM 1                           10.781 METERS 09319     |
 SC2310| CE3004 CHUCK RM 2                            9.400 METERS 15516     |
 SC2310| SC2291 CHINOOK RESET                       APPROX. 8.1 KM 2234848.7 |
 SC2310| SD0595 CAPE DISAPPOINTMENT LH              APPROX.14.6 KM 2321311.0 |
 SC2310|---------------------------------------------------------------------|
 SC2310
 SC2310                          SUPERSEDED SURVEY CONTROL
 SC2310
 SC2310  NAD 83(1991)-  46 21 23.86891(N)    123 54 07.12718(W) AD(       ) 2
 SC2310  NAD 83(1986)-  46 21 23.87193(N)    123 54 07.10502(W) AD(       ) 2
 SC2310  NAD 27      -  46 21 24.50588(N)    123 54 02.55050(W) AD(       ) 2
 SC2310  NGVD 29 (07/19/86)  458.9    (m)         1506.     (f) VERT ANG       
 SC2310
 SC2310.Superseded values are not recommended for survey control.
 SC2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2310.See file dsdata.txt to determine how the superseded data were derived.
 SC2310
 SC2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3060834068(NAD 83)
 SC2310_MARKER: DD = SURVEY DISK
 SC2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2310_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SC2310_STAMPING: CHUCK 1974
 SC2310_MARK LOGO: WA-049
 SC2310_PROJECTION: FLUSH
 SC2310_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2310+STABILITY: SURFACE MOTION
 SC2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2310+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1983
 SC2310
 SC2310  HISTORY     - Date     Condition        Report By
 SC2310  HISTORY     - 1976     MONUMENTED       WA-049
 SC2310  HISTORY     - 19820422 GOOD             NGS
 SC2310  HISTORY     - 19830113 GOOD             NGS
 SC2310
 SC2310                          STATION DESCRIPTION
 SC2310
 SC2310'DESCRIBED BY PACIFIC COUNTY WASHINGTON 1976 (CLN)
 SC2310'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF CHINOOK, ABOUT 7-1/2
 SC2310'MILES EAST-NORTHEAST OF LONG BEACH ON THE CREST OF A
 SC2310'NORTHWEST-SOUTHEAST RIDGE KNOWN LOCALLY AS BEAR RIVER RIDGE.
 SC2310'
 SC2310'TO REACH THE STATION GO EAST FROM THE INTERSECTION OF STATE ROAD 101
 SC2310'AND 101 ALTERNATE ON ITS NORTH END, GO 4.17 MILES TOWARD RAYMOND,
 SC2310'CROSS THE BEAR RIVER BRIDGE CONTINUING ALONG THE HIGHWAY TO A
 SC2310'LOGGING ROAD ON THE RIGHT, TURN RIGHT CROSSING A SMALL SLOUGH,
 SC2310'CONTINUE ON LOGGING ROAD .21 MILE TO A ROAD FORK TURN RIGHT, THEN
 SC2310'GO .29 MILE TO A ROAD FORK TURN LEFT, THEN GO .11 MILE TURN RIGHT
 SC2310'THEN .38 MILE TURN LEFT, THEN GO 1.22 MILE UP HILL TO A MAIN ROAD
 SC2310'FORK TAKE LEFT FORK CONTINUE UP HILL, THEN GO .93 MILE TURN LEFT
 SC2310'CONTINUING UP HILL, THEN GO .21 MILE TO A ROAD FORK CONTINUE
 SC2310'STRAIGHT .35 MILE TO A ROAD FORK (THIS WILL ALSO LEAD TO STATION
 SC2310'CHUCK) CONTINUE STRAIGHT .04 TO A ROAD FORK WITH A DIRT ROAD, TAKE
 SC2310'LEFT FORK ONTO DIRT DIRT ROAD GO 100 FEET, THEN TURN LEFT UP
 SC2310'THE HILL FOR 350 FEET AND THE STATION ON THE RIGHT.
 SC2310'
 SC2310'THE STATION MARK IS A PACIFIC COUNTY BRASS DISK STAMPED CHUCK 1976
 SC2310'SET IN CONCRETE 24 INCHES IN DIAMETER FLUSH WITH THE GROUND
 SC2310'SURFACE.  THE STATION CONTAINS STEEL RODS DRIVEN INTO THE ROCKY
 SC2310'GROUND.
 SC2310'
 SC2310'NO SUB-SURFACE MARKER WAS SET.
 SC2310'
 SC2310'REFERENCE MARK NO. 1 IS A PACIFIC COUNTY DISK SET IN CONCRETE 10
 SC2310'INCHES IN DIAMETER PROJECTING 4 INCHES ABOVE GROUND.  R.M. NO. 1 IS
 SC2310'EAST OF STATION ABOUT 2 FEET LOWER IN ELEVATION AND LOCATED NORTH
 SC2310'OF THE DIRT ROAD.
 SC2310'
 SC2310'REFERENCE MARK NO. 2 IS A PACIFIC COUNTY DISK SET IN CONCRETE 10
 SC2310'INCHES IN DIAMETER PROJECTING 4 INCHES ABOVE GROUND.  R.M. NO. 2 IS
 SC2310'SOUTH OF THE STATION ABOUT 3 FEET LOWER IN ELEVATION AND SOUTH OF
 SC2310'THE ROAD.
 SC2310'
 SC2310'A.B.P.A. CONTROL STATION STAMPED BONNEVILLE PWR D-73 TOP BEING A
 SC2310'BRASS DISK BRAZED ONTO A 1-1/4 IRON PIPE SOUTH-SOUTHWEST OF THE
 SC2310'STATION.
 SC2310'
 SC2310'NEAREST TOWN--LONG BEACH.
 SC2310
 SC2310                          STATION RECOVERY (1982)
 SC2310
 SC2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 SC2310'RECOVERED AS DESCRIBED.
 SC2310
 SC2310                          STATION RECOVERY (1983)
 SC2310
 SC2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAW)
 SC2310'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1871 ***********************************************************************
 TR1871  DESIGNATION -  CHUCKANUT RESET
 TR1871  PID         -  TR1871
 TR1871  STATE/COUNTY-  WA/WHATCOM
 TR1871  USGS QUAD   -  ELIZA ISLAND (1995)
 TR1871
 TR1871                         *CURRENT SURVEY CONTROL
 TR1871  ___________________________________________________________________
 TR1871* NAD 83(1991)-  48 40 06.75397(N)    122 30 41.99348(W)     ADJUSTED  
 TR1871* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1871  ___________________________________________________________________
 TR1871  LAPLACE CORR-           7.98  (seconds)                    DEFLEC99
 TR1871  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 TR1871
 TR1871  HORZ ORDER  -  SECOND
 TR1871
 TR1871.The horizontal coordinates were established by classical geodetic methods
 TR1871.and adjusted by the National Geodetic Survey in December 1991..
 TR1871
 TR1871.The orthometric height was scaled from a topographic map.
 TR1871
 TR1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1871
 TR1871.The geoid height was determined by GEOID03.
 TR1871
 TR1871;                    North         East     Units Scale Factor Converg.
 TR1871;SPC WA N     -   186,866.391   376,391.873   MT  0.99998846   -1 14 58.4
 TR1871;SPC WA N     -   613,077.48  1,234,879.00   sFT  0.99998846   -1 14 58.4
 TR1871;UTM  10      - 5,390,725.373   535,954.419   MT  0.99961588   +0 22 00.1
 TR1871
 TR1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1871!SPC WA N     -   1.00000291  x   0.99998846  =   0.99999137
 TR1871!UTM  10      -   1.00000291  x   0.99961588  =   0.99961879
 TR1871
 TR1871|---------------------------------------------------------------------|
 TR1871| PID    Reference Object                     Distance      Geod. Az  |
 TR1871|                                                           dddmmss.s |
 TR1871| CF7677 CHUCKANUT RM 1                        3.485 METERS 22303     |
 TR1871| TR1873 FRANCES                             APPROX. 7.9 KM 2975826.9 |
 TR1871| TR1874 FRANCES 2                           APPROX. 7.9 KM 2975909.6 |
 TR1871| CF7678 CHUCKANUT RM 2                        2.563 METERS 30448     |
 TR1871|---------------------------------------------------------------------|
 TR1871
 TR1871                          SUPERSEDED SURVEY CONTROL
 TR1871
 TR1871  NAD 83(1986)-  48 40 06.75565(N)    122 30 41.99767(W) AD(       ) 2
 TR1871  NAD 27      -  48 40 07.36900(N)    122 30 37.39000(W) AD(       ) 2
 TR1871
 TR1871.Superseded values are not recommended for survey control.
 TR1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1871.See file dsdata.txt to determine how the superseded data were derived.
 TR1871
 TR1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3595490725(NAD 83)
 TR1871_MARKER: H = DRILL HOLE
 TR1871_SETTING: 66 = SET IN ROCK OUTCROP
 TR1871_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TR1871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR1871+STABILITY: POSITION/ELEVATION WELL
 TR1871
 TR1871  HISTORY     - Date     Condition        Report By
 TR1871  HISTORY     - 1887     MONUMENTED       CGS
 TR1871  HISTORY     - 1905     SEE DESCRIPTION  CGS
 TR1871  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TR1871  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1871  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1871  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR1871  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TR1871  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 TR1871
 TR1871                          STATION DESCRIPTION
 TR1871
 TR1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (JJG)
 TR1871'ON BELLINGHAM BAY ON THE POINT FORMING THE S ENTRANCE TO CHUCKANUT
 TR1871'BAY.  ANY FURTHER AROUND THE POINT TO THE NORTHWARD WOULD SHUT OUT
 TR1871'POINT WILLIAMS.  SEES STATION HODGE AND AROUND TO CHUCKANUT ROCK.
 TR1871'
 TR1871'THE STATION IS 10 PACES BACK FROM HIGH-WATER MARK, UP A SHELVING
 TR1871'ROCK, AND IS JUST AT THE EDGE OF THE GRASS, SOME OF THE SOD HAVING
 TR1871'BEEN REMOVED TO FIND A LEVEL SPOT.  IT IS ABOUT 10 FEET ABOVE
 TR1871'TIDES.
 TR1871'
 TR1871'THE TOP HAS BEEN CUT FROM A SMALL FIR BUSH JUST IN LINE TO WILLIAM
 TR1871'POINT.  BUSH IS DISTANT 10 FEET.  IT GROWS FROM A LOWER BENCH.
 TR1871'
 TR1871'STATION IS MARKED BY A 1/2-INCH HOLE, 2 INCHES DEEP IN SOLID ROCK.
 TR1871
 TR1871                          STATION RECOVERY (1905)
 TR1871
 TR1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1905 (RBR)
 TR1871'STATION RECOVERED.
 TR1871'
 TR1871'REFERENCE MARK ADDED AT THIS TIME IS AN ARROW CUT IN SOLID ROCK
 TR1871'IN LINE TO STATION TOWN, DISTANCE FROM STATION MARK 12.0 FEET TO
 TR1871'POINT OF ARROW.  ARROW POINTS TO STATION.
 TR1871
 TR1871                          STATION RECOVERY (1914)
 TR1871
 TR1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914 (FHH)
 TR1871'FOUND STATION AND ARROW REFERENCE MARK AS DESCRIBED.  PUT IN
 TR1871'STANDARD STATION AND REFERENCE MARK IN CEMENT FLUSH WITH SURFACE
 TR1871'OF ROCK.  REFERENCE MARK IN RANGE WITH S TANGENT OF VENDOVI ISLAND,
 TR1871'DISTANT 11.5 FEET.  WHERE SEHOME HILL CUTS INTO RIDGE ON NE SIDE
 TR1871'OF CHUCKANUT BAY WITH CENTER OF CHUCKANUT ROCK.  TRIANGLE BLAZED
 TR1871'ON SMALL SPRUCE TREE TO NE 21.0 FEET DISTANT FROM STATION CENTER.
 TR1871
 TR1871                          STATION RECOVERY (1941)
 TR1871
 TR1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCB)
 TR1871'STATION MARK AND ONE REFERENCE MARK, STANDARD DISKS, WERE FOUND.
 TR1871'
 TR1871'AN ADDITIONAL REFERENCE MARK WAS ADDED.
 TR1871
 TR1871                          STATION RECOVERY (1941)
 TR1871
 TR1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS)
 TR1871'THE OLD DESCRIPTION IS ADEQUATE FOR RECOVERY.  ADDITIONS AND
 TR1871'CORRECTIONS ARE INCORPORATED IN THE FOLLOWING--THE STATION IS ON
 TR1871'THE EXTREME WESTERNMOST POINT OF CHUCKANUT POINT AT THE S SIDE OF
 TR1871'CHUCKANUT BAY AND ABOUT 1/2 MILE W OF THE GREAT NORTHERN
 TR1871'RAILROAD.  IT IS ABOUT 1/2 MILE SW OF THE CHUCKANUT BAY
 TR1871'SETTLEMENT.
 TR1871'
 TR1871'THE STATION MARK IS A STANDARD DISK SET IN ROCK, ABOUT 10 FEET
 TR1871'ABOVE HIGH WATER, AT THE EDGE OF THE GRASS.  IT IS STAMPED
 TR1871'CHUCKANUT 1887.
 TR1871'
 TR1871'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN ROCK, AND STAMPED
 TR1871'CHUCKANUT NO.1 1914.
 TR1871'
 TR1871'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN ROCK, AND STAMPED
 TR1871'CHUCKANUT NO.2 1941.
 TR1871'
 TR1871'TO REACH FROM BELLINGHAM, GO S ON U.S. HIGHWAY 99 ALTERNATE, ALONG
 TR1871'THE SHORE LINE 6.6 MILES TO A GRAVEL ROAD TO THE RIGHT SIGN,
 TR1871'CHUCKANUT PT. RD.  TURN RIGHT AND GO DOWN GRADE ABOUT 1/4 MILE TO
 TR1871'THE POINT WHERE THE ROAD PASSES OVER THE RAILROAD TUNNEL AND AN
 TR1871'OPEN AREA AT THE LEFT OF THE ROAD (END OF TRUCK TRAVEL).  GO S
 TR1871'ALONG BRUSH TRAIL ABOUT 200 YARDS TO A CURVE TO THE RIGHT ALONG
 TR1871'THE BLUFFS.  GO DOWN A STEEP SLIDE TRAIL TO THE LEFT TO THE
 TR1871'RAILROAD TRACK AND CONTINUE S ALONG THE TRACK ABOUT 200 YARDS
 TR1871'TO A HANDCAR PARKING PLATFORM TO THE RIGHT AT THE S END OF A
 TR1871'DEEP CUT.  TURN RIGHT AND FOLLOW A BLAZED TRAIL THROUGH THE
 TR1871'BRUSH, WHICH CROSSES THE STREAM AT THE HEAD OF THE BAY NEAR THE
 TR1871'BEACH, THEN ALONG THE BLUFFS TO THE WESTWARD AND ALONG THE
 TR1871'TOP OF THE RIDGE TO THE END OF THE POINT AND THE STATION.  A NEW
 TR1871'TRAIL WAS CLEARED AND BLAZED IN 1941, FOLLOWING IN PART AN OLD
 TR1871'SKID ROAD.  CHUCKANUT ISLAND IS JUST SHUT OUT TO THE
 TR1871'EASTWARD.
 TR1871
 TR1871                          STATION RECOVERY (1950)
 TR1871
 TR1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1871'RECOVERED.  ABOUT 6-1/2 MILES S OF BELLINGHAM, ON THE E SIDE OF
 TR1871'BELLINGHAM BAY, ON CHUCKANUT POINT BETWEEN CHUCKANUT BAY AND SAMISH
 TR1871'BAY, ON THE MOST W TANGENT OF THE POINT, ON A SANDSTONE LEDGE,
 TR1871'ABOUT 10 FEET ABOVE HIGH WATER, AT THE EDGE OF THE GRASS LINE.  IT
 TR1871'IS A STANDARD DISK, STAMPED CHUCKANUT 1887, CEMENTED IN A DRILL
 TR1871'HOLE, FLUSH WITH THE SURFACE.
 TR1871'
 TR1871'R.M. 1 IS SW OF THE STATION.  IT IS A STANDARD REFERENCE DISK,
 TR1871'STAMPED CHUCKANUT NO 1 1914, CEMENTED IN A DRILL HOLE, FLUSH WITH
 TR1871'THE SURFACE OF A SANDSTONE LEDGE.
 TR1871'
 TR1871'R.M. 2 IS NW OF THE STATION.  IT IS A STANDARD REFERENCE DISK,
 TR1871'STAMPED CHUCKANUT NO 2 1941, CEMENTED IN A DRILL HOLE, FLUSH WITH
 TR1871'THE SURFACE OF A SANDSTONE LEDGE.
 TR1871'
 TR1871'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR1871
 TR1871                          STATION RECOVERY (1970)
 TR1871
 TR1871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBW)
 TR1871'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1871'CONDITION.
 TR1871'
 TR1871'THE STATION IS A STANDARD DISK STAMPED CHUCKANUT 1887.
 TR1871'
 TR1871'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CHUCKANUT 1914
 TR1871'NO 1.
 TR1871'
 TR1871'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CHUCKANUT 1941
 TR1871'NO 2.
 TR1871'
 TR1871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1871'5 N.M. SOUTH OF BELLINGHAM.
 TR1871
 TR1871                          STATION RECOVERY (1972)
 TR1871
 TR1871'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (LS)
 TR1871'RECOVERED BY JEPSON ASSOC.
 TR1871'
 TR1871'TRIANGULATION STATION FAIR
 TR1871'
 TR1871'CHUCKANUT GOOD
 TR1871'
 TR1871'BOTH REFERENCE MARKS WERE ALSO RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1113 ***********************************************************************
 SX1113  DESIGNATION -  CHUMSTICK
 SX1113  PID         -  SX1113
 SX1113  STATE/COUNTY-  WA/CHELAN
 SX1113  USGS QUAD   -  CHUMSTICK MTN (1987)
 SX1113
 SX1113                         *CURRENT SURVEY CONTROL
 SX1113  ___________________________________________________________________
 SX1113* NAD 83(1991)-  47 39 02.21172(N)    120 27 04.53294(W)     ADJUSTED  
 SX1113* NAVD 88     -      1772.3    (meters)    5815.     (feet)  VERTCON   
 SX1113  ___________________________________________________________________
 SX1113  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 SX1113  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SX1113
 SX1113  HORZ ORDER  -  FIRST
 SX1113
 SX1113.The horizontal coordinates were established by classical geodetic methods
 SX1113.and adjusted by the National Geodetic Survey in December 1991..
 SX1113
 SX1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1113
 SX1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1113
 SX1113.The geoid height was determined by GEOID03.
 SX1113
 SX1113;                    North         East     Units Scale Factor Converg.
 SX1113;SPC WA N     -    72,407.797   528,703.577   MT  0.99997531   +0 17 04.1
 SX1113;SPC WA N     -   237,557.91  1,734,588.32   sFT  0.99997531   +0 17 04.1
 SX1113;UTM  10      - 5,280,615.849   691,399.004   MT  1.00005020   +1 53 03.2
 SX1113
 SX1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1113!SPC WA N     -   0.99972521  x   0.99997531  =   0.99970053
 SX1113!UTM  10      -   0.99972521  x   1.00005020  =   0.99977540
 SX1113
 SX1113:                Primary Azimuth Mark                     Grid Az
 SX1113:SPC WA N     -  CHUMSTICK AZ MK                          000 56 56.1
 SX1113:UTM  10      -  CHUMSTICK AZ MK                          359 20 57.0
 SX1113
 SX1113|---------------------------------------------------------------------|
 SX1113| PID    Reference Object                     Distance      Geod. Az  |
 SX1113|                                                           dddmmss.s |
 SX1113| CF1222 CHUMSTICK AZ MK                                    0011400.2 |
 SX1113| SX1112 CHUMSTICK FOREST SERVICE LOH         10.555 METERS 15051     |
 SX1113| CF1223 CHUMSTICK RM 1                       13.506 METERS 17313     |
 SX1113| CF1224 CHUMSTICK RM 2                       31.740 METERS 29240     |
 SX1113| SX1192 SUGARLOAF LOOKOUT HOUSE             APPROX.13.2 KM 3340506.3 |
 SX1113|---------------------------------------------------------------------|
 SX1113
 SX1113                          SUPERSEDED SURVEY CONTROL
 SX1113
 SX1113  NAD 83(1986)-  47 39 02.21196(N)    120 27 04.51438(W) AD(       ) 1
 SX1113  NAD 27      -  47 39 02.76200(N)    120 27 00.21300(W) AD(       ) 1
 SX1113  NGVD 29 (07/19/86) 1771.0    (m)         5810.     (f) VERT ANG       
 SX1113
 SX1113.Superseded values are not recommended for survey control.
 SX1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1113.See file dsdata.txt to determine how the superseded data were derived.
 SX1113
 SX1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9139980616(NAD 83)
 SX1113_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1113_SETTING: 66 = SET IN ROCK OUTCROP
 SX1113_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 SX1113_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX1113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1113+STABILITY: POSITION/ELEVATION WELL
 SX1113
 SX1113  HISTORY     - Date     Condition        Report By
 SX1113  HISTORY     - 1940     MONUMENTED       CGS
 SX1113  HISTORY     - 1941     GOOD             CGS
 SX1113
 SX1113                          STATION DESCRIPTION
 SX1113
 SX1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SX1113'STATION IS LOCATED ABOUT 10.0 MILES NE OF LEAVENWORTH AND ABOUT 8.5
 SX1113'MILES N OF CASHMERE ON THE HIGHEST POINT OF CHUMSTICK MOUNTAIN.
 SX1113'
 SX1113'STATION MARK IS A STANDARD DISK STAMPED CHUMSTICK 1940, SET IN A
 SX1113'DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS 25.2 FEET N OF
 SX1113'THE NW CORNER OF LOOKOUT HOUSE, 33.6 FEET N OF THE NE CORNER OF
 SX1113'LOOKOUT HOUSE, AND 18.5 FEET E OF THE CENTER LINE OF ROAD.
 SX1113'
 SX1113'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED CHUMSTICK NO.1 1940,
 SX1113'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND ABOUT 2.0 FEET
 SX1113'LOWER THAN THE STATION.  IT IS 8.3 FEET SW OF THE SW CORNER OF
 SX1113'LOOKOUT HOUSE, AND 6.0 FEET E OF THE CENTER LINE OF ROAD.
 SX1113'
 SX1113'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED CHUMSTICK NO.2 1940,
 SX1113'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND ABOUT 10.0 FEET
 SX1113'LOWER THAN THE STATION.  IT IS 85.0 FEET NNW OF THE CENTER LINE OF
 SX1113'ROAD.
 SX1113'
 SX1113'AZIMUTH MARK IS A STANDARD DISK SET IN OUTCROPPING BEDROCK FLUSH
 SX1113'WITH THE GROUND.  IT IS ON THE TOP OF A HOGBACK RIDGE 0.3 MILES N OF
 SX1113'THE STATION AND 100 YARDS N OF THE CENTER LINE OF THE ROAD.  THERE
 SX1113'IS A HIGHER GROUP OF OUTCROPPING BEDROCK ABOUT 10 FEET E OF THE
 SX1113'MARK.  IT IS STAMPED CHUMSTICK 1940.
 SX1113
 SX1113                          STATION RECOVERY (1941)
 SX1113
 SX1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SX1113'STATION, REFERENCE, AND AZIMUTH MARKS WERE FOUND AS DESCRIBED AND IN
 SX1113'GOOD CONDITION.
 SX1113'
 SX1113'REACHED FROM THE ALPINE THEATER IN LEAVENWORTH BY GOING E FOR 0.4
 SX1113'MILE TO STATE HIGHWAY 15.  THENCE CROSS HIGHWAY 15 AND GO PAST
 SX1113'STANDARD OIL COMPANY TANKS ON GRAVELED ROAD N AND THEN E FOR 0.5
 SX1113'MILE TO A FORKS.  THENCE LEFT FORK AND GO N FOR 1.6 MILES TO A FORKS.
 SX1113'THENCE TURN RIGHT AND GO E UP EAGLE CREEK ROAD FOR 5.9 MILES TO THE
 SX1113'INTERSECTION OF THREE ROADS.  THENCE KEEP STRAIGHT AHEAD ON THE
 SX1113'MIDDLE ROAD FOR 0.1 MILE TO A FORKS AT SIGN DARBY PASS 5 MI.
 SX1113'THENCE TAKE RIGHT FORK AND GO 2.6 MILES TO A FORKS.  THENCE TAKE
 SX1113'RIGHT FORK AND GO 2.7 MILES TO THE TOP OF THE PASS AT SIGN
 SX1113'CASHMERE 15, NAHIHUM PASS 7, OLLALIE PASS 5.  THENCE TURN BACK TO
 SX1113'THE LEFT UP HILL AND GO 3.5 MILES TO A FORKS AT A SIGN CHUMSTICK
 SX1113'L.O. 5 MI.  THENCE TAKE LEFT FORK AND GO 0.1 MILE.  THENCE LEFT FORK
 SX1113'AND GO 2.9 MILES SOUTHEASTWARD TO A SIGN MILLS CANYON.  THENCE LEFT
 SX1113'FORK UP GRADE OF CHUMSTICK MOUNTAIN AND NORTHWARD FOR 1.4 MILES TO
 SX1113'A FORKS.  (THE AZIMUTH MARK IS REACHED BY GOING NORTHWARD ON THE
 SX1113'MAIN-TRAVELED ROAD FOR 0.4 MILE FROM THIS POINT.  THENCE LEAVE TRUCK
 SX1113'AND WALK N UP STEEP HILL ABOUT 100 YARDS TO THE TOP OF THE HILL.)
 SX1113'TAKE LEFT FORK AND GO S 0.2 MILE TO THE TOP OF CHUMSTICK MOUNTAIN
 SX1113'AND STATION.
 SX1113'
 SX1113'THIS MEASUREMENT WAS FOUND TO DIFFER FROM THE 1940 MEASUREMENT BY
 SX1113'0.006 METER, 0.018 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1112 ***********************************************************************
 SX1112  DESIGNATION -  CHUMSTICK FOREST SERVICE LOH
 SX1112  PID         -  SX1112
 SX1112  STATE/COUNTY-  WA/CHELAN
 SX1112  USGS QUAD   -  CHUMSTICK MTN (1987)
 SX1112
 SX1112                         *CURRENT SURVEY CONTROL
 SX1112  ___________________________________________________________________
 SX1112* NAD 83(1991)-  47 39 01.91345(N)    120 27 04.28570(W)     ADJUSTED  
 SX1112* NAVD 88     -                                                        
 SX1112  ___________________________________________________________________
 SX1112  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 SX1112  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SX1112
 SX1112  HORZ ORDER  -  THIRD
 SX1112
 SX1112.The horizontal coordinates were established by classical geodetic methods
 SX1112.and adjusted by the National Geodetic Survey in December 1991..
 SX1112
 SX1112
 SX1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1112
 SX1112.The geoid height was determined by GEOID03.
 SX1112
 SX1112;                    North         East     Units Scale Factor Converg.
 SX1112;SPC WA N     -    72,398.611   528,708.782   MT  0.99997532   +0 17 04.2
 SX1112;SPC WA N     -   237,527.78  1,734,605.40   sFT  0.99997532   +0 17 04.2
 SX1112;UTM  10      - 5,280,606.812   691,404.464   MT  1.00005022   +1 53 03.4
 SX1112
 SX1112                          SUPERSEDED SURVEY CONTROL
 SX1112
 SX1112  NAD 83(1986)-  47 39 01.91350(N)    120 27 04.26799(W) AD(       ) 4
 SX1112  NAD 27      -  47 39 02.46400(N)    120 26 59.96600(W) AD(       ) 3
 SX1112
 SX1112.Superseded values are not recommended for survey control.
 SX1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1112.See file dsdata.txt to determine how the superseded data were derived.
 SX1112
 SX1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT9140480607(NAD 83)
 SX1112_MARKER: 73 = LOOKOUT HOUSE
 SX1112
 SX1112  HISTORY     - Date     Condition        Report By
 SX1112  HISTORY     - 1940     FIRST OBSERVED   CGS
 SX1112  HISTORY     - 1950     GOOD             CGS
 SX1112
 SX1112                          STATION DESCRIPTION
 SX1112
 SX1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SX1112'STATION IS LOCATED ABOUT 10 MILES NE OF LEAVENWORTH AND 8.5 MILES
 SX1112'N OF CASHMERE, ON CHUMSTICK MOUNTAIN.  IT IS IN THE WENATCHEE
 SX1112'NATIONAL FOREST.  THE CENTER OF THE HOUSE WAS INTERSECTED.
 SX1112
 SX1112                          STATION RECOVERY (1950)
 SX1112
 SX1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SX1112'THE STATION IS LOCATED ON THE SUMMIT OF CHUMSTICK MOUNTAIN AND IN
 SX1112'THE CHELAN NATIONAL FOREST.  IT IS ABOUT 10 MILES, AIR LINE, WNW
 SX1112'OF ORONODO, ABOUT 10 MILES, AIR LINE, W OF ENTIAT, AND ABOUT
 SX1112'17-1/2 MILES, AIR LINE, NNW OF WENATCHEE.
 SX1112'
 SX1112'STATION IS A STANDARD 14-FOOT SQUARE WOODEN BUILDING THAT SITS ON
 SX1112'THE GROUND.  THE BUILDING HAS A PEAKED ROOF THAT IS ABOUT 12 FEET
 SX1112'ABOVE THE GROUND.  THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1152 ***********************************************************************
 SW1152  CBN         -  This is a Cooperative Base Network Control Station.
 SW1152  DESIGNATION -  CHURCH
 SW1152  PID         -  SW1152
 SW1152  STATE/COUNTY-  WA/LINCOLN
 SW1152  USGS QUAD   -  ROCKLYN SE (1969)
 SW1152
 SW1152                         *CURRENT SURVEY CONTROL
 SW1152  ___________________________________________________________________
 SW1152* NAD 83(1998)-  47 33 03.70133(N)    118 19 07.31278(W)     ADJUSTED  
 SW1152* NAVD 88     -       732.4    (meters)    2403.     (feet)  VERTCON   
 SW1152  ___________________________________________________________________
 SW1152  X           -  -2,046,059.969 (meters)                     COMP
 SW1152  Y           -  -3,796,976.739 (meters)                     COMP
 SW1152  Z           -   4,683,854.934 (meters)                     COMP
 SW1152  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 SW1152  ELLIP HEIGHT-         713.10  (meters)          (07/03/01) GPS OBS
 SW1152  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 SW1152
 SW1152  HORZ ORDER  -  B
 SW1152  ELLP ORDER  -  FIFTH     CLASS I
 SW1152
 SW1152.The horizontal coordinates were established by GPS observations
 SW1152.and adjusted by the National Geodetic Survey in July 2001..
 SW1152.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW1152.DATUM ITEM on the data sheet items page.
 SW1152
 SW1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1152
 SW1152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW1152
 SW1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1152
 SW1152.The ellipsoidal height was determined by GPS observations
 SW1152.and is referenced to NAD 83.
 SW1152
 SW1152.The geoid height was determined by GEOID03.
 SW1152
 SW1152;                    North         East     Units Scale Factor Converg.
 SW1152;SPC WA N     -    64,356.603   689,242.534   MT  0.99999087   +1 52 19.9
 SW1152;SPC WA N     -   211,143.29  2,261,289.88   sFT  0.99999087   +1 52 19.9
 SW1152;UTM  11      - 5,267,243.402   400,781.370   MT  0.99972098   -0 58 23.2
 SW1152
 SW1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1152!SPC WA N     -   0.99988824  x   0.99999087  =   0.99987911
 SW1152!UTM  11      -   0.99988824  x   0.99972098  =   0.99960925
 SW1152
 SW1152:                Primary Azimuth Mark                     Grid Az
 SW1152:SPC WA N     -  CHURCH AZ MK                             090 16 36.1
 SW1152:UTM  11      -  CHURCH AZ MK                             093 07 19.2
 SW1152
 SW1152|---------------------------------------------------------------------|
 SW1152| PID    Reference Object                     Distance      Geod. Az  |
 SW1152|                                                           dddmmss.s |
 SW1152| SW1595 CHURCH AZ MK                                       0920856.0 |
 SW1152| SW1151 ZION METH CH OF ROCKLYN STPL        APPROX. 0.7 KM 0934344.4 |
 SW1152| SW1593 CHURCH RM 1                          46.458 METERS 23729     |
 SW1152| SW1594 CHURCH RM 2                          26.051 METERS 28233     |
 SW1152|---------------------------------------------------------------------|
 SW1152
 SW1152                          SUPERSEDED SURVEY CONTROL
 SW1152
 SW1152  NAD 83(1991)-  47 33 03.70022(N)    118 19 07.31249(W) AD(       ) B
 SW1152  ELLIP H (05/29/91)  713.22   (m)                       GP(       ) 4 1
 SW1152  NAD 83(1986)-  47 33 03.71206(N)    118 19 07.30499(W) AD(       ) 1
 SW1152  NAD 27      -  47 33 04.15808(N)    118 19 03.38060(W) AD(       ) 1
 SW1152  NGVD 29 (07/19/86)  731.2    (m)         2399.     (f) VERT ANG       
 SW1152
 SW1152.Superseded values are not recommended for survey control.
 SW1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1152.See file dsdata.txt to determine how the superseded data were derived.
 SW1152
 SW1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN0078167243(NAD 83)
 SW1152_MARKER: DS = TRIANGULATION STATION DISK
 SW1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1152_SP_SET: CONCRETE POST
 SW1152_STAMPING: CHURCH 1968
 SW1152_MARK LOGO: CGS   
 SW1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1152+STABILITY: SURFACE MOTION
 SW1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1152+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 SW1152
 SW1152  HISTORY     - Date     Condition        Report By
 SW1152  HISTORY     - 1968     MONUMENTED       CGS
 SW1152  HISTORY     - 1968     GOOD             CGS
 SW1152  HISTORY     - 19890816 GOOD             NGS
 SW1152  HISTORY     - 19900907 GOOD
 SW1152
 SW1152                          STATION DESCRIPTION
 SW1152
 SW1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SW1152'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHWEST OF DAVENPORT,
 SW1152'5-1/2 MILES NORTH-NORTHWEST OF HARRINGTON AND ON PROPERTY OWNED BY
 SW1152'MR. CARL MIELKE.
 SW1152'
 SW1152'TO REACH THE STATION FROM THE POST OFFICE IN HARRINGTON, GO WEST
 SW1152'ON PAVED STREET FOR 0.15 MILE TO STATE HIGHWAY 28.  TURN RIGHT AND
 SW1152'GO NORTH ON STATE HIGHWAY 28 FOR 0.25 MILE TO A CROSSROAD.  TURN
 SW1152'LEFT AND GO WEST ON PAVED ROAD FOR 1.85 MILE TO A Y-FORK.  KEEP
 SW1152'RIGHT FORK AND GO NORTHERLY FOR 3.25 MILES TO A CROSSROAD AND
 SW1152'SIGN CHURCH ROAD.  TURN LEFT AND GO WESTERLY ON GRAVELED ROAD FOR
 SW1152'1.55 MILE TO A REVERSE Y-FORK.  (TURN RIGHT AND GO EAST FOR 0.15
 SW1152'MILE TO A CHURCH AND THE AZIMUTH MARK ON THE RIGHT.) BEAR LEFT
 SW1152'AND CONTINUE WESTERLY FOR 0.35 MILE TO TOP OF SMALL HILL AND
 SW1152'THE STATION ON THE RIGHT.
 SW1152'
 SW1152'THE STATION MARK IS A STANDARD DISK, STAMPED CHURCH 1968, SET IN
 SW1152'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 20-INCHES
 SW1152'BELOW THE GROUND SURFACE.  IT IS 54 FEET NORTH OF THE CENTER OF
 SW1152'A GRAVELED ROAD, 40.8 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 SW1152'CYCLONE FENCE, 19.0 FEET SOUTH OF A CYCLONE FENCE AND 2.4 FEET
 SW1152'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 SW1152'
 SW1152'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHURCH NO 1 1968, SET
 SW1152'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SW1152'3-INCHES.  IT IS 152.3 FEET SOUTHWEST OF THE METAL WITNESS POST
 SW1152'WITH SIGN ATTACHED, 30 FEET SOUTH OF THE CENTER OF THE GRAVELED
 SW1152'ROAD AND 3.3 FEET EAST OF A POWER LINE POLE.
 SW1152'
 SW1152'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHURCH NO 2 1968, SET
 SW1152'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SW1152'2-INCHES.  IT IS 71 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 SW1152'1.1 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND
 SW1152'1 FOOT SOUTH OF THE CYCLONE FENCE.
 SW1152'
 SW1152'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHURCH 1968, SET IN
 SW1152'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SW1152'1-INCH.  IT IS 109 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 SW1152'ZION METHODIST CHURCH, 24 FEET SOUTH OF THE CENTER OF A GRAVELED
 SW1152'ROAD, 2.5 FEET WEST OF A POWER LINE POLE AND 2.4 FEET EAST OF A
 SW1152'METAL WITNESS POST WITH SIGN ATTACHED.
 SW1152
 SW1152                          STATION RECOVERY (1968)
 SW1152
 SW1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 SW1152'RECOVERED IN GOOD CONDITION.
 SW1152
 SW1152                          STATION RECOVERY (1989)
 SW1152
 SW1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SW1152'THE STATION IS LOCATED ABOUT 16.9 KM (10.5 MI) SOUTHWEST OF DAVENPORT,
 SW1152'16.1 KM (10.0 MI) WEST-NORTHWEST OF EDWALL, 8.8 KM (5.5 MI)
 SW1152'NORTH-NORTHWEST OF HARRINGTON, AT AN ABANDONED MISSILE SITE AND ON
 SW1152'PROPERTY OWNED BY MR. CARL MIELK WHO LIVES 1/4 MILE WEST OF THE
 SW1152'STATION.
 SW1152'TO REACH FROM THE POST OFFICE IN HARRINGTON AT THE INTERSECTION OF
 SW1152'MAIN STREET AND FOURTH STREET, GO WEST ON MAIN STREET FOR 0.32 KM
 SW1152'(0.20 MI) TO THE JUNCTION OF STATE ROUTE 28.  TURN RIGHT AND GO NORTH
 SW1152'ON STATE ROUTE 28 FOR 0.32 KM (0.20 MI) TO A CROSS ROAD.  TURN LEFT
 SW1152'AND GO WEST ON THE SURFACED ROAD FOR 2.98 KM (1.85 MI) TO A FORK.
 SW1152'TAKE THE RIGHT FORK AND CONTINUE NORTH ON THE SURFACED ROAD FOR 5.23
 SW1152'KM (3.25 MI) TO A CROSS ROAD.  TURN LEFT AND GO WEST ON THE GRAVELED
 SW1152'ROAD FOR 1.77 KM (1.10 MI) TO A REVERSE FORK.  TAKE THE LEFT FORK AND
 SW1152'GO WEST ON THE GRAVELED ROAD FOR 0.48 KM (0.30 MI) TO THE TOP OF THE
 SW1152'HILL AND THE STATION ON THE RIGHT.
 SW1152'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 SW1152'RECESSED 0.51 M (1.67 FT) BELOW THE GROUND SURFACE.  IT IS 46.3 M
 SW1152'(151.9 FT) NORTHEAST OF REFERENCE MARK NUMBER 1, 40.54 M (133.00 FT)
 SW1152'NORTHWEST OF A POWER LINE POLE, 27.1 M (88.9 FT) SOUTH-SOUTHWEST OF
 SW1152'THE SOUTHEAST CORNER OF THE ROOF OF THE MISSILE BUNKER, 16.5 M
 SW1152'(54.1 FT) NORTH OF THE CENTER OF THE ROAD AND 0.3 M (1.0 FT) NORTH OF
 SW1152'A CARSONITE WITNESS POST THAT HAS BEEN DRIVEN TO WITHIN 5 CM (2
 SW1152'INCHES) OF BEING FLUSH WITH THE GROUND SURFACE.
 SW1152
 SW1152                          STATION RECOVERY (1990)
 SW1152
 SW1152'RECOVERED 1990
 SW1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0534 ***********************************************************************
 TQ0534  DESIGNATION -  CHURCH
 TQ0534  PID         -  TQ0534
 TQ0534  STATE/COUNTY-  WA/WHATCOM
 TQ0534  USGS QUAD   -  GLACIER (1989)
 TQ0534
 TQ0534                         *CURRENT SURVEY CONTROL
 TQ0534  ___________________________________________________________________
 TQ0534* NAD 83(1991)-  48 55 41.83707(N)    121 52 58.25875(W)     ADJUSTED  
 TQ0534* NAVD 88     -      1926.26   (+/-2cm)    6319.7    (feet)  VERTCON   
 TQ0534  ___________________________________________________________________
 TQ0534  LAPLACE CORR-          18.13  (seconds)                    DEFLEC99
 TQ0534  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 TQ0534
 TQ0534  HORZ ORDER  -  FIRST
 TQ0534  VERT ORDER  -  THIRD ? (See Below)
 TQ0534
 TQ0534.The horizontal coordinates were established by classical geodetic methods
 TQ0534.and adjusted by the National Geodetic Survey in December 1991..
 TQ0534
 TQ0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0534.The vertical order pertains to the NGVD 29 superseded value.
 TQ0534
 TQ0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0534
 TQ0534.The geoid height was determined by GEOID03.
 TQ0534
 TQ0534;                    North         East     Units Scale Factor Converg.
 TQ0534;SPC WA N     -   214,928.476   423,093.933   MT  1.00004252   -0 46 53.0
 TQ0534;SPC WA N     -   705,144.51  1,388,100.68   sFT  1.00004252   -0 46 53.0
 TQ0534;UTM  10      - 5,420,085.396   581,827.738   MT  0.99968226   +0 50 32.1
 TQ0534
 TQ0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0534!SPC WA N     -   0.99970113  x   1.00004252  =   0.99974363
 TQ0534!UTM  10      -   0.99970113  x   0.99968226  =   0.99938348
 TQ0534
 TQ0534:                Primary Azimuth Mark                     Grid Az
 TQ0534:SPC WA N     -  MC GUIRE                                 035 08 03.5
 TQ0534:UTM  10      -  MC GUIRE                                 033 30 38.4
 TQ0534
 TQ0534|---------------------------------------------------------------------|
 TQ0534| PID    Reference Object                     Distance      Geod. Az  |
 TQ0534|                                                           dddmmss.s |
 TQ0534| TQ0593 MC GUIRE                            APPROX.14.2 KM 0342110.5 |
 TQ0534| TQ0530 BACON                               APPROX.39.8 KM 1374954.2 |
 TQ0534| TQ0533 SISTERS                             APPROX.26.0 KM 1971226.0 |
 TQ0534|---------------------------------------------------------------------|
 TQ0534
 TQ0534                          SUPERSEDED SURVEY CONTROL
 TQ0534
 TQ0534  NAD 83(1986)-  48 55 41.84234(N)    121 52 58.25098(W) AD(       ) 1
 TQ0534  NAD 27      -  48 55 42.41000(N)    121 52 53.68600(W) AD(       ) 1
 TQ0534  NGVD 29 (07/19/86) 1925.00   (m)         6315.6    (f) LEVELING    3  
 TQ0534
 TQ0534.Superseded values are not recommended for survey control.
 TQ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0534.See file dsdata.txt to determine how the superseded data were derived.
 TQ0534
 TQ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV8182820085(NAD 83)
 TQ0534_MARKER: DD = SURVEY DISK
 TQ0534_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0534_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TQ0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0534+STABILITY: POSITION/ELEVATION WELL
 TQ0534
 TQ0534  HISTORY     - Date     Condition        Report By
 TQ0534  HISTORY     - 1925     MONUMENTED       CGS
 TQ0534  HISTORY     - 1935     GOOD             IBC
 TQ0534  HISTORY     - 1939     GOOD             CGS
 TQ0534  HISTORY     - 1939     GOOD             USGS
 TQ0534  HISTORY     - 1950     GOOD             USGS
 TQ0534
 TQ0534                          STATION DESCRIPTION
 TQ0534
 TQ0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TQ0534'ON THE HIGHEST POINT ON THE WEST END OF CHURCH MOUNTAIN, A WELL -
 TQ0534'KNOWN MOUNTAIN ON THE NORTH SIDE OF THE NOOKSACK RIVER ABOUT 5 OR 6
 TQ0534'MILES UPSTREAM FROM THE TOWN OF GLACIER, WASHINGTON.  THERE IS A GOOD
 TQ0534'HIGHWAY UP THE RIVER AND THE STATION IS BEST APPROACHED FROM IT.
 TQ0534'
 TQ0534'STATION MARK--THE STATION MARK OF THE ORIGINAL STATION IS NOT
 TQ0534'RECORDED.  THE STATION WAS REESTABLISHED IN 1925, BY THE US COAST AND
 TQ0534'GEODETIC SURVEY AT A POINT VERY CLOSE TO THE ORIGINAL STATION, BUT NO
 TQ0534'STATION MARK WAS RECOVERED.  THE USC AND GS STATION MARK IS A STANDARD
 TQ0534'BRONZE - DISK STATION MARK WEDGED IN A DRILL HOLE IN OUTCROPPING
 TQ0534'BEDROCK.  A STANDARD BRONZE - DISK REFERENCE MARK WEDGED IN A DRILL
 TQ0534'HOLE IN OUTCROPPING BEDROCK, WITH THE ARROW POINTING TOWARD THE
 TQ0534'STATION, IS 6.05 METERS IN BEARING 238 DEGREES 37 MINUTES FROM THE
 TQ0534'STATION.  A SECOND STANDARD BRONZE - DISK REFERENCE MARK WEDGED IN A
 TQ0534'DRILL HOLE IN OUTCROPPING BEDROCK IS 1.88 METERS IN BEARING 350
 TQ0534'DEGREES 30 MINUTES FROM THE STATION.
 TQ0534
 TQ0534                          STATION RECOVERY (1935)
 TQ0534
 TQ0534'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1935
 TQ0534'ON THE HIGHEST POINT ON THE WEST END OF CHURCH MOUNTAIN, A
 TQ0534'WELL-KNOWN MOUNTAIN ON THE NORTH SIDE OF THE NOOKSACK RIVER ABOUT 5
 TQ0534'OR 6 MILES UPSTREAM FROM THE TOWN OF GLACIER, WASHINGTON.  THERE IS
 TQ0534'A GOOD HIGHWAY UP THE RIVER AND THE STATION IS BEST APPROACHED
 TQ0534'FROM IT.
 TQ0534
 TQ0534                          STATION RECOVERY (1939)
 TQ0534
 TQ0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (JN)
 TQ0534'ON THE HIGHEST POINT OF CHURCH MOUNTAIN NEAR GLACIER.  THE
 TQ0534'DESCRIPTION IS CORRECT.  IT IS BEST REACHED BY GOING UP THE TRAIL
 TQ0534'TO CHURCH MOUNTAIN LOOKOUT OF THE U.S. FOREST SERVICE.  IF IT IS
 TQ0534'GOING TO BE OCCUPIED WHEN THE LOOKOUT IS NOT IN USE, IT WOULD BE
 TQ0534'BEST TO GET THE KEYS TO THE LOOKOUT SO IT CAN BE USED TO STAY
 TQ0534'IN.  THE STATION IS ON A PEAK A LITTLE SOUTH OF THE LOOKOUT.
 TQ0534
 TQ0534                          STATION RECOVERY (1939)
 TQ0534
 TQ0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 TQ0534'RECOVERED AS DESCRIBED BY CGS.
 TQ0534
 TQ0534                          STATION RECOVERY (1950)
 TQ0534
 TQ0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 TQ0534'RECOVERED AS DESCRIBED BY USGS AND CGS.  RMS AGREE WITH CGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3668 ***********************************************************************
 SY3668  DESIGNATION -  CHURCH 1938
 SY3668  PID         -  SY3668
 SY3668  STATE/COUNTY-  WA/KING
 SY3668  USGS QUAD   -  AUBURN (1994)
 SY3668
 SY3668                         *CURRENT SURVEY CONTROL
 SY3668  ___________________________________________________________________
 SY3668* NAD 83(1991)-  47 36 36.48408(N)    122 11 41.70013(W)     ADJUSTED  
 SY3668* NAVD 88     -        46.09   (+/-2cm)     151.2    (feet)  VERTCON   
 SY3668  ___________________________________________________________________
 SY3668  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 SY3668  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SY3668
 SY3668  HORZ ORDER  -  THIRD
 SY3668  VERT ORDER  -  THIRD ? (See Below)
 SY3668
 SY3668.The horizontal coordinates were established by classical geodetic methods
 SY3668.and adjusted by the National Geodetic Survey in December 1991..
 SY3668
 SY3668.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3668.The vertical order pertains to the NGVD 29 superseded value.
 SY3668
 SY3668.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3668
 SY3668.The geoid height was determined by GEOID03.
 SY3668
 SY3668;                    North         East     Units Scale Factor Converg.
 SY3668;SPC WA N     -    68,741.543   397,635.438   MT  0.99998128   -1 00 49.4
 SY3668;SPC WA N     -   225,529.55  1,304,575.60   sFT  0.99998128   -1 00 49.4
 SY3668;UTM  10      - 5,273,283.745   560,506.491   MT  0.99964499   +0 35 40.7
 SY3668
 SY3668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3668!SPC WA N     -   0.99999648  x   0.99998128  =   0.99997776
 SY3668!UTM  10      -   0.99999648  x   0.99964499  =   0.99964147
 SY3668
 SY3668                          SUPERSEDED SURVEY CONTROL
 SY3668
 SY3668  NAD 83(1986)-  47 36 36.47682(N)    122 11 41.70610(W) AD(       ) 3
 SY3668  NAD 27      -  47 36 37.12000(N)    122 11 37.26600(W) AD(       ) 3
 SY3668  NGVD 29 (07/19/86)   45.00   (m)          147.6    (f) LEVELING    3  
 SY3668
 SY3668.Superseded values are not recommended for survey control.
 SY3668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3668.See file dsdata.txt to determine how the superseded data were derived.
 SY3668
 SY3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6050673284(NAD 83)
 SY3668_MARKER: Z = SEE DESCRIPTION
 SY3668_SETTING: 0 = UNSPECIFIED SETTING
 SY3668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3668
 SY3668  HISTORY     - Date     Condition        Report By
 SY3668  HISTORY     - 1938     MONUMENTED       WAGS
 SY3668  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY3668  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY3668  HISTORY     - 1959     SEE DESCRIPTION  CGS
 SY3668  HISTORY     - 1960     SEE DESCRIPTION  LOCENG
 SY3668  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 SY3668
 SY3668                          STATION DESCRIPTION
 SY3668
 SY3668'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1938
 SY3668'STATION IS MARKED BY A STANDARD STATE SURVEY DISK SET IN A
 SY3668'PRECAST CONCRETE MONUMENT 0.3 FOOT BELOW GROUND SURFACE.
 SY3668'
 SY3668'FROM BELLEVUE GO E ON OILED GRAVEL ROAD UP HILL 0.2 MILE TO
 SY3668'BRICK CHURCH ON TOP OF HILL.  STATION IS LOCATED IN CHURCH YARD,
 SY3668'49.68 FEET NW OF A TACK IN A 14-INCH MAPLE TREE, 37.90 FEET NE OF
 SY3668'A TACK IN A 16-INCH MAPLE TREE, 38.35 FEET SE OF A TACK IN A
 SY3668'14-INCH FIR TREE, 43.18 FEET SE OF THE SW CORNER OF THE CHURCH,
 SY3668'AND 37.92 FEET SW OF THE SE CORNER OF THE CHURCH.
 SY3668
 SY3668                          STATION RECOVERY (1943)
 SY3668
 SY3668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY3668'STATION EASILY FOUND, IN GOOD CONDITION.  MARK COVERED WITH FEW
 SY3668'INCHES OF DIRT.
 SY3668'
 SY3668'STATION IS AT ROADSIDE, IN FRONT OF SACRED HEART CHURCH, WHICH
 SY3668'IS IN SW 1/4 SW 1/4 NE 1/4 SEC. 32, T. 25 N., R. 5 E., 11.2
 SY3668'METERS S OF THE FRONT MAIN WALL OF THE CHURCH, AND 2.12 METERS
 SY3668'E OF THE CENTER LINE OF ENTRANCE WALK.
 SY3668
 SY3668                          STATION RECOVERY (1955)
 SY3668
 SY3668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSH)
 SY3668'STATION WAS FOUND AS DESCRIBED IN 1938 AND 1943, IN GOOD CONDITION.
 SY3668
 SY3668                          STATION RECOVERY (1959)
 SY3668
 SY3668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCM)
 SY3668'THE GROUNDS OF THE SACRED HEART CHURCH IN BELLEVUE HAVE BEEN
 SY3668'PAVED WITH BLACK TOPPING.  STATION IS PROBABLY INTACT BUT IS
 SY3668'COVERED WITH PAVING.
 SY3668
 SY3668                          STATION RECOVERY (1960)
 SY3668
 SY3668'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 SY3668'HILL AND INGMAN, CONSULTING ENGINEERS OF SEATTLE, REMOVED THE
 SY3668'BLACK-TOP WHICH COVERED THE STATION.  THEY FOUND THE DISK AND
 SY3668'PART OF THE CONCRETE GONE.  THE HOLE REMAINS, AND MEASUREMENTS
 SY3668'FROM IT TO BUILDING CORNERS, ETC., CHECKED PREVIOUS MEASUREMENTS
 SY3668'WITHIN 0.1 FOOT.
 SY3668
 SY3668                          STATION RECOVERY (2001)
 SY3668
 SY3668'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEL)
 SY3668'MARK NOT FOUND.  MARK IS MOST LIKELY PAVED OVER SINCE THE GPS
 SY3668'COORDINATES AND DIRECT MEASUREMENT FROM OLD CHURCH (NO LONGER CHURCH)
 SY3668'BUILDING CORNERS PLACES MARK IN THE WESTBOUND TRAFFIC LANES OF MAIN
 SY3668'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1402 ***********************************************************************
 TR1402  DESIGNATION -  CHURCH AT ROSARIO
 TR1402  PID         -  TR1402
 TR1402  STATE/COUNTY-  WA/SKAGIT
 TR1402  USGS QUAD   -  DECEPTION PASS (1978)
 TR1402
 TR1402                         *CURRENT SURVEY CONTROL
 TR1402  ___________________________________________________________________
 TR1402* NAD 83(1991)-  48 25 16.88660(N)    122 40 00.11905(W)     ADJUSTED  
 TR1402* NAVD 88     -                                                        
 TR1402  ___________________________________________________________________
 TR1402  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 TR1402  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 TR1402
 TR1402  HORZ ORDER  -  THIRD
 TR1402
 TR1402.The horizontal coordinates were established by classical geodetic methods
 TR1402.and adjusted by the National Geodetic Survey in December 1991..
 TR1402
 TR1402
 TR1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1402
 TR1402.The geoid height was determined by GEOID03.
 TR1402
 TR1402;                    North         East     Units Scale Factor Converg.
 TR1402;SPC WA N     -   159,648.270   364,320.957   MT  0.99995626   -1 21 53.9
 TR1402;SPC WA N     -   523,779.37  1,195,276.34   sFT  0.99995626   -1 21 53.9
 TR1402;UTM  10      - 5,363,187.727   524,659.553   MT  0.99960747   +0 14 57.6
 TR1402
 TR1402                          SUPERSEDED SURVEY CONTROL
 TR1402
 TR1402  NAD 83(1986)-  48 25 16.88894(N)    122 40 00.12447(W) AD(       ) 4
 TR1402  NAD 27      -  48 25 17.52000(N)    122 39 55.49000(W) AD(       ) 3
 TR1402
 TR1402.Superseded values are not recommended for survey control.
 TR1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1402.See file dsdata.txt to determine how the superseded data were derived.
 TR1402
 TR1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2466063188(NAD 83)
 TR1402
 TR1402  HISTORY     - Date     Condition        Report By
 TR1402  HISTORY     - UNK      MONUMENTED
 TR1402  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1402  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1402
 TR1402                          STATION DESCRIPTION
 TR1402
 TR1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1402'STATION LOST, CHURCH DESTROYED.
 TR1402
 TR1402                          STATION RECOVERY (1960)
 TR1402
 TR1402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1402'STATION DESTROYED.  THE CHURCH IS NO LONGER STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4738 ***********************************************************************
 SY4738  DESIGNATION -  CHURCH CROSS
 SY4738  PID         -  SY4738
 SY4738  STATE/COUNTY-  WA/KING
 SY4738  USGS QUAD   -  
 SY4738
 SY4738                         *CURRENT SURVEY CONTROL
 SY4738  ___________________________________________________________________
 SY4738* NAD 83(1991)-  47 40 31.56303(N)    122 23 04.18960(W)     ADJUSTED  
 SY4738* NAVD 88     -                                                        
 SY4738  ___________________________________________________________________
 SY4738  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 SY4738  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SY4738
 SY4738  HORZ ORDER  -  THIRD
 SY4738
 SY4738.The horizontal coordinates were established by classical geodetic methods
 SY4738.and adjusted by the National Geodetic Survey in December 1991..
 SY4738
 SY4738
 SY4738.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4738
 SY4738.The geoid height was determined by GEOID03.
 SY4738
 SY4738;                    North         East     Units Scale Factor Converg.
 SY4738;SPC WA N     -    76,269.865   383,530.821   MT  0.99997190   -1 09 17.5
 SY4738;SPC WA N     -   250,228.72  1,258,300.70   sFT  0.99997190   -1 09 17.5
 SY4738;UTM  10      - 5,280,410.583   546,200.912   MT  0.99962623   +0 27 18.3
 SY4738
 SY4738                          SUPERSEDED SURVEY CONTROL
 SY4738
 SY4738  NAD 83(1986)-  47 40 31.55706(N)    122 23 04.19422(W) AD(       ) 4
 SY4738  NAD 27      -  47 40 32.20400(N)    122 22 59.73600(W) AD(       ) 3
 SY4738
 SY4738.Superseded values are not recommended for survey control.
 SY4738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4738.See file dsdata.txt to determine how the superseded data were derived.
 SY4738
 SY4738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4620180411(NAD 83)
 SY4738
 SY4738  HISTORY     - Date     Condition        Report By
 SY4738  HISTORY     - UNK      MONUMENTED
 SY4738  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY4738  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY4738  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY4738
 SY4738                          STATION DESCRIPTION
 SY4738
 SY4738'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4738'IN BALLARD, AT NW CORNER OF INTERSECTION OF TWENTY-THIRD AVENUE NW
 SY4738'AND W SIXTY-FOURTH STREET.
 SY4738'
 SY4738'THIS IS BETHEL LUTHERAN CHURCH.
 SY4738
 SY4738                          STATION RECOVERY (1953)
 SY4738
 SY4738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4738'THIS STATION IS LOST.  THE CROSS HAS BEEN REMOVED FROM THE BUILDING
 SY4738'WHICH IS NOW OCCUPIED BY A PRIVATE LODGE.
 SY4738
 SY4738                          STATION RECOVERY (2001)
 SY4738
 SY4738'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1726 ***********************************************************************
 SY1726  DESIGNATION -  CHURCH POINT LIGHT 1936
 SY1726  PID         -  SY1726
 SY1726  STATE/COUNTY-  WA/MASON
 SY1726  USGS QUAD   -  SHELTON (1981)
 SY1726
 SY1726                         *CURRENT SURVEY CONTROL
 SY1726  ___________________________________________________________________
 SY1726* NAD 83(1991)-  47 12 27.53558(N)    123 00 44.75828(W)     ADJUSTED  
 SY1726* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY1726  ___________________________________________________________________
 SY1726  LAPLACE CORR-          -8.23  (seconds)                    DEFLEC99
 SY1726  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SY1726
 SY1726  HORZ ORDER  -  THIRD
 SY1726
 SY1726.The horizontal coordinates were established by classical geodetic methods
 SY1726.and adjusted by the National Geodetic Survey in December 1991..
 SY1726
 SY1726.The orthometric height was scaled from a topographic map.
 SY1726
 SY1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1726
 SY1726.The geoid height was determined by GEOID03.
 SY1726
 SY1726;                    North         East     Units Scale Factor Converg.
 SY1726;SPC WA S     -   211,368.208   309,693.190   MT  0.99997367   -1 49 30.1
 SY1726;SPC WA S     -   693,463.86  1,016,051.74   sFT  0.99997367   -1 49 30.1
 SY1726;UTM  10      - 5,228,239.860   499,058.453   MT  0.99960001   -0 00 32.8
 SY1726
 SY1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1726!SPC WA S     -   1.00000293  x   0.99997367  =   0.99997660
 SY1726!UTM  10      -   1.00000293  x   0.99960001  =   0.99960294
 SY1726
 SY1726                          SUPERSEDED SURVEY CONTROL
 SY1726
 SY1726  NAD 83(1986)-  47 12 27.53409(N)    123 00 44.76557(W) AD(       ) 3
 SY1726  NAD 27      -  47 12 28.18400(N)    123 00 40.24300(W) AD(       ) 3
 SY1726
 SY1726.Superseded values are not recommended for survey control.
 SY1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1726.See file dsdata.txt to determine how the superseded data were derived.
 SY1726
 SY1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9905828240(NAD 83)
 SY1726
 SY1726  HISTORY     - Date     Condition        Report By
 SY1726  HISTORY     - 1936     MONUMENTED       CGS
 SY1726  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY1726  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1726  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY1726
 SY1726                          STATION DESCRIPTION
 SY1726
 SY1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1726'STATION IS THE CENTER OF THE LIGHT ON TOP OF THE SQUARE WHITE
 SY1726'WOODEN STRUCTURE.
 SY1726
 SY1726                          STATION RECOVERY (1958)
 SY1726
 SY1726'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY1726'RECOVERED AS DESCRIBED.  THE CENTER OF THE LIGHT IS 15 FEET WEST OF
 SY1726'THE CENTERLINE OF ACCESS ROAD FROM THE NORTH.  IT IS 10 FEET NORTH
 SY1726'OF EDGE OF SMALL BLUFF.
 SY1726
 SY1726                          STATION RECOVERY (1967)
 SY1726
 SY1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1726'THE STATION WAS RECOVERED AND IS IN GOOD CONDITION.  IT IS LOCATED
 SY1726'ON THE NORTH SIDE OF HAMMERSLEY INLET ON CHURCH POINT, ABOUT 6 FEET
 SY1726'BACK OF THE HIGH WATER LINE AND AT THE SOUTH END OF A DIRT ROAD.
 SY1726'
 SY1726'THE LIGHT IS ATOP A 7 FOOT HIGH BY 3 FEET WIDE, WHITE WOODEN
 SY1726'STRUCTURE.
 SY1726
 SY1726                          STATION RECOVERY (1974)
 SY1726
 SY1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SY1726'THE STATION WAS RECOVERED AND THE DISTANCE AND DIRECTION FROM
 SY1726'TRIANGULATION STATION BARD WAS VERIFIED.
 SY1726'
 SY1726'THE STATION IS THE CENTER OF THE LIGHT ON A PIPE PROJECTING 3
 SY1726'FEET ABOVE THE TOP-CENTER OF A 4-FOOT SQUARE, 7-FOOT HIGH WHITE
 SY1726'ENCLOSURE WITH LARGE, RED, TRIANGULAR DAY MARKERS FASTENED TO THE
 SY1726'EAST AND WEST SIDES OF THE ENCLOSURE.  THE LIGHT IS ON CHURCH
 SY1726'POINT, ON THE NORTH SIDE OF HAMMERSLEY INLET, 4-1/4 MILES EAST OF
 SY1726'SHELTON AND 0.4 MILE SOUTH OF AGATE.
 SY1726'
 SY1726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1726'4-1/4 MILES EAST OF SHELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1730 ***********************************************************************
 SY1730  DESIGNATION -  CHURCH RESET
 SY1730  PID         -  SY1730
 SY1730  STATE/COUNTY-  WA/MASON
 SY1730  USGS QUAD   -  SHELTON (1981)
 SY1730
 SY1730                         *CURRENT SURVEY CONTROL
 SY1730  ___________________________________________________________________
 SY1730* NAD 83(1991)-  47 12 11.57662(N)    123 01 13.84887(W)     ADJUSTED  
 SY1730* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 SY1730  ___________________________________________________________________
 SY1730  LAPLACE CORR-          -8.34  (seconds)                    DEFLEC99
 SY1730  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SY1730
 SY1730  HORZ ORDER  -  THIRD
 SY1730
 SY1730.The horizontal coordinates were established by classical geodetic methods
 SY1730.and adjusted by the National Geodetic Survey in December 1991..
 SY1730
 SY1730.The orthometric height was scaled from a topographic map.
 SY1730
 SY1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1730
 SY1730.The geoid height was determined by GEOID03.
 SY1730
 SY1730;                    North         East     Units Scale Factor Converg.
 SY1730;SPC WA S     -   210,895.157   309,065.570   MT  0.99997283   -1 49 51.2
 SY1730;SPC WA S     -   691,911.86  1,013,992.62   sFT  0.99997283   -1 49 51.2
 SY1730;UTM  10      - 5,227,747.343   498,446.367   MT  0.99960003   -0 00 54.2
 SY1730
 SY1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1730!SPC WA S     -   0.99999948  x   0.99997283  =   0.99997231
 SY1730!UTM  10      -   0.99999948  x   0.99960003  =   0.99959951
 SY1730
 SY1730|---------------------------------------------------------------------|
 SY1730| PID    Reference Object                     Distance      Geod. Az  |
 SY1730|                                                           dddmmss.s |
 SY1730| DD9537 CHURCH RM 1                          25.175 METERS 08544     |
 SY1730| SY1763 MELL                                APPROX. 0.9 KM 2842933.1 |
 SY1730| SY1758 AGAT                                479.762 METERS 3274608.7 |
 SY1730|---------------------------------------------------------------------|
 SY1730
 SY1730                          SUPERSEDED SURVEY CONTROL
 SY1730
 SY1730  NAD 83(1986)-  47 12 11.57527(N)    123 01 13.85623(W) AD(       ) 3
 SY1730  NAD 27      -  47 12 12.22700(N)    123 01 09.33300(W) AD(       ) 3
 SY1730
 SY1730.Superseded values are not recommended for survey control.
 SY1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1730.See file dsdata.txt to determine how the superseded data were derived.
 SY1730
 SY1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9844627747(NAD 83)
 SY1730_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1730
 SY1730  HISTORY     - Date     Condition        Report By
 SY1730  HISTORY     - 1936     MONUMENTED       CGS
 SY1730  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1730  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY1730
 SY1730                          STATION DESCRIPTION
 SY1730
 SY1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1730'THE STATION IS LOCATED ON THE S SIDE OF THE INLET ABOUT 0.4 MILE
 SY1730'SW OF CHURCH LIGHT.  IT IS ABOUT 300 FEET BACK OF THE HIGH-WATER
 SY1730'LINE.  TOP OF MARK IS ABOUT 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 SY1730'
 SY1730'SURFACE AND UNDERGROUND MARKS, AND REFERENCE MARK NO.1 ARE
 SY1730'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY1730'7A, AND 11A.
 SY1730'
 SY1730'REFERENCE MARK NO.1 IS SET E OF THE STATION ON THE E PROPERTY
 SY1730'LINE OF MR. CHURCHS PROPERTY ABOUT 1 FOOT W OF THE FENCE.  IT IS
 SY1730'ABOUT 2-1/2 FEET S OF THE POWER POLE.  A LINE PASSING THROUGH
 SY1730'THE EAVES OF THE RED BARN ABOUT 300 METERS E OF THE STATION
 SY1730'PASSES 4 FEET N OF THE REFERENCE MARK.
 SY1730'
 SY1730'REFERENCE MARK PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE.
 SY1730
 SY1730                          STATION RECOVERY (1967)
 SY1730
 SY1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1730'THE SURFACE MARK WAS FOUND LYING ON ITS SIDE AT THE EDGE OF A
 SY1730'FIELD.  THE DISK WAS REMOVED BY THIS PARTY.  THE UNDERGROUND MARK
 SY1730'AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 SY1730'
 SY1730'THE UNDERGROUND MARK IS A STANDARD DISK, STAMPED CHURCH 1936, SET
 SY1730'IN CONCRETE 20 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 SY1730'LOCATED ON THE SOUTH SIDE OF HAMMERSLEY INLET, ABOUT 1/2 MILE
 SY1730'NORTHWEST OF ARCADIA.  ON CAPE COD ABOUT 1/10 MILE SOUTH OF THE
 SY1730'SHORELINE, 140.2 FEET NORTH OF THE NORTHWEST CORNER OF EVELETH
 SY1730'RESIDENCE, 101.0 FEET SOUTHEAST OF A 20 INCH IN DIAMETER CEDAR
 SY1730'TREE, 93.6 FEET NORTHEAST OF A PEAR TREE, 90 FEET
 SY1730'WEST-NORTHWEST OF AN APPLE TREE AND 54.5 FEET EAST OF A 6 INCH
 SY1730'FIR TREE.
 SY1730'
 SY1730'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 1 1936, SET IN THE
 SY1730'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 2 INCHES.  IT
 SY1730'IS 48 FEET NORTH OF AN APPLE TREE, 4.7 FEET WEST OF POWER POLE
 SY1730'NO. 25, 3 FEET NORTH OF METAL WITNESS POST AND IN A FENCE LINE.
 SY1730
 SY1730                          STATION RECOVERY (1974)
 SY1730
 SY1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SY1730'THE UNDERGROUND STATION MARK AND THE REFERENCE MARK WERE
 SY1730'RECOVERED.  A NEW SURFACE STATION MARK WAS SET.
 SY1730'
 SY1730'THE STATION IS ON THE SOUTH SIDE OF HAMMERSLEY INLET, 1/2 MILE
 SY1730'SOUTHWEST OF CHURCH POINT, IN SECTION 23, T 20N, R3W., AND ON
 SY1730'LAND OWNED BY MR. NORMAN EVELETH.
 SY1730'
 SY1730'REACHED FROM THE INTERSECTION OF RAILROAD AVE AND FIRST STREET
 SY1730'IN SHELTON BY GOING SOUTH ON FIRST STREET (U.S. HIGHWAY 101) FOR
 SY1730'1.2 MILES, TURN LEFT AND GO EAST ON ARCADIA ROAD FOR 1.45 MILES
 SY1730'TO A BRIDGE OVER THE RAILROAD TRACK.  CONTINUE EAST ON THE
 SY1730'BLACKTOP ROAD FOR 1.4 MILES TO BINNS SWINGER LOOP ROAD (ABOUT
 SY1730'50 YARDS EAST OF A REVERSE Y), CONTINUE EAST 0.6 MILE TO TWO
 SY1730'DRIVEWAYS LEFT, TURN LEFT AND GO NORTH ON THE EASTERN ONE OF
 SY1730'THE TWO DRIVEWAYS FOR 0.2 MILE TO MR. EVELETHS HOUSE ON THE
 SY1730'RIGHT, CONTINUE NORTH 0.05 MILE TO POINT WHERE THE ROAD JOGS
 SY1730'EAST ABOUT 20 YARDS.  GO EAST ABOUT 30 YARDS TO THE STATION
 SY1730'33 FEET SOUTH OF THE PROJECTED CENTER OF THE ROAD.
 SY1730'
 SY1730'THE STATION MARK, STAMPED CHURCH 1936 1974, IS A STANDARD DISK
 SY1730'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 17
 SY1730'FEET SOUTH OF THE CENTER OF A DRAINAGE DITCH AND 8 FEET WEST OF
 SY1730'THE PROJECTED WEST SIDE OF MR. EVELETHS HOUSE.
 SY1730'
 SY1730'REFERENCE MARK NO. 1, STAMPED 1 1936, IS A STANDARD DISK SET IN
 SY1730'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS NEAR THE
 SY1730'NORTHEAST CORNER OF MR. EVELETHS PROPERTY, 30 FEET SOUTH OF THE
 SY1730'PROJECTED CENTER OF THE DRAINAGE DITCH, 26 FEET EAST OF THE
 SY1730'PROJECTED EAST SIDE OF THE HOUSE, 5 FEET WEST OF A UTILITY POLE
 SY1730'AND 3 FEET NORTH OF A METAL WITNESS POST.
 SY1730'
 SY1730'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1730'3-3/4 MILES EAST OF SHELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4413 ***********************************************************************
 SY4413  DESIGNATION -  CHURCH SPIRE NEAR KING ST AND 21ST AVE S
 SY4413  PID         -  SY4413
 SY4413  STATE/COUNTY-  WA/KING
 SY4413  USGS QUAD   -  POVERTY BAY (1994)
 SY4413
 SY4413                         *CURRENT SURVEY CONTROL
 SY4413  ___________________________________________________________________
 SY4413* NAD 83(1991)-  47 35 50.39050(N)    122 18 21.92156(W)     ADJUSTED  
 SY4413* NAVD 88     -                                                        
 SY4413  ___________________________________________________________________
 SY4413  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 SY4413  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SY4413
 SY4413  HORZ ORDER  -  THIRD
 SY4413
 SY4413.The horizontal coordinates were established by classical geodetic methods
 SY4413.and adjusted by the National Geodetic Survey in December 1991..
 SY4413
 SY4413
 SY4413.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4413
 SY4413.The geoid height was determined by GEOID03.
 SY4413
 SY4413;                    North         East     Units Scale Factor Converg.
 SY4413;SPC WA N     -    67,472.186   389,251.163   MT  0.99998327   -1 05 47.4
 SY4413;SPC WA N     -   221,365.00  1,277,068.19   sFT  0.99998327   -1 05 47.4
 SY4413;UTM  10      - 5,271,780.039   552,164.017   MT  0.99963344   +0 30 44.7
 SY4413
 SY4413                          SUPERSEDED SURVEY CONTROL
 SY4413
 SY4413  NAD 83(1986)-  47 35 50.38437(N)    122 18 21.92747(W) AD(       ) 4
 SY4413  NAD 27      -  47 35 51.03000(N)    122 18 17.47800(W) AD(       ) 3
 SY4413
 SY4413.Superseded values are not recommended for survey control.
 SY4413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4413.See file dsdata.txt to determine how the superseded data were derived.
 SY4413
 SY4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5216471780(NAD 83)
 SY4413_MARKER: 90 = CHURCH SPIRE
 SY4413
 SY4413  HISTORY     - Date     Condition        Report By
 SY4413  HISTORY     - 1934     FIRST OBSERVED   CGS
 SY4413  HISTORY     - 1943     GOOD             CGS
 SY4413  HISTORY     - 1958     GOOD             CGS
 SY4413  HISTORY     - 1983     GOOD             USPSQD
 SY4413
 SY4413                          STATION DESCRIPTION
 SY4413
 SY4413'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4413'THIS IS THE SPIRE AT THE NW CORNER OF ST. MARYS CHURCH, WHICH STANDS
 SY4413'SE OF THE INTERSECTION OF TWENTIETH AVENUE S AND WELLER STREET.
 SY4413
 SY4413                          STATION RECOVERY (1958)
 SY4413
 SY4413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (PAS)
 SY4413'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE AND
 SY4413'CORRECT.
 SY4413
 SY4413                          STATION RECOVERY (1983)
 SY4413
 SY4413'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4413'STATION RECOVERED GOOD.
 SY4413'
 SY4413'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1247 ***********************************************************************
 SW1247  DESIGNATION -  CHURCH STPL 10 MI S RITZVILLE
 SW1247  PID         -  SW1247
 SW1247  STATE/COUNTY-  WA/ADAMS
 SW1247  USGS QUAD   -  RITZVILLE SW (1982)
 SW1247
 SW1247                         *CURRENT SURVEY CONTROL
 SW1247  ___________________________________________________________________
 SW1247* NAD 83(1991)-  47 00 04.62782(N)    118 23 13.60735(W)     ADJUSTED  
 SW1247* NAVD 88     -                                                        
 SW1247  ___________________________________________________________________
 SW1247  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 SW1247  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 SW1247
 SW1247  HORZ ORDER  -  THIRD
 SW1247
 SW1247.The horizontal coordinates were established by classical geodetic methods
 SW1247.and adjusted by the National Geodetic Survey in December 1991..
 SW1247
 SW1247
 SW1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1247
 SW1247.The geoid height was determined by GEOID03.
 SW1247
 SW1247;                    North         East     Units Scale Factor Converg.
 SW1247;SPC WA S     -   187,548.084   660,665.162   MT  0.99994096   +1 32 05.3
 SW1247;SPC WA S     -   615,314.01  2,167,532.29   sFT  0.99994096   +1 32 05.3
 SW1247;UTM  11      - 5,206,240.638   394,547.158   MT  0.99973667   -1 00 52.5
 SW1247
 SW1247                          SUPERSEDED SURVEY CONTROL
 SW1247
 SW1247  NAD 83(1986)-  47 00 04.63836(N)    118 23 13.60066(W) AD(       ) 4
 SW1247  NAD 27      -  47 00 05.10900(N)    118 23 09.69000(W) AD(       ) 3
 SW1247
 SW1247.Superseded values are not recommended for survey control.
 SW1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1247.See file dsdata.txt to determine how the superseded data were derived.
 SW1247
 SW1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN9454706241(NAD 83)
 SW1247
 SW1247  HISTORY     - Date     Condition        Report By
 SW1247  HISTORY     - 1950     MONUMENTED       CGS
 SW1247
 SW1247                          STATION DESCRIPTION
 SW1247
 SW1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1247'STATION IS ABOUT 10 MILES, AIRLINE, SOUTH OF RITZVILLE AND 1.6 MILES
 SW1247'WEST OF STATE HIGHWAY 11E.  IT IS AT THE NORTHWEST CORNER OF A T
 SW1247'ROAD INTERSECTION AND JUST SOUTH OF AN OLD CEMETERY.  STATION WYRICK
 SW1247'IS 1.8 MILES NORTH OF THE CHURCH ON A ROUND TOPPED HILL THAT IS IN
 SW1247'CULTIVATION.
 SW1247'
 SW1247'STATION IS AN ABANDONED CHURCH WITH A WEATHER VANE ON TOP OF THE
 SW1247'STEEPLE THAT IS APPROXIMATELY 60 FEET IN HEIGHT.  OBJECT
 SW1247'INTERSECTED IS THE WEATHER VANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0681 ***********************************************************************
 TQ0681  DESIGNATION -  CHURCH WEST
 TQ0681  PID         -  TQ0681
 TQ0681  STATE/COUNTY-  WA/WHATCOM
 TQ0681  USGS QUAD   -  GLACIER (1989)
 TQ0681
 TQ0681                         *CURRENT SURVEY CONTROL
 TQ0681  ___________________________________________________________________
 TQ0681* NAD 83(1991)-  48 55 36.37112(N)    121 54 33.93663(W)     ADJUSTED  
 TQ0681* NAVD 88     -      1711.2    (meters)    5614.     (feet)  VERTCON   
 TQ0681  ___________________________________________________________________
 TQ0681  LAPLACE CORR-          21.93  (seconds)                    DEFLEC99
 TQ0681  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 TQ0681
 TQ0681  HORZ ORDER  -  THIRD
 TQ0681
 TQ0681.The horizontal coordinates were established by classical geodetic methods
 TQ0681.and adjusted by the National Geodetic Survey in December 1991..
 TQ0681
 TQ0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0681
 TQ0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0681
 TQ0681.The geoid height was determined by GEOID03.
 TQ0681
 TQ0681;                    North         East     Units Scale Factor Converg.
 TQ0681;SPC WA N     -   214,786.532   421,144.184   MT  1.00004214   -0 48 04.2
 TQ0681;SPC WA N     -   704,678.81  1,381,703.88   sFT  1.00004214   -0 48 04.2
 TQ0681;UTM  10      - 5,419,888.340   579,883.497   MT  0.99967839   +0 49 19.9
 TQ0681
 TQ0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0681!SPC WA N     -   0.99973482  x   1.00004214  =   0.99977695
 TQ0681!UTM  10      -   0.99973482  x   0.99967839  =   0.99941330
 TQ0681
 TQ0681|---------------------------------------------------------------------|
 TQ0681| PID    Reference Object                     Distance      Geod. Az  |
 TQ0681|                                                           dddmmss.s |
 TQ0681| CS4967 CHURCH WEST RM 2                      8.294 METERS 09211     |
 TQ0681| TQ0685 GROAT                               APPROX.16.3 KM 1950146.2 |
 TQ0681| CS4966 CHURCH WEST RM 1                     15.691 METERS 28506     |
 TQ0681|---------------------------------------------------------------------|
 TQ0681
 TQ0681                          SUPERSEDED SURVEY CONTROL
 TQ0681
 TQ0681  NAD 83(1986)-  48 55 36.37533(N)    121 54 33.93587(W) AD(       ) 3
 TQ0681  NGVD 29 (12/03/90) 1710.0    (m)         5610.     (f) VERT ANG       
 TQ0681
 TQ0681.Superseded values are not recommended for survey control.
 TQ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0681.See file dsdata.txt to determine how the superseded data were derived.
 TQ0681
 TQ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV7988319888(NAD 83)
 TQ0681_MARKER: DS = TRIANGULATION STATION DISK
 TQ0681_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0681_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TQ0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0681+STABILITY: POSITION/ELEVATION WELL
 TQ0681
 TQ0681  HISTORY     - Date     Condition        Report By
 TQ0681  HISTORY     - 1950     MONUMENTED       USGS
 TQ0681
 TQ0681                          STATION DESCRIPTION
 TQ0681
 TQ0681'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 TQ0681'LOCATED ABOUT 3 MI NNW. OF GLACIER, ABOUT 1.75 MI W. OF CHURCH
 TQ0681'LOH.  ON SECOND GRASSY TOP E. OF END OF RIDGE.
 TQ0681'
 TQ0681'STATION MARK--NGS DISK STAMPED---CHURCH 1925---, CEMENTED IN DRILL
 TQ0681'HOLE IN ROCK OUTCROP.
 TQ0681'
 TQ0681'RM--NGS RM DISK STAMPED---CHURCH 1925---, CEMENTED IN ROCK OUTCROP.
 TQ0681'
 TQ0681'RM--NGS RM DISK STAMPED---CHURCH 1925---, CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1770 ***********************************************************************
 TR1770  DESIGNATION -  CHUTE
 TR1770  PID         -  TR1770
 TR1770  STATE/COUNTY-  WA/SAN JUAN
 TR1770  USGS QUAD   -  LOPEZ PASS (1973)
 TR1770
 TR1770                         *CURRENT SURVEY CONTROL
 TR1770  ___________________________________________________________________
 TR1770* NAD 83(1991)-  48 27 18.78776(N)    122 49 57.08310(W)     ADJUSTED  
 TR1770* NAVD 88     -                                                        
 TR1770  ___________________________________________________________________
 TR1770  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 TR1770  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 TR1770
 TR1770  HORZ ORDER  -  THIRD
 TR1770
 TR1770.The horizontal coordinates were established by classical geodetic methods
 TR1770.and adjusted by the National Geodetic Survey in December 1991..
 TR1770
 TR1770
 TR1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1770
 TR1770.The geoid height was determined by GEOID03.
 TR1770
 TR1770;                    North         East     Units Scale Factor Converg.
 TR1770;SPC WA N     -   163,717.768   352,149.579   MT  0.99995957   -1 29 18.4
 TR1770;SPC WA N     -   537,130.71  1,155,344.08   sFT  0.99995957   -1 29 18.4
 TR1770;UTM  10      - 5,366,911.464   512,382.721   MT  0.99960188   +0 07 31.2
 TR1770
 TR1770                          SUPERSEDED SURVEY CONTROL
 TR1770
 TR1770  NAD 83(1986)-  48 27 18.79073(N)    122 49 57.08743(W) AD(       ) 4
 TR1770  NAD 27      -  48 27 19.42000(N)    122 49 52.45000(W) AD(       ) 3
 TR1770
 TR1770.Superseded values are not recommended for survey control.
 TR1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1770.See file dsdata.txt to determine how the superseded data were derived.
 TR1770
 TR1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1238366911(NAD 83)
 TR1770
 TR1770  HISTORY     - Date     Condition        Report By
 TR1770  HISTORY     - 1939     MONUMENTED       CGS
 TR1770
 TR1770                          STATION DESCRIPTION
 TR1770
 TR1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR1770'STATION IS ON THE WHITEWASHED W CORNER OF A LOG CHUTE AT THE S
 TR1770'END OF LOPEZ SOUND ON THE S SHORE OF MUD BAY SSE OF FORTRESS
 TR1770'ISLAND.  IT IS IN POOR REPAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4601 ***********************************************************************
 SY4601  DESIGNATION -  CHUTE 1914
 SY4601  PID         -  SY4601
 SY4601  STATE/COUNTY-  WA/KING
 SY4601  USGS QUAD   -  TACOMA NORTH (1994)
 SY4601
 SY4601                         *CURRENT SURVEY CONTROL
 SY4601  ___________________________________________________________________
 SY4601* NAD 83(1991)-  47 35 46.74500(N)    122 23 13.12419(W)     ADJUSTED  
 SY4601* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY4601  ___________________________________________________________________
 SY4601  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 SY4601  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY4601
 SY4601  HORZ ORDER  -  THIRD
 SY4601
 SY4601.The horizontal coordinates were established by classical geodetic methods
 SY4601.and adjusted by the National Geodetic Survey in December 1991..
 SY4601
 SY4601.The orthometric height was scaled from a topographic map.
 SY4601
 SY4601.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4601
 SY4601.The geoid height was determined by GEOID03.
 SY4601
 SY4601;                    North         East     Units Scale Factor Converg.
 SY4601;SPC WA N     -    67,479.229   383,166.928   MT  0.99998343   -1 09 24.2
 SY4601;SPC WA N     -   221,388.10  1,257,106.83   sFT  0.99998343   -1 09 24.2
 SY4601;UTM  10      - 5,271,616.284   546,084.135   MT  0.99962610   +0 27 09.6
 SY4601
 SY4601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4601!SPC WA N     -   1.00000353  x   0.99998343  =   0.99998696
 SY4601!UTM  10      -   1.00000353  x   0.99962610  =   0.99962963
 SY4601
 SY4601                          SUPERSEDED SURVEY CONTROL
 SY4601
 SY4601  NAD 83(1986)-  47 35 46.73792(N)    122 23 13.12856(W) AD(       ) 3
 SY4601  NAD 27      -  47 35 47.38500(N)    122 23 08.68200(W) AD(       ) 3
 SY4601
 SY4601.Superseded values are not recommended for survey control.
 SY4601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4601.See file dsdata.txt to determine how the superseded data were derived.
 SY4601
 SY4601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4608471616(NAD 83)
 SY4601
 SY4601  HISTORY     - Date     Condition        Report By
 SY4601  HISTORY     - 1914     MONUMENTED       CGS
 SY4601  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY4601
 SY4601                          STATION DESCRIPTION
 SY4601
 SY4601'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4601'THIS STATION DOES NOT EXIST NOW.  THE CHUTE WHICH CARRIED THIS
 SY4601'STATION HAS NOW BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5470 ***********************************************************************
 SY5470  DESIGNATION -  CHUTE 2
 SY5470  PID         -  SY5470
 SY5470  STATE/COUNTY-  WA/JEFFERSON
 SY5470  USGS QUAD   -  SEABECK (1973)
 SY5470
 SY5470                         *CURRENT SURVEY CONTROL
 SY5470  ___________________________________________________________________
 SY5470* NAD 83(1991)-  47 42 49.56727(N)    122 46 54.78147(W)     ADJUSTED  
 SY5470* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5470  ___________________________________________________________________
 SY5470  LAPLACE CORR-         -18.99  (seconds)                    DEFLEC99
 SY5470  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 SY5470
 SY5470  HORZ ORDER  -  THIRD
 SY5470
 SY5470.The horizontal coordinates were established by classical geodetic methods
 SY5470.and adjusted by the National Geodetic Survey in December 1991..
 SY5470
 SY5470.The orthometric height was scaled from a topographic map.
 SY5470
 SY5470.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5470
 SY5470.The geoid height was determined by GEOID03.
 SY5470
 SY5470;                    North         East     Units Scale Factor Converg.
 SY5470;SPC WA N     -    81,209.012   353,806.665   MT  0.99996699   -1 27 02.6
 SY5470;SPC WA N     -   266,433.23  1,160,780.70   sFT  0.99996699   -1 27 02.6
 SY5470;UTM  10      - 5,284,510.637   516,360.285   MT  0.99960329   +0 09 40.9
 SY5470
 SY5470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5470!SPC WA N     -   1.00000281  x   0.99996699  =   0.99996980
 SY5470!UTM  10      -   1.00000281  x   0.99960329  =   0.99960610
 SY5470
 SY5470:                Primary Azimuth Mark                     Grid Az
 SY5470:SPC WA N     -  BROWN                                    026 31 26.3
 SY5470:UTM  10      -  BROWN                                    024 54 42.8
 SY5470
 SY5470|---------------------------------------------------------------------|
 SY5470| PID    Reference Object                     Distance      Geod. Az  |
 SY5470|                                                           dddmmss.s |
 SY5470| SY5566 BROWN                               APPROX. 4.6 KM 0250423.7 |
 SY5470| SY5424 BANGOR WAREHOUSE W GABLE CHIM       APPROX. 2.8 KM 0721140.5 |
 SY5470| SY5425 BANGOR LARGE WHITE HSE W GABLE      APPROX. 2.6 KM 0772920.2 |
 SY5470| SY5420 WHITE HSE S OF STA MAC W GABLE      APPROX. 3.2 KM 1192425.3 |
 SY5470| CF7272 CHUTE 2 RM 2                          5.390 METERS 19840     |
 SY5470| CF7271 CHUTE 2 RM 1                         10.775 METERS 29528     |
 SY5470|---------------------------------------------------------------------|
 SY5470
 SY5470                          SUPERSEDED SURVEY CONTROL
 SY5470
 SY5470  NAD 83(1986)-  47 42 49.56402(N)    122 46 54.78776(W) AD(       ) 3
 SY5470  NAD 27      -  47 42 50.23100(N)    122 46 50.21500(W) AD(       ) 3
 SY5470
 SY5470.Superseded values are not recommended for survey control.
 SY5470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5470.See file dsdata.txt to determine how the superseded data were derived.
 SY5470
 SY5470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1636084511(NAD 83)
 SY5470_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5470
 SY5470  HISTORY     - Date     Condition        Report By
 SY5470  HISTORY     - 1934     MONUMENTED       CGS
 SY5470  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY5470  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SY5470
 SY5470                          STATION DESCRIPTION
 SY5470
 SY5470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5470'STATION IS ON THE W SIDE OF HOOD CANAL, ABOUT 1-1/2 MILES NW OF
 SY5470'HAZEL POINT AT THE NEAREST POINT FROM WHICH A SIGNAL ON HAZEL POINT
 SY5470'IS VISIBLE FROM THE SHORE N OF IT.  THE STATION IS AT THE N BASE
 SY5470'OF A GRAVEL SPIT ENCLOSING A SMALL MARSH AND ABOUT 85 PACES N OF
 SY5470'AN OLD LOG ROAD AND 3 METERS BACK OF THE HIGH-WATER LINE.
 SY5470'
 SY5470'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5470'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY5470'
 SY5470'REFERENCE MARK NO.1 IS INSHORE AND W OF THE STATION ON HIGH GROUND.
 SY5470'
 SY5470'REFERENCE MARK NO.2 IS S OF THE STATION ON THE BANK SEPARATING
 SY5470'THE MARSH FROM THE HIGH-WATER LINE.
 SY5470'
 SY5470'WITNESS MARK IS MARKED, AS DESCRIBED IN NOTE 15, BY A TRIANGULAR
 SY5470'BLAZE ON A 15-INCH FIR TREE INSHORE FROM THE STATION.
 SY5470
 SY5470                          STATION RECOVERY (1945)
 SY5470
 SY5470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (CDM)
 SY5470'THE STATION MARK WAS RECOVERED.  A HOUSE HAS BEEN BUILT OVER THE
 SY5470'STATION AND A NEW STATION, CHUTE 3, WAS ESTABLISHED NEARBY.  THE
 SY5470'REFERENCE MARKS WERE NOT FOUND AFTER A SHORT SEARCH.
 SY5470
 SY5470                          STATION RECOVERY (1947)
 SY5470
 SY5470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (TBR)
 SY5470'THE STATION WAS FOUND UNDER THE EDGE OF W OF TWO DWELLINGS.  THE
 SY5470'MARK WAS TIPPED OVER AND MOVED OUT OF POSITION BY THE SILL OF THE
 SY5470'HOUSE AT THE TIME IT WAS BUILT.  A NEW STATION, CHUTE 3 1945, WAS
 SY5470'ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5475 ***********************************************************************
 SY5475  DESIGNATION -  CHUTE 3 1945
 SY5475  PID         -  SY5475
 SY5475  STATE/COUNTY-  WA/JEFFERSON
 SY5475  USGS QUAD   -  SEABECK (1973)
 SY5475
 SY5475                         *CURRENT SURVEY CONTROL
 SY5475  ___________________________________________________________________
 SY5475* NAD 83(1991)-  47 42 49.78266(N)    122 46 54.64119(W)     ADJUSTED  
 SY5475* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5475  ___________________________________________________________________
 SY5475  LAPLACE CORR-         -18.99  (seconds)                    DEFLEC99
 SY5475  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 SY5475
 SY5475  HORZ ORDER  -  THIRD
 SY5475
 SY5475.The horizontal coordinates were established by classical geodetic methods
 SY5475.and adjusted by the National Geodetic Survey in December 1991..
 SY5475
 SY5475.The orthometric height was scaled from a topographic map.
 SY5475
 SY5475.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5475
 SY5475.The geoid height was determined by GEOID03.
 SY5475
 SY5475;                    North         East     Units Scale Factor Converg.
 SY5475;SPC WA N     -    81,215.588   353,809.756   MT  0.99996698   -1 27 02.5
 SY5475;SPC WA N     -   266,454.81  1,160,790.84   sFT  0.99996698   -1 27 02.5
 SY5475;UTM  10      - 5,284,517.295   516,363.189   MT  0.99960329   +0 09 41.0
 SY5475
 SY5475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5475!SPC WA N     -   1.00000281  x   0.99996698  =   0.99996979
 SY5475!UTM  10      -   1.00000281  x   0.99960329  =   0.99960610
 SY5475
 SY5475:                Primary Azimuth Mark                     Grid Az
 SY5475:SPC WA N     -  HAZEL POINT 3                            162 36 07.1
 SY5475:UTM  10      -  HAZEL POINT 3                            160 59 23.6
 SY5475
 SY5475|---------------------------------------------------------------------|
 SY5475| PID    Reference Object                     Distance      Geod. Az  |
 SY5475|                                                           dddmmss.s |
 SY5475| SY5474 HAZEL POINT 3                       APPROX. 2.4 KM 1610904.6 |
 SY5475|---------------------------------------------------------------------|
 SY5475
 SY5475                          SUPERSEDED SURVEY CONTROL
 SY5475
 SY5475  NAD 83(1986)-  47 42 49.77934(N)    122 46 54.64755(W) AD(       ) 3
 SY5475  NAD 27      -  47 42 50.44600(N)    122 46 50.07000(W) AD(       ) 3
 SY5475
 SY5475.Superseded values are not recommended for survey control.
 SY5475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5475.See file dsdata.txt to determine how the superseded data were derived.
 SY5475
 SY5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1636384517(NAD 83)
 SY5475
 SY5475  HISTORY     - Date     Condition        Report By
 SY5475  HISTORY     - 1945     MONUMENTED       CGS
 SY5475  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SY5475  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5475  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY5475
 SY5475                          STATION DESCRIPTION
 SY5475
 SY5475'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CDM)
 SY5475'SEE 1945 RECOVERY NOTE FOR STATION CHUTE 2.
 SY5475
 SY5475                          STATION RECOVERY (1947)
 SY5475
 SY5475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (TBR)
 SY5475'THE STATION WAS BUILT IN 1945 BUT WAS NOT LOCATED AT THAT TIME.  IT
 SY5475'WAS FOUND WASHED OUT OF THE GROUND BY STORM ACTION AND WAS REPLACED
 SY5475'AS DESCRIBED BELOW--
 SY5475'
 SY5475'THE STATION IS ON THE W SIDE OF HOOD CANAL, ABOUT 1-1/2 MILES NW
 SY5475'OF HAZEL POINT, AT THE NEAREST POINT FROM WHICH A SIGNAL ON HAZEL
 SY5475'POINT IS VISIBLE FROM THE SHORE LINE N OF IT.  THE STATION IS
 SY5475'LOCATED ON FLAT SANDY BEACH AREA, ABOUT 35 FEET NW OF THE W OF
 SY5475'TWO FRAME HOUSES ON LOG SKIDS, AND 20 FEET E OF THE E END OF THE
 SY5475'BLUFF TO THE W OF THE STATION.
 SY5475'
 SY5475'R.M. 1 COULD NOT BE FOUND.  THE OWNER OF THE PROPERTY SAID HE HAD
 SY5475'DUG UP A MARK WHILE BULLDOZING A ROAD TO THE BEACH AT THIS POINT.
 SY5475'
 SY5475'R.M. 2 COULD NOT BE FOUND AND IS THOUGHT TO BE HIDDEN UNDER THE
 SY5475'E OF THE TWO HOUSES AT THIS POINT.
 SY5475
 SY5475                          STATION RECOVERY (1963)
 SY5475
 SY5475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5475'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON
 SY5475'THE WEST SHORE OF HOOD CANAL ON THE EAST SHORE OF TOANDOS
 SY5475'PENINSULA AND ABOUT 1-1/2 MILES NORTH-NORTHWEST OF HAZEL POINT.
 SY5475'
 SY5475'THE STATION IS A STANDARD DISK STAMPED CHUTE NO 3 1945 SET IN A
 SY5475'12-INCH BY 24-INCH CONCRETE MONUMENT, 3 INCHES BELOW THE
 SY5475'GROUND.  IT IS 21.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 SY5475'OF THE NORTHERN MOST ON OF THREE HOUSES, 17.0 FEET SOUTH-SOUTHEAST
 SY5475'OF A NAIL IN A TRIANGULAR BLAZE ON AN 8 INCH FIR TREE, ABOUT 10
 SY5475'FEET SOUTH OF THE NORTH END OF THE CLEARING AND AT THE STORM
 SY5475'HIGH WATERLINE.
 SY5475
 SY5475                          STATION RECOVERY (1969)
 SY5475
 SY5475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GFT)
 SY5475'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SY5475'F. N. IN 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1393 ***********************************************************************
 TP1393  CBN         -  This is a Cooperative Base Network Control Station.
 TP1393  DESIGNATION -  CIA
 TP1393  PID         -  TP1393
 TP1393  STATE/COUNTY-  WA/OKANOGAN
 TP1393  USGS QUAD   -  NESPELEM (1993)
 TP1393
 TP1393                         *CURRENT SURVEY CONTROL
 TP1393  ___________________________________________________________________
 TP1393* NAD 83(1998)-  48 08 05.23805(N)    118 58 26.08390(W)     ADJUSTED  
 TP1393* NAVD 88     -       545.653  (meters)    1790.20   (feet)  ADJUSTED  
 TP1393  ___________________________________________________________________
 TP1393  X           -  -2,065,975.430 (meters)                     COMP
 TP1393  Y           -  -3,731,123.817 (meters)                     COMP
 TP1393  Z           -   4,727,283.791 (meters)                     COMP
 TP1393  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 TP1393  ELLIP HEIGHT-         526.49  (meters)          (07/03/01) GPS OBS
 TP1393  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TP1393  DYNAMIC HT  -         545.698 (meters)    1790.34  (feet)  COMP
 TP1393  MODELED GRAV-     980,678.6   (mgal)                       NAVD 88
 TP1393
 TP1393  HORZ ORDER  -  B
 TP1393  VERT ORDER  -  SECOND    CLASS II
 TP1393  ELLP ORDER  -  FIFTH     CLASS I
 TP1393
 TP1393.The horizontal coordinates were established by GPS observations
 TP1393.and adjusted by the National Geodetic Survey in July 2001..
 TP1393.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TP1393.DATUM ITEM on the data sheet items page.
 TP1393
 TP1393.The orthometric height was determined by differential leveling
 TP1393.and adjusted by the National Geodetic Survey in April 1995..
 TP1393.WARNING-GPS observations at this control monument resulted in a GPS
 TP1393.derived orthometric height which differed from the leveled height by
 TP1393.more than one decimeter (0.1 meter).
 TP1393
 TP1393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TP1393
 TP1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1393
 TP1393.The ellipsoidal height was determined by GPS observations
 TP1393.and is referenced to NAD 83.
 TP1393
 TP1393.The geoid height was determined by GEOID03.
 TP1393
 TP1393.The dynamic height is computed by dividing the NAVD 88
 TP1393.geopotential number by the normal gravity value computed on the
 TP1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP1393.degrees latitude (g = 980.6199 gals.).
 TP1393
 TP1393.The modeled gravity was interpolated from observed gravity values.
 TP1393
 TP1393;                    North         East     Units Scale Factor Converg.
 TP1393;SPC WA N     -   127,840.262   638,376.672   MT  0.99994230   +1 23 03.8
 TP1393;SPC WA N     -   419,422.59  2,094,407.46   sFT  0.99994230   +1 23 03.8
 TP1393;UTM  11      - 5,333,165.845   353,142.128   MT  0.99986501   -1 28 13.0
 TP1393
 TP1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1393!SPC WA N     -   0.99991749  x   0.99994230  =   0.99985980
 TP1393!UTM  11      -   0.99991749  x   0.99986501  =   0.99978251
 TP1393
 TP1393                          SUPERSEDED SURVEY CONTROL
 TP1393
 TP1393  NAD 83(1991)-  48 08 05.23670(N)    118 58 26.08411(W) AD(       ) B
 TP1393  ELLIP H (05/29/91)  526.63   (m)                       GP(       ) 4 1
 TP1393  NGVD 29 (05/29/91)  544.41   (m)         1786.1    (f) LEVELING    3  
 TP1393
 TP1393.Superseded values are not recommended for survey control.
 TP1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1393.See file dsdata.txt to determine how the superseded data were derived.
 TP1393
 TP1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP5314233166(NAD 83)
 TP1393_MARKER: DH = HORIZONTAL CONTROL DISK
 TP1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1393_SP_SET: CONCRETE POST
 TP1393_STAMPING: C. I. A. 1990
 TP1393_MARK LOGO: NGS   
 TP1393_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TP1393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1393+STABILITY: POSITION/ELEVATION WELL
 TP1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP1393+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1993
 TP1393
 TP1393  HISTORY     - Date     Condition        Report By
 TP1393  HISTORY     - 1989     MONUMENTED       NGS
 TP1393  HISTORY     - 19900911 GOOD
 TP1393  HISTORY     - 19930531 GOOD             DCPW
 TP1393
 TP1393                          STATION DESCRIPTION
 TP1393
 TP1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 TP1393'THE STATION IS LOCATED ABOUT 59.6 KM (37.0 MI) WEST OF INCHELIUM, 53.1
 TP1393'KM (33.0 MI) EAST OF MONSE, 48.3 KM (30.0 MI) EAST OF OMAK, 24.2 KM
 TP1393'(15.0 MI) NORTH OF COULEE DAM AND AT THE COLVILLE INDAIN AGENCY JUST
 TP1393'SOUTH OF NESPELEM.
 TP1393'TO REACH FROM THE JUNCTION OF STATE ROUTE 155 AND THE ENTRANCE ROAD TO
 TP1393'THE INDAIN AGENCY, GO EAST ON THE ENTRANCE RAOD FOR 0.24 KM
 TP1393'(0.15 MI)  TO THE BUREAU OF INDIAN AFFAIRS OFFICE AND THE STATION.
 TP1393'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 TP1393'WITH THE GROUND SURFACE.  IT IS 18.6 M (61.0 FT) NORTH-NORTHEAST OF
 TP1393'THE ENTRANCE TO THE BUILDING, 16.2 M (53.1 FT) WEST-NORTHWEST OF THE
 TP1393'NORTHWEST CORNER OF THE EAST WING OF THE BUILDING, 13.7 M (44.9 FT)
 TP1393'EAST OF A FLAG POLE, 8.5 M (27.9 FT) EAST OF THE NORTH LEG OF A SIGN,
 TP1393'US DEPT OF INTERIOR  BUREAU OF INDIAN AFFAIRS  COLVILLE INDIAN AGENCY
 TP1393'AND 2.0 M (6.6 FT) SOUTH OF A CURB.
 TP1393
 TP1393                          STATION RECOVERY (1990)
 TP1393
 TP1393'RECOVERED 1990
 TP1393'RECOVERED IN GOOD CONDITION.
 TP1393
 TP1393                          STATION RECOVERY (1993)
 TP1393
 TP1393'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 1993
 TP1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4034 ***********************************************************************
 RD4034  DESIGNATION -  CINCO
 RD4034  PID         -  RD4034
 RD4034  STATE/COUNTY-  WA/CLARK
 RD4034  USGS QUAD   -  ST HELENS (1990)
 RD4034
 RD4034                         *CURRENT SURVEY CONTROL
 RD4034  ___________________________________________________________________
 RD4034* NAD 83(1991)-  45 47 11.49314(N)    122 46 21.03530(W)     ADJUSTED  
 RD4034* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD4034  ___________________________________________________________________
 RD4034  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 RD4034  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 RD4034
 RD4034  HORZ ORDER  -  THIRD
 RD4034
 RD4034.The horizontal coordinates were established by classical geodetic methods
 RD4034.and adjusted by the National Geodetic Survey in December 1991..
 RD4034
 RD4034.The orthometric height was scaled from a topographic map.
 RD4034
 RD4034.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4034
 RD4034.The geoid height was determined by GEOID03.
 RD4034
 RD4034;                    North         East     Units Scale Factor Converg.
 RD4034;SPC WA S     -    52,918.328   323,310.657   MT  1.00001094   -1 39 02.7
 RD4034;SPC WA S     -   173,616.21  1,060,728.38   sFT  1.00001094   -1 39 02.7
 RD4034;SPC OR N     -   238,052.846 2,323,319.797   MT  0.99995273   -1 36 41.9
 RD4034;SPC OR N     -   781,013.27  7,622,440.28   iFT  0.99995273   -1 36 41.9
 RD4034;UTM  10      - 5,070,354.658   517,682.710   MT  0.99960384   +0 09 47.0
 RD4034
 RD4034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4034!SPC WA S     -   1.00000212  x   1.00001094  =   1.00001306
 RD4034!SPC OR N     -   1.00000212  x   0.99995273  =   0.99995485
 RD4034!UTM  10      -   1.00000212  x   0.99960384  =   0.99960596
 RD4034
 RD4034|---------------------------------------------------------------------|
 RD4034| PID    Reference Object                     Distance      Geod. Az  |
 RD4034|                                                           dddmmss.s |
 RD4034| CE2413 CINCO RM 1                            7.222 METERS 03835     |
 RD4034| CE2414 CINCO RM 2                           10.345 METERS 14318     |
 RD4034| RD3945 FALES                               APPROX. 2.0 KM 1544426.6 |
 RD4034| RD4028 BACHELOR DIKE LIGHT                 252.848 METERS 16101     |
 RD4034| RD3984 LYONS BARN UPSTREAM VENT            APPROX. 1.2 KM 2030203.9 |
 RD4034| RD4029 DIKE 21.2 DOLPHIN WEST END           81.079 METERS 28653     |
 RD4034| RD3957 DIKE 22.5 DOLPHIN EAST END          APPROX. 2.0 KM 3103352.8 |
 RD4034| RD4005 DIKE 21.4 DOLPHIN WEST END          383.569 METERS 32102     |
 RD4034| RD4012 BACHELOR POINT LIGHT                APPROX. 0.7 KM 3253713.6 |
 RD4034|---------------------------------------------------------------------|
 RD4034
 RD4034                          SUPERSEDED SURVEY CONTROL
 RD4034
 RD4034  NAD 83(1991)-  45 47 11.49314(N)    122 46 21.03529(W) AD(       ) 3
 RD4034  NAD 83(1986)-  45 47 11.51288(N)    122 46 21.03389(W) AD(       ) 3
 RD4034  NAD 27      -  45 47 12.08900(N)    122 46 16.66900(W) AD(       ) 3
 RD4034
 RD4034.Superseded values are not recommended for survey control.
 RD4034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4034.See file dsdata.txt to determine how the superseded data were derived.
 RD4034
 RD4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1768370355(NAD 83)
 RD4034_MARKER: Z = SEE DESCRIPTION
 RD4034_SETTING: 0 = UNSPECIFIED SETTING
 RD4034
 RD4034  HISTORY     - Date     Condition        Report By
 RD4034  HISTORY     - 1937     MONUMENTED       CGS
 RD4034  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD4034
 RD4034                          STATION DESCRIPTION
 RD4034
 RD4034'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD4034'STATION IS ABOUT 1/4 MILE UPSTREAM OF BACHELOR ISLAND POINT, ABOUT 50
 RD4034'METERS UPSTREAM OF DIKE 21.2, 2 METERS INSHORE OF THE EDGE OF THE
 RD4034'UPPER TERRACE OF THE RIVER BANK.
 RD4034'
 RD4034'STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A 5-FOOT
 RD4034'SECTION OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING 6 INCHES ABOVE THE
 RD4034'SURFACE.
 RD4034'
 RD4034'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN THE TOP OF 2
 RD4034'1/2-FOOT SECTIONS OF SIMILAR PIPE.  ALL MARKS STAMPED CINCO 1937.
 RD4034
 RD4034                          STATION RECOVERY (1946)
 RD4034
 RD4034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD4034'THE STATION AND BOTH REFERENCE MARKS WERE FOUND WASHED OUT AND LYING
 RD4034'ON THE RIVER BANK.
 RD4034'
 RD4034'THE STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0511 ***********************************************************************
 TQ0511  DESIGNATION -  CIRCLE MTN LOOKOUT HOUSE
 TQ0511  PID         -  TQ0511
 TQ0511  STATE/COUNTY-  WA/SNOHOMISH
 TQ0511  USGS QUAD   -  PUGH MOUNTAIN (1982)
 TQ0511
 TQ0511                         *CURRENT SURVEY CONTROL
 TQ0511  ___________________________________________________________________
 TQ0511* NAD 83(1991)-  48 13 13.66284(N)    121 19 21.04278(W)     ADJUSTED  
 TQ0511* NAVD 88     -                                                        
 TQ0511  ___________________________________________________________________
 TQ0511  LAPLACE CORR-          10.95  (seconds)                    DEFLEC99
 TQ0511  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 TQ0511
 TQ0511  HORZ ORDER  -  THIRD
 TQ0511
 TQ0511.The horizontal coordinates were established by classical geodetic methods
 TQ0511.and adjusted by the National Geodetic Survey in December 1991..
 TQ0511
 TQ0511
 TQ0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0511
 TQ0511.The geoid height was determined by GEOID03.
 TQ0511
 TQ0511;                    North         East     Units Scale Factor Converg.
 TQ0511;SPC WA N     -   135,809.800   463,652.967   MT  0.99994385   -0 21 51.1
 TQ0511;SPC WA N     -   445,569.32  1,521,168.11   sFT  0.99994385   -0 21 51.1
 TQ0511;UTM  10      - 5,342,164.456   624,597.028   MT  0.99979075   +1 15 03.9
 TQ0511
 TQ0511                          SUPERSEDED SURVEY CONTROL
 TQ0511
 TQ0511  NAD 83(1986)-  48 13 13.66509(N)    121 19 21.04450(W) AD(       ) 4
 TQ0511  NAD 27      -  48 13 14.26300(N)    121 19 16.64200(W) AD(       ) 3
 TQ0511
 TQ0511.Superseded values are not recommended for survey control.
 TQ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0511.See file dsdata.txt to determine how the superseded data were derived.
 TQ0511
 TQ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU2459742164(NAD 83)
 TQ0511
 TQ0511  HISTORY     - Date     Condition        Report By
 TQ0511  HISTORY     - 1950     MONUMENTED       CGS
 TQ0511
 TQ0511                          STATION DESCRIPTION
 TQ0511
 TQ0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TQ0511'THE STATION IS LOCATED IN THE MOUNT BAKER NATIONAL FOREST.  IT IS
 TQ0511'ON A LOW RIDGE THAT LIES BETWEEN THE SUATTLE AND WHITECHUCK
 TQ0511'RIVERS, ABOUT 13 MILES AIRLINE EAST OF DARRINGTON, ABOUT 29 MILES
 TQ0511'AIRLINE SOUTHEAST OF CONCRETE, AND ABOUT 21-3/4 MILES AIRLINE
 TQ0511'SOUTH-SOUTHEAST OF MARBLEMOUNT.
 TQ0511'
 TQ0511'THE STATION IS A WOODEN BUILDING THAT IS 14 FEET SQUARE AND ABOUT
 TQ0511'12 FEET TALL.  THE BUILDING SITS ON THE GROUND AND HAS A V-TYPE
 TQ0511'ROOF.  THE OBJECT THAT WAS INTERSECTED IS THE CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0418 ***********************************************************************
 SY0418  DESIGNATION -  CISTERN
 SY0418  PID         -  SY0418
 SY0418  STATE/COUNTY-  WA/KING
 SY0418  USGS QUAD   -  
 SY0418
 SY0418                         *CURRENT SURVEY CONTROL
 SY0418  ___________________________________________________________________
 SY0418* NAD 83(1991)-  47 43 35.13682(N)    122 17 04.54813(W)     ADJUSTED  
 SY0418* NAVD 88     -        98.012  (meters)     321.56   (feet)  ADJUSTED  
 SY0418  ___________________________________________________________________
 SY0418  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 SY0418  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY0418  DYNAMIC HT  -          98.025 (meters)     321.60  (feet)  COMP
 SY0418  MODELED GRAV-     980,746.7   (mgal)                       NAVD 88
 SY0418
 SY0418  HORZ ORDER  -  FIRST
 SY0418  VERT ORDER  -  FIRST     CLASS II
 SY0418
 SY0418.The horizontal coordinates were established by classical geodetic methods
 SY0418.and adjusted by the National Geodetic Survey in December 1991..
 SY0418
 SY0418.The orthometric height was determined by differential leveling
 SY0418.and adjusted by the National Geodetic Survey in June 1991..
 SY0418
 SY0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0418
 SY0418.The geoid height was determined by GEOID03.
 SY0418
 SY0418.The dynamic height is computed by dividing the NAVD 88
 SY0418.geopotential number by the normal gravity value computed on the
 SY0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0418.degrees latitude (g = 980.6199 gals.).
 SY0418
 SY0418.The modeled gravity was interpolated from observed gravity values.
 SY0418
 SY0418;                    North         East     Units Scale Factor Converg.
 SY0418;SPC WA N     -    81,791.954   391,137.835   MT  0.99996547   -1 04 49.8
 SY0418;SPC WA N     -   268,345.77  1,283,258.05   sFT  0.99996547   -1 04 49.8
 SY0418;UTM  10      - 5,286,142.268   553,647.267   MT  0.99963537   +0 31 45.7
 SY0418
 SY0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0418!SPC WA N     -   0.99998834  x   0.99996547  =   0.99995382
 SY0418!UTM  10      -   0.99998834  x   0.99963537  =   0.99962372
 SY0418
 SY0418:                Primary Azimuth Mark                     Grid Az
 SY0418:SPC WA N     -  SAINT EDWARDS SEMINARY TOWER             071 36 40.7
 SY0418:UTM  10      -  SAINT EDWARDS SEMINARY TOWER             070 00 05.2
 SY0418
 SY0418|---------------------------------------------------------------------|
 SY0418| PID    Reference Object                     Distance      Geod. Az  |
 SY0418|                                                           dddmmss.s |
 SY0418| SY3889 SAINT EDWARDS SEMINARY TOWER        APPROX. 2.2 KM 0703150.9 |
 SY0418| SY3840 SAINT EDWARDS SEMINARY TANK         APPROX. 2.4 KM 0844147.5 |
 SY0418| SY3719 KIRKLAND WOOLEN MILLS TALL STACK    APPROX. 7.3 KM 1333305.1 |
 SY0418| SY3882 SAND POINT BLDG 1 WEATHER VANE      APPROX. 4.7 KM 1574645.9 |
 SY0418| SY3867 MAPLE LEAF TANK                     APPROX. 4.6 KM 2121719.1 |
 SY0418| CF7273 CISTERN RM 1                         17.305 METERS 28939     |
 SY0418| SY4890 SEATTLE DIST 42 TANK                APPROX. 4.2 KM 3313155.4 |
 SY0418| SY0417 CISTERN RM 2                         13.138 METERS 34004     |
 SY0418|---------------------------------------------------------------------|
 SY0418
 SY0418                          SUPERSEDED SURVEY CONTROL
 SY0418
 SY0418  NAD 83(1986)-  47 43 35.13005(N)    122 17 04.55209(W) AD(       ) 1
 SY0418  NAD 27      -  47 43 35.77800(N)    122 17 00.09800(W) AD(       ) 1
 SY0418  NGVD 29 (??/??/??)   96.902  (m)          317.92   (f) ADJUSTED    1 2
 SY0418
 SY0418.Superseded values are not recommended for survey control.
 SY0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0418.See file dsdata.txt to determine how the superseded data were derived.
 SY0418
 SY0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5364786142(NAD 83)
 SY0418_MARKER: DR = REFERENCE MARK DISK
 SY0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0418_STAMPING: CISTERN 1933
 SY0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0418+STABILITY: SURFACE MOTION
 SY0418
 SY0418  HISTORY     - Date     Condition        Report By
 SY0418  HISTORY     - 1933     MONUMENTED       CGS
 SY0418  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY0418  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY0418  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY0418  HISTORY     - 1947     GOOD             CGS
 SY0418  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY0418  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SY0418  HISTORY     - 1961     MARK NOT FOUND   CGS
 SY0418  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY0418
 SY0418                          STATION DESCRIPTION
 SY0418
 SY0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY0418'STATION IS IN THE END OF E ONE HUNDRED THIRTY-FIFTH STREET NEAR THE
 SY0418'TOP OF THE BLUFF OVERLOOKING LAKE WASHINGTON.  THE ROAD IS NOT
 SY0418'PAVED.  THE STATION IS 3-1/2 PACES S OF LINE OF POLES ON N SIDE OF
 SY0418'THE STREET, JUST E OF FORTIETH N AND 13.75 METERS N OF A CHICKEN
 SY0418'HOUSE.
 SY0418'
 SY0418'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 SY0418'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 SY0418'
 SY0418'REFERENCE MARK NO.1 IS 8.7 METERS E AND 13.0 METERS S OF THE FRAME
 SY0418'HOUSE AT 4010 E ONE HUNDRED THIRTY-FIFTH STREET.  REFERENCE MARK NO.2
 SY0418'IS 1.9 METERS E AND 1.5 METERS N OF THE CHICKEN HOUSE ON THE S SIDE
 SY0418'OF THE ROAD.
 SY0418'
 SY0418'REQUIRES A TRIPOD 17 FEET HIGH TO SEE OVER WOODEN AREAS AND
 SY0418'ADJACENT BUILDINGS.
 SY0418
 SY0418                          STATION RECOVERY (1936)
 SY0418
 SY0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY0418'STATION RECOVERED AS DESCRIBED.
 SY0418
 SY0418                          STATION RECOVERY (1943)
 SY0418
 SY0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY0418'THE STATION FOUND 3.2 M. NORTH OF MIDDLE OF ROAD, IN GOOD CONDITION,
 SY0418'CENTER BURIED 3 IN.  THE ROAD HAS BEEN SLIGHTLY IMPROVED AND OILED.
 SY0418'THERE IS A PRIVATE ROAD TURNING SOUTH JUST EAST OF THE CHICKEN HOUSE
 SY0418'AND TWO LARGE 14 IN WOODEN GATE POSTS AT ENTRANCE TO ROAD.
 SY0418'
 SY0418'R.M. 2 IS JUST SOUTH OF THE WESTERN POST.  DISTANCES WERE MEASURED
 SY0418'TO THESE POSTS AND TO TWO BOULDERS.  RM 2 IS 1.3 M.  FROM THE GATE
 SY0418'POST AND 2.34 M. FROM CORNER OF HOUSE.
 SY0418'
 SY0418'R.M. 1 WAS NOT FOUND, BUT WAS NOT EXHAUSTIVELY SOUGHT.  IT MAY BE
 SY0418'COVERED BY DEBRIS.  CENTER TO--
 SY0418'
 SY0418'EASTERN GATE POST 14 IN DIA.  13.94 METERS
 SY0418'
 SY0418'WESTERN GATE POST 14 IN DIA.  11.89
 SY0418'
 SY0418'R.M. 2-NEAR WESTERN GATE POST AND NE COR. CHICKEN HO.  13.138
 SY0418'
 SY0418'NE COR. CHICKEN HOUSE 13.87 METERS.
 SY0418'
 SY0418'SMALL GRANITE BOULDER, WELL BEDDED, 1 M. SOUTH OF ROAD, IN LINE WITH
 SY0418'NE COR. CHICKEN HO.  10.25 METERS.
 SY0418'
 SY0418'NW COR. CHICKEN HOUSE 20.79 METERS.
 SY0418'
 SY0418'BOULDER N. OF ROAD, 1 M. WEST OF EAST LINE OF HOUSE 4010 AND 1 M.
 SY0418'SOUTH OF LOT LINE 22.50 METERS.
 SY0418'
 SY0418'R.M. 1 17.306 METERS.
 SY0418'
 SY0418'R.M. 2 TO--
 SY0418'
 SY0418'NE COR. CHICKEN HOUSE 2.34 METERS.
 SY0418'
 SY0418'WESTERN GATE POST 1.30 METERS.
 SY0418
 SY0418                          STATION RECOVERY (1945)
 SY0418
 SY0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (SBG)
 SY0418'THIS STATION WAS RECOVERED AS DESCRIBED BY E.E. SMITH IN 1933.  SEE
 SY0418'THAT DESCRIPTION FOR DETAILS.  MARKS IN GOOD CONDITION BUT THE
 SY0418'STATION IS SURROUNDED ON THREE SIDES BY LARGE TREES AND THICK
 SY0418'BRUSH AND WAS NOT CONNECTED TO THIS SCHEME OF TRIANGULATION.
 SY0418
 SY0418                          STATION RECOVERY (1947)
 SY0418
 SY0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 SY0418'1.2 MI NE FROM LAKE CITY.
 SY0418'0.6 MILE EAST ALONG E. 125TH. STREET FROM THE GRAMMAR SCHOOL AT LAKE
 SY0418'CITY, THENCE 0.5 MILE NORTH ALONG 39TH. AVENUE N.E., THENCE 0.1 MILE
 SY0418'EAST ALONG E. 135TH. STREET.  AT THE EAST END OF E. 135TH. STREET
 SY0418'OVERLOOKING LAKE WASHINGTON, 43.2 FEET SOUTH OF THE SOUTHEAST CORNER
 SY0418'OF HOUSE NO. 4020, 43.7 FEET NORTH OF THE NORTHEAST CORNER OF THE
 SY0418'HENDRIX HOBBY SHOP, 12 FEET NORTH OF THE CENTER LINE OF E. 135TH.
 SY0418'STREET, 17 FEET SOUTHWEST OF A POWER POLE, AND SET IN THE TOP OF A
 SY0418'CONCRETE POST 0.2 FOOT UNDERGROUND.
 SY0418
 SY0418                          STATION RECOVERY (1955)
 SY0418
 SY0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY0418'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 SY0418'CONDITION.
 SY0418'
 SY0418'NO SEARCH WAS MADE FOR THE OTHER MARKS.
 SY0418'
 SY0418'A TRAVERSE CONNECTION WAS MADE TO CISTERN 1933 FROM THE 1/4 E
 SY0418'CORNER SECTION, T 26 N, R 4 E.  SEE DESCRIPTION THEREOF.
 SY0418'
 SY0418'THE STATION WAS NOT OCCUPIED BY THIS PARTY DURING THE 1955
 SY0418'OBSERVATIONS.
 SY0418
 SY0418                          STATION RECOVERY (1958)
 SY0418
 SY0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EHK)
 SY0418'STATION IS LOST.  THE STATION MONUMENT WAS UPROOTED ON 19 AUG. 1958
 SY0418'BY CONTRACTOR DIGGING A TRENCH FOR A NEW WATER MAIN.  THE
 SY0418'SUB-SURFACE MARK WAS NOT SEARCHED FOR BUT HAS UNDOUBTEDLY BEEN
 SY0418'DISTURBED AS THE TRENCH PASSES DIRECTLY OVER THE STATION SITE.
 SY0418'
 SY0418'RM 1 WAS DESTROYED ABOUT 15 YEARS AGO DURING CONSTRUCTION OF A NEW
 SY0418'HOUSE.
 SY0418'
 SY0418'RM 2 WAS RECOVERED IN GOOD CONDITION.  IT IS ON A SLIGHT BANK
 SY0418'BETWEEN A FENCE AND A DRIVEWAY.
 SY0418'
 SY0418'STATION CISTERN ECCENTRIC, WASHINGTON GEODETIC SURVEY, 1939, WAS
 SY0418'NOT DUG FOR, BUT IS PROBABLY STILL IN PLACE AS THE AREA APPEARS
 SY0418'UNDISTURBED.
 SY0418'
 SY0418'THE VICINITY OF STATION CISTERN IS COMPLETELY SURROUNDED BY TREES
 SY0418'AND HOUSES.
 SY0418
 SY0418                          STATION RECOVERY (1961)
 SY0418
 SY0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SY0418'MARK NOT FOUND.
 SY0418
 SY0418                          STATION RECOVERY (1983)
 SY0418
 SY0418'RECOVERY NOTE BY US POWER SQUADRON 1983 (GCS)
 SY0418'STATION LOST.
 SY0418'
 SY0418'LOST AS REPORTED IN THE 1958 RECOVERY NOTE.
 SY0418'
 SY0418'RM 1 IS LOST AS PREVIOUSLY REPORTED.
 SY0418'
 SY0418'RM 2 IS STILL PRESENT IN LOCATION AS DESCRIBED, EXCEPT IT SEEMS
 SY0418'TO BE DISTURBED SLIGHTLY.  IT IS SET IN A 12 INCH SQUARE POST OF
 SY0418'CONCRETE AND IS 12 INCHES ABOVE THE SURFACE.  THE PRIVATE DRIVE TO
 SY0418'THE SOUTH IS PAVED, AND THE PAVING MIGHT HAVE LEANED THE MONUMENT
 SY0418'TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2097 ***********************************************************************
 SA2097  DESIGNATION -  CISTERN
 SA2097  PID         -  SA2097
 SA2097  STATE/COUNTY-  WA/ADAMS
 SA2097  USGS QUAD   -  LIND SW (1970)
 SA2097
 SA2097                         *CURRENT SURVEY CONTROL
 SA2097  ___________________________________________________________________
 SA2097* NAD 83(1991)-  46 50 15.53414(N)    118 40 05.48527(W)     ADJUSTED  
 SA2097* NAVD 88     -       491.7    (meters)    1613.     (feet)  VERTCON   
 SA2097  ___________________________________________________________________
 SA2097  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 SA2097  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 SA2097
 SA2097  HORZ ORDER  -  SECOND
 SA2097
 SA2097.The horizontal coordinates were established by classical geodetic methods
 SA2097.and adjusted by the National Geodetic Survey in December 1991..
 SA2097
 SA2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2097
 SA2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2097
 SA2097.The geoid height was determined by GEOID03.
 SA2097
 SA2097;                    North         East     Units Scale Factor Converg.
 SA2097;SPC WA S     -   168,828.350   639,718.428   MT  0.99992430   +1 19 50.2
 SA2097;SPC WA S     -   553,897.68  2,098,809.54   sFT  0.99992430   +1 19 50.2
 SA2097;UTM  11      - 5,188,473.780   372,792.339   MT  0.99979889   -1 13 01.1
 SA2097
 SA2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2097!SPC WA S     -   0.99992615  x   0.99992430  =   0.99985046
 SA2097!UTM  11      -   0.99992615  x   0.99979889  =   0.99972506
 SA2097
 SA2097|---------------------------------------------------------------------|
 SA2097| PID    Reference Object                     Distance      Geod. Az  |
 SA2097|                                                           dddmmss.s |
 SA2097| CF4649 CISTERN RM 1                         20.820 METERS 08211     |
 SA2097| CF4648 CISTERN AZ MK                                      0884355.5 |
 SA2097| CF4650 CISTERN RM 2                         29.372 METERS 18025     |
 SA2097|---------------------------------------------------------------------|
 SA2097
 SA2097                          SUPERSEDED SURVEY CONTROL
 SA2097
 SA2097  NAD 83(1986)-  46 50 15.54399(N)    118 40 05.47607(W) AD(       ) 2
 SA2097  NAD 27      -  46 50 16.03600(N)    118 40 01.49800(W) AD(       ) 2
 SA2097  NGVD 29 (07/19/86)  490.6    (m)         1610.     (f) VERT ANG       
 SA2097
 SA2097.Superseded values are not recommended for survey control.
 SA2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2097.See file dsdata.txt to determine how the superseded data were derived.
 SA2097
 SA2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7279288474(NAD 83)
 SA2097_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2097_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SA2097
 SA2097  HISTORY     - Date     Condition        Report By
 SA2097  HISTORY     - 1950     MONUMENTED       CGS
 SA2097
 SA2097                          STATION DESCRIPTION
 SA2097
 SA2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SA2097'THE STATION IS LOCATED CLOSE TO AN OLD CONCRETE CISTERN, NEAR THE
 SA2097'TOP OF A CULTIVATED HILL, ABOUT 14 MILES AIRLINE NORTHEAST OF
 SA2097'CONNELL, ABOUT 10 MILES AIRLINE SOUTH-SOUTHWEST OF LIND AND ABOUT 1
 SA2097'MILE AIRLINE SOUTHWEST OF U. S. HIGHWAY 395.
 SA2097'
 SA2097'TO REACH THE STATION FROM THE POST OFFICE IN LIND, GO SOUTH ON U. S.
 SA2097'HIGHWAY 395, TOWARD CONNELL, FOR 10.4 MILES TO A SIDE ROAD ON THE
 SA2097'RIGHT AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT, ONTO A DIRT
 SA2097'ROAD, AND GO WEST ABOUT 1 MILE TO A CONCRETE CISTERN AND THE
 SA2097'STATION NEAR THE TOP OF THE HILL.  NOTE--DUE TO THE DEEP SNOW AT
 SA2097'THE TIME THE STATION WAS OCCUPIED, THE STATION WAS PACKED TO FROM
 SA2097'THE HIGHWAY AND THE LAST MILEAGE ESTIMATED.
 SA2097'
 SA2097'THE STATION MARK IS A STANDARD DISK STAMPED CISTERN 1950 SET IN
 SA2097'THE TOP OF A ROUND CONCRETE POST, ABOUT 10 INCHES IN DIAMETER, THAT
 SA2097'SETS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND AND IS ABOUT 96
 SA2097'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE CISTERN.
 SA2097'
 SA2097'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CISTERN NO 1 1950
 SA2097'SET IN THE TOP OF A ROUND CONCRETE POST, ABOUT 10 INCHES IN
 SA2097'DIAMETER, THAT SETS ABOUT 18 INCHES BELOW THE SURFACE OF THE
 SA2097'GROUND.  IT IS ABOUT 108 FEET NORTH OF THE NORTHEAST CORNER OF THE
 SA2097'CISTERN AND ABOUT 2 FEET LOWER THAN THE STATION.
 SA2097'
 SA2097'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CISTERN NO 2 1950
 SA2097'SET IN A DRILL HOLE IN THE TOP OF THE NORTH WALL OF THE CONCRETE
 SA2097'CISTERN.  IT IS FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 SA2097'ELEVATION AS THE STATION.
 SA2097'
 SA2097'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF U. S. HIGHWAY 395
 SA2097'AND IS A STANDARD DISK STAMPED CISTERN 1950 SET IN THE TOP OF A
 SA2097'10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 SA2097'ABOUT 20 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, ABOUT 40
 SA2097'FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY 395 AND ABOUT 10 FEET
 SA2097'SOUTH-SOUTHEAST OF A TELEPHONE POLE.
 SA2097'
 SA2097'HEIGHT OF LIGHT ABOVE STATION MARK 1.84 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0417 ***********************************************************************
 SY0417  DESIGNATION -  CISTERN RM 2
 SY0417  PID         -  SY0417
 SY0417  STATE/COUNTY-  WA/KING
 SY0417  USGS QUAD   -  
 SY0417
 SY0417                         *CURRENT SURVEY CONTROL
 SY0417  ___________________________________________________________________
 SY0417* NAD 83(1986)-  47 43 34.     (N)    122 17 04.     (W)     SCALED    
 SY0417* NAVD 88     -        98.139  (meters)     321.98   (feet)  ADJUSTED  
 SY0417  ___________________________________________________________________
 SY0417  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY0417  DYNAMIC HT  -          98.152 (meters)     322.02  (feet)  COMP
 SY0417  MODELED GRAV-     980,746.8   (mgal)                       NAVD 88
 SY0417
 SY0417  VERT ORDER  -  FIRST     CLASS II
 SY0417
 SY0417.The horizontal coordinates were scaled from a topographic map and have
 SY0417.an estimated accuracy of +/- 6 seconds.
 SY0417
 SY0417.The orthometric height was determined by differential leveling
 SY0417.and adjusted by the National Geodetic Survey in June 1991..
 SY0417
 SY0417.The geoid height was determined by GEOID03.
 SY0417
 SY0417.The dynamic height is computed by dividing the NAVD 88
 SY0417.geopotential number by the normal gravity value computed on the
 SY0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0417.degrees latitude (g = 980.6199 gals.).
 SY0417
 SY0417.The modeled gravity was interpolated from observed gravity values.
 SY0417
 SY0417;                    North         East    Units  Estimated Accuracy
 SY0417;SPC WA N     -    81,760.      391,150.      MT  (+/- 180 meters Scaled)
 SY0417
 SY0417                          SUPERSEDED SURVEY CONTROL
 SY0417
 SY0417  NGVD 29 (??/??/??)   97.028  (m)          318.33   (f) ADJUSTED    1 2
 SY0417
 SY0417.Superseded values are not recommended for survey control.
 SY0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0417.See file dsdata.txt to determine how the superseded data were derived.
 SY0417
 SY0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET536861(NAD 83)
 SY0417_MARKER: DR = REFERENCE MARK DISK
 SY0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0417_STAMPING: RM 2
 SY0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0417+STABILITY: SURFACE MOTION
 SY0417
 SY0417  HISTORY     - Date     Condition        Report By
 SY0417  HISTORY     - 1933     MONUMENTED       CGS
 SY0417  HISTORY     - 1961     GOOD             CGS
 SY0417
 SY0417                          STATION DESCRIPTION
 SY0417
 SY0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SY0417'IN SEATTLE.
 SY0417'THE MARK IS AT 4013 NE 135 STREET IN SEATTLE, 87 FEET SOUTHEAST OF
 SY0417'HOUSE NO. 4020, 56 FEET SOUTHWEST OF A FIRE HYDRANT, 51 FEET SOUTH OF
 SY0417'A POWER POLE, 27 FEET SOUTH OF THE CENTER LINE OF 135 STREET, 11 FEET
 SY0417'WEST OF THE CONCRETE CURB ON THE EAST SIDE OF A DRIVEWAY, (THERE IS NO
 SY0417'CURB ON THE WEST SIDE OF DRIVEWAY) 7 1/2 FEET NORTHEAST OF THE
 SY0417'NORTHEAST CORNER OF HOUSE NO. 4013, 5 FEET SOUTH OF THE NORTHEAST
 SY0417'CORNER OF A BOARD FENCE AND 1 FOOT EAST OF THE FENCE.  THE DISK IS SET
 SY0417'IN A SQUARE CONCRETE POST WHICH IS LEVEL WITH THE LAWN ON THE WEST
 SY0417'SIDE, BUT THERE IS ABOUT 1 FOOT OF THE POST EXPOSED ON THE EAST SIDE
 SY0417'WHERE THE GROUND HAS BEEN LEVELED OUT FOR THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0282 ***********************************************************************
 SY0282  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0282  DESIGNATION -  CITY 1
 SY0282  PID         -  SY0282
 SY0282  STATE/COUNTY-  WA/KING
 SY0282  USGS QUAD   -  POVERTY BAY (1994)
 SY0282
 SY0282                         *CURRENT SURVEY CONTROL
 SY0282  ___________________________________________________________________
 SY0282* NAD 83(1986)-  47 36 06.     (N)    122 20 01.     (W)     SCALED    
 SY0282* NAVD 88     -         8.687  (meters)      28.50   (feet)  ADJUSTED  
 SY0282  ___________________________________________________________________
 SY0282  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY0282  DYNAMIC HT  -           8.688 (meters)      28.50  (feet)  COMP
 SY0282  MODELED GRAV-     980,723.4   (mgal)                       NAVD 88
 SY0282
 SY0282  VERT ORDER  -  FIRST     CLASS I
 SY0282
 SY0282.The horizontal coordinates were scaled from a topographic map and have
 SY0282.an estimated accuracy of +/- 6 seconds.
 SY0282
 SY0282.The orthometric height was determined by differential leveling
 SY0282.and adjusted by the National Geodetic Survey in June 1991..
 SY0282.WARNING-Repeat measurements at this control monument indicate possible
 SY0282.vertical movement.
 SY0282
 SY0282.This Tidal Bench Mark is designated as VM 1147
 SY0282.by the Center for Operational Oceanographic Products and Services.
 SY0282
 SY0282.The geoid height was determined by GEOID03.
 SY0282
 SY0282.The dynamic height is computed by dividing the NAVD 88
 SY0282.geopotential number by the normal gravity value computed on the
 SY0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0282.degrees latitude (g = 980.6199 gals.).
 SY0282
 SY0282.The modeled gravity was interpolated from observed gravity values.
 SY0282
 SY0282;                    North         East    Units  Estimated Accuracy
 SY0282;SPC WA N     -    67,990.      387,190.      MT  (+/- 180 meters Scaled)
 SY0282
 SY0282                          SUPERSEDED SURVEY CONTROL
 SY0282
 SY0282  NGVD 29 (??/??/??)    7.596  (m)           24.92   (f) ADJUSTED    1 1
 SY0282
 SY0282.Superseded values are not recommended for survey control.
 SY0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0282.See file dsdata.txt to determine how the superseded data were derived.
 SY0282
 SY0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET500722(NAD 83)
 SY0282_MARKER: Q = CHISELED SQUARE
 SY0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0282_SP_SET: BASE
 SY0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0282+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 SY0282
 SY0282  HISTORY     - Date     Condition        Report By
 SY0282  HISTORY     - UNK      MONUMENTED       CGS
 SY0282  HISTORY     - 1973     GOOD             NGS
 SY0282  HISTORY     - 19910704 GOOD             USPSQD
 SY0282  HISTORY     - 20040609 GOOD             USPSQD
 SY0282  HISTORY     - 20050430 GOOD             USPSQD
 SY0282  HISTORY     - 20060630 GOOD             USPSQD
 SY0282
 SY0282                          STATION DESCRIPTION
 SY0282
 SY0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0282'IN SEATTLE.
 SY0282'AT SEATTLE, AT THE INTERSECTION OF JAMES STREET, FIRST AVENUE AND
 SY0282'YESLER WAY, AT THE SOUTH ENTRANCE TO PIONEER BUILDING, A CHISELED
 SY0282'SQUARE IN THE TOP OF THE WEST CORNER OF THE FIRST GRANITE STEP, 20.9
 SY0282'FEET NORTHWEST OF THE NORTHWEST CURB OF THE STREET, 16.0 FEET
 SY0282'NORTHEAST OF THE NORTHEAST CURB OF THE AVENUE, 5.8 FEET WEST OF THE
 SY0282'CENTER OF THE ENTRANCE TO THE BUILDING, 0.2 FOOT SOUTH OF THE FACE OF
 SY0282'A GRANITE COLUMN BASE WHICH IS INCRIBED CITY DATUM ELEV. 18.79.
 SY0282
 SY0282                          STATION RECOVERY (1991)
 SY0282
 SY0282'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTS)
 SY0282'RECOVERED IN GOOD CONDITION.
 SY0282
 SY0282                          STATION RECOVERY (2004)
 SY0282
 SY0282'RECOVERY NOTE BY US POWER SQUADRON 2004 (LJJ)
 SY0282'RECOVERED AS DESCRIBED
 SY0282
 SY0282                          STATION RECOVERY (2005)
 SY0282
 SY0282'RECOVERY NOTE BY US POWER SQUADRON 2005 (RSK)
 SY0282'RECOVERED AS DESCRIBED, MARKER WORN
 SY0282
 SY0282                          STATION RECOVERY (2006)
 SY0282
 SY0282'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0282'ENTRANCE GATED NOW.  STATION AS DESCRIBED AND LOCATED 3 FEET BELOW
 SY0282'CHISLED CITY DATUM ELEV 1879 ON WEST FACE OF GRANITE ABOVE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3210 ***********************************************************************
 SY3210  DESIGNATION -  CITY 1928
 SY3210  PID         -  SY3210
 SY3210  STATE/COUNTY-  WA/THURSTON
 SY3210  USGS QUAD   -  TUMWATER (1994)
 SY3210
 SY3210                         *CURRENT SURVEY CONTROL
 SY3210  ___________________________________________________________________
 SY3210* NAD 83(1991)-  47 03 21.26027(N)    122 54 12.16180(W)     ADJUSTED  
 SY3210* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY3210  ___________________________________________________________________
 SY3210  LAPLACE CORR-          -9.29  (seconds)                    DEFLEC99
 SY3210  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SY3210
 SY3210  HORZ ORDER  -  THIRD
 SY3210
 SY3210.The horizontal coordinates were established by classical geodetic methods
 SY3210.and adjusted by the National Geodetic Survey in December 1991..
 SY3210
 SY3210.The orthometric height was scaled from a topographic map.
 SY3210
 SY3210.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3210
 SY3210.The geoid height was determined by GEOID03.
 SY3210
 SY3210;                    North         East     Units Scale Factor Converg.
 SY3210;SPC WA S     -   194,249.494   317,437.103   MT  0.99994835   -1 44 44.9
 SY3210;SPC WA S     -   637,300.21  1,041,458.23   sFT  0.99994835   -1 44 44.9
 SY3210;UTM  10      - 5,211,381.260   507,338.056   MT  0.99960066   +0 04 14.6
 SY3210
 SY3210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3210!SPC WA S     -   1.00000290  x   0.99994835  =   0.99995125
 SY3210!UTM  10      -   1.00000290  x   0.99960066  =   0.99960356
 SY3210
 SY3210                          SUPERSEDED SURVEY CONTROL
 SY3210
 SY3210  NAD 83(1986)-  47 03 21.25793(N)    122 54 12.17191(W) AD(       ) 3
 SY3210  NAD 27      -  47 03 21.90800(N)    122 54 07.66600(W) AD(       ) 3
 SY3210
 SY3210.Superseded values are not recommended for survey control.
 SY3210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3210.See file dsdata.txt to determine how the superseded data were derived.
 SY3210
 SY3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0733811381(NAD 83)
 SY3210
 SY3210  HISTORY     - Date     Condition        Report By
 SY3210  HISTORY     - 1928     MONUMENTED       CGS
 SY3210  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3210  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY3210
 SY3210                          STATION DESCRIPTION
 SY3210
 SY3210'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (FHH)
 SY3210'THE STATION IS A STONE MONUMENT SET BY THE CITY OF OLYMPIA TO MARK
 SY3210'THE INTERSECTION OF K AVENUE AND CAPITOL WAY.  IT IS A STONE
 SY3210'ABOUT 6 INCHES SQUARE AT THE TOP AND PROJECTS ABOUT FOUR INCHES
 SY3210'ABOVE THE GROUND.  THE STATION IS MARKED BY A CHISELED CROSS.  THE
 SY3210'STREETS WHOSE INTERSECTION IT MARKS ARE NOT YET CONSTRUCTED AND
 SY3210'THE GROUND IS ALL FLAT SAND.  THE MONUMENT IS ABOUT 20 FEET FROM
 SY3210'THE BULKHEAD AT THE N END OF THE FILL AND 16 FEET FROM A
 SY3210'MANHOLE.  THE PORT ENGINEER HAS THIS MONUMENT SHOWN ON A LARGE
 SY3210'SCALE MAP.
 SY3210
 SY3210                          STATION RECOVERY (1936)
 SY3210
 SY3210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3210'THIS STATION IS NOT RECOVERABLE.  IT WAS DESTROYED WHEN TEMPORARY
 SY3210'STREETS WERE CONSTRUCTED AND ADDITIONAL FILLS WERE MADE.
 SY3210
 SY3210                          STATION RECOVERY (1987)
 SY3210
 SY3210'RECOVERY NOTE BY US POWER SQUADRON 1987 (KAS)
 SY3210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4366 ***********************************************************************
 SY4366  DESIGNATION -  CITY DOCK YELLOW HSE WHITE GAB
 SY4366  PID         -  SY4366
 SY4366  STATE/COUNTY-  WA/KING
 SY4366  USGS QUAD   -  POVERTY BAY (1994)
 SY4366
 SY4366                         *CURRENT SURVEY CONTROL
 SY4366  ___________________________________________________________________
 SY4366* NAD 83(1991)-  47 37 17.35417(N)    122 21 53.84302(W)     ADJUSTED  
 SY4366* NAVD 88     -                                                        
 SY4366  ___________________________________________________________________
 SY4366  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 SY4366  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY4366
 SY4366  HORZ ORDER  -  THIRD
 SY4366
 SY4366.The horizontal coordinates were established by classical geodetic methods
 SY4366.and adjusted by the National Geodetic Survey in December 1991..
 SY4366
 SY4366
 SY4366.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4366
 SY4366.The geoid height was determined by GEOID03.
 SY4366
 SY4366;                    North         East     Units Scale Factor Converg.
 SY4366;SPC WA N     -    70,243.807   384,878.478   MT  0.99997955   -1 08 25.2
 SY4366;SPC WA N     -   230,458.22  1,262,722.14   sFT  0.99997955   -1 08 25.2
 SY4366;UTM  10      - 5,274,426.846   547,716.785   MT  0.99962798   +0 28 08.8
 SY4366
 SY4366                          SUPERSEDED SURVEY CONTROL
 SY4366
 SY4366  NAD 83(1986)-  47 37 17.34744(N)    122 21 53.84576(W) AD(       ) 4
 SY4366  NAD 27      -  47 37 18.00000(N)    122 21 49.40000(W) AD(       ) 3
 SY4366
 SY4366.Superseded values are not recommended for survey control.
 SY4366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4366.See file dsdata.txt to determine how the superseded data were derived.
 SY4366
 SY4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4771774427(NAD 83)
 SY4366
 SY4366  HISTORY     - Date     Condition        Report By
 SY4366  HISTORY     - UNK      MONUMENTED
 SY4366  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4366  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY4366
 SY4366                          STATION DESCRIPTION
 SY4366
 SY4366'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4366'THE STATION HAS BEEN DESTROYED.  THE OLD CITY DOCK AT THE FOOT OF
 SY4366'W. HARRISON STREET AND ELLIOTT AVENUE W. HAS BEEN DEMOLISHED.
 SY4366
 SY4366                          STATION RECOVERY (2002)
 SY4366
 SY4366'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4760 ***********************************************************************
 SY4760  DESIGNATION -  CITY ICE
 SY4760  PID         -  SY4760
 SY4760  STATE/COUNTY-  WA/KING
 SY4760  USGS QUAD   -  
 SY4760
 SY4760                         *CURRENT SURVEY CONTROL
 SY4760  ___________________________________________________________________
 SY4760* NAD 83(1991)-  47 39 48.43320(N)    122 22 50.82125(W)     ADJUSTED  
 SY4760* NAVD 88     -        29.0    (meters)      95.     (feet)  VERTCON   
 SY4760  ___________________________________________________________________
 SY4760  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 SY4760  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY4760
 SY4760  HORZ ORDER  -  SECOND
 SY4760
 SY4760.The horizontal coordinates were established by classical geodetic methods
 SY4760.and adjusted by the National Geodetic Survey in December 1991..
 SY4760
 SY4760.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4760
 SY4760.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4760
 SY4760.The geoid height was determined by GEOID03.
 SY4760
 SY4760;                    North         East     Units Scale Factor Converg.
 SY4760;SPC WA N     -    74,932.518   383,782.825   MT  0.99997352   -1 09 07.6
 SY4760;SPC WA N     -   245,841.10  1,259,127.49   sFT  0.99997352   -1 09 07.6
 SY4760;UTM  10      - 5,279,081.304   546,490.287   MT  0.99962656   +0 27 27.8
 SY4760
 SY4760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4760!SPC WA N     -   0.99999917  x   0.99997352  =   0.99997269
 SY4760!UTM  10      -   0.99999917  x   0.99962656  =   0.99962573
 SY4760
 SY4760:                Primary Azimuth Mark                     Grid Az
 SY4760:SPC WA N     -  BALLARD HIGH                             017 29 41.2
 SY4760:UTM  10      -  BALLARD HIGH                             015 53 05.8
 SY4760
 SY4760|---------------------------------------------------------------------|
 SY4760| PID    Reference Object                     Distance      Geod. Az  |
 SY4760|                                                           dddmmss.s |
 SY4760| SY4035 BALLARD HIGH                        APPROX. 1.5 KM 0162033.6 |
 SY4760| SY4077 STEEPLE BLACK AND RED CROSS         APPROX. 0.9 KM 0241843.8 |
 SY4760| CF7274 CITY ICE RM 1                        23.065 METERS 06805     |
 SY4760| SY4033 SEATTLE CEDAR SHINGLE MILL STK      465.139 METERS 1291435.9 |
 SY4760| SY4675 SEATTLE HALIBUT OIL COMPANY BRICK S 410.606 METERS 1301837.7 |
 SY4760| SY4187 SEATTLE CHAMPION BLDG PROD STK      APPROX. 0.8 KM 1510834.6 |
 SY4760| SY4019 AIRCRAFT PLYWOOD CORP TANK          APPROX. 1.0 KM 1534801.8 |
 SY4760| SY4721 MILL BRICK STACK MALTESE CROSS      169.664 METERS 16512     |
 SY4760| CF7275 CITY ICE RM 2                         7.372 METERS 16636     |
 SY4760| SY4824 SEATTLE BNRR TANK                   APPROX. 1.2 KM 1784819.9 |
 SY4760| SY4729 GREAT NORTHERN RR ROUNDHSE STK      APPROX. 1.2 KM 1801740.9 |
 SY4760| SY4794 US LIGHTHOUSE DEPOT FLAGPOLE        APPROX. 0.8 KM 2664003.2 |
 SY4760| SY4756 SEATTLE STIMSONS MILL TANK          APPROX. 0.6 KM 3152031.9 |
 SY4760| SY4813 WEATHERVANE                         APPROX. 2.4 KM 3222509.2 |
 SY4760| SY4809 TRINITY METHODIST EPISCOPAL CH CUPO APPROX. 1.5 KM 3470919.8 |
 SY4760| SY4738 CHURCH CROSS                        APPROX. 1.4 KM 3481035.3 |
 SY4760|---------------------------------------------------------------------|
 SY4760
 SY4760                          SUPERSEDED SURVEY CONTROL
 SY4760
 SY4760  NAD 83(1986)-  47 39 48.42724(N)    122 22 50.82614(W) AD(       ) 2
 SY4760  NAD 27      -  47 39 49.07500(N)    122 22 46.36900(W) AD(       ) 2
 SY4760  NGVD 29 (07/19/86)   27.9    (m)           92.     (f) VERT ANG       
 SY4760
 SY4760.Superseded values are not recommended for survey control.
 SY4760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4760.See file dsdata.txt to determine how the superseded data were derived.
 SY4760
 SY4760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4649079081(NAD 83)
 SY4760_MARKER: DD = SURVEY DISK
 SY4760_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SY4760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY4760
 SY4760  HISTORY     - Date     Condition        Report By
 SY4760  HISTORY     - 1934     MONUMENTED       WAGS
 SY4760  HISTORY     - 1936     GOOD             CGS
 SY4760  HISTORY     - 1953     GOOD             CGS
 SY4760  HISTORY     - 1978     GOOD             NOS
 SY4760
 SY4760                          STATION DESCRIPTION
 SY4760
 SY4760'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1934
 SY4760'THIS STATION IS ON THE ROOF OF THE ELEVATOR PENTHOUSE OF THE CITY
 SY4760'ICE COMPANY AT 4758 SHILSHOLE AVENUE IN BALLARD.  IT IS PLACED IN A
 SY4760'MOUND OF CONCRETE NEAR THE E EDGE OF THIS ROOF.
 SY4760'
 SY4760'REFERENCE MARK NO.1 IS PLACED IN THE CONCRETE PARAPET WALL NEAR THE
 SY4760'MIDDLE OF THE N SIDE.
 SY4760'
 SY4760'REFERENCE MARK NO.2 IS PLACED IN THE S WALL NEAR THE SE CORNER OF THE
 SY4760'BUILDING.
 SY4760
 SY4760                          STATION RECOVERY (1936)
 SY4760
 SY4760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY4760'THIS STATION WAS RECOVERED AS DESCRIBED.
 SY4760
 SY4760                          STATION RECOVERY (1953)
 SY4760
 SY4760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4760'ALL OF THE MARKS AT THE STATION WERE FOUND TO BE IN GOOD CONDITION
 SY4760'AND AS ORIGINALLY DESCRIBED.  AN ECCENTRIC STATION WAS ESTABLISHED
 SY4760'AT THE STREET LEVEL FOR USE IN TYING IN THE HARBOR LINE SURVEY TO THE
 SY4760'LAMBERT GRID.  THE ECCENTRIC STATION IS MARKED WITH A 3/4 INCH BRONZE
 SY4760'PLUG CEMENTED FLUSH INTO A DRILL HOLE IN THE RAISED CONCRETE WALK ON
 SY4760'THE SW SIDE OF THE BUILDING WHICH BORDERS SHILSHOLE AVENUE.  THIS
 SY4760'ECCENTRIC STATION IS 42.5 FEET SE OF THE NW CORNER OF THE MAIN
 SY4760'CITY ICE BLDG., 58.8 FEET FROM THE SE CORNER, AND 1.7 FEET AWAY FROM
 SY4760'THE WALL.  THE TOP OF THE BRONZE PLUG IS MARKED WITH A CENTERPUNCH
 SY4760'HOLE IN THE CENTER OF A CHISELED TRIANGLE.
 SY4760
 SY4760                          STATION RECOVERY (1978)
 SY4760
 SY4760'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY4760'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS
 SY4760'DESCRIBED.  THE BUILDING IS NO LONGER USED FOR ICE AND IS
 SY4760'NOW OWNED BY THE KOLSTRAND SUPPLY CO.  THE 1953 ECCENTRIC
 SY4760'MARK WAS ALSO RECOVERED AS DESCRIBED.
 SY4760'
 SY4760'HEIGHT OF THE SIGNAL WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4773 ***********************************************************************
 SY4773  DESIGNATION -  CITY ICE ECC
 SY4773  PID         -  SY4773
 SY4773  STATE/COUNTY-  WA/KING
 SY4773  USGS QUAD   -  
 SY4773
 SY4773                         *CURRENT SURVEY CONTROL
 SY4773  ___________________________________________________________________
 SY4773* NAD 83(1991)-  47 39 48.41310(N)    122 22 51.05030(W)     ADJUSTED  
 SY4773* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 SY4773  ___________________________________________________________________
 SY4773  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 SY4773  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY4773
 SY4773  HORZ ORDER  -  THIRD
 SY4773
 SY4773.The horizontal coordinates were established by classical geodetic methods
 SY4773.and adjusted by the National Geodetic Survey in December 1991..
 SY4773
 SY4773.The orthometric height was scaled from a topographic map.
 SY4773
 SY4773.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4773
 SY4773.The geoid height was determined by GEOID03.
 SY4773
 SY4773;                    North         East     Units Scale Factor Converg.
 SY4773;SPC WA N     -    74,931.993   383,778.034   MT  0.99997352   -1 09 07.8
 SY4773;SPC WA N     -   245,839.38  1,259,111.77   sFT  0.99997352   -1 09 07.8
 SY4773;UTM  10      - 5,279,080.645   546,485.515   MT  0.99962655   +0 27 27.7
 SY4773
 SY4773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4773!SPC WA N     -   0.99999915  x   0.99997352  =   0.99997267
 SY4773!UTM  10      -   0.99999915  x   0.99962655  =   0.99962570
 SY4773
 SY4773|---------------------------------------------------------------------|
 SY4773| PID    Reference Object                     Distance      Geod. Az  |
 SY4773|                                                           dddmmss.s |
 SY4773| SY4728 SEATTLE MON IN SHILSHOLE AVE         20.050 METERS 24541     |
 SY4773| SY4756 SEATTLE STIMSONS MILL TANK          APPROX. 0.6 KM 3154255.7 |
 SY4773|---------------------------------------------------------------------|
 SY4773
 SY4773                          SUPERSEDED SURVEY CONTROL
 SY4773
 SY4773  NAD 83(1986)-  47 39 48.40714(N)    122 22 51.05519(W) AD(       ) 3
 SY4773  NAD 27      -  47 39 49.05500(N)    122 22 46.59800(W) AD(       ) 3
 SY4773
 SY4773.Superseded values are not recommended for survey control.
 SY4773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4773.See file dsdata.txt to determine how the superseded data were derived.
 SY4773
 SY4773_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4648679081(NAD 83)
 SY4773_MARKER: I = METAL ROD
 SY4773_SETTING: 0 = UNSPECIFIED SETTING
 SY4773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4773+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 SY4773
 SY4773  HISTORY     - Date     Condition        Report By
 SY4773  HISTORY     - 1953     MONUMENTED       CGS
 SY4773  HISTORY     - 1978     GOOD             NOS
 SY4773  HISTORY     - 20040827 GOOD             LOCSUR
 SY4773  HISTORY     - 20060606 GOOD             USPSQD
 SY4773
 SY4773                          STATION DESCRIPTION
 SY4773
 SY4773'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4773'ALL OF THE MARKS AT THE STATION WERE FOUND TO BE IN GOOD CONDITION
 SY4773'AND AS ORIGINALLY DESCRIBED.  AN ECCENTRIC STATION WAS ESTABLISHED
 SY4773'AT THE STREET LEVEL FOR USE IN TYING IN THE HARBOR LINE SURVEY TO THE
 SY4773'LAMBERT GRID.  THE ECCENTRIC STATION IS MARKED WITH A 3/4 INCH BRONZE
 SY4773'PLUG CEMENTED FLUSH INTO A DRILL HOLE IN THE RAISED CONCRETE WALK ON
 SY4773'THE SW SIDE OF THE BUILDING WHICH BORDERS SHILSHOLE AVENUE.  THIS
 SY4773'ECCENTRIC STATION IS 42.5 FEET SE OF THE NW CORNER OF THE MAIN
 SY4773'CITY ICE BLDG., 58.8 FEET FROM THE SE CORNER, AND 1.7 FEET AWAY FROM
 SY4773'THE WALL.  THE TOP OF THE BRONZE PLUG IS MARKED WITH A CENTERPUNCH
 SY4773'HOLE IN THE CENTER OF A CHISELED TRIANGLE.
 SY4773
 SY4773                          STATION RECOVERY (1978)
 SY4773
 SY4773'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY4773'RECOVERED AS DESCRIBED.
 SY4773
 SY4773                          STATION RECOVERY (2004)
 SY4773
 SY4773'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RDH)
 SY4773'THIS STATION IS LOCATED ON THE NARROW LOADING DOCK ON THE SW SIDE OF
 SY4773'THE
 SY4773'BUILDING, WHICH NOW IS KNOWN AS BALLARD HARDWARE. THIS BUILDING WAS
 SY4773'ORIGINALLY OWNED AND OPERATED BY CITY ICE, UTILIZED AS A COLD STORAGE
 SY4773' 
 SY4773'WAREHOUSE. IT WAS USED FOR ICE MAKING AND COLD STORAGE PURPOSES.  THIS
 SY4773' 
 SY4773'STATION MARK WAS SET AS AN ECCENTRIC STATION TO THE  STATION CITY ICE
 SY4773'WHICH IS
 SY4773'LOCATED ON THE ROOF OF THE BUILDING, TRANSFERRED DOWN TO AID IN
 SY4773'SURVEYS
 SY4773'NEEDED AT STREET LEVEL.  THIS ECCENTRIC STATION IS APPROXIMATELY 60
 SY4773'FEET BELOW
 SY4773'ITS SCALED ELEVATION. THE STATION IS ADEQUATE FOR GPS OBSERVATIONS.
 SY4773
 SY4773                          STATION RECOVERY (2006)
 SY4773
 SY4773'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY4773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB0732 ***********************************************************************
 RB0732  DESIGNATION -  CITY LIMITS
 RB0732  PID         -  RB0732
 RB0732  STATE/COUNTY-  WA/BENTON
 RB0732  USGS QUAD   -  UMATILLA (1993)
 RB0732
 RB0732                         *CURRENT SURVEY CONTROL
 RB0732  ___________________________________________________________________
 RB0732* NAD 83(1986)-  45 56 19.     (N)    119 21 04.     (W)     SCALED    
 RB0732* NAVD 88     -        83.974  (meters)     275.50   (feet)  ADJUSTED  
 RB0732  ___________________________________________________________________
 RB0732  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RB0732  DYNAMIC HT  -          83.974 (meters)     275.50  (feet)  COMP
 RB0732  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 RB0732
 RB0732  VERT ORDER  -  SECOND    CLASS 0
 RB0732
 RB0732.The horizontal coordinates were scaled from a topographic map and have
 RB0732.an estimated accuracy of +/- 6 seconds.
 RB0732
 RB0732.The orthometric height was determined by differential leveling
 RB0732.and adjusted by the National Geodetic Survey in June 1991..
 RB0732
 RB0732.The geoid height was determined by GEOID03.
 RB0732
 RB0732.The dynamic height is computed by dividing the NAVD 88
 RB0732.geopotential number by the normal gravity value computed on the
 RB0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0732.degrees latitude (g = 980.6199 gals.).
 RB0732
 RB0732.The modeled gravity was interpolated from observed gravity values.
 RB0732
 RB0732;                    North         East    Units  Estimated Accuracy
 RB0732;SPC WA S     -    67,930.      589,090.      MT  (+/- 180 meters Scaled)
 RB0732
 RB0732                          SUPERSEDED SURVEY CONTROL
 RB0732
 RB0732  NGVD 29 (??/??/92)   82.948  (m)          272.14   (f) ADJ UNCH    2 0
 RB0732
 RB0732.Superseded values are not recommended for survey control.
 RB0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0732.See file dsdata.txt to determine how the superseded data were derived.
 RB0732
 RB0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL177899(NAD 83)
 RB0732_MARKER: DD = SURVEY DISK
 RB0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0732_STAMPING: CITY LIMITS R/W
 RB0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0732+STABILITY: SURFACE MOTION
 RB0732
 RB0732  HISTORY     - Date     Condition        Report By
 RB0732  HISTORY     - UNK      MONUMENTED       DOD
 RB0732  HISTORY     - 1950     GOOD             NGS
 RB0732
 RB0732                          STATION DESCRIPTION
 RB0732
 RB0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RB0732'0.5 MI NW FROM PLYMOUTH.
 RB0732'0.2 MILE WEST ALONG THE SPOKANE, PORTLAND, AND SEATTLE RAILROAD FROM
 RB0732'THE STATION AT PLYMOUTH, THENCE 0.3 MILE NORTH ALONG STATE HIGHWAY 8,
 RB0732'0.1 MILE SOUTH OF AN UNDER PASS, 79 1/2 FEET EAST OF THE CENTER LINE
 RB0732'OF THE HIGHWAY, 29.0 FEET NORTH OF A TELEPHONE POLE, 15.0 FEET WEST OF
 RB0732'THE CENTER LINE OF A TRACK ROAD, 2.0 FEET NORTH OF A WITNESS POST,
 RB0732'ABOUT 12.0 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RB0732'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1349 ***********************************************************************
 TR1349  DESIGNATION -  CITY MON MIDWAY ST AND AVE 700
 TR1349  PID         -  TR1349
 TR1349  STATE/COUNTY-  WA/ISLAND
 TR1349  USGS QUAD   -  OAK HARBOR (1973)
 TR1349
 TR1349                         *CURRENT SURVEY CONTROL
 TR1349  ___________________________________________________________________
 TR1349* NAD 83(1991)-  48 17 53.11970(N)    122 38 35.72963(W)     ADJUSTED  
 TR1349* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 TR1349  ___________________________________________________________________
 TR1349  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 TR1349  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 TR1349
 TR1349  HORZ ORDER  -  THIRD
 TR1349
 TR1349.The horizontal coordinates were established by classical geodetic methods
 TR1349.and adjusted by the National Geodetic Survey in December 1991..
 TR1349
 TR1349.The orthometric height was scaled from a topographic map.
 TR1349
 TR1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1349
 TR1349.The geoid height was determined by GEOID03.
 TR1349
 TR1349;                    North         East     Units Scale Factor Converg.
 TR1349;SPC WA N     -   145,904.528   365,733.104   MT  0.99994719   -1 20 51.1
 TR1349;SPC WA N     -   478,688.44  1,199,909.36   sFT  0.99994719   -1 20 51.1
 TR1349;UTM  10      - 5,349,493.917   526,457.650   MT  0.99960860   +0 15 58.9
 TR1349
 TR1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1349!SPC WA N     -   0.99999784  x   0.99994719  =   0.99994503
 TR1349!UTM  10      -   0.99999784  x   0.99960860  =   0.99960644
 TR1349
 TR1349                          SUPERSEDED SURVEY CONTROL
 TR1349
 TR1349  NAD 83(1986)-  48 17 53.12239(N)    122 38 35.73434(W) AD(       ) 3
 TR1349  NAD 27      -  48 17 53.76600(N)    122 38 31.12200(W) AD(       ) 3
 TR1349
 TR1349.Superseded values are not recommended for survey control.
 TR1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1349.See file dsdata.txt to determine how the superseded data were derived.
 TR1349
 TR1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2645849494(NAD 83)
 TR1349
 TR1349  HISTORY     - Date     Condition        Report By
 TR1349  HISTORY     - UNK      MONUMENTED
 TR1349  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1349
 TR1349                          STATION DESCRIPTION
 TR1349
 TR1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1349'THIS STATION WAS NOT DESCRIBED.  A 1-1/2 INCH LEAD PLUG IN CEMENT
 TR1349'WAS FOUND ENCASED IN A 6 INCH IRON CASING ABOUT 6 INCHES BELOW
 TR1349'THE SURFACE OF THE ROAD IN THE APPROXIMATE CENTER OF MIDWAY
 TR1349'BLVD. AND 6 FT. SOUTH OF THE CENTERLINE OF 700 AVE WEST.  AS THE
 TR1349'MARK WAS NOT DESCRIBED AND THERE IS NO CERTAINTY THAT THIS IS
 TR1349'THE MARK LOCATED IN 1952, IT IS RECOMMENDED THAT THE STATION BE
 TR1349'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1366 ***********************************************************************
 TR1366  DESIGNATION -  CITY MONUMENT EAST OF C 9 1952
 TR1366  PID         -  TR1366
 TR1366  STATE/COUNTY-  WA/ISLAND
 TR1366  USGS QUAD   -  OAK HARBOR (1973)
 TR1366
 TR1366                         *CURRENT SURVEY CONTROL
 TR1366  ___________________________________________________________________
 TR1366* NAD 83(1991)-  48 17 54.53480(N)    122 39 08.01978(W)     ADJUSTED  
 TR1366* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 TR1366  ___________________________________________________________________
 TR1366  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 TR1366  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 TR1366
 TR1366  HORZ ORDER  -  THIRD
 TR1366
 TR1366.The horizontal coordinates were established by classical geodetic methods
 TR1366.and adjusted by the National Geodetic Survey in December 1991..
 TR1366
 TR1366.The orthometric height was scaled from a topographic map.
 TR1366
 TR1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1366
 TR1366.The geoid height was determined by GEOID03.
 TR1366
 TR1366;                    North         East     Units Scale Factor Converg.
 TR1366;SPC WA N     -   145,963.910   365,068.871   MT  0.99994721   -1 21 15.1
 TR1366;SPC WA N     -   478,883.26  1,197,730.12   sFT  0.99994721   -1 21 15.1
 TR1366;UTM  10      - 5,349,534.556   525,792.233   MT  0.99960817   +0 15 34.8
 TR1366
 TR1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1366!SPC WA N     -   0.99999909  x   0.99994721  =   0.99994630
 TR1366!UTM  10      -   0.99999909  x   0.99960817  =   0.99960726
 TR1366
 TR1366                          SUPERSEDED SURVEY CONTROL
 TR1366
 TR1366  NAD 83(1986)-  48 17 54.53664(N)    122 39 08.02357(W) AD(       ) 3
 TR1366  NAD 27      -  48 17 55.18000(N)    122 39 03.41000(W) AD(       ) 3
 TR1366
 TR1366.Superseded values are not recommended for survey control.
 TR1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1366.See file dsdata.txt to determine how the superseded data were derived.
 TR1366
 TR1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2579249535(NAD 83)
 TR1366
 TR1366  HISTORY     - Date     Condition        Report By
 TR1366  HISTORY     - 1952     MONUMENTED       CGS
 TR1366  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1366
 TR1366                          STATION DESCRIPTION
 TR1366
 TR1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1366'THIS MARK WAS SEARCHED FOR ON 40TH AVE N.W. BUT NO TRACE OF A
 TR1366'STATION WAS FOUND.  AS THE MARK WAS NOT PREVIOUSLY DESCRIBED AND
 TR1366'AS NO MARK WAS FOUND, IT IS RECOMMENDED THAT THE STATION BE
 TR1366'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4373 ***********************************************************************
 SY4373  DESIGNATION -  CITY WATERWORKS PUMPHOUSE STK
 SY4373  PID         -  SY4373
 SY4373  STATE/COUNTY-  WA/KING
 SY4373  USGS QUAD   -  POVERTY BAY (1994)
 SY4373
 SY4373                         *CURRENT SURVEY CONTROL
 SY4373  ___________________________________________________________________
 SY4373* NAD 83(1991)-  47 36 08.98285(N)    122 19 13.79835(W)     ADJUSTED  
 SY4373* NAVD 88     -                                                        
 SY4373  ___________________________________________________________________
 SY4373  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 SY4373  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY4373
 SY4373  HORZ ORDER  -  THIRD
 SY4373
 SY4373.The horizontal coordinates were established by classical geodetic methods
 SY4373.and adjusted by the National Geodetic Survey in December 1991..
 SY4373
 SY4373
 SY4373.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4373
 SY4373.The geoid height was determined by GEOID03.
 SY4373
 SY4373;                    North         East     Units Scale Factor Converg.
 SY4373;SPC WA N     -    68,067.115   388,178.767   MT  0.99998246   -1 06 26.0
 SY4373;SPC WA N     -   223,316.86  1,273,549.84   sFT  0.99998246   -1 06 26.0
 SY4373;UTM  10      - 5,272,344.425   551,075.721   MT  0.99963206   +0 30 06.5
 SY4373
 SY4373                          SUPERSEDED SURVEY CONTROL
 SY4373
 SY4373  NAD 83(1986)-  47 36 08.98067(N)    122 19 13.79463(W) AD(       ) 4
 SY4373  NAD 27      -  47 36 09.63000(N)    122 19 09.36000(W) AD(       ) 3
 SY4373
 SY4373.Superseded values are not recommended for survey control.
 SY4373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4373.See file dsdata.txt to determine how the superseded data were derived.
 SY4373
 SY4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5107672344(NAD 83)
 SY4373
 SY4373  HISTORY     - Date     Condition        Report By
 SY4373  HISTORY     - UNK      MONUMENTED
 SY4373  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4373  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 SY4373
 SY4373                          STATION DESCRIPTION
 SY4373
 SY4373'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4373'THE STATION HAS BEEN DESTROYED.
 SY4373'
 SY4373'THE PUMP HOUSE WITH STACK HAS BEEN DEMOLISHED FOR MANY YEARS.  IT
 SY4373'WAS SITUATED NEAR THE INTERSECTION OF YESLER WAY AND BROADWAY
 SY4373'AVENUE, NOW OCCUPIED BY A HOUSING PROJECT UNDER THE JURISDICTION
 SY4373'OF THE SEATTLE HOUSING AUTHORITY.
 SY4373
 SY4373                          STATION RECOVERY (2002)
 SY4373
 SY4373'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2515 ***********************************************************************
 SA2515  DESIGNATION -  CIVIL RM 1
 SA2515  PID         -  SA2515
 SA2515  STATE/COUNTY-  WA/BENTON
 SA2515  USGS QUAD   -  RICHLAND (1992)
 SA2515
 SA2515                         *CURRENT SURVEY CONTROL
 SA2515  ___________________________________________________________________
 SA2515* NAD 83(1986)-  46 15 22.     (N)    119 15 42.     (W)     SCALED    
 SA2515* NAVD 88     -       114.24   (meters)     374.8    (feet)  RESET     
 SA2515  ___________________________________________________________________
 SA2515  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SA2515
 SA2515  VERT ORDER  -  THIRD
 SA2515
 SA2515.The horizontal coordinates were scaled from a topographic map and have
 SA2515.an estimated accuracy of +/- 6 seconds.
 SA2515
 SA2515.The orthometric height was computed from unverified reset data.
 SA2515.No vertical observational check was made to the station.
 SA2515
 SA2515.The geoid height was determined by GEOID03.
 SA2515
 SA2515;                    North         East    Units  Estimated Accuracy
 SA2515;SPC WA S     -   103,320.      595,470.      MT  (+/- 180 meters Scaled)
 SA2515
 SA2515                          SUPERSEDED SURVEY CONTROL
 SA2515
 SA2515  NGVD 29 (12/17/02)  113.20   (m)          371.4    (f) RESET       3  
 SA2515
 SA2515.Superseded values are not recommended for survey control.
 SA2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2515.See file dsdata.txt to determine how the superseded data were derived.
 SA2515
 SA2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM256249(NAD 83)
 SA2515_MARKER: DR = REFERENCE MARK DISK
 SA2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2515_SP_SET: CONCRETE POST
 SA2515_STAMPING: CIVIL USE 1947 NO 1 1981
 SA2515_MARK LOGO: NGS   
 SA2515_PROJECTION: FLUSH
 SA2515_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2515+STABILITY: SURFACE MOTION
 SA2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2515+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1981
 SA2515
 SA2515  HISTORY     - Date     Condition        Report By
 SA2515  HISTORY     - 1981     MONUMENTED       NGS
 SA2515  HISTORY     - 19810722 GOOD             NGS
 SA2515
 SA2515                          STATION DESCRIPTION
 SA2515
 SA2515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA2515'1.3 MILES SOUTH ALONG GEORGE WASHINGTON WAY FROM THE HANFORD SCIENCE
 SA2515'CENTER IN RICHLAND, THENCE ONLY 0.4 MILE SOUTH ALONG STATE HIGHWAY
 SA2515'240 TO THE MARK ON THE RIGHT, 15.75 METERS SOUTHWEST OF POWER POLE D1
 SA2515'L12 236, 0.60 METERS EAST OF THE EDGE OF THE BANK TO THE RAILROAD
 SA2515'TRACK, 10.02 METERS SOUTHWEST OF A 4X4 WOODEN WITNESS POST, 9.033
 SA2515'METERS SOUTH OF CIVIL USE.
 SA2515
 SA2515                          STATION RECOVERY (1981)
 SA2515
 SA2515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 SA2515'THE STATION IS LOCATED ABOUT 5.4 KM (3.35 MI) SOUTH OF RICHLAND, ON
 SA2515'THE SOUTH RIGHT-OF-WAY FOR STATE ROUTE 240 AND IN SECTION 23, T9N,
 SA2515'R28E. TO REACH FROM THE SCIENCE CENTER IN RICHLAND, GO SOUTH ON GEORGE
 SA2515'WASHINGTON WAY FOR 2.09 KM (1.30 MI) TO THE JUNCTION OF STATE ROUTE
 SA2515'240. CONTINUE SOUTH ON STATE ROUTE 240 FOR 0.64 KM (0.40 MI) TO A
 SA2515'GUYED POWER LINE POLE ON THE RIGHT BETWEEN THE HIGHWAY AND THE RAIL
 SA2515'ROAD TRACK. THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 SA2515'THAT IS 1.07 M (3.51 FT) IN DIAMETER AND IS FLUSH WITH THE GROUND
 SA2515'SURFACE.  IT IS 9.004 M (29.541 FT) NORTH OF STATION CIVIL, 15.75 M
 SA2515'(51.67 FT) SOUTHWEST OF POWER LINE POLE NUMBER D1 L12 236, 10.02 M
 SA2515'(32.87 FT) SOUTHWEST OF A 4X4-INCH WOODEN WITNESS POST, 8.7 M (28.5
 SA2515'FT) SOUTHWEST OF A METAL WITNESS POST AND 0.5 M (1.6 FT) EAST OF THE
 SA2515'EDGE OF THE BANK TO THE RAIL ROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2516 ***********************************************************************
 SA2516  DESIGNATION -  CIVIL RM 2
 SA2516  PID         -  SA2516
 SA2516  STATE/COUNTY-  WA/BENTON
 SA2516  USGS QUAD   -  RICHLAND (1992)
 SA2516
 SA2516                         *CURRENT SURVEY CONTROL
 SA2516  ___________________________________________________________________
 SA2516* NAD 83(1986)-  46 15 22.     (N)    119 15 42.     (W)     SCALED    
 SA2516* NAVD 88     -       113.98   (meters)     373.9    (feet)  RESET     
 SA2516  ___________________________________________________________________
 SA2516  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SA2516
 SA2516  VERT ORDER  -  THIRD
 SA2516
 SA2516.The horizontal coordinates were scaled from a topographic map and have
 SA2516.an estimated accuracy of +/- 6 seconds.
 SA2516
 SA2516.The orthometric height was computed from unverified reset data.
 SA2516.No vertical observational check was made to the station.
 SA2516
 SA2516.The geoid height was determined by GEOID03.
 SA2516
 SA2516;                    North         East    Units  Estimated Accuracy
 SA2516;SPC WA S     -   103,320.      595,470.      MT  (+/- 180 meters Scaled)
 SA2516
 SA2516                          SUPERSEDED SURVEY CONTROL
 SA2516
 SA2516  NGVD 29 (12/17/02)  112.94   (m)          370.5    (f) RESET       3  
 SA2516
 SA2516.Superseded values are not recommended for survey control.
 SA2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2516.See file dsdata.txt to determine how the superseded data were derived.
 SA2516
 SA2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM256249(NAD 83)
 SA2516_MARKER: DR = REFERENCE MARK DISK
 SA2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2516_SP_SET: CONCRETE POST
 SA2516_STAMPING: CIVIL USE 1947 NO 2 1981
 SA2516_MARK LOGO: NGS   
 SA2516_PROJECTION: FLUSH
 SA2516_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2516+STABILITY: SURFACE MOTION
 SA2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2516+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1981
 SA2516
 SA2516  HISTORY     - Date     Condition        Report By
 SA2516  HISTORY     - 1981     MONUMENTED       NGS
 SA2516  HISTORY     - 19810722 GOOD             NGS
 SA2516
 SA2516                          STATION DESCRIPTION
 SA2516
 SA2516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA2516'1.3 MILES SOUTH ALONG GEORGE WASHINGTON WAY FROM THE HANFORD SCIENCE
 SA2516'CENTER IN RICHLAND, THENCE 0.4 MILE SOUTH ALONG STATE HIGHWAY 240 TO
 SA2516'THE MARK ON THE RIGHT, 8.25 METERS NORTH-NORTHEAST OF A 4X4 WITNESS
 SA2516'POST, 6.10 METERS EAST OF THE GUYED POWER POLE D1 L12 236, 0.80
 SA2516'METERS WEST OF THE EDGE OF THE PAVEMENT.
 SA2516
 SA2516                          STATION RECOVERY (1981)
 SA2516
 SA2516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 SA2516'THE STATION IS LOCATED ABOUT 5.4 KM (3.35 MI) SOUTH OF RICHLAND, ON
 SA2516'THE SOUTH RIGHT-OF-WAY FOR STATE ROUTE 240 AND IN SECTION 23, T9N,
 SA2516'R28E. TO REACH FROM THE SCIENCE CENTER IN RICHLAND, GO SOUTH ON GEORGE
 SA2516'WASHINGTON WAY FOR 2.09 KM (1.30 MI) TO THE JUNCTION OF STATE ROUTE
 SA2516'240. CONTINUE SOUTH ON STATE ROUTE 240 FOR 0.64 KM (0.40 MI) TO A
 SA2516'GUYED POWER LINE POLE ON THE RIGHT BETWEEN THE HIGHWAY AND THE RAIL
 SA2516'ROAD TRACK. THE MARK IS SET IN THE TOP OF A ROUUD CONCRETE MONUMENT
 SA2516'THAT IS 0.30 M (0.98 FT) ON IN DIAMETER AND IS FLUSH WITH THE GROUND
 SA2516'SURFACE.  IT IS 9.033 M (29.636 FT) SOUTH OF STATION CIVIL, 9.35 M
 SA2516'(30.68 FT) NORTH-NORTHEAST OF A METAL WITNESS POST, 8.25 M (27.07 FT)
 SA2516'NORTH-NORTHEAST OF A 4X4 INCH WOODEN WITNESS POST, 6.1 M (20.0 FT)
 SA2516'EAST OF A GUYED POWER LINE POLE NUMBERED D1 L12 236 AND 0.8 M (2.6 FT)
 SA2516'WEST OF THE EDGE OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2343 ***********************************************************************
 SC2343  DESIGNATION -  CLAIM 2
 SC2343  PID         -  SC2343
 SC2343  STATE/COUNTY-  WA/PACIFIC
 SC2343  USGS QUAD   -  LONG ISLAND (1984)
 SC2343
 SC2343                         *CURRENT SURVEY CONTROL
 SC2343  ___________________________________________________________________
 SC2343* NAD 83(1991)-  46 24 39.69792(N)    123 56 37.52414(W)     ADJUSTED  
 SC2343* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SC2343  ___________________________________________________________________
 SC2343  LAPLACE CORR-          17.15  (seconds)                    DEFLEC99
 SC2343  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SC2343
 SC2343  HORZ ORDER  -  THIRD
 SC2343
 SC2343.The horizontal coordinates were established by classical geodetic methods
 SC2343.and adjusted by the National Geodetic Survey in December 1991..
 SC2343
 SC2343.The orthometric height was scaled from a topographic map.
 SC2343
 SC2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2343
 SC2343.The geoid height was determined by GEOID03.
 SC2343
 SC2343;                    North         East     Units Scale Factor Converg.
 SC2343;SPC WA S     -   125,563.922   235,322.926   MT  0.99991919   -2 30 05.5
 SC2343;SPC WA S     -   411,954.30    772,055.30   sFT  0.99991919   -2 30 05.5
 SC2343;UTM  10      - 5,140,149.785   427,465.887   MT  0.99966467   -0 41 00.9
 SC2343
 SC2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2343!SPC WA S     -   1.00000230  x   0.99991919  =   0.99992149
 SC2343!UTM  10      -   1.00000230  x   0.99966467  =   0.99966697
 SC2343
 SC2343:                Primary Azimuth Mark                     Grid Az
 SC2343:SPC WA S     -  ROUND RESET                              218 06 39.1
 SC2343:UTM  10      -  ROUND RESET                              216 17 34.5
 SC2343
 SC2343|---------------------------------------------------------------------|
 SC2343| PID    Reference Object                     Distance      Geod. Az  |
 SC2343|                                                           dddmmss.s |
 SC2343| SC2326 ROUND RESET                         APPROX. 2.3 KM 2153633.6 |
 SC2343|---------------------------------------------------------------------|
 SC2343
 SC2343                          SUPERSEDED SURVEY CONTROL
 SC2343
 SC2343  NAD 83(1991)-  46 24 39.69756(N)    123 56 37.52385(W) AD(       ) 3
 SC2343  NAD 83(1986)-  46 24 39.70054(N)    123 56 37.50341(W) AD(       ) 3
 SC2343  NAD 27      -  46 24 40.33502(N)    123 56 32.93876(W) AD(       ) 3
 SC2343
 SC2343.Superseded values are not recommended for survey control.
 SC2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2343.See file dsdata.txt to determine how the superseded data were derived.
 SC2343
 SC2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2746640150(NAD 83)
 SC2343_MARKER: Z = SEE DESCRIPTION
 SC2343_SETTING: 0 = UNSPECIFIED SETTING
 SC2343
 SC2343  HISTORY     - Date     Condition        Report By
 SC2343  HISTORY     - 1939     MONUMENTED       CGS
 SC2343  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SC2343  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SC2343
 SC2343                          STATION DESCRIPTION
 SC2343
 SC2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2343'STATION IS AT THE SE CORNER OF LONG ISLAND, 8.5 METERS NE OF THE SE
 SC2343'CORNER OF AN OPEN SHED, 28 METERS E OF A LARGE FIR TREE AT THE E END
 SC2343'OF SLOPE, 14 METERS N OF HIGH-WATER LINE, AND 18 METERS S OF A
 SC2343'MARSHY AREA TO NORTHWARD.
 SC2343'
 SC2343'SURFACE MARK IS A STANDARD BRONZE DISK CEMENTED IN THE TOP END OF A
 SC2343'36-INCH SECTION OF 4-INCH CAST-IRON SOIL PIPE, WHICH PROJECTS 4
 SC2343'INCHES ABOVE THE GROUND SURFACE.
 SC2343'
 SC2343'SUBSURFACE MARK IS A STANDARD BRONZE DISK CEMENTED IN THE TOP END OF
 SC2343'A 15-INCH SECTION OF 4-INCH CAST-IRON SOIL PIPE, BURIED 40 INCHES
 SC2343'BELOW THE SURFACE.
 SC2343'
 SC2343'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS CEMENTED IN
 SC2343'THE TOP ENDS OF 30-INCH SECTIONS OF 4-INCH CAST-IRON SOIL PIPES
 SC2343'WHICH PROJECT ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 SC2343
 SC2343                          STATION RECOVERY (1964)
 SC2343
 SC2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JDB)
 SC2343'STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 1 WAS NOT
 SC2343'RECOVERED.
 SC2343
 SC2343                          STATION RECOVERY (1970)
 SC2343
 SC2343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SC2343'THE ONLY MARK FOUND WAS REFERENCE MARK NO. 2.  NO TRACE OF REFERENCE
 SC2343'MARK NO. 1 WAS FOUND.  A SECTION OF 4-INCH SOIL PIPE WAS FOUND
 SC2343'TILTED ABOUT 45 DEGREES IN THE APPROXIMATE SPOT WHERE THE STATION
 SC2343'MARK SHOULD HAVE BEEN.  THIS WAS REMOVED AND A HOLE DUG ABOUT 3
 SC2343'FEET IN DIAMETER AND FIVE FEET DEEP, BUT THE UNDERGROUND MARK WAS
 SC2343'NOT FOUND.
 SC2343'
 SC2343'REFERENCE MARK NO. 2, STAMPED CLAIM 1938 NO 2, IS A STANDARD DISK
 SC2343'SET IN THE TOP OF A 4-INCH SOIL PIPE, 6 INCHES BELOW THE SURFACE OF
 SC2343'A GRAVEL ROAD, 15 YARDS EAST OF THE BEGINNING OF A CURVE TO THE
 SC2343'NORTH, 107 FEET NORTHEAST OF THE BOTTOM OF THE TOW OF A BLUFF, 22
 SC2343'FEET NORTHWEST OF A 3-FOOT HIGH, 18-INCH DIAMETER STUMP, 11.5 FEET
 SC2343'SOUTH OF A METAL WITNESS POST AND BETWEEN TWO 4-INCH CONCRETE POSTS,
 SC2343'ONE BEING 20 FEET SOUTH AND ONE 20 FEET NORTH OF THE MARK.  A
 SC2343'2-FOOT DIAMETER CONCRETE COLLAR WAS POURED AROUND THE MARK, LEAVING
 SC2343'THE MARK VISIBLE IN A 5-INCH DIAMETER WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1972 ***********************************************************************
 TR1972  DESIGNATION -  CLAIR
 TR1972  PID         -  TR1972
 TR1972  STATE/COUNTY-  WA/SKAGIT
 TR1972  USGS QUAD   -  CYPRESS ISLAND (1994)
 TR1972
 TR1972                         *CURRENT SURVEY CONTROL
 TR1972  ___________________________________________________________________
 TR1972* NAD 83(1991)-  48 37 16.15089(N)    122 41 55.32415(W)     ADJUSTED  
 TR1972* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1972  ___________________________________________________________________
 TR1972  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 TR1972  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 TR1972
 TR1972  HORZ ORDER  -  THIRD
 TR1972
 TR1972.The horizontal coordinates were established by classical geodetic methods
 TR1972.and adjusted by the National Geodetic Survey in December 1991..
 TR1972
 TR1972.The orthometric height was scaled from a topographic map.
 TR1972
 TR1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1972
 TR1972.The geoid height was determined by GEOID03.
 TR1972
 TR1972;                    North         East     Units Scale Factor Converg.
 TR1972;SPC WA N     -   181,915.300   362,491.600   MT  0.99998084   -1 23 19.7
 TR1972;SPC WA N     -   596,833.78  1,189,274.52   sFT  0.99998084   -1 23 19.7
 TR1972;UTM  10      - 5,385,386.359   522,204.401   MT  0.99960606   +0 13 33.9
 TR1972
 TR1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1972!SPC WA N     -   1.00000308  x   0.99998084  =   0.99998392
 TR1972!UTM  10      -   1.00000308  x   0.99960606  =   0.99960914
 TR1972
 TR1972|---------------------------------------------------------------------|
 TR1972| PID    Reference Object                     Distance      Geod. Az  |
 TR1972|                                                           dddmmss.s |
 TR1972| CF7679 CLAIR RM 1                           14.670 METERS 24758     |
 TR1972| TR1984 LAWRENCE 3                          APPROX. 5.5 KM 3235808.4 |
 TR1972| CF7680 CLAIR RM 2                            7.850 METERS 35522     |
 TR1972|---------------------------------------------------------------------|
 TR1972
 TR1972                          SUPERSEDED SURVEY CONTROL
 TR1972
 TR1972  NAD 83(1986)-  48 37 16.15303(N)    122 41 55.32671(W) AD(       ) 3
 TR1972  NAD 27      -  48 37 16.77600(N)    122 41 50.70400(W) AD(       ) 3
 TR1972
 TR1972.Superseded values are not recommended for survey control.
 TR1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1972.See file dsdata.txt to determine how the superseded data were derived.
 TR1972
 TR1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2220485386(NAD 83)
 TR1972_MARKER: Z = SEE DESCRIPTION
 TR1972_SETTING: 0 = UNSPECIFIED SETTING
 TR1972
 TR1972  HISTORY     - Date     Condition        Report By
 TR1972  HISTORY     - 1941     MONUMENTED       CGS
 TR1972  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1972  HISTORY     - 1987     GOOD             USPSQD
 TR1972
 TR1972                          STATION DESCRIPTION
 TR1972
 TR1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (CP)
 TR1972'ON THE W SIDE OF SINCLAIR ISLAND, ON ROCKY GRASS-COVERED POINT, 20
 TR1972'METERS BACK (E) FROM THE HIGH-WATER LINE, 105 FEET W OF SMALL
 TR1972'WOODEN HOUSE, AND DIRECTLY IN FRONT OF SAME, 13.2 METERS S OF A
 TR1972'24-INCH FIR.  POINT LAWRENCE IS JUST OPEN ON THE S TANGENT OF
 TR1972'BARNES ISLAND.  N OF STATION LIE BLUFFS TOPPED WITH FIRS AND
 TR1972'HEAVY BRUSH OBSTRUCTING MOST OF LUMMI ISLAND.
 TR1972'
 TR1972'STATION IS MARKED WITH A STANDARD DISK, STAMPED CLAIR 1941, SET
 TR1972'IN A DRILL HOLE IN BEDROCK FLUSH WITH SURFACE.
 TR1972'
 TR1972'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD DISKS SET IN OUTCROPPING
 TR1972'BEDROCK AND ARE STAMPED R.M. 1 AND 2 1941, RESPECTIVELY.
 TR1972
 TR1972                          STATION RECOVERY (1955)
 TR1972
 TR1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (PT)
 TR1972'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 TR1972'
 TR1972'STATION IS LOCATED ON THE W SHORE OF SINCLAIR ISLAND, ABOUT 1/2
 TR1972'MI. NW OF URBAN COUNTY DOCK.  IT IS ON A PROMINENT ROCKY GRASS AND
 TR1972'MOSS-COVERED POINT, APPROXIMATELY 20 M. INSHORE (E) FROM THE HIGH
 TR1972'WATERLINE, 105 FT. W OF A SMALL WHITE-PAINTED HOUSE, 13.0 M. S OF
 TR1972'A 28-IN. BUSHY-TOPPED FIR TREE, AND ABOUT 15 FT. ABOVE
 TR1972'HIGH-WATERLINE.  LAWRENCE POINT IS JUST OPEN ON THE S TANGENT OF
 TR1972'BARNES ISLAND.  N OF THE STATION LIE DENSE FIRS AND HEAVY BRUSH
 TR1972'OBSTRUCTING THE VIEW OF MOST OF LUMMI ISLAND AND THE N SHORE
 TR1972'OF SINCLAIR ISLAND.  STATION IS MARKED WITH A STANDARD DISK,
 TR1972'SET IN A DRILL HOLE IN SOLID FLAT BEDROCK FLUSH WITH THE
 TR1972'SURFACE, STAMPED CLAIR 1941.
 TR1972'
 TR1972'REFERENCE MARK 1 IS A STANDARD DISK, SET IN A DRILL HOLE IN
 TR1972'OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE W OF THE STATION,
 TR1972'STAMPED R M 1 1941.
 TR1972'
 TR1972'REFERENCE MARK 2 IS A STANDARD DISK, SET IN A DRILL HOLE IN
 TR1972'OUTCROPPING BEDROCK N OF THE STATION, STAMPED R M 2 1941.
 TR1972'
 TR1972'DISTANCES TO REFERENCE MARKS WERE CHECKED.  NO CHECK MADE ON
 TR1972'DIRECTIONS AT THIS TIME.
 TR1972
 TR1972                          STATION RECOVERY (1987)
 TR1972
 TR1972'RECOVERY NOTE BY US POWER SQUADRON 1987 (SG)
 TR1972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5474 ***********************************************************************
 AC5474  DESIGNATION -  CLALLAM CBL 0
 AC5474  PID         -  AC5474
 AC5474  STATE/COUNTY-  WA/CLALLAM
 AC5474  USGS QUAD   -  ANGELES POINT (1978)
 AC5474
 AC5474                         *CURRENT SURVEY CONTROL
 AC5474  ___________________________________________________________________
 AC5474* NAD 83(1998)-  48 07 34.93130(N)    123 30 11.72392(W)     ADJUSTED  
 AC5474* NAVD 88     -        69.7    (meters)     229.     (feet)  GPS OBS   
 AC5474  ___________________________________________________________________
 AC5474  X           -  -2,354,378.105 (meters)                     COMP
 AC5474  Y           -  -3,556,638.054 (meters)                     COMP
 AC5474  Z           -   4,726,303.835 (meters)                     COMP
 AC5474  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 AC5474  ELLIP HEIGHT-          49.56  (meters)          (10/02/01) GPS OBS
 AC5474  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 AC5474
 AC5474  HORZ ORDER  -  THIRD
 AC5474  ELLP ORDER  -  FOURTH    CLASS I
 AC5474
 AC5474.This mark is at William R Fairchild Intl Airport (CLM)
 AC5474
 AC5474.The horizontal coordinates were established by GPS observations
 AC5474.and adjusted by the National Geodetic Survey in October 2001..
 AC5474.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5474.DATUM ITEM on the data sheet items page.
 AC5474
 AC5474.The orthometric height was determined by GPS observations and a
 AC5474.high-resolution geoid model.
 AC5474
 AC5474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5474
 AC5474.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5474
 AC5474.The ellipsoidal height was determined by GPS observations
 AC5474.and is referenced to NAD 83.
 AC5474
 AC5474.The geoid height was determined by GEOID03.
 AC5474
 AC5474;                    North         East     Units Scale Factor Converg.
 AC5474;SPC WA N     -   128,679.707   301,294.447   MT  0.99994226   -1 59 16.1
 AC5474;SPC WA N     -   422,176.67    988,496.86   sFT  0.99994226   -1 59 16.1
 AC5474;UTM  10      - 5,330,468.324   462,551.142   MT  0.99961723   -0 22 29.1
 AC5474
 AC5474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5474!SPC WA N     -   0.99999223  x   0.99994226  =   0.99993449
 AC5474!UTM  10      -   0.99999223  x   0.99961723  =   0.99960947
 AC5474
 AC5474|---------------------------------------------------------------------|
 AC5474| PID    Reference Object                     Distance      Geod. Az  |
 AC5474|                                                           dddmmss.s |
 AC5474| AC5475 CLALLAM CBL 150                     149.962 METERS 14917     |
 AC5474|---------------------------------------------------------------------|
 AC5474
 AC5474                          SUPERSEDED SURVEY CONTROL
 AC5474
 AC5474  NAD 83(1991)-  48 07 34.93088(N)    123 30 11.72494(W) AD(       ) 3
 AC5474  ELLIP H (12/17/98)   49.58   (m)                       GP(       ) 4 1
 AC5474
 AC5474.Superseded values are not recommended for survey control.
 AC5474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5474.See file dsdata.txt to determine how the superseded data were derived.
 AC5474
 AC5474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6255130468(NAD 83)
 AC5474_MARKER: DQ = CALIBRATION BASE LINE DISK
 AC5474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5474_STAMPING: 0.00 1984
 AC5474_MARK LOGO: NGS   
 AC5474_PROJECTION: FLUSH
 AC5474_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5474+STABILITY: SURFACE MOTION
 AC5474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5474+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1997
 AC5474
 AC5474  HISTORY     - Date     Condition        Report By
 AC5474  HISTORY     - 1984     MONUMENTED       NGS
 AC5474  HISTORY     - 19841010 GOOD             NGS
 AC5474  HISTORY     - 19960810 GOOD             CHANCE
 AC5474  HISTORY     - 19970912 GOOD             NGS
 AC5474
 AC5474                          STATION DESCRIPTION
 AC5474
 AC5474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (JLD)
 AC5474'THE STATION IS LOCATED IN GRASS AREA NEAR RUNWAY END 13, ABOUT 150 FT
 AC5474'(45.7 M) NORTHEAST OF NORTHEAST EDGE OF OLD RUNWAY PAVEMENT AND 36 FT
 AC5474'(11.0 M) SOUTH OF CENTER OF ASPHALT ROAD (CLOSED TAXIWAY) .  THE
 AC5474'STATION IS A NGS CALIBRATION BASE LINE DISK STAMPED 0.00 1984 SET IN
 AC5474'THE TOP OF ROUND CONCRETE MONUMENT 30 INCHES IN DIAMETER AND FLUSH
 AC5474'WITH THE GROUND.
 AC5474
 AC5474                          STATION RECOVERY (1984)
 AC5474
 AC5474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AC5474'THE BASE LINE IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF PORT ANGELES,
 AC5474'AT THE WILLIAM R. FAIRCHILD INTERNATIONAL AIRPORT AND SET NORTHEAST OF
 AC5474'AND APPROXIMATELY PARALLEL TO THE MOST NORTHERN ONE OF TWO RUNWAYS AND
 AC5474'LANDING STRIPS.
 AC5474' 
 AC5474'TO REACH THE BASE LINE FROM THE FRONT ENTRANCE (SOUTH FACE) OF THE
 AC5474'PASSENGER TERMINAL OF THE WILLIAM R. FAIRCHILD INTERNATIONAL AIRPORT,
 AC5474'WHICH IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF PORT ANGELES, GO WEST
 AC5474'ALONG AN ASPHALT ROAD FOR 0.1 KM (0.05 MI) TO THE 1300 METER POINT ON
 AC5474'THE RIGHT (THE 1300 METER POINT IS ABOUT 30.5 M (100.0 FT) NORTH OF
 AC5474'THE CENTER OF THE ASPHALT ROAD). CONTINUE NORTHWEST ALONG A RAMP AREA
 AC5474'AND THE MOST NORTHERN ONE OF TWO RUNWAYS AND LANDING STRIPS FOR 0.9 KM
 AC5474'(0.55 MI) TO THE 430 METER POINT ON THE RIGHT.  CONTINUE NORTHWEST
 AC5474'ALONG THE RUNWAY FOR 0.2 KM (0.15 MI) TO THE 150 METER POINT ON THE
 AC5474'RIGHT.  CONTINUE NORTHWEST ALONG THE RUNWAY FOR 0.1 KM (0.05 MI) TO
 AC5474'THE 0 METER POINT ON THE RIGHT.
 AC5474' 
 AC5474'THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON
 AC5474'THE NORTHWEST END.  IT CONSISTS OF THE 0, 150, 430 AND 1300 METER
 AC5474'POINTS.  THERE IS A DISK SET 100 FEET NORTHWEST OF THE 0 METER POINT
 AC5474'TO BE USED FOR TAPE CALIBRATON.  THE HORIZONTAL DISTANCES FROM THE 0
 AC5474'METER POINT TO THE CENTER OF THE 100 FOOT TAPING DISK MEASURED 99.91
 AC5474'FT (30.452 M) AND TO THE OFF-CENTERED PUNCH ON THE DISK MEASURED
 AC5474'100.00 FT (30.480 M).
 AC5474' 
 AC5474'THE 0, 150, AND 430 METER POINTS ARE SET IN A GRASS AREA INBETWEEN AN
 AC5474'ASPHALT ROAD AND THE MOST NORTHERN RUNWAY OF THE AIRPORT.  THE 1300
 AC5474'METER POINT IS SET JUST WEST OF THE TERMINAL AND MAIN HANGAR AREA AND
 AC5474'JUST EAST OF A RAMP AREA.
 AC5474' 
 AC5474'ALL THE DISKS ARE STANDARD NGS CALIBRATION BASE LINE DISKS STAMPED
 AC5474'WITH THEIR BASE LINE DESIGNAITON AND THE YEAR 1984.
 AC5474' 
 AC5474'THE 0 AND 150 METER POINT DISKS ARE SET IN THE TOP OF ROUND CONCRETE
 AC5474'MONUMENTS WHICH MEASURE ABOUT 76 CM (30.0 IN) IN DIAMETER AND SET
 AC5474'FLUSH WITH THE GROUND.  THE 430 METER POINT DISK IS SET IN THE TOP OF
 AC5474'AN IRREGULAR MASS OF CONCRETE WHICH MEASURES ABOUT 127 CM (50.0 IN) IN
 AC5474'DIAMETER AND SET FLUSH WITH THE GROUND.  THE 1300 METER POINT DISK IS
 AC5474'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH MEASURES ABOUT
 AC5474'76 CM (30.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND.
 AC5474' 
 AC5474'THE 100 FOOT POINT, 150 METER POINT, 430 METER POINT AND THE 1300
 AC5474'METER POINT HAVE NGS WITNESS POSTS NEARBY.
 AC5474' 
 AC5474'THE 0 METER POINT IS A STANDARD NGS DISK STAMPED---0.00 1984--,- SET
 AC5474'INTO THE TOP OF A ROUND CONCRETE MONUMENT 76 CM (30.0 IN) IN DIAMETER
 AC5474'FLUSH WITH THE GROUND LOCATED ABOUT 45.7 M (150 FT) NNE FROM THE
 AC5474'NORTHEAST EDGE OF THE RUNWAY AND 10.9 M (35.6 FT) S FROM THE CENTER OF
 AC5474'AN ASPHALT ROAD.
 AC5474
 AC5474                          STATION RECOVERY (1996)
 AC5474
 AC5474'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5474'STATION IS LOCATED ABOUT 22 MILES (35.4 KM) SOUTH OF VICTORIA B.C.,
 AC5474'CANADA, 18.5 MILES (29.8 KM) WEST OF SEQUIM, IN PORT ANGELES, AT THE
 AC5474'WILLIAM R FAIRCHILD INTERNATIONAL AIRPORT, GEORGE YOUNT - TEMPORARY
 AC5474'AIRPORT ADMINISTRATOR, PHONE 360-417-3343  TO REACH THE STATION FROM
 AC5474'THE JUNCTION OF NORTH LINCOLN STREET AND EAST FRONT STREET IN DOWNTOWN
 AC5474'PORT ANGELES, PROCEED WEST ON EAST FRONT STREET (ALSO MARINE DRIVE)
 AC5474'0.7 MILES (1.1 KM) TO JUNCTION WITH STATE HIGHWAY 117 (ALSO TUMWATER
 AC5474'TRUCK RD) , TURN LEFT AND PROCEED SOUTH ON SH 117 1.1 MILES (1.8 KM)
 AC5474'TO W LAURIDSEN BLVD, TURN RIGHT AND PROCEED WEST ON 1.15 MILES (1.85
 AC5474'KM) TO L STREET, TURN RIGHT AND PROCEED NORTH ON L STREET 0.1 MILES
 AC5474'(0.2 KM) TO AIRPORT ENTRANCE, TURN LEFT AND PROCEED WEST 0.75 MILES
 AC5474'(1.21 KM) TO A SECURITY GATE. PROCEED SOUTH AND WEST THROUGH THE GATE
 AC5474'0.05 MILES (0.08 KM) TO THE HANGAR AREA, TURN RIGHT AND PROCEED NORTH
 AC5474'0.05 MILES (0.08 KM) TO TAXIWAY A, TURN RIGHT AND PROCEED EAST ON
 AC5474'TAXIWAY A 0.05 MILES (0.08 KM) TO JCT TAXIWAY E, TURN LEFT AND PROCEED
 AC5474'NORTHWEST A TOTAL OF 0.75 MILES (1.21 KM) ACROSS RUNWAY 8-26 ONTO
 AC5474'TAXIWAY J TO THE END OF THE RUNWAY.  TURN RIGHT AND CROSS RUNWAY 13-31
 AC5474'ONTO AN ABANDONED TAXIWAY, PROCEED 0.1 MILES (0.2 KM) TO THE BEGINNING
 AC5474'OF THE BASELINE NEAR THE PERIMETER FENCE AND THE STATION ON THE RIGHT
 AC5474'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY CALIBRATION
 AC5474'BASELINE DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT, SET FLUSH
 AC5474'WITH THE SURFACE.  THE STATION IS LOCATED 18.95 M (62.17 FT) SOUTHWEST
 AC5474'OF THE CENTER OF AN ACCESS GATE, 45.3 M (148.6 FT) NORTHEAST OF THE
 AC5474'1ST RUNWAY LIGHT SE OF THE NW END OF THE RUNWAY, 30.5 M (100.1 FT)
 AC5474'SOUTHEAST OF THE 100 FT (30.5 M) MARK, 45.3 M (148.6 FT) NORTHEAST OF
 AC5474'THE NORTHEAST EDGE OF THE OLD RUNWAY AND 3.4 M (11.2 FT) SOUTH OF THE
 AC5474'SOUTH EDGE OF THE ABANDONED TAXIWAY
 AC5474
 AC5474                          STATION RECOVERY (1997)
 AC5474
 AC5474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 AC5474'STATION IS LOCATED ABOUT 22 MI (35.4 KM) SOUTH OF VICTORIA B.C.,
 AC5474'CANADA, 18.5 MI (29.8 KM) WEST OF SEQUIM, IN PORT ANGELES, AND AT THE
 AC5474'WILLIAM R.  FAIRCHILD INTERNATIONAL AIRPORT.  CONTACT JEFF ROBB,
 AC5474'AIRPORT MANAGER FOR PERMISSION TO ACCESS THIS STATION.  PHONE (360)
 AC5474'457-1138.  TO REACH THE STATION FROM THE JUNCTION OF NORTH LINCOLN
 AC5474'STREET AND EAST FRONT STREET IN DOWNTOWN PORT ANGELES, PROCEED WEST ON
 AC5474'EAST FRONT STREET (ALSO MARINE DRIVE) 0.7 MI (1.1 KM) TO JUNCTION WITH
 AC5474'STATE HIGHWAY 117 (ALSO TUMWATER TRUCK RD) , TURN LEFT AND PROCEED
 AC5474'SOUTH ON SH 117 FOR 1.1 MI (1.8 KM) TO WEST LAURIDSEN BLVD, TURN RIGHT
 AC5474'AND PROCEED WEST 1.15 MI (1.85 KM) TO L STREET, TURN RIGHT AND PROCEED
 AC5474'NORTH ON L STREET 0.1 MI (0.2 KM) TO AIRPORT ENTRANCE, TURN LEFT AND
 AC5474'PROCEED 0.75 MI (1.21 KM) TO A SECURITY GATE.  PROCEED SOUTH AND WEST
 AC5474'THROUGH GATE 0.05 MI (0.08 KM) TO THE HANGAR AREA, TURN RIGHT AND
 AC5474'PROCEED NORTH 0.05 MI (0.08 KM) TO TAXIWAY A, TURN RIGHT AND PROCEED
 AC5474'EAST ON TAXIWAY A FOR 0.05 MI (0.08 KM) TO TAXIWAY E, TURN LEFT AND
 AC5474'PROCEED NORTHWEST AND ACCROSS RUNWAY 8-26 ONTO TAXIWAY J FOR 0.75 MI
 AC5474'(1.21 KM) TO THE END OF THE TAXIWAY AT RUNWAY END 13.  CROSS THE
 AC5474'RUNWAY END ONTO AN ABANDON TAXIWAY AND THE STATION ON THE RIGHT ON THE
 AC5474'SOUTHWEST SIDE OF THE ABANDON TAXIWAY AND A GRAVEL SERVICE ROAD.  THE
 AC5474'STATION IS A STANDRD NGS CALIBRATION BASELINE DISK SET IN THE TOP OF A
 AC5474'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 150 FT (45.7 M)
 AC5474'NORTHEAST OF THE NORTHEAST EDGE OF OLD RUNWAY PAVEMENT, 36 FT (11.0 M)
 AC5474'SOUTH OF THE CENTER OF AN ASPHALT ROAD (ABANDON TAXIWAY) , AND 8 FT
 AC5474'(2.4 M) SOUTHWEST OF THE CENTERLINE OF A GRAVEL SERVICE ROAD WHERE THE
 AC5474'SERVICE ROAD MEETS THE ABANDON TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5475 ***********************************************************************
 AC5475  PACS        -  This is a Primary Airport Control Station.
 AC5475  DESIGNATION -  CLALLAM CBL 150
 AC5475  PID         -  AC5475
 AC5475  STATE/COUNTY-  WA/CLALLAM
 AC5475  USGS QUAD   -  ANGELES POINT (1978)
 AC5475
 AC5475                         *CURRENT SURVEY CONTROL
 AC5475  ___________________________________________________________________
 AC5475* NAD 83(1998)-  48 07 30.75730(N)    123 30 08.01963(W)     ADJUSTED  
 AC5475* NAVD 88     -        71.99   (meters)     236.2    (feet)  GPS OBS   
 AC5475  ___________________________________________________________________
 AC5475  X           -  -2,354,368.029 (meters)                     COMP
 AC5475  Y           -  -3,556,761.608 (meters)                     COMP
 AC5475  Z           -   4,726,219.417 (meters)                     COMP
 AC5475  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AC5475  ELLIP HEIGHT-          51.76  (meters)          (03/21/00) GPS OBS
 AC5475  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 AC5475
 AC5475  HORZ ORDER  -  A
 AC5475  ELLP ORDER  -  THIRD     CLASS II
 AC5475
 AC5475.This mark is at William R Fairchild Intl Airport (CLM)
 AC5475
 AC5475.The horizontal coordinates were established by GPS observations
 AC5475.and adjusted by the National Geodetic Survey in March 2000..
 AC5475.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5475.DATUM ITEM on the data sheet items page.
 AC5475
 AC5475.The orthometric height was determined by GPS observations and a
 AC5475.high-resolution geoid model.
 AC5475
 AC5475.GPS derived orthometric heights for airport stations designated as
 AC5475.PACS or SACS are published to 2 decimal places.  This maintains
 AC5475.centimeter relative accuracy between the PACS and SACS.  It does
 AC5475.not indicate centimeter accuracy relative to other marks which are
 AC5475.part of the NAVD 88 network.
 AC5475
 AC5475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5475
 AC5475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5475
 AC5475.The ellipsoidal height was determined by GPS observations
 AC5475.and is referenced to NAD 83.
 AC5475
 AC5475.The geoid height was determined by GEOID03.
 AC5475
 AC5475;                    North         East     Units Scale Factor Converg.
 AC5475;SPC WA N     -   128,548.214   301,366.526   MT  0.99994226   -1 59 13.4
 AC5475;SPC WA N     -   421,745.27    988,733.34   sFT  0.99994226   -1 59 13.4
 AC5475;UTM  10      - 5,330,338.954   462,626.869   MT  0.99961716   -0 22 26.3
 AC5475
 AC5475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5475!SPC WA N     -   0.99999189  x   0.99994226  =   0.99993415
 AC5475!UTM  10      -   0.99999189  x   0.99961716  =   0.99960905
 AC5475
 AC5475|---------------------------------------------------------------------|
 AC5475| PID    Reference Object                     Distance      Geod. Az  |
 AC5475|                                                           dddmmss.s |
 AC5475| AC5476 CLALLAM CBL 430                     279.974 METERS 14917     |
 AC5475| AC5474 CLALLAM CBL 0                       149.962 METERS 32917     |
 AC5475|---------------------------------------------------------------------|
 AC5475
 AC5475                          SUPERSEDED SURVEY CONTROL
 AC5475
 AC5475  NAD 83(1991)-  48 07 30.75498(N)    123 30 08.02106(W) AD(       ) B
 AC5475  NAD 83(1998)-  48 07 30.75688(N)    123 30 08.02065(W) AD(       ) B
 AC5475  ELLIP H (07/23/97)   51.78   (m)                       GP(       ) 3 1
 AC5475
 AC5475.Superseded values are not recommended for survey control.
 AC5475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5475.See file dsdata.txt to determine how the superseded data were derived.
 AC5475
 AC5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6262730339(NAD 83)
 AC5475_MARKER: DQ = CALIBRATION BASE LINE DISK
 AC5475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5475_STAMPING: 150 1984
 AC5475_MARK LOGO: NGS   
 AC5475_PROJECTION: FLUSH
 AC5475_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5475+STABILITY: SURFACE MOTION
 AC5475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5475+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 AC5475
 AC5475  HISTORY     - Date     Condition        Report By
 AC5475  HISTORY     - 1984     MONUMENTED       NGS
 AC5475  HISTORY     - 19841010 GOOD             NGS
 AC5475  HISTORY     - 19960810 GOOD             CHANCE
 AC5475  HISTORY     - 19970912 GOOD             NGS
 AC5475  HISTORY     - 19981010 GOOD             NGS
 AC5475
 AC5475                          STATION DESCRIPTION
 AC5475
 AC5475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (JLD)
 AC5475'THE STATION IS LOCATED IN GRASS AREA NORTHEAST OF RUNWAY 13-31 AND
 AC5475'SOUTHWEST OF ASPHALT ROAD (CLOSED TAXIWAY) , ABOUT 130 FT (39.6 M)
 AC5475'NORTHEAST OF NORTHEAST EDGE OF OLD RUNWAY PAVEMENT AND 98 FT (29.9 M)
 AC5475'SOUTHWEST OF CENTER OF ASPHALT ROAD.  THE STATION IS A NGS CALIBRATION
 AC5475'BASE LINE DISK STAMPED 150 1984, SET IN THE TOP OF 30 INCH DIAMETER
 AC5475'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AC5475
 AC5475                          STATION RECOVERY (1984)
 AC5475
 AC5475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AC5475'THE BASE LINE IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF PORT ANGELES,
 AC5475'AT THE WILLIAM R. FAIRCHILD INTERNATIONAL AIRPORT AND SET NORTHEAST OF
 AC5475'AND APPROXIMATELY PARALLEL TO THE MOST NORTHERN ONE OF TWO RUNWAYS AND
 AC5475'LANDING STRIPS.
 AC5475' 
 AC5475'TO REACH THE BASE LINE FROM THE FRONT ENTRANCE (SOUTH FACE) OF THE
 AC5475'PASSENGER TERMINAL OF THE WILLIAM R. FAIRCHILD INTERNATIONAL AIRPORT,
 AC5475'WHICH IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF PORT ANGELES, GO WEST
 AC5475'ALONG AN ASPHALT ROAD FOR 0.1 KM (0.05 MI) TO THE 1300 METER POINT ON
 AC5475'THE RIGHT (THE 1300 METER POINT IS ABOUT 30.5 M (100.0 FT) NORTH OF
 AC5475'THE CENTER OF THE ASPHALT ROAD). CONTINUE NORTHWEST ALONG A RAMP AREA
 AC5475'AND THE MOST NORTHERN ONE OF TWO RUNWAYS AND LANDING STRIPS FOR 0.9 KM
 AC5475'(0.55 MI) TO THE 430 METER POINT ON THE RIGHT.  CONTINUE NORTHWEST
 AC5475'ALONG THE RUNWAY FOR 0.2 KM (0.15 MI) TO THE 150 METER POINT ON THE
 AC5475'RIGHT.  CONTINUE NORTHWEST ALONG THE RUNWAY FOR 0.1 KM (0.05 MI) TO
 AC5475'THE 0 METER POINT ON THE RIGHT.
 AC5475' 
 AC5475'THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON
 AC5475'THE NORTHWEST END.  IT CONSISTS OF THE 0, 150, 430 AND 1300 METER
 AC5475'POINTS.  THERE IS A DISK SET 100 FEET NORTHWEST OF THE 0 METER POINT
 AC5475'TO BE USED FOR TAPE CALIBRATON.  THE HORIZONTAL DISTANCES FROM THE 0
 AC5475'METER POINT TO THE CENTER OF THE 100 FOOT TAPING DISK MEASURED 99.91
 AC5475'FT (30.452 M) AND TO THE OFF-CENTERED PUNCH ON THE DISK MEASURED
 AC5475'100.00 FT (30.480 M).
 AC5475' 
 AC5475'THE 0, 150, AND 430 METER POINTS ARE SET IN A GRASS AREA INBETWEEN AN
 AC5475'ASPHALT ROAD AND THE MOST NORTHERN RUNWAY OF THE AIRPORT.  THE 1300
 AC5475'METER POINT IS SET JUST WEST OF THE TERMINAL AND MAIN HANGAR AREA AND
 AC5475'JUST EAST OF A RAMP AREA.
 AC5475' 
 AC5475'ALL THE DISKS ARE STANDARD NGS CALIBRATION BASE LINE DISKS STAMPED
 AC5475'WITH THEIR BASE LINE DESIGNAITON AND THE YEAR 1984.
 AC5475' 
 AC5475'THE 0 AND 150 METER POINT DISKS ARE SET IN THE TOP OF ROUND CONCRETE
 AC5475'MONUMENTS WHICH MEASURE ABOUT 76 CM (30.0 IN) IN DIAMETER AND SET
 AC5475'FLUSH WITH THE GROUND.  THE 430 METER POINT DISK IS SET IN THE TOP OF
 AC5475'AN IRREGULAR MASS OF CONCRETE WHICH MEASURES ABOUT 127 CM (50.0 IN) IN
 AC5475'DIAMETER AND SET FLUSH WITH THE GROUND.  THE 1300 METER POINT DISK IS
 AC5475'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH MEASURES ABOUT
 AC5475'76 CM (30.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND.
 AC5475' 
 AC5475'THE 100 FOOT POINT, 150 METER POINT, 430 METER POINT AND THE 1300
 AC5475'METER POINT HAVE NGS WITNESS POSTS NEARBY.
 AC5475' 
 AC5475'THE 150 METER POINT IS A STANDARD NGS DISK STAMPED---150 1984---, SET
 AC5475'INTO THE TOP OF A ROUND CONCRETE MONUMENT 76 CM (30.0 IN) IN DIAMETER
 AC5475'FLUSH WITH THE GROUND LOCATED ABOUT 39.6 M (130 FT) NNE FROM THE
 AC5475'NORTHEAST EDGE OF THE RUNWAY AND 29.9 M (98.0 FT) SW FROM THE CENTER
 AC5475'OF AN ASPHALT ROAD.
 AC5475
 AC5475                          STATION RECOVERY (1996)
 AC5475
 AC5475'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5475'STATION IS LOCATED ABOUT 22 MILES (35.4 KM) SOUTH OF VICTORIA B.C.,
 AC5475'CANADA, 18.5 MILES (29.8 KM) WEST OF SEQUIM, IN PORT ANGELES, AT THE
 AC5475'WILLIAM R FAIRCHILD INTERNATIONAL AIRPORT, GEORGE YOUNT - TEMPORARY
 AC5475'AIRPORT ADMINISTRATOR, PHONE 360-417-3343  TO REACH THE STATION FROM
 AC5475'THE JUNCTION OF NORTH LINCOLN STREET AND EAST FRONT STREET IN DOWNTOWN
 AC5475'PORT ANGELES, PROCEED WEST ON EAST FRONT STREET (ALSO MARINE DRIVE)
 AC5475'0.7 MILES (1.1 KM) TO JUNCTION WITH STATE HIGHWAY 117 (ALSO TUMWATER
 AC5475'TRUCK RD) , TURN LEFT AND PROCEED SOUTH ON SH 117 1.1 MILES (1.8 KM)
 AC5475'TO W LAURIDSEN BLVD, TURN RIGHT AND PROCEED WEST ON 1.15 MILES (1.85
 AC5475'KM) TO L STREET, TURN RIGHT AND PROCEED NORTH ON L STREET 0.1 MILES
 AC5475'(0.2 KM) TO AIRPORT ENTRANCE, TURN LEFT AND PROCEED WEST 0.75 MILES
 AC5475'(1.21 KM) TO A SECURITY GATE. PROCEED SOUTH AND WEST THROUGH THE GATE
 AC5475'0.05 MILES (0.08 KM) TO THE HANGAR AREA, TURN RIGHT AND PROCEED NORTH
 AC5475'0.05 MILES (0.08 KM) TO TAXIWAY A, TURN RIGHT AND PROCEED EAST ON
 AC5475'TAXIWAY A 0.05 MILES (0.08 KM) TO JCT TAXIWAY E, TURN LEFT AND PROCEED
 AC5475'NORTHWEST A TOTAL OF 0.75 MILES (1.21 KM) ACROSS RUNWAY 8-26 ONTO
 AC5475'TAXIWAY J TO THE END OF THE RUNWAY.  TURN RIGHT AND CROSS RUNWAY 13-31
 AC5475'ONTO AN ABANDONED TAXIWAY, PROCEED 0.1 MILES (0.2 KM) TO THE BEGINNING
 AC5475'OF THE BASELINE NEAR THE PERIMETER FENCE, TURN RIGHT AND PROCEED SOUTH
 AC5475'ALONG THE FENCELINE 0.15 MILES (0.24 KM) TO THE POINT 20 M (65.6 FT)
 AC5475'WEST OF THE FENCELINE PERPENDICULAR TO A PERSONNEL GATE IN THE
 AC5475'FENCELINE  THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY
 AC5475'CALIBRATION BASELINE DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT,
 AC5475'SET FLUSH WITH THE SURFACE.  THE STATION IS LOCATED 21.15 M (69.39 FT)
 AC5475'SOUTHWEST OF THE CENTER OF THE PERSONNEL GATE, 86.35 M (283.30 FT)
 AC5475'EAST OF THE 3RD RUNWAY LIGHT SE OF THE NW END OF THE RUNWAY, 67.45 M
 AC5475'(221.29 FT) NORTHEAST OF THE 4TH RUNWAY LIGHT SE OF THE NW END OF THE
 AC5475'RUNWAY.  150 M (492.1 FT) SOUTHEAST OF THE ZERO METER BASELINE
 AC5475'MONUMENT, 41.0 M (134.5 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE OLD
 AC5475'RUNWAY  THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION
 AC5475'(PACS) - WASHINGTON ANA SURVEYS 1996
 AC5475
 AC5475                          STATION RECOVERY (1997)
 AC5475
 AC5475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 AC5475'RECOVERED AS DESCRIBED.
 AC5475
 AC5475                          STATION RECOVERY (1998)
 AC5475
 AC5475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AC5475'THE STATION IS LOCATED AT THE AIRPORT IN PORT ANGELES.  TO REACH FROM
 AC5475'THE INTERSECTION OF SR 101 AND AIRPORT ROAD, ABOUT 1.5 MI (2.4 KM)
 AC5475'WEST OF PORT ANGELES, GO NORTH ON AIRPORT ROAD FOR 0.75 MI (1.21 KM)
 AC5475'TO A RIGHT HAND CURVE AND THEN SOUTH L STREET ON THE LEFT, TURN LRFT
 AC5475'AND GO NORTH ON SOUTH L STREET FOR 0.05 MI (0.08 KM) TO THE ENTRANCE
 AC5475'TO FAIRCHILD INTERNATIONAL AIRPORT, TURN LEFT AND GO WEST FOR 0.75 MI
 AC5475'(1.21 KM) TO RITE BROTHERS AVIATION, PHONE 360-452-6226, WHERE
 AC5475'PERMISSION TO ACCESS MARK AND A KEY MAY BE OBTAINED.  FROM THE L
 AC5475'STREET FAIRCHILD AIRPORT ENTRANCE, CONTINUE NORTH FOR 0.3 MI (0.5 KM)
 AC5475'ON SOUTH L STREET TO AN INTERSECTION, TURN LEFT AND GO WEST FOR 0.7 MI
 AC5475'(1.1 KM) ON WEST 18TH STREET TO THE ENTRANCE OF THE AIRPORT INDUSTRIAL
 AC5475'PARK ON THE LEFT, TURN LEFT AND GO SOUTH FOR 0.2 MI (0.3 KM) ON THE
 AC5475'ENTRANCE ROAD TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.5 MI
 AC5475'(0.8 KM) FOLLOWING A NORTH RIGHT-OF-WAY FENCE TO PEDESTRIAN GATE
 AC5475'NUMBER 27 AND THE STATION ON THE LEFT.  IT IS, 32.5 M (106.6 FT) WEST
 AC5475'OF THE 8TH FENCE POST EAST OF THE GATE, 21.1 M (69.2 FT) SOUTHWEST OF
 AC5475'THE PEDESTRIAN GATE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST AND
 AC5475'FLUSH WITH GROUND LEVEL.  NOTE -- THE KEY FOR GATE 27 IS TAGGED AS
 AC5475'--EDM RANGE--.  DESCRIBED BY V.C.  PICZAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5476 ***********************************************************************
 AC5476  DESIGNATION -  CLALLAM CBL 430
 AC5476  PID         -  AC5476
 AC5476  STATE/COUNTY-  WA/CLALLAM
 AC5476  USGS QUAD   -  PORT ANGELES (1985)
 AC5476
 AC5476                         *CURRENT SURVEY CONTROL
 AC5476  ___________________________________________________________________
 AC5476* NAD 83(1998)-  48 07 22.96442(N)    123 30 01.10442(W)     ADJUSTED  
 AC5476* NAVD 88     -        75.9    (meters)     249.     (feet)  GPS OBS   
 AC5476  ___________________________________________________________________
 AC5476  X           -  -2,354,349.182 (meters)                     COMP
 AC5476  Y           -  -3,556,992.222 (meters)                     COMP
 AC5476  Z           -   4,726,061.731 (meters)                     COMP
 AC5476  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 AC5476  ELLIP HEIGHT-          55.77  (meters)          (10/02/01) GPS OBS
 AC5476  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 AC5476
 AC5476  HORZ ORDER  -  THIRD
 AC5476  ELLP ORDER  -  FOURTH    CLASS I
 AC5476
 AC5476.This mark is at William R Fairchild Intl Airport (CLM)
 AC5476
 AC5476.The horizontal coordinates were established by GPS observations
 AC5476.and adjusted by the National Geodetic Survey in October 2001..
 AC5476.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5476.DATUM ITEM on the data sheet items page.
 AC5476
 AC5476.The orthometric height was determined by GPS observations and a
 AC5476.high-resolution geoid model.
 AC5476
 AC5476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5476
 AC5476.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5476
 AC5476.The ellipsoidal height was determined by GPS observations
 AC5476.and is referenced to NAD 83.
 AC5476
 AC5476.The geoid height was determined by GEOID03.
 AC5476
 AC5476;                    North         East     Units Scale Factor Converg.
 AC5476;SPC WA N     -   128,302.718   301,501.092   MT  0.99994226   -1 59 08.2
 AC5476;SPC WA N     -   420,939.83    989,174.83   sFT  0.99994226   -1 59 08.2
 AC5476;UTM  10      - 5,330,097.423   462,768.247   MT  0.99961703   -0 22 21.1
 AC5476
 AC5476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5476!SPC WA N     -   0.99999126  x   0.99994226  =   0.99993352
 AC5476!UTM  10      -   0.99999126  x   0.99961703  =   0.99960829
 AC5476
 AC5476|---------------------------------------------------------------------|
 AC5476| PID    Reference Object                     Distance      Geod. Az  |
 AC5476|                                                           dddmmss.s |
 AC5476| AC5475 CLALLAM CBL 150                     279.974 METERS 32917     |
 AC5476|---------------------------------------------------------------------|
 AC5476
 AC5476                          SUPERSEDED SURVEY CONTROL
 AC5476
 AC5476  NAD 83(1991)-  48 07 22.96401(N)    123 30 01.10544(W) AD(       ) 3
 AC5476  ELLIP H (12/17/98)   55.80   (m)                       GP(       ) 4 1
 AC5476
 AC5476.Superseded values are not recommended for survey control.
 AC5476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5476.See file dsdata.txt to determine how the superseded data were derived.
 AC5476
 AC5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6276830097(NAD 83)
 AC5476_MARKER: DQ = CALIBRATION BASE LINE DISK
 AC5476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5476_STAMPING: 430 1984
 AC5476_MARK LOGO: NGS   
 AC5476_PROJECTION: FLUSH
 AC5476_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5476+STABILITY: SURFACE MOTION
 AC5476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5476+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1997
 AC5476
 AC5476  HISTORY     - Date     Condition        Report By
 AC5476  HISTORY     - 1984     MONUMENTED       NGS
 AC5476  HISTORY     - 19841010 GOOD             NGS
 AC5476  HISTORY     - 19960810 GOOD             CHANCE
 AC5476  HISTORY     - 19970912 GOOD             NGS
 AC5476
 AC5476                          STATION DESCRIPTION
 AC5476
 AC5476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (JLD)
 AC5476'THE STATION IS LOCATED IN GRASS AREA NORTHEAST OF RUNWAY 13-31 AND
 AC5476'SOUTHWEST OF ASPHALT ROAD (CLOSED TAXIWAY) , ABOUT 110 FT (33.5 M)
 AC5476'NORTHEAST OF THE NORTHEAST EDGE OF OLD RUNWAY PAVEMENT AND 135 FT
 AC5476'(41.1 M) SOUTHWEST OF CENTER OF ASPHALT ROAD.  THE STATION IS A NGS
 AC5476'CALIBRATION BASE LINE DISK STAMPED 430 1984 AND SET IN THE TOP OF
 AC5476'IRREGULAR MASS OF CONCRETE ABOUT 50 INCHES IN DIAMETER AND FLUSH WITH
 AC5476'THE GROUND.
 AC5476
 AC5476                          STATION RECOVERY (1984)
 AC5476
 AC5476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AC5476'THE BASE LINE IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF PORT ANGELES,
 AC5476'AT THE WILLIAM R. FAIRCHILD INTERNATIONAL AIRPORT AND SET NORTHEAST OF
 AC5476'AND APPROXIMATELY PARALLEL TO THE MOST NORTHERN ONE OF TWO RUNWAYS AND
 AC5476'LANDING STRIPS.
 AC5476' 
 AC5476'TO REACH THE BASE LINE FROM THE FRONT ENTRANCE (SOUTH FACE) OF THE
 AC5476'PASSENGER TERMINAL OF THE WILLIAM R. FAIRCHILD INTERNATIONAL AIRPORT,
 AC5476'WHICH IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF PORT ANGELES, GO WEST
 AC5476'ALONG AN ASPHALT ROAD FOR 0.1 KM (0.05 MI) TO THE 1300 METER POINT ON
 AC5476'THE RIGHT (THE 1300 METER POINT IS ABOUT 30.5 M (100.0 FT) NORTH OF
 AC5476'THE CENTER OF THE ASPHALT ROAD). CONTINUE NORTHWEST ALONG A RAMP AREA
 AC5476'AND THE MOST NORTHERN ONE OF TWO RUNWAYS AND LANDING STRIPS FOR 0.9 KM
 AC5476'(0.55 MI) TO THE 430 METER POINT ON THE RIGHT.  CONTINUE NORTHWEST
 AC5476'ALONG THE RUNWAY FOR 0.2 KM (0.15 MI) TO THE 150 METER POINT ON THE
 AC5476'RIGHT.  CONTINUE NORTHWEST ALONG THE RUNWAY FOR 0.1 KM (0.05 MI) TO
 AC5476'THE 0 METER POINT ON THE RIGHT.
 AC5476' 
 AC5476'THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON
 AC5476'THE NORTHWEST END.  IT CONSISTS OF THE 0, 150, 430 AND 1300 METER
 AC5476'POINTS.  THERE IS A DISK SET 100 FEET NORTHWEST OF THE 0 METER POINT
 AC5476'TO BE USED FOR TAPE CALIBRATON.  THE HORIZONTAL DISTANCES FROM THE 0
 AC5476'METER POINT TO THE CENTER OF THE 100 FOOT TAPING DISK MEASURED 99.91
 AC5476'FT (30.452 M) AND TO THE OFF-CENTERED PUNCH ON THE DISK MEASURED
 AC5476'100.00 FT (30.480 M).
 AC5476' 
 AC5476'THE 0, 150, AND 430 METER POINTS ARE SET IN A GRASS AREA INBETWEEN AN
 AC5476'ASPHALT ROAD AND THE MOST NORTHERN RUNWAY OF THE AIRPORT.  THE 1300
 AC5476'METER POINT IS SET JUST WEST OF THE TERMINAL AND MAIN HANGAR AREA AND
 AC5476'JUST EAST OF A RAMP AREA.
 AC5476' 
 AC5476'ALL THE DISKS ARE STANDARD NGS CALIBRATION BASE LINE DISKS STAMPED
 AC5476'WITH THEIR BASE LINE DESIGNAITON AND THE YEAR 1984.
 AC5476' 
 AC5476'THE 0 AND 150 METER POINT DISKS ARE SET IN THE TOP OF ROUND CONCRETE
 AC5476'MONUMENTS WHICH MEASURE ABOUT 76 CM (30.0 IN) IN DIAMETER AND SET
 AC5476'FLUSH WITH THE GROUND.  THE 430 METER POINT DISK IS SET IN THE TOP OF
 AC5476'AN IRREGULAR MASS OF CONCRETE WHICH MEASURES ABOUT 127 CM (50.0 IN) IN
 AC5476'DIAMETER AND SET FLUSH WITH THE GROUND.  THE 1300 METER POINT DISK IS
 AC5476'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH MEASURES ABOUT
 AC5476'76 CM (30.0 IN) IN DIAMETER AND SET FLUSH WITH THE GROUND.
 AC5476' 
 AC5476'THE 100 FOOT POINT, 150 METER POINT, 430 METER POINT AND THE 1300
 AC5476'METER POINT HAVE NGS WITNESS POSTS NEARBY.
 AC5476' 
 AC5476'THE 430 METER POINT IS A STANDARD NGS DISK STAMPED---430---, 1984 SET
 AC5476'INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 127 CM (50.0 IN) IN
 AC5476'DIAMETER FLUSH WITH THE GROUND LOCATED ABOUT 41.1 M (135 FT) SW FROM
 AC5476'THE CENTER OF AN ASPHALT ROAD AND ABOUT 33.5 M (110 FT) NNE FROM THE
 AC5476'NORTHEAST EDGE OF THE RUNWAY.
 AC5476
 AC5476                          STATION RECOVERY (1996)
 AC5476
 AC5476'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5476'STATION IS LOCATED ABOUT 22 MILES (35.4 KM) SOUTH OF VICTORIA B.C.,
 AC5476'CANADA, 18.5 MILES (29.8 KM) WEST OF SEQUIM, IN PORT ANGELES, AT THE
 AC5476'WILLIAM R FAIRCHILD INTERNATIONAL AIRPORT, GEORGE YOUNT - TEMPORARY
 AC5476'AIRPORT ADMINISTRATOR, PHONE 360-417-3343  TO REACH THE STATION FROM
 AC5476'THE JUNCTION OF NORTH LINCOLN STREET AND EAST FRONT STREET IN DOWNTOWN
 AC5476'PORT ANGELES, PROCEED WEST ON EAST FRONT STREET (ALSO MARINE DRIVE)
 AC5476'0.7 MILES (1.1 KM) TO JUNCTION WITH STATE HIGHWAY 117 (ALSO TUMWATER
 AC5476'TRUCK RD) , TURN LEFT AND PROCEED SOUTH ON SH 117 1.1 MILES (1.8 KM)
 AC5476'TO W LAURIDSEN BLVD, TURN RIGHT AND PROCEED WEST ON 1.15 MILES (1.85
 AC5476'KM) TO L STREET, TURN RIGHT AND PROCEED NORTH ON L STREET 0.1 MILES
 AC5476'(0.2 KM) TO AIRPORT ENTRANCE, TURN LEFT AND PROCEED WEST 0.75 MILES
 AC5476'(1.21 KM) TO A SECURITY GATE. PROCEED SOUTH AND WEST THROUGH THE GATE
 AC5476'0.05 MILES (0.08 KM) TO THE HANGAR AREA, TURN RIGHT AND PROCEED NORTH
 AC5476'0.05 MILES (0.08 KM) TO TAXIWAY A, TURN RIGHT AND PROCEED EAST ON
 AC5476'TAXIWAY A 0.05 MILES (0.08 KM) TO JCT TAXIWAY E, TURN LEFT AND PROCEED
 AC5476'NORTHWEST A TOTAL OF 0.75 MILES (1.21 KM) ACROSS RUNWAY 8-26 ONTO
 AC5476'TAXIWAY J TO THE END OF THE RUNWAY.  TURN RIGHT AND CROSS RUNWAY 13-31
 AC5476'ONTO AN ABANDONED TAXIWAY, PROCEED 0.1 MILES (0.2 KM) EAST TO THE
 AC5476'BEGINNING OF THE BASELINE NEAR THE PERIMETER FENCE, TURN RIGHT AND
 AC5476'PROCEED SOUTH ALONG THE FENCELINE 0.25 MILES (0.40 KM) TO THE POINT 30
 AC5476'M (98.4 FT) WEST OF THE FENCELINE PERPENDICULAR TO A PERSONNEL GATE IN
 AC5476'THE FENCELINE  THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY
 AC5476'CALIBRATION BASELINE DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT,
 AC5476'SET FLUSH WITH THE SURFACE.  THE STATION IS LOCATED 29.5 M (96.8 FT)
 AC5476'SOUTHWEST OF THE CENTER OF THE PERSONNEL GATE, 73.0 M (239.5 FT) EAST
 AC5476'OF THE 8TH RUNWAY LIGHT SE OF THE NW END OF THE RUNWAY, 60.95 M
 AC5476'(199.97 FT) NORTHEAST OF THE 9TH RUNWAY LIGHT SE OF THE NW END OF THE
 AC5476'RUNWAY, 32.65 M (107.12 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE OLD
 AC5476'RUNWAY AND 32.3 M (106.0 FT) NORTHWEST OF THE PROJECTED CENTERLINE OF
 AC5476'A CONNECTOR TAXIWAY
 AC5476
 AC5476                          STATION RECOVERY (1997)
 AC5476
 AC5476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 AC5476'STATION IS LOCATED ABOUT 22 MI (35.4 KM) SOUTH OF VICTORIA B.C.,
 AC5476'CANADA, 18.5 MI (29.8 KM) WEST OF SEQUIM, IN PORT ANGELES, AND AT THE
 AC5476'WILLIAM R.  FAIRCHILD INTERNATIONAL AIRPORT.  CONTACT JEFF ROBB,
 AC5476'AIRPORT MANAGER FOR PERMISSION TO ACCESS THIS STATION.  PHONE (360)
 AC5476'457-1138.  TO REACH THE STATION FROM THE JUNCTION OF NORTH LINCOLN
 AC5476'STREET AND EAST FRONT STREET IN DOWNTOWN PORT ANGELES, PROCEED WEST ON
 AC5476'EAST FRONT STREET (ALSO MARINE DRIVE) 0.7 MI (1.1 KM) TO JUNCTION WITH
 AC5476'STATE HIGHWAY 117 (ALSO TUMWATER TRUCK RD) , TURN LEFT AND PROCEED
 AC5476'SOUTH ON SH 117 FOR 1.1 MI (1.8 KM) TO WEST LAURIDSEN BLVD, TURN RIGHT
 AC5476'AND PROCEED WEST 1.15 MI (1.85 KM) TO L STREET, TURN RIGHT AND PROCEED
 AC5476'NORTH ON L STREET 0.1 MI (0.2 KM) TO AIRPORT ENTRANCE, TURN LEFT AND
 AC5476'PROCEED 0.75 MI (1.21 KM) TO A SECURITY GATE.  PROCEED SOUTH AND WEST
 AC5476'THROUGH GATE 0.05 MI (0.08 KM) TO THE HANGAR AREA, TURN RIGHT AND
 AC5476'PROCEED NORTH 0.05 MI (0.08 KM) TO TAXIWAY A, TURN RIGHT AND PROCEED
 AC5476'EAST ON TAXIWAY A FOR 0.05 MI (0.08 KM) TO TAXIWAY E, TURN LEFT AND
 AC5476'PROCEED NORTHWEST AND ACCROSS RUNWAY 8-26 ONTO TAXIWAY J FOR 0.75 MI
 AC5476'(1.21 KM) TO THE END OF THE TAXIWAY AT RUNWAY END 13.  CROSS THE
 AC5476'RUNWAY END ONTO AN ABANDON TAXIWAY AND THE STATION ON THE RIGHT ON THE
 AC5476'SOUTHWEST SIDE OF THE ABANDON TAXIWAY AND A GRAVEL SERVICE ROAD.  THE
 AC5476'STATION IS A STANDRD NGS CALIBRATION BASELINE DISK SET IN THE TOP OF A
 AC5476'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 150 FT (45.7 M)
 AC5476'NORTHEAST OF THE NORTHEAST EDGE OF OLD RUNWAY PAVEMENT, 36 FT (11.0 M)
 AC5476'SOUTH OF THE CENTER OF AN ASPHALT ROAD (ABANDON TAXIWAY) , AND 8 FT
 AC5476'(2.4 M) SOUTHWEST OF THE CENTERLINE OF A GRAVEL SERVICE ROAD WHERE THE
 AC5476'SERVICE ROAD MEETS THE ABANDON TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5193 ***********************************************************************
 SY5193  DESIGNATION -  CLAM
 SY5193  PID         -  SY5193
 SY5193  STATE/COUNTY-  WA/KITSAP
 SY5193  USGS QUAD   -  BREMERTON EAST (1981)
 SY5193
 SY5193                         *CURRENT SURVEY CONTROL
 SY5193  ___________________________________________________________________
 SY5193* NAD 83(1991)-  47 34 08.04709(N)    122 32 35.78535(W)     ADJUSTED  
 SY5193* NAVD 88     -        -0.8    (meters)      -3.     (feet)  VERTCON   
 SY5193  ___________________________________________________________________
 SY5193  LAPLACE CORR-         -12.29  (seconds)                    DEFLEC99
 SY5193  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 SY5193
 SY5193  HORZ ORDER  -  THIRD
 SY5193
 SY5193.The horizontal coordinates were established by classical geodetic methods
 SY5193.and adjusted by the National Geodetic Survey in December 1991..
 SY5193
 SY5193.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5193
 SY5193.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5193
 SY5193.The geoid height was determined by GEOID03.
 SY5193
 SY5193;                    North         East     Units Scale Factor Converg.
 SY5193;SPC WA N     -    64,681.059   371,347.793   MT  0.99998786   -1 16 23.1
 SY5193;SPC WA N     -   212,207.77  1,218,330.22   sFT  0.99998786   -1 16 23.1
 SY5193;UTM  10      - 5,268,488.336   534,352.562   MT  0.99961450   +0 20 13.6
 SY5193
 SY5193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5193!SPC WA N     -   1.00000374  x   0.99998786  =   0.99999160
 SY5193!UTM  10      -   1.00000374  x   0.99961450  =   0.99961824
 SY5193
 SY5193|---------------------------------------------------------------------|
 SY5193| PID    Reference Object                     Distance      Geod. Az  |
 SY5193|                                                           dddmmss.s |
 SY5193| CF7276 CLAM RM                              12.500 METERS 04816     |
 SY5193| SY5196 BAINBRIDGE ISLAND CY DEVENNYS TOWER APPROX. 2.6 KM 0575133.8 |
 SY5193| SY4513 SEATTLE SMITH BUILDING FLAGPOLE     APPROX.16.3 KM 0765452.5 |
 SY5193| SY4650 W SEATTLE MUNICIPAL STANDPIPE       APPROX.12.1 KM 0892306.6 |
 SY5193| AH6638 CLAM RM 2                            13.050 METERS 19004     |
 SY5193| AH6639 CLAM RM 3                            22.285 METERS 27108     |
 SY5193|---------------------------------------------------------------------|
 SY5193
 SY5193                          SUPERSEDED SURVEY CONTROL
 SY5193
 SY5193  NAD 83(1986)-  47 34 08.04084(N)    122 32 35.79112(W) AD(       ) 3
 SY5193  NAD 27      -  47 34 08.68800(N)    122 32 31.31600(W) AD(       ) 3
 SY5193  NGVD 29 (12/17/98)   -1.9    (m)           -6.     (f) VERT ANG       
 SY5193
 SY5193.Superseded values are not recommended for survey control.
 SY5193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5193.See file dsdata.txt to determine how the superseded data were derived.
 SY5193
 SY5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3435368488(NAD 83)
 SY5193_MARKER: DS = TRIANGULATION STATION DISK
 SY5193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5193_STAMPING: CLAM 1934 1974
 SY5193_MARK LOGO: NOS   
 SY5193_PROJECTION: FLUSH
 SY5193_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5193+STABILITY: SURFACE MOTION
 SY5193
 SY5193  HISTORY     - Date     Condition        Report By
 SY5193  HISTORY     - 1934     MONUMENTED       CGS
 SY5193  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY5193  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY5193  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY5193  HISTORY     - 19800101 GOOD             NOS
 SY5193  HISTORY     - 19960810 MARK NOT FOUND   USPSQD
 SY5193  HISTORY     - 20051120 MARK NOT FOUND   USPSQD
 SY5193
 SY5193                          STATION DESCRIPTION
 SY5193
 SY5193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5193'STATION IS LOCATED ON A ROUNDED GRAVEL POINT ON THE SOUTHEASTERN
 SY5193'SHORE OF CLAM BAY.  A PROMINENT BOULDER POINT LIES ABOUT 100 YARDS E
 SY5193'OF THE STATION.
 SY5193'
 SY5193'STATION IS MARKED BY A STANDARD DISK IN CONCRETE BLOCK ON GRAVEL
 SY5193'BEACH ON THE HIGH-WATER LINE.  SUBSURFACE MARK IS A STANDARD
 SY5193'DISK IN MASS OF CONCRETE 2-1/2 FEET UNDERGROUND.
 SY5193'
 SY5193'REFERENCE MARK IS A STANDARD MARK IN A 3-FOOT BOULDER A LITTLE
 SY5193'BELOW HIGH-WATER LINE.
 SY5193
 SY5193                          STATION RECOVERY (1945)
 SY5193
 SY5193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (LCW)
 SY5193'STATION RECOVERED BUT IT HAS BEEN DISTURBED A DISTANCE OF FROM
 SY5193'0.1 TO 0.3 METER, AS DETERMINED BY 1 DIRECT AND 1 REVERSE CUT FROM
 SY5193'SOUTHWEST BAINBRIDGE AND STATION MIDDLE.  THE CONCRETE MONUMENT WAS
 SY5193'EVIDENTLY MOVED THE ABOVE AMOUNT AND ON A LINE DIRECTLY AWAY FROM
 SY5193'STATION MIDDLE.
 SY5193'
 SY5193'REFERENCE MARK OF 1934 COULD NOT BE RECOVERED BUT IT IS POSSIBLE
 SY5193'THAT IT IS COVERED WITH GRAVEL TO A DEPTH OF SEVERAL FEET.
 SY5193
 SY5193                          STATION RECOVERY (1966)
 SY5193
 SY5193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY5193'NEITHER THE STATION MARK OR THE REFERENCE MARK WAS FOUND.  IT IS
 SY5193'ASSUMED THE MARKS ARE EITHER DESTROYED OR COVERED OVER WITH
 SY5193'GRAVEL.  NO DIGGING WAS DONE, SINCE A DEFINITE PLACE TO DIG
 SY5193'CANNOT BE DETERMINED FROM THE DESCRIPTION.  THE UNDERGROUND MARK
 SY5193'AT LEAST SHOULD STILL BE IN PLACE.
 SY5193
 SY5193                          STATION RECOVERY (1974)
 SY5193
 SY5193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 SY5193'THE SURFACE STATION MARK IS LOST.  THE UNDERGROUND STATION MARK WAS
 SY5193'RECOVERED IN GOOD CONDITION.  IT WAS LOWERED AND A NEW SURFACE
 SY5193'STATION MARK WAS SET.  THE OLD REFERENCE MARK WAS NOT RECOVERED
 SY5193'AND TWO NEW REFERENCE MARKS WERE SET.
 SY5193'
 SY5193'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE TOWN OF
 SY5193'MANCHESTER, ABOUT 1/2 MILE WEST-NORTHWEST OF ORCHARD POINT, ABOUT
 SY5193'1/4 MILE EAST OF THE MOUTH OF LITTLE CLAM BAY, ON THE SOUTH SHORE
 SY5193'OF CLAM BAY, ON A GRAVEL BEACH AND ON THE WESTERLY ONE OF TWO
 SY5193'ROUNDING POINTS.
 SY5193'
 SY5193'TO REACH THE STATION FROM THE MAIN GATE OF THE MANCHESTER DIVISION,
 SY5193'NAVAL SUPPLY CENTER, PUGET SOUND, AT MANCHESTER.  GO 0.35 MILE
 SY5193'NORTHWARD ALONG ROYAR AVENUE TO A ROAD FORK, CONTINUE 0.1 MILE
 SY5193'NORTHWARD ON YOUNG AVENUE, TURN RIGHT ON A ROAD THAT FOLLOWS ALONG
 SY5193'THE TOP OF THE DIKE FOR 0.35 MILE TO THE STATION ON THE RIGHT
 SY5193'ON THE BEACH.
 SY5193'
 SY5193'THE STATION IS A STANDARD DISK STAMPED CLAM 1934 1974 SET IN THE
 SY5193'TOP OF A 13 INCH, SQUARE, CONCRETE MONUMENT, PROJECTING 4 INCHES
 SY5193'ABOVE THE SURFACE OF THE BEACH, 72 FEET NORTH OF THE ROAD ON THE
 SY5193'DIKE, 20 FEET NORTH OF THE BASE OF THE BLUFF AND ABOUT ON THE MEAN
 SY5193'HIGH WATER LINE.
 SY5193'
 SY5193'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED CLAM
 SY5193'1934 1974 SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3-1/2 FEET
 SY5193'BELOW THE SURFACE OF THE BEACH.
 SY5193'
 SY5193'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLAM NO 2 1934 1974
 SY5193'SET IN THE BELL-END OF A CONCRETE-FILLED, LENGTH OF 6 INCH CONCRETE
 SY5193'TILE, PROJECTING 12 INCHES, ON A SMALL GRASSY FLAT, BETWEEN THE
 SY5193'BEACH AND THE DIKE.  39.5 FEET NORTHWEST OF FIRE HYDRANT 2-25,
 SY5193'30 FEET NORTH OF THE CENTERLINE OF THE DIKE ROAD AND ABOUT 14
 SY5193'FEET HIGHER IN ELEVATION THAN THE STATION.
 SY5193'
 SY5193'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CLAM NO 3 1934 1974
 SY5193'CEMENTED IN A DRILL HOLE ON A LIP OF A 3 FOOT HIGH, BROWN BOULDER,
 SY5193'ABOUT 1 FOOT LOWER THAN THE TOP OF THE BOULDER, ON THE BEACH, 10
 SY5193'FEET NORTH OF THE BASE OF THE BLUFF AND NEAR THE MEAN HIGH WATER
 SY5193'LINE.
 SY5193'
 SY5193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY5193'1 MILE NORTH OF MANCHESTER.
 SY5193
 SY5193                          STATION RECOVERY (1980)
 SY5193
 SY5193'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (AJP)
 SY5193'STATION WAS RECOVERED AS DESCRIBED BY R.B.MELBY IN GOOD CONDITION.
 SY5193'STATION REACHED BY BOAT LANDING AT DIKE AND WALKING ALONG OLYMPIC
 SY5193'DRIVE (FORMERLY YOUNG AVE.) TO A DIRT AND GRAVEL ROAD NAMED NORTH DIKE
 SY5193'TO FIRE HYDRANT AND RM 2 ON LEFT.  OTHER ROAD NAMES MAY HAVE CHANGED
 SY5193'ALSO.  STATION IS NOW UNDERWATER AT HIGH TIDE AND IS SLIGHTLY BELOW
 SY5193'SURFACE OF STONE BEACH..
 SY5193
 SY5193                          STATION RECOVERY (1996)
 SY5193
 SY5193'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5193'MARK NOT FOUND.
 SY5193
 SY5193                          STATION RECOVERY (2005)
 SY5193
 SY5193'RECOVERY NOTE BY US POWER SQUADRON 2005
 SY5193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0492 ***********************************************************************
 SD0492  DESIGNATION -  CLAM 1922
 SD0492  PID         -  SD0492
 SD0492  STATE/COUNTY-  WA/PACIFIC
 SD0492  USGS QUAD   -  NORTH COVE (1995)
 SD0492
 SD0492                         *CURRENT SURVEY CONTROL
 SD0492  ___________________________________________________________________
 SD0492* NAD 83(1991)-  46 43 12.01708(N)    124 05 23.14826(W)     ADJUSTED  
 SD0492* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SD0492  ___________________________________________________________________
 SD0492  LAPLACE CORR-          14.61  (seconds)                    DEFLEC99
 SD0492  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SD0492
 SD0492  HORZ ORDER  -  THIRD
 SD0492
 SD0492.The horizontal coordinates were established by classical geodetic methods
 SD0492.and adjusted by the National Geodetic Survey in December 1991..
 SD0492
 SD0492.The orthometric height was scaled from a topographic map.
 SD0492
 SD0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0492
 SD0492.The geoid height was determined by GEOID03.
 SD0492
 SD0492;                    North         East     Units Scale Factor Converg.
 SD0492;SPC WA S     -   160,372.461   225,671.349   MT  0.99991736   -2 36 27.3
 SD0492;SPC WA S     -   526,155.32    740,390.08   sFT  0.99991736   -2 36 27.3
 SD0492;UTM  10      - 5,174,626.640   416,718.585   MT  0.99968525   -0 47 36.3
 SD0492
 SD0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0492!SPC WA S     -   1.00000366  x   0.99991736  =   0.99992102
 SD0492!UTM  10      -   1.00000366  x   0.99968525  =   0.99968891
 SD0492
 SD0492:                Primary Azimuth Mark                     Grid Az
 SD0492:SPC WA S     -  WILLAPA BAY LIGHTHOUSE                   102 37 56.7
 SD0492:UTM  10      -  WILLAPA BAY LIGHTHOUSE                   100 49 05.7
 SD0492
 SD0492|---------------------------------------------------------------------|
 SD0492| PID    Reference Object                     Distance      Geod. Az  |
 SD0492|                                                           dddmmss.s |
 SD0492| SD0497 WILLAPA BAY LIGHTHOUSE              APPROX. 1.3 KM 1000129.4 |
 SD0492| SD0493 COAST GUARD STA 308 LOOKOUT         APPROX. 0.9 KM 1395907.5 |
 SD0492| SD0535 CANADIAN EXPORT WRECK REAR MST      APPROX. 5.4 KM 2213551.5 |
 SD0492|---------------------------------------------------------------------|
 SD0492
 SD0492                          SUPERSEDED SURVEY CONTROL
 SD0492
 SD0492  NAD 83(1991)-  46 43 12.01530(N)    124 05 23.14598(W) AD(       ) 3
 SD0492  NAD 83(1986)-  46 43 12.01301(N)    124 05 23.13299(W) AD(       ) 3
 SD0492  NAD 27      -  46 43 12.67300(N)    124 05 18.52800(W) AD(       ) 3
 SD0492
 SD0492.Superseded values are not recommended for survey control.
 SD0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0492.See file dsdata.txt to determine how the superseded data were derived.
 SD0492
 SD0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1671974627(NAD 83)
 SD0492_MARKER: I = METAL ROD
 SD0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0492_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SD0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0492+STABILITY: SURFACE MOTION
 SD0492
 SD0492  HISTORY     - Date     Condition        Report By
 SD0492  HISTORY     - 1922     MONUMENTED       CGS
 SD0492  HISTORY     - 1926     MARK NOT FOUND   CGS
 SD0492
 SD0492                          STATION DESCRIPTION
 SD0492
 SD0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SD0492'STATION IS LOCATED ON THE OCEAN BEACH NEAR CAPE SHOALWATER, ABOUT
 SD0492'1/4 MILE S OF THE POINT WHERE THE SHORE LINE FIRST BREAKS FROM A N
 SD0492'AND S DIRECTION AND CURVES TO THE E.  IT IS BACK ABOUT 5 METERS FROM
 SD0492'EXTREME HIGH WATER AND IS ABOUT 3/4 MILE W BY N OF WILLAPA BAY
 SD0492'LIGHTHOUSE.
 SD0492'
 SD0492'STATION IS MARKED BY A 5/8-INCH GALVANIZED-IRON ROD SET IN AN
 SD0492'IRREGULAR BLOCK OF CONCRETE.  THE BLOCK IS ABOUT 2-1/2 FEET DEEP
 SD0492'AND 1 FOOT IN DIAMETER.  ITS TOP IS FLUSH WITH THE SURFACE OF THE
 SD0492'GROUND.  THE ROD PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 SD0492'GROUND.  THE ROD EXTENDS BELOW THE BOTTOM OF THE BLOCK INTO THE
 SD0492'GROUND ABOUT 2 FEET.
 SD0492'
 SD0492'NO REFERENCE MARKS WERE SET BECAUSE OF THE NON-PERMANENT CHARACTER
 SD0492'OF THIS VICINITY.
 SD0492
 SD0492                          STATION RECOVERY (1926)
 SD0492
 SD0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (JMS)
 SD0492'THIS STATION COULD NOT BE FOUND AFTER A VERY THOROUGH SEARCH.  A
 SD0492'NEW STATION WAS ESTABLISHED IN THE VICINITY, CALLED CLAM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1844 ***********************************************************************
 TR1844  DESIGNATION -  CLAM 1956
 TR1844  PID         -  TR1844
 TR1844  STATE/COUNTY-  WA/WHATCOM
 TR1844  USGS QUAD   -  LUMMI BAY (1994)
 TR1844
 TR1844                         *CURRENT SURVEY CONTROL
 TR1844  ___________________________________________________________________
 TR1844* NAD 83(1991)-  48 45 01.85410(N)    122 39 51.60184(W)     ADJUSTED  
 TR1844* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1844  ___________________________________________________________________
 TR1844  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 TR1844  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 TR1844
 TR1844  HORZ ORDER  -  THIRD
 TR1844
 TR1844.The horizontal coordinates were established by classical geodetic methods
 TR1844.and adjusted by the National Geodetic Survey in December 1991..
 TR1844
 TR1844.The orthometric height was scaled from a topographic map.
 TR1844
 TR1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1844
 TR1844.The geoid height was determined by GEOID03.
 TR1844
 TR1844;                    North         East     Units Scale Factor Converg.
 TR1844;SPC WA N     -   196,235.792   365,366.790   MT  1.00000328   -1 21 47.6
 TR1844;SPC WA N     -   643,816.93  1,198,707.54   sFT  1.00000328   -1 21 47.6
 TR1844;UTM  10      - 5,399,776.664   524,673.841   MT  0.99960748   +0 15 08.5
 TR1844
 TR1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1844!SPC WA N     -   1.00000307  x   1.00000328  =   1.00000635
 TR1844!UTM  10      -   1.00000307  x   0.99960748  =   0.99961055
 TR1844
 TR1844:                Primary Azimuth Mark                     Grid Az
 TR1844:SPC WA N     -  JOHAN                                    226 36 55.2
 TR1844:UTM  10      -  JOHAN                                    224 59 59.1
 TR1844
 TR1844|---------------------------------------------------------------------|
 TR1844| PID    Reference Object                     Distance      Geod. Az  |
 TR1844|                                                           dddmmss.s |
 TR1844| TR1986 JOHAN                               APPROX. 2.6 KM 2251507.6 |
 TR1844| TR1847 FERNDALE CRACKING TOWER             APPROX. 9.1 KM 3470435.4 |
 TR1844| TR1837 FERNDALE BLACK STACK                APPROX. 9.1 KM 3470747.8 |
 TR1844|---------------------------------------------------------------------|
 TR1844
 TR1844                          SUPERSEDED SURVEY CONTROL
 TR1844
 TR1844  NAD 83(1986)-  48 45 01.85471(N)    122 39 51.60386(W) AD(       ) 3
 TR1844  NAD 27      -  48 45 02.47600(N)    122 39 46.99100(W) AD(       ) 3
 TR1844
 TR1844.Superseded values are not recommended for survey control.
 TR1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1844.See file dsdata.txt to determine how the superseded data were derived.
 TR1844
 TR1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2467499777(NAD 83)
 TR1844_MARKER: Z = SEE DESCRIPTION
 TR1844_SETTING: 0 = UNSPECIFIED SETTING
 TR1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1844
 TR1844  HISTORY     - Date     Condition        Report By
 TR1844  HISTORY     - 1956     MONUMENTED       CGS
 TR1844  HISTORY     - 19880415 GOOD             USCG
 TR1844
 TR1844                          STATION DESCRIPTION
 TR1844
 TR1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (KBJ)
 TR1844'NO REFERENCE MARKS.
 TR1844'
 TR1844'(OLD TOPO. STATION).
 TR1844'
 TR1844'STATION CLAM WAS ESTABLISHED AS A MARKED TOPOGRAPHIC STATION
 TR1844'IN 1950 AND INCLUDED IN A THIRD ORDER TRIANGULATION SCHEME IN
 TR1844'1956.  THE FOLLOWING DESCRIPTION IS FROM THE 1950 DESCRIPTION
 TR1844'OF RECOVERABLE TOPOGRAPHIC STATION--
 TR1844'
 TR1844'ABOUT 3 MILES SE OF SANDY POINT, 2.8 MILES SOUTH OF THE MOUTH
 TR1844'OF LUMMI RIVER, 1.3 MILES N. OF GOOSEBERRY POINT, ON TOP OF A LARGE
 TR1844'BROWN BOULDER WHICH BARES 3.5 FEET AT MHW, AND IS 25 METERS
 TR1844'OFFSHORE FROM THE BASE OF A 20 FOOT WOODED BLUFF, A STANDARD
 TR1844'TOPO DISK STAMPED CLAM 1950, CEMENTED IN A DRILL HOLE.
 TR1844
 TR1844                          STATION RECOVERY (1988)
 TR1844
 TR1844'RECOVERY NOTE BY US COAST GUARD 1988 (QV)
 TR1844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0488 ***********************************************************************
 SD0488  DESIGNATION -  CLAM 2
 SD0488  PID         -  SD0488
 SD0488  STATE/COUNTY-  WA/PACIFIC
 SD0488  USGS QUAD   -  NORTH COVE (1995)
 SD0488
 SD0488                         *CURRENT SURVEY CONTROL
 SD0488  ___________________________________________________________________
 SD0488* NAD 83(1991)-  46 43 12.63487(N)    124 05 18.78740(W)     ADJUSTED  
 SD0488* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SD0488  ___________________________________________________________________
 SD0488  LAPLACE CORR-          14.63  (seconds)                    DEFLEC99
 SD0488  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 SD0488
 SD0488  HORZ ORDER  -  THIRD
 SD0488
 SD0488.The horizontal coordinates were established by classical geodetic methods
 SD0488.and adjusted by the National Geodetic Survey in December 1991..
 SD0488
 SD0488.The orthometric height was scaled from a topographic map.
 SD0488
 SD0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0488
 SD0488.The geoid height was determined by GEOID03.
 SD0488
 SD0488;                    North         East     Units Scale Factor Converg.
 SD0488;SPC WA S     -   160,387.304   225,764.724   MT  0.99991737   -2 36 24.2
 SD0488;SPC WA S     -   526,204.01    740,696.43   sFT  0.99991737   -2 36 24.2
 SD0488;UTM  10      - 5,174,644.428   416,811.421   MT  0.99968506   -0 47 33.1
 SD0488
 SD0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0488!SPC WA S     -   1.00000366  x   0.99991737  =   0.99992103
 SD0488!UTM  10      -   1.00000366  x   0.99968506  =   0.99968872
 SD0488
 SD0488:                Primary Azimuth Mark                     Grid Az
 SD0488:SPC WA S     -  BEACH 2                                  003 43 02.2
 SD0488:UTM  10      -  BEACH 2                                  001 54 11.1
 SD0488
 SD0488|---------------------------------------------------------------------|
 SD0488| PID    Reference Object                     Distance      Geod. Az  |
 SD0488|                                                           dddmmss.s |
 SD0488| SD0489 BEACH 2                             APPROX. 2.7 KM 0010638.0 |
 SD0488| DD9538 CLAM 2 RM 1                          54.420 METERS 00751     |
 SD0488| DD9539 CLAM 2 RM 2                          35.240 METERS 10140     |
 SD0488| SD0495 COAST GUARD BOAT HOUSE              APPROX. 0.9 KM 1385123.2 |
 SD0488| SD0410 WESTHAVEN OUTER BRKWTR S LT         APPROX.21.0 KM 3560920.7 |
 SD0488|---------------------------------------------------------------------|
 SD0488
 SD0488                          SUPERSEDED SURVEY CONTROL
 SD0488
 SD0488  NAD 83(1991)-  46 43 12.63319(N)    124 05 18.78559(W) AD(       ) 3
 SD0488  NAD 83(1986)-  46 43 12.63074(N)    124 05 18.77193(W) AD(       ) 3
 SD0488  NAD 27      -  46 43 13.29000(N)    124 05 14.16800(W) AD(       ) 3
 SD0488
 SD0488.Superseded values are not recommended for survey control.
 SD0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0488.See file dsdata.txt to determine how the superseded data were derived.
 SD0488
 SD0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1681174644(NAD 83)
 SD0488
 SD0488  HISTORY     - Date     Condition        Report By
 SD0488  HISTORY     - 1926     MONUMENTED       CGS
 SD0488  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SD0488
 SD0488                          STATION DESCRIPTION
 SD0488
 SD0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (JMS)
 SD0488'STATION IS MARKED BY A 2-INCH GALVANIZED-IRON PIPE, 6 FEET LONG,
 SD0488'WHICH WAS DRIVEN IN THE GROUND.  ABOUT 2-1/2 FEET BELOW THE
 SD0488'SURFACE OF THE GROUND SOME CONCRETE WAS FILLED IN AROUND THE PIPE
 SD0488'FOR A DEPTH OF ABOUT 18 INCHES.  THE PIPE PROJECTS 18 INCHES ABOVE
 SD0488'THE GROUND.
 SD0488'
 SD0488'THE STATION IS 300 FEET E OF HIGH-WATER MARK AND ABOUT 500 FEET S
 SD0488'OF A PROMINENT GROUP OF GRASSY-COVERED SAND DUNES.
 SD0488'
 SD0488'TWO IRREGULAR TRIANGULAR CEDAR STAKES WERE DRIVEN IN THE GROUND
 SD0488'FOR REFERENCE MARKS AND BEAR N AND SE BY E OF STATION RESPECTIVELY.
 SD0488
 SD0488                          STATION RECOVERY (1939)
 SD0488
 SD0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SD0488'STATION LOST.  SHORE LINE HAS ERODED AWAY, AND POSITION OF STATION IS
 SD0488'ABOUT 200 YARDS OUTSIDE THE WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2372 ***********************************************************************
 TR2372  DESIGNATION -  CLAM 2
 TR2372  PID         -  TR2372
 TR2372  STATE/COUNTY-  WA/CLALLAM
 TR2372  USGS QUAD   -  SEQUIM (1985)
 TR2372
 TR2372                         *CURRENT SURVEY CONTROL
 TR2372  ___________________________________________________________________
 TR2372* NAD 83(1991)-  48 02 09.92265(N)    123 01 09.16012(W)     ADJUSTED  
 TR2372* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 TR2372  ___________________________________________________________________
 TR2372  LAPLACE CORR-          -9.94  (seconds)                    DEFLEC99
 TR2372  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 TR2372
 TR2372  HORZ ORDER  -  THIRD
 TR2372
 TR2372.The horizontal coordinates were established by classical geodetic methods
 TR2372.and adjusted by the National Geodetic Survey in December 1991..
 TR2372.No horizontal observational check was made to the station.
 TR2372
 TR2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2372
 TR2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2372
 TR2372.The geoid height was determined by GEOID03.
 TR2372
 TR2372;                    North         East     Units Scale Factor Converg.
 TR2372;SPC WA N     -   117,509.337   337,023.062   MT  0.99994327   -1 37 38.7
 TR2372;SPC WA N     -   385,528.55  1,105,716.50   sFT  0.99994327   -1 37 38.7
 TR2372;UTM  10      - 5,320,311.627   498,567.935   MT  0.99960003   -0 00 51.4
 TR2372
 TR2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2372!SPC WA N     -   1.00000287  x   0.99994327  =   0.99994614
 TR2372!UTM  10      -   1.00000287  x   0.99960003  =   0.99960290
 TR2372
 TR2372:                Primary Azimuth Mark                     Grid Az
 TR2372:SPC WA N     -  BLYN 2 USE ECC 1979                      112 25 07.2
 TR2372:UTM  10      -  BLYN 2 USE ECC 1979                      110 48 19.9
 TR2372
 TR2372|---------------------------------------------------------------------|
 TR2372| PID    Reference Object                     Distance      Geod. Az  |
 TR2372|                                                           dddmmss.s |
 TR2372| TR1742 BLYN 2 USE ECC 1979                 APPROX. 1.7 KM 1104728.5 |
 TR2372| TR2373 CLAM RM 2                            18.560 METERS 23247     |
 TR2372| CF7681 CLAM 2 RM 3                          21.640 METERS 29301     |
 TR2372|---------------------------------------------------------------------|
 TR2372
 TR2372                          SUPERSEDED SURVEY CONTROL
 TR2372
 TR2372  NAD 83(1986)-  48 02 09.92150(N)    123 01 09.16693(W) AD(       ) 3
 TR2372  NAD 27      -  48 02 10.59204(N)    123 01 04.53031(W) AD(       ) 3
 TR2372  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 TR2372
 TR2372.Superseded values are not recommended for survey control.
 TR2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2372.See file dsdata.txt to determine how the superseded data were derived.
 TR2372
 TR2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9856820312(NAD 83)
 TR2372_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR2372_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2372+STABILITY: SURFACE MOTION
 TR2372
 TR2372  HISTORY     - Date     Condition        Report By
 TR2372  HISTORY     - 1979     MONUMENTED       NGS
 TR2372  HISTORY     - 1984     GOOD             NOS
 TR2372
 TR2372                          STATION DESCRIPTION
 TR2372
 TR2372'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR2372'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 TR2372'CLN IN 1979, EXCEPT REFERENCE MARK 2 IS 65 FEET SOUTHWEST OF THE
 TR2372'METAL WITNESS POST AND REFERENCE MARK 3 IS ABOUT 2-FEET LOWER
 TR2372'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0511 ***********************************************************************
 SD0511  DESIGNATION -  CLAM 3
 SD0511  PID         -  SD0511
 SD0511  STATE/COUNTY-  WA/PACIFIC
 SD0511  USGS QUAD   -  NORTH COVE (1995)
 SD0511
 SD0511                         *CURRENT SURVEY CONTROL
 SD0511  ___________________________________________________________________
 SD0511* NAD 83(1991)-  46 44 26.93853(N)    124 05 40.50951(W)     ADJUSTED  
 SD0511* NAVD 88     -         7.0    (meters)      23.     (feet)  VERTCON   
 SD0511  ___________________________________________________________________
 SD0511  LAPLACE CORR-          14.58  (seconds)                    DEFLEC99
 SD0511  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 SD0511
 SD0511  HORZ ORDER  -  SECOND
 SD0511
 SD0511.The horizontal coordinates were established by classical geodetic methods
 SD0511.and adjusted by the National Geodetic Survey in December 1991..
 SD0511
 SD0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0511
 SD0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0511
 SD0511.The geoid height was determined by GEOID03.
 SD0511
 SD0511;                    North         East     Units Scale Factor Converg.
 SD0511;SPC WA S     -   162,700.177   225,408.452   MT  0.99991828   -2 36 39.9
 SD0511;SPC WA S     -   533,792.16    739,527.56   sFT  0.99991828   -2 36 39.9
 SD0511;UTM  10      - 5,176,944.329   416,382.212   MT  0.99968594   -0 47 49.9
 SD0511
 SD0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0511!SPC WA S     -   1.00000274  x   0.99991828  =   0.99992102
 SD0511!UTM  10      -   1.00000274  x   0.99968594  =   0.99968868
 SD0511
 SD0511|---------------------------------------------------------------------|
 SD0511| PID    Reference Object                     Distance      Geod. Az  |
 SD0511|                                                           dddmmss.s |
 SD0511| DD9540 CLAM 3 RM 1                          11.488 METERS 01925     |
 SD0511| SD0499 LARKIN                              APPROX. 3.5 KM 0930052.6 |
 SD0511| DD9541 CLAM 3 RM 2                          14.102 METERS 10248     |
 SD0511|---------------------------------------------------------------------|
 SD0511
 SD0511                          SUPERSEDED SURVEY CONTROL
 SD0511
 SD0511  NAD 83(1991)-  46 44 26.93591(N)    124 05 40.50533(W) AD(       ) 2
 SD0511  NAD 83(1986)-  46 44 26.93394(N)    124 05 40.49603(W) AD(       ) 2
 SD0511  NAD 27      -  46 44 27.59215(N)    124 05 35.87369(W) AD(       ) 2
 SD0511  NGVD 29 (07/19/86)    5.9    (m)           19.     (f) VERT ANG       
 SD0511
 SD0511.Superseded values are not recommended for survey control.
 SD0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0511.See file dsdata.txt to determine how the superseded data were derived.
 SD0511
 SD0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1638276944(NAD 83)
 SD0511_MARKER: DS = TRIANGULATION STATION DISK
 SD0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SD0511
 SD0511  HISTORY     - Date     Condition        Report By
 SD0511  HISTORY     - 1976     MONUMENTED       NGS
 SD0511
 SD0511                          STATION DESCRIPTION
 SD0511
 SD0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SD0511'STATION WAS ESTABLISHED TO REPLACE CLAM 2 WHICH HAS BEEN LOST DUE
 SD0511'TO EROSION.
 SD0511'
 SD0511'THE STATION IS LOCATED ON THE WESTERLY SAND DUNE AT THE NORTH
 SD0511'ENTRANCE OF WILLAPA BAY.
 SD0511'
 SD0511'TO REACH THE STATION FROM THE INTERSECTION OF SR105 AND THE TOKELAND
 SD0511'ROAD GO NORTHWEST ALONG SR105 3.14 MILE TO THE INTERSECTION OF SR105
 SD0511'AND OLD SR105 TURN RIGHT ONTO OLD SR105 GO .24 MILE TURN RIGHT ONTO
 SD0511'SEAMOBILE ROAD, GO .43 MILE TURN RIGHT ONTO SPRUCE ST., GO .26
 SD0511'MILE TURN LEFT ONTO WHIPPLE ST., GO .27 MILE TO THE END OF WHIPPLE
 SD0511'ST.  THEN CONTINUE WEST FOLLOWING A SAND ROAD 1000 FEET AND THE
 SD0511'END OF TRUCK TRAVEL, THEN FOLLOW THE WESTERLY SAND DUNE SOUTH
 SD0511'150 FEET TO STATION.
 SD0511'
 SD0511'THE STATION MARK IS A STANDARD DISK STAMPED CLAM 3 1976 SET IN A
 SD0511'10-INCH DIAMETER CONCRETE CYLINDER LOCATED ON THE TOP OF A WESTERLY
 SD0511'SAND DUNE ABOUT 12 FEET HIGHER IN ELEVATION THEN AVERAGE GROUND.
 SD0511'
 SD0511'A WITNESS POST BEARS SOUTH 3.2 FEET FROM STATION MARK.  (NOTE
 SD0511'STATION MARK WAS BURIED BY 1.2 FEET OF SHIFTING SAND BEFORE
 SD0511'COMPLETION OF WORK.  THE WITNESS POST CAN BE USED AS A GUIDE FOR
 SD0511'LOCATION.)
 SD0511'
 SD0511'SUBSURFACE MARK IS A STANDARD DISK STAMPED CLAM 3 1976 SET IN A
 SD0511'IRREGULAR MASS OF CONCRETE SET 2.9 FEET BELOW GROUND.
 SD0511'
 SD0511'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CLAM 3 1976 NO. 1
 SD0511'SET IN A 8-INCH DIAMETER CONCRETE CYLINDER.
 SD0511'
 SD0511'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CLAM 3 1976 NO. 2
 SD0511'SET IN A 8-INCH DIAMETER CONCRETE CYLINDER.
 SD0511'
 SD0511'NEAREST TOWN--GRAYLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1944 ***********************************************************************
 TR1944  DESIGNATION -  CLARK
 TR1944  PID         -  TR1944
 TR1944  STATE/COUNTY-  WA/SKAGIT
 TR1944  USGS QUAD   -  CYPRESS ISLAND (1994)
 TR1944
 TR1944                         *CURRENT SURVEY CONTROL
 TR1944  ___________________________________________________________________
 TR1944* NAD 83(1991)-  48 35 01.99970(N)    122 39 06.21368(W)     ADJUSTED  
 TR1944* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1944  ___________________________________________________________________
 TR1944  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 TR1944  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 TR1944
 TR1944  HORZ ORDER  -  SECOND
 TR1944
 TR1944.The horizontal coordinates were established by classical geodetic methods
 TR1944.and adjusted by the National Geodetic Survey in December 1991..
 TR1944
 TR1944.The orthometric height was scaled from a topographic map.
 TR1944
 TR1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1944
 TR1944.The geoid height was determined by GEOID03.
 TR1944
 TR1944;                    North         East     Units Scale Factor Converg.
 TR1944;SPC WA N     -   177,689.811   365,855.887   MT  0.99997533   -1 21 13.8
 TR1944;SPC WA N     -   582,970.65  1,200,312.19   sFT  0.99997533   -1 21 13.8
 TR1944;UTM  10      - 5,381,258.895   525,685.145   MT  0.99960811   +0 15 40.3
 TR1944
 TR1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1944!SPC WA N     -   1.00000294  x   0.99997533  =   0.99997827
 TR1944!UTM  10      -   1.00000294  x   0.99960811  =   0.99961105
 TR1944
 TR1944|---------------------------------------------------------------------|
 TR1944| PID    Reference Object                     Distance      Geod. Az  |
 TR1944|                                                           dddmmss.s |
 TR1944| CF7684 CLARK RM 1                            9.220 METERS 02956     |
 TR1944| CF7685 CLARK RM 2                            7.815 METERS 13448     |
 TR1944| TR1946 HAMMIL                              APPROX. 4.4 KM 1815344.2 |
 TR1944| TR1942 CYPRESS ISLAND LIGHT                APPROX. 2.3 KM 2114820.8 |
 TR1944|---------------------------------------------------------------------|
 TR1944
 TR1944                          SUPERSEDED SURVEY CONTROL
 TR1944
 TR1944  NAD 83(1986)-  48 35 02.00243(N)    122 39 06.21710(W) AD(       ) 2
 TR1944  NAD 27      -  48 35 02.62000(N)    122 39 01.60000(W) AD(       ) 2
 TR1944
 TR1944.Superseded values are not recommended for survey control.
 TR1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1944.See file dsdata.txt to determine how the superseded data were derived.
 TR1944
 TR1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2568581259(NAD 83)
 TR1944_MARKER: Z = SEE DESCRIPTION
 TR1944_SETTING: 0 = UNSPECIFIED SETTING
 TR1944
 TR1944  HISTORY     - Date     Condition        Report By
 TR1944  HISTORY     - 1939     MONUMENTED       CGS
 TR1944  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR1944  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1944  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR1944
 TR1944                          STATION DESCRIPTION
 TR1944
 TR1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (BHR)
 TR1944'ON THE WESTERN SIDE OF GUEMES ISLAND ON THE SMOOTHLY ROUNDED SAND
 TR1944'POINT 1/4 MILE S OF CLARK POINT.  IT IS 3 METERS OUTSIDE OF THE
 TR1944'TREE LINE AND 10 METERS INSIDE OF MEAN HIGH-WATER LINE.  ELEVATION
 TR1944'ABOUT 3 FEET.
 TR1944'
 TR1944'STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE
 TR1944'IN A BOULDER AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND LEVEL.
 TR1944'
 TR1944'REFERENCE MARK NO.1, A STANDARD BRONZE DISK SET IN A CONCRETE
 TR1944'MONUMENT, IS 1 METER INSIDE THE TREE LINE AND PROJECTS 4 INCHES
 TR1944'ABOVE GROUND LEVEL.
 TR1944'
 TR1944'REFERENCE MARK NO.2, A STANDARD BRONZE DISK SET IN CONCRETE IN
 TR1944'A DEPRESSION IN A BOULDER, IS 4 METERS INSIDE THE TREE LINE.  A
 TR1944'FIR TREE 18 INCHES THROUGH AT THE BUTT LIES ABOUT 2 METERS BEYOND
 TR1944'AND IS BLAZED WITH A TRIANGLE 6 FEET ABOVE THE GROUND.
 TR1944
 TR1944                          STATION RECOVERY (1942)
 TR1944
 TR1944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CP)
 TR1944'ON THE W SIDE OF GUEMES ISLAND ON A SMOOTHLY ROUNDED SAND POINT,
 TR1944'ABOUT 1/4 MILE S OF CLARK POINT.  ABOUT 3 METERS OUTSIDE OF THE
 TR1944'TREE LINE AND 8.5 METERS BACK FROM HIGH-WATER LINE AND 3 FEET
 TR1944'ABOVE HIGH WATER.
 TR1944'
 TR1944'MARKED WITH STANDARD DISK, STAMPED CLARK 1939, SET IN 12-INCH
 TR1944'SQUARE BURIED BOULDER PROJECTING 6 INCHES ABOVE SURFACE.
 TR1944'
 TR1944'REFERENCE MARK NO.1 IS ONE METER INSIDE TREE LINE, A STANDARD
 TR1944'DISK, STAMPED R.M.1 1939, IT IS 9.220 METERS FROM STATION.
 TR1944'
 TR1944'REFERENCE MARK NO.2 IS 4 METERS INSIDE TREE LINE, A SMALL (12
 TR1944'BY 4 INCHES ON SURFACE) BOULDER WITH STANDARD DISK STAMPED
 TR1944'R.M.2 1939, IT IS 7.815 METERS FROM STATION.
 TR1944'
 TR1944'A FIR TREE 18 INCHES AT BASE LIES ABOUT 2 METERS BEYOND REFERENCE
 TR1944'MARK NO.2 AND BLAZED WITH TRIANGLE 6 FEET ABOVE GROUND.  ALL MARKS
 TR1944'FOUND IN GOOD CONDITION.
 TR1944
 TR1944                          STATION RECOVERY (1955)
 TR1944
 TR1944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (PT)
 TR1944'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.  SOME
 TR1944'DIFFICULTY WAS EXPERIENCED IN RECOVERING THE STATION DUE TO SHIFTING
 TR1944'SAND BEACH AND DENSE GROWTH OF VEGETATION.
 TR1944'
 TR1944'STATION IS ON E SIDE OF BELLINGHAM CHANNEL, ON THE NW SHORE OF
 TR1944'GUEMES ISLAND, APPROXIMATELY 1/4 MI. S OF CLARK POINT.  IT IS
 TR1944'ABOUT 3 M. OUTSIDE OF THE TREE LINE AND ABOUT 8 M. INSHORE OF
 TR1944'MEAN HIGH-WATERLINE, AT JUNCTION OF STORM HIGH-WATERLINE AND
 TR1944'GRASSLINE.  IT IS 15.2 M. SW OF A 20-IN. LEANING
 TR1944'TRIANGULAR-BLAZED FIR TREE AND IS ON RANGE BETWEEN THIS TREE AND
 TR1944'THE SE TANGENT OF CYPRESS ISLAND.  IT IS 7.63 M. SW OF A 6-IN.
 TR1944'TRIANGULAR-BLAZED FIR TREE AND IS ON RANGE BETWEEN THIS TREE AND
 TR1944'CYPRESS ISLAND NAVIGATION LIGHT.  IT IS 8.95 M. NW OF A
 TR1944'24-IN. TRIANGULAR-BLAZED FIR TREE AND IS ON RANGE BETWEEN THIS
 TR1944'TREE AND THE E TANGENT OF TOWHEAD ISLAND.  ABOUT 100 M. S OF
 TR1944'THE STATION AND WELL IN AMONG TREES IN AN ABANDONED SHACK.
 TR1944'STATION MARK IS A STANDARD DISK, SET IN A DRILL HOLE IN THE
 TR1944'TOP OF A SMALL BOULDER, FLUSH WITH THE SURFACE OF THE GROUND,
 TR1944'STAMPED CLARK 1939.
 TR1944'
 TR1944'REFERENCE MARK 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 TR1944'CONCRETE MONUMENT, ABOUT 2 M. INSHORE OF A TREE LINE, AND IS FLUSH
 TR1944'WITH THE SURFACE OF THE GROUND.  IT IS E-NE OF A
 TR1944'6-IN. TRIANGULAR-BLAZED FIR TREE, STAMPED CLARK NO 1 1939.
 TR1944'
 TR1944'REFERENCE MARK 2 IS A STANDARD DISK, SET IN CONCRETE IN A
 TR1944'DEPRESSION IN A BOULDER, FLUSH WITH THE SURFACE OF THE GROUND,
 TR1944'STAMPED CLARK NO 2 1939.  IT IS ABOUT 5 M. INSHORE OF THE TREE
 TR1944'LINE AND ABOUT 2 M. NW OF A 24-IN. TRIANGULAR-BLAZED FIR TREE.
 TR1944'
 TR1944'DISTANCES MEASURED BUT STATION NOT OCCUPIED FOR DIRECTIONS AT
 TR1944'THIS TIME.
 TR1944
 TR1944                          STATION RECOVERY (1973)
 TR1944
 TR1944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1944'A THOROUGH SEARCH WAS MADE BUT THE STATION MARK AND REFERENCE MARKS
 TR1944'WERE NOT RECOVERED.
 TR1944'
 TR1944'THIS GENERAL AREA HAS BEEN COVERED BY MUCH SAND AND MANY LOGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2023 ***********************************************************************
 TR2023  DESIGNATION -  CLARK 1854
 TR2023  PID         -  TR2023
 TR2023  STATE/COUNTY-  WA/SAN JUAN
 TR2023  USGS QUAD   -  MT CONSTITUTION (1994)
 TR2023
 TR2023                         *CURRENT SURVEY CONTROL
 TR2023  ___________________________________________________________________
 TR2023* NAD 83(1991)-  48 42 27.47662(N)    122 45 58.18538(W)     ADJUSTED  
 TR2023* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 TR2023  ___________________________________________________________________
 TR2023  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 TR2023  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 TR2023
 TR2023  HORZ ORDER  -  THIRD
 TR2023
 TR2023.The horizontal coordinates were established by classical geodetic methods
 TR2023.and adjusted by the National Geodetic Survey in December 1991..
 TR2023
 TR2023.The orthometric height was scaled from a topographic map.
 TR2023
 TR2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2023
 TR2023.The geoid height was determined by GEOID03.
 TR2023
 TR2023;                    North         East     Units Scale Factor Converg.
 TR2023;SPC WA N     -   191,651.657   357,761.110   MT  0.99999527   -1 26 20.5
 TR2023;SPC WA N     -   628,777.14  1,173,754.58   sFT  0.99999527   -1 26 20.5
 TR2023;UTM  10      - 5,394,981.867   517,203.334   MT  0.99960364   +0 10 32.5
 TR2023
 TR2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2023!SPC WA N     -   1.00000088  x   0.99999527  =   0.99999615
 TR2023!UTM  10      -   1.00000088  x   0.99960364  =   0.99960452
 TR2023
 TR2023:                Primary Azimuth Mark                     Grid Az
 TR2023:SPC WA N     -  MATIA EAST 1888                          317 04 59.0
 TR2023:UTM  10      -  MATIA EAST 1888                          315 28 06.0
 TR2023
 TR2023|---------------------------------------------------------------------|
 TR2023| PID    Reference Object                     Distance      Geod. Az  |
 TR2023|                                                           dddmmss.s |
 TR2023| TR2007 MATIA EAST 1888                     APPROX. 5.7 KM 3153838.5 |
 TR2023|---------------------------------------------------------------------|
 TR2023
 TR2023                          SUPERSEDED SURVEY CONTROL
 TR2023
 TR2023  NAD 83(1986)-  48 42 27.47764(N)    122 45 58.18624(W) AD(       ) 3
 TR2023  NAD 27      -  48 42 28.09000(N)    122 45 53.54000(W) AD(       ) 3
 TR2023
 TR2023.Superseded values are not recommended for survey control.
 TR2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2023.See file dsdata.txt to determine how the superseded data were derived.
 TR2023
 TR2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1720394982(NAD 83)
 TR2023_MARKER: Z = SEE DESCRIPTION
 TR2023_SETTING: 0 = UNSPECIFIED SETTING
 TR2023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2023
 TR2023  HISTORY     - Date     Condition        Report By
 TR2023  HISTORY     - 1854     MONUMENTED       CGS
 TR2023  HISTORY     - 1888     SEE DESCRIPTION  CGS
 TR2023  HISTORY     - 1940     MARK NOT FOUND   CGS
 TR2023
 TR2023                          STATION DESCRIPTION
 TR2023
 TR2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (GD)
 TR2023'SIGNAL IS ABOUT 15 FEET LONG.  5 INCHES IN DIAMETER, COVERED WITH
 TR2023'WHITE MUSLIN.
 TR2023'
 TR2023'STATION IS MARKED BY 2 STUBS, ONE BEARING E BY S (COMPASS)
 TR2023'APPROXIMATELY, THE OTHER SSE FROM STATION.  EACH 6 FEET FROM THE
 TR2023'STATION.
 TR2023'
 TR2023'A NAIL IN A BLAZED TREE IS ON THE BACK RANGE TO CHANNEL BETWEEN
 TR2023'MATIA I AND MATIA II, DISTANT 9 FEET 8 INCHES.
 TR2023'
 TR2023'NAIL IN TOP OF STUMP OF TREE IS NEARLY ON PROLONGATION OF A LINE
 TR2023'FROM VILLAGE POINT TO STATION, DISTANT 16 FEET 10 INCHES.
 TR2023
 TR2023                          STATION RECOVERY (1888)
 TR2023
 TR2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1888 (JJG)
 TR2023'FOUND THE FOOT OF OLD POLE IN THE GROUND WITH STONES PILES AROUND
 TR2023'IT, ALSO A REFERENCE TREE, LONG SINCE FALLEN AND ROTTEN, WITH
 TR2023'BLAZE AND COPPER NAIL.
 TR2023'
 TR2023'THE WHOLE POINT HAS BECOME OVERGROWN WITH SMALL TREES FROM 4 TO
 TR2023'8 INCHES IN DIAMETER.
 TR2023'
 TR2023'THE FOOT OF OLD POLE WAS REMOVED AND A STONE PLANTED AS NEAR
 TR2023'CENTER AS WAS POSSIBLE.  THE POINT WAS CLEARED OF TREES AND A NEW
 TR2023'POLE SET UP.
 TR2023'
 TR2023'A SMALL STUMP 5 INCHES IN DIAMETER, A LITTLE TO THE RIGHT OF LINE
 TR2023'TO RACCOON BLUFF IS MARKED BY COMPOSITION NAIL, DISTANT 7 FEET
 TR2023'5-1/2 INCHES.
 TR2023'
 TR2023'IN TOP OF A STUMP 8 INCHES IN DIAMETER A LITTLE TO N OF LINE IN
 TR2023'PROLONGATION OF LINE FROM RACCOON BLUFF A COMPOSITION NAIL WAS
 TR2023'DRIVEN, DISTANT 6 FEET 10 INCHES.
 TR2023'
 TR2023'A SMALL FIR 10 INCHES IN DIAMETER IN PROLONGATION OF LINE FROM
 TR2023'POINT WHITEHORN IS MARKED BY BLAZE AND COMPOSITION NAIL, DISTANT 15
 TR2023'FEET 4-1/2 INCHES.
 TR2023'
 TR2023'AN OLD IRON NAIL IN THE TOP OF A STUMP, WHICH WAS CUT EITHER IN
 TR2023'1853 OR 1858, IS 10 INCHES IN DIAMETER.  IT IS IN LINE TO RACCOON
 TR2023'BLUFF, DISTANT 16 FEET 11-1/2 INCHES FROM STATION.
 TR2023'
 TR2023'THIS STATION IS ON THE N POINT OF THE ISLAND, ABOUT 25 FEET ABOVE
 TR2023'THE TIDE.  IT IS ABOUT 8 PACES BACK FROM EDGE OF BLUFF, IS MARKED
 TR2023'6 INCHES BELOW SURFACE BY A STONE, HAVING 1/2-INCH HOLE DRILLED
 TR2023'2 INCHES DEEP.
 TR2023
 TR2023                          STATION RECOVERY (1940)
 TR2023
 TR2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2023'STATION WAS SEARCHED FOR ABOUT 45 MINUTES, BELIEVED
 TR2023'UNRECOVERABLE.  STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2021 ***********************************************************************
 TR2021  DESIGNATION -  CLARK ISLAND
 TR2021  PID         -  TR2021
 TR2021  STATE/COUNTY-  WA/SAN JUAN
 TR2021  USGS QUAD   -  MT CONSTITUTION (1994)
 TR2021
 TR2021                         *CURRENT SURVEY CONTROL
 TR2021  ___________________________________________________________________
 TR2021* NAD 83(1991)-  48 42 27.27825(N)    122 45 57.84091(W)     ADJUSTED  
 TR2021* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 TR2021  ___________________________________________________________________
 TR2021  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 TR2021  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 TR2021
 TR2021  HORZ ORDER  -  SECOND
 TR2021
 TR2021.The horizontal coordinates were established by classical geodetic methods
 TR2021.and adjusted by the National Geodetic Survey in December 1991..
 TR2021
 TR2021.The orthometric height was scaled from a topographic map.
 TR2021
 TR2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2021
 TR2021.The geoid height was determined by GEOID03.
 TR2021
 TR2021;                    North         East     Units Scale Factor Converg.
 TR2021;SPC WA N     -   191,645.355   357,767.996   MT  0.99999526   -1 26 20.3
 TR2021;SPC WA N     -   628,756.47  1,173,777.17   sFT  0.99999526   -1 26 20.3
 TR2021;UTM  10      - 5,394,975.763   517,210.393   MT  0.99960364   +0 10 32.8
 TR2021
 TR2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2021!SPC WA N     -   1.00000088  x   0.99999526  =   0.99999614
 TR2021!UTM  10      -   1.00000088  x   0.99960364  =   0.99960452
 TR2021
 TR2021|---------------------------------------------------------------------|
 TR2021| PID    Reference Object                     Distance      Geod. Az  |
 TR2021|                                                           dddmmss.s |
 TR2021| CF7686 CLARK ISLAND RM 1                     5.360 METERS 03710     |
 TR2021| TR2008 CONSTITUTION RESET                  APPROX. 5.8 KM 2351027.4 |
 TR2021| CF7687 CLARK ISLAND RM 2                                  28009     |
 TR2021| TR2019 PUFFIN ISLAND LT                    APPROX. 5.5 KM 3165428.1 |
 TR2021|---------------------------------------------------------------------|
 TR2021
 TR2021                          SUPERSEDED SURVEY CONTROL
 TR2021
 TR2021  NAD 83(1986)-  48 42 27.27917(N)    122 45 57.84146(W) AD(       ) 2
 TR2021  NAD 27      -  48 42 27.90200(N)    122 45 53.20600(W) AD(       ) 2
 TR2021
 TR2021.Superseded values are not recommended for survey control.
 TR2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2021.See file dsdata.txt to determine how the superseded data were derived.
 TR2021
 TR2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1721094976(NAD 83)
 TR2021_MARKER: Z = SEE DESCRIPTION
 TR2021_SETTING: 0 = UNSPECIFIED SETTING
 TR2021
 TR2021  HISTORY     - Date     Condition        Report By
 TR2021  HISTORY     - 1940     MONUMENTED       CGS
 TR2021  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TR2021  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2021  HISTORY     - 1987     GOOD             USPSQD
 TR2021
 TR2021                          STATION DESCRIPTION
 TR2021
 TR2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2021'OFF THE NE SIDE OF ORCAS ISLAND, ON THE N END OF CLARK ISLAND
 TR2021'ABOUT 50 FEET S FROM THE EXTREME N END, 50 FEET E OF THE W SIDE
 TR2021'OF THE ISLAND, AND 40 FEET SW OF THE NE SIDE OF ISLAND.  MOUNT
 TR2021'CONSTITUTION LOOKOUT TOWER CAN BE SEEN ON A LINE ABOUT 75 YARDS IN
 TR2021'FROM THE N TANGENT OF BARNES ISLAND.  STATION IS ABOUT 60 FEET
 TR2021'ABOVE HIGH WATER.
 TR2021'
 TR2021'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 TR2021'DRILL HOLES IN OUTCROPPING BEDROCK.
 TR2021
 TR2021                          STATION RECOVERY (1972)
 TR2021
 TR2021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GCS)
 TR2021'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 TR2021'CONDITION.  REFERENCE MARK NO. 2 WAS RECOVERED IN FAIR CONDITION
 TR2021'AT THE EDGE OF THE BLUFF ON THE W. SIDE OF CLARK
 TR2021'ISLAND.  DESCRIPTION BY LCW IN 1940 IS ADEQUATE FOR RECOVERY WITH
 TR2021'THE ADDITION THAT THE AREA IS HEAVILY OVERGROWN WITH BRUSH.
 TR2021'
 TR2021'REFERENCE MARK NO. 3, STAMPED CLARK ISLAND RM 3 1972, WAS
 TR2021'ESTABLISHED ON THE TREE LINE, AT THE TOP OF THE BLUFF, ON THE N
 TR2021'TIP OF CLARK ISLAND.  IT LIES ON LINE FROM STATION CLARK ISLAND
 TR2021'1940 AND THE N. END OF LUMMI ISLAND, 33.7 FT. FROM THE STATION.
 TR2021
 TR2021                          STATION RECOVERY (1973)
 TR2021
 TR2021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2021'STATION FOUND AS DESCRIBED, NEW ELEV ESTABLISHED.
 TR2021
 TR2021                          STATION RECOVERY (1987)
 TR2021
 TR2021'RECOVERY NOTE BY US POWER SQUADRON 1987 (MG)
 TR2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2334 ***********************************************************************
 SY2334  DESIGNATION -  CLARK POT
 SY2334  PID         -  SY2334
 SY2334  STATE/COUNTY-  WA/PIERCE
 SY2334  USGS QUAD   -  TACOMA SOUTH (1994)
 SY2334
 SY2334                         *CURRENT SURVEY CONTROL
 SY2334  ___________________________________________________________________
 SY2334* NAD 83(1991)-  47 14 13.12648(N)    122 25 06.66888(W)     ADJUSTED  
 SY2334* NAVD 88     -        72.5    (meters)     238.     (feet)  VERTCON   
 SY2334  ___________________________________________________________________
 SY2334  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 SY2334  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 SY2334
 SY2334  HORZ ORDER  -  SECOND
 SY2334
 SY2334.The horizontal coordinates were established by classical geodetic methods
 SY2334.and adjusted by the National Geodetic Survey in December 1991..
 SY2334
 SY2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2334
 SY2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2334
 SY2334.The geoid height was determined by GEOID03.
 SY2334
 SY2334;                    North         East     Units Scale Factor Converg.
 SY2334;SPC WA S     -   213,364.405   354,748.854   MT  0.99997938   -1 23 37.0
 SY2334;SPC WA S     -   700,013.05  1,163,871.87   sFT  0.99997938   -1 23 37.0
 SY2334;UTM  10      - 5,231,663.304   544,011.515   MT  0.99962380   +0 25 36.9
 SY2334
 SY2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2334!SPC WA S     -   0.99999218  x   0.99997938  =   0.99997156
 SY2334!UTM  10      -   0.99999218  x   0.99962380  =   0.99961598
 SY2334
 SY2334:                Primary Azimuth Mark                     Grid Az
 SY2334:SPC WA S     -  MAY 2 1971 RM 4                          027 41 37.2
 SY2334:UTM  10      -  MAY 2 1971 RM 4                          025 52 23.3
 SY2334
 SY2334|---------------------------------------------------------------------|
 SY2334| PID    Reference Object                     Distance      Geod. Az  |
 SY2334|                                                           dddmmss.s |
 SY2334| SY2756 MAY 2 1971 RM 4                     APPROX. 5.2 KM 0261800.2 |
 SY2334| CE3453 CLARK POT RM 1                        5.120 METERS 07900     |
 SY2334| SY2303 TACOMA ST JOSEPH HOSPITAL DOME      APPROX. 2.4 KM 2905728.7 |
 SY2334| SY2694 TACOMA CITY HALL                    APPROX. 2.8 KM 3243824.5 |
 SY2334| SY2762 TACOMA CONT GRAIN ELEVATOR LT       APPROX. 3.8 KM 3291248.7 |
 SY2334|---------------------------------------------------------------------|
 SY2334
 SY2334                          SUPERSEDED SURVEY CONTROL
 SY2334
 SY2334  NAD 83(1986)-  47 14 13.12064(N)    122 25 06.68299(W) AD(       ) 2
 SY2334  NAD 27      -  47 14 13.76430(N)    122 25 02.23495(W) AD(       ) 2
 SY2334  NGVD 29 (07/19/86)   71.4    (m)          234.     (f) VERT ANG       
 SY2334
 SY2334.Superseded values are not recommended for survey control.
 SY2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2334.See file dsdata.txt to determine how the superseded data were derived.
 SY2334
 SY2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4401231663(NAD 83)
 SY2334_MARKER: DD = SURVEY DISK
 SY2334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY2334_SP_SET: METAL PIPE IMBEDDED IN GROUND
 SY2334_MAGNETIC: P = MARKER IS A STEEL PIPE
 SY2334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2334
 SY2334  HISTORY     - Date     Condition        Report By
 SY2334  HISTORY     - 1978     MONUMENTED       NOS
 SY2334  HISTORY     - 20041231 MARK NOT FOUND   USPSQD
 SY2334
 SY2334                          STATION DESCRIPTION
 SY2334
 SY2334'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY2334'THE STATION IS LOCATED IN THE CITY OF TACOMA ABOUT 60 YARDS WEST
 SY2334'OF THE JUNCTION OF EAST KAY STREET AND EAST 29TH STREET ON THE
 SY2334'SHOULDER OF A HILL OVERLOOKING THE FREEWAY AND NORTH OF A WOVEN
 SY2334'WIRE FENCE.
 SY2334'
 SY2334'THE STATION IS A PORT OF TACOMA PLAIN BRASS
 SY2334'DISK---UNSTAMPED---SET IN THE TOP OF A 6 INCH IN DIAMETER
 SY2334'CONCRETE FILLED IRON PIPE PROJECTING 1 INCH ABOVE THE GROUND.
 SY2334'LOCATED 30.1 FEET NORTHWEST FROM A WOVEN WIRE FENCE,
 SY2334'4.5 FEET WEST FROM A WOODEN WITNESS POST.
 SY2334'
 SY2334'REFERENCE MARK NO 1 IS A STANDARD NOS DISK
 SY2334'STAMPED---CLARK POT RM 1 1977---,
 SY2334'SET INTO THE WEST CORNER OF A CONCRETE SLAB OF AN OLD BUILDING
 SY2334'FOUNDATION, 26 FEET NORTHWEST OF A WOVEN WIRE FENCE AND PROJECTS
 SY2334'4 INCHES ABOVE THE GROUND.
 SY2334'
 SY2334'HEIGHT OF LIGHT WAS 1.6 METERS.
 SY2334
 SY2334                          STATION RECOVERY (2004)
 SY2334
 SY2334'RECOVERY NOTE BY US POWER SQUADRON 2004 (KK)
 SY2334'LOCATION OF MARK IS WITHIN A DENSE BLACKBERRY BRAMBLE.  BRUSH
 SY2334'CLEARING EQUIPMENT WILL BE NEEDED TO APPROACH THIS MARK.  MARK NOT
 SY2334'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1363 ***********************************************************************
 SW1363  DESIGNATION -  CLARKE 1934
 SW1363  PID         -  SW1363
 SW1363  STATE/COUNTY-  WA/LINCOLN
 SW1363  USGS QUAD   -  KELLER FERRY (1989)
 SW1363
 SW1363                         *CURRENT SURVEY CONTROL
 SW1363  ___________________________________________________________________
 SW1363* NAD 83(1991)-  47 55 14.07520(N)    118 39 21.02980(W)     ADJUSTED  
 SW1363* NAVD 88     -       772.1    (meters)    2533.     (feet)  VERTCON   
 SW1363  ___________________________________________________________________
 SW1363  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 SW1363  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 SW1363
 SW1363  HORZ ORDER  -  SECOND
 SW1363
 SW1363.The horizontal coordinates were established by classical geodetic methods
 SW1363.and adjusted by the National Geodetic Survey in December 1991..
 SW1363
 SW1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1363
 SW1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1363
 SW1363.The geoid height was determined by GEOID03.
 SW1363
 SW1363;                    North         East     Units Scale Factor Converg.
 SW1363;SPC WA N     -   104,653.554   662,715.197   MT  0.99994816   +1 37 16.3
 SW1363;SPC WA N     -   343,350.87  2,174,258.11   sFT  0.99994816   +1 37 16.3
 SW1363;UTM  11      - 5,308,799.610   376,293.924   MT  0.99978804   -1 13 44.9
 SW1363
 SW1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1363!SPC WA N     -   0.99988204  x   0.99994816  =   0.99983021
 SW1363!UTM  11      -   0.99988204  x   0.99978804  =   0.99967011
 SW1363
 SW1363:                Primary Azimuth Mark                     Grid Az
 SW1363:SPC WA N     -  KELLER                                   324 47 49.4
 SW1363:UTM  11      -  KELLER                                   327 38 50.6
 SW1363
 SW1363|---------------------------------------------------------------------|
 SW1363| PID    Reference Object                     Distance      Geod. Az  |
 SW1363|                                                           dddmmss.s |
 SW1363| TP1090 KELLER                              APPROX.18.8 KM 3262505.7 |
 SW1363|---------------------------------------------------------------------|
 SW1363
 SW1363                          SUPERSEDED SURVEY CONTROL
 SW1363
 SW1363  NAD 83(1986)-  47 55 14.08631(N)    118 39 21.02706(W) AD(       ) 2
 SW1363  NAD 27      -  47 55 14.52700(N)    118 39 16.99900(W) AD(       ) 2
 SW1363  NGVD 29 (07/19/86)  770.8    (m)         2529.     (f) VERT ANG       
 SW1363
 SW1363.Superseded values are not recommended for survey control.
 SW1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1363.See file dsdata.txt to determine how the superseded data were derived.
 SW1363
 SW1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP7629408800(NAD 83)
 SW1363_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1363_SETTING: 66 = SET IN ROCK OUTCROP
 SW1363_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1363
 SW1363  HISTORY     - Date     Condition        Report By
 SW1363  HISTORY     - 1934     MONUMENTED       BOR
 SW1363  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1363
 SW1363                          STATION DESCRIPTION
 SW1363
 SW1363'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1363'STATION IS 2 MILES SE OF THE CLARKE FERRY, IN THE SW 1/4 SEC. 15,
 SW1363'T. 28 N., R. 33 E. WM.  ON HIGHEST POINT OF THE BLUFF ON THE S SIDE
 SW1363'OF THE COLUMBIA RIVER AND JUST W OF SECTION-LINE FENCE.
 SW1363'
 SW1363'TO REACH STATION FROM WILBUR, DRIVE W ON U.S. HIGHWAY 10.  AT
 SW1363'0.7 MILE TURN RIGHT ON STATE HIGHWAY 4.  AT 6.2 MILES TURN RIGHT
 SW1363'ON GRAVEL ROAD AND FOLLOW TO SCHOOLHOUSE.  TURN LEFT (N) HERE.  AT
 SW1363'14.3 MILES FOLLOW LANE TO GATE AT 14.9, GO THROUGH GATE INTO
 SW1363'PASTURE ON LEFT.  FOLLOW ALONG HILLSIDE N.  GO THROUGH GATE AT
 SW1363'15.1 MILES AND CONTINUE N TO TOP OF NEXT HILL.  FOLLOW ALONG OLD
 SW1363'FENCE TO END OF FENCE AND STATION IS AT EDGE OF BLUFF (16.0).
 SW1363'
 SW1363'STATION AND R.M. 1 ARE SET ACCORDING TO NOTES 3 AND 12B.
 SW1363
 SW1363                          STATION RECOVERY (1947)
 SW1363
 SW1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1363'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE
 SW1363'DISTANCE BETWEEN THE TWO MARKS WAS VERIFIED.  THE ORIGINAL
 SW1363'DESCRIPTION BY THE U.S.B.R. IS NOW INADEQUATE.  A NEW DESCRIPTION
 SW1363'FOLLOWS--
 SW1363'
 SW1363'STATION IS LOCATED IN THE SW 1/4 SEC. 15, T. 28 N., R. 33 E. WM,
 SW1363'ON A HIGH BASALT BLUFF ABOUT 2 MILES SE OF KELLER FERRY, AND
 SW1363'ON THE S SIDE OF ROOSEVELT LAKE.  IT IS 3 METERS S OF THE EDGE OF
 SW1363'THE BASALT BLUFF AND 8 METERS W OF A N-S FENCE LINE (SECTION
 SW1363'LINE).
 SW1363'
 SW1363'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK, STAMPED
 SW1363'CLARKE 1934, SET ACCORDING TO NOTE 3, AND IS 2 INCHES BELOW THE
 SW1363'SURROUNDING ROCK.  IT IS WITNESSED BY A 4-FOOT STAND OF WOOD.
 SW1363'
 SW1363'R.M. 1 IS S OF THE STATION.  IT IS A STANDARD
 SW1363'U.S.B.R. REFERENCE-MARK DISK, STAMPED CLARKE NO 1 1934, SET
 SW1363'ACCORDING TO NOTE 12B, AND IS 10 INCHES BELOW THE SURROUNDING
 SW1363'ROCK SURFACE.
 SW1363'
 SW1363'TO REACH THE STATION FROM THE CENTER OF WILBUR, GO W ON STATE
 SW1363'HIGHWAY 10A FOR 0.7 MILE, TURN RIGHT ON STATE HIGHWAY 4 AND GO
 SW1363'2.5 MILES, CONTINUE STRAIGHT AHEAD FOR 4.1 MILES, TURN RIGHT ON
 SW1363'GRAVEL ROAD FOLLOWING MAIN TRAVELED ROAD FOR 3.3 MILES TO AN
 SW1363'ABANDONED SCHOOLHOUSE AND T-INTERSECTION, TURN LEFT AND GO 3.1
 SW1363'MILES TO A Y-INTERSECTION, TAKE LEFT TRACK ROAD AND GO 0.6 MILE
 SW1363'TO TOP OF HILL AND BASALT OUTCROP.  FROM HERE PACK NE ALONG
 SW1363'RIDGE AND VEER SLIGHTLY DOWN HILL TO A N-S FENCE.  FOLLOW FENCE
 SW1363'N TO THE EDGE OF THE BLUFF AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1589 ***********************************************************************
 RZ1589  DESIGNATION -  CLARKSTON
 RZ1589  PID         -  RZ1589
 RZ1589  STATE/COUNTY-  WA/ASOTIN
 RZ1589  USGS QUAD   -  CLARKSTON (1971)
 RZ1589
 RZ1589                         *CURRENT SURVEY CONTROL
 RZ1589  ___________________________________________________________________
 RZ1589* NAD 83(1991)-  46 24 28.86124(N)    117 05 08.83837(W)     ADJUSTED  
 RZ1589* NAVD 88     -       352.8    (meters)    1157.     (feet)  VERTCON   
 RZ1589  ___________________________________________________________________
 RZ1589  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 RZ1589  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 RZ1589
 RZ1589  HORZ ORDER  -  SECOND
 RZ1589
 RZ1589.The horizontal coordinates were established by classical geodetic methods
 RZ1589.and adjusted by the National Geodetic Survey in December 1991..
 RZ1589
 RZ1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1589
 RZ1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1589
 RZ1589.The geoid height was determined by GEOID03.
 RZ1589
 RZ1589;                    North         East     Units Scale Factor Converg.
 RZ1589;SPC WA S     -   125,130.936   762,422.224   MT  0.99991935   +2 28 48.2
 RZ1589;SPC WA S     -   410,533.75  2,501,380.25   sFT  0.99991935   +2 28 48.2
 RZ1589;SPC ID W     -   527,657.713   697,295.923   MT  1.00006295   -0 58 03.2
 RZ1589;UTM  11      - 5,139,386.181   493,406.199   MT  0.99960053   -0 03 43.7
 RZ1589
 RZ1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1589!SPC WA S     -   0.99994758  x   0.99991935  =   0.99986694
 RZ1589!SPC ID W     -   0.99994758  x   1.00006295  =   1.00001053
 RZ1589!UTM  11      -   0.99994758  x   0.99960053  =   0.99954813
 RZ1589
 RZ1589:                Primary Azimuth Mark                     Grid Az
 RZ1589:SPC WA S     -  CLARKSTON AZ MK                          028 11 29.3
 RZ1589:SPC ID W     -  CLARKSTON AZ MK                          031 38 20.7
 RZ1589:UTM  11      -  CLARKSTON AZ MK                          030 44 01.2
 RZ1589
 RZ1589|---------------------------------------------------------------------|
 RZ1589| PID    Reference Object                     Distance      Geod. Az  |
 RZ1589|                                                           dddmmss.s |
 RZ1589| CF4654 CLARKSTON AZ MK                                    0304017.5 |
 RZ1589| CF4655 CLARKSTON RM 1                        9.053 METERS 24439     |
 RZ1589| CF4656 CLARKSTON RM 2                        9.150 METERS 32502     |
 RZ1589|---------------------------------------------------------------------|
 RZ1589
 RZ1589                          SUPERSEDED SURVEY CONTROL
 RZ1589
 RZ1589  NAD 83(1991)-  46 24 28.86127(N)    117 05 08.83837(W) AD(       ) 2
 RZ1589  NAD 83(1986)-  46 24 28.86939(N)    117 05 08.83301(W) AD(       ) 2
 RZ1589  NAD 27      -  46 24 29.28400(N)    117 05 05.26000(W) AD(       ) 2
 RZ1589  NGVD 29 (07/19/86)  351.8    (m)         1154.     (f) VERT ANG       
 RZ1589
 RZ1589.Superseded values are not recommended for survey control.
 RZ1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1589.See file dsdata.txt to determine how the superseded data were derived.
 RZ1589
 RZ1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM9340639386(NAD 83)
 RZ1589_MARKER: DS = TRIANGULATION STATION DISK
 RZ1589_SETTING: 0 = UNSPECIFIED SETTING
 RZ1589
 RZ1589  HISTORY     - Date     Condition        Report By
 RZ1589  HISTORY     - 1945     MONUMENTED       CGS
 RZ1589  HISTORY     - 1949     GOOD             CGS
 RZ1589
 RZ1589                          STATION DESCRIPTION
 RZ1589
 RZ1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ1589'STATION IS LOCATED ON THE E SLOPE OF A RIDGE THAT EXTENDS N FROM
 RZ1589'FLORANCE ORCHARDS AND ENDS IN A ROCKY BLUFF OVERLOOKING THE SNAKE
 RZ1589'RIVER.  THE STATION IS SITUATED IN A PASTURE, 200 FEET S OF THE
 RZ1589'CREST OF THE RIDGE, 55 FEET N OF A COW SHED, AND 4.5 FEET N OF
 RZ1589'A FENCE.  THE MARK IS A BRONZE STATION DISK SET IN CONCRETE FLUSH
 RZ1589'WITH THE GROUND AND STAMPED CLARKSTON 1945.
 RZ1589'
 RZ1589'UNDERGROUND MARK IS A BRONZE STATION DISK IN CONCRETE.
 RZ1589'
 RZ1589'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE THAT
 RZ1589'PROJECTS ABOUT 4 INCHES.  IT IS 6 INCHES N OF A FENCE LINE AND
 RZ1589'1.5 FEET HIGHER THAN THE STATION.  THE MARK IS STAMPED CLARKSTON
 RZ1589'NO 1 1945.
 RZ1589'
 RZ1589'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE FLUSH
 RZ1589'WITH THE GROUND.  THE MARK IS 30 FEET N OF A FENCE AND 6 INCHES
 RZ1589'LOWER THAN THE STATION.  IT IS STAMPED CLARKSTON NO 2 1945.
 RZ1589'
 RZ1589'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN CONCRETE THAT
 RZ1589'PROJECTS ABOUT 2 INCHES.  THE MARK IS 1.5 FEET W OF A FENCE AND
 RZ1589'20 FEET E OF THE CENTER LINE OF A PAVED ROAD.  THE MARK IS STAMPED
 RZ1589'CLARKSTON 1945.
 RZ1589'
 RZ1589'TO REACH THE STATION FROM THE POST OFFICE IN CLARKSTON, GO W ON
 RZ1589'CHESTNUT STREET FOR 1.1 MILES TO ITS INTERSECTION WITH STATE
 RZ1589'HIGHWAY 3K.  TURN LEFT (S) ON HIGHWAY 3K AND FOLLOW IT S AND W FOR
 RZ1589'1.3 MILES TO THE TOP OF A RIDGE AND SIGN FLORANCE ORCHARDS.  TURN
 RZ1589'RIGHT OFF THE HIGHWAY AND GO 0.15 MILE TO A FORK.  TAKE THE RIGHT
 RZ1589'FORK N FOR 0.4 MILE TO A BOARD GATE INTO A PASTURE.  PASS
 RZ1589'THROUGH THE GATE AND TURN RIGHT (E) ALONG THE FENCE FOR 200 FEET
 RZ1589'TO THE STATION NEAR COW SHED.
 RZ1589'
 RZ1589'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN CLARKSTON, GO
 RZ1589'W ON CHESTNUT STREET FOR 1.1 MILES TO ITS INTERSECTION WITH STATE
 RZ1589'HIGHWAY 3K.  CONTINUE AHEAD ON CHESTNUT STREET (CROSSING THE
 RZ1589'HIGHWAY) AND GO 0.7 MILE TO A PAVED ROAD.  TURN LEFT ON PAVED ROAD
 RZ1589'AND GO 0.05 MILE TO A PAVED ROAD LEFT.  TURN LEFT AND GO 0.05
 RZ1589'MILE TO THE AZIMUTH MARK ON THE LEFT (E) NEAR FENCE LINE.
 RZ1589
 RZ1589                          STATION RECOVERY (1949)
 RZ1589
 RZ1589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GBG)
 RZ1589'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY A.N.S. IN 1945.
 RZ1589'
 RZ1589'THE DESCRIPTION ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1587 ***********************************************************************
 RZ1587  DESIGNATION -  CLARKSTON TV STATION KLEW MAST
 RZ1587  PID         -  RZ1587
 RZ1587  STATE/COUNTY-  WA/WHITMAN
 RZ1587  USGS QUAD   -  CLARKSTON (1971)
 RZ1587
 RZ1587                         *CURRENT SURVEY CONTROL
 RZ1587  ___________________________________________________________________
 RZ1587* NAD 83(1991)-  46 27 26.21887(N)    117 06 00.48778(W)     ADJUSTED  
 RZ1587* NAVD 88     -                                                        
 RZ1587  ___________________________________________________________________
 RZ1587  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 RZ1587  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 RZ1587
 RZ1587  HORZ ORDER  -  THIRD
 RZ1587
 RZ1587.The horizontal coordinates were established by classical geodetic methods
 RZ1587.and adjusted by the National Geodetic Survey in December 1991..
 RZ1587
 RZ1587
 RZ1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1587
 RZ1587.The geoid height was determined by GEOID03.
 RZ1587
 RZ1587;                    North         East     Units Scale Factor Converg.
 RZ1587;SPC WA S     -   130,554.168   761,084.209   MT  0.99991708   +2 28 10.7
 RZ1587;SPC WA S     -   428,326.47  2,496,990.44   sFT  0.99991708   +2 28 10.7
 RZ1587;SPC ID W     -   533,152.401   696,286.351   MT  1.00006551   -0 58 43.5
 RZ1587;UTM  11      - 5,144,861.684   492,310.399   MT  0.99960073   -0 04 21.3
 RZ1587
 RZ1587                          SUPERSEDED SURVEY CONTROL
 RZ1587
 RZ1587  NAD 83(1991)-  46 27 26.21904(N)    117 06 00.48804(W) AD(       ) 4
 RZ1587  NAD 83(1986)-  46 27 26.22559(N)    117 06 00.48225(W) AD(       ) 4
 RZ1587  NAD 27      -  46 27 26.63600(N)    117 05 56.89500(W) AD(       ) 3
 RZ1587
 RZ1587.Superseded values are not recommended for survey control.
 RZ1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1587.See file dsdata.txt to determine how the superseded data were derived.
 RZ1587
 RZ1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM9231044862(NAD 83)
 RZ1587_MARKER: 42 = RADIO/TV MAST
 RZ1587
 RZ1587  HISTORY     - Date     Condition        Report By
 RZ1587  HISTORY     - 1959     FIRST OBSERVED   CGS
 RZ1587  HISTORY     - 1960     GOOD             CGS
 RZ1587  HISTORY     - 1977     GOOD             NOS
 RZ1587  HISTORY     - 1982     GOOD             NGS
 RZ1587
 RZ1587                          STATION DESCRIPTION
 RZ1587
 RZ1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1587'THE STATION IS THE TOP CENTER OF THE MAST.  IT IS A THREE-LEGGED,
 RZ1587'LACED STEEL STRUCTURE, PAINTED ALTERNATELY RED AND WHITE WITH AN
 RZ1587'OVERALL HEIGHT OF 299 FEET.  IT IS LOCATED ON A HIGH, PROMINENT
 RZ1587'MOUNTAIN ABOUT 3 MILES NORTHWEST OF CLARKSTON WASHINGTON AND 2-1/2
 RZ1587'MILES SOUTHWEST OF U.S. HIGHWAY 195.
 RZ1587
 RZ1587                          STATION RECOVERY (1960)
 RZ1587
 RZ1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCS)
 RZ1587'STATION RECOVERED AS DESCRIBED BY O.S.R. IN 1959.
 RZ1587
 RZ1587                          STATION RECOVERY (1977)
 RZ1587
 RZ1587'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 RZ1587'RECOVERED.  THE STATION WAS NOT VISITED.  THE RECOVERY WAS
 RZ1587'CONFIRMED BY THEODLITE AZIMUTH CHECKS FROM SEVERAL TRIANGULATION
 RZ1587'STATIONS.
 RZ1587
 RZ1587                          STATION RECOVERY (1982)
 RZ1587
 RZ1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DMM)
 RZ1587'STATION WAS RECOVERED AS DESCRIBED BY O.S.R. IN 1959.
 RZ1587'
 RZ1587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHWEST
 RZ1587'OF CLARKSTON, WASHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1307 ***********************************************************************
 SV1307  DESIGNATION -  CLARNO
 SV1307  PID         -  SV1307
 SV1307  STATE/COUNTY-  WA/SPOKANE
 SV1307  USGS QUAD   -  FISHTRAP LAKE (1981)
 SV1307
 SV1307                         *CURRENT SURVEY CONTROL
 SV1307  ___________________________________________________________________
 SV1307* NAD 83(1991)-  47 16 14.33546(N)    117 45 16.31540(W)     ADJUSTED  
 SV1307* NAVD 88     -       737.8    (meters)    2421.     (feet)  VERTCON   
 SV1307  ___________________________________________________________________
 SV1307  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 SV1307  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 SV1307
 SV1307  HORZ ORDER  -  SECOND
 SV1307
 SV1307.The horizontal coordinates were established by classical geodetic methods
 SV1307.and adjusted by the National Geodetic Survey in December 1991..
 SV1307
 SV1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1307
 SV1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1307
 SV1307.The geoid height was determined by GEOID03.
 SV1307
 SV1307;                    North         East     Units Scale Factor Converg.
 SV1307;SPC WA N     -    34,751.586   732,925.882   MT  1.00005067   +2 17 32.0
 SV1307;SPC WA N     -   114,014.16  2,404,607.66   sFT  1.00005067   +2 17 32.0
 SV1307;SPC WA S     -   218,956.189   707,707.730   MT  0.99998626   +1 59 39.5
 SV1307;SPC WA S     -   718,358.76  2,321,871.11   sFT  0.99998626   +1 59 39.5
 SV1307;UTM  11      - 5,235,517.096   442,926.709   MT  0.99964003   -0 33 15.4
 SV1307
 SV1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1307!SPC WA N     -   0.99988735  x   1.00005067  =   0.99993801
 SV1307!SPC WA S     -   0.99988735  x   0.99998626  =   0.99987361
 SV1307!UTM  11      -   0.99988735  x   0.99964003  =   0.99952742
 SV1307
 SV1307|---------------------------------------------------------------------|
 SV1307| PID    Reference Object                     Distance      Geod. Az  |
 SV1307|                                                           dddmmss.s |
 SV1307| CF1229 CLARNO RM 1                                        09754     |
 SV1307| CF1230 CLARNO RM 2                                        17747     |
 SV1307| CF1228 CLARNO AZ MK                                       3461424.9 |
 SV1307| SV1683 11 F 83                             APPROX. 7.1 KM 3563541.1 |
 SV1307|---------------------------------------------------------------------|
 SV1307
 SV1307                          SUPERSEDED SURVEY CONTROL
 SV1307
 SV1307  NAD 83(1986)-  47 16 14.34589(N)    117 45 16.30765(W) AD(       ) 2
 SV1307  NAD 27      -  47 16 14.75000(N)    117 45 12.55100(W) AD(       ) 2
 SV1307  NGVD 29 (07/19/86)  736.6    (m)         2417.     (f) VERT ANG       
 SV1307
 SV1307.Superseded values are not recommended for survey control.
 SV1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1307.See file dsdata.txt to determine how the superseded data were derived.
 SV1307
 SV1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN4292735517(NAD 83)
 SV1307_MARKER: DS = TRIANGULATION STATION DISK
 SV1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV1307
 SV1307  HISTORY     - Date     Condition        Report By
 SV1307  HISTORY     - 1949     MONUMENTED       CGS
 SV1307  HISTORY     - 1952     GOOD             USGS
 SV1307  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SV1307
 SV1307                          STATION DESCRIPTION
 SV1307
 SV1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WRH)
 SV1307'THE STATION IS LOCATED ON THE TOP OF A CULTIVATED KNOLL ON THE
 SV1307'PROPERTY OF MR. H CLARNO.  IT IS ABOUT 11 MILES AIRLINE
 SV1307'EAST-SOUTHEAST OF SPRAGUE, ABOUT 17-1/2 MILES AIRLINE
 SV1307'SOUTH-SOUTHWEST OF CHENEY AND ABOUT 11 MILES AIRLINE SOUTH OF TYLER.
 SV1307'
 SV1307'TO REACH THE STATION FROM THE POST OFFICE IN SPRAGUE, GO EAST ON
 SV1307'U.S. HIGHWAY 10 FOR 2.7 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 SV1307'RIGHT AS PER SIGN DOWNS LAKE 7 AND GO 3.9 MILES TO A CROSS ROAD.
 SV1307'KEEP STRAIGHT AHEAD AND GO 2.7 MILES TO A FORK.  KEEP STRAIGHT
 SV1307'AHEAD, RIGHT, AS PER SIGN BADGER LAKE AND GO 1.9 MILES TO A SIDE ROAD
 SV1307'ON THE RIGHT.  TURN RIGHT, PASSING TO THE RIGHT OF A FARM HOUSE AND
 SV1307'TO THE LEFT OF A BARN, AND GO 0.1 MILE TO A FORK.  TURN LEFT AND GO
 SV1307'0.2 MILE TO A FORK.  TURN LEFT AND GO 0.15 MILE TO A SHARP RIGHT
 SV1307'TURN IN THE ROAD AND THE AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT
 SV1307'AHEAD AND GO 0.3 MILE TO THE END OF THE TRACK ROAD.  TURN LEFT AND
 SV1307'GO 0.5 MILE CROSS COUNTRY, EASTERLY, TO THE HIGHEST POINT AND THE
 SV1307'STATION.
 SV1307'
 SV1307'THE STATION MARK IS A STANDARD DISK STAMPED CLARNO 1949 SET IN THE
 SV1307'TOP OF A ROUND CONCRETE POST THAT IS 10 INCHES IN DIAMETER AND SETS
 SV1307'ABOUT 15 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT 5
 SV1307'FEET SOUTH OF THE EDGE OF A SLOPE THAT IS TOO STEEP FOR
 SV1307'CULTIVATION.
 SV1307'
 SV1307'REFERENCE MARK NUMBER 1 IS A STANDARD DISK BRAZED TO THE TOP OF A
 SV1307'1-1/2 INCH IRON PIPE THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND
 SV1307'AND IS ABOUT 2 FEET HIGHER THAN THE STATION.  IT IS STAMPED CLARNO NO
 SV1307'1 1949.
 SV1307'
 SV1307'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CLARNO NO 2 1949
 SV1307'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10 INCHES IN DIAMETER
 SV1307'AND SETS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 SV1307'ABOUT 1 FOOT LOWER THAN THE STATION.
 SV1307'
 SV1307'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLARNO 1949 SET IN THE
 SV1307'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 4 INCHES
 SV1307'ABOVE THE GROUND.  IT IS ABOUT 18 FEET WEST OF THE CENTER LINE OF
 SV1307'THE ROAD.
 SV1307'
 SV1307'HEIGHT OF LIGHT ABOVE STATION MARK 1.83 METERS.
 SV1307
 SV1307                          STATION RECOVERY (1952)
 SV1307
 SV1307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SV1307'RECOVERED IN GOOD CONDITION.
 SV1307
 SV1307                          STATION RECOVERY (1965)
 SV1307
 SV1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1307'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE FIRST FORK
 SV1307'MENTIONED IN THE DIRECTIONS TO REACH THE STATION IS NOT A PROMINENT
 SV1307'FORK, MORE A REVERSE Y.  THE RIGHT TURN INTO THE FARMHOUSE IS 0.55
 SV1307'MILE EASTERLY ON THE BLACKTOP ROAD FROM THE POINT WHERE THE ROAD
 SV1307'STARTS UPHILL OUT OF A LOW, FLAT VALLEY.  TURN RIGHT INTO THE
 SV1307'DRIVEWAY AND GO ABOUT 200 FEET SOUTH TO THE FARMHOUSE, TURN WEST
 SV1307'100 FEET, THEN SOUTH AND WEST 0.05 MILE TO A FORK AT THE SOUTHWEST
 SV1307'EDGE OF THE FARMYARD, TAKE LEFT FORK SOUTHERLY 0.15 MILE TO A
 SV1307'FENCE AND CULTIVATED FIELD, TURN LEFT AND GO EASTERLY ALONG THE
 SV1307'NORTH SIDE OF THE FENCE FOR 0.15 MILE TO GATE, PASS THROUGH THE
 SV1307'GATE AND CONTINUE EAST ON THE TRACK ROAD FOR 0.05 MILE TO A CURVE
 SV1307'RIGHT AT THE EDGE OF A RAVINE AND THE AZIMUTH MARK ON THE LEFT, 11
 SV1307'YARDS SOUTH OF THE FENCE CORNER AND 2 FEET EAST OF THE FENCE.
 SV1307'CONTINUE SOUTH ON THE TRACK ROAD ALONG THE WEST SIDE OF THE FENCE
 SV1307'FOR 0.35 MILE TO A FORK AT A FENCE CORNER, TAKE LEFT FORK AND GO
 SV1307'EASTERLY ALONG THE SOUTH SIDE OF A FENCE FOR 0.35 MILE TO A SADDLE
 SV1307'AND THE END OF TRUCK TRAVEL.  FROM HERE, WALK NORTHERLY ABOUT 125
 SV1307'YARDS TO A VERY STEEP DECLINE, A METAL WITNESS POST NEAR THE WEST
 SV1307'EDGE OF THE SUMMIT AND ON THE EDGE OF THE STEEP DECLINE AND THE
 SV1307'STATION MARK 1.4 FEET BELOW GROUND AND 5.5 FEET SOUTH OF THE METAL
 SV1307'WITNESS POST.
 SV1307'
 SV1307'REFERENCE MARK NO. 1 WAS FOUND ON THE EDGE OF THE DECLINE, LEANING
 SV1307'SLIGHTLY TOWARD THE STATION.  IT IS ABOUT 12 YARDS WEST OF THE
 SV1307'POINT WHERE THE UPPER EDGE OF THE STEEP DECLINE STARTS A CURVE TO
 SV1307'THE NORTH.  DISTANCE BETWEEN REFERENCE MARK NO. 1 AND THE STATION
 SV1307'IS NOW ABOUT 46.4 FEET.
 SV1307'
 SV1307'REFERENCE MARK NO. 2 IS SAID TO BE 18 INCHES BELOW GROUND AND WAS
 SV1307'NOT DUG FOR BUT THERE IS LITTLE DOUBT THAT IT IS STILL THERE.  THE
 SV1307'WITNESS POST 5.5 FEET NORTH OF THE STATION MARK WILL BE OF MUCH
 SV1307'MORE VALUE IN LOCATING THE STATION THAN THIS BURIED REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3533 ***********************************************************************
 SY3533  DESIGNATION -  CLARY
 SY3533  PID         -  SY3533
 SY3533  STATE/COUNTY-  WA/KING
 SY3533  USGS QUAD   -  
 SY3533
 SY3533                         *CURRENT SURVEY CONTROL
 SY3533  ___________________________________________________________________
 SY3533* NAD 83(1991)-  47 44 06.71264(N)    122 07 07.64728(W)     ADJUSTED  
 SY3533* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 SY3533  ___________________________________________________________________
 SY3533  LAPLACE CORR-           8.12  (seconds)                    DEFLEC99
 SY3533  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SY3533
 SY3533  HORZ ORDER  -  SECOND
 SY3533
 SY3533.The horizontal coordinates were established by classical geodetic methods
 SY3533.and adjusted by the National Geodetic Survey in December 1991..
 SY3533
 SY3533.The orthometric height was scaled from a topographic map.
 SY3533
 SY3533.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3533
 SY3533.The geoid height was determined by GEOID03.
 SY3533
 SY3533;                    North         East     Units Scale Factor Converg.
 SY3533;SPC WA N     -    82,545.845   403,590.316   MT  0.99996444   -0 57 25.4
 SY3533;SPC WA N     -   270,819.16  1,324,112.56   sFT  0.99996444   -0 57 25.4
 SY3533;UTM  10      - 5,287,245.272   566,069.673   MT  0.99965364   +0 39 07.8
 SY3533
 SY3533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3533!SPC WA N     -   0.99997937  x   0.99996444  =   0.99994381
 SY3533!UTM  10      -   0.99997937  x   0.99965364  =   0.99963301
 SY3533
 SY3533:                Primary Azimuth Mark                     Grid Az
 SY3533:SPC WA N     -  SEATTLE SACRED VILLA TANK                236 16 20.7
 SY3533:UTM  10      -  SEATTLE SACRED VILLA TANK                234 39 47.5
 SY3533
 SY3533|---------------------------------------------------------------------|
 SY3533| PID    Reference Object                     Distance      Geod. Az  |
 SY3533|                                                           dddmmss.s |
 SY3533| SY3883 SEATTLE SACRED VILLA TANK           APPROX.14.1 KM 2351855.3 |
 SY3533| CF7277 CLARY RM                             16.359 METERS 27949     |
 SY3533| SY3785 WAYNE                               APPROX. 6.5 KM 2842545.7 |
 SY3533|---------------------------------------------------------------------|
 SY3533
 SY3533                          SUPERSEDED SURVEY CONTROL
 SY3533
 SY3533  NAD 83(1986)-  47 44 06.70482(N)    122 07 07.65097(W) AD(       ) 2
 SY3533  NAD 27      -  47 44 07.35200(N)    122 07 03.22100(W) AD(       ) 2
 SY3533
 SY3533.Superseded values are not recommended for survey control.
 SY3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3533.See file dsdata.txt to determine how the superseded data were derived.
 SY3533
 SY3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6607087245(NAD 83)
 SY3533_MARKER: Z = SEE DESCRIPTION
 SY3533_SETTING: 0 = UNSPECIFIED SETTING
 SY3533
 SY3533  HISTORY     - Date     Condition        Report By
 SY3533  HISTORY     - 1936     MONUMENTED       WAGS
 SY3533  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SY3533  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY3533
 SY3533                          STATION DESCRIPTION
 SY3533
 SY3533'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SY3533'STATION IS IN SW 1/4 OF SW 1/4 OF SEC. 13, T.26, R.5.  IT IS LOCATED
 SY3533'AT THE TOP OF A WESTERN SLOPE OF A N AND S RIDGE ON THE E SIDE OF
 SY3533'THE SAMMAMISH VALLEY ABOUT 5 MILES N OF REDMOND.
 SY3533'
 SY3533'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS WEDGED
 SY3533'IN DRILL HOLES IN BOULDERS.
 SY3533'
 SY3533'STATION MARK IS SET 2 INCHES ABOVE GROUND AND STAMPED KING COUNTY
 SY3533'AERIAL SURVEY.
 SY3533'
 SY3533'REFERENCE MARK IS PLACED S 76-1/2 DEG W (MAGNETIC).
 SY3533'
 SY3533'STATION IS REACHED AS FOLLOWS--TAKE ROAD E IN FRONT OF HOLLYWOOD
 SY3533'SCHOOLHOUSE AT THE TURN IN THE REDMOND-BOTHELL HIGHWAY (WHERE IT
 SY3533'MAKES A TURN DIRECTLY W AT THE NW CORNER OF SEC. 23, T.26, R.5) WHICH
 SY3533'SWINGS LEFT OF A STEEP RAVINE A SHORT DISTANCE E OF THE
 SY3533'SCHOOLHOUSE, GO 0.4 MILE TO BRIDGE.  DO NOT CROSS IT.  TAKE RIGHT
 SY3533'FORK S 0.3 MILE OUT OF THE RAVINE.  TAKE LEFT FORK E FOR 1/2 MILE
 SY3533'UP STEEP HILL AND TURN N 850 FEET TO A HOUSE ON THE W SIDE OF THE
 SY3533'ROAD.  WALK W THROUGH THE HAYFIELD 750 FEET TO WIRE FENCE.
 SY3533'STATION IS 165 FEET W OF FENCE.
 SY3533'
 SY3533'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY3533
 SY3533                          STATION RECOVERY (1938)
 SY3533
 SY3533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 SY3533'STATION WAS SOUGHT TWICE AND NOT FOUND.  STATION WAS SET IN OPEN
 SY3533'FIELD AND EVIDENTLY CLEARED OUT.
 SY3533
 SY3533                          STATION RECOVERY (1962)
 SY3533
 SY3533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY3533'THE MARK WAS NOT FOUND.  THE OLD LANDMARKS ARE GONE.  A LOCAL
 SY3533'SURVEYOR HAD SOME CO-ORDINATE POINTS IN THE AREA AND THE APPROXIMATE
 SY3533'LOCATION OF THE STATION WAS DETERMINED FROM THESE, BUT THE MARK
 SY3533'WAS NOT FOUND.  A RESIDENT OF THE AREA RECALLS THE FIELD BEING PLOWED
 SY3533'IN THE EARLY FORTIES AND THE ROCK MAY HAVE BEEN REMOVED AT THAT
 SY3533'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0291 ***********************************************************************
 TS0291  DESIGNATION -  CLASSET
 TS0291  PID         -  TS0291
 TS0291  STATE/COUNTY-  WA/CLALLAM
 TS0291  USGS QUAD   -  CAPE FLATTERY (1984)
 TS0291
 TS0291                         *CURRENT SURVEY CONTROL
 TS0291  ___________________________________________________________________
 TS0291* NAD 83(1991)-  48 23 27.41497(N)    124 39 33.47728(W)     ADJUSTED  
 TS0291* NAVD 88     -        13.14   (+/-2cm)      43.1    (feet)  VERTCON   
 TS0291  ___________________________________________________________________
 TS0291  LAPLACE CORR-           9.90  (seconds)                    DEFLEC99
 TS0291  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 TS0291
 TS0291  HORZ ORDER  -  FIRST
 TS0291  VERT ORDER  -  THIRD ? (See Below)
 TS0291
 TS0291.The horizontal coordinates were established by classical geodetic methods
 TS0291.and adjusted by the National Geodetic Survey in December 1991..
 TS0291
 TS0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 TS0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TS0291.The vertical order pertains to the NGVD 29 superseded value.
 TS0291
 TS0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0291
 TS0291.The geoid height was determined by GEOID03.
 TS0291
 TS0291;                    North         East     Units Scale Factor Converg.
 TS0291;SPC WA N     -   161,692.501   216,779.620   MT  0.99995359   -2 50 54.6
 TS0291;SPC WA N     -   530,486.15    711,217.80   sFT  0.99995359   -2 50 54.6
 TS0291;UTM  10      - 5,361,084.108   377,163.808   MT  0.99978539   -1 14 26.9
 TS0291
 TS0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0291!SPC WA N     -   1.00000121  x   0.99995359  =   0.99995480
 TS0291!UTM  10      -   1.00000121  x   0.99978539  =   0.99978660
 TS0291
 TS0291|---------------------------------------------------------------------|
 TS0291| PID    Reference Object                     Distance      Geod. Az  |
 TS0291|                                                           dddmmss.s |
 TS0291| DD9542 CLASSET RM 1                         10.952 METERS 14123     |
 TS0291| DD9543 CLASSET RM 2                          5.325 METERS 26327     |
 TS0291| TS0300 WEATHER BUR THEODOLITE SUPPORT      APPROX. 5.6 KM 2701429.1 |
 TS0291| TS0295 CAPE FLATTERY LIGHTHOUSE            APPROX. 5.7 KM 2704326.2 |
 TS0291| TS0293 DUNCAN ROCK                         APPROX. 6.4 KM 2870334.8 |
 TS0291|---------------------------------------------------------------------|
 TS0291
 TS0291                          SUPERSEDED SURVEY CONTROL
 TS0291
 TS0291  NAD 83(1986)-  48 23 27.41535(N)    124 39 33.47855(W) AD(       ) 1
 TS0291  NAD 27      -  48 23 28.16300(N)    124 39 28.62100(W) AD(       ) 1
 TS0291  NGVD 29 (07/19/86)   12.00   (m)           39.4    (f) LEVELING    3  
 TS0291
 TS0291.Superseded values are not recommended for survey control.
 TS0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0291.See file dsdata.txt to determine how the superseded data were derived.
 TS0291
 TS0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7716461084(NAD 83)
 TS0291
 TS0291  HISTORY     - Date     Condition        Report By
 TS0291  HISTORY     - 1893     MONUMENTED       CGS
 TS0291  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TS0291  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TS0291  HISTORY     - 1944     SEE DESCRIPTION  CGS
 TS0291  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TS0291  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TS0291
 TS0291                          STATION DESCRIPTION
 TS0291
 TS0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (JJG)
 TS0291'STATION IS ON THE SECOND POINT W FROM NEEAH BAY, JUST AROUND THE
 TS0291'POINT TO SW OF CLASSET VILLAGE, OCCUPIED BY INDIANS DURING THE
 TS0291'FISHING SEASON.  STATION IS ON THE EXTREME POINT, PROBABLY 100
 TS0291'FEET ABOVE TIDES.  IT IS REACHED BY A TRAIL STARTING FROM CLASSET
 TS0291'VILLAGE AND LEADING OVER THE TOP OF THE HILL.  CONSIDERABLE
 TS0291'CLEARING WAS NECESSARY TO OPEN THE VIEW AND TO PERMIT THE SUN TO
 TS0291'REACH HELIOTROPE.  THE PRECIPICE WESTWARD AND N IS NEARLY
 TS0291'PERPENDICULAR.  DISTANCE TO EDGE OF CLIFF TO NORTHWARD IS 5
 TS0291'PACES.  DISTANCE TO EDGE OF CLIFF TO W IS 6 PACES.  SEVERAL
 TS0291'TREES WERE CUT FROM A LARGE STUMP STANDING ON SPUR JUST BELOW
 TS0291'TOP OF CLIFF TO NORTHWARD.  ONE OF THESE TREES WAS LEFT
 TS0291'STANDING AS IT WAS NOT IN LINE TO ANY SIGNAL.  THIS TREE WAS
 TS0291'MARKED BY BLAZE AND WIRE NAIL AT HEIGHT OF TOP OF PIER,
 TS0291'DISTANT 28 FEET, 5-1/2 INCHES.  ANOTHER TREE NEARLY IN LINE
 TS0291'TO SIGNAL JUNIPER IS SIMILARLY MARKED, DISTANT 25 FEET, 2 INCHES.
 TS0291'A STUMP UPHILL TO SOUTHWARD, 16 INCHES IN DIAMETER, MARKED ON
 TS0291'TOP BY NAILS THUS ... DISTANT 26 FEET 6 INCHES, THIS LAST
 TS0291'DISTANCE NOT VERY ACCURATE OWING TO SLOPE.  STATION MARKED BY
 TS0291'A LARGE STONE BURIED 16 INCHES BENEATH SURFACE, HAVING 5/8-INCH
 TS0291'HOLE 2 INCHES DEEP.  A CONCRETE PIER WAS BUILT 12 BY 12 BY
 TS0291'50 INCHES WITH A WIRE RUNNING THROUGH THE CENTER.  SMALL 2 BY
 TS0291'2 POLE SET UP TO OBSERVE UPON FROM WAADAH AND TATOOSH.
 TS0291
 TS0291                          STATION RECOVERY (1931)
 TS0291
 TS0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (KTA)
 TS0291'CONCRETE PIER WAS RECOVERED.  BUT IS NOT VERY SOLID IN GROUND.  THE
 TS0291'WITNESS MARKS DESCRIBED IN ORIGINAL DESCRIPTION ARE GONE, BUT
 TS0291'TREE CONTAINING FIRST MARK DESCRIBED IS EASILY RECOGNIZED.  A
 TS0291'CONSIDERABLE AMOUNT OF CLEARING WAS NECESSARY TO OPEN VIEW.  SOME
 TS0291'OF THIS WAS DONE, PARTICULARLY TO SEAWARD.  TO N AND E, VIEW WAS
 TS0291'NOT COMPLETELY OPENED.  CLASSET INDIAN VILLAGE IS COMPLETELY
 TS0291'ABANDONED, AND FEW SIGNS OF IT ARE LEFT.  NO SHACKS ARE STANDING.
 TS0291'STATION SHOULD BE APPROACHED AS GIVEN IN ORIGINAL DESCRIPTION
 TS0291'THOUGH THERE IS NO TRAIL.
 TS0291
 TS0291                          STATION RECOVERY (1942)
 TS0291
 TS0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TS0291'THE STATION WAS FOUND IN FAIR CONDITION.  ALL SIGNS OF CLASSET
 TS0291'VILLAGE HAVE DISAPPEARED.  IT IS BEST REACHED FROM LANDING AT
 TS0291'POINT 300 YARDS W FROM THE STATION AND FOLLOWING TRAIL TO
 TS0291'STATION.  WITNESS MARKS ARE GONE.  TWO REFERENCE MARKS WERE
 TS0291'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 TS0291'
 TS0291'ABOUT 2 MILES W OF NEAH BAY, ON THE SECOND POINT W FROM NEAH
 TS0291'BAY, JUST E OF WARMHOUSE BEACH.  ON TOP OF A 100-FOOT BLUFF,
 TS0291'ABOUT 18 FEET E OF TOP OF BLUFF, ABOUT 15 FEET S OF TOP OF BLUFF
 TS0291'TO N, AND 8 FEET S OF BREAK IN SLOPE TO NORTHWARD.  THE STATION IS
 TS0291'MARKED BY A 12-INCH SQUARE CONCRETE PILLAR THAT PROJECTS 3-1/2
 TS0291'FEET ABOVE GROUND, ON THE TOP OF WHICH IS INSCRIBED A TRIANGLE
 TS0291'AND AT THE CENTER OF TRIANGLE IS A NAIL.  THE UNDERGROUND MARK
 TS0291'IS A LARGE STONE BURIED 16 INCHES BENEATH SURFACE, HAVING A
 TS0291'5/8-INCH DRILL HOLE 2 INCHES DEEP.
 TS0291'
 TS0291'REFERENCE MARK NO.1 IS A BRONZE DISK WELDED INTO END OF LENGTH
 TS0291'OF 2-INCH CAST-IRON SOIL PIPE.  IT IS S FROM THE STATION AND
 TS0291'PROJECTS ABOUT 8 INCHES ABOVE GROUND.  THE TOP OF THE MARK IS 2.34
 TS0291'METERS HIGHER THAN THE TOP OF STATION PILLAR.
 TS0291'
 TS0291'REFERENCE MARK NO.2 IS W FROM THE STATION ABOUT 2 FEET E FROM
 TS0291'EDGE OF BLUFF.  THE TOP OF THE MARK IS ABOUT 0.36 METER LOWER
 TS0291'THAN THE TOP OF STATION PILLAR.  IT IS A BRONZE DISK SET IN
 TS0291'CONCRETE-FILLED LENGTH OF 2-INCH CAST-IRON SOIL PIPE THAT PROJECTS
 TS0291'ABOUT 8 INCHES ABOVE GROUND.
 TS0291
 TS0291                          STATION RECOVERY (1944)
 TS0291
 TS0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RDH)
 TS0291'STATION RECOVERED AS DESCRIBED.  THE REFERENCE MARKS WERE NOT
 TS0291'SEARCHED FOR.
 TS0291
 TS0291                          STATION RECOVERY (1954)
 TS0291
 TS0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (REZ)
 TS0291'STATION RECOVERED AS DESCRIBED.  REMAINS OF A SIGNAL TOWER ARE AT
 TS0291'THE SITE OF THE STATION.  STATION IS SURROUNDED BY THICK SALAL
 TS0291'BRUSH.  STATION MAY BE APPROACHED EITHER FROM THE E OR W BY
 TS0291'CLIMBING TO THE TOP OF THE BLUFF, THEN TRAVELING ALONG THE EDGE
 TS0291'OF THE BLUFF TO THE STATION.  STATION IS PINPOINTED ON
 TS0291'PHOTOGRAPHY AT THE HOQUIAM OFFICE.
 TS0291
 TS0291                          STATION RECOVERY (1969)
 TS0291
 TS0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBW)
 TS0291'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 TS0291'WERE NOT SEARCHED FOR.  THE REMNANTS OF A SIGNAL TOWER ARE OVER
 TS0291'THE STATION.
 TS0291'
 TS0291'THE STATION MAY BE REACHED BY CAR AND A HIKE OF ABOUT ONE-HALF
 TS0291'MILE.  TO REACH THE STATION FROM THE POST OFFICE AT NEAH BAY, GO
 TS0291'NORTHWEST 0.4 MILES TO A STREET ON THE LEFT.  TURN LEFT (SOUTHWEST)
 TS0291'AND GO ABOUT 0.15 MILE TO A STREET INTERSECTION.  ON THE SOUTH
 TS0291'CORNER OF THIS INTERSECTION STANDS AN ASSEMBLY OF GOD CHURCH.
 TS0291'TURN RIGHT (NORTHWEST) AND GO ABOUT 0.1 MILE TO THE INTERSECTION
 TS0291'OF THE ROAD TO THE MAKAH AIR FORCE STATION (SOUTHWEST) AND
 TS0291'THE ROAD TO KOITLAH POINT (NORTHWEST).  CONTINUE NORTHWEST ON
 TS0291'THE ROAD TO KOITLAH POINT FOR 1.4 MILES TO A LOGGING ROAD ON
 TS0291'THE LEFT.  THE LOGGING ROAD IS MARKED BY A POST ON WHICH IS
 TS0291'WRITTEN, B LINE.  TURN LEFT ONTO B LINE AND PROCEED 1.1 MILES TO
 TS0291'ITS END, BYPASSING FIVE SPUR ROADS, OF WHICH TWO, MARKED 2 AND
 TS0291'4, ARE OFF TO THE LEFT AND THREE, OF WHICH THE FIRST TWO ARE
 TS0291'MARKED 1 AND 3, OFF TO THE RIGHT.  THE THIRD SPUR ON THE
 TS0291'RIGHT IS NOT MARKED.  THE MARKED SPUR ROADS ARE MARKED WITH A POST
 TS0291'SIMILAR TO THAT MARKING THE B LINE.  THE END OF B LINE IS
 TS0291'AT THE SOUTHWESTERN RIM OF A RAVINE WHICH IS ABOUT 75 FEET
 TS0291'DEEP AND TRENDS NORTHWEST - SOUTHEAST.
 TS0291'
 TS0291'PROCEED ON FOOT FROM THE END OF B LINE DOWN THE RAVINE AND UP
 TS0291'THE HILL ON THE OTHER (NORTHEASTERN) SIDE OF THE RAVINE.  WALK
 TS0291'TO THE STATION SITE ON THE NORTHWESTERN END OF THE HILL WHERE IT
 TS0291'ENDS AS A 100 FOOT CLIFF.  THE STATION IS ABOUT 15 FEET SOUTH OF
 TS0291'THE EDGE OF THE CLIFF TO THE NORTH AND 18 FEET EAST OF THE EDGE
 TS0291'OF THE CLIFF TO THE WEST.  THE SITE IS COVERED BY THICK BRUSH.
 TS0291'
 TS0291'THE STATION IS MARKED BY A 12 INCH SQUARE CONCRETE PILLAR WHICH
 TS0291'PROJECTS 3-1/2 FEET ABOVE THE GROUND AND ON TOP OF WHICH IS
 TS0291'INSCRIBED A TRIANGLE WITH A NAIL AT ITS CENTER.  THE STATION IS
 TS0291'SHOWN IN SECTION 4, T33N, R15W, OF THE 1957 EDITION OF THE USGS
 TS0291'CAPE FLATTERY QUADRANGLE.
 TS0291'
 TS0291'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TS0291'2-1/2 MILES NORTHWEST OF NEAH BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1517 ***********************************************************************
 SW1517  DESIGNATION -  CLAUS
 SW1517  PID         -  SW1517
 SW1517  STATE/COUNTY-  WA/GRANT
 SW1517  USGS QUAD   -  MAE (1978)
 SW1517
 SW1517                         *CURRENT SURVEY CONTROL
 SW1517  ___________________________________________________________________
 SW1517* NAD 83(1991)-  47 05 11.41829(N)    119 29 43.30840(W)     ADJUSTED  
 SW1517* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 SW1517  ___________________________________________________________________
 SW1517  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 SW1517  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 SW1517
 SW1517  HORZ ORDER  -  SECOND
 SW1517
 SW1517.The horizontal coordinates were established by classical geodetic methods
 SW1517.and adjusted by the National Geodetic Survey in December 1991..
 SW1517
 SW1517.The orthometric height was scaled from a topographic map.
 SW1517
 SW1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1517
 SW1517.The geoid height was determined by GEOID03.
 SW1517
 SW1517;                    North         East     Units Scale Factor Converg.
 SW1517;SPC WA S     -   195,355.357   576,279.568   MT  0.99995289   +0 43 47.1
 SW1517;SPC WA S     -   640,928.37  1,890,677.22   sFT  0.99995289   +0 43 47.1
 SW1517;UTM  11      - 5,217,798.757   310,599.258   MT  1.00004090   -1 49 41.2
 SW1517
 SW1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1517!SPC WA S     -   0.99994430  x   0.99995289  =   0.99989719
 SW1517!UTM  11      -   0.99994430  x   1.00004090  =   0.99998520
 SW1517
 SW1517:                Primary Azimuth Mark                     Grid Az
 SW1517:SPC WA S     -  CAMAS                                    150 34 53.7
 SW1517:UTM  11      -  CAMAS                                    153 08 22.0
 SW1517
 SW1517|---------------------------------------------------------------------|
 SW1517| PID    Reference Object                     Distance      Geod. Az  |
 SW1517|                                                           dddmmss.s |
 SW1517| SW1520 CAMAS                               APPROX. 4.0 KM 1511840.8 |
 SW1517| CF1231 CLAUS RM 1                           11.543 METERS 15539     |
 SW1517| CF1232 CLAUS RM 2                           11.528 METERS 25343     |
 SW1517|---------------------------------------------------------------------|
 SW1517
 SW1517                          SUPERSEDED SURVEY CONTROL
 SW1517
 SW1517  NAD 83(1986)-  47 05 11.42750(N)    119 29 43.29688(W) AD(       ) 2
 SW1517  NAD 27      -  47 05 11.91710(N)    119 29 39.17650(W) AD(       ) 2
 SW1517
 SW1517.Superseded values are not recommended for survey control.
 SW1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1517.See file dsdata.txt to determine how the superseded data were derived.
 SW1517
 SW1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN1059917799(NAD 83)
 SW1517_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1517
 SW1517  HISTORY     - Date     Condition        Report By
 SW1517  HISTORY     - 1958     MONUMENTED       CGS
 SW1517
 SW1517                          STATION DESCRIPTION
 SW1517
 SW1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SW1517'THE STATION IS LOCATED ABOUT 8 MILES WEST OF MOSES LAKE AND 1.8
 SW1517'MILES SOUTH OF U.S. HIGHWAY 10.  IT IS ON THE SUMMIT OF A SANDY
 SW1517'RIDGE WHICH LIES IN AN EAST-WEST DIRECTION, THE GROUND RISING TO A
 SW1517'HIGHER ELEVATION TO THE WEST.
 SW1517'
 SW1517'THE STATION MARK IS A STANDARD DISK, STAMPED CLAUS 1957, SET IN
 SW1517'THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS
 SW1517'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 11 FEET
 SW1517'SOUTHWEST OF A WHITE WITNESS POST.
 SW1517'
 SW1517'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLAUS NO 1 1957, SET
 SW1517'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 SW1517'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 SW1517'48 FEET SOUTH OF THE WHITE WITNESS POST AND ABOUT 3 FEET LOWER
 SW1517'IN ELEVATION THAN THE STATION MARK.
 SW1517'
 SW1517'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLAUS NO 1 1957,
 SW1517'SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 SW1517'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 43
 SW1517'FEET WEST OF THE WHITE WITNESS POST AND ABOUT 12 INCHES HIGHER
 SW1517'IN ELEVATION THAN THE STATION MARK.
 SW1517'
 SW1517'TO REACH THE STATION FROM THE JUNCTION OF DIVISION AND BROADWAY
 SW1517'STREETS IN MOSES LAKE, DRIVE WEST ON BROADWAY STREET FOR 3.0 MILES
 SW1517'TO THE BRIDGE OVER MOSES LAKE.  CONTINUE WEST ON U.S. HIGHWAY 10
 SW1517'FOR 8.4 MILES TO A DRY DRAINAGE CANAL AND GATE ON THE LEFT.  TURN
 SW1517'LEFT, PASS THROUGH THE GATE AND CROSS THE CANAL, THENCE DRIVE
 SW1517'SOUTH-SOUTHEAST ACROSS THE SANDY COUNTRY ON VERY DIM TRACKS FOR
 SW1517'1.8 MILES TO A LOW EAST-WEST RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2599 ***********************************************************************
 RC2599  DESIGNATION -  CLAUSSEN
 RC2599  PID         -  RC2599
 RC2599  STATE/COUNTY-  WA/KLICKITAT
 RC2599  USGS QUAD   -  LUNA BUTTE (1983)
 RC2599
 RC2599                         *CURRENT SURVEY CONTROL
 RC2599  ___________________________________________________________________
 RC2599* NAD 83(1991)-  45 45 43.58857(N)    120 39 49.33916(W)     ADJUSTED  
 RC2599* NAVD 88     -       788.     (meters)    2585.     (feet)  SCALED    
 RC2599  ___________________________________________________________________
 RC2599  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 RC2599  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 RC2599
 RC2599  HORZ ORDER  -  SECOND
 RC2599
 RC2599.The horizontal coordinates were established by classical geodetic methods
 RC2599.and adjusted by the National Geodetic Survey in December 1991..
 RC2599
 RC2599.The orthometric height was scaled from a topographic map.
 RC2599
 RC2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2599
 RC2599.The geoid height was determined by GEOID03.
 RC2599
 RC2599;                    North         East     Units Scale Factor Converg.
 RC2599;SPC WA S     -    47,672.065   487,264.404   MT  1.00001691   -0 07 08.1
 RC2599;SPC WA S     -   156,404.10  1,598,633.30   sFT  1.00001691   -0 07 08.1
 RC2599;SPC OR N     -   232,866.885 2,487,265.278   MT  0.99994822   -0 06 58.0
 RC2599;SPC OR N     -   763,998.97  8,160,319.15   iFT  0.99994822   -0 06 58.0
 RC2599;UTM  10      - 5,070,271.090   681,677.141   MT  1.00000580   +1 40 27.5
 RC2599
 RC2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2599!SPC WA S     -   0.99987979  x   1.00001691  =   0.99989670
 RC2599!SPC OR N     -   0.99987979  x   0.99994822  =   0.99982802
 RC2599!UTM  10      -   0.99987979  x   1.00000580  =   0.99988559
 RC2599
 RC2599|---------------------------------------------------------------------|
 RC2599| PID    Reference Object                     Distance      Geod. Az  |
 RC2599|                                                           dddmmss.s |
 RC2599| CF4657 CLAUSSEN RM 1                        11.578 METERS 03017     |
 RC2599| RC2609 PHILLIPI                            APPROX. 7.4 KM 1172427.4 |
 RC2599| RC2620 PORTLAND PENDLETON AWY BCN          APPROX. 7.9 KM 1923750.2 |
 RC2599| CF4658 CLAUSSEN RM 2                        10.716 METERS 26145     |
 RC2599|---------------------------------------------------------------------|
 RC2599
 RC2599                          SUPERSEDED SURVEY CONTROL
 RC2599
 RC2599  NAD 83(1991)-  45 45 43.58852(N)    120 39 49.33912(W) AD(       ) 2
 RC2599  NAD 83(1986)-  45 45 43.59970(N)    120 39 49.33327(W) AD(       ) 2
 RC2599  NAD 27      -  45 45 44.14700(N)    120 39 45.12500(W) AD(       ) 2
 RC2599
 RC2599.Superseded values are not recommended for survey control.
 RC2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2599.See file dsdata.txt to determine how the superseded data were derived.
 RC2599
 RC2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR8167770271(NAD 83)
 RC2599_MARKER: Z = SEE DESCRIPTION
 RC2599_SETTING: 0 = UNSPECIFIED SETTING
 RC2599
 RC2599  HISTORY     - Date     Condition        Report By
 RC2599  HISTORY     - 1942     MONUMENTED       USE
 RC2599  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RC2599
 RC2599                          STATION DESCRIPTION
 RC2599
 RC2599'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RC2599'STATION IS ABOUT 9-1/2 MILES ESE OF GOLDENDALE AND 1 MILE S OF
 RC2599'THE DAVENPORT RANCH ON A POINT ABOUT 80 YARDS SE OF A SMALL MOUND
 RC2599'THAT MARKS THE HIGHEST POINT OF THE HILLS IN THE IMMEDIATE
 RC2599'VICINITY.
 RC2599'
 RC2599'STATION MARK IS A STANDARD U.S.E. CONTROL-STATION DISK SET IN A
 RC2599'BOULDER ABOUT 1-1/2 BY 2-1/2 FEET AND PROJECTING ABOUT 1 FOOT.  IT
 RC2599'IS ABOUT 2.75 METERS W OF A WHITE REFERENCE POST PROJECTING ABOUT
 RC2599'30 INCHES AND 100 FEET N OF THE STEEP DROP-OFF TO THE S.  STAMPED
 RC2599'CLAUSSEN 1942.
 RC2599'
 RC2599'THERE IS NO UNDERGROUND MARK.
 RC2599'
 RC2599'REFERENCE MARK NO.1 IS A STANDARD U.S.E. DISK SET IN A BOULDER
 RC2599'ABOUT 1-1/2 BY 2 FEET AND PROJECTING ABOUT 10 INCHES.  MARK IS AT
 RC2599'ABOUT SAME ELEVATION AS STATION MARK.  STAMPED CLAUSSEN 1942
 RC2599'R.M. NO.1.
 RC2599'
 RC2599'REFERENCE MARK NO.2 IS A STANDARD U.S.E. DISK SET IN A BOULDER
 RC2599'ABOUT 2-1/2 BY 3 FEET AND PROJECTING ABOUT 10 INCHES.  MARK IS AT
 RC2599'ABOUT SAME ELEVATION AS STATION MARK.  STAMPED CLAUSSEN 1942
 RC2599'R.M. NO.2.
 RC2599'
 RC2599'STATION PHILIPPI (U.S.E.) WILL SERVE AS THE AZIMUTH MARK.
 RC2599'
 RC2599'TO REACH FROM GOLDENDALE GO 3 MILES S ON U.S. HIGHWAY 97 TO ITS
 RC2599'JUNCTION WITH WASHINGTON HIGHWAY 8E.  TURN LEFT AND GO 8.4 MILES
 RC2599'E ON HIGHWAY 8E TO LANE ON RIGHT LEADING INTO THE DAVENPORT
 RC2599'RANCH.  TURN RIGHT.  GO ABOUT 50 YARDS.  PASS THROUGH WIRE GATE ON
 RC2599'LEFT AND CONTINUE S TO S END OF BARN ON RIGHT.  BEAR RIGHT, W,
 RC2599'ABOUT 0.1 MILE TO N-S FENCE LINE.  GO S UPHILL ALONG E SIDE OF
 RC2599'FENCE 0.9 MILE TO GATE.  PASS THROUGH GATE AND CONTINUE 0.2
 RC2599'MILE S TO ANOTHER GATE.  PASS THROUGH GATE.  TURN RIGHT, AND GO
 RC2599'WSW 0.2 MILE TO STATION, ABOUT 75 YARDS S OF AN E-W FENCE LINE.
 RC2599'PERMISSION SHOULD BE OBTAINED BEFORE PASSING ACROSS THE RANCH TO
 RC2599'STATION.
 RC2599
 RC2599                          STATION RECOVERY (1958)
 RC2599
 RC2599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LGT)
 RC2599'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED BY A.N.S. IN
 RC2599'1942.  DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 RC2599'
 RC2599'TO REACH FROM GOLDENDALE, WASHINGTON, GO SOUTH ON U.S. HIGHWAY 97
 RC2599'TO JUNCTION WITH WASHINGTON STATE HIGHWAY 8, GO EAST 8.4 MILES TO
 RC2599'LANE LEADING SOUTH OF DAVENPORT RANCH.  PROCEED SOUTH ALONG LANE,
 RC2599'AND EAST SIDE OF BARNS TO SOUTH END OF BARNYARD.  BEAR RIGHT
 RC2599'(WEST) ABOUT 0.1 MILE TO NORTH-SOUTH FENCE LINE, THEN GO SOUTH
 RC2599'ALONG FENCE LINE AND FIELD 1.1 MILE TO EAST-WEST FENCE ON TOP OF
 RC2599'RIDGE AND GATE.  GO THROUGH GATE AND 0.2 MILE WEST TO STATION
 RC2599'WHICH IS ABOUT 75 YARDS SOUTH OF EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1723 ***********************************************************************
 SY1723  DESIGNATION -  CLAY
 SY1723  PID         -  SY1723
 SY1723  STATE/COUNTY-  WA/MASON
 SY1723  USGS QUAD   -  SHELTON (1981)
 SY1723
 SY1723                         *CURRENT SURVEY CONTROL
 SY1723  ___________________________________________________________________
 SY1723* NAD 83(1991)-  47 13 15.01432(N)    123 03 24.68114(W)     ADJUSTED  
 SY1723* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SY1723  ___________________________________________________________________
 SY1723  LAPLACE CORR-          -7.76  (seconds)                    DEFLEC99
 SY1723  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SY1723
 SY1723  HORZ ORDER  -  THIRD
 SY1723
 SY1723.The horizontal coordinates were established by classical geodetic methods
 SY1723.and adjusted by the National Geodetic Survey in December 1991..
 SY1723
 SY1723.The orthometric height was scaled from a topographic map.
 SY1723
 SY1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1723
 SY1723.The geoid height was determined by GEOID03.
 SY1723
 SY1723;                    North         East     Units Scale Factor Converg.
 SY1723;SPC WA S     -   212,941.764   306,377.011   MT  0.99997621   -1 51 26.2
 SY1723;SPC WA S     -   698,626.44  1,005,171.91   sFT  0.99997621   -1 51 26.2
 SY1723;UTM  10      - 5,229,707.002   495,695.342   MT  0.99960023   -0 02 30.2
 SY1723
 SY1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1723!SPC WA S     -   1.00000135  x   0.99997621  =   0.99997756
 SY1723!UTM  10      -   1.00000135  x   0.99960023  =   0.99960158
 SY1723
 SY1723|---------------------------------------------------------------------|
 SY1723| PID    Reference Object                     Distance      Geod. Az  |
 SY1723|                                                           dddmmss.s |
 SY1723| DD9544 CLAY RM 1                            19.174 METERS 08916     |
 SY1723| DD9545 CLAY RM 2                             9.387 METERS 15451     |
 SY1723| SY1749 UNIT                                APPROX. 0.5 KM 2340000.3 |
 SY1723|---------------------------------------------------------------------|
 SY1723
 SY1723                          SUPERSEDED SURVEY CONTROL
 SY1723
 SY1723  NAD 83(1986)-  47 13 15.01371(N)    123 03 24.68907(W) AD(       ) 3
 SY1723  NAD 27      -  47 13 15.67000(N)    123 03 20.15100(W) AD(       ) 3
 SY1723
 SY1723.Superseded values are not recommended for survey control.
 SY1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1723.See file dsdata.txt to determine how the superseded data were derived.
 SY1723
 SY1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9569529707(NAD 83)
 SY1723_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1723
 SY1723  HISTORY     - Date     Condition        Report By
 SY1723  HISTORY     - 1936     MONUMENTED       CGS
 SY1723  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1723
 SY1723                          STATION DESCRIPTION
 SY1723
 SY1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1723'THE STATION IS LOCATED ON THE E SIDE OF THE BAY ABOUT 0.8 MILE S
 SY1723'OF THE ENTRANCE TO SWINDEL COVE.  IT IS ABOUT 40 FEET OUTSIDE OF
 SY1723'THE HIGH-WATER LINE AND LEVEL WITH THE BEACH.
 SY1723'
 SY1723'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY1723'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY1723'
 SY1723'REFERENCE MARK NO.1 IS SET N OF THE STATION ABOUT 10 FEET
 SY1723'OUTSIDE OF THE HIGH-WATER LINE AND PROJECTS 6 INCHES ABOVE THE
 SY1723'SURFACE.
 SY1723'
 SY1723'REFERENCE MARK NO.2 IS SET INSHORE FROM THE STATION ABOUT 8 FEET
 SY1723'OUTSIDE OF THE HIGH-WATER LINE AND IS LEVEL WITH THE BEACH.
 SY1723
 SY1723                          STATION RECOVERY (1967)
 SY1723
 SY1723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1723'THE STATION AND REFERENCE MARKS COULD NOT BE FOUND AFTER A 30-MINUTE
 SY1723'SEARCH.  IT IS POSSIBLE THE MARKS ARE STILL IN PLACE BUT COVERED
 SY1723'BY DRIFT AND MUD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5444 ***********************************************************************
 SY5444  DESIGNATION -  CLAY
 SY5444  PID         -  SY5444
 SY5444  STATE/COUNTY-  WA/KITSAP
 SY5444  USGS QUAD   -  POULSBO (1981)
 SY5444
 SY5444                         *CURRENT SURVEY CONTROL
 SY5444  ___________________________________________________________________
 SY5444* NAD 83(1991)-  47 43 29.72925(N)    122 39 33.83139(W)     ADJUSTED  
 SY5444* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5444  ___________________________________________________________________
 SY5444  LAPLACE CORR-         -13.99  (seconds)                    DEFLEC99
 SY5444  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 SY5444
 SY5444  HORZ ORDER  -  SECOND
 SY5444
 SY5444.The horizontal coordinates were established by classical geodetic methods
 SY5444.and adjusted by the National Geodetic Survey in December 1991..
 SY5444
 SY5444.The orthometric height was scaled from a topographic map.
 SY5444
 SY5444.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5444
 SY5444.The geoid height was determined by GEOID03.
 SY5444
 SY5444;                    North         East     Units Scale Factor Converg.
 SY5444;SPC WA N     -    82,223.638   363,024.043   MT  0.99996564   -1 21 34.4
 SY5444;SPC WA N     -   269,762.05  1,191,021.38   sFT  0.99996564   -1 21 34.4
 SY5444;UTM  10      - 5,285,783.668   525,542.162   MT  0.99960802   +0 15 07.3
 SY5444
 SY5444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5444!SPC WA N     -   1.00000322  x   0.99996564  =   0.99996886
 SY5444!UTM  10      -   1.00000322  x   0.99960802  =   0.99961124
 SY5444
 SY5444:                Primary Azimuth Mark                     Grid Az
 SY5444:SPC WA N     -  POULSBO HIGH SCHOOL FLAGPOLE             025 24 42.6
 SY5444:UTM  10      -  POULSBO HIGH SCHOOL FLAGPOLE             023 48 00.9
 SY5444
 SY5444|---------------------------------------------------------------------|
 SY5444| PID    Reference Object                     Distance      Geod. Az  |
 SY5444|                                                           dddmmss.s |
 SY5444| SY5428 POULSBO HIGH SCHOOL FLAGPOLE        APPROX. 1.9 KM 0240308.2 |
 SY5444| SY5421 POULSBO FREE LUTH CHURCH SPIRE      APPROX. 1.5 KM 0320009.6 |
 SY5444| SY5459 POULSBO SONS NORWAY HALL SW GB      APPROX. 1.4 KM 0370911.9 |
 SY5444| SY5460 POULSBO NORTH BREAKWATER LT D       APPROX. 1.1 KM 0431332.7 |
 SY5444| SY5409 POULSBO UNITED LUTH CH SPIRE        APPROX. 1.6 KM 0481747.7 |
 SY5444| SY5458 POULSBO MIDDLE BREAKWATER LT C      APPROX. 1.1 KM 0540725.6 |
 SY5444| SY5455 POULSBO ENTRANCE LIGHT A            APPROX. 1.2 KM 0555822.5 |
 SY5444| SY5456 POULSBO SOUTH BREAKWATER LT B       APPROX. 1.2 KM 0564504.2 |
 SY5444| SY5453 POULSBO MARINE ENVIR CT S 1OF3      APPROX. 1.5 KM 0933804.1 |
 SY5444| CF7278 CLAY RM 1                             6.851 METERS 18541     |
 SY5444| SY5446 STREAM 2                            APPROX. 0.9 KM 3570016.4 |
 SY5444|---------------------------------------------------------------------|
 SY5444
 SY5444                          SUPERSEDED SURVEY CONTROL
 SY5444
 SY5444  NAD 83(1986)-  47 43 29.72534(N)    122 39 33.83690(W) AD(       ) 2
 SY5444  NAD 27      -  47 43 30.38100(N)    122 39 29.31000(W) AD(       ) 2
 SY5444
 SY5444.Superseded values are not recommended for survey control.
 SY5444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5444.See file dsdata.txt to determine how the superseded data were derived.
 SY5444
 SY5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2554285784(NAD 83)
 SY5444_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5444
 SY5444  HISTORY     - Date     Condition        Report By
 SY5444  HISTORY     - 1934     MONUMENTED       CGS
 SY5444  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY5444  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY5444  HISTORY     - 20010806 MARK NOT FOUND   NGS
 SY5444  HISTORY     - 20010815 MARK NOT FOUND   NGS
 SY5444  HISTORY     - 20051020 MARK NOT FOUND   USPSQD
 SY5444
 SY5444                          STATION DESCRIPTION
 SY5444
 SY5444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5444'ON THE W SIDE OF LIBERTY BAY ABOUT 1/2 MILE S OF A SMALL STREAM
 SY5444'CROSSED BY A HIGHWAY BRIDGE AND ABOUT 10 METERS S OF WHERE A CUT
 SY5444'FOR THE HIGHWAY, IN THE END OF THE RIDGE, SHOWS THROUGH
 SY5444'CLEAR.  STATION IS ON THE HIGH-WATER LINE AND 3.2 METERS FROM THE
 SY5444'BASE OF THE CLAY BLUFF.
 SY5444'
 SY5444'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5444'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 SY5444'
 SY5444'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A CONCRETE BLOCK S
 SY5444'OF THE STATION 6.854 METERS AND ABOUT 1 METER OFF THE BLUFF LINE.
 SY5444
 SY5444                          STATION RECOVERY (1955)
 SY5444
 SY5444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FKT)
 SY5444'LETTER OF MR. FLOYD K. TROY, TOWN ENGINEER, POULSBO, WASHINGTON,
 SY5444'DATED 5/19/55.
 SY5444'
 SY5444'THE STATION AND REFERENCE MARK WERE FOUND IN EXCELLENT CONDITION,
 SY5444'ALTHOUGH THE STATION WAS UNDER ABOUT 3 INCHES OF SAND SLOUGHAGE
 SY5444'FROM THE BLUFF.
 SY5444
 SY5444                          STATION RECOVERY (1972)
 SY5444
 SY5444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RBM)
 SY5444'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 SY5444'CONDITION.  LOCATED ABOUT 1 MILE SOUTHWEST OF POULSBO, ABOUT 3/8
 SY5444'MILE NORTH OF THE POINT AT SCANDIA, ALONG THE A FAIRLY STRAIGHT
 SY5444'STRETCH OF BEACH, BACKED BY A LOW BLUFF AND TIMBER AND ON THE
 SY5444'BEACH NEAR THE MEAN HIGH WATER LINE.
 SY5444'
 SY5444'THE STATION IS A STANDARD DISK STAMPED CLAY 1934 SET IN THE TOP OF
 SY5444'A 10 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF THE
 SY5444'BEACH AND ABOUT 4 METERS EAST OF THE BASE OF THE BLUFF.
 SY5444'
 SY5444'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLAY 1 1934 SET IN THE
 SY5444'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 5 INCHES ABOVE
 SY5444'THE SURFACE OF THE BEACH AND 2 METERS EAST OF THE BASE OF THE
 SY5444'BLUFF.
 SY5444'
 SY5444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY5444'1 MILE SOUTHWEST OF POULSBO.
 SY5444
 SY5444                          STATION RECOVERY (2001)
 SY5444
 SY5444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5444'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5444
 SY5444                          STATION RECOVERY (2001)
 SY5444
 SY5444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5444'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5444
 SY5444                          STATION RECOVERY (2005)
 SY5444
 SY5444'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY5444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3615 ***********************************************************************
 SY3615  DESIGNATION -  CLAY 1919
 SY3615  PID         -  SY3615
 SY3615  STATE/COUNTY-  WA/KING
 SY3615  USGS QUAD   -  AUBURN (1994)
 SY3615
 SY3615                         *CURRENT SURVEY CONTROL
 SY3615  ___________________________________________________________________
 SY3615* NAD 83(1991)-  47 32 02.87381(N)    122 12 48.85436(W)     ADJUSTED  
 SY3615* NAVD 88     -         7.43   (+/-2cm)      24.4    (feet)  VERTCON   
 SY3615  ___________________________________________________________________
 SY3615  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 SY3615  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY3615
 SY3615  HORZ ORDER  -  THIRD
 SY3615  VERT ORDER  -  THIRD ? (See Below)
 SY3615
 SY3615.The horizontal coordinates were established by classical geodetic methods
 SY3615.and adjusted by the National Geodetic Survey in December 1991..
 SY3615
 SY3615.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3615.The vertical order pertains to the NGVD 29 superseded value.
 SY3615
 SY3615.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3615
 SY3615.The geoid height was determined by GEOID03.
 SY3615
 SY3615;                    North         East     Units Scale Factor Converg.
 SY3615;SPC WA N     -    60,317.843   396,081.628   MT  0.99999381   -1 01 39.4
 SY3615;SPC WA N     -   197,892.79  1,299,477.81   sFT  0.99999381   -1 01 39.4
 SY3615;UTM  10      - 5,264,822.665   559,190.132   MT  0.99964305   +0 34 48.5
 SY3615
 SY3615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3615!SPC WA N     -   1.00000249  x   0.99999381  =   0.99999630
 SY3615!UTM  10      -   1.00000249  x   0.99964305  =   0.99964554
 SY3615
 SY3615:                Primary Azimuth Mark                     Grid Az
 SY3615:SPC WA N     -  BRICK COVERED TANK                       075 50 55.3
 SY3615:UTM  10      -  BRICK COVERED TANK                       074 14 27.4
 SY3615
 SY3615|---------------------------------------------------------------------|
 SY3615| PID    Reference Object                     Distance      Geod. Az  |
 SY3615|                                                           dddmmss.s |
 SY3615| SY3621 BRICK COVERED TANK                  APPROX. 1.3 KM 0744915.9 |
 SY3615| SY3618 MAY                                 APPROX. 1.0 KM 1003853.5 |
 SY3615| SY3620 SHED WEST GABLE                     APPROX. 1.5 KM 1694716.5 |
 SY3615|---------------------------------------------------------------------|
 SY3615
 SY3615                          SUPERSEDED SURVEY CONTROL
 SY3615
 SY3615  NAD 83(1986)-  47 32 02.86727(N)    122 12 48.86121(W) AD(       ) 3
 SY3615  NAD 27      -  47 32 03.51200(N)    122 12 44.42400(W) AD(       ) 3
 SY3615  NGVD 29 (07/19/86)    6.34   (m)           20.8    (f) LEVELING    3  
 SY3615
 SY3615.Superseded values are not recommended for survey control.
 SY3615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3615.See file dsdata.txt to determine how the superseded data were derived.
 SY3615
 SY3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5919064823(NAD 83)
 SY3615_MARKER: Z = SEE DESCRIPTION
 SY3615_SETTING: 0 = UNSPECIFIED SETTING
 SY3615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3615
 SY3615  HISTORY     - Date     Condition        Report By
 SY3615  HISTORY     - 1919     MONUMENTED       CGS
 SY3615  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY3615
 SY3615                          STATION DESCRIPTION
 SY3615
 SY3615'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3615'THIS IS A MAIN SCHEME STATION LOCATED ON THE E SHORE OF MERCER
 SY3615'ISLAND ABOUT 7/8 MILE FROM THE EXTREME S POINT OF MERCER ISLAND,
 SY3615'AND DIRECTLY W OF MAY CREEK OF THE MAINLAND.
 SY3615'
 SY3615'IT IS MARKED BY A REGULATION BRONZE DISK SET IN THE TOP OF A
 SY3615'CYLINDRICAL CONCRETE MOLD POURED IN PLACE ON A FLAT GRASSY TERRAIN
 SY3615'ABOUT 20 FEET FROM THE WATERS EDGE AND AT AN ELEVATION OF ABOUT 8
 SY3615'FEET.  NAME AND YEAR STAMPED THEREON.
 SY3615'
 SY3615'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 SY3615'DESCRIBED IN NOTE 11B.
 SY3615
 SY3615                          STATION RECOVERY (1956)
 SY3615
 SY3615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WH)
 SY3615'ON THE E SHORE OF MERCER ISLAND, ABOUT 7/8 MI. NE OF THE EXTREME
 SY3615'S POINT OF THE ISLAND, AND WAS PLACED 20 FT. FROM THE WATERS EDGE,
 SY3615'5 FT. ABOVE LAKE LEVEL.  THE MARK WAS SEARCHED FOR, NOT
 SY3615'RECOVERED.  SOME LANDSCAPING FOR A RESIDENCE HAS OCCURRED IN THE
 SY3615'VICINITY AND MARK MAY BE COVERED.  EVIDENCE DOES NOT INDICATE
 SY3615'THAT EITHER THE STATION MARK OR REFERENCE MARKS HAVE BEEN
 SY3615'DESTROYED, BUT IS TEMPORARILY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1202 ***********************************************************************
 TR1202  DESIGNATION -  CLAY JONES
 TR1202  PID         -  TR1202
 TR1202  STATE/COUNTY-  WA/SKAGIT
 TR1202  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1202
 TR1202                         *CURRENT SURVEY CONTROL
 TR1202  ___________________________________________________________________
 TR1202* NAD 83(1991)-  48 27 55.46219(N)    122 34 51.56191(W)     ADJUSTED  
 TR1202* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1202  ___________________________________________________________________
 TR1202  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 TR1202  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 TR1202
 TR1202  HORZ ORDER  -  THIRD
 TR1202
 TR1202.The horizontal coordinates were established by classical geodetic methods
 TR1202.and adjusted by the National Geodetic Survey in December 1991..
 TR1202
 TR1202.The orthometric height was scaled from a topographic map.
 TR1202
 TR1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1202
 TR1202.The geoid height was determined by GEOID03.
 TR1202
 TR1202;                    North         East     Units Scale Factor Converg.
 TR1202;SPC WA N     -   164,397.400   370,774.089   MT  0.99996063   -1 18 04.2
 TR1202;SPC WA N     -   539,360.47  1,216,447.99   sFT  0.99996063   -1 18 04.2
 TR1202;UTM  10      - 5,368,115.072   530,974.110   MT  0.99961179   +0 18 49.2
 TR1202
 TR1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1202!SPC WA N     -   1.00000310  x   0.99996063  =   0.99996373
 TR1202!UTM  10      -   1.00000310  x   0.99961179  =   0.99961489
 TR1202
 TR1202:                Primary Azimuth Mark                     Grid Az
 TR1202:SPC WA N     -  FIDALGO ISLAND WINDMILL TANK             102 01 15.0
 TR1202:UTM  10      -  FIDALGO ISLAND WINDMILL TANK             100 24 21.6
 TR1202
 TR1202|---------------------------------------------------------------------|
 TR1202| PID    Reference Object                     Distance      Geod. Az  |
 TR1202|                                                           dddmmss.s |
 TR1202| TR1240 FIDALGO ISLAND WINDMILL TANK        APPROX. 0.9 KM 1004310.8 |
 TR1202| CF7688 CLAY JONES RM 1                       5.755 METERS 11334     |
 TR1202| CF7689 CLAY JONES RM 2                      10.215 METERS 25311     |
 TR1202| TR1211 FID                                 APPROX. 0.7 KM 3280512.0 |
 TR1202| TR1233 ANACORTES PLYWOOD CO STACK          APPROX. 3.6 KM 3352317.7 |
 TR1202| TR1899 ANACORTES MORRISON MILL CO TK       APPROX. 5.2 KM 3361235.4 |
 TR1202| TR1903 ANACORTES MORRISON CO WOOD TK       APPROX. 5.3 KM 3385041.9 |
 TR1202| TR1905 ANACORTES MORRISON CO BRK STK       APPROX. 5.3 KM 3391454.8 |
 TR1202| TR1906 ANACORTES MORRISON MILL CO STK      APPROX. 5.3 KM 3391928.7 |
 TR1202|---------------------------------------------------------------------|
 TR1202
 TR1202                          SUPERSEDED SURVEY CONTROL
 TR1202
 TR1202  NAD 83(1986)-  48 27 55.46828(N)    122 34 51.56754(W) AD(       ) 3
 TR1202  NAD 27      -  48 27 56.08500(N)    122 34 46.95900(W) AD(       ) 3
 TR1202
 TR1202.Superseded values are not recommended for survey control.
 TR1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1202.See file dsdata.txt to determine how the superseded data were derived.
 TR1202
 TR1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3097468115(NAD 83)
 TR1202_MARKER: DS = TRIANGULATION STATION DISK
 TR1202_SETTING: 66 = SET IN ROCK OUTCROP
 TR1202
 TR1202  HISTORY     - Date     Condition        Report By
 TR1202  HISTORY     - 1940     MONUMENTED       CGS
 TR1202  HISTORY     - 1953     GOOD             CGS
 TR1202  HISTORY     - 1955     GOOD             CGS
 TR1202  HISTORY     - 1983     GOOD             USPSQD
 TR1202  HISTORY     - 1988     GOOD             USPSQD
 TR1202
 TR1202                          STATION DESCRIPTION
 TR1202
 TR1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (BHR)
 TR1202'ON SOUTH SIDE OF FIDALGO BAY ON NORTH TIP OF TREE-COVERED POINT
 TR1202'THAT MAKES OUT FROM THE HEAD OF THE BAY.  THIS POINT IS ROCKY
 TR1202'AND IS THE ONLY POINT AT THE SOUTH END.  THE MARK IS 6 FEET ABOVE
 TR1202'MEAN HIGH WATER AND 4 METERS FROM HIGH WATER LINE, A BLAZE ON
 TR1202'THE NORTHERNMOST TREE IS DISTANT 10.55 METERS.  MARK IS STANDARD
 TR1202'DISK STAMPED CLAY JONES 1940 CEMENTED IN DRILL HOLE IN SLOPING
 TR1202'ROCK OUTCROP THAT EROSION MAY COVER WITH SOIL AND MOSS.
 TR1202'
 TR1202'REFERENCE MARK NO. 1 IS STANDARD DISK STAMPED NO. 1 1940 CEMENTED
 TR1202'IN DRILL HOLE IN TOP OF GREY GRANITE BOULDER THAT IS SOUTHWEST OF
 TR1202'STATION.  THIS BOULDER IS 4 FEET HIGH, 4 METERS FROM HIGH WATER
 TR1202'LINE AND HAS A TRIANGULAR-SHAPED TOP.
 TR1202'
 TR1202'REFERENCE MARK NO. 2 IS STANDARD DISK STAMPED NO. 2 1940 CEMENTED
 TR1202'IN DRILL HOLE IN SLOPING ROCK OUTCROP SOUTHEASTERLY OF STATION.  THE
 TR1202'MARK IS 4 FEET ABOVE MEAN HIGH WATER AND 1-1/2 METERS FROM HIGH
 TR1202'WATER LINE.
 TR1202
 TR1202                          STATION RECOVERY (1953)
 TR1202
 TR1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1202'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A COMPLETE DESCRIPTION
 TR1202'FOLLOWS--
 TR1202'
 TR1202'ON SOUTH SIDE OF FIDALGO BAY ON NORTH TIP OF TREE-COVERED POINT
 TR1202'THAT MAKES OUT FROM HEAD OF BAY.  THIS POINT IS ROCKY AND ONLY
 TR1202'POINT AT THE SOUTH END OF BAY.  MARK IS ABOUT 6 FEET ABOVE MEAN
 TR1202'HIGH WATER AND 4 METERS INSHORE FROM HIGH WATER LINE, A BLAZE ON
 TR1202'NORTHERNMOST TREE (12 INCH FIR) ON POINT IS 5.65 METERS FROM MARK
 TR1202'AND NOT 10.55 METERS AS PREVIOUSLY DESCRIBED.  A STANDARD DISK
 TR1202'STAMPED CLAY JONES 1940 CEMENTED IN DRILL HOLE IN SLOPING ROCK
 TR1202'OUTCROP THAT EROSION MAY COVER WITH SOIL AND MOSS.
 TR1202'
 TR1202'R.M. 1 IS A STANDARD DISK STAMPED NO 1 1940 CEMENTED IN DRILL
 TR1202'HOLE IN TOP OF GREY BOULDER SOUTHWEST OF STATION.  BOULDER IS 4
 TR1202'FEET HIGH, 4 METERS FROM HIGH WATER LINE AND HAS A
 TR1202'TRIANGULAR-SHAPED TOP.
 TR1202'
 TR1202'R.M. 2 IS A STANDARD DISK STAMPED NO 2 1940 CEMENTED IN DRILL HOLE
 TR1202'IN SLOPING ROCK OUTCROP AT 45 DEGREE ANGLE TO HORIZONTAL AND
 TR1202'SELY OF STATION.  4 FEET ABOVE MEAN HIGH WATER AND 1-1/2 METERS
 TR1202'FROM HIGH WATER LINE.
 TR1202'
 TR1202'REFERENCE MARK DISTANCES WERE CHECKED BUT DIRECTIONS WERE NOT
 TR1202'CHECKED.
 TR1202
 TR1202                          STATION RECOVERY (1955)
 TR1202
 TR1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1202'STATION RECOVERED AS DESCRIBED.  1940 DESCRIPTION IS ADEQUATE.  ALL
 TR1202'MARKS FOUND IN GOOD CONDITION.  NO MEASUREMENTS OF DIRECTIONS OR
 TR1202'DISTANCES WERE MADE.
 TR1202
 TR1202                          STATION RECOVERY (1983)
 TR1202
 TR1202'RECOVERY NOTE BY US POWER SQUADRON 1983 (MEH)
 TR1202'CLAY 1940 RECOVERED GOOD.
 TR1202'
 TR1202'NO 2 1940 RECOVERED GOOD.
 TR1202'
 TR1202'NO 1 1940 NOT RECOVERED.
 TR1202'
 TR1202'RAN SEXTANT ANGLE FROM FID AND DISTANCE TO R.M. 1 POSITION.  BOULDER
 TR1202'AS DESCRIBED APPEARS TO HAVE BROKEN LOOSE AND ROLLED TOP DOWN.  SOME
 TR1202'DIGGING UNDER FAILED TO CONFIRM, BUT WOULD NEED NEW R.M. ANYWAY.
 TR1202
 TR1202                          STATION RECOVERY (1988)
 TR1202
 TR1202'RECOVERY NOTE BY US POWER SQUADRON 1988 (PHK)
 TR1202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0424 ***********************************************************************
 SX0424  DESIGNATION -  CLE ELUM A
 SX0424  PID         -  SX0424
 SX0424  STATE/COUNTY-  WA/KITTITAS
 SX0424  USGS QUAD   -  CLE ELUM (1984)
 SX0424
 SX0424                         *CURRENT SURVEY CONTROL
 SX0424  ___________________________________________________________________
 SX0424* NAD 83(1986)-  47 11 26.     (N)    120 53 02.     (W)     SCALED    
 SX0424* NAVD 88     -       589.422  (meters)    1933.80   (feet)  POSTED    
 SX0424  ___________________________________________________________________
 SX0424  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 SX0424  DYNAMIC HT  -         589.430 (meters)    1933.82  (feet)  COMP
 SX0424  MODELED GRAV-     980,609.2   (mgal)                       NAVD 88
 SX0424
 SX0424  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SX0424
 SX0424.The horizontal coordinates were scaled from a topographic map and have
 SX0424.an estimated accuracy of +/- 6 seconds.
 SX0424
 SX0424.The orthometric height was determined by differential leveling
 SX0424.and adjusted by the National Geodetic Survey in 1992..
 SX0424.No vertical observational check was made to the station.
 SX0424.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SX0424.was located on a no-check spur therefore a value was not computed.
 SX0424
 SX0424.The geoid height was determined by GEOID03.
 SX0424
 SX0424.The dynamic height is computed by dividing the NAVD 88
 SX0424.geopotential number by the normal gravity value computed on the
 SX0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0424.degrees latitude (g = 980.6199 gals.).
 SX0424
 SX0424.The modeled gravity was interpolated from observed gravity values.
 SX0424
 SX0424;                    North         East    Units  Estimated Accuracy
 SX0424;SPC WA S     -   206,510.      470,910.      MT  (+/- 180 meters Scaled)
 SX0424
 SX0424                          SUPERSEDED SURVEY CONTROL
 SX0424
 SX0424  NGVD 29 (??/??/92)  588.269  (m)         1930.01   (f) ADJ UNCH    1 2
 SX0424
 SX0424.Superseded values are not recommended for survey control.
 SX0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0424.See file dsdata.txt to determine how the superseded data were derived.
 SX0424
 SX0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT603285(NAD 83)
 SX0424_MARKER: DB = BENCH MARK DISK
 SX0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0424_STAMPING: CLE ELUM A 1944
 SX0424_MARK LOGO: CGS   
 SX0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0424+STABILITY: SURFACE MOTION
 SX0424
 SX0424  HISTORY     - Date     Condition        Report By
 SX0424  HISTORY     - 1944     MONUMENTED       CGS
 SX0424  HISTORY     - 1982     GOOD             NGS
 SX0424  HISTORY     - 1987     GOOD             USPSQD
 SX0424  HISTORY     - 1989     GOOD             USPSQD
 SX0424
 SX0424                          STATION DESCRIPTION
 SX0424
 SX0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0424'1.3 MI SE FROM CLE ELUM.
 SX0424'1.3 MILES SOUTHEAST ALONG FIRST STREET (U.S. HIGHWAY 10) FROM THE
 SX0424'INTERSECTION OF PENNSYLVANIA AVENUE AT CLE ELUM KITTITAS COUNTY, 1.4
 SX0424'MILES EAST ALONG A GRAVEL ROAD, AND 0.3 MILE NORTHWEST ALONG THE
 SX0424'AIRPORT ROAD.  AT CLE ELUM AIRPORT, AT THE ENTRANCE TO THE FIELD, 89
 SX0424'FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE OFFICE, 20 FEET EAST OF
 SX0424'THE CENTERLINE OF THE ROAD, AND 2.2 FEET EAST OF A WHITE WOODEN
 SX0424'WITNESS POST.  A STANDARD DISK, STAMPED CLE ELUM A 1944 AND SET IN THE
 SX0424'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 SX0424
 SX0424                          STATION RECOVERY (1982)
 SX0424
 SX0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0424'RECOVERED IN GOOD CONDITION.
 SX0424
 SX0424                          STATION RECOVERY (1987)
 SX0424
 SX0424'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX0424'RECOVERED IN GOOD CONDITION.
 SX0424
 SX0424                          STATION RECOVERY (1989)
 SX0424
 SX0424'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 SX0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0417 ***********************************************************************
 SX0417  DESIGNATION -  CLE ELUM AZ MK
 SX0417  PID         -  SX0417
 SX0417  STATE/COUNTY-  WA/KITTITAS
 SX0417  USGS QUAD   -  CLE ELUM (1984)
 SX0417
 SX0417                         *CURRENT SURVEY CONTROL
 SX0417  ___________________________________________________________________
 SX0417* NAD 83(1986)-  47 11 12.     (N)    120 57 05.     (W)     SCALED    
 SX0417* NAVD 88     -       586.441  (meters)    1924.02   (feet)  ADJUSTED  
 SX0417  ___________________________________________________________________
 SX0417  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SX0417  DYNAMIC HT  -         586.443 (meters)    1924.02  (feet)  COMP
 SX0417  MODELED GRAV-     980,599.8   (mgal)                       NAVD 88
 SX0417
 SX0417  VERT ORDER  -  FIRST     CLASS II
 SX0417
 SX0417.The horizontal coordinates were scaled from a topographic map and have
 SX0417.an estimated accuracy of +/- 6 seconds.
 SX0417
 SX0417.The orthometric height was determined by differential leveling
 SX0417.and adjusted by the National Geodetic Survey in June 1991..
 SX0417
 SX0417.The geoid height was determined by GEOID03.
 SX0417
 SX0417.The dynamic height is computed by dividing the NAVD 88
 SX0417.geopotential number by the normal gravity value computed on the
 SX0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0417.degrees latitude (g = 980.6199 gals.).
 SX0417
 SX0417.The modeled gravity was interpolated from observed gravity values.
 SX0417
 SX0417;                    North         East    Units  Estimated Accuracy
 SX0417;SPC WA S     -   206,100.      465,790.      MT  (+/- 180 meters Scaled)
 SX0417
 SX0417                          SUPERSEDED SURVEY CONTROL
 SX0417
 SX0417  NGVD 29 (??/??/92)  585.274  (m)         1920.19   (f) ADJ UNCH    1 2
 SX0417
 SX0417.Superseded values are not recommended for survey control.
 SX0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0417.See file dsdata.txt to determine how the superseded data were derived.
 SX0417
 SX0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT552279(NAD 83)
 SX0417_MARKER: DZ = AZIMUTH MARK DISK
 SX0417_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SX0417_SP_SET: DRILL HOLE IN FOOTING
 SX0417_STAMPING: CLE ELUM 1941
 SX0417_MARK LOGO: CGS   
 SX0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0417+STABILITY: SURFACE MOTION
 SX0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX0417+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1989
 SX0417
 SX0417  HISTORY     - Date     Condition        Report By
 SX0417  HISTORY     - 1941     MONUMENTED       CGS
 SX0417  HISTORY     - 1982     GOOD             NGS
 SX0417  HISTORY     - 1982     GOOD             NGS
 SX0417  HISTORY     - 1989     GOOD             USPSQD
 SX0417  HISTORY     - 19890810 GOOD             NGS
 SX0417
 SX0417                          STATION DESCRIPTION
 SX0417
 SX0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 SX0417'IN SOUTH CLE ELUM.
 SX0417'AT SOUTH CLE ELUM, KITTITAS COUNTY, 400 FEET SOUTH OF THE BRICK SCHOOL
 SX0417'BUILDING, AT A FIRE STATION, 12 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 SX0417'CORNER OF THE BUILDING, 23 FEET EAST OF THE CENTERLINE OF THE STREET,
 SX0417'IN THE CIRCULAR BASE OF AN OLD FLAGPOLE, AND 1 FOOT SOUTHEAST OF THE
 SX0417'SOUTHEAST INSIDE EDGE OF THE BASE.  A STANDARD AZIMUTH-MARK DISK,
 SX0417'STAMPED CLE ELUM 1941.
 SX0417
 SX0417                          STATION RECOVERY (1982)
 SX0417
 SX0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0417'RECOVERED IN GOOD CONDITION.
 SX0417
 SX0417                          STATION RECOVERY (1982)
 SX0417
 SX0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0417'RECOVERED IN GOOD CONDITION.
 SX0417
 SX0417                          STATION RECOVERY (1989)
 SX0417
 SX0417'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBD)
 SX0417'RECOVERED IN GOOD CONDITION.
 SX0417
 SX0417                          STATION RECOVERY (1989)
 SX0417
 SX0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SX0417'THE STATION IS LOCATED AT THE CITY HALL AND FIRE STATION IN SOUTH CLE
 SX0417'ELUM.
 SX0417'TO REACH FROM  THE POST OFFICE IN SOUTH CLE ELUM, GO EAST FOR 0.08 KM
 SX0417'(0.05 MI) TO THE MARK ON THE RIGHT.
 SX0417'THE MARK IS SET IN A DRILL HOLE ON A 6 FT (1.8 M) ROUND CONCRETE
 SX0417'FOOTING.  IT IS 26.5 M (86.9 FT) NORTH OF THE CENTER OF CLEVELAND
 SX0417'AVENUE, 8.8 M (28.9 FT) EAST OF THE CENTER OF SIXTH STREET AND 5.5 M
 SX0417'(18.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CITY HALL
 SX0417'AND FIRE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1178 ***********************************************************************
 SX1178  DESIGNATION -  CLE ELUM RESET
 SX1178  PID         -  SX1178
 SX1178  STATE/COUNTY-  WA/KITTITAS
 SX1178  USGS QUAD   -  CLE ELUM (1984)
 SX1178
 SX1178                         *CURRENT SURVEY CONTROL
 SX1178  ___________________________________________________________________
 SX1178* NAD 83(1991)-  47 10 52.72662(N)    120 57 09.67051(W)     ADJUSTED  
 SX1178* NAVD 88     -       629.     (meters)    2064.     (feet)  SCALED    
 SX1178  ___________________________________________________________________
 SX1178  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 SX1178  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SX1178
 SX1178  HORZ ORDER  -  FIRST
 SX1178
 SX1178.The horizontal coordinates were established by classical geodetic methods
 SX1178.and adjusted by the National Geodetic Survey in December 1991..
 SX1178
 SX1178.The orthometric height was scaled from a topographic map.
 SX1178
 SX1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1178
 SX1178.The geoid height was determined by GEOID03.
 SX1178
 SX1178;                    North         East     Units Scale Factor Converg.
 SX1178;SPC WA S     -   205,507.735   465,688.401   MT  0.99996877   -0 19 43.8
 SX1178;SPC WA S     -   674,236.63  1,527,846.03   sFT  0.99996877   -0 19 43.8
 SX1178;UTM  10      - 5,227,346.325   655,118.407   MT  0.99989572   +1 30 07.3
 SX1178
 SX1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1178!SPC WA S     -   0.99990441  x   0.99996877  =   0.99987318
 SX1178!UTM  10      -   0.99990441  x   0.99989572  =   0.99980014
 SX1178
 SX1178:                Primary Azimuth Mark                     Grid Az
 SX1178:SPC WA S     -  CLE ELUM AZ MK                           006 04 31.8
 SX1178:UTM  10      -  CLE ELUM AZ MK                           004 14 40.7
 SX1178
 SX1178|---------------------------------------------------------------------|
 SX1178| PID    Reference Object                     Distance      Geod. Az  |
 SX1178|                                                           dddmmss.s |
 SX1178| SX0417 CLE ELUM AZ MK                                     0054448.0 |
 SX1178| SX1604 CLE ELUM RM 1                         7.606 METERS 02941     |
 SX1178| SX1184 REDTOP FOREST SERVICE LOOKOUT       APPROX.19.8 KM 0471612.1 |
 SX1178| SX1148 LION ROCK LOOKOUT                   APPROX.28.9 KM 0740015.4 |
 SX1178| SX1605 CLE ELUM RM 2                         5.660 METERS 26607     |
 SX1178| SX1606 CLE ELUM RM 3                        14.866 METERS 26615     |
 SX1178| SX1239 SEATTLE SPOKANE AIRWAY BCN 6        APPROX. 8.2 KM 2884232.3 |
 SX1178| CF3989 CLE ELUM WP                                        31208     |
 SX1178|---------------------------------------------------------------------|
 SX1178
 SX1178                          SUPERSEDED SURVEY CONTROL
 SX1178
 SX1178  NAD 83(1986)-  47 10 52.73106(N)    120 57 09.65780(W) AD(       ) 1
 SX1178  NAD 27      -  47 10 53.29800(N)    120 57 05.36500(W) AD(       ) 1
 SX1178
 SX1178.Superseded values are not recommended for survey control.
 SX1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1178.See file dsdata.txt to determine how the superseded data were derived.
 SX1178
 SX1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5511827346(NAD 83)
 SX1178_MARKER: DS = TRIANGULATION STATION DISK
 SX1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1178_SP_SET: CONCRETE POST
 SX1178_STAMPING: CLE ELUM 1941 1973
 SX1178_MARK LOGO: NGS   
 SX1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1178+STABILITY: SURFACE MOTION
 SX1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX1178+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1989
 SX1178
 SX1178  HISTORY     - Date     Condition        Report By
 SX1178  HISTORY     - 1941     MONUMENTED       CGS
 SX1178  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SX1178  HISTORY     - 1965     SEE DESCRIPTION  LOCENG
 SX1178  HISTORY     - 1967     GOOD             CGS
 SX1178  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SX1178  HISTORY     - 1973     GOOD             NGS
 SX1178  HISTORY     - 1984     GOOD             USPSQD
 SX1178  HISTORY     - 19890810 GOOD             NGS
 SX1178
 SX1178                          STATION DESCRIPTION
 SX1178
 SX1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SX1178'STATION IS LOCATED IN THE YAKIMA RIVER VALLEY, ON THE S SIDE OF
 SX1178'SOUTH CLE ELUM, ABOUT 1 MILE SW OF CLE ELUM, 1/4 MILE SE OF THE
 SX1178'MILWAUKEE DEPOT IN SOUTH CLE ELUM AND ABOUT 200 FEET ABOVE IT, ON
 SX1178'THE NW EDGE OF A PROMINENT BENCH ABOVE THE RIVER FLATS.  IT
 SX1178'OVERLOOKS ALL OF SOUTH CLE ELUM, BUT THE GREATER PART OF CLE ELUM IS
 SX1178'OBSTRUCTED BY TREES ON THE SLOPE OF THE BENCH.
 SX1178'
 SX1178'THE STATION IS IN THE NW CORNER OF THE CULTIVATED FIELD ON THE
 SX1178'LEFT, 15 FEET S OF THE ROAD, 9 FEET S OF WIRE FENCE, 10.7 FEET SE
 SX1178'OF A WHITE WITNESS POST THAT STANDS IN THE FENCE LINE, AND 12 FEET
 SX1178'NW OF AN IRRIGATION DITCH.
 SX1178'
 SX1178'SURFACE MARK, A STANDARD DISK, IS STAMPED CLE ELUM 1941, SET IN A
 SX1178'CONCRETE BLOCK THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 SX1178'
 SX1178'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 SX1178'
 SX1178'REFERENCE MARK NO.1, A STANDARD REFERENCE DISK STAMPED CLE ELUM NO.1
 SX1178'1941, SET IN TOP OF A CONCRETE BLOCK THAT PROJECTS 4 INCHES, IS IN
 SX1178'THE FENCE LINE, 10 FEET S OF THE ROAD.
 SX1178'
 SX1178'REFERENCE MARK NO.2, A STANDARD REFERENCE DISK, STAMPED CLE ELUM
 SX1178'NO.2 1941, SET IN TOP OF A CONCRETE BLOCK THAT PROJECTS 2 INCHES, IS
 SX1178'IN THE FENCE LINE, 7 FEET SE OF THE ROAD.
 SX1178'
 SX1178'THE AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, ABOUT 100 YARDS
 SX1178'SSE OF THE BRICK SCHOOLHOUSE IN SOUTH CLE ELUM, ABOUT 27 FEET E OF
 SX1178'CENTER LINE OF N-S STREET, AND ABOUT 84 FEET N OF CENTER LINE OF AN
 SX1178'E-W STREET, 15 FEET SW OF THE SW CORNER OF THE OLD FIRE HOUSE, AND
 SX1178'8 FEET WNW OF A FENCE CORNER.  IT IS A STANDARD AZIMUTH MARK DISK
 SX1178'STAMPED CLE ELUM 1941, SET IN A CONCRETE SLAB THAT FORMERLY
 SX1178'SURROUNDED A FLAGPOLE.  THE MARK IS 18 INCHES NW OF THE SE EDGE OF
 SX1178'THE SLAB, WHICH IS 6 FEET IN DIAMETER.
 SX1178'
 SX1178'TO REACH FROM CLE ELUM, GO NW ON U.S. HIGHWAY 10 FROM RAILROAD
 SX1178'CROSSING IN W END OF TOWN 0.1 MILE.  TAKE PAVED ROAD LEFT, LEAVING
 SX1178'U.S. HIGHWAY AT SIGN RIVERSIDE CABINS, FOR 0.7 MILE, CROSSING
 SX1178'RIVER, TO A T-INTERSECTION AT RAILROAD TRACKS IN SOUTH CLE ELUM.
 SX1178'TURN LEFT AND GO E AND SE ON A GRAVEL ROAD (THE WEST SIDE ROAD) 0.5
 SX1178'MILE TO A FORKS ABOVE A GRAVEL PIT.  TAKE RIGHT FORK W 0.1 MILE.
 SX1178'KEEP STRAIGHT AHEAD (W) AT LEFT FORK FOLLOWING TELEPHONE LINE 0.4
 SX1178'MILE TO WHITE HOUSE ON THE LEFT.  FROM HERE CONTINUE W ON A NARROW
 SX1178'ROAD ALONG THE EDGE OF THE BLUFF 0.1 MILE TO THE CORNER AT THE POINT
 SX1178'OF THE BLUFF AND THE STATION.
 SX1178
 SX1178                          STATION RECOVERY (1957)
 SX1178
 SX1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SX1178'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN 1941.  ALL
 SX1178'OF THE MARKS WERE RECOVERED, WITH THE EXCEPTION OF THE
 SX1178'SURFACE-STATION MARK, AND FOUND TO BE AS DESCRIBED AND IN GOOD
 SX1178'CONDITION.  THE SURFACE-STATION MARK WAS FOUND TO HAVE
 SX1178'BEEN DESTROYED, BUT THE UNDERGROUND STATION MARK WAS RECOVERED,
 SX1178'FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.  A NEW
 SX1178'SURFACE-STATION MARK WAS NOT SET BECAUSE OF CULTIVATION IN THE
 SX1178'STATION VICINITY.  A NEW WHITE WITNESS POST WAS SET 11 FT. N OF THE
 SX1178'STATION.
 SX1178'
 SX1178'THE 1941 ROUTE TO THE STATION WAS USED AND FOUND TO BE ADEQUATE.
 SX1178
 SX1178                          STATION RECOVERY (1965)
 SX1178
 SX1178'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 SX1178'BURIED STATION MARK RECOVERED IN GOOD CONDTION.  SURFACE MARK
 SX1178'DESTROYED.
 SX1178'
 SX1178'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 SX1178'
 SX1178'RM NO. 1 RECOVERED IN GOOD CONDITION.  RM NO. 2 IS ON TOP EDGE OF 5
 SX1178'FT ROAD CUT AND IS ALMOST COMPLETELY EXPOSED ON NW FACE.  ADDITIONAL
 SX1178'EROSION WILL CAUSE EVENTUAL LOSS OF MONUMENT.
 SX1178'
 SX1178'LOCATION SHOULD BE UP-DATED TO READ--TO REACH FROM CLE ELUM, GO NW
 SX1178'ON U.S. HIGHWAY 10 FROM RAILROAD CROSSING IN W. END OF TOWN 0.1
 SX1178'MILE.  TAKE PAVED ROAD LEFT LEAVING U.S. HIGHWAY AT SIGN RIVERSIDE
 SX1178'CABINS FOR 0.7 MILE, CROSSING RIVER, TO A T-INTERSECTION AT
 SX1178'RAILROAD TRACKS IN SOUTH CLE ELUM.  CROSS RAILROAD TRACKS AND KEEP
 SX1178'LEFT (E) ON PAVED ROAD (LOWER PEOH PT. ROAD) ALONG BASE OF BLUFFS AND
 SX1178'OLD GRAVEL PIT 0.4 MILE TO A T-INTERSECTION WITH A GRAVEL ROAD.  TURN
 SX1178'RIGHT (S) ON GRAVEL ROAD (PEASE ROAD) 0.1 MILE TO A INTERSECTION.
 SX1178'TAKE GRAVEL ROAD TO RIGHT (W) ALONG TOP OF BLUFFS 0.5 MILE TO THE
 SX1178'STATION.
 SX1178
 SX1178                          STATION RECOVERY (1967)
 SX1178
 SX1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SX1178'SURFACE STATION MARK WAS GONE, UNDERGROUND MARK RECOVERED 1.8 FEET
 SX1178'BELOW GROUND.  ANGLES AND DISTANCES DO NOT CHECK THE 1941 WORK AND
 SX1178'IT APPEARS THERE COULD BE AS MUCH AS FIVE CENTIMETERS MOVEMENT.
 SX1178'FURTHER INVESTIGATING SHOULD BE DONE BEFORE USING THE STATION FOR
 SX1178'PRECISE WORK.
 SX1178'
 SX1178'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF CLE ELUM, 1/2 MILE
 SX1178'SOUTH OF SOUTH CLE ELUM, ON THE NORTHWEST EDGE OF A PROMINENT BENCH
 SX1178'ABOVE THE RIVER FLATS AND HAS A GOOD VIEW TO THE NORTH AND WEST.
 SX1178'
 SX1178'THE STATION MARK, STAMPED CLE ELUM 1941, IS A STANDARD DISK SET IN
 SX1178'CONCRETE 1.8 FEET BELOW GROUND.  THIS IS THE ORIGINAL UNDERGROUND
 SX1178'STATION MARK.
 SX1178'
 SX1178'REFERENCE MARK NO. 1, STAMPED CLE ELUM NO 1 1941, IS A STANDARD
 SX1178'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SX1178'12 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 2 FEET SOUTHEAST OF
 SX1178'THE UPPER EDGE OF A ROAD CUT AND ABOUT 4 FEET ABOVE THE ROAD.  ABOVE
 SX1178'THE ROAD.
 SX1178'
 SX1178'REFERENCE MARK NO. 2, STAMPED CLE ELUM NO 2 1941, IS A STANDARD DISK
 SX1178'SET IN A SQUARE CONCRETE POST ON THE UPPER EDGE OF THE ROAD CUT
 SX1178'WITH ABOUT 2 FEET OF THE WEST SIDE OF THE MARK EXPOSED BY THE CUT AND
 SX1178'PROJECTING 3 INCHES ON THE SOUTHEAST SIDE.  MARK IS 9 FEET SOUTHEAST
 SX1178'OF THE CENTER OF THE ROAD AND ABOUT 4 FEET ABOVE THE ROAD.  R.M. NO.
 SX1178'1 IS 38.5 FEET NORTHEAST.
 SX1178'
 SX1178'REFERENCE MARK NO. 3 WAS ESTABLISHED.  IT IS A STANDARD DISK
 SX1178'STAMPED CLE ELUM 1941 NO 3 1967, SET IN A SQUARE CONCRETE POST WHICH
 SX1178'PROJECTS 2 INCHES.  IT IS 30.5 FEET SLOPE DISTANCE FROM RM 2, 15
 SX1178'FEET WEST OF THE CENTER OF THE ROAD, 3 FEET EAST OF THE TOP OF A
 SX1178'STEEP DECLINE, ON THE OUTSIDE EDGE OF A CURVE IN THE ROAD AND ABOUT
 SX1178'LEVEL WITH THE ROAD.
 SX1178'
 SX1178'THE AZIMUTH MARK, STAMPED CLE ELUM 1941, IS A STANDARD DISK SET IN
 SX1178'THE SOUTHEAST SIDE OF A 6-FOOT DIAMETER CONCRETE BASE FOR THE
 SX1178'FLAGPOLE AT THE SOUTH CLE ELUM FIRE STATION.  MARK IS 87 FEET
 SX1178'NORTH OF THE CENTER OF CLEVELAND STREET, 35 YARDS EAST OF A POST
 SX1178'OFFICE IN SOUTH CLE ELUM, 28.5 FEET EAST OF THE CENTER OF A
 SX1178'NORTH-SOUTH STREET, AND 18 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 SX1178'CORNER OF THE FIRE STATION.
 SX1178'
 SX1178'TO REACH FROM THE INTERSECTION OF THE RAILROAD TRACKS AND W. FIRST
 SX1178'ST. (FIRST ST. IS THE MAIN EAST-WEST STREET) IN THE WESTERN PART OF
 SX1178'CLE ELUM, GO WEST ON W. FIRST STREET FOR 0.1 MILE TO A Y, KEEP LEFT
 SX1178'0.35 MILE TO POINT WHERE THE STREET CROSSES THE RAILROAD AND PASSES
 SX1178'UNDER THE FREEWAY, CONTINUE SOUTH 0.45 MILE TO CLEVELAND STREET
 SX1178'(FROM HERE THE AZIMUTH MARK IS 2 BLOCKS WEST), CONTINUE SOUTH TWO
 SX1178'BLOCKS TO A T INTERSECTION ON THE SOUTH SIDE OF SOME RAILROAD
 SX1178'TRACKS, KEEP LEFT AND GO EAST ON LOWER PEOH PT. ROAD ALONG THE
 SX1178'BASE OF THE BLUFF 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 SX1178'SOUTH ON PEASE ROAD FOR 0.1 MILE TO A Y, KEEP RIGHT AND GO
 SX1178'WESTERLY ALONG THE TOP OF THE BLUFF FOR 0.55 MILE TO THE BEGINNING
 SX1178'OF A CURVE TO THE LEFT AND THE STATION ON THE LEFT.
 SX1178
 SX1178                          STATION RECOVERY (1973)
 SX1178
 SX1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SX1178'THE THREE REFERENCE MARKS AND THE SUB-SURFACE STATION MARK WERE
 SX1178'RECOVERED.  REFERENCE MARK NO. 2, WHICH IS EXPOSED IN THE ROAD CUT,
 SX1178'EVIDENTLY KEEPS MOVING SLOWLY TOWARD THE ROAD.  A SMALL AREA AROUND
 SX1178'THE STATION HAS BEEN TAKEN OUT OF CULTIVATION.  CONSEQUENTLY, A NEW
 SX1178'SURFACE STATION MARK WAS SET OVER THE UNDERGROUND MARK, ALTHOUGH THE
 SX1178'APPARENT DISCREPENCY BETWEEN THE ORIGINAL SURFACE MARK AND THE
 SX1178'UNDERGROUND MARK WAS NOT RESOLVED.  (SEE 1967 RECOVERY NOTE BY
 SX1178'H.J.S.).
 SX1178'
 SX1178'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF CLE ELUM, ON THE
 SX1178'NORTHWESTERN EDGE OF THE PROMINENT, 200-FOOT HIGH BENCH ON THE
 SX1178'SOUTH SIDE OF SOUTH CLE ELUM, ON THE NORTHWEST EDGE OF A CULTIVATED
 SX1178'FIELD OWNED BY MR. JAMES RUSSELL OF SEATTLE, AND LEASED BY MR. A.
 SX1178'A. DUNNAGAN.
 SX1178'
 SX1178'TO REACH FROM THE INTERSECTION OF THE RAIROAD TRACKS AND W. FIRST
 SX1178'STREET IN THE WESTERN PART OF CLE ELUM, GO WEST ON W. FIRST STREET
 SX1178'FOR 0.1 MILE, KEEP LEFT 0.35 MILE TO THE POINT WHERE THE STREET
 SX1178'CROSSES THE RAILROAD AND PASSES UNDER THE FREEWAY, CONTINUE SOUTH
 SX1178'0.45 MILE TO CLEVELAND STREET (FROM HERE THE AZIMUTH MARK IS 2
 SX1178'BLOCKS WEST) CONTINUE SOUTH 2 BLOCKS TO A T INTERSECTION ON THE
 SX1178'SOUTH SIDE OF SOME RAILROAD TRACKS, KEEP LEFT AND GO EAST ON LOWER
 SX1178'PEOH PT. ROAD ALONG THE BASE OF THE BLUFF 0.4 MILE TO A SIDE ROAD
 SX1178'RIGHT, TURN RIGHT AND GO SOUTH ON PEASE ROAD FOR 0.1 MILE TO A Y,
 SX1178'KEEP RIGHT AND GO WESTERLY ALONG THE TOP OF THE BLUFF FOR 0.55 MILE
 SX1178'TO THE BEGINNING OF A CURVE TO THE LEFT AND THE STATION ON THE LEFT.
 SX1178'
 SX1178'THE STATION MARK, STAMPED CLE ELUM 1941 1973, IS A STANDARD DISK
 SX1178'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, 5 FEET
 SX1178'SOUTHWEST OF A 5-FOOT TALL PINE TREE AND 3 FEET SOUTHWEST OF A METAL
 SX1178'WITNESS POST.
 SX1178'
 SX1178'REFERENCE MARK NO. 1, STAMPED CLE ELUM NO 1 1941, IS A STANDARD DISK
 SX1178'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 12 FEET
 SX1178'SOUTHEAST OF THE CENTER OF THE ROAD, 2 FEET SOUTHEAST OF THE UPPER
 SX1178'EDGE OF THE ROAD CUT AND ABOUT 4 FEET ABOVE THE ROAD.
 SX1178'
 SX1178'REFERENCE MARK NO. 2 STAMPED CLE ELUM NO 2 1941, IS A STANDARD DISK
 SX1178'SET IN A SQUARE CONCRETE POST ON THE UPPER EDGE OF THE ROAD CUT
 SX1178'WITH ONE SIDE OF THE MARK EXPOSED.  MARK IS SUBJECT TO MOVEMENT.
 SX1178'
 SX1178'REFERENCE MARK NO. 3, STAMPED CLE ELUM 1941 NO 3 1967, IS A STANDARD
 SX1178'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND, 15 FEET
 SX1178'WEST OF THE CENTER OF THE ROAD, 3 FEET EAST OF THE TOP OF A STEEP
 SX1178'DECLINE, ACROSS THE ROAD FROM THE STATION, ON THE OUTSIDE OF A CURVE
 SX1178'AND ABOUT LEVEL WITH THE ROAD.
 SX1178'
 SX1178'THE AZIMUTH MARK, STAMPED CLE ELUM 1941, IS A STANDARD DISK SET IN
 SX1178'THE 6-FOOT DIAMETER CONCRETE BASE FOR A FLAGPOLE IN THE NORTHEAST
 SX1178'ANGLE OF THE INTERSECTION OF CLEVELAND AVE. AND 6TH STREET IN SOUTH
 SX1178'CLE ELUM.  THE MARK IS AT THE SOUTH CLE ELUM FIRE STATION, ABOUT
 SX1178'35 YARDS EAST OF THE POST OFFICE, 87 FEET NORTH OF THE CENTER OF
 SX1178'CLEVELAND AVE. 28.5 FEET EAST OF THE CENTER OF 6TH STREET AND 18
 SX1178'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE FIRE STATION
 SX1178'BUILDING.
 SX1178'
 SX1178'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1 MILE SOUTHWEST
 SX1178'OF CLE ELUM.
 SX1178
 SX1178                          STATION RECOVERY (1973)
 SX1178
 SX1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SX1178'RECOVERED IN GOOD CONDITION.
 SX1178
 SX1178                          STATION RECOVERY (1984)
 SX1178
 SX1178'RECOVERY NOTE BY US POWER SQUADRON 1984 (LM)
 SX1178'CLE ELUM - 1941 1973 RECOVERED GOOD.
 SX1178'
 SX1178'STATION AND RM 1 AND RM 2 WERE FOUND AS LAST DESCRIBED (1973) EXCEPT
 SX1178'THAT THE STATION IS NOW 3 FEET WEST OF A METAL WITNESS POST.  RM 3
 SX1178'WAS NOT RECOVERED, BUT IS PROBABLY IN PLACE BUT COVERED.  REVISE
 SX1178'DIRECTIONS TO REACH BY OMITTING MENTION OF SOME RAILROAD TRACKS.
 SX1178'AZIMUTH MARK, STAMPED CLE ELUM 1941 WAS FOUND AS DESCRIBED IN
 SX1178'1973, AND IS IN GOOD CONDITION.
 SX1178
 SX1178                          STATION RECOVERY (1989)
 SX1178
 SX1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SX1178'THE STATION IS LOCATED ABOUYT 1.6 KM (1.0 MI) SOUTHWEST OF CLE ELUM,
 SX1178'0.8 KM (0.5 MI) SOUTH OF SOUTH CLE ELUM AND ON A BENCH OVERLOOKING
 SX1178'THE RIVER VALLEY.
 SX1178'TO REACH FROM THE POST OFFICE IN SOUTH CLE ELUM, GO EAST ON CLEVELAND
 SX1178'STREET FOR 0.32 KM (0.20 MI) TO A CROSS ROAD.  TURN RIGHT AND GO
 SX1178'SOUTH FOR 0.32 KM (0.20 MI) TO A T-INTERSECTION.  TURN LEFT AND GO
 SX1178'EAST ON LOWER PEOH PT ROAD FOR 0.64 KM (0.40 MI) TO A SIDE ROAD
 SX1178'RIGHT.  TURN RIGHT AND GO SOUTH ON PEASE ROAD FOR 0.16 KM (0.10 MI)
 SX1178'TO A FORK.  TAKE THE RIGHT FORK AND GO WEST ON THE GRAVELED ROAD FOR
 SX1178'0.96 KM (0.60 MI) TO A POINT WHERE THE ROAD TURNS SOUTH AND THE
 SX1178'STATION.
 SX1178'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 SX1178'WITH THE GROUND SURFACE.  IT IS 1.5 M (4.9 FT) SOUTHWEST OF AN 8-INCH
 SX1178'PINE TREE AND 0.9 M (3.0 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6063 ***********************************************************************
 AA6063  DESIGNATION -  CLE ELUM RIDGE
 AA6063  PID         -  AA6063
 AA6063  STATE/COUNTY-  WA/KITTITAS
 AA6063  USGS QUAD   -  CLE ELUM LAKE (1989)
 AA6063
 AA6063                         *CURRENT SURVEY CONTROL
 AA6063  ___________________________________________________________________
 AA6063* NAD 83(1998)-  47 15 13.35166(N)    121 00 21.07066(W)     ADJUSTED  
 AA6063* NAVD 88     -      1103.7    (meters)    3621.     (feet)  GPS OBS   
 AA6063  ___________________________________________________________________
 AA6063  X           -  -2,234,487.822 (meters)                     COMP
 AA6063  Y           -  -3,717,951.879 (meters)                     COMP
 AA6063  Z           -   4,661,751.805 (meters)                     COMP
 AA6063  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 AA6063  ELLIP HEIGHT-        1084.67  (meters)          (07/05/01) GPS OBS
 AA6063  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 AA6063
 AA6063  HORZ ORDER  -  FIRST
 AA6063  ELLP ORDER  -  FOURTH    CLASS II
 AA6063
 AA6063.The horizontal coordinates were established by GPS observations
 AA6063.and adjusted by the National Geodetic Survey in July 2001..
 AA6063.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6063.DATUM ITEM on the data sheet items page.
 AA6063
 AA6063.The orthometric height was determined by GPS observations and a
 AA6063.high-resolution geoid model.
 AA6063
 AA6063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6063
 AA6063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6063
 AA6063.The ellipsoidal height was determined by GPS observations
 AA6063.and is referenced to NAD 83.
 AA6063
 AA6063.The geoid height was determined by GEOID03.
 AA6063
 AA6063;                    North         East     Units Scale Factor Converg.
 AA6063;SPC WA S     -   213,580.473   461,710.269   MT  0.99998276   -0 22 02.8
 AA6063;SPC WA S     -   700,721.94  1,514,794.44   sFT  0.99998276   -0 22 02.8
 AA6063;UTM  10      - 5,235,287.098   650,884.672   MT  0.99987980   +1 27 53.0
 AA6063
 AA6063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6063!SPC WA S     -   0.99983001  x   0.99998276  =   0.99981277
 AA6063!UTM  10      -   0.99983001  x   0.99987980  =   0.99970983
 AA6063
 AA6063                          SUPERSEDED SURVEY CONTROL
 AA6063
 AA6063  NAD 83(1991)-  47 15 13.34999(N)    121 00 21.07190(W) AD(       ) 1
 AA6063  ELLIP H (06/21/95) 1084.81   (m)                       GP(       ) 4 2
 AA6063
 AA6063.Superseded values are not recommended for survey control.
 AA6063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6063.See file dsdata.txt to determine how the superseded data were derived.
 AA6063
 AA6063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5088535287(NAD 83)
 AA6063_MARKER: A = ALUMINUM MARKER
 AA6063_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA6063_STAMPING: CLE ELUM RIDGE 1991
 AA6063_MARK LOGO: USFS  
 AA6063_PROJECTION: FLUSH
 AA6063_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA6063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA6063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6063+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA6063_ROD/PIPE-DEPTH: 0.9  meters
 AA6063
 AA6063  HISTORY     - Date     Condition        Report By
 AA6063  HISTORY     - 1991     MONUMENTED       USFS
 AA6063
 AA6063                          STATION DESCRIPTION
 AA6063
 AA6063'DESCRIBED BY US FOREST SERVICE 1991 (LDF)
 AA6063'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6063'APPROXIMATELY 34 MI (54.7 KM) WEST OF WENATCHEE, 5 MI (8.0 KM)
 AA6063'NORTHWEST OF CLE ELUM, AND 1.5 MI (2.4 KM) NORTHEAST OF RONALD IN THE
 AA6063'W 1/2 SEC 5, T20N, R15E, W.M. TO REACH THE STATION FROM THE POST
 AA6063'OFFICE IN RONALD, PROCEED NORTH ON HIGHWAY 903 FOR 0.13 MI (0.21 KM)
 AA6063'TO THE INTERSECTION WITH PATRICK MINE ROAD. TURN RIGHT AND PROCEED
 AA6063'NORTH ON PATRICK MINE ROAD FOR 0.18 MI (0.29 KM) TO A 'Y'
 AA6063'INTERSECTION. TURN RIGHT AND PROCEED NORTH ON PATRICK MINE ROAD FOR
 AA6063'1.7 MI (2.7 KM) TO THE INTERSECTION WITH CLE ELUM RIDGE ROAD. TURN
 AA6063'RIGHT AND PROCEED EAST ON CLE ELUM RIDGE ROAD FOR 0.55 MI (0.89 KM) TO
 AA6063'STATION ON THE RIGHT. THE STATION IS A 3.5 INCH USDA FS ALUMINUM CAP
 AA6063'SET ON 3 FT (0.9 M) OF ALUMINUM PIPE, AND STAMPED "CLE ELUM RIDGE
 AA6063'1991". THE DISK IS LOCATED 86 FT (26.2 M) NORTHWEST OF A 2 FT (0.6 M)
 AA6063'DIAMETER FIR TREE, 60 FT (18.3 M) WEST OF CENTERLINE OF CLE ELUN ROAD,
 AA6063'39 FT (11.9 M) SOUTH OF A 6 INCH DIAMETER PINE TREE, AND 3 FT (0.9 M)
 AA6063'SOUTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3822 ***********************************************************************
 SY3822  DESIGNATION -  CLEAR 2
 SY3822  PID         -  SY3822
 SY3822  STATE/COUNTY-  WA/KING
 SY3822  USGS QUAD   -  
 SY3822
 SY3822                         *CURRENT SURVEY CONTROL
 SY3822  ___________________________________________________________________
 SY3822* NAD 83(1991)-  47 44 52.51201(N)    122 16 58.23309(W)     ADJUSTED  
 SY3822* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SY3822  ___________________________________________________________________
 SY3822  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 SY3822  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SY3822
 SY3822  HORZ ORDER  -  THIRD
 SY3822
 SY3822.The horizontal coordinates were established by classical geodetic methods
 SY3822.and adjusted by the National Geodetic Survey in December 1991..
 SY3822
 SY3822.The orthometric height was scaled from a topographic map.
 SY3822
 SY3822.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3822
 SY3822.The geoid height was determined by GEOID03.
 SY3822
 SY3822;                    North         East     Units Scale Factor Converg.
 SY3822;SPC WA N     -    84,178.681   391,314.411   MT  0.99996299   -1 04 45.1
 SY3822;SPC WA N     -   276,176.22  1,283,837.36   sFT  0.99996299   -1 04 45.1
 SY3822;UTM  10      - 5,288,532.227   553,756.681   MT  0.99963551   +0 31 51.1
 SY3822
 SY3822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3822!SPC WA N     -   1.00000211  x   0.99996299  =   0.99996510
 SY3822!UTM  10      -   1.00000211  x   0.99963551  =   0.99963762
 SY3822
 SY3822:                Primary Azimuth Mark                     Grid Az
 SY3822:SPC WA N     -  FAR NEW WHITE HOUSE FLAGPOLE             056 52 35.4
 SY3822:UTM  10      -  FAR NEW WHITE HOUSE FLAGPOLE             055 15 59.2
 SY3822
 SY3822|---------------------------------------------------------------------|
 SY3822| PID    Reference Object                     Distance      Geod. Az  |
 SY3822|                                                           dddmmss.s |
 SY3822| SY4878 FAR NEW WHITE HOUSE FLAGPOLE        APPROX. 2.2 KM 0554750.3 |
 SY3822| SY4889 LIT SML RED HSE NR KENMORE CHY      APPROX. 2.3 KM 0583507.3 |
 SY3822| SY3849 QUARRY QUARRY POWER PLANT STK       APPROX. 1.7 KM 1290817.4 |
 SY3822| SY3889 SAINT EDWARDS SEMINARY TOWER        APPROX. 2.5 KM 1310019.2 |
 SY3822| SY3848 NORTH GREEN HSE LK WASH N CHY       APPROX. 1.8 KM 1323641.3 |
 SY3822| SY4040 THREE MILE 1936                      53.038 METERS 13237     |
 SY3822| SY3840 SAINT EDWARDS SEMINARY TANK         APPROX. 3.2 KM 1330958.5 |
 SY3822| SY3938 PANEL WHITE HSE NR STA SAND 2       APPROX. 7.1 KM 1651249.6 |
 SY3822| CF7279 CLEAR 2 RM 1                                       24126     |
 SY3822| CF7280 CLEAR 2 RM 2                                       25857     |
 SY3822| CF7281 CLEAR 2 RM 3                                       33557     |
 SY3822|---------------------------------------------------------------------|
 SY3822
 SY3822                          SUPERSEDED SURVEY CONTROL
 SY3822
 SY3822  NAD 83(1986)-  47 44 52.50496(N)    122 16 58.23680(W) AD(       ) 3
 SY3822  NAD 27      -  47 44 53.15400(N)    122 16 53.77800(W) AD(       ) 3
 SY3822
 SY3822.Superseded values are not recommended for survey control.
 SY3822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3822.See file dsdata.txt to determine how the superseded data were derived.
 SY3822
 SY3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5375788532(NAD 83)
 SY3822_MARKER: Z = SEE DESCRIPTION
 SY3822_SETTING: 0 = UNSPECIFIED SETTING
 SY3822
 SY3822  HISTORY     - Date     Condition        Report By
 SY3822  HISTORY     - 1914     MONUMENTED       CGS
 SY3822  HISTORY     - 1920     SEE DESCRIPTION  CGS
 SY3822  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY3822  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3822  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SY3822  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY3822  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY3822  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY3822  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY3822
 SY3822                          STATION DESCRIPTION
 SY3822
 SY3822'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (GTR)
 SY3822'STATION IS ON THE W SHORE AT THE N END, ABOUT 1/4 MILE S OF THE
 SY3822'MOUTH OF MC ALEER CREEK AND ABOUT 3 METERS BACK FROM THE EDGE OF A
 SY3822'3-FOOT BANK IN A SMALL CLEARING.
 SY3822'
 SY3822'IT IS MARKED BY A REGULATION STATION DISK SET IN THE DOME-SHAPED
 SY3822'TOP OF A CYLINDRICAL CONCRETE PILLAR ABOUT 16 INCHES IN DIAMETER
 SY3822'AND PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 SY3822'IS 19.95 METERS W OF THE NEAREST RAIL EDGE OF THE NORTHERN PACIFIC
 SY3822'RAILROAD TRACK.
 SY3822'
 SY3822'REFERENCE MARK NO.1 IS A 9-INCH TRIANGLE OF NAILS ON A TELEGRAPH
 SY3822'POLE AT TOP OF BANK NEAR RAILROAD TRACK, DISTANT FROM STATION 18.18
 SY3822'METERS, IN AZIMUTH 61 DEG 23 MIN (TRUE).  REFERENCE MARK NO.2 IS
 SY3822'A REGULATION REFERENCE DISK SET IN THE DOME-SHAPED TOP OF A
 SY3822'CYLINDRICAL CONCRETE PILLAR ABOUT 17 INCHES IN DIAMETER AND
 SY3822'PROJECTING ABOUT 5 INCHES ABOVE GROUND, DISTANT FROM STATION
 SY3822'12.728 METERS, IN AZIMUTH 78 DEG 58 MIN (TRUE).  REFERENCE MARK
 SY3822'NO.3, SIMILAR TO NO.2 EXCEPT BEING ABOUT 15 INCHES IN DIAMETER
 SY3822'AND PROJECTING ABOUT 4 INCHES ABOVE GROUND, IS DISTANT FROM
 SY3822'STATION 13.738 METERS, AZIMUTH 155 DEG 58 MIN (TRUE).
 SY3822
 SY3822                          STATION RECOVERY (1920)
 SY3822
 SY3822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (NHH)
 SY3822'THE RECOVERY OF THIS STATION IS GOOD, EXCEPT THAT REFERENCE MARK
 SY3822'NO.2 IS GONE, OWING TO ROAD CONSTRUCTION.
 SY3822
 SY3822                          STATION RECOVERY (1934)
 SY3822
 SY3822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY3822'THE STATION WAS RECOVERED AS SHOWN ON PLAT OF THE PUGET MILL
 SY3822'COMPANY - (RUDE-1914).  THE STATION IS BURIED 1 FOOT DEEP IN THE
 SY3822'PARKING STRIP 0.35 METER FROM THE EDGE OF THE CURB.
 SY3822'
 SY3822'THE STATION IS BEST REACHED BY AUTOMOBILE FOLLOWING THE BOTHEL
 SY3822'HIGHWAY (ALONG LAKE WASHINGTON) TO E ONE HUNDRED SIXTY-FIFTH
 SY3822'STREET, AND TURNING RIGHT UNTIL CROSSING THE RAILROAD TRACKS.  THE
 SY3822'STATION IS ON THE E SIDE OF BEACH DRIVE JUST N OF THE STREET
 SY3822'INTERSECTION OF ONE HUNDRED SIXTY-FIFTH STREET.
 SY3822
 SY3822                          STATION RECOVERY (1936)
 SY3822
 SY3822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (OWS)
 SY3822'STATION RECOVERED IN GOOD CONDITION.  LOCATED AT THE N END OF
 SY3822'LAKE WASHINGTON ON THE W SHORE, ON PUGET MILL COMPANYS PARK, 1/4
 SY3822'MILE E OF VICTORY HIGHWAY, ABOUT 175 FEET W OF LAKE SHORE, 80 FEET
 SY3822'N OF INTERSECTION OF ONE HUNDRED SIXTY-FIFTH STREET AND SHORE
 SY3822'DRIVE, IN SOD BETWEEN SIDEWALK AND E CURB LINE OF SHORE DRIVE.
 SY3822'MARK IS 0.6 FOOT E OF CURB LINE.
 SY3822'
 SY3822'STATION MARK BURIED 12 INCHES BELOW GROUND, 91.8 FEET NE OF
 SY3822'NORTHERN PACIFIC RAILROAD SIGNAL TOWER IN CENTER OF ONE HUNDRED
 SY3822'SIXTY-FIFTH STREET 51.35 FEET N OF S EDGE OF CURB END, 65.7 FEET
 SY3822'E OF E RAIL OF NORTHERN PACIFIC RAILROAD TRACKS.  A 3-INCH
 SY3822'TRIANGLE CHIPPED INTO CURB ADJACENT TO STATION.
 SY3822'
 SY3822'STATION MARK TABLET IN CONCRETE POST IN GOOD CONDITION.
 SY3822'
 SY3822'REACHED FROM SEATTLE BY GOING N TO VICTORY HIGHWAY AND FOLLOWING
 SY3822'THIS HIGHWAY BEYOND ACACIA CEMETERY TO PUGET MILL COMPANYS
 SY3822'ENTRANCE ON E SIDE OF HIGHWAY, TURN RIGHT ON ONE HUNDRED
 SY3822'SIXTY-FIFTH STREET, GO ABOUT 1/4 MILE DOWN GRADE CROSSING TRACKS,
 SY3822'TURNING LEFT ONTO SHORE DRIVE AND STATION.
 SY3822
 SY3822                          STATION RECOVERY (1939)
 SY3822
 SY3822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 SY3822'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION OF O.W.S., 1936,
 SY3822'IS ADEQUATE.
 SY3822
 SY3822                          STATION RECOVERY (1943)
 SY3822
 SY3822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY3822'STATION RECOVERED AS DESCRIBED.  STATION IS 27.98 METERS NE OF
 SY3822'CROSSING SIGNAL, 13.1 METERS NW OF 6-INCH TREE, 5.8 METERS SW OF A
 SY3822'12-INCH POPLAR TREE, AND 5.45 METERS E OF THE CENTER LINE OF
 SY3822'SHORE DRIVE.
 SY3822'
 SY3822'REFERENCE MARK WAS NOT RECOVERED, BECAUSE IT IS BURIED UNDER
 SY3822'HARD-SURFACED ROAD, IF IT HAS NOT BEEN OTHERWISE DISTURBED.
 SY3822'
 SY3822'DIFFERENCE NOTES--THE DISTANCE OF 13.8 METERS IS FROM STATION
 SY3822'MARK TO N EDGE OF CONCRETE AT S END OF GRASS PARKING STRIP.
 SY3822
 SY3822                          STATION RECOVERY (1945)
 SY3822
 SY3822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (SBG)
 SY3822'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  IT IS NOW
 SY3822'BEHIND A HIGH HEDGE PARALLELING THE STREET LINE AND THE VIEW TO THE
 SY3822'E ACROSS THE LAKE IS ALSO OBSTRUCTED BY TREES.  IT WAS NOT
 SY3822'INCLUDED IN THIS SCHEME BUT IS CONNECTED BY AZIMUTH AND DIRECTION
 SY3822'TO A NEW STATION SET IN THE SMALL PARK ALONG THE LAKE SHORE.
 SY3822
 SY3822                          STATION RECOVERY (1960)
 SY3822
 SY3822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FGJ)
 SY3822'THE STATION IS NOW COVERED BY A CONCRETE SLAB POURED BETWEEN THE
 SY3822'SIDEWALK AND THE CURB.
 SY3822'
 SY3822'THE CHISELED TRIANGLE IS STILL IN THE CURB AND THE STATION COULD
 SY3822'PROBABLY BE RECOVERED IF NECESSARY.
 SY3822
 SY3822                          STATION RECOVERY (1969)
 SY3822
 SY3822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY3822'STATION IS IN THE NORTHERN PART OF SEATTLE, ON THE WESTERN SIDE OF
 SY3822'LAKE WASHINGTON.
 SY3822'
 SY3822'THE 3-INCH TRIANGLE WHICH WAS CUT IN THE CURB ALONG THE EASTERN
 SY3822'SIDE OF SHORE DRIVE WAS FOUND.  IT IS 80 FEET NORTH OF THE
 SY3822'INTERSECTION OF NORTH 165TH STREET AND SHORE DRIVE.  THE CONCRETE
 SY3822'SLAB BETWEEN THE SIDEWALK AND THE CURB STILL COVERS THE
 SY3822'MARK, BUT STATION SHOULD BE RECOVERABLE IF NECESSARY, BY CUTTING
 SY3822'THROUGH THE CONCRETE.  PREVIOUS DESCRIPTIONS STATE THAT THE MARK
 SY3822'WAS 0.6 FOOT EAST OF THE CURB AND THE TRIANGLE WAS CUT IN THE CURB
 SY3822'ADJACENT TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1609 ***********************************************************************
 SC1609  DESIGNATION -  CLEAR CREEK
 SC1609  PID         -  SC1609
 SC1609  STATE/COUNTY-  WA/LEWIS
 SC1609  USGS QUAD   -  WILDWOOD (1986)
 SC1609
 SC1609                         *CURRENT SURVEY CONTROL
 SC1609  ___________________________________________________________________
 SC1609* NAD 83(1991)-  46 29 07.93374(N)    123 00 36.65535(W)     ADJUSTED  
 SC1609* NAVD 88     -       330.9    (meters)    1086.     (feet)  VERTCON   
 SC1609  ___________________________________________________________________
 SC1609  LAPLACE CORR-          -8.40  (seconds)                    DEFLEC99
 SC1609  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SC1609
 SC1609  HORZ ORDER  -  SECOND
 SC1609
 SC1609.The horizontal coordinates were established by classical geodetic methods
 SC1609.and adjusted by the National Geodetic Survey in December 1991..
 SC1609
 SC1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1609
 SC1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1609
 SC1609.The geoid height was determined by GEOID03.
 SC1609
 SC1609;                    North         East     Units Scale Factor Converg.
 SC1609;SPC WA S     -   131,133.318   307,309.531   MT  0.99991610   -1 49 24.2
 SC1609;SPC WA S     -   430,226.56  1,008,231.35   sFT  0.99991610   -1 49 24.2
 SC1609;UTM  10      - 5,147,996.351   499,218.506   MT  0.99960001   -0 00 26.6
 SC1609
 SC1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1609!SPC WA S     -   0.99995146  x   0.99991610  =   0.99986757
 SC1609!UTM  10      -   0.99995146  x   0.99960001  =   0.99955149
 SC1609
 SC1609:                Primary Azimuth Mark                     Grid Az
 SC1609:SPC WA S     -  WINLOCK                                  084 46 36.5
 SC1609:UTM  10      -  WINLOCK                                  082 57 38.9
 SC1609
 SC1609|---------------------------------------------------------------------|
 SC1609| PID    Reference Object                     Distance      Geod. Az  |
 SC1609|                                                           dddmmss.s |
 SC1609| SC1545 WINLOCK                             APPROX. 3.1 KM 0825712.3 |
 SC1609| SC1544 SAN FRANCISCO SEATTLE AWY 63 A      APPROX. 9.9 KM 1493128.4 |
 SC1609| CE3012 CLEAR CREEK RM 1                      4.863 METERS 17734     |
 SC1609| CE3013 CLEAR CREEK RM 2                      7.014 METERS 22552     |
 SC1609|---------------------------------------------------------------------|
 SC1609
 SC1609                          SUPERSEDED SURVEY CONTROL
 SC1609
 SC1609  NAD 83(1991)-  46 29 07.93538(N)    123 00 36.65342(W) AD(       ) 2
 SC1609  NAD 83(1986)-  46 29 07.94632(N)    123 00 36.65990(W) AD(       ) 2
 SC1609  NAD 27      -  46 29 08.56385(N)    123 00 32.21930(W) AD(       ) 2
 SC1609  NGVD 29 (07/19/86)  329.9    (m)         1082.     (f) VERT ANG       
 SC1609
 SC1609.Superseded values are not recommended for survey control.
 SC1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1609.See file dsdata.txt to determine how the superseded data were derived.
 SC1609
 SC1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9921947996(NAD 83)
 SC1609_MARKER: DS = TRIANGULATION STATION DISK
 SC1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1609
 SC1609  HISTORY     - Date     Condition        Report By
 SC1609  HISTORY     - 1947     MONUMENTED       CGS
 SC1609  HISTORY     - 1973     GOOD             LOCENG
 SC1609
 SC1609                          STATION DESCRIPTION
 SC1609
 SC1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SC1609'THE STATION IS ON A POINTED HILL, ABOUT 3-1/2 MILES WEST OF WINLOCK,
 SC1609'AND NEAR THE WEST END OF SMITH ROAD.  IT IS ABOUT 36 FEET
 SC1609'SOUTHEAST OF A WOODEN BUILDING ON SKIDS.
 SC1609'
 SC1609'THE STATION IS A STANDARD DISK, STAMPED CLEAR CR 1947, SET IN A 8
 SC1609'INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 36.6 FEET
 SC1609'SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN BUILDING WHICH IS ON
 SC1609'THE HIGHEST PART OF THE HILL.
 SC1609'
 SC1609'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CLEAR CR NO 1
 SC1609'1947, SET IN A 8 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND,
 SC1609'AND ABOUT 6 INCHES BELOW THE STATION.
 SC1609'
 SC1609'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CLEAR CR NO 2
 SC1609'1947, SET IN A 8 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES, AND
 SC1609'ABOUT 1 FOOT HIGHER THAN THE STATION.
 SC1609'
 SC1609'TO REACH FROM THE U.S. POSTOFFICE IN WINLOCK, GO SOUTH FOR 1
 SC1609'BLOCK, TURN RIGHT, WEST, AND CROSS RAILROAD TRACKS, TURN LEFT,
 SC1609'SOUTH, AND GO 0.45 MILE TO FORKS.  TURN RIGHT, WEST, ONTO GRAVELED
 SC1609'ROAD AND GO 3.9 MILES TO THE END OF THE MAINTAINED ROAD AND A CUT
 SC1609'BANK.  TURN LEFT ONTO DIRT ROAD AND GO 0.2 MILE.  TURN LEFT,
 SC1609'UPHILL, AND GO 0.2 MILE TO TOP OF HILL AND STATION.  NOTE.  THE
 SC1609'LAST 0.4 MILE IS VERY STEEP AND CANNOT BE DRIVEN IN WET
 SC1609'WEATHER.
 SC1609'
 SC1609'STATION WINLOCK WILL SERVE AS THE AZIMUTH.
 SC1609
 SC1609                          STATION RECOVERY (1973)
 SC1609
 SC1609'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (DM)
 SC1609'CLEAR CREEK 1947 GOOD
 SC1609'
 SC1609'TURN RT FROM WINLOCK-VADER ROAD JUST OUT OF WINLOCK ON JONES
 SC1609'ROAD.  DRIVE UP JONES ROAD APPROX 4 MILES TO THE DUMP.  DRIVE 1/4
 SC1609'MILE FURTHER TO FIRST ROAD ON LT.  WALK UP 500 TO INT TURN
 SC1609'LT.  CLEAR CREEK IS ON TOP HILL.  TIMBER HAS GROWN SINCE 1947.  WE
 SC1609'USED AN ECCENTRIC TO SEE OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1196 ***********************************************************************
 SB1196  CBN         -  This is a Cooperative Base Network Control Station.
 SB1196  DESIGNATION -  CLEAR LAKE
 SB1196  PID         -  SB1196
 SB1196  STATE/COUNTY-  WA/YAKIMA
 SB1196  USGS QUAD   -  SPIRAL BUTTE (1988)
 SB1196
 SB1196                         *CURRENT SURVEY CONTROL
 SB1196  ___________________________________________________________________
 SB1196* NAD 83(1998)-  46 37 41.36281(N)    121 16 15.62977(W)     ADJUSTED  
 SB1196* NAVD 88     -       914.     (meters)    2999.     (feet)  VERTCON   
 SB1196  ___________________________________________________________________
 SB1196  X           -  -2,277,981.828 (meters)                     COMP
 SB1196  Y           -  -3,750,896.165 (meters)                     COMP
 SB1196  Z           -   4,614,125.326 (meters)                     COMP
 SB1196  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 SB1196  ELLIP HEIGHT-         894.31  (meters)          (07/03/01) GPS OBS
 SB1196  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SB1196
 SB1196  HORZ ORDER  -  B
 SB1196  ELLP ORDER  -  FIFTH     CLASS I
 SB1196
 SB1196.The horizontal coordinates were established by GPS observations
 SB1196.and adjusted by the National Geodetic Survey in July 2001..
 SB1196.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB1196.DATUM ITEM on the data sheet items page.
 SB1196
 SB1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1196
 SB1196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB1196
 SB1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1196
 SB1196.The ellipsoidal height was determined by GPS observations
 SB1196.and is referenced to NAD 83.
 SB1196
 SB1196.The geoid height was determined by GEOID03.
 SB1196
 SB1196;                    North         East     Units Scale Factor Converg.
 SB1196;SPC WA S     -   144,208.026   440,960.578   MT  0.99991488   -0 33 36.2
 SB1196;SPC WA S     -   473,122.50  1,446,718.16   sFT  0.99991488   -0 33 36.2
 SB1196;UTM  10      - 5,165,295.695   632,355.642   MT  0.99981533   +1 15 25.2
 SB1196
 SB1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1196!SPC WA S     -   0.99985983  x   0.99991488  =   0.99977472
 SB1196!UTM  10      -   0.99985983  x   0.99981533  =   0.99967519
 SB1196
 SB1196                          SUPERSEDED SURVEY CONTROL
 SB1196
 SB1196  NAD 83(1991)-  46 37 41.36165(N)    121 16 15.62955(W) AD(       ) B
 SB1196  ELLIP H (05/29/91)  894.43   (m)                       GP(       ) 4 1
 SB1196  NGVD 29 (05/29/91)  912.     (m)         2992.     (f) GPS OBS        
 SB1196
 SB1196.Superseded values are not recommended for survey control.
 SB1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1196.See file dsdata.txt to determine how the superseded data were derived.
 SB1196
 SB1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS3235665296(NAD 83)
 SB1196_MARKER: DH = HORIZONTAL CONTROL DISK
 SB1196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB1196_SP_SET: MASSIVE STRUCTURE
 SB1196_STAMPING: CLEAR LAKE 1990
 SB1196_MARK LOGO: NGS   
 SB1196_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1196+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1991
 SB1196
 SB1196  HISTORY     - Date     Condition        Report By
 SB1196  HISTORY     - 1990     MONUMENTED       NGS
 SB1196  HISTORY     - 19910904 GOOD             WA-077
 SB1196
 SB1196                          STATION DESCRIPTION
 SB1196
 SB1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SB1196'THE STATION IS LOCATED ABOUT 45.0 KM (28.0 MI) NORTH OF SIGNAL PEAK,
 SB1196'25.8 KM (16.0 MI) SOUTH OF BUMPING LAKE, 29.0 KM (18.0 MI) EAST OF
 SB1196'PACKWOOD AND AT THE US BUREAU OF RECLAMATION CLEAR LAKE DAM.
 SB1196'TO REACH FROM THE US FOREST SERVICE RANGER STATION IS NACHES, GO
 SB1196'NORHWEST ON US HIGHWAY 12 FOR 7.24 KM (4.50 MI) TO THE JUNCTION OF
 SB1196'STATE ROUTE 410.  BEAR LEFT AND CONTINUE SOUTHWESTERLY ON US HIGHWAY
 SB1196'12 FOR 19.31 KM (12.00 MI) TO THE TROUT LODGE AND STORE ON THE LEFT.
 SB1196'CONTINUE AHEAD WESTERLY ON US HIGHWAY 12 FOR 23.50 KM (14.60 MI) TO
 SB1196'A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON TIETON ROAD FOR 0.64 KM
 SB1196'(0.40 MI) TO A FORK.  TAKE THE LEFT FORK, DOWNHILL FOR 0.16 KM
 SB1196'(0.10 MI) TO A SIDE ROAD RIGHT AND A CABLE GATE.  THE KEY CAN BE
 SB1196'OBTAINED FROM THE US BUREAU OF RECLAMATION OFFICE IN YAKIMA. TURN
 SB1196'RIGHT, PASS THROUGH THE GATE AND GO SOUTHERLY UPHILL FOR 0.08 KM
 SB1196'(0.05 MI) TO THE DAM AND THE STATION ON THE LEFT.
 SB1196'THE MARK IS SET IN A DRILL HOLE IN THE CONCRETE WINGWALL OF THE DAM.
 SB1196'IT IS 13.5 M (44.3 FT) SOUTH-SOUTHEAST OF THE NORTHWEST END OF A
 SB1196'CHAIN LINK FENCE, 0.7 M (2.3 FT) NORTH-NORTHEAST OF THE NORTHEAST END
 SB1196'OF A GATE AND 0.6 M (2.0 FT) WEST OF THE EAST EDGE OF THE SIDEWALK.
 SB1196
 SB1196                          STATION RECOVERY (1991)
 SB1196
 SB1196'RECOVERY NOTE BY YAKIMA COUNTY WASHINGTON 1991
 SB1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3395 ***********************************************************************
 RD3395  DESIGNATION -  CLEARING
 RD3395  PID         -  RD3395
 RD3395  STATE/COUNTY-  WA/CLARK
 RD3395  USGS QUAD   -  VANCOUVER (1990)
 RD3395
 RD3395                         *CURRENT SURVEY CONTROL
 RD3395  ___________________________________________________________________
 RD3395* NAD 83(1991)-  45 44 48.49518(N)    122 41 23.39215(W)     ADJUSTED  
 RD3395* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 RD3395  ___________________________________________________________________
 RD3395  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 RD3395  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 RD3395
 RD3395  HORZ ORDER  -  THIRD
 RD3395
 RD3395.The horizontal coordinates were established by classical geodetic methods
 RD3395.and adjusted by the National Geodetic Survey in December 1991..
 RD3395
 RD3395.The orthometric height was scaled from a topographic map.
 RD3395
 RD3395.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3395
 RD3395.The geoid height was determined by GEOID03.
 RD3395
 RD3395;                    North         East     Units Scale Factor Converg.
 RD3395;SPC WA S     -    48,323.189   329,614.745   MT  1.00002074   -1 35 26.5
 RD3395;SPC WA S     -   158,540.33  1,081,411.04   sFT  1.00002074   -1 35 26.5
 RD3395;SPC OR N     -   233,462.239 2,329,626.542   MT  0.99994548   -1 33 10.8
 RD3395;SPC OR N     -   765,952.23  7,643,131.70   iFT  0.99994548   -1 33 10.8
 RD3395;UTM  10      - 5,065,963.105   524,126.401   MT  0.99960716   +0 13 19.8
 RD3395
 RD3395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3395!SPC WA S     -   0.99998959  x   1.00002074  =   1.00001033
 RD3395!SPC OR N     -   0.99998959  x   0.99994548  =   0.99993507
 RD3395!UTM  10      -   0.99998959  x   0.99960716  =   0.99959675
 RD3395
 RD3395|---------------------------------------------------------------------|
 RD3395| PID    Reference Object                     Distance      Geod. Az  |
 RD3395|                                                           dddmmss.s |
 RD3395| CE2421 CLEARING RM 2                         9.336 METERS 03605     |
 RD3395| RD2977 PORTLAND KGW RADIO TOWER            APPROX.16.2 KM 1791256.9 |
 RD3395| RD3355 VANCOUVER ALCOA STACK               APPROX.11.4 KM 1970221.4 |
 RD3395| RD3614 EAST TOWER                          APPROX.16.3 KM 2071153.6 |
 RD3395| CE2420 CLEARING RM 1                        15.120 METERS 29802     |
 RD3395|---------------------------------------------------------------------|
 RD3395
 RD3395                          SUPERSEDED SURVEY CONTROL
 RD3395
 RD3395  NAD 83(1991)-  45 44 48.49519(N)    122 41 23.39218(W) AD(       ) 3
 RD3395  NAD 83(1986)-  45 44 48.51299(N)    122 41 23.39187(W) AD(       ) 3
 RD3395  NAD 27      -  45 44 49.10000(N)    122 41 19.02800(W) AD(       ) 3
 RD3395
 RD3395.Superseded values are not recommended for survey control.
 RD3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3395.See file dsdata.txt to determine how the superseded data were derived.
 RD3395
 RD3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2412665963(NAD 83)
 RD3395_MARKER: DS = TRIANGULATION STATION DISK
 RD3395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD3395
 RD3395  HISTORY     - Date     Condition        Report By
 RD3395  HISTORY     - 1946     MONUMENTED       CGS
 RD3395  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RD3395  HISTORY     - 20060628 MARK NOT FOUND   USPSQD
 RD3395
 RD3395                          STATION DESCRIPTION
 RD3395
 RD3395'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3395'STATION IS LOCATED ON A PROMINENT NOSE ABOUT 2.5 MILES NNE OF
 RD3395'FELIDA, ABOUT 1 MILE E OF SARA, AND ABOUT 1.3 MILES W OF BAKER.  TO
 RD3395'REACH THE STATION FROM SARA, GO 0.8 MILE E ALONG FARM-MARKET
 RD3395'ROAD NO. 16, TURN RIGHT ONTO GRAVEL ROAD AND GO 0.2 MILE TO AN
 RD3395'E-W FENCE LINE AND THE END OF TRUCK TRAVEL.  PACK ABOUT 0.2 MILE
 RD3395'E ALONG THIS FENCE LINE TO THE FENCE CORNER AT THE SW CORNER OF
 RD3395'A PRUNE ORCHARD AND THE STATION.  IT IS LOCATED 2.9 METERS E
 RD3395'AND 8.0 METERS S OF THE FENCE CORNER, I.E., MEASURING E ALONG
 RD3395'THE FENCE LINE AND S AT RIGHT ANGLES TO THE FENCE LINE.  IT
 RD3395'IS A BRONZE STATION DISK SET IN THE TOP OF A CONCRETE POST
 RD3395'PROJECTING 6 INCHES ABOVE THE GROUND.
 RD3395'
 RD3395'REFERENCE MARK 1 IS NW OF THE STATION, ON THE FENCE LINE, 10.5
 RD3395'METERS W OF THE FENCE CORNER.  IT IS A BRONZE REFERENCE DISK SET
 RD3395'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 RD3395'GROUND.
 RD3395'
 RD3395'REFERENCE MARK 2 IS NE OF THE STATION ON THE FENCE LINE, 8.4
 RD3395'METERS E OF THE FENCE CORNER.  IT IS A BRONZE REFERENCE DISK SET
 RD3395'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 RD3395'GROUND.
 RD3395
 RD3395                          STATION RECOVERY (1971)
 RD3395
 RD3395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RD3395'REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 RD3395'GOOD CONDITION.  THE STATION MARK HAD BEEN HIT BY HEAVY MACHINERY,
 RD3395'AND WAS LEANING ABOUT 30 DEGREES.  IT WAS APPARENT THE ORIGINAL
 RD3395'DISTANCE TO REFERENCE MARK NO. 2 WAS IN ERROR.  BY ADHERING TO
 RD3395'THE DISTANCE TO REFERENCE MARK NO. 1, AND THE ANGLE BETWEEN THE
 RD3395'REFERENCE MARKS THE STATION WAS RE-STORED.  A NEW AND COMPLETE
 RD3395'DESCRIPTION FOLLOWS.
 RD3395'
 RD3395'THE STATION IS ON GRASS LAND OWNED BY MR. W. J. WEINBERG, AND
 RD3395'MANAGED BY MR. HAROLD CHAMBER.
 RD3395'
 RD3395'TO REACH THE STATION FROM THE NORTH END OF THE INTERSTATE BRIDGE
 RD3395'IN VAN COUVER GO NORTH ON INTERSTATE 5 FOR 9.2 MILES TO 179TH
 RD3395'STREET, TURN LEFT, AND GO WEST ON 179TH STREET FOR 1.5 MILES TO
 RD3395'NW 21ST AVENUE ON THE LEFT, TURN LEFT, AND GO SOUTH ON NW 21ST
 RD3395'AVENUE FOR 0.25 MILE TO THE END OF TRUCK TRAVEL, THIS IS 0.1 MILE
 RD3395'NORTHWEST OF MR. WEINBERGS STABLES.  PACK EAST ALONG THE SOUTH
 RD3395'SIDE OF AN EAST-WEST FENCE, CROSSING TWO BOARD FENCES FOR 0.2
 RD3395'MILE TO THE STATION.
 RD3395'
 RD3395'THE STATION MARK, STAMPED CLEARING 1946 1971, IS THE ORIGINAL
 RD3395'TRAVERSE STATION MARK DISK RE-STAMPED, AND SET IN A 10-INCH SQUARE
 RD3395'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 175 FEET EAST OF
 RD3395'A LONE FIR TREE, 26 FEET SOUTH-SOUTHEAST OF A T FENCE CORNER, 24
 RD3395'FEET SOUTH OF THE BOARD FENCE, AND 1 FOOT NORTH OF A METAL
 RD3395'WITNESS POST.  AN UNDERGROUND MARK, STAMPED CLEARING 1946 1971
 RD3395'WAS ESTABLISHED.
 RD3395'
 RD3395'REFERENCE MARK NO. 1, STAMPED CLEARING NO 1 1946, IS A STANDARD
 RD3395'DISK SET IN A 7-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RD3395'INCHES, 150 FEET EAST OF THE LONE FIR TREE, 50 FEET NORTHWEST OF
 RD3395'THE WITNESS POST, 35 FEET WEST OF THE T FENCE CORNER, AND IN THE
 RD3395'EAST-WEST FENCE LINE.
 RD3395'
 RD3395'REFERENCE MARK NO. 2, STAMPED CLEARING NO 2 1946, IS A STANDARD
 RD3395'DISK SET IN A 7-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RD3395'INCHES, 31 FEET NORTHEAST OF THE WITNESS POST.  28 FEET EAST OF
 RD3395'THE T FENCE CORNER, AND IN THE EAST-WEST FENCE LINE.
 RD3395'
 RD3395'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RD3395'6 MILES NORTHWEST OF VAN COUVER.
 RD3395
 RD3395                          STATION RECOVERY (2006)
 RD3395
 RD3395'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 RD3395'AREA VERY BADLY OVERGROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3475 ***********************************************************************
 SY3475  DESIGNATION -  CLEARVIEW
 SY3475  PID         -  SY3475
 SY3475  STATE/COUNTY-  WA/SNOHOMISH
 SY3475  USGS QUAD   -  MALTBY (1981)
 SY3475
 SY3475                         *CURRENT SURVEY CONTROL
 SY3475  ___________________________________________________________________
 SY3475* NAD 83(1991)-  47 50 10.36248(N)    122 07 28.31320(W)     ADJUSTED  
 SY3475* NAVD 88     -       188.     (meters)     617.     (feet)  SCALED    
 SY3475  ___________________________________________________________________
 SY3475  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 SY3475  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SY3475
 SY3475  HORZ ORDER  -  FIRST
 SY3475
 SY3475.The horizontal coordinates were established by classical geodetic methods
 SY3475.and adjusted by the National Geodetic Survey in December 1991..
 SY3475
 SY3475.The orthometric height was scaled from a topographic map.
 SY3475
 SY3475.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3475
 SY3475.The geoid height was determined by GEOID03.
 SY3475
 SY3475;                    North         East     Units Scale Factor Converg.
 SY3475;SPC WA N     -    93,782.353   403,348.240   MT  0.99995428   -0 57 40.8
 SY3475;SPC WA N     -   307,684.27  1,323,318.35   sFT  0.99995428   -0 57 40.8
 SY3475;UTM  10      - 5,298,467.111   565,512.213   MT  0.99965274   +0 38 56.2
 SY3475
 SY3475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3475!SPC WA N     -   0.99997416  x   0.99995428  =   0.99992844
 SY3475!UTM  10      -   0.99997416  x   0.99965274  =   0.99962691
 SY3475
 SY3475|---------------------------------------------------------------------|
 SY3475| PID    Reference Object                     Distance      Geod. Az  |
 SY3475|                                                           dddmmss.s |
 SY3475| SY3480 CLEARVIEW AZIMUTH MARK RESET        255.669 METERS 01532     |
 SY3475| CF7282 CLEARVIEW AZ MK                                    0174919.0 |
 SY3475| CF7283 CLEARVIEW RM 1                       34.793 METERS 08052     |
 SY3475| SY4875 ALDERWOOD WATER TANK                APPROX.12.2 KM 2823235.8 |
 SY3475| CF7284 CLEARVIEW RM 2                       30.733 METERS 28545     |
 SY3475| SY4870 PAINE FIELD AIRWAY BEACON           APPROX.14.2 KM 3030406.0 |
 SY3475|---------------------------------------------------------------------|
 SY3475
 SY3475                          SUPERSEDED SURVEY CONTROL
 SY3475
 SY3475  NAD 83(1986)-  47 50 10.35611(N)    122 07 28.31377(W) AD(       ) 1
 SY3475  NAD 27      -  47 50 11.00500(N)    122 07 23.85900(W) AD(       ) 1
 SY3475
 SY3475.Superseded values are not recommended for survey control.
 SY3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3475.See file dsdata.txt to determine how the superseded data were derived.
 SY3475
 SY3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6551298467(NAD 83)
 SY3475_MARKER: Z = SEE DESCRIPTION
 SY3475_SETTING: 0 = UNSPECIFIED SETTING
 SY3475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY3475+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 SY3475
 SY3475  HISTORY     - Date     Condition        Report By
 SY3475  HISTORY     - 1941     MONUMENTED       CGS
 SY3475  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY3475  HISTORY     - 1964     SEE DESCRIPTION  BPA
 SY3475  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY3475  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY3475  HISTORY     - 20040917 GOOD             INDIV
 SY3475
 SY3475                          STATION DESCRIPTION
 SY3475
 SY3475'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SY3475'STATION IS 5-1/2 MILES AIR LINE, 6 MILES BY ROAD, SSW OF SNOHOMISH,
 SY3475'0.1 MILE N OF THE CLEARVIEW COMMUNITY HALL, ON THE SUMMIT OF A
 SY3475'HIGH RIDGE, ON THE E SIDE OF STATE HIGHWAY 1-A, ALONG THE
 SY3475'PROPERTY-LINE FENCE OF OTTO JOHNSON, W OF HIS RANCH HOME, 50 FEET
 SY3475'S OF THE DRIVEWAY GATE, 1 FOOT E OF THE FENCE.
 SY3475'
 SY3475'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 SY3475'POST.  IT IS STAMPED CLEARVIEW 1941.
 SY3475'
 SY3475'THE UNDERGROUND MARK IS THE SAME AS THE SURFACE MARK EXCEPT THAT
 SY3475'THE CONCRETE POST IS SMALLER IN SIZE.  IT IS ALSO STAMPED
 SY3475'CLEARVIEW 1941.
 SY3475'
 SY3475'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 SY3475'POST AT THE SW CORNER OF JOHNSONS GARAGE, AND IS STAMPED CLEARVIEW
 SY3475'NO.1 1941.
 SY3475'
 SY3475'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 SY3475'POST ON THE W SIDE OF THE HIGHWAY, OPPOSITE THE STATION.  IT IS
 SY3475'W OF THE STATION, AND IS STAMPED CLEARVIEW NO.2 1941.
 SY3475'
 SY3475'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE POST, ON
 SY3475'THE W SIDE OF THE HIGHWAY ON THE TOP OF A HIGHWAY CUT, 10 FEET
 SY3475'FROM THE EDGE, AND IS STAMPED CLEARVIEW 1941.
 SY3475'
 SY3475'TO REACH FROM THE N END OF THE SNOHOMISH RIVER BRIDGE, W SIDE
 SY3475'OF SNOHOMISH, GO S ON STATE HIGHWAY 1-A, TOWARDS
 SY3475'WOODINVILLE-SEATTLE, FOR 5.9 MILES TO THE DRIVEWAY ENTRANCE TO THE
 SY3475'OTTO JOHNSON RANCH, END OF TRUCK TRAVEL, 50 FEET N OF STATION.
 SY3475'
 SY3475'OBSERVATIONS WERE TAKEN FROM A 103-FOOT STEEL TOWER.
 SY3475
 SY3475                          STATION RECOVERY (1955)
 SY3475
 SY3475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY3475'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 SY3475'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED DURING
 SY3475'THE PROCESS OF SOME LAND LEVELING.  ANOTHER AZIMUTH MARK WAS
 SY3475'ESTABLISHED BY THIS PARTY.  A NEW AND COMPLETE DESCRIPTION
 SY3475'FOLLOWS--
 SY3475'
 SY3475'THE STATION IS ABOUT 5-1/2 MI. S OF SNOHOMISH, 0.2 MI. N OF
 SY3475'CLEARVIEW AND AT THE W EDGE OF A LAWN OWNED BY MR. OTTO
 SY3475'JOHNSON.  THE STATION MARK IS 51 FT. E OF THE CENTER OF STATE
 SY3475'ROAD 1 A, 48 FT. S OF THE CENTER OF MR. JOHNSONS DRIVEWAY, 10
 SY3475'FT. N-NE OF A POWERLINE POLE AND 2 FT. E OF A PICKET FENCE.  IT
 SY3475'PROJECTS 2 IN. AND IS STAMPED CLEARVIEW 1941 (NOTES 1A AND 7A).
 SY3475'
 SY3475'REFERENCE MARK 1 IS 60 FT. N OF THE NW CORNER OF MR. JOHNSONS
 SY3475'HOUSE AND 1 FT. S OF THE SW CORNER OF THE GARAGE.  IT IS SET FLUSH
 SY3475'AND IS STAMPED CLEARVIEW NO 1 1941 (NOTE 11A).
 SY3475'
 SY3475'REFERENCE MARK 2 IS 50 FT. W OF THE CENTER OF STATE ROAD 1 A,
 SY3475'18 FT. N OF THE CENTER OF A DRIVEWAY AND 1 FT. E OF A N-S FENCE
 SY3475'LINE.  IT PROJECTS 3 IN. AND IS STAMPED CLEARVIEW NO 2 1941
 SY3475'(NOTE 11A).
 SY3475'
 SY3475'THE AZIMUTH MARK IS 46 FT. W OF THE CENTER OF STATE ROAD 1 A
 SY3475'AND 2 FT. E OF A POWERLINE POLE.  IT IS SET FLUSH AND IS STAMPED
 SY3475'CLEARVIEW 1941 RESET 1955 (NOTE 16A).
 SY3475'
 SY3475'TO REACH THE STATION FROM THE POST OFFICE IN CLEARVIEW, GO N ON
 SY3475'STATE ROAD 1 A FOR 0.2 MI. TO THE STATION ON THE RIGHT.
 SY3475'
 SY3475'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON STATE ROAD
 SY3475'1 A FOR 0.15 MI. TO THE AZIMUTH MARK ON THE LEFT.
 SY3475
 SY3475                          STATION RECOVERY (1964)
 SY3475
 SY3475'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1964
 SY3475'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 SY3475'DESCRIPTION IS ADEQUATE.  STATE HIGHWAY NO. 1-A HAS BEEN CHANGED
 SY3475'TO HIGHWAY NO. 9.
 SY3475'
 SY3475'THE DISTANCE FROM THE STATION MARK TO THE AZIMUTH MARK WAS
 SY3475'MEASURED AND THE AZIMUTH COMPUTED FROM OBSERVATIONS MADE BY
 SY3475'R.L.E. (USC AND GS) 1955.
 SY3475'
 SY3475'196 DEG 30 MIN 01 SEC TO THE AZIMUTH MARK.  (GRID AZIMUTH)
 SY3475
 SY3475                          STATION RECOVERY (1968)
 SY3475
 SY3475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY3475'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  A
 SY3475'COMPLETE NEW DESCRIPTION FOLLOWS--
 SY3475'
 SY3475'THE STATION IS ABOUT 6 MILES NORTH-NORTHEAST OF BOTHEL, 6 MILES
 SY3475'SOUTH-SOUTHWEST OF SNOHOMISH, 0.2 MILE NORTH OF THE INTERSECTION
 SY3475'OF VINE STREET AND STATE HIGHWAY 9 IN THE VILLAGE OF CLEARVIEW,
 SY3475'(BLINKER LIGHT AT INTERSECTION), AND ON THE LAWN IN FRONT OF THE
 SY3475'JOHNSON RESIDENCE ON THE EAST SIDE OF STATE HIGHWAY 9.
 SY3475'
 SY3475'THE STATION MARK, STAMPED CLEARVIEW 1941, IS A STANDARD DISK SET
 SY3475'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 53 FEET
 SY3475'SOUTH OF THE CENTER OF THE DRIVEWAY INTO THE JOHNSON RESIDENCE,
 SY3475'52 FEET EAST OF AND 4 FEET HIGHER THAN THE CENTER OF STATE HIGHWAY
 SY3475'9, 12 FEET NORTH-NORTHEAST OF A POWER POLE, 13 FEET NORTH OF THE
 SY3475'PROJECTED NORTH SIDE OF JOHNSONS HOUSE, (WHICH HAS AN IMITATION
 SY3475'RED-BRICK SIDING) AND 6 FEET EAST OF THE UPPER EDGE OF THE ROAD
 SY3475'CUT.
 SY3475'
 SY3475'REFERENCE MARK NO. 1, STAMPED CLEARVIEW NO 1 1941, IS A STANDARD
 SY3475'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 SY3475'21.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 SY3475'WALK LEADING SOUTH TO THE HOUSE, 9 FEET EAST OF THE PROJECTED
 SY3475'EAST SIDE OF THE WALK, 1.5 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 SY3475'CORNER OF THE GARAGE AND ON LINE WITH THE PROJECTED CENTERLINE
 SY3475'OF THE DRIVEWAY.
 SY3475'
 SY3475'REFERENCE MARK NO. 2, STAMPED CLEARVIEW NO 2 1941, IS A STANDARD
 SY3475'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES, (POST
 SY3475'APPEARS TO BE TILTED SLIGHTLY TO THE EAST).  IT IS 48 FEET WEST
 SY3475'OF AND 5 FEET HIGHER THAN THE CENTERLINE OF STATE HIGHWAY 9, 34
 SY3475'FEET EAST OF A 2-FOOT CEDAR TREE, 17 FEET NORTH OF THE CENTER OF
 SY3475'A DRIVEWAY AND 16 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 127.
 SY3475'
 SY3475'THE AZIMUTH MARK, STAMPED CLEARVIEW 1941 RESET 1955, IS A STANDARD
 SY3475'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  THE
 SY3475'MARK IS 0.15 MILE NORTH OF THE STATION MARK, 120 YARDS NORTH OF
 SY3475'THE CENTER OF 176TH STREET EAST, 43 FEET WEST OF THE CENTER OF
 SY3475'STATE HIGHWAY 9, 2 FEET EAST OF POWER POLE NUMBER 124, ONE FOOT
 SY3475'SOUTH OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
 SY3475'
 SY3475'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3475'6 MILES NORTH-NORTHEAST.
 SY3475
 SY3475                          STATION RECOVERY (1973)
 SY3475
 SY3475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SY3475'THE STATION WAS RECOVERED AS DESCRIBED BY N.E.T. IN 1968.
 SY3475'
 SY3475'THE OBSERVED DIRECTIONS TO THE REFERENCE MARKS COMPARE FAVORABLY
 SY3475'WITH THE 1955 WORK, AND THE DISTANCE TO REFERENCE MARK NO. 1
 SY3475'CHECKS, BUT THE DISTANCE TO REFERENCE MARK NO. 2 MEASURES 0.128
 SY3475'METER SHORTER THAN IN 1955.  THIS MARK IS ACROSS A BUSY HIGHWAY
 SY3475'FROM THE STATION AND OVER 100 FEET AWAY, WHICH MAKES MEASURING
 SY3475'DIFFICULT.  THE 1968 RECOVERY NOTE MENTIONS THE MARK BEING
 SY3475'TILTED SLIGHTLY TO THE EAST, WHICH WOULD MAKE THE MEASUREMENT
 SY3475'SOMEWHAT SHORTER.
 SY3475'
 SY3475'OFFICE NOTE--A POLARIS OBSERVATION WAS MADE IN 1974 TO DETERMINE
 SY3475'THE AZIMUTH MARK.
 SY3475'
 SY3475'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3475'6 MILES NORTH-NORTHEAST OF BOTHEL.
 SY3475
 SY3475                          STATION RECOVERY (2004)
 SY3475
 SY3475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GAC)
 SY3475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3480 ***********************************************************************
 SY3480  DESIGNATION -  CLEARVIEW AZIMUTH MARK RESET
 SY3480  PID         -  SY3480
 SY3480  STATE/COUNTY-  WA/SNOHOMISH
 SY3480  USGS QUAD   -  MALTBY (1981)
 SY3480
 SY3480                         *CURRENT SURVEY CONTROL
 SY3480  ___________________________________________________________________
 SY3480* NAD 83(1991)-  47 50 18.33834(N)    122 07 25.02169(W)     ADJUSTED  
 SY3480* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 SY3480  ___________________________________________________________________
 SY3480  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 SY3480  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SY3480
 SY3480  HORZ ORDER  -  THIRD
 SY3480
 SY3480.The horizontal coordinates were established by classical geodetic methods
 SY3480.and adjusted by the National Geodetic Survey in December 1991..
 SY3480.No horizontal observational check was made to the station.
 SY3480
 SY3480.The orthometric height was scaled from a topographic map.
 SY3480
 SY3480.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3480
 SY3480.The geoid height was determined by GEOID03.
 SY3480
 SY3480;                    North         East     Units Scale Factor Converg.
 SY3480;SPC WA N     -    94,027.496   403,420.804   MT  0.99995409   -0 57 38.3
 SY3480;SPC WA N     -   308,488.54  1,323,556.42   sFT  0.99995409   -0 57 38.3
 SY3480;UTM  10      - 5,298,714.122   565,577.839   MT  0.99965284   +0 38 58.7
 SY3480
 SY3480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3480!SPC WA N     -   0.99997478  x   0.99995409  =   0.99992887
 SY3480!UTM  10      -   0.99997478  x   0.99965284  =   0.99962763
 SY3480
 SY3480                          SUPERSEDED SURVEY CONTROL
 SY3480
 SY3480  NAD 83(1986)-  47 50 18.33197(N)    122 07 25.02227(W) AD(       ) 3
 SY3480  NAD 27      -  47 50 18.98101(N)    122 07 20.56820(W) AD(       ) 3
 SY3480
 SY3480.Superseded values are not recommended for survey control.
 SY3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3480.See file dsdata.txt to determine how the superseded data were derived.
 SY3480
 SY3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6557898714(NAD 83)
 SY3480_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3480+STABILITY: SURFACE MOTION
 SY3480
 SY3480  HISTORY     - Date     Condition        Report By
 SY3480  HISTORY     - 1974     MONUMENTED       NGS
 SY3480
 SY3480                          STATION DESCRIPTION
 SY3480
 SY3480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY3480'THIS AZIMUTH MARK WAS ESTABLISHED BECAUSE ORIGINAL WAS DESTROYED
 SY3480'DURING THE PROCESS OF SOME LAND LEVELING.
 SY3480'
 SY3480'THE AZIMUTH MARK IS 46 FEET W OF THE CENTER OF STATE ROAD 1 A
 SY3480'AND 2 FT. E OF A POWERLINE POLE.  IT IS SET FLUSH AND IS STAMPED
 SY3480'CLEARVIEW 1941 RESET 1955.  (NOTE 16A)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0676 ***********************************************************************
 SD0676  DESIGNATION -  CLEARWATER
 SD0676  PID         -  SD0676
 SD0676  STATE/COUNTY-  WA/JEFFERSON
 SD0676  USGS QUAD   -  QUEETS (1982)
 SD0676
 SD0676                         *CURRENT SURVEY CONTROL
 SD0676  ___________________________________________________________________
 SD0676* NAD 83(1991)-  47 34 39.30685(N)    124 19 38.63550(W)     ADJUSTED  
 SD0676* NAVD 88     -       215.9    (meters)     708.     (feet)  VERTCON   
 SD0676  ___________________________________________________________________
 SD0676  LAPLACE CORR-           7.34  (seconds)                    DEFLEC99
 SD0676  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SD0676
 SD0676  HORZ ORDER  -  FIRST
 SD0676
 SD0676.The horizontal coordinates were established by classical geodetic methods
 SD0676.and adjusted by the National Geodetic Survey in December 1991..
 SD0676
 SD0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0676
 SD0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0676
 SD0676.The geoid height was determined by GEOID03.
 SD0676
 SD0676;                    North         East     Units Scale Factor Converg.
 SD0676;SPC WA N     -    70,183.496   237,226.596   MT  0.99998643   -2 36 05.0
 SD0676;SPC WA N     -   230,260.35    778,300.92   sFT  0.99998643   -2 36 05.0
 SD0676;SPC WA S     -   256,451.863   212,149.472   MT  1.00006510   -2 46 48.7
 SD0676;SPC WA S     -   841,375.82    696,027.06   sFT  1.00006510   -2 46 48.7
 SD0676;UTM  10      - 5,270,205.973   400,177.210   MT  0.99972245   -0 58 47.8
 SD0676
 SD0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0676!SPC WA N     -   0.99996986  x   0.99998643  =   0.99995629
 SD0676!SPC WA S     -   0.99996986  x   1.00006510  =   1.00003495
 SD0676!UTM  10      -   0.99996986  x   0.99972245  =   0.99969232
 SD0676
 SD0676:                Primary Azimuth Mark                     Grid Az
 SD0676:SPC WA N     -  CLEARWATER AZ MK                         103 44 18.4
 SD0676:SPC WA S     -  CLEARWATER AZ MK                         103 55 02.1
 SD0676:UTM  10      -  CLEARWATER AZ MK                         102 07 01.2
 SD0676
 SD0676|---------------------------------------------------------------------|
 SD0676| PID    Reference Object                     Distance      Geod. Az  |
 SD0676|                                                           dddmmss.s |
 SD0676| DD9546 CLEARWATER AZ MK                                   1010813.4 |
 SD0676| SD0697 VILLE                               APPROX.30.7 KM 1655526.8 |
 SD0676| DD9547 CLEARWATER RM 1                      10.682 METERS 22238     |
 SD0676| DD9548 CLEARWATER RM 2                      10.189 METERS 34409     |
 SD0676|---------------------------------------------------------------------|
 SD0676
 SD0676                          SUPERSEDED SURVEY CONTROL
 SD0676
 SD0676  NAD 83(1986)-  47 34 39.29762(N)    124 19 38.64632(W) AD(       ) 1
 SD0676  NAD 27      -  47 34 40.00600(N)    124 19 33.95800(W) AD(       ) 1
 SD0676  NGVD 29 (07/19/86)  214.9    (m)          705.     (f) VERT ANG       
 SD0676
 SD0676.Superseded values are not recommended for survey control.
 SD0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0676.See file dsdata.txt to determine how the superseded data were derived.
 SD0676
 SD0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT0017770206(NAD 83)
 SD0676_MARKER: DS = TRIANGULATION STATION DISK
 SD0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0676
 SD0676  HISTORY     - Date     Condition        Report By
 SD0676  HISTORY     - 1954     MONUMENTED       CGS
 SD0676  HISTORY     - 1968     GOOD             CGS
 SD0676  HISTORY     - 1973     GOOD             RAYONI
 SD0676
 SD0676                          STATION DESCRIPTION
 SD0676
 SD0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SD0676'THE STATION IS ABOUT 2-1/2 MILES (AIRLINE) NORTH OF THE VILLAGE
 SD0676'OF QUEETS, ABOUT 2 MILES EAST OF THE COAST, AND ABOUT 2 MILES EAST
 SD0676'OF THE COMMUNITY OF CLEARWATER.  THE STATION IS ON A WOODED HILL
 SD0676'WHICH IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 14, R 13W, T 24N.
 SD0676'
 SD0676'TO REACH THE STATION FROM THE MOTEL AND CAFE IN THE VILLAGE OF
 SD0676'QUEETS, GO SOUTHERLY ON U.S. HIGHWAY 101 FOR 4.95 MILES TO A SIDE
 SD0676'ROAD LEFT, AT SIGN CLEARWATER 3.  TURN LEFT, GO 3.25 MILES TO A
 SD0676'SIDE ROAD LEFT WHICH LEADS TO THE POST OFFICE IN
 SD0676'CLEARWATER.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A SIDE
 SD0676'ROAD LEFT AND LOCKED GATE.  * PASS THROUGH GATE AND FOLLOW
 SD0676'LOGGING ROAD NUMBER 1300 FOR 0.7 MILE TO A FORK.  TAKE LEFT FORK,
 SD0676'AND FOLLOW LOGGING ROAD NUMBER 1320 FOR 0.15 MILE TO A FORK.
 SD0676'TAKE RIGHT FORK, ROAD 1320, GO 0.65 MILE TO A FORK.  TAKE
 SD0676'RIGHT FORK, AND FOLLOW LOGGING ROAD NUMBER 1322 FOR 0.55 MILE
 SD0676'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR 0.1 MILE
 SD0676'TO A FORK.  TAKE LEFT FORK, UP HILL, GO 0.1 MILE TO THE
 SD0676'STATION IN SMALL CLEARING AND END OF ROAD.
 SD0676'
 SD0676'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS, 12-BY-12-BY-36
 SD0676'INCHES.
 SD0676'
 SD0676'STATION MARKS ARE STAMPED CLEARWATER 1954.  THE SURFACE STATION
 SD0676'MARK IS ABOUT 45 FEET SOUTH OF THE NORTH EDGE OF CLEARING AND
 SD0676'3 FEET NORTHWEST OF A STANDARD WITNESS POST.  THE MARK PROJECTS
 SD0676'8 INCHES ABOVE GROUND.  THE UNDERGROUND STATION MARK IS SET IN AN
 SD0676'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE MARK.
 SD0676'
 SD0676'REFERENCE MARK 1 IS STAMPED CLEARWATER NO 1 1954.  IT IS AT
 SD0676'THE EAST EDGE OF THE WOODS WHERE THE ROAD ENTERS THE CLEARING.  THE
 SD0676'MARK PROJECTS 4 INCHES ABOVE GROUND.
 SD0676'
 SD0676'REFERENCE MARK 2 IS STAMPED CLEARWATER NO 2 1954.  IT IS AT THE
 SD0676'NORTHERN EDGE OF THE CLEARING AND ABOUT 20 FEET SOUTH OF THE ROAD
 SD0676'WHICH LEADS TO THE STATION.  THE MARK PROJECTS 4 INCHES ABOVE
 SD0676'GROUND.
 SD0676'
 SD0676'THE AZIMUTH MARK IS STAMPED CLEARWATER 1954.  IT IS ON THE FIRST
 SD0676'LOW RIDGE EAST OF THE STATION, 21 FEET NORTH OF THE ROAD WHICH
 SD0676'LEADS TO THE STATION, 4 FEET SOUTH OF A STANDARD WITNESS POST, AND
 SD0676'33.8 FEET NORTH OF AN IRON STAKE WHICH IS THE SECTION CORNER
 SD0676'MARKER IN T-24, R-12, SECTIONS 13(24-13), 24(24-13), 23(24-13),
 SD0676'14(24-13).
 SD0676'
 SD0676'NOTE--*TO OBTAIN THE KEY FOR LOCKED GATE CONTINUE NORTH FROM
 SD0676'THE LOCKED GATE FOR 0.5 MILE TO THE MORRISON LOGGING COMPANY.
 SD0676'
 SD0676'A 126 FT. STEEL TOWER WAS USED.
 SD0676
 SD0676                          STATION RECOVERY (1968)
 SD0676
 SD0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DS)
 SD0676'TO REACH THE STATION FROM THE MOTEL AND CAFE IN THE VILLAGE OF
 SD0676'QUEETS, GO SOUTHERLY ON U.S. HWY. 101 FOR 4.95 MI. TO A SIDEROAD
 SD0676'LEFT (CLEARWATER ROAD).  TURN LEFT AND GO 3.35 MI. TO A SIDE
 SD0676'ROAD LEFT (THIS ROAD IS 0.65 MI. NORTH OF PRESENT POST OFFICE
 SD0676'AND 0.35 MI. TO S OF THE OFFICE AT THE MORRISION LOGGING
 SD0676'CO. CAMP.) TURN LEFT ON ROAD AND GO 0.35 MILE TO BRIDGE OVER
 SD0676'CLEARWATER RIVER, CONT. 0.05 MI. THROUGH GATE TO JUNCTION WITH
 SD0676'LOGGING ROAD NUMBER 1301, CONT. STRAIGHT AHEAD ON LOGGING ROAD
 SD0676'NO. 1300 FOR 0.3 MI. TO JUNCTION OF LOGGING ROAD NUMBER 1300
 SD0676'AND 1310.  TURN LEFT ON LOGGING ROADS NO. 1300 AND GO 0.1 MI.
 SD0676'TO JUNCTION OF LOGGING ROAD NO. 1300 AND 1322 ROADS.  TURN
 SD0676'LEFT ON 1322 ROAD AND GO 0.6 MI. TO AZIMUTH MARK ON LEFT SIDE
 SD0676'OF ROAD.  THE AZIMUTH MARK IS 34.55 FEET N 26 DEG E
 SD0676'FROM THE CORNER TO SECTION 13,14,23, AND 24, TOWNSHIP 24 N
 SD0676'RANGE 13 WEST WHICH IS AN IRON PIPE AND BRASS CAP ON THE
 SD0676'RIGHT EDGE OF THE ROAD.  FROM THE AZIMUTH MARKS GO WEST ALONG THE
 SD0676'ROAD 0.1 MILES TO TRACTOR ROAD GOING UP HILL TO THE STATION.
 SD0676'CONTINUE UP THE TRACTOR ROAD 0.1 MILE TO STATION.  THE STATION
 SD0676'AREA IS LOGGED OFF AND GROWING UP TO REPRODUCTION AND BRUSH,
 SD0676'TIMBER STILL STANDS TO THE NORTHWEST.
 SD0676'
 SD0676'THE STATION, REFERENCE MARKS AND AZIMUTH MARKS ARE IN GOOD
 SD0676'CONDITION.
 SD0676'
 SD0676'THE NEW DESCRIPTION IS NECESSARY BECAUSE A BRIDGE IS OUT ON THE
 SD0676'ROUTE OUTLINED IN THE PREVIOUS DESCRIPTION.
 SD0676
 SD0676                          STATION RECOVERY (1973)
 SD0676
 SD0676'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1973
 SD0676'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 SD0676'AS DESCRIBED AND ARE FIRMLY SET.  REFERENCE MARK NO. 1 BEARS SOUTH
 SD0676'45 DEG WEST FROM THE STATION, AND REFERENCE MARK NO. 2 BEARS NORTH
 SD0676'14 DEG WEST.
 SD0676'
 SD0676'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 34.55
 SD0676'FEET NORTH 26 DEG EAST FROM THE GENERAL LAND OFFICE, SOUTHWEST
 SD0676'CORNER TO SECTION 13, TOWNSHIP 24 NORTH, RANGE 13 WEST.  THE
 SD0676'SECTION CORNER IS ON THE SOUTH EDGE OF LOGGING ROAD NO. 1322.
 SD0676'
 SD0676'A NEW ACCESS DESCRIPTION IS NECESSARY AND FOLLOWS--GO TO THE
 SD0676'CLEARWATER ROAD WHICH IS 17.7 MILES NORTH OF THE QUINAULT RIVER
 SD0676'BRIDGE AT AMANDA PARK AND 0.95 MILE NORTH OF THE CLEARWATER-QUEETS
 SD0676'PUBLIC SCHOOL OR 4.95 MILES SOUTH OF THE VILLAGE OF QUEETS.  TURN
 SD0676'NORTH OFF OF U.S. HIGHWAY 101 FOR 2.8 MILES TO THE JEFFERSON
 SD0676'COUNTY COURT HOUSE ANNEX ON THE RIGHT.  GO PAST THE ANNEX 0.15
 SD0676'MILE TO A GRAVEL ROAD LEFT.  TURN LEFT OFF OF THE BLACK-TOP
 SD0676'ROAD AND GO 0.4 MILE TO THE CROSSROADS ON THE WEST SIDE OF THE
 SD0676'CLEARWATER RIVER.  KEEP STRAIGHT AHEAD ON THE NO. 1300
 SD0676'ROAD FOR 0.3 MILE TO A FORK.  KEEP LEFT ON THE NO. 1300 ROAD
 SD0676'AND GO 0.05 MILE TO A FORK.  KEEP RIGHT ON THE NO. 1300 ROAD
 SD0676'AND GO 0.1 MILE TO T ROAD RIGHT.  KEEP STRAIGHT AHEAD ON THE
 SD0676'NO. 1300 ROAD AND GO 0.4 MILE TO T ROAD RIGHT.  KEEP STRAIGHT
 SD0676'AHEAD 0.25 MILE TO FORK.  KEEP LEFT AND GO 0.65 MILE TO NO.
 SD0676'1322 ROAD.  TURN LEFT OFF OF NO. 1300 ROAD AND FOLLOW THE NO.
 SD0676'1322 ROAD SOUTHEASTERLY FOR 0.5 MILE TO THE AZIMUTH MARK AND
 SD0676'SECTION CORNER.  THE TRACTOR ROAD TO THE STATION IS 430 FEET WEST
 SD0676'ALONG THE NO. 1322 ROAD FROM THE AZIMUTH MARK.  FOLLOW THE TRACTOR
 SD0676'ROAD, WHICH IS GROWN OVER, ABOUT 600 FEET UPHILL TO THE
 SD0676'STATION.  THE CLEARING SURROUNDING THE STATION IS GROWING UP
 SD0676'TO YOUNG CONFIER REPRODUCTION AND BRUSH.  A TARGET FRAMEWORK
 SD0676'STANDS OVER THE STATION.  THE TIMBER TO THE NORTHWEST HAS BEEN
 SD0676'LOGGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1669 ***********************************************************************
 RZ1669  DESIGNATION -  CLEARWATER
 RZ1669  PID         -  RZ1669
 RZ1669  STATE/COUNTY-  WA/GARFIELD
 RZ1669  USGS QUAD   -  STENTZ SPRING (1995)
 RZ1669
 RZ1669                         *CURRENT SURVEY CONTROL
 RZ1669  ___________________________________________________________________
 RZ1669* NAD 83(1991)-  46 12 10.70833(N)    117 34 31.08014(W)     ADJUSTED  
 RZ1669* NAVD 88     -      1726.     (meters)    5663.     (feet)  VERTCON   
 RZ1669  ___________________________________________________________________
 RZ1669  LAPLACE CORR-           7.92  (seconds)                    DEFLEC99
 RZ1669  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 RZ1669
 RZ1669  HORZ ORDER  -  SECOND
 RZ1669
 RZ1669.The horizontal coordinates were established by classical geodetic methods
 RZ1669.and adjusted by the National Geodetic Survey in December 1991..
 RZ1669
 RZ1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1669
 RZ1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1669
 RZ1669.The geoid height was determined by GEOID03.
 RZ1669
 RZ1669;                    North         East     Units Scale Factor Converg.
 RZ1669;SPC WA S     -   100,844.389   725,661.057   MT  0.99993671   +2 07 28.2
 RZ1669;SPC WA S     -   330,853.63  2,380,772.98   sFT  0.99993671   +2 07 28.2
 RZ1669;UTM  11      - 5,116,760.594   455,616.386   MT  0.99962422   -0 24 54.9
 RZ1669
 RZ1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1669!SPC WA S     -   0.99973223  x   0.99993671  =   0.99966896
 RZ1669!UTM  11      -   0.99973223  x   0.99962422  =   0.99935655
 RZ1669
 RZ1669:                Primary Azimuth Mark                     Grid Az
 RZ1669:SPC WA S     -  CLEARWATER AZ MK                         359 29 00.2
 RZ1669:UTM  11      -  CLEARWATER AZ MK                         002 01 23.3
 RZ1669
 RZ1669|---------------------------------------------------------------------|
 RZ1669| PID    Reference Object                     Distance      Geod. Az  |
 RZ1669|                                                           dddmmss.s |
 RZ1669| CF4662 CLEARWATER AZ MK                                   0013628.4 |
 RZ1669| RZ1675 CLEARWATER LO                         9.823 METERS 09246     |
 RZ1669| CF4663 CLEARWATER RM 1                      80.839 METERS 19058     |
 RZ1669| RZ1678 OREGON BUTTE                        APPROX.13.1 KM 2180717.1 |
 RZ1669| CF4664 CLEARWATER RM 2                      76.666 METERS 25530     |
 RZ1669|---------------------------------------------------------------------|
 RZ1669
 RZ1669                          SUPERSEDED SURVEY CONTROL
 RZ1669
 RZ1669  NAD 83(1991)-  46 12 10.70917(N)    117 34 31.08037(W) AD(       ) 2
 RZ1669  NAD 83(1986)-  46 12 10.71457(N)    117 34 31.07535(W) AD(       ) 2
 RZ1669  NAD 27      -  46 12 11.17494(N)    117 34 27.40985(W) AD(       ) 2
 RZ1669  NGVD 29 (07/19/86) 1725.     (m)         5659.     (f) VERT ANG       
 RZ1669
 RZ1669.Superseded values are not recommended for survey control.
 RZ1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1669.See file dsdata.txt to determine how the superseded data were derived.
 RZ1669
 RZ1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM5561616761(NAD 83)
 RZ1669_MARKER: DS = TRIANGULATION STATION DISK
 RZ1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1669
 RZ1669  HISTORY     - Date     Condition        Report By
 RZ1669  HISTORY     - 1964     MONUMENTED       CGS
 RZ1669
 RZ1669                          STATION DESCRIPTION
 RZ1669
 RZ1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 RZ1669'THE STATION IS ABOUT 20 MILES SOUTHEAST OF DAYTON, 18 MILES SOUTH
 RZ1669'OF POMEROY AND 1/2 MILE NORTHWEST OF CLEARWATER GUARD STATION,
 RZ1669'NEAR THE CLEARWATER LOOKOUT TOWER.
 RZ1669'
 RZ1669'TO REACH THE STATION FROM THE POST OFFICE IN POMEROY, GO EAST ON
 RZ1669'U.S. HIGHWAY 410 FOR 0.5 MILE TO THE JUNCTION WITH STATE HIGHWAY
 RZ1669'128.  TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 128 FOR 7.9 MILES TO
 RZ1669'A POINT WHERE HIGHWAY 128 TURNS LEFT AND A GRAVELED ROAD CONTINUES
 RZ1669'STRAIGHT AHEAD (THIS IS USFS ROAD N911).  CONTINUE SOUTHERLY ON
 RZ1669'USFS ROAD N911 FOR 15.4 MILES TO THE CLEARWATER LOOKOUT TOWER
 RZ1669'ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.05 MILE TO THE
 RZ1669'TOWER AND THE STATION.  TO REACH THE AZIMUTH MARK, GO NORTH ON
 RZ1669'USFS ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 RZ1669'
 RZ1669'STATION MARK IS A STANDARD DISK, STAMPED CLEARWATER 1964, SET IN
 RZ1669'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 RZ1669'SURFACE.  IT IS 20 FEET SOUTHWEST OF THE NORTHWEST LEG OF THE
 RZ1669'LOOKOUT TOWER AND 20 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE
 RZ1669'LOOKOUT TOWER.
 RZ1669'
 RZ1669'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLEARWATER NO 1
 RZ1669'USFS 1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 RZ1669'PROJECTING 3 INCHES.  IT IS 252 FEET SOUTH OF THE SOUTHEAST LEG
 RZ1669'OF THE LOOKOUT TOWER AND ABOUT 5 FEET LOWER THAN THE STATION.
 RZ1669'
 RZ1669'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLEARWATER NO 2 USFS
 RZ1669'1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 RZ1669'2 INCHES.  IT IS 260 FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 RZ1669'TOWER AND ABOUT 10 FEET LOWER THAN THE STATION.
 RZ1669'
 RZ1669'AZIMUTH MARK IS A STANDARD DISK, STAMPED CLEARWATER USFS 1963,
 RZ1669'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5
 RZ1669'INCHES.  IT IS 160 FEET EAST OF THE CENTERLINE OF A GRADED ROAD
 RZ1669'AND 2.5 FEET SOUTHEAST OF A WITNESS POST.
 RZ1669'
 RZ1669'CLEARWATER L.O. (USFS) IS A BRONZE DISK, STAMPED CLEARWATER
 RZ1669'L.O. 5660 1936, CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT ROCK
 RZ1669'OUTCROP FLUSH WITH THE GROUND SURFACE.  IT IS NEAR THE CENTER OF
 RZ1669'THE BASE OF THE LOOKOUT TOWER.
 RZ1669'
 RZ1669'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1675 ***********************************************************************
 RZ1675  DESIGNATION -  CLEARWATER LO
 RZ1675  PID         -  RZ1675
 RZ1675  STATE/COUNTY-  WA/GARFIELD
 RZ1675  USGS QUAD   -  STENTZ SPRING (1995)
 RZ1675
 RZ1675                         *CURRENT SURVEY CONTROL
 RZ1675  ___________________________________________________________________
 RZ1675* NAD 83(1991)-  46 12 10.69301(N)    117 34 30.62248(W)     ADJUSTED  
 RZ1675* NAVD 88     -      1726.43   (+/-2cm)    5664.1    (feet)  VERTCON   
 RZ1675  ___________________________________________________________________
 RZ1675  LAPLACE CORR-           7.91  (seconds)                    DEFLEC99
 RZ1675  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 RZ1675
 RZ1675  HORZ ORDER  -  SECOND
 RZ1675  VERT ORDER  -  THIRD ? (See Below)
 RZ1675
 RZ1675.The horizontal coordinates were established by classical geodetic methods
 RZ1675.and adjusted by the National Geodetic Survey in December 1991..
 RZ1675
 RZ1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1675.The vertical order pertains to the NGVD 29 superseded value.
 RZ1675
 RZ1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1675
 RZ1675.The geoid height was determined by GEOID03.
 RZ1675
 RZ1675;                    North         East     Units Scale Factor Converg.
 RZ1675;SPC WA S     -   100,844.280   725,670.879   MT  0.99993671   +2 07 28.5
 RZ1675;SPC WA S     -   330,853.28  2,380,805.21   sFT  0.99993671   +2 07 28.5
 RZ1675;UTM  11      - 5,116,760.050   455,626.190   MT  0.99962420   -0 24 54.6
 RZ1675
 RZ1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1675!SPC WA S     -   0.99973220  x   0.99993671  =   0.99966893
 RZ1675!UTM  11      -   0.99973220  x   0.99962420  =   0.99935650
 RZ1675
 RZ1675                          SUPERSEDED SURVEY CONTROL
 RZ1675
 RZ1675  NAD 83(1991)-  46 12 10.69386(N)    117 34 30.62271(W) AD(       ) 2
 RZ1675  NAD 83(1986)-  46 12 10.69925(N)    117 34 30.61756(W) AD(       ) 2
 RZ1675  NAD 27      -  46 12 11.15962(N)    117 34 26.95221(W) AD(       ) 2
 RZ1675  NGVD 29 (07/19/86) 1725.21   (m)         5660.1    (f) LEVELING    3  
 RZ1675
 RZ1675.Superseded values are not recommended for survey control.
 RZ1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1675.See file dsdata.txt to determine how the superseded data were derived.
 RZ1675
 RZ1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM5562616760(NAD 83)
 RZ1675_MARKER: DD = SURVEY DISK
 RZ1675_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1675_SP_SET: SET IN ROCK OUTCROP
 RZ1675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1675+STABILITY: POSITION/ELEVATION WELL
 RZ1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1675+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 RZ1675
 RZ1675  HISTORY     - Date     Condition        Report By
 RZ1675  HISTORY     - 1936     MONUMENTED       USFS
 RZ1675  HISTORY     - 1963     GOOD             CGS
 RZ1675  HISTORY     - 1964     GOOD             CGS
 RZ1675  HISTORY     - 20031028 GOOD             USPSQD
 RZ1675
 RZ1675                          STATION DESCRIPTION
 RZ1675
 RZ1675'DESCRIBED BY US FOREST SERVICE 1936
 RZ1675'THIS OCCUPIED STATION IS THE CENTER OF THE U.S.F.S. LOOKOUT
 RZ1675'TOWER, A 90-FOOT STEEL STRUCTURE, SITUATED ABOUT 28 MILES
 RZ1675'S OF POMEROY AND 0.5 MILE NW OF CLEARWATER RANGER STATION.
 RZ1675'
 RZ1675'STATION MARK IS A DISK SET IN A BURIED BOULDER UNDER THE EXACT
 RZ1675'CENTER OF THE TOWER.
 RZ1675'
 RZ1675'TO REACH FROM POMEROY, DRIVE S 28 MILES ON CLEARWATER ROAD
 RZ1675'TO LOOKOUT, WHICH IS ABOUT 300 FEET W OF JUNCTION OF CLEARWATER
 RZ1675'AND IRON SPRINGS ROADS.
 RZ1675
 RZ1675                          STATION RECOVERY (1963)
 RZ1675
 RZ1675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RZ1675'THE STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 RZ1675'
 RZ1675'THE INSTRUMENT SUPPORT IS THE TOP OF THE ALIDADE IN LOOKOUT
 RZ1675'TOWER.
 RZ1675'
 RZ1675'THE STATION IS LOCATED ABOUT 21 MILES SOUTHEAST OF DAYTON,
 RZ1675'19 MILES SOUTH OF POMEROY AND 0.5 MILE NORTHWEST OF THE CLEARWATER
 RZ1675'GUARD STATION, IN THE CLEARWATER LOOKOUT.
 RZ1675'
 RZ1675'TO REACH THE STATION FROM THE POST OFFICE IN POMEROY, GO EASTERLY
 RZ1675'ON U.S. HIGHWAY 410 FOR 0.45 MILE TO JUNCTION WITH STATE
 RZ1675'HIGHWAY 3K.  TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 3K FOR 7.8
 RZ1675'MILES TO FORKS WHERE HIGHWAY 3K TURNS LEFT.  CONTINUE SOUTHERLY
 RZ1675'ON A GRAVELED ROAD (ROUTE N 911) AS PER SIGNS TO CLEARWATER
 RZ1675'GUARD STATION FOR 15.7 MILES TO ROAD FORKS ABOUT 100 YARDS
 RZ1675'EAST OF THE CLEARWATER LOOKOUT TOWER.  TURN RIGHT ABOUT 100
 RZ1675'YARDS TO THE TOWER AND STATION.
 RZ1675'
 RZ1675'THE STATION MARK IS A UNITED STATES FOREST SERVICE MARK SET
 RZ1675'IN A BURIED BOULDER UNDER THE EXACT CENTER OF THE LOOKOUT TOWER.
 RZ1675'
 RZ1675'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLEARWATER USFS
 RZ1675'NO 1 1963, SET IN THE TOP OF A 12 IN SQUARE CONCRETE POST
 RZ1675'WHICH PROJECTS 3 INCHES.  IT IS APPROXIMATELY 300 FEET SOUTH
 RZ1675'OF THE STATION.
 RZ1675'
 RZ1675'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLEARWATER USFS
 RZ1675'NO 2 1963, SET IN THE TOP OF A 12 IN SQUARE CONCRETE POST
 RZ1675'WHICH PROJECTS 3 INCHES.  IT IS APPROXIMATELY 300 FEET WEST
 RZ1675'OF THE STATION.
 RZ1675'
 RZ1675'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CLEARWATER USFS
 RZ1675'1963, SET IN THE TOP OF A 12 IN SQUARE CONCRETE POST WHICH
 RZ1675'PROJECTS 2 INCHES.  IT IS APPROXIMATELY 0.25 MILE NORTHEAST
 RZ1675'OF THE STATION, AND ABOUT 100 FEET EAST OF THE ROAD.
 RZ1675
 RZ1675                          STATION RECOVERY (1964)
 RZ1675
 RZ1675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 RZ1675'THE STATION IS ABOUT 20 MILES SOUTHEAST OF DAYTON, 18 MILES
 RZ1675'SOUTH OF POMEROY AND 1/2 MILE NORTHWEST OF CLEARWATER GUARD STATION,
 RZ1675'NEAR THE CENTER OF THE BASE OF THE CLEARWATER LOOKOUT TOWER.
 RZ1675'
 RZ1675'THE MARK IS A BRONZE DISK OF THE UNITED STATES FOREST SERVICE,
 RZ1675'STAMPED CLEARWATER L.O. 5660 1936, CEMENTED IN A DRILL HOLE IN A
 RZ1675'1 X 1 FOOT ROCK OUTCROP FLUSH WITH THE GROUND SURFACE.
 RZ1675'
 RZ1675'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CLEARWATER,
 RZ1675'THE DISTANCE BEING 32.23 FEET OR 9.823 METERS WEST.
 RZ1675'
 RZ1675'NOTE--THIS STATION WAS OCCUPIED IN THE LOOKOUT CABIN.  OBSERVATIONS
 RZ1675'TO ALL MAIN SCHEME STATIONS WERE REJECTED.  SEE STATION CLEARWATER.
 RZ1675
 RZ1675                          STATION RECOVERY (2003)
 RZ1675
 RZ1675'RECOVERY NOTE BY US POWER SQUADRON 2003 (RM)
 RZ1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1674 ***********************************************************************
 RZ1674  DESIGNATION -  CLEARWATER LOT USFS 1936
 RZ1674  PID         -  RZ1674
 RZ1674  STATE/COUNTY-  WA/GARFIELD
 RZ1674  USGS QUAD   -  STENTZ SPRING (1995)
 RZ1674
 RZ1674                         *CURRENT SURVEY CONTROL
 RZ1674  ___________________________________________________________________
 RZ1674* NAD 83(1991)-  46 12 10.69404(N)    117 34 30.62670(W)     ADJUSTED  
 RZ1674* NAVD 88     -      1726.44   (+/-2cm)    5664.2    (feet)  VERTCON   
 RZ1674  ___________________________________________________________________
 RZ1674  LAPLACE CORR-           7.91  (seconds)                    DEFLEC99
 RZ1674  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 RZ1674
 RZ1674  HORZ ORDER  -  THIRD
 RZ1674  VERT ORDER  -  THIRD ? (See Below)
 RZ1674
 RZ1674.The horizontal coordinates were established by classical geodetic methods
 RZ1674.and adjusted by the National Geodetic Survey in December 1991..
 RZ1674
 RZ1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1674.The vertical order pertains to the NGVD 29 superseded value.
 RZ1674
 RZ1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1674
 RZ1674.The geoid height was determined by GEOID03.
 RZ1674
 RZ1674;                    North         East     Units Scale Factor Converg.
 RZ1674;SPC WA S     -   100,844.308   725,670.788   MT  0.99993671   +2 07 28.5
 RZ1674;SPC WA S     -   330,853.37  2,380,804.91   sFT  0.99993671   +2 07 28.5
 RZ1674;UTM  11      - 5,116,760.083   455,626.100   MT  0.99962420   -0 24 54.6
 RZ1674
 RZ1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1674!SPC WA S     -   0.99973220  x   0.99993671  =   0.99966893
 RZ1674!UTM  11      -   0.99973220  x   0.99962420  =   0.99935650
 RZ1674
 RZ1674:                Primary Azimuth Mark                     Grid Az
 RZ1674:SPC WA S     -  HARDY RIDGE USFS 1936                    120 19 26.0
 RZ1674:UTM  11      -  HARDY RIDGE USFS 1936                    122 51 49.1
 RZ1674
 RZ1674|---------------------------------------------------------------------|
 RZ1674| PID    Reference Object                     Distance      Geod. Az  |
 RZ1674|                                                           dddmmss.s |
 RZ1674| RZ1671 HARDY RIDGE USFS 1936               APPROX. 6.4 KM 1222654.5 |
 RZ1674|---------------------------------------------------------------------|
 RZ1674
 RZ1674                          SUPERSEDED SURVEY CONTROL
 RZ1674
 RZ1674  NAD 83(1991)-  46 12 10.69462(N)    117 34 30.62721(W) AD(       ) 3
 RZ1674  NAD 83(1986)-  46 12 10.70001(N)    117 34 30.62242(W) AD(       ) 3
 RZ1674  NAD 27      -  46 12 11.04000(N)    117 34 26.98000(W) AD(       ) 3
 RZ1674  NGVD 29 (07/19/86) 1725.22   (m)         5660.2    (f) LEVELING    3  
 RZ1674
 RZ1674.Superseded values are not recommended for survey control.
 RZ1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1674.See file dsdata.txt to determine how the superseded data were derived.
 RZ1674
 RZ1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM5562616760(NAD 83)
 RZ1674
 RZ1674  HISTORY     - Date     Condition        Report By
 RZ1674  HISTORY     - 1936     MONUMENTED       USFS
 RZ1674
 RZ1674                          STATION DESCRIPTION
 RZ1674
 RZ1674'DESCRIBED BY US FOREST SERVICE 1936
 RZ1674'THIS OCCUPIED STATION IS THE CENTER OF THE U.S.F.S. LOOKOUT TOWER,
 RZ1674'A 90-FOOT STEEL STRUCTURE, SITUATED ABOUT 28 MILES S OF POMEROY
 RZ1674'AND 0.5 MILE NW OF CLEARWATER RANGER STATION.
 RZ1674'
 RZ1674'STATION MARK IS A DISK SET IN A BURIED BOULDER UNDER THE EXACT
 RZ1674'CENTER OF THE TOWER.
 RZ1674'
 RZ1674'TO REACH FROM POMEROY, DRIVE S 28 MILES ON CLEARWATER ROAD TO
 RZ1674'LOOKOUT, WHICH IS ABOUT 300 FEET W OF JUNCTION OF CLEARWATER AND
 RZ1674'IRON SPRINGS ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1601 ***********************************************************************
 RZ1601  DESIGNATION -  CLEMENS
 RZ1601  PID         -  RZ1601
 RZ1601  STATE/COUNTY-  WA/ASOTIN
 RZ1601  USGS QUAD   -  ASOTIN (1971)
 RZ1601
 RZ1601                         *CURRENT SURVEY CONTROL
 RZ1601  ___________________________________________________________________
 RZ1601* NAD 83(1991)-  46 20 17.79548(N)    117 04 37.52012(W)     ADJUSTED  
 RZ1601* NAVD 88     -       545.7    (meters)    1790.     (feet)  VERTCON   
 RZ1601  ___________________________________________________________________
 RZ1601  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 RZ1601  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 RZ1601
 RZ1601  HORZ ORDER  -  FIRST
 RZ1601
 RZ1601.The horizontal coordinates were established by classical geodetic methods
 RZ1601.and adjusted by the National Geodetic Survey in December 1991..
 RZ1601
 RZ1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1601
 RZ1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1601
 RZ1601.The geoid height was determined by GEOID03.
 RZ1601
 RZ1601;                    North         East     Units Scale Factor Converg.
 RZ1601;SPC WA S     -   117,415.567   763,426.746   MT  0.99992383   +2 29 11.0
 RZ1601;SPC WA S     -   385,220.91  2,504,675.92   sFT  0.99992383   +2 29 11.0
 RZ1601;SPC ID W     -   519,894.811   697,834.806   MT  1.00006159   -0 57 36.5
 RZ1601;UTM  11      - 5,131,636.338   494,067.307   MT  0.99960043   -0 03 20.8
 RZ1601
 RZ1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1601!SPC WA S     -   0.99991731  x   0.99992383  =   0.99984115
 RZ1601!SPC ID W     -   0.99991731  x   1.00006159  =   0.99997890
 RZ1601!UTM  11      -   0.99991731  x   0.99960043  =   0.99951778
 RZ1601
 RZ1601|---------------------------------------------------------------------|
 RZ1601| PID    Reference Object                     Distance      Geod. Az  |
 RZ1601|                                                           dddmmss.s |
 RZ1601| CF4666 CLEMENS RM 1                          3.736 METERS 15826     |
 RZ1601| CF4667 CLEMENS RM 2                          7.639 METERS 26621     |
 RZ1601| CF4665 CLEMENS AZ MK                                      2694606.2 |
 RZ1601|---------------------------------------------------------------------|
 RZ1601
 RZ1601                          SUPERSEDED SURVEY CONTROL
 RZ1601
 RZ1601  NAD 83(1991)-  46 20 17.79553(N)    117 04 37.52013(W) AD(       ) 1
 RZ1601  NAD 83(1986)-  46 20 17.80285(N)    117 04 37.51628(W) AD(       ) 1
 RZ1601  NAD 27      -  46 20 18.21899(N)    117 04 33.94714(W) AD(       ) 1
 RZ1601  NGVD 29 (07/19/86)  544.7    (m)         1787.     (f) VERT ANG       
 RZ1601
 RZ1601.Superseded values are not recommended for survey control.
 RZ1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1601.See file dsdata.txt to determine how the superseded data were derived.
 RZ1601
 RZ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM9406731636(NAD 83)
 RZ1601_MARKER: DS = TRIANGULATION STATION DISK
 RZ1601_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1601_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RZ1601
 RZ1601  HISTORY     - Date     Condition        Report By
 RZ1601  HISTORY     - 1945     MONUMENTED       CGS
 RZ1601
 RZ1601                          STATION DESCRIPTION
 RZ1601
 RZ1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ1601'STATION IS LOCATED ABOUT 1-1/4 MILES W AND 1/4 MILE S OF ASOTIN,
 RZ1601'ON THE N RIM OF AND OVERLOOKING ASOTIN CREEK, AND ABOUT 1/2 MILE
 RZ1601'TO THE S.  IT IS SITUATED ON THE CREST OF A PROMINENT RIDGE AND IS
 RZ1601'ABOUT 150 YARDS S OF THE SE CORNER OF A WHEATFIELD.
 RZ1601'
 RZ1601'THE STATION MARK, STAMPED CLEMENS 1945, IS A BRONZE STATION DISK
 RZ1601'SET IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 22
 RZ1601'METERS NNE OF AN INTERSECTION OF AN E-W FENCE LINE WITH ONE RUNNING
 RZ1601'N, 10 METERS N OF A 4-FOOT LEDGE RUNNING ALONG THE EDGE OF THE
 RZ1601'RIM, AND 10 METERS E OF THE N-S FENCE LINE.
 RZ1601'
 RZ1601'NO UNDERGROUND OR WITNESS MARK WAS SET.
 RZ1601'
 RZ1601'REFERENCE MARK 1, STAMPED CLEMENS NO 1 1945, IS A BRONZE REFERENCE
 RZ1601'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS 10 METERS E OF
 RZ1601'THE N-S FENCE LINE, 7 METERS N OF THE LEDGE, AND ABOUT 1 FOOT LOWER
 RZ1601'THAN THE STATION MARK.
 RZ1601'
 RZ1601'REFERENCE MARK 2, STAMPED CLEMENS NO 2 1945, IS A BRONZE REFERENCE
 RZ1601'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS 22 METERS N OF
 RZ1601'THE FENCE INTERSECTION, 2-1/2 METERS E OF THE N-S FENCE LINE, AND
 RZ1601'AT THE SAME ELEVATION AS THE STATION MARK.
 RZ1601'
 RZ1601'THE AZIMUTH MARK, STAMPED CLEMENS 1945, IS A BRONZE AZIMUTH DISK
 RZ1601'SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS 1 FOOT N OF AN 8-FOOT
 RZ1601'LEDGE, 1 METER E OF A 2-FOOT CAIRN, AND AT ABOUT THE SAME
 RZ1601'ELEVATION AS THE STATION MARK.  TO REACH FROM THE STATION, GO W
 RZ1601'ALONG THE EDGE OF THE RIM 0.2 MILE TO THE CAIRN AND MARK.
 RZ1601'
 RZ1601'TO REACH FROM THE POST OFFICE IN CLARKSTON, GO S ON STATE HIGHWAY
 RZ1601'3 FOR 3.2 MILES TO A ROAD LEADING RIGHT, JUST BEYOND A PROMINENT
 RZ1601'OUTCROP KNOWN AS THE SWALLOWS NEST.  TURN RIGHT (SIGN READING
 RZ1601'CLEMENS ADDITION), THENCE LEFT AND FOLLOW PAVED ROAD S 0.6 MILE TO
 RZ1601'ROAD LEADING RIGHT, W, AT A YELLOW HOUSE AND A MAIL BOX WITH A
 RZ1601'YELLOW POST, THE TOP OF WHICH IS PAINTED BLACK, ON THE RIGHT.
 RZ1601'TURN RIGHT, OFF THE PAVED ROAD, AND FOLLOW GRADED ROAD UP LANE
 RZ1601'0.15 MILE TO GATE AND RANCH HOUSE OF JESSIE BINNING ON RIGHT.
 RZ1601'CONTINUE THROUGH GATE AND CORRAL AND TAKE ROAD LEADING LEFT,
 RZ1601'S, UP HILL SIDE 0.6 MILE TO BRIDGE OVER PIPE LINE.  CROSS OVER
 RZ1601'BRIDGE AND CONTINUE STRAIGHT AHEAD, RIGHT FORK, UP STEEP GRADE
 RZ1601'0.25 MILE TO DIM, UNTRAVELED FORK LEADING LEFT.  TURN LEFT
 RZ1601'ONTO DIM FORK AND FOLLOW ROAD AROUND CONTOUR OF HILL 0.3 MILE TO
 RZ1601'A FORK.  TAKE LEFT FORK, STRAIGHT AHEAD, 0.8 MILE TO TRACKS
 RZ1601'LEADING RIGHT, W, UP CREST OF RIDGE.  TURN RIGHT AND FOLLOW
 RZ1601'TRACKS 0.2 MILE TO THE SUMMIT OF THE RIDGE, FENCE LINE, AND
 RZ1601'LOCATION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1220 ***********************************************************************
 SX1220  DESIGNATION -  CLEVELAND
 SX1220  PID         -  SX1220
 SX1220  STATE/COUNTY-  WA/KING
 SX1220  USGS QUAD   -  GROTTO (1982)
 SX1220
 SX1220                         *CURRENT SURVEY CONTROL
 SX1220  ___________________________________________________________________
 SX1220* NAD 83(1991)-  47 40 51.69943(N)    121 25 28.35892(W)     ADJUSTED  
 SX1220* NAVD 88     -      1612.     (meters)    5289.     (feet)  SCALED    
 SX1220  ___________________________________________________________________
 SX1220  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 SX1220  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 SX1220
 SX1220  HORZ ORDER  -  SECOND
 SX1220
 SX1220.The horizontal coordinates were established by classical geodetic methods
 SX1220.and adjusted by the National Geodetic Survey in December 1991..
 SX1220
 SX1220.The orthometric height was scaled from a topographic map.
 SX1220
 SX1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1220
 SX1220.The geoid height was determined by GEOID03.
 SX1220
 SX1220;                    North         East     Units Scale Factor Converg.
 SX1220;SPC WA N     -    75,888.421   455,611.127   MT  0.99997115   -0 26 24.6
 SX1220;SPC WA N     -   248,977.26  1,494,784.17   sFT  0.99997115   -0 26 24.6
 SX1220;UTM  10      - 5,282,050.930   618,243.151   MT  0.99977181   +1 09 54.1
 SX1220
 SX1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1220!SPC WA N     -   0.99975048  x   0.99997115  =   0.99972164
 SX1220!UTM  10      -   0.99975048  x   0.99977181  =   0.99952235
 SX1220
 SX1220:                Primary Azimuth Mark                     Grid Az
 SX1220:SPC WA N     -  GROTTO                                   017 17 49.2
 SX1220:UTM  10      -  GROTTO                                   015 41 30.5
 SX1220
 SX1220|---------------------------------------------------------------------|
 SX1220| PID    Reference Object                     Distance      Geod. Az  |
 SX1220|                                                           dddmmss.s |
 SX1220| SX1227 GROTTO                              APPROX. 8.3 KM 0165124.6 |
 SX1220| SX1226 EAGLE PEAK                          APPROX.11.8 KM 0260825.8 |
 SX1220| SX1214 BECKLER LOOKOUT                     APPROX.11.7 KM 0582652.5 |
 SX1220| SX1219 BALD EAGLE                          APPROX.13.5 KM 1214736.2 |
 SX1220| CF4228 CLEVELAND RM                                       34809     |
 SX1220|---------------------------------------------------------------------|
 SX1220
 SX1220                          SUPERSEDED SURVEY CONTROL
 SX1220
 SX1220  NAD 83(1986)-  47 40 51.69311(N)    121 25 28.35629(W) AD(       ) 2
 SX1220  NAD 27      -  47 40 52.30900(N)    121 25 23.99700(W) AD(       ) 2
 SX1220
 SX1220.Superseded values are not recommended for survey control.
 SX1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1220.See file dsdata.txt to determine how the superseded data were derived.
 SX1220
 SX1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT1824382051(NAD 83)
 SX1220
 SX1220  HISTORY     - Date     Condition        Report By
 SX1220  HISTORY     - 1936     MONUMENTED       WAGS
 SX1220  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SX1220  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SX1220
 SX1220                          STATION DESCRIPTION
 SX1220
 SX1220'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1220'STATION IS IN THE NE PORTION OF KING COUNTY, ABOUT 3 MILES SW OF
 SX1220'SKYKOMISH AND BETWEEN KIMBALL CREEK AND MILLER RIVER ON A ROCKY
 SX1220'KNOB ON THE HIGHEST POINT OF CLEVELAND MOUNTAIN.
 SX1220'
 SX1220'STATION IS MARKED BY A STANDARD STATE SURVEY DISK.
 SX1220'
 SX1220'TO REACH--FROM GROTTO PROCEED 2 MILES EASTWARD ON STATE HIGHWAY
 SX1220'15, CROSS NARROW GAGE APEX MINE RAILROAD AND SEE SIGN MILLER RIVER
 SX1220'RANGER STATION 2 MILES PROCEEDING THERETO.  ON W SIDE OF ROAD NOTE
 SX1220'OLD PIPE LINE AND TRAIL THROUGH BRUSH.  PROCEED UP TRAIL ABOUT 1/4
 SX1220'MILE TO END, THEN UP LEFT SIDE OF CREEK ABOUT 1/2 MILE TO FALLS,
 SX1220'CROSS CREEK BELOW FALLS AND OVER ROCKS TO RIGHT OF FALLS.  ABOVE
 SX1220'FALLS FOLLOW OLD BLAZES TO TOP OF RIDGE WHERE IT BREAKS INTO
 SX1220'ANOTHER CREEK TO THE S AND A RIDGE HEADING UP TO THE W.
 SX1220'PROCEED UP RIDGE, FOLLOWING BLAZES TO TOP OF MOUNTAIN AND
 SX1220'STATION.
 SX1220
 SX1220                          STATION RECOVERY (1950)
 SX1220
 SX1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SX1220'STATION WAS VISITED BY A LIGHT-KEEPER ONLY AND WAS FOUND IN GOOD
 SX1220'CONDITION AS DESCRIBED.
 SX1220'
 SX1220'THE STATION IS LOCATED ABOUT 3 MILES SW OF SKYKOMISH AND BETWEEN
 SX1220'KIMBALL CREEK AND MILLER RIVER, ON A BALD ROCK LEDGE THAT FORMS
 SX1220'THE SUMMIT AND HIGHEST POINT OF CLEVELAND MOUNTAIN.
 SX1220'
 SX1220'TO REACH THE STATION FROM GROTTO, GO E ON STATE HIGHWAY 15 FOR
 SX1220'0.8 MILE TO A FORK.  TAKE RIGHT FORK (OLD HIGHWAY) CROSSING
 SX1220'SKYKOMISH RIVER BRIDGE AND FOLLOWING OLD HIGHWAY FOR 1.0
 SX1220'MILE.  TURN RIGHT AND FOLLOW THE MILLER RIVER ROAD FOR 2.35 MILES
 SX1220'TO AN ABANDONED FOREST SERVICE GUARD STATION AND THE END OF TRUCK
 SX1220'TRAVEL.  FROM HERE TAKE OLD TRAIL ON THE W SIDE OF THE ROAD NEAR
 SX1220'SIGN MILLER RIVER CAMP JUST OPPOSITE OLD CHIMNEY AND GARAGE,
 SX1220'FOLLOWING ALONG A PIPELINE DITCH FOR 1/4 MILE TO THE END OF
 SX1220'THE DITCH AT CREEK BED.  CONTINUE UP LEFT SIDE OF CREEK FOR
 SX1220'ABOUT 200 YARDS TO A WATERFALL.  CROSS CREEK JUST BELOW THE
 SX1220'FALLS TO THE RIDGE ON THE RIGHT SIDE OF THE CREEK AND FOLLOW
 SX1220'THE RIDGE AND OLD BLAZES OVER LARGE OUTCROPS AND CONTINUE ON
 SX1220'RIGHT SIDE OF THE CREEK TO A POINT WHERE THE CREEK BEARS LEFT AND
 SX1220'A DRY WASH CONTINUES STRAIGHT UP HILL.  KEEP STRAIGHT AHEAD
 SX1220'UP DRY WASH, PASSING TWO LARGE PROTRUDING ROCKS IN THE WASH
 SX1220'BED.  CONTINUE UP HILL W FOLLOWING OLD BLAZES TO CREST OF
 SX1220'DIVIDE, THEN FOLLOW ROCKY CREST S TO THE SUMMIT AND STATION.
 SX1220'
 SX1220'THE STATION IS A STANDARD DISK CEMENTED IN SOLID ROCK LEDGE.  IT
 SX1220'IS STAMPED KING CO AERIAL-CLEVELAND 1937.
 SX1220'
 SX1220'THE REFERENCE MARK IS A STANDARD REFERENCE DISK SET IN THE SAME
 SX1220'ROCK LEDGE AS THE STATION AND IS ON THE HIGHEST POINT OF THE
 SX1220'LEDGE.  IT IS ABOUT 4 FEET HIGHER THAN THE STATION AND 7 PACES W.
 SX1220
 SX1220                          STATION RECOVERY (1951)
 SX1220
 SX1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EES)
 SX1220'IT HAS BEEN NOTICED THAT THE REFERENCE MARK WAS NOT MENTIONED IN
 SX1220'THE DESCRIPTION.  THE DATA BELOW ARE FROM THE LIST OF DIRECTIONS
 SX1220'OF SEPTEMBER 1, 1937 AND THE ADJUSTED GEOGRAPHIC
 SX1220'POSITIONS.  AZIMUTH IS FROM S.
 SX1220'
 SX1220'CHIMNEY ROCK AND OVERCOAT PEAK ARE POINTS APPROXIMATELY 8,000
 SX1220'FEET ELEVATION, 14 TO 15 MILES SE ON THE CASCADE DIVIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0685 ***********************************************************************
 SD0685  DESIGNATION -  CLIFF
 SD0685  PID         -  SD0685
 SD0685  STATE/COUNTY-  WA/JEFFERSON
 SD0685  USGS QUAD   -  DESTRUCTION ISLAND (1982)
 SD0685
 SD0685                         *CURRENT SURVEY CONTROL
 SD0685  ___________________________________________________________________
 SD0685* NAD 83(1991)-  47 41 27.91699(N)    124 24 42.59879(W)     ADJUSTED  
 SD0685* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SD0685  ___________________________________________________________________
 SD0685  LAPLACE CORR-           8.08  (seconds)                    DEFLEC99
 SD0685  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 SD0685
 SD0685  HORZ ORDER  -  THIRD
 SD0685
 SD0685.The horizontal coordinates were established by classical geodetic methods
 SD0685.and adjusted by the National Geodetic Survey in December 1991..
 SD0685
 SD0685.The orthometric height was scaled from a topographic map.
 SD0685
 SD0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0685
 SD0685.The geoid height was determined by GEOID03.
 SD0685
 SD0685;                    North         East     Units Scale Factor Converg.
 SD0685;SPC WA N     -    83,080.970   231,467.778   MT  0.99996984   -2 39 51.4
 SD0685;SPC WA N     -   272,574.82    759,407.20   sFT  0.99996984   -2 39 51.4
 SD0685;UTM  10      - 5,282,932.250   394,057.418   MT  0.99973792   -1 02 39.1
 SD0685
 SD0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0685!SPC WA N     -   1.00000166  x   0.99996984  =   0.99997150
 SD0685!UTM  10      -   1.00000166  x   0.99973792  =   0.99973957
 SD0685
 SD0685|---------------------------------------------------------------------|
 SD0685| PID    Reference Object                     Distance      Geod. Az  |
 SD0685|                                                           dddmmss.s |
 SD0685| DD9549 CLIFF RM                                           03441     |
 SD0685| SD0686 DESTRUCTION ISLAND LH               APPROX. 5.9 KM 2514638.9 |
 SD0685|---------------------------------------------------------------------|
 SD0685
 SD0685                          SUPERSEDED SURVEY CONTROL
 SD0685
 SD0685  NAD 83(1986)-  47 41 27.90832(N)    124 24 42.61402(W) AD(       ) 3
 SD0685  NAD 27      -  47 41 28.71000(N)    124 24 37.49100(W) AD(       ) 3
 SD0685
 SD0685.Superseded values are not recommended for survey control.
 SD0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0685.See file dsdata.txt to determine how the superseded data were derived.
 SD0685
 SD0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT9405782932(NAD 83)
 SD0685_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SD0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0685
 SD0685  HISTORY     - Date     Condition        Report By
 SD0685  HISTORY     - 1929     MONUMENTED       CGS
 SD0685  HISTORY     - 1930     SEE DESCRIPTION  CGS
 SD0685  HISTORY     - 1956     SEE DESCRIPTION  USN
 SD0685
 SD0685                          STATION DESCRIPTION
 SD0685
 SD0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RDH)
 SD0685'THE STATION IS ON THE SECOND POINT S OF CEDAR CREEK, CALLED THREE
 SD0685'TREE POINT, BECAUSE OF THREE DEAD TREES ON TOP OF THE BLUFF WHICH
 SD0685'SHOW UP CLEARLY FROM THE BEACH FROM BOTH N OR S.  IT IS A PROMINENT
 SD0685'POINT AS IT JUTS OUT FROM THE BLUFF LINE ABOUT 75 METERS AND IS
 SD0685'QUITE NARROW BEING ONLY A KNIFE-EDGE HOGBACK WHERE IT JOINS THE
 SD0685'BLUFF.
 SD0685'
 SD0685'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SD0685'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  SUBSURFACE MARK IS MARKED
 SD0685'AS DESCRIBED IN NOTE 7A, EXCEPT THAT IT CONTAINS A HYDROGRAPHIC MARK
 SD0685'INSTEAD OF A TRIANGULATION MARK.  THE STATION IS ON TOP OF THE POINT
 SD0685'AT ITS SW CORNER BEING ABOUT 6 FEET FROM THE W EDGE AND 8 FEET FROM
 SD0685'THE S EDGE.  IT CAN BEST BE REACHED BY SCALING THE CLIFF FROM THE
 SD0685'S SIDE.
 SD0685'
 SD0685'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 SD0685
 SD0685                          STATION RECOVERY (1930)
 SD0685
 SD0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (KTA)
 SD0685'THE STATION WAS NOT VISITED BY THE PARTY BUT THE BANNER WAS IN PLACE.
 SD0685
 SD0685                          STATION RECOVERY (1956)
 SD0685
 SD0685'RECOVERY NOTE BY US NAVY 1956 (CDG)
 SD0685'THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE JUTTING POINT
 SD0685'AS DESCRIBED HAS ERODED CONSIDERABLY AND IS EXTREMELY DIFFICULT
 SD0685'AND DANGEROUS TO REACH.  NO TRACE OF THE MONUMENT WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2334 ***********************************************************************
 SC2334  DESIGNATION -  CLIFF
 SC2334  PID         -  SC2334
 SC2334  STATE/COUNTY-  WA/PACIFIC
 SC2334  USGS QUAD   -  LONG ISLAND (1984)
 SC2334
 SC2334                         *CURRENT SURVEY CONTROL
 SC2334  ___________________________________________________________________
 SC2334* NAD 83(1991)-  46 26 21.80157(N)    123 56 38.51263(W)     ADJUSTED  
 SC2334* NAVD 88     -         2.02   (+/-2cm)       6.6    (feet)  VERTCON   
 SC2334  ___________________________________________________________________
 SC2334  LAPLACE CORR-          16.24  (seconds)                    DEFLEC99
 SC2334  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SC2334
 SC2334  HORZ ORDER  -  THIRD
 SC2334  VERT ORDER  -  THIRD ? (See Below)
 SC2334
 SC2334.The horizontal coordinates were established by classical geodetic methods
 SC2334.and adjusted by the National Geodetic Survey in December 1991..
 SC2334
 SC2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2334.The vertical order pertains to the NGVD 29 superseded value.
 SC2334
 SC2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2334
 SC2334.The geoid height was determined by GEOID03.
 SC2334
 SC2334;                    North         East     Units Scale Factor Converg.
 SC2334;SPC WA S     -   128,714.305   235,439.439   MT  0.99991782   -2 30 06.2
 SC2334;SPC WA S     -   422,290.18    772,437.56   sFT  0.99991782   -2 30 06.2
 SC2334;UTM  10      - 5,143,301.479   427,482.405   MT  0.99966464   -0 41 02.8
 SC2334
 SC2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2334!SPC WA S     -   1.00000339  x   0.99991782  =   0.99992121
 SC2334!UTM  10      -   1.00000339  x   0.99966464  =   0.99966803
 SC2334
 SC2334|---------------------------------------------------------------------|
 SC2334| PID    Reference Object                     Distance      Geod. Az  |
 SC2334|                                                           dddmmss.s |
 SC2334| CE3014 CLIFF RM 1                            4.215 METERS 18420     |
 SC2334| CE3015 CLIFF RM 2                            6.455 METERS 32826     |
 SC2334| SC2319 ROCKET                              APPROX. 1.4 KM 3450754.6 |
 SC2334|---------------------------------------------------------------------|
 SC2334
 SC2334                          SUPERSEDED SURVEY CONTROL
 SC2334
 SC2334  NAD 83(1991)-  46 26 21.80115(N)    123 56 38.51232(W) AD(       ) 3
 SC2334  NAD 83(1986)-  46 26 21.80353(N)    123 56 38.49254(W) AD(       ) 3
 SC2334  NAD 27      -  46 26 22.43967(N)    123 56 33.92334(W) AD(       ) 3
 SC2334  NGVD 29 (07/19/86)    1.00   (m)            3.3    (f) LEVELING    3  
 SC2334
 SC2334.Superseded values are not recommended for survey control.
 SC2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2334.See file dsdata.txt to determine how the superseded data were derived.
 SC2334
 SC2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2748243301(NAD 83)
 SC2334_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC2334_SETTING: 66 = SET IN ROCK OUTCROP
 SC2334_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SC2334
 SC2334  HISTORY     - Date     Condition        Report By
 SC2334  HISTORY     - 1939     MONUMENTED       CGS
 SC2334
 SC2334                          STATION DESCRIPTION
 SC2334
 SC2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2334'STATION IS LOCATED ON E SHORE OF LONG ISLAND 2 MILES N OF SE END OF
 SC2334'ISLAND.  STATION IS AT THE BASE OF A WOODED CLIFF ABOUT 50 METERS S
 SC2334'OF LARGE FLAT SWAMPY AREA.
 SC2334'
 SC2334'STATION AND REFERENCE MARKS ARE STANDARD DISKS IN OUTCROPPING
 SC2334'BEDROCK, AS DESCRIBED IN NOTES 3 AND 12A.
 SC2334'
 SC2334'NORTHERLY REFERENCE MARK IS PLACED VERTICALLY IN FACE OF CLIFF, 3
 SC2334'FEET ABOVE HIGH WATER AND IS READILY SEEN.  MUD FLATS MAKE IT
 SC2334'DIFFICULT TO LAND BEFORE HALF-TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2738 ***********************************************************************
 SY2738  DESIGNATION -  CLIFF
 SY2738  PID         -  SY2738
 SY2738  STATE/COUNTY-  WA/PIERCE
 SY2738  USGS QUAD   -  TACOMA NORTH (1994)
 SY2738
 SY2738                         *CURRENT SURVEY CONTROL
 SY2738  ___________________________________________________________________
 SY2738* NAD 83(1991)-  47 15 53.63054(N)    122 26 45.05048(W)     ADJUSTED  
 SY2738* NAVD 88     -        71.3    (meters)     234.     (feet)  VERTCON   
 SY2738  ___________________________________________________________________
 SY2738  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 SY2738  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY2738
 SY2738  HORZ ORDER  -  SECOND
 SY2738
 SY2738.The horizontal coordinates were established by classical geodetic methods
 SY2738.and adjusted by the National Geodetic Survey in December 1991..
 SY2738
 SY2738.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2738
 SY2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2738
 SY2738.The geoid height was determined by GEOID03.
 SY2738
 SY2738;                    North         East     Units Scale Factor Converg.
 SY2738;SPC WA S     -   216,517.869   352,756.810   MT  0.99998506   -1 24 48.4
 SY2738;SPC WA S     -   710,359.04  1,157,336.30   sFT  0.99998506   -1 24 48.4
 SY2738;UTM  10      - 5,234,750.782   541,921.047   MT  0.99962160   +0 24 25.3
 SY2738
 SY2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2738!SPC WA S     -   0.99999237  x   0.99998506  =   0.99997743
 SY2738!UTM  10      -   0.99999237  x   0.99962160  =   0.99961398
 SY2738
 SY2738|---------------------------------------------------------------------|
 SY2738| PID    Reference Object                     Distance      Geod. Az  |
 SY2738|                                                           dddmmss.s |
 SY2738| CE3458 CLIFF RM 5                            3.958 METERS 00434     |
 SY2738| SY2768 HYLEBOS WATERWAY LIGHT              APPROX. 3.5 KM 0451359.8 |
 SY2738| SY2762 TACOMA CONT GRAIN ELEVATOR LT       191.251 METERS 04828     |
 SY2738| SY2668 LINE                                APPROX. 3.0 KM 0561225.7 |
 SY2738| SY2758 PORT INDUSTRIAL WATERWAY LIGHT      APPROX. 2.7 KM 0564842.8 |
 SY2738| SY2691 TACOMA CHEMICAL PLANT GOLD DOME     APPROX. 3.5 KM 0623112.7 |
 SY2738| SY2696 CAM                                 APPROX. 4.4 KM 0650155.0 |
 SY2738| SY2760 PUYALLUP WATERWAY JETTY LT 1        APPROX. 1.6 KM 0660005.4 |
 SY2738| SY2759 MILWAUKEE WATERWAY SHOAL LT         APPROX. 1.7 KM 0681308.0 |
 SY2738| SY2669 LET                                 APPROX. 1.2 KM 0741408.4 |
 SY2738| SY2647 BOX                                 APPROX. 1.9 KM 0750132.1 |
 SY2738| SY2673 CRANE                               APPROX. 0.9 KM 0832746.9 |
 SY2738| SY2746 SPAN                                APPROX. 2.1 KM 1043519.1 |
 SY2738| SY2785 TACOMA PUGET SND PLWD STK 1973      APPROX. 0.9 KM 1104156.9 |
 SY2738| SY2296 FIFE RADIO STATION KMO MAST         APPROX. 6.3 KM 1115331.1 |
 SY2738| SY2687 SHIP                                APPROX. 0.8 KM 1144509.5 |
 SY2738| SY2771 TACOMA HARBOR CITY WATERWAY LT      APPROX. 0.8 KM 1165551.0 |
 SY2738| SY2674 SHED                                APPROX. 1.5 KM 1423451.4 |
 SY2738| CE3454 CLIFF RM 1                                         16636     |
 SY2738| CE3455 CLIFF RM 2                                         19807     |
 SY2738| CE3457 CLIFF RM 4                            7.469 METERS 21446     |
 SY2738| SY2739 FIRST PRESB CHURCH SPIRE            182.377 METERS 21447     |
 SY2738| CE3456 CLIFF RM 3                                         27749     |
 SY2738|---------------------------------------------------------------------|
 SY2738
 SY2738                          SUPERSEDED SURVEY CONTROL
 SY2738
 SY2738  NAD 83(1986)-  47 15 53.62469(N)    122 26 45.06444(W) AD(       ) 2
 SY2738  NAD 27      -  47 15 54.26800(N)    122 26 40.61600(W) AD(       ) 2
 SY2738  NGVD 29 (07/19/86)   70.2    (m)          230.     (f) VERT ANG       
 SY2738
 SY2738.Superseded values are not recommended for survey control.
 SY2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2738.See file dsdata.txt to determine how the superseded data were derived.
 SY2738
 SY2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4192134751(NAD 83)
 SY2738_MARKER: DS = TRIANGULATION STATION DISK
 SY2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2738_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY2738_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY2738
 SY2738  HISTORY     - Date     Condition        Report By
 SY2738  HISTORY     - 1919     MONUMENTED       CGS
 SY2738  HISTORY     - 1933     GOOD             CGS
 SY2738  HISTORY     - 1935     GOOD             CGS
 SY2738  HISTORY     - 1963     MARK NOT FOUND   CGS
 SY2738  HISTORY     - 1973     GOOD             NGS
 SY2738  HISTORY     - 1975     GOOD             NGS
 SY2738  HISTORY     - 1978     GOOD             NOS
 SY2738  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY2738
 SY2738                          STATION DESCRIPTION
 SY2738
 SY2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (JWM)
 SY2738'STATION MARK IS STANDARD DISK SET IN CONCRETE CYLINDER 8 INCHES
 SY2738'IN DIAMETER AND 2-1/2 FEET DEEP INTO GROUND, LOCATED ABOUT 9
 SY2738'METERS FROM CLIFF AVENUE AND ABOUT 1 METER W OF INSIDE EDGE OF
 SY2738'CEMENT WALK COMING DOWN W SIDE OF DIVISION AVENUE.  THE CORNER
 SY2738'NEAR WHICH IT IS LOCATED IS ONE BLOCK E OF STADIUM HIGH SCHOOL.
 SY2738'
 SY2738'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN CONCRETE BLOCK
 SY2738'ABOUT 2 FEET FROM FENCE ON N SIDE OF CLIFF AVENUE.
 SY2738'
 SY2738'REFERENCE MARK NO.2 IS THE HIGH POINT ON FIRE HYDRANT ON
 SY2738'CORNER.
 SY2738'
 SY2738'REFERENCE MARK NO.3 IS THE ONLY TELEPHONE POLE ON CORNER SET
 SY2738'IN CONCRETE FOUNDATION (NEAR SIDE OF FOUNDATION).
 SY2738'
 SY2738'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 SY2738
 SY2738                          STATION RECOVERY (1933)
 SY2738
 SY2738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FHH)
 SY2738'REVISED DESCRIPTION AS FOLLOWS--
 SY2738'
 SY2738'THE STATION IS NEAR THE INTERSECTION OF STADIUM WAY AND DIVISION
 SY2738'AVENUE, IT IS 5-1/2 METERS SE OF THE CONCRETE DRINKING FOUNTAIN
 SY2738'WHICH IS IN THE SMALL PARK WHICH HAS BEEN PUT IN AT THIS
 SY2738'LOCATION.  THE STATION IS AT THE WESTERN END OF AN ORNAMENTAL
 SY2738'BUSH WITH LIGHT GREEN SPIDERY LEAVES, AND CANNOT BE OCCUPIED
 SY2738'CENTRALLY WITHOUT DESTROYING THE BUSH.
 SY2738'
 SY2738'THE MARK IS HARD TO FIND DUE TO THE FACT THAT THERE HAS BEEN
 SY2738'ADDITIONAL DIRT PUT AROUND IT, AND IT IS SLIGHTLY LOWER THAN THE
 SY2738'SURFACE OF THE GROUND.
 SY2738'
 SY2738'THE OLD REFERENCE MARKS, NO.1 AND NO.3 ARE MISSING, REFERENCE
 SY2738'MARK NO.2 IS IN PLACE.  ADDITIONAL INFORMATION CONTAINED IN THE
 SY2738'ORIGINAL DESCRIPTION IS CORRECT.
 SY2738
 SY2738                          STATION RECOVERY (1935)
 SY2738
 SY2738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2738'STATION RECOVERED AS PER THE RECOVERY NOTE OF E.R. LATHAM, 1933,
 SY2738'ON TOP OF BLUFF JUST S OF THE COLLEGE OF PACIFIC.  AS THE STATION
 SY2738'IS UNDER AN ORNAMENTAL BUSH IN A CITY PARK, WITH NUMEROUS OTHER
 SY2738'SHRUBS IN THE PARK OBSCURING VISION, ANOTHER STATION MOOR - 1935
 SY2738'WITH CLEAR VISION ALL AROUND, WAS ESTABLISHED SOME DISTANCE S OF
 SY2738'THE STATION.
 SY2738
 SY2738                          STATION RECOVERY (1963)
 SY2738
 SY2738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2738'NOT FOUND.  THERE IS STILL A DRINKING FOUNTAIN AND A FIRE HYDRANT
 SY2738'ON THE CORNER BUT ONE OF THEM MUST HAVE BEEN MOVED, OR THE STATION
 SY2738'HAS BEEN DESTROYED.  TWO HOURS WERE SPENT PRODDING AND DIGGING
 SY2738'FOR THE MARK, BUT NOTHING WAS FOUND BUT ROCKS AND BRICKS.
 SY2738
 SY2738                          STATION RECOVERY (1973)
 SY2738
 SY2738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SY2738'THE STATION WAS RECOVERED IN GOOD CONDITION.  NONE OF THE OLD
 SY2738'REFERENCE MARKS WERE FOUND.  TWO NEW REFERENCE MARKS WERE
 SY2738'ESTABLISHED.
 SY2738'
 SY2738'THE STATION IS LOCATED IN THE CITY OF TACOMA, IN A SMALL PARK,
 SY2738'ON THE SHOULDER OF A STEEP SLOPE, OVERLOOKING COMMENCEMENT
 SY2738'BAY.  69.6 FEET NORTH OF THE CENTERLINE INTERSECTION OF STADIUM
 SY2738'WAY AND DIVISION STREET.
 SY2738'
 SY2738'THE STATION IS A STANDARD DISK STAMPED CLIFF 1919 SET IN THE
 SY2738'TOP OF A 10 INCH IN DIAMETER, CONCRETE MONUMENT, 6 INCHES BELOW
 SY2738'THE SURFACE OF THE GROUND.  30.6 FEET NORTHEAST OF THE CENTER OF
 SY2738'THE TOP OF AN OLD FIRE HYDRANT THAT IS ALONG THE EAST SIDE OF
 SY2738'STADIUM WAY, 22.6 FEET SOUTHEAST OF A CONCRETE, DRINKING
 SY2738'FOUNTAIN, 16.3 FEET EAST OF THE NORTHERNMOST OF A ROW OF
 SY2738'OBELISK-SHAPED, CONCRETE FENCE POSTS.
 SY2738'
 SY2738'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CLIFF 1919 NO 4
 SY2738'1973 SET IN A DRILL HOLE IN THE NORTHEAST CURB OF STADIUM WAY,
 SY2738'49 FEET NORTH-NORTHEAST OF THE CENTERLINE INTERSECTION OF STADIUM
 SY2738'WAY AND DIVISION STREET, 13 FEET NORTH OF THE HYDRANT, ON THE
 SY2738'EASTERLY PROLONGATION OF THE CENTERLINE OF THE SIDEWALK THAT IS
 SY2738'ALONG THE NORTH SIDE OF DIVISION STREET AND NEARLY ON RANGE WITH
 SY2738'THE STATION AND THE SPIRE ON THE FIRST PRESBYTERIAN CHURCH.
 SY2738'
 SY2738'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CLIFF NO 5 1919 1973
 SY2738'SET IN THE TOP OF THE NORTH ONE OF TWO DARK GREY BOULDERS, 30.6
 SY2738'FEET NORTHEAST OF THE NORTHEAST CURB OF STADIUM WAY AND 15.3 FEET
 SY2738'EAST OF THE CONCRETE, DRINKING FOUNTAIN.
 SY2738'
 SY2738'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2738'AT TACOMA.
 SY2738
 SY2738                          STATION RECOVERY (1975)
 SY2738
 SY2738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (MHF)
 SY2738'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 SY2738'BY R.B.M. IN 1973.  AT THE PRESENT TIME THERE IS SOME WOODEN
 SY2738'STEPS BEING BUILT ABOUT 4 FEET SOUTHEAST OF THE STATION.
 SY2738'
 SY2738'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2738'IN TACOMA.
 SY2738
 SY2738                          STATION RECOVERY (1978)
 SY2738
 SY2738'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY2738'THE STATION AND REFERENCE MARKS 4 AND 5 WERE RECOVERED IN GOOD
 SY2738'CONDITION AS DESCRIBED IN 1973.
 SY2738'
 SY2738'THE HEIGHT OF LIGHT WAS 2.0 METERS.
 SY2738
 SY2738                          STATION RECOVERY (1988)
 SY2738
 SY2738'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJH)
 SY2738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1881 ***********************************************************************
 TR1881  DESIGNATION -  CLIFF
 TR1881  PID         -  TR1881
 TR1881  STATE/COUNTY-  WA/SKAGIT
 TR1881  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1881
 TR1881                         *CURRENT SURVEY CONTROL
 TR1881  ___________________________________________________________________
 TR1881* NAD 83(1991)-  48 30 50.72997(N)    122 35 52.91221(W)     ADJUSTED  
 TR1881* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 TR1881  ___________________________________________________________________
 TR1881  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 TR1881  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 TR1881
 TR1881  HORZ ORDER  -  SECOND
 TR1881
 TR1881.The horizontal coordinates were established by classical geodetic methods
 TR1881.and adjusted by the National Geodetic Survey in December 1991..
 TR1881
 TR1881.The orthometric height was scaled from a topographic map.
 TR1881
 TR1881.Photographs are available for this station.
 TR1881
 TR1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1881
 TR1881.The geoid height was determined by GEOID03.
 TR1881
 TR1881;                    North         East     Units Scale Factor Converg.
 TR1881;SPC WA N     -   169,838.353   369,638.330   MT  0.99996615   -1 18 49.9
 TR1881;SPC WA N     -   557,211.33  1,212,721.75   sFT  0.99996615   -1 18 49.9
 TR1881;UTM  10      - 5,373,519.954   529,685.921   MT  0.99961083   +0 18 04.0
 TR1881
 TR1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1881!SPC WA N     -   0.99999855  x   0.99996615  =   0.99996470
 TR1881!UTM  10      -   0.99999855  x   0.99961083  =   0.99960938
 TR1881
 TR1881:                Primary Azimuth Mark                     Grid Az
 TR1881:SPC WA N     -  MARCH POINT LIGHT                        118 43 37.2
 TR1881:UTM  10      -  MARCH POINT LIGHT                        117 06 43.3
 TR1881
 TR1881|---------------------------------------------------------------------|
 TR1881| PID    Reference Object                     Distance      Geod. Az  |
 TR1881|                                                           dddmmss.s |
 TR1881| TR1921 MARCH POINT LIGHT                   APPROX. 3.4 KM 1172447.3 |
 TR1881| TR1898 CRANDALL SPIT DOLPHIN               APPROX. 2.0 KM 1265019.0 |
 TR1881| CF7690 CLIFF RM 1                            8.647 METERS 17729     |
 TR1881| CF7691 CLIFF RM 2                           10.750 METERS 32658     |
 TR1881| TR1891 TIDE RESET                          APPROX. 0.8 KM 3482205.2 |
 TR1881|---------------------------------------------------------------------|
 TR1881
 TR1881                          SUPERSEDED SURVEY CONTROL
 TR1881
 TR1881  NAD 83(1986)-  48 30 50.73398(N)    122 35 52.91709(W) AD(       ) 2
 TR1881  NAD 27      -  48 30 51.35300(N)    122 35 48.30300(W) AD(       ) 2
 TR1881
 TR1881.Superseded values are not recommended for survey control.
 TR1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1881.See file dsdata.txt to determine how the superseded data were derived.
 TR1881
 TR1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2968673520(NAD 83)
 TR1881_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1881_SETTING: 66 = SET IN ROCK OUTCROP
 TR1881_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TR1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1881+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2002
 TR1881
 TR1881  HISTORY     - Date     Condition        Report By
 TR1881  HISTORY     - 1927     MONUMENTED       CGS
 TR1881  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR1881  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1881  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1881  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1881  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TR1881  HISTORY     - 1983     GOOD             USPSQD
 TR1881  HISTORY     - 20010829 MARK NOT FOUND   USPSQD
 TR1881  HISTORY     - 20020518 GOOD             USPSQD
 TR1881  HISTORY     - 20060810 GOOD             GEOCAC
 TR1881
 TR1881                          STATION DESCRIPTION
 TR1881
 TR1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1881'THE STATION IS MARKED WITH A STANDARD DISK, STAMPED CLIFF-27,
 TR1881'CEMENTED IN A DRILL HOLE ON THE BEDROCK AT THE TOP OF A 150-FOOT
 TR1881'BLUFF NEAR THE SOUTHERLY EXTREMITY OF CAPSANTE.  THE STATION IS
 TR1881'ON TOP OF A ROUND ROCK DOME, ABOUT 10 FEET BACK FROM THE BLUFF
 TR1881'EDGE.  NOTE 3.  GUEMES ISLAND SOUTHEAST POINT AND SADDLEBAG
 TR1881'ISLAND WEST TANGENT ARE JUST OPEN ON THEIR RANGE.
 TR1881'
 TR1881'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED 27, CEMENTED
 TR1881'IN A DRILL HOLE AT THE BLUFF EDGE SOUTHERLY FROM AND 2 FEET
 TR1881'HIGHER THAN THE STATION.  NOTE 12B.
 TR1881'
 TR1881'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED 27, CEMENTED IN
 TR1881'A DRILL HOLE ON A SLANTING FACE OF ROCK WHICH FACES MARCH
 TR1881'POINT.  IT IS NORTHERLY FROM AND 4 FEET LOWER THAN THE STATION.
 TR1881'
 TR1881'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 TR1881
 TR1881                          STATION RECOVERY (1940)
 TR1881
 TR1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (BHR)
 TR1881'FOUND IN GOOD CONDITION, ON SOUTHEAST SIDE OF CAPSANTE ABOUT 0.1
 TR1881'MILE FROM SOUTHERN EXTREMITY.  STATION IS ON TOP OF A ROUND ROCK
 TR1881'DOME AT THE TOP OF A 150-FOOT BLUFF AND 3 METERS BACK FROM THE
 TR1881'BLUFF EDGE.  THERE IS A TALL STAND OF MADRONA AND FIR TREES NEARBY,
 TR1881'THE PORCH OF A WHITE COLONIAL-STYLE HOUSE IS JUST VISIBLE TO THE
 TR1881'NORTH, AND THE SOUTHEAST POINT OF GUEMES ISLAND AND THE WEST
 TR1881'TANGENT OF SADDLEBAG ISLAND ARE JUST OPEN ON THEIR RANGE.  A
 TR1881'PATH LEADS ALMOST TO THE STATION FROM A LANE ON TOP THE SOUTHERN
 TR1881'HEIGHTS OF CAPSANTE, THIS PATH TAKES OFF FROM THE LANE JUST NORTH
 TR1881'AND EAST OF THE LOOP THAT TERMINATES THE LANE.  THE STATION IS A
 TR1881'STANDARD DISK STAMPED CLIFF 27 CEMENTED IN DRILL HOLE IN
 TR1881'BEDROCK.  NOTE 3.
 TR1881'
 TR1881'THE REFERENCE MARKS WERE IN GOOD CONDITION.  REFERENCE MARK NO. 1
 TR1881'IS A STANDARD DISK STAMPED NO. 1 1927 CEMENTED IN A DRILL HOLE IN
 TR1881'BEDROCK AT BLUFF EDGE SOUTHERLY FROM AND 2 FEET HIGHER THAN THE
 TR1881'STATION.  NOTE 12B.
 TR1881'
 TR1881'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED NO. 2 1927
 TR1881'CEMENTED IN A DRILL HOLE IN SLOPING FACE OF BEDROCK WHICH FACES
 TR1881'MARCH POINT.  IT IS NORTHERLY FROM AND 4 FEET LOWER THAN THE
 TR1881'STATION.  NOTE 12B.
 TR1881
 TR1881                          STATION RECOVERY (1953)
 TR1881
 TR1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1881'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A COMPLETE DESCRIPTION
 TR1881'FOLLOWS--
 TR1881'
 TR1881'IN ANACORTES, ON THE SE SIDE OF CAPSANTE, ABOUT 0.1 MI. N OF THE S
 TR1881'EXTREMITY.  STATION IS ON TOP OF A ROUND ROCK DOME AT THE TOP OF A
 TR1881'150-FT. BLUFF, AND 3 M. BACK FROM THE BLUFF EDGE.  ABOUT 1/3
 TR1881'OF THE WAY DOWN THE SIDE FROM THE SUMMIT OF CAPSANTE TO THE WATER
 TR1881'SURFACE.  THERE IS A TALL STAND OF MADRONA AND FIR TREES
 TR1881'NEARBY.  THE PORCH OF A WHITE COLONIAL-STYLE HOUSE IS JUST
 TR1881'VISIBLE TO THE N, AND THE SE POINT OF GUEMES ISLAND AND THE W
 TR1881'TANGENT OF SADDLEBAG ISLAND ARE JUST OPEN ON THEIR RANGE.  A
 TR1881'PATH LEADS ALMOST TO THE STATION FROM A ROAD ON TOP OF THE S
 TR1881'HEIGHTS OF CAPSANTE.  THIS PATH TAKES OFF FROM THE
 TR1881'ROAD AT A POINT WHERE THE ROAD SPLITS TO FORM THE TURN AROUND
 TR1881'LOOP THAT TERMINATES THE ROAD.  FOLLOW THE TRAIL NE DOWN
 TR1881'THE SIDE OF THE BLUFF TO END WHERE SEVERAL GREEN-PAINTED BENCHES
 TR1881'ARE NAILED TO TREE TRUNKS.  STATION IS ABOUT 15 FT. BELOW AND 75
 TR1881'FT. NE OF THESE BENCHES.  A STANDARD DISK, STAMPED CLIFF 27 AND
 TR1881'CEMENTED IN A DRILL HOLE IN BEDROCK (NOTE 3).
 TR1881'
 TR1881'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NO 1 1927 AND
 TR1881'CEMENTED IN A DRILL HOLE IN BEDROCK (NOTE 12B) AT THE BLUFF EDGE
 TR1881'S OF AND 2 FT. HIGHER THAN THE STATION.
 TR1881'
 TR1881'REFERENCE MARK 2 HAS BEEN DESTROYED.  THE MARK HAS BEEN PRIED
 TR1881'OUT OF THE BEDROCK, AND THE DRILL HOLE REMAINS AND CHECKS THE
 TR1881'ORIGINAL DISTANCE.  THE DRILL HOLE IS IN THE SLOPING FACE OF
 TR1881'BEDROCK (NOTE 12B) THAT FACES MARCH POINT, N OF AND 4 FT. LOWER
 TR1881'THAN THE STATION.
 TR1881'
 TR1881'REFERENCE MARK DISTANCES WERE CHECKED BUT ANGLES WERE NOT.
 TR1881
 TR1881                          STATION RECOVERY (1955)
 TR1881
 TR1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1881'STATION MARK AND REFERENCE MARK 1 RECOVERED IN GOOD
 TR1881'CONDITION.  REFERENCE MARK 2 WAS MISSING, BUT THE ORIGINAL DRILL
 TR1881'HOLE WAS FOUND AND A NEW MARK, STAMPED CLIFF NO 3 1927 1955, WAS
 TR1881'CEMENTED IN THE HOLD.
 TR1881'
 TR1881'STATION IS ON THE SE SIDE OF CAPSANTE HEAD AND ABOUT 0.1 MI. FROM
 TR1881'ITS S EXTREMITY.  IT IS ON THE TOP OF A ROUND DOME AT THE TOP OF
 TR1881'A 150-FT. BLUFF, 3 M. BACK FROM THE BLUFF EDGE.  THERE IS A TALL
 TR1881'STAND OF MADRONA AND FIR TREES NEARBY.  THE PORCH OF A WHITE
 TR1881'PROMINENT COLONIAL STYLE HOUSE IS JUST VISIBLE TO THE N, AND THE
 TR1881'SE POINT OF GUEMES ISLAND AND THE W TANGENT OF SADDLEBAG ISLAND
 TR1881'ARE JUST OPEN ON THEIR RANGE.  A PATH LEADS ALMOST TO THE
 TR1881'STATION FROM A LANE ON TOP OF THE S HEIGHTS OF CAPSANTE HEAD,
 TR1881'THIS PATH TAKES OFF FROM THE LANE JUST N AND E OF THE LOOP
 TR1881'THAT TERMINATES THE LANE.  ALSO A PATH LEADS TO THE S FROM THE
 TR1881'COLONIAL TYPE HOUSE TO A POINT ALMOST AT THE STATION.  STATION
 TR1881'MARK IS A STANDARD DISK, STAMPED CLIFF 27 CEMENTED IN A DRILL HOLE
 TR1881'IN BEDROCK.
 TR1881'
 TR1881'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NO 1 1927 CEMENTED IN
 TR1881'A DRILL HOLE IN BEDROCK AT THE BLUFF EDGE S FROM AND 2 FT. HIGHER
 TR1881'THAN THE STATION.
 TR1881'
 TR1881'REFERENCE MARK 2 IS COMPLETELY LOST.
 TR1881'
 TR1881'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CLIFF NO 3 1927
 TR1881'1955 CEMENTED IN THE ORIGINAL DRILL HOLE OF REFERENCE MARK 2 1927
 TR1881'WHICH WAS FOUND REMOVED.  IT IS N FROM THE STATION, ACROSS A
 TR1881'PROMINENT CREVICE, SET ON A SLANTING FACE OF BEDROCK WHICH FACES
 TR1881'MARCH POINT.  MARK IS ABOUT 4 FT. LOWER THAN THE STATION.
 TR1881
 TR1881                          STATION RECOVERY (1960)
 TR1881
 TR1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1881'STATION WAS NOT RECOVERED.  THE TOP OF THE LEDGE WAS THOROUGHLY
 TR1881'SEARCHED BUT NO TRACE OF A DRILL HOLE WAS FOUND.  THE BEDROCK IN
 TR1881'WHICH THE STATION WAS PLACED HAS DECOMPOSED ON THE SURFACE AND IT
 TR1881'IS PROBABLE THAT THE STATION IS DESTROYED.
 TR1881
 TR1881                          STATION RECOVERY (1964)
 TR1881
 TR1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 TR1881'STATION WAS RECOVERED AS DESCRIBED.
 TR1881'
 TR1881'TO REACH THE STATION FROM THE INTERSECTION OF 4TH ST. AND V
 TR1881'AVE. IN THE NORTHEAST PART OF ANACORTES, GO SOUTH ON THE BLACKTOP
 TR1881'ROAD (V AVE.) FOR 0.2 MILE TO A STREET SIGN (W AVE. AND 7TH
 TR1881'ST.).  CONTINUE SOUTH ON BLACKTOP ROAD 0.3 MILE TO A CIRCULAR
 TR1881'BLACKTOPPED AREA AT THE END OF THE ROAD, JUST SOUTH OF A
 TR1881'MICROWAVE MAST ON THE HIGHEST POINT OF THE RIDGE.  FROM THE
 TR1881'MIDDLE OF THE EAST SIDE OF THE BLACKTOP AREA THE STATION LIES
 TR1881'ABOUT ON LINE WITH THE EAST EDGE OF GUEMES ISLAND.  PROCEED
 TR1881'EASTERLY DOWN THE ROCKY SLOPE THROUGH THE TREELESS AREA FOR
 TR1881'ABOUT 50 YARDS TO THE EDGE OF THE BLUFF.  FROM HERE, GO
 TR1881'NORTHERLY ALONG A TRAIL FOR ABOUT 35 YARDS TO SOME PLANKS
 TR1881'SET IN NOTCHES IN TREE TRUNKS AND USED FOR BENCHES.  FROM
 TR1881'THESE BENCHES, THE STATION IS ABOUT 50 FEET NORTHEAST AND 15 FEET
 TR1881'LOWER.  STATION IS ESTIMATED ABOUT 100 FEET BELOW THE SUMMIT OF
 TR1881'THE RIDGE.
 TR1881
 TR1881                          STATION RECOVERY (1983)
 TR1881
 TR1881'RECOVERY NOTE BY US POWER SQUADRON 1983 (MEH)
 TR1881'CLIFF STATION MARK 27 RECOVERED GOOD.
 TR1881'
 TR1881'LRRS 1964 DESCRIPTION IS OK TO TURNAROUND ON TOP OF CAP SANTE,
 TR1881'BUT MICROWAVE ANTENNA HAS BEEN REMOVED.  NOTE EASIER AND MORE
 TR1881'HELPFUL DIRECTIONS ARE--FROM CENTER OF CIRCULAR TURNAROUND FOLLOW
 TR1881'CENTERLINE OF ROAD NORTHERLY 45 YARDS.  LEAD NELY ON TRACE
 TR1881'TRAIL 55-60 YDS TO BETTER TRAIL (AS SIGN OF BENCHES OR PLANKS
 TR1881'DESCRIBED IN 1964) THENCE CROSS TRAIL NELY ABOUT 20 YDS TO
 TR1881'STATION - ON OPEN SMOOTH NEARBY KNOB.
 TR1881
 TR1881                          STATION RECOVERY (2001)
 TR1881
 TR1881'RECOVERY NOTE BY US POWER SQUADRON 2001 (AES)
 TR1881'AREA N OW OVERGROWN WITH HEAVY BRUSH. NO TRAILS APPARENT
 TR1881
 TR1881                          STATION RECOVERY (2002)
 TR1881
 TR1881'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCW)
 TR1881'STATION MARK AND REFERENCE MARKS 1 AND 3 RECOVERED IN GOOD CONDITION.
 TR1881'LOCATING MARKS IS BEST DONE USING GPS AS OLD TRAILS ARE GONE.
 TR1881'LOCATION DESCRIPTION FROM 1955 CONSIDERED GOOD EXCEPT NO VISUAL OF
 TR1881'HOUSE MENTIONED.  USE GREAT CAUTION WHEN APPROACHING STATION AND
 TR1881'REFERENCE MARKS AS THEY ARE VERY NEAR CLIFF FACE.
 TR1881' 
 TR1881
 TR1881                          STATION RECOVERY (2006)
 TR1881
 TR1881'RECOVERY NOTE BY GEOCACHING 2006 (LCL)
 TR1881'STATION AND REFERENCE MARKS 1 AND 3 RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2490 ***********************************************************************
 TR2490  DESIGNATION -  CLIFF
 TR2490  PID         -  TR2490
 TR2490  STATE/COUNTY-  WA/CLALLAM
 TR2490  USGS QUAD   -  JOYCE (1979)
 TR2490
 TR2490                         *CURRENT SURVEY CONTROL
 TR2490  ___________________________________________________________________
 TR2490* NAD 83(1991)-  48 09 59.00169(N)    123 42 21.95460(W)     ADJUSTED  
 TR2490* NAVD 88     -                                                        
 TR2490  ___________________________________________________________________
 TR2490  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 TR2490  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 TR2490
 TR2490  HORZ ORDER  -  THIRD
 TR2490
 TR2490.The horizontal coordinates were established by classical geodetic methods
 TR2490.and adjusted by the National Geodetic Survey in December 1991..
 TR2490
 TR2490
 TR2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2490
 TR2490.The geoid height was determined by GEOID03.
 TR2490
 TR2490;                    North         East     Units Scale Factor Converg.
 TR2490;SPC WA N     -   133,669.885   286,371.037   MT  0.99994261   -2 08 19.8
 TR2490;SPC WA N     -   438,548.61    939,535.64   sFT  0.99994261   -2 08 19.8
 TR2490;UTM  10      - 5,335,035.028   447,497.965   MT  0.99963387   -0 31 34.0
 TR2490
 TR2490                          SUPERSEDED SURVEY CONTROL
 TR2490
 TR2490  NAD 83(1986)-  48 09 59.00118(N)    123 42 21.95954(W) AD(       ) 4
 TR2490  NAD 27      -  48 09 59.68200(N)    123 42 17.25000(W) AD(       ) 3
 TR2490
 TR2490.Superseded values are not recommended for survey control.
 TR2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2490.See file dsdata.txt to determine how the superseded data were derived.
 TR2490
 TR2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU4749835035(NAD 83)
 TR2490
 TR2490  HISTORY     - Date     Condition        Report By
 TR2490  HISTORY     - UNK      MONUMENTED
 TR2490  HISTORY     - 1909     SEE DESCRIPTION  CGS
 TR2490  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TR2490  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TR2490  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR2490
 TR2490                          STATION DESCRIPTION
 TR2490
 TR2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 TR2490'ON THE POINT AT THE E ENTRANCE TO PORT CRESCENT, JUST AROUND THE
 TR2490'POINT TO EASTWARD.  IT IS THE FIRST LARGE FIR TREE, 2 FEET
 TR2490'THROUGH.  TREE WAS MARKED BY BLAZE AND WIRE NAIL.  A NARROW TONGUE
 TR2490'MAKES OUT AT THIS POINT AND THE TREE STANDS ON THE E SIDE OF THE
 TR2490'BASE OF TONGUE, AND JUST AT THE EDGE OF THE CLIFF, WHICH IS 25
 TR2490'FEET HIGH.
 TR2490
 TR2490                          STATION RECOVERY (1926)
 TR2490
 TR2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR2490'RECOVERED AS DESCRIBED.  PARTS OF OLD SIGNAL BECOMING LOOSE.
 TR2490
 TR2490                          STATION RECOVERY (1931)
 TR2490
 TR2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (KTA)
 TR2490'NO EVIDENCE OF STATION COULD BE FOUND, PROBABLY HAVING BEEN
 TR2490'DESTROYED BY EROSION OF BANK.
 TR2490
 TR2490                          STATION RECOVERY (1942)
 TR2490
 TR2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2490'THE 1892 ORIGINAL DESCRIPTION IS SURPRISINGLY ADEQUATE.  THE FIR
 TR2490'TREE IS NOW ABOUT 3 FEET IN DIAMETER, THE TRIANGULAR BLAZE UPON
 TR2490'THE NW SIDE AND UPON THE NE SIDE AROUND THE 60-PENNY SPIKE WERE
 TR2490'RENEWED.  A NEW DESCRIPTION FOLLOWS--
 TR2490'
 TR2490'ON THE POINT AT THE E ENTRANCE TO PORT CRESCENT.  JUST AROUND
 TR2490'THE POINT TO THE EASTWARD.  IT IS THE FIRST LARGE FIR TREE, 3 FEET
 TR2490'THROUGH.  TREE IS MARKED BY TRIANGULAR BLAZE ON NW SIDE AND A
 TR2490'TRIANGULAR BLAZE ABOUT 5 FEET ABOVE GROUND ON NE SIDE WITH
 TR2490'60-PENNY SPIKE IN THE CENTER.  THE SPIKE IS THE MARK AND IS IN
 TR2490'GOOD CONDITION.  A 2-INCH BY 6-INCH BY 16-FOOT LONG IS NAILED
 TR2490'VERTICALLY TO THE SW SIDE OF THE TREE.  A NARROW TONGUE OF LAND
 TR2490'MAKES OUT AT THE POINT AND THE TREE STANDS ON THE E SIDE OF
 TR2490'THE BASE OF THE TONGUE, AND JUST AT THE EDGE OF THE CLIFF
 TR2490'WHICH IS 25 FEET HIGH.  IN 1942 THE STATION WAS NOT OCCUPIED,
 TR2490'BUT A WIRE WAS STRUNG BETWEEN IT AND TONGUE POINT REFERENCE
 TR2490'MARK, THE DISTANCE WAS MARKED UPON THE WIRE WITH 15-KILOGRAM
 TR2490'TENSION, THE WIRE LATER BEING STRUNG OUT WITH SAME TENSION AND
 TR2490'ONLY TWO SUPPORTS AT A PLACE WHERE IT COULD BE COMPARED WITH
 TR2490'A STANDARIZED STEEL TAPE.  THE DISTANCE SO DETERMINED
 TR2490'WAS FOUND TO BE 371.13 FEET, HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1164 ***********************************************************************
 SW1164  DESIGNATION -  CLIFF
 SW1164  PID         -  SW1164
 SW1164  STATE/COUNTY-  WA/STEVENS
 SW1164  USGS QUAD   -  FORT SPOKANE (1985)
 SW1164
 SW1164                         *CURRENT SURVEY CONTROL
 SW1164  ___________________________________________________________________
 SW1164* NAD 83(1991)-  47 55 04.80559(N)    118 18 39.99152(W)     ADJUSTED  
 SW1164* NAVD 88     -       522.2    (meters)    1713.     (feet)  VERTCON   
 SW1164  ___________________________________________________________________
 SW1164  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 SW1164  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 SW1164
 SW1164  HORZ ORDER  -  SECOND
 SW1164
 SW1164.The horizontal coordinates were established by classical geodetic methods
 SW1164.and adjusted by the National Geodetic Survey in December 1991..
 SW1164
 SW1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1164
 SW1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1164
 SW1164.The geoid height was determined by GEOID03.
 SW1164
 SW1164;                    North         East     Units Scale Factor Converg.
 SW1164;SPC WA N     -   105,153.998   688,476.484   MT  0.99994831   +1 52 40.3
 SW1164;SPC WA N     -   344,992.74  2,258,776.60   sFT  0.99994831   +1 52 40.3
 SW1164;UTM  11      - 5,308,018.401   402,043.157   MT  0.99971791   -0 58 23.4
 SW1164
 SW1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1164!SPC WA N     -   0.99992115  x   0.99994831  =   0.99986947
 SW1164!UTM  11      -   0.99992115  x   0.99971791  =   0.99963909
 SW1164
 SW1164:                Primary Azimuth Mark                     Grid Az
 SW1164:SPC WA N     -  CRYSTAL                                  051 01 06.0
 SW1164:UTM  11      -  CRYSTAL                                  053 52 09.7
 SW1164
 SW1164|---------------------------------------------------------------------|
 SW1164| PID    Reference Object                     Distance      Geod. Az  |
 SW1164|                                                           dddmmss.s |
 SW1164| SW1173 CRYSTAL                             APPROX. 4.2 KM 0525346.3 |
 SW1164| CF1233 CLIFF RM 1                            7.291 METERS 30644     |
 SW1164|---------------------------------------------------------------------|
 SW1164
 SW1164                          SUPERSEDED SURVEY CONTROL
 SW1164
 SW1164  NAD 83(1986)-  47 55 04.81565(N)    118 18 39.98717(W) AD(       ) 2
 SW1164  NAD 27      -  47 55 05.24800(N)    118 18 36.03500(W) AD(       ) 2
 SW1164  NGVD 29 (07/19/86)  521.0    (m)         1709.     (f) VERT ANG       
 SW1164
 SW1164.Superseded values are not recommended for survey control.
 SW1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1164.See file dsdata.txt to determine how the superseded data were derived.
 SW1164
 SW1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP0204308018(NAD 83)
 SW1164_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1164
 SW1164  HISTORY     - Date     Condition        Report By
 SW1164  HISTORY     - 1935     MONUMENTED       BOR
 SW1164  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1164
 SW1164                          STATION DESCRIPTION
 SW1164
 SW1164'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1164'STATION IS LOCATED ABOUT 400 FEET S OF SECTION LINE IN MIDDLE OF
 SW1164'NW 1/4 SEC. 20, T. 28 N., R. 36 E. WM, AND 20 FEET FROM EDGE OF
 SW1164'SOLID BASALT CLIFF.  LARGE BASALT BOULDERS, APPARENTLY BROKEN FROM
 SW1164'CLIFF, LIE ON FLAT 200 FEET BELOW AND THERE IS A BASALT NEEDLE
 SW1164'WITH TIP LEVEL WITH STATION ABOUT 200 FEET E.
 SW1164'
 SW1164'STATION IS REACHED FROM LINCOLN, BY DRIVING E FROM POST OFFICE,
 SW1164'CROSSING NEE BRIDGE AND SPOKANE RIVER AT 0.5 MILE.  0.6, TURN
 SW1164'RIGHT UP HILL.  PASS GROVE OF TREES ON LEFT AT 1.5.  1.8, FORK,
 SW1164'BEAR LEFT.  2.0, FORK, BEAR RIGHT ON FRUITLAND ROAD.  2.4, TURN
 SW1164'RIGHT THROUGH GATE INTO PASTURE AND BEAR NE TO FENCE AT END OF
 SW1164'PASTURE, 2.7.  LEAVE CAR HERE AND WALK TO EDGE OF BASALT CLIFF.
 SW1164'
 SW1164'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 21B,
 SW1164'RESPECTIVELY.  TRIANGLE CHISELED AROUND CROSS ON R.M.
 SW1164'
 SW1164'HEIGHT OF LIGHT ABOVE STATION MARK 2.96 METERS.
 SW1164
 SW1164                          STATION RECOVERY (1947)
 SW1164
 SW1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1164'STATION WAS RECOVERED AS DESCRIBED BY THE U.S.B.R. IN 1935.  DUE
 SW1164'TO CHANGES IN LOCAL CONDITIONS THE DESCRIPTION IS INADEQUATE.  A
 SW1164'NEW DESCRIPTION FOLLOWS--
 SW1164'
 SW1164'STATION IS LOCATED IN THE MIDDLE OF SEC. 20, T. 28 N., R. 36
 SW1164'E. WM, ABOUT 1.4 MILES E OF MILES, ABOUT 1.7 MILES NE OF THE
 SW1164'CONFLUENCE OF THE SPOKANE AND COLUMBIA RIVERS, AND ABOUT 6.0
 SW1164'MILES E OF GEORGE MOUNTAIN LOOKOUT.  IT IS 20 FEET FROM THE EDGE
 SW1164'OF A BASALT CLIFF, 105 FEET S OF A BUSHY PINE TREE, AND ABOUT
 SW1164'150 FEET W OF A KNIFE-LIKE PROJECTION OF BASALT.
 SW1164'
 SW1164'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK SET
 SW1164'ACCORDING TO NOTE 1A, STAMPED CLIFF 1935, AND PROJECTS 4 INCHES
 SW1164'ABOVE THE SURFACE OF THE GROUND.
 SW1164'
 SW1164'TO REACH STATION FROM MILES, PROCEED W ON A GRAVEL ROAD FOR 0.7
 SW1164'MILE TO THE JUNCTION WITH STATE HIGHWAY 22, TURN AND GO RIGHT FOR
 SW1164'0.8 MILE, ACROSS THE BRIDGE OVER THE SPOKANE RIVER.  CONTINUE
 SW1164'ALONG THE HIGHWAY FOR 0.2 MILE TO A T-JUNCTION ON THE RIGHT.  TURN
 SW1164'RIGHT (N) AND GO FOR 0.4 MILE TO A Y-JUNCTION.  TAKE THE LEFT
 SW1164'HAND FORK AND GO TO A SECOND Y-JUNCTION.  TAKE THE RIGHT HAND
 SW1164'FORK AND GO 0.3 MILE TO A GATE.  GO THROUGH THE GATE AND
 SW1164'CONTINUE FOR 0.2 MILE TO A RANCH HOUSE ON THE LEFT HAND SIDE OF
 SW1164'THE ROAD.  LEAVE THE TRUCK HERE AND PACK ACROSS THE
 SW1164'FIELDS FOR ABOUT 0.3 MILE TO THE EDGE OF A BASALT CLIFF AND THE
 SW1164'STATION.
 SW1164'
 SW1164'R.M. 1 WAS RECOVERED AND THE DISTANCE VERIFIED.  IT IS WNW OF
 SW1164'THE STATION.  A CHISELED TRIANGLE ROUND A CROSS IN BASALT OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1142 ***********************************************************************
 TR1142  DESIGNATION -  CLIFF 1907
 TR1142  PID         -  TR1142
 TR1142  STATE/COUNTY-  WA/SKAGIT
 TR1142  USGS QUAD   -  UTSALADY (1968)
 TR1142
 TR1142                         *CURRENT SURVEY CONTROL
 TR1142  ___________________________________________________________________
 TR1142* NAD 83(1991)-  48 21 47.03641(N)    122 28 10.89790(W)     ADJUSTED  
 TR1142* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1142  ___________________________________________________________________
 TR1142  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 TR1142  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 TR1142
 TR1142  HORZ ORDER  -  THIRD
 TR1142
 TR1142.The horizontal coordinates were established by classical geodetic methods
 TR1142.and adjusted by the National Geodetic Survey in December 1991..
 TR1142
 TR1142.The orthometric height was scaled from a topographic map.
 TR1142
 TR1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1142
 TR1142.The geoid height was determined by GEOID03.
 TR1142
 TR1142;                    North         East     Units Scale Factor Converg.
 TR1142;SPC WA N     -   152,839.441   378,760.318   MT  0.99995139   -1 13 05.9
 TR1142;SPC WA N     -   501,440.73  1,242,649.48   sFT  0.99995139   -1 13 05.9
 TR1142;UTM  10      - 5,356,790.605   539,280.030   MT  0.99961896   +0 23 46.8
 TR1142
 TR1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1142!SPC WA N     -   1.00000316  x   0.99995139  =   0.99995455
 TR1142!UTM  10      -   1.00000316  x   0.99961896  =   0.99962211
 TR1142
 TR1142:                Primary Azimuth Mark                     Grid Az
 TR1142:SPC WA N     -  DELTA ROCK 2 1907                        187 25 21.2
 TR1142:UTM  10      -  DELTA ROCK 2 1907                        185 48 28.5
 TR1142
 TR1142|---------------------------------------------------------------------|
 TR1142| PID    Reference Object                     Distance      Geod. Az  |
 TR1142|                                                           dddmmss.s |
 TR1142| TR1131 DELTA ROCK 2 1907                   APPROX. 1.2 KM 1861215.3 |
 TR1142|---------------------------------------------------------------------|
 TR1142
 TR1142                          SUPERSEDED SURVEY CONTROL
 TR1142
 TR1142  NAD 83(1986)-  48 21 47.04014(N)    122 28 10.90241(W) AD(       ) 3
 TR1142  NAD 27      -  48 21 47.66700(N)    122 28 06.31800(W) AD(       ) 3
 TR1142
 TR1142.Superseded values are not recommended for survey control.
 TR1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1142.See file dsdata.txt to determine how the superseded data were derived.
 TR1142
 TR1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3928056791(NAD 83)
 TR1142
 TR1142  HISTORY     - Date     Condition        Report By
 TR1142  HISTORY     - 1907     MONUMENTED       CGS
 TR1142  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1142  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1142
 TR1142                          STATION DESCRIPTION
 TR1142
 TR1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (RBD)
 TR1142'SITUATED ON A WEDGE-SHAPED LEDGE ABOUT 30 FT. HIGH, ON THE N SIDE
 TR1142'OF THE N FORK OF SKAGIT RIVER, ABOUT 100 TO 150 M. W OF THE
 TR1142'WHARF.  CRACKS EXTEND AROUND THE EDGE OF THE LEDGE GIVING IT
 TR1142'THE APPEARANCE OF A LARGE BOULDER.  SIGNAL IS MARKED BY 7/8-IN.
 TR1142'HOLE DRILLED 2 IN. INTO THE ROCK.
 TR1142'
 TR1142'THE MAGNETIC AZIMUTH OF THE HOLE FROM THE BLAZE ON A TREE IS
 TR1142'37 DEG, DISTANCE 73.1 FT.
 TR1142'
 TR1142'DELTA ROCK - TOP 78 DEG 28 MIN
 TR1142'
 TR1142'TOP - BALD 2 37 DEG 19 MIN
 TR1142
 TR1142                          STATION RECOVERY (1939)
 TR1142
 TR1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1142'STATION LOST, MARK SEARCHED FOR BY TOPOGRAPHER.
 TR1142
 TR1142                          STATION RECOVERY (1960)
 TR1142
 TR1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1142'STATION WAS NOT RECOVERED.  THE TOP OF THE LEDGE WAS THOROUGHLY
 TR1142'SEARCHED BUT NO TRACE OF A DRILL HOLE WAS FOUND.  THE BEDROCK IN
 TR1142'WHICH THE STATION WAS PLACED HAS DECOMPOSED ON THE SURFACE AND IT
 TR1142'IS PROBABLE THAT THE STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1226 ***********************************************************************
 SV1226  DESIGNATION -  CLIFF PARK
 SV1226  PID         -  SV1226
 SV1226  STATE/COUNTY-  WA/SPOKANE
 SV1226  USGS QUAD   -  SPOKANE NW (1986)
 SV1226
 SV1226                         *CURRENT SURVEY CONTROL
 SV1226  ___________________________________________________________________
 SV1226* NAD 83(1991)-  47 38 40.43353(N)    117 25 07.19940(W)     ADJUSTED  
 SV1226* NAVD 88     -       681.     (meters)    2234.     (feet)  SCALED    
 SV1226  ___________________________________________________________________
 SV1226  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 SV1226  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 SV1226
 SV1226  HORZ ORDER  -  FIRST
 SV1226
 SV1226.The horizontal coordinates were established by classical geodetic methods
 SV1226.and adjusted by the National Geodetic Survey in December 1991..
 SV1226
 SV1226.The orthometric height was scaled from a topographic map.
 SV1226
 SV1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1226
 SV1226.The geoid height was determined by GEOID03.
 SV1226
 SV1226;                    North         East     Units Scale Factor Converg.
 SV1226;SPC WA N     -    77,354.973   756,475.831   MT  0.99997617   +2 32 32.2
 SV1226;SPC WA N     -   253,788.77  2,481,871.12   sFT  0.99997617   +2 32 32.2
 SV1226;UTM  11      - 5,276,881.212   468,555.472   MT  0.99961215   -0 18 33.8
 SV1226
 SV1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1226!SPC WA N     -   0.99989611  x   0.99997617  =   0.99987228
 SV1226!UTM  11      -   0.99989611  x   0.99961215  =   0.99950830
 SV1226
 SV1226|---------------------------------------------------------------------|
 SV1226| PID    Reference Object                     Distance      Geod. Az  |
 SV1226|                                                           dddmmss.s |
 SV1226| CF1235 CLIFF PARK RM 2                       4.030 METERS 00428     |
 SV1226| CF1225 CHURCH OF GONZAGA E SPIRE                          0221629.6 |
 SV1226| CF1226 CHURCH OF GONZAGA W SPIRE                          0223841.0 |
 SV1226| SV1224 SPOKANE CITY REFUSE DIV STACK       APPROX. 2.3 KM 0290800.3 |
 SV1226| SV1204 SPOKANE MT ST MICHAELS SCH STK      APPROX.11.3 KM 0312155.8 |
 SV1226| SV1201 AIRWAY BEACON NW OF FELTS APT       APPROX. 8.4 KM 0484042.4 |
 SV1226| CF3359 STACK ARMOURS BLDG                                 0613307.2 |
 SV1226| SV1202 SPOKANE DIAMOND MATCH CO TANK       APPROX. 7.1 KM 0735021.5 |
 SV1226| SV1215 SPOKANE TV STA KREM MAST            APPROX.10.6 KM 1213731.0 |
 SV1226| SV1214 SPOKANE TV STATION KHQ MAST         APPROX.11.5 KM 1272922.0 |
 SV1226| CF1236 CLIFF PARK RM 3                      17.262 METERS 13052     |
 SV1226| SV1213 SPOKANE RAD STATION KHQ MAST        APPROX. 4.8 KM 1312513.2 |
 SV1226| CF1237 CLIFF PARK RM 4                      11.379 METERS 15838     |
 SV1226| CF2197 INLAND PAPER MILL                                  2374217.9 |
 SV1226| CF1234 CLIFF PARK RM 1                      18.044 METERS 23744     |
 SV1226| SV1222 SPOKANE CENTRAL HEAT PLT W STK      APPROX. 1.3 KM 3402048.3 |
 SV1226| SV1219 SPOKANE CENTRAL HEAT PLT E STK      APPROX. 1.3 KM 3410254.9 |
 SV1226| SV1220 SPOKANE COUNTY COURTHOUSE FLAG      APPROX. 2.4 KM 3410233.7 |
 SV1226| SV1230 SPOKANE OLD NATL BANK BLDG STK      APPROX. 1.5 KM 3590045.5 |
 SV1226|---------------------------------------------------------------------|
 SV1226
 SV1226                          SUPERSEDED SURVEY CONTROL
 SV1226
 SV1226  NAD 83(1986)-  47 38 40.44172(N)    117 25 07.18958(W) AD(       ) 1
 SV1226  NAD 27      -  47 38 40.83400(N)    117 25 03.43200(W) AD(       ) 1
 SV1226
 SV1226.Superseded values are not recommended for survey control.
 SV1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1226.See file dsdata.txt to determine how the superseded data were derived.
 SV1226
 SV1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN6855576881(NAD 83)
 SV1226_MARKER: DS = TRIANGULATION STATION DISK
 SV1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1226
 SV1226  HISTORY     - Date     Condition        Report By
 SV1226  HISTORY     - 1933     MONUMENTED       CGS
 SV1226  HISTORY     - 1942     GOOD             CGS
 SV1226  HISTORY     - 1957     GOOD             CGS
 SV1226  HISTORY     - 1962     GOOD             CGS
 SV1226  HISTORY     - 1963     GOOD             WAHC
 SV1226  HISTORY     - 1965     GOOD             CGS
 SV1226  HISTORY     - 1967     GOOD             WAA
 SV1226  HISTORY     - 1983     GOOD             USPSQD
 SV1226  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 SV1226
 SV1226                          STATION DESCRIPTION
 SV1226
 SV1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 SV1226'AT NORTH SIDE OF CLIFF PARK, IN THE CITY OF SPOKANE, 1.83 METERS
 SV1226'NORTH OF SOUTH WALL, A STANDARD BRONZE DISK SET IN CONCRETE AS
 SV1226'DESCRIBED IN NOTE 1A.
 SV1226'
 SV1226'TO REACH GO SOUTH ON STEVENS STREET TO TOP OF HILL.
 SV1226'
 SV1226'REFERENCE MARK NO. 1 (FINISHED ROCK) IS IN THE TOP FLAG OF STAIRS
 SV1226'LEADING TO PARK AND IS 59.20 FEET SOUTHWEST OF STATION.
 SV1226'
 SV1226'REFERENCE MARK NO.2 IS JUST OUTSIDE OF NORTH WALL AND IS 13.22
 SV1226'FEET NORTH OF STATION, A STANDARD BRONZE DISK SET IN A BOULDER.
 SV1226'
 SV1226'AZIMUTH MARK IS THE BOTTOM OF THE FLAGPOLE ON THE COURTHOUSE.
 SV1226
 SV1226                          STATION RECOVERY (1942)
 SV1226
 SV1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LVE)
 SV1226'STATION IS IN THE GRASSY PLOT ON THE TOP OF THE HILL KNOWN AS
 SV1226'CLIFF PARK, IN THE CITY OF SPOKANE.  STATION IS 7 FEET SOUTH OF
 SV1226'THE NORTH WALL ENCLOSING THE TOP OF THE HILL, 124 FEET EAST OF THE
 SV1226'WEST EXTREMITY OF THE WALL, 97 FEET WEST OF THE EAST EXTREMITY OF
 SV1226'THE WALL.
 SV1226'
 SV1226'STATION MARK AND REFERENCE MARK FOUND IN GOOD CONDITION, AS
 SV1226'DESCRIBED IN ORIGINAL DESCRIPTION.  REFERENCE NO. 2 COULD NOT BE
 SV1226'FOUND.  A DRILL HOLE AND CEMENT WERE FOUND ON A BOULDER AT THE
 SV1226'DISTANCE AND DIRECTION INDICATED FOR THE LOCATION OF THE MARK,
 SV1226'INDICATING THAT THE DISK HAD BEEN DISLODGED FROM THE BOULDER IN
 SV1226'WHICH IT WAS PLACED, SUBSEQUENTLY LOST.
 SV1226
 SV1226                          STATION RECOVERY (1957)
 SV1226
 SV1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SV1226'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 SV1226'CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR AND WAS NOT
 SV1226'FOUND.  IT IS BELIEVED TO HAVE BEEN DESTROYED.  A NEW REFERENCE
 SV1226'MARK WAS SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 SV1226'CHECKED THE 1933 DATA WITHIN PROVISIONAL LIMITS.  A COMPLETE
 SV1226'DESCRIPTION FOLLOWS--
 SV1226'
 SV1226'THE STATION IS IN THE S CENTRAL SECTION OF THE CITY OF SPOKANE,
 SV1226'AT THE N SIDE AND HIGHEST PART OF CLIFF PARK, AND NEAR THE
 SV1226'INTERSECTION OF STEVENS STREET AND 13TH AVENUE.
 SV1226'
 SV1226'THE STATION MARK, A STANDARD DISK, STAMPED CLIFF PARK 1933, IS
 SV1226'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 SV1226'GROUND.  THE MARK IS 6 FT. SW OF A ROCK WALL.
 SV1226'
 SV1226'REFERENCE MARK 1, A STANDARD DISK, STAMPED CLIFF PARK NO 1 1933,
 SV1226'IS SET IN A DRILL HOLE IN THE FIRST CONCRETE STEP BELOW THE TOP
 SV1226'LANDING OF THE STAIRS LEADING TO THE PARK.  THE MARK IS ABOUT 6
 SV1226'FT. LOWER THAN THE STATION AND 1-1/2 FT. E OF THE W EDGE OF THE
 SV1226'STEPS AND THE ROCK WALL.
 SV1226'
 SV1226'REFERENCE MARK 3, A STANDARD DISK, STAMPED CLIFF PARK NO 3 1956,
 SV1226'IS SET PERPENDICULAR IN A DRILL HOLE IN A BOULDER.  THE BOULDER IS
 SV1226'PART OF THE ROCK WALL AND IS FACING THE STATION.  THE MARK PROJECTS
 SV1226'1 FT. ABOVE THE GROUND.
 SV1226'
 SV1226'THE OBSERVATIONS WERE TAKEN FROM A 4-FT. TRIPOD.
 SV1226
 SV1226                          STATION RECOVERY (1962)
 SV1226
 SV1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 SV1226'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 SV1226'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SV1226
 SV1226                          STATION RECOVERY (1963)
 SV1226
 SV1226'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1963
 SV1226'STATION WAS RECOVERED IN GOOD CONDITION.
 SV1226
 SV1226                          STATION RECOVERY (1965)
 SV1226
 SV1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1226'THE STATION WAS RECOVERED AS DESCRIBED IN 1957 BY R.C.M.  THE 1957
 SV1226'RECOVERY NOTE, WHEN REFERENCE MARK NO. 3 WAS ESTABLISHED WAS NOT
 SV1226'NOTICED UNTIL AFTER REFERENCE MARK NO. 4 WAS SET.
 SV1226'
 SV1226'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED CLIFF PARK NO. 4
 SV1226'1933, SET IN THE TOP OF THE ROCK WALL, 3 FEET ABOVE THE GROUND,
 SV1226'ALONG THE SOUTH SIDE OF THE SUMMIT, 57.4 FEET EAST OF THE
 SV1226'NORTHEAST CORNER OF THE CONCRETE LANDING AT THE TOP OF THE STEPS,
 SV1226'AND 10.2 FEET WEST OF A 5-INCH TALL IRON BRACKET CEMENTED IN THE
 SV1226'TOP OF THE ROCK WALL.
 SV1226'
 SV1226'TO REACH FROM 2ND AVE. AND DIVISION ST. IN SPOKANE, GO WEST ON
 SV1226'2ND AVENUE FOR 0.75 MILE TO MONROE, TURN LEFT AND GO SOUTH 0.85
 SV1226'MILE TO 13TH AVE. W. TURN LEFT AND FOLLOW 13TH AVE. W. 0.25 MILE
 SV1226'TO STEVENS, TURN LEFT AND GO NORTH ON STEVENS FOR 0.05 MILE, TURN
 SV1226'RIGHT ON THE GRAVEL ROAD INTO CLIFF PARK, GO 0.05 MILE EAST TO A
 SV1226'WIDE TRAIL GOING NORTHWEST ALONG THE CLIFF, WALK NORTHWEST 35
 SV1226'YARDS TO A FLIGHT OF 26 STEPS AND REFERENCE MARK NO. 1 IN THE
 SV1226'TOP STEP.
 SV1226
 SV1226                          STATION RECOVERY (1967)
 SV1226
 SV1226'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1967
 SV1226'CLIFF PARK 1933 GOOD
 SV1226
 SV1226                          STATION RECOVERY (1983)
 SV1226
 SV1226'RECOVERY NOTE BY US POWER SQUADRON 1983 (KN)
 SV1226'CLIFF PARK 1933 RECOVERED AVERAGE.
 SV1226'
 SV1226'RECOVERED STATION MARK AND REFERENCE MARKS 1, 3, 4.  LOCATED MARKS
 SV1226'USING 1957 NOTES FOR 1 AND 3 AND 1967 NOTE FOR 4 VERY EASILY.
 SV1226'DIRECTIONS ARE STILL CLEAR WITH RMS IN GOOD SHAPE.
 SV1226'
 SV1226'MARK NO. 1 - SLIGHTLY DENTED IN MIDDLE.
 SV1226'MARK NO. 3 - READABLE BUT SMEARED WITH PUTTY OR GUM SLIGHTLY.
 SV1226'MARK NO. 2 - NOT LOCATED AS DECLARED IN 1957 NOTE.
 SV1226
 SV1226                          STATION RECOVERY (2004)
 SV1226
 SV1226'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEL)
 SV1226'FOUND STATION MARK AND RM 1 LOCATIONS AS DESCRIBED BUT BOTH MARKS HAVE
 SV1226'BEEN REMOVED FROM CONCRETE BASE. STATION MARK DRILL HOLE AND DISC
 SV1226'OUTLINE STILL PRESENT.  RM 1 BRONZE BASE PIN STILL PRESENT.  RM 2 NOT
 SV1226'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2240 ***********************************************************************
 SC2240  DESIGNATION -  CLIFF POINT
 SC2240  PID         -  SC2240
 SC2240  STATE/COUNTY-  WA/PACIFIC
 SC2240  USGS QUAD   -  KNAPPTON (1984)
 SC2240
 SC2240                         *CURRENT SURVEY CONTROL
 SC2240  ___________________________________________________________________
 SC2240* NAD 83(1991)-  46 15 45.23485(N)    123 50 22.53569(W)     ADJUSTED  
 SC2240* NAVD 88     -                                                        
 SC2240  ___________________________________________________________________
 SC2240  LAPLACE CORR-          11.49  (seconds)                    DEFLEC99
 SC2240  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 SC2240
 SC2240  HORZ ORDER  -  THIRD
 SC2240
 SC2240.The horizontal coordinates were established by classical geodetic methods
 SC2240.and adjusted by the National Geodetic Survey in December 1991..
 SC2240
 SC2240
 SC2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2240
 SC2240.The geoid height was determined by GEOID03.
 SC2240
 SC2240;                    North         East     Units Scale Factor Converg.
 SC2240;SPC WA S     -   108,732.996   242,625.313   MT  0.99993036   -2 25 33.1
 SC2240;SPC WA S     -   356,734.84    796,013.21   sFT  0.99993036   -2 25 33.1
 SC2240;SPC OR N     -   293,802.014 2,242,583.860   MT  1.00007741   -2 22 06.2
 SC2240;SPC OR N     -   963,917.37  7,357,558.60   iFT  1.00007741   -2 22 06.2
 SC2240;UTM  10      - 5,123,563.499   435,296.647   MT  0.99965146   -0 36 23.9
 SC2240
 SC2240                          SUPERSEDED SURVEY CONTROL
 SC2240
 SC2240  NAD 83(1991)-  46 15 45.23484(N)    123 50 22.53569(W) AD(       ) 4
 SC2240  NAD 83(1986)-  46 15 45.24381(N)    123 50 22.51988(W) AD(       ) 4
 SC2240  NAD 27      -  46 15 45.86593(N)    123 50 17.99605(W) AD(       ) 3
 SC2240
 SC2240.Superseded values are not recommended for survey control.
 SC2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2240.See file dsdata.txt to determine how the superseded data were derived.
 SC2240
 SC2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3529723563(NAD 83)
 SC2240
 SC2240  HISTORY     - Date     Condition        Report By
 SC2240  HISTORY     - 1851     MONUMENTED       SURCOA
 SC2240  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2240
 SC2240                          STATION DESCRIPTION
 SC2240
 SC2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2240'THIS STATION WAS REPORTED AS LOST IN 1913.  THE STATION SITE IS
 SC2240'BEING USED AS A QUARRY TO SUPPLY ROCK FOR NEW HIGHWAY
 SC2240'CONSTRUCTION IS THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0833 ***********************************************************************
 TO0833  DESIGNATION -  CLIFF RIDGE LOH
 TO0833  PID         -  TO0833
 TO0833  STATE/COUNTY-  WA/STEVENS
 TO0833  USGS QUAD   -  CLIFF RIDGE (1992)
 TO0833
 TO0833                         *CURRENT SURVEY CONTROL
 TO0833  ___________________________________________________________________
 TO0833* NAD 83(1991)-  48 25 11.74275(N)    117 41 15.78071(W)     ADJUSTED  
 TO0833* NAVD 88     -      1184.6    (meters)    3886.     (feet)  VERTCON   
 TO0833  ___________________________________________________________________
 TO0833  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 TO0833  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TO0833
 TO0833  HORZ ORDER  -  THIRD
 TO0833
 TO0833.The horizontal coordinates were established by classical geodetic methods
 TO0833.and adjusted by the National Geodetic Survey in December 1991..
 TO0833
 TO0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0833
 TO0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0833
 TO0833.The geoid height was determined by GEOID03.
 TO0833
 TO0833;                    North         East     Units Scale Factor Converg.
 TO0833;SPC WA N     -   162,630.790   732,756.344   MT  0.99995613   +2 20 31.1
 TO0833;SPC WA N     -   533,564.52  2,404,051.44   sFT  0.99995613   +2 20 31.1
 TO0833;UTM  11      - 5,363,203.682   449,117.265   MT  0.99963181   -0 30 52.0
 TO0833
 TO0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0833!SPC WA N     -   0.99981709  x   0.99995613  =   0.99977323
 TO0833!UTM  11      -   0.99981709  x   0.99963181  =   0.99944897
 TO0833
 TO0833                          SUPERSEDED SURVEY CONTROL
 TO0833
 TO0833  NAD 83(1986)-  48 25 11.74914(N)    117 41 15.77485(W) AD(       ) 4
 TO0833  NAD 27      -  48 25 12.09865(N)    117 41 11.90434(W) AD(       ) 3
 TO0833  NGVD 29 (07/19/86) 1183.4    (m)         3883.     (f) VERT ANG       
 TO0833
 TO0833.Superseded values are not recommended for survey control.
 TO0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0833.See file dsdata.txt to determine how the superseded data were derived.
 TO0833
 TO0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP4911763204(NAD 83)
 TO0833_MARKER: 73 = LOOKOUT HOUSE
 TO0833
 TO0833  HISTORY     - Date     Condition        Report By
 TO0833  HISTORY     - 1943     FIRST OBSERVED   USGS
 TO0833
 TO0833                          STATION DESCRIPTION
 TO0833
 TO0833'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 TO0833'LOCATED ABOUT 10 MI N. OF CHEWELAH.  ON CLIFF RIDGE.
 TO0833'
 TO0833'STATION MARK--PEAK OF ROOF OF LOH ON TOWER.
 TO0833'
 TO0833'STATION INTERSECTED ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2222 ***********************************************************************
 TR2222  DESIGNATION -  CLIFF USLAND LIGHT
 TR2222  PID         -  TR2222
 TR2222  STATE/COUNTY-  WA/SAN JUAN
 TR2222  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2222
 TR2222                         *CURRENT SURVEY CONTROL
 TR2222  ___________________________________________________________________
 TR2222* NAD 83(1991)-  48 35 21.41322(N)    123 00 48.76858(W)     ADJUSTED  
 TR2222* NAVD 88     -                                                        
 TR2222  ___________________________________________________________________
 TR2222  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 TR2222  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 TR2222
 TR2222  HORZ ORDER  -  THIRD
 TR2222
 TR2222.The horizontal coordinates were established by classical geodetic methods
 TR2222.and adjusted by the National Geodetic Survey in December 1991..
 TR2222
 TR2222
 TR2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2222
 TR2222.The geoid height was determined by GEOID03.
 TR2222
 TR2222;                    North         East     Units Scale Factor Converg.
 TR2222;SPC WA N     -   178,982.655   339,187.645   MT  0.99997610   -1 37 23.6
 TR2222;SPC WA N     -   587,212.26  1,112,818.13   sFT  0.99997610   -1 37 23.6
 TR2222;UTM  10      - 5,381,799.872   499,001.029   MT  0.99960001   -0 00 36.6
 TR2222
 TR2222                          SUPERSEDED SURVEY CONTROL
 TR2222
 TR2222  NAD 83(1986)-  48 35 21.41443(N)    123 00 48.77005(W) AD(       ) 4
 TR2222  NAD 27      -  48 35 22.05400(N)    123 00 44.11500(W) AD(       ) 3
 TR2222
 TR2222.Superseded values are not recommended for survey control.
 TR2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2222.See file dsdata.txt to determine how the superseded data were derived.
 TR2222
 TR2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9900181800(NAD 83)
 TR2222
 TR2222  HISTORY     - Date     Condition        Report By
 TR2222  HISTORY     - 1950     MONUMENTED       CGS
 TR2222  HISTORY     - 20011210 GOOD             NGS
 TR2222
 TR2222                          STATION DESCRIPTION
 TR2222
 TR2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2222'ABOUT 3-1/2 MILES NORTH OF FRIDAY HARBOR, AT THE WEST END OF WASP
 TR2222'PASSAGE, ABOUT 250 METERS NORTH OF NECK POINT ON SHAW ISLAND,
 TR2222'ON THE SOUTH SIDE OF CLIFF ISLAND, ABOUT 10 METERS NORTHWEST OF
 TR2222'AN OLD LIGHT FOUNDATION, A RED PAINTED LIGHT ON TOP OF A WHITE
 TR2222'BATTERY BOX ON A CONCRETE FOUNDATION.
 TR2222'
 TR2222'DESCRIBED IN THE LIGHT LIST PACIFIC COAST AS FOLLOWS--NO. 1767,
 TR2222'CLIFF ISLAND LIGHT, WHITE HOUSE ON CONCRETE PIER, ESTABLISHED 1936
 TR2222'REBUILT 1937.
 TR2222
 TR2222                          STATION RECOVERY (2001)
 TR2222
 TR2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2222'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2619 ***********************************************************************
 RC2619  DESIGNATION -  CLIFFS=MARYHILL
 RC2619  PID         -  RC2619
 RC2619  STATE/COUNTY-  WA/KLICKITAT
 RC2619  USGS QUAD   -  RUFUS (1971)
 RC2619
 RC2619                         *CURRENT SURVEY CONTROL
 RC2619  ___________________________________________________________________
 RC2619* NAD 83(1998)-  45 44 25.07618(N)    120 43 49.79324(W)     ADJUSTED  
 RC2619* NAVD 88     -       955.2    (meters)    3134.     (feet)  VERTCON   
 RC2619  ___________________________________________________________________
 RC2619  X           -  -2,278,904.240 (meters)                     COMP
 RC2619  Y           -  -3,833,462.493 (meters)                     COMP
 RC2619  Z           -   4,545,817.808 (meters)                     COMP
 RC2619  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 RC2619  ELLIP HEIGHT-         933.96  (meters)          (06/26/02) GPS OBS
 RC2619  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 RC2619
 RC2619  HORZ ORDER  -  FIRST
 RC2619  ELLP ORDER  -  FOURTH    CLASS I
 RC2619
 RC2619.The horizontal coordinates were established by classical geodetic methods
 RC2619.and adjusted by the National Geodetic Survey in June 2002..
 RC2619.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2619.DATUM ITEM on the data sheet items page.
 RC2619
 RC2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2619
 RC2619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2619
 RC2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2619
 RC2619.The ellipsoidal height was determined by GPS observations
 RC2619.and is referenced to NAD 83.
 RC2619
 RC2619.The geoid height was determined by GEOID03.
 RC2619
 RC2619;                    North         East     Units Scale Factor Converg.
 RC2619;SPC WA S     -    45,261.020   482,061.129   MT  1.00002239   -0 10 02.8
 RC2619;SPC WA S     -   148,493.86  1,581,562.22   sFT  1.00002239   -0 10 02.8
 RC2619;SPC OR N     -   230,455.708 2,482,062.528   MT  0.99994434   -0 09 48.5
 RC2619;SPC OR N     -   756,088.28  8,143,249.76   iFT  0.99994434   -0 09 48.5
 RC2619;UTM  10      - 5,067,698.467   676,551.991   MT  0.99998323   +1 37 32.9
 RC2619
 RC2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2619!SPC WA S     -   0.99985360  x   1.00002239  =   0.99987599
 RC2619!SPC OR N     -   0.99985360  x   0.99994434  =   0.99979795
 RC2619!UTM  10      -   0.99985360  x   0.99998323  =   0.99983683
 RC2619
 RC2619|---------------------------------------------------------------------|
 RC2619| PID    Reference Object                     Distance      Geod. Az  |
 RC2619|                                                           dddmmss.s |
 RC2619| CF6188 MARYHILL RM 2                        18.352 METERS 12143     |
 RC2619| RC2620 PORTLAND PENDLETON AWY BCN          APPROX. 6.3 KM 1462113.5 |
 RC2619| CF6074 MARYHILL LARGE JUNIPER TREE           0.040 METERS 20549     |
 RC2619| RC2242 MT HOOD                             APPROX.85.7 KM 2415554.4 |
 RC2619| CF6186 MARYHILL AZ MK                                     2735738.0 |
 RC2619| CF6187 MARYHILL RM 1                        12.167 METERS 35919     |
 RC2619|---------------------------------------------------------------------|
 RC2619
 RC2619                          SUPERSEDED SURVEY CONTROL
 RC2619
 RC2619  NAD 83(1991)-  45 44 25.07339(N)    120 43 49.79242(W) AD(       ) 1
 RC2619  ELLIP H (12/09/91)  934.09   (m)                       GP(       ) 4 1
 RC2619  NAD 83(1991)-  45 44 25.07335(N)    120 43 49.79225(W) AD(       ) 1
 RC2619  ELLIP H (10/15/91)  934.09   (m)                       GP(       ) 4 1
 RC2619  NAD 83(1986)-  45 44 25.08438(N)    120 43 49.78676(W) AD(       ) 1
 RC2619  NAD 27      -  45 44 25.63700(N)    120 43 45.56800(W) AD(       ) 1
 RC2619  NGVD 29 (08/07/90)  954.2    (m)         3131.     (f) GPS OBS        
 RC2619
 RC2619.Superseded values are not recommended for survey control.
 RC2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2619.See file dsdata.txt to determine how the superseded data were derived.
 RC2619
 RC2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR7655267698(NAD 83)
 RC2619_MARKER: DD = SURVEY DISK
 RC2619_SETTING: 66 = SET IN ROCK OUTCROP
 RC2619_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RC2619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC2619+STABILITY: POSITION/ELEVATION WELL
 RC2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2619+SATELLITE: SATELLITE OBSERVATIONS - 1987
 RC2619
 RC2619  HISTORY     - Date     Condition        Report By
 RC2619  HISTORY     - 1916     MONUMENTED       USGS
 RC2619  HISTORY     - 1939     GOOD             CGS
 RC2619  HISTORY     - 1941     GOOD             CGS
 RC2619  HISTORY     - 1941     GOOD             CGS
 RC2619  HISTORY     - 1942     GOOD             CGS
 RC2619  HISTORY     - 1959     GOOD             CGS
 RC2619  HISTORY     - 1963     GOOD             CGS
 RC2619  HISTORY     - 1987     GOOD             USFS
 RC2619
 RC2619                          STATION DESCRIPTION
 RC2619
 RC2619'DESCRIBED BY US GEOLOGICAL SURVEY 1916 (CVH)
 RC2619'ABOUT 8 MILES SE OF GOLDENDALE, 5 MILES NE OF MARYHILL, AND 5 MILES
 RC2619'E OF THE MARYHILL-GOLDENDALE ROAD, ON THE HIGHEST POINT OF THE
 RC2619'HILLS OVERLOOKING THE COLUMBIA RIVER.  THE STATION IS IDENTICAL
 RC2619'WITH THE U.S. GEOLOGICAL SURVEY STATION OF THE SAME NAME AND IS
 RC2619'MARKED BY A U.S.G.S. MARKER IN A BOULDER.
 RC2619'THE REFERENCE MARK, A BRONZE DISK SET IN ROCK, IS
 RC2619'12.180 METERS (39.96 FEET) FROM THE STATION N 00 DEG 41 MIN W.
 RC2619'
 RC2619'NOTE--THIS STATION WAS KNOWN BY THE U.S.G.S. AS CLIFFS BUT IN
 RC2619'1916 C.V. HODGSON OCCUPIED IT FOR THE U.S.C. AND G.S. AS MARYHILL.
 RC2619
 RC2619                          STATION RECOVERY (1939)
 RC2619
 RC2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2619'STATION IS 8 MILES SE OF GOLDENDALE, 5 MILES E OF THE
 RC2619'MARYHILL-GOLDENDALE ROAD, ON THE HIGHEST POINT OF THE HILLS
 RC2619'OVERLOOKING THE COLUMBIA RIVER.
 RC2619'
 RC2619'STATION IS MARKED BY A U.S.G.S. DISK CEMENTED IN DRILL HOLE IN
 RC2619'SOLID ROCK OUTCROP.  (OLD DESCRIPTION STATES MARK IN DEPRESSION
 RC2619'IN BOULDER, BUT APPEARS AS NOTED IN NEW DESCRIPTION.)
 RC2619'
 RC2619'REFERENCE MARK NO.1, THE OLD C. AND G.S. REFERENCE DISK, IS
 RC2619'CEMENTED IN DEPRESSION IN SMALL OUTCROP OF SOLID ROCK.
 RC2619'
 RC2619'REFERENCE MARK NO.2, ESTABLISHED IN 1939, IS A STANDARD C. AND
 RC2619'G.S. DISK CEMENTED IN A DRILL HOLE IN SMALL SOLID ROCK OUTCROP.
 RC2619'
 RC2619'TO REACH THE STATION FROM INTERSECTION OF CENTERVILLE ROAD AND
 RC2619'U.S. HIGHWAY 97 GO E ON UNGRADED ROAD 0.5 MILE TO A BOARD GATE
 RC2619'WHICH IS THE RIGHT-HAND ONE OF TWO GATES.  PASS THROUGH AND BEAR
 RC2619'UP THE HILL ON RANCH ROAD 0.6 MILE TO A WIRE GATE.  CONTINUE 2.1
 RC2619'MILES TO A THIRD GATE NEAR A SMALL BARN OFF TO LEFT.  PASS
 RC2619'THROUGH AND TURN RIGHT ALONG WIRE FENCE ABOUT 0.2 MILE TO TOP OF
 RC2619'RIDGE, TURN LEFT AND GO 0.8 MILE ALONG CREST OF RIDGE TO A
 RC2619'WIRE FENCE.  PASS THROUGH FENCE AND CONTINUE ALONG
 RC2619'RIDGE 1.9 MILES TO TOP OF HILL AND STATION.  CROSS COUNTRY
 RC2619'DRIVING AFTER LEAVING GATE AT BARN.
 RC2619'
 RC2619'REFERENCE MARK NO.1, STAMPED MARYHILL NO.1 1939, IS A STANDARD
 RC2619'U.S.C. AND G.S. BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 RC2619'ROCK THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT 1.0 FOOT LOWER
 RC2619'THAN THE STATION.
 RC2619'
 RC2619'REFERENCE MARK NO.2, STAMPED MARYHILL NO.2 1939, IS A STANDARD
 RC2619'U.S.C. AND G.S. BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 RC2619'ROCK.  IT IS ABOUT 1.0 FOOT LOWER THAN THE STATION AND IS SET
 RC2619'FLUSH WITH THE GROUND.
 RC2619'
 RC2619'STATION DOOLEY WAS USED AS AZIMUTH MARK.
 RC2619'
 RC2619'STATION IS REACHED AS FOLLOWS--FROM GOLDENDALE GO S ON
 RC2619'U.S. HIGHWAY 97 FOR 3.0 MILES TO THE JUNCTION OF WASHINGTON STATE
 RC2619'ROAD 8E.  TURN LEFT (E) AND GO ON 8E FOR 4.3 MILES TO A CROSS
 RC2619'ROAD.  TURN RIGHT (S) AND GO 1.5 MILES TO THE LEFEVER RANCH
 RC2619'HOUSE.  PASS THROUGH BARNYARD AND TAKE WINDING ROAD IN A
 RC2619'SOUTHERLY DIRECTION 2.5 MILES TO TOP OF SUMMIT AND STATION.
 RC2619'
 RC2619'DISTANCES AND DIRECTIONS WERE CHECKED AND ARE CORRECT.
 RC2619
 RC2619                          STATION RECOVERY (1941)
 RC2619
 RC2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS)
 RC2619'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 RC2619'
 RC2619'AZIMUTH MARK, ESTABLISHED 1941, IS A STANDARD DISK SET IN ROCK
 RC2619'OUTCROP.  IT IS STAMPED MARYHILL 1941.  LOCATED 0.8 MILE W OF THE
 RC2619'STATION, 0.8 MILE E OF THE LAST FENCE MENTIONED IN THE DESCRIPTION,
 RC2619'AND ABOUT 450 FEET S OF THE ROUTE TO THE STATION.  MARKED BY A
 RC2619'3-FOOT CAIRN.
 RC2619
 RC2619                          STATION RECOVERY (1941)
 RC2619
 RC2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS)
 RC2619'STATION RECOVERED.  REVISED DESCRIPTION FOLLOWS--LOCATED ABOUT 8
 RC2619'MILES SE OF GOLDENDALE, 5 MILES NE OF MARYHILL, AND 5 MILES E
 RC2619'OF THE GOLDENDALE-MARYHILL HIGHWAY, ON THE HIGHEST POINT OF THE
 RC2619'HILLS OVERLOOKING THE COLUMBIA RIVER.
 RC2619'
 RC2619'STATION MARK IS A STANDARD U.S.G.S. BRONZE TABLET, NO STAMPING
 RC2619'ON THE MARK, SET IN ROCK OUTCROP.  MARK IS IN GOOD CONDITION.
 RC2619'
 RC2619'REFERENCE MARK, ESTABLISHED IN 1916, WAS STAMPED NO.1, 1939,
 RC2619'AND IS IN GOOD CONDITION.  IS SET IN ROCK OUTCROP.
 RC2619'
 RC2619'REFERENCE MARK NO.2, ESTABLISHED 1939, IS A STANDARD U.S.C. AND
 RC2619'G.S. DISK SET IN ROCK OUTCROP.  WAS STAMPED THIS YEAR NO.2, 1939,
 RC2619'MARYHILL.  IS IN GOOD CONDITION.
 RC2619'
 RC2619'AZIMUTH MARK, ESTABLISHED 1941, IS A STANDARD U.S.C. AND G.S. MARK
 RC2619'SET IN ROCK OUTCROP, STAMPED MARYHILL 1941.  LOCATED 0.8 MILE W
 RC2619'OF THE STATION, 0.8 MILE E OF THE LAST FENCE MENTIONED IN THE TO
 RC2619'REACH STATION DESCRIPTION, AND ABOUT 450 FEET S OF THE ROUTE TO
 RC2619'THE STATION.  MARKED BY A THREE-FOOT CAIRN.
 RC2619'
 RC2619'STATION REACHED FROM GOLDENDALE BY GOING S ON HIGHWAY 97 FOR
 RC2619'4.3 MILES TO THE JUNCTION OF THE CENTERVILLE ROAD TO THE RIGHT AND
 RC2619'A DIRT TRACK LANE ON THE LEFT.  TURN LEFT, E, AND GO UP LANE 0.6
 RC2619'MILE.  PASS THROUGH THE RIGHT HAND GATE OF TWO GATES AND FOLLOW
 RC2619'THE TRACK ROAD UP THE STEEP HILL 0.6 MILE AND PASS THROUGH WIRE
 RC2619'GATE.  CONTINUE ON TRACK ROAD 1.6 MILES AND PASS THROUGH ANOTHER
 RC2619'GATE.  GO 0.2 MILE AND TAKE THE RIGHT FORK, PASSING TO THE
 RC2619'RIGHT OF AN OLD BARN.  CONTINUE ON TRACK ROAD GOING SE UP HILL
 RC2619'AND ALONG THE TOP OF THE RIDGE 1.1 MILES TO A FENCE.  PASS
 RC2619'OVER THE FENCE BY TAKING IT DOWN AND CONTINUE E ALONG THE TOP
 RC2619'OF THE RIDGE 0.8 MILE TO THE AZIMUTH MARK AS DESCRIBED ABOVE.
 RC2619'CONTINUE E ACROSS COUNTRY ALONG THE TOP OF THE RIDGE 0.8 MILE TO
 RC2619'THE HIGHEST POINT AND STATION.  A DRIVE STATION.
 RC2619
 RC2619                          STATION RECOVERY (1942)
 RC2619
 RC2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (ANS)
 RC2619'STATION AND ALL MARKS RECOVERED AS DESCRIBED.  IT IS LOCATED ABOUT
 RC2619'8.0 MILES SE OF GOLDENDALE, 5.0 MILES NE OF MARYHILL, 1.5 MILES
 RC2619'N OF THE COLUMBIA RIVER ON THE HIGHEST POINT OF A HILL THAT IS
 RC2619'THE HIGHEST IN THE VICINITY.
 RC2619'
 RC2619'STATION MARK (NOT STAMPED) IS A STANDARD U.S. GEOLOGICAL BRONZE
 RC2619'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK THAT IS FLUSH
 RC2619'WITH THE GROUND.  IT IS ON THE HIGHEST PART OF A HIGH GRASSYTOP
 RC2619'HILL.
 RC2619
 RC2619                          STATION RECOVERY (1959)
 RC2619
 RC2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2619'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 RC2619'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND DUE
 RC2619'TO THE INADEQUATE DESCRIPTION.
 RC2619'
 RC2619'THE STATION MARK IS AN UNSTAMPED U.S. GEOLOGICAL SURVEY DISK SET
 RC2619'IN A BOULDER THAT PROJECTS ABOUT THREE INCHES ABOVE THE GROUND.  THE
 RC2619'MARK IS ABOUT 70 FEET NORTHEAST OF A CONCRETE-BLOCK HOUSE THAT IS
 RC2619'USED FOR A TELEVISION RELAY STATION.
 RC2619'
 RC2619'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MARYHILL NO 1 1939 SET
 RC2619'IN A DRILL HOLE IN A BOULDER.  IT PROJECTS ABOUT SIX INCHES ABOVE
 RC2619'THE GROUND AND IS ABOUT LEVEL WITH THE STATION.
 RC2619'
 RC2619'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MARYHILL NO 2 1939
 RC2619'SET IN A DRILL HOLE IN A BOULDER.  IT PROJECTS ABOUT THREE INCHES
 RC2619'ABOVE THE GROUND AND IS ABOUT ONE FOOT LOWER THAN THE STATION.
 RC2619'
 RC2619'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 97 AND
 RC2619'WASHINGTON HIGHWAY 8E (WHICH IS ABOUT THREE MILES SOUTH OF
 RC2619'GOLDENDALE, WASHINGTON), GO EAST ON WASHINGTON HIGHWAY 8E FOR
 RC2619'4.4 MILES TO A ROAD LEADING SOUTH PAST A FARM HOUSE.  TURN RIGHT
 RC2619'(SOUTH) AND GO 1.2 MILES TO A GROUP OF FARM BUILDINGS AND AN
 RC2619'ALUMINUM GATE ON THE SOUTH SIDE OF THE LARGEST BARN.  GO THROUGH
 RC2619'THE GATE, TURN SOUTH, AND FOLLOW THE MAIN ROAD FOR 0.4 MILE
 RC2619'AROUND A FIELD, UP A HILL, AND THROUGH A ROCKY PASTURE TO A FORK.
 RC2619'TAKE THE RIGHT FORK 0.1 MILE TO THE SECOND ALUMINUM GATE IN AN
 RC2619'EAST-WEST FENCE LINE.  PASS THROUGH THE GATE, THEN SOUTHWEST TO A
 RC2619'NORTH-SOUTH FENCE LINE, THEN SOUTH FOR 0.35 MILE (TOTAL) TO A
 RC2619'FORK.  TAKE THE LEFT FORK SOUTHEASTERLY FOR 0.3 MILE TO THE
 RC2619'THIRD ALUMINUM GATE.  GO THROUGH THE GATE AND CONTINUE
 RC2619'SOUTHEASTERLY FOR 0.05 MILE TO THE FOURTH ALUMINUM GATE.
 RC2619'PASS THROUGH THIS GATE, GO ACROSS THE GULLY AND FOLLOW THE
 RC2619'DIM TRACK ROAD THAT PARALLELS A SMALL POWER LINE FOR 0.5 MILE
 RC2619'TO THE FIFTH ALUMINUM GATE IN AN EAST-WEST FENCE LINE.  PASS
 RC2619'THROUGH THIS LAST GATE, UNDER THE POWER LINE, AND UP TO THE
 RC2619'HIGHEST POINT OF THE HILL TO THE TELEVISION RELAY STATION
 RC2619'AND THE TRIANGULATION STATION.
 RC2619'
 RC2619'THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE NOT
 RC2619'MEASURED.
 RC2619
 RC2619                          STATION RECOVERY (1963)
 RC2619
 RC2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 RC2619'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RC2619'WERE RECOVERED AND FOUND IN GOOD CONDITION.  ROADS HAVE CHANGED,
 RC2619'A 9 BY 12 FOOT CINDER BLOCK BUILDING AND VARIOUS ANTENNAS NOW
 RC2619'OCCUPY THE SAME SUMMIT.  PROCURE THE KEY FOR THE LAST GATE BY
 RC2619'WRITING TO WILLIAM E. HOCTOR AT GOLDENDALE.  A NEW TO REACH
 RC2619'FOLLOWS.
 RC2619'
 RC2619'TO REACH THE STATION FROM THE POST OFFICE AT GOLDENDALE GO SOUTH
 RC2619'ON U.S. HIGHWAY 97 FOR 3.0 MILES TO THE JUNCTION WITH STATE HIGHWAY
 RC2619'8, TURN LEFT AND GO EAST ON STATE HIGHWAY 8 FOR 3.4 MILES TO AN
 RC2619'ABANDONED SCHOOL ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY 8
 RC2619'FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR 1.2
 RC2619'MILES TO THE LEFEVER RANCH, (HOUSE HAS BEEN REMOVED).  PASS TO
 RC2619'THE RIGHT OF THE WINDMILL AND FOLLOW WINDING SOUTH AND SOUTHEAST
 RC2619'FOR 0.6 MILE TO A DOUBLE GATE, PASS THRU GATE AND CONTINUE ON
 RC2619'WINDING ROAD FOR 0.6 MILE TO ANOTHER SET OF DOUBLE GATES AND A
 RC2619'FORK RIGHT AFTER PASSING THRU THE GATES, TAKE LEFT FORK AND GO
 RC2619'0.05 MILE TO ANOTHER SET OF DOUBLE GATES, PASS THRU GATES AND
 RC2619'CONTINUE ON TRACK ROAD FOR 0.55 MILE TO THE LOCKED GATE,
 RC2619'PASS THRU GATE AND CONTINUE SOUTHERLY ON THE TRACK ROAD FOR
 RC2619'0.4 MILE TO THE SUMMIT AND STATION.
 RC2619'
 RC2619'NOTE--STEEL POSTS HAVE BEEN PLACED AT INTERVALS BETWEEN THE RANCH
 RC2619'BUILDINGS AND THE SUMMIT TO DEFINE THE ROUTE.
 RC2619
 RC2619                          STATION RECOVERY (1987)
 RC2619
 RC2619'RECOVERY NOTE BY US FOREST SERVICE 1987 (KC)
 RC2619'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RC2619'CONDITION. THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 RC2619'
 RC2619'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF GOLDENDALE, 5.6
 RC2619'MILES NORTH OF BIGGS JUNCTION, OREGON AND 2 MILES NORTH OF THE NORTH
 RC2619'SHORE OF THE COLUMBIA RIVER ON LAND OWNED BY KLICKITAT P.U.D., CONTACT
 RC2619'TOM SWENSON TELEPHONE(509) 773-5894. THIS P.U.D MAINTAINS A REPEATER
 RC2619'STATION ON THE HILL TOP NEAR THE STATION.
 RC2619'
 RC2619'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON STATE
 RC2619'HIGHWAY 14 AND U.S. HIGHWAY 97 ON THE NORTH SIDE OF THE COLUMBIA
 RC2619'RIVER ABOUT 2 MILES NORTH OF BIGGS JUNCTION, TRAVEL NORTH ON U.S. 97
 RC2619'6.8 MILES (MILE 9.05) AND TURN RIGHT AND GO 3.5 MILES TO A HIGH
 RC2619'VOLTAGE POWER LINE CROSSING.  CONTINUE EASTERLY FOR 0.5 MILE TO A
 RC2619'JUNCTION.  TURN SOUTH ONTO A LONG STRAIGHT DRIVEWAY AND GO 0.3 MILE
 RC2619'TO A GATE, CONTINUE SOUTHERLY FOR 0.4 MILE TO A BARNYARD AND A GATE.
 RC2619'DRIVE BETWEEN THE STEEL SHED AND THE WOODEN BARN, TURN LEFT TOWARD THE
 RC2619'SOUTH SIDE OF THE WINDMILL AND BARN AND FOLLOW THE ROUGH ROAD THROUGH
 RC2619'THE GATES.  TRAVEL 1.8 MILES TO A LOCKED GATE, CONTINUE THROUGH THE
 RC2619'GATE ON A ROCKY RUTTED ROAD FOR 0.4 MILE TO THE TOP OF THE MOUNTAIN
 RC2619'AND THE STATION.
 RC2619'
 RC2619'THE STATION IS A STANDARD USGS SURVEY DISK---UNSTAMPED---SET IN A
 RC2619'DRILL HOLE IN A BOULDER. IT IS 98.9 FEET WEST OF THE SOUTHWEST CORNER
 RC2619'OF A RADIO BUILDING AND  65.8 FEET NORTH OF THE NORTHEAST CORNER OF A
 RC2619'CONCRETE BLOCK BUILDING.
 RC2619'
 RC2619'THE REFERENCE MARKS ARE STANDARD USC+GS RM DISKS STAMPED---MARYHILL
 RC2619'NO 1 1939---AND---MARYHILL NO 2 1939---RESPECTIVELY, CEMENTED IN
 RC2619'DRILL HOLES IN BOULDERS.
 RC2619'
 RC2619'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2115 ***********************************************************************
 RD2115  DESIGNATION -  CLIMB
 RD2115  PID         -  RD2115
 RD2115  STATE/COUNTY-  WA/SKAMANIA
 RD2115  USGS QUAD   -  BEACON ROCK (1994)
 RD2115
 RD2115                         *CURRENT SURVEY CONTROL
 RD2115  ___________________________________________________________________
 RD2115* NAD 83(1991)-  45 38 40.91940(N)    122 00 31.50832(W)     ADJUSTED  
 RD2115* NAVD 88     -       540.     (meters)    1772.     (feet)  SCALED    
 RD2115  ___________________________________________________________________
 RD2115  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 RD2115  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RD2115
 RD2115  HORZ ORDER  -  THIRD
 RD2115
 RD2115.The horizontal coordinates were established by classical geodetic methods
 RD2115.and adjusted by the National Geodetic Survey in December 1991..
 RD2115
 RD2115.The orthometric height was scaled from a topographic map.
 RD2115
 RD2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2115
 RD2115.The geoid height was determined by GEOID03.
 RD2115
 RD2115;                    North         East     Units Scale Factor Converg.
 RD2115;SPC WA S     -    35,733.967   382,382.788   MT  1.00004809   -1 05 45.4
 RD2115;SPC WA S     -   117,237.19  1,254,534.20   sFT  1.00004809   -1 05 45.4
 RD2115;SPC OR N     -   220,903.545 2,382,396.450   MT  0.99992907   -1 04 11.9
 RD2115;SPC OR N     -   724,749.16  7,816,261.32   iFT  0.99992907   -1 04 11.9
 RD2115;UTM  10      - 5,055,050.227   577,244.313   MT  0.99967336   +0 42 31.7
 RD2115
 RD2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2115!SPC WA S     -   0.99991877  x   1.00004809  =   0.99996686
 RD2115!SPC OR N     -   0.99991877  x   0.99992907  =   0.99984785
 RD2115!UTM  10      -   0.99991877  x   0.99967336  =   0.99959216
 RD2115
 RD2115:                Primary Azimuth Mark                     Grid Az
 RD2115:SPC WA S     -  FISH WHEEL N SHORE OPP BRAD IS           090 12 47.6
 RD2115:SPC OR N     -  FISH WHEEL N SHORE OPP BRAD IS           090 11 14.1
 RD2115:UTM  10      -  FISH WHEEL N SHORE OPP BRAD IS           088 24 30.5
 RD2115
 RD2115|---------------------------------------------------------------------|
 RD2115| PID    Reference Object                     Distance      Geod. Az  |
 RD2115|                                                           dddmmss.s |
 RD2115| RC2383 FISH WHEEL N SHORE OPP BRAD IS      APPROX. 5.4 KM 0890702.2 |
 RD2115| RC2407 HAMILTON FISH WHEEL                 APPROX. 3.0 KM 1313703.3 |
 RD2115| RD2125 WARREN                              APPROX. 3.4 KM 1802233.0 |
 RD2115| RD2137 GORMANS BARN                        APPROX. 3.4 KM 1833411.2 |
 RD2115| RD2152 GORMANS HOUSE                       APPROX. 3.5 KM 1855516.2 |
 RD2115| RD2151 WARRENDALE CHURCH SPIRE             APPROX. 3.7 KM 1883517.1 |
 RD2115| RD2179 BARN NEAR MC GOWANS N GABLE         APPROX. 5.2 KM 2075933.0 |
 RD2115| RD2129 MCGOWANS CANNERY NORTH GABLE        APPROX. 4.6 KM 2084543.4 |
 RD2115| RD2180 BUTLERS LANDING ICEHOUSE            APPROX. 4.2 KM 2165059.1 |
 RD2115|---------------------------------------------------------------------|
 RD2115
 RD2115                          SUPERSEDED SURVEY CONTROL
 RD2115
 RD2115  NAD 83(1991)-  45 38 40.91939(N)    122 00 31.50831(W) AD(       ) 3
 RD2115  NAD 83(1986)-  45 38 40.92859(N)    122 00 31.51621(W) AD(       ) 3
 RD2115  NAD 27      -  45 38 41.49700(N)    122 00 27.23200(W) AD(       ) 3
 RD2115
 RD2115.Superseded values are not recommended for survey control.
 RD2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2115.See file dsdata.txt to determine how the superseded data were derived.
 RD2115
 RD2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7724455050(NAD 83)
 RD2115_MARKER: H = DRILL HOLE
 RD2115_SETTING: 80 = SET IN A BOULDER
 RD2115_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RD2115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD2115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2115+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 RD2115
 RD2115  HISTORY     - Date     Condition        Report By
 RD2115  HISTORY     - 1901     MONUMENTED       CGS
 RD2115  HISTORY     - 1938     SEE DESCRIPTION  CGS
 RD2115  HISTORY     - 1948     MARK NOT FOUND   CGS
 RD2115  HISTORY     - 1956     GOOD             CGS
 RD2115  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD2115  HISTORY     - 20050731 MARK NOT FOUND   USPSQD
 RD2115  HISTORY     - 20060513 GOOD             USPSQD
 RD2115
 RD2115                          STATION DESCRIPTION
 RD2115
 RD2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (FM)
 RD2115'ON THE SHOULDER OF A HIGH ROCKY BLUFF ON A MOUNTAIN KNOWN AS LITTLE
 RD2115'HAMILTON MOUNTAIN ABOUT DUE N OF CASTLE ROCK.  AS YOU CLIMB THE
 RD2115'RIDGE ABOVE THE TIMBER A SMALL SHOULDER WILL BE REACHED THAT GIVES
 RD2115'THE FIRST VIEW OF THE RIVER BUT THE STATION IS ON THE LARGER SHOULDER
 RD2115'ABOUT 100 FEET ABOVE.  THE STATION IS MARKED BY A HOLE DRILLED IN
 RD2115'A SMALL STONE SURROUNDED BY A TRIANGLE BURIED 10 INCHES BELOW THE
 RD2115'SURFACE.  THERE ARE 3 SMALL STONES WITH CROSSES CUT ON THEM SET
 RD2115'1.83 METERS FROM THE STATION, TWO ARE ON THE CREST OF THE RIDGE ONE
 RD2115'ABOVE AND ONE BELOW THE STATION AND THE OTHER IS DOWN THE SLOPE ON
 RD2115'THE E SIDE.
 RD2115
 RD2115                          STATION RECOVERY (1938)
 RD2115
 RD2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2115'STATION WAS RECOVERED AND RE-MARKED.  ON THE SHOULDER OF A HIGH
 RD2115'ROCKY BLUFF ON A RIDGE OF HAMILTON MOUNTAIN KNOWN AS LITTLE
 RD2115'HAMILTON MOUNTAIN, ABOUT DUE NE OF BEACON ROCK.  AS YOU CLIMB THE
 RD2115'RIDGE ABOVE THE TIMBER A SMALL SHOULDER WILL BE REACHED THAT GIVES
 RD2115'THE FIRST VIEW OF THE RIVER BUT THE STATION IS ON THE LARGER
 RD2115'SHOULDER ABOUT 100 FEET ABOVE.
 RD2115'
 RD2115'STATION WAS RE-MARKED WITH A STANDARD DISK SET IN AN OLD DRILL HOLE
 RD2115'IN A BURIED BOULDER.  THERE ARE THREE SMALL STONES WITH CROSSES CUT
 RD2115'ON THEM AND SET 1.83 METERS FROM THE STATION, TWO ARE ON THE CREST
 RD2115'OF THE RIDGE, ONE ABOVE AND ONE BELOW THE STATION AND THE OTHER IS
 RD2115'DOWN THE SLOPE ON THE E SIDE.
 RD2115
 RD2115                          STATION RECOVERY (1948)
 RD2115
 RD2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2115'A THOROUGH SEARCH WAS MADE FOR THE STATION BUT IT COULD NOT BE FOUND.
 RD2115'HOWEVER, AS THE STATION IS BURIED UNDERGROUND, AND EXCAVATION WAS
 RD2115'IMPOSSIBLE DUE TO EXTENSIVE FREEZING (AND SNOW) WHEN A SEARCH WAS
 RD2115'MADE FOR THIS STATION IN FEBRUARY, IT IS PROBABLE THAT THE STATION IS
 RD2115'STILL INTACT.
 RD2115
 RD2115                          STATION RECOVERY (1956)
 RD2115
 RD2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JBW)
 RD2115'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT ONLY ONE OF THE
 RD2115'THREE CROSSES ON STONES MENTIONED COULD BE FOUND.  THE STONE AND
 RD2115'CROSS (1.83 M. N OF THE STATION MARK) WAS FOUND, AND THE STATION MARK
 RD2115'WAS THEN LOCATED, ABOUT 6 IN. BELOW THE SURFACE OF THE GROUND.  A
 RD2115'SMALL CAIRN, CONSISTING OF SMALL ROCKS, WAS ERECTED OVER THE STATION
 RD2115'MARK.
 RD2115'
 RD2115'TO REACH THE STATION FROM THE PICNIC AND CAMPGROUNDS AT BEACON ROCK
 RD2115'STATE PARK, FOLLOW THE TRAIL TO HAMILTON MOUNTAIN FOR ABOUT 2-1/2 MI.
 RD2115'TO THE FIRST SHOULDER OF HAMILTON MOUNTAIN, ABOUT 1/2 MI. S OF THE
 RD2115'SUMMIT, AND THE STATION MARK.  THE STATION IS ABOUT MIDWAY BETWEEN
 RD2115'THE SECOND AND THIRD SMALL KNOLLS TO THE N OF THE TIP OF THE
 RD2115'SHOULDER.
 RD2115
 RD2115                          STATION RECOVERY (1988)
 RD2115
 RD2115'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLB)
 RD2115'MARK NOT FOUND.
 RD2115
 RD2115                          STATION RECOVERY (2005)
 RD2115
 RD2115'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD2115'LOCATION IS COVERED WITH HEAVY UNDERBRUSH, GROWTH IS 15 YEARS OLD AND
 RD2115'VERY SUBSTANIAL, COMPLETELY COVERING HILLTOP, SEARCHED FOR 2 HOURS BUT
 RD2115'COULD NOT GET CLOSE TO GPS COORDINATES. PLAN TO RETURN WITH SAFETY
 RD2115'EQUIPMENT.
 RD2115
 RD2115                          STATION RECOVERY (2006)
 RD2115
 RD2115'RECOVERY NOTE BY US POWER SQUADRON 2006 (DJP)
 RD2115'MARKER APPROXIMATELY 3 INCHES UNDERGROUND. THE SMALL CAIRN OF ROCKS IS
 RD2115'NO LONGER ERRECTED OVER THE STATION. STATION IS NOW VISABLE. 3 SMALL
 RD2115'STONE WITH CROSSES CUT IN THEM NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1496 ***********************************************************************
 SC1496  DESIGNATION -  CLIMB
 SC1496  PID         -  SC1496
 SC1496  STATE/COUNTY-  WA/COWLITZ
 SC1496  USGS QUAD   -  RAINIER (1990)
 SC1496
 SC1496                         *CURRENT SURVEY CONTROL
 SC1496  ___________________________________________________________________
 SC1496* NAD 83(1991)-  46 04 56.59937(N)    122 52 39.73771(W)     ADJUSTED  
 SC1496* NAVD 88     -                                                        
 SC1496  ___________________________________________________________________
 SC1496  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 SC1496  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SC1496
 SC1496  HORZ ORDER  -  THIRD
 SC1496
 SC1496.The horizontal coordinates were established by classical geodetic methods
 SC1496.and adjusted by the National Geodetic Survey in December 1991..
 SC1496
 SC1496
 SC1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1496
 SC1496.The geoid height was determined by GEOID03.
 SC1496
 SC1496;                    North         East     Units Scale Factor Converg.
 SC1496;SPC WA S     -    86,028.984   316,125.218   MT  0.99995284   -1 43 37.8
 SC1496;SPC WA S     -   282,246.76  1,037,154.15   sFT  0.99995284   -1 43 37.8
 SC1496;SPC OR N     -   271,158.655 2,316,111.198   MT  1.00002200   -1 41 10.4
 SC1496;SPC OR N     -   889,628.13  7,598,790.02   iFT  1.00002200   -1 41 10.4
 SC1496;UTM  10      - 5,103,208.778   509,455.526   MT  0.99960110   +0 05 17.1
 SC1496
 SC1496                          SUPERSEDED SURVEY CONTROL
 SC1496
 SC1496  NAD 83(1991)-  46 04 56.59937(N)    122 52 39.73771(W) AD(       ) 4
 SC1496  NAD 83(1986)-  46 04 56.61579(N)    122 52 39.73315(W) AD(       ) 4
 SC1496  NAD 27      -  46 04 57.20673(N)    122 52 35.34167(W) AD(       ) 3
 SC1496
 SC1496.Superseded values are not recommended for survey control.
 SC1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1496.See file dsdata.txt to determine how the superseded data were derived.
 SC1496
 SC1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0945603209(NAD 83)
 SC1496
 SC1496  HISTORY     - Date     Condition        Report By
 SC1496  HISTORY     - 1937     MONUMENTED       CGS
 SC1496  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1496
 SC1496                          STATION DESCRIPTION
 SC1496
 SC1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1496'STATION IS ABOUT 1 MILE SE OF THE N END OF COTTONWOOD ISLAND,
 SC1496'IMMEDIATELY N OF ENTRANCE OF A SLOUGH EXTENDING WELL INTO THE
 SC1496'ISLAND, ON THE NW END OF A SMALL PIER, THE WESTERLY OF 4 TALL
 SC1496'PILING.
 SC1496
 SC1496                          STATION RECOVERY (1949)
 SC1496
 SC1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1496'THE STATION, A PILE, HAS BROKEN OFF.  AT THE TIME THE SEARCH WAS
 SC1496'MADE, THE REMAINS, IF ANY, WERE BELOW THE SURFACE OF THE WATER.  THE
 SC1496'STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2116 ***********************************************************************
 SA2116  DESIGNATION -  CLINE
 SA2116  PID         -  SA2116
 SA2116  STATE/COUNTY-  WA/WALLA WALLA
 SA2116  USGS QUAD   -  LOWER MONUMENTAL DAM (1970)
 SA2116
 SA2116                         *CURRENT SURVEY CONTROL
 SA2116  ___________________________________________________________________
 SA2116* NAD 83(1991)-  46 30 48.60857(N)    118 30 47.26354(W)     ADJUSTED  
 SA2116* NAVD 88     -       470.9    (meters)    1545.     (feet)  VERTCON   
 SA2116  ___________________________________________________________________
 SA2116  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 SA2116  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 SA2116
 SA2116  HORZ ORDER  -  SECOND
 SA2116
 SA2116.The horizontal coordinates were established by classical geodetic methods
 SA2116.and adjusted by the National Geodetic Survey in December 1991..
 SA2116
 SA2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2116
 SA2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2116
 SA2116.The geoid height was determined by GEOID03.
 SA2116
 SA2116;                    North         East     Units Scale Factor Converg.
 SA2116;SPC WA S     -   133,095.526   652,450.603   MT  0.99991538   +1 26 35.7
 SA2116;SPC WA S     -   436,664.24  2,140,581.69   sFT  0.99991538   +1 26 35.7
 SA2116;UTM  11      - 5,152,215.878   383,924.211   MT  0.99976562   -1 05 52.6
 SA2116
 SA2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2116!SPC WA S     -   0.99992948  x   0.99991538  =   0.99984487
 SA2116!UTM  11      -   0.99992948  x   0.99976562  =   0.99969512
 SA2116
 SA2116|---------------------------------------------------------------------|
 SA2116| PID    Reference Object                     Distance      Geod. Az  |
 SA2116|                                                           dddmmss.s |
 SA2116| CF4669 CLINE RM 1                            7.746 METERS 08811     |
 SA2116| CF4668 CLINE AZ MK                                        1182243.6 |
 SA2116| CF4670 CLINE RM 2                            7.475 METERS 18345     |
 SA2116|---------------------------------------------------------------------|
 SA2116
 SA2116                          SUPERSEDED SURVEY CONTROL
 SA2116
 SA2116  NAD 83(1991)-  46 30 48.61307(N)    118 30 47.26806(W) AD(       ) 2
 SA2116  NAD 83(1986)-  46 30 48.61671(N)    118 30 47.25331(W) AD(       ) 2
 SA2116  NAD 27      -  46 30 49.11300(N)    118 30 43.31000(W) AD(       ) 2
 SA2116  NGVD 29 (07/19/86)  469.9    (m)         1542.     (f) VERT ANG       
 SA2116
 SA2116.Superseded values are not recommended for survey control.
 SA2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2116.See file dsdata.txt to determine how the superseded data were derived.
 SA2116
 SA2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM8392452216(NAD 83)
 SA2116_MARKER: DS = TRIANGULATION STATION DISK
 SA2116_SETTING: 0 = UNSPECIFIED SETTING
 SA2116
 SA2116  HISTORY     - Date     Condition        Report By
 SA2116  HISTORY     - 1946     MONUMENTED       CGS
 SA2116  HISTORY     - 1960     GOOD             CGS
 SA2116
 SA2116                          STATION DESCRIPTION
 SA2116
 SA2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SA2116'STATION IS LOCATED ON THE GROUNDS OF THE ABANDONED FAIRVIEW SCHOOL,
 SA2116'ABOUT 9-1/2 MILES SSE OF KAHLOTUS, 8 MILES NNW OF CLYDE, AND 3
 SA2116'MILES SE OF THE SNAKE RIVER AT ITS NEAREST POINT.  THE PROPERTY
 SA2116'IS NOW OWNED AND OCCUPIED BY MR. R.L. CLINE.
 SA2116'
 SA2116'STATION MARK IS A BRONZE STATION DISK SET IN A 12-INCH SQUARE
 SA2116'BLOCK OF CONCRETE PROJECTING 5 INCHES ABOVE THE SURFACE.  IT IS
 SA2116'29.6 METERS S OF THE SW CORNER OF THE SCHOOLHOUSE, 27 METERS N OF
 SA2116'THE SCHOOLYARD FENCE CORNER, AND 1 METER E OF THE FENCE LINE.  THE
 SA2116'DISK IS STAMPED CLINE 1946.  UNDERGROUND MARK IS A BRONZE STATION
 SA2116'DISK SET IN CONCRETE.  NO WITNESS MARK WAS SET.
 SA2116'
 SA2116'REFERENCE MARK 1, STAMPED CLINE NO 1 1946, IS A BRONZE REFERENCE
 SA2116'DISK SET IN A 12-INCH SQUARE BLOCK OF CONCRETE PROJECTING 4
 SA2116'INCHES ABOVE THE SURFACE.  IT IS 30 FEET E OF THE SCHOOLYARD FENCE
 SA2116'LINE.
 SA2116'
 SA2116'REFERENCE MARK 2, STAMPED CLINE NO 2 1946, IS A BRONZE REFERENCE
 SA2116'DISK SET IN A 12-INCH SQUARE BLOCK OF CONCRETE PROJECTING 4
 SA2116'INCHES ABOVE THE SURFACE.  IT IS 3 FEET E OF THE SCHOOLYARD FENCE
 SA2116'LINE.
 SA2116'
 SA2116'AZIMUTH MARK, STAMPED CLINE 1946, IS A BRONZE AZIMUTH DISK SET
 SA2116'IN A 12-INCH SQUARE BLOCK OF CONCRETE PROJECTING 4 INCHES ABOVE
 SA2116'THE SURFACE.  IT IS 18 FEET NE OF THE CENTER OF THE GRAVELED ROAD
 SA2116'ENROUTE TO THE STATION AND 0.4 MILE SE ALONG THE ROAD FROM THE
 SA2116'TOP OF THE RIDGE AND THE WHITE FARMHOUSE MENTIONED BELOW.
 SA2116'
 SA2116'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE N EDGE OF
 SA2116'CLYDE, GO W ON THE GRAVELED ROAD 0.6 MILE TO A T-INTERSECTION
 SA2116'ON RIGHT.  TURN RIGHT AND GO N 1.9 MILES TO A FORK AT TOP OF
 SA2116'RIDGE.  TAKE THE LEFT FORK AND CONTINUE 1.5 MILES TO A FORK.
 SA2116'THENCE TAKE THE RIGHT FORK AND CONTINUE 4.1 MILES TO A FORK AND
 SA2116'SIGN MAGALLON.  TAKE LEFT FORK AND CONTINUE 3.0 MILES TO THE
 SA2116'AZIMUTH MARK ON RIGHT SIDE OF THE ROAD AT A CURVE.  CONTINUE N
 SA2116'UP GRADE 0.4 MILE TO TOP OF RIDGE AND WHITE FARMHOUSE ON LEFT.
 SA2116'TURN SHARP LEFT, THROUGH WIRE GATE JUST BEFORE REACHING HOUSE,
 SA2116'AND FOLLOW TRACK ROAD S 0.15 MILE TO THE HIGHEST POINT AND
 SA2116'STATION SITE ON THE S SIDE OF THE SCHOOLHOUSE.
 SA2116
 SA2116                          STATION RECOVERY (1960)
 SA2116
 SA2116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SA2116'STATION, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  REFERENCE
 SA2116'MARK NO. 2 HAS BEEN DESTROYED, MARK WAS FOUND KNOCKED OUT OF THE
 SA2116'GROUND.  REFERENCE MARK NO. 1 HAS BEEN HIT AND SLIGHTLY
 SA2116'DISTURBED.  DISTANCE TO REFERENCE MARK NO. 1 WAS MEASURED AND
 SA2116'FOUND TO BE 25.30 FEET - 7.711 METERS.  DESCRIPTION BY J.T.J. IN
 SA2116'1946 ADEQUATE AND CORRECT EXCEPT FOR FOLLOWING.
 SA2116'
 SA2116'AZIMUTH MARK IS 76.5 FEET NORTHEAST OF CENTERLINE OF NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5478 ***********************************************************************
 AC5478  SACS        -  This is a Secondary Airport Control Station.
 AC5478  DESIGNATION -  CLM ARP
 AC5478  PID         -  AC5478
 AC5478  STATE/COUNTY-  WA/CLALLAM
 AC5478  USGS QUAD   -  PORT ANGELES (1985)
 AC5478
 AC5478                         *CURRENT SURVEY CONTROL
 AC5478  ___________________________________________________________________
 AC5478* NAD 83(1998)-  48 07 09.55282(N)    123 29 48.93504(W)     ADJUSTED  
 AC5478* NAVD 88     -        81.85   (meters)     268.5    (feet)  GPS OBS   
 AC5478  ___________________________________________________________________
 AC5478  X           -  -2,354,311.721 (meters)                     COMP
 AC5478  Y           -  -3,557,391.620 (meters)                     COMP
 AC5478  Z           -   4,725,789.606 (meters)                     COMP
 AC5478  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 AC5478  ELLIP HEIGHT-          61.69  (meters)          (07/02/01) GPS OBS
 AC5478  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 AC5478
 AC5478  HORZ ORDER  -  FIRST
 AC5478  ELLP ORDER  -  THIRD     CLASS II
 AC5478
 AC5478.This mark is at William R Fairchild Intl Airport (CLM)
 AC5478
 AC5478.The horizontal coordinates were established by GPS observations
 AC5478.and adjusted by the National Geodetic Survey in July 2001..
 AC5478.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5478.DATUM ITEM on the data sheet items page.
 AC5478
 AC5478.The orthometric height was determined by GPS observations and a
 AC5478.high-resolution geoid model.
 AC5478
 AC5478.GPS derived orthometric heights for airport stations designated as
 AC5478.PACS or SACS are published to 2 decimal places.  This maintains
 AC5478.centimeter relative accuracy between the PACS and SACS.  It does
 AC5478.not indicate centimeter accuracy relative to other marks which are
 AC5478.part of the NAVD 88 network.
 AC5478
 AC5478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5478
 AC5478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5478
 AC5478.The ellipsoidal height was determined by GPS observations
 AC5478.and is referenced to NAD 83.
 AC5478
 AC5478.The geoid height was determined by GEOID03.
 AC5478
 AC5478;                    North         East     Units Scale Factor Converg.
 AC5478;SPC WA N     -   127,880.035   301,738.255   MT  0.99994225   -1 58 59.2
 AC5478;SPC WA N     -   419,553.08    989,952.92   sFT  0.99994225   -1 58 59.2
 AC5478;UTM  10      - 5,329,681.718   463,017.133   MT  0.99961681   -0 22 11.9
 AC5478
 AC5478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5478!SPC WA N     -   0.99999033  x   0.99994225  =   0.99993258
 AC5478!UTM  10      -   0.99999033  x   0.99961681  =   0.99960715
 AC5478
 AC5478                          SUPERSEDED SURVEY CONTROL
 AC5478
 AC5478  NAD 83(1998)-  48 07 09.55240(N)    123 29 48.93605(W) AD(       ) 1
 AC5478  ELLIP H (07/23/97)   61.72   (m)                       GP(       ) 3 1
 AC5478
 AC5478.Superseded values are not recommended for survey control.
 AC5478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5478.See file dsdata.txt to determine how the superseded data were derived.
 AC5478
 AC5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6301729682(NAD 83)
 AC5478_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5478_STAMPING: ARP 1963
 AC5478_MARK LOGO: CGS   
 AC5478_PROJECTION: FLUSH
 AC5478_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5478+STABILITY: SURFACE MOTION
 AC5478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5478+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1997
 AC5478
 AC5478  HISTORY     - Date     Condition        Report By
 AC5478  HISTORY     - 1963     MONUMENTED       CGS
 AC5478  HISTORY     - 19900215 GOOD             NGS
 AC5478  HISTORY     - 19960810 GOOD             CHANCE
 AC5478  HISTORY     - 19970912 GOOD             NGS
 AC5478
 AC5478                          STATION DESCRIPTION
 AC5478
 AC5478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (JLD)
 AC5478'THE STATION IS LOCATED AT THE GEOMETRIC CENTER OF THE AIRPORT.  83.3
 AC5478'FT (25.4 M) NORTHWEST OF THE NORTHWEST EDGE OF A CLOSED TAXIWAY, 70.5
 AC5478'FT (21.5 M) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 13-31.  THE MARK
 AC5478'IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 AC5478'WITH THE GROUND AND IS STAMPED ARP 1963.
 AC5478
 AC5478                          STATION RECOVERY (1996)
 AC5478
 AC5478'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5478'STATION IS LOCATED ABOUT 22 MILES (35.4 KM) SOUTH OF VICTORIA B.C.,
 AC5478'CANADA, 18.5 MILES (29.8 KM) WEST OF SEQUIM, IN PORT ANGELES, AT THE
 AC5478'WILLIAM R FAIRCHILD INTERNATIONAL AIRPORT, GEORGE YOUNT - TEMPORARY
 AC5478'AIRPORT ADMINISTRATOR, PHONE 360-417-3343  TO REACH THE STATION FROM
 AC5478'THE JUNCTION OF NORTH LINCOLN STREET AND EAST FRONT STREET IN DOWNTOWN
 AC5478'PORT ANGELES, PROCEED WEST ON EAST FRONT STREET (ALSO MARINE DRIVE)
 AC5478'0.7 MILES (1.1 KM) TO JUNCTION WITH STATE HIGHWAY 117 (ALSO TUMWATER
 AC5478'TRUCK RD) , TURN LEFT AND PROCEED SOUTH ON SH 117 1.1 MILES (1.8 KM)
 AC5478'TO W LAURIDSEN BLVD, TURN RIGHT AND PROCEED WEST ON 1.15 MILES (1.85
 AC5478'KM) TO L STREET, TURN RIGHT AND PROCEED NORTH ON L STREET 0.1 MILES
 AC5478'(0.2 KM) TO AIRPORT ENTRANCE, TURN LEFT AND PROCEED WEST 0.75 MILES
 AC5478'(1.21 KM) TO A SECURITY GATE. PROCEED SOUTH AND WEST THROUGH THE GATE
 AC5478'0.05 MILES (0.08 KM) TO THE HANGAR AREA, TURN RIGHT AND PROCEED NORTH
 AC5478'0.05 MILES (0.08 KM) TO TAXIWAY A, TURN RIGHT AND PROCEED EAST ON
 AC5478'TAXIWAY A 0.1 MILES (0.2 KM) TO JCT TAXIWAY D, TURN LEFT AND PROCEED
 AC5478'NORTHEAST 0.15 MILES (0.24 KM) ACROSS RUNWAY 8-26 TO THE SOUTHEAST END
 AC5478'OF RUNWAY 13-31 AND THE STATION ON THE RIGHT  THE STATION IS A
 AC5478'STANDARD US COAST AND GEODETIC SURVEY TOPOGRAPHIC STATION DISK SET IN
 AC5478'THE TOP OF A SQUARE CONCRETE MONUMENT, SET FLUSH WITH THE SURFACE.
 AC5478'THE STATION IS LOCATED 25.5 M (83.7 FT) WEST OF THE WEST EDGE OF AN
 AC5478'OLD TAXIWAY, 21.55 M (70.70 FT) NORTHEAST OF THE NORTHEAST EDGE OF OLD
 AC5478'RUNWAY, 22.2 M (72.8 FT) NORTH OF THE CENTER OF A SEWER MANHOLE COVER,
 AC5478'46.4 M (152.2 FT) NORTHEAST OF THE NORTHEASTERN OF THREE THRESHOLD
 AC5478'LIGHTS, 54.1 M (177.5 FT) EAST OF RUNWAY -31- SIGN  THE STATION IS
 AC5478'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - WASHINGTON
 AC5478'ANA SURVEYS 1996
 AC5478
 AC5478                          STATION RECOVERY (1997)
 AC5478
 AC5478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 AC5478'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1814 ***********************************************************************
 SY1814  DESIGNATION -  CLOQUALLAM
 SY1814  PID         -  SY1814
 SY1814  STATE/COUNTY-  WA/MASON
 SY1814  USGS QUAD   -  MC CLEARY (1981)
 SY1814
 SY1814                         *CURRENT SURVEY CONTROL
 SY1814  ___________________________________________________________________
 SY1814* NAD 83(1991)-  47 06 08.11147(N)    123 16 06.15267(W)     ADJUSTED  
 SY1814* NAVD 88     -       376.7    (meters)    1236.     (feet)  VERTCON   
 SY1814  ___________________________________________________________________
 SY1814  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 SY1814  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SY1814
 SY1814  HORZ ORDER  -  THIRD
 SY1814
 SY1814.The horizontal coordinates were established by classical geodetic methods
 SY1814.and adjusted by the National Geodetic Survey in December 1991..
 SY1814
 SY1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1814
 SY1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1814
 SY1814.The geoid height was determined by GEOID03.
 SY1814
 SY1814;                    North         East     Units Scale Factor Converg.
 SY1814;SPC WA S     -   200,307.566   289,902.980   MT  0.99995533   -2 00 39.4
 SY1814;SPC WA S     -   657,175.74    951,123.36   sFT  0.99995533   -2 00 39.4
 SY1814;UTM  10      - 5,216,562.177   479,635.544   MT  0.99960510   -0 11 47.8
 SY1814
 SY1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1814!SPC WA S     -   0.99994429  x   0.99995533  =   0.99989962
 SY1814!UTM  10      -   0.99994429  x   0.99960510  =   0.99954941
 SY1814
 SY1814:                Primary Azimuth Mark                     Grid Az
 SY1814:SPC WA S     -  CLOQUALLAM AZ MK                         172 48 19.6
 SY1814:UTM  10      -  CLOQUALLAM AZ MK                         170 59 28.0
 SY1814
 SY1814|---------------------------------------------------------------------|
 SY1814| PID    Reference Object                     Distance      Geod. Az  |
 SY1814|                                                           dddmmss.s |
 SY1814| DD9550 CLOQUALLAM AZ MK                                   1704740.2 |
 SY1814| SY1815 MC CLEARY SIMPSON DOOR CO STK       APPROX. 4.9 KM 1784555.8 |
 SY1814| DD9552 CLOQUALLAM RM 2                       7.014 METERS 19159     |
 SY1814| DD9551 CLOQUALLAM RM 1                       6.737 METERS 29011     |
 SY1814|---------------------------------------------------------------------|
 SY1814
 SY1814                          SUPERSEDED SURVEY CONTROL
 SY1814
 SY1814  NAD 83(1986)-  47 06 08.10564(N)    123 16 06.15843(W) AD(       ) 3
 SY1814  NAD 27      -  47 06 08.74600(N)    123 16 01.59700(W) AD(       ) 3
 SY1814  NGVD 29 (07/19/86)  375.7    (m)         1233.     (f) VERT ANG       
 SY1814
 SY1814.Superseded values are not recommended for survey control.
 SY1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1814.See file dsdata.txt to determine how the superseded data were derived.
 SY1814
 SY1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT7963616562(NAD 83)
 SY1814_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1814_SETTING: 80 = SET IN A BOULDER
 SY1814_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY1814
 SY1814  HISTORY     - Date     Condition        Report By
 SY1814  HISTORY     - 1954     MONUMENTED       CGS
 SY1814
 SY1814                          STATION DESCRIPTION
 SY1814
 SY1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY1814'THE STATION IS LOCATED ON THE CREST OF BRUSH COVERED RIDGE WHICH
 SY1814'RANGES IN A EAST-WEST DIRECTION.  THE STATION IS 1/2 MILE EAST OF
 SY1814'A HIGHER POINT OF THE RIDGE.  IT IS NEAR THE SITE OF THE OLD WHITE
 SY1814'STAR LOOKOUT.  THE STATION IS 10.0 MILES AIRLINE SOUTHWEST OF
 SY1814'SHELTON AND 3.5 MILES AIRLINE NORTH OF MC CLEARY.
 SY1814'
 SY1814'THE STATION IS MARKED AS DESCRIBED IN NOTE 4.  THE PORTION OF THE
 SY1814'BOULDER EXPOSED IS 1-FOOT BY 2-FEET AND PROJECTS 5 INCHES.  IT IS
 SY1814'4.5 FEET SOUTH-SOUTHWEST OF A 4 BY 4 INCH WITNESS POST.  THE DISK
 SY1814'IS STAMPED CLOQUALLAM 1954.
 SY1814'
 SY1814'REFERENCE MARK NO.1 IS MARKED AS DESCRIBED IN NOTE 11A, A 8 BY 8
 SY1814'INCH CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS ABOUT 1-FOOT
 SY1814'LOWER THAN THE STATION.  THE DISK IS STAMPED CLOQUALLAM NO.1 1954.
 SY1814'
 SY1814'REFERENCE MARK NO.2 IS MARKED AS DESCRIBED IN NOTE 11A, A 8 BY 8
 SY1814'INCH CONCRETE POST THAT PROJECTS 4-INCHES.  IT IS 2 FEET LOWER THAN
 SY1814'THE STATION.  THE DISK IS STAMPED CLOQUALLAM NO.2 1954.
 SY1814'
 SY1814'THE AZIMUTH MARK IS MARKED AS DESCRIBED IN NOTE 16A.  IT IS
 SY1814'LOCATED AT THE NORTHWEST CORNER OF A OLD BARN 0.15 MILE NORTH OF
 SY1814'THE JAMES MOHNEY RESIDENCE.  IT IS A 8 BY 8 INCH CONCRETE POST
 SY1814'THAT PROJECTS 6-INCHES.  IT IS 2 FEET NORTH OF A 4 BY 4 INCH
 SY1814'WITNESS POST.  THE DISK IS STAMPED CLOQUALLAM 1954.  TO REACH THE
 SY1814'AZIMUTH MARK FROM THE ROAD JUNCTION AT THE LOCKED GATE AND
 SY1814'RAILROAD CROSSING ENROUTE TO THE STATION GO SOUTHWEST ON STATE
 SY1814'HIGHWAY 9D FOR 1.65 MILES TO RAILROAD CROSSING.  CONTINUE ON
 SY1814'HIGHWAY 9D FOR 0.5 MILE TO FARM ROAD RIGHT.  TURN RIGHT, NORTH,
 SY1814'FOR 0.15 MILE TO THE RESIDENCE OF JAMES MOHNEY, CONTINUE NORTH
 SY1814'FOR 0.1 MILE TO END OF ROAD AT GATE.  THE MARK IS 50 YARDS TO
 SY1814'THE NORTH INSIDE BARN LOT.
 SY1814'
 SY1814'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND
 SY1814'RAILROAD STREET IN SHELTON GO SOUTH ON U.S. HIGHWAY 101 FOR 6.1
 SY1814'MILES TO THE JUNCTION WITH STATE HIGHWAY 9D.  TURN RIGHT AND FOLLOW
 SY1814'HIGHWAY 9D WEST AND SOUTH FOR 7.0 MILES TO A GRAVEL SIDE ROAD
 SY1814'RIGHT.  TURN RIGHT CROSSING RAILROAD TRACK TO LOCKED GATE (STATE
 SY1814'FOREST SERVICE LOCK).  PASS THROUGH GATE AND FOLLOW GRAVEL ROAD
 SY1814'FOR 0.8 MILE TO FORKS.  TAKE RIGHT FORK AND CONTINUE FOR 0.2 MILE
 SY1814'TO FORKS.  TAKE LEFT FORK, NEW DIRT ROAD, AND GO 1.05 MILES TO
 SY1814'T-ROAD LEFT AT A SMALL SIGN READING (WHITE STAR LO RD.).
 SY1814'TURN LEFT AND FOLLOW TRACK ROAD FOR 1.65 MILES TO END OF ROAD AND
 SY1814'THE STATION ON RIDGE CREST ABOUT 30 YARDS TO THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1561 ***********************************************************************
 SW1561  DESIGNATION -  CLOSE
 SW1561  PID         -  SW1561
 SW1561  STATE/COUNTY-  WA/GRANT
 SW1561  USGS QUAD   -  GEORGE (1978)
 SW1561
 SW1561                         *CURRENT SURVEY CONTROL
 SW1561  ___________________________________________________________________
 SW1561* NAD 83(1991)-  47 02 06.13816(N)    119 51 48.59237(W)     ADJUSTED  
 SW1561* NAVD 88     -       377.5    (meters)    1239.     (feet)  VERTCON   
 SW1561  ___________________________________________________________________
 SW1561  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 SW1561  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 SW1561
 SW1561  HORZ ORDER  -  SECOND
 SW1561
 SW1561.The horizontal coordinates were established by classical geodetic methods
 SW1561.and adjusted by the National Geodetic Survey in December 1991..
 SW1561
 SW1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1561
 SW1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1561
 SW1561.The geoid height was determined by GEOID03.
 SW1561
 SW1561;                    North         East     Units Scale Factor Converg.
 SW1561;SPC WA S     -   189,343.390   548,374.982   MT  0.99994542   +0 27 44.5
 SW1561;SPC WA S     -   621,204.11  1,799,126.92   sFT  0.99994542   +0 27 44.5
 SW1561;UTM  11      - 5,213,037.547   282,449.617   MT  1.00018172   -2 05 46.5
 SW1561
 SW1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1561!SPC WA S     -   0.99994408  x   0.99994542  =   0.99988950
 SW1561!UTM  11      -   0.99994408  x   1.00018172  =   1.00012579
 SW1561
 SW1561|---------------------------------------------------------------------|
 SW1561| PID    Reference Object                     Distance      Geod. Az  |
 SW1561|                                                           dddmmss.s |
 SW1561| CF1238 CLOSE RM 1                           10.490 METERS 17952     |
 SW1561| CF1239 CLOSE RM 2                           11.006 METERS 28320     |
 SW1561| SW1564 CLOSE 1957 RM 3                      58.896 METERS 32715     |
 SW1561| SW0723 BURKE                               APPROX. 3.8 KM 3342201.0 |
 SW1561|---------------------------------------------------------------------|
 SW1561
 SW1561                          SUPERSEDED SURVEY CONTROL
 SW1561
 SW1561  NAD 83(1986)-  47 02 06.14668(N)    119 51 48.58017(W) AD(       ) 2
 SW1561  NAD 27      -  47 02 06.66550(N)    119 51 44.40110(W) AD(       ) 2
 SW1561  NGVD 29 (07/19/86)  376.4    (m)         1235.     (f) VERT ANG       
 SW1561
 SW1561.Superseded values are not recommended for survey control.
 SW1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1561.See file dsdata.txt to determine how the superseded data were derived.
 SW1561
 SW1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN8245013038(NAD 83)
 SW1561_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1561
 SW1561  HISTORY     - Date     Condition        Report By
 SW1561  HISTORY     - 1957     MONUMENTED       CGS
 SW1561  HISTORY     - 1964     SEE DESCRIPTION  USE
 SW1561  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SW1561  HISTORY     - 1974     SEE DESCRIPTION  DMA
 SW1561  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SW1561
 SW1561                          STATION DESCRIPTION
 SW1561
 SW1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW1561'THE STATION IS LOCATED 14 MILES SOUTH OF QUINCY, 2-1/2 MILES SOUTH
 SW1561'SOUTHEAST OF BURKE JUNCTION, 7-3/4 MILES NORTHEAST OF VANTAGE, 7
 SW1561'MILES EAST OF THE COLUMBIA RIVER, ON THE SUMMIT OF A LEVEE ON THE
 SW1561'EAST SIDE OF AN IRRIGATION CANAL.  THE PORTION OF THE LEVEE AT THE
 SW1561'STATION SITE IS HIGHER THAN THE REST AND APPEARS AS A HUGE ELONGATED
 SW1561'MOUND, MAKING IT EASILY DISTINGUISHED FROM A DISTANCE.
 SW1561'
 SW1561'THE STATION MARK, A STANDARD DISK, STAMPED CLOSE 1957, IS IN THE
 SW1561'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 SW1561'ABOVE THE SURFACE OF THE GROUND.  IT IS 70 FEET EAST OF THE EASTERN
 SW1561'EDGE OF THE CANAL AND 6 FEET SOUTH OF A WHITE WITNESS POST.
 SW1561'
 SW1561'REFERENCE MARK 1, A STANDARD DISK, STAMPED CLOSE NO 1 1957, IS IN
 SW1561'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 SW1561'ABOVE THE SURFACE OF THE GROUND.  IT IS 40 FEET SOUTH OF A WHITE
 SW1561'WITNESS POST AND 3 FEET LOWER THAN THE STATION MARK.
 SW1561'
 SW1561'REFERENCE MARK 2, A STANDARD DISK, STAMPED CLOSE NO 2 1957, IS IN
 SW1561'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 SW1561'ABOVE THE SURFACE OF THE GROUND.  IT IS 30 FEET WEST OF THE WHITE
 SW1561'WITNESS POST AND THE SAME ELEVATION AS THE STATION MARK.
 SW1561
 SW1561                          STATION RECOVERY (1964)
 SW1561
 SW1561'RECOVERY NOTE BY US ENGINEERS 1964
 SW1561'THE STATION WAS NOT RECOVERED.  AREA DISTURBED BY CONSTRUCTION OF
 SW1561'HIGHWAY 10-91.
 SW1561
 SW1561                          STATION RECOVERY (1967)
 SW1561
 SW1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW1561'THE STATION IS 8 MILES NORTHEAST OF THE VANTAGE BRIDGE, 3-1/2 MILES
 SW1561'SOUTH OF GEORGE, 0.4 MILE WEST OF COUNTY ROAD Q-SW AND ON THE
 SW1561'SUMMIT OF A BANK ON THE EAST SIDE OF AN IRRIGATION CANAL IN SECTION
 SW1561'19, T18N R24E.  THE PORTION OF THE BANK AT THE STATION SITE IS
 SW1561'HIGHER THAN THE REST AND APPEARS AS A HUGE ELONGATED MOUNT.
 SW1561'
 SW1561'THE STATION MARK, STAMPED CLOSE 1957, IS A STANDARD DISK SET IN A
 SW1561'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 70 FEET EAST OF
 SW1561'THE EASTERN EDGE OF THE CANAL AND 6 FEET SOUTH OF A WHITE WITNESS
 SW1561'POST.
 SW1561'
 SW1561'REFERENCE MARK NO. 1, STAMPED CLOSE NO 1 1957, IS A STANDARD DISK
 SW1561'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 40
 SW1561'FEET SOUTH OF THE WHITE WITNESS POST AND 3 FEET LOWER THAN THE
 SW1561'STATION MARK.
 SW1561'
 SW1561'REFERENCE MARK NO. 2, STAMPED CLOSE NO 2 1957, IS A STANDARD DISK
 SW1561'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 30 FEET
 SW1561'WEST OF THE WHITE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 SW1561'STATION MARK.
 SW1561'
 SW1561'TO REACH THE STATION FROM THE SOUTH END OF THE OVERPASS WHERE STATE
 SW1561'HIGHWAY 281 GOES OVER INTERSTATE 90 AT GEORGE, GO SOUTHEAST 0.15
 SW1561'MILE TO A REVERSE Y AT THE NORTHEAST CORNER OF THE GEORGE BUSINESS
 SW1561'DISTRICT, CONTINUE SOUTH ON COUNTY ROAD Q-SW FOR 3.2 MILES TO A
 SW1561'ROAD RIGHT ALONG THE SOUTH SIDE OF A SMALL IRRIGATION DITCH, TURN
 SW1561'RIGHT AND GO WEST 0.4 MILE TO AN IRRIGATION CANAL AND THE STATION ON
 SW1561'THE DIRT MOUND ON THE LEFT ABOUT 12 FEET ABOVE THE ROAD.
 SW1561
 SW1561                          STATION RECOVERY (1974)
 SW1561
 SW1561'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974 (ALB)
 SW1561'CLOSE GOOD
 SW1561'
 SW1561'RM 1 IN GOOD CONDITION
 SW1561'
 SW1561'RM 2 DESTROYED CAP REMOVED FROM POST THAT WAS LOOSE AT BOTTOM OF
 SW1561'MOUND.
 SW1561
 SW1561                          STATION RECOVERY (1975)
 SW1561
 SW1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 SW1561'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 SW1561'CONDITION.  REFERENCE MARK NO. 2 HAS BEEN DESTROYED.  REFERENCE MARK
 SW1561'NO. 3 WAS ESTABLISHED NORTH OF THE MOUND OCCUPIED BY THE STATION.
 SW1561'
 SW1561'THE STATION IS 3 MILES SOUTH OF GEORGE, 0.4 MILE WEST OF COUNTY
 SW1561'ROAD Q-SW, ON THE EAST BANK OF A LARGE IRRIGATION CANAL (WEST
 SW1561'CANAL), IN THE SOUTHEAST QUARTER OF SEC 19, T 18 N, R 24 E.
 SW1561'
 SW1561'TO REACH THE STATION FROM THE SOUTH END OF THE OVERPASS AT THE
 SW1561'INTERSECTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 281 AT
 SW1561'GEORGE, GO SOUTHEAST 0.15 MILE TO A REVERSE Y AT THE NORTHEAST CORNER
 SW1561'OF THE GEORGE BUSINESS DISTRICT, CONTINUE SOUTH ON COUNTY ROAD Q-SW
 SW1561'FOR 3.2 MILES TO A ROAD RIGHT ALONG THE SOUTH SIDE OF A SMALL
 SW1561'IRRIGATION DITCH.  TURN RIGHT AND GO WEST 0.4 MILE TO A T
 SW1561'INTERSECTION ON THE EASTERN BANK OF A LARGE IRRIGATION CANAL AND
 SW1561'THE STATION ON THE 12-FOOT HIGH MOUND OF DIRT IN THE SOUTHEAST CORNER
 SW1561'OF THE INTERSECTION.
 SW1561'
 SW1561'THE STATION MARK, STAMPED CLOSE 1957, IS A STANDARD DISK SET IN A
 SW1561'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 70 FEET EAST OF
 SW1561'THE EAST EDGE OF THE CANAL, 20 FEET SOUTH OF THE NORTH POINT OF THE
 SW1561'SUMMIT OF THE MOUND, 6 FEET SOUTH OF A WHITE WITNESS POST, 4 FEET
 SW1561'WEST OF THE EAST EDGE OF THE SUMMIT AND ABOUT 12 FEET HIGHER THAN
 SW1561'THE ROAD.
 SW1561'
 SW1561'REFERENCE MARK NO. 1, STAMPED CLOSE NO 1 1957, IS A STANDARD DISK
 SW1561'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 106
 SW1561'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 42 FEET EAST OF THE
 SW1561'CENTER OF THE ROAD ALONG THE EAST SIDE OF THE CANAL, ON THE TOE OF
 SW1561'THE RIDGE, 1.5 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE STEEP
 SW1561'BANK AND ABOUT 8 FEET HIGHER THAN THE ROAD.
 SW1561'
 SW1561'REFERENCE MARK NO. 3, STAMPED CLOSE 1957 NO 3 1975, IS A STANDARD
 SW1561'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS IN
 SW1561'THE NORTHEAST ANGLE OF THE INTERSECTION, 78 FEET NORTHWEST OF THE
 SW1561'WHEEL ON THE CONTROL GATE ON THE EAST-WEST IRRIGATION DITCH, 56
 SW1561'FEET EAST OF THE CENTER OF THE ROAD ALONG THE WEST SIDE OF THE
 SW1561'IRRIGATION CANAL, 5 FEET WEST OF THE UPPER EDGE OF THE NORTH-SOUTH
 SW1561'IRRIGATION DITCH, ON LINE WITH THE SOUTH EDGE OF THE IRRIGATION
 SW1561'DITCH GOING EAST, 1 FOOT EAST OF A METAL WITNESS POST, 2 FEET HIGHER
 SW1561'THAN THE ROAD AND 10 FEET LOWER THAN THE STATION.
 SW1561'
 SW1561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES SOUTH OF
 SW1561'GEORGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3240 ***********************************************************************
 SY3240  DESIGNATION -  CLOUD
 SY3240  PID         -  SY3240
 SY3240  STATE/COUNTY-  WA/THURSTON
 SY3240  USGS QUAD   -  TUMWATER (1994)
 SY3240
 SY3240                         *CURRENT SURVEY CONTROL
 SY3240  ___________________________________________________________________
 SY3240* NAD 83(1991)-  47 06 37.18616(N)    122 56 13.85748(W)     ADJUSTED  
 SY3240* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY3240  ___________________________________________________________________
 SY3240  LAPLACE CORR-          -8.76  (seconds)                    DEFLEC99
 SY3240  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SY3240
 SY3240  HORZ ORDER  -  THIRD
 SY3240
 SY3240.The horizontal coordinates were established by classical geodetic methods
 SY3240.and adjusted by the National Geodetic Survey in December 1991..
 SY3240
 SY3240.The orthometric height was scaled from a topographic map.
 SY3240
 SY3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3240
 SY3240.The geoid height was determined by GEOID03.
 SY3240
 SY3240;                    North         East     Units Scale Factor Converg.
 SY3240;SPC WA S     -   200,375.544   315,057.015   MT  0.99995662   -1 46 13.3
 SY3240;SPC WA S     -   657,398.76  1,033,649.56   sFT  0.99995662   -1 46 13.3
 SY3240;UTM  10      - 5,217,426.659   504,765.887   MT  0.99960028   +0 02 45.7
 SY3240
 SY3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3240!SPC WA S     -   1.00000277  x   0.99995662  =   0.99995939
 SY3240!UTM  10      -   1.00000277  x   0.99960028  =   0.99960305
 SY3240
 SY3240|---------------------------------------------------------------------|
 SY3240| PID    Reference Object                     Distance      Geod. Az  |
 SY3240|                                                           dddmmss.s |
 SY3240| CE3460 CLOUD RM 2                            1.107 METERS 08823     |
 SY3240| SY3252 JACK                                APPROX. 1.1 KM 2140921.1 |
 SY3240| CE3459 CLOUD RM 1                           10.530 METERS 35201     |
 SY3240|---------------------------------------------------------------------|
 SY3240
 SY3240                          SUPERSEDED SURVEY CONTROL
 SY3240
 SY3240  NAD 83(1986)-  47 06 37.18396(N)    122 56 13.86656(W) AD(       ) 3
 SY3240  NAD 27      -  47 06 37.83900(N)    122 56 09.35500(W) AD(       ) 3
 SY3240
 SY3240.Superseded values are not recommended for survey control.
 SY3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3240.See file dsdata.txt to determine how the superseded data were derived.
 SY3240
 SY3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0476617427(NAD 83)
 SY3240_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3240
 SY3240  HISTORY     - Date     Condition        Report By
 SY3240  HISTORY     - 1936     MONUMENTED       CGS
 SY3240  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SY3240
 SY3240                          STATION DESCRIPTION
 SY3240
 SY3240'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3240'LOCATED ON THE E SHORE OF ELD INLET, 2-1/4 MILES SOUTHWARD OF
 SY3240'COOPER POINT NEAR MIDDLE OF LARGE ROUNDING BIGHT.  BEST METHOD OF
 SY3240'LOCATING STATION AS FOLLOWS--STANDING ON SAND SPIT NEAR STATION
 SY3240'YEW - 2 AND FACING MOUTH OF INLET, THE STATION WILL BE 53 DEG TO
 SY3240'SE OF EASTERN TANGENT VISIBLE (NEARLY IN LINE WITH COOPER POINT)
 SY3240'OR - A SMALL VALLEY NEAR THE CENTER OF LARGE BIGHT MAY EASILY BE
 SY3240'IDENTIFIED.  THE WASH FROM VALLEY HAS BUILT OUT A SMALL
 SY3240'ROUNDING POINT.  ACROSS ENTRANCE TO VALLEY AT PRESENT IS BUILT
 SY3240'A WOODEN BULKHEAD.  FROM S END OF BULKHEAD MARK IS PLACED 45
 SY3240'FEET TO SOUTHWARD AND 5 FEET OFFSHORE FROM FOOT OF 25-FOOT
 SY3240'DIRT ERODING BLUFF.  AN OLD STAIRWAY OF WOOD LIES 9 FEET N OF
 SY3240'MARK.
 SY3240'
 SY3240'SURFACE, UNDERGROUND, AND REFERENCE MARKS NO.1 AND NO.2 ARE
 SY3240'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY3240'7A AND 11A.
 SY3240'
 SY3240'REFERENCE MARK NO.1 TO NORTHWARD OF STATION WAS PLACED 2 FEET
 SY3240'OFFSHORE FROM FOOT OF BLUFF LINE AND 9 FEET TO SOUTHWARD OF S END
 SY3240'OF BULKHEAD (OR SOUTHERN LIMIT AT BLUFF LINE OF LAGOON).
 SY3240'
 SY3240'REFERENCE MARK NO.2 WAS PLACED 2 FEET OFFSHORE FROM FOOT OF BLUFF
 SY3240'LINE AND BETWEEN STATION MARK AND BLUFF.
 SY3240'
 SY3240'ALL MARKS PROJECT 6 INCHES ABOVE SURFACE OF GROUND.
 SY3240'
 SY3240'AT LOW TIDE THE WASH FROM VALLEY FORMS A LONG ROUNDED TIDE LAND.
 SY3240
 SY3240                          STATION RECOVERY (1937)
 SY3240
 SY3240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 SY3240'DR. H.D. LILLIBRIDGE OF OLYMPIA, WASHINGTON, ON AUGUST 8, 1937,
 SY3240'REPORTED THAT CENTER MARK WAS DESTROYED BY A NEW
 SY3240'BULKHEAD.  REFERENCE MARK NO.1 WAS NOT DISTURBED.  REFERENCE MARK
 SY3240'NO.2 WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1069 ***********************************************************************
 SB1069  DESIGNATION -  CLUB
 SB1069  PID         -  SB1069
 SB1069  STATE/COUNTY-  WA/YAKIMA
 SB1069  USGS QUAD   -  YAKIMA EAST (1985)
 SB1069
 SB1069                         *CURRENT SURVEY CONTROL
 SB1069  ___________________________________________________________________
 SB1069* NAD 83(1991)-  46 35 42.56489(N)    120 25 54.44835(W)     ADJUSTED  
 SB1069* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 SB1069  ___________________________________________________________________
 SB1069  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 SB1069  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SB1069
 SB1069  HORZ ORDER  -  FIRST
 SB1069
 SB1069.The horizontal coordinates were established by classical geodetic methods
 SB1069.and adjusted by the National Geodetic Survey in December 1991..
 SB1069
 SB1069.The orthometric height was scaled from a topographic map.
 SB1069
 SB1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1069
 SB1069.The geoid height was determined by GEOID03.
 SB1069
 SB1069;                    North         East     Units Scale Factor Converg.
 SB1069;SPC WA S     -   140,253.723   505,226.295   MT  0.99991461   +0 02 58.4
 SB1069;SPC WA S     -   460,149.09  1,657,563.27   sFT  0.99991461   +0 02 58.4
 SB1069;UTM  10      - 5,163,381.055   696,715.861   MT  1.00007567   +1 51 59.2
 SB1069
 SB1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1069!SPC WA S     -   0.99994532  x   0.99991461  =   0.99985993
 SB1069!UTM  10      -   0.99994532  x   1.00007567  =   1.00002098
 SB1069
 SB1069|---------------------------------------------------------------------|
 SB1069| PID    Reference Object                     Distance      Geod. Az  |
 SB1069|                                                           dddmmss.s |
 SB1069| CF4672 CLUB RM 1                            17.990 METERS 00724     |
 SB1069| CF4671 CLUB AZ MK                                         0220810.5 |
 SB1069| CF4673 CLUB RM 2                            19.450 METERS 13156     |
 SB1069| SB1070 UNION GAP STATE HIGHWAY STACK       APPROX. 5.2 KM 2184402.5 |
 SB1069| SB1121 FARM LABOR CAMP WATER TANK          APPROX. 8.0 KM 2355528.3 |
 SB1069| SB1066 YAKIMA KIT RADIO TOWER              APPROX. 5.6 KM 2415321.9 |
 SB1069| SB1123 YAKIMA DEL MONTE CANNERY TANK       APPROX. 5.8 KM 2732747.1 |
 SB1069| SB1065 YAKIMA CITY INCINERATOR STACK       APPROX. 4.3 KM 2771820.0 |
 SB1069| SB1067 YAKIMA CASCADE MILL LARGE STK       APPROX. 5.7 KM 2915145.2 |
 SB1069|---------------------------------------------------------------------|
 SB1069
 SB1069                          SUPERSEDED SURVEY CONTROL
 SB1069
 SB1069  NAD 83(1991)-  46 35 42.57628(N)    120 25 54.45629(W) AD(       ) 1
 SB1069  NAD 83(1986)-  46 35 42.57520(N)    120 25 54.43216(W) AD(       ) 1
 SB1069  NAD 27      -  46 35 43.11500(N)    120 25 50.20700(W) AD(       ) 1
 SB1069
 SB1069.Superseded values are not recommended for survey control.
 SB1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1069.See file dsdata.txt to determine how the superseded data were derived.
 SB1069
 SB1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS9671663381(NAD 83)
 SB1069_MARKER: DS = TRIANGULATION STATION DISK
 SB1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB1069
 SB1069  HISTORY     - Date     Condition        Report By
 SB1069  HISTORY     - 1941     MONUMENTED       CGS
 SB1069  HISTORY     - 1956     GOOD             CGS
 SB1069  HISTORY     - 1965     GOOD             WAWHI
 SB1069
 SB1069                          STATION DESCRIPTION
 SB1069
 SB1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SB1069'STATION IS ON THE HIGHEST POINT AND NEAR THE CENTER OF A PROMINENT
 SB1069'RIDGE THAT EXTENDS INTO THE VALLEY ABOUT 3-1/2 MILES E OF THE CENTER
 SB1069'OF YAKIMA.  IT IS IN THE SUBURBAN DISTRICT OF TERRACE HEIGHTS AND
 SB1069'0.2 MILE S OF TERRACE HEIGHTS COUNTRY CLUB GOLF COURSE AND CLUB
 SB1069'HOUSE.
 SB1069'
 SB1069'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SB1069'BRONZE DISKS SET IN CONCRETE.
 SB1069'
 SB1069'THE AZIMUTH MARK IS REACHED FROM TERRACE HEIGHTS AVENUE BRIDGE
 SB1069'OVER THE YAKIMA RIVER BY GOING E ALONG THE HIGH-TENSION LINE 2.0
 SB1069'MILES TO POLE NO. 2182.  MARK IS 8 FEET W OF POLE.
 SB1069'
 SB1069'STATION IS REACHED FROM THE INTERSECTION OF HIGHWAY 97 AND EAST
 SB1069'YAKIMA AVENUE, BY GOING E ON YAKIMA AVENUE 0.6 MILE.  TAKE RIGHT
 SB1069'FORK, TERRACE HEIGHTS AVENUE, AND GO 0.8 MILE.  CROSS THE YAKIMA
 SB1069'RIVER BRIDGE AND CONTINUE ON TERRACE HEIGHTS AVENUE 2.1 MILES TO
 SB1069'THE TOP OF THE GRADE.  TAKE THE RIGHT OF 3 FORKS AND GO S THROUGH
 SB1069'THE CLUB GROUNDS 0.4 MILE TO THE S SIDE OF THE GOLF COURSE.  THEN
 SB1069'CONTINUE S ON A TRACK ROAD 0.1 MILE TO FORKS.  TAKE LEFT FORK AND
 SB1069'GO 50 YARDS TO THE STATION TO THE RIGHT (W) SIDE OF THE ROAD.
 SB1069
 SB1069                          STATION RECOVERY (1956)
 SB1069
 SB1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CB)
 SB1069'MONUMENT STILL IN GOOD CONDITION AND IS REACHED AS DESCRIBED BY
 SB1069'1941 CARD.  HOWEVER NEW HOUSES HAVE BEEN BUILT TO THE WEST OF IT AND
 SB1069'IT SHOULD BE CHECKED AS TO USEFULLNESS BEFORE USING IT.
 SB1069'
 SB1069'NO REFERENCES WERE LOOKED FOR.
 SB1069
 SB1069                          STATION RECOVERY (1965)
 SB1069
 SB1069'RECOVERY NOTE BY WALKER AND WHITEFORD INCORPORATED 1965
 SB1069'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1553 ***********************************************************************
 TR1553  DESIGNATION -  CLUMP
 TR1553  PID         -  TR1553
 TR1553  STATE/COUNTY-  WA/JEFFERSON
 TR1553  USGS QUAD   -  NORDLAND (1973)
 TR1553
 TR1553                         *CURRENT SURVEY CONTROL
 TR1553  ___________________________________________________________________
 TR1553* NAD 83(1991)-  48 05 35.38175(N)    122 44 04.22188(W)     ADJUSTED  
 TR1553* NAVD 88     -                                                        
 TR1553  ___________________________________________________________________
 TR1553  LAPLACE CORR-         -10.11  (seconds)                    DEFLEC99
 TR1553  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 TR1553
 TR1553  HORZ ORDER  -  THIRD
 TR1553
 TR1553.The horizontal coordinates were established by classical geodetic methods
 TR1553.and adjusted by the National Geodetic Survey in December 1991..
 TR1553
 TR1553
 TR1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1553
 TR1553.The geoid height was determined by GEOID03.
 TR1553
 TR1553;                    North         East     Units Scale Factor Converg.
 TR1553;SPC WA N     -   123,289.274   358,402.502   MT  0.99994235   -1 24 55.7
 TR1553;SPC WA N     -   404,491.56  1,175,858.88   sFT  0.99994235   -1 24 55.7
 TR1553;UTM  10      - 5,326,688.921   519,768.963   MT  0.99960480   +0 11 51.3
 TR1553
 TR1553                          SUPERSEDED SURVEY CONTROL
 TR1553
 TR1553  NAD 83(1986)-  48 05 35.38153(N)    122 44 04.22692(W) AD(       ) 4
 TR1553  NAD 27      -  48 05 36.05400(N)    122 43 59.62100(W) AD(       ) 3
 TR1553
 TR1553.Superseded values are not recommended for survey control.
 TR1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1553.See file dsdata.txt to determine how the superseded data were derived.
 TR1553
 TR1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1976926689(NAD 83)
 TR1553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1553+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 TR1553
 TR1553  HISTORY     - Date     Condition        Report By
 TR1553  HISTORY     - 1943     MONUMENTED       CGS
 TR1553  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1553  HISTORY     - 20060121 GOOD             USPSQD
 TR1553
 TR1553                          STATION DESCRIPTION
 TR1553
 TR1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (CP)
 TR1553'THIS INTERSECTION STATION IS ON THE SE SIDE OF PORT TOWNSEND BAY,
 TR1553'ABOUT 0.1 MILE OFF THE SHORE LINE OF THE NARROW SAND SPIT WHICH
 TR1553'EXTENDS ACROSS THE N END OF MARROWSTONE HARBOR.  IT IS A SQUARE
 TR1553'SLATTED STRUCTURE SET ABOUT 25 FEET ABOVE THE WATER ON WOODEN
 TR1553'DERRICK WHICH IS SECURED TO PILING DRIVEN IN 2 FATHOMS OF
 TR1553'WATER.  THE STATION WAS LOCATED BY INTERSECTION.  A SHORT
 TR1553'VERTICAL POLE WHICH PROJECTS FROM THE CENTER OF ITS TOP WAS
 TR1553'POINTED AT.
 TR1553
 TR1553                          STATION RECOVERY (1961)
 TR1553
 TR1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1553'STATION RECOVERED AS DESCRIBED.  RECOVERY OF STATION VERIFIED BY
 TR1553'AZIMUTH OBSERVED FROM SCOW 2 1941.
 TR1553
 TR1553                          STATION RECOVERY (2006)
 TR1553
 TR1553'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR1553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3751 ***********************************************************************
 SY3751  DESIGNATION -  CLYDE
 SY3751  PID         -  SY3751
 SY3751  STATE/COUNTY-  WA/KING
 SY3751  USGS QUAD   -  
 SY3751
 SY3751                         *CURRENT SURVEY CONTROL
 SY3751  ___________________________________________________________________
 SY3751* NAD 83(1991)-  47 37 54.51854(N)    122 13 06.88242(W)     ADJUSTED  
 SY3751* NAVD 88     -        91.96   (+/-2cm)     301.7    (feet)  VERTCON   
 SY3751  ___________________________________________________________________
 SY3751  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 SY3751  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY3751
 SY3751  HORZ ORDER  -  FIRST
 SY3751  VERT ORDER  -  THIRD ? (See Below)
 SY3751
 SY3751.The horizontal coordinates were established by classical geodetic methods
 SY3751.and adjusted by the National Geodetic Survey in December 1991..
 SY3751
 SY3751.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3751.The vertical order pertains to the NGVD 29 superseded value.
 SY3751
 SY3751.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3751
 SY3751.The geoid height was determined by GEOID03.
 SY3751
 SY3751;                    North         East     Units Scale Factor Converg.
 SY3751;SPC WA N     -    71,182.879   395,900.104   MT  0.99997802   -1 01 52.8
 SY3751;SPC WA N     -   233,539.16  1,298,882.26   sFT  0.99997802   -1 01 52.8
 SY3751;UTM  10      - 5,275,674.604   558,703.917   MT  0.99964235   +0 34 38.5
 SY3751
 SY3751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3751!SPC WA N     -   0.99998930  x   0.99997802  =   0.99996732
 SY3751!UTM  10      -   0.99998930  x   0.99964235  =   0.99963166
 SY3751
 SY3751:                Primary Azimuth Mark                     Grid Az
 SY3751:SPC WA N     -  KIRKLAND WOOLEN MILLS TALL STACK         004 13 58.0
 SY3751:UTM  10      -  KIRKLAND WOOLEN MILLS TALL STACK         002 37 26.7
 SY3751
 SY3751|---------------------------------------------------------------------|
 SY3751| PID    Reference Object                     Distance      Geod. Az  |
 SY3751|                                                           dddmmss.s |
 SY3751| SY3719 KIRKLAND WOOLEN MILLS TALL STACK    APPROX. 5.5 KM 0031205.2 |
 SY3751| CF7289 CLYDE RM 4                           15.607 METERS 06850     |
 SY3751| CF7287 CLYDE RM 2                           53.008 METERS 11153     |
 SY3751| SY3614 MEDINA WINTERS WINDMILL             APPROX. 1.8 KM 2410017.6 |
 SY3751| SY4080 UNIVERSITY POWER PLANT STACK        APPROX. 6.8 KM 2904912.0 |
 SY3751| SY3951 HOUSE OF GOOD SHEPHERD CROSS        APPROX. 9.2 KM 2930212.6 |
 SY3751| CF7286 CLYDE RM 1                           33.548 METERS 31554     |
 SY3751| CF7288 CLYDE RM 3                            6.525 METERS 32608     |
 SY3751| SY3882 SAND POINT BLDG 1 WEATHER VANE      APPROX. 6.9 KM 3324310.8 |
 SY3751|---------------------------------------------------------------------|
 SY3751
 SY3751                          SUPERSEDED SURVEY CONTROL
 SY3751
 SY3751  NAD 83(1986)-  47 37 54.51162(N)    122 13 06.88808(W) AD(       ) 1
 SY3751  NAD 27      -  47 37 55.15400(N)    122 13 02.44400(W) AD(       ) 1
 SY3751  NGVD 29 (07/19/86)   90.87   (m)          298.1    (f) LEVELING    3  
 SY3751
 SY3751.Superseded values are not recommended for survey control.
 SY3751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3751.See file dsdata.txt to determine how the superseded data were derived.
 SY3751
 SY3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5870475675(NAD 83)
 SY3751_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3751
 SY3751  HISTORY     - Date     Condition        Report By
 SY3751  HISTORY     - 1933     MONUMENTED       CGS
 SY3751  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY3751  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY3751  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY3751  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY3751
 SY3751                          STATION DESCRIPTION
 SY3751
 SY3751'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY3751'STATION IS AT THE SW CORNER OF THE CLYDE ROAD AND THE ROAD THAT
 SY3751'PASSES ALONG THE N SIDE OF THE OVERLAKE GOLF COURSE IN MEDINA.
 SY3751'THE STATION IS SET FLUSH WITH THE GROUND, ON THE TOP OF THE BANK
 SY3751'NEAR A LARGE STUMP.
 SY3751'
 SY3751'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 SY3751'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 SY3751'
 SY3751'BOTH REFERENCE MARKS ARE SET FLUSH WITH THE GROUND.
 SY3751'
 SY3751'REFERENCE MARK NO. 1 IS ACROSS THE N SIDE OF THE ROAD 0.4 METER S OF
 SY3751'THE WIRE FENCE AND 69 METERS W OF THE FENCE CORNER.  REFERENCE MARK
 SY3751'NO. 2 IS IN THE FENCE LINE ON W SIDE OF CLYDE ROAD, 14.32 METERS
 SY3751'FROM N CONCRETE GATEPOST ON E SIDE OF THAT ROAD, AND 44.1 METERS S
 SY3751'OF THE FENCE CORNER AT THE NW CORNER OF THE ROAD INTERSECTION.
 SY3751'
 SY3751'REQUIRES A TRIPOD 8 FEET HIGH TO SEE OVER WOODED AREAS N AND S.
 SY3751
 SY3751                          STATION RECOVERY (1933)
 SY3751
 SY3751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY3751'THE CENTER MARK WAS FOUND IN GOOD CONDITION.
 SY3751'
 SY3751'REFERENCE MARK 2 HAS BEEN HIT BY A GRADER AND IS LEANING OVER.
 SY3751'
 SY3751'REFERENCE MARK 1 WAS NOT FOUND BUT MAY BE COVERED OVER BY LIGHT
 SY3751'GRADING.  ROADS HAVE BEEN IMPROVED.  FURTHER SEARCH IS JUSTIFIED.
 SY3751'
 SY3751'THE CONCRETE GATEPOSTS ARE IN PLACE.
 SY3751'
 SY3751'A NEW FENCE SURROUNDS THE LOT CONTAINING THE STATION.  IT IS 5.8
 SY3751'METERS S OF THE FENCE AT A POINT 46.2 METERS W OF THE FENCE CORNER.
 SY3751'YOUNG FIR TREES 8 TO 18 INCHES IN DIAMETER HAVE GROWN UP AROUND THE
 SY3751'STATION.  A TOWER 50-60 FEET HIGH WOULD BE REQUIRED FOR OBSERVING.
 SY3751'
 SY3751'TWO NEW REFERENCE MARKS RECOMMENDED.
 SY3751
 SY3751                          STATION RECOVERY (1953)
 SY3751
 SY3751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3751'THE CENTER MARK WAS FOUND TO BE IN GOOD CONDITION, AND THE
 SY3751'DESCRIPTION FOR THE STATION SITE IS ADEQUATE, AS AMMENDED IN 1943
 SY3751'AND IN 1951.  A FURTHER SEARCH WAS CONDUCTED FOR REFERENCE MARK
 SY3751'NO. 1 BUT IT WAS NOT FOUND.  A CHECK OF THE DISTANCE AND THE
 SY3751'DIRECTION TO THAT REFERENCE MARK INDICATES THAT WIDENING OF NE
 SY3751'24TH STREET HAS DESTROYED THE MARK.
 SY3751'
 SY3751'AS PREVIOUSLY REPORTED, REFERENCE MARK NO. 2 WAS HIT BY A ROAD
 SY3751'GRADER.  IT WAS NOT ADVISEABLE TO RESET THE MARK, BECAUSE OF ITS SIZE
 SY3751'AND THE VULNERABLE LOCATION.  THE DISC WAS REMOVED FROM THE MONUMENT,
 SY3751'AND DESTROYED.
 SY3751'
 SY3751'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK NO. 3 IS A
 SY3751'STANDARD DISC SET FLUSH WITH THE GROUND IN THE TOP OF A CONCRETE
 SY3751'MONUMENT WHICH IS 36 INCHES DEEP AND 10 INCHES IN DIAMETER.  THE
 SY3751'TOP OF THE MONUMENT IS MOULDED WITH A SHORT SECTION OF 8 INCH
 SY3751'STOVE PIPE.  R.M. NO. 3 IS NW OF THE STATION AND ABOUT 2 FEET
 SY3751'INSIDE THE FENCE LINE.  REFERENCE MARK NO. 4 IS SIMILARLY SET,
 SY3751'STAMPED CLYDE NO 4 1953, AND LIES ENE OF THE STATION, 2 FEET INSIDE
 SY3751'OF THE FENCE LINE.  HORIZONTAL DIRECTIONS AND DISTANCES WERE
 SY3751'MEASURED TO THE NEW REFERENCE MARKS AS ABOVE.
 SY3751
 SY3751                          STATION RECOVERY (1960)
 SY3751
 SY3751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JT)
 SY3751'PREVIOUS DESCRIPTION ADEQUATE FOR RECOVERY OF THE STATION.  STATION
 SY3751'MAY BE DESTROYED IF THIS AREA IS CLEARED FOR SUBDIVISION.
 SY3751'
 SY3751'STATION IS NOW IN IMMINENT DANGER OF DESTRUCTION.  FISHER
 SY3751
 SY3751                          STATION RECOVERY (1961)
 SY3751
 SY3751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CMB)
 SY3751'A SEARCH WAS CONDUCTED FOR THE STATION BUT FAILED TO UNCOVER EITHER
 SY3751'STATION OR RMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3746 ***********************************************************************
 SY3746  DESIGNATION -  CLYDE HILL MUNICIPAL STANDPIPE
 SY3746  PID         -  SY3746
 SY3746  STATE/COUNTY-  WA/KING
 SY3746  USGS QUAD   -  
 SY3746
 SY3746                         *CURRENT SURVEY CONTROL
 SY3746  ___________________________________________________________________
 SY3746* NAD 83(1991)-  47 37 49.49065(N)    122 12 47.25795(W)     ADJUSTED  
 SY3746* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 SY3746  ___________________________________________________________________
 SY3746  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 SY3746  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY3746
 SY3746  HORZ ORDER  -  THIRD
 SY3746
 SY3746.The horizontal coordinates were established by classical geodetic methods
 SY3746.and adjusted by the National Geodetic Survey in December 1991..
 SY3746
 SY3746.The orthometric height was scaled from a topographic map.
 SY3746
 SY3746.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3746
 SY3746.The geoid height was determined by GEOID03.
 SY3746
 SY3746;                    North         East     Units Scale Factor Converg.
 SY3746;SPC WA N     -    71,020.266   396,306.932   MT  0.99997823   -1 01 38.2
 SY3746;SPC WA N     -   233,005.66  1,300,216.99   sFT  0.99997823   -1 01 38.2
 SY3746;UTM  10      - 5,275,523.526   559,115.012   MT  0.99964294   +0 34 52.9
 SY3746
 SY3746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3746!SPC WA N     -   0.99998615  x   0.99997823  =   0.99996438
 SY3746!UTM  10      -   0.99998615  x   0.99964294  =   0.99962909
 SY3746
 SY3746                          SUPERSEDED SURVEY CONTROL
 SY3746
 SY3746  NAD 83(1986)-  47 37 49.48350(N)    122 12 47.26362(W) AD(       ) 4
 SY3746  NAD 27      -  47 37 50.12714(N)    122 12 42.81927(W) AD(       ) 3
 SY3746
 SY3746.Superseded values are not recommended for survey control.
 SY3746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3746.See file dsdata.txt to determine how the superseded data were derived.
 SY3746
 SY3746_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5911575524(NAD 83)
 SY3746_MARKER: 52 = STANDPIPE TANK
 SY3746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY3746+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2001
 SY3746
 SY3746  HISTORY     - Date     Condition        Report By
 SY3746  HISTORY     - 1962     FIRST OBSERVED   CGS
 SY3746  HISTORY     - 1973     GOOD             NGS
 SY3746  HISTORY     - 1977     GOOD             NOS
 SY3746  HISTORY     - 1984     GOOD             USPSQD
 SY3746  HISTORY     - 1988     GOOD             USPSQD
 SY3746  HISTORY     - 20011208 GOOD             USPSQD
 SY3746
 SY3746                          STATION DESCRIPTION
 SY3746
 SY3746'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY3746'THE STATION IS THE FINIAL ATOP THE APPROXIMATELY 100-FOOT HIGH,
 SY3746'SILVER COLORED STANDPIPE ON THE SOUTHWESTERN CORNER OF THE CLYDE
 SY3746'HILL SCHOOL GROUNDS AT THE JUNCTION OF NE 24 STREET AND
 SY3746'96 AVE. NE.  CLYDE HILL IS A SEPARATE TOWN ON THE NORTHWESTERN
 SY3746'EDGE OF BELLEVUE.
 SY3746
 SY3746                          STATION RECOVERY (1973)
 SY3746
 SY3746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3746'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  THE STATION IS THE
 SY3746'FINIAL ATOP THE KING COUNTY WATER DISTRICT NO. 68 STANDPIPE, WHICH
 SY3746'IS IN THE NORTH PART OF BELLEVUE AND IN THE EAST EDGE OF THE CLYDE
 SY3746'HILL AREA AND ON THE SOUTHWEST CORNER OF THE CLYDE HILL SCHOOL
 SY3746'GROUNDS.  THE STANDPIPE IS PAINTED GREEN AND IS APPROXIMATELY 100
 SY3746'FEET HIGH.
 SY3746'
 SY3746'TO REACH FROM THE INTERSECTION OF 104 AVE. NE AND NE 24 ST, IN
 SY3746'BELLEVUE, GO WEST ON NE 24 ST. FOR 0.5 MILE TO ENTRANCE TO THE
 SY3746'SCHOOL ON THE LEFT.  TURN LEFT AND GO SOUTHERLY FOR 0.1 MILE TO THE
 SY3746'STANDPIPE ON THE RIGHT.
 SY3746'
 SY3746'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CHINOOK
 SY3746'1973, THE DISTANCE BEING 73.85 FEET OR (22.510) METERS NORTHEAST OF
 SY3746'THE TRIANGULATION STATION.
 SY3746
 SY3746                          STATION RECOVERY (1977)
 SY3746
 SY3746'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY3746'THE STATION WAS RECOVERED AS DESCRIBED.
 SY3746
 SY3746                          STATION RECOVERY (1984)
 SY3746
 SY3746'RECOVERY NOTE BY US POWER SQUADRON 1984 (GCS)
 SY3746'(INTERSECT) RECOVERED GOOD.
 SY3746'
 SY3746'RECOVERED AS DESCRIBED IN 1973 RECOVERY STILL PAINTED GREEN.
 SY3746
 SY3746                          STATION RECOVERY (1988)
 SY3746
 SY3746'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 SY3746'RECOVERED IN GOOD CONDITION.
 SY3746
 SY3746                          STATION RECOVERY (2001)
 SY3746
 SY3746'RECOVERY NOTE BY US POWER SQUADRON 2001 (MCV)
 SY3746'STATION FOUND.  TANK NOW PAINTED GRAY WITH EVERGREEN TREES TO BLEND
 SY3746'WITH NATURAL FOLIAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2895 ***********************************************************************
 SY2895  DESIGNATION -  CO
 SY2895  PID         -  SY2895
 SY2895  STATE/COUNTY-  WA/PIERCE
 SY2895  USGS QUAD   -  GIG HARBOR (1994)
 SY2895
 SY2895                         *CURRENT SURVEY CONTROL
 SY2895  ___________________________________________________________________
 SY2895* NAD 83(1991)-  47 15 27.78365(N)    122 37 13.81779(W)     ADJUSTED  
 SY2895* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 SY2895  ___________________________________________________________________
 SY2895  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 SY2895  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY2895
 SY2895  HORZ ORDER  -  SECOND
 SY2895
 SY2895.The horizontal coordinates were established by classical geodetic methods
 SY2895.and adjusted by the National Geodetic Survey in December 1991..
 SY2895
 SY2895.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2895
 SY2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2895
 SY2895.The geoid height was determined by GEOID03.
 SY2895
 SY2895;                    North         East     Units Scale Factor Converg.
 SY2895;SPC WA S     -   216,060.633   339,521.985   MT  0.99998358   -1 32 25.2
 SY2895;SPC WA S     -   708,858.93  1,113,915.05   sFT  0.99998358   -1 32 25.2
 SY2895;UTM  10      - 5,233,873.822   528,712.290   MT  0.99961013   +0 16 43.4
 SY2895
 SY2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2895!SPC WA S     -   1.00000329  x   0.99998358  =   0.99998687
 SY2895!UTM  10      -   1.00000329  x   0.99961013  =   0.99961342
 SY2895
 SY2895:                Primary Azimuth Mark                     Grid Az
 SY2895:SPC WA S     -  CROM 2                                   010 05 23.0
 SY2895:UTM  10      -  CROM 2                                   008 16 14.4
 SY2895
 SY2895|---------------------------------------------------------------------|
 SY2895| PID    Reference Object                     Distance      Geod. Az  |
 SY2895|                                                           dddmmss.s |
 SY2895| SY2972 CROM 2                              APPROX. 1.5 KM 0083257.8 |
 SY2895| SY2890 WHOLLACHET                          APPROX. 2.0 KM 0605137.7 |
 SY2895| CE3463 CO RM 2                               3.376 METERS 14055     |
 SY2895| CE3462 CO RM 1                              18.610 METERS 30205     |
 SY2895| CE3461 CO RM                                18.600 METERS 30215     |
 SY2895|---------------------------------------------------------------------|
 SY2895
 SY2895                          SUPERSEDED SURVEY CONTROL
 SY2895
 SY2895  NAD 83(1986)-  47 15 27.77847(N)    122 37 13.82820(W) AD(       ) 2
 SY2895  NAD 27      -  47 15 28.42700(N)    122 37 09.37800(W) AD(       ) 2
 SY2895  NGVD 29 (07/19/86)    0.6    (m)            2.     (f) VERT ANG       
 SY2895
 SY2895.Superseded values are not recommended for survey control.
 SY2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2895.See file dsdata.txt to determine how the superseded data were derived.
 SY2895
 SY2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2871233874(NAD 83)
 SY2895_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2895_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY2895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY2895+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 SY2895
 SY2895  HISTORY     - Date     Condition        Report By
 SY2895  HISTORY     - 1935     MONUMENTED       CGS
 SY2895  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY2895  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY2895  HISTORY     - 1980     GOOD             NGS
 SY2895  HISTORY     - 20060314 GOOD             USPSQD
 SY2895
 SY2895                          STATION DESCRIPTION
 SY2895
 SY2895'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2895'STATION IS LOCATED IN HALE PASSAGE, ON THE NE SHORE OF FOX ISLAND,
 SY2895'OPPOSITE WHOLLACHET BAY, ABOUT 40 METERS EASTWARD OF THE FERRY
 SY2895'DOCK AT FOX ISLAND LANDING.  CONCRETE MONUMENT SET IN BEACH ABOUT
 SY2895'2 FEET BELOW HIGH-WATER LEVEL AND 8 METERS FROM BASE OF BLUFF
 SY2895'WHICH IS ABOUT 15 FEET HIGH.  THERE ARE MANY GRANITE BOULDERS ON
 SY2895'THIS SECTION OF BEACH AND A LARGE BOULDER LIES 3 METERS W OF
 SY2895'STATION.
 SY2895'
 SY2895'STATION IS A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED
 SY2895'IN NOTE 1A.
 SY2895'
 SY2895'REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 12C, BY A
 SY2895'STANDARD BRONZE DISK SET IN A LARGE, GRANITE BOULDER CLOSE TO THE
 SY2895'BLUFF, ABOUT MIDWAY BETWEEN DOCK AND STATION.
 SY2895
 SY2895                          STATION RECOVERY (1958)
 SY2895
 SY2895'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY2895'STATION RECOVERED.  REFERENCE MARK RECOVERED BUT STAMPING HAS BEEN
 SY2895'OBLITERATED.
 SY2895'
 SY2895'THE STATION IS 165 FT. S-SE OF THE SE CORNER OF A FIXED PORTION
 SY2895'OF AN OLD OR ABANDONED FERRY DOCK.  IT IS 33 FT. NE OF THE
 SY2895'BOTTOM OF A BLUFF, AND IT IS 117 FT. SE OF THE E SIDE OF A DOCK
 SY2895'AT A POINT OF CONTACT WITH THE BLUFF.
 SY2895
 SY2895                          STATION RECOVERY (1966)
 SY2895
 SY2895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2895'THE STATION MARK IS A STANDARD DISK, STAMPED CO 1935, SET IN A
 SY2895'SQUARE CONCRETE POST 2 INCHES UNDER THE SAND, 18.6 METERS FROM
 SY2895'R.M. 1, 35 FEET EAST OF THE BANK AT THE HIGH WATER LINE, 9.5 FEET
 SY2895'NORTH OF THE NORTH EDGE OF A 4 X 5-FOOT, SEAWEED-COVERED BOULDER
 SY2895'AND ABOUT 40 YARDS SOUTH OF A DOCK.
 SY2895'
 SY2895'THE REFERENCE MARK IS A STANDARD DISK SET IN A 6 X 9-FOOT, DARK
 SY2895'COLORED BOULDER WHICH PROJECTS 3 FEET, ABOUT 20 YARDS SOUTH OF
 SY2895'THE DOCK AND 20 FEET EAST OF THE BANK AT THE HIGH WATER LINE.
 SY2895'
 SY2895'TO REACH THE STATION FROM THE SOUTH END OF THE FOX ISLAND BRIDGE,
 SY2895'GO SOUTHERLY ON THE MAIN ROAD FOR 1.1 MILES TO A CURVE RIGHT, CURVE
 SY2895'RIGHT, LEAVING THE BEACH, AND GO SOUTHERLY 0.3 MILE TO A CURVE
 SY2895'LEFT, CURVE LEFT AND GO EAST 0.8 MILE TO A SERVICE STATION AND
 SY2895'STORE ON THE RIGHT, ON THE SOUTHWEST SIDE OF A CURVE, AND A DOCK
 SY2895'STRAIGHT AHEAD.  DESCEND THE STEPS ON THE SOUTHEAST SIDE OF THE
 SY2895'DOCK TO THE BEACH AND THE STATION.
 SY2895
 SY2895                          STATION RECOVERY (1980)
 SY2895
 SY2895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SY2895'THE STATION MARK AND THE STEM OF REFERENCE MARK 1 WERE RECOVERED
 SY2895'IN GOOD CONDITION. A LONGER DISTANCE OF 0.010 METER WAS NOTED IN
 SY2895'THE DISTANCE TO REFERENCE MARK 1. A NEW DESCRIPTION FOLLOWS.
 SY2895'THE STATION IS LOCATED ON THE NORTH SHORE OF FOX ISLAND, ABOUT 41
 SY2895'METERS SOUTHEAST OF THE OLD, ABANDONED FERRY PIER, 12 METERS
 SY2895'NORTHEAST OF THE BASE OF THE BLUFF AND IT COVERS AT HIGH TIDE.
 SY2895'
 SY2895'TO REACH THE STATION FROM THE NORTH END OF THE FOX ISLAND BRIDGE
 SY2895'CROSS THE BRIDGE AND GO SOUTH ON 3RD AVENUE AND THEN ON ISLAND
 SY2895'BLVD. FOR 1.9 MILES TO A SIDE ROAD ON THE LEFT, GO EAST ON FOX
 SY2895'DRIVE FOR 0.3 MILE TO A SIDE ROAD LEFT, 7TH AVENUE, CONTINUE
 SY2895'AHEAD EAST ON FOX DRIVE TO A SIDE ROAD RIGHT, 9TH AVENUE, AND THE
 SY2895'OLD FERRY PIER AND A SET OF METAL STEPS LEADING DOWN TO THE BEACH.
 SY2895'GO DOWN THE STEPS, THENCE SOUTHEASTWARD ALONG THE BEACH ABOUT 30
 SY2895'PACES TO THE STATION.
 SY2895'
 SY2895'THE STATION IS A STANDARD CGS DISK
 SY2895'STAMPED---CO 1935---,
 SY2895'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 SY2895'FLUSH WITH GROUND.
 SY2895'
 SY2895'REFERENCE MARK NUMBER 1 IS THE STEM OF A DISK WITH ONLY THE ARROW
 SY2895'LEFT, POINTING SOUTHEAST OF THE STATION AND SET IN A DRILL HOLE
 SY2895'IN THE TOP OF A 6 FOOT BY 9 FOOT BOULDER. IT IS THE LARGEST
 SY2895'BOULDER ON THE BEACH IN THE IMMEDIATE AREA.
 SY2895'IT IS ABOUT 1.2 METERS (4 FEET) HIGHER THAN THE STATION.
 SY2895'
 SY2895'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 SY2895'STAMPED---CO 1935 NO 2 1980---,
 SY2895'SET INTO THE TOP OF A BOULDER OF 0.9  METERS
 SY2895'LARGEST DIMENSION.
 SY2895'MARK IS ABOVE STATION 0.6 METERS.
 SY2895'
 SY2895'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.78 METERS.
 SY2895
 SY2895                          STATION RECOVERY (2006)
 SY2895
 SY2895'RECOVERY NOTE BY US POWER SQUADRON 2006 (LAW)
 SY2895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0368 ***********************************************************************
 TR0368  DESIGNATION -  CO 2
 TR0368  PID         -  TR0368
 TR0368  STATE/COUNTY-  WA/ISLAND
 TR0368  USGS QUAD   -  COUPEVILLE (1973)
 TR0368
 TR0368                         *CURRENT SURVEY CONTROL
 TR0368  ___________________________________________________________________
 TR0368* NAD 83(1986)-  48 10 16.     (N)    122 38 16.     (W)     SCALED    
 TR0368* NAVD 88     -        10.925  (meters)      35.84   (feet)  ADJUSTED  
 TR0368  ___________________________________________________________________
 TR0368  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 TR0368  DYNAMIC HT  -          10.928 (meters)      35.85  (feet)  COMP
 TR0368  MODELED GRAV-     980,829.1   (mgal)                       NAVD 88
 TR0368
 TR0368  VERT ORDER  -  FIRST     CLASS II
 TR0368
 TR0368.The horizontal coordinates were scaled from a topographic map and have
 TR0368.an estimated accuracy of +/- 6 seconds.
 TR0368
 TR0368.The orthometric height was determined by differential leveling
 TR0368.and adjusted by the National Geodetic Survey in June 1991..
 TR0368
 TR0368.The geoid height was determined by GEOID03.
 TR0368
 TR0368.The dynamic height is computed by dividing the NAVD 88
 TR0368.geopotential number by the normal gravity value computed on the
 TR0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0368.degrees latitude (g = 980.6199 gals.).
 TR0368
 TR0368.The modeled gravity was interpolated from observed gravity values.
 TR0368
 TR0368;                    North         East    Units  Estimated Accuracy
 TR0368;SPC WA N     -   131,780.      365,810.      MT  (+/- 180 meters Scaled)
 TR0368
 TR0368                          SUPERSEDED SURVEY CONTROL
 TR0368
 TR0368  NGVD 29 (??/??/92)    9.792  (m)           32.13   (f) ADJ UNCH    1 2
 TR0368
 TR0368.Superseded values are not recommended for survey control.
 TR0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0368.See file dsdata.txt to determine how the superseded data were derived.
 TR0368
 TR0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU269353(NAD 83)
 TR0368_MARKER: DD = SURVEY DISK
 TR0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0368_STAMPING: B M CO 2 1943
 TR0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0368+STABILITY: SURFACE MOTION
 TR0368
 TR0368  HISTORY     - Date     Condition        Report By
 TR0368  HISTORY     - 1943     MONUMENTED       DOD
 TR0368  HISTORY     - 1952     GOOD             NGS
 TR0368
 TR0368                          STATION DESCRIPTION
 TR0368
 TR0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0368'7.6 MI SE FROM COUPEVILLE.
 TR0368'6.3 MILES SOUTHEAST ALONG STATE HIGHWAY 1D FROM THE COUNTY COURTHOUSE
 TR0368'AT COUPEVILLE, THENCE 1.3 MILES WEST ALONG AN ASPHALT ROAD LEADING TO
 TR0368'KEYSTONE FERRY, 0.9 MILE EAST AND NORTH ALONG A GRAVEL ROAD FROM B.M.
 TR0368'W 344, AT THE INTERSECTION OF THE ASPHALT AND A GRAVEL ROAD, 147 FEET
 TR0368'NORTH OF THE CENTER LINE OF THE ASPHALT ROAD, 109.0 FEET WEST OF AND
 TR0368'ACROSS THE GRAVEL ROAD FROM THE SOUTHWEST CORNER OF A FARMHOUSE, 21
 TR0368'FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 1.1 FEET SOUTH OF A
 TR0368'WITNESS POST, ABOUT LEVEL WITH THE GRAVEL ROAD, AND SET IN THE TOP OF
 TR0368'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1634 ***********************************************************************
 SC1634  DESIGNATION -  COAL
 SC1634  PID         -  SC1634
 SC1634  STATE/COUNTY-  WA/COWLITZ
 SC1634  USGS QUAD   -  COAL CREEK (1985)
 SC1634
 SC1634                         *CURRENT SURVEY CONTROL
 SC1634  ___________________________________________________________________
 SC1634* NAD 83(1991)-  46 10 50.26052(N)    123 02 32.75027(W)     ADJUSTED  
 SC1634* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 SC1634  ___________________________________________________________________
 SC1634  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 SC1634  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SC1634
 SC1634  HORZ ORDER  -  SECOND
 SC1634
 SC1634.The horizontal coordinates were established by classical geodetic methods
 SC1634.and adjusted by the National Geodetic Survey in December 1991..
 SC1634
 SC1634.The orthometric height was scaled from a topographic map.
 SC1634
 SC1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1634
 SC1634.The geoid height was determined by GEOID03.
 SC1634
 SC1634;                    North         East     Units Scale Factor Converg.
 SC1634;SPC WA S     -    97,339.691   303,742.666   MT  0.99993937   -1 50 48.5
 SC1634;SPC WA S     -   319,355.30    996,529.06   sFT  0.99993937   -1 50 48.5
 SC1634;SPC OR N     -   282,461.231 2,303,719.171   MT  1.00005097   -1 48 11.0
 SC1634;SPC OR N     -   926,710.08  7,558,133.76   iFT  1.00005097   -1 48 11.0
 SC1634;UTM  10      - 5,114,117.686   496,725.205   MT  0.99960013   -0 01 50.2
 SC1634
 SC1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1634!SPC WA S     -   0.99999846  x   0.99993937  =   0.99993783
 SC1634!SPC OR N     -   0.99999846  x   1.00005097  =   1.00004943
 SC1634!UTM  10      -   0.99999846  x   0.99960013  =   0.99959859
 SC1634
 SC1634|---------------------------------------------------------------------|
 SC1634| PID    Reference Object                     Distance      Geod. Az  |
 SC1634|                                                           dddmmss.s |
 SC1634| CE3017 COAL RM 2                            19.682 METERS 10006     |
 SC1634| SC1516 HUNTINGTON 2                        APPROX. 7.6 KM 1145223.4 |
 SC1634| SC1636 DIKE 51.7 DOLPHIN NORTH END         APPROX. 4.0 KM 1775726.1 |
 SC1634| SC1633 WALKER ISLAND SOUTHEAST LIGHT       APPROX. 3.7 KM 1823601.8 |
 SC1634| SC1655 DIKE 53.0 DOLPHIN SOUTH END         APPROX. 2.8 KM 2134041.7 |
 SC1634| SC1652 MAYGER LIGHT                        APPROX. 3.7 KM 2505819.1 |
 SC1634| SC1628 MAYGER TANK                         APPROX. 5.0 KM 2534206.3 |
 SC1634| SC1696 ABERNATHY POINT LIGHT               APPROX. 9.7 KM 2762307.6 |
 SC1634| CE3016 COAL RM 1                            10.028 METERS 27834     |
 SC1634|---------------------------------------------------------------------|
 SC1634
 SC1634                          SUPERSEDED SURVEY CONTROL
 SC1634
 SC1634  NAD 83(1991)-  46 10 50.26052(N)    123 02 32.75027(W) AD(       ) 2
 SC1634  NAD 83(1986)-  46 10 50.27729(N)    123 02 32.74970(W) AD(       ) 2
 SC1634  NAD 27      -  46 10 50.87360(N)    123 02 28.33625(W) AD(       ) 2
 SC1634
 SC1634.Superseded values are not recommended for survey control.
 SC1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1634.See file dsdata.txt to determine how the superseded data were derived.
 SC1634
 SC1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9672514118(NAD 83)
 SC1634_MARKER: Z = SEE DESCRIPTION
 SC1634_SETTING: 0 = UNSPECIFIED SETTING
 SC1634
 SC1634  HISTORY     - Date     Condition        Report By
 SC1634  HISTORY     - 1936     MONUMENTED       CGS
 SC1634  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SC1634
 SC1634                          STATION DESCRIPTION
 SC1634
 SC1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1634'STATION IS ON THE EDGE OF A PROMINENT RIDGE ABOUT 1/2 MILE W OF COAL
 SC1634'CREEK.  IT IS ABOUT 100 METERS SOUTHWARD, OR DOWN THE RIDGE, FROM
 SC1634'THE SOUTHWESTERN CORNER OF THE FENCED FIELD OF THE EASTERLY OF THE
 SC1634'TWO WOHL RANCHES.
 SC1634'
 SC1634'THE SURFACE MARK IS A 3-FOOT SECTION OF 4-INCH CAST-IRON SOIL PIPE,
 SC1634'PROJECTING ABOUT 8 INCHES ABOVE THE GROUND, INTO WHICH WAS
 SC1634'CEMENTED A STANDARD DISK.  THE REFERENCE MARKS ARE LIKEWISE MARKED.
 SC1634'
 SC1634'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SC1634'DESCRIBED IN NOTE 7A.
 SC1634'
 SC1634'TO REACH THE WOHL RANCHES, TURN N FROM OCEAN BEACH HIGHWAY ON THE
 SC1634'EUFAULA ROAD, LEFT ONTO MISQUITO CREEK ROAD FOR 1.3 MILES, LEFT OVER
 SC1634'TWO BRIDGES FOR ABOUT 0.4 MILE, CONTINUE LEFT TO END OF THE ROAD.
 SC1634
 SC1634                          STATION RECOVERY (1967)
 SC1634
 SC1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SC1634'THE STATION MARK, STAMPED COAL 1936, REFERENCE MARK NO. 1, STAMPED NO
 SC1634'1 1936 AND REFERENCE MARK NO. 2, STAMPED NO 2 1936 WERE RECOVERED AS
 SC1634'DESCRIBED.  A METAL WITNESS POST WAS PLACED 1 FOOT NORTH OF THE
 SC1634'STATION MARK.  A METAL POST WAS PLACED 3 FEET EAST OF REFERENCE MARK
 SC1634'NO. 1.  THE DISTANCE TO THE REFERENCE MARKS HAVE BEEN ENTERED IN
 SC1634'REVERSE.  ROADS HAVE CHANGED.  THE FOLLOWING IS A NEW TO REACH.
 SC1634'
 SC1634'TO REACH THE STATION FROM THE LONGVIEW POST OFFICE GO NORTH ON
 SC1634'16TH AVENUE FOR 0.15 MILE TO LOUISANA STREET, TURN LEFT AND GO WEST
 SC1634'ON LOUISANA STREET FOR 0.1 MILE TO OLYMPIA WAY, TURN RIGHT AND GO
 SC1634'NORTHWEST ON OLYMPIA WAY FOR 0.5 MILE TO U.S. HIGHWAY 830, TURN LEFT
 SC1634'AND GO WEST ON U.S. HIGHWAY 830 FOR 4.4 MILES TO COAL CREEK ROAD
 SC1634'ON THE RIGHT, TURN RIGHT AND GO NORTHWEST ON COAL CREEK ROAD FOR 0.6
 SC1634'MILE TO HARMONY DRIVE AT A FORK, TAKE LEFT FORK AND GO WEST ON
 SC1634'HARMONY DRIVE FOR 1.4 MILES TO A FORK, JUST AFTER PASSING A MOBIL
 SC1634'SERVICE STATION ON THE LEFT, TAKE THE LEFT FORK, OLD STELLA ROAD,
 SC1634'AND GO SOUTH FOR 0.4 MILE TO WOHL ROAD ON THE LEFT, TURN LEFT AND GO
 SC1634'SOUTHEAST ON WOHL ROAD FOR 0.7 MILE TO THE END OF THE ROAD AT A
 SC1634'DWELLING.  WHEN THE HAY CROP HAS BEEN TAKEN OFF AND THE WEATHER IS
 SC1634'DRY IT IS POSSIBLE TO DRIVE SOUTH ACROSS THE HAY-FIELD FOR 0.25
 SC1634'MILE TO THE END OF THE FIELD, THEN DRIVE WEST ACROSS THE SOUTH END
 SC1634'OF THE FIELD FOR 0.1 MILE TO THE CORNER OF THE FIELD AND THE END OF
 SC1634'TRUCK TRAVEL.  PACK SOUTHWEST DOWN THE SLOPE ON A TRAIL FOR 300 FEET
 SC1634'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1264 ***********************************************************************
 SW1264  DESIGNATION -  COAL
 SW1264  PID         -  SW1264
 SW1264  STATE/COUNTY-  WA/LINCOLN
 SW1264  USGS QUAD   -  LAMONA (1969)
 SW1264
 SW1264                         *CURRENT SURVEY CONTROL
 SW1264  ___________________________________________________________________
 SW1264* NAD 83(1991)-  47 20 53.62963(N)    118 29 09.57862(W)     ADJUSTED  
 SW1264* NAVD 88     -       615.     (meters)    2018.     (feet)  SCALED    
 SW1264  ___________________________________________________________________
 SW1264  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 SW1264  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 SW1264
 SW1264  HORZ ORDER  -  SECOND
 SW1264
 SW1264.The horizontal coordinates were established by classical geodetic methods
 SW1264.and adjusted by the National Geodetic Survey in December 1991..
 SW1264
 SW1264.The orthometric height was scaled from a topographic map.
 SW1264
 SW1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1264
 SW1264.The geoid height was determined by GEOID03.
 SW1264
 SW1264;                    North         East     Units Scale Factor Converg.
 SW1264;SPC WA N     -    41,422.176   677,344.100   MT  1.00003177   +1 44 51.5
 SW1264;SPC WA N     -   135,899.26  2,222,253.10   sFT  1.00003177   +1 44 51.5
 SW1264;SPC WA S     -   225,908.964   652,163.147   MT  1.00000344   +1 27 46.7
 SW1264;SPC WA S     -   741,169.66  2,139,638.59   sFT  1.00000344   +1 27 46.7
 SW1264;UTM  11      - 5,244,933.459   387,763.574   MT  0.99975481   -1 05 34.9
 SW1264
 SW1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1264!SPC WA N     -   0.99990667  x   1.00003177  =   0.99993844
 SW1264!SPC WA S     -   0.99990667  x   1.00000344  =   0.99991011
 SW1264!UTM  11      -   0.99990667  x   0.99975481  =   0.99966150
 SW1264
 SW1264|---------------------------------------------------------------------|
 SW1264| PID    Reference Object                     Distance      Geod. Az  |
 SW1264|                                                           dddmmss.s |
 SW1264| CF1240 COAL RM 1                             9.940 METERS 19523     |
 SW1264| CF1241 COAL RM 2                            10.004 METERS 26949     |
 SW1264| SW1277 SYLVAN                              APPROX. 6.9 KM 2835801.4 |
 SW1264|---------------------------------------------------------------------|
 SW1264
 SW1264                          SUPERSEDED SURVEY CONTROL
 SW1264
 SW1264  NAD 83(1986)-  47 20 53.64134(N)    118 29 09.57045(W) AD(       ) 2
 SW1264  NAD 27      -  47 20 54.10230(N)    118 29 05.62340(W) AD(       ) 2
 SW1264
 SW1264.Superseded values are not recommended for survey control.
 SW1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1264.See file dsdata.txt to determine how the superseded data were derived.
 SW1264
 SW1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN8776444933(NAD 83)
 SW1264_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1264_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1264
 SW1264  HISTORY     - Date     Condition        Report By
 SW1264  HISTORY     - 1960     MONUMENTED       CGS
 SW1264  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1264
 SW1264                          STATION DESCRIPTION
 SW1264
 SW1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 SW1264'THE STATION IS 14 MILES SOUTHWEST OF HARRINGTON, 10 MILES NORTHEAST
 SW1264'OF ODESSA, AND 1 MILE SOUTH OF THE VILLAGE OF LAMONA ON THE SUMMIT
 SW1264'OF THE HIGHEST ELEVATION 100 YARDS EAST OF A T ROAD INTERSECTION,
 SW1264'150 YARDS NORTH OF AN ABANDONED TWO STORY RANCH HOUSE, 15 FEET NORTH
 SW1264'OF THE CENTER LINE OF AN EAST-WEST ROAD AND IN THE SHOULDER OF THE
 SW1264'ROAD 3 FEET WEST OF A METAL WITNESS POST.
 SW1264'
 SW1264'TO REACH FROM THE POST OFFICE AT LAMONA, GO EAST FOR 200 YARDS THENCE
 SW1264'SOUTH ON AN OILED ROAD FOR 0.9 MILE TO THE SUMMIT OF THE RIDGE AND
 SW1264'A T ROAD INTERSECTION, TURN LEFT, EAST, FOR 100 YARDS TO THE
 SW1264'STATION ON THE LEFT, NORTH, SIDE OF THE ROAD.
 SW1264'
 SW1264'THE STATION AND UNDERGROUND MARKS, STAMPED COAL 1960, ARE STANDARD
 SW1264'DISKS WITH THE SURFACE MARK SET IN A CYLINDRICAL CONCRETE MONUMENT
 SW1264'PROJECTING 4 INCHES.
 SW1264'
 SW1264'REFERENCE MARK 1, STAMPED COAL NO 1 1960, IS A STANDARD DISK SET IN
 SW1264'A CYLINDRICAL CONCRETE MONUMENT SET AT THE SHOULDER OF THE SOUTH
 SW1264'SIDE OF THE ROAD AND LEVEL WITH SAME.  IT IS PROJECTING 4 INCHES
 SW1264'AND IS 1-FOOT EAST OF A METAL WITNESS POST.
 SW1264'
 SW1264'REFERENCE MARK 2, STAMPED COAL NO 2 1960, IS A STANDARD DISK SET IN
 SW1264'A CYLINDRICAL CONCRETE MONUMENT SET AT THE SHOULDER OF THE NORTH
 SW1264'SIDE OF THE ROAD AND 1-FOOT LOWER THAN THE ROAD.  IT IS PROJECTING 2
 SW1264'INCHES AND IS 1-FOOT EAST OF A METAL WITNESS POST.
 SW1264
 SW1264                          STATION RECOVERY (1965)
 SW1264
 SW1264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1264'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED AS
 SW1264'DESCRIBED.
 SW1264'
 SW1264'THE STATION MARK IS 320 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 SW1264'ROAD.  A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION
 SW1264'MARK.  THE CROSSROADS AT LAMONA ARE 10.1 MILES EAST ON STATE
 SW1264'HIGHWAY 28 FROM THE POST OFFICE IN ODESSA.
 SW1264'
 SW1264'THE STATION IS NEAR THE SOUTHWEST CORNER OF SECTION 36, T 22 N, R
 SW1264'34 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2424 ***********************************************************************
 SA2424  DESIGNATION -  COAL
 SA2424  PID         -  SA2424
 SA2424  STATE/COUNTY-  WA/YAKIMA
 SA2424  USGS QUAD   -  CAIRN HOPE PEAK (1978)
 SA2424
 SA2424                         *CURRENT SURVEY CONTROL
 SA2424  ___________________________________________________________________
 SA2424* NAD 83(1991)-  46 36 31.43171(N)    119 53 05.62371(W)     ADJUSTED  
 SA2424* NAVD 88     -       754.8    (meters)    2476.     (feet)  VERTCON   
 SA2424  ___________________________________________________________________
 SA2424  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 SA2424  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 SA2424
 SA2424  HORZ ORDER  -  SECOND
 SA2424
 SA2424.The horizontal coordinates were established by classical geodetic methods
 SA2424.and adjusted by the National Geodetic Survey in December 1991..
 SA2424
 SA2424.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2424
 SA2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2424
 SA2424.The geoid height was determined by GEOID03.
 SA2424
 SA2424;                    North         East     Units Scale Factor Converg.
 SA2424;SPC WA S     -   141,943.997   547,118.312   MT  0.99991468   +0 26 48.5
 SA2424;SPC WA S     -   465,694.60  1,795,004.00   sFT  0.99991468   +0 26 48.5
 SA2424;UTM  11      - 5,165,728.528   279,083.328   MT  1.00019992   -2 05 50.1
 SA2424
 SA2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2424!SPC WA S     -   0.99988499  x   0.99991468  =   0.99979968
 SA2424!UTM  11      -   0.99988499  x   1.00019992  =   1.00008489
 SA2424
 SA2424:                Primary Azimuth Mark                     Grid Az
 SA2424:SPC WA S     -  COAL AZ MK                               063 06 58.3
 SA2424:UTM  11      -  COAL AZ MK                               065 39 36.9
 SA2424
 SA2424|---------------------------------------------------------------------|
 SA2424| PID    Reference Object                     Distance      Geod. Az  |
 SA2424|                                                           dddmmss.s |
 SA2424| CF4674 COAL AZ MK                                         0633346.8 |
 SA2424| CF4676 COAL RM 2                             8.810 METERS 16339     |
 SA2424| CF4675 COAL RM 1                            10.585 METERS 24924     |
 SA2424|---------------------------------------------------------------------|
 SA2424
 SA2424                          SUPERSEDED SURVEY CONTROL
 SA2424
 SA2424  NAD 83(1991)-  46 36 31.43979(N)    119 53 05.62053(W) AD(       ) 2
 SA2424  NAD 83(1986)-  46 36 31.44095(N)    119 53 05.61278(W) AD(       ) 2
 SA2424  NAD 27      -  46 36 31.96836(N)    119 53 01.46232(W) AD(       ) 2
 SA2424  NGVD 29 (07/19/86)  753.7    (m)         2473.     (f) VERT ANG       
 SA2424
 SA2424.Superseded values are not recommended for survey control.
 SA2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2424.See file dsdata.txt to determine how the superseded data were derived.
 SA2424
 SA2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM7908365729(NAD 83)
 SA2424_MARKER: DD = SURVEY DISK
 SA2424_SETTING: 80 = SET IN A BOULDER
 SA2424_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SA2424
 SA2424  HISTORY     - Date     Condition        Report By
 SA2424  HISTORY     - 1926     MONUMENTED       USGS
 SA2424  HISTORY     - 1947     GOOD             USGS
 SA2424  HISTORY     - 1982     GOOD             KAISER
 SA2424
 SA2424                          STATION DESCRIPTION
 SA2424
 SA2424'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (WRH)
 SA2424'THE STATION IS ABOUT 4 MILES WEST FROM JUNIPER SPRINGS.  ON A
 SA2424'ROUND HILL ON THE DIVIDE BETWEEN COLD CREEK AND THE COLUMBIA RIVER,
 SA2424'AND ALMOST OPPOSITE THE LOWER END OF PRIEST RAPIDS.
 SA2424'
 SA2424'THE STATION IS A USGS DISK, UNSTAMPED, SET IN DRILL HOLE IN A
 SA2424'BOULDER FLUSH WITH THE GROUND.
 SA2424'
 SA2424'REFERENCE MARK NUMBER 1 IS A USGS RM, STAMPED COAL 1926 NO 1, SET
 SA2424'IN DRILL HOLE IN A BOULDER PROJECTING 2 INCHES AND ABOUT STATION
 SA2424'ELEVATION.
 SA2424'
 SA2424'REFERENCE MARK NUMBER 2 IS A USGS RM, STAMPED COAL 1926 NO 2,
 SA2424'SET IN DRILL HOLE IN A BOULDER PROJECTING 4 INCHES AND ABOUT
 SA2424'STATION ELEVATION.
 SA2424'
 SA2424'THE AZIMUTH MARK IS A STANDARD USC AND GS DISK, STAMPED COAL USGS
 SA2424'1947, SET IN A DRILL HOLE IN A BOULDER PROJECTING 6 INCHES.  TO
 SA2424'REACH FROM THE STATION GO EAST NORTHEAST FOR 0.4 MILE.  IT IS ON
 SA2424'TOP OF A SMALL KNOLL 100 YARDS NORTH OF ROAD LEADING TO STATION.
 SA2424'
 SA2424'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RICHLAND, GO
 SA2424'NORTH TOWARDS HANFORD FOR 5.6 MILES TO M.P. GATE (GOVERNMENT
 SA2424'RESTRICTED AREA).  CONTINUE ON HIGHWAY FOR 8.2 MILES TO T
 SA2424'ROAD.  CONTINUE STRAIGHT AHEAD FOR 7.9 MILES TO
 SA2424'CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 8.5 MILES TO
 SA2424'M.P. GATE.  CONTINUE STRAIGHT AHEAD THROUGH GATE AND TAKE RIGHT
 SA2424'FORK, OLD HIGHWAY, AND GO 3.1 MILES TO WHERE HIGHWAY CURVES TO
 SA2424'THE LEFT.  CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 4.1 MILES TO
 SA2424'A TRACK ROAD ON THE RIGHT.  TURN RIGHT ON TRACK ROAD AND GO
 SA2424'1.6 MILES TO THE TOP OF RIDGE.  TURN SHARP LEFT ON OLD TRACK
 SA2424'ROAD AND GO 2.1 MILES TO THE NORTH SIDE OF ROUND HILL.  TURN
 SA2424'LEFT UP HILL FOR 100 YARDS TO SUMMIT AND STATION.
 SA2424
 SA2424                          STATION RECOVERY (1982)
 SA2424
 SA2424'RECOVERY NOTE BY KAISER INDUSTRIES CORPORATION 1982 (ARG)
 SA2424'THE MARK WAS FOUND IN GOOD CONDITION, THE STATION MARK CAP IS
 SA2424'UNSTAMPED BUT REFERENCE MARKS ARE STAMPED.
 SA2424'
 SA2424'ORIGINAL DESCRIPTION IS GOOD.
 SA2424'
 SA2424'THE STATION ELEVATION IS 2473 FEET (753.8 METERS).
 SA2424'
 SA2424'THE STATION IS A STANDARD US GEOLOGICAL SURVEY DISK SET INTO A
 SA2424'BOULDER.
 SA2424'
 SA2424'REFERENCE MARK NO. 1 IS A STANDARD US GEOLOGICAL SURVEY DISK
 SA2424'STAMPED---COAL 1926 NO 1---PROJECTING 2 INCHES ABOVE THE GROUND
 SA2424'SET INTO THE TOP OF A BOULDER.
 SA2424'
 SA2424'REFERENCE MARK NO. 2 IS A STANDARD US GEOLOGICAL SURVEY DISK
 SA2424'STAMPED---COAL 1926 NO 2---PROJECTING 4 INCHES ABOVE THE GROUND
 SA2424'SET INTO THE TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3605 ***********************************************************************
 SY3605  DESIGNATION -  COAL 1919
 SY3605  PID         -  SY3605
 SY3605  STATE/COUNTY-  WA/KING
 SY3605  USGS QUAD   -  AUBURN (1994)
 SY3605
 SY3605                         *CURRENT SURVEY CONTROL
 SY3605  ___________________________________________________________________
 SY3605* NAD 83(1991)-  47 34 13.66077(N)    122 11 26.75981(W)     ADJUSTED  
 SY3605* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY3605  ___________________________________________________________________
 SY3605  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 SY3605  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SY3605
 SY3605  HORZ ORDER  -  THIRD
 SY3605
 SY3605.The horizontal coordinates were established by classical geodetic methods
 SY3605.and adjusted by the National Geodetic Survey in December 1991..
 SY3605
 SY3605.The orthometric height was scaled from a topographic map.
 SY3605
 SY3605.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3605
 SY3605.The geoid height was determined by GEOID03.
 SY3605
 SY3605;                    North         East     Units Scale Factor Converg.
 SY3605;SPC WA N     -    64,325.834   397,869.613   MT  0.99998760   -1 00 38.3
 SY3605;SPC WA N     -   211,042.34  1,305,343.89   sFT  0.99998760   -1 00 38.3
 SY3605;UTM  10      - 5,268,877.841   560,864.374   MT  0.99964552   +0 35 50.4
 SY3605
 SY3605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3605!SPC WA N     -   1.00000320  x   0.99998760  =   0.99999080
 SY3605!UTM  10      -   1.00000320  x   0.99964552  =   0.99964871
 SY3605
 SY3605|---------------------------------------------------------------------|
 SY3605| PID    Reference Object                     Distance      Geod. Az  |
 SY3605|                                                           dddmmss.s |
 SY3605| SY3694 SLOUGH 1919                         398.141 METERS 01708     |
 SY3605| SY3602 CASTLE 2 1919                       APPROX. 2.1 KM 1930828.6 |
 SY3605| SY3672 WHITE FLAGPOLE                      APPROX. 1.5 KM 2464731.2 |
 SY3605| SY3645 NEW BARN EAST GABLE                 APPROX. 1.0 KM 2841634.4 |
 SY3605|---------------------------------------------------------------------|
 SY3605
 SY3605                          SUPERSEDED SURVEY CONTROL
 SY3605
 SY3605  NAD 83(1986)-  47 34 13.65537(N)    122 11 26.76556(W) AD(       ) 3
 SY3605  NAD 27      -  47 34 14.30000(N)    122 11 22.32800(W) AD(       ) 3
 SY3605
 SY3605.Superseded values are not recommended for survey control.
 SY3605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3605.See file dsdata.txt to determine how the superseded data were derived.
 SY3605
 SY3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6086468878(NAD 83)
 SY3605
 SY3605  HISTORY     - Date     Condition        Report By
 SY3605  HISTORY     - 1919     MONUMENTED       CGS
 SY3605
 SY3605                          STATION DESCRIPTION
 SY3605
 SY3605'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3605'THIS IS A MAIN SCHEME STATION LOCATED IN AN OPEN COAL FIELD,
 SY3605'WHERE EXCAVATION IS BEING CARRIED ON.  ORIGINAL POINT WAS DESTROYED
 SY3605'AND STATION COULD NOT BE RECOVERED AND MARKED.  ON THE E SHORE
 SY3605'NEAR COAL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1019 ***********************************************************************
 SB1019  DESIGNATION -  COAL CREEK
 SB1019  PID         -  SB1019
 SB1019  STATE/COUNTY-  WA/LEWIS
 SB1019  USGS QUAD   -  OHANAPECOSH HOT SPRINGS (1989)
 SB1019
 SB1019                         *CURRENT SURVEY CONTROL
 SB1019  ___________________________________________________________________
 SB1019* NAD 83(1991)-  46 38 52.81248(N)    121 36 56.78576(W)     ADJUSTED  
 SB1019* NAVD 88     -       372.0    (meters)    1220.     (feet)  VERTCON   
 SB1019  ___________________________________________________________________
 SB1019  LAPLACE CORR-           8.53  (seconds)                    DEFLEC99
 SB1019  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 SB1019
 SB1019  HORZ ORDER  -  THIRD
 SB1019
 SB1019.The horizontal coordinates were established by classical geodetic methods
 SB1019.and adjusted by the National Geodetic Survey in December 1991..
 SB1019
 SB1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1019
 SB1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1019
 SB1019.The geoid height was determined by GEOID03.
 SB1019
 SB1019;                    North         East     Units Scale Factor Converg.
 SB1019;SPC WA S     -   146,729.652   414,593.090   MT  0.99991520   -0 48 37.8
 SB1019;SPC WA S     -   481,395.53  1,360,210.83   sFT  0.99991520   -0 48 37.8
 SB1019;UTM  10      - 5,166,979.725   605,925.151   MT  0.99973791   +1 00 23.9
 SB1019
 SB1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1019!SPC WA S     -   0.99994477  x   0.99991520  =   0.99985998
 SB1019!UTM  10      -   0.99994477  x   0.99973791  =   0.99968270
 SB1019
 SB1019:                Primary Azimuth Mark                     Grid Az
 SB1019:SPC WA S     -  COAL CREEK AZ MK                         064 51 38.6
 SB1019:UTM  10      -  COAL CREEK AZ MK                         063 02 36.9
 SB1019
 SB1019|---------------------------------------------------------------------|
 SB1019| PID    Reference Object                     Distance      Geod. Az  |
 SB1019|                                                           dddmmss.s |
 SB1019| CF4239 COAL CREEK AZ MK                                   0640300.8 |
 SB1019| CF4240 COAL CREEK RM 1                      12.576 METERS 12828     |
 SB1019| SB1020 219 Z USE 1946 RM 2                  11.769 METERS 24547     |
 SB1019| SB1031 BUTTER                              APPROX. 4.4 KM 2963313.6 |
 SB1019|---------------------------------------------------------------------|
 SB1019
 SB1019                          SUPERSEDED SURVEY CONTROL
 SB1019
 SB1019  NAD 83(1986)-  46 38 52.83203(N)    121 36 56.77979(W) AD(       ) 3
 SB1019  NAD 27      -  46 38 53.42600(N)    121 36 52.46700(W) AD(       ) 3
 SB1019  NGVD 29 (07/19/86)  370.9    (m)         1217.     (f) VERT ANG       
 SB1019
 SB1019.Superseded values are not recommended for survey control.
 SB1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1019.See file dsdata.txt to determine how the superseded data were derived.
 SB1019
 SB1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS0592566980(NAD 83)
 SB1019_MARKER: DS = TRIANGULATION STATION DISK
 SB1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB1019
 SB1019  HISTORY     - Date     Condition        Report By
 SB1019  HISTORY     - 1946     MONUMENTED       CGS
 SB1019  HISTORY     - 1969     MARK NOT FOUND   CGS
 SB1019
 SB1019                          STATION DESCRIPTION
 SB1019
 SB1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 SB1019'ABOUT 4 MILES NORTHEAST OF PACKWOOD, ABOUT 0.5 MILE SOUTH OF THE
 SB1019'OHANAPECOSH RIVER, 0.1 MILE SOUTHWEST OF COAL CREEK, 52 FEET
 SB1019'SOUTHWEST OF A TELEPHONE POLE AND 16 FEET NORTH OF STATE HIGHWAY
 SB1019'NUMBER 5.
 SB1019'
 SB1019'TO REACH FROM THE POST OFFICE IN PACKWOOD.  GO NORTH AND EAST
 SB1019'ON STATE HIGHWAY NUMBER 5 FOR 4.0 MILES TO THE STATION ON THE
 SB1019'LEFT HAND SIDE OF THE ROAD.
 SB1019'
 SB1019'THE STATION IS A STANDARD DISK, STAMPED COAL CREEK 1946, SET
 SB1019'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 1 INCH.
 SB1019'
 SB1019'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED COAL CREEK
 SB1019'NO 1 1946, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 SB1019'PROJECTS ABOUT 1 INCH AND IS LEVEL WITH THE STATION.  IT IS
 SB1019'22.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NUMBER 5 AND
 SB1019'13 FEET 13 FEET WEST OF THE CENTER OF A TRACK ROAD.
 SB1019'
 SB1019'REFERENCE MARK NUMBER 2 IS A U.S. ARMY ENGINEERS CONTROL
 SB1019'STATION BRONZE DISK SET IN THE TOP OF SQUARE CONCRETE POST THAT
 SB1019'PROJECTS ABOUT 8 INCHES AND IS ABOUT LEVEL WITH THE STATION.  IT
 SB1019'IS 21.4 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY NUMBER
 SB1019'5 AND 3 FEET SOUTH OF A LARGE STUMP.  IT IS STAMPED 219 Z 1946.
 SB1019'
 SB1019'THE AZIMUTH MARK IS A U.S. ARMY ENGINEERS CONTROL STATION
 SB1019'AZIMUTH MARK, DISK, STAMPED 219 Z 1946, SET IN THE TOP OF A SQUARE
 SB1019'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 0.1 MILE
 SB1019'NORTHEAST OF THE STATION, 31 FEET NORTHEAST OF THE CENTER OF THE
 SB1019'HIGHWAY BRIDGE WHICH SPANS COAL CREEK, 12 FEET SOUTH OF THE
 SB1019'CENTERLINE OF STATE HIGHWAY NUMBER 5 AND 2 FEET NORTHEAST OF THE
 SB1019'SOUTHEAST BRIDGE ABUTTMENT.
 SB1019'
 SB1019'SUBSTITUTE STATION 65 V 31-A IS THE CENTER OF INTERSECTION OF A
 SB1019'GRADED ROAD AND THE HIGHWAY.  IT IS 0.1 METER HIGHER THAN THE
 SB1019'STATION.
 SB1019
 SB1019                          STATION RECOVERY (1969)
 SB1019
 SB1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SB1019'THE STATION MARK AND REFERENCE MARK NO. 1 WERE NOT FOUND.  REFERENCE
 SB1019'MARK NO. 2 WAS FOUND DESTROYED.  THE CONCRETE POST CONTAINING THE
 SB1019'DISK WAS FOUND LAYING ON TOP OF THE GROUND.  THE AZIMUTH MARK WAS
 SB1019'FOUND IN GOOD CONDITION.
 SB1019'
 SB1019'THE STATION MARK WAS REPORTED TO BE 6 INCHES BELOW GROUND IN 1957,
 SB1019'AND A LOT OF DIGGING AND PRODDING WAS DONE IN THE AREA IN HOPES OF
 SB1019'FINDING THE MARK, BUT WITHOUT SUCCESS.  THE AREA IS FULL OF ROCKS
 SB1019'BURIED ABOUT THIS DEPTH, WHICH MAKES PRODDING ALONE ALMOST
 SB1019'USELESS, AND THE EXACT POINT TO DIG COULD NOT BE DETERMINED.  THE
 SB1019'STATION MARK COULD STILL BE IN PLACE, BUT A NEW ROAD BEING
 SB1019'BUILT WILL PROBABLY DESTROY IT OR BURY IT EVEN DEEPER.
 SB1019'DIGGING WAS ALSO DONE FOR REFERENCE MARK NO. 1, BUT HERE AGAIN,
 SB1019'THE EXACT LOCATION COULD NOT BE DETERMINED AND THE SEARCH WAS
 SB1019'UNSUCCESSFUL.
 SB1019'
 SB1019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SB1019'VICINITY OF PACKWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3559 ***********************************************************************
 SY3559  DESIGNATION -  COAL CREEK 1936
 SY3559  PID         -  SY3559
 SY3559  STATE/COUNTY-  WA/KING
 SY3559  USGS QUAD   -  BLACK DIAMOND (1994)
 SY3559
 SY3559                         *CURRENT SURVEY CONTROL
 SY3559  ___________________________________________________________________
 SY3559* NAD 83(1991)-  47 32 42.03110(N)    122 06 27.20548(W)     ADJUSTED  
 SY3559* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 SY3559  ___________________________________________________________________
 SY3559  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 SY3559  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SY3559
 SY3559  HORZ ORDER  -  FIRST
 SY3559
 SY3559.The horizontal coordinates were established by classical geodetic methods
 SY3559.and adjusted by the National Geodetic Survey in December 1991..
 SY3559
 SY3559.The orthometric height was scaled from a topographic map.
 SY3559
 SY3559.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3559
 SY3559.The geoid height was determined by GEOID03.
 SY3559
 SY3559;                    North         East     Units Scale Factor Converg.
 SY3559;SPC WA N     -    61,389.333   404,082.676   MT  0.99999191   -0 56 55.3
 SY3559;SPC WA N     -   201,408.17  1,325,727.91   sFT  0.99999191   -0 56 55.3
 SY3559;UTM  10      - 5,266,117.732   567,155.236   MT  0.99965542   +0 39 30.5
 SY3559
 SY3559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3559!SPC WA N     -   0.99993653  x   0.99999191  =   0.99992844
 SY3559!UTM  10      -   0.99993653  x   0.99965542  =   0.99959197
 SY3559
 SY3559                          SUPERSEDED SURVEY CONTROL
 SY3559
 SY3559  NAD 83(1986)-  47 32 42.02346(N)    122 06 27.21231(W) AD(       ) 1
 SY3559  NAD 27      -  47 32 42.66000(N)    122 06 22.78000(W) AD(       ) 1
 SY3559
 SY3559.Superseded values are not recommended for survey control.
 SY3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3559.See file dsdata.txt to determine how the superseded data were derived.
 SY3559
 SY3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6715566118(NAD 83)
 SY3559_MARKER: Z = SEE DESCRIPTION
 SY3559_SETTING: 0 = UNSPECIFIED SETTING
 SY3559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3559
 SY3559  HISTORY     - Date     Condition        Report By
 SY3559  HISTORY     - 1936     MONUMENTED       WAGS
 SY3559  HISTORY     - 1949     SEE DESCRIPTION  LOCSUR
 SY3559  HISTORY     - 1957     SEE DESCRIPTION  DMA
 SY3559  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY3559
 SY3559                          STATION DESCRIPTION
 SY3559
 SY3559'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SY3559'STATION IS LOCATED APPROXIMATELY 1 MILE NE OF THE TOWN OF COAL CREEK
 SY3559'AND ABOUT 6 MILES W OF ISSAQUAH.
 SY3559'
 SY3559'STATION MARK IS A STANDARD STATE SURVEY DISK WEDGED IN A DRILL HOLE
 SY3559'IN A BOULDER, AND STAMPED KING COUNTY AERIAL SURVEY.
 SY3559'
 SY3559'THE STATION IS REACHED AS FOLLOWS--FROM THE BRIDGE IN THE TOWN OF
 SY3559'COAL CREEK WHICH CROSSES COAL CREEK SWING AROUND THE CURVE ON THE
 SY3559'HIGHWAY, TAKE THE LEFT FORK CONTINUING ON THE MAIN HIGHWAY GOING N
 SY3559'0.9 MILE, TAKE THE RIGHT FORK E WHICH SWINGS S THEN N AND THEN
 SY3559'DIRECTLY E ON A SHARP TURN, GO 1.2 MILES.  TAKE THE RIGHT FORK
 SY3559'WINDING UP THE HILL (S) 0.3 MILE WHERE YOU BREAK OUT OF THE TIMBER
 SY3559'ONTO A FARM.  THE MARK LIES 100 FEET S OF A FORK TO THE RIGHT
 SY3559'WINDING UP THE HILL THROUGH THE FIELD AND IS 160 FEET W OF THE MOST
 SY3559'WESTERLY TREE IN THE ORCHARD.  100 FEET E FROM THE TIMBER ON THE W
 SY3559'SIDE OF THE FIELD, 350 FEET DIRECTLY W OF THE SW CORNER OF THE
 SY3559'HOUSE IN THE ORCHARD, 121 FEET N OF THE S LINE OF THE SECTION, 792
 SY3559'FEET E OF THE SW CORNER OF THE SECTION.
 SY3559'
 SY3559'STATION COAL CREEK ECCENTRIC LIES 327.90 FEET (SLOPE) ON A MAGNETIC
 SY3559'BEARING S 16 DEG 30 MIN 47 SEC W.
 SY3559'
 SY3559'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY3559
 SY3559                          STATION RECOVERY (1949)
 SY3559
 SY3559'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949 (VJC)
 SY3559'NOT FOUND.  A SURVEY LINE WAS RUN TO THE POSITION OF COAL CREEK FROM
 SY3559'A CLOSED TRAVERSE.  MONUMENT WAS NOT FOUND.
 SY3559
 SY3559                          STATION RECOVERY (1957)
 SY3559
 SY3559'RECOVERY NOTE BY DEFENSE MAP AGENCY 1957
 SY3559'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 SY3559'
 SY3559'A THOROUGH SEARCH FAILED TO REVEAL ANY SIGN OF REFERENCE MARK 1.
 SY3559'
 SY3559'NO SEARCH MADE FOR AZIMUTH MARK.
 SY3559'
 SY3559'A LARGE STUMP MENTIONED IN ORIGINAL DESCRIPTION OF REFERENCE MARK 2
 SY3559'HAS BEEN REMOVED.  REFERENCE MARK 2 IS 45 FEET NNE OF INTERSECTION
 SY3559'OF CENTERLINE OF GRAVEL ROAD AND W EDGE OF STATE HIGHWAY 5.
 SY3559'
 SY3559'LINE OF SIGHT CLEAR ONLY TO N AND W WHEN STATION IS OCCUPIED WITH
 SY3559'TRIPOD.  STATION IS 6 INCHES BELOW GROUND LEVEL.
 SY3559
 SY3559                          STATION RECOVERY (1969)
 SY3559
 SY3559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY3559'THE STATION MARK AND REFERENCE MARK NO. 1 WERE NOT FOUND.  REFERENCE
 SY3559'MARK NO. 2 WAS FOUND DESTROYED.  THE CONCRETE POST CONTAINING THE
 SY3559'DISK WAS FOUND LAYING ON TOP OF THE GROUND.  THE AZIMUTH MARK WAS
 SY3559'FOUND IN GOOD CONDITION.
 SY3559'
 SY3559'THE STATION MARK WAS REPORTED TO BE 6 INCHES BELOW GROUND IN 1957,
 SY3559'AND A LOT OF DIGGING AND PRODDING WAS DONE IN THE AREA IN HOPES OF
 SY3559'FINDING THE MARK, BUT WITHOUT SUCCESS.  THE AREA IS FULL OF ROCKS
 SY3559'BURIED ABOUT THIS DEPTH, WHICH MAKES PRODDING ALONE ALMOST USELESS,
 SY3559'AND THE EXACT POINT TO DIG COULD NOT BE DETERMINED.  THE STATION
 SY3559'MARK COULD STILL BE IN PLACE, BUT A NEW ROAD BEING BUILT WILL
 SY3559'PROBABLY DESTROY IT OR BURY IT EVEN DEEPER.  DIGGING WAS ALSO DONE
 SY3559'FOR REFERENCE MARK NO. 1, BUT HERE AGAIN, THE EXACT LOCATION COULD
 SY3559'NOT BE DETERMINED AND THE SEARCH WAS UNSUCCESSFUL.
 SY3559'
 SY3559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN VICINITY OF
 SY3559'PACKWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3558 ***********************************************************************
 SY3558  DESIGNATION -  COAL CREEK ECC 1936
 SY3558  PID         -  SY3558
 SY3558  STATE/COUNTY-  WA/KING
 SY3558  USGS QUAD   -  BLACK DIAMOND (1994)
 SY3558
 SY3558                         *CURRENT SURVEY CONTROL
 SY3558  ___________________________________________________________________
 SY3558* NAD 83(1991)-  47 32 39.14683(N)    122 06 28.74941(W)     ADJUSTED  
 SY3558* NAVD 88     -       444.33   (+/-2cm)    1457.8    (feet)  VERTCON   
 SY3558  ___________________________________________________________________
 SY3558  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 SY3558  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SY3558
 SY3558  HORZ ORDER  -  SECOND
 SY3558  VERT ORDER  -  THIRD ? (See Below)
 SY3558
 SY3558.The horizontal coordinates were established by classical geodetic methods
 SY3558.and adjusted by the National Geodetic Survey in December 1991..
 SY3558
 SY3558.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3558.The vertical order pertains to the NGVD 29 superseded value.
 SY3558
 SY3558.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3558
 SY3558.The geoid height was determined by GEOID03.
 SY3558
 SY3558;                    North         East     Units Scale Factor Converg.
 SY3558;SPC WA N     -    61,300.803   404,048.921   MT  0.99999205   -0 56 56.4
 SY3558;SPC WA N     -   201,117.72  1,325,617.17   sFT  0.99999205   -0 56 56.4
 SY3558;UTM  10      - 5,266,028.321   567,123.987   MT  0.99965537   +0 39 29.3
 SY3558
 SY3558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3558!SPC WA N     -   0.99993399  x   0.99999205  =   0.99992604
 SY3558!UTM  10      -   0.99993399  x   0.99965537  =   0.99958938
 SY3558
 SY3558                          SUPERSEDED SURVEY CONTROL
 SY3558
 SY3558  NAD 83(1986)-  47 32 39.13919(N)    122 06 28.75627(W) AD(       ) 2
 SY3558  NAD 27      -  47 32 39.77500(N)    122 06 24.32300(W) AD(       ) 2
 SY3558  NGVD 29 (07/19/86)  443.22   (m)         1454.1    (f) LEVELING    3  
 SY3558
 SY3558.Superseded values are not recommended for survey control.
 SY3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3558.See file dsdata.txt to determine how the superseded data were derived.
 SY3558
 SY3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6712466028(NAD 83)
 SY3558
 SY3558  HISTORY     - Date     Condition        Report By
 SY3558  HISTORY     - 1936     MONUMENTED       CGS
 SY3558  HISTORY     - 1940     SEE DESCRIPTION  CGS
 SY3558  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY3558  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SY3558
 SY3558                          STATION DESCRIPTION
 SY3558
 SY3558'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SY3558'A HOUSE IS TO BE BUILT WHERE THE STATION IS LOCATED.  IN AS MUCH
 SY3558'AS THE TRIANGULATION STATION INVOLVED CAN BE RESET WHEN NEEDED
 SY3558'FROM STATION COAL CREEK IT CAN BE REMOVED IF NECESSITATED BY
 SY3558'PROPERTY IMPROVEMENTS.
 SY3558'
 SY3558'LETTER OF MR. J.M. TOWNE, 604 COUNTY-CITY BUILDING, SEATTLE,
 SY3558'WASHINGTON, DATED APRIL 30, 1940.
 SY3558
 SY3558                          STATION RECOVERY (1943)
 SY3558
 SY3558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY3558'COAL CREEK ECCENTRIC IS ON TOP OF THE 1,500-FOOT HILL, NEAR THE
 SY3558'N1/4 CORNER OF SEC. 25, T. 24, R. 5.  COAL CREEK IS NEAR THE TOP
 SY3558'OF THE CLEARING ON THE N SLOPE OF THE HILL, 310.896 FEET DISTANT
 SY3558'FROM COAL CREEK ECCENTRIC.  STATION IS 35 METERS E OF TREES ON W
 SY3558'SIDE OF CLEARING, 7.6 METERS DOWNHILL N FROM A 4-INCH FIR TREE,
 SY3558'23.9 METERS SE FROM A HOUSE OF SMALL VERTICAL LOGS, 48.6 METERS
 SY3558'W OF W TREE (APPLE) IN ORCHARD, AND 26.5 METERS S OF ALDER
 SY3558'TREE.
 SY3558'
 SY3558'STATION MARK IS SET IN CONCRETE 8 INCHES BELOW SURFACE.
 SY3558'
 SY3558'ECCENTRIC MARK IS SET IN SMALL GRANITE BOULDER 6 INCHES ABOVE
 SY3558'GROUND.
 SY3558'
 SY3558'MARKS ARE BRONZE DISKS.
 SY3558
 SY3558                          STATION RECOVERY (1949)
 SY3558
 SY3558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VJC)
 SY3558'NOT FOUND.  THE LAND WHICH THIS STATION IS ON HAS BEEN RECENTLY
 SY3558'BULLDOZED OFF, PROBABLY DESTROYING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1635 ***********************************************************************
 SC1635  DESIGNATION -  COAL CREEK RIDGE 1873
 SC1635  PID         -  SC1635
 SC1635  STATE/COUNTY-  WA/COWLITZ
 SC1635  USGS QUAD   -  COAL CREEK (1985)
 SC1635
 SC1635                         *CURRENT SURVEY CONTROL
 SC1635  ___________________________________________________________________
 SC1635* NAD 83(1991)-  46 10 50.81127(N)    123 02 31.96376(W)     ADJUSTED  
 SC1635* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 SC1635  ___________________________________________________________________
 SC1635  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 SC1635  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SC1635
 SC1635  HORZ ORDER  -  THIRD
 SC1635
 SC1635.The horizontal coordinates were established by classical geodetic methods
 SC1635.and adjusted by the National Geodetic Survey in December 1991..
 SC1635
 SC1635.The orthometric height was scaled from a topographic map.
 SC1635
 SC1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1635
 SC1635.The geoid height was determined by GEOID03.
 SC1635
 SC1635;                    North         East     Units Scale Factor Converg.
 SC1635;SPC WA S     -    97,356.142   303,760.072   MT  0.99993935   -1 50 47.9
 SC1635;SPC WA S     -   319,409.28    996,586.17   sFT  0.99993935   -1 50 47.9
 SC1635;SPC OR N     -   282,477.697 2,303,736.567   MT  1.00005101   -1 48 10.4
 SC1635;SPC OR N     -   926,764.10  7,558,190.84   iFT  1.00005101   -1 48 10.4
 SC1635;UTM  10      - 5,114,134.676   496,742.076   MT  0.99960013   -0 01 49.6
 SC1635
 SC1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1635!SPC WA S     -   0.99999846  x   0.99993935  =   0.99993781
 SC1635!SPC OR N     -   0.99999846  x   1.00005101  =   1.00004947
 SC1635!UTM  10      -   0.99999846  x   0.99960013  =   0.99959859
 SC1635
 SC1635:                Primary Azimuth Mark                     Grid Az
 SC1635:SPC WA S     -  HUNTINGTON 1873                          116 48 55.2
 SC1635:SPC OR N     -  HUNTINGTON 1873                          116 46 17.7
 SC1635:UTM  10      -  HUNTINGTON 1873                          114 59 56.9
 SC1635
 SC1635|---------------------------------------------------------------------|
 SC1635| PID    Reference Object                     Distance      Geod. Az  |
 SC1635|                                                           dddmmss.s |
 SC1635| SC1515 HUNTINGTON 1873                     APPROX. 7.5 KM 1145807.3 |
 SC1635|---------------------------------------------------------------------|
 SC1635
 SC1635                          SUPERSEDED SURVEY CONTROL
 SC1635
 SC1635  NAD 83(1991)-  46 10 50.81127(N)    123 02 31.96377(W) AD(       ) 3
 SC1635  NAD 83(1986)-  46 10 50.82784(N)    123 02 31.96351(W) AD(       ) 3
 SC1635  NAD 27      -  46 10 51.42416(N)    123 02 27.54894(W) AD(       ) 3
 SC1635
 SC1635.Superseded values are not recommended for survey control.
 SC1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1635.See file dsdata.txt to determine how the superseded data were derived.
 SC1635
 SC1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9674214135(NAD 83)
 SC1635_MARKER: H = DRILL HOLE
 SC1635_SETTING: 0 = UNSPECIFIED SETTING
 SC1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1635
 SC1635  HISTORY     - Date     Condition        Report By
 SC1635  HISTORY     - 1873     MONUMENTED       CGS
 SC1635  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SC1635
 SC1635                          STATION DESCRIPTION
 SC1635
 SC1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (AWC)
 SC1635'STATION IS ON THE EDGE OF A PROMINENT RIDGE ABOUT 1/2 MILE W OF COAL
 SC1635'CREEK, THE NUMEROUS STUMPS LEFT FROM THE HEAVY CUTTING WILL SERVE
 SC1635'TO IDENTIFY THE LOCALITY.
 SC1635'
 SC1635'THE STATION IS MARKED BY A BOTTLE BURIED MOUTH UP 3 FEET BELOW THE
 SC1635'SURFACE, AND AT THE SURFACE THERE IS A ROCK WITH A DRILL HOLE
 SC1635'FILLED WITH LEAD.  AROUND THE STATION, BURIED 1 FOOT, ARE 3 BOTTLES
 SC1635'DISTANT ABOUT 6 FEET, AT EQUAL ANGLES, AND LYING ON THEIR SIDES WITH
 SC1635'THE NECKS POINTING TO THE STATION.
 SC1635
 SC1635                          STATION RECOVERY (1936)
 SC1635
 SC1635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1635'NO SEARCH MADE FOR THIS STATION.  A NEW STATION, COAL, WAS
 SC1635'ESTABLISHED IN THE VICINITY AND IT IS BELIEVED THE ORIGINAL
 SC1635'STATION COULD BE FOUND BY DISTANCE AND AZIMUTH MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0217 ***********************************************************************
 TS0217  DESIGNATION -  COALMINE 1892
 TS0217  PID         -  TS0217
 TS0217  STATE/COUNTY-  WA/CLALLAM
 TS0217  USGS QUAD   -  WEST OF PYSHT (1984)
 TS0217
 TS0217                         *CURRENT SURVEY CONTROL
 TS0217  ___________________________________________________________________
 TS0217* NAD 83(1991)-  48 14 51.36381(N)    124 11 56.65284(W)     ADJUSTED  
 TS0217* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TS0217  ___________________________________________________________________
 TS0217  LAPLACE CORR-           7.37  (seconds)                    DEFLEC99
 TS0217  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 TS0217
 TS0217  HORZ ORDER  -  THIRD
 TS0217
 TS0217.The horizontal coordinates were established by classical geodetic methods
 TS0217.and adjusted by the National Geodetic Survey in December 1991..
 TS0217
 TS0217.The orthometric height was scaled from a topographic map.
 TS0217
 TS0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0217
 TS0217.The geoid height was determined by GEOID03.
 TS0217
 TS0217;                    North         East     Units Scale Factor Converg.
 TS0217;SPC WA N     -   144,176.847   250,128.377   MT  0.99994481   -2 30 21.1
 TS0217;SPC WA N     -   473,020.21    820,629.52   sFT  0.99994481   -2 30 21.1
 TS0217;UTM  10      - 5,344,515.585   410,984.317   MT  0.99969736   -0 53 40.6
 TS0217
 TS0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0217!SPC WA N     -   1.00000289  x   0.99994481  =   0.99994770
 TS0217!UTM  10      -   1.00000289  x   0.99969736  =   0.99970025
 TS0217
 TS0217                          SUPERSEDED SURVEY CONTROL
 TS0217
 TS0217  NAD 83(1986)-  48 14 51.36601(N)    124 11 56.65481(W) AD(       ) 3
 TS0217  NAD 27      -  48 14 52.07200(N)    124 11 51.88200(W) AD(       ) 3
 TS0217
 TS0217.Superseded values are not recommended for survey control.
 TS0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0217.See file dsdata.txt to determine how the superseded data were derived.
 TS0217
 TS0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU1098444516(NAD 83)
 TS0217
 TS0217  HISTORY     - Date     Condition        Report By
 TS0217  HISTORY     - 1892     MONUMENTED       CGS
 TS0217  HISTORY     - 1908     SEE DESCRIPTION  CGS
 TS0217  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TS0217
 TS0217                          STATION DESCRIPTION
 TS0217
 TS0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (JJG)
 TS0217'STATION IS ON THE ONLY LOW JUTTING POINT BETWEEN PILLAR POINT AND
 TS0217'CLALLAM BAY, AND ABOUT 4 MILES FROM PILLAR POINT.  THE POINT HAS
 TS0217'BEEN FORMED BY AN ANCIENT LANDSLIDE.  IT IS SANDSTONE, IRREGULAR,
 TS0217'AND COVERED WITH LIGHT SOIL.  STATION IS 16 FEET BACK FROM EXTREME
 TS0217'POINT, AND IN A SLIGHT SADDLE OR HOLLOW.  THE STUMP OF A SMALL
 TS0217'SPRUCE IN FRONT OF SIGNAL IS MARKED WITH COPPER TACK, DISTANT 11
 TS0217'FEET.  A SPRUCE TREE BACK OF SIGNAL AND 8 FEET HIGHER UP IS
 TS0217'MARKED BY BLAZE AND COPPER TACK, DISTANT 23 FEET.  A LINE FROM
 TS0217'STUMP TO BLAZE PASSES 26 INCHES E OF CENTER.  STATION MARKED BY
 TS0217'A LARGE STONE WITH 5/8-INCH HOLE 2 INCHES DEEP, BURIED 15
 TS0217'INCHES BENEATH SURFACE.  NO STUBS.  POLE IS 8 BY 8 INCHES BY 36
 TS0217'FEET, 4 BRACES, BOARDED TO NE AND NW AND ALL WHITE-WASHED.  THE
 TS0217'POINT E FROM SIGNAL IS DISTINGUISHED BY TWO SMALL ROCKY
 TS0217'ISLETS WITH TREES.
 TS0217
 TS0217                          STATION RECOVERY (1908)
 TS0217
 TS0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1908 (HWR)
 TS0217'STATION MARK IS NO DOUBT INTACT ALTHOUGH IT WAS NOT UNCOVERED.  ITS
 TS0217'POSITION WAS LOCATED FROM THE REFERENCE MARKS AND A SIGNAL
 TS0217'ERECTED.  STUMP CARRYING REFERENCE MARK IN FRONT OF SIGNAL IS
 TS0217'BADLY DECAYED.  THE INNER REFERENCE MARK IS IN GOOD CONDITION.
 TS0217
 TS0217                          STATION RECOVERY (1931)
 TS0217
 TS0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (KTA)
 TS0217'PART OF OLD SIGNAL FOUND.  DUG FOR ROCK AND FOUND SAND-STONE ROCK
 TS0217'BUT COULD NOT FIND DRILLED HOLE.  STATION WAS NOT RE-MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0495 ***********************************************************************
 SD0495  DESIGNATION -  COAST GUARD BOAT HOUSE
 SD0495  PID         -  SD0495
 SD0495  STATE/COUNTY-  WA/PACIFIC
 SD0495  USGS QUAD   -  NORTH COVE (1995)
 SD0495
 SD0495                         *CURRENT SURVEY CONTROL
 SD0495  ___________________________________________________________________
 SD0495* NAD 83(1991)-  46 42 51.84599(N)    124 04 52.38117(W)     ADJUSTED  
 SD0495* NAVD 88     -                                                        
 SD0495  ___________________________________________________________________
 SD0495  LAPLACE CORR-          14.71  (seconds)                    DEFLEC99
 SD0495  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SD0495
 SD0495  HORZ ORDER  -  THIRD
 SD0495
 SD0495.The horizontal coordinates were established by classical geodetic methods
 SD0495.and adjusted by the National Geodetic Survey in December 1991..
 SD0495
 SD0495
 SD0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0495
 SD0495.The geoid height was determined by GEOID03.
 SD0495
 SD0495;                    North         East     Units Scale Factor Converg.
 SD0495;SPC WA S     -   159,720.597   226,295.747   MT  0.99991714   -2 36 05.0
 SD0495;SPC WA S     -   524,016.66    742,438.63   sFT  0.99991714   -2 36 05.0
 SD0495;UTM  10      - 5,173,995.018   417,363.156   MT  0.99968393   -0 47 13.6
 SD0495
 SD0495                          SUPERSEDED SURVEY CONTROL
 SD0495
 SD0495  NAD 83(1991)-  46 42 51.84493(N)    124 04 52.38034(W) AD(       ) 4
 SD0495  NAD 83(1986)-  46 42 51.84202(N)    124 04 52.36566(W) AD(       ) 4
 SD0495  NAD 27      -  46 42 52.50000(N)    124 04 47.76000(W) AD(       ) 3
 SD0495
 SD0495.Superseded values are not recommended for survey control.
 SD0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0495.See file dsdata.txt to determine how the superseded data were derived.
 SD0495
 SD0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1736373995(NAD 83)
 SD0495
 SD0495  HISTORY     - Date     Condition        Report By
 SD0495  HISTORY     - UNK      MONUMENTED
 SD0495  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SD0495
 SD0495                          STATION DESCRIPTION
 SD0495
 SD0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SD0495'STATION DESTROYED.  THE POSITION OF THIS STATION IS ABOUT 1/4 MILE
 SD0495'OFFSHORE FROM THE PRESENT HIGH-WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0493 ***********************************************************************
 SD0493  DESIGNATION -  COAST GUARD STA 308 LOOKOUT
 SD0493  PID         -  SD0493
 SD0493  STATE/COUNTY-  WA/PACIFIC
 SD0493  USGS QUAD   -  NORTH COVE (1995)
 SD0493
 SD0493                         *CURRENT SURVEY CONTROL
 SD0493  ___________________________________________________________________
 SD0493* NAD 83(1991)-  46 42 48.79518(N)    124 04 54.80539(W)     ADJUSTED  
 SD0493* NAVD 88     -                                                        
 SD0493  ___________________________________________________________________
 SD0493  LAPLACE CORR-          14.69  (seconds)                    DEFLEC99
 SD0493  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SD0493
 SD0493  HORZ ORDER  -  THIRD
 SD0493
 SD0493.The horizontal coordinates were established by classical geodetic methods
 SD0493.and adjusted by the National Geodetic Survey in December 1991..
 SD0493
 SD0493
 SD0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0493
 SD0493.The geoid height was determined by GEOID03.
 SD0493
 SD0493;                    North         East     Units Scale Factor Converg.
 SD0493;SPC WA S     -   159,628.833   226,240.040   MT  0.99991711   -2 36 06.7
 SD0493;SPC WA S     -   523,715.60    742,255.86   sFT  0.99991711   -2 36 06.7
 SD0493;UTM  10      - 5,173,901.557   417,310.395   MT  0.99968404   -0 47 15.3
 SD0493
 SD0493                          SUPERSEDED SURVEY CONTROL
 SD0493
 SD0493  NAD 83(1991)-  46 42 48.79332(N)    124 04 54.80334(W) AD(       ) 4
 SD0493  NAD 83(1986)-  46 42 48.79141(N)    124 04 54.79041(W) AD(       ) 4
 SD0493  NAD 27      -  46 42 49.46100(N)    124 04 50.20000(W) AD(       ) 3
 SD0493
 SD0493.Superseded values are not recommended for survey control.
 SD0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0493.See file dsdata.txt to determine how the superseded data were derived.
 SD0493
 SD0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1731073902(NAD 83)
 SD0493
 SD0493  HISTORY     - Date     Condition        Report By
 SD0493  HISTORY     - 1922     MONUMENTED       CGS
 SD0493  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SD0493  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SD0493
 SD0493                          STATION DESCRIPTION
 SD0493
 SD0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SD0493'THIS IS AN INTERSECTION STATION AND IS THE COAST GUARD LOOKOUT TOWER
 SD0493'ON CAPE SHOALWATER.  IT IS ABOUT 1/2 MILE SW BY W OF WILLAPA BAY
 SD0493'LIGHTHOUSE.  THE TOWER IS AT PRESENT ON THE HIGH WATER LINE AND AS
 SD0493'THE SHORE IS RETREATING HERE VERY RAPIDLY THERE IS GREAT
 SD0493'LIKELIHOOD THAT THIS TOWER WILL IN THE NEAR FUTURE HAVE TO BE
 SD0493'ABANDONED FOR A NEW ONE.
 SD0493
 SD0493                          STATION RECOVERY (1926)
 SD0493
 SD0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (OSR)
 SD0493'STATION WASHED OUT.  COAST GUARD NOW USES SMALL HOUSE NEAR WILLAPA
 SD0493'LIGHTHOUSE IN THE VICINITY OF OLD COAST BOATHOUSE.
 SD0493
 SD0493                          STATION RECOVERY (1939)
 SD0493
 SD0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SD0493'STATION LOST.  TOWER NOW GONE.  THE NEW LOOKOUT TOWER IS ABOUT 20
 SD0493'METERS SW OF WILLAPA BAY LIGHTHOUSE AND IS TOPOGRAPHIC STATION LOOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5349 ***********************************************************************
 SY5349  DESIGNATION -  COBBLE
 SY5349  PID         -  SY5349
 SY5349  STATE/COUNTY-  WA/KITSAP
 SY5349  USGS QUAD   -  BREMERTON WEST (1981)
 SY5349
 SY5349                         *CURRENT SURVEY CONTROL
 SY5349  ___________________________________________________________________
 SY5349* NAD 83(1991)-  47 36 32.65391(N)    122 41 20.56905(W)     ADJUSTED  
 SY5349* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5349  ___________________________________________________________________
 SY5349  LAPLACE CORR-         -14.99  (seconds)                    DEFLEC99
 SY5349  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 SY5349
 SY5349  HORZ ORDER  -  SECOND
 SY5349
 SY5349.The horizontal coordinates were established by classical geodetic methods
 SY5349.and adjusted by the National Geodetic Survey in December 1991..
 SY5349
 SY5349.The orthometric height was scaled from a topographic map.
 SY5349
 SY5349.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5349
 SY5349.The geoid height was determined by GEOID03.
 SY5349
 SY5349;                    North         East     Units Scale Factor Converg.
 SY5349;SPC WA N     -    69,399.808   360,489.853   MT  0.99998144   -1 22 53.8
 SY5349;SPC WA N     -   227,689.20  1,182,707.13   sFT  0.99998144   -1 22 53.8
 SY5349;UTM  10      - 5,272,898.362   523,370.384   MT  0.99960671   +0 13 46.8
 SY5349
 SY5349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5349!SPC WA N     -   1.00000289  x   0.99998144  =   0.99998433
 SY5349!UTM  10      -   1.00000289  x   0.99960671  =   0.99960960
 SY5349
 SY5349:                Primary Azimuth Mark                     Grid Az
 SY5349:SPC WA N     -  FAIRVIEW                                 037 02 54.8
 SY5349:UTM  10      -  FAIRVIEW                                 035 26 14.2
 SY5349
 SY5349|---------------------------------------------------------------------|
 SY5349| PID    Reference Object                     Distance      Geod. Az  |
 SY5349|                                                           dddmmss.s |
 SY5349| SY5317 FAIRVIEW                            APPROX. 1.6 KM 0354001.0 |
 SY5349| CF7290 COBBLE RM 1                          11.788 METERS 06732     |
 SY5349| SY5341 ERLAND                              433.555 METERS 1494938.2 |
 SY5349| CF7291 COBBLE RM 2                           5.954 METERS 15248     |
 SY5349| SY5380 LINDBERG                            APPROX. 1.7 KM 3045930.0 |
 SY5349|---------------------------------------------------------------------|
 SY5349
 SY5349                          SUPERSEDED SURVEY CONTROL
 SY5349
 SY5349  NAD 83(1986)-  47 36 32.64922(N)    122 41 20.57574(W) AD(       ) 2
 SY5349  NAD 27      -  47 36 33.31100(N)    122 41 16.06800(W) AD(       ) 2
 SY5349
 SY5349.Superseded values are not recommended for survey control.
 SY5349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5349.See file dsdata.txt to determine how the superseded data were derived.
 SY5349
 SY5349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2337072898(NAD 83)
 SY5349_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5349_SETTING: 80 = SET IN A BOULDER
 SY5349_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY5349
 SY5349  HISTORY     - Date     Condition        Report By
 SY5349  HISTORY     - 1935     MONUMENTED       CGS
 SY5349  HISTORY     - 1945     SEE DESCRIPTION  LOCENG
 SY5349  HISTORY     - 1964     SEE DESCRIPTION  LOCENG
 SY5349
 SY5349                          STATION DESCRIPTION
 SY5349
 SY5349'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5349'LOCATED IN PUGET SOUND, NW OF BREMERTON, IN DYES INLET ON THE N
 SY5349'END OF THE PENINSULA ON WHICH ERLAND POINT IS LOCATED, AT THAT
 SY5349'POINT ON THE BEACH AT WHICH A RANGE ON ERLAND POINT WOULD BE
 SY5349'TANGENT TO THE CURVE OF THE HIGH-WATER LINE, NEAR THE N END OF A
 SY5349'RUBBLE MASONRY RETAINING WALL OF BEACH STONES.
 SY5349'
 SY5349'STATION IS MARKED AS DESCRIBED IN NOTE 4, BY A STANDARD DISK SET
 SY5349'IN A BOULDER FLUSH WITH THE BEACH 5 METERS FROM THE FACE OF THE
 SY5349'WALL.
 SY5349'
 SY5349'REFERENCE MARK NO.1, IS MARKED AS DESCRIBED IN NOTE 12C, BY A
 SY5349'STANDARD DISK SET IN A FLAT-TOPPED 6-FOOT BOULDER, 14 METERS
 SY5349'INSIDE THE HIGH-WATER LINE DIRECTLY OFFSHORE FROM THE STATION
 SY5349'PROJECTING 4 FEET ABOVE THE BEACH.
 SY5349'
 SY5349'REFERENCE MARK NO.2, IS MARKED AS DESCRIBED IN NOTE 12C, BY A
 SY5349'STANDARD DISK SET IN A BOULDER 4 FEET LONG, S OF THE STATION AND
 SY5349'3 METERS FROM THE FACE OF THE WALL, AND PROJECTING 1-1/2 FEET ABOVE
 SY5349'THE BEACH.
 SY5349
 SY5349                          STATION RECOVERY (1945)
 SY5349
 SY5349'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 SY5349'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, IN GOOD
 SY5349'CONDITION.
 SY5349
 SY5349                          STATION RECOVERY (1964)
 SY5349
 SY5349'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 SY5349'STATION AND RM 2 WERE NOT RECOVERED.  THEY WERE EITHER LOST OR
 SY5349'COVERED WITH DRIFT.
 SY5349'
 SY5349'RM 1 WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1474 ***********************************************************************
 TR1474  DESIGNATION -  COCK USE 1942
 TR1474  PID         -  TR1474
 TR1474  STATE/COUNTY-  WA/ISLAND
 TR1474  USGS QUAD   -  FREELAND (1978)
 TR1474
 TR1474                         *CURRENT SURVEY CONTROL
 TR1474  ___________________________________________________________________
 TR1474* NAD 83(1991)-  48 05 46.58355(N)    122 36 17.98365(W)     ADJUSTED  
 TR1474* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 TR1474  ___________________________________________________________________
 TR1474  LAPLACE CORR-          -9.34  (seconds)                    DEFLEC99
 TR1474  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 TR1474
 TR1474  HORZ ORDER  -  THIRD
 TR1474
 TR1474.The horizontal coordinates were established by classical geodetic methods
 TR1474.and adjusted by the National Geodetic Survey in December 1991..
 TR1474
 TR1474.The orthometric height was scaled from a topographic map.
 TR1474
 TR1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1474
 TR1474.The geoid height was determined by GEOID03.
 TR1474
 TR1474;                    North         East     Units Scale Factor Converg.
 TR1474;SPC WA N     -   123,404.970   368,054.525   MT  0.99994232   -1 19 08.5
 TR1474;SPC WA N     -   404,871.14  1,207,525.55   sFT  0.99994232   -1 19 08.5
 TR1474;UTM  10      - 5,327,076.136   529,410.674   MT  0.99961063   +0 17 38.4
 TR1474
 TR1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1474!SPC WA N     -   1.00000337  x   0.99994232  =   0.99994569
 TR1474!UTM  10      -   1.00000337  x   0.99961063  =   0.99961399
 TR1474
 TR1474                          SUPERSEDED SURVEY CONTROL
 TR1474
 TR1474  NAD 83(1986)-  48 05 46.58325(N)    122 36 17.98788(W) AD(       ) 3
 TR1474  NAD 27      -  48 05 47.25200(N)    122 36 13.41600(W) AD(       ) 3
 TR1474
 TR1474.Superseded values are not recommended for survey control.
 TR1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1474.See file dsdata.txt to determine how the superseded data were derived.
 TR1474
 TR1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2941127076(NAD 83)
 TR1474
 TR1474  HISTORY     - Date     Condition        Report By
 TR1474  HISTORY     - 1942     MONUMENTED       USE
 TR1474  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1474
 TR1474                          STATION DESCRIPTION
 TR1474
 TR1474'DESCRIBED BY US ENGINEERS 1942 (CP)
 TR1474'ON THE W SIDE OF WHIDBEY ISLAND, 1.4 MILES N OF LAGOON, E BY S
 TR1474'FROM MARROWSTONE POINT.  ON A LARGE BOULDER 14 BY 10 FEET IN SIZE,
 TR1474'AND ABOUT 3 FEET ABOVE HIGH WATER.  THE MARK IS A 3-INCH PIPE
 TR1474'SET IN A DRILL HOLE ON THE HIGHEST PART OF THE ROCK AND THE PIPE
 TR1474'PROJECTS 5 FEET ABOVE THE ROCK.  THIS 5-FOOT SECTION OF PIPE
 TR1474'IS PAINTED ALTERNATELY WHITE AND BLACK.  AT THE BASE OF THE PIPE
 TR1474'IS A CONCRETE APRON ON WHICH HAS BEEN SCRATCHED COCK
 TR1474'U.S.A. DEC.18, 1940.  NO REFERENCE MARKS ESTABLISHED.
 TR1474
 TR1474                          STATION RECOVERY (1960)
 TR1474
 TR1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1474'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR1474'UPPER FOUR FEET OF THE PIPE HAS BEEN REMOVED AS THE MARK PROJECTS
 TR1474'ONLY 12 INCHES AT THE PRESENT TIME.  THE PORTION OF THE CONCRETE
 TR1474'CAP WHICH CONTAINS THE NUMBER 0 IN 1940 HAS BROKEN OFF.  THE MARK
 TR1474'IS ABOUT 23 METERS WEST OF THE HIGHWATER LINE AND MUST BE REACHED
 TR1474'BY BOAT AT THE HIGHER STAGES OF THE TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5408 ***********************************************************************
 SY5408  DESIGNATION -  COD
 SY5408  PID         -  SY5408
 SY5408  STATE/COUNTY-  WA/KITSAP
 SY5408  USGS QUAD   -  POULSBO (1981)
 SY5408
 SY5408                         *CURRENT SURVEY CONTROL
 SY5408  ___________________________________________________________________
 SY5408* NAD 83(1991)-  47 43 27.62816(N)    122 38 20.87342(W)     ADJUSTED  
 SY5408* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5408  ___________________________________________________________________
 SY5408  LAPLACE CORR-         -12.37  (seconds)                    DEFLEC99
 SY5408  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 SY5408
 SY5408  HORZ ORDER  -  THIRD
 SY5408
 SY5408.The horizontal coordinates were established by classical geodetic methods
 SY5408.and adjusted by the National Geodetic Survey in December 1991..
 SY5408
 SY5408.The orthometric height was scaled from a topographic map.
 SY5408
 SY5408.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5408
 SY5408.The geoid height was determined by GEOID03.
 SY5408
 SY5408;                    North         East     Units Scale Factor Converg.
 SY5408;SPC WA N     -    82,122.895   364,542.433   MT  0.99996571   -1 20 40.0
 SY5408;SPC WA N     -   269,431.53  1,196,002.97   sFT  0.99996571   -1 20 40.0
 SY5408;UTM  10      - 5,285,725.687   527,062.241   MT  0.99960900   +0 16 01.3
 SY5408
 SY5408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5408!SPC WA N     -   1.00000324  x   0.99996571  =   0.99996895
 SY5408!UTM  10      -   1.00000324  x   0.99960900  =   0.99961223
 SY5408
 SY5408|---------------------------------------------------------------------|
 SY5408| PID    Reference Object                     Distance      Geod. Az  |
 SY5408|                                                           dddmmss.s |
 SY5408| CF7294 COD RM 3                             18.250 METERS 07401     |
 SY5408| CF7293 COD RM 2                              3.760 METERS 09800     |
 SY5408| CF7292 COD RM 1                              3.790 METERS 30836     |
 SY5408|---------------------------------------------------------------------|
 SY5408
 SY5408                          SUPERSEDED SURVEY CONTROL
 SY5408
 SY5408  NAD 83(1986)-  47 43 27.62418(N)    122 38 20.87873(W) AD(       ) 3
 SY5408  NAD 27      -  47 43 28.27800(N)    122 38 16.36400(W) AD(       ) 3
 SY5408
 SY5408.Superseded values are not recommended for survey control.
 SY5408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5408.See file dsdata.txt to determine how the superseded data were derived.
 SY5408
 SY5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2706285726(NAD 83)
 SY5408_MARKER: Z = SEE DESCRIPTION
 SY5408_SETTING: 0 = UNSPECIFIED SETTING
 SY5408
 SY5408  HISTORY     - Date     Condition        Report By
 SY5408  HISTORY     - 1915     MONUMENTED       CGS
 SY5408  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5408  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY5408  HISTORY     - 20051020 MARK NOT FOUND   USPSQD
 SY5408
 SY5408                          STATION DESCRIPTION
 SY5408
 SY5408'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (FHH)
 SY5408'THIS STATION IS SITUATED ON THE HIGHEST POINT OF A SMALL HILL WHICH
 SY5408'IS ABOUT 30 FEET ABOVE THE GENERAL LEVEL OF THE SURROUNDING
 SY5408'COUNTRY.  THE STATION IS DIRECTLY BACK FROM THE BUILDINGS OF THE
 SY5408'PACIFIC COAST CODFISH COMPANY, BEING ON THE PROLONGATION OF THE
 SY5408'RIDGE OF THE SOUTHEASTERNMOST BUILDING.  JUST BACK OF THE STATION
 SY5408'A ROAD HAS BEEN CUT THROUGH THE HILL, SO THAT THE STATION IS ON
 SY5408'THE HIGHEST POINT OF THE LAND BETWEEN THIS ROAD AND THE
 SY5408'AFORMENTIONED BUILDINGS.
 SY5408'
 SY5408'THE POINT HAS BEEN MARKED BY A REGULATION C. AND G.S. COPPER
 SY5408'STATION MARK SET IN A BLOCK OF CONCRETE 1 FOOT SQUARE.  THREE
 SY5408'REFERENCE MARKS WERE SET AS FOLLOWS--
 SY5408'
 SY5408'NO.1.  A REGULATION C. AND G.S. COPPER REFERENCE MARK SET IN A
 SY5408'BLOCK OF CONCRETE 6 INCHES ON A SIDE, AND BEARS N 72 DEG W
 SY5408'(MAGNETIC) A DISTANCE OF 3.79 METERS FROM THE STATION.
 SY5408'
 SY5408'NO.2.  A MARK SIMILAR TO NO.1 BEARING N 85 DEG E (MAGNETIC) A
 SY5408'DISTANCE OF 3.79 METERS FROM THE STATION.
 SY5408'
 SY5408'NO.3.  A SIMILAR MARK BEARING N 50 DEG E (MAGNETIC) A DISTANCE
 SY5408'OF 18.25 METERS FROM THE STATION.  THIS STATION IS ON THE N SIDE
 SY5408'OF THE ABOVE MENTIONED ROAD AND IS BETWEEN THE EDGE OF THIS ROAD
 SY5408'AND A PICKET FENCE, BACK OF WHICH FENCE THERE IS A PROMINENT STAND
 SY5408'OF PINE TREES.
 SY5408'
 SY5408'THE ARROWS ON THE ABOVE REFERENCE MARKS IN EACH CASE POINT TO THE
 SY5408'STATION.
 SY5408
 SY5408                          STATION RECOVERY (1934)
 SY5408
 SY5408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5408'LOST IN CONSTRUCTION OF HIGHWAY.
 SY5408'
 SY5408'NEW STATION COD 2 (1934) ESTABLISHED.
 SY5408
 SY5408                          STATION RECOVERY (1955)
 SY5408
 SY5408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FKT)
 SY5408'LETTER OF MR. FLOYD K. TROY, TOWN ENGINEER, POULSBO, WASHINGTON,
 SY5408'DATED 5/19/55.
 SY5408'
 SY5408'STATION GONE--NO REFERENCE RECOVERED.
 SY5408
 SY5408                          STATION RECOVERY (2005)
 SY5408
 SY5408'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY5408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5422 ***********************************************************************
 SY5422  DESIGNATION -  COD 2
 SY5422  PID         -  SY5422
 SY5422  STATE/COUNTY-  WA/KITSAP
 SY5422  USGS QUAD   -  POULSBO (1981)
 SY5422
 SY5422                         *CURRENT SURVEY CONTROL
 SY5422  ___________________________________________________________________
 SY5422* NAD 83(1991)-  47 43 15.91543(N)    122 37 59.33054(W)     ADJUSTED  
 SY5422* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5422  ___________________________________________________________________
 SY5422  LAPLACE CORR-         -12.26  (seconds)                    DEFLEC99
 SY5422  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 SY5422
 SY5422  HORZ ORDER  -  SECOND
 SY5422
 SY5422.The horizontal coordinates were established by classical geodetic methods
 SY5422.and adjusted by the National Geodetic Survey in December 1991..
 SY5422
 SY5422.The orthometric height was scaled from a topographic map.
 SY5422
 SY5422.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5422
 SY5422.The geoid height was determined by GEOID03.
 SY5422
 SY5422;                    North         East     Units Scale Factor Converg.
 SY5422;SPC WA N     -    81,750.747   364,982.777   MT  0.99996610   -1 20 24.0
 SY5422;SPC WA N     -   268,210.58  1,197,447.66   sFT  0.99996610   -1 20 24.0
 SY5422;UTM  10      - 5,285,366.196   527,512.715   MT  0.99960930   +0 16 17.1
 SY5422
 SY5422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5422!SPC WA N     -   1.00000324  x   0.99996610  =   0.99996934
 SY5422!UTM  10      -   1.00000324  x   0.99960930  =   0.99961254
 SY5422
 SY5422|---------------------------------------------------------------------|
 SY5422| PID    Reference Object                     Distance      Geod. Az  |
 SY5422|                                                           dddmmss.s |
 SY5422| CF7295 COD 2 RM                              7.900 METERS 08821     |
 SY5422| SY5435 LOST                                APPROX. 1.6 KM 2665125.3 |
 SY5422| CF7296 COD 2 WM                             12.850 METERS 33451     |
 SY5422|---------------------------------------------------------------------|
 SY5422
 SY5422                          SUPERSEDED SURVEY CONTROL
 SY5422
 SY5422  NAD 83(1986)-  47 43 15.91140(N)    122 37 59.33583(W) AD(       ) 2
 SY5422  NAD 27      -  47 43 16.56600(N)    122 37 54.82500(W) AD(       ) 2
 SY5422
 SY5422.Superseded values are not recommended for survey control.
 SY5422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5422.See file dsdata.txt to determine how the superseded data were derived.
 SY5422
 SY5422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2751385366(NAD 83)
 SY5422_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5422
 SY5422  HISTORY     - Date     Condition        Report By
 SY5422  HISTORY     - 1934     MONUMENTED       CGS
 SY5422  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY5422  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY5422  HISTORY     - 20010806 MARK NOT FOUND   NGS
 SY5422  HISTORY     - 20010815 MARK NOT FOUND   NGS
 SY5422  HISTORY     - 20020421 MARK NOT FOUND   USPSQD
 SY5422
 SY5422                          STATION DESCRIPTION
 SY5422
 SY5422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5422'STATION IS LOCATED ON THE E SHORE OF LIBERTY BAY, ABOUT 1 MILE S
 SY5422'OF THE TOWN OF POULSBO.  STATION IS AT NORTHERN EXTREMITY OF A SMALL
 SY5422'BIGHT, AND NEAR AN OLD ABANDONED PIER AND PIER HOUSE.  THE
 SY5422'WESTERLY RADIO TOWER AT THE U.S. NAVY TORPEDO STATION IS INSIDE
 SY5422'OF TANGENT OF POINT ABOUT 3/4 MILE TO SOUTHWARD (STATION
 SY5422'MOLO).  STATION IS ABOUT AT THE MEAN HIGH-WATER LINE, ABOUT 8
 SY5422'METERS FROM BLUFF.  THE ROAD RUNS CLOSE TO BLUFF AT THIS
 SY5422'POINT.  TOP OF CEMENT BLOCK IS 2 INCHES BELOW SURFACE.
 SY5422'
 SY5422'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 SY5422'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 SY5422'
 SY5422'WITNESS MARK IS A TREE MARKED WITH A TRIANGULAR BLAZE WITH A NAIL
 SY5422'AT THE CENTER AND EACH APEX OF THE TRIANGLE AS DESCRIBED IN NOTE
 SY5422'15A.
 SY5422'
 SY5422'THE REFERENCE MARK IS SLIGHTLY HIGHER THAN STATION, UNDERNEATH AN
 SY5422'OLD, ABANDONED PIER HOUSE AND ABOUT 2 METERS FROM BLUFF.
 SY5422'
 SY5422'WITNESS MARK ON MADRONA TREE GROWING AT EDGE OF BLUFF.
 SY5422
 SY5422                          STATION RECOVERY (1955)
 SY5422
 SY5422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FKT)
 SY5422'LETTER ON MR. FLOYD K. TROY, TOWN ENGINEER, POULSBO, WASHINGTON,
 SY5422'DATED 5/19/55.
 SY5422'
 SY5422'STATION AND REFERENCE MARKS RECOVERED IN EXCELLENT
 SY5422'CONDITION.  WITNESS MARK WAS NOT FOUND.  PART OF THE MADRONA TREE
 SY5422'HAS BEEN REMOVED, EVIDENTLY THE PART BEARING THE TRIANGULAR MARK.
 SY5422
 SY5422                          STATION RECOVERY (1972)
 SY5422
 SY5422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RBM)
 SY5422'THE STATION AND REFERENCE MARK WERE RECOVERED.  LOCATED ABOUT 1 MILE
 SY5422'SOUTH-SOUTHEAST OF POULSBO, ALONG THE EAST SHORE OF LIBERTY BAY,
 SY5422'ALONG THE WEST SIDE OF LEMOLO SHORE DRIVE, ON THE BEACH AND IN
 SY5422'FRONT OF THE MARTIN ROMSTAD RESIDENCE.
 SY5422'
 SY5422'THE STATION IS A STANDARD DISK STAMPED COD 2 1934 SET IN THE TOP
 SY5422'OF A BATTERED 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 3 INCHES
 SY5422'ABOVE THE BEACH, 7.8 FEET SOUTHWEST ON THE END OF A METAL CULVERT
 SY5422'PIPE, 4.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GREY BOAT
 SY5422'HOUSE.  THE STATION IS COVERED AT HIGH TIDE.
 SY5422'
 SY5422'THE REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 SY5422'6 INCHES BELOW THE SURFACE OF THE GROUND, UNDER THE OLD GREY BOAT
 SY5422'HOUSE AND BETWEEN THE VERTICAL LOG BULKHEAD AND THE BASE OF THE
 SY5422'LOW BLUFF AND UNDER A LUMBER STORAGE PLATFORM THAT PREVENTED THE
 SY5422'FIELD PARTY FROM MEASURING THE DISTANCE AND DIRECTION TO THE
 SY5422'MARK.
 SY5422'
 SY5422'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY5422'1 MILE SOUTH-SOUTHEAST OF POULSBO.
 SY5422
 SY5422                          STATION RECOVERY (2001)
 SY5422
 SY5422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5422'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5422
 SY5422                          STATION RECOVERY (2001)
 SY5422
 SY5422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5422'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5422
 SY5422                          STATION RECOVERY (2002)
 SY5422
 SY5422'RECOVERY NOTE BY US POWER SQUADRON 2002 (RM)
 SY5422'OLD GREY BOATHOUSE GONE. 7.8 AND 4.2 FT MEASUREMENTS FROM CULVERT DO
 SY5422'NOT LOCATE STATION MARK. CONFIRMED MARTIN ROMSTAD RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1070 ***********************************************************************
 TP1070  DESIGNATION -  CODY
 TP1070  PID         -  TP1070
 TP1070  STATE/COUNTY-  WA/FERRY
 TP1070  USGS QUAD   -  CODY BUTTE (1993)
 TP1070
 TP1070                         *CURRENT SURVEY CONTROL
 TP1070  ___________________________________________________________________
 TP1070* NAD 83(1991)-  48 20 28.80477(N)    118 39 44.64442(W)     ADJUSTED  
 TP1070* NAVD 88     -      1453.3    (meters)    4768.     (feet)  VERTCON   
 TP1070  ___________________________________________________________________
 TP1070  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 TP1070  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 TP1070
 TP1070  HORZ ORDER  -  FIRST
 TP1070
 TP1070.The horizontal coordinates were established by classical geodetic methods
 TP1070.and adjusted by the National Geodetic Survey in December 1991..
 TP1070
 TP1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1070
 TP1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1070
 TP1070.The geoid height was determined by GEOID03.
 TP1070
 TP1070;                    North         East     Units Scale Factor Converg.
 TP1070;SPC WA N     -   151,403.809   660,905.597   MT  0.99994984   +1 36 58.7
 TP1070;SPC WA N     -   496,730.66  2,168,321.11   sFT  0.99994984   +1 36 58.7
 TP1070;UTM  11      - 5,355,574.619   376,814.561   MT  0.99978645   -1 14 31.8
 TP1070
 TP1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1070!SPC WA N     -   0.99977510  x   0.99994984  =   0.99972495
 TP1070!UTM  11      -   0.99977510  x   0.99978645  =   0.99956160
 TP1070
 TP1070|---------------------------------------------------------------------|
 TP1070| PID    Reference Object                     Distance      Geod. Az  |
 TP1070|                                                           dddmmss.s |
 TP1070| CF1243 CODY RM 1                             7.288 METERS 00451     |
 TP1070| CF1242 CODY AZ MK                                         1231625.9 |
 TP1070| CF1244 CODY RM 2                            10.061 METERS 13703     |
 TP1070| TP1117 MT ANNIE LOOKOUT TOWER              APPROX.45.9 KM 3210216.2 |
 TP1070| TP1114 MT BONAPARTE LOOKOUT TOWER          APPROX.59.9 KM 3254037.7 |
 TP1070| TP1106 FIR LOOKOUT TOWER                   APPROX.41.3 KM 3305431.6 |
 TP1070|---------------------------------------------------------------------|
 TP1070
 TP1070                          SUPERSEDED SURVEY CONTROL
 TP1070
 TP1070  NAD 83(1986)-  48 20 28.81472(N)    118 39 44.64187(W) AD(       ) 1
 TP1070  NAD 27      -  48 20 29.22600(N)    118 39 40.57300(W) AD(       ) 1
 TP1070  NGVD 29 (07/19/86) 1452.0    (m)         4764.     (f) VERT ANG       
 TP1070
 TP1070.Superseded values are not recommended for survey control.
 TP1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1070.See file dsdata.txt to determine how the superseded data were derived.
 TP1070
 TP1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP7681555575(NAD 83)
 TP1070_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1070
 TP1070  HISTORY     - Date     Condition        Report By
 TP1070  HISTORY     - 1936     MONUMENTED       CGS
 TP1070  HISTORY     - 1945     GOOD             USGS
 TP1070
 TP1070                          STATION DESCRIPTION
 TP1070
 TP1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 TP1070'STATION IS ON THE HIGHEST POINT OF CODY BUTTE, A SUMMIT OF A W
 TP1070'SPUR OF THE KETTLE RIVER RANGE, AT THE CODY LOOKOUT, ABOUT 9 MILES
 TP1070'SSW OF THE SETTLEMENT OF W FORK, AND IN THE SOUTHERN HALF OF
 TP1070'SEC. 21, T 33 N, R 33 E.
 TP1070'
 TP1070'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 TP1070'DESCRIBED IN NOTE 1A.
 TP1070'
 TP1070'REFERENCE MARK AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 TP1070'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 TP1070'
 TP1070'AZIMUTH MARK IS 1/4 MILE SE OF STATION AND ABOUT 6 FEET LOWER
 TP1070'THAN THE TOP OF HILL.  SET IN ROCK LEDGE.
 TP1070'
 TP1070'CENTER OF LOOKOUT HOUSE IS 18.5 FEET S.
 TP1070'
 TP1070'TO REACH STATION FROM KELLER POST OFFICE GO N ON HIGHWAY 4 FOR
 TP1070'10.6 MILES TO CACHE CREEK ROAD TO NESPELEM, CONTINUE N ON HIGHWAY
 TP1070'4 FOR 4 MILES AND TURN RIGHT (E), ON TO BRIDGE CREEK ROAD FOLLOWING
 TP1070'ARROWS INCHELIUM, CODY LOOKOUT, ETC.  THEN GO 0.5 MILE AND TURN
 TP1070'LEFT (N) ON TO NARROW DIRT ROAD JUST BEFORE SIGNS
 TP1070'INCHELIUM-CONGRESS MINE ARE REACHED.  GO 2.5 MILES AND TAKE RIGHT
 TP1070'FORK, FOLLOWING SIGN CODY BUTTE 8 MILES, GO 4.05 MILES AND
 TP1070'TURN LEFT OFF OF MAIN ROAD ON TO NARROW STONY FORK OPPOSITE A
 TP1070'TREE WITH TWO BLAZES AND SIGN READING CODY BUTTE 4 MILES.
 TP1070'(TELEPHONE LINE HAS BRANCH LEADING TO CODY LOOKOUT FROM HERE).
 TP1070'FOLLOW THIS NARROW AND SOMETIMES STEEP AND ROCKY ROAD UP
 TP1070'MOUNTAIN FOR 4.15 MILES TO END OF TRUCK TRAVEL, ABOUT 100 YARDS
 TP1070'BELOW LOOKOUT STATION.
 TP1070
 TP1070                          STATION RECOVERY (1945)
 TP1070
 TP1070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 TP1070'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.  NEW TO REACH
 TP1070'FOLLOWS.
 TP1070'
 TP1070'TO REACH FROM REPUBLIC POST OFFICE, DRIVE 29.3 MI S. ON STATE
 TP1070'HWY. 4 TO SIGN KELLER LUMBER CO.  TURN LEFT ON DIRT RD. 4.9 MI
 TP1070'TO SIGN CODY LOOKOUT.  TURN LEFT 4.0 MI TO END OF RD.  WALK
 TP1070'ABOUT 100 YARDS N. TO LO AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1071 ***********************************************************************
 TP1071  DESIGNATION -  CODY BUTTE LOOKOUT TOWER
 TP1071  PID         -  TP1071
 TP1071  STATE/COUNTY-  WA/FERRY
 TP1071  USGS QUAD   -  CODY BUTTE (1993)
 TP1071
 TP1071                         *CURRENT SURVEY CONTROL
 TP1071  ___________________________________________________________________
 TP1071* NAD 83(1991)-  48 20 28.63283(N)    118 39 44.65724(W)     ADJUSTED  
 TP1071* NAVD 88     -                                                        
 TP1071  ___________________________________________________________________
 TP1071  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 TP1071  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 TP1071
 TP1071  HORZ ORDER  -  THIRD
 TP1071
 TP1071.The horizontal coordinates were established by classical geodetic methods
 TP1071.and adjusted by the National Geodetic Survey in December 1991..
 TP1071
 TP1071
 TP1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1071
 TP1071.The geoid height was determined by GEOID03.
 TP1071
 TP1071;                    North         East     Units Scale Factor Converg.
 TP1071;SPC WA N     -   151,398.493   660,905.483   MT  0.99994984   +1 36 58.7
 TP1071;SPC WA N     -   496,713.22  2,168,320.74   sFT  0.99994984   +1 36 58.7
 TP1071;UTM  11      - 5,355,569.316   376,814.182   MT  0.99978645   -1 14 31.8
 TP1071
 TP1071                          SUPERSEDED SURVEY CONTROL
 TP1071
 TP1071  NAD 83(1986)-  48 20 28.64099(N)    118 39 44.65659(W) AD(       ) 4
 TP1071  NAD 27      -  48 20 29.04000(N)    118 39 40.60000(W) AD(       ) 3
 TP1071
 TP1071.Superseded values are not recommended for survey control.
 TP1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1071.See file dsdata.txt to determine how the superseded data were derived.
 TP1071
 TP1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP7681455569(NAD 83)
 TP1071
 TP1071  HISTORY     - Date     Condition        Report By
 TP1071  HISTORY     - 1936     MONUMENTED       BOR
 TP1071
 TP1071                          STATION DESCRIPTION
 TP1071
 TP1071'DESCRIBED BY US BUREAU OF RECLAMATION 1936
 TP1071'SEE STATION CODY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2362 ***********************************************************************
 SC2362  DESIGNATION -  COE
 SC2362  PID         -  SC2362
 SC2362  STATE/COUNTY-  WA/PACIFIC
 SC2362  USGS QUAD   -  RAYMOND (1994)
 SC2362
 SC2362                         *CURRENT SURVEY CONTROL
 SC2362  ___________________________________________________________________
 SC2362* NAD 83(1991)-  46 41 18.81745(N)    123 44 59.63291(W)     ADJUSTED  
 SC2362* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SC2362  ___________________________________________________________________
 SC2362  LAPLACE CORR-           9.44  (seconds)                    DEFLEC99
 SC2362  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SC2362
 SC2362  HORZ ORDER  -  THIRD
 SC2362
 SC2362.The horizontal coordinates were established by classical geodetic methods
 SC2362.and adjusted by the National Geodetic Survey in December 1991..
 SC2362
 SC2362.The orthometric height was scaled from a topographic map.
 SC2362
 SC2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2362
 SC2362.The geoid height was determined by GEOID03.
 SC2362
 SC2362;                    North         East     Units Scale Factor Converg.
 SC2362;SPC WA S     -   155,754.095   251,484.322   MT  0.99991622   -2 21 38.6
 SC2362;SPC WA S     -   511,003.23    825,078.15   sFT  0.99991622   -2 21 38.6
 SC2362;UTM  10      - 5,170,828.956   442,658.233   MT  0.99964041   -0 32 44.4
 SC2362
 SC2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2362!SPC WA S     -   1.00000244  x   0.99991622  =   0.99991866
 SC2362!UTM  10      -   1.00000244  x   0.99964041  =   0.99964285
 SC2362
 SC2362:                Primary Azimuth Mark                     Grid Az
 SC2362:SPC WA S     -  RAYMOND                                  059 36 15.6
 SC2362:UTM  10      -  RAYMOND                                  057 47 21.4
 SC2362
 SC2362|---------------------------------------------------------------------|
 SC2362| PID    Reference Object                     Distance      Geod. Az  |
 SC2362|                                                           dddmmss.s |
 SC2362| SC2376 RAYMOND                             APPROX. 0.6 KM 0571437.0 |
 SC2362| SC2381 POLE BL AND WH INSHORE TARGET       372.997 METERS 05830     |
 SC2362| SC2380 POLE BL AND WH OFFSHORE TARGET      401.181 METERS 0692303.0 |
 SC2362| SC2368 RAYMOND MILL W BURNER               APPROX. 0.7 KM 0775055.9 |
 SC2362| SC2372 RAYMOND MILL R STACK                APPROX. 1.1 KM 0822214.8 |
 SC2362| SC2367 RAYMOND MILL W BRICK STK 1939       APPROX. 0.7 KM 0831255.7 |
 SC2362| SC2383 TOPO FLAG                           308.822 METERS 09143     |
 SC2362| SC2366 RAYMOND ROUND CONC TANK APEX        APPROX. 2.1 KM 0922543.6 |
 SC2362| SC2371 WILLAPA HARBOR LMBR MILL TANK       APPROX. 1.0 KM 1042256.8 |
 SC2362| SC2364 RAYMOND WILLAPA HBR LMBR 2 STK      APPROX. 2.1 KM 1104008.6 |
 SC2362| SC2365 RAYMOND TANK NEAR CASE MILL         APPROX. 2.2 KM 1124700.6 |
 SC2362| SC2370 RAYMOND NPRR BRI POLE CEN DRAW      APPROX. 0.8 KM 1213655.5 |
 SC2362| SC2379 RAYMOND HART MILL TALL STACK        431.651 METERS 1283940.5 |
 SC2362| SC2369 RAYMOND OLD BURNER                  APPROX. 1.0 KM 1340910.6 |
 SC2362| CE3018 COE RM 1                             17.980 METERS 15820     |
 SC2362| SC2382 RAY                                 415.550 METERS 1794345.0 |
 SC2362| SC2412 RAYMOND ANDALL SHINGLE STACK        457.861 METERS 1935221.2 |
 SC2362| SC2418 SNAG                                APPROX. 0.5 KM 2351233.6 |
 SC2362| CE3019 COE RM 2                              8.130 METERS 24634     |
 SC2362| SC2384 RAYMOND N HSE NEAR COE N GABLE       72.632 METERS 25208     |
 SC2362|---------------------------------------------------------------------|
 SC2362
 SC2362                          SUPERSEDED SURVEY CONTROL
 SC2362
 SC2362  NAD 83(1991)-  46 41 18.81607(N)    123 44 59.63370(W) AD(       ) 3
 SC2362  NAD 83(1986)-  46 41 18.81737(N)    123 44 59.62034(W) AD(       ) 3
 SC2362  NAD 27      -  46 41 19.45610(N)    123 44 55.04065(W) AD(       ) 3
 SC2362
 SC2362.Superseded values are not recommended for survey control.
 SC2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2362.See file dsdata.txt to determine how the superseded data were derived.
 SC2362
 SC2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4265870829(NAD 83)
 SC2362_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2362
 SC2362  HISTORY     - Date     Condition        Report By
 SC2362  HISTORY     - 1939     MONUMENTED       CGS
 SC2362  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2362  HISTORY     - 1959     SEE DESCRIPTION  CGS
 SC2362
 SC2362                          STATION DESCRIPTION
 SC2362
 SC2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2362'STATION IS LOCATED AT RAYMOND, NEAR WESTERN LIMITS AND ON N BANK OF
 SC2362'THE WILLAPA RIVER, ABOUT 170 METERS FROM THE WATERS EDGE.  STATION IS
 SC2362'ON THE E EDGE OF THE HIGHWAY FROM RAYMOND TO TOKELAND (PROPOSED) AND
 SC2362'0.4 MILE FROM THE W END OF PARK STREET ALONG THE ROAD.  THE STATION
 SC2362'IS ABOUT 40 METERS N OF THE POINT WHERE TRUCKS LEAVE THE ROAD TO GO
 SC2362'TO THE LOG DUMP AND ABOUT 6 METERS S OF THE SECOND POWER POLE N OF
 SC2362'THE ABOVE-MENTIONED TURNOFF.
 SC2362'
 SC2362'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SC2362'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.  SURFACE MARK IS FLUSH
 SC2362'WITH THE SURFACE.
 SC2362'
 SC2362'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CEMENT IN THE
 SC2362'TOP OF A 1-FOOT SECTION OF 4-INCH CAST-IRON SOIL PIPE, AND BURIED 2
 SC2362'1/2 FEET.
 SC2362'
 SC2362'THE REFERENCE MARKS ARE IN THE FENCE LINES ON EACH SIDE OF THE ROAD,
 SC2362'AND PROJECT ABOUT 4 INCHES ABOVE THE SURFACE.  ALL MARKS STAMPED COE
 SC2362'1939.
 SC2362'
 SC2362'REACHED BY TRUCK BY GOING N FROM THE CENTER OF RAYMOND, CROSSING
 SC2362'THE BRIDGE OVER THE WILLAPA RIVER AND TURN LEFT ON PARK STREET,
 SC2362'CONTINUE ALONG PARK STREET TO FIRST BEND TO LEFT, AND THEN GO 0.4
 SC2362'MILE TO STATION.
 SC2362
 SC2362                          STATION RECOVERY (1953)
 SC2362
 SC2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2362'NOT RECOVERED.  A THOROUGH SEARCH IN THE AREA FAILED TO REVEAL ANY
 SC2362'TRACE OF THE STATION OR REFERENCE MARKS.  STATION IS BELIEVED LOST
 SC2362'DUE TO WIDENING OF THE HIGHWAY.
 SC2362
 SC2362                          STATION RECOVERY (1959)
 SC2362
 SC2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCM)
 SC2362'STATION BELIEVED LOST.  PARK STREET HAS BEEN GRADED AND IMPROVED AND
 SC2362'FENCES HAVE BEEN SET BACK.  NO TRACE OF THE STATION MARK OR EITHER
 SC2362'OF THE REFERENCE MARKS COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1193 ***********************************************************************
 SC1193  DESIGNATION -  COE DREDGING TOWER PRICE
 SC1193  PID         -  SC1193
 SC1193  STATE/COUNTY-  WA/WAHKIAKUM
 SC1193  USGS QUAD   -  SKAMOKAWA (1985)
 SC1193
 SC1193                         *CURRENT SURVEY CONTROL
 SC1193  ___________________________________________________________________
 SC1193* NAD 83(1991)-  46 15 03.48807(N)    123 26 10.22391(W)     ADJUSTED  
 SC1193* NAVD 88     -        14.8    (meters)      49.     (feet)  VERTCON   
 SC1193  ___________________________________________________________________
 SC1193  X           -  -2,434,465.763 (meters)                     COMP
 SC1193  Y           -  -3,686,993.909 (meters)                     COMP
 SC1193  Z           -   4,584,577.071 (meters)                     COMP
 SC1193  LAPLACE CORR-          12.74  (seconds)                    DEFLEC99
 SC1193  ELLIP HEIGHT-          -6.57  (meters)          (10/15/91) GPS OBS
 SC1193  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SC1193
 SC1193  HORZ ORDER  -  THIRD
 SC1193  ELLP ORDER  -  FOURTH    CLASS I
 SC1193
 SC1193.The horizontal coordinates were established by GPS observations
 SC1193.and adjusted by the National Geodetic Survey in December 1991..
 SC1193
 SC1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1193
 SC1193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1193
 SC1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1193
 SC1193.The ellipsoidal height was determined by GPS observations
 SC1193.and is referenced to NAD 83.
 SC1193
 SC1193.The geoid height was determined by GEOID03.
 SC1193
 SC1193;                    North         East     Units Scale Factor Converg.
 SC1193;SPC WA S     -   106,208.081   273,652.632   MT  0.99993151   -2 07 58.2
 SC1193;SPC WA S     -   348,451.01    897,808.68   sFT  0.99993151   -2 07 58.2
 SC1193;SPC OR N     -   291,305.982 2,273,618.032   MT  1.00007354   -2 04 56.3
 SC1193;SPC OR N     -   955,728.29  7,459,376.75   iFT  1.00007354   -2 04 56.3
 SC1193;UTM  10      - 5,122,024.919   466,379.128   MT  0.99961389   -0 18 54.3
 SC1193
 SC1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1193!SPC WA S     -   1.00000103  x   0.99993151  =   0.99993254
 SC1193!SPC OR N     -   1.00000103  x   1.00007354  =   1.00007457
 SC1193!UTM  10      -   1.00000103  x   0.99961389  =   0.99961492
 SC1193
 SC1193                          SUPERSEDED SURVEY CONTROL
 SC1193
 SC1193  NAD 83(1991)-  46 15 03.48807(N)    123 26 10.22391(W) AD(       ) 3
 SC1193  NAD 83(1986)-  46 15 03.50653(N)    123 26 10.19733(W) AD(       ) 3
 SC1193  NAD 27      -  46 15 04.08914(N)    123 26 05.76294(W) AD(       ) 3
 SC1193  NGVD 29 (07/16/87)   13.8    (m)           45.     (f) GPS OBS        
 SC1193
 SC1193.Superseded values are not recommended for survey control.
 SC1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1193.See file dsdata.txt to determine how the superseded data were derived.
 SC1193
 SC1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6637922025(NAD 83)
 SC1193_MARKER: 58 = CONTROL TOWER
 SC1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1193+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1193
 SC1193  HISTORY     - Date     Condition        Report By
 SC1193  HISTORY     - 1986     FIRST OBSERVED   USE
 SC1193
 SC1193                          STATION DESCRIPTION
 SC1193
 SC1193'DESCRIBED BY US ENGINEERS 1986 (MRM)
 SC1193'TOWER IS LOCATED AT THE SE END OF PRICE ISLAND, ABOUT 2 MI SE OF
 SC1193'SKAMOKAWA, WA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4917 ***********************************************************************
 SY4917  DESIGNATION -  COED 1968
 SY4917  PID         -  SY4917
 SY4917  STATE/COUNTY-  WA/SNOHOMISH
 SY4917  USGS QUAD   -  EDMONDS WEST (1978)
 SY4917
 SY4917                         *CURRENT SURVEY CONTROL
 SY4917  ___________________________________________________________________
 SY4917* NAD 83(1991)-  47 48 24.15093(N)    122 23 43.71536(W)     ADJUSTED  
 SY4917* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 SY4917  ___________________________________________________________________
 SY4917  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 SY4917  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY4917
 SY4917  HORZ ORDER  -  THIRD
 SY4917
 SY4917.The horizontal coordinates were established by classical geodetic methods
 SY4917.and adjusted by the National Geodetic Survey in December 1991..
 SY4917
 SY4917.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4917
 SY4917.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4917
 SY4917.The geoid height was determined by GEOID03.
 SY4917
 SY4917;                    North         East     Units Scale Factor Converg.
 SY4917;SPC WA N     -    90,878.791   383,002.796   MT  0.99995693   -1 09 47.0
 SY4917;SPC WA N     -   298,158.17  1,256,568.34   sFT  0.99995693   -1 09 47.0
 SY4917;UTM  10      - 5,294,993.963   545,262.845   MT  0.99962517   +0 26 52.4
 SY4917
 SY4917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4917!SPC WA N     -   1.00000285  x   0.99995693  =   0.99995978
 SY4917!UTM  10      -   1.00000285  x   0.99962517  =   0.99962802
 SY4917
 SY4917|---------------------------------------------------------------------|
 SY4917| PID    Reference Object                     Distance      Geod. Az  |
 SY4917|                                                           dddmmss.s |
 SY4917| SY4918 EDMONDS BREAKWATER LIGHT             29.518 METERS 01841     |
 SY4917| SY4895 SOUR 1968                           APPROX. 2.1 KM 0452114.8 |
 SY4917| SY4930 EDWARDS                             APPROX. 0.5 KM 1670921.3 |
 SY4917| SY4907 KINGSTON RADAR DOME                 APPROX. 7.3 KM 2705608.2 |
 SY4917|---------------------------------------------------------------------|
 SY4917
 SY4917                          SUPERSEDED SURVEY CONTROL
 SY4917
 SY4917  NAD 83(1986)-  47 48 24.14638(N)    122 23 43.71871(W) AD(       ) 3
 SY4917  NAD 27      -  47 48 24.79482(N)    122 23 39.23634(W) AD(       ) 3
 SY4917  NGVD 29 (07/19/86)    4.     (m)           13.     (f) VERT ANG       
 SY4917
 SY4917.Superseded values are not recommended for survey control.
 SY4917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4917.See file dsdata.txt to determine how the superseded data were derived.
 SY4917
 SY4917_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4526394994(NAD 83)
 SY4917_MARKER: Z = SEE DESCRIPTION
 SY4917_SETTING: 0 = UNSPECIFIED SETTING
 SY4917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4917
 SY4917  HISTORY     - Date     Condition        Report By
 SY4917  HISTORY     - 1968     MONUMENTED       CGS
 SY4917  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY4917  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY4917  HISTORY     - 1988     POOR             USPSQD
 SY4917
 SY4917                          STATION DESCRIPTION
 SY4917
 SY4917'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4917'THE STATION IS ABOUT 1/2 MILE SOUTHWEST OF THE EDMONDS FERRY DOCK,
 SY4917'AT THE SOUTHWEST CORNER OF THE EDMONDS SMALL BOAT HARBOR.  THE
 SY4917'SMALL BOAT HARBOR IS ENCLOSED BY A BREAKWATER BUILT OF LARGE BOULDERS
 SY4917'AND THE STATION IS ON THE TOP OF THE BREAKWATER, WHERE THE
 SY4917'BREAKWATER TURNS FROM NORTHWEST TO NORTHEAST, APPROXIMATELY ON LINE
 SY4917'WITH THE NORTHEAST EDGE OF THE ROCKS ON THE SOUTHWEST SIDE OF THE
 SY4917'HARBOR.
 SY4917'
 SY4917'THE STATION MARK IS A STANDARD TOPOGRAPHIC DISK, STAMPED COED 1968,
 SY4917'CEMENTED IN A DRILL HOLE IN A 4-FOOT TRIANGULAR-SHAPED BOULDER WITH
 SY4917'ABOUT AN 18-INCH TRIANGULAR PORTION OF THE BOULDER EXPOSED AT THE
 SY4917'TOP OF THE BREAKWATER.
 SY4917
 SY4917                          STATION RECOVERY (1976)
 SY4917
 SY4917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY4917'THE STATION WAS RECOVERED AS DESCRIBED.
 SY4917'
 SY4917'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN EDMONDS.
 SY4917
 SY4917                          STATION RECOVERY (1988)
 SY4917
 SY4917'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAH)
 SY4917'MARK NOT FOUND.
 SY4917
 SY4917                          STATION RECOVERY (1988)
 SY4917
 SY4917'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 SY4917'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1062 ***********************************************************************
 SB1062  DESIGNATION -  COFFIN
 SB1062  PID         -  SB1062
 SB1062  STATE/COUNTY-  WA/YAKIMA
 SB1062  USGS QUAD   -  BLACK ROCK SPRING (1953)
 SB1062
 SB1062                         *CURRENT SURVEY CONTROL
 SB1062  ___________________________________________________________________
 SB1062* NAD 83(1991)-  46 35 24.62364(N)    120 04 39.49341(W)     ADJUSTED  
 SB1062* NAVD 88     -      1278.5    (meters)    4195.     (feet)  VERTCON   
 SB1062  ___________________________________________________________________
 SB1062  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 SB1062  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SB1062
 SB1062  HORZ ORDER  -  SECOND
 SB1062
 SB1062.The horizontal coordinates were established by classical geodetic methods
 SB1062.and adjusted by the National Geodetic Survey in December 1991..
 SB1062
 SB1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1062
 SB1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1062
 SB1062.The geoid height was determined by GEOID03.
 SB1062
 SB1062;                    North         East     Units Scale Factor Converg.
 SB1062;SPC WA S     -   139,784.163   532,365.116   MT  0.99991460   +0 18 24.5
 SB1062;SPC WA S     -   458,608.54  1,746,601.22   sFT  0.99991460   +0 18 24.5
 SB1062;UTM  10      - 5,163,772.307   723,862.161   MT  1.00021603   +2 07 25.9
 SB1062;UTM  11      - 5,164,225.133   264,243.966   MT  1.00028324   -2 14 12.5
 SB1062
 SB1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1062!SPC WA S     -   0.99980287  x   0.99991460  =   0.99971749
 SB1062!UTM  10      -   0.99980287  x   1.00021603  =   1.00001886
 SB1062!UTM  11      -   0.99980287  x   1.00028324  =   1.00008605
 SB1062
 SB1062|---------------------------------------------------------------------|
 SB1062| PID    Reference Object                     Distance      Geod. Az  |
 SB1062|                                                           dddmmss.s |
 SB1062| CF4677 COFFIN RM 1                          12.926 METERS 19046     |
 SB1062| CF4678 COFFIN RM 2                           7.415 METERS 28156     |
 SB1062|---------------------------------------------------------------------|
 SB1062
 SB1062                          SUPERSEDED SURVEY CONTROL
 SB1062
 SB1062  NAD 83(1991)-  46 35 24.62785(N)    120 04 39.49092(W) AD(       ) 2
 SB1062  NAD 83(1986)-  46 35 24.63302(N)    120 04 39.48099(W) AD(       ) 2
 SB1062  NAD 27      -  46 35 25.16800(N)    120 04 35.30200(W) AD(       ) 2
 SB1062  NGVD 29 (07/19/86) 1277.4    (m)         4191.     (f) VERT ANG       
 SB1062
 SB1062.Superseded values are not recommended for survey control.
 SB1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1062.See file dsdata.txt to determine how the superseded data were derived.
 SB1062
 SB1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS2386263772(NAD 83)
 SB1062_MARKER: DD = SURVEY DISK
 SB1062_SETTING: 66 = SET IN ROCK OUTCROP
 SB1062_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SB1062
 SB1062  HISTORY     - Date     Condition        Report By
 SB1062  HISTORY     - 1948     MONUMENTED       USGS
 SB1062  HISTORY     - 1956     GOOD             CGS
 SB1062
 SB1062                          STATION DESCRIPTION
 SB1062
 SB1062'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (WRH)
 SB1062'THE STATION IS 28 MILES BY ROAD NORTHEAST FROM YAKIMA, 3 MILES
 SB1062'SOUTHWEST OF THE COFFIN RANCH HOUSE, AND 2 MILES SOUTH OF WHERE
 SB1062'THE SELAH CREEK-COLD CREEK ROAD CROSSES THE DIVIDE BETWEEN THE
 SB1062'HEADS OF SELAH CREEK AND COLD CREEK.  ON A HIGH, BARE, FLAT TOPPED
 SB1062'PEAK ON YAKIMA RIDGE.
 SB1062'
 SB1062'THE STATION IS A STANDARD USGS DISK, STAMPED COFFIN 1936, AND IS
 SB1062'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES ABOVE
 SB1062'THE GROUND.
 SB1062'
 SB1062'REFERENCE MARK NUMBER 1 IS A STANDARD USGS DISK, STAMPED COFFIN
 SB1062'NO 1 1936, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 4
 SB1062'INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SB1062'
 SB1062'REFERENCE MARK NUMBER 2 IS A STANDARD USC AND GS DISK, STAMPED
 SB1062'COFFIN USGS NO 2, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 SB1062'8 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SB1062'
 SB1062'AN AZIMUTH MARK WAS NOT SET.
 SB1062'
 SB1062'TO REACH THE STATION FROM THE U.S. POST OFFICE IN YAKIMA.  GO
 SB1062'NORTH ON U.S. HIGHWAY 97 FOR 6.5 MILES.  TURN RIGHT ON SELAH
 SB1062'CREEK-COLD CREEK ROAD AND GO UP VALLEY FOR 21 MILES TO A DIM ROAD
 SB1062'ON THE RIGHT, (THIS POINT IS 0.8 MILE WEST OF GATE AT SUMMIT OF
 SB1062'VALLEY).  TURN RIGHT, SOUTH, ON DIM ROAD UP RIDGE FOR 1.2 MILES
 SB1062'TO AN OLD CORRAL.  CONTINUE UP RIDGE FOR ABOUT 1.0 MILE TO
 SB1062'CREST.  TURN LEFT, EAST, AND FOLLOW CREST OF RIDGE FOR ABOUT
 SB1062'0.8 MILE TO THE HIGHEST POINT AND STATION.
 SB1062
 SB1062                          STATION RECOVERY (1956)
 SB1062
 SB1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CB)
 SB1062'MONUMENT AND REFERENCES IN GOOD CONDITION.  DIRECTIONS TO STATION
 SB1062'SAME.  STATION CAN BE REACHED BY JEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2678 ***********************************************************************
 TR2678  DESIGNATION -  COFFIN
 TR2678  PID         -  TR2678
 TR2678  STATE/COUNTY-  WA/ISLAND
 TR2678  USGS QUAD   -  OAK HARBOR (1973)
 TR2678
 TR2678                         *CURRENT SURVEY CONTROL
 TR2678  ___________________________________________________________________
 TR2678* NAD 83(1991)-  48 20 20.99141(N)    122 40 13.14085(W)     ADJUSTED  
 TR2678* NAVD 88     -        14.2    (meters)      47.     (feet)  VERTCON   
 TR2678  ___________________________________________________________________
 TR2678  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 TR2678  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR2678
 TR2678  HORZ ORDER  -  SECOND
 TR2678
 TR2678.The horizontal coordinates were established by classical geodetic methods
 TR2678.and adjusted by the National Geodetic Survey in December 1991..
 TR2678
 TR2678.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2678
 TR2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2678
 TR2678.The geoid height was determined by GEOID03.
 TR2678
 TR2678;                    North         East     Units Scale Factor Converg.
 TR2678;SPC WA N     -   150,518.003   363,835.181   MT  0.99994970   -1 22 03.6
 TR2678;SPC WA N     -   493,824.48  1,193,682.59   sFT  0.99994970   -1 22 03.6
 TR2678;UTM  10      - 5,354,050.556   524,431.233   MT  0.99960733   +0 14 46.7
 TR2678
 TR2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2678!SPC WA N     -   1.00000125  x   0.99994970  =   0.99995095
 TR2678!UTM  10      -   1.00000125  x   0.99960733  =   0.99960857
 TR2678
 TR2678                          SUPERSEDED SURVEY CONTROL
 TR2678
 TR2678  NAD 83(1986)-  48 20 20.99330(N)    122 40 13.14473(W) AD(       ) 2
 TR2678  NGVD 29 (03/28/90)   13.1    (m)           43.     (f) VERT ANG       
 TR2678
 TR2678.Superseded values are not recommended for survey control.
 TR2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2678.See file dsdata.txt to determine how the superseded data were derived.
 TR2678
 TR2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2443154051(NAD 83)
 TR2678_MARKER: DD = SURVEY DISK
 TR2678_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TR2678_SP_SET: TOP OF METAL PIPE IN CONCRETE
 TR2678_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2678+STABILITY: SURFACE MOTION
 TR2678
 TR2678  HISTORY     - Date     Condition        Report By
 TR2678  HISTORY     - 1984     MONUMENTED       NOS
 TR2678
 TR2678                          STATION DESCRIPTION
 TR2678
 TR2678'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR2678'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE TOWN OF OAK
 TR2678'HARBOR, AT THE WHIDBEY ISLAND NAVAL AIR STATION (AULT FIELD),
 TR2678'ABOUT 95 METERS NORTHWEST OF THE INTERSECTION OF LANGLEY
 TR2678'BOULEVARD AND FIFTH STREET, 24.9 METERS NORTHWEST OF THE
 TR2678'NORTHWEST CORNER OF BUILDING 975, 16.8 METERS EAST OF THE
 TR2678'NORTHEAST CORNER OF A WOVEN WIRE FENCE AND ON A GRASSY SLOPE.
 TR2678'
 TR2678'THE STATION IS AN ALUMINUM NAVY DEPARTMENT DISK
 TR2678'STAMPED---COFFIN USN---, FASTENED TO A LENGTH OF ALUMINUM PIPE
 TR2678'THAT IS IMBEDDED IN A MASS OF CONCRETE. THE DISK IS FLUSH WITH
 TR2678'THE SURFACE OF THE GROUND.
 TR2678'
 TR2678'DESCRIBED BY R.B. MELBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1296 ***********************************************************************
 SV1296  DESIGNATION -  COFFMAN
 SV1296  PID         -  SV1296
 SV1296  STATE/COUNTY-  WA/ADAMS
 SV1296  USGS QUAD   -  REVERE (1964)
 SV1296
 SV1296                         *CURRENT SURVEY CONTROL
 SV1296  ___________________________________________________________________
 SV1296* NAD 83(1991)-  47 05 44.76163(N)    117 58 02.70095(W)     ADJUSTED  
 SV1296* NAVD 88     -       593.7    (meters)    1948.     (feet)  VERTCON   
 SV1296  ___________________________________________________________________
 SV1296  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 SV1296  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 SV1296
 SV1296  HORZ ORDER  -  THIRD
 SV1296
 SV1296.The horizontal coordinates were established by classical geodetic methods
 SV1296.and adjusted by the National Geodetic Survey in December 1991..
 SV1296
 SV1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1296
 SV1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1296
 SV1296.The geoid height was determined by GEOID03.
 SV1296
 SV1296;                    North         East     Units Scale Factor Converg.
 SV1296;SPC WA S     -   198,985.573   692,231.873   MT  0.99995432   +1 50 22.8
 SV1296;SPC WA S     -   652,838.50  2,271,097.40   sFT  0.99995432   +1 50 22.8
 SV1296;UTM  11      - 5,216,260.476   426,583.341   MT  0.99966624   -0 42 31.2
 SV1296
 SV1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1296!SPC WA S     -   0.99991000  x   0.99995432  =   0.99986432
 SV1296!UTM  11      -   0.99991000  x   0.99966624  =   0.99957627
 SV1296
 SV1296|---------------------------------------------------------------------|
 SV1296| PID    Reference Object                     Distance      Geod. Az  |
 SV1296|                                                           dddmmss.s |
 SV1296| CF1246 COFFMAN RM 1                          9.416 METERS 05648     |
 SV1296| CF1247 COFFMAN RM 2                          9.614 METERS 14554     |
 SV1296| CF1245 COFFMAN AZ MK                                      2355216.7 |
 SV1296|---------------------------------------------------------------------|
 SV1296
 SV1296                          SUPERSEDED SURVEY CONTROL
 SV1296
 SV1296  NAD 83(1986)-  47 05 44.77245(N)    117 58 02.69361(W) AD(       ) 3
 SV1296  NAD 27      -  47 05 45.20800(N)    117 57 58.90100(W) AD(       ) 3
 SV1296  NGVD 29 (07/19/86)  592.6    (m)         1944.     (f) VERT ANG       
 SV1296
 SV1296.Superseded values are not recommended for survey control.
 SV1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1296.See file dsdata.txt to determine how the superseded data were derived.
 SV1296
 SV1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN2658316260(NAD 83)
 SV1296_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1296
 SV1296  HISTORY     - Date     Condition        Report By
 SV1296  HISTORY     - 1949     MONUMENTED       CGS
 SV1296  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SV1296
 SV1296                          STATION DESCRIPTION
 SV1296
 SV1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WRH)
 SV1296'THE STATION IS LOCATED ON THE TOP OF AN UNCULTIVATED KNOLL ON SCHOOL
 SV1296'PROPERTY LEASED BY MR. C. D. COFFMAN, ABOUT 20 MILES AIRLINE EAST
 SV1296'OF RITZVILLE, ABOUT 17 MILES AIRLINE SOUTH OF SPRAGUE AND ABOUT 8
 SV1296'MILES AIRLINE SOUTH-SOUTHWEST OF LAMONT.
 SV1296'
 SV1296'TO REACH THE STATION FROM THE INTERSECTION OF THE RAILROAD TRACKS
 SV1296'AND THE COUNTY ROAD ABOUT 1/4 MILE SOUTH OF THE RAILROAD FLAG STOP OF
 SV1296'MACALL, GO EAST ON THE GRAVELED ROAD FOR 2.9 MILES TO A SIDE ROAD
 SV1296'AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO 1.0 MILE TO A
 SV1296'WIRE GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE, AND GO
 SV1296'0.5 MILE ON A TRACK ROAD TO A SADDLE.  TURN LEFT AND GO
 SV1296'CROSS-COUNTRY FOR 0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 SV1296'
 SV1296'THE STATION MARK IS A STANDARD DISK STAMPED COFFMAN 1949 SET IN
 SV1296'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 4
 SV1296'INCHES ABOVE THE GROUND.  IT IS ABOUT 20 FEET EAST OF THE EDGE OF
 SV1296'THE STEEP WESTERN SLOPE OF THE HILL.
 SV1296'
 SV1296'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED COFFMAN NO 1
 SV1296'1949 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 SV1296'ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT LOWER THAN THE
 SV1296'STATION.
 SV1296'
 SV1296'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED COFFMAN NO 2
 SV1296'1949 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 SV1296'ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 10 INCHES LOWER THAN
 SV1296'THE STATION.
 SV1296'
 SV1296'THE AZIMUTH MARK IS LOCATED ON THE ROAD LEADING TO THE STATION AND IS
 SV1296'A STANDARD DISK STAMPED COFFMAN 1949 SET IN THE TOP OF A 10-INCH
 SV1296'SQUARE CONCRETE POST THAT PROJECTS ABOUT 6 INCHES ABOVE THE
 SV1296'GROUND.  IT IS 1.0 FEET NORTH OF A FENCE LINE, 30.0 FEET EAST OF A
 SV1296'FENCE CORNER AND 53.0 FEET SOUTHEAST OF THE INTERSECTION OF THE
 SV1296'CENTER LINES OF TWO ROADS.
 SV1296'
 SV1296'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 SV1296
 SV1296                          STATION RECOVERY (1969)
 SV1296
 SV1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 SV1296'THE STATION MARK, THE AZIMUTH MARK AND BOTH REFERENCE MARKS WERE
 SV1296'RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 SV1296'
 SV1296'THE STATION IS 20 MILES EAST OF RITZVILLE, 14 MILES SOUTH OF
 SV1296'SPRAGUE, 0.35 MILE WEST OF THE ADAMS-WHITMAN COUNTY LINE AND ON
 SV1296'THE HIGHEST POINT OF AN UNCULTIVATED HILL IN THE SOUTHEAST 1/4 OF
 SV1296'SECTION 36, T 19 N, R 38 E.
 SV1296'
 SV1296'THE STATION MARK, STAMPED COFFMAN 1949, IS A STANDARD DISK SET IN A
 SV1296'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS DIRECTLY
 SV1296'ABOVE A STEEP DRAW WHICH RUNS DOWN THE SOUTHWEST SIDE OF THE HILL, 20
 SV1296'YARDS SOUTHEAST OF THE POINT WHERE A SHORT EAST-WEST SPUR RIDGE JOINS
 SV1296'THE HILL, 11 YARDS NORTHEAST OF A STEEP DECLINE TO THE SOUTHWEST
 SV1296'AND 1 FOOT EAST OF A METAL WITNESS POST.
 SV1296'
 SV1296'REFERENCE MARK NO 1, STAMPED COFFMAN NO 1 1949, IS A STANDARD DISK
 SV1296'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ON THE
 SV1296'NORTHEASTERN SLOPE OF THE HILL, AND ABOUT 1 FOOT LOWER THAN THE
 SV1296'STATION MARK.
 SV1296'
 SV1296'REFERENCE MARK NO. 2, STAMPED COFFMAN NO 2 1949, IS A STANDARD DISK
 SV1296'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 10
 SV1296'YARDS EAST OF THE STEEP DECLINE TO THE SOUTHWEST AND ABOUT 6 INCHES
 SV1296'LOWER THAN THE STATION MARK.
 SV1296'
 SV1296'THE AZIMUTH MARK, STAMPED COFFMAN 1949, IS A STANDARD DISK SET IN A
 SV1296'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 58 FEET
 SV1296'SOUTHEAST OF THE INTERSECTION OF THE CENTERLINES OF THE TWO ROADS, 58
 SV1296'FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 36 FEET SOUTH OF
 SV1296'THE CENTER OF THE EAST-WEST ROAD, 29 FEET EAST OF A FENCE CORNER
 SV1296'AND 1 FOOT NORTH OF A FENCE.
 SV1296'
 SV1296'TO REACH FROM THE INTERSECTION OF DIVISION STREET AND 6TH AVE. IN
 SV1296'RITZVILLE, GO NORTHEAST ON 6TH AVE. FOR 0.15 MILE, BEAR RIGHT AND
 SV1296'FOLLOW THE BLACKTOP ROAD EAST 0.9 MILE TO AN OVERPASS OVER THE
 SV1296'FREEWAY, CONTINUE EAST 4.5 MILES TO A CROSSROAD, TURN RIGHT AND GO
 SV1296'SOUTH 2.45 MILES, CURVE LEFT AND GO SOUTHEAST 2.6 MILES TO A Y,
 SV1296'KEEP LEFT 1.5 MILES TO A BLACKTOP RD. GOING SOUTH, CONTINUE EASTERLY
 SV1296'ON THE MAIN ROAD FOR ..1 MILES TO A RAILROAD CROSSING, CONTINUE
 SV1296'EAST 0.7 MILE, CURVE NORTH AND GO 2.3 MILES TO THE AZIMUTH MARK IN
 SV1296'THE SOUTHEAST ANGLE OF A T-ROAD, TURN RIGHT AND GO EAST 0.95 MILE
 SV1296'TO A GATE ON THE LEFT AT THE COUNTY LINE, TURN LEFT AND GO
 SV1296'NORTHWEST ON A FIELD ROAD 0.3 MILE TO A Y, KEEP LEFT ON A DIM TRACK
 SV1296'ROAD AND GO NORTHWEST 0.25 MILE TO A SADDLE, TURN LEFT AND GO
 SV1296'SOUTHWEST ALONG THE RIDGE FOR 0.15 MILE TO THE HIGHEST POINT AND
 SV1296'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1232 ***********************************************************************
 SW1232  DESIGNATION -  COKER RESET
 SW1232  PID         -  SW1232
 SW1232  STATE/COUNTY-  WA/ADAMS
 SW1232  USGS QUAD   -  RITZVILLE NE (1967)
 SW1232
 SW1232                         *CURRENT SURVEY CONTROL
 SW1232  ___________________________________________________________________
 SW1232* NAD 83(1991)-  47 09 16.96299(N)    118 20 40.61779(W)     ADJUSTED  
 SW1232* NAVD 88     -       594.7    (meters)    1951.     (feet)  VERTCON   
 SW1232  ___________________________________________________________________
 SW1232  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 SW1232  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 SW1232
 SW1232  HORZ ORDER  -  SECOND
 SW1232
 SW1232.The horizontal coordinates were established by classical geodetic methods
 SW1232.and adjusted by the National Geodetic Survey in December 1991..
 SW1232
 SW1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1232
 SW1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1232
 SW1232.The geoid height was determined by GEOID03.
 SW1232
 SW1232;                    North         East     Units Scale Factor Converg.
 SW1232;SPC WA S     -   204,685.108   663,429.857   MT  0.99996404   +1 33 56.4
 SW1232;SPC WA S     -   671,537.73  2,176,602.79   sFT  0.99996404   +1 33 56.4
 SW1232;SPC WA N     -    20,253.264   688,717.430   MT  1.00008227   +1 51 10.4
 SW1232;SPC WA N     -    66,447.58  2,259,567.10   sFT  1.00008227   +1 51 10.4
 SW1232;UTM  11      - 5,223,233.922   398,070.939   MT  0.99972769   -0 59 09.4
 SW1232
 SW1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1232!SPC WA S     -   0.99990989  x   0.99996404  =   0.99987393
 SW1232!SPC WA N     -   0.99990989  x   1.00008227  =   0.99999215
 SW1232!UTM  11      -   0.99990989  x   0.99972769  =   0.99963760
 SW1232
 SW1232|---------------------------------------------------------------------|
 SW1232| PID    Reference Object                     Distance      Geod. Az  |
 SW1232|                                                           dddmmss.s |
 SW1232| CF1250 COKER RM 3                           15.149 METERS 05704     |
 SW1232| CF1987 COKER WASHER                         34.135 METERS 05818     |
 SW1232| SW1238 LAVA 2                              APPROX. 2.2 KM 1022207.2 |
 SW1232| SW1242 RITZVILLE PERKINS FLAGPOLE          APPROX. 4.3 KM 2001603.9 |
 SW1232| SW1254 RITZVILLE CENT FLOUR MILLS TK       APPROX. 3.8 KM 2211446.1 |
 SW1232| SW1245 RITZVILLE SOUTH MUNICIPAL TANK      APPROX. 4.7 KM 2215950.4 |
 SW1232| SW1256 RITZVILLE SHERIFFS OFFICE TWR       APPROX. 4.5 KM 2284522.3 |
 SW1232| SW1253 RITZVILLE NORTH MUNICIPAL TANK      APPROX. 3.6 KM 2351045.7 |
 SW1232| CF1248 COKER RM 1                            8.054 METERS 27249     |
 SW1232| CF1249 COKER RM 2                           17.307 METERS 35250     |
 SW1232|---------------------------------------------------------------------|
 SW1232
 SW1232                          SUPERSEDED SURVEY CONTROL
 SW1232
 SW1232  NAD 83(1986)-  47 09 16.97545(N)    118 20 40.61169(W) AD(       ) 2
 SW1232  NAD 27      -  47 09 17.43600(N)    118 20 36.70100(W) AD(       ) 2
 SW1232  NGVD 29 (07/19/86)  593.5    (m)         1947.     (f) VERT ANG       
 SW1232
 SW1232.Superseded values are not recommended for survey control.
 SW1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1232.See file dsdata.txt to determine how the superseded data were derived.
 SW1232
 SW1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN9807123234(NAD 83)
 SW1232_MARKER: DS = TRIANGULATION STATION DISK
 SW1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1232
 SW1232  HISTORY     - Date     Condition        Report By
 SW1232  HISTORY     - 1956     MONUMENTED       CGS
 SW1232  HISTORY     - 1978     SEE DESCRIPTION  NGS
 SW1232
 SW1232                          STATION DESCRIPTION
 SW1232
 SW1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SW1232'THE STATION IS LOCATED ABOUT 2 MILES, AIRLINE, NORTH-NORTHEAST OF
 SW1232'RITZVILLE AT THE JUNCTION OF TWO COUNTY ROADS.
 SW1232'
 SW1232'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11E WITH
 SW1232'U.S. HIGHWAYS 10 AND 395, DRIVE NORTHEAST ON U.S. HIGHWAYS 10 AND
 SW1232'395 FOR 2.1 MILES TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND
 SW1232'DRIVE NORTH UP HILL FOR 0.5 MILE TO A T-ROAD JUNCTION AND THE
 SW1232'STATION ON THE LEFT.
 SW1232'
 SW1232'THE SURFACE-STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 SW1232'CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS ABOUT 2 INCHES
 SW1232'ABOVE THE SURFACE OF THE GROUND.  THE MARK, STAMPED COKER 1956, IS
 SW1232'47 FEET WEST OF THE NORTH-SOUTH ROAD, 29.5 FEET SOUTH OF THE
 SW1232'EAST-WEST ROAD, 4 FEET WEST OF A TELEPHONE POLE AND 4 FEET EAST
 SW1232'OF A WHITE WITNESS POST.
 SW1232'
 SW1232'THE UNDERGROUND-STATION MARK, STAMPED COKER 1956, IS A STANDARD
 SW1232'DISK SET IN THE TOP OF A MASS OF CONCRETE ABOUT 36 INCHES BELOW
 SW1232'THE SURFACE OF THE GROUND, ITS CENTER BEING PLUMB WITH THE CENTER
 SW1232'OF THE SURFACE-STATION MARK.
 SW1232'
 SW1232'REFERENCE MARK 1, STAMPED COKER NO 1 1956, IS A STANDARD DISK SET
 SW1232'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 SW1232'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 SW1232'26 FEET SOUTH OF THE EAST-WEST ROAD.
 SW1232'
 SW1232'REFERENCE MARK 2, STAMPED COKER NO 2 1956, IS A STANDARD DISK SET
 SW1232'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 SW1232'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 30
 SW1232'FEET NORTH OF THE EAST-WEST ROAD AND 12 INCHES SOUTH OF AN
 SW1232'EAST-WEST WIRE FENCE.
 SW1232
 SW1232                          STATION RECOVERY (1978)
 SW1232
 SW1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 SW1232'REFERENCE MARK NO. 1 AND THE UNDERGROUND STATION MARK WERE
 SW1232'RECOVERED.  SURFACE STATION MARK WAS FOUND LAYING IN THE ROAD
 SW1232'DITCH AND THE DISK WAS REMOVED FROM THE CONCRETE POST.  REFERENCE
 SW1232'MARK NO. 2 WAS NOT FOUND.  A NEW SURFACE STATION MARK WAS
 SW1232'SET.  R.M. 3 WAS ESTABLISHED.
 SW1232'
 SW1232'THE STATION IS ABOUT 2 MILES NORTHEAST OF RITZVILLE, IN THE
 SW1232'SOUTHWEST ANGLE OF A T-INTERSECTION AND ON PROPERTY OWNED BY
 SW1232'BOB TEMPLIN.
 SW1232'
 SW1232'THE STATION MARK, STAMPED COKER 1956 1978, IS A STANDARD DISK SET
 SW1232'IN CONCRETE 1.1 FOOT BELOW THE SURFACE OF THE GROUND.  IT IS 75
 SW1232'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 26 FEET SOUTH OF
 SW1232'THE CENTER OF THE EAST-WEST ROAD, 4.3 FEET SOUTH OF A METAL
 SW1232'WITNESS POST AND A METAL ROD WAS PLACED IN THE NORTH EDGE OF THE
 SW1232'MARK FOR MAGNETIC DETECTION.
 SW1232'
 SW1232'REFERENCE MARK NO. 1, STAMPED COKER NO 1 1956, IS A STANDARD DISK
 SW1232'SET IN A CONCRETE POST WHICH PROJECTS 1.2 FEET ABOVE THE GROUND
 SW1232'AND THE ARROW POINTS TOWARD STATION STUB, (NE INSTEAD OF E).  IT
 SW1232'IS 26 FEET SOUTH OF THE CENTER OF THE ROAD AND 27 FEET WEST OF
 SW1232'THE METAL WITNESS POST.
 SW1232'
 SW1232'REFERENCE MARK NO. 3, STAMPED COKER 1956 NO 3 1978, IS A STANDARD
 SW1232'DISK SET IN CONCRETE 4 INCHES BELOW GROUND IN THE Y AT THE
 SW1232'T-INTERSECTION, ON THE CENTERLINE OF THE ROAD GOING WEST, 33.5
 SW1232'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 33.2 FEET SOUTH
 SW1232'OF THE LINE OF POWER POLES AND A METAL ROD WAS PLACED IN THE
 SW1232'NORTH SIDE OF THE MARK FOR MAGNETIC DETECTION.
 SW1232'
 SW1232'B.M. WASHER IS A 1-1/2 INCH COPPER WASHER STAMPED U.S.C. AND
 SW1232'G.S.  B.M., NAILED TO THE NORTHWEST SIDE OF POWER POLE 109/31
 SW1232'N) 18 E ( 19, 1.5 FEET ABOVE GROUND, ABOUT LEVEL WITH THE ROAD
 SW1232'AND ON THE EAST SIDE OF THE T-INTERSECTION.  A LINE FROM THE
 SW1232'STATION TO THE B.M. WASHER PASSES 1.2 FEET TO THE RIGHT OF
 SW1232'REFERENCE MARK NO. 3.
 SW1232'
 SW1232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SW1232'2 MILES NORTHEAST OF RITZVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4349 ***********************************************************************
 SY4349  DESIGNATION -  COLBY
 SY4349  PID         -  SY4349
 SY4349  STATE/COUNTY-  WA/KING
 SY4349  USGS QUAD   -  POVERTY BAY (1994)
 SY4349
 SY4349                         *CURRENT SURVEY CONTROL
 SY4349  ___________________________________________________________________
 SY4349* NAD 83(1991)-  47 34 12.66091(N)    122 21 27.13362(W)     ADJUSTED  
 SY4349* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 SY4349  ___________________________________________________________________
 SY4349  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 SY4349  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 SY4349
 SY4349  HORZ ORDER  -  THIRD
 SY4349
 SY4349.The horizontal coordinates were established by classical geodetic methods
 SY4349.and adjusted by the National Geodetic Survey in December 1991..
 SY4349
 SY4349.The orthometric height was scaled from a topographic map.
 SY4349
 SY4349.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4349
 SY4349.The geoid height was determined by GEOID03.
 SY4349
 SY4349;                    North         East     Units Scale Factor Converg.
 SY4349;SPC WA N     -    64,529.878   385,323.095   MT  0.99998765   -1 08 05.3
 SY4349;SPC WA N     -   211,711.77  1,264,180.85   sFT  0.99998765   -1 08 05.3
 SY4349;UTM  10      - 5,268,729.681   548,321.474   MT  0.99962869   +0 28 27.2
 SY4349
 SY4349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4349!SPC WA N     -   0.99999882  x   0.99998765  =   0.99998647
 SY4349!UTM  10      -   0.99999882  x   0.99962869  =   0.99962751
 SY4349
 SY4349:                Primary Azimuth Mark                     Grid Az
 SY4349:SPC WA N     -  GRAY TANK                                035 05 39.8
 SY4349:UTM  10      -  GRAY TANK                                033 29 07.3
 SY4349
 SY4349|---------------------------------------------------------------------|
 SY4349| PID    Reference Object                     Distance      Geod. Az  |
 SY4349|                                                           dddmmss.s |
 SY4349| SY4201 GRAY TANK                           APPROX. 3.2 KM 0335734.5 |
 SY4349| SY4497 STACY STREET TANK                   APPROX. 1.8 KM 0473254.4 |
 SY4349| SY4363 CHIMNEY 4                           APPROX. 3.5 KM 0532318.5 |
 SY4349| SY4514 WHITE TOPPED RED TANK               APPROX. 2.0 KM 0712505.9 |
 SY4349| SY4498 SPOKANE STREET DOCK WATER TANK      APPROX. 1.2 KM 0742956.7 |
 SY4349| SY4326 SEATTLE BOX CO STACK                APPROX. 2.2 KM 0871839.6 |
 SY4349| SY4355 SEATTLE BRICK TILE CO S CHIM        APPROX. 2.8 KM 0951454.4 |
 SY4349| SY4488 SOUTH SEATTLE FIRE STA CUPOLA       APPROX. 2.5 KM 1034406.9 |
 SY4349| SY4414 GEORGETOWN SCHOOL FLAGPOLE          APPROX. 3.8 KM 1202731.0 |
 SY4349| SY4409 CHIMNEY 5                           APPROX. 3.7 KM 1255219.1 |
 SY4349| SY4470 SEATTLE ELEC CO HIGH CONC CHIM      APPROX. 4.4 KM 1342319.4 |
 SY4349| SY4411 SEATTLE ELECTRIC CO STEEL STK       APPROX. 4.4 KM 1343353.1 |
 SY4349| SY4333 NORTH BRICKYARD CHIMNEY 1           APPROX. 0.6 KM 1520344.5 |
 SY4349| CF7304 COLBY RM                                           19456     |
 SY4349| SY4617 DAVIS                               APPROX. 2.6 KM 3163540.6 |
 SY4349|---------------------------------------------------------------------|
 SY4349
 SY4349                          SUPERSEDED SURVEY CONTROL
 SY4349
 SY4349  NAD 83(1986)-  47 34 12.65512(N)    122 21 27.13989(W) AD(       ) 3
 SY4349  NAD 27      -  47 34 13.30100(N)    122 21 22.68700(W) AD(       ) 3
 SY4349
 SY4349.Superseded values are not recommended for survey control.
 SY4349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4349.See file dsdata.txt to determine how the superseded data were derived.
 SY4349
 SY4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4832168730(NAD 83)
 SY4349_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4349
 SY4349  HISTORY     - Date     Condition        Report By
 SY4349  HISTORY     - 1917     MONUMENTED       CGS
 SY4349  HISTORY     - 1927     SEE DESCRIPTION  CGS
 SY4349  HISTORY     - 1929     SEE DESCRIPTION  CGS
 SY4349  HISTORY     - 1931     SEE DESCRIPTION  LOCENG
 SY4349  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY4349  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4349  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4349
 SY4349                          STATION DESCRIPTION
 SY4349
 SY4349'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (JAD)
 SY4349'STATION IS LOCATED UPON THE N SIDE AND AT THE TOP OF THE LONG FLIGHT
 SY4349'OF STEPS FROM RIVERSIDE WESTWARD.  THE MARK IS 0.7 METER E FROM A
 SY4349'LARGE LOG THAT LIES AT THE EASTERN SIDE OF A LAWN AND 1.73 METERS
 SY4349'FROM THE WALK.
 SY4349'
 SY4349'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4349'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY4349'
 SY4349'STATION IS REACHED BY TAKING WEST SEATTLE OR FAUNTLEROY CAR AND
 SY4349'GETTING OFF AT RIVERSIDE.  AFTER ALIGHTING FROM THE CAR WALK
 SY4349'SOUTHWARD TO COLBY STREET THEN WESTWARD TO THE TOP OF THE STEPS.
 SY4349'
 SY4349'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.0 METERS.
 SY4349
 SY4349                          STATION RECOVERY (1927)
 SY4349
 SY4349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 SY4349'STATION MARK FOUND IN GOOD CONDITION.  COLBY STREET NO LONGER EXISTS
 SY4349'NOR DO THE STEPS LEADING TO THE TOP OF THE HILL.
 SY4349'
 SY4349'TO REACH THIS STATION TAKE EITHER FAUNTLEROY OR WEST SEATTLE CAR
 SY4349'AND GET OFF AT THE JUNCTION, FOLLOW THE ROAD UP TO THE HILL ON THE
 SY4349'S SIDE OF THE TRACKS KEEPING ALWAYS TO THE LEFT, WHERE THE ROAD
 SY4349'TURNS SHARPLY TO THE RIGHT (S) A PATH LEADS E OVER THE BLUFF.
 SY4349'THIS IS EVIDENTLY THE LOCATION OF THE ORIGINAL PAIR OF STEPS LEADING
 SY4349'TO COLBY STREET.  WHERE THE FENCE ENDS ON THE N SIDE OF THE PATH IS
 SY4349'A LARGE LOG ON THE EDGE OF THE BANK.  THE MARK IS 0.7 METER E OF THE
 SY4349'LOG AND ABOUT 1 METER N OF THE FENCE.  REFERENCE AND WITNESS MARKS
 SY4349'NOT FOUND.  STATION IS NOT WELL LOCATED FOR SEEING.  CONSIDERABLE
 SY4349'CLEARING WOULD BE REQUIRED, SOME OF WHICH MAY BE OBJECTIONABLE TO
 SY4349'PROPERTY OWNERS.
 SY4349
 SY4349                          STATION RECOVERY (1929)
 SY4349
 SY4349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (RRL)
 SY4349'STATION RECOVERED AND FOUND AS DESCRIBED IN RECOVERY NOTE SUBMITTED
 SY4349'BY G.C. JONES IN 1927.
 SY4349
 SY4349                          STATION RECOVERY (1931)
 SY4349
 SY4349'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1931
 SY4349'STATION MARK RECOVERED AND IN GOOD CONDITION.  BEST FOUND BY
 SY4349'WALKING E ON CHARLESTON STREET TO EIGHTEENTH STREET SW (YOUNGSTON)
 SY4349'AND AT TOP OF STAIRWAY AND ABOUT 1 METER N OF IT WILL BE FOUND A LOG
 SY4349'ABOUT 3 FEET IN DIAMETER.  THE MARK IS 2 FEET E OF S END OF LOG WHICH
 SY4349'IS AT EDGE OF BLUFF.
 SY4349
 SY4349                          STATION RECOVERY (1934)
 SY4349
 SY4349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4349'THE STATION WAS RECOVERED AFTER CONSIDERABLE SEARCHING.  IT HAD
 SY4349'BEEN COVERED BY ABOUT 2 FEET OF FILL, AND THE OLD LOG WAS GONE.  THE
 SY4349'ORIGINAL WITNESS MARK, A BLAZED TRIANGLE IN THE MIDDLE TRUNK OF A
 SY4349'TRIPLE-TRUNK MAPLE TREE 27.5 FEET N OF THE STATION WAS FOUND.  THE
 SY4349'SE CORNER OF THE PORCH OF THE RESIDENCE OF E.L. DEAN LIES 58.5
 SY4349'FEET NW OF THE STATION.  THE REFERENCE MARK WAS NOT FOUND.  THE
 SY4349'STATION IS NOW BEST REACHED BY TAKING ANY OF THE THREE CAR LINES
 SY4349'SHOWN ON THE SKETCH, GETTING OFF AT WEST MARGINAL WAY, AND WALKING UP
 SY4349'THE STEPS, ALSO SHOWN ON THE SKETCH.  THIS STATION IS DIRECTLY ON THE
 SY4349'EDGE OF THE BLUFF AND MAY BE FILLED OVER AGAIN, OR, IN THE EVENT OF A
 SY4349'SLIDE, MIGHT EASILY BE CARRIED AWAY.
 SY4349
 SY4349                          STATION RECOVERY (1952)
 SY4349
 SY4349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4349'STATION IS MARKED BY A STANDARD DISK SET IN A MASS OF CONCRETE AND IS
 SY4349'STAMPED COLBY 1917.  IT IS ON THE EDGE OF THE SLOPE ON TOP OF THE
 SY4349'BLUFF OVERLOOKING THE DUWAMISH WATERWAY, AT THE E END OF W.
 SY4349'CHARLESTOWN STREET, AT THE E EDGE OF THE LOT OF A HOUSE NUMBERED
 SY4349'3720 ON THAT STREET, ABOUT 103 FEET E OF THE CENTER LINE OF
 SY4349'NINETEENTH AVENUE S.W., 58.5 FEET SE FROM THE SE CORNER OF THE PORCH
 SY4349'OF THE HOUSE, 27.5 FEET S FROM THE MIDDLE TRUNK OF A TRIPLE-TRUNKED
 SY4349'MAPLE TREE, ONCE BLAZED, THE SCAR SLIGHTLY EVIDENT, AND 8.25 METERS
 SY4349'(27.06 FEET) N BY E FROM R.M. 2 (1952).  IT IS SET IN A DRILL HOLE IN
 SY4349'THE TOP STEP OF THE STAIRS LEADING E FROM THE END OF W. CHARLESTOWN
 SY4349'STREET TO THE STREET BELOW.  THE MARK NOW SETS OVER THE TRUE EDGE
 SY4349'OF THE BLUFF, ON ITS SLOPE, THE MONUMENT IS SLANTED AT AN ANGLE OF
 SY4349'ABOUT 20 DEGREES, 8 INCHES BELOW THE SURFACE, ABOUT 5 FEET E OF THE
 SY4349'W EDGE OF SHRUBBERY ALONG THE EDGE OF LAWN.  IT MUST BE ASSUMED
 SY4349'THAT THE MARK IS SHIFTED FROM ITS ORIGINAL POSITION AND SO USE WITH
 SY4349'CAUTION FOR THE EXTENDING OF HORIZONTAL CONTROL.
 SY4349
 SY4349                          STATION RECOVERY (1963)
 SY4349
 SY4349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4349'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THE HOUSE REFERRED TO
 SY4349'IS 3720-19TH AVE. SW, ALTHOUGH THE HOUSE FACES CHARLESTOWN ST.  MARK
 SY4349'IS BETWEEN 17TH AND 19TH AVENUES ON CHARLESTOWN STREET.  THE MARK IS
 SY4349'81-1/2 FEET EAST OF THE EAST EDGE OF THE CONCRETE STEPS AT THE SOUTH
 SY4349'END OF THE SIDEWALK, WHICH LEADS TO THE DOOR OF HOUSE NO. 3720,
 SY4349'AND 59-1/2 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SAME
 SY4349'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5255 ***********************************************************************
 SY5255  DESIGNATION -  COLBY
 SY5255  PID         -  SY5255
 SY5255  STATE/COUNTY-  WA/KITSAP
 SY5255  USGS QUAD   -  BREMERTON EAST (1981)
 SY5255
 SY5255                         *CURRENT SURVEY CONTROL
 SY5255  ___________________________________________________________________
 SY5255* NAD 83(1991)-  47 32 25.64436(N)    122 32 25.91660(W)     ADJUSTED  
 SY5255* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY5255  ___________________________________________________________________
 SY5255  LAPLACE CORR-         -12.24  (seconds)                    DEFLEC99
 SY5255  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 SY5255
 SY5255  HORZ ORDER  -  SECOND
 SY5255
 SY5255.The horizontal coordinates were established by classical geodetic methods
 SY5255.and adjusted by the National Geodetic Survey in December 1991..
 SY5255
 SY5255.The orthometric height was scaled from a topographic map.
 SY5255
 SY5255.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5255
 SY5255.The geoid height was determined by GEOID03.
 SY5255
 SY5255;                    North         East     Units Scale Factor Converg.
 SY5255;SPC WA N     -    61,514.704   371,483.858   MT  0.99999270   -1 16 15.8
 SY5255;SPC WA N     -   201,819.49  1,218,776.62   sFT  0.99999270   -1 16 15.8
 SY5255;UTM  10      - 5,265,328.242   534,577.457   MT  0.99961469   +0 20 20.3
 SY5255
 SY5255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5255!SPC WA N     -   1.00000342  x   0.99999270  =   0.99999612
 SY5255!UTM  10      -   1.00000342  x   0.99961469  =   0.99961811
 SY5255
 SY5255|---------------------------------------------------------------------|
 SY5255| PID    Reference Object                     Distance      Geod. Az  |
 SY5255|                                                           dddmmss.s |
 SY5255| CF7302 COLBY RM 5                           59.741 METERS 00540     |
 SY5255| SY5297 ORCHARD POINT LIGHT                 APPROX. 2.8 KM 0130108.5 |
 SY5255| SY5271 POLE                                APPROX. 4.4 KM 0300442.0 |
 SY5255| SY5279 SQUARE GREEN HOUSE                  APPROX. 4.4 KM 0310728.8 |
 SY5255| SY5290 SOUTH BEACH DOCK SIGN               APPROX. 4.5 KM 0342118.6 |
 SY5255| SY5206 SIGN SEAL                           APPROX. 4.8 KM 0352204.6 |
 SY5255| SY5232 GRANTS FLAGPOLE                     APPROX. 3.6 KM 1333210.0 |
 SY5255| SY5278 SQUARE WHITE TOWER                  APPROX. 3.3 KM 1371810.3 |
 SY5255| SY5231 SQUARE TOWER                        APPROX. 3.2 KM 1382143.8 |
 SY5255| CF7303 COLBY RM 6                            8.131 METERS 20711     |
 SY5255| CF7297 COLBY RM                              8.170 METERS 23845     |
 SY5255| CF7298 COLBY RM 1                            8.138 METERS 23856     |
 SY5255| CF7301 COLBY RM 4                           36.576 METERS 24912     |
 SY5255| CF7300 COLBY RM 3                           28.706 METERS 26111     |
 SY5255| CF7299 COLBY RM 2                           17.642 METERS 26111     |
 SY5255|---------------------------------------------------------------------|
 SY5255
 SY5255                          SUPERSEDED SURVEY CONTROL
 SY5255
 SY5255  NAD 83(1986)-  47 32 25.63862(N)    122 32 25.92202(W) AD(       ) 2
 SY5255  NAD 27      -  47 32 26.29000(N)    122 32 21.44700(W) AD(       ) 2
 SY5255
 SY5255.Superseded values are not recommended for survey control.
 SY5255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5255.See file dsdata.txt to determine how the superseded data were derived.
 SY5255
 SY5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3457765328(NAD 83)
 SY5255_MARKER: DS = TRIANGULATION STATION DISK
 SY5255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5255
 SY5255  HISTORY     - Date     Condition        Report By
 SY5255  HISTORY     - 1915     MONUMENTED       CGS
 SY5255  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5255  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY5255  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY5255  HISTORY     - 19960815 GOOD             USPSQD
 SY5255  HISTORY     - 20051120 MARK NOT FOUND   USPSQD
 SY5255
 SY5255                          STATION DESCRIPTION
 SY5255
 SY5255'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CGQ)
 SY5255'STATION IS LOCATED ON ROUNDING POINT MIDWAY BETWEEN ORCHARD POINT
 SY5255'AND VILLAGE OF SOUTH COLBY.  OLD STATION POST WAS IN THIS GENERAL
 SY5255'VICINITY.  NO DESCRIPTION FURNISHED.  COLBY IS LOCATED ABOUT
 SY5255'ORDINARY HIGH-WATER LINE AND IS OFFSHORE OF STORM HIGH WATER.
 SY5255'BUILT A TRIPOD SIGNAL 3 BY 3 BY 16 FEET CENTERPOLE.
 SY5255'
 SY5255'TO MARK STATION, DUG A HOLE 4 FEET DEEP AND TWO FEET INTO
 SY5255'CLAY.  IN BOTTOM POURED A SHOVEL FULL OF CONCRETE AND SET A 3-INCH
 SY5255'3/4 INCH DIAMETER COPPER BOLT, MARKED U.S.C.S., ABOUT 3 FEET BELOW
 SY5255'SURFACE, COVERED THIS WITH A FEW INCHES OF GRAVEL AND THEN FILLED
 SY5255'HOLE WITH CONCRETE.  ROUNDED OFF TOP ABOUT 3 INCHES ABOVE SURFACE
 SY5255'AND SET A STANDARD BRASS TRIANGULATION MARKER AS CENTER MARK.
 SY5255'TOP OF CEMENT ABOUT 2 FEET IN DIAMETER.
 SY5255'
 SY5255'REFERENCE MARK NO.1--A 1/2-INCH DRILL HOLE 1 INCH DEEP INSIDE
 SY5255'A TRIANGLE IN SURFACE OF WHITE BOULDER, FLAT-TOPPED, THE BOULDER,
 SY5255'5 FEET BY 3 FEET AND 1 FOOT ABOVE SURFACE, IS ON EXTREME HIGH
 SY5255'WATER.  A LEVEL PLACE INSHORE OF STATION AND A ROUGH ROAD COMES
 SY5255'OUT AT REFERENCE MARK, DISTANT 26.70 FEET FROM STATION.
 SY5255'
 SY5255'REFERENCE MARK NO.2--A HOLE 3-1/2 FEET DEEP FILLED WITH CONCRETE
 SY5255'AND A STANDARD REFERENCE MARK INSTALLED, IS 40 FEET INSHORE,
 SY5255'DISTANT 57.88 FEET FROM STATION.
 SY5255'
 SY5255'REFERENCE MARK NO.3--IN LINE WITH REFERENCE MARK NO.2, A 3-FOOT
 SY5255'HOLE WAS FILLED WITH CEMENT AND A COPPER BOLT, MARKED
 SY5255'U.S.R.M.C.S. PROJECTS 1 INCH ABOVE SURFACE, DISTANT 94.18 FEET
 SY5255'FROM STATION.  TWO LARGE TWIN STUMPS ARE JUST BACK OF THIS
 SY5255'REFERENCE MARK.
 SY5255'
 SY5255'REFERENCE MARK NO.4--TRIANGULAR BLAZE ON FIR TREE 50 METERS
 SY5255'INSHORE, DISTANT 120 FEET FROM STATION.
 SY5255'
 SY5255'REFERENCE MARK NO.5--BLAZE ON FIR TREE ABOUT 20 FEET INSHORE,
 SY5255'DISTANT 196 FEET.
 SY5255
 SY5255                          STATION RECOVERY (1934)
 SY5255
 SY5255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5255'STATION RECOVERED.  SURFACE MARK GONE.  SUBSURFACE MARK RECOVERED
 SY5255'BUT WAS REMOVED AND ANOTHER MARK PLACED DEEPER.
 SY5255'
 SY5255'REFERENCE MARKS 1, 2, AND 3 RECOVERED IN GOOD CONDITION.  REFERENCE
 SY5255'MARKS 4 AND 5 NOT FOUND.
 SY5255'
 SY5255'REVISED DESCRIPTION FOLLOWS--ON A ROUNDING POINT MIDWAY BETWEEN
 SY5255'ORCHARD POINT AND VILLAGE OF SOUTH COLBY.  STATION IS 4 METERS
 SY5255'OFFSHORE FROM HIGH-WATER LINE AND ABOUT 1 FOOT BELOW HIGH
 SY5255'WATER.  THE AREA JUST BACK OF THE STATION IS MORE LEVEL THAN IS
 SY5255'USUAL ALONG THIS STRETCH OF BEACH AND IS COVERED WITH TREES AND
 SY5255'UNDERGROWTH.  THERE IS NO TRACE OF THE ROUGH ROAD MENTIONED IN
 SY5255'THE OLD DESCRIPTION.
 SY5255'
 SY5255'SUBSURFACE MARK, A STANDARD DISK SET IN A MASS OF CONCRETE 3
 SY5255'FEET UNDERGROUND.
 SY5255'
 SY5255'SURFACE MARK, A STANDARD DISK CEMENTED IN A CONCRETE POST 12 BY
 SY5255'12 BY 24 INCHES.  POST SET IN A MASS OF CONCRETE AND PROJECTS 6
 SY5255'INCHES ABOVE SURFACE OF BEACH.  DISKS ARE STAMPED COLBY 1915 AND
 SY5255'1934.
 SY5255'
 SY5255'REFERENCE MARK NO.1 IS A 1/2-INCH DRILL HOLE CIRCUMSCRIBED BY A
 SY5255'TRIANGLE CUT IN A WHITE FLAT-TOPPED BOULDER 5 BY 5 FEET AND
 SY5255'ABOUT 2 FEET HIGH, IS TO S BY W OF STATION.  BOULDER IS ON
 SY5255'HIGH-WATER LINE.
 SY5255'
 SY5255'REFERENCE MARK NO.2, A DISK SET IN A CONCRETE POST FLUSH WITH
 SY5255'GROUND.  POST IS JUST N OF OUTLET OF A SMALL CULVERT AND ABOUT 30
 SY5255'FEET INSIDE THE TREE LINE.  DISK IS STAMPED COLBY 1915 AND 1934
 SY5255'AND IS SW OF THE STATION.
 SY5255'
 SY5255'REFERENCE MARK NO.3, A COPPER BOLT SET IN CONCRETE POST FLUSH
 SY5255'WITH SURFACE OF GROUND.  MARK IS IN LINE WITH STATION AND REFERENCE
 SY5255'MARK NO.2 AND IS ABOUT 70 FEET INSIDE TREE LINE.  TWO LARGE STUMPS
 SY5255'ARE JUST BACK OF THIS REFERENCE MARK.
 SY5255
 SY5255                          STATION RECOVERY (1966)
 SY5255
 SY5255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY5255'THE CONCRETE POST WHICH HELD THE STATION DISK WAS FOUND PROJECTING
 SY5255'ABOUT 1 FOOT, WITH THE TOP, INCLUDING THE DISK, GONE.  REFERENCE
 SY5255'MARK NO. 1 WAS RECOVERED.  REFERENCE MARKS 2 AND 3 WERE NOT
 SY5255'RECOVERED.  MR. BLOOM, WHO LIVES IN THE HOUSE SOUTH OF THE STATION
 SY5255'SAYS THE AREA WAS BULLDOZED 10 OR 12 YEARS AGO.  ALSO, HE
 SY5255'BELIEVES THE ROCK HOLDING R.M. 1 HAS MOVED.
 SY5255'
 SY5255'TO REACH FROM THE POST OFFICE IN MANCHESTER, GO WEST ON MAIN
 SY5255'STREET FOR 0.05 MILE TO INTERSECTION, TURN LEFT AND GO SOUTH 1.1
 SY5255'MILES TO A DOUBLE DRIVEWAY ON THE LEFT AND MR. DREWS MAILBOX ON THE
 SY5255'RIGHT.  TURN LEFT AND FOLLOW THE NORTH ONE OF TWO DRIVEWAYS 0.05
 SY5255'MILE TO MR. CARL H. BLOOMS HOUSE AND THE STATION NEAR THE
 SY5255'NORTHEAST CORNER OF THE LAWN, IN FRONT OF LAND RESERVED FOR A
 SY5255'PRIVATE BEACH FOR PEOPLE WHO LIVE ACROSS THE ROAD.
 SY5255
 SY5255                          STATION RECOVERY (1976)
 SY5255
 SY5255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY5255'THE BROKEN, CONCRETE, STATION MONUMENT AND REFERENCE MARK 1 WERE
 SY5255'FOUND AS DESCRIBED IN 1966.  THE BROKEN STATION MARK WAS REMOVED
 SY5255'AND THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.
 SY5255'A NEW SURFACE STATION MARK WAS SET.  THE DRILL HOLE OF REFERENCE
 SY5255'MARK 1 WAS WIDENED AND DEEPENED AND A DISK WAS CEMENTED IN IT AND
 SY5255'STAMPED AS REFERENCE MARK 6.
 SY5255'
 SY5255'LOCATED ON THE WEST SHORE OF PUGET SOUND, ABOUT 1 MILE SOUTH OF
 SY5255'THE TOWN OF MANCHESTER, ABOUT 1/2 MILE NORTH OF THE COMMUNITY OF
 SY5255'COLBY, ON A GRAVEL-ROCKY BEACH ABOUT 1 FOOT LOWER THAN THE MEAN
 SY5255'HIGH WATER ELEVATION AND IN FRONT OF (EAST OF) AN UNIMPROVED LOT.
 SY5255'
 SY5255'THE STATION IS A STANDARD DISK STAMPED COLBY 1915 1976 SET IN THE
 SY5255'TOP OF A 14 INCH, SQUARE, CONCRETE MONUMENT, PROJECTING ABOUT 4
 SY5255'INCHES ABOVE THE SURFACE OF THE GROUND, 107-1/2 FEET SOUTH OF A
 SY5255'SMALL, PRIVATE, MARINE RAILWAY AND 40 FEET EAST OF (OFFSHORE) THE
 SY5255'STORM HIGH WATERLINE (GRASS EDGE).
 SY5255'
 SY5255'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED COLBY 1915
 SY5255'1934 SET IN AN IRREGULAR MASS OF CONCRETE, ABOUT 30 INCHES BELOW
 SY5255'THE SURFACE OF THE GROUND.
 SY5255'
 SY5255'REFERENCE MARK 6 IS A STANDARD DISK STAMPED COLBY 1915 NO 6 1976
 SY5255'CEMENTED IN A DRILL HOLE, WITHIN A CHISELED TRIANGLE ON A 2 FOOT
 SY5255'BY 5 FOOT BY 5 FOOT WHITE BOULDER ON THE BEACH AND 30 FEET EAST
 SY5255'OF (OFFSHORE) THE STORM HIGH WATERLINE (GRASS EDGE).
 SY5255'
 SY5255'THE 1966 TO REACH DESCRIPTION IS ADEQUATE.
 SY5255'
 SY5255'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY5255'1 MILE SOUTH OF MANCHESTER.
 SY5255
 SY5255                          STATION RECOVERY (1996)
 SY5255
 SY5255'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5255'RECOVERED IN GOOD CONDITION.
 SY5255
 SY5255                          STATION RECOVERY (2005)
 SY5255
 SY5255'RECOVERY NOTE BY US POWER SQUADRON 2005
 SY5255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2861 ***********************************************************************
 SC2861  DESIGNATION -  COLDWATER LOH
 SC2861  PID         -  SC2861
 SC2861  STATE/COUNTY-  WA/SKAMANIA
 SC2861  USGS QUAD   -  SPIRIT LAKE WEST (1984)
 SC2861
 SC2861                         *CURRENT SURVEY CONTROL
 SC2861  ___________________________________________________________________
 SC2861* NAD 83(1991)-  46 17 59.35330(N)    122 10 55.05809(W)     ADJUSTED  
 SC2861* NAVD 88     -      1746.7    (meters)    5731.     (feet)  VERTCON   
 SC2861  ___________________________________________________________________
 SC2861  LAPLACE CORR-           8.01  (seconds)                    DEFLEC99
 SC2861  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 SC2861
 SC2861  HORZ ORDER  -  THIRD
 SC2861
 SC2861.The horizontal coordinates were established by classical geodetic methods
 SC2861.and adjusted by the National Geodetic Survey in April 1994..
 SC2861
 SC2861.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2861
 SC2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2861
 SC2861.The geoid height was determined by GEOID03.
 SC2861
 SC2861;                    North         East     Units Scale Factor Converg.
 SC2861;SPC WA S     -   108,805.980   370,434.591   MT  0.99992693   -1 13 18.4
 SC2861;SPC WA S     -   356,974.29  1,215,334.15   sFT  0.99992693   -1 13 18.4
 SC2861;UTM  10      - 5,127,685.623   562,999.592   MT  0.99964879   +0 35 29.2
 SC2861
 SC2861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2861!SPC WA S     -   0.99972942  x   0.99992693  =   0.99965637
 SC2861!UTM  10      -   0.99972942  x   0.99964879  =   0.99937830
 SC2861
 SC2861                          SUPERSEDED SURVEY CONTROL
 SC2861
 SC2861  NGVD 29 (04/13/94) 1745.5    (m)         5727.     (f) VERT ANG       
 SC2861
 SC2861.Superseded values are not recommended for survey control.
 SC2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2861.See file dsdata.txt to determine how the superseded data were derived.
 SC2861
 SC2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES6300027686(NAD 83)
 SC2861_MARKER: 57 = LOOKOUT TOWER
 SC2861
 SC2861  HISTORY     - Date     Condition        Report By
 SC2861  HISTORY     - UNK      FIRST OBSERVED
 SC2861  HISTORY     - 1953     GOOD             USGS
 SC2861
 SC2861                          STATION DESCRIPTION
 SC2861
 SC2861'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 SC2861'RECOVERED AS DESCRIBED.  THEIR DESCRIPTION FOLLOWS.
 SC2861'
 SC2861'LOCATED 2.5 MI NW. OF SPIRIT LAKE.  ON SUMMIT OF COLDWATER PEAK IN
 SC2861'COLUMBIA FOREST.
 SC2861'
 SC2861'REACHED BY FOREST TRAIL N. FROM SPIRIT LAKE.
 SC2861'
 SC2861'STATION MARK--CENTER OF LOH.
 SC2861'
 SC2861'RM 1--USFS DISK, STAMPING UNKNOWN, IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1046 ***********************************************************************
 TP1046  DESIGNATION -  COLE
 TP1046  PID         -  TP1046
 TP1046  STATE/COUNTY-  WA/STEVENS
 TP1046  USGS QUAD   -  MILLER MTN (1994)
 TP1046
 TP1046                         *CURRENT SURVEY CONTROL
 TP1046  ___________________________________________________________________
 TP1046* NAD 83(1991)-  48 02 06.61892(N)    118 17 32.19680(W)     ADJUSTED  
 TP1046* NAVD 88     -       617.28   (+/-2cm)    2025.2    (feet)  VERTCON   
 TP1046  ___________________________________________________________________
 TP1046  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 TP1046  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 TP1046
 TP1046  HORZ ORDER  -  SECOND
 TP1046  VERT ORDER  -  THIRD ? (See Below)
 TP1046
 TP1046.The horizontal coordinates were established by classical geodetic methods
 TP1046.and adjusted by the National Geodetic Survey in December 1991..
 TP1046
 TP1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1046.The vertical order pertains to the NGVD 29 superseded value.
 TP1046
 TP1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1046
 TP1046.The geoid height was determined by GEOID03.
 TP1046
 TP1046;                    North         East     Units Scale Factor Converg.
 TP1046;SPC WA N     -   118,220.638   689,453.131   MT  0.99994329   +1 53 30.7
 TP1046;SPC WA N     -   387,862.21  2,261,980.81   sFT  0.99994329   +1 53 30.7
 TP1046;UTM  11      - 5,321,017.280   403,668.350   MT  0.99971402   -0 57 39.4
 TP1046
 TP1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1046!SPC WA N     -   0.99990622  x   0.99994329  =   0.99984951
 TP1046!UTM  11      -   0.99990622  x   0.99971402  =   0.99962027
 TP1046
 TP1046:                Primary Azimuth Mark                     Grid Az
 TP1046:SPC WA N     -  DREDGE                                   013 39 23.7
 TP1046:UTM  11      -  DREDGE                                   016 30 33.8
 TP1046
 TP1046|---------------------------------------------------------------------|
 TP1046| PID    Reference Object                     Distance      Geod. Az  |
 TP1046|                                                           dddmmss.s |
 TP1046| TP1040 DREDGE                              APPROX. 2.7 KM 0153254.4 |
 TP1046| CF1251 COLE RM 1                             9.522 METERS 15856     |
 TP1046|---------------------------------------------------------------------|
 TP1046
 TP1046                          SUPERSEDED SURVEY CONTROL
 TP1046
 TP1046  NAD 83(1986)-  48 02 06.62970(N)    118 17 32.19244(W) AD(       ) 2
 TP1046  NAD 27      -  48 02 07.04900(N)    118 17 28.23500(W) AD(       ) 2
 TP1046  NGVD 29 (07/19/86)  616.04   (m)         2021.1    (f) LEVELING    3  
 TP1046
 TP1046.Superseded values are not recommended for survey control.
 TP1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1046.See file dsdata.txt to determine how the superseded data were derived.
 TP1046
 TP1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP0366821017(NAD 83)
 TP1046_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1046
 TP1046  HISTORY     - Date     Condition        Report By
 TP1046  HISTORY     - 1935     MONUMENTED       BOR
 TP1046
 TP1046                          STATION DESCRIPTION
 TP1046
 TP1046'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 TP1046'STATION IS LOCATED IN N HALF OF SEC. 9, T. 29 N., R. 36 E. WM,
 TP1046'ABOUT 300 FEET W OF 1/4 SEC. 4/9, ON GRANITE OUTCROP, AND ABOUT
 TP1046'100 FEET BELOW AND NW OF HIGHEST POINT OF RIDGE (STATION GLASGOW).
 TP1046'
 TP1046'TO REACH FROM DAVENPORT, DRIVE N ON STATE HIGHWAY 22.  22.0 MILES,
 TP1046'CROSS DETILLIAN BRIDGE.  30.7, LEFT OFF MAIN ROAD AT SERVICE
 TP1046'STATION.  31.7, LEFT FORK ON LINCOLN ROAD.  32.3, GRANGE
 TP1046'HALL.  33.2, RIGHT FORK.  33.75, RIGHT OFF LINCOLN ROAD AT
 TP1046'JUNCTION AND UP HILL.  34.55, RIGHT FORK.  35.25, LEFT FORK.
 TP1046'35.35, THROUGH GATE.  35.5, THROUGH YARD AND BOARD GATE, DRIVE W.
 TP1046'35.6, SHARP RIGHT TURN, FOLLOW ROAD ALONG FENCE.  35.95
 TP1046'THROUGH GATE, BEAR RIGHT, THEN LEFT ON OLD LOGGING ROAD,
 TP1046'DRIVE N.  36.15, TURN UP HILL THROUGH OUTCROPS, STILL BEARING IN
 TP1046'GENERAL N DIRECTION, WORK TOWARD TOP OF HILL.  36.55, LEAVE CAR
 TP1046'AND HIKE N OVER SADDLE AND DOWN GRADUAL SLOPE ABOUT 100 YARDS
 TP1046'TO STATION ON EDGE OF HILL.
 TP1046'
 TP1046'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 20,
 TP1046'RESPECTIVELY.
 TP1046'
 TP1046'HEIGHT OF STAND ABOVE STATION MARK - 1.18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1883 ***********************************************************************
 RZ1883  DESIGNATION -  COLE
 RZ1883  PID         -  RZ1883
 RZ1883  STATE/COUNTY-  WA/WHITMAN
 RZ1883  USGS QUAD   -  DIAMOND (1964)
 RZ1883
 RZ1883                         *CURRENT SURVEY CONTROL
 RZ1883  ___________________________________________________________________
 RZ1883* NAD 83(1991)-  46 59 40.90088(N)    117 28 19.06861(W)     ADJUSTED  
 RZ1883* NAVD 88     -       733.5    (meters)    2406.     (feet)  VERTCON   
 RZ1883  ___________________________________________________________________
 RZ1883  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 RZ1883  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 RZ1883
 RZ1883  HORZ ORDER  -  THIRD
 RZ1883
 RZ1883.The horizontal coordinates were established by classical geodetic methods
 RZ1883.and adjusted by the National Geodetic Survey in December 1991..
 RZ1883
 RZ1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1883
 RZ1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1883
 RZ1883.The geoid height was determined by GEOID03.
 RZ1883
 RZ1883;                    North         East     Units Scale Factor Converg.
 RZ1883;SPC WA S     -   189,083.590   730,252.780   MT  0.99994013   +2 11 58.4
 RZ1883;SPC WA S     -   620,351.74  2,395,837.66   sFT  0.99994013   +2 11 58.4
 RZ1883;UTM  11      - 5,204,682.634   464,115.179   MT  0.99961583   -0 20 42.5
 RZ1883
 RZ1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1883!SPC WA S     -   0.99988804  x   0.99994013  =   0.99982817
 RZ1883!UTM  11      -   0.99988804  x   0.99961583  =   0.99950391
 RZ1883
 RZ1883|---------------------------------------------------------------------|
 RZ1883| PID    Reference Object                     Distance      Geod. Az  |
 RZ1883|                                                           dddmmss.s |
 RZ1883| CS5060 COLE RM 2                           226.920 METERS 16747     |
 RZ1883| RZ1582 DIAMOND                             APPROX.11.3 KM 1910550.9 |
 RZ1883| CS5059 COLE RM 1                           265.390 METERS 20749     |
 RZ1883|---------------------------------------------------------------------|
 RZ1883
 RZ1883                          SUPERSEDED SURVEY CONTROL
 RZ1883
 RZ1883  NAD 83(1986)-  46 59 40.91057(N)    117 28 19.05878(W) AD(       ) 3
 RZ1883  NGVD 29 (12/17/90)  732.4    (m)         2403.     (f) VERT ANG       
 RZ1883
 RZ1883.Superseded values are not recommended for survey control.
 RZ1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1883.See file dsdata.txt to determine how the superseded data were derived.
 RZ1883
 RZ1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN6411504683(NAD 83)
 RZ1883_MARKER: DS = TRIANGULATION STATION DISK
 RZ1883_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RZ1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1883
 RZ1883  HISTORY     - Date     Condition        Report By
 RZ1883  HISTORY     - 1949     MONUMENTED       USGS
 RZ1883
 RZ1883                          STATION DESCRIPTION
 RZ1883
 RZ1883'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 RZ1883'LOCATED ABOUT 10 MI NW. OF COLFAX, 8 MI SE. OF ST. JOHN.  ON HIGH
 RZ1883'PART OF CULTIVATED FIELD FARMED BY MR. COLESON.
 RZ1883'
 RZ1883'TO REACH FROM STEPTOE POST OFFICE, FOLLOW PAVED RD. TOWARD ST.
 RZ1883'JOHN 5.2 MI.  TURN SHARP LEFT ON GRAVEL RD. AND GO 1.1 MI S. TO
 RZ1883'TOP OF HILL AND POWER POLE ON RIGHT WITH TRIANGLE SCRIBED ON IT.
 RZ1883'PACK TO RIGHT ABOUT 300 YDS W. TO HIGH PART OF HILL AND STATION.
 RZ1883'
 RZ1883'STATION MARK--STANDARD TABLET STAMPED---COLE 1949---, CEMENTED IN
 RZ1883'CONCRETE POST 18 INCHES LOWER THAN GROUND.
 RZ1883'
 RZ1883'RM 1--STANDARD RM TABLET STAMPED---COLE 1949 NO 1---, CEMENTED IN
 RZ1883'CONCRETE POST ON FENCE LINE.
 RZ1883'
 RZ1883'RM 2--STANDARD RM TABLET STAMPED---COLE 1949 NO 2---, CEMENTED IN
 RZ1883'CONCRETE POST ON FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1244 ***********************************************************************
 SX1244  DESIGNATION -  COLE BUTTE
 SX1244  PID         -  SX1244
 SX1244  STATE/COUNTY-  WA/KITTITAS
 SX1244  USGS QUAD   -  EASTON (1989)
 SX1244
 SX1244                         *CURRENT SURVEY CONTROL
 SX1244  ___________________________________________________________________
 SX1244* NAD 83(1991)-  47 10 41.28383(N)    121 13 06.89481(W)     ADJUSTED  
 SX1244* NAVD 88     -      1678.8    (meters)    5508.     (feet)  VERTCON   
 SX1244  ___________________________________________________________________
 SX1244  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 SX1244  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 SX1244
 SX1244  HORZ ORDER  -  FIRST
 SX1244
 SX1244.The horizontal coordinates were established by classical geodetic methods
 SX1244.and adjusted by the National Geodetic Survey in December 1991..
 SX1244
 SX1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1244
 SX1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1244
 SX1244.The geoid height was determined by GEOID03.
 SX1244
 SX1244;                    North         East     Units Scale Factor Converg.
 SX1244;SPC WA S     -   205,304.021   445,531.932   MT  0.99996819   -0 31 19.1
 SX1244;SPC WA S     -   673,568.28  1,461,716.01   sFT  0.99996819   -0 31 19.1
 SX1244;UTM  10      - 5,226,499.194   634,980.927   MT  0.99982392   +1 18 24.5
 SX1244
 SX1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1244!SPC WA S     -   0.99973994  x   0.99996819  =   0.99970814
 SX1244!UTM  10      -   0.99973994  x   0.99982392  =   0.99956390
 SX1244
 SX1244:                Primary Azimuth Mark                     Grid Az
 SX1244:SPC WA S     -  THORP MTN                                002 32 16.6
 SX1244:UTM  10      -  THORP MTN                                000 42 33.0
 SX1244
 SX1244|---------------------------------------------------------------------|
 SX1244| PID    Reference Object                     Distance      Geod. Az  |
 SX1244|                                                           dddmmss.s |
 SX1244| SX1235 THORP MTN                           APPROX.21.4 KM 0020057.5 |
 SX1244| CF4241 COLE BUTTE RM 1                       6.570 METERS 02508     |
 SX1244| SX1241 GOAT PEAK LOOKOUT HOUSE             APPROX. 2.3 KM 0402653.4 |
 SX1244| CF4242 COLE BUTTE RM 2                       5.288 METERS 16207     |
 SX1244| SX1581 KELLY BUTTE LOH                     APPROX.20.6 KM 2672134.5 |
 SX1244| SX1245 AMABILIS AIR BEACON                 APPROX.12.7 KM 3460316.6 |
 SX1244|---------------------------------------------------------------------|
 SX1244
 SX1244                          SUPERSEDED SURVEY CONTROL
 SX1244
 SX1244  NAD 83(1986)-  47 10 41.28873(N)    121 13 06.89763(W) AD(       ) 1
 SX1244  NAD 27      -  47 10 41.87550(N)    121 13 02.56860(W) AD(       ) 1
 SX1244  NGVD 29 (11/26/90) 1677.6    (m)         5504.     (f) VERT ANG       
 SX1244
 SX1244.Superseded values are not recommended for survey control.
 SX1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1244.See file dsdata.txt to determine how the superseded data were derived.
 SX1244
 SX1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3498126499(NAD 83)
 SX1244_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1244_SETTING: 66 = SET IN ROCK OUTCROP
 SX1244_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SX1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1244+STABILITY: POSITION/ELEVATION WELL
 SX1244
 SX1244  HISTORY     - Date     Condition        Report By
 SX1244  HISTORY     - 1958     MONUMENTED       CGS
 SX1244  HISTORY     - 1958     GOOD             USGS
 SX1244
 SX1244                          STATION DESCRIPTION
 SX1244
 SX1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SX1244'THE STATION IS ON THE HIGHEST PART OF A HILL THAT IS COVERED WITH
 SX1244'TIMBER ON THE NORTH AND SOUTH SLOPES, FALLS AWAY IN STEEP GRAVEL
 SX1244'SLIDES TO THE EAST AND DROPS IN SHEER CLIFFS TO THE WEST.  IT IS
 SX1244'LOCATED BETWEEN THE HEADWATERS OF COLE CREEK AND LOG CREEK, ABOUT
 SX1244'5.5 MILES SOUTHEAST OF EASTON, 4.5 MILES SOUTHWEST OF UPHAM AND
 SX1244'2.5 MILES SOUTHWEST OF THE GOAT PEAK LOOKOUT.
 SX1244'
 SX1244'TO REACH THE STATION FROM THE POST OFFICE AT EASTON, GO SOUTHEAST
 SX1244'ON U.S. HIGHWAY 10 FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 SX1244'AND GO SOUTH ACROSS SEVERAL RAILROAD TRACKS, FOLLOWING THE GRAVELED
 SX1244'ROAD FOR 0.2 MILE TO A FORK, TAKE THE RIGHT FORK AND FOLLOW THE
 SX1244'GRAVELED ROAD SOUTHWEST FOR 2.9 MILES TO A FORK JUST AFTER
 SX1244'CROSSING THE SECOND RAILROAD TRACK AT HUBNER, TURN LEFT, FOLLOWING
 SX1244'THE ROAD SOUTH ALONG THE EAST SIDE OF CABIN CREEK FOR 1.7 MILES
 SX1244'TO A FORK AND TAKE THE ROAD LEFT FOR 0.1 MILE TO AN IRON GATE.
 SX1244'GO THROUGH THE GATE AND CONTINUE UP GRADE ON THE BLADED ROAD
 SX1244'FOR 0.8 MILE TO A FORK, TAKE THE ROAD LEFT FOR 0.4 MILE TO A
 SX1244'FORK AND GO LEFT FOR 0.6 MILE TO A FORK, TAKE THE ROAD LEFT THAT
 SX1244'GOES DOWNHILL, ACROSS A CREEK AND THEN UPHILL FOR A TOTAL
 SX1244'DISTANCE OF 1.6 MILES TO A ROAD LEFT, TURN SHARP LEFT AND GO
 SX1244'0.3 MILE TO A SADDLE BETWEEN GOAT PEAK AND COLE BUTTE AND THE
 SX1244'END OF TRUCK TRAVEL.  PACK WESTERLY FROM HERE ON A GOOD
 SX1244'TRAIL TO THE TOP OF THE RIDGE, THENCE ALONG THE EAST SIDE OF THE
 SX1244'RIDGE DOWNHILL INTO A SADDLE.  CONTINUE WESTERLY ALONG THE TRAIL
 SX1244'UP OUT OF THE SADDLE TO THE HIGHEST POINT AND THE STATION ON THE
 SX1244'RIGHT.  THE TRAIL CONTINUES ONWARD TO THE SOUTHWEST.  THIS IS
 SX1244'ABOUT A TWO HOUR PACK.
 SX1244'
 SX1244'THE STATION MARK IS A STANDARD DISK STAMPED COLE BUTTE 1958,
 SX1244'CEMENTED FLUSH IN A DRILL HOLE IN BEDROCK.  IT IS 4 FEET EAST OF
 SX1244'THE EDGE OF THE CLIFF.
 SX1244'
 SX1244'RM 1 IS A STANDARD DISK STAMPED COLE BUTTE NO 1 1958, CEMENTED
 SX1244'FLUSH IN A DRILL HOLE IN BEDROCK 4 FEET EAST OF THE SHEER CLIFF.
 SX1244'
 SX1244'RM 2 IS A STANDARD DISK STAMPED COLE BUTTE NO 2 1958, CEMENTED
 SX1244'FLUSH IN A DRILL HOLE IN BEDROCK.
 SX1244
 SX1244                          STATION RECOVERY (1958)
 SX1244
 SX1244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 SX1244'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 SX1244'NOT OBSERVED.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3607 ***********************************************************************
 SY3607  DESIGNATION -  COLEMAN
 SY3607  PID         -  SY3607
 SY3607  STATE/COUNTY-  WA/KING
 SY3607  USGS QUAD   -  AUBURN (1994)
 SY3607
 SY3607                         *CURRENT SURVEY CONTROL
 SY3607  ___________________________________________________________________
 SY3607* NAD 83(1991)-  47 31 07.82910(N)    122 12 41.61498(W)     ADJUSTED  
 SY3607* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3607  ___________________________________________________________________
 SY3607  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 SY3607  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SY3607
 SY3607  HORZ ORDER  -  SECOND
 SY3607
 SY3607.The horizontal coordinates were established by classical geodetic methods
 SY3607.and adjusted by the National Geodetic Survey in December 1991..
 SY3607
 SY3607.The orthometric height was scaled from a topographic map.
 SY3607
 SY3607.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3607
 SY3607.The geoid height was determined by GEOID03.
 SY3607
 SY3607;                    North         East     Units Scale Factor Converg.
 SY3607;SPC WA N     -    58,615.429   396,202.573   MT  0.99999654   -1 01 34.0
 SY3607;SPC WA N     -   192,307.45  1,299,874.61   sFT  0.99999654   -1 01 34.0
 SY3607;UTM  10      - 5,263,124.913   559,358.732   MT  0.99964330   +0 34 53.4
 SY3607
 SY3607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3607!SPC WA N     -   1.00000331  x   0.99999654  =   0.99999985
 SY3607!UTM  10      -   1.00000331  x   0.99964330  =   0.99964661
 SY3607
 SY3607:                Primary Azimuth Mark                     Grid Az
 SY3607:SPC WA N     -  KENNYDALE BARBEE MILL W DOLPHN           012 11 30.8
 SY3607:UTM  10      -  KENNYDALE BARBEE MILL W DOLPHN           010 35 03.4
 SY3607
 SY3607|---------------------------------------------------------------------|
 SY3607| PID    Reference Object                     Distance      Geod. Az  |
 SY3607|                                                           dddmmss.s |
 SY3607| SY3666 KENNYDALE BARBEE MILL W DOLPHN      APPROX. 1.4 KM 0110956.8 |
 SY3607| SY3600 KENNYDALE BARBEE MILL CO STACK      APPROX. 1.3 KM 0212925.5 |
 SY3607| SY3661 KENNYDALE BARBEE MILL CO TANK       APPROX. 1.4 KM 0254921.2 |
 SY3607| SY2096 RENTON RADIO STATION KLAN MAST      APPROX. 2.8 KM 1665215.2 |
 SY3607| SY3619 RENTON LOG STOR NW COR DOLPHIN      365.433 METERS 16807     |
 SY3607| SY2099 RENTON BOEING EAST OIL TANK         APPROX. 2.2 KM 1680738.6 |
 SY3607| CF7306 COLEMAN RM 1                          4.300 METERS 29404     |
 SY3607|---------------------------------------------------------------------|
 SY3607
 SY3607                          SUPERSEDED SURVEY CONTROL
 SY3607
 SY3607  NAD 83(1986)-  47 31 07.82214(N)    122 12 41.62253(W) AD(       ) 2
 SY3607  NAD 27      -  47 31 08.46700(N)    122 12 37.18900(W) AD(       ) 2
 SY3607
 SY3607.Superseded values are not recommended for survey control.
 SY3607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3607.See file dsdata.txt to determine how the superseded data were derived.
 SY3607
 SY3607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5935963125(NAD 83)
 SY3607_MARKER: DS = TRIANGULATION STATION DISK
 SY3607_SETTING: 0 = UNSPECIFIED SETTING
 SY3607
 SY3607  HISTORY     - Date     Condition        Report By
 SY3607  HISTORY     - 1956     MONUMENTED       CGS
 SY3607  HISTORY     - 1958     GOOD             CGS
 SY3607  HISTORY     - 1963     GOOD             CGS
 SY3607  HISTORY     - 1966     GOOD             CGS
 SY3607  HISTORY     - 1984     GOOD             USPSQD
 SY3607
 SY3607                          STATION DESCRIPTION
 SY3607
 SY3607'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSH)
 SY3607'IN THE VICINITY OF KENNYDALE, WASHINGTON AT COLEMAN POINT, ON
 SY3607'THE E SHORE OF THE S END OF LAKE WASHINGTON, ON THE PROPERTY
 SY3607'OF MR. P. BOERJAN, 8306 MOUNTAIN VIEW AVENUE S.W., THE STANDARD
 SY3607'STATION AND REFERENCE DISCS ARE CEMENTED INTO DRILL HOLES IN AN
 SY3607'OLD CONCRETE STEAM-ENGINE FOUNDATION, AT THE WATERS EDGE AND
 SY3607'ABOUT 300 FT. W FROM THE FRONT OF THE HOUSE.  THE SOD-COVERED
 SY3607'FOUNDATION IS ABOUT 8- BY 25-FT. RECTANGULAR, AND IS BARE ONLY AT
 SY3607'THE LOCATION OF THE REFERENCE MARK AT THE SHORELINE.  THE
 SY3607'STATION MARK, STAMPED COLEMAN 1956 IS ABOUT IN THE CENTER OF
 SY3607'THE S WALL OF THE FOUNDATION OR ABOUT 10 FT. FROM THE SW
 SY3607'CORNER, AND ABOUT 8 IN. INSIDE FROM THE S EDGE.  REFERENCE
 SY3607'MARK IS IN THE NW CORNER ABOUT 10 IN. INSIDE FROM EACH EDGE AND
 SY3607'IS STAMPED COLEMAN NO 1 1956.
 SY3607'
 SY3607'THE MEANDER CORNER AT COLEMAN POINT IS A BOUNDARY MONUMENT OF
 SY3607'THE GOVERNMENT CADASTRAL SURVEYS.  THE MARK, A 1/4-IN COPPER BOLT IN
 SY3607'A PRECAST CONCRETE BLOCK, IS BURIED ABOUT 2 FT. BELOW THE SURFACE
 SY3607'OF THE TURF, AND 60 FT. W OF THE SW CORNER OF THE BRICK HOUSE.
 SY3607
 SY3607                          STATION RECOVERY (1958)
 SY3607
 SY3607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SY3607'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 SY3607'CONDITION.  THE REFERENCE MARKS WERE NOT SEARCHED FOR.
 SY3607
 SY3607                          STATION RECOVERY (1963)
 SY3607
 SY3607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3607'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  IT IS UNDER
 SY3607'AN IRON COVER, IN A WELL IN THE PATIO ON THE WEST SIDE OF THE
 SY3607'HOUSE AT 9305 MOUNTAIN VIEW ROAD.  THE HOUSE SETS BACK ABOUT 35
 SY3607'FEET FROM THE LAKE AND THE PATIO RUNS OUT TO A BOAT SLIP.  THE
 SY3607'MARK IS 32.7 FEET WEST-NORTHWEST OF THE CENTER OF THE GLASS PATIO
 SY3607'DOORS AND 10.0 FEET SOUTH OF THE NORTH EDGE OF THE PATIO.
 SY3607'STATION MAY BE REACHED FROM THE INTERSECTION OF PARK ST. AND 8TH
 SY3607'AVE. N, IN RENTON, BY GOING NORTH ON PARK STREET FOR 1.4 MILES
 SY3607'TO A ROAD LEFT, TURN LEFT AND GO DOWN THE BANK 0.05 MILE, CROSS
 SY3607'THE RAILROAD AND FOLLOW ROAD NORTHERLY ALONG THE EAST SIDE OF THE
 SY3607'LAKE 0.4 MILE TO MAILBOX NO. 9305, TURN LEFT AND FOLLOW
 SY3607'CONCRETE DRIVEWAY WEST 0.05 MILE TO HOUSE AT EDGE OF LAKE AND
 SY3607'THE STATION.
 SY3607
 SY3607                          STATION RECOVERY (1966)
 SY3607
 SY3607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SY3607'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 SY3607'AND 2 HAVE EITHER BEEN DESTROYED OR COVERED OVER BY CONCRETE.
 SY3607'
 SY3607'NEW DESCRIPTION FOLLOWS--
 SY3607'
 SY3607'IN THE VICINITY OF KENNYDALE, WASH. AT COLEMAN POINT, ON THE EAST
 SY3607'SHORE OF THE SOUTH END OF LAKE WASHINGTON, ON THE PROPERTY OWNED
 SY3607'BY MR. TED JONES AT 9307 MOUTAIN VIEW AVE. S.W..  THE STATION IS
 SY3607'LOCATED BENEATH THE CONCRETE DRIVEWAY AND PATIO ON THE WEST SIDE
 SY3607'OF THE HOUSE.  36.1 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 SY3607'HOUSE.  8.6 FT. EAST OF THE WEST END OF THE CONCRETE PATIO AND
 SY3607'DRIVEWAY LEADING TO PIERS.  6.5 FEET SOUTH OF THE NORTHEAST
 SY3607'IRON POST OF A BOAT CRANE FRAME WORK AND CENTERED 1.35 BELOW A
 SY3607'10 IN X 10 IN IRON CAP FLUSH WITH THE CONCRETE PAVEMENT.
 SY3607'
 SY3607'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3607'0.25 MILE SOUTH OF KENNYDALE.
 SY3607
 SY3607                          STATION RECOVERY (1984)
 SY3607
 SY3607'RECOVERY NOTE BY US POWER SQUADRON 1984 (GCS)
 SY3607'COLEMAN 1956 RECOVERED GOOD.
 SY3607'
 SY3607'RECOVERED AS DESCRIBED EXCEPT, PROPERTY ADDRESS IS NOW 3013 MOUNTAIN
 SY3607'VIEW AVE. N. HAVING BEEN RENUMBERED IN THE RENTON SCHEME.  DID NOT
 SY3607'SEARCH FOR RMS.  PROPERTY OWNER IS NOT KNOWN.  A STANDARD MONUMENT
 SY3607'CASE AND COVER SHOULD BE INSTALLED TO IDENTIFY THE PRESENCE OF THE
 SY3607'MARK AND HALT THE UNDER MINING OF THE PATIO AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5126 ***********************************************************************
 SY5126  DESIGNATION -  COLEMAN
 SY5126  PID         -  SY5126
 SY5126  STATE/COUNTY-  WA/KITSAP
 SY5126  USGS QUAD   -  SUQUAMISH (1981)
 SY5126
 SY5126                         *CURRENT SURVEY CONTROL
 SY5126  ___________________________________________________________________
 SY5126* NAD 83(1991)-  47 43 39.53868(N)    122 37 33.33632(W)     ADJUSTED  
 SY5126* NAVD 88     -       121.5    (meters)     399.     (feet)  VERTCON   
 SY5126  ___________________________________________________________________
 SY5126  LAPLACE CORR-         -11.57  (seconds)                    DEFLEC99
 SY5126  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 SY5126
 SY5126  HORZ ORDER  -  SECOND
 SY5126
 SY5126.The horizontal coordinates were established by classical geodetic methods
 SY5126.and adjusted by the National Geodetic Survey in December 1991..
 SY5126
 SY5126.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5126
 SY5126.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5126
 SY5126.The geoid height was determined by GEOID03.
 SY5126
 SY5126;                    North         East     Units Scale Factor Converg.
 SY5126;SPC WA N     -    82,467.478   365,541.343   MT  0.99996532   -1 20 04.6
 SY5126;SPC WA N     -   270,562.05  1,199,280.22   sFT  0.99996532   -1 20 04.6
 SY5126;UTM  10      - 5,286,098.091   528,050.713   MT  0.99960967   +0 16 36.5
 SY5126
 SY5126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5126!SPC WA N     -   0.99998453  x   0.99996532  =   0.99994985
 SY5126!UTM  10      -   0.99998453  x   0.99960967  =   0.99959420
 SY5126
 SY5126:                Primary Azimuth Mark                     Grid Az
 SY5126:SPC WA N     -  SKYLINE                                  178 53 11.0
 SY5126:UTM  10      -  SKYLINE                                  177 16 29.9
 SY5126
 SY5126|---------------------------------------------------------------------|
 SY5126| PID    Reference Object                     Distance      Geod. Az  |
 SY5126|                                                           dddmmss.s |
 SY5126| SY5273 SKYLINE                             APPROX.13.9 KM 1773306.4 |
 SY5126| DE6940 COLEMAN RM 1                         22.342 METERS 24600     |
 SY5126| CF7305 COLEMAN AZ MK                                      3091810.1 |
 SY5126| CF7307 COLEMAN RM 2                         38.316 METERS 33501     |
 SY5126|---------------------------------------------------------------------|
 SY5126
 SY5126                          SUPERSEDED SURVEY CONTROL
 SY5126
 SY5126  NAD 83(1986)-  47 43 39.53467(N)    122 37 33.34150(W) AD(       ) 2
 SY5126  NAD 27      -  47 43 40.18600(N)    122 37 28.83300(W) AD(       ) 2
 SY5126  NGVD 29 (07/19/86)  120.4    (m)          395.     (f) VERT ANG       
 SY5126
 SY5126.Superseded values are not recommended for survey control.
 SY5126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5126.See file dsdata.txt to determine how the superseded data were derived.
 SY5126
 SY5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2805186098(NAD 83)
 SY5126_MARKER: DS = TRIANGULATION STATION DISK
 SY5126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5126_STAMPING: COLEMAN 1956
 SY5126_MARK LOGO: CGS   
 SY5126_PROJECTION: RECESSED 20 CENTIMETERS
 SY5126_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5126
 SY5126  HISTORY     - Date     Condition        Report By
 SY5126  HISTORY     - 1956     MONUMENTED       CGS
 SY5126
 SY5126                          STATION DESCRIPTION
 SY5126
 SY5126'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (CLF)
 SY5126'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL GRASS
 SY5126'COVERED LOT ABOUT 125 FEET EAST OF MR. REX COLEMANS RESIDENCE. IT
 SY5126'IS ABOUT 11 MILES NORTH OF BREMERTON, AND 3/4/ MILES
 SY5126'EAST-SOUTHEAST OF POULSBO.
 SY5126'
 SY5126'TO REACH THE STATION FROM THE POST OFFICE IN POULSBO, DRIVE
 SY5126'SOUTH-SOUTHEAST ON 1ST STREET FOR 0.2 MILE TO LINCOLN STREET.
 SY5126'TURN LEFT, EAST, FOR 0.05 MILE TO A FIVE STREET INTERSECTION.
 SY5126'KEEP STRAIGHT AHEAD, EAST, ON HOSTMARK STREET, AND GO 0.3 MILE
 SY5126'TO THE JUNCTION OF HOSTMARK STREET AND STATE HIGHWAY 21A.
 SY5126'CONTINUE ACROSS HIGHWAY, UPHILL, EASTERLY FOR 0.45 TO A -T-
 SY5126'ROAD.  TURN RIGHT, SOUTH, AND GO 0.25 MILE TO A SIDE ROAD LEFT,
 SY5126'JUST BEFORE GETTING TO THE MAIN GATE OF A MILITARY INSTALLATION.
 SY5126'TURN LEFT, EAST AND SOUTH, ALONG THE OUTSIDE OF THE FENCE WHICH
 SY5126'SURROUNDS THE MILITARY INSTALLATION, AND GO 0.2 MILE TO THE
 SY5126'COLEMAN RESIDENCE AND THE STATION.
 SY5126'
 SY5126'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK ARE
 SY5126'STANDARD DISKS SET IN THE TOP OF 12 INCH ROUND CONCRETE MONUMENTS.
 SY5126'
 SY5126'THE STATION MARK IS STAMPED--COLEMAN 1956--, AND IS 8 INCHES BELOW
 SY5126'THE SURFACE OF THE GROUND.  IT IS 70 FEET NORTH OF THE EAST-WEST
 SY5126'FENCE LINE AND 86 FEET NORTHEAST OF THE POWER LINE POLE, WHICH
 SY5126'SERVES AS THE CORNER POST IN THE SOUTHWEST CORNER OF THE PASTURE.
 SY5126'
 SY5126'REFERENCE MARK 1 IS STAMPED--COLEMAN NO 1 1956--, AND PROJECTS
 SY5126'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 28 FEET EAST OF
 SY5126'A POWER LINE POLE WHICH IS THE SOUTHWEST CORNER OF THE PASTURE,
 SY5126'AND 6 INCHES NORTH OF AN EAST-WEST FENCE.
 SY5126'
 SY5126'REFERENCE MARK 2 IS STAMPED--COLEMAN NO 2 1956--, AND PROJECTS
 SY5126'3 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 49 FEET WEST OF A
 SY5126'NORTH-SOUTH FENCE, AND 14 INCHES EAST OF A POWER LINE.
 SY5126'
 SY5126'THE AZIMUTH MARK IS STAMPED--COLEMAN 1956--, AND PROJECTS 6 INCHES
 SY5126'ABOVE THE SURFACE OF THE GROUND.  IT IS 125 FEET WEST-SOUTHWEST OF
 SY5126'THE FLAG POLE WHICH IS ON THE MILITARY INSTALLATION, 14 INCHES
 SY5126'SOUTH OF AN EAST-WEST FENCE, AND 14 INCHES EAST OF A NORTH-SOUTH
 SY5126'FENCE.
 SY5126'
 SY5126'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG THE
 SY5126'SOUTH SIDE OF AN EAST-WEST FENCE WHICH SURROUNDS THE MILITARY
 SY5126'INSTALLATION FOR 0.1 MILE TO THE FENCE CORNER AND THE AZIMUTH
 SY5126'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3640 ***********************************************************************
 SY3640  DESIGNATION -  COLEMAN PT GOVT MEANDER CORNER
 SY3640  PID         -  SY3640
 SY3640  STATE/COUNTY-  WA/KING
 SY3640  USGS QUAD   -  AUBURN (1994)
 SY3640
 SY3640                         *CURRENT SURVEY CONTROL
 SY3640  ___________________________________________________________________
 SY3640* NAD 83(1991)-  47 31 07.83086(N)    122 12 38.26718(W)     ADJUSTED  
 SY3640* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SY3640  ___________________________________________________________________
 SY3640  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 SY3640  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 SY3640
 SY3640  HORZ ORDER  -  SECOND
 SY3640
 SY3640.The horizontal coordinates were established by classical geodetic methods
 SY3640.and adjusted by the National Geodetic Survey in December 1991..
 SY3640
 SY3640.The orthometric height was scaled from a topographic map.
 SY3640
 SY3640.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3640
 SY3640.The geoid height was determined by GEOID03.
 SY3640
 SY3640;                    North         East     Units Scale Factor Converg.
 SY3640;SPC WA N     -    58,614.230   396,272.602   MT  0.99999654   -1 01 31.5
 SY3640;SPC WA N     -   192,303.52  1,300,104.36   sFT  0.99999654   -1 01 31.5
 SY3640;UTM  10      - 5,263,125.678   559,428.743   MT  0.99964340   +0 34 55.8
 SY3640
 SY3640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3640!SPC WA N     -   1.00000206  x   0.99999654  =   0.99999860
 SY3640!UTM  10      -   1.00000206  x   0.99964340  =   0.99964546
 SY3640
 SY3640                          SUPERSEDED SURVEY CONTROL
 SY3640
 SY3640  NAD 83(1986)-  47 31 07.82389(N)    122 12 38.27475(W) AD(       ) 2
 SY3640  NAD 27      -  47 31 08.46900(N)    122 12 33.84100(W) AD(       ) 2
 SY3640
 SY3640.Superseded values are not recommended for survey control.
 SY3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3640.See file dsdata.txt to determine how the superseded data were derived.
 SY3640
 SY3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5942963126(NAD 83)
 SY3640
 SY3640  HISTORY     - Date     Condition        Report By
 SY3640  HISTORY     - 1956     FIRST OBSERVED   CGS
 SY3640
 SY3640                          STATION DESCRIPTION
 SY3640
 SY3640'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSH)
 SY3640'AT COLEMAN POINT, ON THE SE SHORE OF LAKE WASHINGTON, AT THE S
 SY3640'LIMITS OF KENNYDALE, THIS TRAVERSE STATION WAS DETERMINED FROM
 SY3640'COLEMAN, 1956.  THE MARK IS A COPPER PIN IN A PRECAST CONCRETE
 SY3640'MONUMENT, BURIED ABOUT 2 FT. BELOW THE SURFACE OF THE TURF, AND
 SY3640'ABOUT 60 FT. W OF THE SW CORNER OF THE BRICK HOUSE AT COLEMAN
 SY3640'POINT, 8306 MOUNTAIN VIEW AVENUE S.W.  THIS BOUNDARY MONUMENT OF
 SY3640'THE GOVERNMENT CADASTRAL SURVEYS MARKS A SHARP CORNER IN THE
 SY3640'MEANDER LINE AT COLEMAN POINT.
 SY3640'
 SY3640'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1583 ***********************************************************************
 RZ1583  DESIGNATION -  COLESON
 RZ1583  PID         -  RZ1583
 RZ1583  STATE/COUNTY-  WA/WHITMAN
 RZ1583  USGS QUAD   -  DIAMOND (1964)
 RZ1583
 RZ1583                         *CURRENT SURVEY CONTROL
 RZ1583  ___________________________________________________________________
 RZ1583* NAD 83(1991)-  46 59 44.30753(N)    117 28 09.81229(W)     ADJUSTED  
 RZ1583* NAVD 88     -       732.9    (meters)    2405.     (feet)  VERTCON   
 RZ1583  ___________________________________________________________________
 RZ1583  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 RZ1583  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 RZ1583
 RZ1583  HORZ ORDER  -  THIRD
 RZ1583
 RZ1583.The horizontal coordinates were established by classical geodetic methods
 RZ1583.and adjusted by the National Geodetic Survey in December 1991..
 RZ1583
 RZ1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1583
 RZ1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1583
 RZ1583.The geoid height was determined by GEOID03.
 RZ1583
 RZ1583;                    North         East     Units Scale Factor Converg.
 RZ1583;SPC WA S     -   189,196.215   730,444.158   MT  0.99994025   +2 12 05.1
 RZ1583;SPC WA S     -   620,721.25  2,396,465.54   sFT  0.99994025   +2 12 05.1
 RZ1583;UTM  11      - 5,204,786.617   464,311.305   MT  0.99961565   -0 20 35.8
 RZ1583
 RZ1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1583!SPC WA S     -   0.99988813  x   0.99994025  =   0.99982839
 RZ1583!UTM  11      -   0.99988813  x   0.99961565  =   0.99950382
 RZ1583
 RZ1583:                Primary Azimuth Mark                     Grid Az
 RZ1583:SPC WA S     -  COLESON AZ MK                            046 58 19.5
 RZ1583:UTM  11      -  COLESON AZ MK                            049 31 00.4
 RZ1583
 RZ1583|---------------------------------------------------------------------|
 RZ1583| PID    Reference Object                     Distance      Geod. Az  |
 RZ1583|                                                           dddmmss.s |
 RZ1583| CF4682 COLESON AZ MK                                      0491024.6 |
 RZ1583| CF4683 COLESON RM 1                        128.732 METERS 11228     |
 RZ1583| CF4684 COLESON RM 2                        206.197 METERS 14602     |
 RZ1583|---------------------------------------------------------------------|
 RZ1583
 RZ1583                          SUPERSEDED SURVEY CONTROL
 RZ1583
 RZ1583  NAD 83(1986)-  46 59 44.31779(N)    117 28 09.80476(W) AD(       ) 3
 RZ1583  NAD 27      -  46 59 44.72400(N)    117 28 06.12300(W) AD(       ) 3
 RZ1583  NGVD 29 (07/19/86)  731.8    (m)         2401.     (f) VERT ANG       
 RZ1583
 RZ1583.Superseded values are not recommended for survey control.
 RZ1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1583.See file dsdata.txt to determine how the superseded data were derived.
 RZ1583
 RZ1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN6431104787(NAD 83)
 RZ1583_MARKER: Z = SEE DESCRIPTION
 RZ1583_SETTING: 0 = UNSPECIFIED SETTING
 RZ1583
 RZ1583  HISTORY     - Date     Condition        Report By
 RZ1583  HISTORY     - 1949     MONUMENTED       CGS
 RZ1583
 RZ1583                          STATION DESCRIPTION
 RZ1583
 RZ1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WRH)
 RZ1583'THE STATION IS LOCATED ON THE SOUTHEAST POINT OF A SMALL HILL THAT IS
 RZ1583'IN A CULTIVATED FIELD, THERE IS SLIGHTLY HIGHER GROUND TO THE
 RZ1583'SOUTHWEST OF THE STATION.  IT IS ABOUT 6 MILES AIRLINE NORTHWEST OF
 RZ1583'COLFAX, ABOUT 8 MILES AIRLINE SOUTHEAST OF ST JOHN, AND ABOUT 10
 RZ1583'MILES AIRLINE SOUTH-SOUTHWEST OF THORNTON.
 RZ1583'
 RZ1583'THE STATION IS 465 FEET WEST OF THE CENTER LINE OF THE ROAD AND
 RZ1583'430 FEET WEST OF THE POWER LINE THAT PARALLELS THE ROAD.  IT IS A
 RZ1583'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST.  THE TOP OF
 RZ1583'THE CONCRETE POST IS 20 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 RZ1583'DISK IS STAMPED--COLESON 1949.
 RZ1583'
 RZ1583'REFERENCE MARK NUMBER ONE IS 5 FEET SOUTH OF A POWER-LINE POLE, 15
 RZ1583'FEET EAST OF A POWER-LINE POLE GUY WIRE, 25 FEET WEST OF THE
 RZ1583'CENTER LINE OF THE ROAD, AND 6 INCHES WEST OF A WIRE FENCE.  IT IS
 RZ1583'A STANDARD DISK WELDED TO THE TOP OF AN IRON PIPE THAT WAS SET IN
 RZ1583'CONCRETE AND PROJECTS 6 INCHES ABOVE THE GROUND.  THE DISK IS
 RZ1583'STAMPED--COLESON NO 1 1949.  THE MARK IS 73 FEET LOWER THAN THE
 RZ1583'STATION.
 RZ1583'
 RZ1583'REFERENCE MARK NUMBER TWO IS 18 INCHES EAST OF A WIRE FENCE, 5 FEET
 RZ1583'NORTH OF A POWER-LINE POLE, AND 25 FEET WEST OF THE CENTER LINE OF
 RZ1583'THE ROAD.  IT IS A STANDARD DISK WELDED TO THE TOP OF AN IRON PIPE
 RZ1583'THAT WAS SET IN CONCRETE AND PROJECTS 8 INCHES ABOVE THE GROUND.  THE
 RZ1583'DISK IS STAMPED--COLESON NO 2 1949.  THE MARK IS 119 FEET LOWER THAN
 RZ1583'THE STATION.
 RZ1583'
 RZ1583'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 RZ1583'ROAD, 42 FEET EAST OF THE NORTH-SOUTH ROAD, AND 3 FEET WEST OF A
 RZ1583'FENCE CORNER POST.  IT IS A STANDARD DISK SET IN THE TOP OF A
 RZ1583'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  THE DISK
 RZ1583'IS STAMPED--COLESON 1949.  TO REACH THE MARK FROM THE STATION PACK
 RZ1583'EAST FOR 155 YARDS TO THE ROAD.  GO NORTHERLY ON THE ROAD FOR 0.5
 RZ1583'MILE TO A T-ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
 RZ1583'
 RZ1583'TO REACH THE STATION FROM THE POST OFFICE IN STEPTOE GO WESTERLY ON
 RZ1583'THE PAVED ROAD AS PER SIGN ST JOHN FOR 5.4 MILES TO A GRAVEL ROAD
 RZ1583'TO THE LEFT.  TURN SHARP LEFT, SOUTHWEST, AND GO 0.2 MILE TO A
 RZ1583'T-ROAD AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE,
 RZ1583'STRAIGHT AHEAD, ON THE RIGHT HAND ROAD FOR 0.5 MILE TO THE TOP OF A
 RZ1583'HILL AND A TRIANGULAR BLAZED POWER-LINE POLE ON THE RIGHT.  FROM
 RZ1583'THIS POINT PACK 155 YARDS WEST TO THE TOP OF THE HILL AND THE MARK
 RZ1583'ON THE SOUTHEAST POINT OF THE HILL AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1581 ***********************************************************************
 RZ1581  DESIGNATION -  COLFAX
 RZ1581  PID         -  RZ1581
 RZ1581  STATE/COUNTY-  WA/WHITMAN
 RZ1581  USGS QUAD   -  WILCOX (1964)
 RZ1581
 RZ1581                         *CURRENT SURVEY CONTROL
 RZ1581  ___________________________________________________________________
 RZ1581* NAD 83(1991)-  46 51 32.84670(N)    117 27 09.75932(W)     ADJUSTED  
 RZ1581* NAVD 88     -       733.4    (meters)    2406.     (feet)  VERTCON   
 RZ1581  ___________________________________________________________________
 RZ1581  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 RZ1581  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 RZ1581
 RZ1581  HORZ ORDER  -  SECOND
 RZ1581
 RZ1581.The horizontal coordinates were established by classical geodetic methods
 RZ1581.and adjusted by the National Geodetic Survey in December 1991..
 RZ1581
 RZ1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1581
 RZ1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1581
 RZ1581.The geoid height was determined by GEOID03.
 RZ1581
 RZ1581;                    North         East     Units Scale Factor Converg.
 RZ1581;SPC WA S     -   174,080.925   732,298.100   MT  0.99992602   +2 12 48.7
 RZ1581;SPC WA S     -   571,130.50  2,402,548.02   sFT  0.99992602   +2 12 48.7
 RZ1581;UTM  11      - 5,189,608.750   465,492.054   MT  0.99961464   -0 19 49.2
 RZ1581
 RZ1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1581!SPC WA S     -   0.99988808  x   0.99992602  =   0.99981411
 RZ1581!UTM  11      -   0.99988808  x   0.99961464  =   0.99950276
 RZ1581
 RZ1581|---------------------------------------------------------------------|
 RZ1581| PID    Reference Object                     Distance      Geod. Az  |
 RZ1581|                                                           dddmmss.s |
 RZ1581| CF4686 COLFAX RM 1                         246.255 METERS 03149     |
 RZ1581| CF4685 COLFAX AZ MK                                       0512713.2 |
 RZ1581| CF4687 COLFAX RM 2                         170.387 METERS 34841     |
 RZ1581|---------------------------------------------------------------------|
 RZ1581
 RZ1581                          SUPERSEDED SURVEY CONTROL
 RZ1581
 RZ1581  NAD 83(1986)-  46 51 32.85500(N)    117 27 09.75031(W) AD(       ) 2
 RZ1581  NAD 27      -  46 51 33.26500(N)    117 27 06.07400(W) AD(       ) 2
 RZ1581  NGVD 29 (07/19/86)  732.3    (m)         2403.     (f) VERT ANG       
 RZ1581
 RZ1581.Superseded values are not recommended for survey control.
 RZ1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1581.See file dsdata.txt to determine how the superseded data were derived.
 RZ1581
 RZ1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM6549289609(NAD 83)
 RZ1581_MARKER: Z = SEE DESCRIPTION
 RZ1581_SETTING: 0 = UNSPECIFIED SETTING
 RZ1581
 RZ1581  HISTORY     - Date     Condition        Report By
 RZ1581  HISTORY     - 1948     MONUMENTED       CGS
 RZ1581  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RZ1581
 RZ1581                          STATION DESCRIPTION
 RZ1581
 RZ1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MTP)
 RZ1581'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF DUSTY, 5 MILES
 RZ1581'SOUTHEAST OF DIAMOND, 5 MILES SOUTHWEST OF COLFAX, ABOUT 150 YARDS
 RZ1581'SOUTH OF STATE HIGHWAY NO. 295 AND ON THE HIGHEST POINT OF A
 RZ1581'NORTH-SOUTH RIDGE, WHICH IS UNDER CULTIVATION.
 RZ1581'
 RZ1581'THE STATION IS MARKED BY A BRONZE DISK BRAZED TO A 3 INCH SOIL PIPE,
 RZ1581'18 INCHES BELOW THE SURFACE, 60 FEET WEST OF THE EAST SLOPE OF THE
 RZ1581'RIDGE, ABOUT 50 FEET SOUTH OF THE NORTH SLOPE OF SAME AND STAMPED
 RZ1581'COLFAX 1948.
 RZ1581'
 RZ1581'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RZ1581'POST AND PROJECTS ABOUT 4 INCHES.  IT IS 30 PACES SOUTH OF THE
 RZ1581'CENTERLINE OF HIGHWAY, 30 FEET ABOVE THE HIGHWAY ELEVATION AND 2
 RZ1581'FEET NORTH OF A FENCELINE.  THE MARK IS STAMPED COLFAX NO 1 1948.
 RZ1581'
 RZ1581'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RZ1581'POST PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 RZ1581'ABOUT 30 PACES NORTH OF THE CENTERLINE OF THE HIGHWAY, 25 FEET ABOVE
 RZ1581'THE HIGHWAY SURFACE, 4 FEET EAST OF A TELEPHONE POLE AND 1 FOOT
 RZ1581'SOUTH OF A FENCELINE.  THE MARK IS STAMPED COLFAX NO 2 1948.
 RZ1581'
 RZ1581'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING
 RZ1581'6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 37-1/2 FEET NORTH OF
 RZ1581'THE CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF A FENCELINE, 7 FEET
 RZ1581'EAST OF A WITNESS POST AND 5 FEET WEST OF TELEPHONE POLE 2609.  THE
 RZ1581'MARK IS STAMPED COLFAX 1948.
 RZ1581'
 RZ1581'TO REACH THE STATION FROM THE COURTHOUSE IN COLFAX, GO NORTH ON
 RZ1581'MAIN STREET FOR .4 MILE TO A Y-INTERSECTION WITH TWIN BRIDGES.  TAKE
 RZ1581'LEFT FORK AS PER SIGN WALLA WALLA 98, WHICH IS STATE HIGHWAY 295,
 RZ1581'FOR 4.65 MILES TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE
 RZ1581'HIGHWAY.  CONTINUE AHEAD FOR ABOUT 0.3 MILE TO THE END OF TRUCK
 RZ1581'TRAVEL.  PACK LEFT UP STEEP BANK THENCE TO THE HIGHEST POINT OF
 RZ1581'THE RIDGE, DIRECTLY AHEAD, AND STATION SITE, A TEN MINUTE PACK.
 RZ1581
 RZ1581                          STATION RECOVERY (1949)
 RZ1581
 RZ1581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WRH)
 RZ1581'THE STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED AND FOUND
 RZ1581'TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 RZ1581'
 RZ1581'THE STATION IS LOCATED ON THE HIGHEST POINT OF A NORTH-SOUTH RIDGE
 RZ1581'WHICH IS UNDER CULTIVATION, ABOUT 4-1/2 MILES AIRLINE
 RZ1581'WEST-SOUTHWEST OF COLFAX, ABOUT 4 MILES AIRLINE NORTHEAST OF WILCOX
 RZ1581'AND ABOUT 5 MILES AIRLINE SOUTH-SOUTHEAST OF DIAMOND.
 RZ1581'
 RZ1581'TO REACH THE STATION FROM THE WHITMAN COUNTY COURTHOUSE IN COLFAX, GO
 RZ1581'NORTHEAST ON MAIN STREET FOR 0.4 MILE TO A FORK.  TURN LEFT AND GO
 RZ1581'ABOUT 75 YARDS TO A STOP SIGN.  TURN LEFT ONTO U.S. HIGHWAY 295 AS
 RZ1581'PER SIGN WALLA WALLA 98 AND GO 4.6 MILES TO A WHITE WITNESS POST AND
 RZ1581'THE AZIMUTH MARK ON THE RIGHT.  KEEP STRAIGHT AHEAD AND GO 0.4
 RZ1581'MILE TO THE TOP OF A SLIGHT GRADE.  PACK SOUTH ABOUT 160 YARDS TO THE
 RZ1581'HIGHEST POINT AND THE STATION.
 RZ1581'
 RZ1581'THE STATION MARK IS A STANDARD DISK STAMPED COLFAX 1948 BRAZED TO THE
 RZ1581'TOP OF A 3-INCH IRON PIPE AND IS SET ABOUT 18 INCHES BELOW THE
 RZ1581'SURFACE OF THE GROUND.  IT IS ABOUT 30 FEET NORTH OF A DIM TRACK ROAD
 RZ1581'THAT RUNS ALONG THE CREST OF THE RIDGE.
 RZ1581'
 RZ1581'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED COLFAX NO 1 1948
 RZ1581'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT
 RZ1581'6 INCHES ABOVE THE GROUND.  IT IS ABOUT 80 FEET SOUTH-SOUTHEAST OF
 RZ1581'THE CENTER LINE OF U.S. HIGHWAY 295 AND ABOUT 2 FEET
 RZ1581'NORTH-NORTHWEST OF A FENCE LINE.
 RZ1581'
 RZ1581'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED COLFAX NO 2 1948
 RZ1581'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 RZ1581'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT
 RZ1581'SOUTH-SOUTHWEST OF A FENCE LINE, 4.5 FEET EAST-NORTHEAST OF
 RZ1581'TELEPHONE POLE 2591 AND ABOUT 60 FEET NORTH-NORTHWEST OF THE CENTER
 RZ1581'LINE OF U.S. HIGHWAY 295.
 RZ1581'
 RZ1581'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 295
 RZ1581'AND IS A STANDARD DISK STAMPED COLFAX 1948 SET IN THE TOP OF A
 RZ1581'10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 6 INCHES ABOVE THE
 RZ1581'GROUND.  IT IS 37.8 FEET NORTH-NORTHWEST OF THE CENTER LINE OF
 RZ1581'U.S. HIGHWAY 295, 1.4 FEET SOUTH-SOUTHWEST OF A FENCE LINE, 4.4 FEET
 RZ1581'WEST-SOUTHWEST OF TELEPHONE POLE 2609 AND 7.0 FEET EAST-NORTHEAST
 RZ1581'OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1874 ***********************************************************************
 RZ1874  DESIGNATION -  COLFAX
 RZ1874  PID         -  RZ1874
 RZ1874  STATE/COUNTY-  WA/WHITMAN
 RZ1874  USGS QUAD   -  WILCOX (1964)
 RZ1874
 RZ1874                         *CURRENT SURVEY CONTROL
 RZ1874  ___________________________________________________________________
 RZ1874* NAD 83(1991)-  46 51 32.84169(N)    117 27 09.76989(W)     ADJUSTED  
 RZ1874* NAVD 88     -       733.     (meters)    2405.     (feet)  VERTCON   
 RZ1874  ___________________________________________________________________
 RZ1874  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 RZ1874  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 RZ1874
 RZ1874  HORZ ORDER  -  THIRD
 RZ1874
 RZ1874.The horizontal coordinates were established by classical geodetic methods
 RZ1874.and adjusted by the National Geodetic Survey in December 1991..
 RZ1874
 RZ1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1874
 RZ1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1874
 RZ1874.The geoid height was determined by GEOID03.
 RZ1874
 RZ1874;                    North         East     Units Scale Factor Converg.
 RZ1874;SPC WA S     -   174,080.762   732,297.882   MT  0.99992602   +2 12 48.7
 RZ1874;SPC WA S     -   571,129.97  2,402,547.30   sFT  0.99992602   +2 12 48.7
 RZ1874;UTM  11      - 5,189,608.597   465,491.830   MT  0.99961464   -0 19 49.2
 RZ1874
 RZ1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1874!SPC WA S     -   0.99988813  x   0.99992602  =   0.99981416
 RZ1874!UTM  11      -   0.99988813  x   0.99961464  =   0.99950281
 RZ1874
 RZ1874:                Primary Azimuth Mark                     Grid Az
 RZ1874:SPC WA S     -  SUNSET                                   356 20 45.9
 RZ1874:UTM  11      -  SUNSET                                   358 53 23.8
 RZ1874
 RZ1874|---------------------------------------------------------------------|
 RZ1874| PID    Reference Object                     Distance      Geod. Az  |
 RZ1874|                                                           dddmmss.s |
 RZ1874| SV1715 SUNSET                              APPROX.24.7 KM 3583334.6 |
 RZ1874|---------------------------------------------------------------------|
 RZ1874
 RZ1874                          SUPERSEDED SURVEY CONTROL
 RZ1874
 RZ1874  NAD 83(1986)-  46 51 32.84908(N)    117 27 09.76450(W) AD(       ) 3
 RZ1874  NGVD 29 (10/02/90)  732.     (m)         2402.     (f) VERT ANG       
 RZ1874
 RZ1874.Superseded values are not recommended for survey control.
 RZ1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1874.See file dsdata.txt to determine how the superseded data were derived.
 RZ1874
 RZ1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM6549289609(NAD 83)
 RZ1874_MARKER: Z = SEE DESCRIPTION
 RZ1874_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RZ1874_SP_SET: OBJECT DRIVEN INTO GROUND
 RZ1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1874
 RZ1874  HISTORY     - Date     Condition        Report By
 RZ1874  HISTORY     - 1902     MONUMENTED       USGS
 RZ1874
 RZ1874                          STATION DESCRIPTION
 RZ1874
 RZ1874'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 RZ1874'LOCATED ABOUT 5 MI NEARLY W. OF COLFAX.  ON MOUND IN FIELD 250 FT.
 RZ1874'S. OF RD.
 RZ1874'
 RZ1874'TO REACH NOT GIVEN.
 RZ1874'
 RZ1874'STATION MARK--IRON BM POST SET 40 INCHES IN GROUND.
 RZ1874'
 RZ1874'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1931 ***********************************************************************
 SA1931  DESIGNATION -  COLLEGE
 SA1931  PID         -  SA1931
 SA1931  STATE/COUNTY-  WA/WALLA WALLA
 SA1931  USGS QUAD   -  COLLEGE PLACE (1978)
 SA1931
 SA1931                         *CURRENT SURVEY CONTROL
 SA1931  ___________________________________________________________________
 SA1931* NAD 83(1991)-  46 02 44.15071(N)    118 22 41.24746(W)     ADJUSTED  
 SA1931* NAVD 88     -       258.1    (meters)     847.     (feet)  VERTCON   
 SA1931  ___________________________________________________________________
 SA1931  LAPLACE CORR-           9.58  (seconds)                    DEFLEC99
 SA1931  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 SA1931
 SA1931  HORZ ORDER  -  THIRD
 SA1931
 SA1931.The horizontal coordinates were established by classical geodetic methods
 SA1931.and adjusted by the National Geodetic Survey in December 1991..
 SA1931
 SA1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1931
 SA1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1931
 SA1931.The geoid height was determined by GEOID03.
 SA1931
 SA1931;                    North         East     Units Scale Factor Converg.
 SA1931;SPC WA S     -    81,376.893   664,205.824   MT  0.99995864   +1 32 28.8
 SA1931;SPC WA S     -   266,984.02  2,179,148.61   sFT  0.99995864   +1 32 28.8
 SA1931;SPC OR N     -   266,519.572 2,664,215.500   MT  1.00001192   +1 30 17.3
 SA1931;SPC OR N     -   874,408.04  8,740,864.50   iFT  1.00001192   +1 30 17.3
 SA1931;UTM  11      - 5,100,036.900   393,376.697   MT  0.99973976   -0 59 31.9
 SA1931
 SA1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1931!SPC WA S     -   0.99996281  x   0.99995864  =   0.99992145
 SA1931!SPC OR N     -   0.99996281  x   1.00001192  =   0.99997473
 SA1931!UTM  11      -   0.99996281  x   0.99973976  =   0.99970258
 SA1931
 SA1931|---------------------------------------------------------------------|
 SA1931| PID    Reference Object                     Distance      Geod. Az  |
 SA1931|                                                           dddmmss.s |
 SA1931| CF4693 COLLEGE RM 1                         16.000 METERS 00026     |
 SA1931| SA1918 WALLA WALLA PENITENTIARY STACK      APPROX. 4.1 KM 0194925.0 |
 SA1931| SA1919 WALLA WALLA PENITENTIARY TANK       APPROX. 4.0 KM 0203447.9 |
 SA1931| SA1917 WALLA WALLA VET ADM HOSP TANK       APPROX. 2.1 KM 0661239.7 |
 SA1931| CF4694 COLLEGE RM 2                         12.756 METERS 08122     |
 SA1931| SA1915 WALLA WALLA RAD STA KHIT MAST       APPROX. 2.2 KM 1170801.2 |
 SA1931| CF4692 COLLEGE AZ MK 2                                    1793551.2 |
 SA1931| CF4691 COLLEGE AZ MK                                      1804416.7 |
 SA1931| CF4695 COLLEGE RM 3                         21.870 METERS 23713     |
 SA1931| SA1930 COLLEGE PLACE MUNICIPAL TANK        APPROX. 0.5 KM 2564350.0 |
 SA1931| SA1933 HADLEY                              APPROX.14.7 KM 3494547.4 |
 SA1931|---------------------------------------------------------------------|
 SA1931
 SA1931                          SUPERSEDED SURVEY CONTROL
 SA1931
 SA1931  NAD 83(1991)-  46 02 44.15065(N)    118 22 41.24779(W) AD(       ) 3
 SA1931  NAD 83(1986)-  46 02 44.15471(N)    118 22 41.24176(W) AD(       ) 3
 SA1931  NAD 27      -  46 02 44.66665(N)    118 22 37.36263(W) AD(       ) 3
 SA1931  NGVD 29 (07/19/86)  257.1    (m)          844.     (f) VERT ANG       
 SA1931
 SA1931.Superseded values are not recommended for survey control.
 SA1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1931.See file dsdata.txt to determine how the superseded data were derived.
 SA1931
 SA1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM9337700037(NAD 83)
 SA1931_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1931
 SA1931  HISTORY     - Date     Condition        Report By
 SA1931  HISTORY     - 1963     MONUMENTED       CGS
 SA1931  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SA1931  HISTORY     - 1971     SEE DESCRIPTION  LOCSUR
 SA1931  HISTORY     - 20030630 GOOD             GEOCAC
 SA1931
 SA1931                          STATION DESCRIPTION
 SA1931
 SA1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 SA1931'THE STATION IS LOCATED IN COLLEGE PLACE, IN THE SOUTHEAST SECTION OF
 SA1931'THE CITY AT THE SOUTHEAST ANGLE OF INTERSECTION OF FOURTH STREET
 SA1931'AND LARCH AVENUE.  IT IS ON PROPERTY OWNED BY MR. VIRGIL DAVIN.
 SA1931'
 SA1931'TO REACH THE STATION FROM THE U.S. POST OFFICE IN COLLEGE PLACE, GO
 SA1931'NORTH ON COLLEGE AVENUE FOR ONE BLOCK TO FOURTH STREET.  TURN RIGHT
 SA1931'AND GO EAST ON FOURTH STREET FOR 0.5 MILE TO THE INTERSECTION OF
 SA1931'FOURTH STREET AND LARCH AVENUE AND THE STATION.
 SA1931'
 SA1931'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON LARCH AVENUE
 SA1931'FOR 0.55 MILE TO SOUTHEAST 12TH STREET AND THE MARK ON THE LEFT.
 SA1931'
 SA1931'THE STATION MARK IS A STANDARD DISK, STAMPED COLLEGE 1963, SET IN THE
 SA1931'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 SA1931'IS 44 FEET EAST OF THE CENTERLINE OF LARCH AVENUE, 30 FEET SOUTH OF
 SA1931'THE CENTERLINE OF FOURTH STREET, 8 FEET NORTHEAST OF A FIRE PLUG
 SA1931'NO. 42 E AND 6.2 FEET NORTHEAST OF A METAL WITNESS POST.
 SA1931'
 SA1931'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLLEGE NO 1 1963,
 SA1931'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 SA1931'IT IS 51.9 FEET SOUTHEAST OF A POWER LINE POLE NO. 2157, 25 FEET
 SA1931'NORTH OF THE CENTERLINE OF FOURTH STREET AND AT ABOUT THE SAME
 SA1931'ELEVATION AS THE STATION.
 SA1931'
 SA1931'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLLEGE NO 2 1963,
 SA1931'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 SA1931'IT IS 47.5 FEET EAST OF A METAL WITNESS POST, 42 FEET SOUTH OF THE
 SA1931'CENTERLINE OF FOURTH STREET AND AT ABOUT THE SAME ELEVATION AS THE
 SA1931'STATION.
 SA1931'
 SA1931'AZIMUTH MARK IS A STANDARD DISK, STAMPED COLLEGE 1963, SET IN THE
 SA1931'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 48
 SA1931'FEET NORTH OF THE CENTERLINE OF SOUTHEAST 12TH STREET, 16 FEET
 SA1931'EAST OF THE CENTERLINE OF LARCH AVENUE, 2.3 FEET SOUTH OF A METAL
 SA1931'WITNESS POST, 1.8 FEET NORTHEAST OF POWER LINE POLE NO. 2144 AND 1
 SA1931'FOOT WEST OF A FENCE.
 SA1931
 SA1931                          STATION RECOVERY (1969)
 SA1931
 SA1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SA1931'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 SA1931'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE DESTROYED TO PERMIT
 SA1931'CONSTRUCTION AND STREET IMPROVEMENT.  REFERENCE MARK NO. 3 AND A
 SA1931'NEW AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 SA1931'FOLLOWS.
 SA1931'
 SA1931'THE STATION IS AT COLLEGE PLACE, IN THE SOUTHEAST ANGLE FORMED BY
 SA1931'4TH STREET AND SE LARCH AVENUE.
 SA1931'
 SA1931'TO REACH THE STATION FROM THE COLLEGE PLACE POST OFFICE GO NORTH ON
 SA1931'COLLEGE AVENUE FOR 0.05 MILE TO 4TH STREET, TURN RIGHT AND GO EAST
 SA1931'ON 4TH STREET FOR 0.5 MILE TO SE LARCH AVENUE AND THE STATION ON THE
 SA1931'RIGHT.
 SA1931'
 SA1931'THE STATION MARK, STAMPED COLLEGE 1963, IS A STANDARD DISK SET IN A
 SA1931'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 35 FEET
 SA1931'EAST OF THE CENTER OF SE LARCH AVENUE, 29 FEET SOUTH OF THE CENTER
 SA1931'OF SE 4TH STREET, 8 FEET NORTHEAST OF A FIRE HYDRANT AND 6 FEET
 SA1931'NORTHEAST OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 SA1931'
 SA1931'REFERENCE MARK NO. 1, STAMPED COLLEGE NO 1 1963, IS A STANDARD DISK
 SA1931'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 55 FEET
 SA1931'NORTH OF THE WITNESS POST, 52 FEET SOUTHEAST OF A POWER POLE WITH A
 SA1931'TRANSFORMER, 36 FEET EAST OF THE PROLONGED CENTER LINE OF SE LARCH
 SA1931'AVENUE, 27 FEET EAST OF A FENCE CORNER, 24 FEET NORTH OF THE CENTER
 SA1931'OF SE 4TH STREET AND 2 FEET NORTH OF THE CURB.  (NOTE 11A)
 SA1931'
 SA1931'REFERENCE MARK NO. 3, STAMPED COLLEGE NO 3 1969, IS A STANDARD DISK
 SA1931'CEMENTED IN A DRILL HOLE IN THE WEST CURB OF SE LARCH AVENUE, 70 FEET
 SA1931'SOUTHWEST OF THE WITNESS POST, 68 FEET SOUTH OF THE CENTER OF SE 4TH
 SA1931'STREET, 26 FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO HOUSE NO.
 SA1931'408 AND 24 FEET WEST OF THE CENTER OF SE LARCH AVENUE.
 SA1931'
 SA1931'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 109.64 FEET.
 SA1931'
 SA1931'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON SE LARCH
 SA1931'AVENUE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 SA1931'
 SA1931'THE AZIMUTH MARK, STAMPED COLLEGE 1963 AZ 2 1969, IS A STANDARD
 SA1931'DISK CEMENTED IN A DRILL HOLE IN THE CURB ALONG THE SOUTH SIDE OF THE
 SA1931'PARKING LOT FOR THE PARK, 225 FEET SOUTH-SOUTHEAST OF A CULVERT OVER
 SA1931'A SMALL CREEK, 61 FEET EAST OF THE CENTER OF SE LARCH AVENUE, 22 FEET
 SA1931'NORTHEAST OF THE SOUTHWEST END OF THE CURB AND 2.5 FEET NORTH OF
 SA1931'TELEPHONE POLE NO. 83 L, WITH A WITNESS SIGN NAILED ON IT.
 SA1931'
 SA1931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT COLLEGE PLACE.
 SA1931
 SA1931                          STATION RECOVERY (1971)
 SA1931
 SA1931'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971 (AJL)
 SA1931'COLLEGE 1963 O.K. SEE BELOW
 SA1931'
 SA1931'THE AZIMUTH MARK HAS BEEN DESTROYED, AND A NEW HOUSE HAS BEEN BUILT-
 SA1931'OBSTRUCTING A VIEW OF THE WALLA WALLA PENITENTIARY STACK, ALSO THE
 SA1931'WATER TANK.  THIS MARK HAS LOST ITS VALUE AS A POINT OF REFERENCE
 SA1931'FOR LOCAL SURVEY WORK, AND SHOULD BE AUGMENTED BY A NEW MONUMENT
 SA1931'LOCATED ABOUT 50 FEET NORTHWEST.
 SA1931
 SA1931                          STATION RECOVERY (2003)
 SA1931
 SA1931'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA1931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1930 ***********************************************************************
 SA1930  DESIGNATION -  COLLEGE PLACE MUNICIPAL TANK
 SA1930  PID         -  SA1930
 SA1930  STATE/COUNTY-  WA/WALLA WALLA
 SA1930  USGS QUAD   -  COLLEGE PLACE (1978)
 SA1930
 SA1930                         *CURRENT SURVEY CONTROL
 SA1930  ___________________________________________________________________
 SA1930* NAD 83(1991)-  46 02 40.20350(N)    118 23 05.27948(W)     ADJUSTED  
 SA1930* NAVD 88     -                                                        
 SA1930  ___________________________________________________________________
 SA1930  LAPLACE CORR-           9.40  (seconds)                    DEFLEC99
 SA1930  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 SA1930
 SA1930  HORZ ORDER  -  THIRD
 SA1930
 SA1930.The horizontal coordinates were established by classical geodetic methods
 SA1930.and adjusted by the National Geodetic Survey in December 1991..
 SA1930
 SA1930
 SA1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1930
 SA1930.The geoid height was determined by GEOID03.
 SA1930
 SA1930;                    North         East     Units Scale Factor Converg.
 SA1930;SPC WA S     -    81,241.194   663,692.613   MT  0.99995882   +1 32 11.3
 SA1930;SPC WA S     -   266,538.82  2,177,464.85   sFT  0.99995882   +1 32 11.3
 SA1930;SPC OR N     -   266,384.192 2,663,702.176   MT  1.00001162   +1 30 00.3
 SA1930;SPC OR N     -   873,963.88  8,739,180.37   iFT  1.00001162   +1 30 00.3
 SA1930;UTM  11      - 5,099,924.044   392,858.103   MT  0.99974112   -0 59 49.1
 SA1930
 SA1930                          SUPERSEDED SURVEY CONTROL
 SA1930
 SA1930  NAD 83(1991)-  46 02 40.20358(N)    118 23 05.27901(W) AD(       ) 4
 SA1930  NAD 83(1986)-  46 02 40.20798(N)    118 23 05.27185(W) AD(       ) 4
 SA1930  NAD 27      -  46 02 40.71865(N)    118 23 01.39522(W) AD(       ) 3
 SA1930
 SA1930.Superseded values are not recommended for survey control.
 SA1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1930.See file dsdata.txt to determine how the superseded data were derived.
 SA1930
 SA1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL9285899924(NAD 83)
 SA1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1930+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2003
 SA1930
 SA1930  HISTORY     - Date     Condition        Report By
 SA1930  HISTORY     - 1964     MONUMENTED       CGS
 SA1930  HISTORY     - 20030901 GOOD             GEOCAC
 SA1930
 SA1930                          STATION DESCRIPTION
 SA1930
 SA1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 SA1930'THE STATION IS THE CENTER OF THE TOP OF A 140 FOOT HIGH ELEVATED
 SA1930'TANK, LOCATED IN THE CENTER OF A BLOCK FORMED BY SOUTHEAST BIRCH
 SA1930'STREET, SOUTHEAST FOURTH STREET, SOUTHEAST DATE AVENUE AND SOUTHEAST
 SA1930'SIXTH STREET IN COLLEGE PLACE.
 SA1930
 SA1930                          STATION RECOVERY (2003)
 SA1930
 SA1930'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA1930'TANK REMAINS AND IN USE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4265 ***********************************************************************
 SY4265  DESIGNATION -  COLMAN 1934
 SY4265  PID         -  SY4265
 SY4265  STATE/COUNTY-  WA/KING
 SY4265  USGS QUAD   -  POVERTY BAY (1994)
 SY4265
 SY4265                         *CURRENT SURVEY CONTROL
 SY4265  ___________________________________________________________________
 SY4265* NAD 83(1991)-  47 36 09.47286(N)    122 20 25.41380(W)     ADJUSTED  
 SY4265* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY4265  ___________________________________________________________________
 SY4265  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 SY4265  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY4265
 SY4265  HORZ ORDER  -  THIRD
 SY4265
 SY4265.The horizontal coordinates were established by classical geodetic methods
 SY4265.and adjusted by the National Geodetic Survey in December 1991..
 SY4265
 SY4265.The orthometric height was scaled from a topographic map.
 SY4265
 SY4265.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4265
 SY4265.The geoid height was determined by GEOID03.
 SY4265
 SY4265;                    North         East     Units Scale Factor Converg.
 SY4265;SPC WA N     -    68,111.345   386,683.469   MT  0.99998244   -1 07 19.3
 SY4265;SPC WA N     -   223,461.97  1,268,644.01   sFT  0.99998244   -1 07 19.3
 SY4265;UTM  10      - 5,272,346.648   549,580.296   MT  0.99963021   +0 29 13.6
 SY4265
 SY4265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4265!SPC WA N     -   1.00000338  x   0.99998244  =   0.99998582
 SY4265!UTM  10      -   1.00000338  x   0.99963021  =   0.99963359
 SY4265
 SY4265                          SUPERSEDED SURVEY CONTROL
 SY4265
 SY4265  NAD 83(1986)-  47 36 09.46682(N)    122 20 25.41942(W) AD(       ) 3
 SY4265  NAD 27      -  47 36 10.11200(N)    122 20 20.96900(W) AD(       ) 3
 SY4265
 SY4265.Superseded values are not recommended for survey control.
 SY4265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4265.See file dsdata.txt to determine how the superseded data were derived.
 SY4265
 SY4265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4958072347(NAD 83)
 SY4265
 SY4265  HISTORY     - Date     Condition        Report By
 SY4265  HISTORY     - 1934     MONUMENTED       CGS
 SY4265  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4265
 SY4265                          STATION DESCRIPTION
 SY4265
 SY4265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4265'STATION LOCATED ALONG THE FACE OF COLMAN DOCK, SEATTLE HARBOR.  THIS
 SY4265'IS AN UNMARKED STATION ESTABLISHED ON THE WHARF PLANKING FOR
 SY4265'TOPOGRAPHIC CONTROL.
 SY4265
 SY4265                          STATION RECOVERY (1968)
 SY4265
 SY4265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4265'THIS WAS AN UNMARKED STATION ESTABLISHED ON THE WHARF PLANKING.  THE
 SY4265'DOCK HAS BEEN COMPLETELY REMODELED AND THE STATION IS DEFINITELY
 SY4265'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4372 ***********************************************************************
 SY4372  DESIGNATION -  COLMAN CREOSOTE WORKS CEN STK
 SY4372  PID         -  SY4372
 SY4372  STATE/COUNTY-  WA/KING
 SY4372  USGS QUAD   -  POVERTY BAY (1994)
 SY4372
 SY4372                         *CURRENT SURVEY CONTROL
 SY4372  ___________________________________________________________________
 SY4372* NAD 83(1991)-  47 35 02.65860(N)    122 22 02.62995(W)     ADJUSTED  
 SY4372* NAVD 88     -                                                        
 SY4372  ___________________________________________________________________
 SY4372  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 SY4372  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SY4372
 SY4372  HORZ ORDER  -  THIRD
 SY4372
 SY4372.The horizontal coordinates were established by classical geodetic methods
 SY4372.and adjusted by the National Geodetic Survey in December 1991..
 SY4372
 SY4372
 SY4372.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4372
 SY4372.The geoid height was determined by GEOID03.
 SY4372
 SY4372;                    North         East     Units Scale Factor Converg.
 SY4372;SPC WA N     -    66,088.416   384,612.125   MT  0.99998538   -1 08 31.7
 SY4372;SPC WA N     -   216,825.08  1,261,848.28   sFT  0.99998538   -1 08 31.7
 SY4372;UTM  10      - 5,270,267.088   547,567.291   MT  0.99962780   +0 28 01.3
 SY4372
 SY4372                          SUPERSEDED SURVEY CONTROL
 SY4372
 SY4372  NAD 83(1986)-  47 35 02.65289(N)    122 22 02.63577(W) AD(       ) 4
 SY4372  NAD 27      -  47 35 03.29500(N)    122 21 58.16800(W) AD(       ) 3
 SY4372
 SY4372.Superseded values are not recommended for survey control.
 SY4372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4372.See file dsdata.txt to determine how the superseded data were derived.
 SY4372
 SY4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4756770267(NAD 83)
 SY4372
 SY4372  HISTORY     - Date     Condition        Report By
 SY4372  HISTORY     - 1929     MONUMENTED       CGS
 SY4372  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY4372  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4372  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4372
 SY4372                          STATION DESCRIPTION
 SY4372
 SY4372'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RRL)
 SY4372'STATION IS THE MIDDLE ONE OF THE THREE BLACK STACKS OF THE COLMAN
 SY4372'CREOSOTING WORKS, LOCATED IN THE SOUTHWESTERN PART OF ELLIOTT BAY.
 SY4372'THE THREE STACKS ARE IN LINE.  THIS IS AN INTERSECTION STATION.
 SY4372
 SY4372                          STATION RECOVERY (1933)
 SY4372
 SY4372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY4372'THE MIDDLE STACK OF THE COLMAN CREOSOTE WORKS.
 SY4372
 SY4372                          STATION RECOVERY (1963)
 SY4372
 SY4372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4372'THE STATION WAS RECOVERED.  THE STACK HAS BEEN SHORTENED AND THE
 SY4372'OTHER TWO STACKS HAVE BEEN REMOVED.  IT IS LOCATED IN WEST SEATTLE,
 SY4372'ON THE BOILER PLANT OF THE NETTLETON LUMBER COMPANY, ABOUT 1850 FEET
 SY4372'EAST-NORTHEAST OF THE INTERSECTION OF WEST FLORIDA STREET AND
 SY4372'HARBOR AVE. S.W.
 SY4372
 SY4372                          STATION RECOVERY (1963)
 SY4372
 SY4372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4372'THE COLEMAN CREOSOTE WORKS DID NOT OWN THE THREE STACKS, BUT THEY
 SY4372'BELONGED TO THE NETTLETON LUMBER CO. JUST EAST OF COLEMANS.  THE
 SY4372'STACKS WERE TORN DOWN IN 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1129 ***********************************************************************
 SX1129  DESIGNATION -  COLOCKUM
 SX1129  PID         -  SX1129
 SX1129  STATE/COUNTY-  WA/KITTITAS
 SX1129  USGS QUAD   -  COLOCKUM PASS (1987)
 SX1129
 SX1129                         *CURRENT SURVEY CONTROL
 SX1129  ___________________________________________________________________
 SX1129* NAD 83(1998)-  47 08 40.91920(N)    120 20 29.88017(W)     ADJUSTED  
 SX1129* NAVD 88     -      1423.7    (meters)    4671.     (feet)  GPS OBS   
 SX1129  ___________________________________________________________________
 SX1129  X           -  -2,195,839.489 (meters)                     COMP
 SX1129  Y           -  -3,751,468.408 (meters)                     COMP
 SX1129  Z           -   4,653,750.360 (meters)                     COMP
 SX1129  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 SX1129  ELLIP HEIGHT-        1404.23  (meters)          (07/05/01) GPS OBS
 SX1129  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 SX1129
 SX1129  HORZ ORDER  -  FIRST
 SX1129  ELLP ORDER  -  FOURTH    CLASS II
 SX1129
 SX1129.The horizontal coordinates were established by GPS observations
 SX1129.and adjusted by the National Geodetic Survey in July 2001..
 SX1129.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1129.DATUM ITEM on the data sheet items page.
 SX1129
 SX1129.The orthometric height was determined by GPS observations and a
 SX1129.high-resolution geoid model.
 SX1129
 SX1129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1129
 SX1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1129
 SX1129.The ellipsoidal height was determined by GPS observations
 SX1129.and is referenced to NAD 83.
 SX1129
 SX1129.The geoid height was determined by GEOID03.
 SX1129
 SX1129;                    North         East     Units Scale Factor Converg.
 SX1129;SPC WA S     -   201,351.040   512,011.714   MT  0.99996231   +0 06 54.1
 SX1129;SPC WA S     -   660,599.20  1,679,825.10   sFT  0.99996231   +0 06 54.1
 SX1129;SPC WA N     -    16,207.485   537,298.571   MT  1.00008518   +0 21 57.9
 SX1129;SPC WA N     -    53,174.06  1,762,787.06   sFT  1.00008518   +0 21 57.9
 SX1129;UTM  10      - 5,224,673.124   701,552.237   MT  1.00009929   +1 56 58.0
 SX1129
 SX1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1129!SPC WA S     -   0.99977994  x   0.99996231  =   0.99974226
 SX1129!SPC WA N     -   0.99977994  x   1.00008518  =   0.99986510
 SX1129!UTM  10      -   0.99977994  x   1.00009929  =   0.99987921
 SX1129
 SX1129|---------------------------------------------------------------------|
 SX1129| PID    Reference Object                     Distance      Geod. Az  |
 SX1129|                                                           dddmmss.s |
 SX1129| CF1253 COLOCKUM RM 1                         8.150 METERS 08410     |
 SX1129| CF1254 COLOCKUM RM 2                         3.425 METERS 16855     |
 SX1129| CF1252 COLOCKUM AZ MK                                     1930229.1 |
 SX1129| SB1113 ELLENSBURG VISTA HOUSE OBS          APPROX.21.8 KM 2213309.4 |
 SX1129| SB1112 ELLENSBURG WASH COL OF ED STK       APPROX.22.1 KM 2231301.6 |
 SX1129| SX1153 ELLENSBURG WASH COLL ED BELFRY      APPROX.22.1 KM 2233311.4 |
 SX1129|---------------------------------------------------------------------|
 SX1129
 SX1129                          SUPERSEDED SURVEY CONTROL
 SX1129
 SX1129  NAD 83(1991)-  47 08 40.91795(N)    120 20 29.88011(W) AD(       ) 1
 SX1129  ELLIP H (06/21/95) 1404.36   (m)                       GP(       ) 4 2
 SX1129  NAD 83(1991)-  47 08 40.91940(N)    120 20 29.88230(W) AD(       ) 1
 SX1129  NAD 83(1986)-  47 08 40.92364(N)    120 20 29.86511(W) AD(       ) 1
 SX1129  NAD 27      -  47 08 41.46900(N)    120 20 25.62800(W) AD(       ) 1
 SX1129
 SX1129.Superseded values are not recommended for survey control.
 SX1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1129.See file dsdata.txt to determine how the superseded data were derived.
 SX1129
 SX1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0155224673(NAD 83)
 SX1129_MARKER: DB = BENCH MARK DISK
 SX1129_SETTING: 80 = SET IN A BOULDER
 SX1129_SP_SET: PARTIALLY EXPOSED BOULDER
 SX1129_STAMPING: COLOCKUM 1941
 SX1129_MARK LOGO: CGS   
 SX1129_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1129+STABILITY: SURFACE MOTION
 SX1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1129+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 SX1129
 SX1129  HISTORY     - Date     Condition        Report By
 SX1129  HISTORY     - 1941     MONUMENTED       CGS
 SX1129  HISTORY     - 1943     GOOD             CGS
 SX1129  HISTORY     - 1957     GOOD             BPA
 SX1129  HISTORY     - 1958     GOOD             CGS
 SX1129  HISTORY     - 19931130 GOOD             MSI
 SX1129  HISTORY     - 20060916 GOOD             GEOCAC
 SX1129
 SX1129                          STATION DESCRIPTION
 SX1129
 SX1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SX1129'STATION IS LOCATED ABOUT 14 MILES NE OF ELLENSBURG, ONE MILE E OF
 SX1129'COOKE CREEK, IN SECTION 16 T. 19 N, R. 20 E, ON THE POINT OF A
 SX1129'BARREN RIDGE ABOUT 200 YARDS SW OF THE TIMBER AND ABOUT 100 YARDS E
 SX1129'OF THE W BREAK AT THE END OF THE RIDGE.  IT IS ABOUT 4/10 MILE W OF
 SX1129'THE COLOCKUM PASS ROAD.
 SX1129'
 SX1129'STATION MARK IS A STANDARD BRONZE DISK SET IN BEDROCK, AND IS ABOUT
 SX1129'8 INCHES BELOW THE SURFACE OF THE GROUND.
 SX1129'
 SX1129'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 SX1129'BOULDERS.
 SX1129'
 SX1129'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 SX1129'
 SX1129'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN ELLENSBURG
 SX1129'BY GOING E ON U.S. HIGHWAY 10 FOR 1.0 MILE AND TAKE THE LEFT FORK AT
 SX1129'SIGN COLOCKUM PASS ROAD.  FOLLOW THE COLOCKUM PASS ROAD FOR 13.8
 SX1129'MILES TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD, ONE FOOT W
 SX1129'OF THE FENCE AND 13 FEET E OF THE ROAD CENTER LINE AND JUST N OF A
 SX1129'WIRE GATE.  (FROM ELLENSBURG, THE COLOCKUM PASS ROAD FOLLOWS THE
 SX1129'SECTION LINES AND THERE ARE SEVERAL TURNS.  THERE ARE SIGNPOSTS AT
 SX1129'EACH TURN.) FROM AZIMUTH MARK CONTINUE N ON ROAD 5.2 MILES TO TOP
 SX1129'OF FIRST SUMMIT.  TURN LEFT AT A TRIANGLE AND ARROW BLAZED ON LARGE
 SX1129'PINE ON LEFT SIDE OF ROAD AND DRIVE ACROSS COUNTRY 0.5 MILE SW TO
 SX1129'STATION.
 SX1129
 SX1129                          STATION RECOVERY (1943)
 SX1129
 SX1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 SX1129'ORIGINAL DESCRIPTION SATISFACTORY.  STATION AND REFERENCE MARKS IN
 SX1129'GOOD CONDITION NO SEARCH MADE FOR AZIMUTH MARK.
 SX1129
 SX1129                          STATION RECOVERY (1957)
 SX1129
 SX1129'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1957
 SX1129'TO REACH FROM JUNCTION OF U.S. HIGHWAY 10 AND 97 IN ELLENSBURG, GO
 SX1129'E ON HIGHWAY 10 6.6 MILES.  TURN LEFT N ON ROAD NO 81 AND GO 3.1
 SX1129'MILES TO T ROAD.  TURN LEFT, GO 2.0 MILES.  TURN LEFT ON COLOCKUM
 SX1129'PASS ROAD AND GO 8.5 MILES TO A ROAD LEFT.  TURN LEFT AND GO 0.15
 SX1129'MILE.  LEAVE CAR AND WALK IN SOUTHWESTERLY DIRECTION + OR - 1500
 SX1129'FEET TO STATION.
 SX1129
 SX1129                          STATION RECOVERY (1958)
 SX1129
 SX1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SX1129'LETTER OF MR. EARLE BABCOCK, 907 DELPHINE ST., ELLENSBURG,
 SX1129'WASHINGTON, DATED JAN. 15, 1958.  STATION AND REFERENCE MARKS EASILY
 SX1129'FOUND AND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DISTURBED,
 SX1129'PERHAPS SOME TIME IN 1957.  I FOUND THE TOP 6 OR 8 INCHES OF THE
 SX1129'MONUMENT OFF BY THE SIDE OF THE ROAD, AND COULD NOT FIND THE BASE.
 SX1129'APPARENTLY THIS WAS DONE BY A ROAD GRADER.  I DISCOVERED THIS IN
 SX1129'THE LATE SUMMER OF 1957.
 SX1129
 SX1129                          STATION RECOVERY (1993)
 SX1129
 SX1129'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SX1129'RECOVERED AS DESCRIBED IN GOOD CONDITION. TO REACH THE STATION FROM
 SX1129'ELLENSBURG, PROCEED EAST ON VANTAGE HIGHWAY (HIGHWAY 10) FOR 5.5 MI
 SX1129'(8.9 KM) TO THE INTERSECTION WITH ROAD NO. 81. TURN LEFT AND PROCEED
 SX1129'NORTH ON ROAD NO. 81 FOR 3.05 MI (4.91 KM) TO THE INTERSECTION WITH
 SX1129'BRICK MILL ROAD. TURN RIGHT AND PROCEED EAST ON BRICK MILL ROAD FOR
 SX1129'2.13 MI (3.43 KM) TO THE INTERSECTION WITH COLOCKUM ROAD. TURN LEFT
 SX1129'AND PROCEED NORTH ON COLOCKUM ROAD FOR 8.18 MI (13.16 KM) TO THE
 SX1129'JUNCTION WITH UNMARKED JEEP ROADS. TURN LEFT AND PROCEED WEST, TAKE
 SX1129'SOUTH JEEP ROAD AND DRIVE SOUTHWEST FOR 0.45 MI (0.72 KM) TO STATION
 SX1129'ON THE LEFT. DISK IS LOCATED 18 FT (5.5 M) SOUTH OF CENTERLINE OF DIRT
 SX1129'ROAD, 21.5 FT (6.6 M) SOUTHEAST OF STEEL WITNESS POST, 21 FT (6.4 M)
 SX1129'SOUTHWEST OF FIBERGLASS WITNESS POST, 26.7 FT (8.1 M) SOUTHWEST OF RM
 SX1129'NO. 1, AND 11.3 FT (3.4 M) NORTHWEST OF RM NO. 2.
 SX1129
 SX1129                          STATION RECOVERY (2006)
 SX1129
 SX1129'RECOVERY NOTE BY GEOCACHING 2006 (TJW)
 SX1129'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1556 ***********************************************************************
 RZ1556  DESIGNATION -  COLTON
 RZ1556  PID         -  RZ1556
 RZ1556  STATE/COUNTY-  WA/WHITMAN
 RZ1556  USGS QUAD   -  COLTON (1975)
 RZ1556
 RZ1556                         *CURRENT SURVEY CONTROL
 RZ1556  ___________________________________________________________________
 RZ1556* NAD 83(1991)-  46 33 26.59232(N)    117 11 23.20577(W)     ADJUSTED  
 RZ1556* NAVD 88     -       898.0    (meters)    2946.     (feet)  VERTCON   
 RZ1556  ___________________________________________________________________
 RZ1556  LAPLACE CORR-           7.98  (seconds)                    DEFLEC99
 RZ1556  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 RZ1556
 RZ1556  HORZ ORDER  -  FIRST
 RZ1556
 RZ1556.The horizontal coordinates were established by classical geodetic methods
 RZ1556.and adjusted by the National Geodetic Survey in December 1991..
 RZ1556
 RZ1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1556
 RZ1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1556
 RZ1556.The geoid height was determined by GEOID03.
 RZ1556
 RZ1556;                    North         East     Units Scale Factor Converg.
 RZ1556;SPC WA S     -   141,378.272   753,737.507   MT  0.99991471   +2 24 16.3
 RZ1556;SPC WA S     -   463,838.55  2,472,887.14   sFT  0.99991471   +2 24 16.3
 RZ1556;SPC ID W     -   544,400.683   689,603.111   MT  1.00008309   -1 02 43.7
 RZ1556;UTM  11      - 5,155,997.508   485,453.199   MT  0.99960260   -0 08 16.1
 RZ1556
 RZ1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1556!SPC WA S     -   0.99986216  x   0.99991471  =   0.99977688
 RZ1556!SPC ID W     -   0.99986216  x   1.00008309  =   0.99994524
 RZ1556!UTM  11      -   0.99986216  x   0.99960260  =   0.99946481
 RZ1556
 RZ1556|---------------------------------------------------------------------|
 RZ1556| PID    Reference Object                     Distance      Geod. Az  |
 RZ1556|                                                           dddmmss.s |
 RZ1556| CF4696 COLTON RM 1                           9.620 METERS 06735     |
 RZ1556| CF4698 COLTON AZ MK                                       1514435.0 |
 RZ1556| CF4697 COLTON RM 2                          53.500 METERS 33542     |
 RZ1556|---------------------------------------------------------------------|
 RZ1556
 RZ1556                          SUPERSEDED SURVEY CONTROL
 RZ1556
 RZ1556  NAD 83(1991)-  46 33 26.59599(N)    117 11 23.20977(W) AD(       ) 1
 RZ1556  NAD 83(1986)-  46 33 26.59895(N)    117 11 23.19960(W) AD(       ) 1
 RZ1556  NAD 27      -  46 33 27.02000(N)    117 11 19.59900(W) AD(       ) 1
 RZ1556  NGVD 29 (07/19/86)  896.9    (m)         2943.     (f) VERT ANG       
 RZ1556
 RZ1556.Superseded values are not recommended for survey control.
 RZ1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1556.See file dsdata.txt to determine how the superseded data were derived.
 RZ1556
 RZ1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM8545355998(NAD 83)
 RZ1556_MARKER: DS = TRIANGULATION STATION DISK
 RZ1556_SETTING: 0 = UNSPECIFIED SETTING
 RZ1556
 RZ1556  HISTORY     - Date     Condition        Report By
 RZ1556  HISTORY     - 1945     MONUMENTED       CGS
 RZ1556
 RZ1556                          STATION DESCRIPTION
 RZ1556
 RZ1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ1556'THE STATION IS LOCATED ABOUT 3 MILES WSW OF COLTON, ON THE E END
 RZ1556'OF A VERY PROMINENT CULTIVATED RIDGE, AND THE HIGHEST IN THE
 RZ1556'VICINTY.
 RZ1556'
 RZ1556'STATION MARK IS A STANDARD DISK STAMPED COLTIN 1945, BRAZED
 RZ1556'ON THE END OF A CAST-IRON SOIL PIPE PLACED BELL DOWN, AND ABOUT
 RZ1556'2 FEET BELOW THE SURFACE OF THE GROUND.  IT IS 31.5 FEET SE OF
 RZ1556'POWERLINE POLE 98/147, 25 FEET NW OF THE SE SHOULDER OF THE
 RZ1556'KNOLL, AND ON THE HIGHEST PART OF THE RIDGE.  NO UNDERGROUND
 RZ1556'MARK WAS SET.
 RZ1556'
 RZ1556'THREE NAILS DRIVEN IN THE SW SIDE OF POWER-LINE POLE 98/147
 RZ1556'AND ABOUT 1 FOOT ABOVE THE GROUND WAS USED AS REFERENCE MARK
 RZ1556'1.  IT IS ON THE NE SLOPE OF THE KNOLL AND ABOUT 6 FEET LOWER
 RZ1556'THAN THE TOP OF THE KNOLL.
 RZ1556'
 RZ1556'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED COLTON 1945
 RZ1556'AND SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST FLUSH
 RZ1556'WITH THE GROUND.  IT IS AT THE W END OF A CUT THROUGH A SMALL
 RZ1556'KNOLL, 0.1 MILE E OF DRIVEWAY LEADING TO THE STATION, 24 FEET
 RZ1556'S OF THE CENTER OF THE ROAD, AND 2 FEET N OF THE E-W FENCE LINE.
 RZ1556'
 RZ1556'TO REACH THE STATION FROM THE BANK IN COLTON, GO S AND W ON
 RZ1556'MAIN TRAVELED ROAD PASSING THE SCHOOLHOUSE ON THE E AND S SIDES
 RZ1556'FOR 2.2 MILES TO A T-ROAD TO THE LEFT.  CONTINUED STRAIGHT
 RZ1556'AHEAD W FOR 12. MILES TO DRIVEWAY ON THE RIGHT AND FARMHOUSE
 RZ1556'ABOUT 0.1 MILE OFF THE ROAD.  TURN RIGHT, W, ON DRIVE LEADING
 RZ1556'TO THE FARMHOUSE FOR 0.1 MILE.  PASS THE HOUSE ON THE LEFT, S,
 RZ1556'SIDE AND CONTINUE THROUGH THE BARN LOTS FOR 0.1 MILE.  PACK W
 RZ1556'FOR 2 POLE LENGTHS TO THE SECOND KNOLL, THE HIGHEST OF THE TWO,
 RZ1556'AND THE STATION AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1875 ***********************************************************************
 RZ1875  DESIGNATION -  COLTON
 RZ1875  PID         -  RZ1875
 RZ1875  STATE/COUNTY-  WA/WHITMAN
 RZ1875  USGS QUAD   -  COLTON (1975)
 RZ1875
 RZ1875                         *CURRENT SURVEY CONTROL
 RZ1875  ___________________________________________________________________
 RZ1875* NAD 83(1991)-  46 33 26.51965(N)    117 11 23.38818(W)     ADJUSTED  
 RZ1875* NAVD 88     -       898.     (meters)    2946.     (feet)  VERTCON   
 RZ1875  ___________________________________________________________________
 RZ1875  LAPLACE CORR-           7.99  (seconds)                    DEFLEC99
 RZ1875  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 RZ1875
 RZ1875  HORZ ORDER  -  THIRD
 RZ1875
 RZ1875.The horizontal coordinates were established by classical geodetic methods
 RZ1875.and adjusted by the National Geodetic Survey in December 1991..
 RZ1875
 RZ1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1875
 RZ1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1875
 RZ1875.The geoid height was determined by GEOID03.
 RZ1875
 RZ1875;                    North         East     Units Scale Factor Converg.
 RZ1875;SPC WA S     -   141,375.868   753,733.719   MT  0.99991471   +2 24 16.2
 RZ1875;SPC WA S     -   463,830.66  2,472,874.71   sFT  0.99991471   +2 24 16.2
 RZ1875;UTM  11      - 5,155,995.274   485,449.310   MT  0.99960260   -0 08 16.2
 RZ1875
 RZ1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1875!SPC WA S     -   0.99986214  x   0.99991471  =   0.99977686
 RZ1875!UTM  11      -   0.99986214  x   0.99960260  =   0.99946480
 RZ1875
 RZ1875:                Primary Azimuth Mark                     Grid Az
 RZ1875:SPC WA S     -  VALENTINE                                240 48 32.3
 RZ1875:UTM  11      -  VALENTINE                                243 21 04.7
 RZ1875
 RZ1875|---------------------------------------------------------------------|
 RZ1875| PID    Reference Object                     Distance      Geod. Az  |
 RZ1875|                                                           dddmmss.s |
 RZ1875| RZ1879 VALENTINE                           APPROX.12.5 KM 2431248.5 |
 RZ1875|---------------------------------------------------------------------|
 RZ1875
 RZ1875                          SUPERSEDED SURVEY CONTROL
 RZ1875
 RZ1875  NAD 83(1991)-  46 33 26.52027(N)    117 11 23.38626(W) AD(       ) 3
 RZ1875  NAD 83(1986)-  46 33 26.52520(N)    117 11 23.38317(W) AD(       ) 3
 RZ1875  NGVD 29 (10/02/90)  897.     (m)         2943.     (f) VERT ANG       
 RZ1875
 RZ1875.Superseded values are not recommended for survey control.
 RZ1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1875.See file dsdata.txt to determine how the superseded data were derived.
 RZ1875
 RZ1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM8544955995(NAD 83)
 RZ1875_MARKER: Z = SEE DESCRIPTION
 RZ1875_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RZ1875_SP_SET: OBJECT DRIVEN INTO GROUND
 RZ1875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1875
 RZ1875  HISTORY     - Date     Condition        Report By
 RZ1875  HISTORY     - 1902     MONUMENTED       USGS
 RZ1875
 RZ1875                          STATION DESCRIPTION
 RZ1875
 RZ1875'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 RZ1875'LOCATED 2.5 MI NEARLY W. OF COLTON.  IN SEC 5 T12 R45, ON EAST END
 RZ1875'OF MOUND IN FIELD.
 RZ1875'
 RZ1875'TO REACH NOT GIVEN.
 RZ1875'
 RZ1875'STATION MARK--IRON BM POST SET 42 INCHES IN GROUND.
 RZ1875'
 RZ1875'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2280 ***********************************************************************
 SC2280  DESIGNATION -  COLUMBIA
 SC2280  PID         -  SC2280
 SC2280  STATE/COUNTY-  WA/PACIFIC
 SC2280  USGS QUAD   -  CHINOOK (1984)
 SC2280
 SC2280                         *CURRENT SURVEY CONTROL
 SC2280  ___________________________________________________________________
 SC2280* NAD 83(1991)-  46 15 06.55962(N)    123 55 15.16129(W)     ADJUSTED  
 SC2280* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 SC2280  ___________________________________________________________________
 SC2280  LAPLACE CORR-          17.71  (seconds)                    DEFLEC99
 SC2280  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SC2280
 SC2280  HORZ ORDER  -  THIRD
 SC2280
 SC2280.The horizontal coordinates were established by classical geodetic methods
 SC2280.and adjusted by the National Geodetic Survey in December 1991..
 SC2280
 SC2280.The orthometric height was scaled from a topographic map.
 SC2280
 SC2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2280
 SC2280.The geoid height was determined by GEOID03.
 SC2280
 SC2280;                    North         East     Units Scale Factor Converg.
 SC2280;SPC WA S     -   107,808.494   236,312.986   MT  0.99993142   -2 29 05.7
 SC2280;SPC WA S     -   353,701.70    775,303.52   sFT  0.99993142   -2 29 05.7
 SC2280;SPC OR N     -   292,870.968 2,236,271.562   MT  1.00007383   -2 25 33.7
 SC2280;SPC OR N     -   960,862.76  7,336,848.96   iFT  1.00007383   -2 25 33.7
 SC2280;UTM  10      - 5,122,439.356   429,018.577   MT  0.99966193   -0 39 54.9
 SC2280
 SC2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2280!SPC WA S     -   0.99999994  x   0.99993142  =   0.99993136
 SC2280!SPC OR N     -   0.99999994  x   1.00007383  =   1.00007377
 SC2280!UTM  10      -   0.99999994  x   0.99966193  =   0.99966187
 SC2280
 SC2280|---------------------------------------------------------------------|
 SC2280| PID    Reference Object                     Distance      Geod. Az  |
 SC2280|                                                           dddmmss.s |
 SC2280| CE3021 COLUMBIA RM 2                         6.919 METERS 09555     |
 SC2280| SC0583 GUN RESET                           APPROX. 5.9 KM 2123651.3 |
 SC2280| CE3020 COLUMBIA RM 1                         9.026 METERS 31644     |
 SC2280|---------------------------------------------------------------------|
 SC2280
 SC2280                          SUPERSEDED SURVEY CONTROL
 SC2280
 SC2280  NAD 83(1991)-  46 15 06.55963(N)    123 55 15.16129(W) AD(       ) 3
 SC2280  NAD 83(1986)-  46 15 06.56669(N)    123 55 15.14108(W) AD(       ) 3
 SC2280  NAD 27      -  46 15 07.19657(N)    123 55 10.60762(W) AD(       ) 3
 SC2280
 SC2280.Superseded values are not recommended for survey control.
 SC2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2280.See file dsdata.txt to determine how the superseded data were derived.
 SC2280
 SC2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2901922439(NAD 83)
 SC2280_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2280
 SC2280  HISTORY     - Date     Condition        Report By
 SC2280  HISTORY     - 1942     MONUMENTED       CGS
 SC2280  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2280
 SC2280                          STATION DESCRIPTION
 SC2280
 SC2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SC2280'STATION IS LOCATED ABOUT 3 MI. W OF THE MEGLER FERRY LANDING,
 SC2280'AND ABOUT 2 MI. SE OF CHINOOK.  IT IS AT FORT COLUMBIA, JUST W OF
 SC2280'THE GUARDHOUSE, IN LINE WITH A ROW OF LARGE TREES EXTENDING W FROM
 SC2280'THE GUARDHOUSE, ABOUT 12 FT. W OF THE THIRD TREE, AND ABOUT 7.5
 SC2280'FT. E OF THE FOURTH TREE.  IT IS ABOUT 12 FT. S OF THE OLD GUN
 SC2280'MOUNT.  STATION REPLACES THE U.S. ENGINEERS PLUG WHICH WAS
 SC2280'ORIGINALLY IN THIS LOCATION.
 SC2280'
 SC2280'TO REACH FROM THE MEGLER FERRY LANDING OPPOSITE ASTORIA, GO W
 SC2280'ON U.S. ROUTE 101 FOR 3.5 MI. TO THE ENTRANCE TO FORT COLUMBIA
 SC2280'ON THE LEFT AT THE W END OF THE TUNNEL.  HERE TURN LEFT THROUGH
 SC2280'THE MAIN ENTRANCE GATE AND GO S FOR 0.1 MI.  TAKE THE LEFT FORK
 SC2280'AND GO E FOR 0.1 MI.  TAKE THE RIGHT FORK AND GO S FOR 0.1
 SC2280'MI.  TAKE THE RIGHT FORK AND GO W TAKING THE FIRST LEFT FORK FOR
 SC2280'0.1 MI. TO THE GUARDHOUSE AND THE STATION ABOUT 100 FT. W OF
 SC2280'IT.
 SC2280'
 SC2280'STATION IS A STANDARD STATION DISK SET ACCORDING TO
 SC2280'NOTE 1A.  IT IS STAMPED COLUMBIA 1942.
 SC2280'
 SC2280'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK SET ACCORDING TO
 SC2280'NOTE 11A.  IT IS NW OF AND ABOUT 4 FT. LOWER THAN THE STATION.  IT
 SC2280'IS STAMPED COLUMBIA NO 1 1942.
 SC2280'
 SC2280'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK SET ACCORDING TO
 SC2280'NOTE 11A.  IT IS E OF AND ABOUT 2 FT. HIGHER THAN THE STATION.  IT
 SC2280'IS STAMPED COLUMBIA NO 2 1942.
 SC2280'
 SC2280'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 SC2280
 SC2280                          STATION RECOVERY (1958)
 SC2280
 SC2280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2280'THE CORPS OF ENGINEERS REPORTS THAT THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2438 ***********************************************************************
 SA2438  DESIGNATION -  COLUMBIA
 SA2438  PID         -  SA2438
 SA2438  STATE/COUNTY-  WA/GRANT
 SA2438  USGS QUAD   -  VANTAGE (1978)
 SA2438
 SA2438                         *CURRENT SURVEY CONTROL
 SA2438  ___________________________________________________________________
 SA2438* NAD 83(1991)-  46 59 32.54293(N)    119 54 30.98586(W)     ADJUSTED  
 SA2438* NAVD 88     -       584.0    (meters)    1916.     (feet)  VERTCON   
 SA2438  ___________________________________________________________________
 SA2438  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 SA2438  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 SA2438
 SA2438  HORZ ORDER  -  FIRST
 SA2438
 SA2438.The horizontal coordinates were established by classical geodetic methods
 SA2438.and adjusted by the National Geodetic Survey in December 1991..
 SA2438
 SA2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2438
 SA2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2438
 SA2438.The geoid height was determined by GEOID03.
 SA2438
 SA2438;                    North         East     Units Scale Factor Converg.
 SA2438;SPC WA S     -   184,573.957   544,982.244   MT  0.99993985   +0 25 46.5
 SA2438;SPC WA S     -   605,556.39  1,787,995.91   sFT  0.99993985   +0 25 46.5
 SA2438;UTM  11      - 5,208,423.139   278,846.499   MT  1.00020115   -2 07 40.1
 SA2438
 SA2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2438!SPC WA S     -   0.99991172  x   0.99993985  =   0.99985157
 SA2438!UTM  11      -   0.99991172  x   1.00020115  =   1.00011285
 SA2438
 SA2438:                Primary Azimuth Mark                     Grid Az
 SA2438:SPC WA S     -  QUINCY ELEVATED TANK                     008 00 55.7
 SA2438:UTM  11      -  QUINCY ELEVATED TANK                     010 34 22.3
 SA2438
 SA2438|---------------------------------------------------------------------|
 SA2438| PID    Reference Object                     Distance      Geod. Az  |
 SA2438|                                                           dddmmss.s |
 SA2438| SW1556 QUINCY ELEVATED TANK                APPROX.27.3 KM 0082642.2 |
 SA2438| CF4702 COLUMBIA RM 2                        10.910 METERS 01750     |
 SA2438| CF4700 COLUMBIA AZ MK 2                                   0932252.1 |
 SA2438| CF4701 COLUMBIA RM 1                         7.733 METERS 27646     |
 SA2438| CF4699 COLUMBIA AZ MK                                     2914112.4 |
 SA2438|---------------------------------------------------------------------|
 SA2438
 SA2438                          SUPERSEDED SURVEY CONTROL
 SA2438
 SA2438  NAD 83(1986)-  46 59 32.55146(N)    119 54 30.97345(W) AD(       ) 1
 SA2438  NAD 27      -  46 59 33.07400(N)    119 54 26.79200(W) AD(       ) 1
 SA2438  NGVD 29 (07/19/86)  582.9    (m)         1912.     (f) VERT ANG       
 SA2438
 SA2438.Superseded values are not recommended for survey control.
 SA2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2438.See file dsdata.txt to determine how the superseded data were derived.
 SA2438
 SA2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN7884608423(NAD 83)
 SA2438_MARKER: DD = SURVEY DISK
 SA2438_SETTING: 80 = SET IN A BOULDER
 SA2438_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SA2438
 SA2438  HISTORY     - Date     Condition        Report By
 SA2438  HISTORY     - 1948     MONUMENTED       USGS
 SA2438  HISTORY     - 1957     GOOD             CGS
 SA2438  HISTORY     - 1957     GOOD             BPA
 SA2438  HISTORY     - 1961     GOOD             CGS
 SA2438  HISTORY     - 1967     GOOD             CGS
 SA2438
 SA2438                          STATION DESCRIPTION
 SA2438
 SA2438'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (WRH)
 SA2438'THE STATION IS LOCATED ON THE HIGHEST POINT AND ON THE WEST END OF
 SA2438'THE FRENCHMAN HILLS, ABOUT 16 MILES SOUTH SOUTHWEST OF QUINCY, ABOUT
 SA2438'10 MILES NORTH NORTHEAST OF BEVERLY, ABOUT 4 MILES NORTHEAST OF
 SA2438'VANTAGE AND 4 FEET EAST OF A WHITE WITNESS POST.
 SA2438'
 SA2438'TO REACH FROM QUINCY, GO SOUTH ON STATE HIGHWAY 7, FOR 9.0 MILES TO
 SA2438'WHERE HIGHWAY MAKES A SHARP TURN TO THE RIGHT.  CONTINUE STRAIGHT
 SA2438'AHEAD ON GRAVELED ROAD AND GO SOUTH, FOR 7.0 MILES TO FORKS.  TAKE
 SA2438'RIGHT FORK AND GO SOUTH UP HILL, FOR 1.0 MILE TO A CATTLE GUARD.
 SA2438'TURN RIGHT THROUGH WIRE GATE AND GO WEST, FOR 2.5 MILES.  TURN RIGHT
 SA2438'AND GO NORTH UP HILL, FOR 0.5 MILE TO THE HIGHEST POINT OF THE
 SA2438'RIDGE AND THE STATION SITE.
 SA2438'
 SA2438'THE STATION MARK IS A STANDARD DISK, STAMPED COLUMBIA USGS 1948,
 SA2438'SET INTO A DRILL HOLE IN A BOULDER PROJECT ABOUT 2 INCHES.
 SA2438'
 SA2438'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED COLUMBIA USGS
 SA2438'NO 1 1948, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1
 SA2438'INCH AND ABOUT THE SAME ELEVATION AS THE STATION.
 SA2438'
 SA2438'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED COLUMBIA USGS
 SA2438'NO 2 1948, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1
 SA2438'INCH AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SA2438'
 SA2438'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COLUMBIA USGS 1948,
 SA2438'SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  IT IS
 SA2438'LOCATED ON A SANDY SAGE COVERED KNOLL, ABOUT 300 YARDS NORTHWEST OF
 SA2438'A OLD FARM HOUSE AND IS ABOUT 30 FEET LOWER THAN THE STATION.
 SA2438'
 SA2438'TO REACH, FROM THE STATION, GO WEST, ACROSS COUNTRY, FOR 0.3 MILE TO
 SA2438'THE FIRST KNOLL JUST AFTER PASSING THE OLD FARM HOUSE AND THE
 SA2438'AZIMUTH MARK.
 SA2438'
 SA2438'(NOTE)
 SA2438'
 SA2438'THE STATION MARK WAS PLACED IN THE OLD U.S. GEOLOGICAL SURVEY DRILL
 SA2438'HOLE.  THE U.S. GEOLOGICAL SURVEY DESCRIPTION STATED THAT A U.S.
 SA2438'GEOLOGICAL SURVEY TRIANGULATION TABLET IS BURIED 2 FEET BELOW THE
 SA2438'SURFACE OF THE GROUND, AND PLACED DIRECTLY UNDER THE DRILL HOLE IN
 SA2438'ROCK.
 SA2438
 SA2438                          STATION RECOVERY (1957)
 SA2438
 SA2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SA2438'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 SA2438'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE
 SA2438'AZIMUTH MARK WAS NOT RECOVERED AS THE KNOLL IS NOW UNDER
 SA2438'CULTIVATION.  A DIFFERENCE WAS FOUND IN THE DISTANCES TO THE
 SA2438'REFERENCE MARKS.
 SA2438'
 SA2438'FOLLOWING IS A NEW DESCRIPTION--
 SA2438'
 SA2438'THE STATION IS LOCATED ON THE WEST END AND HIGHEST POINT OF
 SA2438'FRENCHMAN HILLS, ABOUT 16 MILES SOUTH-SOUTHWEST OF QUINCY, 10 MILES
 SA2438'NORTH-NORTHEAST OF BEVERLY, 4 MILES NORTHEAST OF VANTAGE AND 4 FEET
 SA2438'EAST OF A WHITE WITNESS POST.
 SA2438'
 SA2438'TO REACH THE STATION FROM BURKE JUNCTION, GO NORTHEAST ON U.S.
 SA2438'HIGHWAY 10 FOR 1.4 MILES TO A PAVED ROAD RIGHT, TURN RIGHT AND GO
 SA2438'SOUTH FOR 6.0 MILES TO POINT WHERE PAVED ROAD TURNS LEFT, EAST.
 SA2438'CONTINUE STRAIGHT AHEAD, SOUTH, ON A DIRT ROAD, UP A STEEP GRADE
 SA2438'FOR 1.0 MILE TO AN EAST-WEST FENCE LINE ON THE RIGHT, TURN RIGHT ON
 SA2438'A TRACK ROAD ON THE SOUTH SIDE OF THE FENCE AND GO WEST FOR 1.15
 SA2438'MILES TO A YELLOW CONCRETE POST WITH A METAL DISK ON TOP.  CONTINUE
 SA2438'WESTERLY ALONG THE EDGE OF A CULTIVATED FIELD FOR 0.6 MILE TO THE
 SA2438'NORTH END OF A FENCE AND AN EAST-WEST FENCE LINE.  CROSS THE
 SA2438'EAST-WEST FENCE AND GO WESTERLY ALONG THE SOUTH SIDE OF THE FENCE
 SA2438'LINE FOR 0.5 MILE TO A YELLOW CONCRETE POST WITH A METAL DISK IN THE
 SA2438'TOP AT A SOUTHWEST FENCE CORNER.  (FROM THIS POINT, THE STATION IS
 SA2438'ON THE HIGHEST POINT OF THE SAGE COVERED HILL TO THE NORTHWEST.)
 SA2438'CONTINUE WESTERLY FOR 0.6 MILE, TURN RIGHT AND GO NORTH FOR 0.2
 SA2438'MILE TO THE SUMMIT OF HILL AND THE STATION.
 SA2438'
 SA2438'THE STATION MARK, STAMPED COLUMBIA (USGS) 1948, IS A STANDARD DISK
 SA2438'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND
 SA2438'SURFACE.
 SA2438'
 SA2438'REFERENCE MARK NO. 1, STAMPED COLUMBIA (USGS) NO 1 1948, IS A
 SA2438'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 SA2438'THAT PROJECTS 1 INCH AND IS ABOUT THE SAME ELEVATION AS THE
 SA2438'STATION.
 SA2438'
 SA2438'REFERENCE MARK NO. 2, STAMPED COLUMBIA (USGS) NO 2 1948, IS A
 SA2438'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 SA2438'THAT PROJECTS 1 INCH AND IS ABOUT THE SAME ELEVATION AS THE
 SA2438'STATION.
 SA2438'
 SA2438'OBSERVATIONS WERE MADE FROM A 37 FOOT TOWER.
 SA2438
 SA2438                          STATION RECOVERY (1957)
 SA2438
 SA2438'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1957
 SA2438'STATION AND REFERENCES RECOVERED AS DESCRIBED.  A SEARCH WAS MADE
 SA2438'FOR THE AZIMUTH.  THE KNOLL HAS BEEN PLOWED AND SOWN TO GRAIN.
 SA2438'BELIEVE THAT THE AZIMUTH MARK WAS DESTROYED.
 SA2438
 SA2438                          STATION RECOVERY (1961)
 SA2438
 SA2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SA2438'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO
 SA2438'BE IN GOOD CONDITION.  THE AZIMUTH WAS NOT FOUND AS THE HILL WHERE
 SA2438'IT WAS LOCATED IS NOW UNDER CULTIVATION.  A NEW AZIMUTH MARK WAS
 SA2438'SET 0.25 MILE EAST OF THE STATION.
 SA2438'
 SA2438'A COMPLETE NEW DESCRIPTION FOLLOWS
 SA2438'
 SA2438'THE STATION IS LOCATED ABOUT 16 MILES SOUTH-SOUTHWEST OF QUINCY, 10
 SA2438'MILES NORTH-NORTHEAST OF BEVERLY, 4 MILES NORTHEAST OF VANTAGE AND
 SA2438'ON THE WEST END AND HIGHEST POINT OF FRENCHMAN HILLS.
 SA2438'
 SA2438'TO REACH THE STATION FROM THE POST OFFICE IN EPHRATA, GO NORTH FOR 1
 SA2438'BLOCK TO BASIN STREET (STATE ROUTE 7), TURN LEFT ON STATE ROUTE 7
 SA2438'AND BASIN STREET AND GO SOUTHWEST FOR 5.25 MILES TO WHERE STATE
 SA2438'ROUTE 7 JUNCTIONS STRAIGHT AHEAD AND TO THE RIGHT, CONTINUE STRAIGHT
 SA2438'AHEAD ON STATE ROUTE 7 FOR 10.45 MILES TO ADAMS ROAD, TURN LEFT ON
 SA2438'ADAMS ROAD AND GO SOUTH FOR 2.55 MILES TO A OVERPASS, CONTINUE
 SA2438'SOUTHERLY ON ADAMS ROAD CROSSING THE OVERPASS FOR 8.05 MILES TO A
 SA2438'GRAVELED CROSSROADS JUST AFTER CROSSING A CANAL, TURN RIGHT ON ROAD
 SA2438'7-SW FOR 2.85 MILES TO A CROSSROADS JUST AFTER PAVED ROAD BEGINS,
 SA2438'CONTINUE WEST ON PAVED ROAD FOR 1.8 MILES TO A FORK WHERE PAVED
 SA2438'ROAD GOES RIGHT AND GRAVELED ROAD GOES STRAIGHT AHEAD, CONTINUE
 SA2438'STRAIGHT AHEAD ON THE GRAVELED ROAD (6-SW) WEST AND NORTH FOR 1.3
 SA2438'MILES TO A SIDE ROAD LEFT (5.5-SW), TURN LEFT AND GO WEST ON ROAD
 SA2438'5.5-SW FOR 1.65 MILES TO 5 GRAIN BINS ON THE LEFT AT THE FOOT OF A
 SA2438'STEEP HILL, CONTINUE SOUTH UP THE STEEP HILL FOR 0.5 MILE TO THE
 SA2438'TOP OF THE HILL AND A TRACK ROAD RIGHT, TURN RIGHT AND GO WEST ON
 SA2438'TRACK ROAD ALONG RIDGE FOR 0.25 MILE TO A WITNESS POST AND THE
 SA2438'AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON TRACK ROAD FOR 0.25 MILE
 SA2438'TO THE STATION ON THE RIGHT.
 SA2438'
 SA2438'THE STATION MARK IS A STANDARD DISK STAMPED COLUMBIA USGS 1948,
 SA2438'SET IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE GROUND, 41
 SA2438'FEET NORTH OF A TRACK ROAD, 27.1 FEET EAST OF THE WITNESS POST AND 4
 SA2438'FEET NORTHEAST OF ANOTHER WITNESS POST.
 SA2438'
 SA2438'REFERENCE NO 1, STAMPED COLUMBIA NO 1 USGS 1948, IS A STANDARD DISK
 SA2438'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 1 INCH, 48.9 FEET
 SA2438'NORTHEAST OF THE WITNESS POST, 33 FEET NORTH OF THE CENTER OF THE
 SA2438'TRACK ROAD, 17 FEET EAST OF ANOTHER WITNESS POST.
 SA2438'
 SA2438'REFERENCE MARK NO. 2, STAMPED COLUMBIA USGS NO 2 1948, IS A
 SA2438'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 SA2438'PROJECTS 1 INCH, 77 FEET NORTH OF THE CENTER OF A TRACK ROAD, 37.5
 SA2438'FEET NORTH-NORTHEAST OF THE WITNESS POST.
 SA2438'
 SA2438'THE AZIMUTH MARK, STAMPED COLUMBIA USGS 1948 1961, IS A STANDARD
 SA2438'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 SA2438'3 INCHES, 9.2 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 2.1 FEET
 SA2438'SOUTHEAST OF THE WITNESS POST.
 SA2438'
 SA2438'THE DISTANCE BETWEEN RM 1 AND RM 2 IS 47.64 FEET OR 14.522 METERS.
 SA2438
 SA2438                          STATION RECOVERY (1967)
 SA2438
 SA2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA2438'THE STATION IS 7 MILES SOUTH-SOUTHWEST OF GEORGE, 4 MILES NORTHEAST
 SA2438'OF THE EAST END OF THE VANTAGE BRIDGE, 3-1/2 MILES EAST OF THE
 SA2438'COLUMBIA RIVER, 3 MILES EAST OF INTERSTATE HIGHWAY 90, ON THE
 SA2438'HIGHEST POINT OF FRENCHMAN HILL, IN SECTION 2, T17N R23E.  THE
 SA2438'STATION MARK IS A STANDARD DISK STAMPED COLUMBIA USGA 1948 SET 6
 SA2438'INCHES BELOW GROUND.  IT IS 116 FEET EAST OF THE INTERSECTION OF
 SA2438'THE FENCE LINE AND A TRACK ROAD 82 FEET NORTHWEST OF THE CENTER OF
 SA2438'A CURVE IN THE TRACK ROAD, 41 FEET NORTH OF THE TRACK ROAD, 27 FEET
 SA2438'EAST OF A WOODEN WITNESS POST AND 4 FOOT EAST OF A SECOND WOODEN
 SA2438'WITNESS POST.  ACCORDING TO THE 1948 DESCRIPTION OF THE STATION THERE
 SA2438'IS A U.S. GEOLOGICAL SURVEY TRIANGULATION TABLET BURIED 2 FEET BELOW
 SA2438'THE SURFACE MARK.
 SA2438'
 SA2438'REFERENCE MARK NO. 1, STAMPED COLUMBIA USGS NO 1 1948, IS A
 SA2438'STANDARD DISK SET IN A SQUARE CONCRETE POST 4 INCHES BELOW GROUND.
 SA2438'IT IS 33 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 2 FEET EAST OF
 SA2438'A WOODEN WITNESS POST.
 SA2438'
 SA2438'REFERENCE MARK NO. 2, STAMPED COLUMBIA USGS NO 2 1948, IS A
 SA2438'STANDARD DISK SET IN A SQUARE CONCRETE POST 4 INCHES BELOW GROUND.
 SA2438'IT IS 77 FEET NORTH OF THE CENTER OF A TRACK ROAD, 38 FEET NORTH OF
 SA2438'THE EASTERN ONE OF TWO WOODEN WITNESS POSTS, 49 FEET NORTH-NORTHEAST
 SA2438'OF THE WESTERN ONE OF TWO WITNESS POSTS AND 47.5 FEET
 SA2438'NORTH-NORTHEAST OF REFERENCE MARK NO. 1.
 SA2438'
 SA2438'THE AZIMUTH MARK, STAMPED COLUMBIA USGS 1948 1961, IS A STANDARD
 SA2438'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS ON
 SA2438'THE SUMMIT OF A RISE 16 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 SA2438'AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 SA2438'
 SA2438'TO REACH THE STATION FROM THE MARTHA INN AT GEORGE, GO SOUTHWEST ON
 SA2438'THE BLACKTOP ROAD 0.9 MILE TO A CROSSROAD AT THE SOUTH END OF AN
 SA2438'OVERPASS, TURN LEFT AND GO SOUTH ON COUNTY-ROAD R-SW FOR 0.8 MILE
 SA2438'TO THE INTERSECTION OF COUNTY ROADS 2-SW AND R-SW, CONTINUE SOUTH
 SA2438'ON R-SW 3.85 MILES TO 5.5-SW, TURN RIGHT AND GO WEST 1.1 MILE, TURN
 SA2438'LEFT AND GO SOUTH 0.7 MILE TO AN IRRIGATION DITCH AT THE BOTTOM OF
 SA2438'A HILL, CONTINUE SOUTH 0.55 MILE TO THE POINT WHERE A TRACK ROAD
 SA2438'TURNS RIGHT AND GOES WEST AT THE SUMMIT OF THE HILL, GO WEST 0.25
 SA2438'MILE TO THE AZIMUTH MARK, CONTINUE WESTERLY ON THE TRACK ROAD FOR
 SA2438'0.25 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0967 ***********************************************************************
 TP0967  DESIGNATION -  COLUMBIA LOOKOUT TOWER USBR
 TP0967  PID         -  TP0967
 TP0967  STATE/COUNTY-  WA/FERRY
 TP0967  USGS QUAD   -  SHERMAN PEAK (1992)
 TP0967
 TP0967                         *CURRENT SURVEY CONTROL
 TP0967  ___________________________________________________________________
 TP0967* NAD 83(1991)-  48 37 13.91112(N)    118 28 54.85330(W)     ADJUSTED  
 TP0967* NAVD 88     -                                                        
 TP0967  ___________________________________________________________________
 TP0967  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 TP0967  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 TP0967
 TP0967  HORZ ORDER  -  THIRD
 TP0967
 TP0967.The horizontal coordinates were established by classical geodetic methods
 TP0967.and adjusted by the National Geodetic Survey in December 1991..
 TP0967
 TP0967
 TP0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0967
 TP0967.The geoid height was determined by GEOID03.
 TP0967
 TP0967;                    North         East     Units Scale Factor Converg.
 TP0967;SPC WA N     -   182,827.784   673,331.295   MT  0.99998074   +1 45 02.5
 TP0967;SPC WA N     -   599,827.49  2,209,087.76   sFT  0.99998074   +1 45 02.5
 TP0967;UTM  11      - 5,386,333.225   390,790.324   MT  0.99974653   -1 06 43.4
 TP0967
 TP0967                          SUPERSEDED SURVEY CONTROL
 TP0967
 TP0967  NAD 83(1986)-  48 37 13.92150(N)    118 28 54.84989(W) AD(       ) 4
 TP0967  NAD 27      -  48 37 14.31000(N)    118 28 50.80300(W) AD(       ) 3
 TP0967
 TP0967.Superseded values are not recommended for survey control.
 TP0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0967.See file dsdata.txt to determine how the superseded data were derived.
 TP0967
 TP0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP9079086333(NAD 83)
 TP0967_MARKER: 57 = LOOKOUT TOWER
 TP0967_SETTING: 0 = UNSPECIFIED SETTING
 TP0967
 TP0967  HISTORY     - Date     Condition        Report By
 TP0967  HISTORY     - UNK      FIRST OBSERVED
 TP0967  HISTORY     - 19820813 MARK NOT FOUND   USPSQD
 TP0967
 TP0967                          STATION DESCRIPTION
 TP0967
 TP0967'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2286 ***********************************************************************
 SC2286  DESIGNATION -  COLUMBIA R ENT RNG F LT
 SC2286  PID         -  SC2286
 SC2286  STATE/COUNTY-  WA/PACIFIC
 SC2286  USGS QUAD   -  CHINOOK (1984)
 SC2286
 SC2286                         *CURRENT SURVEY CONTROL
 SC2286  ___________________________________________________________________
 SC2286* NAD 83(1991)-  46 15 35.39463(N)    123 57 54.62348(W)     ADJUSTED  
 SC2286* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC2286  ___________________________________________________________________
 SC2286  LAPLACE CORR-          15.41  (seconds)                    DEFLEC99
 SC2286  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 SC2286
 SC2286  HORZ ORDER  -  THIRD
 SC2286
 SC2286.The horizontal coordinates were established by classical geodetic methods
 SC2286.and adjusted by the National Geodetic Survey in October 1991..
 SC2286
 SC2286.The orthometric height was scaled from a topographic map.
 SC2286
 SC2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2286
 SC2286.The geoid height was determined by GEOID03.
 SC2286
 SC2286;                    North         East     Units Scale Factor Converg.
 SC2286;SPC WA S     -   108,846.942   232,939.930   MT  0.99993063   -2 31 01.5
 SC2286;SPC WA S     -   357,108.68    764,237.09   sFT  0.99993063   -2 31 01.5
 SC2286;SPC OR N     -   293,906.077 2,232,896.948   MT  1.00007650   -2 27 26.8
 SC2286;SPC OR N     -   964,258.78  7,325,777.39   iFT  1.00007650   -2 27 26.8
 SC2286;UTM  10      - 5,123,369.924   425,615.153   MT  0.99966802   -0 41 50.5
 SC2286
 SC2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2286!SPC WA S     -   1.00000312  x   0.99993063  =   0.99993375
 SC2286!SPC OR N     -   1.00000312  x   1.00007650  =   1.00007962
 SC2286!UTM  10      -   1.00000312  x   0.99966802  =   0.99967114
 SC2286
 SC2286:                Primary Azimuth Mark                     Grid Az
 SC2286:SPC WA S     -  COLUMBIA RIVER ENT RNG REAR LT           081 49 39.7
 SC2286:SPC OR N     -  COLUMBIA RIVER ENT RNG REAR LT           081 46 05.0
 SC2286:UTM  10      -  COLUMBIA RIVER ENT RNG REAR LT           080 00 28.7
 SC2286
 SC2286|---------------------------------------------------------------------|
 SC2286| PID    Reference Object                     Distance      Geod. Az  |
 SC2286|                                                           dddmmss.s |
 SC2286| SC2262 COLUMBIA RIVER ENT RNG REAR LT      APPROX. 2.4 KM 0791838.2 |
 SC2286| SC2158 FORT COLUMBIA LIGHT                 APPROX. 3.6 KM 1153912.1 |
 SC2286|---------------------------------------------------------------------|
 SC2286
 SC2286                          SUPERSEDED SURVEY CONTROL
 SC2286
 SC2286  NAD 83(1986)-  46 15 35.40114(N)    123 57 54.60072(W) AD(       ) 3
 SC2286  NAD 27      -  46 15 36.03497(N)    123 57 50.06111(W) AD(       ) 3
 SC2286
 SC2286.Superseded values are not recommended for survey control.
 SC2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2286.See file dsdata.txt to determine how the superseded data were derived.
 SC2286
 SC2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2561523370(NAD 83)
 SC2286
 SC2286  HISTORY     - Date     Condition        Report By
 SC2286  HISTORY     - UNK      MONUMENTED
 SC2286  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC2286
 SC2286                          STATION DESCRIPTION
 SC2286
 SC2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2286'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0587 ***********************************************************************
 SD0587  DESIGNATION -  COLUMBIA RIV ENT N RANGE REAR
 SD0587  PID         -  SD0587
 SD0587  STATE/COUNTY-  WA/PACIFIC
 SD0587  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0587
 SD0587                         *CURRENT SURVEY CONTROL
 SD0587  ___________________________________________________________________
 SD0587* NAD 83(1991)-  46 16 43.68093(N)    124 03 16.78521(W)     ADJUSTED  
 SD0587* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 SD0587  ___________________________________________________________________
 SD0587  LAPLACE CORR-          14.08  (seconds)                    DEFLEC99
 SD0587  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 SD0587
 SD0587  HORZ ORDER  -  THIRD
 SD0587
 SD0587.The horizontal coordinates were established by classical geodetic methods
 SD0587.and adjusted by the National Geodetic Survey in December 1991..
 SD0587
 SD0587.The orthometric height was scaled from a topographic map.
 SD0587
 SD0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0587
 SD0587.The geoid height was determined by GEOID03.
 SD0587
 SD0587;                    North         East     Units Scale Factor Converg.
 SD0587;SPC WA S     -   111,260.020   226,142.598   MT  0.99992881   -2 34 55.5
 SD0587;SPC WA S     -   365,025.58    741,936.17   sFT  0.99992881   -2 34 55.5
 SD0587;SPC OR N     -   296,312.348 2,226,096.055   MT  1.00008290   -2 31 15.3
 SD0587;SPC OR N     -   972,153.37  7,303,464.75   iFT  1.00008290   -2 31 15.3
 SD0587;UTM  10      - 5,125,565.368   418,746.373   MT  0.99968116   -0 45 44.1
 SD0587
 SD0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0587!SPC WA S     -   0.99999284  x   0.99992881  =   0.99992165
 SD0587!SPC OR N     -   0.99999284  x   1.00008290  =   1.00007574
 SD0587!UTM  10      -   0.99999284  x   0.99968116  =   0.99967400
 SD0587
 SD0587                          SUPERSEDED SURVEY CONTROL
 SD0587
 SD0587  NAD 83(1991)-  46 16 43.68093(N)    124 03 16.78523(W) AD(       ) 4
 SD0587  NAD 83(1986)-  46 16 43.68602(N)    124 03 16.75685(W) AD(       ) 4
 SD0587  NAD 27      -  46 16 44.32660(N)    124 03 12.20371(W) AD(       ) 3
 SD0587
 SD0587.Superseded values are not recommended for survey control.
 SD0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0587.See file dsdata.txt to determine how the superseded data were derived.
 SD0587
 SD0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1874625565(NAD 83)
 SD0587_MARKER: 15 = RANGE MARKER
 SD0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0587+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2005
 SD0587
 SD0587  HISTORY     - Date     Condition        Report By
 SD0587  HISTORY     - 1956     FIRST OBSERVED   CGS
 SD0587  HISTORY     - 20050203 GOOD             USPSQD
 SD0587
 SD0587                          STATION DESCRIPTION
 SD0587
 SD0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FN)
 SD0587'ON THE FIRST ROCKY HILL NORTH OF CAPE DISAPPOINTMENT LIGHT HOUSE,
 SD0587'THE REAR STRUCTURE OF A DREDGING RANGE MARKING THE NORTH SIDE OF
 SD0587'THE ENTRANCE CHANNEL, A WHITE DIAMOND SHAPED TARGET WITH A RED
 SD0587'VERTICAL STRIPE MOUNTED ON A SQUARE STEEL TOWER SET IN A CONCRETE
 SD0587'BASE.  THE POINT MEASURED TO IS THE 1 INCH IRON PIPE IN THE
 SD0587'CENTER OF THE BASE.
 SD0587
 SD0587                          STATION RECOVERY (2005)
 SD0587
 SD0587'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 SD0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0639 ***********************************************************************
 SD0639  DESIGNATION -  COLUMBIA RIV ENT N RANGE FRONT
 SD0639  PID         -  SD0639
 SD0639  STATE/COUNTY-  WA/PACIFIC
 SD0639  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0639
 SD0639                         *CURRENT SURVEY CONTROL
 SD0639  ___________________________________________________________________
 SD0639* NAD 83(1991)-  46 16 42.75929(N)    124 03 18.12207(W)     ADJUSTED  
 SD0639* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 SD0639  ___________________________________________________________________
 SD0639  LAPLACE CORR-          14.10  (seconds)                    DEFLEC99
 SD0639  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 SD0639
 SD0639  HORZ ORDER  -  THIRD
 SD0639
 SD0639.The horizontal coordinates were established by classical geodetic methods
 SD0639.and adjusted by the National Geodetic Survey in December 1991..
 SD0639
 SD0639.The orthometric height was scaled from a topographic map.
 SD0639
 SD0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0639
 SD0639.The geoid height was determined by GEOID03.
 SD0639
 SD0639;                    North         East     Units Scale Factor Converg.
 SD0639;SPC WA S     -   111,232.883   226,112.726   MT  0.99992884   -2 34 56.5
 SD0639;SPC WA S     -   364,936.55    741,838.17   sFT  0.99992884   -2 34 56.5
 SD0639;SPC OR N     -   296,285.175 2,226,066.207   MT  1.00008281   -2 31 16.2
 SD0639;SPC OR N     -   972,064.22  7,303,366.82   iFT  1.00008281   -2 31 16.2
 SD0639;UTM  10      - 5,125,537.303   418,717.385   MT  0.99968121   -0 45 45.1
 SD0639
 SD0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0639!SPC WA S     -   0.99999284  x   0.99992884  =   0.99992168
 SD0639!SPC OR N     -   0.99999284  x   1.00008281  =   1.00007565
 SD0639!UTM  10      -   0.99999284  x   0.99968121  =   0.99967405
 SD0639
 SD0639                          SUPERSEDED SURVEY CONTROL
 SD0639
 SD0639  NAD 83(1991)-  46 16 42.75929(N)    124 03 18.12208(W) AD(       ) 4
 SD0639  NAD 83(1986)-  46 16 42.76437(N)    124 03 18.09371(W) AD(       ) 4
 SD0639  NAD 27      -  46 16 43.40499(N)    124 03 13.54057(W) AD(       ) 3
 SD0639
 SD0639.Superseded values are not recommended for survey control.
 SD0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0639.See file dsdata.txt to determine how the superseded data were derived.
 SD0639
 SD0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1871725537(NAD 83)
 SD0639_MARKER: 15 = RANGE MARKER
 SD0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0639+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2005
 SD0639
 SD0639  HISTORY     - Date     Condition        Report By
 SD0639  HISTORY     - 1956     FIRST OBSERVED   CGS
 SD0639  HISTORY     - 20050203 GOOD             USPSQD
 SD0639
 SD0639                          STATION DESCRIPTION
 SD0639
 SD0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FN)
 SD0639'ON THE FIRST ROCKY HILL NORTH OF CAPE DISAPPOINTMENT LIGHT HOUSE,
 SD0639'THE FRONT STRUCTURE OF A DREDGING RANGE MARKING THE NORTH SIDE OF
 SD0639'THE ENTRANCE CHANNEL, A WHITE DIAMOND SHAPED TARGET WITH A RED
 SD0639'VERTICAL STRIPE MOUNTED ON A SQUARE STEEL TOWER SET IN A CONCRETE
 SD0639'BASE.  THE POINT MEASURED TO IS THE 1-INCH PIPE IN THE CENTER OF
 SD0639'THE BASE.
 SD0639
 SD0639                          STATION RECOVERY (2005)
 SD0639
 SD0639'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 SD0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0614 ***********************************************************************
 SD0614  DESIGNATION -  COLUMBIA RIV ENT RNG FRONT LT
 SD0614  PID         -  SD0614
 SD0614  STATE/COUNTY-  WA/PACIFIC
 SD0614  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0614
 SD0614                         *CURRENT SURVEY CONTROL
 SD0614  ___________________________________________________________________
 SD0614* NAD 83(1991)-  46 16 33.19447(N)    124 03 05.39564(W)     ADJUSTED  
 SD0614* NAVD 88     -                                                        
 SD0614  ___________________________________________________________________
 SD0614  LAPLACE CORR-          13.96  (seconds)                    DEFLEC99
 SD0614  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 SD0614
 SD0614  HORZ ORDER  -  THIRD
 SD0614
 SD0614.The horizontal coordinates were established by classical geodetic methods
 SD0614.and adjusted by the National Geodetic Survey in December 1991..
 SD0614
 SD0614
 SD0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0614
 SD0614.The geoid height was determined by GEOID03.
 SD0614
 SD0614;                    North         East     Units Scale Factor Converg.
 SD0614;SPC WA S     -   110,925.602   226,371.602   MT  0.99992908   -2 34 47.3
 SD0614;SPC WA S     -   363,928.41    742,687.50   sFT  0.99992908   -2 34 47.3
 SD0614;SPC OR N     -   295,978.124 2,226,325.452   MT  1.00008191   -2 31 07.2
 SD0614;SPC OR N     -   971,056.84  7,304,217.36   iFT  1.00008191   -2 31 07.2
 SD0614;UTM  10      - 5,125,238.473   418,985.823   MT  0.99968068   -0 45 35.8
 SD0614
 SD0614                          SUPERSEDED SURVEY CONTROL
 SD0614
 SD0614  NAD 83(1991)-  46 16 33.19447(N)    124 03 05.39565(W) AD(       ) 4
 SD0614  NAD 83(1986)-  46 16 33.19960(N)    124 03 05.36766(W) AD(       ) 4
 SD0614  NAD 27      -  46 16 33.84276(N)    124 03 00.81878(W) AD(       ) 3
 SD0614
 SD0614.Superseded values are not recommended for survey control.
 SD0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0614.See file dsdata.txt to determine how the superseded data were derived.
 SD0614
 SD0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1898625238(NAD 83)
 SD0614_MARKER: 15 = RANGE MARKER
 SD0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0614+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 SD0614
 SD0614  HISTORY     - Date     Condition        Report By
 SD0614  HISTORY     - 1956     FIRST OBSERVED   CGS
 SD0614  HISTORY     - 1981     GOOD             NOS
 SD0614  HISTORY     - 20040830 GOOD             USPSQD
 SD0614
 SD0614                          STATION DESCRIPTION
 SD0614
 SD0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FN)
 SD0614'LOCATED ON CAPE DISAPPOINTMENT ABOUT 70 METERS EAST OF THE CAPE
 SD0614'DISAPPOINTMENT LIGHTHOUSE.  THE STATION IS A WHITE SQUARE DAYMARK
 SD0614'WITH A BLACK VERTICAL STRIPE, ON A WOODEN SKELETON STRUCTURE.
 SD0614'THERE IS A RED LIGHT ON THE FACE OF THE DAYMARK.
 SD0614
 SD0614                          STATION RECOVERY (1981)
 SD0614
 SD0614'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SD0614'THE STATION WAS RECOVERED AS DESCRIBED.
 SD0614
 SD0614                          STATION RECOVERY (2004)
 SD0614
 SD0614'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0611 ***********************************************************************
 SD0611  DESIGNATION -  COLUMBIA RIV ENT S RANGE REAR
 SD0611  PID         -  SD0611
 SD0611  STATE/COUNTY-  WA/PACIFIC
 SD0611  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0611
 SD0611                         *CURRENT SURVEY CONTROL
 SD0611  ___________________________________________________________________
 SD0611* NAD 83(1991)-  46 16 48.96986(N)    124 02 15.89228(W)     ADJUSTED  
 SD0611* NAVD 88     -                                                        
 SD0611  ___________________________________________________________________
 SD0611  LAPLACE CORR-          13.60  (seconds)                    DEFLEC99
 SD0611  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 SD0611
 SD0611  HORZ ORDER  -  THIRD
 SD0611
 SD0611.The horizontal coordinates were established by classical geodetic methods
 SD0611.and adjusted by the National Geodetic Survey in December 1991..
 SD0611
 SD0611
 SD0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0611
 SD0611.The geoid height was determined by GEOID03.
 SD0611
 SD0611;                    North         East     Units Scale Factor Converg.
 SD0611;SPC WA S     -   111,364.562   227,452.182   MT  0.99992868   -2 34 11.3
 SD0611;SPC WA S     -   365,368.57    746,232.70   sFT  0.99992868   -2 34 11.3
 SD0611;SPC OR N     -   296,418.301 2,227,405.729   MT  1.00008340   -2 30 32.1
 SD0611;SPC OR N     -   972,500.99  7,307,761.58   iFT  1.00008340   -2 30 32.1
 SD0611;UTM  10      - 5,125,711.408   420,051.652   MT  0.99967857   -0 45 00.2
 SD0611
 SD0611                          SUPERSEDED SURVEY CONTROL
 SD0611
 SD0611  NAD 83(1991)-  46 16 48.96986(N)    124 02 15.89228(W) AD(       ) 4
 SD0611  NAD 83(1986)-  46 16 48.97458(N)    124 02 15.86562(W) AD(       ) 4
 SD0611  NAD 27      -  46 16 49.61473(N)    124 02 11.31559(W) AD(       ) 3
 SD0611
 SD0611.Superseded values are not recommended for survey control.
 SD0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0611.See file dsdata.txt to determine how the superseded data were derived.
 SD0611
 SD0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2005225711(NAD 83)
 SD0611_MARKER: 15 = RANGE MARKER
 SD0611
 SD0611  HISTORY     - Date     Condition        Report By
 SD0611  HISTORY     - 1956     FIRST OBSERVED   CGS
 SD0611
 SD0611                          STATION DESCRIPTION
 SD0611
 SD0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FN)
 SD0611'ON THE FLATS AT THE NORTHWEST POINT OF SAND ISLAND, ON THE EAST
 SD0611'SIDE OF BAKER BAY ENTRANCE CHANNEL, THE REAR STRUCTURE OF A
 SD0611'DREDGING RANGE MARKING THE SOUTH SIDE OF THE COLUMBIA RIVER
 SD0611'ENTRANCE CHANNEL, A WHITE DIAMOND SHAPED TARGET WITH A RED STRIPE
 SD0611'MOUNTED ON A SQUARE STEEL TOWER BOLTED TO A WOODEN PLATFORM SET
 SD0611'ON PILING.  THE POINT OBSERVED WAS THE APEX OF THE DIAMOND SHAPED
 SD0611'TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0615 ***********************************************************************
 SD0615  DESIGNATION -  COLUMBIA RIV ENT S RANGE FRONT
 SD0615  PID         -  SD0615
 SD0615  STATE/COUNTY-  WA/PACIFIC
 SD0615  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0615
 SD0615                         *CURRENT SURVEY CONTROL
 SD0615  ___________________________________________________________________
 SD0615* NAD 83(1991)-  46 16 37.17935(N)    124 02 32.98649(W)     ADJUSTED  
 SD0615* NAVD 88     -                                                        
 SD0615  ___________________________________________________________________
 SD0615  LAPLACE CORR-          13.71  (seconds)                    DEFLEC99
 SD0615  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 SD0615
 SD0615  HORZ ORDER  -  THIRD
 SD0615
 SD0615.The horizontal coordinates were established by classical geodetic methods
 SD0615.and adjusted by the National Geodetic Survey in December 1991..
 SD0615
 SD0615
 SD0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0615
 SD0615.The geoid height was determined by GEOID03.
 SD0615
 SD0615;                    North         East     Units Scale Factor Converg.
 SD0615;SPC WA S     -   111,017.319   227,070.268   MT  0.99992898   -2 34 23.7
 SD0615;SPC WA S     -   364,229.32    744,979.70   sFT  0.99992898   -2 34 23.7
 SD0615;SPC OR N     -   296,070.599 2,227,024.126   MT  1.00008229   -2 30 44.2
 SD0615;SPC OR N     -   971,360.23  7,306,509.60   iFT  1.00008229   -2 30 44.2
 SD0615;UTM  10      - 5,125,352.302   419,681.050   MT  0.99967930   -0 45 12.4
 SD0615
 SD0615                          SUPERSEDED SURVEY CONTROL
 SD0615
 SD0615  NAD 83(1991)-  46 16 37.17935(N)    124 02 32.98646(W) AD(       ) 4
 SD0615  NAD 83(1986)-  46 16 37.18405(N)    124 02 32.95921(W) AD(       ) 4
 SD0615  NAD 27      -  46 16 37.82380(N)    124 02 28.40828(W) AD(       ) 3
 SD0615
 SD0615.Superseded values are not recommended for survey control.
 SD0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0615.See file dsdata.txt to determine how the superseded data were derived.
 SD0615
 SD0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1968125352(NAD 83)
 SD0615_MARKER: 15 = RANGE MARKER
 SD0615
 SD0615  HISTORY     - Date     Condition        Report By
 SD0615  HISTORY     - 1956     FIRST OBSERVED   CGS
 SD0615
 SD0615                          STATION DESCRIPTION
 SD0615
 SD0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FN)
 SD0615'ON THE SANDY POINT SOUTHEAST OF FORT CANBY AND THE COAST GUARD
 SD0615'INSTALLATION, AND WEST OF BAKER BAY ENTRANCE CHANNEL, ON THE EAST
 SD0615'SIDE OF THE ROAD LEADING TO JETTY A, THE FRONT STRUCTURE OF A
 SD0615'DREDGING RANGE MARKING THE SOUTH SIDE OF THE COLUMBIA RIVER
 SD0615'ENTRANCE CHANNEL, A WHITE DIAMOND SHAPED TARGET WITH A RED STRIPE
 SD0615'MOUNTED ON A SQUARE STEEL TOWER SET IN A CONCRETE BASE.  THE
 SD0615'POINT OBSERVED UPON IS THE PIPE IN THE CENTER OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0650 ***********************************************************************
 SD0650  DESIGNATION -  COLUMBIA RIVER ENT RNG R LT
 SD0650  PID         -  SD0650
 SD0650  STATE/COUNTY-  WA/PACIFIC
 SD0650  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0650
 SD0650                         *CURRENT SURVEY CONTROL
 SD0650  ___________________________________________________________________
 SD0650* NAD 83(1991)-  46 16 46.30393(N)    124 02 46.39323(W)     ADJUSTED  
 SD0650* NAVD 88     -        77.     (meters)     253.     (feet)  VERTCON   
 SD0650  ___________________________________________________________________
 SD0650  LAPLACE CORR-          13.83  (seconds)                    DEFLEC99
 SD0650  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SD0650
 SD0650  HORZ ORDER  -  THIRD
 SD0650
 SD0650.The horizontal coordinates were established by classical geodetic methods
 SD0650.and adjusted by the National Geodetic Survey in December 1991..
 SD0650
 SD0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0650
 SD0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0650
 SD0650.The geoid height was determined by GEOID03.
 SD0650
 SD0650;                    North         East     Units Scale Factor Converg.
 SD0650;SPC WA S     -   111,311.646   226,796.202   MT  0.99992874   -2 34 33.5
 SD0650;SPC WA S     -   365,194.96    744,080.54   sFT  0.99992874   -2 34 33.5
 SD0650;UTM  10      - 5,125,637.706   419,397.846   MT  0.99967986   -0 45 22.2
 SD0650
 SD0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0650!SPC WA S     -   0.99999174  x   0.99992874  =   0.99992048
 SD0650!UTM  10      -   0.99999174  x   0.99967986  =   0.99967160
 SD0650
 SD0650                          SUPERSEDED SURVEY CONTROL
 SD0650
 SD0650  NAD 83(1991)-  46 16 46.30393(N)    124 02 46.39324(W) AD(       ) 4
 SD0650  NAD 83(1986)-  46 16 46.30905(N)    124 02 46.36488(W) AD(       ) 4
 SD0650  NAD 27      -  46 16 46.94338(N)    124 02 41.82910(W) AD(       ) 3
 SD0650  NGVD 29 (07/19/86)   76.     (m)          249.     (f) VERT ANG       
 SD0650
 SD0650.Superseded values are not recommended for survey control.
 SD0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0650.See file dsdata.txt to determine how the superseded data were derived.
 SD0650
 SD0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1939825638(NAD 83)
 SD0650_MARKER: 15 = RANGE MARKER
 SD0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0650+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 SD0650
 SD0650  HISTORY     - Date     Condition        Report By
 SD0650  HISTORY     - 1981     FIRST OBSERVED   NOS
 SD0650  HISTORY     - 20040830 GOOD             USPSQD
 SD0650
 SD0650                          STATION DESCRIPTION
 SD0650
 SD0650'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SD0650'THE STATION IS COLUMBIA RIVER ENTRANCE RANGE REAR LIGHT.
 SD0650'THE STATION IS LOCATED ABOUT 3.2 KILOMETERS (2.0 MILES) SOUTH OF
 SD0650'THE TOWN OF ILWACO, ON CAPE DISAPPOINTMENT, ABOUT 0.6 KILOMETER
 SD0650'NORTHEAST OF CAPE DISAPPOINTMENT LIGHTHOUSE, ON THE CREST OF A
 SD0650'WOODED HILL AND ABOUT 75 METERS IN ELEVATION. A JEEP TRAIL LEADS
 SD0650'TO THE STATION.
 SD0650'
 SD0650'THE STATION IS A LARGE DIRECTIONAL GREEN LIGHT LOCATED IN FRONT
 SD0650'OF AND NEAR THE TOP OF A LARGE, WHITE DIAMOND DAYMARK WITH A
 SD0650'BLACK VERTICAL STRIPE. THE SMALL SQUARE BOLT (PLUG) ON TOP OF THE
 SD0650'LIGHT WAS THE POINT LOCATED. DESIGNATED AS NO. 1367 IN THE COAST
 SD0650'GUARD PUBLICATION, LIGHT LIST, VOLUME 3, 1981.
 SD0650
 SD0650                          STATION RECOVERY (2004)
 SD0650
 SD0650'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SD0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2262 ***********************************************************************
 SC2262  DESIGNATION -  COLUMBIA RIVER ENT RNG REAR LT
 SC2262  PID         -  SC2262
 SC2262  STATE/COUNTY-  WA/PACIFIC
 SC2262  USGS QUAD   -  CHINOOK (1984)
 SC2262
 SC2262                         *CURRENT SURVEY CONTROL
 SC2262  ___________________________________________________________________
 SC2262* NAD 83(1991)-  46 15 49.90698(N)    123 56 03.65822(W)     ADJUSTED  
 SC2262* NAVD 88     -                                                        
 SC2262  ___________________________________________________________________
 SC2262  LAPLACE CORR-          17.61  (seconds)                    DEFLEC99
 SC2262  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SC2262
 SC2262  HORZ ORDER  -  THIRD
 SC2262
 SC2262.The horizontal coordinates were established by classical geodetic methods
 SC2262.and adjusted by the National Geodetic Survey in December 1991..
 SC2262
 SC2262
 SC2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2262
 SC2262.The geoid height was determined by GEOID03.
 SC2262
 SC2262;                    North         East     Units Scale Factor Converg.
 SC2262;SPC WA S     -   109,190.683   235,333.499   MT  0.99993023   -2 29 40.9
 SC2262;SPC WA S     -   358,236.43    772,089.99   sFT  0.99993023   -2 29 40.9
 SC2262;SPC OR N     -   294,252.348 2,235,290.510   MT  1.00007785   -2 26 08.1
 SC2262;SPC OR N     -   965,394.84  7,333,630.28   iFT  1.00007785   -2 26 08.1
 SC2262;UTM  10      - 5,123,789.384   427,995.970   MT  0.99966373   -0 40 30.5
 SC2262
 SC2262                          SUPERSEDED SURVEY CONTROL
 SC2262
 SC2262  NAD 83(1991)-  46 15 49.90698(N)    123 56 03.65822(W) AD(       ) 4
 SC2262  NAD 83(1986)-  46 15 49.91337(N)    123 56 03.63728(W) AD(       ) 4
 SC2262  NAD 27      -  46 15 50.54313(N)    123 55 59.10071(W) AD(       ) 3
 SC2262
 SC2262.Superseded values are not recommended for survey control.
 SC2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2262.See file dsdata.txt to determine how the superseded data were derived.
 SC2262
 SC2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2799623789(NAD 83)
 SC2262
 SC2262  HISTORY     - Date     Condition        Report By
 SC2262  HISTORY     - UNK      MONUMENTED
 SC2262  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC2262
 SC2262                          STATION DESCRIPTION
 SC2262
 SC2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2262'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1209 ***********************************************************************
 SW1209  DESIGNATION -  COLVILLE
 SW1209  PID         -  SW1209
 SW1209  STATE/COUNTY-  WA/LINCOLN
 SW1209  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW1209
 SW1209                         *CURRENT SURVEY CONTROL
 SW1209  ___________________________________________________________________
 SW1209* NAD 83(1991)-  47 16 44.67111(N)    118 01 28.10263(W)     ADJUSTED  
 SW1209* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 SW1209  ___________________________________________________________________
 SW1209  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 SW1209  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 SW1209
 SW1209  HORZ ORDER  -  THIRD
 SW1209
 SW1209.The horizontal coordinates were established by classical geodetic methods
 SW1209.and adjusted by the National Geodetic Survey in December 1991..
 SW1209
 SW1209.The orthometric height was scaled from a topographic map.
 SW1209
 SW1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1209
 SW1209.The geoid height was determined by GEOID03.
 SW1209
 SW1209;                    North         East     Units Scale Factor Converg.
 SW1209;SPC WA N     -    34,906.608   712,478.894   MT  1.00004853   +2 05 28.5
 SW1209;SPC WA N     -   114,522.76  2,337,524.50   sFT  1.00004853   +2 05 28.5
 SW1209;SPC WA S     -   219,216.642   687,263.090   MT  0.99998804   +1 47 53.6
 SW1209;SPC WA S     -   719,213.27  2,254,795.65   sFT  0.99998804   +1 47 53.6
 SW1209;UTM  11      - 5,236,686.413   422,520.655   MT  0.99967377   -0 45 09.7
 SW1209
 SW1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1209!SPC WA N     -   0.99990989  x   1.00004853  =   0.99995842
 SW1209!SPC WA S     -   0.99990989  x   0.99998804  =   0.99989794
 SW1209!UTM  11      -   0.99990989  x   0.99967377  =   0.99958369
 SW1209
 SW1209:                Primary Azimuth Mark                     Grid Az
 SW1209:SPC WA N     -  SPRAGUE BELL TEL MICROWAVE TWR           029 29 08.6
 SW1209:SPC WA S     -  SPRAGUE BELL TEL MICROWAVE TWR           029 46 43.5
 SW1209:UTM  11      -  SPRAGUE BELL TEL MICROWAVE TWR           032 19 46.8
 SW1209
 SW1209|---------------------------------------------------------------------|
 SW1209| PID    Reference Object                     Distance      Geod. Az  |
 SW1209|                                                           dddmmss.s |
 SW1209| SV1311 SPRAGUE BELL TEL MICROWAVE TWR      APPROX. 4.4 KM 0313437.1 |
 SW1209| CF1255 COLVILLE AZ MK                                     0342046.1 |
 SW1209| CF1256 COLVILLE RM 1                         5.581 METERS 03821     |
 SW1209| CF1257 COLVILLE RM 2                         5.886 METERS 12736     |
 SW1209|---------------------------------------------------------------------|
 SW1209
 SW1209                          SUPERSEDED SURVEY CONTROL
 SW1209
 SW1209  NAD 83(1986)-  47 16 44.68316(N)    118 01 28.09645(W) AD(       ) 3
 SW1209  NAD 27      -  47 16 45.11400(N)    118 01 24.26100(W) AD(       ) 3
 SW1209
 SW1209.Superseded values are not recommended for survey control.
 SW1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1209.See file dsdata.txt to determine how the superseded data were derived.
 SW1209
 SW1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN2252136686(NAD 83)
 SW1209_MARKER: DS = TRIANGULATION STATION DISK
 SW1209_SETTING: 66 = SET IN ROCK OUTCROP
 SW1209
 SW1209  HISTORY     - Date     Condition        Report By
 SW1209  HISTORY     - 1949     MONUMENTED       CGS
 SW1209  HISTORY     - 1957     GOOD             CGS
 SW1209  HISTORY     - 1965     GOOD             CGS
 SW1209  HISTORY     - 1972     GOOD             NGS
 SW1209
 SW1209                          STATION DESCRIPTION
 SW1209
 SW1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WRH)
 SW1209'STATION IS LOCATED ABOUT 2-1/4 MILES SOUTHWEST OF SPRAGUE, 50 YARDS
 SW1209'SOUTH OF THE SOUTH EDGE OF COLVILLE LAKE ON THE HIGHEST PART OF A
 SW1209'FLAT TOPPED ROCK OUTCROP THAT IS ON THE SOUTH SIDE OF U.S. HIGHWAY
 SW1209'10.
 SW1209'
 SW1209'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 SW1209'SPRAGUE TAKE U.S. HIGHWAY 10, SOUTHWEST, FOR 2.2 MILES TO THE
 SW1209'AZIMUTH MARK ON THE NORTH SIDE OF THE HIGHWAY, IN A ROCK
 SW1209'OUTCROP.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 10 FOR 0.4 MILE TO
 SW1209'A LARGE ROCK OUTCROP ON THE SOUTH SIDE OF THE HIGHWAY, AND END OF
 SW1209'TRUCK TRAVEL.  FROM HERE CROSS FENCE AND PACK TO THE SOUTH SIDE
 SW1209'OF ROCK OUTCROP.  THENCE UP THE SOUTH SIDE TO THE TOP AND
 SW1209'STATION.
 SW1209'
 SW1209'STATION, STAMPED COLVILLE 1949, IS A STANDARD USC AND GS BRONZE
 SW1209'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT
 SW1209'30 FEET ABOVE THE HIGHWAY, AND ABOUT 50 FEET SOUTH OF THE
 SW1209'CENTERLINE OF THE HIGHWAY.
 SW1209'
 SW1209'AZIMUTH MARK, STAMPED COLVILLE 1949, IS A STANDARD USC AND GS
 SW1209'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 SW1209'PROJECTS ABOUT 4 FEET ABOVE U.S. HIGHWAY 10.  IT IS 30.7 FEET NORTH
 SW1209'OF THE CENTERLINE OF U.S. HIGHWAY 10, AND 19.8 FEET SOUTH OF
 SW1209'FENCE LINE.
 SW1209'
 SW1209'R.M. 1, STAMPED COLVILLE NO 1 1949, IS A STANDARD USC AND GS
 SW1209'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 SW1209'IS 7 FEET SOUTH OF THE EDGE OF A 25 FOOT CLIFF, 25 FEET WEST OF
 SW1209'THE EDGE OF A 10 FOOT CLIFF, AND ABOUT 1.5 FEET LOWER THAN THE
 SW1209'STATION.
 SW1209'
 SW1209'R.M. 2, STAMPED COLVILLE NO 2 1949 IS A STANDARD USC AND GS
 SW1209'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK.  IT IS
 SW1209'8 INCHES NORTH OF THE EDGE OF A 20 FOOT CLIFF AND ABOUT 2 FEET
 SW1209'LOWER THAN THE STATION.
 SW1209
 SW1209                          STATION RECOVERY (1957)
 SW1209
 SW1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW1209'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 SW1209'WERE RECOVERED AS DESCRIBED AND WERE FOUND TO BE IN GOOD
 SW1209'CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL REFERENCE MARKS
 SW1209'CHECKED WITHIN PROVISIONAL LIMITS.
 SW1209'
 SW1209'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 SW1209
 SW1209                          STATION RECOVERY (1965)
 SW1209
 SW1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1209'THE STATION MARK, THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 SW1209'RECOVERED AS DESCRIBED.
 SW1209'
 SW1209'THE STATION IS ON A BUTTE ABOUT 40 FEET IN DIAMETER AND 40 FEET
 SW1209'HIGH.
 SW1209'
 SW1209'THE AZIMUTH MARK IS ON THE SOUTHWESTERN CORNER OF AN OUTCROP
 SW1209'ABOUT 30 FEET LONG.
 SW1209
 SW1209                          STATION RECOVERY (1972)
 SW1209
 SW1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SW1209'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.H. IN 1949.
 SW1209'
 SW1209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SW1209'2-1/4 MILES SOUTHWEST OF SPRAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1033 ***********************************************************************
 TR1033  DESIGNATION -  COLVIN
 TR1033  PID         -  TR1033
 TR1033  STATE/COUNTY-  WA/SNOHOMISH
 TR1033  USGS QUAD   -  MARYSVILLE (1956)
 TR1033
 TR1033                         *CURRENT SURVEY CONTROL
 TR1033  ___________________________________________________________________
 TR1033* NAD 83(1991)-  48 01 49.20169(N)    122 13 56.15183(W)     ADJUSTED  
 TR1033* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 TR1033  ___________________________________________________________________
 TR1033  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 TR1033  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 TR1033
 TR1033  HORZ ORDER  -  THIRD
 TR1033
 TR1033.The horizontal coordinates were established by classical geodetic methods
 TR1033.and adjusted by the National Geodetic Survey in December 1991..
 TR1033
 TR1033.The orthometric height was scaled from a topographic map.
 TR1033
 TR1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1033
 TR1033.The geoid height was determined by GEOID03.
 TR1033
 TR1033;                    North         East     Units Scale Factor Converg.
 TR1033;SPC WA N     -   115,502.847   395,677.137   MT  0.99994342   -1 02 29.5
 TR1033;SPC WA N     -   378,945.59  1,298,150.74   sFT  0.99994342   -1 02 29.5
 TR1033;UTM  10      - 5,319,956.824   557,235.865   MT  0.99964025   +0 34 15.0
 TR1033
 TR1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1033!SPC WA N     -   1.00000160  x   0.99994342  =   0.99994502
 TR1033!UTM  10      -   1.00000160  x   0.99964025  =   0.99964185
 TR1033
 TR1033|---------------------------------------------------------------------|
 TR1033| PID    Reference Object                     Distance      Geod. Az  |
 TR1033|                                                           dddmmss.s |
 TR1033| CF7692 COLVIN RM 2                          21.850 METERS 07056     |
 TR1033| TR1043 EVERETT N PT BLACKMANS HI STK       APPROX. 2.4 KM 1232836.3 |
 TR1033| TR1038 EVERETT NORTH FOG BOARD             APPROX. 1.3 KM 1292550.5 |
 TR1033| TR1047 EVERETT PRESTON PT 1 MILL STK       APPROX. 2.4 KM 1294951.2 |
 TR1033| TR1046 EVERETT PRESTON PT 2 MILL STK       APPROX. 2.3 KM 1402130.5 |
 TR1033| TR1045 EVERETT PRESTON PT 2 MILL INCN      APPROX. 2.3 KM 1410220.5 |
 TR1033| TR1056 EVERETT TURN OF JETTY               APPROX. 1.6 KM 1500909.0 |
 TR1033| TR1039 EVERETT C AND B SHINGLE CO CHY      APPROX. 3.1 KM 1593720.6 |
 TR1033| TR1040 EVERETT CONCRETE CHIMNEY            APPROX. 3.4 KM 1600321.8 |
 TR1033| SY3494 EVERETT LUTHERAN CHURCH SQUARE TOWE APPROX. 5.2 KM 1610425.5 |
 TR1033| SY3498 EVERETT MEDICAL BUILDING ELEVATOR S APPROX. 5.8 KM 1622347.6 |
 TR1033| TR1031 EVERETT SOUTH FOG BOARD             APPROX. 1.9 KM 1625303.0 |
 TR1033| SY3497 EVERETT MONTE CRISTO T IN SIGN      APPROX. 6.1 KM 1634538.9 |
 TR1033| SY3512 EVERETT NR END OF WHARF RED TK      APPROX. 3.6 KM 1641217.8 |
 TR1033| SY3519 EVERETT ROBINSON LMBR CO N STK      APPROX. 4.6 KM 1643110.9 |
 TR1033| SY3502 EVERETT CLARK LMBR LGE BURNER       APPROX. 5.0 KM 1660934.0 |
 TR1033| SY3501 EVERETT PROVIDENCE HOSP CROSS       APPROX. 6.2 KM 1690442.6 |
 TR1033| SY3508 EVERETT GREAT NORTHERN TOWER        APPROX. 5.9 KM 1701113.5 |
 TR1033| SY3507 EVERETT SE COR PIER 2 WEA MAST      APPROX. 5.7 KM 1703513.6 |
 TR1033| SY3506 EVERETT PIER 3 RADIO TOWER          APPROX. 5.5 KM 1705924.7 |
 TR1033| SY3495 EVERETT PACKING CO HEXAG CHIM       APPROX. 6.0 KM 1724705.6 |
 TR1033| SY3515 EVERETT MILL SW STACK               APPROX. 6.3 KM 1753350.8 |
 TR1033| SY3509 EVERETT JETTY LIGHT                 APPROX. 4.7 KM 1773510.3 |
 TR1033| SY3505 EVERETT OIL PUMP PLANT STACK        APPROX. 8.1 KM 1893453.8 |
 TR1033| SY4860 EVERETT MIDDLE OIL TANK CUPOLA      APPROX. 8.1 KM 1900219.1 |
 TR1033| SY4868 MUKILTEO PT SUPERIOR MILL STK       APPROX. 9.7 KM 2061542.0 |
 TR1033| SY4862 MUKILTEO CROWN LMBR TALL CHIM       APPROX.10.3 KM 2090423.1 |
 TR1033| TR1080 GEDNEY EAST 2 RESET                 APPROX. 6.0 KM 2430014.0 |
 TR1033| TR1062 COLVIN RM 1                          12.143 METERS 28347     |
 TR1033|---------------------------------------------------------------------|
 TR1033
 TR1033                          SUPERSEDED SURVEY CONTROL
 TR1033
 TR1033  NAD 83(1986)-  48 01 49.19909(N)    122 13 56.15094(W) AD(       ) 3
 TR1033  NAD 27      -  48 01 49.86200(N)    122 13 51.64600(W) AD(       ) 3
 TR1033
 TR1033.Superseded values are not recommended for survey control.
 TR1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1033.See file dsdata.txt to determine how the superseded data were derived.
 TR1033
 TR1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5723619957(NAD 83)
 TR1033_MARKER: DS = TRIANGULATION STATION DISK
 TR1033_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TR1033_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TR1033
 TR1033  HISTORY     - Date     Condition        Report By
 TR1033  HISTORY     - 1927     MONUMENTED       CGS
 TR1033  HISTORY     - 1941     MARK NOT FOUND   CGS
 TR1033  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1033
 TR1033                          STATION DESCRIPTION
 TR1033
 TR1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1033'STATION IS ON PRIEST POINT, AT THE TURN OF THE BLUFF WHICH SEES
 TR1033'GEDNEY EAST 2 AND MARYVILLE.  STATION IS HALF WAY UP THE SLOPE AND
 TR1033'ABOUT 20 FEET ABOVE HIGH WATER.
 TR1033'
 TR1033'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1033'CONCRETE, IN THE TOP OF A TILE.
 TR1033'
 TR1033'REFERENCE MARK NO. 1 IS AT THE TURN OF THE BLUFF ABOUT 3 FEET FROM
 TR1033'THE TOP OF THE SLOPE.
 TR1033'
 TR1033'REFERENCE MARK NO. 2 IS ON THE FLAT AT THE FOOT OF THE BLUFF ABOUT
 TR1033'3 FEET W OF THE FIRST FENCE LINE E OF THE BLUFF.
 TR1033
 TR1033                          STATION RECOVERY (1941)
 TR1033
 TR1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EBP)
 TR1033'STATION WAS SEARCHED FOR AND REFERENCE MARK NO. 1 WAS RECOVERED.
 TR1033'STATION MARK WAS AT THE SITE OF A SUMMER COTTAGE WHICH NOW STANDS
 TR1033'ON THE POINT.  REFERENCE MARK NO. 2 HAS BEEN COVERED OVER DURING THE
 TR1033'EXCAVATION FOR THE COTTAGE.  MR. COLVIN, OWNER OF THE PROPERTY,
 TR1033'STATES THAT THE STATION MARK WAS REMOVED AFTER A REPORT WAS MADE
 TR1033'IN PERSON TO THE SEATTLE FIELD OFFICE REGARDING HIS BUILDING PLANS.
 TR1033'
 TR1033'THIS STATION IS NOW REPORTED AS LOST.
 TR1033
 TR1033                          STATION RECOVERY (1960)
 TR1033
 TR1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1033'THE STATION WAS NOT THOROUGHLY SEARCHED FOR AS A NEW STATION COLVIN
 TR1033'2 WAS ESTABLISHED IN THIS AREA IN 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1032 ***********************************************************************
 TR1032  DESIGNATION -  COLVIN 2
 TR1032  PID         -  TR1032
 TR1032  STATE/COUNTY-  WA/SNOHOMISH
 TR1032  USGS QUAD   -  MARYSVILLE (1956)
 TR1032
 TR1032                         *CURRENT SURVEY CONTROL
 TR1032  ___________________________________________________________________
 TR1032* NAD 83(1991)-  48 01 49.90244(N)    122 13 57.33268(W)     ADJUSTED  
 TR1032* NAVD 88     -        13.3    (meters)      44.     (feet)  VERTCON   
 TR1032  ___________________________________________________________________
 TR1032  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 TR1032  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 TR1032
 TR1032  HORZ ORDER  -  SECOND
 TR1032
 TR1032.The horizontal coordinates were established by classical geodetic methods
 TR1032.and adjusted by the National Geodetic Survey in December 1991..
 TR1032
 TR1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1032
 TR1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1032
 TR1032.The geoid height was determined by GEOID03.
 TR1032
 TR1032;                    North         East     Units Scale Factor Converg.
 TR1032;SPC WA N     -   115,524.931   395,653.072   MT  0.99994341   -1 02 30.4
 TR1032;SPC WA N     -   379,018.04  1,298,071.79   sFT  0.99994341   -1 02 30.4
 TR1032;UTM  10      - 5,319,978.216   557,211.195   MT  0.99964022   +0 34 14.1
 TR1032
 TR1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1032!SPC WA N     -   1.00000157  x   0.99994341  =   0.99994498
 TR1032!UTM  10      -   1.00000157  x   0.99964022  =   0.99964179
 TR1032
 TR1032:                Primary Azimuth Mark                     Grid Az
 TR1032:SPC WA N     -  MARYSVILLE N MUNICIPAL TANK              059 11 04.1
 TR1032:UTM  10      -  MARYSVILLE N MUNICIPAL TANK              057 34 19.6
 TR1032
 TR1032|---------------------------------------------------------------------|
 TR1032| PID    Reference Object                     Distance      Geod. Az  |
 TR1032|                                                           dddmmss.s |
 TR1032| TR1053 MARYSVILLE N MUNICIPAL TANK         APPROX. 4.8 KM 0580833.7 |
 TR1032| TR1052 MARYSVILLE S MUNICIPAL TANK         APPROX. 4.6 KM 0623813.2 |
 TR1032| CF7693 COLVIN 2 RM 1                        20.521 METERS 09348     |
 TR1032| TR1049 WEYERHAEUSER KRAFT PLT STK          APPROX. 3.3 KM 1172417.0 |
 TR1032| TR1048 KEVE RADIO TOWER BEACON             APPROX. 3.7 KM 1362124.4 |
 TR1032| SY3523 EVERETT STATE PATROL MAST           APPROX. 5.6 KM 1431156.8 |
 TR1032| TR1062 COLVIN RM 1                          22.629 METERS 14557     |
 TR1032| TR1058 SNOHOMISH RIVER RANGE REAR LT       APPROX. 1.5 KM 1525419.0 |
 TR1032| TR1059 SNOHOMISH RIVER RANGE FRONT LT      APPROX. 1.8 KM 1571510.6 |
 TR1032| SY3524 EVERETT CABLEVISION MAST            APPROX. 7.0 KM 1741930.2 |
 TR1032| SY0016 WALTON                              APPROX. 6.4 KM 1743811.1 |
 TR1032| CF7694 COLVIN 2 RM 2                        16.883 METERS 17657     |
 TR1032|---------------------------------------------------------------------|
 TR1032
 TR1032                          SUPERSEDED SURVEY CONTROL
 TR1032
 TR1032  NAD 83(1986)-  48 01 49.89984(N)    122 13 57.33178(W) AD(       ) 2
 TR1032  NAD 27      -  48 01 50.56100(N)    122 13 52.83700(W) AD(       ) 2
 TR1032  NGVD 29 (07/19/86)   12.2    (m)           40.     (f) VERT ANG       
 TR1032
 TR1032.Superseded values are not recommended for survey control.
 TR1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1032.See file dsdata.txt to determine how the superseded data were derived.
 TR1032
 TR1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5721119978(NAD 83)
 TR1032_MARKER: Z = SEE DESCRIPTION
 TR1032_SETTING: 0 = UNSPECIFIED SETTING
 TR1032
 TR1032  HISTORY     - Date     Condition        Report By
 TR1032  HISTORY     - 1941     MONUMENTED       CGS
 TR1032  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR1032  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR1032  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1032  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR1032  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TR1032
 TR1032                          STATION DESCRIPTION
 TR1032
 TR1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 TR1032'STATION IS ON THE E SHORE OF POSSESSION SOUND, BY AIR LINE DISTANCES
 TR1032'3 MILES SW OF MARYSVILLE AND 3 MILES NW OF BELLINGHAM.  ON PRIEST
 TR1032'POINT, ON THE N SIDE OF THE MOUTH OF THE SNOHOMISH RIVER.
 TR1032'
 TR1032'SURFACE MARK IS A STANDARD DISK, STAMPED COLVIN 2 1941, SET IN A
 TR1032'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE GROUND.
 TR1032'
 TR1032'UNDERGROUND MARK IS A STANDARD DISK SET IN A POST OF CONCRETE.
 TR1032'
 TR1032'REFERENCE MARK NO.1, A STANDARD DISK, STAMPED COLVIN 2 NO.1 1941,
 TR1032'SET IN TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES ABOVE GROUND, IS
 TR1032'E OF THE STATION, 4 FEET SW OF THE SW CORNER OF THE GARAGE.
 TR1032'
 TR1032'REFERENCE MARK NO.2, A STANDARD DISK, STAMPED COLVIN 2 NO.2 1941,
 TR1032'SET IN TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 TR1032'GROUND, IS S OF THE STATION, ABOUT 50 FEET NE OF THE STONE CABIN AND
 TR1032'12 FEET NE OF AN ELECTRIC POWER POLE.
 TR1032'
 TR1032'NO AZIMUTH MARK ESTABLISHED.
 TR1032'
 TR1032'TO REACH STATION FROM MARYSVILLE, GO N ON U.S. ROUTE 99, TOWARD
 TR1032'MOUNT VERNON, FROM THE MAIN CORNER OF TOWN AND A TRAFFIC LIGHT 0.3
 TR1032'MILE.  TURN LEFT (W) OFF THE HIGHWAY AND FOLLOW A HARD SURFACE ROAD
 TR1032'AS PER THE SIGN TULALIP 7 FOR 3.0 MILES TO GAS STATION AND A ROAD
 TR1032'FORKS.  TAKE LEFT FORK, THEN ANOTHER LEFT FORK AT THE SECOND GAS
 TR1032'STATION AND GO DOWN GRADE 0.6 MILE TO EDGE OF BLUFFS.  TURN LEFT
 TR1032'(E) 0.1 MILE TO A CUT AND A GRADE LEADING DOWN TO THE FLATS.  TURN
 TR1032'RIGHT THROUGH A BOARD GATE AND GO UP ONTO THE PARKING AREA ABOVE AND
 TR1032'NW OF A STONE COTTAGE.  STATION IS HERE, 30 FEET S OF THE CENTER
 TR1032'LINE OF PAVED ROAD, 11 FEET S OF A WIRE FENCE, 70.5 FEET W OF THE
 TR1032'SW CORNER OF A GARAGE, AND 5.5 FEET S OF A WHITE WITNESS POST.
 TR1032
 TR1032                          STATION RECOVERY (1954)
 TR1032
 TR1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR1032'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1032'CONDITION AND ALMOST AS DESCRIBED.  AS THE STATION WAS APPROACHED
 TR1032'FROM THE SEA, IT WAS NOT POSSIBLE TO CHECK THE ENTIRE OLD
 TR1032'DESCRIPTION AND WRITE A NEW ONE.  THE FOLLOWING CHANGES AND
 TR1032'DISCREPANCIES WERE NOTED--
 TR1032'
 TR1032'THE STATION IS 3 MI. NW OF EVERETT NOT BELLINGHAM.  THE PARKING
 TR1032'AREA MENTIONED IS NE OF THE STONE COTTAGE NOT NW.  THE STONE
 TR1032'COTTAGE, MENTIONED IN THE ORIGINAL DESCRIPTION, HAS BEEN ADDED TO
 TR1032'UNTIL IT IS NOW OF CONSIDERABLE DIMENSIONS.  AS THIS STONE HOUSE IS
 TR1032'THE ONLY ONE ON PRIEST POINT MADE OF STONE, IT IS THE QUICKEST AND
 TR1032'EASIEST WAY IN WHICH TO DETERMINE THE IMMEDIATE AREA OF THE
 TR1032'STATION, WHEN APPROACHING IT FROM THE SOUND.  THE WITNESS POST HAS
 TR1032'ROTTED OFF.  A NEW WIRE FENCE, PERPENDICULAR TO THE OLD ONE, HAS
 TR1032'BEEN ERECTED, AND THE STATION MARK AND REFERENCE MARK 2 ARE IN THIS
 TR1032'FENCE LINE.
 TR1032'
 TR1032'AS STATION GEDNEY EAST 2 IS NOT VISIBLE FROM THE GROUND BECAUSE OF
 TR1032'A NEW HOUSE BUILT ON LINE, THE STATION WAS OCCUPIED ECCENTRICALLY,
 TR1032'AND DISTANCES BUT NO DIRECTIONS TO THE REFERENCE MARKS WERE
 TR1032'MEASURED.
 TR1032
 TR1032                          STATION RECOVERY (1954)
 TR1032
 TR1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 TR1032'ON THE E SHORE OF POSSESSION SOUND, ABOUT 4 MI. N-NW OF THE CENTER
 TR1032'OF EVERETT, ABOUT 3 MI. SW OF THE CENTER OF MARYSVILLE, ON THE N
 TR1032'SIDE OF THE MOUTH OF THE SNOHOMISH RIVER, AT PRIEST POINT, ABOUT
 TR1032'270 FT. E OF A LARGE BRICK HOUSE, THE SAUNDERS RESIDENCE, S OF THE
 TR1032'ROAD LEADING DOWN FROM THE HILL ONTO PRIEST POINT AT THE END OF THE
 TR1032'BLUFF ALONG THE SHORELINE, ABOUT 70 FT. N-NE OF THE N GABLE OF A
 TR1032'STONE COTTAGE, 39 FT. N OF A POWER POLE ON THE EDGE OF THE BLUFF, 44
 TR1032'FT. W OF TELEPHONE POLE TCA-3, 26 FT. W OF THE S END OF THE GATE, 10
 TR1032'FT. S OF A LOW-TIMBER BULKHEAD, 1 FT. E OF A N-S FENCE, 6.4 FT. S
 TR1032'OF THE MOST N FENCE POST, A STANDARD TRIANGULATION DISK, STAMPED
 TR1032'COLVIN 2 1941 AND SET IN A CONCRETE POST.
 TR1032'
 TR1032'REFERENCE MARK 1 IS AT THE EDGE OF THE BLUFF E OF THE STATION, A
 TR1032'STANDARD REFERENCE-MARK DISK, STAMPED COLVIN 2 NO 1 1941 AND SET IN A
 TR1032'CONCRETE POST.  THE GARGAGE, MENTIONED IN THE PREVIOUS
 TR1032'DESCRIPTION, IS GONE.
 TR1032'
 TR1032'REFERENCE MARK 2 IS AT THE EDGE OF THE BLUFF S OF THE STATION, 1 FT.
 TR1032'E OF THE SAME N-S FENCE LINE THAT PASSES NEAR THE STATION.
 TR1032'
 TR1032'REACHED FROM FOURTH AND STATE (U.S. HIGHWAY 99) STREETS IN
 TR1032'MARYSVILLE, BY PROCEEDING W UNDER THE UNDERPASS AT THE U.S. HIGHWAY
 TR1032'99 BYPASS FOR 3.3 MI. TO A CROSSROAD AND A STORE AND CHEVRON GAS
 TR1032'STATION.  THE ROAD LEADING S IS POSTED AS THE ROUTE TO PRIEST
 TR1032'POINT.  TURN S AND GO ABOUT 0.6 MI. TO A SHARP TURN LEFT AT THE EDGE
 TR1032'OF A BLUFF AND A LARGE BRICK HOUSE W OF THE ROAD, FOLLOW THE ROAD E
 TR1032'FOR ABOUT 250 FT. FROM THIS TURN, BEAR RIGHT THROUGH A BOARD GATE
 TR1032'INTO A SMALL LOT NW OF A STONE COTTAGE BELOW THE BLUFF.
 TR1032
 TR1032                          STATION RECOVERY (1960)
 TR1032
 TR1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1032'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1032'CONDITION AS DESCRIBED IN THE RECOVERY NOTE BY F.N. IN 1954.  THE
 TR1032'DESCRIPTION IS ADEQUATE AND COMPLETE.
 TR1032
 TR1032                          STATION RECOVERY (1967)
 TR1032
 TR1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NET)
 TR1032'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TR1032'CONDITION.  BECAUSE OF TREES AND BUILDINGS THE STATION WILL ONLY
 TR1032'SEE TO THE SOUTH AND EAST.  REFERENCE MARK 1 OF OLD STATION
 TR1032'COLVIN, 1927 WAS ALSO RECOVERED.  AN ANGLE AND DISTANCE WAS
 TR1032'MEASURED TO IT AT THIS TIME.
 TR1032'
 TR1032'THE STATION IS LOCATED ON PRIEST POINT ABOUT 1/4 MILE WEST OF THE
 TR1032'EASTERN MOST POINT OF PRIEST POINT, ABOUT 2 MILES NORTHWEST OF THE
 TR1032'CITY OF EVERETT AND ABOUT 1-1/2 MILES NORTHWEST OF THE MOUTH OF THE
 TR1032'SNOHOMISH RIVER.  IT IS ALONG THE WEST EDGE OF A VACANT LOT AND ABOUT
 TR1032'40 FEET ABOVE MEAN SEA LEVEL.
 TR1032'
 TR1032'TO REACH THE STATION FROM THE INTERSECTION OF STATE STREET AND 4TH
 TR1032'STREET IN MARYSVILLE GO WEST ON 4TH STREET (MAIN ROAD) FOR 3.0 MILES
 TR1032'TO A ROAD FORK, TURN LEFT AND GO 0.05 MILE TO INTERSECTION, TURN
 TR1032'LEFT (SOUTH) ON MERIDIAN ROAD AND GO 0.4 MILE TO INTERSECTION WITH
 TR1032'40TH STREET, CONTINUE SOUTHERLY ON MERIDIAN ROAD 0.1 MILE TO A
 TR1032'STONE WALL AND STATION ON THE RIGHT.
 TR1032'
 TR1032'THE STATION IS A STANDARD DISK, STAMPED COLVIN 2 1941, SET IN THE
 TR1032'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 TR1032'IT IS LOCATED ON THE ADJOINING LOT EAST OF A LOT WITH A TWO STORY
 TR1032'NATURAL STONE HOUSE, 30 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD
 TR1032'AND 0.5 FOOT EAST OF A FENCE LINE.
 TR1032'
 TR1032'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLVIN 2 NO 1 1941,
 TR1032'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 TR1032'INCHES.  IT IS AT THE EAST EDGE OF A LEVELED AREA AND IS ABOUT 3
 TR1032'FEET LOWER THAN THE STATION.
 TR1032'
 TR1032'REFERENCE MARK 1 (1927) IS A STANDARD DISK, STAMPED COLVIN 1927,
 TR1032'SET IN THE TOP OF AN 8 INCH IN DIAMETER, CONCRETE FILLED TILE
 TR1032'PROJECTING 3 INCHES.  IT IS ON THE SOUTH SLOPE OF A HILL AND IS
 TR1032'ABOUT 6 FEET LOWER THAN THE STATION.
 TR1032'
 TR1032'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLVIN 2 NO 2 1941,
 TR1032'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 TR1032'INCHES.  IT IS IN A FENCE LINE 1.5 FEET NORTHEAST OF THE INSHORE END
 TR1032'OF A ROCK RETAINING WALL AND IS 2 FEET LOWER THAN THE STATION.
 TR1032'
 TR1032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES NORTHWEST.
 TR1032
 TR1032                          STATION RECOVERY (1971)
 TR1032
 TR1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 TR1032'THE STATION REFERENCE MARKS 1, 2 AND 1 (1927) WERE RECOVERED IN
 TR1032'GOOD CONDITION AS DESCRIBED BY N.E.T. IN 1967.  DUE TO ADJOINING
 TR1032'BUILDINGS, IT IS NECESSARY TO OCCUPY THE STATION ECCENTRICALLY TO BE
 TR1032'ABLE TO SEE GEDNEY ISLAND OR STATIONS TO THE WEST.
 TR1032'
 TR1032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES NNW OF
 TR1032'EVERETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5066 ***********************************************************************
 SY5066  DESIGNATION -  COLVOS ROCK LIGHT
 SY5066  PID         -  SY5066
 SY5066  STATE/COUNTY-  WA/JEFFERSON
 SY5066  USGS QUAD   -  PORT LUDLOW (1973)
 SY5066
 SY5066                         *CURRENT SURVEY CONTROL
 SY5066  ___________________________________________________________________
 SY5066* NAD 83(1991)-  47 57 07.42909(N)    122 40 15.65188(W)     ADJUSTED  
 SY5066* NAVD 88     -                                                        
 SY5066  ___________________________________________________________________
 SY5066  LAPLACE CORR-         -15.25  (seconds)                    DEFLEC99
 SY5066  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 SY5066
 SY5066  HORZ ORDER  -  THIRD
 SY5066
 SY5066.The horizontal coordinates were established by classical geodetic methods
 SY5066.and adjusted by the National Geodetic Survey in December 1991..
 SY5066
 SY5066
 SY5066.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5066
 SY5066.The geoid height was determined by GEOID03.
 SY5066
 SY5066;                    North         East     Units Scale Factor Converg.
 SY5066;SPC WA N     -   107,490.966   362,755.803   MT  0.99994643   -1 22 05.5
 SY5066;SPC WA N     -   352,659.94  1,190,141.33   sFT  0.99994643   -1 22 05.5
 SY5066;UTM  10      - 5,311,024.687   524,563.558   MT  0.99960741   +0 14 39.5
 SY5066
 SY5066                          SUPERSEDED SURVEY CONTROL
 SY5066
 SY5066  NAD 83(1986)-  47 57 07.42706(N)    122 40 15.65719(W) AD(       ) 4
 SY5066  NAD 27      -  47 57 08.08000(N)    122 40 11.13400(W) AD(       ) 3
 SY5066
 SY5066.Superseded values are not recommended for survey control.
 SY5066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5066.See file dsdata.txt to determine how the superseded data were derived.
 SY5066
 SY5066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU2456411025(NAD 83)
 SY5066
 SY5066  HISTORY     - Date     Condition        Report By
 SY5066  HISTORY     - 1934     MONUMENTED       CGS
 SY5066  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY5066
 SY5066                          STATION DESCRIPTION
 SY5066
 SY5066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5066'THIS STATION IS THE FLASHING WHITE LIGHT ON COLVOS ROCKS.  THE
 SY5066'POINTINGS WERE MADE ON THE VERTICAL PIPE WHICH EXTENDS FROM THE
 SY5066'TOP OF THE STORAGE CHAMBER AND UPON WHICH THE LIGHT IS MOUNTED.
 SY5066
 SY5066                          STATION RECOVERY (1961)
 SY5066
 SY5066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SY5066'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 SY5066'FOLLOWS.
 SY5066'
 SY5066'THE STATION IS THE RED IRON PIPE ATOP THE WHITE BATTERY BOX, WHICH
 SY5066'IS THE SUPPORT FOR A FLASHING WHITE LIGHT ON COLVOS ROCKS.  THE
 SY5066'BATTERY BOX IS A 7-FOOT HIGH WHITE STRUCTURE MOUNTED ON A 4-FOOT
 SY5066'SQUARE CONCRETE BASE.  THE RED IRON PIPE SUPPORTING THE LIGHT
 SY5066'PROJECTS ABOVE THE CENTER OF THE BATTERY BOX.  THE STATION IS ABOUT
 SY5066'40 FEET NORTH OF THE HIGH POINT OF THE ROCK.  THE LIGHT IS LISTED
 SY5066'AS NUMBER 1765 AND NUMBER 1847 IN THE PUBLICATION, LIST OF LIGHTS
 SY5066'AND OTHER MARINE AIDS, VOLUME III, PACIFIC COAST AND PACIFIC
 SY5066'ISLANDS, 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2275 ***********************************************************************
 SA2275  DESIGNATION -  COLYAK
 SA2275  PID         -  SA2275
 SA2275  STATE/COUNTY-  WA/BENTON
 SA2275  USGS QUAD   -  KENNEWICK (1992)
 SA2275
 SA2275                         *CURRENT SURVEY CONTROL
 SA2275  ___________________________________________________________________
 SA2275* NAD 83(1991)-  46 14 12.39328(N)    119 13 00.62222(W)     ADJUSTED  
 SA2275* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 SA2275  ___________________________________________________________________
 SA2275  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 SA2275  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SA2275
 SA2275  HORZ ORDER  -  SECOND
 SA2275
 SA2275.The horizontal coordinates were established by classical geodetic methods
 SA2275.and adjusted by the National Geodetic Survey in December 1991..
 SA2275
 SA2275.The orthometric height was scaled from a topographic map.
 SA2275
 SA2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2275
 SA2275.The geoid height was determined by GEOID03.
 SA2275
 SA2275;                    North         East     Units Scale Factor Converg.
 SA2275;SPC WA S     -   101,222.165   598,962.014   MT  0.99993298   +0 55 55.5
 SA2275;SPC WA S     -   332,093.05  1,965,094.54   sFT  0.99993298   +0 55 55.5
 SA2275;UTM  11      - 5,122,744.049   329,080.437   MT  0.99995912   -1 36 05.0
 SA2275
 SA2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2275!SPC WA S     -   0.99998537  x   0.99993298  =   0.99991835
 SA2275!UTM  11      -   0.99998537  x   0.99995912  =   0.99994449
 SA2275
 SA2275                          SUPERSEDED SURVEY CONTROL
 SA2275
 SA2275  NAD 83(1991)-  46 14 12.39434(N)    119 13 00.62096(W) AD(       ) 2
 SA2275  NAD 83(1986)-  46 14 12.40181(N)    119 13 00.61565(W) AD(       ) 2
 SA2275  NAD 27      -  46 14 12.91600(N)    119 12 56.56100(W) AD(       ) 2
 SA2275
 SA2275.Superseded values are not recommended for survey control.
 SA2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2275.See file dsdata.txt to determine how the superseded data were derived.
 SA2275
 SA2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2908022744(NAD 83)
 SA2275_MARKER: Z = SEE DESCRIPTION
 SA2275_SETTING: 0 = UNSPECIFIED SETTING
 SA2275_STAMPING: COLYAK 1947
 SA2275_MARK LOGO: USE   
 SA2275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2275
 SA2275  HISTORY     - Date     Condition        Report By
 SA2275  HISTORY     - 1947     MONUMENTED       USE
 SA2275  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SA2275  HISTORY     - 1963     SEE DESCRIPTION  USGS
 SA2275
 SA2275                          STATION DESCRIPTION
 SA2275
 SA2275'DESCRIBED BY US ENGINEERS 1947 (WRG)
 SA2275'ABOUT 4.0 MILE SOUTHEAST FROM GEORGE WASHINGTON WAY AND LEE
 SA2275'BLVD., RICHLAND WASH. TO STATION.
 SA2275'
 SA2275'TO REACH STATION FROM GEORGE WASHINGTON WAY AND LEE BLVD.,
 SA2275'RICHLAND, WASH, GO ABOUT 2.85 MILES SOUTH ON GEORGE WASHINGTON WAY
 SA2275'TO INTERSECTION, RICHLAND, KENNEWICK YAKIMA, HIWAY, GO EAST ON
 SA2275'YAKIMA, KENNEWICK HIWAY ABOUT 1.35 MILES TO PROMINENT KNOLL SOUTH
 SA2275'FROM HIWAY, ABOUT 250 FT. SOUTH FROM HIWAY TO TOP OF KNOLL AND
 SA2275'STATION.
 SA2275'
 SA2275'A STANDARD BRONZE DISK CEMENTED IN ROCK STAMPED COLYAK 1947.
 SA2275
 SA2275                          STATION RECOVERY (1958)
 SA2275
 SA2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SA2275'THE STATION WAS PREVIOUSLY REPORTED DESTROYED.  NO FURTHER SEARCH
 SA2275'WAS MADE.
 SA2275
 SA2275                          STATION RECOVERY (1963)
 SA2275
 SA2275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 SA2275'THERE HAS BEEN DOZER ACTIVITY IN THIS AREA AND A THOROUGH SEARCH
 SA2275'OF THIS AREA FAILED TO REVEAL THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2313 ***********************************************************************
 SY2313  DESIGNATION -  COMA
 SY2313  PID         -  SY2313
 SY2313  STATE/COUNTY-  WA/PIERCE
 SY2313  USGS QUAD   -  TACOMA SOUTH (1994)
 SY2313
 SY2313                         *CURRENT SURVEY CONTROL
 SY2313  ___________________________________________________________________
 SY2313* NAD 83(1991)-  47 14 45.14013(N)    122 25 30.73011(W)     ADJUSTED  
 SY2313* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 SY2313  ___________________________________________________________________
 SY2313  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 SY2313  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY2313
 SY2313  HORZ ORDER  -  THIRD
 SY2313
 SY2313.The horizontal coordinates were established by classical geodetic methods
 SY2313.and adjusted by the National Geodetic Survey in December 1991..
 SY2313
 SY2313.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2313
 SY2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2313
 SY2313.The geoid height was determined by GEOID03.
 SY2313
 SY2313;                    North         East     Units Scale Factor Converg.
 SY2313;SPC WA S     -   214,365.069   354,267.061   MT  0.99998116   -1 23 54.5
 SY2313;SPC WA S     -   703,296.06  1,162,291.18   sFT  0.99998116   -1 23 54.5
 SY2313;UTM  10      - 5,232,647.805   543,498.358   MT  0.99962325   +0 25 19.4
 SY2313
 SY2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2313!SPC WA S     -   1.00000287  x   0.99998116  =   0.99998403
 SY2313!UTM  10      -   1.00000287  x   0.99962325  =   0.99962612
 SY2313
 SY2313:                Primary Azimuth Mark                     Grid Az
 SY2313:SPC WA S     -  TACOMA HI OF THREE CONC STACKS           014 11 30.5
 SY2313:UTM  10      -  TACOMA HI OF THREE CONC STACKS           012 22 16.6
 SY2313
 SY2313|---------------------------------------------------------------------|
 SY2313| PID    Reference Object                     Distance      Geod. Az  |
 SY2313|                                                           dddmmss.s |
 SY2313| SY2652 TACOMA HI OF THREE CONC STACKS      APPROX. 1.0 KM 0124736.0 |
 SY2313| SY2322 TACOMA KMO WEST RADIO MAST          415.505 METERS 0340225.6 |
 SY2313| SY2323 TACOMA KMO EAST RADIO MAST          463.259 METERS 0351249.1 |
 SY2313| CE3464 COMA RM 1                            14.570 METERS 03843     |
 SY2313| SY2545 TACOMA KAISER ALUM PLANT STACK      APPROX. 4.3 KM 0690422.6 |
 SY2313| SY2312 TACOMA GAS PLANT BLACK STACK        APPROX. 0.7 KM 0795735.0 |
 SY2313| SY2334 CLARK POT                           APPROX. 1.1 KM 1525331.0 |
 SY2313| SY2311 TACOMA GR NORTHERN RR YARD TK       415.754 METERS 2093419.2 |
 SY2313| SY2303 TACOMA ST JOSEPH HOSPITAL DOME      APPROX. 1.7 KM 2645954.9 |
 SY2313| CE3465 COMA RM 2                            12.631 METERS 31438     |
 SY2313| SY2674 SHED                                APPROX. 1.1 KM 3245317.8 |
 SY2313| SY2661 TACOMA WOCO RED TANK                APPROX. 0.8 KM 3511321.5 |
 SY2313| SY2335 COMA 1935 RM 3                       20.945 METERS 35113     |
 SY2313| SY2658 TACOMA RED TANK SPIKE               APPROX. 0.7 KM 3591321.8 |
 SY2313|---------------------------------------------------------------------|
 SY2313
 SY2313                          SUPERSEDED SURVEY CONTROL
 SY2313
 SY2313  NAD 83(1986)-  47 14 45.13432(N)    122 25 30.74414(W) AD(       ) 3
 SY2313  NAD 27      -  47 14 45.77800(N)    122 25 26.29600(W) AD(       ) 3
 SY2313  NGVD 29 (07/19/86)    3.2    (m)           10.     (f) VERT ANG       
 SY2313
 SY2313.Superseded values are not recommended for survey control.
 SY2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2313.See file dsdata.txt to determine how the superseded data were derived.
 SY2313
 SY2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4349832648(NAD 83)
 SY2313_MARKER: Z = SEE DESCRIPTION
 SY2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2313_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY2313
 SY2313  HISTORY     - Date     Condition        Report By
 SY2313  HISTORY     - 1935     MONUMENTED       CGS
 SY2313  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY2313  HISTORY     - 1978     GOOD             NOS
 SY2313  HISTORY     - 1988     GOOD             USPSQD
 SY2313  HISTORY     - 20041231 MARK NOT FOUND   USPSQD
 SY2313
 SY2313                          STATION DESCRIPTION
 SY2313
 SY2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2313'STATION IS LOCATED ON THE E SIDE OF CITY WATERWAY BETWEEN THE G.N.
 SY2313'AND O.-W. RAILROAD SIDINGS.  IT IS ABOUT 400 METERS E OF WATERWAY
 SY2313'AND 120 METERS N OF G.N. RAILROAD SIDINGS.  THE STATION IS IN THE
 SY2313'MIDST OF TALL GRASS AND THE FOLLOWING RANGES WERE NOTED TO AID
 SY2313'RECOVERY.  TO THE WESTWARD, AN ELEVATED WOODEN TANK, INCINERATOR
 SY2313'AND STANDPIPE AGAINST THE SKYLINE ARE NEARLY IN RANGE.  TO THE
 SY2313'NORTHEASTWARD A NEAR RED TANK JUST OPENS A RANGE ON DISTANT BLACK
 SY2313'TANK.  TO THE SOUTHEASTWARD, THE S END OF SPAN CROSSING TRACKS IS IN
 SY2313'RANGE WITH ALUMINUM TANK AGAINST SKYLINE.  TO THE NORTHWESTWARD,
 SY2313'TWIN BRICK STACKS ARE IN THE CLEAR BETWEEN THE WASHINGTON NATIONAL
 SY2313'BANK BUILDING AND RED-ROOFED PENTHOUSES.
 SY2313'
 SY2313'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY2313'CONCRETE MONUMENTS.
 SY2313
 SY2313                          STATION RECOVERY (1973)
 SY2313
 SY2313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SY2313'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 SY2313'REFERENCE MARK 1 WAS FOUND DESTROYED AND THE DISK WAS REMOVED.
 SY2313'REFERENCE MARK 3 WAS ESTABLISHED.
 SY2313'
 SY2313'LOCATED IN THE CITY OF TACOMA, ABOUT 1/2 MILE EAST OF THE UNION
 SY2313'STATION, ABOUT 1/4 MILE EAST OF THE JUNCTION OF EAST 19TH STREET AND
 SY2313'EAST D STREET, IN AN OPEN AREA BETWEEN THE WAREHOUSES OF THE PACIFIC
 SY2313'STORAGE CO. AND THE OLYMPIA BREWING CO.
 SY2313'
 SY2313'THE STATION IS A STANDARD DISK STAMPED COMA 1935 SET IN THE TOP OF
 SY2313'A 12 INCH SQUARE, CONCRETE MONUMENT, 3 INCHES BELOW THE SURFACE OF
 SY2313'THE GROUND, 150 FEET EAST OF THE EAST WALL OF THE PACIFIC STORAGE CO.
 SY2313'WAREHOUSE, 124 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 SY2313'MEAT DIVISION BUILDING OF THE WEST COAST GROCERY CO., AT 475 EAST
 SY2313'19TH STREET.  66.1 FEET SOUTH OF THE SOUTH EDGE OF EAST 19TH
 SY2313'STREET AND 3.1 FEET NORTH OF A STEEL WITNESS POST.
 SY2313'
 SY2313'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COMA 1935 2 SET IN THE
 SY2313'TOP OF A 12 INCH, SQUARE CONCRETE MONUMENT, 2 INCHES BELOW THE
 SY2313'SURFACE OF THE GROUND, 33.0 FEET SOUTH OF THE SOUTH EDGE OF EAST 19TH
 SY2313'STREET AND ON THE SOUTH PROLONGATION OF THE EAST FACE OF THE WEST
 SY2313'COAST GROCERY CO., MEAT DIVISION BUILDING.
 SY2313'
 SY2313'REFERENCE MARK 3 IS A STANDARD DISK STAMPED COMA 1935 NO 3 1973
 SY2313'SET FLUSH NEAR THE NORTH EDGE OF THE SHALLOW, CONCRETE GUTTER, 2.6
 SY2313'FEET NORTH OF THE SOUTH EDGE OF EAST 19TH STREET AND 58.7 FEET
 SY2313'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE MEAT DIVISION
 SY2313'BUILDING OF THE WEST COAST GROCERY BUILDING.
 SY2313'
 SY2313'TO REACH THE STATION FROM THE JUNCTION OF EAST 19TH STREET AND EAST D
 SY2313'STREET IN TACOMA, GO 0.25 MILE EAST ALONG 19TH STREET TO THE STATION
 SY2313'ON THE RIGHT.
 SY2313'
 SY2313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT TACOMA.
 SY2313
 SY2313                          STATION RECOVERY (1978)
 SY2313
 SY2313'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY2313'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED AS
 SY2313'DESCRIBED.
 SY2313'
 SY2313'THE HEIGHT OF SIGNAL WAS 1.6 METERS.
 SY2313
 SY2313                          STATION RECOVERY (1988)
 SY2313
 SY2313'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2313'RECOVERED IN GOOD CONDITION.
 SY2313
 SY2313                          STATION RECOVERY (2004)
 SY2313
 SY2313'RECOVERY NOTE BY US POWER SQUADRON 2004 (KK)
 SY2313'ALL BUILDINGS IN THE VICINITY ARE NOW OWNED BY SUPERVALU.  THE
 SY2313'LOCATION OF THE MARK IS NOW ABOUT 30 FEET PAST A FENCE AND WITHIN A
 SY2313'LARGE BLACKTOP PARKING LOT.  NO EVIDENCE OF THE MARK COULD BE
 SY2313'OBSERVED FROM THE FENCE LINE.
 SY2313' 
 SY2313'RM2 ALSO NOT FOUND AND MAY HAVE BEEN COVERED OR DESTROYED WHEN THE
 SY2313'PARKING LOT WAS BUILT.
 SY2313' 
 SY2313'RM3 FOUND AS DESCRIBED.  MARK STILL USABLE BUT WORN FROM TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2882 ***********************************************************************
 SY2882  DESIGNATION -  COMMAND POINT 2
 SY2882  PID         -  SY2882
 SY2882  STATE/COUNTY-  WA/KITSAP
 SY2882  USGS QUAD   -  OLALLA (1994)
 SY2882
 SY2882                         *CURRENT SURVEY CONTROL
 SY2882  ___________________________________________________________________
 SY2882* NAD 83(1991)-  47 27 20.65578(N)    122 31 51.45500(W)     ADJUSTED  
 SY2882* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY2882  ___________________________________________________________________
 SY2882  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 SY2882  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2882
 SY2882  HORZ ORDER  -  SECOND
 SY2882
 SY2882.The horizontal coordinates were established by classical geodetic methods
 SY2882.and adjusted by the National Geodetic Survey in December 1991..
 SY2882
 SY2882.The orthometric height was scaled from a topographic map.
 SY2882
 SY2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2882
 SY2882.The geoid height was determined by GEOID03.
 SY2882
 SY2882;                    North         East     Units Scale Factor Converg.
 SY2882;SPC WA N     -    52,081.940   371,996.597   MT  1.00000855   -1 15 50.1
 SY2882;SPC WA N     -   170,872.16  1,220,458.84   sFT  1.00000855   -1 15 50.1
 SY2882;SPC WA S     -   237,890.560   346,863.965   MT  1.00003032   -1 28 31.0
 SY2882;SPC WA S     -   780,479.28  1,138,002.86   sFT  1.00003032   -1 28 31.0
 SY2882;UTM  10      - 5,255,917.232   535,354.678   MT  0.99961536   +0 20 44.1
 SY2882
 SY2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2882!SPC WA N     -   1.00000338  x   1.00000855  =   1.00001193
 SY2882!SPC WA S     -   1.00000338  x   1.00003032  =   1.00003370
 SY2882!UTM  10      -   1.00000338  x   0.99961536  =   0.99961874
 SY2882
 SY2882|---------------------------------------------------------------------|
 SY2882| PID    Reference Object                     Distance      Geod. Az  |
 SY2882|                                                           dddmmss.s |
 SY2882| CE3467 COMMAND POINT 2 RM 2                  8.561 METERS 00303     |
 SY2882| SY2879 VIEW PARK                           APPROX. 3.1 KM 0170019.3 |
 SY2882| SY2874 CHURCH SPIRE                        APPROX. 2.0 KM 0912434.3 |
 SY2882| SY2861 COVE WHARF WEST CHIMNEY             APPROX. 1.5 KM 0955319.5 |
 SY2882| CE3466 COMMAND POINT 2 RM 1                 26.080 METERS 22821     |
 SY2882|---------------------------------------------------------------------|
 SY2882
 SY2882                          SUPERSEDED SURVEY CONTROL
 SY2882
 SY2882  NAD 83(1986)-  47 27 20.64761(N)    122 31 51.46505(W) AD(       ) 2
 SY2882  NAD 27      -  47 27 21.29700(N)    122 31 46.99100(W) AD(       ) 2
 SY2882
 SY2882.Superseded values are not recommended for survey control.
 SY2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2882.See file dsdata.txt to determine how the superseded data were derived.
 SY2882
 SY2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3535555917(NAD 83)
 SY2882_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2882
 SY2882  HISTORY     - Date     Condition        Report By
 SY2882  HISTORY     - 1934     MONUMENTED       CGS
 SY2882  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY2882  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY2882  HISTORY     - 1971     SEE DESCRIPTION  LOCSUR
 SY2882
 SY2882                          STATION DESCRIPTION
 SY2882
 SY2882'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY2882'STATION IS LOCATED IN PUGET SOUND ON THE MAINLAND ON THE W SHORE OF
 SY2882'COLVOS PASSAGE AT COMMAND POINT, A PROMINENT POINT ABOUT 3-1/2
 SY2882'NAUTICAL MILES S AND W OF SOUTHWORTH POINT.  THE STATION IS AT THE
 SY2882'FOOT OF THE SLOPE AT THIS POINT ON A TANGENT TO THE POINT CLEARLY
 SY2882'VISIBLE FROM N AND S, TWENTY PACES BACK OF THE DRIFTWOOD AT EXTREME
 SY2882'HIGH-WATER LINE AND BACK OF A GRASSY SWALE 5 FEET DEEP LYING
 SY2882'BETWEEN THE OUTER RIM OF THE BEACH AND THE TOE OF THE SLOPE.
 SY2882'
 SY2882'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY2882'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY2882'
 SY2882'REFERENCE MARK NO. 1 IS ON A RANGE FROM THE STATION TO PETER POINT
 SY2882'PROJECTED BACK AGAINST THE HILL AND IS 6 FEET INSIDE THE TREE LINE 10
 SY2882'FEET N OF A LARGE MADRONA TREE AT THE TOE OF THE SLOPE.
 SY2882'
 SY2882'REFERENCE MARK NO. 2 IS IN THE TOE OF THE SLOPE ON THE PROJECTED
 SY2882'RANGE FROM PROSPECT POINT AND IS DISTANT 9.90 METERS N 85 DEG E
 SY2882'FROM A 2-FOOT FIR TREE, THE LARGEST WITHIN 100 FEET.  PROSPECT POINT
 SY2882'IS THE SECOND POINT S ON THE SAME SIDE OF THE PASSAGE, DISTANT
 SY2882'1-1/2 MILES.
 SY2882
 SY2882                          STATION RECOVERY (1960)
 SY2882
 SY2882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CB)
 SY2882'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  CAN DRIVE TO
 SY2882'STATION BY MEANS OF A FARMERS ROAD GOING DOWN TO BEACH.
 SY2882
 SY2882                          STATION RECOVERY (1966)
 SY2882
 SY2882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2882'THE MARKS WERE NOT FOUND.  A ROAD NOW COMES OUT ON THE POINT ABOUT
 SY2882'WHERE IT IS ASSUMED REFERENCE MARK NO. 1 SHOULD BE.  THE GRASSY SWALE
 SY2882'MENTIONED APPEARS TO HAVE BEEN PARTIALLY FILLED AND A CABIN BUILT.
 SY2882
 SY2882                          STATION RECOVERY (1971)
 SY2882
 SY2882'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971 (RMM)
 SY2882'COMMAND POINT 2 1934 EXCELLENT-AREA HAS BEEN BUILT UP WITH RESIDENCES
 SY2882'(SEE REF ESTAB. ON 5/25/71 BELOW).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4759 ***********************************************************************
 SY4759  DESIGNATION -  COMMODORE
 SY4759  PID         -  SY4759
 SY4759  STATE/COUNTY-  WA/KING
 SY4759  USGS QUAD   -  
 SY4759
 SY4759                         *CURRENT SURVEY CONTROL
 SY4759  ___________________________________________________________________
 SY4759* NAD 83(1991)-  47 39 37.38844(N)    122 23 09.08046(W)     ADJUSTED  
 SY4759* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SY4759  ___________________________________________________________________
 SY4759  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 SY4759  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SY4759
 SY4759  HORZ ORDER  -  SECOND
 SY4759
 SY4759.The horizontal coordinates were established by classical geodetic methods
 SY4759.and adjusted by the National Geodetic Survey in December 1991..
 SY4759
 SY4759.The orthometric height was scaled from a topographic map.
 SY4759
 SY4759.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4759
 SY4759.The geoid height was determined by GEOID03.
 SY4759
 SY4759;                    North         East     Units Scale Factor Converg.
 SY4759;SPC WA N     -    74,599.158   383,395.076   MT  0.99997395   -1 09 21.2
 SY4759;SPC WA N     -   244,747.40  1,257,855.35   sFT  0.99997395   -1 09 21.2
 SY4759;UTM  10      - 5,278,737.301   546,112.188   MT  0.99962613   +0 27 14.3
 SY4759
 SY4759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4759!SPC WA N     -   1.00000213  x   0.99997395  =   0.99997608
 SY4759!UTM  10      -   1.00000213  x   0.99962613  =   0.99962826
 SY4759
 SY4759|---------------------------------------------------------------------|
 SY4759| PID    Reference Object                     Distance      Geod. Az  |
 SY4759|                                                           dddmmss.s |
 SY4759| CF7308 COMMODORE RM 2                        9.998 METERS 31319     |
 SY4759|---------------------------------------------------------------------|
 SY4759
 SY4759                          SUPERSEDED SURVEY CONTROL
 SY4759
 SY4759  NAD 83(1986)-  47 39 37.38244(N)    122 23 09.08550(W) AD(       ) 2
 SY4759  NAD 27      -  47 39 38.03000(N)    122 23 04.62900(W) AD(       ) 2
 SY4759
 SY4759.Superseded values are not recommended for survey control.
 SY4759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4759.See file dsdata.txt to determine how the superseded data were derived.
 SY4759
 SY4759_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4611278737(NAD 83)
 SY4759_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4759
 SY4759  HISTORY     - Date     Condition        Report By
 SY4759  HISTORY     - 1934     MONUMENTED       WAGS
 SY4759  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY4759  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4759  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY4759  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4759
 SY4759                          STATION DESCRIPTION
 SY4759
 SY4759'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1934
 SY4759'THIS STATION IS SET FLUSH WITH THE GROUND IN A HEAVY CONCRETE
 SY4759'MONUMENT ABOUT 12 FEET S FROM THE FENCE LINE RUNNING E AND W ALONG
 SY4759'THE N SIDE OF COMMODORE WAY AND 25 FEET FROM THE TURN IN THE ROAD
 SY4759'MARKING THE JUNCTION OF TWENTY-THIRD AVENUE W AND COMMODORE WAY.  IT
 SY4759'IS APPROXIMATELY IN LINE WITH THE E SIDE OF TWENTY-THIRD AVENUE W.
 SY4759'
 SY4759'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4759'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY4759'
 SY4759'REFERENCE MARK NO.2 IS SET FLUSH WITH THE GROUND, W OF THE STATION
 SY4759'AND CLOSE TO THE FENCE.
 SY4759'
 SY4759'REQUIRES A TRIPOD 24 FEET HIGH TO SEE OVER GROVES OF TREES TO THE E
 SY4759'AND W AND BUILDINGS TO THE SE.
 SY4759
 SY4759                          STATION RECOVERY (1936)
 SY4759
 SY4759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY4759'THE STATION WAS RECOVERED AS DESCRIBED, WITH ADDITIONS AS
 SY4759'FOLLOWS--STATION IS 157.7 FEET SW OF SW CORNER OF A HOUSE, 135.5 FEET
 SY4759'NE OF NE CORNER OF A HOUSE, 170 FEET SE OF SE CORNER OF SHED.
 SY4759
 SY4759                          STATION RECOVERY (1952)
 SY4759
 SY4759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4759'STATION IS LOCATED AT THE INTERSECTION OF COMMODORE WAY AND
 SY4759'TWENTY-THIRD AVENUE W, AT THE NE CORNER OF THE INTERSECTION.  STATION
 SY4759'AND REFERENCE MARK WERE SEARCHED FOR BUT NEITHER WAS RECOVERED.
 SY4759'THESE STREETS WERE DIRT OR GRAVEL IN 1934.  NOW TWENTY-THIRD STREET
 SY4759'IS PAVED TOWARD THE S FROM THE INTERSECTION AND COMMODORE WAY TOWARD
 SY4759'THE W.  EARLIER REFERENCES HAVE BEEN OBLITERATED EXCEPT THE HOUSE
 SY4759'IN THE SW CORNER.  FURTHER IT IS EVIDENT THAT MATERIAL FILL HAS BEEN
 SY4759'OCCASIONED IN THE CORNER WHERE STATION AND REFERENCE MARKS WERE
 SY4759'SITUATED.
 SY4759
 SY4759                          STATION RECOVERY (1987)
 SY4759
 SY4759'RECOVERY NOTE BY US POWER SQUADRON 1987 (BC)
 SY4759'MARK NOT FOUND.
 SY4759
 SY4759                          STATION RECOVERY (2001)
 SY4759
 SY4759'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4759' 
 SY4759' 
 SY4759' 
 SY4759' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3562 ***********************************************************************
 SY3562  DESIGNATION -  COMMUNITY
 SY3562  PID         -  SY3562
 SY3562  STATE/COUNTY-  WA/KING
 SY3562  USGS QUAD   -  BLACK DIAMOND (1994)
 SY3562
 SY3562                         *CURRENT SURVEY CONTROL
 SY3562  ___________________________________________________________________
 SY3562* NAD 83(1991)-  47 35 29.45138(N)    122 05 17.97314(W)     ADJUSTED  
 SY3562* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3562  ___________________________________________________________________
 SY3562  LAPLACE CORR-          10.11  (seconds)                    DEFLEC99
 SY3562  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY3562
 SY3562  HORZ ORDER  -  SECOND
 SY3562
 SY3562.The horizontal coordinates were established by classical geodetic methods
 SY3562.and adjusted by the National Geodetic Survey in December 1991..
 SY3562
 SY3562.The orthometric height was scaled from a topographic map.
 SY3562
 SY3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3562
 SY3562.The geoid height was determined by GEOID03.
 SY3562
 SY3562;                    North         East     Units Scale Factor Converg.
 SY3562;SPC WA N     -    66,535.380   405,614.494   MT  0.99998419   -0 56 03.7
 SY3562;SPC WA N     -   218,291.49  1,330,753.55   sFT  0.99998419   -0 56 03.7
 SY3562;UTM  10      - 5,271,303.002   568,541.646   MT  0.99965773   +0 40 23.4
 SY3562
 SY3562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3562!SPC WA N     -   1.00000333  x   0.99998419  =   0.99998752
 SY3562!UTM  10      -   1.00000333  x   0.99965773  =   0.99966106
 SY3562
 SY3562|---------------------------------------------------------------------|
 SY3562| PID    Reference Object                     Distance      Geod. Az  |
 SY3562|                                                           dddmmss.s |
 SY3562| CF7309 COMMUNITY RM                         39.197 METERS 15910     |
 SY3562| SY3557 HOFF                                APPROX. 4.1 KM 1793705.4 |
 SY3562| SY3563 COMMUNITY ECC 1941                    0.357 METERS 33909     |
 SY3562|---------------------------------------------------------------------|
 SY3562
 SY3562                          SUPERSEDED SURVEY CONTROL
 SY3562
 SY3562  NAD 83(1986)-  47 35 29.44354(N)    122 05 17.97933(W) AD(       ) 2
 SY3562  NAD 27      -  47 35 30.08000(N)    122 05 13.54900(W) AD(       ) 2
 SY3562
 SY3562.Superseded values are not recommended for survey control.
 SY3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3562.See file dsdata.txt to determine how the superseded data were derived.
 SY3562
 SY3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6854271303(NAD 83)
 SY3562_MARKER: Z = SEE DESCRIPTION
 SY3562_SETTING: 0 = UNSPECIFIED SETTING
 SY3562
 SY3562  HISTORY     - Date     Condition        Report By
 SY3562  HISTORY     - 1936     MONUMENTED       WAGS
 SY3562  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SY3562  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SY3562
 SY3562                          STATION DESCRIPTION
 SY3562
 SY3562'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SY3562'STATION IS IN NW 1/4 OF SE 1/4 OF SEC. 6, T.24, R.6.  IT IS
 SY3562'LOCATED ON THE MOST WESTERLY PROJECTION OF LAND ON THE E SHORE OF
 SY3562'LAKE SAMMAMISH 2-1/2 MILES NW OF SE CORNER OF THE LAKE.  THE POINT IS
 SY3562'LOW, AND GRAVELY AND BRUSH COVERED.  THE LAND W OF THE NORTHERN
 SY3562'PACIFIC RAILWAY ON THE POINT IS OWNED BY A COMMUNITY SAID TO BE
 SY3562'MANAGED BY ROTHEBERG (SEATTLE PRINTER).  THE POINT IS A SHORT WAY S
 SY3562'OF A WHITE GAS STATION ON THE LAKE SIDE OF THE HIGHWAY.  STATION IS
 SY3562'78.5 FEET S OF THE SE CORNER OF AN 18- BY 30-FOOT DOCK ON WHICH IS A
 SY3562'6-BY 6-FOOT FISH HOUSE, 38 FEET E OF THE WATERS EDGE AND 47 FEET W
 SY3562'OF A 2-INCH FIR TREE.
 SY3562'
 SY3562'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS WEDGED
 SY3562'IN DRILL HOLES IN BOULDERS.  STATION MARK IS STAMPED KING COUNTY
 SY3562'AERIAL SURVEY.
 SY3562'
 SY3562'THE REFERENCE MARK IS S OF THE STATION, S 34 DEG W.
 SY3562'
 SY3562'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY3562
 SY3562                          STATION RECOVERY (1938)
 SY3562
 SY3562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (RWK)
 SY3562'STATION HAS BEEN DESTROYED AND IS LYING ON THE BEACH.
 SY3562
 SY3562                          STATION RECOVERY (1941)
 SY3562
 SY3562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (AMS)
 SY3562'STATION PREVIOUSLY REPORTED DESTROYED WAS RE-MARKED IN 1941 IN
 SY3562'SAME WAY AS ORIGINAL, BUT MARK WAS INADVERTENTLY PLACED 0.3566
 SY3562'METERS, 339 DEG 21 MIN FROM ORIGINAL MARK AND CALLED COMMUNITY,
 SY3562'ECCENTRIC.  A NEW GEOGRAPHIC POSITION AND AZIMUTHS TO STATIONS WERE
 SY3562'COMPUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3563 ***********************************************************************
 SY3563  DESIGNATION -  COMMUNITY ECC 1941
 SY3563  PID         -  SY3563
 SY3563  STATE/COUNTY-  WA/KING
 SY3563  USGS QUAD   -  BLACK DIAMOND (1994)
 SY3563
 SY3563                         *CURRENT SURVEY CONTROL
 SY3563  ___________________________________________________________________
 SY3563* NAD 83(1991)-  47 35 29.46218(N)    122 05 17.97922(W)     ADJUSTED  
 SY3563* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3563  ___________________________________________________________________
 SY3563  LAPLACE CORR-          10.11  (seconds)                    DEFLEC99
 SY3563  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY3563
 SY3563  HORZ ORDER  -  THIRD
 SY3563
 SY3563.The horizontal coordinates were established by classical geodetic methods
 SY3563.and adjusted by the National Geodetic Survey in December 1991..
 SY3563.No horizontal observational check was made to the station.
 SY3563
 SY3563.The orthometric height was scaled from a topographic map.
 SY3563
 SY3563.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3563
 SY3563.The geoid height was determined by GEOID03.
 SY3563
 SY3563;                    North         East     Units Scale Factor Converg.
 SY3563;SPC WA N     -    66,535.716   405,614.373   MT  0.99998419   -0 56 03.7
 SY3563;SPC WA N     -   218,292.59  1,330,753.16   sFT  0.99998419   -0 56 03.7
 SY3563;UTM  10      - 5,271,303.334   568,541.515   MT  0.99965773   +0 40 23.4
 SY3563
 SY3563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3563!SPC WA N     -   1.00000333  x   0.99998419  =   0.99998752
 SY3563!UTM  10      -   1.00000333  x   0.99965773  =   0.99966106
 SY3563
 SY3563                          SUPERSEDED SURVEY CONTROL
 SY3563
 SY3563  NAD 83(1986)-  47 35 29.45434(N)    122 05 17.98541(W) AD(       ) 3
 SY3563  NAD 27      -  47 35 30.09000(N)    122 05 13.55500(W) AD(       ) 3
 SY3563
 SY3563.Superseded values are not recommended for survey control.
 SY3563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3563.See file dsdata.txt to determine how the superseded data were derived.
 SY3563
 SY3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6854271303(NAD 83)
 SY3563
 SY3563  HISTORY     - Date     Condition        Report By
 SY3563  HISTORY     - 1941     MONUMENTED       CGS
 SY3563  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY3563  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY3563
 SY3563                          STATION DESCRIPTION
 SY3563
 SY3563'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (DMA)
 SY3563'THE MONUMENT OF STATION COMMUNITY WAS DISTURBED AND A PARTY WAS SENT
 SY3563'OUT TO REPLACE IT BY DISTANCES AND ANGLES FROM THE REFERENCE MARKS.
 SY3563'THEY SET UP ON ONE REFERENCE MARK AND TURNED OFF THE DIRECTION TO
 SY3563'THE STATION AND MEASURED OFF THE DISTANCE.  BUT THEY MEASURED THE
 SY3563'DISTANCE WRONG BY ABOUT 1 FOOT DUE TO AN ERROR IN READING THE TAPE.
 SY3563'THAT IS HOW THE ECCENTRIC DISTANCE WAS OBTAINED.  THEN A REDUCTION
 SY3563'TO CENTER WAS MADE AS THOUGH THE ORIGINAL POSITION (WHICH WAS THE
 SY3563'ONLY ONE OCCUPIED) WAS THE ECCENTRIC STATION.
 SY3563
 SY3563                          STATION RECOVERY (1943)
 SY3563
 SY3563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY3563'DESCRIPTION OF COMMUNITY IS INADEQUATE AND INACCURATE.
 SY3563'
 SY3563'THIS STATION WAS RESET BY KING COUNTY AERIAL SURVEY, AND IN
 SY3563'SETTING, IT WAS PLACED ABOUT ONE FOOT FARTHER FROM REFERENCE MARK
 SY3563'THAN BEFORE.  THE NEW POINT WAS CALLED COMMUNITY ECC.  THE NEW
 SY3563'POINT MEASURES 129.635 FEET TO REFERENCE MARK AGAINST THE ORIGINAL
 SY3563'DISTANCE OF 128.6 FEET.  IT WAS RESET ON THE SAME AZIMUTH FROM THE
 SY3563'REFERENCE MARK, HOWEVER.
 SY3563'
 SY3563'THE ORIGINAL STATION IS 0.3566 METERS (1.187 FEET) FROM COMMUNITY
 SY3563'ECC. ON GEODETIC AZIMUTH 339 DEG 21 MIN.
 SY3563'
 SY3563'STATION IS IN SE 1/4 SW 1/4 SEC. 6, T. 24, R. 6, ON THE LOW POINT
 SY3563'ON E SIDE OF LAKE SAMMAMISH, 2-1/2 MILES FROM SE CORNER OF LAKE.
 SY3563'THE POINT IS WOODED.  THE STATION IS NEAR THE MIDDLE OF THE GRAVEL
 SY3563'BEACH AT THE MOST W PROJECTION OF THE POINT, 8.4 METERS FROM WATER
 SY3563'LINE AT W POINT, AT THE PRESENT LAKE LEVEL, 5 METERS W FROM HIGH
 SY3563'WATER MARK, AND 18.4 METERS FROM THE NW POINT OF BUSHES.  IT IS
 SY3563'14.7 METERS N. 86 DEG W. (TRUE) FROM A 26-INCH FIR TREE WHICH IS THE
 SY3563'LARGEST TREE IN THE VICINITY (CALLED A 2-INCH TREE IN ORIGINAL
 SY3563'DESCRIPTION INSTEAD OF 2-FOOT).
 SY3563'
 SY3563'STATION MARK IS A BRONZE STATION DISK SET IN A SMALL BOULDER FLUSH
 SY3563'WITH BEACH.
 SY3563'
 SY3563'REFERENCE MARK IS A KING COUNTY DISK SET IN A BOULDER 6 INCHES ABOVE
 SY3563'GRAVEL, ABOUT THE MIDDLE OF THE BEACH, 39.513 METERS S. 20 DEG E.
 SY3563'(TRUE) FROM STATION.  SOME SMALL ALDERS AND COTTONWOODS ARE GROWING
 SY3563'UP IN BEACH BETWEEN REFERENCE MARK AND WATER.
 SY3563
 SY3563                          STATION RECOVERY (1963)
 SY3563
 SY3563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3563'THE STATION MARK WAS RECOVERED BUT THE REFERENCE MARK WAS NOT FOUND.
 SY3563'
 SY3563'THE MARK WAS FOUND 1 FOOT BELOW THE GRAVEL OF THE BEACH, SET IN
 SY3563'WHAT LOOKED LIKE, FROM THE TOP, A 4 OR 5 INCH SQUARE PRECAST
 SY3563'CONCRETE POST, IT IS A KING COUNTY SURVEY DISK.  THE MARK IS 47
 SY3563'FEET, SLOPE, WEST OF THE WEST SIDE OF THE LARGE BLAZE ON THE SOUTH
 SY3563'SIDE OF A 4-FOOT FIR TREE WHICH IS THE LARGEST TREE IN THE VICINITY
 SY3563'AND THE ONE MENTIONED IN PREVIOUS DESCRIPTIONS, 52 FEET SOUTHWEST OF
 SY3563'THE CENTER ONE OF THREE TREES GROWING OUT OF ONE STUMP ON THE
 SY3563'NORTHWESTERLY EDGE OF THE POINT, IN THE APPROXIMATE CENTER OF THE
 SY3563'GRAVEL BEACH, 9 YARDS SOUTHEAST OF THE END OF THE POINT AND 5
 SY3563'YARDS WEST OF THE HIGH WATER LINE.  A METAL WITNESS POST WAS SET
 SY3563'15.2 FEET DUE EAST OF THE MARK.  A 4-INCH BOARD ABOUT 1 FOOT LONG
 SY3563'WAS LAID OVER THE MARK TO MAKE IT EASIER TO FIND WHEN PROBING.
 SY3563'
 SY3563'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 10 AND 10TH AVENUE N. IN
 SY3563'ISSAQUAH BY GOING NORTH ON THE ROAD AROUND THE EAST SIDE OF LAKE
 SY3563'SAMMAMISH FOR 4.4 MILES TO A Y, TAKE THE LEFT FORK (OLD ELK SAMMAMISH
 SY3563'BVD) FOR 0.3 MILES TO MR. F. D. SUTTERS RESIDENCE ON THE LEFT (BOX
 SY3563'NO. 2065).  STATION IS ON THE POINT ABOUT 0.1 MILE WEST OF MR.
 SY3563'SUTTERS RESIDENCE.  AT PRESENT, A TRACK ROAD LEADS DOWN TO THE BEACH
 SY3563'FROM A FEW HUNDRED FEET NORTH OF MR. SUTTERS MAILBOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0435 ***********************************************************************
 TR0435  DESIGNATION -  COMPASS ROSE
 TR0435  PID         -  TR0435
 TR0435  STATE/COUNTY-  WA/ISLAND
 TR0435  USGS QUAD   -  OAK HARBOR (1973)
 TR0435
 TR0435                         *CURRENT SURVEY CONTROL
 TR0435  ___________________________________________________________________
 TR0435* NAD 83(1986)-  48 17 20.     (N)    122 37 39.     (W)     SCALED    
 TR0435* NAVD 88     -         4.944  (meters)      16.22   (feet)  ADJUSTED  
 TR0435  ___________________________________________________________________
 TR0435  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 TR0435  DYNAMIC HT  -           4.945 (meters)      16.22  (feet)  COMP
 TR0435  MODELED GRAV-     980,840.5   (mgal)                       NAVD 88
 TR0435
 TR0435  VERT ORDER  -  FIRST     CLASS II
 TR0435
 TR0435.This mark is at Oak Harbor Air Park  (76S)
 TR0435
 TR0435.The horizontal coordinates were scaled from a topographic map and have
 TR0435.an estimated accuracy of +/- 6 seconds.
 TR0435
 TR0435.The orthometric height was determined by differential leveling
 TR0435.and adjusted by the National Geodetic Survey in June 1991..
 TR0435
 TR0435.The geoid height was determined by GEOID03.
 TR0435
 TR0435.The dynamic height is computed by dividing the NAVD 88
 TR0435.geopotential number by the normal gravity value computed on the
 TR0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0435.degrees latitude (g = 980.6199 gals.).
 TR0435
 TR0435.The modeled gravity was interpolated from observed gravity values.
 TR0435
 TR0435;                    North         East    Units  Estimated Accuracy
 TR0435;SPC WA N     -   144,850.      366,880.      MT  (+/- 180 meters Scaled)
 TR0435
 TR0435                          SUPERSEDED SURVEY CONTROL
 TR0435
 TR0435  NGVD 29 (??/??/92)    3.800  (m)           12.47   (f) ADJ UNCH    1 2
 TR0435
 TR0435.Superseded values are not recommended for survey control.
 TR0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0435.See file dsdata.txt to determine how the superseded data were derived.
 TR0435
 TR0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU276484(NAD 83)
 TR0435_MARKER: Z = SEE DESCRIPTION
 TR0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0435+STABILITY: SURFACE MOTION
 TR0435
 TR0435  HISTORY     - Date     Condition        Report By
 TR0435  HISTORY     - UNK      MONUMENTED       DOD
 TR0435  HISTORY     - 1952     GOOD             NGS
 TR0435
 TR0435                          STATION DESCRIPTION
 TR0435
 TR0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0435'1.1 MI E FROM OAK HARBOR.
 TR0435'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0435'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0435'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.15 MILE
 TR0435'NORTHEAST ALONG TORPEDO ROAD, IN THE APPROXIMATE CENTER OF THE NORTH
 TR0435'END OF THE SEAPLANE CONCRETE APRON, IN THE CENTER OF THE COMPASS ROSE,
 TR0435'365 FEET NORTH OF THE CENTER OF THE NORTH ENTRANCE TO HANGAR NO. 17,
 TR0435'221 FEET SOUTHEAST OF THE CENTER LINE OF TORPEDO ROAD, 0.2 FOOT BELOW
 TR0435'THE SURFACE OF THE APRON AND SET IN THE TOP OF A CONCRETE POST. THIS
 TR0435'POINT IS MARKED BY THE YELLOW PAINTED LETTERS AND NUMBERS BM 18
 TR0435'118.846.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1391 ***********************************************************************
 TR1391  DESIGNATION -  COMPASS ROSE
 TR1391  PID         -  TR1391
 TR1391  STATE/COUNTY-  WA/ISLAND
 TR1391  USGS QUAD   -  OAK HARBOR (1973)
 TR1391
 TR1391                         *CURRENT SURVEY CONTROL
 TR1391  ___________________________________________________________________
 TR1391* NAD 83(1991)-  48 20 47.36264(N)    122 39 44.32720(W)     ADJUSTED  
 TR1391* NAVD 88     -         5.7    (meters)      19.     (feet)  VERTCON   
 TR1391  ___________________________________________________________________
 TR1391  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 TR1391  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR1391
 TR1391  HORZ ORDER  -  THIRD
 TR1391
 TR1391.The horizontal coordinates were established by classical geodetic methods
 TR1391.and adjusted by the National Geodetic Survey in December 1991..
 TR1391
 TR1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1391
 TR1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1391
 TR1391.The geoid height was determined by GEOID03.
 TR1391
 TR1391;                    North         East     Units Scale Factor Converg.
 TR1391;SPC WA N     -   151,318.157   364,447.700   MT  0.99995020   -1 21 42.2
 TR1391;SPC WA N     -   496,449.65  1,195,692.16   sFT  0.99995020   -1 21 42.2
 TR1391;UTM  10      - 5,354,867.365   525,020.769   MT  0.99960769   +0 15 08.3
 TR1391
 TR1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1391!SPC WA N     -   1.00000259  x   0.99995020  =   0.99995279
 TR1391!UTM  10      -   1.00000259  x   0.99960769  =   0.99961028
 TR1391
 TR1391|---------------------------------------------------------------------|
 TR1391| PID    Reference Object                     Distance      Geod. Az  |
 TR1391|                                                           dddmmss.s |
 TR1391| TR0391 BORE                                370.838 METERS 02747     |
 TR1391| CF8263 NORTH MARKER                         17.673 METERS 35958     |
 TR1391|---------------------------------------------------------------------|
 TR1391
 TR1391                          SUPERSEDED SURVEY CONTROL
 TR1391
 TR1391  NAD 83(1986)-  48 20 47.36443(N)    122 39 44.33140(W) AD(       ) 3
 TR1391  NAD 27      -  48 20 48.00029(N)    122 39 39.70428(W) AD(       ) 3
 TR1391  NGVD 29 (03/28/90)    4.5    (m)           15.     (f) VERT ANG       
 TR1391
 TR1391.Superseded values are not recommended for survey control.
 TR1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1391.See file dsdata.txt to determine how the superseded data were derived.
 TR1391
 TR1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2502154867(NAD 83)
 TR1391_MARKER: R = RIVET
 TR1391_SETTING: 0 = UNSPECIFIED SETTING
 TR1391_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1391
 TR1391  HISTORY     - Date     Condition        Report By
 TR1391  HISTORY     - 1974     MONUMENTED       NGS
 TR1391  HISTORY     - 1984     GOOD             NOS
 TR1391  HISTORY     - 1988     GOOD             USPSQD
 TR1391
 TR1391                          STATION DESCRIPTION
 TR1391
 TR1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TR1391'THE STATION IS AT THE WHIDBEY ISLAND NAVAL AIR STATION, ABOUT 3
 TR1391'MILES NORTH OF OAK HARBOR, 0.5 MILE EAST OF THE CONTROL TOWER AND
 TR1391'HANGER 5, 700 FEET EAST OF TAXI WAY E, 400 FEET WEST OF TAXI WAY K,
 TR1391'AND 300 FEET NORTH-NORTHWEST OF TAXI WAY C.
 TR1391'
 TR1391'THE STATION MARK IS A 1/4-INCH DIAMETER BRASS PLUG IN THE CENTER
 TR1391'OF A 6-FOOT DIAMETER ALUMINUM PLATE WITH DEGREE MARKS AROUND THE
 TR1391'PERIMETER, LOCATED AT THE CENTER OF THE COMPASS ROSE ON WHIDBEY
 TR1391'ISLAND NAVAL AIR STATION.
 TR1391'
 TR1391'PERMISSION MUST BE OBTAINED FROM THE AIR TERMINAL AND AN ESCORT
 TR1391'ASSIGNED TO DRIVE TO THIS STATION.
 TR1391'
 TR1391'NORTH MARKER IS A 1/2-INCH DIAMETER BRONZE MARKER WITH A PUNCH
 TR1391'MARK IN THE CENTER, (AND A PUNCH MARK ON THE EAST EDGE OF THE PLUG,
 TR1391'CENTER MARK WAS USED FOR THE POINT).  A 6-INCH DIAMETER CIRCLE
 TR1391'AROUND THE PLUG IS PAINTED GOLD AND THE 1/2-INCH PLUG IS IN THE
 TR1391'CENTER OF A 6-INCH BRASS RING.
 TR1391
 TR1391                          STATION RECOVERY (1984)
 TR1391
 TR1391'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR1391'THE STATION, A SMALL BRASS PIN (PLUG) IN THE CENTER OF A 6-FOOT
 TR1391'IN DIAMETER METAL PLATE WAS RECOVERED AS DESCRIBED.
 TR1391'
 TR1391'COMPASS ROSE N PT IS THE SAME OBJECT AS DESCRIBED IN THE
 TR1391'DESCRIPTION FOR COMPASS ROSE 1974 AS NORTH MARKER. A POSITION WAS
 TR1391'DETERMINED FOR THE N PT.
 TR1391
 TR1391                          STATION RECOVERY (1988)
 TR1391
 TR1391'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2679 ***********************************************************************
 TR2679  DESIGNATION -  COMPASS ROSE N PT
 TR2679  PID         -  TR2679
 TR2679  STATE/COUNTY-  WA/ISLAND
 TR2679  USGS QUAD   -  OAK HARBOR (1973)
 TR2679
 TR2679                         *CURRENT SURVEY CONTROL
 TR2679  ___________________________________________________________________
 TR2679* NAD 83(1991)-  48 20 47.93477(N)    122 39 44.32763(W)     ADJUSTED  
 TR2679* NAVD 88     -         5.5    (meters)      18.     (feet)  VERTCON   
 TR2679  ___________________________________________________________________
 TR2679  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 TR2679  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR2679
 TR2679  HORZ ORDER  -  THIRD
 TR2679
 TR2679.The horizontal coordinates were established by classical geodetic methods
 TR2679.and adjusted by the National Geodetic Survey in December 1991..
 TR2679
 TR2679.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2679
 TR2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2679
 TR2679.The geoid height was determined by GEOID03.
 TR2679
 TR2679;                    North         East     Units Scale Factor Converg.
 TR2679;SPC WA N     -   151,335.824   364,448.111   MT  0.99995021   -1 21 42.2
 TR2679;SPC WA N     -   496,507.62  1,195,693.51   sFT  0.99995021   -1 21 42.2
 TR2679;UTM  10      - 5,354,885.030   525,020.683   MT  0.99960769   +0 15 08.3
 TR2679
 TR2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2679!SPC WA N     -   1.00000262  x   0.99995021  =   0.99995283
 TR2679!UTM  10      -   1.00000262  x   0.99960769  =   0.99961031
 TR2679
 TR2679                          SUPERSEDED SURVEY CONTROL
 TR2679
 TR2679  NAD 83(1986)-  48 20 47.93655(N)    122 39 44.33183(W) AD(       ) 3
 TR2679  NGVD 29 (03/28/90)    4.3    (m)           14.     (f) VERT ANG       
 TR2679
 TR2679.Superseded values are not recommended for survey control.
 TR2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2679.See file dsdata.txt to determine how the superseded data were derived.
 TR2679
 TR2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2502154885(NAD 83)
 TR2679_MARKER: B = BOLT
 TR2679_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TR2679+WITH SETTING: PAVEMENT
 TR2679_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2679+STABILITY: SURFACE MOTION
 TR2679
 TR2679  HISTORY     - Date     Condition        Report By
 TR2679  HISTORY     - 1984     MONUMENTED       NOS
 TR2679
 TR2679                          STATION DESCRIPTION
 TR2679
 TR2679'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR2679'THE STATION IS LOCATED AT THE WHIDBEY ISLAND NAVAL AIR STATION
 TR2679'(AULT FIELD), ABOUT 1/2 MILE EAST OF THE CONTROL TOWER AND AT THE
 TR2679'NORTH EDGE OF A LARGE CIRCULAR CONCRETE PAD THAT IS AN AIRCRAFT
 TR2679'COMPASS ROSE. IT IS THE SAME POINT AS DESCRIBED AS THE NORTH
 TR2679'MARKER IN THE DESCRIPTION FOR STATION COMPASS ROSE 1974.
 TR2679'
 TR2679'THE STATION IS A 1/2 INCH BRASS PLUG IN THE CENTER OF A 6-INCH
 TR2679'RING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1165 ***********************************************************************
 SY1165  DESIGNATION -  COMPUTER BLDG
 SY1165  PID         -  SY1165
 SY1165  STATE/COUNTY-  WA/JEFFERSON
 SY1165  USGS QUAD   -  QUILCENE (1953)
 SY1165
 SY1165                         *CURRENT SURVEY CONTROL
 SY1165  ___________________________________________________________________
 SY1165* NAD 83(1991)-  47 45 35.61637(N)    122 51 01.92424(W)     ADJUSTED  
 SY1165* NAVD 88     -        21.572  (meters)      70.77   (feet)  ADJUSTED  
 SY1165  ___________________________________________________________________
 SY1165  LAPLACE CORR-         -25.02  (seconds)                    DEFLEC99
 SY1165  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SY1165  DYNAMIC HT  -          21.577 (meters)      70.79  (feet)  COMP
 SY1165  MODELED GRAV-     980,839.8   (mgal)                       NAVD 88
 SY1165
 SY1165  HORZ ORDER  -  SECOND
 SY1165  VERT ORDER  -  FIRST     CLASS I
 SY1165
 SY1165.The horizontal coordinates were established by classical geodetic methods
 SY1165.and adjusted by the National Geodetic Survey in December 1991..
 SY1165
 SY1165.The orthometric height was determined by differential leveling
 SY1165.and adjusted by the National Geodetic Survey in June 1991..
 SY1165
 SY1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1165
 SY1165.The geoid height was determined by GEOID03.
 SY1165
 SY1165.The dynamic height is computed by dividing the NAVD 88
 SY1165.geopotential number by the normal gravity value computed on the
 SY1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1165.degrees latitude (g = 980.6199 gals.).
 SY1165
 SY1165.The modeled gravity was interpolated from observed gravity values.
 SY1165
 SY1165;                    North         East     Units Scale Factor Converg.
 SY1165;SPC WA N     -    86,468.169   348,791.589   MT  0.99996167   -1 30 06.7
 SY1165;SPC WA N     -   283,687.65  1,144,327.07   sFT  0.99996167   -1 30 06.7
 SY1165;UTM  10      - 5,289,624.754   511,201.089   MT  0.99960154   +0 06 38.4
 SY1165
 SY1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1165!SPC WA N     -   0.99999999  x   0.99996167  =   0.99996166
 SY1165!UTM  10      -   0.99999999  x   0.99960154  =   0.99960153
 SY1165
 SY1165|---------------------------------------------------------------------|
 SY1165| PID    Reference Object                     Distance      Geod. Az  |
 SY1165|                                                           dddmmss.s |
 SY1165| CF7311 COMPUTER BLDG RM 2                    7.792 METERS 00031     |
 SY1165| SY5569 WHITNEY 2 USN 1963                    6.671 METERS 00447     |
 SY1165| SY1096 TONGUE 2                            APPROX. 4.4 KM 0695240.7 |
 SY1165| SY5481 TABOOK POINT LIGHT                  APPROX. 3.3 KM 1161816.0 |
 SY1165| SY5564 NORTH CAMERA BLDG USN 1961           43.253 METERS 17135     |
 SY1165| CF7310 COMPUTER BLDG RM 1                    6.058 METERS 21432     |
 SY1165|---------------------------------------------------------------------|
 SY1165
 SY1165                          SUPERSEDED SURVEY CONTROL
 SY1165
 SY1165  NAD 83(1986)-  47 45 35.61333(N)    122 51 01.93121(W) AD(       ) 2
 SY1165  NAD 27      -  47 45 36.28070(N)    122 50 57.37070(W) AD(       ) 2
 SY1165  NGVD 29 (??/??/??)   20.480  (m)           67.19   (f) ADJUSTED    1 1
 SY1165
 SY1165.Superseded values are not recommended for survey control.
 SY1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1165.See file dsdata.txt to determine how the superseded data were derived.
 SY1165
 SY1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1120189625(NAD 83)
 SY1165_MARKER: DS = TRIANGULATION STATION DISK
 SY1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1165+STABILITY: SURFACE MOTION
 SY1165
 SY1165  HISTORY     - Date     Condition        Report By
 SY1165  HISTORY     - 1961     MONUMENTED       USN
 SY1165  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY1165  HISTORY     - 1965     GOOD             CGS
 SY1165  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY1165  HISTORY     - 1974     GOOD             NGS
 SY1165
 SY1165                          STATION DESCRIPTION
 SY1165
 SY1165'DESCRIBED BY US NAVY 1961 (MEW)
 SY1165'THE STATION IS 4.5 MILES SOUTH SOUTHEAST OF QUILCENE ON THE WEST
 SY1165'SIDE OF DABOB BAY AT WHITNEY POINT NAVY COMPUTER STATION.
 SY1165'
 SY1165'TO REACH THE STATION FROM THE POST OFFICE IN QUILCENE GO SOUTH ON
 SY1165'U.S. HIGHWAY 161 FOR 8.6 MILES TO JACKSON COVE ROAD AND JACKSON COVE
 SY1165'TRAILER PARK ON LEFT.  TURN LEFT, NORTHERLY, ON WINDING ROAD 1.6
 SY1165'MILES TO FORK AND SIGN WASHINGTON STATE SHELLFISH LABORATORY.  TAKE
 SY1165'RIGHT FORK, NORTHERLY, FOR 1.0 MILE TO SIDE ROAD ON RIGHT.  TURN
 SY1165'RIGHT INTO NAVY COMPUTER STATION.  THE STATION MARK IS ON THE EAST
 SY1165'SIDE OF THE COMPUTER BUILDING ABOUT MIDWAY ALONG THE LONG LEG OF THE
 SY1165'ELL SHAPE OF THAT SIDE OF THE BUILDING OPPOSITE THE COMPUTER ROOM
 SY1165'AND ABOUT 10 FEET FROM THE BUILDING AND ABOUT 12 FEET FROM THE BLUFF
 SY1165'LINE.
 SY1165'
 SY1165'THE STATION MARK WAS ESTABLISHED BY PERSONNEL OF THE NAVAL TORPEDO
 SY1165'STATION, KEYPORT, AND IS A 2 INCH BRASS DISK, NOT STAMPED, SET IN
 SY1165'CONCRETE AND ABOUT 4 INCHES BELOW GROUND LEVEL.
 SY1165'
 SY1165'REFERENCE MARK 1 IS A SCREW IN THE SOUTHWEST CORNER OF THE FOUNDATION
 SY1165'OF THE BUILDING ON THE SHORT LEG OF THE ELL, FORMED BY THE KITCHEN
 SY1165'AREA AND THE COMPUTER ROOM.
 SY1165'
 SY1165'REFERENCE MARK 2 IS A SCREW IN THE NORTHEAST CORNER OF THE FOUNDATION
 SY1165'OF THE BUILDING ON THE LONG LEG OF THE ELL FORMED BY THE KITCHEN
 SY1165'AREA AND THE COMPUTER ROOM.
 SY1165
 SY1165                          STATION RECOVERY (1963)
 SY1165
 SY1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY1165'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 SY1165'BY M.E.W. IN 1961.
 SY1165
 SY1165                          STATION RECOVERY (1965)
 SY1165
 SY1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY1165'10.75 MI S FROM QUILCENE.
 SY1165'8.35 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM QUILCENE HIGH SCHOOL AT
 SY1165'QUILCENE, THENCE 2.4 MILES NORTHEAST ALONG A PAVED ROAD TO STATE
 SY1165'SHELLFISH LABORATORY AT WHITNEY POINT, 0.15 MILE SOUTHEAST OF THE
 SY1165'LABORATORY, ABOUT 80 YARDS NORTHEAST OF THE CENTER LINE OF THE ROAD,
 SY1165'IN A LAWN ON THE BAY SIDE OF A BUILDING, 25.57 FEET NORTH OF R.M. 1,
 SY1165'19.88 FEET SOUTHEAST OF R.M. 2, 10.9 FEET EAST OF THE EAST WALL OF
 SY1165'COMPUTER ROOM, 11.8 FEET SOUTHWEST OF A PIPE GUARDRAIL, 9.4 FEET
 SY1165'NORTHWEST OF THE NORTHEAST CORNER OF A SIDEWALK, 6.7 FEET SOUTHWEST OF
 SY1165'THE SOUTHWEST EDGE OF A STEEL GRATE COVERING CABLES, AND SET IN THE
 SY1165'TOP OF A CONCRETE POST 0.4 FOOT UNDER GROUND.
 SY1165
 SY1165                          STATION RECOVERY (1974)
 SY1165
 SY1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 SY1165'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY1165'
 SY1165'NOTE--RM 1 AND RM 2 WAS NOT LEVELED TO, THE SCREWS USED AS MARKS WERE
 SY1165'FOUND TO BE LOOSE AND UNFIT FOR LEVELING.
 SY1165'
 SY1165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4.5 MILES SOUTH
 SY1165'SOUTHEAST OF QUILCENE.
 SY1165
 SY1165                          STATION RECOVERY (1974)
 SY1165
 SY1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1167 ***********************************************************************
 SY1167  DESIGNATION -  COMPUTER BLDG RM 1 USN
 SY1167  PID         -  SY1167
 SY1167  STATE/COUNTY-  WA/JEFFERSON
 SY1167  USGS QUAD   -  QUILCENE (1953)
 SY1167
 SY1167                         *CURRENT SURVEY CONTROL
 SY1167  ___________________________________________________________________
 SY1167* NAD 83(1986)-  47 45 34.     (N)    122 51 01.     (W)     SCALED    
 SY1167* NAVD 88     -        21.828  (meters)      71.61   (feet)  ADJUSTED  
 SY1167  ___________________________________________________________________
 SY1167  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SY1167  DYNAMIC HT  -          21.833 (meters)      71.63  (feet)  COMP
 SY1167  MODELED GRAV-     980,840.2   (mgal)                       NAVD 88
 SY1167
 SY1167  VERT ORDER  -  FIRST     CLASS II
 SY1167
 SY1167.The horizontal coordinates were scaled from a topographic map and have
 SY1167.an estimated accuracy of +/- 6 seconds.
 SY1167
 SY1167.The orthometric height was determined by differential leveling
 SY1167.and adjusted by the National Geodetic Survey in June 1991..
 SY1167
 SY1167.The geoid height was determined by GEOID03.
 SY1167
 SY1167.The dynamic height is computed by dividing the NAVD 88
 SY1167.geopotential number by the normal gravity value computed on the
 SY1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1167.degrees latitude (g = 980.6199 gals.).
 SY1167
 SY1167.The modeled gravity was interpolated from observed gravity values.
 SY1167
 SY1167;                    North         East    Units  Estimated Accuracy
 SY1167;SPC WA N     -    86,420.      348,810.      MT  (+/- 180 meters Scaled)
 SY1167
 SY1167                          SUPERSEDED SURVEY CONTROL
 SY1167
 SY1167  NGVD 29 (??/??/??)   20.737  (m)           68.03   (f) ADJUSTED    1 2
 SY1167
 SY1167.Superseded values are not recommended for survey control.
 SY1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1167.See file dsdata.txt to determine how the superseded data were derived.
 SY1167
 SY1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET112895(NAD 83)
 SY1167_MARKER: DR = REFERENCE MARK DISK
 SY1167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1167_SP_SET: FOUNDATION
 SY1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1167
 SY1167  HISTORY     - Date     Condition        Report By
 SY1167  HISTORY     - UNK      MONUMENTED       DOD
 SY1167  HISTORY     - 1965     GOOD             CGS
 SY1167  HISTORY     - 1974     POOR             NGS
 SY1167
 SY1167                          STATION DESCRIPTION
 SY1167
 SY1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1167'10.75 MI S FROM QUILCENE.
 SY1167'8.35 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM QUILCENE HIGH SCHOOL AT
 SY1167'QUILCENE, THENCE 2.4 MILES NORTHEAST ALONG A PAVED ROAD TO STATE
 SY1167'SHELLFISH LABORATORY AT WHITNEY, AT THE NAVAL TORPEDO STATION COMPUTER
 SY1167'BUILDING, A SCREW IN THE METAL COVERING FOUNDATION OF THE BUILDING, AT
 SY1167'THE NORTHEAST CORNER OF THE KITCHEN, 43.5 FEET SOUTHEAST OF R.M. 2,
 SY1167'25.57 FEET SOUTH OF THE STATION, 8.4 FEET EAST OF THE EAST EDGE OF THE
 SY1167'KITCHEN DOOR, AND ABOUT 1/2 FOOT HIGHER THAN THE LAWN.
 SY1167
 SY1167                          STATION RECOVERY (1974)
 SY1167
 SY1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1167'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1166 ***********************************************************************
 SY1166  DESIGNATION -  COMPUTER BLDG RM 2 USN
 SY1166  PID         -  SY1166
 SY1166  STATE/COUNTY-  WA/JEFFERSON
 SY1166  USGS QUAD   -  QUILCENE (1953)
 SY1166
 SY1166                         *CURRENT SURVEY CONTROL
 SY1166  ___________________________________________________________________
 SY1166* NAD 83(1986)-  47 45 33.     (N)    122 51 01.     (W)     SCALED    
 SY1166* NAVD 88     -        21.833  (meters)      71.63   (feet)  ADJUSTED  
 SY1166  ___________________________________________________________________
 SY1166  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SY1166  DYNAMIC HT  -          21.838 (meters)      71.65  (feet)  COMP
 SY1166  MODELED GRAV-     980,840.2   (mgal)                       NAVD 88
 SY1166
 SY1166  VERT ORDER  -  FIRST     CLASS II
 SY1166
 SY1166.The horizontal coordinates were scaled from a topographic map and have
 SY1166.an estimated accuracy of +/- 6 seconds.
 SY1166
 SY1166.The orthometric height was determined by differential leveling
 SY1166.and adjusted by the National Geodetic Survey in June 1991..
 SY1166
 SY1166.The geoid height was determined by GEOID03.
 SY1166
 SY1166.The dynamic height is computed by dividing the NAVD 88
 SY1166.geopotential number by the normal gravity value computed on the
 SY1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1166.degrees latitude (g = 980.6199 gals.).
 SY1166
 SY1166.The modeled gravity was interpolated from observed gravity values.
 SY1166
 SY1166;                    North         East    Units  Estimated Accuracy
 SY1166;SPC WA N     -    86,390.      348,810.      MT  (+/- 180 meters Scaled)
 SY1166
 SY1166                          SUPERSEDED SURVEY CONTROL
 SY1166
 SY1166  NGVD 29 (??/??/??)   20.742  (m)           68.05   (f) ADJUSTED    1 2
 SY1166
 SY1166.Superseded values are not recommended for survey control.
 SY1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1166.See file dsdata.txt to determine how the superseded data were derived.
 SY1166
 SY1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET112895(NAD 83)
 SY1166_MARKER: DR = REFERENCE MARK DISK
 SY1166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1166_SP_SET: FOUNDATION
 SY1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1166
 SY1166  HISTORY     - Date     Condition        Report By
 SY1166  HISTORY     - UNK      MONUMENTED       DOD
 SY1166  HISTORY     - 1965     GOOD             CGS
 SY1166  HISTORY     - 1974     POOR             NGS
 SY1166
 SY1166                          STATION DESCRIPTION
 SY1166
 SY1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1166'10.75 MI S FROM QUILCENE.
 SY1166'8.35 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM QUILCENE HIGH SCHOOL AT
 SY1166'QUILCENE, THENCE 2.4 MILES NORTHEAST ALONG A ROAD TO STATE SHELLFISH
 SY1166'LABORATORY AT WHITNEY, A SCREW IN THE METAL COVERING THE FOUNDATION AT
 SY1166'THE NORTHEAST CORNER OF THE COMPUTER ROOM, 43.5 FEET NORTHWEST OF R.M.
 SY1166'1, 19.88 FEET NORTHWEST OF THE STATION.
 SY1166
 SY1166                          STATION RECOVERY (1974)
 SY1166
 SY1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1166'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1981 ***********************************************************************
 TR1981  DESIGNATION -  CON
 TR1981  PID         -  TR1981
 TR1981  STATE/COUNTY-  WA/WHATCOM
 TR1981  USGS QUAD   -  LUMMI ISLAND (1994)
 TR1981
 TR1981                         *CURRENT SURVEY CONTROL
 TR1981  ___________________________________________________________________
 TR1981* NAD 83(1991)-  48 42 49.18774(N)    122 41 57.44160(W)     ADJUSTED  
 TR1981* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 TR1981  ___________________________________________________________________
 TR1981  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 TR1981  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 TR1981
 TR1981  HORZ ORDER  -  THIRD
 TR1981
 TR1981.The horizontal coordinates were established by classical geodetic methods
 TR1981.and adjusted by the National Geodetic Survey in December 1991..
 TR1981
 TR1981.The orthometric height was scaled from a topographic map.
 TR1981
 TR1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1981
 TR1981.The geoid height was determined by GEOID03.
 TR1981
 TR1981;                    North         East     Units Scale Factor Converg.
 TR1981;SPC WA N     -   192,200.651   362,697.661   MT  0.99999636   -1 23 21.3
 TR1981;SPC WA N     -   630,578.30  1,189,950.58   sFT  0.99999636   -1 23 21.3
 TR1981;UTM  10      - 5,395,669.498   522,120.529   MT  0.99960601   +0 13 33.5
 TR1981
 TR1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1981!SPC WA N     -   0.99999791  x   0.99999636  =   0.99999427
 TR1981!UTM  10      -   0.99999791  x   0.99960601  =   0.99960392
 TR1981
 TR1981|---------------------------------------------------------------------|
 TR1981| PID    Reference Object                     Distance      Geod. Az  |
 TR1981|                                                           dddmmss.s |
 TR1981| CF7696 CON RM 2                             17.434 METERS 05156     |
 TR1981| TR2005 MOUNT CONSTITUTION LOT              APPROX.10.5 KM 2473241.7 |
 TR1981| CF7695 CON RM 1                             13.160 METERS 27819     |
 TR1981| TR1980 VILLAGE POINT CHIMNEY               APPROX. 1.4 KM 2881340.1 |
 TR1981|---------------------------------------------------------------------|
 TR1981
 TR1981                          SUPERSEDED SURVEY CONTROL
 TR1981
 TR1981  NAD 83(1986)-  48 42 49.18840(N)    122 41 57.44397(W) AD(       ) 3
 TR1981  NAD 27      -  48 42 49.81000(N)    122 41 52.81800(W) AD(       ) 3
 TR1981
 TR1981.Superseded values are not recommended for survey control.
 TR1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1981.See file dsdata.txt to determine how the superseded data were derived.
 TR1981
 TR1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2212195669(NAD 83)
 TR1981_MARKER: Z = SEE DESCRIPTION
 TR1981_SETTING: 0 = UNSPECIFIED SETTING
 TR1981
 TR1981  HISTORY     - Date     Condition        Report By
 TR1981  HISTORY     - 1941     MONUMENTED       CGS
 TR1981  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR1981  HISTORY     - 1962     SEE DESCRIPTION  WAWHI
 TR1981  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TR1981  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TR1981
 TR1981                          STATION DESCRIPTION
 TR1981
 TR1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (CP)
 TR1981'STATION IS ON A POINT OF LAND 3/4 MILE SE OF VILLAGE POINT ON
 TR1981'LUMMI ISLAND.  IT IS ON A ROUNDED, SMOOTH-SURFACED, BARE
 TR1981'PROJECTION OF BEDROCK 30 FEET ABOVE HIGH WATER 14 METERS FROM
 TR1981'BLUFF TO S.
 TR1981'
 TR1981'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 TR1981'OUTCROPPING BEDROCK.
 TR1981'
 TR1981'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN
 TR1981'BOULDERS.
 TR1981'
 TR1981'REFERENCE MARK NO.2 IS ON A PROMINENT ROCK 2 METERS ACROSS AND
 TR1981'4 FEET HIGH AND IS THE FIRST ROCK SEEN WHEN APPROACHING THE POINT.
 TR1981'
 TR1981'DISTANCE MEASURED FROM TELESCOPE TO REFERENCE MARK NO.2 IS 17.760
 TR1981'METERS.
 TR1981
 TR1981                          STATION RECOVERY (1950)
 TR1981
 TR1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1981'STATION WAS RECOVERED.  IT IS LOCATED ON LUMMI ISLAND, ON THE E
 TR1981'SIDE OR ROSARIO STRAIT, 2-3/4 MILES NE OF CLARK ISLAND, 3/4 MILE
 TR1981'SE OF VILLAGE POINT, ABOUT 150 METERS S OF HAWLEYS RESORT AREA,
 TR1981'ON THE ROCKY PROJECTING WHICH FORMS THE S SIDE OF A SMALL BAY,
 TR1981'ABOUT 30 FEET ABOVE THE WATER, 14 METERS N OF THE BLUFF ON THE S
 TR1981'SIDE OF THE POINT, ON A PROJECTION OF BEDROCK, ABOUT 2 METERS S
 TR1981'OF A TOPPED FIR, THE CENTER SHANK OF A STANDARD TRIANGULATION
 TR1981'DISK SET IN A DRILL HOLE.  THIS MARK WAS NOT REPLACED AS IT WAS
 TR1981'IMPOSSIBLE TO REMOVE THE OLD MARK.
 TR1981'
 TR1981'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK SET IN THE ORIGINAL
 TR1981'DRILL HOLE IN A LARGE GRANITE BOULDER AT THE BASE OF A LARGE FIR
 TR1981'TREE NE OF THE STATION.  IT IS STAMPED CON 1941 1950 NO 1.  THE
 TR1981'ORIGINAL DISK HAD BEEN REMOVED.
 TR1981'
 TR1981'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK SET IN THE ORIGINAL
 TR1981'DRILL HOLE IN A LARGE GRANITE BOULDER, 2 METERS ACROSS AND 4 FEET
 TR1981'HIGH, W OF THE STATION AND THE FIRST PROMINENT ROCK SEEN WHEN
 TR1981'APPROACHING THE POINT.  IT IS STAMPED CON 1941 1950 NO 2.  THIS
 TR1981'DISK HAD ALSO BEEN REMOVED.
 TR1981
 TR1981                          STATION RECOVERY (1962)
 TR1981
 TR1981'RECOVERY NOTE BY WALKER AND WHITEFORD INCORPORATED 1962
 TR1981'FOUND STATION MARK SHANK WITH PART OF TRIANGLE AND DRILL HOLE AT
 TR1981'STATION SITE.  COULD NOT FIND R.M. 2 OR DRILL HOLE.  FOUND R.M. 1
 TR1981'IN GOOD CONDITION.
 TR1981
 TR1981                          STATION RECOVERY (1972)
 TR1981
 TR1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GCS)
 TR1981'STATION WAS RECOVERED AS DESCRIBED BY WALKER AND WHITEFORD IN POOR
 TR1981'CONDITION.  THE STATION DISK HAS BEEN VANDALIZED, ONLY THE CENTER
 TR1981'POST OF THE MARK, INCLUDING THE TRIANGLE AND DRILL HOLE
 TR1981'REMAIN.  RM 1 FOUND IN GOOD CONDITION.
 TR1981
 TR1981                          STATION RECOVERY (1984)
 TR1981
 TR1981'RECOVERY NOTE BY US POWER SQUADRON 1984 (SG)
 TR1981'STATION NOT RECOVERED.
 TR1981'
 TR1981'RM 1 AND RM 2 LOCATED AS MARKED IN 1950, HAVE BOTH BEEN SOMEWHAT
 TR1981'DAMAGED BY VANDALS BUT STILL LEGIBLE.  COULD NOT LOCATE STATION
 TR1981'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2482 ***********************************************************************
 TR2482  DESIGNATION -  CON
 TR2482  PID         -  TR2482
 TR2482  STATE/COUNTY-  WA/CLALLAM
 TR2482  USGS QUAD   -  LAKE SUTHERLAND (1985)
 TR2482
 TR2482                         *CURRENT SURVEY CONTROL
 TR2482  ___________________________________________________________________
 TR2482* NAD 83(1991)-  48 03 20.55172(N)    123 44 26.93445(W)     ADJUSTED  
 TR2482* NAVD 88     -                                                        
 TR2482  ___________________________________________________________________
 TR2482  LAPLACE CORR-           8.28  (seconds)                    DEFLEC99
 TR2482  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 TR2482
 TR2482  HORZ ORDER  -  THIRD
 TR2482
 TR2482.The horizontal coordinates were established by classical geodetic methods
 TR2482.and adjusted by the National Geodetic Survey in December 1991..
 TR2482
 TR2482
 TR2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2482
 TR2482.The geoid height was determined by GEOID03.
 TR2482
 TR2482;                    North         East     Units Scale Factor Converg.
 TR2482;SPC WA N     -   121,469.485   283,325.783   MT  0.99994284   -2 09 52.8
 TR2482;SPC WA N     -   398,521.14    929,544.67   sFT  0.99994284   -2 09 52.8
 TR2482;UTM  10      - 5,322,757.503   444,798.205   MT  0.99963744   -0 33 03.7
 TR2482
 TR2482                          SUPERSEDED SURVEY CONTROL
 TR2482
 TR2482  NAD 83(1986)-  48 03 20.54924(N)    123 44 26.94106(W) AD(       ) 4
 TR2482  NAD 27      -  48 03 19.61000(N)    123 44 22.79000(W) AD(       ) 3
 TR2482
 TR2482.Superseded values are not recommended for survey control.
 TR2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2482.See file dsdata.txt to determine how the superseded data were derived.
 TR2482
 TR2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU4479822758(NAD 83)
 TR2482
 TR2482  HISTORY     - Date     Condition        Report By
 TR2482  HISTORY     - 1926     MONUMENTED       CGS
 TR2482
 TR2482                          STATION DESCRIPTION
 TR2482
 TR2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR2482'STATION IS THE CONSPICUOUS ROUNDED KNOB FORMING HIGH POINT OF
 TR2482'SUMMIT OF SKYLINE RIDGE DIRECTLY BACK OF CRESCENT BAY.  IT IS
 TR2482'THE HIGHEST AND MOST PROMINENT PEAK IN THE VICINITY WITH THE
 TR2482'EXCEPTION OF RIG (SEE DESCRIPTION BELOW) WHICH IS THREE MILES
 TR2482'TO THE E.  FROM W THE TOP IS DECIDEDLY ROUNDED.  FROM E IT HAS
 TR2482'A SHARPER OUTLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1212 ***********************************************************************
 SW1212  DESIGNATION -  CON
 SW1212  PID         -  SW1212
 SW1212  STATE/COUNTY-  WA/LINCOLN
 SW1212  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW1212
 SW1212                         *CURRENT SURVEY CONTROL
 SW1212  ___________________________________________________________________
 SW1212* NAD 83(1991)-  47 16 57.41442(N)    118 04 21.26689(W)     ADJUSTED  
 SW1212* NAVD 88     -       660.     (meters)    2165.     (feet)  SCALED    
 SW1212  ___________________________________________________________________
 SW1212  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 SW1212  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 SW1212
 SW1212  HORZ ORDER  -  SECOND
 SW1212
 SW1212.The horizontal coordinates were established by classical geodetic methods
 SW1212.and adjusted by the National Geodetic Survey in December 1991..
 SW1212
 SW1212.The orthometric height was scaled from a topographic map.
 SW1212
 SW1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1212
 SW1212.The geoid height was determined by GEOID03.
 SW1212
 SW1212;                    North         East     Units Scale Factor Converg.
 SW1212;SPC WA N     -    35,168.245   708,827.694   MT  1.00004763   +2 03 19.6
 SW1212;SPC WA N     -   115,381.15  2,325,545.53   sFT  1.00004763   +2 03 19.6
 SW1212;SPC WA S     -   219,496.905   683,613.491   MT  0.99998879   +1 45 47.8
 SW1212;SPC WA S     -   720,132.76  2,242,821.93   sFT  0.99998879   +1 45 47.8
 SW1212;UTM  11      - 5,237,128.707   418,888.278   MT  0.99968085   -0 47 17.1
 SW1212
 SW1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1212!SPC WA N     -   0.99989955  x   1.00004763  =   0.99994718
 SW1212!SPC WA S     -   0.99989955  x   0.99998879  =   0.99988835
 SW1212!UTM  11      -   0.99989955  x   0.99968085  =   0.99958044
 SW1212
 SW1212:                Primary Azimuth Mark                     Grid Az
 SW1212:SPC WA N     -  SPRAGUE BELL TEL MICROWAVE TWR           058 22 21.2
 SW1212:SPC WA S     -  SPRAGUE BELL TEL MICROWAVE TWR           058 39 53.0
 SW1212:UTM  11      -  SPRAGUE BELL TEL MICROWAVE TWR           061 12 57.9
 SW1212
 SW1212|---------------------------------------------------------------------|
 SW1212| PID    Reference Object                     Distance      Geod. Az  |
 SW1212|                                                           dddmmss.s |
 SW1212| SV1311 SPRAGUE BELL TEL MICROWAVE TWR      APPROX. 6.8 KM 0602540.8 |
 SW1212| CF1259 CON RM 1                            APPROX. 1.0 KM 1891041.5 |
 SW1212| SW1214 CON 1956 RM 3 1978                  APPROX. 2.2 KM 1932657.1 |
 SW1212| SW1215 CON 1956 RM 2 1978                  APPROX. 0.6 KM 2413749.2 |
 SW1212|---------------------------------------------------------------------|
 SW1212
 SW1212                          SUPERSEDED SURVEY CONTROL
 SW1212
 SW1212  NAD 83(1986)-  47 16 57.42681(N)    118 04 21.26063(W) AD(       ) 2
 SW1212  NAD 27      -  47 16 57.85900(N)    118 04 17.41300(W) AD(       ) 2
 SW1212
 SW1212.Superseded values are not recommended for survey control.
 SW1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1212.See file dsdata.txt to determine how the superseded data were derived.
 SW1212
 SW1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN1888837129(NAD 83)
 SW1212_MARKER: DS = TRIANGULATION STATION DISK
 SW1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1212
 SW1212  HISTORY     - Date     Condition        Report By
 SW1212  HISTORY     - 1956     MONUMENTED       CGS
 SW1212  HISTORY     - 1965     GOOD             CGS
 SW1212  HISTORY     - 1972     GOOD             NGS
 SW1212  HISTORY     - 1984     GOOD             NGS
 SW1212
 SW1212                          STATION DESCRIPTION
 SW1212
 SW1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SW1212'THE STATION IS IN A CULTIVATED FIELD OWNED BY A MR. EARL LYNCH
 SW1212'OF SPRAGUE, WASHINGTON.  IT IS ABOUT 4 MILES WEST SOUTHWEST OF
 SW1212'SPRAGUE, ABOUT 2 MILES NORTHWEST OF COLVILLE LAKE, KNOWN LOCALLY
 SW1212'AS SPRAGUE LAKE, ABOUT 0.6 MILE NORTH OF A GRAVELED ROAD AND
 SW1212'ABOUT 0.4 MILE EAST OF A GRAVELED ROAD.
 SW1212'
 SW1212'TO REACH THE STATION FROM THE POST OFFICE IN SPRAGUE, GO WEST
 SW1212'ON U.S. HIGHWAYS 10 AND 395 FOR 0.25 MILE TO A FORK AT THE WEST
 SW1212'EDGE OF SPRAGUE.  TAKE THE RIGHT FORK AND CONTINUE WEST ON AN
 SW1212'OILED ROAD FOR 1.9 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 SW1212'WEST AND SOUTH FOR 3.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 SW1212'NORTH ON A GRAVELED ROAD FOR 0.65 MILE TO THE TOP OF A HILL AND
 SW1212'REFERENCE MARK 2 ON THE LEFT.  HERE TURN RIGHT AND GO NORTHEAST
 SW1212'THROUGH FARM LAND FOR 0.4 MILE TO THE TOP OF A RISE AND THE
 SW1212'STATION IN A CROP ROTATION DIVIDING LINE.
 SW1212'
 SW1212'THE STATION IS A STANDARD DISK STAMPED CON 1956.  IT IS CEMENTED
 SW1212'IN THE TOP OF A CONCRETE POST SET IN THE GROUND 16 INCHES BELOW
 SW1212'THE SURFACE.
 SW1212'
 SW1212'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CON NO 1 1956.  IT
 SW1212'IS CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE POST SET IN
 SW1212'THE GROUND AND PROJECTING 4 INCHES.  THE MARK IS 24 FEET NORTH
 SW1212'OF THE CENTER OF A GRAVELED ROAD, 2.5 FEET EAST OF A TELEPHONE
 SW1212'POLE AND 18 INCHES WEST OF A WHITE WITNESS POST.  THE ARROW IN
 SW1212'THE REFERENCE MARK IS POINTING ABOUT 10 DEGREES TO THE NORTHWEST
 SW1212'OF THE STATION.
 SW1212'
 SW1212'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CON NO 2 1956.  IT
 SW1212'IS CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE POST SET IN
 SW1212'THE GROUND AND PROJECTING 4 INCHES.  THE MARK IS 34 FEET WEST
 SW1212'OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 2.5 FEET SOUTH OF
 SW1212'A POWERLINE POLE AND 1.5 FEET NORTH OF A WHITE WITNESS POST.  THE
 SW1212'ARROW IN THE REFERENCE MARK IS POINTING ABOUT 50 DEGREES
 SW1212'NORTHWEST OF THE STATION.
 SW1212
 SW1212                          STATION RECOVERY (1965)
 SW1212
 SW1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1212'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED.  THE STATION MARK
 SW1212'WAS NOT DUG FOR.  REFERENCE MARK NO. 1 WAS NOT FOUND, BUT THE
 SW1212'DESCRIPTION DOES NOT SAY WHERE TO LOOK.  CERTAIN CLUES WOULD PLACE
 SW1212'THE MARK NEAR A TELEPHONE POLE NORTH OF THE ROAD, SOUTH OF THE
 SW1212'STATION, BUT THE TELEPHONE POLES IN THIS AREA ARE ON THE SOUTH
 SW1212'SIDE OF THE ROAD.  ALSO DIRECTIONS TO REACH THE STATION FOLLOW
 SW1212'THIS ROAD AND A MILEAGE SHOULD HAVE BEEN GIVEN TO THE MARK.  A
 SW1212'SEARCH WAS MADE ALONG THESE POLES, BUT THE MARK WAS NOT FOUND.
 SW1212'A FURTHER SEARCH FOR THE MARK COULD BE MADE BY COMPUTING THE
 SW1212'DISTANCE AND DIRECTION FROM REFERENCE MARK NO. 2 TO
 SW1212'REFERENCE MARK NO. 1.
 SW1212
 SW1212                          STATION RECOVERY (1972)
 SW1212
 SW1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SW1212'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED.  REFERENCE
 SW1212'MARK NO. 1 WAS NOT FOUND.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 SW1212'
 SW1212'THE STATION IS ABOUT 4 MILES WEST SOUTHWEST OF SPRAGUE, 1-1/2
 SW1212'MILES NORTHWEST OF SPRAGUE LAKE, ON A HILL IN A CULTIVATED FIELD
 SW1212'IN SECTION 30, T 21 N, R 38 E, AND ON THE PROPERTY OF MR. PELLEY.
 SW1212'
 SW1212'TO REACH FROM THE POST OFFICE IN SPRAGUE, GO WEST 0.25 MILE TO
 SW1212'A Y, KEEP RIGHT FORK AND GO 2.0 MILES, PASS UNDER INTERSTATE
 SW1212'HIGHWAY 90, KEEP LEFT FORK AND GO SOUTHWESTERLY 3.4 MILES TO A
 SW1212'CROSSROAD.  (FROM HERE REFERENCE MARK NO. 3 IS 0.55 MILE SOUTH,
 SW1212'ON THE SOUTH EDGE OF THE SUMMIT OF A RISE).  AT THE CROSSROAD,
 SW1212'TURN RIGHT AND GO NORTH 0.65 MILE TO A FIELD ENTRANCE AT THE
 SW1212'SUMMIT OF A RISE, (REFERENCE MARK NO. 2 IS 30 YARDS NORTH OF
 SW1212'THIS POINT).  TURN RIGHT AND GO EAST, THEN EAST-NORTHEAST A
 SW1212'TOTAL DISTANCE OF 0.4 MILE, FOLLOWING ALONG THE TOP OF A
 SW1212'RIDGE, TO THE DIVISION LINE BETWEEN TWO FIELDS AND THE
 SW1212'STATION.
 SW1212'
 SW1212'THE STATION MARK, STAMPED CON 1956, IS A STANDARD DISK SET IN
 SW1212'CONCRETE 1.2 FEET BELOW THE SURFACE OF THE GROUND.  IT IS 1.8
 SW1212'FEET EAST OF THE SOUTHEAST CORNER OF A 2X6-FOOT HOLE CRIBBED
 SW1212'WITH BOARDS AND USED AS A DUCK BLIND.  FROM THE STATION MARK,
 SW1212'THE LINE TO THE GRAIN ELEVATOR LISTED IN THE BOX SCORE PASSES
 SW1212'ABOUT 4 FEET SOUTH OF REFERENCE MARK NO. 2.  THIS GRAIN ELEVATOR
 SW1212'AND ROUND STORAGE BIN ARE VISIBLE ABOUT 8 MILES AWAY.  TOP OF
 SW1212'THE ELEVATOR IS ABOVE THE SKYLINE AND TOP OF STORAGE BIN IS
 SW1212'BELOW THE SKYLINE.
 SW1212'
 SW1212'REFERENCE MARK NO. 2, STAMPED CON NO 2 1956, IS A STANDARD DISK
 SW1212'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  THE ARROW
 SW1212'POINTS ABOUT 50 DEGREES TO THE LEFT OF THE STATION MARK.  THE
 SW1212'MARK IS 36 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 2 FEET
 SW1212'SOUTH-SOUTHWEST OF A POWER POLE, ON THE NORTHERN SLOPE OF A HILL
 SW1212'AND ABOUT 4 FEET LOWER THAN THE SUMMIT OF THE HILL.
 SW1212'
 SW1212'REFERENCE MARK NO. 3, STAMPED CON 1956 NO 3 1972, IS A STANDARD
 SW1212'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 SW1212'IS 22 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 1.5 FEET
 SW1212'NORTHEAST OF A POWER POLE, 1.2 FEET NORTH OF A METAL WITNESS
 SW1212'POST, ABOUT 50 YARDS SOUTH OF THE SUMMIT OF A RISE AND LEVEL
 SW1212'WITH THE ROAD.
 SW1212'
 SW1212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SW1212'4 MILES WEST-SOUTHWEST OF SPRAGUE.
 SW1212
 SW1212                          STATION RECOVERY (1984)
 SW1212
 SW1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 SW1212'THE STATION MARK, REFERENCE MARK 2 AND 3 WERE RECOVERED IN GOOD
 SW1212'CONDITION THE DISTANCE TO RM 2 COMPARED FAVORABLY WITH THE PREVIOUS
 SW1212'DATA.  REFERENCE MARK 1 WAS NOT RECOVERED AND WAS PROBABLY DESTROYED
 SW1212'WHEN THE TELEPHONE LINE BECAME UNDERGROUND CABLE A COMPLETE NEW
 SW1212'DESCRIPTION FOLLOWS.
 SW1212'
 SW1212'THE STATION IS LOCATED ABOUT 4 MILES WEST OF SPRAGUE, 1.5 MILES
 SW1212'NORTH OF INTERSTATE HIGHWAY 90, IN T21N R38E SECTION 30 AND ON
 SW1212'FARMLAND OWNED BY A MR PELLEY.
 SW1212'
 SW1212'TO REACH THE STATION FROM THE POST OFFICE IN SPRAGUE GO WEST FOR
 SW1212'0.25 MILE TO A FORK.  TAKE THE RIGHT FORK AND NORTHWESTERLY ON THE
 SW1212'SURFACED ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT JUST AFTER PASSING
 SW1212'UNDER INTERSTATE HIGHWAY 90.  TURN LEFT AND GO WEST ON THE SURFACED
 SW1212'AND THEN GRAVELED ROAD FOR 3.1 MILES TO A CROSS ROAD.  FROM THIS
 SW1212'POINT GO SOUTH FOR 0.5 MILES TO REFERENCE MARK 3 ON THE RIGHT AT THE
 SW1212'TOP OF THE RI JE.  TURN RIGHT AND GO NORTH FOR 0.6 MILE TO A FIELD
 SW1212'ENTRANCE ON THE RIGHT.  REFERENCE MARK 2 IS ON THE LEFT AT THE NEXT
 SW1212'POWER POLE.  TURN RIGHT AND GO NORTHEAST FOR 0.4 MILE TO THE
 SW1212'HIGHEST POINT AND THE STATION AT THE DIVISION LINE BETWEEN FIELDS.
 SW1212'
 SW1212'THE STATION MARKS ARE STANDARD DISKS STAMPED CON 1956 SET IN THE
 SW1212'TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 15 INCHES BELOW THE
 SW1212'GROUND SURFACE IT IS 2 FEET SOUTH OF A METAL WITNESS POST, 1.8 FEET
 SW1212'SOUTH EAST OF THE SOUTHEAST CORNER OF A GOOSE BLIND AND AT THE
 SW1212'DIVISION LINE BETWEEN TWO FIELDS.
 SW1212'
 SW1212'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CON NO 2 1956 SET IN THE
 SW1212'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 SW1212'SURFACE IT IS 38 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 2
 SW1212'FEET SOUTH OF A POWER POLE AND 2 FEET NORTH OF A METAL WITNESS POST.
 SW1212'
 SW1212'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CON 1956 NO 3 1972
 SW1212'SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST THAT PROJECTS 6 INCHES
 SW1212'ABOVE THE GROUND SURFACE.  IT IS 22 FEET WEST OF THE CENTER OF THE
 SW1212'GRAVELED ROAD, 2 FEET NORTHEAST OF A POWER POLE AND 1.5 FEET NORTH OF
 SW1212'A METAL WITNESS POST.
 SW1212'
 SW1212'THERE IS NO SUITABLE PLACE TO SET REFERENCE MARKS AT THE STATION
 SW1212'SITE THAT WOULD NOT HAVE TO BE BELOW GROUND SURFACE BECAUSE OF
 SW1212'FARMING OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0864 ***********************************************************************
 TO0864  DESIGNATION -  CON
 TO0864  PID         -  TO0864
 TO0864  STATE/COUNTY-  WA/STEVENS
 TO0864  USGS QUAD   -  NORTHPORT (1992)
 TO0864
 TO0864                         *CURRENT SURVEY CONTROL
 TO0864  ___________________________________________________________________
 TO0864* NAD 83(1991)-  48 52 46.66736(N)    117 49 15.36842(W)     ADJUSTED  
 TO0864* NAVD 88     -       716.4    (meters)    2350.     (feet)  VERTCON   
 TO0864  ___________________________________________________________________
 TO0864  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 TO0864  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 TO0864
 TO0864  HORZ ORDER  -  SECOND
 TO0864
 TO0864.The horizontal coordinates were established by classical geodetic methods
 TO0864.and adjusted by the National Geodetic Survey in December 1991..
 TO0864
 TO0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0864
 TO0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0864
 TO0864.The geoid height was determined by GEOID03.
 TO0864
 TO0864;                    North         East     Units Scale Factor Converg.
 TO0864;SPC WA N     -   213,316.763   720,903.599   MT  1.00003081   +2 14 34.0
 TO0864;SPC WA N     -   699,856.75  2,365,164.56   sFT  1.00003081   +2 14 34.0
 TO0864;UTM  11      - 5,414,399.786   439,810.406   MT  0.99964451   -0 37 06.4
 TO0864
 TO0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0864!SPC WA N     -   0.99989040  x   1.00003081  =   0.99992121
 TO0864!UTM  11      -   0.99989040  x   0.99964451  =   0.99953495
 TO0864
 TO0864|---------------------------------------------------------------------|
 TO0864| PID    Reference Object                     Distance      Geod. Az  |
 TO0864|                                                           dddmmss.s |
 TO0864| CF1258 CON RM 1                              7.205 METERS 21431     |
 TO0864| TO0861 DALLES                              APPROX. 2.2 KM 2874700.7 |
 TO0864|---------------------------------------------------------------------|
 TO0864
 TO0864                          SUPERSEDED SURVEY CONTROL
 TO0864
 TO0864  NAD 83(1986)-  48 52 46.66625(N)    117 49 15.36732(W) AD(       ) 2
 TO0864  NAD 27      -  48 52 47.00200(N)    117 49 11.42600(W) AD(       ) 2
 TO0864  NGVD 29 (07/19/86)  715.2    (m)         2346.     (f) VERT ANG       
 TO0864
 TO0864.Superseded values are not recommended for survey control.
 TO0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0864.See file dsdata.txt to determine how the superseded data were derived.
 TO0864
 TO0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ3981014400(NAD 83)
 TO0864_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0864_SETTING: 66 = SET IN ROCK OUTCROP
 TO0864_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TO0864
 TO0864  HISTORY     - Date     Condition        Report By
 TO0864  HISTORY     - 1936     MONUMENTED       BOR
 TO0864
 TO0864                          STATION DESCRIPTION
 TO0864
 TO0864'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0864'LOCATED IN SE 1/4 SEC. 13, T. 39 N., R. 39 E. WM, APPROXIMATELY 150
 TO0864'FEET W OF RANGE LINE 39-40, ON THE SW POINT OF A LARGE PROMINENT
 TO0864'LIMESTONE DOME, ABOUT 1/3 OF THE WAY BELOW SUMMIT.  THERE IS A
 TO0864'CONSPICUOUS BUSHY PINE 150 FEET W AND THE STATION IS ON A SMALL
 TO0864'BENCH AT SAME ELEVATION AS THE TOP OF THE TREE.
 TO0864'
 TO0864'TO REACH STATION FROM POST OFFICE AT NORTHPORT, DRIVE S ON STATE
 TO0864'HIGHWAY 22.  AT 1.25 TURN LEFT OFF MAIN ROAD.  UP SIDEHILL ROAD AT
 TO0864'OLD DUMP.  AT 1.80 KEEP RIGHT AT JUNCTION.  AT 1.85 KEEP RIGHT AT
 TO0864'JUNCTION.  AT 1.95 TAKE RIGHT FORK UPHILL.  AT 2.10 TAKE RIGHT
 TO0864'FORK.  AT 2.15 TAKE EITHER FORK, ROADS CONVERGE AT 2.25.  AT 2.35
 TO0864'ROAD COMES IN FROM LEFT.  AT 2.80 GO THROUGH GATE AND KEEP LEFT,
 TO0864'DRIVE SW ACROSS FIELD.  AT 3.40 LEAVE CAR AT LOW WHITE
 TO0864'LIMESTONE OUTCROP AND CONTINUE ON FOOT UP THE OUTCROP SW TO
 TO0864'STATION, ABOUT 1,000 FEET.  NOTE A BUSHY PINE - STATION IS 150
 TO0864'FEET E AND ABOUT LEVEL WITH ITS TOP.
 TO0864'
 TO0864'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20,
 TO0864'RESPECTIVELY.
 TO0864'
 TO0864'HEIGHT OF STAND ABOVE STATION MARK - 1.24 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1215 ***********************************************************************
 SW1215  DESIGNATION -  CON 1956 RM 2 1978
 SW1215  PID         -  SW1215
 SW1215  STATE/COUNTY-  WA/LINCOLN
 SW1215  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW1215
 SW1215                         *CURRENT SURVEY CONTROL
 SW1215  ___________________________________________________________________
 SW1215* NAD 83(1991)-  47 16 47.51291(N)    118 04 48.20800(W)     ADJUSTED  
 SW1215* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 SW1215  ___________________________________________________________________
 SW1215  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 SW1215  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 SW1215
 SW1215  HORZ ORDER  -  SECOND
 SW1215
 SW1215.The horizontal coordinates were established by classical geodetic methods
 SW1215.and adjusted by the National Geodetic Survey in December 1991..
 SW1215
 SW1215.The orthometric height was scaled from a topographic map.
 SW1215
 SW1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1215
 SW1215.The geoid height was determined by GEOID03.
 SW1215
 SW1215;                    North         East     Units Scale Factor Converg.
 SW1215;SPC WA N     -    34,842.365   708,272.801   MT  1.00004833   +2 02 59.5
 SW1215;SPC WA N     -   114,311.99  2,323,725.01   sFT  1.00004833   +2 02 59.5
 SW1215;SPC WA S     -   219,173.877   683,056.976   MT  0.99998821   +1 45 28.2
 SW1215;SPC WA S     -   719,072.96  2,240,996.10   sFT  0.99998821   +1 45 28.2
 SW1215;UTM  11      - 5,236,830.863   418,318.112   MT  0.99968199   -0 47 36.7
 SW1215
 SW1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1215!SPC WA N     -   0.99990175  x   1.00004833  =   0.99995008
 SW1215!SPC WA S     -   0.99990175  x   0.99998821  =   0.99988996
 SW1215!UTM  11      -   0.99990175  x   0.99968199  =   0.99958377
 SW1215
 SW1215                          SUPERSEDED SURVEY CONTROL
 SW1215
 SW1215  NAD 83(1986)-  47 16 47.52535(N)    118 04 48.20177(W) AD(       ) 2
 SW1215  NAD 27      -  47 16 47.95764(N)    118 04 44.35344(W) AD(       ) 2
 SW1215
 SW1215.Superseded values are not recommended for survey control.
 SW1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1215.See file dsdata.txt to determine how the superseded data were derived.
 SW1215
 SW1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN1831836831(NAD 83)
 SW1215_MARKER: DS = TRIANGULATION STATION DISK
 SW1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1215_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1215+STABILITY: SURFACE MOTION
 SW1215
 SW1215  HISTORY     - Date     Condition        Report By
 SW1215  HISTORY     - 1971     MONUMENTED       NGS
 SW1215
 SW1215                          STATION DESCRIPTION
 SW1215
 SW1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 SW1215'LOCATED ABOUT 7 MILES SOUTHWEST OF SEABECK, ABOUT 2 MILES
 SW1215'NORTH-NORTHEAST OF HOLLY, ON THE EAST SHORE OF HOOD CANAL AND
 SW1215'NEAR THE WESTERN TIP OF TEKIU POINT, A LOW GRAVEL POINT.
 SW1215'
 SW1215'THE STATION IS A STANDARD DISK STAMPED TEKIU 3 1971 SET IN THE
 SW1215'TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT, PROJECTING 2 INCHES.
 SW1215'
 SW1215'REFERENCE MARK 1 (1934) IS A STANDARD DISK STAMPED 1 1934 SET
 SW1215'IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE
 SW1215'SURFACE OF THE GROUND AND ALONG THE SOUTH SIDE OF THE TRAIL
 SW1215'LEADING TO THE WEST TIP OF THE POINT.
 SW1215'
 SW1215'WITNESS MARK 1 (1934) IS A NAIL IN A TRIANGULAR BLAZE ON THE
 SW1215'WEST SIDE OF A LARGE FIR TREE ALONG THE EAST SIDE OF THE ROAD
 SW1215'LEADING TO THE POINT.
 SW1215'
 SW1215'TO REACH FROM KITSAP WAY AND NORTHLAKE WAY IN BREMERTON, GO
 SW1215'NORTH ON NORTHLAKE WAY FOR 1.1 MILES, TURN LEFT ON WILDCAT LAKE
 SW1215'ROAD, GO 3.0 MILES TO A T-JUNCTION, TURN LEFT, GO 4.9 MILES TO A
 SW1215'ROAD Y, TURN LEFT GO 2.6 MILES TO A FORK TURN RIGHT (WEST) GO 1.6
 SW1215'MILES TO A ROAD FORK, TURN LEFT, GO 2.3 MILES (TOWARD HOLLY) TO A
 SW1215'FORK, TURN RIGHT, GO 0.1 MILE TO A FORK, TURN RIGHT, GO 0.6 MILE
 SW1215'TO A FORK, TAKE THE LEFT FORK, GO 0.4 MILE TO THE BASE OF THE
 SW1215'HILL, KEEPING TO THE RIGHT, GO 0.2 MILE ALONG THE BASE OF THE
 SW1215'HILL TO THE POINT AND END OF TRUCK TRAVEL, PACK ABOUT 50 YARDS TO
 SW1215'THE WEST AND TO THE STATION.
 SW1215'
 SW1215'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4121 ***********************************************************************
 SY4121  DESIGNATION -  CONDO 1973
 SY4121  PID         -  SY4121
 SY4121  STATE/COUNTY-  WA/KING
 SY4121  USGS QUAD   -  
 SY4121
 SY4121                         *CURRENT SURVEY CONTROL
 SY4121  ___________________________________________________________________
 SY4121* NAD 83(1991)-  47 38 01.77427(N)    122 16 34.42092(W)     ADJUSTED  
 SY4121* NAVD 88     -        80.4    (meters)     264.     (feet)  VERTCON   
 SY4121  ___________________________________________________________________
 SY4121  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 SY4121  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY4121
 SY4121  HORZ ORDER  -  FIRST
 SY4121
 SY4121.The horizontal coordinates were established by classical geodetic methods
 SY4121.and adjusted by the National Geodetic Survey in December 1991..
 SY4121
 SY4121.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4121
 SY4121.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4121
 SY4121.The geoid height was determined by GEOID03.
 SY4121
 SY4121;                    North         East     Units Scale Factor Converg.
 SY4121;SPC WA N     -    71,486.528   391,572.490   MT  0.99997773   -1 04 27.4
 SY4121;SPC WA N     -   234,535.38  1,284,684.08   sFT  0.99997773   -1 04 27.4
 SY4121;UTM  10      - 5,275,856.568   554,370.951   MT  0.99963633   +0 32 05.2
 SY4121
 SY4121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4121!SPC WA N     -   0.99999112  x   0.99997773  =   0.99996885
 SY4121!UTM  10      -   0.99999112  x   0.99963633  =   0.99962746
 SY4121
 SY4121:                Primary Azimuth Mark                     Grid Az
 SY4121:SPC WA N     -  SEATTLE SACRED VILLA TANK                005 47 20.2
 SY4121:UTM  10      -  SEATTLE SACRED VILLA TANK                004 10 47.6
 SY4121
 SY4121|---------------------------------------------------------------------|
 SY4121| PID    Reference Object                     Distance      Geod. Az  |
 SY4121|                                                           dddmmss.s |
 SY4121| SY3883 SEATTLE SACRED VILLA TANK           APPROX. 3.3 KM 0044252.8 |
 SY4121| SY4442 SEATTLE TV STATION KCTS TOWER       APPROX. 3.2 KM 2310209.8 |
 SY4121| SY3868 SEATTLE HOLY NAMES ACADEMY CROSS    APPROX. 2.3 KM 2475509.7 |
 SY4121| SY3856 SEATTLE CAPITOL HILL TOWER          APPROX. 2.9 KM 2593022.5 |
 SY4121|---------------------------------------------------------------------|
 SY4121
 SY4121                          SUPERSEDED SURVEY CONTROL
 SY4121
 SY4121  NAD 83(1986)-  47 38 01.76754(N)    122 16 34.42633(W) AD(       ) 1
 SY4121  NAD 27      -  47 38 02.41284(N)    122 16 29.97673(W) AD(       ) 1
 SY4121  NGVD 29 (07/19/86)   79.3    (m)          260.     (f) VERT ANG       
 SY4121
 SY4121.Superseded values are not recommended for survey control.
 SY4121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4121.See file dsdata.txt to determine how the superseded data were derived.
 SY4121
 SY4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5437175857(NAD 83)
 SY4121_MARKER: Z = SEE DESCRIPTION
 SY4121_SETTING: 0 = UNSPECIFIED SETTING
 SY4121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4121
 SY4121  HISTORY     - Date     Condition        Report By
 SY4121  HISTORY     - 1973     MONUMENTED       NGS
 SY4121  HISTORY     - 20021104 GOOD             USPSQD
 SY4121
 SY4121                          STATION DESCRIPTION
 SY4121
 SY4121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY4121'THE STATION IS LOCATED IN SE 1/4 SEC 22, T 5 N, R 4 E, ABOUT 3.0
 SY4121'MILES NORTHEAST OF DOWNTOWN SEATTLE, 0.5 MILE SOUTH OF THE WEST
 SY4121'END OF THE EVERGREEN POINT FLOATING BRIDGE, ON THE WEST SHORE OF
 SY4121'LAKE WASHINGTON, AND ON TOP OF THE WASHINGTON PARK TOWERS
 SY4121'CONDOMINIUM HOME.  THE MANAGERS PHONE NUMBER IS 325-3602.
 SY4121'
 SY4121'TO REACH THE STATION FROM THE INTERSECTION OF EAST MADISON STREET
 SY4121'AND 42ND AVE EAST IN SEATTLE, GO SOUTH ON 42ND AVE EAST FOR 0.2
 SY4121'MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON EAST GARFIELD
 SY4121'STREET FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 SY4121'NORTH ON 43RD AVENUE EAST FOR 0.05 MILE TO THE WASHINGTON PARK
 SY4121'TOWERS CONDOMINIUM HOME ON THE RIGHT AND THE STATION ON THE
 SY4121'HIGHEST PART OF THE BUILDING.
 SY4121'
 SY4121'THE STATION MARK IS A STANDARD DISK STAMPED CONDO 1973.  IT IS
 SY4121'EPOXIED TO THE ROOF WHICH COVERS THE ELEVATOR SHAFT.  IT IS 8.5
 SY4121'FEET WEST OF THE EAST EDGE OF THE ROOF AND 8.0 FEET NORTH OF THE
 SY4121'SOUTH EDGE OF THE ROOF.
 SY4121'
 SY4121'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 SY4121'
 SY4121'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY4121
 SY4121                          STATION RECOVERY (2002)
 SY4121
 SY4121'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3416 ***********************************************************************
 SY3416  DESIGNATION -  CONE
 SY3416  PID         -  SY3416
 SY3416  STATE/COUNTY-  WA/MASON
 SY3416  USGS QUAD   -  VAUGHN (1994)
 SY3416
 SY3416                         *CURRENT SURVEY CONTROL
 SY3416  ___________________________________________________________________
 SY3416* NAD 83(1991)-  47 21 48.09285(N)    122 49 29.39069(W)     ADJUSTED  
 SY3416* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY3416  ___________________________________________________________________
 SY3416  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 SY3416  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 SY3416
 SY3416  HORZ ORDER  -  THIRD
 SY3416
 SY3416.The horizontal coordinates were established by classical geodetic methods
 SY3416.and adjusted by the National Geodetic Survey in December 1991..
 SY3416
 SY3416.The orthometric height was scaled from a topographic map.
 SY3416
 SY3416.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3416
 SY3416.The geoid height was determined by GEOID03.
 SY3416
 SY3416;                    North         East     Units Scale Factor Converg.
 SY3416;SPC WA S     -   228,236.093   324,409.181   MT  1.00000701   -1 41 19.5
 SY3416;SPC WA S     -   748,804.58  1,064,332.45   sFT  1.00000701   -1 41 19.5
 SY3416;SPC WA N     -    42,345.749   349,577.134   MT  1.00002829   -1 28 57.8
 SY3416;SPC WA N     -   138,929.34  1,146,904.31   sFT  1.00002829   -1 28 57.8
 SY3416;UTM  10      - 5,245,559.053   513,226.787   MT  0.99960215   +0 07 43.9
 SY3416
 SY3416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3416!SPC WA S     -   1.00000285  x   1.00000701  =   1.00000986
 SY3416!SPC WA N     -   1.00000285  x   1.00002829  =   1.00003114
 SY3416!UTM  10      -   1.00000285  x   0.99960215  =   0.99960500
 SY3416
 SY3416:                Primary Azimuth Mark                     Grid Az
 SY3416:SPC WA S     -  YELLOW HSE NEAR WATER 2 W GAB            049 30 52.8
 SY3416:SPC WA N     -  YELLOW HSE NEAR WATER 2 W GAB            049 18 31.1
 SY3416:UTM  10      -  YELLOW HSE NEAR WATER 2 W GAB            047 41 49.4
 SY3416
 SY3416|---------------------------------------------------------------------|
 SY3416| PID    Reference Object                     Distance      Geod. Az  |
 SY3416|                                                           dddmmss.s |
 SY3416| SY3414 YELLOW HSE NEAR WATER 2 W GAB       APPROX. 1.1 KM 0474933.3 |
 SY3416| CE3469 CONE RM 1                                          30507     |
 SY3416| SY3404 SHELL                               APPROX. 0.8 KM 3581801.7 |
 SY3416|---------------------------------------------------------------------|
 SY3416
 SY3416                          SUPERSEDED SURVEY CONTROL
 SY3416
 SY3416  NAD 83(1986)-  47 21 48.08877(N)    122 49 29.39959(W) AD(       ) 3
 SY3416  NAD 27      -  47 21 48.74700(N)    122 49 24.88600(W) AD(       ) 3
 SY3416
 SY3416.Superseded values are not recommended for survey control.
 SY3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3416.See file dsdata.txt to determine how the superseded data were derived.
 SY3416
 SY3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1322745559(NAD 83)
 SY3416_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3416
 SY3416  HISTORY     - Date     Condition        Report By
 SY3416  HISTORY     - 1934     MONUMENTED       CGS
 SY3416  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY3416  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3416  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY3416  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 SY3416  HISTORY     - 19961101 MARK NOT FOUND   USPSQD
 SY3416
 SY3416                          STATION DESCRIPTION
 SY3416
 SY3416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY3416'LOCATED ON A SMALL ROUNDING POINT ON THE W SIDE OF CASE INLET ABOUT
 SY3416'1.0 MILE (NAUTICAL) N OF THE N END OF REACH ISLAND, ABOUT 30 FEET
 SY3416'BACK OF THE HIGH-WATER LINE AND 30 FEET FROM THE W EDGE OF A SMALL
 SY3416'LAGOON.
 SY3416'
 SY3416'SURFACE MARK IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD
 SY3416'DISK, SET IN A 10-BY 10-BY 30-INCH BLOCK OF CONCRETE PROJECTING
 SY3416'3 INCHES.  IT IS ABOUT 6 FEET OUTSIDE OF A FENCE LINE.  SUBSURFACE
 SY3416'MARK IS MARKED, AS DESCRIBED IN NOTE 7A, BY A STANDARD DISK SET
 SY3416'IN A MASS OF CONCRETE 36 INCHES DEEP.
 SY3416'
 SY3416'REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 12C, BY A
 SY3416'STANDARD DISK SET IN A VERY LARGE CONSPICUOUS BOULDER TO THE
 SY3416'NW.  BOULDER IS ABOUT 80 FEET BACK OF THE HIGH-WATER LINE AND IS
 SY3416'NEARLY WHITE ON ITS SEAWARD FACE.
 SY3416
 SY3416                          STATION RECOVERY (1964)
 SY3416
 SY3416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY3416'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 SY3416'CONDITION.  THE STATION MARK IS ON THE HIGH WATER LINE AND PROJECTS
 SY3416'6 INCHES.  IT IS 11 YARDS INLAND FROM A 5 X 4 FOOT BOULDER WHICH
 SY3416'PROJECTS 3 FEET.
 SY3416'
 SY3416'THE REFERENCE MARK IS 20 YARDS WEST OF THE HIGH WATER LINE, IN A
 SY3416'14 X 7 FOOT BLACK AND WHITE BOULDER WHICH PROJECTS ABOUT 4
 SY3416'FEET.  THERE IS A TWO-STORY, GRAY AND YELLOW CABIN WITH A SUN
 SY3416'DECK OVER THE PORCH ABOUT 50 YARDS NORTH OF THE STATION.  THE
 SY3416'REFERENCE MARK IS 34 YARDS SOUTH OF AN OUTDOOR BARBEQUE PIT BUILT
 SY3416'OF CONCRETE BLOCKS ON THE LAWN AT THIS CABIN.
 SY3416'
 SY3416'TO REACH FROM THE T-INTERSECTION IN ALLYN, GO SOUTH ON STATE
 SY3416'HIGHWAY 3 FOR 0.7 MILE TO A BLACKTOP ROAD LEFT, 0.05 MILE BEYOND
 SY3416'THE BRIDGE OVER SHERWOOD CREEK.  TURN LEFT AND GO 1.3 MILES TO
 SY3416'A GRAVEL SIDE ROAD LEFT, TURN LEFT AND GO 0.15 MILE TO A FORK,
 SY3416'TAKE THE LEFT FORK 0.1 MILE TO A HOUSE, WALK AROUND THE HOUSE AND
 SY3416'DOWN THE CONCRETE STEPS TO THE BEACH.  GO NORTH ALONG THE BEACH
 SY3416'ABOUT 170 YARDS TO THE STATION.
 SY3416
 SY3416                          STATION RECOVERY (1966)
 SY3416
 SY3416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3416'THERE IS ALSO A RECOVERY NOTE BY I. R. R. IN 1964, AT WHICH TIME
 SY3416'THE STATION AND REFERENCE MARK WERE RECOVERED.  THE REFERENCE MARK
 SY3416'WAS RECOVERED AS DESCRIBED IN THIS RECOVERY NOTE, BUT THE STATION
 SY3416'MARK WAS FOUND LAYING ON THE BEACH AND THE DISK WAS REMOVED FROM
 SY3416'THE CONCRETE POST.  SOME DIGGING WAS DONE AT THE DISTANCE GIVEN
 SY3416'TO THE REFERENCE MARK IN THE DIRECTION THE ARROW POINTS, BUT THE
 SY3416'UNDERGROUND MARK WAS NOT FOUND.
 SY3416
 SY3416                          STATION RECOVERY (1983)
 SY3416
 SY3416'RECOVERY NOTE BY US POWER SQUADRON 1983 (EGC)
 SY3416'US COAST AND GEODETIC SURVEY RECOVERED GOOD.
 SY3416'
 SY3416'THE RM IN THE 14 X 7 FT BOULDER WAS THE ONLY MARK FOUND.  MUCH
 SY3416'BULLDOZING OF UPLAND AND BEACH GRAVEL TO FILL SMALL LAGOON HAS
 SY3416'COMPLETELY CHANGED THE AREA.
 SY3416
 SY3416                          STATION RECOVERY (1995)
 SY3416
 SY3416'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY3416'MARK NOT FOUND.
 SY3416
 SY3416                          STATION RECOVERY (1996)
 SY3416
 SY3416'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY3416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1550 ***********************************************************************
 TR1550  DESIGNATION -  CONE
 TR1550  PID         -  TR1550
 TR1550  STATE/COUNTY-  WA/JEFFERSON
 TR1550  USGS QUAD   -  NORDLAND (1973)
 TR1550
 TR1550                         *CURRENT SURVEY CONTROL
 TR1550  ___________________________________________________________________
 TR1550* NAD 83(1991)-  48 02 18.83590(N)    122 44 10.06931(W)     ADJUSTED  
 TR1550* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 TR1550  ___________________________________________________________________
 TR1550  LAPLACE CORR-          -9.47  (seconds)                    DEFLEC99
 TR1550  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 TR1550
 TR1550  HORZ ORDER  -  SECOND
 TR1550
 TR1550.The horizontal coordinates were established by classical geodetic methods
 TR1550.and adjusted by the National Geodetic Survey in December 1991..
 TR1550
 TR1550.The orthometric height was scaled from a topographic map.
 TR1550
 TR1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1550
 TR1550.The geoid height was determined by GEOID03.
 TR1550
 TR1550;                    North         East     Units Scale Factor Converg.
 TR1550;SPC WA N     -   117,223.843   358,131.476   MT  0.99994321   -1 25 00.0
 TR1550;SPC WA N     -   384,591.89  1,174,969.68   sFT  0.99994321   -1 25 00.0
 TR1550;UTM  10      - 5,320,620.316   519,668.806   MT  0.99960475   +0 11 46.4
 TR1550
 TR1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1550!SPC WA N     -   0.99999654  x   0.99994321  =   0.99993975
 TR1550!UTM  10      -   0.99999654  x   0.99960475  =   0.99960129
 TR1550
 TR1550:                Primary Azimuth Mark                     Grid Az
 TR1550:SPC WA N     -  MADRONA USE 1915                         154 03 26.4
 TR1550:UTM  10      -  MADRONA USE 1915                         152 26 40.0
 TR1550
 TR1550|---------------------------------------------------------------------|
 TR1550| PID    Reference Object                     Distance      Geod. Az  |
 TR1550|                                                           dddmmss.s |
 TR1550| TR1555 MADRONA USE 1915                    457.346 METERS 1523826.4 |
 TR1550| TR1548 PORTAGE CANAL POWER POLE            APPROX. 1.7 KM 1545124.1 |
 TR1550| CF7727 CONE CROSS CUT IN ROCK                4.900 METERS 16007     |
 TR1550| CF7697 CONE RM 1                             7.963 METERS 16323     |
 TR1550| TR1551 PORT TOWNSEND RED CANAL LIGHT       470.604 METERS 1730423.9 |
 TR1550| TR1559 POINT                               APPROX. 0.6 KM 1872523.2 |
 TR1550| TR1564 ALCOHOL PLANT TANK                  APPROX. 1.3 KM 2045730.0 |
 TR1550| CF7520 CONE ARROWHEAD CUT IN ROCK            1.320 METERS 21922     |
 TR1550| TR1717 HADLOCK HSE DOUBLE WINDOWS          APPROX. 1.3 KM 2451321.2 |
 TR1550| TR1699 HADLOCK METH CHURCH STEEPLE         APPROX. 1.6 KM 2521931.5 |
 TR1550| TR1672 GRAVEL 1941                         APPROX. 1.5 KM 2594052.7 |
 TR1550| TR1664 BELT                                APPROX. 1.4 KM 2653152.8 |
 TR1550| CF7698 CONE RM 2                             4.269 METERS 26536     |
 TR1550| TR1661 IRONDALE BRICK HOUSE NE CORNER      APPROX. 2.6 KM 2780658.3 |
 TR1550| CF7602 BLAZE ON TREE                         6.780 METERS 32641     |
 TR1550|---------------------------------------------------------------------|
 TR1550
 TR1550                          SUPERSEDED SURVEY CONTROL
 TR1550
 TR1550  NAD 83(1986)-  48 02 18.83521(N)    122 44 10.07456(W) AD(       ) 2
 TR1550  NAD 27      -  48 02 19.51000(N)    122 44 05.47600(W) AD(       ) 2
 TR1550
 TR1550.Superseded values are not recommended for survey control.
 TR1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1550.See file dsdata.txt to determine how the superseded data were derived.
 TR1550
 TR1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1966920620(NAD 83)
 TR1550_MARKER: Z = SEE DESCRIPTION
 TR1550_SETTING: 0 = UNSPECIFIED SETTING
 TR1550
 TR1550  HISTORY     - Date     Condition        Report By
 TR1550  HISTORY     - 1915     MONUMENTED       CGS
 TR1550  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1550  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1550  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR1550
 TR1550                          STATION DESCRIPTION
 TR1550
 TR1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (HCD)
 TR1550'STATION IS LOCATED ON POINT 3/4 MILE S OF CRANE POINT AND 30 FEET
 TR1550'ABOVE HIGH WATER.
 TR1550'
 TR1550'STATION MARKED BY STANDARD METAL STATION MARK IN CEMENT ABOUT
 TR1550'1 FOOT BELOW SURFACE ON STEEP SLOPE 20 FEET FROM EDGE OF CLIFF.
 TR1550'
 TR1550'REFERENCE MARK NO.1 IS A BLAZED TRIANGLE 3 FEET ABOVE GROUND ON
 TR1550'S SIDE OF TREE 30 INCHES IN DIAMETER, GROWING AT EDGE OF
 TR1550'CLIFF.  IT IS DISTANT 6.78 METERS AND BEARS 146 DEG 40 MIN TRUE.
 TR1550'
 TR1550'REFERENCE MARK NO.2 IS A CROSS 1 INCH DEEP IN BOULDER.  IT IS
 TR1550'DISTANT 4.92 METERS AND BEARS 340 DEG 03 MIN TRUE.  THERE IS ALSO
 TR1550'AN ARROW 18 INCHES LONG POINTING TOWARD STATION.  HEAD OF ARROW
 TR1550'IS 1.38 METERS DISTANT AND BEARS 36 DEG TRUE.
 TR1550
 TR1550                          STATION RECOVERY (1941)
 TR1550
 TR1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1550'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  TWO
 TR1550'NEW REFERENCE MARKS NO.1 AND NO.2 WERE ESTABLISHED.  OLD REFERENCE
 TR1550'MARKS NO.1 AND NO.2 STILL EXIST, BEING A BLAZED FIR TREE AND A
 TR1550'CROSS CUT IN A BOULDER, RESPECTIVELY.  DISTANCES TO THE LATTER DID
 TR1550'NOT CHECK THE OLD MEASUREMENTS EXACTLY.  NEW DISTANCES ARE
 TR1550'CORRECT.  STATION IS NOW ONLY 4.3 METERS INSHORE FROM BLUFF
 TR1550'EDGE.  OLD DESCRIPTION STATED THAT IT WAS 20 FEET INSHORE.  A
 TR1550'NEW DESCRIPTION FOLLOWS--
 TR1550'
 TR1550'LOCATED ON THE E SHORE OF PORT TOWNSEND BAY ON A PROMINENT
 TR1550'POINT 0.7 MILE S OF CRANE POINT (NOW NAVAL SUPPLY DEPOT), AND ABOUT
 TR1550'430 METERS N OF NORDLAND FERRY LANDING, ON STEEP SLOPE 4.3 METERS
 TR1550'INSHORE FROM BLUFF EDGE.  ELEVATION ABOVE MEAN HIGH WATER ABOUT
 TR1550'30 FEET.
 TR1550'
 TR1550'MARKED WITH A STANDARD DISK, STAMPED CONE 1915-1941, SET IN A
 TR1550'MASS OF CONCRETE 1 FOOT BENEATH THE SURFACE.  A 30-INCH FIR TREE
 TR1550'WITH A TRIANGLE CUT IN ITS S SIDE, 3 FEET ABOVE THE GROUND, IS NW
 TR1550'OF THE STATION, DISTANT 6.78 METERS.  A CROSS CUT IN BOULDER, 1
 TR1550'INCH DEEP, IS S BY E OF STATION, DISTANT 4.90 METERS.  AN ARROW,
 TR1550'18 INCHES LONG, CUT IN A BOULDER, IS SW OF THE STATION, AND
 TR1550'POINTS TO IT.  HEAD OF ARROW IS DISTANT 1.320 METERS FROM
 TR1550'STATION.
 TR1550'
 TR1550'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN DRILL HOLE IN
 TR1550'SANDSTONE ROCK OUTCROP, 1 FOOT FROM EDGE OF BLUFF, AND S BY E OF
 TR1550'STATION.  STAMPED CONE 1915-1941 NO.1.
 TR1550'
 TR1550'REFERENCE MARK NO.2 IS A STANDARD DISK CEMENTED IN SANDSTONE ROCK
 TR1550'OUTCROP, 18 INCHES FROM EDGE OF BLUFF, AND W OF STATION.  STAMPED
 TR1550'CONE 1915-1941 NO.2.
 TR1550
 TR1550                          STATION RECOVERY (1962)
 TR1550
 TR1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1550'THE STATION, REFERENCE MARKS AND WITNESS MARKS WERE RECOVERED AS
 TR1550'DESCRIBED R.R.M. IN 1941, WITH THE FOLLOWING ADDITIONS.
 TR1550'
 TR1550'THE STATION IS 8 FEET SOUTH OF A LARGE WHITE SIGN PER GOVERNMENT
 TR1550'PROPERTY NO LANDING.
 TR1550'
 TR1550'REFERENCE MARK 1 IS STAMPED, 1 CONE 1915-41 1, AND IS ABOUT THE
 TR1550'SAME ELEVATION AS THE STATION.
 TR1550'
 TR1550'REFERENCE MARK 2 IS STAMPED, 2 CONE 1915-41 2, AND IS ABOUT 5
 TR1550'FEET LOWER THAN THE STATION.
 TR1550
 TR1550                          STATION RECOVERY (1966)
 TR1550
 TR1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JGG)
 TR1550'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  RM 1, RM 2,
 TR1550'BLAZE ON TREE AND CROSSCUT IN ROCK ALL RECOVERED AS DESCRIBED.
 TR1550'
 TR1550'OLD OBSERVERS STAND PRESENT 2.6 METERS HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1937 ***********************************************************************
 TR1937  DESIGNATION -  CONE 2
 TR1937  PID         -  TR1937
 TR1937  STATE/COUNTY-  WA/SKAGIT
 TR1937  USGS QUAD   -  CYPRESS ISLAND (1994)
 TR1937
 TR1937                         *CURRENT SURVEY CONTROL
 TR1937  ___________________________________________________________________
 TR1937* NAD 83(1991)-  48 35 31.98092(N)    122 40 23.92324(W)     ADJUSTED  
 TR1937* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1937  ___________________________________________________________________
 TR1937  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 TR1937  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 TR1937
 TR1937  HORZ ORDER  -  THIRD
 TR1937
 TR1937.The horizontal coordinates were established by classical geodetic methods
 TR1937.and adjusted by the National Geodetic Survey in December 1991..
 TR1937
 TR1937.The orthometric height was scaled from a topographic map.
 TR1937
 TR1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1937
 TR1937.The geoid height was determined by GEOID03.
 TR1937
 TR1937;                    North         East     Units Scale Factor Converg.
 TR1937;SPC WA N     -   178,653.476   364,285.914   MT  0.99997652   -1 22 11.6
 TR1937;SPC WA N     -   586,132.28  1,195,161.37   sFT  0.99997652   -1 22 11.6
 TR1937;UTM  10      - 5,382,177.591   524,089.225   MT  0.99960713   +0 14 42.1
 TR1937
 TR1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1937!SPC WA N     -   1.00000293  x   0.99997652  =   0.99997945
 TR1937!UTM  10      -   1.00000293  x   0.99960713  =   0.99961006
 TR1937
 TR1937:                Primary Azimuth Mark                     Grid Az
 TR1937:SPC WA N     -  URBAN                                    032 47 39.4
 TR1937:UTM  10      -  URBAN                                    031 10 45.7
 TR1937
 TR1937|---------------------------------------------------------------------|
 TR1937| PID    Reference Object                     Distance      Geod. Az  |
 TR1937|                                                           dddmmss.s |
 TR1937| TR1949 URBAN                               APPROX. 2.3 KM 0312527.8 |
 TR1937| CF7699 CONE 2 RM 1                           8.950 METERS 17914     |
 TR1937| CF7700 CONE 2 RM 2                           7.173 METERS 24324     |
 TR1937|---------------------------------------------------------------------|
 TR1937
 TR1937                          SUPERSEDED SURVEY CONTROL
 TR1937
 TR1937  NAD 83(1986)-  48 35 31.98356(N)    122 40 23.92650(W) AD(       ) 3
 TR1937  NAD 27      -  48 35 32.60200(N)    122 40 19.30700(W) AD(       ) 3
 TR1937
 TR1937.Superseded values are not recommended for survey control.
 TR1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1937.See file dsdata.txt to determine how the superseded data were derived.
 TR1937
 TR1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2408982178(NAD 83)
 TR1937_MARKER: Z = SEE DESCRIPTION
 TR1937_SETTING: 0 = UNSPECIFIED SETTING
 TR1937
 TR1937  HISTORY     - Date     Condition        Report By
 TR1937  HISTORY     - 1942     MONUMENTED       CGS
 TR1937  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1937
 TR1937                          STATION DESCRIPTION
 TR1937
 TR1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CP)
 TR1937'AT THE N END OF BELLINGHAM CHANNEL, ON THE E SIDE OF THE MOST
 TR1937'EASTERLY (LARGEST) OF THE CONE ISLANDS, 54 FEET ABOVE HIGH WATER,
 TR1937'5.8 METERS BACK FROM EDGE OF BLUFF, 3.4 METERS S OF LARGE HEMLOCK
 TR1937'TREE.
 TR1937'
 TR1937'STATION IS MARKED WITH STANDARD DISK, STAMPED CONE 1942, SET IN
 TR1937'BURIED BOULDER FLUSH WITH SURFACE.
 TR1937'
 TR1937'REFERENCE MARK NO.1, IS A STANDARD DISK, STAMPED R.M. 1 1942, SET
 TR1937'IN A LARGE ROCK OUTCROP.
 TR1937'
 TR1937'REFERENCE MARK NO.2, IS A STANDARD DISK, STAMPED R.M. 2 1942, SET
 TR1937'IN ROCK OUTCROP, AT BASE OF A CONSPICUOUS 48-INCH DIAMETER HEMLOCK.
 TR1937
 TR1937                          STATION RECOVERY (1955)
 TR1937
 TR1937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (PT)
 TR1937'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 TR1937'
 TR1937'STATION IS AT THE N END OF BELLINGHAM CHANNEL, APPROXIMATELY 1.0
 TR1937'MI. NW OF CLARK POINT, ON THE E SIDE OF THE MOST E (LARGEST) OF
 TR1937'THE CONE ISLANDS.  IT IS ABOUT 54 FT. ABOVE HIGH-WATERLINE 5.8
 TR1937'M. INSHORE FROM THE EDGE OF THE BLUFF, 3.4 M. S OF A
 TR1937'TRIANGULAR-BLAZED 24 IN. HEMLOCK TREE.  TRIANGULAR BLAZE FACES
 TR1937'OFFSHORE AND HAS A RAILROAD SPIKE IN THE CENTER OF THE BLAZE.
 TR1937'AREA IN THE VICINITY OF THE STATION IS DENSELY COVERED WITH BRIARS
 TR1937'AND HAD TO BE CLEARED TO ERECT A SIGNAL.  STATION IS MARKED WITH
 TR1937'A STANDARD DISK, STAMPED CONE 2 1942, SET IN A DRILL HOLE IN
 TR1937'A BURIED BOULDER, FLUSH WITH THE SURFACE.
 TR1937'
 TR1937'REFERENCE MARK 1 IS MARKED WITH A STANDARD DISK, SET IN A DRILL
 TR1937'HOLE IN A LARGE ROCK OUTCROP, STAMPED CONE 2 NO 1 1942.  IT IS S
 TR1937'OF THE STATION IN A DENSE BRIAR PATCH.
 TR1937'
 TR1937'REFERENCE MARK 2 IS A STANDARD DISK, SET IN A DRILL HOLE IN ROCK
 TR1937'OUTCROP, AT THE BASE OF A CONSPICUOUS 50-IN. HEMLOCK TREE, STAMPED
 TR1937'CONE 2 NO 2 1942.  IT IS APPROXIMATELY 6 FT. HIGHER AND W OF THE
 TR1937'STATION.
 TR1937'
 TR1937'DISTANCES TO REFERENCE MARKS WERE CHECKED.  NO CHECK MADE ON
 TR1937'DIRECTIONS AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1974 ***********************************************************************
 TR1974  DESIGNATION -  CONE IS NW OF GROUP TALL TREES
 TR1974  PID         -  TR1974
 TR1974  STATE/COUNTY-  WA/SKAGIT
 TR1974  USGS QUAD   -  CYPRESS ISLAND (1994)
 TR1974
 TR1974                         *CURRENT SURVEY CONTROL
 TR1974  ___________________________________________________________________
 TR1974* NAD 83(1991)-  48 35 43.39146(N)    122 41 01.83936(W)     ADJUSTED  
 TR1974* NAVD 88     -                                                        
 TR1974  ___________________________________________________________________
 TR1974  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 TR1974  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 TR1974
 TR1974  HORZ ORDER  -  THIRD
 TR1974
 TR1974.The horizontal coordinates were established by classical geodetic methods
 TR1974.and adjusted by the National Geodetic Survey in December 1991..
 TR1974
 TR1974
 TR1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1974
 TR1974.The geoid height was determined by GEOID03.
 TR1974
 TR1974;                    North         East     Units Scale Factor Converg.
 TR1974;SPC WA N     -   179,024.457   363,517.695   MT  0.99997698   -1 22 39.9
 TR1974;SPC WA N     -   587,349.41  1,192,640.97   sFT  0.99997698   -1 22 39.9
 TR1974;UTM  10      - 5,382,526.647   523,311.144   MT  0.99960668   +0 14 13.7
 TR1974
 TR1974                          SUPERSEDED SURVEY CONTROL
 TR1974
 TR1974  NAD 83(1986)-  48 35 43.39408(N)    122 41 01.84244(W) AD(       ) 4
 TR1974  NAD 27      -  48 35 44.01500(N)    122 40 57.22200(W) AD(       ) 3
 TR1974
 TR1974.Superseded values are not recommended for survey control.
 TR1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1974.See file dsdata.txt to determine how the superseded data were derived.
 TR1974
 TR1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2331182527(NAD 83)
 TR1974
 TR1974  HISTORY     - Date     Condition        Report By
 TR1974  HISTORY     - 1941     MONUMENTED       CGS
 TR1974  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1974
 TR1974                          STATION DESCRIPTION
 TR1974
 TR1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (CP)
 TR1974'ON THE NORTHWESTERLY ONE OF THE CONE ISLANDS, A LARGE TREE, THE
 TR1974'HIGHEST, NEAR THE CENTER OF THE ISLAND.
 TR1974'
 TR1974'LOCATED BY INTERSECTION.
 TR1974
 TR1974                          STATION RECOVERY (1955)
 TR1974
 TR1974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (PT)
 TR1974'STATION LOST.  THIS INTERSECTION STATION COULD NOT BE IDENTIFIED
 TR1974'BY PLANE TABLE SURVEY IN 1955.  ALL TREES ON THIS ISLAND ARE OF
 TR1974'THE SAME HEIGHT.  NO DISTINCTIVE TREE APPEARS AT THIS TIME.
 TR1974'
 TR1974'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2128 ***********************************************************************
 SA2128  DESIGNATION -  CONNELL
 SA2128  PID         -  SA2128
 SA2128  STATE/COUNTY-  WA/FRANKLIN
 SA2128  USGS QUAD   -  CONNELL (1970)
 SA2128
 SA2128                         *CURRENT SURVEY CONTROL
 SA2128  ___________________________________________________________________
 SA2128* NAD 83(1991)-  46 41 13.62957(N)    118 48 56.21005(W)     ADJUSTED  
 SA2128* NAVD 88     -       354.3    (meters)    1162.     (feet)  VERTCON   
 SA2128  ___________________________________________________________________
 SA2128  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 SA2128  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 SA2128
 SA2128  HORZ ORDER  -  THIRD
 SA2128
 SA2128.The horizontal coordinates were established by classical geodetic methods
 SA2128.and adjusted by the National Geodetic Survey in December 1991..
 SA2128
 SA2128.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2128
 SA2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2128
 SA2128.The geoid height was determined by GEOID03.
 SA2128
 SA2128;                    North         East     Units Scale Factor Converg.
 SA2128;SPC WA S     -   151,849.134   628,832.998   MT  0.99991618   +1 13 24.7
 SA2128;SPC WA S     -   498,191.70  2,063,096.26   sFT  0.99991618   +1 13 24.7
 SA2128;UTM  11      - 5,171,996.603   361,164.527   MT  0.99983692   -1 19 16.6
 SA2128
 SA2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2128!SPC WA S     -   0.99994778  x   0.99991618  =   0.99986397
 SA2128!UTM  11      -   0.99994778  x   0.99983692  =   0.99978471
 SA2128
 SA2128|---------------------------------------------------------------------|
 SA2128| PID    Reference Object                     Distance      Geod. Az  |
 SA2128|                                                           dddmmss.s |
 SA2128| CF4704 CONNELL RM 1                         10.122 METERS 16227     |
 SA2128| CF4703 CONNELL AZ MK                                      2341830.7 |
 SA2128| CF4705 CONNELL RM 2                          9.790 METERS 24424     |
 SA2128|---------------------------------------------------------------------|
 SA2128
 SA2128                          SUPERSEDED SURVEY CONTROL
 SA2128
 SA2128  NAD 83(1986)-  46 41 13.63862(N)    118 48 56.20055(W) AD(       ) 3
 SA2128  NAD 27      -  46 41 14.13100(N)    118 48 52.20700(W) AD(       ) 3
 SA2128  NGVD 29 (07/19/86)  353.2    (m)         1159.     (f) VERT ANG       
 SA2128
 SA2128.Superseded values are not recommended for survey control.
 SA2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2128.See file dsdata.txt to determine how the superseded data were derived.
 SA2128
 SA2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM6116571997(NAD 83)
 SA2128_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2128
 SA2128  HISTORY     - Date     Condition        Report By
 SA2128  HISTORY     - 1950     MONUMENTED       CGS
 SA2128  HISTORY     - 1960     SEE DESCRIPTION  BPA
 SA2128
 SA2128                          STATION DESCRIPTION
 SA2128
 SA2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SA2128'THE STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 395 AND ON
 SA2128'A BANK ABOUT 10 FEET HIGHER THAN THE HIGHWAY, ABOUT 3 MILES EAST OF
 SA2128'CONNELL, ABOUT 30 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 395
 SA2128'AND ABOUT 6 FEET SOUTH OF THE EAST-WEST FENCELINE.
 SA2128'
 SA2128'TO REACH, FROM THE U.S. POST OFFICE IN CONNELL, GO NORTHEAST, ON
 SA2128'U.S. HIGHWAY 395, TOWARD LIND 2.3 MILES TO THE AZIMUTH MARK.
 SA2128'CONTINUE NORTH, ON U.S. HIGHWAY 395, FOR 0.6 MILE TO THE STATION.
 SA2128'
 SA2128'THE STATION MARK IS A STANDARD DISK, STAMPED CONNELL 1950, SET INTO A
 SA2128'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.
 SA2128'
 SA2128'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CONNELL NO 1
 SA2128'1950, SET INTO A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 SA2128'INCH AND IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS LOCATED 2
 SA2128'FEET WEST OF THE NORTH-SOUTH FENCELINE.
 SA2128'
 SA2128'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CONNELL NO 2
 SA2128'1950, SET INTO A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 SA2128'INCHES AND IS ABOUT 3 FEET LOWER THAN THE STATION.  IT IS LOCATED
 SA2128'4 FEET SOUTH OF THE EAST-WEST FENCELINE.
 SA2128'
 SA2128'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CONNELL 1950, SET INTO A
 SA2128'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH.  IT IS
 SA2128'LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 395 AT A POINT WHERE THE
 SA2128'HIGHWAY MAKES A SHARP LEFT TURN, ABOUT 24 FEET SOUTH OF THE
 SA2128'CENTERLINE OF THE HIGHWAY AND ABOUT 1 FOOT SOUTH OF THE EAST-WEST
 SA2128'FENCELINE.
 SA2128
 SA2128                          STATION RECOVERY (1960)
 SA2128
 SA2128'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1960
 SA2128'TO REACH FROM THE U.S. POST OFFICE IN CONNELL GO NORTHEAST ON U.S.
 SA2128'HIGHWAY NO. 395 FOR 2.6 MILES TO THE AZIMUTH MARK ON THE RIGHT, ONE
 SA2128'FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  CONTINUE NORTHEASTERLY ON
 SA2128'HIGHWAY 0.5 MILE TO THE STATION ON THE RIGHT.  STATION IS
 SA2128'APPROXIMATELY 10 FEET WEST OF A NORTH-SOUTH FENCE AND 6 FEET SOUTH OF
 SA2128'THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4125 ***********************************************************************
 SY4125  DESIGNATION -  CONNIE
 SY4125  PID         -  SY4125
 SY4125  STATE/COUNTY-  WA/KING
 SY4125  USGS QUAD   -  
 SY4125
 SY4125                         *CURRENT SURVEY CONTROL
 SY4125  ___________________________________________________________________
 SY4125* NAD 83(1991)-  47 41 29.90220(N)    122 19 02.37017(W)     ADJUSTED  
 SY4125* NAVD 88     -       135.7    (meters)     445.     (feet)  VERTCON   
 SY4125  ___________________________________________________________________
 SY4125  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 SY4125  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY4125
 SY4125  HORZ ORDER  -  FIRST
 SY4125
 SY4125.The horizontal coordinates were established by classical geodetic methods
 SY4125.and adjusted by the National Geodetic Survey in December 1991..
 SY4125
 SY4125.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4125
 SY4125.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4125
 SY4125.The geoid height was determined by GEOID03.
 SY4125
 SY4125;                    North         East     Units Scale Factor Converg.
 SY4125;SPC WA N     -    77,971.793   388,608.540   MT  0.99996977   -1 06 17.5
 SY4125;SPC WA N     -   255,812.46  1,274,959.85   sFT  0.99996977   -1 06 17.5
 SY4125;UTM  10      - 5,282,253.859   551,227.095   MT  0.99963225   +0 30 17.5
 SY4125
 SY4125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4125!SPC WA N     -   0.99998245  x   0.99996977  =   0.99995222
 SY4125!UTM  10      -   0.99998245  x   0.99963225  =   0.99961470
 SY4125
 SY4125:                Primary Azimuth Mark                     Grid Az
 SY4125:SPC WA N     -  HAMLIN                                   010 26 40.7
 SY4125:UTM  10      -  HAMLIN                                   008 50 05.7
 SY4125
 SY4125|---------------------------------------------------------------------|
 SY4125| PID    Reference Object                     Distance      Geod. Az  |
 SY4125|                                                           dddmmss.s |
 SY4125| SY4123 HAMLIN                              APPROX. 5.8 KM 0092023.2 |
 SY4125| CF7312 CONNIE RM 1                          24.173 METERS 08450     |
 SY4125| SY3864 SEATTLE DIST 7 TANK                  26.840 METERS 11414     |
 SY4125| CF7313 CONNIE RM 2                          26.942 METERS 14249     |
 SY4125| CF7314 CONNIE RM 3                                        14428     |
 SY4125| SY3975 SEATTLE WOODLAND PARK STANDPIPE     APPROX. 3.9 KM 2254009.4 |
 SY4125| SY4134 SEATTLE ST JOHN CATH CH CROSS       APPROX. 3.1 KM 2593707.9 |
 SY4125|---------------------------------------------------------------------|
 SY4125
 SY4125                          SUPERSEDED SURVEY CONTROL
 SY4125
 SY4125  NAD 83(1986)-  47 41 29.89576(N)    122 19 02.37447(W) AD(       ) 1
 SY4125  NAD 27      -  47 41 30.54353(N)    122 18 57.92013(W) AD(       ) 1
 SY4125  NGVD 29 (07/19/86)  134.6    (m)          442.     (f) VERT ANG       
 SY4125
 SY4125.Superseded values are not recommended for survey control.
 SY4125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4125.See file dsdata.txt to determine how the superseded data were derived.
 SY4125
 SY4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5122782254(NAD 83)
 SY4125_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY4125
 SY4125  HISTORY     - Date     Condition        Report By
 SY4125  HISTORY     - 1973     MONUMENTED       NGS
 SY4125  HISTORY     - 1983     GOOD             USPSQD
 SY4125  HISTORY     - 20010520 MARK NOT FOUND   USPSQD
 SY4125
 SY4125                          STATION DESCRIPTION
 SY4125
 SY4125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY4125'THE STATION IS LOCATED IN SE 1/4 SEC. 32, T 26 N, R 4 E, ABOUT 6
 SY4125'MILES NORTH-NORTHEAST OF DOWNTOWN SEATTLE, 1 MILE NORTHEAST OF
 SY4125'THE NORTHEAST SHORE OF GREEN LAKE, 0.5 MILE EAST OF INTERSTATE
 SY4125'HIGHWAY 5, AND ABOUT 50 YARDS NORTHWEST OF THE NORTHWEST CORNER OF
 SY4125'THE MAPLE LEAF RESERVOIR.  IT IS ON PROPERTY OWNED BY THE SEATTLE
 SY4125'WATER DEPARTMENT.  PHONE NUMBER 583-5890.
 SY4125'
 SY4125'TO REACH THE STATION FROM THE INTERSECTION OF NE 85TH STREET AND
 SY4125'ROOSEVELT WAY NE, GO EAST THROUGH A LOCKED GATE ABOUT 50
 SY4125'YARDS.  TURN LEFT AND GO NORTH FOR 0.1 MILE TO THE NORTHWEST
 SY4125'CORNER OF THE ENCLOSED AREA AND THE STATION.  TO REACH REFERENCE
 SY4125'MARK 3 FROM THE STATION, GO SOUTH ALONG THE WEST SIDE OF THE
 SY4125'RESERVOIR FOR 0.15 MILE TO THE SOUTHWEST CORNER OF THE
 SY4125'RESERVOIR.  TURN LEFT AND GO EAST FOR 0.1 MILE TO THE MARK ON
 SY4125'THE LEFT.
 SY4125'
 SY4125'THE STATION MARK IS A STANDARD DISK STAMPED CONNIE 1973, CEMENTED
 SY4125'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 SY4125'THE SURFACE OF THE GROUND.  IT IS 42 FEET SOUTHEAST OF THE
 SY4125'NORTHWEST CORNER OF A FENCE, 33.5 FEET SOUTH OF A FENCE, AND 25
 SY4125'FEET EAST OF THE FENCE.
 SY4125'
 SY4125'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CONNIE NO 1 1973,
 SY4125'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A 2-FOOT
 SY4125'SQUARE CONCRETE FOOTING OF THE NORTH LEG OF A WATER TANK.  IT
 SY4125'PROJECTS ABOUT 2 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS
 SY4125'ABOUT 108 FEET EAST-SOUTHEAST OF THE NORTHWEST CORNER OF A FENCE,
 SY4125'104 FEET EAST OF A FENCE, AND 26 FEET SOUTH OF THE FENCE.
 SY4125'
 SY4125'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CONNIE NO 2 1973,
 SY4125'CEMENTED IN A DRILL HOLE IN THE WEST SIDE OF A 2-FOOT SQUARE
 SY4125'CONCRETE FOOTING IN THE SOUTHWEST LEG OF A WATER TANK.  IT PROJECTS
 SY4125'ABOUT 2 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS 104 FEET
 SY4125'SOUTH OF A FENCE, 78.5 FEET EAST OF A FENCE, AND 27 FEET
 SY4125'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL BUILDING WHICH IS
 SY4125'SOUTH OF THE WATER TANK.
 SY4125'
 SY4125'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CONNIE NO 3 1973,
 SY4125'CEMENTED IN A DRILL HOLE IN A CONCRETE WALK ALONG THE SOUTH SIDE
 SY4125'OF THE RESERVOIR.  IT IS FLUSH WITH THE SURFACE OF THE WALK.  IT
 SY4125'IS 70.5 FEET WEST OF A LARGE VALVE, 43 FEET NORTH OF A STEEP HILL
 SY4125'SOUTH OF THE RESERVOIR, AND 2.4 FEET NORTH OF THE SOUTH EDGE OF
 SY4125'THE WALK.
 SY4125'
 SY4125'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
 SY4125
 SY4125                          STATION RECOVERY (1983)
 SY4125
 SY4125'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4125'CONNIE 1973 RECOVERED GOOD.
 SY4125'
 SY4125'RECOVERED AS DESCRIBED.  ALSO RM 1, 2 AND 3.
 SY4125
 SY4125                          STATION RECOVERY (2001)
 SY4125
 SY4125'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4125'THE MARK WAS LOCATED INSIDE A LOCKED FENCED AREA AND ACCESS WAS NOT
 SY4125'POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0731 ***********************************************************************
 SD0731  DESIGNATION -  CONNOR
 SD0731  PID         -  SD0731
 SD0731  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0731  USGS QUAD   -  COPALIS BEACH (1994)
 SD0731
 SD0731                         *CURRENT SURVEY CONTROL
 SD0731  ___________________________________________________________________
 SD0731* NAD 83(1991)-  47 04 10.65764(N)    124 10 10.18688(W)     ADJUSTED  
 SD0731* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SD0731  ___________________________________________________________________
 SD0731  LAPLACE CORR-           9.21  (seconds)                    DEFLEC99
 SD0731  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 SD0731
 SD0731  HORZ ORDER  -  THIRD
 SD0731
 SD0731.The horizontal coordinates were established by classical geodetic methods
 SD0731.and adjusted by the National Geodetic Survey in December 1991..
 SD0731
 SD0731.The orthometric height was scaled from a topographic map.
 SD0731
 SD0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0731
 SD0731.The geoid height was determined by GEOID03.
 SD0731
 SD0731;                    North         East     Units Scale Factor Converg.
 SD0731;SPC WA S     -   199,475.200   221,389.922   MT  0.99995035   -2 39 55.8
 SD0731;SPC WA S     -   654,444.89    726,343.44   sFT  0.99995035   -2 39 55.8
 SD0731;UTM  10      - 5,213,565.136   411,204.373   MT  0.99969690   -0 51 22.8
 SD0731
 SD0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0731!SPC WA S     -   1.00000293  x   0.99995035  =   0.99995328
 SD0731!UTM  10      -   1.00000293  x   0.99969690  =   0.99969983
 SD0731
 SD0731|---------------------------------------------------------------------|
 SD0731| PID    Reference Object                     Distance      Geod. Az  |
 SD0731|                                                           dddmmss.s |
 SD0731| DD9554 CONNOR RM 2                          27.487 METERS 09221     |
 SD0731| SD0734 TANK                                APPROX. 3.1 KM 1712109.4 |
 SD0731| SD0732 SAMPSON                             APPROX. 3.2 KM 1752839.5 |
 SD0731| DD9553 CONNOR RM 1                          21.320 METERS 17615     |
 SD0731|---------------------------------------------------------------------|
 SD0731
 SD0731                          SUPERSEDED SURVEY CONTROL
 SD0731
 SD0731  NAD 83(1986)-  47 04 10.64791(N)    124 10 10.18749(W) AD(       ) 3
 SD0731  NAD 27      -  47 04 11.33700(N)    124 10 05.55600(W) AD(       ) 3
 SD0731
 SD0731.Superseded values are not recommended for survey control.
 SD0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0731.See file dsdata.txt to determine how the superseded data were derived.
 SD0731
 SD0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1120413565(NAD 83)
 SD0731_MARKER: Z = SEE DESCRIPTION
 SD0731_SETTING: 0 = UNSPECIFIED SETTING
 SD0731
 SD0731  HISTORY     - Date     Condition        Report By
 SD0731  HISTORY     - 1927     MONUMENTED       CGS
 SD0731  HISTORY     - 1935     SEE DESCRIPTION  USE
 SD0731  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0731  HISTORY     - 1971     SEE DESCRIPTION  LOCENG
 SD0731
 SD0731                          STATION DESCRIPTION
 SD0731
 SD0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (TJM)
 SD0731'THREE-FOURTHS MILE S OF THE MOUTH OF CONNOR CREEK, WHICH FLOWS N
 SD0731'PARALLEL TO THE BEACH FOR NEARLY TWO MILES, FORMING A PENINSULA,
 SD0731'ABOUT 200 METERS WIDE BETWEEN CREEK AND OCEAN.  THE STATION IS ON A
 SD0731'SANDY RIDGE ABOUT 10 FEET ABOVE HIGH WATER AND IS 80 METERS FROM
 SD0731'HIGH-WATER LINE, 60 METERS FROM STORM-WATER LINE AND 100 METERS FROM
 SD0731'CONNOR CREEK.  STATION MARK IS A STANDARD DISK SET IN A SQUARE
 SD0731'CONCRETE MONUMENT 12 BY 12 INCHES BY 3 FEET 6 INCHES.  REFERENCE
 SD0731'MARKS ARE STANDARD DISK SET IN CONCRETE POSTS 7 BY 7 INCHES BY 4
 SD0731'FEET AND PROJECTING ABOUT 1 FOOT.
 SD0731'
 SD0731'REFERENCE MARK NO.1 IS ON A SMALL DUNE ABOUT 5 FEET HIGHER THAN
 SD0731'THE STATION.
 SD0731'
 SD0731'REFERENCE MARK NO.2 IS ON THE E SLOPE OF THE RIDGE ABOUT 3 FEET
 SD0731'LOWER THAN THE STATION.
 SD0731
 SD0731                          STATION RECOVERY (1935)
 SD0731
 SD0731'RECOVERY NOTE BY US ENGINEERS 1935
 SD0731'STATION COULD NOT BE FOUND.
 SD0731
 SD0731                          STATION RECOVERY (1951)
 SD0731
 SD0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 SD0731'A SEARCH WAS MADE IN THE AREA AND DUE TO THE LACK OF REFERENCE TIES
 SD0731'AND THE CHANGING BEACH CONDITIONS THE STATION WAS NOT RECOVERED.
 SD0731
 SD0731                          STATION RECOVERY (1971)
 SD0731
 SD0731'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (MM)
 SD0731'R.M. NO. II GOOD CONDITION APPEARS TO BE IN ORIGINAL POSITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3536 ***********************************************************************
 SY3536  DESIGNATION -  CONSOLATION
 SY3536  PID         -  SY3536
 SY3536  STATE/COUNTY-  WA/KING
 SY3536  USGS QUAD   -  
 SY3536
 SY3536                         *CURRENT SURVEY CONTROL
 SY3536  ___________________________________________________________________
 SY3536* NAD 83(1991)-  47 38 28.58659(N)    122 07 25.40183(W)     ADJUSTED  
 SY3536* NAVD 88     -       105.73   (+/-2cm)     346.9    (feet)  VERTCON   
 SY3536  ___________________________________________________________________
 SY3536  LAPLACE CORR-           8.36  (seconds)                    DEFLEC99
 SY3536  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 SY3536
 SY3536  HORZ ORDER  -  SECOND
 SY3536  VERT ORDER  -  THIRD ? (See Below)
 SY3536
 SY3536.The horizontal coordinates were established by classical geodetic methods
 SY3536.and adjusted by the National Geodetic Survey in December 1991..
 SY3536
 SY3536.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3536.The vertical order pertains to the NGVD 29 superseded value.
 SY3536
 SY3536.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3536
 SY3536.The geoid height was determined by GEOID03.
 SY3536
 SY3536;                    North         East     Units Scale Factor Converg.
 SY3536;SPC WA N     -    72,110.954   403,045.373   MT  0.99997664   -0 57 38.6
 SY3536;SPC WA N     -   236,584.02  1,322,324.69   sFT  0.99997664   -0 57 38.6
 SY3536;UTM  10      - 5,276,802.505   565,817.974   MT  0.99965323   +0 38 51.1
 SY3536
 SY3536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3536!SPC WA N     -   0.99998712  x   0.99997664  =   0.99996376
 SY3536!UTM  10      -   0.99998712  x   0.99965323  =   0.99964035
 SY3536
 SY3536:                Primary Azimuth Mark                     Grid Az
 SY3536:SPC WA N     -  ADELAIDE                                 079 37 22.9
 SY3536:UTM  10      -  ADELAIDE                                 078 00 53.2
 SY3536
 SY3536|---------------------------------------------------------------------|
 SY3536| PID    Reference Object                     Distance      Geod. Az  |
 SY3536|                                                           dddmmss.s |
 SY3536| SY3528 ADELAIDE                            APPROX. 2.9 KM 0783944.3 |
 SY3536| CF7315 CONSOLATION RM                        9.924 METERS 22633     |
 SY3536|---------------------------------------------------------------------|
 SY3536
 SY3536                          SUPERSEDED SURVEY CONTROL
 SY3536
 SY3536  NAD 83(1986)-  47 38 28.57889(N)    122 07 25.40707(W) AD(       ) 2
 SY3536  NAD 27      -  47 38 29.22100(N)    122 07 20.98000(W) AD(       ) 2
 SY3536  NGVD 29 (07/19/86)  104.64   (m)          343.3    (f) LEVELING    3  
 SY3536
 SY3536.Superseded values are not recommended for survey control.
 SY3536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3536.See file dsdata.txt to determine how the superseded data were derived.
 SY3536
 SY3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6581876803(NAD 83)
 SY3536_MARKER: Z = SEE DESCRIPTION
 SY3536_SETTING: 0 = UNSPECIFIED SETTING
 SY3536
 SY3536  HISTORY     - Date     Condition        Report By
 SY3536  HISTORY     - 1936     MONUMENTED       WAGS
 SY3536
 SY3536                          STATION DESCRIPTION
 SY3536
 SY3536'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SY3536'STATION IS IN SE 1/4 OF NE 1/4 OF SEC. 23, T.25, R.5.  IT IS
 SY3536'LOCATED 2-1/2 MILES S OF REDMOND, 1-1/2 MILES W OF THE W SHORE LINE
 SY3536'OF LAKE SAMMAMISH.
 SY3536'
 SY3536'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS WEDGED
 SY3536'IN DRILL HOLES IN BOULDERS.
 SY3536'
 SY3536'STATION MARK IS STAMPED KING COUNTY AERIAL SURVEY.
 SY3536'
 SY3536'REFERENCE MARK PLACED MAGNETIC S 23 DEG W AT DISTANCE 32.60 FEET.
 SY3536'
 SY3536'STATION IS REACHED AS FOLLOWS--FROM REDMOND RUN ON PAVEMENT
 SY3536'TOWARDS BELLVUE, CROSS SAMMAMISH BRIDGE.  TURN LEFT, AND GO 1.4
 SY3536'MILES TO PAVEMENT INTERSECTION.  TAKE RIGHT FORK, AND GO 0.3 MILE
 SY3536'AND PASS CROSS ROAD.  CONTINUE 0.8 MILE TO A TURN OUT RIGHT INTO
 SY3536'GRAVEL ROAD.  (NOTE OLD GRAVEL BUNKER ON S SIDE OF ROAD.) TURN
 SY3536'RIGHT, AND GO N 150 YARDS TO OLD GRAVEL PIT.  STOP HERE AND WALK
 SY3536'20 PACES BEYOND GRAVEL PIT.  FIND END OF TRAIL.  WALK UPHILL LEFT ON
 SY3536'TRAIL 125 PACES TO LOGGING GRADE.  WALK N ON GRADE 140 PACES.
 SY3536'STATION IS 35 PACES E OF LOGGING GRADE AND ABOUT 300 YARDS N 17 DEG
 SY3536'W FROM TALL SLIM TREE AND ABOUT 50 YARDS E OF OLD LOGGING GRADE.
 SY3536'83 FEET N FROM 6-INCH FIR.  46 FEET S FROM 4-INCH FIR ON S SIDE OF
 SY3536'GRAVEL ROAD.  87 FEET W FROM 4-INCH FIR.  73 FEET NW FROM 4-INCH FIR.
 SY3536'
 SY3536'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2008 ***********************************************************************
 TR2008  DESIGNATION -  CONSTITUTION RESET
 TR2008  PID         -  TR2008
 TR2008  STATE/COUNTY-  WA/SAN JUAN
 TR2008  USGS QUAD   -  MT CONSTITUTION (1994)
 TR2008
 TR2008                         *CURRENT SURVEY CONTROL
 TR2008  ___________________________________________________________________
 TR2008* NAD 83(1991)-  48 40 39.24850(N)    122 49 52.18458(W)     ADJUSTED  
 TR2008* NAVD 88     -       731.15   (+/-2cm)    2398.8    (feet)  VERTCON   
 TR2008  ___________________________________________________________________
 TR2008  LAPLACE CORR-          -7.64  (seconds)                    DEFLEC99
 TR2008  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 TR2008
 TR2008  HORZ ORDER  -  FIRST
 TR2008  VERT ORDER  -  THIRD ? (See Below)
 TR2008
 TR2008.The horizontal coordinates were established by classical geodetic methods
 TR2008.and adjusted by the National Geodetic Survey in December 1991..
 TR2008
 TR2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2008.The vertical order pertains to the NGVD 29 superseded value.
 TR2008
 TR2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2008
 TR2008.The geoid height was determined by GEOID03.
 TR2008
 TR2008;                    North         East     Units Scale Factor Converg.
 TR2008;SPC WA N     -   188,431.807   352,891.987   MT  0.99998999   -1 29 14.7
 TR2008;SPC WA N     -   618,213.35  1,157,779.79   sFT  0.99998999   -1 29 14.7
 TR2008;UTM  10      - 5,391,627.420   512,428.723   MT  0.99960190   +0 07 36.5
 TR2008
 TR2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2008!SPC WA N     -   0.99988881  x   0.99998999  =   0.99987880
 TR2008!UTM  10      -   0.99988881  x   0.99960190  =   0.99949076
 TR2008
 TR2008:                Primary Azimuth Mark                     Grid Az
 TR2008:SPC WA N     -  PUFFIN ISLAND LT                         009 43 26.4
 TR2008:UTM  10      -  PUFFIN ISLAND LT                         008 06 35.2
 TR2008
 TR2008|---------------------------------------------------------------------|
 TR2008| PID    Reference Object                     Distance      Geod. Az  |
 TR2008|                                                           dddmmss.s |
 TR2008| TR2019 PUFFIN ISLAND LT                    APPROX. 7.4 KM 0081411.7 |
 TR2008| TR2705 CONSTITUTION RM 3                    12.338 METERS 01918     |
 TR2008| TR1854 VITI ROCK LIGHT                     APPROX.16.1 KM 1074303.3 |
 TR2008| TR2702 CONSTITUTION RM                      41.732 METERS 13146     |
 TR2008| TR2005 MOUNT CONSTITUTION LOT                7.740 METERS 16322     |
 TR2008| TR2703 CONSTITUTION RM 1                     7.537 METERS 28218     |
 TR2008| TR2200 SKIPPY                              APPROX.16.0 KM 2921709.3 |
 TR2008| TR2704 CONSTITUTION RM 2                    21.354 METERS 32530     |
 TR2008| TR2173 POINT ROBERTS LIGHTHOUSE            APPROX.37.6 KM 3303145.4 |
 TR2008|---------------------------------------------------------------------|
 TR2008
 TR2008                          SUPERSEDED SURVEY CONTROL
 TR2008
 TR2008  NAD 83(1986)-  48 40 39.24981(N)    122 49 52.18407(W) AD(       ) 1
 TR2008  NAD 27      -  48 40 39.85495(N)    122 49 47.59409(W) AD(       ) 1
 TR2008  NGVD 29 (07/19/86)  729.97   (m)         2394.9    (f) LEVELING    3  
 TR2008
 TR2008.Superseded values are not recommended for survey control.
 TR2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2008.See file dsdata.txt to determine how the superseded data were derived.
 TR2008
 TR2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1242991627(NAD 83)
 TR2008_MARKER: DS = TRIANGULATION STATION DISK
 TR2008_SETTING: 66 = SET IN ROCK OUTCROP
 TR2008_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TR2008_STAMPING: MT CONSTITUTION
 TR2008_MARK LOGO: CGS   
 TR2008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR2008+STABILITY: POSITION/ELEVATION WELL
 TR2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2008+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 TR2008
 TR2008  HISTORY     - Date     Condition        Report By
 TR2008  HISTORY     - 1935     MONUMENTED       NPS
 TR2008  HISTORY     - 1935     GOOD             CGS
 TR2008  HISTORY     - 1940     GOOD             CGS
 TR2008  HISTORY     - 1941     GOOD             CGS
 TR2008  HISTORY     - 1949     GOOD             CGS
 TR2008  HISTORY     - 1973     GOOD             USGS
 TR2008  HISTORY     - 1983     GOOD             USPSQD
 TR2008  HISTORY     - 1983     GOOD             USPSQD
 TR2008  HISTORY     - 19891017 GOOD             NGS
 TR2008  HISTORY     - 20060620 GOOD             USPSQD
 TR2008
 TR2008                          STATION DESCRIPTION
 TR2008
 TR2008'DESCRIBED BY NATIONAL PARK SERVICE 1935
 TR2008'ALL MARKS ARE IN THE OPEN, CEMENTED IN EXPOSED BEDROCK, AND
 TR2008'SHOULD BE EASILY RECOVERED.  PART OF THE OLD COPPER BOLT FORMERLY
 TR2008'MARKING THE STATION WAS LEFT WEDGED IN BELOW THE SURFACE TO ACT
 TR2008'AS A SUBSURFACE MARK.  THE NEW STANDARD DISK IS CEMENTED IN
 TR2008'DIRECTLY ABOVE.
 TR2008'
 TR2008'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR2008'CONCRETE, IN OUTCROPPING BEDROCK, AND ARE STAMPED MT. CONST -1925.
 TR2008'
 TR2008'WITNESS MARK IS AN OLD BOLT.
 TR2008
 TR2008                          STATION RECOVERY (1935)
 TR2008
 TR2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 TR2008'RECOVERED IN GOOD CONDITION.
 TR2008
 TR2008                          STATION RECOVERY (1940)
 TR2008
 TR2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2008'STATION AND THREE STANDARD REFERENCE MARKS WERE FOUND.  REFERENCE
 TR2008'MARK NO.1 IS ABOUT 8 PACES W OF THE STATION AND IS STAMPED
 TR2008'MT. CONSTITUTION R1 1926.  NO.2 IS ABOUT 12 PACES N OF THE STATION
 TR2008'AND IS STAMPED MT. CONSTITUTION R2 1926.  A THIRD REFERENCE MARK
 TR2008'WAS FOUND ABOUT 42 PACES E OF THE STATION AT THE S END OF A ROCK
 TR2008'AND CEMENT WALL CONSTRUCTED ALONG THE EDGE OF THE CLIFF TO THE
 TR2008'NE.  THIS MARK WAS ONLY STAMPED WITH THE YEAR 1936.  ALL 3
 TR2008'MARKS WERE CEMENTED IN DRILL HOLES IN THE SOLID ROCK.
 TR2008'
 TR2008'THE 1911 DESCRIPTION AND THE RECOVERY OF 1935 SHOW AN AGREEMENT
 TR2008'IN DIRECTION AND DISTANCE TO BOLT NO.2 (BOLT NO.1 HAVING BEEN
 TR2008'DESTROYED).
 TR2008'
 TR2008'THE 1935 AND THIS RECOVERY CARD SHOW AGREEMENT IN DISTANCE TO
 TR2008'REFERENCE MARKS NOS. 1, 2, AND 3, AND DIRECTION TO 1 AND 2 BUT
 TR2008'AN OLD COPPER BOLT WAS MISTAKEN IN 1940 IN MEASURING DIRECTIONS
 TR2008'FOR REFERENCE MARK NO.3.
 TR2008'
 TR2008'R.M.3 DIRECTION WAS TO THE OLD BOLT AND NOT TO R.M.3.  THE
 TR2008'DISTANCE OF 12.343 METERS TO R.M.3 IS CORRECT.
 TR2008
 TR2008                          STATION RECOVERY (1941)
 TR2008
 TR2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS)
 TR2008'THE STATION IS LOCATED ON THE HIGHEST POINT OF MOUNT CONSTITUTION
 TR2008'ON ORCAS ISLAND, ABOUT 12 MILES W OF BELLINGHAM.
 TR2008'
 TR2008'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION AND IS AS
 TR2008'PREVIOUSLY DESCRIBED.  IT IS 15.510 FEET (4.627 METERS) NW BY N
 TR2008'OF THE NE CORNER OF A LOOKOUT TOWER AND 24.735 FEET (7.539
 TR2008'METERS) N BY E OF THE NW CORNER OF THE LOOKOUT TOWER.  IT IS
 TR2008'STAMPED MT. CONST 1926.
 TR2008'
 TR2008'REFERENCE MARK NO.1 IS ABOUT THE SAME HEIGHT AS THE STATION
 TR2008'MARK.  IT IS STAMPED MT CONST R1 1926.
 TR2008'
 TR2008'REFERENCE MARK NO.2 IS 5 FEET LOWER THAN THE STATION MARK.  IT
 TR2008'IS STAMPED MT CONST R2 1926.
 TR2008'
 TR2008'REFERENCE MARK NO.3 IS 1 FOOT LOWER THAN THE STATION MARK.  IT
 TR2008'IS STAMPED MT CONST R3 1926.
 TR2008'
 TR2008'A REFERENCE MARK WHICH HAS NO NUMBER IS ABOUT 6 FEET LOWER THAN
 TR2008'THE STATION MARK.  IT IS NEAR THE S END OF A STONE WALL, STAMPED
 TR2008'1936.
 TR2008'
 TR2008'A COPPER BOLT WAS RECOVERED, WHICH IS NE 23.491 FEET, 7.160
 TR2008'METERS AND ABOUT THE SAME HEIGHT AS THE STATION.  THE DIRECTION
 TR2008'TO THE BOLT COULD NOT BE OBSERVED BECAUSE THE STEEL TOWER WHICH
 TR2008'WAS USED FOR THE OTHER OBSERVATIONS BLEW DOWN AND OBSTRUCTED THE
 TR2008'MARK.
 TR2008'
 TR2008'TO REACH STATION FROM ANACORTES TAKE THE FERRY TO ORCAS.  FROM
 TR2008'THE TOWN OF ORCAS TAKE THE MAIN-TRAVELED ROAD ABOUT 9 MILES TO
 TR2008'EAST SOUND, THENCE TAKE THE MAIN-TRAVELED ROAD TOWARD OLGA FOR
 TR2008'5.5 MILES TO A C.C.C. CAMP ON THE RIGHT SIDE OF ROAD.  CONTINUE
 TR2008'0.15 MILE TO A FORKS.  TAKE THE LEFT FORK AND CONTINUE UPGRADE,
 TR2008'KEEPING THE MAIN-TRAVELED ROAD, FOR 5.5 MILES TO THE SUMMIT OF
 TR2008'MOUNT CONSTITUTION AND THE STATION.  A DRIVE STATION.
 TR2008'
 TR2008'A 67-FOOT STEEL TOWER WAS USED FOR OBSERVATIONS.
 TR2008'
 TR2008'THE MEASUREMENTS AGREE WITH THOSE OF 1935.
 TR2008
 TR2008                          STATION RECOVERY (1949)
 TR2008
 TR2008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 TR2008'RECOVERED.  THE STATION MARK AND THE REFERENCE MARK (STAMPED
 TR2008'1936) LOCATED NEAR THE S END OF A STONE WALL WERE RECOVERED IN
 TR2008'GOOD CONDITION.  DUE TO SNOW AND THE LACK OF TIME AT THE STATION,
 TR2008'RECOVERY OF THE REMAINING REFERENCE DISKS WAS NOT ACCOMPLISHED.
 TR2008'
 TR2008'THE DESCRIPTION OF THE STATION BY L.C.W. IN 1940 IS COMPLETE AND
 TR2008'ADEQUATE AS FAR AS IT WAS CHECKED BY THIS PARTY.
 TR2008
 TR2008                          STATION RECOVERY (1973)
 TR2008
 TR2008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2008'STATION FOUND AS DESCRIBED, NEW ELEVATION BY VERTICAL ANGLES 2407.3
 TR2008
 TR2008                          STATION RECOVERY (1983)
 TR2008
 TR2008'RECOVERY NOTE BY US POWER SQUADRON 1983 (CFH)
 TR2008'CONST. 1926 RECOVERED GOOD.
 TR2008'
 TR2008'BOTH TRIANGULATION MARKER AND REFERENCES 1 AND 3 ARE EASILY SEEN AND
 TR2008'IN GOOD CONDITION.  THESE WERE FOUND WITHOUT BENEFIT OF SURVEY
 TR2008'DESCRIPTION SO IT IS NOT KNOWN WHETHER THERE IS A REFERENCE NO. 2.
 TR2008'THE VICINITY OF MT. CONSTITUTIONS STONE TOWER WAS SEARCHED FOR
 TR2008'REFERENCE 2 BUT IF IT IS THERE IT WAS NOT SEEN.
 TR2008
 TR2008                          STATION RECOVERY (1983)
 TR2008
 TR2008'RECOVERY NOTE BY US POWER SQUADRON 1983 (DWB)
 TR2008'STATION MARK FOUND GOOD.
 TR2008'
 TR2008'RM NO 1 RECOVERED GOOD.
 TR2008'
 TR2008'RM NO 2 STAMPED 1926 RECOVERED GOOD.
 TR2008'
 TR2008'RM NO 3 RECOVERED GOOD.
 TR2008'
 TR2008'RM (NOT MARKED) RECOVERED GOOD.
 TR2008'
 TR2008'NO MEASUREMENTS WERE TAKEN AS ALL POINTS ARE IN SOLID ROCK AND
 TR2008'APPEAR UNDISTURBED.
 TR2008
 TR2008                          STATION RECOVERY (1989)
 TR2008
 TR2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TR2008'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) EAST OF SIDNEY, 25.7 KM
 TR2008'(16.0 MI) NORTHWEST OF ANACORTES, 25.7 KM (16.0 MI) SOUTHWEST OF
 TR2008'BELLINGHAM, 6.4 KM (4.0 MI) SOUTHEAST OF EAST SOUND, IN MORAN STATE
 TR2008'PARK AND ON THE SUMMIT OF A PEAK LOCALLY KNOWN AS MT CONSTITUTION.
 TR2008'THE KEY FOR THE LOCKED POST IN THE CENTER OF THE ROAD CAN BE
 TR2008'OBTAINED FROM THE PARK OFFICE.
 TR2008'TO REACH FROM THE FERRY LANDING ON ORCAS ISLAND GO NORTHERLY ON THE
 TR2008'MAIN ROAD FOR 13.68 KM (8.50 MI) TO THE CITY OF EAST SOUND.  CONTINUE
 TR2008'AHEAD ON THE MAIN ROAD FOR 1.61 KM (1.00 MI) TO A T-INTERSECTION.
 TR2008'TURN RIGHT AND GO SOUTH ON THE SURFACED ROAD FOR 5.31 KM (3.30 MI)
 TR2008'TO THE ENTRANCE TO MORAN STATE PARK.  CONTINUE AHEAD SOUTH ON THE MAIN
 TR2008'ROAD FOR 2.25 KM (1.40 MI) TO A FORK.  TAKE THE LEFT FORK, UPHILL FOR
 TR2008'1.61 KM (1.00 MI) TO A FORK.  TAKE THE LEFT FORK, PASS THROUGH THE
 TR2008'GATE AND CONTINUE UPHILL ON THE SURFACED ROAD FOR 3.70 KM (2.30 MI)
 TR2008'TO A GATE.  CONTINUE AHEAD UPHILL ON THE SURFACED ROAD FOR 2.41 KM
 TR2008'(1.50 MI) TO A SIDE ROAD RIGHT AND A POST WITH A LOCK ON IT IN THE
 TR2008'CENTER OF THE ROAD.  TURN SHARP RIGHT AND GO UPHILL ON THE GRAVELED
 TR2008'ROAD FOR 0.08 KM (0.05 MI) TO THE SUMMIT, THE LOOKOUT TOWER AND THE
 TR2008'STATION.
 TR2008'THE MARK IS SET IN A DRILL HOLE IN BEDROCK.  IT IS 4.63 M (15.19 FT)
 TR2008'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE STONE LOOKOUT TOWER AND
 TR2008'7.54 M (24.74 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 TR2008'STONE LOOKOUT TOWER.N
 TR2008
 TR2008                          STATION RECOVERY (2006)
 TR2008
 TR2008'RECOVERY NOTE BY US POWER SQUADRON 2006 (ANH)
 TR2008'RREFERENCE MARK NO. 1 WAS ALSO RECOVERED IN GOOD CONDITION. IT IS
 TR2008'STAMPED MT CONST R1 1926
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2702 ***********************************************************************
 TR2702  FBN         -  This is a Federal Base Network Control Station.
 TR2702  DESIGNATION -  CONSTITUTION RM
 TR2702  PID         -  TR2702
 TR2702  STATE/COUNTY-  WA/SAN JUAN
 TR2702  USGS QUAD   -  MT CONSTITUTION (1994)
 TR2702
 TR2702                         *CURRENT SURVEY CONTROL
 TR2702  ___________________________________________________________________
 TR2702* NAD 83(1998)-  48 40 38.34979(N)    122 49 50.66266(W)     ADJUSTED  
 TR2702* NAVD 88     -       729.9    (meters)    2395.     (feet)  GPS OBS   
 TR2702  ___________________________________________________________________
 TR2702  X           -  -2,287,867.171 (meters)                     COMP
 TR2702  Y           -  -3,545,895.525 (meters)                     COMP
 TR2702  Z           -   4,767,472.427 (meters)                     COMP
 TR2702  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 TR2702  ELLIP HEIGHT-         708.36  (meters)          (03/21/00) GPS OBS
 TR2702  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 TR2702
 TR2702  HORZ ORDER  -  A
 TR2702  ELLP ORDER  -  THIRD     CLASS II
 TR2702
 TR2702.The horizontal coordinates were established by GPS observations
 TR2702.and adjusted by the National Geodetic Survey in March 2000..
 TR2702.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR2702.DATUM ITEM on the data sheet items page.
 TR2702
 TR2702.The orthometric height was determined by GPS observations and a
 TR2702.high-resolution geoid model.
 TR2702
 TR2702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR2702
 TR2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2702
 TR2702.The ellipsoidal height was determined by GPS observations
 TR2702.and is referenced to NAD 83.
 TR2702
 TR2702.The geoid height was determined by GEOID03.
 TR2702
 TR2702;                    North         East     Units Scale Factor Converg.
 TR2702;SPC WA N     -   188,403.248   352,922.389   MT  0.99998995   -1 29 13.6
 TR2702;SPC WA N     -   618,119.66  1,157,879.54   sFT  0.99998995   -1 29 13.6
 TR2702;UTM  10      - 5,391,599.739   512,459.905   MT  0.99960191   +0 07 37.6
 TR2702
 TR2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2702!SPC WA N     -   0.99988900  x   0.99998995  =   0.99987895
 TR2702!UTM  10      -   0.99988900  x   0.99960191  =   0.99949095
 TR2702
 TR2702                          SUPERSEDED SURVEY CONTROL
 TR2702
 TR2702  NAD 83(1991)-  48 40 38.34680(N)    122 49 50.66297(W) AD(       ) B
 TR2702  ELLIP H (05/29/91)  708.56   (m)                       GP(       ) 4 1
 TR2702
 TR2702.Superseded values are not recommended for survey control.
 TR2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2702.See file dsdata.txt to determine how the superseded data were derived.
 TR2702
 TR2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1246091600(NAD 83)
 TR2702_MARKER: DR = REFERENCE MARK DISK
 TR2702_SETTING: 66 = SET IN ROCK OUTCROP
 TR2702_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TR2702_STAMPING: 4 1936
 TR2702_MARK LOGO: CGS   
 TR2702_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR2702+STABILITY: POSITION/ELEVATION WELL
 TR2702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2702+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 TR2702
 TR2702  HISTORY     - Date     Condition        Report By
 TR2702  HISTORY     - 1936     MONUMENTED       CGS
 TR2702  HISTORY     - 19891017 GOOD             NGS
 TR2702  HISTORY     - 19910220 GOOD             NGS
 TR2702  HISTORY     - 19981010 GOOD             NGS
 TR2702
 TR2702                          STATION DESCRIPTION
 TR2702
 TR2702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 TR2702'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) EAST OF SIDNEY, 25.7 KM
 TR2702'(16.0 MI) NORTHWEST OF ANACORTES, 25.7 KM (16.0 MI) SOUTHWEST OF
 TR2702'BELLINGHAM, 6.4 KM (4.0 MI) SOUTHEAST OF EAST SOUND, IN MORAN STATE
 TR2702'PARK AND ON THE SUMMIT OF A PEAK LOCALLY KNOWN AS MT CONSTITUTION.
 TR2702'THE KEY FOR THE LOCKED POST IN THE CENTER OF THE ROAD CAN BE
 TR2702'OBTAINED FROM THE PARK OFFICE.
 TR2702'TO REACH FROM THE FERRY LANDING ON ORCAS ISLAND GO NORTHERLY ON THE
 TR2702'MAIN ROAD FOR 13.68 KM (8.50 MI) TO THE CITY OF EAST SOUND.  CONTINUE
 TR2702'AHEAD ON THE MAIN ROAD FOR 1.61 KM (1.00 MI) TO A T-INTERSECTION.
 TR2702'TURN RIGHT AND GO SOUTH ON THE SURFACED ROAD FOR 5.31 KM (3.30 MI)
 TR2702'TO THE ENTRANCE TO MORAN STATE PARK.  CONTINUE AHEAD SOUTH ON THE MAIN
 TR2702'ROAD FOR 2.25 KM (1.40 MI) TO A FORK.  TAKE THE LEFT FORK, UPHILL FOR
 TR2702'1.61 KM (1.00 MI) TO A FORK.  TAKE THE LEFT FORK, PASS THROUGH THE
 TR2702'GATE AND CONTINUE UPHILL ON THE SURFACED ROAD FOR 3.70 KM (2.30 MI)
 TR2702'TO A GATE.  CONTINUE AHEAD UPHILL ON THE SURFACED ROAD FOR 2.41 KM
 TR2702'(1.50 MI) TO A SIDE ROAD RIGHT AND A POST WITH A LOCK ON IT IN THE
 TR2702'CENTER OF THE ROAD.  TURN SHARP RIGHT AND GO UPHILL ON THE GRAVELED
 TR2702'ROAD FOR 0.08 KM (0.05 MI) TO THE SUMMIT, THE LOOKOUT TOWER AND THE
 TR2702'STATION.
 TR2702'THE MARK IS SET IN A DRILL HOLE IN BEDROCK.  IT IS 6.9 M (22.6 FT)
 TR2702'SOUTH OF A GUY WIRE ANCHOR, 3 M (9.8 FT) EAST-NORTHEAST OF THE
 TR2702'SOUTHWEST END OF A ROCK WALL, 2.1 M (6.9 FT) NORTHWEST OF THE OUTSIDE
 TR2702'OF THE SOUTHEAST CORNER OF THE ROCKWALL, 1.2 M (3.9 FT) WEST OF THE
 TR2702'EAST SIDE OF THE ROCKWALL, 41.784 M (137.086 FT) SOUTHEAST OF STATION
 TR2702'CONSTITUTION 1911 AND 2 M (6.6 FT) LOWER THAN THE STATION.
 TR2702
 TR2702                          STATION RECOVERY (1991)
 TR2702
 TR2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TR2702'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) EAST OF SIDNEY, 25.7 KM
 TR2702'(16.0 MI) NORTHWEST OF ANACORTES, 25.7 KM (16.0 MI) SOUTHWEST OF
 TR2702'BELLINGHAM, 6.4 KM (4.0 MI) SOUTHEAST OF EAST SOUND, IN MORAN STATE
 TR2702'PARK AND ON THE SUMMIT OF A PEAK LOCALLY KNOWN AS MT CONSTITUTION.
 TR2702'THE KEY FOR THE LOCKED POST IN THE CENTER OF THE ROAD CAN BE OBTAINED
 TR2702'FROM THE PARK OFFICE.
 TR2702'TO REACH FROM THE FERRY LANDING ON ORCAS ISLAND GO NORTHERLY ON THE
 TR2702'MAIN ROAD FOR 13.68 KM (8.50 MI) TO THE CITY OF EAST SOUND.  CONTINUE
 TR2702'AHEAD ON THE MAIN ROAD FOR 1.61 KM (1.00 MI) TO A T-INTERSECTION.
 TR2702'TURN RIGHT AND GO SOUTH ON THE SURFACED ROAD FOR 5.31 KM (3.30 MI) TO
 TR2702'THE ENTRANCE TO MORAN STATE PARK.  CONTINUE AHEAD SOUTH ON THE MAIN
 TR2702'ROAD FOR 2.25 KM (1.40 MI) TO A FORK.  TAKE THE LEFT FORK, UPHILL FOR
 TR2702'1.61 KM (1.00 MI) TO A FORK.  TAKE THE LEFT FORK, PASS THROUGH THE
 TR2702'GATE AND CONTINUE UPHILL ON THE SURFACED ROAD FOR 3.70 KM (2.30 MI)
 TR2702'TO A GATE. CONTINUE AHEAD UPHILL ON THE SURFACED ROAD FOR 2.41 KM
 TR2702'(1.50 MI) TO A SIDE ROAD RIGHT AND A POST WITH A LOCK ON IT IN THE
 TR2702'CENTER OF THE ROAD.  TURN SHARP RIGHT AND GO UPHILL ON THE GRAVELED
 TR2702'ROAD FOR 0.08 KM (0.05 MI) TO THE SUMMIT, THE LOOKOUT TOWER AND THE
 TR2702'STATION.
 TR2702'THE MARK IS SET IN A DRILL HOLE IN BEDROCK.  IT IS 6.9 M (22.6 FT)
 TR2702'SOUTH OF A GUY WIRE ANCHOR, 3 M (9.8 FT) EAST-NORTHEAST OF THE
 TR2702'SOUTHWEST END OF A ROCK WALL, 2.1 M (6.9 FT) NORTHWEST OF THE OUTSIDE
 TR2702'OF THE SOUTHEAST CORNER OF THE ROCKWALL, 1.2 M (3.9 FT) WEST OF THE
 TR2702'EAST SIDE OF THE ROCKWALL, 41.784 M (137.086 FT) SOUTHEAST OF STATION
 TR2702'CONSTITUTION 1911 AND 2 M (6.6 FT) LOWER THAN THE STATION.
 TR2702
 TR2702                          STATION RECOVERY (1998)
 TR2702
 TR2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 TR2702'THE STATION IS LOCATED ABOUT 25 MI (40.2 KM) EAST OF SIDNEY, 16 MI
 TR2702'(25.7 KM) NORTHWEST OF ANACORTES, 16 MI (25.7 KM) SOUTHWEST OF
 TR2702'BELLINGHAM, 4.0 MI (6.4 KM) SOUTHEAST OF EAST SOUND IN MORAN STATE
 TR2702'PARK AND ON THE SUMMIT OF A PEAK KNOWN LOCALLY AS MOUNT CONSTITUTION.
 TR2702'THERE IS A GATE WHICH IS NORMALLY LOCKED AT DUSK BLOCKING ACCESS TO
 TR2702'THE STATION.  A KEY OR COMBINATION MAY BE OBTAINED FROM ERLING MANLEY
 TR2702'AT THE KVOS SUBSTATION PHONE NUMBER 360-376-2304.TO REACH THE STATION
 TR2702'FROM THE FERRY LANDING ON ORCAS ISLAND, GO NORTHERLY ON THE MAIN ROAD
 TR2702'FOR 8.5 MI (13.7 KM) TO THE CITY OF EAST SOUND.  CONTINUE AHEAD ON THE
 TR2702'MAIN ROAD FOR 1.0 MI (1.6 KM) TO A T-INTERSECTION.  TURN RIGHT AND GO
 TR2702'SOUTH ON THE SURFACED ROAD FOR 3.3 MI (5.3 KM) TO THE ENTRANCE OF
 TR2702'MORAN STATE PARK.  CONTINUE SOUTH FOR 1.4 MI (2.3 KM) TO A FORK, TAKE
 TR2702'THE LEFT FORK AND PROCEED UP HILL FOR 1.0 MI (1.6 KM) TO A FORK, TAKE
 TR2702'THE LEFT FORK, PASS THROUGH A GATE AND CONTINUE UPHILL FOR 2.3 MI (3.7
 TR2702'KM) TO ANOTHER GATE, CONTINUE AHEAD UPHILL FOR 1.5 MI (2.4 KM) TO A
 TR2702'SIDE ROAD RIGHT AND A POST WITH A LOCK ON IT IN THE CENTER OF THE
 TR2702'ROAD. TURN SHARP RIGHT AND PROCEED UPHILL ON THE GRAVELLED ROAD FOR
 TR2702'0.05 MI (0.08 KM) TO THE SUMMIT, A LOOKOUT TOWER AND THE STATION.  THE
 TR2702'STATION MARK IS SET IN A DRILL HOLE IN A ROCK OUTCROPPING.  IT IS,
 TR2702'22.6 FT (6.9 M) SOUTH OF A GUY WIRE ANCHOR, 9.8 FT (3.0 M)
 TR2702'EAST-NORTHEAST OF THE SOUTHWEST END OF A ROCK WALL, 6.9 FT (2.1 M)
 TR2702'NORTHWEST OF THE OUTSIDE OF THE SOUTHEAST CORNER OF THE ROCKWALL, 3.9
 TR2702'FT (1.2 M) WEST OF THE EAST SIDE OF THE ROCKWALL, 137.086 FT (41.784
 TR2702'M) SOUTHEAST OF STATION CONSTITUTION 1911 AND ABOUT 2 M (6.6 FT) LOWER
 TR2702'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1301 ***********************************************************************
 TR1301  DESIGNATION -  CONTROL
 TR1301  PID         -  TR1301
 TR1301  STATE/COUNTY-  WA/ISLAND
 TR1301  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1301
 TR1301                         *CURRENT SURVEY CONTROL
 TR1301  ___________________________________________________________________
 TR1301* NAD 83(1991)-  48 16 57.06617(N)    122 37 20.42279(W)     ADJUSTED  
 TR1301* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 TR1301  ___________________________________________________________________
 TR1301  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 TR1301  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 TR1301
 TR1301  HORZ ORDER  -  SECOND
 TR1301
 TR1301.This mark is at Oak Harbor Air Park  (76S)
 TR1301
 TR1301.The horizontal coordinates were established by classical geodetic methods
 TR1301.and adjusted by the National Geodetic Survey in December 1991..
 TR1301
 TR1301.The orthometric height was scaled from a topographic map.
 TR1301
 TR1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1301
 TR1301.The geoid height was determined by GEOID03.
 TR1301
 TR1301;                    North         East     Units Scale Factor Converg.
 TR1301;SPC WA N     -   144,137.433   367,244.396   MT  0.99994637   -1 19 55.0
 TR1301;SPC WA N     -   472,890.89  1,204,867.66   sFT  0.99994637   -1 19 55.0
 TR1301;UTM  10      - 5,347,770.669   528,017.583   MT  0.99960964   +0 16 54.8
 TR1301
 TR1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1301!SPC WA N     -   1.00000067  x   0.99994637  =   0.99994704
 TR1301!UTM  10      -   1.00000067  x   0.99960964  =   0.99961031
 TR1301
 TR1301:                Primary Azimuth Mark                     Grid Az
 TR1301:SPC WA N     -  RNG NAVY WHIDBEY RADIO NUW               015 58 48.3
 TR1301:UTM  10      -  RNG NAVY WHIDBEY RADIO NUW               014 21 58.5
 TR1301
 TR1301|---------------------------------------------------------------------|
 TR1301| PID    Reference Object                     Distance      Geod. Az  |
 TR1301|                                                           dddmmss.s |
 TR1301| TR1276 RNG NAVY WHIDBEY RADIO NUW          APPROX. 1.7 KM 0143853.3 |
 TR1301| TR0457 AMMO                                APPROX. 2.9 KM 0495434.5 |
 TR1301| CF7703 CONTROL RM 3                          0.692 METERS 09204     |
 TR1301| TR1292 FORBES PT LT                        APPROX. 1.4 KM 1853720.0 |
 TR1301| TR1339 WHIDBEY IS NAS OAK HBR PAT MST      APPROX. 0.6 KM 2384531.1 |
 TR1301| TR1372 BASE NAS 1951                       362.542 METERS 27051     |
 TR1301| CF7701 CONTROL RM 1                          6.130 METERS 27201     |
 TR1301| CF7704 CONTROL RM 4                          6.129 METERS 27204     |
 TR1301| TR1377 OAK HARBOR WATER TANK               APPROX. 2.1 KM 2973123.9 |
 TR1301| TR1300 WHIDBEY IS NAS CONTROL TWR BCN        3.300 METERS 34338     |
 TR1301| CF7702 CONTROL RM 2                          4.795 METERS 35252     |
 TR1301|---------------------------------------------------------------------|
 TR1301
 TR1301                          SUPERSEDED SURVEY CONTROL
 TR1301
 TR1301  NAD 83(1986)-  48 16 57.06912(N)    122 37 20.42808(W) AD(       ) 2
 TR1301  NAD 27      -  48 16 57.71200(N)    122 37 15.81700(W) AD(       ) 2
 TR1301
 TR1301.Superseded values are not recommended for survey control.
 TR1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1301.See file dsdata.txt to determine how the superseded data were derived.
 TR1301
 TR1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2801847771(NAD 83)
 TR1301_MARKER: Z = SEE DESCRIPTION
 TR1301_SETTING: 0 = UNSPECIFIED SETTING
 TR1301
 TR1301  HISTORY     - Date     Condition        Report By
 TR1301  HISTORY     - 1951     MONUMENTED       CGS
 TR1301  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR1301  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1301  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR1301  HISTORY     - 1987     MARK NOT FOUND   LOCENG
 TR1301
 TR1301                          STATION DESCRIPTION
 TR1301
 TR1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 TR1301'STATION IS LOCATED ON THE NORTHERN END OF WHIDBEY ISLAND AT THE
 TR1301'NAVAL AIR STATION ON THE WESTERN SIDE OF CRESCENT HARBOR.  STATION IS
 TR1301'LOCATED ATOP THE CONTROL TOWER ABOUT 2 FEET FROM THE EASTERN
 TR1301'PARAPET WALL.  STATION IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 TR1301'IN THE ROOF OF THE TOWER AND IS STAMPED CONTROL 1951.
 TR1301'
 TR1301'REFERENCE MARK NO. 1 IS A CHISELED CROSS LOCATED IN THE CENTER OF
 TR1301'THE TOP OF THE WEST PARAPET WALL ABOUT 4.3 FEET FROM THE SW CORNER
 TR1301'OF THE PARAPET.
 TR1301'
 TR1301'REFERENCE MARK NO. 2 IS A CHISELED CROSS LOCATED IN THE VERTICAL
 TR1301'FACE OF THE NE CORNER OF THE PARAPET WALL ABOUT 4.3 FEET FROM THE SW
 TR1301'CORNER OF THE PARAPET.
 TR1301'
 TR1301'REFERENCE MARK NO. 2 IS A CHISELED CROSS LOCATED IN THE VERTICAL
 TR1301'FACE OF THE NE CORNER OF THE PARAPET WALL AND ABOUT 2 INCHES FROM
 TR1301'THE TOP.
 TR1301
 TR1301                          STATION RECOVERY (1954)
 TR1301
 TR1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR1301'THE STATION AND REFERENCE MARKS WERE RECOVERED, AS DESCRIBED, IN
 TR1301'GOOD CONDITION AND THE DISTANCES AND DIRECTIONS TO THE MARKS WERE
 TR1301'CHECKED.  THE 1951 DESCRIPTION IS ADEQUATE.
 TR1301'
 TR1301'OBSERVATIONS WERE MADE FROM A 6 FOOT STAND.
 TR1301
 TR1301                          STATION RECOVERY (1960)
 TR1301
 TR1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1301'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED.
 TR1301'REFERENCE MARK 2 IS NOT DISTINGUISHABLE AS THE CONCRETE HAS WORN AND
 TR1301'THE CROSS COULD NOT BE IDENTIFIED.  THE DISTANCE WAS MEASURED TO
 TR1301'REFERENCE MARK 1 AND CHECKED THE 1951 MEASUREMENT.
 TR1301'
 TR1301'REFERENCE MARK 3 AND 4 WERE ESTABLISHED.
 TR1301'
 TR1301'REFERENCE MARK 3 IS AN X CUT IN THE ROUND HEAD OF A BRASS SCREW
 TR1301'AND WASHER SET IN THE TOP OF THE CONCRETE PARAPET AT THE EAST EDGE OF
 TR1301'THE ROOF, 2.3 FEET NORTH OF A BEND IN THE PARAPET AT THE SOUTHEAST
 TR1301'CORNER OF THE ROOF.
 TR1301'
 TR1301'REFERENCE MARK 4 IS AN X CUT IN THE HEAD OF A ROUND BRASS SCREW
 TR1301'AND WASHER SET IN THE WEST EDGE OF THE PARAPET, 1.8 FEET
 TR1301'NORTH-NORTHWEST OF A 3-INCH IRON PIPE WHICH PROJECTS 2.5 FEET ABOVE
 TR1301'THE ROOF, AND 4.4 FEET NORTH OF A BEND IN THE PARAPET AT THE
 TR1301'SOUTHWEST CORNER OF THE ROOF.
 TR1301
 TR1301                          STATION RECOVERY (1967)
 TR1301
 TR1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGT)
 TR1301'THE STATION, REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 TR1301'CONDITION AS DESCRIBED BY L.G.T. IN 1960.
 TR1301
 TR1301                          STATION RECOVERY (1987)
 TR1301
 TR1301'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987 (PS)
 TR1301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1921 ***********************************************************************
 SA1921  DESIGNATION -  CONTROL MK EL 1178 4
 SA1921  PID         -  SA1921
 SA1921  STATE/COUNTY-  WA/WALLA WALLA
 SA1921  USGS QUAD   -  WALLA WALLA (1978)
 SA1921
 SA1921                         *CURRENT SURVEY CONTROL
 SA1921  ___________________________________________________________________
 SA1921* NAD 83(1998)-  46 05 19.52845(N)    118 16 57.78503(W)     ADJUSTED  
 SA1921* NAVD 88     -       360.0    (meters)    1181.     (feet)  GPS OBS   
 SA1921  ___________________________________________________________________
 SA1921  X           -  -2,099,722.899 (meters)                     COMP
 SA1921  Y           -  -3,902,428.009 (meters)                     COMP
 SA1921  Z           -   4,572,339.911 (meters)                     COMP
 SA1921  LAPLACE CORR-          11.59  (seconds)                    DEFLEC99
 SA1921  ELLIP HEIGHT-         339.56  (meters)          (10/02/01) GPS OBS
 SA1921  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 SA1921
 SA1921  HORZ ORDER  -  THIRD
 SA1921  ELLP ORDER  -  FOURTH    CLASS I
 SA1921
 SA1921.The horizontal coordinates were established by GPS observations
 SA1921.and adjusted by the National Geodetic Survey in October 2001..
 SA1921.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA1921.DATUM ITEM on the data sheet items page.
 SA1921
 SA1921.The orthometric height was determined by GPS observations and a
 SA1921.high-resolution geoid model.
 SA1921
 SA1921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA1921
 SA1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1921
 SA1921.The ellipsoidal height was determined by GPS observations
 SA1921.and is referenced to NAD 83.
 SA1921
 SA1921.The geoid height was determined by GEOID03.
 SA1921
 SA1921;                    North         East     Units Scale Factor Converg.
 SA1921;SPC WA S     -    86,375.265   671,452.298   MT  0.99995188   +1 36 38.2
 SA1921;SPC WA S     -   283,382.85  2,202,923.08   sFT  0.99995188   +1 36 38.2
 SA1921;SPC OR N     -   271,513.533 2,671,465.684   MT  1.00002379   +1 34 20.9
 SA1921;SPC OR N     -   890,792.43  8,764,651.19   iFT  1.00002379   +1 34 20.9
 SA1921;UTM  11      - 5,104,708.930   400,835.409   MT  0.99972088   -0 55 27.0
 SA1921
 SA1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1921!SPC WA S     -   0.99994677  x   0.99995188  =   0.99989865
 SA1921!SPC OR N     -   0.99994677  x   1.00002379  =   0.99997056
 SA1921!UTM  11      -   0.99994677  x   0.99972088  =   0.99966767
 SA1921
 SA1921                          SUPERSEDED SURVEY CONTROL
 SA1921
 SA1921  NAD 83(1991)-  46 05 19.52848(N)    118 16 57.78524(W) AD(       ) 3
 SA1921  ELLIP H (06/15/99)  339.59   (m)                       GP(       ) 4 1
 SA1921  NAD 83(1991)-  46 05 19.52710(N)    118 16 57.78438(W) AD(       ) 2
 SA1921  NAD 83(1991)-  46 05 19.52710(N)    118 16 57.78438(W) AD(       ) 2
 SA1921  NAD 83(1986)-  46 05 19.53052(N)    118 16 57.77816(W) AD(       ) 2
 SA1921  NAD 27      -  46 05 20.03747(N)    118 16 53.91595(W) AD(       ) 2
 SA1921
 SA1921.Superseded values are not recommended for survey control.
 SA1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1921.See file dsdata.txt to determine how the superseded data were derived.
 SA1921
 SA1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM0083504709(NAD 83)
 SA1921_MARKER: DD = SURVEY DISK
 SA1921_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SA1921_SP_SET: INTO PAVEMENT OF ROAD/TAXIWAY
 SA1921_STAMPING: N 53716-26 E 56846-80 EL 1178-4
 SA1921_MARK LOGO: USE   
 SA1921_PROJECTION: FLUSH
 SA1921_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1921+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 SA1921
 SA1921  HISTORY     - Date     Condition        Report By
 SA1921  HISTORY     - 1963     MONUMENTED       CGS
 SA1921  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SA1921  HISTORY     - 1977     SEE DESCRIPTION  NGS
 SA1921  HISTORY     - 19811105 GOOD             NGS
 SA1921  HISTORY     - 19960721 GOOD             CHANCE
 SA1921  HISTORY     - 19970829 GOOD             NGS
 SA1921  HISTORY     - 20030905 GOOD             GEOCAC
 SA1921
 SA1921                          STATION DESCRIPTION
 SA1921
 SA1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 SA1921'THE STATION IS LOCATED AT THE WALLA WALLA CITY COUNTY AIRPORT ABOUT
 SA1921'3 MILES EAST-NORTHEAST OF WALLA WALLA, 0.15 MILE SOUTHWEST OF THE
 SA1921'AIRPORT TERMINAL BUILDING AND 0.1 MILE WEST OF THE INTERSECTION OF
 SA1921'FIRST AND A STREETS.
 SA1921'
 SA1921'THE MARK IS A BRASS DISK OF THE U.S. ARMY ENGINEERS, STAMPED N
 SA1921'53716-26 E 56646-80 EL 1179-4, CEMENTED IN A DRILL HOLE IN THE TOP
 SA1921'OF THE CONCRETE APRON.  IT IS 37 FEET NORTH OF A FIRE PLUG, 31.8
 SA1921'FEET WEST OF A METAL WITNESS POST, 4.6 FEET WEST OF THE EAST EDGE OF
 SA1921'THE CONCRETE APRON AND AT ABOUT THE SAME ELEVATION AS TRIANGULATION
 SA1921'STATION WALAIR.
 SA1921'
 SA1921'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WALAIR,
 SA1921'THE DISTANCE BEING 34.74 FEET OR 10.589 METERS WEST.
 SA1921
 SA1921                          STATION RECOVERY (1967)
 SA1921
 SA1921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA1921'THE MARK WAS RECOVERED AS DESCRIBED BY J.C.C. IN 1963.
 SA1921
 SA1921                          STATION RECOVERY (1977)
 SA1921
 SA1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVD)
 SA1921'RECOVERED AS DESCRIBED.
 SA1921'
 SA1921'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES EAST.
 SA1921
 SA1921                          STATION RECOVERY (1981)
 SA1921
 SA1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (LLR)
 SA1921'THE STATION IS LOCATED AT THE WALLA WALLA CITY-COUNTY AIRPORT ABOUT
 SA1921'4.8 KM (3.00 MI) EAST-NORTHEAST OF WALLA WALLA, 0.24 KM (0.15 MI)
 SA1921'SOUTHWEST OF THE AIRPORT TERMINAL AND NEAR THE SOUTHWEST SIDE OF THE
 SA1921'LARGE CONCRETE APRON IN FRONT OF THE LARGEST HANGAR AT THE AIRPORT.
 SA1921'PERMISSION TO VISIT THE STATION SHOULD BE OBTAINED AT THE AIRORT
 SA1921'OFFICE. TO REACH FROM THE WALLA WALLA COUNTY COURT HOUSE IN WALLA
 SA1921'WALLA, GO EAST ON MAIN STREET FOR 5.15 KM (3.20 MI) TO A CROSS ROAD
 SA1921'AND SIGN WALLA WALLA AIRPORT.  TURN LEFT AND GO 0.88 KM (0.55 MI) TO A
 SA1921'SIDE ROAD LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO 0.08 KM (0.05
 SA1921'MI)  TO THE STATION IN FRONT OF THE CASCADE AIRWAYS HANGAR. THE MARK
 SA1921'IS SET IN A DRILL HOLE IN THE CIRCULAR CONCRETE APRON.  IT IS 15.95 M
 SA1921'(52.33 FT) NORTHWEST OF THE NORTHWEST CORNER OF HANGAR NUMBER 35,
 SA1921'10.97 M (35.99 FT) NORTHEAST OF A FIR HYDRANT, 8.63 M (28.31 FT) SOUTH
 SA1921'OF THE SOUTHEAST CORNER OF A LONG HANGAR AND 3.36 M (11.02 FT)
 SA1921'EAST-NORTHEAST OF THE CENTER OF A DRAIN.
 SA1921
 SA1921                          STATION RECOVERY (1996)
 SA1921
 SA1921'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SA1921'STATION IS LOCATED ABOUT 13 MILES (20.9 KM) SOUTHWEST OF WAITSBURG, 6
 SA1921'MILES (9.7 KM) NORTH OF THE OREGON - WASHINGTON STATE LINE, IN
 SA1921'NORTHEAST WALLA WALLA AT THE WALLA WALLA REGIONAL AIRPORT, LARRY ADAMS
 SA1921'- AIRPORT MANAGER, PHONE 509-529-0843  TO REACH THE STATION FRON THE
 SA1921'JUNCTION OF US HIGHWAY 12 AND -A- STREET IN WALLA WALLA, PROCEED NORTH
 SA1921'AND WEST ON -A- STREET 0.4 MILES (0.6 KM) TO AN ENTRANCE ON THE LEFT,
 SA1921'TURN LEFT AND PROCEED WEST TO THE ENTRANCE GATE, OBTAIN PERMISSION,
 SA1921'PASS THROUGH THE GATE AND PROCEED NORTHWEST ACROSS THE RAMP 0.05 MILES
 SA1921'(0.08 KM) TO THE STATION 10 M (32.8 FT) NORTH OF THE FIRE HYDRANT, SET
 SA1921'IN THE CONCRETE APRON  THE STATION IS A US ARMY ENGINEERS CONTROL
 SA1921'STATION DISK SET IN THE CONCRETE APRON, SET FLUSH WITH THE CONCRETE
 SA1921'SURFACE.  THE STATION IS LOCATED 10.95 M (35.93 FT) NORTH OF THE FIRE
 SA1921'HYDRANT, 8.8 M (28.9 FT) EAST OF THE NORTHEAST CORNER OF THE THIRD
 SA1921'T-HANGAR SOUTH OF THE MAIN RAMP AREA, 16.0 M (52.5 FT) WEST OF THE
 SA1921'SOUTHWEST CORNER OF THE -NORTHWEST INTERNATIONAL INDUSTRIES- HANGAR
 SA1921'(OLD MAIN HANGAR) , 3.7 M (12.1 FT) NORTH OF THE CENTER OF A DRAIN
 SA1921'INLET, 59.10 M (193.90 FT) NORTHWEST OF THE CENTERLINE OF THE ENTRANCE
 SA1921'GATE AND 55.6 M (182.4 FT) NORTHWEST OF THE SURVEY MONUMENT -WALAIR 2-
 SA1921
 SA1921                          STATION RECOVERY (1997)
 SA1921
 SA1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 SA1921'RECOVERED AS DESCRIBED.
 SA1921
 SA1921                          STATION RECOVERY (2003)
 SA1921
 SA1921'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA1921'POST 9 11 ACCESS REQUIRES ESCORT OBTAINABLE FROM AIRPORT
 SA1921'SECURITY(/)FIRE DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1785 ***********************************************************************
 SY1785  DESIGNATION -  COOK 1936
 SY1785  PID         -  SY1785
 SY1785  STATE/COUNTY-  WA/THURSTON
 SY1785  USGS QUAD   -  SUMMIT LAKE (1981)
 SY1785
 SY1785                         *CURRENT SURVEY CONTROL
 SY1785  ___________________________________________________________________
 SY1785* NAD 83(1991)-  47 03 52.36409(N)    123 00 28.49056(W)     ADJUSTED  
 SY1785* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY1785  ___________________________________________________________________
 SY1785  LAPLACE CORR-          -8.48  (seconds)                    DEFLEC99
 SY1785  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SY1785
 SY1785  HORZ ORDER  -  THIRD
 SY1785
 SY1785.The horizontal coordinates were established by classical geodetic methods
 SY1785.and adjusted by the National Geodetic Survey in December 1991..
 SY1785
 SY1785.The orthometric height was scaled from a topographic map.
 SY1785
 SY1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1785
 SY1785.The geoid height was determined by GEOID03.
 SY1785
 SY1785;                    North         East     Units Scale Factor Converg.
 SY1785;SPC WA S     -   195,456.692   309,529.620   MT  0.99994960   -1 49 18.3
 SY1785;SPC WA S     -   641,260.83  1,015,515.09   sFT  0.99994960   -1 49 18.3
 SY1785;UTM  10      - 5,212,336.897   499,399.055   MT  0.99960000   -0 00 20.9
 SY1785
 SY1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1785!SPC WA S     -   1.00000302  x   0.99994960  =   0.99995262
 SY1785!UTM  10      -   1.00000302  x   0.99960000  =   0.99960302
 SY1785
 SY1785                          SUPERSEDED SURVEY CONTROL
 SY1785
 SY1785  NAD 83(1986)-  47 03 52.36228(N)    123 00 28.50022(W) AD(       ) 3
 SY1785  NAD 27      -  47 03 53.01900(N)    123 00 23.97800(W) AD(       ) 3
 SY1785
 SY1785.Superseded values are not recommended for survey control.
 SY1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1785.See file dsdata.txt to determine how the superseded data were derived.
 SY1785
 SY1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9939912337(NAD 83)
 SY1785_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1785+STABILITY: SURFACE MOTION
 SY1785
 SY1785  HISTORY     - Date     Condition        Report By
 SY1785  HISTORY     - 1936     MONUMENTED       CGS
 SY1785  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY1785
 SY1785                          STATION DESCRIPTION
 SY1785
 SY1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1785'THE STATION IS LOCATED ON THE EAST SIDE OF ELD INLET ABOUT 1/2
 SY1785'MILE SOUTH-EAST OF ROCKY POINT.  IT IS LOCATED ON A SMALL ROUNDING
 SY1785'POINT WHICH IS THE LAST POINT WHICH WILL SEE BACK TO STATION
 SY1785'OWEN.  AT THIS POINT THERE IS A BLUFF LINE AT HIGH WATER ABOUT 6
 SY1785'FEET HIGH.  STATION COVERS ABOUT 2 FEET AT HIGH WATER.
 SY1785'
 SY1785'R.M. 1 IS SET DIRECTLY INSHORE AT THE HIGH WATER LINE.
 SY1785'
 SY1785'R.M. 2 IS SET TO THE SOUTH ALONG THE BEACH AT THE HIGH WATER LINE.
 SY1785'
 SY1785'*ANGLES TAKEN BY PROTRACTOR FROM PLANETABLE SKETCH.
 SY1785
 SY1785                          STATION RECOVERY (1954)
 SY1785
 SY1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY1785'THE STATION AND REFERENCE MARKS WERE RECOVERED, AS DESCRIBED, IN
 SY1785'GOOD CONDITION.
 SY1785'
 SY1785'THIS STATION WAS NOT OCCUPIED DURING THE 1954 SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1476 ***********************************************************************
 SY1476  DESIGNATION -  COOK AZ MK 2
 SY1476  PID         -  SY1476
 SY1476  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1476  USGS QUAD   -  STEVENS CREEK (1990)
 SY1476
 SY1476                         *CURRENT SURVEY CONTROL
 SY1476  ___________________________________________________________________
 SY1476* NAD 83(1986)-  47 20 11.     (N)    123 54 26.     (W)     SCALED    
 SY1476* NAVD 88     -       168.738  (meters)     553.60   (feet)  ADJUSTED  
 SY1476  ___________________________________________________________________
 SY1476  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 SY1476  DYNAMIC HT  -         168.764 (meters)     553.69  (feet)  COMP
 SY1476  MODELED GRAV-     980,769.5   (mgal)                       NAVD 88
 SY1476
 SY1476  VERT ORDER  -  FIRST     CLASS I
 SY1476
 SY1476.The horizontal coordinates were scaled from a topographic map and have
 SY1476.an estimated accuracy of +/- 6 seconds.
 SY1476
 SY1476.The orthometric height was determined by differential leveling
 SY1476.and adjusted by the National Geodetic Survey in June 1991..
 SY1476
 SY1476.The geoid height was determined by GEOID03.
 SY1476
 SY1476.The dynamic height is computed by dividing the NAVD 88
 SY1476.geopotential number by the normal gravity value computed on the
 SY1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1476.degrees latitude (g = 980.6199 gals.).
 SY1476
 SY1476.The modeled gravity was interpolated from observed gravity values.
 SY1476
 SY1476;                    North         East    Units  Estimated Accuracy
 SY1476;SPC WA S     -   228,210.      242,570.      MT  (+/- 180 meters Scaled)
 SY1476
 SY1476                          SUPERSEDED SURVEY CONTROL
 SY1476
 SY1476  NGVD 29 (??/??/??)  167.703  (m)          550.21   (f) ADJUSTED    1 1
 SY1476
 SY1476.Superseded values are not recommended for survey control.
 SY1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1476.See file dsdata.txt to determine how the superseded data were derived.
 SY1476
 SY1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT314429(NAD 83)
 SY1476_MARKER: DZ = AZIMUTH MARK DISK
 SY1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1476_STAMPING: COOK AZI 2 1967
 SY1476_MARK LOGO: CGS   
 SY1476_PROJECTION: FLUSH
 SY1476_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1476+STABILITY: SURFACE MOTION
 SY1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1476+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1987
 SY1476
 SY1476  HISTORY     - Date     Condition        Report By
 SY1476  HISTORY     - 1967     MONUMENTED       CGS
 SY1476  HISTORY     - 1974     GOOD             NGS
 SY1476  HISTORY     - 19870316 GOOD             NGS
 SY1476
 SY1476                          STATION DESCRIPTION
 SY1476
 SY1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1476'5.45 MI S FROM NEILTON.
 SY1476'ABOUT 5.45 MILES SOUTH ALONG U. S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1476'NEILTON, ABOUT 100 YARDS SOUTH OF THE SOUTH END OF AN S CURVE, 0.35
 SY1476'MILE NORTH OF THE JUNCTION OF NEWBURY CREEK ROAD LEADING EAST, 46 FEET
 SY1476'WEST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET NORTH OF THE SUMMIT OF
 SY1476'A SLIGHT RISE, 143 1/2 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM
 SY1476'POWER LINE POLE WITH GUY WIRE, 1.5 FEET NORTHEAST OF A METAL WITNESS
 SY1476'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 SY1476'OF A CONCRETE POST PROJECTING 0.4 FOOT.  SECTION 2, T 21N, R 10W.
 SY1476
 SY1476                          STATION RECOVERY (1987)
 SY1476
 SY1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DAW)
 SY1476'THE STATION IS LOCATED ABOUT 13 KM (8.05 MI) SOUTHEAST OF LAKE
 SY1476'QUINAULT, 11.3 KM (7.00 MI) NORTHEAST OF HUMPTULIPS AND ON
 SY1476'RIGHT-OF-WAY FOR US HIGHWAY 101 AT THE SUMMIT OF A RISE AT THE NORTH
 SY1476'END OF A CURVE. TO REACH FROM THE POST OFFICE AT HUMPTULIPS, GO NORTH
 SY1476'ON US HIGHWAY 101 FOR 12.23 KM (7.60 MI) TO A SIDE ROAD RIGHT AND THE
 SY1476'STATION. THE MARK IS SET IN THE TOP OF A 0.3 M (1.0 FT) SQUARE
 SY1476'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 14.0 M
 SY1476'(45.9 FT) WEST OF THE CENTER OF US HIGHWAY 101 AND 0.3 M (1.0 FT)
 SY1476'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2681 ***********************************************************************
 RC2681  DESIGNATION -  COOK POINT RANGE REAR
 RC2681  PID         -  RC2681
 RC2681  STATE/COUNTY-  WA/SKAMANIA
 RC2681  USGS QUAD   -  MT DEFIANCE (1994)
 RC2681
 RC2681                         *CURRENT SURVEY CONTROL
 RC2681  ___________________________________________________________________
 RC2681* NAD 83(1991)-  45 42 41.15279(N)    121 39 01.80032(W)     ADJUSTED  
 RC2681* NAVD 88     -        40.3    (meters)     132.     (feet)  VERTCON   
 RC2681  ___________________________________________________________________
 RC2681  X           -  -2,341,032.377 (meters)                     COMP
 RC2681  Y           -  -3,797,789.418 (meters)                     COMP
 RC2681  Z           -   4,542,922.666 (meters)                     COMP
 RC2681  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 RC2681  ELLIP HEIGHT-          18.98  (meters)          (12/09/91) GPS OBS
 RC2681  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RC2681
 RC2681  HORZ ORDER  -  THIRD
 RC2681  ELLP ORDER  -  FOURTH    CLASS I
 RC2681
 RC2681.The horizontal coordinates were established by GPS observations
 RC2681.and adjusted by the National Geodetic Survey in December 1991..
 RC2681
 RC2681.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2681
 RC2681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2681
 RC2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2681
 RC2681.The ellipsoidal height was determined by GPS observations
 RC2681.and is referenced to NAD 83.
 RC2681
 RC2681.The geoid height was determined by GEOID03.
 RC2681
 RC2681;                    North         East     Units Scale Factor Converg.
 RC2681;SPC WA S     -    42,679.550   410,416.810   MT  1.00002986   -0 50 08.6
 RC2681;SPC WA S     -   140,024.49  1,346,509.15   sFT  1.00002986   -0 50 08.6
 RC2681;SPC OR N     -   227,859.596 2,410,424.762   MT  0.99993943   -0 48 57.3
 RC2681;SPC OR N     -   747,570.85  7,908,217.72   iFT  0.99993943   -0 48 57.3
 RC2681;UTM  10      - 5,062,871.894   605,036.555   MT  0.99973564   +0 57 58.0
 RC2681
 RC2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2681!SPC WA S     -   0.99999702  x   1.00002986  =   1.00002688
 RC2681!SPC OR N     -   0.99999702  x   0.99993943  =   0.99993645
 RC2681!UTM  10      -   0.99999702  x   0.99973564  =   0.99973267
 RC2681
 RC2681:                Primary Azimuth Mark                     Grid Az
 RC2681:SPC WA S     -  COOK POINT RANGE FRONT                   248 23 07.3
 RC2681:SPC OR N     -  COOK POINT RANGE FRONT                   248 21 56.0
 RC2681:UTM  10      -  COOK POINT RANGE FRONT                   246 35 00.7
 RC2681
 RC2681|---------------------------------------------------------------------|
 RC2681| PID    Reference Object                     Distance      Geod. Az  |
 RC2681|                                                           dddmmss.s |
 RC2681| RC2680 COOK POINT RANGE FRONT              APPROX. 0.9 KM 2473258.7 |
 RC2681|---------------------------------------------------------------------|
 RC2681
 RC2681                          SUPERSEDED SURVEY CONTROL
 RC2681
 RC2681  NAD 83(1991)-  45 42 41.15279(N)    121 39 01.80032(W) AD(       ) 3
 RC2681  NAD 83(1986)-  45 42 41.16670(N)    121 39 01.80298(W) AD(       ) 3
 RC2681  NAD 27      -  45 42 41.73890(N)    121 38 57.53553(W) AD(       ) 3
 RC2681  NGVD 29 (03/22/89)   39.3    (m)          129.     (f) GPS OBS        
 RC2681
 RC2681.Superseded values are not recommended for survey control.
 RC2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2681.See file dsdata.txt to determine how the superseded data were derived.
 RC2681
 RC2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR0503762872(NAD 83)
 RC2681_MARKER: 15 = RANGE MARKER
 RC2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2681+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2005
 RC2681
 RC2681  HISTORY     - Date     Condition        Report By
 RC2681  HISTORY     - 1987     FIRST OBSERVED   NGS
 RC2681  HISTORY     - 20050203 GOOD             USPSQD
 RC2681
 RC2681                          STATION DESCRIPTION
 RC2681
 RC2681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 RC2681'THE STATION, COOK POINT RANGE, REAR,
 RC2681'IS LOCATED ABOUT 12.9 KM (8 MI) EAST-SOUTHEAST OF CARSON,
 RC2681'10.1 KM (6.25 MI) EAST-NORTHEAST OF HOOD RIVER OR, BETWEEN THE
 RC2681'RAILROAD AND COLUMBIA RIVER.
 RC2681'OWNERSHIP--RAILROAD RIGHT-OF-WAY, RIGHT OF ENTRY MAINTAINED BY U.S.
 RC2681'COAST GUARD.
 RC2681'
 RC2681'TO REACH THE STATION FROM THE POST OFFICE IN BINGEN, GO
 RC2681'WEST FOR 2.0 KM (1.25 MI) ON STATE HIGHWAY 14 TO THE HOOD RIVER
 RC2681'TOLL BRIDGE ON THE LEFT.
 RC2681'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 13.4 KM (8.3 MI) ON HIGHWAY
 RC2681'14 TO THE EAST END OF THE HIGHWAY BRIDGE OVER LITTLE WHITE SALMON
 RC2681'RIVER.
 RC2681'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.2 KM (0.15 MI) ON HIGHWAY
 RC2681'14 TO THE STATION ON THE LEFT.  VEHICLE PARKING IS AVAILABLE AT A
 RC2681'GRAVELED TURNOUT ON NORTH SIDE OF HIGHWAY ABOUT 0.2 KM (0.1 MI) WEST
 RC2681'OF STATION.
 RC2681'
 RC2681'THE LANDMARK, COOK POINT RANGE, REAR, IS A WHITE RANGE LIGHT AT THE
 RC2681'WEST CORNER OF A METAL PLATFORM ATOP A FOUR-LEGGED METAL TOWER
 RC2681'ABOUT 6.7 METERS (22 FT) ABOVE GROUND.  THERE IS A RANGE BOARD
 RC2681'MOUNTED ON WEST LEG OF TOWER.  GPS ANTENNA HEIGHT WAS MEASURED TO
 RC2681'THE APPROXIMATE CENTER OF THE RANGE LIGHT LENS.
 RC2681'
 RC2681'COLUMBIA RIVER CG SURVEY, WASHINGTON, SEPT-OCT 1987.
 RC2681'
 RC2681'THIS STATION SUITABLE FOR GPS SURVEYS.
 RC2681'
 RC2681'DESCRIBED BY D.F. CALLAHAN.
 RC2681
 RC2681                          STATION RECOVERY (2005)
 RC2681
 RC2681'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 RC2681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1478 ***********************************************************************
 SY1478  DESIGNATION -  COOK RESET
 SY1478  PID         -  SY1478
 SY1478  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1478  USGS QUAD   -  STEVENS CREEK (1990)
 SY1478
 SY1478                         *CURRENT SURVEY CONTROL
 SY1478  ___________________________________________________________________
 SY1478* NAD 83(1991)-  47 20 24.81140(N)    123 54 24.46460(W)     ADJUSTED  
 SY1478* NAVD 88     -       174.992  (meters)     574.12   (feet)  ADJUSTED  
 SY1478  ___________________________________________________________________
 SY1478  LAPLACE CORR-          17.51  (seconds)                    DEFLEC99
 SY1478  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY1478  DYNAMIC HT  -         175.020 (meters)     574.21  (feet)  COMP
 SY1478  MODELED GRAV-     980,769.9   (mgal)                       NAVD 88
 SY1478
 SY1478  HORZ ORDER  -  SECOND
 SY1478  VERT ORDER  -  FIRST     CLASS I
 SY1478
 SY1478.The horizontal coordinates were established by classical geodetic methods
 SY1478.and adjusted by the National Geodetic Survey in December 1991..
 SY1478
 SY1478.The orthometric height was determined by differential leveling
 SY1478.and adjusted by the National Geodetic Survey in June 1991..
 SY1478
 SY1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1478
 SY1478.The geoid height was determined by GEOID03.
 SY1478
 SY1478.The dynamic height is computed by dividing the NAVD 88
 SY1478.geopotential number by the normal gravity value computed on the
 SY1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1478.degrees latitude (g = 980.6199 gals.).
 SY1478
 SY1478.The modeled gravity was interpolated from observed gravity values.
 SY1478
 SY1478;                    North         East     Units Scale Factor Converg.
 SY1478;SPC WA S     -   228,635.361   242,621.759   MT  1.00000158   -2 28 28.9
 SY1478;SPC WA S     -   750,114.51    796,001.55   sFT  1.00000158   -2 28 28.9
 SY1478;UTM  10      - 5,243,371.897   431,499.406   MT  0.99965767   -0 40 00.7
 SY1478
 SY1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1478!SPC WA S     -   0.99997615  x   1.00000158  =   0.99997773
 SY1478!UTM  10      -   0.99997615  x   0.99965767  =   0.99963383
 SY1478
 SY1478|---------------------------------------------------------------------|
 SY1478| PID    Reference Object                     Distance      Geod. Az  |
 SY1478|                                                           dddmmss.s |
 SY1478| SY1479 COOK RM 3                            13.541 METERS 00537     |
 SY1478| SY1477 COOK RM 2                            20.948 METERS 18224     |
 SY1478| DD9555 COOK AZ MK                                         1851555.4 |
 SY1478| SY1476 COOK AZ MK 2                                       1853347.7 |
 SY1478| DD9556 COOK RM 1                            20.931 METERS 27122     |
 SY1478|---------------------------------------------------------------------|
 SY1478
 SY1478                          SUPERSEDED SURVEY CONTROL
 SY1478
 SY1478  NAD 83(1986)-  47 20 24.80473(N)    123 54 24.47150(W) AD(       ) 2
 SY1478  NAD 27      -  47 20 25.49100(N)    123 54 19.84200(W) AD(       ) 2
 SY1478  NGVD 29 (??/??/??)  173.957  (m)          570.72   (f) ADJUSTED    1 1
 SY1478
 SY1478.Superseded values are not recommended for survey control.
 SY1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1478.See file dsdata.txt to determine how the superseded data were derived.
 SY1478
 SY1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3149943372(NAD 83)
 SY1478_MARKER: DS = TRIANGULATION STATION DISK
 SY1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1478_STAMPING: COOK 1953 1962
 SY1478_MARK LOGO: CGS   
 SY1478_PROJECTION: FLUSH
 SY1478_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1478+STABILITY: SURFACE MOTION
 SY1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1478+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1987
 SY1478
 SY1478  HISTORY     - Date     Condition        Report By
 SY1478  HISTORY     - 1962     MONUMENTED       CGS
 SY1478  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1478  HISTORY     - 1973     SEE DESCRIPTION  RAYONI
 SY1478  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY1478  HISTORY     - 1974     GOOD             NGS
 SY1478  HISTORY     - 19870316 GOOD             NGS
 SY1478
 SY1478                          STATION DESCRIPTION
 SY1478
 SY1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY1478'THE STATION WAS RECOVERED.  REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 SY1478'MARK WERE FOUND IN GOOD CONDITION.  THE STATION MARK WAS LEANING TO
 SY1478'THE NORTHWEST AND HAD DEFINATELY BEEN DISTURBED.  THE SURFACE
 SY1478'STATION MARK WAS DUG OUT AND A NEW SURFACE MARK SET DIRECTLY
 SY1478'OVER THE UNDERGROUND MARK.  CROSSES WERE PUT ON THE ARROWS OF THE
 SY1478'REFERENCE MARKS AND A METAL WITNESS POST WAS SET 6 INCHES WEST
 SY1478'OF THE AZIMUTH MARK.
 SY1478'
 SY1478'THE STATION MARK IS A STANDARD DISK, STAMPED COOK 1953 1962, SET
 SY1478'IN THE TOP OF A CONCRETE-FILLED, 30-INCH LENGTH OF CULVERT 12
 SY1478'INCHES IN DIAMETER.  THE MARK PROJECTS 6 INCHES.
 SY1478'
 SY1478'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR THE MARKS AND DIRECTIONS
 SY1478'TO REACH THE STATION.
 SY1478
 SY1478                          STATION RECOVERY (1967)
 SY1478
 SY1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1478'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 WILL BE DESTROYED BY
 SY1478'CONSTRUCTION, WHEN U.S. HIGHWAY IS WIDENED IN THE NEAR FUTURE.  A
 SY1478'NEW REFERENCE MARK AND AZIMUTH MARK WERE ESTABLISHED.  THE DISK WAS
 SY1478'REMOVED FROM REFERENCE MARK NO. 1, BUT THE DISK WAS LEFT IN THE
 SY1478'OLD AZIMUTH MARK, SINCE THE HIGHWAY DEPT. HAS AN ELEVATION ON IT.
 SY1478'
 SY1478'THE STATION IS ON THE EAST SIDE OF U.S. HIGHWAY 101, ABOUT 7-1/4
 SY1478'MILES NORTH-NORTHEAST OF HUMPTULIPS, 8-1/2 MILES SOUTH OF LAKE
 SY1478'QUINAULT, ON THE SUMMIT OF A RISE AT THE NORTH END OF AN S-CURVE,
 SY1478'AND ON A MOUND 4 FEET HIGHER THAN THE ROAD.  ABOUT 20 YARDS NORTH
 SY1478'OF THE STATION, THE GROUND ON THE EAST SIDE OF THE ROAD DROPS TO
 SY1478'ABOUT 3 FEET LOWER THAN THE ROAD.
 SY1478'
 SY1478'THE STATION MARK, STAMPED COOK 1953 1962, IS A STANDARD DISK SET IN
 SY1478'A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  IT IS 38.3
 SY1478'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 19.7 FEET SOUTHWEST OF
 SY1478'POLE NO. HQ 117 AND 11.5 FEET WEST OF THE LINE OF POWER POLES.
 SY1478'
 SY1478'REFERENCE MARK NO. 2, STAMPED COOK NO 2 1953, IS A STANDARD DISK
 SY1478'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 65.3
 SY1478'FEET NORTH-NORTHWEST OF POWER POLE NO. 116, 31.1 FEET EAST OF THE
 SY1478'CENTERLINE OF THE HIGHWAY AND 19.2 FEET WEST OF THE LINE OF POWER
 SY1478'POLES.
 SY1478'
 SY1478'REFERENCE MARK NO. 3, STAMPED COOK 1953 NO 3 1967, IS A STANDARD
 SY1478'DISK SET IN A 6-FOOT DIAMETER BOULDER WHICH PROJECTS 2 FEET ON THE
 SY1478'WEST SIDE AND 4 FEET ON THE EAST SIDE.  IT IS 45.8 FEET EAST OF THE
 SY1478'CENTER LINE OF U.S. HIGHWAY 101 AND 28.0 FEET NORTH OF POWER POLE
 SY1478'POLE NO. HQ 117.
 SY1478'
 SY1478'THE AZIMUTH MARK, STAMPED COOK AZI 2 1967, IS A STANDARD DISK SET
 SY1478'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS ABOUT 100
 SY1478'YARDS SOUTH OF THE SOUTH END OF AN S-CURVE, 30 YARDS NORTH OF THE
 SY1478'SUMMIT OF A SLIGHT RISE, 97 FEET WEST OF THE LINE OF POWER POLES,
 SY1478'45.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 11.0 FEET SOUTH
 SY1478'OF TELEPHONE POLE 66S E22, 6 INCHES WEST OF THE LINE OF TELEPHONE
 SY1478'POLES, 1 FOOT NORTHEAST OF A METAL WITNESS POST AND 1 FOOT
 SY1478'HIGHER THAN THE HIGHWAY.
 SY1478'
 SY1478'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 SY1478'HUMPTULIPS, GO NORTH ON U.S. HIGHWAY 101 FOR 7.6 MILES TO A SIDE
 SY1478'ROAD RIGHT TO BURNT HILL LOOKOUT, CONTINUE NORTH ON HIGHWAY 101 FOR
 SY1478'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTHERLY 0.2
 SY1478'MILE TO THE STATION ON THE RIGHT.
 SY1478
 SY1478                          STATION RECOVERY (1973)
 SY1478
 SY1478'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1973
 SY1478'THE STATION, REFERENCE MARKS NO. 2 AND NO. 3, AND AZI 2, 1967
 SY1478'WERE RECOVERED AS DESCRIBED IN THE NOTE ON PAGE 28 OF BOOK NO. 1152.
 SY1478'
 SY1478'A BERGMAN MOTEL SIGN IS SOUTH 28 DEG EAST 25 FEET FROM THE STATION.
 SY1478'
 SY1478'R. M. NO. 2 BEARS SOUTH 2-1/2 DEG WEST, AND R. M. NO. 3 BEARS
 SY1478'NORTH 5-1/2 DEG EAST.
 SY1478'
 SY1478'THE AZIMUTH MARK BEARS SOUTH 5-1/2 DEG WEST.  THE TELEPHONE POLES
 SY1478'MENTIONED IN THE NOTE ARE GONE.
 SY1478
 SY1478                          STATION RECOVERY (1974)
 SY1478
 SY1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 SY1478'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK SET
 SY1478'IN 1967 WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL AZIMUTH
 SY1478'MARK SET IN 1953 WAS NOT SEARCHED FOR AT THIS TIME.
 SY1478'
 SY1478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1478'ABOUT 7.25 MILES NORTH-NORTHEAST OF HUMPTULIPS AND 8.5 MILES SOUTH
 SY1478'OF LAKE QUINAULT.
 SY1478
 SY1478                          STATION RECOVERY (1974)
 SY1478
 SY1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1478'5.2 MI S FROM NEILTON.
 SY1478'ABOUT 5.2 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1478'NEILTON, AT THE TOP OF A SMALL RISE, 38 FEET EAST OF THE CENTER LINE
 SY1478'OF THE HIGHWAY, 214 FEET SOUTH OF THE CENTER OF THE EAST END OF A
 SY1478'24-INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 19 FEET SOUTH OF
 SY1478'POWER LINE POLE AQ 34 10, 1.0 FEET WEST OF A METAL WITNESS POST, ABOUT
 SY1478'4 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 SY1478'ROUND 12-INCH CONCRETE POST PROJECTING 0.1 FOOT.  A CORRUGATED PIPE
 SY1478'WAS USED AS A FORM FOR THE MARK.  SECTION 2, T 21N, R 10W.
 SY1478
 SY1478                          STATION RECOVERY (1987)
 SY1478
 SY1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DAW)
 SY1478'THE STATION IS LOCATED ABOUT 13 KM (8.05 MI) SOUTHEAST OF LAKE
 SY1478'QUINAULT, 11.3 KM (7.00 MI) NORTHEAST OF HUMPTULIPS AND ON
 SY1478'RIGHT-OF-WAY FOR US HIGHWAY 101 AT THE SUMMIT OF A RISE AT THE NORTH
 SY1478'END OF A CURVE. TO REACH FROM THE POST OFFICE AT HUMPTULIPS, GO NORTH
 SY1478'ON US HIGHWAY 101 FOR 12.23 KM (7.60 MI) TO A SIDE ROAD RIGHT.
 SY1478'CONTINUE AHEAD ON US HIGHWAY 101 FOR 0.32 KM (0.20 MI) TO THE STATION
 SY1478'ON THE RIGHT IN THE RIGHT-OF-WAY. THE MARK IS SET IN THE TOP OF A
 SY1478'ROUND CONCRETE MONUMENT THAT IS 0.25 M (0.82 FT) IN DIAMETER AND IS
 SY1478'FLUSH WITH THE GROUND SURFACE.  IT IS 20.948 M (68.727 FT) NORTH OF
 SY1478'REFERENCE MARK 2, 13.541 M (44.426 FT) SOUTH OF REFERENCE MARK 3, 11.6
 SY1478'M (38.1 FT) EAST OF THE CENTER OF THE HIGHWAY 6.1 M (20.0 FT) SOUTH OF
 SY1478'A POWER LINE POLE NUMBERED HQ117 AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 SY1478'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1477 ***********************************************************************
 SY1477  DESIGNATION -  COOK RM 2
 SY1477  PID         -  SY1477
 SY1477  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1477  USGS QUAD   -  STEVENS CREEK (1990)
 SY1477
 SY1477                         *CURRENT SURVEY CONTROL
 SY1477  ___________________________________________________________________
 SY1477* NAD 83(1986)-  47 20 24.     (N)    123 54 29.     (W)     SCALED    
 SY1477* NAVD 88     -       173.563  (meters)     569.43   (feet)  ADJUSTED  
 SY1477  ___________________________________________________________________
 SY1477  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY1477  DYNAMIC HT  -         173.591 (meters)     569.52  (feet)  COMP
 SY1477  MODELED GRAV-     980,770.4   (mgal)                       NAVD 88
 SY1477
 SY1477  VERT ORDER  -  FIRST     CLASS I
 SY1477
 SY1477.The horizontal coordinates were scaled from a topographic map and have
 SY1477.an estimated accuracy of +/- 6 seconds.
 SY1477
 SY1477.The orthometric height was determined by differential leveling
 SY1477.and adjusted by the National Geodetic Survey in June 1991..
 SY1477
 SY1477.The geoid height was determined by GEOID03.
 SY1477
 SY1477.The dynamic height is computed by dividing the NAVD 88
 SY1477.geopotential number by the normal gravity value computed on the
 SY1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1477.degrees latitude (g = 980.6199 gals.).
 SY1477
 SY1477.The modeled gravity was interpolated from observed gravity values.
 SY1477
 SY1477;                    North         East    Units  Estimated Accuracy
 SY1477;SPC WA S     -   228,610.      242,530.      MT  (+/- 180 meters Scaled)
 SY1477
 SY1477                          SUPERSEDED SURVEY CONTROL
 SY1477
 SY1477  NGVD 29 (??/??/??)  172.528  (m)          566.04   (f) ADJUSTED    1 1
 SY1477
 SY1477.Superseded values are not recommended for survey control.
 SY1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1477.See file dsdata.txt to determine how the superseded data were derived.
 SY1477
 SY1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT314433(NAD 83)
 SY1477_MARKER: DR = REFERENCE MARK DISK
 SY1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1477_STAMPING: COOK NO 2 1953
 SY1477_MARK LOGO: CGS   
 SY1477_PROJECTION: FLUSH
 SY1477_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1477+STABILITY: SURFACE MOTION
 SY1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1477+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1987
 SY1477
 SY1477  HISTORY     - Date     Condition        Report By
 SY1477  HISTORY     - 1953     MONUMENTED       CGS
 SY1477  HISTORY     - 1974     GOOD             NGS
 SY1477  HISTORY     - 19870316 GOOD             NGS
 SY1477
 SY1477                          STATION DESCRIPTION
 SY1477
 SY1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1477'5.2 MI S FROM NEILTON.
 SY1477'ABOUT 5.2 MILES SOUTH ALONG U. S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1477'NEILTON, AT THE TOP OF A SMALL RISE, 31 FEET EAST OF THE CENTER LINE
 SY1477'OF THE HIGHWAY, 280 FEET SOUTH OF THE CENTER OF THE EAST END OF A
 SY1477'24-INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 88 FEET SOUTH OF
 SY1477'POWER LINE POLE AQ 34 10, 65 FEET NORTH OF POWER LINE POLE 34 9, 68.7
 SY1477'FEET SOUTH OF THE STATION MARK, ABOUT LEVEL WITH THE HIGHWAY AND SET
 SY1477'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 2, T
 SY1477'21N, R 10W.
 SY1477
 SY1477                          STATION RECOVERY (1987)
 SY1477
 SY1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DAW)
 SY1477'THE STATION IS LOCATED ABOUT 13 KM (8.05 MI) SOUTHEAST OF LAKE
 SY1477'QUINAULT, 11.3 KM (7.00 MI) NORTHEAST OF HUMPTULIPS AND ON
 SY1477'RIGHT-OF-WAY FOR US HIGHWAY 101 AT THE SUMMIT OF A RISE AT THE NORTH
 SY1477'END OF A CURVE. TO REACH FROM THE POST OFFICE AT HUMPTULIPS, GO NORTH
 SY1477'ON US HIGHWAY 101 FOR 12.23 KM (7.60 MI) TO A SIDE ROAD RIGHT.
 SY1477'CONTINUE AHEAD ON US HIGHWAY 101 FOR 0.32 KM (0.20 MI) TO THE STATION
 SY1477'ON THE RIGHT IN THE RIGHT-OF-WAY. THE MARK IS SET IN THE TOP OF A 0.3
 SY1477'M (1.0 FT) SQUARE CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE
 SY1477'THE GROUND SURFACE.  IT IS 20.948 M (68.727 FT) SOUTH OF STATION COOK,
 SY1477'19.8 M (65.0 FT) NORTH-NORTHWEST OF POWER LINE POLE NUMBERED 116 AND
 SY1477'9.5 M (31.2 FT) EAST OF THE CENTER OF US HIGHWAY 101.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1479 ***********************************************************************
 SY1479  DESIGNATION -  COOK RM 3
 SY1479  PID         -  SY1479
 SY1479  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1479  USGS QUAD   -  STEVENS CREEK (1990)
 SY1479
 SY1479                         *CURRENT SURVEY CONTROL
 SY1479  ___________________________________________________________________
 SY1479* NAD 83(1986)-  47 20 24.     (N)    123 54 29.     (W)     SCALED    
 SY1479* NAVD 88     -       175.214  (meters)     574.85   (feet)  ADJUSTED  
 SY1479  ___________________________________________________________________
 SY1479  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY1479  DYNAMIC HT  -         175.242 (meters)     574.94  (feet)  COMP
 SY1479  MODELED GRAV-     980,770.4   (mgal)                       NAVD 88
 SY1479
 SY1479  VERT ORDER  -  FIRST     CLASS I
 SY1479
 SY1479.The horizontal coordinates were scaled from a topographic map and have
 SY1479.an estimated accuracy of +/- 6 seconds.
 SY1479
 SY1479.The orthometric height was determined by differential leveling
 SY1479.and adjusted by the National Geodetic Survey in June 1991..
 SY1479
 SY1479.The geoid height was determined by GEOID03.
 SY1479
 SY1479.The dynamic height is computed by dividing the NAVD 88
 SY1479.geopotential number by the normal gravity value computed on the
 SY1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1479.degrees latitude (g = 980.6199 gals.).
 SY1479
 SY1479.The modeled gravity was interpolated from observed gravity values.
 SY1479
 SY1479;                    North         East    Units  Estimated Accuracy
 SY1479;SPC WA S     -   228,610.      242,530.      MT  (+/- 180 meters Scaled)
 SY1479
 SY1479                          SUPERSEDED SURVEY CONTROL
 SY1479
 SY1479  NGVD 29 (??/??/??)  174.179  (m)          571.45   (f) ADJUSTED    1 1
 SY1479
 SY1479.Superseded values are not recommended for survey control.
 SY1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1479.See file dsdata.txt to determine how the superseded data were derived.
 SY1479
 SY1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT314433(NAD 83)
 SY1479_MARKER: DR = REFERENCE MARK DISK
 SY1479_SETTING: 80 = SET IN A BOULDER
 SY1479_STAMPING: COOK 1953 NO 3 1967
 SY1479_MARK LOGO: CGS   
 SY1479_PROJECTION: FLUSH
 SY1479_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1479+STABILITY: SURFACE MOTION
 SY1479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1479+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1987
 SY1479
 SY1479  HISTORY     - Date     Condition        Report By
 SY1479  HISTORY     - 1967     MONUMENTED       CGS
 SY1479  HISTORY     - 1974     GOOD             NGS
 SY1479  HISTORY     - 19870316 GOOD             NGS
 SY1479
 SY1479                          STATION DESCRIPTION
 SY1479
 SY1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1479'5.2 MI S FROM NEILTON.
 SY1479'ABOUT 5.2 MILES SOUTH ALONG U. S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1479'NEILTON, 0.25 MILE SOUTH OF HIGHWAY MILEPOST 118, AT THE TOP OF A
 SY1479'SMALL RISE, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 SY1479'TOP OF A 6 BY 6-FOOT BOULDER WHICH PROJECTS 3 1/2 FEET, 168 FEET SOUTH
 SY1479'OF THE CENTER OF THE EAST END OF A 24-INCH CONCRETE PIPE CULVERT UNDER
 SY1479'THE HIGHWAY, 28 FEET NORTH OF POWER LINE POLE AQ 34 10, 44.4 FEET
 SY1479'NORTH OF THE STATION MARK, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 SY1479'HIGHWAY.  SECTION 2, T 21N, R 10W.
 SY1479
 SY1479                          STATION RECOVERY (1987)
 SY1479
 SY1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DAW)
 SY1479'THE STATION IS LOCATED ABOUT 13 KM (8.05 MI) SOUTHEAST OF LAKE
 SY1479'QUINAULT, 11.3 KM (7.00 MI) NORTHEAST OF HUMPTULIPS AND ON
 SY1479'RIGHT-OF-WAY FOR US HIGHWAY 101 AT THE SUMMIT OF A RISE AT THE NORTH
 SY1479'END OF A CURVE. TO REACH FROM THE POST OFFICE AT HUMPTULIPS, GO NORTH
 SY1479'ON US HIGHWAY 101 FOR 12.23 KM (7.60 MI) TO A SIDE ROAD RIGHT.
 SY1479'CONTINUE AHEAD ON US HIGHWAY 101 FOR 0.32 KM (0.20 MI) TO THE STATION
 SY1479'ON THE RIGHT IN THE RIGHT-OF-WAY. THE MARK IS SET IN A DRILL HOLE IN A
 SY1479'LARGE BOULDER THAT PROJECTS 1.2 M (3.9 FT) ON THE EAST SIDE.  IT IS
 SY1479'13.541 M (44.426 FT) NORTH OF STATION COOK, 14.0 M (45.9 FT) EAST OF
 SY1479'THE CENTER OF US HIGHWAY 101 AND 8.5 M (27.9 FT) NORTH OF POWER LINE
 SY1479'POLE NUMBERED HQ117.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1264 ***********************************************************************
 TR1264  DESIGNATION -  COOK USN 1954
 TR1264  PID         -  TR1264
 TR1264  STATE/COUNTY-  WA/ISLAND
 TR1264  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1264
 TR1264                         *CURRENT SURVEY CONTROL
 TR1264  ___________________________________________________________________
 TR1264* NAD 83(1991)-  48 21 13.08489(N)    122 36 43.46196(W)     ADJUSTED  
 TR1264* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1264  ___________________________________________________________________
 TR1264  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 TR1264  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 TR1264
 TR1264  HORZ ORDER  -  SECOND
 TR1264
 TR1264.The horizontal coordinates were established by classical geodetic methods
 TR1264.and adjusted by the National Geodetic Survey in December 1991..
 TR1264
 TR1264.The orthometric height was scaled from a topographic map.
 TR1264
 TR1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1264
 TR1264.The geoid height was determined by GEOID03.
 TR1264
 TR1264;                    North         East     Units Scale Factor Converg.
 TR1264;SPC WA N     -   152,025.138   368,188.882   MT  0.99995070   -1 19 27.5
 TR1264;SPC WA N     -   498,769.14  1,207,966.36   sFT  0.99995070   -1 19 27.5
 TR1264;UTM  10      - 5,355,679.169   528,739.283   MT  0.99961015   +0 17 23.6
 TR1264
 TR1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1264!SPC WA N     -   1.00000315  x   0.99995070  =   0.99995385
 TR1264!UTM  10      -   1.00000315  x   0.99961015  =   0.99961329
 TR1264
 TR1264:                Primary Azimuth Mark                     Grid Az
 TR1264:SPC WA N     -  DUGUALLA USN 1954                        071 59 27.9
 TR1264:UTM  10      -  DUGUALLA USN 1954                        070 22 36.8
 TR1264
 TR1264|---------------------------------------------------------------------|
 TR1264| PID    Reference Object                     Distance      Geod. Az  |
 TR1264|                                                           dddmmss.s |
 TR1264| TR1262 DUGUALLA USN 1954                   APPROX. 1.1 KM 0704000.4 |
 TR1264|---------------------------------------------------------------------|
 TR1264
 TR1264                          SUPERSEDED SURVEY CONTROL
 TR1264
 TR1264  NAD 83(1986)-  48 21 13.08718(N)    122 36 43.46617(W) AD(       ) 2
 TR1264  NAD 27      -  48 21 13.72100(N)    122 36 38.84900(W) AD(       ) 2
 TR1264
 TR1264.Superseded values are not recommended for survey control.
 TR1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1264.See file dsdata.txt to determine how the superseded data were derived.
 TR1264
 TR1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2873955679(NAD 83)
 TR1264_MARKER: Z = SEE DESCRIPTION
 TR1264_SETTING: 0 = UNSPECIFIED SETTING
 TR1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1264
 TR1264  HISTORY     - Date     Condition        Report By
 TR1264  HISTORY     - 1954     MONUMENTED       USN
 TR1264  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1264
 TR1264                          STATION DESCRIPTION
 TR1264
 TR1264'DESCRIBED BY US NAVY 1954 (RAG)
 TR1264'THE STATION IS LOCATED 4.7 MILES NORTH-NORTHEAST OF OAK HARBOR
 TR1264'ON WHIDBEY ISLAND AT THE SOUTH SIDE OF THE CHANNEL OF BACK WATER
 TR1264'OF DUGUALLA BAY AND JUST EAST OF THE NEW HIGHWAY WHICH IS UNDER
 TR1264'CONSTRUCTION AT THIS TIME.
 TR1264'
 TR1264'THE STATION MARK IS 70 FEET EAST OF THE HIGHWAY CENTERLINE, 89
 TR1264'FEET SOUTH OF THE WATER CHANNEL, 39 FEET SOUTH OF THE NORTHWEST
 TR1264'CORNER OF FIELD AND 5 FEET EAST OF THE DITCH AT BASE OF THE ROAD
 TR1264'BED.
 TR1264'
 TR1264'THE MARK IS A 12 BY 12 INCH CONCRETE POST WITH A 1-1/2 INCH
 TR1264'BRASS DISK EMBEDDED.  THE MARK PROJECTS 5 INCHES.
 TR1264'
 TR1264'TO REACH THE STATION FROM THE STOP LIGHT IN THE BUSINESS CENTER
 TR1264'OF OAK HARBOR GO EAST FOR 0.25 MILE TO A FORK.  TAKE LEFT FORK AS
 TR1264'PER SIGN SEATTLE AND CONTINUE NORTH FOR 0.15 MILE TO CROSS ROAD,
 TR1264'CONTINUE NORTH FOR 0.45 MILE TO CROSS ROAD AT CAUTION LIGHT.  TURN
 TR1264'RIGHT AND GO EAST ON 700 E AVE. FOR 0.35 MILE TO T-JUNCTION, TURN
 TR1264'LEFT AND GO NORTH ON 70 NE STREET FOR 0.7 MILE TO FORKS.  TAKE
 TR1264'LEFT FORK STRAIGHT AHEAD FOR 2.1 MILES TO Y-JUNCTION.  TAKE
 TR1264'RIGHT FORK AND CONTINUE NORTH FOR 0.75 MILE TO T-ROAD RIGHT,
 TR1264'EAST.  GO EAST FOR 1.1 MILES TO CROSS ROAD.  TURN LEFT ON NEW
 TR1264'HIGHWAY AND GO NORTH FOR 0.4 MILE TO STATION ON RIGHT.
 TR1264'
 TR1264'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 TR1264'
 TR1264'OBSERVATIONS WERE MADE FROM A 8 FOOT TRIPOD.
 TR1264
 TR1264                          STATION RECOVERY (1960)
 TR1264
 TR1264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1264'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD
 TR1264'CONDITION.  DISTANCES TO REFERENCE POINTS WERE VERIFIED.  AN
 TR1264'EIGHT FOOT WOODEN STAND IS STILL OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2305 ***********************************************************************
 RC2305  DESIGNATION -  COOKS
 RC2305  PID         -  RC2305
 RC2305  STATE/COUNTY-  WA/SKAMANIA
 RC2305  USGS QUAD   -  MT DEFIANCE (1994)
 RC2305
 RC2305                         *CURRENT SURVEY CONTROL
 RC2305  ___________________________________________________________________
 RC2305* NAD 83(1991)-  45 42 35.60406(N)    121 40 01.37697(W)     ADJUSTED  
 RC2305* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 RC2305  ___________________________________________________________________
 RC2305  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 RC2305  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RC2305
 RC2305  HORZ ORDER  -  SECOND
 RC2305
 RC2305.The horizontal coordinates were established by classical geodetic methods
 RC2305.and adjusted by the National Geodetic Survey in December 1991..
 RC2305
 RC2305.The orthometric height was scaled from a topographic map.
 RC2305
 RC2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2305
 RC2305.The geoid height was determined by GEOID03.
 RC2305
 RC2305;                    North         East     Units Scale Factor Converg.
 RC2305;SPC WA S     -    42,527.184   409,125.782   MT  1.00003027   -0 50 51.9
 RC2305;SPC WA S     -   139,524.60  1,342,273.50   sFT  1.00003027   -0 50 51.9
 RC2305;SPC OR N     -   227,706.794 2,409,133.904   MT  0.99993918   -0 49 39.6
 RC2305;SPC OR N     -   747,069.53  7,903,982.62   iFT  0.99993918   -0 49 39.6
 RC2305;UTM  10      - 5,062,679.066   603,751.338   MT  0.99973234   +0 57 15.2
 RC2305
 RC2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2305!SPC WA S     -   0.99997624  x   1.00003027  =   1.00000651
 RC2305!SPC OR N     -   0.99997624  x   0.99993918  =   0.99991542
 RC2305!UTM  10      -   0.99997624  x   0.99973234  =   0.99970859
 RC2305
 RC2305:                Primary Azimuth Mark                     Grid Az
 RC2305:SPC WA S     -  COOKS RAILWAY STATION E GABLE            087 37 13.6
 RC2305:SPC OR N     -  COOKS RAILWAY STATION E GABLE            087 36 01.3
 RC2305:UTM  10      -  COOKS RAILWAY STATION E GABLE            085 49 06.5
 RC2305
 RC2305|---------------------------------------------------------------------|
 RC2305| PID    Reference Object                     Distance      Geod. Az  |
 RC2305|                                                           dddmmss.s |
 RC2305| RC2304 COOKS RAILWAY STATION E GABLE       APPROX. 0.6 KM 0864621.7 |
 RC2305| RC2291 PORTLAND SPOKANE AWY BCN 55 MI      APPROX. 3.9 KM 1000745.4 |
 RC2305| CF4246 COOKS RM 1                            3.972 METERS 10358     |
 RC2305| RC2309 PERHAM CREEK LIGHT                  APPROX. 2.2 KM 1175224.7 |
 RC2305| RC2306 VIENTO                              APPROX. 1.5 KM 1604109.0 |
 RC2305| RC2316 VIENTO LARGE BARN EAST GABLE        APPROX. 1.2 KM 1855927.1 |
 RC2305| RC2315 VIENTO LIGHT 18                     APPROX. 1.0 KM 1880254.1 |
 RC2305| RC2331 PORTLAND SPOK BN 49 MI BLINKER      APPROX. 3.4 KM 2462251.2 |
 RC2305| CF4247 COOKS RM 2                            4.635 METERS 33647     |
 RC2305|---------------------------------------------------------------------|
 RC2305
 RC2305                          SUPERSEDED SURVEY CONTROL
 RC2305
 RC2305  NAD 83(1991)-  45 42 35.60405(N)    121 40 01.37697(W) AD(       ) 2
 RC2305  NAD 83(1986)-  45 42 35.61664(N)    121 40 01.38360(W) AD(       ) 2
 RC2305  NAD 27      -  45 42 36.19200(N)    121 39 57.11400(W) AD(       ) 2
 RC2305
 RC2305.Superseded values are not recommended for survey control.
 RC2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2305.See file dsdata.txt to determine how the superseded data were derived.
 RC2305
 RC2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR0375162679(NAD 83)
 RC2305_MARKER: Z = SEE DESCRIPTION
 RC2305_SETTING: 0 = UNSPECIFIED SETTING
 RC2305
 RC2305  HISTORY     - Date     Condition        Report By
 RC2305  HISTORY     - 1939     MONUMENTED       CGS
 RC2305  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2305  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RC2305  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2305
 RC2305                          STATION DESCRIPTION
 RC2305
 RC2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2305'STATION IS ABOUT 1/2 MILE W OF THE COOKS, WASHINGTON RAILROAD
 RC2305'STATION, ON THE N BANK OF THE COLUMBIA RIVER, ON THE WESTERLY AND
 RC2305'HIGHEST POINT OF THE PROMINENT ROCKY KNOLL JUST N OF U.S. HIGHWAY
 RC2305'830.  STATION IS 2 METERS FROM EDGE OF CLIFF AND MARKED BY A
 RC2305'STANDARD DISK SET IN THE TOP OF 4-INCH CAST-IRON SOIL PIPE, AND A
 RC2305'SUBSURFACE MARK IN A 1-FOOT SECTION OF 4-INCH CAST-IRON SOIL
 RC2305'PIPE BURIED 3 FEET.
 RC2305'
 RC2305'THE REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOP OF 4-INCH
 RC2305'CAST-IRON SOIL PIPE.
 RC2305'
 RC2305'STATION CAN BE REACHED AS FOLLOWS--TAKE ROAD LEADING N FROM
 RC2305'U.S. HIGHWAY 830 JUST W OF THE COOKS RAILROAD STATION AND GO TO
 RC2305'FIRST BEND TO RIGHT (ABOUT 100 YARDS).  TAKE A TRAIL THAT LEADS W
 RC2305'FROM THE BEND AND FOLLOW IT, KEEPING TO LEFT WHEN THE TRAIL FORKS.
 RC2305'THE RECONNAISSANCE PARTY KEPT TO LEFT OF THE ROCKY KNOLL
 RC2305'AND FOLLOWED AROUND IT TO A SADDLE BETWEEN THE TWO HIGH POINTS,
 RC2305'THENCE UP THE WESTERLY POINT.  THE O PARTY WENT TO THE RIGHT
 RC2305'AND FOUND THE GOING A LITTLE TOUGH AT TIMES, BUT NOT TOO BAD.
 RC2305'IT IS ALSO POSSIBLE TO REACH THE STATION BY GOING DIRECTLY UP
 RC2305'THE SLIDE AREA FROM THE GRAVEL STORAGE SPACE ON THE N SIDE OF
 RC2305'HIGHWAY JUST BELOW THE STATION.
 RC2305
 RC2305                          STATION RECOVERY (1948)
 RC2305
 RC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2305'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 RC2305'
 RC2305'STATION IS ABOUT 1/2 MILE W OF COOKS RAILROAD STATION, ON THE N
 RC2305'BANK OF THE COLUMBIA RIVER, ON THE W AND HIGHEST POINT OF THE
 RC2305'PROMINENT ROCKY KNOLL JUST N OF U.S. HIGHWAY 830.  STATION IS 2
 RC2305'METERS FROM THE EDGE OF THE CLIFF AND MARKED BY A BRONZE DISK SET
 RC2305'IN THE TOP OF 4-INCH CAST-IRON SOIL PIPE EXTENDING ABOUT 4 INCHES
 RC2305'ABOVE THE SURFACE.  A SUBSURFACE MARK WAS SET IN 1939.  MARK
 RC2305'STAMPED COOKS 1939.  THERE IS A GROWTH OF SMALL OAK TREES JUST
 RC2305'E OF THE STATION.
 RC2305'
 RC2305'R.M. 1 IS A BRONZE DISK SET IN THE TOP OF 4-INCH CAST-IRON SOIL
 RC2305'PIPE EXTENDING 4 INCHES ABOVE THE SURFACE AND STAMPED COOKS
 RC2305'NO.1 1939.  IT IS 3.977 METERS (13.05 FEET) E BY S OF THE STATION,
 RC2305'ON THE SAME KNOLL.
 RC2305'
 RC2305'R.M. 2 IS A BRONZE DISK SET IN THE TOP OF 4-INCH CAST-IRON SOIL
 RC2305'PIPE EXTENDING ABOUT 4 INCHES ABOVE THE SURFACE AND STAMPED COOKS
 RC2305'NO.2 1939.  IT IS 4.630 METERS (15.19 FEET) NW OF THE STATION, ON
 RC2305'THE SAME KNOLL.
 RC2305'
 RC2305'STATION CAN BE REACHED AS FOLLOWS--TAKE ROAD LEADING N FROM
 RC2305'U.S. HIGHWAY 830 JUST W OF THE COOKS RAILROAD STATION AND GO TO
 RC2305'FIRST BEND TO THE W OR ABOUT A 100 YARDS.  PARK TRUCK HERE.  TAKE
 RC2305'A TRAIL THAT LEADS W AND FOLLOW IT, KEEPING TO THE LEFT WHEN THE
 RC2305'TRAIL FORKS.  FOLLOW AROUND TO THE N OF THE FIRST KNOLL YOU COME
 RC2305'TO AND GO TO THE SADDLE BETWEEN THE TWO KNOLLS, THENCE ALONG THE
 RC2305'FACE OF THE SECOND KNOLL UPWARD SKIRTING THE BRUSH AND SMALL
 RC2305'TREES AND STATION.  SIGNAL BUILDING PARTY MADE THIS HIKE IN ABOUT
 RC2305'45 MINUTES.  IT CAN BE MADE BY CLIMBING UPWARD FROM THE
 RC2305'GRAVEL PILES AS MENTIONED IN ORIGINAL DESCRIPTION BUT THAT IS A
 RC2305'MUCH HARDER CLIMB.
 RC2305'
 RC2305'THE 1939 DISTANCES WERE VERIFIED BUT NO CHECK MADE ON DIRECTIONS
 RC2305'AT THIS TIME.
 RC2305
 RC2305                          STATION RECOVERY (1957)
 RC2305
 RC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2305'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE STATION
 RC2305'MARK WAS LOOSE IN THE GROUND, AND THE PIPE WAS REINFORCED WITH
 RC2305'CONCRETE.  A DIFFERENCE IN THE DISTANCE TO REFERENCE MARK 2 WAS
 RC2305'NOTED.  THE DISTANCE TO REFERENCE MARK 1 CHECKED THE ORIGINAL
 RC2305'DATA, AND THE ANGLE BETWEEN THE REFERENCE MARKS CHECKED THE 1939
 RC2305'OBSERVATIONS.
 RC2305'
 RC2305'TO REACH FROM THE RAILROAD STATION AT COOKS (ABOUT 13 MI. E OF
 RC2305'STEVENSON, AND 8 MI. W OF UNDERWOOD, WASHINGTON, ON U.S. HIGHWAY
 RC2305'830), GO W ON U.S. HIGHWAY 830 FOR 0.15 MI. TO A PAVED ROAD ON THE
 RC2305'RIGHT.  TURN SHARP RIGHT AND GO 0.05 MI. TO ROAD FORKS ON THE LEFT
 RC2305'JUST BEFORE REACHING COOKS POST OFFICE.  TURN LEFT ON THE CENTER
 RC2305'ONE OF THREE DRIVEWAYS AND GO 0.15 MI. TO THE END OF THE ROAD ON
 RC2305'THE W SIDE OF THE RESIDENCE OF MR. GIRARD.  FROM THIS POINT AN
 RC2305'OLD WOODS ROAD LEADS W AND N FOR ABOUT 0.2 MI.  WITH A
 RC2305'FOUR-WHEEL-DRIVE VEHICLE FOLLOW THE WOODS ROAD FOR ABOUT 0.2
 RC2305'MI. TO ITS END BELOW A SADDLE ON THE E SIDE OF THE STATION HILL.
 RC2305'PACK SW UP A STEEP HILL TO THE SADDLE, THENCE BEAR RIGHT TO
 RC2305'THE HIGHEST POINT AND STATION.  THIS WAS BOUT A 25-MINUTE PACK IN
 RC2305'10 IN. OF SNOW.
 RC2305
 RC2305                          STATION RECOVERY (1959)
 RC2305
 RC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2305'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RC2305'CONDITION AS DESCRIBED.  THE DIRECTIONS AND DISTANCES TO THE
 RC2305'REFERENCE MARKS WERE MEASURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3329 ***********************************************************************
 SY3329  DESIGNATION -  COOL
 SY3329  PID         -  SY3329
 SY3329  STATE/COUNTY-  WA/MASON
 SY3329  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3329
 SY3329                         *CURRENT SURVEY CONTROL
 SY3329  ___________________________________________________________________
 SY3329* NAD 83(1991)-  47 14 26.47599(N)    122 56 11.87487(W)     ADJUSTED  
 SY3329* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3329  ___________________________________________________________________
 SY3329  LAPLACE CORR-          -8.05  (seconds)                    DEFLEC99
 SY3329  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 SY3329
 SY3329  HORZ ORDER  -  THIRD
 SY3329
 SY3329.The horizontal coordinates were established by classical geodetic methods
 SY3329.and adjusted by the National Geodetic Survey in December 1991..
 SY3329
 SY3329.The orthometric height was scaled from a topographic map.
 SY3329
 SY3329.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3329
 SY3329.The geoid height was determined by GEOID03.
 SY3329
 SY3329;                    North         East     Units Scale Factor Converg.
 SY3329;SPC WA S     -   214,859.361   315,546.404   MT  0.99998012   -1 46 11.9
 SY3329;SPC WA S     -   704,917.75  1,035,255.16   sFT  0.99998012   -1 46 11.9
 SY3329;UTM  10      - 5,231,913.381   504,795.918   MT  0.99960028   +0 02 47.5
 SY3329
 SY3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3329!SPC WA S     -   1.00000313  x   0.99998012  =   0.99998325
 SY3329!UTM  10      -   1.00000313  x   0.99960028  =   0.99960341
 SY3329
 SY3329|---------------------------------------------------------------------|
 SY3329| PID    Reference Object                     Distance      Geod. Az  |
 SY3329|                                                           dddmmss.s |
 SY3329| CE3471 COOL RM 2                            22.882 METERS 00117     |
 SY3329| SY3291 NECK                                APPROX. 0.8 KM 0365806.2 |
 SY3329| CE3470 COOL RM 1                             3.820 METERS 19013     |
 SY3329|---------------------------------------------------------------------|
 SY3329
 SY3329                          SUPERSEDED SURVEY CONTROL
 SY3329
 SY3329  NAD 83(1986)-  47 14 26.47351(N)    122 56 11.88243(W) AD(       ) 3
 SY3329  NAD 27      -  47 14 27.13000(N)    122 56 07.38600(W) AD(       ) 3
 SY3329
 SY3329.Superseded values are not recommended for survey control.
 SY3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3329.See file dsdata.txt to determine how the superseded data were derived.
 SY3329
 SY3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0479631913(NAD 83)
 SY3329_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3329_SETTING: 80 = SET IN A BOULDER
 SY3329_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY3329
 SY3329  HISTORY     - Date     Condition        Report By
 SY3329  HISTORY     - 1936     MONUMENTED       CGS
 SY3329  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3329  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3329
 SY3329                          STATION DESCRIPTION
 SY3329
 SY3329'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3329'ON THE W SIDE OF PICKERING PASSAGE ON A ROUNDING BEACH S OF A DEEP
 SY3329'BIGHT IN W SHORE 1.0 MILE (NAUTICAL) N OF THE N END OF SQUAXIN
 SY3329'ISLAND AND 600 METERS N OF THE N TIP OF AN ISLET, 3 METERS OUT FROM
 SY3329'THE BANK AND AT THE MEAN HIGH-WATER LINE.
 SY3329'
 SY3329'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY3329'DISKS WEDGED IN DRILL HOLES IN BOULDERS, AS DESCRIBED IN NOTES 4
 SY3329'AND 12C.
 SY3329'
 SY3329'REFERENCE MARK NO.1 IS S OF THE STATION.
 SY3329'
 SY3329'REFERENCE MARK NO.2 IS N OF THE STATION.
 SY3329
 SY3329                          STATION RECOVERY (1958)
 SY3329
 SY3329'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3329'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 SY3329'
 SY3329'THE STATION IS ON THE BEACH, 22 FT. E OF THE EDGE OF A VERTICAL
 SY3329'BANK.  IT IS 106 FT. W OF THE EDGE OF LOW WATER, AND 105 FT. N OF
 SY3329'THE E TIP OF BRUSH GROWTH THAT PROJECTS OUT FROM THE BANK ONTO THE
 SY3329'BEACH.
 SY3329
 SY3329                          STATION RECOVERY (1967)
 SY3329
 SY3329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3329'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SY3329'CONDITION.  THEY ARE LOCATED ON THE WEST SIDE OF PICKERING PASSAGE,
 SY3329'AND 1 MILE NORTH OF THE NORTH END OF SQUAXIN ISLAND.
 SY3329'
 SY3329'THE STATION IS A STANDARD DISK, STAMPED COOL 1936, SET IN A
 SY3329'BOULDER ON THE BEACHED AT THE HIGH WATER LINE IN FRONT OF THE
 SY3329'WERBERGERS WINERY AND DISTILLING COMPANY INC., WINERY NO. 7
 SY3329'
 SY3329'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COOL NO. 1 1936, SET
 SY3329'IN A BOULDER ON THE BEACH.
 SY3329'
 SY3329'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND STATE
 SY3329'HIGHWAY 3 (RAILROAD AVE. AND FIRST STREET) IN SHELTON GO EAST ON
 SY3329'HIGHWAY 3 FOR 6.9 MILES TO ROAD Y, TURN RIGHT TOWARD AGATE AND GO
 SY3329'4.2 MILES TO INTERSECTION, TURN LEFT ON AGATE ROAD AND GO 5.4
 SY3329'MILES TO A PRIVATE ROAD ON THE RIGHT, TURN RIGHT AND GO 0.2 MILE
 SY3329'TO WINERY AND STATION ON BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1166 ***********************************************************************
 RB1166  DESIGNATION -  COOLIDGE
 RB1166  PID         -  RB1166
 RB1166  STATE/COUNTY-  WA/BENTON
 RB1166  USGS QUAD   -  IRRIGON (1993)
 RB1166
 RB1166                         *CURRENT SURVEY CONTROL
 RB1166  ___________________________________________________________________
 RB1166* NAD 83(1991)-  45 55 09.52587(N)    119 27 35.37804(W)     ADJUSTED  
 RB1166* NAVD 88     -        97.98   (+/-2cm)     321.5    (feet)  VERTCON   
 RB1166  ___________________________________________________________________
 RB1166  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 RB1166  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 RB1166
 RB1166  HORZ ORDER  -  SECOND
 RB1166  VERT ORDER  -  THIRD ? (See Below)
 RB1166
 RB1166.The horizontal coordinates were established by classical geodetic methods
 RB1166.and adjusted by the National Geodetic Survey in December 1991..
 RB1166
 RB1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1166.The vertical order pertains to the NGVD 29 superseded value.
 RB1166
 RB1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1166
 RB1166.The geoid height was determined by GEOID03.
 RB1166
 RB1166;                    North         East     Units Scale Factor Converg.
 RB1166;SPC WA S     -    65,663.897   580,688.433   MT  0.99998162   +0 45 20.1
 RB1166;SPC WA S     -   215,432.30  1,905,141.97   sFT  0.99998162   +0 45 20.1
 RB1166;SPC OR N     -   250,845.815 2,580,688.451   MT  0.99998049   +0 44 15.6
 RB1166;SPC OR N     -   822,984.96  8,466,825.63   iFT  0.99998049   +0 44 15.6
 RB1166;UTM  11      - 5,088,024.899   309,255.019   MT  1.00004731   -1 46 03.3
 RB1166
 RB1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1166!SPC WA S     -   0.99998805  x   0.99998162  =   0.99996967
 RB1166!SPC OR N     -   0.99998805  x   0.99998049  =   0.99996854
 RB1166!UTM  11      -   0.99998805  x   1.00004731  =   1.00003536
 RB1166
 RB1166:                Primary Azimuth Mark                     Grid Az
 RB1166:SPC WA S     -  BARGER                                   073 18 34.3
 RB1166:SPC OR N     -  BARGER                                   073 19 38.8
 RB1166:UTM  11      -  BARGER                                   075 49 57.7
 RB1166
 RB1166|---------------------------------------------------------------------|
 RB1166| PID    Reference Object                     Distance      Geod. Az  |
 RB1166|                                                           dddmmss.s |
 RB1166| RB1430 BARGER                              APPROX. 1.3 KM 0740354.4 |
 RB1166|---------------------------------------------------------------------|
 RB1166
 RB1166                          SUPERSEDED SURVEY CONTROL
 RB1166
 RB1166  NAD 83(1991)-  45 55 09.52590(N)    119 27 35.37807(W) AD(       ) 2
 RB1166  NAD 83(1986)-  45 55 09.53335(N)    119 27 35.37199(W) AD(       ) 2
 RB1166  NAD 27      -  45 55 10.05600(N)    119 27 31.29900(W) AD(       ) 2
 RB1166  NGVD 29 (07/19/86)   96.98   (m)          318.2    (f) LEVELING    3  
 RB1166
 RB1166.Superseded values are not recommended for survey control.
 RB1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1166.See file dsdata.txt to determine how the superseded data were derived.
 RB1166
 RB1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL0925588025(NAD 83)
 RB1166_MARKER: Z = SEE DESCRIPTION
 RB1166_SETTING: 0 = UNSPECIFIED SETTING
 RB1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1166
 RB1166  HISTORY     - Date     Condition        Report By
 RB1166  HISTORY     - 1942     MONUMENTED       USE
 RB1166  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RB1166  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RB1166  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RB1166  HISTORY     - 1964     SEE DESCRIPTION  CGS
 RB1166
 RB1166                          STATION DESCRIPTION
 RB1166
 RB1166'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB1166'STATION IS LOCATED ABOUT 4.0 MILES W OF UMATILLA, 3.0 MILES NE
 RB1166'OF IRRIGON, 5.5 MILES W OF PLYMOUTH, ON THE HIGHEST PART OF A
 RB1166'SMALL HILL ON THE N SIDE OF THE COLUMBIA RIVER.
 RB1166'
 RB1166'STATION, STAMPED COOLIDGE 1942, IS A STANDARD U.S.E. BRONZE
 RB1166'DISK CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 4.5 FEET W
 RB1166'OF A WHITE REFERENCE POST 3.6 FEET N OF FENCE, 25.6 FEET S OF
 RB1166'THE CENTER LINE OF DIRT ROAD, AND ABOUT 75 FEET N OF RAILROAD
 RB1166'TRACKS.
 RB1166'
 RB1166'THERE IS NO UNDERGROUND MARK.
 RB1166'
 RB1166'REFERENCE MARK NO.1 IS A 1 1/2-INCH IRON PIPE THAT PROJECTS ABOUT
 RB1166'4 INCHES ABOVE THE GROUND.  IT IS 10.3 METERS S OF WIRE FENCE,
 RB1166'2.0 METERS N OF THE EDGE OF BANK, AND ABOUT 2.0 METERS LOWER THAN
 RB1166'THE STATION.
 RB1166'
 RB1166'STATION BARGER (U.S.E.) WAS USED AS AZIMUTH MARK.
 RB1166'
 RB1166'TO REACH THE STATION FROM PLYMOUTH GO W 3.6 MILES TO THE
 RB1166'BARGER RAILROAD SIDING.  CONTINUE W 2.1 MILES TO STATION ON THE
 RB1166'TOP OF SMALL HILL ON THE S SIDE OF THE ROAD.
 RB1166
 RB1166                          STATION RECOVERY (1956)
 RB1166
 RB1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 RB1166'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RB1166'
 RB1166'TO REACH THE STATION FROM THE HIGHWAY JUNCTION IN PLYMOUTH, GO
 RB1166'W ON THE PAVED ROAD TO PROSSER (STATE HIGHWAY 8) FOR 4.1 MI. TO
 RB1166'A RAILROAD GRADE CROSSING AND CONTINUE ON THE ROAD FOR 1.6 MI. TO
 RB1166'THE STATION ON THE LEFT.  IT IS 68 M. E OF A FRONT RANGE
 RB1166'STRUCTURE.
 RB1166
 RB1166                          STATION RECOVERY (1956)
 RB1166
 RB1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 RB1166'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RB1166'
 RB1166'TO REACH THE STATION FROM THE HIGHWAY JUNCTION IN PLYMOUTH, GO
 RB1166'W ON THE PAVED ROAD TO PROSSER (STATE HIGHWAY 8) FOR 4.1 MI. TO
 RB1166'A RAILROAD GRADE CROSSING.  CONTINUE ON THE ROAD FOR 1.6 MI. TO
 RB1166'THE STATION ON THE LEFT.  IT IS 68 M. E OF A FRONT RANGE
 RB1166'STRUCTURE.
 RB1166
 RB1166                          STATION RECOVERY (1959)
 RB1166
 RB1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RB1166'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  A
 RB1166'NEW DESCRIPTION FOLLOWS--
 RB1166'
 RB1166'STATION IS LOCATED ABOUT 5.0 MILES WEST OF UMATILLA, ABOUT 3.0
 RB1166'MILES NORTHEAST OF IRRIGON, ABOUT 5.0 MILES WEST OF PLYMOUTH, ON
 RB1166'THE HIGHEST PART OF A SMALL HILL ON THE NORTH SIDE OF THE
 RB1166'COLUMBIA RIVER.
 RB1166'
 RB1166'STATION MARK, STAMPED COOLIDGE 1942, IS A STANDARD U.S. ARMY
 RB1166'ENGINEERS CONTROL STATION DISK CEMENTED IN A DRILL HOLE IN A
 RB1166'BOULDER.  IT IS 4.5 FEET WEST OF A WHITE WITNESS POST, 3.6 FEET
 RB1166'NORTH OF A FENCE, 25.6 FEET SOUTH OF THE CENTERLINE OF PAVED
 RB1166'ROAD, AND ABOUT 75 FEET NORTH OF RAILROAD TRACKS.
 RB1166'
 RB1166'THERE IS NO UNDERGROUND MARK.
 RB1166'
 RB1166'REFERENCE MARK 1 IS A 1-1/2 INCH IRON PIPE THAT PROJECTS ABOUT
 RB1166'5 INCHES ABOVE THE GROUND.  IT IS 10.3 METERS SOUTH OF FENCE,
 RB1166'1.0 METER NORTH OF THE EDGE OF THE BANK, AND ABOUT 2.0 METERS
 RB1166'LOWER THAN THE STATION.
 RB1166'
 RB1166'STATION BARGER (U.S.E.) MAY BE USED AS AZIMUTH MARK.
 RB1166'
 RB1166'TO REACH FROM THE HIGHWAY INTERSECTION AND POST OFFICE IN PLYMOUTH
 RB1166'GO WEST ON PAVED ROAD TO PATERSON 3.6 MILES TO RAILROAD
 RB1166'CROSSING.  CONTINUE WEST ON THIS ROAD ANOTHER 2.1 MILES TO STATION
 RB1166'ON THE TOP OF A SMALL HILL ON THE SOUTH SIDE OF THE ROAD.
 RB1166'
 RB1166'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE NOT MEASURED.
 RB1166
 RB1166                          STATION RECOVERY (1964)
 RB1166
 RB1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 RB1166'THE STATION WAS RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE
 RB1166'CHANGED.  A NEW TO REACH FOLLOWS.
 RB1166'
 RB1166'TO REACH THE STATION FROM THE PLYMOUTH POST OFFICE GO WEST ON
 RB1166'PATERSON ROAD FOR 3.9 MILES TO A RAILROAD CROSSING, CONTINUE
 RB1166'WEST ON PATERSON ROAD FOR 1.7 MILES TO THE STATION ON THE LEFT.
 RB1166'
 RB1166'A METAL WITNESS POST WAS PLACED 3 FEET NORTH OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2362 ***********************************************************************
 TR2362  DESIGNATION -  COON
 TR2362  PID         -  TR2362
 TR2362  STATE/COUNTY-  WA/CLALLAM
 TR2362  USGS QUAD   -  SEQUIM (1985)
 TR2362
 TR2362                         *CURRENT SURVEY CONTROL
 TR2362  ___________________________________________________________________
 TR2362* NAD 83(1991)-  48 07 14.32317(N)    123 06 15.30220(W)     ADJUSTED  
 TR2362* NAVD 88     -        42.2    (meters)     138.     (feet)  VERTCON   
 TR2362  ___________________________________________________________________
 TR2362  LAPLACE CORR-          -8.78  (seconds)                    DEFLEC99
 TR2362  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 TR2362
 TR2362  HORZ ORDER  -  SECOND
 TR2362
 TR2362.The horizontal coordinates were established by classical geodetic methods
 TR2362.and adjusted by the National Geodetic Survey in December 1991..
 TR2362
 TR2362.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2362
 TR2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2362
 TR2362.The geoid height was determined by GEOID03.
 TR2362
 TR2362;                    North         East     Units Scale Factor Converg.
 TR2362;SPC WA N     -   127,090.205   330,961.793   MT  0.99994225   -1 41 26.7
 TR2362;SPC WA N     -   416,961.78  1,085,830.48   sFT  0.99994225   -1 41 26.7
 TR2362;UTM  10      - 5,329,714.848   492,241.522   MT  0.99960074   -0 04 39.4
 TR2362
 TR2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2362!SPC WA N     -   0.99999668  x   0.99994225  =   0.99993893
 TR2362!UTM  10      -   0.99999668  x   0.99960074  =   0.99959742
 TR2362
 TR2362|---------------------------------------------------------------------|
 TR2362| PID    Reference Object                     Distance      Geod. Az  |
 TR2362|                                                           dddmmss.s |
 TR2362| CF7706 COON RM 1                            24.389 METERS 19744     |
 TR2362| CF7705 COON AZ MK                                         1975554.2 |
 TR2362| CF7707 COON RM 2                            19.602 METERS 27116     |
 TR2362| TR2371 COON 2                              163.856 METERS 30851     |
 TR2362| TR2355 NEW DUNGENESS LT 1927               APPROX. 6.8 KM 3561422.7 |
 TR2362|---------------------------------------------------------------------|
 TR2362
 TR2362                          SUPERSEDED SURVEY CONTROL
 TR2362
 TR2362  NAD 83(1986)-  48 07 14.32215(N)    123 06 15.30966(W) AD(       ) 2
 TR2362  NAD 27      -  48 07 14.98760(N)    123 06 10.67400(W) AD(       ) 2
 TR2362  NGVD 29 (07/19/86)   41.1    (m)          135.     (f) VERT ANG       
 TR2362
 TR2362.Superseded values are not recommended for survey control.
 TR2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2362.See file dsdata.txt to determine how the superseded data were derived.
 TR2362
 TR2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9224229715(NAD 83)
 TR2362_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2362
 TR2362  HISTORY     - Date     Condition        Report By
 TR2362  HISTORY     - 1962     MONUMENTED       CGS
 TR2362  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TR2362  HISTORY     - 1979     GOOD             NGS
 TR2362  HISTORY     - 19991217 GOOD             USPSQD
 TR2362
 TR2362                          STATION DESCRIPTION
 TR2362
 TR2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TR2362'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF SEQUIM ON A HIGH
 TR2362'TIMBERED RIDGE.
 TR2362'
 TR2362'TO REACH FROM THE POST OFFICE IN SEQUIM, GO EAST ON CEDER STREET
 TR2362'FOR 0.1 MILE TO SEQUIM AVENUE, TURN LEFT AND GO NORTH ON SEQUIM
 TR2362'AVENUE FOR 2.5 MILES TO A CROSSROAD, (TURN LEFT AND GO WEST ON PAVED
 TR2362'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT) CONTINUE
 TR2362'NORTH ON SEQUIM AVENUE FOR 0.6 MILE TO A FORK AND A WIRE GATE ON
 TR2362'THE LEFT, TURN LEFT AND PASS THROUGH THE GATE AND GO WEST ON TRACK
 TR2362'ROAD FOR 0.15 MILE TO TOP OF RIDGE, BEAR LEFT AND FOLLOW TRACK ROAD
 TR2362'SOUTH FOR 0.1 MILE TO THE STATION ON THE LEFT.
 TR2362'
 TR2362'THE STATION MARK IS A STANDARD DISK, STAMPED COON 1962, SET IN THE
 TR2362'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 44
 TR2362'FEET NORTH OF THE CENTER OF A TRACK ROAD, 39 FEET WEST OF A 30-INCH
 TR2362'TRIANGLE BLAZED PINE TREE AND 5.6 FEET EAST OF A WITNESS POST.
 TR2362'
 TR2362'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED COON NO 1 1962,
 TR2362'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH.
 TR2362'IT IS 80 FEET SOUTH OF THE WITNESS POST, 32 FEET NORTH OF THE SOUTH
 TR2362'EDGE OF A SLOPE AND 23 FEET SOUTH OF THE TRACK ROAD.
 TR2362'
 TR2362'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED COON NO 2 1962,
 TR2362'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH.
 TR2362'IT IS 59 FEET SOUTHWEST OF THE WITNESS POST AND 14 FEET SOUTH OF
 TR2362'THE CENTER OF THE TRACK ROAD.
 TR2362'
 TR2362'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COON 1962, SET IN THE
 TR2362'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2-INCHES.  IT IS
 TR2362'16 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD, 2.8 FEET EAST OF A
 TR2362'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 TR2362
 TR2362                          STATION RECOVERY (1975)
 TR2362
 TR2362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 TR2362'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 TR2362'CONDITION.  REFERENCE MARK NO. 1 WAS NOT FOUND, AND ITS LOCATION
 TR2362'FALLS IN A 4-FOOT DEEP ROAD CUT.  THE AZIMUTH MARK WAS NOT FOUND
 TR2362'AND IS BELIEVED DESTROYED WHEN THE COUNTY ROAD WAS IMPROVED.
 TR2362'
 TR2362'THE STATION IS NOW IN A SUB-DIVISION AND IT WAS REQUESTED THE
 TR2362'STATION MARK BE MOVED TO A MORE SUITABLE LOCATION.  REFERENCE MARK
 TR2362'NO. 2 IS NEAR ENOUGH TO A LOT-LINE NOT TO INTERFERE WITH
 TR2362'DEVELOPMENT.  A NEW STATION MARK, COON 2, WAS ESTABLISHED.  THE
 TR2362'ORIGINAL STATION MARK AND REFERENCE MARK NO. 2 WERE LEFT IN PLACE
 TR2362'AND NEITHER MARK SHOULD BE IN ANY DANGER UNTIL A HOUSE IS BUILT ON
 TR2362'LOT 29, AND EVEN THEN.  R.M. 2 SHOULD REMAIN INTACT.  REFERENCE
 TR2362'MARKS FOR COON 2 SHOULD BE SET WHEN THE DEVELOPMENT IS FARTHER ALONG.
 TR2362'
 TR2362'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES NORTH OF
 TR2362'SEQUIM.
 TR2362
 TR2362                          STATION RECOVERY (1979)
 TR2362
 TR2362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR2362'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED
 TR2362'IN 1975.  THE NEW DUNGENESS LIGHT HOUSE IS NOW OBSTRUCTED BY
 TR2362'TREES AND A HOUSE HAS BEEN BUILT ON THE LINE TO COON 2 1975.  THE
 TR2362'STATION IS IN LOT 29 OF THE WOODLAND HEIGHTS SUBDIVISION. FOR A
 TR2362'ROUTE TO REACH SEE COON 2 1975
 TR2362'
 TR2362'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 TR2362'STAMPED---COON 1962---SET INTO THE TOP OF A SQUARE CONCRETE
 TR2362'MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED
 TR2362'NEAR THE CENTER OF LOT 29 AND 0.6 METER (2 FEET) S FROM A
 TR2362'METAL WITNESS POST.
 TR2362'
 TR2362'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 TR2362'NOS) DISK STAMPED---COON NO 2 1962---SET INTO THE TOP OF A SQUARE
 TR2362'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND
 TR2362'LOCATED 16.2 METERS (53 FEET) N FROM THE CENTER OF WOODLAND DRIVE,
 TR2362'0.6 METER (2 FEET) S FROM A METAL WITNESS POST,
 TR2362'NEAR THE SW CORNER OF LOT 29, 1.2 METERS (4 FEET) LOWER THAN THE
 TR2362'STATION, AND 3.0 METERS (10 FEET) ABOVE THE STREET.
 TR2362
 TR2362                          STATION RECOVERY (1999)
 TR2362
 TR2362'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR2362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2371 ***********************************************************************
 TR2371  DESIGNATION -  COON 2
 TR2371  PID         -  TR2371
 TR2371  STATE/COUNTY-  WA/CLALLAM
 TR2371  USGS QUAD   -  SEQUIM (1985)
 TR2371
 TR2371                         *CURRENT SURVEY CONTROL
 TR2371  ___________________________________________________________________
 TR2371* NAD 83(1991)-  48 07 17.65137(N)    123 06 21.47217(W)     ADJUSTED  
 TR2371* NAVD 88     -        39.4    (meters)     129.     (feet)  VERTCON   
 TR2371  ___________________________________________________________________
 TR2371  LAPLACE CORR-          -8.79  (seconds)                    DEFLEC99
 TR2371  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 TR2371
 TR2371  HORZ ORDER  -  THIRD
 TR2371
 TR2371.The horizontal coordinates were established by classical geodetic methods
 TR2371.and adjusted by the National Geodetic Survey in December 1991..
 TR2371.No horizontal observational check was made to the station.
 TR2371
 TR2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2371
 TR2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2371
 TR2371.The geoid height was determined by GEOID03.
 TR2371
 TR2371;                    North         East     Units Scale Factor Converg.
 TR2371;SPC WA N     -   127,196.718   330,837.290   MT  0.99994226   -1 41 31.3
 TR2371;SPC WA N     -   417,311.23  1,085,422.01   sFT  0.99994226   -1 41 31.3
 TR2371;UTM  10      - 5,329,817.779   492,114.115   MT  0.99960076   -0 04 44.0
 TR2371
 TR2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2371!SPC WA N     -   0.99999712  x   0.99994226  =   0.99993938
 TR2371!UTM  10      -   0.99999712  x   0.99960076  =   0.99959788
 TR2371
 TR2371:                Primary Azimuth Mark                     Grid Az
 TR2371:SPC WA N     -  DON                                      012 58 53.0
 TR2371:UTM  10      -  DON                                      011 22 05.7
 TR2371
 TR2371|---------------------------------------------------------------------|
 TR2371| PID    Reference Object                     Distance      Geod. Az  |
 TR2371|                                                           dddmmss.s |
 TR2371| TR2352 DON                                 APPROX. 1.8 KM 0111721.7 |
 TR2371| TR2362 COON                                163.856 METERS 12851     |
 TR2371| CF7708 COON 2 RM 3                          24.168 METERS 14908     |
 TR2371| CF7709 COON 2 RM 4                          25.559 METERS 22017     |
 TR2371| TR2355 NEW DUNGENESS LT 1927               APPROX. 6.7 KM 3571611.1 |
 TR2371|---------------------------------------------------------------------|
 TR2371
 TR2371                          SUPERSEDED SURVEY CONTROL
 TR2371
 TR2371  NAD 83(1986)-  48 07 17.65034(N)    123 06 21.47962(W) AD(       ) 3
 TR2371  NAD 27      -  48 07 18.31568(N)    123 06 16.84384(W) AD(       ) 3
 TR2371  NGVD 29 (07/19/86)   38.3    (m)          126.     (f) VERT ANG       
 TR2371
 TR2371.Superseded values are not recommended for survey control.
 TR2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2371.See file dsdata.txt to determine how the superseded data were derived.
 TR2371
 TR2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9211429818(NAD 83)
 TR2371_MARKER: DS = TRIANGULATION STATION DISK
 TR2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2371_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TR2371
 TR2371  HISTORY     - Date     Condition        Report By
 TR2371  HISTORY     - 1975     MONUMENTED       NGS
 TR2371  HISTORY     - 1977     GOOD             NGS
 TR2371  HISTORY     - 1979     GOOD             NGS
 TR2371  HISTORY     - 1984     GOOD             USPSQD
 TR2371  HISTORY     - 19991217 GOOD             USPSQD
 TR2371
 TR2371                          STATION DESCRIPTION
 TR2371
 TR2371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 TR2371'THE STATION IS ABOUT 3 MILES NORTH OF SEQUIM, 0.1 MILE WEST OF THE
 TR2371'HIGHWAY, AND ON THE SUMMIT OF A RIDGE IN A HOUSING DEVELOPMENT.
 TR2371'
 TR2371'TO REACH FROM THE INTERSECTION OF SEQUIM AVENUE AND WASHINGTON STREET
 TR2371'WHICH IS THE MAIN INTERSECTION IN SEQUIM, GO NORTH ON SEQUIM AVE.
 TR2371'FOR 1.9 MILES TO A ROAD RIGHT AND A SIGN SUNLAND AT THE SOUTHWEST
 TR2371'CORNER OF A GOLF COURSE.  CONTINUE STRAIGHT AHEAD 0.85 MILE TO A
 TR2371'DRIVEWAY ON THE RIGHT, AT A CURVE TO THE LEFT, ON THE CREST OF A
 TR2371'RIDGE, CONTINUE AROUND CURVE ON THE MAIN ROAD FOR 0.1 MILE TO A
 TR2371'ROAD INTO A HOUSING DEVELOPMENT ON THE LEFT, TURN LEFT, GO WEST
 TR2371'ABOUT 200 FEET TO A T-INTERSECTION, TURN RIGHT, GO 0.1 MILE, TURN
 TR2371'SHARP LEFT ON STREET BETWEEN LOTS 21 AND 35, GO SOUTHWEST, UPHILL,
 TR2371'ABOUT 400 FEET TO A CROSSROAD AT THE SOUTHWEST EDGE OF THE SUMMIT
 TR2371'AND THE STATION IN THE NORTH QUADRANT OF THE INTERSECTION.
 TR2371'
 TR2371'THE STATION MARK, STAMPED COON 2 1975, IS A STANDARD DISK SET IN A
 TR2371'ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 85 FEET NORTH OF A
 TR2371'SMALL CONCRETE MONUMENT WITH A SURVEY TACK, IN THE STREET
 TR2371'INTERSECTION, 69 FEET NORTH OF THE CENTER OF THE INTERSECTION, 32
 TR2371'FEET NORTHWEST OF THE CENTER OF THE STREET AND 6 FEET HIGHER THAN
 TR2371'THE STREET SURFACE, 8.5 FEET SOUTH OF A CHARRED, 3-FOOT DIAMETER
 TR2371'AND 3-FOOT HIGH STUMP AND 2 FEET SOUTH OF A METAL WITNESS POST.
 TR2371'SUB-SURFACE MARK IS 2.4 FEET BELOW GROUND LEVEL.
 TR2371'
 TR2371'REFERENCE MARK NO. 2, STAMPED COON NO 2 1962, IS A STANDARD DISK
 TR2371'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND, ON
 TR2371'THE WEST SIDE OF THE SUMMIT, ABOUT 50 FEET EAST OF AND 15 FEET HIGHER
 TR2371'THAN THE STREET WHICH RUNS ALONG THE SOUTHWESTERN SIDE OF THE
 TR2371'SUMMIT OF THE RIDGE.  THE MARK IS NEAR THE NORTH LINE OF LOT 29,
 TR2371'WHICH IS THE THIRD LOT NORTH OF THE SOUTH END OF THE LOOP ROAD WHICH
 TR2371'CIRCLES THE CREST OF THE RIDGE, ABOUT 60 FEET SOUTHWEST OF THE
 TR2371'HIGHEST POINT AND 1.5 FEET WEST OF A METAL WITNESS POST.  A TREE IS
 TR2371'ON LINE BETWEEN R.M. 2 AND COON 2.  THE DISTANCE AND DIRECTION
 TR2371'GIVEN ABOVE WAS COMPUTED THROUGH COON 2 AND TEMP. PT.  BUYER OF THE
 TR2371'LOT MAY REMOVE THE TREE.  THE TEMP PT. WAS NOT MARKED.  ADDITIONAL
 TR2371'R.M.S SHOULD BE SET WHEN THE DEVELOPEMENT IS FARTHER ALONG.
 TR2371
 TR2371                          STATION RECOVERY (1977)
 TR2371
 TR2371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 TR2371'NO OBSERVATIONS OR MEASUREMENTS MADE DURING THIS VISIT.
 TR2371'
 TR2371'THE STATION MARK FOR COON 2, THE ORIGINAL STATION MARK FOR COON
 TR2371'1962 AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION AND AS
 TR2371'PREVIOUSLY DESCRIBED.  NO HOUSES HAVE BEEN BUILT IN THIS PART OF
 TR2371'THE DEVELOPEMENT AS YET.  HOWEVER THE STREETS HAVE BEEN
 TR2371'BLACKTOPPED AND NAMED.  NEW DIRECTIONS TO REACH FOLLOW--
 TR2371'
 TR2371'TO REACH FROM THE INTERSECTION OF SEQUIM AVENUE AND WASHINGTON
 TR2371'STREET, WHICH IS THE MAIN INTERSECTION IN SEQUIM, GO NORTH ON SEQUIM
 TR2371'AVENUE FOR 2.85 MILES TO THE ENTRANCE INTO WOODLAND HEIGHTS HOUSING
 TR2371'DEVELOPEMENT ON THE LEFT, TURN LEFT, GO ABOUT 200 FEET TO A
 TR2371'T-INTERSECTION, TURN RIGHT ONTO ALDERWOOD DRIVE AND GO 0.1 MILE,
 TR2371'TURN SHARP LEFT ONTO CRESTLINE DRIVE AND GO 0.1 MILE TO ITS
 TR2371'INTERSECTION WITH WOODLAND DRIVE ON THE SUMMIT OF THE RIDGE AND
 TR2371'STATION COON 2 IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 TR2371'
 TR2371'TO REACH THE ORIGINAL STATION AND REFERENCE MARK NO. 2, TURN LEFT
 TR2371'AND GO SOUTHEAST ON WOODLAND DRIVE FOR 0.35 MILE TO THE MARKS ON
 TR2371'THE LEFT.
 TR2371'
 TR2371'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES NORTH OF
 TR2371'SEQUIM.
 TR2371
 TR2371                          STATION RECOVERY (1979)
 TR2371
 TR2371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR2371'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 TR2371'STATION DID NOT HAVE ANY REFERENCE MARKS AND TRIANGULATION STATION
 TR2371'COON 1962 AND COON NO 2 1962 ARE NOW OBSTRUCTED BY A HOUSE.  REFERENCE
 TR2371'MARKS 3 AND 4 WERE ESTABLISHED.  THE NEW DUNGENESS LIGHTHOUSE CAN
 TR2371'SERVE AS AN AZIMUTH
 TR2371'
 TR2371'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF SEQUIM 4 MILES S OF THE
 TR2371'NEW DUNGENESS LIGHT HOUSE AND IN THE SOUTHEAST CORNER OF LOT 36 OF
 TR2371'THE WOODLAND ESTATES.
 TR2371'
 TR2371'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON STREET AND
 TR2371'SEQUIM AVE IN SEGUIM GO NORTH ON SEQUIM AVE FOR 2.8 MILES TO THE MAIN
 TR2371'ENTRANCE TO THE WOODLAND HEIGHTS ON THE LEFT.  TURN LEFT AND GO WEST
 TR2371'FOR 0.05 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO NORTHWESTERLY
 TR2371'FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHWESTERLY ON
 TR2371'CRESTLINE DRIVE FOR 0.05 MILE TO THE INTERSECTION OF WOODLAND DRIVE
 TR2371'AND CRESTLINE DRIVE AND THE STATION IN THE NORTHWEST ANGLE OF THE
 TR2371'INTERSECTION.
 TR2371'
 TR2371'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 TR2371'---COON 2 1975--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM
 TR2371'(8 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 18.3 METERS (60
 TR2371'FEET) N FROM THE CENTER OF WOODLAND DRIVE, 9.1 METERS (30 FEET) W
 TR2371'FROM THE CENTER OF CRESTLINE DRIVE, 2.59 METERS (8.5 FEET) S FROM A 3
 TR2371'FT CHARRED STUMP, AND 0.6 METER (2 FEET) S FROM A METAL WITNESS POST.
 TR2371'
 TR2371'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TR2371'STAMPED ---COON 2 1975--- SET INTO AN IRREGULAR MASS OF CONCRETE 0.73
 TR2371'METER (2.4 FEET) BELOW THE SURFACE.
 TR2371'
 TR2371'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TR2371'STAMPED ---COON 2 1975 NO 3 1979--- SET INTO THE TOP OF A ROUND
 TR2371'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 15 CM (6
 TR2371'INCHES) ABOVE THE GROUND LOCATED 10.4 METERS (34 FEET) N FROM THE
 TR2371'CENTER OF WOODLAND DRIVE, 7.0 METERS (23 FEET) E FROM THE CENTER OF
 TR2371'CRESTLINE DRIVE NEAR THE SW CORNER OF LOT 25, AND 2.4 METERS (8 FEET)
 TR2371'LOWER THAN THE STATION.
 TR2371'
 TR2371'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TR2371'STAMPED ---COON 2 1975 NO 4 1979--- LOCATED 7.9 METERS (26 FEET) S
 TR2371'FROM THE CENTER OF WOODLAND DRIVE, 19.2 METERS (63 FEET) W FROM THE
 TR2371'CENTER OF OLYMPICS VISTA NEAR THE NE CORNER OF LOT 41, AND 1.8 METERS
 TR2371'(6 FEET) LOWER THAN THE STATION.
 TR2371'
 TR2371'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 TR2371
 TR2371                          STATION RECOVERY (1984)
 TR2371
 TR2371'RECOVERY NOTE BY US POWER SQUADRON 1984 (GCS)
 TR2371'COON 2 1975 RECOVERED GOOD.
 TR2371
 TR2371                          STATION RECOVERY (1999)
 TR2371
 TR2371'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR2371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2862 ***********************************************************************
 SC2862  DESIGNATION -  COONEY
 SC2862  PID         -  SC2862
 SC2862  STATE/COUNTY-  WA/CLARK
 SC2862  USGS QUAD   -  COUGAR (1983)
 SC2862
 SC2862                         *CURRENT SURVEY CONTROL
 SC2862  ___________________________________________________________________
 SC2862* NAD 83(1991)-  46 00 07.54421(N)    122 15 55.85245(W)     ADJUSTED  
 SC2862* NAVD 88     -       992.6    (meters)    3257.     (feet)  VERTCON   
 SC2862  ___________________________________________________________________
 SC2862  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 SC2862  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SC2862
 SC2862  HORZ ORDER  -  THIRD
 SC2862
 SC2862.The horizontal coordinates were established by classical geodetic methods
 SC2862.and adjusted by the National Geodetic Survey in April 1994..
 SC2862
 SC2862.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2862
 SC2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2862
 SC2862.The geoid height was determined by GEOID03.
 SC2862
 SC2862;                    North         East     Units Scale Factor Converg.
 SC2862;SPC WA S     -    75,863.395   363,258.647   MT  0.99996601   -1 16 56.9
 SC2862;SPC WA S     -   248,895.16  1,191,791.08   sFT  0.99996601   -1 16 56.9
 SC2862;UTM  10      - 5,094,542.558   556,870.707   MT  0.99963976   +0 31 42.2
 SC2862
 SC2862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2862!SPC WA S     -   0.99984771  x   0.99996601  =   0.99981373
 SC2862!UTM  10      -   0.99984771  x   0.99963976  =   0.99948753
 SC2862
 SC2862                          SUPERSEDED SURVEY CONTROL
 SC2862
 SC2862  NGVD 29 (04/13/94)  991.5    (m)         3253.     (f) VERT ANG       
 SC2862
 SC2862.Superseded values are not recommended for survey control.
 SC2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2862.See file dsdata.txt to determine how the superseded data were derived.
 SC2862
 SC2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5687194543(NAD 83)
 SC2862_MARKER: DD = SURVEY DISK
 SC2862_SETTING: 66 = SET IN ROCK OUTCROP
 SC2862_SP_SET: SET IN BEDROCK
 SC2862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC2862+STABILITY: POSITION/ELEVATION WELL
 SC2862
 SC2862  HISTORY     - Date     Condition        Report By
 SC2862  HISTORY     - 1953     MONUMENTED       USGS
 SC2862
 SC2862                          STATION DESCRIPTION
 SC2862
 SC2862'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 SC2862'LOCATED 6.1 MI E. OF YALE, ABOUT 3.9 MI SE. OF COUGAR.  ON HIGHEST
 SC2862'POINT OF PROMINENT SHARP TOP IN LARGE BURNED AREA.
 SC2862'
 SC2862'TO REACH FROM AMBOY, DRIVE 4.1 MI N. AND E. ON STATE HWY. 1S TO
 SC2862'T-RD. JCT. AT CHELATCHIE STORE.  TURN RIGHT FOLLOWING PAVED RD.
 SC2862'2.3 MI E. TO X-RDS.  TURN LEFT FOLLOWING PRIVATE LOGGING RD. 4.7
 SC2862'MI TO NORTH END OF BRIDGE OVER YALE LAKE AT SIOUXON CREEK AND END
 SC2862'OF TRUCK TRAVEL.  PACK N. TO TOP OF RIDGE CROSSING SMALL SADDLE TO
 SC2862'TIMBERED TOP FOLLOWING HORSESHOE-SHAPED RIDGE E. AND SE. THROUGH
 SC2862'TIMBER TO FIRST OPEN HILLSIDE.  PROCEED SE. AROUND HILLSIDE INTO
 SC2862'SADDLE.  THENCE E. UP STEEP HILLSIDE TO TOP AND STATION.  A 6-HOUR
 SC2862'ROUGH, BRUSHY PACK.
 SC2862'
 SC2862'STATION MARK--STANDARD TABLET STAMPED---COONEY 1953---, CEMENTED IN
 SC2862'SOLID ROCK.
 SC2862'
 SC2862'RM 1--STANDARD RM TABLET STAMPED---NO 1 1953---, CEMENTED IN SOLID
 SC2862'ROCK.
 SC2862'
 SC2862'RM 2--STANDARD RM TABLET STAMPED---NO 2 1953---, CEMENTED IN SOLID
 SC2862'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2400 ***********************************************************************
 SC2400  DESIGNATION -  COOP
 SC2400  PID         -  SC2400
 SC2400  STATE/COUNTY-  WA/PACIFIC
 SC2400  USGS QUAD   -  SOUTH BEND (1994)
 SC2400
 SC2400                         *CURRENT SURVEY CONTROL
 SC2400  ___________________________________________________________________
 SC2400* NAD 83(1991)-  46 42 25.14839(N)    123 49 35.91577(W)     ADJUSTED  
 SC2400* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SC2400  ___________________________________________________________________
 SC2400  LAPLACE CORR-          15.81  (seconds)                    DEFLEC99
 SC2400  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 SC2400
 SC2400  HORZ ORDER  -  THIRD
 SC2400
 SC2400.The horizontal coordinates were established by classical geodetic methods
 SC2400.and adjusted by the National Geodetic Survey in December 1991..
 SC2400
 SC2400.The orthometric height was scaled from a topographic map.
 SC2400
 SC2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2400
 SC2400.The geoid height was determined by GEOID03.
 SC2400
 SC2400;                    North         East     Units Scale Factor Converg.
 SC2400;SPC WA S     -   158,044.999   245,705.501   MT  0.99991686   -2 24 59.3
 SC2400;SPC WA S     -   518,519.30    806,118.80   sFT  0.99991686   -2 24 59.3
 SC2400;UTM  10      - 5,172,935.118   436,811.345   MT  0.99964908   -0 36 06.1
 SC2400
 SC2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2400!SPC WA S     -   1.00000249  x   0.99991686  =   0.99991935
 SC2400!UTM  10      -   1.00000249  x   0.99964908  =   0.99965157
 SC2400
 SC2400|---------------------------------------------------------------------|
 SC2400| PID    Reference Object                     Distance      Geod. Az  |
 SC2400|                                                           dddmmss.s |
 SC2400| CE3025 COOP RM 2                             7.150 METERS 02528     |
 SC2400| SC2446 PONY 2                              APPROX. 2.5 KM 1245305.3 |
 SC2400| SC2392 WILLAPA RIVER LIGHT 39              APPROX. 2.3 KM 1620053.6 |
 SC2400| SC2440 SOUTH BEND CO COURTHOUSE DOME       APPROX. 5.1 KM 1655200.8 |
 SC2400| SC2405 JOHNSON LIGHT                       APPROX. 0.8 KM 2244339.0 |
 SC2400| SC2426 WILLAPA BAY BEACON 10               APPROX. 1.3 KM 2563123.5 |
 SC2400| SC2570 WILLAPA RIVER LIGHT 8               APPROX. 8.0 KM 2574815.8 |
 SC2400| SC2575 WILLAPA RIVER LIGHT 13              APPROX. 6.3 KM 2632332.1 |
 SC2400| SC2433 WILLAPA BAY BEACON 8                APPROX. 1.8 KM 2674636.5 |
 SC2400| SC2432 WILLAPA RIVER RNG F LIGHT 27        APPROX. 2.2 KM 2770324.8 |
 SC2400| SC2444 WILLAPA RIVER RNG R LIGHT 27        APPROX. 1.2 KM 2982436.2 |
 SC2400| CE3024 COOP RM 1                             6.972 METERS 30524     |
 SC2400|---------------------------------------------------------------------|
 SC2400
 SC2400                          SUPERSEDED SURVEY CONTROL
 SC2400
 SC2400  NAD 83(1991)-  46 42 25.14677(N)    123 49 35.91664(W) AD(       ) 3
 SC2400  NAD 83(1986)-  46 42 25.14745(N)    123 49 35.90369(W) AD(       ) 3
 SC2400  NAD 27      -  46 42 25.79256(N)    123 49 31.30576(W) AD(       ) 3
 SC2400
 SC2400.Superseded values are not recommended for survey control.
 SC2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2400.See file dsdata.txt to determine how the superseded data were derived.
 SC2400
 SC2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3681172935(NAD 83)
 SC2400_MARKER: Z = SEE DESCRIPTION
 SC2400_SETTING: 0 = UNSPECIFIED SETTING
 SC2400
 SC2400  HISTORY     - Date     Condition        Report By
 SC2400  HISTORY     - 1939     MONUMENTED       CGS
 SC2400  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2400  HISTORY     - 1962     SEE DESCRIPTION  WEYCO
 SC2400
 SC2400                          STATION DESCRIPTION
 SC2400
 SC2400'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2400'THIS STATION IS ON THE N SIDE OF THE WILLAPA RIVER NEAR THE SMALL
 SC2400'RIDGE POINT ABOUT 1/2 MILE NE OF THE JOHNSON SLOUGH ENTRANCE AND 3
 SC2400'MILES N OF S BEND.  IT IS ABOUT 70 METERS SW OF THE TREE LINE OF
 SC2400'THE SMALL POINT AND 110 METERS NNW OF THE JUNCTION OF A 50-METER
 SC2400'WIDE SLOUGH OF THE SECOND LARGE BEND OF JOHNSON SLOUGH.
 SC2400'
 SC2400'STATION MARK IS STANDARD DISK SET IN CONCRETE IN 5-FOOT LENGTH OF
 SC2400'3-INCH CAST-IRON SOIL PIPE, PROTRUDING 1 FOOT ABOVE THE SURFACE OF
 SC2400'THE GROUND.
 SC2400'
 SC2400'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN CONCRETE
 SC2400'3-FOOT LENGTHS OF CAST-IRON SOIL PIPE.
 SC2400'
 SC2400'BEST REACHED BY BOAT AT PRESENT TIME (A NEW ROAD IS BEING BUILT
 SC2400'THAT WILL PASS FAIRLY CLOSE TO STATION).
 SC2400
 SC2400                          STATION RECOVERY (1953)
 SC2400
 SC2400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2400'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A COMPLETE DESCRIPTION
 SC2400'FOLLOWS--
 SC2400'
 SC2400'ON THE N SIDE OF THE WILLAPA RIVER, ABOUT 3 MI. N OF SOUTH BEND,
 SC2400'AND ABOUT 1/2 MI. NE OF THE JOHNSON SLOUGH ENTRANCE (BELOW THE POINT
 SC2400'OF A SMALL RIDGE), ABOUT 70 M. SW OF THE TREE LINE ON THE POINT
 SC2400'AND ABOUT 110 M. N-NW OF THE JUNCTION OF A 50-M. WIDE SLOUGH AND THE
 SC2400'SECOND BEND OF JOHNSON SLOUGH, ON A MARSHY POINT OF LAND.  A
 SC2400'STANDARD DISK, SET IN CONCRETE IN A 5-FT. LENGTH OF 3-IN. CAST-IRON
 SC2400'SOIL PIPE PROJECTING 1 FT.
 SC2400'
 SC2400'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN CONCRETE IN 3-FT.
 SC2400'LENGTHS OF CAST-IRON SOIL PIPE.
 SC2400'
 SC2400'REACHED BY BOAT AT HIGH TIDES BY GOING UP THE JOHNSON SLOUGH (AT
 SC2400'THE NW END OF THE WILLAPA HARBOR AIRPORT) ABOUT A 1/2 MI. TO THE
 SC2400'POINT WHERE ANOTHER SLOUGH ENTERS FROM THE NW AND LAND ON THE N
 SC2400'BANK AT THE STATION SITE.  ALSO APPROACHED BY LAND BY DRIVING W
 SC2400'ALONG WASHINGTON STATE HIGHWAY 13A TO THE T-ROAD JUNCTION JUST E OF
 SC2400'THE WILLAPA HARBOR AIRPORT, TURN RIGHT (E) ABOUT 0.4 MI., THEN TURN
 SC2400'LEFT (N), AND FOLLOW OLD LOGGING ROAD ABOUT 0.8 MI. TO A ROAD FORK,
 SC2400'TAKE THE RIGHT FORK AND PROCEED ABOUT 0.6 MI. BEYOND THE ROAD
 SC2400'FORK.  PACK S FROM THE ROAD ALONG THE RIDGE TO THE STATION SITE.
 SC2400'THE LOG ROAD IS IN VERY POOR CONDITION AND MAY BECOME IMPASSABLE AT
 SC2400'ANY TIME.
 SC2400'
 SC2400'NOTE--DIRECTIONS AND DISTANCES TO THE REFERENCE MARKS ARE REVERSED
 SC2400'FROM THE 1939 DESCRIPTION.  IT IS NOT KNOWN WHICH ARE CORRECT.
 SC2400
 SC2400                          STATION RECOVERY (1962)
 SC2400
 SC2400'RECOVERY NOTE BY WEYERHAEUSER COMPANY 1962
 SC2400'STATION AND R.M. NO. 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SC2400'R.M. 1 WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1717 ***********************************************************************
 SC1717  DESIGNATION -  COOPER 1873
 SC1717  PID         -  SC1717
 SC1717  STATE/COUNTY-  WA/WAHKIAKUM
 SC1717  USGS QUAD   -  NASSA POINT (1985)
 SC1717
 SC1717                         *CURRENT SURVEY CONTROL
 SC1717  ___________________________________________________________________
 SC1717* NAD 83(1991)-  46 09 29.16287(N)    123 15 15.79748(W)     ADJUSTED  
 SC1717* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 SC1717  ___________________________________________________________________
 SC1717  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 SC1717  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 SC1717
 SC1717  HORZ ORDER  -  SECOND
 SC1717
 SC1717.The horizontal coordinates were established by classical geodetic methods
 SC1717.and adjusted by the National Geodetic Survey in December 1991..
 SC1717
 SC1717.The orthometric height was scaled from a topographic map.
 SC1717
 SC1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1717
 SC1717.The geoid height was determined by GEOID03.
 SC1717
 SC1717;                    North         East     Units Scale Factor Converg.
 SC1717;SPC WA S     -    95,386.729   287,300.047   MT  0.99994220   -2 00 02.8
 SC1717;SPC WA S     -   312,947.96    942,583.57   sFT  0.99994220   -2 00 02.8
 SC1717;SPC OR N     -   280,494.979 2,287,276.356   MT  1.00004406   -1 57 12.1
 SC1717;SPC OR N     -   920,259.12  7,504,187.52   iFT  1.00004406   -1 57 12.1
 SC1717;UTM  10      - 5,111,645.268   480,358.315   MT  0.99960474   -0 11 00.5
 SC1717
 SC1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1717!SPC WA S     -   0.99999718  x   0.99994220  =   0.99993938
 SC1717!SPC OR N     -   0.99999718  x   1.00004406  =   1.00004124
 SC1717!UTM  10      -   0.99999718  x   0.99960474  =   0.99960193
 SC1717
 SC1717:                Primary Azimuth Mark                     Grid Az
 SC1717:SPC WA S     -  ABERNATHY 1873                           061 45 23.3
 SC1717:SPC OR N     -  ABERNATHY 1873                           061 42 32.6
 SC1717:UTM  10      -  ABERNATHY 1873                           059 56 21.0
 SC1717
 SC1717|---------------------------------------------------------------------|
 SC1717| PID    Reference Object                     Distance      Geod. Az  |
 SC1717|                                                           dddmmss.s |
 SC1717| SC1676 ABERNATHY 1873                      APPROX. 6.4 KM 0594520.5 |
 SC1717| SC1666 HODGKINS FISH HOUSE N GABLE         APPROX. 3.5 KM 0791852.2 |
 SC1717|---------------------------------------------------------------------|
 SC1717
 SC1717                          SUPERSEDED SURVEY CONTROL
 SC1717
 SC1717  NAD 83(1991)-  46 09 29.16287(N)    123 15 15.79748(W) AD(       ) 2
 SC1717  NAD 83(1986)-  46 09 29.17808(N)    123 15 15.79020(W) AD(       ) 2
 SC1717  NAD 27      -  46 09 29.77836(N)    123 15 11.35541(W) AD(       ) 2
 SC1717
 SC1717.Superseded values are not recommended for survey control.
 SC1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1717.See file dsdata.txt to determine how the superseded data were derived.
 SC1717
 SC1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8035811645(NAD 83)
 SC1717_MARKER: Z = SEE DESCRIPTION
 SC1717_SETTING: 0 = UNSPECIFIED SETTING
 SC1717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1717
 SC1717  HISTORY     - Date     Condition        Report By
 SC1717  HISTORY     - 1873     MONUMENTED       CGS
 SC1717  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SC1717
 SC1717                          STATION DESCRIPTION
 SC1717
 SC1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (CR)
 SC1717'STATION IS ON THE N SIDE OF THE COLUMBIA RIVER ON A SHARP RIDGE
 SC1717'ABOVE A ROCKY POINT, 91 FEET ABOVE THE RIVER.
 SC1717'
 SC1717'THE STATION IS MARKED BY A BOTTLE BURIED MOUTH UP 3 FEET BELOW THE
 SC1717'SURFACE, AND THE SURFACE MARK IS A SECTION OF THE ORIGINAL CENTER
 SC1717'POLE OF THE SIGNAL.  AROUND THE STATION, BURIED 1 FOOT, ARE 3
 SC1717'BOTTLES DISTANT ABOUT 6 FEET, AT EQUAL ANGLES, AND LYING ON THEIR
 SC1717'SIDES WITH THE NECKS POINTING TO THE STATION.
 SC1717'
 SC1717'THE THREE REFERENCE MARKS ARE STAKES BEARING N, S, AND E MAGNETIC
 SC1717'DISTANT 1.83 METERS.
 SC1717
 SC1717                          STATION RECOVERY (1936)
 SC1717
 SC1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1717'STATION RECOVERED AS DESCRIBED.  THE STATION WAS RE-MARKED BY
 SC1717'CEMENTING A STANDARD DISK STAMPED COOPER 1873 INTO A FOOT SECTION
 SC1717'OF 4-INCH CAST-IRON SOIL PIPE AND BURIED ABOUT 3 FEET UNDERGROUND.
 SC1717'
 SC1717'COOPER 2, 1936 IS 2.657 METERS DISTANT FROM THE STATION N 36 DEG 53
 SC1717'MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1718 ***********************************************************************
 SC1718  DESIGNATION -  COOPER 2
 SC1718  PID         -  SC1718
 SC1718  STATE/COUNTY-  WA/WAHKIAKUM
 SC1718  USGS QUAD   -  NASSA POINT (1985)
 SC1718
 SC1718                         *CURRENT SURVEY CONTROL
 SC1718  ___________________________________________________________________
 SC1718* NAD 83(1991)-  46 09 29.23170(N)    123 15 15.87181(W)     ADJUSTED  
 SC1718* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 SC1718  ___________________________________________________________________
 SC1718  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 SC1718  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 SC1718
 SC1718  HORZ ORDER  -  SECOND
 SC1718
 SC1718.The horizontal coordinates were established by classical geodetic methods
 SC1718.and adjusted by the National Geodetic Survey in December 1991..
 SC1718
 SC1718.The orthometric height was scaled from a topographic map.
 SC1718
 SC1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1718
 SC1718.The geoid height was determined by GEOID03.
 SC1718
 SC1718;                    North         East     Units Scale Factor Converg.
 SC1718;SPC WA S     -    95,388.908   287,298.527   MT  0.99994220   -2 00 02.8
 SC1718;SPC WA S     -   312,955.11    942,578.58   sFT  0.99994220   -2 00 02.8
 SC1718;SPC OR N     -   280,497.158 2,287,274.834   MT  1.00004407   -1 57 12.2
 SC1718;SPC OR N     -   920,266.27  7,504,182.53   iFT  1.00004407   -1 57 12.2
 SC1718;UTM  10      - 5,111,647.398   480,356.727   MT  0.99960474   -0 11 00.6
 SC1718
 SC1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1718!SPC WA S     -   0.99999718  x   0.99994220  =   0.99993938
 SC1718!SPC OR N     -   0.99999718  x   1.00004407  =   1.00004125
 SC1718!UTM  10      -   0.99999718  x   0.99960474  =   0.99960193
 SC1718
 SC1718:                Primary Azimuth Mark                     Grid Az
 SC1718:SPC WA S     -  COOPER POINT FRONT                       060 40 15.6
 SC1718:SPC OR N     -  COOPER POINT FRONT                       060 37 25.0
 SC1718:UTM  10      -  COOPER POINT FRONT                       058 51 13.4
 SC1718
 SC1718|---------------------------------------------------------------------|
 SC1718| PID    Reference Object                     Distance      Geod. Az  |
 SC1718|                                                           dddmmss.s |
 SC1718| SC1707 COOPER POINT FRONT                  APPROX. 0.5 KM 0584012.8 |
 SC1718| SC1706 ABERNATHY 2                         APPROX. 6.7 KM 0600253.9 |
 SC1718| SC1677 H AND B FISHHOUSE FLAGPOLE          APPROX. 5.1 KM 0673216.7 |
 SC1718| SC1713 EUREKA BAR DIKE LOWER LIGHT         APPROX. 2.5 KM 0674456.6 |
 SC1718| SC1712 EUREKA BAR DIKE UPPER LIGHT         APPROX. 3.2 KM 0705859.2 |
 SC1718| SC1689 EUREKA BAR LOWER DIKE LIGHT         APPROX. 1.7 KM 0711046.0 |
 SC1718| SC1710 HOTCHKISS DIKE LIGHT                APPROX. 3.4 KM 0780158.9 |
 SC1718| SC1678 DIKE 62.9 DOLPHIN SOUTH END         APPROX. 1.2 KM 0914439.7 |
 SC1718| SC1717 COOPER 1873                           2.657 METERS 14307     |
 SC1718| SC1729 COOPER USE 1936                      76.696 METERS 17137     |
 SC1718| CE3026 COOPER 2 RM 1                        11.110 METERS 30437     |
 SC1718|---------------------------------------------------------------------|
 SC1718
 SC1718                          SUPERSEDED SURVEY CONTROL
 SC1718
 SC1718  NAD 83(1991)-  46 09 29.23170(N)    123 15 15.87181(W) AD(       ) 2
 SC1718  NAD 83(1986)-  46 09 29.24693(N)    123 15 15.86455(W) AD(       ) 2
 SC1718  NAD 27      -  46 09 29.84719(N)    123 15 11.42974(W) AD(       ) 2
 SC1718
 SC1718.Superseded values are not recommended for survey control.
 SC1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1718.See file dsdata.txt to determine how the superseded data were derived.
 SC1718
 SC1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8035711647(NAD 83)
 SC1718_MARKER: Z = SEE DESCRIPTION
 SC1718_SETTING: 0 = UNSPECIFIED SETTING
 SC1718
 SC1718  HISTORY     - Date     Condition        Report By
 SC1718  HISTORY     - 1936     MONUMENTED       CGS
 SC1718  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1718  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SC1718
 SC1718                          STATION DESCRIPTION
 SC1718
 SC1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1718'STATION IS ON A SHARP, NARROW RIDGE, SLOPING UPWARD FROM THE ROCKY
 SC1718'POINT KNOWN AS COOPER POINT, ABOUT 100 FEET ABOVE THE RIVER.
 SC1718'
 SC1718'THE SURFACE MARK IS A STANDARD DISK CEMENTED INTO A 2 1/2-FOOT
 SC1718'SECTION OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING ABOUT 3 INCHES
 SC1718'ABOVE THE GROUND.  THE REFERENCE MARK IS SIMILARLY SET.
 SC1718'
 SC1718'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 SC1718'DESCRIBED IN NOTE 7A.
 SC1718
 SC1718                          STATION RECOVERY (1950)
 SC1718
 SC1718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1718'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION AS DESCRIBED
 SC1718'BY R.W.K. IN 1936.  DESCRIPTION IS ADEQUATE.
 SC1718'
 SC1718'CONSIDERABLE CLEARING AND TRIMMING OF BRANCHES WILL HAVE TO BE
 SC1718'DONE WHEN THIS STATION IS AGAIN OCCUPIED.
 SC1718
 SC1718                          STATION RECOVERY (1970)
 SC1718
 SC1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SC1718'AFTER A DILIGENT SEARCH NEITHER THE STATION MARK NOR THE REFERENCE
 SC1718'MARK WERE RECOVERED.  IT IS BELIEVED THAT THEY MAY HAVE BEEN
 SC1718'DESTROYED WHEN THE TRAIL TO COOPER POINT WAS IMPROVED BY A BULLDOZER.
 SC1718'
 SC1718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 7 MILES SOUTHEAST
 SC1718'OF CATHALAMET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0448 ***********************************************************************
 TQ0448  DESIGNATION -  COOPER MOUNTAIN
 TQ0448  PID         -  TQ0448
 TQ0448  STATE/COUNTY-  WA/CHELAN
 TQ0448  USGS QUAD   -  COOPER MTN (1968)
 TQ0448
 TQ0448                         *CURRENT SURVEY CONTROL
 TQ0448  ___________________________________________________________________
 TQ0448* NAD 83(1991)-  48 00 40.61989(N)    120 05 02.20768(W)     ADJUSTED  
 TQ0448* NAVD 88     -      1789.0    (meters)    5869.     (feet)  VERTCON   
 TQ0448  ___________________________________________________________________
 TQ0448  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 TQ0448  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 TQ0448
 TQ0448  HORZ ORDER  -  FIRST
 TQ0448
 TQ0448.The horizontal coordinates were established by classical geodetic methods
 TQ0448.and adjusted by the National Geodetic Survey in December 1991..
 TQ0448
 TQ0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0448
 TQ0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0448
 TQ0448.The geoid height was determined by GEOID03.
 TQ0448
 TQ0448;                    North         East     Units Scale Factor Converg.
 TQ0448;SPC WA N     -   112,708.709   555,907.040   MT  0.99994398   +0 33 28.6
 TQ0448;SPC WA N     -   369,778.49  1,823,838.35   sFT  0.99994398   +0 33 28.6
 TQ0448;UTM  10      - 5,321,669.279   717,467.274   MT  1.00018114   +2 10 05.8
 TQ0448
 TQ0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0448!SPC WA N     -   0.99972258  x   0.99994398  =   0.99966657
 TQ0448!UTM  10      -   0.99972258  x   1.00018114  =   0.99990367
 TQ0448
 TQ0448|---------------------------------------------------------------------|
 TQ0448| PID    Reference Object                     Distance      Geod. Az  |
 TQ0448|                                                           dddmmss.s |
 TQ0448| CF1267 COOPER MOUNTAIN RM 1                  8.000 METERS 17527     |
 TQ0448| TQ0449 COOPER MTN LOOKOUT TOWER              9.319 METERS 19404     |
 TQ0448| CF1268 COOPER MOUNTAIN RM 2                  7.039 METERS 20803     |
 TQ0448| SX1114 STORMY MTN FOREST SERVICE LOH       APPROX.23.7 KM 2375651.8 |
 TQ0448| CF1266 COOPER MOUNTAIN AZ MK                              3071005.1 |
 TQ0448|---------------------------------------------------------------------|
 TQ0448
 TQ0448                          SUPERSEDED SURVEY CONTROL
 TQ0448
 TQ0448  NAD 83(1986)-  48 00 40.62352(N)    120 05 02.19681(W) AD(       ) 1
 TQ0448  NAD 27      -  48 00 41.12300(N)    120 04 57.92100(W) AD(       ) 1
 TQ0448  NGVD 29 (07/19/86) 1787.7    (m)         5865.     (f) VERT ANG       
 TQ0448
 TQ0448.Superseded values are not recommended for survey control.
 TQ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0448.See file dsdata.txt to determine how the superseded data were derived.
 TQ0448
 TQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU1746721669(NAD 83)
 TQ0448_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TQ0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0448
 TQ0448  HISTORY     - Date     Condition        Report By
 TQ0448  HISTORY     - 1950     MONUMENTED       CGS
 TQ0448  HISTORY     - 1968     SEE DESCRIPTION  USGS
 TQ0448
 TQ0448                          STATION DESCRIPTION
 TQ0448
 TQ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TQ0448'THE STATION IS LOCATED ON THE HIGHEST POINT OF COOPER MOUNTAIN,
 TQ0448'NEAR THE COOPER MOUNTAIN LOOKOUT TOWER, ABOUT 12 MILES AIRLINE NORTH
 TQ0448'OF CHELAN, ABOUT 9 MILES AIRLINE WEST-SOUTHWEST OF PATEROS, AND
 TQ0448'ABOUT 9 MILES AIRLINE SOUTH-SOUTHWEST OF METHOW.
 TQ0448'
 TQ0448'TO REACH THE STATION FROM THE POST OFFICE IN CHELAN, GO NORTH ABOUT
 TQ0448'100 FEET TO A STOP SIGN.  TURN LEFT AND GO 1 BLOCK TO A SIDE ROAD ON
 TQ0448'THE RIGHT.  TURN RIGHT AS PER SIGN MANSON 9 AND GO 0.1 MILE TO A
 TQ0448'FORK.  TURN LEFT AND GO 2.0 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 TQ0448'RIGHT, ONTO A GRAVELED ROAD, AND GO 1.2 MILES TO A FORK.  KEEP
 TQ0448'STRAIGHT AHEAD, LEFT, AND GO 1.5 MILES TO A FORK.  KEEP STRAIGHT
 TQ0448'AHEAD, LEFT, AND GO 0.8 MILE TO A FORK.  KEEP STRAIGHT AHEAD,
 TQ0448'RIGHT, AS PER SIGN COOPER MTN. RD. AND GO 4.0 MILES TO A FORK.  KEEP
 TQ0448'STRAIGHT AHEAD, LEFT, AS PER SIGN COOPER MT. L.O. AND GO 1.0 MILE
 TQ0448'TO A FORK.  KEEP STRAIGHT AHEAD, LEFT, AS PER SIGN COOPER MT. RD.
 TQ0448'AND GO 1.1 MILES TO A FORK.  TURN RIGHT AND GO 4.4 MILES TO A FORK.
 TQ0448'KEEP STRAIGHT AHEAD, LEFT, AND GO 0.8 MILE TO A FORK.  KEEP
 TQ0448'STRAIGHT AHEAD, LEFT, AS PER SIGN COOPER MT. L.O. AND GO 0.2 MILE
 TQ0448'TO THE TOP OF THE MOUNTAIN, THE LOOKOUT TOWER AND THE STATION.
 TQ0448'
 TQ0448'THE STATION MARK IS A STANDARD DISK STAMPED COOPER MTN 1950 SET IN
 TQ0448'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 4
 TQ0448'INCHES ABOVE THE GROUND.  IT IS ABOUT 26 FEET NORTH OF THE NORTHEAST
 TQ0448'LEG OF THE LOOKOUT TOWER.
 TQ0448'
 TQ0448'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED COOPER MTN NO 1
 TQ0448'1950 SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE OF THE
 TQ0448'NORTHEAST LEG OF THE LOOKOUT TOWER.  IT IS ABOUT 4 FEET HIGHER THAN
 TQ0448'THE STATION.
 TQ0448'
 TQ0448'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED COOPER MTN NO 2
 TQ0448'1950 SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE OF THE
 TQ0448'NORTHWEST LEG OF THE LOOKOUT TOWER.  IT IS ABOUT 4 FEET HIGHER THAN
 TQ0448'THE STATION.
 TQ0448'
 TQ0448'THE AZIMUTH MARK IS LOCATED ALONG A TELEPHONE LINE THAT RUNS
 TQ0448'NORTHWEST FROM THE LOOKOUT AND IS A STANDARD DISK STAMPED COOPER MTN
 TQ0448'1950 SET IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS ABOUT
 TQ0448'2 INCHES ABOVE THE GROUND.  IT IS ABOUT 20 FEET EAST OF A TELEPHONE
 TQ0448'POLE WITH A TRIANGLE BLAZE.  TO REACH THE AZIMUTH MARK FROM THE
 TQ0448'STATION, GO NORTHWEST ALONG THE TELEPHONE LINE FOR 0.2 MILE TO A
 TQ0448'TELEPHONE POLE WITH A TRIANGLE BLAZE AND THE AZIMUTH MARK.
 TQ0448'
 TQ0448'THE COOPER MOUNTAIN LOOKOUT TOWER IS A 12-FOOT SQUARE WOODEN
 TQ0448'BUILDING, PAINTED WHITE, MOUNTED ON THE TOP OF A 60-FOOT CREOSOTED,
 TQ0448'WOODEN TOWER.
 TQ0448
 TQ0448                          STATION RECOVERY (1968)
 TQ0448
 TQ0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TQ0448'DELETE ALL REFERENCE TO THE LOOKOUT TOWER.  THE USFS, CHELAN,
 TQ0448'WASHINGTON HAS DISMANTLED THE TOWER (SEPTEMBER 1968).  ALL OTHER
 TQ0448'MARKS ARE IN GOOD CONDITION AND THE CONCRETE PIERS CONTAINING THE
 TQ0448'REFERENCE MARKS ARE INTACT AS OF THIS REPORT.
 TQ0448'
 TQ0448'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN LOCATED ON THE
 TQ0448'HIGHEST POINT OF COOPER MTN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0449 ***********************************************************************
 TQ0449  DESIGNATION -  COOPER MTN LOOKOUT TOWER
 TQ0449  PID         -  TQ0449
 TQ0449  STATE/COUNTY-  WA/CHELAN
 TQ0449  USGS QUAD   -  COOPER MTN (1968)
 TQ0449
 TQ0449                         *CURRENT SURVEY CONTROL
 TQ0449  ___________________________________________________________________
 TQ0449* NAD 83(1991)-  48 00 40.32721(N)    120 05 02.31691(W)     ADJUSTED  
 TQ0449* NAVD 88     -                                                        
 TQ0449  ___________________________________________________________________
 TQ0449  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 TQ0449  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 TQ0449
 TQ0449  HORZ ORDER  -  THIRD
 TQ0449
 TQ0449.The horizontal coordinates were established by classical geodetic methods
 TQ0449.and adjusted by the National Geodetic Survey in December 1991..
 TQ0449
 TQ0449
 TQ0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0449
 TQ0449.The geoid height was determined by GEOID03.
 TQ0449
 TQ0449;                    North         East     Units Scale Factor Converg.
 TQ0449;SPC WA N     -   112,699.648   555,904.865   MT  0.99994398   +0 33 28.5
 TQ0449;SPC WA N     -   369,748.76  1,823,831.21   sFT  0.99994398   +0 33 28.5
 TQ0449;UTM  10      - 5,321,660.159   717,465.353   MT  1.00018113   +2 10 05.7
 TQ0449
 TQ0449                          SUPERSEDED SURVEY CONTROL
 TQ0449
 TQ0449  NAD 83(1986)-  48 00 40.33083(N)    120 05 02.30614(W) AD(       ) 4
 TQ0449  NAD 27      -  48 00 40.83000(N)    120 04 58.03000(W) AD(       ) 3
 TQ0449
 TQ0449.Superseded values are not recommended for survey control.
 TQ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0449.See file dsdata.txt to determine how the superseded data were derived.
 TQ0449
 TQ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU1746521660(NAD 83)
 TQ0449
 TQ0449  HISTORY     - Date     Condition        Report By
 TQ0449  HISTORY     - 1940     MONUMENTED       CGS
 TQ0449  HISTORY     - 1967     SEE DESCRIPTION  WAA
 TQ0449
 TQ0449                          STATION DESCRIPTION
 TQ0449
 TQ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 TQ0449'STATION IS LOCATED ABOUT 12 MILES NNW OF CHELAN IN THE CHELAN
 TQ0449'NATIONAL FOREST.  THE STRUCTURE IS A TOWER, AT AN ELEVATION OF 5,820
 TQ0449'FEET ON THE OKANOGAN-CHELAN COUNTY LINE.
 TQ0449
 TQ0449                          STATION RECOVERY (1967)
 TQ0449
 TQ0449'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1967
 TQ0449'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6059 ***********************************************************************
 AA6059  DESIGNATION -  COOPER RIVER BASIN
 AA6059  PID         -  AA6059
 AA6059  STATE/COUNTY-  WA/KITTITAS
 AA6059  USGS QUAD   -  POLALLIE RIDGE (1989)
 AA6059
 AA6059                         *CURRENT SURVEY CONTROL
 AA6059  ___________________________________________________________________
 AA6059* NAD 83(1998)-  47 25 41.86487(N)    121 11 46.76225(W)     ADJUSTED  
 AA6059* NAVD 88     -      1010.8    (meters)    3316.     (feet)  GPS OBS   
 AA6059  ___________________________________________________________________
 AA6059  X           -  -2,239,407.694 (meters)                     COMP
 AA6059  Y           -  -3,698,237.237 (meters)                     COMP
 AA6059  Z           -   4,674,838.613 (meters)                     COMP
 AA6059  LAPLACE CORR-          10.25  (seconds)                    DEFLEC99
 AA6059  ELLIP HEIGHT-         991.80  (meters)          (07/05/01) GPS OBS
 AA6059  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 AA6059
 AA6059  HORZ ORDER  -  FIRST
 AA6059  ELLP ORDER  -  FOURTH    CLASS II
 AA6059
 AA6059.The horizontal coordinates were established by GPS observations
 AA6059.and adjusted by the National Geodetic Survey in July 2001..
 AA6059.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6059.DATUM ITEM on the data sheet items page.
 AA6059
 AA6059.The orthometric height was determined by GPS observations and a
 AA6059.high-resolution geoid model.
 AA6059
 AA6059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6059
 AA6059.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6059
 AA6059.The ellipsoidal height was determined by GPS observations
 AA6059.and is referenced to NAD 83.
 AA6059
 AA6059.The geoid height was determined by GEOID03.
 AA6059
 AA6059;                    North         East     Units Scale Factor Converg.
 AA6059;SPC WA S     -   233,099.772   447,464.630   MT  1.00002312   -0 30 20.9
 AA6059;SPC WA S     -   764,761.50  1,468,056.87   sFT  1.00002312   -0 30 20.9
 AA6059;UTM  10      - 5,254,337.826   636,024.087   MT  0.99982738   +1 19 42.6
 AA6059
 AA6059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6059!SPC WA S     -   0.99984457  x   1.00002312  =   0.99986768
 AA6059!UTM  10      -   0.99984457  x   0.99982738  =   0.99967197
 AA6059
 AA6059                          SUPERSEDED SURVEY CONTROL
 AA6059
 AA6059  NAD 83(1991)-  47 25 41.86315(N)    121 11 46.76367(W) AD(       ) 1
 AA6059  ELLIP H (06/21/95)  991.95   (m)                       GP(       ) 4 2
 AA6059
 AA6059.Superseded values are not recommended for survey control.
 AA6059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6059.See file dsdata.txt to determine how the superseded data were derived.
 AA6059
 AA6059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3602454338(NAD 83)
 AA6059_MARKER: A = ALUMINUM MARKER
 AA6059_SETTING: 66 = SET IN ROCK OUTCROP
 AA6059_STAMPING: COOPER RIVER BASIN 1991
 AA6059_MARK LOGO: USFS  
 AA6059_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA6059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6059+STABILITY: SURFACE MOTION
 AA6059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6059+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA6059
 AA6059  HISTORY     - Date     Condition        Report By
 AA6059  HISTORY     - 1991     MONUMENTED       USFS
 AA6059
 AA6059                          STATION DESCRIPTION
 AA6059
 AA6059'DESCRIBED BY US FOREST SERVICE 1991 (LDF)
 AA6059'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6059'APPROXIMATELY 41 MI (66.0 KM) WEST OF WENATCHEE, 20.5 MI (33.0 KM)
 AA6059'NORTHWEST OF CLE ELUM, AND 13.5 MI (21.7 KM) NORTH OF EASTON IN THE NE
 AA6059'1/4 SEC 3, T22N, R13E, W.M. TO REACH THE STATION FROM THE U.S. FOREST
 AA6059'SERVICE GUARD STATION AT SALMON LA SAC, PROCEED SOUTH FOR 1.15 MI
 AA6059'(1.85 KM) ON HIGHWAY 903 TO THE INTERSECTION WITH FOREST ROAD 46. TURN
 AA6059'RIGHT AND PROCEED WEST AND NORTHWEST ON FOREST ROAD FOR 6.38 MI (10.27
 AA6059'KM) TO STATION ON RIGHT. THE STATION IS A USDA FS ALUMINUM CAP SET IN
 AA6059'A PARTIALLY EXPOSED BOULDER WITH 2' X 1' SHOWING, AND STAMPED "COOPER
 AA6059'RIVER BASIN 1991". THE DISK IS LOCATED 82 FT (25.0 M) NORTHWEST OF
 AA6059'INTERSECTION OF CREEK AND FOREST ROAD 46, 45 FT (13.7 M) NORTH OF
 AA6059'FOREST ROAD 46, AND 3 FT (0.9 M) NORTHEAST OF FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1729 ***********************************************************************
 SC1729  DESIGNATION -  COOPER USE 1936
 SC1729  PID         -  SC1729
 SC1729  STATE/COUNTY-  WA/WAHKIAKUM
 SC1729  USGS QUAD   -  NASSA POINT (1985)
 SC1729
 SC1729                         *CURRENT SURVEY CONTROL
 SC1729  ___________________________________________________________________
 SC1729* NAD 83(1991)-  46 09 26.77423(N)    123 15 15.35104(W)     ADJUSTED  
 SC1729* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 SC1729  ___________________________________________________________________
 SC1729  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 SC1729  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 SC1729
 SC1729  HORZ ORDER  -  THIRD
 SC1729
 SC1729.The horizontal coordinates were established by classical geodetic methods
 SC1729.and adjusted by the National Geodetic Survey in December 1991..
 SC1729
 SC1729.The orthometric height was scaled from a topographic map.
 SC1729
 SC1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1729
 SC1729.The geoid height was determined by GEOID03.
 SC1729
 SC1729;                    North         East     Units Scale Factor Converg.
 SC1729;SPC WA S     -    95,312.691   287,307.045   MT  0.99994229   -2 00 02.5
 SC1729;SPC WA S     -   312,705.05    942,606.53   sFT  0.99994229   -2 00 02.5
 SC1729;SPC OR N     -   280,420.940 2,287,283.416   MT  1.00004386   -1 57 11.8
 SC1729;SPC OR N     -   920,016.21  7,504,210.68   iFT  1.00004386   -1 57 11.8
 SC1729;UTM  10      - 5,111,571.515   480,367.654   MT  0.99960474   -0 11 00.2
 SC1729
 SC1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1729!SPC WA S     -   1.00000048  x   0.99994229  =   0.99994277
 SC1729!SPC OR N     -   1.00000048  x   1.00004386  =   1.00004434
 SC1729!UTM  10      -   1.00000048  x   0.99960474  =   0.99960522
 SC1729
 SC1729:                Primary Azimuth Mark                     Grid Az
 SC1729:SPC WA S     -  EUREKA DIKE LOWER LIGHT                  068 02 21.3
 SC1729:SPC OR N     -  EUREKA DIKE LOWER LIGHT                  067 59 30.6
 SC1729:UTM  10      -  EUREKA DIKE LOWER LIGHT                  066 13 19.0
 SC1729
 SC1729|---------------------------------------------------------------------|
 SC1729| PID    Reference Object                     Distance      Geod. Az  |
 SC1729|                                                           dddmmss.s |
 SC1729| SC1711 EUREKA DIKE LOWER LIGHT             APPROX. 2.5 KM 0660218.8 |
 SC1729| SC1688 EUREKA LOWER DIKE LIGHT             APPROX. 1.7 KM 0684507.1 |
 SC1729| SC1715 EUREKA DIKE UPPER LIGHT             APPROX. 3.2 KM 0693725.7 |
 SC1729| SC1714 HOTCHKISS DIKE LIGHT 1950           APPROX. 3.4 KM 0764137.8 |
 SC1729| SC1693 WALLACE ISLAND LIGHT                APPROX. 2.1 KM 1194803.4 |
 SC1729| SC1687 LACE 2                              APPROX. 1.9 KM 1243200.4 |
 SC1729| SC1728 COOPER POINT LIGHT                   18.496 METERS 18131     |
 SC1729|---------------------------------------------------------------------|
 SC1729
 SC1729                          SUPERSEDED SURVEY CONTROL
 SC1729
 SC1729  NAD 83(1991)-  46 09 26.77423(N)    123 15 15.35104(W) AD(       ) 3
 SC1729  NAD 83(1986)-  46 09 26.78947(N)    123 15 15.34377(W) AD(       ) 3
 SC1729  NAD 27      -  46 09 27.38993(N)    123 15 10.90905(W) AD(       ) 3
 SC1729
 SC1729.Superseded values are not recommended for survey control.
 SC1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1729.See file dsdata.txt to determine how the superseded data were derived.
 SC1729
 SC1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8036811572(NAD 83)
 SC1729_MARKER: DD = SURVEY DISK
 SC1729_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC1729_SP_SET: METAL PIPE IMBEDDED IN GROUND
 SC1729_STAMPING: COOPER 1917 1965
 SC1729_MARK LOGO: USE   
 SC1729_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1729+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1990
 SC1729
 SC1729  HISTORY     - Date     Condition        Report By
 SC1729  HISTORY     - 1936     MONUMENTED       USE
 SC1729  HISTORY     - 1936     GOOD             USE
 SC1729  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SC1729  HISTORY     - 19900302 GOOD             MGSINC
 SC1729  HISTORY     - 20010628 MARK NOT FOUND   USPSQD
 SC1729
 SC1729                          STATION DESCRIPTION
 SC1729
 SC1729'DESCRIBED BY US ENGINEERS 1936 (RWK)
 SC1729'STATION IS ON COOPER POINT, 18.5 METERS N OF THE COOPER POINT LIGHT
 SC1729'AND ABOUT 21 METERS N OF THE STEEP, ROCKY, RIVER BANK, NEAR THE
 SC1729'CENTER OF THE POINT, AN IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE
 SC1729'THE SURFACE.
 SC1729
 SC1729                          STATION RECOVERY (1936)
 SC1729
 SC1729'RECOVERY NOTE BY US ENGINEERS 1936
 SC1729'RECOVERED IN GOOD CONDITION.
 SC1729
 SC1729                          STATION RECOVERY (1970)
 SC1729
 SC1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SC1729'THE STATION WAS RECOVERED IN GOOD CONDITION.  A U.S. ENGINEERS
 SC1729'STANDARD DISK, STAMPED COOPER 1917 1965, HAS BEEN CEMENTED INTO THE
 SC1729'PIPE.  THE ORIGINAL TO REACH IS VAGUE.  A NEW AND COMPLETE
 SC1729'DESCRIPTION FOLLOWS.
 SC1729'
 SC1729'THE STATION IS 7 MILES NORTHWEST OF STELLA, AND 7 MILES SOUTHEAST
 SC1729'OF CATHALAMET ON A ROCKY POINT ON THE NORTH BANK OF THE COLUMBIA
 SC1729'RIVER.
 SC1729'
 SC1729'TO REACH THE STATION FROM THE CATHALAMET POST OFFICE GO NORTHEAST ON
 SC1729'STATE HIGHWAY 409 FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY
 SC1729'4, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 4 FOR 7.1 MILES TO
 SC1729'MILE POST NO. 43, CONTINUE SOUTHEAST ON THE HIGHWAY FOR 0.25 MILE
 SC1729'TO A DRIVEWAY ON THE RIGHT WITH THE NAME PLATE JOHN P. OKERLUND,
 SC1729'TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR 0.05 MILE TO A TRAILER
 SC1729'HOME AT THE END OF THE ROAD.  FROM HERE PACK SOUTH-SOUTHWEST ON THE
 SC1729'POPULAR TRAIL AT THE FRONT OF THE TRAILER FOR 500 FEET TO THE COOPER
 SC1729'POINT NAVAGATION LIGHT AND THE STATION.  THE STATION IS 60 FEET
 SC1729'NORTHEAST OF THE LIGHT AND 60 FEET ABOVE THE RIVER.  THE PIPE IS
 SC1729'SET IN CONCRETE AND PROJECTS 5 INCHES.
 SC1729'
 SC1729'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 7 MILES SOUTHEAST
 SC1729'OF CATHALAMET.
 SC1729
 SC1729                          STATION RECOVERY (1990)
 SC1729
 SC1729'RECOVERY NOTE BY MINISTER AND GLAESER 1990
 SC1729'THE STATION IS 7 MILES NORTHWEST OF STELLA, AND 7 MILES SOUTHEAST
 SC1729'OF CATHALAMET ON A ROCKY POINT ON THE NORTH BANK OF THE COLUMBIA
 SC1729'RIVER.
 SC1729'TO REACH THE STATION FROM THE CATHALAMET POST OFFICE GO NORTHEAST ON
 SC1729'STATE HIGHWAY 409 FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY
 SC1729'4, TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 4 FOR 7.1 MILES TO
 SC1729'MILE POST NO. 43, CONTINUE SOUTHEAST ON THE HIGHWAY FOR 0.25 MILE
 SC1729'TO A DRIVEWAY ON THE RIGHT WITH THE NAME PLATE JOHN P. OKERLUND,
 SC1729'TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR 0.05 MILE TO A TRAILER
 SC1729'HOME AT THE END OF THE ROAD.  FROM HERE PACK SOUTH-SOUTHWEST ON THE
 SC1729'POPULAR TRAIL AT THE FRONT OF THE TRAILER FOR 500 FEET TO THE COOPER
 SC1729'POINT NAVAGATION LIGHT AND THE STATION.  THE STATION IS 60 FEET
 SC1729'NORTHEAST OF THE LIGHT AND 60 FEET ABOVE THE RIVER.  THE PIPE IS
 SC1729'SET IN CONCRETE AND PROJECTS 5 INCHES.
 SC1729
 SC1729                          STATION RECOVERY (2001)
 SC1729
 SC1729'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 SC1729'ALTHOUGH NOT LOCATED, LOCAL RESIDENT LIVING NEARBY SAYS HE KNOWS THAT
 SC1729'IT IS THERE AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3331 ***********************************************************************
 SY3331  DESIGNATION -  COP
 SY3331  PID         -  SY3331
 SY3331  STATE/COUNTY-  WA/THURSTON
 SY3331  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3331
 SY3331                         *CURRENT SURVEY CONTROL
 SY3331  ___________________________________________________________________
 SY3331* NAD 83(1991)-  47 08 44.88232(N)    122 55 33.11487(W)     ADJUSTED  
 SY3331* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3331  ___________________________________________________________________
 SY3331  LAPLACE CORR-          -8.51  (seconds)                    DEFLEC99
 SY3331  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 SY3331
 SY3331  HORZ ORDER  -  THIRD
 SY3331
 SY3331.The horizontal coordinates were established by classical geodetic methods
 SY3331.and adjusted by the National Geodetic Survey in December 1991..
 SY3331
 SY3331.The orthometric height was scaled from a topographic map.
 SY3331
 SY3331.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3331
 SY3331.The geoid height was determined by GEOID03.
 SY3331
 SY3331;                    North         East     Units Scale Factor Converg.
 SY3331;SPC WA S     -   204,290.492   316,036.809   MT  0.99996250   -1 45 43.7
 SY3331;SPC WA S     -   670,243.06  1,036,864.10   sFT  0.99996250   -1 45 43.7
 SY3331;UTM  10      - 5,221,369.280   505,620.787   MT  0.99960039   +0 03 15.7
 SY3331
 SY3331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3331!SPC WA S     -   1.00000326  x   0.99996250  =   0.99996576
 SY3331!UTM  10      -   1.00000326  x   0.99960039  =   0.99960365
 SY3331
 SY3331:                Primary Azimuth Mark                     Grid Az
 SY3331:SPC WA S     -  BRISCO POINT LIGHT                       063 48 56.1
 SY3331:UTM  10      -  BRISCO POINT LIGHT                       061 59 56.7
 SY3331
 SY3331|---------------------------------------------------------------------|
 SY3331| PID    Reference Object                     Distance      Geod. Az  |
 SY3331|                                                           dddmmss.s |
 SY3331| SY3352 BRISCO POINT LIGHT                  APPROX. 4.0 KM 0620312.4 |
 SY3331| SY3358 DOFFLEMEYER POINT LIGHT             APPROX. 1.5 KM 1123533.2 |
 SY3331| SY3246 LET                                 APPROX. 2.4 KM 1782948.0 |
 SY3331| CE3472 COP RM 1                             16.500 METERS 21241     |
 SY3331| CE3473 COP RM 2                              8.355 METERS 26959     |
 SY3331|---------------------------------------------------------------------|
 SY3331
 SY3331                          SUPERSEDED SURVEY CONTROL
 SY3331
 SY3331  NAD 83(1986)-  47 08 44.87965(N)    122 55 33.12349(W) AD(       ) 3
 SY3331  NAD 27      -  47 08 45.53400(N)    122 55 28.61600(W) AD(       ) 3
 SY3331
 SY3331.Superseded values are not recommended for survey control.
 SY3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3331.See file dsdata.txt to determine how the superseded data were derived.
 SY3331
 SY3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0562121369(NAD 83)
 SY3331_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3331
 SY3331  HISTORY     - Date     Condition        Report By
 SY3331  HISTORY     - 1924     MONUMENTED       CGS
 SY3331  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3331  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3331
 SY3331                          STATION DESCRIPTION
 SY3331
 SY3331'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3331'ON THE MAINLAND AT COOPER POINT WHICH POINT DIVIDES BUDD INLET AND
 SY3331'ELD INLET.  THE STATION IS ON THE W SIDE END OF COOPER POINT ABOUT
 SY3331'10 METERS FROM THE END OF CLAY BANK AND BRUSH, THE POST IS AT THE
 SY3331'HIGH-WATER MARK.
 SY3331'
 SY3331'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY3331'DISK SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3331'
 SY3331'BOTH REFERENCE MARKS ARE AT THE FOOT OF THE CLAY BANK.
 SY3331'
 SY3331'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3331
 SY3331                          STATION RECOVERY (1936)
 SY3331
 SY3331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3331'RECOVERED AS DESCRIBED.  REFERENCE MARK NO.1 IS BURIED UNDER A FRESH
 SY3331'SLIDE.  DESCRIPTION ADEQUATE.
 SY3331
 SY3331                          STATION RECOVERY (1958)
 SY3331
 SY3331'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3331'UNABLE TO LOCATE EITHER STATION OR REFERENCE MARKS.  IT IS QUITE
 SY3331'LIKELY THAT THE REFERENCE MARKS ARE COVERED BY SLIDE OF
 SY3331'BLUFF.  HAVING NO DEFINITE POINTS TO REFERENCE FROM, IT WAS
 SY3331'DIFFICULT TO PIN THE STATION DOWN TO AN EXACT AREA.  STATION MAY
 SY3331'BE CONSIDERED AS TEMPORARILY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0747 ***********************************************************************
 SD0747  DESIGNATION -  COPALIS
 SD0747  PID         -  SD0747
 SD0747  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0747  USGS QUAD   -  MOCLIPS (1994)
 SD0747
 SD0747                         *CURRENT SURVEY CONTROL
 SD0747  ___________________________________________________________________
 SD0747* NAD 83(1991)-  47 08 59.04737(N)    124 11 14.07030(W)     ADJUSTED  
 SD0747* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 SD0747  ___________________________________________________________________
 SD0747  LAPLACE CORR-           8.71  (seconds)                    DEFLEC99
 SD0747  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 SD0747
 SD0747  HORZ ORDER  -  THIRD
 SD0747
 SD0747.The horizontal coordinates were established by classical geodetic methods
 SD0747.and adjusted by the National Geodetic Survey in December 1991..
 SD0747
 SD0747.The orthometric height was scaled from a topographic map.
 SD0747
 SD0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0747
 SD0747.The geoid height was determined by GEOID03.
 SD0747
 SD0747;                    North         East     Units Scale Factor Converg.
 SD0747;SPC WA S     -   208,433.791   220,459.717   MT  0.99996317   -2 40 42.2
 SD0747;SPC WA S     -   683,836.53    723,291.59   sFT  0.99996317   -2 40 42.2
 SD0747;UTM  10      - 5,222,487.601   409,992.212   MT  0.99969957   -0 52 13.7
 SD0747
 SD0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0747!SPC WA S     -   0.99999586  x   0.99996317  =   0.99995903
 SD0747!UTM  10      -   0.99999586  x   0.99969957  =   0.99969543
 SD0747
 SD0747                          SUPERSEDED SURVEY CONTROL
 SD0747
 SD0747  NAD 83(1986)-  47 08 59.03043(N)    124 11 14.07540(W) AD(       ) 3
 SD0747  NAD 27      -  47 08 59.92000(N)    124 11 09.44000(W) AD(       ) 3
 SD0747
 SD0747.Superseded values are not recommended for survey control.
 SD0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0747.See file dsdata.txt to determine how the superseded data were derived.
 SD0747
 SD0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT0999222488(NAD 83)
 SD0747_MARKER: DS = TRIANGULATION STATION DISK
 SD0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0747_MARK LOGO: CGS   
 SD0747_PROJECTION: FLUSH
 SD0747_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0747+STABILITY: SURFACE MOTION
 SD0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SD0747+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1988
 SD0747
 SD0747  HISTORY     - Date     Condition        Report By
 SD0747  HISTORY     - 1914     MONUMENTED       CGS
 SD0747  HISTORY     - 1927     GOOD             CGS
 SD0747  HISTORY     - 1951     MARK NOT FOUND   CGS
 SD0747  HISTORY     - 1955     GOOD             CGS
 SD0747  HISTORY     - 1964     GOOD             LOCENG
 SD0747  HISTORY     - 19880719 GOOD             NGS
 SD0747
 SD0747                          STATION DESCRIPTION
 SD0747
 SD0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 SD0747'STATION IS ABOUT 100 METERS BACK FROM THE SHORE LINE AND ABREAST OF
 SD0747'COPALIS ROCK.
 SD0747'
 SD0747'STATION IS A STANDARD DISK CEMENTED IN THE TOP OF A CONCRETE
 SD0747'MASONRY PIER 12 BY 12 INCHES AT THE TOP AND 18 BY 18 INCHES AT THE
 SD0747'BASE AND PROJECTING 30 INCHES ABOVE GROUND.  THE PIER EXTENDS FROM 18
 SD0747'INCHES TO 24 INCHES UNDERGROUND, MAKING THE TOTAL HEIGHT FROM 48
 SD0747'INCHES TO 54 INCHES.  THE SUBSURFACE MARK IS A 1-INCH DRILL HOLE 2
 SD0747'INCHES DEEP IN A 6- BY 6- BY 5-INCH STONE SET IN SOLID GROUND
 SD0747'ABOUT 2 FEET BELOW THE SURFACE, AND WAS PLACED DIRECTLY UNDER THE
 SD0747'LIGHT STAND WHICH WAS BUILT 190 FEET ABOVE GROUND BY BRIDGING
 SD0747'BETWEEN THE TOPS OF TWO LARGE SPRUCE TREES.  THE SIGNAL IS VISIBLE
 SD0747'FROM THE SHORE AT THE ROCK.
 SD0747'
 SD0747'A STANDARD REFERENCE MARK CEMENTED IN THE TOP OF A STONE 5 BY 8 BY
 SD0747'20 INCHES LONG SET IN THE GROUND WITH 6 INCHES ABOVE THE SURFACE
 SD0747'WAS PLACED CLOSE TO THE TRAIL LEADING TO THE STATION.  THE BEACH
 SD0747'BETWEEN MOCLIPS AND COPALIS IS SUITABLE FOR WAGONS.  AN INSTRUMENT
 SD0747'MAY BE MOUNTED AT THIS STATION FOR INTERSECTIONS.
 SD0747
 SD0747                          STATION RECOVERY (1927)
 SD0747
 SD0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (TJM)
 SD0747'STATION MARK FOUND IN GOOD CONDITION.  IT IS 230 METERS FROM THE
 SD0747'BEACH INSTEAD OF 100 METERS AS IN THE DESCRIPTION.  THE LIGHT STAND
 SD0747'IS GONE, BUT TREES IN WHICH IT WAS BUILT ARE STILL STANDING.
 SD0747
 SD0747                          STATION RECOVERY (1951)
 SD0747
 SD0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 SD0747'AN HOUR SEARCH WAS MADE IN THE AREA BUT DUE TO THE LACK OF REFERENCE
 SD0747'TIES THE STATION WAS NOT RECOVERED.  THE AREA IS HEAVILY WOODED WITH
 SD0747'NUMEROUS WIND-FALLS AND A THICK GROWTH OF BRUSH.
 SD0747
 SD0747                          STATION RECOVERY (1955)
 SD0747
 SD0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 SD0747'RECOVERED.  THE STATION WAS RECOVERED IN GOOD CONDITION.  THE S
 SD0747'SPRUCE TREE MENTIONED IN THE ORIGINAL DESCRIPTION IS STILL ALIVE
 SD0747'AND STANDING.  THE TOP IS BROKEN OFF.  A STUMP ABOUT 30 FT. HIGH IS
 SD0747'LEFT STANDING WHERE THE N SPRUCE TREE WAS.  THE REFERENCE MARK WAS
 SD0747'NOT RECOVERED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 SD0747'
 SD0747'LOCATED 1.7 MI. N OF THE MOUTH OF COPALIS RIVER, ABOUT 0.7 MI. S OF
 SD0747'IRON SPRINGS, AND ABOUT 230 M. INSHORE FROM THE MEAN
 SD0747'HIGH-WATERLINE.  MARK IS A STANDARD DISK, NOT STAMPED AND SET IN
 SD0747'THE TOP OF A 6- BY 12-IN. CONCRETE MONUMENT PROJECTING 1.3 FT.  A
 SD0747'10-IN. TRIANGULAR BLAZE 7 FT. ABOVE GROUND ON AN 8-FT. SPRUCE TREE IS
 SD0747'12.5 FT. (3.8 M.) SE OF THE STATION, AND A 12-IN. TRIANGULAR BLAZE
 SD0747'4 FT. ABOVE GROUND ON A 4-FT. SPRUCE TREE IS 13.5 FT. (4.1 M.) W
 SD0747'OF THE STATION.
 SD0747'
 SD0747'STATION WAS REACHED BY DRIVING S ALONG THE BEACH TO THE VICINITY OF
 SD0747'STATION HEAD, THENCE BY PACKING E UP THE BLUFF TO THE TOP, THEN
 SD0747'PACKING IN A N-NE DIRECTION TO THE STATION WHICH IS BESIDE ONE OF
 SD0747'THE LARGEST TREES IN THE AREA.  A RAVINE IS JUST E OF THE STATION.
 SD0747
 SD0747                          STATION RECOVERY (1964)
 SD0747
 SD0747'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 (RTS)
 SD0747'STATION IS NOT SECURELY SET BECAUSE OF HEAVY ORGANIC MATTER IN THE
 SD0747'AREA.  TRIANGULATION STATION ON 40 IN SPRUCE FACES EAST TOWARD
 SD0747'MONUMENT.  DIFFICULT TO FIND FROM OLD DIRECTIONS.  NEW
 SD0747'DIRECTIONS--FROM COPALIS DRIVE NORTH ON STATE HIGHWAY 2.2 MILES
 SD0747'FROM JUNCTION.  TURN WEST ON PRIVATE ROAD WITH LOCKED GATE.  TURN
 SD0747'NORTH ON FIRST ROAD TO RIGHT.  900 FEET TO TOP OF HILL, THEN NORTH
 SD0747'OVER A STEEP BLUFF, ACROSS A SWALE AND THRU A DENSE STAND OF SITKA
 SD0747'SPRUCE, 800 FEET TO THE MONUMENT.
 SD0747'
 SD0747'GOOD.  TREES ARE DEAD AND BROKEN OFF BRUSH CLEARED OUT AND ATTEMPT TO
 SD0747'TRIANGULATE TO COPALIS ROCK WAS MADE FROM LARGE STUMP TO NW
 SD0747'
 SD0747'TRAIL TO NE COR OF C.Y. CLOSE TRACT 8 WAS BRUSHED OUT FOR PURPOSE OF
 SD0747'TIE FOR POSSIBLE PLATTING
 SD0747
 SD0747                          STATION RECOVERY (1988)
 SD0747
 SD0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 SD0747'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTH OF PACIFIC BEACH,
 SD0747'3.2 KM (2.00 MI) NORTH OF COPALIS BEACH AND ON THE BLUFF OVERLOOKING
 SD0747'THE OCEAN. TO REACH FROM THE BRIDGE OVER THE COPALIS RIVER IN COPALIS
 SD0747'BEACH, GO NORTH ON STATE ROUTE 109 FOR 4.35 KM (2.70 MI) TO A DIM SIDE
 SD0747'ROAD LEFT.  TURN LEFT AND GO WEST ON THE DIM ROAD FOR 0.16 KM (0.10
 SD0747'MI) TO A FORK.  TAKE THE LEFT FORK 0.16 KM (0.10 MI) TO A TURN AROUND
 SD0747'AREA AT THE TOP OF THE HILL AND THE END OF TRUCK TRAVEL.  WALK
 SD0747'WESTERLY ALONG THE ROAD, DOWN HILL, CROSSING A CREEK AND THEN BACK
 SD0747'UPHILL FOR 225 M (738.2 FT) TO A FORK.  TAKE THE RIGHT FORK FOR 20 M
 SD0747'(65.6 FT) THENCE SOUTHWEST FOR 13 M (42.7 FT) TO A LARGE HEMLOCK TREE
 SD0747'AND THE STATION. THE MARK IS SET IN THE TOP OF A CONCRETE PIER THAT IS
 SD0747'7X12-INCHES AT THE TOP AND PROJECTS 0.46 M (1.51 FT) ABOVE THE GROUND
 SD0747'SURFACE.  IT IS 38 M (124.7 FT) NORTHWEST OF A 8-INCH SPRUCE TREE, 4.1
 SD0747'M (13.5 FT) EAST OF A 1.22 M (4.00 FT) SPRUCE TREE AND 2.2 M (7.2 FT)
 SD0747'SOUTHEAST OF A 8-INCH SPRUCE SNAG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0762 ***********************************************************************
 SD0762  DESIGNATION -  COPALIS ROCK
 SD0762  PID         -  SD0762
 SD0762  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0762  USGS QUAD   -  MOCLIPS (1994)
 SD0762
 SD0762                         *CURRENT SURVEY CONTROL
 SD0762  ___________________________________________________________________
 SD0762* NAD 83(1991)-  47 08 57.58547(N)    124 11 41.42503(W)     ADJUSTED  
 SD0762* NAVD 88     -                                                        
 SD0762  ___________________________________________________________________
 SD0762  LAPLACE CORR-           8.59  (seconds)                    DEFLEC99
 SD0762  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 SD0762
 SD0762  HORZ ORDER  -  THIRD
 SD0762
 SD0762.The horizontal coordinates were established by classical geodetic methods
 SD0762.and adjusted by the National Geodetic Survey in December 1991..
 SD0762
 SD0762
 SD0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0762
 SD0762.The geoid height was determined by GEOID03.
 SD0762
 SD0762;                    North         East     Units Scale Factor Converg.
 SD0762;SPC WA S     -   208,415.653   219,881.957   MT  0.99996310   -2 41 02.1
 SD0762;SPC WA S     -   683,777.02    721,396.05   sFT  0.99996310   -2 41 02.1
 SD0762;UTM  10      - 5,222,451.254   409,415.464   MT  0.99970085   -0 52 33.7
 SD0762
 SD0762                          SUPERSEDED SURVEY CONTROL
 SD0762
 SD0762  NAD 83(1986)-  47 08 57.57523(N)    124 11 41.42743(W) AD(       ) 4
 SD0762  NAD 27      -  47 08 58.26400(N)    124 11 36.79900(W) AD(       ) 3
 SD0762
 SD0762.Superseded values are not recommended for survey control.
 SD0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0762.See file dsdata.txt to determine how the superseded data were derived.
 SD0762
 SD0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT0941522451(NAD 83)
 SD0762
 SD0762  HISTORY     - Date     Condition        Report By
 SD0762  HISTORY     - 1927     MONUMENTED       CGS
 SD0762  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0762
 SD0762                          STATION DESCRIPTION
 SD0762
 SD0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (TJM)
 SD0762'THE STATION IS THE SUMMIT OF COPALIS ROCK, LOCATED BY INTERSECTION,
 SD0762'AND IS THE LARGEST ROCK OFF COPALIS HEAD.  IT IS ABOUT 1/4 MILE
 SD0762'OFFSHORE AND 34 FEET ABOVE HIGH WATER, AND IS THE HIGHEST POINT ON
 SD0762'THE LARGE ROCK 370 METERS OFF COPALIS HEAD.
 SD0762'
 SD0762'STATION IS NOT MARKED.
 SD0762
 SD0762                          STATION RECOVERY (1951)
 SD0762
 SD0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 SD0762'STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 SD0762'STATION WAS NOT VISITED BUT WAS RECOVERED FROM THE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1236 ***********************************************************************
 TP1236  DESIGNATION -  COPPER
 TP1236  PID         -  TP1236
 TP1236  STATE/COUNTY-  WA/OKANOGAN
 TP1236  USGS QUAD   -  BUCKHORN MOUNTAIN (1988)
 TP1236
 TP1236                         *CURRENT SURVEY CONTROL
 TP1236  ___________________________________________________________________
 TP1236* NAD 83(1991)-  48 57 19.21362(N)    118 59 00.38509(W)     ADJUSTED  
 TP1236* NAVD 88     -      1657.     (meters)    5436.     (feet)  SCALED    
 TP1236  ___________________________________________________________________
 TP1236  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 TP1236  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TP1236
 TP1236  HORZ ORDER  -  THIRD
 TP1236
 TP1236.The horizontal coordinates were established by classical geodetic methods
 TP1236.and adjusted by the National Geodetic Survey in December 1991..
 TP1236
 TP1236.The orthometric height was scaled from a topographic map.
 TP1236
 TP1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1236
 TP1236.The geoid height was determined by GEOID03.
 TP1236
 TP1236;                    North         East     Units Scale Factor Converg.
 TP1236;SPC WA N     -   219,040.635   635,474.616   MT  1.00004934   +1 22 38.2
 TP1236;SPC WA N     -   718,635.82  2,084,886.30   sFT  1.00004934   +1 22 38.2
 TP1236;UTM  11      - 5,424,386.665   354,800.458   MT  0.99985900   -1 29 46.2
 TP1236
 TP1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1236!SPC WA N     -   0.99974307  x   1.00004934  =   0.99979240
 TP1236!UTM  11      -   0.99974307  x   0.99985900  =   0.99960211
 TP1236
 TP1236:                Primary Azimuth Mark                     Grid Az
 TP1236:SPC WA N     -  MONUMENT 133                             006 28 11.2
 TP1236:UTM  11      -  MONUMENT 133                             009 20 35.6
 TP1236
 TP1236|---------------------------------------------------------------------|
 TP1236| PID    Reference Object                     Distance      Geod. Az  |
 TP1236|                                                           dddmmss.s |
 TP1236| TP1292 MONUMENT 133                        APPROX. 5.0 KM 0075049.4 |
 TP1236|---------------------------------------------------------------------|
 TP1236
 TP1236                          SUPERSEDED SURVEY CONTROL
 TP1236
 TP1236  NAD 83(1986)-  48 57 19.19868(N)    118 59 00.35788(W) AD(       ) 3
 TP1236
 TP1236.Superseded values are not recommended for survey control.
 TP1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1236.See file dsdata.txt to determine how the superseded data were derived.
 TP1236
 TP1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ5480024387(NAD 83)
 TP1236_MARKER: DD = SURVEY DISK
 TP1236_SETTING: 66 = SET IN ROCK OUTCROP
 TP1236_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TP1236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1236+STABILITY: POSITION/ELEVATION WELL
 TP1236
 TP1236  HISTORY     - Date     Condition        Report By
 TP1236  HISTORY     - 1904     MONUMENTED       IBC
 TP1236
 TP1236                          STATION DESCRIPTION
 TP1236
 TP1236'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1904 (CHS)
 TP1236'ON A HIGH PEAK OF COPPER KING MOUNTAIN AND JUST SOUTH OF THE HEAD OF
 TP1236'GOLD CREEK, ABOUT 2-1/2 MILES EAST OF BOLSTER, FROM WHICH TOWN IT CAN
 TP1236'BE EASILY REACHED BY ROAD AND TRAIL.  THE CARIBOU MINE IS A SHORT
 TP1236'DISTANCE FROM THE STATION.
 TP1236'
 TP1236'STATION MARK--AN ALUMINUM DISK SET IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0970 ***********************************************************************
 TP0970  DESIGNATION -  COPPER BUTTE
 TP0970  PID         -  TP0970
 TP0970  STATE/COUNTY-  WA/FERRY
 TP0970  USGS QUAD   -  COPPER BUTTE (1992)
 TP0970
 TP0970                         *CURRENT SURVEY CONTROL
 TP0970  ___________________________________________________________________
 TP0970* NAD 83(1991)-  48 42 09.03272(N)    118 27 56.27189(W)     ADJUSTED  
 TP0970* NAVD 88     -      2179.3    (meters)    7150.     (feet)  VERTCON   
 TP0970  ___________________________________________________________________
 TP0970  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 TP0970  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TP0970
 TP0970  HORZ ORDER  -  FIRST
 TP0970
 TP0970.The horizontal coordinates were established by classical geodetic methods
 TP0970.and adjusted by the National Geodetic Survey in December 1991..
 TP0970
 TP0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0970
 TP0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0970
 TP0970.The geoid height was determined by GEOID03.
 TP0970
 TP0970;                    North         East     Units Scale Factor Converg.
 TP0970;SPC WA N     -   191,976.372   674,249.994   MT  0.99999435   +1 45 46.1
 TP0970;SPC WA N     -   629,842.48  2,212,101.86   sFT  0.99999435   +1 45 46.1
 TP0970;UTM  11      - 5,395,422.290   392,164.558   MT  0.99974286   -1 06 04.4
 TP0970
 TP0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0970!SPC WA N     -   0.99966118  x   0.99999435  =   0.99965553
 TP0970!UTM  11      -   0.99966118  x   0.99974286  =   0.99940413
 TP0970
 TP0970|---------------------------------------------------------------------|
 TP0970| PID    Reference Object                     Distance      Geod. Az  |
 TP0970|                                                           dddmmss.s |
 TP0970| CF1269 COPPER BUTTE RM 1                    23.168 METERS 00402     |
 TP0970| TO0876 O TOOLE                             APPROX.44.4 KM 0741911.3 |
 TP0970| TP0967 COLUMBIA LOOKOUT TOWER USBR         APPROX. 9.2 KM 1872950.2 |
 TP0970| TP0972 COPPER BUTTE USFS 1925                1.790 METERS 25419     |
 TP0970|---------------------------------------------------------------------|
 TP0970
 TP0970                          SUPERSEDED SURVEY CONTROL
 TP0970
 TP0970  NAD 83(1986)-  48 42 09.03561(N)    118 27 56.26791(W) AD(       ) 1
 TP0970  NAD 27      -  48 42 09.40700(N)    118 27 52.21100(W) AD(       ) 1
 TP0970  NGVD 29 (07/19/86) 2177.9    (m)         7145.     (f) VERT ANG       
 TP0970
 TP0970.Superseded values are not recommended for survey control.
 TP0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0970.See file dsdata.txt to determine how the superseded data were derived.
 TP0970
 TP0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP9216595422(NAD 83)
 TP0970_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0970_SETTING: 66 = SET IN ROCK OUTCROP
 TP0970_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0970
 TP0970  HISTORY     - Date     Condition        Report By
 TP0970  HISTORY     - 1934     MONUMENTED       BOR
 TP0970  HISTORY     - 1936     SEE DESCRIPTION  BOR
 TP0970
 TP0970                          STATION DESCRIPTION
 TP0970
 TP0970'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 TP0970'STATION IS ON SUMMIT OF COPPER BUTTE MOUNTAIN AND IS REACHED FROM
 TP0970'ORIENT AS FOLLOWS--DRIVE S ABOUT 3 MILES ON U.S. HIGHWAY 395 AND
 TP0970'TURN RIGHT UP BOULDER CREEK ROAD.  AT 4.6 TURN LEFT, FOLLOWING
 TP0970'MIDDLE FORK OF BOULDER CREEK.  AT 16.5 CONTINUE AHEAD.  AT 17.8
 TP0970'PASS MIDGET CREEK C.C.C. CAMP.  AT 18.7 TURN LEFT.  AT 23.1 TURN
 TP0970'RIGHT.  END OF ROAD AT 25.6.  TAKE TRAIL TO S FROM END OF ROAD
 TP0970'FOR ABOUT 300 FEET.  TAKE LEFT FORK AND CONTINUE ABOUT 600
 TP0970'FEET.  TAKE LEFT FORK AND CONTINUE UP SLOPE FOR 1-1/2 MILES TO
 TP0970'STATION AND FOREST SERVICE LOOKOUT BUILDING.  STATION IS 16
 TP0970'FEET NE OF THE NE CORNER OF THE BUILDING.
 TP0970'
 TP0970'ALTERNATE ROUTE FROM KETTLE FALLS--DRIVE N ON U.S. HIGHWAY
 TP0970'395.  AT 8.3 TURN UP DEADMAN CREEK ROAD.  AT 12.2 CONTINUE
 TP0970'AHEAD.  AT 12.3 SCHOOLHOUSE, CONTINUE AHEAD ON LOWER ROAD.  AT
 TP0970'13.3 CONTINUE AHEAD.  AT 13.9 C.C.C. CAMP, CONTINUE AHEAD.  AT
 TP0970'14.5 TURN LEFT ACROSS N. FORK DEADMAN CREEK.  AT 20.7 CONTINUE
 TP0970'AHEAD.  AT 25.3 STRAIGHT AHEAD.  AT 28.7 JUNCTION SAME AS 23.1
 TP0970'IN FIRST ROUTE.
 TP0970'
 TP0970'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND
 TP0970'12B, RESPECTIVELY.
 TP0970'
 TP0970'HEIGHT OF STAND ABOVE STATION MARK - 1.133 METERS.
 TP0970
 TP0970                          STATION RECOVERY (1936)
 TP0970
 TP0970'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0970'STATION WAS FOUND AS DESCRIBED ON SUMMIT OF COPPER BUTTE
 TP0970'MOUNTAIN.  STATION AND REFERENCE MARKS IN GOOD CONDITION.
 TP0970'
 TP0970'LOG AS GIVEN IN 1934 DESCRIPTION IS COMPLETE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0972 ***********************************************************************
 TP0972  DESIGNATION -  COPPER BUTTE USFS 1925
 TP0972  PID         -  TP0972
 TP0972  STATE/COUNTY-  WA/FERRY
 TP0972  USGS QUAD   -  COPPER BUTTE (1992)
 TP0972
 TP0972                         *CURRENT SURVEY CONTROL
 TP0972  ___________________________________________________________________
 TP0972* NAD 83(1991)-  48 42 09.01705(N)    118 27 56.35618(W)     ADJUSTED  
 TP0972* NAVD 88     -      2179.     (meters)    7149.     (feet)  SCALED    
 TP0972  ___________________________________________________________________
 TP0972  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 TP0972  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TP0972
 TP0972  HORZ ORDER  -  FIRST
 TP0972
 TP0972.The horizontal coordinates were established by classical geodetic methods
 TP0972.and adjusted by the National Geodetic Survey in December 1991..
 TP0972
 TP0972.The orthometric height was scaled from a topographic map.
 TP0972
 TP0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0972
 TP0972.The geoid height was determined by GEOID03.
 TP0972
 TP0972;                    North         East     Units Scale Factor Converg.
 TP0972;SPC WA N     -   191,975.835   674,248.287   MT  0.99999435   +1 45 46.0
 TP0972;SPC WA N     -   629,840.72  2,212,096.25   sFT  0.99999435   +1 45 46.0
 TP0972;UTM  11      - 5,395,421.840   392,162.826   MT  0.99974287   -1 06 04.5
 TP0972
 TP0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0972!SPC WA N     -   0.99966116  x   0.99999435  =   0.99965551
 TP0972!UTM  11      -   0.99966116  x   0.99974287  =   0.99940412
 TP0972
 TP0972                          SUPERSEDED SURVEY CONTROL
 TP0972
 TP0972  NAD 83(1986)-  48 42 09.01995(N)    118 27 56.35220(W) AD(       ) 1
 TP0972  NAD 27      -  48 42 09.39100(N)    118 27 52.29500(W) AD(       ) 1
 TP0972
 TP0972.Superseded values are not recommended for survey control.
 TP0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0972.See file dsdata.txt to determine how the superseded data were derived.
 TP0972
 TP0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP9216395422(NAD 83)
 TP0972_MARKER: Z = SEE DESCRIPTION
 TP0972_SETTING: 0 = UNSPECIFIED SETTING
 TP0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0972
 TP0972  HISTORY     - Date     Condition        Report By
 TP0972  HISTORY     - 1925     MONUMENTED       USGS
 TP0972
 TP0972                          STATION DESCRIPTION
 TP0972
 TP0972'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 TP0972'ON THE SUMMIT OF COPPER BUTTE, IN THE COLVILLE NATIONAL FOREST,
 TP0972'ABOUT 10 MILES BY ROAD AND 6 MILES BY TRAIL NORTHEAST OF REPUBLIC,
 TP0972'WASHINGTON.  THE U.S. FOREST SERVICE HAS A LOOKOUT HOUSE 12 BY 12
 TP0972'FEET SQUARE, SURMOUNTED BY A CUPOLA 6 FEET SQUARE ON THE SUMMIT
 TP0972'OF THE PEAK.  THE STATION WAS NOT OCCUPIED.
 TP0972'
 TP0972'STATION MARK--THE APEX OF THE CUPOLA.  THE STATION IS FURTHER
 TP0972'MARKED BY A U.S.C. AND G.S. STANDARD BRONZE-DISK STATION MARK WAS
 TP0972'SET IN A BLOCK OF CONCRETE FLUSH WITH THE GROUND, FROM WHICH THE
 TP0972'NORTHEAST CORNER OF THE LOOKOUT HOUSE BEARS SOUTH 3 DEG WEST,
 TP0972'4.17 METERS DISTANT.  THE NORTHWEST CORNER OF THE LOOKOUT HOUSE
 TP0972'BEARS SOUTH 43 DEG WEST, 5.87 METERS DISTANT.  THE MIDDLE
 TP0972'TURNBUCKLE OF THE NORTHWEST GUY WIRE BEARS SOUTH 66 DEG WEST,
 TP0972'6.34 METERS DISTANT.  AND THE NORTHEAST LIGHTNING WIRE, WHERE
 TP0972'IT ENTERS THE GROUND, BEARS NORTH 47 DEG EAST, 22.53 METERS
 TP0972'DISTANT.  (INTERNATIONAL BOUNDARY COMMISSION REPORT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0455 ***********************************************************************
 TQ0455  DESIGNATION -  COPPER ET
 TQ0455  PID         -  TQ0455
 TQ0455  STATE/COUNTY-  WA/OKANOGAN
 TQ0455  USGS QUAD   -  MC ALESTER MTN (1969)
 TQ0455
 TQ0455                         *CURRENT SURVEY CONTROL
 TQ0455  ___________________________________________________________________
 TQ0455* NAD 83(1991)-  48 29 48.62961(N)    120 37 42.42404(W)     ADJUSTED  
 TQ0455* NAVD 88     -      2391.0    (meters)    7844.     (feet)  VERTCON   
 TQ0455  ___________________________________________________________________
 TQ0455  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 TQ0455  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 TQ0455
 TQ0455  HORZ ORDER  -  SECOND
 TQ0455
 TQ0455.The horizontal coordinates were established by classical geodetic methods
 TQ0455.and adjusted by the National Geodetic Survey in December 1991..
 TQ0455
 TQ0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0455
 TQ0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0455
 TQ0455.The geoid height was determined by GEOID03.
 TQ0455
 TQ0455;                    North         East     Units Scale Factor Converg.
 TQ0455;SPC WA N     -   166,445.631   515,141.464   MT  0.99996411   +0 09 09.1
 TQ0455;SPC WA N     -   546,080.37  1,690,093.29   sFT  0.99996411   +0 09 09.1
 TQ0455;UTM  10      - 5,374,240.653   675,195.547   MT  0.99997712   +1 46 35.6
 TQ0455
 TQ0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0455!SPC WA N     -   0.99962806  x   0.99996411  =   0.99959218
 TQ0455!UTM  10      -   0.99962806  x   0.99997712  =   0.99960519
 TQ0455
 TQ0455|---------------------------------------------------------------------|
 TQ0455| PID    Reference Object                     Distance      Geod. Az  |
 TQ0455|                                                           dddmmss.s |
 TQ0455| CF1270 COPPER ET RM 1                                     16239     |
 TQ0455| CF1271 COPPER ET RM 2                                     26751     |
 TQ0455|---------------------------------------------------------------------|
 TQ0455
 TQ0455                          SUPERSEDED SURVEY CONTROL
 TQ0455
 TQ0455  NAD 83(1986)-  48 29 48.63072(N)    120 37 42.41844(W) AD(       ) 2
 TQ0455  NAD 27      -  48 29 49.13330(N)    120 37 38.05256(W) AD(       ) 2
 TQ0455  NGVD 29 (07/19/86) 2389.6    (m)         7840.     (f) VERT ANG       
 TQ0455
 TQ0455.Superseded values are not recommended for survey control.
 TQ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0455.See file dsdata.txt to determine how the superseded data were derived.
 TQ0455
 TQ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU7519674241(NAD 83)
 TQ0455_MARKER: DD = SURVEY DISK
 TQ0455_SETTING: 80 = SET IN A BOULDER
 TQ0455_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TQ0455
 TQ0455  HISTORY     - Date     Condition        Report By
 TQ0455  HISTORY     - 1962     MONUMENTED       USGS
 TQ0455
 TQ0455                          STATION DESCRIPTION
 TQ0455
 TQ0455'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (FLA)
 TQ0455'LOCATED ABOUT 6.5 MI. W. OF GARDNER MOUNTAIN.  ABOUT 2 MI. WNW. OF
 TQ0455'NORTH LAKE.  ABOUT 2 MI. ESE.  FROM BLUE LAKE.  ON A SMALL TOP.  IN
 TQ0455'A LARGE BOULDER THAT IS REPRESENTATIVE OF THE HIGHEST GROUND IN THE
 TQ0455'AREA.
 TQ0455'
 TQ0455'REACHED BY HELICOPTER.
 TQ0455'
 TQ0455'TO REACH FROM GILBERT, WASHINGTON, AT THE END OF THE TWISP RIVER RD.,
 TQ0455'PACK ABOUT 1 MI. TO TWISP PASS, LEAVE THE TRAIL TO FOLLOW UPHILL IN
 TQ0455'A GENERAL NORTHERLY DIRECTION FOR ABOUT 1 MI. TO A SADDLE.  THENCE
 TQ0455'NORTHEASTERLY FOR ABOUT 1 MI. TO A PROMINENT TOP AND THE STATION
 TQ0455'SITE.
 TQ0455'
 TQ0455'STATION MARK--STANDARD TABLET STAMPED COPPER ET 1962 CEMENTED IN THE
 TQ0455'TOP OF A LARGE BOULDER.
 TQ0455'
 TQ0455'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED NO 1 1962 CEMENTED IN
 TQ0455'ROCK OUTCROP, 1.5 FT. BELOW THE STATION MARK.
 TQ0455'
 TQ0455'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED NO 2 1962 CEMENTED IN
 TQ0455'ROCK OUTCROP, 4.5 FT. BELOW FROM THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0682 ***********************************************************************
 TQ0682  DESIGNATION -  COPPER MTN LOH
 TQ0682  PID         -  TQ0682
 TQ0682  STATE/COUNTY-  WA/WHATCOM
 TQ0682  USGS QUAD   -  COPPER MOUNTAIN (1989)
 TQ0682
 TQ0682                         *CURRENT SURVEY CONTROL
 TQ0682  ___________________________________________________________________
 TQ0682* NAD 83(1991)-  48 54 30.39335(N)    121 27 45.47568(W)     ADJUSTED  
 TQ0682* NAVD 88     -      1909.4    (meters)    6264.     (feet)  VERTCON   
 TQ0682  ___________________________________________________________________
 TQ0682  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 TQ0682  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 TQ0682
 TQ0682  HORZ ORDER  -  THIRD
 TQ0682
 TQ0682.The horizontal coordinates were established by classical geodetic methods
 TQ0682.and adjusted by the National Geodetic Survey in December 1991..
 TQ0682
 TQ0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0682
 TQ0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0682
 TQ0682.The geoid height was determined by GEOID03.
 TQ0682
 TQ0682;                    North         East     Units Scale Factor Converg.
 TQ0682;SPC WA N     -   212,385.608   453,867.513   MT  1.00003765   -0 28 06.7
 TQ0682;SPC WA N     -   696,801.78  1,489,063.67   sFT  1.00003765   -0 28 06.7
 TQ0682;UTM  10      - 5,418,417.021   612,651.108   MT  0.99975590   +1 09 31.6
 TQ0682
 TQ0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0682!SPC WA N     -   0.99970357  x   1.00003765  =   0.99974121
 TQ0682!UTM  10      -   0.99970357  x   0.99975590  =   0.99945954
 TQ0682
 TQ0682                          SUPERSEDED SURVEY CONTROL
 TQ0682
 TQ0682  NAD 83(1986)-  48 54 30.41465(N)    121 27 45.46917(W) AD(       ) 3
 TQ0682  NGVD 29 (12/03/90) 1908.1    (m)         6260.     (f) VERT ANG       
 TQ0682
 TQ0682.Superseded values are not recommended for survey control.
 TQ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0682.See file dsdata.txt to determine how the superseded data were derived.
 TQ0682
 TQ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV1265118417(NAD 83)
 TQ0682_MARKER: 73 = LOOKOUT HOUSE
 TQ0682
 TQ0682  HISTORY     - Date     Condition        Report By
 TQ0682  HISTORY     - 1939     FIRST OBSERVED   USGS
 TQ0682  HISTORY     - 1950     GOOD             USGS
 TQ0682
 TQ0682                          STATION DESCRIPTION
 TQ0682
 TQ0682'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 TQ0682'NOT OCCUPIED.
 TQ0682
 TQ0682                          STATION RECOVERY (1950)
 TQ0682
 TQ0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 TQ0682'RECOVERED AS DESCRIBED BY USGS.
 TQ0682'
 TQ0682'LOCATED ABOUT 22 MI E. AND 1.25 MI N. OF GLACIER RANGER STATION.
 TQ0682'ON SAME RIDGE AS COPPER MTN. BUT ABOUT 2 MI S. ON LOWER POINT OF
 TQ0682'RIDGE.
 TQ0682'
 TQ0682'REACHED BY HELICOPTER.
 TQ0682'
 TQ0682'STATION MARK--LOH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0451 ***********************************************************************
 TR0451  DESIGNATION -  CORAL
 TR0451  PID         -  TR0451
 TR0451  STATE/COUNTY-  WA/ISLAND
 TR0451  USGS QUAD   -  OAK HARBOR (1973)
 TR0451
 TR0451                         *CURRENT SURVEY CONTROL
 TR0451  ___________________________________________________________________
 TR0451* NAD 83(1986)-  48 17 20.     (N)    122 37 46.     (W)     SCALED    
 TR0451* NAVD 88     -        21.758  (meters)      71.38   (feet)  ADJUSTED  
 TR0451  ___________________________________________________________________
 TR0451  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 TR0451  DYNAMIC HT  -          21.763 (meters)      71.40  (feet)  COMP
 TR0451  MODELED GRAV-     980,840.5   (mgal)                       NAVD 88
 TR0451
 TR0451  VERT ORDER  -  FIRST     CLASS II
 TR0451
 TR0451.This mark is at Oak Harbor Air Park  (76S)
 TR0451
 TR0451.The horizontal coordinates were scaled from a topographic map and have
 TR0451.an estimated accuracy of +/- 6 seconds.
 TR0451
 TR0451.The orthometric height was determined by differential leveling
 TR0451.and adjusted by the National Geodetic Survey in June 1991..
 TR0451
 TR0451.The geoid height was determined by GEOID03.
 TR0451
 TR0451.The dynamic height is computed by dividing the NAVD 88
 TR0451.geopotential number by the normal gravity value computed on the
 TR0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0451.degrees latitude (g = 980.6199 gals.).
 TR0451
 TR0451.The modeled gravity was interpolated from observed gravity values.
 TR0451
 TR0451;                    North         East    Units  Estimated Accuracy
 TR0451;SPC WA N     -   144,860.      366,730.      MT  (+/- 180 meters Scaled)
 TR0451
 TR0451                          SUPERSEDED SURVEY CONTROL
 TR0451
 TR0451  NGVD 29 (??/??/92)   20.614  (m)           67.63   (f) ADJ UNCH    1 2
 TR0451
 TR0451.Superseded values are not recommended for survey control.
 TR0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0451.See file dsdata.txt to determine how the superseded data were derived.
 TR0451
 TR0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU274484(NAD 83)
 TR0451_MARKER: DB = BENCH MARK DISK
 TR0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0451_STAMPING: CORAL
 TR0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0451+STABILITY: SURFACE MOTION
 TR0451
 TR0451  HISTORY     - Date     Condition        Report By
 TR0451  HISTORY     - UNK      MONUMENTED       DOD
 TR0451  HISTORY     - 1952     GOOD             NGS
 TR0451  HISTORY     - 1967     GOOD             NGS
 TR0451
 TR0451                          STATION DESCRIPTION
 TR0451
 TR0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0451'0.8 MI E FROM OAK HARBOR.
 TR0451'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0451'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0451'THENCE 0.2 MILE EAST ALONG MIDWAY BOULEVARD, IN THE CENTER OF THE
 TR0451'BOULEVARD DIRECTLY OPPOSITE THE MIDDLE ENTRANCE TO A LARGE CONCRETE
 TR0451'BUILDING (BUILDING 13), IN LINE WITH THE CENTER LINE OF CORAL SEA
 TR0451'AVENUE LEADING SOUTH, 27.4 FEET SOUTH OF THE CENTER OF THE SOUTH FACE
 TR0451'OF A 6-FOOT-HIGH CONCRETE RETAINING WALL, 0.3 FOOT BELOW THE BOULEVARD
 TR0451'SURFACE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ENCASED BY A
 TR0451'6-INCH CAST-IRON PIPE WITH A CAST IRON COVER.
 TR0451
 TR0451                          STATION RECOVERY (1967)
 TR0451
 TR0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TR0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1331 ***********************************************************************
 TR1331  DESIGNATION -  CORAL NAS 1951
 TR1331  PID         -  TR1331
 TR1331  STATE/COUNTY-  WA/ISLAND
 TR1331  USGS QUAD   -  OAK HARBOR (1973)
 TR1331
 TR1331                         *CURRENT SURVEY CONTROL
 TR1331  ___________________________________________________________________
 TR1331* NAD 83(1991)-  48 17 20.57789(N)    122 37 46.02343(W)     ADJUSTED  
 TR1331* NAVD 88     -        21.75   (+/-2cm)      71.4    (feet)  VERTCON   
 TR1331  ___________________________________________________________________
 TR1331  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 TR1331  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 TR1331
 TR1331  HORZ ORDER  -  SECOND
 TR1331  VERT ORDER  -  THIRD ? (See Below)
 TR1331
 TR1331.The horizontal coordinates were established by classical geodetic methods
 TR1331.and adjusted by the National Geodetic Survey in December 1991..
 TR1331
 TR1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1331.The vertical order pertains to the NGVD 29 superseded value.
 TR1331
 TR1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1331
 TR1331.The geoid height was determined by GEOID03.
 TR1331
 TR1331;                    North         East     Units Scale Factor Converg.
 TR1331;SPC WA N     -   144,875.712   366,733.736   MT  0.99994671   -1 20 14.1
 TR1331;SPC WA N     -   475,313.07  1,203,192.27   sFT  0.99994671   -1 20 14.1
 TR1331;UTM  10      - 5,348,494.030   527,486.512   MT  0.99960928   +0 16 35.8
 TR1331
 TR1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1331!SPC WA N     -   1.00000010  x   0.99994671  =   0.99994681
 TR1331!UTM  10      -   1.00000010  x   0.99960928  =   0.99960938
 TR1331
 TR1331:                Primary Azimuth Mark                     Grid Az
 TR1331:SPC WA N     -  POLNELL                                  110 29 15.0
 TR1331:UTM  10      -  POLNELL                                  108 52 25.1
 TR1331
 TR1331|---------------------------------------------------------------------|
 TR1331| PID    Reference Object                     Distance      Geod. Az  |
 TR1331|                                                           dddmmss.s |
 TR1331| TR0465 POLNELL                             APPROX. 5.5 KM 1090900.9 |
 TR1331|---------------------------------------------------------------------|
 TR1331
 TR1331                          SUPERSEDED SURVEY CONTROL
 TR1331
 TR1331  NAD 83(1986)-  48 17 20.58103(N)    122 37 46.02901(W) AD(       ) 2
 TR1331  NAD 27      -  48 17 21.22300(N)    122 37 41.41700(W) AD(       ) 2
 TR1331  NGVD 29 (07/19/86)   20.61   (m)           67.6    (f) LEVELING    3  
 TR1331
 TR1331.Superseded values are not recommended for survey control.
 TR1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1331.See file dsdata.txt to determine how the superseded data were derived.
 TR1331
 TR1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2748748494(NAD 83)
 TR1331
 TR1331  HISTORY     - Date     Condition        Report By
 TR1331  HISTORY     - 1951     MONUMENTED       USN
 TR1331  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1331  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR1331
 TR1331                          STATION DESCRIPTION
 TR1331
 TR1331'DESCRIBED BY US NAVY 1951 (GAN)
 TR1331'STATION IS LOCATED ON THE NORTH END OF WHIDBEY ISLAND, AT THE OAK
 TR1331'HARBOR NAVAL AIR STATION, AND IN FRONT OF BUILDING 13.  STATION
 TR1331'IS LOCATED IN THE CENTER OF MIDWAY BLVD. AND HALFWAY BETWEEN THE
 TR1331'CURVED INTERSECTIONS OF CORAL SEA AVENUE.  STATION IS LOCATED
 TR1331'IN A 7 INCH WATER MAIN ACCESS HOLE AND IS ABOUT 12 INCHES BELOW
 TR1331'THE CONCRETE ROADWAY.  STATION IS A 1/16 INCH DRILL HOLE IN THE
 TR1331'TOP OF A COPPER BENCH MARK INSTALLED BY THE OAK HARBOR NAVAL
 TR1331'AIR STATION PUBLIC WORKS DEPARTMENT.
 TR1331
 TR1331                          STATION RECOVERY (1960)
 TR1331
 TR1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1331'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 TR1331'THAT THE STATION IS MARKED BY A DRILL HOLE IN A 2 INCH BRASS DISK
 TR1331'STAMPED CORAL WHICH IS 2 INCHES BELOW THE SURFACE OF THE ROAD.
 TR1331
 TR1331                          STATION RECOVERY (1967)
 TR1331
 TR1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR1331'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TR1331'G.A.N. IN 1951 AND L.G.T. IN 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1283 ***********************************************************************
 SV1283  DESIGNATION -  CORDILL
 SV1283  PID         -  SV1283
 SV1283  STATE/COUNTY-  WA/WHITMAN
 SV1283  USGS QUAD   -  AMBER (1981)
 SV1283
 SV1283                         *CURRENT SURVEY CONTROL
 SV1283  ___________________________________________________________________
 SV1283* NAD 83(1991)-  47 15 08.63938(N)    117 43 13.03087(W)     ADJUSTED  
 SV1283* NAVD 88     -       728.4    (meters)    2390.     (feet)  VERTCON   
 SV1283  ___________________________________________________________________
 SV1283  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 SV1283  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 SV1283
 SV1283  HORZ ORDER  -  THIRD
 SV1283
 SV1283.The horizontal coordinates were established by classical geodetic methods
 SV1283.and adjusted by the National Geodetic Survey in December 1991..
 SV1283
 SV1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1283
 SV1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1283
 SV1283.The geoid height was determined by GEOID03.
 SV1283
 SV1283;                    North         East     Units Scale Factor Converg.
 SV1283;SPC WA S     -   217,019.382   710,368.997   MT  0.99998249   +2 01 09.0
 SV1283;SPC WA S     -   712,004.42  2,330,602.28   sFT  0.99998249   +2 01 09.0
 SV1283;SPC WA N     -    32,828.526   735,597.379   MT  1.00005537   +2 19 03.8
 SV1283;SPC WA N     -   107,704.92  2,413,372.40   sFT  1.00005537   +2 19 03.8
 SV1283;UTM  11      - 5,233,464.589   445,498.340   MT  0.99963651   -0 31 44.2
 SV1283
 SV1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1283!SPC WA S     -   0.99988882  x   0.99998249  =   0.99987131
 SV1283!SPC WA N     -   0.99988882  x   1.00005537  =   0.99994418
 SV1283!UTM  11      -   0.99988882  x   0.99963651  =   0.99952537
 SV1283
 SV1283|---------------------------------------------------------------------|
 SV1283| PID    Reference Object                     Distance      Geod. Az  |
 SV1283|                                                           dddmmss.s |
 SV1283| CF1273 CORDILL RM 1                         10.663 METERS 05816     |
 SV1283| CF1274 CORDILL RM 2                         10.821 METERS 17203     |
 SV1283| CF1272 CORDILL AZ MK                                      1734550.2 |
 SV1283|---------------------------------------------------------------------|
 SV1283
 SV1283                          SUPERSEDED SURVEY CONTROL
 SV1283
 SV1283  NAD 83(1986)-  47 15 08.65054(N)    117 43 13.02470(W) AD(       ) 3
 SV1283  NAD 27      -  47 15 09.05700(N)    117 43 09.28100(W) AD(       ) 3
 SV1283  NGVD 29 (07/19/86)  727.2    (m)         2386.     (f) VERT ANG       
 SV1283
 SV1283.Superseded values are not recommended for survey control.
 SV1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1283.See file dsdata.txt to determine how the superseded data were derived.
 SV1283
 SV1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN4549833465(NAD 83)
 SV1283_MARKER: DS = TRIANGULATION STATION DISK
 SV1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1283_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SV1283
 SV1283  HISTORY     - Date     Condition        Report By
 SV1283  HISTORY     - 1949     MONUMENTED       CGS
 SV1283  HISTORY     - 1952     GOOD             USGS
 SV1283  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SV1283
 SV1283                          STATION DESCRIPTION
 SV1283
 SV1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WRH)
 SV1283'STATION IS LOCATED, AIRLINE, ABOUT 12 MILES EAST SOUTHEAST OF
 SV1283'SPRAGUE, 18 MILES WEST NORTHWEST OF ROSALIA, 18 MILES SOUTHWEST OF
 SV1283'CHENEY, ON THE PROPERTY OF MR. N.A. CORDILL.  IT IS ON THE HIGHEST
 SV1283'PART OF A PROMINENT KNOLL, 72 FEET NORTHEAST OF AN IMPLEMENT SHED.
 SV1283'
 SV1283'STATION MARK, STAMPED CORDILL 1949, IS A STANDARD BRONZE DISK SET IN
 SV1283'A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT
 SV1283'IS 15 FEET NORTH OF THE CENTER OF A DIRT FARM ROAD AND 72 FEET
 SV1283'NORTHEAST OF THE NORTHEAST CORNER OF THE IMPLEMENT SHED.
 SV1283'
 SV1283'REFERENCE MARK NUMBER 1, STAMPED CORDILL NO 1 1949, IS A STANDARD
 SV1283'BRONZE DISK SET IN A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH
 SV1283'WITH THE GROUND AND 14 INCHES LOWER IN ELEVATION THAN THE STATION.
 SV1283'
 SV1283'REFERENCE MARK NUMBER 2, STAMPED CORDILL NO 2 1949, IS A STANDARD
 SV1283'BRONZE DISK SET IN A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH
 SV1283'WITH THE GROUND AND THE SAME ELEVATION AS THE STATION.
 SV1283'
 SV1283'AZIMUTH MARK, STAMPED CORDILL 1949, IS A STANDARD BRONZE DISK SET IN
 SV1283'A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE
 SV1283'GROUND.  TO REACH FROM THE STATION, GO SOUTH ON DIRT ROAD FOR 0.8
 SV1283'MILE TO THE AZIMUTH MARK ON THE LEFT, 36 FEET WEST OF THE CENTER OF
 SV1283'ROAD AND 1 FOOT EAST OF FENCE LINE.
 SV1283'
 SV1283'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 SV1283'SPRAGUE, GO EAST FOR 0.15 MILE.  TURN RIGHT, SOUTH, ON STATE
 SV1283'HIGHWAY 11C, AS PER SIGN COLFAX, AND GO 7.1 MILES TO A RAILROAD
 SV1283'UNDERPASS.  CONTINUE FOR 0.3 MILE TO CROSSROADS.  TURN LEFT, EAST,
 SV1283'AND GO 0.7 MILE.  KEEP RIGHT AND GO 1.7 MILES.  CONTINUE STRAIGHT
 SV1283'AHEAD AND GO 3.4 MILES TO ROAD FORKS.  TAKE THE MIDDLE ROAD OF THREE
 SV1283'ROADS AND GO 1.2 MILES.  KEEP LEFT AND GO 1.5 MILES TO A Y FORK.
 SV1283'TAKE THE LEFT FORK AND GO 1.1 MILES.  TURN LEFT ON RANCH ROAD AND
 SV1283'THEN RIGHT TO THE TOP OF KNOLL AND STATION.
 SV1283
 SV1283                          STATION RECOVERY (1952)
 SV1283
 SV1283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SV1283'RECOVERED IN GOOD CONDITION.
 SV1283
 SV1283                          STATION RECOVERY (1965)
 SV1283
 SV1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1283'PREVIOUS DESCRIPTION IS ON PAGE 35 OF BOOK NO. 995.
 SV1283'
 SV1283'THE STATION IS ABOUT 1/3 MILE EAST OF THE NORTHWEST CORNER OF
 SV1283'SECTION 12, T20N, R40E, NEAR AN IMPLEMENT SHED ON THE WEST SIDE OF
 SV1283'A BLADED ROAD, 0.1 MILE NORTH OF MR. N. A. CORDILLS RESIDENCE.
 SV1283'
 SV1283'THE STATION MARK IS 88 FEET NORTHEAST OF THE POST SUPPORTING THE
 SV1283'NORTHEAST CORNER OF THE IMPLEMENT SHED, 18 FEET NORTHWEST OF THE
 SV1283'FARM ROAD INTO THE SHED, AND IN AN AREA COVERED WITH MACHINERY AND
 SV1283'SCRAP IRON.
 SV1283'
 SV1283'REFERENCE MARK NO. 1 IS ON THE NORTHEAST END OF THE RIDGE, ABOUT 7
 SV1283'YARDS SOUTH OF A STEEP SLOPE AND 10 FEET NORTHWEST OF THE CENTER OF
 SV1283'THE FARM ROAD.
 SV1283'
 SV1283'REFERENCE MARK NO. 2 COVERS OVER WITH ABOUT 2 INCHES OF DIRT.  IT IS
 SV1283'66-1/2 FEET EAST-NORTHEAST OF THE POST SUPPORTING THE NORTHEAST
 SV1283'CORNER OF THE SHED AND 6 FEET SOUTHEAST OF THE CENTER OF THE FARM
 SV1283'ROAD.
 SV1283'
 SV1283'THE AZIMUTH MARK IS 20 FEET NORTHEAST OF THE CENTER OF THE CROOKED
 SV1283'ROAD, ON THE POINT OF A RIDGE, OVERLOOKING THE HEAD OF A VALLEY TO
 SV1283'THE STATION.  IT IS 0.2 MILE SOUTHEAST OF A SHARP CURVE IN THE ROAD
 SV1283'AT A FENCE CORNER, 0.8 MILE BY ROAD SOUTH OF THE STATION, 1 FOOT
 SV1283'SOUTHWEST OF A FENCE AND FLUSH WITH THE GROUND.  (THE MARK COVERS
 SV1283'WITH GRASS).  A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 SV1283'
 SV1283'REACHED FROM CHENEY BY GOING SOUTHWEST ON U.S. HIGHWAYS 10 AND 395
 SV1283'FOR 1.5 MILES TO A BLACKTOP SIDE ROAD LEFT (MULLINIX ROAD), TURN
 SV1283'LEFT AND GO SOUTHERLY ON MULLINIX ROAD FOR 14.0 MILES TO A Y,
 SV1283'WHERE MARTIN ROAD GOES RIGHT, KEEP LEFT ON MULLINIX ROAD FOR 1.0
 SV1283'MILE TO FORK, TAKE RIGHT FORK 1.0 MILE TO SIDE ROAD RIGHT, TURN RIGHT
 SV1283'AND GO WEST 0.5 MILE, TURN LEFT AND GO SOUTHERLY 1.1 MILES TO A
 SV1283'MACHINE SHED AND THE STATION ON A HILL ON THE RIGHT, 0.1 MILE
 SV1283'NORTH OF THE DRIVEWAY TO MR. N. A. CORDILLS RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2203 ***********************************************************************
 SA2203  DESIGNATION -  CORFU
 SA2203  PID         -  SA2203
 SA2203  STATE/COUNTY-  WA/GRANT
 SA2203  USGS QUAD   -  CORFU (1986)
 SA2203
 SA2203                         *CURRENT SURVEY CONTROL
 SA2203  ___________________________________________________________________
 SA2203* NAD 83(1991)-  46 51 30.31518(N)    119 27 12.84562(W)     ADJUSTED  
 SA2203* NAVD 88     -       263.9    (meters)     866.     (feet)  VERTCON   
 SA2203  ___________________________________________________________________
 SA2203  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 SA2203  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SA2203
 SA2203  HORZ ORDER  -  SECOND
 SA2203
 SA2203.The horizontal coordinates were established by classical geodetic methods
 SA2203.and adjusted by the National Geodetic Survey in December 1991..
 SA2203
 SA2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2203
 SA2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2203
 SA2203.The geoid height was determined by GEOID03.
 SA2203
 SA2203;                    North         East     Units Scale Factor Converg.
 SA2203;SPC WA S     -   170,044.228   579,789.155   MT  0.99992596   +0 45 36.4
 SA2203;SPC WA S     -   557,886.77  1,902,191.59   sFT  0.99992596   +0 45 36.4
 SA2203;UTM  11      - 5,192,353.889   312,977.533   MT  1.00002992   -1 47 26.9
 SA2203
 SA2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2203!SPC WA S     -   0.99996194  x   0.99992596  =   0.99988791
 SA2203!UTM  11      -   0.99996194  x   1.00002992  =   0.99999186
 SA2203
 SA2203:                Primary Azimuth Mark                     Grid Az
 SA2203:SPC WA S     -  CORFU AZ MK 2                            138 23 17.1
 SA2203:UTM  11      -  CORFU AZ MK 2                            140 56 20.4
 SA2203
 SA2203|---------------------------------------------------------------------|
 SA2203| PID    Reference Object                     Distance      Geod. Az  |
 SA2203|                                                           dddmmss.s |
 SA2203| CF4707 CORFU AZ MK 2                                      1390853.5 |
 SA2203| CF4706 H 55                                               1804717.6 |
 SA2203| CF4708 CORFU RM 1                            6.675 METERS 20021     |
 SA2203| CF4709 CORFU RM 2                           13.811 METERS 27634     |
 SA2203|---------------------------------------------------------------------|
 SA2203
 SA2203                          SUPERSEDED SURVEY CONTROL
 SA2203
 SA2203  NAD 83(1986)-  46 51 30.32418(N)    119 27 12.83398(W) AD(       ) 2
 SA2203  NAD 27      -  46 51 30.82300(N)    119 27 08.74400(W) AD(       ) 2
 SA2203  NGVD 29 (07/19/86)  262.8    (m)          862.     (f) VERT ANG       
 SA2203
 SA2203.Superseded values are not recommended for survey control.
 SA2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2203.See file dsdata.txt to determine how the superseded data were derived.
 SA2203
 SA2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM1297892354(NAD 83)
 SA2203_MARKER: DS = TRIANGULATION STATION DISK
 SA2203_SETTING: 66 = SET IN ROCK OUTCROP
 SA2203
 SA2203  HISTORY     - Date     Condition        Report By
 SA2203  HISTORY     - 1948     MONUMENTED       CGS
 SA2203  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SA2203
 SA2203                          STATION DESCRIPTION
 SA2203
 SA2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SA2203'THE STATION IS ON THE LOW ROCKY RIDGE OF THE ROLLING HILLS THAT
 SA2203'IS ABOUT 3 MILES NORTH OF THE VILLAGE OF CORFU, 13 MILES WEST
 SA2203'NORTHWEST OF OTHELLO, AND ABOUT 19 MILES SOUTHWEST OF WARDEN.
 SA2203'
 SA2203'THE STATION MARK, STAMPED CORFU 1948, IS A STANDARD STATION MARK
 SA2203'DISK THAT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 SA2203'PROTRUDES FROM THE GROUND ABOUT 5 INCHES.  IT IS 33 FEET WEST OF
 SA2203'A NORTH-SOUTH GRAVEL ROAD AND IS MARKED BY A WHITE WITNESS POST
 SA2203'ABOUT 6 FEET TO THE SOUTHWEST.
 SA2203'
 SA2203'REFERENCE MARK NUMBER 1, STAMPED CORFU NO 1 1948, IS A STANDARD
 SA2203'REFERENCE MARK DISK THAT IS SET IN A DRILL HOLE IN OUTCROPPING
 SA2203'BEDROCK WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 SA2203'
 SA2203'REFERENCE MARK NUMBER 2, STAMPED CORFU NO 2 1948, IS A STANDARD
 SA2203'REFERENCE MARK DISK THAT IS SET IN A DRILL HOLE IN OUTCROPPING
 SA2203'BEDROCK WHICH PROJECTS ABOVE THE SURFACE OF THE GROUND ABOUT
 SA2203'2 INCHES.
 SA2203'
 SA2203'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK
 SA2203'THAT IS SET IN THE TOP OF A 4 INCH SQUARE BLOCK OF CONCRETE THAT
 SA2203'PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 SA2203'IS 56 FEET WEST OF A NORTH-SOUTH GRAVEL ROAD.  IT CAN BE REACHED
 SA2203'FROM THE STATION BY FOLLOWING THE MAIN GRAVEL ROAD SOUTH FOR
 SA2203'1.9 MILES TO THE MARK ON THE RIGHT (WEST) SIDE OF THE ROAD.
 SA2203'
 SA2203'TO REACH THE STATION FROM THE INTERSECTION OF ALDER AVENUE AND
 SA2203'BROADWAY IN THE TOWN OF MOSES LAKE, GO EAST ON HIGHWAY U.S. 10
 SA2203'FOR 4.2 MILES TO A ROAD TO THE RIGHT AND A SIGN CORFU.  TURN
 SA2203'RIGHT ON A HARD SURFACE ROAD AND GO SOUTH FOR 5.6 MILES TO A
 SA2203'T INTERSECTION.  TURN RIGHT FOR 3.4 MILES TO THE HEADQUARTERS OF
 SA2203'THE POTHOLES DAM.  CONTINUE ON THE MAIN ROAD FOR 0.5 MILE TO AN
 SA2203'INTERSECTION.  TURN RIGHT ON THE GRAVEL ROAD FOR 0.7 MILES TO
 SA2203'ANOTHER INTERSECTION.  KEEP RIGHT, STRAIGHT AHEAD, FOR 1.7
 SA2203'MILES TO A LESSER TRAVELED ROAD TO THE RIGHT THAT FOLLOWS ALONG
 SA2203'A FENCE LINE.  TURN RIGHT ALONG THIS ROAD TOWARD CORFU FOR
 SA2203'4.8 MILES TO A RANCH HOUSE ON THE LEFT AND A T
 SA2203'INTERSECTION.  TURN LEFT AND GO 0.3 MILE.  TAKE THE RIGHT
 SA2203'FORK AND FOLLOW THE MAIN TRAVELED GRAVEL ROAD FOR 7.3 MILES
 SA2203'TO THE STATION ON THE RIGHT OF THE ROAD.
 SA2203
 SA2203                          STATION RECOVERY (1967)
 SA2203
 SA2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA2203'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 SA2203'NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 SA2203'NOT FOUND, A NEW AZIMUTH MARK WAS ESTABLISHED, A COMPLETE
 SA2203'DESCRIPTION FOLLOWS--
 SA2203'
 SA2203'THE STATION IS ABOUT 13 MILES WEST AND 2 MILES NORTH OF OTHELLO,
 SA2203'4-1/2 MILES SOUTH-SOUTHEAST OF ROYAL CAMP, 0.15 MILE NORTH OF
 SA2203'STATE HIGHWAY 26 AND ON THE WEST SIDE OF COUNTY ROAD B-SE.
 SA2203'
 SA2203'THE STATION MARK, STAMPED CORFU 1948, IS A STANDARD DISK SET
 SA2203'IN A BEDROCK OUTCROP, WHICH HAS A 1 X 2-FOOT SECTION EXPOSED AND
 SA2203'PROJECTS 4 INCHES.  IT IS 33 FEET WEST OF THE CENTER OF COUNTY
 SA2203'ROAD B-SE AND 0.15 MILE NORTH OF STATE HIGHWAY 26, IN THE CENTER
 SA2203'OF THE SUMMIT OF A ROCKY EAST-WEST RIDGE, 5 FEET ABOVE THE ROAD.
 SA2203'
 SA2203'REFERENCE MARK NO. 1, STAMPED CORFU NO 1 1948, IS A STANDARD
 SA2203'DISK SET IN THE NORTH END OF A BLACK BEDROCK OUTCROP WHICH PROJECTS
 SA2203'6 INCHES, AND HAS A 2 X 4-FOOT SECTION EXPOSED.  IT IS 38 FEET WEST
 SA2203'OF THE CENTER OF THE ROAD.
 SA2203'
 SA2203'REFERENCE MARK NO. 2, STAMPED CORFU NO 2 1948, IS A STANDARD DISK
 SA2203'SET IN A 2-FOOT DIAMETER OUTCROP WHICH PROJECTS 4 INCHES.  THE
 SA2203'MARK IS 78 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND ABOUT
 SA2203'THE SAME ELEVATION AS THE STATION MARK.
 SA2203'
 SA2203'THE AZIMUTH MARK, STAMPED CORFU 1948 AZ 2 1967, IS A STANDARD
 SA2203'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 SA2203'IS 75 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 26 AND
 SA2203'ABOUT 2 FEET LOWER THAN THE ROAD, 13.6 FEET WEST OF A RIGHT-OF-WAY
 SA2203'FENCE POST WITH TWO METAL BRACES, 4.0 FEET EAST OF A WILD LIFE
 SA2203'REFUGE SIGN AND 1.0 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A
 SA2203'METAL WITNESS POST WAS SET 1 FOOT SOUTHEAST OF THE MARK.
 SA2203'
 SA2203'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 26
 SA2203'AND COUNTY ROAD A-SE, WHICH IS ABOUT 13 MILES WEST-NORTHWEST OF
 SA2203'OTHELLO, GO SOUTHEASTERLY ON STATE HIGHWAY 26 FOR 1.2 MILES TO
 SA2203'COUNTY ROAD B-SE, TURN LEFT AND GO NORTH 0.15 MILE TO THE SUMMIT
 SA2203'OF THE RIDGE AND THE STATION ON THE LEFT.
 SA2203'
 SA2203'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE
 SA2203'HIGHWAY 26 AND COUNTY ROAD B-SE GO SOUTHEASTERLY ON STATE
 SA2203'HIGHWAY 26 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1153 ***********************************************************************
 TP1153  DESIGNATION -  CORKSCREW
 TP1153  PID         -  TP1153
 TP1153  STATE/COUNTY-  WA/OKANOGAN
 TP1153  USGS QUAD   -  OKANOGAN (1993)
 TP1153
 TP1153                         *CURRENT SURVEY CONTROL
 TP1153  ___________________________________________________________________
 TP1153* NAD 83(1991)-  48 20 49.64960(N)    119 30 40.77520(W)     ADJUSTED  
 TP1153* NAVD 88     -       844.3    (meters)    2770.     (feet)  VERTCON   
 TP1153  ___________________________________________________________________
 TP1153  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 TP1153  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 TP1153
 TP1153  HORZ ORDER  -  THIRD
 TP1153
 TP1153.The horizontal coordinates were established by classical geodetic methods
 TP1153.and adjusted by the National Geodetic Survey in December 1991..
 TP1153
 TP1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1153
 TP1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1153
 TP1153.The geoid height was determined by GEOID03.
 TP1153
 TP1153;                    North         East     Units Scale Factor Converg.
 TP1153;SPC WA N     -   150,619.541   597,981.899   MT  0.99995024   +0 59 03.3
 TP1153;SPC WA N     -   494,157.61  1,961,878.95   sFT  0.99995024   +0 59 03.3
 TP1153;UTM  11      - 5,357,930.631   313,933.387   MT  1.00002539   -1 52 37.1
 TP1153
 TP1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1153!SPC WA N     -   0.99987063  x   0.99995024  =   0.99982088
 TP1153!UTM  11      -   0.99987063  x   1.00002539  =   0.99989602
 TP1153
 TP1153|---------------------------------------------------------------------|
 TP1153| PID    Reference Object                     Distance      Geod. Az  |
 TP1153|                                                           dddmmss.s |
 TP1153| CF1276 CORKSCREW RM 2                       16.371 METERS 03025     |
 TP1153| TP1136 WHITMORE LOOKOUT TOWER              APPROX.27.0 KM 1331857.0 |
 TP1153| CF1275 CORKSCREW RM 1                        9.812 METERS 26619     |
 TP1153| TP1154 JACKASS BUTTE LOH                   APPROX. 3.9 KM 2814735.5 |
 TP1153| TP1152 RIVERSIDE                           APPROX.16.5 KM 3585300.0 |
 TP1153|---------------------------------------------------------------------|
 TP1153
 TP1153                          SUPERSEDED SURVEY CONTROL
 TP1153
 TP1153  NAD 83(1986)-  48 20 49.65636(N)    119 30 40.77045(W) AD(       ) 3
 TP1153  NAD 27      -  48 20 50.10966(N)    119 30 36.59004(W) AD(       ) 3
 TP1153  NGVD 29 (07/19/86)  843.0    (m)         2766.     (f) VERT ANG       
 TP1153
 TP1153.Superseded values are not recommended for survey control.
 TP1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1153.See file dsdata.txt to determine how the superseded data were derived.
 TP1153
 TP1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP1393357931(NAD 83)
 TP1153_MARKER: DD = SURVEY DISK
 TP1153_SETTING: 80 = SET IN A BOULDER
 TP1153
 TP1153  HISTORY     - Date     Condition        Report By
 TP1153  HISTORY     - 1946     MONUMENTED       USGS
 TP1153  HISTORY     - 1956     GOOD             USGS
 TP1153  HISTORY     - 1975     GOOD             USGS
 TP1153
 TP1153                          STATION DESCRIPTION
 TP1153
 TP1153'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 TP1153'LOCATED 4.5 MI S. OF OMAK, ABOUT 4.0 MI SE. OF OKANOGAN, 0.2 MI
 TP1153'W. OF CORKSCREW GRADE.  ON PROMIENT POINT ON NORTH END OF AND
 TP1153'LOWER THAN HIGH PLATEAU COUNTRY TO E. OF OKANOGAN AND W. OF OMAK
 TP1153'LAKE.  STATION IS ON NORTH END OF POINT.  A PROMINENT TREE WHICH
 TP1153'HAS BRANCHES ON TOP AND BOTTOM WITH ABOUT 15 FT OF BARE SPACE
 TP1153'BETWEEN IS LOCATED ON SOUTH END.
 TP1153'
 TP1153'TO REACH FROM OKANOGAN POST OFFICE, DRIVE E. OVER BRIDGE ACROSS
 TP1153'OKANOGAN RIVER AND RR. TRACKS.  TAKE LEFT FORK AT 0.2 MI.  AT 0.8
 TP1153'MI TAKE RIGHT FORK, AT 4.6 MI JOIN RD. FROM LEFT.  AT 5.0 MI TAKE
 TP1153'RIGHT FORK (W.) OFF GRAVEL RD. ONTO DIRT RD. KNOWN AS CORKSCREW
 TP1153'GRADE, DRIVE UP STEEP GRADE AND TURN RIGHT (W.) THROUGH GATE AT
 TP1153'7.8 MI (ABOUT 600 FT PAST UNPAINTED HOUSE LEFT AND OFF RD.).  TURN
 TP1153'RIGHT (N.) AT 8.0 MI TO GATE AT 8.5 MI, CONTINUE TO ANOTHER GATE
 TP1153'AT 8.6 MI, PASS THROUGH GATE AND DRIVE N. THROUGH WHEAT FIELD TO
 TP1153'FENCE AT 9.2 MI.  BY LOWERING WIRE FROM POSTS, CAR CAN BE DRIVEN
 TP1153'THROUGH AND N. UP RIDGE TO TOP AND STATION AT 9.8 MI.
 TP1153'
 TP1153'STATION MARK--STANDARD TABLET STAMPED---CORKSCREW 1946---, CEMENTED
 TP1153'IN GRANITE BOULDER BURIED IN GROUND.
 TP1153'
 TP1153'RM NO. 1--STANDARD REFERENCE MARK TABLET
 TP1153'STAMPED---NO 1 CORKSCREW 1946---, CEMENTED IN SOLID ROCK.
 TP1153'
 TP1153'RM NO. 2--STANDARD REFERENCE MARK TABLET
 TP1153'STAMPED---NO 2 CORKSCREW 1946---, CEMENTED IN SOLID ROCK.
 TP1153
 TP1153                          STATION RECOVERY (1956)
 TP1153
 TP1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TP1153'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 TP1153
 TP1153                          STATION RECOVERY (1975)
 TP1153
 TP1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP1153'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  RMS NOT
 TP1153'MEASURED.  OCCUPIED ONLY TO ESTABLISH ETVA ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3014 ***********************************************************************
 SY3014  DESIGNATION -  CORM
 SY3014  PID         -  SY3014
 SY3014  STATE/COUNTY-  WA/PIERCE
 SY3014  USGS QUAD   -  STEILACOOM (1994)
 SY3014
 SY3014                         *CURRENT SURVEY CONTROL
 SY3014  ___________________________________________________________________
 SY3014* NAD 83(1991)-  47 09 14.32525(N)    122 37 06.01171(W)     ADJUSTED  
 SY3014* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SY3014  ___________________________________________________________________
 SY3014  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 SY3014  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 SY3014
 SY3014  HORZ ORDER  -  SECOND
 SY3014
 SY3014.The horizontal coordinates were established by classical geodetic methods
 SY3014.and adjusted by the National Geodetic Survey in December 1991..
 SY3014
 SY3014.The orthometric height was scaled from a topographic map.
 SY3014
 SY3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3014
 SY3014.The geoid height was determined by GEOID03.
 SY3014
 SY3014;                    North         East     Units Scale Factor Converg.
 SY3014;SPC WA S     -   204,527.582   339,376.354   MT  0.99996391   -1 32 19.5
 SY3014;SPC WA S     -   671,020.91  1,113,437.25   sFT  0.99996391   -1 32 19.5
 SY3014;UTM  10      - 5,222,346.149   528,932.698   MT  0.99961029   +0 16 47.4
 SY3014
 SY3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3014!SPC WA S     -   1.00000273  x   0.99996391  =   0.99996664
 SY3014!UTM  10      -   1.00000273  x   0.99961029  =   0.99961302
 SY3014
 SY3014|---------------------------------------------------------------------|
 SY3014| PID    Reference Object                     Distance      Geod. Az  |
 SY3014|                                                           dddmmss.s |
 SY3014| CE3474 CORM RM 1                             5.666 METERS 03040     |
 SY3014| CE3475 CORM RM 2                             8.145 METERS 19615     |
 SY3014| SY3088 SOLO                                APPROX. 2.0 KM 2113915.4 |
 SY3014|---------------------------------------------------------------------|
 SY3014
 SY3014                          SUPERSEDED SURVEY CONTROL
 SY3014
 SY3014  NAD 83(1986)-  47 09 14.32006(N)    122 37 06.02126(W) AD(       ) 2
 SY3014  NAD 27      -  47 09 14.95600(N)    122 37 01.58200(W) AD(       ) 2
 SY3014
 SY3014.Superseded values are not recommended for survey control.
 SY3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3014.See file dsdata.txt to determine how the superseded data were derived.
 SY3014
 SY3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2893322346(NAD 83)
 SY3014_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3014_SETTING: 80 = SET IN A BOULDER
 SY3014_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY3014
 SY3014  HISTORY     - Date     Condition        Report By
 SY3014  HISTORY     - 1935     MONUMENTED       CGS
 SY3014  HISTORY     - 1955     SEE DESCRIPTION  LOCENG
 SY3014
 SY3014                          STATION DESCRIPTION
 SY3014
 SY3014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3014'STATION IS IN PUGET SOUND ON THE E SHORE OPPOSITE THE MIDDLE OF
 SY3014'KETRON ISLAND.  AT THE HIGH-WATER LINE IN A 3-FOOT DIAMETER
 SY3014'FLAT-TOP BOULDER AT THE FOOT OF THE RAILROAD EMBANKMENT ROCK FILL.
 SY3014'STATION IS ABOUT 12 METERS FROM THE OFFSHORE RAILROAD TRACK AND 15
 SY3014'METERS N OF A 2-FOOT CONCRETE CULVERT OUTLET.  THE BRICK CHIMNEY AT
 SY3014'THE FEDERAL PENITENTIARY IS IN RANGE WITH THE N POINT OF KETRON
 SY3014'ISLAND.  THE S END OF KETRON ISLAND IS IN RANGE WITH THE SOUTHERLY
 SY3014'OF THREE HIGH HILLS IN THE DISTANCE TO THE SW.
 SY3014'
 SY3014'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 SY3014'DRILL HOLES IN BOULDERS AS DESCRIBED IN NOTES 4 AND 12C.
 SY3014
 SY3014                          STATION RECOVERY (1955)
 SY3014
 SY3014'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (FFL)
 SY3014'LETTER OF MR. F.F. LAWRENCE, FIELD ENGR., HORACE J.  WHITACRE AND
 SY3014'ASSOC. TACOMA, WASH. DATED DEC. 6, 1955--
 SY3014'
 SY3014'STATION SEARCHED FOR, BUT NOT FOUND.  R.M. NO. 1 FOUND IN GOOD
 SY3014'CONDITION AND DRILL HOLES IN ROCK FOR STATION AND R.M.  NO. 2
 SY3014'PROBABLY FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2356 ***********************************************************************
 RD2356  DESIGNATION -  CORN
 RD2356  PID         -  RD2356
 RD2356  STATE/COUNTY-  WA/CLARK
 RD2356  USGS QUAD   -  CAMAS (1993)
 RD2356
 RD2356                         *CURRENT SURVEY CONTROL
 RD2356  ___________________________________________________________________
 RD2356* NAD 83(1991)-  45 34 10.23357(N)    122 25 16.16563(W)     ADJUSTED  
 RD2356* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 RD2356  ___________________________________________________________________
 RD2356  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 RD2356  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 RD2356
 RD2356  HORZ ORDER  -  THIRD
 RD2356
 RD2356.The horizontal coordinates were established by classical geodetic methods
 RD2356.and adjusted by the National Geodetic Survey in December 1991..
 RD2356
 RD2356.The orthometric height was scaled from a topographic map.
 RD2356
 RD2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2356
 RD2356.The geoid height was determined by GEOID03.
 RD2356
 RD2356;                    North         East     Units Scale Factor Converg.
 RD2356;SPC WA S     -    28,077.997   350,035.246   MT  1.00007022   -1 23 43.9
 RD2356;SPC WA S     -    92,119.23  1,148,407.30   sFT  1.00007022   -1 23 43.9
 RD2356;SPC OR N     -   213,231.949 2,350,057.224   MT  0.99991902   -1 21 44.8
 RD2356;SPC OR N     -   699,579.89  7,710,161.50   iFT  0.99991902   -1 21 44.8
 RD2356;UTM  10      - 5,046,381.765   545,167.450   MT  0.99962508   +0 24 48.1
 RD2356
 RD2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2356!SPC WA S     -   1.00000322  x   1.00007022  =   1.00007344
 RD2356!SPC OR N     -   1.00000322  x   0.99991902  =   0.99992224
 RD2356!UTM  10      -   1.00000322  x   0.99962508  =   0.99962830
 RD2356
 RD2356:                Primary Azimuth Mark                     Grid Az
 RD2356:SPC WA S     -  LADY                                     080 06 40.7
 RD2356:SPC OR N     -  LADY                                     080 04 41.6
 RD2356:UTM  10      -  LADY                                     078 18 08.7
 RD2356
 RD2356|---------------------------------------------------------------------|
 RD2356| PID    Reference Object                     Distance      Geod. Az  |
 RD2356|                                                           dddmmss.s |
 RD2356| RD2355 LADY                                APPROX. 1.5 KM 0784256.8 |
 RD2356|---------------------------------------------------------------------|
 RD2356
 RD2356                          SUPERSEDED SURVEY CONTROL
 RD2356
 RD2356  NAD 83(1991)-  45 34 10.23357(N)    122 25 16.16563(W) AD(       ) 3
 RD2356  NAD 83(1986)-  45 34 10.24845(N)    122 25 16.16976(W) AD(       ) 3
 RD2356  NAD 27      -  45 34 10.82000(N)    122 25 11.83700(W) AD(       ) 3
 RD2356
 RD2356.Superseded values are not recommended for survey control.
 RD2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2356.See file dsdata.txt to determine how the superseded data were derived.
 RD2356
 RD2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4516746382(NAD 83)
 RD2356
 RD2356  HISTORY     - Date     Condition        Report By
 RD2356  HISTORY     - 1935     MONUMENTED       USE
 RD2356  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD2356
 RD2356                          STATION DESCRIPTION
 RD2356
 RD2356'DESCRIBED BY US ENGINEERS 1935
 RD2356'ON N SHORE OF COLUMBIA RIVER, ON S BANK OF LADY ISLAND, ON FIRST
 RD2356'PROMINENT POINT ABOUT 0.5 MILE W (DOWNSTREAM) FROM NORTHWESTERN
 RD2356'ELECTRIC COMPANY POWER LINE CROSSING, ABOUT 3 FEET N OF HIGH-WATER
 RD2356'LINE.
 RD2356'
 RD2356'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN CONCRETE
 RD2356'POST WITH USED CORN 1935 MARKED IN CONCRETE.
 RD2356
 RD2356                          STATION RECOVERY (1961)
 RD2356
 RD2356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JS)
 RD2356'THIS STATION HAS BEEN DESTROYED ACCORDING TO THE ARMY ENGINEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3346 ***********************************************************************
 RD3346  DESIGNATION -  CORNBURG 2
 RD3346  PID         -  RD3346
 RD3346  STATE/COUNTY-  WA/CLARK
 RD3346  USGS QUAD   -  VANCOUVER (1990)
 RD3346
 RD3346                         *CURRENT SURVEY CONTROL
 RD3346  ___________________________________________________________________
 RD3346* NAD 83(1991)-  45 41 13.53999(N)    122 39 32.77828(W)     ADJUSTED  
 RD3346* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 RD3346  ___________________________________________________________________
 RD3346  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 RD3346  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 RD3346
 RD3346  HORZ ORDER  -  SECOND
 RD3346
 RD3346.The horizontal coordinates were established by classical geodetic methods
 RD3346.and adjusted by the National Geodetic Survey in December 1991..
 RD3346
 RD3346.The orthometric height was scaled from a topographic map.
 RD3346
 RD3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3346
 RD3346.The geoid height was determined by GEOID03.
 RD3346
 RD3346;                    North         East     Units Scale Factor Converg.
 RD3346;SPC WA S     -    41,623.089   331,823.218   MT  1.00003635   -1 34 06.1
 RD3346;SPC WA S     -   136,558.42  1,088,656.67   sFT  1.00003635   -1 34 06.1
 RD3346;SPC OR N     -   226,764.173 2,331,839.196   MT  0.99993550   -1 31 52.3
 RD3346;SPC OR N     -   743,976.95  7,650,391.06   iFT  0.99993550   -1 31 52.3
 RD3346;UTM  10      - 5,059,338.999   526,544.676   MT  0.99960866   +0 14 38.1
 RD3346
 RD3346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3346!SPC WA S     -   0.99999242  x   1.00003635  =   1.00002877
 RD3346!SPC OR N     -   0.99999242  x   0.99993550  =   0.99992792
 RD3346!UTM  10      -   0.99999242  x   0.99960866  =   0.99960108
 RD3346
 RD3346|---------------------------------------------------------------------|
 RD3346| PID    Reference Object                     Distance      Geod. Az  |
 RD3346|                                                           dddmmss.s |
 RD3346| CE2447 CORNBURG 2 RM 1                      21.485 METERS 06407     |
 RD3346| CE2448 CORNBURG 2 RM 2                      13.308 METERS 12215     |
 RD3346| RD3389 VANCOUVER HAZEL DELL TANK           APPROX. 1.8 KM 1783030.9 |
 RD3346| CE2449 CORNBURG 2 RM 3 AZIMUTH                            1802418.4 |
 RD3346| RD3417 SORENSEN RESET                      APPROX. 3.2 KM 2984439.0 |
 RD3346|---------------------------------------------------------------------|
 RD3346
 RD3346                          SUPERSEDED SURVEY CONTROL
 RD3346
 RD3346  NAD 83(1991)-  45 41 13.53999(N)    122 39 32.77828(W) AD(       ) 2
 RD3346  NAD 83(1986)-  45 41 13.55831(N)    122 39 32.77970(W) AD(       ) 2
 RD3346  NAD 27      -  45 41 14.14010(N)    122 39 28.43597(W) AD(       ) 2
 RD3346
 RD3346.Superseded values are not recommended for survey control.
 RD3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3346.See file dsdata.txt to determine how the superseded data were derived.
 RD3346
 RD3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2654559339(NAD 83)
 RD3346_MARKER: DS = TRIANGULATION STATION DISK
 RD3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD3346
 RD3346  HISTORY     - Date     Condition        Report By
 RD3346  HISTORY     - 1951     MONUMENTED       CGS
 RD3346  HISTORY     - 1960     GOOD             CGS
 RD3346  HISTORY     - 1964     GOOD             CGS
 RD3346  HISTORY     - 20040615 MARK NOT FOUND   USPSQD
 RD3346
 RD3346                          STATION DESCRIPTION
 RD3346
 RD3346'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (ANS)
 RD3346'STATION IS IN THE SW 1/4 OF THE NW 1/4 OF SECTION 2, T. 2 N., R. 1
 RD3346'E., ABOUT 4 MILES N OF VANCOUVER, 0.1 MILE N OF QUARNBERG ROAD, ABOUT
 RD3346'200 FEET E OF U.S. HIGHWAY 99, AND ACROSS THE HIGHWAY FROM BLUROCK
 RD3346'CONCRETE PRODUCTS COMPANY.  IT IS ON TOP OF A 15-FOOT BANK WHICH
 RD3346'BLUFFS TO THE W AND ON PROPERTY OWNED AND OCCUPIED BY MR. WALTER
 RD3346'BORCHERS.
 RD3346'
 RD3346'STATION MARK IS A STANDARD DISK, STAMPED CORNBURG 2 1951, SET IN THE
 RD3346'TOP OF A 9-INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND,
 RD3346'AT THE W EDGE OF DRIVE TO HOUSE, 16 FEET E OF THE TOP EDGE OF BANK,
 RD3346'42.8 FEET S BY W OF THE SW CORNER OF MR. BORCHERS HOUSE, 38.5 FEET W
 RD3346'OF THE NW CORNER OF THE GARAGE AND ON TANGENT WITH THE N WALL OF THE
 RD3346'GARAGE.
 RD3346'
 RD3346'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A 9-INCH SQUARE
 RD3346'CONCRETE MONUMENT, FLUSH WITH THE GROUND, 10 INCHES E OF THE SE
 RD3346'CORNER OF MR. BORCHERS HOUSE, AND 1 FOOT HIGHER THAN THE STATION.  IT
 RD3346'IS STAMPED CORNBURG 2 NO 1 1951.
 RD3346'
 RD3346'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CORNBURG 2 NO 2 1951,
 RD3346'SET IN THE TOP OF A 9-INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE
 RD3346'GROUND, 1 FOOT S OF THE SW CORNER OF MR. BORCHERS GARAGE, AND ABOUT 2
 RD3346'FEET LOWER THAN THE STATION.
 RD3346'
 RD3346'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED CORNBURG 2
 RD3346'NO 3 1951, SET IN THE TOP OF A CONCRETE-FILLED 4-INCH SOIL PIPE,
 RD3346'THE BASE OF WHICH IS SURROUNDED WITH CONCRETE, AND PROJECTS ABOUT 5
 RD3346'INCHES ABOVE THE GROUND.  IT IS IN THE SE CORNER OF THE
 RD3346'INTERSECTIONS OF STOCKFORD ROAD AND COUNTY ROAD 4, 1.7 FEET W OF A
 RD3346'TELEPHONE POLE, 4.3 FEET E OF SIGN DEAD END ROAD, 17 FEET E OF THE
 RD3346'CENTER LINE OF STOCKFORD EXTENSION, AND 22 FEET S OF THE CENTER
 RD3346'LINE OF THE COUNTY ROAD.  IT IS REACHED FROM THE STATION BY
 RD3346'DRIVING S ON STOCKFORD ROAD FOR 0.6 MILE.
 RD3346'
 RD3346'STATION REACHED FROM THE N END OF THE INTERSTATE BRIDGE IN VANCOUVER
 RD3346'BY GOING N ON U.S. HIGHWAY 99 (WASHINGTON ST.) FOR 0.95 MILE, THEN
 RD3346'RIGHT, E, ON WEST EIGHTEENTH STREET FOR 0.05 MILE, THEN LEFT, N ON
 RD3346'U.S. 99 (MAIN STREET) FOR 2.1 MILES TO RAILROAD UNDERPASS,
 RD3346'CONTINUE N ON U.S. HIGHWAY 99 FOR 1.6 MILES TO QUARNBERG ROAD AND
 RD3346'FOOD MART ON RIGHT.  THEN GO RIGHT, E, ON QUARNBERG ROAD FOR 0.05
 RD3346'MILE TO STOCKFORD ROAD, S, THEN TURN LEFT AND GO N ON A PRIVATE
 RD3346'ROAD FOR ABOUT 0.1 MILE TO MR. BORCHERS HOUSE AND STATION ON TOP OF A
 RD3346'SMALL HILL.
 RD3346
 RD3346                          STATION RECOVERY (1960)
 RD3346
 RD3346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3346'STATION WAS RECOVERED AND ALL THE MARKS FOUND IN GOOD CONDITION AS
 RD3346'PREVIOUSLY DESCRIBED.
 RD3346'
 RD3346'TO REACH THE STATION FROM THE NORTH END OF THE INTERSTATE BRIDGE
 RD3346'OVER THE COLUMBIA RIVER AT VANCOUVER BY GOING NORTH ON U.S. HIGHWAY
 RD3346'99 FOR 3.2 MILES TO THE RAILROAD UNDER-PASS, CONTINUE AHEAD NORTH,
 RD3346'STILL ON U.S. HIGHWAY 99 FOR 1.6 MILES TO N.E. 88TH STREET, TURN
 RD3346'RIGHT, GO EAST 0.05 MILE TO N.E. 13TH AVENUE ON THE RIGHT AND ON
 RD3346'THE LEFT A PRIVATE ROAD TO HOUSE NUMBER 1216 N.E. 88TH STREET.  GO
 RD3346'NORTH ON THIS PRIVATE ROAD FOR 0.1 MILE TO THE END OF THE ROAD AND
 RD3346'THE STATION.
 RD3346
 RD3346                          STATION RECOVERY (1964)
 RD3346
 RD3346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 RD3346'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 RD3346'THE AZIMUTH MARK HAD TO BE DESTROYED TO ALLOW FOR HIGHWAY
 RD3346'IMPROVEMENT AND COULD NOT BE RESET BY THE PREFERRED METHOD.  A NEW
 RD3346'AND COMPLETE DESCRIPTION FOLLOWS.
 RD3346'
 RD3346'THE STATION IS IN THE NORTH PART OF VANCOUVER ON PROPERTY OWNED BY
 RD3346'MR. ROBERT O. ARCHER.
 RD3346'
 RD3346'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 99 AND
 RD3346'N.E. 88TH STREET GO EAST ON N. E. 88TH STREET FOR 0.05 MILE TO
 RD3346'13TH AVENUE ON THE RIGHT AND MR. ARCHERS DRIVEWAY ON THE LEFT, TURN
 RD3346'LEFT AND GO NORTH ON THE DRIVEWAY FOR 0.1 MILE TO THE STATION.
 RD3346'
 RD3346'THE STATION MARK, STAMPED CORNBURG 2 1951, IS A STANDARD DISK SET IN
 RD3346'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 RD3346'GROUND.  IT IS IN THE PARKING AREA 42 FEET SOUTHWEST OF THE
 RD3346'SOUTHWEST CORNER OF MR. ARCHERS HOUSE, 38 FEET WEST OF THE NORTHWEST
 RD3346'CORNER OF THE GARAGE, 16 FEET EAST OF THE TOP OF THE EDGE OF THE
 RD3346'BANK, 14 FEET EAST OF A POWER POLE AND 2 FEET SOUTH OF A CONCRETE
 RD3346'BORDER FOR THE LAWN.
 RD3346'
 RD3346'REFERENCE MARK NO. 1, STAMPED CORNBURG 2 NO 1 1951, IS A STANDARD
 RD3346'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS 2
 RD3346'INCHES BELOW THE SURFACE OF THE GROUND AND 1 FOOT EAST OF THE
 RD3346'SOUTHEAST CORNER OF MR. ARCHERS HOUSE.
 RD3346'
 RD3346'REFERENCE MARK NO. 2, STAMPED CORNBURG 2 NO 2 1951, IS A STANDARD
 RD3346'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS 6
 RD3346'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 20 FEET EAST OF THE
 RD3346'CENTER OF THE DRIVEWAY AND 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF
 RD3346'MR. ARCHERS GARAGE.
 RD3346'
 RD3346'TRIANGULATION STATION SORENSEN 1962 MAY BE USED FOR THE AZIMUTH
 RD3346'MARK.  SEE DESCRIPTION THEREOF.
 RD3346
 RD3346                          STATION RECOVERY (2004)
 RD3346
 RD3346'RECOVERY NOTE BY US POWER SQUADRON 2004
 RD3346'THIS COMPLETE AREA IS NOW APARTMENTS AND PARKING LOTS. THIS STATION
 RD3346'SHOULD BE CONSIDERED LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2345 ***********************************************************************
 SA2345  DESIGNATION -  CORNER
 SA2345  PID         -  SA2345
 SA2345  STATE/COUNTY-  WA/FRANKLIN
 SA2345  USGS QUAD   -  RICHLAND (1992)
 SA2345
 SA2345                         *CURRENT SURVEY CONTROL
 SA2345  ___________________________________________________________________
 SA2345* NAD 83(1991)-  46 17 22.23156(N)    119 15 33.64407(W)     ADJUSTED  
 SA2345* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 SA2345  ___________________________________________________________________
 SA2345  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 SA2345  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SA2345
 SA2345  HORZ ORDER  -  SECOND
 SA2345
 SA2345.The horizontal coordinates were established by classical geodetic methods
 SA2345.and adjusted by the National Geodetic Survey in December 1991..
 SA2345
 SA2345.The orthometric height was scaled from a topographic map.
 SA2345
 SA2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2345
 SA2345.The geoid height was determined by GEOID03.
 SA2345
 SA2345;                    North         East     Units Scale Factor Converg.
 SA2345;SPC WA S     -   107,030.183   595,591.879   MT  0.99992784   +0 54 04.3
 SA2345;SPC WA S     -   351,148.19  1,954,037.69   sFT  0.99992784   +0 54 04.3
 SA2345;UTM  11      - 5,128,695.605   325,970.285   MT  0.99997231   -1 38 00.8
 SA2345
 SA2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2345!SPC WA S     -   0.99998584  x   0.99992784  =   0.99991368
 SA2345!UTM  11      -   0.99998584  x   0.99997231  =   0.99995815
 SA2345
 SA2345                          SUPERSEDED SURVEY CONTROL
 SA2345
 SA2345  NAD 83(1991)-  46 17 22.23342(N)    119 15 33.64261(W) AD(       ) 2
 SA2345  NAD 83(1986)-  46 17 22.23958(N)    119 15 33.63638(W) AD(       ) 2
 SA2345  NAD 27      -  46 17 22.75700(N)    119 15 29.57800(W) AD(       ) 2
 SA2345
 SA2345.Superseded values are not recommended for survey control.
 SA2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2345.See file dsdata.txt to determine how the superseded data were derived.
 SA2345
 SA2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2597028696(NAD 83)
 SA2345_MARKER: Z = SEE DESCRIPTION
 SA2345_SETTING: 0 = UNSPECIFIED SETTING
 SA2345_STAMPING: CORNER (1948)
 SA2345_MARK LOGO: USE   
 SA2345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2345
 SA2345  HISTORY     - Date     Condition        Report By
 SA2345  HISTORY     - 1948     MONUMENTED       USE
 SA2345  HISTORY     - 1974     SEE DESCRIPTION  USGS
 SA2345
 SA2345                          STATION DESCRIPTION
 SA2345
 SA2345'DESCRIBED BY US ENGINEERS 1948 (WRG)
 SA2345'CORNER (1948) LOCATED 10.1 MILES NORTHWEST OF PASCO WN.
 SA2345'
 SA2345'TO REACH STATION FROM STOP LIGHT AT FOURTH AND LEWIS ST. PASCO
 SA2345'WN. GO NORTH ON 4TH STREET FOR .75 MILE, TURN LEFT (WEST) ON OIL
 SA2345'ROAD (THIS ROAD RUNS STRAIGHT UNTIL IT REACHES COLUMBIA RIVER
 SA2345'THEN FOLLOWS RIVER.) FOR 10.1 MILES TO LARGE WHITE HOUSE ON
 SA2345'RIGHT.  CONTINUE PAST HOUSE 0.1 MILE TO GATE ON LEFT, PASS
 SA2345'THROUGH GATE AND FOLLOW NORTH ALONG NORTH SOUTH FENCE TO CORNER
 SA2345'OF FENCE.
 SA2345'
 SA2345'STATION CORNER IS APPROXIMATELY 80 FEET NORTH WEST OF FENCE
 SA2345'CORNER.  3 FEET WEST OF WHITE MARKER POST.  ABOUT 3 INCHES ABOVE
 SA2345'GROUND.  STANDARD U.S.C.E. DISK SET IN CONCRETE MONUMENT AND
 SA2345'STAMPED CORNER (1948).
 SA2345
 SA2345                          STATION RECOVERY (1974)
 SA2345
 SA2345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA2345'MARK WAS NOT RECOVERED IN AREA DESCRIBED.  MAY HAVE BEEN DESTROYED
 SA2345'OR COVERED UP IN CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3639 ***********************************************************************
 SY3639  DESIGNATION -  CORNER 1919
 SY3639  PID         -  SY3639
 SY3639  STATE/COUNTY-  WA/KING
 SY3639  USGS QUAD   -  AUBURN (1994)
 SY3639
 SY3639                         *CURRENT SURVEY CONTROL
 SY3639  ___________________________________________________________________
 SY3639* NAD 83(1991)-  47 33 09.00864(N)    122 14 48.01214(W)     ADJUSTED  
 SY3639* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY3639  ___________________________________________________________________
 SY3639  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 SY3639  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 SY3639
 SY3639  HORZ ORDER  -  THIRD
 SY3639
 SY3639.The horizontal coordinates were established by classical geodetic methods
 SY3639.and adjusted by the National Geodetic Survey in December 1991..
 SY3639
 SY3639.The orthometric height was scaled from a topographic map.
 SY3639
 SY3639.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3639
 SY3639.The geoid height was determined by GEOID03.
 SY3639
 SY3639;                    North         East     Units Scale Factor Converg.
 SY3639;SPC WA N     -    62,405.205   393,627.354   MT  0.99999062   -1 03 08.1
 SY3639;SPC WA N     -   204,741.08  1,291,425.74   sFT  0.99999062   -1 03 08.1
 SY3639;UTM  10      - 5,266,839.629   556,679.134   MT  0.99963948   +0 33 21.2
 SY3639
 SY3639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3639!SPC WA N     -   1.00000225  x   0.99999062  =   0.99999287
 SY3639!UTM  10      -   1.00000225  x   0.99963948  =   0.99964173
 SY3639
 SY3639:                Primary Azimuth Mark                     Grid Az
 SY3639:SPC WA N     -  GREEN SHED WEST GABLE                    163 26 09.7
 SY3639:UTM  10      -  GREEN SHED WEST GABLE                    161 49 40.4
 SY3639
 SY3639|---------------------------------------------------------------------|
 SY3639| PID    Reference Object                     Distance      Geod. Az  |
 SY3639|                                                           dddmmss.s |
 SY3639| SY3610 GREEN SHED WEST GABLE               APPROX. 1.3 KM 1622301.6 |
 SY3639| SY3599 EDGE 1919                           APPROX. 1.5 KM 1701340.5 |
 SY3639| SY3673 WHARFHOUSE WEST PEAK                APPROX. 1.7 KM 1735908.3 |
 SY3639|---------------------------------------------------------------------|
 SY3639
 SY3639                          SUPERSEDED SURVEY CONTROL
 SY3639
 SY3639  NAD 83(1986)-  47 33 09.00201(N)    122 14 48.01904(W) AD(       ) 3
 SY3639  NAD 27      -  47 33 09.64500(N)    122 14 43.57900(W) AD(       ) 3
 SY3639
 SY3639.Superseded values are not recommended for survey control.
 SY3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3639.See file dsdata.txt to determine how the superseded data were derived.
 SY3639
 SY3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5667966840(NAD 83)
 SY3639_MARKER: Z = SEE DESCRIPTION
 SY3639_SETTING: 0 = UNSPECIFIED SETTING
 SY3639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3639
 SY3639  HISTORY     - Date     Condition        Report By
 SY3639  HISTORY     - 1919     MONUMENTED       CGS
 SY3639  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY3639
 SY3639                          STATION DESCRIPTION
 SY3639
 SY3639'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3639'MAIN SCHEME STATION IS LOCATED ABOUT 150 METERS S OF THE EXTREME
 SY3639'EASTERN POINT CENTRAL PORTION OF BAILEY PENINSULA, ON A GRASSY
 SY3639'FLAT SHOULDER, ABOUT 10 FEET HIGH AND ABOUT 5 FEET FROM THE CLAY
 SY3639'CLIFF.  NAME AND YEAR STAMPED ON STATION MARK.
 SY3639'
 SY3639'STATION MARKED BY A REGULATION BRONZE DISK SET IN TOP OF A
 SY3639'CYLINDRICAL CONCRETE MOLD POURED IN PLACE ABOUT 2 FEET DEEP AND
 SY3639'PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE.
 SY3639'
 SY3639'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 SY3639'DESCRIBED IN NOTE 11B.
 SY3639'
 SY3639'WITNESS MARK IS A PRECAST 6-INCH SQUARE CEMENT POST WITH A COPPER
 SY3639'PLUG IN ITS CENTER, TO THE S AND AT THE EDGE OF THE CLIFF, BUT
 SY3639'NOT IN A VERY STABLE CONDITION.  PROBABLY A BOUNDARY MONUMENT.
 SY3639
 SY3639                          STATION RECOVERY (1952)
 SY3639
 SY3639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY3639'THE STATION IS LOST.  THE EROSION OF THE SHORE HAS CARRIED AWAY
 SY3639'THE MARK, AS IS EVIDENCED BY THE CONCRETE CRIBBING PLACED AGAINST
 SY3639'THE SHORE ON THE POINT, NOW OFFSHORE ABOUT 10 FEET.  THE STATION
 SY3639'LOCATION WAS ON THE POINT ABOUT 80 YARDS N OF WHERE THE ROAD FROM
 SY3639'THE TOP OF BAILEY PENINSULA INTERSECTS THE LAKE SHORE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0363 ***********************************************************************
 SD0363  DESIGNATION -  CORP OF ENGRS PILING
 SD0363  PID         -  SD0363
 SD0363  STATE/COUNTY-  WA/WAHKIAKUM
 SD0363  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0363
 SD0363                         *CURRENT SURVEY CONTROL
 SD0363  ___________________________________________________________________
 SD0363* NAD 83(1991)-  46 17 44.56888(N)    124 02 09.89874(W)     ADJUSTED  
 SD0363* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 SD0363  ___________________________________________________________________
 SD0363  X           -  -2,470,919.067 (meters)                     COMP
 SD0363  Y           -  -3,658,316.409 (meters)                     COMP
 SD0363  Z           -   4,588,005.389 (meters)                     COMP
 SD0363  LAPLACE CORR-          13.68  (seconds)                    DEFLEC99
 SD0363  ELLIP HEIGHT-         -19.81  (meters)          (12/09/91) GPS OBS
 SD0363  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 SD0363
 SD0363  HORZ ORDER  -  THIRD
 SD0363  ELLP ORDER  -  FOURTH    CLASS I
 SD0363
 SD0363.The horizontal coordinates were established by GPS observations
 SD0363.and adjusted by the National Geodetic Survey in December 1991..
 SD0363
 SD0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0363
 SD0363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SD0363
 SD0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0363
 SD0363.The ellipsoidal height was determined by GPS observations
 SD0363.and is referenced to NAD 83.
 SD0363
 SD0363.The geoid height was determined by GEOID03.
 SD0363
 SD0363;                    North         East     Units Scale Factor Converg.
 SD0363;SPC WA S     -   113,073.689   227,657.288   MT  0.99992729   -2 34 06.9
 SD0363;SPC WA S     -   370,975.93    746,905.62   sFT  0.99992729   -2 34 06.9
 SD0363;SPC OR N     -   298,127.916 2,227,609.051   MT  1.00008870   -2 30 27.9
 SD0363;SPC OR N     -   978,109.96  7,308,428.65   iFT  1.00008870   -2 30 27.9
 SD0363;UTM  10      - 5,127,425.758   420,202.346   MT  0.99967827   -0 44 56.5
 SD0363
 SD0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0363!SPC WA S     -   1.00000311  x   0.99992729  =   0.99993040
 SD0363!SPC OR N     -   1.00000311  x   1.00008870  =   1.00009181
 SD0363!UTM  10      -   1.00000311  x   0.99967827  =   0.99968137
 SD0363
 SD0363|---------------------------------------------------------------------|
 SD0363| PID    Reference Object                     Distance      Geod. Az  |
 SD0363|                                                           dddmmss.s |
 SD0363| SD0370 LIGHT 22 ILWACO HARBOR              346.570 METERS 29034     |
 SD0363|---------------------------------------------------------------------|
 SD0363
 SD0363                          SUPERSEDED SURVEY CONTROL
 SD0363
 SD0363  NAD 83(1991)-  46 17 44.56888(N)    124 02 09.89872(W) AD(       ) 3
 SD0363  ELLIP H (10/15/91)  -19.82   (m)                       GP(       ) 4 1
 SD0363  NAD 83(1986)-  46 17 44.57639(N)    124 02 09.86357(W) AD(       ) 3
 SD0363  NAD 27      -  46 17 45.21402(N)    124 02 05.31945(W) AD(       ) 3
 SD0363  NGVD 29 (07/16/87)    3.2    (m)           10.     (f) GPS OBS        
 SD0363
 SD0363.Superseded values are not recommended for survey control.
 SD0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0363.See file dsdata.txt to determine how the superseded data were derived.
 SD0363
 SD0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2020227426(NAD 83)
 SD0363_MARKER: 11 = PILING
 SD0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0363+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SD0363
 SD0363  HISTORY     - Date     Condition        Report By
 SD0363  HISTORY     - 1986     FIRST OBSERVED   USCG
 SD0363
 SD0363                          STATION DESCRIPTION
 SD0363
 SD0363'DESCRIBED BY US COAST GUARD 1986 (MRM)
 SD0363'PILING IS LOCATED IN ILWACO HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1354 ***********************************************************************
 TP1354  DESIGNATION -  CORRAL
 TP1354  PID         -  TP1354
 TP1354  STATE/COUNTY-  WA/OKANOGAN
 TP1354  USGS QUAD   -  CORRAL BUTTE (1981)
 TP1354
 TP1354                         *CURRENT SURVEY CONTROL
 TP1354  ___________________________________________________________________
 TP1354* NAD 83(1991)-  48 49 22.63231(N)    119 56 36.86797(W)     ADJUSTED  
 TP1354* NAVD 88     -      2089.0    (meters)    6854.     (feet)  VERTCON   
 TP1354  ___________________________________________________________________
 TP1354  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 TP1354  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 TP1354
 TP1354  HORZ ORDER  -  THIRD
 TP1354
 TP1354.The horizontal coordinates were established by classical geodetic methods
 TP1354.and adjusted by the National Geodetic Survey in December 1991..
 TP1354
 TP1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1354
 TP1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1354
 TP1354.The geoid height was determined by GEOID03.
 TP1354
 TP1354;                    North         East     Units Scale Factor Converg.
 TP1354;SPC WA N     -   203,067.420   565,335.426   MT  1.00001809   +0 39 44.8
 TP1354;SPC WA N     -   666,230.36  1,854,771.31   sFT  1.00001809   +0 39 44.8
 TP1354;UTM  11      - 5,411,953.590   283,950.025   MT  1.00017348   -2 12 59.1
 TP1354;UTM  10      - 5,412,280.282   724,331.903   MT  1.00021830   +2 18 05.3
 TP1354
 TP1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1354!SPC WA N     -   0.99967532  x   1.00001809  =   0.99969340
 TP1354!UTM  11      -   0.99967532  x   1.00017348  =   0.99984874
 TP1354!UTM  10      -   0.99967532  x   1.00021830  =   0.99989355
 TP1354
 TP1354|---------------------------------------------------------------------|
 TP1354| PID    Reference Object                     Distance      Geod. Az  |
 TP1354|                                                           dddmmss.s |
 TP1354| CS4691 CORRAL RM 1                           9.211 METERS 04634     |
 TP1354| CS4692 CORRAL RM 2                          18.272 METERS 20123     |
 TP1354| TP1381 WINDY                               APPROX.11.9 KM 3502311.0 |
 TP1354|---------------------------------------------------------------------|
 TP1354
 TP1354                          SUPERSEDED SURVEY CONTROL
 TP1354
 TP1354  NAD 83(1986)-  48 49 22.63358(N)    119 56 36.86545(W) AD(       ) 3
 TP1354  NGVD 29 (10/02/90) 2087.5    (m)         6849.     (f) VERT ANG       
 TP1354
 TP1354.Superseded values are not recommended for survey control.
 TP1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1354.See file dsdata.txt to determine how the superseded data were derived.
 TP1354
 TP1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ8395011954(NAD 83)
 TP1354_MARKER: DS = TRIANGULATION STATION DISK
 TP1354_SETTING: 66 = SET IN ROCK OUTCROP
 TP1354_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TP1354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1354+STABILITY: POSITION/ELEVATION WELL
 TP1354
 TP1354  HISTORY     - Date     Condition        Report By
 TP1354  HISTORY     - 1956     MONUMENTED       USGS
 TP1354  HISTORY     - 1969     GOOD             USGS
 TP1354
 TP1354                          STATION DESCRIPTION
 TP1354
 TP1354'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1354'LOCATED ABOUT 21.0 MI NW. OF CONCONULLY, 14.0 MI W. OF LOOMIS.  ON
 TP1354'BARE TOP KNOWN LOCALLY AS CORRAL BUTTE, 28.26 FT FROM CENTER OF
 TP1354'LOH AND 2 FT LOWER THAN HIGHEST POINT OF TOP.
 TP1354'
 TP1354'TO REACH FROM CONCONULLY POST OFFICE, DRIVE 8.0 MI N. TO SALMON
 TP1354'MEADOW GUARD STATION, CONTINUE 7.9 MI TO RD. FORKS AND SIGN
 TP1354'41 LOOMIS, 17 LONG SWAMP, CONTINUE STRAIGHT AHEAD 4.0 MI N. TO
 TP1354'RD. FORKS AND SIGN LONG SWAMP 13, CONTINUE STRAIGHT AHEAD 7.7
 TP1354'MI TO RD. FORKS AND SIGN 1/2 CORRAL BUTTE.  TAKE LEFT FORK 0.5
 TP1354'MI TO END OF RD.  TAKE PATH TO TOP AND STATION.  A 1-MINUTE PACK.
 TP1354'
 TP1354'STATION MARK--STANDARD TABLET STAMPED---CORRAL 1956---, CEMENTED IN
 TP1354'DRILL HOLE IN ROCK OUTCROP FLUSH WITH GROUND.
 TP1354'
 TP1354'RM 1--COPPER NAIL AND WASHER STAMPED---1---, IN TRIANGLE BLAZED IN
 TP1354'10-INCH PINE TREE, ABOUT 12 FT LOWER THAN STATION MARK.
 TP1354'
 TP1354'RM 2--COPPER NAIL AND WASHER STAMPED---2---, IN TRIANGLE BLAZED IN
 TP1354'10-INCH PINE TREE, ABOUT 24 FT LOWER THAN STATION MARK.
 TP1354
 TP1354                          STATION RECOVERY (1969)
 TP1354
 TP1354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TP1354'RECOVERED AS DESCRIBED BY USGS.  LOH HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2055 ***********************************************************************
 TR2055  DESIGNATION -  CORRALL 2
 TR2055  PID         -  TR2055
 TR2055  STATE/COUNTY-  WA/SAN JUAN
 TR2055  USGS QUAD   -  BLAKELY ISLAND (1994)
 TR2055
 TR2055                         *CURRENT SURVEY CONTROL
 TR2055  ___________________________________________________________________
 TR2055* NAD 83(1991)-  48 34 20.00619(N)    122 49 51.40512(W)     ADJUSTED  
 TR2055* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2055  ___________________________________________________________________
 TR2055  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 TR2055  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 TR2055
 TR2055  HORZ ORDER  -  SECOND
 TR2055
 TR2055.The horizontal coordinates were established by classical geodetic methods
 TR2055.and adjusted by the National Geodetic Survey in December 1991..
 TR2055
 TR2055.The orthometric height was scaled from a topographic map.
 TR2055
 TR2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2055
 TR2055.The geoid height was determined by GEOID03.
 TR2055
 TR2055;                    North         East     Units Scale Factor Converg.
 TR2055;SPC WA N     -   176,720.923   352,603.882   MT  0.99997369   -1 29 14.1
 TR2055;SPC WA N     -   579,791.89  1,156,834.57   sFT  0.99997369   -1 29 14.1
 TR2055;UTM  10      - 5,379,917.514   512,470.589   MT  0.99960191   +0 07 36.3
 TR2055
 TR2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2055!SPC WA N     -   1.00000290  x   0.99997369  =   0.99997659
 TR2055!UTM  10      -   1.00000290  x   0.99960191  =   0.99960481
 TR2055
 TR2055|---------------------------------------------------------------------|
 TR2055| PID    Reference Object                     Distance      Geod. Az  |
 TR2055|                                                           dddmmss.s |
 TR2055| TR2065 CORRALL 3 1976                       14.408 METERS 01013     |
 TR2055| CF7710 CORRALL 2 RM 1                       66.860 METERS 04115     |
 TR2055| CF7711 CORRALL 2 RM 2                       55.520 METERS 14005     |
 TR2055| TR2043 SWIFTS BAY LIGHT                    APPROX. 2.7 KM 2185400.9 |
 TR2055| TR2061 SHAG ROCK BEACON                    APPROX. 3.9 KM 3032246.6 |
 TR2055|---------------------------------------------------------------------|
 TR2055
 TR2055                          SUPERSEDED SURVEY CONTROL
 TR2055
 TR2055  NAD 83(1986)-  48 34 20.00823(N)    122 49 51.40756(W) AD(       ) 2
 TR2055  NAD 27      -  48 34 20.64100(N)    122 49 46.77600(W) AD(       ) 2
 TR2055
 TR2055.Superseded values are not recommended for survey control.
 TR2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2055.See file dsdata.txt to determine how the superseded data were derived.
 TR2055
 TR2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1247179918(NAD 83)
 TR2055_MARKER: Z = SEE DESCRIPTION
 TR2055_SETTING: 0 = UNSPECIFIED SETTING
 TR2055
 TR2055  HISTORY     - Date     Condition        Report By
 TR2055  HISTORY     - 1939     MONUMENTED       CGS
 TR2055  HISTORY     - 1947     SEE DESCRIPTION  LOCENG
 TR2055  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TR2055
 TR2055                          STATION DESCRIPTION
 TR2055
 TR2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CAE)
 TR2055'STATION IS LOCATED ON A SMALL, LOW, SANDY POINT ON THE NW SIDE OF
 TR2055'BLAKELY ISLAND IN THE SAN JUAN ISLAND GROUP.  THE STATION IS 1-1/4
 TR2055'MILES NNW OF THATCHER AND 1 MILE SSW OF THE SW END OF OBSTRUCTION
 TR2055'ISLAND.  THE STATION IS 10 FEET BACK OF THE EDGE OF THE GRASS LINE
 TR2055'ON THE POINT.
 TR2055'
 TR2055'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN A 4-INCH IRON
 TR2055'PIPE EMBEDDED IN CONCRETE FLUSH WITH SURFACE OF GROUND.
 TR2055'
 TR2055'REFERENCE MARK NO.1 IS A STANDARD DISK DRIVEN IN THE N SIDE OF A
 TR2055'6-INCH EVERGREEN TREE ABOUT 2 FEET ABOVE GROUND.
 TR2055'
 TR2055'REFERENCE MARK NO.2 IS A STANDARD DISK CEMENTED IN DRILL HOLE IN
 TR2055'A LARGE BOULDER IN ITS NATURAL POSITION.
 TR2055
 TR2055                          STATION RECOVERY (1947)
 TR2055
 TR2055'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947
 TR2055'STATION RECOVERED AS DESCRIBED.  IT WAS NOT OCCUPIED.  THE
 TR2055'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT CHECKED.
 TR2055
 TR2055                          STATION RECOVERY (1976)
 TR2055
 TR2055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 TR2055'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 TR2055'MARKS, (NO. 1 AND NO. 2), WERE NOT FOUND.  THE PROPERTY OWNER PLANS
 TR2055'TO BUILD A HOUSE OVER THE STATION MARK.  A NEW STATION MARK,
 TR2055'CORRALL 3, WAS ESTABLISHED NEAR THE NORTH PROPERTY LINE OF MR. DON
 TR2055'SPAWNS LOT AND OUT OF THE WAY OF THE CONSTRUCTION.  THE OLD
 TR2055'STATION MARK WAS LEFT INTACT.
 TR2055'
 TR2055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR2055'10 MILES WNW OF ANACORTES, (ON BLAKELY ISLAND).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2065 ***********************************************************************
 TR2065  DESIGNATION -  CORRALL 3 1976
 TR2065  PID         -  TR2065
 TR2065  STATE/COUNTY-  WA/SAN JUAN
 TR2065  USGS QUAD   -  BLAKELY ISLAND (1994)
 TR2065
 TR2065                         *CURRENT SURVEY CONTROL
 TR2065  ___________________________________________________________________
 TR2065* NAD 83(1991)-  48 34 20.46524(N)    122 49 51.28054(W)     ADJUSTED  
 TR2065* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2065  ___________________________________________________________________
 TR2065  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 TR2065  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 TR2065
 TR2065  HORZ ORDER  -  THIRD
 TR2065
 TR2065.The horizontal coordinates were established by classical geodetic methods
 TR2065.and adjusted by the National Geodetic Survey in December 1991..
 TR2065.No horizontal observational check was made to the station.
 TR2065
 TR2065.The orthometric height was scaled from a topographic map.
 TR2065
 TR2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2065
 TR2065.The geoid height was determined by GEOID03.
 TR2065
 TR2065;                    North         East     Units Scale Factor Converg.
 TR2065;SPC WA N     -   176,735.031   352,606.803   MT  0.99997371   -1 29 14.1
 TR2065;SPC WA N     -   579,838.18  1,156,844.15   sFT  0.99997371   -1 29 14.1
 TR2065;UTM  10      - 5,379,931.694   512,473.110   MT  0.99960191   +0 07 36.4
 TR2065
 TR2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2065!SPC WA N     -   1.00000290  x   0.99997371  =   0.99997661
 TR2065!UTM  10      -   1.00000290  x   0.99960191  =   0.99960481
 TR2065
 TR2065|---------------------------------------------------------------------|
 TR2065| PID    Reference Object                     Distance      Geod. Az  |
 TR2065|                                                           dddmmss.s |
 TR2065| TR2055 CORRALL 2                            14.408 METERS 19013     |
 TR2065| TR2061 SHAG ROCK BEACON                    APPROX. 3.9 KM 3031105.8 |
 TR2065|---------------------------------------------------------------------|
 TR2065
 TR2065                          SUPERSEDED SURVEY CONTROL
 TR2065
 TR2065  NAD 83(1986)-  48 34 20.46728(N)    122 49 51.28297(W) AD(       ) 3
 TR2065  NAD 27      -  48 34 21.10005(N)    122 49 46.65142(W) AD(       ) 3
 TR2065
 TR2065.Superseded values are not recommended for survey control.
 TR2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2065.See file dsdata.txt to determine how the superseded data were derived.
 TR2065
 TR2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1247379932(NAD 83)
 TR2065_MARKER: DS = TRIANGULATION STATION DISK
 TR2065_SETTING: 0 = UNSPECIFIED SETTING
 TR2065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2065
 TR2065  HISTORY     - Date     Condition        Report By
 TR2065  HISTORY     - 1976     MONUMENTED       NGS
 TR2065
 TR2065                          STATION DESCRIPTION
 TR2065
 TR2065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 TR2065'THIS STATION WAS ESTABLISHED TO REPLACE CORRALL 2 1939, WHICH
 TR2065'ACCORDING TO PRESENT PLAN WILL BE UNDER A HOUSE WHICH MR. DON
 TR2065'SPAWN IS PLANNING TO BUILD ON THE LOT.
 TR2065'
 TR2065'THE STATION IS ABOUT 10 MILES WEST-NORTHWEST OF ANACORTES, ON THE
 TR2065'MOST-WESTERLY POINT OF BLAKELY ISLAND, ABOUT 1.5 MILES SOUTHWEST
 TR2065'OF THE NORTH TIP OF THE ISLAND AND ON THE PROPERTY OF MR. DON
 TR2065'SPAWN.
 TR2065'
 TR2065'THE STATION CAN BE REACHED BY BOAT OR PLANE.  THERE IS NO PUBLIC
 TR2065'TRANSPORTATION TO THIS ISLAND, BUT THERE IS A LANDING STRIP FOR
 TR2065'PRIVATE PLANES.
 TR2065'
 TR2065'THE STATION MARK IS AN UNSTAMPED STANDARD DISK ON A 3-INCH IRON
 TR2065'PIPE, WITH CONCRETE AROUND THE BOTTOM OF THE PIPE AND A 6-INCH
 TR2065'CONCRETE COLLAR AROUND THE TOP OF THE PIPE, FLUSH WITH THE GROUND
 TR2065'AND FLUSH WITH THE DISK.  THE MARK IS ABOUT 40 YARDS SOUTHWEST OF
 TR2065'A SMALL POND, 4 FEET SOUTHEAST OF THE HIGH WATER LINE ON THE
 TR2065'NORTHERN SIDE OF THE POINT, AND NEAR THE NORTH PROPERTY LINE OF
 TR2065'MR. DON SPAWNS LOT.
 TR2065'
 TR2065'SPENCER SPIT MOORING BUOY LOOKS LIKE A LIGHT ON A TALL, WHITE
 TR2065'POLE WITH A GREEN PLATFORM.  I AM TOLD THIS OBJECT IS NOT VERY
 TR2065'PERMANENT AND MAY BE MOVED FROM YEAR TO YEAR.
 TR2065'
 TR2065'LEO REEF LIGHT IS A WHITE LIGHT WITH A WHITE DAY BEACON WITH A
 TR2065'GREEN BORDER, AS SHOWN.
 TR2065'
 TR2065'SHAG ROCK BEACON 1939, APPEARS TO BE A BOX ON THE TOP OF A WHITE
 TR2065'POLE, WITH A WHITE PYRAMIDAL BASE, ON A LARGE, DARK COLORED ROCK.
 TR2065'
 TR2065'THE STATION MARK FOR CORRALL 2 1939 WAS LEFT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2348 ***********************************************************************
 SC2348  DESIGNATION -  COSMOP
 SC2348  PID         -  SC2348
 SC2348  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2348  USGS QUAD   -  CENTRAL PARK (1993)
 SC2348
 SC2348                         *CURRENT SURVEY CONTROL
 SC2348  ___________________________________________________________________
 SC2348* NAD 83(1991)-  46 56 00.93649(N)    123 43 35.44960(W)     ADJUSTED  
 SC2348* NAVD 88     -       166.7    (meters)     547.     (feet)  VERTCON   
 SC2348  ___________________________________________________________________
 SC2348  LAPLACE CORR-          10.51  (seconds)                    DEFLEC99
 SC2348  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SC2348
 SC2348  HORZ ORDER  -  SECOND
 SC2348
 SC2348.The horizontal coordinates were established by classical geodetic methods
 SC2348.and adjusted by the National Geodetic Survey in December 1991..
 SC2348
 SC2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2348
 SC2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2348
 SC2348.The geoid height was determined by GEOID03.
 SC2348
 SC2348;                    North         East     Units Scale Factor Converg.
 SC2348;SPC WA S     -   182,895.434   254,385.347   MT  0.99993308   -2 20 37.4
 SC2348;SPC WA S     -   600,049.44    834,595.93   sFT  0.99993308   -2 20 37.4
 SC2348;UTM  10      - 5,198,040.790   444,698.072   MT  0.99963759   -0 31 50.8
 SC2348
 SC2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2348!SPC WA S     -   0.99997746  x   0.99993308  =   0.99991054
 SC2348!UTM  10      -   0.99997746  x   0.99963759  =   0.99961506
 SC2348
 SC2348|---------------------------------------------------------------------|
 SC2348| PID    Reference Object                     Distance      Geod. Az  |
 SC2348|                                                           dddmmss.s |
 SC2348| CE3027 COSMOP RM 1                          27.721 METERS 16119     |
 SC2348| SC2346 SCAR HILL                           APPROX. 8.8 KM 1635810.8 |
 SC2348| CE3029 COSMOP RM 3                          14.686 METERS 30345     |
 SC2348| SC2625 ABERDEEN MUNICIPAL TANK             APPROX. 9.9 KM 3055018.1 |
 SC2348| CE3028 COSMOP RM 2                          26.338 METERS 32456     |
 SC2348|---------------------------------------------------------------------|
 SC2348
 SC2348                          SUPERSEDED SURVEY CONTROL
 SC2348
 SC2348  NAD 83(1986)-  46 56 00.93192(N)    123 43 35.44440(W) AD(       ) 2
 SC2348  NAD 27      -  46 56 01.59100(N)    123 43 30.85500(W) AD(       ) 2
 SC2348  NGVD 29 (07/19/86)  165.6    (m)          543.     (f) VERT ANG       
 SC2348
 SC2348.Superseded values are not recommended for survey control.
 SC2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2348.See file dsdata.txt to determine how the superseded data were derived.
 SC2348
 SC2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4469898041(NAD 83)
 SC2348_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2348
 SC2348  HISTORY     - Date     Condition        Report By
 SC2348  HISTORY     - 1953     MONUMENTED       CGS
 SC2348  HISTORY     - 1961     SEE DESCRIPTION  RAYONI
 SC2348  HISTORY     - 1962     SEE DESCRIPTION  RAYONI
 SC2348  HISTORY     - 1974     SEE DESCRIPTION  RAYONI
 SC2348  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SC2348
 SC2348                          STATION DESCRIPTION
 SC2348
 SC2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SC2348'THE STATION IS ABOUT 2.75 MILES SOUTHEAST OF COSMOPOLIS, 6.75
 SC2348'MILES WEST-SOUTHWEST OF MONTESANO AND 200 YARDS SOUTH OF
 SC2348'U.S. HIGHWAY 101.  THE STATION RIDGE LIES IN A NORTH-SOUTH
 SC2348'DIRECTION AND A TELEPHONE CABLE LINE CROSSES THE RIDGE IN A
 SC2348'EAST-WEST DIRECTION ABOUT 30 FEET SOUTH OF THE STATION.
 SC2348'
 SC2348'STATION WAS REACHED FROM THE JUNCTIONS OF U.S. HIGHWAYS 101 AND
 SC2348'410 ON THE EAST SIDE OF ABERDEEN BY DRIVING SOUTHEAST ON
 SC2348'U.S. HIGHWAY 101, PASSING THROUGH SOUTH ABERDEEN AND COSMOPOLIS,
 SC2348'FOR 5.0 MILES TO A DIM TRACK ROAD RIGHT.  TURN RIGHT AND CONTINUE
 SC2348'ALONG TRACK ROAD FOR 0.15 MILE TO SUMMIT OF RIDGE AND STATION.
 SC2348'
 SC2348'THE STATION MARK, A STANDARD DISK SET IN THE TOP OF A 12 X 12
 SC2348'INCHES SQUARE CONCRETE PIER PROJECTING 12 INCHES ABOVE THE GROUND,
 SC2348'IS STAMPED COSMOP 1953.  IT IS 10 FEET EAST OF TRACK ROAD AND 4.5
 SC2348'FEET SOUTH-SOUTHEAST OF A WHITE WITNESS POST WHICH PROJECTS
 SC2348'30 INCHES ABOVE THE GROUND.
 SC2348'
 SC2348'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 SC2348'CONCRETE PIER WHICH IS 12 X 12 INCHES SQUARE AND PROJECTS 6 INCHES
 SC2348'ABOVE THE GROUND, IS STAMPED COSMOP NO 1 1953.  IT IS ABOUT 2 FEET
 SC2348'LOWER IN ELEVATION THAN THE STATION.
 SC2348'
 SC2348'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 SC2348'CONCRETE PIER WHICH IS 12 X 12 INCHES SQUARE AND PROJECTS 6 INCHES
 SC2348'ABOVE THE GROUND, IS STAMPED COSMOP NO 2 1953.  IT IS 4 FEET
 SC2348'WEST OF TRACK ROAD AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 SC2348'STATION.
 SC2348'
 SC2348'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 SC2348'
 SC2348'OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 SC2348
 SC2348                          STATION RECOVERY (1961)
 SC2348
 SC2348'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1961
 SC2348'STATION RECOVERED AS DESCRIBED.  A RADIO TOWER IS CLOSE TO THE
 SC2348'STATION.
 SC2348
 SC2348                          STATION RECOVERY (1962)
 SC2348
 SC2348'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1962
 SC2348'STATION, R.M. 1 AND R.M. 2 WERE RECOVERED AS DESCRIBED IN GOOD
 SC2348'CONDITION.  A SMALL BUILDING ENCLOSING THE WEST TACOMA NEWSPRINT
 SC2348'RADIO TRANSMITTER HAS BEEN BUILT NEAR THE STATION.  THE
 SC2348'NORTHERNMOST CORNER OF THIS BUILDING IS 27 FEET S 40 E FROM THE
 SC2348'STATION.
 SC2348
 SC2348                          STATION RECOVERY (1974)
 SC2348
 SC2348'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1974
 SC2348'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 SC2348'CONDITION.  REFERENCE MARK NO. 2 HAS BEEN HIT AND SITS VERY LOOSELY
 SC2348'IN THE GROUND.  REFERENCE MARK NO. 1 BEARS SOUTH 17 DEG
 SC2348'EAST.  REFERENCE MARK NO. 2 BEARS NORTH 32 DEG WEST.
 SC2348'
 SC2348'AN 8- BY 8-FOOT PLYWOOD BUILDING ON AN 8- BY 12-FOOT CONCRETE
 SC2348'SLAB HAS BEEN BUILT ON THE SITE.  THE 8 FOOT SIDE IS ORIENTED
 SC2348'NORTH 67 DEG WEST-SOUTH 67 DEG EAST.  THE 12 FOOT SIDE IS ORIENTED
 SC2348'NORTH 23 DEG EAST-SOUTH 23 DEG WEST.  A RADIO MAST SITS ON THE
 SC2348'SOUTHEAST CORNER.  THE SOUTHWEST CORNER OF THE SLAB BEARS SOUTH
 SC2348'34 DEG EAST 33.1 FEET.
 SC2348'
 SC2348'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD CROSSING OF
 SC2348'U.S. HIGHWAY 101 AT THE WEYERHAEUSER PULP MILL AT COSMOPOLIS, GO
 SC2348'SOUTHEAST UPHILL ON U.S. HIGHWAY 101 FOR 2.2 MILES TO THE SUMMIT
 SC2348'OF THE HILL.  AT THIS POINT THE HIGHWAY RUNS NORTHEAST AND TWO
 SC2348'WOODS ROADS FORK OFF TO THE EAST.  TAKE THE MIDDLE ROAD UPHILL
 SC2348'0.1 MILE TO THE STATION.
 SC2348
 SC2348                          STATION RECOVERY (1976)
 SC2348
 SC2348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SC2348'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 SC2348'CONDITION.  REFERENCE MARK NO. 2 HAD BEEN HIT AND BROKEN
 SC2348'OFF.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 SC2348'
 SC2348'THE STATION IS ABOUT 6-3/4 MILES WEST-SOUTHWEST OF MONTESANO,
 SC2348'5 MILES SOUTHEAST OF ABERDEEN, 2-3/4 MILES SOUTHEAST OF COSMOPOLIS,
 SC2348'AT THE SITE OF THE WEST TACOMA NEWSPRINT COMMUNICATIONS MAST ON
 SC2348'A NORTH-SOUTH RIDGE AND IN SECTION 30, T 17 N, R 8 W..
 SC2348'
 SC2348'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 101 AND 12 IN
 SC2348'ABERDEEN, GO SOUTH ON 101 FOR 0.5 MILE TO THE INTERSECTION OF
 SC2348'HIGHWAYS 101 AND STATE HIGHWAY 105, KEEP LEFT ON U.S. HIGHWAY 101
 SC2348'FOR 2.3 MILES TO THE UNION PACIFIC RAILROAD CROSSING AT THE
 SC2348'WEYERHAEUSER PULP MILL IN COSMOPOLIS, CONTINUE SOUTHEAST, UPHILL
 SC2348'ON U.S. HIGHWAY 101 FOR 2.2 MILES TO THE SUMMIT OF THE HILL.  AT
 SC2348'THIS POINT THE HIGHWAY RUNS NORTHEAST AND TWO WOODS ROADS FORK
 SC2348'OFF TO THE EAST.  (GATE MAY BE LOCKED AT THIS POINT).  TAKE THE
 SC2348'MIDDLE ROAD, GOING EAST AND SOUTHEAST FOR 0.1 MILE, ABOUT 575
 SC2348'FEET, TO THE TEN-FOOT SQUARE GREEN BUILDING AT THE BASE OF A
 SC2348'COMMUNICATIONS MAST AND THE STATION, 27.93 FEET NORTH 54 DEG WEST
 SC2348'OF THE NORTH CORNER OF THE BUILDING.
 SC2348'
 SC2348'THE STATION MARK, STAMPED COSMOP 1953, IS A STANDARD DISK SET IN
 SC2348'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 12.5 FEET
 SC2348'NORTHEAST OF THE CENTER OF THE WOODS ROAD, 4 FEET SOUTH OF A WOODEN
 SC2348'WITNESS POST, 1 FOOT WEST OF A METAL WITNESS POST AND ABOUT 1
 SC2348'FOOT HIGHER THAN THE WOODS ROAD.
 SC2348'
 SC2348'REFERENCE MARK NO.1, STAMPED COSMOP NO 1 1953, IS A STANDARD DISK
 SC2348'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS ON
 SC2348'THE NORTHWEST EDGE OF THE WOODS ROAD, 59.2 FEET SOUTHWEST OF THE
 SC2348'SOUTH CORNER OF THE BUILDING, 56.5 FEET SOUTHWEST OF THE MAST AND
 SC2348'2.3 FEET LOWER THAN THE STATION MARK.
 SC2348'
 SC2348'REFERENCE MARK NO. 3, STAMPED COSMOP 1953 NO 3 1976, IS A STANDARD
 SC2348'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 SC2348'10 FEET WEST OF THE CENTER OF THE WOODS ROAD, 9.5 FEET EAST OF
 SC2348'A 12-INCH HEMLOCK TREE, 5 FEET NORTHEAST OF AN 8-INCH HEMLOCK
 SC2348'TREE AND 1.6 FEET LOWER THAN THE STATION MARK.
 SC2348'
 SC2348'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2348'5 MILES SOUTHEAST OF ABERDEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0844 ***********************************************************************
 SC0844  DESIGNATION -  COSMOPOLIS
 SC0844  PID         -  SC0844
 SC0844  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0844  USGS QUAD   -  ABERDEEN (1994)
 SC0844
 SC0844                         *CURRENT SURVEY CONTROL
 SC0844  ___________________________________________________________________
 SC0844* NAD 83(1986)-  46 57 22.     (N)    123 46 18.     (W)     SCALED    
 SC0844* NAVD 88     -         4.739  (meters)      15.55   (feet)  ADJUSTED  
 SC0844  ___________________________________________________________________
 SC0844  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 SC0844  DYNAMIC HT  -           4.740 (meters)      15.55  (feet)  COMP
 SC0844  MODELED GRAV-     980,767.1   (mgal)                       NAVD 88
 SC0844
 SC0844  VERT ORDER  -  FIRST     CLASS II
 SC0844
 SC0844.The horizontal coordinates were scaled from a topographic map and have
 SC0844.an estimated accuracy of +/- 6 seconds.
 SC0844
 SC0844.The orthometric height was determined by differential leveling
 SC0844.and adjusted by the National Geodetic Survey in June 1991..
 SC0844
 SC0844.The geoid height was determined by GEOID03.
 SC0844
 SC0844.The dynamic height is computed by dividing the NAVD 88
 SC0844.geopotential number by the normal gravity value computed on the
 SC0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0844.degrees latitude (g = 980.6199 gals.).
 SC0844
 SC0844.The modeled gravity was interpolated from observed gravity values.
 SC0844
 SC0844;                    North         East    Units  Estimated Accuracy
 SC0844;SPC WA S     -   185,540.      251,050.      MT  (+/- 180 meters Scaled)
 SC0844
 SC0844                          SUPERSEDED SURVEY CONTROL
 SC0844
 SC0844  NGVD 29 (??/??/92)    3.737  (m)           12.26   (f) ADJ UNCH    1 2
 SC0844
 SC0844.Superseded values are not recommended for survey control.
 SC0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0844.See file dsdata.txt to determine how the superseded data were derived.
 SC0844
 SC0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT412005(NAD 83)
 SC0844_MARKER: DB = BENCH MARK DISK
 SC0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0844_STAMPING: COSMOPOLIS 1934
 SC0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0844+STABILITY: SURFACE MOTION
 SC0844
 SC0844  HISTORY     - Date     Condition        Report By
 SC0844  HISTORY     - 1934     MONUMENTED       CGS
 SC0844  HISTORY     - 1968     GOOD             NGS
 SC0844
 SC0844                          STATION DESCRIPTION
 SC0844
 SC0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SC0844'IN COSMOPOLIS.
 SC0844'AT COSMOPOLIS, AT THE JUNCTION OF U.S. HIGHWAY 101 (FIRST STREET) AND
 SC0844'F STREET, IN R9W T17N, SECTION 14, AT THE CITY HALL AND FIRE STATION,
 SC0844'IN THE FRONTLAWN OF THE CITY HALL, 16.7 FEET NORTHEAST OF THE
 SC0844'NORTHEAST CURB OF FIRST STREET, 58.7 FEET SOUTHEAST OF THE SOUTHEAST
 SC0844'CURB OF F STREET, 7.0 FEET SOUTHWEST OF THE SOUTH CORNER OF THE CITY
 SC0844'HALL BUILDING, 15 FEET NORTHEAST OF A POWER POLE SUPPORTING A FIRM
 SC0844'ALARM BOX, 0.4 FOOT NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK, 0.4
 SC0844'FOOT SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK, ABOUT LEVEL WITH
 SC0844'THE STREET, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SC0844'SURFACE OF THE SIDEWALK IN FRONT OF THE CITY HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2597 ***********************************************************************
 SC2597  DESIGNATION -  COSMOPOLIS FIREHSE CUP ON TWR
 SC2597  PID         -  SC2597
 SC2597  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2597  USGS QUAD   -  ABERDEEN (1994)
 SC2597
 SC2597                         *CURRENT SURVEY CONTROL
 SC2597  ___________________________________________________________________
 SC2597* NAD 83(1991)-  46 57 23.75880(N)    123 46 17.24330(W)     ADJUSTED  
 SC2597* NAVD 88     -                                                        
 SC2597  ___________________________________________________________________
 SC2597  LAPLACE CORR-          10.96  (seconds)                    DEFLEC99
 SC2597  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 SC2597
 SC2597  HORZ ORDER  -  THIRD
 SC2597
 SC2597.The horizontal coordinates were established by classical geodetic methods
 SC2597.and adjusted by the National Geodetic Survey in December 1991..
 SC2597
 SC2597
 SC2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2597
 SC2597.The geoid height was determined by GEOID03.
 SC2597
 SC2597;                    North         East     Units Scale Factor Converg.
 SC2597;SPC WA S     -   185,591.581   251,072.124   MT  0.99993560   -2 22 34.9
 SC2597;SPC WA S     -   608,895.05    823,725.79   sFT  0.99993560   -2 22 34.9
 SC2597;UTM  10      - 5,200,630.018   441,302.220   MT  0.99964235   -0 33 49.8
 SC2597
 SC2597                          SUPERSEDED SURVEY CONTROL
 SC2597
 SC2597  NAD 83(1986)-  46 57 23.75525(N)    123 46 17.24128(W) AD(       ) 4
 SC2597  NAD 27      -  46 57 24.42500(N)    123 46 12.65000(W) AD(       ) 3
 SC2597
 SC2597.Superseded values are not recommended for survey control.
 SC2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2597.See file dsdata.txt to determine how the superseded data were derived.
 SC2597
 SC2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT4130200630(NAD 83)
 SC2597
 SC2597  HISTORY     - Date     Condition        Report By
 SC2597  HISTORY     - 1940     MONUMENTED       CGS
 SC2597  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2597
 SC2597                          STATION DESCRIPTION
 SC2597
 SC2597'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2597'THE CUPOLA ON TOP OF THE OLD HOSE TOWER (FIRE HOUSE) AT
 SC2597'U.S. HIGHWAY 101 AND F STREET, COSMOPOLIS.  MAY BE WRECKED IN NEAR
 SC2597'FUTURE.
 SC2597
 SC2597                          STATION RECOVERY (1952)
 SC2597
 SC2597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2597'THIS OBJECT NO LONGER EXISTS AND THE STATION IS DESTROYED.
 SC2597'
 SC2597'IT IS SHOWN ON PAGE 740 OF THE LIST OF GEOGRAPHIC POSITIONS, BUT
 SC2597'ON PAGE 13 OF THE LITHOGRAPH IT IS SHOWN AS CUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2602 ***********************************************************************
 SC2602  DESIGNATION -  COSMOPOLIS N TRANSMISSION TWR
 SC2602  PID         -  SC2602
 SC2602  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2602  USGS QUAD   -  ABERDEEN (1994)
 SC2602
 SC2602                         *CURRENT SURVEY CONTROL
 SC2602  ___________________________________________________________________
 SC2602* NAD 83(1991)-  46 57 35.27216(N)    123 45 47.89269(W)     ADJUSTED  
 SC2602* NAVD 88     -                                                        
 SC2602  ___________________________________________________________________
 SC2602  LAPLACE CORR-          11.16  (seconds)                    DEFLEC99
 SC2602  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SC2602
 SC2602  HORZ ORDER  -  THIRD
 SC2602
 SC2602.The horizontal coordinates were established by classical geodetic methods
 SC2602.and adjusted by the National Geodetic Survey in December 1991..
 SC2602
 SC2602
 SC2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2602
 SC2602.The geoid height was determined by GEOID03.
 SC2602
 SC2602;                    North         East     Units Scale Factor Converg.
 SC2602;SPC WA S     -   185,921.096   251,706.839   MT  0.99993596   -2 22 13.6
 SC2602;SPC WA S     -   609,976.13    825,808.19   sFT  0.99993596   -2 22 13.6
 SC2602;UTM  10      - 5,200,979.340   441,926.011   MT  0.99964145   -0 33 28.4
 SC2602
 SC2602                          SUPERSEDED SURVEY CONTROL
 SC2602
 SC2602  NAD 83(1986)-  46 57 35.26880(N)    123 45 47.89063(W) AD(       ) 4
 SC2602  NAD 27      -  46 57 35.93700(N)    123 45 43.30100(W) AD(       ) 3
 SC2602
 SC2602.Superseded values are not recommended for survey control.
 SC2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2602.See file dsdata.txt to determine how the superseded data were derived.
 SC2602
 SC2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT4192600979(NAD 83)
 SC2602
 SC2602  HISTORY     - Date     Condition        Report By
 SC2602  HISTORY     - 1940     MONUMENTED       CGS
 SC2602  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2602
 SC2602                          STATION DESCRIPTION
 SC2602
 SC2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2602'STATION IS ON THE E CITY LIMITS OF COSMOPOLIS, ON THE N BANK OF
 SC2602'THE CHEHALLIS RIVER.  THE TOWER IS A STEEL TRANSMISSION TOWER
 SC2602'ABOUT 200 FEET IN HEIGHT, AND ABOUT 100 FEET N OF THE N BANK OF
 SC2602'THE CHEHALLIS RIVER.  THERE ARE TWO OF THESE TALL STEEL TOWERS,
 SC2602'ONE ON THE N BANK, AND ONE ON THE S BANK, THAT ARE USED FOR
 SC2602'CARRYING THE ELECTRIC LINES ACROSS THE RIVER.  THE CENTER OF THE
 SC2602'TOP OF THE TOWER WAS USED FOR THE INTERSECTION.  STATION WAS
 SC2602'NOT MARKED.
 SC2602'
 SC2602'IT CAN BEST BE REACHED BY BOAT, BUT IT CAN ALSO BE REACHED FROM
 SC2602'ABERDEEN BY TAKING U.S. HIGHWAY 410 E TO WHERE THE TRANSMISSION
 SC2602'LINES CROSS THE HIGHWAY AND WALKING S DOWN THE TRANSMISSION LINES
 SC2602'TO THE RIVER.  THIS PARTY VISITED THE STATION BY BOAT.
 SC2602
 SC2602                          STATION RECOVERY (1952)
 SC2602
 SC2602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2602'THE STATION WAS RECOVERED, IT IS SHOWN ON PAGE 740 OF THE LIST OF
 SC2602'GEOGRAPHICAL POSITIONS.  IT APPEARS ON PAGE 12 OF THE LITHOGRAPH
 SC2602'AS NORTH TOWER.
 SC2602'
 SC2602'STATION IS LOCATED ABOUT 1/4 MILE NE ACROSS CHEHALIS RIVER
 SC2602'FROM COSMOPOLIS, ON THE N SIDE OF THE RIVER, AND JUST E OF A BEND
 SC2602'IN THE RIVER.  IT IS A SKELETON STEEL TOWER ABOUT 50 FEET SQUARE
 SC2602'AT THE BASE, SUPPORTED ON 4 LARGE CONCRETE FOOTINGS, AND IS 280
 SC2602'FEET HIGH.  THIS TOWER IS THE N OF TWO TOWERS SUPPORTING A PUBLIC
 SC2602'UTILITY DISTRICT POWER LINE CROSSING THE RIVER.  THE STATION IS
 SC2602'THE CENTER OF THE TOP OF THE TOWER.  (SEE COSMOPOLIS, SOUTH
 SC2602'TRANSMISSION TOWER)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2609 ***********************************************************************
 SC2609  DESIGNATION -  COSMOPOLIS S TRANSMISSION TWR
 SC2609  PID         -  SC2609
 SC2609  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2609  USGS QUAD   -  ABERDEEN (1994)
 SC2609
 SC2609                         *CURRENT SURVEY CONTROL
 SC2609  ___________________________________________________________________
 SC2609* NAD 83(1991)-  46 57 19.23764(N)    123 45 46.26695(W)     ADJUSTED  
 SC2609* NAVD 88     -                                                        
 SC2609  ___________________________________________________________________
 SC2609  LAPLACE CORR-          10.95  (seconds)                    DEFLEC99
 SC2609  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 SC2609
 SC2609  HORZ ORDER  -  THIRD
 SC2609
 SC2609.The horizontal coordinates were established by classical geodetic methods
 SC2609.and adjusted by the National Geodetic Survey in December 1991..
 SC2609
 SC2609
 SC2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2609
 SC2609.The geoid height was determined by GEOID03.
 SC2609
 SC2609;                    North         East     Units Scale Factor Converg.
 SC2609;SPC WA S     -   185,424.974   251,720.704   MT  0.99993546   -2 22 12.4
 SC2609;SPC WA S     -   608,348.44    825,853.68   sFT  0.99993546   -2 22 12.4
 SC2609;UTM  10      - 5,200,484.052   441,955.553   MT  0.99964141   -0 33 27.1
 SC2609
 SC2609                          SUPERSEDED SURVEY CONTROL
 SC2609
 SC2609  NAD 83(1986)-  46 57 19.23419(N)    123 45 46.26474(W) AD(       ) 4
 SC2609  NAD 27      -  46 57 19.90300(N)    123 45 41.67500(W) AD(       ) 3
 SC2609
 SC2609.Superseded values are not recommended for survey control.
 SC2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2609.See file dsdata.txt to determine how the superseded data were derived.
 SC2609
 SC2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT4195600484(NAD 83)
 SC2609
 SC2609  HISTORY     - Date     Condition        Report By
 SC2609  HISTORY     - 1940     MONUMENTED       CGS
 SC2609  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2609
 SC2609                          STATION DESCRIPTION
 SC2609
 SC2609'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2609'STATION IS ON THE E CITY LIMITS OF COSMOPOLIS ON THE S BANK OF
 SC2609'THE CHEHALLIS RIVER.  THE TOWER IS A STEEL TRANSMISSION TOWER ABOUT
 SC2609'200 FEET IN HEIGHT AND ABOUT 200 FEET S OF THE S BANK OF THE
 SC2609'CHEHALLIS RIVER.  THERE ARE TWO OF THESE TOWERS OF THE SAME
 SC2609'HEIGHT, ONE ON THE N BANK AND ONE ON THE S BANK, THAT ARE USED FOR
 SC2609'CARRYING THE ELECTRIC LINES ACROSS THE RIVER.  THE CENTER
 SC2609'OF THE TOP OF THE TOWER WAS USED FOR THE INTERSECTION.  THE
 SC2609'STATION WAS NOT MARKED.
 SC2609'
 SC2609'IT CAN BE REACHED BY BOAT, ALSO BY TRUCK BY DRIVING TO THE CENTER
 SC2609'OF THE TOWN OF COSMOPOLIS, AND WALKING E ACROSS A SMALL SLOUGH TO
 SC2609'THE TOWER.
 SC2609
 SC2609                          STATION RECOVERY (1952)
 SC2609
 SC2609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2609'THE STATION WAS RECOVERED, IT IS SHOWN ON PAGE 740 OF THE LIST OF
 SC2609'GEOGRAPHIC POSITIONS.
 SC2609'
 SC2609'STATION IS LOCATED AT THE E EDGE OF COSMOPOLIS, ON THE S SIDE OF
 SC2609'CHEHALLIS RIVER, AND ABOUT DUE S OF THE MOUTH OF A SLOUGH.  IT IS
 SC2609'A SKELETON STEEL TOWER ABOUT 50 FEET SQUARE AT THE BASE, SUPPORTED
 SC2609'ON 4 LARGE CONCRETE FOOTINGS, AND IS 280 FEET HIGH.  THIS TOWER IS
 SC2609'THE S OF TWO TOWERS SUPPORTING A PUBLIC UTILITY DISTRICT
 SC2609'TRANSMISSION LINE CROSSING THE RIVER.  THE STATION IS THE CENTER
 SC2609'OF THE TOP OF THE TOWER.  (SEE COSMOPOLIS, NORTH TRANSMISSION
 SC2609'TOWER.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3825 ***********************************************************************
 SY3825  DESIGNATION -  COSURVEY
 SY3825  PID         -  SY3825
 SY3825  STATE/COUNTY-  WA/KING
 SY3825  USGS QUAD   -  
 SY3825
 SY3825                         *CURRENT SURVEY CONTROL
 SY3825  ___________________________________________________________________
 SY3825* NAD 83(1991)-  47 38 07.33963(N)    122 19 40.58651(W)     ADJUSTED  
 SY3825* NAVD 88     -         8.16   (+/-2cm)      26.8    (feet)  VERTCON   
 SY3825  ___________________________________________________________________
 SY3825  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 SY3825  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY3825
 SY3825  HORZ ORDER  -  THIRD
 SY3825  VERT ORDER  -  THIRD ? (See Below)
 SY3825
 SY3825.The horizontal coordinates were established by classical geodetic methods
 SY3825.and adjusted by the National Geodetic Survey in December 1991..
 SY3825
 SY3825.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3825.The vertical order pertains to the NGVD 29 superseded value.
 SY3825
 SY3825.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3825
 SY3825.The geoid height was determined by GEOID03.
 SY3825
 SY3825;                    North         East     Units Scale Factor Converg.
 SY3825;SPC WA N     -    71,732.539   387,690.317   MT  0.99997750   -1 06 46.0
 SY3825;SPC WA N     -   235,342.51  1,271,947.32   sFT  0.99997750   -1 06 46.0
 SY3825;UTM  10      - 5,275,993.416   550,484.737   MT  0.99963132   +0 29 47.7
 SY3825
 SY3825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3825!SPC WA N     -   1.00000244  x   0.99997750  =   0.99997994
 SY3825!UTM  10      -   1.00000244  x   0.99963132  =   0.99963376
 SY3825
 SY3825|---------------------------------------------------------------------|
 SY3825| PID    Reference Object                     Distance      Geod. Az  |
 SY3825|                                                           dddmmss.s |
 SY3825| CF7318 COSURVEY RM 1                         9.206 METERS 07709     |
 SY3825| SY3824 SEATTLE PACIF MARINE CTR TOTEM        2.691 METERS 10451     |
 SY3825| SY4107 ST MARKS EPISCOPAL CHURCH APEX      APPROX. 0.6 KM 1271834.5 |
 SY3825| SY0373 T 408                                42.156 METERS 15528     |
 SY3825| SY4188 SEATTLE CITY LIGHT S STK            APPROX. 0.5 KM 1790823.9 |
 SY3825| SY3936 POWER 1915                          APPROX. 0.5 KM 1800622.0 |
 SY3825| SY4314 SEATTLE SPACE NEEDLE                APPROX. 2.3 KM 2240835.6 |
 SY3825| SY4172 SEATTLE WESMAR RADIO TOWER          APPROX. 1.4 KM 2311627.9 |
 SY3825| SY4168 SEATTLE NW CONSTR CTR OBSTR LT      APPROX. 1.1 KM 2352703.6 |
 SY3825| SY4171 SEATTLE MARINA MART BLDG TOWER      APPROX. 1.0 KM 2522638.1 |
 SY3825| SY3981 SEATTLE TV STATION KIRO TOWER       APPROX. 2.2 KM 2630238.5 |
 SY3825| SY4170 SEATTLE ELKS LODGE NO 92 SIGN       APPROX. 0.9 KM 2840723.8 |
 SY3825|---------------------------------------------------------------------|
 SY3825
 SY3825                          SUPERSEDED SURVEY CONTROL
 SY3825
 SY3825  NAD 83(1986)-  47 38 07.33308(N)    122 19 40.59187(W) AD(       ) 3
 SY3825  NAD 27      -  47 38 07.98200(N)    122 19 36.13800(W) AD(       ) 3
 SY3825  NGVD 29 (07/19/86)    7.07   (m)           23.2    (f) LEVELING    3  
 SY3825
 SY3825.Superseded values are not recommended for survey control.
 SY3825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3825.See file dsdata.txt to determine how the superseded data were derived.
 SY3825
 SY3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5048575993(NAD 83)
 SY3825_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY3825+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1990
 SY3825
 SY3825  HISTORY     - Date     Condition        Report By
 SY3825  HISTORY     - 1969     MONUMENTED       CGS
 SY3825  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SY3825  HISTORY     - 1977     SEE DESCRIPTION  NGS
 SY3825  HISTORY     - 1977     GOOD             NOS
 SY3825  HISTORY     - 1980     GOOD             NOS
 SY3825  HISTORY     - 1983     GOOD             USPSQD
 SY3825  HISTORY     - 19901030 GOOD             NGS
 SY3825  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY3825
 SY3825                          STATION DESCRIPTION
 SY3825
 SY3825'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RBM)
 SY3825'LOCATED IN THE CITY OF SEATTLE, ALONG THE EAST SHORE OF LAKE UNION,
 SY3825'ON THE GROUNDS OF THE ENVIRONMENTAL SCIENCE SERVICES
 SY3825'ADMINISTRATION, COAST AND GEODETIC SURVEY, PACIFIC MARINE CENTER, IN
 SY3825'THE PARKING AREA ALONG THE WEST SIDE OF THE MAIN BUILDING, AT 1801
 SY3825'FAIRVIEW AVENUE EAST.
 SY3825'
 SY3825'THE STATION IS A STANDARD DISK STAMPED COSURVEY 1969 SET IN THE
 SY3825'TOP OF AN 8 INCH IN DIAMETER, CONCRETE MONUMENT, 3 INCHES BELOW THE
 SY3825'SURFACE OF THE PAVED PARKING AREA, 30 FEET WEST-NORTHWEST OF THE
 SY3825'CENTER OF THE DOUBLE DOORS OF THE WEST ENTRANCE OF THE MAIN
 SY3825'BUILDING OF THE MARINE CENTER, 8.85 FEET WEST OF THE CENTER OF THE
 SY3825'THUNDERBIRD TOTEM POLE AND UNDER AN 8 INCH IN DIAMETER, CAST IRON
 SY3825'INSPECTION COVER.
 SY3825'
 SY3825'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COSURVEY NO 1 1969 SET
 SY3825'FLUSH AT THE SOUTHEAST CORNER OF THE CONCRETE PORCH OF THE WEST
 SY3825'ENTRANCE TO THE MAIN BUILDING, 3.8 FEET SOUTH OF THE CENTER OF THE
 SY3825'DOUBLE DOORS AND 0.9 FEET WEST OF THE WEST WALL OF THE BUILDING.
 SY3825'
 SY3825'BENCH MARK T 408 IS A STANDARD BENCH MARK DISK STAMPED T 408 1965
 SY3825'SET FLUSH AT THE NORTH END OF THE CONCRETE THRESHOLD OF THE DOOR,
 SY3825'AT THE WEST SIDE OF THE FACILITY AND ELECTRONICS BUILDING, 14.3 FEET
 SY3825'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING AND 0.9 FEET WEST OF
 SY3825'THE WEST WALL OF THE BUILDING.
 SY3825
 SY3825                          STATION RECOVERY (1975)
 SY3825
 SY3825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 SY3825'THE STATION, REFERENCE MARK 1 AND BM T 408 WERE RECOVERED IN GOOD
 SY3825'CONDITION AS DESCRIBED IN 1969.
 SY3825'
 SY3825'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN SEATTLE.
 SY3825
 SY3825                          STATION RECOVERY (1977)
 SY3825
 SY3825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JPR)
 SY3825'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 SY3825'1969 DESCRIPTION IS STILL ADEQUATE.
 SY3825
 SY3825                          STATION RECOVERY (1977)
 SY3825
 SY3825'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY3825'THE STATION, RM 1 AND BENCH MARK T 408 WERE RECOVERED
 SY3825'AS DESCRIBED.
 SY3825'
 SY3825'HEIGHT OF THE TARGET WAS 1.5 METERS.
 SY3825
 SY3825                          STATION RECOVERY (1980)
 SY3825
 SY3825'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY3825'THE STATION, REFERENCE MARK 1 AND BENCH MARK T 408 WERE
 SY3825'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1969.
 SY3825'
 SY3825'THE STATION IS A C+GS DISK STAMPED---COSURVEY 1969---, SET IN
 SY3825'THE TOP OF AN 8-INCH IN DIAMETER, CONCRETE MONUMENT, 3 INCHES
 SY3825'BELOW THE SURFACE OF THE PAVED PARKING AREA, UNDER A CAST
 SY3825'IRON INSPECTION COVER.
 SY3825
 SY3825                          STATION RECOVERY (1983)
 SY3825
 SY3825'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY3825'COSURVEY 1969 RECOVERED GOOD.
 SY3825'
 SY3825'RECOVERED AS DESCRIBED.
 SY3825'
 SY3825'RM 1 RECOVERED AS DESCRIBED.
 SY3825'
 SY3825'BENCH MARK T 408 RECOVERED AS DESCRIBED.
 SY3825
 SY3825                          STATION RECOVERY (1990)
 SY3825
 SY3825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 SY3825'NOW THE OFFICES OF NOAA-NOS-PACIFIC MARINE CENTER.
 SY3825
 SY3825                          STATION RECOVERY (2002)
 SY3825
 SY3825'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3825'GUARD AT NOAA SITE WOULD NOT ALLOW US ACCESS TO THE PARKING LOT
 SY3825'WITHOUT A WRITTEN APPROVAL.  WE WERE UNABLE TO TRAVEL THE FINAL 60
 SY3825'FEET REQUIRED TO RECOVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3771 ***********************************************************************
 SY3771  DESIGNATION -  COT
 SY3771  PID         -  SY3771
 SY3771  STATE/COUNTY-  WA/KING
 SY3771  USGS QUAD   -  
 SY3771
 SY3771                         *CURRENT SURVEY CONTROL
 SY3771  ___________________________________________________________________
 SY3771* NAD 83(1991)-  47 42 04.35306(N)    122 14 39.60277(W)     ADJUSTED  
 SY3771* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3771  ___________________________________________________________________
 SY3771  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 SY3771  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY3771
 SY3771  HORZ ORDER  -  THIRD
 SY3771
 SY3771.The horizontal coordinates were established by classical geodetic methods
 SY3771.and adjusted by the National Geodetic Survey in December 1991..
 SY3771
 SY3771.The orthometric height was scaled from a topographic map.
 SY3771
 SY3771.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3771
 SY3771.The geoid height was determined by GEOID03.
 SY3771
 SY3771;                    North         East     Units Scale Factor Converg.
 SY3771;SPC WA N     -    78,932.528   394,106.267   MT  0.99996855   -1 03 01.9
 SY3771;SPC WA N     -   258,964.47  1,292,996.98   sFT  0.99996855   -1 03 01.9
 SY3771;UTM  10      - 5,283,368.268   556,693.844   MT  0.99963950   +0 33 32.2
 SY3771
 SY3771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3771!SPC WA N     -   1.00000339  x   0.99996855  =   0.99997194
 SY3771!UTM  10      -   1.00000339  x   0.99963950  =   0.99964289
 SY3771
 SY3771|---------------------------------------------------------------------|
 SY3771| PID    Reference Object                     Distance      Geod. Az  |
 SY3771|                                                           dddmmss.s |
 SY3771| CF7320 COT RM 2                                           03208     |
 SY3771| CF7321 COT RM 3                                           04055     |
 SY3771| CF7319 COT RM 1                             15.982 METERS 08948     |
 SY3771| SY3768 LIGHT KIRKLAND LT COLORED STPL      APPROX. 3.7 KM 1311744.4 |
 SY3771| SY3717 RED KIRKLAND RED CH STEEPLE         APPROX. 3.7 KM 1314839.8 |
 SY3771| SY3774 WOOL STACK                          APPROX. 3.1 KM 1342942.5 |
 SY3771| SY3741 GREY GREY HSE S KIRKLAND W GAB      APPROX. 4.5 KM 1375919.9 |
 SY3771| SY3782 TANK TK WOOD ROOF S KIRKLAND        APPROX. 4.5 KM 1390725.9 |
 SY3771| SY3783 TOWER LOW SQ TWR S KIRKLAND         APPROX. 4.8 KM 1395446.9 |
 SY3771| SY3757 CUPOLA TK MI S OF KIRKLAND CUP      APPROX. 4.8 KM 1414700.7 |
 SY3771| SY3754 ATLANTA ATLANTA PARK PAV F GAB      APPROX. 5.8 KM 1493608.5 |
 SY3771| SY3756 SCHOOLHOUSE YARROW SCHOOL CUP       APPROX. 6.1 KM 1504535.3 |
 SY3771| SY3776 YELLOW YARROW YELLOW HSE N GAB      APPROX. 5.9 KM 1573929.0 |
 SY3771| SY3780 YARROW SIGN YARROW UPPER E COR      APPROX. 6.0 KM 1593127.1 |
 SY3771| SY3837 GOON                                APPROX. 1.8 KM 2075253.4 |
 SY3771| SY3852 IRON STACK                          APPROX. 2.2 KM 2282340.0 |
 SY3771| SY4053 SLAB                                APPROX. 2.1 KM 2453428.1 |
 SY3771| SY3886 GAB WHITE HSE W SHORE N GABLE       APPROX. 2.3 KM 2491156.0 |
 SY3771| SY3881 POST                                APPROX. 2.1 KM 2620854.4 |
 SY3771| SY3959 NEW HSE LK WASH NR TRESTLE CHY      APPROX. 3.5 KM 3002822.9 |
 SY3771| SY3944 GAL HSE LK WASH GALVANIZED CHY      APPROX. 5.7 KM 3245736.0 |
 SY3771|---------------------------------------------------------------------|
 SY3771
 SY3771                          SUPERSEDED SURVEY CONTROL
 SY3771
 SY3771  NAD 83(1986)-  47 42 04.34588(N)    122 14 39.60719(W) AD(       ) 3
 SY3771  NAD 27      -  47 42 04.99500(N)    122 14 35.15900(W) AD(       ) 3
 SY3771
 SY3771.Superseded values are not recommended for survey control.
 SY3771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3771.See file dsdata.txt to determine how the superseded data were derived.
 SY3771
 SY3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5669483368(NAD 83)
 SY3771
 SY3771  HISTORY     - Date     Condition        Report By
 SY3771  HISTORY     - 1902     MONUMENTED       CGS
 SY3771  HISTORY     - 1914     SEE DESCRIPTION  CGS
 SY3771  HISTORY     - 1919     SEE DESCRIPTION  CGS
 SY3771  HISTORY     - 1934     SEE DESCRIPTION  WAGS
 SY3771  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY3771
 SY3771                          STATION DESCRIPTION
 SY3771
 SY3771'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OBF)
 SY3771'STATION IS LOCATED ACROSS THE LAKE N OF SAND POINT, AND ABOUT NW
 SY3771'OF KIRKLAND.
 SY3771'
 SY3771'STATION IS MARKED BY A BOTTLE IN THE GROUND, AS CENTER, UPON
 SY3771'WHICH IS A CEDAR STUB, 3 BY 5 BY 24 INCHES, WITH A NAIL IN, AS
 SY3771'CENTER, WHICH IS REFERRED TO THE FOLLOWING POINT--5.90 METERS TO
 SY3771'A 22-INCH BLAZED STUMP, NW OF STUB, ONE NAIL IN.  1.98 METERS
 SY3771'FROM A 24-INCH BLAZED STUMP, TWO NAILS IN, AND ABOUT NE OF
 SY3771'STUB.  25.81 METERS FROM A 30-INCH BLAZED FIR TREE, WITH THREE
 SY3771'NAILS IN, WHICH IS UPON A SMALL KNOLL AND IS E OF STUB.
 SY3771
 SY3771                          STATION RECOVERY (1914)
 SY3771
 SY3771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914 (GTR)
 SY3771'STATION IS ON THE PROMINENT POINT 3/4 MILE W OF JUANITA POINT.
 SY3771'
 SY3771'SURFACE IS MARKED BY A REGULATION DISK STATION MARK SET IN
 SY3771'DOME-SHAPED TOP OF CYLINDRICAL CONCRETE PILLAR ABOUT 18 INCHES IN
 SY3771'DIAMETER, PROJECTING ABOUT 6 INCHES ABOVE SURFACE OF GRAVEL BEACH.
 SY3771'
 SY3771'UNDERGROUND IS MARKED BY A BOTTLE BURIED ABOUT 2 FEET.
 SY3771'
 SY3771'REFERENCE MARK NO. 1, A REGULATION DISK REFERENCE MARK IN
 SY3771'DOME-SHAPED TOP OF CYLINDRICAL PILLAR ABOUT 10 INCHES IN
 SY3771'DIAMETER, PROJECTING ABOUT 5 INCHES ABOVE SURFACE OF GROUND, IS
 SY3771'15.982 METERS FROM STATION, IN AZIMUTH 270 DEG 18 MIN (TRUE).  IT
 SY3771'IS ON EDGE OF FOOT PATH AT WOOD LINE.  REFERENCE MARK NO. 2,
 SY3771'SIMILAR TO NO. 1 EXCEPT PILLAR BEING ABOUT 12 INCHES IN
 SY3771'DIAMETER, IS 7.323 METERS FROM STATION, IN AZIMUTH 212 DEG 09
 SY3771'MIN (TRUE).  REFERENCE MARK NO. 3, A TRIANGLE WITH 3
 SY3771'NAILS IN CENTER BLAZED ON A 6-INCH FIR TREE BESIDE FOOT PATH,
 SY3771'IS 10.50 METERS FROM STATION, IN AZIMUTH 220 DEG 55 MIN
 SY3771'(TRUE).
 SY3771
 SY3771                          STATION RECOVERY (1919)
 SY3771
 SY3771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3771'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY G.T. RUDE IN
 SY3771'1914, EXCEPT THAT REFERENCE MARK NO. 1 IS GONE.
 SY3771
 SY3771                          STATION RECOVERY (1934)
 SY3771
 SY3771'RECOVERY NOTE BY WASHINGTON GEODETIC SURVEY 1934
 SY3771'STATION AND REFERENCE MONUMENTS RECOVERED IN GOOD
 SY3771'CONDITION.  EXISTING DESCRIPTION CORRECT AND SUFFICIENT.
 SY3771
 SY3771                          STATION RECOVERY (1945)
 SY3771
 SY3771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (SBG)
 SY3771'ON THE E SHORE LINE OF LAKE WASHINGTON, ON THE EXTREME END OF
 SY3771'CHAMPAYNE POINT.  THIS MARK WAS NOT RECOVERED AND HAS BEEN
 SY3771'DESTROYED BY EROSION.  THE STATION AND REFERENCE MARK 2 SHOULD BE
 SY3771'RECORDED AS LOST.  REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED,
 SY3771'IS NOW FLUSH WITH THE GROUND SURFACE IN THE LAWN OF A BRICK HOUSE
 SY3771'BELONGING TO MRS. A.L. RUDOLPH, 9.35 METERS FROM SW CORNER, AND
 SY3771'12.34 METERS FROM NW CORNER OF THE HOUSE.  A NEW STATION, COT 2
 SY3771'1945, WAS ESTABLISHED A FEW METERS FROM THE OLD REFERENCE MARK
 SY3771'AND A NEW ARROW CUT INTO THE DISK POINTING AT THE NEW
 SY3771'STATION.  SEE FOLLOWING DESCRIPTION OF COT 2 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1492 ***********************************************************************
 SC1492  DESIGNATION -  COT 1937
 SC1492  PID         -  SC1492
 SC1492  STATE/COUNTY-  WA/COWLITZ
 SC1492  USGS QUAD   -  RAINIER (1990)
 SC1492
 SC1492                         *CURRENT SURVEY CONTROL
 SC1492  ___________________________________________________________________
 SC1492* NAD 83(1991)-  46 03 46.48385(N)    122 52 45.00926(W)     ADJUSTED  
 SC1492* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC1492  ___________________________________________________________________
 SC1492  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 SC1492  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SC1492
 SC1492  HORZ ORDER  -  THIRD
 SC1492
 SC1492.The horizontal coordinates were established by classical geodetic methods
 SC1492.and adjusted by the National Geodetic Survey in December 1991..
 SC1492
 SC1492.The orthometric height was scaled from a topographic map.
 SC1492
 SC1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1492
 SC1492.The geoid height was determined by GEOID03.
 SC1492
 SC1492;                    North         East     Units Scale Factor Converg.
 SC1492;SPC WA S     -    83,868.612   315,946.726   MT  0.99995586   -1 43 41.6
 SC1492;SPC WA S     -   275,158.94  1,036,568.55   sFT  0.99995586   -1 43 41.6
 SC1492;SPC OR N     -   268,998.016 2,315,934.238   MT  1.00001661   -1 41 14.2
 SC1492;SPC OR N     -   882,539.42  7,598,209.44   iFT  1.00001661   -1 41 14.2
 SC1492;UTM  10      - 5,101,044.602   509,345.596   MT  0.99960107   +0 05 13.2
 SC1492
 SC1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1492!SPC WA S     -   1.00000293  x   0.99995586  =   0.99995879
 SC1492!SPC OR N     -   1.00000293  x   1.00001661  =   1.00001954
 SC1492!UTM  10      -   1.00000293  x   0.99960107  =   0.99960400
 SC1492
 SC1492                          SUPERSEDED SURVEY CONTROL
 SC1492
 SC1492  NAD 83(1991)-  46 03 46.48385(N)    122 52 45.00926(W) AD(       ) 3
 SC1492  NAD 83(1986)-  46 03 46.49989(N)    122 52 45.00463(W) AD(       ) 3
 SC1492  NAD 27      -  46 03 47.09034(N)    122 52 40.61412(W) AD(       ) 3
 SC1492
 SC1492.Superseded values are not recommended for survey control.
 SC1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1492.See file dsdata.txt to determine how the superseded data were derived.
 SC1492
 SC1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0934601045(NAD 83)
 SC1492_MARKER: Z = SEE DESCRIPTION
 SC1492_SETTING: 0 = UNSPECIFIED SETTING
 SC1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1492
 SC1492  HISTORY     - Date     Condition        Report By
 SC1492  HISTORY     - 1937     MONUMENTED       CGS
 SC1492  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1492
 SC1492                          STATION DESCRIPTION
 SC1492
 SC1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1492'STATION IS NEAR THE SOUTHERN END OF COTTONWOOD ISLAND, ABOUT 100
 SC1492'METERS FROM THE PRESENT HIGH-WATER LINE, ABOUT 80 METERS WNW OF
 SC1492'DIKE 42.2, ABOUT 190 METERS SE OF CARROLLS LOWER DIKE DOLPHIN, ON
 SC1492'THE HIGHEST GROUND IN THE VICINITY.
 SC1492'
 SC1492'STATION MARK IS A STANDARD DISK STAMPED COT 1937 CEMENTED INTO
 SC1492'A 5-FOOT LENGTH OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING ABOUT
 SC1492'8 INCHES ABOVE THE GROUND.
 SC1492
 SC1492                          STATION RECOVERY (1949)
 SC1492
 SC1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1492'A THOROUGH SEARCH IN THE AREA INDICATED IN 1937 REVEALED NO TRACE
 SC1492'OF THE STATION.  THE AREA APPEARS TO HAVE BEEN CONSIDERABLY ALTERED
 SC1492'BY EXCAVATIONS FOR SAND.  IT IS BELIEVED THAT THE STATION HAS
 SC1492'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3770 ***********************************************************************
 SY3770  DESIGNATION -  COT 2
 SY3770  PID         -  SY3770
 SY3770  STATE/COUNTY-  WA/KING
 SY3770  USGS QUAD   -  
 SY3770
 SY3770                         *CURRENT SURVEY CONTROL
 SY3770  ___________________________________________________________________
 SY3770* NAD 83(1991)-  47 42 04.53397(N)    122 14 39.86344(W)     ADJUSTED  
 SY3770* NAVD 88     -         8.7    (meters)      29.     (feet)  VERTCON   
 SY3770  ___________________________________________________________________
 SY3770  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 SY3770  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY3770
 SY3770  HORZ ORDER  -  SECOND
 SY3770
 SY3770.The horizontal coordinates were established by classical geodetic methods
 SY3770.and adjusted by the National Geodetic Survey in December 1991..
 SY3770
 SY3770.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3770
 SY3770.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3770
 SY3770.The geoid height was determined by GEOID03.
 SY3770
 SY3770;                    North         East     Units Scale Factor Converg.
 SY3770;SPC WA N     -    78,938.214   394,100.936   MT  0.99996854   -1 03 02.1
 SY3770;SPC WA N     -   258,983.12  1,292,979.49   sFT  0.99996854   -1 03 02.1
 SY3770;UTM  10      - 5,283,373.800   556,688.357   MT  0.99963949   +0 33 32.0
 SY3770
 SY3770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3770!SPC WA N     -   1.00000235  x   0.99996854  =   0.99997089
 SY3770!UTM  10      -   1.00000235  x   0.99963949  =   0.99964184
 SY3770
 SY3770|---------------------------------------------------------------------|
 SY3770| PID    Reference Object                     Distance      Geod. Az  |
 SY3770|                                                           dddmmss.s |
 SY3770| CF7323 COT 2 RM 2                           11.424 METERS 01422     |
 SY3770| CF7322 COT 2 RM 1                            9.346 METERS 08633     |
 SY3770| SY1596 NORIX                               APPROX. 1.7 KM 2045420.8 |
 SY3770|---------------------------------------------------------------------|
 SY3770
 SY3770                          SUPERSEDED SURVEY CONTROL
 SY3770
 SY3770  NAD 83(1986)-  47 42 04.52679(N)    122 14 39.86796(W) AD(       ) 2
 SY3770  NAD 27      -  47 42 05.17600(N)    122 14 35.41900(W) AD(       ) 2
 SY3770  NGVD 29 (07/19/86)    7.6    (m)           25.     (f) VERT ANG       
 SY3770
 SY3770.Superseded values are not recommended for survey control.
 SY3770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3770.See file dsdata.txt to determine how the superseded data were derived.
 SY3770
 SY3770_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5668883374(NAD 83)
 SY3770_MARKER: Z = SEE DESCRIPTION
 SY3770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3770_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3770
 SY3770  HISTORY     - Date     Condition        Report By
 SY3770  HISTORY     - 1945     MONUMENTED       CGS
 SY3770  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY3770  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY3770  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY3770  HISTORY     - 1979     GOOD             NGS
 SY3770  HISTORY     - 1981     GOOD             NOS
 SY3770  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY3770
 SY3770                          STATION DESCRIPTION
 SY3770
 SY3770'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (SBG)
 SY3770'ON THE E SHORE OF LAKE WASHINGTON, AT THE SAME SITE AS THAT OF
 SY3770'COT 1902, IN THE YARD OF MR. A.L. RUDOLPH, AND ON THE FIRST POINT
 SY3770'N OF JUANITA POINT.  STATION IS ABOUT 14 FEET ABOVE AND THE SAME
 SY3770'DISTANCE BACK FROM THE LAKE LEVEL, A BRONZE STATION DISK SET FLUSH
 SY3770'WITH THE CONCRETE SURFACE, AND ABOUT 8 INCHES INSIDE THE OUTER
 SY3770'RIM OF A SEMI-CIRCULAR CONCRETE TERRACE, IN THE FLOOR OF THE
 SY3770'TERRACE, AND ABOUT 4 INCHES INSIDE THE FENCE SURROUNDING IT.
 SY3770'DISK IS STAMPED COT 2 1945.
 SY3770'
 SY3770'REFERENCE MARK 1 IS THE ORIGINAL REFERENCE DISK FOR COT 1902, SET
 SY3770'IN TOP OF A MONUMENT IN THE SAME YARD.  IT WAS NOT DISTURBED BUT
 SY3770'A NEW ARROW WAS CHISELED INTO THE DISK POINTING AT THE NEW
 SY3770'STATION.  DISK STAMPED COT 2 1945 NO 1.
 SY3770'
 SY3770'REFERENCE MARK 2 IS A DISK, STAMPED COT 2 1945, SET IN TOP OF A
 SY3770'CONCRETE MONUMENT IN THE SAME YARD, AND CLOSE TO THE N HEDGE LINE.
 SY3770
 SY3770                          STATION RECOVERY (1953)
 SY3770
 SY3770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3770'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT IT IS LOCATED
 SY3770'ON A POINT NOW KNOWN AS CHAMPAIGN POINT IN THE FRONT YARD OF A HOME
 SY3770'RECENTLY PURCHASED BY A MR. WOLF, WHOSE ADDRESS IS ROUTE 2, BOX
 SY3770'521, KIRKLAND.  THE STATION IS ON THE FIFTH NOT N OF THE MILLER
 SY3770'RESIDENCE (SEE DESCRIPTION FOR MILLER FLAGPOLE) AT THE EXTREME
 SY3770'END OF THE CHAMPAIGN POINT ROAD.
 SY3770
 SY3770                          STATION RECOVERY (1971)
 SY3770
 SY3770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 SY3770'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS
 SY3770'DESCRIBED.  REFERENCE MARK 2 WAS NOT SEARCHED FOR AS IT IS IN
 SY3770'SOME SHRUBBERY.  THE OWNER OF THE PROPERTY STATES THE MARK IS
 SY3770'STILL IN PLACE.
 SY3770'
 SY3770'THE STATION IS ON THE PROPERTY OF MR. WOLFE, AT 11037 CHAMPAGNE
 SY3770'POINT ROAD, JUANITA.
 SY3770
 SY3770                          STATION RECOVERY (1974)
 SY3770
 SY3770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 SY3770'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS
 SY3770'NEAR THE EDGE OF THE TERRACE (PATIO) AND AN ECCENTRIC INSTRUMENT
 SY3770'WOULD BE REQUIRED TO OCCUPY THE MARK.
 SY3770'
 SY3770'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3770'4 MILES EAST OF SEATTLE.
 SY3770
 SY3770                          STATION RECOVERY (1979)
 SY3770
 SY3770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SY3770'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 SY3770'AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1
 SY3770'WAS FOUND TO BE SHORTER BY .024 METER, THE DISTANCE TO REFERENCE
 SY3770'MARK 2 WAS FOUND TO BE SHORTER BY .026 METER AND THE ANGLE IS
 SY3770'SMALLER BY 4 MINUTES AND 11 SECONDS.  NO AZIMUTH MARK ESTABLISHED
 SY3770'AT THIS STATION BECAUSE IT WOULD HAVE TO BE ACROSS THE LAKE.
 SY3770'
 SY3770'THE STATION IS LOCATED ABOUT 4 MILES EAST OF INTERSTATE HIGHWAY 5,
 SY3770'3.8 MILES SOUTH-SOUTHEAST OF LAKE FOREST PARK, 2 MILES NORTHWEST OF
 SY3770'KIRKLAND, ON THE EAST SHORE OF LAKE WASHINGTON AND ON THE TIP OF
 SY3770'CHAMPION POINT.
 SY3770'
 SY3770'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 522, LAKE
 SY3770'CITYWAY, AND JUANITA DRIVE IN KENMORE GO SOUTH ON JUANITA DRIVE FOR
 SY3770'3.4 MILES TO A FORK.  TAKE THE RIGHT FORK HOLMES POINT DRIVE NE AND
 SY3770'GO SOUTH FOR 0.4 MILE TO A SIDE ROAD LEFT, CHAMPAIGN POINT DRIVE.
 SY3770'TURN LEFT AND GO WESTERLY FOR 0.3 MILE TO A REVERSE FORK.  TURN SHARP
 SY3770'LEFT AND GO SOUTHWEST ON 73 AVE NE FOR 0.1 MILE TO 11037 CHAMPAIGN
 SY3770'POINT ROAD AND THE STATION AS DESCRIBED.
 SY3770'
 SY3770'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SY3770'STAMPED ---COT 2 1945--- SET IN A DRILL HOLE 3 INCHES BELOW THE
 SY3770'SURFACE OF THE PATIO.
 SY3770'
 SY3770'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SY3770'NOS) DISK STAMPED ---COT 2 NO 1 1945--- SET INTO THE TOP OF A SQUARE
 SY3770'CONCRETE MONUMENT 15 CM (6 INCHES) ON SIDE FLUSH WITH THE GROUND
 SY3770'LOCATED 4.6 METERS (15 FEET) W FROM THE BACK STEPS TO THE HOUSE, 5.2
 SY3770'METERS (17 FEET) E FROM THE EAST EDGE OF THE PATIO, AND 0.9 METER (3
 SY3770'FEET) HIGHER THAN THE STATION.
 SY3770'
 SY3770'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SY3770'NOS) DISK STAMPED ---COT 2 NO 2 1945--- SET INTO THE TOP OF A SQUARE
 SY3770'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE RECESSED 5 CM (2 INCHES)
 SY3770'BELOW THE GROUND LOCATED 0.9 METER (3 FEET) S FROM THE PROPERTY FENCE
 SY3770'IN FLOWER BED AND 0.6 METER (2 FEET) HIGHER THAN THE STATION.
 SY3770'
 SY3770'NO SUITABLE PLACE TO SET AN AZIMUTH MARK ON THE EAST SIDE OF THE LAKE.
 SY3770
 SY3770                          STATION RECOVERY (1981)
 SY3770
 SY3770'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SY3770'THE STATION WAS RECOVERED IN GOOD CONDITION.
 SY3770
 SY3770                          STATION RECOVERY (1983)
 SY3770
 SY3770'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 SY3770'COT 2 1945 NO 1 RECOVERED GOOD.  (STA. COULD NOT BE LOCATED, MAY
 SY3770'HAVE CONCRETE ON IT.  A 2 INCHES LAYER IS ON TERRACE).
 SY3770'
 SY3770'SHRUBS CUT BACK BY OWNER.  BUT OWNED BY N. KATCHER NOW.  ADDRESS
 SY3770'OK.  RM 2 NOT FOUND.
 SY3770'
 SY3770'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI NO. OF HUANITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0554 ***********************************************************************
 SD0554  HT_MOD      -  This is a Height Modernization Survey Station.
 SD0554  DESIGNATION -  COTTA RESET
 SD0554  PID         -  SD0554
 SD0554  STATE/COUNTY-  WA/PACIFIC
 SD0554  USGS QUAD   -  OCEAN PARK (1984)
 SD0554
 SD0554                         *CURRENT SURVEY CONTROL
 SD0554  ___________________________________________________________________
 SD0554* NAD 83(1998)-  46 29 53.91614(N)    124 01 54.72434(W)     ADJUSTED  
 SD0554* NAVD 88     -         2.79   (meters)       9.2    (feet)  GPS OBS   
 SD0554  ___________________________________________________________________
 SD0554  X           -  -2,461,522.592 (meters)                     COMP
 SD0554  Y           -  -3,644,982.570 (meters)                     COMP
 SD0554  Z           -   4,603,535.561 (meters)                     COMP
 SD0554  LAPLACE CORR-          15.98  (seconds)                    DEFLEC99
 SD0554  ELLIP HEIGHT-         -21.40  (meters)          (07/03/01) GPS OBS
 SD0554  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 SD0554
 SD0554  HORZ ORDER  -  FIRST
 SD0554  ELLP ORDER  -  FIFTH     CLASS I
 SD0554
 SD0554.The horizontal coordinates were established by GPS observations
 SD0554.and adjusted by the National Geodetic Survey in July 2001..
 SD0554.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SD0554.DATUM ITEM on the data sheet items page.
 SD0554
 SD0554.The orthometric height was determined by GPS observations and a
 SD0554.high-resolution geoid model using precise GPS observation and
 SD0554.processing techniques.
 SD0554
 SD0554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SD0554
 SD0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0554
 SD0554.The ellipsoidal height was determined by GPS observations
 SD0554.and is referenced to NAD 83.
 SD0554
 SD0554.The geoid height was determined by GEOID03.
 SD0554
 SD0554;                    North         East     Units Scale Factor Converg.
 SD0554;SPC WA S     -   135,555.217   228,989.691   MT  0.99991574   -2 33 55.9
 SD0554;SPC WA S     -   444,734.07    751,277.01   sFT  0.99991574   -2 33 55.9
 SD0554;UTM  10      - 5,149,932.777   420,820.594   MT  0.99967706   -0 44 54.6
 SD0554
 SD0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0554!SPC WA S     -   1.00000335  x   0.99991574  =   0.99991909
 SD0554!UTM  10      -   1.00000335  x   0.99967706  =   0.99968041
 SD0554
 SD0554|---------------------------------------------------------------------|
 SD0554| PID    Reference Object                     Distance      Geod. Az  |
 SD0554|                                                           dddmmss.s |
 SD0554| SD0513 NAHCOTTA OYSTER SHELL PLT STK       207.316 METERS 00941     |
 SD0554| SD0541 NAHCOTTA EAGLE OYSTER CO E GAB      372.205 METERS 06604     |
 SD0554| SC2482 ILWACO OYSTER CO HOUSE W GAB        APPROX. 7.5 KM 0671654.7 |
 SD0554| SC2468 NEMAH R ENT PILES CABIN S GAB       APPROX. 7.8 KM 0693658.7 |
 SD0554| DD9560 COTTA AZ MK                                        1981408.0 |
 SD0554| DD9561 COTTA RM 1                           31.288 METERS 24326     |
 SD0554| DE3636 SE COR OF PUMPHOUSE                  45.568 METERS 30143     |
 SD0554| DD9562 COTTA RM 2                           55.913 METERS 33316     |
 SD0554| DD9563 COTTA RM 3                           24.957 METERS 34637     |
 SD0554|---------------------------------------------------------------------|
 SD0554
 SD0554                          SUPERSEDED SURVEY CONTROL
 SD0554
 SD0554  NAD 83(1991)-  46 29 53.91357(N)    124 01 54.72671(W) AD(       ) 1
 SD0554  ELLIP H (01/20/99)  -21.36   (m)                       GP(       ) 3 2
 SD0554  NAD 83(1991)-  46 29 53.90979(N)    124 01 54.72873(W) AD(       ) 2
 SD0554  NAD 83(1991)-  46 29 53.90908(N)    124 01 54.72825(W) AD(       ) 2
 SD0554  NAD 83(1986)-  46 29 53.90978(N)    124 01 54.70874(W) AD(       ) 2
 SD0554  NAD 27      -  46 29 54.55586(N)    124 01 50.12282(W) AD(       ) 2
 SD0554  NGVD 29 (07/19/86)    1.93   (m)            6.3    (f) LEVELING    3  
 SD0554
 SD0554.Superseded values are not recommended for survey control.
 SD0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0554.See file dsdata.txt to determine how the superseded data were derived.
 SD0554
 SD0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2082149933(NAD 83)
 SD0554_MARKER: DS = TRIANGULATION STATION DISK
 SD0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0554_STAMPING: COTTA 1938 1971
 SD0554_MARK LOGO: NGS   
 SD0554_PROJECTION: FLUSH
 SD0554_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0554+STABILITY: SURFACE MOTION
 SD0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0554+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2002
 SD0554
 SD0554  HISTORY     - Date     Condition        Report By
 SD0554  HISTORY     - 1971     MONUMENTED       NGS
 SD0554  HISTORY     - 1977     SEE DESCRIPTION  WA-049
 SD0554  HISTORY     - 19970510 GOOD             WADECO
 SD0554  HISTORY     - 19971015 GOOD             WADECO
 SD0554  HISTORY     - 20020427 GOOD             WADT
 SD0554
 SD0554                          STATION DESCRIPTION
 SD0554
 SD0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SD0554'THE STATION MARK WAS FOUND TILTED ABOUT 25 DEGREES.  REFERENCE MARK
 SD0554'NO. 1 WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 SD0554'NOT FOUND.  THE SURFACE STATION MARK WAS DUG OUT AND RESET OVER THE
 SD0554'UNDERGROUND MARK.  REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE
 SD0554'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 SD0554'
 SD0554'THE STATION IS ABOUT 2 BLOCKS SOUTH OF THE DOCK IN NAHCOTTA, 1 BLOCK
 SD0554'NORTH AND ABOUT 150 YARDS EAST OF THE NACOTTA POST OFFICE AND
 SD0554'STORE, AT THE HIGH WATER LINE, IN SECTION 27, T 12 N, R 11 W.  AN
 SD0554'ATTEMPT TO BULLDOZE A ROAD INTO THE WATER (PERHAPS FOR LAUNCHING
 SD0554'BOATS) WAS MADE A FEW YARDS NORTH OF THE STATION, AND THIS NOW
 SD0554'APPEARS MORE LIKE AN ERRODED TRENCH INTO THE BEACH.
 SD0554'
 SD0554'THE STATION MARK IS 149.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 SD0554'OF A SMALL, METAL PUMP-HOUSE BUILDING, 83 FEET SOUTH-SOUTHWEST OF
 SD0554'THE SOUTHWEST CORNER OF STACEYS CANNERY (NO LONGER IN USE), AND 27
 SD0554'FEET WEST OF THE PROJECTED WEST END OF THE CANNERY.  THE STATION
 SD0554'MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST 1 INCH BELOW
 SD0554'THE SURFACE OF THE GROUND.  UNDERGROUND MARK IS 2.5 FEET BELOW THE
 SD0554'SURFACE.
 SD0554'
 SD0554'REFERENCE MARK NO. 1, STAMPED COTTA NO 1 1938, IS A STANDARD DISK
 SD0554'SET IN A 4-INCH SOIL PIPE FLUSH WITH THE GROUND 129 FEET
 SD0554'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE PUMP HOUSE, 51 FEET
 SD0554'SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 40 FEET NORTHWEST OF THE
 SD0554'BANK AT THE HIGH WATER LINE AND ON A FLAT AREA SOUTHWEST OF THE
 SD0554'STATION.
 SD0554'
 SD0554'REFERENCE MARK NO. 3, STAMPED COTTA 1939 NO 3 1971, IS A STANDARD
 SD0554'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 SD0554'108 FEET EAST OF THE SOUTHEAST CORNER OF THE PUMP HOUSE AND ON LINE
 SD0554'WITH THE PROJECTED SOUTH SIDE OF THE PUMP HOUSE, 77.6 FEET EAST OF A
 SD0554'POWER POLE, 47.5 FEET WEST OF THE SOUTHWEST CORNER OF THE CANNERY
 SD0554'AND 1.5 FEET NORTH OF THE PROJECTED SOUTH SIDE OF THE CANNERY AND 17
 SD0554'FEET EAST OF A GRAVEL ROAD.
 SD0554'
 SD0554'THE AZIMUTH MARK, STAMPED COTTA 1939 1971, IS A STANDARD DISK SET IN
 SD0554'A ROUND CONCRETE POST FLUSH WITH THE GROUND, ON PROPERTY OF THE
 SD0554'WILLAPA BAY SHELLFISH LABORATORY.  IT IS 11 YARDS WEST OF THE
 SD0554'NORTHWEST CORNER OF THE PUMPHOUSE, 7 FEET EAST-NORTHEAST OF THE
 SD0554'NORTHEAST CORNER OF THE MAIN BUILDING AND 4 FEET NORTH OF THE
 SD0554'PROJECTED NORTH SIDE OF THIS BUILDING.
 SD0554'
 SD0554'TO REACH THE AZIMUTH MARK FROM THE NAHCOTTA STORE AND POST OFFICE, GO
 SD0554'SOUTH 0.1 MILE TO THE WILLAPA BAY SHELLFISH LABORATORY ON THE
 SD0554'LEFT--AND THE AZIMUTH MARK ON THE LEFT, ABOUT 50 YARDS EAST OF THE
 SD0554'ROAD.
 SD0554'
 SD0554'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN NAHCOTTA.
 SD0554
 SD0554                          STATION RECOVERY (1977)
 SD0554
 SD0554'RECOVERY NOTE BY PACIFIC COUNTY WASHINGTON 1977
 SD0554'NO MEASUREMENTS OR OBSERVATIONS MADE DURING THIS VISIT.
 SD0554'
 SD0554'THE STATION WAS RECOVERED AS DESCRIBED BY L.F.S. IN 1971.
 SD0554'
 SD0554'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN NAHCOTTA.
 SD0554
 SD0554                          STATION RECOVERY (1997)
 SD0554
 SD0554'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 SD0554'RECOVERED AS DESCRIBED.  METAL PUMP HOUSE BUILDING IN DESCRIPTION HAS
 SD0554'BEEN BLOWN OVER BY WIND.  PUMPS ARE STILL IN PLACE WITH 2 FT (0.6 M) X
 SD0554'6 FT (1.8 M) TANK PROJECTING FROM THE OLD FOUNDATION.  REFERENCE MARK
 SD0554'NO 3 IS 14 M (45.9 FT) WEST OF THE SOUTHWEST MOST PILE OF THE CANNERY.
 SD0554
 SD0554                          STATION RECOVERY (1997)
 SD0554
 SD0554'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 SD0554'RECOVERED AS DESCRIBED.  THE SHEET METAL PUMP HOUSE DESCRIBED HAS BEEN
 SD0554'BLOWN OVER BY WIND.  PUMPS ARE STILL IN-PLACE ON CEMENT FOUNDATION
 SD0554'WHICH IS ABOUT 3 FT (0.9 M) BELOW GRADE.  A 2 FT (0.6 M) BY 6 FT (1.8
 SD0554'M) TANK PROJECTS 3 FT (0.9 M) ABOVE THE SURFACE.  REFERENCE MARK 3 IS
 SD0554'14 M (45.9 FT) WEST OF THE SOUTHWEST MOST PILE OF CANNERY.
 SD0554
 SD0554                          STATION RECOVERY (2002)
 SD0554
 SD0554'RECOVERY NOTE BY WA DEPT OF TRANSP 2002 (RCD)
 SD0554'ORANGE WITNESS POST SET 0.5 M FROM STATION. GOOD GPS VISIBILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1026 ***********************************************************************
 SY1026  DESIGNATION -  COTTAGE 2 RESET
 SY1026  PID         -  SY1026
 SY1026  STATE/COUNTY-  WA/KITSAP
 SY1026  USGS QUAD   -  BREMERTON EAST (1981)
 SY1026
 SY1026                         *CURRENT SURVEY CONTROL
 SY1026  ___________________________________________________________________
 SY1026* NAD 83(1991)-  47 35 26.16860(N)    122 32 00.17260(W)     ADJUSTED  
 SY1026* NAVD 88     -         3.437  (meters)      11.28   (feet)  POSTED    
 SY1026  ___________________________________________________________________
 SY1026  LAPLACE CORR-         -11.22  (seconds)                    DEFLEC99
 SY1026  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 SY1026  DYNAMIC HT  -           3.440 (meters)      11.29  (feet)  COMP
 SY1026  MODELED GRAV-     980,754.7   (mgal)                       NAVD 88
 SY1026
 SY1026  HORZ ORDER  -  THIRD
 SY1026  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1026
 SY1026.The horizontal coordinates were established by classical geodetic methods
 SY1026.and adjusted by the National Geodetic Survey in December 1991..
 SY1026
 SY1026.The orthometric height was determined by differential leveling
 SY1026.and adjusted by the National Geodetic Survey in 1992..
 SY1026.No vertical observational check was made to the station.
 SY1026.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1026.was located on a no-check spur therefore a value was not computed.
 SY1026
 SY1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1026
 SY1026.The geoid height was determined by GEOID03.
 SY1026
 SY1026.The dynamic height is computed by dividing the NAVD 88
 SY1026.geopotential number by the normal gravity value computed on the
 SY1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1026.degrees latitude (g = 980.6199 gals.).
 SY1026
 SY1026.The modeled gravity was interpolated from observed gravity values.
 SY1026
 SY1026;                    North         East     Units Scale Factor Converg.
 SY1026;SPC WA N     -    67,076.646   372,145.250   MT  0.99998433   -1 15 56.6
 SY1026;SPC WA N     -   220,067.30  1,220,946.54   sFT  0.99998433   -1 15 56.6
 SY1026;UTM  10      - 5,270,904.488   535,082.118   MT  0.99961512   +0 20 40.3
 SY1026
 SY1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1026!SPC WA N     -   1.00000310  x   0.99998433  =   0.99998743
 SY1026!UTM  10      -   1.00000310  x   0.99961512  =   0.99961821
 SY1026
 SY1026|---------------------------------------------------------------------|
 SY1026| PID    Reference Object                     Distance      Geod. Az  |
 SY1026|                                                           dddmmss.s |
 SY1026| SY1028 COTTAGE 2 RM 1                        1.417 METERS 04351     |
 SY1026| CF6466 COTTAGE 2 RM 3                       30.312 METERS 11741     |
 SY1026| SY1029 COTTAGE 2 RM 2                        1.052 METERS 13753     |
 SY1026| CF6467 COTTAGE 2 RM 4                        1.978 METERS 13918     |
 SY1026| SY5294 BEACON                              APPROX. 1.4 KM 1743827.6 |
 SY1026| SY5194 PHELANS CUPOLA                      APPROX. 2.5 KM 2723123.2 |
 SY1026| SY5221 PHELANS BARN CUPOLA                 APPROX. 2.5 KM 2735123.8 |
 SY1026| SY5222 TWO                                 APPROX. 2.2 KM 2965213.8 |
 SY1026| SY5218 ONE                                 APPROX. 2.2 KM 3062816.8 |
 SY1026| SY5238 GREENHOUSE STACK                    APPROX. 2.2 KM 3093515.6 |
 SY1026|---------------------------------------------------------------------|
 SY1026
 SY1026                          SUPERSEDED SURVEY CONTROL
 SY1026
 SY1026  NAD 83(1986)-  47 35 26.16263(N)    122 32 00.17819(W) AD(       ) 3
 SY1026  NAD 27      -  47 35 26.81200(N)    122 31 55.70100(W) AD(       ) 3
 SY1026  NGVD 29 (??/??/??)    2.374  (m)            7.79   (f) ADJUSTED    1 2
 SY1026
 SY1026.Superseded values are not recommended for survey control.
 SY1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1026.See file dsdata.txt to determine how the superseded data were derived.
 SY1026
 SY1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3508270904(NAD 83)
 SY1026_MARKER: DR = REFERENCE MARK DISK
 SY1026_SETTING: 80 = SET IN A BOULDER
 SY1026_SP_SET: BOULDER
 SY1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1026+STABILITY: SURFACE MOTION
 SY1026
 SY1026  HISTORY     - Date     Condition        Report By
 SY1026  HISTORY     - 1915     MONUMENTED       CGS
 SY1026  HISTORY     - 1916     GOOD             CGS
 SY1026  HISTORY     - 1933     GOOD             CGS
 SY1026  HISTORY     - 1934     GOOD             CGS
 SY1026  HISTORY     - 1950     MARK NOT FOUND   LOCENG
 SY1026  HISTORY     - 1956     GOOD             CGS
 SY1026  HISTORY     - 19960825 MARK NOT FOUND   USPSQD
 SY1026
 SY1026                          STATION DESCRIPTION
 SY1026
 SY1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CGQ)
 SY1026'STATION MARK IS A 1/2 INCH HOLE IN GRANITE ROCK WHICH WAS DEEPENED
 SY1026'AND A 4 INCH COPPER BOLT SET IN SAME WITH CEMENT SO AS TO PROJECT
 SY1026'ABOUT 1 1/2 INCHES.  TOP OF BOLT MARKED U.S.C.S. IS ABOUT 1 FOOT
 SY1026'BELOW SURFACE.
 SY1026'
 SY1026'REFERENCE MARKS ARE AS FOLLOWS.
 SY1026'
 SY1026'REFERENCE MARK NO. 1 (OLD) IS SMALL TRIANGLE FACING STATION
 SY1026'WITH 1/2 INCH DRILL HOLE IN GRANITE BOULDER.  WESTERLY FACE OF
 SY1026'BOULDER IS 5 BY 3 BY 4 FEET.
 SY1026'
 SY1026'REFERENCE MARK NO. 2 (OLD) IS SMALL TRIANGLE FACING STATION
 SY1026'WITH 1/2 INCH DRILL HOLE IN GRANITE BOULDER.  TRIANGLE IS CUT IN
 SY1026'N FACE OF BOULDER WHICH MEASURES 5 BY 2 1/2 FEET AND IS
 SY1026'APPROXIMATELY 4 FEET FROM STATION.
 SY1026'
 SY1026'REFERENCE MARK NO. 3 IS A STANDARD BRASS DISK SET IN CONCRETE
 SY1026'MONUMENT.  THE MONUMENT IS 6 BY 8 INCH ON TOP AND PROJECTS 6
 SY1026'INCHES ABOVE GROUND.  THE BASE IS 1 FOOT IN DIAMETER, 16 INCHES
 SY1026'BELOW SURFACE.  A 1 INCH MINER DRILL 12 INCHES LONG IS SET
 SY1026'VERTICALLY IN THE CONCRETE BELOW THE REFERENCE DISK.
 SY1026'
 SY1026'REFERENCE MARK NO. 4 IS THE RIM OF A 20 FOOT DIAMETER CEMENT
 SY1026'FOUNTAIN.
 SY1026'
 SY1026'REFERENCE MARK NO. 5 IS A STANDARD DISK SET IN CEMENT FLUSH WITH
 SY1026'GROUND ABOUT 18 INCHES IN DIAMETER.
 SY1026
 SY1026                          STATION RECOVERY (1916)
 SY1026
 SY1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY1026'RECOVERED AS DESCRIBED.
 SY1026
 SY1026                          STATION RECOVERY (1933)
 SY1026
 SY1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HBC)
 SY1026'STATION FOUND AS DESCRIBED.  REFERENCE MARK NO. 4 NOT FOUND.
 SY1026'ALL OTHER REFERENCE MARKS FOUND.  A SMALL POLE SIGNAL WAS BUILT
 SY1026'OVER STATION.
 SY1026
 SY1026                          STATION RECOVERY (1934)
 SY1026
 SY1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY1026'STATION AND REFERENCE MARKS NO'S. 1, 2, 3, AND 5 FOUND.  AREA COVERED
 SY1026'WITH DENSE GROWTH OF WILD ROSE BUSHES.  BRUSH HOOK NECESSARY TO
 SY1026'CLEAR FOR SEEING OUT.
 SY1026
 SY1026                          STATION RECOVERY (1950)
 SY1026
 SY1026'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 SY1026'UNABLE TO FIND THE STATION OR REFERENCE MARK AS THE BASEBALL FIELD
 SY1026'HAS BEEN REPLACED BY SEVERAL HOUSES.
 SY1026'
 SY1026'THE STATION OR REFERENCE MARK MAY STILL BE FOUND AS WE DID NOT MAKE
 SY1026'A THOROUGH SEARCH.
 SY1026
 SY1026                          STATION RECOVERY (1956)
 SY1026
 SY1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 SY1026'1.2 MI SE FROM LYNWOOD CENTER.
 SY1026'0.6 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE PORT BLAKELY POST
 SY1026'OFFICE AT LYNWOOD CENTER, THENCE 0.6 MILE SOUTHEAST ALONG A ROAD
 SY1026'LEADING TO FORT WARD AND BEANS POINT.  IN R2E T24N S10, AT THE SOUTH
 SY1026'END OF PLEASANT BEACH, AT THE NORTH BOUNDARY FENCE LINE OF FORT WARD,
 SY1026'IN THE TOP OF A GRANITE BOULDER 0.6 FOOT UNDERGROUND, 200 FEET WEST OF
 SY1026'THE WEST GATE POST, 99.5 FEET WEST OF REFERENCE MARK 5, 5.0 FEET
 SY1026'SOUTHWEST OF REFERENCE MARK 1, 3.3 FEET NORTHWEST OF REFERENCE MARK 2,
 SY1026'AND 3 FEET NORTHEAST OF A SMALL BUSHY TREE.
 SY1026
 SY1026                          STATION RECOVERY (1996)
 SY1026
 SY1026'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1028 ***********************************************************************
 SY1028  DESIGNATION -  COTTAGE 2 RM 1
 SY1028  PID         -  SY1028
 SY1028  STATE/COUNTY-  WA/KITSAP
 SY1028  USGS QUAD   -  BREMERTON EAST (1981)
 SY1028
 SY1028                         *CURRENT SURVEY CONTROL
 SY1028  ___________________________________________________________________
 SY1028* NAD 83(1986)-  47 35 25.     (N)    122 31 59.     (W)     SCALED    
 SY1028* NAVD 88     -         4.075  (meters)      13.37   (feet)  POSTED    
 SY1028  ___________________________________________________________________
 SY1028  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 SY1028  DYNAMIC HT  -           4.080 (meters)      13.39  (feet)  COMP
 SY1028  MODELED GRAV-     980,754.7   (mgal)                       NAVD 88
 SY1028
 SY1028  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1028
 SY1028.The horizontal coordinates were scaled from a topographic map and have
 SY1028.an estimated accuracy of +/- 6 seconds.
 SY1028
 SY1028.The orthometric height was determined by differential leveling
 SY1028.and adjusted by the National Geodetic Survey in 1992..
 SY1028.No vertical observational check was made to the station.
 SY1028.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1028.was located on a no-check spur therefore a value was not computed.
 SY1028
 SY1028.The geoid height was determined by GEOID03.
 SY1028
 SY1028.The dynamic height is computed by dividing the NAVD 88
 SY1028.geopotential number by the normal gravity value computed on the
 SY1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1028.degrees latitude (g = 980.6199 gals.).
 SY1028
 SY1028.The modeled gravity was interpolated from observed gravity values.
 SY1028
 SY1028;                    North         East    Units  Estimated Accuracy
 SY1028;SPC WA N     -    67,040.      372,170.      MT  (+/- 180 meters Scaled)
 SY1028
 SY1028                          SUPERSEDED SURVEY CONTROL
 SY1028
 SY1028  NGVD 29 (??/??/??)    3.013  (m)            9.89   (f) ADJUSTED    1 2
 SY1028
 SY1028.Superseded values are not recommended for survey control.
 SY1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1028.See file dsdata.txt to determine how the superseded data were derived.
 SY1028
 SY1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET351708(NAD 83)
 SY1028_MARKER: DR = REFERENCE MARK DISK
 SY1028_SETTING: 80 = SET IN A BOULDER
 SY1028_SP_SET: BOULDER
 SY1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1028+STABILITY: SURFACE MOTION
 SY1028
 SY1028  HISTORY     - Date     Condition        Report By
 SY1028  HISTORY     - 1900     MONUMENTED       CGS
 SY1028  HISTORY     - 1956     GOOD             CGS
 SY1028  HISTORY     - 19960825 MARK NOT FOUND   USPSQD
 SY1028
 SY1028                          STATION DESCRIPTION
 SY1028
 SY1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1028'1.2 MI SE FROM LYNWOOD CENTER.
 SY1028'0.6 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE PORT BLAKELY POST
 SY1028'OFFICE AT LYNWOOD CENTER, THENCE 0.6 MILE SOUTHEAST ALONG A ROAD
 SY1028'LEADING TO FORT WARD AND BEANS POINT.  IN R2E T24N S10, AT THE SOUTH
 SY1028'END OF PLEASANT BEACH, AT THE NORTH BOUNDARY FENCE OF FORT WARD, ON
 SY1028'THE WEST VERTICAL FACE OF A 5- BY 4-FOOT BOULDER WHICH PROJECTS 4 FEET
 SY1028'ABOVE THE GROUND, 5.0 FEET NORTHEAST OF COTTAGE 2 TRIANGULATION
 SY1028'STATION 1.6 FEET BELOW THE TOP OF THE BOULDER, AND 1.4 FEET ABOVE THE
 SY1028'GROUND.  NOTE-- ROD WAS HELD AT THE BOTTOM EDGE OF THE DRILL HOLE.
 SY1028
 SY1028                          STATION RECOVERY (1996)
 SY1028
 SY1028'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1029 ***********************************************************************
 SY1029  DESIGNATION -  COTTAGE 2 RM 2
 SY1029  PID         -  SY1029
 SY1029  STATE/COUNTY-  WA/KITSAP
 SY1029  USGS QUAD   -  BREMERTON EAST (1981)
 SY1029
 SY1029                         *CURRENT SURVEY CONTROL
 SY1029  ___________________________________________________________________
 SY1029* NAD 83(1986)-  47 35 25.     (N)    122 31 59.     (W)     SCALED    
 SY1029* NAVD 88     -         3.911  (meters)      12.83   (feet)  POSTED    
 SY1029  ___________________________________________________________________
 SY1029  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 SY1029  DYNAMIC HT  -           3.910 (meters)      12.83  (feet)  COMP
 SY1029  MODELED GRAV-     980,754.7   (mgal)                       NAVD 88
 SY1029
 SY1029  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1029
 SY1029.The horizontal coordinates were scaled from a topographic map and have
 SY1029.an estimated accuracy of +/- 6 seconds.
 SY1029
 SY1029.The orthometric height was determined by differential leveling
 SY1029.and adjusted by the National Geodetic Survey in 1992..
 SY1029.No vertical observational check was made to the station.
 SY1029.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1029.was located on a no-check spur therefore a value was not computed.
 SY1029
 SY1029.The geoid height was determined by GEOID03.
 SY1029
 SY1029.The dynamic height is computed by dividing the NAVD 88
 SY1029.geopotential number by the normal gravity value computed on the
 SY1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1029.degrees latitude (g = 980.6199 gals.).
 SY1029
 SY1029.The modeled gravity was interpolated from observed gravity values.
 SY1029
 SY1029;                    North         East    Units  Estimated Accuracy
 SY1029;SPC WA N     -    67,040.      372,170.      MT  (+/- 180 meters Scaled)
 SY1029
 SY1029                          SUPERSEDED SURVEY CONTROL
 SY1029
 SY1029  NGVD 29 (??/??/??)    2.849  (m)            9.35   (f) ADJUSTED    1 2
 SY1029
 SY1029.Superseded values are not recommended for survey control.
 SY1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1029.See file dsdata.txt to determine how the superseded data were derived.
 SY1029
 SY1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET351708(NAD 83)
 SY1029_MARKER: DR = REFERENCE MARK DISK
 SY1029_SETTING: 80 = SET IN A BOULDER
 SY1029_SP_SET: BOULDER
 SY1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1029+STABILITY: SURFACE MOTION
 SY1029
 SY1029  HISTORY     - Date     Condition        Report By
 SY1029  HISTORY     - 1900     MONUMENTED       CGS
 SY1029  HISTORY     - 1956     GOOD             CGS
 SY1029  HISTORY     - 19960825 MARK NOT FOUND   USPSQD
 SY1029
 SY1029                          STATION DESCRIPTION
 SY1029
 SY1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1029'1.2 MI SE FROM LYNWOOD CENTER.
 SY1029'0.6 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE PORT BLAKELY POST
 SY1029'OFFICE AT LYNWOOD CENTER, THENCE 0.6 MILE SOUTHEAST ALONG A ROAD
 SY1029'LEADING TO FORT WARD AND BEANS POINT, IN R2E T24N S10, AT THE SOUTH
 SY1029'END OF PLEASANT BEACH, AT THE NORTH BOUNDARY FENCE LINE OF FORT WARD,
 SY1029'ON THE NORTHWEST VERTICAL FACE OF A 5- BY 5-FOOT GRANITE BOULDER WHICH
 SY1029'PROJECTS 2 1/2 FEET ABOVE THE GROUND, 3.3 FEET SOUTHEAST OF COTTAGE 2
 SY1029'TRIANGULATION STATION, 1.0 FOOT BELOW THE TOP OF THE BOULDER, AND 0.7
 SY1029'FOOT ABOVE THE GROUND.  NOTE-- ROD WAS HELD AT THE BOTTOM EDGE OF THE
 SY1029'DRILL HOLE.
 SY1029
 SY1029                          STATION RECOVERY (1996)
 SY1029
 SY1029'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1027 ***********************************************************************
 SY1027  DESIGNATION -  COTTAGE 2 RM 5
 SY1027  PID         -  SY1027
 SY1027  STATE/COUNTY-  WA/KITSAP
 SY1027  USGS QUAD   -  BREMERTON EAST (1981)
 SY1027
 SY1027                         *CURRENT SURVEY CONTROL
 SY1027  ___________________________________________________________________
 SY1027* NAD 83(1986)-  47 35 25.     (N)    122 31 59.     (W)     SCALED    
 SY1027* NAVD 88     -         4.525  (meters)      14.85   (feet)  POSTED    
 SY1027  ___________________________________________________________________
 SY1027  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 SY1027  DYNAMIC HT  -           4.530 (meters)      14.86  (feet)  COMP
 SY1027  MODELED GRAV-     980,754.7   (mgal)                       NAVD 88
 SY1027
 SY1027  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1027
 SY1027.The horizontal coordinates were scaled from a topographic map and have
 SY1027.an estimated accuracy of +/- 6 seconds.
 SY1027
 SY1027.The orthometric height was determined by differential leveling
 SY1027.and adjusted by the National Geodetic Survey in 1992..
 SY1027.No vertical observational check was made to the station.
 SY1027.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1027.was located on a no-check spur therefore a value was not computed.
 SY1027
 SY1027.The geoid height was determined by GEOID03.
 SY1027
 SY1027.The dynamic height is computed by dividing the NAVD 88
 SY1027.geopotential number by the normal gravity value computed on the
 SY1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1027.degrees latitude (g = 980.6199 gals.).
 SY1027
 SY1027.The modeled gravity was interpolated from observed gravity values.
 SY1027
 SY1027;                    North         East    Units  Estimated Accuracy
 SY1027;SPC WA N     -    67,040.      372,170.      MT  (+/- 180 meters Scaled)
 SY1027
 SY1027                          SUPERSEDED SURVEY CONTROL
 SY1027
 SY1027  NGVD 29 (??/??/??)    3.463  (m)           11.36   (f) ADJUSTED    1 2
 SY1027
 SY1027.Superseded values are not recommended for survey control.
 SY1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1027.See file dsdata.txt to determine how the superseded data were derived.
 SY1027
 SY1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET351708(NAD 83)
 SY1027_MARKER: DR = REFERENCE MARK DISK
 SY1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1027_STAMPING: COTTAGE 2 5 1900 1915
 SY1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1027+STABILITY: SURFACE MOTION
 SY1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1027+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2004
 SY1027
 SY1027  HISTORY     - Date     Condition        Report By
 SY1027  HISTORY     - 1915     MONUMENTED       CGS
 SY1027  HISTORY     - 1956     GOOD             CGS
 SY1027  HISTORY     - 19960825 MARK NOT FOUND   USPSQD
 SY1027  HISTORY     - 20040414 GOOD             INDIV
 SY1027
 SY1027                          STATION DESCRIPTION
 SY1027
 SY1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY1027'1.2 MI SE FROM LYNWOOD CENTER.
 SY1027'0.6 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE PORT BLAKELY POST
 SY1027'OFFICE AT LYNWOOD CENTER, THENCE 0.6 MILE SOUTHEAST ALONG A ROAD
 SY1027'LEADING TO FORT WARD AND BEANS POINT.  IN R2E T24N S10, AT THE SOUTH
 SY1027'END OF PLEASANT BEACH, AT THE NORTH BOUNDARY FENCE OF FORT WARD, 115
 SY1027'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 104.0 FEET WEST OF THE
 SY1027'WEST STEEL GATE POST OF THE ENTRANCE GATE TO THE FORT, 99.5 FEET EAST
 SY1027'OF COTTAGE 2 TRIANGULATION STATION, 1.2 FEET EAST OF A WITNESS POST
 SY1027'MARKED COTTAGE, 0.9 FOOT NORTH OF A FENCE, ABOUT LEVEL WITH THE
 SY1027'GROUND, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SY1027
 SY1027                          STATION RECOVERY (1996)
 SY1027
 SY1027'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1027'MARK NOT FOUND.
 SY1027
 SY1027                          STATION RECOVERY (2004)
 SY1027
 SY1027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BBK)
 SY1027'RECOVERED AS DESCRIBED. FOUND MONUMENT ON PRIVATE PROPERTY, 2.0 FEET
 SY1027'NORTH OF A CARSONITE WITNESS POST, 1.0 FOOT NORTH OF A FENCE, ABOUT
 SY1027'1.0 FOOT DEEP WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1489 ***********************************************************************
 SC1489  DESIGNATION -  COTTON
 SC1489  PID         -  SC1489
 SC1489  STATE/COUNTY-  WA/COWLITZ
 SC1489  USGS QUAD   -  RAINIER (1990)
 SC1489
 SC1489                         *CURRENT SURVEY CONTROL
 SC1489  ___________________________________________________________________
 SC1489* NAD 83(1991)-  46 04 13.74175(N)    122 52 50.48651(W)     ADJUSTED  
 SC1489* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC1489  ___________________________________________________________________
 SC1489  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 SC1489  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SC1489
 SC1489  HORZ ORDER  -  THIRD
 SC1489
 SC1489.The horizontal coordinates were established by classical geodetic methods
 SC1489.and adjusted by the National Geodetic Survey in December 1991..
 SC1489
 SC1489.The orthometric height was scaled from a topographic map.
 SC1489
 SC1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1489
 SC1489.The geoid height was determined by GEOID03.
 SC1489
 SC1489;                    North         East     Units Scale Factor Converg.
 SC1489;SPC WA S     -    84,713.350   315,854.458   MT  0.99995467   -1 43 45.6
 SC1489;SPC WA S     -   277,930.38  1,036,265.83   sFT  0.99995467   -1 43 45.6
 SC1489;SPC OR N     -   269,842.740 2,315,841.360   MT  1.00001869   -1 41 18.1
 SC1489;SPC OR N     -   885,310.83  7,597,904.72   iFT  1.00001869   -1 41 18.1
 SC1489;UTM  10      - 5,101,885.695   509,226.658   MT  0.99960105   +0 05 09.3
 SC1489
 SC1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1489!SPC WA S     -   1.00000277  x   0.99995467  =   0.99995744
 SC1489!SPC OR N     -   1.00000277  x   1.00001869  =   1.00002146
 SC1489!UTM  10      -   1.00000277  x   0.99960105  =   0.99960382
 SC1489
 SC1489|---------------------------------------------------------------------|
 SC1489| PID    Reference Object                     Distance      Geod. Az  |
 SC1489|                                                           dddmmss.s |
 SC1489| CE3032 COTTON RP ON COTTONWOOD              45.620 METERS 05444     |
 SC1489| CE3030 COTTON RM 1                                        09003     |
 SC1489| CE3031 COTTON RP COTT TREE 2                50.790 METERS 11019     |
 SC1489| SC1488 COTTONWOOD IS LOWER REAR LT         APPROX. 0.6 KM 1812633.2 |
 SC1489| SC1481 CARR                                APPROX. 2.8 KM 1862116.9 |
 SC1489| SC1468 PRESCOTT BEAVER LUMBER CO TANK      APPROX. 2.0 KM 1962814.5 |
 SC1489| SC1467 PRESCOTT BEAVER LUMBER W STK        APPROX. 2.1 KM 1964253.4 |
 SC1489| SC1478 COTTONWOOD IS UP AND LOW F LT       466.578 METERS 2324128.4 |
 SC1489| SC1399 WESTERN LUMBER CO STACK             APPROX. 1.7 KM 2850718.4 |
 SC1489| SC1407 COWLITZ RIVER LIGHT                 APPROX. 3.5 KM 3122354.9 |
 SC1489| SC1405 SMALL HOUSE ON SHORE PIPE           APPROX. 4.1 KM 3225929.4 |
 SC1489|---------------------------------------------------------------------|
 SC1489
 SC1489                          SUPERSEDED SURVEY CONTROL
 SC1489
 SC1489  NAD 83(1991)-  46 04 13.74175(N)    122 52 50.48650(W) AD(       ) 3
 SC1489  NAD 83(1986)-  46 04 13.75791(N)    122 52 50.48201(W) AD(       ) 3
 SC1489  NAD 27      -  46 04 14.34884(N)    122 52 46.09110(W) AD(       ) 3
 SC1489
 SC1489.Superseded values are not recommended for survey control.
 SC1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1489.See file dsdata.txt to determine how the superseded data were derived.
 SC1489
 SC1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0922701886(NAD 83)
 SC1489_MARKER: Z = SEE DESCRIPTION
 SC1489_SETTING: 0 = UNSPECIFIED SETTING
 SC1489
 SC1489  HISTORY     - Date     Condition        Report By
 SC1489  HISTORY     - 1913     MONUMENTED       CGS
 SC1489  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC1489
 SC1489                          STATION DESCRIPTION
 SC1489
 SC1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EBL)
 SC1489'ON THE W SIDE AND S END OF COTTONWOOD ISLAND, 1/2 MILE W OF
 SC1489'CARROLLS BLUFF.  THE STATION IS MARKED BY A STANDARD DISK STATION
 SC1489'MARK SET IN AN IRREGULAR PIER OF CONCRETE, THE TOP OF WHICH IS
 SC1489'SPHERICAL IN SHAPE AND PROJECTS FROM 6 TO 8 INCHES ABOVE THE
 SC1489'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A GLASS BOTTLE
 SC1489'SET NECK DOWN IN CONCRETE FROM 2-1/2 TO 3 FEET BELOW THE
 SC1489'SURFACE.
 SC1489'
 SC1489'R.M. 1 IS A GALVANIZED-IRON PIPE FILLED WITH EARTH AND CEMENT
 SC1489'AND SET IN CONCRETE WITH A COPPER TACK IN ITS TOP SURFACE.  R.M. 2
 SC1489'IS MARKED BY A STANDARD REFERENCE-MARK DISK SET IN AN IRREGULAR
 SC1489'PIER OF CONCRETE, PROJECTING FROM 6 TO 8 INCHES ABOVE THE SURFACE
 SC1489'OF THE GROUND.
 SC1489'
 SC1489'R.M. 1 IS 20.0 METERS FROM STATION IN AZIMUTH 270 DEG 02 MIN 45
 SC1489'SEC.
 SC1489'
 SC1489'R.M. 2 IS 50.0 METERS FROM STATION IN AZIMUTH 270 DEG 02 MIN 45
 SC1489'SEC.
 SC1489'
 SC1489'THERE IS A TRIANGLE ON A COTTONWOOD TREE DISTANT 45.62 METERS
 SC1489'IN AZIMUTH 234 DEG 43 MIN 45 SEC AND A SIMILAR MARK ON ANOTHER
 SC1489'COTTONWOOD TREE DISTANT 50.79 METERS IN AZIMUTH 290 DEG 19 MIN 25
 SC1489'SEC.
 SC1489
 SC1489                          STATION RECOVERY (1951)
 SC1489
 SC1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC1489'THE STATION WAS NOT FOUND AFTER A SEARCH OF THE SURFACE AREA.  THE
 SC1489'LOCATION IS IN A FLAT COVERED DURING THE FLOOD SEASON.  IT IS
 SC1489'BELIEVED THE AREA HAS BUILT UP RATHER THAN WASHED AWAY.  THE
 SC1489'MARK MAY STILL BE IN PLACE BUT COVERED BY SILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2092 ***********************************************************************
 TR2092  DESIGNATION -  COTTON RESET
 TR2092  PID         -  TR2092
 TR2092  STATE/COUNTY-  WA/SAN JUAN
 TR2092  USGS QUAD   -  SHAW ISLAND (1994)
 TR2092
 TR2092                         *CURRENT SURVEY CONTROL
 TR2092  ___________________________________________________________________
 TR2092* NAD 83(1991)-  48 35 34.37193(N)    122 56 05.18215(W)     ADJUSTED  
 TR2092* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2092  ___________________________________________________________________
 TR2092  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 TR2092  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 TR2092
 TR2092  HORZ ORDER  -  THIRD
 TR2092
 TR2092.The horizontal coordinates were established by classical geodetic methods
 TR2092.and adjusted by the National Geodetic Survey in December 1991..
 TR2092
 TR2092.The orthometric height was scaled from a topographic map.
 TR2092
 TR2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2092
 TR2092.The geoid height was determined by GEOID03.
 TR2092
 TR2092;                    North         East     Units Scale Factor Converg.
 TR2092;SPC WA N     -   179,221.146   345,007.466   MT  0.99997662   -1 33 52.4
 TR2092;SPC WA N     -   587,994.71  1,131,911.99   sFT  0.99997662   -1 33 52.4
 TR2092;UTM  10      - 5,382,201.964   504,809.643   MT  0.99960028   +0 02 56.1
 TR2092
 TR2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2092!SPC WA N     -   1.00000303  x   0.99997662  =   0.99997965
 TR2092!UTM  10      -   1.00000303  x   0.99960028  =   0.99960331
 TR2092
 TR2092|---------------------------------------------------------------------|
 TR2092| PID    Reference Object                     Distance      Geod. Az  |
 TR2092|                                                           dddmmss.s |
 TR2092| CF7713 COTTON RM 2                           5.427 METERS 08219     |
 TR2092| TR2083 PINE RESET                          APPROX. 1.5 KM 0954319.4 |
 TR2092| TR2087 SHAW IS STANDARD OIL CO TANK        APPROX. 1.1 KM 1563741.8 |
 TR2092| CF7712 COTTON RM 1                          14.420 METERS 31721     |
 TR2092|---------------------------------------------------------------------|
 TR2092
 TR2092                          SUPERSEDED SURVEY CONTROL
 TR2092
 TR2092  NAD 83(1986)-  48 35 34.37377(N)    122 56 05.18435(W) AD(       ) 3
 TR2092  NAD 27      -  48 35 35.01000(N)    122 56 00.54400(W) AD(       ) 3
 TR2092
 TR2092.Superseded values are not recommended for survey control.
 TR2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2092.See file dsdata.txt to determine how the superseded data were derived.
 TR2092
 TR2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0481082202(NAD 83)
 TR2092
 TR2092  HISTORY     - Date     Condition        Report By
 TR2092  HISTORY     - 1894     MONUMENTED       CGS
 TR2092  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2092  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TR2092  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2092  HISTORY     - 20010331 GOOD             NGS
 TR2092
 TR2092                          STATION DESCRIPTION
 TR2092
 TR2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2092'ON ORCAS ISLAND, 1/3 MILE W FROM SIGNAL SNAKE.  SIGNALS PINE AND
 TR2092'POST ARE VISIBLE FROM HERE, THE ONLY POINT ON ORCAS ISLAND FROM
 TR2092'WHICH IT IS POSSIBLE.  PINE IS SEEN THROUGH GAP IN BACK OF
 TR2092'HEADLAND ON WHICH STATION SNAKE IS LOCATED.  STATION IS ON A LOW
 TR2092'POINT OF ROCK, 8 OR 9 FEET OUTSIDE OF GRASS, 12 FEET BACK FROM
 TR2092'EXTREME POINT, AND 4 OR 5 FEET ABOVE HIGH TIDES.  AT THIS POINT
 TR2092'THERE WAS AN OLD HYDROGRAPHIC SIGNAL MARKED BY A SHALLOW INCH
 TR2092'HOLE.  STATION IS MARKED BY A 1/2-INCH HOLE, 1-1/2 INCHES
 TR2092'DEEP, DRILLED INTO CENTER OF OLD HOLE.
 TR2092
 TR2092                          STATION RECOVERY (1940)
 TR2092
 TR2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2092'THE DRILL HOLE WAS RECOVERED AND RE-MARKED WITH STANDARD DISK
 TR2092'STAMPED COTTON 1894-1940.  TWO REFERENCE MARKS WERE PLACED, STAMPED
 TR2092'IN LIKE MANNER.
 TR2092'
 TR2092'ON THE N SIDE OF HARVEY CHANNEL, S SIDE OF ORCAS ISLAND, ON THE
 TR2092'PROMINENT POINT FACING THE E SIDE OF THE SMALL BAY IN WHICH THE
 TR2092'VILLAGE OF ORCAS IS LOCATED.  THIS POINT IS A DOUBLE POINT, THE
 TR2092'WESTERN PART BEING A DETACHED ISLET AND ABOUT 100 METERS W OF THE
 TR2092'STATION.  ABOUT 20 METERS W OF THE STATION IS A CLIFF WHICH RISES
 TR2092'ABOUT 20 FEET FRON THE WATERS EDGE.  STATION IS DIRECTLY
 TR2092'OPPOSITE BLIND ISLAND, 2 METERS BACK FROM THE HIGH-WATER LINE, 1
 TR2092'METER OUT FROM THE GRASS LINE AND 2 FEET ABOVE HIGH WATER.
 TR2092'
 TR2092'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 TR2092'IN OUTCROPPING BEDROCK.
 TR2092'
 TR2092'REFERENCE MARK NO.1 IS DISTANT 14.415 METERS, NO.2 IS DISTANT
 TR2092'5.430 METERS.
 TR2092
 TR2092                          STATION RECOVERY (1947)
 TR2092
 TR2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (HAK)
 TR2092'RECOVERED AS DESCRIBED IN 1940.
 TR2092'
 TR2092'STATION IS LOCATED ON THE S SIDE OF ORCAS ISLAND, ON THE N SIDE
 TR2092'OF HARNEY ISLAND, ON THE PROMINENT POINT FACING THE E SIDE OF THE
 TR2092'SMALL BAY IN WHICH THE VILLAGE OF ORCAS IS LOCATED.  THIS IS A
 TR2092'DOUBLE POINT, THE W PART BEING A DETACHED ISLET ABOUT 100 METERS
 TR2092'W OF THE STATION.  ABOUT 20 METERS W OF THE STATION IS A CLIFF
 TR2092'WHICH RISES ABOUT 20 FEET FROM THE WATERS EDGE.  THE STATION IS
 TR2092'DIRECTLY OPPOSITE BLIND ISLAND, 2 METERS BACK FROM THE
 TR2092'HIGH-WATER LINE, 1 METER OUT FROM THE GRASS LINE, AND 2 FEET
 TR2092'ABOVE THE HIGH-WATER LINE.
 TR2092'
 TR2092'STATION MARK IS A BRONZE DISK WEDGED IN A DRILL HOLE IN
 TR2092'OUTCROPPING BEDROCK.  IT IS STAMPED COTTON 1894 1940.
 TR2092'
 TR2092'REFERENCE MARK 1 IS NW OF THE STATION AND SET IN A DRILL HOLE IN
 TR2092'OUTCROPPING BEDROCK.  IT IS A BRONZE DISK STAMPED COTTON 1 1894
 TR2092'1940.
 TR2092'
 TR2092'REFERENCE MARK 2 IS NNE OF THE STATION AND SET IN A DRILL HOLE IN
 TR2092'OUTCROPPING BEDROCK.  IT IS A BRONZE DISK STAMPED COTTON 2 1894
 TR2092'1940.
 TR2092
 TR2092                          STATION RECOVERY (1973)
 TR2092
 TR2092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JJW)
 TR2092'STATION FOUND AS DESCRIBED, NEW ELEV ESTABLISHED.
 TR2092
 TR2092                          STATION RECOVERY (2001)
 TR2092
 TR2092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2092'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2252 ***********************************************************************
 RD2252  DESIGNATION -  COTTONWOOD
 RD2252  PID         -  RD2252
 RD2252  STATE/COUNTY-  WA/CLARK
 RD2252  USGS QUAD   -  WASHOUGAL (1994)
 RD2252
 RD2252                         *CURRENT SURVEY CONTROL
 RD2252  ___________________________________________________________________
 RD2252* NAD 83(1991)-  45 33 32.15405(N)    122 18 11.32864(W)     ADJUSTED  
 RD2252* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 RD2252  ___________________________________________________________________
 RD2252  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 RD2252  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 RD2252
 RD2252  HORZ ORDER  -  THIRD
 RD2252
 RD2252.The horizontal coordinates were established by classical geodetic methods
 RD2252.and adjusted by the National Geodetic Survey in December 1991..
 RD2252
 RD2252.The orthometric height was scaled from a topographic map.
 RD2252
 RD2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2252
 RD2252.The geoid height was determined by GEOID03.
 RD2252
 RD2252;                    North         East     Units Scale Factor Converg.
 RD2252;SPC WA S     -    26,685.113   359,218.548   MT  1.00007347   -1 18 35.3
 RD2252;SPC WA S     -    87,549.41  1,178,536.19   sFT  1.00007347   -1 18 35.3
 RD2252;SPC OR N     -   211,844.414 2,359,239.895   MT  0.99991775   -1 16 43.6
 RD2252;SPC OR N     -   695,027.60  7,740,288.37   iFT  0.99991775   -1 16 43.6
 RD2252;UTM  10      - 5,045,279.815   554,386.059   MT  0.99963636   +0 29 51.2
 RD2252
 RD2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2252!SPC WA S     -   1.00000226  x   1.00007347  =   1.00007573
 RD2252!SPC OR N     -   1.00000226  x   0.99991775  =   0.99992001
 RD2252!UTM  10      -   1.00000226  x   0.99963636  =   0.99963862
 RD2252
 RD2252|---------------------------------------------------------------------|
 RD2252| PID    Reference Object                     Distance      Geod. Az  |
 RD2252|                                                           dddmmss.s |
 RD2252| CE2450 COTTONWOOD RM 1                       6.102 METERS 00045     |
 RD2252| CE2451 COTTONWOOD RM 2                      12.618 METERS 09118     |
 RD2252| RD2205 CLIFF 2                             APPROX. 5.1 KM 1141757.1 |
 RD2252|---------------------------------------------------------------------|
 RD2252
 RD2252                          SUPERSEDED SURVEY CONTROL
 RD2252
 RD2252  NAD 83(1991)-  45 33 32.15405(N)    122 18 11.32864(W) AD(       ) 3
 RD2252  NAD 83(1986)-  45 33 32.16680(N)    122 18 11.33399(W) AD(       ) 3
 RD2252  NAD 27      -  45 33 32.72940(N)    122 18 07.00730(W) AD(       ) 3
 RD2252
 RD2252.Superseded values are not recommended for survey control.
 RD2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2252.See file dsdata.txt to determine how the superseded data were derived.
 RD2252
 RD2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5438645280(NAD 83)
 RD2252_MARKER: Z = SEE DESCRIPTION
 RD2252_SETTING: 0 = UNSPECIFIED SETTING
 RD2252
 RD2252  HISTORY     - Date     Condition        Report By
 RD2252  HISTORY     - 1946     MONUMENTED       CGS
 RD2252
 RD2252                          STATION DESCRIPTION
 RD2252
 RD2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2252'STATION IS LOCATED ON THE N BANK OF THE COLUMBIA RIVER OPPOSITE
 RD2252'REED ISLAND.  IT IS ABOUT 3.9 MILES E OF WASHOUGAL AND ABOUT 1.25
 RD2252'MILES E OF COTTONWOOD POINT.  SET AT THE TOP OF A BLUFF ABOUT
 RD2252'MIDWAY IN AN OPEN MEADOW FIELD AND ABOUT MIDWAY IN THE OPENING OF
 RD2252'COTTONWOOD TREES ALONG THE BANK OF RIVER.  IT IS ABOUT 300 METERS
 RD2252'W OF THE N-S FENCE AND ABOUT 300 METERS S OF THE E-W FENCE.  IT IS
 RD2252'ABOUT 40 METERS W OF A BREAK OF COTTONWOOD TREES ALONG THE BANK,
 RD2252'AND 3.2 METERS N FROM THE EDGE OF BLUFF.  LINE TO CLIFF 2, 1938,
 RD2252'CUTS A FEW YARDS INSIDE OF TREE LINE ON THE E POINT OF REED ISLAND.
 RD2252'THE INTERSECTION OF THE N SIDE OF MT. HOOD WITH THE SKY LINE IS IN
 RD2252'LINE WITH THE EDGE OF THE E POINT OF TREES ON REED ISLAND, AND THE
 RD2252'INTERSECTION OF THE S SIDE OF MT. HOOD IS IN LINE WITH VISTA HOUSE
 RD2252'CROWN POINT.  THE MARK IS A BRONZE STATION DISK STAMPED COTTONWOOD
 RD2252'1946 AND IS SET IN A 12-INCH SQUARE CONCRETE BLOCK FLUSH WITH THE
 RD2252'GROUND AND IS 30 INCHES IN THE GROUND.
 RD2252'
 RD2252'REFERENCE MARK 1 IS SET IN A CONCRETE BLOCK 30 INCHES IN THE GROUND
 RD2252'AND 12 INCHES SQUARE AT THE TOP.  IT IS 9.3 METERS N FROM THE EDGE
 RD2252'OF THE BLUFF AND 6.1025 METERS (20.020 FEET) N OF THE STATION.  IT IS
 RD2252'A BRONZE REFERENCE DISK STAMPED COTTONWOOD NO. 1 1946.
 RD2252'
 RD2252'REFERENCE MARK 2 IS SET IN A CONCRETE BLOCK 30 INCHES IN DEPTH AND 10
 RD2252'INCHES SQUARE AT THE TOP.  IT IS 12.6178 METERS (41.398 FEET) E OF
 RD2252'THE STATION AND 6.5 METERS INSHORE FROM THE EDGE OF THE BLUFF.  IT IS
 RD2252'A BRONZE REFERENCE DISK STAMPED COTTONWOOD NO. 2 1946.
 RD2252'
 RD2252'SOME CLEARING WAS DONE IN 1946 IN THE WILLOWS ALONG THE EDGE OF
 RD2252'THE BLUFF.  THE BEST WAY TO REACH THE STATION IS TO GO BY BOAT,
 RD2252'APPROACHING FROM THE WESTWARD PAST COTTONWOOD POINT AND ALONG THE N
 RD2252'SHORE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1925 ***********************************************************************
 SA1925  DESIGNATION -  COTTONWOOD
 SA1925  PID         -  SA1925
 SA1925  STATE/COUNTY-  WA/WALLA WALLA
 SA1925  USGS QUAD   -  WALLA WALLA (1978)
 SA1925
 SA1925                         *CURRENT SURVEY CONTROL
 SA1925  ___________________________________________________________________
 SA1925* NAD 83(1991)-  46 00 02.05768(N)    118 15 24.44081(W)     ADJUSTED  
 SA1925* NAVD 88     -       445.8    (meters)    1463.     (feet)  VERTCON   
 SA1925  ___________________________________________________________________
 SA1925  LAPLACE CORR-          14.18  (seconds)                    DEFLEC99
 SA1925  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 SA1925
 SA1925  HORZ ORDER  -  THIRD
 SA1925
 SA1925.The horizontal coordinates were established by classical geodetic methods
 SA1925.and adjusted by the National Geodetic Survey in October 1991..
 SA1925
 SA1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1925
 SA1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1925
 SA1925.The geoid height was determined by GEOID03.
 SA1925
 SA1925;                    North         East     Units Scale Factor Converg.
 SA1925;SPC WA S     -    76,634.218   673,735.445   MT  0.99996628   +1 37 46.1
 SA1925;SPC WA S     -   251,424.10  2,210,413.71   sFT  0.99996628   +1 37 46.1
 SA1925;SPC OR N     -   261,770.445 2,673,742.426   MT  1.00000015   +1 35 27.1
 SA1925;SPC OR N     -   858,826.92  8,772,120.82   iFT  1.00000015   +1 35 27.1
 SA1925;UTM  11      - 5,094,878.822   402,685.174   MT  0.99971642   -0 54 14.9
 SA1925
 SA1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1925!SPC WA S     -   0.99993328  x   0.99996628  =   0.99989956
 SA1925!SPC OR N     -   0.99993328  x   1.00000015  =   0.99993343
 SA1925!UTM  11      -   0.99993328  x   0.99971642  =   0.99964972
 SA1925
 SA1925:                Primary Azimuth Mark                     Grid Az
 SA1925:SPC WA S     -  COTTONWOOD AZ MK                         086 12 47.1
 SA1925:SPC OR N     -  COTTONWOOD AZ MK                         086 15 06.1
 SA1925:UTM  11      -  COTTONWOOD AZ MK                         088 44 48.1
 SA1925
 SA1925|---------------------------------------------------------------------|
 SA1925| PID    Reference Object                     Distance      Geod. Az  |
 SA1925|                                                           dddmmss.s |
 SA1925| CF4718 COTTONWOOD AZ MK                                   0875033.2 |
 SA1925| CF4719 COTTONWOOD RM 1                      15.520 METERS 10711     |
 SA1925| CF4720 COTTONWOOD RM 2                      11.150 METERS 18534     |
 SA1925| SA1916 WALLA WALLA RAD STA KTEL MAST       APPROX. 7.8 KM 3132523.7 |
 SA1925| SA1920 WALLA WALLA COUNTY AIRPORT BEACON   APPROX.10.0 KM 3485411.2 |
 SA1925|---------------------------------------------------------------------|
 SA1925
 SA1925                          SUPERSEDED SURVEY CONTROL
 SA1925
 SA1925  NAD 83(1986)-  46 00 02.06083(N)    118 15 24.43502(W) AD(       ) 3
 SA1925  NAD 27      -  46 00 02.58121(N)    118 15 20.58408(W) AD(       ) 3
 SA1925  NGVD 29 (07/19/86)  444.8    (m)         1459.     (f) VERT ANG       
 SA1925
 SA1925.Superseded values are not recommended for survey control.
 SA1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1925.See file dsdata.txt to determine how the superseded data were derived.
 SA1925
 SA1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML0268594879(NAD 83)
 SA1925_MARKER: DS = TRIANGULATION STATION DISK
 SA1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1925+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2003
 SA1925
 SA1925  HISTORY     - Date     Condition        Report By
 SA1925  HISTORY     - 1963     MONUMENTED       CGS
 SA1925  HISTORY     - 20030907 GOOD             GEOCAC
 SA1925
 SA1925                          STATION DESCRIPTION
 SA1925
 SA1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 SA1925'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF WALLA WALLA,
 SA1925'WASHINGTON, 8 MILES EAST-NORTHEAST OF MILTON-FREEWATER, OREGON,
 SA1925'AND NEAR THE EAST-WEST BOUNDARY BETWEEN OREGON AND WASHINGTON.
 SA1925'
 SA1925'TO REACH FROM THE INTERSECTION OF 2ND AND ALDER STREET IN WALLA
 SA1925'WALLA, GO EAST ON E ALDER STREET FOR 0.45 MILE TO A TRAFFIC LIGHT AT
 SA1925'INTERSECTION WITH S PARK AVE., TURN RIGHT, SOUTH, AND GO 0.55 MILE
 SA1925'TO INTERSECTION OF S PARK AVE. AND S HOWARD STREET, CONTINUE SOUTH,
 SA1925'ON S HOWARD STREET WHICH LEADS INTO POWERLINE ROAD FOR 2.5 MILES TO
 SA1925'A CROSSROAD.  TURN LEFT, EAST, ON COTTONWOOD RD. FOR 1.7 MILES TO A
 SA1925'SIDE ROAD RIGHT WHICH IS HOOD RD., TURN RIGHT, SOUTH, ON HOOD RD.
 SA1925'FOR 1.2 MILES TO A T INTERSECTION, TURN LEFT, EAST AND SOUTH ON A
 SA1925'GRAVEL ROAD FOR 1.1 MILES TO A FORK.  TAKE THE LEFT FORK, EAST, ON A
 SA1925'DIRT ROAD FOR 0.45 MILE TO A FORK, TURN LEFT, EAST AND THEN NORTH FOR
 SA1925'0.35 MILE TO STATION ON THE LEFT AT FENCE CORNER WHERE ROAD TURNS
 SA1925'BACK TO THE EAST.
 SA1925'
 SA1925'THE STATION MARK IS A STANDARD DISK, STAMPED COTTONWOOD 1963, SET IN
 SA1925'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 38
 SA1925'FEET NORTHWEST OF CENTERLINE OF CURVE IN THE ROAD, 11.5 FEET
 SA1925'SOUTHEAST OF FENCE CORNER, 6 FEET EAST OF FENCE, 4 FEET NORTHEAST
 SA1925'OF A METAL WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 SA1925'
 SA1925'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COTTONWOOD NO 1 1963,
 SA1925'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 SA1925'IS 18 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF A
 SA1925'FENCE, AND 6.1 FEET LOWER THAN THE STATION.
 SA1925'
 SA1925'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COTTONWOOD NO 2 1963,
 SA1925'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 SA1925'GROUND.  IT IS 22 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 SA1925'EAST OF A FENCE, 6 FEET HIGHER THAN THE ROAD, AND ABOUT 2 FEET HIGHER
 SA1925'THAN THE STATION.
 SA1925'
 SA1925'AZIMUTH MARK IS A STANDARD DISK, STAMPED COTTONWOOD 1963, SET IN
 SA1925'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS 11
 SA1925'FEET NORTH OF THE ROAD, 3 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 2
 SA1925'FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT THE SAME
 SA1925'ELEVATION AS THE ROAD.  TO REACH AZIMUTH MARK FROM STATION GO EAST
 SA1925'ON THE DIRT ROAD FOR 0.2 TO AZIMUTH MARK ON THE LEFT.
 SA1925
 SA1925                          STATION RECOVERY (2003)
 SA1925
 SA1925'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA1925'STATION MARK AND AZIMUTH FOUND REF 1 AND REF 2 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1395 ***********************************************************************
 SC1395  DESIGNATION -  COTTONWOOD IS LOW DIKE DOLPHIN
 SC1395  PID         -  SC1395
 SC1395  STATE/COUNTY-  WA/COWLITZ
 SC1395  USGS QUAD   -  RAINIER (1990)
 SC1395
 SC1395                         *CURRENT SURVEY CONTROL
 SC1395  ___________________________________________________________________
 SC1395* NAD 83(1991)-  46 05 02.80079(N)    122 54 05.60884(W)     ADJUSTED  
 SC1395* NAVD 88     -                                                        
 SC1395  ___________________________________________________________________
 SC1395  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 SC1395  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SC1395
 SC1395  HORZ ORDER  -  THIRD
 SC1395
 SC1395.The horizontal coordinates were established by classical geodetic methods
 SC1395.and adjusted by the National Geodetic Survey in December 1991..
 SC1395
 SC1395
 SC1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1395
 SC1395.The geoid height was determined by GEOID03.
 SC1395
 SC1395;                    North         East     Units Scale Factor Converg.
 SC1395;SPC WA S     -    86,276.244   314,286.986   MT  0.99995258   -1 44 40.1
 SC1395;SPC WA S     -   283,057.98  1,031,123.22   sFT  0.99995258   -1 44 40.1
 SC1395;SPC OR N     -   271,404.613 2,314,272.660   MT  1.00002248   -1 42 11.3
 SC1395;SPC OR N     -   890,435.08  7,592,758.07   iFT  1.00002248   -1 42 11.3
 SC1395;UTM  10      - 5,103,397.617   507,611.032   MT  0.99960071   +0 04 15.3
 SC1395
 SC1395                          SUPERSEDED SURVEY CONTROL
 SC1395
 SC1395  NAD 83(1991)-  46 05 02.80079(N)    122 54 05.60884(W) AD(       ) 4
 SC1395  NAD 83(1986)-  46 05 02.81717(N)    122 54 05.60474(W) AD(       ) 4
 SC1395  NAD 27      -  46 05 03.40874(N)    122 54 01.21087(W) AD(       ) 3
 SC1395
 SC1395.Superseded values are not recommended for survey control.
 SC1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1395.See file dsdata.txt to determine how the superseded data were derived.
 SC1395
 SC1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0761103398(NAD 83)
 SC1395
 SC1395  HISTORY     - Date     Condition        Report By
 SC1395  HISTORY     - 1937     MONUMENTED       CGS
 SC1395  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1395
 SC1395                          STATION DESCRIPTION
 SC1395
 SC1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1395'THIS STATION IS ONE OF THE CENTERS OF HIGHER PILES RISING FROM
 SC1395'MIDDLE OF 7-PILE DOLPHINS, THE LATTERS SITUATED AT DESIGNATED
 SC1395'ENDS OF THE DIKE.
 SC1395
 SC1395                          STATION RECOVERY (1949)
 SC1395
 SC1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1395'STATION LOST.  DOLPHIN ROTTED OFF AT WATER SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1476 ***********************************************************************
 SC1476  DESIGNATION -  COTTONWOOD IS LOWER F RNG LT
 SC1476  PID         -  SC1476
 SC1476  STATE/COUNTY-  WA/COWLITZ
 SC1476  USGS QUAD   -  RAINIER (1990)
 SC1476
 SC1476                         *CURRENT SURVEY CONTROL
 SC1476  ___________________________________________________________________
 SC1476* NAD 83(1991)-  46 04 18.66117(N)    122 53 10.36978(W)     ADJUSTED  
 SC1476* NAVD 88     -                                                        
 SC1476  ___________________________________________________________________
 SC1476  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 SC1476  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SC1476
 SC1476  HORZ ORDER  -  THIRD
 SC1476
 SC1476.The horizontal coordinates were established by classical geodetic methods
 SC1476.and adjusted by the National Geodetic Survey in December 1991..
 SC1476
 SC1476
 SC1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1476
 SC1476.The geoid height was determined by GEOID03.
 SC1476
 SC1476;                    North         East     Units Scale Factor Converg.
 SC1476;SPC WA S     -    84,878.073   315,431.970   MT  0.99995446   -1 44 00.0
 SC1476;SPC WA S     -   278,470.81  1,034,879.72   sFT  0.99995446   -1 44 00.0
 SC1476;SPC OR N     -   270,007.172 2,315,418.727   MT  1.00001907   -1 41 32.2
 SC1476;SPC OR N     -   885,850.30  7,596,518.13   iFT  1.00001907   -1 41 32.2
 SC1476;UTM  10      - 5,102,036.899   508,799.315   MT  0.99960095   +0 04 55.0
 SC1476
 SC1476                          SUPERSEDED SURVEY CONTROL
 SC1476
 SC1476  NAD 83(1991)-  46 04 18.66116(N)    122 53 10.36979(W) AD(       ) 4
 SC1476  NAD 83(1986)-  46 04 18.67733(N)    122 53 10.36530(W) AD(       ) 4
 SC1476  NAD 27      -  46 04 19.26830(N)    122 53 05.97369(W) AD(       ) 3
 SC1476
 SC1476.Superseded values are not recommended for survey control.
 SC1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1476.See file dsdata.txt to determine how the superseded data were derived.
 SC1476
 SC1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0879902037(NAD 83)
 SC1476
 SC1476  HISTORY     - Date     Condition        Report By
 SC1476  HISTORY     - 1937     MONUMENTED       CGS
 SC1476  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1476
 SC1476                          STATION DESCRIPTION
 SC1476
 SC1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1476'SEE COTTONWOOD IS LOWER F RANGE LT 1938
 SC1476
 SC1476                          STATION RECOVERY (1949)
 SC1476
 SC1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1476'THIS LIGHT HAS BEEN DISMANTLED AND THE STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1484 ***********************************************************************
 SC1484  DESIGNATION -  COTTONWOOD IS LOWER R RNG LT
 SC1484  PID         -  SC1484
 SC1484  STATE/COUNTY-  WA/COWLITZ
 SC1484  USGS QUAD   -  RAINIER (1990)
 SC1484
 SC1484                         *CURRENT SURVEY CONTROL
 SC1484  ___________________________________________________________________
 SC1484* NAD 83(1991)-  46 04 10.79990(N)    122 52 54.94803(W)     ADJUSTED  
 SC1484* NAVD 88     -                                                        
 SC1484  ___________________________________________________________________
 SC1484  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 SC1484  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SC1484
 SC1484  HORZ ORDER  -  THIRD
 SC1484
 SC1484.The horizontal coordinates were established by classical geodetic methods
 SC1484.and adjusted by the National Geodetic Survey in December 1991..
 SC1484
 SC1484
 SC1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1484
 SC1484.The geoid height was determined by GEOID03.
 SC1484
 SC1484;                    North         East     Units Scale Factor Converg.
 SC1484;SPC WA S     -    84,625.457   315,755.885   MT  0.99995480   -1 43 48.8
 SC1484;SPC WA S     -   277,642.02  1,035,942.43   sFT  0.99995480   -1 43 48.8
 SC1484;SPC OR N     -   269,754.772 2,315,742.843   MT  1.00001846   -1 41 21.2
 SC1484;SPC OR N     -   885,022.22  7,597,581.51   iFT  1.00001846   -1 41 21.2
 SC1484;UTM  10      - 5,101,794.756   509,130.952   MT  0.99960102   +0 05 06.1
 SC1484
 SC1484                          SUPERSEDED SURVEY CONTROL
 SC1484
 SC1484  NAD 83(1991)-  46 04 10.79990(N)    122 52 54.94804(W) AD(       ) 4
 SC1484  NAD 83(1986)-  46 04 10.81604(N)    122 52 54.94346(W) AD(       ) 4
 SC1484  NAD 27      -  46 04 11.40683(N)    122 52 50.55232(W) AD(       ) 3
 SC1484
 SC1484.Superseded values are not recommended for survey control.
 SC1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1484.See file dsdata.txt to determine how the superseded data were derived.
 SC1484
 SC1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0913101795(NAD 83)
 SC1484
 SC1484  HISTORY     - Date     Condition        Report By
 SC1484  HISTORY     - 1937     MONUMENTED       CGS
 SC1484  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SC1484  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1484
 SC1484                          STATION DESCRIPTION
 SC1484
 SC1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 SC1484'SEE COTTONWOOD IS LOWER F RANGE LT 1938 (FOR ORIG. DESC.)
 SC1484
 SC1484                          STATION RECOVERY (1938)
 SC1484
 SC1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (RWK)
 SC1484'STRUCTURE REMAINS, BUT LIGHT AND DAY MARK REMOVED.
 SC1484
 SC1484                          STATION RECOVERY (1949)
 SC1484
 SC1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1484'THIS LIGHT HAS BEEN DISMANTLED AND THE STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1488 ***********************************************************************
 SC1488  DESIGNATION -  COTTONWOOD IS LOWER REAR LT
 SC1488  PID         -  SC1488
 SC1488  STATE/COUNTY-  WA/COWLITZ
 SC1488  USGS QUAD   -  RAINIER (1990)
 SC1488
 SC1488                         *CURRENT SURVEY CONTROL
 SC1488  ___________________________________________________________________
 SC1488* NAD 83(1991)-  46 03 53.93159(N)    122 52 51.20318(W)     ADJUSTED  
 SC1488* NAVD 88     -                                                        
 SC1488  ___________________________________________________________________
 SC1488  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 SC1488  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SC1488
 SC1488  HORZ ORDER  -  THIRD
 SC1488
 SC1488.The horizontal coordinates were established by classical geodetic methods
 SC1488.and adjusted by the National Geodetic Survey in December 1991..
 SC1488
 SC1488
 SC1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1488
 SC1488.The geoid height was determined by GEOID03.
 SC1488
 SC1488;                    North         East     Units Scale Factor Converg.
 SC1488;SPC WA S     -    84,102.467   315,820.605   MT  0.99995553   -1 43 46.1
 SC1488;SPC WA S     -   275,926.18  1,036,154.77   sFT  0.99995553   -1 43 46.1
 SC1488;SPC OR N     -   269,231.795 2,315,807.942   MT  1.00001718   -1 41 18.6
 SC1488;SPC OR N     -   883,306.41  7,597,795.09   iFT  1.00001718   -1 41 18.6
 SC1488;UTM  10      - 5,101,274.263   509,212.178   MT  0.99960104   +0 05 08.8
 SC1488
 SC1488                          SUPERSEDED SURVEY CONTROL
 SC1488
 SC1488  NAD 83(1991)-  46 03 53.93159(N)    122 52 51.20318(W) AD(       ) 4
 SC1488  NAD 83(1986)-  46 03 53.94770(N)    122 52 51.19864(W) AD(       ) 4
 SC1488  NAD 27      -  46 03 54.53865(N)    122 52 46.80846(W) AD(       ) 3
 SC1488
 SC1488.Superseded values are not recommended for survey control.
 SC1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1488.See file dsdata.txt to determine how the superseded data were derived.
 SC1488
 SC1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0921201274(NAD 83)
 SC1488
 SC1488  HISTORY     - Date     Condition        Report By
 SC1488  HISTORY     - 1913     MONUMENTED       CGS
 SC1488  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SC1488  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1488
 SC1488                          STATION DESCRIPTION
 SC1488
 SC1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EBL)
 SC1488'THIS STATION IS ONE OF THE CENTERS OF HIGHER PILES RISING FROM
 SC1488'MIDDLE OF 7-PILE DOLPHINS, THE LATTERS SITUATED AT DESIGNATED
 SC1488'ENDS OF THE DIKES.
 SC1488
 SC1488                          STATION RECOVERY (1937)
 SC1488
 SC1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1488'THIS STATION IS LOCATED ALONG THE COLUMBIA RIVER AND COASTS OF
 SC1488'OREGON AND NORTHERN CALIFORNIA, AND IS LOST.
 SC1488
 SC1488                          STATION RECOVERY (1949)
 SC1488
 SC1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1488'STATION LOST.  RANGE HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1391 ***********************************************************************
 SC1391  DESIGNATION -  COTTONWOOD IS MID DIKE LT DOLP
 SC1391  PID         -  SC1391
 SC1391  STATE/COUNTY-  WA/COWLITZ
 SC1391  USGS QUAD   -  RAINIER (1990)
 SC1391
 SC1391                         *CURRENT SURVEY CONTROL
 SC1391  ___________________________________________________________________
 SC1391* NAD 83(1991)-  46 04 41.99030(N)    122 53 37.54754(W)     ADJUSTED  
 SC1391* NAVD 88     -                                                        
 SC1391  ___________________________________________________________________
 SC1391  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 SC1391  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SC1391
 SC1391  HORZ ORDER  -  THIRD
 SC1391
 SC1391.The horizontal coordinates were established by classical geodetic methods
 SC1391.and adjusted by the National Geodetic Survey in December 1991..
 SC1391
 SC1391
 SC1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1391
 SC1391.The geoid height was determined by GEOID03.
 SC1391
 SC1391;                    North         East     Units Scale Factor Converg.
 SC1391;SPC WA S     -    85,615.706   314,870.078   MT  0.99995346   -1 44 19.8
 SC1391;SPC WA S     -   280,890.86  1,033,036.25   sFT  0.99995346   -1 44 19.8
 SC1391;SPC OR N     -   270,744.450 2,314,856.269   MT  1.00002086   -1 41 51.4
 SC1391;SPC OR N     -   888,269.19  7,594,672.80   iFT  1.00002086   -1 41 51.4
 SC1391;UTM  10      - 5,102,756.108   508,214.545   MT  0.99960083   +0 04 35.5
 SC1391
 SC1391                          SUPERSEDED SURVEY CONTROL
 SC1391
 SC1391  NAD 83(1991)-  46 04 41.99029(N)    122 53 37.54754(W) AD(       ) 4
 SC1391  NAD 83(1986)-  46 04 42.00658(N)    122 53 37.54326(W) AD(       ) 4
 SC1391  NAD 27      -  46 04 42.59787(N)    122 53 33.15058(W) AD(       ) 3
 SC1391
 SC1391.Superseded values are not recommended for survey control.
 SC1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1391.See file dsdata.txt to determine how the superseded data were derived.
 SC1391
 SC1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0821502756(NAD 83)
 SC1391
 SC1391  HISTORY     - Date     Condition        Report By
 SC1391  HISTORY     - 1937     MONUMENTED       CGS
 SC1391  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SC1391  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1391
 SC1391                          STATION DESCRIPTION
 SC1391
 SC1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1391'THIS STATION IS ONE OF THE CENTERS OF HIGHER PILES RISING FROM
 SC1391'THE MIDDLE OF 7-PILE DOLPHINS.  THE OIL LANTERNS ARE SUSPENDED
 SC1391'TOWARDS THE CHANNELS (GENERALLY) BY MEANS OF SHORT ARMS, AND ARE
 SC1391'THEREFORE ECCENTRIC WITH RESPECT TO STATIONS.  (SEE LIGHTS (POST
 SC1391'LANTERN) LISTING).
 SC1391
 SC1391                          STATION RECOVERY (1948)
 SC1391
 SC1391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 SC1391'REPORT FROM NOTICE TO MARINERS NO. 24 DATED 6/12/48--
 SC1391'
 SC1391'COTTONWOOD ISLAND MIDDLE DIKE LIGHT WHICH WAS REBUILT AND RENAMED
 SC1391'IN 1939 AS COTTONWOOD ISLAND LOWER DIKE LIGHT HAS BEEN DESTROYED.
 SC1391
 SC1391                          STATION RECOVERY (1949)
 SC1391
 SC1391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1391'THIS LIGHT HAS BEEN DISMANTLED AND THE STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1478 ***********************************************************************
 SC1478  DESIGNATION -  COTTONWOOD IS UP AND LOW F LT
 SC1478  PID         -  SC1478
 SC1478  STATE/COUNTY-  WA/COWLITZ
 SC1478  USGS QUAD   -  RAINIER (1990)
 SC1478
 SC1478                         *CURRENT SURVEY CONTROL
 SC1478  ___________________________________________________________________
 SC1478* NAD 83(1991)-  46 04 04.58216(N)    122 53 07.75436(W)     ADJUSTED  
 SC1478* NAVD 88     -                                                        
 SC1478  ___________________________________________________________________
 SC1478  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 SC1478  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SC1478
 SC1478  HORZ ORDER  -  THIRD
 SC1478
 SC1478.The horizontal coordinates were established by classical geodetic methods
 SC1478.and adjusted by the National Geodetic Survey in December 1991..
 SC1478
 SC1478
 SC1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1478
 SC1478.The geoid height was determined by GEOID03.
 SC1478
 SC1478;                    North         East     Units Scale Factor Converg.
 SC1478;SPC WA S     -    84,441.892   315,475.003   MT  0.99995507   -1 43 58.1
 SC1478;SPC WA S     -   277,039.77  1,035,020.91   sFT  0.99995507   -1 43 58.1
 SC1478;SPC OR N     -   269,570.994 2,315,462.075   MT  1.00001799   -1 41 30.3
 SC1478;SPC OR N     -   884,419.27  7,596,660.35   iFT  1.00001799   -1 41 30.3
 SC1478;UTM  10      - 5,101,602.454   508,856.123   MT  0.99960096   +0 04 56.9
 SC1478
 SC1478                          SUPERSEDED SURVEY CONTROL
 SC1478
 SC1478  NAD 83(1991)-  46 04 04.58216(N)    122 53 07.75436(W) AD(       ) 4
 SC1478  NAD 83(1986)-  46 04 04.59829(N)    122 53 07.74983(W) AD(       ) 4
 SC1478  NAD 27      -  46 04 05.18960(N)    122 53 03.35742(W) AD(       ) 3
 SC1478
 SC1478.Superseded values are not recommended for survey control.
 SC1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1478.See file dsdata.txt to determine how the superseded data were derived.
 SC1478
 SC1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0885601602(NAD 83)
 SC1478
 SC1478  HISTORY     - Date     Condition        Report By
 SC1478  HISTORY     - UNK      MONUMENTED
 SC1478  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SC1478  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1478
 SC1478                          STATION DESCRIPTION
 SC1478
 SC1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1478'THIS STATION IS ALONG THE COLUMBIA RIVER AND COASTS OF OREGON AND
 SC1478'NORTHERN CALIFORNIA, AND HAS BEEN LOST.
 SC1478
 SC1478                          STATION RECOVERY (1949)
 SC1478
 SC1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1478'STATION LOST.  RANGE REBUILT IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1390 ***********************************************************************
 SC1390  DESIGNATION -  COTTONWOOD IS UP REAR LT 1913
 SC1390  PID         -  SC1390
 SC1390  STATE/COUNTY-  WA/COWLITZ
 SC1390  USGS QUAD   -  RAINIER (1990)
 SC1390
 SC1390                         *CURRENT SURVEY CONTROL
 SC1390  ___________________________________________________________________
 SC1390* NAD 83(1991)-  46 04 41.25191(N)    122 53 13.83621(W)     ADJUSTED  
 SC1390* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC1390  ___________________________________________________________________
 SC1390  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 SC1390  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SC1390
 SC1390  HORZ ORDER  -  THIRD
 SC1390
 SC1390.The horizontal coordinates were established by classical geodetic methods
 SC1390.and adjusted by the National Geodetic Survey in December 1991..
 SC1390
 SC1390.The orthometric height was scaled from a topographic map.
 SC1390
 SC1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1390
 SC1390.The geoid height was determined by GEOID03.
 SC1390
 SC1390;                    North         East     Units Scale Factor Converg.
 SC1390;SPC WA S     -    85,577.482   315,378.621   MT  0.99995349   -1 44 02.5
 SC1390;SPC WA S     -   280,765.46  1,034,704.69   sFT  0.99995349   -1 44 02.5
 SC1390;SPC OR N     -   270,706.588 2,315,364.873   MT  1.00002081   -1 41 34.6
 SC1390;SPC OR N     -   888,144.97  7,596,341.45   iFT  1.00002081   -1 41 34.6
 SC1390;UTM  10      - 5,102,734.020   508,723.863   MT  0.99960094   +0 04 52.6
 SC1390
 SC1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1390!SPC WA S     -   1.00000323  x   0.99995349  =   0.99995672
 SC1390!SPC OR N     -   1.00000323  x   1.00002081  =   1.00002404
 SC1390!UTM  10      -   1.00000323  x   0.99960094  =   0.99960417
 SC1390
 SC1390                          SUPERSEDED SURVEY CONTROL
 SC1390
 SC1390  NAD 83(1991)-  46 04 41.25192(N)    122 53 13.83621(W) AD(       ) 3
 SC1390  NAD 83(1986)-  46 04 41.26814(N)    122 53 13.83186(W) AD(       ) 3
 SC1390  NAD 27      -  46 04 41.85935(N)    122 53 09.44015(W) AD(       ) 3
 SC1390
 SC1390.Superseded values are not recommended for survey control.
 SC1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1390.See file dsdata.txt to determine how the superseded data were derived.
 SC1390
 SC1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0872402734(NAD 83)
 SC1390
 SC1390  HISTORY     - Date     Condition        Report By
 SC1390  HISTORY     - 1913     MONUMENTED       CGS
 SC1390  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SC1390
 SC1390                          STATION DESCRIPTION
 SC1390
 SC1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1390'THIS STATION IS LOCATED ALONG THE COLUMBIA RIVER AND COASTS OF
 SC1390'OREGON AND NORTHERN CALIFORNIA, AND IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1385 ***********************************************************************
 SC1385  DESIGNATION -  COTTONWOOD IS UPPER RANGE R LT
 SC1385  PID         -  SC1385
 SC1385  STATE/COUNTY-  WA/COWLITZ
 SC1385  USGS QUAD   -  RAINIER (1990)
 SC1385
 SC1385                         *CURRENT SURVEY CONTROL
 SC1385  ___________________________________________________________________
 SC1385* NAD 83(1991)-  46 04 32.26431(N)    122 53 12.98405(W)     ADJUSTED  
 SC1385* NAVD 88     -                                                        
 SC1385  ___________________________________________________________________
 SC1385  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 SC1385  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SC1385
 SC1385  HORZ ORDER  -  THIRD
 SC1385
 SC1385.The horizontal coordinates were established by classical geodetic methods
 SC1385.and adjusted by the National Geodetic Survey in December 1991..
 SC1385
 SC1385
 SC1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1385
 SC1385.The geoid height was determined by GEOID03.
 SC1385
 SC1385;                    North         East     Units Scale Factor Converg.
 SC1385;SPC WA S     -    85,299.569   315,388.526   MT  0.99995388   -1 44 01.9
 SC1385;SPC WA S     -   279,853.67  1,034,737.19   sFT  0.99995388   -1 44 01.9
 SC1385;SPC OR N     -   270,428.663 2,315,374.978   MT  1.00002011   -1 41 34.0
 SC1385;SPC OR N     -   887,233.15  7,596,374.60   iFT  1.00002011   -1 41 34.0
 SC1385;UTM  10      - 5,102,456.658   508,742.561   MT  0.99960094   +0 04 53.2
 SC1385
 SC1385                          SUPERSEDED SURVEY CONTROL
 SC1385
 SC1385  NAD 83(1991)-  46 04 32.26431(N)    122 53 12.98405(W) AD(       ) 4
 SC1385  NAD 83(1986)-  46 04 32.28061(N)    122 53 12.97962(W) AD(       ) 4
 SC1385  NAD 27      -  46 04 32.87164(N)    122 53 08.58762(W) AD(       ) 3
 SC1385
 SC1385.Superseded values are not recommended for survey control.
 SC1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1385.See file dsdata.txt to determine how the superseded data were derived.
 SC1385
 SC1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0874302457(NAD 83)
 SC1385_MARKER: 15 = RANGE MARKER
 SC1385
 SC1385  HISTORY     - Date     Condition        Report By
 SC1385  HISTORY     - 1949     FIRST OBSERVED   CGS
 SC1385  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC1385  HISTORY     - 1980     GOOD             USN
 SC1385  HISTORY     - 20040928 MARK NOT FOUND   USPSQD
 SC1385
 SC1385                          STATION DESCRIPTION
 SC1385
 SC1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC1385'THE LIGHT HAS BEEN MOVED AND THE TRIANGULATION POSITION HAS BEEN
 SC1385'LOST.  HOWEVER, THE NEW LIGHT IS ON THE SAME STRUCTURE AND THE
 SC1385'GEOGRAPHIC POSITION CAN BE CONSIDERED AS A TOPOGRAPHIC POSITION.
 SC1385'
 SC1385'THE NAME HAS BEEN CHANGED TO COTTONWOOD ISLAND UPPER RANGE FRONT.
 SC1385'
 SC1385'TRIANGULATION POSITION SHOWN--
 SC1385'
 SC1385'LAT.--46 04 32.869
 SC1385'
 SC1385'LONG--122 53 08.588
 SC1385
 SC1385                          STATION RECOVERY (1980)
 SC1385
 SC1385'RECOVERY NOTE BY US NAVY 1980
 SC1385'1980 LIGHT LIST VOL III, NO. 1540, AID REBUILT IN 1969.
 SC1385
 SC1385                          STATION RECOVERY (2004)
 SC1385
 SC1385'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC1385'LAT AND LONG FOR THIS MARKER ARE 1000 FT FROM ACTUAL LOCATION. THIS
 SC1385'STATION SHOULD BE CONSIDERED LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1472 ***********************************************************************
 SC1472  DESIGNATION -  COTTONWOOD IS UPPER DIKE LIGHT
 SC1472  PID         -  SC1472
 SC1472  STATE/COUNTY-  WA/COWLITZ
 SC1472  USGS QUAD   -  RAINIER (1990)
 SC1472
 SC1472                         *CURRENT SURVEY CONTROL
 SC1472  ___________________________________________________________________
 SC1472* NAD 83(1991)-  46 04 17.44345(N)    122 53 13.31555(W)     ADJUSTED  
 SC1472* NAVD 88     -                                                        
 SC1472  ___________________________________________________________________
 SC1472  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 SC1472  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SC1472
 SC1472  HORZ ORDER  -  THIRD
 SC1472
 SC1472.The horizontal coordinates were established by classical geodetic methods
 SC1472.and adjusted by the National Geodetic Survey in December 1991..
 SC1472
 SC1472
 SC1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1472
 SC1472.The geoid height was determined by GEOID03.
 SC1472
 SC1472;                    North         East     Units Scale Factor Converg.
 SC1472;SPC WA S     -    84,842.409   315,367.561   MT  0.99995451   -1 44 02.1
 SC1472;SPC WA S     -   278,353.80  1,034,668.41   sFT  0.99995451   -1 44 02.1
 SC1472;SPC OR N     -   269,971.459 2,315,354.339   MT  1.00001897   -1 41 34.3
 SC1472;SPC OR N     -   885,733.13  7,596,306.89   iFT  1.00001897   -1 41 34.3
 SC1472;UTM  10      - 5,101,999.226   508,736.090   MT  0.99960094   +0 04 52.9
 SC1472
 SC1472                          SUPERSEDED SURVEY CONTROL
 SC1472
 SC1472  NAD 83(1991)-  46 04 17.44344(N)    122 53 13.31555(W) AD(       ) 4
 SC1472  NAD 83(1986)-  46 04 17.45961(N)    122 53 13.31110(W) AD(       ) 4
 SC1472  NAD 27      -  46 04 18.05053(N)    122 53 08.91943(W) AD(       ) 3
 SC1472
 SC1472.Superseded values are not recommended for survey control.
 SC1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1472.See file dsdata.txt to determine how the superseded data were derived.
 SC1472
 SC1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0873601999(NAD 83)
 SC1472
 SC1472  HISTORY     - Date     Condition        Report By
 SC1472  HISTORY     - UNK      MONUMENTED
 SC1472  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SC1472  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1472
 SC1472                          STATION DESCRIPTION
 SC1472
 SC1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RWK)
 SC1472'NO DESCRIPTION AVAILABLE.  LIGHT MOVED TO DOLPHIN AT END OF
 SC1472'EXTENSION TO DIKE, NOTHING REMAINING OF OLD STRUCTURE.
 SC1472
 SC1472                          STATION RECOVERY (1949)
 SC1472
 SC1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1472'THIS LIGHT WAS REBUILT IN 1947 AND THE STATION HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1479 ***********************************************************************
 SC1479  DESIGNATION -  COTTONWOOD IS UPPER F RANGE LT
 SC1479  PID         -  SC1479
 SC1479  STATE/COUNTY-  WA/COWLITZ
 SC1479  USGS QUAD   -  RAINIER (1990)
 SC1479
 SC1479                         *CURRENT SURVEY CONTROL
 SC1479  ___________________________________________________________________
 SC1479* NAD 83(1991)-  46 04 05.13093(N)    122 53 07.74568(W)     ADJUSTED  
 SC1479* NAVD 88     -                                                        
 SC1479  ___________________________________________________________________
 SC1479  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 SC1479  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SC1479
 SC1479  HORZ ORDER  -  THIRD
 SC1479
 SC1479.The horizontal coordinates were established by classical geodetic methods
 SC1479.and adjusted by the National Geodetic Survey in December 1991..
 SC1479
 SC1479
 SC1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1479
 SC1479.The geoid height was determined by GEOID03.
 SC1479
 SC1479;                    North         East     Units Scale Factor Converg.
 SC1479;SPC WA S     -    84,458.822   315,475.701   MT  0.99995505   -1 43 58.1
 SC1479;SPC WA S     -   277,095.32  1,035,023.20   sFT  0.99995505   -1 43 58.1
 SC1479;SPC OR N     -   269,587.925 2,315,462.762   MT  1.00001803   -1 41 30.3
 SC1479;SPC OR N     -   884,474.82  7,596,662.60   iFT  1.00001803   -1 41 30.3
 SC1479;UTM  10      - 5,101,619.391   508,856.285   MT  0.99960096   +0 04 56.9
 SC1479
 SC1479                          SUPERSEDED SURVEY CONTROL
 SC1479
 SC1479  NAD 83(1991)-  46 04 05.13093(N)    122 53 07.74568(W) AD(       ) 4
 SC1479  NAD 83(1986)-  46 04 05.14701(N)    122 53 07.74113(W) AD(       ) 4
 SC1479  NAD 27      -  46 04 05.73788(N)    122 53 03.34978(W) AD(       ) 3
 SC1479
 SC1479.Superseded values are not recommended for survey control.
 SC1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1479.See file dsdata.txt to determine how the superseded data were derived.
 SC1479
 SC1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0885601619(NAD 83)
 SC1479
 SC1479  HISTORY     - Date     Condition        Report By
 SC1479  HISTORY     - UNK      MONUMENTED
 SC1479  HISTORY     - 1980     SEE DESCRIPTION  USMC
 SC1479  HISTORY     - 20040928 MARK NOT FOUND   USPSQD
 SC1479
 SC1479                          STATION DESCRIPTION
 SC1479
 SC1479'DESCRIBED BY US MARINE CORPS 1980
 SC1479'1980 LIGHT LIST VOL III, NO. 1539, AID REBUILT IN 1969.
 SC1479
 SC1479                          STATION RECOVERY (2004)
 SC1479
 SC1479'RECOVERY NOTE BY US POWER SQUADRON 2004 (SO)
 SC1479'LAT AND LONG FOR THIS MARKER ARE 1000 FT FROM ACTUAL LOCATION. THIS
 SC1479'STATION SHOULD BE CONSIDERED LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1384 ***********************************************************************
 SC1384  DESIGNATION -  COTTONWOOD ISLAND
 SC1384  PID         -  SC1384
 SC1384  STATE/COUNTY-  WA/COWLITZ
 SC1384  USGS QUAD   -  RAINIER (1990)
 SC1384
 SC1384                         *CURRENT SURVEY CONTROL
 SC1384  ___________________________________________________________________
 SC1384* NAD 83(1991)-  46 04 41.25434(N)    122 53 13.83803(W)     ADJUSTED  
 SC1384* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC1384  ___________________________________________________________________
 SC1384  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 SC1384  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SC1384
 SC1384  HORZ ORDER  -  THIRD
 SC1384
 SC1384.The horizontal coordinates were established by classical geodetic methods
 SC1384.and adjusted by the National Geodetic Survey in December 1991..
 SC1384
 SC1384.The orthometric height was scaled from a topographic map.
 SC1384
 SC1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1384
 SC1384.The geoid height was determined by GEOID03.
 SC1384
 SC1384;                    North         East     Units Scale Factor Converg.
 SC1384;SPC WA S     -    85,577.558   315,378.584   MT  0.99995349   -1 44 02.5
 SC1384;SPC WA S     -   280,765.70  1,034,704.57   sFT  0.99995349   -1 44 02.5
 SC1384;SPC OR N     -   270,706.664 2,315,364.836   MT  1.00002081   -1 41 34.6
 SC1384;SPC OR N     -   888,145.22  7,596,341.33   iFT  1.00002081   -1 41 34.6
 SC1384;UTM  10      - 5,102,734.095   508,723.824   MT  0.99960094   +0 04 52.6
 SC1384
 SC1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1384!SPC WA S     -   1.00000323  x   0.99995349  =   0.99995672
 SC1384!SPC OR N     -   1.00000323  x   1.00002081  =   1.00002404
 SC1384!UTM  10      -   1.00000323  x   0.99960094  =   0.99960417
 SC1384
 SC1384|---------------------------------------------------------------------|
 SC1384| PID    Reference Object                     Distance      Geod. Az  |
 SC1384|                                                           dddmmss.s |
 SC1384| CE3033 COTTONWOOD ISLAND RM 1                             05911     |
 SC1384| SC1489 COTTON                              APPROX. 1.0 KM 1492536.2 |
 SC1384| SC1488 COTTONWOOD IS LOWER REAR LT         APPROX. 1.5 KM 1613505.2 |
 SC1384| SC1478 COTTONWOOD IS UP AND LOW F LT       APPROX. 1.1 KM 1732447.4 |
 SC1384| SC1468 PRESCOTT BEAVER LUMBER CO TANK      APPROX. 2.8 KM 1812841.2 |
 SC1384| SC1467 PRESCOTT BEAVER LUMBER W STK        APPROX. 2.8 KM 1815252.6 |
 SC1384| SC1399 WESTERN LUMBER CO STACK             APPROX. 1.2 KM 2491905.9 |
 SC1384| SC1407 COWLITZ RIVER LIGHT                 APPROX. 2.6 KM 3055635.9 |
 SC1384|---------------------------------------------------------------------|
 SC1384
 SC1384                          SUPERSEDED SURVEY CONTROL
 SC1384
 SC1384  NAD 83(1991)-  46 04 41.25435(N)    122 53 13.83802(W) AD(       ) 3
 SC1384  NAD 83(1986)-  46 04 41.27057(N)    122 53 13.83368(W) AD(       ) 3
 SC1384  NAD 27      -  46 04 41.86181(N)    122 53 09.44150(W) AD(       ) 3
 SC1384
 SC1384.Superseded values are not recommended for survey control.
 SC1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1384.See file dsdata.txt to determine how the superseded data were derived.
 SC1384
 SC1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0872402734(NAD 83)
 SC1384_MARKER: Z = SEE DESCRIPTION
 SC1384_SETTING: 0 = UNSPECIFIED SETTING
 SC1384
 SC1384  HISTORY     - Date     Condition        Report By
 SC1384  HISTORY     - 1913     MONUMENTED       CGS
 SC1384  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1384
 SC1384                          STATION DESCRIPTION
 SC1384
 SC1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EBL)
 SC1384'ON THE W SHORE OF COTTONWOOD ISLAND, MIDWAY ITS LENGTH.  THE
 SC1384'STATION MARK IS A BRONZE STATION DISK SET IN AN IRREGULAR PIER OF
 SC1384'CONCRETE, THE TOP OF WHICH IS SPHERICAL IN SHAPE AND PROJECTS
 SC1384'FROM 6 TO 8 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 SC1384'UNDERGROUND MARK IS A GLASS BOTTLE SET NECK DOWN IN CONCRETE FROM
 SC1384'2-1/2 TO 3 FEET BELOW THE SURFACE.
 SC1384'
 SC1384'REFERENCE MARK 1 IS A SECTION OF IRON PIPE FILLED WITH EARTH AND
 SC1384'CEMENT AND SET IN CONCRETE, WITH A COPPER TACK IN ITS TOP SURFACE.
 SC1384'
 SC1384'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN AN IRREGULAR
 SC1384'PIER OF CONCRETE, PROJECTING FROM 6 TO 8 INCHES ABOVE THE GROUND.
 SC1384
 SC1384                          STATION RECOVERY (1949)
 SC1384
 SC1384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1384'THIS STATION COULD NOT BE FOUND.  IT IS BELIEVED THAT IT HAS EITHER
 SC1384'BEEN DESTROYED OR DEEPLY COVERED WITH SILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1427 ***********************************************************************
 SC1427  DESIGNATION -  COTTONWOOD ISLAND 1873
 SC1427  PID         -  SC1427
 SC1427  STATE/COUNTY-  WA/COWLITZ
 SC1427  USGS QUAD   -  RAINIER (1990)
 SC1427
 SC1427                         *CURRENT SURVEY CONTROL
 SC1427  ___________________________________________________________________
 SC1427* NAD 83(1991)-  46 05 17.16474(N)    122 53 58.66945(W)     ADJUSTED  
 SC1427* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC1427  ___________________________________________________________________
 SC1427  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 SC1427  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SC1427
 SC1427  HORZ ORDER  -  THIRD
 SC1427
 SC1427.The horizontal coordinates were established by classical geodetic methods
 SC1427.and adjusted by the National Geodetic Survey in December 1991..
 SC1427
 SC1427.The orthometric height was scaled from a topographic map.
 SC1427
 SC1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1427
 SC1427.The geoid height was determined by GEOID03.
 SC1427
 SC1427;                    North         East     Units Scale Factor Converg.
 SC1427;SPC WA S     -    86,714.980   314,449.492   MT  0.99995198   -1 44 35.1
 SC1427;SPC WA S     -   284,497.40  1,031,656.38   sFT  0.99995198   -1 44 35.1
 SC1427;SPC OR N     -   271,843.497 2,314,434.861   MT  1.00002360   -1 42 06.4
 SC1427;SPC OR N     -   891,874.99  7,593,290.23   iFT  1.00002360   -1 42 06.4
 SC1427;UTM  10      - 5,103,841.124   507,759.506   MT  0.99960074   +0 04 20.3
 SC1427
 SC1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1427!SPC WA S     -   1.00000307  x   0.99995198  =   0.99995505
 SC1427!SPC OR N     -   1.00000307  x   1.00002360  =   1.00002667
 SC1427!UTM  10      -   1.00000307  x   0.99960074  =   0.99960381
 SC1427
 SC1427                          SUPERSEDED SURVEY CONTROL
 SC1427
 SC1427  NAD 83(1991)-  46 05 17.16474(N)    122 53 58.66944(W) AD(       ) 3
 SC1427  NAD 83(1986)-  46 05 17.18116(N)    122 53 58.66541(W) AD(       ) 3
 SC1427  NAD 27      -  46 05 17.77240(N)    122 53 54.27200(W) AD(       ) 3
 SC1427
 SC1427.Superseded values are not recommended for survey control.
 SC1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1427.See file dsdata.txt to determine how the superseded data were derived.
 SC1427
 SC1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0776003841(NAD 83)
 SC1427
 SC1427  HISTORY     - Date     Condition        Report By
 SC1427  HISTORY     - 1873     FIRST OBSERVED   CGS
 SC1427  HISTORY     - 1937     MARK NOT FOUND   CGS
 SC1427
 SC1427                          STATION DESCRIPTION
 SC1427
 SC1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1427'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1966 ***********************************************************************
 SA1966  DESIGNATION -  COUCH ISLAND LIGHT 35
 SA1966  PID         -  SA1966
 SA1966  STATE/COUNTY-  WA/FRANKLIN
 SA1966  USGS QUAD   -  SNAKE RIVER (1991)
 SA1966
 SA1966                         *CURRENT SURVEY CONTROL
 SA1966  ___________________________________________________________________
 SA1966* NAD 83(1991)-  46 26 07.84212(N)    118 38 38.73748(W)     ADJUSTED  
 SA1966* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 SA1966  ___________________________________________________________________
 SA1966  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 SA1966  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 SA1966
 SA1966  HORZ ORDER  -  THIRD
 SA1966
 SA1966.The horizontal coordinates were established by classical geodetic methods
 SA1966.and adjusted by the National Geodetic Survey in December 1991..
 SA1966
 SA1966.The orthometric height was scaled from a topographic map.
 SA1966
 SA1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1966
 SA1966.The geoid height was determined by GEOID03.
 SA1966
 SA1966;                    North         East     Units Scale Factor Converg.
 SA1966;SPC WA S     -   124,184.375   642,607.663   MT  0.99991799   +1 20 53.2
 SA1966;SPC WA S     -   407,428.24  2,108,288.64   sFT  0.99991799   +1 20 53.2
 SA1966;UTM  11      - 5,143,750.916   373,697.356   MT  0.99979609   -1 11 29.3
 SA1966
 SA1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1966!SPC WA S     -   0.99998140  x   0.99991799  =   0.99989939
 SA1966!UTM  11      -   0.99998140  x   0.99979609  =   0.99977749
 SA1966
 SA1966                          SUPERSEDED SURVEY CONTROL
 SA1966
 SA1966  NAD 83(1991)-  46 26 07.84457(N)    118 38 38.74080(W) AD(       ) 4
 SA1966  NAD 83(1986)-  46 26 07.84985(N)    118 38 38.72804(W) AD(       ) 4
 SA1966  NAD 27      -  46 26 08.34900(N)    118 38 34.76000(W) AD(       ) 3
 SA1966
 SA1966.Superseded values are not recommended for survey control.
 SA1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1966.See file dsdata.txt to determine how the superseded data were derived.
 SA1966
 SA1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7369743751(NAD 83)
 SA1966_MARK LOGO: CGS   
 SA1966
 SA1966  HISTORY     - Date     Condition        Report By
 SA1966  HISTORY     - 1962     MONUMENTED       CGS
 SA1966
 SA1966                          STATION DESCRIPTION
 SA1966
 SA1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA1966'REFER TO DESCRIPTION FOR STATION TOK 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3574 ***********************************************************************
 SY3574  DESIGNATION -  COUGAR
 SY3574  PID         -  SY3574
 SY3574  STATE/COUNTY-  WA/KING
 SY3574  USGS QUAD   -  BLACK DIAMOND (1994)
 SY3574
 SY3574                         *CURRENT SURVEY CONTROL
 SY3574  ___________________________________________________________________
 SY3574* NAD 83(1991)-  47 32 25.94018(N)    122 05 58.02479(W)     ADJUSTED  
 SY3574* NAVD 88     -       453.5    (meters)    1488.     (feet)  VERTCON   
 SY3574  ___________________________________________________________________
 SY3574  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 SY3574  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 SY3574
 SY3574  HORZ ORDER  -  FIRST
 SY3574
 SY3574.The horizontal coordinates were established by classical geodetic methods
 SY3574.and adjusted by the National Geodetic Survey in December 1991..
 SY3574
 SY3574.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3574
 SY3574.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3574
 SY3574.The geoid height was determined by GEOID03.
 SY3574
 SY3574;                    North         East     Units Scale Factor Converg.
 SY3574;SPC WA N     -    60,882.386   404,684.607   MT  0.99999268   -0 56 33.5
 SY3574;SPC WA N     -   199,744.96  1,327,702.75   sFT  0.99999268   -0 56 33.5
 SY3574;UTM  10      - 5,265,628.030   567,770.940   MT  0.99965644   +0 39 51.9
 SY3574
 SY3574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3574!SPC WA N     -   0.99993254  x   0.99999268  =   0.99992522
 SY3574!UTM  10      -   0.99993254  x   0.99965644  =   0.99958901
 SY3574
 SY3574|---------------------------------------------------------------------|
 SY3574| PID    Reference Object                     Distance      Geod. Az  |
 SY3574|                                                           dddmmss.s |
 SY3574| CF6470 COUGAR RM 3                                        02859     |
 SY3574| SY3569 LAUGH                               APPROX. 5.7 KM 0554135.6 |
 SY3574| SY3572 SQUAK MTN KING COUNTY RAD MAST      APPROX. 5.6 KM 1355508.9 |
 SY3574| CF6468 COUGAR RM 1                          23.508 METERS 16942     |
 SY3574| CF6469 COUGAR RM 2                          24.755 METERS 28215     |
 SY3574| SY3575 COUGAR MTN PUGET PWR MICROWAVE      APPROX. 0.9 KM 2885619.1 |
 SY3574| SY3576 BELLEVUE DIST 97 N STANDPIPE        APPROX. 8.7 KM 3470043.3 |
 SY3574|---------------------------------------------------------------------|
 SY3574
 SY3574                          SUPERSEDED SURVEY CONTROL
 SY3574
 SY3574  NAD 83(1986)-  47 32 25.93236(N)    122 05 58.03191(W) AD(       ) 1
 SY3574  NAD 27      -  47 32 26.57164(N)    122 05 53.60171(W) AD(       ) 1
 SY3574  NGVD 29 (07/19/86)  452.4    (m)         1484.     (f) VERT ANG       
 SY3574
 SY3574.Superseded values are not recommended for survey control.
 SY3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3574.See file dsdata.txt to determine how the superseded data were derived.
 SY3574
 SY3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6777165628(NAD 83)
 SY3574_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3574_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3574
 SY3574  HISTORY     - Date     Condition        Report By
 SY3574  HISTORY     - 1973     MONUMENTED       NGS
 SY3574  HISTORY     - 1987     GOOD             USPSQD
 SY3574
 SY3574                          STATION DESCRIPTION
 SY3574
 SY3574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3574'THE STATION IS LOCATED ABOUT 2-3/4 MILES WEST-NORTHWEST OF
 SY3574'ISSAQUAH, 1-1/2 MILES WEST OF THE SOUTH END OF LAKE SAMMAMISH ON
 SY3574'THE HIGHEST PART OF COUGAR MOUNTAIN IN AN ABANDONED MILITARY
 SY3574'DEFENSE AREA.  IT IS IN THE NW 1/4 SEC 30, T 24 N, R 6 E, AND ON
 SY3574'PROPERTY OF KING COUNTY PARKS.  THE KEY TO THE LOCKED GATES MAY
 SY3574'BE OBTAINED FROM THEM.
 SY3574'
 SY3574'TO REACH THE STATION FROM THE EASTGATE EXIT OF INTERSTATE HIGHWAY
 SY3574'90 ABOUT 1-1/2 MILES EAST OF INTERSTATE HIGHWAY 405, GO SOUTH ON
 SY3574'150 AVE SE FOR 0.55 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 SY3574'NEWPORT WAY FOR 1.1 MILES TO 164 AVE SE.  TURN RIGHT AND GO SOUTH
 SY3574'ON 164 AVE SE FOR 2.35 MILES TO COUGAR MT RD ON THE LEFT.  TURN
 SY3574'LEFT AND GO EASTERLY ON COUGAR MT RD FOR 1.2 MILES TO A FORK.
 SY3574'KEEP THE RIGHT FORK AND CONTINUE FOR 0.65 MILE TO A LOCKED GATE.
 SY3574'PASS THROUGH THE GATE AND CONTINUE FOR 0.5 MILE TO A GATE.  PASS
 SY3574'THROUGH THE GATE AND CONTINUE FOR 0.05 MILE TO A FORK.
 SY3574'(TO REACH REFERENCE MARK 3 FROM HERE, TAKE THE RIGHT FORK AND
 SY3574'FOLLOW A SURFACED ROAD FOR 0.1 MILE TO A BEND IN THE ROAD
 SY3574'AND THE MARK ON THE RIGHT.) KEEP THE LEFT FORK AND CONTINUE
 SY3574'UPHILL FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 SY3574'
 SY3574'THE STATION MARK IS A STANDARD DISK STAMPED COUGAR 1973.  IT IS
 SY3574'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SY3574'PROJECTS ABOUT 2 INCHES.  IT IS 112 FEET NORTHWEST OF A POWER LINE
 SY3574'POLE WITH A TRANSFORMER ATTACHED, 25.0 FEET NORTH OF THE
 SY3574'APPROXIMATE CENTER OF THE ROAD AND 24.0 FEET SOUTH OF A FENCE.
 SY3574'
 SY3574'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COUGAR NO 1 1973.  IT
 SY3574'IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 SY3574'SLAB WHICH WAS ONCE THE FOUNDATION FOR A BUILDING.  IT IS 36.0 FEET
 SY3574'WEST OF THE POWER LINE POLE AND 35-1/2 FEET SOUTH OF THE
 SY3574'APPROXIMATE CENTER OF THE ROAD.
 SY3574'
 SY3574'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COUGAR NO 2 1973.  IT
 SY3574'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SY3574'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 44 FEET
 SY3574'NORTH OF THE APPROXIMATE CENTER OF THE ROAD AND 4.3 FEET SOUTH OF
 SY3574'THE FENCE.
 SY3574'
 SY3574'REFERENCE MARK 3 IS A STANDARD DISK STAMPED COUGAR NO 3 1973.  IT
 SY3574'IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 3 BY
 SY3574'6-FOOT CONCRETE SLAB WHICH PROJECTS ABOUT 4 INCHES.  IT IS 51 FEET
 SY3574'SOUTH OF A CHAIN LINK FENCE, 44 FEET NORTH OF THE APPROXIMATE
 SY3574'CENTER OF THE ROAD AND 2.0 FEET WEST OF A 4 BY 4-INCH WOODEN
 SY3574'WITNESS POST.
 SY3574'
 SY3574'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 SY3574
 SY3574                          STATION RECOVERY (1987)
 SY3574
 SY3574'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 SY3574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1575 ***********************************************************************
 SX1575  DESIGNATION -  COUGAR
 SX1575  PID         -  SX1575
 SX1575  STATE/COUNTY-  WA/KING
 SX1575  USGS QUAD   -  COUGAR MOUNTAIN (1989)
 SX1575
 SX1575                         *CURRENT SURVEY CONTROL
 SX1575  ___________________________________________________________________
 SX1575* NAD 83(1991)-  47 15 55.57954(N)    121 38 28.05769(W)     ADJUSTED  
 SX1575* NAVD 88     -      1373.9    (meters)    4508.     (feet)  VERTCON   
 SX1575  ___________________________________________________________________
 SX1575  LAPLACE CORR-          10.25  (seconds)                    DEFLEC99
 SX1575  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 SX1575
 SX1575  HORZ ORDER  -  THIRD
 SX1575
 SX1575.The horizontal coordinates were established by classical geodetic methods
 SX1575.and adjusted by the National Geodetic Survey in December 1991..
 SX1575
 SX1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1575
 SX1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1575
 SX1575.The geoid height was determined by GEOID03.
 SX1575
 SX1575;                    North         East     Units Scale Factor Converg.
 SX1575;SPC WA N     -    29,833.242   438,865.314   MT  1.00005200   -0 36 05.1
 SX1575;SPC WA N     -    97,877.89  1,439,843.95   sFT  1.00005200   -0 36 05.1
 SX1575;UTM  10      - 5,235,557.480   602,795.588   MT  0.99972986   +0 59 53.5
 SX1575
 SX1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1575!SPC WA N     -   0.99978791  x   1.00005200  =   0.99983990
 SX1575!UTM  10      -   0.99978791  x   0.99972986  =   0.99951783
 SX1575
 SX1575:                Primary Azimuth Mark                     Grid Az
 SX1575:SPC WA N     -  MCCLELLANS BUTTE                         005 47 42.0
 SX1575:UTM  10      -  MCCLELLANS BUTTE                         004 11 43.4
 SX1575
 SX1575|---------------------------------------------------------------------|
 SX1575| PID    Reference Object                     Distance      Geod. Az  |
 SX1575|                                                           dddmmss.s |
 SX1575| SX1263 MCCLELLANS BUTTE                    APPROX.15.8 KM 0051136.9 |
 SX1575| CS4867 COUGAR RM 2                           4.175 METERS 08440     |
 SX1575| CS4868 COUGAR RM 1                           9.604 METERS 29728     |
 SX1575|---------------------------------------------------------------------|
 SX1575
 SX1575                          SUPERSEDED SURVEY CONTROL
 SX1575
 SX1575  NAD 83(1986)-  47 15 55.58512(N)    121 38 28.05514(W) AD(       ) 3
 SX1575  NGVD 29 (11/26/90) 1372.8    (m)         4504.     (f) VERT ANG       
 SX1575
 SX1575.Superseded values are not recommended for survey control.
 SX1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1575.See file dsdata.txt to determine how the superseded data were derived.
 SX1575
 SX1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT0279635557(NAD 83)
 SX1575_MARKER: DS = TRIANGULATION STATION DISK
 SX1575_SETTING: 66 = SET IN ROCK OUTCROP
 SX1575_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SX1575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1575+STABILITY: POSITION/ELEVATION WELL
 SX1575
 SX1575  HISTORY     - Date     Condition        Report By
 SX1575  HISTORY     - 1955     MONUMENTED       USGS
 SX1575  HISTORY     - 1958     GOOD             USGS
 SX1575
 SX1575                          STATION DESCRIPTION
 SX1575
 SX1575'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 SX1575'LOCATED ABOUT 8.0 MI NW. OF LESTER, 6.0 MI E. OF EAGLE GORGE, 3.0
 SX1575'MI N. OF GREEN RIVER AT MAYWOOD.  ON HIGH ROCKY RIDGE IN NORTHEAST
 SX1575'1/4 SECTION 34, T21N, R9E.
 SX1575'
 SX1575'TO REACH FROM LESTER, DRIVE 1.8 MI W. ALONG MAIN RD. FROM
 SX1575'NORTHERN PACIFIC ROUNDHOUSE ON NORTH SIDE OF RR. TO RD. FORKS.
 SX1575'TAKE RIGHT FORK 4.8 MI TO RD. FORKS (SMAY CREEK RD.).  TAKE LEFT
 SX1575'FORK 1.1 MI TO RD. FORKS UNDER DOUBLE-POLE POWER LINE.  TAKE RIGHT
 SX1575'FORK 0.7 MI TO Y-RD., CONTINUE STRAIGHT AHEAD 3.1 MI ON
 SX1575'MAIN-TRAVELED RD.  TAKE RIGHT FORK 0.3 MI.  TAKE RIGHT FORK 2.2 MI
 SX1575'TO ABANDONED LOGGING RD. RIGHT.  PACK NE. ALONG ABANDONED LOGGING
 SX1575'RD. TO END AT LANDING.  THEN N. TO RIDGE AND ALONG RIDGE TO
 SX1575'HIGHEST POINT AND STATION ON SPARSELY TIMBERED TOP WITH SHEER
 SX1575'ROCK SIDE TO S.  A 2-1/2 HOUR PACK.
 SX1575'
 SX1575'ALTERNATE AND PROBABLY BETTER ROUTE FOLLOWS--FROM END OF TRUCK
 SX1575'TRAVEL CONTINUE ON MAIN RD. TO TOP OF RIDGE.  TURN RIGHT FOLLOWING
 SX1575'MAIN RD. TO PRESENT LOGGING OPERATION E. OF NORTH FORK GREEN
 SX1575'RIVER.  FROM SADDLE DIVIDING GREEN RIVER AND SMAY CREEK DRAINAGES
 SX1575'PACK S. ABOUT 0.5 MI ALONG RIDGE TO STATION.
 SX1575'
 SX1575'STATION MARK--STANDARD TABLET STAMPED---COUGAR 1955---, CEMENTED IN
 SX1575'DRILL HOLE IN SLOPING ROCK OUTCROP.
 SX1575'
 SX1575'RM 1--STANDARD RM TABLET STAMPED---NO 1 1955---, CEMENTED IN DRILL
 SX1575'HOLE IN ROCK OUTCROP.
 SX1575'
 SX1575'RM 2--STANDARD RM TABLET STAMPED---NO 2 1955---, CEMENTED IN DRILL
 SX1575'HOLE IN ROCK OUTCROP.
 SX1575
 SX1575                          STATION RECOVERY (1958)
 SX1575
 SX1575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 SX1575'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2470 ***********************************************************************
 SC2470  DESIGNATION -  COUGAR 2
 SC2470  PID         -  SC2470
 SC2470  STATE/COUNTY-  WA/PACIFIC
 SC2470  USGS QUAD   -  NEMAH (1994)
 SC2470
 SC2470                         *CURRENT SURVEY CONTROL
 SC2470  ___________________________________________________________________
 SC2470* NAD 83(1991)-  46 34 01.29737(N)    123 55 17.11859(W)     ADJUSTED  
 SC2470* NAVD 88     -        13.0    (meters)      43.     (feet)  VERTCON   
 SC2470  ___________________________________________________________________
 SC2470  LAPLACE CORR-          18.84  (seconds)                    DEFLEC99
 SC2470  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SC2470
 SC2470  HORZ ORDER  -  SECOND
 SC2470
 SC2470.The horizontal coordinates were established by classical geodetic methods
 SC2470.and adjusted by the National Geodetic Survey in December 1991..
 SC2470
 SC2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2470
 SC2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2470
 SC2470.The geoid height was determined by GEOID03.
 SC2470
 SC2470;                    North         East     Units Scale Factor Converg.
 SC2470;SPC WA S     -   142,812.536   237,790.340   MT  0.99991465   -2 29 07.1
 SC2470;SPC WA S     -   468,544.13    780,150.47   sFT  0.99991465   -2 29 07.1
 SC2470;UTM  10      - 5,157,463.575   429,384.655   MT  0.99966129   -0 40 08.9
 SC2470
 SC2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2470!SPC WA S     -   1.00000164  x   0.99991465  =   0.99991629
 SC2470!UTM  10      -   1.00000164  x   0.99966129  =   0.99966293
 SC2470
 SC2470|---------------------------------------------------------------------|
 SC2470| PID    Reference Object                     Distance      Geod. Az  |
 SC2470|                                                           dddmmss.s |
 SC2470| CE3035 COUGAR 2 RM 2                         3.185 METERS 06437     |
 SC2470| SC2456 NEMAH R SHACK ON PILES SE GAB       APPROX. 3.6 KM 1584931.3 |
 SC2470| SC2476 NEMAH RIVER BEACONS 18 AND 22       APPROX. 3.6 KM 1643744.2 |
 SC2470| SC2459 NEMAH RIVER BEACON 20               APPROX. 3.4 KM 1674537.4 |
 SC2470| SC2474 NEMAH RIVER BEACON 16               APPROX. 3.3 KM 1751234.0 |
 SC2470| SC2466 NEEDLE 2                            APPROX. 6.2 KM 1813022.6 |
 SC2470| SC2467 NEMAH RIVER BEACON 14               APPROX. 3.2 KM 1824826.7 |
 SC2470| SC2472 NEMAH RIVER BEACON 12               APPROX. 3.2 KM 1891205.6 |
 SC2470| SC2468 NEMAH R ENT PILES CABIN S GAB       APPROX. 5.0 KM 1925700.2 |
 SC2470| SC2471 NEMAH RIVER BEACON 10               APPROX. 3.1 KM 1944322.5 |
 SC2470| SC2482 ILWACO OYSTER CO HOUSE W GAB        APPROX. 5.0 KM 1981647.0 |
 SC2470| SC2478 NEMAH RIVER BEACON 8                APPROX. 3.1 KM 2004457.1 |
 SC2470| SC2477 NEMAH RIVER BEACON 6                APPROX. 3.0 KM 2130239.7 |
 SC2470| SC2462 NEMAH RIVER BEACON 4                APPROX. 2.9 KM 2234401.3 |
 SC2470| SC2479 LONG ISLAND SHOAL LIGHT 1939        APPROX. 5.8 KM 2272353.7 |
 SC2470| SD0513 NAHCOTTA OYSTER SHELL PLT STK       APPROX.11.2 KM 2283928.2 |
 SC2470| SD0517 WILLAPA BAY LGE RED BARN N GAB      APPROX. 9.4 KM 2392226.9 |
 SC2470| SD0518 OYSTERVILLE HOLWAY HSE LOW STK      APPROX. 8.2 KM 2564126.8 |
 SC2470| SD0516 OYSTERVILLE BARD DAIRY N GAB        APPROX. 8.4 KM 2573613.7 |
 SC2470| SC2475 NEMAH RIVER BEACON 2                APPROX. 2.4 KM 2705336.5 |
 SC2470| SC2485 RIDDLE SPIT LIGHT                   APPROX. 4.3 KM 2753052.8 |
 SC2470| SC2463 NEMAH RIVER BEACON REFLECTOR        APPROX. 2.2 KM 2945427.4 |
 SC2470| CE3034 COUGAR 2 RM 1                         9.780 METERS 35823     |
 SC2470|---------------------------------------------------------------------|
 SC2470
 SC2470                          SUPERSEDED SURVEY CONTROL
 SC2470
 SC2470  NAD 83(1991)-  46 34 01.29633(N)    123 55 17.11848(W) AD(       ) 2
 SC2470  NAD 83(1986)-  46 34 01.29781(N)    123 55 17.10249(W) AD(       ) 2
 SC2470  NAD 27      -  46 34 01.93651(N)    123 55 12.51722(W) AD(       ) 2
 SC2470  NGVD 29 (07/19/86)   12.0    (m)           39.     (f) VERT ANG       
 SC2470
 SC2470.Superseded values are not recommended for survey control.
 SC2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2470.See file dsdata.txt to determine how the superseded data were derived.
 SC2470
 SC2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2938557464(NAD 83)
 SC2470_MARKER: Z = SEE DESCRIPTION
 SC2470_SETTING: 0 = UNSPECIFIED SETTING
 SC2470
 SC2470  HISTORY     - Date     Condition        Report By
 SC2470  HISTORY     - 1939     MONUMENTED       CGS
 SC2470  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2470
 SC2470                          STATION DESCRIPTION
 SC2470
 SC2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2470'STATION IS ON THE E SIDE OF WILLAPA BAY, ON A SMALL POINT 3-1/4
 SC2470'MILES NNW OF THE MOUTH OF NORTH NEMAH RIVER.  A NARROW FINGER 7.5
 SC2470'METERS WIDE, AND ABOUT 40 FEET IN HEIGHT, EXTENDS SOUTHWARD AT THE
 SC2470'POINT.  THE STATION IS ON THE MID-PORTION OF THE FINGER, ABOUT 40
 SC2470'METERS NE OF THE TIP, 3.3 METERS E BY S FROM THE TOP OF THE
 SC2470'SANDSTONE BLUFF ON THE NW SIDE OF THE FINGER, AND 4.2 METERS N OF THE
 SC2470'TOP OF THE SANDSTONE BLUFF ON THE S SIDE.  IT IS 8.2 METERS FROM A
 SC2470'24-INCH ALDER TREE NNW, 4.3 METERS FROM AN 18-INCH SPRUCE TREE N,
 SC2470'4.1 METERS FROM A 24-INCH ALDER TREE E, AND 4.1 METERS FROM A NAIL IN
 SC2470'A BLAZE ON A 24-INCH SPRUCE TREE SSE.
 SC2470'
 SC2470'SURFACE MARK IS A STANDARD DISK CEMENTED IN THE TOP END OF A
 SC2470'30-INCH SECTION OF 4-INCH CAST-IRON SOIL PIPE WHICH PROJECTS 4
 SC2470'INCHES.  SUBSURFACE MARK IS A STANDARD DISK CEMENTED IN A 16-INCH
 SC2470'SECTION OF SIMILAR PIPE PLACED 3-1/2 FEET BELOW THE SURFACE.  MARKS
 SC2470'ARE STAMPED COUGAR 2 1938.
 SC2470'
 SC2470'REFERENCE MARK NO.1 IS A STANDARD REFERENCE DISK CEMENTED IN THE
 SC2470'TOP END OF A 30-INCH SECTION OF 4-INCH CAST-IRON SOIL PIPE WHICH
 SC2470'PROJECTS 5 INCHES AND IS STAMPED COUGAR 2 NO.1 1938.
 SC2470'
 SC2470'REFERENCE MARK NO.2 IS MARKED THE SAME AS NO.1 AND PROJECTS 6 INCHES
 SC2470'AND IS STAMPED COUGAR 2 NO.2 1938.
 SC2470'
 SC2470'TO REACH STATION BY LAND, PROCEED ON U.S. ROUTE 101 TO A POINT 0.2
 SC2470'MILE S OF MILEPOST 72.  TURN W INTO A NARROW CUT IN THE UNDERBRUSH
 SC2470'ABOUT 50 FEET LONG.  A WELL-BLAZED TRAIL LEADS W FROM THIS POINT TO
 SC2470'THE BEACH AND A SHACK IN A SMALL COVE.  STATION IS ABOUT 300 YARDS
 SC2470'NW OF THE SHACK.
 SC2470'
 SC2470'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 SC2470
 SC2470                          STATION RECOVERY (1953)
 SC2470
 SC2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2470'NOT RECOVERED.  THE STATION MARK WAS FOUND LYING ON ITS SIDE ON THE
 SC2470'POINT OF LAND AT THE STATION SITE.  BOTH REFERENCE MARKS WERE FOUND
 SC2470'LYING IN THE SAND BELOW MEAN HIGH WATER.  THERE HAS BEEN EXTENSIVE
 SC2470'EROSION OF THIS POINT.  THE UNDERGROUND MARK MAY STILL BE IN PLACE,
 SC2470'BUT IT IS DIFFICULT TO DETERMINE ITS POSITION FROM SURFACE EVIDENCE,
 SC2470'AND BECAUSE OF POOR GROUND CONDITIONS AND LIMITED SPACE, THE
 SC2470'STATION WOULD BE VERY DIFFICULT TO OCCUPY.  STATION COUGAR 3 WAS
 SC2470'ESTABLISHED A SHORT DISTANCE TO THE N TO REPLACE THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2469 ***********************************************************************
 SC2469  DESIGNATION -  COUGAR 3
 SC2469  PID         -  SC2469
 SC2469  STATE/COUNTY-  WA/PACIFIC
 SC2469  USGS QUAD   -  NEMAH (1994)
 SC2469
 SC2469                         *CURRENT SURVEY CONTROL
 SC2469  ___________________________________________________________________
 SC2469* NAD 83(1991)-  46 34 02.03544(N)    123 55 17.01184(W)     ADJUSTED  
 SC2469* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SC2469  ___________________________________________________________________
 SC2469  LAPLACE CORR-          18.85  (seconds)                    DEFLEC99
 SC2469  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SC2469
 SC2469  HORZ ORDER  -  THIRD
 SC2469
 SC2469.The horizontal coordinates were established by classical geodetic methods
 SC2469.and adjusted by the National Geodetic Survey in December 1991..
 SC2469
 SC2469.The orthometric height was scaled from a topographic map.
 SC2469
 SC2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2469
 SC2469.The geoid height was determined by GEOID03.
 SC2469
 SC2469;                    North         East     Units Scale Factor Converg.
 SC2469;SPC WA S     -   142,835.205   237,793.599   MT  0.99991465   -2 29 07.0
 SC2469;SPC WA S     -   468,618.50    780,161.17   sFT  0.99991465   -2 29 07.0
 SC2469;UTM  10      - 5,157,486.330   429,387.194   MT  0.99966129   -0 40 08.9
 SC2469
 SC2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2469!SPC WA S     -   1.00000164  x   0.99991465  =   0.99991629
 SC2469!UTM  10      -   1.00000164  x   0.99966129  =   0.99966293
 SC2469
 SC2469|---------------------------------------------------------------------|
 SC2469| PID    Reference Object                     Distance      Geod. Az  |
 SC2469|                                                           dddmmss.s |
 SC2469| CE3036 COUGAR 3 RM 3                         9.769 METERS 03344     |
 SC2469| SC2466 NEEDLE 2                            APPROX. 6.2 KM 1813118.0 |
 SC2469| CE3037 COUGAR 3 RM 4                         4.459 METERS 19222     |
 SC2469| SC2468 NEMAH R ENT PILES CABIN S GAB       APPROX. 5.1 KM 1925502.5 |
 SC2469| SC2481 ILWACO OYSTER HOUSE S GABLE         APPROX. 5.0 KM 1981429.2 |
 SC2469| SC2335 STANLEY CHANNEL LIGHT 4             APPROX. 9.2 KM 2042848.4 |
 SC2469| SC2480 LONG ISLAND SHOAL LIGHT             APPROX. 5.9 KM 2271450.5 |
 SC2469| SC2484 RIDDLE SPIT LIGHT 1953              APPROX. 4.3 KM 2751239.0 |
 SC2469| SC2483 SANDY POINT LIGHT 1953              APPROX. 6.2 KM 3185814.3 |
 SC2469|---------------------------------------------------------------------|
 SC2469
 SC2469                          SUPERSEDED SURVEY CONTROL
 SC2469
 SC2469  NAD 83(1991)-  46 34 02.03448(N)    123 55 17.01171(W) AD(       ) 3
 SC2469  NAD 83(1986)-  46 34 02.03583(N)    123 55 16.99563(W) AD(       ) 3
 SC2469  NAD 27      -  46 34 02.67443(N)    123 55 12.41066(W) AD(       ) 3
 SC2469
 SC2469.Superseded values are not recommended for survey control.
 SC2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2469.See file dsdata.txt to determine how the superseded data were derived.
 SC2469
 SC2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2938757486(NAD 83)
 SC2469_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC2469_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SC2469_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SC2469
 SC2469  HISTORY     - Date     Condition        Report By
 SC2469  HISTORY     - 1953     MONUMENTED       CGS
 SC2469  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SC2469  HISTORY     - 1963     SEE DESCRIPTION  WEYCO
 SC2469
 SC2469                          STATION DESCRIPTION
 SC2469
 SC2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2469'ON THE E SIDE OF WILLAPA BAY ON RAMSEY POINT, A SMALL POINT OF LAND
 SC2469'ABOUT 3.3 MI. S OF THE U.S. HIGHWAY 101 BRIDGE ACROSS THE PALIX
 SC2469'RIVER, ABOUT 4 MI. N-NW OF THE U.S. HIGHWAY 101 BRIDGE ACROSS THE
 SC2469'NORTH NEMAH RIVER, ABOUT 125 FT. SE OF THE E TIP OF A NARROW FINGER
 SC2469'OF LAND, ABOUT 10 FT. NW OF A SOFT SANDSTONE BLUFF, ABOUT 8 FT. E
 SC2469'OF ANOTHER SANDSTONE BLUFF ON THE OPPOSITE SIDE OF THE POINT, AND
 SC2469'ABOUT 5 FT. SW OF A 24-IN. TREE (THE MOST S TREE ON THE POINT N OF
 SC2469'THE SHARP FINGER OF LAND EXTENDING S WHERE THERE IS STILL SOME BRUSH
 SC2469'AT THIS TIME).  THE BLUFF IN THE VICINITY OF THE STATION IS EITHER A
 SC2469'SOFT SANDSTONE OR VERY DENSELY CONSOLIDATED SAND.  THE BANK IS
 SC2469'CRUMBLING.  STATION COUGAR 2 SURFACE MARKS HAVE BEEN DESTROYED
 SC2469'BECAUSE OF CRUMBLING OF THE BANK, AND FOR THE SAME REASON COUGAR 3
 SC2469'WILL PROBABLY LAST ONLY A FEW YEARS.  STATION MARKED BY A STANDARD
 SC2469'DISK, STAMPED COUGAR 3 1953 AND CEMENTED IN THE TOP OF A 30-IN.
 SC2469'SECTION OF 4-IN. CONCRETE SEWER PIPE PROJECTING 4 IN. (NOTE 6A).
 SC2469'THERE IS NO UNDERGROUND MARK.
 SC2469'
 SC2469'REFERENCE MARK 3 IS IN THE MIDDLE OF A DIM TRAIL LEADING NE FROM
 SC2469'THE POINT, A STANDARD DISK, CEMENTED IN THE TOP OF A 30-IN. SECTION
 SC2469'OF 4-IN. CONCRETE SEWER PIPE PROJECTING ABOUT 6 IN. (NOTE 13A).
 SC2469'
 SC2469'REFERENCE MARK 4 IS ON THE MIDDLE OF THE NARROW FINGER OF LAND
 SC2469'EXTENDING S FROM THE POINT, A STANDARD DISK, CEMENTED IN THE TOP OF
 SC2469'A 30-IN. SECTION OF 4-IN. CONCRETE SEWER PIPE PROJECTING ABOUT 4 IN.
 SC2469'(NOTE 13A).
 SC2469'
 SC2469'BEST REACHED BY BOAT AT HIGH TIDE BY LANDING ON THE BEACH TO THE SE
 SC2469'OF THE POINT.  IT CAN ALSO BE REACHED BY TRUCK BY PACKING THROUGH
 SC2469'THE WOODS FROM U.S. HIGHWAY 101.  THERE IS NO TRAIL TO THE STATION
 SC2469'SITE.
 SC2469
 SC2469                          STATION RECOVERY (1954)
 SC2469
 SC2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAG)
 SC2469'STATION MARK AND REFERENCE MARK 3 RECOVERED IN GOOD CONDITION.
 SC2469'REFERENCE MARK 4 NOT RECOVERED.
 SC2469'
 SC2469'STATION IS ON THE E SIDE OF WILLAPA BAY ON RAMSEY POINT (A SMALL
 SC2469'POINT OF LAND ABOUT 3.3 MI. S OF THE U.S. HIGHWAY BRIDGE ACROSS
 SC2469'THE PALIX RIVER), ABOUT 4 MI. N-NW OF THE U.S. HIGHWAY 101 BRIDGE
 SC2469'ACROSS THE NORTH NEMAH RIVER, ABOUT 125 FT. SE OF THE E TIP OF A
 SC2469'NARROW FINGER OF LAND, ABOUT 10 FT. NW OF A SOFT CLAY BLUFF, ABOUT 2
 SC2469'FT. E OF ANOTHER BLUFF ON THE OPPOSITE SIDE OF THE POINT, AND
 SC2469'ABOUT 5 FT. SW OF A 24-IN. TREE (THE MOST S TREE ON THE POINT).  DUE
 SC2469'TO CRUMBLING OF THE BLUFF, THE STATION MARK WILL PROBABLY LAST FOR
 SC2469'ONLY A FEW MONTHS.
 SC2469'
 SC2469'REFERENCE MARK 3 IS IN THE MIDDLE OF A DIM TRAIL LEADING NE FROM
 SC2469'THE STATION, A STANDARD DISK, CEMENTED IN THE TOP OF A 30-IN.
 SC2469'SECTION OF A 4-IN. CONCRETE SEWER PIPE AND PROJECTING 6 IN. ABOVE THE
 SC2469'GROUND.
 SC2469'
 SC2469'REFERENCE MARK 4 IS IN THE MIDDLE OF A NARROW FINGER OF LAND
 SC2469'EXTENDING S FROM THE POINT.  IT WAS NOT RECOVERED BECAUSE CRUMBLING
 SC2469'OF THE BLUFF HAS MADE IT INACCESSIBLE.
 SC2469'
 SC2469'STATION IS BEST REACHED BY BOAT AT HIGH TIDE BY LANDING ON THE BEACH
 SC2469'TO SE OF THE POINT.
 SC2469
 SC2469                          STATION RECOVERY (1963)
 SC2469
 SC2469'RECOVERY NOTE BY WEYERHAEUSER COMPANY 1963
 SC2469'ALL INDICATIONS ARE THAT THIS STATION AND ALL REFERENCE MARKS ARE
 SC2469'GONE.  A TOTAL OF 3 CONCRETE PIPES AND 2 CAST IRON PIPES WERE ON
 SC2469'THE BEACH.  ONLY THE ONE (3) HAD A CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3578 ***********************************************************************
 SY3578  DESIGNATION -  COUGAR MTN KETO MAST
 SY3578  PID         -  SY3578
 SY3578  STATE/COUNTY-  WA/KING
 SY3578  USGS QUAD   -  BLACK DIAMOND (1994)
 SY3578
 SY3578                         *CURRENT SURVEY CONTROL
 SY3578  ___________________________________________________________________
 SY3578* NAD 83(1991)-  47 32 39.72482(N)    122 06 32.00481(W)     ADJUSTED  
 SY3578* NAVD 88     -                                                        
 SY3578  ___________________________________________________________________
 SY3578  LAPLACE CORR-           7.11  (seconds)                    DEFLEC99
 SY3578  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SY3578
 SY3578  HORZ ORDER  -  THIRD
 SY3578
 SY3578.The horizontal coordinates were established by classical geodetic methods
 SY3578.and adjusted by the National Geodetic Survey in December 1991..
 SY3578
 SY3578
 SY3578.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3578
 SY3578.The geoid height was determined by GEOID03.
 SY3578
 SY3578;                    North         East     Units Scale Factor Converg.
 SY3578;SPC WA N     -    61,319.779   403,981.152   MT  0.99999202   -0 56 58.8
 SY3578;SPC WA N     -   201,179.97  1,325,394.83   sFT  0.99999202   -0 56 58.8
 SY3578;UTM  10      - 5,266,045.382   567,055.736   MT  0.99965526   +0 39 26.9
 SY3578
 SY3578                          SUPERSEDED SURVEY CONTROL
 SY3578
 SY3578  NAD 83(1986)-  47 32 39.71631(N)    122 06 32.01109(W) AD(       ) 4
 SY3578  NAD 27      -  47 32 40.35914(N)    122 06 27.58354(W) AD(       ) 3
 SY3578
 SY3578.Superseded values are not recommended for survey control.
 SY3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3578.See file dsdata.txt to determine how the superseded data were derived.
 SY3578
 SY3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6705666045(NAD 83)
 SY3578_MARKER: 42 = RADIO/TV MAST
 SY3578
 SY3578  HISTORY     - Date     Condition        Report By
 SY3578  HISTORY     - 1969     FIRST OBSERVED   CGS
 SY3578
 SY3578                          STATION DESCRIPTION
 SY3578
 SY3578'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY3578'THE STATION IS 4 MILES WEST-NORTHWEST OF ISSAQUAH, 2 MILES
 SY3578'SOUTH-WEST OF THE SOUTH END OF LAKE SAMMAMISH AND IN THE NORTHEAST
 SY3578'QUARTER OF SEC. 25, T 24 N, R 5 E.
 SY3578'
 SY3578'STATION IS THE VERY PROMINENT, 180-FOOT HIGH, DARK COLORED,
 SY3578'HEAVILY CONSTRUCTED MAST ON THE RAY TELCO. CO.  ANTENNA FARM ON
 SY3578'COUGAR MOUNTAIN.  THIS IS THE MOST PROMINENT, TALLEST, MOST
 SY3578'NORTHERLY MAST OF THE SEVEN MASTS NOW AT THIS LOCATION, THE OTHERS
 SY3578'BEING 136 FEET AND LESS IN HEIGHT.  A MAST 175 FEET IN HEIGHT IS
 SY3578'SCHEDULED FOR CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1191 ***********************************************************************
 SX1191  DESIGNATION -  COUGAR MTN LOOKOUT HOUSE
 SX1191  PID         -  SX1191
 SX1191  STATE/COUNTY-  WA/CHELAN
 SX1191  USGS QUAD   -  SILVER FALLS (1987)
 SX1191
 SX1191                         *CURRENT SURVEY CONTROL
 SX1191  ___________________________________________________________________
 SX1191* NAD 83(1991)-  47 53 28.69466(N)    120 34 50.97428(W)     ADJUSTED  
 SX1191* NAVD 88     -                                                        
 SX1191  ___________________________________________________________________
 SX1191  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 SX1191  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 SX1191
 SX1191  HORZ ORDER  -  THIRD
 SX1191
 SX1191.The horizontal coordinates were established by classical geodetic methods
 SX1191.and adjusted by the National Geodetic Survey in December 1991..
 SX1191
 SX1191
 SX1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1191
 SX1191.The geoid height was determined by GEOID03.
 SX1191
 SX1191;                    North         East     Units Scale Factor Converg.
 SX1191;SPC WA N     -    99,127.776   518,882.006   MT  0.99995004   +0 11 16.8
 SX1191;SPC WA N     -   325,221.71  1,702,365.38   sFT  0.99995004   +0 11 16.8
 SX1191;UTM  10      - 5,307,052.229   680,832.879   MT  1.00000184   +1 47 42.7
 SX1191
 SX1191                          SUPERSEDED SURVEY CONTROL
 SX1191
 SX1191  NAD 83(1986)-  47 53 28.69308(N)    120 34 50.95856(W) AD(       ) 4
 SX1191  NAD 27      -  47 53 29.23300(N)    120 34 46.59900(W) AD(       ) 3
 SX1191
 SX1191.Superseded values are not recommended for survey control.
 SX1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1191.See file dsdata.txt to determine how the superseded data were derived.
 SX1191
 SX1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFU8083307052(NAD 83)
 SX1191
 SX1191  HISTORY     - Date     Condition        Report By
 SX1191  HISTORY     - 1950     MONUMENTED       CGS
 SX1191
 SX1191                          STATION DESCRIPTION
 SX1191
 SX1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SX1191'THE STATION IS LOCATED IN THE WENATCHEE NATIONAL FOREST AND ON THE
 SX1191'HIGHEST POINT OF COUGAR MOUNTAIN.  IT IS ABOUT 27 MILES AIRLINE
 SX1191'WEST-NORTHWEST OF CHELAN, ABOUT 35 MILES AIRLINE NORTH-NORTHWEST OF
 SX1191'WENATCHEE, AND ABOUT 40 MILES AIRLINE WEST-SOUTHWEST OF BREWSTER.
 SX1191'
 SX1191'THE STATION IS A STANDARD 14-FOOT SQUARE WOODEN BUILDING THAT SITS
 SX1191'ON THE GROUND.  THE BUILDING HAS A V-TYPE ROOF THAT IS ABOUT 12 FEET
 SX1191'ABOVE THE GROUND.  THE CENTER OF THE ROOF WAS THE POINT
 SX1191'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3575 ***********************************************************************
 SY3575  DESIGNATION -  COUGAR MTN PUGET PWR MICROWAVE
 SY3575  PID         -  SY3575
 SY3575  STATE/COUNTY-  WA/KING
 SY3575  USGS QUAD   -  BLACK DIAMOND (1994)
 SY3575
 SY3575                         *CURRENT SURVEY CONTROL
 SY3575  ___________________________________________________________________
 SY3575* NAD 83(1991)-  47 32 34.89611(N)    122 06 36.57976(W)     ADJUSTED  
 SY3575* NAVD 88     -                                                        
 SY3575  ___________________________________________________________________
 SY3575  LAPLACE CORR-           7.28  (seconds)                    DEFLEC99
 SY3575  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SY3575
 SY3575  HORZ ORDER  -  THIRD
 SY3575
 SY3575.The horizontal coordinates were established by classical geodetic methods
 SY3575.and adjusted by the National Geodetic Survey in December 1991..
 SY3575
 SY3575
 SY3575.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3575
 SY3575.The geoid height was determined by GEOID03.
 SY3575
 SY3575;                    North         East     Units Scale Factor Converg.
 SY3575;SPC WA N     -    61,172.259   403,883.025   MT  0.99999225   -0 57 02.2
 SY3575;SPC WA N     -   200,695.99  1,325,072.89   sFT  0.99999225   -0 57 02.2
 SY3575;UTM  10      - 5,265,895.218   566,961.816   MT  0.99965510   +0 39 23.5
 SY3575
 SY3575                          SUPERSEDED SURVEY CONTROL
 SY3575
 SY3575  NAD 83(1986)-  47 32 34.88879(N)    122 06 36.58733(W) AD(       ) 4
 SY3575  NAD 27      -  47 32 35.53002(N)    122 06 32.15709(W) AD(       ) 3
 SY3575
 SY3575.Superseded values are not recommended for survey control.
 SY3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3575.See file dsdata.txt to determine how the superseded data were derived.
 SY3575
 SY3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6696265895(NAD 83)
 SY3575
 SY3575  HISTORY     - Date     Condition        Report By
 SY3575  HISTORY     - 1973     MONUMENTED       NGS
 SY3575
 SY3575                          STATION DESCRIPTION
 SY3575
 SY3575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3575'STATION IS ABOUT 5-1/2 MILES NORTHEAST OF RENTON, 3 MILES SOUTHEAST
 SY3575'OF EASTGATE, 2-3/4 MILES WEST OF ISSAQUAH AND ON TOP OF COUGAR
 SY3575'MOUNTAIN.  THE POINT INTERSECTED WAS THE CENTER OF THE PUGET POWER,
 SY3575'COUGAR MOUNTAIN SUB-STATION, MICROWAVE TOWER.  IT IS A STEEL
 SY3575'STRUCTURE AND ABOUT 80 FEET HIGH.
 SY3575'
 SY3575'TO REACH FROM THE INTERSECTION OF SE COUGAR MTN. RD. AND 173
 SY3575'AVE. SE, ABOUT 3 MILES SOUTHEAST OF EASTGATE, GO SOUTHERLY ON 173
 SY3575'AVE. SE FOR 0.2 MILES TO A CROSSROAD.  CONTINUE AHEAD FOR 0.05 MILE
 SY3575'TO MICROWAVE TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1446 ***********************************************************************
 SW1446  DESIGNATION -  COULEE
 SW1446  PID         -  SW1446
 SW1446  STATE/COUNTY-  WA/DOUGLAS
 SW1446  USGS QUAD   -  MOLD (1965)
 SW1446
 SW1446                         *CURRENT SURVEY CONTROL
 SW1446  ___________________________________________________________________
 SW1446* NAD 83(1991)-  47 37 48.06943(N)    119 20 26.02180(W)     ADJUSTED  
 SW1446* NAVD 88     -       575.5    (meters)    1888.     (feet)  VERTCON   
 SW1446  ___________________________________________________________________
 SW1446  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 SW1446  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 SW1446
 SW1446  HORZ ORDER  -  SECOND
 SW1446
 SW1446.The horizontal coordinates were established by classical geodetic methods
 SW1446.and adjusted by the National Geodetic Survey in December 1991..
 SW1446
 SW1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1446
 SW1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1446
 SW1446.The geoid height was determined by GEOID03.
 SW1446
 SW1446;                    North         East     Units Scale Factor Converg.
 SW1446;SPC WA N     -    71,134.842   612,183.307   MT  0.99997828   +1 06 41.0
 SW1446;SPC WA N     -   233,381.56  2,008,471.40   sFT  0.99997828   +1 06 41.0
 SW1446;UTM  11      - 5,277,833.866   324,164.365   MT  0.99997996   -1 43 46.8
 SW1446
 SW1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1446!SPC WA N     -   0.99991292  x   0.99997828  =   0.99989120
 SW1446!UTM  11      -   0.99991292  x   0.99997996  =   0.99989288
 SW1446
 SW1446|---------------------------------------------------------------------|
 SW1446| PID    Reference Object                     Distance      Geod. Az  |
 SW1446|                                                           dddmmss.s |
 SW1446| CF1277 COULEE RM 2                          16.123 METERS 00111     |
 SW1446| SW1450 DRY FALLS 1937                      APPROX. 2.4 KM 2170203.9 |
 SW1446| CF1278 COULEE RM 3                           8.603 METERS 28043     |
 SW1446|---------------------------------------------------------------------|
 SW1446
 SW1446                          SUPERSEDED SURVEY CONTROL
 SW1446
 SW1446  NAD 83(1986)-  47 37 48.07833(N)    119 20 26.01241(W) AD(       ) 2
 SW1446  NAD 27      -  47 37 48.55300(N)    119 20 21.91200(W) AD(       ) 2
 SW1446  NGVD 29 (07/19/86)  574.3    (m)         1884.     (f) VERT ANG       
 SW1446
 SW1446.Superseded values are not recommended for survey control.
 SW1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1446.See file dsdata.txt to determine how the superseded data were derived.
 SW1446
 SW1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN2416477834(NAD 83)
 SW1446_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1446
 SW1446  HISTORY     - Date     Condition        Report By
 SW1446  HISTORY     - 1937     MONUMENTED       BOR
 SW1446  HISTORY     - 1971     SEE DESCRIPTION  BPA
 SW1446  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SW1446
 SW1446                          STATION DESCRIPTION
 SW1446
 SW1446'DESCRIBED BY US BUREAU OF RECLAMATION 1937 (CMB)
 SW1446'STATION IS LOCATED IN THE SW 1/4 OF SEC. 29, T. 25 N., R. 28
 SW1446'E. W.M., ABOUT 200 FEET E OF FENCE AND SECTION LINE 30-29, AND
 SW1446'ABOUT 1,200 FEET N OF SECS. 30-29/31-32, ON A SMALL EARTH FLAT ON
 SW1446'SCABROCK.  IT IS ABOUT 200 FEET N OF WASHINGTON WATER POWER
 SW1446'TRANSMISSION LINES TO CHELAN, BETWEEN TWO OLD RAILROAD GRADES AND
 SW1446'ABOUT 100 FEET FROM E ONE.
 SW1446'
 SW1446'REACHED FROM COULEE CITY AS FOLLOWS--0.00 MILES, POST OFFICE,
 SW1446'DRIVE W ON HIGHWAY.  0.80, JUNCTION U.S. HIGHWAY 10, CONTINUE
 SW1446'W.  2.30, JUNCTION U.S. HIGHWAY 10 AND STATE HIGHWAY 10 TOWARD
 SW1446'MANSFIELD.  3.45, RIGHT OFF STATE HIGHWAY 10.  3.50, SHARP RIGHT
 SW1446'ON OLD OVERGROWN ROAD.  3.65, LEFT ALONG N SIDE OF DOUBLE POWER
 SW1446'LINE, THROUGH FENCE TO 3.85, THEN LEFT 200 FEET TO STATION ON
 SW1446'SMALL DIRT POINT.
 SW1446'
 SW1446'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 11A,
 SW1446'RESPECTIVELY.
 SW1446'
 SW1446'HEIGHT OF STAND ABOVE STATION MARK - 1.27 METERS.
 SW1446
 SW1446                          STATION RECOVERY (1971)
 SW1446
 SW1446'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1971
 SW1446'FROM THE POST OFFICE IN COULEE CITY, WASHINGTON, GO NORTH 0.3 MILE
 SW1446'TO U.S. HIGHWAY 2.  TURN LEFT AND GO WEST ACROSS DRY FALLS DAM AT
 SW1446'THE SOUTH END OF BANKS LAKE TO THE JUNCTION WITH P.S.H. 17
 SW1446'APPROXIMATELY 2 MILES.  TURN RIGHT AND GO NORTH FOR 50 FEET TO A
 SW1446'TRACK ROAD LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD FOR 0.4
 SW1446'MILE TO A WIRE GATE.  TURN RIGHT AND GO NORTH ALONG FENCE LINE TO
 SW1446'2ND OF TWO 3-PHASE POWER LINES.  STATION IS 200 FEET + OR -
 SW1446'NORTH OF NORTH POWER LINE AND 100 FEET WEST OF OLD RAILROAD
 SW1446'GRADE ON A SMALL EARTH MOUND.  REFERENCE MARK 1 IS DAMAGED.
 SW1446
 SW1446                          STATION RECOVERY (1972)
 SW1446
 SW1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SW1446'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 SW1446'NO. 1 WAS FOUND WITH THE TOP BROKEN OFF.  TWO NEW REFERENCE MARKS
 SW1446'WERE ESTABLISHED.  STATION DRY FALLS WILL SERVE AS AN AZIMUTH MARK.
 SW1446'
 SW1446'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 17 AND
 SW1446'U.S. HIGHWAY 2, AT THE WESTERN END OF DRY FALLS DAM (2 MILES WEST
 SW1446'OF COULEE CITY), GO WESTERLY ON U.S. HIGHWAY 2 FOR ABOUT 100 YARDS
 SW1446'TURN RIGHT, OFF HIGHWAY AND FOLLOW THE TRACK ROAD WESTERLY ALONG
 SW1446'THE NORTH SIDE OF THE HIGHWAY FOR 0.7 MILE, THEN NORTH 0.4 MILE
 SW1446'TO A Y, ABOUT 75 YARDS BEYOND THE POWER LINES.  TURN RIGHT AND
 SW1446'GO NORTHEAST ACROSS COUNTRY FOR 0.35 MILE TO A GATE IN THE
 SW1446'FENCE, NEAR THE QUARTER-CORNER BETWEEN SECTIONS 29 AND 30.
 SW1446'PASS THROUGH THE GATE AND GO SOUTH ALONG THE EAST SIDE OF THE
 SW1446'FENCE FOR 0.3 MILE TO THE STATION, 85 YARDS EAST OF THE SECTION
 SW1446'LINE FENCE.  WHEN STANDING AT THE STATION MARK, THE GRAIN
 SW1446'ELEVATORS IN COULEE CITY APPROXIMATELY LINE UP WITH THE
 SW1446'INTERSECTION OF THE CENTERLINES OF S.H. 17 AND U.S. 2 AT THE
 SW1446'WESTERN END OF DRY FALLS DAM.
 SW1446'
 SW1446'THE STATION MARK IS A BUREAU OF RECLAMATION DISK SET IN A 1-FOOT
 SW1446'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 68 YARDS NORTH
 SW1446'OF THE NORTH ONE OF A PAIR OF WOODEN POWER POLES ON THE NORTH ONE
 SW1446'OF TWO DOUBLE POLE POWER LINES, 50 YARDS WEST OF AN OLD RAILROAD
 SW1446'GRADE, 2 FEET NORTHEAST OF A METAL WITNESS POST, AND ON A 20-FOOT
 SW1446'DIAMETER MOUND WHICH IS ABOUT 2 FEET HIGH.
 SW1446'
 SW1446'REFERENCE MARK NO. 2, STAMPED COULEE 1937 NO 2 1972, IS A STANDARD
 SW1446'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES AND IS
 SW1446'ABOUT 1 FOOT HIGHER THAN THE STATION.
 SW1446'
 SW1446'REFERENCE MARK NO. 3, STAMPED COULEE 1937 NO 3 1972, IS A STANDARD
 SW1446'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES AND IS
 SW1446'ABOUT 1 FOOT HIGHER THAN THE STATION MARK.
 SW1446'
 SW1446'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SW1446'2-1/2 MILES WEST-NORTHWEST OF COULEE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1576 ***********************************************************************
 SW1576  DESIGNATION -  COULEE
 SW1576  PID         -  SW1576
 SW1576  STATE/COUNTY-  WA/DOUGLAS
 SW1576  USGS QUAD   -  APPLEDALE (1976)
 SW1576
 SW1576                         *CURRENT SURVEY CONTROL
 SW1576  ___________________________________________________________________
 SW1576* NAD 83(1991)-  47 19 31.50082(N)    119 59 50.44020(W)     ADJUSTED  
 SW1576* NAVD 88     -       670.28   (+/-2cm)    2199.1    (feet)  VERTCON   
 SW1576  ___________________________________________________________________
 SW1576  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 SW1576  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 SW1576
 SW1576  HORZ ORDER  -  SECOND
 SW1576  VERT ORDER  -  THIRD ? (See Below)
 SW1576
 SW1576.The horizontal coordinates were established by classical geodetic methods
 SW1576.and adjusted by the National Geodetic Survey in December 1991..
 SW1576
 SW1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1576.The vertical order pertains to the NGVD 29 superseded value.
 SW1576
 SW1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1576
 SW1576.The geoid height was determined by GEOID03.
 SW1576
 SW1576;                    North         East     Units Scale Factor Converg.
 SW1576;SPC WA N     -    36,524.099   563,195.994   MT  1.00003714   +0 37 20.7
 SW1576;SPC WA N     -   119,829.48  1,847,752.19   sFT  1.00003714   +0 37 20.7
 SW1576;SPC WA S     -   221,550.942   537,996.903   MT  0.99999820   +0 21 54.5
 SW1576;SPC WA S     -   726,871.72  1,765,078.17   sFT  0.99999820   +0 21 54.5
 SW1576;UTM  11      - 5,245,684.849   273,520.691   MT  1.00023041   -2 12 16.7
 SW1576;UTM  10      - 5,245,700.310   726,880.579   MT  1.00023265   +2 12 30.7
 SW1576
 SW1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1576!SPC WA N     -   0.99989809  x   1.00003714  =   0.99993523
 SW1576!SPC WA S     -   0.99989809  x   0.99999820  =   0.99989629
 SW1576!UTM  11      -   0.99989809  x   1.00023041  =   1.00012848
 SW1576!UTM  10      -   0.99989809  x   1.00023265  =   1.00013072
 SW1576
 SW1576|---------------------------------------------------------------------|
 SW1576| PID    Reference Object                     Distance      Geod. Az  |
 SW1576|                                                           dddmmss.s |
 SW1576| CF1280 COULEE RM 1                          13.482 METERS 00557     |
 SW1576| CF1279 COULEE AZ MK                                       1960635.6 |
 SW1576| CF1281 COULEE RM 2                          13.626 METERS 25430     |
 SW1576|---------------------------------------------------------------------|
 SW1576
 SW1576                          SUPERSEDED SURVEY CONTROL
 SW1576
 SW1576  NAD 83(1986)-  47 19 31.50683(N)    119 59 50.42694(W) AD(       ) 2
 SW1576  NAD 27      -  47 19 32.03500(N)    119 59 46.22200(W) AD(       ) 2
 SW1576  NGVD 29 (07/19/86)  669.12   (m)         2195.3    (f) LEVELING    3  
 SW1576
 SW1576.Superseded values are not recommended for survey control.
 SW1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1576.See file dsdata.txt to determine how the superseded data were derived.
 SW1576
 SW1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN7352145685(NAD 83)
 SW1576_MARKER: DD = SURVEY DISK
 SW1576_SETTING: 66 = SET IN ROCK OUTCROP
 SW1576_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SW1576
 SW1576  HISTORY     - Date     Condition        Report By
 SW1576  HISTORY     - 1948     MONUMENTED       USGS
 SW1576  HISTORY     - 1956     GOOD             CGS
 SW1576  HISTORY     - 1962     GOOD             CGS
 SW1576  HISTORY     - 1966     GOOD             CGS
 SW1576  HISTORY     - 1971     GOOD             BPA
 SW1576
 SW1576                          STATION DESCRIPTION
 SW1576
 SW1576'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (WRH)
 SW1576'THE STATION IS LOCATED ON THE TOP OF A ROCKY, ROUND TOPPED HILL
 SW1576'THAT IS ON THE EAST SIDE OF MOSES COULEE.  IT IS ABOUT 9 MILES
 SW1576'AIRLINE NORTHWEST OF QUINCY, ABOUT 8 MILES AIRLINE EAST SOUTHEAST
 SW1576'OF ROCK ISLAND AND ABOUT 5 MILES AIRLINE NORTHEAST OF THE MOUTH
 SW1576'OF MOSES COULEE.
 SW1576'
 SW1576'THE STATION IS SURROUNDED BY A 3 FOOT ROCK WALL AND IS 6 FEET
 SW1576'SOUTH OF A WHITE WITNESS POST.  IT IS A STANDARD USGS DISK THAT
 SW1576'IS CEMENTED IN A DRILL HOLE IN BEDROCK.  THE DISK IS ABOUT 8
 SW1576'INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS NOT STAMPED.
 SW1576'
 SW1576'REFERENCE MARK NUMBER ONE IS SET IN A DRILL HOLE IN AN OUTCROPPING
 SW1576'ROCK THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED
 SW1576'COULEE USGS NO 1 1948.
 SW1576'
 SW1576'REFERENCE MARK NUMBER TWO IS SET IN A DRILL HOLE IN AN
 SW1576'OUTCROPPING ROCK THAT PROJECTS 7 INCHES ABOVE THE GROUND.  THE
 SW1576'DISK IS STAMPED COULEE USGS NO 2 1948.
 SW1576'
 SW1576'THE AZIMUTH MARK IS 170 FEET WEST OF A TRACK ROAD FORK, 2 FEET
 SW1576'SOUTHWEST OF A SMALL CAIRN AND IS SET IN A DRILL HOLE IN LEDGE
 SW1576'ROCK THAT PROJECTS ABOUT 3 FEET ON THE NORTH FACE AND IS FLUSH WITH
 SW1576'THE GROUND ON THE SOUTH AND EAST.  THE DISK IS STAMPED COULEE
 SW1576'USGS 1948.  TO REACH THE MARK FROM THE STATION GO SOUTHERLY
 SW1576'ALONG THE WEST SIDE OF A CULTIVATED FIELD FOR 1.0 MILE TO A
 SW1576'TRACK ROAD.  TURN RIGHT, SOUTHWEST, AND FOLLOW THE TRACK ROAD
 SW1576'FOR 0.1 MILE TO A FORK AND THE MARK IS DUE WEST OF THE
 SW1576'FORK AS DESCRIBED.
 SW1576'
 SW1576'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TRINIDAD
 SW1576'GO NORTH ON THE STATE HIGHWAY NUMBER 10 FOR 8.7 MILES TO A PAVED
 SW1576'ROAD RIGHT.  TURN RIGHT, NORTHEAST, AS PER SIGN MOSES COULEE
 SW1576'AND GO 2.0 MILES TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT, EAST,
 SW1576'AND GO 0.5 MILE TO THE RAILROAD TRACKS.  CROSS OVER THE TRACKS
 SW1576'AND TAKE THE LEFT FORK AND GO UP THE CANYON FOR 2.4 MILES TO
 SW1576'THE TOP OF THE GRADE.  TURN SHARP RIGHT, WEST, AND FOLLOW THE
 SW1576'TRACK ROAD ALONG THE EDGE OF THE FIELD FOR 0.5 MILE.  TURN
 SW1576'RIGHT, NORTH, AND FOLLOW THE WEST EDGE OF THE FIELD FOR 1.0 MILE
 SW1576'TO THE HIGHEST POINT OF THE ROCKY HILL AND THE STATION AS
 SW1576'DESCRIBED.
 SW1576
 SW1576                          STATION RECOVERY (1956)
 SW1576
 SW1576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WH)
 SW1576'STATION AND DESCRIPTION OF GETTING THERE SAS AS DESCRIBED.  THE
 SW1576'GATE ON THE ROAD THAT GOES FROM THE PAVED ROAD ACROSS THE
 SW1576'COULEE AND UP THE DRAW ON THE OTHER SIDE IS LOCKED, BUT THE KEY
 SW1576'MAY BE OBTAINED BY THE OWNER WHO LIVES APPROXIMATELY 5 MILES
 SW1576'FURTHER UP THE COULEE AT A LARGE PRUNE ORCHARD.  ALSO B.P.A. AND
 SW1576'THE CHELAN COUNTY P.U.D. HAVE LOCKS ON THE GATE.  ROCK CAIRN
 SW1576'IS GONE.
 SW1576
 SW1576                          STATION RECOVERY (1962)
 SW1576
 SW1576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AJP)
 SW1576'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE TO REACH IS
 SW1576'ADEQUATE EXCEPT AT THE TOP OF THE GRADE TURN SHARP LEFT INSTEAD
 SW1576'OF SHARP RIGHT.
 SW1576
 SW1576                          STATION RECOVERY (1966)
 SW1576
 SW1576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SW1576'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED.  THE
 SW1576'AZIMUTH MARK WAS NOT SEARCHED FOR.  FOLLOWING 1948 DIRECTIONS TO
 SW1576'REACH, THERE IS A LOCKED GATE 4.4 MILES FROM THE STATION, AND
 SW1576'ROAD APPEARS TO BE USED VERY LITTLE.  NEW DIRECTIONS TO REACH
 SW1576'FOLLOW.
 SW1576'
 SW1576'STATION IS 21 MILES WEST OF EPHRATA, 9 MILES NORTHWEST OF
 SW1576'QUINCY, 6-1/2 MILES NORTH OF TRINIDAD, ON A HIGH, ROUND, ROCKY
 SW1576'HILL (ELEVATION 2195 FEET), WHICH OVERLOOKS MOSES COULEE.  MOSES
 SW1576'COULEE SWINGS TO THE WEST AROUND THIS HILL WHICH IS IN SECTION
 SW1576'7, T 21N, R 23E.  THERE IS A SLIGHTLY HIGHER RIDGE ABOUT 2 MILES
 SW1576'NORTH OF THE STATION.
 SW1576'
 SW1576'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY MARK SET IN BEDROCK
 SW1576'ABOUT 8 INCHES BELOW GROUND, IN THE APPROXIMATE CENTER OF THE
 SW1576'BARE, ROCKY SUMMIT OF THE FLATTOPPED HILL, 20 YARDS WEST OF THE
 SW1576'GRASS LINE ON THE EAST SIDE OF THE HILL.
 SW1576'
 SW1576'REFERENCE MARK NO. 1, STAMPED COULEE USGS NO 1 1948, IS A
 SW1576'STANDARD DISK SET IN BEDROCK WHICH PROJECTS ABOUT 3 INCHES.  IT
 SW1576'IS 1 FOOT SOUTH OF A 2-FOOT CAIRN AND ABOUT 1 FOOT LOWER THAN
 SW1576'THE STATION.
 SW1576'
 SW1576'REFERENCE MARK NO. 2, STAMPED COULEE USGS NO 2 1948, IS A
 SW1576'STANDARD DISK SET IN BEDROCK WITH AN 18-INCH DIAMETER PIECE
 SW1576'EXPOSED AND PROJECTING 7 INCHES, ON THE WESTERN SIDE OF THE
 SW1576'HILL AND ABOUT 1 FOOT LOWER THAN THE STATION.
 SW1576'
 SW1576'REACHED FROM THE INTERSECTION OF STATE HIGHWAYS 28 AND 281 IN
 SW1576'QUINCY BY GOING WEST ON STATE HIGHWAY 28 FOR 1.0 MILE TO A
 SW1576'CROSSROAD, TURN RIGHT AND GO NORTH 1.0 MILE TO THE INTERSECTION
 SW1576'OF COUNTY ROADS 11-NW AND R-NW, TURN LEFT AND GO WEST 2.0 MILES
 SW1576'ON 11-NW TO A CROSSROAD, TURN RIGHT AND GO NORTH 2.0 MILES TO TWO
 SW1576'DOUBLE POLE EAST-WEST POWER LINES, BEAR RIGHT AND FOLLOW ROAD
 SW1576'WEST AND NORTHWEST FOR 1.7 MILES TO A CROSSROAD IN THE BOTTOM OF
 SW1576'A RAVINE, CONTINUE STRAIGHT AHEAD, NORTHWEST ON GRAVEL ROAD
 SW1576'UP A DRAW FOR 3.3 MILES TO A GATE AT A T-FENCE CORNER.  (FROM
 SW1576'HERE THE UNCULTIVATED TOP OF THE STATION HILL CAN BE SEEN
 SW1576'ABOUT 20 DEGREES NORTH OF WEST AND 3/4 MILE DISTANT.  LAND
 SW1576'TO EAST AND SOUTH OF STATION IS CULTIVATED, WEST AND NORTH
 SW1576'IS UPPER EDGE OF COULEE BANK).  PASS THROUGH THE GATE AND
 SW1576'CONTINUE NORTH 0.3 MILE TO A TRACK ROAD LEFT, TURN LEFT AND
 SW1576'FOLLOW TRACK ROAD WEST AND NORTHWEST BETWEEN A CULTIVATED
 SW1576'FIELD AND DEEP RAVINE FOR 0.7 MILE TO THE NORTH CORNER OF
 SW1576'THE CULTIVATED FIELD AND THE STATION ABOUT 100 YARDS SOUTHWEST
 SW1576'ON THE SUMMIT OF THE HILL.  THERE ARE NUMEROUS LOOSE ROCKS
 SW1576'LAYING AROUND THE STATION MARK.
 SW1576
 SW1576                          STATION RECOVERY (1971)
 SW1576
 SW1576'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1971
 SW1576'FROM THE BPA SUBSTATION AT THE WEST EDGE OF QUINCY, WASHINGTON,
 SW1576'GO NORTH 1.0 MILE TO ROAD 11 N.W.  TURN LEFT ON ROAD 11 N.W. AND
 SW1576'GO 2.1 MILES TO ROAD T N.W.  TURN RIGHT ON ROAD T N.W. AND GO
 SW1576'2.1 MILES TO A T INTERSECTION.  TURN LEFT ON MAIN ROAD AND GO
 SW1576'3.8 MILES TO A HIGHWAY INTERSECTION.  CONTINUE STRAIGHT AHEAD
 SW1576'2.9 MILES TO POWER LINES.  CROSS UNDER POWER LINES AND CONTINUE
 SW1576'0.8 MILE TO A TRACK ROAD LEFT AT NORTH EDGE OF CULTIVATED
 SW1576'FIELD.  TURN LEFT AND GO AS DESCRIBED IN EXISTING
 SW1576'DESCRIPTION.  AZIMUTH, RMS AND STATION ALL FOUND IN GOOD
 SW1576'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1451 ***********************************************************************
 SW1451  DESIGNATION -  COULEE CITY HIGH SCHOOL FP
 SW1451  PID         -  SW1451
 SW1451  STATE/COUNTY-  WA/GRANT
 SW1451  USGS QUAD   -  COULEE CITY (1965)
 SW1451
 SW1451                         *CURRENT SURVEY CONTROL
 SW1451  ___________________________________________________________________
 SW1451* NAD 83(1991)-  47 36 49.11049(N)    119 17 36.28703(W)     ADJUSTED  
 SW1451* NAVD 88     -                                                        
 SW1451  ___________________________________________________________________
 SW1451  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 SW1451  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 SW1451
 SW1451  HORZ ORDER  -  THIRD
 SW1451
 SW1451.The horizontal coordinates were established by classical geodetic methods
 SW1451.and adjusted by the National Geodetic Survey in December 1991..
 SW1451
 SW1451
 SW1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1451
 SW1451.The geoid height was determined by GEOID03.
 SW1451
 SW1451;                    North         East     Units Scale Factor Converg.
 SW1451;SPC WA S     -   254,169.696   590,715.594   MT  1.00007627   +0 52 35.3
 SW1451;SPC WA S     -   833,888.41  1,938,039.41   sFT  1.00007627   +0 52 35.3
 SW1451;UTM  11      - 5,275,907.951   327,652.400   MT  0.99996503   -1 41 39.7
 SW1451
 SW1451                          SUPERSEDED SURVEY CONTROL
 SW1451
 SW1451  NAD 83(1986)-  47 36 49.11975(N)    119 17 36.27810(W) AD(       ) 4
 SW1451  NAD 27      -  47 36 49.60000(N)    119 17 32.17000(W) AD(       ) 3
 SW1451
 SW1451.Superseded values are not recommended for survey control.
 SW1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1451.See file dsdata.txt to determine how the superseded data were derived.
 SW1451
 SW1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN2765275908(NAD 83)
 SW1451
 SW1451  HISTORY     - Date     Condition        Report By
 SW1451  HISTORY     - UNK      MONUMENTED
 SW1451  HISTORY     - 1963     SEE DESCRIPTION  USGS
 SW1451
 SW1451                          STATION DESCRIPTION
 SW1451
 SW1451'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 SW1451'A NEW HIGH SCHOOL HAS BEEN BUILT--THE OLD ONE HAS BEEN REMOVED
 SW1451'AND A NEW COMMUNITY CLINIC BUILDING HAS BEEN BUILT ON THE LOCATION
 SW1451'OF THE OLD SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1361 ***********************************************************************
 SB1361  DESIGNATION -  COUNCIL BLUFF
 SB1361  PID         -  SB1361
 SB1361  STATE/COUNTY-  WA/SKAMANIA
 SB1361  USGS QUAD   -  EAST CANYON RIDGE (1994)
 SB1361
 SB1361                         *CURRENT SURVEY CONTROL
 SB1361  ___________________________________________________________________
 SB1361* NAD 83(1991)-  46 16 18.19180(N)    121 38 16.42714(W)     ADJUSTED  
 SB1361* NAVD 88     -      1580.1    (meters)    5184.     (feet)  VERTCON   
 SB1361  ___________________________________________________________________
 SB1361  LAPLACE CORR-           7.00  (seconds)                    DEFLEC99
 SB1361  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 SB1361
 SB1361  HORZ ORDER  -  THIRD
 SB1361
 SB1361.The horizontal coordinates were established by classical geodetic methods
 SB1361.and adjusted by the National Geodetic Survey in April 1994..
 SB1361
 SB1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1361
 SB1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1361
 SB1361.The geoid height was determined by GEOID03.
 SB1361
 SB1361;                    North         East     Units Scale Factor Converg.
 SB1361;SPC WA S     -   104,933.804   412,296.483   MT  0.99992948   -0 49 35.6
 SB1361;SPC WA S     -   344,270.32  1,352,676.04   sFT  0.99992948   -0 49 35.6
 SB1361;UTM  10      - 5,125,139.746   604,952.936   MT  0.99973540   +0 59 03.8
 SB1361
 SB1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1361!SPC WA S     -   0.99975542  x   0.99992948  =   0.99968492
 SB1361!UTM  10      -   0.99975542  x   0.99973540  =   0.99949088
 SB1361
 SB1361                          SUPERSEDED SURVEY CONTROL
 SB1361
 SB1361  NGVD 29 (04/13/94) 1578.9    (m)         5180.     (f) VERT ANG       
 SB1361
 SB1361.Superseded values are not recommended for survey control.
 SB1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1361.See file dsdata.txt to determine how the superseded data were derived.
 SB1361
 SB1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS0495325140(NAD 83)
 SB1361_MARKER: DD = SURVEY DISK
 SB1361_SETTING: 66 = SET IN ROCK OUTCROP
 SB1361_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SB1361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB1361+STABILITY: POSITION/ELEVATION WELL
 SB1361
 SB1361  HISTORY     - Date     Condition        Report By
 SB1361  HISTORY     - 1964     MONUMENTED       USGS
 SB1361  HISTORY     - 1970     GOOD             USGS
 SB1361
 SB1361                          STATION DESCRIPTION
 SB1361
 SB1361'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SB1361'LOCATED ABOUT 24 MI SE. OF RANDLE, 19 MI NW. OF TROUT LAKE, ABOUT
 SB1361'0.5 MI W. OF COUNCIL LAKE.  AT OLD SITE OF COUNCIL BLUFF LOH
 SB1361'(DESTROYED).
 SB1361'
 SB1361'TO REACH FROM RANDLE, DRIVE ABOUT 28 MI S. ON MT. ADAMS AND
 SB1361'RANDLE-TROUT LAKE RD. TO COUNCIL LAKE RD. MARKED BY USFS SIGN.
 SB1361'DRIVE W. THROUGH COUNCIL LAKE CAMPGROUND ABOUT 2 MI TO END OF
 SB1361'RD.  WALK UP TRAIL TO TOP AND STATION AT SITE OF LOH.  ABOUT A
 SB1361'15-MINUTE PACK.
 SB1361'
 SB1361'STATION MARK--STANDARD BRONZE TABLET
 SB1361'STAMPED---COUNCIL BLUFF 5163---, IN DRILL HOLE IN ROCK OUTCROP.
 SB1361'
 SB1361'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN DRILL
 SB1361'HOLE IN ROCK OUTCROP.
 SB1361'
 SB1361'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN DRILL
 SB1361'HOLE IN ROCK OUTCROP.
 SB1361
 SB1361                          STATION RECOVERY (1970)
 SB1361
 SB1361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SB1361'RECOVERED AS DESCRIBED.  STATION MARK AND RM 1 IN GOOD
 SB1361'CONDITION.  RM 2 NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5123 ***********************************************************************
 SY5123  DESIGNATION -  COUNT
 SY5123  PID         -  SY5123
 SY5123  STATE/COUNTY-  WA/KITSAP
 SY5123  USGS QUAD   -  SUQUAMISH (1981)
 SY5123
 SY5123                         *CURRENT SURVEY CONTROL
 SY5123  ___________________________________________________________________
 SY5123* NAD 83(1991)-  47 43 44.68515(N)    122 33 05.51938(W)     ADJUSTED  
 SY5123* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY5123  ___________________________________________________________________
 SY5123  LAPLACE CORR-         -12.20  (seconds)                    DEFLEC99
 SY5123  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 SY5123
 SY5123  HORZ ORDER  -  SECOND
 SY5123
 SY5123.The horizontal coordinates were established by classical geodetic methods
 SY5123.and adjusted by the National Geodetic Survey in December 1991..
 SY5123
 SY5123.The orthometric height was scaled from a topographic map.
 SY5123
 SY5123.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5123
 SY5123.The geoid height was determined by GEOID03.
 SY5123
 SY5123;                    North         East     Units Scale Factor Converg.
 SY5123;SPC WA N     -    82,499.096   371,124.051   MT  0.99996515   -1 16 45.2
 SY5123;SPC WA N     -   270,665.78  1,217,596.16   sFT  0.99996515   -1 16 45.2
 SY5123;UTM  10      - 5,286,286.605   533,628.352   MT  0.99961390   +0 19 54.7
 SY5123
 SY5123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5123!SPC WA N     -   1.00000345  x   0.99996515  =   0.99996860
 SY5123!UTM  10      -   1.00000345  x   0.99961390  =   0.99961735
 SY5123
 SY5123|---------------------------------------------------------------------|
 SY5123| PID    Reference Object                     Distance      Geod. Az  |
 SY5123|                                                           dddmmss.s |
 SY5123| CF6472 COUNT RM 2                           17.258 METERS 01109     |
 SY5123| CF6473 COUNT WM                                           05320     |
 SY5123| SY5081 ED 2 1931                           APPROX. 1.2 KM 1563820.8 |
 SY5123| CF6471 COUNT RM 1                           11.540 METERS 19801     |
 SY5123| SY5119 MID 1934                            365.076 METERS 21406     |
 SY5123|---------------------------------------------------------------------|
 SY5123
 SY5123                          SUPERSEDED SURVEY CONTROL
 SY5123
 SY5123  NAD 83(1986)-  47 43 44.68058(N)    122 33 05.52405(W) AD(       ) 2
 SY5123  NAD 27      -  47 43 45.33400(N)    122 33 01.04000(W) AD(       ) 2
 SY5123
 SY5123.Superseded values are not recommended for survey control.
 SY5123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5123.See file dsdata.txt to determine how the superseded data were derived.
 SY5123
 SY5123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3362886287(NAD 83)
 SY5123_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5123_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY5123_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SY5123
 SY5123  HISTORY     - Date     Condition        Report By
 SY5123  HISTORY     - 1916     MONUMENTED       CGS
 SY5123  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5123  HISTORY     - 1953     SEE DESCRIPTION  USGS
 SY5123
 SY5123                          STATION DESCRIPTION
 SY5123
 SY5123'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY5123'STATION IS SITUATED ABOUT 100 METERS S FROM THE DOCK AT SUQUAMISH
 SY5123'ON A BEACH OF COARSE GRAVEL AND BOULDERS, ABOUT 25 FEET FROM THE
 SY5123'FOOT OF A BLUFF WHICH IS HERE ABOUT 25 FEET HIGH.
 SY5123'
 SY5123'STATION IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE TOP OF A
 SY5123'TILE, AS DESCRIBED IN NOTE 6A.
 SY5123'
 SY5123'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BOULDER, AS
 SY5123'DESCRIBED IN NOTE 12C.
 SY5123'
 SY5123'A 6- BY 6- BY 5-FOOT BOULDER CALLED WITNESS MARK NO.1, LIES IN
 SY5123'RANGE WITH THE LEFT-HAND POINT OF THE ENTRANCE TO SQUAIB BAY.  IT
 SY5123'HAS A PRONOUNCED PEAK AT ITS INNER END AND LIES ABOUT 70 FEET
 SY5123'OFFSHORE FROM THE HIGH-WATER LINE.  IT IS THE LARGEST OF THE
 SY5123'SEVERAL BOULDERS IN THE VICINITY.  IT IS IN RANGE WITH THE HIGH
 SY5123'POINT OF THE BLUFF ON THE SHORE BEHIND IT.
 SY5123
 SY5123                          STATION RECOVERY (1934)
 SY5123
 SY5123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5123'RECOVERED AS DESCRIBED, EXCEPT TOP OF TILE BROKEN OFF AND ONLY
 SY5123'SHANK OF DISK REMAINING.  DUG DOWN AROUND TILE AND FILLED UP WITH
 SY5123'CONCRETE BUILT A 11- BY 11-INCH BOX AROUND TILE AND FILLED WITH
 SY5123'CONCRETE AND SET A STANDARD DISK OVER OLD STATION.  TOP OF
 SY5123'MONUMENT NOW 12 INCHES ABOVE PRESENT SURFACE OF BEACH.  THIS
 SY5123'STATION LOCATED ABOUT 100 METERS SW OF THE INSHORE END OF THE
 SY5123'SUQUAMISH FERRY DOCK ABOUT 30 FEET OUT FROM THE FOOT OF THE
 SY5123'BLUFF.  STAMPED STATION MARK COUNT 1916.
 SY5123'
 SY5123'SET A STANDARD REFERENCE MARK DISK IN A DRILL HOLE IN A BOULDER
 SY5123'TO THE NE AND STAMPED IT NO.2 - 1934.  REFERENCE MARK NO.1 IS OLD
 SY5123'REFERENCE MARK AND IS IN GOOD CONDITION EXCEPT THAT ARROW DOES NOT
 SY5123'POINT TO THE CENTER.  STAMPED IT NO.1 - 1916.
 SY5123'
 SY5123'WITNESS MARK IS THE TOP OF A LARGE BOULDER - IT IS CONSPICUOUS
 SY5123'AND THE LARGEST IN THE VICINITY.
 SY5123
 SY5123                          STATION RECOVERY (1953)
 SY5123
 SY5123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 SY5123'STATION RECOVERED AND FOUND BROKEN CONCRETE-FILLED TILE AND
 SY5123'REFERENCE MONUMENT STILL IN PLACE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3223 ***********************************************************************
 SY3223  DESIGNATION -  COUNTRYSIDE
 SY3223  PID         -  SY3223
 SY3223  STATE/COUNTY-  WA/THURSTON
 SY3223  USGS QUAD   -  TUMWATER (1994)
 SY3223
 SY3223                         *CURRENT SURVEY CONTROL
 SY3223  ___________________________________________________________________
 SY3223* NAD 83(1991)-  47 06 58.98038(N)    122 56 03.32488(W)     ADJUSTED  
 SY3223* NAVD 88     -        40.5    (meters)     133.     (feet)  VERTCON   
 SY3223  ___________________________________________________________________
 SY3223  LAPLACE CORR-          -8.68  (seconds)                    DEFLEC99
 SY3223  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 SY3223
 SY3223  HORZ ORDER  -  SECOND
 SY3223
 SY3223.The horizontal coordinates were established by classical geodetic methods
 SY3223.and adjusted by the National Geodetic Survey in December 1991..
 SY3223
 SY3223.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3223
 SY3223.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3223
 SY3223.The geoid height was determined by GEOID03.
 SY3223
 SY3223;                    North         East     Units Scale Factor Converg.
 SY3223;SPC WA S     -   201,041.375   315,299.726   MT  0.99995760   -1 46 05.6
 SY3223;SPC WA S     -   659,583.24  1,034,445.85   sFT  0.99995760   -1 46 05.6
 SY3223;UTM  10      - 5,218,099.608   504,987.292   MT  0.99960031   +0 02 53.4
 SY3223
 SY3223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3223!SPC WA S     -   0.99999705  x   0.99995760  =   0.99995465
 SY3223!UTM  10      -   0.99999705  x   0.99960031  =   0.99959736
 SY3223
 SY3223:                Primary Azimuth Mark                     Grid Az
 SY3223:SPC WA S     -  COUNTYSIDE TP                            092 33 04.0
 SY3223:UTM  10      -  COUNTYSIDE TP                            090 44 05.0
 SY3223
 SY3223|---------------------------------------------------------------------|
 SY3223| PID    Reference Object                     Distance      Geod. Az  |
 SY3223|                                                           dddmmss.s |
 SY3223| SY3275 COUNTYSIDE TP                       412.176 METERS 0904658.4 |
 SY3223| SY3274 COUNTRYSIDE RM 3 1976               412.219 METERS 0910448.0 |
 SY3223| CE3476 COUNTRYSIDE AZ MK                                  1352500.4 |
 SY3223| CE3477 COUNTRYSIDE RM 1                     30.519 METERS 16128     |
 SY3223| CE3478 COUNTRYSIDE RM 2                     31.339 METERS 27904     |
 SY3223|---------------------------------------------------------------------|
 SY3223
 SY3223                          SUPERSEDED SURVEY CONTROL
 SY3223
 SY3223  NAD 83(1986)-  47 06 58.97840(N)    122 56 03.33433(W) AD(       ) 2
 SY3223  NAD 27      -  47 06 59.63400(N)    122 55 58.81700(W) AD(       ) 2
 SY3223  NGVD 29 (07/19/86)   39.5    (m)          130.     (f) VERT ANG       
 SY3223
 SY3223.Superseded values are not recommended for survey control.
 SY3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3223.See file dsdata.txt to determine how the superseded data were derived.
 SY3223
 SY3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0498718100(NAD 83)
 SY3223_MARKER: DS = TRIANGULATION STATION DISK
 SY3223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3223
 SY3223  HISTORY     - Date     Condition        Report By
 SY3223  HISTORY     - 1954     MONUMENTED       CGS
 SY3223  HISTORY     - 1958     GOOD             DMA
 SY3223  HISTORY     - 1960     GOOD             WADNR
 SY3223  HISTORY     - 1976     GOOD             NGS
 SY3223  HISTORY     - 1987     GOOD             USPSQD
 SY3223
 SY3223                          STATION DESCRIPTION
 SY3223
 SY3223'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY3223'THE STATION IS LOCATED ON A PENINSULA WHICH LIES BETWEEN BUDD
 SY3223'AND ELD INLETS AND LIES ABOUT 9 MILES SOUTHEAST OF SHELTON,
 SY3223'ABOUT 5 MILES NORTH NORTHWEST OF OLYMPIA, 0.15 MILE WEST OF A
 SY3223'PAVED ROAD, 110 FEET NORTH OF AN OPEN SHED, 46 FEET SOUTHWEST OF A
 SY3223'FENCE CORNER, 27.5 FEET SOUTH OF THE CENTER OF A LANE AND 20 FEET
 SY3223'SOUTH OF A WIRE FENCE.
 SY3223'
 SY3223'TO REACH FROM THE BRIDGE WHICH SPANS THE BUDD INLET, IN THE CITY
 SY3223'OF OLYMPIA.  GO WEST, ON U.S. HIGHWAY NUMBER 101, FOR 0.75
 SY3223'MILE.  TURN RIGHT AND FOLLOW THE MAIN TRAVELED ROAD, NORTHWARD,
 SY3223'FOR 5.3 MILES TO COUNTRYSIDE BEACH ROAD.  CONTINUE NORTH FOR 0.1
 SY3223'MILE.  TURN LEFT, INTO A LANE, AND GO WESTERLY FOR 0.15 MILE TO
 SY3223'AN IRON GATE AND THE STATION.
 SY3223'
 SY3223'THE STATION IS A STANDARD DISK, STAMPED COUNTRYSIDE 1954, SET
 SY3223'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 SY3223'
 SY3223'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED COUNTRYSIDE
 SY3223'1954, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS
 SY3223'LOCATED 36 INCHES BELOW THE SURFACE OF THE SOIL.
 SY3223'
 SY3223'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED COUNTRYSIDE
 SY3223'NO 1 1954, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 SY3223'4 INCHES.  IT IS LOCATED 1 FOOT WEST OF A WIRE FENCE AND AT ABOUT
 SY3223'THE SAME ELEVATION AS THE STATION.
 SY3223'
 SY3223'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED COUNTRYSIDE
 SY3223'NO 2 1954, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 SY3223'4 INCHES.  IT IS LOCATED 1.5 FEET SOUTH OF A WIRE FENCE AND ABOUT
 SY3223'5 FEET LOWER THAN THE STATION.
 SY3223'
 SY3223'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COUNTRYSIDE 1954,
 SY3223'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 SY3223'INCHES.  IT IS LOCATED ABOUT 0.3 MILE SOUTHEAST OF THE STATION
 SY3223'50 FEET NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 23 FEET EAST OF
 SY3223'THE CENTERLINE OF THE PAVED ROAD, 8 FEET WEST OF A WIRE FENCE, 4
 SY3223'FEET HIGHER THAN THE HIGHWAY AND 4 FEET NORTH OF A WHITE WITNESS
 SY3223'POST.
 SY3223'
 SY3223'OBSERVATION WERE MADE FROM 90 FOOT STEEL TOWER.
 SY3223
 SY3223                          STATION RECOVERY (1958)
 SY3223
 SY3223'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3223'STATION MARK, RMS AND AZIMUTH MARK RECOVERED AS DESCRIBED IN GOOD
 SY3223'CONDITION.  STATION MARK PROJECTS 0.4 FT.
 SY3223'
 SY3223'LOCATED, 28.5 FT. OF CENTER-LINE OF E-W LANE
 SY3223'
 SY3223'36.5 FT. W OF N-S FENCE LINE.
 SY3223
 SY3223                          STATION RECOVERY (1960)
 SY3223
 SY3223'RECOVERY NOTE BY WA DEPT OF NAT RES 1960
 SY3223'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 SY3223'CHAINED DISTANCE BETWEEN THE STATION AND AZIMUTH MARK IS
 SY3223'1154.38 FEET.
 SY3223
 SY3223                          STATION RECOVERY (1976)
 SY3223
 SY3223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SY3223'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SY3223'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  A NEW AZIMUTH MARK
 SY3223'WAS ESTABLISHED.
 SY3223'
 SY3223'THE STATION IS ON THE PENINSULA BETWEEN BUDD AND ELD INLETS AND
 SY3223'ABOUT 5 MILES NORTH OF WEST OLYMPIA.
 SY3223'
 SY3223'TO REACH THE STATION FROM THE INTERSECTION OF HARRISON AVE. AND
 SY3223'DIVISION STREET IN WEST OLYMPIA, GO WEST ON HARRISON AVENUE FOR
 SY3223'0.75 MILE TO THE INTERSECTION OF MUD BAY HIGHWAY AND COOPER POINT
 SY3223'ROAD, TURN RIGHT, GO NORTH ON COOPER POINT ROAD FOR 2.0 MILES,
 SY3223'CROSS FRENCH ROAD AND CONTINUE NORTH ON COOPER POINT ROAD FOR 2.9
 SY3223'MILES TO 59TH AVE. NW, TURN LEFT AND GO WEST ON 59TH AVE. FOR
 SY3223'0.15 MILE TO A GATE AND THE STATION ON THE LEFT, ABOUT 25 YARDS
 SY3223'EAST OF THE UPPER EDGE OF A RAVINE.
 SY3223'
 SY3223'THE STATION MARK, STAMPED COUNTRYSIDE 1954, IS A STANDARD DISK
 SY3223'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 36
 SY3223'FEET WEST OF A FENCELINE ON THE WESTERN SLOPE OF A HILL, 28 FEET
 SY3223'SOUTH OF THE CENTER OF 59TH AVE. NW, 17 FEET SOUTH-SOUTHWEST OF A
 SY3223'METAL WITNESS POST AND 15 FEET SOUTH OF A FENCE.
 SY3223'
 SY3223'REFERENCE MARK NO. 1, STAMPED COUNTRYSIDE 1954 NO 1, IS A
 SY3223'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8
 SY3223'INCHES.  IT IS ABOUT 45 YARDS SOUTH OF THE CENTER OF THE ROAD,
 SY3223'1.5 FEET WEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 SY3223'STATION MARK.
 SY3223'
 SY3223'REFERENCE MARK NO. 2, STAMPED COUNTRYSIDE 1954 NO 2 IS A
 SY3223'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 SY3223'INCHES.  IT IS 12 FEET SOUTH OF 59TH AVE NW (CENTERLINE), 1 FOOT
 SY3223'NORTH OF THE FENCELINE, ON THE UPPER EDGE OF THE COULEE BANK AND
 SY3223'ABOUT 7-1/2 FEET LOWER THAN THE STATION MARK.
 SY3223'
 SY3223'REFERENCE MARK NO. 3, STAMPED AZ COUNTRYSIDE 1954 NO 3 1976, IS
 SY3223'A STANDARD DISK SET IN A ROUND CONCRETE POST 8 INCHES BELOW
 SY3223'THE SHOULDER OF THE ROAD, 1/4 MILE EAST OF THE STATION, 0.1
 SY3223'MILE EAST OF COOPER POINT ROAD, 90 FEET WEST OF THE DRIVEWAY INTO
 SY3223'THE GWYNNE JACKSON RESIDENCE, 43.2 FEET WEST-NORTHWEST OF A
 SY3223'POWER POLE, 23.9 FEET SOUTH OF TELEPHONE POLE NO. 3, 12.0 FEET
 SY3223'NORTH OF A METAL WITNESS POST, 10.4 FEET SOUTH OF THE CENTER OF
 SY3223'ATHENS BEACH ROAD, AND ON LINE BETWEEN THE WITNESS POST AND
 SY3223'TELEPHONE POLE NO. 3.
 SY3223'
 SY3223'A TEMPORARY POINT WAS ESTABLISHED 7.01 FEET (2.137 METERS), NORTH
 SY3223'OF R.M. 3, IN THE EAST-BOUND TRAFFIC LANE, IN ORDER TO OBTAIN A
 SY3223'TIE TO TRIANGULATION STATION NEPT 1976.  POINT IS MARKED WITH A
 SY3223'NAIL IN THE BLACKTOP.
 SY3223'
 SY3223'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3223'5-3/4 MILES N. OF OLYMPIA.
 SY3223
 SY3223                          STATION RECOVERY (1987)
 SY3223
 SY3223'RECOVERY NOTE BY US POWER SQUADRON 1987 (KAS)
 SY3223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3274 ***********************************************************************
 SY3274  DESIGNATION -  COUNTRYSIDE RM 3 1976
 SY3274  PID         -  SY3274
 SY3274  STATE/COUNTY-  WA/THURSTON
 SY3274  USGS QUAD   -  TUMWATER (1994)
 SY3274
 SY3274                         *CURRENT SURVEY CONTROL
 SY3274  ___________________________________________________________________
 SY3274* NAD 83(1991)-  47 06 58.72832(N)    122 55 43.77407(W)     ADJUSTED  
 SY3274* NAVD 88     -        41.5    (meters)     136.     (feet)  VERTCON   
 SY3274  ___________________________________________________________________
 SY3274  LAPLACE CORR-          -8.69  (seconds)                    DEFLEC99
 SY3274  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SY3274
 SY3274  HORZ ORDER  -  SECOND
 SY3274
 SY3274.The horizontal coordinates were established by classical geodetic methods
 SY3274.and adjusted by the National Geodetic Survey in December 1991..
 SY3274
 SY3274.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3274
 SY3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3274
 SY3274.The geoid height was determined by GEOID03.
 SY3274
 SY3274;                    North         East     Units Scale Factor Converg.
 SY3274;SPC WA S     -   201,020.893   315,711.419   MT  0.99995758   -1 45 51.4
 SY3274;SPC WA S     -   659,516.05  1,035,796.55   sFT  0.99995758   -1 45 51.4
 SY3274;UTM  10      - 5,218,092.188   505,399.280   MT  0.99960036   +0 03 07.7
 SY3274
 SY3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3274!SPC WA S     -   0.99999690  x   0.99995758  =   0.99995448
 SY3274!UTM  10      -   0.99999690  x   0.99960036  =   0.99959726
 SY3274
 SY3274                          SUPERSEDED SURVEY CONTROL
 SY3274
 SY3274  NAD 83(1986)-  47 06 58.72619(N)    122 55 43.78353(W) AD(       ) 2
 SY3274  NAD 27      -  47 06 59.38140(N)    122 55 39.26689(W) AD(       ) 2
 SY3274  NGVD 29 (07/19/86)   40.5    (m)          133.     (f) VERT ANG       
 SY3274
 SY3274.Superseded values are not recommended for survey control.
 SY3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3274.See file dsdata.txt to determine how the superseded data were derived.
 SY3274
 SY3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0539918092(NAD 83)
 SY3274_MARKER: DR = REFERENCE MARK DISK
 SY3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3274+STABILITY: SURFACE MOTION
 SY3274
 SY3274  HISTORY     - Date     Condition        Report By
 SY3274  HISTORY     - 1976     MONUMENTED       NGS
 SY3274
 SY3274                          STATION DESCRIPTION
 SY3274
 SY3274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 SY3274'THE STATION IS ON THE PENINSULA BETWEEN BUDD AND ELD INLETS AND
 SY3274'ABOUT 5 MILES NORTH OF WEST OLYMPIA.
 SY3274'
 SY3274'REFERENCE MARK NO. 3, STAMPED AZ COUNTRYSIDE 1954 NO 3 1976, IS
 SY3274'A STANDARD DISK SET IN A ROUND CONCRETE POST 8 INCHES BELOW
 SY3274'THE SHOULDER OF THE ROAD, 1/4 MILE EAST OF THE STATION, 0.1
 SY3274'MILE EAST OF COOPER POINT ROAD, 90 FEET WEST OF THE DRIVEWAY INTO
 SY3274'THE GWYNNE JACKSON RESIDENCE, 43.2 FEET WEST-NORTHWEST OF A
 SY3274'POWER POLE, 23.9 FEET SOUTH OF TELEPHONE POLE NO. 3, 12.0 FEET
 SY3274'NORTH OF A METAL WITNESS POST, 10.4 FEET SOUTH OF THE CENTER OF
 SY3274'ATHENS BEACH ROAD, AND ON LINE BETWEEN THE WITNESS POST AND
 SY3274'TELEPHONE POLE NO. 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2528 ***********************************************************************
 SA2528  DESIGNATION -  COUNTY LINE
 SA2528  PID         -  SA2528
 SA2528  STATE/COUNTY-  WA/YAKIMA
 SA2528  USGS QUAD   -  PROSSER (1965)
 SA2528
 SA2528                         *CURRENT SURVEY CONTROL
 SA2528  ___________________________________________________________________
 SA2528* NAD 83(1998)-  46 11 12.59096(N)    119 51 59.59131(W)     ADJUSTED  
 SA2528* NAVD 88     -       208.5    (meters)     684.     (feet)  VERTCON   
 SA2528  ___________________________________________________________________
 SA2528  X           -  -2,202,815.510 (meters)                     COMP
 SA2528  Y           -  -3,835,993.741 (meters)                     COMP
 SA2528  Z           -   4,579,784.076 (meters)                     COMP
 SA2528  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 SA2528  ELLIP HEIGHT-         187.17  (meters)          (07/05/01) GPS OBS
 SA2528  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SA2528
 SA2528  HORZ ORDER  -  FIRST
 SA2528  ELLP ORDER  -  FOURTH    CLASS II
 SA2528
 SA2528.The horizontal coordinates were established by GPS observations
 SA2528.and adjusted by the National Geodetic Survey in July 2001..
 SA2528.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA2528.DATUM ITEM on the data sheet items page.
 SA2528
 SA2528.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2528
 SA2528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA2528
 SA2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2528
 SA2528.The ellipsoidal height was determined by GPS observations
 SA2528.and is referenced to NAD 83.
 SA2528
 SA2528.The geoid height was determined by GEOID03.
 SA2528
 SA2528;                    North         East     Units Scale Factor Converg.
 SA2528;SPC WA S     -    95,062.238   548,899.941   MT  0.99993862   +0 27 36.5
 SA2528;SPC WA S     -   311,883.36  1,800,849.22   sFT  0.99993862   +0 27 36.5
 SA2528;UTM  11      - 5,118,800.785   278,788.129   MT  1.00020159   -2 04 09.6
 SA2528
 SA2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2528!SPC WA S     -   0.99997066  x   0.99993862  =   0.99990928
 SA2528!UTM  11      -   0.99997066  x   1.00020159  =   1.00017224
 SA2528
 SA2528                          SUPERSEDED SURVEY CONTROL
 SA2528
 SA2528  NAD 83(1991)-  46 11 12.59032(N)    119 51 59.58934(W) AD(       ) 1
 SA2528  ELLIP H (05/26/93)  187.23   (m)                       GP(       ) 3 1
 SA2528  NGVD 29 (05/26/93)  207.4    (m)          680.     (f) GPS OBS        
 SA2528
 SA2528.Superseded values are not recommended for survey control.
 SA2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2528.See file dsdata.txt to determine how the superseded data were derived.
 SA2528
 SA2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM7878818801(NAD 83)
 SA2528_MARKER: A = ALUMINUM MARKER
 SA2528_SETTING: 0 = UNSPECIFIED SETTING
 SA2528_STAMPING: COUNTY LINE 1991
 SA2528_MARK LOGO: WA-077
 SA2528_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SA2528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2528+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SA2528
 SA2528  HISTORY     - Date     Condition        Report By
 SA2528  HISTORY     - 1991     MONUMENTED       WA-077
 SA2528
 SA2528                          STATION DESCRIPTION
 SA2528
 SA2528'DESCRIBED BY YAKIMA COUNTY WASHINGTON 1991
 SA2528'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHEAST
 SA2528'QUARTER  OF SECTION 12, TOWNSHIP 8 NORTH, RANGE 23 EAST, WILLAMETTE
 SA2528'MERIDIAN.
 SA2528'FROM THE US POST OFFICE AT 408 B STREET, MABTON, WASHINGTON (98935).
 SA2528'HEAD WEST ON B STREET TO THE INTERSECTION WITH MAIN STREET. TURN
 SA2528'LEFT ON MAIN STREET AND HEAD SOUTH FOR 0.20 MI (0.32 KM)  TO THE
 SA2528'INTERSECTION WITH STATE HWY 22.  TURN LEFT ON STATE HWY 22 AND HEAD
 SA2528'SOUTHEAST FOR 6.15 MI (9.90 KM) TO THE INTERSECTION OF BYRON ROAD.
 SA2528'TURN LEFT ON BYRON ROAD AND HEAD NORTH FOR 50 TO 70 FT (21.3 M) .
 SA2528'TURN RIGHT  ON NORTHERN PACIFIC RAILROAD RIGHT OF WAY BETWEEN
 SA2528'RAILROAD TRACKS AND STATE HWY 22 AND HEAD SOUTH FOR 0.50 MI
 SA2528'(0.80 KM) TO THE COUNTY LINE AND THE STATION.
 SA2528'THE MARK IS A 2 1/2 INCH ALUMINUM CAP SET ON A 5/8 INCH BY 30 INCH REB
 SA2528'ALUMINUM MONUMENT CASE AND COVER SURROUNDED WITH CONCRETE AND SET
 SA2528'FLUSH WITH GROUND SURFACE.  LOCATED 1.5 FT (0.5 M) SOUTH OF CARSONITE
 SA2528'WITNESS POST, 14 FT (4.3 M) WEST OF YAKIMA-BENTON COUNTY LINE, 62 FT
 SA2528'(18.9 M) NORTHEAST OF CENTERLINE OF STATE HWY 22, 77.6 FT (23.7 M)
 SA2528'SOUTHWEST OF CENTERLINE OF NORTHERN PACIFIC MAIN LINE AND 44.70 FT
 SA2528'(13.62 M) SOUTHEAST OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3275 ***********************************************************************
 SY3275  DESIGNATION -  COUNTYSIDE TP
 SY3275  PID         -  SY3275
 SY3275  STATE/COUNTY-  WA/THURSTON
 SY3275  USGS QUAD   -  TUMWATER (1994)
 SY3275
 SY3275                         *CURRENT SURVEY CONTROL
 SY3275  ___________________________________________________________________
 SY3275* NAD 83(1991)-  47 06 58.79755(N)    122 55 43.77448(W)     ADJUSTED  
 SY3275* NAVD 88     -        41.7    (meters)     137.     (feet)  VERTCON   
 SY3275  ___________________________________________________________________
 SY3275  LAPLACE CORR-          -8.69  (seconds)                    DEFLEC99
 SY3275  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SY3275
 SY3275  HORZ ORDER  -  SECOND
 SY3275
 SY3275.The horizontal coordinates were established by classical geodetic methods
 SY3275.and adjusted by the National Geodetic Survey in December 1991..
 SY3275
 SY3275.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3275
 SY3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3275
 SY3275.The geoid height was determined by GEOID03.
 SY3275
 SY3275;                    North         East     Units Scale Factor Converg.
 SY3275;SPC WA S     -   201,023.030   315,711.476   MT  0.99995759   -1 45 51.4
 SY3275;SPC WA S     -   659,523.06  1,035,796.73   sFT  0.99995759   -1 45 51.4
 SY3275;UTM  10      - 5,218,094.325   505,399.270   MT  0.99960036   +0 03 07.7
 SY3275
 SY3275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3275!SPC WA S     -   0.99999686  x   0.99995759  =   0.99995446
 SY3275!UTM  10      -   0.99999686  x   0.99960036  =   0.99959723
 SY3275
 SY3275:                Primary Azimuth Mark                     Grid Az
 SY3275:SPC WA S     -  NEPT                                     092 46 52.7
 SY3275:UTM  10      -  NEPT                                     090 57 53.6
 SY3275
 SY3275|---------------------------------------------------------------------|
 SY3275| PID    Reference Object                     Distance      Geod. Az  |
 SY3275|                                                           dddmmss.s |
 SY3275| SY3259 NEPT                                APPROX. 2.6 KM 0910101.3 |
 SY3275| SY3274 COUNTRYSIDE RM 3 1976                 2.138 METERS 17946     |
 SY3275| SY3223 COUNTRYSIDE                         412.176 METERS 2704712.7 |
 SY3275|---------------------------------------------------------------------|
 SY3275
 SY3275                          SUPERSEDED SURVEY CONTROL
 SY3275
 SY3275  NAD 83(1986)-  47 06 58.79546(N)    122 55 43.78394(W) AD(       ) 2
 SY3275  NAD 27      -  47 06 59.45069(N)    122 55 39.26731(W) AD(       ) 2
 SY3275  NGVD 29 (07/19/86)   40.7    (m)          134.     (f) VERT ANG       
 SY3275
 SY3275.Superseded values are not recommended for survey control.
 SY3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3275.See file dsdata.txt to determine how the superseded data were derived.
 SY3275
 SY3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0539918094(NAD 83)
 SY3275_MARKER: W = UNMONUMENTED
 SY3275_SETTING: 0 = UNSPECIFIED SETTING
 SY3275
 SY3275  HISTORY     - Date     Condition        Report By
 SY3275  HISTORY     - 1976     MONUMENTED       NGS
 SY3275
 SY3275                          STATION DESCRIPTION
 SY3275
 SY3275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SY3275'THIS STATION WAS ESTABLISHED IN ORDER TO OBTAIN A TIE BETWEEN
 SY3275'TRIANGULATION STATIONS COUNTRYSIDE 1954 AND NEPT 1976, WHICH IS
 SY3275'ON THE EASTERN SIDE OF BUDD INLET.
 SY3275'
 SY3275'THE STATION IS 1/4 MILE EAST OF COUNTRYSIDE 1954, 0.1 MILE EAST OF
 SY3275'COOPER POINT ROAD, AND IN THE EAST-BOUND TRAFFIC LANE OF ATHENS
 SY3275'BEACH ROAD (ALSO 59TH AVE. NW).  THE POINT WAS MARKED WITH A NAIL
 SY3275'IN THE BLACKTOP, TO SERVE AS A TEMPORARY POINT ONLY.
 SY3275'
 SY3275'NEAREST TOWN--OLYMPIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1587 ***********************************************************************
 TR1587  DESIGNATION -  COUPE 1944
 TR1587  PID         -  TR1587
 TR1587  STATE/COUNTY-  WA/ISLAND
 TR1587  USGS QUAD   -  COUPEVILLE (1973)
 TR1587
 TR1587                         *CURRENT SURVEY CONTROL
 TR1587  ___________________________________________________________________
 TR1587* NAD 83(1991)-  48 13 22.02862(N)    122 41 18.35525(W)     ADJUSTED  
 TR1587* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 TR1587  ___________________________________________________________________
 TR1587  LAPLACE CORR-          -7.81  (seconds)                    DEFLEC99
 TR1587  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 TR1587
 TR1587  HORZ ORDER  -  THIRD
 TR1587
 TR1587.The horizontal coordinates were established by classical geodetic methods
 TR1587.and adjusted by the National Geodetic Survey in December 1991..
 TR1587
 TR1587.The orthometric height was scaled from a topographic map.
 TR1587
 TR1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1587
 TR1587.The geoid height was determined by GEOID03.
 TR1587
 TR1587;                    North         East     Units Scale Factor Converg.
 TR1587;SPC WA N     -   137,613.861   362,180.772   MT  0.99994392   -1 22 52.2
 TR1587;SPC WA N     -   451,488.14  1,188,254.75   sFT  0.99994392   -1 22 52.2
 TR1587;UTM  10      - 5,341,109.337   523,141.316   MT  0.99960658   +0 13 56.5
 TR1587
 TR1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1587!SPC WA N     -   1.00000333  x   0.99994392  =   0.99994725
 TR1587!UTM  10      -   1.00000333  x   0.99960658  =   0.99960991
 TR1587
 TR1587                          SUPERSEDED SURVEY CONTROL
 TR1587
 TR1587  NAD 83(1986)-  48 13 22.03053(N)    122 41 18.36041(W) AD(       ) 3
 TR1587  NAD 27      -  48 13 22.68600(N)    122 41 13.73900(W) AD(       ) 3
 TR1587
 TR1587.Superseded values are not recommended for survey control.
 TR1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1587.See file dsdata.txt to determine how the superseded data were derived.
 TR1587
 TR1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2314141109(NAD 83)
 TR1587_MARKER: Z = SEE DESCRIPTION
 TR1587_SETTING: 0 = UNSPECIFIED SETTING
 TR1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1587
 TR1587  HISTORY     - Date     Condition        Report By
 TR1587  HISTORY     - 1944     MONUMENTED       CGS
 TR1587  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR1587  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR1587  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1587
 TR1587                          STATION DESCRIPTION
 TR1587
 TR1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (CP)
 TR1587'ON THE UNION OIL COMPANY DOCK AT COUPEVILLE, PENN COVE, AT THE
 TR1587'OFFSHORE W CORNER OF DOCK, IN THE 12- BY 12-INCH DECK CAPPING PIECE.
 TR1587'
 TR1587'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 TR1587'CAPPING PIECE, COUNTERSUNK FLUSH, STAMPED COUPE 1944.
 TR1587'
 TR1587'LOCATED WITH SECOND-ORDER ACCURACY BY INTERSECTION.
 TR1587
 TR1587                          STATION RECOVERY (1952)
 TR1587
 TR1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 TR1587'STATION RECOVERED AS DESCRIBED IT WAS NOT CONSIDERED SUBSTANTIAL
 TR1587'ENOUGH TO TIE IN WITH LEVELING.
 TR1587
 TR1587                          STATION RECOVERY (1958)
 TR1587
 TR1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNH)
 TR1587'DESCRIPTION O.K. EXCEPT THAT IT SHOULD BE NOTED THAT PIECE OF
 TR1587'WOOD CONTAINING BRASS CAP HAD BROKEN OUT.  OWNER OF COUPEVILLE WHARF
 TR1587'AND FEED CO. HAD SAVED THE CAP AND A PIECE OF THE WOOD.  WE
 TR1587'REPLACED THE CAP AND WOOD INTO THE COPING OF THE DOCK, NAILED IN
 TR1587'PLACE, AND REINTERSECTED THE STATION FROM FOUR OTHER
 TR1587'STATIONS.  THIS INTERSECTION COORDINATES PROVED TO BE THE SAME
 TR1587'AS PUBLISHED.  THE STATION WILL NOT REMAIN VERY LONG AS COPING
 TR1587'TIMBERS ARE ROTTING.
 TR1587
 TR1587                          STATION RECOVERY (1960)
 TR1587
 TR1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1587'THE STATION WAS FOUND LOOSE IN THE TOP OF THE DECKING CAPPING
 TR1587'PIECE.  THE WOOD HAD ROTTED AWAY AND THE MARK WAS REMOVED.  THE
 TR1587'STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1607 ***********************************************************************
 TR1607  DESIGNATION -  COUPEVILLE
 TR1607  PID         -  TR1607
 TR1607  STATE/COUNTY-  WA/ISLAND
 TR1607  USGS QUAD   -  COUPEVILLE (1973)
 TR1607
 TR1607                         *CURRENT SURVEY CONTROL
 TR1607  ___________________________________________________________________
 TR1607* NAD 83(1991)-  48 11 45.64011(N)    122 38 14.11918(W)     ADJUSTED  
 TR1607* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 TR1607  ___________________________________________________________________
 TR1607  LAPLACE CORR-          -7.76  (seconds)                    DEFLEC99
 TR1607  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 TR1607
 TR1607  HORZ ORDER  -  SECOND
 TR1607
 TR1607.The horizontal coordinates were established by classical geodetic methods
 TR1607.and adjusted by the National Geodetic Survey in December 1991..
 TR1607
 TR1607.The orthometric height was scaled from a topographic map.
 TR1607
 TR1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1607
 TR1607.The geoid height was determined by GEOID03.
 TR1607
 TR1607;                    North         East     Units Scale Factor Converg.
 TR1607;SPC WA N     -   134,547.276   365,912.314   MT  0.99994318   -1 20 35.0
 TR1607;SPC WA N     -   441,427.19  1,200,497.32   sFT  0.99994318   -1 20 35.0
 TR1607;UTM  10      - 5,338,150.031   526,956.442   MT  0.99960893   +0 16 13.4
 TR1607
 TR1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1607!SPC WA N     -   0.99999411  x   0.99994318  =   0.99993729
 TR1607!UTM  10      -   0.99999411  x   0.99960893  =   0.99960304
 TR1607
 TR1607:                Primary Azimuth Mark                     Grid Az
 TR1607:SPC WA N     -  SARA                                     134 53 52.3
 TR1607:UTM  10      -  SARA                                     133 17 03.9
 TR1607
 TR1607|---------------------------------------------------------------------|
 TR1607| PID    Reference Object                     Distance      Geod. Az  |
 TR1607|                                                           dddmmss.s |
 TR1607| TR1466 SARA                                APPROX. 3.8 KM 1333317.3 |
 TR1607| TR1606 COUPEVILLE APT STA 54+50             91.259 METERS 14901     |
 TR1607| AH5899 COUPEVILLE RM 1                      12.794 METERS 35057     |
 TR1607|---------------------------------------------------------------------|
 TR1607
 TR1607                          SUPERSEDED SURVEY CONTROL
 TR1607
 TR1607  NAD 83(1986)-  48 11 45.64166(N)    122 38 14.12447(W) AD(       ) 2
 TR1607  NAD 27      -  48 11 46.30000(N)    122 38 09.52700(W) AD(       ) 2
 TR1607
 TR1607.Superseded values are not recommended for survey control.
 TR1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1607.See file dsdata.txt to determine how the superseded data were derived.
 TR1607
 TR1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2695638150(NAD 83)
 TR1607_MARKER: DS = TRIANGULATION STATION DISK
 TR1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1607_STAMPING: COUPEVILLE 1954
 TR1607_MARK LOGO: CGS   
 TR1607_PROJECTION: FLUSH
 TR1607_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1607+STABILITY: SURFACE MOTION
 TR1607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1607+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1981
 TR1607
 TR1607  HISTORY     - Date     Condition        Report By
 TR1607  HISTORY     - 1954     MONUMENTED       CGS
 TR1607  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1607  HISTORY     - 19810327 GOOD             NGS
 TR1607
 TR1607                          STATION DESCRIPTION
 TR1607
 TR1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR1607'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF COUPEVILLE
 TR1607'ABOUT 2.2 MILES NORTH OF THE FERRY DOCK AT ADMIRALTY BAY, ABOUT
 TR1607'100 YARDS NORTHWEST OF THE NORTHWEST END OF THE LANDING STRIP AT
 TR1607'COUPEVILLE AIRPORT, 31 FEET EAST OF THE CENTER OF A GRADED ROAD
 TR1607'AND 10 FEET EAST OF A WIRE FENCE
 TR1607'
 TR1607'TO REACH FROM THE COURTHOUSE AT COUPEVILLE.  GO SOUTH, ON STATE
 TR1607'HIGHWAY NUMBER 1-D FOR 0.7 MILE TO PRAIRIE CENTER.  TURN LEFT AND
 TR1607'GO EAST AND SOUTH, ON STATE HIGHWAY NUMBER 1-D FOR 3.05 MILES.
 TR1607'TURN RIGHT, ONTO A GRADED ROAD, AND GO WESTERLY FOR 0.15 MILE.
 TR1607'TURN LEFT AND GO SOUTH FOR 0.1 MILE TO THE STATION ON THE LEFT
 TR1607'HAND SIDE OF THE ROAD.
 TR1607'
 TR1607'THE STATION IS A STANDARD DISK, STAMPED COUPEVILLE 1954, SET IN
 TR1607'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 TR1607'
 TR1607'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED COUPEVILLE
 TR1607'1954, SET IN A MASS OF CONCRETE WHICH IS LOCATED ABOUT 40 INCHES
 TR1607'BELOW THE SURFACE OF THE SOIL.
 TR1607'
 TR1607'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED COUPEVILLE NO
 TR1607'1 1954, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 TR1607'ABOUT 6 INCHES.  IT IS LOCATED 23 FEET EAST OF THE CENTER OF A
 TR1607'GRADED ROAD AND 3 FEET EAST OF A WIRE FENCE AT ABOUT THE SAME
 TR1607'ELEVATION AS THE STATION.
 TR1607'
 TR1607'54 PLUS 50 IS A ROUND COPPER PLUG SET IN THE TOP OF A SQUARE
 TR1607'CONCRETE POST WHICH PROJECTS 1/2 INCH.  IT IS LOCATED 50 FEET
 TR1607'NORTHWEST OF THE CENTER OF THE NORTHWEST EDGE OF THE AIRPORT
 TR1607'RUNWAY AT ABOUT THE SAME ELEVATION AS THE STATION.
 TR1607
 TR1607                          STATION RECOVERY (1960)
 TR1607
 TR1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1607'THE STATION, THE REFERENCE MARKS AND 54 PLUS 50 (USPW) WERE
 TR1607'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION IS
 TR1607'ADEQUATE AND COMPLETE.
 TR1607
 TR1607                          STATION RECOVERY (1981)
 TR1607
 TR1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 TR1607'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF THE
 TR1607'KEYSTONE FERRY LANDING, 4.8 KM (3.00 MI) SOUTHEAST OF COUPEVILLE AND
 TR1607'AT THE NORTHWEST CORNER OF THE AIR STRIP. TO REACH FROM THE POST
 TR1607'OFFICE IN COUPEVILLE, GO WEST FOR 0.64 KM (0.40 MI) TO THE JUNCTION OF
 TR1607'STATE ROUTE 20.  TURN LEFT AND GO SOUTHERLY ON STATE ROUTE 20 FOR 4.67
 TR1607'KM (2.90 MI) TO A POINT WHERE THE HIGHWAY CURVES TO THE LEFT AND A
 TR1607'SURFACED ROAD CONTINUES AHEAD SOUTH.  CONTINUE SOUTH ON THE SURFACED
 TR1607'ROAD FOR 0.32 KM (0.20 MI) TO A T-INTERSECTION AND BENCH MARK Z 344 ON
 TR1607'THE RIGHT.  TURN RIGHT AND GO WEST ON PATMORE ROAD FOR 0.16 KM (0.10
 TR1607'MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON KEYSTONE ROAD FOR
 TR1607'0.16 KM (0.10 MI) TO THE STATION ON THE LEFT. THE MARK IS SET IN THE
 TR1607'TOP OF A SQUARE CONCRETE MONUMENT THAT IS 0.26 M (0.85 FT) ON A SIDE
 TR1607'AND IS FLUSH WITH THE GROUND SURFACE,  IT IS 91.233 M (299.320 FT)
 TR1607'NORTH-NORTHWEST OF COUPEVILLE APT STA 54+50, 8.717 M (28.599 FT) WEST
 TR1607'OF REFERENCE MARK 2, 61.43 M (201.54 FT) SOUTH OF THE SOUTH EDGE OF A
 TR1607'CULTIVATED FIELD, 9.25 M (30.35 FT) EAST OF THE CENTER OF KEYSTONE
 TR1607'ROAD AND 0.83 M (2.72 FT) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1606 ***********************************************************************
 TR1606  DESIGNATION -  COUPEVILLE APT STA 54+50
 TR1606  PID         -  TR1606
 TR1606  STATE/COUNTY-  WA/ISLAND
 TR1606  USGS QUAD   -  COUPEVILLE (1973)
 TR1606
 TR1606                         *CURRENT SURVEY CONTROL
 TR1606  ___________________________________________________________________
 TR1606* NAD 83(1991)-  48 11 43.10711(N)    122 38 11.84419(W)     ADJUSTED  
 TR1606* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 TR1606  ___________________________________________________________________
 TR1606  LAPLACE CORR-          -7.78  (seconds)                    DEFLEC99
 TR1606  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 TR1606
 TR1606  HORZ ORDER  -  SECOND
 TR1606
 TR1606.The horizontal coordinates were established by classical geodetic methods
 TR1606.and adjusted by the National Geodetic Survey in December 1991..
 TR1606
 TR1606.The orthometric height was scaled from a topographic map.
 TR1606
 TR1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1606
 TR1606.The geoid height was determined by GEOID03.
 TR1606
 TR1606;                    North         East     Units Scale Factor Converg.
 TR1606;SPC WA N     -   134,467.964   365,957.445   MT  0.99994316   -1 20 33.3
 TR1606;SPC WA N     -   441,166.98  1,200,645.38   sFT  0.99994316   -1 20 33.3
 TR1606;UTM  10      - 5,338,072.047   527,003.773   MT  0.99960896   +0 16 15.1
 TR1606
 TR1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1606!SPC WA N     -   0.99999411  x   0.99994316  =   0.99993727
 TR1606!UTM  10      -   0.99999411  x   0.99960896  =   0.99960307
 TR1606
 TR1606                          SUPERSEDED SURVEY CONTROL
 TR1606
 TR1606  NAD 83(1986)-  48 11 43.10867(N)    122 38 11.84948(W) AD(       ) 2
 TR1606  NAD 27      -  48 11 43.76700(N)    122 38 07.25200(W) AD(       ) 2
 TR1606
 TR1606.Superseded values are not recommended for survey control.
 TR1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1606.See file dsdata.txt to determine how the superseded data were derived.
 TR1606
 TR1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2700438072(NAD 83)
 TR1606_MARKER: DD = SURVEY DISK
 TR1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1606_STAMPING: 54+50
 TR1606_MARK LOGO: CGS   
 TR1606_PROJECTION: FLUSH
 TR1606_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1606+STABILITY: SURFACE MOTION
 TR1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1606+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1981
 TR1606
 TR1606  HISTORY     - Date     Condition        Report By
 TR1606  HISTORY     - 1954     MONUMENTED       USN
 TR1606  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR1606  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1606  HISTORY     - 19810327 GOOD             NGS
 TR1606
 TR1606                          STATION DESCRIPTION
 TR1606
 TR1606'DESCRIBED BY US NAVY 1954 (RAG)
 TR1606'THE STATION IS LOCATED AT THE WHIDBEY ISLAND NAVAL AIR STATION
 TR1606'AUXILIARY LANDING STRIP AND LIES ABOUT 2.5 MILES SOUTHEAST OF
 TR1606'COUPEVILLE, ABOUT 2.2 MILES NORTH OF THE FERRY DOCK AT ADMIRALITY
 TR1606'BAY, 299.41 FEET SOUTH OF TRIANGULATION STATION COUPEVILLE AND 51
 TR1606'FEET NORTH OF THE NORTH EDGE OF THE LANDING STRIP.
 TR1606'
 TR1606'THE STATION IS THE CENTER OF A 1 INCH STEEL BOLT WHICH IS SET IN
 TR1606'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 TR1606'OF THE GROUND.  THE HEAD OF ANOTHER STEEL BOLT IS EXPOSED IN THE
 TR1606'WESTERLY CORNER OF THE CONCRETE POST.
 TR1606'
 TR1606'THIS STATION WAS LOCATED BY DISTANCE AND DIRECTION FROM
 TR1606'TRIANGULATION STATION COUPEVILLE.
 TR1606
 TR1606                          STATION RECOVERY (1958)
 TR1606
 TR1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNH)
 TR1606'AT NW END OF RUNWAY, USN RESERVE AIRPORT NEAR COUPEVILLE,
 TR1606'WASH. 2-1/2 MILES SOUTHEAST.
 TR1606
 TR1606                          STATION RECOVERY (1960)
 TR1606
 TR1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1606'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR1606'DESCRIPTION IS ADEQUATE AND COMPLETE.
 TR1606
 TR1606                          STATION RECOVERY (1981)
 TR1606
 TR1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 TR1606'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF THE
 TR1606'KEYSTONE FERRY LANDING, 4.8 KM (3.00 MI) SOUTHEAST OF COUPEVILLE AND
 TR1606'AT THE NORTHWEST CORNER OF THE AIR STRIP. TO REACH FROM THE POST
 TR1606'OFFICE IN COUPEVILLE, GO WEST FOR 0.64 KM (0.40 MI) TO THE JUNCTION OF
 TR1606'STATE ROUTE 20.  TURN LEFT AND GO SOUTHERLY ON STATE ROUTE 20 FOR 4.67
 TR1606'KM (2.90 MI) TO A POINT WHERE THE HIGHWAY CURVES TO THE LEFT AND A
 TR1606'SURFACED ROAD CONTINUES AHEAD SOUTH.  CONTINUE SOUTH ON THE SURFACED
 TR1606'ROAD FOR 0.32 KM (0.20 MI) TO A T-INTERSECTION AND BENCH MARK Z 344 ON
 TR1606'THE RIGHT.  TURN RIGHT AND GO WEST ON PATMORE ROAD FOR 0.16 KM (0.10
 TR1606'MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON KEYSTONE ROAD FOR
 TR1606'0.16 KM (0.10 MI) TO THE STATION ON THE LEFT. THE MARK IS SET IN THE
 TR1606'TOP OF A SQUARE CONCRETE MONUMENT THAT IS 0.26 M (0.85 FT) ON A SIDE
 TR1606'AND IS FLUSH WITH THE GROUND SURFACE,  IT IS 91.233 M (299.320 FT)
 TR1606'SOUTH-SOUTHEAST OF STATION COUPEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1585 ***********************************************************************
 TR1585  DESIGNATION -  COUPEVILLE COURTHOUSE CUP USE
 TR1585  PID         -  TR1585
 TR1585  STATE/COUNTY-  WA/ISLAND
 TR1585  USGS QUAD   -  COUPEVILLE (1973)
 TR1585
 TR1585                         *CURRENT SURVEY CONTROL
 TR1585  ___________________________________________________________________
 TR1585* NAD 83(1991)-  48 13 05.87270(N)    122 41 00.24054(W)     ADJUSTED  
 TR1585* NAVD 88     -                                                        
 TR1585  ___________________________________________________________________
 TR1585  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 TR1585  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 TR1585
 TR1585  HORZ ORDER  -  THIRD
 TR1585
 TR1585.The horizontal coordinates were established by classical geodetic methods
 TR1585.and adjusted by the National Geodetic Survey in December 1991..
 TR1585
 TR1585
 TR1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1585
 TR1585.The geoid height was determined by GEOID03.
 TR1585
 TR1585;                    North         East     Units Scale Factor Converg.
 TR1585;SPC WA N     -   137,106.020   362,542.533   MT  0.99994378   -1 22 38.7
 TR1585;SPC WA N     -   449,822.00  1,189,441.63   sFT  0.99994378   -1 22 38.7
 TR1585;UTM  10      - 5,340,612.051   523,517.106   MT  0.99960680   +0 14 09.9
 TR1585
 TR1585                          SUPERSEDED SURVEY CONTROL
 TR1585
 TR1585  NAD 83(1986)-  48 13 05.87442(N)    122 41 00.24558(W) AD(       ) 4
 TR1585  NAD 27      -  48 13 06.52700(N)    122 40 55.62800(W) AD(       ) 3
 TR1585
 TR1585.Superseded values are not recommended for survey control.
 TR1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1585.See file dsdata.txt to determine how the superseded data were derived.
 TR1585
 TR1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2351740612(NAD 83)
 TR1585
 TR1585  HISTORY     - Date     Condition        Report By
 TR1585  HISTORY     - UNK      MONUMENTED
 TR1585  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TR1585
 TR1585                          STATION DESCRIPTION
 TR1585
 TR1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (MEW)
 TR1585'NO PREVIOUS DESCRIPTION OF THE STATION WAS FOUND.  NAME WAS TAKEN
 TR1585'FROM GEOGRAPHIC POSITION LIST.
 TR1585'
 TR1585'THIS COURTHOUSE WAS TORN DOWN AND A NEW COURTHOUSE BUILT IN THE
 TR1585'EARLY 1950S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1582 ***********************************************************************
 TR1582  DESIGNATION -  COUPEVILLE METH CH SPIRE USE
 TR1582  PID         -  TR1582
 TR1582  STATE/COUNTY-  WA/ISLAND
 TR1582  USGS QUAD   -  COUPEVILLE (1973)
 TR1582
 TR1582                         *CURRENT SURVEY CONTROL
 TR1582  ___________________________________________________________________
 TR1582* NAD 83(1991)-  48 13 06.08374(N)    122 41 10.94140(W)     ADJUSTED  
 TR1582* NAVD 88     -                                                        
 TR1582  ___________________________________________________________________
 TR1582  LAPLACE CORR-          -7.77  (seconds)                    DEFLEC99
 TR1582  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 TR1582
 TR1582  HORZ ORDER  -  THIRD
 TR1582
 TR1582.The horizontal coordinates were established by classical geodetic methods
 TR1582.and adjusted by the National Geodetic Survey in December 1991..
 TR1582
 TR1582
 TR1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1582
 TR1582.The geoid height was determined by GEOID03.
 TR1582
 TR1582;                    North         East     Units Scale Factor Converg.
 TR1582;SPC WA N     -   137,117.850   362,321.883   MT  0.99994379   -1 22 46.7
 TR1582;SPC WA N     -   449,860.81  1,188,717.71   sFT  0.99994379   -1 22 46.7
 TR1582;UTM  10      - 5,340,617.662   523,296.285   MT  0.99960667   +0 14 01.9
 TR1582
 TR1582                          SUPERSEDED SURVEY CONTROL
 TR1582
 TR1582  NAD 83(1986)-  48 13 06.08538(N)    122 41 10.94641(W) AD(       ) 4
 TR1582  NAD 27      -  48 13 06.73900(N)    122 41 06.32600(W) AD(       ) 3
 TR1582
 TR1582.Superseded values are not recommended for survey control.
 TR1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1582.See file dsdata.txt to determine how the superseded data were derived.
 TR1582
 TR1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2329640618(NAD 83)
 TR1582_MARKER: 90 = CHURCH SPIRE
 TR1582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1582+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 TR1582
 TR1582  HISTORY     - Date     Condition        Report By
 TR1582  HISTORY     - UNK      FIRST OBSERVED
 TR1582  HISTORY     - 1960     GOOD             CGS
 TR1582  HISTORY     - 1983     GOOD             USPSQD
 TR1582  HISTORY     - 19910802 GOOD             USPSQD
 TR1582  HISTORY     - 20031109 GOOD             USPSQD
 TR1582
 TR1582                          STATION DESCRIPTION
 TR1582
 TR1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1582'THE STATION IS THE WHITE CROSS ON THE BLACK ROOFED CHURCH SPIRE
 TR1582'AND BELFREY LOCATED AT THE INTERSECTION OF MAIN AND THIRD STS. IN
 TR1582'COUPEVILLE.  THE CHURCH WAS BUILT ABOUT 1900 AND LOCAL INQUIRY
 TR1582'REVEALED THAT THERE HAD BEEN NO CHANGE IN THE STRUCTURE SINCE
 TR1582'THAT TIME.
 TR1582
 TR1582                          STATION RECOVERY (1983)
 TR1582
 TR1582'RECOVERY NOTE BY US POWER SQUADRON 1983 (RM)
 TR1582'COUPEVILLE RENUMBERED ITS STREETS ABOUT 1969.  WHAT WAS THIRD AND
 TR1582'MAIN IS NOW SEVENTH AND MAIN.  OTHERWISE - NO CHANGE.
 TR1582
 TR1582                          STATION RECOVERY (1991)
 TR1582
 TR1582'RECOVERY NOTE BY US POWER SQUADRON 1991 (PH)
 TR1582'RECOVERED IN GOOD CONDITION.
 TR1582
 TR1582                          STATION RECOVERY (2003)
 TR1582
 TR1582'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRB)
 TR1582'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1583 ***********************************************************************
 TR1583  DESIGNATION -  COUPEVILLE ODD FELL E GAB USE
 TR1583  PID         -  TR1583
 TR1583  STATE/COUNTY-  WA/ISLAND
 TR1583  USGS QUAD   -  COUPEVILLE (1973)
 TR1583
 TR1583                         *CURRENT SURVEY CONTROL
 TR1583  ___________________________________________________________________
 TR1583* NAD 83(1991)-  48 13 01.92513(N)    122 41 10.83343(W)     ADJUSTED  
 TR1583* NAVD 88     -                                                        
 TR1583  ___________________________________________________________________
 TR1583  LAPLACE CORR-          -7.77  (seconds)                    DEFLEC99
 TR1583  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 TR1583
 TR1583  HORZ ORDER  -  THIRD
 TR1583
 TR1583.The horizontal coordinates were established by classical geodetic methods
 TR1583.and adjusted by the National Geodetic Survey in December 1991..
 TR1583
 TR1583
 TR1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1583
 TR1583.The geoid height was determined by GEOID03.
 TR1583
 TR1583;                    North         East     Units Scale Factor Converg.
 TR1583;SPC WA N     -   136,989.392   362,321.018   MT  0.99994375   -1 22 46.6
 TR1583;SPC WA N     -   449,439.36  1,188,714.87   sFT  0.99994375   -1 22 46.6
 TR1583;UTM  10      - 5,340,489.274   523,299.037   MT  0.99960667   +0 14 02.0
 TR1583
 TR1583                          SUPERSEDED SURVEY CONTROL
 TR1583
 TR1583  NAD 83(1986)-  48 13 01.92678(N)    122 41 10.83847(W) AD(       ) 4
 TR1583  NAD 27      -  48 13 02.57900(N)    122 41 06.22000(W) AD(       ) 3
 TR1583
 TR1583.Superseded values are not recommended for survey control.
 TR1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1583.See file dsdata.txt to determine how the superseded data were derived.
 TR1583
 TR1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2329940489(NAD 83)
 TR1583
 TR1583  HISTORY     - Date     Condition        Report By
 TR1583  HISTORY     - UNK      MONUMENTED
 TR1583  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1583
 TR1583                          STATION DESCRIPTION
 TR1583
 TR1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1583'THE STATION HAS BEEN DESTROYED.  THE BUILDING HAD BEEN COMPLETELY
 TR1583'REBUILT AND IS NOW AN APARTMENT HOUSE WITH A FLAT ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1584 ***********************************************************************
 TR1584  DESIGNATION -  COUPEVILLE WATER TANK
 TR1584  PID         -  TR1584
 TR1584  STATE/COUNTY-  WA/ISLAND
 TR1584  USGS QUAD   -  COUPEVILLE (1973)
 TR1584
 TR1584                         *CURRENT SURVEY CONTROL
 TR1584  ___________________________________________________________________
 TR1584* NAD 83(1991)-  48 12 54.59854(N)    122 41 05.19667(W)     ADJUSTED  
 TR1584* NAVD 88     -                                                        
 TR1584  ___________________________________________________________________
 TR1584  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 TR1584  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 TR1584
 TR1584  HORZ ORDER  -  THIRD
 TR1584
 TR1584.The horizontal coordinates were established by classical geodetic methods
 TR1584.and adjusted by the National Geodetic Survey in December 1991..
 TR1584
 TR1584
 TR1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1584
 TR1584.The geoid height was determined by GEOID03.
 TR1584
 TR1584;                    North         East     Units Scale Factor Converg.
 TR1584;SPC WA N     -   136,760.371   362,431.889   MT  0.99994369   -1 22 42.4
 TR1584;SPC WA N     -   448,687.98  1,189,078.62   sFT  0.99994369   -1 22 42.4
 TR1584;UTM  10      - 5,340,263.542   523,416.272   MT  0.99960674   +0 14 06.2
 TR1584
 TR1584                          SUPERSEDED SURVEY CONTROL
 TR1584
 TR1584  NAD 83(1986)-  48 12 54.60030(N)    122 41 05.20154(W) AD(       ) 4
 TR1584  NAD 27      -  48 12 55.25700(N)    122 41 00.58100(W) AD(       ) 3
 TR1584
 TR1584.Superseded values are not recommended for survey control.
 TR1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1584.See file dsdata.txt to determine how the superseded data were derived.
 TR1584
 TR1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2341640264(NAD 83)
 TR1584
 TR1584  HISTORY     - Date     Condition        Report By
 TR1584  HISTORY     - 1944     MONUMENTED       CGS
 TR1584  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TR1584  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TR1584
 TR1584                          STATION DESCRIPTION
 TR1584
 TR1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (CP)
 TR1584'IN COUPEVILLE, PENN COVE, ABOUT 1/3 MILE BACK FROM WATERFRONT, A
 TR1584'STEEL, ELEVATED WATER TANK, MOST PROMINENT IN WHOLE AREA.
 TR1584'
 TR1584'SMALL BALL ATOP TANK OBSERVED UPON.  LOCATED WITH THIRD-ORDER
 TR1584'ACCURACY BY INTERSECTION.
 TR1584
 TR1584                          STATION RECOVERY (1963)
 TR1584
 TR1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 TR1584'THE TANK WAS RECOVERED AS DESCRIBED.
 TR1584'
 TR1584'LOCAL INQUIRY REVEALED THAT THERE HAS BEEN NO CHANGE IN THE TANK
 TR1584'SINCE IT WAS LOCATED IN 1944.
 TR1584
 TR1584                          STATION RECOVERY (1983)
 TR1584
 TR1584'RECOVERY NOTE BY US POWER SQUADRON 1983 (RM)
 TR1584'TANK DESTROYED BY CITY 1977-78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4303 ***********************************************************************
 SY4303  DESIGNATION -  COURSE NORTH 1948
 SY4303  PID         -  SY4303
 SY4303  STATE/COUNTY-  WA/KING
 SY4303  USGS QUAD   -  POVERTY BAY (1994)
 SY4303
 SY4303                         *CURRENT SURVEY CONTROL
 SY4303  ___________________________________________________________________
 SY4303* NAD 83(1991)-  47 35 23.05736(N)    122 16 58.76448(W)     ADJUSTED  
 SY4303* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY4303  ___________________________________________________________________
 SY4303  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 SY4303  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY4303
 SY4303  HORZ ORDER  -  THIRD
 SY4303
 SY4303.The horizontal coordinates were established by classical geodetic methods
 SY4303.and adjusted by the National Geodetic Survey in December 1991..
 SY4303
 SY4303.The orthometric height was scaled from a topographic map.
 SY4303
 SY4303.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4303
 SY4303.The geoid height was determined by GEOID03.
 SY4303
 SY4303;                    North         East     Units Scale Factor Converg.
 SY4303;SPC WA N     -    66,595.211   390,972.076   MT  0.99998447   -1 04 45.5
 SY4303;SPC WA N     -   218,487.79  1,282,714.22   sFT  0.99998447   -1 04 45.5
 SY4303;UTM  10      - 5,270,952.015   553,908.264   MT  0.99963571   +0 31 45.9
 SY4303
 SY4303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4303!SPC WA N     -   1.00000354  x   0.99998447  =   0.99998801
 SY4303!UTM  10      -   1.00000354  x   0.99963571  =   0.99963924
 SY4303
 SY4303                          SUPERSEDED SURVEY CONTROL
 SY4303
 SY4303  NAD 83(1986)-  47 35 23.05156(N)    122 16 58.77094(W) AD(       ) 3
 SY4303  NAD 27      -  47 35 23.69600(N)    122 16 54.31700(W) AD(       ) 3
 SY4303
 SY4303.Superseded values are not recommended for survey control.
 SY4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4303.See file dsdata.txt to determine how the superseded data were derived.
 SY4303
 SY4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5390870952(NAD 83)
 SY4303_MARKER: Z = SEE DESCRIPTION
 SY4303_SETTING: 0 = UNSPECIFIED SETTING
 SY4303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4303
 SY4303  HISTORY     - Date     Condition        Report By
 SY4303  HISTORY     - 1948     MONUMENTED       CGS
 SY4303
 SY4303                          STATION DESCRIPTION
 SY4303
 SY4303'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (JCP)
 SY4303'STATION IS LOCATED NEAR THE W END OF LAKE WASHINGTON FLOATING
 SY4303'BRIDGE.  IT IS THE MOST N OF TWO BLACK PAINTED CROSSES ON THE TOP
 SY4303'OF CONCRETE DECKING OF THE W PONTOON ON THE S SIDE OF THE BRIDGE.
 SY4303'
 SY4303'NO PERMANENT MARK WAS ESTABLISHED DUE TO THE FACT THE PONTOON
 SY4303'DOES NOT REMAIN STATIONARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4461 ***********************************************************************
 SY4461  DESIGNATION -  COURSE SOUTH 1948
 SY4461  PID         -  SY4461
 SY4461  STATE/COUNTY-  WA/KING
 SY4461  USGS QUAD   -  POVERTY BAY (1994)
 SY4461
 SY4461                         *CURRENT SURVEY CONTROL
 SY4461  ___________________________________________________________________
 SY4461* NAD 83(1991)-  47 33 05.69134(N)    122 15 26.61590(W)     ADJUSTED  
 SY4461* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY4461  ___________________________________________________________________
 SY4461  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 SY4461  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 SY4461
 SY4461  HORZ ORDER  -  THIRD
 SY4461
 SY4461.The horizontal coordinates were established by classical geodetic methods
 SY4461.and adjusted by the National Geodetic Survey in December 1991..
 SY4461
 SY4461.The orthometric height was scaled from a topographic map.
 SY4461
 SY4461.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4461
 SY4461.The geoid height was determined by GEOID03.
 SY4461
 SY4461;                    North         East     Units Scale Factor Converg.
 SY4461;SPC WA N     -    62,317.651   392,818.480   MT  0.99999078   -1 03 36.9
 SY4461;SPC WA N     -   204,453.83  1,288,771.96   sFT  0.99999078   -1 03 36.9
 SY4461;UTM  10      - 5,266,729.447   555,873.319   MT  0.99963836   +0 32 52.7
 SY4461
 SY4461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4461!SPC WA N     -   1.00000225  x   0.99999078  =   0.99999303
 SY4461!UTM  10      -   1.00000225  x   0.99963836  =   0.99964061
 SY4461
 SY4461|---------------------------------------------------------------------|
 SY4461| PID    Reference Object                     Distance      Geod. Az  |
 SY4461|                                                           dddmmss.s |
 SY4461| SY4532 ZERO WEST 1948                      222.660 METERS 29451     |
 SY4461| SY4424 EXTRA 1948                          437.409 METERS 3210703.8 |
 SY4461|---------------------------------------------------------------------|
 SY4461
 SY4461                          SUPERSEDED SURVEY CONTROL
 SY4461
 SY4461  NAD 83(1986)-  47 33 05.68457(N)    122 15 26.62257(W) AD(       ) 3
 SY4461  NAD 27      -  47 33 06.34700(N)    122 15 22.19600(W) AD(       ) 3
 SY4461
 SY4461.Superseded values are not recommended for survey control.
 SY4461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4461.See file dsdata.txt to determine how the superseded data were derived.
 SY4461
 SY4461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5587366729(NAD 83)
 SY4461_MARKER: DS = TRIANGULATION STATION DISK
 SY4461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4461_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY4461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4461+STABILITY: SURFACE MOTION
 SY4461
 SY4461  HISTORY     - Date     Condition        Report By
 SY4461  HISTORY     - 1948     MONUMENTED       CGS
 SY4461  HISTORY     - 1954     GOOD             CGS
 SY4461  HISTORY     - 1963     GOOD             CGS
 SY4461  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY4461
 SY4461                          STATION DESCRIPTION
 SY4461
 SY4461'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (JCP)
 SY4461'AT SEWARD PARK, ON THE W SHORE OF LAKE WASHINGTON AT THE HEAD OF
 SY4461'ANDREWS BAY.  STATION IS 25.5 METERS NW OF SW CORNER OF BATHHOUSE,
 SY4461'21.0 METERS SW OF NW CORNER OF BATHHOUSE, 7.7 METERS TO PLAQUE ON
 SY4461'N SIDE OF ENTRANCE TO BATHHOUSE, 6.5 METERS N OF DRINKING
 SY4461'FOUNTAIN, 3.9 METERS S OF S END OF CURB LEADING TO MENS DRESSING
 SY4461'ROOM, AND 2.3 METERS E OF OUTER EDGE OF SIDEWALK PARALLEL TO
 SY4461'LAKE.
 SY4461'
 SY4461'STATION MARK IS A BRONZE STATION DISK, STAMPED COURSE SOUTH 1948,
 SY4461'CEMENTED IN THE TOP OF A 9-INCH SQUARE CONCRETE POST, 1-1/2 FEET
 SY4461'LONG, SET FLUSH WITH TOP OF GROUND.  NO UNDERGROUND MARK WAS SET.
 SY4461'
 SY4461'NO REFERENCE, AZIMUTH, OR WITNESS MARK WAS SET.
 SY4461
 SY4461                          STATION RECOVERY (1954)
 SY4461
 SY4461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CP)
 SY4461'THE STATION WAS FOUND IN GOOD CONDITION AND NO CHANGES ARE NEEDED
 SY4461'IN THE ORIGINAL DESCRIPTION.
 SY4461
 SY4461                          STATION RECOVERY (1963)
 SY4461
 SY4461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4461'THE STATION WAS RECOVERED AS DESCRIBED.
 SY4461'
 SY4461'GRASS HAS GROWN OVER THE MARK, LEAVING IT ABOUT 1 INCH BELOW
 SY4461'GROUND.
 SY4461
 SY4461                          STATION RECOVERY (1987)
 SY4461
 SY4461'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJB)
 SY4461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2735 ***********************************************************************
 RC2735  CBN         -  This is a Cooperative Base Network Control Station.
 RC2735  DESIGNATION -  COURT
 RC2735  PID         -  RC2735
 RC2735  STATE/COUNTY-  WA/KLICKITAT
 RC2735  USGS QUAD   -  GOLDENDALE (1983)
 RC2735
 RC2735                         *CURRENT SURVEY CONTROL
 RC2735  ___________________________________________________________________
 RC2735* NAD 83(1998)-  45 49 16.83205(N)    120 49 23.89851(W)     ADJUSTED  
 RC2735* NAVD 88     -       498.229  (meters)    1634.61   (feet)  ADJUSTED  
 RC2735  ___________________________________________________________________
 RC2735  X           -  -2,281,639.297 (meters)                     COMP
 RC2735  Y           -  -3,823,948.266 (meters)                     COMP
 RC2735  Z           -   4,551,773.292 (meters)                     COMP
 RC2735  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 RC2735  ELLIP HEIGHT-         477.35  (meters)          (07/03/01) GPS OBS
 RC2735  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 RC2735  DYNAMIC HT  -         498.192 (meters)    1634.48  (feet)  COMP
 RC2735  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 RC2735
 RC2735  HORZ ORDER  -  B
 RC2735  VERT ORDER  -  FIRST     CLASS II
 RC2735  ELLP ORDER  -  FIFTH     CLASS I
 RC2735
 RC2735.The horizontal coordinates were established by GPS observations
 RC2735.and adjusted by the National Geodetic Survey in July 2001..
 RC2735.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2735.DATUM ITEM on the data sheet items page.
 RC2735
 RC2735.The orthometric height was determined by differential leveling
 RC2735.and adjusted by the National Geodetic Survey in October 1996..
 RC2735
 RC2735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2735
 RC2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2735
 RC2735.The ellipsoidal height was determined by GPS observations
 RC2735.and is referenced to NAD 83.
 RC2735
 RC2735.The geoid height was determined by GEOID03.
 RC2735
 RC2735.The dynamic height is computed by dividing the NAVD 88
 RC2735.geopotential number by the normal gravity value computed on the
 RC2735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC2735.degrees latitude (g = 980.6199 gals.).
 RC2735
 RC2735.The modeled gravity was interpolated from observed gravity values.
 RC2735
 RC2735;                    North         East     Units Scale Factor Converg.
 RC2735;SPC WA S     -    54,294.134   474,875.237   MT  1.00000274   -0 14 05.5
 RC2735;SPC WA S     -   178,130.00  1,557,986.51   sFT  1.00000274   -0 14 05.5
 RC2735;UTM  10      - 5,076,501.694   669,087.048   MT  0.99995150   +1 33 41.1
 RC2735
 RC2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2735!SPC WA S     -   0.99992517  x   1.00000274  =   0.99992791
 RC2735!UTM  10      -   0.99992517  x   0.99995150  =   0.99987667
 RC2735
 RC2735                          SUPERSEDED SURVEY CONTROL
 RC2735
 RC2735  NAD 83(1991)-  45 49 16.83087(N)    120 49 23.89848(W) AD(       ) B
 RC2735  ELLIP H (05/29/91)  477.47   (m)                       GP(       ) 4 1
 RC2735  NAVD 88 (02/26/02)  498.23   (m)         1634.6    (f) LEVELING    3  
 RC2735  NGVD 29 (??/??/??)  497.24   (m)         1631.4    (f) N HEIGHT    3  
 RC2735
 RC2735.Superseded values are not recommended for survey control.
 RC2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2735.See file dsdata.txt to determine how the superseded data were derived.
 RC2735
 RC2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6908776502(NAD 83)
 RC2735_MARKER: DH = HORIZONTAL CONTROL DISK
 RC2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2735_SP_SET: CONCRETE POST
 RC2735_STAMPING: COURT 1990
 RC2735_MARK LOGO: NGS   
 RC2735_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2735+STABILITY: SURFACE MOTION
 RC2735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2735+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 RC2735
 RC2735  HISTORY     - Date     Condition        Report By
 RC2735  HISTORY     - 1990     MONUMENTED       NGS
 RC2735  HISTORY     - 19980715 GOOD             NGS
 RC2735  HISTORY     - 20001010 GOOD             OR-065
 RC2735
 RC2735                          STATION DESCRIPTION
 RC2735
 RC2735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RC2735'THE STATION IS LOCATED ABOUT 59.5 KM (37.0 MI) SOUTHEAST OF TROUT
 RC2735'LAKE, 48.3 KM (30.0 MI) WEST OF ROOSEVELT, 32.2 KM (20.0 MI)
 RC2735'NORTHEAST OF THE DALLES AND AT THE KLICKITAT COUNTY COURT HOUSE IN
 RC2735'GOLDENDALE.
 RC2735'TO REACH FROM THE INTERSECTION OF COLUMBUS AVENUE AND COURT STREET IN
 RC2735'GOLDENDALE, GO WEST ON COURT STREET FOR 0.08 KM (0.05 MI) TO THE
 RC2735'ENTRANCE TO THE COURTHOUSE PARKING LOT AND THE STATION ON THE LEFT.
 RC2735'THE MARK IS ET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 RC2735'WITH THE GROUND SURFACE.  IT IS 13.2 M (43.3 FT) WEST OF A POWER LINE
 RC2735'POLE, 9.3 M (30.5 FT) SOUTH OF THE CENTER OF COURT STREET, 9.2 M
 RC2735'(30.2 FT) EAST OF THE CURB OF THE PARKING LOT AT THE SOUTHEDGE OF THE
 RC2735'SIDEWALK AND 1.5 M (4.9 FT) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK.
 RC2735
 RC2735                          STATION RECOVERY (1998)
 RC2735
 RC2735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 RC2735'IN GOLDENDALE, AT THE INTERSECTION OF COLUMBUS AVENUE AND COURT
 RC2735'STREET, 39.3 M (128.9 FT) EAST OF THE NORTHEAST CORNER OF THE
 RC2735'COURTHOUSE, 52.2 M (171.3 FT) WEST OF THE AVENUE CENTER, 18.7 M (61.4
 RC2735'FT) EAST OF THE CENTER OF A DRIVEWAY LEADING TO A PARKING LOT, 12.8 M
 RC2735'(42.0 FT) WEST OF UTILITY LIGHT POLE NUMBER 3320-7998.0, 9.8 M (32.2
 RC2735'FT) SOUTH OF THE STREET CENTER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 RC2735'STREET, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 RC2735'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY KLICKITAT COUNTY,
 RC2735'205 SOUTH COLUMBUS AVENUE, GOLDENDALE, WA 98620, TELEPHONE NUMBER
 RC2735'(509) 773-5744.  THE MONUMENT IS A STATE HARN STATION.
 RC2735
 RC2735                          STATION RECOVERY (2000)
 RC2735
 RC2735'RECOVERY NOTE BY WASCO COUNTY OREGON 2000 (DGI)
 RC2735'RECOVERED AS DESCRIBED
 RC2735'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0923 ***********************************************************************
 SA0923  DESIGNATION -  COURTHOUSE
 SA0923  PID         -  SA0923
 SA0923  STATE/COUNTY-  WA/FRANKLIN
 SA0923  USGS QUAD   -  PASCO (1992)
 SA0923
 SA0923                         *CURRENT SURVEY CONTROL
 SA0923  ___________________________________________________________________
 SA0923* NAD 83(1986)-  46 14 13.     (N)    119 05 45.     (W)     SCALED    
 SA0923* NAVD 88     -       119.323  (meters)     391.48   (feet)  ADJUSTED  
 SA0923  ___________________________________________________________________
 SA0923  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SA0923  DYNAMIC HT  -         119.327 (meters)     391.49  (feet)  COMP
 SA0923  MODELED GRAV-     980,650.9   (mgal)                       NAVD 88
 SA0923
 SA0923  VERT ORDER  -  FIRST     CLASS II
 SA0923
 SA0923.The horizontal coordinates were scaled from a topographic map and have
 SA0923.an estimated accuracy of +/- 6 seconds.
 SA0923
 SA0923.The orthometric height was determined by differential leveling
 SA0923.and adjusted by the National Geodetic Survey in June 1991..
 SA0923
 SA0923.The geoid height was determined by GEOID03.
 SA0923
 SA0923.The dynamic height is computed by dividing the NAVD 88
 SA0923.geopotential number by the normal gravity value computed on the
 SA0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0923.degrees latitude (g = 980.6199 gals.).
 SA0923
 SA0923.The modeled gravity was interpolated from observed gravity values.
 SA0923
 SA0923;                    North         East    Units  Estimated Accuracy
 SA0923;SPC WA S     -   101,400.      608,290.      MT  (+/- 180 meters Scaled)
 SA0923
 SA0923                          SUPERSEDED SURVEY CONTROL
 SA0923
 SA0923  NGVD 29 (??/??/92)  118.295  (m)          388.11   (f) ADJ UNCH    1 2
 SA0923
 SA0923.Superseded values are not recommended for survey control.
 SA0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0923.See file dsdata.txt to determine how the superseded data were derived.
 SA0923
 SA0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM384225(NAD 83)
 SA0923_MARKER: DB = BENCH MARK DISK
 SA0923_SETTING: 0 = UNSPECIFIED SETTING
 SA0923_STAMPING: COURTHOUSE 1949
 SA0923_MARK LOGO: CGS   
 SA0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA0923+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 SA0923
 SA0923  HISTORY     - Date     Condition        Report By
 SA0923  HISTORY     - 1949     MONUMENTED       CGS
 SA0923  HISTORY     - 1981     GOOD             NGS
 SA0923  HISTORY     - 20020912 GOOD             NGS
 SA0923
 SA0923                          STATION DESCRIPTION
 SA0923
 SA0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA0923'IN PASCO.
 SA0923'AT PASCO, AT THE COURTHOUSE, 61.0 FEET SOUTH OF THE MAIN ENTRANCE TO
 SA0923'THE COURTHOUSE, SET VERTICALLY AT THE SOUTHEAST CORNER AND 2.7 FEET
 SA0923'ABOVE THE GROUND.
 SA0923
 SA0923                          STATION RECOVERY (1981)
 SA0923
 SA0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0923'RECOVERED IN GOOD CONDITION.
 SA0923
 SA0923                          STATION RECOVERY (2002)
 SA0923
 SA0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 SA0923'COURTHOUSE IS AT NW CORNER OF NORTH 4TH AVENUE AND MARGARET ST.,
 SA0923'OPPOSITE FROM VOLUNTEER PARK AND IS SOUTH OF EAST END OF I-182.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3414 ***********************************************************************
 RD3414  DESIGNATION -  COURTHOUSE
 RD3414  PID         -  RD3414
 RD3414  STATE/COUNTY-  WA/CLARK
 RD3414  USGS QUAD   -  VANCOUVER (1990)
 RD3414
 RD3414                         *CURRENT SURVEY CONTROL
 RD3414  ___________________________________________________________________
 RD3414* NAD 83(1991)-  45 37 49.27169(N)    122 40 39.61075(W)     ADJUSTED  
 RD3414* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 RD3414  ___________________________________________________________________
 RD3414  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 RD3414  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3414
 RD3414  HORZ ORDER  -  FIRST
 RD3414
 RD3414.The horizontal coordinates were established by classical geodetic methods
 RD3414.and adjusted by the National Geodetic Survey in December 1991..
 RD3414
 RD3414.The orthometric height was scaled from a topographic map.
 RD3414
 RD3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3414
 RD3414.The geoid height was determined by GEOID03.
 RD3414
 RD3414;                    North         East     Units Scale Factor Converg.
 RD3414;SPC WA S     -    35,358.486   330,203.456   MT  1.00005218   -1 34 54.7
 RD3414;SPC WA S     -   116,005.30  1,083,342.51   sFT  1.00005218   -1 34 54.7
 RD3414;SPC OR N     -   220,499.224 2,330,223.697   MT  0.99992702   -1 32 39.7
 RD3414;SPC OR N     -   723,422.65  7,645,090.87   iFT  0.99992702   -1 32 39.7
 RD3414;UTM  10      - 5,053,029.056   525,124.461   MT  0.99960776   +0 13 49.5
 RD3414
 RD3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3414!SPC WA S     -   0.99999541  x   1.00005218  =   1.00004759
 RD3414!SPC OR N     -   0.99999541  x   0.99992702  =   0.99992243
 RD3414!UTM  10      -   0.99999541  x   0.99960776  =   0.99960317
 RD3414
 RD3414:                Primary Azimuth Mark                     Grid Az
 RD3414:SPC WA S     -  VANCOUVER HWY PATROL RAD MAST            105 48 32.1
 RD3414:SPC OR N     -  VANCOUVER HWY PATROL RAD MAST            105 46 17.1
 RD3414:UTM  10      -  VANCOUVER HWY PATROL RAD MAST            103 59 47.9
 RD3414
 RD3414|---------------------------------------------------------------------|
 RD3414| PID    Reference Object                     Distance      Geod. Az  |
 RD3414|                                                           dddmmss.s |
 RD3414| RD3412 VANCOUVER HWY PATROL RAD MAST       APPROX. 1.0 KM 1041337.4 |
 RD3414| CE2459 COURTHOUSE RM 1                       3.854 METERS 21517     |
 RD3414| CE2458 154 ELEV 54.993                                    2523146.9 |
 RD3414| CE2457 COURTHOUSE AZ MK                                   2531423.6 |
 RD3414| RD3393 FRUIT VALLEY HOMES ELEV TANK        APPROX. 2.1 KM 3243702.6 |
 RD3414| CE2460 COURTHOUSE RM 2                       3.818 METERS 32627     |
 RD3414|---------------------------------------------------------------------|
 RD3414
 RD3414                          SUPERSEDED SURVEY CONTROL
 RD3414
 RD3414  NAD 83(1991)-  45 37 49.27169(N)    122 40 39.61075(W) AD(       ) 1
 RD3414  NAD 83(1986)-  45 37 49.28991(N)    122 40 39.61309(W) AD(       ) 1
 RD3414  NAD 27      -  45 37 49.86724(N)    122 40 35.26162(W) AD(       ) 1
 RD3414
 RD3414.Superseded values are not recommended for survey control.
 RD3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3414.See file dsdata.txt to determine how the superseded data were derived.
 RD3414
 RD3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2512453029(NAD 83)
 RD3414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD3414+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2005
 RD3414
 RD3414  HISTORY     - Date     Condition        Report By
 RD3414  HISTORY     - 1961     MONUMENTED       CGS
 RD3414  HISTORY     - 1964     GOOD             CGS
 RD3414  HISTORY     - 1985     SEE DESCRIPTION  USPSQD
 RD3414  HISTORY     - 20010620 POOR             INDIV
 RD3414  HISTORY     - 20040310 GOOD             USPSQD
 RD3414  HISTORY     - 20050313 GOOD             USPSQD
 RD3414
 RD3414                          STATION DESCRIPTION
 RD3414
 RD3414'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD3414'THE STATION IS LOCATED IN THE CENTER OF THE PENT HOUSE ROOF ON TOP
 RD3414'OF THE CLARK COUNTY COURTHOUSE IN VANCOUVER.
 RD3414'
 RD3414'THE STATION MARK IS A STANDARD DISK, STAMPED COURTHOUSE 1961,
 RD3414'CEMENTED IN A DRILL HOLE IN THE ROOF OF THE PENT HOUSE, FLUSH WITH
 RD3414'THE SURFACE OF THE ROOF.
 RD3414'
 RD3414'REFERENCE MARK NO 1 IS A CUT CROSS IN THE SOUTHWEST EDGE OF THE
 RD3414'PENT HOUSE ROOF.
 RD3414'
 RD3414'REFERENCE MARK NO 2 IS A CUT CROSS IN THE NORTHWEST EDGE OF THE
 RD3414'PENT HOUSE ROOF.
 RD3414'
 RD3414'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COURTHOUSE 1961,
 RD3414'CEMENTED IN A DRILL HOLE IN THE CURB OF JEFFERSON STREET WHICH IS 0.2
 RD3414'MILE WEST OF THE STATION AT THE INTERSECTION OF SOUTHWEST 11TH
 RD3414'STREET AND JEFFERSON STREET.  IT IS 34 FEET SOUTH OF THE CENTER OF
 RD3414'SOUTHWEST 11TH STREET, 27 FEET WEST OF THE CENTER OF JEFFERSON STREET
 RD3414'AND 5 FEET SOUTH OF A POWER LINE POLE.
 RD3414
 RD3414                          STATION RECOVERY (1964)
 RD3414
 RD3414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 RD3414'PREVIOUS DESCRIPTION FOUND IN SPECIAL PUBLICATION G 12905,
 RD3414'PAGE 84.
 RD3414'
 RD3414'THE DESCRIPTION WAS ADEQUATE.  THE STATION MARK AND AZIMUTH MARK
 RD3414'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A THICKNESS OF TAR
 RD3414'HAS BEEN PLACED ON THE PENTHOUSE ROOF AND THE STATION MARK IS NOW
 RD3414'UNDER 1 INCH OF TAR.  THE REFERENCE MARKS ARE NOT TO BE PRESUMED
 RD3414'LOST, BUT THE NEED TO RECOVER THEM DID NOT JUSTIFY REMOVING THE TAR.
 RD3414'
 RD3414'TO AID IN THE RECOVERY OF THE STATION A TRIANGLE WAS SKETCHED IN
 RD3414'THE FRESH TAR OVER THE STATION MARK WHEN THE AREA WAS REPAIRED AFTER
 RD3414'THE STATION WAS USED.
 RD3414'
 RD3414'THE AZIMUTH MARK WAS REMOVED TO MAKE WAY FOR CONSTRUCTION.  A NEW
 RD3414'AZIMUTH MARK WAS ESTABLISHED IN FRONT OF THE SCOTT BLDG., WHICH IS
 RD3414'AT THE INTERSECTION OF JEFFERSON STREET AND WEST 11TH STREET.  THE
 RD3414'AZIMUTH MARK IS CEMENTED IN A DRILL HOLE IN THE SOUTH CURB OF WEST
 RD3414'11TH STREET, 55 FEET EAST OF THE CENTER OF JEFFERSON STREET AND
 RD3414'21 FEET SOUTH OF THE CENTER OF WEST 11TH STREET.
 RD3414
 RD3414                          STATION RECOVERY (1985)
 RD3414
 RD3414'RECOVERY NOTE BY US POWER SQUADRON 1985 (TCO)
 RD3414'STATION MARK - R.M. NO 1 AND R.M. NO 2 WERE NOT OBSERVED DUE TO
 RD3414'MAINTENANCE WORK - TAR PAPER AND FLASHING, HOWEVER, THE PENTHOUSE
 RD3414'IS IN USE AND I THEREFORE FEEL THESE MARKS CAN BE RECOVERED.
 RD3414'DESCRIPTION ADEQUATE.
 RD3414'
 RD3414'AZIMUTH MARK STAMPED CITY OF VANCOUVER B.M. NO 154 ELEV 64.993
 RD3414'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE EXCEPT THAT POWER
 RD3414'LINE POLE IS GONE.
 RD3414
 RD3414                          STATION RECOVERY (2001)
 RD3414
 RD3414'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MRM)
 RD3414'RECOVERY NOTE BY MARC MURSELL 2001. ROOF HAS BEEN RETARRED. APPARENTLY
 RD3414'WHEN OLD TAR WAS REMOVED, THE STATION WAS SCRAPED OFF. SEARCHED AREA
 RD3414'WITH DISTANCES FROM RM1 AND RM2. REMOVED TAR AND FOUND DISTINCT DRILL
 RD3414'HOLE. VERIFIED LOCATION AS BEING ORIGINAL STATION WITH TIES TO AZ
 RD3414'MARK, RD 3339 AND RD 4177. SET YELLOW PLASTIC CAP IN FRESH TAR MARKED
 RD3414'MURSELL 30447 OVER DRILL HOLE TO AID IN RECOVERY.
 RD3414
 RD3414                          STATION RECOVERY (2004)
 RD3414
 RD3414'RECOVERY NOTE BY US POWER SQUADRON 2004 (HS)
 RD3414'SECURITY DENIED ACCESS TO STATION ON ROOF, AZIMUTH MARK RECOVERED,
 RD3414'LAST RECOVERED 1964.
 RD3414
 RD3414                          STATION RECOVERY (2005)
 RD3414
 RD3414'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD3414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1209 ***********************************************************************
 SB1209  DESIGNATION -  COURTHOUSE
 SB1209  PID         -  SB1209
 SB1209  STATE/COUNTY-  WA/YAKIMA
 SB1209  USGS QUAD   -  YAKIMA WEST (1985)
 SB1209
 SB1209                         *CURRENT SURVEY CONTROL
 SB1209  ___________________________________________________________________
 SB1209* NAD 83(1998)-  46 36 17.38335(N)    120 30 22.17648(W)     ADJUSTED  
 SB1209* NAVD 88     -       343.2    (meters)    1126.     (feet)  VERTCON   
 SB1209  ___________________________________________________________________
 SB1209  X           -  -2,228,466.450 (meters)                     COMP
 SB1209  Y           -  -3,782,255.361 (meters)                     COMP
 SB1209  Z           -   4,611,928.041 (meters)                     COMP
 SB1209  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 SB1209  ELLIP HEIGHT-         322.03  (meters)          (07/05/01) GPS OBS
 SB1209  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 SB1209
 SB1209  HORZ ORDER  -  FIRST
 SB1209  ELLP ORDER  -  FOURTH    CLASS II
 SB1209
 SB1209.The horizontal coordinates were established by GPS observations
 SB1209.and adjusted by the National Geodetic Survey in July 2001..
 SB1209.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB1209.DATUM ITEM on the data sheet items page.
 SB1209
 SB1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1209
 SB1209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB1209
 SB1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1209
 SB1209.The ellipsoidal height was determined by GPS observations
 SB1209.and is referenced to NAD 83.
 SB1209
 SB1209.The geoid height was determined by GEOID03.
 SB1209
 SB1209;                    North         East     Units Scale Factor Converg.
 SB1209;SPC WA S     -   141,326.536   499,528.082   MT  0.99991466   -0 00 16.1
 SB1209;SPC WA S     -   463,668.81  1,638,868.38   sFT  0.99991466   -0 00 16.1
 SB1209;UTM  10      - 5,164,272.784   690,985.653   MT  1.00004836   +1 48 45.5
 SB1209
 SB1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1209!SPC WA S     -   0.99994952  x   0.99991466  =   0.99986419
 SB1209!UTM  10      -   0.99994952  x   1.00004836  =   0.99999788
 SB1209
 SB1209                          SUPERSEDED SURVEY CONTROL
 SB1209
 SB1209  NAD 83(1991)-  46 36 17.38249(N)    120 30 22.17625(W) AD(       ) 1
 SB1209  ELLIP H (05/26/93)  322.14   (m)                       GP(       ) 3 1
 SB1209  NGVD 29 (05/26/93)  342.2    (m)         1123.     (f) GPS OBS        
 SB1209
 SB1209.Superseded values are not recommended for survey control.
 SB1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1209.See file dsdata.txt to determine how the superseded data were derived.
 SB1209
 SB1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS9098664273(NAD 83)
 SB1209_MARKER: I = METAL ROD
 SB1209_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SB1209_SP_SET: STAINLESS STEEL ROD
 SB1209_MARK LOGO: WA-077
 SB1209_PROJECTION: PROJECTING 8 CENTIMETERS
 SB1209_MAGNETIC: I = MARKER IS A STEEL ROD
 SB1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1209+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SB1209_ROD/PIPE-DEPTH: 0.22 meters
 SB1209
 SB1209  HISTORY     - Date     Condition        Report By
 SB1209  HISTORY     - 1991     MONUMENTED       WA-077
 SB1209
 SB1209                          STATION DESCRIPTION
 SB1209
 SB1209'DESCRIBED BY YAKIMA COUNTY WASHINGTON 1991
 SB1209'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF THE NORTHWEST
 SB1209'QUARTER OF SECTION 19, TOWNSHIP 13 NORTH, RANGE 19 EAST, WILLAMETTE
 SB1209'MERIDIAN.
 SB1209'AT YAKIMA, YAKIMA COUNTY, AT THE COURTHOUSE LOCATED AT SOUTHEAST
 SB1209'CORNER OF NORTH FIRST STREET AND EAST B STREET, YAKIMA, WASHINGTON.
 SB1209'THE STATION IS LOCATED ON THE ROOF OF THE COURTHOUSE.  FOR ACCESS TO
 SB1209'THE STATION CONTACT MR. RICK GREGORY, AT PUBLIC WORKS DEPARTMENT,
 SB1209'YAKIMA COUNTY COURTHOUSE, YAKIMA, WASHINGTON.
 SB1209'THE MARK IS A 5/8 INCH THREADED STAINLESS STEEL BOLT STOCK EMBEDDED IN
 SB1209'DRILLED HOLE IN 8 INCH WIDE CONCRETE PARAPET WALL AT THE EAST-
 SB1209'NORTHEAST CORNER OF ROOF OF FOURTH FLOOR ADDITION TO COURTHOUSE.
 SB1209'LOCATED 2.65 FT (0.81 M) SOUTH OF EAST NORTHEAST CORNER OF CONCRETE
 SB1209'PARAPET WALL ON ROOF OF FOURTH FLOOR ADDITION TO COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4334 ***********************************************************************
 SY4334  DESIGNATION -  COURTHOUSE DOME
 SY4334  PID         -  SY4334
 SY4334  STATE/COUNTY-  WA/KING
 SY4334  USGS QUAD   -  POVERTY BAY (1994)
 SY4334
 SY4334                         *CURRENT SURVEY CONTROL
 SY4334  ___________________________________________________________________
 SY4334* NAD 83(1991)-  47 36 11.08301(N)    122 19 29.17802(W)     ADJUSTED  
 SY4334* NAVD 88     -                                                        
 SY4334  ___________________________________________________________________
 SY4334  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 SY4334  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY4334
 SY4334  HORZ ORDER  -  THIRD
 SY4334
 SY4334.The horizontal coordinates were established by classical geodetic methods
 SY4334.and adjusted by the National Geodetic Survey in December 1991..
 SY4334
 SY4334
 SY4334.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4334
 SY4334.The geoid height was determined by GEOID03.
 SY4334
 SY4334;                    North         East     Units Scale Factor Converg.
 SY4334;SPC WA N     -    68,138.180   387,858.840   MT  0.99998237   -1 06 37.5
 SY4334;SPC WA N     -   223,550.01  1,272,500.21   sFT  0.99998237   -1 06 37.5
 SY4334;UTM  10      - 5,272,406.457   550,754.037   MT  0.99963165   +0 29 55.2
 SY4334
 SY4334                          SUPERSEDED SURVEY CONTROL
 SY4334
 SY4334  NAD 83(1986)-  47 36 11.07926(N)    122 19 29.17691(W) AD(       ) 4
 SY4334  NAD 27      -  47 36 11.72400(N)    122 19 24.73300(W) AD(       ) 3
 SY4334
 SY4334.Superseded values are not recommended for survey control.
 SY4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4334.See file dsdata.txt to determine how the superseded data were derived.
 SY4334
 SY4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5075472406(NAD 83)
 SY4334
 SY4334  HISTORY     - Date     Condition        Report By
 SY4334  HISTORY     - UNK      MONUMENTED
 SY4334  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4334  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 SY4334
 SY4334                          STATION DESCRIPTION
 SY4334
 SY4334'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4334'THE STATION HAS BEEN DESTROYED.  THE COURTHOUSE WAS DEMOLISHED
 SY4334'ABOUT 25 YEARS AGO AND WAS LOCATED NE OF THE INTERSECTION OF
 SY4334'SEVENTH AVENUE AND ALDER STREET, THE LOCATION NOW OCCUPIED BY A
 SY4334'HOUSING PROJECT UNDER JURISDICTION OF THE SEATTLE HOUSING
 SY4334'AUTHORITY.
 SY4334
 SY4334                          STATION RECOVERY (2002)
 SY4334
 SY4334'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2147 ***********************************************************************
 RC2147  DESIGNATION -  COURTNEY
 RC2147  PID         -  RC2147
 RC2147  STATE/COUNTY-  WA/KLICKITAT
 RC2147  USGS QUAD   -  WHITE SALMON (1994)
 RC2147
 RC2147                         *CURRENT SURVEY CONTROL
 RC2147  ___________________________________________________________________
 RC2147* NAD 83(1991)-  45 42 13.94489(N)    121 25 26.55118(W)     ADJUSTED  
 RC2147* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 RC2147  ___________________________________________________________________
 RC2147  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 RC2147  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RC2147
 RC2147  HORZ ORDER  -  SECOND
 RC2147
 RC2147.The horizontal coordinates were established by classical geodetic methods
 RC2147.and adjusted by the National Geodetic Survey in December 1991..
 RC2147
 RC2147.The orthometric height was scaled from a topographic map.
 RC2147
 RC2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2147
 RC2147.The geoid height was determined by GEOID03.
 RC2147
 RC2147;                    North         East     Units Scale Factor Converg.
 RC2147;SPC WA S     -    41,607.686   428,039.125   MT  1.00003186   -0 40 16.4
 RC2147;SPC WA S     -   136,507.88  1,404,325.03   sFT  1.00003186   -0 40 16.4
 RC2147;SPC OR N     -   226,793.320 2,428,045.788   MT  0.99993819   -0 39 19.1
 RC2147;SPC OR N     -   744,072.57  7,966,029.49   iFT  0.99993819   -0 39 19.1
 RC2147;UTM  10      - 5,062,354.409   622,679.063   MT  0.99978503   +1 07 41.2
 RC2147
 RC2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2147!SPC WA S     -   0.99995036  x   1.00003186  =   0.99998222
 RC2147!SPC OR N     -   0.99995036  x   0.99993819  =   0.99988856
 RC2147!UTM  10      -   0.99995036  x   0.99978503  =   0.99973540
 RC2147
 RC2147|---------------------------------------------------------------------|
 RC2147| PID    Reference Object                     Distance      Geod. Az  |
 RC2147|                                                           dddmmss.s |
 RC2147| CF3847 NW POINT OF POISON OAK BUSH          20.600 METERS 05722     |
 RC2147| CF4251 COURTNEY RM 1                        10.301 METERS 08229     |
 RC2147| RC2112 MOSIER UPPER LIGHT                  APPROX. 4.6 KM 0933911.7 |
 RC2147| RC2150 MOSIER SAWMILL RIVER GABLE          APPROX. 3.1 KM 1292517.9 |
 RC2147| RC2158 MOSIER RAILWAY STATION E GABLE      APPROX. 3.0 KM 1370358.8 |
 RC2147| RC2159 MOSIER RAILWAY STA WEST GABLE       APPROX. 3.0 KM 1373534.5 |
 RC2147| RC2176 EIGHTEEN MILE IS BARN N GAB         APPROX. 1.6 KM 1741226.5 |
 RC2147| RC2182 WASCO LIGHT                         APPROX. 1.8 KM 2311514.9 |
 RC2147| RC2186 VIEW                                APPROX. 2.6 KM 2442711.2 |
 RC2147| RC2180 PORTLAND SPOKANE AWY BCN 63 MI      APPROX. 4.0 KM 2643116.3 |
 RC2147| CF4252 COURTNEY RM 2                        12.618 METERS 32247     |
 RC2147|---------------------------------------------------------------------|
 RC2147
 RC2147                          SUPERSEDED SURVEY CONTROL
 RC2147
 RC2147  NAD 83(1991)-  45 42 13.94489(N)    121 25 26.55118(W) AD(       ) 2
 RC2147  NAD 83(1986)-  45 42 13.95879(N)    121 25 26.55008(W) AD(       ) 2
 RC2147  NAD 27      -  45 42 14.52800(N)    121 25 22.29700(W) AD(       ) 2
 RC2147
 RC2147.Superseded values are not recommended for survey control.
 RC2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2147.See file dsdata.txt to determine how the superseded data were derived.
 RC2147
 RC2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2267962354(NAD 83)
 RC2147_MARKER: Z = SEE DESCRIPTION
 RC2147_SETTING: 0 = UNSPECIFIED SETTING
 RC2147
 RC2147  HISTORY     - Date     Condition        Report By
 RC2147  HISTORY     - 1939     MONUMENTED       CGS
 RC2147  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RC2147  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RC2147
 RC2147                          STATION DESCRIPTION
 RC2147
 RC2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2147'STATION IS ABOUT 4 MILES E OF BINGEN, WASHINGTON, AND ABOUT 1/2
 RC2147'MILE N OF THE COLUMBIA RIVER.  STATION IS ON PROPERTY OWNED BY
 RC2147'MR. COURTNEY.  STATION IS ON A SLOPE IN GRAZING LAND AND IS ABOUT
 RC2147'75 METERS S OF A LARGE LONE PINE TREE.
 RC2147'
 RC2147'STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF 4-INCH
 RC2147'CAST-IRON SOIL PIPE.
 RC2147'
 RC2147'UNDERGROUND AND REFERENCE MARKS, ARE STANDARD BRONZE DISKS IN
 RC2147'BOULDERS, AS DESCRIBED IN NOTES 9 AND 12C.
 RC2147'
 RC2147'STATION CAN BE REACHED AS FOLLOWS--GO E FROM HOOD RIVER - WHITE
 RC2147'SALMON BRIDGE, 4.7 MILES ALONG U.S. HIGHWAY 830.  TAKE DIRT ROAD
 RC2147'LEADING N FROM HIGHWAY AND CONTINUE ALONG THIS ROAD 2.3 MILES FROM
 RC2147'HIGHWAY (1/2 MILE FROM HIGHWAY GO THRU GATE).  TURN OFF ROAD TO
 RC2147'S JUST BEFORE ROAD PASSES BETWEEN TWO CULTIVATED FIELDS AND
 RC2147'PARK.  HIKE S, DOWN RIDGE, ABOUT 200 YARDS TO STATION.
 RC2147
 RC2147                          STATION RECOVERY (1957)
 RC2147
 RC2147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2147'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 RC2147'AND IN GOOD CONDITION.  THE STATION IS ALSO ABOUT 0.1 MI. S OF A
 RC2147'LINE OF POWER POLES.
 RC2147
 RC2147                          STATION RECOVERY (1968)
 RC2147
 RC2147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 RC2147'THE STATION MARK, STAMPED COURTNEY 1939, REFERENCE MARK NO. 1,
 RC2147'STAMPED COURTNEY NO 1 1939 AND REFERENCE MARK NO. 2, STAMPED
 RC2147'COURTNEY NO 2 1939 WERE RECOVERED IN GOOD CONDITION.  A METAL
 RC2147'WITNESS POST WAS PLACED 1 FOOT EAST OF THE STATION MARK.  A ROCK
 RC2147'CAIRN WAS BUILT 1 FOOT EAST OF REFERENCE MARK NO. 1.  A ROCK
 RC2147'CAIRN WAS BUILT 0.5 FOOT NORTH OF REFERENCE MARK NO. 2.  THE
 RC2147'HIGHWAY HAS BEEN CHANGED.  A NEW TO REACH FOLLOWS.
 RC2147'
 RC2147'TO REACH THE STATION FROM THE BINGEN POST OFFICE GO EAST ON
 RC2147'STATE HIGHWAY 14 FOR 3.4 MILES TO A SIDE ROAD NORTH, TURN LEFT
 RC2147'AND GO NORTH FOR 100 FEET TO THE OLD HIGHWAY, TURN LEFT AND GO
 RC2147'WEST ON THE OLD HIGHWAY FOR 0.05 MILE TO A DRIVEWAY ON THE RIGHT,
 RC2147'TURN SHARP RIGHT AND GO 100 FEET TO A METAL GATE, PASS THROUGH
 RC2147'THE GATE AND GO NORTHWEST ON THE ROUGH DIRT ROAD FOR 0.5 MILE TO
 RC2147'A WIRE GATE, PASS THROUGH THE GATE AND GO WESTERLY ON THE ROUGH
 RC2147'DIRT ROAD FOR 1.6 MILES TO A GATE INTO THE PASTURE ON THE
 RC2147'RIGHT AND A ROCK CAIRN ON THE LEFT, WITH A TRIANGLE PAINTED ON
 RC2147'THE TOP ROCK AND THE END OF TRUCK TRAVEL.  PACK
 RC2147'SOUTH-SOUTHEAST, DOWN THE PASTURE SLOPE FOR 300 METERS TO THE
 RC2147'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1630 ***********************************************************************
 RZ1630  DESIGNATION -  COUSE
 RZ1630  PID         -  RZ1630
 RZ1630  STATE/COUNTY-  WA/ASOTIN
 RZ1630  USGS QUAD   -  WEISSENFELS RIDGE (1971)
 RZ1630
 RZ1630                         *CURRENT SURVEY CONTROL
 RZ1630  ___________________________________________________________________
 RZ1630* NAD 83(1991)-  46 10 37.42619(N)    117 01 41.60344(W)     ADJUSTED  
 RZ1630* NAVD 88     -       945.4    (meters)    3102.     (feet)  VERTCON   
 RZ1630  ___________________________________________________________________
 RZ1630  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 RZ1630  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 RZ1630
 RZ1630  HORZ ORDER  -  SECOND
 RZ1630
 RZ1630.The horizontal coordinates were established by classical geodetic methods
 RZ1630.and adjusted by the National Geodetic Survey in December 1991..
 RZ1630
 RZ1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1630
 RZ1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1630
 RZ1630.The geoid height was determined by GEOID03.
 RZ1630
 RZ1630;                    North         East     Units Scale Factor Converg.
 RZ1630;SPC WA S     -    99,678.592   767,973.475   MT  0.99993981   +2 31 18.8
 RZ1630;SPC WA S     -   327,028.85  2,519,592.98   sFT  0.99993981   +2 31 18.8
 RZ1630;SPC ID W     -   501,914.385   701,307.830   MT  1.00005303   -0 55 20.2
 RZ1630;UTM  11      - 5,113,721.080   497,821.595   MT  0.99960006   -0 01 13.3
 RZ1630
 RZ1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1630!SPC WA S     -   0.99985456  x   0.99993981  =   0.99979438
 RZ1630!SPC ID W     -   0.99985456  x   1.00005303  =   0.99990759
 RZ1630!UTM  11      -   0.99985456  x   0.99960006  =   0.99945468
 RZ1630
 RZ1630:                Primary Azimuth Mark                     Grid Az
 RZ1630:SPC WA S     -  COUSE AZ MK                              013 47 32.0
 RZ1630:SPC ID W     -  COUSE AZ MK                              017 14 11.0
 RZ1630:UTM  11      -  COUSE AZ MK                              016 20 04.1
 RZ1630
 RZ1630|---------------------------------------------------------------------|
 RZ1630| PID    Reference Object                     Distance      Geod. Az  |
 RZ1630|                                                           dddmmss.s |
 RZ1630| CF4724 COUSE AZ MK                                        0161850.8 |
 RZ1630| CF4726 COUSE RM 2                           16.432 METERS 12335     |
 RZ1630| CF4725 COUSE RM 1                            6.472 METERS 35854     |
 RZ1630|---------------------------------------------------------------------|
 RZ1630
 RZ1630                          SUPERSEDED SURVEY CONTROL
 RZ1630
 RZ1630  NAD 83(1991)-  46 10 37.42620(N)    117 01 41.60345(W) AD(       ) 2
 RZ1630  NAD 83(1986)-  46 10 37.43099(N)    117 01 41.60278(W) AD(       ) 2
 RZ1630  NAD 27      -  46 10 37.87260(N)    117 01 38.04968(W) AD(       ) 2
 RZ1630  NGVD 29 (07/19/86)  944.3    (m)         3098.     (f) VERT ANG       
 RZ1630
 RZ1630.Superseded values are not recommended for survey control.
 RZ1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1630.See file dsdata.txt to determine how the superseded data were derived.
 RZ1630
 RZ1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM9782213721(NAD 83)
 RZ1630_MARKER: DS = TRIANGULATION STATION DISK
 RZ1630_SETTING: 0 = UNSPECIFIED SETTING
 RZ1630
 RZ1630  HISTORY     - Date     Condition        Report By
 RZ1630  HISTORY     - 1945     MONUMENTED       CGS
 RZ1630
 RZ1630                          STATION DESCRIPTION
 RZ1630
 RZ1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ1630'STATION IS LOCATED ABOUT 4.5 MILES E AND 3 MILES N OF ANATONE ON
 RZ1630'THE CREST OF A HIGH RIDGE BETWEEN TEN MILE CREEK AND COUSE
 RZ1630'CREEK.  THE STATION IS 5 FEET E OF A FENCE, 18 FEET W OF THE
 RZ1630'CENTER LINE OF A GRADED ROAD, 25 FEET N OF A GATE IN A WIRE
 RZ1630'FENCE, AND 50 FEET W OF A GATE IN A WIRE FENCE.
 RZ1630'
 RZ1630'STATION MARK IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH
 RZ1630'IRON PIPE THAT PROJECTS 2 INCHES.  THE MARK IS STAMPED COUSE
 RZ1630'1945.
 RZ1630'
 RZ1630'AN UNDERGROUND STATION MARK WAS SET IN CONCRETE BELOW THE STATION
 RZ1630'MARK AND IS 3 FEET BELOW THE SURFACE OF THE GROUND.  THE MARK IS A
 RZ1630'BRONZE AZIMUTH-MARK DISK AND IS STAMPED COUSE STATION 1945.
 RZ1630'
 RZ1630'REFERENCE MARK 1 IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH
 RZ1630'IRON PIPE THAT PROJECTS 2 INCHES.  THE MARK IS SET IN LINE WITH
 RZ1630'A FENCE AND IS 23 FEET W OF THE CENTER LINE OF A GRADED ROAD.  IT
 RZ1630'IS LEVEL WITH THE STATION AND IS STAMPED COUSE NO 1 1945.
 RZ1630'
 RZ1630'REFERENCE MARK 2 IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH
 RZ1630'IRON PIPE THAT PROJECTS 2 INCHES.  THE MARK IS SET IN LINE WITH
 RZ1630'A WIRE FENCE, 7 FEET S OF A WOODEN GATEPOST, AND 28 FEET E OF
 RZ1630'THE CENTER LINE OF A GRADED ROAD.  THE MARK IS LEVEL WITH THE
 RZ1630'STATION AND IS STAMPED COUSE NO 2 1945.
 RZ1630'
 RZ1630'THE AZIMUTH MARK IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH
 RZ1630'IRON PIPE THAT PROJECTS ABOUT 2 INCHES.  IT IS 6 INCHES W OF A
 RZ1630'WIRE FENCE AND 30 FEET E OF THE CENTER LINE OF A GRADED ROAD.  THE
 RZ1630'MARK IS STAMPED COUSE 1945.
 RZ1630'
 RZ1630'TO REACH THE STATION FROM THE POST OFFICE IN ASOTIN, GO E ON
 RZ1630'SECOND STREET FOR 0.7 MILE TO A ROAD RIGHT (S).  TURN RIGHT AND
 RZ1630'GO 0.2 MILE TO A ROAD LEFT (E).  TURN LEFT AND GO 0.25 MILE TO
 RZ1630'A ROAD RIGHT (S) ALONG THE W BANK OF THE SNAKE RIVER.  TURN RIGHT
 RZ1630'AND FOLLOW THE ROAD S ALONG THE SNAKE RIVER FOR 4.2 MILES TO A
 RZ1630'FORK.  TURN RIGHT (W) AND FOLLOW THE TRACK ROAD UP TEN MILE
 RZ1630'CREEK FOR 4.75 MILES TO THE SUMMIT OF TEN MILE GRADE.  CONTINUE
 RZ1630'ON THE MAIN TRAVELED ROAD S FOR 5.05 MILES TO THE AZIMUTH MARK
 RZ1630'ON THE LEFT (E) ALONG FENCE LINE.  FROM THIS POINT CONTINUE
 RZ1630'ALONG THE MAIN TRAVELED ROAD S FOR 0.3 MILE TO THE STATION
 RZ1630'NEAR GATE IN WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1021 ***********************************************************************
 TP1021  DESIGNATION -  COVADA
 TP1021  PID         -  TP1021
 TP1021  STATE/COUNTY-  WA/FERRY
 TP1021  USGS QUAD   -  CEDONIA (1994)
 TP1021
 TP1021                         *CURRENT SURVEY CONTROL
 TP1021  ___________________________________________________________________
 TP1021* NAD 83(1991)-  48 12 15.32064(N)    118 12 57.19046(W)     ADJUSTED  
 TP1021* NAVD 88     -       686.61   (+/-2cm)    2252.7    (feet)  VERTCON   
 TP1021  ___________________________________________________________________
 TP1021  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 TP1021  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TP1021
 TP1021  HORZ ORDER  -  SECOND
 TP1021  VERT ORDER  -  THIRD ? (See Below)
 TP1021
 TP1021.The horizontal coordinates were established by classical geodetic methods
 TP1021.and adjusted by the National Geodetic Survey in December 1991..
 TP1021
 TP1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1021.The vertical order pertains to the NGVD 29 superseded value.
 TP1021
 TP1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1021
 TP1021.The geoid height was determined by GEOID03.
 TP1021
 TP1021;                    North         East     Units Scale Factor Converg.
 TP1021;SPC WA N     -   137,200.449   694,507.116   MT  0.99994339   +1 56 55.5
 TP1021;SPC WA N     -   450,131.81  2,278,562.10   sFT  0.99994339   +1 56 55.5
 TP1021;UTM  11      - 5,339,717.492   409,659.706   MT  0.99970028   -0 54 23.5
 TP1021
 TP1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1021!SPC WA N     -   0.99989527  x   0.99994339  =   0.99983867
 TP1021!UTM  11      -   0.99989527  x   0.99970028  =   0.99959558
 TP1021
 TP1021:                Primary Azimuth Mark                     Grid Az
 TP1021:SPC WA N     -  TURTLE 1936                              040 19 03.0
 TP1021:UTM  11      -  TURTLE 1936                              043 10 22.0
 TP1021
 TP1021|---------------------------------------------------------------------|
 TP1021| PID    Reference Object                     Distance      Geod. Az  |
 TP1021|                                                           dddmmss.s |
 TP1021| TP1033 TURTLE 1936                         APPROX. 3.0 KM 0421558.5 |
 TP1021| TP1027 FOBES IS                            APPROX. 2.7 KM 0984557.2 |
 TP1021| TP1024 CEDONIA CHURCH SPIRE                APPROX. 6.5 KM 1482433.4 |
 TP1021| CF1282 COVADA RM 1                          13.497 METERS 34118     |
 TP1021|---------------------------------------------------------------------|
 TP1021
 TP1021                          SUPERSEDED SURVEY CONTROL
 TP1021
 TP1021  NAD 83(1986)-  48 12 15.33080(N)    118 12 57.18596(W) AD(       ) 2
 TP1021  NAD 27      -  48 12 15.73200(N)    118 12 53.22200(W) AD(       ) 2
 TP1021  NGVD 29 (07/19/86)  685.40   (m)         2248.7    (f) LEVELING    3  
 TP1021
 TP1021.Superseded values are not recommended for survey control.
 TP1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1021.See file dsdata.txt to determine how the superseded data were derived.
 TP1021
 TP1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP0966039717(NAD 83)
 TP1021_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1021_SETTING: 66 = SET IN ROCK OUTCROP
 TP1021_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP1021
 TP1021  HISTORY     - Date     Condition        Report By
 TP1021  HISTORY     - 1936     MONUMENTED       BOR
 TP1021
 TP1021                          STATION DESCRIPTION
 TP1021
 TP1021'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP1021'STATION IS LOCATED IN NW 1/4 SEC. 12, T. 31 N., R. 36 E., ON E
 TP1021'EDGE OF GRASSY RIDGE WHICH PROJECTS FROM A MUCH HIGHER HILL TO THE
 TP1021'W.  IT IS ABOUT 40 FEET S OF HIGHEST OUTCROP AT END OF RIDGE.  A
 TP1021'LOWER TIMBER-COVERED KNOB IS ABOUT 1/4 MILE E AND ABOUT 200 FEET
 TP1021'LOWER.
 TP1021'
 TP1021'TO REACH STATION, START AT HUNTERS FERRY (NEAR HUNTERS) AT
 TP1021'0.0 MILES.  CROSS RIVER GOING N AND AT 0.2 MILE TAKE RIGHT
 TP1021'FORK.  3.2 STRAIGHT AHEAD ON ROAD TO INCHELIUM.  5.0 TURN LEFT
 TP1021'THROUGH GATE.  5.2 LEAVE CAR AT FOOT OF HILL AND PROCEED ON FOOT
 TP1021'TO STATION.
 TP1021'
 TP1021'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND
 TP1021'21A, RESPECTIVELY.
 TP1021'
 TP1021'HEIGHT OF STAND ABOVE STATION MARK 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0498 ***********************************************************************
 SD0498  DESIGNATION -  COVE
 SD0498  PID         -  SD0498
 SD0498  STATE/COUNTY-  WA/PACIFIC
 SD0498  USGS QUAD   -  NORTH COVE (1995)
 SD0498
 SD0498                         *CURRENT SURVEY CONTROL
 SD0498  ___________________________________________________________________
 SD0498* NAD 83(1991)-  46 42 59.13091(N)    124 03 15.32550(W)     ADJUSTED  
 SD0498* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SD0498  ___________________________________________________________________
 SD0498  LAPLACE CORR-          15.04  (seconds)                    DEFLEC99
 SD0498  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 SD0498
 SD0498  HORZ ORDER  -  THIRD
 SD0498
 SD0498.The horizontal coordinates were established by classical geodetic methods
 SD0498.and adjusted by the National Geodetic Survey in December 1991..
 SD0498
 SD0498.The orthometric height was scaled from a topographic map.
 SD0498
 SD0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0498
 SD0498.The geoid height was determined by GEOID03.
 SD0498
 SD0498;                    North         East     Units Scale Factor Converg.
 SD0498;SPC WA S     -   159,852.104   228,364.963   MT  0.99991722   -2 34 54.5
 SD0498;SPC WA S     -   524,448.11    749,227.38   sFT  0.99991722   -2 34 54.5
 SD0498;UTM  10      - 5,174,191.923   419,426.686   MT  0.99967979   -0 46 03.0
 SD0498
 SD0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0498!SPC WA S     -   1.00000363  x   0.99991722  =   0.99992085
 SD0498!UTM  10      -   1.00000363  x   0.99967979  =   0.99968342
 SD0498
 SD0498:                Primary Azimuth Mark                     Grid Az
 SD0498:SPC WA S     -  WILLAPA BAY LIGHTHOUSE                   279 20 27.2
 SD0498:UTM  10      -  WILLAPA BAY LIGHTHOUSE                   277 31 35.7
 SD0498
 SD0498|---------------------------------------------------------------------|
 SD0498| PID    Reference Object                     Distance      Geod. Az  |
 SD0498|                                                           dddmmss.s |
 SD0498| SD0497 WILLAPA BAY LIGHTHOUSE              APPROX. 1.4 KM 2764532.7 |
 SD0498| DD9564 COVE RM 1                            79.950 METERS 30854     |
 SD0498| DD9565 COVE RM 2                            29.160 METERS 34926     |
 SD0498|---------------------------------------------------------------------|
 SD0498
 SD0498                          SUPERSEDED SURVEY CONTROL
 SD0498
 SD0498  NAD 83(1991)-  46 42 59.12893(N)    124 03 15.32339(W) AD(       ) 3
 SD0498  NAD 83(1986)-  46 42 59.12731(N)    124 03 15.31121(W) AD(       ) 3
 SD0498  NAD 27      -  46 42 59.78391(N)    124 03 10.70516(W) AD(       ) 3
 SD0498
 SD0498.Superseded values are not recommended for survey control.
 SD0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0498.See file dsdata.txt to determine how the superseded data were derived.
 SD0498
 SD0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1942774192(NAD 83)
 SD0498
 SD0498  HISTORY     - Date     Condition        Report By
 SD0498  HISTORY     - 1911     MONUMENTED       CGS
 SD0498  HISTORY     - 1922     SEE DESCRIPTION  CGS
 SD0498  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SD0498
 SD0498                          STATION DESCRIPTION
 SD0498
 SD0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (RBD)
 SD0498'THIS STATION IS ON THE N END OF NORTH COVE, ABOUT 50 METERS FROM
 SD0498'EXTREME HIGH-WATER MARK.  IT IS IN LINE BETWEEN EASTERN EXTREMITY OF
 SD0498'LONG SAND RIDGE AND CAPE SHOALWATER LIGHTHOUSE.  THE GROUND HERE IS
 SD0498'COVERED WITH DRIFT DEBRIS AND THE SAND HAS WASHED BY THE WINTER
 SD0498'TIDES.
 SD0498'
 SD0498'THE STATION IS MARKED BY A DARK GLASS PINT BEER BOTTLE, BURIED 3
 SD0498'FEET BELOW SURFACE OF SAND, AND IS SET IN CEMENT WITH NECK UP.  THREE
 SD0498'INCHES ABOVE THIS IS A 1-INCH GALVENIZED-IRON PIPE TWO FEET LONG
 SD0498'WITH TOP PROJECTING 2 INCHES ABOVE SAND SURFACE.  A SMALL BARREL WAS
 SD0498'SET AROUND THE PIPE AND FILLED WITH CEMENT FLUSH WITH THE SURFACE.
 SD0498'
 SD0498'REFERENCE MARK NO.1 IS A TRIANGLE CUT IN THE STUMP OF AN OLD
 SD0498'TELEGRAPH POLE ABOUT 2-1/2 FEET HIGH.  THE TRIANGLE IS 3 INCHES ON
 SD0498'A SIDE AND ONE FOOT ABOVE THE GROUND AND HAS A LARGE WIRE SPIKE IN
 SD0498'ITS CENTER.  IT IS 32 DEG 08 MIN 05 SEC IN AZIMUTH FROM CAPE
 SD0498'SHOALWATER LIGHTHOUSE AND IS 79.95 METERS FROM CENTER OF STATION.
 SD0498'
 SD0498'REFERENCE MARK NO.2 IS A DUPLICATE TRIANGLE OUT IN ONE OF THE
 SD0498'TELEPHONE POLES OF THE LINE FROM THE LIFE SAVING STATION TO THE
 SD0498'WATCH TOWER AT THE LIGHTHOUSE.  IT IS ONE FOOT ABOVE THE GROUND
 SD0498'AND HAS A LARGE WIRE SPIKE IN ITS CENTER.  IT IS 72 DEG 40 MIN 05
 SD0498'SEC IN AZIMUTH FROM THE LIGHTHOUSE AND 29.16 METERS DISTANT FROM
 SD0498'CENTER OF THE STATION.
 SD0498
 SD0498                          STATION RECOVERY (1922)
 SD0498
 SD0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SD0498'RECOVERED AS DESCRIBED.  HYDROGRAPHIC SIGNAL BUILT OVER STATION IN
 SD0498'1922.
 SD0498
 SD0498                          STATION RECOVERY (1939)
 SD0498
 SD0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SD0498'SEARCHED FOR BUT COULD NOT BE FOUND.  THE TELEPHONE POLE USED AS
 SD0498'REFERENCE MARKS ARE GONE AND THE ONLY STUB IN VICINITY THAT
 SD0498'APPEARED TO HAVE ORIGINALLY BEEN A TELEPHONE POLE WAS TOO FAR AWAY TO
 SD0498'BE ONE OF THE REFERENCE MARKS.  A POLE WAS PLACED IN THE
 SD0498'APPROXIMATE POSITION OF THE STATION FROM THE TOPOGRAPHIC TRAVERSE
 SD0498'AND THE GROUND AROUND THE POLE SPADED TO A DEPTH OF 18 INCHES FOR A
 SD0498'RADIUS OF THREE METERS BUT NO MARK COULD BE FOUND.  ESTABLISHMENT
 SD0498'OF A NEW STATION IN VICINITY IS BELIEVED ONLY WAY THIS STATION CAN BE
 SD0498'FOUND, AS ORIGINAL SUBSURFACE MARK IS BELIEVED BURIED AT LEAST A
 SD0498'FOOT DEEPER THAN ORIGINALLY STATED, DUE TO DRIFTING OF SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2321 ***********************************************************************
 SC2321  DESIGNATION -  COVE
 SC2321  PID         -  SC2321
 SC2321  STATE/COUNTY-  WA/PACIFIC
 SC2321  USGS QUAD   -  LONG ISLAND (1984)
 SC2321
 SC2321                         *CURRENT SURVEY CONTROL
 SC2321  ___________________________________________________________________
 SC2321* NAD 83(1991)-  46 27 32.73169(N)    123 55 09.98183(W)     ADJUSTED  
 SC2321* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC2321  ___________________________________________________________________
 SC2321  LAPLACE CORR-          17.23  (seconds)                    DEFLEC99
 SC2321  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 SC2321
 SC2321  HORZ ORDER  -  THIRD
 SC2321
 SC2321.The horizontal coordinates were established by classical geodetic methods
 SC2321.and adjusted by the National Geodetic Survey in December 1991..
 SC2321
 SC2321.The orthometric height was scaled from a topographic map.
 SC2321
 SC2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2321
 SC2321.The geoid height was determined by GEOID03.
 SC2321
 SC2321;                    North         East     Units Scale Factor Converg.
 SC2321;SPC WA S     -   130,820.044   237,422.239   MT  0.99991701   -2 29 01.9
 SC2321;SPC WA S     -   429,198.76    778,942.80   sFT  0.99991701   -2 29 01.9
 SC2321;UTM  10      - 5,145,468.492   429,396.936   MT  0.99966127   -0 39 59.4
 SC2321
 SC2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2321!SPC WA S     -   1.00000337  x   0.99991701  =   0.99992038
 SC2321!UTM  10      -   1.00000337  x   0.99966127  =   0.99966464
 SC2321
 SC2321|---------------------------------------------------------------------|
 SC2321| PID    Reference Object                     Distance      Geod. Az  |
 SC2321|                                                           dddmmss.s |
 SC2321| CE3039 COVE RM 2                             7.020 METERS 09759     |
 SC2321| SC2328 BRID                                APPROX. 3.5 KM 1632812.7 |
 SC2321| CE3038 COVE RM 1                            18.110 METERS 31256     |
 SC2321|---------------------------------------------------------------------|
 SC2321
 SC2321                          SUPERSEDED SURVEY CONTROL
 SC2321
 SC2321  NAD 83(1991)-  46 27 32.73119(N)    123 55 09.98163(W) AD(       ) 3
 SC2321  NAD 83(1986)-  46 27 32.73383(N)    123 55 09.96245(W) AD(       ) 3
 SC2321  NAD 27      -  46 27 33.37088(N)    123 55 05.39059(W) AD(       ) 3
 SC2321
 SC2321.Superseded values are not recommended for survey control.
 SC2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2321.See file dsdata.txt to determine how the superseded data were derived.
 SC2321
 SC2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2939745468(NAD 83)
 SC2321_MARKER: Z = SEE DESCRIPTION
 SC2321_SETTING: 0 = UNSPECIFIED SETTING
 SC2321
 SC2321  HISTORY     - Date     Condition        Report By
 SC2321  HISTORY     - 1939     MONUMENTED       CGS
 SC2321
 SC2321                          STATION DESCRIPTION
 SC2321
 SC2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2321'STATION IS LOCATED ON E SHORE OF WILLAPA BAY, 2 MILES N OF NASELLE
 SC2321'BRIDGE, 3/4 MILE E OF NORTHERN TIP OF PROMINENT PENINSULA, ON A
 SC2321'DEFINITE ROUNDED POINT WITH OVERHANGING TREES, 1/4 MILE SE OF A
 SC2321'POINT WITH 2-STORY HOUSE, AND 200 METERS E OF 4-PILE DOLPHIN.
 SC2321'
 SC2321'STATION MARK IS STANDARD DISK WEDGED IN A DRILL HOLE IN A ROUGH
 SC2321'BOULDER 2- BY 3-FOOT FIRMLY EMBEDDED IN THE BEACH, 1 FOOT BELOW HIGH
 SC2321'WATER AND 10 METERS FROM TREE LINE.  REFERENCE MARKS NOS.1 AND 2
 SC2321'ARE 3-INCH BRONZE BOLTS CEMENTED IN HOLES IN BOULDERS.
 SC2321'
 SC2321'STATION CAN BE REACHED BY BOAT AT HALF-TIDE OR AT ANY TIDE BY LANDING
 SC2321'AT SUNSHINE AND WALKING 1 MILE E ALONG BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2870 ***********************************************************************
 SY2870  DESIGNATION -  COVE
 SY2870  PID         -  SY2870
 SY2870  STATE/COUNTY-  WA/KING
 SY2870  USGS QUAD   -  OLALLA (1994)
 SY2870
 SY2870                         *CURRENT SURVEY CONTROL
 SY2870  ___________________________________________________________________
 SY2870* NAD 83(1991)-  47 27 15.47260(N)    122 30 42.17931(W)     ADJUSTED  
 SY2870* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SY2870  ___________________________________________________________________
 SY2870  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 SY2870  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 SY2870
 SY2870  HORZ ORDER  -  SECOND
 SY2870
 SY2870.The horizontal coordinates were established by classical geodetic methods
 SY2870.and adjusted by the National Geodetic Survey in December 1991..
 SY2870
 SY2870.The orthometric height was scaled from a topographic map.
 SY2870
 SY2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2870
 SY2870.The geoid height was determined by GEOID03.
 SY2870
 SY2870;                    North         East     Units Scale Factor Converg.
 SY2870;SPC WA N     -    51,890.077   373,443.842   MT  1.00000884   -1 14 58.5
 SY2870;SPC WA N     -   170,242.69  1,225,207.00   sFT  1.00000884   -1 14 58.5
 SY2870;SPC WA S     -   237,693.350   348,310.524   MT  1.00002994   -1 27 40.7
 SY2870;SPC WA S     -   779,832.27  1,142,748.78   sFT  1.00002994   -1 27 40.7
 SY2870;UTM  10      - 5,255,766.151   536,806.171   MT  0.99961665   +0 21 35.1
 SY2870
 SY2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2870!SPC WA N     -   1.00000197  x   1.00000884  =   1.00001081
 SY2870!SPC WA S     -   1.00000197  x   1.00002994  =   1.00003191
 SY2870!UTM  10      -   1.00000197  x   0.99961665  =   0.99961862
 SY2870
 SY2870|---------------------------------------------------------------------|
 SY2870| PID    Reference Object                     Distance      Geod. Az  |
 SY2870|                                                           dddmmss.s |
 SY2870| CE3479 COVE RM 1                                          17125     |
 SY2870| SY2882 COMMAND POINT 2                     APPROX. 1.5 KM 2761807.4 |
 SY2870| SY2873 FREGARIA HOUSE EAST GABLE           APPROX. 1.9 KM 3044526.0 |
 SY2870| SY2878 SCHOENFIELD BRICK CHIMNEY           APPROX. 3.1 KM 3490924.1 |
 SY2870|---------------------------------------------------------------------|
 SY2870
 SY2870                          SUPERSEDED SURVEY CONTROL
 SY2870
 SY2870  NAD 83(1986)-  47 27 15.46415(N)    122 30 42.18897(W) AD(       ) 2
 SY2870  NAD 27      -  47 27 16.11400(N)    122 30 37.71900(W) AD(       ) 2
 SY2870
 SY2870.Superseded values are not recommended for survey control.
 SY2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2870.See file dsdata.txt to determine how the superseded data were derived.
 SY2870
 SY2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3680655766(NAD 83)
 SY2870_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2870
 SY2870  HISTORY     - Date     Condition        Report By
 SY2870  HISTORY     - 1934     MONUMENTED       CGS
 SY2870  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY2870  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY2870  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY2870
 SY2870                          STATION DESCRIPTION
 SY2870
 SY2870'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY2870'STATION IS LOCATED IN PUGET SOUND ON THE E SHORE OF COLVOS PASSAGE ON
 SY2870'VASHON ISLAND AT COVE.  THE STATION IS ABOVE THE HIGH-WATER LINE
 SY2870'ON THE LOW GROUND OF THE MOST WESTERLY POINT, AND IS 4 PACES FROM
 SY2870'THE TOE OF THE SLOPE AND 27 METERS W FROM THE ROAD.  THE STATION IS
 SY2870'3.35 METERS E OF THE CONCRETE BULKHEAD AT THE SHORE LINE, 9.4
 SY2870'METERS S OF THE CONCRETE STEPS IN THE BULKHEAD LEADING TO THE BEACH
 SY2870'FROM BEHIND THE STORE, AND 12.8 METERS SW FROM THE SW CORNER OF THE
 SY2870'STORE.
 SY2870'
 SY2870'STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 SY2870'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11B.
 SY2870'
 SY2870'REFERENCE MARK NO. 1 IS IN A CONCRETE CYLINDER 24 INCHES IN
 SY2870'DIAMETER AND 4.96 METERS E OF THE CONCRETE BULKHEAD.
 SY2870'
 SY2870'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE CORNER OF THE
 SY2870'CONCRETE BULKHEAD ON THE N SIDE OF THE STEPS TO THE BEACH.
 SY2870
 SY2870                          STATION RECOVERY (1952)
 SY2870
 SY2870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY2870'STATION FOUND ON BEACH WASHED OUT BY EROSION.  CONCRETE MONUMENT
 SY2870'WITH TABLET LYING LOOSE ON BEACH.
 SY2870'
 SY2870'REFERENCE MARKS 1 AND 2 FOUND OKAY.
 SY2870
 SY2870                          STATION RECOVERY (1960)
 SY2870
 SY2870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CB)
 SY2870'STATION LOST.  FOUND RM 2 1 DEG BELOW SURFACE GROUND ON BURIED
 SY2870'BULKHEAD AND PLACED HUB DIRECTLY OVER IT.  RM 1 IS ALSO LOST.
 SY2870
 SY2870                          STATION RECOVERY (1961)
 SY2870
 SY2870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CMB)
 SY2870'STATION AND RM 1 DESTROYED.  RM 2 RECOVERED IN GOOD CONDITION.
 SY2870'EXISTING LAND MARKS HAVE BEEN ALTERED CONSIDERABLY.  THE SOUTH
 SY2870'PORTION OF THE BULKHEAD MENTIONED IN THE DESCRIPTION HAS BEEN
 SY2870'EXTENDED TO THE NORTH AND THAT PORTION OF THE BULKHEAD WHICH HOLDS
 SY2870'RM 2 HAS BEEN BACKILLED AND BURIES THE RM ABOUT ONE FOOT.  THE RM NOW
 SY2870'LIES IN THE CENTER OF A PARKING LOT WEST OF THE COVE MOTEL ABOUT 17.5
 SY2870'FEET FROM THE BASE OF THE PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3001 ***********************************************************************
 SY3001  DESIGNATION -  COVE
 SY3001  PID         -  SY3001
 SY3001  STATE/COUNTY-  WA/PIERCE
 SY3001  USGS QUAD   -  FOX ISLAND (1994)
 SY3001
 SY3001                         *CURRENT SURVEY CONTROL
 SY3001  ___________________________________________________________________
 SY3001* NAD 83(1991)-  47 16 21.09502(N)    122 44 51.70678(W)     ADJUSTED  
 SY3001* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3001  ___________________________________________________________________
 SY3001  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 SY3001  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 SY3001
 SY3001  HORZ ORDER  -  SECOND
 SY3001
 SY3001.The horizontal coordinates were established by classical geodetic methods
 SY3001.and adjusted by the National Geodetic Survey in December 1991..
 SY3001
 SY3001.The orthometric height was scaled from a topographic map.
 SY3001
 SY3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3001
 SY3001.The geoid height was determined by GEOID03.
 SY3001
 SY3001;                    North         East     Units Scale Factor Converg.
 SY3001;SPC WA S     -   217,972.848   329,945.689   MT  0.99998665   -1 37 57.8
 SY3001;SPC WA S     -   715,132.59  1,082,496.81   sFT  0.99998665   -1 37 57.8
 SY3001;UTM  10      - 5,235,480.570   519,083.775   MT  0.99960448   +0 11 07.2
 SY3001
 SY3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3001!SPC WA S     -   1.00000242  x   0.99998665  =   0.99998907
 SY3001!UTM  10      -   1.00000242  x   0.99960448  =   0.99960690
 SY3001
 SY3001:                Primary Azimuth Mark                     Grid Az
 SY3001:SPC WA S     -  GREEN                                    078 41 12.2
 SY3001:UTM  10      -  GREEN                                    076 52 07.2
 SY3001
 SY3001|---------------------------------------------------------------------|
 SY3001| PID    Reference Object                     Distance      Geod. Az  |
 SY3001|                                                           dddmmss.s |
 SY3001| SY2989 GREEN                               APPROX. 4.2 KM 0770314.4 |
 SY3001| CE3480 COVE RM                               6.330 METERS 23944     |
 SY3001|---------------------------------------------------------------------|
 SY3001
 SY3001                          SUPERSEDED SURVEY CONTROL
 SY3001
 SY3001  NAD 83(1986)-  47 16 21.08989(N)    122 44 51.71730(W) AD(       ) 2
 SY3001  NAD 27      -  47 16 21.74600(N)    122 44 47.24400(W) AD(       ) 2
 SY3001
 SY3001.Superseded values are not recommended for survey control.
 SY3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3001.See file dsdata.txt to determine how the superseded data were derived.
 SY3001
 SY3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1908435481(NAD 83)
 SY3001_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3001
 SY3001  HISTORY     - Date     Condition        Report By
 SY3001  HISTORY     - 1935     MONUMENTED       CGS
 SY3001  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY3001  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY3001  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3001  HISTORY     - 1977     SEE DESCRIPTION  NGS
 SY3001
 SY3001                          STATION DESCRIPTION
 SY3001
 SY3001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3001'STATION IS LOCATED ON THE W SHORE OF CARR INLET, ON THE PROMINENT
 SY3001'POINT OF LAND BETWEEN MAYO AND VON GELDERN COVES.  STATION IS NEAR
 SY3001'THE EASTERN EDGE OF THE POINT.  STATION MONUMENT IS SET IN THE SAND
 SY3001'AND GRAVEL BEACH, ABOUT 2 FEET BELOW THE HIGH-WATER LEVEL AND
 SY3001'ABOUT 10 METERS FROM WOODED BLUFF WHICH IS ABOUT 35 FEET HIGH, AND
 SY3001'IS SUBJECT TO SLIDES.  THIS SECTION OF BEACH IS STREWN WITH
 SY3001'BOULDERS.
 SY3001'
 SY3001'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3001'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3001'
 SY3001'REFERENCE MARK IS DIRECTLY INSHORE FROM STATION AND CLOSE TO THE
 SY3001'BLUFF.
 SY3001
 SY3001                          STATION RECOVERY (1953)
 SY3001
 SY3001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CMB)
 SY3001'STATION RECOVERED AND OCCUPIED DECEMBER 21, 1953.  AT THIS TIME
 SY3001'REFERENCE MARK WAS BURIED UNDER DEEP SLIDE.  RECOVERED REFERENCE
 SY3001'MARK FEBRUARY 12, 1954.  READ DIRECTION WITH POCKET COMPASS.
 SY3001
 SY3001                          STATION RECOVERY (1953)
 SY3001
 SY3001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 SY3001'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 SY3001'DESCRIBED BY J.S. IN 1935.  THE DESCRIPTION IS ADEQUATE.  THE
 SY3001'REFERENCE MARK MEASURES 6.29 M. TO THE STATION.
 SY3001
 SY3001                          STATION RECOVERY (1966)
 SY3001
 SY3001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3001'THE STATION MARK WAS RECOVERED, BUT THE TOP SIX INCHES OF THE
 SY3001'CONCRETE POST HAD BEEN BROKEN OFF.  THE REFERENCE MARK WAS
 SY3001'RECOVERED, BUT MOST OF THE CEMENT HAD BEEN BROKEN AWAY AND THE
 SY3001'DISK WAS SITTING ON A VERY SMALL PIECE OF CONCRETE.  THE TOP OF
 SY3001'THE STATION MARK WAS FITTED BACK ONTO THE CONCRETE POST AND THE
 SY3001'POINT PLUMBED.  THE TOP OF THE POST WAS REMOVED AND A HOLE
 SY3001'DRILLED IN THE CONCRETE POST.  THE OLD DISK WAS RESTAMPED COVE
 SY3001'1935 1966 AND CEMENTED IN THE HOLE.  THE TOP OF THE POST WAS
 SY3001'SQUARED UP WITH NEW CONCRETE.  THE POST HOLDING THE REFERENCE
 SY3001'MARK DISK WAS REINFORCED AND SQUARED UP WITH NEW CONCRETE.
 SY3001'
 SY3001'THE STATION MARK NOW PROJECTS ABOUT 2 INCHES.  IT IS 43-1/2 FEET
 SY3001'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A FLIGHT OF 47 WOODEN
 SY3001'STEPS AND 35 FEET EAST OF THE BANK OF THE HIGH WATER LINE.
 SY3001'
 SY3001'THE REFERENCE MARK PROJECTS 6 INCHES.  IT IS 35 FEET SOUTH OF THE
 SY3001'BOTTOM OF THE STRAIGHT FLIGHT OF 47 WOODEN STEPS AND 14 FEET EAST
 SY3001'OF THE BANK.
 SY3001'
 SY3001'TO REACH THE STATION FROM THE LAKEBAY POST OFFICE, WHICH IS ACROSS
 SY3001'THE ROAD FROM THE GROCERY STORE IN HOME, GO SOUTHEAST 0.2 MILE,
 SY3001'CROSSING THE BRIDGE OVER VON GELDERN COVE, TO A SIDE ROAD LEFT,
 SY3001'TURN LEFT AND GO 0.65 MILE TO A Y, KEEP LEFT ON GRAVEL ROAD 0.05
 SY3001'MILE TO A Y, KEEP RIGHT 0.2 MILE TO A Y, KEEP LEFT 0.2 MILE TO A
 SY3001'DRIVEWAY ON THE RIGHT, FOLLOW DRIVEWAY ABOUT 35 YARDS TO THE
 SY3001'MC ADAMS RESIDENCE.  WALK AROUND THE SOUTH SIDE OF THE HOUSE
 SY3001
 SY3001                          STATION RECOVERY (1977)
 SY3001
 SY3001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SY3001'WATER WAS TOO HIGH AT THE TIME THE STATION SITE WAS VISITED TO
 SY3001'MAKE A CLOSE INSPECTION OF MARKS, BUT ONE DISK COULD BE SEEN IN THE
 SY3001'WATER DIRECTLY OFF SHORE FROM THE BOTTOM OF SIX CONCRETE STEPS
 SY3001'BUILT INTO A BULKHEAD MADE OF PILING DRIVEN VERTICALLY.  THIS MARK
 SY3001'IS PROBABLY THE REFERENCE MARK.
 SY3001'
 SY3001'TO REACH FROM FEY CENTER, GO SOUTH ON GIG HARBOR-LONGBRANCH HIGHWAY
 SY3001'FOR 5.4 MILES TO A CROSSROAD WITH HOME GROCERY STORE ON THE LEFT
 SY3001'AND THE LAKEBAY POST OFFICE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 SY3001'0.2 MILE (CROSSING BRIDGE OVER VON GELDERN COVE) TO A BLACKTOP
 SY3001'ROAD LEFT, TURN LEFT AND GO 0.6 MILE TO A Y ABOUT 50 YARDS BEFORE
 SY3001'THE BLACKTOP ROAD TURNS RIGHT, KEEP LEFT ON GRAVEL ROAD 0.05
 SY3001'MILE, TO A REVERSE Y, CONTINUE EASTERLY ALONG THE BAY FOR 0.2
 SY3001'MILE TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 0.1 MILE TO A CURVE
 SY3001'TO THE LEFT, CONTINUE AROUND CURVE TO THE DRIVEWAY ONTO THE
 SY3001'THIRD LOT NORTH OF THE CURVE AND THE SIGN PEDERSENS
 SY3001'VIEWPOINT.  FOLLOW THIS DRIVEWAY EAST ABOUT 60 YARDS TO A
 SY3001'SET OF WOODEN STEPS LEADING TO THE BEACH FROM A 3X4-FOOT
 SY3001'CONCRETE LANDING WITH THE INSCRIPTION IN MEMORY OF STEVE 1972.
 SY3001'DESCEND THESE STEPS TO THE CONCRETE STEPS BUILT INTO THE
 SY3001'BULKHEAD AND THE STATION.
 SY3001'
 SY3001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3001'3/4 MILE EAST OF HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2089 ***********************************************************************
 TR2089  DESIGNATION -  COVE RESET
 TR2089  PID         -  TR2089
 TR2089  STATE/COUNTY-  WA/SAN JUAN
 TR2089  USGS QUAD   -  SHAW ISLAND (1994)
 TR2089
 TR2089                         *CURRENT SURVEY CONTROL
 TR2089  ___________________________________________________________________
 TR2089* NAD 83(1991)-  48 33 28.92712(N)    122 56 15.83414(W)     ADJUSTED  
 TR2089* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2089  ___________________________________________________________________
 TR2089  LAPLACE CORR-          -6.32  (seconds)                    DEFLEC99
 TR2089  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TR2089
 TR2089  HORZ ORDER  -  SECOND
 TR2089
 TR2089.The horizontal coordinates were established by classical geodetic methods
 TR2089.and adjusted by the National Geodetic Survey in December 1991..
 TR2089
 TR2089.The orthometric height was scaled from a topographic map.
 TR2089
 TR2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2089
 TR2089.The geoid height was determined by GEOID03.
 TR2089
 TR2089;                    North         East     Units Scale Factor Converg.
 TR2089;SPC WA N     -   175,353.755   344,683.343   MT  0.99997175   -1 34 00.4
 TR2089;SPC WA N     -   575,306.44  1,130,848.60   sFT  0.99997175   -1 34 00.4
 TR2089;UTM  10      - 5,378,328.428   504,594.621   MT  0.99960026   +0 02 48.0
 TR2089
 TR2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2089!SPC WA N     -   1.00000303  x   0.99997175  =   0.99997478
 TR2089!UTM  10      -   1.00000303  x   0.99960026  =   0.99960329
 TR2089
 TR2089:                Primary Azimuth Mark                     Grid Az
 TR2089:SPC WA N     -  WATER                                    071 46 10.9
 TR2089:UTM  10      -  WATER                                    070 09 22.5
 TR2089
 TR2089|---------------------------------------------------------------------|
 TR2089| PID    Reference Object                     Distance      Geod. Az  |
 TR2089|                                                           dddmmss.s |
 TR2089| TR2066 WATER                               APPROX. 3.7 KM 0701210.5 |
 TR2089| CF7714 COVE RM 1                            11.720 METERS 25923     |
 TR2089| CF7715 COVE RM 2                             4.884 METERS 33736     |
 TR2089|---------------------------------------------------------------------|
 TR2089
 TR2089                          SUPERSEDED SURVEY CONTROL
 TR2089
 TR2089  NAD 83(1986)-  48 33 28.92900(N)    122 56 15.83676(W) AD(       ) 2
 TR2089  NAD 27      -  48 33 29.56800(N)    122 56 11.20400(W) AD(       ) 2
 TR2089
 TR2089.Superseded values are not recommended for survey control.
 TR2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2089.See file dsdata.txt to determine how the superseded data were derived.
 TR2089
 TR2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0459578328(NAD 83)
 TR2089_MARKER: H = DRILL HOLE
 TR2089_SETTING: 66 = SET IN ROCK OUTCROP
 TR2089
 TR2089  HISTORY     - Date     Condition        Report By
 TR2089  HISTORY     - 1889     MONUMENTED       CGS
 TR2089  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2089  HISTORY     - 1973     GOOD             USGS
 TR2089
 TR2089                          STATION DESCRIPTION
 TR2089
 TR2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (JJG)
 TR2089'STATION IS ON E SIDE OF SHAW ISLAND, ABOUT ABREAST OF FLAT POINT AND
 TR2089'CANOE ISLAND.  IT IS AT THE POINT FORMING THE N SIDE OF ENTRANCE TO
 TR2089'INDIA COVE, ON A REEF OR ROCK SKIRTING THE POINT, HIGH TIDES
 TR2089'SEPARATING IT FROM THE SHORE OF THE ISLAND.
 TR2089'
 TR2089'STATION IS 3 FEET ABOVE ORDINARY TIDES AND 3 PACES BACK FROM THEM.
 TR2089'IT IS 10 PACES OUTSIDE OF SHORE LINE OF ISLAND.
 TR2089'
 TR2089'WHEN IN THE VICINITY THE LOCATION IS OBVIOUS, AND IS FURTHER MARKED
 TR2089'BY THE PILES OF STONES ABOUT FOOT OF POLE AND BRACES.
 TR2089'
 TR2089'STATION IS MARKED BY A 1/2-INCH HOLE, 2 INCHES DEEP IN SOLID ROCK.
 TR2089
 TR2089                          STATION RECOVERY (1940)
 TR2089
 TR2089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2089'THE FIRST POINT SW OF INDIAN COVE.  STATION IS ON A DETACHED ROCK
 TR2089'OUTCROP, 2 FEET ABOVE HIGH WATER AND IS MARKED WITH A STANDARD DISK
 TR2089'CEMENTED IN THE OLD DRILL HOLE, STAMPED COVE, 1889-1940.  THE
 TR2089'REFERENCE MARKS WERE STAMPED SIMILARLY.
 TR2089
 TR2089                          STATION RECOVERY (1973)
 TR2089
 TR2089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2089'STATION FOUND AS DESCRIBED, NEW ELEV ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1596 ***********************************************************************
 TR1596  DESIGNATION -  COVELAND PEA CANNERY GABLE
 TR1596  PID         -  TR1596
 TR1596  STATE/COUNTY-  WA/ISLAND
 TR1596  USGS QUAD   -  COUPEVILLE (1973)
 TR1596
 TR1596                         *CURRENT SURVEY CONTROL
 TR1596  ___________________________________________________________________
 TR1596* NAD 83(1991)-  48 13 57.10881(N)    122 43 45.88886(W)     ADJUSTED  
 TR1596* NAVD 88     -                                                        
 TR1596  ___________________________________________________________________
 TR1596  LAPLACE CORR-          -8.63  (seconds)                    DEFLEC99
 TR1596  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 TR1596
 TR1596  HORZ ORDER  -  THIRD
 TR1596
 TR1596.The horizontal coordinates were established by classical geodetic methods
 TR1596.and adjusted by the National Geodetic Survey in December 1991..
 TR1596
 TR1596
 TR1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1596
 TR1596.The geoid height was determined by GEOID03.
 TR1596
 TR1596;                    North         East     Units Scale Factor Converg.
 TR1596;SPC WA N     -   138,771.212   359,163.467   MT  0.99994425   -1 24 42.0
 TR1596;SPC WA N     -   455,285.22  1,178,355.47   sFT  0.99994425   -1 24 42.0
 TR1596;UTM  10      - 5,342,180.908   520,093.651   MT  0.99960496   +0 12 06.5
 TR1596
 TR1596                          SUPERSEDED SURVEY CONTROL
 TR1596
 TR1596  NAD 83(1986)-  48 13 57.11062(N)    122 43 45.89437(W) AD(       ) 4
 TR1596  NAD 27      -  48 13 57.76600(N)    122 43 41.26400(W) AD(       ) 3
 TR1596
 TR1596.Superseded values are not recommended for survey control.
 TR1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1596.See file dsdata.txt to determine how the superseded data were derived.
 TR1596
 TR1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2009442181(NAD 83)
 TR1596
 TR1596  HISTORY     - Date     Condition        Report By
 TR1596  HISTORY     - 1944     MONUMENTED       CGS
 TR1596  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1596
 TR1596                          STATION DESCRIPTION
 TR1596
 TR1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (CP)
 TR1596'AT THE HEAD OF PENN COVE, ON THE N SIDE, ABOUT 600 METERS W OF
 TR1596'STANDARD OIL COMPANY DOCK AT SAN DE FUCA, JUST BACK OF HIGH-WATER
 TR1596'LINE, THE S (OFF-SHORE) GABLE OF A LARGE WHITE BUILDING, A PEA
 TR1596'CANNERY.
 TR1596'
 TR1596'LOCATED BY INTERSECTION WITH THIRD-ORDER ACCURACY.
 TR1596
 TR1596                          STATION RECOVERY (1960)
 TR1596
 TR1596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1596'THE OLD CANNERY BUILDING HAS BEEN REMOVED AND ONLY THE CONCRETE
 TR1596'FOUNDATION REMAINS.  THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4975 ***********************************************************************
 SY4975  DESIGNATION -  COVER RESET
 SY4975  PID         -  SY4975
 SY4975  STATE/COUNTY-  WA/KITSAP
 SY4975  USGS QUAD   -  HANSVILLE (1968)
 SY4975
 SY4975                         *CURRENT SURVEY CONTROL
 SY4975  ___________________________________________________________________
 SY4975* NAD 83(1991)-  47 55 30.72051(N)    122 36 55.32073(W)     ADJUSTED  
 SY4975* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY4975  ___________________________________________________________________
 SY4975  LAPLACE CORR-         -16.21  (seconds)                    DEFLEC99
 SY4975  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 SY4975
 SY4975  HORZ ORDER  -  THIRD
 SY4975
 SY4975.The horizontal coordinates were established by classical geodetic methods
 SY4975.and adjusted by the National Geodetic Survey in December 1991..
 SY4975
 SY4975.The orthometric height was scaled from a topographic map.
 SY4975
 SY4975.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4975
 SY4975.The geoid height was determined by GEOID03.
 SY4975
 SY4975;                    North         East     Units Scale Factor Converg.
 SY4975;SPC WA N     -   104,407.256   366,841.837   MT  0.99994789   -1 19 36.3
 SY4975;SPC WA N     -   342,542.81  1,203,546.93   sFT  0.99994789   -1 19 36.3
 SY4975;UTM  10      - 5,308,058.174   528,733.331   MT  0.99961014   +0 17 07.8
 SY4975
 SY4975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4975!SPC WA N     -   1.00000333  x   0.99994789  =   0.99995122
 SY4975!UTM  10      -   1.00000333  x   0.99961014  =   0.99961347
 SY4975
 SY4975|---------------------------------------------------------------------|
 SY4975| PID    Reference Object                     Distance      Geod. Az  |
 SY4975|                                                           dddmmss.s |
 SY4975| CF8031 S LEG OF SIGN                                      00005     |
 SY4975| CF6475 COVER RM 1                            7.900 METERS 00105     |
 SY4975| CF6476 COVER RM 2                            6.192 METERS 06102     |
 SY4975| CF6477 COVER RM 3                            5.253 METERS 07426     |
 SY4975| CF6474 COVER AZ MK                                        1394955.1 |
 SY4975| SY5002 PORT GAMBLE MILL CHIMNEY            APPROX. 8.2 KM 1614345.0 |
 SY4975| CF7876 NOTCH CUT IN BULKHEAD                              27606     |
 SY4975| CF6561 E NAIL IN TAG ON PWR POLE                          30341     |
 SY4975| CF7402 VERTICAL GROOVE CUT IN FENCE                       30856     |
 SY4975| CF6478 COVER RM 4                           27.277 METERS 34706     |
 SY4975| CF7831 NAIL IN POLE                                       34824     |
 SY4975| CF7832 NAIL IN POWER POLE                                 34824     |
 SY4975|---------------------------------------------------------------------|
 SY4975
 SY4975                          SUPERSEDED SURVEY CONTROL
 SY4975
 SY4975  NAD 83(1986)-  47 55 30.71805(N)    122 36 55.32531(W) AD(       ) 3
 SY4975  NAD 27      -  47 55 31.39200(N)    122 36 50.76900(W) AD(       ) 3
 SY4975
 SY4975.Superseded values are not recommended for survey control.
 SY4975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4975.See file dsdata.txt to determine how the superseded data were derived.
 SY4975
 SY4975_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU2873308058(NAD 83)
 SY4975_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4975
 SY4975  HISTORY     - Date     Condition        Report By
 SY4975  HISTORY     - 1934     MONUMENTED       CGS
 SY4975  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4975  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY4975  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY4975  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4975  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SY4975  HISTORY     - 19941120 GOOD             USPSQD
 SY4975
 SY4975                          STATION DESCRIPTION
 SY4975
 SY4975'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4975'THIS STATION WAS ESTABLISHED TO REPLACE COVE 1927 WHICH IS
 SY4975'LOST.  IT LIES ON THE E SIDE OF HOOD CANAL 1 MILE S OF FOULWEATHER
 SY4975'BLUFF.  IT LIES E OF THE SECOND SAND SPIT S OF THIS BLUFF AT AN
 SY4975'ELEVATION OF 10 FEET ABOVE MEAN HIGH WATER AND INSIDE OF THE TREE
 SY4975'LINE.
 SY4975'
 SY4975'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4975'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY4975
 SY4975                          STATION RECOVERY (1952)
 SY4975
 SY4975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 SY4975'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS WERE
 SY4975'NOT FOUND.  INQUIRY MADE AT TIME OF RECOVERY INDICATED THAT THE
 SY4975'REFERENCE MARKS MIGHT HAVE BEEN DESTROYED BY BULLDOZER OPERATIONS
 SY4975'IN RECENT YEARS.  IT IS BELIEVED BOTH REFERENCE MARKS WERE
 SY4975'DESTROYED.
 SY4975'
 SY4975'STATION LIES ON THE E SIDE OF HOOD CANAL, ABOUT 1 MI. S OF
 SY4975'FOULWEATHER BLUFF.  IT LIES E OF THE SECOND SAND-AND-GRAVEL SPIT
 SY4975'S OF THIS BLUFF AT AN ELEVATION OF 10 FT. ABOVE THE HIGH-WATERLINE
 SY4975'AND JUST N OF A PROMINENT STEEP ERODED BLUFF.  IT IS ABOUT
 SY4975'100 M. S OF A BROWN BUNGALOW THAT IS SITUATED ABOUT 20 FT. IN
 SY4975'ELEVATION ABOVE THE HIGH-WATERLINE.  IT IS 1-1/2 M. E BY N OF
 SY4975'THE LARGEST FIR TREE, ONE OF THREE ABOUT EQUALLY SPACED.
 SY4975'
 SY4975'STATION MARK IS A STANDARD BRONZE TRIANGULATION DISK, STAMPED
 SY4975'COVER 1934 AND SET IN THE TOP OF A 5-IN. SQUARE CONCRETE MONUMENT
 SY4975'PROJECTING ABOUT 3 IN. ABOVE THE SURFACE.  JUST E OF THE STATION
 SY4975'MARK IS A BULLDOZED ROAD LEADING TO THE HIGH-WATERLINE.
 SY4975'
 SY4975'REFERENCE MARKS WERE NOT RECOVERED.  IT IS BELIEVED THAT THE
 SY4975'MARKS ARE GONE, ALTHOUGH A CAREFUL CHECK SHOULD BE MADE.  SOME
 SY4975'CHUNKS OF CONCRETE WERE FOUND, AND COULD BE THE REMAINS OF THE
 SY4975'REFERENCE MARKS.
 SY4975
 SY4975                          STATION RECOVERY (1955)
 SY4975
 SY4975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY4975'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.  A NEW AND
 SY4975'MORE DETAILED DESCRIPTION FOLLOWS--
 SY4975'
 SY4975'THE STATION MARK WAS RECOVERED AND USED FOR AN AZIMUTH ONLY.
 SY4975'
 SY4975'A LIMITED SEARCH WAS MADE FOR THE REFERENCE MARKS BUT THEY
 SY4975'WERE NOT RECOVERED.  THEY ARE BELIEVED LOST, AND TIME WOULD NOT
 SY4975'PERMIT A MORE EXTENSIVE SEARCH.
 SY4975'
 SY4975'THE STATION IS LOCATED 5 MI. N-NW OF PORT GAMBLE, 3 MI. E OF
 SY4975'PORT LUDLOW, AND 3 MI. W-NW OF HANSVILLE ON THE E SIDE OF HOOD
 SY4975'CANAL, AND ON THE SECOND PROMINENT POINT S OF FOULWEATHER BLUFF.
 SY4975'
 SY4975'REACHED FROM THE POST OFFICE IN HANSVILLE BY DRIVING W ON AN
 SY4975'OILED ROAD FOR 1.95 MI. TO A ROAD LEFT.  CONTINUE STRAIGHT AHEAD
 SY4975'(W) FOR 1.35 MI. TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD (W) FOR
 SY4975'0.2 MI. TO A ROAD LEFT AT MR. C. CROFTS MAILBOX.  TURN LEFT (S)
 SY4975'AND GO 0.05 MI. TO A LONE TREE AND THE STATION.
 SY4975'
 SY4975'THE STATION MARK, A STANDARD DISK STAMPED COVER 1934, IS SET IN
 SY4975'THE TOP OF A 5-IN. SQUARE CONCRETE MONUMENT, THAT PROJECTS 2
 SY4975'IN. ABOVE THE SURFACE.  THE MARK IS 5 FT. N-NE OF A 3-FT. SPRUCE
 SY4975'TREE, AND 5 FEET W OF THE EDGE OF A 3-FT. CUT FOR A ROADWAY.  THE
 SY4975'STATION REQUIRES A 6-FT. STAND TO SEE SQUATTER 1927 DUE TO
 SY4975'BUILDINGS THAT HAVE BEEN BUILT ON LINE.
 SY4975
 SY4975                          STATION RECOVERY (1961)
 SY4975
 SY4975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SY4975'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SY4975'L.S.B. IN 1955.  THE REFERENCE MARKS WERE SEARCHED FOR AND WERE
 SY4975'NOT RECOVERED.  THEY ARE BELIEVED LOST.
 SY4975
 SY4975                          STATION RECOVERY (1963)
 SY4975
 SY4975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4975'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SY4975'L.S.B. IN 1955 EXCEPT THE 3 FOOT SPRUCE TREE 5 FEET FROM THE
 SY4975'STATION HAS BEEN CUT DOWN.
 SY4975
 SY4975                          STATION RECOVERY (1970)
 SY4975
 SY4975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SY4975'MR. ROBERT ENDRESEN WHO OWNS THE PROPERTY REQUESTED THE STATION
 SY4975'BE MOVED PRIOR TO LEVELING AND DEVELOPING THE PROPERTY.  THIS
 SY4975'WATERFRONT IS ALL RIPE FOR DEVELOPEMENT AND RATHER THAN TRY TO
 SY4975'OUTGUESS THE DEVELOPERS THE STATION WAS REFERENCED AND REPLACED
 SY4975'AFTER THE AREA WAS CUT DOWN ABOUT 5 FEET.
 SY4975'
 SY4975'THE STATION IS AT PUGET SANDS RESORT, WHICH IS 3 MILES WEST OF
 SY4975'HANSVILLE, 1 MILE SOUTH OF AND ON THE SECOND SAND SPIT SOUTH OF
 SY4975'FOULWEATHER BLUFF, ON THE EAST SIDE OF HOOD CANAL AND IN SECTION
 SY4975'13, T 28 N, R 1 E.
 SY4975'
 SY4975'REACHED FROM THE HANSVILLE FIRE STATION BY GOING WEST ON THE
 SY4975'MAIN BLACKTOP ROAD FOR 3.4 MILES TO A Y, KEEP LEFT FORK 0.2 MILE
 SY4975'TO A TWIN SPITS RESORT SIGN ON THE LEFT AND A ROAD LEFT, TURN
 SY4975'LEFT AND GO SOUTH 0.05 MILE TO A LOW, FLAT-ROOFED HOUSE WITH A
 SY4975'FIREPLACE CHIMNEY ON THE NORTH SIDE, (THIS HOUSE IS THE OFFICE
 SY4975'FOR PUGET SANDS RESORT AT PRESENT).  STATION IS 30 YARDS SOUTH
 SY4975'OF THE PROJECTED SOUTH SIDE OF THIS HOUSE, ON THE BANK AT THE
 SY4975'WATERS EDGE, ABOUT 15 FEET WEST OF AN ABRUPT 40-FOOT RISE IN
 SY4975'THE BLUFF ALONG THE HIGH WATER LINE.
 SY4975'
 SY4975'THE STATION MARK, STAMPED COVER 1934 1970, IS A STANDARD DISK SET
 SY4975'IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 91 FEET
 SY4975'SOUTH OF THE PROJECTED SOUTH SIDE OF THE HOUSE MENTIONED ABOVE,
 SY4975'15 FEET WEST OF THE BOTTOM OF A STEEP INCLINE, 15 FEET NORTH OF
 SY4975'THE BANK AT THE HIGH WATER LINE AND ABOUT 4 FEET ABOVE THE
 SY4975'GRAVEL BEACH.
 SY4975'
 SY4975'REFERENCE MARK NO. 3, STAMPED COVER NO 3 1934 1970, IS A STANDARD
 SY4975'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SY4975'AT THE BOTTOM OF THE STEEP INCLINE, 20 FEET NORTH OF THE BANK AT
 SY4975'THE HIGH WATER LINE AND ABOUT 1-1/2 FEET HIGHER THAN THE STATION.
 SY4975'
 SY4975'REFERENCE MARK NO. 4, STAMPED COVER 1934 NO 4 1970, IS A
 SY4975'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1
 SY4975'INCH.  IT IS 39.5 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE
 SY4975'MENTIONED ABOVE AND 3 FEET SOUTH OF THE PROJECTED SOUTH SIDE OF
 SY4975'THIS HOUSE.
 SY4975'
 SY4975'THE AZIMUTH MARK, STAMPED COVER 1934 1970, IS A STANDARD DISK SET
 SY4975'IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 23 FEET
 SY4975'NORTHEAST OF A 3X3X4-FOOT ROCK WHICH FORMS THE HIGHEST POINT OF
 SY4975'THE IMMEDIATE VICINITY, 6 FEET WEST OF A LOT-CORNER STAKE, 4 FEET
 SY4975'SOUTH OF THE LARGE LOOSE ROCKS PILED ALONG THE NORTH EDGE OF THE
 SY4975'SAND SPIT TO ACT AS A BULKHEAD AND 2 FEET WEST OF A METAL
 SY4975'WITNESS POST.
 SY4975'
 SY4975'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.05 MILE
 SY4975'KEEP RIGHT 1.6 MILES TO HOOD CANAL DRIVE, TURN RIGHT AND GO 1.15
 SY4975'MILES TO A CROSSROAD, TURN RIGHT ON VISTA KEY DRIVE AND GO 0.3
 SY4975'MILE TO A CURVE RIGHT AND A CROSSROAD, CURVE RIGHT AND CONTINUE
 SY4975'0.35 MILE TO DRIFTWOOD KEY CLUBHOUSE AND FLAGPOLE ON THE
 SY4975'LEFT.  CONTINUE NORTHERLY 0.05 MILE, TURN LEFT AND GO WESTERLY
 SY4975'0.15 MILE TO A TURN-AROUND AT THE END OF THE ROAD AT THE
 SY4975'WESTERN END OF THE SAND SPIT, AND THE AZIMUTH MARK ABOUT 50
 SY4975'YARDS NORTH OF THE CENTER OF THE TURN-AROUND.  THERE IS A LOW
 SY4975'BROWN HOUSE ON THE RIGHT, WITH THREE WINDOWS IN THE SOUTH
 SY4975'GABLE, A CARPORT ATTACHED TO THE SOUTHEAST CORNER, A SMALL
 SY4975'FIREPLACE CHIMNEY PROTRUDING THROUGH THE ROOF NEAR THE
 SY4975'NORTHWEST CORNER, AND THE AZIMUTH MARK IS 57 FEET NORTHWEST
 SY4975'OF THE NORTHWEST CORNER OF THIS HOUSE.
 SY4975'
 SY4975'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4975'3 MILES WEST OF HANSVILLE.
 SY4975
 SY4975                          STATION RECOVERY (1994)
 SY4975
 SY4975'RECOVERY NOTE BY US POWER SQUADRON 1994
 SY4975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1937 ***********************************************************************
 SY1937  DESIGNATION -  COVINGTON
 SY1937  PID         -  SY1937
 SY1937  STATE/COUNTY-  WA/KING
 SY1937  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1937
 SY1937                         *CURRENT SURVEY CONTROL
 SY1937  ___________________________________________________________________
 SY1937* NAD 83(1991)-  47 18 29.72039(N)    122 06 34.33938(W)     ADJUSTED  
 SY1937* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 SY1937  ___________________________________________________________________
 SY1937  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 SY1937  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY1937
 SY1937  HORZ ORDER  -  SECOND
 SY1937
 SY1937.The horizontal coordinates were established by classical geodetic methods
 SY1937.and adjusted by the National Geodetic Survey in December 1991..
 SY1937
 SY1937.The orthometric height was scaled from a topographic map.
 SY1937
 SY1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1937
 SY1937.The geoid height was determined by GEOID03.
 SY1937
 SY1937;                    North         East     Units Scale Factor Converg.
 SY1937;SPC WA N     -    35,073.027   403,497.026   MT  1.00004128   -0 57 00.6
 SY1937;SPC WA N     -   115,068.76  1,323,806.49   sFT  1.00004128   -0 57 00.6
 SY1937;SPC WA S     -   220,763.676   378,299.898   MT  0.99999436   -1 10 09.0
 SY1937;SPC WA S     -   724,288.83  1,241,138.92   sFT  0.99999436   -1 10 09.0
 SY1937;UTM  10      - 5,239,804.817   567,307.275   MT  0.99965567   +0 39 16.3
 SY1937
 SY1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1937!SPC WA N     -   0.99998410  x   1.00004128  =   1.00002538
 SY1937!SPC WA S     -   0.99998410  x   0.99999436  =   0.99997846
 SY1937!UTM  10      -   0.99998410  x   0.99965567  =   0.99963977
 SY1937
 SY1937:                Primary Azimuth Mark                     Grid Az
 SY1937:SPC WA N     -  GREGG 1937                               050 29 21.1
 SY1937:SPC WA S     -  GREGG 1937                               050 42 29.5
 SY1937:UTM  10      -  GREGG 1937                               048 53 04.2
 SY1937
 SY1937|---------------------------------------------------------------------|
 SY1937| PID    Reference Object                     Distance      Geod. Az  |
 SY1937|                                                           dddmmss.s |
 SY1937| SY1948 GREGG 1937                          APPROX. 1.6 KM 0493220.5 |
 SY1937| CE3482 COVINGTON RM 1                                     07443     |
 SY1937| SY2004 Y TREE 1937                         APPROX. 4.0 KM 3223615.9 |
 SY1937|---------------------------------------------------------------------|
 SY1937
 SY1937                          SUPERSEDED SURVEY CONTROL
 SY1937
 SY1937  NAD 83(1986)-  47 18 29.71212(N)    122 06 34.35131(W) AD(       ) 2
 SY1937  NAD 27      -  47 18 30.36000(N)    122 06 29.93700(W) AD(       ) 2
 SY1937
 SY1937.Superseded values are not recommended for survey control.
 SY1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1937.See file dsdata.txt to determine how the superseded data were derived.
 SY1937
 SY1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6730739805(NAD 83)
 SY1937_MARKER: Z = SEE DESCRIPTION
 SY1937_SETTING: 0 = UNSPECIFIED SETTING
 SY1937
 SY1937  HISTORY     - Date     Condition        Report By
 SY1937  HISTORY     - 1937     MONUMENTED       WAGS
 SY1937
 SY1937                          STATION DESCRIPTION
 SY1937
 SY1937'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY1937'STATION IS LOCATED 5 MILES W OF AUBURN AND 3-1/4 MILES SE OF
 SY1937'THE S END OF LAKE MERIDIAN IN SEC. 13, T.21, R.5, ON A LEVEL
 SY1937'FLAT-TOPPED BENCH ON THE W END OF A GROUP OF SCATTERED FIR TREES.
 SY1937'
 SY1937'STATION IS MARKED BY A STANDARD STATE SURVEY DISK, STAMPED
 SY1937'KING COUNTY AERIAL SURVEY SET IN A 6-INCH SQUARE CONCRETE MONUMENT.
 SY1937'
 SY1937'REFERENCE MARK IS SIMILAR DISK, 32.53 FEET FROM STATION
 SY1937'MAGNETIC N 52 DEG E.
 SY1937'
 SY1937'STATION IS REACHED AS FOLLOWS--FROM THE S END OF LAKE MERIDIAN
 SY1937'(COW LAKE) ON KENT-SELLECK ROAD GO E 0.4 MILE TO ROAD SIGN
 SY1937'KENT 5, SELLECK 13, BERRYDALE 1.  TURN RIGHT (S) GO 0.6 MILE
 SY1937'AND TAKE LEFT FORK CURVING TO THE SE.  CONTINUE 0.6 MILE AND
 SY1937'CROSS A RAILROAD OVERHEAD.  CONTINUE 2.7 MILES AND TURN RIGHT
 SY1937'OR S, CONTINUE ABOUT 50 YARDS AND TURN RIGHT AGAIN HEADING
 SY1937'SW.  GO 0.55 MILE TO MAIL BOX OF H.W. CARNER.  TURN LEFT OFF
 SY1937'GRAVEL HIGHWAY INTO SMALL ROAD.  GO ABOUT 50 FEET TOWARDS
 SY1937'HOUSE, THEN TURN RIGHT ON A 16-FOOT LOGGING ROAD AND CONTINUE
 SY1937'ABOUT 1/4 MILE TO TOP OF FLAT-TOPPED BENCH.  END OF TRUCK
 SY1937'TRAVEL.  STATION IS ABOUT 175 YARDS NE AT W EDGE OF TREES
 SY1937'AND 50 FEET S OF SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2155 ***********************************************************************
 SY2155  DESIGNATION -  COW LAKE 2
 SY2155  PID         -  SY2155
 SY2155  STATE/COUNTY-  WA/KING
 SY2155  USGS QUAD   -  RENTON (1994)
 SY2155
 SY2155                         *CURRENT SURVEY CONTROL
 SY2155  ___________________________________________________________________
 SY2155* NAD 83(1991)-  47 22 40.00026(N)    122 10 23.72086(W)     ADJUSTED  
 SY2155* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 SY2155  ___________________________________________________________________
 SY2155  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 SY2155  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 SY2155
 SY2155  HORZ ORDER  -  THIRD
 SY2155
 SY2155.The horizontal coordinates were established by classical geodetic methods
 SY2155.and adjusted by the National Geodetic Survey in December 1991..
 SY2155.No horizontal observational check was made to the station.
 SY2155
 SY2155.The orthometric height was scaled from a topographic map.
 SY2155
 SY2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2155
 SY2155.The geoid height was determined by GEOID03.
 SY2155
 SY2155;                    North         East     Units Scale Factor Converg.
 SY2155;SPC WA N     -    42,883.311   398,813.975   MT  1.00002504   -0 59 51.4
 SY2155;SPC WA N     -   140,693.00  1,308,442.18   sFT  1.00002504   -0 59 51.4
 SY2155;UTM  10      - 5,247,477.914   562,409.128   MT  0.99964787   +0 36 30.1
 SY2155
 SY2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2155!SPC WA N     -   0.99997879  x   1.00002504  =   1.00000383
 SY2155!UTM  10      -   0.99997879  x   0.99964787  =   0.99962667
 SY2155
 SY2155|---------------------------------------------------------------------|
 SY2155| PID    Reference Object                     Distance      Geod. Az  |
 SY2155|                                                           dddmmss.s |
 SY2155| CE3485 COW LAKE 2 RM 2                      18.616 METERS 05321     |
 SY2155| SY2140 KENT DIST 111 TANK                  261.374 METERS 15635     |
 SY2155| SY2115 COW LAKE                             20.754 METERS 26946     |
 SY2155| SY2142 KENT DIST 58 TANK NO 5              APPROX. 3.9 KM 3590112.9 |
 SY2155|---------------------------------------------------------------------|
 SY2155
 SY2155                          SUPERSEDED SURVEY CONTROL
 SY2155
 SY2155  NAD 83(1986)-  47 22 39.99264(N)    122 10 23.73145(W) AD(       ) 3
 SY2155  NAD 27      -  47 22 40.63773(N)    122 10 19.30537(W) AD(       ) 3
 SY2155
 SY2155.Superseded values are not recommended for survey control.
 SY2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2155.See file dsdata.txt to determine how the superseded data were derived.
 SY2155
 SY2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6240947478(NAD 83)
 SY2155_MARKER: DS = TRIANGULATION STATION DISK
 SY2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2155
 SY2155  HISTORY     - Date     Condition        Report By
 SY2155  HISTORY     - 1974     MONUMENTED       NGS
 SY2155  HISTORY     - 1988     GOOD             USPSQD
 SY2155  HISTORY     - 19961109 MARK NOT FOUND   USPSQD
 SY2155
 SY2155                          STATION DESCRIPTION
 SY2155
 SY2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 SY2155'THE STATION IS LOCATED ABOUT 3 MILES EAST OF THE CITY OF KENT,
 SY2155'ABOUT 5/8 MILE SOUTHWEST OF THE INTERSECTION OF 116TH AVENUE
 SY2155'SOUTHEAST AND SOUTHEAST 248TH STREET.  ALONG THE EAST EDGE OF THE
 SY2155'PROPERTY OF THE COLUMBIA GREENHOUSES AND AJACENT TO THE WEST SIDE
 SY2155'OF THE FENCE AROUND AN FAA FACILITY.
 SY2155'
 SY2155'THE STATION IS A NATIONAL GEODETIC SURVEY DISK STAMPED COWLAKE
 SY2155'2 1974 SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT,
 SY2155'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.  3.9 FEET
 SY2155'NORTHWEST OF THE SOUTHWEST CORNER OF THE WIRE FENCE AROUND THE FAA
 SY2155'FACILITY AND 1.6 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 SY2155'
 SY2155'REFERENCE MARK 2 IS A NATIONAL GEODETIC SURVEY DISK STAMPED
 SY2155'COWLAKE 2 NO 2 1974 CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 SY2155'CORNER OF THE CONCRETE PORCH (SLAB) ON THE WEST SIDE OF THE
 SY2155'WESTERLY ONE OF TWO WHITE BUILDINGS OF THE FAA FACILITY.  3.9 FEET
 SY2155'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING AND 0.6 FOOT
 SY2155'NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE PORCH.
 SY2155
 SY2155                          STATION RECOVERY (1988)
 SY2155
 SY2155'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2155'RECOVERED IN GOOD CONDITION.
 SY2155
 SY2155                          STATION RECOVERY (1996)
 SY2155
 SY2155'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2636 ***********************************************************************
 SC2636  DESIGNATION -  COW POINT BEACON 11
 SC2636  PID         -  SC2636
 SC2636  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2636  USGS QUAD   -  ABERDEEN (1994)
 SC2636
 SC2636                         *CURRENT SURVEY CONTROL
 SC2636  ___________________________________________________________________
 SC2636* NAD 83(1991)-  46 57 38.73534(N)    123 50 31.58068(W)     ADJUSTED  
 SC2636* NAVD 88     -                                                        
 SC2636  ___________________________________________________________________
 SC2636  LAPLACE CORR-          11.70  (seconds)                    DEFLEC99
 SC2636  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 SC2636
 SC2636  HORZ ORDER  -  THIRD
 SC2636
 SC2636.The horizontal coordinates were established by classical geodetic methods
 SC2636.and adjusted by the National Geodetic Survey in December 1991..
 SC2636
 SC2636
 SC2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2636
 SC2636.The geoid height was determined by GEOID03.
 SC2636
 SC2636;                    North         East     Units Scale Factor Converg.
 SC2636;SPC WA S     -   186,278.989   245,719.134   MT  0.99993607   -2 25 39.7
 SC2636;SPC WA S     -   611,150.32    806,163.53   sFT  0.99993607   -2 25 39.7
 SC2636;UTM  10      - 5,201,147.635   435,931.723   MT  0.99965045   -0 36 55.8
 SC2636
 SC2636                          SUPERSEDED SURVEY CONTROL
 SC2636
 SC2636  NAD 83(1986)-  46 57 38.73096(N)    123 50 31.58017(W) AD(       ) 4
 SC2636  NAD 27      -  46 57 39.40100(N)    123 50 26.97200(W) AD(       ) 3
 SC2636
 SC2636.Superseded values are not recommended for survey control.
 SC2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2636.See file dsdata.txt to determine how the superseded data were derived.
 SC2636
 SC2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3593201148(NAD 83)
 SC2636
 SC2636  HISTORY     - Date     Condition        Report By
 SC2636  HISTORY     - 1940     MONUMENTED       CGS
 SC2636  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2636
 SC2636                          STATION DESCRIPTION
 SC2636
 SC2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2636'AID TO NAVIGATION BEACON 11 OFF COW POINT, ENTRANCE TO CHEHALIS
 SC2636'RIVER.  SMALL BOX ON PILES OBSERVED ON.
 SC2636
 SC2636                          STATION RECOVERY (1952)
 SC2636
 SC2636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2636'THIS BEACON NO LONGER EXISTS AS AN AID TO NAVIGATION.  THERE IS A
 SC2636'DOLPHIN AT THE APPROXIMATE POSITION OF THIS STATION WHICH MAY BE
 SC2636'PART OF THE STRUCTURE OF BEACON 11.  THIS COULD NOT BE VERIFIED
 SC2636'LOCALLY.  THE SMALL BOX OBSERVED ON NO LONGER EXISTS AND THERE IS
 SC2636'NO DAYMARK ON THE DOLPHIN.  THE STATION IS DESTROYED.
 SC2636'
 SC2636'IT IS SHOWN ON PAGE 738 OF THE LIST OF GEORAPHIC POSITIONS, BUT ON
 SC2636'PAGE 13 OF THE LITHOGRAPH IT IS SHOWN AS BEACON 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2761 ***********************************************************************
 SC2761  DESIGNATION -  COW POINT REACH RNG G REAR LT
 SC2761  PID         -  SC2761
 SC2761  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2761  USGS QUAD   -  ABERDEEN (1994)
 SC2761
 SC2761                         *CURRENT SURVEY CONTROL
 SC2761  ___________________________________________________________________
 SC2761* NAD 83(1991)-  46 57 15.38894(N)    123 49 53.71886(W)     ADJUSTED  
 SC2761* NAVD 88     -        -7.3    (meters)     -24.     (feet)  VERTCON   
 SC2761  ___________________________________________________________________
 SC2761  X           -  -2,428,215.499 (meters)                     COMP
 SC2761  Y           -  -3,622,902.598 (meters)                     COMP
 SC2761  Z           -   4,638,273.030 (meters)                     COMP
 SC2761  LAPLACE CORR-          11.70  (seconds)                    DEFLEC99
 SC2761  ELLIP HEIGHT-         -32.12  (meters)          (12/09/91) GPS OBS
 SC2761  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SC2761
 SC2761  HORZ ORDER  -  THIRD
 SC2761  ELLP ORDER  -  FOURTH    CLASS I
 SC2761
 SC2761.The horizontal coordinates were established by classical geodetic methods
 SC2761.and adjusted by the National Geodetic Survey in December 1991..
 SC2761.No horizontal observational check was made to the station.
 SC2761
 SC2761.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2761
 SC2761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2761
 SC2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2761
 SC2761.The ellipsoidal height was determined by GPS observations
 SC2761.and is referenced to NAD 83.
 SC2761
 SC2761.The geoid height was determined by GEOID03.
 SC2761
 SC2761;                    North         East     Units Scale Factor Converg.
 SC2761;SPC WA S     -   185,524.877   246,488.406   MT  0.99993534   -2 25 12.2
 SC2761;SPC WA S     -   608,676.20    808,687.38   sFT  0.99993534   -2 25 12.2
 SC2761;UTM  10      - 5,200,418.437   436,724.231   MT  0.99964921   -0 36 27.9
 SC2761
 SC2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2761!SPC WA S     -   1.00000503  x   0.99993534  =   0.99994037
 SC2761!UTM  10      -   1.00000503  x   0.99964921  =   0.99965424
 SC2761
 SC2761                          SUPERSEDED SURVEY CONTROL
 SC2761
 SC2761  NAD 83(1986)-  46 57 15.38081(N)    123 49 53.71713(W) AD(       ) 3
 SC2761  NGVD 29 (05/23/89)   -8.4    (m)          -28.     (f) GPS OBS        
 SC2761
 SC2761.Superseded values are not recommended for survey control.
 SC2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2761.See file dsdata.txt to determine how the superseded data were derived.
 SC2761
 SC2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3672400418(NAD 83)
 SC2761_MARKER: 15 = RANGE MARKER
 SC2761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2761+SATELLITE: SATELLITE OBSERVATIONS - 1985
 SC2761
 SC2761  HISTORY     - Date     Condition        Report By
 SC2761  HISTORY     - 1985     FIRST OBSERVED   NOS
 SC2761
 SC2761                          STATION DESCRIPTION
 SC2761
 SC2761'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (RBM)
 SC2761'THE STATION IS LOCATED ON THE SOUTH SHORE OF GRAYS HARBOR MAIN SHIP
 SC2761'CHANNEL OPPOSITE COW POINT IN ABERDEEN, WASHINGTON.
 SC2761'
 SC2761'TO REACH THE STATION DRIVING SOUTHEAST FROM THE SOUTH ABERDEEN SIDE
 SC2761'OF THE CHEHALIS RIVER BRIDGE STAY IN THE RIGHT LANE AND TURN TO THE
 SC2761'RIGHT ON BOONE STREET FOLLOWING THE SIGNS TO WESTPORT AND STATE
 SC2761'HIGHWAY 105. CONTINUE ON BOONE STREET AND HIGHWAY 105 ABOUT 2.3
 SC2761'MILES TOA GATE AND GRAVEL ROAD TO THE RIGHT. PROCEED THROUGH THE
 SC2761'GATE AND DRIVE TO THE SETTLEING PONDS AND THE ROAD TO THE RIGHT.
 SC2761'TURN RIGHT AND DRIVE ABOUT 0.2 MILE TO THE STATION ON THE LEFT.
 SC2761'
 SC2761'THE STATION IS THE TOP CENTER OF THE WHITE LIGHT ATOP THE WOOD PILE
 SC2761'STRUCTURE ABOUT 27 FEET HIGH. THE STRUCTURE HAS A RED RECTANGULAR
 SC2761'SHAPED DAYBOARD WITH A CENTRAL BLACK VERTICAL STRIPE.
 SC2761'
 SC2761'DESCRIBED BY MJM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2762 ***********************************************************************
 SC2762  DESIGNATION -  COW POINT REACH RNG GK FRT LT
 SC2762  PID         -  SC2762
 SC2762  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2762  USGS QUAD   -  ABERDEEN (1994)
 SC2762
 SC2762                         *CURRENT SURVEY CONTROL
 SC2762  ___________________________________________________________________
 SC2762* NAD 83(1991)-  46 57 24.16074(N)    123 50 16.63054(W)     ADJUSTED  
 SC2762* NAVD 88     -         6.5    (meters)      21.     (feet)  VERTCON   
 SC2762  ___________________________________________________________________
 SC2762  X           -  -2,428,512.960 (meters)                     COMP
 SC2762  Y           -  -3,622,476.301 (meters)                     COMP
 SC2762  Z           -   4,638,468.080 (meters)                     COMP
 SC2762  LAPLACE CORR-          11.76  (seconds)                    DEFLEC99
 SC2762  ELLIP HEIGHT-         -18.22  (meters)          (12/09/91) GPS OBS
 SC2762  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SC2762
 SC2762  HORZ ORDER  -  THIRD
 SC2762  ELLP ORDER  -  FOURTH    CLASS I
 SC2762
 SC2762.The horizontal coordinates were established by classical geodetic methods
 SC2762.and adjusted by the National Geodetic Survey in December 1991..
 SC2762
 SC2762.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2762
 SC2762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2762
 SC2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2762
 SC2762.The ellipsoidal height was determined by GPS observations
 SC2762.and is referenced to NAD 83.
 SC2762
 SC2762.The geoid height was determined by GEOID03.
 SC2762
 SC2762;                    North         East     Units Scale Factor Converg.
 SC2762;SPC WA S     -   185,815.970   246,015.869   MT  0.99993561   -2 25 28.8
 SC2762;SPC WA S     -   609,631.23    807,137.06   sFT  0.99993561   -2 25 28.8
 SC2762;UTM  10      - 5,200,694.361   436,242.863   MT  0.99964996   -0 36 44.7
 SC2762
 SC2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2762!SPC WA S     -   1.00000286  x   0.99993561  =   0.99993847
 SC2762!UTM  10      -   1.00000286  x   0.99964996  =   0.99965282
 SC2762
 SC2762                          SUPERSEDED SURVEY CONTROL
 SC2762
 SC2762  NAD 83(1986)-  46 57 24.15292(N)    123 50 16.62905(W) AD(       ) 3
 SC2762  NGVD 29 (05/23/89)    5.5    (m)           18.     (f) GPS OBS        
 SC2762
 SC2762.Superseded values are not recommended for survey control.
 SC2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2762.See file dsdata.txt to determine how the superseded data were derived.
 SC2762
 SC2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3624300694(NAD 83)
 SC2762_MARKER: 15 = RANGE MARKER
 SC2762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2762+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1986
 SC2762
 SC2762  HISTORY     - Date     Condition        Report By
 SC2762  HISTORY     - 1985     FIRST OBSERVED   NOS
 SC2762  HISTORY     - 19860121 GOOD
 SC2762
 SC2762                          STATION DESCRIPTION
 SC2762
 SC2762'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (RBM)
 SC2762'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE MAIN GRAYS HARBOR
 SC2762'NORTH CHANNEL JUST OPPOSITE COW POINT IN ABERDEEN, WASHINGTON.
 SC2762'
 SC2762'TO REACH THE STATION FROM THE BOAT LAUNCH IN COSMOPOLIS, WASHINGTON
 SC2762'HEAD DOWNSTREAM ABOUT 3.8 NAUTICAL MILES TO THE STATION.
 SC2762'
 SC2762'THE STATION IS THE TOP CENTER OF THE WHITE LIGHT ATOP THE 15 FOOT
 SC2762'HIGH WOOD PILE STRUCTURE. THE STRUCTURE SITS IN ABOUT 6 FEET OF
 SC2762'WATER AND HAS 2 RED RECTANGULAR SHAPED DAYBOARDS WITH CENTRAL BLACK
 SC2762'VERTICAL STRIPES. THIS RANGE STRUCTURE ALSO SERVES AS THE FRONT
 SC2762'RANGE FOR COW POINT REACH RANGE K FRONT.
 SC2762'
 SC2762'DESCRIBED BY MJM.
 SC2762
 SC2762                          STATION RECOVERY (1986)
 SC2762
 SC2762'RECOVERED 1986
 SC2762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2763 ***********************************************************************
 SC2763  DESIGNATION -  COW POINT REACH RNG H FRT LT
 SC2763  PID         -  SC2763
 SC2763  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2763  USGS QUAD   -  ABERDEEN (1994)
 SC2763
 SC2763                         *CURRENT SURVEY CONTROL
 SC2763  ___________________________________________________________________
 SC2763* NAD 83(1991)-  46 57 35.22445(N)    123 49 24.20518(W)     ADJUSTED  
 SC2763* NAVD 88     -         6.0    (meters)      20.     (feet)  VERTCON   
 SC2763  ___________________________________________________________________
 SC2763  X           -  -2,427,452.974 (meters)                     COMP
 SC2763  Y           -  -3,622,885.676 (meters)                     COMP
 SC2763  Z           -   4,638,700.867 (meters)                     COMP
 SC2763  LAPLACE CORR-          11.33  (seconds)                    DEFLEC99
 SC2763  ELLIP HEIGHT-         -18.77  (meters)          (12/09/91) GPS OBS
 SC2763  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SC2763
 SC2763  HORZ ORDER  -  THIRD
 SC2763  ELLP ORDER  -  FOURTH    CLASS I
 SC2763
 SC2763.The horizontal coordinates were established by classical geodetic methods
 SC2763.and adjusted by the National Geodetic Survey in December 1991..
 SC2763
 SC2763.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2763
 SC2763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2763
 SC2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2763
 SC2763.The ellipsoidal height was determined by GPS observations
 SC2763.and is referenced to NAD 83.
 SC2763
 SC2763.The geoid height was determined by GEOID03.
 SC2763
 SC2763;                    North         East     Units Scale Factor Converg.
 SC2763;SPC WA S     -   186,110.509   247,137.667   MT  0.99993596   -2 24 50.7
 SC2763;SPC WA S     -   610,597.56    810,817.50   sFT  0.99993596   -2 24 50.7
 SC2763;UTM  10      - 5,201,024.135   437,354.466   MT  0.99964823   -0 36 06.5
 SC2763
 SC2763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2763!SPC WA S     -   1.00000294  x   0.99993596  =   0.99993890
 SC2763!UTM  10      -   1.00000294  x   0.99964823  =   0.99965117
 SC2763
 SC2763                          SUPERSEDED SURVEY CONTROL
 SC2763
 SC2763  NAD 83(1986)-  46 57 35.21631(N)    123 49 24.20347(W) AD(       ) 3
 SC2763  NGVD 29 (05/23/89)    4.9    (m)           16.     (f) GPS OBS        
 SC2763
 SC2763.Superseded values are not recommended for survey control.
 SC2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2763.See file dsdata.txt to determine how the superseded data were derived.
 SC2763
 SC2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3735401024(NAD 83)
 SC2763_MARKER: 15 = RANGE MARKER
 SC2763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2763+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1986
 SC2763
 SC2763  HISTORY     - Date     Condition        Report By
 SC2763  HISTORY     - 1985     FIRST OBSERVED   NOS
 SC2763  HISTORY     - 19860124 GOOD
 SC2763
 SC2763                          STATION DESCRIPTION
 SC2763
 SC2763'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (RBM)
 SC2763'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE GRAYS HARBOR MAIN
 SC2763'SHIP CHANNEL EAST OF COW POINT IN ABERDEEN, WASHINGTON.
 SC2763'
 SC2763'TO REACH THE STATION FROM THE BOAT LAUNCH IN COSMOPOLIS, WASHINGTON
 SC2763'HEAD DOWNSTREAM ABOUT 3.4 NAUTICAL MILES TO THE STATION IN THE
 SC2763'SHOAL AREA ON THE SOUTH SIDE OF THE CHANNEL IN AN AREA OF MANY OLD
 SC2763'AND BROKEN PILES. THE STATION CAN BE REACHED BY BOAT ONLY AT HIGH
 SC2763'TIDE. IT IS POSSIBLE TO REACH FROM SHORE AT VERY LOW TIDES HOWEVER
 SC2763'THE EXTREMELY SOFT MUD MAKESWALKING DIFFICULT.
 SC2763'
 SC2763'THE STATION IS THE TOP CENTER OF THE RED LIGHT ATOP THE WOOD PILE
 SC2763'STRUCTURE 15 FEET ABOVE THE WATER WITH A RED RECTANGULAR SHAPED
 SC2763'DAYBOARD HAVING A CENTRAL BLACK VERTICAL STRIPE.
 SC2763'
 SC2763'DESCRIBED BY MJM.
 SC2763
 SC2763                          STATION RECOVERY (1986)
 SC2763
 SC2763'RECOVERED 1986
 SC2763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2764 ***********************************************************************
 SC2764  DESIGNATION -  COW POINT REACH RNG H REAR LT
 SC2764  PID         -  SC2764
 SC2764  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2764  USGS QUAD   -  ABERDEEN (1994)
 SC2764
 SC2764                         *CURRENT SURVEY CONTROL
 SC2764  ___________________________________________________________________
 SC2764* NAD 83(1991)-  46 57 34.85478(N)    123 49 05.20898(W)     ADJUSTED  
 SC2764* NAVD 88     -        11.7    (meters)      38.     (feet)  VERTCON   
 SC2764  ___________________________________________________________________
 SC2764  X           -  -2,427,126.111 (meters)                     COMP
 SC2764  Y           -  -3,623,119.373 (meters)                     COMP
 SC2764  Z           -   4,638,697.227 (meters)                     COMP
 SC2764  LAPLACE CORR-          11.23  (seconds)                    DEFLEC99
 SC2764  ELLIP HEIGHT-         -13.09  (meters)          (12/09/91) GPS OBS
 SC2764  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SC2764
 SC2764  HORZ ORDER  -  THIRD
 SC2764  ELLP ORDER  -  FOURTH    CLASS I
 SC2764
 SC2764.The horizontal coordinates were established by classical geodetic methods
 SC2764.and adjusted by the National Geodetic Survey in December 1991..
 SC2764
 SC2764.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2764
 SC2764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2764
 SC2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2764
 SC2764.The ellipsoidal height was determined by GPS observations
 SC2764.and is referenced to NAD 83.
 SC2764
 SC2764.The geoid height was determined by GEOID03.
 SC2764
 SC2764;                    North         East     Units Scale Factor Converg.
 SC2764;SPC WA S     -   186,082.201   247,538.432   MT  0.99993595   -2 24 36.9
 SC2764;SPC WA S     -   610,504.69    812,132.34   sFT  0.99993595   -2 24 36.9
 SC2764;UTM  10      - 5,201,008.520   437,755.811   MT  0.99964762   -0 35 52.6
 SC2764
 SC2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2764!SPC WA S     -   1.00000205  x   0.99993595  =   0.99993800
 SC2764!UTM  10      -   1.00000205  x   0.99964762  =   0.99964967
 SC2764
 SC2764:                Primary Azimuth Mark                     Grid Az
 SC2764:SPC WA S     -  COW POINT REACH RNG J REAR LT            028 37 42.8
 SC2764:UTM  10      -  COW POINT REACH RNG J REAR LT            026 48 58.5
 SC2764
 SC2764|---------------------------------------------------------------------|
 SC2764| PID    Reference Object                     Distance      Geod. Az  |
 SC2764|                                                           dddmmss.s |
 SC2764| SC2766 COW POINT REACH RNG J REAR LT       APPROX. 0.7 KM 0261305.9 |
 SC2764|---------------------------------------------------------------------|
 SC2764
 SC2764                          SUPERSEDED SURVEY CONTROL
 SC2764
 SC2764  NAD 83(1986)-  46 57 34.84664(N)    123 49 05.20728(W) AD(       ) 3
 SC2764  NGVD 29 (05/23/89)   10.6    (m)           35.     (f) GPS OBS        
 SC2764
 SC2764.Superseded values are not recommended for survey control.
 SC2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2764.See file dsdata.txt to determine how the superseded data were derived.
 SC2764
 SC2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3775601009(NAD 83)
 SC2764_MARKER: 15 = RANGE MARKER
 SC2764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2764+SATELLITE: SATELLITE OBSERVATIONS - 1985
 SC2764
 SC2764  HISTORY     - Date     Condition        Report By
 SC2764  HISTORY     - 1985     FIRST OBSERVED   NOS
 SC2764
 SC2764                          STATION DESCRIPTION
 SC2764
 SC2764'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (RBM)
 SC2764'THE STATION IS LOCATED ON THE SOUTH SHORE OF THE GRAYS HARBOR MAIN
 SC2764'SHIP CHANNEL EAST OF COW POINT IN ABERDEEN, WASHINGTON.
 SC2764'
 SC2764'TO REACH THE STATION DRIVING SOUTHEAST FROM THE SOUTH ABERDEEN SIDE
 SC2764'OF THE CHEHALIS RIVER BRIDGE STAY IN THE RIGHT LANE AND TURN TO THE
 SC2764'RIGHT ON BOONE STREET FOLLOWING THE SIGNS TO WESTPORT AND STATE
 SC2764'HIGHWAY 105 ABOUT 0.8 MILE TO FILMORE AVENUE TO THE RIGHT. TAKE A
 SC2764'RIGHT AND CONTINUE TO END OF VEHICLE TRAVEL AT THE RAILROAD TRACKS.
 SC2764'PARK THE VEHICLE AND PACK NORTH ALONG THE RAILROAD TRACKS TO THE
 SC2764'STATION ABOUT 100 WEST OF THE TRACKS.
 SC2764'
 SC2764'THE STATION IS THE TOP CENTER OF THE RED LIGHT ATOP THE 26 FOOT
 SC2764'HIGH WOOD PILE STRUCTURE WITH A RED RECTANGULAR SHAPED DAYBOARD
 SC2764'HAVING A CENTRAL BLACK VERTICAL STRIPE.
 SC2764'
 SC2764'DESCRIBED BY MJM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2765 ***********************************************************************
 SC2765  DESIGNATION -  COW POINT REACH RNG J FRT LT
 SC2765  PID         -  SC2765
 SC2765  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2765  USGS QUAD   -  ABERDEEN (1994)
 SC2765
 SC2765                         *CURRENT SURVEY CONTROL
 SC2765  ___________________________________________________________________
 SC2765* NAD 83(1991)-  46 57 51.78027(N)    123 49 02.61343(W)     ADJUSTED  
 SC2765* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 SC2765  ___________________________________________________________________
 SC2765  X           -  -2,426,865.586 (meters)                     COMP
 SC2765  Y           -  -3,622,829.063 (meters)                     COMP
 SC2765  Z           -   4,639,049.473 (meters)                     COMP
 SC2765  LAPLACE CORR-          11.08  (seconds)                    DEFLEC99
 SC2765  ELLIP HEIGHT-         -19.20  (meters)          (12/09/91) GPS OBS
 SC2765  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SC2765
 SC2765  HORZ ORDER  -  THIRD
 SC2765  ELLP ORDER  -  FOURTH    CLASS I
 SC2765
 SC2765.The horizontal coordinates were established by classical geodetic methods
 SC2765.and adjusted by the National Geodetic Survey in December 1991..
 SC2765
 SC2765.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2765
 SC2765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2765
 SC2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2765
 SC2765.The ellipsoidal height was determined by GPS observations
 SC2765.and is referenced to NAD 83.
 SC2765
 SC2765.The geoid height was determined by GEOID03.
 SC2765
 SC2765;                    North         East     Units Scale Factor Converg.
 SC2765;SPC WA S     -   186,602.067   247,615.231   MT  0.99993649   -2 24 35.1
 SC2765;SPC WA S     -   612,210.28    812,384.30   sFT  0.99993649   -2 24 35.1
 SC2765;UTM  10      - 5,201,530.404   437,816.113   MT  0.99964752   -0 35 50.9
 SC2765
 SC2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2765!SPC WA S     -   1.00000301  x   0.99993649  =   0.99993950
 SC2765!UTM  10      -   1.00000301  x   0.99964752  =   0.99965053
 SC2765
 SC2765                          SUPERSEDED SURVEY CONTROL
 SC2765
 SC2765  NAD 83(1986)-  46 57 51.77263(N)    123 49 02.61187(W) AD(       ) 3
 SC2765  NGVD 29 (05/23/89)    4.5    (m)           15.     (f) GPS OBS        
 SC2765
 SC2765.Superseded values are not recommended for survey control.
 SC2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2765.See file dsdata.txt to determine how the superseded data were derived.
 SC2765
 SC2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3781601530(NAD 83)
 SC2765_MARKER: 15 = RANGE MARKER
 SC2765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2765+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1986
 SC2765
 SC2765  HISTORY     - Date     Condition        Report By
 SC2765  HISTORY     - 1985     FIRST OBSERVED   NOS
 SC2765  HISTORY     - 19860123 GOOD
 SC2765
 SC2765                          STATION DESCRIPTION
 SC2765
 SC2765'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (RBM)
 SC2765'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE GRAYS
 SC2765'HARBOR/CHEHALIS RIVER CHANNEL IN ABERDEEN, WASHINGTON.
 SC2765'
 SC2765'TO REACH THE STATION FROM THE BOAT LAUNCH IN COSMOPOLIS, WASHINGTON
 SC2765'TRAVEL DOWNSTREAM ABOUT 3.0 MILES TO THE SHORTER AND WESTERN OF 2
 SC2765'STRUCTURES MARKING THE SOUTHWEST TO NORTHEAST RUNNING PORTION OF
 SC2765'THE COW POINT REACH CHANNEL JUST TO THE EAST OF COW POINT. THE REAR
 SC2765'RANGE IS ONSHORE AND DUE TO THE GROWTH OF ALDER TREES CAN ONLY BE
 SC2765'SEEN FROM THE WATER WHEN LINED UP ON RANGE.THE STATION IS IN 2 FEET
 SC2765'OF WATER AND CAN ONLY BE REACHED BY BOAT AT HIGHEST TIDES.
 SC2765'
 SC2765'THE STATION IS THE TOP CENTER OF THE GREEN LIGHT ATOP THE PILE
 SC2765'STRUCTURE ABOUT 16 FEET ABOVE WATER. THE STRUCTURE HAS RED
 SC2765'RECTANGULAR SHAPED DAYBOARDS WITH CENTRAL BLACK VERTICAL STRIPE.
 SC2765'
 SC2765'DESCRIBED BY MJM.
 SC2765
 SC2765                          STATION RECOVERY (1986)
 SC2765
 SC2765'RECOVERED 1986
 SC2765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2766 ***********************************************************************
 SC2766  DESIGNATION -  COW POINT REACH RNG J REAR LT
 SC2766  PID         -  SC2766
 SC2766  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2766  USGS QUAD   -  ABERDEEN (1994)
 SC2766
 SC2766                         *CURRENT SURVEY CONTROL
 SC2766  ___________________________________________________________________
 SC2766* NAD 83(1991)-  46 57 54.30974(N)    123 48 51.21386(W)     ADJUSTED  
 SC2766* NAVD 88     -        10.5    (meters)      34.     (feet)  VERTCON   
 SC2766  ___________________________________________________________________
 SC2766  X           -  -2,426,635.449 (meters)                     COMP
 SC2766  Y           -  -3,622,918.524 (meters)                     COMP
 SC2766  Z           -   4,639,106.361 (meters)                     COMP
 SC2766  LAPLACE CORR-          11.02  (seconds)                    DEFLEC99
 SC2766  ELLIP HEIGHT-         -14.30  (meters)          (12/09/91) GPS OBS
 SC2766  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 SC2766
 SC2766  HORZ ORDER  -  THIRD
 SC2766  ELLP ORDER  -  FOURTH    CLASS I
 SC2766
 SC2766.The horizontal coordinates were established by classical geodetic methods
 SC2766.and adjusted by the National Geodetic Survey in December 1991..
 SC2766
 SC2766.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2766
 SC2766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2766
 SC2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2766
 SC2766.The ellipsoidal height was determined by GPS observations
 SC2766.and is referenced to NAD 83.
 SC2766
 SC2766.The geoid height was determined by GEOID03.
 SC2766
 SC2766;                    North         East     Units Scale Factor Converg.
 SC2766;SPC WA S     -   186,669.978   247,859.279   MT  0.99993657   -2 24 26.8
 SC2766;SPC WA S     -   612,433.09    813,184.98   sFT  0.99993657   -2 24 26.8
 SC2766;UTM  10      - 5,201,605.977   438,057.821   MT  0.99964716   -0 35 42.6
 SC2766
 SC2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2766!SPC WA S     -   1.00000224  x   0.99993657  =   0.99993881
 SC2766!UTM  10      -   1.00000224  x   0.99964716  =   0.99964940
 SC2766
 SC2766:                Primary Azimuth Mark                     Grid Az
 SC2766:SPC WA S     -  COW POINT REACH RNG H REAR LT            208 37 42.9
 SC2766:UTM  10      -  COW POINT REACH RNG H REAR LT            206 48 58.7
 SC2766
 SC2766|---------------------------------------------------------------------|
 SC2766| PID    Reference Object                     Distance      Geod. Az  |
 SC2766|                                                           dddmmss.s |
 SC2766| SC2764 COW POINT REACH RNG H REAR LT       APPROX. 0.7 KM 2061316.1 |
 SC2766|---------------------------------------------------------------------|
 SC2766
 SC2766                          SUPERSEDED SURVEY CONTROL
 SC2766
 SC2766  NAD 83(1986)-  46 57 54.30158(N)    123 48 51.21217(W) AD(       ) 3
 SC2766  NGVD 29 (05/23/89)    9.4    (m)           31.     (f) GPS OBS        
 SC2766
 SC2766.Superseded values are not recommended for survey control.
 SC2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2766.See file dsdata.txt to determine how the superseded data were derived.
 SC2766
 SC2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3805801606(NAD 83)
 SC2766_MARKER: 15 = RANGE MARKER
 SC2766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2766+SATELLITE: SATELLITE OBSERVATIONS - 1985
 SC2766
 SC2766  HISTORY     - Date     Condition        Report By
 SC2766  HISTORY     - 1985     FIRST OBSERVED   NOS
 SC2766
 SC2766                          STATION DESCRIPTION
 SC2766
 SC2766'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (RBM)
 SC2766'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE GRAYS
 SC2766'HARBOR /CHEHALIS RIVER CHANNEL IN SOUTH ABERDEEN, WASHINGTON.
 SC2766'
 SC2766'TO REACH THE STATION HEADING SOUTHEAST FROM THE SOUTH ABERDEEN SIDE
 SC2766'OF THE CHEHALIS RIVER BRIDGE STAY IN THE RIGHT HAND LANE AND TURN
 SC2766'RIGHT AT THE MAIN INTERSECTION FOLLOWING THE SIGNS TO WESTPORT AND
 SC2766'STATE HIGHWAY 105. TAKE A RIGHT ON ANY STREET IN THE NEXT 4 BLOCKS
 SC2766'AND HEAD WEST TOWARD THE RIVER UNTIL REACHING THE ROAD WHICH
 SC2766'PARALLELS THE RIVER LEVEE AND THE RAILROAD TRACKS. TAKE A LEFT AND
 SC2766'HEAD SOUTHWEST KEEPING THE RIVER ON THE RIGHT UNTIL REACHING THE
 SC2766'SHAKE MILL WITH THE LARGE STACK ON THE RIGHT. TURN RIGHT CROSSING
 SC2766'THE RAILROAD TRACKS ONTO THE SHAKE MILL PROPERTY AND DRIVE TO THE
 SC2766'BACK OF THE MAIN BUILDING AND THE STATION.
 SC2766'
 SC2766'THE STATION IS THE TOP CENTER OF THE GREEN LIGHT ATOP A 26 FOOT
 SC2766'TALL METAL TOWER WITH A RED RECTANGULAR SHAPED DAYBOARD WHICH HAS A
 SC2766'CENTRAL BLACK VERTICAL STRIPE.
 SC2766'
 SC2766'DESCRIBED BY MJM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1205 ***********************************************************************
 SX1205  DESIGNATION -  COWBOY
 SX1205  PID         -  SX1205
 SX1205  STATE/COUNTY-  WA/KING
 SX1205  USGS QUAD   -  STEVENS PASS (1987)
 SX1205
 SX1205                         *CURRENT SURVEY CONTROL
 SX1205  ___________________________________________________________________
 SX1205* NAD 83(1991)-  47 43 56.17713(N)    121 06 08.12199(W)     ADJUSTED  
 SX1205* NAVD 88     -                                                        
 SX1205  ___________________________________________________________________
 SX1205  LAPLACE CORR-          14.05  (seconds)                    DEFLEC99
 SX1205  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 SX1205
 SX1205  HORZ ORDER  -  THIRD
 SX1205
 SX1205.The horizontal coordinates were established by classical geodetic methods
 SX1205.and adjusted by the National Geodetic Survey in December 1991..
 SX1205
 SX1205
 SX1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1205
 SX1205.The geoid height was determined by GEOID03.
 SX1205
 SX1205;                    North         East     Units Scale Factor Converg.
 SX1205;SPC WA N     -    81,450.498   479,828.681   MT  0.99996478   -0 12 00.8
 SX1205;SPC WA N     -   267,225.51  1,574,237.93   sFT  0.99996478   -0 12 00.8
 SX1205;SPC WA S     -   266,839.299   454,819.587   MT  1.00011587   -0 26 14.9
 SX1205;SPC WA S     -   875,455.27  1,492,187.26   sFT  1.00011587   -0 26 14.9
 SX1205;UTM  10      - 5,288,288.128   642,291.601   MT  0.99984880   +1 24 16.5
 SX1205
 SX1205                          SUPERSEDED SURVEY CONTROL
 SX1205
 SX1205  NAD 83(1986)-  47 43 56.17276(N)    121 06 08.12155(W) AD(       ) 4
 SX1205  NAD 27      -  47 43 56.77500(N)    121 06 03.76300(W) AD(       ) 3
 SX1205
 SX1205.Superseded values are not recommended for survey control.
 SX1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1205.See file dsdata.txt to determine how the superseded data were derived.
 SX1205
 SX1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4229288288(NAD 83)
 SX1205
 SX1205  HISTORY     - Date     Condition        Report By
 SX1205  HISTORY     - 1936     MONUMENTED       LOCSUR
 SX1205
 SX1205                          STATION DESCRIPTION
 SX1205
 SX1205'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1936
 SX1205'RECOVERED BY GREAT NORTHERN RAILROAD TUNNEL SURVEY.
 SX1205'
 SX1205'STATION IS IN THE EXTREME NE PART OF KING COUNTY, ON A HIGH POINT
 SX1205'ABOUT 1 MILE S OF STEVENS PASS.
 SX1205'
 SX1205'STATION IS MARKED BY A NAIL HOLE IN A TREE ROOT.
 SX1205'
 SX1205'TO REACH--PROCEED FROM STEVENS PASS SE UP TRAIL TO SADDLE, SWING
 SX1205'AROUND ON TOP OF RIDGE TO THE W TO HIGHEST POINT AND STATION.  A
 SX1205'TWO-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1498 ***********************************************************************
 SC1498  DESIGNATION -  COWEMAN 2
 SC1498  PID         -  SC1498
 SC1498  STATE/COUNTY-  WA/COWLITZ
 SC1498  USGS QUAD   -  RAINIER (1990)
 SC1498
 SC1498                         *CURRENT SURVEY CONTROL
 SC1498  ___________________________________________________________________
 SC1498* NAD 83(1991)-  46 06 26.82850(N)    122 52 36.92163(W)     ADJUSTED  
 SC1498* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 SC1498  ___________________________________________________________________
 SC1498  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 SC1498  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SC1498
 SC1498  HORZ ORDER  -  THIRD
 SC1498
 SC1498.The horizontal coordinates were established by classical geodetic methods
 SC1498.and adjusted by the National Geodetic Survey in December 1991..
 SC1498.No horizontal observational check was made to the station.
 SC1498
 SC1498.The orthometric height was scaled from a topographic map.
 SC1498
 SC1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1498
 SC1498.The geoid height was determined by GEOID03.
 SC1498
 SC1498;                    North         East     Units Scale Factor Converg.
 SC1498;SPC WA S     -    88,811.663   316,269.628   MT  0.99994913   -1 43 35.7
 SC1498;SPC WA S     -   291,376.26  1,037,627.94   sFT  0.99994913   -1 43 35.7
 SC1498;SPC OR N     -   273,941.644 2,316,253.632   MT  1.00002910   -1 41 08.4
 SC1498;SPC OR N     -   898,758.67  7,599,257.32   iFT  1.00002910   -1 41 08.4
 SC1498;UTM  10      - 5,105,993.661   509,511.697   MT  0.99960111   +0 05 19.3
 SC1498
 SC1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1498!SPC WA S     -   0.99999554  x   0.99994913  =   0.99994467
 SC1498!SPC OR N     -   0.99999554  x   1.00002910  =   1.00002464
 SC1498!UTM  10      -   0.99999554  x   0.99960111  =   0.99959665
 SC1498
 SC1498|---------------------------------------------------------------------|
 SC1498| PID    Reference Object                     Distance      Geod. Az  |
 SC1498|                                                           dddmmss.s |
 SC1498| CE3042 COWEMAN 2 RM 1                        7.989 METERS 04349     |
 SC1498| CE3043 COWEMAN 2 RM 2                       12.005 METERS 07401     |
 SC1498| SC1494 COWEMAN RESET                        90.280 METERS 22834     |
 SC1498| SC1401 KELSO AIRPORT                       APPROX. 2.5 KM 3124832.9 |
 SC1498| SC1127 KELSO AIRPORT 2                     APPROX. 2.5 KM 3132719.2 |
 SC1498|---------------------------------------------------------------------|
 SC1498
 SC1498                          SUPERSEDED SURVEY CONTROL
 SC1498
 SC1498  NAD 83(1991)-  46 06 26.82850(N)    122 52 36.92162(W) AD(       ) 3
 SC1498  NAD 83(1986)-  46 06 26.84550(N)    122 52 36.91732(W) AD(       ) 3
 SC1498  NAD 27      -  46 06 27.43691(N)    122 52 32.52456(W) AD(       ) 3
 SC1498
 SC1498.Superseded values are not recommended for survey control.
 SC1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1498.See file dsdata.txt to determine how the superseded data were derived.
 SC1498
 SC1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0951205994(NAD 83)
 SC1498_MARKER: Z = SEE DESCRIPTION
 SC1498_SETTING: 0 = UNSPECIFIED SETTING
 SC1498
 SC1498  HISTORY     - Date     Condition        Report By
 SC1498  HISTORY     - 1959     MONUMENTED       CGS
 SC1498  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SC1498
 SC1498                          STATION DESCRIPTION
 SC1498
 SC1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ANS)
 SC1498'LOCATED ABOUT 3 MILES SOUTH OF KELSO, WASHINGTON ON THE EASTSIDE OF
 SC1498'AND ADJACENT TO U.S. HIGHWAY 99, OPPOSITE THE JUNCTION OF THE
 SC1498'HIGHWAY TO LONGVIEW, AT A SITE OF EXTENSIVE CONSTRUCTION WHERE A NEW
 SC1498'HIGHWAY INTERCHANGE IS BEING BUILT.  CONSTRUCTION HAS JUST STARTED
 SC1498'AND THIS DESCRIPTION WILL REQUIRE REVISION AFTER ITS COMPLETION.
 SC1498'
 SC1498'STATION IS ABOUT 500 FEET ELY OF AND 200 FEET ABOVE THE PRESENT
 SC1498'HIGHWAY, ON A TIMBER AND BRUSH COVERED HILLSIDE SLOPING TO THE NW,
 SC1498'NEAR THE NEW HIGHWAY RIGHT-OF-WAY.  THE VIEW TO THE SSE IS BLOCKED AT
 SC1498'PRESENT BY THE SIDE OF THE HILL, BUT THE STATE HIGHWAY DEPARTMENT
 SC1498'SAYS THIS OBSTRUCTION WILL BE REMOVED DURING THE COURSE OF THEIR
 SC1498'EARTHWORK.  THE SITE WAS SELECTED BY THE HIGHWAY DEPARTMENT RESIDENT
 SC1498'ENGINEER AND IS SAID TO BE NEAR THE TOP OF A FUTURE CUT IN THE
 SC1498'HILLSIDE BELOW THE STATION.
 SC1498'
 SC1498'THE STATION MARK IS A STANDARD DISK STAMPED COWEMAN 2 1959, SET IN
 SC1498'TOP OF CEMENT FILLED CONCRETE PIPE ABOUT 5 INCHES IN DIAMETER, FLUSH
 SC1498'WITH THE GROUND ON THE UPHILL SIDE.
 SC1498'
 SC1498'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED COWEMAN 2 NO 1,
 SC1498'1959, SET IN TOP OF CEMENT FILLED CONCRETE PIPE ABOUT 5 INCHES IN
 SC1498'DIAMETER, AN INCH ABOVE GROUND ON THE HIGHER SIDE.  IT IS SET IN
 SC1498'THE SLOPING HILLSIDE AND IS ABOUT 2 FEET HIGHER THAN STATION.
 SC1498'
 SC1498'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED COWEMAN 2 NO 2,
 SC1498'1959, SET IN TOP OF CEMENT FILLED CONCRETE PIPE ABOUT 5 INCHES IN
 SC1498'DIAMETER.  IT IS SET IN THE SLOPING HILLSIDE, ABOUT FLUSH, ABOUT 7
 SC1498'FEET HIGHER THAN STATION.
 SC1498'
 SC1498'REFERENCE MARK DISTANCES WERE MEASURED TO THE POINT OF THE ARROW,
 SC1498'THERE BEING NO SHORT CROSS-BAR MARKING THE CENTER OF THE DISK.
 SC1498'
 SC1498'THE AZIMUTH MARK IS THE CLOCK TOWER ON THE OLD NORTHERN PACIFIC
 SC1498'DEPOT IN KELSO, NOW THE GENERAL HOSPITAL.
 SC1498'
 SC1498'THIS STATION WAS LOCATED BY TRAVERSE FROM COWEMAN 1873-1934, THE
 SC1498'LATTER TO BE DESTROYED DURING CONSTRUCTION OF THE HIGHWAY
 SC1498'INTERCHANGE.
 SC1498
 SC1498                          STATION RECOVERY (1964)
 SC1498
 SC1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 SC1498'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 SC1498'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A METAL WITNESS POST
 SC1498'WAS PLACED 3 FEET SOUTHWEST OF THE STATION MARK.  THE TO REACH WAS
 SC1498'VAGUE.  A NEW TO REACH FOLLOWS.
 SC1498'
 SC1498'TO REACH THE STATION FROM THE KELSO POST OFFICE GO SOUTH ON THIRD
 SC1498'AVENUE FOR 0.05 MILE TO ALLEN STREET, TURN LEFT AND GO EAST ON ALLEN
 SC1498'STREET FOR 0.6 MILE TO THE JUNCTION WITH U.S. HIGHWAY 99, TURN
 SC1498'RIGHT AND GO SOUTH ON U.S. HIGHWAY 99 FOR 1.3 MILES TO KELSO DRIVE,
 SC1498'TURN LEFT AND GO SOUTH ON KELSO DRIVE, PARALLELING U.S. HIGHWAY 99,
 SC1498'FOR 1.3 MILES TO MR. W. H. BARQUESTS MAIL BOX AND DRIVEWAY ON THE
 SC1498'LEFT, TURN LEFT AND GO SOUTH AND EAST ON THE DRIVEWAY FOR 0.1 MILE
 SC1498'TO A FORK, TAKE THE RIGHT FORK AND GO SOUTH FOR 0.05 MILE TO MR.
 SC1498'BARQUESTS TRAILER HOUSE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 SC1498'SOUTHEAST ABOUT 120 FEET TO THE STATION.  THE STATION IS ABOUT 60
 SC1498'FEET HIGHER THAN MR. BARQUESTS TRAILER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1136 ***********************************************************************
 SB1136  DESIGNATION -  COWICHE
 SB1136  PID         -  SB1136
 SB1136  STATE/COUNTY-  WA/YAKIMA
 SB1136  USGS QUAD   -  PINE MTN (1981)
 SB1136
 SB1136                         *CURRENT SURVEY CONTROL
 SB1136  ___________________________________________________________________
 SB1136* NAD 83(1991)-  46 35 08.88712(N)    120 54 09.76793(W)     ADJUSTED  
 SB1136* NAVD 88     -      1311.8    (meters)    4304.     (feet)  VERTCON   
 SB1136  ___________________________________________________________________
 SB1136  LAPLACE CORR-         -13.11  (seconds)                    DEFLEC99
 SB1136  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 SB1136
 SB1136  HORZ ORDER  -  THIRD
 SB1136
 SB1136.The horizontal coordinates were established by classical geodetic methods
 SB1136.and adjusted by the National Geodetic Survey in December 1991..
 SB1136
 SB1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1136
 SB1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1136
 SB1136.The geoid height was determined by GEOID03.
 SB1136
 SB1136;                    North         East     Units Scale Factor Converg.
 SB1136;SPC WA S     -   139,290.415   469,138.115   MT  0.99991460   -0 17 33.1
 SB1136;SPC WA S     -   456,988.64  1,539,163.97   sFT  0.99991460   -0 17 33.1
 SB1136;UTM  10      - 5,161,274.057   660,673.499   MT  0.99991733   +1 31 25.7
 SB1136
 SB1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1136!SPC WA S     -   0.99979754  x   0.99991460  =   0.99971216
 SB1136!UTM  10      -   0.99979754  x   0.99991733  =   0.99971489
 SB1136
 SB1136|---------------------------------------------------------------------|
 SB1136| PID    Reference Object                     Distance      Geod. Az  |
 SB1136|                                                           dddmmss.s |
 SB1136| CS4916 COWICHE RM 2                          6.663 METERS 04521     |
 SB1136| SB1162 TIETON                              APPROX.13.5 KM 0702615.9 |
 SB1136| CS4917 PINE MTN LOT                         41.849 METERS 28159     |
 SB1136| CS4915 COWICHE RM 1                          8.769 METERS 33538     |
 SB1136|---------------------------------------------------------------------|
 SB1136
 SB1136                          SUPERSEDED SURVEY CONTROL
 SB1136
 SB1136  NAD 83(1991)-  46 35 08.87426(N)    120 54 09.78340(W) AD(       ) 3
 SB1136  NAD 83(1986)-  46 35 08.89886(N)    120 54 09.75359(W) AD(       ) 3
 SB1136  NGVD 29 (11/26/90) 1310.6    (m)         4300.     (f) VERT ANG       
 SB1136
 SB1136.Superseded values are not recommended for survey control.
 SB1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1136.See file dsdata.txt to determine how the superseded data were derived.
 SB1136
 SB1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS6067361274(NAD 83)
 SB1136_MARKER: B = BOLT
 SB1136_SETTING: 66 = SET IN ROCK OUTCROP
 SB1136_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 SB1136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB1136+STABILITY: POSITION/ELEVATION WELL
 SB1136
 SB1136  HISTORY     - Date     Condition        Report By
 SB1136  HISTORY     - 1899     MONUMENTED       USGS
 SB1136  HISTORY     - 1957     GOOD             USGS
 SB1136  HISTORY     - 1966     GOOD             USGS
 SB1136  HISTORY     - 1971     GOOD             USGS
 SB1136
 SB1136                          STATION DESCRIPTION
 SB1136
 SB1136'DESCRIBED BY US GEOLOGICAL SURVEY 1899
 SB1136'SEE 1957 RECOVERY FOR LOCATED.
 SB1136'
 SB1136'SEE 1971 RECOVERY FOR TO REACH.
 SB1136'
 SB1136'STATION MARK--COPPER BOLT STAMPED---USGS---, DRIVEN IN DRILL HOLE
 SB1136'IN SOLID ROCK.
 SB1136
 SB1136                          STATION RECOVERY (1957)
 SB1136
 SB1136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SB1136'RECOVERED AS DESCRIBED BY USGS IN 1899.
 SB1136'
 SB1136'LOCATED ABOUT 19.2 MI W. OF YAKIMA, 3.9 MI NW. OF TAMPICO.  ON
 SB1136'HIGHEST POINT OF COWICHE MTN.
 SB1136'
 SB1136'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN TOP OF
 SB1136'SOLID ROCK.
 SB1136'
 SB1136'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN TOP OF
 SB1136'SOLID ROCK.
 SB1136
 SB1136                          STATION RECOVERY (1966)
 SB1136
 SB1136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SB1136'RECOVERED AS DESCRIBED BY USGS.
 SB1136
 SB1136                          STATION RECOVERY (1971)
 SB1136
 SB1136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SB1136'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 SB1136'
 SB1136'NOTE--BEFORE PROCEEDING TO STATION OBTAIN KEY TO LOCKED GATE
 SB1136'FROM DISTRICT HEADQUARTERS WASHINGTON NATURAL RESOURCES, LOCATED
 SB1136'9.8 MI UP AHTANUM CREEK RD. FROM TAMPICO STORE.
 SB1136'
 SB1136'TO REACH FROM TAMPICO STORE, FOLLOW AHTANUM CREEK RD. 3.4 MI NW.
 SB1136'TO CORRALS AND RD. LEADING N. UP NASTY CREEK, FOLLOW RD. 1.1 MI
 SB1136'TO SIDE RD. TO RIGHT AND LOCKED GATE, PASS THROUGH GATE FOLLOWING
 SB1136'MAIN-TRAVELED RD. 3.4 MI TO TOP AND STATION SITE AT PINE MT. LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1412 ***********************************************************************
 SC1412  DESIGNATION -  COWLITZ 1873
 SC1412  PID         -  SC1412
 SC1412  STATE/COUNTY-  WA/COWLITZ
 SC1412  USGS QUAD   -  RAINIER (1990)
 SC1412
 SC1412                         *CURRENT SURVEY CONTROL
 SC1412  ___________________________________________________________________
 SC1412* NAD 83(1991)-  46 05 57.42403(N)    122 55 08.33091(W)     ADJUSTED  
 SC1412* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC1412  ___________________________________________________________________
 SC1412  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 SC1412  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SC1412
 SC1412  HORZ ORDER  -  THIRD
 SC1412
 SC1412.The horizontal coordinates were established by classical geodetic methods
 SC1412.and adjusted by the National Geodetic Survey in December 1991..
 SC1412
 SC1412.The orthometric height was scaled from a topographic map.
 SC1412
 SC1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1412
 SC1412.The geoid height was determined by GEOID03.
 SC1412
 SC1412;                    North         East     Units Scale Factor Converg.
 SC1412;SPC WA S     -    88,003.079   312,991.810   MT  0.99995032   -1 45 25.7
 SC1412;SPC WA S     -   288,723.44  1,026,873.96   sFT  0.99995032   -1 45 25.7
 SC1412;SPC OR N     -   273,130.636 2,312,976.140   MT  1.00002677   -1 42 55.8
 SC1412;SPC OR N     -   896,097.89  7,588,504.40   iFT  1.00002677   -1 42 55.8
 SC1412;UTM  10      - 5,105,081.962   506,262.273   MT  0.99960048   +0 03 30.2
 SC1412
 SC1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1412!SPC WA S     -   1.00000307  x   0.99995032  =   0.99995339
 SC1412!SPC OR N     -   1.00000307  x   1.00002677  =   1.00002984
 SC1412!UTM  10      -   1.00000307  x   0.99960048  =   0.99960355
 SC1412
 SC1412                          SUPERSEDED SURVEY CONTROL
 SC1412
 SC1412  NAD 83(1991)-  46 05 57.42403(N)    122 55 08.33091(W) AD(       ) 3
 SC1412  NAD 83(1986)-  46 05 57.44070(N)    122 55 08.32692(W) AD(       ) 3
 SC1412  NAD 27      -  46 05 58.03319(N)    122 55 03.93001(W) AD(       ) 3
 SC1412
 SC1412.Superseded values are not recommended for survey control.
 SC1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1412.See file dsdata.txt to determine how the superseded data were derived.
 SC1412
 SC1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0626205082(NAD 83)
 SC1412
 SC1412  HISTORY     - Date     Condition        Report By
 SC1412  HISTORY     - 1873     FIRST OBSERVED   CGS
 SC1412  HISTORY     - 1937     MARK NOT FOUND   CGS
 SC1412
 SC1412                          STATION DESCRIPTION
 SC1412
 SC1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1412'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1406 ***********************************************************************
 SC1406  DESIGNATION -  COWLITZ 2 USE 1912
 SC1406  PID         -  SC1406
 SC1406  STATE/COUNTY-  WA/COWLITZ
 SC1406  USGS QUAD   -  RAINIER (1990)
 SC1406
 SC1406                         *CURRENT SURVEY CONTROL
 SC1406  ___________________________________________________________________
 SC1406* NAD 83(1991)-  46 05 58.29305(N)    122 54 46.93362(W)     ADJUSTED  
 SC1406* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC1406  ___________________________________________________________________
 SC1406  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 SC1406  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SC1406
 SC1406  HORZ ORDER  -  THIRD
 SC1406
 SC1406.The horizontal coordinates were established by classical geodetic methods
 SC1406.and adjusted by the National Geodetic Survey in December 1991..
 SC1406
 SC1406.The orthometric height was scaled from a topographic map.
 SC1406
 SC1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1406
 SC1406.The geoid height was determined by GEOID03.
 SC1406
 SC1406;                    North         East     Units Scale Factor Converg.
 SC1406;SPC WA S     -    88,015.822   313,451.986   MT  0.99995028   -1 45 10.2
 SC1406;SPC WA S     -   288,765.24  1,028,383.72   sFT  0.99995028   -1 45 10.2
 SC1406;SPC OR N     -   273,143.714 2,313,436.342   MT  1.00002684   -1 42 40.7
 SC1406;SPC OR N     -   896,140.79  7,590,014.25   iFT  1.00002684   -1 42 40.7
 SC1406;UTM  10      - 5,105,109.268   506,721.654   MT  0.99960056   +0 03 45.6
 SC1406
 SC1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1406!SPC WA S     -   1.00000307  x   0.99995028  =   0.99995335
 SC1406!SPC OR N     -   1.00000307  x   1.00002684  =   1.00002991
 SC1406!UTM  10      -   1.00000307  x   0.99960056  =   0.99960363
 SC1406
 SC1406:                Primary Azimuth Mark                     Grid Az
 SC1406:SPC WA S     -  D 10 USE 1912                            137 41 12.5
 SC1406:SPC OR N     -  D 10 USE 1912                            137 38 43.0
 SC1406:UTM  10      -  D 10 USE 1912                            135 52 16.7
 SC1406
 SC1406|---------------------------------------------------------------------|
 SC1406| PID    Reference Object                     Distance      Geod. Az  |
 SC1406|                                                           dddmmss.s |
 SC1406| SC1445 D 10 USE 1912                       APPROX. 2.2 KM 1355602.3 |
 SC1406|---------------------------------------------------------------------|
 SC1406
 SC1406                          SUPERSEDED SURVEY CONTROL
 SC1406
 SC1406  NAD 83(1991)-  46 05 58.29304(N)    122 54 46.93362(W) AD(       ) 3
 SC1406  NAD 83(1986)-  46 05 58.30960(N)    122 54 46.92992(W) AD(       ) 3
 SC1406  NAD 27      -  46 05 58.90109(N)    122 54 42.53425(W) AD(       ) 3
 SC1406
 SC1406.Superseded values are not recommended for survey control.
 SC1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1406.See file dsdata.txt to determine how the superseded data were derived.
 SC1406
 SC1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0672205109(NAD 83)
 SC1406
 SC1406  HISTORY     - Date     Condition        Report By
 SC1406  HISTORY     - 1912     MONUMENTED       USE
 SC1406
 SC1406                          STATION DESCRIPTION
 SC1406
 SC1406'DESCRIBED BY US ENGINEERS 1912
 SC1406'STATION IS AT THE JUNCTION OF THE COWLITZ AND COLUMBIA RIVERS,
 SC1406'OUTSIDE THE HIGH-WATER LINE AND S OF THE LINE OF THE JETTY.
 SC1406'
 SC1406'THE STATION IS MARKED BY AN IRON PIPE 3 FEET LONG SET IN A PIER
 SC1406'OF CONCRETE WHICH IS ABOUT 1 FOOT SQUARE AT THE SURFACE OF THE
 SC1406'GROUND AND APPROXIMATELY 8 INCHES DEEP.  THE PIPE PROJECTS FROM 4
 SC1406'TO 8 INCHES ABOVE THE CEMENT.  THE TOP OF THE PIER BEARS THE
 SC1406'INSCRIPTION U.S.E. AND THE NAME OR AN ABBREVIATION OF THE NAME OF
 SC1406'THE STATION.  THERE IS NO UNDERGROUND MARK.
 SC1406'
 SC1406'REPORTED LOST BY U.S.E., R.W.K., 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1454 ***********************************************************************
 SC1454  DESIGNATION -  COWLITZ RIVER HWY BRIDGE POLE
 SC1454  PID         -  SC1454
 SC1454  STATE/COUNTY-  WA/COWLITZ
 SC1454  USGS QUAD   -  RAINIER (1990)
 SC1454
 SC1454                         *CURRENT SURVEY CONTROL
 SC1454  ___________________________________________________________________
 SC1454* NAD 83(1991)-  46 06 21.92561(N)    122 53 29.78701(W)     ADJUSTED  
 SC1454* NAVD 88     -                                                        
 SC1454  ___________________________________________________________________
 SC1454  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 SC1454  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SC1454
 SC1454  HORZ ORDER  -  THIRD
 SC1454
 SC1454.The horizontal coordinates were established by classical geodetic methods
 SC1454.and adjusted by the National Geodetic Survey in December 1991..
 SC1454
 SC1454
 SC1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1454
 SC1454.The geoid height was determined by GEOID03.
 SC1454
 SC1454;                    North         East     Units Scale Factor Converg.
 SC1454;SPC WA S     -    88,694.670   315,130.284   MT  0.99994933   -1 44 14.1
 SC1454;SPC WA S     -   290,992.43  1,033,889.94   sFT  0.99994933   -1 44 14.1
 SC1454;SPC OR N     -   273,823.826 2,315,114.281   MT  1.00002871   -1 41 45.9
 SC1454;SPC OR N     -   898,372.13  7,595,519.29   iFT  1.00002871   -1 41 45.9
 SC1454;UTM  10      - 5,105,840.688   508,377.026   MT  0.99960086   +0 04 41.2
 SC1454
 SC1454                          SUPERSEDED SURVEY CONTROL
 SC1454
 SC1454  NAD 83(1991)-  46 06 21.92561(N)    122 53 29.78702(W) AD(       ) 4
 SC1454  NAD 83(1986)-  46 06 21.94247(N)    122 53 29.78297(W) AD(       ) 4
 SC1454  NAD 27      -  46 06 22.53423(N)    122 53 25.38917(W) AD(       ) 3
 SC1454
 SC1454.Superseded values are not recommended for survey control.
 SC1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1454.See file dsdata.txt to determine how the superseded data were derived.
 SC1454
 SC1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0837705841(NAD 83)
 SC1454
 SC1454  HISTORY     - Date     Condition        Report By
 SC1454  HISTORY     - 1937     MONUMENTED       CGS
 SC1454  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SC1454  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SC1454
 SC1454                          STATION DESCRIPTION
 SC1454
 SC1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1454'STATION IS ABOUT 2 MILES SE OF THE LIMITS OF LONGVIEW, ON THE
 SC1454'HIGHWAY BRIDGE OVER THE COWLITZ RIVER, NEAR THE CENTER OF THE
 SC1454'BRIDGE, ABOVE THE FOURTH (OF 8) UPRIGHT FROM THE E END ON THE S
 SC1454'SIDE OF THE BRIDGE AND SECURED SNUG INTO THE NE CORNER OF THE
 SC1454'ANGLE IRON OVER THE UPRIGHT, A POLE.
 SC1454
 SC1454                          STATION RECOVERY (1952)
 SC1454
 SC1454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC1454'STATION NOT RECOVERED.  POLE NO LONGER IN PLACE.
 SC1454
 SC1454                          STATION RECOVERY (1961)
 SC1454
 SC1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SC1454'THIS POLE ON THIS BRIDGE HAS BEEN REMOVED, THIS INTERSECTION
 SC1454'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1407 ***********************************************************************
 SC1407  DESIGNATION -  COWLITZ RIVER LIGHT
 SC1407  PID         -  SC1407
 SC1407  STATE/COUNTY-  WA/COWLITZ
 SC1407  USGS QUAD   -  RAINIER (1990)
 SC1407
 SC1407                         *CURRENT SURVEY CONTROL
 SC1407  ___________________________________________________________________
 SC1407* NAD 83(1991)-  46 05 30.14667(N)    122 54 50.78379(W)     ADJUSTED  
 SC1407* NAVD 88     -                                                        
 SC1407  ___________________________________________________________________
 SC1407  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 SC1407  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SC1407
 SC1407  HORZ ORDER  -  THIRD
 SC1407
 SC1407.The horizontal coordinates were established by classical geodetic methods
 SC1407.and adjusted by the National Geodetic Survey in December 1991..
 SC1407
 SC1407
 SC1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1407
 SC1407.The geoid height was determined by GEOID03.
 SC1407
 SC1407;                    North         East     Units Scale Factor Converg.
 SC1407;SPC WA S     -    87,149.758   313,342.738   MT  0.99995144   -1 45 12.9
 SC1407;SPC WA S     -   285,923.83  1,028,025.30   sFT  0.99995144   -1 45 12.9
 SC1407;SPC OR N     -   272,277.506 2,313,327.714   MT  1.00002462   -1 42 43.4
 SC1407;SPC OR N     -   893,298.90  7,589,657.85   iFT  1.00002462   -1 42 43.4
 SC1407;UTM  10      - 5,104,240.482   506,639.927   MT  0.99960054   +0 03 42.8
 SC1407
 SC1407                          SUPERSEDED SURVEY CONTROL
 SC1407
 SC1407  NAD 83(1991)-  46 05 30.14668(N)    122 54 50.78379(W) AD(       ) 4
 SC1407  NAD 83(1986)-  46 05 30.16289(N)    122 54 50.77981(W) AD(       ) 4
 SC1407  NAD 27      -  46 05 30.75736(N)    122 54 46.38847(W) AD(       ) 3
 SC1407
 SC1407.Superseded values are not recommended for survey control.
 SC1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1407.See file dsdata.txt to determine how the superseded data were derived.
 SC1407
 SC1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0664004240(NAD 83)
 SC1407
 SC1407  HISTORY     - Date     Condition        Report By
 SC1407  HISTORY     - UNK      MONUMENTED
 SC1407  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SC1407
 SC1407                          STATION DESCRIPTION
 SC1407
 SC1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1407'THIS STATION IS LOCATED ALONG THE COLUMBIA RIVER AND COASTS OF
 SC1407'OREGON AND NORTHERN CALIFORNIA, AND IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1714 ***********************************************************************
 RZ1714  DESIGNATION -  COX
 RZ1714  PID         -  RZ1714
 RZ1714  STATE/COUNTY-  WA/WHITMAN
 RZ1714  USGS QUAD   -  CENTRAL FERRY (1981)
 RZ1714
 RZ1714                         *CURRENT SURVEY CONTROL
 RZ1714  ___________________________________________________________________
 RZ1714* NAD 83(1991)-  46 38 28.24904(N)    117 49 39.03370(W)     ADJUSTED  
 RZ1714* NAVD 88     -       413.2    (meters)    1356.     (feet)  VERTCON   
 RZ1714  ___________________________________________________________________
 RZ1714  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 RZ1714  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 RZ1714
 RZ1714  HORZ ORDER  -  SECOND
 RZ1714
 RZ1714.The horizontal coordinates were established by classical geodetic methods
 RZ1714.and adjusted by the National Geodetic Survey in December 1991..
 RZ1714
 RZ1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1714
 RZ1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1714
 RZ1714.The geoid height was determined by GEOID03.
 RZ1714
 RZ1714;                    North         East     Units Scale Factor Converg.
 RZ1714;SPC WA S     -   148,832.893   704,559.179   MT  0.99991508   +1 56 28.6
 RZ1714;SPC WA S     -   488,295.92  2,311,541.24   sFT  0.99991508   +1 56 28.6
 RZ1714;UTM  11      - 5,165,623.563   436,668.310   MT  0.99964930   -0 36 06.0
 RZ1714
 RZ1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1714!SPC WA S     -   0.99993840  x   0.99991508  =   0.99985349
 RZ1714!UTM  11      -   0.99993840  x   0.99964930  =   0.99958772
 RZ1714
 RZ1714|---------------------------------------------------------------------|
 RZ1714| PID    Reference Object                     Distance      Geod. Az  |
 RZ1714|                                                           dddmmss.s |
 RZ1714| CF4730 COX RM 1                             11.675 METERS 02016     |
 RZ1714| RZ1713 DEADMAN                             APPROX. 5.1 KM 1033133.0 |
 RZ1714| CF4731 COX RM 2                             12.422 METERS 11201     |
 RZ1714| CF4729 COX AZ MK                                          3124231.1 |
 RZ1714|---------------------------------------------------------------------|
 RZ1714
 RZ1714                          SUPERSEDED SURVEY CONTROL
 RZ1714
 RZ1714  NAD 83(1986)-  46 38 28.25830(N)    117 49 39.02742(W) AD(       ) 2
 RZ1714  NAD 27      -  46 38 28.70900(N)    117 49 35.27000(W) AD(       ) 2
 RZ1714  NGVD 29 (07/19/86)  412.2    (m)         1352.     (f) VERT ANG       
 RZ1714
 RZ1714.Superseded values are not recommended for survey control.
 RZ1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1714.See file dsdata.txt to determine how the superseded data were derived.
 RZ1714
 RZ1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM3666865624(NAD 83)
 RZ1714_MARKER: DS = TRIANGULATION STATION DISK
 RZ1714_SETTING: 0 = UNSPECIFIED SETTING
 RZ1714
 RZ1714  HISTORY     - Date     Condition        Report By
 RZ1714  HISTORY     - 1946     MONUMENTED       CGS
 RZ1714  HISTORY     - 1969     GOOD             CGS
 RZ1714
 RZ1714                          STATION DESCRIPTION
 RZ1714
 RZ1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RZ1714'STATION IS LOCATED 16-1/2 MILES (AIR LINE) NW OF POMEROY, 2 MILES
 RZ1714'NW OF THE CENTRAL FERRY BRIDGE SPANNING THE SNAKE RIVER, AND 1
 RZ1714'MILE (AIR LINE) N OF THE SNAKE RIVER.  IT IS SITUATED ON THE
 RZ1714'HIGHEST POINT OF A BARE RIDGE APPROXIMATELY 0.15 MILE SE OF A
 RZ1714'FENCE LINE.  THERE ARE TWO HIGHER RIDGES TO THE NW.
 RZ1714'
 RZ1714'STATION MARK IS A BRONZE STATION DISK WELDED TO THE TOP OF A
 RZ1714'2-INCH IRON PIPE THAT PROJECTS 8 INCHES ABOVE THE GROUND.  DISK
 RZ1714'IS STAMPED COX 1946.
 RZ1714'
 RZ1714'REFERENCE MARK 1 IS NNE OF THE STATION.  IT IS A BRONZE REFERENCE
 RZ1714'DISK WELDED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 6
 RZ1714'INCHES.  DISK IS STAMPED COX NO 1 1946.
 RZ1714'
 RZ1714'REFERENCE MARK 2 IS SE OF THE STATION.  IT IS A BRONZE REFERENCE
 RZ1714'DISK WELDED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 6
 RZ1714'INCHES.  DISK IS STAMPED COX NO 2 1946.
 RZ1714'
 RZ1714'AZIMUTH MARK IS 0.15 MILE NW OF THE STATION.  IT IS SITUATED ON
 RZ1714'THE SAME RIDGE AS THE STATION, IN A FENCE LINE.  IT IS A BRONZE
 RZ1714'AZIMUTH DISK WELDED TO THE TOP OF A 2-INCH IRON PIPE.  IT IS
 RZ1714'STAMPED COX 1946 AND PROJECTS 8 INCHES.  TO REACH FROM THE
 RZ1714'STATION, FOLLOW THE RIDGE NW FOR 0.15 MILE TO THE FENCE LINE AND
 RZ1714'THE MARK AS DESCRIBED.
 RZ1714'
 RZ1714'TO REACH THE STATION FROM THE POST OFFICE IN CENTRAL FERRY, GO
 RZ1714'N ON U.S. HIGHWAY 295 FOR 1.0 MILE TO A CROSSROADS JUST BEFORE
 RZ1714'REACHING A SCHOOLHOUSE, TURN LEFT AND GO 0.15 MILE TO A WIRE GATE,
 RZ1714'PASS THROUGH GATE AND GO 0.1 MILE TO A CREEK, CROSS THE CREEK AND
 RZ1714'GO ABOUT 75 FEET TO A DIM ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE
 RZ1714'TO ANOTHER WIRE GATE, PASS THROUGH THE GATE AND TURN LEFT, THENCE
 RZ1714'W ALONG THE FENCE LINE FOR 0.25 MILE TO A DRY CREEK, CROSS THE
 RZ1714'CREEK AND BEAR RIGHT UP THE SLOPE (N) FOR 0.15 MILE, THENCE NW
 RZ1714'FOR 0.7 MILE TO THE TOP OF THE RIDGE AND THE STATION AS
 RZ1714'DESCRIBED.  (NOTE--IT WILL BE NECESSARY TO WALK TO THE
 RZ1714'STATION FROM THE SECOND WIRE GATE MENTIONED ABOVE IF THE
 RZ1714'GROUND IS WET.)
 RZ1714'
 RZ1714'HEIGHT OF LIGHT ABOVE STATION MARK 0 METER.
 RZ1714
 RZ1714                          STATION RECOVERY (1969)
 RZ1714
 RZ1714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 RZ1714'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 RZ1714'DESCRIBED.  THE DESCRIPTION IS ADEQUATE.  THE STATION IS LOCATED
 RZ1714'ON THE THIRD LEVEL OF THE RIDGE LINE.
 RZ1714'
 RZ1714'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ1714'2 MILES NORTHWEST OF CENTRAL FERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1424 ***********************************************************************
 SW1424  DESIGNATION -  COX 1937
 SW1424  PID         -  SW1424
 SW1424  STATE/COUNTY-  WA/GRANT
 SW1424  USGS QUAD   -  STEAMBOAT ROCK SW (1968)
 SW1424
 SW1424                         *CURRENT SURVEY CONTROL
 SW1424  ___________________________________________________________________
 SW1424* NAD 83(1991)-  47 50 50.33485(N)    119 11 40.20337(W)     ADJUSTED  
 SW1424* NAVD 88     -       713.9    (meters)    2342.     (feet)  VERTCON   
 SW1424  ___________________________________________________________________
 SW1424  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 SW1424  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 SW1424
 SW1424  HORZ ORDER  -  SECOND
 SW1424
 SW1424.The horizontal coordinates were established by classical geodetic methods
 SW1424.and adjusted by the National Geodetic Survey in December 1991..
 SW1424
 SW1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1424
 SW1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1424
 SW1424.The geoid height was determined by GEOID03.
 SW1424
 SW1424;                    North         East     Units Scale Factor Converg.
 SW1424;SPC WA S     -   280,268.569   597,721.469   MT  1.00015845   +0 56 53.9
 SW1424;SPC WA S     -   919,514.46  1,961,024.52   sFT  1.00015845   +0 56 53.9
 SW1424;UTM  11      - 5,301,661.640   335,821.590   MT  0.99993123   -1 37 38.2
 SW1424
 SW1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1424!SPC WA S     -   0.99989121  x   1.00015845  =   1.00004964
 SW1424!UTM  11      -   0.99989121  x   0.99993123  =   0.99982245
 SW1424
 SW1424:                Primary Azimuth Mark                     Grid Az
 SW1424:SPC WA S     -  FERGUSON                                 192 27 14.3
 SW1424:UTM  11      -  FERGUSON                                 195 01 46.4
 SW1424
 SW1424|---------------------------------------------------------------------|
 SW1424| PID    Reference Object                     Distance      Geod. Az  |
 SW1424|                                                           dddmmss.s |
 SW1424| SW1431 FERGUSON                            APPROX. 3.8 KM 1932408.2 |
 SW1424|---------------------------------------------------------------------|
 SW1424
 SW1424                          SUPERSEDED SURVEY CONTROL
 SW1424
 SW1424  NAD 83(1986)-  47 50 50.34335(N)    119 11 40.19923(W) AD(       ) 2
 SW1424  NAD 27      -  47 50 50.81000(N)    119 11 36.10400(W) AD(       ) 2
 SW1424  NGVD 29 (07/19/86)  712.7    (m)         2338.     (f) VERT ANG       
 SW1424
 SW1424.Superseded values are not recommended for survey control.
 SW1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1424.See file dsdata.txt to determine how the superseded data were derived.
 SW1424
 SW1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP3582201662(NAD 83)
 SW1424_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1424_SETTING: 66 = SET IN ROCK OUTCROP
 SW1424_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1424
 SW1424  HISTORY     - Date     Condition        Report By
 SW1424  HISTORY     - 1937     MONUMENTED       BOR
 SW1424
 SW1424                          STATION DESCRIPTION
 SW1424
 SW1424'DESCRIBED BY US BUREAU OF RECLAMATION 1937 (CMB)
 SW1424'LOCATED IN THE SE 1/4 SEC. 8, T. 27 N., R. 29 E. WM, ON A ROCK
 SW1424'PROMONTORY SEPARATED FROM MAIN PART OF COULEE WALL BY SMALL
 SW1424'DRAW.  TO THE S IS A DEEP CHASM.  STATION IS BELOW TOP OF THIS
 SW1424'PROMONTORY TOWARD COULEE.
 SW1424'
 SW1424'TO REACH FROM POST OFFICE IN COULEE CITY, (0.0 MILES), DRIVE W
 SW1424'ON HIGHWAY.  0.9, INTERSECT U.S. HIGHWAY 10 AND CONTINUE W.  2.3,
 SW1424'TURN RIGHT OFF U.S. HIGHWAY 10 ONTO STATE HIGHWAY 10 TOWARD
 SW1424'MANSFIELD.  16.5, CONTINUE DUE N OFF STATE HIGHWAY 10.  18.5, TURN
 SW1424'RIGHT OFF GRAVEL ROAD AND CONTINUE E, PASSING THROUGH FARMYARD AT
 SW1424'24.75.  24.90, SCHOOLHOUSE ON RIGHT.  25.0, TURN LEFT THROUGH
 SW1424'GATE AND UP HILL, THEN E AGAIN ALONG FENCE TO 25.8, THROUGH
 SW1424'GATE AND TURN LEFT ON TRACKS, CROSS DRAW AND TAKE LEFT FORK AT
 SW1424'26.05.  AT 26.15, TURN RIGHT OFF ROAD UP HILL AND FOLLOW FAINT
 SW1424'TRACKS ACROSS SCABROCK TO E.  LEAVE CAR AT 26.8 AND HIKE TO
 SW1424'STATION ON ISOLATED POINT ABOUT 300 FEET NE.
 SW1424'
 SW1424'STATION MARK IS SET ACCORDING TO NOTE 3.
 SW1424'
 SW1424'HEIGHT OF STAND ABOVE STATION MARK - 1.64 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3150 ***********************************************************************
 SY3150  DESIGNATION -  COY
 SY3150  PID         -  SY3150
 SY3150  STATE/COUNTY-  WA/MASON
 SY3150  USGS QUAD   -  LONGBRANCH (1994)
 SY3150
 SY3150                         *CURRENT SURVEY CONTROL
 SY3150  ___________________________________________________________________
 SY3150* NAD 83(1991)-  47 09 51.69295(N)    122 52 27.47176(W)     ADJUSTED  
 SY3150* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3150  ___________________________________________________________________
 SY3150  LAPLACE CORR-          -8.22  (seconds)                    DEFLEC99
 SY3150  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 SY3150
 SY3150  HORZ ORDER  -  THIRD
 SY3150
 SY3150.The horizontal coordinates were established by classical geodetic methods
 SY3150.and adjusted by the National Geodetic Survey in December 1991..
 SY3150
 SY3150.The orthometric height was scaled from a topographic map.
 SY3150
 SY3150.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3150
 SY3150.The geoid height was determined by GEOID03.
 SY3150
 SY3150;                    North         East     Units Scale Factor Converg.
 SY3150;SPC WA S     -   206,233.713   320,008.284   MT  0.99996573   -1 43 28.8
 SY3150;SPC WA S     -   676,618.44  1,049,893.85   sFT  0.99996573   -1 43 28.8
 SY3150;UTM  10      - 5,223,436.674   509,527.243   MT  0.99960112   +0 05 31.8
 SY3150
 SY3150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3150!SPC WA S     -   1.00000329  x   0.99996573  =   0.99996902
 SY3150!UTM  10      -   1.00000329  x   0.99960112  =   0.99960441
 SY3150
 SY3150:                Primary Azimuth Mark                     Grid Az
 SY3150:SPC WA S     -  BRIS                                     239 47 21.5
 SY3150:UTM  10      -  BRIS                                     237 58 20.9
 SY3150
 SY3150|---------------------------------------------------------------------|
 SY3150| PID    Reference Object                     Distance      Geod. Az  |
 SY3150|                                                           dddmmss.s |
 SY3150| SY3353 BRIS                                425.658 METERS 2380352.7 |
 SY3150| CE3486 COY RM 1                              8.795 METERS 31801     |
 SY3150|---------------------------------------------------------------------|
 SY3150
 SY3150                          SUPERSEDED SURVEY CONTROL
 SY3150
 SY3150  NAD 83(1986)-  47 09 51.68948(N)    122 52 27.48071(W) AD(       ) 3
 SY3150  NAD 27      -  47 09 52.34200(N)    122 52 22.99600(W) AD(       ) 3
 SY3150
 SY3150.Superseded values are not recommended for survey control.
 SY3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3150.See file dsdata.txt to determine how the superseded data were derived.
 SY3150
 SY3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0952723437(NAD 83)
 SY3150_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3150_SETTING: 80 = SET IN A BOULDER
 SY3150_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY3150
 SY3150  HISTORY     - Date     Condition        Report By
 SY3150  HISTORY     - 1924     MONUMENTED       CGS
 SY3150  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3150  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SY3150  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3150
 SY3150                          STATION DESCRIPTION
 SY3150
 SY3150'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3150'ON SOUTHERN END OF HARSTINE ISLAND NEAR BRISCOE POINT, I.E., THE
 SY3150'FIRST POINT N OF IT.  THERE IS A 20-FOOT BLUFF ABOUT 30 FEET FROM
 SY3150'THE STATION.  THE STATION FACES DANA PASSAGE.
 SY3150'
 SY3150'THE STATION IS MARKED, AS DESCRIBED IN NOTE 4, BY A ROCK STICKING
 SY3150'2 FEET OUT OF THE BEACH AND IS THE ONLY LARGE ROCK ON THIS
 SY3150'POINT.  THE TOP OF THE ROCK IS BARELY COVERED AT HIGH TIDE.
 SY3150'
 SY3150'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SY3150'DESCRIBED IN NOTE 11A, AND IS AT THE FOOT OF THE BLUFF.
 SY3150'
 SY3150'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3150
 SY3150                          STATION RECOVERY (1936)
 SY3150
 SY3150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3150'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 SY3150
 SY3150                          STATION RECOVERY (1946)
 SY3150
 SY3150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (HBW)
 SY3150'REFERENCE MARK 1 WAS RECOVERED AND FOUND TO BE IN GOOD
 SY3150'CONDITION.  STATION MARK IS ON A BOULDER WHICH HAS APPARENTLY
 SY3150'SHIFTED ITS POSITION APPROXIMATELY 6 FEET DUE TO EROSION OF THE
 SY3150'BEACH.
 SY3150
 SY3150                          STATION RECOVERY (1967)
 SY3150
 SY3150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3150'STATION MARK WAS RECOVERED.  THE REFERENCE MARK WAS NOT FOUND.
 SY3150'
 SY3150'THE STATION IS ON THE SOUTH SIDE OF HARTSTENE ISLAND, ON THE
 SY3150'BEACH ON THE NORTH SIDE OF DANA PASSAGE, ABOUT 0.2 MILE NORTHEAST
 SY3150'OF THE SOUTH TIP OF THE ISLAND AND IN SECTION 1, T19N, R2W.
 SY3150'
 SY3150'THE STATION MARK STAMPED COY 1924, IS A STANDARD DISK SET IN A
 SY3150'3 X 4-FOOT BOULDER WHICH PROJECTS 2 FEET.  IT IS 50 FEET EAST OF
 SY3150'THE BLUFF AT THE HIGH WATER LINE AND ABOUT 140 YARDS NORTHEAST OF
 SY3150'THE POINT WHERE THE BLUFF ENDS AT A LOW, GRASSY AREA WHICH EXTENDS
 SY3150'ACROSS THE ISLAND.
 SY3150'
 SY3150'TO REACH FROM THE FERRY DOCK ON THE WEST SIDE OF HARTSTENE ISLAND,
 SY3150'GO SOUTHERLY ABOUT 200 FEET TO A Y, KEEP THE RIGHT FORK AND FOLLOW
 SY3150'THE BLACKTOP ROAD SOUTH AND EAST 3.7 MILES TO A T-INTERSECTION,
 SY3150'TURN RIGHT AND GO SOUTH 1.0 MILE TO A Y, KEEP LEFT AND FOLLOW THE
 SY3150'BLACKTOP ROAD 2.5 MILES TO A Y, CONTINUE SOUTHERLY ON THE LEFT
 SY3150'FORK FOR 1.7 MILES TO A CROSSROAD AND HARTSTENE ISLAND ESTATES
 SY3150'ON THE SOUTHWEST ANGLE.  TURN RIGHT AND GO 0.8 MILE TO THE END
 SY3150'OF THE ROAD AT THE LOW, GRASSY AREA WHICH EXTENDS ACROSS THE
 SY3150'ISLAND.  WALK LEFT ABOUT 20 YARDS TO THE BEACH, THEN LEFT,
 SY3150'NORTHEAST, ALONG THE BEACH FOR 90 YARDS TO A PROTRUSION OF THE
 SY3150'BLUFF, CONTINUE NORTHEAST 50 YARDS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1721 ***********************************************************************
 TR1721  DESIGNATION -  COYNE USE 1911
 TR1721  PID         -  TR1721
 TR1721  STATE/COUNTY-  WA/JEFFERSON
 TR1721  USGS QUAD   -  GARDINER (1985)
 TR1721
 TR1721                         *CURRENT SURVEY CONTROL
 TR1721  ___________________________________________________________________
 TR1721* NAD 83(1991)-  48 06 30.20233(N)    122 52 51.84893(W)     ADJUSTED  
 TR1721* NAVD 88     -        53.2    (meters)     175.     (feet)  VERTCON   
 TR1721  ___________________________________________________________________
 TR1721  LAPLACE CORR-          -9.38  (seconds)                    DEFLEC99
 TR1721  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 TR1721
 TR1721  HORZ ORDER  -  SECOND
 TR1721
 TR1721.The horizontal coordinates were established by classical geodetic methods
 TR1721.and adjusted by the National Geodetic Survey in December 1991..
 TR1721
 TR1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1721
 TR1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1721
 TR1721.The geoid height was determined by GEOID03.
 TR1721
 TR1721;                    North         East     Units Scale Factor Converg.
 TR1721;SPC WA N     -   125,261.870   347,534.159   MT  0.99994227   -1 31 28.5
 TR1721;SPC WA N     -   410,963.32  1,140,201.65   sFT  0.99994227   -1 31 28.5
 TR1721;UTM  10      - 5,328,354.225   508,853.107   MT  0.99960096   +0 05 18.7
 TR1721
 TR1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1721!SPC WA N     -   0.99999506  x   0.99994227  =   0.99993733
 TR1721!UTM  10      -   0.99999506  x   0.99960096  =   0.99959602
 TR1721
 TR1721:                Primary Azimuth Mark                     Grid Az
 TR1721:SPC WA N     -  BECKETT USE 1911                         193 49 16.0
 TR1721:UTM  10      -  BECKETT USE 1911                         192 12 28.8
 TR1721
 TR1721|---------------------------------------------------------------------|
 TR1721| PID    Reference Object                     Distance      Geod. Az  |
 TR1721|                                                           dddmmss.s |
 TR1721| TR1724 BECKETT USE 1911                    APPROX. 3.6 KM 1921747.5 |
 TR1721|---------------------------------------------------------------------|
 TR1721
 TR1721                          SUPERSEDED SURVEY CONTROL
 TR1721
 TR1721  NAD 83(1986)-  48 06 30.20173(N)    122 52 51.85513(W) AD(       ) 2
 TR1721  NAD 27      -  48 06 30.86900(N)    122 52 47.22300(W) AD(       ) 2
 TR1721  NGVD 29 (07/19/86)   52.1    (m)          171.     (f) VERT ANG       
 TR1721
 TR1721.Superseded values are not recommended for survey control.
 TR1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1721.See file dsdata.txt to determine how the superseded data were derived.
 TR1721
 TR1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0885328354(NAD 83)
 TR1721
 TR1721  HISTORY     - Date     Condition        Report By
 TR1721  HISTORY     - 1920     MONUMENTED       USE
 TR1721  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR1721  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR1721  HISTORY     - 1953     SEE DESCRIPTION  USGS
 TR1721
 TR1721                          STATION DESCRIPTION
 TR1721
 TR1721'DESCRIBED BY US ENGINEERS 1920
 TR1721'ESTABLISHED OCTOBER 1911.  LOCATED 1/2 MILE NW OF CAPE GEORGE, PORT
 TR1721'DISCOVERY, ON EDGE OF BLUFF, AND IN A SMALL PIECE OF WOODS N OF
 TR1721'CULTIVATED FIELD OF COYNE RANCH.  SE ALONG THE BLUFF IT IS ABOUT
 TR1721'300 FEET TO CULTIVATED FIELD.  ELEVATION ABOUT 179 FEET ABOVE MEAN
 TR1721'LOW WATER.
 TR1721'
 TR1721'MARKED WITH STANDARD CONCRETE MONUMENT AND SIGNAL.
 TR1721'
 TR1721'CONCRETE MONUMENT IS 62.15 FEET DISTANT IN BEARING S. 63 DEG E.  A
 TR1721'1-1/2-INCH IRON PIPE IS 16.75 FEET DISTANT IN BEARING S. 44 DEG E.
 TR1721'A 1-1/2-INCH IRON PIPE AT FOOT OF YEW TREE IS 32.6 FEET DISTANT
 TR1721'IN BEARING S. 24 DEG E.  A NAIL IN YEW STUMP IS 31 FEET DISTANT IN
 TR1721'BEARING S. 8 DEG W.  ART STA. C.G. IS 8.54 FEET DISTANT IN BEARING
 TR1721'S. 56 DEG W.
 TR1721
 TR1721                          STATION RECOVERY (1940)
 TR1721
 TR1721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (RWK)
 TR1721'ON CAPE GEORGE, THE E POINT OF PORT DISCOVERY AND THE FIRST POINT
 TR1721'THAT WILL SEE MIDDLE POINT, JUST W OF A SMALL GULLY MAKING OFF FROM
 TR1721'A SMALL MOUND WHICH IS THE MOST PROMINENT IN THE IMMEDIATE VICINITY
 TR1721'AND ABOUT 50 FEET HIGHER THAN THE STATION.  IT IS ABOUT 170 METERS
 TR1721'NE OF THE NE CORNER OF A FENCED, CLEARED FIELD, ABOUT 17.7 METERS
 TR1721'(INCLINED) FROM END OF A FENCE RUNNING BETWEEN THE MOUND AND
 TR1721'STATION, AND ABOUT 1-1/2 METERS IN FROM THE VERTICAL BLUFF.  A
 TR1721'STANDARD U.S.E. CONCRETE POST SET FLUSH WITH THE GROUND.
 TR1721
 TR1721                          STATION RECOVERY (1942)
 TR1721
 TR1721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GCM)
 TR1721'STATION IS LOCATED ON CAPE GEORGE, ON THE E POINT OF PORT DISCOVERY.
 TR1721'THE STATION IS MARKED BY A CONCRETE POST 5 INCHES SQUARE WITH A
 TR1721'BRASS PLUG MARKED WITH A CROSS SET IN THE TOP.  IT IS ABOUT 5 FEET
 TR1721'FROM THE EDGE OF THE BLUFF AND 122.87 FEET SW OF STATION POST.
 TR1721
 TR1721                          STATION RECOVERY (1953)
 TR1721
 TR1721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 TR1721'STATION DESTROYED.  EDGE OF BLUFF WHERE STATION WAS LOCATED WAS
 TR1721'BROKEN AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1467 ***********************************************************************
 RB1467  DESIGNATION -  COYOTE
 RB1467  PID         -  RB1467
 RB1467  STATE/COUNTY-  WA/BENTON
 RB1467  USGS QUAD   -  WEST OF PATERSON (1993)
 RB1467
 RB1467                         *CURRENT SURVEY CONTROL
 RB1467  ___________________________________________________________________
 RB1467* NAD 83(1991)-  45 55 33.22285(N)    119 41 29.25742(W)     ADJUSTED  
 RB1467* NAVD 88     -       199.6    (meters)     655.     (feet)  VERTCON   
 RB1467  ___________________________________________________________________
 RB1467  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 RB1467  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 RB1467
 RB1467  HORZ ORDER  -  SECOND
 RB1467
 RB1467.The horizontal coordinates were established by classical geodetic methods
 RB1467.and adjusted by the National Geodetic Survey in December 1991..
 RB1467
 RB1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1467
 RB1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1467
 RB1467.The geoid height was determined by GEOID03.
 RB1467
 RB1467;                    North         East     Units Scale Factor Converg.
 RB1467;SPC WA S     -    66,184.916   562,713.372   MT  0.99998030   +0 35 14.4
 RB1467;SPC WA S     -   217,141.68  1,846,168.79   sFT  0.99998030   +0 35 14.4
 RB1467;SPC OR N     -   251,371.825 2,562,713.530   MT  0.99998200   +0 34 24.3
 RB1467;SPC OR N     -   824,710.71  8,407,852.79   iFT  0.99998200   +0 34 24.3
 RB1467;UTM  11      - 5,089,336.641   291,318.336   MT  1.00013539   -1 56 03.7
 RB1467
 RB1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1467!SPC WA S     -   0.99997212  x   0.99998030  =   0.99995242
 RB1467!SPC OR N     -   0.99997212  x   0.99998200  =   0.99995412
 RB1467!UTM  11      -   0.99997212  x   1.00013539  =   1.00010751
 RB1467
 RB1467|---------------------------------------------------------------------|
 RB1467| PID    Reference Object                     Distance      Geod. Az  |
 RB1467|                                                           dddmmss.s |
 RB1467| CF4733 COYOTE RM 1                           7.288 METERS 18524     |
 RB1467| CF4732 COYOTE AZ MK                                       1870659.7 |
 RB1467| CF4734 COYOTE RM 2                           9.256 METERS 25626     |
 RB1467|---------------------------------------------------------------------|
 RB1467
 RB1467                          SUPERSEDED SURVEY CONTROL
 RB1467
 RB1467  NAD 83(1991)-  45 55 33.22337(N)    119 41 29.25730(W) AD(       ) 2
 RB1467  NAD 83(1986)-  45 55 33.23157(N)    119 41 29.24927(W) AD(       ) 2
 RB1467  NAD 27      -  45 55 33.75300(N)    119 41 25.14800(W) AD(       ) 2
 RB1467  NGVD 29 (07/19/86)  198.6    (m)          652.     (f) VERT ANG       
 RB1467
 RB1467.Superseded values are not recommended for survey control.
 RB1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1467.See file dsdata.txt to determine how the superseded data were derived.
 RB1467
 RB1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL9131889337(NAD 83)
 RB1467_MARKER: DS = TRIANGULATION STATION DISK
 RB1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1467
 RB1467  HISTORY     - Date     Condition        Report By
 RB1467  HISTORY     - 1947     MONUMENTED       CGS
 RB1467  HISTORY     - 1959     GOOD             CGS
 RB1467  HISTORY     - 1965     GOOD             CGS
 RB1467
 RB1467                          STATION DESCRIPTION
 RB1467
 RB1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RB1467'THE STATION IS LOCATED ON THE WEST END OF PATERSON RIDGE, ABOUT
 RB1467'5 MILES WEST NORTHWEST OF PATERSON, ABOUT 4 MILES NORTH OF
 RB1467'BLALOCK ISLAND, ABOUT 1.5 MILES NORTH OF THE RIVER HIGHWAY, ABOUT
 RB1467'1 MILE EAST OF GLADE CREEK AND 6 FEET NORTH OF A WHITE WITNESS
 RB1467'POST.
 RB1467'
 RB1467'TO REACH FROM PATERSON RAILWAY STATION, GO WEST AND NORTH TOWARDS
 RB1467'PROSSER, FOR 0.5 MILE TO FORKS.  TAKE LEFT FORK ALONG NORTH SIDE
 RB1467'OF RIVER, FOR 5.0 MILES TO SIDE ROAD RIGHT.  TURN RIGHT ON DIRT
 RB1467'ROAD AND GO NORTHERLY ON THE EAST SIDE OF GLADE CREEK, FOR 1.0
 RB1467'MILES TO FORKS.  TAKE RIGHT FORK AND GO NORTHERLY, FOR 0.25 MILE.
 RB1467'TURN RIGHT ACROSS COUNTRY AND GO NORTHEAST, FOR 0.9 MILE TO TOP
 RB1467'OF RIDGE AND STATION SITE.
 RB1467'
 RB1467'THE STATION MARK IS A STANDARD DISK, STAMPED COYOTE 1947, SET
 RB1467'INTO A SQUARE CONCRETE POST WHICH IS ABOUT FLUSH WITH THE GROUND.
 RB1467'
 RB1467'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED COYOTE NO 1
 RB1467'1947, SET INTO A SQUARE CONCRETE POST WHICH IS ABOUT FLUSH WITH
 RB1467'THE GROUND AND ABOUT THE SAME ELEVATION AS THE STATION.
 RB1467'
 RB1467'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED COYOTE NO 2
 RB1467'1947, SET INTO A SQUARE CONCRETE POST WHICH IS ABOUT FLUSH WITH THE
 RB1467'GROUND AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 RB1467'
 RB1467'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COYOTE 1947, SET INTO
 RB1467'A BOULDER WHICH PROJECTS ABOUT 12 INCHES.  IT IS LOCATED ON A ROCK
 RB1467'STREWN, SAGE BRUSH COVERED HILL, ABOUT 50 FEET LOWER THAN THE
 RB1467'STATION.
 RB1467'
 RB1467'TO REACH FROM THE STATION, GO SOUTH ACROSS-COUNTRY, FOR 0.8 MILE
 RB1467'TO FIRST SAGE COVERED HILL AND THE AZIMUTH MARK.
 RB1467
 RB1467                          STATION RECOVERY (1959)
 RB1467
 RB1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RB1467'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 RB1467'AS DESCRIBED IN GOOD CONDITION.
 RB1467'
 RB1467'A NEW TO REACH FOLLOWS--
 RB1467'
 RB1467'FROM THE U. S. POST OFFICE IN PATERSON GO NWLY 0.6 MILE ON PAVED
 RB1467'ROAD TO JUNCTION WITH WASHINGTON STATE HIGHWAY 8.  CONTINUE N ON
 RB1467'WASHINGTON STATE HIGHWAY 8 FOR 0.35 MILE TO A POINT WHERE THE
 RB1467'POWER TRANSMISSION LINES CROSS OVER THE HIGHWAY.  TURN LEFT (W),
 RB1467'GO THROUGH WIRE GATE, AND FOLLOW THE DIRT ROAD RUNNING BENEATH
 RB1467'THE POWER LINES FOR 4.6 MILES TO A WIRE GATE.  PASS THROUGH GATE
 RB1467'AND CONTINUE ON ROAD TO FIRST POWER LINE TOWERS.  AT THIS POINT
 RB1467'TURN RIGHT (N) AND GO UP SLOPE CROSS-COUNTRY FOR 0.35 MILE TO
 RB1467'TOP OF RIDGE AND STATION.
 RB1467'
 RB1467'TO REACH AZIMUTH MARK FROM STATION, GO S CROSS-COUNTRY FOR 0.8
 RB1467'MILE TO FIRST SAGE COVERED HILL AND THE AZIMUTH MARK.
 RB1467'
 RB1467'DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND AZIMUTH MARK WERE
 RB1467'NOT MEASURED AT THIS TIME.
 RB1467
 RB1467                          STATION RECOVERY (1965)
 RB1467
 RB1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RB1467'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RB1467'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 RB1467'SEARCHED FOR BUT NOT RECOVERED BUT IT IS NOT BELIEVED TO BE
 RB1467'DESTROYED.  A METAL WITNESS POST WAS PLACED 2 FEET WEST OF THE
 RB1467'STATION MARK.  LANDMARKS HAVE CHANGED, A NEW TO REACH FOLLOWS.
 RB1467'
 RB1467'TO REACH THE STATION FROM THE PATERSON POST OFFICE GO SOUTH ON
 RB1467'STATE HIGHWAY 221 FOR 0.15 MILE TO THE JUNCTION WITH STATE
 RB1467'HIGHWAY 12, TURN RIGHT AND GO WEST ON STATE HIGHWAY 12 FOR 4.1
 RB1467'MILES TO A DRIVEWAY ON THE RIGHT, THIS IS 1.2 MILES BEFORE
 RB1467'REACHING THE CONCRETE BRIDGE OVER GLADE CREEK, TURN RIGHT AND GO
 RB1467'WEST ON THE DIRT DRIVEWAY FOR 0.6 MILE TO A DWELLING, PASS TO
 RB1467'THE RIGHT OF THE DWELLING AND CONTINUE WEST AND NORTH ON THE
 RB1467'MAIN TRAVELED ROAD FOR 1.4 MILES TO A GATE, PASS THRU THE GATE
 RB1467'AND CONTINUE NORTH ON TRACK ROAD FOR 0.7 MILE TO THE POWER
 RB1467'LINE, TURN RIGHT AND GO EAST PARALLELING THE POWER LINE FOR 0.2
 RB1467'MILE TO A SADDLE, HERE LEAVE THE POWER LINE AND PICK YOUR WAY
 RB1467'NORTH ACROSS COUNTRY FOR 0.4 MILE TO THE SUMMIT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1199 ***********************************************************************
 SW1199  DESIGNATION -  COYOTE 1934
 SW1199  PID         -  SW1199
 SW1199  STATE/COUNTY-  WA/FERRY
 SW1199  USGS QUAD   -  LINCOLN (1985)
 SW1199
 SW1199                         *CURRENT SURVEY CONTROL
 SW1199  ___________________________________________________________________
 SW1199* NAD 83(1991)-  47 50 44.76910(N)    118 24 52.49825(W)     ADJUSTED  
 SW1199* NAVD 88     -       659.2    (meters)    2163.     (feet)  VERTCON   
 SW1199  ___________________________________________________________________
 SW1199  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 SW1199  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 SW1199
 SW1199  HORZ ORDER  -  SECOND
 SW1199
 SW1199.The horizontal coordinates were established by classical geodetic methods
 SW1199.and adjusted by the National Geodetic Survey in December 1991..
 SW1199
 SW1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1199
 SW1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1199
 SW1199.The geoid height was determined by GEOID03.
 SW1199
 SW1199;                    North         East     Units Scale Factor Converg.
 SW1199;SPC WA N     -    96,878.762   680,999.222   MT  0.99995348   +1 48 02.9
 SW1199;SPC WA N     -   317,843.07  2,234,244.95   sFT  0.99995348   +1 48 02.9
 SW1199;UTM  11      - 5,300,126.985   394,165.402   MT  0.99973764   -1 02 55.6
 SW1199
 SW1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1199!SPC WA N     -   0.99989970  x   0.99995348  =   0.99985319
 SW1199!UTM  11      -   0.99989970  x   0.99973764  =   0.99963737
 SW1199
 SW1199:                Primary Azimuth Mark                     Grid Az
 SW1199:SPC WA N     -  CHINA 1934                               081 25 33.6
 SW1199:UTM  11      -  CHINA 1934                               084 16 32.1
 SW1199
 SW1199|---------------------------------------------------------------------|
 SW1199| PID    Reference Object                     Distance      Geod. Az  |
 SW1199|                                                           dddmmss.s |
 SW1199| SW1202 CHINA 1934                          APPROX. 1.5 KM 0831336.5 |
 SW1199|---------------------------------------------------------------------|
 SW1199
 SW1199                          SUPERSEDED SURVEY CONTROL
 SW1199
 SW1199  NAD 83(1986)-  47 50 44.77951(N)    118 24 52.49493(W) AD(       ) 2
 SW1199  NAD 27      -  47 50 45.22400(N)    118 24 48.52500(W) AD(       ) 2
 SW1199  NGVD 29 (07/19/86)  658.0    (m)         2159.     (f) VERT ANG       
 SW1199
 SW1199.Superseded values are not recommended for survey control.
 SW1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1199.See file dsdata.txt to determine how the superseded data were derived.
 SW1199
 SW1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP9416500127(NAD 83)
 SW1199_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1199_SETTING: 66 = SET IN ROCK OUTCROP
 SW1199_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1199
 SW1199  HISTORY     - Date     Condition        Report By
 SW1199  HISTORY     - 1934     MONUMENTED       BOR
 SW1199  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1199
 SW1199                          STATION DESCRIPTION
 SW1199
 SW1199'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1199'STATION IS APPROXIMATELY 2 MILES DOWNSTREAM (W) OF PEACH, ON THE
 SW1199'COLUMBIA RIVER, IN NW 1/4 SEC. 16, 27, 35.  ON SMALL ROCK LEDGE
 SW1199'JUST BELOW BENCH OF FIRST RIDGE E OF LARGE BAR IN RIVER.
 SW1199'
 SW1199'TO REACH STATION BY CAR FROM W. LINCOLN FERRY LANDING, TAKE FIRST
 SW1199'LEFT FORK.  THROUGH GATE AT 0.1.  0.4, THROUGH GATE, THEN THROUGH
 SW1199'GROUP OF TREES.  0.9, THROUGH GATE AND FOLLOW WINDING ROAD ACROSS
 SW1199'MEADOW.  1.0, TAKE LEFT FORK.  1.3, TAKE LEFT.  1.7, THROUGH
 SW1199'GATE.  1.9, GO RIGHT UP SMALL DRAW TO BENCH.  2.2, THROUGH GATE
 SW1199'AND CONTINUE UP HILL.  2.4, THROUGH GATE.  2.65, TAKE LEFT FORK
 SW1199'AND CONTINUE AHEAD.  3.0, CROSS ROADS, STRAIGHT AHEAD.  3.5,
 SW1199'THROUGH GATE.  4.3, THROUGH GATE AND DOWN LANE.  4.5, CROSS
 SW1199'SHORT STEEP DRAW AND PASS FARMHOUSE.  4.6, TAKE RIGHT FORK
 SW1199'ACROSS FIELD.  4.9, RIGHT ON OLD ROAD.  5.2, CROSS DRAW,
 SW1199'THROUGH GATE.  5.3, RIGHT UP HILL.  5.4, THROUGH GATE,
 SW1199'LEFT FORK BEYOND.  5.5, SHARP RIGHT ALONG FIELD.  5.8,
 SW1199'TOP OF BENCH, CROSS FIELD TOWARD ROCKS.  6.2, GAP IN ROCKS,
 SW1199'STRAW STACK, CORRAL, PASS CORRAL AND KEEP RIGHT ON CONTOUR.
 SW1199'6.4, CROSS FENCE.  6.5, PASS ABOVE DRAW.  6.6, LEAVE CAR.
 SW1199'FOLLOW BENCH 1 MILE W TO STATION.
 SW1199'
 SW1199'STATION MARK IS SET ACCORDING TO NOTE 3.
 SW1199'
 SW1199'HEIGHT OF STAND ABOVE STATION MARK - 1.76 METERS.
 SW1199
 SW1199                          STATION RECOVERY (1947)
 SW1199
 SW1199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1199'A THOROUGH SEARCH IN THE AREA INDICATED BY THE GEOGRAPHIC POSITION
 SW1199'REVEALED NO TRACE OF THE STATION.  IT IS RECOMMENDED THAT THIS
 SW1199'STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1600 ***********************************************************************
 SA1600  DESIGNATION -  CP 1 RM
 SA1600  PID         -  SA1600
 SA1600  STATE/COUNTY-  WA/YAKIMA
 SA1600  USGS QUAD   -  PRIEST RAPIDS (1978)
 SA1600
 SA1600                         *CURRENT SURVEY CONTROL
 SA1600  ___________________________________________________________________
 SA1600* NAD 83(1986)-  46 37 55.     (N)    119 54 02.     (W)     SCALED    
 SA1600* NAVD 88     -       134.156  (meters)     440.14   (feet)  ADJUSTED  
 SA1600  ___________________________________________________________________
 SA1600  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 SA1600  DYNAMIC HT  -         134.163 (meters)     440.17  (feet)  COMP
 SA1600  MODELED GRAV-     980,664.9   (mgal)                       NAVD 88
 SA1600
 SA1600  VERT ORDER  -  SECOND    CLASS 0
 SA1600
 SA1600.The horizontal coordinates were scaled from a topographic map and have
 SA1600.an estimated accuracy of +/- 6 seconds.
 SA1600
 SA1600.The orthometric height was determined by differential leveling
 SA1600.and adjusted by the National Geodetic Survey in June 1991..
 SA1600
 SA1600.The geoid height was determined by GEOID03.
 SA1600
 SA1600.The dynamic height is computed by dividing the NAVD 88
 SA1600.geopotential number by the normal gravity value computed on the
 SA1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1600.degrees latitude (g = 980.6199 gals.).
 SA1600
 SA1600.The modeled gravity was interpolated from observed gravity values.
 SA1600
 SA1600;                    North         East    Units  Estimated Accuracy
 SA1600;SPC WA S     -   144,520.      545,900.      MT  (+/- 180 meters Scaled)
 SA1600
 SA1600                          SUPERSEDED SURVEY CONTROL
 SA1600
 SA1600  NGVD 29 (??/??/92)  133.09   (m)          436.6    (f) COMPUTED    2 0
 SA1600
 SA1600.Superseded values are not recommended for survey control.
 SA1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1600.See file dsdata.txt to determine how the superseded data were derived.
 SA1600
 SA1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM779683(NAD 83)
 SA1600_MARKER: DD = SURVEY DISK
 SA1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1600_STAMPING: C-P1 1946
 SA1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1600+STABILITY: SURFACE MOTION
 SA1600
 SA1600  HISTORY     - Date     Condition        Report By
 SA1600  HISTORY     - 1946     MONUMENTED       DOD
 SA1600  HISTORY     - 1946     GOOD             NGS
 SA1600
 SA1600                          STATION DESCRIPTION
 SA1600
 SA1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SA1600'0.8 MI SE FROM PRIEST RAPIDS.
 SA1600'ALONG THE PRIEST RAPIDS-VERNITA GRAVEL ROAD, 0.8 MILE SOUTHEAST OF THE
 SA1600'PRIEST RAPIDS POWER PLANT AT PRIEST RAPIDS, 0.5 MILE SOUTHEAST OF
 SA1600'PRIEST RAPIDS SCHOOL, 0.25 MILE NORTHWEST OF MILE POST NO. 16 WHICH IS
 SA1600'ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 445.5 FEET
 SA1600'WEST OF TRAVERSE STATION, 52.0 FEET NORTHEAST OF CENTER OF ROAD, 4.0
 SA1600'FEET SOUTHEAST OF REFERENCE POST, A U.S. ENGINEER DEPARTMENT TRAVERSE
 SA1600'STATION REFERENCE MARK BRONZE DISK SET IN TOP OF A CONCRETE POST ABOUT
 SA1600'4 FEET ABOVE THE ROAD AT THE HIGHEST POINT OF A SMALL KNOLL AND
 SA1600'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1019 ***********************************************************************
 TP1019  DESIGNATION -  CP 112
 TP1019  PID         -  TP1019
 TP1019  STATE/COUNTY-  WA/FERRY
 TP1019  USGS QUAD   -  CEDONIA (1994)
 TP1019
 TP1019                         *CURRENT SURVEY CONTROL
 TP1019  ___________________________________________________________________
 TP1019* NAD 83(1991)-  48 09 37.56694(N)    118 12 19.90657(W)     ADJUSTED  
 TP1019* NAVD 88     -       474.8    (meters)    1558.     (feet)  VERTCON   
 TP1019  ___________________________________________________________________
 TP1019  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 TP1019  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 TP1019
 TP1019  HORZ ORDER  -  SECOND
 TP1019
 TP1019.The horizontal coordinates were established by classical geodetic methods
 TP1019.and adjusted by the National Geodetic Survey in December 1991..
 TP1019
 TP1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1019
 TP1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1019
 TP1019.The geoid height was determined by GEOID03.
 TP1019
 TP1019;                    North         East     Units Scale Factor Converg.
 TP1019;SPC WA N     -   132,357.228   695,442.777   MT  0.99994253   +1 57 23.2
 TP1019;SPC WA N     -   434,242.01  2,281,631.84   sFT  0.99994253   +1 57 23.2
 TP1019;UTM  11      - 5,334,834.868   410,352.806   MT  0.99969875   -0 53 53.5
 TP1019
 TP1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1019!SPC WA N     -   0.99992848  x   0.99994253  =   0.99987101
 TP1019!UTM  11      -   0.99992848  x   0.99969875  =   0.99962725
 TP1019
 TP1019|---------------------------------------------------------------------|
 TP1019| PID    Reference Object                     Distance      Geod. Az  |
 TP1019|                                                           dddmmss.s |
 TP1019| CF1283 CP 112 RM 1                           9.275 METERS 01116     |
 TP1019| TP1034 LANDSLIDE                           APPROX. 3.5 KM 0351652.2 |
 TP1019|---------------------------------------------------------------------|
 TP1019
 TP1019                          SUPERSEDED SURVEY CONTROL
 TP1019
 TP1019  NAD 83(1986)-  48 09 37.57732(N)    118 12 19.90219(W) AD(       ) 2
 TP1019  NAD 27      -  48 09 37.98400(N)    118 12 15.94700(W) AD(       ) 2
 TP1019  NGVD 29 (07/19/86)  473.6    (m)         1554.     (f) VERT ANG       
 TP1019
 TP1019.Superseded values are not recommended for survey control.
 TP1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1019.See file dsdata.txt to determine how the superseded data were derived.
 TP1019
 TP1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1035334835(NAD 83)
 TP1019_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1019
 TP1019  HISTORY     - Date     Condition        Report By
 TP1019  HISTORY     - 1936     MONUMENTED       BOR
 TP1019  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TP1019
 TP1019                          STATION DESCRIPTION
 TP1019
 TP1019'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP1019'LOCATED ABOUT 1/2 MILE SW OF SECTION CORNER 24-19/25-30, T. 31 N.,
 TP1019'RS. 36-37 E., ALONG GRASSY SLOPE ON THIRD LATERAL RIDGE SLOPING
 TP1019'E.  S OF FENCE LINE.
 TP1019'
 TP1019'TO REACH STATION CROSS HUNTERS FERRY GOING N AT 0.0.  TAKE RIGHT
 TP1019'FORK AT 0.2.  TAKE LEFT FORK ON MAIN ROAD AT 0.8.  TAKE RIGHT FORK
 TP1019'AT 1.4.  FOUR-WAY JUNCTION AT 3.0, TURN SHARP RIGHT ON QUILL
 TP1019'ROAD.  THROUGH GATE AT 3.1.  STRAIGHT AHEAD AT 3.3 OFF QUILL
 TP1019'ROAD.  AT 3.35 TAKE LEFT FORK ALONG TOP OF RIDGE.  AT 3.7, BEFORE
 TP1019'REACHING FENCE, TURN LEFT ACROSS COUNTRY, DRIVE AROUND DRAW THEN
 TP1019'S ON RIDGE.  AT 3.9 CROSS FENCE OVER TOP OF RIDGE.  CONTINUE
 TP1019'ALONG RIDGE TO STATION AT 4.6 MILES.
 TP1019'
 TP1019'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 23,
 TP1019'RESPECTIVELY.
 TP1019
 TP1019                          STATION RECOVERY (1948)
 TP1019
 TP1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JTJ)
 TP1019'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS NOW
 TP1019'INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 TP1019'
 TP1019'STATION IS LOCATED ON THE W SIDE OF LAKE ROOSEVELT, 3.4 MILES S
 TP1019'OF COVADA POST OFFICE, 1.4 MILES NW OF CEDONIA POST OFFICE, AND
 TP1019'2.8 MILES S OF MOUTH OF STRAY DOG CANYON.  IT IS 300 METERS INSHORE
 TP1019'AND APPROXIMATELY 200 FEET ABOVE LAKE LEVEL, ON SHOULDER OF A
 TP1019'RIDGE FACING THE LAKE, AND 300 METERS SSE OF A GROUP OF PINE TREES
 TP1019'ON THE CREST OF THE RIDGE ON WHICH THE STATION IS LOCATED.
 TP1019'
 TP1019'STATION MARK IS A STANDARD U.S.B.R. DISK STAMPED CP-112 1935 UL
 TP1019'3772+90.61 CONTAINED IN A 6- BY 6-INCH CONCRETE MONUMENT WHICH
 TP1019'PROJECTS 1/2 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0236 ***********************************************************************
 TP0236  DESIGNATION -  CP 14 RM 1
 TP0236  PID         -  TP0236
 TP0236  STATE/COUNTY-  WA/FERRY
 TP0236  USGS QUAD   -  KELLER (1993)
 TP0236
 TP0236                         *CURRENT SURVEY CONTROL
 TP0236  ___________________________________________________________________
 TP0236* NAD 83(1986)-  48 01 25.     (N)    118 40 14.     (W)     SCALED    
 TP0236* NAVD 88     -       426.864  (meters)    1400.47   (feet)  ADJUSTED  
 TP0236  ___________________________________________________________________
 TP0236  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 TP0236  DYNAMIC HT  -         426.893 (meters)    1400.56  (feet)  COMP
 TP0236  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 TP0236
 TP0236  VERT ORDER  -  FIRST     CLASS II
 TP0236
 TP0236.The horizontal coordinates were scaled from a topographic map and have
 TP0236.an estimated accuracy of +/- 6 seconds.
 TP0236
 TP0236.The orthometric height was determined by differential leveling
 TP0236.and adjusted by the National Geodetic Survey in June 1991..
 TP0236
 TP0236.The geoid height was determined by GEOID03.
 TP0236
 TP0236.The dynamic height is computed by dividing the NAVD 88
 TP0236.geopotential number by the normal gravity value computed on the
 TP0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0236.degrees latitude (g = 980.6199 gals.).
 TP0236
 TP0236.The modeled gravity was interpolated from observed gravity values.
 TP0236
 TP0236;                    North         East    Units  Estimated Accuracy
 TP0236;SPC WA N     -   116,070.      661,290.      MT  (+/- 180 meters Scaled)
 TP0236
 TP0236                          SUPERSEDED SURVEY CONTROL
 TP0236
 TP0236  NGVD 29 (??/??/92)  425.604  (m)         1396.34   (f) ADJ UNCH    1 2
 TP0236
 TP0236.Superseded values are not recommended for survey control.
 TP0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0236.See file dsdata.txt to determine how the superseded data were derived.
 TP0236
 TP0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP754202(NAD 83)
 TP0236_MARKER: DD = SURVEY DISK
 TP0236_SETTING: 66 = SET IN ROCK OUTCROP
 TP0236_SP_SET: BEDROCK
 TP0236_STAMPING: C.P.14 R M NO.1 1935 U.L.S.P.29409.65
 TP0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0236+STABILITY: POSITION/ELEVATION WELL
 TP0236
 TP0236  HISTORY     - Date     Condition        Report By
 TP0236  HISTORY     - 1935     MONUMENTED       BOR
 TP0236  HISTORY     - 1946     GOOD             NGS
 TP0236  HISTORY     - 1966     GOOD             NGS
 TP0236
 TP0236                          STATION DESCRIPTION
 TP0236
 TP0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0236'4.15 MI S FROM KELLER.
 TP0236'4.15 MILES SOUTH ALONG STATE HIGHWAY NO. 4 FROM THE POST OFFICE AT
 TP0236'KELLER, 6.2 MILES NORTH OF THE FERRY LANDING AT COLUMBIA RIVER, ON THE
 TP0236'OUTSIDE OF A CURVE, 17.0 FEET SOUTH OF A HIGH PROMINENT ROCK OUTCROP,
 TP0236'91.0 FEET SOUTHEAST OF THE SOUTH END OF A LONG GUARD RAIL, 89.0 FEET
 TP0236'EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 40.0 FEET WEST OF THE
 TP0236'RIVER BANK, A TRIANGULATION REFERENCE MARK DISK IN TOP OF BEDROCK,
 TP0236'ABOUT 0.5 FOOT ABOVE THE IMMEDIATE GROUND LEVEL, AND ABOUT LEVEL WITH
 TP0236'THE HIGHWAY.
 TP0236
 TP0236                          STATION RECOVERY (1966)
 TP0236
 TP0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TP0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1603 ***********************************************************************
 SA1603  DESIGNATION -  CP 2
 SA1603  PID         -  SA1603
 SA1603  STATE/COUNTY-  WA/YAKIMA
 SA1603  USGS QUAD   -  PRIEST RAPIDS (1978)
 SA1603
 SA1603                         *CURRENT SURVEY CONTROL
 SA1603  ___________________________________________________________________
 SA1603* NAD 83(1986)-  46 38 40.     (N)    119 55 18.     (W)     SCALED    
 SA1603* NAVD 88     -       138.163  (meters)     453.29   (feet)  ADJUSTED  
 SA1603  ___________________________________________________________________
 SA1603  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SA1603  DYNAMIC HT  -         138.171 (meters)     453.32  (feet)  COMP
 SA1603  MODELED GRAV-     980,672.1   (mgal)                       NAVD 88
 SA1603
 SA1603  VERT ORDER  -  SECOND    CLASS 0
 SA1603
 SA1603.The horizontal coordinates were scaled from a topographic map and have
 SA1603.an estimated accuracy of +/- 6 seconds.
 SA1603
 SA1603.The orthometric height was determined by differential leveling
 SA1603.and adjusted by the National Geodetic Survey in June 1991..
 SA1603
 SA1603.The geoid height was determined by GEOID03.
 SA1603
 SA1603.The dynamic height is computed by dividing the NAVD 88
 SA1603.geopotential number by the normal gravity value computed on the
 SA1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1603.degrees latitude (g = 980.6199 gals.).
 SA1603
 SA1603.The modeled gravity was interpolated from observed gravity values.
 SA1603
 SA1603;                    North         East    Units  Estimated Accuracy
 SA1603;SPC WA S     -   145,890.      544,270.      MT  (+/- 180 meters Scaled)
 SA1603
 SA1603                          SUPERSEDED SURVEY CONTROL
 SA1603
 SA1603  NGVD 29 (??/??/92)  137.096  (m)          449.79   (f) ADJ UNCH    2 0
 SA1603
 SA1603.Superseded values are not recommended for survey control.
 SA1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1603.See file dsdata.txt to determine how the superseded data were derived.
 SA1603
 SA1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM764698(NAD 83)
 SA1603_MARKER: DD = SURVEY DISK
 SA1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1603_STAMPING: C-P2 1946
 SA1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1603+STABILITY: SURFACE MOTION
 SA1603
 SA1603  HISTORY     - Date     Condition        Report By
 SA1603  HISTORY     - 1946     MONUMENTED       DOD
 SA1603  HISTORY     - 1946     GOOD             NGS
 SA1603  HISTORY     - 1965     MARK NOT FOUND   USGS
 SA1603
 SA1603                          STATION DESCRIPTION
 SA1603
 SA1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SA1603'0.7 MI NW FROM PRIEST RAPIDS.
 SA1603'TO REACH FROM THE PRIEST RAPIDS POWER PLANT AT PRIEST RAPIDS, PROCEED
 SA1603'0.7 MILE NORTHWEST ALONG THE TOP OF A DIRT DIKE ALONG THE NORTHEAST
 SA1603'SIDE OF A CANAL WHICH LEADS INTO THE POWER HOUSE, STATION IS IN CENTER
 SA1603'AND TOP OF DIRT DIKE 212.0 FEET NORTHWEST OF REFERENCE MARK, A U.S.
 SA1603'ENGINEER DEPARTMENT TRAVERSE STATION BRONZE DISK SET IN CONCRETE POST
 SA1603'AT CENTER OF DIKE AND PROJECTING 0.2 FOOT ABOVE GROUND.
 SA1603
 SA1603                          STATION RECOVERY (1965)
 SA1603
 SA1603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA1603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0483 ***********************************************************************
 TO0483  DESIGNATION -  CP 265
 TO0483  PID         -  TO0483
 TO0483  STATE/COUNTY-  WA/STEVENS
 TO0483  USGS QUAD   -  ONION CREEK (1982)
 TO0483
 TO0483                         *CURRENT SURVEY CONTROL
 TO0483  ___________________________________________________________________
 TO0483* NAD 83(1986)-  48 52 10.     (N)    117 52 19.     (W)     SCALED    
 TO0483* NAVD 88     -       416.802  (meters)    1367.46   (feet)  ADJUSTED  
 TO0483  ___________________________________________________________________
 TO0483  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TO0483  DYNAMIC HT  -         416.873 (meters)    1367.69  (feet)  COMP
 TO0483  MODELED GRAV-     980,768.9   (mgal)                       NAVD 88
 TO0483
 TO0483  VERT ORDER  -  FIRST     CLASS II
 TO0483
 TO0483.The horizontal coordinates were scaled from a topographic map and have
 TO0483.an estimated accuracy of +/- 6 seconds.
 TO0483
 TO0483.The orthometric height was determined by differential leveling
 TO0483.and adjusted by the National Geodetic Survey in June 1991..
 TO0483
 TO0483.The geoid height was determined by GEOID03.
 TO0483
 TO0483.The dynamic height is computed by dividing the NAVD 88
 TO0483.geopotential number by the normal gravity value computed on the
 TO0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0483.degrees latitude (g = 980.6199 gals.).
 TO0483
 TO0483.The modeled gravity was interpolated from observed gravity values.
 TO0483
 TO0483;                    North         East    Units  Estimated Accuracy
 TO0483;SPC WA N     -   212,040.      717,210.      MT  (+/- 180 meters Scaled)
 TO0483
 TO0483                          SUPERSEDED SURVEY CONTROL
 TO0483
 TO0483  NGVD 29 (??/??/92)  415.563  (m)         1363.39   (f) ADJ UNCH    1 2
 TO0483
 TO0483.Superseded values are not recommended for survey control.
 TO0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0483.See file dsdata.txt to determine how the superseded data were derived.
 TO0483
 TO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ360133(NAD 83)
 TO0483_MARKER: DD = SURVEY DISK
 TO0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0483_STAMPING: CP 265 1936 (UR 9607 17.57)
 TO0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0483+STABILITY: SURFACE MOTION
 TO0483
 TO0483  HISTORY     - Date     Condition        Report By
 TO0483  HISTORY     - 1938     MONUMENTED       BOR
 TO0483  HISTORY     - 1948     GOOD             NGS
 TO0483
 TO0483                          STATION DESCRIPTION
 TO0483
 TO0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TO0483'2.14 MI NE FROM MARBLE.
 TO0483'LOCATED ON BENCH AT HEAD OF COVE AT SOUTH END OF LITTLE DALLES, 350
 TO0483'METERS EAST OF RAILROAD CROSSING, 39 FEET N OF DIRT ROAD, 99 FEET N OF
 TO0483'TRACK CENTERLINE, 28 FEET BELOW TRACK LEVEL.  TO REACH, TAKE ROAD TO
 TO0483'THE LITTLE DALLES.  CROSS RAILROAD AND TURN LEFT.  CONTINUE ABOUT 2000
 TO0483'FEET CONTINUING ON LEFT FORKS OR MAIN ROAD.  A DISK SET IN A CONCRETE
 TO0483'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1370 ***********************************************************************
 SW1370  DESIGNATION -  CP SP 3
 SW1370  PID         -  SW1370
 SW1370  STATE/COUNTY-  WA/FERRY
 SW1370  USGS QUAD   -  KELLER FERRY (1989)
 SW1370
 SW1370                         *CURRENT SURVEY CONTROL
 SW1370  ___________________________________________________________________
 SW1370* NAD 83(1991)-  47 57 33.97762(N)    118 41 04.49760(W)     ADJUSTED  
 SW1370* NAVD 88     -       413.1    (meters)    1355.     (feet)  VERTCON   
 SW1370  ___________________________________________________________________
 SW1370  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 SW1370  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 SW1370
 SW1370  HORZ ORDER  -  SECOND
 SW1370
 SW1370.The horizontal coordinates were established by classical geodetic methods
 SW1370.and adjusted by the National Geodetic Survey in December 1991..
 SW1370
 SW1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1370
 SW1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1370
 SW1370.The geoid height was determined by GEOID03.
 SW1370
 SW1370;                    North         East     Units Scale Factor Converg.
 SW1370;SPC WA N     -   108,912.282   660,447.428   MT  0.99994606   +1 35 59.2
 SW1370;SPC WA N     -   357,323.05  2,166,817.94   sFT  0.99994606   +1 35 59.2
 SW1370;UTM  11      - 5,313,165.170   374,241.082   MT  0.99979433   -1 15 04.5
 SW1370
 SW1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1370!SPC WA N     -   0.99993829  x   0.99994606  =   0.99988436
 SW1370!UTM  11      -   0.99993829  x   0.99979433  =   0.99973264
 SW1370
 SW1370:                Primary Azimuth Mark                     Grid Az
 SW1370:SPC WA N     -  SAGE                                     310 56 47.5
 SW1370:UTM  11      -  SAGE                                     313 47 51.2
 SW1370
 SW1370|---------------------------------------------------------------------|
 SW1370| PID    Reference Object                     Distance      Geod. Az  |
 SW1370|                                                           dddmmss.s |
 SW1370| SW1359 SAGE                                APPROX. 1.7 KM 3123246.7 |
 SW1370| CF1284 CP SP 3 RM 1                          8.710 METERS 35756     |
 SW1370|---------------------------------------------------------------------|
 SW1370
 SW1370                          SUPERSEDED SURVEY CONTROL
 SW1370
 SW1370  NAD 83(1986)-  47 57 33.98896(N)    118 41 04.49498(W) AD(       ) 2
 SW1370  NAD 27      -  47 57 34.43100(N)    118 41 00.46000(W) AD(       ) 2
 SW1370  NGVD 29 (07/19/86)  411.8    (m)         1351.     (f) VERT ANG       
 SW1370
 SW1370.Superseded values are not recommended for survey control.
 SW1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1370.See file dsdata.txt to determine how the superseded data were derived.
 SW1370
 SW1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP7424113165(NAD 83)
 SW1370_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1370_SETTING: 80 = SET IN A BOULDER
 SW1370_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1370
 SW1370  HISTORY     - Date     Condition        Report By
 SW1370  HISTORY     - 1936     MONUMENTED       BOR
 SW1370  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1370
 SW1370                          STATION DESCRIPTION
 SW1370
 SW1370'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 SW1370'LOCATED 1 MILE N OF MOUTH OF SAN POIL RIVER, APPROXIMATELY 4
 SW1370'MILES S OF KELLER, IN THE NE 1/4 SEC. 5, T. 28 N., R. 33 E. WM, ON
 SW1370'W EDGE OF BENCH ABOUT 1,325 FEET IN ELEVATION ABOVE PROMINENT ROCK
 SW1370'CLIFFS, JUST E OF PROMINENT LONE PINE TREE WITH MANY FORKS IN TOP.
 SW1370'
 SW1370'STATION IS REACHED AS FOLLOWS--FROM FIRST BRIDGE N OF MOUTH OF
 SW1370'SAN POIL RIVER, DRIVE 0.4 MILE N TO GATE AT RIGHT SIDE OF HIGHWAY,
 SW1370'GO THROUGH GATE AND DRIVE 1 MILE S ON DIRT ROAD.
 SW1370'
 SW1370'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 5 AND 23,
 SW1370'RESPECTIVELY.
 SW1370'
 SW1370'HEIGHT OF STAND ABOVE STATION MARK - 1.18 METERS.
 SW1370
 SW1370                          STATION RECOVERY (1947)
 SW1370
 SW1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1370'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 SW1370'DESCRIBED BY THE U.S.B.R. IN 1936.  THE DESCRIPTION IS ADEQUATE
 SW1370'WITH THE FOLLOWING DELETION AND ADDITIONS NOTED BELOW--
 SW1370'
 SW1370'1.  DELETE THE DIRECTIONS ON REACHING THE STATION AS THERE ARE
 SW1370'NO ROADS IN THE VICINITY.
 SW1370'
 SW1370'2.  THE STATION IS A STANDARD U.S.B.R. TRIANGULATION STATION
 SW1370'DISK SET ACCORDING TO NOTE 5, STAMPED CP SP 3 (SS) 1015 + 83.61
 SW1370'1936, AND IS SET FLUSH WITH THE GROUND.  THE REFERENCE MARK IS A
 SW1370'3- BY 3-INCH WOODEN POST WITH A TRIANGLE OF TACKS IN THE TOP AND
 SW1370'PROJECTS 2-1/2 FEET ABOVE THE GROUND.
 SW1370'
 SW1370'3.  THE STATION IS BEST REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1366 ***********************************************************************
 SW1366  DESIGNATION -  CP SP 7
 SW1366  PID         -  SW1366
 SW1366  STATE/COUNTY-  WA/FERRY
 SW1366  USGS QUAD   -  KELLER FERRY (1989)
 SW1366
 SW1366                         *CURRENT SURVEY CONTROL
 SW1366  ___________________________________________________________________
 SW1366* NAD 83(1991)-  47 58 44.92185(N)    118 40 43.49651(W)     ADJUSTED  
 SW1366* NAVD 88     -       422.4    (meters)    1386.     (feet)  VERTCON   
 SW1366  ___________________________________________________________________
 SW1366  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 SW1366  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 SW1366
 SW1366  HORZ ORDER  -  SECOND
 SW1366
 SW1366.The horizontal coordinates were established by classical geodetic methods
 SW1366.and adjusted by the National Geodetic Survey in December 1991..
 SW1366
 SW1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1366
 SW1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1366
 SW1366.The geoid height was determined by GEOID03.
 SW1366
 SW1366;                    North         East     Units Scale Factor Converg.
 SW1366;SPC WA N     -   111,114.669   660,821.577   MT  0.99994517   +1 36 14.9
 SW1366;SPC WA N     -   364,548.71  2,168,045.46   sFT  0.99994517   +1 36 14.9
 SW1366;UTM  11      - 5,315,345.888   374,724.247   MT  0.99979284   -1 14 50.3
 SW1366
 SW1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1366!SPC WA N     -   0.99993683  x   0.99994517  =   0.99988200
 SW1366!UTM  11      -   0.99993683  x   0.99979284  =   0.99972968
 SW1366
 SW1366|---------------------------------------------------------------------|
 SW1366| PID    Reference Object                     Distance      Geod. Az  |
 SW1366|                                                           dddmmss.s |
 SW1366| CF1285 CP SP 7 RM 1                         13.779 METERS 13635     |
 SW1366| SW1359 SAGE                                APPROX. 2.0 KM 2383822.4 |
 SW1366|---------------------------------------------------------------------|
 SW1366
 SW1366                          SUPERSEDED SURVEY CONTROL
 SW1366
 SW1366  NAD 83(1986)-  47 58 44.93329(N)    118 40 43.49389(W) AD(       ) 2
 SW1366  NAD 27      -  47 58 45.37200(N)    118 40 39.45900(W) AD(       ) 2
 SW1366  NGVD 29 (07/19/86)  421.1    (m)         1382.     (f) VERT ANG       
 SW1366
 SW1366.Superseded values are not recommended for survey control.
 SW1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1366.See file dsdata.txt to determine how the superseded data were derived.
 SW1366
 SW1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP7472415346(NAD 83)
 SW1366_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1366_SETTING: 80 = SET IN A BOULDER
 SW1366_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1366
 SW1366  HISTORY     - Date     Condition        Report By
 SW1366  HISTORY     - 1936     MONUMENTED       BOR
 SW1366  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1366
 SW1366                          STATION DESCRIPTION
 SW1366
 SW1366'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 SW1366'LOCATED IN SE 1/4 SEC. 29, T. 29 N., R. 33 E., WM, ON POINT AT
 SW1366'W EDGE OF FLAT BENCH ABOUT 1,350 FEET IN ELEVATION, AT N SIDE
 SW1366'OF DEEP DRAW, AND ABOUT 150 FEET NW FROM E-W-N FENCE INTERSECTION.
 SW1366'
 SW1366'TO REACH STATION FROM KELLER (CLARKE) FERRY, 0.0 MILES.  DRIVE
 SW1366'N ON STATE HIGHWAY 4 2.95 MILES, TURN RIGHT OFF STATE ROAD,
 SW1366'THROUGH WOODEN GATE INTO FARMYARD.  STATION IS ABOUT 1/4 MILE
 SW1366'SE FROM FARM ON HIGHEST BENCH.  IF ROADS ARE DRY, FOLLOW E FROM
 SW1366'FARM AND UP ROAD ALONG GULLY TO FIRST BENCH, THENCE S ALONG
 SW1366'BENCH AND SWITCHBACK UP SIDEHILL TO NEXT BENCH.  TURN RIGHT
 SW1366'AFTER GOING THROUGH FENCE AT EDGE OF HIGHEST BENCH AND FOLLOW S
 SW1366'TO CORNER.  STATION IS JUST OVER BREAK OF BENCH TO NW.
 SW1366'
 SW1366'STATION MARK IS SET ACCORDING TO NOTE 5.
 SW1366'
 SW1366'R.M. 1 WAS MARKED WITH A 1-1/2-INCH ROUND PINE POST PAINTED RED,
 SW1366'WHITE, AND BLACK, DRIVEN IN THE GROUND.
 SW1366'
 SW1366'HEIGHT OF STAND ABOVE STATION MARK - 1.26 METERS.
 SW1366
 SW1366                          STATION RECOVERY (1947)
 SW1366
 SW1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1366'STATION WAS RECOVERED AS DESCRIBED BY U.S.B.R. IN 1936.  A THOROUGH
 SW1366'SEARCH WAS MADE FOR R.M. 1 BUT IT WAS NOT FOUND.  THE DESCRIPTION
 SW1366'IS ADEQUATE WITH THE ADDITION NOTED BELOW--
 SW1366'
 SW1366'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK SET
 SW1366'ACCORDING TO NOTE 5.  IT IS STAMPED CP SP 7 SS 1936 903 + 43.23
 SW1366'AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1364 ***********************************************************************
 SW1364  DESIGNATION -  CP SP 8
 SW1364  PID         -  SW1364
 SW1364  STATE/COUNTY-  WA/FERRY
 SW1364  USGS QUAD   -  KELLER FERRY (1989)
 SW1364
 SW1364                         *CURRENT SURVEY CONTROL
 SW1364  ___________________________________________________________________
 SW1364* NAD 83(1991)-  47 58 50.13864(N)    118 41 39.32575(W)     ADJUSTED  
 SW1364* NAVD 88     -       417.     (meters)    1368.     (feet)  SCALED    
 SW1364  ___________________________________________________________________
 SW1364  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 SW1364  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 SW1364
 SW1364  HORZ ORDER  -  SECOND
 SW1364
 SW1364.The horizontal coordinates were established by classical geodetic methods
 SW1364.and adjusted by the National Geodetic Survey in December 1991..
 SW1364
 SW1364.The orthometric height was scaled from a topographic map.
 SW1364
 SW1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1364
 SW1364.The geoid height was determined by GEOID03.
 SW1364
 SW1364;                    North         East     Units Scale Factor Converg.
 SW1364;SPC WA N     -   111,243.432   659,659.847   MT  0.99994511   +1 35 33.3
 SW1364;SPC WA N     -   364,971.16  2,164,234.01   sFT  0.99994511   +1 35 33.3
 SW1364;UTM  11      - 5,315,532.256   373,570.535   MT  0.99979641   -1 15 31.9
 SW1364
 SW1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1364!SPC WA N     -   0.99993763  x   0.99994511  =   0.99988274
 SW1364!UTM  11      -   0.99993763  x   0.99979641  =   0.99973405
 SW1364
 SW1364:                Primary Azimuth Mark                     Grid Az
 SW1364:SPC WA N     -  SAGE                                     202 39 28.7
 SW1364:UTM  11      -  SAGE                                     205 30 33.9
 SW1364
 SW1364|---------------------------------------------------------------------|
 SW1364| PID    Reference Object                     Distance      Geod. Az  |
 SW1364|                                                           dddmmss.s |
 SW1364| SW1359 SAGE                                APPROX. 1.3 KM 2041502.0 |
 SW1364|---------------------------------------------------------------------|
 SW1364
 SW1364                          SUPERSEDED SURVEY CONTROL
 SW1364
 SW1364  NAD 83(1986)-  47 58 50.15011(N)    118 41 39.32317(W) AD(       ) 2
 SW1364  NAD 27      -  47 58 50.58900(N)    118 41 35.28500(W) AD(       ) 2
 SW1364
 SW1364.Superseded values are not recommended for survey control.
 SW1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1364.See file dsdata.txt to determine how the superseded data were derived.
 SW1364
 SW1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP7357115532(NAD 83)
 SW1364_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1364
 SW1364  HISTORY     - Date     Condition        Report By
 SW1364  HISTORY     - 1936     MONUMENTED       BOR
 SW1364  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SW1364
 SW1364                          STATION DESCRIPTION
 SW1364
 SW1364'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 SW1364'LOCATED APPROXIMATELY 3-1/2 MILES S OF KELLER, IN THE SW 1/4
 SW1364'SEC. 29, T. 29 N., R. 33 E. WM.
 SW1364'
 SW1364'TO REACH STATION FROM KELLER (CLARKE) FERRY, DRIVE N ON STATE
 SW1364'HIGHWAY 4 TO JUNCTION WITH MANILLA CREEK ROAD.  TURN LEFT UP
 SW1364'MANILLA CREEK, GO THROUGH GATE TO LEFT JUST ACROSS BRIDGE, DRIVE
 SW1364'TO NEXT GATE, TAKE UPHILL ROAD TO SHEEP RANCH.  GO THROUGH YARD
 SW1364'AND FOLLOW BENCH S ABOUT A MILE TO END OF BENCH.  STATION IS JUST
 SW1364'ON EDGE OF BREAK.
 SW1364'
 SW1364'STATION MARK IS SET ACCORDING TO NOTE 1A.
 SW1364
 SW1364                          STATION RECOVERY (1948)
 SW1364
 SW1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JTJ)
 SW1364'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS NOW
 SW1364'INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 SW1364'
 SW1364'LOCATED ON THE W SIDE OF THE SANPOIL ARM OF LAKE ROOSEVELT,
 SW1364'ABOUT 2.0 MILES N OF THE N KELLER FERRY LANDING, AND 1.3 MILES S OF
 SW1364'THE MOUTH OF MANILA CREEK.  STATION IS ON THE SW TIP OF A
 SW1364'CULTIVATED BENCH, ABOUT 10 FEET FROM BLUFF, APPROXIMATELY 260 FEET
 SW1364'FROM THE HIGHWAY TOWARD THE LAKE, AND 30 FEET ABOVE NORMAL LAKE
 SW1364'LEVEL.
 SW1364'
 SW1364'STATION MARK IS A STANDARD U.S.B.R. DISK STAMPED CP 8 1936 (ULSP
 SW1364'116+70.16) WHICH IS CONTAINED IN A 5- BY 5-INCH CONCRETE MONUMENT
 SW1364'PROJECTING 2 INCHES.
 SW1364'
 SW1364'LOCATED BY INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1518 ***********************************************************************
 SW1518  DESIGNATION -  CRAB
 SW1518  PID         -  SW1518
 SW1518  STATE/COUNTY-  WA/GRANT
 SW1518  USGS QUAD   -  MAE (1978)
 SW1518
 SW1518                         *CURRENT SURVEY CONTROL
 SW1518  ___________________________________________________________________
 SW1518* NAD 83(1991)-  47 04 23.79758(N)    119 22 48.71714(W)     ADJUSTED  
 SW1518* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 SW1518  ___________________________________________________________________
 SW1518  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 SW1518  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 SW1518
 SW1518  HORZ ORDER  -  SECOND
 SW1518
 SW1518.The horizontal coordinates were established by classical geodetic methods
 SW1518.and adjusted by the National Geodetic Survey in December 1991..
 SW1518
 SW1518.The orthometric height was scaled from a topographic map.
 SW1518
 SW1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1518
 SW1518.The geoid height was determined by GEOID03.
 SW1518
 SW1518;                    North         East     Units Scale Factor Converg.
 SW1518;SPC WA S     -   194,002.745   585,044.023   MT  0.99995089   +0 48 48.3
 SW1518;SPC WA S     -   636,490.67  1,919,431.93   sFT  0.99995089   +0 48 48.3
 SW1518;UTM  11      - 5,216,056.316   319,295.233   MT  1.00000134   -1 44 35.9
 SW1518
 SW1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1518!SPC WA S     -   0.99994932  x   0.99995089  =   0.99990022
 SW1518!UTM  11      -   0.99994932  x   1.00000134  =   0.99995066
 SW1518
 SW1518|---------------------------------------------------------------------|
 SW1518| PID    Reference Object                     Distance      Geod. Az  |
 SW1518|                                                           dddmmss.s |
 SW1518| CF1286 CRAB RM 1                            15.844 METERS 06553     |
 SW1518| CF1287 CRAB RM 2                            10.644 METERS 25801     |
 SW1518| SW1519 STONE                               APPROX. 4.1 KM 2803158.5 |
 SW1518|---------------------------------------------------------------------|
 SW1518
 SW1518                          SUPERSEDED SURVEY CONTROL
 SW1518
 SW1518  NAD 83(1986)-  47 04 23.80687(N)    119 22 48.70491(W) AD(       ) 2
 SW1518  NAD 27      -  47 04 24.29260(N)    119 22 44.60880(W) AD(       ) 2
 SW1518
 SW1518.Superseded values are not recommended for survey control.
 SW1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1518.See file dsdata.txt to determine how the superseded data were derived.
 SW1518
 SW1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN1929516056(NAD 83)
 SW1518_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1518
 SW1518  HISTORY     - Date     Condition        Report By
 SW1518  HISTORY     - 1958     MONUMENTED       CGS
 SW1518
 SW1518                          STATION DESCRIPTION
 SW1518
 SW1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SW1518'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF THE CITY OF
 SW1518'MOSES LAKE, 2-1/2 MILES SOUTH OF U.S. HIGHWAY 10, 0.2 MILE WEST OF
 SW1518'A POWER LINE AND 200 FEET NORTH OF AN EAST-WEST FENCE.  IT IS ON
 SW1518'THE SUMMIT OF A BRUSH COVERED SAND RIDGE WHICH IS THE HIGHEST ONE
 SW1518'IN THE IMMEDIATE VICINITY.
 SW1518'
 SW1518'TO REACH THE STATION FROM THE JUNCTION OF DIVISION AND BROADWAY
 SW1518'STREETS IN MOSES LAKE, DRIVE WEST ON BROADWAY STREET FOR 3.0 MILES
 SW1518'TO THE BRIDGE OVER MOSES LAKE.  CONTINUE WEST ON U.S. HIGHWAY 10
 SW1518'FOR 3.4 MILES TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND DRIVE
 SW1518'SOUTH AROUND THE WEST SIDE OF A GRAVEL PIT FOR 0.15 MILE TO A
 SW1518'GATE IN AN EAST-WEST FENCE.  PASS THROUGH THE GATE AND CONTINUE
 SW1518'SOUTHERLY ON THE GRAVELED ROAD FOR 2.5 MILES TO ANOTHER
 SW1518'EAST-WEST FENCE AND A CATTLE GUARD.  TURN RIGHT AND DRIVE WEST
 SW1518'ALONG THE NORTH SIDE OF THE FENCE FOR 0.15 MILE TO THE SUMMIT
 SW1518'OF A LOW RIDGE AND THE STATION.
 SW1518'
 SW1518'THE STATION MARK IS A STANDARD DISK, STAMPED CRAB 1957, SET IN
 SW1518'THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS
 SW1518'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 11 FEET
 SW1518'WEST OF A WHITE WITNESS POST.
 SW1518'
 SW1518'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRAB NO 1 1957, SET
 SW1518'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 SW1518'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 46 FEET
 SW1518'NORTHEAST OF THE WHITE WITNESS POST AND ABOUT 18 INCHES LOWER IN
 SW1518'ELEVATION THAN THE STATION MARK.
 SW1518'
 SW1518'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRAB NO 2 1957, SET
 SW1518'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AND
 SW1518'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 SW1518'45 FEET WEST OF THE WHITE WITNESS POST AND ABOUT 12 INCHES LOWER
 SW1518'IN ELEVATION THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1765 ***********************************************************************
 TR1765  DESIGNATION -  CRAB RESET
 TR1765  PID         -  TR1765
 TR1765  STATE/COUNTY-  WA/SAN JUAN
 TR1765  USGS QUAD   -  LOPEZ PASS (1973)
 TR1765
 TR1765                         *CURRENT SURVEY CONTROL
 TR1765  ___________________________________________________________________
 TR1765* NAD 83(1991)-  48 27 42.85824(N)    122 50 40.61771(W)     ADJUSTED  
 TR1765* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1765  ___________________________________________________________________
 TR1765  LAPLACE CORR-          -8.15  (seconds)                    DEFLEC99
 TR1765  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 TR1765
 TR1765  HORZ ORDER  -  THIRD
 TR1765
 TR1765.The horizontal coordinates were established by classical geodetic methods
 TR1765.and adjusted by the National Geodetic Survey in December 1991..
 TR1765
 TR1765.The orthometric height was scaled from a topographic map.
 TR1765
 TR1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1765
 TR1765.The geoid height was determined by GEOID03.
 TR1765
 TR1765;                    North         East     Units Scale Factor Converg.
 TR1765;SPC WA N     -   164,484.293   351,274.875   MT  0.99996026   -1 29 50.8
 TR1765;SPC WA N     -   539,645.55  1,152,474.32   sFT  0.99996026   -1 29 50.8
 TR1765;UTM  10      - 5,367,652.786   511,487.098   MT  0.99960162   +0 06 58.7
 TR1765
 TR1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1765!SPC WA N     -   1.00000307  x   0.99996026  =   0.99996333
 TR1765!UTM  10      -   1.00000307  x   0.99960162  =   0.99960469
 TR1765
 TR1765|---------------------------------------------------------------------|
 TR1765| PID    Reference Object                     Distance      Geod. Az  |
 TR1765|                                                           dddmmss.s |
 TR1765| CF7716 CRAB RM 1                             4.509 METERS 00709     |
 TR1765| TR1773 LOPEZ SOUND WHITE TELE POLE         APPROX. 1.8 KM 0943020.8 |
 TR1765| CF7717 CRAB RM 2                            15.352 METERS 15832     |
 TR1765| TR1758 JON                                 APPROX. 1.0 KM 3065237.5 |
 TR1765|---------------------------------------------------------------------|
 TR1765
 TR1765                          SUPERSEDED SURVEY CONTROL
 TR1765
 TR1765  NAD 83(1986)-  48 27 42.86126(N)    122 50 40.62183(W) AD(       ) 3
 TR1765  NAD 27      -  48 27 43.49200(N)    122 50 35.98100(W) AD(       ) 3
 TR1765
 TR1765.Superseded values are not recommended for survey control.
 TR1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1765.See file dsdata.txt to determine how the superseded data were derived.
 TR1765
 TR1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1148767653(NAD 83)
 TR1765
 TR1765  HISTORY     - Date     Condition        Report By
 TR1765  HISTORY     - 1889     MONUMENTED       CGS
 TR1765  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR1765  HISTORY     - 1965     SEE DESCRIPTION  LOCENG
 TR1765
 TR1765                          STATION DESCRIPTION
 TR1765
 TR1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (JJG)
 TR1765'STATION IS ON THE REEF ON THE W SIDE OF LOPEZ SOUND, NEAR THE
 TR1765'ENTRANCE TO MUD BAY.  THE REEF IS OF SANDSTONE AND SLATE, RISING
 TR1765'6 TO 8 FEET ABOVE TIDES, ABOUT 80 METERS LONG BY 35 METERS WIDE,
 TR1765'TWICE THE SIZE AT LOW TIDES, AND ABOUT 100 METERS
 TR1765'OFFSHORE.  STATION IS ON THE NE POINT OF THE REEF (HIGH TIDE), ON
 TR1765'A ROUNDED KNOB OF SMOOTH ROCK, ABOUT 6 FEET ABOVE HIGH TIDES, 9
 TR1765'PACES FROM HIGH-WATER MARK OF EXTREME POINT, AND 3 PACES FROM
 TR1765'HIGH-WATER MARK E AND W.
 TR1765'
 TR1765'STATION IS MARKED BY A 1/2-INCH HOLE 2 INCHES DEEP IN SOLID
 TR1765'ROCK.
 TR1765
 TR1765                          STATION RECOVERY (1940)
 TR1765
 TR1765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (RLS)
 TR1765'CENTER WAS DRILLED LARGER AND STANDARD DISK MARK CEMENTED IN
 TR1765'PLACE.  TWO REFERENCE MARKS WERE ALSO CEMENTED IN SOLID ROCK.  ALL
 TR1765'MARKS STAMPED CRAB 1889-1940.
 TR1765
 TR1765                          STATION RECOVERY (1965)
 TR1765
 TR1765'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 TR1765'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1216 ***********************************************************************
 TR1216  DESIGNATION -  CRACK 1907
 TR1216  PID         -  TR1216
 TR1216  STATE/COUNTY-  WA/SKAGIT
 TR1216  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1216
 TR1216                         *CURRENT SURVEY CONTROL
 TR1216  ___________________________________________________________________
 TR1216* NAD 83(1991)-  48 25 58.58949(N)    122 33 17.16099(W)     ADJUSTED  
 TR1216* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 TR1216  ___________________________________________________________________
 TR1216  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 TR1216  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 TR1216
 TR1216  HORZ ORDER  -  THIRD
 TR1216
 TR1216.The horizontal coordinates were established by classical geodetic methods
 TR1216.and adjusted by the National Geodetic Survey in December 1991..
 TR1216
 TR1216.The orthometric height was scaled from a topographic map.
 TR1216
 TR1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1216
 TR1216.The geoid height was determined by GEOID03.
 TR1216
 TR1216;                    North         East     Units Scale Factor Converg.
 TR1216;SPC WA N     -   160,744.711   372,631.974   MT  0.99995735   -1 16 53.9
 TR1216;SPC WA N     -   527,376.61  1,222,543.40   sFT  0.99995735   -1 16 53.9
 TR1216;UTM  10      - 5,364,517.436   532,933.510   MT  0.99961333   +0 19 59.2
 TR1216
 TR1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1216!SPC WA N     -   1.00000076  x   0.99995735  =   0.99995811
 TR1216!UTM  10      -   1.00000076  x   0.99961333  =   0.99961409
 TR1216
 TR1216:                Primary Azimuth Mark                     Grid Az
 TR1216:SPC WA N     -  GIB                                      275 59 08.0
 TR1216:UTM  10      -  GIB                                      274 22 14.9
 TR1216
 TR1216|---------------------------------------------------------------------|
 TR1216| PID    Reference Object                     Distance      Geod. Az  |
 TR1216|                                                           dddmmss.s |
 TR1216| TR1206 GIB                                 APPROX. 1.7 KM 2744214.1 |
 TR1216|---------------------------------------------------------------------|
 TR1216
 TR1216                          SUPERSEDED SURVEY CONTROL
 TR1216
 TR1216  NAD 83(1986)-  48 25 58.59260(N)    122 33 17.16634(W) AD(       ) 3
 TR1216  NAD 27      -  48 25 59.22100(N)    122 33 12.56300(W) AD(       ) 3
 TR1216
 TR1216.Superseded values are not recommended for survey control.
 TR1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1216.See file dsdata.txt to determine how the superseded data were derived.
 TR1216
 TR1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3293464517(NAD 83)
 TR1216
 TR1216  HISTORY     - Date     Condition        Report By
 TR1216  HISTORY     - 1907     MONUMENTED       CGS
 TR1216  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1216  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1216  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1216  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR1216  HISTORY     - 1984     GOOD             USPSQD
 TR1216
 TR1216                          STATION DESCRIPTION
 TR1216
 TR1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (RBD)
 TR1216'THIS SIGNAL IS MOUNTED ON A LARGE BOULDER SITUATED ON SE COAST OF
 TR1216'SIMILK BAY.  BOULDER IS ABOUT 4 FEET HIGH AND WEIGHS ABOUT 30
 TR1216'TONS.  TRIANGULATION STATION IS MARKED BY A 7/8-INCH HOLE DRILLED
 TR1216'2 INCHES INTO TOP OF BOULDER.  ON WESTERLY FACE OF BOULDER IS A
 TR1216'CREVICE, 3 INCHES IN WIDTH AND ABOUT 2 FEET DEEP.  HOLE IS 92
 TR1216'FEET DISTANT FROM BLAZE ON OVERHANGING TREE.
 TR1216
 TR1216                          STATION RECOVERY (1939)
 TR1216
 TR1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1216'STATION RECOVERED AS DESCRIBED.  IN SIMILK BAY, ABOUT 3/4 MILE FROM
 TR1216'THE HEAD OF THE BAY AND ON THE E SHORE, ON A LARGE BOULDER WITH
 TR1216'PROMINENT CREVICE EXTENDING AROUND THE W SIDE, ABOUT 6 METERS W
 TR1216'OF THE HIGH-WATER LINE, A STANDARD DISK STAMPED CRACK 1907-1939
 TR1216'CEMENTED INTO ORIGINAL DRILL HOLE (ENLARGED).
 TR1216'
 TR1216'THE ORIGINAL BLAZE ON OVERHANGING TREE WAS RECOVERED AND DISTANCE
 TR1216'REMEASURED.
 TR1216
 TR1216                          STATION RECOVERY (1953)
 TR1216
 TR1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1216'AN EXTENSIVE SEARCH BY TWO DIFFERENT PARTIES FAILED TO RECOVER
 TR1216'THIS STATION.  A FEW LARGE BOULDERS IN THIS AREA WERE CLOSELY
 TR1216'EXAMINED, BUT NO EVIDENCE OF THE STATION MARK OR DRILL HOLE WAS
 TR1216'FOUND.
 TR1216
 TR1216                          STATION RECOVERY (1960)
 TR1216
 TR1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1216'STATION NOT RECOVERED.  THE PREVIOUS DESCRIPTION WAS FOLLOWED AND
 TR1216'A BOULDER EXACTLY ANSWERING THE DESCRIPTION WAS FOUND.  THERE WAS
 TR1216'NO STATION DISK IN THE BOULDER.  THE BLAZE ON THE OVERHANGING TREE
 TR1216'WAS NOT RECOVERED.
 TR1216
 TR1216                          STATION RECOVERY (1973)
 TR1216
 TR1216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1216'TO REACH FROM THE JUNCTION OF THE N SNEE-OOSH RD AND RESERVATION
 TR1216'RD. ON THE SWINOMISH INDIAN RESERVATION GO SW ON SNEE-OOSH RD FOR
 TR1216'1/2 MILE TO TRACK ROAD ON THE RIGHT, TURN RIGHT AND DRIVE WEST
 TR1216'FOR .1 MILE TO SMALL CLEARING AT A SPOT WHERE ROAD TURNS TO GO
 TR1216'BACK EAST.  FROM HERE FOLLOW TRAIL 100 YARDS WEST TO BEACH.  TURN
 TR1216'SOUTH ALONG BEACH AND GO 250 YARDS TO OLD PIER.  STATION IS 18
 TR1216'FT N OF CENTERLINE OF OLD PIER, 5 FT WEST OF SHORELINE, ABOUT 1
 TR1216'FT ABOVE HIGH WATER ON A 7 FT X 10 FT BOULDER THAT PROJECTS 3 FT
 TR1216'ABOVE THE BEACH.
 TR1216
 TR1216                          STATION RECOVERY (1984)
 TR1216
 TR1216'RECOVERY NOTE BY US POWER SQUADRON 1984 (MEH)
 TR1216'CRACK 1939 1907 RECOVERED GOOD.
 TR1216'
 TR1216'ADEQUATE DESCRIPTION, EXCEPT TRACK ROAD IS ONLY FAINTLY VISIBLE,
 TR1216'SERVES AS A TRAIL, EXTENSION OF WHICH LEADS TO BEACH.  STATION IS
 TR1216'SOUTH OF TRAIL END 230 YARDS.  ABOUT 10 PILINGS REMAIN FROM OLD
 TR1216'PIER - ADEQUATE TO IDENTIFY SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4705 ***********************************************************************
 SY4705  DESIGNATION -  CRAMER
 SY4705  PID         -  SY4705
 SY4705  STATE/COUNTY-  WA/KING
 SY4705  USGS QUAD   -  
 SY4705
 SY4705                         *CURRENT SURVEY CONTROL
 SY4705  ___________________________________________________________________
 SY4705* NAD 83(1991)-  47 40 06.55341(N)    122 24 36.36546(W)     ADJUSTED  
 SY4705* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 SY4705  ___________________________________________________________________
 SY4705  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 SY4705  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SY4705
 SY4705  HORZ ORDER  -  THIRD
 SY4705
 SY4705.The horizontal coordinates were established by classical geodetic methods
 SY4705.and adjusted by the National Geodetic Survey in December 1991..
 SY4705
 SY4705.The orthometric height was scaled from a topographic map.
 SY4705
 SY4705.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4705
 SY4705.The geoid height was determined by GEOID03.
 SY4705
 SY4705;                    North         East     Units Scale Factor Converg.
 SY4705;SPC WA N     -    75,536.711   381,592.756   MT  0.99997283   -1 10 26.2
 SY4705;SPC WA N     -   247,823.36  1,251,942.23   sFT  0.99997283   -1 10 26.2
 SY4705;UTM  10      - 5,279,623.540   544,284.876   MT  0.99962410   +0 26 09.9
 SY4705
 SY4705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4705!SPC WA N     -   0.99999993  x   0.99997283  =   0.99997276
 SY4705!UTM  10      -   0.99999993  x   0.99962410  =   0.99962403
 SY4705
 SY4705:                Primary Azimuth Mark                     Grid Az
 SY4705:SPC WA N     -  SHILSHOLE BAY ENT FRONT RNG LT           113 35 23.8
 SY4705:UTM  10      -  SHILSHOLE BAY ENT FRONT RNG LT           111 58 47.7
 SY4705
 SY4705|---------------------------------------------------------------------|
 SY4705| PID    Reference Object                     Distance      Geod. Az  |
 SY4705|                                                           dddmmss.s |
 SY4705| SY4814 SHILSHOLE BAY ENT FRONT RNG LT      APPROX. 0.6 KM 1122457.6 |
 SY4705| SY4812 SHILSHOLE BAY ENTRANCE REAR RANGE L APPROX. 0.8 KM 1212906.5 |
 SY4705| SY4704 SEATTLE CITY MON 38TH AVE W         352.739 METERS 14004     |
 SY4705| CF6479 CRAMER RM 1                          19.607 METERS 28426     |
 SY4705| SY4708 ENTRANCE 2                          321.762 METERS 35606     |
 SY4705|---------------------------------------------------------------------|
 SY4705
 SY4705                          SUPERSEDED SURVEY CONTROL
 SY4705
 SY4705  NAD 83(1986)-  47 40 06.54807(N)    122 24 36.36985(W) AD(       ) 3
 SY4705  NAD 27      -  47 40 07.19400(N)    122 24 31.90200(W) AD(       ) 3
 SY4705
 SY4705.Superseded values are not recommended for survey control.
 SY4705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4705.See file dsdata.txt to determine how the superseded data were derived.
 SY4705
 SY4705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4428579624(NAD 83)
 SY4705_MARKER: Z = SEE DESCRIPTION
 SY4705_SETTING: 0 = UNSPECIFIED SETTING
 SY4705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4705+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 SY4705
 SY4705  HISTORY     - Date     Condition        Report By
 SY4705  HISTORY     - 1953     MONUMENTED       CGS
 SY4705  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY4705  HISTORY     - 1984     GOOD             USPSQD
 SY4705  HISTORY     - 1987     GOOD             USPSQD
 SY4705  HISTORY     - 20011124 GOOD             USPSQD
 SY4705  HISTORY     - 20040915 GOOD             LOCSUR
 SY4705
 SY4705                          STATION DESCRIPTION
 SY4705
 SY4705'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4705'THE STATION IS IN SEATTLE ON THE HILL ABOVE AND TO THE SE OF THE
 SY4705'FIRST LEFT TURN IN THE ENTRANCE TO SHILSHOLE BAY.  LOCATED ON THE
 SY4705'EAST SIDE OF THE INTERSECTION OF CRAMER STREET AND 42ND AVENUE
 SY4705'W THE SITE HAS A COMMANDING VIEW OF THE WEST ENTRANCE TO THE SHIP
 SY4705'CANAL LOCKS.  THE MARK IS A STANDARD TRIANGULATION DISC SET IN
 SY4705'THE TOP OF A 10 BY 36 INCH CYLINDRICAL SHAPED CONCRETE MONUMENT,
 SY4705'PLACED ABOUT ON THE CENTERLINE OF CRAMER STREET AT THE POINT
 SY4705'WHERE THE BLUFF BREAKS AWAY.  CRAMER STREET IS A DEAD-END
 SY4705'STREET AT THIS INTERSECTION.
 SY4705'
 SY4705'ONE REFERENCE MARK WAS SET, IN THE CURVED PART OF THE CURBING ON
 SY4705'THE WEST SIDE OF 43RD AVE W AT CRAMER STREET.  A STANDARD REFERENCE
 SY4705'DISC, THIS MARK IS SET IN A DRILL HOLE IN THE CURB AND IS STAMPED
 SY4705'CRAMER NO 1 1953
 SY4705
 SY4705                          STATION RECOVERY (1973)
 SY4705
 SY4705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SY4705'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 SY4705'CONDITION.  THE STATION IS A STANDARD DISK STAMPED CRAMER 1953
 SY4705'SET IN A CONCRETE MONUMENT, 2 INCHES BELOW THE SURFACE OF THE
 SY4705'GROUND, 15 FEET EAST OF THE CENTERLINE OF 42ND AVENUE WEST, 11
 SY4705'FEET SOUTH OF THE SOUTH SIDE (EXTENDED) OF THE RESIDENCE AT 5403
 SY4705'42ND AVENUE WEST, 5.6 FEET SOUTH-SOUTHWEST OF AN 8 INCH SQUARE
 SY4705'CONCRETE POST, 15 INCHES HIGH WITH THE LETTERING U.S. ON THE
 SY4705'WEST FACE.  5.0 FEET SOUTH OF A STREET SIGN POST PER W CRAMER
 SY4705'STREET 42ND AVE W.  NOTE--CRAMER STREET AT THIS POINT IS
 SY4705'NOTHING MORE THAN A JOG IN 42ND AVENUE.
 SY4705'
 SY4705'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4705'AT SEATTLE.
 SY4705
 SY4705                          STATION RECOVERY (1984)
 SY4705
 SY4705'RECOVERY NOTE BY US POWER SQUADRON 1984 (DEY)
 SY4705'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION.
 SY4705
 SY4705                          STATION RECOVERY (1987)
 SY4705
 SY4705'RECOVERY NOTE BY US POWER SQUADRON 1987 (DEC)
 SY4705'RECOVERED IN GOOD CONDITION.
 SY4705
 SY4705                          STATION RECOVERY (2001)
 SY4705
 SY4705'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4705'FOUND STATION BUT NOT THE REFERENCE MARK
 SY4705' 
 SY4705
 SY4705                          STATION RECOVERY (2004)
 SY4705
 SY4705'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RDH)
 SY4705'AN UPDATE TO THE 1973 RECOVERY IS AS FOLLOWS.  THE STATION IS ALSO 4.6
 SY4705'FT WEST
 SY4705'OF AND UNDER A SMALL TREE. IT IS NOW COVERED UNDER 0.5 FT OF SOIL. THE
 SY4705' 
 SY4705'REFERENCE MARK WAS SEARCHED FOR BUT WAS NOT FOUND. THE CONCRETE
 SY4705'CURBING
 SY4705'ACROSS THE STREET FROM THE STATION HAS BEEN REMOVED AS PART OF THE
 SY4705'REMOVAL
 SY4705'OF CRAMER STREET FROM THIS INTERSECTION AS A THROUGH STREET TO THE
 SY4705'LAWTONWOOD NEIGHBORHOOD TO THE WEST. THIS CURB HAS BEEN REPLACED WITH
 SY4705'AN
 SY4705'ASPHALT HIGH RAISED EDGE. THE STATION IS ADEQUATE FOR GPS
 SY4705'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1898 ***********************************************************************
 TR1898  DESIGNATION -  CRANDALL SPIT DOLPHIN
 TR1898  PID         -  TR1898
 TR1898  STATE/COUNTY-  WA/SKAGIT
 TR1898  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1898
 TR1898                         *CURRENT SURVEY CONTROL
 TR1898  ___________________________________________________________________
 TR1898* NAD 83(1991)-  48 30 11.91371(N)    122 34 34.95695(W)     ADJUSTED  
 TR1898* NAVD 88     -                                                        
 TR1898  ___________________________________________________________________
 TR1898  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 TR1898  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 TR1898
 TR1898  HORZ ORDER  -  THIRD
 TR1898
 TR1898.The horizontal coordinates were established by classical geodetic methods
 TR1898.and adjusted by the National Geodetic Survey in December 1991..
 TR1898
 TR1898
 TR1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1898
 TR1898.The geoid height was determined by GEOID03.
 TR1898
 TR1898;                    North         East     Units Scale Factor Converg.
 TR1898;SPC WA N     -   168,603.253   371,210.542   MT  0.99996486   -1 17 51.8
 TR1898;SPC WA N     -   553,159.17  1,217,879.92   sFT  0.99996486   -1 17 51.8
 TR1898;UTM  10      - 5,372,330.075   531,291.748   MT  0.99961203   +0 19 02.3
 TR1898
 TR1898                          SUPERSEDED SURVEY CONTROL
 TR1898
 TR1898  NAD 83(1986)-  48 30 11.91811(N)    122 34 34.96280(W) AD(       ) 4
 TR1898  NAD 27      -  48 30 12.53300(N)    122 34 30.35400(W) AD(       ) 3
 TR1898
 TR1898.Superseded values are not recommended for survey control.
 TR1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1898.See file dsdata.txt to determine how the superseded data were derived.
 TR1898
 TR1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3129272330(NAD 83)
 TR1898
 TR1898  HISTORY     - Date     Condition        Report By
 TR1898  HISTORY     - UNK      MONUMENTED
 TR1898  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1898
 TR1898                          STATION DESCRIPTION
 TR1898
 TR1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1898'THERE IS NO DOLPHIN OR PILING IN THIS VICINITY.  STATION CONSIDERED
 TR1898'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2673 ***********************************************************************
 SY2673  DESIGNATION -  CRANE
 SY2673  PID         -  SY2673
 SY2673  STATE/COUNTY-  WA/PIERCE
 SY2673  USGS QUAD   -  TACOMA NORTH (1994)
 SY2673
 SY2673                         *CURRENT SURVEY CONTROL
 SY2673  ___________________________________________________________________
 SY2673* NAD 83(1991)-  47 15 57.11719(N)    122 26 00.31947(W)     ADJUSTED  
 SY2673* NAVD 88     -                                                        
 SY2673  ___________________________________________________________________
 SY2673  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 SY2673  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2673
 SY2673  HORZ ORDER  -  THIRD
 SY2673
 SY2673.The horizontal coordinates were established by classical geodetic methods
 SY2673.and adjusted by the National Geodetic Survey in December 1991..
 SY2673
 SY2673
 SY2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2673
 SY2673.The geoid height was determined by GEOID03.
 SY2673
 SY2673;                    North         East     Units Scale Factor Converg.
 SY2673;SPC WA S     -   216,602.390   353,699.487   MT  0.99998526   -1 24 15.9
 SY2673;SPC WA S     -   710,636.34  1,160,429.07   sFT  0.99998526   -1 24 15.9
 SY2673;SPC WA N     -    30,818.760   378,911.087   MT  1.00005189   -1 11 28.7
 SY2673;SPC WA N     -   101,111.22  1,243,144.12   sFT  1.00005189   -1 11 28.7
 SY2673;UTM  10      - 5,234,865.167   542,860.222   MT  0.99962258   +0 24 58.2
 SY2673
 SY2673                          SUPERSEDED SURVEY CONTROL
 SY2673
 SY2673  NAD 83(1986)-  47 15 57.11135(N)    122 26 00.33340(W) AD(       ) 4
 SY2673  NAD 27      -  47 15 57.76000(N)    122 25 55.89000(W) AD(       ) 3
 SY2673
 SY2673.Superseded values are not recommended for survey control.
 SY2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2673.See file dsdata.txt to determine how the superseded data were derived.
 SY2673
 SY2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4286034865(NAD 83)
 SY2673_MARKER: Z = SEE DESCRIPTION
 SY2673_SETTING: 0 = UNSPECIFIED SETTING
 SY2673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2673
 SY2673  HISTORY     - Date     Condition        Report By
 SY2673  HISTORY     - 1919     MONUMENTED       CGS
 SY2673  HISTORY     - 1963     MARK NOT FOUND   CGS
 SY2673
 SY2673                          STATION DESCRIPTION
 SY2673
 SY2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2673'STATION IS ASSUMED TO BE AN INTERSECTION STATION, AND WHEN PLOTTED
 SY2673'IT FALLS ON THE NORTHWEST CORNER OF THE FILL BETWEEN MIDDLE AND
 SY2673'ST. PAUL WATERWAYS.  THERE IS NOTHING ON THIS CORNER, AT PRESENT,
 SY2673'THAT WOULD MAKE A GOOD INTERSECTION POINT.  STATION SHOULD BE
 SY2673'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1521 ***********************************************************************
 TR1521  DESIGNATION -  CRANE 1915
 TR1521  PID         -  TR1521
 TR1521  STATE/COUNTY-  WA/JEFFERSON
 TR1521  USGS QUAD   -  NORDLAND (1973)
 TR1521
 TR1521                         *CURRENT SURVEY CONTROL
 TR1521  ___________________________________________________________________
 TR1521* NAD 83(1991)-  48 02 56.17286(N)    122 44 30.58974(W)     ADJUSTED  
 TR1521* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1521  ___________________________________________________________________
 TR1521  LAPLACE CORR-          -9.42  (seconds)                    DEFLEC99
 TR1521  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 TR1521
 TR1521  HORZ ORDER  -  THIRD
 TR1521
 TR1521.The horizontal coordinates were established by classical geodetic methods
 TR1521.and adjusted by the National Geodetic Survey in December 1991..
 TR1521
 TR1521.The orthometric height was scaled from a topographic map.
 TR1521
 TR1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1521
 TR1521.The geoid height was determined by GEOID03.
 TR1521
 TR1521;                    North         East     Units Scale Factor Converg.
 TR1521;SPC WA N     -   118,387.152   357,735.169   MT  0.99994298   -1 25 15.3
 TR1521;SPC WA N     -   388,408.51  1,173,669.47   sFT  0.99994298   -1 25 15.3
 TR1521;UTM  10      - 5,321,771.619   519,240.058   MT  0.99960455   +0 11 31.2
 TR1521
 TR1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1521!SPC WA N     -   1.00000312  x   0.99994298  =   0.99994610
 TR1521!UTM  10      -   1.00000312  x   0.99960455  =   0.99960767
 TR1521
 TR1521:                Primary Azimuth Mark                     Grid Az
 TR1521:SPC WA N     -  ALCOHOL PLANT TANK                       184 39 42.0
 TR1521:UTM  10      -  ALCOHOL PLANT TANK                       183 02 55.5
 TR1521
 TR1521|---------------------------------------------------------------------|
 TR1521| PID    Reference Object                     Distance      Geod. Az  |
 TR1521|                                                           dddmmss.s |
 TR1521| TR1564 ALCOHOL PLANT TANK                  APPROX. 2.4 KM 1831426.7 |
 TR1521| TR1717 HADLOCK HSE DOUBLE WINDOWS          APPROX. 1.9 KM 2040405.2 |
 TR1521| TR1656 HADLOCK 1915                        APPROX. 1.7 KM 2125457.0 |
 TR1521| TR1661 IRONDALE BRICK HOUSE NE CORNER      APPROX. 2.3 KM 2500905.1 |
 TR1521| TR1682 IRONDALE LIGHT TOWER ON WHARF       APPROX. 1.8 KM 2510633.0 |
 TR1521| TR1667 PORT TOWNSEND CTHSE STEEPLE         APPROX. 7.3 KM 3444511.6 |
 TR1521| TR1566 DAY MARK                            APPROX. 2.6 KM 3585133.2 |
 TR1521|---------------------------------------------------------------------|
 TR1521
 TR1521                          SUPERSEDED SURVEY CONTROL
 TR1521
 TR1521  NAD 83(1986)-  48 02 56.17225(N)    122 44 30.59498(W) AD(       ) 3
 TR1521  NAD 27      -  48 02 56.84600(N)    122 44 25.99400(W) AD(       ) 3
 TR1521
 TR1521.Superseded values are not recommended for survey control.
 TR1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1521.See file dsdata.txt to determine how the superseded data were derived.
 TR1521
 TR1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1924021772(NAD 83)
 TR1521
 TR1521  HISTORY     - Date     Condition        Report By
 TR1521  HISTORY     - 1915     MONUMENTED       CGS
 TR1521  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1521
 TR1521                          STATION DESCRIPTION
 TR1521
 TR1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (HCD)
 TR1521'STATION IS LOCATED ON THE OUTER PART OF THE SAND SPIT OUTSIDE CRANE
 TR1521'POINT ABOUT 20 FEET INSIDE ORDINARY HIGH-WATER MARK.
 TR1521'
 TR1521'IT IS MARKED BY STANDARD METAL STATION MARK SET IN CONCRETE.
 TR1521'
 TR1521'NO REFERENCE MARKS.
 TR1521
 TR1521                          STATION RECOVERY (1941)
 TR1521
 TR1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1521'THIS STATION IS LOST.  CONSTRUCTION WORK AND EXTENSIVE FILLING BY
 TR1521'THE NAVY HAS COMPLETELY CHANGED THE TOPOGRAPHY ON CRANE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1519 ***********************************************************************
 TR1519  DESIGNATION -  CRANE 3
 TR1519  PID         -  TR1519
 TR1519  STATE/COUNTY-  WA/JEFFERSON
 TR1519  USGS QUAD   -  NORDLAND (1973)
 TR1519
 TR1519                         *CURRENT SURVEY CONTROL
 TR1519  ___________________________________________________________________
 TR1519* NAD 83(1991)-  48 02 56.10700(N)    122 44 30.59282(W)     ADJUSTED  
 TR1519* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1519  ___________________________________________________________________
 TR1519  LAPLACE CORR-          -9.42  (seconds)                    DEFLEC99
 TR1519  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 TR1519
 TR1519  HORZ ORDER  -  THIRD
 TR1519
 TR1519.The horizontal coordinates were established by classical geodetic methods
 TR1519.and adjusted by the National Geodetic Survey in December 1991..
 TR1519
 TR1519.The orthometric height was scaled from a topographic map.
 TR1519
 TR1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1519
 TR1519.The geoid height was determined by GEOID03.
 TR1519
 TR1519;                    North         East     Units Scale Factor Converg.
 TR1519;SPC WA N     -   118,385.121   357,735.054   MT  0.99994298   -1 25 15.3
 TR1519;SPC WA N     -   388,401.85  1,173,669.09   sFT  0.99994298   -1 25 15.3
 TR1519;UTM  10      - 5,321,769.586   519,240.001   MT  0.99960455   +0 11 31.2
 TR1519
 TR1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1519!SPC WA N     -   1.00000312  x   0.99994298  =   0.99994610
 TR1519!UTM  10      -   1.00000312  x   0.99960455  =   0.99960767
 TR1519
 TR1519|---------------------------------------------------------------------|
 TR1519| PID    Reference Object                     Distance      Geod. Az  |
 TR1519|                                                           dddmmss.s |
 TR1519| CF7722 CRANE 3 WM 2                         91.000 METERS 16304     |
 TR1519| CF7720 CRANE 3 RM                           16.960 METERS 16426     |
 TR1519| TR1575 HADLOCK HIGH BUILDING TANK          APPROX. 2.3 KM 1834946.0 |
 TR1519| TR1572 HADLOCK ELEVATOR SHAFT              APPROX. 2.3 KM 1851036.2 |
 TR1519| TR1715 HADLOCK STACK                       APPROX. 1.9 KM 2042326.9 |
 TR1519| TR1671 IRONDALE MINE ELEVATOR SHAFT        APPROX. 2.0 KM 2494659.1 |
 TR1519| TR1665 IRONDALE HOTEL                      APPROX. 2.0 KM 2553236.2 |
 TR1519| TR1669 KUHN                                APPROX. 2.1 KM 2970913.1 |
 TR1519| TR1718 OLD FORT FLAGSTAFF                  APPROX. 4.5 KM 3100710.8 |
 TR1519| TR1705 OLD FORT BUILDING EAST GABLE        APPROX. 4.6 KM 3105617.8 |
 TR1519| TR1689 GLEN COVE FLAGSTAFF                 APPROX. 6.2 KM 3134845.9 |
 TR1519| TR1710 PORT TOWNSEND MILL STEEL STACK      APPROX. 7.0 KM 3373645.7 |
 TR1519| CF7721 CRANE 3 WM 1                        267.200 METERS 33826     |
 TR1519| TR1651 PORT TOWNSEND ELEV ON WHARF TR      APPROX. 6.8 KM 3403655.1 |
 TR1519| TR1655 PORT TOWNSEND PUB SCH STEEPLE       APPROX. 8.0 KM 3452953.9 |
 TR1519| TR1666 PORT TOWNSEND ST MARYS CATH CH      APPROX. 7.8 KM 3454350.9 |
 TR1519| TR1695 PORT TOWNSEND BELL TOWER            APPROX. 7.5 KM 3502651.7 |
 TR1519| TR1691 PORT TOWNSEND CATH CH SPIRE         APPROX. 7.6 KM 3504513.0 |
 TR1519| TR1566 DAY MARK                            APPROX. 2.6 KM 3585141.4 |
 TR1519|---------------------------------------------------------------------|
 TR1519
 TR1519                          SUPERSEDED SURVEY CONTROL
 TR1519
 TR1519  NAD 83(1986)-  48 02 56.10661(N)    122 44 30.59791(W) AD(       ) 3
 TR1519  NAD 27      -  48 02 56.77900(N)    122 44 25.99500(W) AD(       ) 3
 TR1519
 TR1519.Superseded values are not recommended for survey control.
 TR1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1519.See file dsdata.txt to determine how the superseded data were derived.
 TR1519
 TR1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1924021770(NAD 83)
 TR1519_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1519_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TR1519_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TR1519
 TR1519  HISTORY     - Date     Condition        Report By
 TR1519  HISTORY     - 1926     MONUMENTED       CGS
 TR1519  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1519  HISTORY     - 1952     SEE DESCRIPTION  USGS
 TR1519
 TR1519                          STATION DESCRIPTION
 TR1519
 TR1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR1519'STATION IS LOCATED ON THE E SIDE OF PORT TOWNSEND ON CRANE POINT.
 TR1519'
 TR1519'STATION IS ABOUT THE MIDDLE OF THE POINT AND ABOUT 20 METERS FROM
 TR1519'HIGH-WATER LINE.  IT IS ALMOST ON THE LINE OF THE ABANDONED
 TR1519'TELEPHONE LINE, SEVERAL POLES OF WHICH ARE STILL STANDING.
 TR1519'
 TR1519'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1519'CONCRETE IN THE TOP OF A TILE AS DESCRIBED IN NOTES 6A AND 13A.
 TR1519'
 TR1519'BOTH STATION AND REFERENCE MARKS PROJECT SEVERAL INCHES ABOVE THE
 TR1519'GROUND.  THE WITNESS MARKS ARE TRIANGLES CUT IN THE TWO NEAREST
 TR1519'TELEPHONE POLES.
 TR1519'
 TR1519'IT IS UNCERTAIN WHETHER THE DISTANCE GIVEN IS IN METERS OR FEET.
 TR1519
 TR1519                          STATION RECOVERY (1941)
 TR1519
 TR1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1519'THIS STATION IS LOST.  CONSTRUCTION WORK AND EXTENSIVE FILLING BY
 TR1519'THE NAVY HAS COMPLETELY CHANGED THE TOPOGRAPHY OF CRANE POINT.
 TR1519
 TR1519                          STATION RECOVERY (1952)
 TR1519
 TR1519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 TR1519'STATION DESTROYED BY NAVAL CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2233 ***********************************************************************
 TR2233  DESIGNATION -  CRANE RESET
 TR2233  PID         -  TR2233
 TR2233  STATE/COUNTY-  WA/SAN JUAN
 TR2233  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2233
 TR2233                         *CURRENT SURVEY CONTROL
 TR2233  ___________________________________________________________________
 TR2233* NAD 83(1991)-  48 36 00.42469(N)    123 00 12.79647(W)     ADJUSTED  
 TR2233* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2233  ___________________________________________________________________
 TR2233  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 TR2233  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 TR2233
 TR2233  HORZ ORDER  -  THIRD
 TR2233
 TR2233.The horizontal coordinates were established by classical geodetic methods
 TR2233.and adjusted by the National Geodetic Survey in December 1991..
 TR2233
 TR2233.The orthometric height was scaled from a topographic map.
 TR2233
 TR2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2233
 TR2233.The geoid height was determined by GEOID03.
 TR2233
 TR2233;                    North         East     Units Scale Factor Converg.
 TR2233;SPC WA N     -   180,166.357   339,958.454   MT  0.99997767   -1 36 56.8
 TR2233;SPC WA N     -   591,095.79  1,115,347.03   sFT  0.99997767   -1 36 56.8
 TR2233;UTM  10      - 5,383,004.349   499,737.934   MT  0.99960000   -0 00 09.6
 TR2233
 TR2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2233!SPC WA N     -   1.00000302  x   0.99997767  =   0.99998069
 TR2233!UTM  10      -   1.00000302  x   0.99960000  =   0.99960301
 TR2233
 TR2233|---------------------------------------------------------------------|
 TR2233| PID    Reference Object                     Distance      Geod. Az  |
 TR2233|                                                           dddmmss.s |
 TR2233| CF7718 CRANE RM 1                                         17626     |
 TR2233| CF7719 CRANE RM 2                                         25454     |
 TR2233| TR2242 DEER HARBOR CANNERY STACK           APPROX. 2.5 KM 3574134.3 |
 TR2233|---------------------------------------------------------------------|
 TR2233
 TR2233                          SUPERSEDED SURVEY CONTROL
 TR2233
 TR2233  NAD 83(1986)-  48 36 00.42552(N)    123 00 12.79771(W) AD(       ) 3
 TR2233  NAD 27      -  48 36 01.06200(N)    123 00 08.14400(W) AD(       ) 3
 TR2233
 TR2233.Superseded values are not recommended for survey control.
 TR2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2233.See file dsdata.txt to determine how the superseded data were derived.
 TR2233
 TR2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9973883004(NAD 83)
 TR2233_MARKER: H = DRILL HOLE
 TR2233_SETTING: 66 = SET IN ROCK OUTCROP
 TR2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2233+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 TR2233
 TR2233  HISTORY     - Date     Condition        Report By
 TR2233  HISTORY     - 1894     MONUMENTED       CGS
 TR2233  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2233  HISTORY     - 1950     GOOD             CGS
 TR2233  HISTORY     - 1954     GOOD             CGS
 TR2233  HISTORY     - 1983     GOOD             USPSQD
 TR2233  HISTORY     - 20010331 GOOD             NGS
 TR2233  HISTORY     - 20050912 GOOD             USPSQD
 TR2233
 TR2233                          STATION DESCRIPTION
 TR2233
 TR2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2233'STATION IS ON THE NW POINT OF CRANE ISLAND.  AT HIGH TIDE THIS
 TR2233'POINT IS A SMALL ISLAND, RISING ONLY 6 OR 8 FEET ABOVE
 TR2233'TIDES.  STATION IS 4 PACES N OF HIGHEST KNOB OF ISLET.  STATION IS
 TR2233'MARKED BY A 1/2-INCH HOLE, 2 INCHES DEEP, IN SOLID ROCK.  IT IS 5
 TR2233'FEET FROM HIGH-WATER LINE TOWARD MAIN ISLAND.
 TR2233
 TR2233                          STATION RECOVERY (1940)
 TR2233
 TR2233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2233'DRILL HOLE WAS RECOVERED AND RE-MARKED WITH STANDARD DISK STAMPED
 TR2233'CRANE 1894-1940.  REFERENCE MARKS, STANDARD DISK, WERE ESTABLISHED
 TR2233'AND STAMPED IN LIKE MANNER.  ALL MARKS ARE IN LEDGE.
 TR2233'
 TR2233'APPROXIMATELY MIDWAY OF THE NW SIDE OF CRANE ISLAND, DEER HARBOR
 TR2233'SIDE, 0.5 NAUTICAL MILE FROM POLE PASS.  STATION IS ON THE ONLY
 TR2233'PROMINENT POINT ON THIS SIDE OF THE ISLAND.  THE POINT IS IN LEDGE
 TR2233'AND IS DETACHED AT HIGH TIDES.  6 METERS FROM THE EXTREME END OF
 TR2233'POINT AND 12 METERS OUT FROM THE FIRST TREES.  STATION IS ABOUT
 TR2233'MIDWAY OF THE ROCK E AND W AND 2 FEET ABOVE HIGH WATER.
 TR2233'
 TR2233'REFERENCE MARK NO.1 IS 7.623 METERS DISTANT FROM STATION, NO.2
 TR2233'IS 3.940 METERS DISTANT FROM STATION.
 TR2233
 TR2233                          STATION RECOVERY (1950)
 TR2233
 TR2233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2233'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2233'CONDITION AS REMARKED BY L.C.W. IN 1940.
 TR2233'
 TR2233'STATION IS ABOUT 0.5 MILE W OF POLE PASS, ON THE N SIDE OF CRANE
 TR2233'ISLAND, ON THE ONLY PROMINENT POINT ON THE N SIDE OF THE ISLAND,
 TR2233'ON THE MOST N OF TWO ROCKY OUTCROPS THAT BECOME ISLANDS AT HIGH
 TR2233'TIDE, 6 METERS S OF THE EXTREME TIP OF THE POINT AND MIDWAY IN THE
 TR2233'ROCK ISLAND.
 TR2233'
 TR2233'STATION MARK IS A BRONZE STATION DISK STAMPED CRANE 1894 1940
 TR2233'SET IN A DRILL HOLE IN THE ROCK.
 TR2233'
 TR2233'R.M. 1 IS SSW OF THE STATION, IN THE INSHORE END OF THE TWO ISLANDS
 TR2233'MENTIONED ABOVE.  IT IS A BRONZE REFERENCE DISK STAMPED CRANE
 TR2233'1894 1940 1 SET IN A DRILL HOLE IN THE ROCK.
 TR2233'
 TR2233'R.M. 2 IS NNW OF THE STATION, IN THE SAME ROCK OUTCROP.  IT IS A
 TR2233'BRONZE REFERENCE DISK STAMPED CRANE 1894 1940 2 SET IN A DRILL
 TR2233'HOLE IN THE ROCK.
 TR2233'
 TR2233'DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2233
 TR2233                          STATION RECOVERY (1954)
 TR2233
 TR2233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2233'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 TR2233
 TR2233                          STATION RECOVERY (1983)
 TR2233
 TR2233'RECOVERY NOTE BY US POWER SQUADRON 1983 (DWB)
 TR2233'STATION MARK CRANE 1894-1940 RECOVERED GOOD.
 TR2233'
 TR2233'RM 1 CRANE 1894-1940 1 RECOVERED GOOD.
 TR2233'
 TR2233'RM 2 CRANE 1894-1940 2 RECOVERED GOOD.
 TR2233
 TR2233                          STATION RECOVERY (2001)
 TR2233
 TR2233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2233'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 TR2233
 TR2233                          STATION RECOVERY (2005)
 TR2233
 TR2233'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEL)
 TR2233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1509 ***********************************************************************
 SX1509  DESIGNATION -  CRATER
 SX1509  PID         -  SX1509
 SX1509  STATE/COUNTY-  WA/KING
 SX1509  USGS QUAD   -  CARNATION (1993)
 SX1509
 SX1509                         *CURRENT SURVEY CONTROL
 SX1509  ___________________________________________________________________
 SX1509* NAD 83(1991)-  47 38 15.99651(N)    121 54 01.84282(W)     ADJUSTED  
 SX1509* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 SX1509  ___________________________________________________________________
 SX1509  LAPLACE CORR-          17.09  (seconds)                    DEFLEC99
 SX1509  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SX1509
 SX1509  HORZ ORDER  -  THIRD
 SX1509
 SX1509.The horizontal coordinates were established by classical geodetic methods
 SX1509.and adjusted by the National Geodetic Survey in December 1991..
 SX1509
 SX1509.The orthometric height was scaled from a topographic map.
 SX1509
 SX1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1509
 SX1509.The geoid height was determined by GEOID03.
 SX1509
 SX1509;                    North         East     Units Scale Factor Converg.
 SX1509;SPC WA N     -    71,465.271   419,809.951   MT  0.99997715   -0 47 40.3
 SX1509;SPC WA N     -   234,465.64  1,377,326.48   sFT  0.99997715   -0 47 40.3
 SX1509;UTM  10      - 5,276,627.456   582,588.884   MT  0.99968382   +0 48 44.8
 SX1509
 SX1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1509!SPC WA N     -   0.99999193  x   0.99997715  =   0.99996908
 SX1509!UTM  10      -   0.99999193  x   0.99968382  =   0.99967575
 SX1509
 SX1509|---------------------------------------------------------------------|
 SX1509| PID    Reference Object                     Distance      Geod. Az  |
 SX1509|                                                           dddmmss.s |
 SX1509| CF4255 CRATER RM                             8.745 METERS 12313     |
 SX1509| SX1513 AMES                                APPROX. 3.4 KM 2584536.8 |
 SX1509|---------------------------------------------------------------------|
 SX1509
 SX1509                          SUPERSEDED SURVEY CONTROL
 SX1509
 SX1509  NAD 83(1986)-  47 38 15.98730(N)    121 54 01.84793(W) AD(       ) 3
 SX1509  NAD 27      -  47 38 16.62500(N)    121 53 57.41600(W) AD(       ) 3
 SX1509
 SX1509.Superseded values are not recommended for survey control.
 SX1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1509.See file dsdata.txt to determine how the superseded data were derived.
 SX1509
 SX1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8258976627(NAD 83)
 SX1509
 SX1509  HISTORY     - Date     Condition        Report By
 SX1509  HISTORY     - 1937     MONUMENTED       WAGS
 SX1509  HISTORY     - 1937     SEE DESCRIPTION  WA-033
 SX1509
 SX1509                          STATION DESCRIPTION
 SX1509
 SX1509'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1509'THIS STATION IS LOCATED ON THE E SIDE OF VALLEY ABOUT 1-1/2 MILES
 SX1509'E OF THE TOWN OF TOLT (CARNATION POST OFFICE) IN SEC. 22, T.25,
 SX1509'R.7E AND ABOUT 1/4 MILE S OF TOLT RIVER, 40 FEET S OF THE EDGE
 SX1509'OF A BLUFF THAT RUNS INTO A GRAVEL PIT.  IT IS ON THE HIGHEST
 SX1509'POINT OF THE BLUFF.  GRAVEL PIT RESEMBLES A CRATER.
 SX1509'
 SX1509'TO REACH THE STATION FROM TOLT TAKE THE MAIN HIGHWAY S 0.8 MILE,
 SX1509'TURN LEFT JUST AFTER PASSING OVER BRIDGE AND TOLT RIVER, GO 0.5
 SX1509'MILE, PASS UNDER RAILROAD TRESTLE, CONTINUE 0.2 MILE TO THE COUNTY
 SX1509'GRAVEL PIT.  END OF TRUCK TRAVEL.  FROM HERE FOLLOW UP S EDGE OF
 SX1509'GRAVEL PIT TO THE HIGHEST POINT OF THE BLUFF AND TO STATION.  A
 SX1509'5-MINUTE PACK.
 SX1509
 SX1509                          STATION RECOVERY (1937)
 SX1509
 SX1509'RECOVERY NOTE BY KING COUNTY WASHINGTON 1937
 SX1509'NOT RECOVERED.
 SX1509'
 SX1509'IT APPEARS THAT EXCAVATION IN THE GRAVEL PIT BELOW THE STATION
 SX1509'PROBABLY DESTROYED THE STATION.
 SX1509'
 SX1509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SX1509'1 MI. SOUTHEAST OF CARNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0479 ***********************************************************************
 TQ0479  DESIGNATION -  CRATER MTN LOOKOUT HOUSE
 TQ0479  PID         -  TQ0479
 TQ0479  STATE/COUNTY-  WA/WHATCOM
 TQ0479  USGS QUAD   -  CRATER MOUNTAIN (1973)
 TQ0479
 TQ0479                         *CURRENT SURVEY CONTROL
 TQ0479  ___________________________________________________________________
 TQ0479* NAD 83(1991)-  48 44 21.29940(N)    120 55 12.37607(W)     ADJUSTED  
 TQ0479* NAVD 88     -                                                        
 TQ0479  ___________________________________________________________________
 TQ0479  LAPLACE CORR-          11.74  (seconds)                    DEFLEC99
 TQ0479  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TQ0479
 TQ0479  HORZ ORDER  -  THIRD
 TQ0479
 TQ0479.The horizontal coordinates were established by classical geodetic methods
 TQ0479.and adjusted by the National Geodetic Survey in December 1991..
 TQ0479
 TQ0479
 TQ0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0479
 TQ0479.The geoid height was determined by GEOID03.
 TQ0479
 TQ0479;                    North         East     Units Scale Factor Converg.
 TQ0479;SPC WA N     -   193,384.929   493,617.718   MT  1.00000112   -0 03 52.6
 TQ0479;SPC WA N     -   634,463.72  1,619,477.46   sFT  1.00000112   -0 03 52.6
 TQ0479;UTM  10      - 5,400,556.916   652,917.015   MT  0.99988728   +1 33 49.7
 TQ0479
 TQ0479                          SUPERSEDED SURVEY CONTROL
 TQ0479
 TQ0479  NAD 83(1986)-  48 44 21.29767(N)    120 55 12.39635(W) AD(       ) 4
 TQ0479  NAD 27      -  48 44 21.82000(N)    120 55 08.02400(W) AD(       ) 3
 TQ0479
 TQ0479.Superseded values are not recommended for survey control.
 TQ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0479.See file dsdata.txt to determine how the superseded data were derived.
 TQ0479
 TQ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV5291700557(NAD 83)
 TQ0479
 TQ0479  HISTORY     - Date     Condition        Report By
 TQ0479  HISTORY     - 1950     MONUMENTED       CGS
 TQ0479
 TQ0479                          STATION DESCRIPTION
 TQ0479
 TQ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TQ0479'STATION IS ON THE HIGHEST POINT OF CRATER MTN., IN THE MOUNT
 TQ0479'BAKER NATIONAL FOREST, AIRLINE, ABOUT 18 MILES SOUTH OF THE
 TQ0479'CANADIAN BORDER, 16 MILES NORTHEAST OF NEWHALEM AND 10 MILES EAST
 TQ0479'NORTHEAST OF THE DIABLO DAM.
 TQ0479'
 TQ0479'CRATER MTN L.O.H. IS A STANDARD FOREST SERVICE LOOKOUT HOUSE.  THE
 TQ0479'POINT OF INTERSECTION WAS THE PEAK OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1576 ***********************************************************************
 TR1576  DESIGNATION -  CRAVE
 TR1576  PID         -  TR1576
 TR1576  STATE/COUNTY-  WA/JEFFERSON
 TR1576  USGS QUAD   -  NORDLAND (1973)
 TR1576
 TR1576                         *CURRENT SURVEY CONTROL
 TR1576  ___________________________________________________________________
 TR1576* NAD 83(1991)-  48 04 21.22169(N)    122 41 08.06919(W)     ADJUSTED  
 TR1576* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 TR1576  ___________________________________________________________________
 TR1576  LAPLACE CORR-         -10.99  (seconds)                    DEFLEC99
 TR1576  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 TR1576
 TR1576  HORZ ORDER  -  THIRD
 TR1576
 TR1576.The horizontal coordinates were established by classical geodetic methods
 TR1576.and adjusted by the National Geodetic Survey in December 1991..
 TR1576
 TR1576.The orthometric height was scaled from a topographic map.
 TR1576
 TR1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1576
 TR1576.The geoid height was determined by GEOID03.
 TR1576
 TR1576;                    North         East     Units Scale Factor Converg.
 TR1576;SPC WA N     -   120,910.641   361,991.023   MT  0.99994257   -1 22 44.5
 TR1576;SPC WA N     -   396,687.66  1,187,632.21   sFT  0.99994257   -1 22 44.5
 TR1576;UTM  10      - 5,324,413.008   523,421.786   MT  0.99960674   +0 14 02.2
 TR1576
 TR1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1576!SPC WA N     -   1.00000238  x   0.99994257  =   0.99994495
 TR1576!UTM  10      -   1.00000238  x   0.99960674  =   0.99960912
 TR1576
 TR1576|---------------------------------------------------------------------|
 TR1576| PID    Reference Object                     Distance      Geod. Az  |
 TR1576|                                                           dddmmss.s |
 TR1576| CF7723 CRAVE RM 1                           10.069 METERS 00212     |
 TR1576| TR1567 MARROWSTONE POINT HOUSE CHIM        APPROX. 3.2 KM 3562542.5 |
 TR1576| TR1568 POINT MARROWSTONE LIGHTHOUSE        APPROX. 3.2 KM 3565510.6 |
 TR1576|---------------------------------------------------------------------|
 TR1576
 TR1576                          SUPERSEDED SURVEY CONTROL
 TR1576
 TR1576  NAD 83(1986)-  48 04 21.22136(N)    122 41 08.07416(W) AD(       ) 3
 TR1576  NAD 27      -  48 04 21.89300(N)    122 41 03.49500(W) AD(       ) 3
 TR1576
 TR1576.Superseded values are not recommended for survey control.
 TR1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1576.See file dsdata.txt to determine how the superseded data were derived.
 TR1576
 TR1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2342224413(NAD 83)
 TR1576
 TR1576  HISTORY     - Date     Condition        Report By
 TR1576  HISTORY     - 1941     MONUMENTED       CGS
 TR1576  HISTORY     - 1944     SEE DESCRIPTION  CGS
 TR1576  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1576  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1576  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR1576
 TR1576                          STATION DESCRIPTION
 TR1576
 TR1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (CDM)
 TR1576'STATION IS A STANDARD DISK, SET IN THE TOP OF A BLACK ROCK IN
 TR1576'ACCORDANCE WITH NOTE 5.  ROCK IS ABOUT 3- BY 5-FT. AND 1-3/4 FT.
 TR1576'HIGH, ON THE STORM WATERLINE.  STATION IS ABOUT 15 FT. E OF A
 TR1576'GRAYISH-YELLOW DIRT BLUFF ABOUT 40 FT. HIGH, ABOUT 340 FT. S OF A
 TR1576'GRADED DIRT ROAD THAT IS CUT DOWN THE BLUFF TO THE BEACH, ABOUT
 TR1576'22-1/2 FT. W OF THE HIGH-WATERLINE, ABOUT 170 FT. S OF TWO 30-IN. IN
 TR1576'DIAMETER FIR TREES ABOUT 15 FT. APART GROWING ON THE EDGE OF THE
 TR1576'BLUFF ABOUT 25 FT. ABOVE THE HIGH-WATERLINE.  STATION IS ABOUT 0.2
 TR1576'MI. S OF CRAVEN ROCK, AND ON THE E SIDE OF MARROWSTONE ISLAND.
 TR1576'
 TR1576'REFERENCE MARK 1 IS A STANDARD BRONZE REFERENCE DISK, SET IN THE
 TR1576'TOP OF A WHITISH-GRAY GRANITE ROCK ABOUT 3 FT. IN DIAMETER AND 1-3/4
 TR1576'FT. HIGH, N OF THE STATION, AT THE STORM WATERLINE, ABOUT 17-1/2
 TR1576'FT. W OF THE HIGH-WATERLINE, AND 17-1/2 FT. E OF A GRAYISH DIRT
 TR1576'BLUFF ABOUT 35 FT. HIGH.  REFERENCE MARK 1 DISTANCE IS 10.17 M.
 TR1576
 TR1576                          STATION RECOVERY (1961)
 TR1576
 TR1576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1576'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE
 TR1576'DESCRIPTION IS ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING--THE
 TR1576'TWO FIR TREES MENTIONED IN THE DESCRIPTION NO LONGER EXIST.
 TR1576'STATION IS ABOUT 200 FEET SOUTHEAST OF ABANDONED WOODEN RANGE
 TR1576'TOWER ON BLUFF IN TREES.
 TR1576
 TR1576                          STATION RECOVERY (1962)
 TR1576
 TR1576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1576'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 TR1576'IT IS LOCATED ON THE EAST SHORE OF MARROWSTONE ISLAND ABOUT 2 MILES
 TR1576'SOUTH OF MARROWSTONE POINT, ABOUT 1-1/2 MILES NORTH-NORTHEAST OF
 TR1576'THE TOWN OF NORDLAND, ABOUT 1/2 MILE SOUTH-SOUTHEAST OF CRAVEN
 TR1576'ROCK, ON THE STORM HIGHWATER LINE.
 TR1576'
 TR1576'THE STATION IS A STANDARD DISK STAMPED CRAVE 1941 SET IN THE TOP OF
 TR1576'A 3 FOOT HIGH DARK GREY BOULDER, 157 FEET SOUTH OF A SQUARE,
 TR1576'WOODEN, SLATWORK HYDROGRAPHIC SIGNAL AND 6 FEET EAST OF THE BASE OF
 TR1576'A 50 FOOT BLUFF.
 TR1576'
 TR1576'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CRAVE NO 1 1941 SET IN
 TR1576'THE TOP OF A 2-FOOT HIGH, WHITISH-GREEN BOULDER ON THE MEAN
 TR1576'HIGHWATER LINE, AT THE BASE OF THE BLUFF.
 TR1576'
 TR1576'NOTE--THE STATION NAME CRAVE WAS STAMPED ON THE REFERENCE MARK AT
 TR1576'THIS TIME.
 TR1576
 TR1576                          STATION RECOVERY (1966)
 TR1576
 TR1576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JGG)
 TR1576'RECOVERED AS DESCRIBED.
 TR1576'
 TR1576'STATION AND REFERENCE MARK ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1120 ***********************************************************************
 TP1120  DESIGNATION -  CRAWFISH
 TP1120  PID         -  TP1120
 TP1120  STATE/COUNTY-  WA/OKANOGAN
 TP1120  USGS QUAD   -  TUNK MOUNTAIN (1988)
 TP1120
 TP1120                         *CURRENT SURVEY CONTROL
 TP1120  ___________________________________________________________________
 TP1120* NAD 83(1991)-  48 30 03.56220(N)    119 13 37.61954(W)     ADJUSTED  
 TP1120* NAVD 88     -      1301.     (meters)    4268.     (feet)  SCALED    
 TP1120  ___________________________________________________________________
 TP1120  LAPLACE CORR-           9.91  (seconds)                    DEFLEC99
 TP1120  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 TP1120
 TP1120  HORZ ORDER  -  FIRST
 TP1120
 TP1120.The horizontal coordinates were established by classical geodetic methods
 TP1120.and adjusted by the National Geodetic Survey in December 1991..
 TP1120
 TP1120.The orthometric height was scaled from a topographic map.
 TP1120
 TP1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1120
 TP1120.The geoid height was determined by GEOID03.
 TP1120
 TP1120;                    North         East     Units Scale Factor Converg.
 TP1120;SPC WA N     -   168,125.351   618,686.556   MT  0.99996459   +1 11 45.1
 TP1120;SPC WA N     -   551,591.26  2,029,807.48   sFT  0.99996459   +1 11 45.1
 TP1120;UTM  11      - 5,374,380.847   335,486.989   MT  0.99993253   -1 40 06.3
 TP1120
 TP1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1120!SPC WA N     -   0.99979884  x   0.99996459  =   0.99976343
 TP1120!UTM  11      -   0.99979884  x   0.99993253  =   0.99973138
 TP1120
 TP1120|---------------------------------------------------------------------|
 TP1120| PID    Reference Object                     Distance      Geod. Az  |
 TP1120|                                                           dddmmss.s |
 TP1120| CF1288 CRAWFISH RM 1                        11.602 METERS 22357     |
 TP1120| CF1289 CRAWFISH RM 2                        10.854 METERS 31503     |
 TP1120| TP1119 TUNK LOOKOUT TOWER                  APPROX. 5.0 KM 3521516.4 |
 TP1120|---------------------------------------------------------------------|
 TP1120
 TP1120                          SUPERSEDED SURVEY CONTROL
 TP1120
 TP1120  NAD 83(1986)-  48 30 03.57066(N)    119 13 37.61727(W) AD(       ) 1
 TP1120  NAD 27      -  48 30 04.00700(N)    119 13 33.47000(W) AD(       ) 1
 TP1120
 TP1120.Superseded values are not recommended for survey control.
 TP1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1120.See file dsdata.txt to determine how the superseded data were derived.
 TP1120
 TP1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP3548774381(NAD 83)
 TP1120_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1120
 TP1120  HISTORY     - Date     Condition        Report By
 TP1120  HISTORY     - 1936     MONUMENTED       CGS
 TP1120
 TP1120                          STATION DESCRIPTION
 TP1120
 TP1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 TP1120'STATION IS ON THE SIDE OF A RIDGE AT THE W EDGE OF THE COLVILLE
 TP1120'NATIONAL FOREST AND IN THE SE 1/4 SEC. 29, T 35 N, R 29 E, 1-1/2
 TP1120'MILES N OF CRAWFISH LAKE.  STATION IS 53 FEET E OF ROAD, BETWEEN
 TP1120'A TRIANGULAR BLAZED PINE TREE AND A TRIANGULAR BLAZED PINE LOG.
 TP1120'
 TP1120'SURFACE, UNDERGROUND AND REFERENCE MARK NO.1 ARE STANDARD BRONZE
 TP1120'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 TP1120'
 TP1120'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 TP1120'HOLE IN A BOULDER.
 TP1120'
 TP1120'LOOKOUT HOUSES ON OMAK 2 AND TUNK, MAKE GOOD AZIMUTHS.
 TP1120'
 TP1120'TO REACH THE STATION FROM RIVERSIDE RAILROAD STATION, TAKE GRAVEL
 TP1120'ROAD N FOR 1.8 MILES, THEN TAKE RIGHT FORK UP HILL (GRAVEL ROAD)
 TP1120'FOR 7.9 MILES TO T-ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 3.75
 TP1120'MILES TO TUNK VALLEY GRANGE IN SYNAREP, (ARROW CRAWFISH LAKE
 TP1120'7).  TAKE CENTER ROAD AND GO 1.6 MILES TO T-ROAD RIGHT.  CONTINUE
 TP1120'STRAIGHT AHEAD FOR 3.3 MILES TO BOUNDARY OF COLVILLE NATIONAL
 TP1120'FOREST.  THEN CONTINUE 0.9 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4192 ***********************************************************************
 SY4192  DESIGNATION -  CRAWFORD
 SY4192  PID         -  SY4192
 SY4192  STATE/COUNTY-  WA/KING
 SY4192  USGS QUAD   -  
 SY4192
 SY4192                         *CURRENT SURVEY CONTROL
 SY4192  ___________________________________________________________________
 SY4192* NAD 83(1991)-  47 43 50.43738(N)    122 16 53.69848(W)     ADJUSTED  
 SY4192* NAVD 88     -         6.7    (meters)      22.     (feet)  VERTCON   
 SY4192  ___________________________________________________________________
 SY4192  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 SY4192  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4192
 SY4192  HORZ ORDER  -  THIRD
 SY4192
 SY4192.The horizontal coordinates were established by classical geodetic methods
 SY4192.and adjusted by the National Geodetic Survey in December 1991..
 SY4192
 SY4192.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4192
 SY4192.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4192
 SY4192.The geoid height was determined by GEOID03.
 SY4192
 SY4192;                    North         East     Units Scale Factor Converg.
 SY4192;SPC WA N     -    82,260.149   391,372.771   MT  0.99996497   -1 04 41.7
 SY4192;SPC WA N     -   269,881.84  1,284,028.83   sFT  0.99996497   -1 04 41.7
 SY4192;UTM  10      - 5,286,616.722   553,868.883   MT  0.99963566   +0 31 53.9
 SY4192
 SY4192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4192!SPC WA N     -   1.00000265  x   0.99996497  =   0.99996762
 SY4192!UTM  10      -   1.00000265  x   0.99963566  =   0.99963831
 SY4192
 SY4192:                Primary Azimuth Mark                     Grid Az
 SY4192:SPC WA N     -  SAINT EDWARDS SEMINARY TOWER             083 13 31.7
 SY4192:UTM  10      -  SAINT EDWARDS SEMINARY TOWER             081 36 56.1
 SY4192
 SY4192|---------------------------------------------------------------------|
 SY4192| PID    Reference Object                     Distance      Geod. Az  |
 SY4192|                                                           dddmmss.s |
 SY4192| SY3889 SAINT EDWARDS SEMINARY TOWER        APPROX. 1.8 KM 0820850.0 |
 SY4192| SY4190 ST EDWARD PARK WEATHER VANE         APPROX. 1.8 KM 0835035.9 |
 SY4192| SY3840 SAINT EDWARDS SEMINARY TANK         APPROX. 2.2 KM 0962113.6 |
 SY4192| CF6480 CRAWFORD RM 1                        12.376 METERS 18221     |
 SY4192| CF6481 CRAWFORD RP 2                        29.820 METERS 26351     |
 SY4192|---------------------------------------------------------------------|
 SY4192
 SY4192                          SUPERSEDED SURVEY CONTROL
 SY4192
 SY4192  NAD 83(1986)-  47 43 50.43060(N)    122 16 53.70249(W) AD(       ) 3
 SY4192  NAD 27      -  47 43 51.07881(N)    122 16 49.24920(W) AD(       ) 3
 SY4192  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG       
 SY4192
 SY4192.Superseded values are not recommended for survey control.
 SY4192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4192.See file dsdata.txt to determine how the superseded data were derived.
 SY4192
 SY4192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5386986617(NAD 83)
 SY4192_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY4192_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY4192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4192+STABILITY: SURFACE MOTION
 SY4192
 SY4192  HISTORY     - Date     Condition        Report By
 SY4192  HISTORY     - 1981     MONUMENTED       NOS
 SY4192  HISTORY     - 1982     GOOD             NOS
 SY4192  HISTORY     - 1983     GOOD             NOS
 SY4192  HISTORY     - 1984     GOOD             NOS
 SY4192
 SY4192                          STATION DESCRIPTION
 SY4192
 SY4192'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SY4192'THE STATION IS LOCATED IN THE CITY OF SEATTLE, ON THE WEST SHORE
 SY4192'OF LAKE WASHINGTON, ABOUT 3-1/2 MILES NORTH OF SAND POINT, ON
 SY4192'THE PROPERTY OF MR. C.C. CRAWFORD, OF 14014 EDGEWATER LANE N.E.
 SY4192'
 SY4192'THE STATION IS A STANDARD NOS DISK
 SY4192'STAMPED---CRAWFORD 1981---,
 SY4192'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 SY4192'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 SY4192'15.5 METER (51 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 SY4192'CRAWFORD RESIDENCE.
 SY4192'3.1 METER (10 FT) NORTH FROM A CONCRETE BOAT LAUNCHING RAMP.
 SY4192'2.4 METER (8 FT) SOUTH FROM A PROPERTY LINE AND FENCE.
 SY4192'0.6 METER (2 FT) EAST FROM THE BOULDER BULKHEAD ON THE WEST SIDE
 SY4192'OF THE LAKE.
 SY4192'
 SY4192'REFERENCE MARK NUMBER 1 IS A STANDARD NOS DISK
 SY4192'STAMPED---CRAWFORD 1981 RM 1---,
 SY4192'SET INTO THE TOP OF A BOULDER OF 1 METERS
 SY4192'LARGEST DIMENSION.  IT IS LOCATED
 SY4192'10.7 METER (38 FT) EAST FROM THE NORTHEAST CORNER OF THE HOUSE,
 SY4192'AT THE INSHORE END OF A SMALL, WOODEN PIER AND AT THE EDGE OF THE
 SY4192'LAKE.
 SY4192'MARK IS BELOW STATION 0.2 METERS.
 SY4192'
 SY4192'REFERENCE POINT NUMBER 2 IS A RAILROAD SPIKE WITH AN ARROW, SET IN
 SY4192'THE EAST EDGE OF THE PAVING OF EDGEWATER LANE, 9.5 METERS (31
 SY4192'FEET) NORTHWEST OF THE NORTHWEST CORNER OF THE CRAWFORD HOUSE AND
 SY4192'6.2 METERS (20.5 FEET) SOUTH OF A FENCE CORNER.
 SY4192'MARK IS ABOVE STATION 2.0 METERS.
 SY4192'
 SY4192'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.62 METERS.
 SY4192
 SY4192                          STATION RECOVERY (1982)
 SY4192
 SY4192'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RBM)
 SY4192'THE STATION WAS RECOVERED IN GOOD CONDITION.
 SY4192'
 SY4192'DESCRIBED BY S.A. FEHER
 SY4192
 SY4192                          STATION RECOVERY (1983)
 SY4192
 SY4192'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RBM)
 SY4192'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SY4192
 SY4192                          STATION RECOVERY (1984)
 SY4192
 SY4192'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 SY4192'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0569 ***********************************************************************
 TQ0569  DESIGNATION -  CRAWFORD
 TQ0569  PID         -  TQ0569
 TQ0569  STATE/COUNTY-  WA/OKANOGAN
 TQ0569  USGS QUAD   -  BAUERMAN RIDGE (1969)
 TQ0569
 TQ0569                         *CURRENT SURVEY CONTROL
 TQ0569  ___________________________________________________________________
 TQ0569* NAD 83(1991)-  48 58 54.70953(N)    120 00 30.39189(W)     ADJUSTED  
 TQ0569* NAVD 88     -      2399.     (meters)    7871.     (feet)  SCALED    
 TQ0569  ___________________________________________________________________
 TQ0569  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 TQ0569  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 TQ0569
 TQ0569  HORZ ORDER  -  THIRD
 TQ0569
 TQ0569.The horizontal coordinates were established by classical geodetic methods
 TQ0569.and adjusted by the National Geodetic Survey in December 1991..
 TQ0569
 TQ0569.The orthometric height was scaled from a topographic map.
 TQ0569
 TQ0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0569
 TQ0569.The geoid height was determined by GEOID03.
 TQ0569
 TQ0569;                    North         East     Units Scale Factor Converg.
 TQ0569;SPC WA N     -   220,686.062   560,382.917   MT  1.00005625   +0 36 50.9
 TQ0569;SPC WA N     -   724,034.19  1,838,522.95   sFT  1.00005625   +0 36 50.9
 TQ0569;UTM  10      - 5,429,752.744   718,875.827   MT  1.00018856   +2 15 28.9
 TQ0569;UTM  11      - 5,429,801.585   279,888.992   MT  1.00019522   -2 16 14.8
 TQ0569
 TQ0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0569!SPC WA N     -   0.99962678  x   1.00005625  =   0.99968301
 TQ0569!UTM  10      -   0.99962678  x   1.00018856  =   0.99981527
 TQ0569!UTM  11      -   0.99962678  x   1.00019522  =   0.99982193
 TQ0569
 TQ0569:                Primary Azimuth Mark                     Grid Az
 TQ0569:SPC WA N     -  REMMEL                                   244 13 41.1
 TQ0569:UTM  10      -  REMMEL                                   242 35 03.1
 TQ0569:UTM  11      -  REMMEL                                   247 06 46.8
 TQ0569
 TQ0569|---------------------------------------------------------------------|
 TQ0569| PID    Reference Object                     Distance      Geod. Az  |
 TQ0569|                                                           dddmmss.s |
 TQ0569| TQ0431 REMMEL                              APPROX.15.3 KM 2445032.0 |
 TQ0569|---------------------------------------------------------------------|
 TQ0569
 TQ0569                          SUPERSEDED SURVEY CONTROL
 TQ0569
 TQ0569  NAD 83(1986)-  48 58 54.70689(N)    120 00 30.38998(W) AD(       ) 3
 TQ0569
 TQ0569.Superseded values are not recommended for survey control.
 TQ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0569.See file dsdata.txt to determine how the superseded data were derived.
 TQ0569
 TQ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGV1887629753(NAD 83)
 TQ0569_MARKER: DD = SURVEY DISK
 TQ0569_SETTING: 80 = SET IN A BOULDER
 TQ0569_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TQ0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0569+STABILITY: SURFACE MOTION
 TQ0569
 TQ0569  HISTORY     - Date     Condition        Report By
 TQ0569  HISTORY     - 1935     MONUMENTED       IBC
 TQ0569
 TQ0569                          STATION DESCRIPTION
 TQ0569
 TQ0569'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1935 (JH)
 TQ0569'ABOUT 1.2 MILES SOUTH OF THE INTERNATIONAL BOUNDARY, SOUTHEAST OF
 TQ0569'MONUMENT 101, ON THE HIGHEST POINT OF A HIGH BARE MOUNTAIN.
 TQ0569'
 TQ0569'STATION MARK--A 3 - INCH BRONZE - DISK STATION MARK BEARING THE WORDS
 TQ0569'---INTERNATIONAL BOUNDARY COMMISSION---SET IN A DRILL HOLE IN A LARGE
 TQ0569'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2657 ***********************************************************************
 RC2657  DESIGNATION -  CREEK
 RC2657  PID         -  RC2657
 RC2657  STATE/COUNTY-  WA/KLICKITAT
 RC2657  USGS QUAD   -  CENTERVILLE (1983)
 RC2657
 RC2657                         *CURRENT SURVEY CONTROL
 RC2657  ___________________________________________________________________
 RC2657* NAD 83(1991)-  45 47 29.81133(N)    120 54 20.70293(W)     ADJUSTED  
 RC2657* NAVD 88     -       538.3    (meters)    1766.     (feet)  VERTCON   
 RC2657  ___________________________________________________________________
 RC2657  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 RC2657  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 RC2657
 RC2657  HORZ ORDER  -  SECOND
 RC2657
 RC2657.The horizontal coordinates were established by classical geodetic methods
 RC2657.and adjusted by the National Geodetic Survey in December 1991..
 RC2657
 RC2657.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2657
 RC2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2657
 RC2657.The geoid height was determined by GEOID03.
 RC2657
 RC2657;                    North         East     Units Scale Factor Converg.
 RC2657;SPC WA S     -    51,019.576   468,451.253   MT  1.00000972   -0 17 41.0
 RC2657;SPC WA S     -   167,386.73  1,536,910.49   sFT  1.00000972   -0 17 41.0
 RC2657;UTM  10      - 5,073,027.617   662,769.291   MT  0.99992572   +1 30 05.4
 RC2657
 RC2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2657!SPC WA S     -   0.99991891  x   1.00000972  =   0.99992862
 RC2657!UTM  10      -   0.99991891  x   0.99992572  =   0.99984463
 RC2657
 RC2657:                Primary Azimuth Mark                     Grid Az
 RC2657:SPC WA S     -  CREEK AZ MK                              000 43 45.2
 RC2657:UTM  10      -  CREEK AZ MK                              358 55 58.8
 RC2657
 RC2657|---------------------------------------------------------------------|
 RC2657| PID    Reference Object                     Distance      Geod. Az  |
 RC2657|                                                           dddmmss.s |
 RC2657| RC2659 CREEK AZ MK                         APPROX. 3.0 KM 0002604.2 |
 RC2657| RC2655 KLICK AZ MK                         APPROX. 9.2 KM 0262059.6 |
 RC2657| CF4735 CREEK RM 1                            6.244 METERS 15209     |
 RC2657| CF4736 CREEK RM 2                            6.485 METERS 19036     |
 RC2657|---------------------------------------------------------------------|
 RC2657
 RC2657                          SUPERSEDED SURVEY CONTROL
 RC2657
 RC2657  NAD 83(1991)-  45 47 29.81201(N)    120 54 20.70311(W) AD(       ) 2
 RC2657  NAD 83(1986)-  45 47 29.82359(N)    120 54 20.69441(W) AD(       ) 2
 RC2657  NAD 27      -  45 47 30.37800(N)    120 54 16.45200(W) AD(       ) 2
 RC2657  NGVD 29 (07/19/86)  537.3    (m)         1763.     (f) VERT ANG       
 RC2657
 RC2657.Superseded values are not recommended for survey control.
 RC2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2657.See file dsdata.txt to determine how the superseded data were derived.
 RC2657
 RC2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6276973028(NAD 83)
 RC2657_MARKER: DS = TRIANGULATION STATION DISK
 RC2657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2657
 RC2657  HISTORY     - Date     Condition        Report By
 RC2657  HISTORY     - 1947     MONUMENTED       CGS
 RC2657  HISTORY     - 1979     GOOD             NGS
 RC2657
 RC2657                          STATION DESCRIPTION
 RC2657
 RC2657'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2657'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF GOLDENDALE,
 RC2657'ABOUT 2.75 MILES NORTH OF CENTERVILLE, ABOUT 1.0 MILE SOUTH OF
 RC2657'LITTLE KLICKITAT CREEK, ABOUT 0.1 MILE NORTH OF A POINT WHERE THE
 RC2657'HIGHWAY PASSES OVER A LOW SUMMIT, 39 FEET SOUTH SOUTHEAST OF A
 RC2657'TELEPHONE POLE, 31 FEET EAST OF THE CENTER OF THE HIGHWAY WHICH
 RC2657'LEADS BETWEEN GOLDENDALE AND CENTERVILLE, 8 FEET EAST OF THE
 RC2657'HIGHWAY CUTBANK, 7 FEET HIGHER THAN THE HIGHWAY AND 7 FEET
 RC2657'NORTHEAST OF A WHITE POST.
 RC2657'
 RC2657'TO REACH, FROM THE INTERSECTION OF NORTH COLUMBUS STREET AND
 RC2657'BROADWAY IN THE CITY OF GOLDENDALE, GO WEST ON BROADWAY FOR 3.9
 RC2657'MILES TO THE MOUNTAIN VIEW FARM ON THE LEFT HAND SIDE OF THE
 RC2657'ROAD.  TURN LEFT, ONTO A GRADED ROAD, AND GO SOUTH FOR 0.4 MILE
 RC2657'TO CREEK AZIMUTH ON THE LEFT HAND SIDE OF THE ROAD.  CONTINUE
 RC2657'STRAIGHT AHEAD, SOUTH, FOR 0.6 MILE.  CROSS THE BRIDGE WHICH
 RC2657'SPANS THE LITTLE KLICKITAT RIVER AND CONTINUE SOUTH ON THE MAIN
 RC2657'TRAVELED ROAD FOR 1.3 MILES TO A CROSS ROADS INTERSECTION.
 RC2657'CONTINUE STRAIGHT AHEAD, ON THE PAVED ROAD, FOR 0.2 MILE
 RC2657'TO A SMALL HIGHWAY CUT AND THE STATION.
 RC2657'
 RC2657'THE STATION IS A STANDARD DISK, STAMPED CREEK 1947, SET IN THE
 RC2657'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 RC2657'
 RC2657'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CREEK NO 1
 RC2657'1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 RC2657'ABOUT 3 INCHES AND IS ABOUT 1.5 FEET LOWER THAN THE STATION.  IT
 RC2657'IS LOCATED 15 FEET EAST OF A WIRE FENCE.
 RC2657'
 RC2657'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CREEK NO 2
 RC2657'1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 RC2657'ABOUT 6 INCHES AND IS ABOUT 1.5 FEET LOWER THAN THE STATION.  IT
 RC2657'IS LOCATED 2 FEET EAST OF A WIRE FENCE.
 RC2657'
 RC2657'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CREEK 1947, SET IN
 RC2657'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4
 RC2657'INCHES.  IT IS LOCATED ABOUT 1.5 MILES NORTH OF THE STATION,
 RC2657'ABOUT 0.5 MILE NORTH OF LITTLE KLICKITAT RIVER, ABOUT 0.15 MILE
 RC2657'NORTH OF A RANCH HOUSE, 28 FEET NORTH OF THE CENTER OF A WIRE
 RC2657'GATE, 24 FEET EAST OF THE CENTER OF A GRADED ROAD, 8 FEET
 RC2657'SOUTHEAST OF A WHITE POST AND 3 FEET WEST OF A WIRE FENCE.
 RC2657'
 RC2657'SUBSTITUTE STATION 71 V 72-A IS A POINT WHERE A CULTIVATED FIELD
 RC2657'INTERSECTS A FENCE LINE.  IT IS THE SAME ELEVATION AS THE STATION.
 RC2657
 RC2657                          STATION RECOVERY (1979)
 RC2657
 RC2657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RC2657'THE STATION, AZIMUTH MARK AND RM 2 WERE RECOVERED IN GOOD
 RC2657'CONDITION.  REFERENCE MARK 1 WAS ALSO RECOVERED BUT THE DISK HAS BEEN
 RC2657'MARED BY FARM EQUIPMENT.  A DIFFERENCE OF 0.023 METERS WAS OBSERVED
 RC2657'BETWEEN THE STATION AND RM 1.  THE DISTANCE TO RM 2 CHECKED BY 0.006
 RC2657'METERS.
 RC2657'
 RC2657'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF GOLDENDALE, 3
 RC2657'MILES NORTH OF CENTERVILLE AND ON THE EAST CUTBANK OF SIMCO MTN ROAD.
 RC2657'
 RC2657'TO REACH THE STATION FROM THE POST OFFICE IN CENTERVILLE GO WEST ON
 RC2657'CENTERVILLE ROAD FOR 0.1 MILE, TURN RIGHT, NORTH, ON SIMCO MTN RD AND
 RC2657'GO 2.6 MILES TO THE STATION ON THE RIGHT.
 RC2657'
 RC2657'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 RC2657'STAMPED---CREEK 1947---SET INTO THE TOP OF A SQUARE CONCRETE
 RC2657'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 15 CM (6 INCHES) ABOVE
 RC2657'THE GROUND LOCATED 9.14 METERS (30.0 FEET) E FROM THE CENTERLINE OF
 RC2657'THE ROAD, 1.71 METERS (5.6 FEET) E FROM A FENCE, AND 1.65 METERS (5.4
 RC2657'FEET) E FROM A METAL WITNESS POST.
 RC2657'
 RC2657'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RC2657'NOS) DISK STAMPED---CREEK NO 1 1947---SET INTO THE TOP OF A SQUARE
 RC2657'CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE RECESSED 8 CM (3 INCHES)
 RC2657'BELOW THE GROUND LOCATED 11.9 METERS (39 FEET) E FROM THE CENTERLINE
 RC2657'OF A PAVED RD, 4.57 METERS (15.0 FEET) E FROM A FENCE, 7.32 METERS
 RC2657'(24.0 FEET) SE FROM A METAL WITNESS POST, AND 0.3 METER (1 FOOT)
 RC2657'LOWER THAN THE STATION.
 RC2657'
 RC2657'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RC2657'NOS) DISK STAMPED---CREEK 1947 NO 2---SET INTO THE TOP OF A SQUARE
 RC2657'CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE RECESSED 10 CM (4 INCHES)
 RC2657'BELOW THE GROUND LOCATED 7.6 METERS (25 FEET) E FROM THE CENTERLINE
 RC2657'OF THE ROAD, 0.37 METER (1.2 FEET) E FROM A WIRE FENCE, 6.55 METERS
 RC2657'(21.5 FEET) S FROM A METAL WITNESS POST, AND 0.6 METER (2 FEET) LOWER
 RC2657'THAN THE STATION.
 RC2657'
 RC2657'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RC2657'NOS) DISK STAMPED---CREEK 1947---SET INTO THE TOP OF A SQUARE
 RC2657'CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE PROJECTING 8 CM (3
 RC2657'INCHES) ABOVE THE GROUND LOCATED 8.5 METERS (28 FEET) N FROM THE
 RC2657'CENTER OF A WIRE GATE, 7.3 METERS (24 FEET) E FROM THE CENTERLINE OF
 RC2657'A GRAVEL ROAD (SIMCOE MT RD), 0.9 METER (3 FEET) W FROM A METAL
 RC2657'WITNESS POST, AND 0.9 METER (3 FEET) W FROM A WIRE FENCE.
 RC2657'
 RC2657'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON SIMCO MTN RD
 RC2657'FOR 0.2 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD ON SIMCO MTN RD
 RC2657'FOR 1.9 MILES TO THE AZIMUTH MARK ON THE RIGHT.  THIS POINT IS 0.6
 RC2657'MILE NORTH OF WHERE SIMCO MTN RD PASSES OVER THE LITTLE KLICKITAT
 RC2657'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2582 ***********************************************************************
 TR2582  DESIGNATION -  CREEK
 TR2582  PID         -  TR2582
 TR2582  STATE/COUNTY-  WA/WHATCOM
 TR2582  USGS QUAD   -  BLAINE (1994)
 TR2582
 TR2582                         *CURRENT SURVEY CONTROL
 TR2582  ___________________________________________________________________
 TR2582* NAD 83(1991)-  48 57 48.56037(N)    122 44 03.80409(W)     ADJUSTED  
 TR2582* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 TR2582  ___________________________________________________________________
 TR2582  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 TR2582  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 TR2582
 TR2582  HORZ ORDER  -  THIRD
 TR2582
 TR2582.The horizontal coordinates were established by classical geodetic methods
 TR2582.and adjusted by the National Geodetic Survey in December 1991..
 TR2582
 TR2582.The orthometric height was scaled from a topographic map.
 TR2582
 TR2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2582
 TR2582.The geoid height was determined by GEOID03.
 TR2582
 TR2582;                    North         East     Units Scale Factor Converg.
 TR2582;SPC WA N     -   220,038.280   360,801.622   MT  1.00005144   -1 24 55.4
 TR2582;SPC WA N     -   721,908.92  1,183,729.99   sFT  1.00005144   -1 24 55.4
 TR2582;UTM  10      - 5,423,431.029   519,441.571   MT  0.99960464   +0 12 01.3
 TR2582
 TR2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2582!SPC WA N     -   1.00000078  x   1.00005144  =   1.00005222
 TR2582!UTM  10      -   1.00000078  x   0.99960464  =   0.99960542
 TR2582
 TR2582:                Primary Azimuth Mark                     Grid Az
 TR2582:SPC WA N     -  TRAP                                     272 20 08.0
 TR2582:UTM  10      -  TRAP                                     270 43 11.3
 TR2582
 TR2582|---------------------------------------------------------------------|
 TR2582| PID    Reference Object                     Distance      Geod. Az  |
 TR2582|                                                           dddmmss.s |
 TR2582| TR2663 TRAP                                APPROX. 2.3 KM 2705512.6 |
 TR2582|---------------------------------------------------------------------|
 TR2582
 TR2582                          SUPERSEDED SURVEY CONTROL
 TR2582
 TR2582  NAD 83(1986)-  48 57 48.51821(N)    122 44 03.72527(W) AD(       ) 3
 TR2582
 TR2582.Superseded values are not recommended for survey control.
 TR2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2582.See file dsdata.txt to determine how the superseded data were derived.
 TR2582
 TR2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV1944223431(NAD 83)
 TR2582_MARKER: H = DRILL HOLE
 TR2582_SETTING: 0 = UNSPECIFIED SETTING
 TR2582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2582
 TR2582  HISTORY     - Date     Condition        Report By
 TR2582  HISTORY     - 1888     MONUMENTED       CGS
 TR2582
 TR2582                          STATION DESCRIPTION
 TR2582
 TR2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1888
 TR2582'AT THE HEAD OF DRAYTON HARBOR, ON A POINT JUST WEST OF THE MOUTH OF
 TR2582'CALIFORNIA CREEK.  THE STATION IS ON A BLUFF 8 FEET HIGH AND IS ABOUT
 TR2582'3 PACES BACK FROM THE EDGE OF THE BLUFF.  A ROAD FOLLOWING THE SHORE
 TR2582'LINE FROM BLAINE TURNS INSHORE HERE AND CUTS ACROSS THE POINT.  A
 TR2582'FENCE IS INSIDE THE ROAD.  THE DISTANCE TO THE STATION FROM THE ANGLE
 TR2582'THE FENCE AT THE TURN OF THE ROAD IS ABOUT 8 METERS.  A LARGE BOULDER
 TR2582'ABOUT 30 METERS OUTSIDE THE SHORE LINE IS IN LINE WITH THE DWELLING
 TR2582'HOUSE OF MR DEXTER.  THERE IS ANOTHER LARGE BOULDER ABOUT 20 METERS
 TR2582'UPSHORE.
 TR2582'
 TR2582'STATION MARK--A DRILL HOLE IN A STONE PLACED 1 FOOT BELOW THE SURFACE
 TR2582'OF THE GROUND.  IN 1905 TWO TREES WERE MARKED, ONE N 48 DEGREES 30
 TR2582'MINUTES E, 4.4 METERS DISTANT FROM THE STATION, THE OTHER S 51 DEGREES
 TR2582'00 MINUTES E, 4.7 METERS DISTANT FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3660 ***********************************************************************
 SY3660  DESIGNATION -  CREEK 1902
 SY3660  PID         -  SY3660
 SY3660  STATE/COUNTY-  WA/KING
 SY3660  USGS QUAD   -  AUBURN (1994)
 SY3660
 SY3660                         *CURRENT SURVEY CONTROL
 SY3660  ___________________________________________________________________
 SY3660* NAD 83(1991)-  47 32 37.81144(N)    122 12 32.86026(W)     ADJUSTED  
 SY3660* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3660  ___________________________________________________________________
 SY3660  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 SY3660  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SY3660
 SY3660  HORZ ORDER  -  THIRD
 SY3660
 SY3660.The horizontal coordinates were established by classical geodetic methods
 SY3660.and adjusted by the National Geodetic Survey in December 1991..
 SY3660
 SY3660.The orthometric height was scaled from a topographic map.
 SY3660
 SY3660.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3660
 SY3660.The geoid height was determined by GEOID03.
 SY3660
 SY3660;                    North         East     Units Scale Factor Converg.
 SY3660;SPC WA N     -    61,390.677   396,435.381   MT  0.99999211   -1 01 27.5
 SY3660;SPC WA N     -   201,412.58  1,300,638.41   sFT  0.99999211   -1 01 27.5
 SY3660;SPC WA S     -   247,108.225   371,338.429   MT  1.00005501   -1 14 29.4
 SY3660;SPC WA S     -   810,720.90  1,218,299.50   sFT  1.00005501   -1 14 29.4
 SY3660;UTM  10      - 5,265,904.624   559,513.532   MT  0.99964352   +0 35 00.7
 SY3660
 SY3660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3660!SPC WA N     -   1.00000333  x   0.99999211  =   0.99999544
 SY3660!SPC WA S     -   1.00000333  x   1.00005501  =   1.00005834
 SY3660!UTM  10      -   1.00000333  x   0.99964352  =   0.99964685
 SY3660
 SY3660:                Primary Azimuth Mark                     Grid Az
 SY3660:SPC WA N     -  LOW                                      029 45 54.5
 SY3660:SPC WA S     -  LOW                                      029 58 56.4
 SY3660:UTM  10      -  LOW                                      028 09 26.3
 SY3660
 SY3660|---------------------------------------------------------------------|
 SY3660| PID    Reference Object                     Distance      Geod. Az  |
 SY3660|                                                           dddmmss.s |
 SY3660| SY3603 LOW                                 APPROX. 3.0 KM 0284427.0 |
 SY3660| SY3664 CASTLE                              APPROX. 1.3 KM 0433531.5 |
 SY3660| SY3667 NEW                                 APPROX. 1.1 KM 0602346.5 |
 SY3660| SY3678 SOLID 1902                          APPROX. 1.0 KM 1013419.1 |
 SY3660| SY3642 CRANE                               APPROX. 0.6 KM 3564215.1 |
 SY3660|---------------------------------------------------------------------|
 SY3660
 SY3660                          SUPERSEDED SURVEY CONTROL
 SY3660
 SY3660  NAD 83(1986)-  47 32 37.80509(N)    122 12 32.86680(W) AD(       ) 3
 SY3660  NAD 27      -  47 32 38.45100(N)    122 12 28.42700(W) AD(       ) 3
 SY3660
 SY3660.Superseded values are not recommended for survey control.
 SY3660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3660.See file dsdata.txt to determine how the superseded data were derived.
 SY3660
 SY3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5951465905(NAD 83)
 SY3660
 SY3660  HISTORY     - Date     Condition        Report By
 SY3660  HISTORY     - 1902     MONUMENTED       CGS
 SY3660  HISTORY     - 1919     SEE DESCRIPTION  CGS
 SY3660
 SY3660                          STATION DESCRIPTION
 SY3660
 SY3660'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OBF)
 SY3660'STATION IS ON THE E SHORE OF MERCER ISLAND.  THE S END OF THE
 SY3660'LAKE CAN JUST BE SEEN FROM IT.  DIRECTLY OPPOSITE IS AN OLD
 SY3660'RAILROAD TRESTLE.
 SY3660'
 SY3660'STATION IS MARKED BY A BOTTLE BURIED IN THE GROUND ABOUT 2 FEET
 SY3660'UPON WHICH IS A CEDAR STUB, 3 BY 5 BY 24 INCHES, CONTAINING A
 SY3660'COPPER NAIL TO WHICH IS REFERRED TO THE FOLLOWING POINTS--3.62
 SY3660'METERS S, A COPPER NAIL IN AN 8-INCH BLAZED WILLOW STUMP.  7.29
 SY3660'METERS W, A COPPER NAIL IN A 14-INCH BLAZED COTTONWOOD TREE.
 SY3660'10.15 METERS N, A COPPER NAIL IN A 10-INCH BLAZED WILLOW STUMP.
 SY3660
 SY3660                          STATION RECOVERY (1919)
 SY3660
 SY3660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3660'CENTER STAKE AND REFERENCE MARK NO.2 FOUND.  STATION RE-MARKED
 SY3660'AND DESCRIBED.  ECCENTRIC STATION OCCUPIED TO AVOID CUTTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3590 ***********************************************************************
 SY3590  DESIGNATION -  CREEK 2 1919
 SY3590  PID         -  SY3590
 SY3590  STATE/COUNTY-  WA/KING
 SY3590  USGS QUAD   -  AUBURN (1994)
 SY3590
 SY3590                         *CURRENT SURVEY CONTROL
 SY3590  ___________________________________________________________________
 SY3590* NAD 83(1991)-  47 32 37.65812(N)    122 12 31.96873(W)     ADJUSTED  
 SY3590* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3590  ___________________________________________________________________
 SY3590  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 SY3590  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SY3590
 SY3590  HORZ ORDER  -  THIRD
 SY3590
 SY3590.The horizontal coordinates were established by classical geodetic methods
 SY3590.and adjusted by the National Geodetic Survey in December 1991..
 SY3590
 SY3590.The orthometric height was scaled from a topographic map.
 SY3590
 SY3590.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3590
 SY3590.The geoid height was determined by GEOID03.
 SY3590
 SY3590;                    North         East     Units Scale Factor Converg.
 SY3590;SPC WA N     -    61,385.609   396,453.936   MT  0.99999212   -1 01 26.8
 SY3590;SPC WA N     -   201,395.95  1,300,699.29   sFT  0.99999212   -1 01 26.8
 SY3590;UTM  10      - 5,265,900.080   559,532.215   MT  0.99964355   +0 35 01.3
 SY3590
 SY3590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3590!SPC WA N     -   1.00000333  x   0.99999212  =   0.99999545
 SY3590!UTM  10      -   1.00000333  x   0.99964355  =   0.99964688
 SY3590
 SY3590:                Primary Azimuth Mark                     Grid Az
 SY3590:SPC WA N     -  BRICK COVERED TANK                       131 44 41.1
 SY3590:UTM  10      -  BRICK COVERED TANK                       130 08 13.0
 SY3590
 SY3590|---------------------------------------------------------------------|
 SY3590| PID    Reference Object                     Distance      Geod. Az  |
 SY3590|                                                           dddmmss.s |
 SY3590| SY3621 BRICK COVERED TANK                  APPROX. 1.1 KM 1304314.3 |
 SY3590| SY3618 MAY                                 APPROX. 1.4 KM 1523035.0 |
 SY3590| SY3660 CREEK 1902                           19.235 METERS 28415     |
 SY3590| SY3672 WHITE FLAGPOLE                      APPROX. 2.4 KM 3590300.0 |
 SY3590|---------------------------------------------------------------------|
 SY3590
 SY3590                          SUPERSEDED SURVEY CONTROL
 SY3590
 SY3590  NAD 83(1986)-  47 32 37.65179(N)    122 12 31.97536(W) AD(       ) 3
 SY3590  NAD 27      -  47 32 38.29800(N)    122 12 27.53600(W) AD(       ) 3
 SY3590
 SY3590.Superseded values are not recommended for survey control.
 SY3590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3590.See file dsdata.txt to determine how the superseded data were derived.
 SY3590
 SY3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5953265900(NAD 83)
 SY3590_MARKER: Z = SEE DESCRIPTION
 SY3590_SETTING: 0 = UNSPECIFIED SETTING
 SY3590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3590
 SY3590  HISTORY     - Date     Condition        Report By
 SY3590  HISTORY     - 1919     MONUMENTED       CGS
 SY3590  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY3590  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY3590  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SY3590  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY3590
 SY3590                          STATION DESCRIPTION
 SY3590
 SY3590'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3590'THIS MAIN SCHEME STATION IS LOCATED IN A CULTIVATED FIELD ON THE
 SY3590'E SHORE OF MERCER ISLAND, ABOUT 1-1/2 MILES N OF THE EXTREME S
 SY3590'POINT OF MERCER ISLAND.
 SY3590'
 SY3590'STATION IS MARKED BY A REGULATION BRONZE DISK SET IN THE TOP OF
 SY3590'A CYLINDRICAL CONCRETE MOLD POURED IN PLACE ABOUT 25 FEET FROM THE
 SY3590'WATERS EDGE AND AT AN ELEVATION OF ABOUT 5 FEET.
 SY3590'
 SY3590'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 SY3590'DESCRIBED IN NOTE 11B.
 SY3590'
 SY3590'WITNESS MARK NO.1 IS A TRIANGULAR BLAZE WITH A NAIL AT THE CENTER
 SY3590'AND EACH APEX OF THE TRIANGLE IN ALDER TREE 1 FOOT IN
 SY3590'DIAMETER.  NAME AND YEAR STAMPED THEREON.
 SY3590'
 SY3590'CREEK (1902) IS MARKED BY REFERENCE MARK NO.2.
 SY3590
 SY3590                          STATION RECOVERY (1954)
 SY3590
 SY3590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CP)
 SY3590'THE STATION WAS FOUND IN GOOD CONDITION.  THE REFERENCE MARKS
 SY3590'WERE FOUND BURIED IN THE LAWN, AND THERE IS EVIDENCE THAT BOTH OF
 SY3590'THEM HAVE BEEN SLIGHTLY DISTURBED DURING IMPROVEMENTS.  THERE ARE
 SY3590'A NUMBER OF CHANGES, SO A COMPLETE CORRECT DESCRIPTION FOLLOWS--
 SY3590'
 SY3590'ON THE E SIDE OF MERCER ISLAND, ABOUT 1 MI. NE OF SOUTH POINT, ON
 SY3590'THE O. ENGSTROM PROPERTY WHICH IS JUST S OF THE HOME OF
 SY3590'J.C. GREGORY, 6460 EAST MERCER WAY, IN A CLUMP OF FIR TREES, ABOUT
 SY3590'75 FT. SW OF MR. GREGORYS WHARF, ABOUT 25 FT. FROM THE WATER, 5
 SY3590'FT. ABOVE THE LAKE, A STANDARD DISK, SET IN THE TOP OF A
 SY3590'CYLINDRICAL CONCRETE MOLD POURED IN PLACE PROJECTING 2 IN. ABOVE
 SY3590'GROUND, AND STAMPED CREEK 2 1919.
 SY3590'
 SY3590'REFERENCE MARK 1 IS SW OF THE STATION BURIED 6 IN. IN THE
 SY3590'LAWN.  IT IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 SY3590'AND UNSTAMPED.
 SY3590'
 SY3590'REFERENCE MARK 2 IS NW OF THE STATION, ABOUT 8 FT. SE OF THE SE
 SY3590'CORNER OF THE ROCKERY AROUND MR. GREGORYS HOUSE.  IT IS BURIED 2
 SY3590'IN. IN THE LAWN.  IT IS A STANDARD DISK, SET IN THE TOP OF A
 SY3590'CONCRETE POST AND UNSTAMPED.  THE TABLET IS INCLINED ABOUT 30 DEG
 SY3590'WITH THE HORIZONTAL.
 SY3590
 SY3590                          STATION RECOVERY (1956)
 SY3590
 SY3590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSH)
 SY3590'ON THE E SHORE OF MERCER ISLAND, ON PREMISES OF 6610 EAST MERCER
 SY3590'WAY (WHERE WAS JUST COMPLETED A NEW RESIDENCE OWNED BY FLORENCE
 SY3590'AND MARGARET ENGSTROM), 18 FT. S OF THE N PROPERTY LINE AND ABOUT
 SY3590'25 FT. FROM WATERS EDGE (BENEATH A LARGE FIR TREE WITH LOW
 SY3590'OVER-HANGING BRANCHES).  STATION MARK IN A CYLINDRICAL CONCRETE
 SY3590'MOLD IN GOOD CONDITION.  REFERENCE MARK 1 PRESENTLY STANDS ALONG
 SY3590'ONE SIDE OF AN OPEN DITCH FOR LAYING DRAIN TILE AND MAY BE
 SY3590'COVERED AFTER LANDSCAPING IS COMPLETED.  REFERENCE MARK 2 WAS NOT
 SY3590'UNCOVERED BUT APPARENTLY IN POSITION AS REPORTED IN 1954 RECOVERY.
 SY3590'
 SY3590'(PROPERTY OWNER ADVISES REFERENCE MARK 1 WILL BE COVERED ABOUT
 SY3590'1 FT. IN LANDSCAPING.  STATION MARK WILL NOT BE BOTHERED AND REMAIN
 SY3590'EASILY RECOVERABLE.)
 SY3590
 SY3590                          STATION RECOVERY (1957)
 SY3590
 SY3590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 SY3590'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 SY3590'PREVIOUSLY DESCRIBED.
 SY3590
 SY3590                          STATION RECOVERY (1963)
 SY3590
 SY3590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3590'STATION MARK WAS EASILY RECOVERED UNDER THE BRANCHES OF THE LARGE
 SY3590'FIR TREE ON THE LAWN AT 6610 E. MERCER WAY.  (GRASS DOES NOT
 SY3590'COVER THE MARK).  STATION IS ABOUT 32 FEET FROM THE OUTSIDE EDGE
 SY3590'OF THE BULKHEAD, AND 12 FEET SOUTH OF THE PROLONGATION OF THE
 SY3590'NORTH SIDE OF THE HOUSE.
 SY3590'
 SY3590'MR. OSCAR ENGSTROM, WHO HAS OWNED THE LAND FOR MANY YEARS, CLAIMS
 SY3590'THE REFERENCE MARKS WERE DISTURBED DURING LANDSCAPING THE LAWN.  IT
 SY3590'WAS OBVIOUS HE DID NOT WANT ANY DIGGING DONE IN THE LAWN, ALTHOUGH
 SY3590'I DID NOT ASK DIRECTLY.  BUT WITHOUT DIGGING IN THE LAWN THE
 SY3590'REFERENCE MARKS ARE OF NO VALUE, DISTURBED OR OTHERWISE.  LARGE
 SY3590'BRANCHES FROM THE TREE HANG LOW OVER THE STATION MARK, WHICH
 SY3590'MAKES AN ECCENTRIC SETUP NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2659 ***********************************************************************
 RC2659  DESIGNATION -  CREEK AZ MK
 RC2659  PID         -  RC2659
 RC2659  STATE/COUNTY-  WA/KLICKITAT
 RC2659  USGS QUAD   -  CENTERVILLE (1983)
 RC2659
 RC2659                         *CURRENT SURVEY CONTROL
 RC2659  ___________________________________________________________________
 RC2659* NAD 83(1991)-  45 49 07.04917(N)    120 54 19.64829(W)     ADJUSTED  
 RC2659* NAVD 88     -       496.0    (meters)    1627.     (feet)  VERTCON   
 RC2659  ___________________________________________________________________
 RC2659  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 RC2659  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 RC2659
 RC2659  HORZ ORDER  -  THIRD
 RC2659
 RC2659.The horizontal coordinates were established by classical geodetic methods
 RC2659.and adjusted by the National Geodetic Survey in December 1991..
 RC2659
 RC2659.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2659
 RC2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2659
 RC2659.The geoid height was determined by GEOID03.
 RC2659
 RC2659;                    North         East     Units Scale Factor Converg.
 RC2659;SPC WA S     -    54,021.590   468,489.464   MT  1.00000337   -0 17 40.3
 RC2659;SPC WA S     -   177,235.83  1,537,035.85   sFT  1.00000337   -0 17 40.3
 RC2659;UTM  10      - 5,076,029.110   662,713.371   MT  0.99992550   +1 30 08.6
 RC2659
 RC2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2659!SPC WA S     -   0.99992552  x   1.00000337  =   0.99992889
 RC2659!UTM  10      -   0.99992552  x   0.99992550  =   0.99985103
 RC2659
 RC2659                          SUPERSEDED SURVEY CONTROL
 RC2659
 RC2659  NAD 83(1991)-  45 49 07.05026(N)    120 54 19.64829(W) AD(       ) 3
 RC2659  NAD 83(1986)-  45 49 07.06114(N)    120 54 19.63900(W) AD(       ) 3
 RC2659  NAD 27      -  45 49 07.61500(N)    120 54 15.39700(W) AD(       ) 3
 RC2659  NGVD 29 (07/19/86)  495.0    (m)         1624.     (f) VERT ANG       
 RC2659
 RC2659.Superseded values are not recommended for survey control.
 RC2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2659.See file dsdata.txt to determine how the superseded data were derived.
 RC2659
 RC2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6271376029(NAD 83)
 RC2659_MARKER: DS = TRIANGULATION STATION DISK
 RC2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RC2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2659+STABILITY: SURFACE MOTION
 RC2659
 RC2659  HISTORY     - Date     Condition        Report By
 RC2659  HISTORY     - 1947     MONUMENTED       CGS
 RC2659  HISTORY     - 1979     GOOD             NGS
 RC2659
 RC2659                          STATION DESCRIPTION
 RC2659
 RC2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 RC2659'STATION CREEK IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF GOLDENDALE,
 RC2659'ABOUT 2.75 MILES NORTH OF CENTERVILLE, ABOUT 1.0 MILE SOUTH OF
 RC2659'LITTLE KLICKITAT CREEK, ABOUT 0.1 MILE NORTH OF A POINT WHERE THE
 RC2659'HIGHWAY PASSES OVER A LOW SUMMIT, 39 FEET SOUTH SOUTHEAST OF A
 RC2659'TELEPHONE POLE, 31 FEET EAST OF THE CENTER OF THE HIGHWAY WHICH
 RC2659'LEADS BETWEEN GOLDENDALE AND CENTERVILLE, 8 FEET EAST OF THE
 RC2659'HIGHWAY CUTBANK, 7 FEET HIGHER THAN THE HIGHWAY AND 7 FEET
 RC2659'NORTHEAST OF A WHITE POST.
 RC2659'
 RC2659'TO REACH STATION CREEK FROM THE INTERSECTION OF NORTH COLUMBUS STREET
 RC2659'AND BROADWAY IN THE CITY OF GOLDENDALE, GO WEST ON BROADWAY FOR 3.9
 RC2659'MILES TO THE MOUNTAIN VIEW FARM ON THE LEFT HAND SIDE OF THE
 RC2659'ROAD.  TURN LEFT, ONTO A GRADED ROAD, AND GO SOUTH FOR 0.4 MILE
 RC2659'TO CREEK AZIMUTH ON THE LEFT HAND SIDE OF THE ROAD.  CONTINUE
 RC2659'STRAIGHT AHEAD, SOUTH, FOR 0.6 MILE.  CROSS THE BRIDGE WHICH
 RC2659'SPANS THE LITTLE KLICKITAT RIVER AND CONTINUE SOUTH ON THE MAIN
 RC2659'TRAVELED ROAD FOR 1.3 MILES TO A CROSS ROADS INTERSECTION.
 RC2659'CONTINUE STRAIGHT AHEAD, ON THE PAVED ROAD, FOR 0.2 MILE
 RC2659'TO A SMALL HIGHWAY CUT AND THE STATION.
 RC2659'
 RC2659'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CREEK 1947, SET IN
 RC2659'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4
 RC2659'INCHES.  IT IS LOCATED ABOUT 1.5 MILES NORTH OF THE STATION,
 RC2659'ABOUT 0.5 MILE NORTH OF LITTLE KLICKITAT RIVER, ABOUT 0.15 MILE
 RC2659'NORTH OF A RANCH HOUSE, 28 FEET NORTH OF THE CENTER OF A WIRE
 RC2659'GATE, 24 FEET EAST OF THE CENTER OF A GRADED ROAD, 8 FEET
 RC2659'SOUTHEAST OF A WHITE POST AND 3 FEET WEST OF A WIRE FENCE.
 RC2659
 RC2659                          STATION RECOVERY (1979)
 RC2659
 RC2659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RC2659'THE STATION WAS RECOVERED AS DESCRIBED IN 1947 FOR A NEW ROUTE TO
 RC2659'REACH SEE THE RECOVERY NOTE FOR TRIANGULATION STATION CREEK 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2492 ***********************************************************************
 TR2492  DESIGNATION -  CREEK USE 1942
 TR2492  PID         -  TR2492
 TR2492  STATE/COUNTY-  WA/CLALLAM
 TR2492  USGS QUAD   -  JOYCE (1979)
 TR2492
 TR2492                         *CURRENT SURVEY CONTROL
 TR2492  ___________________________________________________________________
 TR2492* NAD 83(1991)-  48 09 38.45196(N)    123 42 23.87723(W)     ADJUSTED  
 TR2492* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2492  ___________________________________________________________________
 TR2492  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 TR2492  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 TR2492
 TR2492  HORZ ORDER  -  SECOND
 TR2492
 TR2492.The horizontal coordinates were established by classical geodetic methods
 TR2492.and adjusted by the National Geodetic Survey in December 1991..
 TR2492
 TR2492.The orthometric height was scaled from a topographic map.
 TR2492
 TR2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2492
 TR2492.The geoid height was determined by GEOID03.
 TR2492
 TR2492;                    North         East     Units Scale Factor Converg.
 TR2492;SPC WA N     -   133,037.126   286,307.649   MT  0.99994253   -2 08 21.2
 TR2492;SPC WA N     -   436,472.64    939,327.68   sFT  0.99994253   -2 08 21.2
 TR2492;UTM  10      - 5,334,400.931   447,452.424   MT  0.99963393   -0 31 35.3
 TR2492
 TR2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2492!SPC WA N     -   1.00000266  x   0.99994253  =   0.99994519
 TR2492!UTM  10      -   1.00000266  x   0.99963393  =   0.99963659
 TR2492
 TR2492|---------------------------------------------------------------------|
 TR2492| PID    Reference Object                     Distance      Geod. Az  |
 TR2492|                                                           dddmmss.s |
 TR2492| TR2491 SALT AZ MK                          320.693 METERS 17606     |
 TR2492|---------------------------------------------------------------------|
 TR2492
 TR2492                          SUPERSEDED SURVEY CONTROL
 TR2492
 TR2492  NAD 83(1986)-  48 09 38.45119(N)    123 42 23.88196(W) AD(       ) 2
 TR2492  NAD 27      -  48 09 39.13100(N)    123 42 19.17500(W) AD(       ) 2
 TR2492
 TR2492.Superseded values are not recommended for survey control.
 TR2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2492.See file dsdata.txt to determine how the superseded data were derived.
 TR2492
 TR2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU4745234401(NAD 83)
 TR2492_MARKER: Z = SEE DESCRIPTION
 TR2492_SETTING: 0 = UNSPECIFIED SETTING
 TR2492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2492
 TR2492  HISTORY     - Date     Condition        Report By
 TR2492  HISTORY     - 1942     MONUMENTED       USE
 TR2492  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TR2492
 TR2492                          STATION DESCRIPTION
 TR2492
 TR2492'DESCRIBED BY US ENGINEERS 1942 (CMD)
 TR2492'LOCATED ABOUT 16 MILES W OF PORT ANGELES, AT THE E END OF CRESCENT
 TR2492'BAY, ABOUT 300 FEET W OF SALT CREEK, ABOUT 150 FEET N OF THE CENTER
 TR2492'LINE OF THE ROAD.
 TR2492'
 TR2492'A BRONZE U.S.E. DISK WITH RAISED TRIANGLE IN THE CENTER, STAMPED
 TR2492'CREEK 1941, IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TR2492'GROUND.
 TR2492
 TR2492                          STATION RECOVERY (1974)
 TR2492
 TR2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (KWJ)
 TR2492'STATION COULD NOT BE RECOVERED.  THE ORIGINAL DESCRIPTION WAS PROBABLY
 TR2492'IN ERROR AS A COUNTY LAND SURVEY MAP SHOWED THE LOCATION OF THE
 TR2492'STATION 150 FEET SOUTH INSTEAD OF NORTH OF THE ROAD.  THE STATION
 TR2492'COULD NOT BE LOCATED BEACAUSE OF A HEAVY GROWTH OF WEEDS THAT COVERED
 TR2492'THE AREA.  THE COUNTY MAP (COMPILED IN 1959) DETAILED THE STATION 120
 TR2492'FEET WEST OF THE WEST END OF THE PRESENT SALT CREEK BRIDGE AND 30
 TR2492'FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD.  THIS PUTS THE STATION
 TR2492'APPROXIMATELY BENEATH A BARBED WIRE FENCE.  A SEARCH WITH A METAL
 TR2492'DETECTOR WOULD PROBABLY LOCATE THE STATION.
 TR2492'
 TR2492'TO REACH THE STATION FROM THE INTERSECTION OF FIRST AND LINCOLN
 TR2492'STREETS IN PORT ANGELES GO SOUTH AND WEST 13.2 MILES ON STATE HIGHWAY
 TR2492'112 TO SALT CREEK GROCERY AND PAVED ROAD ON THE RIGHT.  TURN RIGHT ON
 TR2492'THIS ROAD (CAMP HAYDEN ROAD) AND PROCEED 3.7 MILES TO THE BRIDGE
 TR2492'CROSSING SALT CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4644 ***********************************************************************
 SY4644  DESIGNATION -  CREOSOTE
 SY4644  PID         -  SY4644
 SY4644  STATE/COUNTY-  WA/KITSAP
 SY4644  USGS QUAD   -  TACOMA NORTH (1994)
 SY4644
 SY4644                         *CURRENT SURVEY CONTROL
 SY4644  ___________________________________________________________________
 SY4644* NAD 83(1991)-  47 36 58.81443(N)    122 29 58.87023(W)     ADJUSTED  
 SY4644* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY4644  ___________________________________________________________________
 SY4644  LAPLACE CORR-         -11.17  (seconds)                    DEFLEC99
 SY4644  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 SY4644
 SY4644  HORZ ORDER  -  SECOND
 SY4644
 SY4644.The horizontal coordinates were established by classical geodetic methods
 SY4644.and adjusted by the National Geodetic Survey in December 1991..
 SY4644
 SY4644.The orthometric height was scaled from a topographic map.
 SY4644
 SY4644.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4644
 SY4644.The geoid height was determined by GEOID03.
 SY4644
 SY4644;                    North         East     Units Scale Factor Converg.
 SY4644;SPC WA N     -    69,881.778   374,740.893   MT  0.99998033   -1 14 26.3
 SY4644;SPC WA N     -   229,270.47  1,229,462.41   sFT  0.99998033   -1 14 26.3
 SY4644;UTM  10      - 5,273,780.396   537,596.990   MT  0.99961737   +0 22 10.4
 SY4644
 SY4644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4644!SPC WA N     -   1.00000272  x   0.99998033  =   0.99998305
 SY4644!UTM  10      -   1.00000272  x   0.99961737  =   0.99962008
 SY4644
 SY4644:                Primary Azimuth Mark                     Grid Az
 SY4644:SPC WA N     -  FRONT RANGE                              016 29 18.8
 SY4644:UTM  10      -  FRONT RANGE                              014 52 42.1
 SY4644
 SY4644|---------------------------------------------------------------------|
 SY4644| PID    Reference Object                     Distance      Geod. Az  |
 SY4644|                                                           dddmmss.s |
 SY4644| SY4646 FRONT RANGE                         APPROX. 0.7 KM 0151452.5 |
 SY4644| SY4661 WING                                APPROX. 0.8 KM 0490341.7 |
 SY4644| CF6482 CREOSOTE RM                           7.400 METERS 14035     |
 SY4644|---------------------------------------------------------------------|
 SY4644
 SY4644                          SUPERSEDED SURVEY CONTROL
 SY4644
 SY4644  NAD 83(1986)-  47 36 58.80930(N)    122 29 58.87554(W) AD(       ) 2
 SY4644  NAD 27      -  47 36 59.45800(N)    122 29 54.40400(W) AD(       ) 2
 SY4644
 SY4644.Superseded values are not recommended for survey control.
 SY4644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4644.See file dsdata.txt to determine how the superseded data were derived.
 SY4644
 SY4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3759773780(NAD 83)
 SY4644_MARKER: DS = TRIANGULATION STATION DISK
 SY4644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4644
 SY4644  HISTORY     - Date     Condition        Report By
 SY4644  HISTORY     - 1934     MONUMENTED       CGS
 SY4644  HISTORY     - 1942     MARK NOT FOUND   ATT
 SY4644  HISTORY     - 19960606 MARK NOT FOUND   USPSQD
 SY4644
 SY4644                          STATION DESCRIPTION
 SY4644
 SY4644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4644'STATION IS ON S ENTRANCE POINT ON PROPERTY OF CREOSOTE PLANT,
 SY4644'BACK OF WOODEN RETAINING WALL, IN LOOSE EARTH FILL ABOUT 8 FEET
 SY4644'ABOVE HIGH WATER.  STATION IS NEAR N CORNER OF PIER OF CREOSOTE
 SY4644'PLANT.
 SY4644'
 SY4644'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 SY4644'DISKS SET IN CONCRETE.
 SY4644'
 SY4644'STATION NOT ON FIRM GROUND, HENCE CEMENT MONUMENT MAY SETTLE
 SY4644'AND SHIFT POSITION.  STANDARD DISK STAMPED CREOSOTE 1934.
 SY4644'
 SY4644'REFERENCE MARK ON BEACH OUTSIDE OF AND 113 FEET FROM WOODEN
 SY4644'BULKHEAD, AND BELOW THE HIGH-WATER LINE.  MARK STAMPED SAME AS
 SY4644'STATION.
 SY4644
 SY4644                          STATION RECOVERY (1942)
 SY4644
 SY4644'RECOVERY NOTE BY AMERICAN T AND T CO 1942
 SY4644'STATION HAS BEEN DISTURBED, PROBABLY BURIED TWO YEARS AGO.
 SY4644
 SY4644                          STATION RECOVERY (1996)
 SY4644
 SY4644'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4643 ***********************************************************************
 SY4643  DESIGNATION -  CREOSOTE STACK
 SY4643  PID         -  SY4643
 SY4643  STATE/COUNTY-  WA/KITSAP
 SY4643  USGS QUAD   -  TACOMA NORTH (1994)
 SY4643
 SY4643                         *CURRENT SURVEY CONTROL
 SY4643  ___________________________________________________________________
 SY4643* NAD 83(1991)-  47 37 02.30698(N)    122 30 02.15449(W)     ADJUSTED  
 SY4643* NAVD 88     -                                                        
 SY4643  ___________________________________________________________________
 SY4643  LAPLACE CORR-         -11.17  (seconds)                    DEFLEC99
 SY4643  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 SY4643
 SY4643  HORZ ORDER  -  THIRD
 SY4643
 SY4643.The horizontal coordinates were established by classical geodetic methods
 SY4643.and adjusted by the National Geodetic Survey in December 1991..
 SY4643
 SY4643
 SY4643.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4643
 SY4643.The geoid height was determined by GEOID03.
 SY4643
 SY4643;                    North         East     Units Scale Factor Converg.
 SY4643;SPC WA N     -    69,991.100   374,674.663   MT  0.99998018   -1 14 28.7
 SY4643;SPC WA N     -   229,629.13  1,229,245.12   sFT  0.99998018   -1 14 28.7
 SY4643;UTM  10      - 5,273,887.775   537,527.740   MT  0.99961731   +0 22 08.0
 SY4643
 SY4643                          SUPERSEDED SURVEY CONTROL
 SY4643
 SY4643  NAD 83(1986)-  47 37 02.30183(N)    122 30 02.15983(W) AD(       ) 4
 SY4643  NAD 27      -  47 37 02.95000(N)    122 29 57.68800(W) AD(       ) 3
 SY4643
 SY4643.Superseded values are not recommended for survey control.
 SY4643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4643.See file dsdata.txt to determine how the superseded data were derived.
 SY4643
 SY4643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3752873888(NAD 83)
 SY4643_MARKER: 63 = STACK
 SY4643
 SY4643  HISTORY     - Date     Condition        Report By
 SY4643  HISTORY     - 1934     FIRST OBSERVED   CGS
 SY4643  HISTORY     - 1975     GOOD             NGS
 SY4643  HISTORY     - 1977     GOOD             NGS
 SY4643  HISTORY     - 1977     GOOD             NOS
 SY4643  HISTORY     - 1983     GOOD             USPSQD
 SY4643  HISTORY     - 19960606 MARK NOT FOUND   USPSQD
 SY4643  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY4643
 SY4643                          STATION DESCRIPTION
 SY4643
 SY4643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4643'TAIL CONCRETE STACK AT EAGLE HARBOR.
 SY4643
 SY4643                          STATION RECOVERY (1975)
 SY4643
 SY4643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 SY4643'RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 3/4 MILE SOUTHEAST OF
 SY4643'THE TOWN OF WINSLOW, ALONG THE SOUTH ENTRANCE OF EAGLE HARBOR AND
 SY4643'ON THE GROUNDS OF THE WYCKOFF CO. (CREOSOTE PLANT).
 SY4643'
 SY4643'THE STATION IS A LONE, TALL, CONCRETE STACK.
 SY4643'
 SY4643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4643'3/4 MILE SE OF WINSLOW.
 SY4643
 SY4643                          STATION RECOVERY (1977)
 SY4643
 SY4643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RBM)
 SY4643'THE STATION WAS RECOVERED AS DESCRIBED.
 SY4643'
 SY4643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4643'AT EAGLE HARBOR.
 SY4643
 SY4643                          STATION RECOVERY (1977)
 SY4643
 SY4643'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY4643'RECOVERED IN GOOD CONDITION.
 SY4643
 SY4643                          STATION RECOVERY (1983)
 SY4643
 SY4643'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 SY4643'STATION RECOVERED GOOD.
 SY4643'
 SY4643'STATION RECOVERED AS DESCRIBED BY R.B.M. 1977.
 SY4643
 SY4643                          STATION RECOVERY (1996)
 SY4643
 SY4643'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4643'MARK NOT FOUND.
 SY4643
 SY4643                          STATION RECOVERY (2001)
 SY4643
 SY4643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY4643'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0463 ***********************************************************************
 TR0463  DESIGNATION -  CRES
 TR0463  PID         -  TR0463
 TR0463  STATE/COUNTY-  WA/ISLAND
 TR0463  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0463
 TR0463                         *CURRENT SURVEY CONTROL
 TR0463  ___________________________________________________________________
 TR0463* NAD 83(1991)-  48 17 20.84204(N)    122 33 57.77367(W)     ADJUSTED  
 TR0463* NAVD 88     -        37.296  (meters)     122.36   (feet)  ADJUSTED  
 TR0463  ___________________________________________________________________
 TR0463  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 TR0463  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 TR0463  DYNAMIC HT  -          37.304 (meters)     122.39  (feet)  COMP
 TR0463  MODELED GRAV-     980,827.1   (mgal)                       NAVD 88
 TR0463
 TR0463  HORZ ORDER  -  SECOND
 TR0463  VERT ORDER  -  FIRST     CLASS II
 TR0463
 TR0463.The horizontal coordinates were established by classical geodetic methods
 TR0463.and adjusted by the National Geodetic Survey in December 1991..
 TR0463
 TR0463.The orthometric height was determined by differential leveling
 TR0463.and adjusted by the National Geodetic Survey in June 1991..
 TR0463
 TR0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0463
 TR0463.The geoid height was determined by GEOID03.
 TR0463
 TR0463.The dynamic height is computed by dividing the NAVD 88
 TR0463.geopotential number by the normal gravity value computed on the
 TR0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0463.degrees latitude (g = 980.6199 gals.).
 TR0463
 TR0463.The modeled gravity was interpolated from observed gravity values.
 TR0463
 TR0463;                    North         East     Units Scale Factor Converg.
 TR0463;SPC WA N     -   144,776.012   371,437.391   MT  0.99994671   -1 17 24.1
 TR0463;SPC WA N     -   474,985.97  1,218,624.17   sFT  0.99994671   -1 17 24.1
 TR0463;UTM  10      - 5,348,526.834   532,189.530   MT  0.99961273   +0 19 26.2
 TR0463
 TR0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0463!SPC WA N     -   0.99999768  x   0.99994671  =   0.99994439
 TR0463!UTM  10      -   0.99999768  x   0.99961273  =   0.99961041
 TR0463
 TR0463|---------------------------------------------------------------------|
 TR0463| PID    Reference Object                     Distance      Geod. Az  |
 TR0463|                                                           dddmmss.s |
 TR0463| TR0464 CRES RM 1                            37.158 METERS 06704     |
 TR0463| TR1292 FORBES PT LT                        APPROX. 4.8 KM 2432025.7 |
 TR0463| TR1257 CRES 2                               68.242 METERS 25847     |
 TR0463| TR1301 CONTROL                             APPROX. 4.2 KM 2600302.2 |
 TR0463|---------------------------------------------------------------------|
 TR0463
 TR0463                          SUPERSEDED SURVEY CONTROL
 TR0463
 TR0463  NAD 83(1986)-  48 17 20.84541(N)    122 33 57.77773(W) AD(       ) 2
 TR0463  NAD 27      -  48 17 21.48600(N)    122 33 53.18700(W) AD(       ) 2
 TR0463  NGVD 29 (??/??/92)   36.150  (m)          118.60   (f) ADJ UNCH    1 2
 TR0463
 TR0463.Superseded values are not recommended for survey control.
 TR0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0463.See file dsdata.txt to determine how the superseded data were derived.
 TR0463
 TR0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3219048527(NAD 83)
 TR0463_MARKER: DS = TRIANGULATION STATION DISK
 TR0463_SETTING: 80 = SET IN A BOULDER
 TR0463_STAMPING: CRES 1951
 TR0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0463+STABILITY: SURFACE MOTION
 TR0463
 TR0463  HISTORY     - Date     Condition        Report By
 TR0463  HISTORY     - 1951     MONUMENTED       CGS
 TR0463  HISTORY     - 1952     GOOD             NGS
 TR0463  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0463  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR0463  HISTORY     - 1967     GOOD             NGS
 TR0463
 TR0463                          STATION DESCRIPTION
 TR0463
 TR0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 TR0463'STATION IS LOCATED ON THE NORTH END OF WHIDBEY ISLAND, AT THE
 TR0463'NORTHEAST END OF CRESCENT HARBOR, ABOUT 1.4 MILES EAST BY ROAD FROM
 TR0463'THE INTERSECTION OF SOLOMON ROAD AND MIDWAY BLVD.  STATION IS
 TR0463'LOCATED IN A CLEARING AND IS ABOUT 42 METERS NORTH OF THE ROAD AND
 TR0463'11 METERS SE OF AN ABANDONED BARN.  STATION IS A STANDARD BRONZE DISC
 TR0463'STAMPED CRES 1951 AND IS CEMENTED IN A DRILL HOLE IN A LARGE GRANITE
 TR0463'BOULDER WHICH PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF THE
 TR0463'GROUND.
 TR0463'
 TR0463'R. M. NO. 1 IS A STANDARD BRONZE DISC STAMPED R. M. NO. 1 AND IS
 TR0463'CEMENTED IN A DRILL HOLE IN A GRANITE BOULDER.
 TR0463
 TR0463                          STATION RECOVERY (1952)
 TR0463
 TR0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0463'4.4 MI E FROM OAK HARBOR.
 TR0463'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0463'THE MAIN GATE OF THE WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0463'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.6 MILE
 TR0463'NORTHEAST ALONG TORPEDO ROAD, THENCE 2.8 MILES EAST ALONG MIDWAY
 TR0463'BOULEVARD, IN THE TOP OF A LARGE EMBEDDED GRANITE BOULDER PROJECTING
 TR0463'ABOUT 1 FOOT ABOVE THE GROUND, ON THE EAST SIDE OF A SMALL CLEARING,
 TR0463'161 FEET NORTH OF POWER LINE POLE 4243 WITH A GUY WIRE, 136 FEET NORTH
 TR0463'OF THE CENTER LINE OF THE BOULEVARD, 35.3 FEET SOUTHEAST OF THE
 TR0463'SOUTHEAST CORNER OF AN OLD ABANDONED BARN, AND ABOUT 6 FEET HIGHER
 TR0463'THAN THE BOULEVARD.
 TR0463
 TR0463                          STATION RECOVERY (1960)
 TR0463
 TR0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0463'THE STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 TR0463'
 TR0463'THE STATION IS A STANDARD STATION MARK DISK STAMPED CRES 1951 SET IN
 TR0463'A DRILL HOLE IN A LARGE GRANITE BOULDER WHICH PROJECTS 18 INCHES.
 TR0463'
 TR0463'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED R M NO 1
 TR0463'CEMENTED IN A DRILL HOLE IN A GRANITE BOULDER WHICH PROJECT 6
 TR0463'INCHES.
 TR0463'
 TR0463'THE DISTANCE BETWEEN THE MARKS WAS MEASURED HORIZONTALLY WITH A 30
 TR0463'METER STEEL TAPE AND WAS FOUND TO BE 121.90 FT.  THE SLOPE DISTANCE
 TR0463'WAS MEASURED AND FOUND TO BE 122.10 FEET.
 TR0463
 TR0463                          STATION RECOVERY (1967)
 TR0463
 TR0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR0463'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 TR0463'DESCRIBED BY G.A.N. IN 1951 AND L.G.T. IN 1960, EXCEPT THE BARN IS NO
 TR0463'LONGER STANDING.
 TR0463'
 TR0463'AT THE REQUEST OF THE PUBLIC WORKS, ENGINEERING DEPARTMENT, U.S.
 TR0463'NAVAL AIR STATION.  A NEW STATION CRES 2 1967 WAS ESTABLISHED NEARBY.
 TR0463'STATION CRES AND ITS REFERENCE MARK WILL PROBABLY BE DESTROYED IN
 TR0463'THE NEAR FUTURE DURING THE CONSTRUCTION OF A NEW ACCESS ROAD.
 TR0463'
 TR0463'TO REACH FROM THE MAIN GATE OF THE U.S. NAVY SEAPLANE BASE, AT OAK
 TR0463'HARBOR.  GO EASTERLY ALONG MIDWAY BOULEVARD FOR 3.8 MILES AND
 TR0463'STATION ON THE LEFT.
 TR0463
 TR0463                          STATION RECOVERY (1967)
 TR0463
 TR0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TR0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1257 ***********************************************************************
 TR1257  DESIGNATION -  CRES 2
 TR1257  PID         -  TR1257
 TR1257  STATE/COUNTY-  WA/ISLAND
 TR1257  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1257
 TR1257                         *CURRENT SURVEY CONTROL
 TR1257  ___________________________________________________________________
 TR1257* NAD 83(1991)-  48 17 20.41218(N)    122 34 01.02101(W)     ADJUSTED  
 TR1257* NAVD 88     -        31.12   (+/-2cm)     102.1    (feet)  VERTCON   
 TR1257  ___________________________________________________________________
 TR1257  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 TR1257  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 TR1257
 TR1257  HORZ ORDER  -  THIRD
 TR1257  VERT ORDER  -  THIRD ? (See Below)
 TR1257
 TR1257.The horizontal coordinates were established by classical geodetic methods
 TR1257.and adjusted by the National Geodetic Survey in December 1991..
 TR1257.No horizontal observational check was made to the station.
 TR1257
 TR1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1257.The vertical order pertains to the NGVD 29 superseded value.
 TR1257
 TR1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1257
 TR1257.The geoid height was determined by GEOID03.
 TR1257
 TR1257;                    North         East     Units Scale Factor Converg.
 TR1257;SPC WA N     -   144,764.246   371,370.175   MT  0.99994670   -1 17 26.6
 TR1257;SPC WA N     -   474,947.36  1,218,403.65   sFT  0.99994670   -1 17 26.6
 TR1257;UTM  10      - 5,348,513.184   532,122.694   MT  0.99961268   +0 19 23.8
 TR1257
 TR1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1257!SPC WA N     -   0.99999865  x   0.99994670  =   0.99994535
 TR1257!UTM  10      -   0.99999865  x   0.99961268  =   0.99961133
 TR1257
 TR1257|---------------------------------------------------------------------|
 TR1257| PID    Reference Object                     Distance      Geod. Az  |
 TR1257|                                                           dddmmss.s |
 TR1257| TR0462 CRES 2 RM 2                           6.870 METERS 05413     |
 TR1257| TR0463 CRES                                 68.242 METERS 07847     |
 TR1257| CF7724 CRES 2 RM 3                           5.413 METERS 13904     |
 TR1257| TR1301 CONTROL                             APPROX. 4.2 KM 2600414.5 |
 TR1257| TR1377 OAK HARBOR WATER TANK               APPROX. 6.0 KM 2721814.7 |
 TR1257|---------------------------------------------------------------------|
 TR1257
 TR1257                          SUPERSEDED SURVEY CONTROL
 TR1257
 TR1257  NAD 83(1986)-  48 17 20.41555(N)    122 34 01.02506(W) AD(       ) 3
 TR1257  NAD 27      -  48 17 21.05620(N)    122 33 56.43420(W) AD(       ) 3
 TR1257  NGVD 29 (07/19/86)   29.97   (m)           98.3    (f) LEVELING    3  
 TR1257
 TR1257.Superseded values are not recommended for survey control.
 TR1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1257.See file dsdata.txt to determine how the superseded data were derived.
 TR1257
 TR1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3212348513(NAD 83)
 TR1257_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1257
 TR1257  HISTORY     - Date     Condition        Report By
 TR1257  HISTORY     - 1967     MONUMENTED       CGS
 TR1257
 TR1257                          STATION DESCRIPTION
 TR1257
 TR1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR1257'LOCATED ON WHIDBEY ISLAND, ON THE NORTHEAST SHORE OF CRESCENT
 TR1257'HARBOR, ABOUT 1-1/4 MILES NORTH-NORTHWEST OF POLNELL POINT,
 TR1257'SOUTHWEST OF A CLEARING IN THE TIMBER AND ON WHIDBEY ISLAND, NAVAL
 TR1257'AIR STATION (SEAPLANE BASE).
 TR1257'
 TR1257'THE STATION IS A STANDARD DISK STAMPED CRES 2 1967 BM RESET SET IN
 TR1257'THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT, PROJECTING 6 INCHES
 TR1257'ABOVE THE SURFACE OF THE GROUND, 88 FEET WEST-SOUTHWEST OF WOODEN
 TR1257'TELEPHONE POLE NO. 168, 71 FEET WEST OF A WOODEN POWER TRANSMISSION
 TR1257'POLE, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 20 FEET
 TR1257'NORTHWEST OF A TRIANGULAR BLAZE ON A MADRONA TREE, 18 FEET
 TR1257'NORTHEAST OF THE TOP EDGE OF THE BLUFF AND 2.8 FEET SOUTHEAST OF A
 TR1257'STEEL PICKET, WITNESS POST.
 TR1257'
 TR1257'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED CRES 2 1967 SET IN
 TR1257'AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE
 TR1257'GROUND.
 TR1257'
 TR1257'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CRES 2 NO 2 1967 SET IN
 TR1257'THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES
 TR1257'ABOVE THE SURFACE OF THE GROUND AND 27 FEET SOUTHWEST OF THE
 TR1257'CENTERLINE OF THE ROAD.
 TR1257'
 TR1257'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CRES 2 NO 3 1967
 TR1257'CEMENTED IN A DRILL HOLE IN THE TOP OF A DARK GREY BOULDER, 52 FEET
 TR1257'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 24 FEET NORTHEAST OF THE TOP
 TR1257'EDGE OF THE BLUFF, 4 FEET NORTH OF A TRIANGULAR BLAZE ON A MADRONA
 TR1257'TREE.  THE DISK IS SET ON A SLANT AND THE BOULDER PROJECTS ABOUT 8
 TR1257'INCHES ABOVE THE SURFACE OF THE GROUND.
 TR1257'
 TR1257'TO REACH FROM OAK HARBOR, AT THE MAIN GATE OF THE U.S. NAVAL AIR
 TR1257'STATION, SEAPLANE BASE, GO EASTERLY ALONG MIDWAY BOULEVARD FOR 3.8
 TR1257'MILES AND THE STATION ON THE RIGHT, BETWEEN THE ROAD AND THE TOP OF
 TR1257'THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0464 ***********************************************************************
 TR0464  DESIGNATION -  CRES RM 1
 TR0464  PID         -  TR0464
 TR0464  STATE/COUNTY-  WA/ISLAND
 TR0464  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0464
 TR0464                         *CURRENT SURVEY CONTROL
 TR0464  ___________________________________________________________________
 TR0464* NAD 83(1986)-  48 17 20.     (N)    122 33 58.     (W)     SCALED    
 TR0464* NAVD 88     -        39.258  (meters)     128.80   (feet)  ADJUSTED  
 TR0464  ___________________________________________________________________
 TR0464  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 TR0464  DYNAMIC HT  -          39.267 (meters)     128.83  (feet)  COMP
 TR0464  MODELED GRAV-     980,826.7   (mgal)                       NAVD 88
 TR0464
 TR0464  VERT ORDER  -  FIRST     CLASS II
 TR0464
 TR0464.The horizontal coordinates were scaled from a topographic map and have
 TR0464.an estimated accuracy of +/- 6 seconds.
 TR0464
 TR0464.The orthometric height was determined by differential leveling
 TR0464.and adjusted by the National Geodetic Survey in June 1991..
 TR0464
 TR0464.The geoid height was determined by GEOID03.
 TR0464
 TR0464.The dynamic height is computed by dividing the NAVD 88
 TR0464.geopotential number by the normal gravity value computed on the
 TR0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0464.degrees latitude (g = 980.6199 gals.).
 TR0464
 TR0464.The modeled gravity was interpolated from observed gravity values.
 TR0464
 TR0464;                    North         East    Units  Estimated Accuracy
 TR0464;SPC WA N     -   144,750.      371,430.      MT  (+/- 180 meters Scaled)
 TR0464
 TR0464                          SUPERSEDED SURVEY CONTROL
 TR0464
 TR0464  NGVD 29 (??/??/92)   38.112  (m)          125.04   (f) ADJ UNCH    1 2
 TR0464
 TR0464.Superseded values are not recommended for survey control.
 TR0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0464.See file dsdata.txt to determine how the superseded data were derived.
 TR0464
 TR0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU321485(NAD 83)
 TR0464_MARKER: DR = REFERENCE MARK DISK
 TR0464_SETTING: 80 = SET IN A BOULDER
 TR0464_STAMPING: RM NO 1
 TR0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0464+STABILITY: SURFACE MOTION
 TR0464
 TR0464  HISTORY     - Date     Condition        Report By
 TR0464  HISTORY     - 1951     MONUMENTED       CGS
 TR0464  HISTORY     - 1952     GOOD             NGS
 TR0464  HISTORY     - 1967     GOOD             NGS
 TR0464
 TR0464                          STATION DESCRIPTION
 TR0464
 TR0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0464'4.4 MI E FROM OAK HARBOR.
 TR0464'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0464'THE MAIN GATE OF THE WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0464'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.6 MILE
 TR0464'NORTHEAST ALONG TORPEDO ROAD, THENCE 2.8 MILES EAST ALONG MIDWAY
 TR0464'BOULEVARD, IN THE TOP OF A SMALL EMBEDDED GRANITE BOULDER, IN THE
 TR0464'NORTHEAST CORNER OF A SMALL CLEARING, 258 FEET NORTHEAST OF THE CENTER
 TR0464'LINE OF THE BOULEVARD, 122.2 FEET NORTHEAST OF TRIANGULATION-STATION
 TR0464'CRES, 113.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD ABANDONED
 TR0464'BARN.
 TR0464
 TR0464                          STATION RECOVERY (1967)
 TR0464
 TR0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TR0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2862 ***********************************************************************
 SY2862  DESIGNATION -  CRESCENT
 SY2862  PID         -  SY2862
 SY2862  STATE/COUNTY-  WA/KITSAP
 SY2862  USGS QUAD   -  OLALLA (1994)
 SY2862
 SY2862                         *CURRENT SURVEY CONTROL
 SY2862  ___________________________________________________________________
 SY2862* NAD 83(1991)-  47 24 44.04182(N)    122 32 41.85602(W)     ADJUSTED  
 SY2862* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY2862  ___________________________________________________________________
 SY2862  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 SY2862  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 SY2862
 SY2862  HORZ ORDER  -  SECOND
 SY2862
 SY2862.The horizontal coordinates were established by classical geodetic methods
 SY2862.and adjusted by the National Geodetic Survey in December 1991..
 SY2862
 SY2862.The orthometric height was scaled from a topographic map.
 SY2862
 SY2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2862
 SY2862.The geoid height was determined by GEOID03.
 SY2862
 SY2862;                    North         East     Units Scale Factor Converg.
 SY2862;SPC WA N     -    47,269.725   370,833.561   MT  1.00001753   -1 16 27.6
 SY2862;SPC WA N     -   155,084.09  1,216,643.11   sFT  1.00001753   -1 16 27.6
 SY2862;SPC WA S     -   233,082.610   345,683.182   MT  1.00001901   -1 29 07.6
 SY2862;SPC WA S     -   764,705.20  1,134,128.91   sFT  1.00001901   -1 29 07.6
 SY2862;UTM  10      - 5,251,076.179   534,327.666   MT  0.99961448   +0 20 06.1
 SY2862
 SY2862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2862!SPC WA N     -   1.00000289  x   1.00001753  =   1.00002042
 SY2862!SPC WA S     -   1.00000289  x   1.00001901  =   1.00002190
 SY2862!UTM  10      -   1.00000289  x   0.99961448  =   0.99961737
 SY2862
 SY2862:                Primary Azimuth Mark                     Grid Az
 SY2862:SPC WA N     -  OLALLA                                   030 00 44.7
 SY2862:SPC WA S     -  OLALLA                                   030 13 24.7
 SY2862:UTM  10      -  OLALLA                                   028 24 11.0
 SY2862
 SY2862|---------------------------------------------------------------------|
 SY2862| PID    Reference Object                     Distance      Geod. Az  |
 SY2862|                                                           dddmmss.s |
 SY2862| SY2864 OLALLA                              401.883 METERS 0284417.1 |
 SY2862| SY2865 MAPLEWOOD                           APPROX. 1.9 KM 1970129.3 |
 SY2862| CE3487 CRESCENT RM 1                        59.310 METERS 20645     |
 SY2862| CE3488 CRESCENT RM 2                        10.627 METERS 35306     |
 SY2862|---------------------------------------------------------------------|
 SY2862
 SY2862                          SUPERSEDED SURVEY CONTROL
 SY2862
 SY2862  NAD 83(1986)-  47 24 44.03449(N)    122 32 41.86586(W) AD(       ) 2
 SY2862  NAD 27      -  47 24 44.69200(N)    122 32 37.39000(W) AD(       ) 2
 SY2862
 SY2862.Superseded values are not recommended for survey control.
 SY2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2862.See file dsdata.txt to determine how the superseded data were derived.
 SY2862
 SY2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3432851076(NAD 83)
 SY2862_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2862_SETTING: 80 = SET IN A BOULDER
 SY2862_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY2862
 SY2862  HISTORY     - Date     Condition        Report By
 SY2862  HISTORY     - 1934     MONUMENTED       CGS
 SY2862  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY2862  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY2862
 SY2862                          STATION DESCRIPTION
 SY2862
 SY2862'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY2862'STATION IS IN PUGET SOUND ON THE MAINLAND ON THE W SHORE OF COLVOS
 SY2862'PASSAGE ON THE SMALL ROUNDED POINT 1/2 MILE S OF OLALLA WHARF AND 1/4
 SY2862'MILE N OF MOUTH OF CREEK.  STATION IS ON A SMALL SMOOTHLY ROUNDED
 SY2862'BLACK BOULDER 1 FOOT ABOVE BEACH, 3 FEET BELOW HIGH-WATER LEVEL, 7
 SY2862'METERS FROM HIGH-WATER LINE.  THE BEACH IS GRAVEL AND BOULDERS ARE
 SY2862'SCARCE.
 SY2862'
 SY2862'STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 SY2862'WEDGED IN DRILL HOLES IN BOULDERS, AS DESCRIBED IN NOTES 4 AND 12C.
 SY2862'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SY2862'DESCRIBED IN NOTE 11A.
 SY2862'
 SY2862'REFERENCE MARK NO. 1 IS ON A GRANITE BOULDER, WHICH BARES BELOW
 SY2862'HALF-TIDE, AND IS 16 METERS FROM SHORE LINE.  WHEN THE TIDE IS OUT
 SY2862'THIS BOULDER IS THE MOST PROMINENT OBJECT ON THIS PART OF THE BEACH.
 SY2862'
 SY2862'REFERENCE MARK NO. 2 IS ON A 12-INCH SQUARE CONCRETE BLOCK PLACED IN
 SY2862'GRAVEL BEACH ON RANGE WITH POINT RICHMOND, PROJECTED BACK, AND IS 5
 SY2862'FEET FROM TOE OF BLUFF.
 SY2862'
 SY2862'THE FOLLOWING SEXTANT POSITION SHOULD AID IN FINDING STATION--RIGHT
 SY2862'TANGENT POINT DALSO 20 DEG 54 MIN.  RIGHT TANGENT POINT SANDFORD
 SY2862'CHURCH ON HILLSIDE ABOVE COVE 116 DEG 42 MIN.
 SY2862
 SY2862                          STATION RECOVERY (1952)
 SY2862
 SY2862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY2862'STATION SEARCHED FOR BUT NOT FOUND.
 SY2862'
 SY2862'REFERENCE MARK 1 FOUND AS DESCRIBED.  REFERENCE MARK 2 NOT FOUND.
 SY2862
 SY2862                          STATION RECOVERY (1966)
 SY2862
 SY2862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2862'NO MARKS WERE FOUND, BUT WHAT APPEARS TO BE A DRILL HOLE WAS FOUND
 SY2862'IN A 2 X 3-FOOT BLACK ROCK WHICH PROJECTS 1 FOOT, 20 FEET EAST OF
 SY2862'THE HIGH WATER LINE.
 SY2862'
 SY2862'TIDE WAS NOT OUT FAR ENOUGH TO EXPOSE REFERENCE MARK NO. 1, AND
 SY2862'REFERENCE MARK NO. 2 WAS NOT FOUND, BUT THERE ARE LARGE LOGS IN THE
 SY2862'VICINITY OF THE MARK AND IT MAY BE UNDER THESE LOGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2505 ***********************************************************************
 TR2505  DESIGNATION -  CRESCENT
 TR2505  PID         -  TR2505
 TR2505  STATE/COUNTY-  WA/CLALLAM
 TR2505  USGS QUAD   -  MOUNT MULLER (1995)
 TR2505
 TR2505                         *CURRENT SURVEY CONTROL
 TR2505  ___________________________________________________________________
 TR2505* NAD 83(1991)-  48 05 10.84625(N)    123 55 54.52365(W)     ADJUSTED  
 TR2505* NAVD 88     -      1129.6    (meters)    3706.     (feet)  VERTCON   
 TR2505  ___________________________________________________________________
 TR2505  LAPLACE CORR-           7.69  (seconds)                    DEFLEC99
 TR2505  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 TR2505
 TR2505  HORZ ORDER  -  SECOND
 TR2505
 TR2505.The horizontal coordinates were established by classical geodetic methods
 TR2505.and adjusted by the National Geodetic Survey in December 1991..
 TR2505
 TR2505.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2505
 TR2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2505
 TR2505.The geoid height was determined by GEOID03.
 TR2505
 TR2505;                    North         East     Units Scale Factor Converg.
 TR2505;SPC WA N     -   125,428.564   269,236.686   MT  0.99994240   -2 18 24.8
 TR2505;SPC WA N     -   411,510.21    883,320.69   sFT  0.99994240   -2 18 24.8
 TR2505;UTM  10      - 5,326,317.238   430,607.399   MT  0.99965917   -0 41 36.4
 TR2505
 TR2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2505!SPC WA N     -   0.99982618  x   0.99994240  =   0.99976859
 TR2505!UTM  10      -   0.99982618  x   0.99965917  =   0.99948541
 TR2505
 TR2505|---------------------------------------------------------------------|
 TR2505| PID    Reference Object                     Distance      Geod. Az  |
 TR2505|                                                           dddmmss.s |
 TR2505| CF7725 CRESCENT RM 1                        12.187 METERS 12832     |
 TR2505| CF7726 CRESCENT RM 2                         6.840 METERS 23623     |
 TR2505| TS0215 N POINT                             APPROX.10.5 KM 2685304.3 |
 TR2505|---------------------------------------------------------------------|
 TR2505
 TR2505                          SUPERSEDED SURVEY CONTROL
 TR2505
 TR2505  NAD 83(1986)-  48 05 10.84511(N)    123 55 54.52943(W) AD(       ) 2
 TR2505  NAD 27      -  48 05 11.53900(N)    123 55 49.80000(W) AD(       ) 2
 TR2505  NGVD 29 (07/19/86) 1128.5    (m)         3702.     (f) VERT ANG       
 TR2505
 TR2505.Superseded values are not recommended for survey control.
 TR2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2505.See file dsdata.txt to determine how the superseded data were derived.
 TR2505
 TR2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU3060726317(NAD 83)
 TR2505_MARKER: Z = SEE DESCRIPTION
 TR2505_SETTING: 0 = UNSPECIFIED SETTING
 TR2505
 TR2505  HISTORY     - Date     Condition        Report By
 TR2505  HISTORY     - 1954     MONUMENTED       CGS
 TR2505  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR2505
 TR2505                          STATION DESCRIPTION
 TR2505
 TR2505'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR2505'THE STATION IS ON THE CREST OF A LONG EAST-WEST RIDGE THAT IS VERY
 TR2505'STEEP ON BOTH SIDES.  IT IS ABOUT 23 MILES (AIRLINE) WEST-SOUTHWEST
 TR2505'OF PORT ANGELES, ABOUT 15-1/2 MILES EAST OF SAPPHO, ABOUT 1-1/2
 TR2505'MILES NORTHWEST OF THE WEST END OF LAKE CRESCENT, ABOUT 1 MILE
 TR2505'NORTHEAST OF THE CRESCENT MINES, AND ABOUT 3/4 MILES EAST OF
 TR2505'WHERE A POWER LINE CROSSES THE RIDGE.
 TR2505'
 TR2505'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 9-A AND
 TR2505'U.S. HIGHWAY 101 IN THE VILLAGE OF SAPPHO, GO EAST ON U.S. HIGHWAY
 TR2505'101 FOR 14.65 MILES TO A SIDE ROAD LEFT, WHERE A POWER LINE RUNS
 TR2505'NORTH UP THE MOUNTAIN.  TURN LEFT AND FOLLOW THIS ROAD NORTH UP
 TR2505'THE MOUNTAIN SIDE FOR 1.25 MILES TO A FORK LEADING SHARP LEFT.
 TR2505'TURN LEFT, CONTINUE 1.4 MILES TO THE CREST OF RIDGE AND END OF
 TR2505'TRUCK TRAVEL.  PACK EASTERLY ON A FOOT TRAIL WHICH FOLLOWS
 TR2505'NEAR THE TOP OF RIDGE TO THE FIRST HIGH POINT AND THE TRAIL
 TR2505'CROSSES OVER RIDGE, CROSS RIDGE AND FOLLOW FOOT TRAIL TO WHERE IT
 TR2505'STARTS TO DROP IN ELEVATION.  TURN RIGHT, AND ASCEND RIDGE,
 TR2505'THENCE CONTINUE NORTHEAST ALONG THE TOP OF RIDGE TO THE HIGHEST
 TR2505'POINT AND THE STATION.  ABOUT A 40 MINUTE PACK.
 TR2505'
 TR2505'STATION MARK, A STANDARD DISK STAMPED CRESCENT 1954, IS BRAZED
 TR2505'IN TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 5 INCHES ABOVE
 TR2505'GROUND.  THE MARK IS ON THE CREST OF RIDGE ABOUT 4 FEET SOUTH OF
 TR2505'THE EDGE OF TIMBER.
 TR2505'
 TR2505'REFERENCE MARK 1, A STANDARD DISK STAMPED CRESCENT NO 1 1954, IS
 TR2505'BRAZED IN TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 5 INCHES ABOVE
 TR2505'GROUND.  THE MARK IS ON THE CREST OF RIDGE AND ABOUT 3 FEET LOWER
 TR2505'THAN THE STATION.
 TR2505'
 TR2505'REFERENCE MARK 2, A STANDARD DISK STAMPED CRESCENT NO 2 1954, IS
 TR2505'BRAZED IN TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 6 INCHES ABOVE
 TR2505'GROUND.  THE MARK IS ON THE SOUTH SLOPE OF RIDGE, AND IS ABOUT 5
 TR2505'FEET LOWER THAN THE STATION.
 TR2505'
 TR2505'NO UNDERGROUND STATION MARK OR AZIMUTH MARK WAS SET.
 TR2505'
 TR2505'NOTE--A 4 FT. STAND WAS USED.
 TR2505
 TR2505                          STATION RECOVERY (1955)
 TR2505
 TR2505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 TR2505'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2505'CONDITION.  THE 1954 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1370 ***********************************************************************
 SV1370  DESIGNATION -  CRESCENT
 SV1370  PID         -  SV1370
 SV1370  STATE/COUNTY-  WA/LINCOLN
 SV1370  USGS QUAD   -  REARDAN EAST (1973)
 SV1370
 SV1370                         *CURRENT SURVEY CONTROL
 SV1370  ___________________________________________________________________
 SV1370* NAD 83(1991)-  47 44 35.14196(N)    117 49 55.63611(W)     ADJUSTED  
 SV1370* NAVD 88     -       916.3    (meters)    3006.     (feet)  VERTCON   
 SV1370  ___________________________________________________________________
 SV1370  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 SV1370  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 SV1370
 SV1370  HORZ ORDER  -  SECOND
 SV1370
 SV1370.The horizontal coordinates were established by classical geodetic methods
 SV1370.and adjusted by the National Geodetic Survey in December 1991..
 SV1370
 SV1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1370
 SV1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1370
 SV1370.The geoid height was determined by GEOID03.
 SV1370
 SV1370;                    North         East     Units Scale Factor Converg.
 SV1370;SPC WA N     -    87,006.759   725,010.948   MT  0.99996353   +2 14 04.1
 SV1370;SPC WA N     -   285,454.68  2,378,640.09   sFT  0.99996353   +2 14 04.1
 SV1370;UTM  11      - 5,288,082.219   437,620.162   MT  0.99964782   -0 36 57.3
 SV1370
 SV1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1370!SPC WA N     -   0.99985932  x   0.99996353  =   0.99982286
 SV1370!UTM  11      -   0.99985932  x   0.99964782  =   0.99950719
 SV1370
 SV1370|---------------------------------------------------------------------|
 SV1370| PID    Reference Object                     Distance      Geod. Az  |
 SV1370|                                                           dddmmss.s |
 SV1370| CF1292 CRESCENT RM 2                       106.165 METERS 05241     |
 SV1370| SV1371 HITE GRAIN ELEVATOR                 APPROX. 9.7 KM 1560920.3 |
 SV1370| SV1387 REARDAN SCHOOL STACK                APPROX. 9.0 KM 2020302.4 |
 SV1370| SV1385 REARDAN LUTHERAN CH STEEPLE         APPROX. 9.1 KM 2023810.3 |
 SV1370| SV1381 REARDAN EVAN UN BRETH CH STPL       APPROX. 9.1 KM 2042726.6 |
 SV1370| CF1290 CRESCENT AZ MK                                     2931724.4 |
 SV1370| CF1291 CRESCENT RM 1                        70.476 METERS 35308     |
 SV1370|---------------------------------------------------------------------|
 SV1370
 SV1370                          SUPERSEDED SURVEY CONTROL
 SV1370
 SV1370  NAD 83(1986)-  47 44 35.15161(N)    117 49 55.62811(W) AD(       ) 2
 SV1370  NAD 27      -  47 44 35.56000(N)    117 49 51.80300(W) AD(       ) 2
 SV1370  NGVD 29 (07/19/86)  915.1    (m)         3002.     (f) VERT ANG       
 SV1370
 SV1370.Superseded values are not recommended for survey control.
 SV1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1370.See file dsdata.txt to determine how the superseded data were derived.
 SV1370
 SV1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN3762088082(NAD 83)
 SV1370_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1370_SETTING: 80 = SET IN A BOULDER
 SV1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1370+STABILITY: SURFACE MOTION
 SV1370
 SV1370  HISTORY     - Date     Condition        Report By
 SV1370  HISTORY     - 1950     MONUMENTED       USGS
 SV1370  HISTORY     - 1950     GOOD             USGS
 SV1370  HISTORY     - 1960     GOOD             CGS
 SV1370  HISTORY     - 1965     GOOD             CGS
 SV1370  HISTORY     - 1973     GOOD             USGS
 SV1370
 SV1370                          STATION DESCRIPTION
 SV1370
 SV1370'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (WRH)
 SV1370'STATION IS LOCATED, AIRLINE, ABOUT 5 MILES NORTH NORTHEAST OF
 SV1370'REARDAN, 2 MILES SOUTH SOUTHEAST OF CRESCENT, ON THE HIGHEST POINT OF
 SV1370'A PROMINENT HILL THAT IS IN CULTIVATION.  THE STATION IS MIDWAY
 SV1370'BETWEEN TWO STANDS OF TIMBER, ABOUT 400 FEET FROM EACH.
 SV1370'
 SV1370'STATION MARK, STAMPED CRESCENT 1939, IS A STANDARD USGS
 SV1370'TRIANGULATION BENCH MARK DISK CEMENTED IN A DRILL HOLE IN A
 SV1370'BOULDER AND BURIED 15 INCHES BELOW THE SURFACE OF THE GROUND.
 SV1370'
 SV1370'REFERENCE MARK NUMBER 1, STAMPED NO 1, IS A STANDARD USGS REFERENCE
 SV1370'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 SV1370'THE GROUND.  IT IS ABOUT 15 FEET LOWER IN ELEVATION THAN THE STATION
 SV1370'MARK, 2 FEET SOUTH OF A FENCE LINE AND IN A NARROW STRIP ALONG THE
 SV1370'FENCE THAT IS NOT IN CULTIVATION.
 SV1370'
 SV1370'REFERENCE MARK NUMBER 2, STAMPED NO 2, IS A STANDARD USGS REFERENCE
 SV1370'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 SV1370'FLUSH WITH THE GROUND.  IT IS 15 FEET WEST OF THE CENTERLINE OF THE
 SV1370'ROAD, 3 FEET EAST OF A FENCE LINE AND 20 FEET LOWER IN ELEVATION
 SV1370'THAN THE STATION MARK.
 SV1370'
 SV1370'AZIMUTH MARK, STAMPED CRESCENT USGS 1950, IS A STANDARD USC AND GS
 SV1370'AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET IN
 SV1370'DIAMETER, PROJECTING 18 INCHES ABOVE THE GROUND, AND IS 16 FEET
 SV1370'NORTHEAST OF A FENCE CORNER, 60 FEET SOUTHWEST OF THE INTERSECTION
 SV1370'OF TWO GRAVELED ROADS.  TO REACH FROM THE STATION, GO WEST ALONG
 SV1370'FARM ROAD FOR 1.6 MILES TO GRAVELED ROAD.  TURN RIGHT, NORTH, AND GO
 SV1370'0.5 MILE TO FORKS.  TAKE LEFT FORK AND GO 0.3 MILE TO THE AZIMUTH
 SV1370'MARK ON THE LEFT.
 SV1370'
 SV1370'THE STATION IS REACHED AS FOLLOWS--FROM THE TOWN OF REARDAN GO NORTH
 SV1370'AS PER SIGN WELLPINIT 22, LONG LAKE 15, LITTLE FALLS 14, FORD 21 FOR
 SV1370'4.3 MILES TO A Y FORK.  KEEP RIGHT AS PER SIGN CRESCENT 4 AND GO 1.3
 SV1370'MILES.  TURN RIGHT INTO LANE AND GO 0.85 MILE TO WHERE ROAD TURNS
 SV1370'LEFT.  CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 0.7 MILE TO THE
 SV1370'TOP OF HILL AND STATION.
 SV1370'
 SV1370'NOTE--THE LAST 0.7 MILE CANNOT BE DRIVEN IN WET WEATHER.
 SV1370
 SV1370                          STATION RECOVERY (1960)
 SV1370
 SV1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 SV1370'THE STATION AND AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 SV1370'CONDITION.  DISTANCE AND DIRECTION CHECKS TO THE REFERENCE MARKS
 SV1370'WERE NOT MADE AT THIS DATE AS IT WOULD HAVE REQUIRED BUILDING A 12
 SV1370'FOOT OBSERVING TOWER OVER THE STATION.
 SV1370'
 SV1370'A COMPLETE DESCRIPTION FOLLOWS.
 SV1370'
 SV1370'THE STATION IS ABOUT 5 MILES NORTH-NORTHEAST OF REARDAN, 2 MILES
 SV1370'SOUTH-SOUTHEAST OF CRESCENT, ON THE HIGHEST POINT OF A PROMINENT
 SV1370'HILL THAT IS IN CULTIVATION.  THE STATION IS MIDWAY BETWEEN TWO
 SV1370'STANDS OF TIMBER, ABOUT 400 FEET FROM EACH.
 SV1370'
 SV1370'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND SPRINGDALE ROAD
 SV1370'AT REARDAN GO NORTH ON SPRINGDALE ROAD FOR 4.4 MILES TO A FORK, MAIN
 SV1370'ROAD BEARS TO THE LEFT.  CONTINUE STRAIGHT AHEAD, NORTH, ON GRAVEL
 SV1370'ROAD FOR 1.3 MILES TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT, EAST,
 SV1370'ON LANE ROAD AND GO 0.9 MILE TO SOME OLD FARM BUILDINGS AND THE MAIN
 SV1370'ROAD TURNS LEFT.  TURN RIGHT, DOWN INTO DRAW, THENCE LEFT, EAST, UP
 SV1370'DRAW AND GO 0.3 MILE TO A GATE.  PASS THROUGH GATE, THENCE LEFT
 SV1370'ALONG THE EAST SIDE OF A FENCE LINE FOR 0.2 MILE TO A OPENING IN A
 SV1370'EAST-WEST FENCE LINE.  PASS THROUGH FENCE, THENCE RIGHT, EAST, ON
 SV1370'DIM TRACK ROAD ALONG THE SOUTH SIDE OF A GROUP OF PINE TREES FOR
 SV1370'0.2 MILE TO A GATE.  PASS THROUGH GATE, THENCE RIGHT, SOUTHWEST,
 SV1370'ACROSS FIELD FOR 0.15 MILE TO THE STATION.
 SV1370'
 SV1370'THE STATION MARK, STAMPED CRESCENT 1939, IS A U.S. GEOLOGICAL BENCH
 SV1370'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER AND ABOUT 15
 SV1370'INCHES BELOW THE GROUND SURFACE.
 SV1370'
 SV1370'REFERENCE MARK NO. 1, STAMPED NO 1, IS A U.S.G.S. REFERENCE DISK
 SV1370'CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND, 2 FEET
 SV1370'SOUTH OF A FENCE LINE AND ABOUT 15 FEET LOWER THAN THE STATION.
 SV1370'
 SV1370'REFERENCE MARK NO. 2, STAMPED NO 2, IS A U.S.G.S. REFERENCE DISK
 SV1370'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND, 15 FEET
 SV1370'WEST OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF A FENCE LINE
 SV1370'AND ABOUT 20 FEET LOWER THAN THE STATION.
 SV1370'
 SV1370'THE AZIMUTH MARK, STAMPED CRESCENT USGS 1939, IS A STANDARD DISK
 SV1370'CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET IN DIAMETER, PROJECTING
 SV1370'18 INCHES, 60 FEET SOUTHWEST OF A ROAD INTERSECTION, 50 FEET
 SV1370'SOUTHEAST OF A CATTLE GUARD AND 12 FEET NORTHEAST OF A FENCE CORNER.
 SV1370'TO REACH FROM THE INTERSECTION OF THE GRAVEL ROAD AND THE LANE ROAD
 SV1370'(MILEAGE 1.3) GO NORTH ON THE GRAVEL ROAD FOR 0.5 MILE TO A T
 SV1370'INTERSECTION, THENCE LEFT, WEST, ON GRAVEL ROAD FOR 0.3 MILE TO
 SV1370'THE MARK ON THE LEFT.
 SV1370
 SV1370                          STATION RECOVERY (1965)
 SV1370
 SV1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1370'ADDITIONAL INFORMATION FOLLOWS--
 SV1370'
 SV1370'THE STATION IS ON THE NORTHEAST END OF SHOEMAKER BUTTE.
 SV1370'
 SV1370'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 SV1370'231 IN REARDAN, GO NORTH ON STATE HIGHWAY 231 FOR 4.5 MILES TO A Y.
 SV1370'KEEP RIGHT FORK STRAIGHT AHEAD, 1.3 MILES TO A SIDE ROAD RIGHT.  (*)
 SV1370'TURN RIGHT, LEAVING THE BLACKTOP ROAD, GO EAST 0.85 MILE TO WHERE
 SV1370'THE ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD, THROUGH A GATE, 0.1
 SV1370'MILE TO ABANDONED FARM BUILDINGS ON THE RIGHT AND THE END OF TRUCK
 SV1370'TRAVEL.  THE LAND TO THE SOUTH AND EAST IS UNDER CULTIVATION AT
 SV1370'PRESENT.  WALK SOUTH 60 DEG E ABOUT A HALF MILE TO THE HEAD OF A
 SV1370'TIMBERED DRAW, THEN EAST ABOUT 100 YARDS TO THE STATION MARK ON THE
 SV1370'SUMMIT IN A SMALL UNCULTIVATED SPOT.
 SV1370'
 SV1370'REFERENCE MARK NO. 2 IS ON THE WESTERN SIDE OF A STEEP, WOODED
 SV1370'VALLEY, 45 YARDS NORTHWEST OF THE POINT WHERE THE OLD ROAD AROUND
 SV1370'THE WEST EDGE OF THE DRAW ENTERS THE CULTIVATED FIELD, 7 YARDS NORTH
 SV1370'OF THE NORTH EDGE OF THE CULTIVATED FIELD, 20 YARDS SOUTHEAST OF THE
 SV1370'SUMMIT OF RIDGE BETWEEN THIS DRAW AND A SIMILAR, BUT SMALLER, DRAW
 SV1370'TO THE WEST.  MARK IS IN A 3-FOOT BY 2-FOOT BEDROCK OUTCROP WHICH
 SV1370'PROJECTS 4 INCHES.
 SV1370'
 SV1370'REFERENCE MARK NO. 1 WAS NOT FOUND.  ANGLE FROM R. M. 2 WAS NOT
 SV1370'TURNED.
 SV1370'
 SV1370'* - TO REACH THE AZIMUTH MARK FROM THE POINT WHERE THE ROUTE TO
 SV1370'THE STATION LEFT THE BLACKTOP ROAD.  CONTINUE NORTHERLY ON THE
 SV1370'BLACKTOP ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT, ON A CURVE, TURN
 SV1370'SHARP LEFT AND GO WEST 0.35 MILE TO A Y AND THE AZIMUTH MARK ON THE
 SV1370'LEFT, 12 YARDS SOUTH OF THE CENTER OF THE GRAVEL ROAD, 6 YARDS
 SV1370'EAST OF THE PROJECTED CENTER LINE OF THE ROAD GOING NORTH, 6 YARDS
 SV1370'SOUTH OF THE PROJECTED CENTER LINE OF THE ROAD GOING EAST AND 5
 SV1370'FEET EAST OF A TELEPHONE POLE.
 SV1370
 SV1370                          STATION RECOVERY (1973)
 SV1370
 SV1370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV1370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1137 ***********************************************************************
 SB1137  DESIGNATION -  CRESCENT
 SB1137  PID         -  SB1137
 SB1137  STATE/COUNTY-  WA/PIERCE
 SB1137  USGS QUAD   -  MOWICH LAKE (1971)
 SB1137
 SB1137                         *CURRENT SURVEY CONTROL
 SB1137  ___________________________________________________________________
 SB1137* NAD 83(1991)-  46 56 48.39246(N)    121 46 08.03628(W)     ADJUSTED  
 SB1137* NAVD 88     -      1966.7    (meters)    6452.     (feet)  VERTCON   
 SB1137  ___________________________________________________________________
 SB1137  LAPLACE CORR-          11.71  (seconds)                    DEFLEC99
 SB1137  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 SB1137
 SB1137  HORZ ORDER  -  THIRD
 SB1137
 SB1137.The horizontal coordinates were established by classical geodetic methods
 SB1137.and adjusted by the National Geodetic Survey in December 1991..
 SB1137
 SB1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1137
 SB1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1137
 SB1137.The geoid height was determined by GEOID03.
 SB1137
 SB1137;                    North         East     Units Scale Factor Converg.
 SB1137;SPC WA S     -   180,113.539   403,407.321   MT  0.99993450   -0 55 18.2
 SB1137;SPC WA S     -   590,922.50  1,323,512.19   sFT  0.99993450   -0 55 18.2
 SB1137;UTM  10      - 5,199,985.053   593,687.590   MT  0.99970788   +0 53 58.8
 SB1137
 SB1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1137!SPC WA S     -   0.99969486  x   0.99993450  =   0.99962938
 SB1137!UTM  10      -   0.99969486  x   0.99970788  =   0.99940283
 SB1137
 SB1137:                Primary Azimuth Mark                     Grid Az
 SB1137:SPC WA S     -  FREMONT LO                               102 21 37.6
 SB1137:UTM  10      -  FREMONT LO                               100 32 20.6
 SB1137
 SB1137|---------------------------------------------------------------------|
 SB1137| PID    Reference Object                     Distance      Geod. Az  |
 SB1137|                                                           dddmmss.s |
 SB1137| SB1143 FREMONT LO                          APPROX. 7.3 KM 1012619.4 |
 SB1137| SB1164 TOLMIE LOH                          APPROX. 8.6 KM 2780219.5 |
 SB1137|---------------------------------------------------------------------|
 SB1137
 SB1137                          SUPERSEDED SURVEY CONTROL
 SB1137
 SB1137  NAD 83(1986)-  46 56 48.40153(N)    121 46 08.04960(W) AD(       ) 3
 SB1137  NGVD 29 (11/26/90) 1965.4    (m)         6448.     (f) VERT ANG       
 SB1137
 SB1137.Superseded values are not recommended for survey control.
 SB1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1137.See file dsdata.txt to determine how the superseded data were derived.
 SB1137
 SB1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES9368899985(NAD 83)
 SB1137_MARKER: DS = TRIANGULATION STATION DISK
 SB1137_SETTING: 80 = SET IN A BOULDER
 SB1137_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SB1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1137+STABILITY: SURFACE MOTION
 SB1137
 SB1137  HISTORY     - Date     Condition        Report By
 SB1137  HISTORY     - 1971     MONUMENTED       USGS
 SB1137
 SB1137                          STATION DESCRIPTION
 SB1137
 SB1137'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 SB1137'LOCATED ABOUT 13 MI N. OF LONGMIRE, 0.5 MI S. OF CRESCENT LAKE,
 SB1137'0.5 MI NW. OF ELYSIAN FIELDS, ABOUT 0.5 MI W. OF HIGHEST TOP OF
 SB1137'CRESCENT MTN.  AT EASTERN END AND HIGHEST POINT OF TOP SLOPING N.
 SB1137'AND BREAKING SHARPLY S.
 SB1137'
 SB1137'NO TO REACH GIVEN.
 SB1137'
 SB1137'STATION MARK--STANDARD TABLET STAMPED---CRESCENT---, CEMENTED IN
 SB1137'DRILL HOLE IN ROCK ABOUT 3 INCHES BELOW GROUND.
 SB1137'
 SB1137'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1274 ***********************************************************************
 TR1274  DESIGNATION -  CRESCENT HARBOR LT 1960
 TR1274  PID         -  TR1274
 TR1274  STATE/COUNTY-  WA/ISLAND
 TR1274  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1274
 TR1274                         *CURRENT SURVEY CONTROL
 TR1274  ___________________________________________________________________
 TR1274* NAD 83(1991)-  48 17 57.44797(N)    122 35 28.56348(W)     ADJUSTED  
 TR1274* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 TR1274  ___________________________________________________________________
 TR1274  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 TR1274  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 TR1274
 TR1274  HORZ ORDER  -  THIRD
 TR1274
 TR1274.The horizontal coordinates were established by classical geodetic methods
 TR1274.and adjusted by the National Geodetic Survey in December 1991..
 TR1274
 TR1274.The orthometric height was scaled from a topographic map.
 TR1274
 TR1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1274
 TR1274.The geoid height was determined by GEOID03.
 TR1274
 TR1274;                    North         East     Units Scale Factor Converg.
 TR1274;SPC WA N     -   145,948.771   369,592.331   MT  0.99994725   -1 18 31.7
 TR1274;SPC WA N     -   478,833.59  1,212,570.84   sFT  0.99994725   -1 18 31.7
 TR1274;UTM  10      - 5,349,646.785   530,312.798   MT  0.99961129   +0 18 18.6
 TR1274
 TR1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1274!SPC WA N     -   1.00000114  x   0.99994725  =   0.99994839
 TR1274!UTM  10      -   1.00000114  x   0.99961129  =   0.99961243
 TR1274
 TR1274                          SUPERSEDED SURVEY CONTROL
 TR1274
 TR1274  NAD 83(1986)-  48 17 57.45147(N)    122 35 28.56820(W) AD(       ) 4
 TR1274  NAD 27      -  48 17 58.09072(N)    122 35 23.96696(W) AD(       ) 3
 TR1274
 TR1274.Superseded values are not recommended for survey control.
 TR1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1274.See file dsdata.txt to determine how the superseded data were derived.
 TR1274
 TR1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3031349647(NAD 83)
 TR1274
 TR1274  HISTORY     - Date     Condition        Report By
 TR1274  HISTORY     - 1960     MONUMENTED       CGS
 TR1274  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR1274
 TR1274                          STATION DESCRIPTION
 TR1274
 TR1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1274'THE STATION IS SHOWN IN THE LIGHT LIST, PACIFIC COAST, 1960 AS 1902.5
 TR1274'- ON SHORE, WHITE SQUARE DAYMARK, ON SKELETON TOWER, BUILT IN 1958.
 TR1274'
 TR1274'THE LIGHT IS A DOUBLE LENS LIGHT SET ON TOP OF THE CENTER PIPE OF AN
 TR1274'ANGULAR DAYMARK EXTENDING 10 FEET ON EACH SIDE, BUILT OF LATTICED 2
 TR1274'IN X 6 IN AND PAINTED WHITE, SUPPORTED BY THREE 4 INCH IRON PIPES 9
 TR1274'FEET HIGH.  THE STRUCTURE IS 11 FEET TALL AND IS 30 FEET WEST OF A
 TR1274'PAVED ROAD AND ABOUT 15 FEET EAST OF A 40 FOOT SLOPING BANK TO THE
 TR1274'HIGHWATER LINE.
 TR1274
 TR1274                          STATION RECOVERY (1973)
 TR1274
 TR1274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1274'THE CRESCENT HARBOR LIGHT HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1281 ***********************************************************************
 TR1281  DESIGNATION -  CRESCENT HBR E END PIER POLE
 TR1281  PID         -  TR1281
 TR1281  STATE/COUNTY-  WA/ISLAND
 TR1281  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1281
 TR1281                         *CURRENT SURVEY CONTROL
 TR1281  ___________________________________________________________________
 TR1281* NAD 83(1991)-  48 17 05.14827(N)    122 37 04.94061(W)     ADJUSTED  
 TR1281* NAVD 88     -                                                        
 TR1281  ___________________________________________________________________
 TR1281  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 TR1281  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 TR1281
 TR1281  HORZ ORDER  -  THIRD
 TR1281
 TR1281.The horizontal coordinates were established by classical geodetic methods
 TR1281.and adjusted by the National Geodetic Survey in December 1991..
 TR1281
 TR1281
 TR1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1281
 TR1281.The geoid height was determined by GEOID03.
 TR1281
 TR1281;                    North         East     Units Scale Factor Converg.
 TR1281;SPC WA N     -   144,379.581   367,569.259   MT  0.99994649   -1 19 43.5
 TR1281;SPC WA N     -   473,685.34  1,205,933.48   sFT  0.99994649   -1 19 43.5
 TR1281;UTM  10      - 5,348,021.785   528,335.390   MT  0.99960986   +0 17 06.4
 TR1281
 TR1281                          SUPERSEDED SURVEY CONTROL
 TR1281
 TR1281  NAD 83(1986)-  48 17 05.15142(N)    122 37 04.94580(W) AD(       ) 4
 TR1281  NAD 27      -  48 17 05.79000(N)    122 37 00.33000(W) AD(       ) 3
 TR1281
 TR1281.Superseded values are not recommended for survey control.
 TR1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1281.See file dsdata.txt to determine how the superseded data were derived.
 TR1281
 TR1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2833548022(NAD 83)
 TR1281
 TR1281  HISTORY     - Date     Condition        Report By
 TR1281  HISTORY     - 1951     MONUMENTED       CGS
 TR1281  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1281
 TR1281                          STATION DESCRIPTION
 TR1281
 TR1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 TR1281'A POLE CENTERED AT THE EAST END OF THE MAIN PIER PROJECTING INTO
 TR1281'CRESCENT HARBOR FROM THE WEST SIDE.  THE POLE IS ABOUT 20 FT. ABOVE
 TR1281'THE PIER FLOOR AND SUPPORTS 6 RED LIGHTS, 3 ON EACH SIDE, EQUALLY
 TR1281'SPACED.
 TR1281
 TR1281                          STATION RECOVERY (1960)
 TR1281
 TR1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1281'STATION DESTROYED.
 TR1281'
 TR1281'THE LIGHT HAS BEEN REMOVED.  THE PUBLIC WORKS OFFICE AT THE NAVAL
 TR1281'AIR STATION STATES THAT THE POLE AND LIGHTS WERE TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3877 ***********************************************************************
 SY3877  DESIGNATION -  CREST
 SY3877  PID         -  SY3877
 SY3877  STATE/COUNTY-  WA/KING
 SY3877  USGS QUAD   -  
 SY3877
 SY3877                         *CURRENT SURVEY CONTROL
 SY3877  ___________________________________________________________________
 SY3877* NAD 83(1991)-  47 39 20.96466(N)    122 16 19.25636(W)     ADJUSTED  
 SY3877* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY3877  ___________________________________________________________________
 SY3877  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 SY3877  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SY3877
 SY3877  HORZ ORDER  -  THIRD
 SY3877
 SY3877.The horizontal coordinates were established by classical geodetic methods
 SY3877.and adjusted by the National Geodetic Survey in December 1991..
 SY3877
 SY3877.The orthometric height was scaled from a topographic map.
 SY3877
 SY3877.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3877
 SY3877.The geoid height was determined by GEOID03.
 SY3877
 SY3877;                    North         East     Units Scale Factor Converg.
 SY3877;SPC WA N     -    73,925.854   391,934.714   MT  0.99997458   -1 04 16.1
 SY3877;SPC WA N     -   242,538.41  1,285,872.47   sFT  0.99997458   -1 04 16.1
 SY3877;UTM  10      - 5,278,304.272   554,664.434   MT  0.99963672   +0 32 17.1
 SY3877
 SY3877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3877!SPC WA N     -   1.00000324  x   0.99997458  =   0.99997782
 SY3877!UTM  10      -   1.00000324  x   0.99963672  =   0.99963996
 SY3877
 SY3877:                Primary Azimuth Mark                     Grid Az
 SY3877:SPC WA N     -  KIRK                                     058 11 49.6
 SY3877:UTM  10      -  KIRK                                     056 35 16.4
 SY3877
 SY3877|---------------------------------------------------------------------|
 SY3877| PID    Reference Object                     Distance      Geod. Az  |
 SY3877|                                                           dddmmss.s |
 SY3877| SY3726 KIRK                                APPROX. 5.1 KM 0570733.5 |
 SY3877| SY3728 KIRKLAND RADIO STA KRKL TOWER       APPROX. 5.8 KM 0660911.2 |
 SY3877| SY3718 KIRKLAND ACME MILLWORK INC TANK     APPROX. 5.9 KM 0750921.6 |
 SY3877| SY3752 MEDINA TANK                         APPROX. 5.2 KM 1212834.0 |
 SY3877| CF6484 CREST RM 2                            6.490 METERS 23844     |
 SY3877| CF6483 CREST RM 1                           14.045 METERS 29953     |
 SY3877|---------------------------------------------------------------------|
 SY3877
 SY3877                          SUPERSEDED SURVEY CONTROL
 SY3877
 SY3877  NAD 83(1986)-  47 39 20.95764(N)    122 16 19.26138(W) AD(       ) 3
 SY3877  NAD 27      -  47 39 21.60400(N)    122 16 14.81200(W) AD(       ) 3
 SY3877
 SY3877.Superseded values are not recommended for survey control.
 SY3877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3877.See file dsdata.txt to determine how the superseded data were derived.
 SY3877
 SY3877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5466478304(NAD 83)
 SY3877_MARKER: Z = SEE DESCRIPTION
 SY3877_SETTING: 0 = UNSPECIFIED SETTING
 SY3877
 SY3877  HISTORY     - Date     Condition        Report By
 SY3877  HISTORY     - 1953     MONUMENTED       CGS
 SY3877  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY3877  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY3877  HISTORY     - 20010520 MARK NOT FOUND   USPSQD
 SY3877
 SY3877                          STATION DESCRIPTION
 SY3877
 SY3877'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3877'THIS STATION IS ON THE W SIDE OF LAKE WASHINGTON, IN THE
 SY3877'LAURELHURST RESIDENTIAL SECTION OF SEATTLE.  IT IS NEAR THE
 SY3877'SHORELINE AT THE END OF 51ST AVENUE NE (OR LAURELHEIGHTS AVENUE)
 SY3877'A DEAD-END STREET, ABOUT ON LINE WITH THE CENTERLINE OF THE STREET
 SY3877'PAVING, ON THE CITY-OWNED PROPERTY AT THE STREET END, 20
 SY3877'FT. TOWARDS THE LAKE FROM THE END OF THE PAVING, ABOUT 12 FT.
 SY3877'BACK OF THE MEAN HIGH-WATERLINE, AND ABOUT 5 FT. ABOVE THE LAKE
 SY3877'LEVEL.  THE PROPERTY TO THE S IS OWNED BY THE LAURELHURST
 SY3877'COMMUNITY CLUB AND IS USED FOR A COMMUNITY BATHING BEACH.
 SY3877'
 SY3877'THE MARK IS A STANDARD DISK, STAMPED CREST 1953 AND SET IN THE
 SY3877'TOP OF A CONCRETE MONUMENT (12 IN. IN DIAMETER AND 30 IN. LONG)
 SY3877'ABOUT 6 IN. BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK
 SY3877'IS A COCO-COLA BOTTLE CENTERED ABOUT 6 IN. BELOW THE BOTTOM OF THE
 SY3877'MONUMENT.
 SY3877'
 SY3877'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED NO 1
 SY3877'CREST 1953 AND CEMENTED IN A DRILL HOLE IN THE CURBING, ABOUT 6
 SY3877'FT. S OF THE CENTERLINE OF THE STREET.
 SY3877'
 SY3877'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED NO 2
 SY3877'CREST 1953 AND CEMENTED IN A DRILL HOLE IN THE TOP OF A RETAINING
 SY3877'WALL WHICH RUNS PARALLEL TO THE N PROPERTY LINE OF THE COMMUNITY
 SY3877'CLUB.  THE WALL IS BUILT FLUSH WITH THE GROUND, AND ABOUT 4 FT. S
 SY3877'OF THE LINE.  THE MARK IS ABOUT 21 FT. E (TOWARDS THE LAKE) FROM
 SY3877'THE GATE IN THE STEEL FENCE SURROUNDING THE BEACH PROPERTY.
 SY3877'
 SY3877'HEIGHT OF LIGHT ABOVE STATION MARK 4.57 M.
 SY3877
 SY3877                          STATION RECOVERY (1969)
 SY3877
 SY3877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY3877'THE STATION IS IN ABOUT THE 3800 BLOCK OF 51ST AVENUE NORTHEAST
 SY3877'IN SEATTLE.  IT IS AT THE SOUTHEAST END OF THE PARKING LOT ON THE
 SY3877'NORTHEAST SIDE OF A PRIVATE BATHING BEACH WHICH IS INSIDE A CYCLONE
 SY3877'FENCE.
 SY3877'
 SY3877'THE STATION MARK, STAMPED CREST 1953, IS A STANDARD DISK SET IN
 SY3877'CONCRETE 8 INCHES BELOW GROUND.  IT IS 41.5 FEET NORTHEAST OF THE
 SY3877'2ND POST SOUTHEAST OF A GATE IN THE FENCE, 8 FEET NORTHWEST OF THE
 SY3877'EDGE OF THE LAKE AND 5 FEET ABOVE THE WATER, 2 FEET NORTHWEST OF
 SY3877'THE UPPER EDGE OF THE LAKE BANK AND 8 FEET NORTH OF THE NORTHERN
 SY3877'END OF A FOOT-PATH.
 SY3877'
 SY3877'REFERENCE MARK NO. 1, STAMPED CREST NO 1 1953, IS A STANDARD DISK
 SY3877'SET IN THE CURB AT THE SOUTHEAST END OF THE PARKING LOT.  IT IS
 SY3877'34 FEET NORTHEAST OF THE GATE INTO THE PRIVATE BEACH, AND 6.5
 SY3877'FEET SOUTH OF A SEWER MANHOLE COVER WHICH IS ON THE CENTERLINE IN
 SY3877'THE PARKING LOT.
 SY3877'
 SY3877'REFERENCE MARK NO. 2 IS INSIDE THE CYCLONE FENCE, ON THE ONE-FOOT
 SY3877'HIGH CONCRETE RETAINING WALL, 19 FEET SOUTHEAST OF THE GATE AND 4
 SY3877'FEET SOUTHWEST OF THE CYCLONE FENCE.
 SY3877'
 SY3877'NOTE--DISTANCES TO THE REFERENCE MARKS ARE REVERSED IN THE 1953
 SY3877'DESCRIPTION.  RM NO. 1 IS 21.3 FEET WEST AND RM NO. 2 IS 46.1
 SY3877'FEET SOUTHWEST OF THE STATION.
 SY3877
 SY3877                          STATION RECOVERY (1971)
 SY3877
 SY3877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 SY3877'THE STATION IS LOST.  A RECENTLY CONSTRUCTED, UNDERGROUND, STORM
 SY3877'SEWER LINE PASSES THROUGH THE STATION SITE AREA.  THE UNDERGROUND
 SY3877'MARK WAS SEARCHED FOR AND IT WAS NOT RECOVERED.
 SY3877'
 SY3877'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 SY3877'
 SY3877'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3877'AT SEATTLE.
 SY3877
 SY3877                          STATION RECOVERY (2001)
 SY3877
 SY3877'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY3877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2329 ***********************************************************************
 RC2329  DESIGNATION -  CREST
 RC2329  PID         -  RC2329
 RC2329  STATE/COUNTY-  WA/SKAMANIA
 RC2329  USGS QUAD   -  MT DEFIANCE (1994)
 RC2329
 RC2329                         *CURRENT SURVEY CONTROL
 RC2329  ___________________________________________________________________
 RC2329* NAD 83(1991)-  45 42 15.71396(N)    121 42 16.01241(W)     ADJUSTED  
 RC2329* NAVD 88     -       409.     (meters)    1342.     (feet)  SCALED    
 RC2329  ___________________________________________________________________
 RC2329  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 RC2329  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RC2329
 RC2329  HORZ ORDER  -  SECOND
 RC2329
 RC2329.The horizontal coordinates were established by classical geodetic methods
 RC2329.and adjusted by the National Geodetic Survey in December 1991..
 RC2329
 RC2329.The orthometric height was scaled from a topographic map.
 RC2329
 RC2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2329
 RC2329.The geoid height was determined by GEOID03.
 RC2329
 RC2329;                    North         East     Units Scale Factor Converg.
 RC2329;SPC WA S     -    41,956.932   406,204.514   MT  1.00003173   -0 52 29.7
 RC2329;SPC WA S     -   137,653.70  1,332,689.31   sFT  1.00003173   -0 52 29.7
 RC2329;SPC OR N     -   227,135.554 2,406,213.109   MT  0.99993827   -0 51 15.0
 RC2329;SPC OR N     -   745,195.39  7,894,399.96   iFT  0.99993827   -0 51 15.0
 RC2329;UTM  10      - 5,062,017.428   600,850.325   MT  0.99972504   +0 55 38.5
 RC2329
 RC2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2329!SPC WA S     -   0.99993925  x   1.00003173  =   0.99997098
 RC2329!SPC OR N     -   0.99993925  x   0.99993827  =   0.99987752
 RC2329!UTM  10      -   0.99993925  x   0.99972504  =   0.99966430
 RC2329
 RC2329|---------------------------------------------------------------------|
 RC2329| PID    Reference Object                     Distance      Geod. Az  |
 RC2329|                                                           dddmmss.s |
 RC2329| CF4256 CREST RM 1                            8.047 METERS 01059     |
 RC2329| RC2305 COOKS                               APPROX. 3.0 KM 0780446.8 |
 RC2329| CF4257 CREST RM 2                            7.043 METERS 20258     |
 RC2329|---------------------------------------------------------------------|
 RC2329
 RC2329                          SUPERSEDED SURVEY CONTROL
 RC2329
 RC2329  NAD 83(1991)-  45 42 15.71396(N)    121 42 16.01241(W) AD(       ) 2
 RC2329  NAD 83(1986)-  45 42 15.72599(N)    121 42 16.01970(W) AD(       ) 2
 RC2329  NAD 27      -  45 42 16.30300(N)    121 42 11.74800(W) AD(       ) 2
 RC2329
 RC2329.Superseded values are not recommended for survey control.
 RC2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2329.See file dsdata.txt to determine how the superseded data were derived.
 RC2329
 RC2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR0085062017(NAD 83)
 RC2329_MARKER: DS = TRIANGULATION STATION DISK
 RC2329_SETTING: 66 = SET IN ROCK OUTCROP
 RC2329
 RC2329  HISTORY     - Date     Condition        Report By
 RC2329  HISTORY     - 1957     MONUMENTED       CGS
 RC2329  HISTORY     - 1959     GOOD             CGS
 RC2329
 RC2329                          STATION DESCRIPTION
 RC2329
 RC2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2329'THE STATION IS ABOUT 5-1/2 MILES EAST OF CARSON, 2-1/2 MILES WEST
 RC2329'OF THE RAILROAD STATION AT COOKS AND 1/2 MILE NORTH OF U.S. HIGHWAY
 RC2329'830, ON THE SOUTH SLOPE OF DOG MOUNTAIN ON THE MOST SOUTHERLY KNOLL
 RC2329'OF THE RIDGE LEADING SOUTH-SOUTHWEST FROM THE SUMMIT OF THE
 RC2329'MOUNTAIN, AT ABOUT THE 1300 FOOT ELEVATION.  IT IS ABOUT 1/2 MILE
 RC2329'SOUTH OF DOG MOUNTAIN LOOKOUT HOUSE AND 1/2 MILE EAST OF THE
 RC2329'CASCADE CREST TRAIL, ON A KNOLL THAT IS BARE EXCEPT FOR BURNED
 RC2329'SNAGS.
 RC2329'
 RC2329'TO REACH FROM THE HOME VALLEY POST OFFICE AND SERVICE STATION (6
 RC2329'MILES EAST ON U.S. HIGHWAY 830 FROM STEVENSON), GO EAST ON
 RC2329'U.S. HIGHWAY 830 FOR 3.4 MILES TO THE CREST TRAIL INN ON THE
 RC2329'LEFT.  CONTINUE EAST FOR 0.05 MILE THEN TAKE THE TRACK FORK ON
 RC2329'THE LEFT, AS PER SIGN CASCADE CREST TRAIL.  CONTINUE ON THE TRACK
 RC2329'ROAD FOR 0.05 MILE TO THE END OF TRUCK TRAVEL AT THE CASCADE
 RC2329'CREST TRAIL SIGN ON THE LEFT.  FOLLOW THE CASCADE CREST TRAIL
 RC2329'UPHILL FOR ABOUT 1 MILE TO AN ORANGE MARKER POST AT THE JUNCTION
 RC2329'OF THE TRAIL AND A JEEP ROAD.* CONTINUE NORTH ON THE TRAIL AND
 RC2329'ROAD FOR ABOUT 100 YARDS.  LEAVE THE TRAIL AND BEAR RIGHT,
 RC2329'NORTHEAST, TO AN OLD SKID ROAD LEADING UP THE STEEP HILL.
 RC2329'CONTINUE ON THE SKID ROAD TO THE TOP OF THE RIDGE THEN GO
 RC2329'EASTERLY ALONG THE RIDGE TO THE KNOLL AT THE BASE OF THE HIGH
 RC2329'NORTH-SOUTH RIDGE AND THE STATION SITE.  THIS WAS A 2 1/2-HOUR
 RC2329'PACK IN DEEP SNOW.  IN DECENT WEATHER THE PACK WOULD PROBABLY BE
 RC2329'ABOUT 1-1/2 HOURS.
 RC2329'
 RC2329'*THIS JEEP ROAD LEAVES THE HIGHWAY 2.6 MILES EAST OF THE HOME
 RC2329'VALLEY POST OFFICE AND 0.8 MILE WEST OF THE CREST TRAIL INN AT SIGN
 RC2329'JOE GRANTS.  TURN NORTH OFF THE HIGHWAY AND THEN TAKE THE LEFT
 RC2329'FORK AT NO TRESPASSING SIGN, BEFORE REACHING THE GRANT
 RC2329'RESIDENCE.  THE BUILDERS USED THE ROAD BEFORE THE SNOWS SET IN
 RC2329'BUT NO MILEAGE WAS TAKEN.  THE PACK FROM THE JUNCTION WITH THE
 RC2329'TRAIL WAS ABOUT 3/4 OF AN HOUR FOR THE BUILDERS.
 RC2329'
 RC2329'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN
 RC2329'DRILL HOLES IN BEDROCK.
 RC2329'
 RC2329'THE STATION MARK, STAMPED CREST 1957, PROJECTS ABOUT 2 INCHES
 RC2329'ABOVE THE GROUND.
 RC2329'
 RC2329'REFERENCE MARK 1, STAMPED CREST NO 1 1957, IS ABOUT FLUSH WITH
 RC2329'THE GROUND AND 18 INCHES HIGHER THAN THE STATION.
 RC2329'
 RC2329'REFERENCE MARK 2, STAMPED CREST NO 2 1957, IS ABOUT FLUSH WITH THE
 RC2329'GROUND AND ABOUT 2 FEET LOWER THAN THE STATION.
 RC2329'
 RC2329'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 RC2329
 RC2329                          STATION RECOVERY (1959)
 RC2329
 RC2329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2329'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ALL MARKS WERE FOUND IN
 RC2329'GOOD CONDITION.
 RC2329'
 RC2329'A DIFFERENT TO REACH DESCRIPTION FOLLOWS IN LIEU OF THE METHOD
 RC2329'AS PREVIOUSLY DESCRIBED IN 1957 BY PACKING NORTH ALONG THE CASCADE
 RC2329'CREST TRAIL FROM U.S. HIGHWAY 830.
 RC2329'
 RC2329'TO REACH FROM THE HIGHWAY JUNCTION IN COOKS, WASHINGTON, GO WEST
 RC2329'ON U.S. HIGHWAY 830 FOR 3.5 MILES, TURN RIGHT ON A SIDE ROAD, GO
 RC2329'0.1 MILE TO A ROAD FORK, TAKE THE LEFT FORK (PRIVATE PROPERTY),
 RC2329'GO BY FOUR-WHEELED DRIVE VEHICLE FOR 1.4 MILES ALONG AN OLD
 RC2329'LOGGING ROAD TO A JUNCTION WITH THE CASCADE CREST TRAIL ON THE
 RC2329'SOUTH SLOPE OF DOG MOUNTAIN, GO NORTHWARD ALONG THE ROAD
 RC2329'FOR ABOUT 100 YARDS TO END OF TRUCK TRAVEL, PACK EASTWARD UP AN
 RC2329'OLD SKID TRAIL TO THE TOP OF THE RIDGE, THEN PACK EASTWARD
 RC2329'ALONG THE RIDGE TO THE BASE OF A HIGH, NORTH-SOUTH RIDGE AND
 RC2329'STATION.  ABOUT A 45 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2114 ***********************************************************************
 TR2114  DESIGNATION -  CREST 1894
 TR2114  PID         -  TR2114
 TR2114  STATE/COUNTY-  WA/SAN JUAN
 TR2114  USGS QUAD   -  SHAW ISLAND (1994)
 TR2114
 TR2114                         *CURRENT SURVEY CONTROL
 TR2114  ___________________________________________________________________
 TR2114* NAD 83(1991)-  48 32 04.10736(N)    122 59 42.28676(W)     ADJUSTED  
 TR2114* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 TR2114  ___________________________________________________________________
 TR2114  LAPLACE CORR-          -9.34  (seconds)                    DEFLEC99
 TR2114  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 TR2114
 TR2114  HORZ ORDER  -  THIRD
 TR2114
 TR2114.The horizontal coordinates were established by classical geodetic methods
 TR2114.and adjusted by the National Geodetic Survey in December 1991..
 TR2114
 TR2114.The orthometric height was scaled from a topographic map.
 TR2114
 TR2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2114
 TR2114.The geoid height was determined by GEOID03.
 TR2114
 TR2114;                    North         East     Units Scale Factor Converg.
 TR2114;SPC WA N     -   172,852.175   340,378.249   MT  0.99996867   -1 36 34.1
 TR2114;SPC WA N     -   567,099.18  1,116,724.31   sFT  0.99996867   -1 36 34.1
 TR2114;UTM  10      - 5,375,707.606   500,363.228   MT  0.99960000   +0 00 13.3
 TR2114
 TR2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2114!SPC WA N     -   1.00000050  x   0.99996867  =   0.99996917
 TR2114!UTM  10      -   1.00000050  x   0.99960000  =   0.99960050
 TR2114
 TR2114:                Primary Azimuth Mark                     Grid Az
 TR2114:SPC WA N     -  SLOPE 1894                               339 20 51.8
 TR2114:UTM  10      -  SLOPE 1894                               337 44 04.4
 TR2114
 TR2114|---------------------------------------------------------------------|
 TR2114| PID    Reference Object                     Distance      Geod. Az  |
 TR2114|                                                           dddmmss.s |
 TR2114| TR2248 SLOPE 1894                          APPROX. 2.1 KM 3374417.7 |
 TR2114|---------------------------------------------------------------------|
 TR2114
 TR2114                          SUPERSEDED SURVEY CONTROL
 TR2114
 TR2114  NAD 83(1986)-  48 32 04.10946(N)    122 59 42.28895(W) AD(       ) 3
 TR2114  NAD 27      -  48 32 04.75300(N)    122 59 37.65300(W) AD(       ) 3
 TR2114
 TR2114.Superseded values are not recommended for survey control.
 TR2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2114.See file dsdata.txt to determine how the superseded data were derived.
 TR2114
 TR2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0036375708(NAD 83)
 TR2114_MARKER: H = DRILL HOLE
 TR2114_SETTING: 66 = SET IN ROCK OUTCROP
 TR2114_SP_SET: SET IN ROCK OUTCROP
 TR2114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR2114+STABILITY: POSITION/ELEVATION WELL
 TR2114
 TR2114  HISTORY     - Date     Condition        Report By
 TR2114  HISTORY     - 1894     MONUMENTED       CGS
 TR2114  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2114  HISTORY     - 1950     MARK NOT FOUND   CGS
 TR2114  HISTORY     - 1953     MARK NOT FOUND   CGS
 TR2114  HISTORY     - 20010802 GOOD             USPSQD
 TR2114
 TR2114                          STATION DESCRIPTION
 TR2114
 TR2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2114'STATION IS ON SAN JUAN ISLAND, ON POINT AT E SIDE OF E ENTRANCE TO
 TR2114'FRIDAY HARBOR.  SIGNAL IS ON CREST OF A SMALL HILL ABOUT 60 METERS
 TR2114'BACK FROM EXTREME POINT AND 35 OR 40 FEET ABOVE TIDES.  IT IS 5
 TR2114'PACES SW FROM A LARGE LONE FIR TREE (THE ONLY LARGE TREE LEFT
 TR2114'STANDING).  STATION IS ON AN OUTCROPPING OF SOLID ROCK AND IS
 TR2114'MARKED BY A 1/2-INCH HOLE DRILLED 2 INCHES DEEP.
 TR2114
 TR2114                          STATION RECOVERY (1940)
 TR2114
 TR2114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2114'DRILL HOLE WAS RECOVERED AND RE-MARKED WITH STANDARD DISK STAMPED
 TR2114'CREST 1894-1940, NO REFERENCE MARKS WERE ESTABLISHED.
 TR2114'
 TR2114'IN OUTCROPPING LEDGE IN THICK FIR AND MADRONA WOODS ON A
 TR2114'60-OR-70-FOOT KNOLL, THE HIGHEST IN THE LOCALITY.  AT THE E SIDE OF
 TR2114'THE PASS INTO FRIDAY HARBOR E OF BROWN ISLAND.  THE S POINT OF BROWN
 TR2114'ISLAND IS APPROXIMATELY IN RANGE WITH THE WHARVES AT FRIDAY HARBOR.
 TR2114'ABOUT 50 METERS BACK FROM HIGH WATER AND ON PROPERTY OF CHARLES H.
 TR2114'MYERS.
 TR2114
 TR2114                          STATION RECOVERY (1950)
 TR2114
 TR2114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2114'AN HOUR SEARCH IN THE AREA INDICATED BY L.C.W. IN 1940 REVEALED NO
 TR2114'TRACE OF THE STATION.  THE POINT IS NOW COMPLETELY OVERGROWN WITH
 TR2114'FIR AND MADRONA TREES AND DOES NOT SEE OUT IN ANY DIRECTION.  THE
 TR2114'STATION IS UNDOUBTEDLY STILL IN PLACE AND CAN PROBABLY BE FOUND IF A
 TR2114'MORE EXTENSIVE SEARCH IS MADE.
 TR2114
 TR2114                          STATION RECOVERY (1953)
 TR2114
 TR2114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR2114'A 1-HR. SEARCH IN THE AREA, INDICATED BY L.C.W. IN 1940, REVEALED NO
 TR2114'TRACE OF THE STATION.  THE POINT IS COMPLETELY OVERGROWN WITH FIR
 TR2114'AND MADRONA TREES AND SMALL BRUSH, AND DOES NOT SEE OUT IN ANY
 TR2114'DIRECTION.  THE STATION CAN PROBABLY BE FOUND IF A MORE EXTENSIVE
 TR2114'SEARCH IS MADE.
 TR2114
 TR2114                          STATION RECOVERY (2001)
 TR2114
 TR2114'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 TR2114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1373 ***********************************************************************
 SW1373  DESIGNATION -  CRESTON BUTTE
 SW1373  PID         -  SW1373
 SW1373  STATE/COUNTY-  WA/LINCOLN
 SW1373  USGS QUAD   -  CRESTON BUTTE (1969)
 SW1373
 SW1373                         *CURRENT SURVEY CONTROL
 SW1373  ___________________________________________________________________
 SW1373* NAD 83(1991)-  47 44 38.42853(N)    118 31 45.25580(W)     ADJUSTED  
 SW1373* NAVD 88     -       859.37   (+/-2cm)    2819.4    (feet)  VERTCON   
 SW1373  ___________________________________________________________________
 SW1373  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 SW1373  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 SW1373
 SW1373  HORZ ORDER  -  FIRST
 SW1373  VERT ORDER  -  THIRD ? (See Below)
 SW1373
 SW1373.The horizontal coordinates were established by classical geodetic methods
 SW1373.and adjusted by the National Geodetic Survey in December 1991..
 SW1373
 SW1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1373.The vertical order pertains to the NGVD 29 superseded value.
 SW1373
 SW1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1373
 SW1373.The geoid height was determined by GEOID03.
 SW1373
 SW1373;                    North         East     Units Scale Factor Converg.
 SW1373;SPC WA N     -    85,306.569   672,760.722   MT  0.99996343   +1 42 55.6
 SW1373;SPC WA N     -   279,876.64  2,207,215.80   sFT  0.99996343   +1 42 55.6
 SW1373;UTM  11      - 5,288,980.837   385,363.830   MT  0.99976149   -1 07 55.1
 SW1373
 SW1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1373!SPC WA N     -   0.99986835  x   0.99996343  =   0.99983178
 SW1373!UTM  11      -   0.99986835  x   0.99976149  =   0.99962987
 SW1373
 SW1373:                Primary Azimuth Mark                     Grid Az
 SW1373:SPC WA N     -  CRESTON UNITED GRAIN GROW ELEV           003 23 39.9
 SW1373:UTM  11      -  CRESTON UNITED GRAIN GROW ELEV           006 14 30.6
 SW1373
 SW1373|---------------------------------------------------------------------|
 SW1373| PID    Reference Object                     Distance      Geod. Az  |
 SW1373|                                                           dddmmss.s |
 SW1373| SW1344 CRESTON UNITED GRAIN GROW ELEV      APPROX. 1.6 KM 0050635.5 |
 SW1373| CF1296 CRESTON BUTTE AZ MK RESET                          0071351.9 |
 SW1373| CF1293 CRESTON BUTTE AZ MK                                0082603.2 |
 SW1373| SW1340 CRESTON CHURCH BELFRY               APPROX. 1.4 KM 0204846.4 |
 SW1373| CF1295 CRESTON BUTTE RM 2                   11.409 METERS 07504     |
 SW1373| SW1372 GLO 3 1934                          152.810 METERS 09319     |
 SW1373| SW1138 DAVENPORT NE WATER TANK             APPROX.30.4 KM 1083608.1 |
 SW1373| SW1141 DAVENPORT SW WATER TANK             APPROX.29.9 KM 1102812.2 |
 SW1373| SW1145 ROCKLYN GRANGE MILLING CO ELEV      APPROX.23.4 KM 1230124.5 |
 SW1373| CF1294 CRESTON BUTTE RM 1                   15.009 METERS 20944     |
 SW1373| SW1354 WILBUR R C CHURCH SPIRE             APPROX.13.5 KM 2743554.7 |
 SW1373|---------------------------------------------------------------------|
 SW1373
 SW1373                          SUPERSEDED SURVEY CONTROL
 SW1373
 SW1373  NAD 83(1986)-  47 44 38.44000(N)    118 31 45.24919(W) AD(       ) 1
 SW1373  NAD 27      -  47 44 38.88500(N)    118 31 41.26300(W) AD(       ) 1
 SW1373  NGVD 29 (07/19/86)  858.18   (m)         2815.5    (f) LEVELING    3  
 SW1373
 SW1373.Superseded values are not recommended for survey control.
 SW1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1373.See file dsdata.txt to determine how the superseded data were derived.
 SW1373
 SW1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN8536488981(NAD 83)
 SW1373_MARKER: DD = SURVEY DISK
 SW1373_SETTING: 66 = SET IN ROCK OUTCROP
 SW1373
 SW1373  HISTORY     - Date     Condition        Report By
 SW1373  HISTORY     - 1934     MONUMENTED       BOR
 SW1373  HISTORY     - 1950     GOOD             CGS
 SW1373  HISTORY     - 1956     GOOD             NPRR
 SW1373  HISTORY     - 1960     GOOD             CGS
 SW1373  HISTORY     - 1963     GOOD             CGS
 SW1373  HISTORY     - 1965     GOOD             CGS
 SW1373  HISTORY     - 1982     GOOD             WADNR
 SW1373
 SW1373                          STATION DESCRIPTION
 SW1373
 SW1373'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1373'STATION IS LOCATED 1 MILE SW OF CRESTON, NEAR THE SE CORNER OF SEC.
 SW1373'16, T. 26 N., R. 34 E. WM.
 SW1373'
 SW1373'TO REACH STATION FROM CRESTON POST OFFICE, DRIVE W ON U.S. HIGHWAY 10
 SW1373'1/4 MILE, THENCE S ACROSS RAILROAD TRACKS NEAR WAREHOUSE 1/4 MILE,
 SW1373'TURN W ON GRAVEL ROAD TO FIRST FARMHOUSE ON LEFT SIDE OF ROAD.  TURN
 SW1373'LEFT THROUGH GATE TO FIRST FARMHOUSE ON LEFT SIDE OF ROAD.  TURN
 SW1373'LEFT THROUGH GATE AND BARNYARD AND FOLLOW ALONG E SIDE OF FENCE LINE
 SW1373'WHICH RUNS S TO FOOT OF BUTTE.  THROUGH GATE AND CONTINUE TO TOP.  A
 SW1373'12-FOOT TRIPOD WAS BUILT AT STATION.
 SW1373'
 SW1373'AZIMUTH MARK IS U.S.C. AND G.S. BENCH MARK L-57, ESTABLISHED IN
 SW1373'1934, NEAR CRESTON DEPOT.
 SW1373'
 SW1373'HEIGHT OF STAND ABOVE STATION MARK - 3.578 METERS.
 SW1373
 SW1373                          STATION RECOVERY (1950)
 SW1373
 SW1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1373'THE STATION IS LOCATED ON THE TOP OF A PROMINENT HILL, ABOUT 1 MILE
 SW1373'AIRLINE SOUTH-SOUTHWEST OF CRESTON, ABOUT 9 MILES AIRLINE EAST OF
 SW1373'WILBUR AND ABOUT 18 MILES AIRLINE WEST-NORTHWEST OF DAVENPORT.
 SW1373'
 SW1373'TO REACH THE STATION FROM THE POST OFFICE IN CRESTON, GO NORTH ABOUT
 SW1373'100 YARDS TO U.S. HIGHWAY 2.  TURN LEFT ONTO U.S. HIGHWAY 2 AND GO
 SW1373'WEST FOR 0.3 MILE TO A CONCRETE CULVERT AND THE AZIMUTH MARK ON
 SW1373'THE RIGHT.  KEEP STRAIGHT AHEAD AND GO ABOUT 100 YARDS TO A SIDE ROAD
 SW1373'ON THE LEFT.  TURN LEFT, ONTO A GRAVELED ROAD, AND GO 0.3 MILE TO
 SW1373'SOME FARM BUILDINGS ON THE LEFT.  TURN LEFT, PASSING BETWEEN THE
 SW1373'FARM BUILDINGS, AND GO SOUTH THROUGH A WHEAT FIELD AND PASTURE FOR
 SW1373'0.6 MILE TO THE HIGHEST POINT AND THE STATION.  A VEHICLE WITH
 SW1373'4-WHEEL DRIVE IS NEEDED TO DRIVE THE LAST 0.6 MILE.
 SW1373'
 SW1373'THE STATION MARK IS A U.S. BUREAU OF RECLAMATION DISK STAMPED
 SW1373'CRESTON 1934 TRIANGULATION STATION SET IN A DRILL HOLE IN
 SW1373'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 SW1373'IT IS ABOUT 38 FEET NORTH OF A FENCE LINE.
 SW1373'
 SW1373'REFERENCE MARK NUMBER 1 IS A U.S. BUREAU OF RECLAMATION DISK
 SW1373'STAMPED CRESTON 1934 R.M. NO. 1 SET IN A DRILL HOLE IN OUTCROPPING
 SW1373'BEDROCK THAT PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  IT IS ABOUT 3
 SW1373'FEET SOUTH OF A FENCE LINE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 SW1373'
 SW1373'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CRESTON USBR NO
 SW1373'2 1934 1950 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 SW1373'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 47 FEET NORTH OF A
 SW1373'FENCE LINE AND ABOUT 2 FEET LOWER THAN THE STATION.
 SW1373'
 SW1373'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 2
 SW1373'AND IS A STANDARD DISK STAMPED CRESTON USBR 1934 1950 SET IN A DRILL
 SW1373'HOLE IN THE WEST END OF A SMALL CONCRETE CULVERT THAT PROJECTS
 SW1373'ABOUT 4 INCHES ABOVE THE STREET LEVEL.  IT IS 23.5 FEET NORTH OF
 SW1373'THE CENTER LINE OF U.S. HIGHWAY 2.
 SW1373'
 SW1373'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 SW1373
 SW1373                          STATION RECOVERY (1956)
 SW1373
 SW1373'RECOVERY NOTE BY NORTHERN PACIFIC RAILROAD 1956 (CKB)
 SW1373'ORIGINAL DESCRIPTION SUFFICIENT EXCEPT THAT THE MICROWAVE RELAY
 SW1373'STATION IS NOW STANDING APPROXIMATELY 10 FT. N OF THE STATION.  ROAD
 SW1373'NOW GOES RIGHT TO THE STATION ON TOP OF THE HILL.
 SW1373
 SW1373                          STATION RECOVERY (1960)
 SW1373
 SW1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 SW1373'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SW1373'CONDITION.  THE U.S. ARMY AIRFORCE HAS CONSTRUCTED A MICRO-WAVE
 SW1373'STATION ON THE SUMMIT OF THE BUTTE AND SOME OF THE ORIGINAL LINES
 SW1373'MAY BE OBSTRUCTED TO THE NORTH AND SOUTHWEST, HOWEVER A TOWER SOME 25
 SW1373'FEET HIGH WOULD CLEAR ALL LINES.  A NEW DESCRIPTION FOLLOWS.
 SW1373'
 SW1373'THE STATION IS ON THE SUMMIT OF A LONE BUTTE, 1 MILE SOUTH OF
 SW1373'CRESTON, 59 FEET NORTHEAST OF THE EAST GATE POST, THIS GATE LEADS
 SW1373'INTO A NEWLY FENCED AREA, 15.5 FEET SOUTH OF THE SOUTHEAST CORNER OF
 SW1373'A CONCRETE BLOCK BUILDING HOUSING THE MICRO-WAVE INSTRUMENTS, 13
 SW1373'FEET SOUTHWEST OF THE SOUTH ONE OF FOUR BORE-SIGHT TOWER POLES AND
 SW1373'IN THE TOP OF A GRANITE OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE
 SW1373'THE SURROUNDING AREA.
 SW1373'
 SW1373'TO REACH THE STATION FROM THE POST OFFICE IN CRESTON, PROCEED NORTH
 SW1373'FOR ABOUT 200 YARDS TO U.S. HIGHWAY 2, TURN LEFT, WEST, FOR 0.3 MILE
 SW1373'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST FOR 100 YARDS TO A
 SW1373'SIDE ROAD LEFT, TURN LEFT, SOUTH, ALONG THE EAST SIDE OF LARGE GRAIN
 SW1373'ELEVATORS.  AFTER CROSSING THE RAILROAD TRACKS (2 SETS) FOLLOW THE
 SW1373'MAIN TRAVELED ROAD SOUTHWEST AND SOUTH FOR 1.7 MILES TO A CROSS ROAD,
 SW1373'TURN LEFT, EAST, OVER A HIGH CATTLE GUARD FOLLOWING THE GOVERNMENT
 SW1373'RIGHT OF WAY AND ROAD FOR 1 MILE TO THE SUMMIT OF THE BUTTE AND THE
 SW1373'STATION SITE.
 SW1373'
 SW1373'THE STATION MARK, STAMPED CRESTON 1934, IS A STANDARD BRONZE DISK OF
 SW1373'THE BUREAU OF RECLAMATION SET IN CEMENT IN A DRILL HOLE IN THE
 SW1373'OUTCROPPING BEDROCK.
 SW1373'
 SW1373'REFERENCE MARK 1, STAMPED CRESTON R M NO 1 1934, IS A STANDARD DISK
 SW1373'OF THE BUREAU OF RECLAMATION SET IN CEMENT IN A DRILL HOLE IN
 SW1373'OUTCROPPING BEDROCK, 20 FEET EAST OF THE EAST GATE POST, 6 FEET
 SW1373'NORTH OF THE CHAIN-LINK FENCE SURROUNDING THE AIR FORCE FACILITIES.
 SW1373'
 SW1373'REFERENCE MARK 2, STAMPED CRESTON USBR NO 2 1934 1950, IS A
 SW1373'STANDARD DISK SET IN CEMENT IN A DRILL HOLE IN BEDROCK FLUSH WITH
 SW1373'THE SURFACE.  IT IS 46 FEET NORTH OF A BARBED WIRE FENCE AND 36 FEET
 SW1373'EAST OF THE SOUTHEAST CORNER OF THE CONCRETE BLOCK BUILDING.
 SW1373'
 SW1373'THE AZIMUTH MARK, STAMPED CRESTON USBR 1934 1950, IS A STANDARD
 SW1373'DISK SET IN A DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE CULVERT,
 SW1373'23 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 2, 20 FEET WEST OF
 SW1373'THE CENTER OF A GRAVELLED ROADWAY AND 16 FEET SOUTHEAST OF THE
 SW1373'SOUTHEAST CORNER OF A FENCE SURROUNDING A PRIVATE RESIDENCE.
 SW1373'
 SW1373'OBSERVATIONS MADE FROM A 4-FOOT STAND
 SW1373
 SW1373                          STATION RECOVERY (1963)
 SW1373
 SW1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SW1373'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 SW1373'CONDITION.  SINCE U.S. HIGHWAY NO. 2 IS TO BE WIDENED AND THE
 SW1373'AZIMUTH MARK WAS IN THE WAY OF CONSTRUCTION, A NEW AZIMUTH MARK
 SW1373'WAS ESTABLISHED AND THE OLD DISK REMOVED.  OBSERVATIONS SHOWN ABOVE
 SW1373'WERE MADE DURING THIS OCCUPATION, BUT THE REFERENCE MARKS WERE NOT
 SW1373'RE-MEASURED.  A DESCRIPTION OF THE NEW AZIMUTH MARK FOLLOWS--
 SW1373'
 SW1373'THE AZIMUTH MARK, STAMPED CRESTON USBR 1934 AZI. RESET 1963, IS A
 SW1373'REFERENCE MARK DISK SET IN THE SOUTHWEST CORNER OF THE CONCRETE SLAB
 SW1373'IN FRONT OF THE WEST DOOR OF THE FEED HOUSE AT THE UNITED GRAIN
 SW1373'GROWERS ELEVATOR AT THE WESTERN EDGE OF THE TOWN OF CRESTON.  IT IS
 SW1373'18 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING AND 6 FEET
 SW1373'WEST OF THE WEST SIDE OF THE BUILDING.
 SW1373'
 SW1373'THIS ELEVATOR IS THE ONE MENTIONED IN THE DIRECTIONS TO REACH THE
 SW1373'STATION AND THE FEED HOUSE IS A LOW, METAL BUILDING ABOUT 50 YARDS
 SW1373'EAST OF THE GRAIN BINS AND ON THE EAST SIDE OF THE NORTH-SOUTH ROAD.
 SW1373
 SW1373                          STATION RECOVERY (1965)
 SW1373
 SW1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1373'THE STATION MARK, AND THE TWO REFERENCE MARKS, WERE RECOVERED AS
 SW1373'DESCRIBED ON PAGE 176 OF VOLUME 2 IN 1960, EXCEPT THE FOUR BORE-SIGHT
 SW1373'TOWER POLES ARE GONE.  THE AZIMUTH MARK HAS BEEN RESET, IN 1963.  IT
 SW1373'IS IN THE SOUTHWEST CORNER OF THE 6 FOOT BY 9 FOOT CONCRETE SLAB
 SW1373'AT THE WEST DOOR OF A METAL SHED 36 YARDS EAST OF THE CONCRETE
 SW1373'GRAIN ELEVATOR ON THE WESTERN EDGE OF CRESTON.
 SW1373
 SW1373                          STATION RECOVERY (1982)
 SW1373
 SW1373'RECOVERY NOTE BY WA DEPT OF NAT RES 1982 (DS)
 SW1373'CRESTON 1934 RECOVERED GOOD.
 SW1373'
 SW1373'CRESTON USBR-NO. 1934 1950 RECOVERED GOOD RM 1 AND RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1340 ***********************************************************************
 SW1340  DESIGNATION -  CRESTON CHURCH BELFRY
 SW1340  PID         -  SW1340
 SW1340  STATE/COUNTY-  WA/LINCOLN
 SW1340  USGS QUAD   -  CRESTON (1989)
 SW1340
 SW1340                         *CURRENT SURVEY CONTROL
 SW1340  ___________________________________________________________________
 SW1340* NAD 83(1991)-  47 45 20.69103(N)    118 31 21.43231(W)     ADJUSTED  
 SW1340* NAVD 88     -                                                        
 SW1340  ___________________________________________________________________
 SW1340  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 SW1340  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 SW1340
 SW1340  HORZ ORDER  -  THIRD
 SW1340
 SW1340.The horizontal coordinates were established by classical geodetic methods
 SW1340.and adjusted by the National Geodetic Survey in December 1991..
 SW1340
 SW1340
 SW1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1340
 SW1340.The geoid height was determined by GEOID03.
 SW1340
 SW1340;                    North         East     Units Scale Factor Converg.
 SW1340;SPC WA N     -    86,626.080   673,217.578   MT  0.99996212   +1 43 13.3
 SW1340;SPC WA N     -   284,205.73  2,208,714.67   sFT  0.99996212   +1 43 13.3
 SW1340;UTM  11      - 5,290,275.761   385,885.568   MT  0.99976002   -1 07 38.3
 SW1340
 SW1340                          SUPERSEDED SURVEY CONTROL
 SW1340
 SW1340  NAD 83(1986)-  47 45 20.70237(N)    118 31 21.42634(W) AD(       ) 4
 SW1340  NAD 27      -  47 45 21.15000(N)    118 31 17.44000(W) AD(       ) 3
 SW1340
 SW1340.Superseded values are not recommended for survey control.
 SW1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1340.See file dsdata.txt to determine how the superseded data were derived.
 SW1340
 SW1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN8588690276(NAD 83)
 SW1340
 SW1340  HISTORY     - Date     Condition        Report By
 SW1340  HISTORY     - 1950     MONUMENTED       CGS
 SW1340  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1340
 SW1340                          STATION DESCRIPTION
 SW1340
 SW1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1340'SEE STATION CRESTON (USBR)
 SW1340
 SW1340                          STATION RECOVERY (1965)
 SW1340
 SW1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1340'THE ONLY MENTION OF THIS STATION ON THAT PAGE IS IN THE BOX SCORE
 SW1340'FOR CRESTON (USBR).
 SW1340'
 SW1340'THE ONLY CHURCH BELFRY FOUND IN CRESTON IS ON THE CHRISTIAN CHURCH IN
 SW1340'THE NORTHERN PART OF TOWN.  THE BUILDING IS ABOUT 20 FEET HIGH WITH
 SW1340'A 25-FOOT HIGH BELFRY WITH A PYRAMIDAL ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1344 ***********************************************************************
 SW1344  DESIGNATION -  CRESTON UNITED GRAIN GROW ELEV
 SW1344  PID         -  SW1344
 SW1344  STATE/COUNTY-  WA/LINCOLN
 SW1344  USGS QUAD   -  CRESTON (1989)
 SW1344
 SW1344                         *CURRENT SURVEY CONTROL
 SW1344  ___________________________________________________________________
 SW1344* NAD 83(1991)-  47 45 30.64125(N)    118 31 38.33175(W)     ADJUSTED  
 SW1344* NAVD 88     -                                                        
 SW1344  ___________________________________________________________________
 SW1344  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 SW1344  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 SW1344
 SW1344  HORZ ORDER  -  THIRD
 SW1344
 SW1344.The horizontal coordinates were established by classical geodetic methods
 SW1344.and adjusted by the National Geodetic Survey in December 1991..
 SW1344
 SW1344
 SW1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1344
 SW1344.The geoid height was determined by GEOID03.
 SW1344
 SW1344;                    North         East     Units Scale Factor Converg.
 SW1344;SPC WA N     -    86,922.687   672,856.579   MT  0.99996182   +1 43 00.8
 SW1344;SPC WA N     -   285,178.85  2,207,530.29   sFT  0.99996182   +1 43 00.8
 SW1344;UTM  11      - 5,290,589.873   385,539.820   MT  0.99976099   -1 07 51.0
 SW1344
 SW1344                          SUPERSEDED SURVEY CONTROL
 SW1344
 SW1344  NAD 83(1986)-  47 45 30.65250(N)    118 31 38.32581(W) AD(       ) 4
 SW1344  NAD 27      -  47 45 31.09900(N)    118 31 34.33700(W) AD(       ) 3
 SW1344
 SW1344.Superseded values are not recommended for survey control.
 SW1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1344.See file dsdata.txt to determine how the superseded data were derived.
 SW1344
 SW1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN8554090590(NAD 83)
 SW1344
 SW1344  HISTORY     - Date     Condition        Report By
 SW1344  HISTORY     - 1950     MONUMENTED       CGS
 SW1344  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1344
 SW1344                          STATION DESCRIPTION
 SW1344
 SW1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1344'THE CRESTON GRAIN ELEVATOR IS LOCATED AT THE WEST EDGE OF CRESTON
 SW1344'AND OWNED BY THE UNITED GRAIN GROWERS, ABOUT 130 FEET HIGH AND
 SW1344'CONSTRUCTED OF CONCRETE.  THE CENTER WAS THE POINT OF INTERSECTION.
 SW1344
 SW1344                          STATION RECOVERY (1965)
 SW1344
 SW1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1344'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2346 ***********************************************************************
 RC2346  DESIGNATION -  CRETEGNY
 RC2346  PID         -  RC2346
 RC2346  STATE/COUNTY-  WA/SKAMANIA
 RC2346  USGS QUAD   -  CARSON (1994)
 RC2346
 RC2346                         *CURRENT SURVEY CONTROL
 RC2346  ___________________________________________________________________
 RC2346* NAD 83(1991)-  45 43 06.05769(N)    121 48 54.84034(W)     ADJUSTED  
 RC2346* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 RC2346  ___________________________________________________________________
 RC2346  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 RC2346  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 RC2346
 RC2346  HORZ ORDER  -  THIRD
 RC2346
 RC2346.The horizontal coordinates were established by classical geodetic methods
 RC2346.and adjusted by the National Geodetic Survey in December 1991..
 RC2346
 RC2346.The orthometric height was scaled from a topographic map.
 RC2346
 RC2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2346
 RC2346.The geoid height was determined by GEOID03.
 RC2346
 RC2346;                    North         East     Units Scale Factor Converg.
 RC2346;SPC WA S     -    43,648.862   397,603.855   MT  1.00002805   -0 57 19.4
 RC2346;SPC WA S     -   143,204.64  1,304,471.98   sFT  1.00002805   -0 57 19.4
 RC2346;SPC OR N     -   228,824.077 2,397,612.588   MT  0.99994059   -0 55 57.9
 RC2346;SPC OR N     -   750,735.16  7,866,183.03   iFT  0.99994059   -0 55 57.9
 RC2346;UTM  10      - 5,063,437.476   592,203.419   MT  0.99970452   +0 50 53.7
 RC2346
 RC2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2346!SPC WA S     -   0.99998692  x   1.00002805  =   1.00001497
 RC2346!SPC OR N     -   0.99998692  x   0.99994059  =   0.99992751
 RC2346!UTM  10      -   0.99998692  x   0.99970452  =   0.99969145
 RC2346
 RC2346|---------------------------------------------------------------------|
 RC2346| PID    Reference Object                     Distance      Geod. Az  |
 RC2346|                                                           dddmmss.s |
 RC2346| RC2347 T3N R8E SECS 28 29 1/4 COR           24.218 METERS 00115     |
 RC2346| CF4258 CRETEGNY RM 1                        14.614 METERS 05400     |
 RC2346| RC2341 GORTON                              APPROX. 4.1 KM 1321324.7 |
 RC2346|---------------------------------------------------------------------|
 RC2346
 RC2346                          SUPERSEDED SURVEY CONTROL
 RC2346
 RC2346  NAD 83(1991)-  45 43 06.05769(N)    121 48 54.84034(W) AD(       ) 3
 RC2346  NAD 83(1986)-  45 43 06.06884(N)    121 48 54.84872(W) AD(       ) 3
 RC2346  NAD 27      -  45 43 06.64900(N)    121 48 50.58200(W) AD(       ) 3
 RC2346
 RC2346.Superseded values are not recommended for survey control.
 RC2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2346.See file dsdata.txt to determine how the superseded data were derived.
 RC2346
 RC2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9220363437(NAD 83)
 RC2346_MARKER: Z = SEE DESCRIPTION
 RC2346_SETTING: 0 = UNSPECIFIED SETTING
 RC2346
 RC2346  HISTORY     - Date     Condition        Report By
 RC2346  HISTORY     - 1939     MONUMENTED       CGS
 RC2346  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2346  HISTORY     - 1962     SEE DESCRIPTION  BPA
 RC2346
 RC2346                          STATION DESCRIPTION
 RC2346
 RC2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2346'STATION IS ABOUT 1/2 MILE S OF CARSON, WASHINGTON, ON PROPERTY
 RC2346'BELONGING TO MR. EMIL CRETEGNY, ABOUT 100 YARDS E OF MR. CRETEGNYS
 RC2346'HOUSE, 14-1/2 METERS SW OF UNPAINTED BUILDING, ON THE E EDGE OF
 RC2346'THE CULTIVATED FIELD.
 RC2346'
 RC2346'STATION MARK IS A STANDARD DISK IN 4-INCH CAST-IRON SOIL PIPE,
 RC2346'STAMPED T 3 N, R 8 E, 1/4 29/28, CRECTGNY.
 RC2346'
 RC2346'THIS IS NOT THE 1/4 SECTION CORNER AND THE MARK IS STAMPED
 RC2346'INCORRECTLY.  THE FIRST PART OF THE STAMPING WAS MARKED OVER BUT
 RC2346'IS STILL LEGIBLE.
 RC2346'
 RC2346'ONE STANDARD DISK REFERENCE MARK IN 4-INCH CAST-IRON SOIL PIPE
 RC2346'IS THE REFERENCE MARK AND IS AT THE SE CORNER OF THE UNPAINTED
 RC2346'BUILDING.
 RC2346'
 RC2346'THE U.S.E. MONUMENT 1/4 CORNER 29/28, T 3 N, R 8 E IS A
 RC2346'U.S.E. BRONZE DISK IN A CONCRETE MONUMENT.
 RC2346'
 RC2346'STATION CAN BE REACHED AS FOLLOWS--GO E ON WASHINGTON HIGHWAY 8,
 RC2346'0.5 MILE FROM THE ROAD TO CARSON, WASHINGTON, TO A NARROW ROAD
 RC2346'LEADING NW.  TAKE THIS ROAD AND GO 0.2 MILE TO MR. CRETEGNYS
 RC2346'FARM.  TURN IN FARM AND CONTINUE PAST THE BARN AND HOUSE TO
 RC2346'STATION.
 RC2346
 RC2346                          STATION RECOVERY (1959)
 RC2346
 RC2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2346'RECOVERED IN GOOD CONDITION, ABOUT 1/2 MILE SOUTH OF CARSON, ABOUT
 RC2346'600 FEET NORTH OF U.S. HIGHWAY 830, ABOUT 300 FEET EAST OF A FARM
 RC2346'HOUSE, 105 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 10.7
 RC2346'FEET NORTHWEST OF A 10 INCH FIR TREE WITH A TRIANGULAR BLAZE, IN
 RC2346'A NORTH-SOUTH FENCE LINE, AT THE EAST EDGE OF A CULTIVATED FIELD.
 RC2346'
 RC2346'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 830 AND WASHINGTON
 RC2346'STATE HIGHWAY 8C, GO EAST ON U.S. HIGHWAY 830 FOR 0.5 MILE, TURN
 RC2346'SHARP LEFT ON DIRT ROAD, GO 0.2 MILE TO A ROAD FORK, TAKE RIGHT
 RC2346'FORK, GO 0.2 MILE ON DIRT ROAD, PASSING TO THE LEFT OF A FARM
 RC2346'HOUSE, FOLLOWING A DIM DIRT ROAD ALONG AN EAST-WEST FENCE LINE TO
 RC2346'A GATE IN A NORTH-SOUTH FENCE LINE AND STATION ON THE RIGHT
 RC2346'(SOUTH) 105 FEET DISTANT IN THE FENCE LINE.
 RC2346'
 RC2346'THE STATION IS A STANDARD DISK STAMPED T3N R8E 1/4 29 28
 RC2346'CRECTGNY 1939 SET IN THE TOP OF A 4-INCH IRON PIPE, PROJECTING 1
 RC2346'INCH ABOVE THE SURFACE OF THE GROUND.
 RC2346'
 RC2346'A CORPS OF ENGINEERS DISK STAMPED 1/4 COR 29 28 T3N R8E SET IN
 RC2346'THE TOP OF AN 8 INCH SQUARE, CONCRETE MONUMENT, PROJECTING 2
 RC2346'INCHES, IT IS NORTH OF THE STATION, IN THE SAME FENCE LINE,
 RC2346'UNDER A LONE OAK TREE.  THIS MARK SERVES AS A REFERENCE MARK.
 RC2346'
 RC2346'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CRECTGNY NO
 RC2346'1 1939 SET IN THE TOP OF A 4-INCH, IRON PIPE, PROJECTING 4 INCHES
 RC2346'ABOVE THE SURFACE OF THE GROUND, IT IS NORTHEAST OF THE STATION.
 RC2346
 RC2346                          STATION RECOVERY (1962)
 RC2346
 RC2346'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1962
 RC2346'THE STATION RECOVERED AS DESCRIBED EXCEPT THE UNPAINTED BUILDING
 RC2346'14-1/2 METERS FROM THE STATION DOES NOT EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1784 ***********************************************************************
 SY1784  DESIGNATION -  CREW
 SY1784  PID         -  SY1784
 SY1784  STATE/COUNTY-  WA/THURSTON
 SY1784  USGS QUAD   -  SUMMIT LAKE (1981)
 SY1784
 SY1784                         *CURRENT SURVEY CONTROL
 SY1784  ___________________________________________________________________
 SY1784* NAD 83(1991)-  47 07 26.58868(N)    123 00 32.37617(W)     ADJUSTED  
 SY1784* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY1784  ___________________________________________________________________
 SY1784  LAPLACE CORR-          -8.37  (seconds)                    DEFLEC99
 SY1784  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SY1784
 SY1784  HORZ ORDER  -  THIRD
 SY1784
 SY1784.The horizontal coordinates were established by classical geodetic methods
 SY1784.and adjusted by the National Geodetic Survey in December 1991..
 SY1784
 SY1784.The orthometric height was scaled from a topographic map.
 SY1784
 SY1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1784
 SY1784.The geoid height was determined by GEOID03.
 SY1784
 SY1784;                    North         East     Units Scale Factor Converg.
 SY1784;SPC WA S     -   202,071.183   309,658.063   MT  0.99995885   -1 49 21.1
 SY1784;SPC WA S     -   662,961.87  1,015,936.50   sFT  0.99995885   -1 49 21.1
 SY1784;UTM  10      - 5,218,949.794   499,317.857   MT  0.99960001   -0 00 23.7
 SY1784
 SY1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1784!SPC WA S     -   1.00000290  x   0.99995885  =   0.99996175
 SY1784!UTM  10      -   1.00000290  x   0.99960001  =   0.99960291
 SY1784
 SY1784|---------------------------------------------------------------------|
 SY1784| PID    Reference Object                     Distance      Geod. Az  |
 SY1784|                                                           dddmmss.s |
 SY1784| DD9572 CREW RM 1                            10.448 METERS 12248     |
 SY1784| SY1799 STEELE                              APPROX. 0.6 KM 2062441.4 |
 SY1784| DD9573 CREW RM 2                            14.986 METERS 21939     |
 SY1784|---------------------------------------------------------------------|
 SY1784
 SY1784                          SUPERSEDED SURVEY CONTROL
 SY1784
 SY1784  NAD 83(1986)-  47 07 26.58643(N)    123 00 32.38599(W) AD(       ) 3
 SY1784  NAD 27      -  47 07 27.23500(N)    123 00 27.87900(W) AD(       ) 3
 SY1784
 SY1784.Superseded values are not recommended for survey control.
 SY1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1784.See file dsdata.txt to determine how the superseded data were derived.
 SY1784
 SY1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9931818950(NAD 83)
 SY1784_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1784
 SY1784  HISTORY     - Date     Condition        Report By
 SY1784  HISTORY     - 1936     MONUMENTED       CGS
 SY1784
 SY1784                          STATION DESCRIPTION
 SY1784
 SY1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1784'THE STATION IS LOCATED ON THE SE SIDE OF TOTTEN INLET, ABOUT
 SY1784'1-3/4 MILES S OF THE ENTRANCE TO SKOOKUM INLET.  IT IS ON A GRAVEL
 SY1784'BEACH JUST NE OF A FEW SCATTERED BOULDERS.  THE FORM FOR THE
 SY1784'SURFACE MARK SHIFTED WHILE IT WAS BEING FILLED AND THE DISK HAD
 SY1784'TO BE PLACED NEAR ONE EDGE IN ORDER TO BE DIRECTLY OVER THE
 SY1784'SUB-SURFACE MARK.
 SY1784'
 SY1784'SURFACE AND UNDERGROUND MARKS, AND REFERENCE MARK NO.1 ARE
 SY1784'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY1784'7A, AND 11A.
 SY1784'
 SY1784'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN A DRILL
 SY1784'HOLE IN A BOULDER, AS DESCRIBED IN NOTE 12C.
 SY1784'
 SY1784'REFERENCE MARK NO.1 IS SET INSHORE AT THE FOOT OF THE BLUFF.
 SY1784'
 SY1784'REFERENCE MARK NO.2 IS TO THE W FROM THE STATION.  IT IS THE
 SY1784'LARGEST BOULDER IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2158 ***********************************************************************
 RD2158  DESIGNATION -  CRIB
 RD2158  PID         -  RD2158
 RD2158  STATE/COUNTY-  WA/SKAMANIA
 RD2158  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2158
 RD2158                         *CURRENT SURVEY CONTROL
 RD2158  ___________________________________________________________________
 RD2158* NAD 83(1991)-  45 36 30.58680(N)    122 03 07.79153(W)     ADJUSTED  
 RD2158* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD2158  ___________________________________________________________________
 RD2158  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 RD2158  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 RD2158
 RD2158  HORZ ORDER  -  THIRD
 RD2158
 RD2158.The horizontal coordinates were established by classical geodetic methods
 RD2158.and adjusted by the National Geodetic Survey in December 1991..
 RD2158
 RD2158.The orthometric height was scaled from a topographic map.
 RD2158
 RD2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2158
 RD2158.The geoid height was determined by GEOID03.
 RD2158
 RD2158;                    North         East     Units Scale Factor Converg.
 RD2158;SPC WA S     -    31,776.394   378,919.785   MT  1.00005853   -1 07 38.9
 RD2158;SPC WA S     -   104,253.05  1,243,172.66   sFT  1.00005853   -1 07 38.9
 RD2158;SPC OR N     -   216,944.883 2,378,935.706   MT  0.99992402   -1 06 02.8
 RD2158;SPC OR N     -   711,761.43  7,804,907.17   iFT  0.99992402   -1 06 02.8
 RD2158;UTM  10      - 5,050,987.110   573,908.947   MT  0.99966716   +0 40 38.4
 RD2158
 RD2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2158!SPC WA S     -   1.00000281  x   1.00005853  =   1.00006134
 RD2158!SPC OR N     -   1.00000281  x   0.99992402  =   0.99992683
 RD2158!UTM  10      -   1.00000281  x   0.99966716  =   0.99966997
 RD2158
 RD2158:                Primary Azimuth Mark                     Grid Az
 RD2158:SPC WA S     -  OLD                                      061 42 51.1
 RD2158:SPC OR N     -  OLD                                      061 41 15.0
 RD2158:UTM  10      -  OLD                                      059 54 33.8
 RD2158
 RD2158|---------------------------------------------------------------------|
 RD2158| PID    Reference Object                     Distance      Geod. Az  |
 RD2158|                                                           dddmmss.s |
 RD2158| RD2181 OLD                                 402.823 METERS 0603512.2 |
 RD2158|---------------------------------------------------------------------|
 RD2158
 RD2158                          SUPERSEDED SURVEY CONTROL
 RD2158
 RD2158  NAD 83(1991)-  45 36 30.58680(N)    122 03 07.79152(W) AD(       ) 3
 RD2158  NAD 83(1986)-  45 36 30.59597(N)    122 03 07.79901(W) AD(       ) 3
 RD2158  NAD 27      -  45 36 31.17000(N)    122 03 03.50400(W) AD(       ) 3
 RD2158
 RD2158.Superseded values are not recommended for survey control.
 RD2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2158.See file dsdata.txt to determine how the superseded data were derived.
 RD2158
 RD2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7390950987(NAD 83)
 RD2158
 RD2158  HISTORY     - Date     Condition        Report By
 RD2158  HISTORY     - 1935     MONUMENTED       USE
 RD2158  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RD2158  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RD2158
 RD2158                          STATION DESCRIPTION
 RD2158
 RD2158'DESCRIBED BY US ENGINEERS 1935
 RD2158'ON N BANK OF COLUMBIA RIVER, ABOUT 0.5 MILE DOWNSTREAM FROM
 RD2158'DODSON, WHICH IS ON OREGON SHORE, ABOUT 250 FEET UPSTREAM FROM
 RD2158'TIMBER JETTY.
 RD2158'
 RD2158'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN CONCRETE
 RD2158'POST WITH USED CRIB 1935 MARKED IN CONCRETE.  A 24-INCH ASH TREE
 RD2158'WITH BLAZED TRIANGLE MARKED WITH NAILS, IS DISTANT 11.4 FEET IN
 RD2158'AZIMUTH N 24 DEG W, MAGNETIC.
 RD2158
 RD2158                          STATION RECOVERY (1947)
 RD2158
 RD2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RD2158'A 1-HOUR SEARCH WAS MADE IN THE VICINITY OF THE STATION.  IT IS
 RD2158'BELIEVED THE MARK WAS WASHED OUT BY WATER AND WIND EROSION.
 RD2158
 RD2158                          STATION RECOVERY (1948)
 RD2158
 RD2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RD2158'STATION WAS RECOVERED IN FAIR CONDITION AS DESCRIBED BY THE
 RD2158'U.S.E. IN 1935.  THE DESCRIPTION IS ADEQUATE.
 RD2158'
 RD2158'FLOODWATERS HAVE COVERED THE MONUMENT AND CAUSED CONSIDERABLE
 RD2158'EROSION AROUND ITS BASE.  IT MAY BE DESTROYED BY FUTURE FLOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3450 ***********************************************************************
 SY3450  DESIGNATION -  CRIB
 SY3450  PID         -  SY3450
 SY3450  STATE/COUNTY-  WA/MASON
 SY3450  USGS QUAD   -  MASON LAKE (1994)
 SY3450
 SY3450                         *CURRENT SURVEY CONTROL
 SY3450  ___________________________________________________________________
 SY3450* NAD 83(1991)-  47 17 14.52900(N)    122 52 58.48670(W)     ADJUSTED  
 SY3450* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SY3450  ___________________________________________________________________
 SY3450  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 SY3450  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 SY3450
 SY3450  HORZ ORDER  -  THIRD
 SY3450
 SY3450.The horizontal coordinates were established by classical geodetic methods
 SY3450.and adjusted by the National Geodetic Survey in December 1991..
 SY3450
 SY3450.The orthometric height was scaled from a topographic map.
 SY3450
 SY3450.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3450
 SY3450.The geoid height was determined by GEOID03.
 SY3450
 SY3450;                    North         East     Units Scale Factor Converg.
 SY3450;SPC WA S     -   219,922.527   319,768.450   MT  0.99998981   -1 43 51.4
 SY3450;SPC WA S     -   721,529.16  1,049,106.99   sFT  0.99998981   -1 43 51.4
 SY3450;SPC WA N     -    34,015.266   344,966.072   MT  1.00004644   -1 31 33.4
 SY3450;SPC WA N     -   111,598.42  1,131,776.19   sFT  1.00004644   -1 31 33.4
 SY3450;UTM  10      - 5,237,105.855   508,853.768   MT  0.99960096   +0 05 09.7
 SY3450
 SY3450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3450!SPC WA S     -   1.00000144  x   0.99998981  =   0.99999125
 SY3450!SPC WA N     -   1.00000144  x   1.00004644  =   1.00004788
 SY3450!UTM  10      -   1.00000144  x   0.99960096  =   0.99960240
 SY3450
 SY3450|---------------------------------------------------------------------|
 SY3450| PID    Reference Object                     Distance      Geod. Az  |
 SY3450|                                                           dddmmss.s |
 SY3450| CE3490 CRIB RM 2                            12.953 METERS 06214     |
 SY3450| CE3489 CRIB RM 1                            16.638 METERS 24737     |
 SY3450| SY3447 SUB                                 APPROX. 2.0 KM 2783522.1 |
 SY3450|---------------------------------------------------------------------|
 SY3450
 SY3450                          SUPERSEDED SURVEY CONTROL
 SY3450
 SY3450  NAD 83(1986)-  47 17 14.52618(N)    122 52 58.49493(W) AD(       ) 3
 SY3450  NAD 27      -  47 17 15.18300(N)    122 52 53.99200(W) AD(       ) 3
 SY3450
 SY3450.Superseded values are not recommended for survey control.
 SY3450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3450.See file dsdata.txt to determine how the superseded data were derived.
 SY3450
 SY3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0885437106(NAD 83)
 SY3450_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3450
 SY3450  HISTORY     - Date     Condition        Report By
 SY3450  HISTORY     - 1936     MONUMENTED       CGS
 SY3450  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3450
 SY3450                          STATION DESCRIPTION
 SY3450
 SY3450'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3450'ON THE ROUNDING POINT AT THE E SIDE OF THE ENTRANCE TO GERALD COVE,
 SY3450'1.6 MILES (NAUTICAL) FROM THE N TIP OF HARSTINE ISLAND.  STATION
 SY3450'SEES UP THE COAST TO THE NE AND INTO THE W SIDE OF GERALD
 SY3450'COVE.  STATION IS AT THE HIGH-WATER LINE, 3 METERS FROM THE BRUSH
 SY3450'LINE.  BELOW THE HIGH-WATER LINE TO THE NE ARE 2 OLD PILES, THE
 SY3450'REMAINS OF A DOCK.
 SY3450'
 SY3450'STATION AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET IN
 SY3450'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3450'
 SY3450'REFERENCE MARK NO.2 IS TO E OF THE STATION.
 SY3450'
 SY3450'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK, IN A BOULDER, AS
 SY3450'DESCRIBED IN NOTE 12C, AND IS TO W OF THE STATION.
 SY3450
 SY3450                          STATION RECOVERY (1967)
 SY3450
 SY3450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3450'REFERENCE MARK NO. 1 WAS THE ONLY MARK FOUND.  IT APPEARS TO BE
 SY3450'IN ITS ORIGINAL POSITION, BUT DIGGING AT THE DISTANCE GIVEN FAILED
 SY3450'TO FIND THE STATION MARK.  HOWEVER, IF THIS MARK HAS MOVED, IT IS
 SY3450'POSSIBLE THE OTHER TWO MARKS ARE STILL IN PLACE AND COVERED WITH
 SY3450'SAND AND GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1459 ***********************************************************************
 TR1459  DESIGNATION -  CRIB
 TR1459  PID         -  TR1459
 TR1459  STATE/COUNTY-  WA/ISLAND
 TR1459  USGS QUAD   -  CAMANO (1978)
 TR1459
 TR1459                         *CURRENT SURVEY CONTROL
 TR1459  ___________________________________________________________________
 TR1459* NAD 83(1991)-  48 11 07.77228(N)    122 35 15.65162(W)     ADJUSTED  
 TR1459* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1459  ___________________________________________________________________
 TR1459  LAPLACE CORR-          -8.20  (seconds)                    DEFLEC99
 TR1459  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 TR1459
 TR1459  HORZ ORDER  -  THIRD
 TR1459
 TR1459.The horizontal coordinates were established by classical geodetic methods
 TR1459.and adjusted by the National Geodetic Survey in December 1991..
 TR1459
 TR1459.The orthometric height was scaled from a topographic map.
 TR1459
 TR1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1459
 TR1459.The geoid height was determined by GEOID03.
 TR1459
 TR1459;                    North         East     Units Scale Factor Converg.
 TR1459;SPC WA N     -   133,292.824   369,569.925   MT  0.99994295   -1 18 22.1
 TR1459;SPC WA N     -   437,311.54  1,212,497.33   sFT  0.99994295   -1 18 22.1
 TR1459;UTM  10      - 5,336,999.444   530,646.695   MT  0.99961154   +0 18 26.3
 TR1459
 TR1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1459!SPC WA N     -   1.00000291  x   0.99994295  =   0.99994586
 TR1459!UTM  10      -   1.00000291  x   0.99961154  =   0.99961445
 TR1459
 TR1459:                Primary Azimuth Mark                     Grid Az
 TR1459:SPC WA N     -  MASON USE 1920                           133 19 18.7
 TR1459:UTM  10      -  MASON USE 1920                           131 42 30.3
 TR1459
 TR1459|---------------------------------------------------------------------|
 TR1459| PID    Reference Object                     Distance      Geod. Az  |
 TR1459|                                                           dddmmss.s |
 TR1459| TR1453 MASON USE 1920                      APPROX. 7.2 KM 1320056.6 |
 TR1459| TR1458 RACE                                 21.300 METERS 24601     |
 TR1459| CF9047 CRIB STAKE FOOT OF BLUFF             44.278 METERS 24601     |
 TR1459| TR1378 GREEN BARN VENTILATOR               APPROX.10.3 KM 3395106.7 |
 TR1459|---------------------------------------------------------------------|
 TR1459
 TR1459                          SUPERSEDED SURVEY CONTROL
 TR1459
 TR1459  NAD 83(1986)-  48 11 07.77406(N)    122 35 15.65538(W) AD(       ) 3
 TR1459  NAD 27      -  48 11 08.43300(N)    122 35 11.06600(W) AD(       ) 3
 TR1459
 TR1459.Superseded values are not recommended for survey control.
 TR1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1459.See file dsdata.txt to determine how the superseded data were derived.
 TR1459
 TR1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3064736999(NAD 83)
 TR1459
 TR1459  HISTORY     - Date     Condition        Report By
 TR1459  HISTORY     - UNK      MONUMENTED       USE
 TR1459  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1459
 TR1459                          STATION DESCRIPTION
 TR1459
 TR1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1459'NO DESCRIPTION OF THIS STATION IS AVAILABLE.  A SEARCH WAS MADE
 TR1459'USING THE PLOTTED POSITION BUT NO TRACE OF A MARK WAS FOUND.  THE
 TR1459'STATION HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1816 ***********************************************************************
 TR1816  DESIGNATION -  CRIB 2
 TR1816  PID         -  TR1816
 TR1816  STATE/COUNTY-  WA/WHATCOM
 TR1816  USGS QUAD   -  FERNDALE (1994)
 TR1816
 TR1816                         *CURRENT SURVEY CONTROL
 TR1816  ___________________________________________________________________
 TR1816* NAD 83(1991)-  48 46 03.78635(N)    122 31 36.96131(W)     ADJUSTED  
 TR1816* NAVD 88     -                                                        
 TR1816  ___________________________________________________________________
 TR1816  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 TR1816  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 TR1816
 TR1816  HORZ ORDER  -  THIRD
 TR1816
 TR1816.The horizontal coordinates were established by classical geodetic methods
 TR1816.and adjusted by the National Geodetic Survey in December 1991..
 TR1816
 TR1816
 TR1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1816
 TR1816.The geoid height was determined by GEOID03.
 TR1816
 TR1816;                    North         East     Units Scale Factor Converg.
 TR1816;SPC WA N     -   197,917.084   375,510.205   MT  1.00000665   -1 15 39.3
 TR1816;SPC WA N     -   649,332.97  1,231,986.40   sFT  1.00000665   -1 15 39.3
 TR1816;UTM  10      - 5,401,742.588   534,761.828   MT  0.99961485   +0 21 20.8
 TR1816
 TR1816                          SUPERSEDED SURVEY CONTROL
 TR1816
 TR1816  NAD 83(1986)-  48 46 03.78870(N)    122 31 36.96252(W) AD(       ) 4
 TR1816  NAD 27      -  48 46 04.40100(N)    122 31 32.35200(W) AD(       ) 3
 TR1816
 TR1816.Superseded values are not recommended for survey control.
 TR1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1816.See file dsdata.txt to determine how the superseded data were derived.
 TR1816
 TR1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV3476201743(NAD 83)
 TR1816
 TR1816  HISTORY     - Date     Condition        Report By
 TR1816  HISTORY     - 1914     FIRST OBSERVED   CGS
 TR1816  HISTORY     - 1927     MARK NOT FOUND   CGS
 TR1816  HISTORY     - 1949     MARK NOT FOUND   CGS
 TR1816
 TR1816                          STATION DESCRIPTION
 TR1816
 TR1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1816'STATION IS LOST DUE TO NEW CONSTRUCTION.
 TR1816
 TR1816                          STATION RECOVERY (1949)
 TR1816
 TR1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 TR1816'THIS STATION WAS REPORTED LOST IN 1927.  IT WAS NOT RECOVERED BY
 TR1816'THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1126 ***********************************************************************
 SX1126  DESIGNATION -  CRIBB
 SX1126  PID         -  SX1126
 SX1126  STATE/COUNTY-  WA/KITTITAS
 SX1126  USGS QUAD   -  WHISKEY DICK MTN (1975)
 SX1126
 SX1126                         *CURRENT SURVEY CONTROL
 SX1126  ___________________________________________________________________
 SX1126* NAD 83(1991)-  47 00 12.20968(N)    120 11 22.16280(W)     ADJUSTED  
 SX1126* NAVD 88     -      1086.8    (meters)    3566.     (feet)  VERTCON   
 SX1126  ___________________________________________________________________
 SX1126  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 SX1126  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 SX1126
 SX1126  HORZ ORDER  -  FIRST
 SX1126
 SX1126.The horizontal coordinates were established by classical geodetic methods
 SX1126.and adjusted by the National Geodetic Survey in December 1991..
 SX1126
 SX1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1126
 SX1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1126
 SX1126.The geoid height was determined by GEOID03.
 SX1126
 SX1126;                    North         East     Units Scale Factor Converg.
 SX1126;SPC WA S     -   185,676.671   523,613.230   MT  0.99994123   +0 13 32.0
 SX1126;SPC WA S     -   609,174.21  1,717,887.74   sFT  0.99994123   +0 13 32.0
 SX1126;UTM  10      - 5,209,375.060   713,651.251   MT  1.00016106   +2 03 22.9
 SX1126
 SX1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1126!SPC WA S     -   0.99983285  x   0.99994123  =   0.99977409
 SX1126!UTM  10      -   0.99983285  x   1.00016106  =   0.99999388
 SX1126
 SX1126|---------------------------------------------------------------------|
 SX1126| PID    Reference Object                     Distance      Geod. Az  |
 SX1126|                                                           dddmmss.s |
 SX1126| CF1298 CRIBB RM 1                            6.846 METERS 02809     |
 SX1126| CF1299 CRIBB RM 2                            5.627 METERS 12428     |
 SX1126| CF1297 CRIBB AZ MK                                        2023021.6 |
 SX1126| SX1127 CRIBB ROCK CRIBB                      3.348 METERS 27158     |
 SX1126|---------------------------------------------------------------------|
 SX1126
 SX1126                          SUPERSEDED SURVEY CONTROL
 SX1126
 SX1126  NAD 83(1986)-  47 00 12.21624(N)    120 11 22.14893(W) AD(       ) 1
 SX1126  NAD 27      -  47 00 12.75700(N)    120 11 17.93600(W) AD(       ) 1
 SX1126  NGVD 29 (07/19/86) 1085.6    (m)         3562.     (f) VERT ANG       
 SX1126
 SX1126.Superseded values are not recommended for survey control.
 SX1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1126.See file dsdata.txt to determine how the superseded data were derived.
 SX1126
 SX1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1365109375(NAD 83)
 SX1126_MARKER: DS = TRIANGULATION STATION DISK
 SX1126_SETTING: 0 = UNSPECIFIED SETTING
 SX1126
 SX1126  HISTORY     - Date     Condition        Report By
 SX1126  HISTORY     - 1948     MONUMENTED       CGS
 SX1126  HISTORY     - 1957     GOOD             DMA
 SX1126
 SX1126                          STATION DESCRIPTION
 SX1126
 SX1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SX1126'THE STATION IS LOCATED NEAR THE EAST END OF WHISKEY DICK MOUNTAIN,
 SX1126'ABOUT 10 MILES AIRLINE NORTHWEST OF VANTAGE, ABOUT 22 MILES
 SX1126'AIRLINE SOUTHWEST OF QUINCY AND ABOUT 1.7 MILES AIRLINE NORTH
 SX1126'NORTHEAST OF WHERE U.S. HIGHWAY 10 CROSSES OVER THE SUMMIT OF THE
 SX1126'RANGE BETWEEN VANTAGE AND ELLENSBURG.
 SX1126'
 SX1126'THE STATION IS 11 FEET EAST OF A LARGE ROCK CRIBB THAT IS 3
 SX1126'FEET BY 3 FEET AT THE BASE AND IS 8 FEET HIGH.  IT IS A STANDARD
 SX1126'STATION DISK WELDED TO THE TOP OF AN IRON PIPE THAT IS SET IN
 SX1126'CONCRETE.  THE DISK IS STAMPED CRIBB 1948 AND PROJECTS 4 INCHES
 SX1126'ABOVE THE GROUND.
 SX1126'
 SX1126'REFERENCE MARK NUMBER ONE IS A STANDARD REFERENCE DISK WELDED TO
 SX1126'THE TOP OF AN IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS 3
 SX1126'INCHES ABOVE THE GROUND.  THE DISK IS STAMPED CRIBB NO 1 1948.
 SX1126'
 SX1126'REFERENCE MARK NUMBER TWO IS A STANDARD REFERENCE DISK WELDED TO
 SX1126'THE TOP OF AN IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS 6
 SX1126'INCHES ABOVE THE GROUND.  THE DISK IS STAMPED CRIBB NO 2 1948.
 SX1126'
 SX1126'THE AZIMUTH MARK IS 50 FEET NORTH OF THE CENTERLINE OF
 SX1126'U.S. HIGHWAY 10, 4 FEET EAST OF A WHITE WITNESS POST AND 2 FEET
 SX1126'SOUTH OF A WIRE FENCE.  IT IS A STANDARD USGS BM THAT IS SET IN
 SX1126'THE TOP OF A CONCRETE POST THAT PROJECTS 7 INCHES ABOVE THE
 SX1126'GROUND.  THE DISK IS STAMPED 2628(FEET) 19 E 1938.  TO REACH THE
 SX1126'MARK FROM THE WEST END OF THE RIVER BRIDGE IN VANTAGE GO WEST ON
 SX1126'U.S. HIGHWAY 10 FOR 11.7 MILES TO THE SUMMIT OF THE GRADE AND
 SX1126'THE MARK ON THE RIGHT AS DESCRIBED.
 SX1126'
 SX1126'TO REACH THE STATION FROM THE WEST END OF THE RIVER BRIDGE IN
 SX1126'VANTAGE GO WEST ON U.S. HIGHWAY 10 FOR 11.7 MILES TO THE SUMMIT
 SX1126'OF THE GRADE AND A TRACK ROAD THAT PASSES THROUGH A GATE ON THE
 SX1126'RIGHT.  TURN RIGHT, NORTH, AND PASS THROUGH THE GATE AND FOLLOW
 SX1126'THE TRACK ROAD FOR 1.0 MILE TO A FORK.  TAKE THE LEFT FORK FOR
 SX1126'2.3 MILES TO THE SUMMIT OF WHISKEY DICK MOUNTAIN AND A TRACK
 SX1126'ROAD RIGHT.  TURN RIGHT, SOUTHEAST, AND FOLLOW THE TRACK ROAD
 SX1126'FOR 1.1 MILES TO THE STATION NEAR THE LARGE ROCK CRIBB AS
 SX1126'DESCRIBED.
 SX1126
 SX1126                          STATION RECOVERY (1957)
 SX1126
 SX1126'RECOVERY NOTE BY DEFENSE MAP AGENCY 1957
 SX1126'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 SX1126'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1127 ***********************************************************************
 SX1127  DESIGNATION -  CRIBB ROCK CRIBB
 SX1127  PID         -  SX1127
 SX1127  STATE/COUNTY-  WA/KITTITAS
 SX1127  USGS QUAD   -  WHISKEY DICK MTN (1975)
 SX1127
 SX1127                         *CURRENT SURVEY CONTROL
 SX1127  ___________________________________________________________________
 SX1127* NAD 83(1991)-  47 00 12.21339(N)    120 11 22.32117(W)     ADJUSTED  
 SX1127* NAVD 88     -                                                        
 SX1127  ___________________________________________________________________
 SX1127  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 SX1127  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 SX1127
 SX1127  HORZ ORDER  -  THIRD
 SX1127
 SX1127.The horizontal coordinates were established by classical geodetic methods
 SX1127.and adjusted by the National Geodetic Survey in December 1991..
 SX1127
 SX1127
 SX1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1127
 SX1127.The geoid height was determined by GEOID03.
 SX1127
 SX1127;                    North         East     Units Scale Factor Converg.
 SX1127;SPC WA S     -   185,676.772   523,609.884   MT  0.99994123   +0 13 31.9
 SX1127;SPC WA S     -   609,174.54  1,717,876.76   sFT  0.99994123   +0 13 31.9
 SX1127;UTM  10      - 5,209,375.054   713,647.903   MT  1.00016104   +2 03 22.8
 SX1127
 SX1127                          SUPERSEDED SURVEY CONTROL
 SX1127
 SX1127  NAD 83(1986)-  47 00 12.22050(N)    120 11 22.30736(W) AD(       ) 4
 SX1127  NAD 27      -  47 00 12.76000(N)    120 11 18.09400(W) AD(       ) 3
 SX1127
 SX1127.Superseded values are not recommended for survey control.
 SX1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1127.See file dsdata.txt to determine how the superseded data were derived.
 SX1127
 SX1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1364809375(NAD 83)
 SX1127
 SX1127  HISTORY     - Date     Condition        Report By
 SX1127  HISTORY     - 1948     FIRST OBSERVED   CGS
 SX1127
 SX1127                          STATION DESCRIPTION
 SX1127
 SX1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SX1127'STATION CRIBB IS LOCATED NEAR THE EAST END OF WHISKEY DICK MOUNTAIN,
 SX1127'ABOUT 10 MILES AIRLINE NORTHWEST OF VANTAGE, ABOUT 22 MILES
 SX1127'AIRLINE SOUTHWEST OF QUINCY AND ABOUT 1.7 MILES AIRLINE NORTH
 SX1127'NORTHEAST OF WHERE U.S. HIGHWAY 10 CROSSES OVER THE SUMMIT OF THE
 SX1127'RANGE BETWEEN VANTAGE AND ELLENSBURG.
 SX1127'
 SX1127'THE STATION IS 11 FEET EAST OF A LARGE ROCK CRIBB THAT IS 3
 SX1127'FEET BY 3 FEET AT THE BASE AND IS 8 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0269 ***********************************************************************
 SB0269  DESIGNATION -  CRIBIT
 SB0269  PID         -  SB0269
 SB0269  STATE/COUNTY-  WA/KITTITAS
 SB0269  USGS QUAD   -  EAST KITTITAS (1953)
 SB0269
 SB0269                         *CURRENT SURVEY CONTROL
 SB0269  ___________________________________________________________________
 SB0269* NAD 83(1991)-  46 58 49.83311(N)    120 15 55.33483(W)     ADJUSTED  
 SB0269* NAVD 88     -       730.986  (meters)    2398.24   (feet)  ADJUSTED  
 SB0269  ___________________________________________________________________
 SB0269  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 SB0269  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 SB0269  DYNAMIC HT  -         730.971 (meters)    2398.19  (feet)  COMP
 SB0269  MODELED GRAV-     980,569.6   (mgal)                       NAVD 88
 SB0269
 SB0269  HORZ ORDER  -  SECOND
 SB0269  VERT ORDER  -  SECOND    CLASS 0
 SB0269
 SB0269.The horizontal coordinates were established by classical geodetic methods
 SB0269.and adjusted by the National Geodetic Survey in December 1991..
 SB0269
 SB0269.The orthometric height was determined by differential leveling
 SB0269.and adjusted by the National Geodetic Survey in June 1991..
 SB0269
 SB0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0269
 SB0269.The geoid height was determined by GEOID03.
 SB0269
 SB0269.The dynamic height is computed by dividing the NAVD 88
 SB0269.geopotential number by the normal gravity value computed on the
 SB0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0269.degrees latitude (g = 980.6199 gals.).
 SB0269
 SB0269.The modeled gravity was interpolated from observed gravity values.
 SB0269
 SB0269;                    North         East     Units Scale Factor Converg.
 SB0269;SPC WA S     -   183,113.044   517,850.321   MT  0.99993839   +0 10 13.6
 SB0269;SPC WA S     -   600,763.38  1,698,980.59   sFT  0.99993839   +0 10 13.6
 SB0269;UTM  10      - 5,206,628.119   707,971.986   MT  1.00013162   +2 00 00.2
 SB0269
 SB0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0269!SPC WA S     -   0.99988861  x   0.99993839  =   0.99982700
 SB0269!UTM  10      -   0.99988861  x   1.00013162  =   1.00002021
 SB0269
 SB0269|---------------------------------------------------------------------|
 SB0269| PID    Reference Object                     Distance      Geod. Az  |
 SB0269|                                                           dddmmss.s |
 SB0269| SB0270 CRIBIT AZIMUTH RM 2                   8.757 METERS 00423     |
 SB0269| SB0268 CRIBIT AZIMUTH RM 1                   8.580 METERS 08907     |
 SB0269| SB1059 KITTITAS MICROWAVE KOI 59 TWR       APPROX. 3.9 KM 1082743.1 |
 SB0269|---------------------------------------------------------------------|
 SB0269
 SB0269                          SUPERSEDED SURVEY CONTROL
 SB0269
 SB0269  NAD 83(1986)-  46 58 49.83704(N)    120 15 55.31953(W) AD(       ) 2
 SB0269  NAD 27      -  46 58 50.37680(N)    120 15 51.10110(W) AD(       ) 2
 SB0269  NGVD 29 (??/??/92)  729.841  (m)         2394.49   (f) ADJ UNCH    2 0
 SB0269
 SB0269.Superseded values are not recommended for survey control.
 SB0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0269.See file dsdata.txt to determine how the superseded data were derived.
 SB0269
 SB0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0797206628(NAD 83)
 SB0269_MARKER: DS = TRIANGULATION STATION DISK
 SB0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0269_STAMPING: CRIBIT 1957
 SB0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0269+STABILITY: SURFACE MOTION
 SB0269
 SB0269  HISTORY     - Date     Condition        Report By
 SB0269  HISTORY     - 1957     MONUMENTED       CGS
 SB0269  HISTORY     - 1957     GOOD             CGS
 SB0269  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 SB0269
 SB0269                          STATION DESCRIPTION
 SB0269
 SB0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SB0269'THE STATION IS ABOUT 14 MILES EAST OF ELLENSBURG, ON A BRUSH-COVERED
 SB0269'HILL AT THE TOP OF A WINDING GRADE, AND ABOUT 200 FEET SOUTH OF
 SB0269'U.S. HIGHWAY 10.
 SB0269'
 SB0269'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN ELLENSBURG BY
 SB0269'GOING EAST ON U.S. 10 FOR 14.1 MILES TO THE TOP OF THE GRADE AND A
 SB0269'CABLE GUARD FENCE ON THE RIGHT, AT THE EAST END OF A DEEP HIGHWAY
 SB0269'CUT THROUGH ROCK.  TURN OFF THE HIGHWAY AT THE NEAR, OR WEST, END OF
 SB0269'THE GUARD FENCE, AND DRIVE 50 FEET SOUTH TO A FOUR-STRAND WIRE FENCE
 SB0269'AND END OF TRUCK TRAVEL.  GO OVER THE FENCE, AND PACK 200 FEET
 SB0269'TOWARDS A UTILITY POLE THAT IS SOME DISTANCE AWAY ON THE SLOPE OF
 SB0269'THE RIDGE TO THE SOUTHWARD, AND THE STATION.  THE STATION IS
 SB0269'SLIGHTLY HIGHER THAN THE FENCE AT END OF TRUCK TRAVEL, AND SLIGHTLY
 SB0269'LOWER THAN THE SAME FENCE AT THE HIGHEST POINT, OPPOSITE THE ROCK
 SB0269'CUT.
 SB0269'
 SB0269'THE STATION MARK IS A STANDARD DISK, STAMPED CRIBIT 1957, SET IN A
 SB0269'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 7 FEET EAST
 SB0269'OF A WHITE WITNESS POST.
 SB0269'
 SB0269'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRIBIT NO 1 1957, SET IN
 SB0269'A CONCRETE CYLINDER THAT PROJECTS 2 INCHES.  IT IS 34 FEET EAST OF
 SB0269'THE WHITE WITNESS POST.
 SB0269'
 SB0269'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRIBIT NO 2 1957, SET IN
 SB0269'A CONCRETE CYLINDER THAT PROJECTS 3 INCHES.  IT IS 26 FEET NORTH
 SB0269'OF THE WHITE WITNESS POST.
 SB0269
 SB0269                          STATION RECOVERY (1957)
 SB0269
 SB0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 SB0269'14 MI E FROM ELLENSBURG.
 SB0269'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN ELLENSBURG BY
 SB0269'GOING EAST ON U.S. 10 FOR 14.1 MILES TO THE EAST END OF DEEP HIGHWAY
 SB0269'CUT THROUGH ROCK AND THE WEST END OF A GUARD RAIL, ABOUT 260 FEET
 SB0269'SOUTHWEST OF U.S. HIGHWAY 10, 7 FEET EAST OF A WHITE WITNESS POST, A
 SB0269'12 IN. SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE SURFACE
 SB0269'OF THE GROUND.
 SB0269
 SB0269                          STATION RECOVERY (1961)
 SB0269
 SB0269'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 SB0269'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0267 ***********************************************************************
 SB0267  CBN         -  This is a Cooperative Base Network Control Station.
 SB0267  DESIGNATION -  CRIBIT AZ MK
 SB0267  PID         -  SB0267
 SB0267  STATE/COUNTY-  WA/KITTITAS
 SB0267  USGS QUAD   -  EAST KITTITAS (1953)
 SB0267
 SB0267                         *CURRENT SURVEY CONTROL
 SB0267  ___________________________________________________________________
 SB0267* NAD 83(1998)-  46 58 43.68155(N)    120 15 35.62002(W)     ADJUSTED  
 SB0267* NAVD 88     -       732.474  (meters)    2403.13   (feet)  ADJUSTED  
 SB0267  ___________________________________________________________________
 SB0267  X           -  -2,197,052.980 (meters)                     COMP
 SB0267  Y           -  -3,765,854.417 (meters)                     COMP
 SB0267  Z           -   4,640,677.825 (meters)                     COMP
 SB0267  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 SB0267  ELLIP HEIGHT-         712.17  (meters)          (07/03/01) GPS OBS
 SB0267  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 SB0267  DYNAMIC HT  -         732.459 (meters)    2403.08  (feet)  COMP
 SB0267  MODELED GRAV-     980,568.1   (mgal)                       NAVD 88
 SB0267
 SB0267  HORZ ORDER  -  B
 SB0267  VERT ORDER  -  SECOND    CLASS 0
 SB0267  ELLP ORDER  -  FIFTH     CLASS I
 SB0267
 SB0267.The horizontal coordinates were established by GPS observations
 SB0267.and adjusted by the National Geodetic Survey in July 2001..
 SB0267.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB0267.DATUM ITEM on the data sheet items page.
 SB0267
 SB0267.The orthometric height was determined by differential leveling
 SB0267.and adjusted by the National Geodetic Survey in June 1991..
 SB0267
 SB0267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB0267
 SB0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0267
 SB0267.The ellipsoidal height was determined by GPS observations
 SB0267.and is referenced to NAD 83.
 SB0267
 SB0267.The geoid height was determined by GEOID03.
 SB0267
 SB0267.The dynamic height is computed by dividing the NAVD 88
 SB0267.geopotential number by the normal gravity value computed on the
 SB0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0267.degrees latitude (g = 980.6199 gals.).
 SB0267
 SB0267.The modeled gravity was interpolated from observed gravity values.
 SB0267
 SB0267;                    North         East     Units Scale Factor Converg.
 SB0267;SPC WA S     -   182,924.346   518,267.532   MT  0.99993819   +0 10 27.9
 SB0267;SPC WA S     -   600,144.29  1,700,349.39   sFT  0.99993819   +0 10 27.9
 SB0267;UTM  10      - 5,206,452.804   708,395.091   MT  1.00013379   +2 00 14.4
 SB0267
 SB0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0267!SPC WA S     -   0.99988838  x   0.99993819  =   0.99982658
 SB0267!UTM  10      -   0.99988838  x   1.00013379  =   1.00002215
 SB0267
 SB0267|---------------------------------------------------------------------|
 SB0267| PID    Reference Object                     Distance      Geod. Az  |
 SB0267|                                                           dddmmss.s |
 SB0267| SB0268 CRIBIT AZIMUTH RM 1                  16.591 METERS 13933     |
 SB0267| SB0270 CRIBIT AZIMUTH RM 2                  13.918 METERS 24222     |
 SB0267|---------------------------------------------------------------------|
 SB0267
 SB0267                          SUPERSEDED SURVEY CONTROL
 SB0267
 SB0267  NAD 83(1991)-  46 58 43.68062(N)    120 15 35.62066(W) AD(       ) B
 SB0267  ELLIP H (05/29/91)  712.32   (m)                       GP(       ) 4 1
 SB0267  NAD 83(1986)-  46 58 43.68466(N)    120 15 35.60561(W) AD(       ) 2
 SB0267  NAD 27      -  46 58 44.22380(N)    120 15 31.38710(W) AD(       ) 2
 SB0267  NAVD 88 (06/21/95)  732.47   (m)         2403.1    (f) LEVELING    3  
 SB0267  NGVD 29 (??/??/92)  731.33   (m)         2399.4    (f) COMPUTED    2 0
 SB0267
 SB0267.Superseded values are not recommended for survey control.
 SB0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0267.See file dsdata.txt to determine how the superseded data were derived.
 SB0267
 SB0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0839506453(NAD 83)
 SB0267_MARKER: DZ = AZIMUTH MARK DISK
 SB0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0267_SP_SET: CONCRETE POST
 SB0267_STAMPING: CRIBIT AZIMUTH 1957
 SB0267_MARK LOGO: CGS   
 SB0267_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SB0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0267+STABILITY: SURFACE MOTION
 SB0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0267+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1993
 SB0267
 SB0267  HISTORY     - Date     Condition        Report By
 SB0267  HISTORY     - 1957     MONUMENTED       CGS
 SB0267  HISTORY     - 1957     GOOD             CGS
 SB0267  HISTORY     - 19890810 GOOD             NGS
 SB0267  HISTORY     - 19910131 GOOD
 SB0267  HISTORY     - 19931130 GOOD             MSI
 SB0267
 SB0267                          STATION DESCRIPTION
 SB0267
 SB0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SB0267'THE STATION IS ON A ROUNDED KNOLL ON THE SOUTH SIDE OF U.S. HIGHWAY
 SB0267'10, WHERE THE ROAD BEGINS A DOWNGRADE TO THE EASTWARD THROUGH A
 SB0267'ROCK CUT.  IT IS 4.1 MILES WEST OF THE SADDLE MOUNTAIN CAFE AND
 SB0267'SERVICE STATION, AND 0.2 MILES EAST OF STATION CRIBIT.
 SB0267'
 SB0267'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN
 SB0267'ELLENSBURG BY GOING EAST ON U.S. 10 FOR 14.3 MILES TO THE TOP OF
 SB0267'THE GRADE AND A CABLE GUARD FENCE ON THE RIGHT.  TURN RIGHT AT THE
 SB0267'EAST END OF THE GUARD FENCE, FOLLOWING THE TRACK ROAD ON THE
 SB0267'SOUTH SIDE, AND PARALLEL TO, THE HIGHWAY, FOR 250 FEET TO THE
 SB0267'STATION.
 SB0267'
 SB0267'THE STATION MARK IS A STANDARD AZIMUTH DISK, STAMPED CRIBIT
 SB0267'AZIMUTH 1957, THAT IS SET IN A 12-INCH SQUARE CONCRETE MONUMENT
 SB0267'WHICH IS PROJECTING 2 INCHES.  IT IS 280 FEET EAST OF THE EAST
 SB0267'END OF THE GUARD FENCE, 35 FEET NORTH OF A FOUR-STRAND WIRE FENCE,
 SB0267'32 FEET SOUTH OF THE EDGE OF THE HIGHWAY CUT, 23.4 FEET SOUTH OF
 SB0267'A HIGHWAY TANGENT HUB, (THE HUB BEING A DRILL SHAFT SET IN
 SB0267'CONCRETE AND PROJECTING ABOUT 1 FOOT), AND 6 FEET SOUTH OF A WHITE
 SB0267'WITNESS POST.
 SB0267'
 SB0267'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRIBIT AZI NO 1 1957,
 SB0267'SET IN A CONCRETE CYLINDER THAT PROJECTS 3 INCHES.  IT IS 72.1
 SB0267'FEET SOUTHEAST OF THE TANGENT HUB, 71 FEET SOUTH OF THE EDGE OF
 SB0267'THE HIGHWAY CUT, 8 FEET EAST OF A CRIBBED-ROCK FENCE SUPPORT, AND
 SB0267'2 FEET NORTH OF THE FENCE LINE.
 SB0267'
 SB0267'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRIBIT AZI NO 2
 SB0267'1957, SET IN A CONCRETE CYLINDER THAT PROJECTS 2 INCHES.  IT IS
 SB0267'62.2 FEET SOUTHWEST OF THE HIGHWAY HUB, 61 FEET SOUTH OF THE EDGE
 SB0267'OF THE HIGHWAY CUT, AND 4 FEET NORTH OF THE FENCE LINE.
 SB0267
 SB0267                          STATION RECOVERY (1957)
 SB0267
 SB0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 SB0267'14 MI W FROM VANTAGE.
 SB0267'14.4 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN VANTAGE,
 SB0267'14.3 MILES EAST FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN
 SB0267'ELLENSBURG, ON A ROUNDED KNOLL ON THE SOUTH SIDE OF U.S. HIGHWAY 10
 SB0267'WHERE THE ROAD BEGINS A DOWNGRADE TO THE EAST THROUGH A ROCK CUT,
 SB0267'ABOUT 280 FEET EAST OF THE EAST END OF THE GUARD FENCE, 35 FEET NORTH
 SB0267'OF A FOUR-STRAND WIRE FENCE, 32 FEET SOUTH OF THE EDGE OF THE HIGHWAY
 SB0267'CUT, 6 FEET SOUTH OF A WHITE WITNESS POST, A 12 IN. SQUARE CONCRETE
 SB0267'MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND.
 SB0267
 SB0267                          STATION RECOVERY (1989)
 SB0267
 SB0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SB0267'THE STATION IS LOCATED ABOUT 25.8 KM (16.0 MI) WEST OF VANTAGE, 22.5
 SB0267'KM (14.0 MI) EAST OF ELLENSBURG, 3.2 KM (2.0 MI) NORTH OF INTERSTATE
 SB0267'HIGHWAY 90 AND ON RIGHT-OF-WAY FOR OLD HIGHWAY 10.
 SB0267'TO REACH FROM THE COURTHOUSE IN ELLENSBURG, GO NORTH FOR 0.16 KM
 SB0267'(0.10 MI) TO A CROSS ROAD.  TURN RIGHT AND GO EAST ON OLD HIGHWAY 10
 SB0267'FOR 23.34 KM (14.50 MI) TO A POINT WHERE THE ROAD STARTS TO GO DOWN
 SB0267'HILL AT THE WEST END OF A GUARD RAIL.  TURN RIGHT AND GO EAST UPHILL
 SB0267'ON THE SOUTH SIDE OF THE GUARD RAIL FOR 0.16 KM (0.10 MI) TO THE
 SB0267'HIGHEST POINT AND THE STATION.
 SB0267'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 SB0267'5 CM (2 INCHES) ABOVE THE GROUND SURFACE.  IT IS 10.7 M (35.1 FT)
 SB0267'NORTH OF A FENCE, 9.8 M (32.2 FT) SOUTH OF THE SOUTH EDGE OF A HIGHWAY
 SB0267'CUT AND 1.8 M (5.9 FT) SOUTH OF A WITNESS POST.
 SB0267
 SB0267                          STATION RECOVERY (1991)
 SB0267
 SB0267'RECOVERED 1991
 SB0267'RECOVERED IN GOOD CONDITION.
 SB0267
 SB0267                          STATION RECOVERY (1993)
 SB0267
 SB0267'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SB0267'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0266 ***********************************************************************
 SB0266  DESIGNATION -  CRIBIT AZ MK RM 1
 SB0266  PID         -  SB0266
 SB0266  STATE/COUNTY-  WA/KITTITAS
 SB0266  USGS QUAD   -  EAST KITTITAS (1953)
 SB0266
 SB0266                         *CURRENT SURVEY CONTROL
 SB0266  ___________________________________________________________________
 SB0266* NAD 83(1986)-  46 58 43.     (N)    120 15 35.     (W)     SCALED    
 SB0266* NAVD 88     -       731.198  (meters)    2398.94   (feet)  ADJUSTED  
 SB0266  ___________________________________________________________________
 SB0266  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SB0266  DYNAMIC HT  -         731.182 (meters)    2398.89  (feet)  COMP
 SB0266  MODELED GRAV-     980,567.7   (mgal)                       NAVD 88
 SB0266
 SB0266  VERT ORDER  -  SECOND    CLASS 0
 SB0266
 SB0266.The horizontal coordinates were scaled from a topographic map and have
 SB0266.an estimated accuracy of +/- 6 seconds.
 SB0266
 SB0266.The orthometric height was determined by differential leveling
 SB0266.and adjusted by the National Geodetic Survey in June 1991..
 SB0266
 SB0266.The geoid height was determined by GEOID03.
 SB0266
 SB0266.The dynamic height is computed by dividing the NAVD 88
 SB0266.geopotential number by the normal gravity value computed on the
 SB0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0266.degrees latitude (g = 980.6199 gals.).
 SB0266
 SB0266.The modeled gravity was interpolated from observed gravity values.
 SB0266
 SB0266;                    North         East    Units  Estimated Accuracy
 SB0266;SPC WA S     -   182,900.      518,280.      MT  (+/- 180 meters Scaled)
 SB0266
 SB0266                          SUPERSEDED SURVEY CONTROL
 SB0266
 SB0266  NGVD 29 (??/??/92)  730.052  (m)         2395.18   (f) ADJ UNCH    2 0
 SB0266
 SB0266.Superseded values are not recommended for survey control.
 SB0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0266.See file dsdata.txt to determine how the superseded data were derived.
 SB0266
 SB0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT084064(NAD 83)
 SB0266_MARKER: DR = REFERENCE MARK DISK
 SB0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0266_SP_SET: CONCRETE POST
 SB0266_STAMPING: CRIBIT AZI NO 1 1957
 SB0266_MARK LOGO: CGS   
 SB0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0266+STABILITY: SURFACE MOTION
 SB0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0266+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1989
 SB0266
 SB0266  HISTORY     - Date     Condition        Report By
 SB0266  HISTORY     - 1957     MONUMENTED       CGS
 SB0266  HISTORY     - 19890810 GOOD             NGS
 SB0266
 SB0266                          STATION DESCRIPTION
 SB0266
 SB0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SB0266'14 MI W FROM VANTAGE.
 SB0266'14.4 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN VANTAGE,
 SB0266'14.3 MILES EAST FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN
 SB0266'ELLENSBURG, ON A ROUNDED KNOLL ON THE SOUTH SIDE OF THE HIGHWAY WHERE
 SB0266'THE ROAD BEGINS A DOWNGRADE TO THE EAST THROUGH A ROCK CUT, 71 FEET
 SB0266'SOUTH OF THE EDGE OF THE HIGHWAY CUT, 55 FEET SOUTHEAST OF THE STATION
 SB0266'8 FEET EAST OF A CRIBBED-ROCK FENCE SUPPORT, 2 FEET NORTH OF A FENCE,
 SB0266'A CONCRETE CYLINDER PROJECTING 3 INCHES ABOVE THE GROUND.
 SB0266
 SB0266                          STATION RECOVERY (1989)
 SB0266
 SB0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SB0266'THE STATION IS LOCATED ABOUT 25.8 KM (16.0 MI) WEST OF VANTAGE, 22.5
 SB0266'KM (14.0 MI) EAST OF ELLENSBURG, 3.2 KM (2.0 MI) NORTH OF INTERSTATE
 SB0266'HIGHWAY 90 AND ON RIGHT-OF-WAY FOR OLD HIGHWAY 10.
 SB0266'TO REACH FROM THE COURTHOUSE IN ELLENSBURG, GO NORTH FOR 0.16 KM
 SB0266'(0.10 MI) TO A CROSS ROAD.  TURN RIGHT AND GO EAST ON OLD HIGHWAY 10
 SB0266'FOR 23.34 KM (14.50 MI) TO A POINT WHERE THE ROAD STARTS TO GO DOWN
 SB0266'HILL AT THE WEST END OF A GUARD RAIL.  TURN RIGHT AND GO EAST UPHILL
 SB0266'ON THE SOUTH SIDE OF THE GUARD RAIL FOR 0.16 KM (0.10 MI) TO THE
 SB0266'HIGHEST POINT AND THE STATION.
 SB0266'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 SB0266'13 CM (5 INCHES) ABOVE THE GROUND SURFACE.  IT IS 21.6 M (70.9 FT)
 SB0266'SOUTH OF THE EDGE OF THE CUT BANK, 2.4 M (7.9 FT) EAST OF A ROCK
 SB0266'ENFORCED FENCE POST AND 0.6 M (2.0 FT) NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0265 ***********************************************************************
 SB0265  DESIGNATION -  CRIBIT AZ MK RM 2
 SB0265  PID         -  SB0265
 SB0265  STATE/COUNTY-  WA/KITTITAS
 SB0265  USGS QUAD   -  EAST KITTITAS (1953)
 SB0265
 SB0265                         *CURRENT SURVEY CONTROL
 SB0265  ___________________________________________________________________
 SB0265* NAD 83(1986)-  46 58 43.     (N)    120 15 34.     (W)     SCALED    
 SB0265* NAVD 88     -       731.403  (meters)    2399.61   (feet)  ADJUSTED  
 SB0265  ___________________________________________________________________
 SB0265  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SB0265  DYNAMIC HT  -         731.388 (meters)    2399.56  (feet)  COMP
 SB0265  MODELED GRAV-     980,567.6   (mgal)                       NAVD 88
 SB0265
 SB0265  VERT ORDER  -  SECOND    CLASS 0
 SB0265
 SB0265.The horizontal coordinates were scaled from a topographic map and have
 SB0265.an estimated accuracy of +/- 6 seconds.
 SB0265
 SB0265.The orthometric height was determined by differential leveling
 SB0265.and adjusted by the National Geodetic Survey in June 1991..
 SB0265
 SB0265.The geoid height was determined by GEOID03.
 SB0265
 SB0265.The dynamic height is computed by dividing the NAVD 88
 SB0265.geopotential number by the normal gravity value computed on the
 SB0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0265.degrees latitude (g = 980.6199 gals.).
 SB0265
 SB0265.The modeled gravity was interpolated from observed gravity values.
 SB0265
 SB0265;                    North         East    Units  Estimated Accuracy
 SB0265;SPC WA S     -   182,900.      518,300.      MT  (+/- 180 meters Scaled)
 SB0265
 SB0265                          SUPERSEDED SURVEY CONTROL
 SB0265
 SB0265  NGVD 29 (??/??/92)  730.258  (m)         2395.85   (f) ADJ UNCH    2 0
 SB0265
 SB0265.Superseded values are not recommended for survey control.
 SB0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0265.See file dsdata.txt to determine how the superseded data were derived.
 SB0265
 SB0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT084064(NAD 83)
 SB0265_MARKER: DR = REFERENCE MARK DISK
 SB0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0265_SP_SET: CONCRETE POST
 SB0265_STAMPING: CRIBIT AZI NO 2 1957
 SB0265_MARK LOGO: CGS   
 SB0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0265+STABILITY: SURFACE MOTION
 SB0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0265+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1989
 SB0265
 SB0265  HISTORY     - Date     Condition        Report By
 SB0265  HISTORY     - 1957     MONUMENTED       CGS
 SB0265  HISTORY     - 19890810 GOOD             NGS
 SB0265
 SB0265                          STATION DESCRIPTION
 SB0265
 SB0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SB0265'14 MI W FROM VANTAGE.
 SB0265'14.4 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN VANTAGE,
 SB0265'14.3 MILES EAST FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN
 SB0265'ELLENSBURG, ON A ROUNDED KNOLL ON THE SOUTH SIDE OF U.S. HIGHWAY 10
 SB0265'WHERE THE ROAD BEGINS A DOWNGRADE TO THE EAST THROUGH A ROCK CUT, 61
 SB0265'FEET SOUTH OF THE EDGE OF THE HIGHWAY CUT, 46 FEET SOUTHWEST OF THE
 SB0265'TRIANGULATION STATION CRIBIT AZIMUTH, 4 FEET NORTH OF THE FENCE, A
 SB0265'CONCRETE CYLINDER PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 SB0265
 SB0265                          STATION RECOVERY (1989)
 SB0265
 SB0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SB0265'THE STATION IS LOCATED ABOUT 25.8 KM (16.0 MI) WEST OF VANTAGE, 22.5
 SB0265'KM (14.0 MI) EAST OF ELLENSBURG, 3.2 KM (2.0 MI) NORTH OF INTERSTATE
 SB0265'HIGHWAY 90 AND ON RIGHT-OF-WAY FOR OLD HIGHWAY 10.
 SB0265'TO REACH FROM THE COURTHOUSE IN ELLENSBURG, GO NORTH FOR 0.16 KM
 SB0265'(0.10 MI) TO A CROSS ROAD.  TURN RIGHT AND GO EAST ON OLD HIGHWAY 10
 SB0265'FOR 23.34 KM (14.50 MI) TO A POINT WHERE THE ROAD STARTS TO GO DOWN
 SB0265'HILL AT THE WEST END OF A GUARD RAIL.  TURN RIGHT AND GO EAST UPHILL
 SB0265'ON THE SOUTH SIDE OF THE GUARD RAIL FOR 0.16 KM (0.10 MI) TO THE
 SB0265'HIGHEST POINT AND THE STATION.
 SB0265'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 SB0265'5 CM (2 INCHES) ABOVE THE GROUND SURFACE.  IT IS 18.6 M (61.0 FT)
 SB0265'SOUTH OF THE EDGE OF THE CUT BANK, 14.9 M (48.9 FT) SOUTHWEST OF A
 SB0265'WITNESS POST AND 1.2 M (3.9 FT)  NORTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0268 ***********************************************************************
 SB0268  DESIGNATION -  CRIBIT AZIMUTH RM 1
 SB0268  PID         -  SB0268
 SB0268  STATE/COUNTY-  WA/KITTITAS
 SB0268  USGS QUAD   -  EAST KITTITAS (1953)
 SB0268
 SB0268                         *CURRENT SURVEY CONTROL
 SB0268  ___________________________________________________________________
 SB0268* NAD 83(1986)-  46 58 49.     (N)    120 15 55.     (W)     SCALED    
 SB0268* NAVD 88     -       731.349  (meters)    2399.43   (feet)  ADJUSTED  
 SB0268  ___________________________________________________________________
 SB0268  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 SB0268  DYNAMIC HT  -         731.334 (meters)    2399.39  (feet)  COMP
 SB0268  MODELED GRAV-     980,569.1   (mgal)                       NAVD 88
 SB0268
 SB0268  VERT ORDER  -  SECOND    CLASS 0
 SB0268
 SB0268.The horizontal coordinates were scaled from a topographic map and have
 SB0268.an estimated accuracy of +/- 6 seconds.
 SB0268
 SB0268.The orthometric height was determined by differential leveling
 SB0268.and adjusted by the National Geodetic Survey in June 1991..
 SB0268
 SB0268.The geoid height was determined by GEOID03.
 SB0268
 SB0268.The dynamic height is computed by dividing the NAVD 88
 SB0268.geopotential number by the normal gravity value computed on the
 SB0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0268.degrees latitude (g = 980.6199 gals.).
 SB0268
 SB0268.The modeled gravity was interpolated from observed gravity values.
 SB0268
 SB0268;                    North         East    Units  Estimated Accuracy
 SB0268;SPC WA S     -   183,090.      517,860.      MT  (+/- 180 meters Scaled)
 SB0268
 SB0268                          SUPERSEDED SURVEY CONTROL
 SB0268
 SB0268  NGVD 29 (??/??/92)  730.204  (m)         2395.68   (f) ADJ UNCH    2 0
 SB0268
 SB0268.Superseded values are not recommended for survey control.
 SB0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0268.See file dsdata.txt to determine how the superseded data were derived.
 SB0268
 SB0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT079066(NAD 83)
 SB0268_MARKER: DR = REFERENCE MARK DISK
 SB0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0268_STAMPING: CRIBIT NO 1 1957
 SB0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0268+STABILITY: SURFACE MOTION
 SB0268
 SB0268  HISTORY     - Date     Condition        Report By
 SB0268  HISTORY     - 1957     MONUMENTED       CGS
 SB0268
 SB0268                          STATION DESCRIPTION
 SB0268
 SB0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SB0268'14 MI E FROM ELLENSBURG.
 SB0268'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 10 AND 97 IN ELLENSBURG BY
 SB0268'GOING EAST ON U.S. 10 FOR 14.1 MILES TO THE EAST END OF A DEEP HIGHWAY
 SB0268'CUT THROUGH ROCK AND THE WEST END OF A GUARD RAIL, ABOUT 230 FEET
 SB0268'SOUTHWEST OF U.S. HIGHWAY 10, 28 FEET EAST OF THE STATION, 34 FEET
 SB0268'EAST OF THE WHITE WITNESS POST, A 12 IN. SQUARE CONCRETE MONUMENT
 SB0268'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0270 ***********************************************************************
 SB0270  DESIGNATION -  CRIBIT AZIMUTH RM 2
 SB0270  PID         -  SB0270
 SB0270  STATE/COUNTY-  WA/KITTITAS
 SB0270  USGS QUAD   -  EAST KITTITAS (1953)
 SB0270
 SB0270                         *CURRENT SURVEY CONTROL
 SB0270  ___________________________________________________________________
 SB0270* NAD 83(1986)-  46 58 49.     (N)    120 15 55.     (W)     SCALED    
 SB0270* NAVD 88     -       731.327  (meters)    2399.36   (feet)  ADJUSTED  
 SB0270  ___________________________________________________________________
 SB0270  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 SB0270  DYNAMIC HT  -         731.312 (meters)    2399.31  (feet)  COMP
 SB0270  MODELED GRAV-     980,569.1   (mgal)                       NAVD 88
 SB0270
 SB0270  VERT ORDER  -  SECOND    CLASS 0
 SB0270
 SB0270.The horizontal coordinates were scaled from a topographic map and have
 SB0270.an estimated accuracy of +/- 6 seconds.
 SB0270
 SB0270.The orthometric height was determined by differential leveling
 SB0270.and adjusted by the National Geodetic Survey in June 1991..
 SB0270
 SB0270.The geoid height was determined by GEOID03.
 SB0270
 SB0270.The dynamic height is computed by dividing the NAVD 88
 SB0270.geopotential number by the normal gravity value computed on the
 SB0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0270.degrees latitude (g = 980.6199 gals.).
 SB0270
 SB0270.The modeled gravity was interpolated from observed gravity values.
 SB0270
 SB0270;                    North         East    Units  Estimated Accuracy
 SB0270;SPC WA S     -   183,090.      517,860.      MT  (+/- 180 meters Scaled)
 SB0270
 SB0270                          SUPERSEDED SURVEY CONTROL
 SB0270
 SB0270  NGVD 29 (??/??/92)  730.182  (m)         2395.61   (f) ADJ UNCH    2 0
 SB0270
 SB0270.Superseded values are not recommended for survey control.
 SB0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0270.See file dsdata.txt to determine how the superseded data were derived.
 SB0270
 SB0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT079066(NAD 83)
 SB0270_MARKER: DR = REFERENCE MARK DISK
 SB0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0270_STAMPING: CRIBIT NO 2 1957
 SB0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0270+STABILITY: SURFACE MOTION
 SB0270
 SB0270  HISTORY     - Date     Condition        Report By
 SB0270  HISTORY     - 1957     MONUMENTED       CGS
 SB0270
 SB0270                          STATION DESCRIPTION
 SB0270
 SB0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SB0270'14 MI E FROM ELLENSBURG.
 SB0270'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN ELLENSBURG BY
 SB0270'GOING EAST ON U.S. 10 FOR 14.1 MILES TO THE EAST END OF A DEEP HIGHWAY
 SB0270'CUT THROUGH ROCK AND THE WEST END OF A GUARD RAIL, ABOUT 260 FEET
 SB0270'SOUTHWEST OF U.S. HIGHWAY 10, 28 FEET NORTH OF THE STATION, 26 FEET
 SB0270'NORTH OF A WHITE WITNESS POST, A 12 IN. SQUARE CONCRETE MONUMENT
 SB0270'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1287 ***********************************************************************
 SV1287  DESIGNATION -  CRIPPEN
 SV1287  PID         -  SV1287
 SV1287  STATE/COUNTY-  WA/WHITMAN
 SV1287  USGS QUAD   -  PINE CITY (1964)
 SV1287
 SV1287                         *CURRENT SURVEY CONTROL
 SV1287  ___________________________________________________________________
 SV1287* NAD 83(1991)-  47 10 22.40746(N)    117 33 30.04130(W)     ADJUSTED  
 SV1287* NAVD 88     -       754.5    (meters)    2475.     (feet)  VERTCON   
 SV1287  ___________________________________________________________________
 SV1287  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 SV1287  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 SV1287
 SV1287  HORZ ORDER  -  SECOND
 SV1287
 SV1287.The horizontal coordinates were established by classical geodetic methods
 SV1287.and adjusted by the National Geodetic Survey in December 1991..
 SV1287
 SV1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1287
 SV1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1287
 SV1287.The geoid height was determined by GEOID03.
 SV1287
 SV1287;                    North         East     Units Scale Factor Converg.
 SV1287;SPC WA S     -   208,630.838   722,948.798   MT  0.99996725   +2 08 12.5
 SV1287;SPC WA S     -   684,483.01  2,371,874.51   sFT  0.99996725   +2 08 12.5
 SV1287;SPC WA N     -    24,505.209   748,222.085   MT  1.00007705   +2 26 17.9
 SV1287;SPC WA N     -    80,397.51  2,454,791.96   sFT  1.00007705   +2 26 17.9
 SV1287;UTM  11      - 5,224,528.349   457,688.688   MT  0.99962200   -0 24 34.2
 SV1287
 SV1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1287!SPC WA S     -   0.99988470  x   0.99996725  =   0.99985195
 SV1287!SPC WA N     -   0.99988470  x   1.00007705  =   0.99996174
 SV1287!UTM  11      -   0.99988470  x   0.99962200  =   0.99950674
 SV1287
 SV1287:                Primary Azimuth Mark                     Grid Az
 SV1287:SPC WA S     -  MALDEN MUNICIPAL STANDPIPE               047 41 36.1
 SV1287:SPC WA N     -  MALDEN MUNICIPAL STANDPIPE               047 23 30.7
 SV1287:UTM  11      -  MALDEN MUNICIPAL STANDPIPE               050 14 22.8
 SV1287
 SV1287|---------------------------------------------------------------------|
 SV1287| PID    Reference Object                     Distance      Geod. Az  |
 SV1287|                                                           dddmmss.s |
 SV1287| SV1273 MALDEN MUNICIPAL STANDPIPE          APPROX. 9.1 KM 0494948.6 |
 SV1287| CF1300 CRIPPEN AZ MK                                      0792643.0 |
 SV1287| CF1301 CRIPPEN AZ MK 2                                    0801149.9 |
 SV1287| CF1302 CRIPPEN RM 1                          8.645 METERS 18520     |
 SV1287| CF1303 CRIPPEN RM 2                         12.089 METERS 26530     |
 SV1287|---------------------------------------------------------------------|
 SV1287
 SV1287                          SUPERSEDED SURVEY CONTROL
 SV1287
 SV1287  NAD 83(1986)-  47 10 22.41683(N)    117 33 30.03354(W) AD(       ) 2
 SV1287  NAD 27      -  47 10 22.80600(N)    117 33 26.32600(W) AD(       ) 2
 SV1287  NGVD 29 (07/19/86)  753.4    (m)         2472.     (f) VERT ANG       
 SV1287
 SV1287.Superseded values are not recommended for survey control.
 SV1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1287.See file dsdata.txt to determine how the superseded data were derived.
 SV1287
 SV1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5768924528(NAD 83)
 SV1287_MARKER: DS = TRIANGULATION STATION DISK
 SV1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1287
 SV1287  HISTORY     - Date     Condition        Report By
 SV1287  HISTORY     - 1949     MONUMENTED       CGS
 SV1287  HISTORY     - 1969     GOOD             CGS
 SV1287
 SV1287                          STATION DESCRIPTION
 SV1287
 SV1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WRH)
 SV1287'STATION IS LOCATED, AIRLINE, ABOUT 10 MILES WEST SOUTHWEST OF
 SV1287'ROSALIA, 6 MILES NORTH NORTHEAST OF ST. JOHN, AND 2-1/2 MILES
 SV1287'SOUTHWEST OF PINE CITY.  IT IS ON THE PROPERTY OF MR. W. CRIPPEN,
 SV1287'ON THE HIGHEST, UNCULTIVATED KNOLL IN THE IMMEDIATE VICINITY.  IT
 SV1287'IS SURROUNDED BY CULTIVATED FIELDS.
 SV1287'
 SV1287'STATION MARK, STAMPED CRIPPEN 1949, IS A STANDARD BRONZE DISK
 SV1287'SET IN A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 SV1287'THE GROUND.  IT IS ON THE HIGHEST POINT OF THE KNOLL.
 SV1287'
 SV1287'REFERENCE MARK NUMBER 1, STAMPED CRIPPEN NO 1 1949, IS A STANDARD
 SV1287'BRONZE DISK SET IN A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 SV1287'4 INCHES ABOVE THE GROUND AND IS 18 INCHES LOWER IN ELEVATION THAN
 SV1287'THE STATION MARK.  IT IS 24 FEET NORTH OF AN EAST-WEST FENCE LINE.
 SV1287'
 SV1287'REFERENCE MARK NUMBER 2, STAMPED CRIPPEN NO 2 1949, IS A STANDARD
 SV1287'BRONZE DISK SET IN A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 SV1287'3 INCHES ABOVE THE GROUND AND IS 16 INCHES LOWER IN ELEVATION THAN
 SV1287'THE STATION MARK.
 SV1287'
 SV1287'AZIMUTH MARK, STAMPED CRIPPEN 1949, IS A STANDARD BRONZE DISK SET
 SV1287'IN A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 SV1287'THE GROUND.  IT IS 18 FEET WEST OF THE CENTER OF THE ROAD, 4 FEET
 SV1287'EAST OF A FENCE LINE, 6 FEET EAST OF A TELEPHONE POLE, AND ABOUT
 SV1287'100 FEET SOUTH SOUTHWEST OF THE CENTER OF ROAD CUT.  TO REACH
 SV1287'FROM THE STATION, GO WESTERLY ACROSS FIELD FOR 0.3 MILE TO THE
 SV1287'ROAD CUT AND THE AZIMUTH MARK ON THE WEST SIDE OF ROAD.
 SV1287'
 SV1287'THE STATION IS REACHED AS FOLLOWS--FROM THE INLAND EMPIRE MILLING
 SV1287'CO. MILL AND ELEVATOR IN ST. JOHN, GO NORTHWEST ON STATE HIGHWAY
 SV1287'11C FOR 0.6 MILE.  TURN RIGHT, NORTH, AS PER SIGN PINE CITY, AND
 SV1287'GO 2.2 MILES TO A Y FORK.  TAKE LEFT FORK AND GO 4.1 MILES TO A
 SV1287'SMALL CUT BANK AND THE AZIMUTH MARK ON THE LEFT SIDE OF ROAD.
 SV1287'FROM HERE THE STATION IS 0.3 MILE DUE WEST ON THE HIGHEST KNOLL.
 SV1287'THE STATION CAN BE DRIVEN DURING DRY OR COLD WEATHER.
 SV1287
 SV1287                          STATION RECOVERY (1969)
 SV1287
 SV1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 SV1287'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED.  THE
 SV1287'AZIMUTH MARK WAS NOT FOUND AND PROBABLY HAS BEEN DESTROYED OR
 SV1287'BURIED DURING ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS
 SV1287'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 SV1287'
 SV1287'THE STATION IS ABOUT 10 MILES SOUTHEAST OF ROSALIA, 6 MILES
 SV1287'NORTH OF SAINT JOHN, 2-1/2 MILES SOUTH-SOUTHEAST OF PINE CITY, ON
 SV1287'THE EASTERN UNCULTIVATED SUMMIT OF A HILL NEAR THE CENTER OF THE
 SV1287'EAST SIDE OF SECTION 6, T 19 N, R 42 E.
 SV1287'
 SV1287'TO REACH FROM THE POST OFFICE IN PINE CITY, GO WEST ABOUT 2 BLOCKS
 SV1287'TO THE BLACKTOP ROAD ALONG THE RAILROAD, TURN LEFT AND GO SOUTHERLY
 SV1287'FOR 1.0 MILE TO A Y FORMED BY TWO BLACKTOP ROADS, KEEP RIGHT FORK
 SV1287'1.65 MILES TO A CURVE TO THE LEFT, A SHORT 15-FOOT DEEP ROAD CUT
 SV1287'WITH A FIELD ENTRANCE ON EITHER SIDE OF THE ROAD AT THE SOUTH END
 SV1287'OF THE CUT AND THE AZIMUTH MARK ON THE RIGHT, 24 FEET SOUTH OF
 SV1287'THE CENTER OF THE FIELD ENTRANCE.  THE STATION IS ON THE
 SV1287'SOUTHERN ONE OF TWO SUMMITS VISIBLE 0.3 MILE TO THE WEST.  A
 SV1287'TRUCK CAN BE DRIVEN THROUGH THE FIELDS TO THE STATION WHEN
 SV1287'CONDITIONS ARE RIGHT, GROUND FROZEN OR DRY AND NOT IN CROP.
 SV1287'
 SV1287'THE STATION MARK, STAMPED CRIPPEN 1949, IS A STANDARD DISK SET
 SV1287'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS ON THE
 SV1287'SUMMIT OF A SHORT NORTHEAST-SOUTHWEST UNCULTIVATED RIDGE, 33
 SV1287'YARDS SOUTHWEST OF THE EDGE OF THE CULTIVATED FIELD AT THE
 SV1287'NORTHEAST END OF THE RIDGE AND 50 FEET NORTH OF A FENCELINE.
 SV1287'
 SV1287'REFERENCE MARK NO. 1, STAMPED CRIPPEN NO 1 1949, IS A STANDARD
 SV1287'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SV1287'22 FEET NORTH OF THE FENCE, ON THE SOUTHEASTERN SIDE OF THE SUMMIT
 SV1287'AND ABOUT 2 FEET LOWER THAN THE STATION.
 SV1287'
 SV1287'REFERENCE MARK NO. 2, STAMPED CRIPPEN NO 2 1949, IS A STANDARD
 SV1287'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES, 47
 SV1287'FEET NORTH OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 SV1287'
 SV1287'THE AZIMUTH MARK, STAMPED CRIPPEN 1949 AZI 2 1969, IS A STANDARD
 SV1287'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 SV1287'ON THE SLOPE OF THE WEST SHOULDER OF THE ROAD, 24 FEET SOUTH OF
 SV1287'THE CENTER OF THE FIELD ENTRANCE, 17.5 FEET WEST OF THE CENTER OF
 SV1287'THE ROAD, 1 FOOT NORTH OF A METAL WITNESS POST AND 1 FOOT LOWER
 SV1287'THAN THE ROAD.
 SV1287'
 SV1287'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SV1287'2-1/2 MILES SOUTH-SOUTHEAST OF PINE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1721 ***********************************************************************
 SY1721  DESIGNATION -  CRIS
 SY1721  PID         -  SY1721
 SY1721  STATE/COUNTY-  WA/MASON
 SY1721  USGS QUAD   -  SHELTON (1981)
 SY1721
 SY1721                         *CURRENT SURVEY CONTROL
 SY1721  ___________________________________________________________________
 SY1721* NAD 83(1991)-  47 14 22.91424(N)    123 03 05.14319(W)     ADJUSTED  
 SY1721* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY1721  ___________________________________________________________________
 SY1721  LAPLACE CORR-          -8.01  (seconds)                    DEFLEC99
 SY1721  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 SY1721
 SY1721  HORZ ORDER  -  THIRD
 SY1721
 SY1721.The horizontal coordinates were established by classical geodetic methods
 SY1721.and adjusted by the National Geodetic Survey in December 1991..
 SY1721
 SY1721.The orthometric height was scaled from a topographic map.
 SY1721
 SY1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1721
 SY1721.The geoid height was determined by GEOID03.
 SY1721
 SY1721;                    North         East     Units Scale Factor Converg.
 SY1721;SPC WA S     -   215,024.200   306,855.668   MT  0.99997992   -1 51 12.0
 SY1721;SPC WA S     -   705,458.56  1,006,742.30   sFT  0.99997992   -1 51 12.0
 SY1721;UTM  10      - 5,231,802.766   496,107.627   MT  0.99960019   -0 02 15.9
 SY1721
 SY1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1721!SPC WA S     -   1.00000324  x   0.99997992  =   0.99998316
 SY1721!UTM  10      -   1.00000324  x   0.99960019  =   0.99960343
 SY1721
 SY1721|---------------------------------------------------------------------|
 SY1721| PID    Reference Object                     Distance      Geod. Az  |
 SY1721|                                                           dddmmss.s |
 SY1721| DD9575 CRIS RM 2                            17.297 METERS 02555     |
 SY1721| SY1745 BAY RESET                           APPROX. 1.0 KM 0491656.7 |
 SY1721| SY1740 STEVE                               465.945 METERS 2072156.6 |
 SY1721| DD9574 CRIS RM 1                             5.586 METERS 27914     |
 SY1721|---------------------------------------------------------------------|
 SY1721
 SY1721                          SUPERSEDED SURVEY CONTROL
 SY1721
 SY1721  NAD 83(1986)-  47 14 22.91369(N)    123 03 05.15121(W) AD(       ) 3
 SY1721  NAD 27      -  47 14 23.57200(N)    123 03 00.60900(W) AD(       ) 3
 SY1721
 SY1721.Superseded values are not recommended for survey control.
 SY1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1721.See file dsdata.txt to determine how the superseded data were derived.
 SY1721
 SY1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9610831803(NAD 83)
 SY1721_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1721
 SY1721  HISTORY     - Date     Condition        Report By
 SY1721  HISTORY     - 1936     MONUMENTED       CGS
 SY1721  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1721  HISTORY     - 1975     MARK NOT FOUND   USGS
 SY1721  HISTORY     - 19960323 MARK NOT FOUND   USPSQD
 SY1721
 SY1721                          STATION DESCRIPTION
 SY1721
 SY1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1721'THE STATION IS LOCATED ON THE W SIDE OF THE BAY ABOUT 1/2 MILE
 SY1721'S OF THE NARROWS.  IT IS ABOUT 16 FEET FROM THE HIGH-WATER LINE
 SY1721'AND IS LEVEL WITH THE BEACH.
 SY1721'
 SY1721'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY1721'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY1721'
 SY1721'REFERENCE MARK NO.1 IS SET INSHORE FROM THE STATION AT THE
 SY1721'HIGH-WATER LINE.  IT PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE.
 SY1721'
 SY1721'REFERENCE MARK NO.2 IS SET N OF THE STATION ABOUT 6 FEET OUTSIDE
 SY1721'OF THE HIGH-WATER LINE.  IT IS LEVEL WITH THE BEACH.
 SY1721
 SY1721                          STATION RECOVERY (1967)
 SY1721
 SY1721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1721'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT WERE NOT
 SY1721'RECOVERED AFTER A 30 MINUTE SEARCH.
 SY1721
 SY1721                          STATION RECOVERY (1975)
 SY1721
 SY1721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (TTS)
 SY1721'NO EVIDENCE WAS FOUND FOR EITHER STATION OR RMS.
 SY1721'
 SY1721'DIRECTION AND DISTANCE STATION IS LOCATED ON THE W. SIDE OF THE BAY,
 SY1721'ABOUT 1/2 MI. S. OF THE NARROWS.
 SY1721
 SY1721                          STATION RECOVERY (1996)
 SY1721
 SY1721'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1709 ***********************************************************************
 RZ1709  DESIGNATION -  CROM
 RZ1709  PID         -  RZ1709
 RZ1709  STATE/COUNTY-  WA/WHITMAN
 RZ1709  USGS QUAD   -  PING (1981)
 RZ1709
 RZ1709                         *CURRENT SURVEY CONTROL
 RZ1709  ___________________________________________________________________
 RZ1709* NAD 83(1991)-  46 44 10.97442(N)    117 42 13.09212(W)     ADJUSTED  
 RZ1709* NAVD 88     -       578.3    (meters)    1897.     (feet)  VERTCON   
 RZ1709  ___________________________________________________________________
 RZ1709  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 RZ1709  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 RZ1709
 RZ1709  HORZ ORDER  -  SECOND
 RZ1709
 RZ1709.The horizontal coordinates were established by classical geodetic methods
 RZ1709.and adjusted by the National Geodetic Survey in December 1991..
 RZ1709
 RZ1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1709
 RZ1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1709
 RZ1709.The geoid height was determined by GEOID03.
 RZ1709
 RZ1709;                    North         East     Units Scale Factor Converg.
 RZ1709;SPC WA S     -   159,737.104   713,661.737   MT  0.99991808   +2 01 52.6
 RZ1709;SPC WA S     -   524,070.82  2,341,405.22   sFT  0.99991808   +2 01 52.6
 RZ1709;UTM  11      - 5,176,110.230   446,243.151   MT  0.99963552   -0 30 44.7
 RZ1709
 RZ1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1709!SPC WA S     -   0.99991247  x   0.99991808  =   0.99983056
 RZ1709!UTM  11      -   0.99991247  x   0.99963552  =   0.99954802
 RZ1709
 RZ1709|---------------------------------------------------------------------|
 RZ1709| PID    Reference Object                     Distance      Geod. Az  |
 RZ1709|                                                           dddmmss.s |
 RZ1709| CF4741 CROM RM 2                             7.016 METERS 17819     |
 RZ1709| CF4739 CROM AZ MK                                         2703926.2 |
 RZ1709| CF4742 CROM RM 3                            72.567 METERS 32427     |
 RZ1709| CF4740 CROM RM 1                             7.840 METERS 35819     |
 RZ1709|---------------------------------------------------------------------|
 RZ1709
 RZ1709                          SUPERSEDED SURVEY CONTROL
 RZ1709
 RZ1709  NAD 83(1991)-  46 44 10.97014(N)    117 42 13.09181(W) AD(       ) 2
 RZ1709  NAD 83(1986)-  46 44 10.98325(N)    117 42 13.08528(W) AD(       ) 2
 RZ1709  NAD 27      -  46 44 11.41600(N)    117 42 09.35900(W) AD(       ) 2
 RZ1709  NGVD 29 (07/19/86)  577.3    (m)         1894.     (f) VERT ANG       
 RZ1709
 RZ1709.Superseded values are not recommended for survey control.
 RZ1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1709.See file dsdata.txt to determine how the superseded data were derived.
 RZ1709
 RZ1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM4624376110(NAD 83)
 RZ1709_MARKER: DS = TRIANGULATION STATION DISK
 RZ1709_SETTING: 0 = UNSPECIFIED SETTING
 RZ1709
 RZ1709  HISTORY     - Date     Condition        Report By
 RZ1709  HISTORY     - 1946     MONUMENTED       CGS
 RZ1709  HISTORY     - 1947     GOOD             USGS
 RZ1709  HISTORY     - 1949     GOOD             USGS
 RZ1709
 RZ1709                          STATION DESCRIPTION
 RZ1709
 RZ1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RZ1709'STATION IS LOCATED ABOUT 18 MILES SW OF COLFAX, 9 MILES NNE OF
 RZ1709'CENTRAL FERRY, 6 MILES S OF DUSTY, AND 3 MILES N OF PENAWAWA.  IT
 RZ1709'IS ON THE CREST OF A HIGH CULTIVATED RIDGE WHICH IS THE PROPERTY
 RZ1709'OF MR. JOHN CROM.
 RZ1709'
 RZ1709'STATION MARK IS A BRONZE STATION DISK SET IN A 12-INCH SQUARE
 RZ1709'BLOCK OF CONCRETE PROJECTING 3 INCHES ABOVE THE SURFACE.  IT IS
 RZ1709'1 FOOT W OF A N-S FENCE LINE AND 9 FEET W OF THE CENTER OF A
 RZ1709'FIELD RUNNING ALONG THE RIDGE.  DISK IS STAMPED CROM
 RZ1709'1946.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 RZ1709'
 RZ1709'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12-INCH
 RZ1709'SQUARE BLOCK OF CONCRETE PROJECTING 2 INCHES ABOVE THE
 RZ1709'SURFACE.  IT IS 1 FOOT W OF THE FENCE LINE.  DISK IS STAMPED CROM
 RZ1709'NO 1 1946.
 RZ1709'
 RZ1709'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12-INCH
 RZ1709'SQUARE BLOCK OF CONCRETE PROJECTING 2 INCHES ABOVE THE
 RZ1709'SURFACE.  IT IS 1 FOOT W OF THE FENCE LINE.  DISK IS STAMPED CROM
 RZ1709'NO 2 1946.
 RZ1709'
 RZ1709'REFERENCE MARK 3 IS A BRONZE DISK BRAZED TO THE TOP OF A
 RZ1709'2-1/2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE THE SURFACE.  IT IS
 RZ1709'ABOUT 8 FEET LOWER THAN THE STATION, 1 FOOT S OF E-W FENCE LINE,
 RZ1709'AND 43 PACES W OF A FENCE CORNER WHICH IS 58 METERS N OF THE
 RZ1709'STATION MARK.  DISK IS STAMPED CROM NO 3 1946.
 RZ1709'
 RZ1709'NO WITNESS MARK WAS SET.
 RZ1709'
 RZ1709'AZIMUTH MARK IS A BRONZE REFERENCE DISK BRAZED TO THE TOP OF
 RZ1709'A 2-1/2-INCH IRON PIPE PROJECTING 4 INCHES.  IT IS 8.4 FEET S OF
 RZ1709'THE CENTER LINE OF U.S. HIGHWAY 295, 1 FOOT N OF A FENCE LINE,
 RZ1709'50 FEET W OF A GATE, AND 4 FEET E OF POWER POLE E-370.  DISK IS
 RZ1709'STAMPED CROM AZI 1946.
 RZ1709'
 RZ1709'TO REACH THE STATION FROM CENTRAL FERRY, GO N ON U.S. HIGHWAY
 RZ1709'295 FOR 11.0 MILES TO LARGE WHITE HOUSE AND AZIMUTH MARK ON
 RZ1709'RIGHT.  CONTINUE 1.9 MILES TO THE CROM RANCH HOUSE ON RIGHT.  TURN
 RZ1709'RIGHT, OFF THE HIGHWAY, AND GO E THROUGH THE FARMYARD TO PICK UP
 RZ1709'A FIELD ROAD LEADING E.  FOLLOW THE MAIN FIELD ROAD E AND S
 RZ1709'ALONG THE CREST OF THE RIDGE TO THE VICINITY OF THE FENCE LINE
 RZ1709'INTERSECTION AND THE STATION SITE, A DISTANCE OF 1.4 MILES
 RZ1709'FROM THE RANCH HOUSE AND THE HIGHWAY.
 RZ1709
 RZ1709                          STATION RECOVERY (1947)
 RZ1709
 RZ1709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 RZ1709'RECOVERED IN GOOD CONDITION.
 RZ1709
 RZ1709                          STATION RECOVERY (1949)
 RZ1709
 RZ1709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 RZ1709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2972 ***********************************************************************
 SY2972  DESIGNATION -  CROM 2
 SY2972  PID         -  SY2972
 SY2972  STATE/COUNTY-  WA/PIERCE
 SY2972  USGS QUAD   -  GIG HARBOR (1994)
 SY2972
 SY2972                         *CURRENT SURVEY CONTROL
 SY2972  ___________________________________________________________________
 SY2972* NAD 83(1991)-  47 16 14.90134(N)    122 37 03.41091(W)     ADJUSTED  
 SY2972* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 SY2972  ___________________________________________________________________
 SY2972  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 SY2972  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY2972
 SY2972  HORZ ORDER  -  SECOND
 SY2972
 SY2972.The horizontal coordinates were established by classical geodetic methods
 SY2972.and adjusted by the National Geodetic Survey in December 1991..
 SY2972
 SY2972.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2972
 SY2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2972
 SY2972.The geoid height was determined by GEOID03.
 SY2972
 SY2972;                    North         East     Units Scale Factor Converg.
 SY2972;SPC WA S     -   217,509.308   339,779.765   MT  0.99998629   -1 32 17.6
 SY2972;SPC WA S     -   713,611.79  1,114,760.78   sFT  0.99998629   -1 32 17.6
 SY2972;UTM  10      - 5,235,329.405   528,923.875   MT  0.99961028   +0 16 51.2
 SY2972
 SY2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2972!SPC WA S     -   1.00000321  x   0.99998629  =   0.99998950
 SY2972!UTM  10      -   1.00000321  x   0.99961028  =   0.99961349
 SY2972
 SY2972|---------------------------------------------------------------------|
 SY2972| PID    Reference Object                     Distance      Geod. Az  |
 SY2972|                                                           dddmmss.s |
 SY2972| CE3493 CROM 2 RM 3                           8.662 METERS 09241     |
 SY2972| SY3003 TANGLEWOOD IS TOWER FS              APPROX. 1.8 KM 2670740.3 |
 SY2972| CE3494 CROM 2 RM 4                           8.555 METERS 32251     |
 SY2972|---------------------------------------------------------------------|
 SY2972
 SY2972                          SUPERSEDED SURVEY CONTROL
 SY2972
 SY2972  NAD 83(1986)-  47 16 14.89616(N)    122 37 03.42131(W) AD(       ) 2
 SY2972  NAD 27      -  47 16 15.54584(N)    122 36 58.96688(W) AD(       ) 2
 SY2972  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 SY2972
 SY2972.Superseded values are not recommended for survey control.
 SY2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2972.See file dsdata.txt to determine how the superseded data were derived.
 SY2972
 SY2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2892435329(NAD 83)
 SY2972_MARKER: DH = HORIZONTAL CONTROL DISK
 SY2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY2972_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY2972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY2972+STABILITY: SURFACE MOTION
 SY2972
 SY2972  HISTORY     - Date     Condition        Report By
 SY2972  HISTORY     - 1979     MONUMENTED       NGS
 SY2972
 SY2972                          STATION DESCRIPTION
 SY2972
 SY2972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SY2972'THE STATION IS LOCATED ON THE BEACH ABOUT 0.7 MILE NORTHWEST OF
 SY2972'MAGNOLIA HEIGHTS, 0.5 MILE SOUTHEAST OF THE SMALL SETTLEMENT OF
 SY2972'CROMWELL AND ON THE NORTH SHORE OF HALE PASSAGE.
 SY2972'
 SY2972'TO REACH THE STATION FROM THE NORTH END OF THE FOX ISLAND BRIDGE,
 SY2972'GO NORTHEAST ON WARREN ROAD FOR 1.5 MILES TO WHERE THE MAIN ROAD
 SY2972'TURNS SOUTH, TURN RIGHT, GO SOUTH FOR 0.5 MILE TO A SIDEROAD LEFT,
 SY2972'CONTINUE SOUTH, DOWNHILL FOR 0.3 MILE TO A SIDE ROAD RIGHT,
 SY2972'LEADING TO CROMWELL, CONTINUE SOUTH AND EAST ALONG THE SHORELINE
 SY2972'FOR 0.5 MILE TO THE STATION ON THE RIGHT AND A PINK HOUSE ON THE
 SY2972'LEFT.
 SY2972'
 SY2972'THE STATION IS A STANDARD NGS DISK
 SY2972'STAMPED---CROM 2 1979---,
 SY2972'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 SY2972'FLUSH WITH GROUND.  IT IS LOCATED
 SY2972'SOUTHWEST OF THE CONCRETE SEAWALL.
 SY2972'AND COVERED AT HIGH TIDE.
 SY2972'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 SY2972'STAMPED---CROM 2 1979---,
 SY2972'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METER BELOW THE SURFACE.
 SY2972'
 SY2972'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 SY2972'STAMPED---CROM 2 NO 3 1979---,
 SY2972'SET IN A DRILL HOLE ON TOP OF THE CONCRETE SEAWALL.
 SY2972'MARK IS ABOVE STATION 1 METER.
 SY2972'
 SY2972'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 SY2972'STAMPED---CROM 2 NO 4 1979---,
 SY2972'SET IN A DRILL HOLE ON TOP OF THE CONCRETE SEAWALL.
 SY2972'MARK IS ABOVE STATION 1 METER.
 SY2972'
 SY2972'HEIGHT OF SIGNAL ABOVE THE MARK WAS 2.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5174 ***********************************************************************
 SY5174  DESIGNATION -  CROOK 1916
 SY5174  PID         -  SY5174
 SY5174  STATE/COUNTY-  WA/KITSAP
 SY5174  USGS QUAD   -  SUQUAMISH (1981)
 SY5174
 SY5174                         *CURRENT SURVEY CONTROL
 SY5174  ___________________________________________________________________
 SY5174* NAD 83(1991)-  47 41 35.72023(N)    122 33 57.33244(W)     ADJUSTED  
 SY5174* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5174  ___________________________________________________________________
 SY5174  LAPLACE CORR-         -11.72  (seconds)                    DEFLEC99
 SY5174  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 SY5174
 SY5174  HORZ ORDER  -  THIRD
 SY5174
 SY5174.The horizontal coordinates were established by classical geodetic methods
 SY5174.and adjusted by the National Geodetic Survey in December 1991..
 SY5174
 SY5174.The orthometric height was scaled from a topographic map.
 SY5174
 SY5174.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5174
 SY5174.The geoid height was determined by GEOID03.
 SY5174
 SY5174;                    North         East     Units Scale Factor Converg.
 SY5174;SPC WA N     -    78,541.404   369,955.039   MT  0.99996956   -1 17 23.8
 SY5174;SPC WA N     -   257,681.26  1,213,760.82   sFT  0.99996956   -1 17 23.8
 SY5174;UTM  10      - 5,282,299.023   532,571.444   MT  0.99961304   +0 19 15.7
 SY5174
 SY5174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5174!SPC WA N     -   1.00000299  x   0.99996956  =   0.99997255
 SY5174!UTM  10      -   1.00000299  x   0.99961304  =   0.99961602
 SY5174
 SY5174                          SUPERSEDED SURVEY CONTROL
 SY5174
 SY5174  NAD 83(1986)-  47 41 35.71562(N)    122 33 57.33754(W) AD(       ) 3
 SY5174  NAD 27      -  47 41 36.37100(N)    122 33 52.84600(W) AD(       ) 3
 SY5174
 SY5174.Superseded values are not recommended for survey control.
 SY5174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5174.See file dsdata.txt to determine how the superseded data were derived.
 SY5174
 SY5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3257182299(NAD 83)
 SY5174_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5174_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 SY5174_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SY5174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5174
 SY5174  HISTORY     - Date     Condition        Report By
 SY5174  HISTORY     - 1916     MONUMENTED       CGS
 SY5174  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5174  HISTORY     - 19990301 MARK NOT FOUND   USPSQD
 SY5174
 SY5174                          STATION DESCRIPTION
 SY5174
 SY5174'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY5174'THIS STATION IS AT A POINT WHERE THE SHORE OF BAINBRIDGE ISLAND
 SY5174'RUNS ALMOST N AND S TRUE AND IS ABOUT ONE FOURTH THE DISTANCE FROM
 SY5174'THE OLD SEABOLD DOCK TO THE NEW SEABOLD DOCK.  THE GRAVEL BEACH
 SY5174'HERE IS ALMOST 100 FEET BROAD AND FROM THIS POINT SOUTHWARD TO
 SY5174'THE DOCK HAS MANY SMALL BOULDERS.  A SMALL BIGHT LIES TO
 SY5174'NORTHWARD.  A TALL TREE IS JUST IN RANGE WITH THE HIGHEST PEAK
 SY5174'OF THE OLYMPICS.
 SY5174'
 SY5174'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5174'CONCRETE IN THE TOP OF A TILE AS DESCRIBED IN NOTES 6A AND 13A.
 SY5174'
 SY5174'WITNESS MARK IS A TREE MARKED WITH A TRIANGULAR BLAZE WITH A NAIL
 SY5174'AT THE CENTER AND EACH APEX OF THE TRIANGLE, AS DESCRIBED IN NOTE
 SY5174'15A.
 SY5174
 SY5174                          STATION RECOVERY (1934)
 SY5174
 SY5174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5174'STATION PROBABLY DESTROYED BY WAVE ACTION.  LOCAL PEOPLE SAID THAT
 SY5174'MARK WAS SEEN LYING ON ITS SIDE SEVERAL YEARS AGO.  COULD NOT FIND
 SY5174'REFERENCE MARK OR WITNESS MARK.
 SY5174'
 SY5174'NEW STATION CROOK 2 (1934) ESTABLISHED.
 SY5174
 SY5174                          STATION RECOVERY (1999)
 SY5174
 SY5174'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY5174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5172 ***********************************************************************
 SY5172  DESIGNATION -  CROOK 2
 SY5172  PID         -  SY5172
 SY5172  STATE/COUNTY-  WA/KITSAP
 SY5172  USGS QUAD   -  SUQUAMISH (1981)
 SY5172
 SY5172                         *CURRENT SURVEY CONTROL
 SY5172  ___________________________________________________________________
 SY5172* NAD 83(1991)-  47 41 35.12235(N)    122 33 57.28209(W)     ADJUSTED  
 SY5172* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5172  ___________________________________________________________________
 SY5172  LAPLACE CORR-         -11.72  (seconds)                    DEFLEC99
 SY5172  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 SY5172
 SY5172  HORZ ORDER  -  SECOND
 SY5172
 SY5172.The horizontal coordinates were established by classical geodetic methods
 SY5172.and adjusted by the National Geodetic Survey in December 1991..
 SY5172
 SY5172.The orthometric height was scaled from a topographic map.
 SY5172
 SY5172.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5172
 SY5172.The geoid height was determined by GEOID03.
 SY5172
 SY5172;                    North         East     Units Scale Factor Converg.
 SY5172;SPC WA N     -    78,522.921   369,955.672   MT  0.99996958   -1 17 23.8
 SY5172;SPC WA N     -   257,620.62  1,213,762.90   sFT  0.99996958   -1 17 23.8
 SY5172;UTM  10      - 5,282,280.571   532,572.596   MT  0.99961304   +0 19 15.7
 SY5172
 SY5172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5172!SPC WA N     -   1.00000299  x   0.99996958  =   0.99997257
 SY5172!UTM  10      -   1.00000299  x   0.99961304  =   0.99961602
 SY5172
 SY5172|---------------------------------------------------------------------|
 SY5172| PID    Reference Object                     Distance      Geod. Az  |
 SY5172|                                                           dddmmss.s |
 SY5172| CF6485 CROOK 2 RM                           11.650 METERS 20601     |
 SY5172| SY5141 SPIT                                APPROX. 1.7 KM 2612330.9 |
 SY5172|---------------------------------------------------------------------|
 SY5172
 SY5172                          SUPERSEDED SURVEY CONTROL
 SY5172
 SY5172  NAD 83(1986)-  47 41 35.11772(N)    122 33 57.28720(W) AD(       ) 2
 SY5172  NAD 27      -  47 41 35.77400(N)    122 33 52.79700(W) AD(       ) 2
 SY5172
 SY5172.Superseded values are not recommended for survey control.
 SY5172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5172.See file dsdata.txt to determine how the superseded data were derived.
 SY5172
 SY5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3257382281(NAD 83)
 SY5172_MARKER: Z = SEE DESCRIPTION
 SY5172_SETTING: 0 = UNSPECIFIED SETTING
 SY5172
 SY5172  HISTORY     - Date     Condition        Report By
 SY5172  HISTORY     - 1934     MONUMENTED       CGS
 SY5172  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY5172
 SY5172                          STATION DESCRIPTION
 SY5172
 SY5172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5172'LOCATED ON A GRAVEL BEACH ON THE NW SHORE OF BAINBRIDGE ISLAND
 SY5172'ABOUT 0.1 MILE (NAUTICAL) N OF THE SEABOLD DOCK AND NEARLY DUE E
 SY5172'OF POINT BOLIN.  A STANDARD DISK SET IN A FLAT BOULDER ABOUT 10
 SY5172'FEET OUT FROM THE FOOT OF THE BANK.
 SY5172'
 SY5172'REFERENCE MARK IS A STANDARD DISK IN A SQUARISH BOULDER TO THE SW
 SY5172'ABOUT 25 FEET OUT FROM THE FOOT OF THE BANK.  THERE IS A SUMMER
 SY5172'COTTAGE ABOUT 50 METERS TO THE N.
 SY5172
 SY5172                          STATION RECOVERY (1961)
 SY5172
 SY5172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SY5172'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE DISK FOR
 SY5172'THE REFERENCE MARK HAD BEEN BROKEN OFF.  THE STEM IS STILL IN
 SY5172'PLACE AND SOLID.  THE REFERENCE MARK FOR TRIANGULATION STATION
 SY5172'CROOK 1916 WAS FOUND WASHED OUT.  IT WAS ABOUT 31-FEET NORTHWEST
 SY5172'CROOK 2.
 SY5172'
 SY5172'TO REACH BY TRUCK FROM THE TOWN OF SUQUAMISH GO SOUTHWEST ON THE
 SY5172'PAVED ROAD FOR 1-1/2 MILES TO STATE HIGHWAY 21A, TURN LEFT GO
 SY5172'SOUTHEAST FOR ABOUT 0.3 MILE TO THE SOUTHEAST END OF THE AGATE
 SY5172'PASS BRIDGE, CONTINUE SOUTHEAST ON STATE HIGHWAY 21A FOR 1.5 MILES
 SY5172'TO A CROSS ROAD, TURN RIGHT, GO WEST FOR 0.6 MILE TO THE END OF
 SY5172'THE COUNTY ROAD AT THE WATER FRONT, PACK NORTH, ALONG THE BEACH
 SY5172'ABOUT 0.2 MILE TO THE STATION.  THIS IS ABOUT 60 YARDS SOUTH OF
 SY5172'A BEACH COTTAGE, NEARLY DUE EAST OF POINT BOLIN, 19.5 FEET
 SY5172'WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3326 ***********************************************************************
 SY3326  DESIGNATION -  CROS
 SY3326  PID         -  SY3326
 SY3326  STATE/COUNTY-  WA/THURSTON
 SY3326  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3326
 SY3326                         *CURRENT SURVEY CONTROL
 SY3326  ___________________________________________________________________
 SY3326* NAD 83(1991)-  47 09 26.03419(N)    122 55 30.33932(W)     ADJUSTED  
 SY3326* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3326  ___________________________________________________________________
 SY3326  LAPLACE CORR-          -8.37  (seconds)                    DEFLEC99
 SY3326  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 SY3326
 SY3326  HORZ ORDER  -  THIRD
 SY3326
 SY3326.The horizontal coordinates were established by classical geodetic methods
 SY3326.and adjusted by the National Geodetic Survey in December 1991..
 SY3326
 SY3326.The orthometric height was scaled from a topographic map.
 SY3326
 SY3326.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3326
 SY3326.The geoid height was determined by GEOID03.
 SY3326
 SY3326;                    North         East     Units Scale Factor Converg.
 SY3326;SPC WA S     -   205,558.883   316,134.322   MT  0.99996447   -1 45 41.7
 SY3326;SPC WA S     -   674,404.44  1,037,184.02   sFT  0.99996447   -1 45 41.7
 SY3326;UTM  10      - 5,222,639.663   505,678.024   MT  0.99960040   +0 03 17.7
 SY3326
 SY3326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3326!SPC WA S     -   1.00000327  x   0.99996447  =   0.99996774
 SY3326!UTM  10      -   1.00000327  x   0.99960040  =   0.99960367
 SY3326
 SY3326:                Primary Azimuth Mark                     Grid Az
 SY3326:SPC WA S     -  UNS                                      065 40 57.8
 SY3326:UTM  10      -  UNS                                      063 51 58.4
 SY3326
 SY3326|---------------------------------------------------------------------|
 SY3326| PID    Reference Object                     Distance      Geod. Az  |
 SY3326|                                                           dddmmss.s |
 SY3326| SY3367 UNS                                 APPROX. 2.7 KM 0635516.1 |
 SY3326| CE3495 CROS RM 1                             8.770 METERS 35931     |
 SY3326|---------------------------------------------------------------------|
 SY3326
 SY3326                          SUPERSEDED SURVEY CONTROL
 SY3326
 SY3326  NAD 83(1986)-  47 09 26.03144(N)    122 55 30.34770(W) AD(       ) 3
 SY3326  NAD 27      -  47 09 26.68400(N)    122 55 25.84200(W) AD(       ) 3
 SY3326
 SY3326.Superseded values are not recommended for survey control.
 SY3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3326.See file dsdata.txt to determine how the superseded data were derived.
 SY3326
 SY3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0567822640(NAD 83)
 SY3326_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3326
 SY3326  HISTORY     - Date     Condition        Report By
 SY3326  HISTORY     - 1936     MONUMENTED       CGS
 SY3326  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY3326
 SY3326                          STATION DESCRIPTION
 SY3326
 SY3326'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3326'STATION IS LOCATED ON THE NW SHORE JUST OUTSIDE THE ENTRANCE TO
 SY3326'ELD INLET.  AT THE STATION THE CAPITOL DOME LIES JUST E OF THE
 SY3326'CENTER OF BUDD INLET.  THE STATION IS ABOUT 20 FEET SW OF THE
 SY3326'CORNER OF THE ONLY COTTAGE ON THE BEACH IN THIS AREA.  A STREAM
 SY3326'ENTERS THE INLET AT THE N SIDE OF THE HOUSE.  IT IS ABOUT ELEVEN
 SY3326'FEET OUT FROM A LOG BULKHEAD.  NO SUB-SURFACE MARK.
 SY3326'
 SY3326'STATION MARK AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS
 SY3326'SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11C.
 SY3326'
 SY3326'REFERENCE MARK NO.1 IS SET IN A DRILL HOLE IN THE CORNER OF
 SY3326'CONCRETE SUPPORTING THE CENTER PILE OF THE COTTAGE.  ONLY ONE
 SY3326'MARK SET.
 SY3326
 SY3326                          STATION RECOVERY (1987)
 SY3326
 SY3326'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRT)
 SY3326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0263 ***********************************************************************
 SW0263  DESIGNATION -  CROSS
 SW0263  PID         -  SW0263
 SW0263  STATE/COUNTY-  WA/ADAMS
 SW0263  USGS QUAD   -  REIMAN SW (1982)
 SW0263
 SW0263                         *CURRENT SURVEY CONTROL
 SW0263  ___________________________________________________________________
 SW0263* NAD 83(1991)-  47 05 26.98398(N)    118 39 24.77878(W)     ADJUSTED  
 SW0263* NAVD 88     -       476.410  (meters)    1563.02   (feet)  ADJUSTED  
 SW0263  ___________________________________________________________________
 SW0263  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 SW0263  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 SW0263  DYNAMIC HT  -         476.431 (meters)    1563.09  (feet)  COMP
 SW0263  MODELED GRAV-     980,643.7   (mgal)                       NAVD 88
 SW0263
 SW0263  HORZ ORDER  -  THIRD
 SW0263  VERT ORDER  -  SECOND    CLASS 0
 SW0263
 SW0263.The horizontal coordinates were established by classical geodetic methods
 SW0263.and adjusted by the National Geodetic Survey in December 1991..
 SW0263
 SW0263.The orthometric height was determined by differential leveling
 SW0263.and adjusted by the National Geodetic Survey in June 1991..
 SW0263
 SW0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0263
 SW0263.The geoid height was determined by GEOID03.
 SW0263
 SW0263.The dynamic height is computed by dividing the NAVD 88
 SW0263.geopotential number by the normal gravity value computed on the
 SW0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0263.degrees latitude (g = 980.6199 gals.).
 SW0263
 SW0263.The modeled gravity was interpolated from observed gravity values.
 SW0263
 SW0263;                    North         East     Units Scale Factor Converg.
 SW0263;SPC WA S     -   196,985.107   639,923.133   MT  0.99995355   +1 20 19.8
 SW0263;SPC WA S     -   646,275.31  2,099,481.15   sFT  0.99995355   +1 20 19.8
 SW0263;UTM  11      - 5,216,589.589   374,249.401   MT  0.99979435   -1 12 49.4
 SW0263
 SW0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0263!SPC WA S     -   0.99992849  x   0.99995355  =   0.99988204
 SW0263!UTM  11      -   0.99992849  x   0.99979435  =   0.99972285
 SW0263
 SW0263|---------------------------------------------------------------------|
 SW0263| PID    Reference Object                     Distance      Geod. Az  |
 SW0263|                                                           dddmmss.s |
 SW0263| SW0262 CROSS RM 1                            9.897 METERS 03748     |
 SW0263| SW0255 WIND                                APPROX. 2.8 KM 0744103.5 |
 SW0263| SW0261 CROSS RM 2                            9.590 METERS 30200     |
 SW0263|---------------------------------------------------------------------|
 SW0263
 SW0263                          SUPERSEDED SURVEY CONTROL
 SW0263
 SW0263  NAD 83(1986)-  47 05 26.99500(N)    118 39 24.77214(W) AD(       ) 3
 SW0263  NAD 27      -  47 05 27.46800(N)    118 39 20.82400(W) AD(       ) 3
 SW0263  NGVD 29 (??/??/92)  475.275  (m)         1559.30   (f) ADJ UNCH    2 0
 SW0263
 SW0263.Superseded values are not recommended for survey control.
 SW0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0263.See file dsdata.txt to determine how the superseded data were derived.
 SW0263
 SW0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN7424916590(NAD 83)
 SW0263_MARKER: DS = TRIANGULATION STATION DISK
 SW0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0263_STAMPING: CROSS 1957
 SW0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0263+STABILITY: SURFACE MOTION
 SW0263
 SW0263  HISTORY     - Date     Condition        Report By
 SW0263  HISTORY     - 1957     MONUMENTED       CGS
 SW0263  HISTORY     - 1968     GOOD             CGS
 SW0263  HISTORY     - 1968     GOOD             NGS
 SW0263
 SW0263                          STATION DESCRIPTION
 SW0263
 SW0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW0263'THE STATION IS ABOUT 31 MILES EAST OF MOSES LAKE, 14 MILES WEST OF
 SW0263'RITZVILLE, 8 MILES NORTH OF LIND, IN AN AREA COVERED WITH SAGEBRUSH.
 SW0263'
 SW0263'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 4B AND
 SW0263'U.S. HIGHWAY 10, ABOUT 31 MILES EAST OF MOSES LAKE, GO EAST ON
 SW0263'HIGHWAY 10 FOR 0.1 MILE TO A TRACK ROAD LEFT.  TURN LEFT, NORTH,
 SW0263'AND GO ON THE TRACK ROAD THROUGH SAGEBRUSH FOR 0.1 MILE TO THE
 SW0263'EDGE OF A CULTIVATED FIELD.  TURN RIGHT, EAST, AND GO ALONG THE
 SW0263'EDGE OF THE CULTIVATED FIELD FOR 0.2 MILE.  TURN RIGHT, SOUTH,
 SW0263'AND GO THROUGH THE SAGEBRUSH FOR 75 FEET TO THE STATION.
 SW0263'
 SW0263'THE STATION MARK IS A STANDARD DISK, STAMPED CROSS 1957, SET IN
 SW0263'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 SW0263'INCHES.  IT IS 75 FEET SOUTH OF THE SOUTH EDGE OF THE CULTIVATED
 SW0263'FIELD, 3 FEET SOUTH OF A WHITE WITNESS POST AND ABOUT 500 FEET
 SW0263'NORTH OF HIGHWAY 10.
 SW0263'
 SW0263'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROSS NO 1 1957,
 SW0263'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SW0263'2 INCHES.  IT IS 51 FEET SOUTH OF THE SOUTH EDGE OF THE
 SW0263'CULTIVATED FIELD AND 31 FEET NORTHEAST OF THE WHITE WITNESS POST.
 SW0263'
 SW0263'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROSS NO 2 1957, SET
 SW0263'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SW0263'2 INCHES.  IT IS 62 FEET SOUTH OF THE SOUTH EDGE OF THE CULTIVATED
 SW0263'FIELD AND 29 FEET NORTHWEST OF THE WHITE WITNESS POST.
 SW0263'
 SW0263'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 SW0263
 SW0263                          STATION RECOVERY (1968)
 SW0263
 SW0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SW0263'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 SW0263'GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 SW0263'
 SW0263'THE STATION IS ABOUT 15 MILES EAST OF THE GRANT-ADAMS COUNTY LINE,
 SW0263'13 MILES WEST OF RITZVILLE, 0.3 MILE EAST OF STATE HIGHWAY 21,
 SW0263'150 YARDS NORTH OF U.S. HIGHWAY 10 IN SEC 34, T19N, R33E.
 SW0263'
 SW0263'THE STATION MARK, STAMPED CROSS 1957, IS A STANDARD DISK SET IN A
 SW0263'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ABOUT 100
 SW0263'YARDS WEST OF THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 75 FEET
 SW0263'SOUTH OF THE SOUTH EDGE OF THE FIELD, ON THE UNCULTIVATED SOUTHERN
 SW0263'SLOPE OF A RIDGE AND 2 FEET SOUTH OF A METAL WITNESS POST.
 SW0263'
 SW0263'REFERENCE MARK NO. 1, STAMPED CROSS NO 1 1957, IS A STANDARD DISK
 SW0263'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 32.5
 SW0263'FEET NORTHEAST OF THE STATION MARK.
 SW0263'
 SW0263'REFERENCE MARK NO. 2 STAMPED CROSS NO 2 1957, IS A STANDARD DISK
 SW0263'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND IS 31.5
 SW0263'FEET NORTHWEST OF THE STATION MARK.
 SW0263'
 SW0263'TO REACH FROM THE EASTERN JUNCTION OF U.S. HIGHWAY 10 AND STATE
 SW0263'HIGHWAY 21, WHICH IS 14-1/4 MILES WEST OF THE INTERSECTION OF
 SW0263'INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 261 AT RITZVILLE, GO EAST
 SW0263'ON U.S. HIGHWAY 10 FOR 0.1 MILE TO A TRACK ROAD LEFT, TURN LEFT
 SW0263'AND GO NORTHERLY 0.1 MILE TO A CULTIVATED FIELD, TURN RIGHT AND
 SW0263'GO EASTERLY ALONG THE SOUTH EDGE OF THE CULTIVATED FIELD FOR 0.2
 SW0263'MILE TO THE MARK.
 SW0263
 SW0263                          STATION RECOVERY (1968)
 SW0263
 SW0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0263'14.0 MI W FROM RITZVILLE.
 SW0263'MARK IS 14.0 MILES WEST ALONG INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY
 SW0263'10 FROM THE STATE HIGHWAY 261 OVERPASS AT RITZVILLE AND 0.3 MILE EAST
 SW0263'OF STATE HIGHWAY 21.  IT IS ABOUT 150 YARDS NORTH OF AND 40 FEET
 SW0263'HIGHER THAN THE HIGHWAY, ON THE UNCULTIVATED SOUTHERN SLOPE OF A
 SW0263'RIDGE, 100 YARDS WEST OF THE SOUTHEAST CORNER OF A CULTIVATED FIELD,
 SW0263'75 FEET SOUTH OF THE SOUTH EDGE OF THE CULTIVATED FIELD, A
 SW0263'TRIANGULATION STATION DISK SET IN A SQUARE CONCRETE POST WHICH
 SW0263'PROJECTS FOUR INCHES.  A METAL WITNESS POST WAS SET 2 FEET NORTH OF
 SW0263'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1217 ***********************************************************************
 SW1217  DESIGNATION -  CROSS
 SW1217  PID         -  SW1217
 SW1217  STATE/COUNTY-  WA/LINCOLN
 SW1217  USGS QUAD   -  SPRAGUE LAKE SW (1969)
 SW1217
 SW1217                         *CURRENT SURVEY CONTROL
 SW1217  ___________________________________________________________________
 SW1217* NAD 83(1991)-  47 16 05.54264(N)    118 09 02.06291(W)     ADJUSTED  
 SW1217* NAVD 88     -       639.8    (meters)    2099.     (feet)  VERTCON   
 SW1217  ___________________________________________________________________
 SW1217  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 SW1217  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 SW1217
 SW1217  HORZ ORDER  -  SECOND
 SW1217
 SW1217.The horizontal coordinates were established by classical geodetic methods
 SW1217.and adjusted by the National Geodetic Survey in December 1991..
 SW1217
 SW1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1217
 SW1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1217
 SW1217.The geoid height was determined by GEOID03.
 SW1217
 SW1217;                    North         East     Units Scale Factor Converg.
 SW1217;SPC WA N     -    33,358.553   702,986.009   MT  1.00005129   +1 59 50.5
 SW1217;SPC WA N     -   109,443.85  2,306,379.93   sFT  1.00005129   +1 59 50.5
 SW1217;SPC WA S     -   217,717.063   677,763.039   MT  0.99998575   +1 42 23.8
 SW1217;SPC WA S     -   714,293.40  2,223,627.57   sFT  0.99998575   +1 42 23.8
 SW1217;UTM  11      - 5,235,611.540   412,966.170   MT  0.99969309   -0 50 42.7
 SW1217
 SW1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1217!SPC WA N     -   0.99990277  x   1.00005129  =   0.99995405
 SW1217!SPC WA S     -   0.99990277  x   0.99998575  =   0.99988852
 SW1217!UTM  11      -   0.99990277  x   0.99969309  =   0.99959589
 SW1217
 SW1217|---------------------------------------------------------------------|
 SW1217| PID    Reference Object                     Distance      Geod. Az  |
 SW1217|                                                           dddmmss.s |
 SW1217| CF1304 CROSS RM 1                           25.205 METERS 04306     |
 SW1217| SW1212 CON                                 APPROX. 6.1 KM 0744707.2 |
 SW1217| CF1305 CROSS RM 2                           24.898 METERS 31545     |
 SW1217|---------------------------------------------------------------------|
 SW1217
 SW1217                          SUPERSEDED SURVEY CONTROL
 SW1217
 SW1217  NAD 83(1986)-  47 16 05.55541(N)    118 09 02.05718(W) AD(       ) 2
 SW1217  NAD 27      -  47 16 05.99200(N)    118 08 58.18700(W) AD(       ) 2
 SW1217  NGVD 29 (07/19/86)  638.6    (m)         2095.     (f) VERT ANG       
 SW1217
 SW1217.Superseded values are not recommended for survey control.
 SW1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1217.See file dsdata.txt to determine how the superseded data were derived.
 SW1217
 SW1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN1296635612(NAD 83)
 SW1217_MARKER: DS = TRIANGULATION STATION DISK
 SW1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1217
 SW1217  HISTORY     - Date     Condition        Report By
 SW1217  HISTORY     - 1956     MONUMENTED       CGS
 SW1217  HISTORY     - 1965     MARK NOT FOUND   CGS
 SW1217
 SW1217                          STATION DESCRIPTION
 SW1217
 SW1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SW1217'THE STATION IS ON CULTIVATED LAND OWNED BY A MR. HENNINGS.  IT IS
 SW1217'ABOUT 2.5 MILES NORTHWEST OF THE SOUTHWEST END OF LAKE COLVILLE,
 SW1217'ABOUT 2 MILES NORTH OF KEYSTONE, A GROUP OF GRAIN ELEVATORS AND A
 SW1217'RAILROAD SIDING, AND ABOUT 0.5 MILE NORTH OF THE LINCOLN-ADAMS
 SW1217'COUNTY LINE.
 SW1217'
 SW1217'TO REACH THE STATION FROM THE NORTHERN PACIFIC RAILROAD CROSSING
 SW1217'AT KEYSTONE, GO NORTH AND THEN NORTHEAST ON A GRAVELED ROAD FOR
 SW1217'1.55 MILES TO A WIRE GATE ON THE LEFT, WEST.  PASS THROUGH THE
 SW1217'GATE INTO FARM LAND AND GO NORTHWEST AND THEN NORTH FOR 0.9 MILE
 SW1217'TO THE CREST OF A RIDGE, JUST BEFORE REACHING A WIRE FENCE, AND
 SW1217'THE STATION.
 SW1217'
 SW1217'THE STATION IS A STANDARD DISK STAMPED CROSS 1956.  IT IS CEMENTED
 SW1217'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST SET IN THE GROUND
 SW1217'13 INCHES BELOW THE SURFACE.  THE MARK IS 59 FEET SOUTH OF A WIRE
 SW1217'FENCE AND A WHITE WITNESS POST SET IN THE FENCE LINE.
 SW1217'
 SW1217'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CROSS NO 1 1956.  IT IS
 SW1217'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE POST SET IN THE
 SW1217'GROUND AND PROJECTING 5 INCHES.  THE MARK IS SET IN THE EAST-WEST
 SW1217'FENCE LINE AND 57.4 FEET EAST OF THE WHITE WITNESS POST.
 SW1217'
 SW1217'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CROSS NO 2 1956.  IT
 SW1217'IS CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE POST SET IN
 SW1217'THE GROUND AND PROJECTING 3 INCHES.  THE MARK IS SET IN THE
 SW1217'EAST-WEST FENCE LINE AND 56 FEET WEST OF THE WHITE WITNESS POST.
 SW1217
 SW1217                          STATION RECOVERY (1965)
 SW1217
 SW1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1217'REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AS DESCRIBED.  THE
 SW1217'STATION MARK WAS NOT DUG FOR.  ADDITIONAL INFORMATION FOLLOWS--
 SW1217'
 SW1217'THE STATION IS NEAR THE NORTHWEST CORNER OF SECTION 34, T 21 N,
 SW1217'R 37 E., ABOUT 0.15 MILE EAST OF A T-FENCE CORNER, ON THE SUMMIT
 SW1217'OF A FLAT NORTH-SOUTH RIDGE WITH HIGHER GROUND TO THE WEST AND
 SW1217'NORTHWEST, ABOUT 0.2 MILE DISTANT.
 SW1217'
 SW1217'THE ORIGINAL WOODEN WITNESS POST IS STILL IN PLACE IN THE FENCE
 SW1217'LINE, AND A METAL WITNESS POST WAS SET 1 FOOT WEST OF REFERENCE
 SW1217'MARK NO. 1.
 SW1217'
 SW1217'THE FIELD TO THE NORTH OF THE STATION IS IN SOIL-BANK, TO THE
 SW1217'SOUTH IS IN CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0262 ***********************************************************************
 SW0262  DESIGNATION -  CROSS RM 1
 SW0262  PID         -  SW0262
 SW0262  STATE/COUNTY-  WA/ADAMS
 SW0262  USGS QUAD   -  REIMAN SW (1982)
 SW0262
 SW0262                         *CURRENT SURVEY CONTROL
 SW0262  ___________________________________________________________________
 SW0262* NAD 83(1986)-  47 05 27.     (N)    118 39 24.     (W)     SCALED    
 SW0262* NAVD 88     -       477.089  (meters)    1565.25   (feet)  ADJUSTED  
 SW0262  ___________________________________________________________________
 SW0262  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 SW0262  DYNAMIC HT  -         477.110 (meters)    1565.32  (feet)  COMP
 SW0262  MODELED GRAV-     980,643.7   (mgal)                       NAVD 88
 SW0262
 SW0262  VERT ORDER  -  SECOND    CLASS 0
 SW0262
 SW0262.The horizontal coordinates were scaled from a topographic map and have
 SW0262.an estimated accuracy of +/- 6 seconds.
 SW0262
 SW0262.The orthometric height was determined by differential leveling
 SW0262.and adjusted by the National Geodetic Survey in June 1991..
 SW0262
 SW0262.The geoid height was determined by GEOID03.
 SW0262
 SW0262.The dynamic height is computed by dividing the NAVD 88
 SW0262.geopotential number by the normal gravity value computed on the
 SW0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0262.degrees latitude (g = 980.6199 gals.).
 SW0262
 SW0262.The modeled gravity was interpolated from observed gravity values.
 SW0262
 SW0262;                    North         East    Units  Estimated Accuracy
 SW0262;SPC WA S     -   196,990.      639,940.      MT  (+/- 180 meters Scaled)
 SW0262
 SW0262                          SUPERSEDED SURVEY CONTROL
 SW0262
 SW0262  NGVD 29 (??/??/92)  475.954  (m)         1561.53   (f) ADJ UNCH    2 0
 SW0262
 SW0262.Superseded values are not recommended for survey control.
 SW0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0262.See file dsdata.txt to determine how the superseded data were derived.
 SW0262
 SW0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN742165(NAD 83)
 SW0262_MARKER: DB = BENCH MARK DISK
 SW0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0262_STAMPING: CROSS NO 1 1957
 SW0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0262+STABILITY: SURFACE MOTION
 SW0262
 SW0262  HISTORY     - Date     Condition        Report By
 SW0262  HISTORY     - 1957     MONUMENTED       CGS
 SW0262  HISTORY     - 1968     GOOD             NGS
 SW0262
 SW0262                          STATION DESCRIPTION
 SW0262
 SW0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SW0262'13.2 MI W FROM RITZVILLE.
 SW0262'13.20 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF U.S.
 SW0262'HIGHWAYS 10 AND 395 ON THE SOUTH SIDE OF RITZVILLE, ABOUT 0.3 MILE
 SW0262'EAST NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 10 AND STATE
 SW0262'HIGHWAY 4B, ON A SAGEBRUSH-COVERED SLOPE JUST NORTH OF U.S. HIGHWAY
 SW0262'10, BETWEEN THE HIGHWAY AND A CULTIVATED FIELD, 32.47 FEET NORTHEAST
 SW0262'OF TRIANGULATION STATION CROSS 1957.  A STANDARD DISK IN THE TOP OF A
 SW0262'CONCRETE POST
 SW0262
 SW0262                          STATION RECOVERY (1968)
 SW0262
 SW0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0261 ***********************************************************************
 SW0261  DESIGNATION -  CROSS RM 2
 SW0261  PID         -  SW0261
 SW0261  STATE/COUNTY-  WA/ADAMS
 SW0261  USGS QUAD   -  REIMAN SW (1982)
 SW0261
 SW0261                         *CURRENT SURVEY CONTROL
 SW0261  ___________________________________________________________________
 SW0261* NAD 83(1986)-  47 05 27.     (N)    118 39 24.     (W)     SCALED    
 SW0261* NAVD 88     -       477.004  (meters)    1564.97   (feet)  ADJUSTED  
 SW0261  ___________________________________________________________________
 SW0261  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 SW0261  DYNAMIC HT  -         477.025 (meters)    1565.04  (feet)  COMP
 SW0261  MODELED GRAV-     980,643.7   (mgal)                       NAVD 88
 SW0261
 SW0261  VERT ORDER  -  SECOND    CLASS 0
 SW0261
 SW0261.The horizontal coordinates were scaled from a topographic map and have
 SW0261.an estimated accuracy of +/- 6 seconds.
 SW0261
 SW0261.The orthometric height was determined by differential leveling
 SW0261.and adjusted by the National Geodetic Survey in June 1991..
 SW0261
 SW0261.The geoid height was determined by GEOID03.
 SW0261
 SW0261.The dynamic height is computed by dividing the NAVD 88
 SW0261.geopotential number by the normal gravity value computed on the
 SW0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0261.degrees latitude (g = 980.6199 gals.).
 SW0261
 SW0261.The modeled gravity was interpolated from observed gravity values.
 SW0261
 SW0261;                    North         East    Units  Estimated Accuracy
 SW0261;SPC WA S     -   196,990.      639,940.      MT  (+/- 180 meters Scaled)
 SW0261
 SW0261                          SUPERSEDED SURVEY CONTROL
 SW0261
 SW0261  NGVD 29 (??/??/92)  475.869  (m)         1561.25   (f) ADJ UNCH    2 0
 SW0261
 SW0261.Superseded values are not recommended for survey control.
 SW0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0261.See file dsdata.txt to determine how the superseded data were derived.
 SW0261
 SW0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN742165(NAD 83)
 SW0261_MARKER: DR = REFERENCE MARK DISK
 SW0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0261_STAMPING: CROSS NO 2 1957
 SW0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0261+STABILITY: SURFACE MOTION
 SW0261
 SW0261  HISTORY     - Date     Condition        Report By
 SW0261  HISTORY     - 1957     MONUMENTED       CGS
 SW0261  HISTORY     - 1968     GOOD             NGS
 SW0261
 SW0261                          STATION DESCRIPTION
 SW0261
 SW0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SW0261'13.2 MI W FROM RITZVILLE.
 SW0261'13.20 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF U.S.
 SW0261'HIGHWAYS 10 AND 395 ON THE SOUTH SIDE OF RITZVILLE, ABOUT 0.3 MILE
 SW0261'EAST NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 10 AND STATE
 SW0261'HIGHWAY 4B, ON A SAGEBRUSH-COVERED SLOPE JUST NORTH OF U.S. HIGHWAY
 SW0261'10, BETWEEN THE HIGHWAY AND A CULTIVATED FIELD, 31.47 FEET NORTHWEST
 SW0261'OF TRIANGULATION STATION CROSS 1957.  A DISK IN THE TOP OF A CONCRETE
 SW0261'POST PROJECTING 3 INCHES.
 SW0261
 SW0261                          STATION RECOVERY (1968)
 SW0261
 SW0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1185 ***********************************************************************
 SW1185  DESIGNATION -  CROSSOVER 1934
 SW1185  PID         -  SW1185
 SW1185  STATE/COUNTY-  WA/LINCOLN
 SW1185  USGS QUAD   -  LINCOLN (1985)
 SW1185
 SW1185                         *CURRENT SURVEY CONTROL
 SW1185  ___________________________________________________________________
 SW1185* NAD 83(1991)-  47 52 00.28213(N)    118 27 47.24314(W)     ADJUSTED  
 SW1185* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 SW1185  ___________________________________________________________________
 SW1185  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 SW1185  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 SW1185
 SW1185  HORZ ORDER  -  SECOND
 SW1185
 SW1185.The horizontal coordinates were established by classical geodetic methods
 SW1185.and adjusted by the National Geodetic Survey in December 1991..
 SW1185
 SW1185.The orthometric height was scaled from a topographic map.
 SW1185
 SW1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1185
 SW1185.The geoid height was determined by GEOID03.
 SW1185
 SW1185;                    North         East     Units Scale Factor Converg.
 SW1185;SPC WA N     -    99,096.778   677,296.216   MT  0.99995182   +1 45 52.8
 SW1185;SPC WA N     -   325,120.01  2,222,096.00   sFT  0.99995182   +1 45 52.8
 SW1185;UTM  11      - 5,302,525.852   390,578.001   MT  0.99974713   -1 05 06.5
 SW1185
 SW1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1185!SPC WA N     -   0.99992838  x   0.99995182  =   0.99988020
 SW1185!UTM  11      -   0.99992838  x   0.99974713  =   0.99967553
 SW1185
 SW1185:                Primary Azimuth Mark                     Grid Az
 SW1185:SPC WA N     -  HOUSTON 1934                             224 32 09.3
 SW1185:UTM  11      -  HOUSTON 1934                             227 23 08.6
 SW1185
 SW1185|---------------------------------------------------------------------|
 SW1185| PID    Reference Object                     Distance      Geod. Az  |
 SW1185|                                                           dddmmss.s |
 SW1185| SW1193 HOUSTON 1934                        APPROX. 1.6 KM 2261802.1 |
 SW1185| SW1205 PINE TOP IS                         APPROX. 1.2 KM 3335318.0 |
 SW1185|---------------------------------------------------------------------|
 SW1185
 SW1185                          SUPERSEDED SURVEY CONTROL
 SW1185
 SW1185  NAD 83(1986)-  47 52 00.29277(N)    118 27 47.23970(W) AD(       ) 2
 SW1185  NAD 27      -  47 52 00.73600(N)    118 27 43.25500(W) AD(       ) 2
 SW1185
 SW1185.Superseded values are not recommended for survey control.
 SW1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1185.See file dsdata.txt to determine how the superseded data were derived.
 SW1185
 SW1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP9057802526(NAD 83)
 SW1185_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1185_SETTING: 66 = SET IN ROCK OUTCROP
 SW1185_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1185
 SW1185  HISTORY     - Date     Condition        Report By
 SW1185  HISTORY     - 1934     MONUMENTED       BOR
 SW1185  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1185
 SW1185                          STATION DESCRIPTION
 SW1185
 SW1185'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1185'ABOUT 300 FEET S OF 1/4 SECS. 1-6, T. 27 N., RS. 34-35 E. WM, ON
 SW1185'HIGHEST POINT OF LARGE ROCKS WHICH RISE TO AN ELEVATION OF 1,500
 SW1185'FEET, ABOUT 700 FEET FROM WATER.
 SW1185'
 SW1185'TO REACH STATION FROM CRESTON, DRIVE E ON U.S. HIGHWAY 10.  TURN
 SW1185'LEFT ON GRAVEL ROAD AT 0.5 MILE.  FOLLOW GRAVEL ROAD TO 8.4 WHERE
 SW1185'ROAD FORKS ON SHARP CURVE, BEAR LEFT ACROSS WELSH CREEK AT 8.6
 SW1185'AND THROUGH FARMYARD TO GATE, 8.7.  8.8, FORK, BEAR LEFT.  8.9,
 SW1185'RIGHT AT FORK AND THROUGH GATE.  9.4, GATE, TURN RIGHT BETWEEN
 SW1185'FIELD AND BLUFF.  9.8, OLD RANCH, U.S.T.B.M. ON ROCK AT LEFT OF
 SW1185'ROAD.  10.8, THROUGH IRON GATE.  12.0, GATE.  12.4, CORNER OF
 SW1185'FIELD, TURN RIGHT ACROSS FLAT TOWARD HIGH ROCK POINT TO E.
 SW1185'12.8, LEAVE CAR AT FOOT OF ROCKS AND CLIMB TO STATION FROM SW
 SW1185'SIDE.
 SW1185'
 SW1185'STATION MARK IS SET ACCORDING TO NOTE 3.
 SW1185
 SW1185                          STATION RECOVERY (1947)
 SW1185
 SW1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1185'STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO NUMEROUS CHANGES
 SW1185'IN LOCAL CONDITIONS THE U.S.B.R. DESCRIPTION IS INADEQUATE.  A NEW
 SW1185'DESCRIPTION FOLLOWS--
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1532 ***********************************************************************
 TR1532  DESIGNATION -  CROW
 TR1532  PID         -  TR1532
 TR1532  STATE/COUNTY-  WA/JEFFERSON
 TR1532  USGS QUAD   -  NORDLAND (1973)
 TR1532
 TR1532                         *CURRENT SURVEY CONTROL
 TR1532  ___________________________________________________________________
 TR1532* NAD 83(1991)-  48 04 11.61237(N)    122 43 04.52732(W)     ADJUSTED  
 TR1532* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1532  ___________________________________________________________________
 TR1532  LAPLACE CORR-         -10.33  (seconds)                    DEFLEC99
 TR1532  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 TR1532
 TR1532  HORZ ORDER  -  THIRD
 TR1532
 TR1532.The horizontal coordinates were established by classical geodetic methods
 TR1532.and adjusted by the National Geodetic Survey in December 1991..
 TR1532
 TR1532.The orthometric height was scaled from a topographic map.
 TR1532
 TR1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1532
 TR1532.The geoid height was determined by GEOID03.
 TR1532
 TR1532;                    North         East     Units Scale Factor Converg.
 TR1532;SPC WA N     -   120,672.467   359,573.901   MT  0.99994260   -1 24 11.2
 TR1532;SPC WA N     -   395,906.25  1,179,702.04   sFT  0.99994260   -1 24 11.2
 TR1532;UTM  10      - 5,324,106.995   521,013.136   MT  0.99960543   +0 12 35.5
 TR1532
 TR1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1532!SPC WA N     -   1.00000299  x   0.99994260  =   0.99994559
 TR1532!UTM  10      -   1.00000299  x   0.99960543  =   0.99960842
 TR1532
 TR1532|---------------------------------------------------------------------|
 TR1532| PID    Reference Object                     Distance      Geod. Az  |
 TR1532|                                                           dddmmss.s |
 TR1532| CF7728 CROW RM 1                            14.606 METERS 24337     |
 TR1532| TR1545 ROCK 1941                           APPROX. 1.4 KM 3312305.7 |
 TR1532|---------------------------------------------------------------------|
 TR1532
 TR1532                          SUPERSEDED SURVEY CONTROL
 TR1532
 TR1532  NAD 83(1986)-  48 04 11.61205(N)    122 43 04.53192(W) AD(       ) 3
 TR1532  NAD 27      -  48 04 12.28800(N)    122 42 59.93100(W) AD(       ) 3
 TR1532
 TR1532.Superseded values are not recommended for survey control.
 TR1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1532.See file dsdata.txt to determine how the superseded data were derived.
 TR1532
 TR1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2101324107(NAD 83)
 TR1532_MARKER: Z = SEE DESCRIPTION
 TR1532_SETTING: 0 = UNSPECIFIED SETTING
 TR1532
 TR1532  HISTORY     - Date     Condition        Report By
 TR1532  HISTORY     - 1941     MONUMENTED       CGS
 TR1532  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1532
 TR1532                          STATION DESCRIPTION
 TR1532
 TR1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1532'LOCATED ON THE W SHORE OF KILISUT HARBOR, ON PROMINENT POINT,
 TR1532'ABOUT 1 MILE NW OF MOUTH OF MYSTERY BAY, AND 1.4 MILES S OF THE
 TR1532'N END OF KILISUT HARBOR.  IT IS ON GRAVEL SPIT, ABOUT 100 METERS
 TR1532'N OF JUNCTION OF GRAVEL SPIT WITH INDIAN ISLAND, 1-1/2 METERS
 TR1532'INSHORE FROM HIGH-WATER LINE, AND 14.5 METERS E OF TREE
 TR1532'LINE.  ELEVATION ABOUT 1-1/2 FEET ABOVE MEAN HIGH WATER.  THE
 TR1532'GRAVEL SPIT IS SEPARATED FROM FIRM LAND BY A DRIFTWOOD, WATER
 TR1532'FILLED SLOUGH.
 TR1532'
 TR1532'STATION IS MARKED BY A BRONZE STATION DISK SET IN TOP OF A
 TR1532'6- BY 6-INCH CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE THE
 TR1532'SURFACE.  NO UNDERGROUND MARK WAS SET.
 TR1532'
 TR1532'REFERENCE MARK 1 IS A BRONZE DISK SET IN TOP OF A 6-INCH IRON
 TR1532'PIPE FILLED WITH CONCRETE.  DISK IS STAMPED CROW 1941 NO 1.  IT
 TR1532'IS W OF THE STATION, ON SOLID GROUND, 1 METER INSHORE FROM TREE
 TR1532'LINE.  PROJECTS 8 INCHES ABOVE THE SURFACE.
 TR1532'
 TR1532'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TR1532
 TR1532                          STATION RECOVERY (1961)
 TR1532
 TR1532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1532'STATION PROBABLY DESTROYED.  REFERENCE MARK SEARCHED FOR BUT NOT
 TR1532'RECOVERED.  A 5X5-INCH CONCRETE MONUMENT WITH TRIANGULATION STATION
 TR1532'DISK (UNSTAMPED) WAS FOUND KNOCKED OUT OF GROUND AND LYING ON
 TR1532'GRAVEL SPIT IN APPROXIMATE LOCATION OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1097 ***********************************************************************
 SW1097  DESIGNATION -  CROW
 SW1097  PID         -  SW1097
 SW1097  STATE/COUNTY-  WA/LINCOLN
 SW1097  USGS QUAD   -  INKSTER LAKE (1985)
 SW1097
 SW1097                         *CURRENT SURVEY CONTROL
 SW1097  ___________________________________________________________________
 SW1097* NAD 83(1991)-  47 50 02.05138(N)    118 08 36.31630(W)     ADJUSTED  
 SW1097* NAVD 88     -       622.2    (meters)    2041.     (feet)  VERTCON   
 SW1097  ___________________________________________________________________
 SW1097  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 SW1097  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SW1097
 SW1097  HORZ ORDER  -  SECOND
 SW1097
 SW1097.The horizontal coordinates were established by classical geodetic methods
 SW1097.and adjusted by the National Geodetic Survey in December 1991..
 SW1097
 SW1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1097
 SW1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1097
 SW1097.The geoid height was determined by GEOID03.
 SW1097
 SW1097;                    North         East     Units Scale Factor Converg.
 SW1097;SPC WA N     -    96,233.776   701,328.968   MT  0.99995448   +2 00 09.7
 SW1097;SPC WA N     -   315,726.98  2,300,943.46   sFT  0.99995448   +2 00 09.7
 SW1097;UTM  11      - 5,298,472.402   414,433.049   MT  0.99968997   -0 50 51.2
 SW1097
 SW1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1097!SPC WA N     -   0.99990547  x   0.99995448  =   0.99985995
 SW1097!UTM  11      -   0.99990547  x   0.99968997  =   0.99959547
 SW1097
 SW1097:                Primary Azimuth Mark                     Grid Az
 SW1097:SPC WA N     -  SLIDE IS                                 126 51 23.0
 SW1097:UTM  11      -  SLIDE IS                                 129 42 23.9
 SW1097
 SW1097|---------------------------------------------------------------------|
 SW1097| PID    Reference Object                     Distance      Geod. Az  |
 SW1097|                                                           dddmmss.s |
 SW1097| SW1085 SLIDE IS                            APPROX. 5.2 KM 1285132.7 |
 SW1097| CF1306 CROW RM                               7.471 METERS 19236     |
 SW1097| SW1116 BURN                                APPROX. 5.0 KM 3411834.0 |
 SW1097|---------------------------------------------------------------------|
 SW1097
 SW1097                          SUPERSEDED SURVEY CONTROL
 SW1097
 SW1097  NAD 83(1986)-  47 50 02.05699(N)    118 08 36.31418(W) AD(       ) 2
 SW1097  NAD 27      -  47 50 02.48700(N)    118 08 32.39900(W) AD(       ) 2
 SW1097  NGVD 29 (07/19/86)  621.0    (m)         2037.     (f) VERT ANG       
 SW1097
 SW1097.Superseded values are not recommended for survey control.
 SW1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1097.See file dsdata.txt to determine how the superseded data were derived.
 SW1097
 SW1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN1443398472(NAD 83)
 SW1097_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1097_SETTING: 66 = SET IN ROCK OUTCROP
 SW1097
 SW1097  HISTORY     - Date     Condition        Report By
 SW1097  HISTORY     - 1935     MONUMENTED       BOR
 SW1097  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1097
 SW1097                          STATION DESCRIPTION
 SW1097
 SW1097'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1097'STATION IS LOCATED IN SE 1/4 SEC. 16, T. 27 N., R. 37 E. WM, NEAR
 SW1097'TOP OF RIDGE COVERED WITH GRANITE OUTCROPS AND RISING ABRUPTLY
 SW1097'FROM LEVEL FIELDS.  IT IS ON PROMINENT POINT ON FIRST NOSE N OF
 SW1097'SECTION LINE ON E SIDE OF MAIN RIDGE, ON FLAT OUTCROP ABOUT 450
 SW1097'FEET ABOVE FIELD.
 SW1097'
 SW1097'STATION IS REACHED FROM DAVENPORT BY DRIVING N ON STATE HIGHWAY
 SW1097'22.  AT 15.5 MILES (SHARP CURVE), TURN RIGHT OFF HIGHWAY 22.  15.7,
 SW1097'JUNCTION, PASS FARMHOUSE AND KEEP RIGHT ALONG FOOT OF RIDGE.  17.2,
 SW1097'FORK, KEEP RIGHT.  17.55, TURN RIGHT THROUGH FENCE, CROSS FIELD
 SW1097'BEARING TOWARD OLD ORCHARD AND PROJECTING NOSE AT RIGHT OF
 SW1097'DRAW.  17.8, LEAVE CAR HERE AND CLIMB TO STATION.
 SW1097'
 SW1097'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 2 AND 20A,
 SW1097'RESPECTIVELY.  TRIANGLE CHISELED AROUND CROSS ON R.M.
 SW1097'
 SW1097'HEIGHT OF STAND ABOVE STATION MARK 1.37 METERS.
 SW1097
 SW1097                          STATION RECOVERY (1947)
 SW1097
 SW1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1097'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 SW1097'DESCRIBED BY THE U.S.B.R. IN 1935.  THE DESCRIPTION IS ADEQUATE
 SW1097'EXCEPT FOR THE FOLLOWING ADDITIONS--
 SW1097'
 SW1097'STATION IS LOCATED ABOUT 12 MILES W OF LITTLE FALLS, AND ABOUT
 SW1097'1.2 MILES W OF THE SPOKANE RIVER.  IT IS A STANDARD
 SW1097'U.S.B.R. TRIANGULATION DISK, STAMPED CROW 1935, AND IS SET
 SW1097'ACCORDING TO NOTE 2.  A 4-FOOT WOODEN STAND ANCHORED IN A ROCK
 SW1097'CAIRN IS OVER THE STATION SITE.
 SW1097'
 SW1097'THE REFERENCE MARK IS A CROSS INSIDE A TRIANGLE IN OUTCROPPING
 SW1097'BEDROCK AND IS SE OF THE STATION.
 SW1097'
 SW1097'A NEW LOG (THE ORIGINAL LOG BY THE U.S.B.R. WAS NOT USED) ON HOW
 SW1097'TO REACH THE STATION IS SUBMITTED--TO REACH THE STATION FROM THE
 SW1097'S END OF THE SPOKANE RIVER BRIDGE (ABOUT 2 MILES W OF MILES, AND
 SW1097'JUST E OF THE MOUTH OF THE SPOKANE RIVER) PROCEED S ALONG STATE
 SW1097'HIGHWAY 22 FOR 11.35 MILES, TURN SHARP LEFT ON GRAVEL ROAD AND
 SW1097'CONTINUE ON THIS MAIN GRAVEL ROAD TOWARD THE SPOKANE RIVER FOR
 SW1097'1.95 MILES, TAKE RIGHT FORK (GRAVEL ROAD) AND GO 1.55 MILES, TURN
 SW1097'RIGHT OFF THE ROAD AND CUT ACROSS THE CULTIVATED FIELD TO THE N
 SW1097'SIDE OF AN OLD ORCHARD AND THE PROJECTING NOSE OF A GRANITE
 SW1097'RIDGE.  CLIMB THE NOSE OF THIS RIDGE TO THE STATION 9.8 METERS N
 SW1097'OF A FIR TREE WITH THE BRANCHES CLEARED OUT IN THE CENTER.  A
 SW1097'DEAD FIR TREE IS 7.6 METERS E OF THIS TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1473 ***********************************************************************
 RB1473  DESIGNATION -  CROW
 RB1473  PID         -  RB1473
 RB1473  STATE/COUNTY-  WA/BENTON
 RB1473  USGS QUAD   -  CROW BUTTE (1993)
 RB1473
 RB1473                         *CURRENT SURVEY CONTROL
 RB1473  ___________________________________________________________________
 RB1473* NAD 83(1991)-  45 50 58.91998(N)    119 50 29.16053(W)     ADJUSTED  
 RB1473* NAVD 88     -       205.4    (meters)     674.     (feet)  VERTCON   
 RB1473  ___________________________________________________________________
 RB1473  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 RB1473  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 RB1473
 RB1473  HORZ ORDER  -  SECOND
 RB1473
 RB1473.The horizontal coordinates were established by classical geodetic methods
 RB1473.and adjusted by the National Geodetic Survey in December 1991..
 RB1473
 RB1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1473
 RB1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1473
 RB1473.The geoid height was determined by GEOID03.
 RB1473
 RB1473;                    North         East     Units Scale Factor Converg.
 RB1473;SPC WA S     -    57,608.095   551,151.905   MT  0.99999633   +0 28 42.2
 RB1473;SPC WA S     -   189,002.56  1,808,237.54   sFT  0.99999633   +0 28 42.2
 RB1473;SPC OR N     -   242,797.677 2,551,150.344   MT  0.99996526   +0 28 01.4
 RB1473;SPC OR N     -   796,580.31  8,369,915.83   iFT  0.99996526   +0 28 01.4
 RB1473;UTM  11      - 5,081,274.979   279,388.838   MT  1.00019837   -2 02 22.5
 RB1473
 RB1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1473!SPC WA S     -   0.99997121  x   0.99999633  =   0.99996754
 RB1473!SPC OR N     -   0.99997121  x   0.99996526  =   0.99993647
 RB1473!UTM  11      -   0.99997121  x   1.00019837  =   1.00016958
 RB1473
 RB1473|---------------------------------------------------------------------|
 RB1473| PID    Reference Object                     Distance      Geod. Az  |
 RB1473|                                                           dddmmss.s |
 RB1473| CF4743 CROW RM 1                             7.914 METERS 07411     |
 RB1473| RB1474 CASTLE                              APPROX. 3.6 KM 1865909.6 |
 RB1473| RB1023 ROCK                                APPROX. 2.1 KM 2125239.9 |
 RB1473| CF4744 CROW RM 2                             9.893 METERS 35751     |
 RB1473|---------------------------------------------------------------------|
 RB1473
 RB1473                          SUPERSEDED SURVEY CONTROL
 RB1473
 RB1473  NAD 83(1991)-  45 50 58.92000(N)    119 50 29.16053(W) AD(       ) 2
 RB1473  NAD 83(1986)-  45 50 58.92929(N)    119 50 29.15183(W) AD(       ) 2
 RB1473  NAD 27      -  45 50 59.45300(N)    119 50 25.03900(W) AD(       ) 2
 RB1473  NGVD 29 (01/29/91)  204.4    (m)          671.     (f) VERT ANG       
 RB1473
 RB1473.Superseded values are not recommended for survey control.
 RB1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1473.See file dsdata.txt to determine how the superseded data were derived.
 RB1473
 RB1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL7938981275(NAD 83)
 RB1473_MARKER: DD = SURVEY DISK
 RB1473_SETTING: 80 = SET IN A BOULDER
 RB1473_SP_SET: BOULDER
 RB1473_STAMPING: CROW USE
 RB1473_MARK LOGO: USE   
 RB1473_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1473+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1990
 RB1473
 RB1473  HISTORY     - Date     Condition        Report By
 RB1473  HISTORY     - 1942     MONUMENTED       USE
 RB1473  HISTORY     - 1942     GOOD             USE
 RB1473  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RB1473  HISTORY     - 19900117 GOOD             MGSINC
 RB1473
 RB1473                          STATION DESCRIPTION
 RB1473
 RB1473'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB1473'STATION IS LOCATED ABOUT 2.3 MILES E OF CARLEY, 20.0 MILES ENE OF
 RB1473'ARLINGTON, 0.25 MILE N OF THE COLUMBIA RIVER, ON THE W END AND
 RB1473'HIGHEST PART OF CROW BUTTE.
 RB1473'
 RB1473'STATION, STAMPED CROW 1942, IS A STANDARD U.S.E. BRONZE DISK
 RB1473'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK THAT PROJECTS ABOUT
 RB1473'1.0 FOOT ABOVE THE GROUND.
 RB1473'
 RB1473'THERE IS NO UNDERGROUND MARK.
 RB1473'
 RB1473'REFERENCE MARK NO.1, STAMPED CROW NO.1 1942, IS A STANDARD
 RB1473'U.S.E. BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 RB1473'ROCK.  IT IS ABOUT SAME ELEVATION AS THE STATION.
 RB1473'
 RB1473'REFERENCE MARK NO.2, STAMPED CROW NO.2 1942, IS A STANDARD
 RB1473'U.S.E. BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 RB1473'ROCK.  IT IS ABOUT 2.0 FEET LOWER THAN THE STATION.
 RB1473'
 RB1473'STATION ROCK (U.S.E.) WAS USED AS AZIMUTH MARK.
 RB1473'
 RB1473'STATION IS REACHED AS FOLLOWS--
 RB1473'
 RB1473'FROM CARLEY GO E 2.8 MILES TO SIDE ROAD ON THE S.  TURN RIGHT
 RB1473'(S) ON SIDE ROAD AND PASS THROUGH GATE ON THE N SIDE OF
 RB1473'RAILROAD.  CROSS RAILROAD, PASS THROUGH GATE AND CONTINUE 0.1 MILE
 RB1473'TO END OF ROAD AT FARMHOUSE.  FROM HERE GO 1.0 MILE S ACROSS
 RB1473'COUNTRY TO STATION AT THE W END AND HIGHEST PART OF BUTTE.
 RB1473
 RB1473                          STATION RECOVERY (1942)
 RB1473
 RB1473'RECOVERY NOTE BY US ENGINEERS 1942
 RB1473'RECOVERED IN GOOD CONDITION.
 RB1473
 RB1473                          STATION RECOVERY (1959)
 RB1473
 RB1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RB1473'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  A
 RB1473'NEW DESCRIPTION FOLLOWS.
 RB1473'
 RB1473'STATION IS LOCATED ABOUT 5.0 MILES E OF ALDERDALE, 20.0 MILES ENE
 RB1473'OF ARLINGTON, 0.25 MILES N OF THE COLUMBIA RIVER, ON THE W END
 RB1473'AND HIGHEST PART OF CROW BUTTE.
 RB1473'
 RB1473'STATION, STAMPED CROW 1942, IS A U.S. ARMY ENGINEERS CONTROL
 RB1473'STATION BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK
 RB1473'THAT PROJECTS ABOUT 1 FOOT ABOVE GROUND.
 RB1473'
 RB1473'REFERENCE MARK NO. 1, STAMPED CROW RM 1 1942, IS A U. S. ARMY
 RB1473'ENGINEERS REFERENCE MARK BRONZE DISK CEMENTED IN A DRILL HOLE IN
 RB1473'OUTCROPPING ROCK.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 RB1473'
 RB1473'REFERENCE MARK NO. 2, STAMPED CROW RM 2 1942, IS A U.S. ARMY
 RB1473'ENGINEERS REFERENCE MARK BRONZE DISK CEMENTED IN A DRILL HOLE IN
 RB1473'OUTCROPPING ROCK.  IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 RB1473'THE STATION.
 RB1473'
 RB1473'STATION IS REACHED AS FOLLOWS--
 RB1473'
 RB1473'FROM THE HIGHWAY BRIDGE OVER ALDER CREEK, JUST W OF ALDERDALE, GO E
 RB1473'ON WASHINGTON STATE HIGHWAY 8 FOR 4.05 MILES TO A SIDE ROAD ON
 RB1473'THE RIGHT (S).  TURN RIGHT AND GO DOWN SIDE ROAD FOR 0.15 MILE TO
 RB1473'A ROAD FORK AT A FENCE CORNER.  TAKE LEFT FORK AND CONTINUE FOR
 RB1473'0.05 MILE TO TRACK ROAD INTERSECTION AND WIRE GATE ON LEFT
 RB1473'(N).  CONTINUE ALONG E-W FENCE FOR 0.75 MILE.  AT THIS POINT
 RB1473'TURN RIGHT (S) AND GO CROSS-COUNTRY 0.15 MILE TO STATION AT THE
 RB1473'W END AND HIGHEST PART OF BUTTE.
 RB1473'
 RB1473'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE NOT MEASURED AT
 RB1473'THIS TIME.
 RB1473'
 RB1473'STATION ROCK (U.S.E.), THE AZIMUTH MARK FOR CROW (U.S.E.), WAS NOT
 RB1473'SEARCHED FOR AT THIS TIME.
 RB1473
 RB1473                          STATION RECOVERY (1990)
 RB1473
 RB1473'RECOVERY NOTE BY MINISTER AND GLAESER 1990
 RB1473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1822 ***********************************************************************
 SC1822  DESIGNATION -  CROWN
 SC1822  PID         -  SC1822
 SC1822  STATE/COUNTY-  WA/WAHKIAKUM
 SC1822  USGS QUAD   -  SKAMOKAWA PASS (1985)
 SC1822
 SC1822                         *CURRENT SURVEY CONTROL
 SC1822  ___________________________________________________________________
 SC1822* NAD 83(1991)-  46 16 49.41705(N)    123 20 52.90469(W)     ADJUSTED  
 SC1822* NAVD 88     -       553.8    (meters)    1817.     (feet)  VERTCON   
 SC1822  ___________________________________________________________________
 SC1822  LAPLACE CORR-          11.71  (seconds)                    DEFLEC99
 SC1822  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 SC1822
 SC1822  HORZ ORDER  -  FIRST
 SC1822
 SC1822.The horizontal coordinates were established by classical geodetic methods
 SC1822.and adjusted by the National Geodetic Survey in December 1991..
 SC1822
 SC1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1822
 SC1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1822
 SC1822.The geoid height was determined by GEOID03.
 SC1822
 SC1822;                    North         East     Units Scale Factor Converg.
 SC1822;SPC WA S     -   109,227.322   280,562.668   MT  0.99992866   -2 04 07.7
 SC1822;SPC WA S     -   358,356.64    920,479.35   sFT  0.99992866   -2 04 07.7
 SC1822;SPC OR N     -   294,331.675 2,280,526.469   MT  1.00008344   -2 01 11.2
 SC1822;SPC OR N     -   965,655.10  7,482,042.22   iFT  1.00008344   -2 01 11.2
 SC1822;UTM  10      - 5,125,260.768   473,187.759   MT  0.99960884   -0 15 05.5
 SC1822
 SC1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1822!SPC WA S     -   0.99991648  x   0.99992866  =   0.99984514
 SC1822!SPC OR N     -   0.99991648  x   1.00008344  =   0.99999991
 SC1822!UTM  10      -   0.99991648  x   0.99960884  =   0.99952535
 SC1822
 SC1822|---------------------------------------------------------------------|
 SC1822| PID    Reference Object                     Distance      Geod. Az  |
 SC1822|                                                           dddmmss.s |
 SC1822| CE3046 CROWN RM 1                            4.560 METERS 08747     |
 SC1822| SC1760 NICKOLAI RIDGE                      APPROX.21.4 KM 2003023.7 |
 SC1822| CE3047 CROWN RM 2                            8.980 METERS 20459     |
 SC1822| SC1823 SPAR TREE 1934 NEAR CROWN            52.000 METERS 22129     |
 SC1822|---------------------------------------------------------------------|
 SC1822
 SC1822                          SUPERSEDED SURVEY CONTROL
 SC1822
 SC1822  NAD 83(1991)-  46 16 49.41712(N)    123 20 52.90463(W) AD(       ) 1
 SC1822  NAD 83(1986)-  46 16 49.43001(N)    123 20 52.89965(W) AD(       ) 1
 SC1822  NAD 27      -  46 16 50.03115(N)    123 20 48.43580(W) AD(       ) 1
 SC1822  NGVD 29 (07/19/86)  552.9    (m)         1814.     (f) VERT ANG       
 SC1822
 SC1822.Superseded values are not recommended for survey control.
 SC1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1822.See file dsdata.txt to determine how the superseded data were derived.
 SC1822
 SC1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7318825261(NAD 83)
 SC1822_MARKER: DS = TRIANGULATION STATION DISK
 SC1822_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SC1822_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SC1822
 SC1822  HISTORY     - Date     Condition        Report By
 SC1822  HISTORY     - 1934     MONUMENTED       CGS
 SC1822  HISTORY     - 1935     GOOD             CGS
 SC1822  HISTORY     - 1952     GOOD             USGS
 SC1822  HISTORY     - 1969     GOOD             BPA
 SC1822  HISTORY     - 1970     GOOD             NGS
 SC1822  HISTORY     - 1970     GOOD             NGS
 SC1822
 SC1822                          STATION DESCRIPTION
 SC1822
 SC1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 SC1822'THE STATION IS LOCATED ABOUT 5 MILES NE OF CATHLAMET ON A HIGH
 SC1822'SHARP HILL, RECENTLY LOGGED OFF, AND ON LAND BELONGING TO THE CROWN
 SC1822'WILLAMETTE PAPER COMPANY, CLOSE TO THE CORNER OF SECTIONS 5, 6, 7,
 SC1822'8, T 9 N, R W.
 SC1822'
 SC1822'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SC1822'CONCRETE, IN THE TOP OF A TILE.
 SC1822'
 SC1822'REACHED FROM CATHLAMET AS FOLLOWS--CONTINUE W AND N ON HIGHWAY 1.6
 SC1822'MILES TO FORK, TAKE RIGHT FORK AS PER ALCHOMEN VALLEY FOR 4.4 MILES
 SC1822'TO STEEL BRIDGE, GO STRAIGHT AHEAD AFTER CROSSING BRIDGE FOR 1.1
 SC1822'MILES, TURN LEFT UP SHORT GRADE AND GO 0.2 MILE, AND CROSS
 SC1822'RAILROAD TRACK.  CONTINUE ON MAIN-TRAVELED ROAD 2.4 MILES TO SIGN
 SC1822'READING THE FORKS, TAKE LEFT FORK AND GO 3.6 MILES TO SADDLE AND THE
 SC1822'END OF TRUCK TRAVEL.  FROM HERE GO IN A NORTHEASTERLY DIRECTION
 SC1822'ABOUT 300 YARDS TO THE TOP OF THE HILL AND STATION.
 SC1822
 SC1822                          STATION RECOVERY (1935)
 SC1822
 SC1822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 SC1822'THE STATION IS LOCATED ABOUT 5 MILES NE OF CATHLAMET ON A HIGH SHARP
 SC1822'HILL, RECENTLY LOGGED OFF, AND ON LAND BELONGING TO THE CROWN
 SC1822'WILLAMETTE PAPER COMPANY, CLOSE TO THE CORNER OF SECTIONS 5, 6, 7, 8,
 SC1822'T 9 N, R W.
 SC1822'
 SC1822'STATION AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE AS
 SC1822'
 SC1822'REACHED FROM CATHLAMET AS FOLLOWS--CONTINUE W AND N ON HIGHWAY 1.6
 SC1822'MILES TO FORK, TAKE RIGHT FORK AS PER ALCHOMEN VALLEY FOR 4.4 MILES
 SC1822'TO STEEL BRIDGE, GO STRAIGHT AHEAD AFTER CROSSING BRIDGE FOR 1.1
 SC1822'MILES, TURN LEFT UP SHORT GRADE AND GO 0.2 MILE AND CROSS RAILROAD
 SC1822'TRACK.  CONTINUE ON MAIN-TRAVELED ROAD 2.4 MILES TO SIGN READING
 SC1822'THE FORKS, TAKE LEFT FORK AND GO 3.6 MILES TO SADDLE AND THE END OF
 SC1822'TRUCK TRAVEL.  FROM HERE GO IN A NORTHEASTERLY DIRECTION ABOUT 300
 SC1822'YARDS TO THE TOP OF THE HILL AND STATION.
 SC1822
 SC1822                          STATION RECOVERY (1952)
 SC1822
 SC1822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC1822'RECOVERED AS DESCRIBED BY NGS.  RM 1 IS DESTROYED.  RM 2 NOT
 SC1822'FOUND.  NEW TO REACH FOLLOWS.
 SC1822'
 SC1822'TO REACH FROM CROWN WILLAMETTE HEADQUARTERS CAMP, FOLLOW DIRT RD.
 SC1822'2.6 MI N. TO RD. FORKS.  TAKE LEFT FORK FOLLOWING RD. 4.2 MI TO
 SC1822'END OF RD. AND STATION ON HIGHEST POINT OF TOP.
 SC1822'
 SC1822'STATION MARK--NGS DISK STAMPED---CROWN 1937---, CEMENTED IN TILE.
 SC1822
 SC1822                          STATION RECOVERY (1969)
 SC1822
 SC1822'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1969
 SC1822'TO REACH THE STATION FROM THE POST OFFICE IN CATHLAMET, WASHINGTON,
 SC1822'GO 0.1 MILES NORTH TO STATE HIGHWAY 4.  TURN LEFT ON HIGHWAY 4 AND
 SC1822'GO WEST 0.6 MILE TO SIDE ROAD RIGHT STATE ROAD 407.  TURN RIGHT ON
 SC1822'STATE ROAD 407 AND GO NORTH 5.0 MILES TO A SIDE ROAD LEFT AT THE
 SC1822'NORTH END OF A STEEL BRIDGE.  TURN LEFT AND GO 0.5 MILE TO A RAIL
 SC1822'GATE.  CONTINUE THROUGH GATE 0.2 MILES TO A FORK.  TAKE RIGHT FORK,
 SC1822'SIGN CROWN POINT, FOR 2.25 MILES TO A FORK.  TAKE LEFT FORK, SIGN
 SC1822'CT-E 100, AND GO 3.95 MILES TO END OF ROAD AND STATION IN CENTER OF
 SC1822'TURN AROUND.  THE STATION WAS FOUND IN GOOD CONDITION, REFERENCE
 SC1822'MARKS NOT FOUND.  CONSIDERABLE TREE CUTTING NECESSARY FOR LINE OF
 SC1822'SIGHT.
 SC1822
 SC1822                          STATION RECOVERY (1970)
 SC1822
 SC1822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SC1822'THE STATION MARK, STAMPED CROWN 1934, WAS RECOVERED IN GOOD
 SC1822'CONDITION.  BOTH REFERENCE MARKS HAVE BEEN DESTROYED.  IN VIEW OF THE
 SC1822'AMOUNT OF CLEARING NECESSARY TO SEE AN EXTERIOR STATION NEW
 SC1822'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS TIME.  A METAL WITNESS
 SC1822'POST WAS PLACED 1 FOOT EAST OF THE STATION MARK.  ROADS HAVE
 SC1822'CHANGED.  A NEW TO REACH FOLLOWS.
 SC1822'
 SC1822'TO REACH THE STATION FROM THE CATHLAMET POST OFFICE GO NORTHEAST ON
 SC1822'STATE HIGHWAY 409 FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY
 SC1822'4, TURN LEFT AND GO NORTH ON STATE HIGHWAY 4 FOR 0.6 MILE TO THE
 SC1822'JUNCTION WITH STATE HIGHWAY 407, TURN RIGHT AND GO EAST ON STATE
 SC1822'HIGHWAY 407 FOR 5.3 MILES TO ROSE CORNER, JUST AFTER CROSSING THE
 SC1822'STEEL BRIDGE OVER DUCK CREEK, TURN LEFT AND GO NORTH AND WEST ON THE
 SC1822'MACADAM ROAD FOR 0.7 MILE TO THE END OF THE MACADAM, AND A SIDE
 SC1822'ROAD AND SIGN ON THE RIGHT, CROWN POINT, TURN RIGHT AS PER SIGN
 SC1822'AND GO NORTHERLY ON THE GRAVELED ROAD FOR 2.4 MILES TO A FORK,
 SC1822'TAKE LEFT FORK NORTHWEST AND WESTERLY FOR 4.1 MILES TO THE END OF THE
 SC1822'ROAD AT A TURNAROUND AND THE STATION IN THE CENTER OF THE TURNAROUND.
 SC1822'
 SC1822'NOTE--THE STATION IS ON LAND OWNED BY CROWN ZELLERBACH CORP.
 SC1822'
 SC1822'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 8 MILES
 SC1822'NORTH-NORTHEAST OF CATHALAMET.
 SC1822
 SC1822                          STATION RECOVERY (1970)
 SC1822
 SC1822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SC1822'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 SC1822'MARKS WERE NOT FOUND, AND ARE BELEIVED DESTROYED.  TWO NEW
 SC1822'REFERENCE MARKS WERE ESTABLISHED.
 SC1822'
 SC1822'THE STATION IS ABOUT 5-1/2 MILES EAST OF SKAMOKAWA, 5 MILES
 SC1822'NORTHEAST OF CATHLAMET, ON A HILL KNOWN AS CROWN POINT, IN THE
 SC1822'APPROXIMATE CENTER OF THE NORTH HALF OF SECTION 7, T 9 N, R 5 W.
 SC1822'
 SC1822'THE STATION MARK, STAMPED CROWN 1934, IS A STANDARD DISK SET IN A
 SC1822'4-INCH DIAMETER SOIL PIPE WHICH PROJECTS 10 INCHES.  IT IS ON THE
 SC1822'5-FOOT HIGH MOUND WHICH IS CIRCLED BY THE TURN-AROUND LOOP ROAD AT
 SC1822'THE END OF THE WOODS ROAD, 10 FEET EAST OF THE WEST EDGE OF THE
 SC1822'MOUND, 9 FEET WEST OF A 4-INCH DIAMETER TREE, 6 FEET SOUTH OF THE
 SC1822'NORTH EDGE OF THE MOUND AND 1 FOOT EAST OF A METAL WITNESS POST.
 SC1822'
 SC1822'REFERENCE MARK NO. 3, STAMPED CROWN 1932 NO 3 1970, IS A STANDARD
 SC1822'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 20
 SC1822'FEET SOUTH OF THE SOUTHEAST CORNER OF THE MOUND, 12 FEET SOUTH OF
 SC1822'THE CENTER OF THE ROAD AND FROM THE MARK, THE MAGNETIC BEARING TO
 SC1822'THE STATION MARK IS ABOUT N. 47 DEGREES WEST.
 SC1822'
 SC1822'REFERENCE MARK NO. 4, STAMPED CROWN 1934 NO 4 1970, IS A STANDARD
 SC1822'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 24
 SC1822'FEET EAST OF THE CENTER OF THE ROAD, 16 FEET EAST-SOUTHEAST OF THE
 SC1822'CENTER OF THE Y, 8 FEET SOUTH OF THE CENTER OF THE LOOP ROAD AND
 SC1822'FROM THE MARK THE MAGNETIC BEARING TO THE STATION MARK IS ABOUT N 20
 SC1822'DEGREES EAST.
 SC1822'
 SC1822'THERE IS NO AZIMUTH MARK FOR THIS STATION.
 SC1822'
 SC1822'TO REACH THE STATION FROM THE POST OFFICE IN CATHLAMET, GO 0.1
 SC1822'MILE NORTH TO STATE HIGHWAY 4, TURN LEFT AND GO WEST ON HIGHWAY 4
 SC1822'FOR 0.6 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHERLY ON
 SC1822'STATE HIGHWAY 407 FOR 5.6 MILES TO A SIDE ROAD LEFT AT THE NORTH
 SC1822'END OF A STEEL BRIDGE, TURN LEFT AND GO 0.6 MILE TO A STEEL-RAIL
 SC1822'GATE, CONTINUE THROUGH THE GATE 0.2 MILE TO A FORK, KEEP RIGHT FORK
 SC1822'AS PER SIGN CROWN POINT, GO 2.6 MILES TO A FORK, TAKE LEFT FORK, AS
 SC1822'PER SIGN CT-E 100, AND GO 4.4 MILES TO THE END OF THE ROAD AND THE
 SC1822'STATION IN THE CENTER OF THE LOOP ROAD.
 SC1822'
 SC1822'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 5 MILES NORTHEAST
 SC1822'OF CATHLAMET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2356 ***********************************************************************
 TR2356  DESIGNATION -  CROWN
 TR2356  PID         -  TR2356
 TR2356  STATE/COUNTY-  WA/CLALLAM
 TR2356  USGS QUAD   -  SEQUIM (1985)
 TR2356
 TR2356                         *CURRENT SURVEY CONTROL
 TR2356  ___________________________________________________________________
 TR2356* NAD 83(1991)-  48 01 19.21325(N)    123 06 30.48539(W)     ADJUSTED  
 TR2356* NAVD 88     -                                                        
 TR2356  ___________________________________________________________________
 TR2356  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 TR2356  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 TR2356
 TR2356  HORZ ORDER  -  THIRD
 TR2356
 TR2356.The horizontal coordinates were established by classical geodetic methods
 TR2356.and adjusted by the National Geodetic Survey in December 1991..
 TR2356
 TR2356
 TR2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2356
 TR2356.The geoid height was determined by GEOID03.
 TR2356
 TR2356;                    North         East     Units Scale Factor Converg.
 TR2356;SPC WA N     -   116,136.765   330,323.751   MT  0.99994365   -1 41 38.0
 TR2356;SPC WA N     -   381,025.37  1,083,737.17   sFT  0.99994365   -1 41 38.0
 TR2356;UTM  10      - 5,318,751.538   491,912.204   MT  0.99960080   -0 04 50.3
 TR2356
 TR2356                          SUPERSEDED SURVEY CONTROL
 TR2356
 TR2356  NAD 83(1986)-  48 01 19.21600(N)    123 06 30.48708(W) AD(       ) 4
 TR2356  NAD 27      -  48 01 19.13000(N)    123 06 26.35000(W) AD(       ) 3
 TR2356
 TR2356.Superseded values are not recommended for survey control.
 TR2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2356.See file dsdata.txt to determine how the superseded data were derived.
 TR2356
 TR2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9191218752(NAD 83)
 TR2356
 TR2356  HISTORY     - Date     Condition        Report By
 TR2356  HISTORY     - 1926     MONUMENTED       CGS
 TR2356
 TR2356                          STATION DESCRIPTION
 TR2356
 TR2356'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR2356'STATION IS A VERY PROMINENT SUMMIT JUST S OF DUNGENESS BAY AND
 TR2356'W OF WASHINGTON HARBOR.  IT IS VERY SYMMETRICAL IN OUTLINE AND
 TR2356'ITS SLOPES ARE FULLY WOODED AND RATHER GENTLE.  FROM NUMEROUS
 TR2356'POSITIONS THE THICK GROWTH AT THE TOP APPEARS AS A DISTINCT CLUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0873 ***********************************************************************
 TO0873  DESIGNATION -  CROWN
 TO0873  PID         -  TO0873
 TO0873  STATE/COUNTY-  WA/STEVENS
 TO0873  USGS QUAD   -  CHINA BEND (1969)
 TO0873
 TO0873                         *CURRENT SURVEY CONTROL
 TO0873  ___________________________________________________________________
 TO0873* NAD 83(1991)-  48 51 02.18611(N)    117 55 38.26481(W)     ADJUSTED  
 TO0873* NAVD 88     -       581.2    (meters)    1907.     (feet)  VERTCON   
 TO0873  ___________________________________________________________________
 TO0873  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 TO0873  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 TO0873
 TO0873  HORZ ORDER  -  SECOND
 TO0873
 TO0873.The horizontal coordinates were established by classical geodetic methods
 TO0873.and adjusted by the National Geodetic Survey in December 1991..
 TO0873
 TO0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0873
 TO0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0873
 TO0873.The geoid height was determined by GEOID03.
 TO0873
 TO0873;                    North         East     Units Scale Factor Converg.
 TO0873;SPC WA N     -   209,791.540   713,229.681   MT  1.00002417   +2 09 49.0
 TO0873;SPC WA N     -   688,291.08  2,339,987.71   sFT  1.00002417   +2 09 49.0
 TO0873;UTM  11      - 5,411,263.246   431,973.023   MT  0.99965685   -0 41 53.8
 TO0873
 TO0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0873!SPC WA N     -   0.99991160  x   1.00002417  =   0.99993577
 TO0873!UTM  11      -   0.99991160  x   0.99965685  =   0.99956848
 TO0873
 TO0873:                Primary Azimuth Mark                     Grid Az
 TO0873:SPC WA N     -  PEPOON                                   040 33 56.2
 TO0873:UTM  11      -  PEPOON                                   043 25 39.0
 TO0873
 TO0873|---------------------------------------------------------------------|
 TO0873| PID    Reference Object                     Distance      Geod. Az  |
 TO0873|                                                           dddmmss.s |
 TO0873| TO0886 PEPOON                              APPROX. 4.2 KM 0424345.2 |
 TO0873| CF1307 CROWN RM 1                           14.838 METERS 23130     |
 TO0873|---------------------------------------------------------------------|
 TO0873
 TO0873                          SUPERSEDED SURVEY CONTROL
 TO0873
 TO0873  NAD 83(1986)-  48 51 02.18610(N)    117 55 38.26242(W) AD(       ) 2
 TO0873  NAD 27      -  48 51 02.52600(N)    117 55 34.30500(W) AD(       ) 2
 TO0873  NGVD 29 (07/19/86)  580.0    (m)         1903.     (f) VERT ANG       
 TO0873
 TO0873.Superseded values are not recommended for survey control.
 TO0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0873.See file dsdata.txt to determine how the superseded data were derived.
 TO0873
 TO0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ3197311263(NAD 83)
 TO0873_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0873_SETTING: 66 = SET IN ROCK OUTCROP
 TO0873_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TO0873
 TO0873  HISTORY     - Date     Condition        Report By
 TO0873  HISTORY     - 1936     MONUMENTED       BOR
 TO0873
 TO0873                          STATION DESCRIPTION
 TO0873
 TO0873'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0873'LOCATED IN THE NW 1/4 SEC. 25, T. 39 N., R. 38 E. WM, APPROXIMATELY
 TO0873'1,000 FEET N. 74 DEG E. FROM 1/4 SEC. 26-25, ON HIGH POINT OF A
 TO0873'FAIRLY PROMINENT KNOB, AND N OF LARGE DRAW.
 TO0873'
 TO0873'TO REACH STATION FROM W END OF KETTLE FALLS BRIDGE, GO N ON
 TO0873'U.S. HIGHWAY 395.  AT 3.15 TURN RIGHT ON DIRT ROAD.  AT 4.0 PASS
 TO0873'SAWMILL AND FOLLOW RIVER ROAD N.  AT 4.5 CROSS BRIDGE.  AT 5.5 GO
 TO0873'THROUGH UNDERPASS, TURN LEFT.  AT 6.1 TURN RIGHT AT N END OF
 TO0873'BRIDGE.  AT 14.0 KEEP TO RIGHT AT JUNCTION.  AT 20.4 JUNCTION
 TO0873'WITH KELLY HILL ROAD, KEEP RIGHT.  AT 20.55 TAKE LEFT FORK UP
 TO0873'SIDE OF DRAW.  AT 21.0 TAKE LEFT FORK.  AT 22.2 ROAD COMES IN
 TO0873'FROM LEFT.  AT 23.5 TURN RIGHT ON MOORES RANCH ROAD.  AT 20.7 TAKE
 TO0873'LEFT FORK, LEAVE MAIN ROAD.  AT 21.0 LEAVE CAR AT END OF
 TO0873'CLEARING AND FOLLOW OLD WOOD ROAD ON FOOT E ALONG N EDGE OF DRAW
 TO0873'ABOUT 3/4 MILE, THEN PROCEED UP OUT OF DRAW, LEAVING ROAD, AND
 TO0873'WALK ALONG BENCH TO S END OF CONSPICUOUS LIMESTONE KNOB WITH A
 TO0873'LONG N-S AXIS, TURN N ALONG AXIS TO SUMMIT AND STATION.
 TO0873'
 TO0873'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20,
 TO0873'RESPECTIVELY.
 TO0873'
 TO0873'HEIGHT OF STAND ABOVE STATION MARK - 1.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1801 ***********************************************************************
 SC1801  DESIGNATION -  CROWN WILLAMETTE WOOD MILL STK
 SC1801  PID         -  SC1801
 SC1801  STATE/COUNTY-  WA/WAHKIAKUM
 SC1801  USGS QUAD   -  CATHLAMET (1985)
 SC1801
 SC1801                         *CURRENT SURVEY CONTROL
 SC1801  ___________________________________________________________________
 SC1801* NAD 83(1991)-  46 13 21.89965(N)    123 23 39.29046(W)     ADJUSTED  
 SC1801* NAVD 88     -                                                        
 SC1801  ___________________________________________________________________
 SC1801  LAPLACE CORR-          12.00  (seconds)                    DEFLEC99
 SC1801  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SC1801
 SC1801  HORZ ORDER  -  THIRD
 SC1801
 SC1801.The horizontal coordinates were established by classical geodetic methods
 SC1801.and adjusted by the National Geodetic Survey in December 1991..
 SC1801
 SC1801
 SC1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1801
 SC1801.The geoid height was determined by GEOID03.
 SC1801
 SC1801;                    North         East     Units Scale Factor Converg.
 SC1801;SPC WA S     -   102,954.238   276,768.148   MT  0.99993448   -2 06 08.5
 SC1801;SPC WA S     -   337,775.70    908,030.17   sFT  0.99993448   -2 06 08.5
 SC1801;SPC OR N     -   288,054.427 2,276,736.821   MT  1.00006430   -2 03 09.2
 SC1801;SPC OR N     -   945,060.46  7,469,608.99   iFT  1.00006430   -2 03 09.2
 SC1801;UTM  10      - 5,118,872.548   469,595.258   MT  0.99961136   -0 17 04.8
 SC1801
 SC1801                          SUPERSEDED SURVEY CONTROL
 SC1801
 SC1801  NAD 83(1991)-  46 13 21.89964(N)    123 23 39.29047(W) AD(       ) 4
 SC1801  NAD 83(1986)-  46 13 21.91377(N)    123 23 39.28554(W) AD(       ) 4
 SC1801  NAD 27      -  46 13 22.51396(N)    123 23 34.82190(W) AD(       ) 3
 SC1801
 SC1801.Superseded values are not recommended for survey control.
 SC1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1801.See file dsdata.txt to determine how the superseded data were derived.
 SC1801
 SC1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6959518873(NAD 83)
 SC1801
 SC1801  HISTORY     - Date     Condition        Report By
 SC1801  HISTORY     - 1936     MONUMENTED       CGS
 SC1801  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1801  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1801  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SC1801
 SC1801                          STATION DESCRIPTION
 SC1801
 SC1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1801'STATION IS ON THE E SIDE OF THE SLOUGH SEPARATING HUNTING ISLAND
 SC1801'FROM THE MAINLAND, NEARLY OPPOSITE THE EASTERLY END OF THE SMALL
 SC1801'SLOUGH SEPARATING THE ISLAND INTO TWO PARTS, THE TANK AND STACK OF
 SC1801'THE CROWN WILLAMETTE PAPER COMPANYS WOOD MILL.
 SC1801
 SC1801                          STATION RECOVERY (1949)
 SC1801
 SC1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1801'THIS PLANT HAS BEEN ABANDONED AND PARTIALLY RAZED.  THE STACK HAS
 SC1801'BEEN TAKEN DOWN AND THE POSITION LOST.
 SC1801
 SC1801                          STATION RECOVERY (1950)
 SC1801
 SC1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1801'STATION LOST.  THE BUILDING HAS BEEN ABANDONED AND THE STACK
 SC1801'REMOVED.
 SC1801
 SC1801                          STATION RECOVERY (1952)
 SC1801
 SC1801'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC1801'STATION DESTROYED.  THE CROWN WILLAMETTE WOOD MILL IS NO LONGER IN
 SC1801'USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1802 ***********************************************************************
 SC1802  DESIGNATION -  CROWN WILLAMETTE WOOD MILL TK
 SC1802  PID         -  SC1802
 SC1802  STATE/COUNTY-  WA/WAHKIAKUM
 SC1802  USGS QUAD   -  CATHLAMET (1985)
 SC1802
 SC1802                         *CURRENT SURVEY CONTROL
 SC1802  ___________________________________________________________________
 SC1802* NAD 83(1991)-  46 13 22.98682(N)    123 23 37.51431(W)     ADJUSTED  
 SC1802* NAVD 88     -                                                        
 SC1802  ___________________________________________________________________
 SC1802  LAPLACE CORR-          12.00  (seconds)                    DEFLEC99
 SC1802  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SC1802
 SC1802  HORZ ORDER  -  THIRD
 SC1802
 SC1802.The horizontal coordinates were established by classical geodetic methods
 SC1802.and adjusted by the National Geodetic Survey in December 1991..
 SC1802
 SC1802
 SC1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1802
 SC1802.The geoid height was determined by GEOID03.
 SC1802
 SC1802;                    North         East     Units Scale Factor Converg.
 SC1802;SPC WA S     -   102,986.385   276,807.416   MT  0.99993445   -2 06 07.2
 SC1802;SPC WA S     -   337,881.16    908,159.00   sFT  0.99993445   -2 06 07.2
 SC1802;SPC OR N     -   288,086.613 2,276,776.066   MT  1.00006440   -2 03 08.0
 SC1802;SPC OR N     -   945,166.05  7,469,737.75   iFT  1.00006440   -2 03 08.0
 SC1802;UTM  10      - 5,118,905.914   469,633.474   MT  0.99961134   -0 17 03.5
 SC1802
 SC1802                          SUPERSEDED SURVEY CONTROL
 SC1802
 SC1802  NAD 83(1991)-  46 13 22.98681(N)    123 23 37.51432(W) AD(       ) 4
 SC1802  NAD 83(1986)-  46 13 23.00094(N)    123 23 37.50941(W) AD(       ) 4
 SC1802  NAD 27      -  46 13 23.60109(N)    123 23 33.04583(W) AD(       ) 3
 SC1802
 SC1802.Superseded values are not recommended for survey control.
 SC1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1802.See file dsdata.txt to determine how the superseded data were derived.
 SC1802
 SC1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6963318906(NAD 83)
 SC1802
 SC1802  HISTORY     - Date     Condition        Report By
 SC1802  HISTORY     - 1936     MONUMENTED       CGS
 SC1802  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1802  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SC1802  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SC1802
 SC1802                          STATION DESCRIPTION
 SC1802
 SC1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1802'SEE STATION CROWN WILLAMETTE WOOD MILL STK. (FOR ORIG. DESC.)
 SC1802
 SC1802                          STATION RECOVERY (1949)
 SC1802
 SC1802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1802'THIS PLANT HAS BEEN ABANDONED AND PARTIALLY RAZED.  THE TANK HAS
 SC1802'BEEN TAKEN DOWN AND THE POSITION LOST.
 SC1802
 SC1802                          STATION RECOVERY (1950)
 SC1802
 SC1802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1802'STATION LOST.  TANK DISMANTLED DURING WINTER OF 1949-50.
 SC1802
 SC1802                          STATION RECOVERY (1952)
 SC1802
 SC1802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC1802'STATION DESTROYED.  THE CROWN WILLAMETTE WOOD MILL IS NO LONGER IN
 SC1802'USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1408 ***********************************************************************
 TR1408  DESIGNATION -  CRUMB
 TR1408  PID         -  TR1408
 TR1408  STATE/COUNTY-  WA/SKAGIT
 TR1408  USGS QUAD   -  DECEPTION PASS (1978)
 TR1408
 TR1408                         *CURRENT SURVEY CONTROL
 TR1408  ___________________________________________________________________
 TR1408* NAD 83(1991)-  48 24 36.90983(N)    122 38 04.50033(W)     ADJUSTED  
 TR1408* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 TR1408  ___________________________________________________________________
 TR1408  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 TR1408  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 TR1408
 TR1408  HORZ ORDER  -  THIRD
 TR1408
 TR1408.The horizontal coordinates were established by classical geodetic methods
 TR1408.and adjusted by the National Geodetic Survey in December 1991..
 TR1408
 TR1408.The orthometric height was scaled from a topographic map.
 TR1408
 TR1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1408
 TR1408.The geoid height was determined by GEOID03.
 TR1408
 TR1408;                    North         East     Units Scale Factor Converg.
 TR1408;SPC WA N     -   158,357.716   366,668.402   MT  0.99995526   -1 20 27.8
 TR1408;SPC WA N     -   519,545.27  1,202,977.92   sFT  0.99995526   -1 20 27.8
 TR1408;UTM  10      - 5,361,964.242   527,041.595   MT  0.99960898   +0 16 23.9
 TR1408
 TR1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1408!SPC WA N     -   1.00000234  x   0.99995526  =   0.99995760
 TR1408!UTM  10      -   1.00000234  x   0.99960898  =   0.99961132
 TR1408
 TR1408|---------------------------------------------------------------------|
 TR1408| PID    Reference Object                     Distance      Geod. Az  |
 TR1408|                                                           dddmmss.s |
 TR1408| AH6877 CRUMB RM 1                            9.156 METERS 03435     |
 TR1408| TR0282 DEWEY                               APPROX. 1.5 KM 0753144.6 |
 TR1408| TR1415 WHIRL                               408.515 METERS 1511709.3 |
 TR1408| AH6878 CRUMB RM 2                            8.594 METERS 28509     |
 TR1408|---------------------------------------------------------------------|
 TR1408
 TR1408                          SUPERSEDED SURVEY CONTROL
 TR1408
 TR1408  NAD 83(1986)-  48 24 36.91234(N)    122 38 04.50555(W) AD(       ) 3
 TR1408  NAD 27      -  48 24 37.54600(N)    122 37 59.87800(W) AD(       ) 3
 TR1408
 TR1408.Superseded values are not recommended for survey control.
 TR1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1408.See file dsdata.txt to determine how the superseded data were derived.
 TR1408
 TR1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2704261964(NAD 83)
 TR1408_MARKER: DS = TRIANGULATION STATION DISK
 TR1408_SETTING: 66 = SET IN ROCK OUTCROP
 TR1408_STAMPING: CRUMB 1939
 TR1408_MARK LOGO: CGS   
 TR1408_PROJECTION: FLUSH
 TR1408_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR1408+STABILITY: POSITION/ELEVATION WELL
 TR1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1408+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1984
 TR1408
 TR1408  HISTORY     - Date     Condition        Report By
 TR1408  HISTORY     - 1939     MONUMENTED       CGS
 TR1408  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1408  HISTORY     - 19840707 GOOD             NGS
 TR1408
 TR1408                          STATION DESCRIPTION
 TR1408
 TR1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1408'STATION IS ON THE N SIDE OF DECEPTION PASS, ON THE FIRST POINT E
 TR1408'OF THE HIGH BLUFF EASTWARD OF THE HIGHWAY BRIDGE OVER DECEPTION
 TR1408'PASS, ABOUT 1 METER N OF THE BLUFF LINE AND ABOUT 25 FEET ABOVE
 TR1408'HIGH WATER.
 TR1408'
 TR1408'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1408'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 TR1408'
 TR1408'STATION MARK IS STAMPED CRUMB 1939.  THE STATION MARK IS ABOUT
 TR1408'1 FOOT BELOW THE LEVEL OF THE SOIL.
 TR1408
 TR1408                          STATION RECOVERY (1960)
 TR1408
 TR1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1408'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1408'CONDITION.
 TR1408'
 TR1408'THE STATION IS A STANDARD STATION MARK DISK STAMPED CRUMB 1939
 TR1408'SET IN A DRILL HOLE IN OUT CROPPING BEDROCK.  THE MARK IS BURIED
 TR1408'ABOUT 1 FOOT.
 TR1408'
 TR1408'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED 1 1939 SET
 TR1408'IN A DRILL HOLE IN OUTCROPPING BED ROCK.
 TR1408'
 TR1408'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED 2 1939 SET
 TR1408'IN A DRILL HOLE IN OUTCROPPING BED ROCK.
 TR1408'
 TR1408'TO REACH THE STATION FROM THE NORTH END OF DECEPTION PASS BRIDGE,
 TR1408'GO 1.5 MILES NORTHEAST ALONG STATE HIGHWAY 1-D TO A GRAVEL ROAD
 TR1408'LEADING RIGHT (EAST).  TURN RIGHT FOR 0.1 MILE TO A Y
 TR1408'INTERSECTION.  TAKE RIGHT FORK AND GO 0.3 MILES TO A BRICK HOUSE
 TR1408'ON THE BLUFF.  LEAVE TRUCK AND TAKE TRAIL IN FRONT OF HOUSE TO
 TR1408'THE BEACH AND FOLLOW BEACH WESTERLY FOR 0.5 MILES TO THE POINT
 TR1408'AND THE STATION.
 TR1408'
 TR1408'ANGLES TO THE REFERENCE MARKS WERE NOT OBSERVED BUT DISTANCES WERE
 TR1408'MEASURED.
 TR1408'
 TR1408'TO REF. MK. 1 30.01 FT (9.155 M)
 TR1408'
 TR1408'TO REF. MK. 2 28.18 FT (8.594 M)
 TR1408
 TR1408                          STATION RECOVERY (1984)
 TR1408
 TR1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 TR1408'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTHWEST OF BAYVIEW,
 TR1408'11.2 KM (6.95 MI) SOUTH OF ANACORTES AND ON THE NORTH SIDE OF
 TR1408'DECEPTION PASS. TO REACH FROM THE NORTH END OF THE BRIDGE OVER
 TR1408'DECEPTION PASS, GO NORTH ON STATE ROUTE 20 FOR 2.41 KM (1.50 MI) TO A
 TR1408'FORK.  TAKE THE RIGHT FORK AND GO EASTERLY FOR 0.48 KM (0.30 MI) TO
 TR1408'THE END OF TRUCK TRAVEL.  TAKE THE TRAIL TO THE BEACH AND THEN WALK
 TR1408'WEST ALONG THE BEACH FOR 0.80 KM (0.50 MI) TO THE POINT AND THE
 TR1408'STATION. THE MARK IS SET IN A DRILL HOLE IN BEDROCK THAT IS RECESSED
 TR1408'ABOUT 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.  IT IS 9.156 M (30.039
 TR1408'FT) SOUTH-SOUTHWEST OF REFERENCEC MARK 1 AND 8.594 M (28.195 FT)
 TR1408'EAST-SOUTHEAST OF REFERENCE MARK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3915 ***********************************************************************
 RD3915  DESIGNATION -  CRUZ
 RD3915  PID         -  RD3915
 RD3915  STATE/COUNTY-  WA/CLARK
 RD3915  USGS QUAD   -  ST HELENS (1990)
 RD3915
 RD3915                         *CURRENT SURVEY CONTROL
 RD3915  ___________________________________________________________________
 RD3915* NAD 83(1991)-  45 49 34.55446(N)    122 47 12.54327(W)     ADJUSTED  
 RD3915* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 RD3915  ___________________________________________________________________
 RD3915  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 RD3915  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 RD3915
 RD3915  HORZ ORDER  -  THIRD
 RD3915
 RD3915.The horizontal coordinates were established by classical geodetic methods
 RD3915.and adjusted by the National Geodetic Survey in December 1991..
 RD3915
 RD3915.The orthometric height was scaled from a topographic map.
 RD3915
 RD3915.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3915
 RD3915.The geoid height was determined by GEOID03.
 RD3915
 RD3915;                    North         East     Units Scale Factor Converg.
 RD3915;SPC WA S     -    57,365.571   322,326.567   MT  1.00000161   -1 39 40.1
 RD3915;SPC WA S     -   188,206.88  1,057,499.75   sFT  1.00000161   -1 39 40.1
 RD3915;SPC OR N     -   242,499.193 2,322,332.711   MT  0.99996047   -1 37 18.4
 RD3915;SPC OR N     -   795,601.03  7,619,201.81   iFT  0.99996047   -1 37 18.4
 RD3915;UTM  10      - 5,074,766.746   516,558.795   MT  0.99960337   +0 09 10.4
 RD3915
 RD3915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3915!SPC WA S     -   1.00000320  x   1.00000161  =   1.00000481
 RD3915!SPC OR N     -   1.00000320  x   0.99996047  =   0.99996367
 RD3915!UTM  10      -   1.00000320  x   0.99960337  =   0.99960657
 RD3915
 RD3915|---------------------------------------------------------------------|
 RD3915| PID    Reference Object                     Distance      Geod. Az  |
 RD3915|                                                           dddmmss.s |
 RD3915| CE2470 CRUZ RM 1                            11.440 METERS 11923     |
 RD3915| CE2471 CRUZ RM 2                            17.050 METERS 11941     |
 RD3915| RD3942 HENRICI CROSSING LIGHT 1            APPROX. 1.9 KM 1852150.5 |
 RD3915| RD3957 DIKE 22.5 DOLPHIN EAST END          APPROX. 3.2 KM 1870205.6 |
 RD3915| RD3997 DOS                                 APPROX. 2.3 KM 2010240.2 |
 RD3915| RD4004 HENRICI LANDING FRONT RNG LT        APPROX. 2.1 KM 2013538.8 |
 RD3915| RD4017 OLD FRONT                           APPROX. 1.4 KM 2222213.0 |
 RD3915| RD4039 DUCK CLUB LIGHT                     APPROX. 0.9 KM 2545449.4 |
 RD3915|---------------------------------------------------------------------|
 RD3915
 RD3915                          SUPERSEDED SURVEY CONTROL
 RD3915
 RD3915  NAD 83(1991)-  45 49 34.55447(N)    122 47 12.54328(W) AD(       ) 3
 RD3915  NAD 83(1986)-  45 49 34.57405(N)    122 47 12.54116(W) AD(       ) 3
 RD3915  NAD 27      -  45 49 35.15300(N)    122 47 08.17000(W) AD(       ) 3
 RD3915
 RD3915.Superseded values are not recommended for survey control.
 RD3915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3915.See file dsdata.txt to determine how the superseded data were derived.
 RD3915
 RD3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1655974767(NAD 83)
 RD3915_MARKER: Z = SEE DESCRIPTION
 RD3915_SETTING: 0 = UNSPECIFIED SETTING
 RD3915
 RD3915  HISTORY     - Date     Condition        Report By
 RD3915  HISTORY     - 1937     MONUMENTED       CGS
 RD3915  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD3915  HISTORY     - 1951     SEE DESCRIPTION  CGS
 RD3915
 RD3915                          STATION DESCRIPTION
 RD3915
 RD3915'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3915'STATION IS ON BACHELOR ISLAND, ABOUT 1-1/4 MILES S OF THE N TANGENT
 RD3915'OF THE ISLAND, ON A SLIGHT POINT, ABOUT 3 METERS E OF THE BANK.
 RD3915'
 RD3915'STATION IS MARKED BY A STANDARD DISK STAMPED CRUZ 1937 CEMENTED
 RD3915'INTO A 5-FOOT LENGTH OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING ABOUT
 RD3915'7 INCHES ABOVE THE GROUND.
 RD3915'
 RD3915'TWO REFERENCE MARKS, SIMILARLY SET, WERE ESTABLISHED NEARLY IN RANGE
 RD3915'WITH THE STATION, APPROXIMATELY NORMAL TO THE AXIS OF THE RIVER.
 RD3915
 RD3915                          STATION RECOVERY (1946)
 RD3915
 RD3915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3915'A THOROUGH SEARCH OF THIS AREA REVEALED NO TRACE OF THE MARKS.
 RD3915'HEAVY EROSION ALONG THE RIVER BANKS MAKES IT PROBABLE THAT THE
 RD3915'STATION AND THE REFERENCE MARKS HAVE BEEN WASHED OUT.
 RD3915'
 RD3915'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
 RD3915
 RD3915                          STATION RECOVERY (1951)
 RD3915
 RD3915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3915'STATION WAS 1 MILE S OF N END OF BACHELOR ISLAND, ON E SIDE OF RIVER,
 RD3915'0.5 MILE ENE OF DUCK LIGHT, AND ON A SMALL PROJECTION OF LAND.
 RD3915'ACCORDING TO THE DIRECTIONS AND DISTANCES GIVEN THE STATION MARK WAS
 RD3915'ON GROUND THAT IS NOW WASHED AWAY.  IT SHOULD BE CONSIDERED LOST.
 RD3915'
 RD3915'R.M. 1 IS 4 FEET FROM RIVERBANK AND 3 FEET NE OF 2-FOOT TREE THAT
 RD3915'HAS BANNER BOARDS NAILED TO IT.  MARK IS A STANDARD REFERENCE DISK
 RD3915'SET IN CONCRETE IN A 4-INCH CAST-IRON SOIL PIPE SET SO THAT 10 INCHES
 RD3915'PROJECT ABOVE THE GROUND SURFACE.
 RD3915'
 RD3915'R.M. 2 IS SE AND 21 FEET NW OF BLAZE ON 2-FOOT TREE THAT HAS TWO 1-
 RD3915'BY 4- BY 18-INCH BOARDS NAILED TO IT 6 FEET ABOVE GROUND.  MARK IS
 RD3915'A STANDARD REFERENCE DISK SET IN CONCRETE IN THE TOP OF A 4-INCH
 RD3915'CAST-IRON SOIL PIPE PROJECTING 10 INCHES ABOVE THE GROUND.
 RD3915'
 RD3915'BOTH MARKS ARE VERY CLOSE TO THE RIVERBANK AND WILL PROBABLY BE IN
 RD3915'THE RIVER IN A FEW YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5226 ***********************************************************************
 SY5226  DESIGNATION -  CRYSTAL
 SY5226  PID         -  SY5226
 SY5226  STATE/COUNTY-  WA/KITSAP
 SY5226  USGS QUAD   -  BREMERTON EAST (1981)
 SY5226
 SY5226                         *CURRENT SURVEY CONTROL
 SY5226  ___________________________________________________________________
 SY5226* NAD 83(1991)-  47 36 41.91802(N)    122 34 30.24892(W)     ADJUSTED  
 SY5226* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY5226  ___________________________________________________________________
 SY5226  LAPLACE CORR-         -12.44  (seconds)                    DEFLEC99
 SY5226  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SY5226
 SY5226  HORZ ORDER  -  THIRD
 SY5226
 SY5226.The horizontal coordinates were established by classical geodetic methods
 SY5226.and adjusted by the National Geodetic Survey in December 1991..
 SY5226
 SY5226.The orthometric height was scaled from a topographic map.
 SY5226
 SY5226.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5226
 SY5226.The geoid height was determined by GEOID03.
 SY5226
 SY5226;                    North         East     Units Scale Factor Converg.
 SY5226;SPC WA N     -    69,485.564   369,063.521   MT  0.99998105   -1 17 48.3
 SY5226;SPC WA N     -   227,970.55  1,210,835.90   sFT  0.99998105   -1 17 48.3
 SY5226;UTM  10      - 5,273,224.990   531,935.068   MT  0.99961253   +0 18 49.9
 SY5226
 SY5226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5226!SPC WA N     -   1.00000314  x   0.99998105  =   0.99998419
 SY5226!UTM  10      -   1.00000314  x   0.99961253  =   0.99961566
 SY5226
 SY5226|---------------------------------------------------------------------|
 SY5226| PID    Reference Object                     Distance      Geod. Az  |
 SY5226|                                                           dddmmss.s |
 SY5226| CF6486 CRYSTAL RM 1                         21.507 METERS 02448     |
 SY5226| CF6487 CRYSTAL RM 2                         10.826 METERS 08114     |
 SY5226| SY5113 KEYPORT USN TORPEDO STA SE TK       APPROX.10.5 KM 3403415.2 |
 SY5226|---------------------------------------------------------------------|
 SY5226
 SY5226                          SUPERSEDED SURVEY CONTROL
 SY5226
 SY5226  NAD 83(1986)-  47 36 41.91249(N)    122 34 30.25474(W) AD(       ) 3
 SY5226  NAD 27      -  47 36 42.56800(N)    122 34 25.77100(W) AD(       ) 3
 SY5226
 SY5226.Superseded values are not recommended for survey control.
 SY5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5226.See file dsdata.txt to determine how the superseded data were derived.
 SY5226
 SY5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3193573225(NAD 83)
 SY5226_MARKER: DS = TRIANGULATION STATION DISK
 SY5226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5226_STAMPING: CRYSTAL 1915
 SY5226_MARK LOGO: NOS   
 SY5226_PROJECTION: FLUSH
 SY5226_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5226+STABILITY: SURFACE MOTION
 SY5226
 SY5226  HISTORY     - Date     Condition        Report By
 SY5226  HISTORY     - 1915     MONUMENTED       CGS
 SY5226  HISTORY     - 1917     SEE DESCRIPTION  CGS
 SY5226  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5226  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY5226  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 SY5226  HISTORY     - 19800101 GOOD             NOS
 SY5226  HISTORY     - 19960908 MARK NOT FOUND   USPSQD
 SY5226
 SY5226                          STATION DESCRIPTION
 SY5226
 SY5226'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CGQ)
 SY5226'LOCATED JUST BACK OF CRYSTAL SPRINGS DOCK.  IT IS ABOUT 35 METERS
 SY5226'DIRECTLY BACK FROM INSHORE END OF DOCK AND IS LOCATED IN THE ANGLE
 SY5226'MADE BY TWO NARROW ROADS OR FOOT PATHS ONE OF WHICH (NORTHERLY ONE)
 SY5226'LEADS TO HOUSE OF WARREN GAZZAM.
 SY5226'
 SY5226'STATION IS MARKED BY A STANDARD C. AND G.S. TRIANGULATION MARKER
 SY5226'SET IN COLUMN OF CONCRETE, 1 FOOT IN DIAMETER AND 2-1/2 FEET
 SY5226'DEEP, AND FLUSH WITH THE SURFACE.  NOT REFERENCED.
 SY5226
 SY5226                          STATION RECOVERY (1917)
 SY5226
 SY5226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (JAD)
 SY5226'RECOVERED AS DESCRIBED.
 SY5226
 SY5226                          STATION RECOVERY (1934)
 SY5226
 SY5226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5226'NOT RECOVERED.  CONSTRUCTION OF SUMMER HOMES HAVE DESTROYED IT.
 SY5226'
 SY5226'NEW STATION CRYSTAL 2 (1934) ESTABLISHED.
 SY5226
 SY5226                          STATION RECOVERY (1960)
 SY5226
 SY5226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FGJ)
 SY5226'STATION IS LOCATED ON A ROUNDING GRAVEL POINT ABOUT 1.6 MILES
 SY5226'(BY ROAD) NORTH OF PT. WHITE, ON THE WESTERN SHORE OF BAINBRIDGE
 SY5226'ISLAND.  IT IS ABOUT 56 FT. BACK OF THE HIGH-WATER LINE, AND
 SY5226'IN BACK OF THE SUMMER HOME OF MR. WILL F. JAHNCKE OF SEATTLE.  A
 SY5226'FEW PILING REMAIN FROM THE OLD CRYSTAL SPRINGS DOCK.  THE
 SY5226'ORIGINAL 1915 MARK WAS RECOVERED IN GOOD CONDITION.
 SY5226'
 SY5226'STATION MARK IS A STANDARD DISK, FOUND UNSTAMPED, SET IN A SQUARE
 SY5226'CONCRETE POST FLUSH WITH GROUND IN THE BACK YARD OF THE COTTAGE.  IT
 SY5226'WAS STAMPED CRYSTAL 1915 BY THIS PARTY.  TWO NEW REFERENCE MARKS
 SY5226'WERE SET.  RM 1 IS A STANDARD DISK, STAMPED CRYSTAL NO 1 1915-1960
 SY5226'SET IN A DRILL HOLE IN TOP OF ROCK BULKHEAD ALONG FRONT OF
 SY5226'PROPERTY TO NORTH.  THE RM FOR STATION CRYSTAL 2, 1934, WHICH
 SY5226'THE PROPERTY OWNER HAD MOVED TO THIS BULKHEAD IN 1936 WAS
 SY5226'CHIPPED OUT, AND RM 1 1915-1960 WAS SET IN THE SAME DRILL HOLE.
 SY5226'
 SY5226'RM 2 IS A STANDARD DISK, STAMPED CRYSTAL NO. 2 1915-1960, SET
 SY5226'IN A SQUARE CONCRETE POST JUST NORTH OF APPROACH DRIVEWAY.  IT
 SY5226'PROJECTS 1 IN ABOVE GROUND.
 SY5226'
 SY5226'BECAUSE OF THE HOUSE, THE STATION WILL SEE ONLY TO NORTH AND
 SY5226'SOUTH.  A 15 FT. TOWER WOULD BE REQUIRED TO SEE OVER THE HOUSE.
 SY5226'
 SY5226'TO REACH THE STATION BY TRUCK FROM LYNWOOD CENTER ON RICH
 SY5226'PASSAGE, GO WEST THEN NORTH ALONG SHORE ROAD FOR 2.2 MILES TO POINT
 SY5226'WHITE LANDING, CONTINUE NORTH FOR 0.7 MILES TO MR. JAHNCKES PRIVATE
 SY5226'DRIVEWAY, THEN 0.2 MILE DOWNHILL TO HOUSE AND STATION.
 SY5226
 SY5226                          STATION RECOVERY (1961)
 SY5226
 SY5226'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 SY5226'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD
 SY5226'CONDITION.  STATION IS STAMPED CRYSTAL 1915.
 SY5226'
 SY5226'REFERENCE MARK NO. 1 IS STAMPED 1915 AND 1960.
 SY5226'
 SY5226'DID NOT SEARCH FOR REFERENCE MARK NO. 2 AS THERE IS NO UP-TO-DATE
 SY5226'DESCRIPTION ON STATION YET.
 SY5226
 SY5226                          STATION RECOVERY (1980)
 SY5226
 SY5226'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (AJP)
 SY5226'STATION WAS RECOVERED BY BOAT.  OWNER OF HOUSE NOT DETERMINED. STATION
 SY5226'IS BEHIND HOUSE DIRECTLY ACROSS PORT ORCHARD NARROWS FROM ILLAHEE TOWN
 SY5226'PIER.  THE ROAD IN THE SKETCH BY F.G.JOHNSON IN 1960 IS NO LONGER.
 SY5226'THAT IS NOW A FLOWER BED WITH TREES.  A FENCE RUNS ALONG THE PROPERTY
 SY5226'LINE SHOWN IN SAME SKETCH WITH A SMALL WATER HOLE AND MORE SHRUBBERY
 SY5226'ON OUTSIDE OF FENCE.  RM 2 NOT FOUND.  FENCE AND SHRUBBERY DESTROYS
 SY5226'LINE OF SIGHT BETWEEN STATION AND RM 1.  A CAR PORT IS NOW BEHIND
 SY5226'SOUTHERN PORTION OF HOUSE.  STATION WAS FOUND UNDER VINE AND FALLEN
 SY5226'LEAVES AT NORTHERN EDGE OF CARPORT AT EDGE OF ANOTHER PLANT BED OF
 SY5226'TREES, VINES AND UNDERGROWTH.  STATION HAS ALMOST NO VISIBILITY.  NOT
 SY5226'OCCUPIED.
 SY5226
 SY5226                          STATION RECOVERY (1996)
 SY5226
 SY5226'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1173 ***********************************************************************
 SW1173  DESIGNATION -  CRYSTAL
 SW1173  PID         -  SW1173
 SW1173  STATE/COUNTY-  WA/STEVENS
 SW1173  USGS QUAD   -  FORT SPOKANE (1985)
 SW1173
 SW1173                         *CURRENT SURVEY CONTROL
 SW1173  ___________________________________________________________________
 SW1173* NAD 83(1991)-  47 56 27.45478(N)    118 15 57.31065(W)     ADJUSTED  
 SW1173* NAVD 88     -       592.2    (meters)    1943.     (feet)  VERTCON   
 SW1173  ___________________________________________________________________
 SW1173  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 SW1173  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 SW1173
 SW1173  HORZ ORDER  -  SECOND
 SW1173
 SW1173.The horizontal coordinates were established by classical geodetic methods
 SW1173.and adjusted by the National Geodetic Survey in December 1991..
 SW1173
 SW1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1173
 SW1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1173
 SW1173.The geoid height was determined by GEOID03.
 SW1173
 SW1173;                    North         East     Units Scale Factor Converg.
 SW1173;SPC WA N     -   107,816.797   691,766.916   MT  0.99994700   +1 54 41.4
 SW1173;SPC WA N     -   353,728.94  2,269,571.96   sFT  0.99994700   +1 54 41.4
 SW1173;UTM  11      - 5,310,513.644   405,461.172   MT  0.99970982   -0 56 23.8
 SW1173
 SW1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1173!SPC WA N     -   0.99991017  x   0.99994700  =   0.99985718
 SW1173!UTM  11      -   0.99991017  x   0.99970982  =   0.99962002
 SW1173
 SW1173|---------------------------------------------------------------------|
 SW1173| PID    Reference Object                     Distance      Geod. Az  |
 SW1173|                                                           dddmmss.s |
 SW1173| CF1308 CRYSTAL RM 1                          5.336 METERS 04558     |
 SW1173| SW1118 HUEY                                APPROX. 2.2 KM 0481851.0 |
 SW1173|---------------------------------------------------------------------|
 SW1173
 SW1173                          SUPERSEDED SURVEY CONTROL
 SW1173
 SW1173  NAD 83(1986)-  47 56 27.46435(N)    118 15 57.30555(W) AD(       ) 2
 SW1173  NAD 27      -  47 56 27.89300(N)    118 15 53.36000(W) AD(       ) 2
 SW1173  NGVD 29 (07/19/86)  591.0    (m)         1939.     (f) VERT ANG       
 SW1173
 SW1173.Superseded values are not recommended for survey control.
 SW1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1173.See file dsdata.txt to determine how the superseded data were derived.
 SW1173
 SW1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP0546110514(NAD 83)
 SW1173_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1173_SETTING: 66 = SET IN ROCK OUTCROP
 SW1173_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1173
 SW1173  HISTORY     - Date     Condition        Report By
 SW1173  HISTORY     - 1935     MONUMENTED       BOR
 SW1173  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1173
 SW1173                          STATION DESCRIPTION
 SW1173
 SW1173'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1173'LOCATED NEAR CENTER OF SEC. 10, T. 28 N., R. 36 E. WM, ABOUT 300
 SW1173'FEET HIGHER IN ELEVATION THAN SAND BENCH, ON GRANITE
 SW1173'OUTCROP.  OUTCROP IS IN FORM OF TABLE ABOUT 8 BY 12 FEET WHICH
 SW1173'DROPS OFF 60 FEET TO BOTTOM OF SMALL DRAW.  THERE IS A LARGE
 SW1173'GRANITE KNOB JUST S OF THIS DRAW.
 SW1173'
 SW1173'STATION IS REACHED FROM DAVENPORT, BY DRIVING N ON STATE HIGHWAY
 SW1173'22.  22.0, CROSS DETILLIAN BRIDGE.  24.0, TURN LEFT ON DIRT ROAD
 SW1173'DOWN RIVER AND FOLLOW TO DRAW WITH TWIN PINE TREES BELOW ROAD AT
 SW1173'26.7 MILES.  FOLLOW DRAW TO TOP OF BENCH, THEN BEAR UP GRANITE
 SW1173'STEPS TO STATION E OF DRAW.
 SW1173'
 SW1173'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 SW1173'RESPECTIVELY.  TRIANGLE CHISELED AROUND CROSS ON R.M.
 SW1173'
 SW1173'HEIGHT OF LIGHT ABOVE STATION MARK 1.29 METERS.
 SW1173
 SW1173                          STATION RECOVERY (1947)
 SW1173
 SW1173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1173'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 SW1173'DESCRIBED BY THE U.S.B.R. IN 1935.  OWING TO THE MANY CHANGES IN
 SW1173'THE LOCALITY, THE U.S.B.R. DESCRIPTION IS INADEQUATE.  A NEW
 SW1173'DESCRIPTION IS SUBMITTED--
 SW1173'
 SW1173'STATION IS LOCATED NEAR THE CENTER OF SEC. 10, T. 28 N., R. 36
 SW1173'E. WM, ABOUT 2.7 MILES SW OF MC COY LAKE, ABOUT 2.2 MILES NE OF
 SW1173'MILES, AND ABOUT 4.6 MILES NE OF THE CONFLUENCE OF THE SPOKANE
 SW1173'AND COLUMBIA RIVER EXTENSIONS OF ROOSEVELT LAKE.
 SW1173'
 SW1173'STATION LIES ABOUT 900 METERS NW OF A LONG, SANDY PENINSULA
 SW1173'PROJECTING OUT INTO THE LAKE FROM THE SW SIDE, ABOUT 300 FEET
 SW1173'ABOVE A SANDY BENCH, ON A GRANITE OUTCROP WHICH OVERLOOKS A DRAW
 SW1173'ABOUT 60 FEET DEEP, 3.65 METERS E OF A DOUBLE 6-INCH PINE, AND 2
 SW1173'METERS N OF A VERTICAL DROP.
 SW1173'
 SW1173'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK FLUSH WITH
 SW1173'THE SURFACE OF THE GROUND, STAMPED CRYSTAL 1935, SET ACCORDING TO
 SW1173'NOTE 3.
 SW1173'
 SW1173'TO REACH THE STATION FROM THE POST OFFICE AT MILES, GO W ON A
 SW1173'GRAVELED ROAD FOR 0.4 MILE TO STATE HIGHWAY 22, TURN RIGHT, AND
 SW1173'CROSSING THE BRIDGE OVER THE SPOKANE RIVER, GO 1.1 MILES TO A
 SW1173'T-JUNCTION AND A GRAVELED ROAD TO THE RIGHT.  TURN RIGHT AND GO
 SW1173'1.6 MILES TO A Y-JUNCTION WITH AN ABANDONED ROAD.  TAKE THE RIGHT
 SW1173'FORK AND GO 1.2 MILES TO THE END OF THE ROAD.  PACK 0.3 MILE
 SW1173'ACROSS TWO PROMINENT DRAWS AND UP ONTO A SANDY BENCH.  GO NW ON
 SW1173'THE BENCH ABOUT 0.4 MILE TO A LARGE, ISOLATED GRANITE
 SW1173'OUTCROP.  BEAR LEFT AND SCALE THE CLIFF ABOUT 300 FEET TO THE
 SW1173'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2327 ***********************************************************************
 RC2327  DESIGNATION -  CRYSTAL
 RC2327  PID         -  RC2327
 RC2327  STATE/COUNTY-  WA/SKAMANIA
 RC2327  USGS QUAD   -  MT DEFIANCE (1994)
 RC2327
 RC2327                         *CURRENT SURVEY CONTROL
 RC2327  ___________________________________________________________________
 RC2327* NAD 83(1991)-  45 42 01.95682(N)    121 42 07.43488(W)     ADJUSTED  
 RC2327* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 RC2327  ___________________________________________________________________
 RC2327  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 RC2327  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RC2327
 RC2327  HORZ ORDER  -  THIRD
 RC2327
 RC2327.The horizontal coordinates were established by classical geodetic methods
 RC2327.and adjusted by the National Geodetic Survey in December 1991..
 RC2327
 RC2327.The orthometric height was scaled from a topographic map.
 RC2327
 RC2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2327
 RC2327.The geoid height was determined by GEOID03.
 RC2327
 RC2327;                    North         East     Units Scale Factor Converg.
 RC2327;SPC WA S     -    41,529.402   406,383.574   MT  1.00003274   -0 52 23.4
 RC2327;SPC WA S     -   136,251.05  1,333,276.78   sFT  1.00003274   -0 52 23.4
 RC2327;SPC OR N     -   226,708.130 2,406,392.306   MT  0.99993765   -0 51 09.0
 RC2327;SPC OR N     -   743,793.08  7,894,987.88   iFT  0.99993765   -0 51 09.0
 RC2327;UTM  10      - 5,061,595.871   601,042.682   MT  0.99972552   +0 55 44.4
 RC2327
 RC2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2327!SPC WA S     -   0.99999176  x   1.00003274  =   1.00002450
 RC2327!SPC OR N     -   0.99999176  x   0.99993765  =   0.99992941
 RC2327!UTM  10      -   0.99999176  x   0.99972552  =   0.99971729
 RC2327
 RC2327:                Primary Azimuth Mark                     Grid Az
 RC2327:SPC WA S     -  COOKS                                    070 00 20.6
 RC2327:SPC OR N     -  COOKS                                    069 59 06.2
 RC2327:UTM  10      -  COOKS                                    068 12 12.8
 RC2327
 RC2327|---------------------------------------------------------------------|
 RC2327| PID    Reference Object                     Distance      Geod. Az  |
 RC2327|                                                           dddmmss.s |
 RC2327| RC2305 COOKS                               APPROX. 2.9 KM 0690757.2 |
 RC2327| RC2313 COOKS LIGHT                         APPROX. 1.3 KM 0693107.8 |
 RC2327| CF4260 CRYSTAL RM 1                          4.668 METERS 22655     |
 RC2327| RC2322 PORTLAND SPOKANE AWY BCN 49 MI      APPROX. 1.8 KM 2293954.2 |
 RC2327| RC2330 PORTLAND SPOKANE AWY BCN 48 MI      APPROX. 2.9 KM 2502101.8 |
 RC2327| CF4261 CRYSTAL RM 2                         12.810 METERS 32959     |
 RC2327|---------------------------------------------------------------------|
 RC2327
 RC2327                          SUPERSEDED SURVEY CONTROL
 RC2327
 RC2327  NAD 83(1991)-  45 42 01.95682(N)    121 42 07.43488(W) AD(       ) 3
 RC2327  NAD 83(1986)-  45 42 01.96887(N)    121 42 07.44218(W) AD(       ) 3
 RC2327  NAD 27      -  45 42 02.54500(N)    121 42 03.17300(W) AD(       ) 3
 RC2327
 RC2327.Superseded values are not recommended for survey control.
 RC2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2327.See file dsdata.txt to determine how the superseded data were derived.
 RC2327
 RC2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR0104361596(NAD 83)
 RC2327_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2327_SETTING: 66 = SET IN ROCK OUTCROP
 RC2327
 RC2327  HISTORY     - Date     Condition        Report By
 RC2327  HISTORY     - 1939     MONUMENTED       CGS
 RC2327  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2327  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2327
 RC2327                          STATION DESCRIPTION
 RC2327
 RC2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2327'STATION IS ON N BANK OF THE COLUMBIA RIVER, ABOUT 2-1/2 MILES W OF
 RC2327'COOKS, WASHINGTON, ON THE TOP OF A BENCH ABOVE CLIFFS TO N OF
 RC2327'U.S. HIGHWAY 830.  THE STATION IS 6 METERS FROM THE INNER END OF
 RC2327'A NOTCH IN THE CLIFF AND 11 METERS FROM A POINT OF ROCK ON CLIFF,
 RC2327'28 METERS NE OF ONLY TALL PINT TREE ON BENCH IN THE VICINITY, AND
 RC2327'25 METERS S OF THE POWER LINE.
 RC2327'
 RC2327'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 RC2327'IN DRILL HOLES IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND
 RC2327'12A.
 RC2327'
 RC2327'STATION CAN BE REACHED AS FOLLOWS--FROM BRIDGE OVER WIND RIVER,
 RC2327'GO E ON U.S. HIGHWAY 830 4.5 MILES OR GO W FROM COOKS, WASHINGTON,
 RC2327'2.5 MILES, TO HIGHWAY GRAVEL PILES ON N SIDE OF THE HIGHWAY.  TURN
 RC2327'N AT THE GRAVEL PILES, AND BEND E, GO TO END OF DIM ROAD.  HIKE
 RC2327'N, BEARING E TO TOP OF BENCH AND CONTINUE ON BENCH TO STATION.
 RC2327
 RC2327                          STATION RECOVERY (1948)
 RC2327
 RC2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2327'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 RC2327'
 RC2327'STATION IS ON THE N BANK OF THE COLUMBIA RIVER, ABOUT 2-1/2 MILES
 RC2327'W OF COOKS, ON THE TOP OF A GRASS-COVERED BENCH ABOVE CLIFFS TO N
 RC2327'OF U.S. HIGHWAY 830.  THE STATION IS 6 METERS FROM THE INNER END
 RC2327'OF A NOTCH IN THE CLIFFS, 11 METERS FROM A POINT OF ROCK ON CLIFF,
 RC2327'28 METERS NE OF ONLY TALL PINE TREE (NOW DEAD) ON BENCH IN THE
 RC2327'VICINITY, AND 25 METERS S OF THE POWER LINE.
 RC2327'
 RC2327'STATION MARK IS A BRONZE DISK SET IN DRILL HOLE IN OUTCROPPING
 RC2327'BEDROCK AND CEMENTED, STAMPED CRYSTAL 1939.  CONSIDERABLE AMOUNT
 RC2327'OF OLD SIGNAL-BUILDING LUMBER WAS LEFT AT THE SITE OF STATION AND
 RC2327'THAT SHOULD HELP IN FUTURE RECOVERY OF THE STATION.
 RC2327'
 RC2327'R.M. 1 IS A BRONZE REFERENCE DISK SET IN DRILL HOLE IN OUTCROPPING
 RC2327'BEDROCK AND CEMENTED, STAMPED CRYSTAL NO. 1 1939.  IT IS 4.668
 RC2327'METERS (15.31 FEET) W OF THE STATION.
 RC2327'
 RC2327'R.M. 2 IS A BRONZE REFERENCE DISK SET IN DRILL HOLE IN OUTCROPPING
 RC2327'BEDROCK AND CEMENTED, STAMPED CRYSTAL NO.2 1939.  IT IS 12.81 METERS
 RC2327'(42.03 FEET) NW OF THE STATION.
 RC2327'
 RC2327'STATION CAN BE REACHED AS FOLLOWS--FROM BRIDGE OVER WIND RIVER GO
 RC2327'E ON U.S. HIGHWAY 830 4.5 MILES TO R.E. JACKSONS CAFE AND FILLING
 RC2327'STATION OR GO W FROM COOKS 2.5 MILES TO SAME PLACE ON N SIDE OF
 RC2327'HIGHWAY.  TURN N JUST E OF THE CAFE AND FILLING STATION AND BEND E
 RC2327'ON DIM ROAD LEADING UP-GRADE AND GO TO HIGHEST PART OF THIS
 RC2327'ROAD.  THEN HIKE N A FEW METERS AND THENCE E CONTINUING UPGRADE
 RC2327'TO STATION.  THIS IS ABOUT A 15-MINUTE HIKE AND FAIRLY EASY TO
 RC2327'HIKE.
 RC2327'
 RC2327'THE 1939 DISTANCES WERE VERIFIED BUT NO CHECK MADE ON DIRECTIONS
 RC2327'AT THIS TIME.
 RC2327
 RC2327                          STATION RECOVERY (1959)
 RC2327
 RC2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2327'RECOVERED IN GOOD CONDITION ABOUT 2 MILES WEST OF COOK, WASH., ON A
 RC2327'GRASS-COVERED BENCH AT THE TOP OF THE CLIFFS THAT OVERLOOK
 RC2327'U.S. HIGHWAY 830, ABOUT 300 FEET ABOVE THE HIGHWAY, ABOUT 35 FEET
 RC2327'NORTHWEST OF THE EDGE OF THE CLIFF, ABOUT 80 FEET SOUTH OF A POWER
 RC2327'TRANSMISSION LINE, NEAR THE WEST EDGE OF A ROCK SLIDE AREA.
 RC2327'
 RC2327'THE STATION IS A STANDARD DISK STAMPED CRYSTAL 1939 SET IN A ROCK
 RC2327'OUTCROP.  THE OUTCROP PORJECTS ABOUT 6 INCHES ABOVE THE SURFACE
 RC2327'OF THE GROUND.
 RC2327'
 RC2327'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CRYSTAL NO 1
 RC2327'1939 SET IN A ROCK OUTCROP.  IT IS WEST OF THE STATION.
 RC2327'
 RC2327'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CRYSTAL NO 2
 RC2327'1939 SET IN A ROCK OUTCROP.  IT IS NORTHWEST OF THE STATION.
 RC2327'
 RC2327'TO REACH FROM THE EAST END OF THE HIGHWAY BRIDGE OVER THE WIND
 RC2327'RIVER, GO EAST ON U.S. HIGHWAY 830 FOR 4.5 MILES TO THE CREST TRAIL
 RC2327'INN CAFE ON THE LEFT, TURN OFF HIGHWAY AND PROCEED EASTWARD UP A
 RC2327'DIRT ROAD (WHERE THE CASCADE CREST TRAIL BEGINS ON THE SOUTH SLOPE
 RC2327'OF DOG MOUNTAIN) FOR 0.1 MILE TO THE HIGHEST POINT OF THE ROAD,
 RC2327'PART THE TRUCK AND PACK EAST-NORTHEAST ALONG A TRAIL THAT SKIRTS
 RC2327'THE RIM OF THE CLIFF, TO THE STATION.  ABOUT A 5 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1481 ***********************************************************************
 SX1481  DESIGNATION -  CRYSTAL
 SX1481  PID         -  SX1481
 SX1481  STATE/COUNTY-  WA/KING
 SX1481  USGS QUAD   -  FALL CITY (1993)
 SX1481
 SX1481                         *CURRENT SURVEY CONTROL
 SX1481  ___________________________________________________________________
 SX1481* NAD 83(1991)-  47 37 20.07800(N)    121 59 54.66856(W)     ADJUSTED  
 SX1481* NAVD 88     -       128.40   (+/-2cm)     421.3    (feet)  VERTCON   
 SX1481  ___________________________________________________________________
 SX1481  LAPLACE CORR-          13.09  (seconds)                    DEFLEC99
 SX1481  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 SX1481
 SX1481  HORZ ORDER  -  THIRD
 SX1481  VERT ORDER  -  THIRD ? (See Below)
 SX1481
 SX1481.The horizontal coordinates were established by classical geodetic methods
 SX1481.and adjusted by the National Geodetic Survey in December 1991..
 SX1481
 SX1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1481.The vertical order pertains to the NGVD 29 superseded value.
 SX1481
 SX1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1481
 SX1481.The geoid height was determined by GEOID03.
 SX1481
 SX1481;                    North         East     Units Scale Factor Converg.
 SX1481;SPC WA N     -    69,845.322   412,419.879   MT  0.99997944   -0 52 03.0
 SX1481;SPC WA N     -   229,150.86  1,353,080.89   sFT  0.99997944   -0 52 03.0
 SX1481;UTM  10      - 5,274,801.428   575,249.369   MT  0.99966958   +0 44 23.4
 SX1481
 SX1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1481!SPC WA N     -   0.99998349  x   0.99997944  =   0.99996293
 SX1481!UTM  10      -   0.99998349  x   0.99966958  =   0.99965307
 SX1481
 SX1481:                Primary Azimuth Mark                     Grid Az
 SX1481:SPC WA N     -  COAL CREEK 1936                          224 35 39.8
 SX1481:UTM  10      -  COAL CREEK 1936                          222 59 13.4
 SX1481
 SX1481|---------------------------------------------------------------------|
 SX1481| PID    Reference Object                     Distance      Geod. Az  |
 SX1481|                                                           dddmmss.s |
 SX1481| SY3559 COAL CREEK 1936                     APPROX.11.9 KM 2234336.8 |
 SX1481|---------------------------------------------------------------------|
 SX1481
 SX1481                          SUPERSEDED SURVEY CONTROL
 SX1481
 SX1481  NAD 83(1986)-  47 37 20.06970(N)    121 59 54.67421(W) AD(       ) 3
 SX1481  NAD 27      -  47 37 20.70700(N)    121 59 50.24900(W) AD(       ) 3
 SX1481  NGVD 29 (07/19/86)  127.31   (m)          417.7    (f) LEVELING    3  
 SX1481
 SX1481.Superseded values are not recommended for survey control.
 SX1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1481.See file dsdata.txt to determine how the superseded data were derived.
 SX1481
 SX1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7524974801(NAD 83)
 SX1481_MARKER: Z = SEE DESCRIPTION
 SX1481_SETTING: 0 = UNSPECIFIED SETTING
 SX1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1481
 SX1481  HISTORY     - Date     Condition        Report By
 SX1481  HISTORY     - 1937     MONUMENTED       WAGS
 SX1481  HISTORY     - 1958     SEE DESCRIPTION  BPA
 SX1481
 SX1481                          STATION DESCRIPTION
 SX1481
 SX1481'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1481'THIS STATION IS IN NE 1/4 OF SE 1/4 OF SEC. 26, T.25, R.6.  IT IS
 SX1481'LOCATED ON THE W SIDE OF HAPPY VALLEY ABOUT 6.5 MILES S OF REDMOND
 SX1481'AND ABOUT 8 MILES NW OF FALLS CITY ON TOP OF W RIDGE OF VALLEY AT
 SX1481'HIGHEST PART.
 SX1481'
 SX1481'STATION IS MARKED BY STANDARD STATE SURVEY BRONZE DISK, STAMPED
 SX1481'KING COUNTY AERIAL SURVEY SET IN A BOULDER.
 SX1481'
 SX1481'REFERENCE MARK SET SIMILARLY 32.88 FEET MAGNETIC N 11 DEG E.
 SX1481'
 SX1481'TO REACH STATION FROM REDMOND ON FALLS CITY HIGHWAY RUN S TO A
 SX1481'CARNATION MILK SIGN AT A ROAD INTERSECTION READING REDMOND 7,
 SX1481'FALLS CITY 8.  CONTINUE 0.3 MILE FARTHER TO A SIGN CRYSTAL GARDEN.
 SX1481'SEE LOGGING ROAD RUNNING S ACROSS LOW GROUND ON RIGHT.  FOLLOW IT
 SX1481'TO THE FOOT OF OPPOSITE HILL, GO TO TOP OF HILL.  CONTINUE 450 FEET
 SX1481'TO A ROAD.  FOLLOW ROAD 800 FEET S.  STATION IS ON KNOLL 125 FEET E
 SX1481'OF ROAD.
 SX1481
 SX1481                          STATION RECOVERY (1958)
 SX1481
 SX1481'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1958
 SX1481'TO REACH FROM THE BRIDGE OVER THE SNOQUALMIE RIVER IN FALLS CITY
 SX1481'GO WEST ON STATE HIGHWAY NO. 2, 8.7 MILES TO A SIDE ROAD, LEFT, (SIGN
 SX1481'BEAVER LAKE.  FALLS CITY E. 8.0.  REDMOND W.  8.0).  TURN LEFT,
 SX1481'SOUTH, ON BEAVER LAKE ROAD AND GO 1.6 MILES TO A CROSSROAD.  TURN
 SX1481'LEFT, EAST, AND GO 0.4 MILE TO GATE ON LEFT (B.P.A. ACCESS ROAD).
 SX1481'TURN LEFT THROUGH GATE AND GO NORTHEASTERLY ON ACCESS ROAD 0.4 MILE
 SX1481'TO APPROXIMATELY HALF WAY BETWEEN TOWERS 143/3 AND 143/4.  LEAVE
 SX1481'CAR AND PACK NORTHEASTERLY APPROXIMATELY 1200 FEET TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5228 ***********************************************************************
 SY5228  DESIGNATION -  CRYSTAL 2
 SY5228  PID         -  SY5228
 SY5228  STATE/COUNTY-  WA/KITSAP
 SY5228  USGS QUAD   -  BREMERTON EAST (1981)
 SY5228
 SY5228                         *CURRENT SURVEY CONTROL
 SY5228  ___________________________________________________________________
 SY5228* NAD 83(1991)-  47 36 41.94183(N)    122 34 30.65166(W)     ADJUSTED  
 SY5228* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY5228  ___________________________________________________________________
 SY5228  LAPLACE CORR-         -12.44  (seconds)                    DEFLEC99
 SY5228  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SY5228
 SY5228  HORZ ORDER  -  SECOND
 SY5228
 SY5228.The horizontal coordinates were established by classical geodetic methods
 SY5228.and adjusted by the National Geodetic Survey in December 1991..
 SY5228
 SY5228.The orthometric height was scaled from a topographic map.
 SY5228
 SY5228.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5228
 SY5228.The geoid height was determined by GEOID03.
 SY5228
 SY5228;                    North         East     Units Scale Factor Converg.
 SY5228;SPC WA N     -    69,486.489   369,055.129   MT  0.99998104   -1 17 48.6
 SY5228;SPC WA N     -   227,973.59  1,210,808.37   sFT  0.99998104   -1 17 48.6
 SY5228;UTM  10      - 5,273,225.679   531,926.656   MT  0.99961253   +0 18 49.6
 SY5228
 SY5228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5228!SPC WA N     -   1.00000314  x   0.99998104  =   0.99998418
 SY5228!UTM  10      -   1.00000314  x   0.99961253  =   0.99961566
 SY5228
 SY5228|---------------------------------------------------------------------|
 SY5228| PID    Reference Object                     Distance      Geod. Az  |
 SY5228|                                                           dddmmss.s |
 SY5228| CF6488 CRYSTAL 2 RM 1                       46.325 METERS 04249     |
 SY5228| SY5205 HUNCH 2                             APPROX. 1.3 KM 1853359.6 |
 SY5228|---------------------------------------------------------------------|
 SY5228
 SY5228                          SUPERSEDED SURVEY CONTROL
 SY5228
 SY5228  NAD 83(1986)-  47 36 41.93632(N)    122 34 30.65749(W) AD(       ) 2
 SY5228  NAD 27      -  47 36 42.59200(N)    122 34 26.17300(W) AD(       ) 2
 SY5228
 SY5228.Superseded values are not recommended for survey control.
 SY5228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5228.See file dsdata.txt to determine how the superseded data were derived.
 SY5228
 SY5228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3192773226(NAD 83)
 SY5228_MARKER: Z = SEE DESCRIPTION
 SY5228_SETTING: 0 = UNSPECIFIED SETTING
 SY5228
 SY5228  HISTORY     - Date     Condition        Report By
 SY5228  HISTORY     - 1934     MONUMENTED       CGS
 SY5228  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY5228  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY5228  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 SY5228
 SY5228                          STATION DESCRIPTION
 SY5228
 SY5228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5228'LOCATED ON A ROUNDING GRAVEL SPIT ABOUT 1-1/3 MILES (NAUTICAL) N
 SY5228'OF POINT WHITE ON THE E SIDE OF PORT ORCHARD AND NEAR THE VILLAGE
 SY5228'KNOWN AS CRYSTAL SPRINGS.  ABOUT 20 FEET BACK FROM THE HIGH-WATER
 SY5228'LINE AND 10 FEET BACK OF THE GRASS LINE AND JUST TO THE SW OF THE
 SY5228'INTERSECTION OF TWO OLD ROADS.
 SY5228'
 SY5228'SURFACE MARK IS A STANDARD DISK SET IN A 12- BY 12- BY 24-INCH
 SY5228'BLOCK OF CONCRETE AND IS 2 INCHES BELOW THE SURFACE.
 SY5228'
 SY5228'SUBSURFACE MARK IS A STANDARD DISK SET IN A MASS OF CONCRETE ABOUT
 SY5228'30 INCHES DEEP.
 SY5228'
 SY5228'REFERENCE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A VERY
 SY5228'LARGE BOULDER ABOUT 10 FEET OUTSIDE THE HIGH-WATER LINE.
 SY5228
 SY5228                          STATION RECOVERY (1936)
 SY5228
 SY5228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 SY5228'IN APRIL 1936, GORDON PRENTICE, OWNER OF PROPERTY, INFORMED THE
 SY5228'SEATTLE OFFICE THAT THE BOULDER ON WHICH THE REFERENCE MARK WAS
 SY5228'LOCATED WAS BROKEN UP TO MAKE WAY FOR A SWIMMING POOL.  A BULKHEAD
 SY5228'WAS BUILT ON THE BEACH LINE AND THE REFERENCE MARK WAS MOVED TO A
 SY5228'BULKHEAD BY MR. PRENTICE, EXACTLY ON THE LINE OF THE STATION AND
 SY5228'ORIGINAL PLACEMENT OF REFERENCE MARK AND 68 FT 2 IN NEARER
 SY5228'TO THE STATION.  NO CHECK INSPECTION HAS BEEN MADE BY A FIELD
 SY5228'OFFICER.
 SY5228
 SY5228                          STATION RECOVERY (1960)
 SY5228
 SY5228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FGJ)
 SY5228'STATION AND RM WERE RECOVERED AS DESCRIBED IN 1934, 1936, AND
 SY5228'1942.  STATION MONUMENT APPEARED TO BE TIPPED SLIGHTLY TO THE
 SY5228'WEST.  RM HAD BEEN RESET BY PROPERTY OWNER TO NORTH, IN ROCK
 SY5228'BULKHEAD, WITH ARROW POINTING AWAY FROM STATION.
 SY5228'
 SY5228'PROPERTY OWNER AT STATION SITE, MR. WILL F. JAHNCKE, REQUESTED
 SY5228'REMOVAL OF STATION TO PERMIT CONSTRUCTION OF AN ADDITION TO HIS
 SY5228'HOME.  SINCE STATION CRYSTAL 1915 WAS FOUND IN GOOD CONDITION
 SY5228'BEHIND THE EXISTING HOUSE, STATION MARK AND RM FOR CRYSTAL 2
 SY5228'WERE CHIPPED OUT, AND OWNER AUTHORIZED TO DESTROY POST AND
 SY5228'SUB-SURFACE MARK, IF NECESSARY.
 SY5228
 SY5228                          STATION RECOVERY (1996)
 SY5228
 SY5228'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH6994 ***********************************************************************
 AH6994  HT_MOD      -  This is a Height Modernization Survey Station.
 AH6994  DESIGNATION -  CSW 1
 AH6994  PID         -  AH6994
 AH6994  STATE/COUNTY-  WA/PACIFIC
 AH6994  USGS QUAD   -  NORTH COVE (1995)
 AH6994
 AH6994                         *CURRENT SURVEY CONTROL
 AH6994  ___________________________________________________________________
 AH6994* NAD 83(1998)-  46 44 00.31415(N)    124 03 26.77286(W)     ADJUSTED  
 AH6994* NAVD 88     -        96.91   (meters)     317.9    (feet)  GPS OBS   
 AH6994  ___________________________________________________________________
 AH6994  X           -  -2,452,547.744 (meters)                     COMP
 AH6994  Y           -  -3,628,200.690 (meters)                     COMP
 AH6994  Z           -   4,621,556.203 (meters)                     COMP
 AH6994  LAPLACE CORR-          15.48  (seconds)                    DEFLEC99
 AH6994  ELLIP HEIGHT-          72.64  (meters)          (07/03/01) GPS OBS
 AH6994  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AH6994
 AH6994  HORZ ORDER  -  FIRST
 AH6994  ELLP ORDER  -  FIFTH     CLASS I
 AH6994
 AH6994.The horizontal coordinates were established by GPS observations
 AH6994.and adjusted by the National Geodetic Survey in July 2001..
 AH6994.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AH6994.DATUM ITEM on the data sheet items page.
 AH6994
 AH6994.The orthometric height was determined by GPS observations and a
 AH6994.high-resolution geoid model using precise GPS observation and
 AH6994.processing techniques.
 AH6994
 AH6994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6994
 AH6994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6994
 AH6994.The ellipsoidal height was determined by GPS observations
 AH6994.and is referenced to NAD 83.
 AH6994
 AH6994.The geoid height was determined by GEOID03.
 AH6994
 AH6994;                    North         East     Units Scale Factor Converg.
 AH6994;SPC WA S     -   161,750.278   228,207.283   MT  0.99991794   -2 35 02.8
 AH6994;SPC WA S     -   530,675.70    748,710.06   sFT  0.99991794   -2 35 02.8
 AH6994;UTM  10      - 5,176,083.705   419,209.044   MT  0.99968023   -0 46 12.1
 AH6994
 AH6994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6994!SPC WA S     -   0.99998861  x   0.99991794  =   0.99990655
 AH6994!UTM  10      -   0.99998861  x   0.99968023  =   0.99966885
 AH6994
 AH6994|---------------------------------------------------------------------|
 AH6994| PID    Reference Object                     Distance      Geod. Az  |
 AH6994|                                                           dddmmss.s |
 AH6994| AH7012 CSW 2                                51.639 METERS 34926     |
 AH6994|---------------------------------------------------------------------|
 AH6994
 AH6994                          SUPERSEDED SURVEY CONTROL
 AH6994
 AH6994  NAD 83(1991)-  46 44 00.31207(N)    124 03 26.77436(W) AD(       ) 1
 AH6994  ELLIP H (01/20/99)   72.67   (m)                       GP(       ) 3 2
 AH6994
 AH6994.Superseded values are not recommended for survey control.
 AH6994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6994.See file dsdata.txt to determine how the superseded data were derived.
 AH6994
 AH6994_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1920976084(NAD 83)
 AH6994_MARKER: DD = SURVEY DISK
 AH6994_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH6994_STAMPING: CSW 1
 AH6994_MARK LOGO: USGS  
 AH6994_PROJECTION: FLUSH
 AH6994_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH6994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6994+STABILITY: SURFACE MOTION
 AH6994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6994+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH6994
 AH6994  HISTORY     - Date     Condition        Report By
 AH6994  HISTORY     - 1996     MONUMENTED       USGS
 AH6994
 AH6994                          STATION DESCRIPTION
 AH6994
 AH6994'DESCRIBED BY US GEOLOGICAL SURVEY 1996 (TER)
 AH6994'THE STATION IS LOCATED SOUTHEAST OF NORTH COVE APPROXIMATELY 16.5 KM
 AH6994'(10.25 MI) SOUTH OF WESTPORT, 23 KM (14.30 MI) NW OF SOUTH BEND AND 41
 AH6994'KM (25.45 MI) NORTH OF LONG BEACH.  TO REACH THE STATION FROM THE
 AH6994'INTERSECTION OF WARRENTON CANNERY ROAD AND HIGHWAY 105 TAKE HIGHWAY
 AH6994'105 SOUTHEAST 1.3 MILES (2.1 KM) TOWARD TOKELAND.  TURN NORTH ON
 AH6994'PRIVATE DRIVE, NAMED PANORAMA LANE, TO GATE.  THE PRIVATE DRIVE IS
 AH6994'LOCATED BETWEEN MILE MARKER 20 AND 21 (APPROXIMATELY 20.8) .  PASS
 AH6994'THROUGH A LOCKED GATE AND TRAVEL UP HILL 0.3 MILES (0.5 KM) TO SECOND
 AH6994'LOCKED GATE.  CONTINUE THROUGH GATE ABOUT 300 METERS (984.2 FT) TO TOP
 AH6994'OF HILL AND STATION.  THE STATION IS 1 METER (3.3 FT) EAST OF A
 AH6994'PLASTIC WITNESS POST.  THERE ARE THREE REFERENCE MARKS FOR THIS
 AH6994'STATION.  REFERENCE MARK CSW 2 IS 49.6 METERS (162.7 FT) 350 DEGREES
 AH6994'TRUE OF THE STATION.  REFERENCE MARK CSW 3 IS 53.4 METERS (175.2 FT)
 AH6994'080 DEGREES TRUE OF THE STATION.  REFERENCE MARK CSW 4 IS 27.6 METERS
 AH6994'(90.6 FT) 202 DEGREES TRUE OF THE STATION.  THE STATION IS A STAINLESS
 AH6994'STEEL ROD WITH ALUMINUM CAP DRIVEN 10 FEET (3.0 M) .  CAP IS STAMPED
 AH6994'CSW 1 1996.  THE ROD IS SURROUNDED BY A PVC PIPE WHICH EXTENDS 5
 AH6994'INCHES ABOVE GROUND LEVEL.  THE CAP IS LEVEL WITH THE GROUND.  THE
 AH6994'REFERENCE MARKS ARE STAINLESS STEEL RODS WITH ALUMINUM CAPS DRIVEN 10
 AH6994'FEET (3.0 M) AND STAMPED CSW 2, CSW 3, CSW 4.  STATION SET IN 1996.
 AH6994'DESCRIBED AND SURVEYED BY WASHINGTON STATE DEPARTMENT OF ECOLOGY,
 AH6994'7/1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH7012 ***********************************************************************
 AH7012  HT_MOD      -  This is a Height Modernization Survey Station.
 AH7012  DESIGNATION -  CSW 2
 AH7012  PID         -  AH7012
 AH7012  STATE/COUNTY-  WA/PACIFIC
 AH7012  USGS QUAD   -  NORTH COVE (1995)
 AH7012
 AH7012                         *CURRENT SURVEY CONTROL
 AH7012  ___________________________________________________________________
 AH7012* NAD 83(1998)-  46 44 01.95805(N)    124 03 27.21906(W)     ADJUSTED  
 AH7012* NAVD 88     -        91.40   (meters)     299.9    (feet)  GPS OBS   
 AH7012  ___________________________________________________________________
 AH7012  X           -  -2,452,532.777 (meters)                     COMP
 AH7012  Y           -  -3,628,161.631 (meters)                     COMP
 AH7012  Z           -   4,621,586.983 (meters)                     COMP
 AH7012  LAPLACE CORR-          15.49  (seconds)                    DEFLEC99
 AH7012  ELLIP HEIGHT-          67.13  (meters)          (07/03/01) GPS OBS
 AH7012  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AH7012
 AH7012  HORZ ORDER  -  FIRST
 AH7012  ELLP ORDER  -  FIFTH     CLASS I
 AH7012
 AH7012.The horizontal coordinates were established by GPS observations
 AH7012.and adjusted by the National Geodetic Survey in July 2001..
 AH7012.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AH7012.DATUM ITEM on the data sheet items page.
 AH7012
 AH7012.The orthometric height was determined by GPS observations and a
 AH7012.high-resolution geoid model using precise GPS observation and
 AH7012.processing techniques.
 AH7012
 AH7012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7012
 AH7012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7012
 AH7012.The ellipsoidal height was determined by GPS observations
 AH7012.and is referenced to NAD 83.
 AH7012
 AH7012.The geoid height was determined by GEOID03.
 AH7012
 AH7012;                    North         East     Units Scale Factor Converg.
 AH7012;SPC WA S     -   161,801.412   228,200.108   MT  0.99991796   -2 35 03.1
 AH7012;SPC WA S     -   530,843.47    748,686.52   sFT  0.99991796   -2 35 03.1
 AH7012;UTM  10      - 5,176,134.574   419,200.256   MT  0.99968024   -0 46 12.5
 AH7012
 AH7012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7012!SPC WA S     -   0.99998948  x   0.99991796  =   0.99990744
 AH7012!UTM  10      -   0.99998948  x   0.99968024  =   0.99966972
 AH7012
 AH7012|---------------------------------------------------------------------|
 AH7012| PID    Reference Object                     Distance      Geod. Az  |
 AH7012|                                                           dddmmss.s |
 AH7012| AH6994 CSW 1                                51.639 METERS 16926     |
 AH7012|---------------------------------------------------------------------|
 AH7012
 AH7012                          SUPERSEDED SURVEY CONTROL
 AH7012
 AH7012  NAD 83(1991)-  46 44 01.95598(N)    124 03 27.22060(W) AD(       ) 1
 AH7012  ELLIP H (01/20/99)   67.16   (m)                       GP(       ) 3 2
 AH7012
 AH7012.Superseded values are not recommended for survey control.
 AH7012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7012.See file dsdata.txt to determine how the superseded data were derived.
 AH7012
 AH7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1920076135(NAD 83)
 AH7012_MARKER: I = METAL ROD
 AH7012_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7012_STAMPING: CSW 2 1996
 AH7012_MARK LOGO: USGS  
 AH7012_PROJECTION: RECESSED 10 CENTIMETERS
 AH7012_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7012+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH7012_ROD/PIPE-DEPTH: 10   meters
 AH7012
 AH7012  HISTORY     - Date     Condition        Report By
 AH7012  HISTORY     - 1996     MONUMENTED       USGS
 AH7012
 AH7012                          STATION DESCRIPTION
 AH7012
 AH7012'DESCRIBED BY US GEOLOGICAL SURVEY 1996 (TER)
 AH7012'DESCRIBED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY 1997 (RCD) .
 AH7012'THE STATION IS LOCATED SOUTHEAST OF NORTH COVE NEAR THE CAPE
 AH7012'SHOALWATER INDIAN RESERVATION.  FROM THE INTERSECTION OF WARRENTON
 AH7012'CANNERY ROAD AND SR 105 IN NORTH COVE HEAD SOUTH ON SR 105 1.3 MILES
 AH7012'(2.1 KM) TOWARD TOKELAND.  BETWEEN MILE POST 20 AND 21 (ABOUT 20.8)
 AH7012'TURN LEFT ONTO PANORMA LANE.  PASS THROUGH GATE AND CONTINUE UP HILL
 AH7012'FOR 0.3 MILES (0.5 KM) TO SECOND GATE.  PASS THROUGH GATE AND GO ABOUT
 AH7012'300 M (984.2 FT) UP HILL TO STATION.  THE STATION IS ON A TALL HILL
 AH7012'OVERLOOKING WILLAPA BAY AND SR 105.  THE STATION IS 87 M, (285.4 FT)
 AH7012'261 DEGREES GRID, FROM A METAL STORAGE SHED, 1 M (3.3 FT) EAST OF A
 AH7012'ORANGE WITNESS POST.  THERE ARE THREE REFERENCE MARKS FOR THIS
 AH7012'STATION.  REFERENCE MARK CSW 1 IS 51.28 M, (168.24 FT) 170 DEGREES
 AH7012'GRID, OF THE STATION.  REFERENCE MARK CSW 3 IS 77.44 M, (254.07 FT)
 AH7012'121 DEGREES GRID, OF THE STATION.  REFERENCE MARK CSW 4 IS 76.44 M,
 AH7012'(250.79 FT) 183 DEGREES GRID, OF THE STATION.  THE STATION IS A
 AH7012'STAINLESS STEEL ROD WITH CAP DRIVEN 10 FT. (3.0 M) THE CAP IS
 AH7012'SURROUNDED BY A PVC PIPE THAT EXTENDS 5 INCHES ABOVE THE GROUND.  THE
 AH7012'CAP IS LEVEL WITH THE GROUND.  THE CAP IS STAMPED CSW 2 1996.  THE
 AH7012'REFERENCE MARKS ARE STAINLESS STEEL RODS WITH CAPS DRIVEN 10 FT. (3.0
 AH7012'M) THE CAPS ARE STAMPED CSW 1 1996, CSW 3 1996, AND CSW 4 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1176 ***********************************************************************
 SB1176  DESIGNATION -  CU 0483
 SB1176  PID         -  SB1176
 SB1176  STATE/COUNTY-  WA/YAKIMA
 SB1176  USGS QUAD   -  NILE (1987)
 SB1176
 SB1176                         *CURRENT SURVEY CONTROL
 SB1176  ___________________________________________________________________
 SB1176* NAD 83(1986)-  46 50 17.     (N)    120 57 02.     (W)     SCALED    
 SB1176* NAVD 88     -       619.924  (meters)    2033.87   (feet)  ADJUSTED  
 SB1176  ___________________________________________________________________
 SB1176  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 SB1176  DYNAMIC HT  -         619.897 (meters)    2033.78  (feet)  COMP
 SB1176  MODELED GRAV-     980,550.4   (mgal)                       NAVD 88
 SB1176
 SB1176  VERT ORDER  -  THIRD
 SB1176
 SB1176.The horizontal coordinates were scaled from a topographic map and have
 SB1176.an estimated accuracy of +/- 6 seconds.
 SB1176
 SB1176.The orthometric height was determined by differential leveling
 SB1176.and adjusted by the National Geodetic Survey in April 1995..
 SB1176
 SB1176.The geoid height was determined by GEOID03.
 SB1176
 SB1176.The dynamic height is computed by dividing the NAVD 88
 SB1176.geopotential number by the normal gravity value computed on the
 SB1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB1176.degrees latitude (g = 980.6199 gals.).
 SB1176
 SB1176.The modeled gravity was interpolated from observed gravity values.
 SB1176
 SB1176;                    North         East    Units  Estimated Accuracy
 SB1176;SPC WA S     -   167,350.      465,630.      MT  (+/- 180 meters Scaled)
 SB1176
 SB1176                          SUPERSEDED SURVEY CONTROL
 SB1176
 SB1176.No superseded survey control is available for this station.
 SB1176
 SB1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS562892(NAD 83)
 SB1176_MARKER: DD = SURVEY DISK
 SB1176_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SB1176_SP_SET: DRILL HOLE INHEADWALL
 SB1176_STAMPING: CU 0483 1990
 SB1176_MARK LOGO: WA-077
 SB1176_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1176+STABILITY: SURFACE MOTION
 SB1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1176+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SB1176
 SB1176  HISTORY     - Date     Condition        Report By
 SB1176  HISTORY     - 1990     MONUMENTED       WA-077
 SB1176
 SB1176                          STATION DESCRIPTION
 SB1176
 SB1176'DESCRIBED BY YAKIMA COUNTY WASHINGTON 1990
 SB1176'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI) SOUTHWEST OF
 SB1176'ELLENSBURG, 29.0 KM (18.0 MI) NORTHEAST OF RIMROCK, 30.6 KM
 SB1176'(19.0 MI) NORTHWEST OF NACHES, 14.5 KM (9.0 MI) SOUTHEAST OF
 SB1176'CLIFFDELL AND RIGHT OF WAY FOR NILE ROAD.
 SB1176'TO REACH FROM THE US FOREST SERVICE RANGER STATION IN NACHES, GO
 SB1176'NORTHWEST ON US HIGHWAY 12 FOR 7.24 KM (4.50 MI) TO THE JUNCTION OF
 SB1176'STATE ROUTE 410.  BEAR RIGHT AND GO NORTHWEST ON STATE ROUTE 410 FOR
 SB1176'19.0 KM (11.8 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON
 SB1176'NILE ROAD FOR 5.31 KM (3.30 MI) TO A CONCRET BOX CULVERT AND THE
 SB1176'STATION.
 SB1176'THE MARK IS SET IN A DRILL HOLE IN THE NORTH END OF THE WEST HEADWALL
 SB1176'FOR YAKIMA COUNTY CULVERT NUMBER 0483.  IT IS 3.4 M (11.2 FT) WEST OF
 SB1176'THE CENTER OF NILE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2543 ***********************************************************************
 SA2543  DESIGNATION -  CUE 18
 SA2543  PID         -  SA2543
 SA2543  STATE/COUNTY-  WA/BENTON
 SA2543  USGS QUAD   -  RICHLAND (1992)
 SA2543
 SA2543                         *CURRENT SURVEY CONTROL
 SA2543  ___________________________________________________________________
 SA2543* NAD 83(1998)-  46 19 40.40233(N)    119 17 10.42582(W)     ADJUSTED  
 SA2543* NAVD 88     -       134.903  (meters)     442.59   (feet)  ADJUSTED  
 SA2543  ___________________________________________________________________
 SA2543  X           -  -2,158,283.706 (meters)                     COMP
 SA2543  Y           -  -3,848,183.177 (meters)                     COMP
 SA2543  Z           -   4,590,572.040 (meters)                     COMP
 SA2543  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 SA2543  ELLIP HEIGHT-         113.17  (meters)          (07/05/01) GPS OBS
 SA2543  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SA2543  DYNAMIC HT  -         134.908 (meters)     442.61  (feet)  COMP
 SA2543  MODELED GRAV-     980,653.3   (mgal)                       NAVD 88
 SA2543
 SA2543  HORZ ORDER  -  FIRST
 SA2543  VERT ORDER  -  SECOND    CLASS II
 SA2543  ELLP ORDER  -  FOURTH    CLASS II
 SA2543
 SA2543.The horizontal coordinates were established by GPS observations
 SA2543.and adjusted by the National Geodetic Survey in July 2001..
 SA2543.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA2543.DATUM ITEM on the data sheet items page.
 SA2543
 SA2543.The orthometric height was determined by differential leveling
 SA2543.and adjusted by the National Geodetic Survey in January 1997..
 SA2543
 SA2543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA2543
 SA2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2543
 SA2543.The ellipsoidal height was determined by GPS observations
 SA2543.and is referenced to NAD 83.
 SA2543
 SA2543.The geoid height was determined by GEOID03.
 SA2543
 SA2543.The dynamic height is computed by dividing the NAVD 88
 SA2543.geopotential number by the normal gravity value computed on the
 SA2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA2543.degrees latitude (g = 980.6199 gals.).
 SA2543
 SA2543.The modeled gravity was interpolated from observed gravity values.
 SA2543
 SA2543;                    North         East     Units Scale Factor Converg.
 SA2543;SPC WA S     -   111,263.440   593,455.014   MT  0.99992462   +0 52 54.0
 SA2543;SPC WA S     -   365,036.80  1,947,026.99   sFT  0.99992462   +0 52 54.0
 SA2543;UTM  11      - 5,133,019.457   324,022.668   MT  0.99998068   -1 39 14.6
 SA2543
 SA2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2543!SPC WA S     -   0.99998226  x   0.99992462  =   0.99990688
 SA2543!UTM  11      -   0.99998226  x   0.99998068  =   0.99996294
 SA2543
 SA2543                          SUPERSEDED SURVEY CONTROL
 SA2543
 SA2543  NAD 83(1991)-  46 19 40.40088(N)    119 17 10.42494(W) AD(       ) 1
 SA2543  ELLIP H (10/22/93)  113.25   (m)                       GP(       ) 4 1
 SA2543
 SA2543.Superseded values are not recommended for survey control.
 SA2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2543.See file dsdata.txt to determine how the superseded data were derived.
 SA2543
 SA2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2402333019(NAD 83)
 SA2543_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2543_SP_SET: CONCRETE POST
 SA2543_STAMPING: CUE 18 9-91
 SA2543_MARK LOGO: WA1850
 SA2543_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2543+STABILITY: SURFACE MOTION
 SA2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2543+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1992
 SA2543
 SA2543  HISTORY     - Date     Condition        Report By
 SA2543  HISTORY     - UNK      MONUMENTED
 SA2543  HISTORY     - 19920919 GOOD             CHANCE
 SA2543
 SA2543                          STATION DESCRIPTION
 SA2543
 SA2543'DESCRIBED BY JE CHANCE AND ASSOCIATES 1992
 SA2543'THE STATION IS LOCATED APPROXIMATELY 3 MI (4.83 KM) NORTH OF RICHLAND,
 SA2543'WA., CITY CENTER.
 SA2543'TO REACH THE STATION FROM THE INTERSECTION OF SWIFT AVENUE AND JADWIN
 SA2543'BLVD. AT CITY HALL IN RICHLAND, PROCEED NORTH ON JADWIN FOR 1.8 MI
 SA2543'(2.90 KM)  TO ITS MERGER WITH STEVENS DRIVE.  CONTINUE NORTH ON
 SA2543'STEVENS DRIVE FOR 1.4 MI (2.25 KM)  TO THE ENTRANCE TO BUILDING 1171
 SA2543'ON THE LEFT (THIS ENTRANCE IS 0.3 MI (0.48 KM)  NORTH OF MILEPOST 25)
 SA2543'. TURN LEFT ON THE ENTRANCE ROAD AND THEN RIGHT, PROCEEDING NORTH
 SA2543'ACROSS A STORAGE YARD FOR 0.1 MI (0.16 KM)  TO THE BASE OF THE EAST
 SA2543'SLOPE OF A PROMINENT MOUND. PROCEED WEST ALONG A TRACK ROAD LEADING
 SA2543'UP THE SLOPE OF THE MOUND FOR 400 FT (121.92 M)  TO THE TOP AND THE
 SA2543'STATION AT THE HIGHEST POINT.  THE STATION IS 0.7 FT (0.21 M)  ABOVE
 SA2543'GROUND SURFACE.
 SA2543'THE STATION IS 25 FT (7.62 M)  SOUTH OF THE NORTH EDGE OF THE TOP OF
 SA2543'THE MOUND, 20 FT (6.10 M)  NORTH OF THE SOUTH EDGE OF THE TOP OF THE
 SA2543'MOUND, AND 1.7 FT (0.52 M)  SOUTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3444 ***********************************************************************
 SY3444  DESIGNATION -  CULL
 SY3444  PID         -  SY3444
 SY3444  STATE/COUNTY-  WA/MASON
 SY3444  USGS QUAD   -  MASON LAKE (1994)
 SY3444
 SY3444                         *CURRENT SURVEY CONTROL
 SY3444  ___________________________________________________________________
 SY3444* NAD 83(1991)-  47 15 45.23525(N)    122 55 37.08164(W)     ADJUSTED  
 SY3444* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY3444  ___________________________________________________________________
 SY3444  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 SY3444  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 SY3444
 SY3444  HORZ ORDER  -  THIRD
 SY3444
 SY3444.The horizontal coordinates were established by classical geodetic methods
 SY3444.and adjusted by the National Geodetic Survey in December 1991..
 SY3444
 SY3444.The orthometric height was scaled from a topographic map.
 SY3444
 SY3444.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3444
 SY3444.The geoid height was determined by GEOID03.
 SY3444
 SY3444;                    North         East     Units Scale Factor Converg.
 SY3444;SPC WA S     -   217,267.866   316,352.624   MT  0.99998458   -1 45 46.6
 SY3444;SPC WA S     -   712,819.66  1,037,900.23   sFT  0.99998458   -1 45 46.6
 SY3444;UTM  10      - 5,234,345.303   505,525.107   MT  0.99960038   +0 03 13.1
 SY3444
 SY3444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3444!SPC WA S     -   1.00000298  x   0.99998458  =   0.99998756
 SY3444!UTM  10      -   1.00000298  x   0.99960038  =   0.99960336
 SY3444
 SY3444|---------------------------------------------------------------------|
 SY3444| PID    Reference Object                     Distance      Geod. Az  |
 SY3444|                                                           dddmmss.s |
 SY3444| CE3496 CULL RM 1                             5.505 METERS 08914     |
 SY3444| SY3442 15                                  APPROX. 1.4 KM 1821502.9 |
 SY3444| CE3497 CULL RM 2                            14.500 METERS 19102     |
 SY3444| SY3440 POLL                                431.990 METERS 3523301.1 |
 SY3444|---------------------------------------------------------------------|
 SY3444
 SY3444                          SUPERSEDED SURVEY CONTROL
 SY3444
 SY3444  NAD 83(1986)-  47 15 45.23272(N)    122 55 37.08901(W) AD(       ) 3
 SY3444  NAD 27      -  47 15 45.89000(N)    122 55 32.59000(W) AD(       ) 3
 SY3444
 SY3444.Superseded values are not recommended for survey control.
 SY3444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3444.See file dsdata.txt to determine how the superseded data were derived.
 SY3444
 SY3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0552534345(NAD 83)
 SY3444_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3444
 SY3444  HISTORY     - Date     Condition        Report By
 SY3444  HISTORY     - 1936     MONUMENTED       CGS
 SY3444  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SY3444  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3444  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3444  HISTORY     - 1973     SEE DESCRIPTION  LOCSUR
 SY3444  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SY3444  HISTORY     - 1985     GOOD             USPSQD
 SY3444
 SY3444                          STATION DESCRIPTION
 SY3444
 SY3444'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3444'STATION IS 3 METERS BACK FROM THE HIGH-WATER LINE ON THE SMALL
 SY3444'POINT ON THE W SIDE OF PICKERING PASSAGE WHICH IS LOCATED 2.2
 SY3444'MILES (NAUTICAL) N OF THE N END OF SQUAXIN ISLAND.
 SY3444'
 SY3444'STATION IS 60 METERS S OF THE HIGH-WATER LINE AT THE N TIP OF THIS
 SY3444'SMALL POINT AND 380 METERS S OF A DOCK.  THE POINT IS LOW AND
 SY3444'SANDY, OVERGROWN WITH GRASS.
 SY3444'
 SY3444'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY3444'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3444
 SY3444                          STATION RECOVERY (1948)
 SY3444
 SY3444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HBW)
 SY3444'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION AS
 SY3444'DESCRIBED.  REFERENCE MARK 1 IS A BRONZE DISK IN A LOOSE
 SY3444'ROCK.  DESCRIPTION OF STATION IS ADEQUATE.
 SY3444
 SY3444                          STATION RECOVERY (1958)
 SY3444
 SY3444'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3444'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED.  REFERENCE
 SY3444'MARK 1 HAS BEEN DISLODGED AND HAS BEEN MOVED FROM ITS ORIGINAL
 SY3444'SITE.  THE MARK PROJECTS 0.4
 SY3444
 SY3444                          STATION RECOVERY (1967)
 SY3444
 SY3444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3444'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED.  REFERENCE
 SY3444'MARK NO. 1 WAS NOT FOUND.  REFERENCE MARK NO. 2 WAS FOUND IN A
 SY3444'1-FOOT DIAMETER BOULDER LAYING LOOSE ON THE BEACH AND THE BOULDER
 SY3444'WAS CARRIED OVER TO THE STATION MARK.
 SY3444'
 SY3444'THE STATION IS 9 MILES EAST-NORTHEAST OF SHELTON, 2-1/2 MILES
 SY3444'NORTH OF THE NORTH END OF SQUAXIN ISLAND, ON THE WESTERN SHORE
 SY3444'OF PICKERING PASSAGE AND ON THE SOUTHERN ONE OF TWO POINTS IN
 SY3444'SECTION 34, T. 21 N, R. 2 W.
 SY3444'
 SY3444'THE STATION MARK, STAMPED CULL 1936, IS A STANDARD DISK SET IN
 SY3444'A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS ON LINE WITH
 SY3444'THE HIGH WATER LINE TO THE SOUTH OF THE STATION, BUT 5 FEET EAST OF
 SY3444'THE STATION, THERE IS A 1-FOOT HIGH BANK WHICH RUNS FROM THE
 SY3444'STATION NORTH, 83 FEET SOUTH OF THE POINT WHERE THE POINT NARROWS
 SY3444'TO ABOUT 12 FEET, 70 FEET SOUTH OF THE SOUTH EDGE OF THE LAGOON
 SY3444'BEHIND THE POINT, AND 49 FEET NORTH OF A 20-INCH FIR TREE AT
 SY3444'THE TIMBERLINE ON THE POINT.  A METAL WITNESS POST WAS SET 1
 SY3444'FOOT WEST OF THE MARK.
 SY3444'
 SY3444'TO REACH FROM THE INTERSECTION OF RAILROAD AVENUE AND FIRST
 SY3444'STREET IN SHELTON, GO NORTH ON FIRST STREET FOR 0.15 MILE TO
 SY3444'PINE STREET, TURN RIGHT AND GO NORTHEASTERLY ON PINE STREET AND
 SY3444'STATE HIGHWAY 3 FOR 6.3 MILES TO A BLACKTOP ROAD RIGHT, CONTINUE
 SY3444'NORTHEAST ON STATE HIGHWAY 3 FOR 1.8 MILES TO A Y, KEEP RIGHT
 SY3444'FORK (PICKERING ROAD), AND GO SOUTHEAST 1.4 MILES TO A Y, KEEP
 SY3444'LEFT FORK 1.05 MILES TO A DRIVEWAY LEFT AND SIGNS THOMSON
 SY3444'BLANCHER ROBINSON CHEMIDLIN AND ANDERSON, TURN LEFT AND GO 0.2
 SY3444'MILE TO A CROSSROAD, TURN LEFT AND GO ABOUT 75 YARDS, CURVE
 SY3444'RIGHT AND FOLLOW DRIVEWAY ABOUT 100 YARDS TO A MOBIL HOME AND
 SY3444'CABANA.  WALK EAST 50 YARDS TO THE BEACH, THEN NORTH
 SY3444'ALONG THE BEACH 62 YARDS TO THE STATION.
 SY3444
 SY3444                          STATION RECOVERY (1973)
 SY3444
 SY3444'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (CR)
 SY3444'CULL 1936 GOOD
 SY3444'
 SY3444'BRASS DISK SET IN CONCRETE.  FACE OF DISK SHOWS LITTLE SIGNS
 SY3444'OF WEAR.  CONCRETE SURROUNDING DISK STILL IN GOOD CONDITION.
 SY3444'
 SY3444'RM NO. 1 AND RM NO. 2 BOTH DISLODGED, ONE RESTING IN SMALL BOULDER
 SY3444'NEXT TO STATION.
 SY3444'
 SY3444'DISKS OF BOTH RM 1 AND 2 LEGIBLE.
 SY3444'
 SY3444'MEASURED DISTANCE BETWEEN CULL AND POLL WITH HEWLETT-PACKARD
 SY3444'DISTANCE METER = 1417.27 FT.
 SY3444
 SY3444                          STATION RECOVERY (1975)
 SY3444
 SY3444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 SY3444'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 SY3444'NO. 1 WAS NOT FOUND.  A 14-INCH DIAMETER BOULDER, CONTAINING THE
 SY3444'DISK FOR REFERENCE MARK NO. 2 WAS FOUND, LAYING 18 INCHES SOUTH
 SY3444'OF THE STATION MARK.
 SY3444'
 SY3444'THE STATION IS ABOUT 15 MILES NORTH OF OLYMPIA, 10 MILES NORTHEAST
 SY3444'OF SHELTON, ON THE EAST SIDE OF A PROMINENT, ROUNDED POINT, 1/4
 SY3444'MILE SOUTH OF BURROUGHS POINT AND ON THE WEST SIDE OF PICKERING
 SY3444'PASSAGE.
 SY3444'
 SY3444'TO REACH THE STATION FROM THE POST OFFICE IN ALLYN, GO SOUTH ON
 SY3444'STATE HIGHWAY 3, 10.1 MILES, TURN LEFT AND FOLLOW HARTSTENE ISLAND
 SY3444'ROAD SOUTHEASTERLY FOR 1.35 MILES, KEEP LEFT FORK 1.05 MILES TO A
 SY3444'ROAD LEFT, OPPOSITE JONES ROAD WHICH GOES RIGHT, TURN LEFT AND GO
 SY3444'EAST 0.2 MILE TO A CROSSROAD, TURN LEFT, GO NORTH AND EAST ABOUT
 SY3444'400 FEET TO THE END OF THE ROAD.  WALK EAST 50 YARDS TO THE
 SY3444'BEACH, THEN NORTH 65 YARDS TO STATION.
 SY3444'
 SY3444'THE STATION MARK, STAMPED CULL 1936, IS A STANDARD DISK SET IN A
 SY3444'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES, IN THE GRASS, 5 FEET
 SY3444'WEST OF THE HIGH WATER LINE, 47 FEET NORTH OF A 2-FOOT FIR TREE
 SY3444'AND 1 FOOT EAST OF A METAL WITNESS POST.
 SY3444'
 SY3444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3444'10 MILES NORTHEAST OF SHELTON.
 SY3444
 SY3444                          STATION RECOVERY (1985)
 SY3444
 SY3444'RECOVERY NOTE BY US POWER SQUADRON 1985 (EGC)
 SY3444'CULL 1936 LEGIBLE.
 SY3444'
 SY3444'STATION FOUND AS PER TEXT.
 SY3444'
 SY3444'RM NO. 1 FOUND IN 12 INCH X 12 INCH X 5 FLAT ROCK 70 FT EAST OF
 SY3444'STATION VISIBLE AT 1/2 TIDE.
 SY3444'
 SY3444'RM NO. 2 RESTS AGAINST STATION ON A GRASSY POINT.
 SY3444'
 SY3444'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1393 ***********************************************************************
 SW1393  DESIGNATION -  CULL WHITE BARN S GABLE
 SW1393  PID         -  SW1393
 SW1393  STATE/COUNTY-  WA/FERRY
 SW1393  USGS QUAD   -  MICA MOUNTAIN (1989)
 SW1393
 SW1393                         *CURRENT SURVEY CONTROL
 SW1393  ___________________________________________________________________
 SW1393* NAD 83(1991)-  47 58 28.24156(N)    118 47 39.78683(W)     ADJUSTED  
 SW1393* NAVD 88     -                                                        
 SW1393  ___________________________________________________________________
 SW1393  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 SW1393  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 SW1393
 SW1393  HORZ ORDER  -  THIRD
 SW1393
 SW1393.The horizontal coordinates were established by classical geodetic methods
 SW1393.and adjusted by the National Geodetic Survey in December 1991..
 SW1393
 SW1393
 SW1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1393
 SW1393.The geoid height was determined by GEOID03.
 SW1393
 SW1393;                    North         East     Units Scale Factor Converg.
 SW1393;SPC WA N     -   110,364.519   652,206.032   MT  0.99994537   +1 31 04.9
 SW1393;SPC WA N     -   362,087.59  2,139,779.29   sFT  0.99994537   +1 31 04.9
 SW1393;UTM  11      - 5,315,025.286   366,083.253   MT  0.99982037   -1 19 59.3
 SW1393
 SW1393                          SUPERSEDED SURVEY CONTROL
 SW1393
 SW1393  NAD 83(1986)-  47 58 28.25166(N)    118 47 39.78702(W) AD(       ) 4
 SW1393  NAD 27      -  47 58 28.68600(N)    118 47 35.72800(W) AD(       ) 3
 SW1393
 SW1393.Superseded values are not recommended for survey control.
 SW1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1393.See file dsdata.txt to determine how the superseded data were derived.
 SW1393
 SW1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP6608315025(NAD 83)
 SW1393
 SW1393  HISTORY     - Date     Condition        Report By
 SW1393  HISTORY     - 1934     MONUMENTED       BOR
 SW1393  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1393
 SW1393                          STATION DESCRIPTION
 SW1393
 SW1393'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1393'LOCATED 3-1/2 MILES N OF PLUM, IN THE NW 1/4 OF SEC. 33, T. 29
 SW1393'N., R. 32 E. WM.
 SW1393'
 SW1393'STATION IS S END OF GABLE ON BARN OF CULL WHITE RANCH.
 SW1393
 SW1393                          STATION RECOVERY (1947)
 SW1393
 SW1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1393'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 SW1393'DESCRIBED BY THE U.S.B.R. IN 1934.  THE STATION IS THE S GABLE OF
 SW1393'A METAL-ROOFED BARN WHICH IS THE LARGEST STRUCTURE IN A GROUP OF
 SW1393'SMALL BUILDINGS ON THE CULL WHITE RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1022 ***********************************************************************
 TR1022  DESIGNATION -  CULTUS
 TR1022  PID         -  TR1022
 TR1022  STATE/COUNTY-  WA/SKAGIT
 TR1022  USGS QUAD   -  SEDRO-WOOLLEY SOUTH (1985)
 TR1022
 TR1022                         *CURRENT SURVEY CONTROL
 TR1022  ___________________________________________________________________
 TR1022* NAD 83(1991)-  48 25 28.47917(N)    122 08 31.77457(W)     ADJUSTED  
 TR1022* NAVD 88     -      1205.     (meters)    3953.     (feet)  SCALED    
 TR1022  ___________________________________________________________________
 TR1022  LAPLACE CORR-          23.77  (seconds)                    DEFLEC99
 TR1022  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 TR1022
 TR1022  HORZ ORDER  -  FIRST
 TR1022
 TR1022.The horizontal coordinates were established by classical geodetic methods
 TR1022.and adjusted by the National Geodetic Survey in December 1991..
 TR1022
 TR1022.The orthometric height was scaled from a topographic map.
 TR1022
 TR1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1022
 TR1022.The geoid height was determined by GEOID03.
 TR1022
 TR1022;                    North         East     Units Scale Factor Converg.
 TR1022;SPC WA N     -   159,213.762   403,141.364   MT  0.99995656   -0 58 28.0
 TR1022;SPC WA N     -   522,353.82  1,322,639.63   sFT  0.99995656   -0 58 28.0
 TR1022;UTM  10      - 5,363,847.430   563,463.932   MT  0.99964948   +0 38 30.3
 TR1022
 TR1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1022!SPC WA N     -   0.99981445  x   0.99995656  =   0.99977101
 TR1022!UTM  10      -   0.99981445  x   0.99964948  =   0.99946399
 TR1022
 TR1022|---------------------------------------------------------------------|
 TR1022| PID    Reference Object                     Distance      Geod. Az  |
 TR1022|                                                           dddmmss.s |
 TR1022| CF7729 CULTUS RM 1                           9.830 METERS 03142     |
 TR1022| CF7730 CULTUS RM 2                          13.418 METERS 11154     |
 TR1022| TR1127 LOOKOUT TWR 4 MI SE MT VERNON       APPROX.11.5 KM 2344457.5 |
 TR1022| TR1114 SAMUELSON USGS 1942                 APPROX.14.2 KM 3042908.5 |
 TR1022|---------------------------------------------------------------------|
 TR1022
 TR1022                          SUPERSEDED SURVEY CONTROL
 TR1022
 TR1022  NAD 83(1986)-  48 25 28.48563(N)    122 08 31.77769(W) AD(       ) 1
 TR1022  NAD 27      -  48 25 29.10400(N)    122 08 27.24200(W) AD(       ) 1
 TR1022
 TR1022.Superseded values are not recommended for survey control.
 TR1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1022.See file dsdata.txt to determine how the superseded data were derived.
 TR1022
 TR1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU6346463847(NAD 83)
 TR1022_MARKER: DS = TRIANGULATION STATION DISK
 TR1022_SETTING: 80 = SET IN A BOULDER
 TR1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1022+STABILITY: SURFACE MOTION
 TR1022
 TR1022  HISTORY     - Date     Condition        Report By
 TR1022  HISTORY     - 1941     MONUMENTED       USGS
 TR1022  HISTORY     - 1942     GOOD             USGS
 TR1022  HISTORY     - 1961     GOOD             BPA
 TR1022  HISTORY     - 1979     GOOD             WADNR
 TR1022  HISTORY     - 1979     GOOD             LOCENG
 TR1022
 TR1022                          STATION DESCRIPTION
 TR1022
 TR1022'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 TR1022'LOCATED ABOUT 0.5 MI N. OF AND 8.9 MI E. OF MT. VERNON.  ON TOP OF
 TR1022'MOST WESTERLY OF HIGH POINTS ON CULTUS RANGE, HEAVILY TIMBERED
 TR1022'OVERLOOKING SKAGIT VALLEY TO N. AND W., NAMED CULTUS MTN. ON
 TR1022'LATEST FOREST SERVICE MAP.  GOOD SPRING 300 FT. TO NE.
 TR1022'
 TR1022'TO REACH FROM CLEARLAKE PUBLIC SCHOOL, FOLLOW HIGHWAY TOWARDS
 TR1022'SEDRO WOOLLEY 0.3 MI N.  TURN E. ON RIVER RD. (SOUTH SIDE OF
 TR1022'SKAGIT RIVER) 2.9 MI.  TAKE RIGHT FORK 0.9 MI.  TAKE LEFT FORK 0.3
 TR1022'MI, TAKE LEFT FORK 3.5 MI.  TAKE RIGHT FORK 0.3 MI, CROSS BRIDGE
 TR1022'OVER MUND CREEK 2 MI.  LEAVE TRUCK (RD. OBSTRUCTED BY FALLEN
 TR1022'TIMBER) AND WALK 0.8 MI.  TURN LEFT ON BLAZES AT END OF RD. AND
 TR1022'WALK 200 YARDS TO CREST OF RIDGE.  TURN RIGHT ON CREST OF RIDGE
 TR1022'AND WALK ABOUT 1 MI TO STATION.
 TR1022'
 TR1022'STATION MARK--STANDARD TABLET STAMPED---CULTUS 1941---, CEMENTED IN
 TR1022'ROCK SET IN EARTH.
 TR1022'
 TR1022'RM 1--COPPER NAIL AND WASHER IN BLAZE ON SIGNAL TREE (SOUTH SIDE
 TR1022'OF BASE).
 TR1022'
 TR1022'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK SET IN
 TR1022'EARTH.
 TR1022
 TR1022                          STATION RECOVERY (1942)
 TR1022
 TR1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942 (JCP)
 TR1022'ABOUT 9 MILES E OF MOUNT VERNON, 6-1/2 MILES SE OF SEDRO WOOLLEY, ON
 TR1022'A HIGH PROMINENT TIMBERED PEAK KNOWN AS CULTUS MOUNTAIN, IN SEC. 22,
 TR1022'T. 34 N, R. 5 E.
 TR1022'
 TR1022'THE STATION MARK IS A U.S.G.S. BRASS DISK CEMENTED IN A DRILL HOLE
 TR1022'IN A BOULDER.  IT IS STAMPED CULTUS 1941.
 TR1022'
 TR1022'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE AT THE TOPS OF
 TR1022'TILES WHICH ARE EMBEDDED IN THE GROUND.
 TR1022'
 TR1022'REFERENCE MARK NO.1 IS NE OF AND AT ABOUT THE SAME LEVEL AS THE
 TR1022'STATION.  IT PROJECTS ABOUT 10 INCHES ABOVE GROUND AND IS STAMPED
 TR1022'CULTUS NO.1 1942.
 TR1022'
 TR1022'REFERENCE MARK NO.2 IS SE OF AND AT ABOUT THE SAME LEVEL AS
 TR1022'STATION.  IT PROJECTS ABOUT 8 INCHES ABOVE GROUND AND IS STAMPED
 TR1022'CULTUS NO.2 1942.
 TR1022'
 TR1022'NO UNDERGROUND OR AZIMUTH MARKS WERE ESTABLISHED.
 TR1022'
 TR1022'TO REACH FROM MAIN INTERSECTION IN MOUNT VERNON, GO N ON
 TR1022'U.S. HIGHWAY 99 FOR 1.1 MILES, TURN RIGHT AND FOLLOW STATE HIGHWAY
 TR1022'1-C E FOR 3.5 MILES, THENCE TAKE LEFT FORK 3.0 MILES TO CLEAR
 TR1022'LAKE.  CONTINUE NORTHWARD ON MAIN ROAD TOWARD SEDRO WOOLLEY FOR
 TR1022'0.8 MILE TO TEXACO SERVICE STATION ON THE LEFT AND MAXWELL SERVICE
 TR1022'STATION ON THE RIGHT.  TURN RIGHT AND FOLLOW W.P.A. ROAD
 TR1022'EASTERLY 3.1 MILES, THENCE TURN RIGHT AND FOLLOW GRAVEL ROAD
 TR1022'SOUTHERLY 1.3 MILES, HERE TURN SHARP LEFT AND TAKE CLEAR LAKE
 TR1022'CCC TRUCK TRAIL 3.7 MILES.  TURN RIGHT ON MAIN-TRAVELED ROAD
 TR1022'AND GO 2.6 MILES TO A PILE OF FELLED LOGS IN THE ROAD AND END OF
 TR1022'TRUCK TRAVEL.  PACK 1.0 MILE TO END OF ROAD WHERE THERE IS AN
 TR1022'ARROW ON A TREE ON THE RIGHT SIDE OF ROAD.  FROM THIS POINT
 TR1022'FOLLOW BLAZED TRAIL SE UP THE RIDGE, ABOUT A THIRTY-MINUTE PACK TO
 TR1022'THE HIGHEST PART OF RIDGE AND STATION.
 TR1022'
 TR1022'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TR1022
 TR1022                          STATION RECOVERY (1961)
 TR1022
 TR1022'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1961
 TR1022'TO REACH FROM THE INTERSECTION OF THIRD AND STATE STREETS IN SEDRO
 TR1022'WOOLLEY GO WEST ON STATE STREET FOR 0.5 MILE TO A SIDE ROAD LEFT,
 TR1022'STATE HIGHWAY 1-A.  TURN LEFT, SOUTH, AND GO 2.6 MILES TO A
 TR1022'CROSSROAD AT CLEAR LAKE.  TURN LEFT, EAST, AND GO 3.2 MILES (ON
 TR1022'OILED ROAD) TO A FORK.  TAKE RIGHT FORK (GRAVELED ROAD) AND GO
 TR1022'1.3 MILES TO A SIDE ROAD, LEFT.  TURN LEFT AND GO 0.1 MILE TO A
 TR1022'LOCKED GATE.  (KEY MAY BE OBTAINED FROM THE STATE FOREST FIRE
 TR1022'PROTECTIVE ASSOCIATION IN SEDRO WOOLLEY).  PASS THROUGH GATE AND
 TR1022'GO 4.3 MILES ON MAIN TRAVELED ROAD TO JUST PAST MUNDT CREEK TO A
 TR1022'FORK.  TAKE LEFT FORK AND GO 1.3 MILES TO THE END OF TRUCK
 TR1022'TRAVEL.  PACK UP OLD ROAD TO THE FIRST FORK.  TAKE THE RIGHT FORK.
 TR1022'THEN AT THE NEXT FORK TAKE THE LEFT FORK AND GO TO AN OLD LOG
 TR1022'DUMP.  PACK UP SKID TRAIL TO TOP OF HILL AND STATION, A TOTAL
 TR1022'PACK OF ONE HOUR AND 30 MINUTES.
 TR1022
 TR1022                          STATION RECOVERY (1979)
 TR1022
 TR1022'RECOVERY NOTE BY WA DEPT OF NAT RES 1979 (JS)
 TR1022'STA. CULTUS 1941 RECOVERED GOOD.
 TR1022'
 TR1022'R.M. NO. 1 RECOVERED GOOD.
 TR1022'
 TR1022'R.M. NO. 2 RECOVERED GOOD.
 TR1022'
 TR1022'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES EAST OF MT.
 TR1022'VERNON.
 TR1022
 TR1022                          STATION RECOVERY (1979)
 TR1022
 TR1022'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JS)
 TR1022'STA. CULTUS 1941 RECOVERED GOOD.
 TR1022'
 TR1022'R.M. NO. 1 RECOVERED GOOD.
 TR1022'
 TR1022'R.M. NO. 2 RECOVERED GOOD.
 TR1022'
 TR1022'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES EAST OF
 TR1022'MT. VERNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1340 ***********************************************************************
 SX1340  DESIGNATION -  CUMBERLAND
 SX1340  PID         -  SX1340
 SX1340  STATE/COUNTY-  WA/KING
 SX1340  USGS QUAD   -  CUMBERLAND (1993)
 SX1340
 SX1340                         *CURRENT SURVEY CONTROL
 SX1340  ___________________________________________________________________
 SX1340* NAD 83(1991)-  47 16 12.79001(N)    121 55 09.99579(W)     ADJUSTED  
 SX1340* NAVD 88     -       336.     (meters)    1102.     (feet)  SCALED    
 SX1340  ___________________________________________________________________
 SX1340  LAPLACE CORR-          18.42  (seconds)                    DEFLEC99
 SX1340  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SX1340
 SX1340  HORZ ORDER  -  SECOND
 SX1340
 SX1340.The horizontal coordinates were established by classical geodetic methods
 SX1340.and adjusted by the National Geodetic Survey in December 1991..
 SX1340
 SX1340.The orthometric height was scaled from a topographic map.
 SX1340
 SX1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1340
 SX1340.The geoid height was determined by GEOID03.
 SX1340
 SX1340;                    North         East     Units Scale Factor Converg.
 SX1340;SPC WA N     -    30,623.895   417,810.776   MT  1.00005078   -0 48 31.1
 SX1340;SPC WA N     -   100,471.90  1,370,767.52   sFT  1.00005078   -0 48 31.1
 SX1340;UTM  10      - 5,235,759.508   581,734.474   MT  0.99968210   +0 47 37.6
 SX1340
 SX1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1340!SPC WA N     -   0.99995073  x   1.00005078  =   1.00000151
 SX1340!UTM  10      -   0.99995073  x   0.99968210  =   0.99963285
 SX1340
 SX1340:                Primary Azimuth Mark                     Grid Az
 SX1340:SPC WA N     -  WALKER                                   194 53 19.8
 SX1340:UTM  10      -  WALKER                                   193 17 11.1
 SX1340
 SX1340|---------------------------------------------------------------------|
 SX1340| PID    Reference Object                     Distance      Geod. Az  |
 SX1340|                                                           dddmmss.s |
 SX1340| SX1277 WALKER                              APPROX. 3.1 KM 1940448.7 |
 SX1340| CF4263 CUMBERLAND RM                         2.966 METERS 25258     |
 SX1340|---------------------------------------------------------------------|
 SX1340
 SX1340                          SUPERSEDED SURVEY CONTROL
 SX1340
 SX1340  NAD 83(1986)-  47 16 12.77996(N)    121 55 10.00803(W) AD(       ) 2
 SX1340  NAD 27      -  47 16 13.41800(N)    121 55 05.60500(W) AD(       ) 2
 SX1340
 SX1340.Superseded values are not recommended for survey control.
 SX1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1340.See file dsdata.txt to determine how the superseded data were derived.
 SX1340
 SX1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8173435760(NAD 83)
 SX1340
 SX1340  HISTORY     - Date     Condition        Report By
 SX1340  HISTORY     - 1937     MONUMENTED       WAGS
 SX1340  HISTORY     - 1966     SEE DESCRIPTION  BPA
 SX1340
 SX1340                          STATION DESCRIPTION
 SX1340
 SX1340'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1340'THIS STATION IS ON A RIDGE 300-400 YARDS N OF THE ROAD WHERE IT
 SX1340'PASSES THE END OF THE RIDGE.  IT IS EXACTLY ON THE BACKBONE OF
 SX1340'THE RIDGE, AT THE HIGHEST POINT OF A ROCKY KNOLL.  THE LINE OF
 SX1340'THE RIDGE SLOPES DOWN TO THE NORTHWARD, DROPPING ABOUT 15 FEET
 SX1340'IN THE FIRST 125 FEET, THEN RISING AGAIN.  THE W SIDE OF THE
 SX1340'RIDGE IS HERE VERY STEEP.  ABOUT 25 FEET W OF THE STATION IT
 SX1340'DROPS NEARLY VERTICAL FOR 30 FEET, THEN SLOPES DOWN MORE GENTLY.
 SX1340'TOP OF THE NEAREST HILL 1/2 MILE AWAY BEARS 207 DEG MAGNETIC,
 SX1340'VIEW IS OPEN FROM HEAD TO GORGE.
 SX1340'
 SX1340'TO REACH FROM CITY CENTER OF CUMBERLAND GO E 100 YARDS, CROSS
 SX1340'RAILROAD THEN S 0.35 MILE, TURN LEFT 75 YARDS AFTER CROSSING
 SX1340'RAILROAD SPUR AND RUN 0.8 MILE.  TAKE LEFT FORK AND RUN 0.2 MILE
 SX1340'TO OLD LOG HOUSE AT S END OF A RIDGE.
 SX1340
 SX1340                          STATION RECOVERY (1966)
 SX1340
 SX1340'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1966
 SX1340'AN EXTENSIVE SEARCH BY TWO MEN WAS MADE FOR THIS STATION AND NOT
 SX1340'FOUND.  THE AREA IS COVERED BY DENSE BRUSH UNDER-GROWTH, AS WELL
 SX1340'AS SOME LARGE SECOND GROWTH TIMBER.  IT WOULD BE VERY DIFFICULT
 SX1340'TO SEE OUT FROM THE STATION IF IT WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3757 ***********************************************************************
 SY3757  DESIGNATION -  CUPOLA TK MI S OF KIRKLAND CUP
 SY3757  PID         -  SY3757
 SY3757  STATE/COUNTY-  WA/KING
 SY3757  USGS QUAD   -  
 SY3757
 SY3757                         *CURRENT SURVEY CONTROL
 SY3757  ___________________________________________________________________
 SY3757* NAD 83(1991)-  47 40 01.16632(N)    122 12 16.03965(W)     ADJUSTED  
 SY3757* NAVD 88     -                                                        
 SY3757  ___________________________________________________________________
 SY3757  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 SY3757  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY3757
 SY3757  HORZ ORDER  -  THIRD
 SY3757
 SY3757.The horizontal coordinates were established by classical geodetic methods
 SY3757.and adjusted by the National Geodetic Survey in December 1991..
 SY3757
 SY3757
 SY3757.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3757
 SY3757.The geoid height was determined by GEOID03.
 SY3757
 SY3757;                    North         East     Units Scale Factor Converg.
 SY3757;SPC WA N     -    75,074.585   397,031.005   MT  0.99997304   -1 01 15.0
 SY3757;SPC WA N     -   246,307.20  1,302,592.56   sFT  0.99997304   -1 01 15.0
 SY3757;UTM  10      - 5,279,595.222   559,724.771   MT  0.99964383   +0 35 17.2
 SY3757
 SY3757                          SUPERSEDED SURVEY CONTROL
 SY3757
 SY3757  NAD 83(1986)-  47 40 01.15911(N)    122 12 16.04481(W) AD(       ) 4
 SY3757  NAD 27      -  47 40 01.80400(N)    122 12 11.60300(W) AD(       ) 3
 SY3757
 SY3757.Superseded values are not recommended for survey control.
 SY3757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3757.See file dsdata.txt to determine how the superseded data were derived.
 SY3757
 SY3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5972579595(NAD 83)
 SY3757
 SY3757  HISTORY     - Date     Condition        Report By
 SY3757  HISTORY     - 1914     MONUMENTED       CGS
 SY3757  HISTORY     - 1919     SEE DESCRIPTION  CGS
 SY3757
 SY3757                          STATION DESCRIPTION
 SY3757
 SY3757'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (GTR)
 SY3757'STATION IS A SQUARE GREEN TOP CUPOLA OVER A TANK ABOUT A MILE S
 SY3757'OF KIRKLAND.
 SY3757
 SY3757                          STATION RECOVERY (1919)
 SY3757
 SY3757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3757'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5504 ***********************************************************************
 SY5504  DESIGNATION -  CURRANT 2
 SY5504  PID         -  SY5504
 SY5504  STATE/COUNTY-  WA/JEFFERSON
 SY5504  USGS QUAD   -  SEABECK (1973)
 SY5504
 SY5504                         *CURRENT SURVEY CONTROL
 SY5504  ___________________________________________________________________
 SY5504* NAD 83(1991)-  47 44 45.72907(N)    122 45 35.73156(W)     ADJUSTED  
 SY5504* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5504  ___________________________________________________________________
 SY5504  LAPLACE CORR-         -17.26  (seconds)                    DEFLEC99
 SY5504  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 SY5504
 SY5504  HORZ ORDER  -  SECOND
 SY5504
 SY5504.The horizontal coordinates were established by classical geodetic methods
 SY5504.and adjusted by the National Geodetic Survey in December 1991..
 SY5504
 SY5504.The orthometric height was scaled from a topographic map.
 SY5504
 SY5504.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5504
 SY5504.The geoid height was determined by GEOID03.
 SY5504
 SY5504;                    North         East     Units Scale Factor Converg.
 SY5504;SPC WA N     -    84,753.911   355,543.582   MT  0.99996320   -1 26 03.8
 SY5504;SPC WA N     -   278,063.46  1,166,479.24   sFT  0.99996320   -1 26 03.8
 SY5504;UTM  10      - 5,288,101.698   517,996.195   MT  0.99960398   +0 10 39.7
 SY5504
 SY5504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5504!SPC WA N     -   1.00000314  x   0.99996320  =   0.99996634
 SY5504!UTM  10      -   1.00000314  x   0.99960398  =   0.99960711
 SY5504
 SY5504:                Primary Azimuth Mark                     Grid Az
 SY5504:SPC WA N     -  BROWN                                    029 13 08.4
 SY5504:UTM  10      -  BROWN                                    027 36 24.9
 SY5504
 SY5504|---------------------------------------------------------------------|
 SY5504| PID    Reference Object                     Distance      Geod. Az  |
 SY5504|                                                           dddmmss.s |
 SY5504| SY5566 BROWN                               APPROX. 0.6 KM 0274704.6 |
 SY5504| SY5415 KEYPORT DOCK FIRING TOWER           APPROX. 1.9 KM 1284203.2 |
 SY5504| CF6489 CURRANT 2 RM 3                       10.556 METERS 23139     |
 SY5504| CF6490 CURRANT 2 RM 4                       14.572 METERS 31055     |
 SY5504|---------------------------------------------------------------------|
 SY5504
 SY5504                          SUPERSEDED SURVEY CONTROL
 SY5504
 SY5504  NAD 83(1986)-  47 44 45.72581(N)    122 45 35.73771(W) AD(       ) 2
 SY5504  NAD 27      -  47 44 46.39200(N)    122 45 31.16300(W) AD(       ) 2
 SY5504
 SY5504.Superseded values are not recommended for survey control.
 SY5504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5504.See file dsdata.txt to determine how the superseded data were derived.
 SY5504
 SY5504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1799688102(NAD 83)
 SY5504_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5504
 SY5504  HISTORY     - Date     Condition        Report By
 SY5504  HISTORY     - 1934     MONUMENTED       CGS
 SY5504  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY5504  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SY5504  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5504  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY5504  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY5504  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SY5504
 SY5504                          STATION DESCRIPTION
 SY5504
 SY5504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5504'THIS STATION IS ON THE W SIDE OF HOOD CANAL ON A SMALL GRAVEL SPIT
 SY5504'1/3 MILE S OF BROWNS POINT.  THE STATION IS ON A NARROW GRAVEL SPIT
 SY5504'BEHIND WHICH IS A SMALL STREAM EMPTYING 40 METERS TO THE NORTHWARD
 SY5504'OF THE STATION.  THE STATION IS ABOUT 4 METERS E OF A SMALL BRIDGE
 SY5504'ON A LINE WITH THE S SIDE OF SAID BRIDGE AND IS ABOUT 9 METERS
 SY5504'INSHORE FROM THE HIGH-WATER LINE.
 SY5504'
 SY5504'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5504'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY5504'
 SY5504'STATION NOT OCCUPIED, AND DIRECTION AND DISTANCE TO REFERENCE MARKS
 SY5504'NOT OBTAINED BY THIS OFFICE.
 SY5504
 SY5504                          STATION RECOVERY (1945)
 SY5504
 SY5504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (CDM)
 SY5504'THE STATION WAS FOUND AS DESCRIBED.  THE REFERENCE MARKS WERE NOT
 SY5504'FOUND.  DISTANCES TO AND DESCRIPTIONS OF THE REFERENCE MARKS WERE NOT
 SY5504'CONTAINED IN THE ORIGINAL DESCRIPTION.  THE BRIDGE MENTIONED IN THE
 SY5504'ORIGINAL DESCRIPTION HAS BEEN DESTROYED AND ONLY A FEW PILING
 SY5504'REMAIN.  A COMPLETE DESCRIPTION FOLLOWS--
 SY5504'
 SY5504'THE STATION IS ON THE WEST SIDE OF HOOD CANAL ON A NARROW GRAVEL
 SY5504'SPIT 1/3 MILE SOUTH OF BROWNS POINT.  THERE IS A RESIDENCE AND
 SY5504'SEVERAL SHEDS ON THE SOUTH SIDE OF THE POINT.  THE STATION IS ABOUT
 SY5504'8 METERS INSHORE OF THE MEAN HIGH WATER LINE AND 7.5 M. EAST OF A
 SY5504'SMALL STREAM EMPTYING ABOUT 40 M. NORTHWARD OF THE STATION.  IT IS
 SY5504'9.55 METERS SOUTHEAST OF THE SOUTHERNMOST OF FOUR PILING NEAR THE
 SY5504'STREAM AND 9.5 M. NORTH OF A LONE PILE.  THE STATION IS 202 FEET
 SY5504'NORTHEAST OF THE NORTHEAST CORNER OF THE RESIDENCE.
 SY5504'
 SY5504'THE STATION PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS A
 SY5504'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 SY5504
 SY5504                          STATION RECOVERY (1946)
 SY5504
 SY5504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (TBR)
 SY5504'THE DESCRIPTION OF 1945 IS ADEQUATE AND CORRECT AS TO DISTANCES,
 SY5504'EXCEPT THE DISTANCE OF 9.55 METERS TO THE MOST S OF FOUR PILES SHOULD
 SY5504'BE 6.55 METERS.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 SY5504'
 SY5504'THE STATION IS ON THE W SIDE OF HOOD CANAL ON A NARROW, GRAVEL SPIT,
 SY5504'1/3 OF A MILE S OF BROWNS POINT.  THERE IS A RESIDENCE AND SEVERAL
 SY5504'SHEDS ON THE S SIDE OF THE POINT.  THE STATION IS ABOUT 7.5 METERS
 SY5504'INSHORE OF MEAN HIGH-WATER LINE.  6.7 METERS E OF E BANK OF A SMALL
 SY5504'STREAM WHICH RUNS N AT THIS POINT.  6.55 METERS SE OF THE MOST S
 SY5504'OF FOUR PILES WHICH RUN N AND S IN THE STREAM.  9.6 METERS N OF A
 SY5504'LONE PILE WITH TWO OLD SIGN BOARDS ATTACHED.  THE STATION IS 202
 SY5504'FEET NE OF THE NE CORNER OF THE RESIDENCE.
 SY5504'
 SY5504'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE POST,
 SY5504'PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 SY5504
 SY5504                          STATION RECOVERY (1963)
 SY5504
 SY5504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5504'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 SY5504'WEST SHORE OF HOOD CANAL, ON TOANDOS PENINSULA ABOUT 4 MILES
 SY5504'NORTH-NORTHEAST OF HAZEL POINT AND ABOUT 1/3 MILE SOUTHWEST OF
 SY5504'BROWN POINT, ON A LOW GRASSY CLEARING.
 SY5504'
 SY5504'THE STATION IS A STANDARD DISK STAMPED CURRANT 2 1934 SET IN A 6
 SY5504'INCH SQUARE CONCRETE MONUMENT THAT IS 8 INCHES BELOW THE GROUND
 SY5504'SURFACE.  IT IS 219 FEET EAST OF THE NORTHEAST CORNER OF A SMALL
 SY5504'RECTANGULAR SHED, 32.3 FEET NORTHEAST OF A 6 FOOT HIGH ROUND POST
 SY5504'WITH A TRIANGULAR BLAZE WITH A NAIL IN IT, 21.6 FEET SOUTH OF THE
 SY5504'SOUTHWEST ONE OF 3, 3-FOOT HIGH ROUND POSTS, 6 FEET WEST OF GRASS
 SY5504'EDGE AND STORM HIGH WATERLINE, AND 2 FEET SOUTH OF A 2 INCH BY 4
 SY5504'INCH WITNESS POST.
 SY5504
 SY5504                          STATION RECOVERY (1964)
 SY5504
 SY5504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY5504'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY F.N.
 SY5504'IN 1963.  A METAL WITNESS POST WAS PLACED 7.7 FEET WEST OF THE
 SY5504'STATION.
 SY5504'
 SY5504'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AS FOLLOWS--
 SY5504'
 SY5504'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CURRANT 2 NO 3 1934 SET
 SY5504'IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING 6
 SY5504'INCHES ABOVE THE GROUND.  IT IS 4 FEET WEST OF A 6 FOOT HIGH ROUND
 SY5504'POST WITH A TRIANGULAR BLAZE.
 SY5504'
 SY5504'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CURRANT 2 NO 4 1934 SET
 SY5504'IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 SY5504'ABOVE THE GROUND.  IT IS 9.3 FEET NORTH OF A 7 FOOT HIGH POST AND 71
 SY5504'FEET WEST OF THE HIGH WATER LINE.
 SY5504
 SY5504                          STATION RECOVERY (1969)
 SY5504
 SY5504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GFT)
 SY5504'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY F.N.
 SY5504'IN 1963 EXCEPT THE WITNESS POST IS NOW METAL AND IS 8 FEET WEST OF
 SY5504'THE STATION.
 SY5504
 SY5504                          STATION RECOVERY (1975)
 SY5504
 SY5504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 SY5504'THE STATION, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE RECOVERED
 SY5504'AS DESCRIBED BY IRR IN 1964.
 SY5504'
 SY5504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 6 MILES WEST OF
 SY5504'POULSBO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5329 ***********************************************************************
 SY5329  DESIGNATION -  CURRENT
 SY5329  PID         -  SY5329
 SY5329  STATE/COUNTY-  WA/KITSAP
 SY5329  USGS QUAD   -  BREMERTON WEST (1981)
 SY5329
 SY5329                         *CURRENT SURVEY CONTROL
 SY5329  ___________________________________________________________________
 SY5329* NAD 83(1991)-  47 36 06.14984(N)    122 39 50.86753(W)     ADJUSTED  
 SY5329* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY5329  ___________________________________________________________________
 SY5329  LAPLACE CORR-         -13.87  (seconds)                    DEFLEC99
 SY5329  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 SY5329
 SY5329  HORZ ORDER  -  SECOND
 SY5329
 SY5329.The horizontal coordinates were established by classical geodetic methods
 SY5329.and adjusted by the National Geodetic Survey in December 1991..
 SY5329
 SY5329.The orthometric height was scaled from a topographic map.
 SY5329
 SY5329.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5329
 SY5329.The geoid height was determined by GEOID03.
 SY5329
 SY5329;                    North         East     Units Scale Factor Converg.
 SY5329;SPC WA N     -    68,536.633   362,343.260   MT  0.99998258   -1 21 47.0
 SY5329;SPC WA N     -   224,857.27  1,188,787.85   sFT  0.99998258   -1 21 47.0
 SY5329;UTM  10      - 5,272,087.944   525,246.625   MT  0.99960783   +0 14 52.9
 SY5329
 SY5329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5329!SPC WA N     -   1.00000244  x   0.99998258  =   0.99998502
 SY5329!UTM  10      -   1.00000244  x   0.99960783  =   0.99961027
 SY5329
 SY5329|---------------------------------------------------------------------|
 SY5329| PID    Reference Object                     Distance      Geod. Az  |
 SY5329|                                                           dddmmss.s |
 SY5329| SY5335 HANSEN                              365.300 METERS 03927     |
 SY5329| SY5337 DIAMOND SHAPED REAR RNG BEACON      340.751 METERS 05159     |
 SY5329| SY5338 BRICK                               300.411 METERS 06458     |
 SY5329| SY5344 SQUARE SHAPED FRONT RNG BEACON      308.466 METERS 06701     |
 SY5329| SY5358 SPERING                             415.224 METERS 0925046.9 |
 SY5329| SY5332 BASS                                355.428 METERS 15133     |
 SY5329| CF6491 CURRENT RM 1                         11.205 METERS 20056     |
 SY5329| CF6492 CURRENT RM 2                          6.477 METERS 25224     |
 SY5329| SY5325 NARROWS                             339.453 METERS 30554     |
 SY5329|---------------------------------------------------------------------|
 SY5329
 SY5329                          SUPERSEDED SURVEY CONTROL
 SY5329
 SY5329  NAD 83(1986)-  47 36 06.14491(N)    122 39 50.87417(W) AD(       ) 2
 SY5329  NAD 27      -  47 36 06.80600(N)    122 39 46.37700(W) AD(       ) 2
 SY5329
 SY5329.Superseded values are not recommended for survey control.
 SY5329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5329.See file dsdata.txt to determine how the superseded data were derived.
 SY5329
 SY5329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2524772088(NAD 83)
 SY5329_MARKER: Z = SEE DESCRIPTION
 SY5329_SETTING: 0 = UNSPECIFIED SETTING
 SY5329
 SY5329  HISTORY     - Date     Condition        Report By
 SY5329  HISTORY     - 1935     MONUMENTED       CGS
 SY5329  HISTORY     - 20020316 GOOD             USPSQD
 SY5329
 SY5329                          STATION DESCRIPTION
 SY5329
 SY5329'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5329'LOCATED IN PUGET SOUND, N AND W OF BREMERTON, ON THE W SHORE OF
 SY5329'PORT WASHINGTON NARROWS ON THE E SIDE AND AT THE N END OF A
 SY5329'PENINSULA SEPARATING PHINNEY BAY FROM OSTRICH BAY, DYES INLET, ON
 SY5329'THE CENTRAL ONE OF THREE DISTINCTLY MARKED ROUNDING POINTS
 SY5329'SEPARATED BY TWO SMALL POINTED BAYS, AND ON A POINTED LEDGE OF ROCK
 SY5329'NEAR A HOUSE AND HAVING A CONCRETE RETAINING WALL RUNNING S FOR
 SY5329'SOME 10 METERS FROM THE FOOT OF THE SLOPE OF THE ROCK LEDGE.
 SY5329'
 SY5329'STATION IS MARKED BY A STANDARD TABLET SET IN CONCRETE IN A HOLLOW
 SY5329'OF THE ROCK AND IS ABOUT 6 METERS FROM THE POINT OF THE LEDGE AND
 SY5329'10.61 METERS FROM THE SE CORNER OF THE CONCRETE FOUNDATION OF THE
 SY5329'HOUSE.
 SY5329'
 SY5329'REFERENCE MARK NO.1 AND NO.2 ARE STANDARD TABLETS SET WITH THE
 SY5329'ARROW POINTING DOWN IN THE FACE OF THE CONCRETE RETAINING
 SY5329'WALL.  NO.1 AT THE S END AND NO.2 AT THE N END OF THE WALL.
 SY5329
 SY5329                          STATION RECOVERY (2002)
 SY5329
 SY5329'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 SY5329'REFERENCE MARK 2 SET IN BOULDER, NOT CONCRETE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1961 ***********************************************************************
 TR1961  DESIGNATION -  CURRENT
 TR1961  PID         -  TR1961
 TR1961  STATE/COUNTY-  WA/SKAGIT
 TR1961  USGS QUAD   -  CYPRESS ISLAND (1994)
 TR1961
 TR1961                         *CURRENT SURVEY CONTROL
 TR1961  ___________________________________________________________________
 TR1961* NAD 83(1991)-  48 36 07.96792(N)    122 43 33.00167(W)     ADJUSTED  
 TR1961* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 TR1961  ___________________________________________________________________
 TR1961  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 TR1961  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 TR1961
 TR1961  HORZ ORDER  -  SECOND
 TR1961
 TR1961.The horizontal coordinates were established by classical geodetic methods
 TR1961.and adjusted by the National Geodetic Survey in December 1991..
 TR1961
 TR1961.The orthometric height was scaled from a topographic map.
 TR1961
 TR1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1961
 TR1961.The geoid height was determined by GEOID03.
 TR1961
 TR1961;                    North         East     Units Scale Factor Converg.
 TR1961;SPC WA N     -   179,858.677   360,440.089   MT  0.99997798   -1 24 32.4
 TR1961;SPC WA N     -   590,086.34  1,182,543.86   sFT  0.99997798   -1 24 32.4
 TR1961;UTM  10      - 5,383,273.532   520,212.405   MT  0.99960502   +0 12 20.4
 TR1961
 TR1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1961!SPC WA N     -   0.99999603  x   0.99997798  =   0.99997401
 TR1961!UTM  10      -   0.99999603  x   0.99960502  =   0.99960105
 TR1961
 TR1961|---------------------------------------------------------------------|
 TR1961| PID    Reference Object                     Distance      Geod. Az  |
 TR1961|                                                           dddmmss.s |
 TR1961| CF7731 CURRENT RM 1                          2.930 METERS 07334     |
 TR1961| CF7732 CURRENT RM 2                          2.738 METERS 20255     |
 TR1961| TR1953 TIDE POINT                          APPROX. 2.2 KM 2092222.1 |
 TR1961|---------------------------------------------------------------------|
 TR1961
 TR1961                          SUPERSEDED SURVEY CONTROL
 TR1961
 TR1961  NAD 83(1986)-  48 36 07.96989(N)    122 43 33.00448(W) AD(       ) 2
 TR1961  NAD 27      -  48 36 08.59900(N)    122 43 28.37300(W) AD(       ) 2
 TR1961
 TR1961.Superseded values are not recommended for survey control.
 TR1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1961.See file dsdata.txt to determine how the superseded data were derived.
 TR1961
 TR1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2021283274(NAD 83)
 TR1961_MARKER: DS = TRIANGULATION STATION DISK
 TR1961_SETTING: 0 = UNSPECIFIED SETTING
 TR1961
 TR1961  HISTORY     - Date     Condition        Report By
 TR1961  HISTORY     - 1955     MONUMENTED       CGS
 TR1961  HISTORY     - 1972     GOOD             NGS
 TR1961  HISTORY     - 1987     GOOD             USPSQD
 TR1961  HISTORY     - 20030806 GOOD             USPSQD
 TR1961
 TR1961                          STATION DESCRIPTION
 TR1961
 TR1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1961'STATION IS ON E SIDE OF ROSARIO STRAIT, ALONG THE NW SHORE OF
 TR1961'CYPRESS ISLAND, ON A PROMINENT LARGE BLACK ROCK APPROXIMATELY 20
 TR1961'METERS OFFSHORE.  IT IS 0.7 MILE SW OF TOWHEAD ISLAND, AND SLIGHTLY
 TR1961'S OF W OF EAGLE CLIFF.  THE NW SHORE BELOW EAGLE CLIFF AND E SIDE
 TR1961'OF TOWHEAD ISLAND ARE ON RANGE FROM STATION.  THE ROCK UPON WHICH
 TR1961'STATION IS LOCATED IS FIRST PROMINENT ROCK NORTHWARD FROM A WELL
 TR1961'DEFINED BIGHT IN SHORELINE BELOW EAGLE CLIFF WHICH SLANTS TO
 TR1961'SOUTHWARD AND HAS A SHEER DROP OFF ON N SIDE.  ABOUT 10 METERS
 TR1961'INSHORE IS A LARGE BROWNISH ROCK ABOUT 10 FEET HIGHER IN
 TR1961'ELEVATION.  STATION IS MARKED WITH A STANDARD DISK, STAMPED
 TR1961'CURRENT 1955, CEMENTED IN DRILL HOLE IN FLAT PLACE NEAR
 TR1961'CENTER OF ROCK, ABOUT 2-1/2 FEET ABOVE HIGH WATER LINE AND 2-1/2
 TR1961'FEET BELOW HIGHEST PART OF ROCK.
 TR1961'
 TR1961'R.M. NO. 1 IS A STANDARD DISK, STAMPED CURRENT NO 1 1955, CEMENTED
 TR1961'IN DRILL HOLE ON SAME ROCK E AND 1 FOOT HIGHER THAN STATION.
 TR1961'
 TR1961'R. M. NO. 2 IS A STANDARD DISK, STAMPED CURRENT NO 2 1955,
 TR1961'CEMENTED IN DRILL HOLE ON SAME ROCK TO SOUTHWARD AND 1-1/2 FEET
 TR1961'LOWER THAN STATION NEAR BARNACLE LINE.
 TR1961
 TR1961                          STATION RECOVERY (1972)
 TR1961
 TR1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GCS)
 TR1961'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR1961'
 TR1961'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1961'6.7 N.M. NW ANACORTES.
 TR1961
 TR1961                          STATION RECOVERY (1987)
 TR1961
 TR1961'RECOVERY NOTE BY US POWER SQUADRON 1987 (SG)
 TR1961'RECOVERED IN GOOD CONDITION.
 TR1961
 TR1961                          STATION RECOVERY (2003)
 TR1961
 TR1961'RECOVERY NOTE BY US POWER SQUADRON 2003 (GD)
 TR1961'THIS IS A RESUBMITTAL DUE TO CONFUSION ON PREVIOUS REPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0979 ***********************************************************************
 SC0979  DESIGNATION -  CURVE
 SC0979  PID         -  SC0979
 SC0979  STATE/COUNTY-  WA/PACIFIC
 SC0979  USGS QUAD   -  NEMAH (1994)
 SC0979
 SC0979                         *CURRENT SURVEY CONTROL
 SC0979  ___________________________________________________________________
 SC0979* NAD 83(1991)-  46 32 56.97165(N)    123 53 39.47607(W)     ADJUSTED  
 SC0979* NAVD 88     -         5.705  (meters)      18.72   (feet)  ADJUSTED  
 SC0979  ___________________________________________________________________
 SC0979  LAPLACE CORR-          20.06  (seconds)                    DEFLEC99
 SC0979  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 SC0979  DYNAMIC HT  -           5.706 (meters)      18.72  (feet)  COMP
 SC0979  MODELED GRAV-     980,749.6   (mgal)                       NAVD 88
 SC0979
 SC0979  HORZ ORDER  -  THIRD
 SC0979  VERT ORDER  -  FIRST     CLASS II
 SC0979
 SC0979.The horizontal coordinates were established by classical geodetic methods
 SC0979.and adjusted by the National Geodetic Survey in December 1991..
 SC0979
 SC0979.The orthometric height was determined by differential leveling
 SC0979.and adjusted by the National Geodetic Survey in June 1991..
 SC0979
 SC0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0979
 SC0979.The geoid height was determined by GEOID03.
 SC0979
 SC0979.The dynamic height is computed by dividing the NAVD 88
 SC0979.geopotential number by the normal gravity value computed on the
 SC0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0979.degrees latitude (g = 980.6199 gals.).
 SC0979
 SC0979.The modeled gravity was interpolated from observed gravity values.
 SC0979
 SC0979;                    North         East     Units Scale Factor Converg.
 SC0979;SPC WA S     -   140,738.462   239,782.247   MT  0.99991479   -2 27 56.2
 SC0979;SPC WA S     -   461,739.44    786,685.59   sFT  0.99991479   -2 27 56.2
 SC0979;UTM  10      - 5,155,454.188   431,440.773   MT  0.99965777   -0 38 57.3
 SC0979
 SC0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0979!SPC WA S     -   1.00000276  x   0.99991479  =   0.99991755
 SC0979!UTM  10      -   1.00000276  x   0.99965777  =   0.99966053
 SC0979
 SC0979|---------------------------------------------------------------------|
 SC0979| PID    Reference Object                     Distance      Geod. Az  |
 SC0979|                                                           dddmmss.s |
 SC0979| CE3051 CURVE RM 2                           11.819 METERS 09527     |
 SC0979| SC2466 NEEDLE 2                            APPROX. 4.8 KM 2075759.8 |
 SC0979| SC2468 NEMAH R ENT PILES CABIN S GAB       APPROX. 4.3 KM 2273855.6 |
 SC0979| SC2481 ILWACO OYSTER HOUSE S GABLE         APPROX. 4.6 KM 2325418.9 |
 SC0979| CE3050 CURVE RM 1                           19.230 METERS 35340     |
 SC0979|---------------------------------------------------------------------|
 SC0979
 SC0979                          SUPERSEDED SURVEY CONTROL
 SC0979
 SC0979  NAD 83(1991)-  46 32 56.97077(N)    123 53 39.47605(W) AD(       ) 3
 SC0979  NAD 83(1986)-  46 32 56.97280(N)    123 53 39.45978(W) AD(       ) 3
 SC0979  NAD 27      -  46 32 57.60989(N)    123 53 34.87977(W) AD(       ) 3
 SC0979
 SC0979.Superseded values are not recommended for survey control.
 SC0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0979.See file dsdata.txt to determine how the superseded data were derived.
 SC0979
 SC0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3144155454(NAD 83)
 SC0979_MARKER: DE = TRAVERSE STATION DISK
 SC0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0979_SP_SET: CONCRETE POST
 SC0979_STAMPING: CURVE 1953
 SC0979_MARK LOGO: CGS   
 SC0979_PROJECTION: FLUSH
 SC0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0979+STABILITY: SURFACE MOTION
 SC0979
 SC0979  HISTORY     - Date     Condition        Report By
 SC0979  HISTORY     - 1953     MONUMENTED       CGS
 SC0979  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 SC0979  HISTORY     - 1987     GOOD             NGS
 SC0979
 SC0979                          STATION DESCRIPTION
 SC0979
 SC0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC0979'ABOUT 2.5 MI. N ALONG U.S. HIGHWAY 101 FROM THE BRIDGE ACROSS THE
 SC0979'NORTH NEMAH RIVER, ON FILLED GROUND ON THE INSIDE OF A CURVE IN
 SC0979'THE HIGHWAY AND W OF THE APPROXIMATE LOWEST POINT ON THE HIGHWAY, 75
 SC0979'FT. SW OF THE CENTERLINE OF THE HIGHWAY, 91 FT. NE OF A BANK ALONG
 SC0979'THE INSHORE EXTENSION OF A TRIPLE ROW OF PILING LYING IN A NE-SW
 SC0979'DIRECTION, 150 FT. S OF A 6-FT. CONCRETE-TILE CULVERT UNDER THE
 SC0979'HIGHWAY, AND 4.35 FT. S OF THE S FACE OF A WHITE PAINTED WITNESS
 SC0979'POST.
 SC0979'
 SC0979'ALL MARKS ARE STANDARD DISKS, SET IN 30-IN. SECTIONS OF 4-IN.
 SC0979'CONCRETE TILE AND PROJECTING ABOUT 4 IN.
 SC0979'
 SC0979'STATION MARK IS STAMPED CURVE 1953 (NOTE 6A).  NO UNDERGROUND MARK
 SC0979'WAS ESTABLISHED.
 SC0979'
 SC0979'REFERENCE MARK 1 IS STAMPED CURVE NO 1 1953 (NOTE 13A).  IT IS N OF
 SC0979'THE STATION ON LINE TO A HOUSE CHIMNEY.
 SC0979'
 SC0979'REFERENCE MARK 2 IS STAMPED CURVE NO 2 1953 (NOTE 13A).
 SC0979
 SC0979                          STATION RECOVERY (1961)
 SC0979
 SC0979'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (HGC)
 SC0979'FOUND AS DESCRIBED.
 SC0979
 SC0979                          STATION RECOVERY (1987)
 SC0979
 SC0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0979'26.5 KM (16.45 MI) SW FROM SOUTH BEND.
 SC0979'26.5 KM (16.45 MI) SOUTHWEST ALONG US HIGHWAY 101 FROM THE JUNCTION
 SC0979'OF MEMORIAL AVENUE IN SOUTH BEND, 24.0 M (78.7 FT) WEST OF THE
 SC0979'CENTERLINE OF THE HIGHWAY, 12.0 M (39.4 FT) NORTHWEST OF CURVE RM 2,
 SC0979'27.7 M (90.9 FT) NORTHEAST OF A BANK WHICH IS ALONG THE INSHORE
 SC0979'EXTENSION OF A TRIPLE ROW OF PILINGS WHICH ARE OFF SHORE IN A
 SC0979'NORTHWEST-SOUTHEAST DIRECTION.  A RUBBING WAS TAKEN.
 SC0979'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 SC0979'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2344 ***********************************************************************
 SA2344  DESIGNATION -  CURVE
 SA2344  PID         -  SA2344
 SA2344  STATE/COUNTY-  WA/FRANKLIN
 SA2344  USGS QUAD   -  RICHLAND (1992)
 SA2344
 SA2344                         *CURRENT SURVEY CONTROL
 SA2344  ___________________________________________________________________
 SA2344* NAD 83(1991)-  46 21 04.18538(N)    119 15 13.12918(W)     ADJUSTED  
 SA2344* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 SA2344  ___________________________________________________________________
 SA2344  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 SA2344  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SA2344
 SA2344  HORZ ORDER  -  SECOND
 SA2344
 SA2344.The horizontal coordinates were established by classical geodetic methods
 SA2344.and adjusted by the National Geodetic Survey in December 1991..
 SA2344
 SA2344.The orthometric height was scaled from a topographic map.
 SA2344
 SA2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2344
 SA2344.The geoid height was determined by GEOID03.
 SA2344
 SA2344;                    North         East     Units Scale Factor Converg.
 SA2344;SPC WA S     -   113,889.029   595,922.637   MT  0.99992289   +0 54 19.2
 SA2344;SPC WA S     -   373,650.92  1,955,122.85   sFT  0.99992289   +0 54 19.2
 SA2344;UTM  11      - 5,135,533.415   326,604.186   MT  0.99996959   -1 37 52.0
 SA2344
 SA2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2344!SPC WA S     -   0.99998098  x   0.99992289  =   0.99990388
 SA2344!UTM  11      -   0.99998098  x   0.99996959  =   0.99995058
 SA2344
 SA2344:                Primary Azimuth Mark                     Grid Az
 SA2344:SPC WA S     -  BREAK                                    171 31 38.0
 SA2344:UTM  11      -  BREAK                                    174 03 49.2
 SA2344
 SA2344|---------------------------------------------------------------------|
 SA2344| PID    Reference Object                     Distance      Geod. Az  |
 SA2344|                                                           dddmmss.s |
 SA2344| SA2214 BREAK                               APPROX. 1.5 KM 1722557.2 |
 SA2344|---------------------------------------------------------------------|
 SA2344
 SA2344                          SUPERSEDED SURVEY CONTROL
 SA2344
 SA2344  NAD 83(1991)-  46 21 04.18716(N)    119 15 13.12655(W) AD(       ) 2
 SA2344  NAD 83(1986)-  46 21 04.19343(N)    119 15 13.12079(W) AD(       ) 2
 SA2344  NAD 27      -  46 21 04.71100(N)    119 15 09.06700(W) AD(       ) 2
 SA2344
 SA2344.Superseded values are not recommended for survey control.
 SA2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2344.See file dsdata.txt to determine how the superseded data were derived.
 SA2344
 SA2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2660435533(NAD 83)
 SA2344_MARKER: Z = SEE DESCRIPTION
 SA2344_SETTING: 0 = UNSPECIFIED SETTING
 SA2344_STAMPING: CURVE 1949
 SA2344_MARK LOGO: USE   
 SA2344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2344
 SA2344  HISTORY     - Date     Condition        Report By
 SA2344  HISTORY     - 1949     MONUMENTED       USE
 SA2344  HISTORY     - 1974     SEE DESCRIPTION  USGS
 SA2344
 SA2344                          STATION DESCRIPTION
 SA2344
 SA2344'DESCRIBED BY US ENGINEERS 1949 (WRG)
 SA2344'BEGIN AT INTERSECTION OF NORTH FOURTH AVENUE AND WEST LEWIS
 SA2344'STREET.  GO NORTH ALONG FOURTH AVENUE 0.8 MILES.  TURN LEFT, GO
 SA2344'WEST 4.1 MILES.  TURN RIGHT GO NORTHERLY 8.7 MILES.  LEAVE ROAD,
 SA2344'GO WEST ABOUT 225 FEET TO STATION.
 SA2344'
 SA2344'LOCATED ABOUT 1000 FEET EAST FROM LEFT BANK OF RIVER, ON
 SA2344'SHOULDER.  ABOUT 105 FEET WEST FROM POWER POLE AND Y POWERLINE
 SA2344'INTERSECTION.  BRONZE DISC SET IN CONCRETE, STAMPED CURVE 1949
 SA2344
 SA2344                          STATION RECOVERY (1974)
 SA2344
 SA2344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA2344'PASCO COURTHOUSE, NORTH ON N. 4TH AVE. 0.3 MI. TO INTERSECTION,
 SA2344'TURN LEFT, WEST ON COURTH ST. 4.0 MILES TO INTERSECTION, TURN
 SA2344'RIGHT, NORTH ON ROAD 68 4.2 MILES TO FORK, TAKE LEFT FORK, NW ON
 SA2344'ROAD 68 4.6 MILES T-RD EAST (ROAD 68 AND HELM DRIVE) 190 FT SW OF
 SA2344'RD. JUNCTION, 115 FT. SW OF POWER POLE FORMING Y OF POWER LINES,
 SA2344'68 FT. SOUTH OF PROJECTED TANGENT OF HELM DRIVE, 6.0 FT WEST OF
 SA2344'COT BANK, SET IN TOP OF CONCRETE POST PROJECTING 0.4 FT ABOVE
 SA2344'GROUND.  A STANDARD USGE DISK STAMPED CURVE 1949
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3309 ***********************************************************************
 SY3309  DESIGNATION -  CUSH
 SY3309  PID         -  SY3309
 SY3309  STATE/COUNTY-  WA/THURSTON
 SY3309  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3309
 SY3309                         *CURRENT SURVEY CONTROL
 SY3309  ___________________________________________________________________
 SY3309* NAD 83(1991)-  47 09 54.74011(N)    122 55 11.81301(W)     ADJUSTED  
 SY3309* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3309  ___________________________________________________________________
 SY3309  LAPLACE CORR-          -8.30  (seconds)                    DEFLEC99
 SY3309  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 SY3309
 SY3309  HORZ ORDER  -  THIRD
 SY3309
 SY3309.The horizontal coordinates were established by classical geodetic methods
 SY3309.and adjusted by the National Geodetic Survey in December 1991..
 SY3309
 SY3309.The orthometric height was scaled from a topographic map.
 SY3309
 SY3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3309
 SY3309.The geoid height was determined by GEOID03.
 SY3309
 SY3309;                    North         East     Units Scale Factor Converg.
 SY3309;SPC WA S     -   206,432.939   316,551.566   MT  0.99996588   -1 45 28.2
 SY3309;SPC WA S     -   677,272.07  1,038,552.93   sFT  0.99996588   -1 45 28.2
 SY3309;UTM  10      - 5,223,526.182   506,067.210   MT  0.99960045   +0 03 31.3
 SY3309
 SY3309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3309!SPC WA S     -   1.00000327  x   0.99996588  =   0.99996915
 SY3309!UTM  10      -   1.00000327  x   0.99960045  =   0.99960372
 SY3309
 SY3309:                Primary Azimuth Mark                     Grid Az
 SY3309:SPC WA S     -  COP                                      193 30 36.6
 SY3309:UTM  10      -  COP                                      191 41 37.1
 SY3309
 SY3309|---------------------------------------------------------------------|
 SY3309| PID    Reference Object                     Distance      Geod. Az  |
 SY3309|                                                           dddmmss.s |
 SY3309| SY3331 COP                                 APPROX. 2.2 KM 1914508.4 |
 SY3309| CE3500 CUSH RM 1                            16.790 METERS 25106     |
 SY3309| CE3501 CUSH RM 2                            12.170 METERS 30523     |
 SY3309|---------------------------------------------------------------------|
 SY3309
 SY3309                          SUPERSEDED SURVEY CONTROL
 SY3309
 SY3309  NAD 83(1986)-  47 09 54.73715(N)    122 55 11.82134(W) AD(       ) 3
 SY3309  NAD 27      -  47 09 55.38700(N)    122 55 07.31700(W) AD(       ) 3
 SY3309
 SY3309.Superseded values are not recommended for survey control.
 SY3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3309.See file dsdata.txt to determine how the superseded data were derived.
 SY3309
 SY3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0606723526(NAD 83)
 SY3309_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3309
 SY3309  HISTORY     - Date     Condition        Report By
 SY3309  HISTORY     - 1924     MONUMENTED       CGS
 SY3309  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3309
 SY3309                          STATION DESCRIPTION
 SY3309
 SY3309'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3309'ON THE MAINLAND BELOW CUSHMAN POINT, AT THE INTERSECTION OF ELD
 SY3309'INLET, BUDD INLET, AND SQUAXIN PASSAGE AND OPPOSITE UNSUAL
 SY3309'POINT.  ON A ROUNDING POINT ON A LEVEL SAND BEACH 20 METERS FROM
 SY3309'EDGE OF THE BRUSH, AND IS 2 METERS BELOW HIGH-WATER MARK AND IS
 SY3309'SET FLUSH WITH THE GROUND.
 SY3309'
 SY3309'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY3309'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY3309'
 SY3309'BOTH REFERENCE MARKS STICK 6 INCHES OUT OF THE GROUND AND ARE
 SY3309'ABOVE THE HIGH-WATER MARK.
 SY3309'
 SY3309'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3309
 SY3309                          STATION RECOVERY (1936)
 SY3309
 SY3309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3309'STATION IS LOST.  THREE HOURS WERE SPENT IN SEARCHING FOR STATION
 SY3309'BUT NO TRACE OF ANY MARKS COULD BE FOUND.  A RESIDENT SAID THAT HE
 SY3309'POINTED THE STATION OUT TO A SURVEYING PARTY THREE YEARS AGO, BUT
 SY3309'HE WAS UNABLE TO LOCATE IT ABOUT A YEAR AGO.  A NEW STATION, MAN,
 SY3309'WAS ESTABLISHED ABOUT 1/4 MILE S OF THE OLD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3348 ***********************************************************************
 SY3348  DESIGNATION -  CUSHMAN POINT LIGHT 1936
 SY3348  PID         -  SY3348
 SY3348  STATE/COUNTY-  WA/THURSTON
 SY3348  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3348
 SY3348                         *CURRENT SURVEY CONTROL
 SY3348  ___________________________________________________________________
 SY3348* NAD 83(1991)-  47 10 25.85975(N)    122 55 09.76664(W)     ADJUSTED  
 SY3348* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3348  ___________________________________________________________________
 SY3348  LAPLACE CORR-          -8.17  (seconds)                    DEFLEC99
 SY3348  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 SY3348
 SY3348  HORZ ORDER  -  THIRD
 SY3348
 SY3348.The horizontal coordinates were established by classical geodetic methods
 SY3348.and adjusted by the National Geodetic Survey in December 1991..
 SY3348
 SY3348.The orthometric height was scaled from a topographic map.
 SY3348
 SY3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3348
 SY3348.The geoid height was determined by GEOID03.
 SY3348
 SY3348;                    North         East     Units Scale Factor Converg.
 SY3348;SPC WA S     -   207,392.160   316,624.116   MT  0.99996742   -1 45 26.7
 SY3348;SPC WA S     -   680,419.11  1,038,790.95   sFT  0.99996742   -1 45 26.7
 SY3348;UTM  10      - 5,224,486.869   506,109.301   MT  0.99960046   +0 03 32.9
 SY3348
 SY3348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3348!SPC WA S     -   1.00000234  x   0.99996742  =   0.99996976
 SY3348!UTM  10      -   1.00000234  x   0.99960046  =   0.99960280
 SY3348
 SY3348                          SUPERSEDED SURVEY CONTROL
 SY3348
 SY3348  NAD 83(1986)-  47 10 25.85687(N)    122 55 09.77515(W) AD(       ) 3
 SY3348  NAD 27      -  47 10 26.50500(N)    122 55 05.27600(W) AD(       ) 3
 SY3348
 SY3348.Superseded values are not recommended for survey control.
 SY3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3348.See file dsdata.txt to determine how the superseded data were derived.
 SY3348
 SY3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0610924487(NAD 83)
 SY3348
 SY3348  HISTORY     - Date     Condition        Report By
 SY3348  HISTORY     - 1936     MONUMENTED       CGS
 SY3348  HISTORY     - 1987     GOOD             USPSQD
 SY3348
 SY3348                          STATION DESCRIPTION
 SY3348
 SY3348'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3348'THE LIGHT IS ON A WHITE ARM ON POST AT HUNTERS POINT.
 SY3348
 SY3348                          STATION RECOVERY (1987)
 SY3348
 SY3348'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRT)
 SY3348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1475 ***********************************************************************
 TR1475  DESIGNATION -  CUSTER
 TR1475  PID         -  TR1475
 TR1475  STATE/COUNTY-  WA/ISLAND
 TR1475  USGS QUAD   -  FREELAND (1978)
 TR1475
 TR1475                         *CURRENT SURVEY CONTROL
 TR1475  ___________________________________________________________________
 TR1475* NAD 83(1991)-  48 06 46.60761(N)    122 33 41.09929(W)     ADJUSTED  
 TR1475* NAVD 88     -        27.1    (meters)      89.     (feet)  VERTCON   
 TR1475  ___________________________________________________________________
 TR1475  LAPLACE CORR-         -10.30  (seconds)                    DEFLEC99
 TR1475  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 TR1475
 TR1475  HORZ ORDER  -  SECOND
 TR1475
 TR1475.The horizontal coordinates were established by classical geodetic methods
 TR1475.and adjusted by the National Geodetic Survey in December 1991..
 TR1475
 TR1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1475
 TR1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1475
 TR1475.The geoid height was determined by GEOID03.
 TR1475
 TR1475;                    North         East     Units Scale Factor Converg.
 TR1475;SPC WA N     -   125,184.545   371,341.166   MT  0.99994226   -1 17 11.7
 TR1475;SPC WA N     -   410,709.63  1,218,308.48   sFT  0.99994226   -1 17 11.7
 TR1475;UTM  10      - 5,328,946.906   532,644.849   MT  0.99961309   +0 19 35.4
 TR1475
 TR1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1475!SPC WA N     -   0.99999932  x   0.99994226  =   0.99994158
 TR1475!UTM  10      -   0.99999932  x   0.99961309  =   0.99961241
 TR1475
 TR1475:                Primary Azimuth Mark                     Grid Az
 TR1475:SPC WA N     -  HACKNEY IS WATER TANK                    122 18 49.7
 TR1475:UTM  10      -  HACKNEY IS WATER TANK                    120 42 02.6
 TR1475
 TR1475|---------------------------------------------------------------------|
 TR1475| PID    Reference Object                     Distance      Geod. Az  |
 TR1475|                                                           dddmmss.s |
 TR1475| TR1498 HACKNEY IS WATER TANK               APPROX. 2.9 KM 1210138.0 |
 TR1475| CF7734 CUSTER RM 2                          11.536 METERS 23346     |
 TR1475| CF7733 CUSTER RM 1                           8.183 METERS 30842     |
 TR1475|---------------------------------------------------------------------|
 TR1475
 TR1475                          SUPERSEDED SURVEY CONTROL
 TR1475
 TR1475  NAD 83(1986)-  48 06 46.60763(N)    122 33 41.10303(W) AD(       ) 2
 TR1475  NAD 27      -  48 06 47.27300(N)    122 33 36.53800(W) AD(       ) 2
 TR1475  NGVD 29 (07/19/86)   26.0    (m)           85.     (f) VERT ANG       
 TR1475
 TR1475.Superseded values are not recommended for survey control.
 TR1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1475.See file dsdata.txt to determine how the superseded data were derived.
 TR1475
 TR1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3264528947(NAD 83)
 TR1475
 TR1475  HISTORY     - Date     Condition        Report By
 TR1475  HISTORY     - 1920     MONUMENTED       USE
 TR1475  HISTORY     - 1944     SEE DESCRIPTION  CGS
 TR1475  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1475
 TR1475                          STATION DESCRIPTION
 TR1475
 TR1475'DESCRIBED BY US ENGINEERS 1920
 TR1475'STATION IS LOCATED ON EDGE OF BLUFF, 1/2 MILE N OF GREENBANK WHARF,
 TR1475'AND 900 FEET N OF RAVINE WITH SMALL STREAM.  IT IS IN THE EDGE OF
 TR1475'OPEN TIMBER, 7 FEET FROM BLUFF AND HAS AN 8-INCH FIR TREE 15.7 FEET
 TR1475'NW AND A 10-INCH FIR 23.9 FEET N.
 TR1475'
 TR1475'STATION IS MARKED WITH A STANDARD CONCRETE MONUMENT AND SIGNAL.
 TR1475'
 TR1475'ELEVATION 86.90 FEET ABOVE MEAN LOW WATER.
 TR1475
 TR1475                          STATION RECOVERY (1944)
 TR1475
 TR1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (CP)
 TR1475'STATION IS ON THE E SHORE OF WHIDBEY ISLAND, AT THE W SIDE OF
 TR1475'ENTRANCE TO HOLMES HARBOR, 1/2 MILE N OF THE OLD WHARF AT
 TR1475'GREENBANK, ON THE TOP OF A BLUFF 73 FEET ABOVE HIGH WATER, 10 FEET
 TR1475'BACK FROM EDGE OF BLUFF, 6 FEET E OF PATH ALONG TOP OF BLUFF, 15
 TR1475'METERS S OF POINT WHERE TIMBER IS HEAVY TO BLUFF EDGE, AND ON
 TR1475'RANGE WITH BEACH LINE TO S AND LARGE HOUSE AT S END OF COVE.
 TR1475'
 TR1475'STATION IS MARKED WITH A 4-INCH SQUARE CONCRETE POST WITH BOLT IN
 TR1475'ITS TOP AND CROSS CUT IN BOLT, MARKED U.S.E.D.
 TR1475'
 TR1475'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 TR1475'1-1/2-INCH BRASS PIPE.  IT IS STAMPED CUSTER USE 1920-43 NO. 1
 TR1475'AND PROJECTS 12 INCHES ABOVE GROUND.
 TR1475'
 TR1475'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 TR1475'1-1/2-INCH BRASS PIPE.  IT IS STAMPED CUSTER USE 1920-43 NO. 2 AND
 TR1475'PROJECTS 2 INCHES ABOVE GROUND.  LOCATED IN PATH ALONG BLUFF.
 TR1475'
 TR1475'STATION MARK IN GOOD CONDITION.
 TR1475
 TR1475                          STATION RECOVERY (1960)
 TR1475
 TR1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1475'THE STATION WAS NOT RECOVERED.  A THOROUGH SEARCH WAS MADE IN THE
 TR1475'AREA FOR ABOUT ONE HOUR BUT NO MARKS WERE FOUND.  THE REMAINS OF
 TR1475'A SIGNAL AND AN OLD SIGN NAILED TO A TREE WERE FOUND.  THE OWNER OF
 TR1475'THE PROPERTY STATES THAT HE HAD SEEN A MONUMENT ABOUT 7 YEARS
 TR1475'BEFORE BUT THAT THE AREA HAD GROWN UP IN HEAVY BUSH SINCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0339 ***********************************************************************
 SA0339  DESIGNATION -  CUT
 SA0339  PID         -  SA0339
 SA0339  STATE/COUNTY-  WA/BENTON
 SA0339  USGS QUAD   -  WALLULA (1992)
 SA0339
 SA0339                         *CURRENT SURVEY CONTROL
 SA0339  ___________________________________________________________________
 SA0339* NAD 83(1991)-  46 03 57.72442(N)    118 56 58.52614(W)     ADJUSTED  
 SA0339* NAVD 88     -       103.983  (meters)     341.15   (feet)  ADJUSTED  
 SA0339  ___________________________________________________________________
 SA0339  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 SA0339  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SA0339  DYNAMIC HT  -         103.983 (meters)     341.15  (feet)  COMP
 SA0339  MODELED GRAV-     980,618.9   (mgal)                       NAVD 88
 SA0339
 SA0339  HORZ ORDER  -  SECOND
 SA0339  VERT ORDER  -  FIRST     CLASS II
 SA0339
 SA0339.The horizontal coordinates were established by classical geodetic methods
 SA0339.and adjusted by the National Geodetic Survey in December 1991..
 SA0339
 SA0339.The orthometric height was determined by differential leveling
 SA0339.and adjusted by the National Geodetic Survey in June 1991..
 SA0339
 SA0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA0339
 SA0339.The geoid height was determined by GEOID03.
 SA0339
 SA0339.The dynamic height is computed by dividing the NAVD 88
 SA0339.geopotential number by the normal gravity value computed on the
 SA0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0339.degrees latitude (g = 980.6199 gals.).
 SA0339
 SA0339.The modeled gravity was interpolated from observed gravity values.
 SA0339
 SA0339;                    North         East     Units Scale Factor Converg.
 SA0339;SPC WA S     -    82,618.488   619,943.798   MT  0.99995537   +1 07 34.4
 SA0339;SPC WA S     -   271,057.49  2,033,932.28   sFT  0.99995537   +1 07 34.4
 SA0339;SPC OR N     -   267,785.653 2,619,951.608   MT  1.00001746   +1 05 58.3
 SA0339;SPC OR N     -   878,561.85  8,595,641.76   iFT  1.00001746   +1 05 58.3
 SA0339;UTM  11      - 5,103,232.146   349,219.416   MT  0.99987949   -1 24 15.3
 SA0339
 SA0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA0339!SPC WA S     -   0.99998709  x   0.99995537  =   0.99994246
 SA0339!SPC OR N     -   0.99998709  x   1.00001746  =   1.00000455
 SA0339!UTM  11      -   0.99998709  x   0.99987949  =   0.99986658
 SA0339
 SA0339                          SUPERSEDED SURVEY CONTROL
 SA0339
 SA0339  NAD 83(1991)-  46 03 57.72469(N)    118 56 58.52605(W) AD(       ) 2
 SA0339  NAD 83(1986)-  46 03 57.73077(N)    118 56 58.51896(W) AD(       ) 2
 SA0339  NAD 27      -  46 03 58.24000(N)    118 56 54.51000(W) AD(       ) 2
 SA0339  NGVD 29 (??/??/92)  102.972  (m)          337.83   (f) ADJ UNCH    1 2
 SA0339
 SA0339.Superseded values are not recommended for survey control.
 SA0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0339.See file dsdata.txt to determine how the superseded data were derived.
 SA0339
 SA0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4921903232(NAD 83)
 SA0339_MARKER: DD = SURVEY DISK
 SA0339_SETTING: 66 = SET IN ROCK OUTCROP
 SA0339_SP_SET: OUTCROP
 SA0339_STAMPING: CUT 1941
 SA0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0339+STABILITY: POSITION/ELEVATION WELL
 SA0339
 SA0339  HISTORY     - Date     Condition        Report By
 SA0339  HISTORY     - 1947     MONUMENTED       USE
 SA0339  HISTORY     - 1951     GOOD             NGS
 SA0339  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SA0339
 SA0339                          STATION DESCRIPTION
 SA0339
 SA0339'DESCRIBED BY US ENGINEERS 1947 (WRG)
 SA0339'STATION IS LOCATED ABOUT 13.3 MILES SOUTHEAST FROM KENNEWICK,
 SA0339'WASHINGTON, ON WEST BANK OF COLUMBIA RIVER ALONG SP AND S R.R.
 SA0339'
 SA0339'TO REACH STATION FROM 3RD AVE. AND WASHINGTON ST. KENNEWICK,
 SA0339'WN. GO SOUTHEAST ALONG 3RD AVE AND OIL ROAD 4.65 MILES TO T
 SA0339'INTERSECTION (OIL ROAD AND GRAVEL ROAD).  CONTINUE SOUTHEAST
 SA0339'ALONG GRAVEL ROAD, ALONG SOUTH WEST BANK OF COLUMBIA RIVER ABOUT
 SA0339'6.55 MILES TO T INTERSECTION (ROAD WEST TO HOVER AND ROAD ALONG
 SA0339'RIVER) CONTINUE SOUTHEAST ALONG ROAD AND ALONG RIVER BANK 3.4
 SA0339'MILES TO PROMINENT ROCK OUT CROP AND STATION.
 SA0339'
 SA0339'ABOUT 180 FT NORTHEAST FROM SP AND S R.R., ABOUT 110 FT WEST
 SA0339'FROM OUT CROP.  A STANDARD BRONZE DISK SET IN CENTER OF IRON PIPE,
 SA0339'WITH CONCRETE BUILT UP AROUND PIPE AND DISK - STAMPED CUT 1947
 SA0339'(IRON PIPE SET IN CONCRETE WAS FORMERLY A RIVER AND HARBORS
 SA0339'STATION CALLED CUT)
 SA0339
 SA0339                          STATION RECOVERY (1951)
 SA0339
 SA0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 SA0339'7 MI S FROM FINLEY.
 SA0339'7 MILES SOUTH ALONG THE REALIGNED S. P. AND S. RAILROAD FROM THE
 SA0339'STATION AT FINLEY, ABOUT 0.4 MILE NORTH OF YELLIPETT SIDING, NEAR THE
 SA0339'NORTH END OF A ROCK CUT, NEAR MILE POST (217), ABOUT 165 YARDS EAST OF
 SA0339'THE RAILROAD ON TOP OF A PROMINENT ROCK POINT, 6 1/2 FEET WEST OF THE
 SA0339'EAST EDGE OF THE POINT, 3.3 FEET NORTH OF A WITNESS POST, AND SET IN
 SA0339'THE TOP OF A LARGE OUTCROP PROJECTING 3 1/2 FEET ABOVE THE GROUND AND
 SA0339'ABOUT 5 FEET LOWER THAN THE TRACK.
 SA0339
 SA0339                          STATION RECOVERY (1956)
 SA0339
 SA0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 SA0339'THE STATION WAS SEARCHED FOR BUT WAS NOT FOUND.  THE RAILROAD
 SA0339'HAS BEEN RELOCATED AND THE STATION IS PROBABLY COVERED BY THE
 SA0339'LAKE BEHIND MC NARY DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4684 ***********************************************************************
 SY4684  DESIGNATION -  CUT
 SY4684  PID         -  SY4684
 SY4684  STATE/COUNTY-  WA/KING
 SY4684  USGS QUAD   -  
 SY4684
 SY4684                         *CURRENT SURVEY CONTROL
 SY4684  ___________________________________________________________________
 SY4684* NAD 83(1991)-  47 39 45.23276(N)    122 23 51.65717(W)     ADJUSTED  
 SY4684* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 SY4684  ___________________________________________________________________
 SY4684  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 SY4684  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY4684
 SY4684  HORZ ORDER  -  THIRD
 SY4684
 SY4684.The horizontal coordinates were established by classical geodetic methods
 SY4684.and adjusted by the National Geodetic Survey in December 1991..
 SY4684
 SY4684.The orthometric height was scaled from a topographic map.
 SY4684
 SY4684.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4684
 SY4684.The geoid height was determined by GEOID03.
 SY4684
 SY4684;                    North         East     Units Scale Factor Converg.
 SY4684;SPC WA N     -    74,859.357   382,511.845   MT  0.99997364   -1 09 52.9
 SY4684;SPC WA N     -   245,601.07  1,254,957.61   sFT  0.99997364   -1 09 52.9
 SY4684;UTM  10      - 5,278,972.502   545,222.305   MT  0.99962513   +0 26 42.8
 SY4684
 SY4684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4684!SPC WA N     -   0.99999695  x   0.99997364  =   0.99997059
 SY4684!UTM  10      -   0.99999695  x   0.99962513  =   0.99962209
 SY4684
 SY4684:                Primary Azimuth Mark                     Grid Az
 SY4684:SPC WA N     -  BALLARD RED BRICK HIGH SCHOOL            024 11 02.4
 SY4684:UTM  10      -  BALLARD RED BRICK HIGH SCHOOL            022 34 26.7
 SY4684
 SY4684|---------------------------------------------------------------------|
 SY4684| PID    Reference Object                     Distance      Geod. Az  |
 SY4684|                                                           dddmmss.s |
 SY4684| SY4741 BALLARD RED BRICK HIGH SCHOOL       APPROX. 1.3 KM 0230109.5 |
 SY4684| SY4077 STEEPLE BLACK AND RED CROSS         APPROX. 1.9 KM 0605902.0 |
 SY4684| SY4806 YELLOW CHURCH STEEPLE BALL          APPROX. 1.6 KM 0635117.3 |
 SY4684| SY4723 BALLARD SCHOOL BELFRY               APPROX. 1.4 KM 0664452.8 |
 SY4684| SY4069 TREE                                APPROX. 2.4 KM 1241213.4 |
 SY4684| CF6493 CUT RM 1                             33.947 METERS 14055     |
 SY4684| CF6494 CUT RM 2                              6.859 METERS 21631     |
 SY4684| SY4696 CHIM                                APPROX. 1.1 KM 3344440.0 |
 SY4684| SY4694 BRIDGE 1915                         APPROX. 0.5 KM 3405715.9 |
 SY4684| SY4692 BALLARD 1915                        APPROX. 0.8 KM 3490704.0 |
 SY4684|---------------------------------------------------------------------|
 SY4684
 SY4684                          SUPERSEDED SURVEY CONTROL
 SY4684
 SY4684  NAD 83(1986)-  47 39 45.22445(N)    122 23 51.66972(W) AD(       ) 3
 SY4684  NAD 27      -  47 39 45.87400(N)    122 23 47.20300(W) AD(       ) 3
 SY4684
 SY4684.Superseded values are not recommended for survey control.
 SY4684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4684.See file dsdata.txt to determine how the superseded data were derived.
 SY4684
 SY4684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4522278973(NAD 83)
 SY4684_MARKER: Z = SEE DESCRIPTION
 SY4684_SETTING: 0 = UNSPECIFIED SETTING
 SY4684
 SY4684  HISTORY     - Date     Condition        Report By
 SY4684  HISTORY     - 1915     MONUMENTED       CGS
 SY4684  HISTORY     - 1944     SEE DESCRIPTION  CGS
 SY4684
 SY4684                          STATION DESCRIPTION
 SY4684
 SY4684'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (GTR)
 SY4684'THIS STATION IS ON THE N SLOPE OF FORT LAWTON HILL, SEATTLE,
 SY4684'WASHINGTON.  IT IS ABOUT 1/3 MILE S OF AND OVERLOOKING THE CANAL
 SY4684'LOCKS AND IS AT THE HIGHEST POINT ON THE S BANK OF THE NORTHERN
 SY4684'PACIFIC RAILROAD CUT.  THE STATION IS 12 FEET FROM EDGE OF
 SY4684'CUT.  IT IS BETWEEN THIRTY-SECOND AVENUE AND HARLEY STREET AND IS
 SY4684'52 PACES N FROM THE N FENCE LINE OF 4523 HARLEY STREET.
 SY4684'
 SY4684'THE SECOND SQUARE INTAKE FROM THE E END AND ON THE S SIDE OF THE
 SY4684'CANAL LOCK AND THE NW CORNER OF A SMALL FRAME HOUSE WHICH IS
 SY4684'BETWEEN THE CANAL AND THE RAILROAD CUT, ARE JUST IN RANGE WITH THE
 SY4684'FLAGPOLE OF A LARGE THREE-STORY BRICK SCHOOLHOUSE IN BALLARD WHICH
 SY4684'IS ABOUT N OF THIS STATION.
 SY4684'
 SY4684'THE STATION IS MARKED BY A REGULATION MARK SET IN A CONCRETE
 SY4684'MONUMENT 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  THREE
 SY4684'ARMS EXTEND OUT FROM THE MONUMENT TO BE USED AS RESTS FOR THE
 SY4684'TRIPOD.
 SY4684'
 SY4684'REFERENCE MARK NO.1 IS A 3/4-INCH HOLE DRILLED 1 INCH DEEP IN
 SY4684'GRANITE ROCK WHOSE FACE IS ABOUT 1-1/2 FEET ACROSS AND ABOUT 4
 SY4684'INCHES ABOVE GROUND, 33.947 METERS.
 SY4684'
 SY4684'REFERENCE MARK NO.2 IS A 6-INCH TRIANGLE BLAZED IN 10-INCH
 SY4684'SPRUCE TREE.  TRIANGLE HAS A NAIL IN THE CENTER AND IS ABOUT 4
 SY4684'FEET ABOVE THE GROUND, 6.859 METERS.
 SY4684'
 SY4684'TO REACH STATION TAKE FORT LAWTON CAR AND GET OFF AT THIRTY-SECOND
 SY4684'AVENUE AND WALK N ON THIRTY-SECOND AVENUE ONE BLOCK.
 SY4684
 SY4684                          STATION RECOVERY (1944)
 SY4684
 SY4684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (CP)
 SY4684'THIS STATION HAS BEEN DESTROYED BY SLIDING OF THE CUT ABOVE THE
 SY4684'GREAT NORTHERN RAILWAY TRACKS.  TO LOCATE STATION AN INVERSE
 SY4684'COMPUTATION WAS MADE BETWEEN SALMON BAY 1934 AND CUT AND THE ANGLE
 SY4684'AND DISTANCE FROM SALMON BAY MEASURED OVER THE GROUND.  IT WAS
 SY4684'FOUND THAT THE APPARENT LOCATION OF STATION CUT WAS WELL OVER THE
 SY4684'BLUFF, INDICATING DESTRUCTION BY SLIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5130 ***********************************************************************
 SY5130  DESIGNATION -  CUT
 SY5130  PID         -  SY5130
 SY5130  STATE/COUNTY-  WA/KITSAP
 SY5130  USGS QUAD   -  SUQUAMISH (1981)
 SY5130
 SY5130                         *CURRENT SURVEY CONTROL
 SY5130  ___________________________________________________________________
 SY5130* NAD 83(1991)-  47 44 36.74729(N)    122 30 23.04773(W)     ADJUSTED  
 SY5130* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY5130  ___________________________________________________________________
 SY5130  LAPLACE CORR-         -10.79  (seconds)                    DEFLEC99
 SY5130  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 SY5130
 SY5130  HORZ ORDER  -  THIRD
 SY5130
 SY5130.The horizontal coordinates were established by classical geodetic methods
 SY5130.and adjusted by the National Geodetic Survey in December 1991..
 SY5130
 SY5130.The orthometric height was scaled from a topographic map.
 SY5130
 SY5130.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5130
 SY5130.The geoid height was determined by GEOID03.
 SY5130
 SY5130;                    North         East     Units Scale Factor Converg.
 SY5130;SPC WA N     -    84,032.000   374,543.577   MT  0.99996348   -1 14 44.3
 SY5130;SPC WA N     -   275,694.99  1,228,815.05   sFT  0.99996348   -1 14 44.3
 SY5130;UTM  10      - 5,287,914.471   537,002.253   MT  0.99961682   +0 21 55.2
 SY5130
 SY5130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5130!SPC WA N     -   1.00000347  x   0.99996348  =   0.99996695
 SY5130!UTM  10      -   1.00000347  x   0.99961682  =   0.99962029
 SY5130
 SY5130:                Primary Azimuth Mark                     Grid Az
 SY5130:SPC WA N     -  POINT MONROE LIGHT                       189 41 54.0
 SY5130:UTM  10      -  POINT MONROE LIGHT                       188 05 14.5
 SY5130
 SY5130|---------------------------------------------------------------------|
 SY5130| PID    Reference Object                     Distance      Geod. Az  |
 SY5130|                                                           dddmmss.s |
 SY5130| SY5177 POINT MONROE LIGHT                  APPROX. 3.9 KM 1882709.7 |
 SY5130| SY5140 MAD                                 APPROX. 4.2 KM 1991300.5 |
 SY5130| SY5169 DOCK                                APPROX. 4.6 KM 1994117.5 |
 SY5130| SY5096 TIDE                                APPROX. 4.0 KM 2255257.7 |
 SY5130| CF6495 CUT RM                                9.296 METERS 22937     |
 SY5130|---------------------------------------------------------------------|
 SY5130
 SY5130                          SUPERSEDED SURVEY CONTROL
 SY5130
 SY5130  NAD 83(1986)-  47 44 36.74253(N)    122 30 23.05197(W) AD(       ) 3
 SY5130  NAD 27      -  47 44 37.39500(N)    122 30 18.56600(W) AD(       ) 3
 SY5130
 SY5130.Superseded values are not recommended for survey control.
 SY5130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5130.See file dsdata.txt to determine how the superseded data were derived.
 SY5130
 SY5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3700287914(NAD 83)
 SY5130_MARKER: DS = TRIANGULATION STATION DISK
 SY5130_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY5130_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SY5130
 SY5130  HISTORY     - Date     Condition        Report By
 SY5130  HISTORY     - 1916     MONUMENTED       CGS
 SY5130  HISTORY     - 1931     SEE DESCRIPTION  CGS
 SY5130
 SY5130                          STATION DESCRIPTION
 SY5130
 SY5130'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY5130'STATION IS ON THE N SHORE OF PORT MADISON ABOUT 1 MILE W OF POINT
 SY5130'JEFFERSON AT THE FOOT OF A 100-FOOT BLUFF AND ABOUT 3/8 OF ITS
 SY5130'LENGTH FROM ITS EASTERN END WHERE THE TANGENT TO THE BLUFF AT POINT
 SY5130'JEFFERSON HAS THE SAME DIRECTION AS THE SHORE.  THERE ARE THREE
 SY5130'PROMINENT BOULDERS VISIBLE AT HALF-TIDE, THE TWO WESTERN ONES
 SY5130'ABOUT 30 FEET OFFSHORE FROM HIGH WATER, AND THE OTHER ABOUT 100
 SY5130'FEET OFFSHORE FROM HIGH WATER.  THE STATION IS 21 FEET INSIDE
 SY5130'THE LINE OF THE TWO WESTERN ONES AND 30.50 FEET FROM THE MIDDLE OF
 SY5130'THE THREE, WHICH IS CALLED REFERENCE MARK.  THE WESTERN ONE IS
 SY5130'CALLED WITNESS MARK.
 SY5130'
 SY5130'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5130'CONCRETE IN THE TOP OF TILE.
 SY5130
 SY5130                          STATION RECOVERY (1931)
 SY5130
 SY5130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (KTA)
 SY5130'STATION WAS NOT RECOVERED.  IT IS BELIEVED TO HAVE BEEN DESTROYED
 SY5130'BY ROLLING ROCKS OR LOGS AT HIGH TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1106 ***********************************************************************
 TR1106  DESIGNATION -  CUT
 TR1106  PID         -  TR1106
 TR1106  STATE/COUNTY-  WA/ISLAND
 TR1106  USGS QUAD   -  JUNIPER BEACH (1973)
 TR1106
 TR1106                         *CURRENT SURVEY CONTROL
 TR1106  ___________________________________________________________________
 TR1106* NAD 83(1991)-  48 13 47.38482(N)    122 24 00.50656(W)     ADJUSTED  
 TR1106* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1106  ___________________________________________________________________
 TR1106  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 TR1106  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 TR1106
 TR1106  HORZ ORDER  -  THIRD
 TR1106
 TR1106.The horizontal coordinates were established by classical geodetic methods
 TR1106.and adjusted by the National Geodetic Survey in December 1991..
 TR1106
 TR1106.The orthometric height was scaled from a topographic map.
 TR1106
 TR1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1106
 TR1106.The geoid height was determined by GEOID03.
 TR1106
 TR1106;                    North         East     Units Scale Factor Converg.
 TR1106;SPC WA N     -   137,920.661   383,611.258   MT  0.99994416   -1 09 59.5
 TR1106;SPC WA N     -   452,494.70  1,258,564.60   sFT  0.99994416   -1 09 59.5
 TR1106;UTM  10      - 5,342,019.215   544,547.607   MT  0.99962438   +0 26 50.6
 TR1106
 TR1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1106!SPC WA N     -   1.00000293  x   0.99994416  =   0.99994709
 TR1106!UTM  10      -   1.00000293  x   0.99962438  =   0.99962731
 TR1106
 TR1106:                Primary Azimuth Mark                     Grid Az
 TR1106:SPC WA N     -  BRIDGE                                   017 45 40.4
 TR1106:UTM  10      -  BRIDGE                                   016 08 50.3
 TR1106
 TR1106|---------------------------------------------------------------------|
 TR1106| PID    Reference Object                     Distance      Geod. Az  |
 TR1106|                                                           dddmmss.s |
 TR1106| TR1107 BRIDGE                              APPROX. 1.2 KM 0163540.9 |
 TR1106| TR1069 STANWOOD SAWMILL WATER TANK         APPROX. 2.7 KM 0651644.5 |
 TR1106| CF7735 CUT RM 1                             32.632 METERS 08222     |
 TR1106| TR1108 STANWOOD S PASS ENT DAY MARKER      APPROX. 2.3 KM 1804957.9 |
 TR1106| CF7736 CUT RM 2                             31.934 METERS 26729     |
 TR1106|---------------------------------------------------------------------|
 TR1106
 TR1106                          SUPERSEDED SURVEY CONTROL
 TR1106
 TR1106  NAD 83(1986)-  48 13 47.38848(N)    122 24 00.50905(W) AD(       ) 3
 TR1106  NAD 27      -  48 13 48.03000(N)    122 23 55.94900(W) AD(       ) 3
 TR1106
 TR1106.Superseded values are not recommended for survey control.
 TR1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1106.See file dsdata.txt to determine how the superseded data were derived.
 TR1106
 TR1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4454842019(NAD 83)
 TR1106_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1106
 TR1106  HISTORY     - Date     Condition        Report By
 TR1106  HISTORY     - 1924     MONUMENTED       CGS
 TR1106  HISTORY     - 1955     SEE DESCRIPTION  USGS
 TR1106  HISTORY     - 1957     SEE DESCRIPTION  LOCENG
 TR1106  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1106
 TR1106                          STATION DESCRIPTION
 TR1106
 TR1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 TR1106'STATION IS ON THE N SHORE OF PORT SUSAN, AND IS ABOUT 175 METERS W
 TR1106'OF THE MOUTH OF WHAT IS KNOWN AS DAVIS SLOUGH.  THE SLOUGH RUNS DRY
 TR1106'AT LOW WATER.  THE STATION MARK IS ABOUT 20 METERS INSIDE OF THE
 TR1106'HIGH-WATER MARK, AND IS ABOUT 70 METERS E OF THE MOST EASTERLY OF
 TR1106'A GROUP OF SUMMER COTTAGES, AND IS ABOUT 8 METERS S OF THE FENCE
 TR1106'AROUND A CULTIVATED FIELD.  THE STATION MARK IS SE OF A BLUFF
 TR1106'ABOUT 50 FEET HIGH.
 TR1106'
 TR1106'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1106'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 TR1106'
 TR1106'REFERENCE MARK NO.1 IS ABOUT 1 METER S OF THE FENCE LINE, AND IS
 TR1106'E OF THE STATION.
 TR1106'
 TR1106'REFERENCE MARK NO.2 IS ABOUT 12 METERS S OF THE FENCE LINE, AND IS
 TR1106'W OF THE STATION MARK.
 TR1106
 TR1106                          STATION RECOVERY (1955)
 TR1106
 TR1106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 TR1106'STATION IS OUT OF POSITION AND LYING ON ITS SIDE.  APPARENTLY HAS
 TR1106'BEEN MOVED DURING DIKE BUILDING.
 TR1106'
 TR1106'REFERENCE MARKS WERE NOT FOUND.
 TR1106
 TR1106                          STATION RECOVERY (1957)
 TR1106
 TR1106'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 TR1106'CONCRETE POST IN WHICH IS IMBEDDED THE BRASS DISK MARKED CUT HAS
 TR1106'BEEN KICKED OUT OF POSITION AND IS LEANING OVER.  REFERENCE MARK
 TR1106'1 IS IN GOOD SHAPE AND APPARENTLY NOT CHANGED.  REFERENCE MARK 2
 TR1106'WAS SEARCHED FOR BUT NOT FOUND.
 TR1106'
 TR1106'THE FENCE IS GONE.  A DUCK HUNTERS CLUB SHACK IS ABOUT 80 FT. W
 TR1106'OF THE STATION.  THE DESCRIPTION IS ADEQUATE.
 TR1106
 TR1106                          STATION RECOVERY (1960)
 TR1106
 TR1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1106'REFERENCE MARK 1 WAS RECOVERED.  EXTENSIVE PROBING AND DIGGING
 TR1106'REVEALED THAT THE STATION WAS TILTED WITHIN THE BASE OF A DIKE
 TR1106'RAISED IN THIS AREA.  REFERENCE MARK 2 WAS THOROUGHLY SEARCHED FOR
 TR1106'BUT WAS NOT FOUND.
 TR1106'
 TR1106'THE REFERENCE MARK IS A STANDARD REFERENCE DISK STAMPED CUT 1 1924
 TR1106'SET IN TOP OF A CONCRETE POST WHICH IS 3.4 FEET SOUTH OF A LONE 5
 TR1106'FOOT FENCE POST AND 12 FEET NORTH OF THE CENTER OF THE OLD DIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1387 ***********************************************************************
 SX1387  DESIGNATION -  CUT
 SX1387  PID         -  SX1387
 SX1387  STATE/COUNTY-  WA/KING
 SX1387  USGS QUAD   -  HOBART (1993)
 SX1387
 SX1387                         *CURRENT SURVEY CONTROL
 SX1387  ___________________________________________________________________
 SX1387* NAD 83(1991)-  47 26 49.62559(N)    121 58 04.62230(W)     ADJUSTED  
 SX1387* NAVD 88     -       385.     (meters)    1263.     (feet)  SCALED    
 SX1387  ___________________________________________________________________
 SX1387  LAPLACE CORR-          17.41  (seconds)                    DEFLEC99
 SX1387  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 SX1387
 SX1387  HORZ ORDER  -  SECOND
 SX1387
 SX1387.The horizontal coordinates were established by classical geodetic methods
 SX1387.and adjusted by the National Geodetic Survey in December 1991..
 SX1387
 SX1387.The orthometric height was scaled from a topographic map.
 SX1387
 SX1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1387
 SX1387.The geoid height was determined by GEOID03.
 SX1387
 SX1387;                    North         East     Units Scale Factor Converg.
 SX1387;SPC WA N     -    50,342.528   414,430.301   MT  1.00001028   -0 50 41.1
 SX1387;SPC WA N     -   165,165.44  1,359,676.75   sFT  1.00001028   -0 50 41.1
 SX1387;UTM  10      - 5,255,368.911   577,804.840   MT  0.99967439   +0 45 37.1
 SX1387
 SX1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1387!SPC WA N     -   0.99994314  x   1.00001028  =   0.99995342
 SX1387!UTM  10      -   0.99994314  x   0.99967439  =   0.99961755
 SX1387
 SX1387:                Primary Azimuth Mark                     Grid Az
 SX1387:SPC WA N     -  SELLECK MILL INCINERATOR                 139 23 02.6
 SX1387:UTM  10      -  SELLECK MILL INCINERATOR                 137 46 44.4
 SX1387
 SX1387|---------------------------------------------------------------------|
 SX1387| PID    Reference Object                     Distance      Geod. Az  |
 SX1387|                                                           dddmmss.s |
 SX1387| SX1331 SELLECK MILL INCINERATOR            APPROX.11.0 KM 1383221.5 |
 SX1387| SX1333 SELLECK MILL TALLEST STACK          APPROX.11.0 KM 1385036.7 |
 SX1387| SX1396 LANDSBERG SILVER TANK               APPROX. 7.9 KM 1765917.2 |
 SX1387| SX1347 RED ROOF TANK SPIKE                 APPROX. 8.2 KM 1813608.7 |
 SX1387| SX1393 HOBART SCH GREEN ROOF FLAGPOLE      APPROX. 3.6 KM 1855639.0 |
 SX1387| SX1402 HOBART TANK                         APPROX. 2.2 KM 1945425.9 |
 SX1387| SX1388 HOBART RED ROOFED HOUSE SW GAB      APPROX. 4.4 KM 2124121.2 |
 SX1387| SY1881 TAHOMA HIGH SCHOOL FLAGPOLE         APPROX. 5.6 KM 2192243.6 |
 SX1387| SY1872 FRANCIS                             APPROX. 4.1 KM 2534927.2 |
 SX1387| CF4267 CUT RM                                4.773 METERS 32935     |
 SX1387| SX1404 SNAG ON KNOLL W OF STA TIGER        APPROX. 6.1 KM 3373652.7 |
 SX1387|---------------------------------------------------------------------|
 SX1387
 SX1387                          SUPERSEDED SURVEY CONTROL
 SX1387
 SX1387  NAD 83(1986)-  47 26 49.61633(N)    121 58 04.63083(W) AD(       ) 2
 SX1387  NAD 27      -  47 26 50.26000(N)    121 58 00.21600(W) AD(       ) 2
 SX1387
 SX1387.Superseded values are not recommended for survey control.
 SX1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1387.See file dsdata.txt to determine how the superseded data were derived.
 SX1387
 SX1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7780555369(NAD 83)
 SX1387
 SX1387  HISTORY     - Date     Condition        Report By
 SX1387  HISTORY     - 1937     MONUMENTED       WAGS
 SX1387  HISTORY     - 1975     SEE DESCRIPTION  WADNR
 SX1387
 SX1387                          STATION DESCRIPTION
 SX1387
 SX1387'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1387'THIS STATION IS LOCATED ABOUT 2 MILES N OF HOBART, FROM THE POST
 SX1387'OFFICE IN HOBART GO N 1.5 MILES TURN RIGHT (E) AND GO 1.6
 SX1387'MILES.  FROM THIS POINT THE STATION IS ABOUT 0.75 MILE SE ON THE W
 SX1387'SIDE OF THE CUT.
 SX1387'
 SX1387'TO REACH THE STATION FROM THE ROAD GO E ABOUT 50 FEET TO OLD
 SX1387'RAILROAD THEN S ALONG RAILROAD, ABOUT 100 YARDS.  TAKE LEFT FORK OF
 SX1387'THE OLD RAILROAD GRADE, FOLLOW RAILROAD GRADE FOR ABOUT 3/4 MILE
 SX1387'AND IN THE CUT ITSELF.  TURN RIGHT AND UPHILL TO THE TOP OF THE
 SX1387'HILL.
 SX1387
 SX1387                          STATION RECOVERY (1975)
 SX1387
 SX1387'RECOVERY NOTE BY WA DEPT OF NAT RES 1975 (DAW)
 SX1387'AERIAL CUT 1937 EXCELLENT
 SX1387'
 SX1387'AERIAL CUT 1937 EXCELLENT
 SX1387'
 SX1387'USED WEST TIGER 1937 AS.  BACKSIGHT, VISION TO THE WEST IS FAIR
 SX1387'DUE TO TIMBER.  VISION SOUTH AND EAST IS IMPOSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1636 ***********************************************************************
 RZ1636  DESIGNATION -  CUT
 RZ1636  PID         -  RZ1636
 RZ1636  STATE/COUNTY-  WA/ASOTIN
 RZ1636  USGS QUAD   -  FIELDS SPRING (1995)
 RZ1636
 RZ1636                         *CURRENT SURVEY CONTROL
 RZ1636  ___________________________________________________________________
 RZ1636* NAD 83(1991)-  46 02 42.64742(N)    117 14 23.99075(W)     ADJUSTED  
 RZ1636* NAVD 88     -       597.0    (meters)    1959.     (feet)  VERTCON   
 RZ1636  ___________________________________________________________________
 RZ1636  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 RZ1636  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 RZ1636
 RZ1636  HORZ ORDER  -  SECOND
 RZ1636
 RZ1636.The horizontal coordinates were established by classical geodetic methods
 RZ1636.and adjusted by the National Geodetic Survey in December 1991..
 RZ1636
 RZ1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1636
 RZ1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1636
 RZ1636.The geoid height was determined by GEOID03.
 RZ1636
 RZ1636;                    North         East     Units Scale Factor Converg.
 RZ1636;SPC WA S     -    84,335.061   752,242.691   MT  0.99995870   +2 22 05.0
 RZ1636;SPC WA S     -   276,689.28  2,467,982.90   sFT  0.99995870   +2 22 05.0
 RZ1636;SPC OR N     -   269,406.736 2,752,259.449   MT  1.00001180   +2 18 43.0
 RZ1636;SPC OR N     -   883,880.37  9,029,722.60   iFT  1.00001180   +2 18 43.0
 RZ1636;UTM  11      - 5,099,095.298   481,431.577   MT  0.99960424   -0 10 22.0
 RZ1636
 RZ1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1636!SPC WA S     -   0.99990916  x   0.99995870  =   0.99986787
 RZ1636!SPC OR N     -   0.99990916  x   1.00001180  =   0.99992096
 RZ1636!UTM  11      -   0.99990916  x   0.99960424  =   0.99951344
 RZ1636
 RZ1636|---------------------------------------------------------------------|
 RZ1636| PID    Reference Object                     Distance      Geod. Az  |
 RZ1636|                                                           dddmmss.s |
 RZ1636| CF4745 CUT RM 1                              6.549 METERS 07255     |
 RZ1636| RZ1048 GRANDE RONDE                        APPROX. 1.1 KM 2475734.8 |
 RZ1636| CF4746 CUT RM 2                              4.035 METERS 33011     |
 RZ1636|---------------------------------------------------------------------|
 RZ1636
 RZ1636                          SUPERSEDED SURVEY CONTROL
 RZ1636
 RZ1636  NAD 83(1991)-  46 02 42.64742(N)    117 14 23.99075(W) AD(       ) 2
 RZ1636  NAD 83(1986)-  46 02 42.65275(N)    117 14 23.98746(W) AD(       ) 2
 RZ1636  NAD 27      -  46 02 43.10975(N)    117 14 20.40736(W) AD(       ) 2
 RZ1636  NGVD 29 (07/19/86)  595.9    (m)         1955.     (f) VERT ANG       
 RZ1636
 RZ1636.Superseded values are not recommended for survey control.
 RZ1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1636.See file dsdata.txt to determine how the superseded data were derived.
 RZ1636
 RZ1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML8143299095(NAD 83)
 RZ1636_MARKER: DS = TRIANGULATION STATION DISK
 RZ1636_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1636
 RZ1636  HISTORY     - Date     Condition        Report By
 RZ1636  HISTORY     - 1946     MONUMENTED       CGS
 RZ1636  HISTORY     - 1983     GOOD             USPSQD
 RZ1636
 RZ1636                          STATION DESCRIPTION
 RZ1636
 RZ1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RZ1636'THE STATION IS LOCATED ABOUT 8-1/2 MILES AIRLINE SOUTH SOUTHWEST
 RZ1636'OF ANATONE, ABOUT 1 MILE NORTH OF THE GRANDE RONDE RIVER, ON THE
 RZ1636'SOUTH SIDE OF A CUT ON A HAIRPIN TURN OF STATE HIGHWAY 3, ON WHAT
 RZ1636'IS KNOWN AS RATTLESNAKE GRADE.
 RZ1636'
 RZ1636'THE MARK IS A STANDARD BRONZE DISK SET IN OUTCROP ON A SHARP
 RZ1636'POINT OF RIDGE 6.5 METERS SOUTH OF EDGE OF CUT.  STAMPED CUT 1946.
 RZ1636'
 RZ1636'TO REACH FROM ANATONE GO SOUTH ON STATE HIGHWAY 3 TOWARDS TROY
 RZ1636'FOR 11.7 MILES TO HAIRPIN TURN AND STATION ON SHARP POINT SOUTH
 RZ1636'OF CUT.  ALSO REACHED FROM THE GRANDE RONDE RIVER BRIDGE AT THE
 RZ1636'FOOT OF THE RATTLESNAKE GRADE BY GOING UP GRADE ON STATE HIGHWAY
 RZ1636'3 FOR 2.4 MILES TO HAIRPIN TURN AND STATION.
 RZ1636'
 RZ1636'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 RZ1636'OUTCROP PROJECTING ABOUT 3 FEET, 2-1/2 FEET LOWER THAN THE
 RZ1636'STATION.  STAMPED CUT NO 1 1946.
 RZ1636'
 RZ1636'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 RZ1636'OUTCROP PROJECTING ABOUT 3-1/2 FEET, AND ABOUT 3 FEET LOWER THAN
 RZ1636'THE STATION.  STAMPED CUT NO 2 1946.
 RZ1636'
 RZ1636'STATION GRANDE RONDE WILL SERVE AS AZIMUTH.
 RZ1636'
 RZ1636'PICTURE POINT IS THE EDGE OF CUT AT THE HIGHEST POINT, SOUTH OF
 RZ1636'THE ROAD.
 RZ1636
 RZ1636                          STATION RECOVERY (1983)
 RZ1636
 RZ1636'RECOVERY NOTE BY US POWER SQUADRON 1983 (LM)
 RZ1636'CUT 1946 RECOVERED GOOD.
 RZ1636'
 RZ1636'STATION AND RM 2 RECOVERED AS DESCRIBED.
 RZ1636'
 RZ1636'UNABLE TO FIND RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0405 ***********************************************************************
 SX0405  DESIGNATION -  CUT 2
 SX0405  PID         -  SX0405
 SX0405  STATE/COUNTY-  WA/KITTITAS
 SX0405  USGS QUAD   -  CLE ELUM (1984)
 SX0405
 SX0405                         *CURRENT SURVEY CONTROL
 SX0405  ___________________________________________________________________
 SX0405* NAD 83(1991)-  47 10 50.37461(N)    120 59 19.66304(W)     ADJUSTED  
 SX0405* NAVD 88     -       633.23   (+/-2cm)    2077.5    (feet)  VERTCON   
 SX0405  ___________________________________________________________________
 SX0405  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 SX0405  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 SX0405
 SX0405  HORZ ORDER  -  THIRD
 SX0405  VERT ORDER  -  THIRD ? (See Below)
 SX0405
 SX0405.The horizontal coordinates were established by classical geodetic methods
 SX0405.and adjusted by the National Geodetic Survey in December 1991..
 SX0405.No horizontal observational check was made to the station.
 SX0405
 SX0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0405.The vertical order pertains to the NGVD 29 superseded value.
 SX0405
 SX0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0405
 SX0405.The geoid height was determined by GEOID03.
 SX0405
 SX0405;                    North         East     Units Scale Factor Converg.
 SX0405;SPC WA S     -   205,451.439   462,951.080   MT  0.99996865   -0 21 18.2
 SX0405;SPC WA S     -   674,051.93  1,518,865.33   sFT  0.99996865   -0 21 18.2
 SX0405;UTM  10      - 5,227,202.621   652,384.497   MT  0.99988539   +1 28 31.8
 SX0405
 SX0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0405!SPC WA S     -   0.99990377  x   0.99996865  =   0.99987242
 SX0405!UTM  10      -   0.99990377  x   0.99988539  =   0.99978917
 SX0405
 SX0405|---------------------------------------------------------------------|
 SX0405| PID    Reference Object                     Distance      Geod. Az  |
 SX0405|                                                           dddmmss.s |
 SX0405| SX0406 CUT 2 RM 3                            5.117 METERS 09237     |
 SX0405| SX0407 CUT 2 RM 4                                         20515     |
 SX0405| SX0404 CUT                                  21.809 METERS 30537     |
 SX0405|---------------------------------------------------------------------|
 SX0405
 SX0405                          SUPERSEDED SURVEY CONTROL
 SX0405
 SX0405  NAD 83(1986)-  47 10 50.37933(N)    120 59 19.65206(W) AD(       ) 3
 SX0405  NAD 27      -  47 10 50.94793(N)    120 59 15.35689(W) AD(       ) 3
 SX0405  NGVD 29 (07/19/86)  632.07   (m)         2073.7    (f) LEVELING    3  
 SX0405
 SX0405.Superseded values are not recommended for survey control.
 SX0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0405.See file dsdata.txt to determine how the superseded data were derived.
 SX0405
 SX0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5238427203(NAD 83)
 SX0405_MARKER: DS = TRIANGULATION STATION DISK
 SX0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0405_SP_SET: SUMMIT
 SX0405_STAMPING: CUT 2 1973
 SX0405_MARK LOGO: NGS   
 SX0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0405
 SX0405  HISTORY     - Date     Condition        Report By
 SX0405  HISTORY     - 1973     MONUMENTED       NGS
 SX0405  HISTORY     - 1973     GOOD             NGS
 SX0405  HISTORY     - 1982     GOOD             NGS
 SX0405
 SX0405                          STATION DESCRIPTION
 SX0405
 SX0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SX0405'CUT 2 WAS ESTABLISHED TO REPLACE CUT 1958, WHICH WAS DESTROYED WHEN
 SX0405'THE TOP OF THE HILL WAS LEVELED IN PREPARATION FOR WIDENING AND
 SX0405'RE-SLOPING THE RAILROAD CUT.  (WORK WAS IN PROGRESS WHEN STATION
 SX0405'WAS MOVED).
 SX0405'
 SX0405'THE STATION IS ABOUT 2 MILES WEST OF CLE ELUM, ABOUT 1/4 MILE
 SX0405'SOUTH OF INTERSTATE HIGHWAY 90, ON THE SOUTH BANK OF A DEEP
 SX0405'CUT THROUGH A HILL, FOR THE NORTHERN PACIFIC RAILROAD TRACK.
 SX0405'STATION IS ON THE HIGHEST POINT ON THE SOUTHEASTERN EDGE OF THE
 SX0405'SUMMIT.  CUT IS 100 FEET DEEP OR DEEPER.
 SX0405'
 SX0405'THE STATION MARK, STAMPED CUT 2 1973, IS A STANDARD DISK SET IN A
 SX0405'ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS ON A 30X50-FOOT
 SX0405'FLAT SUMMIT, ABOUT 50 YARDS SOUTH OF AND AT LEAST 100 FEET
 SX0405'HIGHER THAN THE RAILROAD TRACK, 25 FEET WEST OF THE EAST EDGE
 SX0405'AND 6 FEET SOUTH OF THE NORTH EDGE OF THE SUMMIT.  AND 4 FEET
 SX0405'NORTH OF A METAL WITNESS POST.
 SX0405'
 SX0405'REFERENCE MARK NO. 3, STAMPED CUT 2 NO 3 1973, IS A STANDARD DISK
 SX0405'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 9
 SX0405'FEET WEST OF THE EAST EDGE OF THE SUMMIT AND 8 FEET NORTH OF THE
 SX0405'SOUTH EDGE.
 SX0405'
 SX0405'REFERENCE MARK NO. 4, STAMPED CUT 2 NO 4 1973, IS A STANDARD DISK
 SX0405'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 20 FEET
 SX0405'SOUTH OF THE NORTH EDGE OF THE SUMMIT, 4 FEET NORTHEAST OF THE
 SX0405'SOUTHWEST EDGE AND 13 FEET SOUTHWEST OF THE METAL WITNESS POST.
 SX0405'
 SX0405'THE AZIMUTH MARK (R.M. 5), IS A STANDARD REFERENCE MARK DISK SET
 SX0405'IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 0.6 MILE
 SX0405'WEST OF RAILROAD MILEPOST 26, 100 YARDS EAST OF SIGNALS NO 267 AND
 SX0405'268, (THESE SIGNALS ARE AT THE WEST END OF THE DOUBLE TRACK).
 SX0405'25 YARDS WEST OF THE POINT WHERE THE ROAD ALONG THE NORTH SIDE OF
 SX0405'THE RAILROAD LEAVES THE RAILROAD GRADE, 27.7 FEET NORTH OF THE
 SX0405'NORTH RAIL, 8 FEET SOUTHWEST OF A LONE, 6-INCH FIR TREE, 3 FEET
 SX0405'LOWER THAN THE TRACKS AND 1 FOOT WEST OF A METAL WITNESS POST.
 SX0405'
 SX0405'REACHED FROM THE INTERSECTION OF W FIRST ST. AND THE RAILROAD
 SX0405'TRACKS AT THE WEST EDGE OF THE BUSINESS DISTRICT IN CLE ELUM BY
 SX0405'GOING WEST ON WEST FIRST STREET FOR 0.1 MILE TO A Y, KEEP LEFT
 SX0405'AND GO 0.3 MILE, TURN RIGHT AND FOLLOW.  THE BULLDOZED ROAD ALONG
 SX0405'THE SOUTH SIDE OF THE RAILROAD TRACK FOR 1.15 MILE TO THE AZIMUTH
 SX0405'MARK ON THE RIGHT, ON NORTH SIDE OF TRACKS, CONTINUE WEST ALONG
 SX0405'THE RAILROAD FOR 0.5 MILE, KEEP LEFT, LEAVING RAILROAD AND GO 0.7
 SX0405'MILE, KEEP RIGHT FORK, LEAVING A DYKE, AND GO 0.05 MILE TO A
 SX0405'REVERSE Y, TURN SHARP RIGHT AND FOLLOW ROAD UPHILL FOR 0.4 MILE TO
 SX0405'THE SUMMIT AND THE STATION.
 SX0405'
 SX0405'NEAREST TOWN--CLE ELUM.
 SX0405
 SX0405                          STATION RECOVERY (1973)
 SX0405
 SX0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SX0405'2.9 MI W FROM CLE ELUM.
 SX0405'REACHED FROM THE INTERSECTION OF W FIRST ST. AND THE RAILROAD TRACKS
 SX0405'AT THE WEST EDGE OF THE BUSINESS DISTRICT IN CLE ELUM BY GOING WEST ON
 SX0405'WEST FIRST STREET FOR 0.1 MILE TO A Y, KEEP LEFT AND GO 0.3 MILE, TURN
 SX0405'RIGHT AND FOLLOW BULLDOZED ROAD ALONG THE SOUTH SIDE OF THE RAILROAD
 SX0405'TRACK FOR 1.65 MILES, KEEP LEFT LEAVING THE RAILROAD GRADE, AND GO 0.7
 SX0405'MILE, KEEP RIGHT FORK, LEAVING A DYKE, AND GO 0.05 MILE TO A REVERSE
 SX0405'Y, TURN SHARP RIGHT AND FOLLOW ROAD UPHILL FOR 0.4 MILE TO THE SUMMIT
 SX0405'AND THE MARK ON THE HIGHEST POINT, ON THE SOUTHEASTERN SIDE OF THE
 SX0405'SUMMIT.  MARK IS ON A FLAT 30X50-FOOT SUMMIT, ABOUT 50 YARDS SOUTH OF
 SX0405'AND 100 FEET HIGHER THAN THE RAILROAD TRACK, 25 FEET WEST OF THE EAST
 SX0405'EDGE AND 6 FEET SOUTH OF THE NORTH EDGE OF THE SUMMIT. AND 4 FEET
 SX0405'NORTH OF A METAL WITNESS POST.
 SX0405
 SX0405                          STATION RECOVERY (1982)
 SX0405
 SX0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0293 ***********************************************************************
 SW0293  DESIGNATION -  CUT 2
 SW0293  PID         -  SW0293
 SW0293  STATE/COUNTY-  WA/ADAMS
 SW0293  USGS QUAD   -  SCHRAG (1982)
 SW0293
 SW0293                         *CURRENT SURVEY CONTROL
 SW0293  ___________________________________________________________________
 SW0293* NAD 83(1991)-  47 05 09.90728(N)    118 51 20.09503(W)     ADJUSTED  
 SW0293* NAVD 88     -       441.01   (+/-2cm)    1446.9    (feet)  VERTCON   
 SW0293  ___________________________________________________________________
 SW0293  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 SW0293  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 SW0293
 SW0293  HORZ ORDER  -  THIRD
 SW0293  VERT ORDER  -  THIRD ? (See Below)
 SW0293
 SW0293.The horizontal coordinates were established by classical geodetic methods
 SW0293.and adjusted by the National Geodetic Survey in December 1991..
 SW0293.No horizontal observational check was made to the station.
 SW0293
 SW0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0293.The vertical order pertains to the NGVD 29 superseded value.
 SW0293
 SW0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0293
 SW0293.The geoid height was determined by GEOID03.
 SW0293
 SW0293;                    North         East     Units Scale Factor Converg.
 SW0293;SPC WA S     -   196,124.411   624,851.898   MT  0.99995282   +1 11 40.2
 SW0293;SPC WA S     -   643,451.51  2,050,034.94   sFT  0.99995282   +1 11 40.2
 SW0293;UTM  11      - 5,216,401.133   359,156.819   MT  0.99984380   -1 21 33.2
 SW0293
 SW0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0293!SPC WA S     -   0.99993409  x   0.99995282  =   0.99988691
 SW0293!UTM  11      -   0.99993409  x   0.99984380  =   0.99977790
 SW0293
 SW0293:                Primary Azimuth Mark                     Grid Az
 SW0293:SPC WA S     -  POWER 2                                  076 37 37.7
 SW0293:UTM  11      -  POWER 2                                  079 10 51.1
 SW0293
 SW0293|---------------------------------------------------------------------|
 SW0293| PID    Reference Object                     Distance      Geod. Az  |
 SW0293|                                                           dddmmss.s |
 SW0293| SW0287 POWER 2                             APPROX. 0.9 KM 0774917.9 |
 SW0293| SW0294 CUT 2 RM 3                            7.663 METERS 10251     |
 SW0293| SW0295 CUT 2 RM 4                            7.784 METERS 26208     |
 SW0293| SW0291 CUT                                  27.152 METERS 35511     |
 SW0293|---------------------------------------------------------------------|
 SW0293
 SW0293                          SUPERSEDED SURVEY CONTROL
 SW0293
 SW0293  NAD 83(1986)-  47 05 09.91798(N)    118 51 20.08543(W) AD(       ) 3
 SW0293  NAD 27      -  47 05 10.39088(N)    118 51 16.09904(W) AD(       ) 3
 SW0293  NGVD 29 (07/19/86)  439.88   (m)         1443.2    (f) LEVELING    3  
 SW0293
 SW0293.Superseded values are not recommended for survey control.
 SW0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0293.See file dsdata.txt to determine how the superseded data were derived.
 SW0293
 SW0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN5915716401(NAD 83)
 SW0293_MARKER: DS = TRIANGULATION STATION DISK
 SW0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0293_SP_SET: CONCRETE POST
 SW0293_STAMPING: CUT 2 1970
 SW0293_MARK LOGO: CGS   
 SW0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0293+STABILITY: SURFACE MOTION
 SW0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW0293+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1990
 SW0293
 SW0293  HISTORY     - Date     Condition        Report By
 SW0293  HISTORY     - 1970     MONUMENTED       NGS
 SW0293  HISTORY     - 1970     GOOD             CGS
 SW0293  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SW0293  HISTORY     - 1983     GOOD             NGS
 SW0293  HISTORY     - 19900116 GOOD             NGS
 SW0293
 SW0293                          STATION DESCRIPTION
 SW0293
 SW0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SW0293'THIS STATION WAS ESTABLISHED TO REPLACE CUT 1957, WHICH WAS IN THE
 SW0293'WAY OF FREEWAY CONSTRUCTION.
 SW0293'
 SW0293'THE STATION IS ABOUT 21 MILES EAST OF MOSES LAKE, 10 MILES SOUTH
 SW0293'AND 2 MILES EAST OF BATUM, 6 MILES EAST OF THE ADAMS-GRANT COUNTY
 SW0293'LINE, 1.0 MILE NORTH OF SCHRAG, AND 0.1 MILE SOUTH OF AND ABOUT 9
 SW0293'FEET LOWER THAN THE SUMMIT OF A HILL.
 SW0293'
 SW0293'THE STATION MARK, STAMPED CUT 2 1970, IS A STANDARD DISK SET IN A
 SW0293'ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS ABOUT 500 FEET
 SW0293'WEST OF THE NORTHEAST CORNER OF SECTION 1, T 18 N, R 32 E, ON A LOW
 SW0293'RISE, 3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY LINE OF INTERSTATE
 SW0293'HIGHWAY 90 AND 3 FEET WEST OF A METAL WITNESS POST.
 SW0293'
 SW0293'REFERENCE MARK NO. 3, STAMPED CUT 2 NO 3 1970, IS A STANDARD DISK
 SW0293'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SW0293'APPROXIMATELY ON THE SOUTH RIGHT-OF-WAY LINE OF THE FREEWAY.
 SW0293'
 SW0293'REFERENCE MARK NO. 4, STAMPED CUT 2 NO 4 1970, IS A STANDARD DISK
 SW0293'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ON THE
 SW0293'APPROXIMATE SOUTH-RIGHT-OF-WAY LINE OF THE FREEWAY.
 SW0293'
 SW0293'TRIANGULATION STATION POWER 2, WHICH IS ABOUT 0.6 MILE EAST, WILL
 SW0293'SERVE AS THE AZIMUTH MARK.
 SW0293'
 SW0293'DIRECTIONS TO REACH THE STATION SHOULD BE WRITTEN AFTER THE
 SW0293'FREEWAY IS CONSTRUCTED, BUT THE STATION SHOULD BE EASILY FOUND.  IT
 SW0293'WILL BE ABOUT 6 MILES EAST OF THE COUNTY LINE, 1/2 MILE WEST OF A
 SW0293'REST AREA AND ABOUT 0.1 MILE WEST OF THE INTERSECTION OF TWO POWER
 SW0293'LINES.
 SW0293'
 SW0293'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SW0293
 SW0293                          STATION RECOVERY (1970)
 SW0293
 SW0293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 SW0293'18.75 MI E FROM MOSES LAKE.
 SW0293'THE MARK IS 6 MILES EAST OF THE ADAMS-GRANT COUNTY LINE, 1.0 MILE
 SW0293'NORTH OF SCHRAG, 0.95 MILE EAST OF BENCH MARK F 356, ON THE SOUTHERN
 SW0293'SLOPE OF A HILL, ABOUT 0.1 MILE SOUTH OF AND 10 FEET LOWER THAN THE
 SW0293'SUMMIT, 0.1 MILE WEST OF THE INTERSECTION OF A NORTH-SOUTH AND
 SW0293'EAST-WEST POWER LINE, ABOUT 500 FEET WEST OF THE NORTHEAST CORNER OF
 SW0293'SECTION 1, T 18 N, R 32 E, ON A LOW RISE, 3 FEET NORTH OF THE SOUTH
 SW0293'RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 90 AND 3 FEET WEST OF A METAL
 SW0293'WITNESS POST.  REST AREAS ARE PLANNED FOR BOTH THE NORTH AND SOUTH
 SW0293'SIDES OF THE FREEWAY ABOUT 1/2 MILE EAST OF THIS MARK.
 SW0293
 SW0293                          STATION RECOVERY (1976)
 SW0293
 SW0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SW0293'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AS
 SW0293'DESCRIBED IN 1970.  THE FOLLOWING DIRECTIONS TO REACH SHOULD BE
 SW0293'ADDED TO THE 1970 DESCRIPTION--
 SW0293'
 SW0293'TO REACH FROM THE POINT WHERE STATE HIGHWAY 17 PASSES OVER INTERSTATE
 SW0293'HIGHWAY 90 AT THE SOUTHEASTERN EDGE OF MOSES LAKE, GO EAST ON
 SW0293'INTERSTATE HIGHWAY 90 FOR 18.5 MILES TO THE ENTRANCE ROAD INTO A
 SW0293'REST AREA AND HIGHWAY MILEPOST 198, LEAVE THE HIGHWAY AND DOUBLE
 SW0293'BACK WEST ALONG THE SOUTH RIGHT-OF-WAY FENCE FOR 0.15 MILE TO THE
 SW0293'STATION, ABOUT 25 FEET HIGHER THAN THE FREEWAY, 12 YARDS SOUTHEAST
 SW0293'OF THE HIGHEST PART OF THE HILL AND 4 FEET NORTH OF THE SOUTH
 SW0293'RIGHT-OF-WAY FENCE.
 SW0293'
 SW0293'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 21 MILES EAST OF
 SW0293'MOSES LAKE.
 SW0293
 SW0293                          STATION RECOVERY (1983)
 SW0293
 SW0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SW0293'31.50 KM (18.6 MI) EAST ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 SW0293'WITH STATE HIGHWAY 17 AT THE EAST EDGE OF MOSES LAKE TO THE EXIT FOR
 SW0293'THE REST AREA AND MILE POST 198 THENCE RIGHT BACK WEST ALONG THE
 SW0293'RIGHT OF WAY FENCE FOR 0. 0.24 M (0.15 MI) TO THE STATION 1.2 M (4
 SW0293'FT) NORTH OF THE RIGHT OF WAY FENCE.
 SW0293
 SW0293                          STATION RECOVERY (1990)
 SW0293
 SW0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SW0293'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI) EAST OF MOSES LAKE,
 SW0293'37.0 KM (23.0 MI) WEST OF RITZVILLE, 32.2 KM (20.0 MI)
 SW0293'SOUTH-SOUTHWEST OF ODESSA, 0.64 KM (0.40 MI) WEST OF THE REST AREA ON
 SW0293'THE EAST BOUND LANES OF INTERSTTE HIGHWAY 90, IN SECTION1, T18N, R32E
 SW0293'AND ON HIGHWAY RIGHT-OF-WAY.
 SW0293'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE ROUTE 17
 SW0293'AT THE EAST EDGE OF MOSED LAKE, GO EAST ON INTERSTATE HIGHWAY 90 FOR
 SW0293'29.77 KM (18.50 MI) TO THE EXIT RAMP FOR THE REST AREA.  TURN RIGHT
 SW0293'LEAVING THE INTERSTATE AND THEN RIGHT AGAIN AND GO WEST ALONG THE
 SW0293'RIGHT-OF-WAY FENCE FOR 0.24 KM (0.15 MI) TO THE STATION.
 SW0293'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 SW0293'10 CM (4 INCHES) ABOVE THE GROUND SURFACE.  IT IS 7.784 M
 SW0293'(25.538 FT) EAST OF CUT 2 RM 4, 7.663 M (25.141 FT) WEST OF CUT 2 RM
 SW0293'3, 0.9 M (3.0 FT) NORTH OF THE RIGHT-OF-WAY FENCE AND 0.9 M (3.0 FT)
 SW0293'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0827 ***********************************************************************
 SY0827  DESIGNATION -  CUT RM 1 USE
 SY0827  PID         -  SY0827
 SY0827  STATE/COUNTY-  WA/KITSAP
 SY0827  USGS QUAD   -  BELFAIR (1994)
 SY0827
 SY0827                         *CURRENT SURVEY CONTROL
 SY0827  ___________________________________________________________________
 SY0827* NAD 83(1986)-  47 29 09.     (N)    122 46 42.     (W)     SCALED    
 SY0827* NAVD 88     -       133.567  (meters)     438.21   (feet)  POSTED    
 SY0827  ___________________________________________________________________
 SY0827  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 SY0827  DYNAMIC HT  -         133.590 (meters)     438.29  (feet)  COMP
 SY0827  MODELED GRAV-     980,806.8   (mgal)                       NAVD 88
 SY0827
 SY0827  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0827
 SY0827.The horizontal coordinates were scaled from a topographic map and have
 SY0827.an estimated accuracy of +/- 6 seconds.
 SY0827
 SY0827.The orthometric height was determined by differential leveling
 SY0827.and adjusted by the National Geodetic Survey in 1992..
 SY0827.No vertical observational check was made to the station.
 SY0827.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0827.was located on a no-check spur therefore a value was not computed.
 SY0827
 SY0827.The geoid height was determined by GEOID03.
 SY0827
 SY0827.The dynamic height is computed by dividing the NAVD 88
 SY0827.geopotential number by the normal gravity value computed on the
 SY0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0827.degrees latitude (g = 980.6199 gals.).
 SY0827
 SY0827.The modeled gravity was interpolated from observed gravity values.
 SY0827
 SY0827;                    North         East    Units  Estimated Accuracy
 SY0827;SPC WA N     -    55,870.      353,430.      MT  (+/- 180 meters Scaled)
 SY0827
 SY0827                          SUPERSEDED SURVEY CONTROL
 SY0827
 SY0827  NGVD 29 (??/??/??)  132.501  (m)          434.71   (f) ADJUSTED    1 2
 SY0827
 SY0827.Superseded values are not recommended for survey control.
 SY0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0827.See file dsdata.txt to determine how the superseded data were derived.
 SY0827
 SY0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET166591(NAD 83)
 SY0827_MARKER: DR = REFERENCE MARK DISK
 SY0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0827_STAMPING: CUT 1942 R M 1
 SY0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0827+STABILITY: SURFACE MOTION
 SY0827
 SY0827  HISTORY     - Date     Condition        Report By
 SY0827  HISTORY     - 1942     MONUMENTED       DOD
 SY0827  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 SY0827
 SY0827                          STATION DESCRIPTION
 SY0827
 SY0827'DESCRIBED BY US DEPARTMENT OF DEFENSE 1942
 SY0827'3.6 MI NE FROM BELFAIR.
 SY0827'IN KITSAP COUNTY, 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE
 SY0827'POST OFFICE AT BELFAIR, MASON COUNTY, ON THE NORTHEAST RIM OF A DEEP
 SY0827'CANYON, AT THE TOP OF A PROMINENT CUT, 60 FEET SOUTH OF TRIANGULATION
 SY0827'STATION CUT (U.S.E.), AT THE TOP OF A LONG EARTH RIDGE ABOUT 3 FEET
 SY0827'HIGH, 90 FEET SOUTHWEST OF TELEPHONE POLE 138, 71 FEET SOUTHEAST OF
 SY0827'THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTHEAST OF A FENCE, AND ABOUT
 SY0827'25 FEET HIGHER THAN THE HIGHWAY.  A CORPS OF ENGINEERS, U.S. ARMY,
 SY0827'STANDARD REFERENCE-MARK DISK, STAMPED CUT 1942 R M 1 AND SET IN THE
 SY0827'TOP OF A CONCRETE POST.
 SY0827
 SY0827                          STATION RECOVERY (1996)
 SY0827
 SY0827'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0826 ***********************************************************************
 SY0826  DESIGNATION -  CUT USE
 SY0826  PID         -  SY0826
 SY0826  STATE/COUNTY-  WA/KITSAP
 SY0826  USGS QUAD   -  BELFAIR (1994)
 SY0826
 SY0826                         *CURRENT SURVEY CONTROL
 SY0826  ___________________________________________________________________
 SY0826* NAD 83(1986)-  47 29 09.     (N)    122 46 40.     (W)     SCALED    
 SY0826* NAVD 88     -       132.465  (meters)     434.60   (feet)  POSTED    
 SY0826  ___________________________________________________________________
 SY0826  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 SY0826  DYNAMIC HT  -         132.490 (meters)     434.68  (feet)  COMP
 SY0826  MODELED GRAV-     980,806.5   (mgal)                       NAVD 88
 SY0826
 SY0826  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0826
 SY0826.The horizontal coordinates were scaled from a topographic map and have
 SY0826.an estimated accuracy of +/- 6 seconds.
 SY0826
 SY0826.The orthometric height was determined by differential leveling
 SY0826.and adjusted by the National Geodetic Survey in 1992..
 SY0826.No vertical observational check was made to the station.
 SY0826.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0826.was located on a no-check spur therefore a value was not computed.
 SY0826
 SY0826.The geoid height was determined by GEOID03.
 SY0826
 SY0826.The dynamic height is computed by dividing the NAVD 88
 SY0826.geopotential number by the normal gravity value computed on the
 SY0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0826.degrees latitude (g = 980.6199 gals.).
 SY0826
 SY0826.The modeled gravity was interpolated from observed gravity values.
 SY0826
 SY0826;                    North         East    Units  Estimated Accuracy
 SY0826;SPC WA N     -    55,870.      353,470.      MT  (+/- 180 meters Scaled)
 SY0826
 SY0826                          SUPERSEDED SURVEY CONTROL
 SY0826
 SY0826  NGVD 29 (??/??/??)  131.398  (m)          431.09   (f) ADJUSTED    1 2
 SY0826
 SY0826.Superseded values are not recommended for survey control.
 SY0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0826.See file dsdata.txt to determine how the superseded data were derived.
 SY0826
 SY0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET167591(NAD 83)
 SY0826_MARKER: DD = SURVEY DISK
 SY0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0826_STAMPING: CUT 1942
 SY0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0826+STABILITY: SURFACE MOTION
 SY0826
 SY0826  HISTORY     - Date     Condition        Report By
 SY0826  HISTORY     - 1942     MONUMENTED       DOD
 SY0826  HISTORY     - 1987     GOOD             USPSQD
 SY0826  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 SY0826
 SY0826                          STATION DESCRIPTION
 SY0826
 SY0826'DESCRIBED BY US DEPARTMENT OF DEFENSE 1942
 SY0826'3.6 MI NE FROM BELFAIR.
 SY0826'IN KITSAP COUNTY, 3.6 MILKES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE
 SY0826'POST OFFICE AT BELFAIR, MASON COUNTY, AT THE TOP OF A PROMINENT CUT,
 SY0826'ON THE NORTHEAST RIM OF A DEEP CANYON, 51 FEET SOUTHEAST OF THE
 SY0826'CENTERLINE OF THE HIGHWAY, 32.6 FEET SOUTHWEST OF TELEPHONE POLE 138,
 SY0826'0.5 FOOT NORTHWEST OF A FENCE, AND 1.8 FEET SOUTHWEST OF A WHITE
 SY0826'WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 SY0826'TRIANGULATION-STATION DISK, STAMPED CUT 1942 AND SET IN THE TOP OF A
 SY0826'CONCRETE POST FLUSH WITH THE GROUND.
 SY0826
 SY0826                          STATION RECOVERY (1987)
 SY0826
 SY0826'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0826'RECOVERED IN GOOD CONDITION.
 SY0826
 SY0826                          STATION RECOVERY (1996)
 SY0826
 SY0826'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2409 ***********************************************************************
 SC2409  DESIGNATION -  CUT USE 1939
 SC2409  PID         -  SC2409
 SC2409  STATE/COUNTY-  WA/PACIFIC
 SC2409  USGS QUAD   -  SOUTH BEND (1994)
 SC2409
 SC2409                         *CURRENT SURVEY CONTROL
 SC2409  ___________________________________________________________________
 SC2409* NAD 83(1991)-  46 40 45.61408(N)    123 46 18.85017(W)     ADJUSTED  
 SC2409* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SC2409  ___________________________________________________________________
 SC2409  LAPLACE CORR-          12.18  (seconds)                    DEFLEC99
 SC2409  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SC2409
 SC2409  HORZ ORDER  -  THIRD
 SC2409
 SC2409.The horizontal coordinates were established by classical geodetic methods
 SC2409.and adjusted by the National Geodetic Survey in December 1991..
 SC2409
 SC2409.The orthometric height was scaled from a topographic map.
 SC2409
 SC2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2409
 SC2409.The geoid height was determined by GEOID03.
 SC2409
 SC2409;                    North         East     Units Scale Factor Converg.
 SC2409;SPC WA S     -   154,799.338   249,760.090   MT  0.99991595   -2 22 36.1
 SC2409;SPC WA S     -   507,870.83    819,421.23   sFT  0.99991595   -2 22 36.1
 SC2409;UTM  10      - 5,169,820.342   440,965.571   MT  0.99964284   -0 33 41.7
 SC2409
 SC2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2409!SPC WA S     -   1.00000245  x   0.99991595  =   0.99991840
 SC2409!UTM  10      -   1.00000245  x   0.99964284  =   0.99964529
 SC2409
 SC2409:                Primary Azimuth Mark                     Grid Az
 SC2409:SPC WA S     -  BUCK                                     204 55 23.8
 SC2409:UTM  10      -  BUCK                                     203 06 29.4
 SC2409
 SC2409|---------------------------------------------------------------------|
 SC2409| PID    Reference Object                     Distance      Geod. Az  |
 SC2409|                                                           dddmmss.s |
 SC2409| SC2398 BUCK                                APPROX. 2.0 KM 2023247.7 |
 SC2409| SC2420 VANE                                APPROX. 0.9 KM 2265610.0 |
 SC2409|---------------------------------------------------------------------|
 SC2409
 SC2409                          SUPERSEDED SURVEY CONTROL
 SC2409
 SC2409  NAD 83(1991)-  46 40 45.61264(N)    123 46 18.85089(W) AD(       ) 3
 SC2409  NAD 83(1986)-  46 40 45.61375(N)    123 46 18.83742(W) AD(       ) 3
 SC2409  NAD 27      -  46 40 46.25550(N)    123 46 14.25134(W) AD(       ) 3
 SC2409
 SC2409.Superseded values are not recommended for survey control.
 SC2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2409.See file dsdata.txt to determine how the superseded data were derived.
 SC2409
 SC2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4096669820(NAD 83)
 SC2409
 SC2409  HISTORY     - Date     Condition        Report By
 SC2409  HISTORY     - 1939     MONUMENTED       USE
 SC2409  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2409  HISTORY     - 1973     SEE DESCRIPTION  WA-049
 SC2409  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SC2409
 SC2409                          STATION DESCRIPTION
 SC2409
 SC2409'DESCRIBED BY US ENGINEERS 1939 (WMS)
 SC2409'STATION IS ON N BANK OF WILLAPA RIVER, 0.8 MILE W OF PORT OF
 SC2409'WILLAPA HARBOR, IN RAYMOND, AND 17 METERS N OF THE RIVER BANK.  IT IS
 SC2409'OPPOSITE THE MIDDLE OF THE NEW CUT-OFF CHANNEL AND ON THE POINT OF
 SC2409'THE HIGH BANK IN THIS VICINITY.
 SC2409'
 SC2409'STATION MARK IS A BRASS PIN IN 1 1/2-INCH IRON PIPE SET IN 1 1/2-FOOT
 SC2409'SQUARE CONCRETE MONUMENT.
 SC2409'
 SC2409'REACHED FROM THE N END OF THE RIVERDALE BRIDGE AT RAYMOND AS
 SC2409'FOLLOWS--GO W ON ROAD ALONG RIVER 2.1 MILES, TURN LEFT, GO 0.1 MILE
 SC2409'TO HOUSE AND END OF TRUCK TRAVEL, THEN TO POINT AND STATION.
 SC2409
 SC2409                          STATION RECOVERY (1953)
 SC2409
 SC2409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2409'RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 SC2409'
 SC2409'ON THE N BANK OF THE WILLAPA RIVER ABOUT 2 MI., AIRLINE, SW OF THE N
 SC2409'END OF THE U.S. HIGHWAY 101 BRIDGE ACROSS THE NORTH FORK OF THE
 SC2409'WILLAPA RIVER, AND N OF THE MIDDLE OF THE CUTOFF CHANNEL, ABOUT 24
 SC2409'M. N OF THE MEAN HIGH-WATERLINE AND ABOUT 32 M. SW OF THE SW CORNER
 SC2409'OF A GREEN-PAINTED CONCRETE BLOCK HOUSE.  A BRASS PIN SET IN THE
 SC2409'TOP OF A 1-1/2-IN. IRON PIPE WHICH IS SET IN A 1-1/2-FT. SQUARE
 SC2409'CONCRETE POST.  THE PIPE PROJECTS 2 IN. ABOVE THE POST.
 SC2409'
 SC2409'NO REFERENCE MARKS WERE SET.
 SC2409'
 SC2409'REACHED FROM THE N END OF THE U.S. HIGHWAY 101 BRIDGE ACROSS THE
 SC2409'NORTH FORK OF THE WILLAPA RIVER BY PROCEEDING W ALONG WASHINGTON
 SC2409'STATE HIGHWAY 13A FOR 2.2 MI. TO A DRIVEWAY LEADING LEFT AND SW TO
 SC2409'A GREEN-PAINTED CONCRETE BLOCK HOUSE.  FOLLOW THE DRIVE TO THE HOUSE
 SC2409'AND LEAVE THE TRUCK.  THE STATION IS SW OF THE HOUSE.
 SC2409
 SC2409                          STATION RECOVERY (1973)
 SC2409
 SC2409'RECOVERY NOTE BY PACIFIC COUNTY WASHINGTON 1973 (CAM)
 SC2409'IRON PIPE WITH BRASS PIN PIN BENT
 SC2409'
 SC2409'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SC2409
 SC2409                          STATION RECOVERY (1974)
 SC2409
 SC2409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SC2409'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  NO OTHER MARKS
 SC2409'HAVE EVER BEEN ESTABLISHED FOR THIS STATION.
 SC2409'
 SC2409'THE STATION IS ON THE NORTH BANK OF THE WILLAPA RIVER, BETWEEN
 SC2409'RAYMOND AND SOUTH BEND, IN THE SOUTHWEST QUARTER OF SECTION 23, T
 SC2409'14 N, R 9 W. AND ABOUT 105 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 SC2409'OF MR. LOUIS DOKTERS HOUSE.
 SC2409'
 SC2409'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND STATE
 SC2409'HIGHWAY 105, WHICH IS AT THE NORTH END OF THE BRIDGE OVER THE NORTH
 SC2409'FORK OF THE WILLAPA RIVER, IN THE NORTHEASTERN PART OF RAYMOND, GO
 SC2409'WEST ON STATE HIGHWAY 105 (PARK AVENUE) FOR 2.1 MILES, TURN LEFT AND
 SC2409'FOLLOW MR. DOKTERS DRIVEWAY SOUTHERLY 0.1 MILE TO HIS GREEN,
 SC2409'CONCRETE BLOCK HOUSE.  WALK SOUTH AND WEST ABOUT 65 YARDS TO THE
 SC2409'SOUTHWEST CORNER OF THE YARD AND THE MARK.
 SC2409'
 SC2409'THE STATION IS MARKED BY A BRASS PIN IN A 1-INCH DIAMETER, GALVANIZED
 SC2409'PIPE WHICH PROJECTS 0.4 FOOT AND IS SURROUNDED BY A 1.3-FOOT
 SC2409'DIAMETER, IRREGULAR MASS OF CONCRETE WITH THE LETTERS USED N 24
 SC2409'ETCHED IN THE CONCRETE.
 SC2409'
 SC2409'THE MARK IS ABOUT 105 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 SC2409'MR. DOKTERS HOUSE, 44 FEET WEST-SOUTHWEST OF A FENCE CORNERPOST, 32
 SC2409'FEET WEST OF THE NORTH-SOUTH FENCELINE, 20 FEET NORTH OF THE RIVER
 SC2409'BANK, AND 4 FEET EAST OF A STEEP DECLINE.
 SC2409'
 SC2409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES SOUTHWEST
 SC2409'OF RAYMOND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2524 ***********************************************************************
 SC2524  DESIGNATION -  CUTOFF CHAN BCN 4
 SC2524  PID         -  SC2524
 SC2524  STATE/COUNTY-  WA/PACIFIC
 SC2524  USGS QUAD   -  BAY CENTER (1994)
 SC2524
 SC2524                         *CURRENT SURVEY CONTROL
 SC2524  ___________________________________________________________________
 SC2524* NAD 83(1991)-  46 40 51.96395(N)    123 56 10.27238(W)     ADJUSTED  
 SC2524* NAVD 88     -                                                        
 SC2524  ___________________________________________________________________
 SC2524  LAPLACE CORR-          17.13  (seconds)                    DEFLEC99
 SC2524  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 SC2524
 SC2524  HORZ ORDER  -  THIRD
 SC2524
 SC2524.The horizontal coordinates were established by classical geodetic methods
 SC2524.and adjusted by the National Geodetic Survey in December 1991..
 SC2524
 SC2524
 SC2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2524
 SC2524.The geoid height was determined by GEOID03.
 SC2524
 SC2524;                    North         East     Units Scale Factor Converg.
 SC2524;SPC WA S     -   155,529.488   237,211.712   MT  0.99991600   -2 29 45.7
 SC2524;SPC WA S     -   510,266.33    778,252.09   sFT  0.99991600   -2 29 45.7
 SC2524;UTM  10      - 5,170,152.602   428,403.672   MT  0.99966301   -0 40 52.1
 SC2524
 SC2524                          SUPERSEDED SURVEY CONTROL
 SC2524
 SC2524  NAD 83(1991)-  46 40 51.96222(N)    123 56 10.27214(W) AD(       ) 4
 SC2524  NAD 83(1986)-  46 40 51.96210(N)    123 56 10.25903(W) AD(       ) 4
 SC2524  NAD 27      -  46 40 52.62000(N)    123 56 05.66000(W) AD(       ) 3
 SC2524
 SC2524.Superseded values are not recommended for survey control.
 SC2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2524.See file dsdata.txt to determine how the superseded data were derived.
 SC2524
 SC2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2840470153(NAD 83)
 SC2524
 SC2524  HISTORY     - Date     Condition        Report By
 SC2524  HISTORY     - UNK      MONUMENTED
 SC2524  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2524
 SC2524                          STATION DESCRIPTION
 SC2524
 SC2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2524'NONE RECOVERED.  THIS CHANNEL HAS SILTED UP AND IS NO LONGER
 SC2524'MARKED BY DAYBEACONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2393 ***********************************************************************
 SC2393  DESIGNATION -  CUTOFF D USE 1939
 SC2393  PID         -  SC2393
 SC2393  STATE/COUNTY-  WA/PACIFIC
 SC2393  USGS QUAD   -  SOUTH BEND (1994)
 SC2393
 SC2393                         *CURRENT SURVEY CONTROL
 SC2393  ___________________________________________________________________
 SC2393* NAD 83(1991)-  46 40 09.05934(N)    123 47 56.10767(W)     ADJUSTED  
 SC2393* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC2393  ___________________________________________________________________
 SC2393  LAPLACE CORR-          14.13  (seconds)                    DEFLEC99
 SC2393  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 SC2393
 SC2393  HORZ ORDER  -  THIRD
 SC2393
 SC2393.The horizontal coordinates were established by classical geodetic methods
 SC2393.and adjusted by the National Geodetic Survey in December 1991..
 SC2393
 SC2393.The orthometric height was scaled from a topographic map.
 SC2393
 SC2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2393
 SC2393.The geoid height was determined by GEOID03.
 SC2393
 SC2393;                    North         East     Units Scale Factor Converg.
 SC2393;SPC WA S     -   153,757.709   247,647.877   MT  0.99991567   -2 23 46.8
 SC2393;SPC WA S     -   504,453.42    812,491.41   sFT  0.99991567   -2 23 46.8
 SC2393;UTM  10      - 5,168,712.632   438,887.976   MT  0.99964590   -0 34 52.2
 SC2393
 SC2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2393!SPC WA S     -   1.00000341  x   0.99991567  =   0.99991908
 SC2393!UTM  10      -   1.00000341  x   0.99964590  =   0.99964931
 SC2393
 SC2393                          SUPERSEDED SURVEY CONTROL
 SC2393
 SC2393  NAD 83(1991)-  46 40 09.05782(N)    123 47 56.10831(W) AD(       ) 3
 SC2393  NAD 83(1986)-  46 40 09.05869(N)    123 47 56.09472(W) AD(       ) 3
 SC2393  NAD 27      -  46 40 09.70210(N)    123 47 51.50692(W) AD(       ) 3
 SC2393
 SC2393.Superseded values are not recommended for survey control.
 SC2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2393.See file dsdata.txt to determine how the superseded data were derived.
 SC2393
 SC2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3888868713(NAD 83)
 SC2393
 SC2393  HISTORY     - Date     Condition        Report By
 SC2393  HISTORY     - 1939     MONUMENTED       USE
 SC2393  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2393
 SC2393                          STATION DESCRIPTION
 SC2393
 SC2393'DESCRIBED BY US ENGINEERS 1939 (WMS)
 SC2393'STATION IS ON N BANK OF WILLAPA RIVER, ABOUT 1/2 MILE N OF SOUTH
 SC2393'BEND, ON THE RIDGE OF A SMALL DIKE RUNNING AROUND THE EDGE OF THE
 SC2393'MARSHLAND, 16-1/2 METERS FROM THE CUT BANK OF THE RIVER.
 SC2393'
 SC2393'STATION MARK IS A BRASS PLUG SET IN A CONCRETE BLOCK 1 FOOT
 SC2393'SQUARE.
 SC2393'
 SC2393'STATION NOT OCCUPIED.
 SC2393'
 SC2393'REACHED BY BOAT.
 SC2393'
 SC2393'THIS IS AN INTERSECTION STATION.
 SC2393
 SC2393                          STATION RECOVERY (1953)
 SC2393
 SC2393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2393'NOT RECOVERED.  A THOROUGH SEARCH OF THE AREA FAILED TO REVEAL ANY
 SC2393'TRACE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0474 ***********************************************************************
 TQ0474  DESIGNATION -  CUTTHROAT ET
 TQ0474  PID         -  TQ0474
 TQ0474  STATE/COUNTY-  WA/OKANOGAN
 TQ0474  USGS QUAD   -  WASHINGTON PASS (1963)
 TQ0474
 TQ0474                         *CURRENT SURVEY CONTROL
 TQ0474  ___________________________________________________________________
 TQ0474* NAD 83(1991)-  48 31 59.35048(N)    120 40 16.77136(W)     ADJUSTED  
 TQ0474* NAVD 88     -      2149.0    (meters)    7051.     (feet)  VERTCON   
 TQ0474  ___________________________________________________________________
 TQ0474  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 TQ0474  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 TQ0474
 TQ0474  HORZ ORDER  -  SECOND
 TQ0474
 TQ0474.The horizontal coordinates were established by classical geodetic methods
 TQ0474.and adjusted by the National Geodetic Survey in December 1991..
 TQ0474
 TQ0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0474
 TQ0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0474
 TQ0474.The geoid height was determined by GEOID03.
 TQ0474
 TQ0474;                    North         East     Units Scale Factor Converg.
 TQ0474;SPC WA N     -   170,475.767   511,964.422   MT  0.99996851   +0 07 14.2
 TQ0474;SPC WA N     -   559,302.58  1,679,669.94   sFT  0.99996851   +0 07 14.2
 TQ0474;UTM  10      - 5,378,179.125   671,905.526   MT  0.99996308   +1 44 43.4
 TQ0474
 TQ0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0474!SPC WA N     -   0.99966596  x   0.99996851  =   0.99963448
 TQ0474!UTM  10      -   0.99966596  x   0.99996308  =   0.99962905
 TQ0474
 TQ0474|---------------------------------------------------------------------|
 TQ0474| PID    Reference Object                     Distance      Geod. Az  |
 TQ0474|                                                           dddmmss.s |
 TQ0474| CF1310 CUTTHROAT ET RM 2                                  06111     |
 TQ0474| CF1309 CUTTHROAT ET RM 1                                  25503     |
 TQ0474|---------------------------------------------------------------------|
 TQ0474
 TQ0474                          SUPERSEDED SURVEY CONTROL
 TQ0474
 TQ0474  NAD 83(1986)-  48 31 59.35191(N)    120 40 16.76559(W) AD(       ) 2
 TQ0474  NAD 27      -  48 31 59.86037(N)    120 40 12.38984(W) AD(       ) 2
 TQ0474  NGVD 29 (07/19/86) 2147.6    (m)         7046.     (f) VERT ANG       
 TQ0474
 TQ0474.Superseded values are not recommended for survey control.
 TQ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0474.See file dsdata.txt to determine how the superseded data were derived.
 TQ0474
 TQ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU7190678179(NAD 83)
 TQ0474_MARKER: DD = SURVEY DISK
 TQ0474_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0474
 TQ0474  HISTORY     - Date     Condition        Report By
 TQ0474  HISTORY     - 1962     MONUMENTED       USGS
 TQ0474
 TQ0474                          STATION DESCRIPTION
 TQ0474
 TQ0474'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (EMH)
 TQ0474'LOCATED ABOUT 13 MI. SW. OF MAZAMA.  ABOUT 4 MI. SW. OF SILVER STAR
 TQ0474'MOUNTAIN.  ABOUT 0.5 MI. S. OF CUTTHROAT LAKE.  ON A RIDGE EXTENDING
 TQ0474'IN AN E-W. DIRECTION.
 TQ0474'
 TQ0474'REACHED BY HELICOPTER.
 TQ0474'
 TQ0474'STATION MAY BE REACHED FROM MAZAMA POST OFFICE AS FOLLOWS--DRIVE
 TQ0474'SW. ACROSS THE METHOW RIVER BRIDGE FOR ABOUT 0.5 MI. TO T-RD.  TURN
 TQ0474'RIGHT (NW.) AND CONTINUE ABOUT 1.5 MI. TO EARLY WINTERS CREEK.
 TQ0474'TAKE FOOT TRAIL LEFT (W.) UP THE CREEK FOR ABOUT 11 MI. TO
 TQ0474'CUTTHROAT CREEK.  CONTINUE RIGHT SW. UP CUTTHROAT CREEK ABOUT
 TQ0474'3 MI. TO CUTTHROAT LAKE.  CONTINUE S. TO TOP OF RIDGE AND
 TQ0474'STATION.  ESTIMATED PACK TIME ABOUT 7 HOURS.
 TQ0474'
 TQ0474'STATION MARK--STANDARD TABLET STAMPED CUTTHROAT ET 1962 SET IN SOLID
 TQ0474'ROCK.
 TQ0474'
 TQ0474'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED NO 1
 TQ0474'1962 SET IN SOLID ROCK.
 TQ0474'
 TQ0474'REFERENCE MARK NO. 2--A CHISELED CROSS IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2986 ***********************************************************************
 SY2986  DESIGNATION -  CUTTS
 SY2986  PID         -  SY2986
 SY2986  STATE/COUNTY-  WA/PIERCE
 SY2986  USGS QUAD   -  FOX ISLAND (1994)
 SY2986
 SY2986                         *CURRENT SURVEY CONTROL
 SY2986  ___________________________________________________________________
 SY2986* NAD 83(1991)-  47 19 12.53949(N)    122 41 17.24193(W)     ADJUSTED  
 SY2986* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY2986  ___________________________________________________________________
 SY2986  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 SY2986  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 SY2986
 SY2986  HORZ ORDER  -  SECOND
 SY2986
 SY2986.The horizontal coordinates were established by classical geodetic methods
 SY2986.and adjusted by the National Geodetic Survey in December 1991..
 SY2986
 SY2986.The orthometric height was scaled from a topographic map.
 SY2986
 SY2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2986
 SY2986.The geoid height was determined by GEOID03.
 SY2986
 SY2986;                    North         East     Units Scale Factor Converg.
 SY2986;SPC WA S     -   223,138.648   334,598.542   MT  0.99999701   -1 35 22.0
 SY2986;SPC WA S     -   732,080.71  1,097,762.05   sFT  0.99999701   -1 35 22.0
 SY2986;SPC WA N     -    37,285.040   359,785.188   MT  1.00003840   -1 22 51.3
 SY2986;SPC WA N     -   122,326.00  1,180,395.24   sFT  1.00003840   -1 22 51.3
 SY2986;UTM  10      - 5,240,789.359   523,568.634   MT  0.99960683   +0 13 45.4
 SY2986
 SY2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2986!SPC WA S     -   1.00000337  x   0.99999701  =   1.00000038
 SY2986!SPC WA N     -   1.00000337  x   1.00003840  =   1.00004177
 SY2986!UTM  10      -   1.00000337  x   0.99960683  =   0.99961020
 SY2986
 SY2986|---------------------------------------------------------------------|
 SY2986| PID    Reference Object                     Distance      Geod. Az  |
 SY2986|                                                           dddmmss.s |
 SY2986| CE3502 CUTTS RM                             22.580 METERS 05858     |
 SY2986|---------------------------------------------------------------------|
 SY2986
 SY2986                          SUPERSEDED SURVEY CONTROL
 SY2986
 SY2986  NAD 83(1986)-  47 19 12.53466(N)    122 41 17.25199(W) AD(       ) 2
 SY2986  NAD 27      -  47 19 13.18700(N)    122 41 12.77100(W) AD(       ) 2
 SY2986
 SY2986.Superseded values are not recommended for survey control.
 SY2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2986.See file dsdata.txt to determine how the superseded data were derived.
 SY2986
 SY2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2356940789(NAD 83)
 SY2986_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2986_SETTING: 80 = SET IN A BOULDER
 SY2986_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY2986
 SY2986  HISTORY     - Date     Condition        Report By
 SY2986  HISTORY     - 1935     MONUMENTED       CGS
 SY2986  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY2986  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY2986
 SY2986                          STATION DESCRIPTION
 SY2986
 SY2986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2986'STATION IS LOCATED IN CARR INLET, NEAR SOUTHERN EXTREMITY OF CUTTS
 SY2986'ISLAND.
 SY2986'
 SY2986'STATION IS MARKED, AS DESCRIBED IN NOTE 4, BY A STANDARD BRONZE
 SY2986'DISK IN ROUNDED, GRANITE BOULDER, WELL-EMBEDDED IN THE GRAVEL BEACH
 SY2986'AND PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  STATION IS ABOUT
 SY2986'2 FEET BELOW THE HIGH-WATER LEVEL AND ABOUT 5 METERS FROM THE
 SY2986'BARE, HIGH BLUFF, WHICH RISES ALMOST VERTICALLY TO TOP OF ISLAND.
 SY2986'THE BLUFF IS SUBJECT TO SLIDES.  THERE ARE MANY LARGE BOULDERS
 SY2986'ALONG THE BEACH.
 SY2986'
 SY2986'REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 12C, BY A STANDARD
 SY2986'BRONZE DISK IN SIMILAR GRANITE BOULDER, AT ABOUT SAME LEVEL.
 SY2986
 SY2986                          STATION RECOVERY (1952)
 SY2986
 SY2986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY2986'STATION ORIGINALLY IN LARGE GRANITE ROCK.  THIS ROCK HAS BROKEN
 SY2986'INTO SMALLER FRAGMENTS, ONE OF WHICH CONTAINS THE STATION AND WEIGHS
 SY2986'ONLY A FEW POUNDS.  IT IS ONLY A MATTER OF TIME BEFORE BEING LOST
 SY2986'PERMANENTLY.
 SY2986
 SY2986                          STATION RECOVERY (1965)
 SY2986
 SY2986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY2986'THE RM HAS BEEN DESTROYED, AND DISK SENT IN TO SEATTLE OFFICE,
 SY2986'C AND GS.  SINCE STATION MARK WAS PREVIOUSLY REPORTED DESTROYED,
 SY2986'STATION IS NOW LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2312 ***********************************************************************
 SA2312  DESIGNATION -  CUTUP
 SA2312  PID         -  SA2312
 SA2312  STATE/COUNTY-  WA/BENTON
 SA2312  USGS QUAD   -  WOODED ISLAND (1992)
 SA2312
 SA2312                         *CURRENT SURVEY CONTROL
 SA2312  ___________________________________________________________________
 SA2312* NAD 83(1991)-  46 25 12.21009(N)    119 16 14.73823(W)     ADJUSTED  
 SA2312* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 SA2312  ___________________________________________________________________
 SA2312  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 SA2312  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SA2312
 SA2312  HORZ ORDER  -  SECOND
 SA2312
 SA2312.The horizontal coordinates were established by classical geodetic methods
 SA2312.and adjusted by the National Geodetic Survey in December 1991..
 SA2312
 SA2312.The orthometric height was scaled from a topographic map.
 SA2312
 SA2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2312
 SA2312.The geoid height was determined by GEOID03.
 SA2312
 SA2312;                    North         East     Units Scale Factor Converg.
 SA2312;SPC WA S     -   121,525.195   594,486.299   MT  0.99991873   +0 53 34.5
 SA2312;SPC WA S     -   398,703.91  1,950,410.47   sFT  0.99991873   +0 53 34.5
 SA2312;UTM  11      - 5,143,226.076   325,507.260   MT  0.99997428   -1 38 43.4
 SA2312
 SA2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2312!SPC WA S     -   0.99998647  x   0.99991873  =   0.99990520
 SA2312!UTM  11      -   0.99998647  x   0.99997428  =   0.99996075
 SA2312
 SA2312:                Primary Azimuth Mark                     Grid Az
 SA2312:SPC WA S     -  GORSE                                    356 43 27.3
 SA2312:UTM  11      -  GORSE                                    359 15 45.2
 SA2312
 SA2312|---------------------------------------------------------------------|
 SA2312| PID    Reference Object                     Distance      Geod. Az  |
 SA2312|                                                           dddmmss.s |
 SA2312| SA2313 GORSE                               APPROX. 1.5 KM 3573701.8 |
 SA2312|---------------------------------------------------------------------|
 SA2312
 SA2312                          SUPERSEDED SURVEY CONTROL
 SA2312
 SA2312  NAD 83(1991)-  46 25 12.21213(N)    119 16 14.73296(W) AD(       ) 2
 SA2312  NAD 83(1986)-  46 25 12.21902(N)    119 16 14.72903(W) AD(       ) 2
 SA2312  NAD 27      -  46 25 12.72800(N)    119 16 10.67000(W) AD(       ) 2
 SA2312
 SA2312.Superseded values are not recommended for survey control.
 SA2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2312.See file dsdata.txt to determine how the superseded data were derived.
 SA2312
 SA2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2550743226(NAD 83)
 SA2312_MARKER: Z = SEE DESCRIPTION
 SA2312_SETTING: 0 = UNSPECIFIED SETTING
 SA2312_STAMPING: CUTUP 1949
 SA2312_MARK LOGO: USE   
 SA2312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2312
 SA2312  HISTORY     - Date     Condition        Report By
 SA2312  HISTORY     - 1949     MONUMENTED       USE
 SA2312
 SA2312                          STATION DESCRIPTION
 SA2312
 SA2312'DESCRIBED BY US ENGINEERS 1949 (WRG)
 SA2312'BEGIN AT NORTH RICHLAND AND STEVENS DRIVE BARRICADE.  GO NORTH
 SA2312'0.5 MILES, PAST 300 AREA.  TURN RIGHT, GO NORTHEASTERLY 0.6 MILES
 SA2312'ON GRAVEL ROAD BEARING LEFT.  CROSS RAILROAD TRACK, PASS FENCED
 SA2312'BURNING AREA TO Y IN ROAD.  CONTINUE 0.5 MILES ON GRAVEL ROAD
 SA2312'BEARING LEFT TO Y.  TAKE TRACK ROAD TO RIGHT 0.15 MILES TO
 SA2312'TELEPHONE LINE.  CONTINUE ON TRACK ROAD 2.3 MILES.  LEAVE CAR,
 SA2312'GO ABOUT 25 FEET EAST TO STATION.
 SA2312'
 SA2312'STATION LOCATED ABOUT 100 FEET WEST FROM RIVERBANK.  ABOUT 25 FEET
 SA2312'EAST FROM TRACK ROAD.  ON KNOLE.  BRONZE DISC SET IN CONCRETE
 SA2312'MONUMENT, STAMPED CUTUP 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3510 ***********************************************************************
 SY3510  DESIGNATION -  CYPRESS
 SY3510  PID         -  SY3510
 SY3510  STATE/COUNTY-  WA/SNOHOMISH
 SY3510  USGS QUAD   -  EVERETT (1973)
 SY3510
 SY3510                         *CURRENT SURVEY CONTROL
 SY3510  ___________________________________________________________________
 SY3510* NAD 83(1991)-  47 54 54.48750(N)    122 12 38.05756(W)     ADJUSTED  
 SY3510* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 SY3510  ___________________________________________________________________
 SY3510  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 SY3510  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 SY3510
 SY3510  HORZ ORDER  -  THIRD
 SY3510
 SY3510.The horizontal coordinates were established by classical geodetic methods
 SY3510.and adjusted by the National Geodetic Survey in December 1991..
 SY3510
 SY3510.The orthometric height was scaled from a topographic map.
 SY3510
 SY3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3510
 SY3510.The geoid height was determined by GEOID03.
 SY3510
 SY3510;                    North         East     Units Scale Factor Converg.
 SY3510;SPC WA N     -   102,667.531   397,065.463   MT  0.99994849   -1 01 31.4
 SY3510;SPC WA N     -   336,835.06  1,302,705.61   sFT  0.99994849   -1 01 31.4
 SY3510;UTM  10      - 5,307,169.528   558,984.140   MT  0.99964275   +0 35 09.2
 SY3510
 SY3510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3510!SPC WA N     -   0.99997856  x   0.99994849  =   0.99992705
 SY3510!UTM  10      -   0.99997856  x   0.99964275  =   0.99962132
 SY3510
 SY3510|---------------------------------------------------------------------|
 SY3510| PID    Reference Object                     Distance      Geod. Az  |
 SY3510|                                                           dddmmss.s |
 SY3510| SY3504 CYPRESS 2                            24.079 METERS 03240     |
 SY3510| CF6497 CYPRESS RM 1                          6.773 METERS 16032     |
 SY3510| CF6496 CYPRESS AZ MK                                      2124019.5 |
 SY3510| CF6498 CYPRESS RM 2                          8.227 METERS 28127     |
 SY3510|---------------------------------------------------------------------|
 SY3510
 SY3510                          SUPERSEDED SURVEY CONTROL
 SY3510
 SY3510  NAD 83(1986)-  47 54 54.48310(N)    122 12 38.05804(W) AD(       ) 3
 SY3510  NAD 27      -  47 54 55.13800(N)    122 12 33.58100(W) AD(       ) 3
 SY3510
 SY3510.Superseded values are not recommended for survey control.
 SY3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3510.See file dsdata.txt to determine how the superseded data were derived.
 SY3510
 SY3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5898407170(NAD 83)
 SY3510_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3510
 SY3510  HISTORY     - Date     Condition        Report By
 SY3510  HISTORY     - 1955     MONUMENTED       CGS
 SY3510  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SY3510
 SY3510                          STATION DESCRIPTION
 SY3510
 SY3510'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY3510'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF EVERETT AND ABOUT
 SY3510'1.5 MILES SOUTH OF PINEHURST ON THE ROAD RIGHT-OF-WAY, 66 FEET
 SY3510'WEST OF THE CENTER OF U.S. 99 BYPASS, 64 FEET EAST OF THE CENTER
 SY3510'OF BROADWAY AVE., 30 FEET EAST OF A POWERLINE POLE AND JUST ACROSS
 SY3510'THE ROAD FROM THE SOUTHEAST CORNER OF CYPRESS LAWN CEMETERY.  IT
 SY3510'IS STAMPED CYPRESS 1955 AND IS SET FLUSH.
 SY3510'
 SY3510'R.M. NO. 1 IS 44 FEET WEST OF THE CENTER OF U.S. 99 BYPASS.  IT
 SY3510'IS STAMPED CYPRESS NO 1 1955 AND IS SET FLUSH.
 SY3510'
 SY3510'R.M. NO. 2 IS 37 FEET EAST OF THE CENTER OF BROADWAY AVE. AND 2.5
 SY3510'FEET EAST OF A POWERLINE POLE.  IT IS STAMPED CYPRESS NO 2 1955
 SY3510'AND IS SET FLUSH.
 SY3510'
 SY3510'THE AZIMUTH MARK IS SET ON A HIGH BANK ABOUT 10 FEET HIGHER IN
 SY3510'ELEVATION THAN THE ROAD, 43 FEET SOUTHEAST OF THE CENTER OF U.S. 99
 SY3510'BYPASS AND 30 FEET NORTH OF A POWERLINE POLE.  IT IS STAMPED
 SY3510'CYPRESS 1955 AND IS SET FLUSH.
 SY3510'
 SY3510'TO REACH THE STATION FROM THE POST OFFICE IN PINEHURST, GO EAST
 SY3510'ON MADISON ST. FOR 0.2 MILE TO BROADWAY AVE.  TURN RIGHT AND GO
 SY3510'SOUTH ON BROADWAY AVE. FOR 1.05 MILE TO AN INTERSECTION.  CONTINUE
 SY3510'STRAIGHT AHEAD ON BROADWAY AVE., PASSING CYPRESS LAWN CEMETERY ON
 SY3510'THE RIGHT, FOR 0.5 MILE TO THE JUNCTION OF U.S. 99 BYPASS AND
 SY3510'BROADWAY AVE. AND THE STATION IN THE NORTH ANGLE OF THE JUNCTION
 SY3510'AS DESCRIBED.
 SY3510'
 SY3510'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH-SOUTHWEST ON
 SY3510'U.S. 99 BYPASS FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 SY3510
 SY3510                          STATION RECOVERY (1958)
 SY3510
 SY3510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EHK)
 SY3510'STATION MARK AND RMS 1 AND 2 WERE RECOVERED AS DESCRIBED.  ALL
 SY3510'THREE MARKS STAND IN THE WAY OF HIGHWAY WIDENING ON U.S. 99
 SY3510'BYPASS.  A NEW STATION, CYPRESS 2, AND TWO NEW RMS NOS. 3 AND 4,
 SY3510'WERE SET.  SEE DESCRIPTION FOR STATION CYPRESS 2.
 SY3510'
 SY3510'DISKS FOR STATION CYPRESS 1955 AND RMS 1 AND 2 WERE CHIPPED
 SY3510'OUT, AND THE HIGHWAY DEPT. WAS AUTHORIZED TO DESTROY OR PAVE OVER
 SY3510'THE CONCRETE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1970 ***********************************************************************
 TR1970  DESIGNATION -  CYPRESS
 TR1970  PID         -  TR1970
 TR1970  STATE/COUNTY-  WA/SKAGIT
 TR1970  USGS QUAD   -  CYPRESS ISLAND (1994)
 TR1970
 TR1970                         *CURRENT SURVEY CONTROL
 TR1970  ___________________________________________________________________
 TR1970* NAD 83(1991)-  48 34 12.16635(N)    122 40 46.31119(W)     ADJUSTED  
 TR1970* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 TR1970  ___________________________________________________________________
 TR1970  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 TR1970  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 TR1970
 TR1970  HORZ ORDER  -  SECOND
 TR1970
 TR1970.The horizontal coordinates were established by classical geodetic methods
 TR1970.and adjusted by the National Geodetic Survey in December 1991..
 TR1970
 TR1970.The orthometric height was scaled from a topographic map.
 TR1970
 TR1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1970
 TR1970.The geoid height was determined by GEOID03.
 TR1970
 TR1970;                    North         East     Units Scale Factor Converg.
 TR1970;SPC WA N     -   176,199.813   363,768.169   MT  0.99997339   -1 22 28.3
 TR1970;SPC WA N     -   578,082.22  1,193,462.73   sFT  0.99997339   -1 22 28.3
 TR1970;UTM  10      - 5,379,711.221   523,640.997   MT  0.99960687   +0 14 25.0
 TR1970
 TR1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1970!SPC WA N     -   0.99997222  x   0.99997339  =   0.99994561
 TR1970!UTM  10      -   0.99997222  x   0.99960687  =   0.99957910
 TR1970
 TR1970:                Primary Azimuth Mark                     Grid Az
 TR1970:SPC WA N     -  URBAN                                    021 50 42.5
 TR1970:UTM  10      -  URBAN                                    020 13 49.2
 TR1970
 TR1970|---------------------------------------------------------------------|
 TR1970| PID    Reference Object                     Distance      Geod. Az  |
 TR1970|                                                           dddmmss.s |
 TR1970| TR1949 URBAN                               APPROX. 4.7 KM 0202814.2 |
 TR1970| CF7738 CYPRESS RM 2                         10.814 METERS 22636     |
 TR1970| CF7737 CYPRESS RM 1                          5.682 METERS 28702     |
 TR1970|---------------------------------------------------------------------|
 TR1970
 TR1970                          SUPERSEDED SURVEY CONTROL
 TR1970
 TR1970  NAD 83(1986)-  48 34 12.16913(N)    122 40 46.31446(W) AD(       ) 2
 TR1970  NAD 27      -  48 34 12.78900(N)    122 40 41.69400(W) AD(       ) 2
 TR1970
 TR1970.Superseded values are not recommended for survey control.
 TR1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1970.See file dsdata.txt to determine how the superseded data were derived.
 TR1970
 TR1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2364179711(NAD 83)
 TR1970_MARKER: Z = SEE DESCRIPTION
 TR1970_SETTING: 0 = UNSPECIFIED SETTING
 TR1970
 TR1970  HISTORY     - Date     Condition        Report By
 TR1970  HISTORY     - 1939     MONUMENTED       CGS
 TR1970  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR1970  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR1970
 TR1970                          STATION DESCRIPTION
 TR1970
 TR1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CAE)
 TR1970'STATION IS ON THE HIGH CLIFF ABOUT 750 FEET IN HEIGHT, 0.6 MILE
 TR1970'NW OF THE BELLINGHAM CHANNEL LIGHT, ON THE E SIDE OF CYPRESS
 TR1970'ISLAND.  THE STATION IS 5.8 METERS W OF THE EDGE OF THE CLIFF, ON A
 TR1970'FLAT TABLE OF BEDROCK AND ABOUT 10 METERS ACROSS THE ROCK TO THE
 TR1970'WESTWARD BEING ABOUT 4 FEET HIGHER.  THE CLIFF APPEARS REDDISH
 TR1970'BROWN FROM THE BELLINGHAM CHANNEL.  THE STATION IS STAMPED CYPRESS
 TR1970'1939.
 TR1970'
 TR1970'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 TR1970'DRILL HOLES IN OUTCROPPING BEDROCK.
 TR1970'
 TR1970'REFERENCE MARK NO.1 IS W OF THE STATION, ON THE RIDGE OF ROCK
 TR1970'THAT IS ABOUT 4 FEET HIGHER THAN THE STATION, THE DISK BEING
 TR1970'STAMPED CYPRESS 1939 NO.1.
 TR1970'
 TR1970'REFERENCE MARK NO.2 IS SW OF THE STATION, ON THE RIDGE OF ROCK
 TR1970'AND ABOUT 6 FEET HIGHER THAN THE STATION, THE DISK BEING STAMPED
 TR1970'CYPRESS 1939 NO.2.
 TR1970'
 TR1970'STATION CAN BE REACHED BY LANDING IN THE BIGHT IN THE N END ON
 TR1970'DEEPWATER BAY AND FOLLOWING THE LOGGING ROAD WHICH SKIRTS THE BASE
 TR1970'OF THE CLIFF AND BEARS SW AND APPROACHES THE STATION FROM THE
 TR1970'WESTWARD.
 TR1970
 TR1970                          STATION RECOVERY (1942)
 TR1970
 TR1970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CP)
 TR1970'ON THE PROMINENT REDDISH BROWN CLIFF, 750 FEET HIGH, ON THE E SIDE
 TR1970'OF CYPRESS ISLAND, ABOUT 0.6 MILE NW OF THE BELLINGHAM CHANNEL
 TR1970'LIGHT.  ON A FLAT TABLE OF BEDROCK, 5.2 METERS BACK (W) FROM EDGE
 TR1970'OF CLIFF, AND DIRECTLY BACK (W) OF STATION IS A RIM ROCK FORMATION
 TR1970'ABOUT 4 FEET HIGHER THAN STATION.  STANDARD DISK SET IN BEDROCK
 TR1970'STAMPED CYPRESS 1939.
 TR1970'
 TR1970'STATION BEST REACHED BY LANDING IN SMALL BIGHT AT N END OF
 TR1970'DEEPWATER BAY, AND FOLLOWING LOGGING ROAD UNTIL ABOUT 200 FEET
 TR1970'BELOW STATION ELEVATION, THEN BEARING RIGHT ON DIM LOGGING ROAD
 TR1970'UNTIL JUST BELOW STATION.  ABOUT 100 METERS E TO STATION.
 TR1970
 TR1970                          STATION RECOVERY (1973)
 TR1970
 TR1970'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1970'STATION FOUND AS DESCRIBED, NEW V.A. ELEVATION 688.3 FROM W.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3504 ***********************************************************************
 SY3504  DESIGNATION -  CYPRESS 2
 SY3504  PID         -  SY3504
 SY3504  STATE/COUNTY-  WA/SNOHOMISH
 SY3504  USGS QUAD   -  EVERETT (1973)
 SY3504
 SY3504                         *CURRENT SURVEY CONTROL
 SY3504  ___________________________________________________________________
 SY3504* NAD 83(1991)-  47 54 55.14385(N)    122 12 37.43172(W)     ADJUSTED  
 SY3504* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 SY3504  ___________________________________________________________________
 SY3504  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 SY3504  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 SY3504
 SY3504  HORZ ORDER  -  THIRD
 SY3504
 SY3504.The horizontal coordinates were established by classical geodetic methods
 SY3504.and adjusted by the National Geodetic Survey in December 1991..
 SY3504.No horizontal observational check was made to the station.
 SY3504
 SY3504.The orthometric height was scaled from a topographic map.
 SY3504
 SY3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3504
 SY3504.The geoid height was determined by GEOID03.
 SY3504
 SY3504;                    North         East     Units Scale Factor Converg.
 SY3504;SPC WA N     -   102,687.566   397,078.818   MT  0.99994848   -1 01 30.9
 SY3504;SPC WA N     -   336,900.79  1,302,749.42   sFT  0.99994848   -1 01 30.9
 SY3504;UTM  10      - 5,307,189.924   558,996.922   MT  0.99964277   +0 35 09.7
 SY3504
 SY3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3504!SPC WA N     -   0.99997856  x   0.99994848  =   0.99992704
 SY3504!UTM  10      -   0.99997856  x   0.99964277  =   0.99962134
 SY3504
 SY3504|---------------------------------------------------------------------|
 SY3504| PID    Reference Object                     Distance      Geod. Az  |
 SY3504|                                                           dddmmss.s |
 SY3504| CF6499 CYPRESS 2 RM 3                        3.647 METERS 01358     |
 SY3504| SY3525 CYPRESS 3 AZ MK                     APPROX. 0.7 KM 0790642.0 |
 SY3504| CF6500 CYPRESS 2 RM 4                        4.655 METERS 11147     |
 SY3504| SY3526 CYPRESS 3                            79.682 METERS 14813     |
 SY3504| CF6501 CYPRESS 2 RM 5                        9.914 METERS 21232     |
 SY3504| SY3510 CYPRESS                              24.079 METERS 21240     |
 SY3504| CF6496 CYPRESS AZ MK                                      2124013.1 |
 SY3504| CF6502 CYPRESS 2 RM 6                       16.812 METERS 30101     |
 SY3504|---------------------------------------------------------------------|
 SY3504
 SY3504                          SUPERSEDED SURVEY CONTROL
 SY3504
 SY3504  NAD 83(1986)-  47 54 55.13945(N)    122 12 37.43220(W) AD(       ) 3
 SY3504  NAD 27      -  47 54 55.79430(N)    122 12 32.95510(W) AD(       ) 3
 SY3504
 SY3504.Superseded values are not recommended for survey control.
 SY3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3504.See file dsdata.txt to determine how the superseded data were derived.
 SY3504
 SY3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5899707190(NAD 83)
 SY3504_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3504
 SY3504  HISTORY     - Date     Condition        Report By
 SY3504  HISTORY     - 1958     MONUMENTED       CGS
 SY3504  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3504  HISTORY     - 1966     SEE DESCRIPTION  LOCENG
 SY3504  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY3504  HISTORY     - 1969     SEE DESCRIPTION  WAA
 SY3504  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SY3504
 SY3504                          STATION DESCRIPTION
 SY3504
 SY3504'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (EHK)
 SY3504'STATION CYPRESS 2 AND RMS 3 AND 4 WERE ESTABLISHED TO REPLACE
 SY3504'STATION CYPRESS AND RMS 1 AND 2, WHICH STOOD IN THE WAY OF HIGHWAY
 SY3504'WIDENING.  THE DISKS FOR STATION CYPRESS 1955 AND RMS 1 AND 2 WERE
 SY3504'REMOVED.  THE UNDERGROUND MARK WAS NOT DISTURBED BUT WILL BE PAVED
 SY3504'OVER.
 SY3504'
 SY3504'STATION IS LOCATED ABOUT 4 MILES SOUTH OF EVERETT AND ABOUT 1.5
 SY3504'MILES SOUTH OF PINEHURST, ON THE ROAD RIGHT-OF-WAY, 72.7 FEET
 SY3504'NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANES, U.S. 99
 SY3504'BYPASS, 81 FEET EAST OF THE CENTERLINE OF BROADWAY AVENUE, 37.0
 SY3504'FEET NORTHWEST OF A UTILITY POLE ON THE NORTHWEST SIDE OF U.S. 99
 SY3504'BYPASS, AND JUST ACROSS BROADWAY AVE. FROM THE SOUTHEAST CORNER OF
 SY3504'CYPRESS LAWN CEMETERY.  IT IS A STANDARD DISK, STAMPED CYPRESS 2
 SY3504'1958, SET IN A SQUARE CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 SY3504'GROUND.  STATION CYPRESS 2 WAS SET ON THE PROLONGATION OF THE LINE
 SY3504'FROM THE AZIMUTH MARK TO STATION CYPRESS 1955.
 SY3504'
 SY3504'R.M. 3 IS 85.5 FEET NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 SY3504'LANES OF U.S. 99 BYPASS, 81 FEET EAST OF THE CENTERLINE OF BROADWAY
 SY3504'AVE., AND 51 FEET NORTHWEST OF UTILITY POLE ON NORTHWEST SIDE OF
 SY3504'U.S. 99 BYPASS.  IT IS A STANDARD DISK, STAMPED CYPRESS 2 NO 3 1958,
 SY3504'SET IN A SQUARE CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SY3504'
 SY3504'R.M. 4 IS 65.0 FEET NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 SY3504'LANES OF U.S. 99 BYPASS, 93 FEET EAST OF THE CENTERLINE OF BROADWAY
 SY3504'AVE., AND 31 FEET NORTHWEST OF UTILITY POLE ON THE NORTHWEST SIDE OF
 SY3504'U.S. 99 BYPASS.  IT IS A STANDARD DISK, STAMPED CYPRESS 2 NO 4
 SY3504'1958, SET IN A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SY3504'
 SY3504'AZIMUTH MARK IS THE SAME AS SET FOR STATION CYPRESS 1955.  IT IS ON
 SY3504'TOP OF A BANK ON THE SOUTHEAST SIDE OF U.S. 99 BYPASS, ABOUT 10 FEET
 SY3504'ABOVE ROAD LEVEL, 3 FEET FROM THE EDGE OF THE BANK.  A LARGE,
 SY3504'DOUBLE BILLBOARD HAS ITS V AT THE MARK.  IT IS A STANDARD DISK,
 SY3504'STAMPED CYPRESS 1955, SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 SY3504'GROUND.
 SY3504
 SY3504                          STATION RECOVERY (1966)
 SY3504
 SY3504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3504'THE STATION AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 SY3504'REFERENCE MARKS 3 AND 4 WERE DESTROYED BY ROAD CONSTRUCTION IN THE
 SY3504'AREA.  TWO NEW REFERENCE MARKS WERE SET AT THIS TIME.
 SY3504'
 SY3504'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF EVERETT, ABOUT 1.5
 SY3504'MILES SOUTH OF PINEHURST, ABOUT 100 YARDS NORTHEAST OF THE SOUTHEAST
 SY3504'CORNER OF CYPRESS LAWN CEMETERY AND ON WEST SIDE OF FREEWAY
 SY3504'(INTERSTATE 5).
 SY3504'
 SY3504'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AND BEVERLY
 SY3504'BLVD. GO SOUTH ON BROADWAY FOR 0.3 MILE TO THE JUNCTION OF STATE
 SY3504'HIGHWAY 527 AND THE ENTRANCE TO CYPRESS LAWN CEMETERY ON THE RIGHT,
 SY3504'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO THE NORTH END OF CONCRETE
 SY3504'ROAD DIVIDER AND STATION ABOUT 80 FEET ON THE LEFT.
 SY3504'
 SY3504'THE STATION IS A STANDARD DISK, STAMPED CYPRESS 2 1958, SET IN TOP OF
 SY3504'A 10 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 171 FEET
 SY3504'NORTH OF THE BOTTOM OF THE V FORMED BY CONCRETE DIVIDERS ALONG THE
 SY3504'NORTH SIDE OF A FREEWAY OFF-RAMP AND THE EAST SIDE OF STATE HIGHWAY
 SY3504'527, 83 FEET EAST OF STATE HIGHWAY 527, 54.5 FEET WEST OF THE
 SY3504'CENTERLINE OF THE OFF-RAMP, 1 FOOT WEST OF A METAL WITNESS POST, AND
 SY3504'ABOUT THE SAME ELEVATION AS THE OFF-RAMP.
 SY3504'
 SY3504'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED CYPRESS 2 1958 NO 5
 SY3504'1966, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 SY3504'1 INCH.  IT IS 139 FEET NORTH OF THE BOTTOM OF THE V FORMED BY
 SY3504'CONCRETE DIVIDERS ALONG THE NORTH SIDE OF FREEWAY OFF-RAMP AND THE
 SY3504'EAST SIDE OF STATE HIGHWAY 527, 75.5 FEET EAST OF THE CENTERLINE OF
 SY3504'THE HIGHWAY AND 43 FEET WEST OF THE OFF-RAMP.
 SY3504'
 SY3504'REFERENCE MARK 6 IS A STANDARD DISK, STAMPED CYPRESS 2 1958 NO 6
 SY3504'1966, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH
 SY3504'THE GROUND.  IT IS 48.2 FEET SOUTHEAST OF THE NORTH END OF A
 SY3504'TRAFFIC DIVIDER ON THE CENTERLINE OF STATE HIGHWAY 527, 28.5 FEET
 SY3504'NORTH OF PROJECTING NORTH SIDE OF A BLACK TOP ROAD IN THE CEMETERY,
 SY3504'28.4 FEET EAST OF THE HIGHWAY, 14 FEET SOUTHEAST OF A POWER POLE
 SY3504'AND 2 FEET SOUTHEAST OF A HIGHWAY SIGN POST.
 SY3504'
 SY3504'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CYPRESS 1955, SET IN
 SY3504'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 50.5 FEET
 SY3504'EAST OF THE CENTERLINE OF U.S. HIGHWAY 99, 41 YARDS SOUTH OF THE
 SY3504'SOUTH EDGE OF A NARROW PARKING STRIP IN FRONT OF A BUSINESS
 SY3504'BUILDING, 35.3 FEET NORTH OF POWER POLE NO. 27, 1.5 FEET WEST OF THE
 SY3504'WEST LEG OF A BILLBOARD AND 8 FEET ABOVE HIGHWAY 99.  THE MARK IS
 SY3504'0.2 MILE SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 99 AND STATE
 SY3504'HIGHWAY 527.
 SY3504
 SY3504                          STATION RECOVERY (1966)
 SY3504
 SY3504'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (CMB)
 SY3504'STATION--CYPRESS 2 1958 GOOD
 SY3504'
 SY3504'AZ--CYPRESS 1955 GOOD
 SY3504'
 SY3504'BOTH RMS DESTROYED BY EXCAVATION.  CHANGE DESCRIPTION TO--56 FT. NW
 SY3504'OF CTRLI OF SOUTHBOUND LANES U.S. 99 BYPASS.  82.8 FT. E OF CTRLI
 SY3504'BROADWAY AVE.  A NEW ELEVATED TANK WAS OBSERVED UPON FOR ANOTHER
 SY3504'AZIMUTH MARK.
 SY3504
 SY3504                          STATION RECOVERY (1968)
 SY3504
 SY3504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY3504'STATION RECOVERED AS DESCRIBED IN 1966.
 SY3504
 SY3504                          STATION RECOVERY (1969)
 SY3504
 SY3504'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1969
 SY3504'CYPRESS 2 1958 GOOD
 SY3504'
 SY3504'CYPRESS 2 1958 NO. 5 GOOD
 SY3504'
 SY3504'CYPRESS 2 1958 NO. 6 GOOD
 SY3504'
 SY3504'CYPRESS 1955 STA. NOT RECOVERED, AREA HAS BEEN BULLDOZED OUT TO
 SY3504'BUILD NEW STORES IN AREA.
 SY3504
 SY3504                          STATION RECOVERY (1970)
 SY3504
 SY3504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SY3504'THE STATION MARK AND REFERENCE MARKS NO. 5 AND 6 WERE RECOVERED IN
 SY3504'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND EVIDENTLY WAS
 SY3504'DESTROYED WHEN THE BANK ON THE EAST SIDE OF THE ROAD WAS CUT DOWN.
 SY3504'
 SY3504'THE STATE HIGHWAY DEPARTMENT PLANS TO LOWER THIS WHOLE AREA IN THE
 SY3504'VICINITY OF THE STATION TO PROVIDE BETTER VISIBILITY TO MOTORISTS.
 SY3504'
 SY3504'A NEW STATION, CYPRESS 3, WAS ESTABLISHED 261.43 FEET SOUTHEAST OF
 SY3504'CYPRESS 2.  ALL DISKS WERE REMOVED FROM THE CONCRETE POSTS AT
 SY3504'CYPRESS 2.
 SY3504'
 SY3504'THE AZIMUTH MARK SHOWN ABOVE WAS ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3526 ***********************************************************************
 SY3526  DESIGNATION -  CYPRESS 3
 SY3526  PID         -  SY3526
 SY3526  STATE/COUNTY-  WA/SNOHOMISH
 SY3526  USGS QUAD   -  EVERETT (1973)
 SY3526
 SY3526                         *CURRENT SURVEY CONTROL
 SY3526  ___________________________________________________________________
 SY3526* NAD 83(1991)-  47 54 52.95095(N)    122 12 35.41005(W)     ADJUSTED  
 SY3526* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 SY3526  ___________________________________________________________________
 SY3526  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 SY3526  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 SY3526
 SY3526  HORZ ORDER  -  THIRD
 SY3526
 SY3526.The horizontal coordinates were established by classical geodetic methods
 SY3526.and adjusted by the National Geodetic Survey in December 1991..
 SY3526.No horizontal observational check was made to the station.
 SY3526
 SY3526.The orthometric height was scaled from a topographic map.
 SY3526
 SY3526.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3526
 SY3526.The geoid height was determined by GEOID03.
 SY3526
 SY3526;                    North         East     Units Scale Factor Converg.
 SY3526;SPC WA N     -   102,619.100   397,119.574   MT  0.99994852   -1 01 29.4
 SY3526;SPC WA N     -   336,676.16  1,302,883.14   sFT  0.99994852   -1 01 29.4
 SY3526;UTM  10      - 5,307,122.652   559,039.574   MT  0.99964283   +0 35 11.2
 SY3526
 SY3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3526!SPC WA N     -   0.99997856  x   0.99994852  =   0.99992708
 SY3526!UTM  10      -   0.99997856  x   0.99964283  =   0.99962140
 SY3526
 SY3526:                Primary Azimuth Mark                     Grid Az
 SY3526:SPC WA N     -  CYPRESS 3 AZ MK                          073 34 42.3
 SY3526:UTM  10      -  CYPRESS 3 AZ MK                          071 58 01.7
 SY3526
 SY3526|---------------------------------------------------------------------|
 SY3526| PID    Reference Object                     Distance      Geod. Az  |
 SY3526|                                                           dddmmss.s |
 SY3526| SY3525 CYPRESS 3 AZ MK                     APPROX. 0.7 KM 0723312.9 |
 SY3526| AH5901 CYPRESS 3 RM 7                        8.640 METERS 07634     |
 SY3526| AH5900 CYPRESS 3 RM 8                        8.052 METERS 19449     |
 SY3526| SY3504 CYPRESS 2                            79.682 METERS 32813     |
 SY3526|---------------------------------------------------------------------|
 SY3526
 SY3526                          SUPERSEDED SURVEY CONTROL
 SY3526
 SY3526  NAD 83(1986)-  47 54 52.94655(N)    122 12 35.41055(W) AD(       ) 3
 SY3526  NAD 27      -  47 54 53.60137(N)    122 12 30.93358(W) AD(       ) 3
 SY3526
 SY3526.Superseded values are not recommended for survey control.
 SY3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3526.See file dsdata.txt to determine how the superseded data were derived.
 SY3526
 SY3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5904007123(NAD 83)
 SY3526_MARKER: DS = TRIANGULATION STATION DISK
 SY3526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3526_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3526_STAMPING: CYPRESS 3 1970
 SY3526_MARK LOGO: CGS   
 SY3526_PROJECTION: FLUSH
 SY3526_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3526+STABILITY: SURFACE MOTION
 SY3526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY3526+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 SY3526
 SY3526  HISTORY     - Date     Condition        Report By
 SY3526  HISTORY     - 1970     MONUMENTED       NGS
 SY3526  HISTORY     - 1973     GOOD             NGS
 SY3526  HISTORY     - 19810310 GOOD             NGS
 SY3526  HISTORY     - 20040720 GOOD             USPSQD
 SY3526
 SY3526                          STATION DESCRIPTION
 SY3526
 SY3526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SY3526'THIS STATION WAS ESTABLISHED TO REPLACE CYPRESS 2.
 SY3526'
 SY3526'THE STATION IS ABOUT 4 MILES SOUTH OF THE CENTER OF EVERETT, AT ABOUT
 SY3526'THE 9000 BLOCK ON BROADWAY, ON THE NORTHERN EDGE OF A NATURAL AREA
 SY3526'BETWEEN THE SOUTHEAST CORNER OF THE CYPRESS LAWN CEMETERY AND
 SY3526'INTERSTATE HIGHWAY 5, IN THE SOUTHWESTERN PART OF THE BROADWAY
 SY3526'INTERCHANGE AND IN SECTION 18, T. 28 N., R. 5 E..
 SY3526'
 SY3526'THE STATION MARK, STAMPED CYPRESS 3 1970, IS A STANDARD DISK SET IN
 SY3526'A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS ABOUT 75
 SY3526'YARDS SOUTHWEST OF AN OVERPASS OVER INTERSTATE HIGHWAY 5, 30 YARDS
 SY3526'SOUTH OF THE NORTHBOUND RAMP FROM U.S. HIGHWAY 99 TO INTERSTATE
 SY3526'HIGHWAY 5, 15 FEET NORTH OF A 14-INCH FIR TREE, AT THE EASTERN
 SY3526'EDGE OF A COMPARATIVELY LEVEL AREA, WHERE THE GROUND BREAKS LOWER TO
 SY3526'THE EAST AND 2.5 FEET NORTHEAST OF A METAL WITNESS POST.
 SY3526'
 SY3526'REFERENCE MARK NO. 7, STAMPED CYPRESS 3 NO 7 1970, IS A STANDARD
 SY3526'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 7
 SY3526'FEET NORTH-NORTHWEST OF THREE 6-INCH TREES GROWING IN A CLUSTER
 SY3526'ON THE NORTH EDGE OF THE NATURAL AREA AND 3.8 FEET LOWER THAN THE
 SY3526'STATION MARK.
 SY3526'
 SY3526'REFERENCE MARK NO. 8, STAMPED CYPRESS 3 NO 8 1970, IS A STANDARD
 SY3526'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS
 SY3526'13 FEET SOUTHEAST OF TWO 12-INCH TREES GROWING FROM ONE ROOT AND 13
 SY3526'FEET SOUTHWEST OF A 14-INCH FIR TREE.
 SY3526'
 SY3526'THE AZIMUTH MARK, STAMPED CYPRESS 3 1970, IS A STANDARD DISK SET IN
 SY3526'THE SOUTHWEST CORNER OF THE CONCRETE DRIVEWAY AT HOUSE NO. 2305
 SY3526'EL CAPITAN WAY, WHICH IS ABOUT 1 BLOCK EAST OF THE INTERSECTION
 SY3526'OF 90TH STREET SE AND 23RD AVE. SE..  THE MARK IS 22 FEET NORTH OF
 SY3526'THE CENTER OF THE STREET.
 SY3526'
 SY3526'TIEMANN ADDIT. WATER TANK IS A SMALL, SILVER COLORED, 4 LEGGED,
 SY3526'ELEVATED TANK LOCATED ABOUT 1 BLOCK SOUTH OF HOUSE NO. 2306
 SY3526'BURLEY DRIVE.
 SY3526'
 SY3526'THE UNDERGROUND STATION MARK IS 2.4 FEET BELOW GROUND.
 SY3526
 SY3526                          STATION RECOVERY (1973)
 SY3526
 SY3526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 SY3526'THE STATION WAS RECOVERED AS DESCRIBED BY L.F.S. IN 1970.
 SY3526'
 SY3526'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 SY3526'EVERETT.
 SY3526
 SY3526                          STATION RECOVERY (1981)
 SY3526
 SY3526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 SY3526'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTH OF EVERETT, IN THE
 SY3526'SOUTHWEST ANGLE OF THE BROADWAY-INTERSTATE HIGHWAY 5 INTERCHANGE, IN
 SY3526'SECTION 18, T28N, R5E AND ON ROAD RIGHT-OF-WAY. TO REACH FROM THE
 SY3526'INTERSECTION OF STATE ROUTE 526 AND SOUTH BROADWAY IN SOUTH EVERETT.
 SY3526'GO SOUTH ON SOUTH BROADWAY FOR 0.64 KM (0.40 MI) TO THE SOUTHEAST
 SY3526'CORNER OF THE CYPRESS LAWN CEMETERY ON THE RIGHT AND THE ENTRANCE RAMP
 SY3526'FOR INTERSTATE HIGHWAY 5 ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON
 SY3526'THE ENTRANCE RAMP FOR ABOUT 112 M (367.5 FT) TO THE STATION ON THE
 SY3526'RIGHT, JUST BEFORE REACHING THE GUARD RAIL. THE MARK IS SET IN THE TOP
 SY3526'OF A ROUND CONCRETE MONUMENT THAT IS 0.25 M (0.82 FT) IN DIAMETER AND
 SY3526'IS FLUSH WITH THE GROUND SURFACE.  IT IS 8.050 M (26.411 FT)
 SY3526'NORTH-NORTHEAST OF REFERENCE MARK 8, 8.642 M (28.353 FT) WEST OF
 SY3526'REFERENCE MARK 7, 28.35 M (93.01 FT) SOUTHWEST OF THE SOUTHWEST END OF
 SY3526'THE GUARD RAIL, 18.59 M (60.99 FT) SOUTH OF THE CENTER OF THE ENTRANCE
 SY3526'RAMP, 4.57 M (14.99 FT) NORTH OF A 16-INCH FIR TREE AND 0.76 M (2.49
 SY3526'FT) NORTHEAST OF A WITNESS POST.
 SY3526
 SY3526                          STATION RECOVERY (2004)
 SY3526
 SY3526'RECOVERY NOTE BY US POWER SQUADRON 2004
 SY3526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1942 ***********************************************************************
 TR1942  DESIGNATION -  CYPRESS ISLAND LIGHT
 TR1942  PID         -  TR1942
 TR1942  STATE/COUNTY-  WA/SKAGIT
 TR1942  USGS QUAD   -  CYPRESS ISLAND (1994)
 TR1942
 TR1942                         *CURRENT SURVEY CONTROL
 TR1942  ___________________________________________________________________
 TR1942* NAD 83(1991)-  48 33 58.34408(N)    122 40 05.68941(W)     ADJUSTED  
 TR1942* NAVD 88     -                                                        
 TR1942  ___________________________________________________________________
 TR1942  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 TR1942  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 TR1942
 TR1942  HORZ ORDER  -  THIRD
 TR1942
 TR1942.The horizontal coordinates were established by classical geodetic methods
 TR1942.and adjusted by the National Geodetic Survey in December 1991..
 TR1942
 TR1942
 TR1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1942
 TR1942.The geoid height was determined by GEOID03.
 TR1942
 TR1942;                    North         East     Units Scale Factor Converg.
 TR1942;SPC WA N     -   175,753.072   364,590.471   MT  0.99997286   -1 21 58.1
 TR1942;SPC WA N     -   576,616.54  1,196,160.57   sFT  0.99997286   -1 21 58.1
 TR1942;UTM  10      - 5,379,287.985   524,475.256   MT  0.99960736   +0 14 55.4
 TR1942
 TR1942                          SUPERSEDED SURVEY CONTROL
 TR1942
 TR1942  NAD 83(1986)-  48 33 58.34686(N)    122 40 05.69271(W) AD(       ) 4
 TR1942  NAD 27      -  48 33 58.96800(N)    122 40 01.07400(W) AD(       ) 3
 TR1942
 TR1942.Superseded values are not recommended for survey control.
 TR1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1942.See file dsdata.txt to determine how the superseded data were derived.
 TR1942
 TR1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2447579288(NAD 83)
 TR1942
 TR1942  HISTORY     - Date     Condition        Report By
 TR1942  HISTORY     - UNK      MONUMENTED
 TR1942  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1942  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1942
 TR1942                          STATION DESCRIPTION
 TR1942
 TR1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1942'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TR1942'
 TR1942'ON THE E SIDE OF BELLINGHAM CHANNEL, ON THE MOST E EXTENSION OF
 TR1942'CYPRESS ISLAND WHICH IS CONNECTED TO THE MAINLAND OF CYPRESS ISLAND
 TR1942'BY A SPIT.  THE STATION IS A NAVIGATION LIGHT MOUNTED ON A SMALL
 TR1942'WHITE HOUSE WITH A BLACK ROOF.
 TR1942'
 TR1942'REPORTED IN THE 1953 ON E POINT OF ISLAND, 16 FT. ABOVE THE
 TR1942'WATER, WHITE HOUSE, ESTABLISHED IN 1907, REBUILT IN 1935.
 TR1942
 TR1942                          STATION RECOVERY (1955)
 TR1942
 TR1942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1942'STATION WAS RECOVERED.  STATION IS LOCATED ON CYPRESS ISLAND ON
 TR1942'THE EXTREME EASTERLY POINT ALONG BELLINGHAM CHANNEL.  THE LIGHT
 TR1942'IS 16 FEET ABOVE WATER, A WHITE HOUSE, ESTABLISHED IN 1907, REBUILT
 TR1942'IN 1935.  STATION IS NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5482 ***********************************************************************
 SY5482  DESIGNATION -  D
 SY5482  PID         -  SY5482
 SY5482  STATE/COUNTY-  WA/JEFFERSON
 SY5482  USGS QUAD   -  SEABECK (1973)
 SY5482
 SY5482                         *CURRENT SURVEY CONTROL
 SY5482  ___________________________________________________________________
 SY5482* NAD 83(1991)-  47 44 23.74014(N)    122 48 03.98207(W)     ADJUSTED  
 SY5482* NAVD 88     -                                                        
 SY5482  ___________________________________________________________________
 SY5482  LAPLACE CORR-         -17.50  (seconds)                    DEFLEC99
 SY5482  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 SY5482
 SY5482  HORZ ORDER  -  THIRD
 SY5482
 SY5482.The horizontal coordinates were established by classical geodetic methods
 SY5482.and adjusted by the National Geodetic Survey in December 1991..
 SY5482
 SY5482
 SY5482.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5482
 SY5482.The geoid height was determined by GEOID03.
 SY5482
 SY5482;                    North         East     Units Scale Factor Converg.
 SY5482;SPC WA N     -    84,153.161   352,439.145   MT  0.99996389   -1 27 54.2
 SY5482;SPC WA N     -   276,092.50  1,156,294.09   sFT  0.99996389   -1 27 54.2
 SY5482;UTM  10      - 5,287,414.093   514,911.000   MT  0.99960273   +0 08 49.9
 SY5482
 SY5482                          SUPERSEDED SURVEY CONTROL
 SY5482
 SY5482  NAD 83(1986)-  47 44 23.73686(N)    122 48 03.98886(W) AD(       ) 4
 SY5482  NAD 27      -  47 44 24.40100(N)    122 47 59.43500(W) AD(       ) 3
 SY5482
 SY5482.Superseded values are not recommended for survey control.
 SY5482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5482.See file dsdata.txt to determine how the superseded data were derived.
 SY5482
 SY5482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1491187414(NAD 83)
 SY5482
 SY5482  HISTORY     - Date     Condition        Report By
 SY5482  HISTORY     - 1961     MONUMENTED       CGS
 SY5482  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5482
 SY5482                          STATION DESCRIPTION
 SY5482
 SY5482'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (MEW)
 SY5482'STATION IS AN EXTRA TALL TREE ON SKYLINE.
 SY5482
 SY5482                          STATION RECOVERY (1963)
 SY5482
 SY5482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5482'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1961.  RECOVERY
 SY5482'WAS VERIFIED BY AN AZIMUTH CHECK FROM STATION SOUTH CAMERA BLDG.,
 SY5482'1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0201 ***********************************************************************
 SY0201  DESIGNATION -  D 101
 SY0201  PID         -  SY0201
 SY0201  STATE/COUNTY-  WA/KING
 SY0201  USGS QUAD   -  
 SY0201
 SY0201                         *CURRENT SURVEY CONTROL
 SY0201  ___________________________________________________________________
 SY0201* NAD 83(1986)-  47 40 23.     (N)    122 08 02.     (W)     SCALED    
 SY0201* NAVD 88     -        25.47   (+/-2cm)      83.6    (feet)  VERTCON   
 SY0201  ___________________________________________________________________
 SY0201  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SY0201
 SY0201  VERT ORDER  -  ? (See Below)
 SY0201
 SY0201.The horizontal coordinates were scaled from a topographic map and have
 SY0201.an estimated accuracy of +/- 6 seconds.
 SY0201
 SY0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0201.The vertical order pertains to the NGVD 29 superseded value.
 SY0201
 SY0201.The geoid height was determined by GEOID03.
 SY0201
 SY0201;                    North         East    Units  Estimated Accuracy
 SY0201;SPC WA N     -    75,660.      402,340.      MT  (+/- 180 meters Scaled)
 SY0201
 SY0201                          SUPERSEDED SURVEY CONTROL
 SY0201
 SY0201  NGVD 29 (??/??/??)   24.374  (m)           79.97   (f) ADJUSTED    ?  
 SY0201
 SY0201.Superseded values are not recommended for survey control.
 SY0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0201.See file dsdata.txt to determine how the superseded data were derived.
 SY0201
 SY0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET650803(NAD 83)
 SY0201_MARKER: DD = SURVEY DISK
 SY0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0201_SP_SET: BRIDGE
 SY0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0201
 SY0201  HISTORY     - Date     Condition        Report By
 SY0201  HISTORY     - UNK      MONUMENTED       WA-033
 SY0201  HISTORY     - 1954     MARK NOT FOUND   CGS
 SY0201
 SY0201                          STATION DESCRIPTION
 SY0201
 SY0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 SY0201'0.5 MI W FROM REDMOND.
 SY0201'STATION LOCATED E. OF E. EDGE OF BLACK TOP HIGHWAY AT INTERSECTION OF
 SY0201'LAKE SAMMAMISH KIRKLAND AND REDMOND HIGHWAYS-- 1/2 MILE W. OF REDMOND.
 SY0201'APPROX. 500 FT. SW OF N 1/4 CORNER OF SELTION 11-25-5. NOTE-- THIS
 SY0201'MARK WAS DESTROYED OR COVERED OVER IN BUILDING A NEW APPROACH TO A NEW
 SY0201'CONCRETE BRIDGE OVER THE SNOQUALMIE RIVER IN 1946. THE APPROACH BEGAN
 SY0201'AT THE INTERSECTION OF THE ROAD FROM REDMOND TO KIRKLAND AND STATE
 SY0201'HIGHWAY 2 D, 0.5 MILE WEST OF REDMOND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0852 ***********************************************************************
 RZ0852  DESIGNATION -  D 120
 RZ0852  PID         -  RZ0852
 RZ0852  STATE/COUNTY-  WA/WHITMAN
 RZ0852  USGS QUAD   -  PALOUSE (1975)
 RZ0852
 RZ0852                         *CURRENT SURVEY CONTROL
 RZ0852  ___________________________________________________________________
 RZ0852* NAD 83(1986)-  46 54 57.     (N)    117 02 34.     (W)     SCALED    
 RZ0852* NAVD 88     -       746.542  (meters)    2449.28   (feet)  ADJUSTED  
 RZ0852  ___________________________________________________________________
 RZ0852  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 RZ0852  DYNAMIC HT  -         746.491 (meters)    2449.11  (feet)  COMP
 RZ0852  MODELED GRAV-     980,521.2   (mgal)                       NAVD 88
 RZ0852
 RZ0852  VERT ORDER  -  SECOND    CLASS 0
 RZ0852
 RZ0852.The horizontal coordinates were scaled from a topographic map and have
 RZ0852.an estimated accuracy of +/- 6 seconds.
 RZ0852
 RZ0852.The orthometric height was determined by differential leveling
 RZ0852.and adjusted by the National Geodetic Survey in June 1991..
 RZ0852
 RZ0852.The geoid height was determined by GEOID03.
 RZ0852
 RZ0852.The dynamic height is computed by dividing the NAVD 88
 RZ0852.geopotential number by the normal gravity value computed on the
 RZ0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0852.degrees latitude (g = 980.6199 gals.).
 RZ0852
 RZ0852.The modeled gravity was interpolated from observed gravity values.
 RZ0852
 RZ0852;                    North         East    Units  Estimated Accuracy
 RZ0852;SPC WA S     -   181,670.      763,250.      MT  (+/- 180 meters Scaled)
 RZ0852
 RZ0852                          SUPERSEDED SURVEY CONTROL
 RZ0852
 RZ0852  NGVD 29 (??/??/92)  745.420  (m)         2445.60   (f) ADJ UNCH    2 0
 RZ0852
 RZ0852.Superseded values are not recommended for survey control.
 RZ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0852.See file dsdata.txt to determine how the superseded data were derived.
 RZ0852
 RZ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM967958(NAD 83)
 RZ0852_MARKER: DB = BENCH MARK DISK
 RZ0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0852_STAMPING: D-120 1935
 RZ0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0852+STABILITY: SURFACE MOTION
 RZ0852
 RZ0852  HISTORY     - Date     Condition        Report By
 RZ0852  HISTORY     - 1935     MONUMENTED       CGS
 RZ0852
 RZ0852                          STATION DESCRIPTION
 RZ0852
 RZ0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0852'2.4 MI E FROM PALOUSE.
 RZ0852'2.4 MILES EAST OF, ALONG W.I.M.RY., FROM W.I.M. RY STATION.  ABOUT 300
 RZ0852'FEET EAST OF M.P. NO. 3, ABOUT 200 FEET EAST OF CURVE IN RAILROAD. 49
 RZ0852'FEET SOUTH OF CENTERLINE OF RAILROAD.  39 FEET SOUTHWEST OF POWER LINE
 RZ0852'POLE.  13 FEET NORTHWEST OF LONE PINE TREE. 1.5 FT. NORTH OF FENCE
 RZ0852'PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0712 ***********************************************************************
 SC0712  DESIGNATION -  D 12=65
 SC0712  PID         -  SC0712
 SC0712  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0712  USGS QUAD   -  MONTESANO (1993)
 SC0712
 SC0712                         *CURRENT SURVEY CONTROL
 SC0712  ___________________________________________________________________
 SC0712* NAD 83(1986)-  46 58 53.     (N)    123 36 05.     (W)     SCALED    
 SC0712* NAVD 88     -        21.129  (meters)      69.32   (feet)  ADJUSTED  
 SC0712  ___________________________________________________________________
 SC0712  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 SC0712  DYNAMIC HT  -          21.132 (meters)      69.33  (feet)  COMP
 SC0712  MODELED GRAV-     980,769.7   (mgal)                       NAVD 88
 SC0712
 SC0712  VERT ORDER  -  FIRST     CLASS I
 SC0712
 SC0712.The horizontal coordinates were scaled from a topographic map and have
 SC0712.an estimated accuracy of +/- 6 seconds.
 SC0712
 SC0712.The orthometric height was determined by differential leveling
 SC0712.and adjusted by the National Geodetic Survey in June 1991..
 SC0712
 SC0712.The geoid height was determined by GEOID03.
 SC0712
 SC0712.The dynamic height is computed by dividing the NAVD 88
 SC0712.geopotential number by the normal gravity value computed on the
 SC0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0712.degrees latitude (g = 980.6199 gals.).
 SC0712
 SC0712.The modeled gravity was interpolated from observed gravity values.
 SC0712
 SC0712;                    North         East    Units  Estimated Accuracy
 SC0712;SPC WA S     -   187,820.      264,110.      MT  (+/- 180 meters Scaled)
 SC0712
 SC0712                          SUPERSEDED SURVEY CONTROL
 SC0712
 SC0712  NGVD 29 (??/??/92)   20.116  (m)           66.00   (f) ADJ UNCH    1 1
 SC0712
 SC0712.Superseded values are not recommended for survey control.
 SC0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0712.See file dsdata.txt to determine how the superseded data were derived.
 SC0712
 SC0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT542032(NAD 83)
 SC0712_MARKER: DD = SURVEY DISK
 SC0712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0712_SP_SET: STEP
 SC0712_STAMPING: D 12 65 65.436 FT WA 1911
 SC0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0712
 SC0712  HISTORY     - Date     Condition        Report By
 SC0712  HISTORY     - 1911     MONUMENTED       USGS
 SC0712  HISTORY     - 1974     GOOD             NGS
 SC0712  HISTORY     - 20051120 GOOD             USPSQD
 SC0712
 SC0712                          STATION DESCRIPTION
 SC0712
 SC0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0712'IN MONTESANO.
 SC0712'AT THE INTS. OF BROADWAY AVE W AND FIRST ST S AT THE S MAIN ENTRANCE
 SC0712'TO THE COUNTY COURTHOUSE IN TOP OF THE W END OF THE FIRST GRANITE STEP
 SC0712'0.3 FT E OF W END OF STEP.  4 FEET ABOVE THE AVE.
 SC0712
 SC0712                          STATION RECOVERY (2005)
 SC0712
 SC0712'RECOVERY NOTE BY US POWER SQUADRON 2005
 SC0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0210 ***********************************************************************
 TR0210  DESIGNATION -  D 13
 TR0210  PID         -  TR0210
 TR0210  STATE/COUNTY-  WA/SKAGIT
 TR0210  USGS QUAD   -  MOUNT VERNON (1981)
 TR0210
 TR0210                         *CURRENT SURVEY CONTROL
 TR0210  ___________________________________________________________________
 TR0210* NAD 83(1986)-  48 28 18.     (N)    122 19 20.     (W)     SCALED    
 TR0210* NAVD 88     -        12.286  (meters)      40.31   (feet)  POSTED    
 TR0210  ___________________________________________________________________
 TR0210  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 TR0210  DYNAMIC HT  -          12.290 (meters)      40.32  (feet)  COMP
 TR0210  MODELED GRAV-     980,863.5   (mgal)                       NAVD 88
 TR0210
 TR0210  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TR0210
 TR0210.The horizontal coordinates were scaled from a topographic map and have
 TR0210.an estimated accuracy of +/- 6 seconds.
 TR0210
 TR0210.The orthometric height was determined by differential leveling
 TR0210.and adjusted by the National Geodetic Survey in 1992..
 TR0210.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TR0210.rate of 1.1 thru 2.0 mm/km.
 TR0210
 TR0210.The geoid height was determined by GEOID03.
 TR0210
 TR0210.The dynamic height is computed by dividing the NAVD 88
 TR0210.geopotential number by the normal gravity value computed on the
 TR0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0210.degrees latitude (g = 980.6199 gals.).
 TR0210
 TR0210.The modeled gravity was interpolated from observed gravity values.
 TR0210
 TR0210;                    North         East    Units  Estimated Accuracy
 TR0210;SPC WA N     -   164,690.      389,920.      MT  (+/- 180 meters Scaled)
 TR0210
 TR0210                          SUPERSEDED SURVEY CONTROL
 TR0210
 TR0210.No superseded survey control is available for this station.
 TR0210
 TR0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU500689(NAD 83)
 TR0210_MARKER: DB = BENCH MARK DISK
 TR0210_SETTING: 0 = UNSPECIFIED SETTING
 TR0210_STAMPING: ELEV. 36.545 FT. D 13 1922
 TR0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0210
 TR0210  HISTORY     - Date     Condition        Report By
 TR0210  HISTORY     - 1922     MONUMENTED       CGS
 TR0210  HISTORY     - 1944     GOOD             LOCENG
 TR0210
 TR0210                          STATION DESCRIPTION
 TR0210
 TR0210'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 TR0210'IN BURLINGTON.
 TR0210'2 FT. WEST AND 4 FT. SOUTH OF SOUTHWEST CORNER OF MAIN RESIDENCE OF C.
 TR0210'H. BAILEY, INSTEAD OF 5 FEET EAST OF THE NORTH PROLONGATION OF THE
 TR0210'EAST SIDE OF THE C. H. BAILEY RESIDENCE, ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0245 ***********************************************************************
 TR0245  DESIGNATION -  D 13 RESET 1944
 TR0245  PID         -  TR0245
 TR0245  STATE/COUNTY-  WA/SKAGIT
 TR0245  USGS QUAD   -  MOUNT VERNON (1981)
 TR0245
 TR0245                         *CURRENT SURVEY CONTROL
 TR0245  ___________________________________________________________________
 TR0245* NAD 83(1986)-  48 28 18.     (N)    122 19 19.     (W)     SCALED    
 TR0245* NAVD 88     -        11.948  (meters)      39.20   (feet)  ADJUSTED  
 TR0245  ___________________________________________________________________
 TR0245  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 TR0245  DYNAMIC HT  -          11.951 (meters)      39.21  (feet)  COMP
 TR0245  MODELED GRAV-     980,863.5   (mgal)                       NAVD 88
 TR0245
 TR0245  VERT ORDER  -  FIRST     CLASS I
 TR0245
 TR0245.The horizontal coordinates were scaled from a topographic map and have
 TR0245.an estimated accuracy of +/- 6 seconds.
 TR0245
 TR0245.The orthometric height was determined by differential leveling
 TR0245.and adjusted by the National Geodetic Survey in June 1991..
 TR0245
 TR0245.The geoid height was determined by GEOID03.
 TR0245
 TR0245.The dynamic height is computed by dividing the NAVD 88
 TR0245.geopotential number by the normal gravity value computed on the
 TR0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0245.degrees latitude (g = 980.6199 gals.).
 TR0245
 TR0245.The modeled gravity was interpolated from observed gravity values.
 TR0245
 TR0245;                    North         East    Units  Estimated Accuracy
 TR0245;SPC WA N     -   164,690.      389,940.      MT  (+/- 180 meters Scaled)
 TR0245
 TR0245                          SUPERSEDED SURVEY CONTROL
 TR0245
 TR0245  NGVD 29 (??/??/92)   10.783  (m)           35.38   (f) ADJ UNCH    1 1
 TR0245
 TR0245.Superseded values are not recommended for survey control.
 TR0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0245.See file dsdata.txt to determine how the superseded data were derived.
 TR0245
 TR0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU501689(NAD 83)
 TR0245_MARKER: DB = BENCH MARK DISK
 TR0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0245_STAMPING: D 13 RESET 1944
 TR0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0245+STABILITY: SURFACE MOTION
 TR0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0245+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 TR0245
 TR0245  HISTORY     - Date     Condition        Report By
 TR0245  HISTORY     - 1944     MONUMENTED       CGS
 TR0245  HISTORY     - 1973     GOOD             NGS
 TR0245  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TR0245  HISTORY     - 20051018 GOOD             SKAGPW
 TR0245
 TR0245                          STATION DESCRIPTION
 TR0245
 TR0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0245'IN BURLINGTON.
 TR0245'AT BURLINGTON, AT THE NORTHWEST CORNER OF REGENT STREET AND RIO VISTA
 TR0245'AVENUE, 31 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 35 FEET WEST
 TR0245'OF THE CENTER LINE OF THE STREET, 64 FEET EAST OF A POWER POLE, 22.0
 TR0245'FEET EAST OF THE EXTENDED EAST EDGE OF A WALKWAY TO 935 RIO VISTA
 TR0245'AVENUE, 23 1/2 FEET SOUTH OF A LARGE TREE, 3.0 FEET SOUTH OF THE SOUTH
 TR0245'EDGE OF A SIDEWALK, 56 FEET WEST AND ACROSS THE STREET FROM A POWER
 TR0245'POLE, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A CONCRETE
 TR0245'POST 0.2 FOOT UNDERGROUND.  SEC 32, T 35N, R 4E.
 TR0245
 TR0245                          STATION RECOVERY (1984)
 TR0245
 TR0245'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0245'MARK NOT FOUND.
 TR0245
 TR0245                          STATION RECOVERY (2005)
 TR0245
 TR0245'RECOVERY NOTE BY SKAGIT COUNTY PUBLIC WORKS 2005 (JDF)
 TR0245'IT IS LOCATED IN A GRASS PARKING STRIP ADJACENT TO A SMALL ORNAMENTAL
 TR0245'TREE. MONUMENT IS NOW 0.30' BELOW THE TOP OF A MONUMENT CASE RISER AND
 TR0245'COVER THAT IS SET LEVEL WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1047 ***********************************************************************
 SY1047  DESIGNATION -  D 15
 SY1047  PID         -  SY1047
 SY1047  STATE/COUNTY-  WA/JEFFERSON
 SY1047  USGS QUAD   -  UNCAS (1995)
 SY1047
 SY1047                         *CURRENT SURVEY CONTROL
 SY1047  ___________________________________________________________________
 SY1047* NAD 83(1986)-  47 56 47.     (N)    122 53 11.     (W)     SCALED    
 SY1047* NAVD 88     -        57.914  (meters)     190.01   (feet)  ADJUSTED  
 SY1047  ___________________________________________________________________
 SY1047  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SY1047  DYNAMIC HT  -          57.928 (meters)     190.05  (feet)  COMP
 SY1047  MODELED GRAV-     980,848.5   (mgal)                       NAVD 88
 SY1047
 SY1047  VERT ORDER  -  FIRST     CLASS I
 SY1047
 SY1047.The horizontal coordinates were scaled from a topographic map and have
 SY1047.an estimated accuracy of +/- 6 seconds.
 SY1047
 SY1047.The orthometric height was determined by differential leveling
 SY1047.and adjusted by the National Geodetic Survey in June 1991..
 SY1047
 SY1047.The geoid height was determined by GEOID03.
 SY1047
 SY1047.The dynamic height is computed by dividing the NAVD 88
 SY1047.geopotential number by the normal gravity value computed on the
 SY1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1047.degrees latitude (g = 980.6199 gals.).
 SY1047
 SY1047.The modeled gravity was interpolated from observed gravity values.
 SY1047
 SY1047;                    North         East    Units  Estimated Accuracy
 SY1047;SPC WA N     -   107,270.      346,660.      MT  (+/- 180 meters Scaled)
 SY1047
 SY1047                          SUPERSEDED SURVEY CONTROL
 SY1047
 SY1047  NGVD 29 (??/??/??)   56.794  (m)          186.33   (f) ADJUSTED    1 1
 SY1047
 SY1047.Superseded values are not recommended for survey control.
 SY1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1047.See file dsdata.txt to determine how the superseded data were derived.
 SY1047
 SY1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU084103(NAD 83)
 SY1047_MARKER: DB = BENCH MARK DISK
 SY1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1047_STAMPING: D 15 1931 186.328
 SY1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1047+STABILITY: SURFACE MOTION
 SY1047
 SY1047  HISTORY     - Date     Condition        Report By
 SY1047  HISTORY     - 1931     MONUMENTED       CGS
 SY1047  HISTORY     - 1974     GOOD             NGS
 SY1047  HISTORY     - 1989     GOOD             USPSQD
 SY1047  HISTORY     - 19910615 GOOD             USPSQD
 SY1047
 SY1047                          STATION DESCRIPTION
 SY1047
 SY1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1047'9.2 MI N FROM QUILCENE.
 SY1047'9.2 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE QUILCENE HIGH SCHOOL
 SY1047'AT QUILCENE, 0.45 MILE NORTH OF HIGHWAY MILEPOST 286, 0.15 MILE NORTH
 SY1047'OF THE CROSSING OF SNOW CREEK, AT THE JUNCTION OF THE SOUTH ONE OF TWO
 SY1047'DRIVEWAYS LEADING EAST TO A HOUSE, 50 FEET EAST OF THE CENTER LINE OF
 SY1047'THE HIGHWAY, 24 FEET NORTH OF THE CENTER LINE OF THE SOUTH DRIVEWAY,
 SY1047'97 1/2 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE 277-83, 89 1/2 FEET
 SY1047'EAST-SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A POWER LINE POLE WITH A
 SY1047'TRANSFORMER, 68 FEET SOUTHWEST OF A POWER LINE POLE, ABOUT 1 FOOT
 SY1047'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SY1047'PROJECTING 0.8 FOOT ABOVE THE GROUND.  SEC 2, T 28N, R 2W.
 SY1047
 SY1047                          STATION RECOVERY (1989)
 SY1047
 SY1047'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1047'RECOVERED IN GOOD CONDITION.
 SY1047
 SY1047                          STATION RECOVERY (1991)
 SY1047
 SY1047'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWB)
 SY1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1246 ***********************************************************************
 SY1246  DESIGNATION -  D 16
 SY1246  PID         -  SY1246
 SY1246  STATE/COUNTY-  WA/MASON
 SY1246  USGS QUAD   -  LILLIWAUP (1985)
 SY1246
 SY1246                         *CURRENT SURVEY CONTROL
 SY1246  ___________________________________________________________________
 SY1246* NAD 83(1986)-  47 26 57.     (N)    123 06 48.     (W)     SCALED    
 SY1246* NAVD 88     -         8.831  (meters)      28.97   (feet)  ADJUSTED  
 SY1246  ___________________________________________________________________
 SY1246  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 SY1246  DYNAMIC HT  -           8.833 (meters)      28.98  (feet)  COMP
 SY1246  MODELED GRAV-     980,809.9   (mgal)                       NAVD 88
 SY1246
 SY1246  VERT ORDER  -  FIRST     CLASS I
 SY1246
 SY1246.The horizontal coordinates were scaled from a topographic map and have
 SY1246.an estimated accuracy of +/- 6 seconds.
 SY1246
 SY1246.The orthometric height was determined by differential leveling
 SY1246.and adjusted by the National Geodetic Survey in June 1991..
 SY1246
 SY1246.The geoid height was determined by GEOID03.
 SY1246
 SY1246.The dynamic height is computed by dividing the NAVD 88
 SY1246.geopotential number by the normal gravity value computed on the
 SY1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1246.degrees latitude (g = 980.6199 gals.).
 SY1246
 SY1246.The modeled gravity was interpolated from observed gravity values.
 SY1246
 SY1246;                    North         East    Units  Estimated Accuracy
 SY1246;SPC WA S     -   238,450.      302,940.      MT  (+/- 180 meters Scaled)
 SY1246
 SY1246                          SUPERSEDED SURVEY CONTROL
 SY1246
 SY1246  NGVD 29 (??/??/??)    7.760  (m)           25.46   (f) ADJUSTED    1 1
 SY1246
 SY1246.Superseded values are not recommended for survey control.
 SY1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1246.See file dsdata.txt to determine how the superseded data were derived.
 SY1246
 SY1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT914550(NAD 83)
 SY1246_MARKER: DB = BENCH MARK DISK
 SY1246_SETTING: 66 = SET IN ROCK OUTCROP
 SY1246_SP_SET: OUTCROP LEDGE
 SY1246_STAMPING: D 16 1931 25.289
 SY1246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY1246+STABILITY: POSITION/ELEVATION WELL
 SY1246
 SY1246  HISTORY     - Date     Condition        Report By
 SY1246  HISTORY     - 1931     MONUMENTED       CGS
 SY1246  HISTORY     - 1973     GOOD             NGS
 SY1246  HISTORY     - 1983     GOOD             USPSQD
 SY1246  HISTORY     - 1988     GOOD             USPSQD
 SY1246  HISTORY     - 1990     GOOD             USPSQD
 SY1246
 SY1246                          STATION DESCRIPTION
 SY1246
 SY1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1246'0.9 MI S FROM LILLIWAUP.
 SY1246'0.9 MILE SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1246'LILLIWAUP, AT THE SOUTHWEST END OF A CURVE, IN THE TOP OF A LEDGE
 SY1246'SLIGHTY RECESSED IN AN OUTCROP IN A CUT, 22 FEET NORTHWEST OF THE
 SY1246'CENTER LINE OF THE HIGHWAY, 261 FEET SOUTHWEST AND ACROSS THE HIGHWAY
 SY1246'FROM THE SOUTHWEST CORNER OF A PRIVATE GARAGE, 146 FEET NORTHEAST OF
 SY1246'THE SOUTHWEST END OF THE CUT, 0.8 FOOT NORTHWEST OF THE SOUTHEAST EDGE
 SY1246'OF THE LEDGE, ABOUT 4 FEET HIGHER THAN THE HIGHWAY AND 3.0 FEET ABOVE
 SY1246'THE GROUND.  SEC 30, T 23N, R 3W.
 SY1246
 SY1246                          STATION RECOVERY (1983)
 SY1246
 SY1246'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1246'RECOVERED IN GOOD CONDITION.
 SY1246
 SY1246                          STATION RECOVERY (1988)
 SY1246
 SY1246'RECOVERY NOTE BY US POWER SQUADRON 1988 (ERR)
 SY1246'RECOVERED IN GOOD CONDITION.
 SY1246
 SY1246                          STATION RECOVERY (1990)
 SY1246
 SY1246'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0391 ***********************************************************************
 SX0391  DESIGNATION -  D 18
 SX0391  PID         -  SX0391
 SX0391  STATE/COUNTY-  WA/CHELAN
 SX0391  USGS QUAD   -  LIBERTY (1989)
 SX0391
 SX0391                         *CURRENT SURVEY CONTROL
 SX0391  ___________________________________________________________________
 SX0391* NAD 83(1986)-  47 21 19.     (N)    120 39 46.     (W)     SCALED    
 SX0391* NAVD 88     -      1156.114  (meters)    3793.02   (feet)  ADJUSTED  
 SX0391  ___________________________________________________________________
 SX0391  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 SX0391  DYNAMIC HT  -        1156.052 (meters)    3792.81  (feet)  COMP
 SX0391  MODELED GRAV-     980,518.2   (mgal)                       NAVD 88
 SX0391
 SX0391  VERT ORDER  -  FIRST     CLASS II
 SX0391
 SX0391.The horizontal coordinates were scaled from a topographic map and have
 SX0391.an estimated accuracy of +/- 6 seconds.
 SX0391
 SX0391.The orthometric height was determined by differential leveling
 SX0391.and adjusted by the National Geodetic Survey in June 1991..
 SX0391
 SX0391.The geoid height was determined by GEOID03.
 SX0391
 SX0391.The dynamic height is computed by dividing the NAVD 88
 SX0391.geopotential number by the normal gravity value computed on the
 SX0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0391.degrees latitude (g = 980.6199 gals.).
 SX0391
 SX0391.The modeled gravity was interpolated from observed gravity values.
 SX0391
 SX0391;                    North         East    Units  Estimated Accuracy
 SX0391;SPC WA N     -    39,520.      512,890.      MT  (+/- 180 meters Scaled)
 SX0391
 SX0391                          SUPERSEDED SURVEY CONTROL
 SX0391
 SX0391  NGVD 29 (??/??/92) 1154.899  (m)         3789.03   (f) ADJ UNCH    1 2
 SX0391
 SX0391.Superseded values are not recommended for survey control.
 SX0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0391.See file dsdata.txt to determine how the superseded data were derived.
 SX0391
 SX0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT765472(NAD 83)
 SX0391_MARKER: DB = BENCH MARK DISK
 SX0391_SETTING: 66 = SET IN ROCK OUTCROP
 SX0391_SP_SET: ROCK WALL
 SX0391_STAMPING: 3789.182 D 18 1931
 SX0391_MARK LOGO: CGS   
 SX0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0391+STABILITY: POSITION/ELEVATION WELL
 SX0391
 SX0391  HISTORY     - Date     Condition        Report By
 SX0391  HISTORY     - 1931     MONUMENTED       CGS
 SX0391  HISTORY     - 1934     GOOD             NGS
 SX0391  HISTORY     - 1982     GOOD             NGS
 SX0391  HISTORY     - 1988     GOOD             USPSQD
 SX0391  HISTORY     - 20060903 GOOD             GEOCAC
 SX0391
 SX0391                          STATION DESCRIPTION
 SX0391
 SX0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0391'1.1 MI N FROM BLEWETT PASS.
 SX0391'IN CHELAN COUNTY, 1.1 MILES NORTH ALONG U.S. HIGHWAY 97 FROM BLEWETT
 SX0391'PASS, AT THE WEST EDGE OF THE HIGHWAY, IN THE FACE OF A ROCK WALL, AND
 SX0391'ABOUT 5 FEET ABOVE THE HIGHWAY.  A STANDARD DISK.  STAMPED 3789.182 D
 SX0391'18 1931 AND SET VERTICALLY.
 SX0391
 SX0391                          STATION RECOVERY (1982)
 SX0391
 SX0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0391'18.8 KM (11.7 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0391'CLE ELUM, THENCE 15.8 KM (9.8 MI) NORTHEAST ALONG US HIGHWAY 97,
 SX0391'THENCE 9.6 KM (6.0 MI) NORTH ALONG OLD BLEWETT ROAD, VERTICAL IN THE
 SX0391'SOUTH FACE OF A MASSIVE ROCK WALL, 1.8 KM (1.1 MI) NORTH OF THE
 SX0391'SUMMIT, 5 METERS (16.4 FT) NORTH OF THE CENTERLINE OF THE ROAD, 18
 SX0391'METERS (59 FT) WEST OF A WHITE WOODEN POST WITH NOTCHES CUT INTO IT.
 SX0391'THE MARK IS 1.5 M ABOVE THE ROAD.
 SX0391
 SX0391                          STATION RECOVERY (1988)
 SX0391
 SX0391'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0391'RECOVERED IN GOOD CONDITION.
 SX0391
 SX0391                          STATION RECOVERY (2006)
 SX0391
 SX0391'RECOVERY NOTE BY GEOCACHING 2006 (TJW)
 SX0391'DESCRIPTION IS ADEQUATE
 SX0391'N47 21.340 W120 39.746 HANDHELD COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0097 ***********************************************************************
 SX0097  DESIGNATION -  D 19
 SX0097  PID         -  SX0097
 SX0097  STATE/COUNTY-  WA/CHELAN
 SX0097  USGS QUAD   -  WENATCHEE (1987)
 SX0097
 SX0097                         *CURRENT SURVEY CONTROL
 SX0097  ___________________________________________________________________
 SX0097* NAD 83(1986)-  47 25 54.     (N)    120 18 44.     (W)     SCALED    
 SX0097* NAVD 88     -       194.334  (meters)     637.58   (feet)  ADJUSTED  
 SX0097  ___________________________________________________________________
 SX0097  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SX0097  DYNAMIC HT  -         194.353 (meters)     637.64  (feet)  COMP
 SX0097  MODELED GRAV-     980,704.5   (mgal)                       NAVD 88
 SX0097
 SX0097  VERT ORDER  -  FIRST     CLASS II
 SX0097
 SX0097.The horizontal coordinates were scaled from a topographic map and have
 SX0097.an estimated accuracy of +/- 6 seconds.
 SX0097
 SX0097.The orthometric height was determined by differential leveling
 SX0097.and adjusted by the National Geodetic Survey in June 1991..
 SX0097.WARNING-Repeat measurements at this control monument indicate possible
 SX0097.vertical movement.
 SX0097
 SX0097.The geoid height was determined by GEOID03.
 SX0097
 SX0097.The dynamic height is computed by dividing the NAVD 88
 SX0097.geopotential number by the normal gravity value computed on the
 SX0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0097.degrees latitude (g = 980.6199 gals.).
 SX0097
 SX0097.The modeled gravity was interpolated from observed gravity values.
 SX0097
 SX0097;                    North         East    Units  Estimated Accuracy
 SX0097;SPC WA N     -    48,130.      539,310.      MT  (+/- 180 meters Scaled)
 SX0097
 SX0097                          SUPERSEDED SURVEY CONTROL
 SX0097
 SX0097  NGVD 29 (??/??/92)  193.211  (m)          633.89   (f) ADJ UNCH    1 2
 SX0097
 SX0097.Superseded values are not recommended for survey control.
 SX0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0097.See file dsdata.txt to determine how the superseded data were derived.
 SX0097
 SX0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT026566(NAD 83)
 SX0097_MARKER: DB = BENCH MARK DISK
 SX0097_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 SX0097_SP_SET: DRILL HOLE IN WALL
 SX0097_STAMPING: D 19 1931 634.005
 SX0097_MARK LOGO: CGS   
 SX0097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0097+STABILITY: POSITION/ELEVATION WELL
 SX0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX0097+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1989
 SX0097
 SX0097  HISTORY     - Date     Condition        Report By
 SX0097  HISTORY     - 1931     MONUMENTED       CGS
 SX0097  HISTORY     - 1982     GOOD             NGS
 SX0097  HISTORY     - 1987     GOOD             USPSQD
 SX0097  HISTORY     - 19891122 GOOD             NGS
 SX0097  HISTORY     - 20050519 MARK NOT FOUND   USPSQD
 SX0097
 SX0097                          STATION DESCRIPTION
 SX0097
 SX0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SX0097'IN WENATCHEE.
 SX0097'AT WENATCHEE, CHELAN COUNTY, AT THE WENATCHEE WATER WORKS, 1 FOOT WEST
 SX0097'OF THE NORTHWEST ENTRANCE, IN THE CONCRETE WALL, AND 1-1/2 FEET ABOVE
 SX0097'THE SIDEWALK.  A STANDARD DISK, STAMPED 634.005 D 19 1931 AND SET
 SX0097'VERTICALLY.
 SX0097
 SX0097                          STATION RECOVERY (1982)
 SX0097
 SX0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0097'THE MARK IS 0.5 M ABOVE THE SIDEWALK.
 SX0097'3.3 KM (2.05 MI) SOUTH ALONG WENATCHEE AVENUE FROM THE CROSSING OF US
 SX0097'HIGHWAYS 97 AND 2, THENCE 0.4 KM (0.25 MI) EAST ALONG 5TH STREET , SET
 SX0097'VERTICALLY IN THE NORTHWEST CONCRETE WALL OF THE WENATCHEE WATER
 SX0097'TREATMENT PLANT, 13 METERS (42.7 FT) SOUTH OF THE CENTERLINE OF THE
 SX0097'STREET, 1.3 METERS (4.3 FT) WEST OF THE CENTER OF THE NORTHWEST
 SX0097'ENTRANCE.
 SX0097
 SX0097                          STATION RECOVERY (1987)
 SX0097
 SX0097'RECOVERY NOTE BY US POWER SQUADRON 1987 (RTS)
 SX0097'RECOVERED IN GOOD CONDITION.
 SX0097
 SX0097                          STATION RECOVERY (1989)
 SX0097
 SX0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SX0097'THE STATION IS LOCATED ABOUT 59.6 KM (37.0 MI) WEST-NORTHWEST OF
 SX0097'EPHRATA, 51.5 KM (32.0 MI) NORTH-NORTHEAST OF ELLENSBURG, 38.6 KM
 SX0097'(24.0 MI) NORTHWEST OF QUINCY, 29.0 KM (18.0 MI) SOUTHEAST OF
 SX0097'PESHASTIN AND AT THE RIVER FRONT PARK IN WENATCHEE.
 SX0097'TO REACH FROM THE JUNCTION OF US HIGHWAYS 2 AND 97 AND WENATCHEE
 SX0097'AVENUE, BUSINESS ROUTE 2, GO SOUTHEAST ON WENATCHEE AVENUE FOR 3.22
 SX0097'KM (2.00 MI) TO THE INTERSECTION OF FIFTH STREET.  TURN LEFT AND GO
 SX0097'NORTHEAST ON FIFTH STREET FOR 0.40 KM (0.25 MI) TO THE ENTRANCE TO
 SX0097'RIVER FRON PARK AND THE ABANDONED WATER PLANT ON THE RIGHT.
 SX0097'THE MARK IS SET IN A  DRILL HOLE IN THE NORTHWEST FACE OF THE
 SX0097'BUILDING.  IT IS 13.1 M (43.0 FT) SOUTH OF THE CENTER OF THE ENTRANCE
 SX0097'ROAD, 1.3 M (4.3 FT) WEST OF THE CENTER OF THE MAIN ENTRANCE AND 0.5
 SX0097'M (1.6 FT) ABOVE THE SIDEWALK.
 SX0097
 SX0097                          STATION RECOVERY (2005)
 SX0097
 SX0097'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 SX0097'IT APPEARS THAT THE OLD WATER PLANT BUILDING HAS BEEN TORN DOWN TO
 SX0097'MAKE WAY FOR THE NEW RIVER FRONT PARK MULTI STORY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0053 ***********************************************************************
 SB0053  DESIGNATION -  D 2
 SB0053  PID         -  SB0053
 SB0053  STATE/COUNTY-  WA/YAKIMA
 SB0053  USGS QUAD   -  YAKIMA EAST (1985)
 SB0053
 SB0053                         *CURRENT SURVEY CONTROL
 SB0053  ___________________________________________________________________
 SB0053* NAD 83(1986)-  46 32 07.     (N)    120 28 23.     (W)     SCALED    
 SB0053* NAVD 88     -       291.305  (meters)     955.72   (feet)  ADJUSTED  
 SB0053  ___________________________________________________________________
 SB0053  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SB0053  DYNAMIC HT  -         291.306 (meters)     955.73  (feet)  COMP
 SB0053  MODELED GRAV-     980,611.0   (mgal)                       NAVD 88
 SB0053
 SB0053  VERT ORDER  -  FIRST     CLASS II
 SB0053
 SB0053.The horizontal coordinates were scaled from a topographic map and have
 SB0053.an estimated accuracy of +/- 6 seconds.
 SB0053
 SB0053.The orthometric height was determined by differential leveling
 SB0053.and adjusted by the National Geodetic Survey in June 1991..
 SB0053
 SB0053.The geoid height was determined by GEOID03.
 SB0053
 SB0053.The dynamic height is computed by dividing the NAVD 88
 SB0053.geopotential number by the normal gravity value computed on the
 SB0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0053.degrees latitude (g = 980.6199 gals.).
 SB0053
 SB0053.The modeled gravity was interpolated from observed gravity values.
 SB0053
 SB0053;                    North         East    Units  Estimated Accuracy
 SB0053;SPC WA S     -   133,600.      502,070.      MT  (+/- 180 meters Scaled)
 SB0053
 SB0053                          SUPERSEDED SURVEY CONTROL
 SB0053
 SB0053  NGVD 29 (??/??/92)  290.242  (m)          952.24   (f) ADJ UNCH    1 2
 SB0053
 SB0053.Superseded values are not recommended for survey control.
 SB0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0053.See file dsdata.txt to determine how the superseded data were derived.
 SB0053
 SB0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS937566(NAD 83)
 SB0053_MARKER: Q = CHISELED SQUARE
 SB0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0053_SP_SET: ABUTMENT
 SB0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0053
 SB0053  HISTORY     - Date     Condition        Report By
 SB0053  HISTORY     - UNK      MONUMENTED       CGS
 SB0053  HISTORY     - 1962     GOOD             NGS
 SB0053
 SB0053                          STATION DESCRIPTION
 SB0053
 SB0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0053'2.0 MI N FROM PARKER.
 SB0053'2.0 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0053'PARKER, YAKIMA COUNTY, AT THE SOUTHWEST CORNER OF BRIDGE NO. 85 OVER
 SB0053'AHTANUM CREEK, IN THE TOP OF A PROJECTION FROM THE ABUTMENT, 3.5 FEET
 SB0053'WEST OF THE WEST RAIL, AND 2.8 FEET BELOW THE LEVEL OF THE TRACK. THE
 SB0053'BOTTOM OF A SQUARE HOLE, SURROUNDED BY LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1383 ***********************************************************************
 SC1383  DESIGNATION -  D 2 2
 SC1383  PID         -  SC1383
 SC1383  STATE/COUNTY-  WA/COWLITZ
 SC1383  USGS QUAD   -  KALAMA (1990)
 SC1383
 SC1383                         *CURRENT SURVEY CONTROL
 SC1383  ___________________________________________________________________
 SC1383* NAD 83(1991)-  46 02 24.27925(N)    122 52 28.11228(W)     ADJUSTED  
 SC1383* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC1383  ___________________________________________________________________
 SC1383  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 SC1383  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 SC1383
 SC1383  HORZ ORDER  -  THIRD
 SC1383
 SC1383.The horizontal coordinates were established by classical geodetic methods
 SC1383.and adjusted by the National Geodetic Survey in December 1991..
 SC1383.No horizontal observational check was made to the station.
 SC1383
 SC1383.The orthometric height was scaled from a topographic map.
 SC1383
 SC1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1383
 SC1383.The geoid height was determined by GEOID03.
 SC1383
 SC1383;                    North         East     Units Scale Factor Converg.
 SC1383;SPC WA S     -    81,320.808   316,233.323   MT  0.99995954   -1 43 29.3
 SC1383;SPC WA S     -   266,800.02  1,037,508.83   sFT  0.99995954   -1 43 29.3
 SC1383;SPC OR N     -   266,450.274 2,316,222.670   MT  1.00001044   -1 41 02.2
 SC1383;SPC OR N     -   874,180.69  7,599,155.74   iFT  1.00001044   -1 41 02.2
 SC1383;UTM  10      - 5,098,508.059   509,712.622   MT  0.99960116   +0 05 25.3
 SC1383
 SC1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1383!SPC WA S     -   1.00000278  x   0.99995954  =   0.99996232
 SC1383!SPC OR N     -   1.00000278  x   1.00001044  =   1.00001322
 SC1383!UTM  10      -   1.00000278  x   0.99960116  =   0.99960394
 SC1383
 SC1383|---------------------------------------------------------------------|
 SC1383| PID    Reference Object                     Distance      Geod. Az  |
 SC1383|                                                           dddmmss.s |
 SC1383| CE3052 D 2 2 RM 1                           18.030 METERS 03805     |
 SC1383| CE3683 KAL SPORT CLUB RM 1                  13.296 METERS 13321     |
 SC1383| SC1487 COFFIN ROCK USE 1912                APPROX. 0.9 KM 2162041.3 |
 SC1383| SC1499 TROJAN NUCLEAR PLT MET TWR          APPROX. 1.1 KM 2230349.7 |
 SC1383| SC1483 D 1                                 APPROX. 0.6 KM 2473304.1 |
 SC1383| SC1372 D 2                                  24.423 METERS 32559     |
 SC1383|---------------------------------------------------------------------|
 SC1383
 SC1383                          SUPERSEDED SURVEY CONTROL
 SC1383
 SC1383  NAD 83(1991)-  46 02 24.27925(N)    122 52 28.11228(W) AD(       ) 3
 SC1383  NAD 83(1986)-  46 02 24.29507(N)    122 52 28.10746(W) AD(       ) 3
 SC1383  NAD 27      -  46 02 24.88533(N)    122 52 23.72161(W) AD(       ) 3
 SC1383
 SC1383.Superseded values are not recommended for survey control.
 SC1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1383.See file dsdata.txt to determine how the superseded data were derived.
 SC1383
 SC1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0971398508(NAD 83)
 SC1383_MARKER: DH = HORIZONTAL CONTROL DISK
 SC1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1383_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SC1383
 SC1383  HISTORY     - Date     Condition        Report By
 SC1383  HISTORY     - 1979     MONUMENTED       NGS
 SC1383  HISTORY     - 20040404 MARK NOT FOUND   USPSQD
 SC1383
 SC1383                          STATION DESCRIPTION
 SC1383
 SC1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SC1383'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF KLAMA, 1 MILE SOUTH
 SC1383'SOUTHEAST OF PRESCOTT, ON THE EAST BANK OF THE COLUMBIA RIVER AT A
 SC1383'POINT JUST EAST OF THE TROJAN NUCLEAR POWER PLANT.
 SC1383'
 SC1383'TO REACH THE STATION FROM THE KLAMA RIVER ROAD ABOUT 1 MILE NORTH OF
 SC1383'KLAMA ON INTERSTATE HIGHWAY 5, GO WEST ON KLAMA RIVER ROAD FOR 0.3
 SC1383'MILE, CROSSING OVER THE RAILROAD TRACK, TO A T-INTERSECTION.  TURN
 SC1383'RIGHT AND GO NORTH ON THE SURFACED ROAD FOR 0.1 MILE TO A CATTLE
 SC1383'GUARD.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.05 MILE TO A
 SC1383'REVERSE FORK.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.4
 SC1383'MILE TO THE RIVER AND A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 SC1383'ALONG THE EAST SIDE OF THE RIVER FOR 0.15 MILE TO A POINT JUST ACROSS
 SC1383'THE RIVER FROM THE TROJAN NUCLEAR POWER PLANT AND THE MARK ON THE
 SC1383'LEFT BETWEEN THE ROAD AND THE RIVER.
 SC1383'
 SC1383'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED ---D
 SC1383'2 USE 2 1979--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM
 SC1383'(10 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 9.1 METERS (30
 SC1383'FEET) S FROM A 16 INCH WILLOW TREE, 4.9 METERS (16 FEET) E FROM A
 SC1383'LARGE LOG AT THE EDGE OF THE RIVER, AND 5.2 METERS (17 FEET) W FROM
 SC1383'THE CENTER OF THE ROAD.
 SC1383'
 SC1383'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1383'STAMPED ---D 2 USE 2 1979--- SET INTO AN IRREGULAR MASS OF CONCRETE
 SC1383'1.07 METERS (3.5 FEET) BELOW THE SURFACE.
 SC1383'
 SC1383'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SC1383'STAMPED ---D 2 USE 2 NO 1 1979--- SET INTO THE TOP OF A ROUND
 SC1383'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 SC1383'LOCATED 7.6 METERS (25 FEET) E FROM THE CENTER OF THE ROAD, 2.7
 SC1383'METERS (9 FEET) S FROM A 30 INCH TREE, 0.9 METER (3 FEET) E FROM A
 SC1383'METAL WITNESS POST, AND 1.5 METERS (5 FEET) LOWER THAN THE STATION.
 SC1383'
 SC1383'REFERENCE MARK NO. 2 IS A STANDARD US DEPARTMENT OF DEFENSE DISK
 SC1383'STAMPED ---KAL SPORT CLUB RM 1 1971--- SET INTO THE TOP OF A SQUARE
 SC1383'CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE FLUSH WITH THE GROUND
 SC1383'LOCATED 4.0 METERS (13 FEET) N FROM A 12 INCH TREE WITH TRIANGLE
 SC1383'BLAZE, 3.7 METERS (12 FEET) E FROM THE CENTER OF THE ROAD, 0.3 METER
 SC1383'(1 FOOT) W FROM MWP, AND 0.15 METER (0.5 FOOT) HIGHER THAN THE
 SC1383'STATION.
 SC1383'
 SC1383'NO AZIMUTH ESTABLISHED DUE TO THE DENSITY OF THE CONTROL.
 SC1383
 SC1383                          STATION RECOVERY (2004)
 SC1383
 SC1383'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0837 ***********************************************************************
 SW0837  DESIGNATION -  D 20
 SW0837  PID         -  SW0837
 SW0837  STATE/COUNTY-  WA/OKANOGAN
 SW0837  USGS QUAD   -  AZWELL (1987)
 SW0837
 SW0837                         *CURRENT SURVEY CONTROL
 SW0837  ___________________________________________________________________
 SW0837* NAD 83(1986)-  47 58 28.     (N)    119 53 14.     (W)     SCALED    
 SW0837* NAVD 88     -       237.301  (meters)     778.54   (feet)  ADJUSTED  
 SW0837  ___________________________________________________________________
 SW0837  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SW0837  DYNAMIC HT  -         237.334 (meters)     778.65  (feet)  COMP
 SW0837  MODELED GRAV-     980,747.2   (mgal)                       NAVD 88
 SW0837
 SW0837  VERT ORDER  -  FIRST     CLASS II
 SW0837
 SW0837.The horizontal coordinates were scaled from a topographic map and have
 SW0837.an estimated accuracy of +/- 6 seconds.
 SW0837
 SW0837.The orthometric height was determined by differential leveling
 SW0837.and adjusted by the National Geodetic Survey in June 1991..
 SW0837
 SW0837.The geoid height was determined by GEOID03.
 SW0837
 SW0837.The dynamic height is computed by dividing the NAVD 88
 SW0837.geopotential number by the normal gravity value computed on the
 SW0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0837.degrees latitude (g = 980.6199 gals.).
 SW0837
 SW0837.The modeled gravity was interpolated from observed gravity values.
 SW0837
 SW0837;                    North         East    Units  Estimated Accuracy
 SW0837;SPC WA N     -   108,780.      570,630.      MT  (+/- 180 meters Scaled)
 SW0837
 SW0837                          SUPERSEDED SURVEY CONTROL
 SW0837
 SW0837  NGVD 29 (??/??/92)  236.076  (m)          774.53   (f) ADJ UNCH    1 2
 SW0837
 SW0837.Superseded values are not recommended for survey control.
 SW0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0837.See file dsdata.txt to determine how the superseded data were derived.
 SW0837
 SW0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP845174(NAD 83)
 SW0837_MARKER: DB = BENCH MARK DISK
 SW0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SW0837_SP_SET: ABUTMENT
 SW0837_STAMPING: D 20 1931
 SW0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0837
 SW0837  HISTORY     - Date     Condition        Report By
 SW0837  HISTORY     - 1931     MONUMENTED       CGS
 SW0837  HISTORY     - 1934     GOOD             NGS
 SW0837  HISTORY     - 1968     MARK NOT FOUND   USGS
 SW0837  HISTORY     - 1982     MARK NOT FOUND   NGS
 SW0837
 SW0837                          STATION DESCRIPTION
 SW0837
 SW0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0837'6.4 MI S FROM PATEROS.
 SW0837'ABOUT 6.4 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SW0837'STATION AT PATEROS, OKANOGAN COUNTY, AT MILEAGE 52.5, AT A PLATE
 SW0837'GIRDER BRIDGE OVER U.S. HIGHWAY 97 AND IN THE TOP OF THE WEST END OF
 SW0837'THE SOUTH CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED D 20 1931.
 SW0837
 SW0837                          STATION RECOVERY (1968)
 SW0837
 SW0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 SW0837'MARK NOT FOUND.
 SW0837
 SW0837                          STATION RECOVERY (1982)
 SW0837
 SW0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0837'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0838 ***********************************************************************
 SW0838  DESIGNATION -  D 20 RESET 1964
 SW0838  PID         -  SW0838
 SW0838  STATE/COUNTY-  WA/OKANOGAN
 SW0838  USGS QUAD   -  AZWELL (1987)
 SW0838
 SW0838                         *CURRENT SURVEY CONTROL
 SW0838  ___________________________________________________________________
 SW0838* NAD 83(1986)-  47 58 27.     (N)    119 53 14.     (W)     SCALED    
 SW0838* NAVD 88     -       245.13   (+/-2cm)     804.2    (feet)  VERTCON   
 SW0838  ___________________________________________________________________
 SW0838  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SW0838
 SW0838  VERT ORDER  -  THIRD (See Below)
 SW0838
 SW0838.The horizontal coordinates were scaled from a topographic map and have
 SW0838.an estimated accuracy of +/- 6 seconds.
 SW0838
 SW0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0838.The vertical order pertains to the NGVD 29 superseded value.
 SW0838
 SW0838.The geoid height was determined by GEOID03.
 SW0838
 SW0838;                    North         East    Units  Estimated Accuracy
 SW0838;SPC WA N     -   108,740.      570,630.      MT  (+/- 180 meters Scaled)
 SW0838
 SW0838                          SUPERSEDED SURVEY CONTROL
 SW0838
 SW0838  NGVD 29 (12/17/02)  243.90   (m)          800.2    (f) RESET       3  
 SW0838
 SW0838.Superseded values are not recommended for survey control.
 SW0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0838.See file dsdata.txt to determine how the superseded data were derived.
 SW0838
 SW0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKP845174(NAD 83)
 SW0838_MARKER: DB = BENCH MARK DISK
 SW0838_SETTING: 80 = SET IN A BOULDER
 SW0838_SP_SET: BOULDER
 SW0838_STAMPING: D 20 RESET 1964
 SW0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0838+STABILITY: SURFACE MOTION
 SW0838
 SW0838  HISTORY     - Date     Condition        Report By
 SW0838  HISTORY     - 1964     MONUMENTED       GNRR
 SW0838  HISTORY     - 1969     GOOD             NGS
 SW0838
 SW0838                          STATION DESCRIPTION
 SW0838
 SW0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 SW0838'6.25 MI S FROM PATEROS.
 SW0838'THE MARK IS 5.4 MILES SOUTH ALONG U.S. HIGHWAY 97 FROM THE JUNCTION OF
 SW0838'U.S. HIGHWAY 97 AND STATE HIGHWAY 153, (THIS INTERSECTION IS ABOUT 1/2
 SW0838'MILE SOUTH OF PATEROS), ABOUT 100 YARDS SOUTHWEST OF THE NEW HIGHWAY,
 SW0838'200 YARDS NORTHWEST ALONG THE OLD HIGHWAY FROM THE SOUTH END OF THE
 SW0838'GUARDRAIL WHERE THE OLD AND NEW HIGHWAYS MEET, 47 FEET SOUTHWEST OF
 SW0838'THE CENTER OF THE OLD HIGHWAY, 25 FEET NORTHWEST OF A GUYED POWER POLE
 SW0838'WHERE THE POWERLINE GOES UNDERGROUND, 29 FEET SOUTHWEST OF A WIRE
 SW0838'FENCE WITH METAL POSTS, 2 FEET NORTHEAST OF A 10-FOOT HIGH BLUEBERRY
 SW0838'BUSH, ON THE NORTHWESTERN SIDE OF A GRASSY AREA BETWEEN TWO
 SW0838'DEPRESSIONS AND ABOUT LEVEL WITH THE OLD HIGHWAY. THE DISK IS SET IN A
 SW0838'DARK-COLORED, GRANITE BOULDER WHICH HAS A 5X3-FOOT PORTION EXPOSED AND
 SW0838'PROJECTS ABOUT 18 INCHES ON THE NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0145 ***********************************************************************
 SC0145  DESIGNATION -  D 202
 SC0145  PID         -  SC0145
 SC0145  STATE/COUNTY-  WA/COWLITZ
 SC0145  USGS QUAD   -  KELSO (1990)
 SC0145
 SC0145                         *CURRENT SURVEY CONTROL
 SC0145  ___________________________________________________________________
 SC0145* NAD 83(1986)-  46 08 52.     (N)    122 57 58.     (W)     SCALED    
 SC0145* NAVD 88     -         2.945  (meters)       9.66   (feet)  ADJUSTED  
 SC0145  ___________________________________________________________________
 SC0145  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 SC0145  DYNAMIC HT  -           2.945 (meters)       9.66  (feet)  COMP
 SC0145  MODELED GRAV-     980,712.6   (mgal)                       NAVD 88
 SC0145
 SC0145  VERT ORDER  -  FIRST     CLASS II
 SC0145
 SC0145.The horizontal coordinates were scaled from a topographic map and have
 SC0145.an estimated accuracy of +/- 6 seconds.
 SC0145
 SC0145.The orthometric height was determined by differential leveling
 SC0145.and adjusted by the National Geodetic Survey in June 1991..
 SC0145
 SC0145.The geoid height was determined by GEOID03.
 SC0145
 SC0145.The dynamic height is computed by dividing the NAVD 88
 SC0145.geopotential number by the normal gravity value computed on the
 SC0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0145.degrees latitude (g = 980.6199 gals.).
 SC0145
 SC0145.The modeled gravity was interpolated from observed gravity values.
 SC0145
 SC0145;                    North         East    Units  Estimated Accuracy
 SC0145;SPC WA S     -    93,500.      309,520.      MT  (+/- 180 meters Scaled)
 SC0145
 SC0145                          SUPERSEDED SURVEY CONTROL
 SC0145
 SC0145  NGVD 29 (??/??/92)    2.005  (m)            6.58   (f) ADJ UNCH    1 2
 SC0145
 SC0145.Superseded values are not recommended for survey control.
 SC0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0145.See file dsdata.txt to determine how the superseded data were derived.
 SC0145
 SC0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES026104(NAD 83)
 SC0145_MARKER: DB = BENCH MARK DISK
 SC0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0145_SP_SET: POLE BASE
 SC0145_STAMPING: D 202 1941
 SC0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0145
 SC0145  HISTORY     - Date     Condition        Report By
 SC0145  HISTORY     - 1941     MONUMENTED       CGS
 SC0145  HISTORY     - 1952     MARK NOT FOUND   USGS
 SC0145  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC0145
 SC0145                          STATION DESCRIPTION
 SC0145
 SC0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 SC0145'2.5 MI W FROM LONGVIEW.
 SC0145'ABOUT 2.5 MILES WEST OF COWLITZ RIVER DRAWBRIDGE, COWLITZ COUNTY, ON
 SC0145'U.S. 830, AT THE W.D. TACKLEY TEXECO STATION (32D AND OCEAN BEACH
 SC0145'HIGHWAY), 55 FEET WEST CENTER OF GAS PUMP ISLAND, 27 FEET EAST OF EAST
 SC0145'END OF HIGHWAY BRIDGE OVER SLOUGH, 40 FEET SOUTH OF U.S. 830
 SC0145'CENTERLINE, IN 3- BY 3-FOOT BASE OF TEXECO SIGN POST.
 SC0145
 SC0145                          STATION RECOVERY (1952)
 SC0145
 SC0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC0145'MARK NOT FOUND.
 SC0145
 SC0145                          STATION RECOVERY (1989)
 SC0145
 SC0145'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0521 ***********************************************************************
 SA0521  DESIGNATION -  D 204
 SA0521  PID         -  SA0521
 SA0521  STATE/COUNTY-  WA/WALLA WALLA
 SA0521  USGS QUAD   -  SLATER (1991)
 SA0521
 SA0521                         *CURRENT SURVEY CONTROL
 SA0521  ___________________________________________________________________
 SA0521* NAD 83(1986)-  46 13 04.     (N)    118 45 54.     (W)     SCALED    
 SA0521* NAVD 88     -       270.094  (meters)     886.13   (feet)  ADJUSTED  
 SA0521  ___________________________________________________________________
 SA0521  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SA0521  DYNAMIC HT  -         270.092 (meters)     886.13  (feet)  COMP
 SA0521  MODELED GRAV-     980,600.4   (mgal)                       NAVD 88
 SA0521
 SA0521  VERT ORDER  -  SECOND    CLASS 0
 SA0521
 SA0521.The horizontal coordinates were scaled from a topographic map and have
 SA0521.an estimated accuracy of +/- 6 seconds.
 SA0521
 SA0521.The orthometric height was determined by differential leveling
 SA0521.and adjusted by the National Geodetic Survey in June 1991..
 SA0521
 SA0521.The geoid height was determined by GEOID03.
 SA0521
 SA0521.The dynamic height is computed by dividing the NAVD 88
 SA0521.geopotential number by the normal gravity value computed on the
 SA0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0521.degrees latitude (g = 980.6199 gals.).
 SA0521
 SA0521.The modeled gravity was interpolated from observed gravity values.
 SA0521
 SA0521;                    North         East    Units  Estimated Accuracy
 SA0521;SPC WA S     -    99,780.      633,850.      MT  (+/- 180 meters Scaled)
 SA0521
 SA0521                          SUPERSEDED SURVEY CONTROL
 SA0521
 SA0521  NGVD 29 (??/??/92)  269.078  (m)          882.80   (f) ADJ UNCH    2 0
 SA0521
 SA0521.Superseded values are not recommended for survey control.
 SA0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0521.See file dsdata.txt to determine how the superseded data were derived.
 SA0521
 SA0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM638197(NAD 83)
 SA0521_MARKER: DB = BENCH MARK DISK
 SA0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0521_SP_SET: IRON PIPE
 SA0521_STAMPING: D 204 1949
 SA0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0521
 SA0521  HISTORY     - Date     Condition        Report By
 SA0521  HISTORY     - 1949     MONUMENTED       CGS
 SA0521  HISTORY     - 1952     GOOD             NGS
 SA0521  HISTORY     - 19900618 MARK NOT FOUND   USPSQD
 SA0521
 SA0521                          STATION DESCRIPTION
 SA0521
 SA0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SA0521'9.3 MI SW FROM EUREKA.
 SA0521'9.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0521'STATION AT EUREKA, ON THE OUTSIDE OF A WIDE CURVE, 153 1/2 FEET
 SA0521'SOUTHWEST OF MILE POST 24, 17.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 SA0521'5.1 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE TRACK,
 SA0521'AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT
 SA0521'ABOVE THE GROUND.
 SA0521
 SA0521                          STATION RECOVERY (1990)
 SA0521
 SA0521'RECOVERY NOTE BY US POWER SQUADRON 1990 (AJ)
 SA0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0192 ***********************************************************************
 SW0192  DESIGNATION -  D 205
 SW0192  PID         -  SW0192
 SW0192  STATE/COUNTY-  WA/LINCOLN
 SW0192  USGS QUAD   -  LAMONA (1969)
 SW0192
 SW0192                         *CURRENT SURVEY CONTROL
 SW0192  ___________________________________________________________________
 SW0192* NAD 83(1986)-  47 21 52.     (N)    118 26 34.     (W)     SCALED    
 SW0192* NAVD 88     -       568.682  (meters)    1865.75   (feet)  ADJUSTED  
 SW0192  ___________________________________________________________________
 SW0192  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 SW0192  DYNAMIC HT  -         568.709 (meters)    1865.84  (feet)  COMP
 SW0192  MODELED GRAV-     980,641.8   (mgal)                       NAVD 88
 SW0192
 SW0192  VERT ORDER  -  SECOND    CLASS 0
 SW0192
 SW0192.The horizontal coordinates were scaled from a topographic map and have
 SW0192.an estimated accuracy of +/- 6 seconds.
 SW0192
 SW0192.The orthometric height was determined by differential leveling
 SW0192.and adjusted by the National Geodetic Survey in June 1991..
 SW0192
 SW0192.The geoid height was determined by GEOID03.
 SW0192
 SW0192.The dynamic height is computed by dividing the NAVD 88
 SW0192.geopotential number by the normal gravity value computed on the
 SW0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0192.degrees latitude (g = 980.6199 gals.).
 SW0192
 SW0192.The modeled gravity was interpolated from observed gravity values.
 SW0192
 SW0192;                    North         East    Units  Estimated Accuracy
 SW0192;SPC WA N     -    43,330.      680,550.      MT  (+/- 180 meters Scaled)
 SW0192
 SW0192                          SUPERSEDED SURVEY CONTROL
 SW0192
 SW0192  NGVD 29 (??/??/92)  567.548  (m)         1862.03   (f) ADJ UNCH    2 0
 SW0192
 SW0192.Superseded values are not recommended for survey control.
 SW0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0192.See file dsdata.txt to determine how the superseded data were derived.
 SW0192
 SW0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN910466(NAD 83)
 SW0192_MARKER: DB = BENCH MARK DISK
 SW0192_SETTING: 66 = SET IN ROCK OUTCROP
 SW0192_SP_SET: LAVA OUTCROP
 SW0192_STAMPING: D 205 1960
 SW0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0192+STABILITY: POSITION/ELEVATION WELL
 SW0192
 SW0192  HISTORY     - Date     Condition        Report By
 SW0192  HISTORY     - 1960     MONUMENTED       CGS
 SW0192  HISTORY     - 1968     GOOD             NGS
 SW0192
 SW0192                          STATION DESCRIPTION
 SW0192
 SW0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0192'2.0 MI E FROM LAMONA.
 SW0192'THE MARK IS 46 FEET NORTH OF THE NORTH RAIL, 36 FEET NORTH OF MILEPOST
 SW0192'1541, 12 FEET NORTH OF THE RIGHT-OF-WAY FENCE, ACROSS THE TRACK FROM
 SW0192'THE WEST END OF A 7-FOOT HIGH LAVA CLIFF, 2 FEET WEST OF A METAL
 SW0192'WITNESS POST.  A STANDARD DISK SET IN A 1X4 FOOT LAVAL OUTCROP WHICH
 SW0192'PROJECTS 4 INCHES AND IS 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1123 ***********************************************************************
 RB1123  DESIGNATION -  D 208
 RB1123  PID         -  RB1123
 RB1123  STATE/COUNTY-  WA/BENTON
 RB1123  USGS QUAD   -  PATERSON (1993)
 RB1123
 RB1123                         *CURRENT SURVEY CONTROL
 RB1123  ___________________________________________________________________
 RB1123* NAD 83(1986)-  45 55 47.     (N)    119 34 10.     (W)     SCALED    
 RB1123* NAVD 88     -        81.88   (+/-2cm)     268.6    (feet)  VERTCON   
 RB1123  ___________________________________________________________________
 RB1123  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 RB1123
 RB1123  VERT ORDER  -  ? (See Below)
 RB1123
 RB1123.The horizontal coordinates were scaled from a topographic map and have
 RB1123.an estimated accuracy of +/- 6 seconds.
 RB1123
 RB1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1123.The vertical order pertains to the NGVD 29 superseded value.
 RB1123
 RB1123.The geoid height was determined by GEOID03.
 RB1123
 RB1123;                    North         East    Units  Estimated Accuracy
 RB1123;SPC WA S     -    66,720.      572,170.      MT  (+/- 180 meters Scaled)
 RB1123
 RB1123                          SUPERSEDED SURVEY CONTROL
 RB1123
 RB1123  NGVD 29 (??/??/92)   80.860  (m)          265.29   (f) ADJ UNCH    ?  
 RB1123
 RB1123.Superseded values are not recommended for survey control.
 RB1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1123.See file dsdata.txt to determine how the superseded data were derived.
 RB1123
 RB1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL007894(NAD 83)
 RB1123_MARKER: DD = SURVEY DISK
 RB1123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB1123_SP_SET: WEIR
 RB1123_STAMPING: D 208
 RB1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB1123
 RB1123  HISTORY     - Date     Condition        Report By
 RB1123  HISTORY     - UNK      MONUMENTED       USE
 RB1123  HISTORY     - 1968     MARK NOT FOUND   NGS
 RB1123
 RB1123                          STATION DESCRIPTION
 RB1123
 RB1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RB1123'1.2 MI E FROM PATERSON.
 RB1123'1.2 MILES EAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RB1123'THE STATION AT PATERSON, BENTON COUNTY, AT MILEAGE POST 181.8, 20 FEET
 RB1123'SOUTH OF THE TRACK, 3 FEET SOUTH OF THE SOUTH RAILROAD RIGHT-OF-WAY
 RB1123'FENCE, AND IN AN IRRIGATION WEIR.  A CORPS OF ENGINEERS, U.S. ARMY,
 RB1123'STANDARD DISK.  NOTE -- PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0521 ***********************************************************************
 TP0521  DESIGNATION -  D 21
 TP0521  PID         -  TP0521
 TP0521  STATE/COUNTY-  WA/OKANOGAN
 TP0521  USGS QUAD   -  OMAK (1993)
 TP0521
 TP0521                         *CURRENT SURVEY CONTROL
 TP0521  ___________________________________________________________________
 TP0521* NAD 83(1986)-  48 22 56.     (N)    119 32 48.     (W)     SCALED    
 TP0521* NAVD 88     -       260.181  (meters)     853.61   (feet)  ADJUSTED  
 TP0521  ___________________________________________________________________
 TP0521  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TP0521  DYNAMIC HT  -         260.221 (meters)     853.74  (feet)  COMP
 TP0521  MODELED GRAV-     980,760.3   (mgal)                       NAVD 88
 TP0521
 TP0521  VERT ORDER  -  FIRST     CLASS II
 TP0521
 TP0521.The horizontal coordinates were scaled from a topographic map and have
 TP0521.an estimated accuracy of +/- 6 seconds.
 TP0521
 TP0521.The orthometric height was determined by differential leveling
 TP0521.and adjusted by the National Geodetic Survey in June 1991..
 TP0521
 TP0521.The geoid height was determined by GEOID03.
 TP0521
 TP0521.The dynamic height is computed by dividing the NAVD 88
 TP0521.geopotential number by the normal gravity value computed on the
 TP0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0521.degrees latitude (g = 980.6199 gals.).
 TP0521
 TP0521.The modeled gravity was interpolated from observed gravity values.
 TP0521
 TP0521;                    North         East    Units  Estimated Accuracy
 TP0521;SPC WA N     -   154,480.      595,300.      MT  (+/- 180 meters Scaled)
 TP0521
 TP0521                          SUPERSEDED SURVEY CONTROL
 TP0521
 TP0521  NGVD 29 (??/??/92)  258.906  (m)          849.43   (f) ADJ UNCH    1 2
 TP0521
 TP0521.Superseded values are not recommended for survey control.
 TP0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0521.See file dsdata.txt to determine how the superseded data were derived.
 TP0521
 TP0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP114619(NAD 83)
 TP0521_MARKER: DB = BENCH MARK DISK
 TP0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0521_STAMPING: 849.660 D 21 1931
 TP0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0521+STABILITY: SURFACE MOTION
 TP0521
 TP0521  HISTORY     - Date     Condition        Report By
 TP0521  HISTORY     - 1931     MONUMENTED       CGS
 TP0521  HISTORY     - 1934     GOOD             NGS
 TP0521  HISTORY     - 1972     GOOD             LOCENG
 TP0521  HISTORY     - 1975     MARK NOT FOUND   USGS
 TP0521  HISTORY     - 1981     MARK NOT FOUND   NGS
 TP0521
 TP0521                          STATION DESCRIPTION
 TP0521
 TP0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TP0521'2.0 MI NE FROM OKANOGAN.
 TP0521'2.0 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TP0521'AT OKANOGAN, OKANOGAN COUNTY, AT MILEAGE 93.5, 23 RAILS SOUTHWEST OF
 TP0521'THE YARD-LIMIT SIGN, 48 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 TP0521'1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND AT THE TOP OF A LONG
 TP0521'5-FOOT EARTH CUT.  A STANDARD DISK, STAMPED 849.660 D 21 1931 AND SET
 TP0521'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 TP0521
 TP0521                          STATION RECOVERY (1972)
 TP0521
 TP0521'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 TP0521'RECOVERED IN GOOD CONDITION.
 TP0521
 TP0521                          STATION RECOVERY (1975)
 TP0521
 TP0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP0521'MARK NOT FOUND.
 TP0521
 TP0521                          STATION RECOVERY (1981)
 TP0521
 TP0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0521'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0424 ***********************************************************************
 SA0424  DESIGNATION -  D 211
 SA0424  PID         -  SA0424
 SA0424  STATE/COUNTY-  WA/FRANKLIN
 SA0424  USGS QUAD   -  HUMORIST (1992)
 SA0424
 SA0424                         *CURRENT SURVEY CONTROL
 SA0424  ___________________________________________________________________
 SA0424* NAD 83(1986)-  46 14 42.     (N)    118 56 24.     (W)     SCALED    
 SA0424* NAVD 88     -       122.566  (meters)     402.12   (feet)  ADJUSTED  
 SA0424  ___________________________________________________________________
 SA0424  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SA0424  DYNAMIC HT  -         122.568 (meters)     402.13  (feet)  COMP
 SA0424  MODELED GRAV-     980,631.7   (mgal)                       NAVD 88
 SA0424
 SA0424  VERT ORDER  -  SECOND    CLASS 0
 SA0424
 SA0424.The horizontal coordinates were scaled from a topographic map and have
 SA0424.an estimated accuracy of +/- 6 seconds.
 SA0424
 SA0424.The orthometric height was determined by differential leveling
 SA0424.and adjusted by the National Geodetic Survey in June 1991..
 SA0424
 SA0424.The geoid height was determined by GEOID03.
 SA0424
 SA0424.The dynamic height is computed by dividing the NAVD 88
 SA0424.geopotential number by the normal gravity value computed on the
 SA0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0424.degrees latitude (g = 980.6199 gals.).
 SA0424
 SA0424.The modeled gravity was interpolated from observed gravity values.
 SA0424
 SA0424;                    North         East    Units  Estimated Accuracy
 SA0424;SPC WA S     -   102,520.      620,290.      MT  (+/- 180 meters Scaled)
 SA0424
 SA0424                          SUPERSEDED SURVEY CONTROL
 SA0424
 SA0424  NGVD 29 (??/??/92)  121.539  (m)          398.75   (f) ADJ UNCH    2 0
 SA0424
 SA0424.Superseded values are not recommended for survey control.
 SA0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0424.See file dsdata.txt to determine how the superseded data were derived.
 SA0424
 SA0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM504230(NAD 83)
 SA0424_MARKER: DD = SURVEY DISK
 SA0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0424_SP_SET: ABUTMENT
 SA0424_STAMPING: D 211 1945
 SA0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0424
 SA0424  HISTORY     - Date     Condition        Report By
 SA0424  HISTORY     - UNK      MONUMENTED       DOD
 SA0424  HISTORY     - 1961     GOOD             NGS
 SA0424
 SA0424                          STATION DESCRIPTION
 SA0424
 SA0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0424'8.25 MI NE FROM PASCO.
 SA0424'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 SA0424'PASCO, THENCE 4.6 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND
 SA0424'SEATTLE RAILWAY, 1.1 MILES NORTHEAST OF THE ROAD CROSSING AT
 SA0424'MARTINDALE, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 SA0424'ABUTMENT OF BRIDGE 238.8, 29.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 SA0424'THE MAIN TRACK, 2.0 FEET NORTHWEST OF MILEAGE MARKER, AND ABOUT 5 FEET
 SA0424'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1211 ***********************************************************************
 RZ1211  DESIGNATION -  D 213
 RZ1211  PID         -  RZ1211
 RZ1211  STATE/COUNTY-  WA/WHITMAN
 RZ1211  USGS QUAD   -  PING (1981)
 RZ1211
 RZ1211                         *CURRENT SURVEY CONTROL
 RZ1211  ___________________________________________________________________
 RZ1211* NAD 83(1986)-  46 41 52.     (N)    117 43 41.     (W)     SCALED    
 RZ1211* NAVD 88     -       187.08   (+/-2cm)     613.8    (feet)  VERTCON   
 RZ1211  ___________________________________________________________________
 RZ1211  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 RZ1211
 RZ1211  VERT ORDER  -  ? (See Below)
 RZ1211
 RZ1211.The horizontal coordinates were scaled from a topographic map and have
 RZ1211.an estimated accuracy of +/- 6 seconds.
 RZ1211
 RZ1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1211.The vertical order pertains to the NGVD 29 superseded value.
 RZ1211
 RZ1211.The geoid height was determined by GEOID03.
 RZ1211
 RZ1211;                    North         East    Units  Estimated Accuracy
 RZ1211;SPC WA S     -   155,380.      711,950.      MT  (+/- 180 meters Scaled)
 RZ1211
 RZ1211                          SUPERSEDED SURVEY CONTROL
 RZ1211
 RZ1211  NGVD 29 (??/??/92)  186.090  (m)          610.53   (f) ADJ UNCH    ?  
 RZ1211
 RZ1211.Superseded values are not recommended for survey control.
 RZ1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1211.See file dsdata.txt to determine how the superseded data were derived.
 RZ1211
 RZ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM443718(NAD 83)
 RZ1211_MARKER: DD = SURVEY DISK
 RZ1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1211_STAMPING: D 213 1945
 RZ1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1211+STABILITY: SURFACE MOTION
 RZ1211
 RZ1211  HISTORY     - Date     Condition        Report By
 RZ1211  HISTORY     - 1945     MONUMENTED       DOD
 RZ1211  HISTORY     - 1969     GOOD             USGS
 RZ1211  HISTORY     - 1976     MARK NOT FOUND
 RZ1211
 RZ1211                          STATION DESCRIPTION
 RZ1211
 RZ1211'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RZ1211'1.7 MI SW FROM PENAWAWA.
 RZ1211'1.7 MILES SOUTHWEST ALONG THE UNION PACIFIC (CAMAS PRAIRIE) RAILROAD
 RZ1211'FROM PENAWAWA, AT PENAWAWA SPUR, AT MILEAGE 22.40, ACROSS THE TRACK
 RZ1211'FROM A WAREHOUSE, 26 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 24
 RZ1211'FEET SOUTH OF THE TRACK, 12 FEET WEST OF PENAWAWA SPUR SIGN, AND 1
 RZ1211'FOOT EAST OF A WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A
 RZ1211'CONCRETE POST.
 RZ1211
 RZ1211                          STATION RECOVERY (1976)
 RZ1211
 RZ1211'RECOVERED 1976
 RZ1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0764 ***********************************************************************
 RZ0764  DESIGNATION -  D 214
 RZ0764  PID         -  RZ0764
 RZ0764  STATE/COUNTY-  WA/WHITMAN
 RZ0764  USGS QUAD   -  GRANITE POINT (1975)
 RZ0764
 RZ0764                         *CURRENT SURVEY CONTROL
 RZ0764  ___________________________________________________________________
 RZ0764* NAD 83(1986)-  46 34 53.     (N)    117 18 26.     (W)     SCALED    
 RZ0764* NAVD 88     -       207.65   (+/-2cm)     681.3    (feet)  VERTCON   
 RZ0764  ___________________________________________________________________
 RZ0764  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 RZ0764
 RZ0764  VERT ORDER  -  ? (See Below)
 RZ0764
 RZ0764.The horizontal coordinates were scaled from a topographic map and have
 RZ0764.an estimated accuracy of +/- 6 seconds.
 RZ0764
 RZ0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ0764.The vertical order pertains to the NGVD 29 superseded value.
 RZ0764
 RZ0764.The geoid height was determined by GEOID03.
 RZ0764
 RZ0764;                    North         East    Units  Estimated Accuracy
 RZ0764;SPC WA S     -   143,670.      744,630.      MT  (+/- 180 meters Scaled)
 RZ0764
 RZ0764                          SUPERSEDED SURVEY CONTROL
 RZ0764
 RZ0764  NGVD 29 (??/??/92)  206.590  (m)          677.79   (f) ADJ UNCH    ?  
 RZ0764
 RZ0764.Superseded values are not recommended for survey control.
 RZ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0764.See file dsdata.txt to determine how the superseded data were derived.
 RZ0764
 RZ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM764586(NAD 83)
 RZ0764_MARKER: DD = SURVEY DISK
 RZ0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0764_SP_SET: BRIDGE
 RZ0764_STAMPING: D 214 1945
 RZ0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0764
 RZ0764  HISTORY     - Date     Condition        Report By
 RZ0764  HISTORY     - 1945     MONUMENTED       DOD
 RZ0764
 RZ0764                          STATION DESCRIPTION
 RZ0764
 RZ0764'DESCRIBED BY US DEPARTMENT OF DEFENSE 1945
 RZ0764'0.6 MI W FROM BISHOP.
 RZ0764'0.6 MILE WEST ALONG THE UNION PACIFIC (CAMAS PRAIRIE) RAILROAD FROM
 RZ0764'BISHOP, WHITMAN COUNTY, AT MILEAGE 48.95, AT THE NORTHEAST CORNER OF A
 RZ0764'CONCRETE CULVERT, 350 FEET WEST OF MILEAGE 49.00, 12 FEET NORTH OF AND
 RZ0764'2 FEET LOWER THAN THE TRACK, 7 FEET WEST OF A WHITE WOODEN WITNESS
 RZ0764'POST, AND IN THE TOP OF A HEAD WALL OF A BRIDGE.  A USC AND GS
 RZ0764'STANDARD DISK, STAMPED D 214 1945.  NOTE-- 1973 REPORT, BM UNDER
 RZ0764'WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0372 ***********************************************************************
 TP0372  DESIGNATION -  D 22
 TP0372  PID         -  TP0372
 TP0372  STATE/COUNTY-  WA/OKANOGAN
 TP0372  USGS QUAD   -  OROVILLE (1982)
 TP0372
 TP0372                         *CURRENT SURVEY CONTROL
 TP0372  ___________________________________________________________________
 TP0372* NAD 83(1986)-  48 55 21.     (N)    119 25 09.     (W)     SCALED    
 TP0372* NAVD 88     -       288.183  (meters)     945.48   (feet)  ADJUSTED  
 TP0372  ___________________________________________________________________
 TP0372  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 TP0372  DYNAMIC HT  -         288.235 (meters)     945.65  (feet)  COMP
 TP0372  MODELED GRAV-     980,785.5   (mgal)                       NAVD 88
 TP0372
 TP0372  VERT ORDER  -  FIRST     CLASS II
 TP0372
 TP0372.The horizontal coordinates were scaled from a topographic map and have
 TP0372.an estimated accuracy of +/- 6 seconds.
 TP0372
 TP0372.The orthometric height was determined by differential leveling
 TP0372.and adjusted by the National Geodetic Survey in June 1991..
 TP0372
 TP0372.The geoid height was determined by GEOID03.
 TP0372
 TP0372.The dynamic height is computed by dividing the NAVD 88
 TP0372.geopotential number by the normal gravity value computed on the
 TP0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0372.degrees latitude (g = 980.6199 gals.).
 TP0372
 TP0372.The modeled gravity was interpolated from observed gravity values.
 TP0372
 TP0372;                    North         East    Units  Estimated Accuracy
 TP0372;SPC WA N     -   214,710.      603,640.      MT  (+/- 180 meters Scaled)
 TP0372
 TP0372                          SUPERSEDED SURVEY CONTROL
 TP0372
 TP0372  NGVD 29 (??/??/92)  286.887  (m)          941.23   (f) ADJ UNCH    1 2
 TP0372
 TP0372.Superseded values are not recommended for survey control.
 TP0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0372.See file dsdata.txt to determine how the superseded data were derived.
 TP0372
 TP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ227216(NAD 83)
 TP0372_MARKER: DB = BENCH MARK DISK
 TP0372_SETTING: 66 = SET IN ROCK OUTCROP
 TP0372_SP_SET: ROCK LEDGE
 TP0372_STAMPING: 941.458 D 22 1931
 TP0372_MARK LOGO: CGS   
 TP0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0372+STABILITY: POSITION/ELEVATION WELL
 TP0372
 TP0372  HISTORY     - Date     Condition        Report By
 TP0372  HISTORY     - 1931     MONUMENTED       CGS
 TP0372  HISTORY     - 1934     GOOD             NGS
 TP0372  HISTORY     - 1964     GOOD             LOCENG
 TP0372  HISTORY     - 1981     GOOD             NGS
 TP0372  HISTORY     - 1988     GOOD             USPSQD
 TP0372
 TP0372                          STATION DESCRIPTION
 TP0372
 TP0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TP0372'1.6 MI S FROM OROVILLE.
 TP0372'1.6 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TP0372'OROVILLE, OKANOGAN COUNTY, 11 RAILS NORTHEAST OF A HIGHWAY CROSSING,
 TP0372'14 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, IN A ROCK LEDGE, AND
 TP0372'ABOUT 4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 941.458
 TP0372'D 22 1931.
 TP0372
 TP0372                          STATION RECOVERY (1964)
 TP0372
 TP0372'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 TP0372'RECOVERED IN GOOD CONDITION.
 TP0372
 TP0372                          STATION RECOVERY (1981)
 TP0372
 TP0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0372'2.2 KM (1.4 MI) SOUTH ALONG US HIGHWAY 97 FROM THE BURLINGTON NORTHERN
 TP0372'RAILROAD STATION IN OROVILLE, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG
 TP0372'THE BURLINGTON NORTHERN RAILROAD, IN TOP OF A GRANITE OUTCROP AT THE
 TP0372'NORTH END OF A ROCK CUT, 4.2 METERS (14 FT) SOUTHEAST OF THE SOUTHEAST
 TP0372'RAIL, 14.2 METERS (46.5 FT) WEST-SOUTHWEST OF THE THIRD POWER LINE
 TP0372'POLE NORTHWEST OF A ROAD CROSSING, 91.1 METERS (299 FT) NORTH OF THE
 TP0372'CENTER OF A ROAD CROSSING, 15.9 METERS (52 FT) EAST-NORTHEAST OF AND
 TP0372'ACROSS THE TRACKS FROM TELEPHONE POLE 49 SECOND POLE NORTH OF A ROAD
 TP0372'CROSSING, 10.3 METERS (34 FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 TP0372'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 TP0372'THE MARK IS 1.0 M ABOVE THE RAILS.
 TP0372
 TP0372                          STATION RECOVERY (1988)
 TP0372
 TP0372'RECOVERY NOTE BY US POWER SQUADRON 1988 (HM)
 TP0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0764 ***********************************************************************
 SV0764  DESIGNATION -  D 232
 SV0764  PID         -  SV0764
 SV0764  STATE/COUNTY-  WA/SPOKANE
 SV0764  USGS QUAD   -  CHATTAROY (1973)
 SV0764
 SV0764                         *CURRENT SURVEY CONTROL
 SV0764  ___________________________________________________________________
 SV0764* NAD 83(1986)-  47 55 03.     (N)    117 20 03.     (W)     SCALED    
 SV0764* NAVD 88     -       530.800  (meters)    1741.47   (feet)  ADJUSTED  
 SV0764  ___________________________________________________________________
 SV0764  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 SV0764  DYNAMIC HT  -         530.846 (meters)    1741.62  (feet)  COMP
 SV0764  MODELED GRAV-     980,682.1   (mgal)                       NAVD 88
 SV0764
 SV0764  VERT ORDER  -  FIRST     CLASS II
 SV0764
 SV0764.The horizontal coordinates were scaled from a topographic map and have
 SV0764.an estimated accuracy of +/- 6 seconds.
 SV0764
 SV0764.The orthometric height was determined by differential leveling
 SV0764.and adjusted by the National Geodetic Survey in June 1991..
 SV0764
 SV0764.The geoid height was determined by GEOID03.
 SV0764
 SV0764.The dynamic height is computed by dividing the NAVD 88
 SV0764.geopotential number by the normal gravity value computed on the
 SV0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0764.degrees latitude (g = 980.6199 gals.).
 SV0764
 SV0764.The modeled gravity was interpolated from observed gravity values.
 SV0764
 SV0764;                    North         East    Units  Estimated Accuracy
 SV0764;SPC WA N     -   107,950.      761,440.      MT  (+/- 180 meters Scaled)
 SV0764
 SV0764                          SUPERSEDED SURVEY CONTROL
 SV0764
 SV0764  NGVD 29 (??/??/92)  529.631  (m)         1737.63   (f) ADJ UNCH    1 2
 SV0764
 SV0764.Superseded values are not recommended for survey control.
 SV0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0764.See file dsdata.txt to determine how the superseded data were derived.
 SV0764
 SV0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP750071(NAD 83)
 SV0764_MARKER: DB = BENCH MARK DISK
 SV0764_SETTING: 80 = SET IN A BOULDER
 SV0764_STAMPING: D 232 1942
 SV0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0764+STABILITY: SURFACE MOTION
 SV0764
 SV0764  HISTORY     - Date     Condition        Report By
 SV0764  HISTORY     - 1942     MONUMENTED       CGS
 SV0764  HISTORY     - 1965     MARK NOT FOUND   NGS
 SV0764
 SV0764                          STATION DESCRIPTION
 SV0764
 SV0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 SV0764'3.85 MI S FROM MILAN.
 SV0764'ALONG THE RAILROAD, 2 POLES SOUTH OF MILEPOST 1457, AND 22 FEET
 SV0764'NORTH-NORTHWEST OF TRACK CENTER.
 SV0764
 SV0764                          STATION RECOVERY (1965)
 SV0764
 SV0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0367 ***********************************************************************
 TO0367  DESIGNATION -  D 233
 TO0367  PID         -  TO0367
 TO0367  STATE/COUNTY-  WA/PEND OREILLE
 TO0367  USGS QUAD   -  NEWPORT (1986)
 TO0367
 TO0367                         *CURRENT SURVEY CONTROL
 TO0367  ___________________________________________________________________
 TO0367* NAD 83(1986)-  48 12 58.     (N)    117 03 59.     (W)     SCALED    
 TO0367* NAVD 88     -       637.852  (meters)    2092.69   (feet)  ADJUSTED  
 TO0367  ___________________________________________________________________
 TO0367  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TO0367  DYNAMIC HT  -         637.907 (meters)    2092.87  (feet)  COMP
 TO0367  MODELED GRAV-     980,678.3   (mgal)                       NAVD 88
 TO0367
 TO0367  VERT ORDER  -  FIRST     CLASS II
 TO0367
 TO0367.The horizontal coordinates were scaled from a topographic map and have
 TO0367.an estimated accuracy of +/- 6 seconds.
 TO0367
 TO0367.The orthometric height was determined by differential leveling
 TO0367.and adjusted by the National Geodetic Survey in June 1991..
 TO0367
 TO0367.The geoid height was determined by GEOID03.
 TO0367
 TO0367.The dynamic height is computed by dividing the NAVD 88
 TO0367.geopotential number by the normal gravity value computed on the
 TO0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0367.degrees latitude (g = 980.6199 gals.).
 TO0367
 TO0367.The modeled gravity was interpolated from observed gravity values.
 TO0367
 TO0367;                    North         East    Units  Estimated Accuracy
 TO0367;SPC WA N     -   142,060.      779,810.      MT  (+/- 180 meters Scaled)
 TO0367
 TO0367                          SUPERSEDED SURVEY CONTROL
 TO0367
 TO0367  NGVD 29 (??/??/92)  636.668  (m)         2088.80   (f) ADJ UNCH    1 2
 TO0367
 TO0367.Superseded values are not recommended for survey control.
 TO0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0367.See file dsdata.txt to determine how the superseded data were derived.
 TO0367
 TO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP950403(NAD 83)
 TO0367_MARKER: DB = BENCH MARK DISK
 TO0367_SETTING: 66 = SET IN ROCK OUTCROP
 TO0367_SP_SET: BEDROCK
 TO0367_STAMPING: D 233 1942
 TO0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0367+STABILITY: POSITION/ELEVATION WELL
 TO0367
 TO0367  HISTORY     - Date     Condition        Report By
 TO0367  HISTORY     - 1942     MONUMENTED       CGS
 TO0367  HISTORY     - 1966     MARK NOT FOUND   USGS
 TO0367
 TO0367                          STATION DESCRIPTION
 TO0367
 TO0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0367'3.1 MI NW FROM NEWPORT.
 TO0367'ALONG CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RR. FROM DEPOT, AT THE
 TO0367'CENTER OF A SMALL CUT, ABOUT LEVEL WITH AND ON THE WEST SIDE OF TRACK.
 TO0367'A DISK SET IN A BEDROCK.
 TO0367
 TO0367                          STATION RECOVERY (1966)
 TO0367
 TO0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TO0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0396 ***********************************************************************
 TO0396  DESIGNATION -  D 234
 TO0396  PID         -  TO0396
 TO0396  STATE/COUNTY-  WA/PEND OREILLE
 TO0396  USGS QUAD   -  JARED (1992)
 TO0396
 TO0396                         *CURRENT SURVEY CONTROL
 TO0396  ___________________________________________________________________
 TO0396* NAD 83(1986)-  48 28 39.     (N)    117 16 49.     (W)     SCALED    
 TO0396* NAVD 88     -       630.723  (meters)    2069.30   (feet)  ADJUSTED  
 TO0396  ___________________________________________________________________
 TO0396  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 TO0396  DYNAMIC HT  -         630.787 (meters)    2069.51  (feet)  COMP
 TO0396  MODELED GRAV-     980,693.1   (mgal)                       NAVD 88
 TO0396
 TO0396  VERT ORDER  -  FIRST     CLASS II
 TO0396
 TO0396.The horizontal coordinates were scaled from a topographic map and have
 TO0396.an estimated accuracy of +/- 6 seconds.
 TO0396
 TO0396.The orthometric height was determined by differential leveling
 TO0396.and adjusted by the National Geodetic Survey in June 1991..
 TO0396
 TO0396.The geoid height was determined by GEOID03.
 TO0396
 TO0396.The dynamic height is computed by dividing the NAVD 88
 TO0396.geopotential number by the normal gravity value computed on the
 TO0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0396.degrees latitude (g = 980.6199 gals.).
 TO0396
 TO0396.The modeled gravity was interpolated from observed gravity values.
 TO0396
 TO0396;                    North         East    Units  Estimated Accuracy
 TO0396;SPC WA N     -   170,340.      762,590.      MT  (+/- 180 meters Scaled)
 TO0396
 TO0396                          SUPERSEDED SURVEY CONTROL
 TO0396
 TO0396.No superseded survey control is available for this station.
 TO0396
 TO0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP792694(NAD 83)
 TO0396_MARKER: DB = BENCH MARK DISK
 TO0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0396_STAMPING: D 234 1942
 TO0396_MARK LOGO: CGS   
 TO0396_PROJECTION: PROJECTING 4 CENTIMETERS
 TO0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0396+STABILITY: SURFACE MOTION
 TO0396
 TO0396  HISTORY     - Date     Condition        Report By
 TO0396  HISTORY     - 1942     MONUMENTED       CGS
 TO0396  HISTORY     - 1980     GOOD             NGS
 TO0396
 TO0396                          STATION DESCRIPTION
 TO0396
 TO0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0396'1.0 MI N FROM JARED.
 TO0396'50 FEET EAST OF THE CENTER OF THE HIGHWAY, 20 FEET WEST OF THE WEST
 TO0396'RAIL OF THE TRACK, SET DIRECTLY OPPOSITE MILE-POST NUMBER 74, ON THE
 TO0396'INSIDE OF A LONG WESTWARD CURVE IN THE TRACK, WITNESS POST SET.  A
 TO0396'DISK SET IN A CONCRETE POST.
 TO0396
 TO0396                          STATION RECOVERY (1980)
 TO0396
 TO0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0396'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 TO0396'45.8 KILOMETERS (28.5 MILES) NORTHWEST ALONG STATE HIGHWAY 20 FROM
 TO0396'THE JUNCTION OF U.S. HIGHWAY 2 IN NEWPORT, 0.6 KILOMETER (0.4 MILE)
 TO0396'NORTHEAST OF HIGHWAY MILEPOST 408, SET BETWEEN THE HIGHWAY AND THE
 TO0396'PEND OREILLE VALLEY RAILWAY, 18.3 METERS (60.0 FEET) SOUTHEAST OF
 TO0396'THE CENTERLINE OF THE HIGHWAY, 5.8 METERS (19.0 FEET) NORTHWEST OF
 TO0396'THE NORTHWEST RAIL OF THE TRACKS.
 TO0396'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 TO0396'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0337 ***********************************************************************
 TO0337  DESIGNATION -  D 235
 TO0337  PID         -  TO0337
 TO0337  STATE/COUNTY-  WA/PEND OREILLE
 TO0337  USGS QUAD   -  METALINE FALLS (1992)
 TO0337
 TO0337                         *CURRENT SURVEY CONTROL
 TO0337  ___________________________________________________________________
 TO0337* NAD 83(1986)-  48 51 21.     (N)    117 22 18.     (W)     SCALED    
 TO0337* NAVD 88     -       646.032  (meters)    2119.52   (feet)  POSTED    
 TO0337  ___________________________________________________________________
 TO0337  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 TO0337  DYNAMIC HT  -         646.110 (meters)    2119.78  (feet)  COMP
 TO0337  MODELED GRAV-     980,716.1   (mgal)                       NAVD 88
 TO0337
 TO0337  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TO0337
 TO0337.The horizontal coordinates were scaled from a topographic map and have
 TO0337.an estimated accuracy of +/- 6 seconds.
 TO0337
 TO0337.The orthometric height was determined by differential leveling
 TO0337.and adjusted by the National Geodetic Survey in 1992..
 TO0337.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TO0337.rate of 1.1 thru 2.0 mm/km.
 TO0337
 TO0337.The geoid height was determined by GEOID03.
 TO0337
 TO0337.The dynamic height is computed by dividing the NAVD 88
 TO0337.geopotential number by the normal gravity value computed on the
 TO0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0337.degrees latitude (g = 980.6199 gals.).
 TO0337
 TO0337.The modeled gravity was interpolated from observed gravity values.
 TO0337
 TO0337;                    North         East    Units  Estimated Accuracy
 TO0337;SPC WA N     -   212,060.      753,950.      MT  (+/- 180 meters Scaled)
 TO0337
 TO0337                          SUPERSEDED SURVEY CONTROL
 TO0337
 TO0337  NGVD 29 (??/??/92)  644.814  (m)         2115.53   (f) ADJ UNCH    1 2
 TO0337
 TO0337.Superseded values are not recommended for survey control.
 TO0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0337.See file dsdata.txt to determine how the superseded data were derived.
 TO0337
 TO0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ727114(NAD 83)
 TO0337_MARKER: DB = BENCH MARK DISK
 TO0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0337_STAMPING: D 235 1942
 TO0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0337+STABILITY: SURFACE MOTION
 TO0337
 TO0337  HISTORY     - Date     Condition        Report By
 TO0337  HISTORY     - 1942     MONUMENTED       CGS
 TO0337  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0337
 TO0337                          STATION DESCRIPTION
 TO0337
 TO0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0337'0.4 MI S FROM METALINE FALLS.
 TO0337'LOCATED ABOUT 0.4 MILE SOUTH OF METALINE FALLS ALONG CHICAGO-MILWAUKEE
 TO0337'AND PACIFIC RAILROAD, 186 FEET NORTHWEST OF JUNCTION OF MAIN TRACKS
 TO0337'AND SIDE TRACKS LEADING NORTHWEST, 15 FEET NORTHEAST OF NORTHEAST RAIL
 TO0337'ON SIDE TRACKS, 6 FEET WEST OF WEST RAIL ON MAIN TRACKS, WITNESS POST
 TO0337'SET.  A DISK SET IN A CONCRETE POST.
 TO0337
 TO0337                          STATION RECOVERY (1967)
 TO0337
 TO0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0469 ***********************************************************************
 TO0469  DESIGNATION -  D 236
 TO0469  PID         -  TO0469
 TO0469  STATE/COUNTY-  WA/STEVENS
 TO0469  USGS QUAD   -  BOUNDARY (1992)
 TO0469
 TO0469                         *CURRENT SURVEY CONTROL
 TO0469  ___________________________________________________________________
 TO0469* NAD 83(1986)-  48 56 55.     (N)    117 42 30.     (W)     SCALED    
 TO0469* NAVD 88     -       407.751  (meters)    1337.76   (feet)  ADJUSTED  
 TO0469  ___________________________________________________________________
 TO0469  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 TO0469  DYNAMIC HT  -         407.822 (meters)    1338.00  (feet)  COMP
 TO0469  MODELED GRAV-     980,774.1   (mgal)                       NAVD 88
 TO0469
 TO0469  VERT ORDER  -  FIRST     CLASS II
 TO0469
 TO0469.The horizontal coordinates were scaled from a topographic map and have
 TO0469.an estimated accuracy of +/- 6 seconds.
 TO0469
 TO0469.The orthometric height was determined by differential leveling
 TO0469.and adjusted by the National Geodetic Survey in June 1991..
 TO0469
 TO0469.The geoid height was determined by GEOID03.
 TO0469
 TO0469.The dynamic height is computed by dividing the NAVD 88
 TO0469.geopotential number by the normal gravity value computed on the
 TO0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0469.degrees latitude (g = 980.6199 gals.).
 TO0469
 TO0469.The modeled gravity was interpolated from observed gravity values.
 TO0469
 TO0469;                    North         East    Units  Estimated Accuracy
 TO0469;SPC WA N     -   221,310.      728,850.      MT  (+/- 180 meters Scaled)
 TO0469
 TO0469                          SUPERSEDED SURVEY CONTROL
 TO0469
 TO0469  NGVD 29 (??/??/92)  406.515  (m)         1333.71   (f) ADJ UNCH    1 2
 TO0469
 TO0469.Superseded values are not recommended for survey control.
 TO0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0469.See file dsdata.txt to determine how the superseded data were derived.
 TO0469
 TO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ481219(NAD 83)
 TO0469_MARKER: DB = BENCH MARK DISK
 TO0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0469_STAMPING: D 236 1942
 TO0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0469+STABILITY: SURFACE MOTION
 TO0469
 TO0469  HISTORY     - Date     Condition        Report By
 TO0469  HISTORY     - 1942     MONUMENTED       CGS
 TO0469  HISTORY     - 1947     GOOD             NGS
 TO0469
 TO0469                          STATION DESCRIPTION
 TO0469
 TO0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0469'4.75 MI N FROM NORTHPORT.
 TO0469'ALONG THE GREAT NORTHERN RAILROAD AT MILE POST 134, 18 FEET NORTH OF
 TO0469'TRACK CENTERLINE, 4 FEET ABOVE TRACK LEVEL, WITNESS POST SET.  A DISK
 TO0469'SET IN A CONCRETE POST.
 TO0469
 TO0469                          STATION RECOVERY (1947)
 TO0469
 TO0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 TO0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0715 ***********************************************************************
 TR0715  DESIGNATION -  D 237
 TR0715  PID         -  TR0715
 TR0715  STATE/COUNTY-  WA/SAN JUAN
 TR0715  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0715
 TR0715                         *CURRENT SURVEY CONTROL
 TR0715  ___________________________________________________________________
 TR0715* NAD 83(1986)-  48 31 22.     (N)    123 01 04.     (W)     SCALED    
 TR0715* LOCAL TIDAL -        12.266  (meters)      40.24   (feet)  ADJ UNCH  
 TR0715  ___________________________________________________________________
 TR0715  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TR0715
 TR0715  VERT ORDER  -  THIRD
 TR0715
 TR0715.The horizontal coordinates were scaled from a topographic map and have
 TR0715.an estimated accuracy of +/- 6 seconds.
 TR0715
 TR0715.The orthometric height was key entered from printed documents
 TR0715.and not key verified.
 TR0715
 TR0715.The geoid height was determined by GEOID03.
 TR0715
 TR0715;                    North         East    Units  Estimated Accuracy
 TR0715;SPC WA N     -   171,600.      338,670.      MT  (+/- 180 meters Scaled)
 TR0715
 TR0715                          SUPERSEDED SURVEY CONTROL
 TR0715
 TR0715.No superseded survey control is available for this station.
 TR0715
 TR0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU986744(NAD 83)
 TR0715_MARKER: DB = BENCH MARK DISK
 TR0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0715_STAMPING: D 237 1950
 TR0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0715+STABILITY: SURFACE MOTION
 TR0715
 TR0715  HISTORY     - Date     Condition        Report By
 TR0715  HISTORY     - 1950     MONUMENTED       CGS
 TR0715  HISTORY     - 1981     GOOD             NGS
 TR0715  HISTORY     - 19950503 MARK NOT FOUND   USPSQD
 TR0715  HISTORY     - 20011210 MARK NOT FOUND   NGS
 TR0715  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 TR0715
 TR0715                          STATION DESCRIPTION
 TR0715
 TR0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TR0715'1.0 MI S FROM FRIDAY HARBOR.
 TR0715'ABOUT 1.0 MILE SOUTH ALONG THE CATTLE POINT ROAD FROM THE COURTHOUSE
 TR0715'AT FRIDAY HARBOR, AT THE JUNCTION OF THE TURN POINT ROAD, 26 FEET WEST
 TR0715'OF THE CENTERLINE OF CATTLE POINT ROAD, 7 FEET NORTH OF THE EXTENSION
 TR0715'WESTWARD OF THE CENTERLINE OF TURN POINT ROAD, 8 FEET WEST OF A FENCE,
 TR0715'4 FEET SOUTH OF A FENCE, 3.5 FEET SOUTHEAST OF A WHITE WITNESS POST,
 TR0715'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 4
 TR0715'INCHES.
 TR0715
 TR0715                          STATION RECOVERY (1981)
 TR0715
 TR0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TR0715'1.61 KM (1.0 MI) SOUTH ALONG 2ND ST, SPRING ST AND ARGYLE AVE
 TR0715'(CATTLEPOINT ROAD) TO A SIDE ROAD LEFT, PEAR POINT RD) AND THE MARK
 TR0715'ON THE RIGHT ON THE EXTENDED CENTER LINE OF PEAR POINT ROAD, 7.9 M
 TR0715'(26 FT) WEST OF THE CENTER OF CATTLE POINT ROAD, 2.4 M (8 FT) WEST OF
 TR0715'THE RIGHT-OF-WAY FENCE.
 TR0715
 TR0715                          STATION RECOVERY (1995)
 TR0715
 TR0715'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR0715'MARK NOT FOUND.
 TR0715
 TR0715                          STATION RECOVERY (2001)
 TR0715
 TR0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0715'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 TR0715
 TR0715                          STATION RECOVERY (2003)
 TR0715
 TR0715'RECOVERY NOTE BY US POWER SQUADRON 2003 (FAW)
 TR0715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1174 ***********************************************************************
 SA1174  DESIGNATION -  D 237 RESET 1957
 SA1174  PID         -  SA1174
 SA1174  STATE/COUNTY-  WA/YAKIMA
 SA1174  USGS QUAD   -  MABTON EAST (1965)
 SA1174
 SA1174                         *CURRENT SURVEY CONTROL
 SA1174  ___________________________________________________________________
 SA1174* NAD 83(1986)-  46 11 30.     (N)    119 54 58.     (W)     SCALED    
 SA1174* NAVD 88     -       216.53   (+/-2cm)     710.4    (feet)  VERTCON   
 SA1174  ___________________________________________________________________
 SA1174  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SA1174
 SA1174  VERT ORDER  -  ? (See Below)
 SA1174
 SA1174.The horizontal coordinates were scaled from a topographic map and have
 SA1174.an estimated accuracy of +/- 6 seconds.
 SA1174
 SA1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1174.The vertical order pertains to the NGVD 29 superseded value.
 SA1174
 SA1174.The geoid height was determined by GEOID03.
 SA1174
 SA1174;                    North         East    Units  Estimated Accuracy
 SA1174;SPC WA S     -    95,570.      545,070.      MT  (+/- 180 meters Scaled)
 SA1174
 SA1174                          SUPERSEDED SURVEY CONTROL
 SA1174
 SA1174  NGVD 29 (??/??/92)  215.488  (m)          706.98   (f) ADJ UNCH    ?  
 SA1174
 SA1174.Superseded values are not recommended for survey control.
 SA1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1174.See file dsdata.txt to determine how the superseded data were derived.
 SA1174
 SA1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM749194(NAD 83)
 SA1174_MARKER: DB = BENCH MARK DISK
 SA1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1174_STAMPING: D 237 RESET 1957
 SA1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1174+STABILITY: SURFACE MOTION
 SA1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1174+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2002
 SA1174
 SA1174  HISTORY     - Date     Condition        Report By
 SA1174  HISTORY     - 1957     MONUMENTED       CGS
 SA1174  HISTORY     - 20020319 GOOD             WADT
 SA1174
 SA1174                          STATION DESCRIPTION
 SA1174
 SA1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SA1174'4.3 MI E FROM MABTON.
 SA1174'4.3 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SA1174'MABTON, YAKIMA COUNTY, 0.2 MILE EAST OF MILEPOST 48, 35 FEET SOUTH OF
 SA1174'THE SOUTH RAIL, 2 FEET NORTH OF TELEPHONE POLE 55 B.G., 73 YARDS EAST
 SA1174'OF THE INTERSECTION OF A GRAVEL ROAD AND THE RAILROAD.  A STANDARD
 SA1174'DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SA1174
 SA1174                          STATION RECOVERY (2002)
 SA1174
 SA1174'RECOVERY NOTE BY WA DEPT OF TRANSP 2002 (ELS)
 SA1174'SET WSDOT MONUMENT GUIDE POST 100CM (3.3FT) NORTH OF MARK. TELEPHONE
 SA1174'55 B.G. HAS BEEN REMOVED. 73 YARDS EAST OF THE INTERSECTION OF BUS
 SA1174'ROAD AND THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0859 ***********************************************************************
 SA0859  DESIGNATION -  D 238
 SA0859  PID         -  SA0859
 SA0859  STATE/COUNTY-  WA/BENTON
 SA0859  USGS QUAD   -  KENNEWICK (1992)
 SA0859
 SA0859                         *CURRENT SURVEY CONTROL
 SA0859  ___________________________________________________________________
 SA0859* NAD 83(1986)-  46 12 58.     (N)    119 12 01.     (W)     SCALED    
 SA0859* NAVD 88     -       159.021  (meters)     521.72   (feet)  ADJUSTED  
 SA0859  ___________________________________________________________________
 SA0859  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SA0859  DYNAMIC HT  -         159.026 (meters)     521.74  (feet)  COMP
 SA0859  MODELED GRAV-     980,643.6   (mgal)                       NAVD 88
 SA0859
 SA0859  VERT ORDER  -  FIRST     CLASS II
 SA0859
 SA0859.The horizontal coordinates were scaled from a topographic map and have
 SA0859.an estimated accuracy of +/- 6 seconds.
 SA0859
 SA0859.The orthometric height was determined by differential leveling
 SA0859.and adjusted by the National Geodetic Survey in June 1991..
 SA0859
 SA0859.The geoid height was determined by GEOID03.
 SA0859
 SA0859.The dynamic height is computed by dividing the NAVD 88
 SA0859.geopotential number by the normal gravity value computed on the
 SA0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0859.degrees latitude (g = 980.6199 gals.).
 SA0859
 SA0859.The modeled gravity was interpolated from observed gravity values.
 SA0859
 SA0859;                    North         East    Units  Estimated Accuracy
 SA0859;SPC WA S     -    98,950.      600,280.      MT  (+/- 180 meters Scaled)
 SA0859
 SA0859                          SUPERSEDED SURVEY CONTROL
 SA0859
 SA0859  NGVD 29 (??/??/92)  157.987  (m)          518.33   (f) ADJ UNCH    1 2
 SA0859
 SA0859.Superseded values are not recommended for survey control.
 SA0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0859.See file dsdata.txt to determine how the superseded data were derived.
 SA0859
 SA0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM302204(NAD 83)
 SA0859_MARKER: DB = BENCH MARK DISK
 SA0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0859_STAMPING: D 238 1944
 SA0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0859+STABILITY: SURFACE MOTION
 SA0859
 SA0859  HISTORY     - Date     Condition        Report By
 SA0859  HISTORY     - 1944     MONUMENTED       CGS
 SA0859  HISTORY     - 1963     GOOD             NGS
 SA0859  HISTORY     - 1973     GOOD             NGS
 SA0859  HISTORY     - 19890807 MARK NOT FOUND   USPSQD
 SA0859
 SA0859                          STATION DESCRIPTION
 SA0859
 SA0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SA0859'4.1 MI W FROM KENNEWICK.
 SA0859'4.1 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SA0859'KENNEWICK, BENTON COUNTY, 0.5 MILE EAST OF THE STATION SIGN AT VISTA,
 SA0859'73.2 FEET WEST OF MILEPOST 7, 58 FEET NORTHWEST OF THE NORTHWEST RAIL,
 SA0859'100 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTHWEST OF
 SA0859'A METAL WITNESS POST.  A STANDARD DISK, STAMPED D 238 1944 AND SET IN
 SA0859'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SA0859
 SA0859                          STATION RECOVERY (1973)
 SA0859
 SA0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SA0859'RECOVERED IN GOOD CONDITION.
 SA0859
 SA0859                          STATION RECOVERY (1989)
 SA0859
 SA0859'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAT)
 SA0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0749 ***********************************************************************
 TR0749  DESIGNATION -  D 238
 TR0749  PID         -  TR0749
 TR0749  STATE/COUNTY-  WA/SAN JUAN
 TR0749  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0749
 TR0749                         *CURRENT SURVEY CONTROL
 TR0749  ___________________________________________________________________
 TR0749* NAD 83(1986)-  48 35 44.     (N)    123 06 37.     (W)     SCALED    
 TR0749* LOCAL TIDAL -        39.567  (meters)     129.81   (feet)  ADJ UNCH  
 TR0749  ___________________________________________________________________
 TR0749  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 TR0749
 TR0749  VERT ORDER  -  THIRD
 TR0749
 TR0749.The horizontal coordinates were scaled from a topographic map and have
 TR0749.an estimated accuracy of +/- 6 seconds.
 TR0749
 TR0749.The orthometric height was key entered from printed documents
 TR0749.and not key verified.
 TR0749
 TR0749.The geoid height was determined by GEOID03.
 TR0749
 TR0749;                    North         East    Units  Estimated Accuracy
 TR0749;SPC WA N     -   179,890.      332,080.      MT  (+/- 180 meters Scaled)
 TR0749
 TR0749                          SUPERSEDED SURVEY CONTROL
 TR0749
 TR0749.No superseded survey control is available for this station.
 TR0749
 TR0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU918825(NAD 83)
 TR0749_MARKER: DB = BENCH MARK DISK
 TR0749_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 TR0749_SP_SET: CLAY TILE IN CONCRETE
 TR0749_STAMPING: D 238 1950
 TR0749_MARK LOGO: CGS   
 TR0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0749+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1989
 TR0749
 TR0749  HISTORY     - Date     Condition        Report By
 TR0749  HISTORY     - 1950     MONUMENTED       CGS
 TR0749  HISTORY     - 19890831 GOOD             NGS
 TR0749
 TR0749                          STATION DESCRIPTION
 TR0749
 TR0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TR0749'7.9 MI SW FROM FRIDAY HARBOR.
 TR0749'ABOUT 7.9 MILES NORTHWEST ALONG THE ROCHE HARBOR ROAD FROM THE
 TR0749'COURTHOUSE AT FRIDAY HARBOR, SOUTHWEST OF AND ACROSS THE ROAD FROM A
 TR0749'PRIVATE DRIVE MARKED THE ROULEAUS, 28 FEET SOUTHWEST OF THE CENTERLINE
 TR0749'OF THE ROAD, 67 FEET WEST SOUTHWEST OF THE NORTHWEST GATEPOST OF
 TR0749'ROULEAUS DRIVE, 102 FEET SOUTHEAST OF A LARGE FIR TREE, 2 1/2 FEET
 TR0749'SOUTHEAST OF A WHITE WITNESS POST, AND SET IN TOP OF AN 8-INCH
 TR0749'CONCRETE PIPE FILLED WITH CONCRETE AND FLUSH WITH THE SURFACE.
 TR0749
 TR0749                          STATION RECOVERY (1989)
 TR0749
 TR0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TR0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2722 ***********************************************************************
 TR2722  DESIGNATION -  D 238 RESET
 TR2722  PID         -  TR2722
 TR2722  STATE/COUNTY-  WA/SAN JUAN
 TR2722  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2722
 TR2722                         *CURRENT SURVEY CONTROL
 TR2722  ___________________________________________________________________
 TR2722* NAD 83(1986)-  48 35 44.     (N)    123 06 37.     (W)     SCALED    
 TR2722* NAVD 88     -        39.19   (+/-2cm)     128.6    (feet)  VERTCON   
 TR2722  ___________________________________________________________________
 TR2722  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 TR2722
 TR2722  VERT ORDER  -  THIRD (See Below)
 TR2722
 TR2722.The horizontal coordinates were scaled from a topographic map and have
 TR2722.an estimated accuracy of +/- 6 seconds.
 TR2722
 TR2722.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2722.The vertical order pertains to the NGVD 29 superseded value.
 TR2722
 TR2722.The geoid height was determined by GEOID03.
 TR2722
 TR2722;                    North         East    Units  Estimated Accuracy
 TR2722;SPC WA N     -   179,890.      332,080.      MT  (+/- 180 meters Scaled)
 TR2722
 TR2722                          SUPERSEDED SURVEY CONTROL
 TR2722
 TR2722  NGVD 29 (12/17/02)   38.03   (m)          124.8    (f) RESET       3  
 TR2722
 TR2722.Superseded values are not recommended for survey control.
 TR2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2722.See file dsdata.txt to determine how the superseded data were derived.
 TR2722
 TR2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU918825(NAD 83)
 TR2722_MARKER: DV = VERTICAL CONTROL DISK
 TR2722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2722_SP_SET: CONCRETE POST
 TR2722_STAMPING: D 238 RESET 1989
 TR2722_MARK LOGO: NGS   
 TR2722_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2722+STABILITY: SURFACE MOTION
 TR2722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR2722+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 TR2722
 TR2722  HISTORY     - Date     Condition        Report By
 TR2722  HISTORY     - 1989     MONUMENTED       NGS
 TR2722  HISTORY     - 20060401 GOOD             USPSQD
 TR2722
 TR2722                          STATION DESCRIPTION
 TR2722
 TR2722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 TR2722'THE STATION IS LOCATED ABOUT 12.87 KM (8.00 MI) NORTHWEST OF FRIDAY
 TR2722'HARBOR, IN SAN JUAN COUNTY AND ON ROAD RIGHT-OF-WAY.
 TR2722'TO REACH FROM THE COURT HOUSE IN FRIDAY HARBOR , GO NORTHWST ON ROACH
 TR2722'HARBOR ROAD FOR 12.71 KM (7.90 MI) TO A DRIVEWAY ON THE RIGHT AND THE
 TR2722'STATION,  IN THE TOP OF A ROUND CONCRETE MONUMENT .30 M
 TR2722'(0.98 FT) IN DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS 12.13
 TR2722'M (39.80 FT) SOUTHEAST OF A GATE POST AND 3.96 M (12.99 FT) SOUTHWEST
 TR2722'OF A 0.6 DIAMETER FIR TREE.
 TR2722
 TR2722                          STATION RECOVERY (2006)
 TR2722
 TR2722'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR2722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1199 ***********************************************************************
 SA1199  DESIGNATION -  D 239
 SA1199  PID         -  SA1199
 SA1199  STATE/COUNTY-  WA/BENTON
 SA1199  USGS QUAD   -  WHITSTRAN (1965)
 SA1199
 SA1199                         *CURRENT SURVEY CONTROL
 SA1199  ___________________________________________________________________
 SA1199* NAD 83(1991)-  46 14 50.87727(N)    119 37 51.37056(W)     ADJUSTED  
 SA1199* NAVD 88     -       183.597  (meters)     602.35   (feet)  ADJUSTED  
 SA1199  ___________________________________________________________________
 SA1199  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 SA1199  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA1199  DYNAMIC HT  -         183.602 (meters)     602.37  (feet)  COMP
 SA1199  MODELED GRAV-     980,637.8   (mgal)                       NAVD 88
 SA1199
 SA1199  HORZ ORDER  -  THIRD
 SA1199  VERT ORDER  -  FIRST     CLASS II
 SA1199
 SA1199.The horizontal coordinates were established by classical geodetic methods
 SA1199.and adjusted by the National Geodetic Survey in December 1991..
 SA1199
 SA1199.The orthometric height was determined by differential leveling
 SA1199.and adjusted by the National Geodetic Survey in June 1991..
 SA1199.WARNING-Repeat measurements at this control monument indicate possible
 SA1199.vertical movement.
 SA1199
 SA1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1199
 SA1199.The geoid height was determined by GEOID03.
 SA1199
 SA1199.The dynamic height is computed by dividing the NAVD 88
 SA1199.geopotential number by the normal gravity value computed on the
 SA1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1199.degrees latitude (g = 980.6199 gals.).
 SA1199
 SA1199.The modeled gravity was interpolated from observed gravity values.
 SA1199
 SA1199;                    North         East     Units Scale Factor Converg.
 SA1199;SPC WA S     -   101,974.556   567,013.872   MT  0.99993187   +0 37 52.6
 SA1199;SPC WA S     -   334,561.52  1,860,278.01   sFT  0.99993187   +0 37 52.6
 SA1199;UTM  11      - 5,124,907.800   297,193.637   MT  1.00010563   -1 54 03.8
 SA1199
 SA1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1199!SPC WA S     -   0.99997455  x   0.99993187  =   0.99990643
 SA1199!UTM  11      -   0.99997455  x   1.00010563  =   1.00008018
 SA1199
 SA1199                          SUPERSEDED SURVEY CONTROL
 SA1199
 SA1199  NAD 83(1991)-  46 14 50.88413(N)    119 37 51.36888(W) AD(       ) 3
 SA1199  NAD 83(1986)-  46 14 50.88564(N)    119 37 51.36255(W) AD(       ) 3
 SA1199  NAD 27      -  46 14 51.40600(N)    119 37 47.25800(W) AD(       ) 3
 SA1199  NGVD 29 (??/??/92)  182.543  (m)          598.89   (f) ADJ UNCH    1 2
 SA1199
 SA1199.Superseded values are not recommended for survey control.
 SA1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1199.See file dsdata.txt to determine how the superseded data were derived.
 SA1199
 SA1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9719424908(NAD 83)
 SA1199_MARKER: DB = BENCH MARK DISK
 SA1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1199_STAMPING: D 239 1944
 SA1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1199+STABILITY: SURFACE MOTION
 SA1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1199+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2005
 SA1199
 SA1199  HISTORY     - Date     Condition        Report By
 SA1199  HISTORY     - 1948     MONUMENTED       CGS
 SA1199  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SA1199  HISTORY     - 1973     GOOD             NGS
 SA1199  HISTORY     - 20050424 GOOD             BOR
 SA1199
 SA1199                          STATION DESCRIPTION
 SA1199
 SA1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SA1199'THIS STATION LOCATED BY INTERSECTION.
 SA1199'
 SA1199'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF THE YAKIMA RIVER,
 SA1199'ABOUT 1-1/4 MILES EAST OF THE GIBBON RAILROAD STATION, AND ABOUT
 SA1199'6-1/2 MILES WEST OF THE TOWN OF KIONA, ALONG THE SOUTHERN PACIFIC
 SA1199'RAILROAD.
 SA1199'
 SA1199'THE STATION MARK, STAMPED D 239 1944, IS A STANDARD USC AND GS
 SA1199'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 SA1199'FROM THE GROUND ABOUT 5 INCHES.  IT IS ABOUT 80 YARDS NORTHEAST OF
 SA1199'MILEPOST 33, 54.2 FEET SOUTH SOUTHEAST OF A YARD-LIMIT SIGN, 36
 SA1199'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 2-1/2 FEET NORTHEAST OF
 SA1199'A WHITE WITNESS POST.  IT IS ABOUT 4 FEET HIGHER THAN THE TRACK.
 SA1199'
 SA1199'TO REACH THE STATION FROM THE RAILROAD UNDERPASS IN THE VILLAGE OF
 SA1199'KIONA, GO WEST ON U.S. HIGHWAY 410 FOR 6.8 MILES TO A DIM ROAD TO
 SA1199'THE RIGHT (NORTH).  TURN RIGHT ON THIS DIM ROAD FOR ABOUT 0.1 MILE
 SA1199'TO THE RAILROAD TRACKS AND THE STATION.
 SA1199'
 SA1199'THIS STATION WAS USED AS VERTICAL CONTROL FOR THE EXISTING
 SA1199'TRIANGULATION.
 SA1199
 SA1199                          STATION RECOVERY (1973)
 SA1199
 SA1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SA1199'THE STATION WAS RECOVERED IN GOOD CONDITION.
 SA1199'
 SA1199'STATION IS ABOUT 6 MILES WEST OF BENTON CITY, 7 MILES EAST OF
 SA1199'PROSSER, 1/2 MILE SOUTH OF THE YAKIMA RIVER AND 1/4 MILE NORTH OF
 SA1199'STATE HIGHWAY 22.
 SA1199'
 SA1199'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 221, WHICH IS
 SA1199'ABOUT 1-1/2 MILES EAST OF PROSSER, GO EAST ON STATE HIGHWAY 22 FOR
 SA1199'6.3 MILES TO A FIELD ENTRANCE ON EITHER SIDE OF THE ROAD, TURN
 SA1199'LEFT AND GO NORTHWEST ABOUT 100 YARDS TO A TELEPHONE LINE, TURN
 SA1199'RIGHT AND GO NORTHEAST ALONG THE TELEPHONE LINE FOR 0.3 MILE TO
 SA1199'POLE NO. 296, AND THE MARK ABOUT 100 YARDS NORTHWEST, 51.5 FEET
 SA1199'SOUTHEAST OF A YARD LIMIT SIGN ALONG THE RAILROAD TRACK.
 SA1199'
 SA1199'THE MARK IS A U.S.C. AND G.S. DISK SET IN A SQUARE CONCRETE POST
 SA1199'WHICH PROJECTS 1 INCH.  IT IS 72 YARDS NORTHEAST OF MILEPOST 33,
 SA1199'36 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, 1 FOOT
 SA1199'NORTHEAST OF A METAL WITNESS POST, AT THE BOTTOM OF A 2-FOOT
 SA1199'DECLINE AND ABOUT 4 FEET HIGHER THAN THE TRACKS.  THE DISK IS
 SA1199'STAMPED D 239 1944.
 SA1199'
 SA1199'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA1199'6 MILES WEST OF KIONA AND BENTON CITY.
 SA1199
 SA1199                          STATION RECOVERY (1973)
 SA1199
 SA1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SA1199'6 MI W FROM KIONA.
 SA1199'THE MARK IS ABOUT 7 MILES EAST OF PROSSER, 6 MILES WEST OF KIONA AND
 SA1199'BENTON CITY, 1/2 MILE SOUTH OF THE YAKIMA RIVER, 1/4 MILE NORTH OF
 SA1199'STATE HIGHWAY 22, 72 YARDS NORTHEAST OF MILEPOST 33, 51.5 FEET
 SA1199'SOUTHEAST OF A YARD LIMIT SIGN, 36 FEET SOUTHEAST OF THE SOUTHEAST
 SA1199'RAIL OF THE RAILROAD TRACKS, 1 FOOT NORTHEAST OF A METAL WITNESS POST,
 SA1199'AT THE BOTTOM OF A 2-FOOT INCLINE AND ABOUT 4 FEET HIGHER THAN THE
 SA1199'TRACKS, A STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1
 SA1199'INCH.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 221, WHICH
 SA1199'IS ABOUT 1 1/2 MILES EAST OF PROSSER, GO EAST ON STATE HIGHWAY 22 FOR
 SA1199'6.3 MILES TO A FIELD ENTRANCE ON EITHER SIDE OF THE ROAD, TURN LEFT
 SA1199'AND GO NORTHWEST ABOUT 100 YARDS, THEN RIGHT ALONG A TELEPHONE LINE
 SA1199'0.3 MILE TO POLE NO. 296, THEN NORTHWEST ABOUT 100 YARDS TO THE MARK
 SA1199'AS DESCRIBED.
 SA1199
 SA1199                          STATION RECOVERY (2005)
 SA1199
 SA1199'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2005 (TAC)
 SA1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0358 ***********************************************************************
 SB0358  DESIGNATION -  D 241
 SB0358  PID         -  SB0358
 SB0358  STATE/COUNTY-  WA/YAKIMA
 SB0358  USGS QUAD   -  MABTON WEST (1965)
 SB0358
 SB0358                         *CURRENT SURVEY CONTROL
 SB0358  ___________________________________________________________________
 SB0358* NAD 83(1986)-  46 14 22.     (N)    120 05 38.     (W)     SCALED    
 SB0358* NAVD 88     -       211.210  (meters)     692.94   (feet)  ADJUSTED  
 SB0358  ___________________________________________________________________
 SB0358  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SB0358  DYNAMIC HT  -         211.213 (meters)     692.95  (feet)  COMP
 SB0358  MODELED GRAV-     980,621.9   (mgal)                       NAVD 88
 SB0358
 SB0358  VERT ORDER  -  FIRST     CLASS II
 SB0358
 SB0358.The horizontal coordinates were scaled from a topographic map and have
 SB0358.an estimated accuracy of +/- 6 seconds.
 SB0358
 SB0358.The orthometric height was determined by differential leveling
 SB0358.and adjusted by the National Geodetic Survey in June 1991..
 SB0358
 SB0358.The geoid height was determined by GEOID03.
 SB0358
 SB0358.The dynamic height is computed by dividing the NAVD 88
 SB0358.geopotential number by the normal gravity value computed on the
 SB0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0358.degrees latitude (g = 980.6199 gals.).
 SB0358
 SB0358.The modeled gravity was interpolated from observed gravity values.
 SB0358
 SB0358;                    North         East    Units  Estimated Accuracy
 SB0358;SPC WA S     -   100,790.      531,320.      MT  (+/- 180 meters Scaled)
 SB0358
 SB0358                          SUPERSEDED SURVEY CONTROL
 SB0358
 SB0358  NGVD 29 (??/??/92)  210.162  (m)          689.51   (f) ADJ UNCH    1 2
 SB0358
 SB0358.Superseded values are not recommended for survey control.
 SB0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0358.See file dsdata.txt to determine how the superseded data were derived.
 SB0358
 SB0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS240247(NAD 83)
 SB0358_MARKER: DB = BENCH MARK DISK
 SB0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0358_STAMPING: D 241 1944
 SB0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0358+STABILITY: SURFACE MOTION
 SB0358
 SB0358  HISTORY     - Date     Condition        Report By
 SB0358  HISTORY     - 1944     MONUMENTED       CGS
 SB0358  HISTORY     - 1962     GOOD             NGS
 SB0358
 SB0358                          STATION DESCRIPTION
 SB0358
 SB0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0358'3.4 MI SE FROM SATUS.
 SB0358'3.4 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0358'STATION AT SATUS, YAKIMA COUNTY, SOUTHWEST ACROSS THE TRACK FROM
 SB0358'MILEPOST 57, BETWEEN THE TRACK AND STATE HIGHWAY 3 A, 95 FEET
 SB0358'SOUTHWEST OF THE SOUTHWEST RAIL, 68 FEET NORTHEAST OF THE CENTERLINE
 SB0358'OF THE HIGHWAY, 9.5 FEET SOUTHEAST OF A POLE, 63.5 FEET EAST OF A
 SB0358'GUYED POWERPOLE AND 25 FEET NORTHEAST OF THE LINE OF POWERPOLES, AND
 SB0358'1.9 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 SB0358'STAMPED D 241 1944 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SB0358'2-INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0048 ***********************************************************************
 TS0048  DESIGNATION -  D 242
 TS0048  PID         -  TS0048
 TS0048  STATE/COUNTY-  WA/CLALLAM
 TS0048  USGS QUAD   -  WEST OF PYSHT (1984)
 TS0048
 TS0048                         *CURRENT SURVEY CONTROL
 TS0048  ___________________________________________________________________
 TS0048* NAD 83(1986)-  48 10 45.     (N)    124 11 35.     (W)     SCALED    
 TS0048* NAVD 88     -        21.481  (meters)      70.48   (feet)  ADJUSTED  
 TS0048  ___________________________________________________________________
 TS0048  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 TS0048  DYNAMIC HT  -          21.486 (meters)      70.49  (feet)  COMP
 TS0048  MODELED GRAV-     980,869.2   (mgal)                       NAVD 88
 TS0048
 TS0048  VERT ORDER  -  FIRST     CLASS II
 TS0048
 TS0048.The horizontal coordinates were scaled from a topographic map and have
 TS0048.an estimated accuracy of +/- 6 seconds.
 TS0048
 TS0048.The orthometric height was determined by differential leveling
 TS0048.and adjusted by the National Geodetic Survey in June 1991..
 TS0048
 TS0048.The geoid height was determined by GEOID03.
 TS0048
 TS0048.The dynamic height is computed by dividing the NAVD 88
 TS0048.geopotential number by the normal gravity value computed on the
 TS0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0048.degrees latitude (g = 980.6199 gals.).
 TS0048
 TS0048.The modeled gravity was interpolated from observed gravity values.
 TS0048
 TS0048;                    North         East    Units  Estimated Accuracy
 TS0048;SPC WA N     -   136,560.      250,240.      MT  (+/- 180 meters Scaled)
 TS0048
 TS0048                          SUPERSEDED SURVEY CONTROL
 TS0048
 TS0048  NGVD 29 (??/??/92)   20.359  (m)           66.79   (f) ADJ UNCH    1 2
 TS0048
 TS0048.Superseded values are not recommended for survey control.
 TS0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0048.See file dsdata.txt to determine how the superseded data were derived.
 TS0048
 TS0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU113369(NAD 83)
 TS0048_MARKER: DB = BENCH MARK DISK
 TS0048_SETTING: 0 = UNSPECIFIED SETTING
 TS0048_STAMPING: D 242 1942
 TS0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0048
 TS0048  HISTORY     - Date     Condition        Report By
 TS0048  HISTORY     - 1942     MONUMENTED       CGS
 TS0048  HISTORY     - 1956     MARK NOT FOUND   NGS
 TS0048  HISTORY     - 1974     MARK NOT FOUND   NGS
 TS0048
 TS0048                          STATION DESCRIPTION
 TS0048
 TS0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TS0048'4.25 MI W FROM PYSHT.
 TS0048'LOCATED ALONG STATE HIGHWAY 9A FROM THE FOUR-CORNERED INTERSECTION IN
 TS0048'PYSHT, NORTHEAST OF A LARGE STUMP, 12 FEET SOUTHEAST OF A TELEPHONE
 TS0048'POLE NO. 1495 AND 24 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 TS0048'A USBM WITNESS POST IS NEAR THE MARK.  NOTE-- A TELEPHONE
 TS0048'RIGHT-OF-WAY HAS BEEN CLEARED IN RECENT YEARS IN THE DESCRIBED
 TS0048'POSITION.
 TS0048
 TS0048                          STATION RECOVERY (1974)
 TS0048
 TS0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TS0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0018 ***********************************************************************
 SB0018  DESIGNATION -  D 244
 SB0018  PID         -  SB0018
 SB0018  STATE/COUNTY-  WA/KITTITAS
 SB0018  USGS QUAD   -  WYMER (1953)
 SB0018
 SB0018                         *CURRENT SURVEY CONTROL
 SB0018  ___________________________________________________________________
 SB0018* NAD 83(1986)-  46 47 59.     (N)    120 27 52.     (W)     SCALED    
 SB0018* NAVD 88     -       387.715  (meters)    1272.03   (feet)  ADJUSTED  
 SB0018  ___________________________________________________________________
 SB0018  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 SB0018  DYNAMIC HT  -         387.720 (meters)    1272.04  (feet)  COMP
 SB0018  MODELED GRAV-     980,615.5   (mgal)                       NAVD 88
 SB0018
 SB0018  VERT ORDER  -  FIRST     CLASS II
 SB0018
 SB0018.The horizontal coordinates were scaled from a topographic map and have
 SB0018.an estimated accuracy of +/- 6 seconds.
 SB0018
 SB0018.The orthometric height was determined by differential leveling
 SB0018.and adjusted by the National Geodetic Survey in June 1991..
 SB0018
 SB0018.The geoid height was determined by GEOID03.
 SB0018
 SB0018.The dynamic height is computed by dividing the NAVD 88
 SB0018.geopotential number by the normal gravity value computed on the
 SB0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0018.degrees latitude (g = 980.6199 gals.).
 SB0018
 SB0018.The modeled gravity was interpolated from observed gravity values.
 SB0018
 SB0018;                    North         East    Units  Estimated Accuracy
 SB0018;SPC WA S     -   162,990.      502,710.      MT  (+/- 180 meters Scaled)
 SB0018
 SB0018                          SUPERSEDED SURVEY CONTROL
 SB0018
 SB0018  NGVD 29 (??/??/92)  386.629  (m)         1268.47   (f) ADJ UNCH    1 2
 SB0018
 SB0018.Superseded values are not recommended for survey control.
 SB0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0018.See file dsdata.txt to determine how the superseded data were derived.
 SB0018
 SB0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS934860(NAD 83)
 SB0018_MARKER: DB = BENCH MARK DISK
 SB0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0018_SP_SET: ROCK SHELF
 SB0018_STAMPING: D 244 1944
 SB0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0018
 SB0018  HISTORY     - Date     Condition        Report By
 SB0018  HISTORY     - 1944     MONUMENTED       CGS
 SB0018
 SB0018                          STATION DESCRIPTION
 SB0018
 SB0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SB0018'3.2 MI S FROM WYMER.
 SB0018'3.2 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0018'WYMER, KITTITAS COUNTY, 0.2 MILE NORTH OF MILEPOST 107, IN A CUT, 70
 SB0018'FEET NORTH OF THE SOUTH END OF THE CUT, 14.7 FEET WEST OF THE
 SB0018'CENTERLINE OF THE TRACK, IN A ROCK SHELF PROJECTING FROM THE SIDE OF
 SB0018'THE CUT, AND 3 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 SB0018'STAMPED D 244 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0029 ***********************************************************************
 SB0029  DESIGNATION -  D 245
 SB0029  PID         -  SB0029
 SB0029  STATE/COUNTY-  WA/YAKIMA
 SB0029  USGS QUAD   -  POMONA (1985)
 SB0029
 SB0029                         *CURRENT SURVEY CONTROL
 SB0029  ___________________________________________________________________
 SB0029* NAD 83(1986)-  46 44 06.     (N)    120 27 08.     (W)     SCALED    
 SB0029* NAVD 88     -       363.084  (meters)    1191.22   (feet)  ADJUSTED  
 SB0029  ___________________________________________________________________
 SB0029  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 SB0029  DYNAMIC HT  -         363.086 (meters)    1191.22  (feet)  COMP
 SB0029  MODELED GRAV-     980,608.7   (mgal)                       NAVD 88
 SB0029
 SB0029  VERT ORDER  -  FIRST     CLASS II
 SB0029
 SB0029.The horizontal coordinates were scaled from a topographic map and have
 SB0029.an estimated accuracy of +/- 6 seconds.
 SB0029
 SB0029.The orthometric height was determined by differential leveling
 SB0029.and adjusted by the National Geodetic Survey in June 1991..
 SB0029
 SB0029.The geoid height was determined by GEOID03.
 SB0029
 SB0029.The dynamic height is computed by dividing the NAVD 88
 SB0029.geopotential number by the normal gravity value computed on the
 SB0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0029.degrees latitude (g = 980.6199 gals.).
 SB0029
 SB0029.The modeled gravity was interpolated from observed gravity values.
 SB0029
 SB0029;                    North         East    Units  Estimated Accuracy
 SB0029;SPC WA S     -   155,800.      503,650.      MT  (+/- 180 meters Scaled)
 SB0029
 SB0029                          SUPERSEDED SURVEY CONTROL
 SB0029
 SB0029  NGVD 29 (??/??/92)  362.002  (m)         1187.67   (f) ADJ UNCH    1 2
 SB0029
 SB0029.Superseded values are not recommended for survey control.
 SB0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0029.See file dsdata.txt to determine how the superseded data were derived.
 SB0029
 SB0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS946788(NAD 83)
 SB0029_MARKER: DB = BENCH MARK DISK
 SB0029_SETTING: 80 = SET IN A BOULDER
 SB0029_SP_SET: BOULDER
 SB0029_STAMPING: D 245 1944
 SB0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0029+STABILITY: SURFACE MOTION
 SB0029
 SB0029  HISTORY     - Date     Condition        Report By
 SB0029  HISTORY     - 1944     MONUMENTED       CGS
 SB0029  HISTORY     - 1962     MARK NOT FOUND   NGS
 SB0029
 SB0029                          STATION DESCRIPTION
 SB0029
 SB0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0029'7.4 MI NE FROM SELAH.
 SB0029'7.4 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0029'STATION AT SELAH, YAKIMA COUNTY, 14-1/2 RAILS NORTHEAST OF MILEPOST
 SB0029'101, 15 RAILS SOUTHWEST OF SEMAPHORE 1011, 17.8 FEET NORTHWEST OF THE
 SB0029'NORTHWEST RAIL, IN THE TOP OF A RED BOULDER FLUSH WITH THE GROUND, AND
 SB0029'1 FOOT BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED D 245
 SB0029'1944.  NOTE-- PROBABLY COVERED UP WITH DIRT AND GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0009 ***********************************************************************
 SB0009  DESIGNATION -  D 246
 SB0009  PID         -  SB0009
 SB0009  STATE/COUNTY-  WA/KITTITAS
 SB0009  USGS QUAD   -  WYMER (1953)
 SB0009
 SB0009                         *CURRENT SURVEY CONTROL
 SB0009  ___________________________________________________________________
 SB0009* NAD 83(1986)-  46 51 21.     (N)    120 29 06.     (W)     SCALED    
 SB0009* NAVD 88     -       408.817  (meters)    1341.26   (feet)  ADJUSTED  
 SB0009  ___________________________________________________________________
 SB0009  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 SB0009  DYNAMIC HT  -         408.821 (meters)    1341.27  (feet)  COMP
 SB0009  MODELED GRAV-     980,612.4   (mgal)                       NAVD 88
 SB0009
 SB0009  VERT ORDER  -  FIRST     CLASS II
 SB0009
 SB0009.The horizontal coordinates were scaled from a topographic map and have
 SB0009.an estimated accuracy of +/- 6 seconds.
 SB0009
 SB0009.The orthometric height was determined by differential leveling
 SB0009.and adjusted by the National Geodetic Survey in June 1991..
 SB0009
 SB0009.The geoid height was determined by GEOID03.
 SB0009
 SB0009.The dynamic height is computed by dividing the NAVD 88
 SB0009.geopotential number by the normal gravity value computed on the
 SB0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0009.degrees latitude (g = 980.6199 gals.).
 SB0009
 SB0009.The modeled gravity was interpolated from observed gravity values.
 SB0009
 SB0009;                    North         East    Units  Estimated Accuracy
 SB0009;SPC WA S     -   169,230.      501,140.      MT  (+/- 180 meters Scaled)
 SB0009
 SB0009                          SUPERSEDED SURVEY CONTROL
 SB0009
 SB0009  NGVD 29 (??/??/92)  407.721  (m)         1337.66   (f) ADJ UNCH    1 2
 SB0009
 SB0009.Superseded values are not recommended for survey control.
 SB0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0009.See file dsdata.txt to determine how the superseded data were derived.
 SB0009
 SB0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS917922(NAD 83)
 SB0009_MARKER: DB = BENCH MARK DISK
 SB0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0009_SP_SET: ABUTMENT
 SB0009_STAMPING: D 246 1944
 SB0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0009
 SB0009  HISTORY     - Date     Condition        Report By
 SB0009  HISTORY     - 1944     MONUMENTED       CGS
 SB0009  HISTORY     - 1962     MARK NOT FOUND   NGS
 SB0009
 SB0009                          STATION DESCRIPTION
 SB0009
 SB0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0009'3.6 MI N FROM WYMER.
 SB0009'3.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0009'WYMER, KITTITAS COUNTY, 7 RAILS SOUTHWEST OF MILEPOST 114, AT BRIDGE
 SB0009'NO. 113 OVER UMTANUM CREEK, IN THE TOP OF THE WEST WINGWALL OF THE
 SB0009'NORTH ABUTMENT, 4.5 FEET WEST OF THE WEST RAIL, AND 1.1 FEET SOUTH OF
 SB0009'THE NORTH END OF THE ABUTMENT.  A STANDARD DISK, STAMPED D 246 1944.
 SB0009'NOTE-- THE BRIDGE HAS BEEN REBUILT AND THE MARK IS NOW UNDER ABOUT
 SB0009'FOUR INCHES OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0415 ***********************************************************************
 SX0415  DESIGNATION -  D 247
 SX0415  PID         -  SX0415
 SX0415  STATE/COUNTY-  WA/KITTITAS
 SX0415  USGS QUAD   -  CLE ELUM (1984)
 SX0415
 SX0415                         *CURRENT SURVEY CONTROL
 SX0415  ___________________________________________________________________
 SX0415* NAD 83(1986)-  47 11 34.     (N)    120 56 56.     (W)     SCALED    
 SX0415* NAVD 88     -       587.808  (meters)    1928.50   (feet)  ADJUSTED  
 SX0415  ___________________________________________________________________
 SX0415  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 SX0415  DYNAMIC HT  -         587.814 (meters)    1928.52  (feet)  COMP
 SX0415  MODELED GRAV-     980,605.2   (mgal)                       NAVD 88
 SX0415
 SX0415  VERT ORDER  -  FIRST     CLASS II
 SX0415
 SX0415.The horizontal coordinates were scaled from a topographic map and have
 SX0415.an estimated accuracy of +/- 6 seconds.
 SX0415
 SX0415.The orthometric height was determined by differential leveling
 SX0415.and adjusted by the National Geodetic Survey in June 1991..
 SX0415
 SX0415.The geoid height was determined by GEOID03.
 SX0415
 SX0415.The dynamic height is computed by dividing the NAVD 88
 SX0415.geopotential number by the normal gravity value computed on the
 SX0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0415.degrees latitude (g = 980.6199 gals.).
 SX0415
 SX0415.The modeled gravity was interpolated from observed gravity values.
 SX0415
 SX0415;                    North         East    Units  Estimated Accuracy
 SX0415;SPC WA S     -   206,780.      465,980.      MT  (+/- 180 meters Scaled)
 SX0415
 SX0415                          SUPERSEDED SURVEY CONTROL
 SX0415
 SX0415  NGVD 29 (??/??/92)  586.645  (m)         1924.68   (f) ADJ UNCH    1 2
 SX0415
 SX0415.Superseded values are not recommended for survey control.
 SX0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0415.See file dsdata.txt to determine how the superseded data were derived.
 SX0415
 SX0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT553286(NAD 83)
 SX0415_MARKER: DB = BENCH MARK DISK
 SX0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0415_SP_SET: CONCRETE WALL
 SX0415_STAMPING: D 247 1944
 SX0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0415
 SX0415  HISTORY     - Date     Condition        Report By
 SX0415  HISTORY     - 1944     MONUMENTED       CGS
 SX0415  HISTORY     - 1958     GOOD             NGS
 SX0415  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0415  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SX0415
 SX0415                          STATION DESCRIPTION
 SX0415
 SX0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SX0415'0.6 MI W FROM CLE ELUM.
 SX0415'0.6 MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SX0415'CLE ELUM, KITTITAS COUNTY, AT THE CROSSING OF A CONCRETE ROAD LEADING
 SX0415'TO SOUTH CLE ELUM, 51 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 SX0415'16.7 FEET EAST OF THE CENTERLINE OF THE CONCRETE ROAD, AT THE NORTH
 SX0415'END OF THE STEEL BRIDGE OVER YAKIMA RIVER, IN THE TOP OF THE CONCRETE
 SX0415'WALL, 4 FEET SOUTHWEST OF THE NORTHEAST END OF THE WALL, AND 3 FEET
 SX0415'ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED D 247 1944.
 SX0415
 SX0415                          STATION RECOVERY (1982)
 SX0415
 SX0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0415'NOT RECOVERED.
 SX0415
 SX0415                          STATION RECOVERY (1984)
 SX0415
 SX0415'RECOVERY NOTE BY US POWER SQUADRON 1984
 SX0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0416 ***********************************************************************
 SX0416  DESIGNATION -  D 247 RESET
 SX0416  PID         -  SX0416
 SX0416  STATE/COUNTY-  WA/KITTITAS
 SX0416  USGS QUAD   -  CLE ELUM (1984)
 SX0416
 SX0416                         *CURRENT SURVEY CONTROL
 SX0416  ___________________________________________________________________
 SX0416* NAD 83(1986)-  47 11 34.     (N)    120 56 56.     (W)     SCALED    
 SX0416* NAVD 88     -       585.24   (+/-2cm)    1920.1    (feet)  VERTCON   
 SX0416  ___________________________________________________________________
 SX0416  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 SX0416
 SX0416  VERT ORDER  -  THIRD (See Below)
 SX0416
 SX0416.The horizontal coordinates were scaled from a topographic map and have
 SX0416.an estimated accuracy of +/- 6 seconds.
 SX0416
 SX0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0416.The vertical order pertains to the NGVD 29 superseded value.
 SX0416
 SX0416.The geoid height was determined by GEOID03.
 SX0416
 SX0416;                    North         East    Units  Estimated Accuracy
 SX0416;SPC WA S     -   206,780.      465,980.      MT  (+/- 180 meters Scaled)
 SX0416
 SX0416                          SUPERSEDED SURVEY CONTROL
 SX0416
 SX0416  NGVD 29 (12/17/02)  584.08   (m)         1916.3    (f) RESET       3  
 SX0416
 SX0416.Superseded values are not recommended for survey control.
 SX0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0416.See file dsdata.txt to determine how the superseded data were derived.
 SX0416
 SX0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT553286(NAD 83)
 SX0416_MARKER: DB = BENCH MARK DISK
 SX0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0416_SP_SET: BRIDGE
 SX0416_STAMPING: D 247 RESET 1964
 SX0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0416
 SX0416  HISTORY     - Date     Condition        Report By
 SX0416  HISTORY     - 1964     MONUMENTED       CGS
 SX0416  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0416
 SX0416                          STATION DESCRIPTION
 SX0416
 SX0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SX0416'0.6 MI W FROM CLE ELUM.
 SX0416'0.6 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SX0416'CLE ELUM, AT THE CROSSING OF A CONCRETE ROAD LEADING TO SOUTH CLE
 SX0416'ELUM, 51 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 16.7 FEET
 SX0416'EAST OF THE CENTERLINE OF THE CONCRETE ROAD, AT THE NORTH END OF THE
 SX0416'STEEL BRIDGE OVER YAKIMA RIVER, IN THE TOP OF THE CONCRETE WALL, 4
 SX0416'FEET SOUTHWEST OF THE NORTHEAST END OF THE WALL AND 3 FEET ABOVE THE
 SX0416'LEVEL OF THE ROAD.  100 YARDS S. OF ABOVE DESCRIPTION ON THE SOUTH
 SX0416'SIDE OF THE YAKIMA RIVER AND SOUTHWEST OF THE POINT WHERE THE FREEWAY
 SX0416'IS TO CROSS THE RIVER.  THE MARK IS SET IN THE NORTH END OF THE SECOND
 SX0416'CONCRETE STEP AT THE DOOR INTO THE LIVING QUARTERS ON THE EAST SIDE OF
 SX0416'THE GROCERY STORE AT RIVERSIDE CABIN COURT, WHICH IS OWNED BY MR.
 SX0416'STANLEY RALKOWSKI.
 SX0416
 SX0416                          STATION RECOVERY (1982)
 SX0416
 SX0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0416'NOT RECOVERED, NEW BRIDGE BUILT IN 1965, BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0699 ***********************************************************************
 SX0699  DESIGNATION -  D 248
 SX0699  PID         -  SX0699
 SX0699  STATE/COUNTY-  WA/KING
 SX0699  USGS QUAD   -  LESTER (1989)
 SX0699
 SX0699                         *CURRENT SURVEY CONTROL
 SX0699  ___________________________________________________________________
 SX0699* NAD 83(1986)-  47 14 57.     (N)    121 23 45.     (W)     SCALED    
 SX0699* NAVD 88     -       706.440  (meters)    2317.71   (feet)  ADJUSTED  
 SX0699  ___________________________________________________________________
 SX0699  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 SX0699  DYNAMIC HT  -         706.420 (meters)    2317.65  (feet)  COMP
 SX0699  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 SX0699
 SX0699  VERT ORDER  -  FIRST     CLASS II
 SX0699
 SX0699.The horizontal coordinates were scaled from a topographic map and have
 SX0699.an estimated accuracy of +/- 6 seconds.
 SX0699
 SX0699.The orthometric height was determined by differential leveling
 SX0699.and adjusted by the National Geodetic Survey in June 1991..
 SX0699
 SX0699.The geoid height was determined by GEOID03.
 SX0699
 SX0699.The dynamic height is computed by dividing the NAVD 88
 SX0699.geopotential number by the normal gravity value computed on the
 SX0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0699.degrees latitude (g = 980.6199 gals.).
 SX0699
 SX0699.The modeled gravity was interpolated from observed gravity values.
 SX0699
 SX0699;                    North         East    Units  Estimated Accuracy
 SX0699;SPC WA N     -    27,860.      457,420.      MT  (+/- 180 meters Scaled)
 SX0699
 SX0699                          SUPERSEDED SURVEY CONTROL
 SX0699
 SX0699  NGVD 29 (??/??/92)  705.247  (m)         2313.80   (f) ADJ UNCH    1 2
 SX0699
 SX0699.Superseded values are not recommended for survey control.
 SX0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0699.See file dsdata.txt to determine how the superseded data were derived.
 SX0699
 SX0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT213341(NAD 83)
 SX0699_MARKER: DB = BENCH MARK DISK
 SX0699_SETTING: 66 = SET IN ROCK OUTCROP
 SX0699_SP_SET: ROCK LEDGE
 SX0699_STAMPING: D 248 1944
 SX0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0699+STABILITY: POSITION/ELEVATION WELL
 SX0699
 SX0699  HISTORY     - Date     Condition        Report By
 SX0699  HISTORY     - 1944     MONUMENTED       CGS
 SX0699  HISTORY     - 1958     MARK NOT FOUND   USGS
 SX0699
 SX0699                          STATION DESCRIPTION
 SX0699
 SX0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0699'4.3 MI SW FROM STAMPEDE TUNNEL.
 SX0699'4.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0699'SOUTHWEST END OF STAMPEDE TUNNEL, KING COUNTY, 3 RAILS WEST OF
 SX0699'MILEPOST 53, NEAR THE EAST END OF A CURVED CUT, 10.6 FEET SOUTH OF THE
 SX0699'SOUTH RAIL OF THE SOUTH TRACK, IN THE LEDGE UNDER A PROJECTING ROCK,
 SX0699'AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED D
 SX0699'248 1944.
 SX0699
 SX0699                          STATION RECOVERY (1958)
 SX0699
 SX0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 SX0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0820 ***********************************************************************
 SA0820  DESIGNATION -  D 250
 SA0820  PID         -  SA0820
 SA0820  STATE/COUNTY-  WA/FRANKLIN
 SA0820  USGS QUAD   -  GLADE (1992)
 SA0820
 SA0820                         *CURRENT SURVEY CONTROL
 SA0820  ___________________________________________________________________
 SA0820* NAD 83(1986)-  46 19 26.     (N)    119 07 12.     (W)     SCALED    
 SA0820* NAVD 88     -       150.243  (meters)     492.92   (feet)  ADJUSTED  
 SA0820  ___________________________________________________________________
 SA0820  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA0820  DYNAMIC HT  -         150.248 (meters)     492.94  (feet)  COMP
 SA0820  MODELED GRAV-     980,646.0   (mgal)                       NAVD 88
 SA0820
 SA0820  VERT ORDER  -  FIRST     CLASS II
 SA0820
 SA0820.The horizontal coordinates were scaled from a topographic map and have
 SA0820.an estimated accuracy of +/- 6 seconds.
 SA0820
 SA0820.The orthometric height was determined by differential leveling
 SA0820.and adjusted by the National Geodetic Survey in June 1991..
 SA0820
 SA0820.The geoid height was determined by GEOID03.
 SA0820
 SA0820.The dynamic height is computed by dividing the NAVD 88
 SA0820.geopotential number by the normal gravity value computed on the
 SA0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0820.degrees latitude (g = 980.6199 gals.).
 SA0820
 SA0820.The modeled gravity was interpolated from observed gravity values.
 SA0820
 SA0820;                    North         East    Units  Estimated Accuracy
 SA0820;SPC WA S     -   111,030.      606,260.      MT  (+/- 180 meters Scaled)
 SA0820
 SA0820                          SUPERSEDED SURVEY CONTROL
 SA0820
 SA0820  NGVD 29 (??/??/92)  149.213  (m)          489.54   (f) ADJ UNCH    1 2
 SA0820
 SA0820.Superseded values are not recommended for survey control.
 SA0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0820.See file dsdata.txt to determine how the superseded data were derived.
 SA0820
 SA0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM368322(NAD 83)
 SA0820_MARKER: DB = BENCH MARK DISK
 SA0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0820_STAMPING: D 250 1944
 SA0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0820+STABILITY: SURFACE MOTION
 SA0820
 SA0820  HISTORY     - Date     Condition        Report By
 SA0820  HISTORY     - 1944     MONUMENTED       CGS
 SA0820  HISTORY     - 1973     GOOD             USGS
 SA0820  HISTORY     - 1981     MARK NOT FOUND   NGS
 SA0820  HISTORY     - 19901002 MARK NOT FOUND   USPSQD
 SA0820
 SA0820                          STATION DESCRIPTION
 SA0820
 SA0820'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SA0820'1.1 MI S FROM GLADE.
 SA0820'PASCO COURTHOUSE, NORTH ON N. FOURTH AVE. 6.8 MILES TO CROSS ROADS,
 SA0820'TURN RIGHT, EAST 0.4 MILE TO GRX. (6.5 MILES NW ALONG THE BURLINGTON
 SA0820'NORTHERN RR STATION AT PASCO AND 1.1 SOUTHWEST OF SIGN GLADE) 46.5 FT
 SA0820'NE OF GRX, 36.6 FT SW OF TELEPHONE POSE 33 BG, 36.5 FT N.OF RD., 24.0
 SA0820'FT E. OF E. RAIL.  IN THE WEST TRACK OF ACCESS ROAD LEADING NORTH ON
 SA0820'THE EAST SIDE OF RAILROAD.  SET IN TOP OF A CONCRETE POST 0.2 FOOT
 SA0820'BELOW GROUND.  A STANDARD DISK STAMPED D 250 1944.
 SA0820
 SA0820                          STATION RECOVERY (1981)
 SA0820
 SA0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0820'BELIEVED DESTROYED, AREA HAS BEEN BLADED.
 SA0820
 SA0820                          STATION RECOVERY (1990)
 SA0820
 SA0820'RECOVERY NOTE BY US POWER SQUADRON 1990 (ALM)
 SA0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0574 ***********************************************************************
 SY0574  DESIGNATION -  D 252 RESET
 SY0574  PID         -  SY0574
 SY0574  STATE/COUNTY-  WA/KING
 SY0574  USGS QUAD   -  AUBURN (1994)
 SY0574
 SY0574                         *CURRENT SURVEY CONTROL
 SY0574  ___________________________________________________________________
 SY0574* NAD 83(1986)-  47 18 11.     (N)    122 13 58.     (W)     SCALED    
 SY0574* NAVD 88     -        28.190  (meters)      92.49   (feet)  ADJUSTED  
 SY0574  ___________________________________________________________________
 SY0574  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SY0574  DYNAMIC HT  -          28.194 (meters)      92.50  (feet)  COMP
 SY0574  MODELED GRAV-     980,756.0   (mgal)                       NAVD 88
 SY0574
 SY0574  VERT ORDER  -  FIRST     CLASS I
 SY0574
 SY0574.The horizontal coordinates were scaled from a topographic map and have
 SY0574.an estimated accuracy of +/- 6 seconds.
 SY0574
 SY0574.The orthometric height was determined by differential leveling
 SY0574.and adjusted by the National Geodetic Survey in June 1991..
 SY0574
 SY0574.The geoid height was determined by GEOID03.
 SY0574
 SY0574.The dynamic height is computed by dividing the NAVD 88
 SY0574.geopotential number by the normal gravity value computed on the
 SY0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0574.degrees latitude (g = 980.6199 gals.).
 SY0574
 SY0574.The modeled gravity was interpolated from observed gravity values.
 SY0574
 SY0574;                    North         East    Units  Estimated Accuracy
 SY0574;SPC WA N     -    34,660.      394,170.      MT  (+/- 180 meters Scaled)
 SY0574
 SY0574                          SUPERSEDED SURVEY CONTROL
 SY0574
 SY0574  NGVD 29 (??/??/??)   27.116  (m)           88.96   (f) ADJUSTED    1 1
 SY0574
 SY0574.Superseded values are not recommended for survey control.
 SY0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0574.See file dsdata.txt to determine how the superseded data were derived.
 SY0574
 SY0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET579391(NAD 83)
 SY0574_MARKER: DB = BENCH MARK DISK
 SY0574_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SY0574_SP_SET: BRIDGE PILLAR
 SY0574_STAMPING: D 252 RESET 1973
 SY0574_MARK LOGO: CGS   
 SY0574_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0574+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 SY0574
 SY0574  HISTORY     - Date     Condition        Report By
 SY0574  HISTORY     - 1973     MONUMENTED       NGS
 SY0574  HISTORY     - 1983     GOOD             NGS
 SY0574  HISTORY     - 1987     GOOD             USPSQD
 SY0574  HISTORY     - 19950121 GOOD             NOS
 SY0574  HISTORY     - 20041207 GOOD             WADT
 SY0574
 SY0574                          STATION DESCRIPTION
 SY0574
 SY0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0574'IN AUBURN.
 SY0574'AT AUBURN, 0.3 MILE SOUTH ALONG A STREET SE FROM THE JUNCTION OF EAST
 SY0574'MAIN STREET, AT STATE HIGHWAY 18 OVERPASS, SET VERTICALLY IN THE NORTH
 SY0574'FACE OF THE FIRST CONCRETE PIER EAST OF THE STREET, 16.0 FEET EAST OF
 SY0574'THE EAST CURB OF THE STREET, ABOUT 5 FEET HIGHER THAN THE STREET AND
 SY0574'4.0 FEET ABOVE THE GROUND.  SECTION 18, T21N, R 5E.
 SY0574
 SY0574                          STATION RECOVERY (1983)
 SY0574
 SY0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SY0574'RECOVERED IN GOOD CONDITION.
 SY0574
 SY0574                          STATION RECOVERY (1987)
 SY0574
 SY0574'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY0574'RECOVERED IN GOOD CONDITION.
 SY0574
 SY0574                          STATION RECOVERY (1995)
 SY0574
 SY0574'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JGF)
 SY0574'RECOVERED AS DESCRIBED.  THIS VERTICAL MARK IS DIFFICULT TO USE AT
 SY0574'BEST, A TAPE DOWN AT ABOUT 3 METERS (9.8 FT) DISTANCE THEN DOWN A
 SY0574'STAIRCASE OR A TAPE UP FROM ACROSS THE STREET.  WE CHOOSE THE LATTER
 SY0574'AS IT WAS EASIER TO GET UP ON THE TRACKS.
 SY0574
 SY0574                          STATION RECOVERY (2004)
 SY0574
 SY0574'RECOVERY NOTE BY WA DEPT OF TRANSP 2004 (RFT)
 SY0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0832 ***********************************************************************
 SY0832  DESIGNATION -  D 254
 SY0832  PID         -  SY0832
 SY0832  STATE/COUNTY-  WA/KITSAP
 SY0832  USGS QUAD   -  BELFAIR (1994)
 SY0832
 SY0832                         *CURRENT SURVEY CONTROL
 SY0832  ___________________________________________________________________
 SY0832* NAD 83(1986)-  47 29 51.     (N)    122 45 40.     (W)     SCALED    
 SY0832* NAVD 88     -       134.563  (meters)     441.48   (feet)  POSTED    
 SY0832  ___________________________________________________________________
 SY0832  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 SY0832  DYNAMIC HT  -         134.590 (meters)     441.57  (feet)  COMP
 SY0832  MODELED GRAV-     980,807.1   (mgal)                       NAVD 88
 SY0832
 SY0832  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0832
 SY0832.The horizontal coordinates were scaled from a topographic map and have
 SY0832.an estimated accuracy of +/- 6 seconds.
 SY0832
 SY0832.The orthometric height was determined by differential leveling
 SY0832.and adjusted by the National Geodetic Survey in 1992..
 SY0832.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0832.rate of 0.0 thru 1.0 mm/km.
 SY0832
 SY0832.The geoid height was determined by GEOID03.
 SY0832
 SY0832.The dynamic height is computed by dividing the NAVD 88
 SY0832.geopotential number by the normal gravity value computed on the
 SY0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0832.degrees latitude (g = 980.6199 gals.).
 SY0832
 SY0832.The modeled gravity was interpolated from observed gravity values.
 SY0832
 SY0832;                    North         East    Units  Estimated Accuracy
 SY0832;SPC WA N     -    57,130.      354,760.      MT  (+/- 180 meters Scaled)
 SY0832
 SY0832                          SUPERSEDED SURVEY CONTROL
 SY0832
 SY0832  NGVD 29 (??/??/??)  133.496  (m)          437.98   (f) ADJUSTED    1 2
 SY0832
 SY0832.Superseded values are not recommended for survey control.
 SY0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0832.See file dsdata.txt to determine how the superseded data were derived.
 SY0832
 SY0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET179604(NAD 83)
 SY0832_MARKER: DB = BENCH MARK DISK
 SY0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0832_STAMPING: D 254 1944
 SY0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0832+STABILITY: SURFACE MOTION
 SY0832
 SY0832  HISTORY     - Date     Condition        Report By
 SY0832  HISTORY     - 1944     MONUMENTED       CGS
 SY0832  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0832  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 SY0832
 SY0832                          STATION DESCRIPTION
 SY0832
 SY0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0832'4.7 MI NE FROM BELFAIR.
 SY0832'IN KITSAP COUNTY, 4.7 MILES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE
 SY0832'POST OFFICE AT BELFAIR, MASON COUNTY, AT THE MAIN ENTRANCE TO KITSAP
 SY0832'COUNTY AIRPORT, 51.8 FEET NORTHEAST OF THE NORTHEAST GATEPOST, 49 FEET
 SY0832'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A
 SY0832'FENCE, AND 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A
 SY0832'STANDARD DISK, STAMPED D 254 1944 AND SET IN THE TOP OF A CONCRETE
 SY0832'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 SY0832
 SY0832                          STATION RECOVERY (1988)
 SY0832
 SY0832'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0832'MARK NOT FOUND.
 SY0832
 SY0832                          STATION RECOVERY (1996)
 SY0832
 SY0832'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1356 ***********************************************************************
 SY1356  DESIGNATION -  D 255
 SY1356  PID         -  SY1356
 SY1356  STATE/COUNTY-  WA/MASON
 SY1356  USGS QUAD   -  SHELTON VALLEY (1981)
 SY1356
 SY1356                         *CURRENT SURVEY CONTROL
 SY1356  ___________________________________________________________________
 SY1356* NAD 83(1986)-  47 14 25.     (N)    123 08 37.     (W)     SCALED    
 SY1356* NAVD 88     -        84.777  (meters)     278.14   (feet)  POSTED    
 SY1356  ___________________________________________________________________
 SY1356  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SY1356  DYNAMIC HT  -          84.790 (meters)     278.18  (feet)  COMP
 SY1356  MODELED GRAV-     980,803.5   (mgal)                       NAVD 88
 SY1356
 SY1356  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1356
 SY1356.This mark is at Sanderson Field Airport (SHN)
 SY1356
 SY1356.The horizontal coordinates were scaled from a topographic map and have
 SY1356.an estimated accuracy of +/- 6 seconds.
 SY1356
 SY1356.The orthometric height was determined by differential leveling
 SY1356.and adjusted by the National Geodetic Survey in 1992..
 SY1356.No vertical observational check was made to the station.
 SY1356.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1356.was located on a no-check spur therefore a value was not computed.
 SY1356
 SY1356.The geoid height was determined by GEOID03.
 SY1356
 SY1356.The dynamic height is computed by dividing the NAVD 88
 SY1356.geopotential number by the normal gravity value computed on the
 SY1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1356.degrees latitude (g = 980.6199 gals.).
 SY1356
 SY1356.The modeled gravity was interpolated from observed gravity values.
 SY1356
 SY1356;                    North         East    Units  Estimated Accuracy
 SY1356;SPC WA S     -   215,320.      299,880.      MT  (+/- 180 meters Scaled)
 SY1356
 SY1356                          SUPERSEDED SURVEY CONTROL
 SY1356
 SY1356  NGVD 29 (??/??/??)   83.723  (m)          274.68   (f) ADJUSTED    1 2
 SY1356
 SY1356.Superseded values are not recommended for survey control.
 SY1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1356.See file dsdata.txt to determine how the superseded data were derived.
 SY1356
 SY1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT891318(NAD 83)
 SY1356_MARKER: DB = BENCH MARK DISK
 SY1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1356_SP_SET: CONCRETE BASE
 SY1356_STAMPING: D 255 1944
 SY1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1356
 SY1356  HISTORY     - Date     Condition        Report By
 SY1356  HISTORY     - 1944     MONUMENTED       CGS
 SY1356  HISTORY     - 1973     GOOD             NGS
 SY1356  HISTORY     - 1975     GOOD             USGS
 SY1356  HISTORY     - 1987     GOOD             USPSQD
 SY1356  HISTORY     - 1989     GOOD             USPSQD
 SY1356  HISTORY     - 19960814 MARK NOT FOUND   CHANCE
 SY1356
 SY1356                          STATION DESCRIPTION
 SY1356
 SY1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY1356'3.5 MI NW FROM SHELTON.
 SY1356'3.5 MILES NORTHWEST ALONG U. S. HIGHWAY 101 FROM THE HIGH SCHOOL AT
 SY1356'SHELTON, MASON COUNTY, AT MASON COUNTY AIRPORT (FORMERLY SHELTON
 SY1356'NAAS), 0.2 MILE SOUTH OF THE MAIN ENTRANCE, AT THE HANGAR, 24.9 FEET
 SY1356'NORTHEAST AND 3.9 FEET NORTHWEST OF THE WEST CORNER OF THE BUILDING,
 SY1356'AND IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF THE
 SY1356'NORTHWEST DOORS.  A STANDARD DISK STAMPED D 255 1944.
 SY1356
 SY1356                          STATION RECOVERY (1973)
 SY1356
 SY1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY1356'RECOVERED IN GOOD CONDITION.
 SY1356
 SY1356                          STATION RECOVERY (1975)
 SY1356
 SY1356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SY1356'3.1 MI NW. FROM OLD HIGH SCHOOL IN SHELTON, MASON COUNTY, AT
 SY1356'SANDERSON FIELD, 0.2 MI S. OF MAIN ENTRANCE, AT CONCRETE BASE OF THE
 SY1356'NW. HANGAR DOORS OF ORIGINAL HANGER, INSIDE OF CERTIFIED
 SY1356'MANUFACTURING CO. INC. BUILDING, IN A RESTRICTED AREA, STANDARD DISK
 SY1356'STAMPED D 255 1944.
 SY1356
 SY1356                          STATION RECOVERY (1987)
 SY1356
 SY1356'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1356'RECOVERED IN GOOD CONDITION.
 SY1356
 SY1356                          STATION RECOVERY (1989)
 SY1356
 SY1356'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1356'RECOVERED IN GOOD CONDITION.
 SY1356
 SY1356                          STATION RECOVERY (1996)
 SY1356
 SY1356'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SY1356'THE STATION WAS NOT RECOVERED AUG 14, 1996.  THE LOCATION DESCRIBED
 SY1356'HAS BEEN COVERED BY A NEW CONCRETE FLOOR INSIDE OF BUILDING NUMBER
 SY1356'405.  MONUMENT SEARCH LASTED 0.5 MAN-HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0935 ***********************************************************************
 SY0935  DESIGNATION -  D 256
 SY0935  PID         -  SY0935
 SY0935  STATE/COUNTY-  WA/KITSAP
 SY0935  USGS QUAD   -  BREMERTON WEST (1981)
 SY0935
 SY0935                         *CURRENT SURVEY CONTROL
 SY0935  ___________________________________________________________________
 SY0935* NAD 83(1986)-  47 35 28.     (N)    122 41 27.     (W)     SCALED    
 SY0935* NAVD 88     -        44.282  (meters)     145.28   (feet)  POSTED    
 SY0935  ___________________________________________________________________
 SY0935  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 SY0935  DYNAMIC HT  -          44.290 (meters)     145.31  (feet)  COMP
 SY0935  MODELED GRAV-     980,795.8   (mgal)                       NAVD 88
 SY0935
 SY0935  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0935
 SY0935.The horizontal coordinates were scaled from a topographic map and have
 SY0935.an estimated accuracy of +/- 6 seconds.
 SY0935
 SY0935.The orthometric height was determined by differential leveling
 SY0935.and adjusted by the National Geodetic Survey in 1992..
 SY0935.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0935.rate of 0.0 thru 1.0 mm/km.
 SY0935
 SY0935.The geoid height was determined by GEOID03.
 SY0935
 SY0935.The dynamic height is computed by dividing the NAVD 88
 SY0935.geopotential number by the normal gravity value computed on the
 SY0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0935.degrees latitude (g = 980.6199 gals.).
 SY0935
 SY0935.The modeled gravity was interpolated from observed gravity values.
 SY0935
 SY0935;                    North         East    Units  Estimated Accuracy
 SY0935;SPC WA N     -    67,410.      360,310.      MT  (+/- 180 meters Scaled)
 SY0935
 SY0935                          SUPERSEDED SURVEY CONTROL
 SY0935
 SY0935  NGVD 29 (??/??/??)   43.213  (m)          141.77   (f) ADJUSTED    1 2
 SY0935
 SY0935.Superseded values are not recommended for survey control.
 SY0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0935.See file dsdata.txt to determine how the superseded data were derived.
 SY0935
 SY0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET232709(NAD 83)
 SY0935_MARKER: DB = BENCH MARK DISK
 SY0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0935_SP_SET: BUILDING
 SY0935_STAMPING: D 256 1944
 SY0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0935
 SY0935  HISTORY     - Date     Condition        Report By
 SY0935  HISTORY     - 1944     MONUMENTED       CGS
 SY0935  HISTORY     - 1975     MARK NOT FOUND   NGS
 SY0935
 SY0935                          STATION DESCRIPTION
 SY0935
 SY0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0935'IN NAVAL AMMUNITION DEPOT.
 SY0935'AT NAVAL AMMUNITION DEPOT, KITSAP COUNTY, AT BUILDING 104, IN THE
 SY0935'SOUTH CORNER OF THE RETAINING WALL, 2.3 FEET NORTH OF THE SOUTH END,
 SY0935'24.5 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHWEST-AND-SOUTHEAST
 SY0935'ROAD, AND 13.8 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK.  A
 SY0935'STANDARD DISK, STAMPED D 256 1944.
 SY0935
 SY0935                          STATION RECOVERY (1975)
 SY0935
 SY0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SY0935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0583 ***********************************************************************
 TR0583  DESIGNATION -  D 257 RESET 1953
 TR0583  PID         -  TR0583
 TR0583  STATE/COUNTY-  WA/JEFFERSON
 TR0583  USGS QUAD   -  NORDLAND (1973)
 TR0583
 TR0583                         *CURRENT SURVEY CONTROL
 TR0583  ___________________________________________________________________
 TR0583* NAD 83(1986)-  48 03 05.     (N)    122 43 44.     (W)     SCALED    
 TR0583* NAVD 88     -        47.30   (+/-2cm)     155.2    (feet)  VERTCON   
 TR0583  ___________________________________________________________________
 TR0583  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 TR0583
 TR0583  VERT ORDER  -  THIRD (See Below)
 TR0583
 TR0583.The horizontal coordinates were scaled from a topographic map and have
 TR0583.an estimated accuracy of +/- 6 seconds.
 TR0583
 TR0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR0583.The vertical order pertains to the NGVD 29 superseded value.
 TR0583
 TR0583.The geoid height was determined by GEOID03.
 TR0583
 TR0583;                    North         East    Units  Estimated Accuracy
 TR0583;SPC WA N     -   118,640.      358,710.      MT  (+/- 180 meters Scaled)
 TR0583
 TR0583                          SUPERSEDED SURVEY CONTROL
 TR0583
 TR0583  NGVD 29 (12/17/02)   46.24   (m)          151.7    (f) RESET       3  
 TR0583
 TR0583.Superseded values are not recommended for survey control.
 TR0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0583.See file dsdata.txt to determine how the superseded data were derived.
 TR0583
 TR0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU202220(NAD 83)
 TR0583_MARKER: DB = BENCH MARK DISK
 TR0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0583_SP_SET: LOADING PLATFORM
 TR0583_STAMPING: D 257 RESET 1953
 TR0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0583
 TR0583  HISTORY     - Date     Condition        Report By
 TR0583  HISTORY     - 1953     MONUMENTED       USFWA
 TR0583
 TR0583                          STATION DESCRIPTION
 TR0583
 TR0583'DESCRIBED BY US FEDERAL WORKS AGENCY 1953
 TR0583'IN INDIAN ISLAND.
 TR0583'AT INDIAN ISLAND, JEFFERSON COUNTY, 1.3 MILES NORTH ALONG THE MAIN
 TR0583'NORTH-AND -SOUTH ROAD FROM THE MAIN GATE OF THE U.S. NAVY
 TR0583'INSTALLATION, 110 FEET NORTH OF A ROAD LEADING WEST, AT BUILDING 88,
 TR0583'IN THE SOUTHWEST CORNER OF THE CONCRETE LOADING PLATFORM, NEAR THE TOP
 TR0583'OF A RAMP, 4.6 FEET SOUTH OF THE SOUTH EDGE OF THESOUTH DOOR, AND 0.49
 TR0583'FOOT FROM THE BUILDING.  A STANDARD DISK, STAMPED D 257 RESET 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0111 ***********************************************************************
 SW0111  DESIGNATION -  D 258
 SW0111  PID         -  SW0111
 SW0111  STATE/COUNTY-  WA/ADAMS
 SW0111  USGS QUAD   -  KARAKUL HILLS (1982)
 SW0111
 SW0111                         *CURRENT SURVEY CONTROL
 SW0111  ___________________________________________________________________
 SW0111* NAD 83(1986)-  47 14 11.     (N)    118 10 20.     (W)     SCALED    
 SW0111* NAVD 88     -       588.047  (meters)    1929.28   (feet)  ADJUSTED  
 SW0111  ___________________________________________________________________
 SW0111  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 SW0111  DYNAMIC HT  -         588.069 (meters)    1929.36  (feet)  COMP
 SW0111  MODELED GRAV-     980,631.7   (mgal)                       NAVD 88
 SW0111
 SW0111  VERT ORDER  -  FIRST     CLASS II
 SW0111
 SW0111.The horizontal coordinates were scaled from a topographic map and have
 SW0111.an estimated accuracy of +/- 6 seconds.
 SW0111
 SW0111.The orthometric height was determined by differential leveling
 SW0111.and adjusted by the National Geodetic Survey in June 1991..
 SW0111
 SW0111.The geoid height was determined by GEOID03.
 SW0111
 SW0111.The dynamic height is computed by dividing the NAVD 88
 SW0111.geopotential number by the normal gravity value computed on the
 SW0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0111.degrees latitude (g = 980.6199 gals.).
 SW0111
 SW0111.The modeled gravity was interpolated from observed gravity values.
 SW0111
 SW0111;                    North         East    Units  Estimated Accuracy
 SW0111;SPC WA S     -   214,130.      676,230.      MT  (+/- 180 meters Scaled)
 SW0111
 SW0111                          SUPERSEDED SURVEY CONTROL
 SW0111
 SW0111  NGVD 29 (??/??/92)  586.891  (m)         1925.49   (f) ADJ UNCH    1 2
 SW0111
 SW0111.Superseded values are not recommended for survey control.
 SW0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0111.See file dsdata.txt to determine how the superseded data were derived.
 SW0111
 SW0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN112321(NAD 83)
 SW0111_MARKER: DB = BENCH MARK DISK
 SW0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0111_STAMPING: D 258 1944
 SW0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0111+STABILITY: SURFACE MOTION
 SW0111
 SW0111  HISTORY     - Date     Condition        Report By
 SW0111  HISTORY     - 1944     MONUMENTED       CGS
 SW0111
 SW0111                          STATION DESCRIPTION
 SW0111
 SW0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SW0111'0.9 MI SW FROM KEYSTONE.
 SW0111'0.9 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SW0111'AT KEYSTONE, AT RAILROAD MILEAGE 51.9, ABOUT 350 SOUTHWEST OF THE
 SW0111'SOUTHWEST END OF THE KEYSTONE PASSING TRACK, 45 FEET NORTHWEST OF THE
 SW0111'NORTHWEST RAIL, 3 FEET SOUTH OF A REFERENCE POST, PROJECTING 0.7 FOOT.
 SW0111'A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1206 ***********************************************************************
 SY1206  DESIGNATION -  D 259
 SY1206  PID         -  SY1206
 SY1206  STATE/COUNTY-  WA/JEFFERSON
 SY1206  USGS QUAD   -  CENTER (1978)
 SY1206
 SY1206                         *CURRENT SURVEY CONTROL
 SY1206  ___________________________________________________________________
 SY1206* NAD 83(1986)-  47 59 27.     (N)    122 52 12.     (W)     SCALED    
 SY1206* NAVD 88     -        49.127  (meters)     161.18   (feet)  ADJUSTED  
 SY1206  ___________________________________________________________________
 SY1206  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SY1206  DYNAMIC HT  -          49.140 (meters)     161.22  (feet)  COMP
 SY1206  MODELED GRAV-     980,871.5   (mgal)                       NAVD 88
 SY1206
 SY1206  VERT ORDER  -  FIRST     CLASS II
 SY1206
 SY1206.The horizontal coordinates were scaled from a topographic map and have
 SY1206.an estimated accuracy of +/- 6 seconds.
 SY1206
 SY1206.The orthometric height was determined by differential leveling
 SY1206.and adjusted by the National Geodetic Survey in June 1991..
 SY1206
 SY1206.The geoid height was determined by GEOID03.
 SY1206
 SY1206.The dynamic height is computed by dividing the NAVD 88
 SY1206.geopotential number by the normal gravity value computed on the
 SY1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1206.degrees latitude (g = 980.6199 gals.).
 SY1206
 SY1206.The modeled gravity was interpolated from observed gravity values.
 SY1206
 SY1206;                    North         East    Units  Estimated Accuracy
 SY1206;SPC WA N     -   112,170.      348,010.      MT  (+/- 180 meters Scaled)
 SY1206
 SY1206                          SUPERSEDED SURVEY CONTROL
 SY1206
 SY1206  NGVD 29 (??/??/??)   48.004  (m)          157.49   (f) ADJUSTED    1 2
 SY1206
 SY1206.Superseded values are not recommended for survey control.
 SY1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1206.See file dsdata.txt to determine how the superseded data were derived.
 SY1206
 SY1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU096152(NAD 83)
 SY1206_MARKER: DB = BENCH MARK DISK
 SY1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1206_STAMPING: D 259 1944
 SY1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1206+STABILITY: SURFACE MOTION
 SY1206
 SY1206  HISTORY     - Date     Condition        Report By
 SY1206  HISTORY     - 1944     MONUMENTED       CGS
 SY1206
 SY1206                          STATION DESCRIPTION
 SY1206
 SY1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY1206'12.1 MI SW FROM PORT TOWNSEND.
 SY1206'12.1 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 9 FROM THE CITY HALL AT
 SY1206'PORT TOWNSEND, SET ON THE NORTHWEST SLOPE OF HILL IN HIGHWAY, 25 FEET
 SY1206'NORTHEAST OF CENTER-LINE OF HIGHWAY, 4.5 FEET NORTHWEST OF POLE NO.
 SY1206'281, 2.5 FEET SOUTHEAST OF REFERENCE POST.  BENCH MARK DISK SET IN TOP
 SY1206'OF A CONCRETE POST POURED IN THE FIELD AND PROJECTING ABOUT 0.4 FOOT
 SY1206'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1434 ***********************************************************************
 SY1434  DESIGNATION -  D 26
 SY1434  PID         -  SY1434
 SY1434  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1434  USGS QUAD   -  HUMPTULIPS (1990)
 SY1434
 SY1434                         *CURRENT SURVEY CONTROL
 SY1434  ___________________________________________________________________
 SY1434* NAD 83(1986)-  47 07 29.     (N)    123 53 39.     (W)     SCALED    
 SY1434* NAVD 88     -        66.235  (meters)     217.31   (feet)  ADJUSTED  
 SY1434  ___________________________________________________________________
 SY1434  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SY1434  DYNAMIC HT  -          66.246 (meters)     217.34  (feet)  COMP
 SY1434  MODELED GRAV-     980,772.0   (mgal)                       NAVD 88
 SY1434
 SY1434  VERT ORDER  -  FIRST     CLASS II
 SY1434
 SY1434.The horizontal coordinates were scaled from a topographic map and have
 SY1434.an estimated accuracy of +/- 6 seconds.
 SY1434
 SY1434.The orthometric height was determined by differential leveling
 SY1434.and adjusted by the National Geodetic Survey in June 1991..
 SY1434
 SY1434.The geoid height was determined by GEOID03.
 SY1434
 SY1434.The dynamic height is computed by dividing the NAVD 88
 SY1434.geopotential number by the normal gravity value computed on the
 SY1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1434.degrees latitude (g = 980.6199 gals.).
 SY1434
 SY1434.The modeled gravity was interpolated from observed gravity values.
 SY1434
 SY1434;                    North         East    Units  Estimated Accuracy
 SY1434;SPC WA S     -   204,660.      242,550.      MT  (+/- 180 meters Scaled)
 SY1434
 SY1434                          SUPERSEDED SURVEY CONTROL
 SY1434
 SY1434  NGVD 29 (??/??/??)   65.215  (m)          213.96   (f) ADJUSTED    1 2
 SY1434
 SY1434.Superseded values are not recommended for survey control.
 SY1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1434.See file dsdata.txt to determine how the superseded data were derived.
 SY1434
 SY1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT321194(NAD 83)
 SY1434_MARKER: DB = BENCH MARK DISK
 SY1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1434_STAMPING: 213.290 D 26 1926
 SY1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1434+STABILITY: SURFACE MOTION
 SY1434
 SY1434  HISTORY     - Date     Condition        Report By
 SY1434  HISTORY     - 1926     MONUMENTED       CGS
 SY1434  HISTORY     - 1974     MARK NOT FOUND   NGS
 SY1434  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1434
 SY1434                          STATION DESCRIPTION
 SY1434
 SY1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1434'11.2 MI S FROM HUMPTULIPS.
 SY1434'ABOUT 11.2 MILES SOUTH ALONG U. S. HIGHWAY 101 FROM HUMPTULIPS, 0.6
 SY1434'MILE SOUTH OF A HIGHWAY MAINTENANCE GARAGE, MIDWAY BETWEEN TWO WOODEN
 SY1434'BRIDGES LOCATED AT EACH END OF A 0.4 MILE TANGENT BEARING NORTH AND
 SY1434'SOUTH, 120 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A SMALL
 SY1434'COTTAGE AND GARAGE COMBINED, 36 FEET WEST OF THE CENTER LINE OF THE
 SY1434'HIGHWAY, AT THE FOOT OF A 3-FOOT EARTH BANK AND LEVEL WITH THE
 SY1434'PAVEMENT.  SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES. SEC
 SY1434'23, T19N, R 10W.
 SY1434
 SY1434                          STATION RECOVERY (1989)
 SY1434
 SY1434'RECOVERY NOTE BY US POWER SQUADRON 1989 (CMS)
 SY1434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0185 ***********************************************************************
 SA0185  DESIGNATION -  D 261
 SA0185  PID         -  SA0185
 SA0185  STATE/COUNTY-  WA/WALLA WALLA
 SA0185  USGS QUAD   -  COLLEGE PLACE (1978)
 SA0185
 SA0185                         *CURRENT SURVEY CONTROL
 SA0185  ___________________________________________________________________
 SA0185* NAD 83(1986)-  46 02 48.     (N)    118 24 48.     (W)     SCALED    
 SA0185* NAVD 88     -       226.044  (meters)     741.61   (feet)  ADJUSTED  
 SA0185  ___________________________________________________________________
 SA0185  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 SA0185  DYNAMIC HT  -         226.038 (meters)     741.59  (feet)  COMP
 SA0185  MODELED GRAV-     980,584.7   (mgal)                       NAVD 88
 SA0185
 SA0185  VERT ORDER  -  SECOND    CLASS 0
 SA0185
 SA0185.The horizontal coordinates were scaled from a topographic map and have
 SA0185.an estimated accuracy of +/- 6 seconds.
 SA0185
 SA0185.The orthometric height was determined by differential leveling
 SA0185.and adjusted by the National Geodetic Survey in June 1991..
 SA0185
 SA0185.The geoid height was determined by GEOID03.
 SA0185
 SA0185.The dynamic height is computed by dividing the NAVD 88
 SA0185.geopotential number by the normal gravity value computed on the
 SA0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0185.degrees latitude (g = 980.6199 gals.).
 SA0185
 SA0185.The modeled gravity was interpolated from observed gravity values.
 SA0185
 SA0185;                    North         East    Units  Estimated Accuracy
 SA0185;SPC WA S     -    81,420.      661,480.      MT  (+/- 180 meters Scaled)
 SA0185
 SA0185                          SUPERSEDED SURVEY CONTROL
 SA0185
 SA0185  NGVD 29 (??/??/92)  225.15   (m)          738.7    (f) COMPUTED    2 0
 SA0185
 SA0185.Superseded values are not recommended for survey control.
 SA0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0185.See file dsdata.txt to determine how the superseded data were derived.
 SA0185
 SA0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM906002(NAD 83)
 SA0185_MARKER: DB = BENCH MARK DISK
 SA0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0185_SP_SET: BUMPING POST
 SA0185_STAMPING: D 261 1944
 SA0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0185
 SA0185  HISTORY     - Date     Condition        Report By
 SA0185  HISTORY     - 1944     MONUMENTED       CGS
 SA0185  HISTORY     - 1965     MARK NOT FOUND   USGS
 SA0185  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 SA0185
 SA0185                          STATION DESCRIPTION
 SA0185
 SA0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0185'3 MI W FROM WALLA WALLA.
 SA0185'ABOUT 3 MILES WEST OF THE UNION PACIFIC RAILROAD STATION AT WALLA
 SA0185'WALLA, WALLA WALLA COUNTY, AT MARTIN FIELD, 14.8 FEET WEST OF THE
 SA0185'NORTHWEST CORNER OF THE HANGAR, IN THE TOP OF A CONCRETE BUMPING POST,
 SA0185'AND 1.3 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED D 261
 SA0185'1944.
 SA0185
 SA0185                          STATION RECOVERY (1965)
 SA0185
 SA0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA0185'MARK NOT FOUND.
 SA0185
 SA0185                          STATION RECOVERY (2005)
 SA0185
 SA0185'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1333 ***********************************************************************
 RZ1333  DESIGNATION -  D 262
 RZ1333  PID         -  RZ1333
 RZ1333  STATE/COUNTY-  WA/WHITMAN
 RZ1333  USGS QUAD   -  LA CROSSE WEST (1981)
 RZ1333
 RZ1333                         *CURRENT SURVEY CONTROL
 RZ1333  ___________________________________________________________________
 RZ1333* NAD 83(1986)-  46 47 39.     (N)    117 55 29.     (W)     SCALED    
 RZ1333* NAVD 88     -       446.586  (meters)    1465.17   (feet)  ADJUSTED  
 RZ1333  ___________________________________________________________________
 RZ1333  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 RZ1333  DYNAMIC HT  -         446.592 (meters)    1465.19  (feet)  COMP
 RZ1333  MODELED GRAV-     980,615.1   (mgal)                       NAVD 88
 RZ1333
 RZ1333  VERT ORDER  -  SECOND    CLASS 0
 RZ1333
 RZ1333.The horizontal coordinates were scaled from a topographic map and have
 RZ1333.an estimated accuracy of +/- 6 seconds.
 RZ1333
 RZ1333.The orthometric height was determined by differential leveling
 RZ1333.and adjusted by the National Geodetic Survey in June 1991..
 RZ1333
 RZ1333.The geoid height was determined by GEOID03.
 RZ1333
 RZ1333.The dynamic height is computed by dividing the NAVD 88
 RZ1333.geopotential number by the normal gravity value computed on the
 RZ1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1333.degrees latitude (g = 980.6199 gals.).
 RZ1333
 RZ1333.The modeled gravity was interpolated from observed gravity values.
 RZ1333
 RZ1333;                    North         East    Units  Estimated Accuracy
 RZ1333;SPC WA S     -   165,580.      696,570.      MT  (+/- 180 meters Scaled)
 RZ1333
 RZ1333                          SUPERSEDED SURVEY CONTROL
 RZ1333
 RZ1333  NGVD 29 (??/??/92)  445.574  (m)         1461.85   (f) ADJ UNCH    2 0
 RZ1333
 RZ1333.Superseded values are not recommended for survey control.
 RZ1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1333.See file dsdata.txt to determine how the superseded data were derived.
 RZ1333
 RZ1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM294827(NAD 83)
 RZ1333_MARKER: DB = BENCH MARK DISK
 RZ1333_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RZ1333+WITH SETTING: PAVEMENT
 RZ1333_SP_SET: DRILL HOLE IN FOOTING
 RZ1333_STAMPING: D 262 1944
 RZ1333_MARK LOGO: CGS   
 RZ1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1333+STABILITY: SURFACE MOTION
 RZ1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RZ1333+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1990
 RZ1333
 RZ1333  HISTORY     - Date     Condition        Report By
 RZ1333  HISTORY     - 1944     MONUMENTED       CGS
 RZ1333  HISTORY     - 1968     GOOD             NGS
 RZ1333  HISTORY     - 19900306 GOOD             NGS
 RZ1333
 RZ1333                          STATION DESCRIPTION
 RZ1333
 RZ1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1333'2.45 MI SW FROM LA CROSSE.
 RZ1333'2.45 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD AND AN ASPHALT
 RZ1333'ROAD FROM THE STATION AT LA CROSSE, AT LA CROSSE AIRPORT RANCH
 RZ1333'AVIATION, AT THE MAIN SHOP-HANGAR, IN THE TOP OF THE NORTH CORNER OF
 RZ1333'THE CONCRETE FOUNDATION OF THE HANGAR, ABOUT 240 FEET SOUTHWEST OF
 RZ1333'BENCH MARK E 262, 99 FEET SOUTH OF THE SOUTHEAST STEEL LEG OF BEACON
 RZ1333'LIGHT TOWER, 1 1/2 FEET SOUTHWEST OF A TELEPHONE AND LIGHT POLE, AND
 RZ1333'ABOUT LEVEL WITH THE GROUND.
 RZ1333
 RZ1333                          STATION RECOVERY (1990)
 RZ1333
 RZ1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RZ1333'THE STATION IS LOCATED ABOUT 53.1 KM (33.0 MI) WEST OF PULLMAN, 37.0
 RZ1333'KM (23.0 MI) SOUTH OF EWAN, 32.2 KM (20.0 MI) EAST OF WASHTUCNA AND
 RZ1333'AT THE LA CROSSE AIRPORT.
 RZ1333'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF MAIN AVENUE AND
 RZ1333'THIRD STREET IN LA CROSSE, GO WEST ON THIRD STREET, CROSSING THE
 RZ1333'RAILROAD TRACKS FOR 0.16 KM (0.10 MI) TO AN OFFSET CROSS ROAD.  TURN
 RZ1333'LEFT AND GO SOUTHWEST ON LA CROSSE AIRPORT ROAD FOR 5.63 KM
 RZ1333'(3.50 MI) TO A SIDE ROAD LEFT.  TURN LEFT, CROSSING THE RAILROAD
 RZ1333'TRACK FOR 0.08 KM (0.05 MI) TO A GATE. CONTINUE AHEAD FOR 0.08 KM
 RZ1333'(0.05 MI) TO THE HANGAR AND THE STATION.
 RZ1333'THE MARK IS SET IN A DRILL HOLE IN THE FOOTING AT THE NORTRHEAST
 RZ1333'CORNER OF THE HANGAR.  AN OFFICE BUILDING HAS BEEN ADDED TO THIS SIDE
 RZ1333'OF THE HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0847 ***********************************************************************
 SV0847  DESIGNATION -  D 263
 SV0847  PID         -  SV0847
 SV0847  STATE/COUNTY-  WA/SPOKANE
 SV0847  USGS QUAD   -  LANCE HILLS (1980)
 SV0847
 SV0847                         *CURRENT SURVEY CONTROL
 SV0847  ___________________________________________________________________
 SV0847* NAD 83(1986)-  47 27 03.     (N)    117 41 34.     (W)     SCALED    
 SV0847* NAVD 88     -       708.428  (meters)    2324.23   (feet)  ADJUSTED  
 SV0847  ___________________________________________________________________
 SV0847  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 SV0847  DYNAMIC HT  -         708.441 (meters)    2324.28  (feet)  COMP
 SV0847  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 SV0847
 SV0847  VERT ORDER  -  FIRST     CLASS II
 SV0847
 SV0847.The horizontal coordinates were scaled from a topographic map and have
 SV0847.an estimated accuracy of +/- 6 seconds.
 SV0847
 SV0847.The orthometric height was determined by differential leveling
 SV0847.and adjusted by the National Geodetic Survey in June 1991..
 SV0847
 SV0847.The geoid height was determined by GEOID03.
 SV0847
 SV0847.The dynamic height is computed by dividing the NAVD 88
 SV0847.geopotential number by the normal gravity value computed on the
 SV0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0847.degrees latitude (g = 980.6199 gals.).
 SV0847
 SV0847.The modeled gravity was interpolated from observed gravity values.
 SV0847
 SV0847;                    North         East    Units  Estimated Accuracy
 SV0847;SPC WA N     -    54,960.      736,780.      MT  (+/- 180 meters Scaled)
 SV0847
 SV0847                          SUPERSEDED SURVEY CONTROL
 SV0847
 SV0847  NGVD 29 (??/??/92)  707.236  (m)         2320.32   (f) ADJ UNCH    1 2
 SV0847
 SV0847.Superseded values are not recommended for survey control.
 SV0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0847.See file dsdata.txt to determine how the superseded data were derived.
 SV0847
 SV0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN477554(NAD 83)
 SV0847_MARKER: DB = BENCH MARK DISK
 SV0847_SETTING: 80 = SET IN A BOULDER
 SV0847_SP_SET: BOULDER
 SV0847_STAMPING: D 263 1944
 SV0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0847+STABILITY: SURFACE MOTION
 SV0847
 SV0847  HISTORY     - Date     Condition        Report By
 SV0847  HISTORY     - 1944     MONUMENTED       CGS
 SV0847  HISTORY     - 1965     GOOD             NGS
 SV0847  HISTORY     - 19920911 MARK NOT FOUND   USPSQD
 SV0847
 SV0847                          STATION DESCRIPTION
 SV0847
 SV0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0847'6.3 MI SW FROM CHENEY.
 SV0847'6.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SV0847'STATION AT CHENEY, SPOKANE COUNTY, ABOUT 100 FEET NORTHEAST OF BLOCK
 SV0847'SIGNAL 227, 73 FEET NORTH OF THE NORTH RAIL, 49 FEET NORTHWEST OF A
 SV0847'POLE, 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 SV0847'LARGE BOULDER ABOUT FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED D
 SV0847'263 1944.  NOTE-- IT IS ABOUT 10 YARDS NORTH OF THE LINE OF TELEGRAPH
 SV0847'POLES, IN A 4X6-FOOT BOULDER WHICH PROJECTS ABOUT 16 INCHES. THE MARK
 SV0847'IS ABOUT 60 YARDS SOUTH OF THE SOUTHEAST END OF A 25-FOOT WIDE OUTCROP
 SV0847'WHICH PROJECTS 4 FEET ON THE SUMMIT OF A LOW RISE.
 SV0847
 SV0847                          STATION RECOVERY (1992)
 SV0847
 SV0847'RECOVERY NOTE BY US POWER SQUADRON 1992 (RBS)
 SV0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0675 ***********************************************************************
 SV0675  DESIGNATION -  D 264
 SV0675  PID         -  SV0675
 SV0675  STATE/COUNTY-  WA/SPOKANE
 SV0675  USGS QUAD   -  SPOKANE NE (1986)
 SV0675
 SV0675                         *CURRENT SURVEY CONTROL
 SV0675  ___________________________________________________________________
 SV0675* NAD 83(1986)-  47 40 49.     (N)    117 19 11.     (W)     SCALED    
 SV0675* NAVD 88     -       596.986  (meters)    1958.61   (feet)  ADJUSTED  
 SV0675  ___________________________________________________________________
 SV0675  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SV0675  DYNAMIC HT  -         597.025 (meters)    1958.74  (feet)  COMP
 SV0675  MODELED GRAV-     980,658.6   (mgal)                       NAVD 88
 SV0675
 SV0675  VERT ORDER  -  FIRST     CLASS II
 SV0675
 SV0675.The horizontal coordinates were scaled from a topographic map and have
 SV0675.an estimated accuracy of +/- 6 seconds.
 SV0675
 SV0675.The orthometric height was determined by differential leveling
 SV0675.and adjusted by the National Geodetic Survey in June 1991..
 SV0675
 SV0675.The geoid height was determined by GEOID03.
 SV0675
 SV0675.The dynamic height is computed by dividing the NAVD 88
 SV0675.geopotential number by the normal gravity value computed on the
 SV0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0675.degrees latitude (g = 980.6199 gals.).
 SV0675
 SV0675.The modeled gravity was interpolated from observed gravity values.
 SV0675
 SV0675;                    North         East    Units  Estimated Accuracy
 SV0675;SPC WA N     -    81,660.      763,720.      MT  (+/- 180 meters Scaled)
 SV0675
 SV0675                          SUPERSEDED SURVEY CONTROL
 SV0675
 SV0675  NGVD 29 (??/??/92)  595.832  (m)         1954.83   (f) ADJ UNCH    1 2
 SV0675
 SV0675.Superseded values are not recommended for survey control.
 SV0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0675.See file dsdata.txt to determine how the superseded data were derived.
 SV0675
 SV0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN760808(NAD 83)
 SV0675_MARKER: DB = BENCH MARK DISK
 SV0675_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SV0675_SP_SET: WALL OF OLD TOWER BUILDING
 SV0675_STAMPING: D 264 1944
 SV0675_MARK LOGO: CGS   
 SV0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0675+STABILITY: SURFACE MOTION
 SV0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV0675+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 SV0675
 SV0675  HISTORY     - Date     Condition        Report By
 SV0675  HISTORY     - 1944     MONUMENTED       CGS
 SV0675  HISTORY     - 1965     GOOD             NGS
 SV0675  HISTORY     - 1973     GOOD             NGS
 SV0675  HISTORY     - 19870509 GOOD             USPSQD
 SV0675  HISTORY     - 19920910 GOOD             USPSQD
 SV0675  HISTORY     - 19960725 GOOD             CHANCE
 SV0675  HISTORY     - 20060324 GOOD             GEOCAC
 SV0675
 SV0675                          STATION DESCRIPTION
 SV0675
 SV0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0675'IN SPOKANE.
 SV0675'AT SPOKANE, SPOKANE COUNTY, AT FELTS FIELD, IN THE EAST CONCRETE WALL
 SV0675'OF THE ADMINISTRATION BUILDING, 4.9 FEET NORTH OF THE SOUTHEAST
 SV0675'CORNER, AND ABOUT 5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED D
 SV0675'264 1944 AND SET VERTICALLY.
 SV0675
 SV0675                          STATION RECOVERY (1973)
 SV0675
 SV0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SV0675'RECOVERED IN GOOD CONDITION.
 SV0675
 SV0675                          STATION RECOVERY (1987)
 SV0675
 SV0675'RECOVERY NOTE BY US POWER SQUADRON 1987 (JER)
 SV0675'RECOVERED IN GOOD CONDITION.
 SV0675
 SV0675                          STATION RECOVERY (1992)
 SV0675
 SV0675'RECOVERY NOTE BY US POWER SQUADRON 1992 (RBS)
 SV0675'RECOVERED IN GOOD CONDITION.
 SV0675
 SV0675                          STATION RECOVERY (1996)
 SV0675
 SV0675'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SV0675'THE STATION IS LOCATED 20 MILES (32.2 KM) SOUTHEAST OF DEER PARK, 13
 SV0675'MILES (20.9 KM) WEST OF THE WASHINGTON - IDAHO STATE LINE, IN
 SV0675'NORTHEAST SPOKANE AT FELTS FIELD, DENNIS LOCKE - DIRECTOR OF AIRPORT
 SV0675'OPERATIONS, PHONE 509-455-6418  TO REACH THE STATION FROM THE JUNCTION
 SV0675'OF INTERSTATE 90 AND SPRAGUE AVENUE IN EAST SPOKANE, PROCEED WEST ON
 SV0675'SPRAGUE AVENUE 0.15 MILES (0.24 KM) TO FANCHER AVENUE, TURN RIGHT AND
 SV0675'FOLLOW FANCHER AVE NORTH 1.5 MILES (2.4 KM) TO A T-INTERSECTION WITH
 SV0675'RUTTER AVENUE, TURN RIGHT AND PROCEED NORTHEAST ON RUTTER AVENUE 0.25
 SV0675'MILES (0.40 KM) TO THE TERMINAL BUILDING ON THE LEFT AND THE STATION
 SV0675'SET VERTICALLY IN THE EAST WALL OF THE TERMINAL BUILDING  THE STATION
 SV0675'IS A STANDARD US COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 SV0675'VERTICALLY IN THE EAST WALL OF THE AIRPORT ADMINISTRATION BUILDING.
 SV0675'THE STATION IS LOCATED 1.6 M (5.2 FT) NORTHWEST OF THE SOUTHEAST
 SV0675'CORNER OF THE ORIGINAL TERMINAL BUILDING, 23.4 M (76.8 FT) SOUTHWEST
 SV0675'OF THE SOUTHWEST CORNER OF THE CONTROL TOWER, 11.5 M (37.7 FT)
 SV0675'SOUTHWEST OF A FLAG POLE AND 4.4 M (14.4 FT) NORTHWEST OF THE
 SV0675'SOUTHEAST CORNER OF THE WALKWAY
 SV0675
 SV0675                          STATION RECOVERY (2006)
 SV0675
 SV0675'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 SV0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0724 ***********************************************************************
 SV0724  DESIGNATION -  D 265
 SV0724  PID         -  SV0724
 SV0724  STATE/COUNTY-  WA/SPOKANE
 SV0724  USGS QUAD   -  DEER PARK (1973)
 SV0724
 SV0724                         *CURRENT SURVEY CONTROL
 SV0724  ___________________________________________________________________
 SV0724* NAD 83(1986)-  47 58 00.     (N)    117 25 56.     (W)     SCALED    
 SV0724* NAVD 88     -       670.197  (meters)    2198.80   (feet)  ADJUSTED  
 SV0724  ___________________________________________________________________
 SV0724  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 SV0724  DYNAMIC HT  -         670.249 (meters)    2198.98  (feet)  COMP
 SV0724  MODELED GRAV-     980,667.1   (mgal)                       NAVD 88
 SV0724
 SV0724  VERT ORDER  -  FIRST     CLASS II
 SV0724
 SV0724.This mark is at Deer Park Airport (07S)
 SV0724
 SV0724.The horizontal coordinates were scaled from a topographic map and have
 SV0724.an estimated accuracy of +/- 6 seconds.
 SV0724
 SV0724.The orthometric height was determined by differential leveling
 SV0724.and adjusted by the National Geodetic Survey in June 1991..
 SV0724
 SV0724.The geoid height was determined by GEOID03.
 SV0724
 SV0724.The dynamic height is computed by dividing the NAVD 88
 SV0724.geopotential number by the normal gravity value computed on the
 SV0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0724.degrees latitude (g = 980.6199 gals.).
 SV0724
 SV0724.The modeled gravity was interpolated from observed gravity values.
 SV0724
 SV0724;                    North         East    Units  Estimated Accuracy
 SV0724;SPC WA N     -   113,090.      753,880.      MT  (+/- 180 meters Scaled)
 SV0724
 SV0724                          SUPERSEDED SURVEY CONTROL
 SV0724
 SV0724  NGVD 29 (??/??/92)  669.005  (m)         2194.89   (f) ADJ UNCH    1 2
 SV0724
 SV0724.Superseded values are not recommended for survey control.
 SV0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0724.See file dsdata.txt to determine how the superseded data were derived.
 SV0724
 SV0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP677126(NAD 83)
 SV0724_MARKER: DB = BENCH MARK DISK
 SV0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0724_STAMPING: D 265 1944
 SV0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0724+STABILITY: SURFACE MOTION
 SV0724
 SV0724  HISTORY     - Date     Condition        Report By
 SV0724  HISTORY     - 1944     MONUMENTED       CGS
 SV0724  HISTORY     - 1960     GOOD             NGS
 SV0724  HISTORY     - 1973     POOR             USGS
 SV0724  HISTORY     - 19960727 MARK NOT FOUND   CHANCE
 SV0724
 SV0724                          STATION DESCRIPTION
 SV0724
 SV0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SV0724'2.8 MI NE FROM DEER PARK.
 SV0724'2.8 MILES EAST AND NORTH ON CRAWFORD STREET AND THE AIRPORT ROAD FROM
 SV0724'THE CITY HALL AT DEER PARK, 84.5 FEET EAST OF THE DOOR TO A PUMP
 SV0724'HOUSE, 1.5 FEET WEST OF THE WEST EDGE OF A TAXI STRIP, SET IN A SQUARE
 SV0724'CONCRETE POST FLUSH WITH THE GROUND.  10 FEET EAST OF METAL WITNESS
 SV0724'POST.
 SV0724
 SV0724                          STATION RECOVERY (1973)
 SV0724
 SV0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV0724'MARK RECOVERED IN POOR CONDITION.
 SV0724
 SV0724                          STATION RECOVERY (1996)
 SV0724
 SV0724'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SV0724'THE STATION WAS NOT RECOVERED JULY 27, 1996.  WITNESS POST AND PUMP
 SV0724'HOUSE REFERENCED IN THE DESCRIPTION HAVE BEEN DESTROYED MAKING SEARCH
 SV0724'NEARLY IMPOSSIBLE.  MONUMENT SEARCH LASTED 1.5 MAN-HOURS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1158 ***********************************************************************
 SA1158  DESIGNATION -  D 267
 SA1158  PID         -  SA1158
 SA1158  STATE/COUNTY-  WA/BENTON
 SA1158  USGS QUAD   -  WEBBER CANYON (1965)
 SA1158
 SA1158                         *CURRENT SURVEY CONTROL
 SA1158  ___________________________________________________________________
 SA1158* NAD 83(1986)-  46 08 34.     (N)    119 27 16.     (W)     SCALED    
 SA1158* NAVD 88     -       457.178  (meters)    1499.92   (feet)  ADJUSTED  
 SA1158  ___________________________________________________________________
 SA1158  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SA1158  DYNAMIC HT  -         457.176 (meters)    1499.92  (feet)  COMP
 SA1158  MODELED GRAV-     980,596.2   (mgal)                       NAVD 88
 SA1158
 SA1158  VERT ORDER  -  SECOND    CLASS 0
 SA1158
 SA1158.The horizontal coordinates were scaled from a topographic map and have
 SA1158.an estimated accuracy of +/- 6 seconds.
 SA1158
 SA1158.The orthometric height was determined by differential leveling
 SA1158.and adjusted by the National Geodetic Survey in June 1991..
 SA1158
 SA1158.The geoid height was determined by GEOID03.
 SA1158
 SA1158.The dynamic height is computed by dividing the NAVD 88
 SA1158.geopotential number by the normal gravity value computed on the
 SA1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1158.degrees latitude (g = 980.6199 gals.).
 SA1158
 SA1158.The modeled gravity was interpolated from observed gravity values.
 SA1158
 SA1158;                    North         East    Units  Estimated Accuracy
 SA1158;SPC WA S     -    90,510.      580,780.      MT  (+/- 180 meters Scaled)
 SA1158
 SA1158                          SUPERSEDED SURVEY CONTROL
 SA1158
 SA1158  NGVD 29 (??/??/92)  456.132  (m)         1496.49   (f) ADJ UNCH    2 0
 SA1158
 SA1158.Superseded values are not recommended for survey control.
 SA1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1158.See file dsdata.txt to determine how the superseded data were derived.
 SA1158
 SA1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM104128(NAD 83)
 SA1158_MARKER: DB = BENCH MARK DISK
 SA1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1158_STAMPING: D 267 1950
 SA1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1158+STABILITY: SURFACE MOTION
 SA1158
 SA1158  HISTORY     - Date     Condition        Report By
 SA1158  HISTORY     - 1950     MONUMENTED       CGS
 SA1158
 SA1158                          STATION DESCRIPTION
 SA1158
 SA1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1158'10.5 MI S FROM KIONA.
 SA1158'ABOUT 3.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SA1158'STATION AT KIONA, THENCE 7.5 MILES SOUTH ALONG A TRACK AND ASPHALT
 SA1158'ROAD, AT A DIRT ROAD CROSSING, ABOUT 0.5 MILE NORTH OF A RANCH HOUSE,
 SA1158'24.5 FEET EAST OF THE CENTER LINE OF THE ASPHALT ROAD, 17.0 FEET NORTH
 SA1158'OF THE CENTER LINE OF THE DIRT ROAD, 5.4 FEET NORTH OF A POWER LINE
 SA1158'POLE, 2.8 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROADS,
 SA1158'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 SA1158'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1395 ***********************************************************************
 SA1395  DESIGNATION -  D 268
 SA1395  PID         -  SA1395
 SA1395  STATE/COUNTY-  WA/BENTON
 SA1395  USGS QUAD   -  WHITSTRAN NE (1965)
 SA1395
 SA1395                         *CURRENT SURVEY CONTROL
 SA1395  ___________________________________________________________________
 SA1395* NAD 83(1986)-  46 10 19.     (N)    119 36 02.     (W)     SCALED    
 SA1395* NAVD 88     -       384.294  (meters)    1260.80   (feet)  ADJUSTED  
 SA1395  ___________________________________________________________________
 SA1395  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SA1395  DYNAMIC HT  -         384.293 (meters)    1260.80  (feet)  COMP
 SA1395  MODELED GRAV-     980,601.8   (mgal)                       NAVD 88
 SA1395
 SA1395  VERT ORDER  -  SECOND    CLASS 0
 SA1395
 SA1395.The horizontal coordinates were scaled from a topographic map and have
 SA1395.an estimated accuracy of +/- 6 seconds.
 SA1395
 SA1395.The orthometric height was determined by differential leveling
 SA1395.and adjusted by the National Geodetic Survey in June 1991..
 SA1395
 SA1395.The geoid height was determined by GEOID03.
 SA1395
 SA1395.The dynamic height is computed by dividing the NAVD 88
 SA1395.geopotential number by the normal gravity value computed on the
 SA1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1395.degrees latitude (g = 980.6199 gals.).
 SA1395
 SA1395.The modeled gravity was interpolated from observed gravity values.
 SA1395
 SA1395;                    North         East    Units  Estimated Accuracy
 SA1395;SPC WA S     -    93,610.      569,450.      MT  (+/- 180 meters Scaled)
 SA1395
 SA1395                          SUPERSEDED SURVEY CONTROL
 SA1395
 SA1395  NGVD 29 (??/??/92)  383.235  (m)         1257.33   (f) ADJ UNCH    2 0
 SA1395
 SA1395.Superseded values are not recommended for survey control.
 SA1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1395.See file dsdata.txt to determine how the superseded data were derived.
 SA1395
 SA1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM992164(NAD 83)
 SA1395_MARKER: DB = BENCH MARK DISK
 SA1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1395_STAMPING: D 268 1950
 SA1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1395+STABILITY: SURFACE MOTION
 SA1395
 SA1395  HISTORY     - Date     Condition        Report By
 SA1395  HISTORY     - 1950     MONUMENTED       CGS
 SA1395  HISTORY     - 1982     GOOD             NGS
 SA1395
 SA1395                          STATION DESCRIPTION
 SA1395
 SA1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1395'11.0 MI SE FROM PROSSER.
 SA1395'11.0 MILES SOUTHEAST ALONG STATE HIGHWAY 8 E FROM THE PROSSER JUNIOR
 SA1395'HIGH SCHOOL, AT A T JUNCTION OF A GRAVEL ROAD LEADING EAST, 74.0 FEET
 SA1395'EAST OF THE CENTER LINE OF THE HIGHWAY, 30.0 FEET SOUTH OF THE CENTER
 SA1395'LINE OF THE GRAVEL ROAD, 4.5 FEET WEST OF A POWER LINE POLE, 2.3 FEET
 SA1395'EAST OF A WITNESS POST, LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 SA1395'A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 SA1395
 SA1395                          STATION RECOVERY (1982)
 SA1395
 SA1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA1395'0.64 KM (0.4 MI) SOUTHWEST ALONG SEVENTH STREET FROM THE INTERSECTION
 SA1395'OF BENNETT AVE. AT THE RAILROAD STATION IN PROSSER THENCE LEFT SOUTH
 SA1395'1.29 KM (0.8 MI) ALONG PATTERSON AVE. TO THE JUNCTION OF STATE
 SA1395'HIGHWAYS 22 AND 221, THENCE SOUTH ALONG STATE HIGHWAY 22 FOR 15.77 KM
 SA1395'(9.8 MI) TO THE INTERSECTION OF STEPHEN ROAD AND THE MARK IN THE
 SA1395'SOUTHEAST ANGLE OF THE INTERSECTION 21.6 M, (21 FT) EAST OF THE
 SA1395'CENTER OF THE HIGHWAY, 9.1 M (30 FT) SOUTH OF THE CENTER OF THE
 SA1395'GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2523 ***********************************************************************
 SA2523  DESIGNATION -  D 268 RESET
 SA2523  PID         -  SA2523
 SA2523  STATE/COUNTY-  WA/BENTON
 SA2523  USGS QUAD   -  WHITSTRAN NE (1965)
 SA2523
 SA2523                         *CURRENT SURVEY CONTROL
 SA2523  ___________________________________________________________________
 SA2523* NAD 83(1986)-  46 10 19.     (N)    119 36 02.     (W)     SCALED    
 SA2523* NAVD 88     -       384.75   (meters)    1262.3    (feet)  RESET     
 SA2523  ___________________________________________________________________
 SA2523  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SA2523
 SA2523  VERT ORDER  -  THIRD
 SA2523
 SA2523.The horizontal coordinates were scaled from a topographic map and have
 SA2523.an estimated accuracy of +/- 6 seconds.
 SA2523
 SA2523.The orthometric height was computed from unverified reset data.
 SA2523.No vertical observational check was made to the station.
 SA2523
 SA2523.The geoid height was determined by GEOID03.
 SA2523
 SA2523;                    North         East    Units  Estimated Accuracy
 SA2523;SPC WA S     -    93,610.      569,450.      MT  (+/- 180 meters Scaled)
 SA2523
 SA2523                          SUPERSEDED SURVEY CONTROL
 SA2523
 SA2523  NGVD 29 (12/17/02)  383.69   (m)         1258.8    (f) RESET       3  
 SA2523
 SA2523.Superseded values are not recommended for survey control.
 SA2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2523.See file dsdata.txt to determine how the superseded data were derived.
 SA2523
 SA2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM992164(NAD 83)
 SA2523_MARKER: DB = BENCH MARK DISK
 SA2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2523_SP_SET: CONCRETE POST
 SA2523_STAMPING: D 268 RESET 1985
 SA2523_MARK LOGO: NGS   
 SA2523_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2523+STABILITY: SURFACE MOTION
 SA2523
 SA2523  HISTORY     - Date     Condition        Report By
 SA2523  HISTORY     - 1985     MONUMENTED       NGS
 SA2523
 SA2523                          STATION DESCRIPTION
 SA2523
 SA2523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 SA2523'17.7 KM (11.0 MI) SOUTH AND EAST ALONG CITY STREETS AND STATE HIGHWAY
 SA2523'221 FROM THE JR HIGH SCHOOL IN PROSSER TO A DRIVEWAY ON THE LEFT AND
 SA2523'THE MARK 5.6 M (18.4 FT) EAST OF THE CENTER OF STATE HIGHWAY 221, 25
 SA2523'M (82.0 FT) EAST OF A DOUBLE TELEPHONE BOX, 15 M (49.2 FT) SOUTH OF
 SA2523'THE CENTER OF A PRIVATE DRIVE, 1 M (3.3 FT) WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1386 ***********************************************************************
 SA1386  DESIGNATION -  D 269
 SA1386  PID         -  SA1386
 SA1386  STATE/COUNTY-  WA/BENTON
 SA1386  USGS QUAD   -  WHITSTRAN (1965)
 SA1386
 SA1386                         *CURRENT SURVEY CONTROL
 SA1386  ___________________________________________________________________
 SA1386* NAD 83(1986)-  46 11 21.     (N)    119 42 20.     (W)     SCALED    
 SA1386* NAVD 88     -       420.978  (meters)    1381.16   (feet)  ADJUSTED  
 SA1386  ___________________________________________________________________
 SA1386  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SA1386  DYNAMIC HT  -         420.977 (meters)    1381.16  (feet)  COMP
 SA1386  MODELED GRAV-     980,601.3   (mgal)                       NAVD 88
 SA1386
 SA1386  VERT ORDER  -  SECOND    CLASS 0
 SA1386
 SA1386.The horizontal coordinates were scaled from a topographic map and have
 SA1386.an estimated accuracy of +/- 6 seconds.
 SA1386
 SA1386.The orthometric height was determined by differential leveling
 SA1386.and adjusted by the National Geodetic Survey in June 1991..
 SA1386
 SA1386.The geoid height was determined by GEOID03.
 SA1386
 SA1386.The dynamic height is computed by dividing the NAVD 88
 SA1386.geopotential number by the normal gravity value computed on the
 SA1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1386.degrees latitude (g = 980.6199 gals.).
 SA1386
 SA1386.The modeled gravity was interpolated from observed gravity values.
 SA1386
 SA1386;                    North         East    Units  Estimated Accuracy
 SA1386;SPC WA S     -    95,430.      561,330.      MT  (+/- 180 meters Scaled)
 SA1386
 SA1386                          SUPERSEDED SURVEY CONTROL
 SA1386
 SA1386  NGVD 29 (??/??/92)  419.912  (m)         1377.66   (f) ADJ UNCH    2 0
 SA1386
 SA1386.Superseded values are not recommended for survey control.
 SA1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1386.See file dsdata.txt to determine how the superseded data were derived.
 SA1386
 SA1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM912186(NAD 83)
 SA1386_MARKER: DB = BENCH MARK DISK
 SA1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1386_STAMPING: D 269 1950
 SA1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1386+STABILITY: SURFACE MOTION
 SA1386
 SA1386  HISTORY     - Date     Condition        Report By
 SA1386  HISTORY     - 1950     MONUMENTED       CGS
 SA1386  HISTORY     - 1979     POOR             NGS
 SA1386
 SA1386                          STATION DESCRIPTION
 SA1386
 SA1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1386'4.8 MI SE FROM PROSSER.
 SA1386'4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 8 E FROM THE PROSSER JUNIOR
 SA1386'HIGH SCHOOL, 1.2 MILES SOUTH OF THE SUMMIT OF A STEEP HILL, 0.1 MILE
 SA1386'NORTH OF THE JUNCTION OF WOODIN ROAD AND APAVED ROAD LEADING SOUTH,
 SA1386'26.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8.7 FEET WEST OF THE
 SA1386'WEST EDGE OF A CULTIVATED FIELD, 2.8 FEET WEST OF A TELEGRAPH POLE,
 SA1386'2.1 FEET SOUTH OF A WITNESS POST, LEVEL WITH THE HIGHWAY, AND SET IN
 SA1386'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SA1386
 SA1386                          STATION RECOVERY (1979)
 SA1386
 SA1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SA1386'THE MARK WAS RECOVERED IN POOR CONDITION AT THE EDGE OF A CULTIVATED
 SA1386'FIELD, PROJECTING 18 INCHES, THE POLE LINE IS GONE AND THE FIELD NOW
 SA1386'IS CULTIVATED RIGHT TO THE EDGE OF THE ROAD, THE HIGHWAY NUMBER HAS
 SA1386'BEEN CHANGED TO 221. THE MARK WAS NOT LAST MUCH LONGER SO A NEW MARK
 SA1386'WAS SET ACROSS THE ROAD IN THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2468 ***********************************************************************
 SA2468  DESIGNATION -  D 269 RESET
 SA2468  PID         -  SA2468
 SA2468  STATE/COUNTY-  WA/BENTON
 SA2468  USGS QUAD   -  WHITSTRAN (1965)
 SA2468
 SA2468                         *CURRENT SURVEY CONTROL
 SA2468  ___________________________________________________________________
 SA2468* NAD 83(1986)-  46 11 21.     (N)    119 42 20.     (W)     SCALED    
 SA2468* NAVD 88     -       422.88   (meters)    1387.4    (feet)  N HEIGHT  
 SA2468  ___________________________________________________________________
 SA2468  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SA2468  DYNAMIC HT  -         422.88  (meters)    1387.4   (feet)  COMP
 SA2468  MODELED GRAV-     980,601.3   (mgal)                       NAVD 88
 SA2468
 SA2468  VERT ORDER  -  THIRD
 SA2468
 SA2468.The horizontal coordinates were scaled from a topographic map and have
 SA2468.an estimated accuracy of +/- 6 seconds.
 SA2468
 SA2468.The orthometric height was determined by differential leveling
 SA2468.and adjusted by the National Geodetic Survey in October 1996..
 SA2468.The height was determined by precise leveling from only one NSRS
 SA2468.bench mark.  This was not adequate "tie leveling" to NSRS and was
 SA2468.allowed ONLY to validate the GPS-derived height.
 SA2468
 SA2468.The geoid height was determined by GEOID03.
 SA2468
 SA2468.The dynamic height is computed by dividing the NAVD 88
 SA2468.geopotential number by the normal gravity value computed on the
 SA2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA2468.degrees latitude (g = 980.6199 gals.).
 SA2468
 SA2468.The modeled gravity was interpolated from observed gravity values.
 SA2468
 SA2468;                    North         East    Units  Estimated Accuracy
 SA2468;SPC WA S     -    95,430.      561,330.      MT  (+/- 180 meters Scaled)
 SA2468
 SA2468                          SUPERSEDED SURVEY CONTROL
 SA2468
 SA2468  NGVD 29 (12/17/02)  421.82   (m)         1383.9    (f) RESET       3  
 SA2468
 SA2468.Superseded values are not recommended for survey control.
 SA2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2468.See file dsdata.txt to determine how the superseded data were derived.
 SA2468
 SA2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM912186(NAD 83)
 SA2468_MARKER: DV = VERTICAL CONTROL DISK
 SA2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2468_SP_SET: CONCRETE POST
 SA2468_STAMPING: D 269 RESET 1982
 SA2468_MARK LOGO: NGS   
 SA2468_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2468+STABILITY: SURFACE MOTION
 SA2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2468+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1990
 SA2468
 SA2468  HISTORY     - Date     Condition        Report By
 SA2468  HISTORY     - 1982     MONUMENTED       NGS
 SA2468  HISTORY     - 19900115 GOOD             NGS
 SA2468
 SA2468                          STATION DESCRIPTION
 SA2468
 SA2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SA2468'THE STATION IS LOCATED ABOUT 55.1 KM (34.2 MI) WEST OF PASCO, 48.3 KM
 SA2468'(30.0 MI)  NORTH OF ALDERDALE, 29.0 KM (18.0 MI) SOUTHEAST OF
 SA2468'SUNNYSIDE, 8.1 KM (5.0 MI) EAST OF PROSSER AND ON RIGHT-OF-WAY FOR
 SA2468'STATE ROUTE 221.
 SA2468'TO REACH FROM THE CITY HALL IN PROSSER, AT THE INTERSECTION OF 7TH
 SA2468'STREET AND BENNETT AVENUE, GO SOUTH ON 7TH STRTEET FOR 0.64 KM
 SA2468'(0.40 MI)  TO A POINT WHERE THE MAIN ROAD CURVES TO THE LEFT.
 SA2468'CONTINUE AHEAD SOUTH ON PATTERSON AVENUE FOR 1.29 KM (0.80 MI) TO
 SA2468'THE JUNCTION OF STATE ROUTES 22 AND 221.  CONTINUE SOUTH ON STATE
 SA2468'ROUTE 221 FOR 4.19 KM (2.60 MI) TO THE TOP OF THE GRADE AND A SIDE
 SA2468'ROAD LEFT. CONTINUE AHEAD ON STATE ROUTE 221 FOR 1.61 KM (1.00 MI) TO
 SA2468'THE STATION ON THE RIGHT.
 SA2468'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 SA2468'0.08 M (0.26 FT) ABOVE THE GROUND SURFACE.  IT IS 14.0 M (45.9 FT)
 SA2468'WEST OF THE CENTER OF STATE ROUTE 21, 2.8 M (9.2 FT) NORTH OF THE
 SA2468'SOUTH END OF THE RIGHT-OF-WAY FENCE, 0.35 M (1.15 FT) EAST OF THE
 SA2468'RIGHT-OF-WAY FENCE AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2548 ***********************************************************************
 SA2548  DESIGNATION -  D 269 RESET
 SA2548  PID         -  SA2548
 SA2548  STATE/COUNTY-  WA/BENTON
 SA2548  USGS QUAD   -  WHITSTRAN (1965)
 SA2548
 SA2548                         *CURRENT SURVEY CONTROL
 SA2548  ___________________________________________________________________
 SA2548* NAD 83(1986)-  46 11 21.     (N)    119 42 20.     (W)     SCALED    
 SA2548* NAVD 88     -       421.67   (meters)    1383.4    (feet)  RESET     
 SA2548  ___________________________________________________________________
 SA2548  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SA2548
 SA2548  VERT ORDER  -  THIRD
 SA2548
 SA2548.The horizontal coordinates were scaled from a topographic map and have
 SA2548.an estimated accuracy of +/- 6 seconds.
 SA2548
 SA2548.The orthometric height was computed from unverified reset data.
 SA2548
 SA2548.The geoid height was determined by GEOID03.
 SA2548
 SA2548;                    North         East    Units  Estimated Accuracy
 SA2548;SPC WA S     -    95,430.      561,330.      MT  (+/- 180 meters Scaled)
 SA2548
 SA2548                          SUPERSEDED SURVEY CONTROL
 SA2548
 SA2548  NGVD 29 (12/17/02)  420.60   (m)         1379.9    (f) RESET       3  
 SA2548
 SA2548.Superseded values are not recommended for survey control.
 SA2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2548.See file dsdata.txt to determine how the superseded data were derived.
 SA2548
 SA2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM912186(NAD 83)
 SA2548_MARKER: DV = VERTICAL CONTROL DISK
 SA2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2548_SP_SET: CONCRETE POST
 SA2548_STAMPING: D 269 RESET 1979
 SA2548_MARK LOGO: NGS   
 SA2548_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2548+STABILITY: SURFACE MOTION
 SA2548
 SA2548  HISTORY     - Date     Condition        Report By
 SA2548  HISTORY     - 1979     MONUMENTED       NGS
 SA2548
 SA2548                          STATION DESCRIPTION
 SA2548
 SA2548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SA2548'4.8 MILES (7.7 KM) SOUTHEAST ALONG STATE HIGHWAY 221 FROM THE JUNIOR
 SA2548'HIGH SCHOOL IN PRUSSER, 0.1 MILE (0.2 KM) NORTH OF THE JUNCTION WITH
 SA2548'WOODEN ROAD AND A SURFACED ROAD LEADING SOUTH AND 32 FEET (9.8 M)
 SA2548'WEST OF THE CENTER OF THE HIGHWAY, 1 FOOT (0.3 M) EAST OF A METAL
 SA2548'WITNESS POST SET IN A FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 SA2548'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0244 ***********************************************************************
 SD0244  DESIGNATION -  D 27
 SD0244  PID         -  SD0244
 SD0244  STATE/COUNTY-  WA/JEFFERSON
 SD0244  USGS QUAD   -  QUEETS (1982)
 SD0244
 SD0244                         *CURRENT SURVEY CONTROL
 SD0244  ___________________________________________________________________
 SD0244* NAD 83(1986)-  47 32 35.     (N)    124 20 05.     (W)     SCALED    
 SD0244* NAVD 88     -        14.676  (meters)      48.15   (feet)  ADJUSTED  
 SD0244  ___________________________________________________________________
 SD0244  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SD0244  DYNAMIC HT  -          14.678 (meters)      48.16  (feet)  COMP
 SD0244  MODELED GRAV-     980,799.1   (mgal)                       NAVD 88
 SD0244
 SD0244  VERT ORDER  -  FIRST     CLASS I
 SD0244
 SD0244.The horizontal coordinates were scaled from a topographic map and have
 SD0244.an estimated accuracy of +/- 6 seconds.
 SD0244
 SD0244.The orthometric height was determined by differential leveling
 SD0244.and adjusted by the National Geodetic Survey in June 1991..
 SD0244.WARNING-Repeat measurements at this control monument indicate possible
 SD0244.vertical movement.
 SD0244
 SD0244.The geoid height was determined by GEOID03.
 SD0244
 SD0244.The dynamic height is computed by dividing the NAVD 88
 SD0244.geopotential number by the normal gravity value computed on the
 SD0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0244.degrees latitude (g = 980.6199 gals.).
 SD0244
 SD0244.The modeled gravity was interpolated from observed gravity values.
 SD0244
 SD0244;                    North         East    Units  Estimated Accuracy
 SD0244;SPC WA N     -    66,370.      236,500.      MT  (+/- 180 meters Scaled)
 SD0244
 SD0244                          SUPERSEDED SURVEY CONTROL
 SD0244
 SD0244  NGVD 29 (??/??/92)   13.625  (m)           44.70   (f) ADJ UNCH    1 1
 SD0244
 SD0244.Superseded values are not recommended for survey control.
 SD0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0244.See file dsdata.txt to determine how the superseded data were derived.
 SD0244
 SD0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT995663(NAD 83)
 SD0244_MARKER: DB = BENCH MARK DISK
 SD0244_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SD0244_SP_SET: BRIDGE RAIL
 SD0244_STAMPING: D 27 1933 44.570
 SD0244_MARK LOGO: CGS   
 SD0244_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SD0244+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 SD0244
 SD0244  HISTORY     - Date     Condition        Report By
 SD0244  HISTORY     - 1933     MONUMENTED       CGS
 SD0244  HISTORY     - 1974     GOOD             NGS
 SD0244  HISTORY     - 19900213 GOOD             NGS
 SD0244  HISTORY     - 19920702 GOOD             WADT
 SD0244
 SD0244                          STATION DESCRIPTION
 SD0244
 SD0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0244'IN QUEETS.
 SD0244'AT QUEETS, ABOUT 0.2 MILE NORTH ALONG U. S. HIGHWAY 101 FROM THE
 SD0244'INTERSECTION OF QUEETS AVENUE, AT THE CONCRETE AND STEEL HIGHWAY
 SD0244'BRIDGE ACROSS QUEETS RIVER, 11 FEET NORTHEAST OF THE CENTER LINE OF
 SD0244'THE HIGHWAY, SET IN THE TOP OF NORTHEAST CONCRETE BRIDGE RAILING, 97.7
 SD0244'FEET SOUTHEAST OF THE NORTHEAST END OF RAILING AND 3 1/2 FEET ABOVE
 SD0244'THE LEVEL OF THE HIGHWAY.  SEC 35, T24N, R 13W.
 SD0244
 SD0244                          STATION RECOVERY (1990)
 SD0244
 SD0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SD0244'THE STATION IS LOCATED ABOUT 45.1 KM (28.0 MI) SOUTH OF FORKS, 35.4 KM
 SD0244'(22.0 MI) WEST-NORTHWEST OF AMANDA PARK, 35.4 KM (22.0 MI) NORTH OF
 SD0244'PACIFIC BEACH, ON THE QUINAULT INDIAN RESERVATION, AT THE OLD BRIDGE
 SD0244'OVER THE QUEETS RIVER IN QUEETS AND IN SECTION 35, T24N, R13W.
 SD0244'TO REACH FROM THE JUNCTION OF QUEETS AVENUE AND US HIGHWAY 101 IN
 SD0244'QUEETS, GO NORTH ON US HIGHWAY 101 FOR 0.32 KM (0.20 MI) TO THE
 SD0244'NORTHEAST END OF THE BRIDGE AND THE STATION ON THE RIGHT.
 SD0244'THE MARK IS SET IN A DRILL HOLE IN THE BRIDGE RAIL.  IT IS 29.9 M
 SD0244'(98.1 FT) SOUTHEAST OF THE NORTHEAST END OF THE RAILING, 3.4 M
 SD0244'(11.2 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY AND 1.1 M (3.6 FT)
 SD0244'ABOVE THE ROADWAY.
 SD0244
 SD0244                          STATION RECOVERY (1992)
 SD0244
 SD0244'RECOVERY NOTE BY WA DEPT OF TRANSP 1992
 SD0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0891 ***********************************************************************
 SD0891  DESIGNATION -  D 27 RESET
 SD0891  PID         -  SD0891
 SD0891  STATE/COUNTY-  WA/JEFFERSON
 SD0891  USGS QUAD   -  QUEETS (1982)
 SD0891
 SD0891                         *CURRENT SURVEY CONTROL
 SD0891  ___________________________________________________________________
 SD0891* NAD 83(1986)-  47 32 35.     (N)    124 20 05.     (W)     SCALED    
 SD0891* NAVD 88     -        14.75   (meters)      48.4    (feet)  RESET     
 SD0891  ___________________________________________________________________
 SD0891  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SD0891
 SD0891  VERT ORDER  -  THIRD
 SD0891
 SD0891.The horizontal coordinates were scaled from a topographic map and have
 SD0891.an estimated accuracy of +/- 6 seconds.
 SD0891
 SD0891.The orthometric height was computed from unverified reset data.
 SD0891
 SD0891.The geoid height was determined by GEOID03.
 SD0891
 SD0891;                    North         East    Units  Estimated Accuracy
 SD0891;SPC WA N     -    66,370.      236,500.      MT  (+/- 180 meters Scaled)
 SD0891
 SD0891                          SUPERSEDED SURVEY CONTROL
 SD0891
 SD0891  NGVD 29 (12/17/02)   13.70   (m)           44.9    (f) RESET       3  
 SD0891
 SD0891.Superseded values are not recommended for survey control.
 SD0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0891.See file dsdata.txt to determine how the superseded data were derived.
 SD0891
 SD0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT995663(NAD 83)
 SD0891_MARKER: DD = SURVEY DISK
 SD0891_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SD0891_SP_SET: BARRIER WALL
 SD0891_STAMPING: D 27 RESET 1992
 SD0891_MARK LOGO: WADT  
 SD0891_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0891
 SD0891  HISTORY     - Date     Condition        Report By
 SD0891  HISTORY     - 1992     MONUMENTED       WADT
 SD0891
 SD0891                          STATION DESCRIPTION
 SD0891
 SD0891'DESCRIBED BY WA DEPT OF TRANSP 1992
 SD0891'FROM THE JUNCTION OF SR 101 AND SR 109 SPUR (NORTH HOQUIM CITY LIMITS)
 SD0891'GO NORTH 63.11 MILES (101.56 KM) ON SR 101 TO THE VILLAGE OF QUEETS,
 SD0891'IN THE NORTHEAST CORNER OF THE SR 101 QUEETS RIVER BRIDGE, SET IN THE
 SD0891'TOP OF THE EAST INTERMEDIATE BARRIER, 19.3 FEET (5.9 M) E. OF SR 101
 SD0891'CENTERLINE, 5.0 FEET (1.5 M) SOUTH OF THE NORTH END OF THE BRIDGE,
 SD0891'6.0 FEET (1.8 M) WEST OF SIDEWALK BARRIER, AND LEVEL WITH THE
 SD0891'CONCRETE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1380 ***********************************************************************
 SA1380  DESIGNATION -  D 270
 SA1380  PID         -  SA1380
 SA1380  STATE/COUNTY-  WA/BENTON
 SA1380  USGS QUAD   -  WHITSTRAN NE (1965)
 SA1380
 SA1380                         *CURRENT SURVEY CONTROL
 SA1380  ___________________________________________________________________
 SA1380* NAD 83(1986)-  46 07 49.     (N)    119 31 02.     (W)     SCALED    
 SA1380* NAVD 88     -       398.394  (meters)    1307.06   (feet)  ADJUSTED  
 SA1380  ___________________________________________________________________
 SA1380  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SA1380  DYNAMIC HT  -         398.391 (meters)    1307.05  (feet)  COMP
 SA1380  MODELED GRAV-     980,595.5   (mgal)                       NAVD 88
 SA1380
 SA1380  VERT ORDER  -  SECOND    CLASS 0
 SA1380
 SA1380.The horizontal coordinates were scaled from a topographic map and have
 SA1380.an estimated accuracy of +/- 6 seconds.
 SA1380
 SA1380.The orthometric height was determined by differential leveling
 SA1380.and adjusted by the National Geodetic Survey in June 1991..
 SA1380
 SA1380.The geoid height was determined by GEOID03.
 SA1380
 SA1380.The dynamic height is computed by dividing the NAVD 88
 SA1380.geopotential number by the normal gravity value computed on the
 SA1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1380.degrees latitude (g = 980.6199 gals.).
 SA1380
 SA1380.The modeled gravity was interpolated from observed gravity values.
 SA1380
 SA1380;                    North         East    Units  Estimated Accuracy
 SA1380;SPC WA S     -    89,050.      575,940.      MT  (+/- 180 meters Scaled)
 SA1380
 SA1380                          SUPERSEDED SURVEY CONTROL
 SA1380
 SA1380  NGVD 29 (??/??/92)  397.346  (m)         1303.63   (f) ADJ UNCH    2 0
 SA1380
 SA1380.Superseded values are not recommended for survey control.
 SA1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1380.See file dsdata.txt to determine how the superseded data were derived.
 SA1380
 SA1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM055116(NAD 83)
 SA1380_MARKER: DB = BENCH MARK DISK
 SA1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1380_STAMPING: D 270 1950
 SA1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1380+STABILITY: SURFACE MOTION
 SA1380
 SA1380  HISTORY     - Date     Condition        Report By
 SA1380  HISTORY     - 1950     MONUMENTED       CGS
 SA1380
 SA1380                          STATION DESCRIPTION
 SA1380
 SA1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1380'14.4 MI S FROM KIONA.
 SA1380'3.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SA1380'STATION AT KIONA, THENCE 8.4 MILES SOUTH ALONG A TRACK AND ASPHALT
 SA1380'ROAD, THENCE 3.0 MILES WEST ALONG SELLARDS ROAD, AT THE INTERSECTION
 SA1380'OF A GRAVEL ROAD LEADING NORTH AND A DIRT ROAD LEADING SOUTH, 38.0
 SA1380'FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 30.0 FEET SOUTH OF THE
 SA1380'CENTER LINE OF SELLARDS ROAD, 3.3 FEET WEST OF A POWER LINE POLE WITH
 SA1380'A GUY WIRE, 2.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1.0 FOOT
 SA1380'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SA1380'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1381 ***********************************************************************
 SA1381  DESIGNATION -  D 270 RESET
 SA1381  PID         -  SA1381
 SA1381  STATE/COUNTY-  WA/BENTON
 SA1381  USGS QUAD   -  WHITSTRAN NE (1965)
 SA1381
 SA1381                         *CURRENT SURVEY CONTROL
 SA1381  ___________________________________________________________________
 SA1381* NAD 83(1986)-  46 07 48.     (N)    119 31 02.     (W)     SCALED    
 SA1381* NAVD 88     -       399.89   (meters)    1312.0    (feet)  RESET     
 SA1381  ___________________________________________________________________
 SA1381  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SA1381
 SA1381  VERT ORDER  -  THIRD
 SA1381
 SA1381.The horizontal coordinates were scaled from a topographic map and have
 SA1381.an estimated accuracy of +/- 6 seconds.
 SA1381
 SA1381.The orthometric height was computed from unverified reset data.
 SA1381.No vertical observational check was made to the station.
 SA1381
 SA1381.The geoid height was determined by GEOID03.
 SA1381
 SA1381;                    North         East    Units  Estimated Accuracy
 SA1381;SPC WA S     -    89,020.      575,950.      MT  (+/- 180 meters Scaled)
 SA1381
 SA1381                          SUPERSEDED SURVEY CONTROL
 SA1381
 SA1381  NGVD 29 (12/17/02)  398.85   (m)         1308.6    (f) RESET       3  
 SA1381
 SA1381.Superseded values are not recommended for survey control.
 SA1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1381.See file dsdata.txt to determine how the superseded data were derived.
 SA1381
 SA1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM055115(NAD 83)
 SA1381_MARKER: DB = BENCH MARK DISK
 SA1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1381_STAMPING: D 270 RESET 1976
 SA1381_MARK LOGO: NGS   
 SA1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1381+STABILITY: SURFACE MOTION
 SA1381
 SA1381  HISTORY     - Date     Condition        Report By
 SA1381  HISTORY     - 1976     MONUMENTED       NGS
 SA1381  HISTORY     - 1982     GOOD             NGS
 SA1381
 SA1381                          STATION DESCRIPTION
 SA1381
 SA1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 SA1381'11.0 MI SW FROM KIONA.
 SA1381'REACHED FROM THE BENTON CITY-KIONA INTERCHANGE ON U.S. HIGHWAY 12 BY
 SA1381'FOLLOWING THE BLACKTOP ROAD SOUTH AND WEST 0.1 MILE, TURN LEFT AND
 SA1381'FOLLOW WEBER CANYON ROAD 0.5 MILE, KEEP LEFT FORK 0.9 MILE, TO BADGER
 SA1381'ROAD, KEEP RIGHT ON WEBER CANYON ROAD FOR 4.9 MILES TO COUNTY WELL
 SA1381'ROAD, CONTINUE STRAIGHT AHEAD, SOUTH ON TRAVIS ROAD FOR 3.7 MILES TO
 SA1381'SELLARDS ROAD, GO WEST ON SELLARDS ROAD 3.0 MILES TO THE MARK, 290
 SA1381'FEET NORTH OF THE CENTER OF SELLARDS ROAD, 25 FEET WEST OF THE CENTER
 SA1381'OF TYACKE ROAD, 2 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND 1.5
 SA1381'FEET SOUTHEAST OF A POWER POLE, A STANDARD DISK SET IN A ROUND
 SA1381'CONCRETE POST FLUSH WITH THE GROUND.  SECTION 35, T 8 N, R 26 E.
 SA1381
 SA1381                          STATION RECOVERY (1982)
 SA1381
 SA1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1031 ***********************************************************************
 RZ1031  DESIGNATION -  D 271
 RZ1031  PID         -  RZ1031
 RZ1031  STATE/COUNTY-  WA/ASOTIN
 RZ1031  USGS QUAD   -  BLACK BUTTE (1971)
 RZ1031
 RZ1031                         *CURRENT SURVEY CONTROL
 RZ1031  ___________________________________________________________________
 RZ1031* NAD 83(1986)-  46 03 10.     (N)    117 01 54.     (W)     SCALED    
 RZ1031* NAVD 88     -       289.667  (meters)     950.35   (feet)  ADJUSTED  
 RZ1031  ___________________________________________________________________
 RZ1031  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 RZ1031  DYNAMIC HT  -         289.609 (meters)     950.16  (feet)  COMP
 RZ1031  MODELED GRAV-     980,410.8   (mgal)                       NAVD 88
 RZ1031
 RZ1031  VERT ORDER  -  SECOND    CLASS 0
 RZ1031
 RZ1031.The horizontal coordinates were scaled from a topographic map and have
 RZ1031.an estimated accuracy of +/- 6 seconds.
 RZ1031
 RZ1031.The orthometric height was determined by differential leveling
 RZ1031.and adjusted by the National Geodetic Survey in June 1991..
 RZ1031
 RZ1031.The geoid height was determined by GEOID03.
 RZ1031
 RZ1031.The dynamic height is computed by dividing the NAVD 88
 RZ1031.geopotential number by the normal gravity value computed on the
 RZ1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1031.degrees latitude (g = 980.6199 gals.).
 RZ1031
 RZ1031.The modeled gravity was interpolated from observed gravity values.
 RZ1031
 RZ1031;                    North         East    Units  Estimated Accuracy
 RZ1031;SPC WA S     -    85,870.      768,320.      MT  (+/- 180 meters Scaled)
 RZ1031
 RZ1031                          SUPERSEDED SURVEY CONTROL
 RZ1031
 RZ1031  NGVD 29 (??/??/92)  288.579  (m)          946.78   (f) ADJ UNCH    2 0
 RZ1031
 RZ1031.Superseded values are not recommended for survey control.
 RZ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1031.See file dsdata.txt to determine how the superseded data were derived.
 RZ1031
 RZ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML975999(NAD 83)
 RZ1031_MARKER: DB = BENCH MARK DISK
 RZ1031_SETTING: 80 = SET IN A BOULDER
 RZ1031_SP_SET: BOULDER
 RZ1031_STAMPING: D 271 1945
 RZ1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1031+STABILITY: SURFACE MOTION
 RZ1031
 RZ1031  HISTORY     - Date     Condition        Report By
 RZ1031  HISTORY     - 1945     MONUMENTED       CGS
 RZ1031  HISTORY     - 1946     GOOD             NGS
 RZ1031
 RZ1031                          STATION DESCRIPTION
 RZ1031
 RZ1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ1031'7.1 MI NW FROM ROGERSBURG.
 RZ1031'ABOUT 7.1 MILES NORTHWEST ALONG THE GRANDE RONDE RIVER FROM THE POST
 RZ1031'OFFICE AT ROGERSBURG, SET ON THE WEST BANK OF THE RIVER, ACROSS THE
 RZ1031'RIVER FROM A LARGE OPEN BAR, ABOUT 50 FEET EAST OF A LARGE LONE PINE
 RZ1031'TREE, ABOUT 20 FEET SOUTH OF A SMALL PINE TREE, ABOUT 1 FOOT HIGHER
 RZ1031'THAN HIGH WATER LEVEL, A STANDARD DISK SET IN TOP OF A LARGE LAVA
 RZ1031'BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1047 ***********************************************************************
 RZ1047  DESIGNATION -  D 272
 RZ1047  PID         -  RZ1047
 RZ1047  STATE/COUNTY-  WA/ASOTIN
 RZ1047  USGS QUAD   -  FIELDS SPRING (1995)
 RZ1047
 RZ1047                         *CURRENT SURVEY CONTROL
 RZ1047  ___________________________________________________________________
 RZ1047* NAD 83(1986)-  46 02 22.     (N)    117 14 38.     (W)     SCALED    
 RZ1047* NAVD 88     -       377.682  (meters)    1239.11   (feet)  ADJUSTED  
 RZ1047  ___________________________________________________________________
 RZ1047  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 RZ1047  DYNAMIC HT  -         377.642 (meters)    1238.98  (feet)  COMP
 RZ1047  MODELED GRAV-     980,498.0   (mgal)                       NAVD 88
 RZ1047
 RZ1047  VERT ORDER  -  SECOND    CLASS 0
 RZ1047
 RZ1047.The horizontal coordinates were scaled from a topographic map and have
 RZ1047.an estimated accuracy of +/- 6 seconds.
 RZ1047
 RZ1047.The orthometric height was determined by differential leveling
 RZ1047.and adjusted by the National Geodetic Survey in June 1991..
 RZ1047
 RZ1047.The geoid height was determined by GEOID03.
 RZ1047
 RZ1047.The dynamic height is computed by dividing the NAVD 88
 RZ1047.geopotential number by the normal gravity value computed on the
 RZ1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1047.degrees latitude (g = 980.6199 gals.).
 RZ1047
 RZ1047.The modeled gravity was interpolated from observed gravity values.
 RZ1047
 RZ1047;                    North         East    Units  Estimated Accuracy
 RZ1047;SPC WA S     -    83,690.      751,970.      MT  (+/- 180 meters Scaled)
 RZ1047
 RZ1047                          SUPERSEDED SURVEY CONTROL
 RZ1047
 RZ1047  NGVD 29 (??/??/92)  376.614  (m)         1235.61   (f) ADJ UNCH    2 0
 RZ1047
 RZ1047.Superseded values are not recommended for survey control.
 RZ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1047.See file dsdata.txt to determine how the superseded data were derived.
 RZ1047
 RZ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML811984(NAD 83)
 RZ1047_MARKER: DB = BENCH MARK DISK
 RZ1047_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1047_SP_SET: OUTCROP
 RZ1047_STAMPING: D 272 1945
 RZ1047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1047+STABILITY: POSITION/ELEVATION WELL
 RZ1047
 RZ1047  HISTORY     - Date     Condition        Report By
 RZ1047  HISTORY     - 1945     MONUMENTED       CGS
 RZ1047  HISTORY     - 1971     MARK NOT FOUND   USGS
 RZ1047
 RZ1047                          STATION DESCRIPTION
 RZ1047
 RZ1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RZ1047'18.4 MI NE FROM TROY, OR.
 RZ1047'17.4 MILES NORTHEAST OF TROY POST OFFICE, ALONG TROY-ANATONE ROAD,
 RZ1047'THENCE 1 MILE EAST ON DIRT ROAD ALONG NORTH BANK OF GRANDE RONDE RIVER
 RZ1047'FROM NORTHEAST END OF STEEL-CONCRETE BRIDGE, 194 FEET NORTH OF A GATE
 RZ1047'AT THE NORTHEAST END OF A FIELD, 17 FEET EAST OF THE CENTER LINE OF
 RZ1047'THE ROAD, AND 4 FEET BELOW THE LEVEL OF THE ROAD.  A BRONZE DISK, SET
 RZ1047'IN A DRILL HOLE IN A ROCK OUT-CROP 18 FEET ABOVE THE WATER LEVEL.
 RZ1047'NOTE-- AREA HAD BEEN BULLDOZED.
 RZ1047
 RZ1047                          STATION RECOVERY (1971)
 RZ1047
 RZ1047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RZ1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0757 ***********************************************************************
 SB0757  DESIGNATION -  D 273
 SB0757  PID         -  SB0757
 SB0757  STATE/COUNTY-  WA/LEWIS
 SB0757  USGS QUAD   -  TOWER ROCK (1994)
 SB0757
 SB0757                         *CURRENT SURVEY CONTROL
 SB0757  ___________________________________________________________________
 SB0757* NAD 83(1986)-  46 26 37.     (N)    121 46 48.     (W)     SCALED    
 SB0757* NAVD 88     -       428.065  (meters)    1404.41   (feet)  ADJUSTED  
 SB0757  ___________________________________________________________________
 SB0757  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 SB0757  DYNAMIC HT  -         428.048 (meters)    1404.35  (feet)  COMP
 SB0757  MODELED GRAV-     980,561.1   (mgal)                       NAVD 88
 SB0757
 SB0757  VERT ORDER  -  SECOND    CLASS 0
 SB0757
 SB0757.The horizontal coordinates were scaled from a topographic map and have
 SB0757.an estimated accuracy of +/- 6 seconds.
 SB0757
 SB0757.The orthometric height was determined by differential leveling
 SB0757.and adjusted by the National Geodetic Survey in June 1991..
 SB0757
 SB0757.The geoid height was determined by GEOID03.
 SB0757
 SB0757.The dynamic height is computed by dividing the NAVD 88
 SB0757.geopotential number by the normal gravity value computed on the
 SB0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0757.degrees latitude (g = 980.6199 gals.).
 SB0757
 SB0757.The modeled gravity was interpolated from observed gravity values.
 SB0757
 SB0757;                    North         East    Units  Estimated Accuracy
 SB0757;SPC WA S     -   124,210.      401,660.      MT  (+/- 180 meters Scaled)
 SB0757
 SB0757                          SUPERSEDED SURVEY CONTROL
 SB0757
 SB0757  NGVD 29 (??/??/92)  426.963  (m)         1400.79   (f) ADJ UNCH    2 0
 SB0757
 SB0757.Superseded values are not recommended for survey control.
 SB0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0757.See file dsdata.txt to determine how the superseded data were derived.
 SB0757
 SB0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES937440(NAD 83)
 SB0757_MARKER: DB = BENCH MARK DISK
 SB0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0757_STAMPING: D 273 1946
 SB0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0757+STABILITY: SURFACE MOTION
 SB0757
 SB0757  HISTORY     - Date     Condition        Report By
 SB0757  HISTORY     - 1946     MONUMENTED       CGS
 SB0757  HISTORY     - 1968     GOOD             NGS
 SB0757
 SB0757                          STATION DESCRIPTION
 SB0757
 SB0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SB0757'12.6 MI SE FROM RANDLE.
 SB0757'MARK IS IN SECTION 14, T11N, R8E.  FROM THE INTERSECTION OF U.S.
 SB0757'HIGHWAY 12 AND CISPUS ROAD IN RANDLE, GO SOUTHEAST ON CISPUS ROAD
 SB0757'(ALSO FOREST SERVICE ROAD NO 123) FOR 12.0 MILES TO THE CONCRETE
 SB0757'BRIDGE ON ROAD NO. 123, OVER THE NORTH FORK OF CISPUS RIVER. CONTINUE
 SB0757'SOUTHEAST 0.6 MILE TO THE MARK ON THE RIGHT.  IT IS 25 FEET SOUTHWEST
 SB0757'OF THE CENTER OF THE ROAD, 60 YARDS NORTHWEST OF A 5-FOOT FIR TREE
 SB0757'WHICH LEANS SOUTHEAST, ON A 1/2 MILE LONG STRAIGHT STRETCH OF ROAD, 60
 SB0757'YARDS NORTHWEST OF THE BEGINNING OF A CURVE, ONE FOOT NORTHEAST OF A
 SB0757'METAL WITNESS POST AND ONE FOOT HIGHER THAN THE ROAD. A STANDARD DISK
 SB0757'SET IN A SQUARE CONCRETE POST WHICH PROJECTS ONE INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1035 ***********************************************************************
 RC1035  DESIGNATION -  D 274
 RC1035  PID         -  RC1035
 RC1035  STATE/COUNTY-  WA/KLICKITAT
 RC1035  USGS QUAD   -  THE DALLES NORTH (1994)
 RC1035
 RC1035                         *CURRENT SURVEY CONTROL
 RC1035  ___________________________________________________________________
 RC1035* NAD 83(1986)-  45 44 20.     (N)    121 13 40.     (W)     SCALED    
 RC1035* NAVD 88     -        77.373  (meters)     253.85   (feet)  ADJUSTED  
 RC1035  ___________________________________________________________________
 RC1035  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 RC1035  DYNAMIC HT  -          77.371 (meters)     253.84  (feet)  COMP
 RC1035  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 RC1035
 RC1035  VERT ORDER  -  SECOND    CLASS 0
 RC1035
 RC1035.The horizontal coordinates were scaled from a topographic map and have
 RC1035.an estimated accuracy of +/- 6 seconds.
 RC1035
 RC1035.The orthometric height was determined by differential leveling
 RC1035.and adjusted by the National Geodetic Survey in June 1991..
 RC1035
 RC1035.The geoid height was determined by GEOID03.
 RC1035
 RC1035.The dynamic height is computed by dividing the NAVD 88
 RC1035.geopotential number by the normal gravity value computed on the
 RC1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1035.degrees latitude (g = 980.6199 gals.).
 RC1035
 RC1035.The modeled gravity was interpolated from observed gravity values.
 RC1035
 RC1035;                    North         East    Units  Estimated Accuracy
 RC1035;SPC WA S     -    45,340.      443,360.      MT  (+/- 180 meters Scaled)
 RC1035
 RC1035                          SUPERSEDED SURVEY CONTROL
 RC1035
 RC1035  NGVD 29 (??/??/92)   76.337  (m)          250.45   (f) ADJ UNCH    2 0
 RC1035
 RC1035.Superseded values are not recommended for survey control.
 RC1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1035.See file dsdata.txt to determine how the superseded data were derived.
 RC1035
 RC1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR378665(NAD 83)
 RC1035_MARKER: DB = BENCH MARK DISK
 RC1035_SETTING: 66 = SET IN ROCK OUTCROP
 RC1035_SP_SET: ROCK OUTCROP
 RC1035_STAMPING: D 274 1946
 RC1035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1035+STABILITY: POSITION/ELEVATION WELL
 RC1035
 RC1035  HISTORY     - Date     Condition        Report By
 RC1035  HISTORY     - 1946     MONUMENTED       CGS
 RC1035  HISTORY     - 1973     MARK NOT FOUND   NGS
 RC1035
 RC1035                          STATION DESCRIPTION
 RC1035
 RC1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC1035'4.9 MI NE FROM LYLE.
 RC1035'4.9 MILES NORTHEAST ALONG SURFACED COUNTY ROAD FROM THE MOUTH OF THE
 RC1035'KLICKITAT RIVER, AT A INTERSECTION OF A Y ROAD TO THE NORTH, SET IN A
 RC1035'ROCK OUTCROP ON THE SOUTH BANK OF A SMALL RAVINE, 54 FEET SOUTH OF A
 RC1035'POINT OF INTERSECTION OF THE ROADS, 23 FEET SOUTHEAST OF THE
 RC1035'CENTERLINE OF THE MAIN ROAD, AND 6 FEET SOUTHEAST OF THE REFERENCE
 RC1035'POST.
 RC1035
 RC1035                          STATION RECOVERY (1973)
 RC1035
 RC1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 RC1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1068 ***********************************************************************
 RC1068  DESIGNATION -  D 275
 RC1068  PID         -  RC1068
 RC1068  STATE/COUNTY-  WA/KLICKITAT
 RC1068  USGS QUAD   -  DEAD CANYON (1983)
 RC1068
 RC1068                         *CURRENT SURVEY CONTROL
 RC1068  ___________________________________________________________________
 RC1068* NAD 83(1986)-  45 58 33.     (N)    121 07 45.     (W)     SCALED    
 RC1068* NAVD 88     -       440.577  (meters)    1445.46   (feet)  ADJUSTED  
 RC1068  ___________________________________________________________________
 RC1068  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 RC1068  DYNAMIC HT  -         440.546 (meters)    1445.36  (feet)  COMP
 RC1068  MODELED GRAV-     980,531.9   (mgal)                       NAVD 88
 RC1068
 RC1068  VERT ORDER  -  SECOND    CLASS 0
 RC1068
 RC1068.The horizontal coordinates were scaled from a topographic map and have
 RC1068.an estimated accuracy of +/- 6 seconds.
 RC1068
 RC1068.The orthometric height was determined by differential leveling
 RC1068.and adjusted by the National Geodetic Survey in June 1991..
 RC1068
 RC1068.The geoid height was determined by GEOID03.
 RC1068
 RC1068.The dynamic height is computed by dividing the NAVD 88
 RC1068.geopotential number by the normal gravity value computed on the
 RC1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1068.degrees latitude (g = 980.6199 gals.).
 RC1068
 RC1068.The modeled gravity was interpolated from observed gravity values.
 RC1068
 RC1068;                    North         East    Units  Estimated Accuracy
 RC1068;SPC WA S     -    71,610.      451,240.      MT  (+/- 180 meters Scaled)
 RC1068
 RC1068                          SUPERSEDED SURVEY CONTROL
 RC1068
 RC1068  NGVD 29 (??/??/92)  439.478  (m)         1441.85   (f) ADJ UNCH    2 0
 RC1068
 RC1068.Superseded values are not recommended for survey control.
 RC1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1068.See file dsdata.txt to determine how the superseded data were derived.
 RC1068
 RC1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR449930(NAD 83)
 RC1068_MARKER: DB = BENCH MARK DISK
 RC1068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1068_SP_SET: BRIDGE ABUTMENT
 RC1068_STAMPING: D 275 1946
 RC1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1068
 RC1068  HISTORY     - Date     Condition        Report By
 RC1068  HISTORY     - 1946     MONUMENTED       CGS
 RC1068  HISTORY     - 1956     GOOD             NGS
 RC1068
 RC1068                          STATION DESCRIPTION
 RC1068
 RC1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RC1068'9.3 MI SE FROM GLENWOOD.
 RC1068'0.7 MILE SOUTHEAST ALONG AN OILED COUNTY ROAD FROM THE SCHOOL AT
 RC1068'GLENWOOD, 8.6 MILES EAST ALONG THE GOLDENDALE ROAD, SET IN THE NORTH
 RC1068'END OF THE WEST ABUTMENT OF A SMALL RAILROAD BRIDGE ALONG THE LOGGING
 RC1068'RAILROAD, ONE TELEPHONE POLE EAST OF A MILE POST NO. 21, 30 FEET SOUTH
 RC1068'OF THE CENTERLINE OF THE ROAD, AND 6 FEET NORTH OF THE CENTERLINE OF
 RC1068'THE TRACK.  NOTE-- REVISED DESCRIPTION-- OLD COUNTY ROAD HAS BEEN
 RC1068'REPLACED BY NEW COUNTY ROAD.  BENCH MARK IS NOW 190 FEET SOUTHWEST OF
 RC1068'THE NEW COUNTY ROAD AND 33 FEET SOUTHWEST OF THE CENTERLINE OF J.
 RC1068'NEILS LOGGING ROAD, 2.2 MILES NORTH OF ROAD TO RELOAD STATION ALONG
 RC1068'THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0390 ***********************************************************************
 SB0390  DESIGNATION -  D 276
 SB0390  PID         -  SB0390
 SB0390  STATE/COUNTY-  WA/YAKIMA
 SB0390  USGS QUAD   -  WAPATO (1985)
 SB0390
 SB0390                         *CURRENT SURVEY CONTROL
 SB0390  ___________________________________________________________________
 SB0390* NAD 83(1986)-  46 23 48.     (N)    120 25 05.     (W)     SCALED    
 SB0390* NAVD 88     -       248.722  (meters)     816.02   (feet)  ADJUSTED  
 SB0390  ___________________________________________________________________
 SB0390  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SB0390  DYNAMIC HT  -         248.722 (meters)     816.02  (feet)  COMP
 SB0390  MODELED GRAV-     980,610.3   (mgal)                       NAVD 88
 SB0390
 SB0390  VERT ORDER  -  SECOND    CLASS 0
 SB0390
 SB0390.The horizontal coordinates were scaled from a topographic map and have
 SB0390.an estimated accuracy of +/- 6 seconds.
 SB0390
 SB0390.The orthometric height was determined by differential leveling
 SB0390.and adjusted by the National Geodetic Survey in June 1991..
 SB0390
 SB0390.The geoid height was determined by GEOID03.
 SB0390
 SB0390.The dynamic height is computed by dividing the NAVD 88
 SB0390.geopotential number by the normal gravity value computed on the
 SB0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0390.degrees latitude (g = 980.6199 gals.).
 SB0390
 SB0390.The modeled gravity was interpolated from observed gravity values.
 SB0390
 SB0390;                    North         East    Units  Estimated Accuracy
 SB0390;SPC WA S     -   118,190.      506,300.      MT  (+/- 180 meters Scaled)
 SB0390
 SB0390                          SUPERSEDED SURVEY CONTROL
 SB0390
 SB0390  NGVD 29 (??/??/92)  247.673  (m)          812.57   (f) ADJ UNCH    2 0
 SB0390
 SB0390.Superseded values are not recommended for survey control.
 SB0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0390.See file dsdata.txt to determine how the superseded data were derived.
 SB0390
 SB0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS984413(NAD 83)
 SB0390_MARKER: DD = SURVEY DISK
 SB0390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SB0390_SP_SET: IRRIGATION CANAL HEADWALL
 SB0390_STAMPING: D 276 1946
 SB0390_MARK LOGO: USIIS 
 SB0390_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0390+STABILITY: SURFACE MOTION
 SB0390
 SB0390  HISTORY     - Date     Condition        Report By
 SB0390  HISTORY     - 1946     MONUMENTED       DI
 SB0390  HISTORY     - 1961     GOOD             NGS
 SB0390  HISTORY     - 1982     GOOD             NGS
 SB0390  HISTORY     - 19950830 GOOD             WADT
 SB0390
 SB0390                          STATION DESCRIPTION
 SB0390
 SB0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0390'3.3 MI S FROM WAPATO.
 SB0390'3.3 MILES SOUTH ALONG SOUTH WAPATO ROAD FROM THE WAPATO INDIAN
 SB0390'IRRIGATION OFFICE, 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET
 SB0390'IN THE TOP OF A CONCRETE HEADWALL OF A CONCRETE BRIDGE OVER AN
 SB0390'IRRIGATION CANAL, AT THE WEST END OF THE HEADWALL TO AN IRRIGATION
 SB0390'DITCH LEADING SOUTH FROM THE CANAL.
 SB0390
 SB0390                          STATION RECOVERY (1982)
 SB0390
 SB0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0390'RECOVERED IN GOOD CONDITION.
 SB0390
 SB0390                          STATION RECOVERY (1995)
 SB0390
 SB0390'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KAA)
 SB0390'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0493 ***********************************************************************
 SB0493  DESIGNATION -  D 277
 SB0493  PID         -  SB0493
 SB0493  STATE/COUNTY-  WA/YAKIMA
 SB0493  USGS QUAD   -  TOPPENISH MTN (1958)
 SB0493
 SB0493                         *CURRENT SURVEY CONTROL
 SB0493  ___________________________________________________________________
 SB0493* NAD 83(1986)-  46 17 43.     (N)    120 44 27.     (W)     SCALED    
 SB0493* NAVD 88     -       457.656  (meters)    1501.49   (feet)  ADJUSTED  
 SB0493  ___________________________________________________________________
 SB0493  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SB0493  DYNAMIC HT  -         457.638 (meters)    1501.43  (feet)  COMP
 SB0493  MODELED GRAV-     980,562.1   (mgal)                       NAVD 88
 SB0493
 SB0493  VERT ORDER  -  SECOND    CLASS 0
 SB0493
 SB0493.The horizontal coordinates were scaled from a topographic map and have
 SB0493.an estimated accuracy of +/- 6 seconds.
 SB0493
 SB0493.The orthometric height was determined by differential leveling
 SB0493.and adjusted by the National Geodetic Survey in June 1991..
 SB0493
 SB0493.The geoid height was determined by GEOID03.
 SB0493
 SB0493.The dynamic height is computed by dividing the NAVD 88
 SB0493.geopotential number by the normal gravity value computed on the
 SB0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0493.degrees latitude (g = 980.6199 gals.).
 SB0493
 SB0493.The modeled gravity was interpolated from observed gravity values.
 SB0493
 SB0493;                    North         East    Units  Estimated Accuracy
 SB0493;SPC WA S     -   106,950.      481,450.      MT  (+/- 180 meters Scaled)
 SB0493
 SB0493                          SUPERSEDED SURVEY CONTROL
 SB0493
 SB0493  NGVD 29 (??/??/92)  456.580  (m)         1497.96   (f) ADJ UNCH    2 0
 SB0493
 SB0493.Superseded values are not recommended for survey control.
 SB0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0493.See file dsdata.txt to determine how the superseded data were derived.
 SB0493
 SB0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS739293(NAD 83)
 SB0493_MARKER: DB = BENCH MARK DISK
 SB0493_SETTING: 80 = SET IN A BOULDER
 SB0493_SP_SET: BOULDER
 SB0493_STAMPING: D 277 1946
 SB0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0493+STABILITY: SURFACE MOTION
 SB0493
 SB0493  HISTORY     - Date     Condition        Report By
 SB0493  HISTORY     - 1946     MONUMENTED       CGS
 SB0493  HISTORY     - 1961     GOOD             NGS
 SB0493
 SB0493                          STATION DESCRIPTION
 SB0493
 SB0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0493'6.3 MI S FROM WHITE SWAN.
 SB0493'6.3 MILES SOUTH ALONG MT. ADAMS HIGHWAY FROM THE WHITE SWAN SCHOOL,
 SB0493'190 FEET SOUTH WEST OF TWIN 5-FOOT CORUGATED TUBE CULVERTS UNDER THE
 SB0493'HIGHWAY, 105 FEET WEST OF THE CENTER OF THE HIGHWAY, 12 FEET WEST OF
 SB0493'THE WEST BANK OF A SMALL STREAM, SET IN TOP OF A LARGE ROCK OUTCROP,
 SB0493'AT THE BASE OF A ROCK CLIFF.  A LARGE B M WAS PAINTED ON THE BOULDER
 SB0493'THAT THE BENCH MARK DISK IS SET IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1618 ***********************************************************************
 SA1618  DESIGNATION -  D 278
 SA1618  PID         -  SA1618
 SA1618  STATE/COUNTY-  WA/KITTITAS
 SA1618  USGS QUAD   -  BEVERLY (1965)
 SA1618
 SA1618                         *CURRENT SURVEY CONTROL
 SA1618  ___________________________________________________________________
 SA1618* NAD 83(1986)-  46 45 04.     (N)    119 58 30.     (W)     SCALED    
 SA1618* NAVD 88     -       154.414  (meters)     506.61   (feet)  ADJUSTED  
 SA1618  ___________________________________________________________________
 SA1618  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 SA1618  DYNAMIC HT  -         154.425 (meters)     506.64  (feet)  COMP
 SA1618  MODELED GRAV-     980,678.4   (mgal)                       NAVD 88
 SA1618
 SA1618  VERT ORDER  -  SECOND    CLASS 0
 SA1618
 SA1618.The horizontal coordinates were scaled from a topographic map and have
 SA1618.an estimated accuracy of +/- 6 seconds.
 SA1618
 SA1618.The orthometric height was determined by differential leveling
 SA1618.and adjusted by the National Geodetic Survey in June 1991..
 SA1618
 SA1618.The geoid height was determined by GEOID03.
 SA1618
 SA1618.The dynamic height is computed by dividing the NAVD 88
 SA1618.geopotential number by the normal gravity value computed on the
 SA1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1618.degrees latitude (g = 980.6199 gals.).
 SA1618
 SA1618.The modeled gravity was interpolated from observed gravity values.
 SA1618
 SA1618;                    North         East    Units  Estimated Accuracy
 SA1618;SPC WA S     -   157,720.      540,110.      MT  (+/- 180 meters Scaled)
 SA1618
 SA1618                          SUPERSEDED SURVEY CONTROL
 SA1618
 SA1618  NGVD 29 (??/??/92)  153.342  (m)          503.09   (f) ADJ UNCH    2 0
 SA1618
 SA1618.Superseded values are not recommended for survey control.
 SA1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1618.See file dsdata.txt to determine how the superseded data were derived.
 SA1618
 SA1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM727818(NAD 83)
 SA1618_MARKER: DB = BENCH MARK DISK
 SA1618_SETTING: 66 = SET IN ROCK OUTCROP
 SA1618_SP_SET: BEDROCK
 SA1618_STAMPING: D 278 1946
 SA1618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1618+STABILITY: POSITION/ELEVATION WELL
 SA1618
 SA1618  HISTORY     - Date     Condition        Report By
 SA1618  HISTORY     - 1946     MONUMENTED       CGS
 SA1618
 SA1618                          STATION DESCRIPTION
 SA1618
 SA1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SA1618'6.1 MI S FROM BEVERLY JUNCTION.
 SA1618'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 6.1 MILES
 SA1618'SOUTH OF THE JUNCTION POINT AT BEVERLY JUNCTION, 61.5 FEET EAST OF AND
 SA1618'ACROSS TRACK FROM THE FOURTH TELEPHONE POLE SOUTH OF MILE POST NO. 6,
 SA1618'5 1/2 - 39-FOOT RAILS SOUTH OF SOUTH END OF WOODEN TRESTLE NO. EE
 SA1618'1010, 29.0 FEET EAST OF EAST RAIL, SET IN NORTH END OF LARGE PORTION
 SA1618'OF BEDROCK ABOUT 2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0002 ***********************************************************************
 TS0002  DESIGNATION -  D 28
 TS0002  PID         -  TS0002
 TS0002  STATE/COUNTY-  WA/CLALLAM
 TS0002  USGS QUAD   -  GUNDERSON MTN (1984)
 TS0002
 TS0002                         *CURRENT SURVEY CONTROL
 TS0002  ___________________________________________________________________
 TS0002* NAD 83(1986)-  48 00 35.     (N)    124 23 23.     (W)     SCALED    
 TS0002* NAVD 88     -        92.009  (meters)     301.87   (feet)  POSTED    
 TS0002  ___________________________________________________________________
 TS0002  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 TS0002  DYNAMIC HT  -          92.030 (meters)     301.94  (feet)  COMP
 TS0002  MODELED GRAV-     980,807.2   (mgal)                       NAVD 88
 TS0002
 TS0002  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TS0002
 TS0002.The horizontal coordinates were scaled from a topographic map and have
 TS0002.an estimated accuracy of +/- 6 seconds.
 TS0002
 TS0002.The orthometric height was determined by differential leveling
 TS0002.and adjusted by the National Geodetic Survey in 1992..
 TS0002.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TS0002.rate of 0.0 thru 1.0 mm/km.
 TS0002
 TS0002.The geoid height was determined by GEOID03.
 TS0002
 TS0002.The dynamic height is computed by dividing the NAVD 88
 TS0002.geopotential number by the normal gravity value computed on the
 TS0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0002.degrees latitude (g = 980.6199 gals.).
 TS0002
 TS0002.The modeled gravity was interpolated from observed gravity values.
 TS0002
 TS0002;                    North         East    Units  Estimated Accuracy
 TS0002;SPC WA N     -   118,390.      234,760.      MT  (+/- 180 meters Scaled)
 TS0002
 TS0002                          SUPERSEDED SURVEY CONTROL
 TS0002
 TS0002  NGVD 29 (??/??/92)   90.944  (m)          298.37   (f) ADJ UNCH    1 2
 TS0002
 TS0002.Superseded values are not recommended for survey control.
 TS0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0002.See file dsdata.txt to determine how the superseded data were derived.
 TS0002
 TS0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU963183(NAD 83)
 TS0002_MARKER: DB = BENCH MARK DISK
 TS0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TS0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TS0002_STAMPING: D 28 1933 297.926
 TS0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0002+STABILITY: SURFACE MOTION
 TS0002
 TS0002  HISTORY     - Date     Condition        Report By
 TS0002  HISTORY     - 1933     MONUMENTED       CGS
 TS0002  HISTORY     - 1934     GOOD             NGS
 TS0002  HISTORY     - 1974     MARK NOT FOUND   NGS
 TS0002  HISTORY     - 19910710 MARK NOT FOUND   USPSQD
 TS0002
 TS0002                          STATION DESCRIPTION
 TS0002
 TS0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TS0002'5.0 MI N FROM FORKS.
 TS0002'ABOUT 5.0 MILES NORTH ALONG U.S. HIGHWAY NO.101 FROM ACKERLY STREET
 TS0002'AND FORKS AVENUE, FORKS, CLALLAM COUNTY, 66 FEET NORTH OF THE CENTER
 TS0002'OF A T-ROAD LEADING EAST TO THE GAYDESKI RANCH, ABOUT 95 FEET NORTH OF
 TS0002'TELEPHONE POLE 46-4 AND ABOUT 30 FEET EAST OF THE CENTER OF THE
 TS0002'HIGHWAY.  A STANDARD DISK, STAMPED D 28 1933 AND SET IN THE TOP OF A
 TS0002'10 INCH SQUARE CONCRETE POST PROJECTING ABOUT 7 INCHES ABOVE THE
 TS0002'GROUND AND ABOUT LEVEL WITH THE PAVEMENT.
 TS0002
 TS0002                          STATION RECOVERY (1974)
 TS0002
 TS0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TS0002'MARK NOT FOUND.
 TS0002
 TS0002                          STATION RECOVERY (1991)
 TS0002
 TS0002'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLS)
 TS0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5103 ***********************************************************************
 AA5103  DESIGNATION -  D 28 RESET
 AA5103  PID         -  AA5103
 AA5103  STATE/COUNTY-  WA/CLALLAM
 AA5103  USGS QUAD   -  GUNDERSON MTN (1984)
 AA5103
 AA5103                         *CURRENT SURVEY CONTROL
 AA5103  ___________________________________________________________________
 AA5103* NAD 83(1986)-  48 00 35.     (N)    124 23 23.     (W)     SCALED    
 AA5103* NAVD 88     -        91.69   (+/-2cm)     300.8    (feet)  VERTCON   
 AA5103  ___________________________________________________________________
 AA5103  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AA5103
 AA5103  VERT ORDER  -  THIRD (See Below)
 AA5103
 AA5103.The horizontal coordinates were scaled from a topographic map and have
 AA5103.an estimated accuracy of +/- 6 seconds.
 AA5103
 AA5103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5103.The vertical order pertains to the NGVD 29 superseded value.
 AA5103
 AA5103.The geoid height was determined by GEOID03.
 AA5103
 AA5103;                    North         East    Units  Estimated Accuracy
 AA5103;SPC WA N     -   118,390.      234,760.      MT  (+/- 180 meters Scaled)
 AA5103
 AA5103                          SUPERSEDED SURVEY CONTROL
 AA5103
 AA5103  NGVD 29 (12/17/02)   90.60   (m)          297.2    (f) RESET       3  
 AA5103
 AA5103.Superseded values are not recommended for survey control.
 AA5103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5103.See file dsdata.txt to determine how the superseded data were derived.
 AA5103
 AA5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU963183(NAD 83)
 AA5103_MARKER: DB = BENCH MARK DISK
 AA5103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5103_STAMPING: D 28 RESET 1955
 AA5103_MARK LOGO: CGS   
 AA5103_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5103+STABILITY: SURFACE MOTION
 AA5103
 AA5103  HISTORY     - Date     Condition        Report By
 AA5103  HISTORY     - 1955     MONUMENTED       WAHC
 AA5103
 AA5103                          STATION DESCRIPTION
 AA5103
 AA5103'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1955 (JPM)
 AA5103'4.25 MILES (6.84 KM) NORTH OF FORKS, SOUTH 1/16 COR., SEC., 16/, SEC.,
 AA5103'21.  93.0 FEET (28.3 M) WEST OF OLD MARK AND ALONG NEW RIGHT-OF-WAY
 AA5103'FENCE LEFT SIDE FROM FORKS, ANS 150 FEET (45.7 M) SOUTH OF OLD MARK,
 AA5103'10.0 FEET (3.0 M) RIGHT OF APPROACH ROAD TO FORD RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0984 ***********************************************************************
 RZ0984  DESIGNATION -  D 280
 RZ0984  PID         -  RZ0984
 RZ0984  STATE/COUNTY-  WA/ASOTIN
 RZ0984  USGS QUAD   -  BLACK BUTTE (1971)
 RZ0984
 RZ0984                         *CURRENT SURVEY CONTROL
 RZ0984  ___________________________________________________________________
 RZ0984* NAD 83(1986)-  46 02 58.     (N)    117 07 03.     (W)     SCALED    
 RZ0984* NAVD 88     -       421.736  (meters)    1383.65   (feet)  ADJUSTED  
 RZ0984  ___________________________________________________________________
 RZ0984  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 RZ0984  DYNAMIC HT  -         421.654 (meters)    1383.38  (feet)  COMP
 RZ0984  MODELED GRAV-     980,411.9   (mgal)                       NAVD 88
 RZ0984
 RZ0984  VERT ORDER  -  SECOND    CLASS 0
 RZ0984
 RZ0984.The horizontal coordinates were scaled from a topographic map and have
 RZ0984.an estimated accuracy of +/- 6 seconds.
 RZ0984
 RZ0984.The orthometric height was determined by differential leveling
 RZ0984.and adjusted by the National Geodetic Survey in June 1991..
 RZ0984
 RZ0984.The geoid height was determined by GEOID03.
 RZ0984
 RZ0984.The dynamic height is computed by dividing the NAVD 88
 RZ0984.geopotential number by the normal gravity value computed on the
 RZ0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0984.degrees latitude (g = 980.6199 gals.).
 RZ0984
 RZ0984.The modeled gravity was interpolated from observed gravity values.
 RZ0984
 RZ0984;                    North         East    Units  Estimated Accuracy
 RZ0984;SPC WA S     -    85,210.      761,700.      MT  (+/- 180 meters Scaled)
 RZ0984
 RZ0984                          SUPERSEDED SURVEY CONTROL
 RZ0984
 RZ0984  NGVD 29 (??/??/92)  420.632  (m)         1380.02   (f) ADJ UNCH    2 0
 RZ0984
 RZ0984.Superseded values are not recommended for survey control.
 RZ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0984.See file dsdata.txt to determine how the superseded data were derived.
 RZ0984
 RZ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML909995(NAD 83)
 RZ0984_MARKER: DB = BENCH MARK DISK
 RZ0984_SETTING: 80 = SET IN A BOULDER
 RZ0984_SP_SET: BOULDER
 RZ0984_STAMPING: D 280 1946
 RZ0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0984+STABILITY: SURFACE MOTION
 RZ0984
 RZ0984  HISTORY     - Date     Condition        Report By
 RZ0984  HISTORY     - 1946     MONUMENTED       CGS
 RZ0984  HISTORY     - 1962     GOOD             NGS
 RZ0984
 RZ0984                          STATION DESCRIPTION
 RZ0984
 RZ0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RZ0984'7.4 MI S FROM ANATONE.
 RZ0984'REACHED FROM THE POST OFFICE AT ANATONE GO SOUTH ON STATE HIGHWAY 3
 RZ0984'FOR 1.7 MILES TO A T-ROAD, TURN LEFT ON THIS PAVED ROAD GO ABOUT 0.8
 RZ0984'MILE TO ANOTHER T-ROAD ON THE RIGHT, TURN RIGHT GO UP GRADE THEN GO
 RZ0984'DOWN A STEEP GRADE FOR 4.9 MILES, 0.1 MILE NORTH OF FORD CROSSING
 RZ0984'SCHUMACHER CREEK, 20 FEET WEST OF THE CENTER LINE OF THE ROAD, 8 FEET
 RZ0984'WEST OF A FENCE, 16 FEET SOUTHWEST OF A REFERENCE ROCK, SET IN THE TOP
 RZ0984'OF A LARGE BOULDER THAT IS PROJECTING ABOUT 2-FEET ABOVE GROUND, A
 RZ0984'LARGE BM IS PAINTED ON THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0113 ***********************************************************************
 TP0113  DESIGNATION -  D 281
 TP0113  PID         -  TP0113
 TP0113  STATE/COUNTY-  WA/FERRY
 TP0113  USGS QUAD   -  BANGS MOUNTAIN (1992)
 TP0113
 TP0113                         *CURRENT SURVEY CONTROL
 TP0113  ___________________________________________________________________
 TP0113* NAD 83(1986)-  48 36 35.     (N)    118 08 19.     (W)     SCALED    
 TP0113* NAVD 88     -       479.137  (meters)    1571.97   (feet)  ADJUSTED  
 TP0113  ___________________________________________________________________
 TP0113  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 TP0113  DYNAMIC HT  -         479.211 (meters)    1572.21  (feet)  COMP
 TP0113  MODELED GRAV-     980,749.1   (mgal)                       NAVD 88
 TP0113
 TP0113  VERT ORDER  -  FIRST     CLASS II
 TP0113
 TP0113.The horizontal coordinates were scaled from a topographic map and have
 TP0113.an estimated accuracy of +/- 6 seconds.
 TP0113
 TP0113.The orthometric height was determined by differential leveling
 TP0113.and adjusted by the National Geodetic Survey in June 1991..
 TP0113
 TP0113.The geoid height was determined by GEOID03.
 TP0113
 TP0113.The dynamic height is computed by dividing the NAVD 88
 TP0113.geopotential number by the normal gravity value computed on the
 TP0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0113.degrees latitude (g = 980.6199 gals.).
 TP0113
 TP0113.The modeled gravity was interpolated from observed gravity values.
 TP0113
 TP0113;                    North         East    Units  Estimated Accuracy
 TP0113;SPC WA N     -   182,460.      698,670.      MT  (+/- 180 meters Scaled)
 TP0113
 TP0113                          SUPERSEDED SURVEY CONTROL
 TP0113
 TP0113  NGVD 29 (??/??/92)  477.910  (m)         1567.94   (f) ADJ UNCH    1 2
 TP0113
 TP0113.Superseded values are not recommended for survey control.
 TP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0113.See file dsdata.txt to determine how the superseded data were derived.
 TP0113
 TP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP160846(NAD 83)
 TP0113_MARKER: DB = BENCH MARK DISK
 TP0113_SETTING: 80 = SET IN A BOULDER
 TP0113_SP_SET: BOULDER
 TP0113_STAMPING: D 281 1946
 TP0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0113+STABILITY: SURFACE MOTION
 TP0113
 TP0113  HISTORY     - Date     Condition        Report By
 TP0113  HISTORY     - 1946     MONUMENTED       CGS
 TP0113
 TP0113                          STATION DESCRIPTION
 TP0113
 TP0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0113'5.2 MI SW FROM KETTLE FALLS.
 TP0113'3.7 MILES WEST ALONG U.S. HIGHWAY NO. 395, THENCE.  1.5 MILES SOUTH
 TP0113'ALONG A COUNTY GRAVEL ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 TP0113'KETTLE FALLS, ON THE SOUTH SIDE OF A RAVINE, ABOUT 415.0 FEET NORTH OF
 TP0113'A DRIVEWAY LEADING EAST TO A FARM HOUSE, 56.5 FEET EAST OF THE MOST
 TP0113'NORTHERLY OF THREE LARGE PINE TREES, 47.0 FEET WEST OF THE CENTERLINE
 TP0113'OF THE ROAD, 4.4 FEET EAST OF THE RIGHT-OF-WAY FENCE, A BENCH MARK
 TP0113'DISK SET IN TOP OF AN OUTCROPING BOULDER, AND ABOUT 2.0 FEET HIGHER
 TP0113'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0639 ***********************************************************************
 RZ0639  DESIGNATION -  D 282
 RZ0639  PID         -  RZ0639
 RZ0639  STATE/COUNTY-  WA/WHITMAN
 RZ0639  USGS QUAD   -  PULLMAN (1975)
 RZ0639
 RZ0639                         *CURRENT SURVEY CONTROL
 RZ0639  ___________________________________________________________________
 RZ0639* NAD 83(1986)-  46 38 28.     (N)    117 10 13.     (W)     SCALED    
 RZ0639* NAVD 88     -       788.862  (meters)    2588.12   (feet)  ADJUSTED  
 RZ0639  ___________________________________________________________________
 RZ0639  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 RZ0639  DYNAMIC HT  -         788.801 (meters)    2587.92  (feet)  COMP
 RZ0639  MODELED GRAV-     980,509.9   (mgal)                       NAVD 88
 RZ0639
 RZ0639  VERT ORDER  -  FIRST     CLASS II
 RZ0639
 RZ0639.The horizontal coordinates were scaled from a topographic map and have
 RZ0639.an estimated accuracy of +/- 6 seconds.
 RZ0639
 RZ0639.The orthometric height was determined by differential leveling
 RZ0639.and adjusted by the National Geodetic Survey in June 1991..
 RZ0639
 RZ0639.The geoid height was determined by GEOID03.
 RZ0639
 RZ0639.The dynamic height is computed by dividing the NAVD 88
 RZ0639.geopotential number by the normal gravity value computed on the
 RZ0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0639.degrees latitude (g = 980.6199 gals.).
 RZ0639
 RZ0639.The modeled gravity was interpolated from observed gravity values.
 RZ0639
 RZ0639;                    North         East    Units  Estimated Accuracy
 RZ0639;SPC WA S     -   150,740.      754,840.      MT  (+/- 180 meters Scaled)
 RZ0639
 RZ0639                          SUPERSEDED SURVEY CONTROL
 RZ0639
 RZ0639  NGVD 29 (??/??/92)  787.780  (m)         2584.57   (f) ADJ UNCH    1 2
 RZ0639
 RZ0639.Superseded values are not recommended for survey control.
 RZ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0639.See file dsdata.txt to determine how the superseded data were derived.
 RZ0639
 RZ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM869652(NAD 83)
 RZ0639_MARKER: DB = BENCH MARK DISK
 RZ0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0639_STAMPING: D 282 1946
 RZ0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0639+STABILITY: SURFACE MOTION
 RZ0639
 RZ0639  HISTORY     - Date     Condition        Report By
 RZ0639  HISTORY     - 1946     MONUMENTED       CGS
 RZ0639  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0639
 RZ0639                          STATION DESCRIPTION
 RZ0639
 RZ0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RZ0639'9.6 MI S FROM PULLMAN.
 RZ0639'9.6 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0639'PULLMAN, 72 FEET NORTHWEST OF MILEPOST 8, 60 FEET WEST OF A TELEPHONE
 RZ0639'POLE, 43 FEET SOUTH OF THE CENTER LINE OF A COUNTY ROAD, 18 1/2 FEET
 RZ0639'NORTH OF THE NORTH RAIL OF THE TRACK, AND 3 FEET EAST OF A WHITE
 RZ0639'WITNESS POST.
 RZ0639
 RZ0639                          STATION RECOVERY (1980)
 RZ0639
 RZ0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0639'BENCH MARK SEARCHED FOR ON THIS DTAE BUT NOT RECOVERED. NOTE-THE AREA
 RZ0639'IS NOW A PLOWED FIELD, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0613 ***********************************************************************
 TP0613  DESIGNATION -  D 283
 TP0613  PID         -  TP0613
 TP0613  STATE/COUNTY-  WA/OKANOGAN
 TP0613  USGS QUAD   -  NIGHTHAWK (1981)
 TP0613
 TP0613                         *CURRENT SURVEY CONTROL
 TP0613  ___________________________________________________________________
 TP0613* NAD 83(1986)-  48 57 47.     (N)    119 43 03.     (W)     SCALED    
 TP0613* NAVD 88     -       361.021  (meters)    1184.45   (feet)  ADJUSTED  
 TP0613  ___________________________________________________________________
 TP0613  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 TP0613  DYNAMIC HT  -         361.069 (meters)    1184.61  (feet)  COMP
 TP0613  MODELED GRAV-     980,735.7   (mgal)                       NAVD 88
 TP0613
 TP0613  VERT ORDER  -  FIRST     CLASS II
 TP0613
 TP0613.The horizontal coordinates were scaled from a topographic map and have
 TP0613.an estimated accuracy of +/- 6 seconds.
 TP0613
 TP0613.The orthometric height was determined by differential leveling
 TP0613.and adjusted by the National Geodetic Survey in June 1991..
 TP0613
 TP0613.The geoid height was determined by GEOID03.
 TP0613
 TP0613.The dynamic height is computed by dividing the NAVD 88
 TP0613.geopotential number by the normal gravity value computed on the
 TP0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0613.degrees latitude (g = 980.6199 gals.).
 TP0613
 TP0613.The modeled gravity was interpolated from observed gravity values.
 TP0613
 TP0613;                    North         East    Units  Estimated Accuracy
 TP0613;SPC WA N     -   218,860.      581,710.      MT  (+/- 180 meters Scaled)
 TP0613
 TP0613                          SUPERSEDED SURVEY CONTROL
 TP0613
 TP0613  NGVD 29 (??/??/92)  359.689  (m)         1180.08   (f) ADJ UNCH    1 2
 TP0613
 TP0613.Superseded values are not recommended for survey control.
 TP0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0613.See file dsdata.txt to determine how the superseded data were derived.
 TP0613
 TP0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ010269(NAD 83)
 TP0613_MARKER: DB = BENCH MARK DISK
 TP0613_SETTING: 0 = UNSPECIFIED SETTING
 TP0613_STAMPING: D 283 1946
 TP0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0613
 TP0613  HISTORY     - Date     Condition        Report By
 TP0613  HISTORY     - 1946     MONUMENTED       CGS
 TP0613
 TP0613                          STATION DESCRIPTION
 TP0613
 TP0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0613'2.63 MI S FROM CHOPAKA.
 TP0613'2.63 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE WATER TANK
 TP0613'AT CHOPAKA, AT A FARM ROAD CROSSING, 280 FEET SOUTHEAST OF A
 TP0613'FARMHOUSE, 55 FEET NORTHWEST OF THE CENTERLINE OF THE FARM ROAD, 46.5
 TP0613'FEET NORTHEAST OF THE NORTHEAST RAIL, 2 1/2 FEET SOUTHEAST OF A
 TP0613'WITNESS POST, 3 FEET BELOW THE RAIL LEVEL, 1.5 FEET SOUTHWEST OF A
 TP0613'FENCE LINE, AND 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0262 ***********************************************************************
 TP0262  DESIGNATION -  D 284
 TP0262  PID         -  TP0262
 TP0262  STATE/COUNTY-  WA/FERRY
 TP0262  USGS QUAD   -  REPUBLIC (1992)
 TP0262
 TP0262                         *CURRENT SURVEY CONTROL
 TP0262  ___________________________________________________________________
 TP0262* NAD 83(1986)-  48 37 54.     (N)    118 44 07.     (W)     SCALED    
 TP0262* NAVD 88     -       724.57   (+/-2cm)    2377.2    (feet)  VERTCON   
 TP0262  ___________________________________________________________________
 TP0262  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 TP0262
 TP0262  VERT ORDER  -  FIRST     CLASS II (See Below)
 TP0262
 TP0262.The horizontal coordinates were scaled from a topographic map and have
 TP0262.an estimated accuracy of +/- 6 seconds.
 TP0262
 TP0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0262.The vertical order pertains to the NGVD 29 superseded value.
 TP0262
 TP0262.The geoid height was determined by GEOID03.
 TP0262
 TP0262;                    North         East    Units  Estimated Accuracy
 TP0262;SPC WA N     -   183,530.      654,630.      MT  (+/- 180 meters Scaled)
 TP0262
 TP0262                          SUPERSEDED SURVEY CONTROL
 TP0262
 TP0262  NGVD 29 (??/??/92)  723.283  (m)         2372.97   (f) ADJ UNCH    1 2
 TP0262
 TP0262.Superseded values are not recommended for survey control.
 TP0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0262.See file dsdata.txt to determine how the superseded data were derived.
 TP0262
 TP0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP721879(NAD 83)
 TP0262_MARKER: DB = BENCH MARK DISK
 TP0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0262_STAMPING: D 284 1946
 TP0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0262+STABILITY: SURFACE MOTION
 TP0262
 TP0262  HISTORY     - Date     Condition        Report By
 TP0262  HISTORY     - 1946     MONUMENTED       CGS
 TP0262  HISTORY     - 19850501 MARK NOT FOUND   USGS
 TP0262
 TP0262                          STATION DESCRIPTION
 TP0262
 TP0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0262'1.5 MI SW FROM REPUBLIC.
 TP0262'1.0 MILE SOUTH ALONG STATE HIGHWAY NO.4, THENCE.  0.5 MILE WEST ALONG
 TP0262'THE AIRPORT ROAD FROM THE POST OFFICE AT REPUBLIC, AT THE FAIR WEATHER
 TP0262'AIRPORT, ABOUT 500.0 FEET SOUTHEAST OF THE SOUTH HANGAR, ABOUT 125.0
 TP0262'FEET EAST OF THE EAST SIDE OF THE RUNWAY, 41.0 FEET NORTHWEST OF A
 TP0262'POWER POLE, 26.0 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 TP0262'BUILDING, 6.2 FEET NORTH OF THE WIND INDICATOR, 2.4 FEET SOUTH OF A
 TP0262'WITNESS POST, A BENCH MARK DISK IN TOP OF A CONCRETE POST, PROJECTING
 TP0262'0.2 FOOT ABOVE THE GROUND.
 TP0262
 TP0262                          STATION RECOVERY (1985)
 TP0262
 TP0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DEK)
 TP0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0806 ***********************************************************************
 SC0806  DESIGNATION -  D 285
 SC0806  PID         -  SC0806
 SC0806  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0806  USGS QUAD   -  HOQUIAM (1994)
 SC0806
 SC0806                         *CURRENT SURVEY CONTROL
 SC0806  ___________________________________________________________________
 SC0806* NAD 83(1986)-  46 58 23.     (N)    123 55 52.     (W)     SCALED    
 SC0806* NAVD 88     -         3.697  (meters)      12.13   (feet)  ADJUSTED  
 SC0806  ___________________________________________________________________
 SC0806  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 SC0806  DYNAMIC HT  -           3.697 (meters)      12.13  (feet)  COMP
 SC0806  MODELED GRAV-     980,763.0   (mgal)                       NAVD 88
 SC0806
 SC0806  VERT ORDER  -  FIRST     CLASS I
 SC0806
 SC0806.This mark is at Bowerman Airport (HQM)
 SC0806
 SC0806.The horizontal coordinates were scaled from a topographic map and have
 SC0806.an estimated accuracy of +/- 6 seconds.
 SC0806
 SC0806.The orthometric height was determined by differential leveling
 SC0806.and adjusted by the National Geodetic Survey in June 1991..
 SC0806.WARNING-Repeat measurements at this control monument indicate possible
 SC0806.vertical movement.
 SC0806
 SC0806.The geoid height was determined by GEOID03.
 SC0806
 SC0806.The dynamic height is computed by dividing the NAVD 88
 SC0806.geopotential number by the normal gravity value computed on the
 SC0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0806.degrees latitude (g = 980.6199 gals.).
 SC0806
 SC0806.The modeled gravity was interpolated from observed gravity values.
 SC0806
 SC0806;                    North         East    Units  Estimated Accuracy
 SC0806;SPC WA S     -   187,940.      239,010.      MT  (+/- 180 meters Scaled)
 SC0806
 SC0806                          SUPERSEDED SURVEY CONTROL
 SC0806
 SC0806  NGVD 29 (??/??/92)    2.694  (m)            8.84   (f) ADJ UNCH    1 1
 SC0806
 SC0806.Superseded values are not recommended for survey control.
 SC0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0806.See file dsdata.txt to determine how the superseded data were derived.
 SC0806
 SC0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT291025(NAD 83)
 SC0806_MARKER: DB = BENCH MARK DISK
 SC0806_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SC0806_SP_SET: HANGAR FOUNDATION
 SC0806_STAMPING: D 285 1947
 SC0806_MARK LOGO: CGS   
 SC0806_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0806+STABILITY: SURFACE MOTION
 SC0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0806+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1996
 SC0806
 SC0806  HISTORY     - Date     Condition        Report By
 SC0806  HISTORY     - 1947     MONUMENTED       CGS
 SC0806  HISTORY     - 1974     GOOD             NGS
 SC0806  HISTORY     - 19960815 GOOD             CHANCE
 SC0806
 SC0806                          STATION DESCRIPTION
 SC0806
 SC0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0806'2.35 MI SW FROM HOQUIAM.
 SC0806'ABOUT 0.95 MILE SOUTHWEST ALONG FIFTH STREET FROM THE JUNCTION WITH
 SC0806'EMERSON AVENUE AND U. S. HIGHWAY 101 (LINCOLN STREET) AT HOQUIAM,
 SC0806'THENCE ABOUT 1.4 MILES WEST ALONG AIRPORT ROAD, AT BOWERMAN AIRPORT,
 SC0806'SET IN TOP AND AT THE SOUTHEAST CORNER OF CONCRETE FOUNDATION FOR
 SC0806'HARBOR AIR SERVICE HANGAR (SHOP) BUILDING, 1.0 FOOT WEST OF THE
 SC0806'SOUTHEAST CORNER OF FOUNDATION, 0.7 FOOT SOUTHWEST OF THE SOUTHEAST
 SC0806'CORNER OF BUILDING, AND ABOUT 0.3 FOOT BELOW THE LEVEL OF ASPHALT
 SC0806'PARKING AREA.  SEC T17N, R 10W.  NOTE-- THIS IS A MARSHY FILLED IN
 SC0806'AREA.
 SC0806
 SC0806                          STATION RECOVERY (1996)
 SC0806
 SC0806'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SC0806'STATION IS LOCATED ABOUT 16 MILES (25.7 KM) WEST OF MONTESANO, 10
 SC0806'MILES (16.1 KM) EAST OF OCEAN SHORES, IN SOUTHWEST HOQUIAM, AT
 SC0806'BOWERMAN FIELD, BOB MEYER - AIRPORT MAINTENANCE, PHONE 360-533-6655
 SC0806'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 101 AND 5TH
 SC0806'STREET IN HOQUIAM, PROCEED SOUTHWEST THEN WEST ON 5TH ST -WHICH
 SC0806'BECOMES AIRPORT WAY- AS IT WINDS TOWARD THE AIRPORT A TOTAL OF 2.55 MI
 SC0806'(4.10 KM) TO THE AIRPORT ENTRANCE DRIVE, JUST EAST OF LANAS HANGAR
 SC0806'CAFE.  OBTAIN PERMISSION TO ENTER AIRPORT GROUNDS, TURN LEFT AND
 SC0806'PROCEED SOUTH THROUGH THE GATE, ONCE THROUGH THE GATE TURN RIGHT AND
 SC0806'PROCEED WEST ACROSS THE RAMP 0.05 MI (0.08 KM) TO THE STATION ON THE
 SC0806'RIGHT IN THE SOUTHEAST CORNER OF THE OLD HANGAR BUILDING  THE STATION
 SC0806'IS A STANDARD US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE
 SC0806'TOP OF THE FOUNDATION CONCRETE OF THE HANGAR BUILDING, SET FLUSH WITH
 SC0806'THE SURFACE.  THE STATION IS LOCATED 0.2 M (0.7 FT) SOUTHWEST OF THEW
 SC0806'SOUTHEAST CORNER OF THE HANGAR, 1.75 M (5.74 FT) SOUTHWEST OF THE
 SC0806'CENTER OF A DRAIN INLET, 1.2 M (3.9 FT) NORTHEAST OF A LIGHT POLE,
 SC0806'45.9 M (150.6 FT) NORTHEAST OF A RAILROAD SPIKE SET IN THE PAVEMENT
 SC0806'AND 45.7 M (149.9 FT) WEST OF THE SOUTHWEST FENCE CORNER AROUND -LANAS
 SC0806'HANGAR CAFE-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0652 ***********************************************************************
 SB0652  DESIGNATION -  D 286
 SB0652  PID         -  SB0652
 SB0652  STATE/COUNTY-  WA/YAKIMA
 SB0652  USGS QUAD   -  JUNGLE BUTTE (1970)
 SB0652
 SB0652                         *CURRENT SURVEY CONTROL
 SB0652  ___________________________________________________________________
 SB0652* NAD 83(1986)-  46 11 50.     (N)    121 17 21.     (W)     SCALED    
 SB0652* NAVD 88     -       815.706  (meters)    2676.20   (feet)  ADJUSTED  
 SB0652  ___________________________________________________________________
 SB0652  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 SB0652  DYNAMIC HT  -         815.588 (meters)    2675.81  (feet)  COMP
 SB0652  MODELED GRAV-     980,442.7   (mgal)                       NAVD 88
 SB0652
 SB0652  VERT ORDER  -  SECOND    CLASS 0
 SB0652
 SB0652.The horizontal coordinates were scaled from a topographic map and have
 SB0652.an estimated accuracy of +/- 6 seconds.
 SB0652
 SB0652.The orthometric height was determined by differential leveling
 SB0652.and adjusted by the National Geodetic Survey in June 1991..
 SB0652
 SB0652.The geoid height was determined by GEOID03.
 SB0652
 SB0652.The dynamic height is computed by dividing the NAVD 88
 SB0652.geopotential number by the normal gravity value computed on the
 SB0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0652.degrees latitude (g = 980.6199 gals.).
 SB0652
 SB0652.The modeled gravity was interpolated from observed gravity values.
 SB0652
 SB0652;                    North         East    Units  Estimated Accuracy
 SB0652;SPC WA S     -    96,330.      439,090.      MT  (+/- 180 meters Scaled)
 SB0652
 SB0652                          SUPERSEDED SURVEY CONTROL
 SB0652
 SB0652  NGVD 29 (??/??/92)  814.522  (m)         2672.31   (f) ADJ UNCH    2 0
 SB0652
 SB0652.Superseded values are not recommended for survey control.
 SB0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0652.See file dsdata.txt to determine how the superseded data were derived.
 SB0652
 SB0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS320173(NAD 83)
 SB0652_MARKER: DB = BENCH MARK DISK
 SB0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0652_STAMPING: D 286 1946
 SB0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0652+STABILITY: SURFACE MOTION
 SB0652
 SB0652  HISTORY     - Date     Condition        Report By
 SB0652  HISTORY     - 1946     MONUMENTED       CGS
 SB0652
 SB0652                          STATION DESCRIPTION
 SB0652
 SB0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0652'15.3 MI N FROM GLENWOOD.
 SB0652'0.1 MILE SOUTHEAST ALONG A OIL ROAD FROM THE SCHOOL AT GLENWOOD, 15.2
 SB0652'MILES NORTH ALONG THE MT. ADAMS ROAD, 1.1 MILE NORTH OF THE WOODEN
 SB0652'BRIDGE OVER CUNNINGHAM CREEK, ON THE TOP OF A SMALL HILL, 18.0 FEET
 SB0652'EAST OF THE CENTERLINE OF THE ROAD, 7.5 FEET NORTH OF A 18 INCH PINE
 SB0652'TREE, 2.5 FEET SOUTH OF A WHITE WOODEN REFERENCE POST, 1.0 FOOT LOWER
 SB0652'THAN ROAD LEVEL.  A STANDARD DISK SET IN TOP OF A CONCRETE POST WHICH
 SB0652'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0736 ***********************************************************************
 SB0736  DESIGNATION -  D 287
 SB0736  PID         -  SB0736
 SB0736  STATE/COUNTY-  WA/SKAMANIA
 SB0736  USGS QUAD   -  GREEN MOUNTAIN (1994)
 SB0736
 SB0736                         *CURRENT SURVEY CONTROL
 SB0736  ___________________________________________________________________
 SB0736* NAD 83(1986)-  46 17 14.     (N)    121 37 04.     (W)     SCALED    
 SB0736* NAVD 88     -      1300.950  (meters)    4268.20   (feet)  ADJUSTED  
 SB0736  ___________________________________________________________________
 SB0736  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 SB0736  DYNAMIC HT  -        1300.698 (meters)    4267.37  (feet)  COMP
 SB0736  MODELED GRAV-     980,374.7   (mgal)                       NAVD 88
 SB0736
 SB0736  VERT ORDER  -  SECOND    CLASS 0
 SB0736
 SB0736.The horizontal coordinates were scaled from a topographic map and have
 SB0736.an estimated accuracy of +/- 6 seconds.
 SB0736
 SB0736.The orthometric height was determined by differential leveling
 SB0736.and adjusted by the National Geodetic Survey in June 1991..
 SB0736
 SB0736.The geoid height was determined by GEOID03.
 SB0736
 SB0736.The dynamic height is computed by dividing the NAVD 88
 SB0736.geopotential number by the normal gravity value computed on the
 SB0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0736.degrees latitude (g = 980.6199 gals.).
 SB0736
 SB0736.The modeled gravity was interpolated from observed gravity values.
 SB0736
 SB0736;                    North         East    Units  Estimated Accuracy
 SB0736;SPC WA S     -   106,640.      413,870.      MT  (+/- 180 meters Scaled)
 SB0736
 SB0736                          SUPERSEDED SURVEY CONTROL
 SB0736
 SB0736  NGVD 29 (??/??/92) 1299.743  (m)         4264.24   (f) ADJ UNCH    2 0
 SB0736
 SB0736.Superseded values are not recommended for survey control.
 SB0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0736.See file dsdata.txt to determine how the superseded data were derived.
 SB0736
 SB0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS064268(NAD 83)
 SB0736_MARKER: DB = BENCH MARK DISK
 SB0736_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0736_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0736_STAMPING: D 287 1946
 SB0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0736
 SB0736  HISTORY     - Date     Condition        Report By
 SB0736  HISTORY     - 1946     MONUMENTED       CGS
 SB0736  HISTORY     - 1968     GOOD             NGS
 SB0736
 SB0736                          STATION DESCRIPTION
 SB0736
 SB0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SB0736'29.9 MI SE FROM RANDLE.
 SB0736'THE MARK IS IN SEC 1, T9N, R 9E, 0.15 MILE SOUTH ALONG ROAD 1007 FROM
 SB0736'OLOLLIE LAKE FOREST CAMP ENTRANCE SIGN.  42 FEET SOUTHEAST OF MIDDLE
 SB0736'ONE OF THREE ROADS INTO A SMALL CAMPING AREA, 32 FEET NORTHWEST OF THE
 SB0736'SOUTHERN ONE OF THREE ROADS 13 FEET NORTHEAST OF THE CENTER OF ROAD
 SB0736'1007.  A STANDARD DISK ON A 3 1/2 INCH PIPE WHICH PROJECTS 2 INCHES.
 SB0736'NOTE-- WHEN THE ROAD IS REBUILT, THIS MARK WILL VERY LIKELY BE
 SB0736'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0737 ***********************************************************************
 SB0737  DESIGNATION -  D 287 RESET 1968
 SB0737  PID         -  SB0737
 SB0737  STATE/COUNTY-  WA/SKAMANIA
 SB0737  USGS QUAD   -  GREEN MOUNTAIN (1994)
 SB0737
 SB0737                         *CURRENT SURVEY CONTROL
 SB0737  ___________________________________________________________________
 SB0737* NAD 83(1986)-  46 17 14.     (N)    121 37 04.     (W)     SCALED    
 SB0737* NAVD 88     -      1301.54   (meters)    4270.1    (feet)  RESET     
 SB0737  ___________________________________________________________________
 SB0737  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 SB0737
 SB0737  VERT ORDER  -  THIRD
 SB0737
 SB0737.The horizontal coordinates were scaled from a topographic map and have
 SB0737.an estimated accuracy of +/- 6 seconds.
 SB0737
 SB0737.The orthometric height was computed from unverified reset data.
 SB0737.No vertical observational check was made to the station.
 SB0737
 SB0737.The geoid height was determined by GEOID03.
 SB0737
 SB0737;                    North         East    Units  Estimated Accuracy
 SB0737;SPC WA S     -   106,640.      413,870.      MT  (+/- 180 meters Scaled)
 SB0737
 SB0737                          SUPERSEDED SURVEY CONTROL
 SB0737
 SB0737  NGVD 29 (??/??/??) 1300.33   (m)         4266.2    (f) RESET       3  
 SB0737
 SB0737.Superseded values are not recommended for survey control.
 SB0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0737.See file dsdata.txt to determine how the superseded data were derived.
 SB0737
 SB0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS064268(NAD 83)
 SB0737_MARKER: DB = BENCH MARK DISK
 SB0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0737_STAMPING: D 287 RESET 1968
 SB0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0737+STABILITY: SURFACE MOTION
 SB0737
 SB0737  HISTORY     - Date     Condition        Report By
 SB0737  HISTORY     - 1968     MONUMENTED       CGS
 SB0737
 SB0737                          STATION DESCRIPTION
 SB0737
 SB0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SB0737'29.9 MI SE FROM RANDLE.
 SB0737'THE MARK IS IN SECTION 1, T 9N, R9E, 0.15 MILE SOUTH ALONG ROAD 1007
 SB0737'FROM OLOLLIE LAKE FOREST CAMP ENTRANCE SIGN, AT A SMALL CAMPING AREA
 SB0737'WITH THREE ENTRANCE ROADS.  THE MARK IS ON THE NORTHWESTERN SLOPE OF
 SB0737'THE HILL ON THE SOUTHERN SIDE OF THE CAMPING AREA, 76 FEET NORTHEAST
 SB0737'OF THE CENTERLINE OF ROAD 1007, 21 FEET SOUTHEAST OF THE SOUTHERN ONE
 SB0737'OF THE THREE ENTRANCE ROADS TO THE SMALL CAMPING AREA AND 4 FEET
 SB0737'HIGHER THAN THE ENTRANCE ROAD.  THE MARK IS A STANDARD DISK SET IN A
 SB0737'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  NOTE-- ROCKS WERE USED
 SB0737'FOR CONCRETE FORMBOARDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0448 ***********************************************************************
 TP0448  DESIGNATION -  D 29
 TP0448  PID         -  TP0448
 TP0448  STATE/COUNTY-  WA/OKANOGAN
 TP0448  USGS QUAD   -  OMAK LAKE (1980)
 TP0448
 TP0448                         *CURRENT SURVEY CONTROL
 TP0448  ___________________________________________________________________
 TP0448* NAD 83(1986)-  48 18 28.     (N)    119 26 34.     (W)     SCALED    
 TP0448* NAVD 88     -       414.924  (meters)    1361.30   (feet)  ADJUSTED  
 TP0448  ___________________________________________________________________
 TP0448  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 TP0448  DYNAMIC HT  -         414.979 (meters)    1361.48  (feet)  COMP
 TP0448  MODELED GRAV-     980,734.1   (mgal)                       NAVD 88
 TP0448
 TP0448  VERT ORDER  -  FIRST     CLASS II
 TP0448
 TP0448.The horizontal coordinates were scaled from a topographic map and have
 TP0448.an estimated accuracy of +/- 6 seconds.
 TP0448
 TP0448.The orthometric height was determined by differential leveling
 TP0448.and adjusted by the National Geodetic Survey in June 1991..
 TP0448
 TP0448.The geoid height was determined by GEOID03.
 TP0448
 TP0448.The dynamic height is computed by dividing the NAVD 88
 TP0448.geopotential number by the normal gravity value computed on the
 TP0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0448.degrees latitude (g = 980.6199 gals.).
 TP0448
 TP0448.The modeled gravity was interpolated from observed gravity values.
 TP0448
 TP0448;                    North         East    Units  Estimated Accuracy
 TP0448;SPC WA N     -   146,340.      603,140.      MT  (+/- 180 meters Scaled)
 TP0448
 TP0448                          SUPERSEDED SURVEY CONTROL
 TP0448
 TP0448  NGVD 29 (??/??/92)  413.657  (m)         1357.14   (f) ADJ UNCH    1 2
 TP0448
 TP0448.Superseded values are not recommended for survey control.
 TP0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0448.See file dsdata.txt to determine how the superseded data were derived.
 TP0448
 TP0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP188533(NAD 83)
 TP0448_MARKER: DB = BENCH MARK DISK
 TP0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0448_STAMPING: D 29 1933
 TP0448_MARK LOGO: CGS   
 TP0448_PROJECTION: PROJECTING 13 CENTIMETERS
 TP0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0448+STABILITY: SURFACE MOTION
 TP0448
 TP0448  HISTORY     - Date     Condition        Report By
 TP0448  HISTORY     - 1933     MONUMENTED       CGS
 TP0448  HISTORY     - 1951     GOOD             USGS
 TP0448  HISTORY     - 1975     GOOD             USGS
 TP0448  HISTORY     - 1981     GOOD             NGS
 TP0448
 TP0448                          STATION DESCRIPTION
 TP0448
 TP0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0448'8.5 MI SE FROM OMAK.
 TP0448'30 FEET SOUTH OF CENTER LINE OF OMAK-NESPELEM ROAD.  65 FEET EAST OF
 TP0448'GALVANIZED PIPE CULVERT.  2 FEET ABOVE THE ROAD LEVEL.
 TP0448
 TP0448                          STATION RECOVERY (1951)
 TP0448
 TP0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 TP0448'8.5 MI SE FROM OMAK LAKE.
 TP0448'ABOUT 8.5 MILES SOUTHEAST ALONG THE NOSPELEM ROAD FROM THE CITY
 TP0448'PARK AT OMAK, OKANOGAN COUNTY, 65 FEET SOUTHEAST OF A GALVANIZED
 TP0448'IRON PIPE CULVERT, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 TP0448'ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK
 TP0448'STAMPED D 29 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TP0448'ABOUT 8 INCHES ABOVE THE GROUND.
 TP0448
 TP0448                          STATION RECOVERY (1975)
 TP0448
 TP0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP0448'OMAK, E. 0.8 MI ALONG HWY. 155 FROM JCT. AT OVERPASS WITH U.S. 97 TO
 TP0448'T-RD., TURN RIGHT (S.), 7.5 MI NEAR THE NW. END OF OMAK LAKE, ABOUT
 TP0448'600 FT SE. OF DRAIN AT BASE OF SMALL RISE, 24 FT SW. AND LEVEL WITH
 TP0448'RD. SET IN TOP OF CONCRETE POST PROJECTING 0.3 FT. STANDARD DISK
 TP0448'STAMPED D 29 1933.
 TP0448
 TP0448                          STATION RECOVERY (1981)
 TP0448
 TP0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0448'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 155 FROM THE CROSSING OF THE
 TP0448'BURLINGTON NORTHERN RAILROAD IN OMAK, THENCE 11.9 KM (7.4 MI) SOUTH
 TP0448'ALONG OMAK LAKE ROAD, AT THE NORTHWEST END OF A SHORT ROAD CUT AND A
 TP0448'SLIGHT CURVE, 1.1 KM (0.7 MI) SOUTHEAST OF THE JUNCTION OF A DIRT ROAD
 TP0448'LEADING TO THE NORTH END OF OMAK LAKE, 7 METERS (23 FT) SOUTHWEST OF
 TP0448'THE CENTERLINE OF THE ROAD, 22.5 METERS (74 FT) NORTHEAST OF THE
 TP0448'RIGHT-OF-WAY FENCE.
 TP0448'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 TP0448'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0710 ***********************************************************************
 SB0710  DESIGNATION -  D 290
 SB0710  PID         -  SB0710
 SB0710  STATE/COUNTY-  WA/SKAMANIA
 SB0710  USGS QUAD   -  LONE BUTTE (1965)
 SB0710
 SB0710                         *CURRENT SURVEY CONTROL
 SB0710  ___________________________________________________________________
 SB0710* NAD 83(1986)-  46 05 47.     (N)    121 46 12.     (W)     SCALED    
 SB0710* NAVD 88     -      1274.301  (meters)    4180.77   (feet)  ADJUSTED  
 SB0710  ___________________________________________________________________
 SB0710  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 SB0710  DYNAMIC HT  -        1274.044 (meters)    4179.93  (feet)  COMP
 SB0710  MODELED GRAV-     980,367.9   (mgal)                       NAVD 88
 SB0710
 SB0710  VERT ORDER  -  SECOND    CLASS 0
 SB0710
 SB0710.The horizontal coordinates were scaled from a topographic map and have
 SB0710.an estimated accuracy of +/- 6 seconds.
 SB0710
 SB0710.The orthometric height was determined by differential leveling
 SB0710.and adjusted by the National Geodetic Survey in June 1991..
 SB0710
 SB0710.The geoid height was determined by GEOID03.
 SB0710
 SB0710.The dynamic height is computed by dividing the NAVD 88
 SB0710.geopotential number by the normal gravity value computed on the
 SB0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0710.degrees latitude (g = 980.6199 gals.).
 SB0710
 SB0710.The modeled gravity was interpolated from observed gravity values.
 SB0710
 SB0710;                    North         East    Units  Estimated Accuracy
 SB0710;SPC WA S     -    85,600.      401,800.      MT  (+/- 180 meters Scaled)
 SB0710
 SB0710                          SUPERSEDED SURVEY CONTROL
 SB0710
 SB0710  NGVD 29 (??/??/92) 1273.120  (m)         4176.89   (f) ADJ UNCH    2 0
 SB0710
 SB0710.Superseded values are not recommended for survey control.
 SB0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0710.See file dsdata.txt to determine how the superseded data were derived.
 SB0710
 SB0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES950054(NAD 83)
 SB0710_MARKER: DB = BENCH MARK DISK
 SB0710_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0710_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0710_STAMPING: D 290 1946
 SB0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0710
 SB0710  HISTORY     - Date     Condition        Report By
 SB0710  HISTORY     - 1946     MONUMENTED       CGS
 SB0710  HISTORY     - 1968     GOOD             NGS
 SB0710
 SB0710                          STATION DESCRIPTION
 SB0710
 SB0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SB0710'12.85 MI NNW FROM PETERSON PRAIRIE FOREST CAMP.
 SB0710'MARK IS IN SEC 14, T 7N, R 8E, AT A T INTERSECTION.  MARK IS 0.3 MILE
 SB0710'SOUTH OF ROAD N 73, 31 FEET NORTH OF THE CENTER OF A CROOKED DIRT ROAD
 SB0710'GOING WEST, ON THE NORTHERN SLOPE OF A HILL, 18 FEET WEST OF THE
 SB0710'CENTER OF ROAD 123, 6 INCHES SOUTH OF A METAL WITNESS POST, 6 INCHES
 SB0710'HIGHER THAN THE ROAD.  A STANDARD DISK ON A 3 1/2-INCH PIPE WHICH
 SB0710'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0852 ***********************************************************************
 SB0852  DESIGNATION -  D 291
 SB0852  PID         -  SB0852
 SB0852  STATE/COUNTY-  WA/PIERCE
 SB0852  USGS QUAD   -  CHINOOK PASS (1987)
 SB0852
 SB0852                         *CURRENT SURVEY CONTROL
 SB0852  ___________________________________________________________________
 SB0852* NAD 83(1986)-  46 47 57.     (N)    121 33 20.     (W)     SCALED    
 SB0852* NAVD 88     -       722.201  (meters)    2369.42   (feet)  ADJUSTED  
 SB0852  ___________________________________________________________________
 SB0852  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 SB0852  DYNAMIC HT  -         722.136 (meters)    2369.21  (feet)  COMP
 SB0852  MODELED GRAV-     980,502.0   (mgal)                       NAVD 88
 SB0852
 SB0852  VERT ORDER  -  SECOND    CLASS 0
 SB0852
 SB0852.The horizontal coordinates were scaled from a topographic map and have
 SB0852.an estimated accuracy of +/- 6 seconds.
 SB0852
 SB0852.The orthometric height was determined by differential leveling
 SB0852.and adjusted by the National Geodetic Survey in June 1991..
 SB0852
 SB0852.The geoid height was determined by GEOID03.
 SB0852
 SB0852.The dynamic height is computed by dividing the NAVD 88
 SB0852.geopotential number by the normal gravity value computed on the
 SB0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0852.degrees latitude (g = 980.6199 gals.).
 SB0852
 SB0852.The modeled gravity was interpolated from observed gravity values.
 SB0852
 SB0852;                    North         East    Units  Estimated Accuracy
 SB0852;SPC WA S     -   163,470.      419,430.      MT  (+/- 180 meters Scaled)
 SB0852
 SB0852                          SUPERSEDED SURVEY CONTROL
 SB0852
 SB0852  NGVD 29 (??/??/92)  721.032  (m)         2365.59   (f) ADJ UNCH    2 0
 SB0852
 SB0852.Superseded values are not recommended for survey control.
 SB0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0852.See file dsdata.txt to determine how the superseded data were derived.
 SB0852
 SB0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS102838(NAD 83)
 SB0852_MARKER: DB = BENCH MARK DISK
 SB0852_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0852_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0852_STAMPING: D 291 1946
 SB0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0852
 SB0852  HISTORY     - Date     Condition        Report By
 SB0852  HISTORY     - 1946     MONUMENTED       CGS
 SB0852  HISTORY     - 1971     MARK NOT FOUND   USGS
 SB0852
 SB0852                          STATION DESCRIPTION
 SB0852
 SB0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0852'16.2 MI NE FROM PACKWOOD.
 SB0852'16.2 MILES NORTHEAST ALONG STATE HIGHWAY NO. 5 FROM THE GRADE SCHOOL
 SB0852'AT PACKWOOD, ABOUT 0.9 MILE NORTH OF THE LARGE WOODEN BRIDGE OVER
 SB0852'PANTHER CREEK, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 9 FEET
 SB0852'WEST OF A 10-INCH FIR TREE, 1.4 FEET NORTH OF A WHITE WOODEN REFERENCE
 SB0852'POST, ABOUT THE SAME LEVEL AS THE SURFACE OF THE ROAD AND PROJECTS 0.2
 SB0852'FOOT ABOVE THE IMMEDIATE GROUND LEVEL.
 SB0852
 SB0852                          STATION RECOVERY (1971)
 SB0852
 SB0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SB0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0727 ***********************************************************************
 SX0727  DESIGNATION -  D 292
 SX0727  PID         -  SX0727
 SX0727  STATE/COUNTY-  WA/KING
 SX0727  USGS QUAD   -  LESTER (1989)
 SX0727
 SX0727                         *CURRENT SURVEY CONTROL
 SX0727  ___________________________________________________________________
 SX0727* NAD 83(1986)-  47 09 47.     (N)    121 23 23.     (W)     SCALED    
 SX0727* NAVD 88     -       726.894  (meters)    2384.82   (feet)  ADJUSTED  
 SX0727  ___________________________________________________________________
 SX0727  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SX0727  DYNAMIC HT  -         726.853 (meters)    2384.68  (feet)  COMP
 SX0727  MODELED GRAV-     980,533.9   (mgal)                       NAVD 88
 SX0727
 SX0727  VERT ORDER  -  SECOND    CLASS 0
 SX0727
 SX0727.The horizontal coordinates were scaled from a topographic map and have
 SX0727.an estimated accuracy of +/- 6 seconds.
 SX0727
 SX0727.The orthometric height was determined by differential leveling
 SX0727.and adjusted by the National Geodetic Survey in June 1991..
 SX0727
 SX0727.The geoid height was determined by GEOID03.
 SX0727
 SX0727.The dynamic height is computed by dividing the NAVD 88
 SX0727.geopotential number by the normal gravity value computed on the
 SX0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0727.degrees latitude (g = 980.6199 gals.).
 SX0727
 SX0727.The modeled gravity was interpolated from observed gravity values.
 SX0727
 SX0727;                    North         East    Units  Estimated Accuracy
 SX0727;SPC WA N     -    18,280.      457,810.      MT  (+/- 180 meters Scaled)
 SX0727
 SX0727                          SUPERSEDED SURVEY CONTROL
 SX0727
 SX0727  NGVD 29 (??/??/92)  725.706  (m)         2380.92   (f) ADJ UNCH    2 0
 SX0727
 SX0727.Superseded values are not recommended for survey control.
 SX0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0727.See file dsdata.txt to determine how the superseded data were derived.
 SX0727
 SX0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT220245(NAD 83)
 SX0727_MARKER: DB = BENCH MARK DISK
 SX0727_SETTING: 66 = SET IN ROCK OUTCROP
 SX0727_SP_SET: ROCK OUTCROP
 SX0727_STAMPING: D 292 1946
 SX0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0727+STABILITY: POSITION/ELEVATION WELL
 SX0727
 SX0727  HISTORY     - Date     Condition        Report By
 SX0727  HISTORY     - 1946     MONUMENTED       CGS
 SX0727
 SX0727                          STATION DESCRIPTION
 SX0727
 SX0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SX0727'8.7 MI SW FROM LESTER.
 SX0727'3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0727'STATION AT LESTER, THENCE 5.4 MILES SOUTHWEST ALONG THE NACHES FOREST
 SX0727'SERVICE ROAD, ABOUT 0.25 MILE NORTH OF THE WOODEN BRIDGE OVER TWIN
 SX0727'CAMP CREEK, AT A ROCK CUT, 14 FEET EAST OF THE CENTER LINE OF THE
 SX0727'ROAD, SET IN TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE
 SX0727'THE GROUND LEVEL AND ABOUT 4 FEET HIGHER THAN THE SURFACE OF THE ROAD.
 SX0727'A LARGE WHITE ARROW PAINTED ON THE WEST FACE OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0621 ***********************************************************************
 SB0621  DESIGNATION -  D 293
 SB0621  PID         -  SB0621
 SB0621  STATE/COUNTY-  WA/YAKIMA
 SB0621  USGS QUAD   -  NORSE PEAK (1988)
 SB0621
 SB0621                         *CURRENT SURVEY CONTROL
 SB0621  ___________________________________________________________________
 SB0621* NAD 83(1986)-  46 53 49.     (N)    121 27 00.     (W)     SCALED    
 SB0621* NAVD 88     -      1318.019  (meters)    4324.20   (feet)  POSTED    
 SB0621  ___________________________________________________________________
 SB0621  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SB0621  DYNAMIC HT  -        1317.810 (meters)    4323.52  (feet)  COMP
 SB0621  MODELED GRAV-     980,407.3   (mgal)                       NAVD 88
 SB0621
 SB0621  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0621
 SB0621.The horizontal coordinates were scaled from a topographic map and have
 SB0621.an estimated accuracy of +/- 6 seconds.
 SB0621
 SB0621.The orthometric height was determined by differential leveling
 SB0621.and adjusted by the National Geodetic Survey in 1992..
 SB0621.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0621.rate of 1.1 thru 2.0 mm/km.
 SB0621
 SB0621.The geoid height was determined by GEOID03.
 SB0621
 SB0621.The dynamic height is computed by dividing the NAVD 88
 SB0621.geopotential number by the normal gravity value computed on the
 SB0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0621.degrees latitude (g = 980.6199 gals.).
 SB0621
 SB0621.The modeled gravity was interpolated from observed gravity values.
 SB0621
 SB0621;                    North         East    Units  Estimated Accuracy
 SB0621;SPC WA S     -   174,230.      427,620.      MT  (+/- 180 meters Scaled)
 SB0621
 SB0621                          SUPERSEDED SURVEY CONTROL
 SB0621
 SB0621  NGVD 29 (??/??/92) 1316.769  (m)         4320.10   (f) ADJ UNCH    2 0
 SB0621
 SB0621.Superseded values are not recommended for survey control.
 SB0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0621.See file dsdata.txt to determine how the superseded data were derived.
 SB0621
 SB0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS180948(NAD 83)
 SB0621_MARKER: DB = BENCH MARK DISK
 SB0621_SETTING: 66 = SET IN ROCK OUTCROP
 SB0621_SP_SET: ROCK CLIFF
 SB0621_STAMPING: D 293 1946
 SB0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0621+STABILITY: POSITION/ELEVATION WELL
 SB0621
 SB0621  HISTORY     - Date     Condition        Report By
 SB0621  HISTORY     - 1946     MONUMENTED       CGS
 SB0621  HISTORY     - 1961     GOOD             NGS
 SB0621  HISTORY     - 1987     GOOD             USPSQD
 SB0621  HISTORY     - 1989     GOOD             USPSQD
 SB0621
 SB0621                          STATION DESCRIPTION
 SB0621
 SB0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0621'30.8 MI NE FROM PACKWOOD.
 SB0621'FROM THE GRADE SCHOOL AT PACKWOOD GO NORTHEAST ON STATE HIGHWAY 5 FOR
 SB0621'23.3 MILES, THENCE RIGHT, NORTHEAST, ON U.S. HIGHWAY 410 FOR 7.5
 SB0621'MILES, 19 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 SB0621'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CLIFF WHICH IS ABOUT 15
 SB0621'FEET HIGH, ABOUT 3.5 FEET HIGHER THAN THE SURFACE OF THE HIGHWAY.  A
 SB0621'LARGE BM WAS PAINTED NEAR THE BENCH MARK DISK.
 SB0621
 SB0621                          STATION RECOVERY (1987)
 SB0621
 SB0621'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SB0621'RECOVERED IN GOOD CONDITION.
 SB0621
 SB0621                          STATION RECOVERY (1989)
 SB0621
 SB0621'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0013 ***********************************************************************
 SD0013  DESIGNATION -  D 295
 SD0013  PID         -  SD0013
 SD0013  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0013  USGS QUAD   -  GRAYLAND (1994)
 SD0013
 SD0013                         *CURRENT SURVEY CONTROL
 SD0013  ___________________________________________________________________
 SD0013* NAD 83(1986)-  46 52 11.     (N)    124 03 11.     (W)     SCALED    
 SD0013* NAVD 88     -        12.997  (meters)      42.64   (feet)  ADJUSTED  
 SD0013  ___________________________________________________________________
 SD0013  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SD0013  DYNAMIC HT  -          12.999 (meters)      42.65  (feet)  COMP
 SD0013  MODELED GRAV-     980,750.3   (mgal)                       NAVD 88
 SD0013
 SD0013  VERT ORDER  -  FIRST     CLASS II
 SD0013
 SD0013.The horizontal coordinates were scaled from a topographic map and have
 SD0013.an estimated accuracy of +/- 6 seconds.
 SD0013
 SD0013.The orthometric height was determined by differential leveling
 SD0013.and adjusted by the National Geodetic Survey in June 1991..
 SD0013
 SD0013.The geoid height was determined by GEOID03.
 SD0013
 SD0013.The dynamic height is computed by dividing the NAVD 88
 SD0013.geopotential number by the normal gravity value computed on the
 SD0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0013.degrees latitude (g = 980.6199 gals.).
 SD0013
 SD0013.The modeled gravity was interpolated from observed gravity values.
 SD0013
 SD0013;                    North         East    Units  Estimated Accuracy
 SD0013;SPC WA S     -   176,870.      229,220.      MT  (+/- 180 meters Scaled)
 SD0013
 SD0013                          SUPERSEDED SURVEY CONTROL
 SD0013
 SD0013  NGVD 29 (??/??/92)   12.001  (m)           39.37   (f) ADJ UNCH    1 2
 SD0013
 SD0013.Superseded values are not recommended for survey control.
 SD0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0013.See file dsdata.txt to determine how the superseded data were derived.
 SD0013
 SD0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS197912(NAD 83)
 SD0013_MARKER: DB = BENCH MARK DISK
 SD0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0013_STAMPING: D 295 1947
 SD0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0013+STABILITY: SURFACE MOTION
 SD0013
 SD0013  HISTORY     - Date     Condition        Report By
 SD0013  HISTORY     - 1947     MONUMENTED       CGS
 SD0013  HISTORY     - 1968     GOOD             NGS
 SD0013
 SD0013                          STATION DESCRIPTION
 SD0013
 SD0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SD0013'4.8 MI SE FROM WESTPORT.
 SD0013'2.4 MILES SOUTH ALONG MONTESANO AVENUE FROM THE POST OFFICE AT
 SD0013'WESTPORT, THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 105, IN R11W T16N,
 SD0013'SECTION 16, ON THE INSIDE OF A LONG CURVE, 700 FEET SOUTHWEST OF THE
 SD0013'JUNCTION OF A SHORT DIRT ROAD EAST, 31 FEET NORTHWEST OF THE CENTER
 SD0013'LINE OF THE HIGHWAY, 97 FEET NORTH AND ACROSS THE HIGHWAY FROM POWER
 SD0013'POLE 14-2, 10 FEET SOUTH OF TELEPHONE POLE 535 WITH A GUY WIRE, 8.8
 SD0013'FEET WEST OF A GUY WIRE BASE FOR A TELEPHONE POLE, 1.0 FOOT SOUTHWEST
 SD0013'OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND SET IN
 SD0013'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0586 ***********************************************************************
 SB0586  DESIGNATION -  D 295
 SB0586  PID         -  SB0586
 SB0586  STATE/COUNTY-  WA/YAKIMA
 SB0586  USGS QUAD   -  NILE (1987)
 SB0586
 SB0586                         *CURRENT SURVEY CONTROL
 SB0586  ___________________________________________________________________
 SB0586* NAD 83(1986)-  46 49 57.     (N)    120 56 19.     (W)     SCALED    
 SB0586* NAVD 88     -       611.819  (meters)    2007.28   (feet)  POSTED    
 SB0586  ___________________________________________________________________
 SB0586  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SB0586  DYNAMIC HT  -         611.790 (meters)    2007.18  (feet)  COMP
 SB0586  MODELED GRAV-     980,548.7   (mgal)                       NAVD 88
 SB0586
 SB0586  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0586
 SB0586.The horizontal coordinates were scaled from a topographic map and have
 SB0586.an estimated accuracy of +/- 6 seconds.
 SB0586
 SB0586.The orthometric height was determined by differential leveling
 SB0586.and adjusted by the National Geodetic Survey in 1992..
 SB0586.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0586.rate of 1.1 thru 2.0 mm/km.
 SB0586
 SB0586.The geoid height was determined by GEOID03.
 SB0586
 SB0586.The dynamic height is computed by dividing the NAVD 88
 SB0586.geopotential number by the normal gravity value computed on the
 SB0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0586.degrees latitude (g = 980.6199 gals.).
 SB0586
 SB0586.The modeled gravity was interpolated from observed gravity values.
 SB0586
 SB0586;                    North         East    Units  Estimated Accuracy
 SB0586;SPC WA S     -   166,730.      466,540.      MT  (+/- 180 meters Scaled)
 SB0586
 SB0586                          SUPERSEDED SURVEY CONTROL
 SB0586
 SB0586  NGVD 29 (??/??/92)  610.671  (m)         2003.51   (f) ADJ UNCH    2 0
 SB0586
 SB0586.Superseded values are not recommended for survey control.
 SB0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0586.See file dsdata.txt to determine how the superseded data were derived.
 SB0586
 SB0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS572886(NAD 83)
 SB0586_MARKER: DB = BENCH MARK DISK
 SB0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0586_SP_SET: CULVERT
 SB0586_STAMPING: D 295 1946
 SB0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0586
 SB0586  HISTORY     - Date     Condition        Report By
 SB0586  HISTORY     - 1946     MONUMENTED       CGS
 SB0586  HISTORY     - 1961     GOOD             NGS
 SB0586  HISTORY     - 19900328 MARK NOT FOUND   NGS
 SB0586
 SB0586                          STATION DESCRIPTION
 SB0586
 SB0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0586'14.2 MI NW FROM NACHES.
 SB0586'FROM THE INTERSECTION OF ALLAN STREET AND STATE HIGHWAY 410 IN NACHES,
 SB0586'GO NORTHWEST ON STATE HIGHWAY 410 FOR 14.2 MILES TO A 6- BY 6- FOOT
 SB0586'BOX CULVERT, SET IN TOP OF THE NORTHEAST HEADWALL OF THIS CONCRETE
 SB0586'CULVERT, ABOUT 1-FOOT LOWER THAN THE SURFACE OF THE HIGHWAY.
 SB0586
 SB0586                          STATION RECOVERY (1990)
 SB0586
 SB0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SB0586'ROAD CONSTRUCTION N THE AREA MAY HAVE DESTROYED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0323 ***********************************************************************
 SY0323  DESIGNATION -  D 296
 SY0323  PID         -  SY0323
 SY0323  STATE/COUNTY-  WA/KING
 SY0323  USGS QUAD   -  
 SY0323
 SY0323                         *CURRENT SURVEY CONTROL
 SY0323  ___________________________________________________________________
 SY0323* NAD 83(1986)-  47 42 17.     (N)    122 21 18.     (W)     SCALED    
 SY0323* NAVD 88     -       112.908  (meters)     370.43   (feet)  ADJUSTED  
 SY0323  ___________________________________________________________________
 SY0323  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY0323  DYNAMIC HT  -         112.921 (meters)     370.48  (feet)  COMP
 SY0323  MODELED GRAV-     980,726.6   (mgal)                       NAVD 88
 SY0323
 SY0323  VERT ORDER  -  FIRST     CLASS II
 SY0323
 SY0323.The horizontal coordinates were scaled from a topographic map and have
 SY0323.an estimated accuracy of +/- 6 seconds.
 SY0323
 SY0323.The orthometric height was determined by differential leveling
 SY0323.and adjusted by the National Geodetic Survey in June 1991..
 SY0323.WARNING-Repeat measurements at this control monument indicate possible
 SY0323.vertical movement.
 SY0323
 SY0323.The geoid height was determined by GEOID03.
 SY0323
 SY0323.The dynamic height is computed by dividing the NAVD 88
 SY0323.geopotential number by the normal gravity value computed on the
 SY0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0323.degrees latitude (g = 980.6199 gals.).
 SY0323
 SY0323.The modeled gravity was interpolated from observed gravity values.
 SY0323
 SY0323;                    North         East    Units  Estimated Accuracy
 SY0323;SPC WA N     -    79,480.      385,810.      MT  (+/- 180 meters Scaled)
 SY0323
 SY0323                          SUPERSEDED SURVEY CONTROL
 SY0323
 SY0323  NGVD 29 (??/??/??)  111.818  (m)          366.86   (f) ADJUSTED    1 2
 SY0323
 SY0323.Superseded values are not recommended for survey control.
 SY0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0323.See file dsdata.txt to determine how the superseded data were derived.
 SY0323
 SY0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET483836(NAD 83)
 SY0323_MARKER: DB = BENCH MARK DISK
 SY0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0323_STAMPING: D 296 1947
 SY0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0323+STABILITY: SURFACE MOTION
 SY0323
 SY0323  HISTORY     - Date     Condition        Report By
 SY0323  HISTORY     - 1947     MONUMENTED       CGS
 SY0323  HISTORY     - 1965     GOOD             CGS
 SY0323  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY0323
 SY0323                          STATION DESCRIPTION
 SY0323
 SY0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0323'IN SEATTLE.
 SY0323'AT SEATTLE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF HOLMAN ROAD
 SY0323'N. GREENWOOD AVENUE N., AND N. 105TH STREET, 37 FEET EAST OF THE
 SY0323'CENTER LINE OF THE AVENUE, 27.8 FEET SOUTH OF THE CENTER LINE OF THE
 SY0323'STREET, 70 FEET NORTH OF A FIRE HYDRANT, 1 1/2 FEET NORTHEAST OF A
 SY0323'POWER POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 SY0323'ABOVE THE SURFACE OF THE SIDEWALK.  NOTE-- THE POST IS CHIPPED ON THE
 SY0323'NORTHWEST SIDE BUT STILL SOLID.
 SY0323
 SY0323                          STATION RECOVERY (2001)
 SY0323
 SY0323'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0324 ***********************************************************************
 SY0324  DESIGNATION -  D 296 RESET 1971
 SY0324  PID         -  SY0324
 SY0324  STATE/COUNTY-  WA/KING
 SY0324  USGS QUAD   -  
 SY0324
 SY0324                         *CURRENT SURVEY CONTROL
 SY0324  ___________________________________________________________________
 SY0324* NAD 83(1986)-  47 42 16.     (N)    122 21 18.     (W)     SCALED    
 SY0324* NAVD 88     -       112.531  (meters)     369.20   (feet)  ADJUSTED  
 SY0324  ___________________________________________________________________
 SY0324  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY0324  DYNAMIC HT  -         112.544 (meters)     369.24  (feet)  COMP
 SY0324  MODELED GRAV-     980,726.6   (mgal)                       NAVD 88
 SY0324
 SY0324  VERT ORDER  -  FIRST     CLASS I
 SY0324
 SY0324.The horizontal coordinates were scaled from a topographic map and have
 SY0324.an estimated accuracy of +/- 6 seconds.
 SY0324
 SY0324.The orthometric height was determined by differential leveling
 SY0324.and adjusted by the National Geodetic Survey in June 1991..
 SY0324
 SY0324.The geoid height was determined by GEOID03.
 SY0324
 SY0324.The dynamic height is computed by dividing the NAVD 88
 SY0324.geopotential number by the normal gravity value computed on the
 SY0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0324.degrees latitude (g = 980.6199 gals.).
 SY0324
 SY0324.The modeled gravity was interpolated from observed gravity values.
 SY0324
 SY0324;                    North         East    Units  Estimated Accuracy
 SY0324;SPC WA N     -    79,450.      385,810.      MT  (+/- 180 meters Scaled)
 SY0324
 SY0324                          SUPERSEDED SURVEY CONTROL
 SY0324
 SY0324  NGVD 29 (??/??/??)  111.441  (m)          365.62   (f) ADJUSTED    1 1
 SY0324
 SY0324.Superseded values are not recommended for survey control.
 SY0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0324.See file dsdata.txt to determine how the superseded data were derived.
 SY0324
 SY0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET483836(NAD 83)
 SY0324_MARKER: DB = BENCH MARK DISK
 SY0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0324_STAMPING: D 296 RESET 1971
 SY0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0324+STABILITY: SURFACE MOTION
 SY0324
 SY0324  HISTORY     - Date     Condition        Report By
 SY0324  HISTORY     - 1971     MONUMENTED       NGS
 SY0324  HISTORY     - 1973     GOOD             NGS
 SY0324  HISTORY     - 1983     GOOD             USPSQD
 SY0324  HISTORY     - 1988     GOOD             USPSQD
 SY0324  HISTORY     - 20010421 GOOD             USPSQD
 SY0324
 SY0324                          STATION DESCRIPTION
 SY0324
 SY0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0324'IN SEATTLE.
 SY0324'AT THE INTERSECTION OF GREENWOOD AVENUE N., N. 105TH STREET, AND
 SY0324'HOLMAN ROAD N., 82.8 FEET SOUTH OF THE CENTERLINE OF N 105TH STREET,
 SY0324'18.3 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF GREENWOOD
 SY0324'AVENUE N., 10.8 FEET NORTH OF THE CENTER OF A FIRE HYDRANT, 0.5 FEET
 SY0324'WEST OF THE WEST EDGE OF A CONCRETE WALK IN FRONT OF A TEXACO SERVICE
 SY0324'STATION, ABOUT FLUSH WITH THE STREET, ABOUT FLUSH WITH THE SIDEWALK,
 SY0324'AND SET IN THE TOP OF A CONCRETE POST.  1/4, SEC 31, T 26N, R 4E.
 SY0324
 SY0324                          STATION RECOVERY (1983)
 SY0324
 SY0324'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0324'EXCEPT-TEXACO SERVICE STATION REFERED TO IS NOW E AND M MOTORS-10410
 SY0324'GREENWOOD N.
 SY0324
 SY0324                          STATION RECOVERY (1988)
 SY0324
 SY0324'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAG)
 SY0324'RECOVERED IN GOOD CONDITION.
 SY0324
 SY0324                          STATION RECOVERY (2001)
 SY0324
 SY0324'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0066 ***********************************************************************
 SY0066  DESIGNATION -  D 297
 SY0066  PID         -  SY0066
 SY0066  STATE/COUNTY-  WA/SNOHOMISH
 SY0066  USGS QUAD   -  MUKILTEO (1978)
 SY0066
 SY0066                         *CURRENT SURVEY CONTROL
 SY0066  ___________________________________________________________________
 SY0066* NAD 83(1986)-  47 52 48.     (N)    122 19 33.     (W)     SCALED    
 SY0066* NAVD 88     -        37.700  (meters)     123.69   (feet)  ADJUSTED  
 SY0066  ___________________________________________________________________
 SY0066  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0066  DYNAMIC HT  -          37.706 (meters)     123.71  (feet)  COMP
 SY0066  MODELED GRAV-     980,770.1   (mgal)                       NAVD 88
 SY0066
 SY0066  VERT ORDER  -  FIRST     CLASS II
 SY0066
 SY0066.The horizontal coordinates were scaled from a topographic map and have
 SY0066.an estimated accuracy of +/- 6 seconds.
 SY0066
 SY0066.The orthometric height was determined by differential leveling
 SY0066.and adjusted by the National Geodetic Survey in June 1991..
 SY0066.WARNING-Repeat measurements at this control monument indicate possible
 SY0066.vertical movement.
 SY0066
 SY0066.The geoid height was determined by GEOID03.
 SY0066
 SY0066.The dynamic height is computed by dividing the NAVD 88
 SY0066.geopotential number by the normal gravity value computed on the
 SY0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0066.degrees latitude (g = 980.6199 gals.).
 SY0066
 SY0066.The modeled gravity was interpolated from observed gravity values.
 SY0066
 SY0066;                    North         East    Units  Estimated Accuracy
 SY0066;SPC WA N     -    98,920.      388,380.      MT  (+/- 180 meters Scaled)
 SY0066
 SY0066                          SUPERSEDED SURVEY CONTROL
 SY0066
 SY0066  NGVD 29 (??/??/??)   36.596  (m)          120.07   (f) ADJUSTED    1 2
 SY0066
 SY0066.Superseded values are not recommended for survey control.
 SY0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0066.See file dsdata.txt to determine how the superseded data were derived.
 SY0066
 SY0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU504031(NAD 83)
 SY0066_MARKER: DB = BENCH MARK DISK
 SY0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0066_SP_SET: CONCRETE POST
 SY0066_STAMPING: D 297 1947
 SY0066_MARK LOGO: CGS   
 SY0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0066+STABILITY: SURFACE MOTION
 SY0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0066+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1987
 SY0066
 SY0066  HISTORY     - Date     Condition        Report By
 SY0066  HISTORY     - 1947     MONUMENTED       CGS
 SY0066  HISTORY     - 1965     GOOD             CGS
 SY0066  HISTORY     - 1968     GOOD             LOCSUR
 SY0066  HISTORY     - 1979     GOOD             NGS
 SY0066  HISTORY     - 19870311 POOR             NGS
 SY0066
 SY0066                          STATION DESCRIPTION
 SY0066
 SY0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0066'10.65 MI SW FROM EVERETT.
 SY0066'8.2 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM SOUTH JUNIOR HIGH SCHOOL AT
 SY0066'EVERETT, THENCE 0.75 MILE WEST ALONG SHELBY ROAD, THENCE 1.7 MILES
 SY0066'WEST ALONG PICNIC POINT ROAD, 0.3 MILE EAST OF PICNIC POINT AND THE
 SY0066'GREAT NORTHERN RAILWAY, 0.2 MILE WEST OF THE JUNCTION OF A ROAD
 SY0066'NORTHWEST TO WINDANDTIDE AND A WOODEN BRIDGE OVER A CREEK, 27 1/2 FEET
 SY0066'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 55 FEET SOUTHEAST OF A POWER
 SY0066'POLE WITH TWO GUY WIRES, 1.2 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2
 SY0066'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SY0066'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 SY0066
 SY0066                          STATION RECOVERY (1968)
 SY0066
 SY0066'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 SY0066'RECOVERED IN GOOD CONDITION.
 SY0066
 SY0066                          STATION RECOVERY (1979)
 SY0066
 SY0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SY0066'RECOVERED IN GOOD CONDITION.
 SY0066
 SY0066                          STATION RECOVERY (1987)
 SY0066
 SY0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SY0066'RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0340 ***********************************************************************
 SY0340  DESIGNATION -  D 298
 SY0340  PID         -  SY0340
 SY0340  STATE/COUNTY-  WA/KING
 SY0340  USGS QUAD   -  POVERTY BAY (1994)
 SY0340
 SY0340                         *CURRENT SURVEY CONTROL
 SY0340  ___________________________________________________________________
 SY0340* NAD 83(1986)-  47 36 05.     (N)    122 18 31.     (W)     SCALED    
 SY0340* NAVD 88     -        87.506  (meters)     287.09   (feet)  ADJUSTED  
 SY0340  ___________________________________________________________________
 SY0340  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY0340  DYNAMIC HT  -          87.515 (meters)     287.12  (feet)  COMP
 SY0340  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 SY0340
 SY0340  VERT ORDER  -  FIRST     CLASS II
 SY0340
 SY0340.The horizontal coordinates were scaled from a topographic map and have
 SY0340.an estimated accuracy of +/- 6 seconds.
 SY0340
 SY0340.The orthometric height was determined by differential leveling
 SY0340.and adjusted by the National Geodetic Survey in June 1991..
 SY0340
 SY0340.The geoid height was determined by GEOID03.
 SY0340
 SY0340.The dynamic height is computed by dividing the NAVD 88
 SY0340.geopotential number by the normal gravity value computed on the
 SY0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0340.degrees latitude (g = 980.6199 gals.).
 SY0340
 SY0340.The modeled gravity was interpolated from observed gravity values.
 SY0340
 SY0340;                    North         East    Units  Estimated Accuracy
 SY0340;SPC WA N     -    67,930.      389,070.      MT  (+/- 180 meters Scaled)
 SY0340
 SY0340                          SUPERSEDED SURVEY CONTROL
 SY0340
 SY0340  NGVD 29 (??/??/??)   86.414  (m)          283.51   (f) ADJUSTED    1 2
 SY0340
 SY0340.Superseded values are not recommended for survey control.
 SY0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0340.See file dsdata.txt to determine how the superseded data were derived.
 SY0340
 SY0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET519722(NAD 83)
 SY0340_MARKER: Z = SEE DESCRIPTION
 SY0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0340+STABILITY: SURFACE MOTION
 SY0340
 SY0340  HISTORY     - Date     Condition        Report By
 SY0340  HISTORY     - UNK      MONUMENTED       WA1960
 SY0340  HISTORY     - 1965     GOOD             CGS
 SY0340  HISTORY     - 19910704 GOOD             USPSQD
 SY0340
 SY0340                          STATION DESCRIPTION
 SY0340
 SY0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0340'IN SEATTLE.
 SY0340'AT SEATTLE, AT THE CENTER OF THE INTERSECTION OF E. YESLER WAY AND
 SY0340'18TH AVENUE S., A COPPER PLUG SET IN THE TOP OF A CONCRETE POST
 SY0340'0.8 FT UNDERGROUND. ACCESS TO THE MARK IS THRU A MANHOLE COVER.
 SY0340
 SY0340                          STATION RECOVERY (1991)
 SY0340
 SY0340'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTS)
 SY0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0272 ***********************************************************************
 SX0272  DESIGNATION -  D 299
 SX0272  PID         -  SX0272
 SX0272  STATE/COUNTY-  WA/CHELAN
 SX0272  USGS QUAD   -  WENATCHEE HEIGHTS (1987)
 SX0272
 SX0272                         *CURRENT SURVEY CONTROL
 SX0272  ___________________________________________________________________
 SX0272* NAD 83(1986)-  47 18 55.     (N)    120 22 20.     (W)     SCALED    
 SX0272* NAVD 88     -       888.564  (meters)    2915.23   (feet)  ADJUSTED  
 SX0272  ___________________________________________________________________
 SX0272  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 SX0272  DYNAMIC HT  -         888.542 (meters)    2915.16  (feet)  COMP
 SX0272  MODELED GRAV-     980,557.9   (mgal)                       NAVD 88
 SX0272
 SX0272  VERT ORDER  -  SECOND    CLASS 0
 SX0272
 SX0272.The horizontal coordinates were scaled from a topographic map and have
 SX0272.an estimated accuracy of +/- 6 seconds.
 SX0272
 SX0272.The orthometric height was determined by differential leveling
 SX0272.and adjusted by the National Geodetic Survey in June 1991..
 SX0272
 SX0272.The geoid height was determined by GEOID03.
 SX0272
 SX0272.The dynamic height is computed by dividing the NAVD 88
 SX0272.geopotential number by the normal gravity value computed on the
 SX0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0272.degrees latitude (g = 980.6199 gals.).
 SX0272
 SX0272.The modeled gravity was interpolated from observed gravity values.
 SX0272
 SX0272;                    North         East    Units  Estimated Accuracy
 SX0272;SPC WA N     -    35,160.      534,870.      MT  (+/- 180 meters Scaled)
 SX0272
 SX0272                          SUPERSEDED SURVEY CONTROL
 SX0272
 SX0272  NGVD 29 (??/??/92)  887.402  (m)         2911.42   (f) ADJ UNCH    2 0
 SX0272
 SX0272.Superseded values are not recommended for survey control.
 SX0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0272.See file dsdata.txt to determine how the superseded data were derived.
 SX0272
 SX0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT985435(NAD 83)
 SX0272_MARKER: DB = BENCH MARK DISK
 SX0272_SETTING: 80 = SET IN A BOULDER
 SX0272_STAMPING: D 299 1947
 SX0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0272+STABILITY: SURFACE MOTION
 SX0272
 SX0272  HISTORY     - Date     Condition        Report By
 SX0272  HISTORY     - 1947     MONUMENTED       CGS
 SX0272  HISTORY     - 1966     MARK NOT FOUND   USGS
 SX0272
 SX0272                          STATION DESCRIPTION
 SX0272
 SX0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0272'7.5 MI SW FROM SOUTH WENATCHEE.
 SX0272'0.5 MILE WEST ALONG TERMINAL AVENUE FROM THE SOUTH WENATCHEE SCHOOL AT
 SX0272'SOUTH WENATCHEE, THENCE 6.9 MILES SOUTHWEST ALONG SQUILLCHUCK ROAD,
 SX0272'THENCE 0.1 MILE NORTHWEST ALONG A FOREST SERVICE ROAD, 31.5 FEET
 SX0272'NORTHEAST OF A T INTERSECTION OF CENTER LINES OF THE FOREST SERVICE
 SX0272'ROAD AND A PRIVATE DRIVE LEADING SOUTH TO THE HOME OF J. E. WEEKS, AND
 SX0272'SET IN THE TOP OF A SHELF ON THE SOUTH SIDE OF A LARGE BOULDER. B M
 SX0272'PAINTED WHITE ON BOULDER.
 SX0272
 SX0272                          STATION RECOVERY (1966)
 SX0272
 SX0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SX0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0184 ***********************************************************************
 TP0184  DESIGNATION -  D 30
 TP0184  PID         -  TP0184
 TP0184  STATE/COUNTY-  WA/OKANOGAN
 TP0184  USGS QUAD   -  NESPELEM NE (1993)
 TP0184
 TP0184                         *CURRENT SURVEY CONTROL
 TP0184  ___________________________________________________________________
 TP0184* NAD 83(1986)-  48 10 50.     (N)    118 51 41.     (W)     SCALED    
 TP0184* NAVD 88     -       748.846  (meters)    2456.84   (feet)  ADJUSTED  
 TP0184  ___________________________________________________________________
 TP0184  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 TP0184  DYNAMIC HT  -         748.891 (meters)    2456.99  (feet)  COMP
 TP0184  MODELED GRAV-     980,647.3   (mgal)                       NAVD 88
 TP0184
 TP0184  VERT ORDER  -  FIRST     CLASS II
 TP0184
 TP0184.The horizontal coordinates were scaled from a topographic map and have
 TP0184.an estimated accuracy of +/- 6 seconds.
 TP0184
 TP0184.The orthometric height was determined by differential leveling
 TP0184.and adjusted by the National Geodetic Survey in June 1991..
 TP0184
 TP0184.The geoid height was determined by GEOID03.
 TP0184
 TP0184.The dynamic height is computed by dividing the NAVD 88
 TP0184.geopotential number by the normal gravity value computed on the
 TP0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0184.degrees latitude (g = 980.6199 gals.).
 TP0184
 TP0184.The modeled gravity was interpolated from observed gravity values.
 TP0184
 TP0184;                    North         East    Units  Estimated Accuracy
 TP0184;SPC WA N     -   133,140.      646,620.      MT  (+/- 180 meters Scaled)
 TP0184
 TP0184                          SUPERSEDED SURVEY CONTROL
 TP0184
 TP0184  NGVD 29 (??/??/92)  747.566  (m)         2452.64   (f) ADJ UNCH    1 2
 TP0184
 TP0184.Superseded values are not recommended for survey control.
 TP0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0184.See file dsdata.txt to determine how the superseded data were derived.
 TP0184
 TP0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP616380(NAD 83)
 TP0184_MARKER: DB = BENCH MARK DISK
 TP0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0184_STAMPING: D 30 1933
 TP0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0184+STABILITY: SURFACE MOTION
 TP0184
 TP0184  HISTORY     - Date     Condition        Report By
 TP0184  HISTORY     - 1933     MONUMENTED       CGS
 TP0184
 TP0184                          STATION DESCRIPTION
 TP0184
 TP0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0184'6.7 MI E FROM NESPELEM.
 TP0184'36 FEET NORTH OF CENTER LINE OF NESPELEM-KELLER ROAD, 35 FEET WEST OF
 TP0184'FENCE CORNER, 18 FEET NORTH OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0328 ***********************************************************************
 SX0328  DESIGNATION -  D 300
 SX0328  PID         -  SX0328
 SX0328  STATE/COUNTY-  WA/CHELAN
 SX0328  USGS QUAD   -  MONITOR (1987)
 SX0328
 SX0328                         *CURRENT SURVEY CONTROL
 SX0328  ___________________________________________________________________
 SX0328* NAD 83(1986)-  47 29 41.     (N)    120 28 27.     (W)     SCALED    
 SX0328* NAVD 88     -       286.901  (meters)     941.27   (feet)  ADJUSTED  
 SX0328  ___________________________________________________________________
 SX0328  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SX0328  DYNAMIC HT  -         286.921 (meters)     941.34  (feet)  COMP
 SX0328  MODELED GRAV-     980,675.4   (mgal)                       NAVD 88
 SX0328
 SX0328  VERT ORDER  -  SECOND    CLASS 0
 SX0328
 SX0328.The horizontal coordinates were scaled from a topographic map and have
 SX0328.an estimated accuracy of +/- 6 seconds.
 SX0328
 SX0328.The orthometric height was determined by differential leveling
 SX0328.and adjusted by the National Geodetic Survey in June 1991..
 SX0328
 SX0328.The geoid height was determined by GEOID03.
 SX0328
 SX0328.The dynamic height is computed by dividing the NAVD 88
 SX0328.geopotential number by the normal gravity value computed on the
 SX0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0328.degrees latitude (g = 980.6199 gals.).
 SX0328
 SX0328.The modeled gravity was interpolated from observed gravity values.
 SX0328
 SX0328;                    North         East    Units  Estimated Accuracy
 SX0328;SPC WA N     -    55,070.      527,060.      MT  (+/- 180 meters Scaled)
 SX0328
 SX0328                          SUPERSEDED SURVEY CONTROL
 SX0328
 SX0328  NGVD 29 (??/??/92)  285.753  (m)          937.51   (f) ADJ UNCH    2 0
 SX0328
 SX0328.Superseded values are not recommended for survey control.
 SX0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0328.See file dsdata.txt to determine how the superseded data were derived.
 SX0328
 SX0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT902632(NAD 83)
 SX0328_MARKER: DB = BENCH MARK DISK
 SX0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0328_STAMPING: D 300 1947
 SX0328_MARK LOGO: CGS   
 SX0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0328+STABILITY: SURFACE MOTION
 SX0328
 SX0328  HISTORY     - Date     Condition        Report By
 SX0328  HISTORY     - 1947     MONUMENTED       CGS
 SX0328  HISTORY     - 1982     GOOD             NGS
 SX0328
 SX0328                          STATION DESCRIPTION
 SX0328
 SX0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0328'2.0 MI SE FROM CASHMERE.
 SX0328'2.0 MILES SOUTHEAST ALONG THE MISSION CREEK ROAD FROM THE FRANCES
 SX0328'WILLARD HIGH SCHOOL AT CASHMERE, 0.1 MILE SOUTHEAST OF A WHITE FRAME
 SX0328'DWELLING ON THE WEST SIDE OF THE ROAD, ABOUT 30 YARDS SOUTHEAST OF THE
 SX0328'NORTHEAST CORNER OF A PEAR ORCHARD, 16 FEET WEST OF THE CENTER LINE OF
 SX0328'THE ROAD, 5.0 FEET NORTH OF A TELEPHONE POLE, AND SET IN THE TOP OF A
 SX0328'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  WITNESS POST SET
 SX0328'1.6 FEET NORTH OF THE MARK.
 SX0328
 SX0328                          STATION RECOVERY (1982)
 SX0328
 SX0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0071 ***********************************************************************
 SB0071  DESIGNATION -  D 301
 SB0071  PID         -  SB0071
 SB0071  STATE/COUNTY-  WA/KITTITAS
 SB0071  USGS QUAD   -  EAST KITTITAS (1953)
 SB0071
 SB0071                         *CURRENT SURVEY CONTROL
 SB0071  ___________________________________________________________________
 SB0071* NAD 83(1986)-  46 58 23.     (N)    120 20 54.     (W)     SCALED    
 SB0071* NAVD 88     -       564.886  (meters)    1853.30   (feet)  ADJUSTED  
 SB0071  ___________________________________________________________________
 SB0071  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 SB0071  DYNAMIC HT  -         564.885 (meters)    1853.29  (feet)  COMP
 SB0071  MODELED GRAV-     980,593.6   (mgal)                       NAVD 88
 SB0071
 SB0071  VERT ORDER  -  SECOND    CLASS 0
 SB0071
 SB0071.The horizontal coordinates were scaled from a topographic map and have
 SB0071.an estimated accuracy of +/- 6 seconds.
 SB0071
 SB0071.The orthometric height was determined by differential leveling
 SB0071.and adjusted by the National Geodetic Survey in June 1991..
 SB0071
 SB0071.The geoid height was determined by GEOID03.
 SB0071
 SB0071.The dynamic height is computed by dividing the NAVD 88
 SB0071.geopotential number by the normal gravity value computed on the
 SB0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0071.degrees latitude (g = 980.6199 gals.).
 SB0071
 SB0071.The modeled gravity was interpolated from observed gravity values.
 SB0071
 SB0071;                    North         East    Units  Estimated Accuracy
 SB0071;SPC WA S     -   182,270.      511,540.      MT  (+/- 180 meters Scaled)
 SB0071
 SB0071                          SUPERSEDED SURVEY CONTROL
 SB0071
 SB0071  NGVD 29 (??/??/92)  563.761  (m)         1849.61   (f) ADJ UNCH    2 0
 SB0071
 SB0071.Superseded values are not recommended for survey control.
 SB0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0071.See file dsdata.txt to determine how the superseded data were derived.
 SB0071
 SB0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT016055(NAD 83)
 SB0071_MARKER: DB = BENCH MARK DISK
 SB0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0071_STAMPING: D 301 1947
 SB0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0071+STABILITY: SURFACE MOTION
 SB0071
 SB0071  HISTORY     - Date     Condition        Report By
 SB0071  HISTORY     - 1947     MONUMENTED       CGS
 SB0071
 SB0071                          STATION DESCRIPTION
 SB0071
 SB0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SB0071'0.8 MI SE FROM EAST KITTITAS.
 SB0071'0.8 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0071'RAILROAD FROM THE STATION AT EAST KITTITAS, 14 1/2 RAILS WEST OF
 SB0071'SIGNAL POST 167-5, AT THE EAST END OF A LONG FILL, ABOUT 3 RAILS
 SB0071'SOUTHWEST OF THE WEST END OF A SHORT ROCK CUT, 33.4 FEET SOUTH OF THE
 SB0071'SOUTH RAIL, 8.7 FEET EAST OF A TELEPHONE POLE, ABOUT 8 FEET BELOW THE
 SB0071'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 SB0071'THE GROUND.  WITNESS POST SET 3.7 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0256 ***********************************************************************
 SB0256  DESIGNATION -  D 302
 SB0256  PID         -  SB0256
 SB0256  STATE/COUNTY-  WA/KITTITAS
 SB0256  USGS QUAD   -  GINKGO (1978)
 SB0256
 SB0256                         *CURRENT SURVEY CONTROL
 SB0256  ___________________________________________________________________
 SB0256* NAD 83(1986)-  46 56 52.     (N)    120 04 32.     (W)     SCALED    
 SB0256* NAVD 88     -       443.320  (meters)    1454.46   (feet)  ADJUSTED  
 SB0256  ___________________________________________________________________
 SB0256  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 SB0256  DYNAMIC HT  -         443.334 (meters)    1454.51  (feet)  COMP
 SB0256  MODELED GRAV-     980,632.1   (mgal)                       NAVD 88
 SB0256
 SB0256  VERT ORDER  -  SECOND    CLASS 0
 SB0256
 SB0256.The horizontal coordinates were scaled from a topographic map and have
 SB0256.an estimated accuracy of +/- 6 seconds.
 SB0256
 SB0256.The orthometric height was determined by differential leveling
 SB0256.and adjusted by the National Geodetic Survey in June 1991..
 SB0256
 SB0256.The geoid height was determined by GEOID03.
 SB0256
 SB0256.The dynamic height is computed by dividing the NAVD 88
 SB0256.geopotential number by the normal gravity value computed on the
 SB0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0256.degrees latitude (g = 980.6199 gals.).
 SB0256
 SB0256.The modeled gravity was interpolated from observed gravity values.
 SB0256
 SB0256;                    North         East    Units  Estimated Accuracy
 SB0256;SPC WA S     -   179,540.      532,310.      MT  (+/- 180 meters Scaled)
 SB0256
 SB0256                          SUPERSEDED SURVEY CONTROL
 SB0256
 SB0256  NGVD 29 (??/??/92)  442.209  (m)         1450.81   (f) ADJ UNCH    2 0
 SB0256
 SB0256.Superseded values are not recommended for survey control.
 SB0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0256.See file dsdata.txt to determine how the superseded data were derived.
 SB0256
 SB0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT225035(NAD 83)
 SB0256_MARKER: DB = BENCH MARK DISK
 SB0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0256_SP_SET: BRIDGE
 SB0256_STAMPING: D 302 1947
 SB0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0256
 SB0256  HISTORY     - Date     Condition        Report By
 SB0256  HISTORY     - 1947     MONUMENTED       CGS
 SB0256  HISTORY     - 1957     GOOD             NGS
 SB0256
 SB0256                          STATION DESCRIPTION
 SB0256
 SB0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SB0256'5.0 MI W FROM VANTAGE.
 SB0256'5.0 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE WEST END OF VANTAGE
 SB0256'BRIDGE OVER THE COLUMBIA RIVER AT VANTAGE, ABOUT 45 YARDS NORTH OF A
 SB0256'ROCK CUT IN THE SOUTH BANK OF THE HIGHWAY, 38 FEET SOUTHWEST OF THE
 SB0256'WEST BASE OF A LARGE GRAVEL PILE, 19 FEET NORTH OF THE CENTER LINE OF
 SB0256'THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH
 SB0256'CONCRETE HEADWALL OF A CONCRETE BRIDGE, AND ABOUT 1.5 FEET BELOW THE
 SB0256'HIGHWAY.
 SB0256
 SB0256                          STATION RECOVERY (1957)
 SB0256
 SB0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 SB0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0805 ***********************************************************************
 SW0805  DESIGNATION -  D 302
 SW0805  PID         -  SW0805
 SW0805  STATE/COUNTY-  WA/GRANT
 SW0805  USGS QUAD   -  MOSES LAKE SOUTH (1978)
 SW0805
 SW0805                         *CURRENT SURVEY CONTROL
 SW0805  ___________________________________________________________________
 SW0805* NAD 83(1986)-  47 06 33.     (N)    119 18 16.     (W)     SCALED    
 SW0805* NAVD 88     -       328.06   (+/-2cm)    1076.3    (feet)  VERTCON   
 SW0805  ___________________________________________________________________
 SW0805  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 SW0805
 SW0805  VERT ORDER  -  ? (See Below)
 SW0805
 SW0805.The horizontal coordinates were scaled from a topographic map and have
 SW0805.an estimated accuracy of +/- 6 seconds.
 SW0805
 SW0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0805.The vertical order pertains to the NGVD 29 superseded value.
 SW0805
 SW0805.The geoid height was determined by GEOID03.
 SW0805
 SW0805;                    North         East    Units  Estimated Accuracy
 SW0805;SPC WA S     -   198,080.      590,740.      MT  (+/- 180 meters Scaled)
 SW0805
 SW0805                          SUPERSEDED SURVEY CONTROL
 SW0805
 SW0805  NGVD 29 (??/??/92)  326.940  (m)         1072.64   (f) ADJ UNCH    ?  
 SW0805
 SW0805.Superseded values are not recommended for survey control.
 SW0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0805.See file dsdata.txt to determine how the superseded data were derived.
 SW0805
 SW0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN251198(NAD 83)
 SW0805_MARKER: S = SPIKE
 SW0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0805_SP_SET: POLE
 SW0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0805
 SW0805  HISTORY     - Date     Condition        Report By
 SW0805  HISTORY     - UNK      MONUMENTED       BOR
 SW0805  HISTORY     - 1935     GOOD             NGS
 SW0805  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0805
 SW0805                          STATION DESCRIPTION
 SW0805
 SW0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0805'2 MI W FROM NEPPEL.
 SW0805'2 MILES WEST ALONG A ROAD FROM NEPPEL, GRANT COUNTY, AT MAIL BOXES
 SW0805'MARKED J.R. ALLEN AND EARL LARIMER, AND 1 POWER-TRANSMISSION LINE POLE
 SW0805'WEST OF BROWNS HOUSE.  A SPIKE DRIVEN IN A POLE, FLANKED BY THE
 SW0805'PAINTED LETTERS B.M. D302.
 SW0805
 SW0805                          STATION RECOVERY (1968)
 SW0805
 SW0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1502 ***********************************************************************
 SA1502  DESIGNATION -  D 303
 SA1502  PID         -  SA1502
 SA1502  STATE/COUNTY-  WA/GRANT
 SA1502  USGS QUAD   -  PRIEST RAPIDS (1978)
 SA1502
 SA1502                         *CURRENT SURVEY CONTROL
 SA1502  ___________________________________________________________________
 SA1502* NAD 83(1986)-  46 44 13.     (N)    119 56 19.     (W)     SCALED    
 SA1502* NAVD 88     -       158.786  (meters)     520.95   (feet)  ADJUSTED  
 SA1502  ___________________________________________________________________
 SA1502  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SA1502  DYNAMIC HT  -         158.796 (meters)     520.98  (feet)  COMP
 SA1502  MODELED GRAV-     980,672.9   (mgal)                       NAVD 88
 SA1502
 SA1502  VERT ORDER  -  SECOND    CLASS 0
 SA1502
 SA1502.The horizontal coordinates were scaled from a topographic map and have
 SA1502.an estimated accuracy of +/- 6 seconds.
 SA1502
 SA1502.The orthometric height was determined by differential leveling
 SA1502.and adjusted by the National Geodetic Survey in June 1991..
 SA1502
 SA1502.The geoid height was determined by GEOID03.
 SA1502
 SA1502.The dynamic height is computed by dividing the NAVD 88
 SA1502.geopotential number by the normal gravity value computed on the
 SA1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1502.degrees latitude (g = 980.6199 gals.).
 SA1502
 SA1502.The modeled gravity was interpolated from observed gravity values.
 SA1502
 SA1502;                    North         East    Units  Estimated Accuracy
 SA1502;SPC WA S     -   156,170.      542,900.      MT  (+/- 180 meters Scaled)
 SA1502
 SA1502                          SUPERSEDED SURVEY CONTROL
 SA1502
 SA1502  NGVD 29 (??/??/92)  157.714  (m)          517.43   (f) ADJ UNCH    2 0
 SA1502
 SA1502.Superseded values are not recommended for survey control.
 SA1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1502.See file dsdata.txt to determine how the superseded data were derived.
 SA1502
 SA1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM755801(NAD 83)
 SA1502_MARKER: DD = SURVEY DISK
 SA1502_SETTING: 80 = SET IN A BOULDER
 SA1502_STAMPING: D 30 1937
 SA1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1502+STABILITY: SURFACE MOTION
 SA1502
 SA1502  HISTORY     - Date     Condition        Report By
 SA1502  HISTORY     - 1937     MONUMENTED       BOR
 SA1502  HISTORY     - 1967     GOOD             NGS
 SA1502
 SA1502                          STATION DESCRIPTION
 SA1502
 SA1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1502'1.6 MI W FROM MATTAWA.
 SA1502'THE MARK IS 132 FEET SOUTHWEST OF THE SECTION CORNER MARKER AT THE
 SA1502'NORTHEAST CORNER OF SECTION 4, T14N, R23E, 50 YARDS WEST OF THE
 SA1502'NORTH-SOUTH GRAVEL ROAD, 30 YARDS SOUTH OF THE EXTENDED CENTERLINE OF
 SA1502'THE GRAVEL ROAD GOING EAST AND 45 YARDS WEST-NORTHWEST OF POWER POLE J
 SA1502'31.  THE MARK IS A BUREAU OF RECLAMATION DISK SET IN A 5-FOOT
 SA1502'DIAMETER, LIGHT COLORED GRANITE BOULDER WHICH PROJECTS 1 FOOT.  A
 SA1502'METAL WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0197 ***********************************************************************
 SB0197  DESIGNATION -  D 303 BOR
 SB0197  PID         -  SB0197
 SB0197  STATE/COUNTY-  WA/YAKIMA
 SB0197  USGS QUAD   -  YAKIMA EAST (1985)
 SB0197
 SB0197                         *CURRENT SURVEY CONTROL
 SB0197  ___________________________________________________________________
 SB0197* NAD 83(1986)-  46 32 58.     (N)    120 25 12.     (W)     SCALED    
 SB0197* NAVD 88     -       308.248  (meters)    1011.31   (feet)  ADJUSTED  
 SB0197  ___________________________________________________________________
 SB0197  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SB0197  DYNAMIC HT  -         308.247 (meters)    1011.31  (feet)  COMP
 SB0197  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 SB0197
 SB0197  VERT ORDER  -  SECOND    CLASS 0
 SB0197
 SB0197.The horizontal coordinates were scaled from a topographic map and have
 SB0197.an estimated accuracy of +/- 6 seconds.
 SB0197
 SB0197.The orthometric height was determined by differential leveling
 SB0197.and adjusted by the National Geodetic Survey in June 1991..
 SB0197
 SB0197.The geoid height was determined by GEOID03.
 SB0197
 SB0197.The dynamic height is computed by dividing the NAVD 88
 SB0197.geopotential number by the normal gravity value computed on the
 SB0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0197.degrees latitude (g = 980.6199 gals.).
 SB0197
 SB0197.The modeled gravity was interpolated from observed gravity values.
 SB0197
 SB0197;                    North         East    Units  Estimated Accuracy
 SB0197;SPC WA S     -   135,170.      506,140.      MT  (+/- 180 meters Scaled)
 SB0197
 SB0197                          SUPERSEDED SURVEY CONTROL
 SB0197
 SB0197  NGVD 29 (??/??/92)  307.177  (m)         1007.80   (f) ADJ UNCH    2 0
 SB0197
 SB0197.Superseded values are not recommended for survey control.
 SB0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0197.See file dsdata.txt to determine how the superseded data were derived.
 SB0197
 SB0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS977583(NAD 83)
 SB0197_MARKER: DB = BENCH MARK DISK
 SB0197_SETTING: 80 = SET IN A BOULDER
 SB0197_SP_SET: BOULDER
 SB0197_STAMPING: D 30 1937
 SB0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0197+STABILITY: SURFACE MOTION
 SB0197
 SB0197  HISTORY     - Date     Condition        Report By
 SB0197  HISTORY     - 1937     MONUMENTED       BOR
 SB0197  HISTORY     - 1965     GOOD             USGS
 SB0197  HISTORY     - 1982     MARK NOT FOUND   NGS
 SB0197
 SB0197                          STATION DESCRIPTION
 SB0197
 SB0197'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SB0197'7.4 MI S FROM BEVERLY.
 SB0197'7.4 MILES SOUTH ALONG THE BEVERLY-WAHLUKE GRAVELROAD (WHICH FOLLOWS
 SB0197'COLUMBIA RIVER) FROM THE RAILROAD HOTEL AT BEVERLY, ONE BLOCK NORTH OF
 SB0197'THE POST OFFICE AT MATTAWA, GRANT COUNTY, 1.5 MILES WEST TO
 SB0197'INTERSECTION OF A NORTH-SOUTH ROAD, 148.4 FEET WEST OF CENTER LINE OF
 SB0197'THE NORTH-SOUTH ROAD, 132 FEET SOUTHWEST OF SECTION CORNER 33,34,4 AND
 SB0197'3, TS 14-15, R23E AND 182 FEET SOUTHWEST OF INTERSECTION.  A UNITED
 SB0197'STATES BUREAU OF RECLAMATION STANDARD DISK STAMPED D 30 1937 EMBEDDED
 SB0197'IN LARGE GRANITE BOULDER AND PROJECTING ABOUT A FOOT ABOVE GROUND.
 SB0197
 SB0197                          STATION RECOVERY (1982)
 SB0197
 SB0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0197'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1486 ***********************************************************************
 SA1486  DESIGNATION -  D 304
 SA1486  PID         -  SA1486
 SA1486  STATE/COUNTY-  WA/YAKIMA
 SA1486  USGS QUAD   -  CAIRN HOPE PEAK (1978)
 SA1486
 SA1486                         *CURRENT SURVEY CONTROL
 SA1486  ___________________________________________________________________
 SA1486* NAD 83(1986)-  46 32 03.     (N)    119 52 52.     (W)     SCALED    
 SA1486* NAVD 88     -       389.072  (meters)    1276.48   (feet)  ADJUSTED  
 SA1486  ___________________________________________________________________
 SA1486  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 SA1486  DYNAMIC HT  -         389.081 (meters)    1276.51  (feet)  COMP
 SA1486  MODELED GRAV-     980,625.9   (mgal)                       NAVD 88
 SA1486
 SA1486  VERT ORDER  -  SECOND    CLASS 0
 SA1486
 SA1486.The horizontal coordinates were scaled from a topographic map and have
 SA1486.an estimated accuracy of +/- 6 seconds.
 SA1486
 SA1486.The orthometric height was determined by differential leveling
 SA1486.and adjusted by the National Geodetic Survey in June 1991..
 SA1486
 SA1486.The geoid height was determined by GEOID03.
 SA1486
 SA1486.The dynamic height is computed by dividing the NAVD 88
 SA1486.geopotential number by the normal gravity value computed on the
 SA1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1486.degrees latitude (g = 980.6199 gals.).
 SA1486
 SA1486.The modeled gravity was interpolated from observed gravity values.
 SA1486
 SA1486;                    North         East    Units  Estimated Accuracy
 SA1486;SPC WA S     -   133,660.      547,470.      MT  (+/- 180 meters Scaled)
 SA1486
 SA1486                          SUPERSEDED SURVEY CONTROL
 SA1486
 SA1486  NGVD 29 (??/??/92)  388.005  (m)         1272.98   (f) ADJ UNCH    2 0
 SA1486
 SA1486.Superseded values are not recommended for survey control.
 SA1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1486.See file dsdata.txt to determine how the superseded data were derived.
 SA1486
 SA1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM790574(NAD 83)
 SA1486_MARKER: DB = BENCH MARK DISK
 SA1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1486_STAMPING: D 304 1949
 SA1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1486+STABILITY: SURFACE MOTION
 SA1486
 SA1486  HISTORY     - Date     Condition        Report By
 SA1486  HISTORY     - 1949     MONUMENTED       CGS
 SA1486
 SA1486                          STATION DESCRIPTION
 SA1486
 SA1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1486'3.9 MI NW FROM E. ROBERT RANCH.
 SA1486'1.5 MILES WEST ALONG A RANCH ROAD FROM THE E. ROBERT RANCH (FORMER
 SA1486'WAUTOMA POST OFFICE), THENCE 2.4 MILES NORTH ALONG THE
 SA1486'SUNNYSIDE-HANFORD HIGHWAY, 187 FEET WEST OF THE CENTER OF THE JUNCTION
 SA1486'OF STATE HIGHWAY 11-A, 133 FEET WEST OF A 24-INCH CONCRETE PIPE
 SA1486'CULVERT, 52.0 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 11-A, 11
 SA1486'1/2 FEET NORTHWEST OF A LARGE TELEPHONE POLE WITH A GUY WIRE, ABOUT 4
 SA1486'FEET HIGHER THAN THE HIGHWAY, 2.0 FEET SOUTH OF A WITNESS POST, AND
 SA1486'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SA1486'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1327 ***********************************************************************
 SA1327  DESIGNATION -  D 305
 SA1327  PID         -  SA1327
 SA1327  STATE/COUNTY-  WA/YAKIMA
 SA1327  USGS QUAD   -  GRANDVIEW (1978)
 SA1327
 SA1327                         *CURRENT SURVEY CONTROL
 SA1327  ___________________________________________________________________
 SA1327* NAD 83(1986)-  46 21 36.     (N)    119 59 58.     (W)     SCALED    
 SA1327* NAVD 88     -       271.937  (meters)     892.18   (feet)  ADJUSTED  
 SA1327  ___________________________________________________________________
 SA1327  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SA1327  DYNAMIC HT  -         271.942 (meters)     892.20  (feet)  COMP
 SA1327  MODELED GRAV-     980,627.6   (mgal)                       NAVD 88
 SA1327
 SA1327  VERT ORDER  -  SECOND    CLASS 0
 SA1327
 SA1327.The horizontal coordinates were scaled from a topographic map and have
 SA1327.an estimated accuracy of +/- 6 seconds.
 SA1327
 SA1327.The orthometric height was determined by differential leveling
 SA1327.and adjusted by the National Geodetic Survey in June 1991..
 SA1327
 SA1327.The geoid height was determined by GEOID03.
 SA1327
 SA1327.The dynamic height is computed by dividing the NAVD 88
 SA1327.geopotential number by the normal gravity value computed on the
 SA1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1327.degrees latitude (g = 980.6199 gals.).
 SA1327
 SA1327.The modeled gravity was interpolated from observed gravity values.
 SA1327
 SA1327;                    North         East    Units  Estimated Accuracy
 SA1327;SPC WA S     -   114,240.      538,520.      MT  (+/- 180 meters Scaled)
 SA1327
 SA1327                          SUPERSEDED SURVEY CONTROL
 SA1327
 SA1327  NGVD 29 (??/??/92)  270.888  (m)          888.74   (f) ADJ UNCH    2 0
 SA1327
 SA1327.Superseded values are not recommended for survey control.
 SA1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1327.See file dsdata.txt to determine how the superseded data were derived.
 SA1327
 SA1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM692384(NAD 83)
 SA1327_MARKER: DB = BENCH MARK DISK
 SA1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1327_STAMPING: D 305 1949
 SA1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1327+STABILITY: SURFACE MOTION
 SA1327
 SA1327  HISTORY     - Date     Condition        Report By
 SA1327  HISTORY     - 1949     MONUMENTED       CGS
 SA1327  HISTORY     - 1974     GOOD             USGS
 SA1327
 SA1327                          STATION DESCRIPTION
 SA1327
 SA1327'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA1327'0.9 MI E FROM SUNNYSIDE.
 SA1327'0.9 MI. EAST ALONG HANFORD ROAD FROM N.P.RR STA AT SUNNYSIDE.
 SA1327'SUNNYSIDE P.O. EAST ALONG EDISON AVE. 0.55 MILE TO INTERSECTION, TURN
 SA1327'LEFT, NORTH ALONG 16TH ST. 0.5 MILE TO INTERSECTION, CONTINUE NORTH
 SA1327'ALONG WASHOUT ROAD 2.0 MILES TO INTERSECTION (0.45 MILE NORTH OF
 SA1327'SUNNYSIDE CANAL) WITH ARROWSMITH ROAD 125 FT NW OF INTERSECTION, 33 FT
 SA1327'NORTH OF ARROWSMITH ROAD, ABOUT 4 FT WEST OF FEED LOT FENCE.  A
 SA1327'STANDARD DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND. STAMPED D
 SA1327'305 1949.  NOTE-- 1.0 MILE WEST OF BM LDW 61 1973 USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0448 ***********************************************************************
 SB0448  DESIGNATION -  D 306
 SB0448  PID         -  SB0448
 SB0448  STATE/COUNTY-  WA/YAKIMA
 SB0448  USGS QUAD   -  GRANGER (1965)
 SB0448
 SB0448                         *CURRENT SURVEY CONTROL
 SB0448  ___________________________________________________________________
 SB0448* NAD 83(1986)-  46 20 46.     (N)    120 08 21.     (W)     SCALED    
 SB0448* NAVD 88     -       235.596  (meters)     772.95   (feet)  ADJUSTED  
 SB0448  ___________________________________________________________________
 SB0448  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SB0448  DYNAMIC HT  -         235.597 (meters)     772.95  (feet)  COMP
 SB0448  MODELED GRAV-     980,614.7   (mgal)                       NAVD 88
 SB0448
 SB0448  VERT ORDER  -  SECOND    CLASS 0
 SB0448
 SB0448.The horizontal coordinates were scaled from a topographic map and have
 SB0448.an estimated accuracy of +/- 6 seconds.
 SB0448
 SB0448.The orthometric height was determined by differential leveling
 SB0448.and adjusted by the National Geodetic Survey in June 1991..
 SB0448
 SB0448.The geoid height was determined by GEOID03.
 SB0448
 SB0448.The dynamic height is computed by dividing the NAVD 88
 SB0448.geopotential number by the normal gravity value computed on the
 SB0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0448.degrees latitude (g = 980.6199 gals.).
 SB0448
 SB0448.The modeled gravity was interpolated from observed gravity values.
 SB0448
 SB0448;                    North         East    Units  Estimated Accuracy
 SB0448;SPC WA S     -   112,630.      527,770.      MT  (+/- 180 meters Scaled)
 SB0448
 SB0448                          SUPERSEDED SURVEY CONTROL
 SB0448
 SB0448  NGVD 29 (??/??/92)  234.548  (m)          769.51   (f) ADJ UNCH    2 0
 SB0448
 SB0448.Superseded values are not recommended for survey control.
 SB0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0448.See file dsdata.txt to determine how the superseded data were derived.
 SB0448
 SB0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS201364(NAD 83)
 SB0448_MARKER: DB = BENCH MARK DISK
 SB0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0448_STAMPING: D 306 1949
 SB0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0448+STABILITY: SURFACE MOTION
 SB0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0448+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 SB0448
 SB0448  HISTORY     - Date     Condition        Report By
 SB0448  HISTORY     - 1949     MONUMENTED       CGS
 SB0448  HISTORY     - 20040324 GOOD             YERION
 SB0448
 SB0448                          STATION DESCRIPTION
 SB0448
 SB0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0448'2.1 MI W FROM OUTLOOK.
 SB0448'2.1 MILES WEST ALONG U. S. HIGHWAY 410 FROM OUTLOOK SCHOOL, 2.3 MILES
 SB0448'EAST OF GRANGER, 157.5 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM A
 SB0448'CONCRETE-BLOCK FARMHOUSE, 94.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 SB0448'OF THE ANDY WALLACE FARMHOUSE, 58 1/2 FEET NORTHWEST OF POWER LINE
 SB0448'POLE 1328, 25.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 SB0448'EAST OF THE CENTER LINE OF A DRIVEWAY TO A FARMHOUSE, 9.4 FEET
 SB0448'NORTHWEST OF A FENCE CORNER, 1.6 FEET SOUTHWEST OF A WIRE FENCE, 1.5
 SB0448'FEET NORTHWEST OF A WITNESS POST, 1 FOOT HIGHER THAN THE HIGHWAY, AND
 SB0448'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 SB0448'GROUND.
 SB0448
 SB0448                          STATION RECOVERY (2004)
 SB0448
 SB0448'RECOVERY NOTE BY GEORGE YERION 2004 (GY)
 SB0448'N 46 20 46.8, W 120 08 21.8, 26' N OF AND 1.0' ABOVE CENTERLINE VAN
 SB0448'BELLE RD, 16' N OF AND 1.2' ABOVE N EDGE PVMT VAN BELLE RD, 16' WNW OF
 SB0448'POWER POLE 133001,  11' NNW OF END OF RCP, 2.3' E OF E EDGE DRIVE TO
 SB0448'1751 VAN BELLE RD, 1.2' NW OF T-POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0680 ***********************************************************************
 SC0680  DESIGNATION -  D 306
 SC0680  PID         -  SC0680
 SC0680  STATE/COUNTY-  WA/PACIFIC
 SC0680  USGS QUAD   -  LONG ISLAND (1984)
 SC0680
 SC0680                         *CURRENT SURVEY CONTROL
 SC0680  ___________________________________________________________________
 SC0680* NAD 83(1986)-  46 25 23.     (N)    123 55 16.     (W)     SCALED    
 SC0680* NAVD 88     -        26.388  (meters)      86.57   (feet)  ADJUSTED  
 SC0680  ___________________________________________________________________
 SC0680  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 SC0680  DYNAMIC HT  -          26.391 (meters)      86.58  (feet)  COMP
 SC0680  MODELED GRAV-     980,727.9   (mgal)                       NAVD 88
 SC0680
 SC0680  VERT ORDER  -  SECOND    CLASS 0
 SC0680
 SC0680.The horizontal coordinates were scaled from a topographic map and have
 SC0680.an estimated accuracy of +/- 6 seconds.
 SC0680
 SC0680.The orthometric height was determined by differential leveling
 SC0680.and adjusted by the National Geodetic Survey in June 1991..
 SC0680
 SC0680.The geoid height was determined by GEOID03.
 SC0680
 SC0680.The dynamic height is computed by dividing the NAVD 88
 SC0680.geopotential number by the normal gravity value computed on the
 SC0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0680.degrees latitude (g = 980.6199 gals.).
 SC0680
 SC0680.The modeled gravity was interpolated from observed gravity values.
 SC0680
 SC0680;                    North         East    Units  Estimated Accuracy
 SC0680;SPC WA S     -   126,820.      237,120.      MT  (+/- 180 meters Scaled)
 SC0680
 SC0680                          SUPERSEDED SURVEY CONTROL
 SC0680
 SC0680  NGVD 29 (??/??/92)   25.36   (m)           83.2    (f) COMPUTED    2 0
 SC0680
 SC0680.Superseded values are not recommended for survey control.
 SC0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0680.See file dsdata.txt to determine how the superseded data were derived.
 SC0680
 SC0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS292414(NAD 83)
 SC0680_MARKER: DD = SURVEY DISK
 SC0680_SETTING: 0 = UNSPECIFIED SETTING
 SC0680_STAMPING: D 306 1939
 SC0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0680
 SC0680  HISTORY     - Date     Condition        Report By
 SC0680  HISTORY     - 1939     MONUMENTED       DOD
 SC0680  HISTORY     - 1961     MARK NOT FOUND   NGS
 SC0680
 SC0680                          STATION DESCRIPTION
 SC0680
 SC0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SC0680'10 MI SW FROM NEMAH.
 SC0680'WAS ABOUT 10-MILES SOUTHWEST OF NEMAH, 33 FEET NORTHWEST OF THE CENTER
 SC0680'OF U.S. HIGHWAY 101, AND 15 FEET WEST OF THE CREST OF A HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0144 ***********************************************************************
 SB0144  DESIGNATION -  D 307
 SB0144  PID         -  SB0144
 SB0144  STATE/COUNTY-  WA/KITTITAS
 SB0144  USGS QUAD   -  BLACK ROCK SPRING NW (1953)
 SB0144
 SB0144                         *CURRENT SURVEY CONTROL
 SB0144  ___________________________________________________________________
 SB0144* NAD 83(1986)-  46 44 26.     (N)    120 09 41.     (W)     SCALED    
 SB0144* NAVD 88     -       746.352  (meters)    2448.66   (feet)  ADJUSTED  
 SB0144  ___________________________________________________________________
 SB0144  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SB0144  DYNAMIC HT  -         746.329 (meters)    2448.58  (feet)  COMP
 SB0144  MODELED GRAV-     980,557.8   (mgal)                       NAVD 88
 SB0144
 SB0144  VERT ORDER  -  SECOND    CLASS 0
 SB0144
 SB0144.The horizontal coordinates were scaled from a topographic map and have
 SB0144.an estimated accuracy of +/- 6 seconds.
 SB0144
 SB0144.The orthometric height was determined by differential leveling
 SB0144.and adjusted by the National Geodetic Survey in June 1991..
 SB0144
 SB0144.The geoid height was determined by GEOID03.
 SB0144
 SB0144.The dynamic height is computed by dividing the NAVD 88
 SB0144.geopotential number by the normal gravity value computed on the
 SB0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0144.degrees latitude (g = 980.6199 gals.).
 SB0144
 SB0144.The modeled gravity was interpolated from observed gravity values.
 SB0144
 SB0144;                    North         East    Units  Estimated Accuracy
 SB0144;SPC WA S     -   156,470.      525,880.      MT  (+/- 180 meters Scaled)
 SB0144
 SB0144                          SUPERSEDED SURVEY CONTROL
 SB0144
 SB0144  NGVD 29 (??/??/92)  745.229  (m)         2444.97   (f) ADJ UNCH    2 0
 SB0144
 SB0144.Superseded values are not recommended for survey control.
 SB0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0144.See file dsdata.txt to determine how the superseded data were derived.
 SB0144
 SB0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS168802(NAD 83)
 SB0144_MARKER: DB = BENCH MARK DISK
 SB0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0144_STAMPING: D 307 1949
 SB0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0144+STABILITY: SURFACE MOTION
 SB0144
 SB0144  HISTORY     - Date     Condition        Report By
 SB0144  HISTORY     - 1949     MONUMENTED       CGS
 SB0144
 SB0144                          STATION DESCRIPTION
 SB0144
 SB0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0144'12.8 MI W FROM LEVERING.
 SB0144'0.9 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0144'RAILRAOD 0.9 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 SB0144'PACIFIC RAILROAD FROM THE SIGN LEVERING, THENCE 11.9 MILES WEST ALONG
 SB0144'A TRACK ROAD, 0.35 MILE NORTHEAST OF A WIRE FENCE CROSSING THE ROAD,
 SB0144'ON THE TOP OF A SMALL RISE, 35 FEET NORTHWEST OF THE CENTER LINE OF
 SB0144'THE ROAD, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER
 SB0144'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 SB0144'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1317 ***********************************************************************
 SA1317  DESIGNATION -  D 308
 SA1317  PID         -  SA1317
 SA1317  STATE/COUNTY-  WA/YAKIMA
 SA1317  USGS QUAD   -  SULPHUR SPRING (1978)
 SA1317
 SA1317                         *CURRENT SURVEY CONTROL
 SA1317  ___________________________________________________________________
 SA1317* NAD 83(1986)-  46 25 35.     (N)    119 56 28.     (W)     SCALED    
 SA1317* NAVD 88     -       510.342  (meters)    1674.35   (feet)  ADJUSTED  
 SA1317  ___________________________________________________________________
 SA1317  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 SA1317  DYNAMIC HT  -         510.338 (meters)    1674.33  (feet)  COMP
 SA1317  MODELED GRAV-     980,590.6   (mgal)                       NAVD 88
 SA1317
 SA1317  VERT ORDER  -  SECOND    CLASS 0
 SA1317
 SA1317.The horizontal coordinates were scaled from a topographic map and have
 SA1317.an estimated accuracy of +/- 6 seconds.
 SA1317
 SA1317.The orthometric height was determined by differential leveling
 SA1317.and adjusted by the National Geodetic Survey in June 1991..
 SA1317
 SA1317.The geoid height was determined by GEOID03.
 SA1317
 SA1317.The dynamic height is computed by dividing the NAVD 88
 SA1317.geopotential number by the normal gravity value computed on the
 SA1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1317.degrees latitude (g = 980.6199 gals.).
 SA1317
 SA1317.The modeled gravity was interpolated from observed gravity values.
 SA1317
 SA1317;                    North         East    Units  Estimated Accuracy
 SA1317;SPC WA S     -   121,650.      542,960.      MT  (+/- 180 meters Scaled)
 SA1317
 SA1317                          SUPERSEDED SURVEY CONTROL
 SA1317
 SA1317  NGVD 29 (??/??/92)  509.270  (m)         1670.83   (f) ADJ UNCH    2 0
 SA1317
 SA1317.Superseded values are not recommended for survey control.
 SA1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1317.See file dsdata.txt to determine how the superseded data were derived.
 SA1317
 SA1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM740456(NAD 83)
 SA1317_MARKER: DB = BENCH MARK DISK
 SA1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1317_STAMPING: D 308 1949
 SA1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1317+STABILITY: SURFACE MOTION
 SA1317
 SA1317  HISTORY     - Date     Condition        Report By
 SA1317  HISTORY     - 1949     MONUMENTED       CGS
 SA1317  HISTORY     - 1974     GOOD             USGS
 SA1317
 SA1317                          STATION DESCRIPTION
 SA1317
 SA1317'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA1317'1.6 MI E FROM SUNNYSIDE.
 SA1317'SUNNYSIDE P.O., EAST ALONG EDISON AVE. 1.6 MILES TO INTERSECTION, TURN
 SA1317'LEFT, NORTH ALONG STATE HWY 241, 7.6 MILES, ABOUT 260 FT.
 SA1317'NORTH-NORTHWEST OF A FENCE CORNER ON EAST SIDE OF HWY, 45 FT WEST OF
 SA1317'HWY, 12 FT WEST OF FENCE PARELLING HWY, 2 FT EAST OF METAL WITNESS
 SA1317'FENCE POST, NEAR THE EAST EDGE OF CULTIVATED FIELD.  ABOUT 8.2 FT
 SA1317'LOWER THAN HWY.  A STANDARD DISK SET IN TOP OF CONCRETE POST FLUSH
 SA1317'WITH GROUND.  STAMPED D 308 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1739 ***********************************************************************
 SA1739  DESIGNATION -  D 309
 SA1739  PID         -  SA1739
 SA1739  STATE/COUNTY-  WA/BENTON
 SA1739  USGS QUAD   -  EMERSON NIPPLE (1975)
 SA1739
 SA1739                         *CURRENT SURVEY CONTROL
 SA1739  ___________________________________________________________________
 SA1739* NAD 83(1986)-  46 34 37.     (N)    119 48 16.     (W)     SCALED    
 SA1739* NAVD 88     -       321.270  (meters)    1054.03   (feet)  ADJUSTED  
 SA1739  ___________________________________________________________________
 SA1739  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SA1739  DYNAMIC HT  -         321.281 (meters)    1054.07  (feet)  COMP
 SA1739  MODELED GRAV-     980,640.8   (mgal)                       NAVD 88
 SA1739
 SA1739  VERT ORDER  -  SECOND    CLASS 0
 SA1739
 SA1739.The horizontal coordinates were scaled from a topographic map and have
 SA1739.an estimated accuracy of +/- 6 seconds.
 SA1739
 SA1739.The orthometric height was determined by differential leveling
 SA1739.and adjusted by the National Geodetic Survey in June 1991..
 SA1739
 SA1739.The geoid height was determined by GEOID03.
 SA1739
 SA1739.The dynamic height is computed by dividing the NAVD 88
 SA1739.geopotential number by the normal gravity value computed on the
 SA1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1739.degrees latitude (g = 980.6199 gals.).
 SA1739
 SA1739.The modeled gravity was interpolated from observed gravity values.
 SA1739
 SA1739;                    North         East    Units  Estimated Accuracy
 SA1739;SPC WA S     -   138,460.      553,310.      MT  (+/- 180 meters Scaled)
 SA1739
 SA1739                          SUPERSEDED SURVEY CONTROL
 SA1739
 SA1739  NGVD 29 (??/??/92)  320.197  (m)         1050.51   (f) ADJ UNCH    2 0
 SA1739
 SA1739.Superseded values are not recommended for survey control.
 SA1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1739.See file dsdata.txt to determine how the superseded data were derived.
 SA1739
 SA1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM851619(NAD 83)
 SA1739_MARKER: DB = BENCH MARK DISK
 SA1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1739_STAMPING: D 309 1949
 SA1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1739+STABILITY: SURFACE MOTION
 SA1739
 SA1739  HISTORY     - Date     Condition        Report By
 SA1739  HISTORY     - 1949     MONUMENTED       CGS
 SA1739  HISTORY     - 1965     GOOD             USGS
 SA1739
 SA1739                          STATION DESCRIPTION
 SA1739
 SA1739'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SA1739'R12.7 MI E FROM PHILLIPS AND HAGERTY RANCH HDQT.
 SA1739'12.7 MILES EAST ALONG THE COLD CREEK ROAD FROM PHILLIPS AND HAGERTY
 SA1739'RANCH HEADQUARTERS, 3.8 MILES WEST ON OLD HIGHWAY AND COLD CREEK ROAD
 SA1739'FROM THE CHECK STATION AT ENTRANCE TO HANFORD, AEC, BENTON COUNTY, 0.1
 SA1739'MILES SOUTHWEST ON POWER LINE ROAD, 71 FEET WEST OF CENTERLINE OF
 SA1739'POWER LINE ROAD, 68 FEET NORTH OF CENTERLINE OF OLD ROAD, 10.5 FEET
 SA1739'EAST OF POWER POLE MY 1-41, ABOUT 3 FEET HIGHER THAN OLD ROAD, 1.5
 SA1739'FEET SOUTH OF WITNESS POST AND SET IN TOP OF A CONCRETE POST
 SA1739'PROJECTING 0.6 FOOT ABOVE GROUND.  A STANDARD C AND GS TABLET STAMPED
 SA1739'D 309 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0690 ***********************************************************************
 SC0690  DESIGNATION -  D 309
 SC0690  PID         -  SC0690
 SC0690  STATE/COUNTY-  WA/PACIFIC
 SC0690  USGS QUAD   -  CHINOOK (1984)
 SC0690
 SC0690                         *CURRENT SURVEY CONTROL
 SC0690  ___________________________________________________________________
 SC0690* NAD 83(1986)-  46 18 15.     (N)    123 58 02.     (W)     SCALED    
 SC0690* NAVD 88     -         3.632  (meters)      11.92   (feet)  ADJUSTED  
 SC0690  ___________________________________________________________________
 SC0690  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 SC0690  DYNAMIC HT  -           3.633 (meters)      11.92  (feet)  COMP
 SC0690  MODELED GRAV-     980,711.7   (mgal)                       NAVD 88
 SC0690
 SC0690  VERT ORDER  -  SECOND    CLASS 0
 SC0690
 SC0690.The horizontal coordinates were scaled from a topographic map and have
 SC0690.an estimated accuracy of +/- 6 seconds.
 SC0690
 SC0690.The orthometric height was determined by differential leveling
 SC0690.and adjusted by the National Geodetic Survey in June 1991..
 SC0690
 SC0690.The geoid height was determined by GEOID03.
 SC0690
 SC0690.The dynamic height is computed by dividing the NAVD 88
 SC0690.geopotential number by the normal gravity value computed on the
 SC0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0690.degrees latitude (g = 980.6199 gals.).
 SC0690
 SC0690.The modeled gravity was interpolated from observed gravity values.
 SC0690
 SC0690;                    North         East    Units  Estimated Accuracy
 SC0690;SPC WA S     -   113,780.      233,000.      MT  (+/- 180 meters Scaled)
 SC0690
 SC0690                          SUPERSEDED SURVEY CONTROL
 SC0690
 SC0690  NGVD 29 (??/??/92)    2.609  (m)            8.56   (f) ADJ UNCH    2 0
 SC0690
 SC0690.Superseded values are not recommended for survey control.
 SC0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0690.See file dsdata.txt to determine how the superseded data were derived.
 SC0690
 SC0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS255282(NAD 83)
 SC0690_MARKER: DD = SURVEY DISK
 SC0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0690_STAMPING: D 309
 SC0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0690+STABILITY: SURFACE MOTION
 SC0690
 SC0690  HISTORY     - Date     Condition        Report By
 SC0690  HISTORY     - UNK      MONUMENTED       DOD
 SC0690  HISTORY     - 1961     MARK NOT FOUND   NGS
 SC0690
 SC0690                          STATION DESCRIPTION
 SC0690
 SC0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SC0690'4.3 MI SE FROM ILWACO.
 SC0690'4.3 MILES SOUTHEAST OF ILWACO, 25 FEET WEST OF THE CENTER LINE OF U.S.
 SC0690'HIGHWAY 101, 10 FEET SOUTH OF THE CENTER LINE OF A COUNTY ROAD FORMING
 SC0690'A JUNCTION, 275 FEET NORTH OF A SMALL CEMENT BRIDGE.  FROM THE ABOVE
 SC0690'PREVIOUS MEASUREMENTS THE MARK WOULD BE UNDER THE GRADE OF THE
 SC0690'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0149 ***********************************************************************
 TP0149  DESIGNATION -  D 31
 TP0149  PID         -  TP0149
 TP0149  STATE/COUNTY-  WA/FERRY
 TP0149  USGS QUAD   -  NINEMILE FLAT (1994)
 TP0149
 TP0149                         *CURRENT SURVEY CONTROL
 TP0149  ___________________________________________________________________
 TP0149* NAD 83(1986)-  48 02 56.     (N)    118 23 02.     (W)     SCALED    
 TP0149* NAVD 88     -       634.684  (meters)    2082.29   (feet)  ADJUSTED  
 TP0149  ___________________________________________________________________
 TP0149  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 TP0149  DYNAMIC HT  -         634.745 (meters)    2082.49  (feet)  COMP
 TP0149  MODELED GRAV-     980,686.4   (mgal)                       NAVD 88
 TP0149
 TP0149  VERT ORDER  -  FIRST     CLASS II
 TP0149
 TP0149.The horizontal coordinates were scaled from a topographic map and have
 TP0149.an estimated accuracy of +/- 6 seconds.
 TP0149
 TP0149.The orthometric height was determined by differential leveling
 TP0149.and adjusted by the National Geodetic Survey in June 1991..
 TP0149
 TP0149.The geoid height was determined by GEOID03.
 TP0149
 TP0149.The dynamic height is computed by dividing the NAVD 88
 TP0149.geopotential number by the normal gravity value computed on the
 TP0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0149.degrees latitude (g = 980.6199 gals.).
 TP0149
 TP0149.The modeled gravity was interpolated from observed gravity values.
 TP0149
 TP0149;                    North         East    Units  Estimated Accuracy
 TP0149;SPC WA N     -   119,520.      682,580.      MT  (+/- 180 meters Scaled)
 TP0149
 TP0149                          SUPERSEDED SURVEY CONTROL
 TP0149
 TP0149  NGVD 29 (??/??/92)  633.445  (m)         2078.23   (f) ADJ UNCH    1 2
 TP0149
 TP0149.Superseded values are not recommended for survey control.
 TP0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0149.See file dsdata.txt to determine how the superseded data were derived.
 TP0149
 TP0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP968226(NAD 83)
 TP0149_MARKER: DB = BENCH MARK DISK
 TP0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0149_STAMPING: D 31 1933
 TP0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0149+STABILITY: SURFACE MOTION
 TP0149
 TP0149  HISTORY     - Date     Condition        Report By
 TP0149  HISTORY     - 1933     MONUMENTED       CGS
 TP0149  HISTORY     - 1935     GOOD             NGS
 TP0149  HISTORY     - 1982     MARK NOT FOUND   USGS
 TP0149
 TP0149                          STATION DESCRIPTION
 TP0149
 TP0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0149'8.8 MI W FROM GEROME.
 TP0149'36 FEET NORTHEAST OF CENTER LINE OF KELLER-GEROME ROAD, ON SUMMIT AND
 TP0149'OBSERVATION POINT AND ABOUT 250 FEET ABOVE THE COLUMBIA RIVER, 5 FEET
 TP0149'ABOVE THE ROAD LEVEL.
 TP0149
 TP0149                          STATION RECOVERY (1935)
 TP0149
 TP0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 TP0149'RECOVERED IN GOOD CONDITION.
 TP0149
 TP0149                          STATION RECOVERY (1982)
 TP0149
 TP0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 TP0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0285 ***********************************************************************
 SX0285  DESIGNATION -  D 310
 SX0285  PID         -  SX0285
 SX0285  STATE/COUNTY-  WA/KITTITAS
 SX0285  USGS QUAD   -  MISSION PEAK (1987)
 SX0285
 SX0285                         *CURRENT SURVEY CONTROL
 SX0285  ___________________________________________________________________
 SX0285* NAD 83(1986)-  47 18 01.     (N)    120 27 55.     (W)     SCALED    
 SX0285* NAVD 88     -      1716.943  (meters)    5633.00   (feet)  POSTED    
 SX0285  ___________________________________________________________________
 SX0285  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 SX0285  DYNAMIC HT  -        1716.670 (meters)    5632.11  (feet)  COMP
 SX0285  MODELED GRAV-     980,392.0   (mgal)                       NAVD 88
 SX0285
 SX0285  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 SX0285
 SX0285.The horizontal coordinates were scaled from a topographic map and have
 SX0285.an estimated accuracy of +/- 6 seconds.
 SX0285
 SX0285.The orthometric height was determined by differential leveling
 SX0285.and adjusted by the National Geodetic Survey in 1992..
 SX0285.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 SX0285.rate of 4.1 thru 8.0 mm/km.
 SX0285
 SX0285.The geoid height was determined by GEOID03.
 SX0285
 SX0285.The dynamic height is computed by dividing the NAVD 88
 SX0285.geopotential number by the normal gravity value computed on the
 SX0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0285.degrees latitude (g = 980.6199 gals.).
 SX0285
 SX0285.The modeled gravity was interpolated from observed gravity values.
 SX0285
 SX0285;                    North         East    Units  Estimated Accuracy
 SX0285;SPC WA S     -   218,640.      502,630.      MT  (+/- 180 meters Scaled)
 SX0285
 SX0285                          SUPERSEDED SURVEY CONTROL
 SX0285
 SX0285  NGVD 29 (??/??/92) 1715.651  (m)         5628.77   (f) ADJ UNCH    2 0
 SX0285
 SX0285.Superseded values are not recommended for survey control.
 SX0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0285.See file dsdata.txt to determine how the superseded data were derived.
 SX0285
 SX0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT916416(NAD 83)
 SX0285_MARKER: DB = BENCH MARK DISK
 SX0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0285_STAMPING: D 310 1949
 SX0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0285+STABILITY: SURFACE MOTION
 SX0285
 SX0285  HISTORY     - Date     Condition        Report By
 SX0285  HISTORY     - 1949     MONUMENTED       CGS
 SX0285  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SX0285
 SX0285                          STATION DESCRIPTION
 SX0285
 SX0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0285'20.8 MI NE FROM LIBERTY.
 SX0285'0.1 MILE SOUTHWEST ALONG WILLIAMS CREEK ROAD FROM THE POST OFFICE AT
 SX0285'LIBERTY, THENCE 20.7 MILES NORTHEAST ALONG THE BEEHIVE ROAD, 0.1 MILE
 SX0285'NORTHEAST OF A SWITCH-BACK, ON THE OUTSIDE OF A CURVE, 46 FEET
 SX0285'SOUTHEAST OF A 10-INCH PINE TREE WITH A TRIANGLE BLAZE, 40 FEET
 SX0285'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.1 FEET WEST OF A WHITE
 SX0285'WOODEN WITNESS POST, 6 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 SX0285'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SX0285
 SX0285                          STATION RECOVERY (1990)
 SX0285
 SX0285'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SX0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0565 ***********************************************************************
 SX0565  DESIGNATION -  D 311
 SX0565  PID         -  SX0565
 SX0565  STATE/COUNTY-  WA/KITTITAS
 SX0565  USGS QUAD   -  LIBERTY (1989)
 SX0565
 SX0565                         *CURRENT SURVEY CONTROL
 SX0565  ___________________________________________________________________
 SX0565* NAD 83(1986)-  47 16 02.     (N)    120 40 15.     (W)     SCALED    
 SX0565* NAVD 88     -       865.181  (meters)    2838.51   (feet)  ADJUSTED  
 SX0565  ___________________________________________________________________
 SX0565  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 SX0565  DYNAMIC HT  -         865.175 (meters)    2838.49  (feet)  COMP
 SX0565  MODELED GRAV-     980,575.8   (mgal)                       NAVD 88
 SX0565
 SX0565  VERT ORDER  -  SECOND    CLASS 0
 SX0565
 SX0565.The horizontal coordinates were scaled from a topographic map and have
 SX0565.an estimated accuracy of +/- 6 seconds.
 SX0565
 SX0565.The orthometric height was determined by differential leveling
 SX0565.and adjusted by the National Geodetic Survey in June 1991..
 SX0565
 SX0565.The geoid height was determined by GEOID03.
 SX0565
 SX0565.The dynamic height is computed by dividing the NAVD 88
 SX0565.geopotential number by the normal gravity value computed on the
 SX0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0565.degrees latitude (g = 980.6199 gals.).
 SX0565
 SX0565.The modeled gravity was interpolated from observed gravity values.
 SX0565
 SX0565;                    North         East    Units  Estimated Accuracy
 SX0565;SPC WA S     -   214,970.      487,070.      MT  (+/- 180 meters Scaled)
 SX0565
 SX0565                          SUPERSEDED SURVEY CONTROL
 SX0565
 SX0565  NGVD 29 (??/??/92)  864.023  (m)         2834.72   (f) ADJ UNCH    2 0
 SX0565
 SX0565.Superseded values are not recommended for survey control.
 SX0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0565.See file dsdata.txt to determine how the superseded data were derived.
 SX0565
 SX0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT761374(NAD 83)
 SX0565_MARKER: DB = BENCH MARK DISK
 SX0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0565_STAMPING: D 311 1949
 SX0565_MARK LOGO: CGS   
 SX0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0565+STABILITY: SURFACE MOTION
 SX0565
 SX0565  HISTORY     - Date     Condition        Report By
 SX0565  HISTORY     - 1949     MONUMENTED       CGS
 SX0565  HISTORY     - 1982     GOOD             NGS
 SX0565  HISTORY     - 1988     GOOD             USPSQD
 SX0565
 SX0565                          STATION DESCRIPTION
 SX0565
 SX0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0565'1.1 MI N FROM LIBERTY.
 SX0565'0.1 MILE SOUTHWEST ALONG WILLIAMS CREEK ROAD FROM THE POST OFFICE AT
 SX0565'LIBERTY, THENCE 1.0 MILE NORTH ALONG THE BEEHIVE ROAD, AT THE NORTH
 SX0565'END OF A LONG CUT, ON THE OUTSIDE OF A CURVE, 0.1 MILE SOUTH OF A LOG
 SX0565'CABIN, 89 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD
 SX0565'LEADING WEST INTO THE WOODS AND A ROAD LEADING NORTHEAST TO A CABIN,
 SX0565'45 1/2 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE WEST END OF A
 SX0565'18-INCH WOODEN PIPE CULVERT, 32 FEET WEST OF THE CENTER LINE OF THE
 SX0565'ROAD, 1.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN
 SX0565'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 SX0565'ABOVE THE GROUND.
 SX0565
 SX0565                          STATION RECOVERY (1982)
 SX0565
 SX0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0565'RECOVERED IN GOOD CONDITION.
 SX0565
 SX0565                          STATION RECOVERY (1988)
 SX0565
 SX0565'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0527 ***********************************************************************
 SX0527  DESIGNATION -  D 312
 SX0527  PID         -  SX0527
 SX0527  STATE/COUNTY-  WA/KITTITAS
 SX0527  USGS QUAD   -  REECER CANYON (1985)
 SX0527
 SX0527                         *CURRENT SURVEY CONTROL
 SX0527  ___________________________________________________________________
 SX0527* NAD 83(1986)-  47 09 10.     (N)    120 31 08.     (W)     SCALED    
 SX0527* NAVD 88     -      1156.201  (meters)    3793.30   (feet)  ADJUSTED  
 SX0527  ___________________________________________________________________
 SX0527  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 SX0527  DYNAMIC HT  -        1156.109 (meters)    3793.00  (feet)  COMP
 SX0527  MODELED GRAV-     980,493.3   (mgal)                       NAVD 88
 SX0527
 SX0527  VERT ORDER  -  SECOND    CLASS 0
 SX0527
 SX0527.The horizontal coordinates were scaled from a topographic map and have
 SX0527.an estimated accuracy of +/- 6 seconds.
 SX0527
 SX0527.The orthometric height was determined by differential leveling
 SX0527.and adjusted by the National Geodetic Survey in June 1991..
 SX0527
 SX0527.The geoid height was determined by GEOID03.
 SX0527
 SX0527.The dynamic height is computed by dividing the NAVD 88
 SX0527.geopotential number by the normal gravity value computed on the
 SX0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0527.degrees latitude (g = 980.6199 gals.).
 SX0527
 SX0527.The modeled gravity was interpolated from observed gravity values.
 SX0527
 SX0527;                    North         East    Units  Estimated Accuracy
 SX0527;SPC WA S     -   202,240.      498,570.      MT  (+/- 180 meters Scaled)
 SX0527
 SX0527                          SUPERSEDED SURVEY CONTROL
 SX0527
 SX0527  NGVD 29 (??/??/92) 1154.999  (m)         3789.36   (f) ADJ UNCH    2 0
 SX0527
 SX0527.Superseded values are not recommended for survey control.
 SX0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0527.See file dsdata.txt to determine how the superseded data were derived.
 SX0527
 SX0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT880251(NAD 83)
 SX0527_MARKER: DB = BENCH MARK DISK
 SX0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0527_STAMPING: D 312 1949
 SX0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0527+STABILITY: SURFACE MOTION
 SX0527
 SX0527  HISTORY     - Date     Condition        Report By
 SX0527  HISTORY     - 1949     MONUMENTED       CGS
 SX0527
 SX0527                          STATION DESCRIPTION
 SX0527
 SX0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0527'13.6 MI N FROM ELLENSBURG.
 SX0527'3.6 MILES NORTHEAST ALONG THE COLOCKUM PASS ROAD FROM THE POST OFFICE
 SX0527'AT ELLENSBURG, THENCE 10.0 MILES NORTH ALONG WILSON CREEK ROAD, 0.4
 SX0527'MILE SOUTHEAST OF A TRACK ROAD LEADING NORTH, 0.2 MILE NORTHWEST OF A
 SX0527'TRACK ROAD LEADING WEST, AT THE CREST OF A ROCKY GRADE, 30 FEET
 SX0527'NORTHEAST OF THE CENTER LINE OF THE ROAD, 27 1/2 FEET EAST OF A
 SX0527'10-INCH FIR TREE WITH A TRIANGULAR BLAZE, 2.5 FEET SOUTHWEST OF A
 SX0527'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SX0527'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0760 ***********************************************************************
 SA0760  DESIGNATION -  D 313
 SA0760  PID         -  SA0760
 SA0760  STATE/COUNTY-  WA/GRANT
 SA0760  USGS QUAD   -  LOCKE ISLAND (1986)
 SA0760
 SA0760                         *CURRENT SURVEY CONTROL
 SA0760  ___________________________________________________________________
 SA0760* NAD 83(1986)-  46 40 51.     (N)    119 25 37.     (W)     SCALED    
 SA0760* NAVD 88     -       202.81   (+/-2cm)     665.4    (feet)  VERTCON   
 SA0760  ___________________________________________________________________
 SA0760  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SA0760
 SA0760  VERT ORDER  -  ? (See Below)
 SA0760
 SA0760.The horizontal coordinates were scaled from a topographic map and have
 SA0760.an estimated accuracy of +/- 6 seconds.
 SA0760
 SA0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0760.The vertical order pertains to the NGVD 29 superseded value.
 SA0760
 SA0760.The geoid height was determined by GEOID03.
 SA0760
 SA0760;                    North         East    Units  Estimated Accuracy
 SA0760;SPC WA S     -   150,330.      582,090.      MT  (+/- 180 meters Scaled)
 SA0760
 SA0760                          SUPERSEDED SURVEY CONTROL
 SA0760
 SA0760  NGVD 29 (??/??/92)  201.734  (m)          661.86   (f) ADJ UNCH    ?  
 SA0760
 SA0760.Superseded values are not recommended for survey control.
 SA0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0760.See file dsdata.txt to determine how the superseded data were derived.
 SA0760
 SA0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM143725(NAD 83)
 SA0760_MARKER: DD = SURVEY DISK
 SA0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0760_STAMPING: D 31 1937
 SA0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0760+STABILITY: SURFACE MOTION
 SA0760
 SA0760  HISTORY     - Date     Condition        Report By
 SA0760  HISTORY     - 1937     MONUMENTED       BOR
 SA0760  HISTORY     - 1967     GOOD             NGS
 SA0760
 SA0760                          STATION DESCRIPTION
 SA0760
 SA0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA0760'9.7 MI SE FROM WAHLUKE.
 SA0760'THE MARK IS IN THE SOUTHWEST QUARTER OF SEC. 22, T15N, R27E, 16 YARDS
 SA0760'SOUTH OF THE CENTER OF A BLACKTOP ROAD AND 12 YARDS EAST OF A
 SA0760'DEPRESSION IN THE 3-FOOT HIGH ROAD BANK (THIS IS WHERE THE ROAD
 SA0760'FORMERLY TURNED SOUTH).  MARK IS A BUREAU OF RECLAMATION DISK SET IN A
 SA0760'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  REACHED FROM THE
 SA0760'INTERSECTION OF THE IRRIGATION CANAL AND STATE HIGHWAY 24 (2.35 MILES
 SA0760'WEST OF THE GRANT-ADAMS COUNTY LINE), BY GOING WEST ON STATE HIGHWAY
 SA0760'24 FOR 0.4 MILE TO A BLACKTOP CROSSROAD WITH LOCKED GATES ON BOTH THE
 SA0760'ROAD NORTH AND SOUTH (KEY CAN BE OBTAINED AT THE FEDERAL BUILDING IN
 SA0760'RICHLAND), TURN LEFT AND GO SOUTH 3.95 MILES TO A BLACKTOP CROSSROAD,
 SA0760'TURN LEFT AND GO 0.3 MILE TO A DEPRESSION NEAR THE WESTERN END OF THE
 SA0760'THREE-FOOT HIGH ROAD BANK ON THE LEFT (AT THE POINT WHERE THE ROAD
 SA0760'BREAKS OVER A HILL, CROSSES A VALLEY, THEN ENTERS A DRAW AS IT
 SA0760'DESCENDS TOWARD THE RIVER) AND MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0521 ***********************************************************************
 SX0521  DESIGNATION -  D 313
 SX0521  PID         -  SX0521
 SX0521  STATE/COUNTY-  WA/KITTITAS
 SX0521  USGS QUAD   -  REECER CANYON (1985)
 SX0521
 SX0521                         *CURRENT SURVEY CONTROL
 SX0521  ___________________________________________________________________
 SX0521* NAD 83(1986)-  47 09 12.     (N)    120 33 23.     (W)     SCALED    
 SX0521* NAVD 88     -       965.657  (meters)    3168.16   (feet)  ADJUSTED  
 SX0521  ___________________________________________________________________
 SX0521  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 SX0521  DYNAMIC HT  -         965.600 (meters)    3167.97  (feet)  COMP
 SX0521  MODELED GRAV-     980,520.8   (mgal)                       NAVD 88
 SX0521
 SX0521  VERT ORDER  -  SECOND    CLASS 0
 SX0521
 SX0521.The horizontal coordinates were scaled from a topographic map and have
 SX0521.an estimated accuracy of +/- 6 seconds.
 SX0521
 SX0521.The orthometric height was determined by differential leveling
 SX0521.and adjusted by the National Geodetic Survey in June 1991..
 SX0521
 SX0521.The geoid height was determined by GEOID03.
 SX0521
 SX0521.The dynamic height is computed by dividing the NAVD 88
 SX0521.geopotential number by the normal gravity value computed on the
 SX0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0521.degrees latitude (g = 980.6199 gals.).
 SX0521
 SX0521.The modeled gravity was interpolated from observed gravity values.
 SX0521
 SX0521;                    North         East    Units  Estimated Accuracy
 SX0521;SPC WA S     -   202,300.      495,720.      MT  (+/- 180 meters Scaled)
 SX0521
 SX0521                          SUPERSEDED SURVEY CONTROL
 SX0521
 SX0521  NGVD 29 (??/??/92)  964.469  (m)         3164.26   (f) ADJ UNCH    2 0
 SX0521
 SX0521.Superseded values are not recommended for survey control.
 SX0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0521.See file dsdata.txt to determine how the superseded data were derived.
 SX0521
 SX0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT852251(NAD 83)
 SX0521_MARKER: DB = BENCH MARK DISK
 SX0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0521_STAMPING: D 313 1949
 SX0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0521+STABILITY: SURFACE MOTION
 SX0521
 SX0521  HISTORY     - Date     Condition        Report By
 SX0521  HISTORY     - 1949     MONUMENTED       CGS
 SX0521
 SX0521                          STATION DESCRIPTION
 SX0521
 SX0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0521'12.2 MI N FROM ELLENSBURG.
 SX0521'1.3 MILES WEST ALONG DRY CREEK ROAD FROM THE CHICAGO, MILWAUKEE, ST
 SX0521'PAUL AND PACIFIC RAILROAD STATION, THENCE 4.7 MILES NORTH ALONG REESER
 SX0521'CREEK ROAD, THENCE 3.2 MILES NORTH ALONG A COUNTY ROAD, THENCE 3.0
 SX0521'MILES NORTH ALONG A TRACK ROAD, ABOUT 100 FEET NORTH OF THE
 SX0521'APPROXIMATE CENTER OF A LONG HORSESHOE CURVE, AT THE Y JUNCTION OF A
 SX0521'DIM TRACK ROAD LEADING NORTH, 76 1/2 FEET WEST OF A 40-INCH LONE PINE
 SX0521'TREE, 36 FEET NORTHWEST OF THE CENTER LINE OF THE CENTER LINE OF THE
 SX0521'ROAD, 33 FEET EAST OF THE CENTER LINE OF THE DIM TRACK ROAD, 1.6 FEET
 SX0521'SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN
 SX0521'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0795 ***********************************************************************
 SW0795  DESIGNATION -  D 314
 SW0795  PID         -  SW0795
 SW0795  STATE/COUNTY-  WA/GRANT
 SW0795  USGS QUAD   -  EVERGREEN RIDGE (1966)
 SW0795
 SW0795                         *CURRENT SURVEY CONTROL
 SW0795  ___________________________________________________________________
 SW0795* NAD 83(1986)-  47 06 21.     (N)    119 59 49.     (W)     SCALED    
 SW0795* NAVD 88     -       300.189  (meters)     984.87   (feet)  ADJUSTED  
 SW0795  ___________________________________________________________________
 SW0795  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SW0795  DYNAMIC HT  -         300.213 (meters)     984.95  (feet)  COMP
 SW0795  MODELED GRAV-     980,684.6   (mgal)                       NAVD 88
 SW0795
 SW0795  VERT ORDER  -  SECOND    CLASS 0
 SW0795
 SW0795.The horizontal coordinates were scaled from a topographic map and have
 SW0795.an estimated accuracy of +/- 6 seconds.
 SW0795
 SW0795.The orthometric height was determined by differential leveling
 SW0795.and adjusted by the National Geodetic Survey in June 1991..
 SW0795
 SW0795.The geoid height was determined by GEOID03.
 SW0795
 SW0795.The dynamic height is computed by dividing the NAVD 88
 SW0795.geopotential number by the normal gravity value computed on the
 SW0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0795.degrees latitude (g = 980.6199 gals.).
 SW0795
 SW0795.The modeled gravity was interpolated from observed gravity values.
 SW0795
 SW0795;                    North         East    Units  Estimated Accuracy
 SW0795;SPC WA S     -   197,140.      538,180.      MT  (+/- 180 meters Scaled)
 SW0795
 SW0795                          SUPERSEDED SURVEY CONTROL
 SW0795
 SW0795  NGVD 29 (??/??/92)  299.061  (m)          981.17   (f) ADJ UNCH    2 0
 SW0795
 SW0795.Superseded values are not recommended for survey control.
 SW0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0795.See file dsdata.txt to determine how the superseded data were derived.
 SW0795
 SW0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN726212(NAD 83)
 SW0795_MARKER: DB = BENCH MARK DISK
 SW0795_SETTING: 66 = SET IN ROCK OUTCROP
 SW0795_SP_SET: ROCK OUTCROP
 SW0795_STAMPING: D 314 1949
 SW0795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0795+STABILITY: POSITION/ELEVATION WELL
 SW0795
 SW0795  HISTORY     - Date     Condition        Report By
 SW0795  HISTORY     - 1949     MONUMENTED       CGS
 SW0795
 SW0795                          STATION DESCRIPTION
 SW0795
 SW0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SW0795'6.8 MI W FROM BURK.
 SW0795'6.8 MILES WEST ALONG A COUNTY ROAD FROM THE ST. ANTHONY CATHOLIC
 SW0795'CHURCH AT BURKE, ON A FLAT BENCH BETWEEN THE COLUMBIA RIVER AND A HIGH
 SW0795'CLIFF, IN THE TOP OF AN OUTCROP, 7.2 FEET SOUTH OF THE NORTH END,
 SW0795'ABOUT 150 YARDS SOUTHWEST OF THE HIGHEST PART OF THE CLIFF, 245 FEET
 SW0795'NORTH OF THE CENTER OF THE JUNCTION OF A TRACK ROAD LEADING SOUTH, 66
 SW0795'FEET SOUTHEAST OF THE SOUTH END OF A PROMINENT 5-FOOT HIGH ROCK LEDGE,
 SW0795'AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0356 ***********************************************************************
 SX0356  DESIGNATION -  D 315
 SX0356  PID         -  SX0356
 SX0356  STATE/COUNTY-  WA/KITTITAS
 SX0356  USGS QUAD   -  CAPE HORN SE (1975)
 SX0356
 SX0356                         *CURRENT SURVEY CONTROL
 SX0356  ___________________________________________________________________
 SX0356* NAD 83(1986)-  47 07 19.     (N)    120 02 24.     (W)     SCALED    
 SX0356* NAVD 88     -       223.418  (meters)     733.00   (feet)  ADJUSTED  
 SX0356  ___________________________________________________________________
 SX0356  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 SX0356  DYNAMIC HT  -         223.435 (meters)     733.05  (feet)  COMP
 SX0356  MODELED GRAV-     980,684.5   (mgal)                       NAVD 88
 SX0356
 SX0356  VERT ORDER  -  SECOND    CLASS 0
 SX0356
 SX0356.The horizontal coordinates were scaled from a topographic map and have
 SX0356.an estimated accuracy of +/- 6 seconds.
 SX0356
 SX0356.The orthometric height was determined by differential leveling
 SX0356.and adjusted by the National Geodetic Survey in June 1991..
 SX0356
 SX0356.The geoid height was determined by GEOID03.
 SX0356
 SX0356.The dynamic height is computed by dividing the NAVD 88
 SX0356.geopotential number by the normal gravity value computed on the
 SX0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0356.degrees latitude (g = 980.6199 gals.).
 SX0356
 SX0356.The modeled gravity was interpolated from observed gravity values.
 SX0356
 SX0356;                    North         East    Units  Estimated Accuracy
 SX0356;SPC WA S     -   198,910.      534,900.      MT  (+/- 180 meters Scaled)
 SX0356
 SX0356                          SUPERSEDED SURVEY CONTROL
 SX0356
 SX0356  NGVD 29 (??/??/92)  222.286  (m)          729.28   (f) ADJ UNCH    2 0
 SX0356
 SX0356.Superseded values are not recommended for survey control.
 SX0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0356.See file dsdata.txt to determine how the superseded data were derived.
 SX0356
 SX0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT245229(NAD 83)
 SX0356_MARKER: DB = BENCH MARK DISK
 SX0356_SETTING: 80 = SET IN A BOULDER
 SX0356_STAMPING: D 315 1949
 SX0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0356+STABILITY: SURFACE MOTION
 SX0356
 SX0356  HISTORY     - Date     Condition        Report By
 SX0356  HISTORY     - 1949     MONUMENTED       CGS
 SX0356  HISTORY     - 1966     GOOD             USGS
 SX0356
 SX0356                          STATION DESCRIPTION
 SX0356
 SX0356'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SX0356'2.2 MI S FROM SUNSET RANCH.
 SX0356'0.4 MILES SOUTH ALONG BRUSHY ROAD FROM SUNSET RANCH (SITY ONLY),
 SX0356'THENCE 0.6 MILES SOUTH TO END OF ROAD IN DRY GULCH, THENCE 1.2 MILES
 SX0356'SOUTH ALONG ABANDONED WAGON ROAD AND A JEEP TRAIL, IN BRUSHY CREEK,
 SX0356'0.8 MI. NORTH OF BM J-314, WHICH IS NEAR JUNCTION OF QUILOMENE AND
 SX0356'BRUSHY CREEKS, IN THE TOP OF A 3X3 BOULDER, PROJECTING 1.0 FOOT ABOVE
 SX0356'THE GROUND, 79 FT. NORTH OF A GATE IN E-W FENCE LINE, 117 FT. WEST OF
 SX0356'BRUSHY CREEK, 29 FT. WEST OF JEEP TRAIL AND ABOUT 1 FOOT LOWER THAN
 SX0356'THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0219 ***********************************************************************
 SX0219  DESIGNATION -  D 316
 SX0219  PID         -  SX0219
 SX0219  STATE/COUNTY-  WA/KITTITAS
 SX0219  USGS QUAD   -  STRAY GULCH (1966)
 SX0219
 SX0219                         *CURRENT SURVEY CONTROL
 SX0219  ___________________________________________________________________
 SX0219* NAD 83(1986)-  47 08 38.     (N)    120 11 46.     (W)     SCALED    
 SX0219* NAVD 88     -      1158.267  (meters)    3800.08   (feet)  ADJUSTED  
 SX0219  ___________________________________________________________________
 SX0219  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 SX0219  DYNAMIC HT  -        1158.178 (meters)    3799.79  (feet)  COMP
 SX0219  MODELED GRAV-     980,494.8   (mgal)                       NAVD 88
 SX0219
 SX0219  VERT ORDER  -  SECOND    CLASS 0
 SX0219
 SX0219.The horizontal coordinates were scaled from a topographic map and have
 SX0219.an estimated accuracy of +/- 6 seconds.
 SX0219
 SX0219.The orthometric height was determined by differential leveling
 SX0219.and adjusted by the National Geodetic Survey in June 1991..
 SX0219
 SX0219.The geoid height was determined by GEOID03.
 SX0219
 SX0219.The dynamic height is computed by dividing the NAVD 88
 SX0219.geopotential number by the normal gravity value computed on the
 SX0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0219.degrees latitude (g = 980.6199 gals.).
 SX0219
 SX0219.The modeled gravity was interpolated from observed gravity values.
 SX0219
 SX0219;                    North         East    Units  Estimated Accuracy
 SX0219;SPC WA S     -   201,290.      523,050.      MT  (+/- 180 meters Scaled)
 SX0219
 SX0219                          SUPERSEDED SURVEY CONTROL
 SX0219
 SX0219  NGVD 29 (??/??/92) 1157.053  (m)         3796.10   (f) ADJ UNCH    2 0
 SX0219
 SX0219.Superseded values are not recommended for survey control.
 SX0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0219.See file dsdata.txt to determine how the superseded data were derived.
 SX0219
 SX0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT125249(NAD 83)
 SX0219_MARKER: DB = BENCH MARK DISK
 SX0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0219_STAMPING: D 316 1949
 SX0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0219+STABILITY: SURFACE MOTION
 SX0219
 SX0219  HISTORY     - Date     Condition        Report By
 SX0219  HISTORY     - 1949     MONUMENTED       CGS
 SX0219
 SX0219                          STATION DESCRIPTION
 SX0219
 SX0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0219'8.8 MI W FROM SUNSET RANCH.
 SX0219'8.8 MILES WEST ALONG THE BUSHY ROAD FROM THE SUNSET RANCH, 0.6 MILE
 SX0219'EAST OF THE JUNCTION OF A LOGGING ROAD LEADING NORTHEAST, IN A SMALL
 SX0219'SADDLE, ABOUT 304 FEET EAST OF AN 8-FOOT HIGH PROMINENT ROCKY PEAK, 25
 SX0219'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.2 FEET WEST OF A WITNESS
 SX0219'POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SX0219'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1695 ***********************************************************************
 SA1695  DESIGNATION -  D 317
 SA1695  PID         -  SA1695
 SA1695  STATE/COUNTY-  WA/BENTON
 SA1695  USGS QUAD   -  RIVERLAND (1986)
 SA1695
 SA1695                         *CURRENT SURVEY CONTROL
 SA1695  ___________________________________________________________________
 SA1695* NAD 83(1986)-  46 34 38.     (N)    119 41 34.     (W)     SCALED    
 SA1695* NAVD 88     -       245.009  (meters)     803.83   (feet)  ADJUSTED  
 SA1695  ___________________________________________________________________
 SA1695  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SA1695  DYNAMIC HT  -         245.022 (meters)     803.88  (feet)  COMP
 SA1695  MODELED GRAV-     980,663.0   (mgal)                       NAVD 88
 SA1695
 SA1695  VERT ORDER  -  SECOND    CLASS 0
 SA1695
 SA1695.The horizontal coordinates were scaled from a topographic map and have
 SA1695.an estimated accuracy of +/- 6 seconds.
 SA1695
 SA1695.The orthometric height was determined by differential leveling
 SA1695.and adjusted by the National Geodetic Survey in June 1991..
 SA1695
 SA1695.The geoid height was determined by GEOID03.
 SA1695
 SA1695.The dynamic height is computed by dividing the NAVD 88
 SA1695.geopotential number by the normal gravity value computed on the
 SA1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1695.degrees latitude (g = 980.6199 gals.).
 SA1695
 SA1695.The modeled gravity was interpolated from observed gravity values.
 SA1695
 SA1695;                    North         East    Units  Estimated Accuracy
 SA1695;SPC WA S     -   138,580.      561,870.      MT  (+/- 180 meters Scaled)
 SA1695
 SA1695                          SUPERSEDED SURVEY CONTROL
 SA1695
 SA1695  NGVD 29 (??/??/92)  243.943  (m)          800.34   (f) ADJ UNCH    2 0
 SA1695
 SA1695.Superseded values are not recommended for survey control.
 SA1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1695.See file dsdata.txt to determine how the superseded data were derived.
 SA1695
 SA1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM936617(NAD 83)
 SA1695_MARKER: DB = BENCH MARK DISK
 SA1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1695_STAMPING: D 317 1949
 SA1695_MARK LOGO: CGS   
 SA1695_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1695+STABILITY: SURFACE MOTION
 SA1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1695+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1992
 SA1695
 SA1695  HISTORY     - Date     Condition        Report By
 SA1695  HISTORY     - 1949     MONUMENTED       CGS
 SA1695  HISTORY     - 19921111 GOOD             CHANCE
 SA1695
 SA1695                          STATION DESCRIPTION
 SA1695
 SA1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1695'5.3 MI SE FROM RIVERLAND.
 SA1695'3.6 MILES SOUTH ALONG THE SUNNYSIDE HIGHWAY FROM THE CHICAGO,
 SA1695'MILWAUKEE, ST.PAUL AND PACIFIC RAILROAD STATION SIGN AT RIVERLAND,
 SA1695'THENCE 1.7 MILES EAST ALONG STATE HIGHWAY 11A, 116 FEET SOUTH OF AND
 SA1695'ACROSS THE HIGHWAY FROM POWER POLE D8-LI-109, 59.7 FEET SOUTH OF THE
 SA1695'CENTER LINE OF THE HIGHWAY, 1.9 FEET WEST OF A WITNESS POST, ABOUT 1
 SA1695'FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SA1695'PROJECTING 0.8 FOOT ABOVE GROUND.
 SA1695
 SA1695                          STATION RECOVERY (1992)
 SA1695
 SA1695'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (SDC)
 SA1695'THE STATION IS LOCATED APPROXIMATELY 30 MI (48.28 KM) NORTHWEST OF
 SA1695'RICHLAND, WA. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS
 SA1695'240, 24 EAST, 24 WEST, AND RTE. 11, PROCEED EAST ON RTE. 11 THROUGH
 SA1695'YAKIMA GATE FOR 1.7 MI (2.74 KM) TO THE STATION ON THE RIGHT,
 SA1695'PROJECTING 5 CM ABOVE GROUND SURFACE,  65.6 FT (19.99 M) EAST OF A 2.7
 SA1695'FT (0.82 M) ROCK, 58.7 FT (17.89 M) SOUTH OF THE CENTERLINE OF RTE.
 SA1695'11, AND 11.3 FT (3.44 M) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1254 ***********************************************************************
 SA1254  DESIGNATION -  D 318
 SA1254  PID         -  SA1254
 SA1254  STATE/COUNTY-  WA/BENTON
 SA1254  USGS QUAD   -  PROSSER (1965)
 SA1254
 SA1254                         *CURRENT SURVEY CONTROL
 SA1254  ___________________________________________________________________
 SA1254* NAD 83(1986)-  46 14 20.     (N)    119 47 22.     (W)     SCALED    
 SA1254* NAVD 88     -       253.952  (meters)     833.17   (feet)  ADJUSTED  
 SA1254  ___________________________________________________________________
 SA1254  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA1254  DYNAMIC HT  -         253.959 (meters)     833.20  (feet)  COMP
 SA1254  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 SA1254
 SA1254  VERT ORDER  -  SECOND    CLASS 0
 SA1254
 SA1254.The horizontal coordinates were scaled from a topographic map and have
 SA1254.an estimated accuracy of +/- 6 seconds.
 SA1254
 SA1254.The orthometric height was determined by differential leveling
 SA1254.and adjusted by the National Geodetic Survey in June 1991..
 SA1254
 SA1254.The geoid height was determined by GEOID03.
 SA1254
 SA1254.The dynamic height is computed by dividing the NAVD 88
 SA1254.geopotential number by the normal gravity value computed on the
 SA1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1254.degrees latitude (g = 980.6199 gals.).
 SA1254
 SA1254.The modeled gravity was interpolated from observed gravity values.
 SA1254
 SA1254;                    North         East    Units  Estimated Accuracy
 SA1254;SPC WA S     -   100,900.      554,800.      MT  (+/- 180 meters Scaled)
 SA1254
 SA1254                          SUPERSEDED SURVEY CONTROL
 SA1254
 SA1254  NGVD 29 (??/??/92)  252.912  (m)          829.76   (f) ADJ UNCH    2 0
 SA1254
 SA1254.Superseded values are not recommended for survey control.
 SA1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1254.See file dsdata.txt to determine how the superseded data were derived.
 SA1254
 SA1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM849243(NAD 83)
 SA1254_MARKER: DB = BENCH MARK DISK
 SA1254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA1254_SP_SET: BRIDGE
 SA1254_STAMPING: D 318 1949
 SA1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA1254
 SA1254  HISTORY     - Date     Condition        Report By
 SA1254  HISTORY     - 1949     MONUMENTED       CGS
 SA1254  HISTORY     - 20020225 MARK NOT FOUND   WADT
 SA1254
 SA1254                          STATION DESCRIPTION
 SA1254
 SA1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1254'2.7 MI N FROM PROSSER.
 SA1254'1.2 MILES NORTHWEST ALONG U. S. HIGHWAY 410 FROM THE NORTHERN PACIFIC
 SA1254'RAILWAY STATION AT PROSSER, THENCE 1.5 MILES NORTH ALONG GAP ROAD, AT
 SA1254'THE NORTH END OF A BRIDGE OVER A CANAL, IN TOP OF THE NORTHEAST
 SA1254'CONCRETE WING WALL, 1.5 FEET SOUTHWEST OF THE NORTHEAST END, 12 1/2
 SA1254'FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE
 SA1254'ROAD.
 SA1254
 SA1254                          STATION RECOVERY (2002)
 SA1254
 SA1254'RECOVERY NOTE BY WA DEPT OF TRANSP 2002 (ELS)
 SA1254'OLD BRIDGE WAS REPLACED WITH A NEW STRUCTURE. PART OF THE OLD BRIDGE
 SA1254'PAVEMENT SEAT IS UNDER THE NEW BRIDGE, BUT THE OLD WING WALLS HAVE
 SA1254'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1279 ***********************************************************************
 SA1279  DESIGNATION -  D 319
 SA1279  PID         -  SA1279
 SA1279  STATE/COUNTY-  WA/BENTON
 SA1279  USGS QUAD   -  SNIVELY BASIN (1974)
 SA1279
 SA1279                         *CURRENT SURVEY CONTROL
 SA1279  ___________________________________________________________________
 SA1279* NAD 83(1986)-  46 29 33.     (N)    119 39 53.     (W)     SCALED    
 SA1279* NAVD 88     -       196.256  (meters)     643.88   (feet)  ADJUSTED  
 SA1279  ___________________________________________________________________
 SA1279  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA1279  DYNAMIC HT  -         196.257 (meters)     643.89  (feet)  COMP
 SA1279  MODELED GRAV-     980,617.5   (mgal)                       NAVD 88
 SA1279
 SA1279  VERT ORDER  -  SECOND    CLASS 0
 SA1279
 SA1279.The horizontal coordinates were scaled from a topographic map and have
 SA1279.an estimated accuracy of +/- 6 seconds.
 SA1279
 SA1279.The orthometric height was determined by differential leveling
 SA1279.and adjusted by the National Geodetic Survey in June 1991..
 SA1279
 SA1279.The geoid height was determined by GEOID03.
 SA1279
 SA1279.The dynamic height is computed by dividing the NAVD 88
 SA1279.geopotential number by the normal gravity value computed on the
 SA1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1279.degrees latitude (g = 980.6199 gals.).
 SA1279
 SA1279.The modeled gravity was interpolated from observed gravity values.
 SA1279
 SA1279;                    North         East    Units  Estimated Accuracy
 SA1279;SPC WA S     -   129,180.      564,120.      MT  (+/- 180 meters Scaled)
 SA1279
 SA1279                          SUPERSEDED SURVEY CONTROL
 SA1279
 SA1279  NGVD 29 (??/??/92)  195.183  (m)          640.36   (f) ADJ UNCH    2 0
 SA1279
 SA1279.Superseded values are not recommended for survey control.
 SA1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1279.See file dsdata.txt to determine how the superseded data were derived.
 SA1279
 SA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM955522(NAD 83)
 SA1279_MARKER: DB = BENCH MARK DISK
 SA1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1279_STAMPING: D 319 1949
 SA1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1279+STABILITY: SURFACE MOTION
 SA1279
 SA1279  HISTORY     - Date     Condition        Report By
 SA1279  HISTORY     - 1949     MONUMENTED       CGS
 SA1279
 SA1279                          STATION DESCRIPTION
 SA1279
 SA1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1279'0.6 MI SW FROM BENSON RANCH.
 SA1279'0.6 MILE SOUTHWEST ALONG A COUNTY GRADED ROAD FROM BENSON RANCH, 0.4
 SA1279'MILE EAST OF THE JUNCTION WITH A ROAD LEADING NORTHEAST, AT THE T
 SA1279'JUNCTION OF A GRADED ROAD LEADING EAST, AND A POINT WHERE THE ROAD
 SA1279'MAKES A RIGHT ANGLE TURN, ABOUT 150 YARDS SOUTH OF AN OLD SHED, 45
 SA1279'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.8 FEET WEST OF A WITNESS
 SA1279'POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SA1279'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0425 ***********************************************************************
 TO0425  DESIGNATION -  D 32
 TO0425  PID         -  TO0425
 TO0425  STATE/COUNTY-  WA/STEVENS
 TO0425  USGS QUAD   -  FOREST CENTER (1980)
 TO0425
 TO0425                         *CURRENT SURVEY CONTROL
 TO0425  ___________________________________________________________________
 TO0425* NAD 83(1986)-  48 02 24.     (N)    117 52 23.     (W)     SCALED    
 TO0425* NAVD 88     -       659.702  (meters)    2164.37   (feet)  ADJUSTED  
 TO0425  ___________________________________________________________________
 TO0425  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TO0425  DYNAMIC HT  -         659.735 (meters)    2164.48  (feet)  COMP
 TO0425  MODELED GRAV-     980,641.3   (mgal)                       NAVD 88
 TO0425
 TO0425  VERT ORDER  -  FIRST     CLASS II
 TO0425
 TO0425.The horizontal coordinates were scaled from a topographic map and have
 TO0425.an estimated accuracy of +/- 6 seconds.
 TO0425
 TO0425.The orthometric height was determined by differential leveling
 TO0425.and adjusted by the National Geodetic Survey in June 1991..
 TO0425
 TO0425.The geoid height was determined by GEOID03.
 TO0425
 TO0425.The dynamic height is computed by dividing the NAVD 88
 TO0425.geopotential number by the normal gravity value computed on the
 TO0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0425.degrees latitude (g = 980.6199 gals.).
 TO0425
 TO0425.The modeled gravity was interpolated from observed gravity values.
 TO0425
 TO0425;                    North         East    Units  Estimated Accuracy
 TO0425;SPC WA N     -   119,870.      720,670.      MT  (+/- 180 meters Scaled)
 TO0425
 TO0425                          SUPERSEDED SURVEY CONTROL
 TO0425
 TO0425  NGVD 29 (??/??/92)  658.468  (m)         2160.32   (f) ADJ UNCH    1 2
 TO0425
 TO0425.Superseded values are not recommended for survey control.
 TO0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0425.See file dsdata.txt to determine how the superseded data were derived.
 TO0425
 TO0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP349211(NAD 83)
 TO0425_MARKER: DB = BENCH MARK DISK
 TO0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0425_STAMPING: D 32 1933
 TO0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0425+STABILITY: SURFACE MOTION
 TO0425
 TO0425  HISTORY     - Date     Condition        Report By
 TO0425  HISTORY     - 1933     MONUMENTED       CGS
 TO0425  HISTORY     - 1969     GOOD             NGS
 TO0425
 TO0425                          STATION DESCRIPTION
 TO0425
 TO0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TO0425'7.4 MI W FROM SPRINGDALE.
 TO0425'THE MARK IS 6.6 MILES WEST ALONG THE SPRINGDALE-HUNTERS ROAD FROM ITS
 TO0425'JUNCTION WITH STATE HIGHWAY 231, 75 YARDS SOUTHWEST OF THE NORTHEAST
 TO0425'END OF A STRAIGHT STRETCH OF ROAD, 25 FEET SOUTHEAST OF THE CENTER OF
 TO0425'THE ROAD, 2 FEET NORTHWEST OF A FENCELINE AND ONE FOOT NORTHWEST OF A
 TO0425'METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN A SQUARE
 TO0425'CONCRETE POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1748 ***********************************************************************
 SA1748  DESIGNATION -  D 320
 SA1748  PID         -  SA1748
 SA1748  STATE/COUNTY-  WA/BENTON
 SA1748  USGS QUAD   -  EMERSON NIPPLE (1975)
 SA1748
 SA1748                         *CURRENT SURVEY CONTROL
 SA1748  ___________________________________________________________________
 SA1748* NAD 83(1986)-  46 36 00.     (N)    119 51 00.     (W)     SCALED    
 SA1748* NAVD 88     -       563.121  (meters)    1847.51   (feet)  ADJUSTED  
 SA1748  ___________________________________________________________________
 SA1748  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SA1748  DYNAMIC HT  -         563.152 (meters)    1847.61  (feet)  COMP
 SA1748  MODELED GRAV-     980,651.2   (mgal)                       NAVD 88
 SA1748
 SA1748  VERT ORDER  -  SECOND    CLASS 0
 SA1748
 SA1748.The horizontal coordinates were scaled from a topographic map and have
 SA1748.an estimated accuracy of +/- 6 seconds.
 SA1748
 SA1748.The orthometric height was determined by differential leveling
 SA1748.and adjusted by the National Geodetic Survey in June 1991..
 SA1748
 SA1748.The geoid height was determined by GEOID03.
 SA1748
 SA1748.The dynamic height is computed by dividing the NAVD 88
 SA1748.geopotential number by the normal gravity value computed on the
 SA1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1748.degrees latitude (g = 980.6199 gals.).
 SA1748
 SA1748.The modeled gravity was interpolated from observed gravity values.
 SA1748
 SA1748;                    North         East    Units  Estimated Accuracy
 SA1748;SPC WA S     -   141,000.      549,800.      MT  (+/- 180 meters Scaled)
 SA1748
 SA1748                          SUPERSEDED SURVEY CONTROL
 SA1748
 SA1748  NGVD 29 (??/??/92)  562.058  (m)         1844.02   (f) ADJ UNCH    2 0
 SA1748
 SA1748.Superseded values are not recommended for survey control.
 SA1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1748.See file dsdata.txt to determine how the superseded data were derived.
 SA1748
 SA1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM817646(NAD 83)
 SA1748_MARKER: DB = BENCH MARK DISK
 SA1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1748_STAMPING: D 320 1949
 SA1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1748+STABILITY: SURFACE MOTION
 SA1748
 SA1748  HISTORY     - Date     Condition        Report By
 SA1748  HISTORY     - 1949     MONUMENTED       CGS
 SA1748  HISTORY     - 1965     MARK NOT FOUND   USGS
 SA1748
 SA1748                          STATION DESCRIPTION
 SA1748
 SA1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1748'7.9 MI SW FROM RIVERLAND.
 SA1748'5.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SA1748'RAILROAD FROM THE SIDING SIGN AT RIVERLAND, THENCE 1.3 MILES SOUTH
 SA1748'ALONG A DEEP RAVINE, THENCE 0.7 MILE SOUTH ALONG A TRACK ROAD, 0.9
 SA1748'MILE NORTH OF BENCH-MARK Z 308 AND THE JUNCTION OF THE COLD CREEK
 SA1748'ROAD, ABOUT 0.7 MILE SOUTH OF THE TOP OF A RIDGE DIVIDING THE COLUMBIA
 SA1748'RIVER AND THE COLD CREEK VALLEY, ABOUT 0.2 MILE EAST OF A HIGH
 SA1748'PROMINENT HILL, ABOUT 200 YARDS NORTHEAST OF A CREEK CROSSING, 14 FEET
 SA1748'WEST OF THE CENTER LINE OF THE ROAD, 2.1 FEET SOUTH OF A WITNESS POST,
 SA1748'ABOUT 2 FEET LOWER THAN THE ROAD, AND IN THE TOP OF A CONCRETE POST
 SA1748'PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- AREA CULTIVATED.
 SA1748
 SA1748                          STATION RECOVERY (1965)
 SA1748
 SA1748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA1748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1299 ***********************************************************************
 SA1299  DESIGNATION -  D 321
 SA1299  PID         -  SA1299
 SA1299  STATE/COUNTY-  WA/BENTON
 SA1299  USGS QUAD   -  CORRAL CANYON (1977)
 SA1299
 SA1299                         *CURRENT SURVEY CONTROL
 SA1299  ___________________________________________________________________
 SA1299* NAD 83(1986)-  46 22 25.     (N)    119 32 00.     (W)     SCALED    
 SA1299* NAVD 88     -       404.313  (meters)    1326.48   (feet)  ADJUSTED  
 SA1299  ___________________________________________________________________
 SA1299  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA1299  DYNAMIC HT  -         404.319 (meters)    1326.50  (feet)  COMP
 SA1299  MODELED GRAV-     980,618.1   (mgal)                       NAVD 88
 SA1299
 SA1299  VERT ORDER  -  SECOND    CLASS 0
 SA1299
 SA1299.The horizontal coordinates were scaled from a topographic map and have
 SA1299.an estimated accuracy of +/- 6 seconds.
 SA1299
 SA1299.The orthometric height was determined by differential leveling
 SA1299.and adjusted by the National Geodetic Survey in June 1991..
 SA1299
 SA1299.The geoid height was determined by GEOID03.
 SA1299
 SA1299.The dynamic height is computed by dividing the NAVD 88
 SA1299.geopotential number by the normal gravity value computed on the
 SA1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1299.degrees latitude (g = 980.6199 gals.).
 SA1299
 SA1299.The modeled gravity was interpolated from observed gravity values.
 SA1299
 SA1299;                    North         East    Units  Estimated Accuracy
 SA1299;SPC WA S     -   116,080.      574,370.      MT  (+/- 180 meters Scaled)
 SA1299
 SA1299                          SUPERSEDED SURVEY CONTROL
 SA1299
 SA1299  NGVD 29 (??/??/92)  403.259  (m)         1323.03   (f) ADJ UNCH    2 0
 SA1299
 SA1299.Superseded values are not recommended for survey control.
 SA1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1299.See file dsdata.txt to determine how the superseded data were derived.
 SA1299
 SA1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM051386(NAD 83)
 SA1299_MARKER: DB = BENCH MARK DISK
 SA1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1299_STAMPING: D 321 1949
 SA1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1299+STABILITY: SURFACE MOTION
 SA1299
 SA1299  HISTORY     - Date     Condition        Report By
 SA1299  HISTORY     - 1949     MONUMENTED       CGS
 SA1299
 SA1299                          STATION DESCRIPTION
 SA1299
 SA1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1299'18.6 MI NE FROM WHITSTRAN.
 SA1299'1.7 MILES NORTHEAST ALONG THE BENTON CITY HIGHWAY FROM THE GRAMMAR
 SA1299'SCHOOL AT WHITSTRAN, THENCE 7.8 MILES NORTH ALONG CASE ROAD, THENCE
 SA1299'1.0 MILE EAST ALONG AN ABANDONED DIRT ROAD, THENCE 1.1 MILES NORTH
 SA1299'ALONG A COUNTY GRADED ROAD, THENCE 2.4 MILES SOUTHEAST ALONG A TRACK
 SA1299'ROAD, THENCE 3.4 MILES NORTHEAST ALONG A TRACK ROAD, THENCE 1.2 MILES
 SA1299'NORTHEAST ALONG A GRADED ROAD, NEAR THE FOOT OF THE NORTHEAST SLOPE OF
 SA1299'RATTLESNAKE RIDGE, 110 YARDS NORTH OF THE NORTHWEST CORNER OF A
 SA1299'CONCRETE WATER STORAGE TANK, 208 FEET SOUTHWEST OF THE Y JUNCTION OF A
 SA1299'ROAD NORTH AT THE APPROXIMATE CENTER OF A CURVE, 79.4 FEET WEST OF THE
 SA1299'NORTHWEST CORNER OF A CORRAL FENCE, 40 1/2 FEET SOUTHEAST OF THE
 SA1299'CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 SA1299'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SA1299'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1719 ***********************************************************************
 SA1719  DESIGNATION -  D 322
 SA1719  PID         -  SA1719
 SA1719  STATE/COUNTY-  WA/BENTON
 SA1719  USGS QUAD   -  RIVERLAND (1986)
 SA1719
 SA1719                         *CURRENT SURVEY CONTROL
 SA1719  ___________________________________________________________________
 SA1719* NAD 83(1986)-  46 30 33.     (N)    119 39 31.     (W)     SCALED    
 SA1719* NAVD 88     -       195.014  (meters)     639.81   (feet)  ADJUSTED  
 SA1719  ___________________________________________________________________
 SA1719  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SA1719  DYNAMIC HT  -         195.019 (meters)     639.82  (feet)  COMP
 SA1719  MODELED GRAV-     980,639.9   (mgal)                       NAVD 88
 SA1719
 SA1719  VERT ORDER  -  SECOND    CLASS 0
 SA1719
 SA1719.The horizontal coordinates were scaled from a topographic map and have
 SA1719.an estimated accuracy of +/- 6 seconds.
 SA1719
 SA1719.The orthometric height was determined by differential leveling
 SA1719.and adjusted by the National Geodetic Survey in June 1991..
 SA1719
 SA1719.The geoid height was determined by GEOID03.
 SA1719
 SA1719.The dynamic height is computed by dividing the NAVD 88
 SA1719.geopotential number by the normal gravity value computed on the
 SA1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1719.degrees latitude (g = 980.6199 gals.).
 SA1719
 SA1719.The modeled gravity was interpolated from observed gravity values.
 SA1719
 SA1719;                    North         East    Units  Estimated Accuracy
 SA1719;SPC WA S     -   131,040.      564,570.      MT  (+/- 180 meters Scaled)
 SA1719
 SA1719                          SUPERSEDED SURVEY CONTROL
 SA1719
 SA1719  NGVD 29 (??/??/92)  193.946  (m)          636.30   (f) ADJ UNCH    2 0
 SA1719
 SA1719.Superseded values are not recommended for survey control.
 SA1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1719.See file dsdata.txt to determine how the superseded data were derived.
 SA1719
 SA1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM960540(NAD 83)
 SA1719_MARKER: DB = BENCH MARK DISK
 SA1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1719_STAMPING: D 322 1949
 SA1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1719+STABILITY: SURFACE MOTION
 SA1719
 SA1719  HISTORY     - Date     Condition        Report By
 SA1719  HISTORY     - 1949     MONUMENTED       CGS
 SA1719  HISTORY     - 1974     GOOD             USGS
 SA1719  HISTORY     - 1983     MARK NOT FOUND   USGS
 SA1719
 SA1719                          STATION DESCRIPTION
 SA1719
 SA1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1719'0.9 MI N FROM BENSON RANCH.
 SA1719'0.9 MILE NORTH ALONG A COUNTY GRADED ROAD FROM BENSON RANCH SITE AT A
 SA1719'TRACK CROSS ROAD, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 10 FEET
 SA1719'NORTH OF THE CENTER LINE OF THE TRACK ROAD, 2.8 FEET WEST OF A WITNESS
 SA1719'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SA1719'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- BM D 322
 SA1719'IS 0.7 MILE NORTH OF THE JUNCTION OF TWO COUNTY GRADED ROADS. NOTE--
 SA1719'BM IS ALSO ABOUT 600 FT. SOUTH OF STATE HWY 240 ALONG ROAD AT AEC GATE
 SA1719'NO. 117.  WHICH IS 25.8 MILES NORTH ON HWY 240 FROM THE POST OFFICE IN
 SA1719'RICHLAND.
 SA1719
 SA1719                          STATION RECOVERY (1974)
 SA1719
 SA1719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA1719'RECOVERED IN GOOD CONDITION.
 SA1719
 SA1719                          STATION RECOVERY (1983)
 SA1719
 SA1719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 SA1719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0697 ***********************************************************************
 SA0697  DESIGNATION -  D 322
 SA0697  PID         -  SA0697
 SA0697  STATE/COUNTY-  WA/FRANKLIN
 SA0697  USGS QUAD   -  SCOOTENEY RESERVOIR (1986)
 SA0697
 SA0697                         *CURRENT SURVEY CONTROL
 SA0697  ___________________________________________________________________
 SA0697* NAD 83(1986)-  46 39 55.     (N)    119 00 22.     (W)     SCALED    
 SA0697* NAVD 88     -       302.68   (+/-2cm)     993.0    (feet)  VERTCON   
 SA0697  ___________________________________________________________________
 SA0697  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SA0697
 SA0697  VERT ORDER  -  ? (See Below)
 SA0697
 SA0697.The horizontal coordinates were scaled from a topographic map and have
 SA0697.an estimated accuracy of +/- 6 seconds.
 SA0697
 SA0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0697.The vertical order pertains to the NGVD 29 superseded value.
 SA0697
 SA0697.The geoid height was determined by GEOID03.
 SA0697
 SA0697;                    North         East    Units  Estimated Accuracy
 SA0697;SPC WA S     -   149,130.      614,310.      MT  (+/- 180 meters Scaled)
 SA0697
 SA0697                          SUPERSEDED SURVEY CONTROL
 SA0697
 SA0697  NGVD 29 (??/??/92)  301.574  (m)          989.41   (f) ADJ UNCH    ?  
 SA0697
 SA0697.Superseded values are not recommended for survey control.
 SA0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0697.See file dsdata.txt to determine how the superseded data were derived.
 SA0697
 SA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM465699(NAD 83)
 SA0697_MARKER: DD = SURVEY DISK
 SA0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0697_STAMPING: D 322 1938
 SA0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0697+STABILITY: SURFACE MOTION
 SA0697
 SA0697  HISTORY     - Date     Condition        Report By
 SA0697  HISTORY     - 1938     MONUMENTED       BOR
 SA0697  HISTORY     - 1965     MARK NOT FOUND   USGS
 SA0697
 SA0697                          STATION DESCRIPTION
 SA0697
 SA0697'DESCRIBED BY US BUREAU OF RECLAMATION 1938
 SA0697'7 MI W FROM CONNELL.
 SA0697'7 MILES WEST ALONG A ROAD FROM CONNELL, FRANKLIN COUNTY, ABOUT 80 FEET
 SA0697'NORTH OF A ROW OF POLES, 47 FEET NORTH OF THE CENTER LINE AND TANGENT
 SA0697'POINT ON CURVE OF AN EAST-AND-WEST ROAD, 26.2 FEET NORTH OF A CORNER
 SA0697'GATEPOST, AND ON A NORTH-AND-SOUTH FENCE LINE.  A UNITED STATES BUREAU
 SA0697'OF RECLAMATION STANDARD DISK, STAMPED D 322 1938 AND SET IN THE TOP OF
 SA0697'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 SA0697
 SA0697                          STATION RECOVERY (1965)
 SA0697
 SA0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0983 ***********************************************************************
 SA0983  DESIGNATION -  D 323
 SA0983  PID         -  SA0983
 SA0983  STATE/COUNTY-  WA/BENTON
 SA0983  USGS QUAD   -  RICHLAND (1992)
 SA0983
 SA0983                         *CURRENT SURVEY CONTROL
 SA0983  ___________________________________________________________________
 SA0983* NAD 83(1986)-  46 17 38.     (N)    119 16 24.     (W)     SCALED    
 SA0983* NAVD 88     -       110.307  (meters)     361.90   (feet)  ADJUSTED  
 SA0983  ___________________________________________________________________
 SA0983  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SA0983  DYNAMIC HT  -         110.312 (meters)     361.92  (feet)  COMP
 SA0983  MODELED GRAV-     980,655.8   (mgal)                       NAVD 88
 SA0983
 SA0983  VERT ORDER  -  SECOND    CLASS 0
 SA0983
 SA0983.The horizontal coordinates were scaled from a topographic map and have
 SA0983.an estimated accuracy of +/- 6 seconds.
 SA0983
 SA0983.The orthometric height was determined by differential leveling
 SA0983.and adjusted by the National Geodetic Survey in June 1991..
 SA0983
 SA0983.The geoid height was determined by GEOID03.
 SA0983
 SA0983.The dynamic height is computed by dividing the NAVD 88
 SA0983.geopotential number by the normal gravity value computed on the
 SA0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0983.degrees latitude (g = 980.6199 gals.).
 SA0983
 SA0983.The modeled gravity was interpolated from observed gravity values.
 SA0983
 SA0983;                    North         East    Units  Estimated Accuracy
 SA0983;SPC WA S     -   107,500.      594,510.      MT  (+/- 180 meters Scaled)
 SA0983
 SA0983                          SUPERSEDED SURVEY CONTROL
 SA0983
 SA0983  NGVD 29 (??/??/92)  109.272  (m)          358.50   (f) ADJ UNCH    2 0
 SA0983
 SA0983.Superseded values are not recommended for survey control.
 SA0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0983.See file dsdata.txt to determine how the superseded data were derived.
 SA0983
 SA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM249292(NAD 83)
 SA0983_MARKER: DB = BENCH MARK DISK
 SA0983_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0983_SP_SET: BUILDING
 SA0983_STAMPING: D 323 1949
 SA0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0983
 SA0983  HISTORY     - Date     Condition        Report By
 SA0983  HISTORY     - 1949     MONUMENTED       CGS
 SA0983  HISTORY     - 1974     GOOD             USGS
 SA0983  HISTORY     - 19900515 MARK NOT FOUND   USPSQD
 SA0983  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SA0983
 SA0983                          STATION DESCRIPTION
 SA0983
 SA0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA0983'IN RICHLAND.
 SA0983'AT RICHLAND, 1.2 MILES NORTH ALONG GEORGE WASHINGTON WAY FROM THE POST
 SA0983'OFFICE, AT THE INTERSECTION OF VAN GIESEN STREET, AT THE JEFFERSON
 SA0983'GRADE SCHOOL, SET VERTICALLY IN THE WEST WALL OF THE CONCRETE
 SA0983'FOUNDATION, 0.7 FOOT SOUTH OF THE NORTHWEST CORNER AND 1.2 FEET ABOVE
 SA0983'GROUND.  NOTE-- ALL REFERENCE TO THE POST OFFICE IN RICHLAND IN THIS
 SA0983'LINE NO.8 IS TO THE OLD LOCATION AT THE SOUTHWEST CORNER OF GEORGE
 SA0983'WASHINGTON WAY AND KNIGHT STREET-THE PRESENT POST OFFICE IS LOCATED
 SA0983'ONE BLOCK NORTH AND ONE BLOCK WEST OF THAT INTERSECTION-DATE OF THE
 SA0983'CHANGE WAS 1968.
 SA0983
 SA0983                          STATION RECOVERY (1974)
 SA0983
 SA0983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA0983'RECOVERED IN GOOD CONDITION.
 SA0983
 SA0983                          STATION RECOVERY (1990)
 SA0983
 SA0983'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAT)
 SA0983'MARK NOT FOUND.
 SA0983
 SA0983                          STATION RECOVERY (2001)
 SA0983
 SA0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SA0983'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1050 ***********************************************************************
 SA1050  DESIGNATION -  D 324
 SA1050  PID         -  SA1050
 SA1050  STATE/COUNTY-  WA/BENTON
 SA1050  USGS QUAD   -  RICHLAND (1992)
 SA1050
 SA1050                         *CURRENT SURVEY CONTROL
 SA1050  ___________________________________________________________________
 SA1050* NAD 83(1986)-  46 21 09.     (N)    119 19 35.     (W)     SCALED    
 SA1050* NAVD 88     -       136.529  (meters)     447.93   (feet)  ADJUSTED  
 SA1050  ___________________________________________________________________
 SA1050  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SA1050  DYNAMIC HT  -         136.534 (meters)     447.95  (feet)  COMP
 SA1050  MODELED GRAV-     980,654.6   (mgal)                       NAVD 88
 SA1050
 SA1050  VERT ORDER  -  SECOND    CLASS 0
 SA1050
 SA1050.The horizontal coordinates were scaled from a topographic map and have
 SA1050.an estimated accuracy of +/- 6 seconds.
 SA1050
 SA1050.The orthometric height was determined by differential leveling
 SA1050.and adjusted by the National Geodetic Survey in January 1997..
 SA1050
 SA1050.The geoid height was determined by GEOID03.
 SA1050
 SA1050.The dynamic height is computed by dividing the NAVD 88
 SA1050.geopotential number by the normal gravity value computed on the
 SA1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1050.degrees latitude (g = 980.6199 gals.).
 SA1050
 SA1050.The modeled gravity was interpolated from observed gravity values.
 SA1050
 SA1050;                    North         East    Units  Estimated Accuracy
 SA1050;SPC WA S     -   113,950.      590,320.      MT  (+/- 180 meters Scaled)
 SA1050
 SA1050                          SUPERSEDED SURVEY CONTROL
 SA1050
 SA1050  NAVD 88 (06/15/91)  136.534  (m)          447.95   (f) UNKNOWN     2 0
 SA1050  NGVD 29 (??/??/92)  135.493  (m)          444.53   (f) ADJ UNCH    2 0
 SA1050
 SA1050.Superseded values are not recommended for survey control.
 SA1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1050.See file dsdata.txt to determine how the superseded data were derived.
 SA1050
 SA1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM210358(NAD 83)
 SA1050_MARKER: DB = BENCH MARK DISK
 SA1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1050_STAMPING: D 324 1949
 SA1050_MARK LOGO: CGS   
 SA1050_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1050+STABILITY: SURFACE MOTION
 SA1050
 SA1050  HISTORY     - Date     Condition        Report By
 SA1050  HISTORY     - 1949     MONUMENTED       CGS
 SA1050  HISTORY     - 19920909 GOOD             CHANCE
 SA1050  HISTORY     - 20060825 GOOD             GEOCAC
 SA1050
 SA1050                          STATION DESCRIPTION
 SA1050
 SA1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1050'7.8 MI N FROM RICHLAND.
 SA1050'5.2 MILES NORTH ALONG GEORGE WASHINGTON WAY FROM THE POST OFFICE AT
 SA1050'RICHLAND, THENCE 2.6 MILES WEST ALONG HORN RAPIDS ROAD, NEAR THE WEST
 SA1050'END OF A SHORT 5-FOOT-HIGH FILL AND THE EAST END OF A SMALL CUT, 64
 SA1050'1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.4 FEET WEST OF A
 SA1050'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 SA1050'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 SA1050
 SA1050                          STATION RECOVERY (1992)
 SA1050
 SA1050'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (MRM)
 SA1050'MARK IS APPROXIMATELY 5 MI (8.05 KM) NORTH-NORTHWEST OF RICHLAND,WA.
 SA1050'TO REACH THE STATION FROM THE INTERSECTION OF STEVENS ROAD AND HORN
 SA1050'RAPIDS ROAD (WHICH IS APPROXIMATELY 5 MI (8.05 KM) NORTH OF DOWNTOWN
 SA1050'RICHLAND), PROCEED WEST ON HORN RAPIDS ROAD FOR 2.1 MI (3.38 KM) TO
 SA1050'THE STATION ON THE RIGHT.  THE STATION IS PROJECTING 0.7 FT. THE
 SA1050'STATION IS 70 FT (21.34 M) NORTHWEST OF A TELEPHONE JUNCTION ASSEMBLY,
 SA1050'70 FT (21.34 M) NORTH OF CENTERLINE OF HORN RAPIDS ROAD, 2.5 FT (0.76
 SA1050'M) WEST OF A 4X4 WOODEN POST, 0.7 FT (0.21 M) SOUTHEAST OF A CARSONITE
 SA1050'WITNESS POST, AND 0.5 FT (0.15 M) SOUTH OF A BARBED WIRE FENCE.
 SA1050
 SA1050                          STATION RECOVERY (2006)
 SA1050
 SA1050'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 SA1050'HANDHELD GPS N46 21.161 W115 19.592
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1312 ***********************************************************************
 SA1312  DESIGNATION -  D 325
 SA1312  PID         -  SA1312
 SA1312  STATE/COUNTY-  WA/YAKIMA
 SA1312  USGS QUAD   -  SULPHUR SPRING (1978)
 SA1312
 SA1312                         *CURRENT SURVEY CONTROL
 SA1312  ___________________________________________________________________
 SA1312* NAD 83(1986)-  46 28 50.     (N)    119 55 18.     (W)     SCALED    
 SA1312* NAVD 88     -       597.041  (meters)    1958.79   (feet)  ADJUSTED  
 SA1312  ___________________________________________________________________
 SA1312  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SA1312  DYNAMIC HT  -         597.030 (meters)    1958.76  (feet)  COMP
 SA1312  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 SA1312
 SA1312  VERT ORDER  -  SECOND    CLASS 0
 SA1312
 SA1312.The horizontal coordinates were scaled from a topographic map and have
 SA1312.an estimated accuracy of +/- 6 seconds.
 SA1312
 SA1312.The orthometric height was determined by differential leveling
 SA1312.and adjusted by the National Geodetic Survey in June 1991..
 SA1312
 SA1312.The geoid height was determined by GEOID03.
 SA1312
 SA1312.The dynamic height is computed by dividing the NAVD 88
 SA1312.geopotential number by the normal gravity value computed on the
 SA1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1312.degrees latitude (g = 980.6199 gals.).
 SA1312
 SA1312.The modeled gravity was interpolated from observed gravity values.
 SA1312
 SA1312;                    North         East    Units  Estimated Accuracy
 SA1312;SPC WA S     -   127,680.      544,410.      MT  (+/- 180 meters Scaled)
 SA1312
 SA1312                          SUPERSEDED SURVEY CONTROL
 SA1312
 SA1312  NGVD 29 (??/??/92)  595.960  (m)         1955.25   (f) ADJ UNCH    2 0
 SA1312
 SA1312.Superseded values are not recommended for survey control.
 SA1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1312.See file dsdata.txt to determine how the superseded data were derived.
 SA1312
 SA1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM757515(NAD 83)
 SA1312_MARKER: DB = BENCH MARK DISK
 SA1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1312_STAMPING: D 325 1949
 SA1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1312+STABILITY: SURFACE MOTION
 SA1312
 SA1312  HISTORY     - Date     Condition        Report By
 SA1312  HISTORY     - 1949     MONUMENTED       CGS
 SA1312
 SA1312                          STATION DESCRIPTION
 SA1312
 SA1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1312'13.0 MI NE FROM SUNNYSIDE.
 SA1312'13.0 MILES NORTHEAST ALONG HIGHWAY 241 FROM THE NORTHERN PACIFIC
 SA1312'RAILWAY STATION AT SUNNYSIDE, 4.1 MILES SOUTHWEST OF THE E. ROBERT
 SA1312'RANCH, ON THE NORTH SIDE OF RATTLE SNAKE RIDGE, AT THE SOUTHWEST END
 SA1312'OF A DEEP CUT AND THE NORTHEAST END OF A FILL, ABOUT 60 YARDS
 SA1312'NORTHEAST OF THE SOUTHEAST END OF A 48-INCH CONCRETE PIPE CULVERT, 45
 SA1312'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTHWEST OF A
 SA1312'FENCE, 2.2 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 SA1312'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 SA1312'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1435 ***********************************************************************
 SA1435  DESIGNATION -  D 326
 SA1435  PID         -  SA1435
 SA1435  STATE/COUNTY-  WA/BENTON
 SA1435  USGS QUAD   -  PROSSER (1965)
 SA1435
 SA1435                         *CURRENT SURVEY CONTROL
 SA1435  ___________________________________________________________________
 SA1435* NAD 83(1986)-  46 10 01.     (N)    119 50 36.     (W)     SCALED    
 SA1435* NAVD 88     -       465.936  (meters)    1528.66   (feet)  ADJUSTED  
 SA1435  ___________________________________________________________________
 SA1435  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SA1435  DYNAMIC HT  -         465.944 (meters)    1528.68  (feet)  COMP
 SA1435  MODELED GRAV-     980,616.4   (mgal)                       NAVD 88
 SA1435
 SA1435  VERT ORDER  -  SECOND    CLASS 0
 SA1435
 SA1435.The horizontal coordinates were scaled from a topographic map and have
 SA1435.an estimated accuracy of +/- 6 seconds.
 SA1435
 SA1435.The orthometric height was determined by differential leveling
 SA1435.and adjusted by the National Geodetic Survey in June 1991..
 SA1435
 SA1435.The geoid height was determined by GEOID03.
 SA1435
 SA1435.The dynamic height is computed by dividing the NAVD 88
 SA1435.geopotential number by the normal gravity value computed on the
 SA1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1435.degrees latitude (g = 980.6199 gals.).
 SA1435
 SA1435.The modeled gravity was interpolated from observed gravity values.
 SA1435
 SA1435;                    North         East    Units  Estimated Accuracy
 SA1435;SPC WA S     -    92,870.      550,710.      MT  (+/- 180 meters Scaled)
 SA1435
 SA1435                          SUPERSEDED SURVEY CONTROL
 SA1435
 SA1435  NGVD 29 (??/??/92)  464.905  (m)         1525.28   (f) ADJ UNCH    2 0
 SA1435
 SA1435.Superseded values are not recommended for survey control.
 SA1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1435.See file dsdata.txt to determine how the superseded data were derived.
 SA1435
 SA1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM805165(NAD 83)
 SA1435_MARKER: DB = BENCH MARK DISK
 SA1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1435_STAMPING: D 326 1950
 SA1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1435+STABILITY: SURFACE MOTION
 SA1435
 SA1435  HISTORY     - Date     Condition        Report By
 SA1435  HISTORY     - 1950     MONUMENTED       CGS
 SA1435
 SA1435                          STATION DESCRIPTION
 SA1435
 SA1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1435'5.5 MI SW FROM PROSSER.
 SA1435'ABOUT 3.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SA1435'STATION AT PROSSER, THENCE 1.8 MILES SOUTH ALONG WARD GAP ROAD, ABOUT
 SA1435'0.85 MILE NORTH OF THE SUMMIT OF A LONG HILL, ON THE INSIDE OF A LONG
 SA1435'CURVE, 21.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 8.3 FEET SOUTH
 SA1435'OF A FENCE CORNER, 2.5 FEET NORTH OF A WITNESS POST, 1.5 FEET WEST OF
 SA1435'A FENCE, 2.0 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 SA1435'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0656 ***********************************************************************
 TR0656  DESIGNATION -  D 327
 TR0656  PID         -  TR0656
 TR0656  STATE/COUNTY-  WA/WHATCOM
 TR0656  USGS QUAD   -  BERTRAND CREEK (1994)
 TR0656
 TR0656                         *CURRENT SURVEY CONTROL
 TR0656  ___________________________________________________________________
 TR0656* NAD 83(1986)-  48 54 02.     (N)    122 36 57.     (W)     SCALED    
 TR0656* NAVD 88     -        19.265  (meters)      63.21   (feet)  ADJUSTED  
 TR0656  ___________________________________________________________________
 TR0656  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 TR0656  DYNAMIC HT  -          19.270 (meters)      63.22  (feet)  COMP
 TR0656  MODELED GRAV-     980,900.8   (mgal)                       NAVD 88
 TR0656
 TR0656  VERT ORDER  -  FIRST     CLASS I
 TR0656
 TR0656.The horizontal coordinates were scaled from a topographic map and have
 TR0656.an estimated accuracy of +/- 6 seconds.
 TR0656
 TR0656.The orthometric height was determined by differential leveling
 TR0656.and adjusted by the National Geodetic Survey in June 1991..
 TR0656
 TR0656.The geoid height was determined by GEOID03.
 TR0656
 TR0656.The dynamic height is computed by dividing the NAVD 88
 TR0656.geopotential number by the normal gravity value computed on the
 TR0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0656.degrees latitude (g = 980.6199 gals.).
 TR0656
 TR0656.The modeled gravity was interpolated from observed gravity values.
 TR0656
 TR0656;                    North         East    Units  Estimated Accuracy
 TR0656;SPC WA N     -   212,830.      369,320.      MT  (+/- 180 meters Scaled)
 TR0656
 TR0656                          SUPERSEDED SURVEY CONTROL
 TR0656
 TR0656  NGVD 29 (??/??/92)   18.055  (m)           59.24   (f) ADJ UNCH    1 1
 TR0656
 TR0656.Superseded values are not recommended for survey control.
 TR0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0656.See file dsdata.txt to determine how the superseded data were derived.
 TR0656
 TR0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV281164(NAD 83)
 TR0656_MARKER: DB = BENCH MARK DISK
 TR0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0656_SP_SET: CULVERT
 TR0656_STAMPING: D 327 1952
 TR0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0656+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 TR0656
 TR0656  HISTORY     - Date     Condition        Report By
 TR0656  HISTORY     - 1952     MONUMENTED       CGS
 TR0656  HISTORY     - 1973     GOOD             NGS
 TR0656  HISTORY     - 20040505 GOOD             WADT
 TR0656  HISTORY     - 20051101 GOOD             USPSQD
 TR0656
 TR0656                          STATION DESCRIPTION
 TR0656
 TR0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0656'1.5 MI SE FROM CUSTER.
 TR0656'1.5 MILES SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0656'CROSSING OF MAIN STREET AT CUSTER, 6 1/2 POLES NORTHWEST OF MILEPOST
 TR0656'110, 235 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF PORTAL WAY
 TR0656'AND FARIS ROAD, DIRECTLY OPPOSITE A RAILROAD CULVERT, IN THE TOP AND
 TR0656'0.8 FOOT NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 TR0656'HEADWALL OF A LARGE CONCRETE BOX CULVERT UNDER PORTAL WAY, 20 1/2 FEET
 TR0656'SOUTHWEST OF THE CENTER LINE OF THE WAY, 60.6 FEET NORTHEAST OF THE
 TR0656'NORTHEAST RAIL, ABOUT 1/2 FOOT LOWER THAN THE WAY AND 2 FEET LOWER
 TR0656'THAN THE TRACK.  1/4, SEC 6, T 39N, R 2E.
 TR0656
 TR0656                          STATION RECOVERY (2004)
 TR0656
 TR0656'RECOVERY NOTE BY WA DEPT OF TRANSP 2004 (RFT)
 TR0656'RECOVERED IN GOOD CONDITION.
 TR0656
 TR0656                          STATION RECOVERY (2005)
 TR0656
 TR0656'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 TR0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0844 ***********************************************************************
 RZ0844  DESIGNATION -  D 328
 RZ0844  PID         -  RZ0844
 RZ0844  STATE/COUNTY-  WA/WHITMAN
 RZ0844  USGS QUAD   -  UNIONTOWN (1964)
 RZ0844
 RZ0844                         *CURRENT SURVEY CONTROL
 RZ0844  ___________________________________________________________________
 RZ0844* NAD 83(1986)-  46 36 21.     (N)    117 03 40.     (W)     SCALED    
 RZ0844* NAVD 88     -       848.657  (meters)    2784.30   (feet)  ADJUSTED  
 RZ0844  ___________________________________________________________________
 RZ0844  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 RZ0844  DYNAMIC HT  -         848.592 (meters)    2784.09  (feet)  COMP
 RZ0844  MODELED GRAV-     980,508.1   (mgal)                       NAVD 88
 RZ0844
 RZ0844  VERT ORDER  -  SECOND    CLASS 0
 RZ0844
 RZ0844.The horizontal coordinates were scaled from a topographic map and have
 RZ0844.an estimated accuracy of +/- 6 seconds.
 RZ0844
 RZ0844.The orthometric height was determined by differential leveling
 RZ0844.and adjusted by the National Geodetic Survey in June 1991..
 RZ0844
 RZ0844.The geoid height was determined by GEOID03.
 RZ0844
 RZ0844.The dynamic height is computed by dividing the NAVD 88
 RZ0844.geopotential number by the normal gravity value computed on the
 RZ0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0844.degrees latitude (g = 980.6199 gals.).
 RZ0844
 RZ0844.The modeled gravity was interpolated from observed gravity values.
 RZ0844
 RZ0844;                    North         East    Units  Estimated Accuracy
 RZ0844;SPC WA S     -   147,180.      763,360.      MT  (+/- 180 meters Scaled)
 RZ0844
 RZ0844                          SUPERSEDED SURVEY CONTROL
 RZ0844
 RZ0844  NGVD 29 (??/??/92)  847.570  (m)         2780.74   (f) ADJ UNCH    2 0
 RZ0844
 RZ0844.Superseded values are not recommended for survey control.
 RZ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0844.See file dsdata.txt to determine how the superseded data were derived.
 RZ0844
 RZ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM953613(NAD 83)
 RZ0844_MARKER: DB = BENCH MARK DISK
 RZ0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0844_STAMPING: D 328 1952
 RZ0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0844+STABILITY: SURFACE MOTION
 RZ0844
 RZ0844  HISTORY     - Date     Condition        Report By
 RZ0844  HISTORY     - 1952     MONUMENTED       CGS
 RZ0844
 RZ0844                          STATION DESCRIPTION
 RZ0844
 RZ0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0844'4.5 MI NE FROM COLTON.
 RZ0844'1.0 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0844'COLTON, THENCE 3.5 MILES NORTHEAST ALONG A GRADED COUNTY ROAD, 0.1
 RZ0844'MILE SOUTH OF THE T JUNCTION OF A GRADED ROAD LEADING NORTHWEST, 27
 RZ0844'FEET EAST OF THE CENTER LINE OF THE ROAD, 29 FEET SOUTH OF A FENCE
 RZ0844'CORNER POST, 13 FEET NORTHWEST OF THE NORTH ONE OF A ROW OF SEVEN
 RZ0844'TREES, 2 1/2 FEET SOUTH OF THE SOUTH END OF A GATE IN A WIRE FENCE,
 RZ0844'2.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 RZ0844'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 RZ0844'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0218 ***********************************************************************
 TR0218  DESIGNATION -  D 329
 TR0218  PID         -  TR0218
 TR0218  STATE/COUNTY-  WA/SKAGIT
 TR0218  USGS QUAD   -  LA CONNER (1973)
 TR0218
 TR0218                         *CURRENT SURVEY CONTROL
 TR0218  ___________________________________________________________________
 TR0218* NAD 83(1986)-  48 26 46.     (N)    122 26 39.     (W)     SCALED    
 TR0218* NAVD 88     -         4.345  (meters)      14.26   (feet)  ADJUSTED  
 TR0218  ___________________________________________________________________
 TR0218  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 TR0218  DYNAMIC HT  -           4.346 (meters)      14.26  (feet)  COMP
 TR0218  MODELED GRAV-     980,871.8   (mgal)                       NAVD 88
 TR0218
 TR0218  VERT ORDER  -  FIRST     CLASS II
 TR0218
 TR0218.The horizontal coordinates were scaled from a topographic map and have
 TR0218.an estimated accuracy of +/- 6 seconds.
 TR0218
 TR0218.The orthometric height was determined by differential leveling
 TR0218.and adjusted by the National Geodetic Survey in June 1991..
 TR0218
 TR0218.The geoid height was determined by GEOID03.
 TR0218
 TR0218.The dynamic height is computed by dividing the NAVD 88
 TR0218.geopotential number by the normal gravity value computed on the
 TR0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0218.degrees latitude (g = 980.6199 gals.).
 TR0218
 TR0218.The modeled gravity was interpolated from observed gravity values.
 TR0218
 TR0218;                    North         East    Units  Estimated Accuracy
 TR0218;SPC WA N     -   162,030.      380,850.      MT  (+/- 180 meters Scaled)
 TR0218
 TR0218                          SUPERSEDED SURVEY CONTROL
 TR0218
 TR0218  NGVD 29 (??/??/92)    3.190  (m)           10.47   (f) ADJ UNCH    1 2
 TR0218
 TR0218.Superseded values are not recommended for survey control.
 TR0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0218.See file dsdata.txt to determine how the superseded data were derived.
 TR0218
 TR0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU411660(NAD 83)
 TR0218_MARKER: DB = BENCH MARK DISK
 TR0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0218_SP_SET: CONCRETE BASE
 TR0218_STAMPING: D 329 1952
 TR0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0218
 TR0218  HISTORY     - Date     Condition        Report By
 TR0218  HISTORY     - 1952     MONUMENTED       CGS
 TR0218  HISTORY     - 1984     GOOD             USPSQD
 TR0218
 TR0218                          STATION DESCRIPTION
 TR0218
 TR0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TR0218'6.0 MI W FROM BURLINGTON.
 TR0218'0.4 MILE WEST ALONG FAIRHAVEN AVENUE FROM THE POST OFFICE AT
 TR0218'BURLINGTON, THENCE 0.3 MILE SOUTH ALONG U. S. HIGHWAY 99, THENCE 4.8
 TR0218'MILES SOUTHWEST ALONG STATE HIGHWAY 1C, THENCE 0.5 MILE WEST ALONG
 TR0218'STATE HIGHWAY 1, AT THE INTERSECTION OF A NORTH-SOUTH ASPHALT ROAD, IN
 TR0218'THE TOP OF THE SOUTH END OF THE CONCRETE BASE OF THE WEST GUARD RAIL
 TR0218'OF A CONCRETE BRIDGE, 61.0 FEET NORTH OF THE CENTER LINE OF THE
 TR0218'HIGHWAY, 13 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 TR0218'1/2 FOOT HIGHER THAN THE HIGHWAY.
 TR0218
 TR0218                          STATION RECOVERY (1984)
 TR0218
 TR0218'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0218'HIGHWAY 1 WAS NOW HIGHWAY 20 AND NEW NUMBER ON POWER POLE 20032.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0064 ***********************************************************************
 TR0064  DESIGNATION -  D 330
 TR0064  PID         -  TR0064
 TR0064  STATE/COUNTY-  WA/SKAGIT
 TR0064  USGS QUAD   -  BOW (1994)
 TR0064
 TR0064                         *CURRENT SURVEY CONTROL
 TR0064  ___________________________________________________________________
 TR0064* NAD 83(1986)-  48 35 08.     (N)    122 24 45.     (W)     SCALED    
 TR0064* NAVD 88     -         3.787  (meters)      12.42   (feet)  ADJUSTED  
 TR0064  ___________________________________________________________________
 TR0064  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TR0064  DYNAMIC HT  -           3.788 (meters)      12.43  (feet)  COMP
 TR0064  MODELED GRAV-     980,874.7   (mgal)                       NAVD 88
 TR0064
 TR0064  VERT ORDER  -  FIRST     CLASS I
 TR0064
 TR0064.The horizontal coordinates were scaled from a topographic map and have
 TR0064.an estimated accuracy of +/- 6 seconds.
 TR0064
 TR0064.The orthometric height was determined by differential leveling
 TR0064.and adjusted by the National Geodetic Survey in June 1991..
 TR0064
 TR0064.The geoid height was determined by GEOID03.
 TR0064
 TR0064.The dynamic height is computed by dividing the NAVD 88
 TR0064.geopotential number by the normal gravity value computed on the
 TR0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0064.degrees latitude (g = 980.6199 gals.).
 TR0064
 TR0064.The modeled gravity was interpolated from observed gravity values.
 TR0064
 TR0064;                    North         East    Units  Estimated Accuracy
 TR0064;SPC WA N     -   177,490.      383,510.      MT  (+/- 180 meters Scaled)
 TR0064
 TR0064                          SUPERSEDED SURVEY CONTROL
 TR0064
 TR0064  NGVD 29 (??/??/92)    2.612  (m)            8.57   (f) ADJ UNCH    1 1
 TR0064
 TR0064.Superseded values are not recommended for survey control.
 TR0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0064.See file dsdata.txt to determine how the superseded data were derived.
 TR0064
 TR0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU433815(NAD 83)
 TR0064_MARKER: DB = BENCH MARK DISK
 TR0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0064_STAMPING: D 330 1952
 TR0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0064+STABILITY: SURFACE MOTION
 TR0064
 TR0064  HISTORY     - Date     Condition        Report By
 TR0064  HISTORY     - 1952     MONUMENTED       CGS
 TR0064  HISTORY     - 1973     GOOD             NGS
 TR0064  HISTORY     - 1983     GOOD             USPSQD
 TR0064  HISTORY     - 1984     MARK NOT FOUND   NGS
 TR0064
 TR0064                          STATION DESCRIPTION
 TR0064
 TR0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0064'8.85 MI NW FROM BURLINGTON.
 TR0064'8.85 MILES NORTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0064'CROSSING OF FAIRHAVEN AVENUE AT BURLINGTON, 0.1 MILE NORTHWEST OF THE
 TR0064'CROSSING OF COLONY ROAD, 78.9 FEET NORTHEAST OF THE NORTHEAST RAIL,
 TR0064'100 FEET NORTHEAST AND ACROSS THE TRACK FROM THE 1ST TELEHONE POLE
 TR0064'NORTHEAST OF MILEPOLE 81, 135 FEET NORTHEAST AND ACROSS THE TRACK FROM
 TR0064'POWER POLE 10206 WITH TRANSFORMER, 158 FEET NORTHWEST OF THE NORTHEAST
 TR0064'END OF A WIRE GATE, 27.9 FEET NORTHEAST OF A FENCE, 2.2 FEET SOUTHEAST
 TR0064'OF A WOODEN WITNESS POST, 1.2 FEET NORTHWEST OF A METAL WITNESS POST,
 TR0064'34 FEET NORTHWEST OF A POWER POLE STUB THAT IS PROJECTING 1 1/2 FEET
 TR0064'ABOVE THE GROUND, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 TR0064'THE GROUND, AND ABOUT 6 1/2 FEET LOWER THAN THE TRACK. SEC 27, T 36N,
 TR0064'R 3E.
 TR0064
 TR0064                          STATION RECOVERY (1983)
 TR0064
 TR0064'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0064'RECOVERED IN GOOD CONDITION.
 TR0064
 TR0064                          STATION RECOVERY (1984)
 TR0064
 TR0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TR0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0095 ***********************************************************************
 TR0095  DESIGNATION -  D 331
 TR0095  PID         -  TR0095
 TR0095  STATE/COUNTY-  WA/SKAGIT
 TR0095  USGS QUAD   -  MOUNT VERNON (1981)
 TR0095
 TR0095                         *CURRENT SURVEY CONTROL
 TR0095  ___________________________________________________________________
 TR0095* NAD 83(1986)-  48 25 03.     (N)    122 20 11.     (W)     SCALED    
 TR0095* NAVD 88     -         7.780  (meters)      25.52   (feet)  ADJUSTED  
 TR0095  ___________________________________________________________________
 TR0095  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 TR0095  DYNAMIC HT  -           7.782 (meters)      25.53  (feet)  COMP
 TR0095  MODELED GRAV-     980,851.3   (mgal)                       NAVD 88
 TR0095
 TR0095  VERT ORDER  -  FIRST     CLASS I
 TR0095
 TR0095.The horizontal coordinates were scaled from a topographic map and have
 TR0095.an estimated accuracy of +/- 6 seconds.
 TR0095
 TR0095.The orthometric height was determined by differential leveling
 TR0095.and adjusted by the National Geodetic Survey in June 1991..
 TR0095.WARNING-Repeat measurements at this control monument indicate possible
 TR0095.vertical movement.
 TR0095
 TR0095.The geoid height was determined by GEOID03.
 TR0095
 TR0095.The dynamic height is computed by dividing the NAVD 88
 TR0095.geopotential number by the normal gravity value computed on the
 TR0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0095.degrees latitude (g = 980.6199 gals.).
 TR0095
 TR0095.The modeled gravity was interpolated from observed gravity values.
 TR0095
 TR0095;                    North         East    Units  Estimated Accuracy
 TR0095;SPC WA N     -   158,690.      388,750.      MT  (+/- 180 meters Scaled)
 TR0095
 TR0095                          SUPERSEDED SURVEY CONTROL
 TR0095
 TR0095  NGVD 29 (??/??/92)    6.618  (m)           21.71   (f) ADJ UNCH    1 1
 TR0095
 TR0095.Superseded values are not recommended for survey control.
 TR0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0095.See file dsdata.txt to determine how the superseded data were derived.
 TR0095
 TR0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU491629(NAD 83)
 TR0095_MARKER: DB = BENCH MARK DISK
 TR0095_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TR0095_SP_SET: DRILLHOLE IN FOUNDATION
 TR0095_STAMPING: D 331 1952
 TR0095_MARK LOGO: CGS   
 TR0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0095+STABILITY: SURFACE MOTION
 TR0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0095+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 TR0095
 TR0095  HISTORY     - Date     Condition        Report By
 TR0095  HISTORY     - 1952     MONUMENTED       CGS
 TR0095  HISTORY     - 1973     GOOD             NGS
 TR0095  HISTORY     - 1983     GOOD             USPSQD
 TR0095  HISTORY     - 1989     GOOD             USPSQD
 TR0095  HISTORY     - 19900104 GOOD             NGS
 TR0095  HISTORY     - 20050626 GOOD             USPSQD
 TR0095  HISTORY     - 20060729 GOOD             USPSQD
 TR0095
 TR0095                          STATION DESCRIPTION
 TR0095
 TR0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0095'IN MOUNT VERNON.
 TR0095'AT MOUNT VERNON, AT THE NORTHWEST CORNER OF THE JUNCTION OF KINCAID
 TR0095'AND 3RD STREETS, AT THE SKAGIT COUNTY COURTHOUSE, SET VERTICALLY IN
 TR0095'THE EAST FACE OF THE CONCRETE FOUNDATION FOR THE GRANITE BASE OF THE
 TR0095'EAST ONE OF 4 IONIC COLUMNS (THE SOUTH FACE OF THIS COLUMN CONTAINS AN
 TR0095'INSCRIBED PLAQUE), 2.6 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 TR0095'SUPPORT, 81.6 FEET WEST OF THE WEST CURB OF 3RD STREET, 45.5 FEET
 TR0095'NORTH OF THE NORTH CURB OF KINCAID STREET, 22.1 FEET EAST OF THE
 TR0095'CENTER OF THE SOUTH MAIN ENTRANCE, 6.6 FEET SOUTH OF THE SOUTH FACE OF
 TR0095'THE BUILDING, AND ABOUT 1/2 FOOT UNDERGROUND.  SEC 19, T 34N, R 4E.
 TR0095
 TR0095                          STATION RECOVERY (1983)
 TR0095
 TR0095'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0095'RECOVERED IN GOOD CONDITION.
 TR0095
 TR0095                          STATION RECOVERY (1989)
 TR0095
 TR0095'RECOVERY NOTE BY US POWER SQUADRON 1989 (EWF)
 TR0095'RECOVERED IN GOOD CONDITION.
 TR0095
 TR0095                          STATION RECOVERY (1990)
 TR0095
 TR0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TR0095'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) SOUTH OF BELLINGHAM,
 TR0095'29.0 KM (18.0 MI) NORTHWEST OF ARLINGTON, 24.1 KM (15.0 MI) SOUTHEAST
 TR0095'OF ANACORTES, 12.9 KM (8.0 MI) SOUTHWEST OF SEDRO WOOLLEY AND AT THE
 TR0095'SKAGIT COUNTY COURTHOUSE IN MOUNT VERNON IN SECTION 19, T34N, R4E.
 TR0095'TO REACH FROM THE KINCAID EXIT ON INTERSTAT HIGHWAY 5 IN MOUNT VERNON,
 TR0095'GO WEST ON STATE ROUTE 536, KINCAID AVENUE, FOR 0.48 KM (0.30 MI) TO
 TR0095'THE INTERSECTION OF THIRD STREET, THE SKAGIT COUNTY COURTHOUSE AND
 TR0095'THE STATION ON THE RIGHT.
 TR0095'THE MARK IS SET IN A DRILL HOLE IN THE EAST FACE OF THE CONCRETE
 TR0095'FOUNDATION FOR THE GRANITE BASE FOR THE FORMER COLUMS.  IT IS 24.9 M
 TR0095'(81.7 FT) WEST OF THE WEST CURB OF THIRD STREET, 13.9 M (45.6 FT)
 TR0095'NORTH OF THE NORTH CURB OF KINCAID STREET, 6.7 M (22.0 FT) EAST OF THE
 TR0095'CENTER OF THE SOUTH ENTRANCE TO THE COURTHOUSE, 2.0 M (6.6 FT) SOUTH
 TR0095'OF THE SOUTH FACE OF THE BUILDING, 0.8 M (2.6 FT) NORTH OF THE
 TR0095'SOUTHEAST CORNER OF THE SUPPORT AND ABOUT 0.2 M (0.7 FT) BELOW THE
 TR0095'GROUND SURFACE.
 TR0095
 TR0095                          STATION RECOVERY (2005)
 TR0095
 TR0095'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMS)
 TR0095'RECOVERED IN GOOD CONDITION.
 TR0095
 TR0095                          STATION RECOVERY (2006)
 TR0095
 TR0095'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0160 ***********************************************************************
 TR0160  DESIGNATION -  D 332
 TR0160  PID         -  TR0160
 TR0160  STATE/COUNTY-  WA/SNOHOMISH
 TR0160  USGS QUAD   -  STANWOOD (1978)
 TR0160
 TR0160                         *CURRENT SURVEY CONTROL
 TR0160  ___________________________________________________________________
 TR0160* NAD 83(1986)-  48 12 20.     (N)    122 15 44.     (W)     SCALED    
 TR0160* NAVD 88     -        11.158  (meters)      36.61   (feet)  ADJUSTED  
 TR0160  ___________________________________________________________________
 TR0160  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 TR0160  DYNAMIC HT  -          11.160 (meters)      36.61  (feet)  COMP
 TR0160  MODELED GRAV-     980,801.8   (mgal)                       NAVD 88
 TR0160
 TR0160  VERT ORDER  -  FIRST     CLASS I
 TR0160
 TR0160.The horizontal coordinates were scaled from a topographic map and have
 TR0160.an estimated accuracy of +/- 6 seconds.
 TR0160
 TR0160.The orthometric height was determined by differential leveling
 TR0160.and adjusted by the National Geodetic Survey in June 1991..
 TR0160
 TR0160.The geoid height was determined by GEOID03.
 TR0160
 TR0160.The dynamic height is computed by dividing the NAVD 88
 TR0160.geopotential number by the normal gravity value computed on the
 TR0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0160.degrees latitude (g = 980.6199 gals.).
 TR0160
 TR0160.The modeled gravity was interpolated from observed gravity values.
 TR0160
 TR0160;                    North         East    Units  Estimated Accuracy
 TR0160;SPC WA N     -   135,020.      393,810.      MT  (+/- 180 meters Scaled)
 TR0160
 TR0160                          SUPERSEDED SURVEY CONTROL
 TR0160
 TR0160  NGVD 29 (??/??/92)   10.021  (m)           32.88   (f) ADJ UNCH    1 1
 TR0160
 TR0160.Superseded values are not recommended for survey control.
 TR0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0160.See file dsdata.txt to determine how the superseded data were derived.
 TR0160
 TR0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU548394(NAD 83)
 TR0160_MARKER: DB = BENCH MARK DISK
 TR0160_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TR0160_SP_SET: BRIDGE PIER
 TR0160_STAMPING: D 332 1952
 TR0160_MARK LOGO: CGS   
 TR0160_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0160+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 TR0160
 TR0160  HISTORY     - Date     Condition        Report By
 TR0160  HISTORY     - 1952     MONUMENTED       CGS
 TR0160  HISTORY     - 1973     GOOD             NGS
 TR0160  HISTORY     - 1984     GOOD             USPSQD
 TR0160  HISTORY     - 19910718 GOOD             USPSQD
 TR0160  HISTORY     - 19911231 GOOD             WA-061
 TR0160  HISTORY     - 20010331 GOOD             NGS
 TR0160
 TR0160                          STATION DESCRIPTION
 TR0160
 TR0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0160'0.6 MI NW FROM SILVANA.
 TR0160'0.6 MILE NORTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0160'CROSSING OF MAIN STREET AT SILVANA, 0.2 MILE SOUTHEAST OF RAILROAD
 TR0160'BRIDGE 18 OVER NORMAN ROAD (239TH STREET NORTHWEST), AT THE NORTHWEST
 TR0160'END OF STEEL TRUSS BRIDGE 17 OVER STILLAQUAMISH RIVER, IN THE TOP AND
 TR0160'3.4 FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 TR0160'SUPPORT PIER, 10.6 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 7
 TR0160'1/2 FEET LOWER THAN THE TRACK.  SEC 2, T 31N, R 4E.
 TR0160
 TR0160                          STATION RECOVERY (1984)
 TR0160
 TR0160'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0160'RECOVERED IN GOOD CONDITION.
 TR0160
 TR0160                          STATION RECOVERY (1991)
 TR0160
 TR0160'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 TR0160'RECOVERED IN GOOD CONDITION.
 TR0160
 TR0160                          STATION RECOVERY (1991)
 TR0160
 TR0160'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1991
 TR0160'RECOVERED IN GOOD CONDITION.
 TR0160
 TR0160                          STATION RECOVERY (2001)
 TR0160
 TR0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0160'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1150 ***********************************************************************
 RZ1150  DESIGNATION -  D 334
 RZ1150  PID         -  RZ1150
 RZ1150  STATE/COUNTY-  WA/GARFIELD
 RZ1150  USGS QUAD   -  POMEROY (1967)
 RZ1150
 RZ1150                         *CURRENT SURVEY CONTROL
 RZ1150  ___________________________________________________________________
 RZ1150* NAD 83(1986)-  46 29 09.     (N)    117 34 10.     (W)     SCALED    
 RZ1150* NAVD 88     -       712.948  (meters)    2339.06   (feet)  ADJUSTED  
 RZ1150  ___________________________________________________________________
 RZ1150  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 RZ1150  DYNAMIC HT  -         712.918 (meters)    2338.97  (feet)  COMP
 RZ1150  MODELED GRAV-     980,549.4   (mgal)                       NAVD 88
 RZ1150
 RZ1150  VERT ORDER  -  SECOND    CLASS 0
 RZ1150
 RZ1150.The horizontal coordinates were scaled from a topographic map and have
 RZ1150.an estimated accuracy of +/- 6 seconds.
 RZ1150
 RZ1150.The orthometric height was determined by differential leveling
 RZ1150.and adjusted by the National Geodetic Survey in June 1991..
 RZ1150
 RZ1150.The geoid height was determined by GEOID03.
 RZ1150
 RZ1150.The dynamic height is computed by dividing the NAVD 88
 RZ1150.geopotential number by the normal gravity value computed on the
 RZ1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1150.degrees latitude (g = 980.6199 gals.).
 RZ1150
 RZ1150.The modeled gravity was interpolated from observed gravity values.
 RZ1150
 RZ1150;                    North         East    Units  Estimated Accuracy
 RZ1150;SPC WA S     -   132,280.      724,950.      MT  (+/- 180 meters Scaled)
 RZ1150
 RZ1150                          SUPERSEDED SURVEY CONTROL
 RZ1150
 RZ1150  NGVD 29 (??/??/92)  711.967  (m)         2335.85   (f) ADJ UNCH    2 0
 RZ1150
 RZ1150.Superseded values are not recommended for survey control.
 RZ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1150.See file dsdata.txt to determine how the superseded data were derived.
 RZ1150
 RZ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM562481(NAD 83)
 RZ1150_MARKER: DB = BENCH MARK DISK
 RZ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1150_SP_SET: CONCRETE POST
 RZ1150_STAMPING: D 334 1952
 RZ1150_MARK LOGO: CGS   
 RZ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1150+STABILITY: SURFACE MOTION
 RZ1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RZ1150+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1989
 RZ1150
 RZ1150  HISTORY     - Date     Condition        Report By
 RZ1150  HISTORY     - 1952     MONUMENTED       CGS
 RZ1150  HISTORY     - 1959     GOOD             NGS
 RZ1150  HISTORY     - 19890515 GOOD             NGS
 RZ1150
 RZ1150                          STATION DESCRIPTION
 RZ1150
 RZ1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ1150'3.0 MI E FROM POMEROY.
 RZ1150'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 410 FROM THE COURTHOUSE AT
 RZ1150'POMEROY, THENCE 1.1 MILES NORTH ALONG GOULD CITY-MAYVIEW ROAD, THENCE
 RZ1150'0.2 MILE EAST ALONG POMEROY HILL ROAD, AT FERRELL AND SONS AIRPORT, 52
 RZ1150'FEET NORTH OF THE CENTER LINE OF THE ROAD, 140 FEET WEST OF THE CENTER
 RZ1150'LINE OF THE ENTRANCE ROAD, 70 FEET SOUTH OF THE CENTER LINE OF THE
 RZ1150'RUNWAY, 1.2 FEET NORTH OF THE NORTHEAST CORNER OF THE WEST HANGAR,
 RZ1150'ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RZ1150'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RZ1150
 RZ1150                          STATION RECOVERY (1989)
 RZ1150
 RZ1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RZ1150'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST OF POMEROY, AT
 RZ1150'THE FERRELL AND SONS AIRPORT.
 RZ1150'TO REACH FROM THE COURTHOUSE IN POMEROY, GO EAST ON US HIGHWAY 12 FOR
 RZ1150'2.74 KM (1.70 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON THE
 RZ1150'GOULD CITY-MAYVIEW ROAD FOR 1.77 KM (1.10 MI) TO A SIDE ROAD RIGHT.
 RZ1150'TURN RIGHT AND GO EAST ON POMEROY HILL ROAD FOR 0.32 KM (0.20 MI) TO
 RZ1150'THE ENTRANCE TO THE FERRELL AND SONS AIRPORT AND THE MARK ON THE
 RZ1150'LEFT.
 RZ1150'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 RZ1150'WITH THE GROUND SURFACE.  IT IS 15.8 M (51.8 FT) NORTH OF THE CENTER
 RZ1150'OF POMEROY HILL ROAD, 21.3 M (69.9 FT)  SOUTH OF THE CENTER OF THE
 RZ1150'RUNWAY AND 0.4 M (1.3 FT) NORTH OF THE NORTHEAST CORNER OF THE
 RZ1150'HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0717 ***********************************************************************
 RZ0717  DESIGNATION -  D 335
 RZ0717  PID         -  RZ0717
 RZ0717  STATE/COUNTY-  WA/WHITMAN
 RZ0717  USGS QUAD   -  ALMOTA (1975)
 RZ0717
 RZ0717                         *CURRENT SURVEY CONTROL
 RZ0717  ___________________________________________________________________
 RZ0717* NAD 83(1986)-  46 44 24.     (N)    117 28 38.     (W)     SCALED    
 RZ0717* NAVD 88     -       562.714  (meters)    1846.17   (feet)  ADJUSTED  
 RZ0717  ___________________________________________________________________
 RZ0717  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 RZ0717  DYNAMIC HT  -         562.695 (meters)    1846.11  (feet)  COMP
 RZ0717  MODELED GRAV-     980,563.0   (mgal)                       NAVD 88
 RZ0717
 RZ0717  VERT ORDER  -  SECOND    CLASS 0
 RZ0717
 RZ0717.The horizontal coordinates were scaled from a topographic map and have
 RZ0717.an estimated accuracy of +/- 6 seconds.
 RZ0717
 RZ0717.The orthometric height was determined by differential leveling
 RZ0717.and adjusted by the National Geodetic Survey in June 1991..
 RZ0717
 RZ0717.The geoid height was determined by GEOID03.
 RZ0717
 RZ0717.The dynamic height is computed by dividing the NAVD 88
 RZ0717.geopotential number by the normal gravity value computed on the
 RZ0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0717.degrees latitude (g = 980.6199 gals.).
 RZ0717
 RZ0717.The modeled gravity was interpolated from observed gravity values.
 RZ0717
 RZ0717;                    North         East    Units  Estimated Accuracy
 RZ0717;SPC WA S     -   160,780.      730,940.      MT  (+/- 180 meters Scaled)
 RZ0717
 RZ0717                          SUPERSEDED SURVEY CONTROL
 RZ0717
 RZ0717  NGVD 29 (??/??/92)  561.703  (m)         1842.85   (f) ADJ UNCH    2 0
 RZ0717
 RZ0717.Superseded values are not recommended for survey control.
 RZ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0717.See file dsdata.txt to determine how the superseded data were derived.
 RZ0717
 RZ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM635763(NAD 83)
 RZ0717_MARKER: DB = BENCH MARK DISK
 RZ0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0717_STAMPING: D 335 1952
 RZ0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0717+STABILITY: SURFACE MOTION
 RZ0717
 RZ0717  HISTORY     - Date     Condition        Report By
 RZ0717  HISTORY     - 1952     MONUMENTED       CGS
 RZ0717
 RZ0717                          STATION DESCRIPTION
 RZ0717
 RZ0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0717'4.8 MI N FROM ALMOTA.
 RZ0717'4.8 MILES NORTH ALONG A GRAVEL ROAD FROM THE CAMAS PRAIRIE RAILROAD
 RZ0717'STATION AT ALMOTA, ABOUT 84 YARDS NORTHEAST OF THE T JUNCTION OF A
 RZ0717'ROAD LEADING NORTHWEST, 27 FEET NORTHWEST OF THE CENTER LINE OF THE
 RZ0717'ROAD, 3.2 FEET EAST OF POWER LINE POLE NO. J 79, 3.1 FEET SOUTHEAST OF
 RZ0717'A FENCE, 2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 RZ0717'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 RZ0717'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0305 ***********************************************************************
 SA0305  DESIGNATION -  D 336
 SA0305  PID         -  SA0305
 SA0305  STATE/COUNTY-  WA/WALLA WALLA
 SA0305  USGS QUAD   -  WALLULA (1992)
 SA0305
 SA0305                         *CURRENT SURVEY CONTROL
 SA0305  ___________________________________________________________________
 SA0305* NAD 83(1986)-  46 06 44.     (N)    118 55 23.     (W)     SCALED    
 SA0305* NAVD 88     -       107.317  (meters)     352.09   (feet)  ADJUSTED  
 SA0305  ___________________________________________________________________
 SA0305  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SA0305  DYNAMIC HT  -         107.319 (meters)     352.10  (feet)  COMP
 SA0305  MODELED GRAV-     980,632.8   (mgal)                       NAVD 88
 SA0305
 SA0305  VERT ORDER  -  FIRST     CLASS II
 SA0305
 SA0305.The horizontal coordinates were scaled from a topographic map and have
 SA0305.an estimated accuracy of +/- 6 seconds.
 SA0305
 SA0305.The orthometric height was determined by differential leveling
 SA0305.and adjusted by the National Geodetic Survey in June 1991..
 SA0305
 SA0305.The geoid height was determined by GEOID03.
 SA0305
 SA0305.The dynamic height is computed by dividing the NAVD 88
 SA0305.geopotential number by the normal gravity value computed on the
 SA0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0305.degrees latitude (g = 980.6199 gals.).
 SA0305
 SA0305.The modeled gravity was interpolated from observed gravity values.
 SA0305
 SA0305;                    North         East    Units  Estimated Accuracy
 SA0305;SPC WA S     -    87,790.      621,890.      MT  (+/- 180 meters Scaled)
 SA0305
 SA0305                          SUPERSEDED SURVEY CONTROL
 SA0305
 SA0305  NGVD 29 (??/??/92)  106.303  (m)          348.76   (f) ADJ UNCH    1 2
 SA0305
 SA0305.Superseded values are not recommended for survey control.
 SA0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0305.See file dsdata.txt to determine how the superseded data were derived.
 SA0305
 SA0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM513083(NAD 83)
 SA0305_MARKER: DD = SURVEY DISK
 SA0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0305_STAMPING: D 336 1951
 SA0305_MARK LOGO: USE   
 SA0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0305+STABILITY: SURFACE MOTION
 SA0305
 SA0305  HISTORY     - Date     Condition        Report By
 SA0305  HISTORY     - 1951     MONUMENTED       DOD
 SA0305  HISTORY     - 1951     GOOD             CGS
 SA0305  HISTORY     - 1981     MARK NOT FOUND   NGS
 SA0305  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SA0305
 SA0305                          STATION DESCRIPTION
 SA0305
 SA0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 SA0305'3.8 MI NW FROM WALULLA.
 SA0305'3.8 MILES NORTHWEST ALONG THE OLD U. S. HIGHWAY 410 FROM THE OLD
 SA0305'CONCRETE BRIDGE OVER THE WALLA WALLA RIVER AT WALULLA, ABOUT 0.3 MILE
 SA0305'SOUTH OF THE JUNCTION OF THE NEW U. S. HIGHWAY 410, ABOUT 0.5 MILE
 SA0305'NORTHWEST OF THE BRIDGE OVER THE NORTHERN PACIFIC RAILWAY, 209 YARDS
 SA0305'SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 24 FEET SOUTHWEST OF
 SA0305'A LARGE DITCH, 3.2 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE
 SA0305'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 SA0305
 SA0305                          STATION RECOVERY (1981)
 SA0305
 SA0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0305'BELIEVED DESTROYED BY CONSTRUCTION OF A PIPE LINE.
 SA0305
 SA0305                          STATION RECOVERY (1990)
 SA0305
 SA0305'RECOVERY NOTE BY US POWER SQUADRON 1990 (AJ)
 SA0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB0716 ***********************************************************************
 RB0716  DESIGNATION -  D 338
 RB0716  PID         -  RB0716
 RB0716  STATE/COUNTY-  WA/BENTON
 RB0716  USGS QUAD   -  JUNIPER (1993)
 RB0716
 RB0716                         *CURRENT SURVEY CONTROL
 RB0716  ___________________________________________________________________
 RB0716* NAD 83(1986)-  45 56 35.     (N)    119 06 53.     (W)     SCALED    
 RB0716* NAVD 88     -       107.925  (meters)     354.08   (feet)  ADJUSTED  
 RB0716  ___________________________________________________________________
 RB0716  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 RB0716  DYNAMIC HT  -         107.924 (meters)     354.08  (feet)  COMP
 RB0716  MODELED GRAV-     980,605.7   (mgal)                       NAVD 88
 RB0716
 RB0716  VERT ORDER  -  FIRST     CLASS II
 RB0716
 RB0716.The horizontal coordinates were scaled from a topographic map and have
 RB0716.an estimated accuracy of +/- 6 seconds.
 RB0716
 RB0716.The orthometric height was determined by differential leveling
 RB0716.and adjusted by the National Geodetic Survey in June 1991..
 RB0716
 RB0716.The geoid height was determined by GEOID03.
 RB0716
 RB0716.The dynamic height is computed by dividing the NAVD 88
 RB0716.geopotential number by the normal gravity value computed on the
 RB0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0716.degrees latitude (g = 980.6199 gals.).
 RB0716
 RB0716.The modeled gravity was interpolated from observed gravity values.
 RB0716
 RB0716;                    North         East    Units  Estimated Accuracy
 RB0716;SPC WA S     -    68,710.      607,410.      MT  (+/- 180 meters Scaled)
 RB0716
 RB0716                          SUPERSEDED SURVEY CONTROL
 RB0716
 RB0716  NGVD 29 (??/??/92)  106.922  (m)          350.79   (f) ADJ UNCH    1 2
 RB0716
 RB0716.Superseded values are not recommended for survey control.
 RB0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0716.See file dsdata.txt to determine how the superseded data were derived.
 RB0716
 RB0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL360898(NAD 83)
 RB0716_MARKER: DD = SURVEY DISK
 RB0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0716_SP_SET: CULVERT
 RB0716_STAMPING: D 338
 RB0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0716
 RB0716  HISTORY     - Date     Condition        Report By
 RB0716  HISTORY     - UNK      MONUMENTED       DOD
 RB0716  HISTORY     - 1951     GOOD             NGS
 RB0716
 RB0716                          STATION DESCRIPTION
 RB0716
 RB0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0716'1.9 MI E FROM BERRIAN.
 RB0716'1.9 MILES EAST ALONG THE REALIGNED SPOKANE, PORTLAND AND SEATTLE
 RB0716'RAILWAY FROM BERRIAN, BENTON COUNTY, AT CULVERT 204.55, IN THE TOP OF
 RB0716'THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL, 14.5 FEET
 RB0716'NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE
 RB0716'TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED D 338.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0531 ***********************************************************************
 SW0531  DESIGNATION -  D 34
 SW0531  PID         -  SW0531
 SW0531  STATE/COUNTY-  WA/GRANT
 SW0531  USGS QUAD   -  BASSETT JUNCTION (1978)
 SW0531
 SW0531                         *CURRENT SURVEY CONTROL
 SW0531  ___________________________________________________________________
 SW0531* NAD 83(1986)-  47 06 05.     (N)    119 07 30.     (W)     SCALED    
 SW0531* NAVD 88     -       395.189  (meters)    1296.55   (feet)  ADJUSTED  
 SW0531  ___________________________________________________________________
 SW0531  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SW0531  DYNAMIC HT  -         395.214 (meters)    1296.63  (feet)  COMP
 SW0531  MODELED GRAV-     980,664.8   (mgal)                       NAVD 88
 SW0531
 SW0531  VERT ORDER  -  FIRST     CLASS II
 SW0531
 SW0531.The horizontal coordinates were scaled from a topographic map and have
 SW0531.an estimated accuracy of +/- 6 seconds.
 SW0531
 SW0531.The orthometric height was determined by differential leveling
 SW0531.and adjusted by the National Geodetic Survey in June 1991..
 SW0531
 SW0531.The geoid height was determined by GEOID03.
 SW0531
 SW0531.The dynamic height is computed by dividing the NAVD 88
 SW0531.geopotential number by the normal gravity value computed on the
 SW0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0531.degrees latitude (g = 980.6199 gals.).
 SW0531
 SW0531.The modeled gravity was interpolated from observed gravity values.
 SW0531
 SW0531;                    North         East    Units  Estimated Accuracy
 SW0531;SPC WA S     -   197,430.      604,370.      MT  (+/- 180 meters Scaled)
 SW0531
 SW0531                          SUPERSEDED SURVEY CONTROL
 SW0531
 SW0531  NGVD 29 (??/??/92)  394.052  (m)         1292.82   (f) ADJ UNCH    1 2
 SW0531
 SW0531.Superseded values are not recommended for survey control.
 SW0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0531.See file dsdata.txt to determine how the superseded data were derived.
 SW0531
 SW0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN387186(NAD 83)
 SW0531_MARKER: DB = BENCH MARK DISK
 SW0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0531_STAMPING: D 34 1933
 SW0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0531+STABILITY: SURFACE MOTION
 SW0531
 SW0531  HISTORY     - Date     Condition        Report By
 SW0531  HISTORY     - 1933     MONUMENTED       CGS
 SW0531  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0531
 SW0531                          STATION DESCRIPTION
 SW0531
 SW0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SW0531'3.3 MI S FROM WHEELER.
 SW0531'3.3 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM WHEELER, GRANT
 SW0531'COUNTY, ABOUT 300 FEET WEST OF ATWOOD SIDING, IN THE NORTHWEST CORNER
 SW0531'OF SEC. 36, ABOUT 100 FEET WEST OF A DIRT-ROAD CROSSING, 45 FEET
 SW0531'SOUTHWEST OF THE TRACK, 10 FEET EAST OF A TELEPHONE POLE, AND 10 FEET
 SW0531'NORTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED D 34 1933 AND SET
 SW0531'IN THE TOP OF A CONCRETE POST.
 SW0531
 SW0531                          STATION RECOVERY (1968)
 SW0531
 SW0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0377 ***********************************************************************
 SA0377  DESIGNATION -  D 340
 SA0377  PID         -  SA0377
 SA0377  STATE/COUNTY-  WA/WALLA WALLA
 SA0377  USGS QUAD   -  WALLULA (1992)
 SA0377
 SA0377                         *CURRENT SURVEY CONTROL
 SA0377  ___________________________________________________________________
 SA0377* NAD 83(1986)-  46 01 58.     (N)    118 56 06.     (W)     SCALED    
 SA0377* NAVD 88     -       135.449  (meters)     444.39   (feet)  ADJUSTED  
 SA0377  ___________________________________________________________________
 SA0377  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SA0377  DYNAMIC HT  -         135.449 (meters)     444.39  (feet)  COMP
 SA0377  MODELED GRAV-     980,614.7   (mgal)                       NAVD 88
 SA0377
 SA0377  VERT ORDER  -  FIRST     CLASS I
 SA0377
 SA0377.The horizontal coordinates were scaled from a topographic map and have
 SA0377.an estimated accuracy of +/- 6 seconds.
 SA0377
 SA0377.The orthometric height was determined by differential leveling
 SA0377.and adjusted by the National Geodetic Survey in June 1991..
 SA0377.WARNING-Repeat measurements at this control monument indicate possible
 SA0377.vertical movement.
 SA0377
 SA0377.The geoid height was determined by GEOID03.
 SA0377
 SA0377.The dynamic height is computed by dividing the NAVD 88
 SA0377.geopotential number by the normal gravity value computed on the
 SA0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0377.degrees latitude (g = 980.6199 gals.).
 SA0377
 SA0377.The modeled gravity was interpolated from observed gravity values.
 SA0377
 SA0377;                    North         East    Units  Estimated Accuracy
 SA0377;SPC WA S     -    78,950.      621,150.      MT  (+/- 180 meters Scaled)
 SA0377
 SA0377                          SUPERSEDED SURVEY CONTROL
 SA0377
 SA0377  NGVD 29 (??/??/92)  134.441  (m)          441.08   (f) ADJ UNCH    1 1
 SA0377
 SA0377.Superseded values are not recommended for survey control.
 SA0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0377.See file dsdata.txt to determine how the superseded data were derived.
 SA0377
 SA0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL502995(NAD 83)
 SA0377_MARKER: DB = BENCH MARK DISK
 SA0377_SETTING: 66 = SET IN ROCK OUTCROP
 SA0377_SP_SET: OUTCROP
 SA0377_STAMPING: D 340 1951
 SA0377_MARK LOGO: CGS   
 SA0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0377+STABILITY: POSITION/ELEVATION WELL
 SA0377
 SA0377  HISTORY     - Date     Condition        Report By
 SA0377  HISTORY     - 1951     MONUMENTED       CGS
 SA0377  HISTORY     - 1968     GOOD             NGS
 SA0377  HISTORY     - 1981     GOOD             NGS
 SA0377  HISTORY     - 20031109 GOOD             GEOCAC
 SA0377
 SA0377                          STATION DESCRIPTION
 SA0377
 SA0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0377'2.8 MI SW FROM WALLULA JUNCTION.
 SA0377'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 730 FROM THE STATE TRUCK SCALES
 SA0377'AT WALLULA JUNCTION, IN R31E T6N, SECTION 4, 0.25 MILE NORTHWEST OF
 SA0377'MILEPOST 3, ON THE NORTHWEST BANK OF A DEEP RAVINE, AT THE SOUTHEAST
 SA0377'END OF A TURNOUT, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 4 FEET
 SA0377'ON THE SOUTHWEST SIDE, 50 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SA0377'HIGHWAY, 45 FEET NORTHWEST OF A TELEPHONE POLE, 1.3 FEET SOUTHWEST OF
 SA0377'A FENCE, 1.6 FEET EAST OF A WITNESS POST, AND ABOUT 5 1/2 FEET LOWER
 SA0377'THAN THE HIGHWAY.
 SA0377
 SA0377                          STATION RECOVERY (1981)
 SA0377
 SA0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0377'RECOVERED IN GOOD CONDITION. OMIT 5.5 FT BELOW THE HIGHWAY
 SA0377'THE MARK IS 3 M BELOW THE HIGHWAY.
 SA0377
 SA0377                          STATION RECOVERY (2003)
 SA0377
 SA0377'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0217 ***********************************************************************
 SA0217  DESIGNATION -  D 341
 SA0217  PID         -  SA0217
 SA0217  STATE/COUNTY-  WA/WALLA WALLA
 SA0217  USGS QUAD   -  HARSHA (1976)
 SA0217
 SA0217                         *CURRENT SURVEY CONTROL
 SA0217  ___________________________________________________________________
 SA0217* NAD 83(1986)-  46 17 57.     (N)    118 24 39.     (W)     SCALED    
 SA0217* NAVD 88     -       291.288  (meters)     955.67   (feet)  ADJUSTED  
 SA0217  ___________________________________________________________________
 SA0217  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SA0217  DYNAMIC HT  -         291.282 (meters)     955.65  (feet)  COMP
 SA0217  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 SA0217
 SA0217  VERT ORDER  -  SECOND    CLASS 0
 SA0217
 SA0217.The horizontal coordinates were scaled from a topographic map and have
 SA0217.an estimated accuracy of +/- 6 seconds.
 SA0217
 SA0217.The orthometric height was determined by differential leveling
 SA0217.and adjusted by the National Geodetic Survey in June 1991..
 SA0217
 SA0217.The geoid height was determined by GEOID03.
 SA0217
 SA0217.The dynamic height is computed by dividing the NAVD 88
 SA0217.geopotential number by the normal gravity value computed on the
 SA0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0217.degrees latitude (g = 980.6199 gals.).
 SA0217
 SA0217.The modeled gravity was interpolated from observed gravity values.
 SA0217
 SA0217;                    North         East    Units  Estimated Accuracy
 SA0217;SPC WA S     -   109,480.      660,930.      MT  (+/- 180 meters Scaled)
 SA0217
 SA0217                          SUPERSEDED SURVEY CONTROL
 SA0217
 SA0217  NGVD 29 (??/??/92)  290.320  (m)          952.49   (f) ADJ UNCH    2 0
 SA0217
 SA0217.Superseded values are not recommended for survey control.
 SA0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0217.See file dsdata.txt to determine how the superseded data were derived.
 SA0217
 SA0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM913282(NAD 83)
 SA0217_MARKER: DB = BENCH MARK DISK
 SA0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0217_STAMPING: D 341 1952
 SA0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0217+STABILITY: SURFACE MOTION
 SA0217
 SA0217  HISTORY     - Date     Condition        Report By
 SA0217  HISTORY     - 1952     MONUMENTED       CGS
 SA0217  HISTORY     - 1983     MARK NOT FOUND   NGS
 SA0217  HISTORY     - 20040229 GOOD             GEOCAC
 SA0217
 SA0217                          STATION DESCRIPTION
 SA0217
 SA0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SA0217'4.6 MI W FROM PRESCOTT.
 SA0217'1.3 MILES WEST ALONG STATE HIGHWAY 3 E FROM THE POST OFFICE AT
 SA0217'PRESCOTT, THENCE 3.3 MILES WEST ALONG STATE HIGHWAY 3 D, ABOUT 300
 SA0217'FEET SOUTH OF A LARGE WOODEN HOUSE, 178 1/2 FEET NORTHEAST OF THE
 SA0217'NORTHEAST CORNER OF A LARGE CONCRETE BOX CULVERT, 29 1/2 FEET NORTH OF
 SA0217'THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF POWER LINE POLE NO. CE
 SA0217'51, 1.1 FEET SOUTH OF A FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST,
 SA0217'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SA0217'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 SA0217
 SA0217                          STATION RECOVERY (1983)
 SA0217
 SA0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SA0217'MARK NOT FOUND.
 SA0217
 SA0217                          STATION RECOVERY (2004)
 SA0217
 SA0217'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1242 ***********************************************************************
 RZ1242  DESIGNATION -  D 342
 RZ1242  PID         -  RZ1242
 RZ1242  STATE/COUNTY-  WA/GARFIELD
 RZ1242  USGS QUAD   -  DODGE (1981)
 RZ1242
 RZ1242                         *CURRENT SURVEY CONTROL
 RZ1242  ___________________________________________________________________
 RZ1242* NAD 83(1986)-  46 32 36.     (N)    117 46 29.     (W)     SCALED    
 RZ1242* NAVD 88     -       442.702  (meters)    1452.43   (feet)  POSTED    
 RZ1242  ___________________________________________________________________
 RZ1242  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 RZ1242  DYNAMIC HT  -         442.700 (meters)    1452.42  (feet)  COMP
 RZ1242  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 RZ1242
 RZ1242  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RZ1242
 RZ1242.The horizontal coordinates were scaled from a topographic map and have
 RZ1242.an estimated accuracy of +/- 6 seconds.
 RZ1242
 RZ1242.The orthometric height was determined by differential leveling
 RZ1242.and adjusted by the National Geodetic Survey in 1992..
 RZ1242.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RZ1242.rate of 0.0 thru 1.0 mm/km.
 RZ1242
 RZ1242.The geoid height was determined by GEOID03.
 RZ1242
 RZ1242.The dynamic height is computed by dividing the NAVD 88
 RZ1242.geopotential number by the normal gravity value computed on the
 RZ1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1242.degrees latitude (g = 980.6199 gals.).
 RZ1242
 RZ1242.The modeled gravity was interpolated from observed gravity values.
 RZ1242
 RZ1242;                    North         East    Units  Estimated Accuracy
 RZ1242;SPC WA S     -   138,100.      708,970.      MT  (+/- 180 meters Scaled)
 RZ1242
 RZ1242                          SUPERSEDED SURVEY CONTROL
 RZ1242
 RZ1242  NGVD 29 (??/??/92)  441.731  (m)         1449.25   (f) ADJ UNCH    2 0
 RZ1242
 RZ1242.Superseded values are not recommended for survey control.
 RZ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1242.See file dsdata.txt to determine how the superseded data were derived.
 RZ1242
 RZ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM406547(NAD 83)
 RZ1242_MARKER: DD = SURVEY DISK
 RZ1242_SETTING: 80 = SET IN A BOULDER
 RZ1242_SP_SET: BOULDER
 RZ1242_STAMPING: D 342 1952
 RZ1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1242+STABILITY: SURFACE MOTION
 RZ1242
 RZ1242  HISTORY     - Date     Condition        Report By
 RZ1242  HISTORY     - 1952     MONUMENTED       CGS
 RZ1242  HISTORY     - 1963     GOOD             NGS
 RZ1242  HISTORY     - 1983     GOOD             NGS
 RZ1242
 RZ1242                          STATION DESCRIPTION
 RZ1242
 RZ1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RZ1242'3.1 MI NE FROM DODGE.
 RZ1242'3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 295 FROM THE JUNCTION OF U.S.
 RZ1242'HIGHWAYS 295 AND 410 AT DODGE, 104 FEET EAST OF THE CENTER OF U.S.
 RZ1242'HIGHWAY 295, 86 FEET NORTH OF THE EAST END OF A CULVERT AND 64 FEET
 RZ1242'EAST OF A NORTH-SOUTH FENCE LINE SET IN A 2 BY 3 FOOT BOULDER THAT
 RZ1242'PROJECTS 2 FEET.  THE LETTERS B M WERE PAINTED ON THE BOULDER WITH
 RZ1242'YELLOW PAINT.
 RZ1242
 RZ1242                          STATION RECOVERY (1983)
 RZ1242
 RZ1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RZ1242'4.99 KM (3.1 MI) NORTHEAST ALONG STATE HIGHWAY 127 FROM THE JUNCTION
 RZ1242'OF U.S. HIGHWAY 12 AT DODGE TO THE MARK ON THE RIGHT AT THE SOUTHWEST
 RZ1242'END OF A CUT, 32.3 M (106 FT) EAST OF THE CENTER OF THE HIGHWAY, 19.5
 RZ1242'M (64 FT) EAST OF THE RIGHT OF THE WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0273 ***********************************************************************
 TR0273  DESIGNATION -  D 343
 TR0273  PID         -  TR0273
 TR0273  STATE/COUNTY-  WA/SKAGIT
 TR0273  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0273
 TR0273                         *CURRENT SURVEY CONTROL
 TR0273  ___________________________________________________________________
 TR0273* NAD 83(1986)-  48 27 05.     (N)    122 35 21.     (W)     SCALED    
 TR0273* NAVD 88     -        67.406  (meters)     221.15   (feet)  ADJUSTED  
 TR0273  ___________________________________________________________________
 TR0273  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 TR0273  DYNAMIC HT  -          67.423 (meters)     221.20  (feet)  COMP
 TR0273  MODELED GRAV-     980,863.6   (mgal)                       NAVD 88
 TR0273
 TR0273  VERT ORDER  -  FIRST     CLASS II
 TR0273
 TR0273.The horizontal coordinates were scaled from a topographic map and have
 TR0273.an estimated accuracy of +/- 6 seconds.
 TR0273
 TR0273.The orthometric height was determined by differential leveling
 TR0273.and adjusted by the National Geodetic Survey in June 1991..
 TR0273
 TR0273.The geoid height was determined by GEOID03.
 TR0273
 TR0273.The dynamic height is computed by dividing the NAVD 88
 TR0273.geopotential number by the normal gravity value computed on the
 TR0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0273.degrees latitude (g = 980.6199 gals.).
 TR0273
 TR0273.The modeled gravity was interpolated from observed gravity values.
 TR0273
 TR0273;                    North         East    Units  Estimated Accuracy
 TR0273;SPC WA N     -   162,850.      370,130.      MT  (+/- 180 meters Scaled)
 TR0273
 TR0273                          SUPERSEDED SURVEY CONTROL
 TR0273
 TR0273  NGVD 29 (??/??/92)   66.250  (m)          217.36   (f) ADJ UNCH    1 2
 TR0273
 TR0273.Superseded values are not recommended for survey control.
 TR0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0273.See file dsdata.txt to determine how the superseded data were derived.
 TR0273
 TR0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU303665(NAD 83)
 TR0273_MARKER: DB = BENCH MARK DISK
 TR0273_SETTING: 66 = SET IN ROCK OUTCROP
 TR0273_SP_SET: GRANITE OUTCROP
 TR0273_STAMPING: D 343 1952
 TR0273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0273+STABILITY: POSITION/ELEVATION WELL
 TR0273
 TR0273  HISTORY     - Date     Condition        Report By
 TR0273  HISTORY     - 1952     MONUMENTED       CGS
 TR0273  HISTORY     - 20040522 MARK NOT FOUND   USPSQD
 TR0273
 TR0273                          STATION DESCRIPTION
 TR0273
 TR0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TR0273'5.6 MI SE FROM ANACORTES.
 TR0273'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 TR0273'ANACORTES, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 1D, IN THE TOP OF
 TR0273'A LARGE GRANITE OUTCROP PROJECTING ABOUT 8 FEET ABOVE THE GROUND,
 TR0273'116.0 WEST OF THE WEST CORNER OF A FARMHOUSE, 70.7 FEET SOUTHEAST OF
 TR0273'THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTH OF THE APPROXIMATE
 TR0273'CENTER OF A DIRT ROAD LEADING EAST TO THE FARMHOUSE, 48 FEET SOUTHEAST
 TR0273'OF POWER LINE POLE NO.W I-0-23 WITH A TRANSFORMER, AND ABOUT LEVEL
 TR0273'WITH THE HIGHWAY.
 TR0273
 TR0273                          STATION RECOVERY (2004)
 TR0273
 TR0273'RECOVERY NOTE BY US POWER SQUADRON 2004 (MCV)
 TR0273'OUTCROP IS VISIBLE FROM PRIVATE DRIVE ALONG HIGHWAY.  CLOSER ACCESS
 TR0273'DENIED BY LARGE, UNFRIENDLY DOG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0468 ***********************************************************************
 TR0468  DESIGNATION -  D 344
 TR0468  PID         -  TR0468
 TR0468  STATE/COUNTY-  WA/ISLAND
 TR0468  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0468
 TR0468                         *CURRENT SURVEY CONTROL
 TR0468  ___________________________________________________________________
 TR0468* NAD 83(1986)-  48 17 10.     (N)    122 32 45.     (W)     SCALED    
 TR0468* NAVD 88     -        92.770  (meters)     304.36   (feet)  ADJUSTED  
 TR0468  ___________________________________________________________________
 TR0468  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 TR0468  DYNAMIC HT  -          92.790 (meters)     304.43  (feet)  COMP
 TR0468  MODELED GRAV-     980,824.0   (mgal)                       NAVD 88
 TR0468
 TR0468  VERT ORDER  -  FIRST     CLASS II
 TR0468
 TR0468.The horizontal coordinates were scaled from a topographic map and have
 TR0468.an estimated accuracy of +/- 6 seconds.
 TR0468
 TR0468.The orthometric height was determined by differential leveling
 TR0468.and adjusted by the National Geodetic Survey in June 1991..
 TR0468
 TR0468.The geoid height was determined by GEOID03.
 TR0468
 TR0468.The dynamic height is computed by dividing the NAVD 88
 TR0468.geopotential number by the normal gravity value computed on the
 TR0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0468.degrees latitude (g = 980.6199 gals.).
 TR0468
 TR0468.The modeled gravity was interpolated from observed gravity values.
 TR0468
 TR0468;                    North         East    Units  Estimated Accuracy
 TR0468;SPC WA N     -   144,410.      372,930.      MT  (+/- 180 meters Scaled)
 TR0468
 TR0468                          SUPERSEDED SURVEY CONTROL
 TR0468
 TR0468  NGVD 29 (??/??/92)   91.622  (m)          300.60   (f) ADJ UNCH    1 2
 TR0468
 TR0468.Superseded values are not recommended for survey control.
 TR0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0468.See file dsdata.txt to determine how the superseded data were derived.
 TR0468
 TR0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU336482(NAD 83)
 TR0468_MARKER: DB = BENCH MARK DISK
 TR0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0468_STAMPING: D 344 1952
 TR0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0468+STABILITY: SURFACE MOTION
 TR0468
 TR0468  HISTORY     - Date     Condition        Report By
 TR0468  HISTORY     - 1952     MONUMENTED       CGS
 TR0468  HISTORY     - 1973     POOR             USGS
 TR0468
 TR0468                          STATION DESCRIPTION
 TR0468
 TR0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TR0468'5.2 MI E FROM OAK HARBOR.
 TR0468'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0468'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0468'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.65 MILE
 TR0468'NORTHEAST ALONG TORPEDO ROAD, THENCE 3.6 MILES EAST ALONG MIDWAY
 TR0468'BOULEVARD, AT A CURVE OF THE BOULEVARD, 207 FEET EAST OF THE
 TR0468'APPROXIMATE CENTER OF THE Y JUNCTION OF A DIRT LANE LEADING EAST TO A
 TR0468'FARMHOUSE, 94.4 FEET SOUTHEAST OF THE SOUTHEAST CORNR OF THE
 TR0468'FARMHOUSE, 24 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY TO
 TR0468'THE FARMHOUSE, 1.7 FEET NORTH OF A FENCE POST, 1.6 FEET EAST OF A
 TR0468'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE BOULEVARD, AND SET IN THE
 TR0468'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TR0468
 TR0468                          STATION RECOVERY (1973)
 TR0468
 TR0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0468'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0680 ***********************************************************************
 RZ0680  DESIGNATION -  D 345
 RZ0680  PID         -  RZ0680
 RZ0680  STATE/COUNTY-  WA/WHITMAN
 RZ0680  USGS QUAD   -  COLTON (1975)
 RZ0680
 RZ0680                         *CURRENT SURVEY CONTROL
 RZ0680  ___________________________________________________________________
 RZ0680* NAD 83(1986)-  46 36 23.     (N)    117 14 16.     (W)     SCALED    
 RZ0680* NAVD 88     -       804.908  (meters)    2640.77   (feet)  ADJUSTED  
 RZ0680  ___________________________________________________________________
 RZ0680  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 RZ0680  DYNAMIC HT  -         804.847 (meters)    2640.57  (feet)  COMP
 RZ0680  MODELED GRAV-     980,511.6   (mgal)                       NAVD 88
 RZ0680
 RZ0680  VERT ORDER  -  SECOND    CLASS 0
 RZ0680
 RZ0680.The horizontal coordinates were scaled from a topographic map and have
 RZ0680.an estimated accuracy of +/- 6 seconds.
 RZ0680
 RZ0680.The orthometric height was determined by differential leveling
 RZ0680.and adjusted by the National Geodetic Survey in June 1991..
 RZ0680
 RZ0680.The geoid height was determined by GEOID03.
 RZ0680
 RZ0680.The dynamic height is computed by dividing the NAVD 88
 RZ0680.geopotential number by the normal gravity value computed on the
 RZ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0680.degrees latitude (g = 980.6199 gals.).
 RZ0680
 RZ0680.The modeled gravity was interpolated from observed gravity values.
 RZ0680
 RZ0680;                    North         East    Units  Estimated Accuracy
 RZ0680;SPC WA S     -   146,670.      749,840.      MT  (+/- 180 meters Scaled)
 RZ0680
 RZ0680                          SUPERSEDED SURVEY CONTROL
 RZ0680
 RZ0680  NGVD 29 (??/??/92)  803.843  (m)         2637.27   (f) ADJ UNCH    2 0
 RZ0680
 RZ0680.Superseded values are not recommended for survey control.
 RZ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0680.See file dsdata.txt to determine how the superseded data were derived.
 RZ0680
 RZ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM817614(NAD 83)
 RZ0680_MARKER: DB = BENCH MARK DISK
 RZ0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0680_STAMPING: D 345 1952
 RZ0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0680+STABILITY: SURFACE MOTION
 RZ0680
 RZ0680  HISTORY     - Date     Condition        Report By
 RZ0680  HISTORY     - 1952     MONUMENTED       CGS
 RZ0680
 RZ0680                          STATION DESCRIPTION
 RZ0680
 RZ0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0680'6.7 MI NW FROM COLTON.
 RZ0680'0.8 MILE NORTHWEST ALONG U. S. HIGHWAY 195 FROM THE SECURITY STATE
 RZ0680'BANK AT COLTON, THENCE 5.9 MILES NORTHWEST ALONG A GRAVEL ROAD, AT THE
 RZ0680'T JUNCTION OF A DIRT ROAD LEADING EAST TO THE H. NEUMAN RANCH, 40 1/2
 RZ0680'FEET EAST OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET NORTH OF THE
 RZ0680'CENTER LINE OF THE DIRT ROAD, 3 1/2 FEET SOUTHWEST OF A FENCE CORNER
 RZ0680'POST, 1.5 FEET WEST OF THE FENCE, 1.4 FEET SOUTH OF A WITNESS POST,
 RZ0680'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RZ0680'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0773 ***********************************************************************
 SV0773  DESIGNATION -  D 35 RESET 1934
 SV0773  PID         -  SV0773
 SV0773  STATE/COUNTY-  WA/SPOKANE
 SV0773  USGS QUAD   -  SPOKANE NE (1986)
 SV0773
 SV0773                         *CURRENT SURVEY CONTROL
 SV0773  ___________________________________________________________________
 SV0773* NAD 83(1986)-  47 39 26.     (N)    117 17 05.     (W)     SCALED    
 SV0773* NAVD 88     -       607.04   (meters)    1991.6    (feet)  RESET     
 SV0773  ___________________________________________________________________
 SV0773  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 SV0773
 SV0773  VERT ORDER  -  THIRD
 SV0773
 SV0773.The horizontal coordinates were scaled from a topographic map and have
 SV0773.an estimated accuracy of +/- 6 seconds.
 SV0773
 SV0773.The orthometric height was computed from unverified reset data.
 SV0773.No vertical observational check was made to the station.
 SV0773
 SV0773.The geoid height was determined by GEOID03.
 SV0773
 SV0773;                    North         East    Units  Estimated Accuracy
 SV0773;SPC WA N     -    79,220.      766,470.      MT  (+/- 180 meters Scaled)
 SV0773
 SV0773                          SUPERSEDED SURVEY CONTROL
 SV0773
 SV0773  NGVD 29 (??/??/??)  605.88   (m)         1987.8    (f) RESET       3  
 SV0773
 SV0773.Superseded values are not recommended for survey control.
 SV0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0773.See file dsdata.txt to determine how the superseded data were derived.
 SV0773
 SV0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN786782(NAD 83)
 SV0773_MARKER: DD = SURVEY DISK
 SV0773_SETTING: 0 = UNSPECIFIED SETTING
 SV0773_STAMPING: D 35 RESET 1934
 SV0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0773
 SV0773  HISTORY     - Date     Condition        Report By
 SV0773  HISTORY     - 1934     MONUMENTED       WAHC
 SV0773  HISTORY     - 1965     GOOD             NGS
 SV0773  HISTORY     - 1967     GOOD             NGS
 SV0773  HISTORY     - 1973     GOOD             USGS
 SV0773  HISTORY     - 1973     GOOD             USGS
 SV0773  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0773
 SV0773                          STATION DESCRIPTION
 SV0773
 SV0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0773'3 MI E FROM SPOKANE.
 SV0773'AT THE NORTHWEST END OF THE OVERPASS WHERE THE UNION PACIFIC RAILROAD
 SV0773'PASSES OVER SPRAGUE AVE. IN THE EAST 8900 BLOCK ON SPRAGUE AVE.  THE
 SV0773'MARK IS 15 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD AND
 SV0773'ABOUT 1 FOOT LOWER THAN THE TRACKS.
 SV0773
 SV0773                          STATION RECOVERY (1967)
 SV0773
 SV0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SV0773'RECOVERED IN GOOD CONDITION.
 SV0773
 SV0773                          STATION RECOVERY (1973)
 SV0773
 SV0773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV0773'RECOVERED IN GOOD CONDITION.
 SV0773
 SV0773                          STATION RECOVERY (1973)
 SV0773
 SV0773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV0773'RECOVERED IN GOOD CONDITION.
 SV0773
 SV0773                          STATION RECOVERY (1980)
 SV0773
 SV0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0773'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-A NEW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0994 ***********************************************************************
 SY0994  DESIGNATION -  D 351
 SY0994  PID         -  SY0994
 SY0994  STATE/COUNTY-  WA/KITSAP
 SY0994  USGS QUAD   -  SUQUAMISH (1981)
 SY0994
 SY0994                         *CURRENT SURVEY CONTROL
 SY0994  ___________________________________________________________________
 SY0994* NAD 83(1986)-  47 42 25.     (N)    122 36 02.     (W)     SCALED    
 SY0994* NAVD 88     -        40.822  (meters)     133.93   (feet)  POSTED    
 SY0994  ___________________________________________________________________
 SY0994  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 SY0994  DYNAMIC HT  -          40.830 (meters)     133.96  (feet)  COMP
 SY0994  MODELED GRAV-     980,769.0   (mgal)                       NAVD 88
 SY0994
 SY0994  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0994
 SY0994.The horizontal coordinates were scaled from a topographic map and have
 SY0994.an estimated accuracy of +/- 6 seconds.
 SY0994
 SY0994.The orthometric height was determined by differential leveling
 SY0994.and adjusted by the National Geodetic Survey in 1992..
 SY0994.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0994.rate of 0.0 thru 1.0 mm/km.
 SY0994
 SY0994.The geoid height was determined by GEOID03.
 SY0994
 SY0994.The dynamic height is computed by dividing the NAVD 88
 SY0994.geopotential number by the normal gravity value computed on the
 SY0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0994.degrees latitude (g = 980.6199 gals.).
 SY0994
 SY0994.The modeled gravity was interpolated from observed gravity values.
 SY0994
 SY0994;                    North         East    Units  Estimated Accuracy
 SY0994;SPC WA N     -    80,120.      367,390.      MT  (+/- 180 meters Scaled)
 SY0994
 SY0994                          SUPERSEDED SURVEY CONTROL
 SY0994
 SY0994  NGVD 29 (??/??/??)   39.756  (m)          130.43   (f) ADJUSTED    1 2
 SY0994
 SY0994.Superseded values are not recommended for survey control.
 SY0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0994.See file dsdata.txt to determine how the superseded data were derived.
 SY0994
 SY0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET299838(NAD 83)
 SY0994_MARKER: DB = BENCH MARK DISK
 SY0994_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0994_SP_SET: FOUNDATION
 SY0994_STAMPING: D 351 1956
 SY0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0994
 SY0994  HISTORY     - Date     Condition        Report By
 SY0994  HISTORY     - 1956     MONUMENTED       CGS
 SY0994  HISTORY     - 19960606 GOOD             USPSQD
 SY0994  HISTORY     - 19970421 GOOD             USPSQD
 SY0994  HISTORY     - 20060624 POOR             USPSQD
 SY0994
 SY0994                          STATION DESCRIPTION
 SY0994
 SY0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0994'1.7 MI SW FROM AGATE PASS BRIDGE.
 SY0994'1.7 MILES WEST AND SOUTHWEST ALONG STATE HIGHWAY 21A FROM THE
 SY0994'NORTHWEST END OF THE AGATE PASS BRIDGE, IN R2E T26N S31, 2.6 MILES
 SY0994'SOUTHEAST OF POULSBO, AT THE INTERSECTION OF A PAVED ROAD LEADING
 SY0994'SOUTHWEST AND NORTHEAST, AT THE SOUTHWEST ONE OF THREE 4- BY 4-FOOT
 SY0994'CONCRETE FOUNDATIONS SUPPORTING A LARGE BIG BEAR DRIVE IN THEATER
 SY0994'SIGN, IN TOP OF THE SOUTH CORNER OF THE FOUNDATION WHICH PROJECTS 3
 SY0994'FEET ABOVE THE GROUND, 77 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 SY0994'HIGHWAY, 65 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 SY0994'NORTHEAST, AND ABOUT 3 FEET HIGH THAN THE HIGHWAY.
 SY0994
 SY0994                          STATION RECOVERY (1996)
 SY0994
 SY0994'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0994'RECOVERED IN GOOD CONDITION.
 SY0994
 SY0994                          STATION RECOVERY (1997)
 SY0994
 SY0994'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY0994'RECOVERED IN GOOD CONDITION.
 SY0994
 SY0994                          STATION RECOVERY (2006)
 SY0994
 SY0994'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 SY0994'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0633 ***********************************************************************
 SY0633  DESIGNATION -  D 352
 SY0633  PID         -  SY0633
 SY0633  STATE/COUNTY-  WA/KING
 SY0633  USGS QUAD   -  VASHON (1994)
 SY0633
 SY0633                         *CURRENT SURVEY CONTROL
 SY0633  ___________________________________________________________________
 SY0633* NAD 83(1986)-  47 29 08.     (N)    122 28 06.     (W)     SCALED    
 SY0633* NAVD 88     -       109.184  (meters)     358.21   (feet)  POSTED    
 SY0633  ___________________________________________________________________
 SY0633  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 SY0633  DYNAMIC HT  -         109.210 (meters)     358.30  (feet)  COMP
 SY0633  MODELED GRAV-     980,805.3   (mgal)                       NAVD 88
 SY0633
 SY0633  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0633
 SY0633.The horizontal coordinates were scaled from a topographic map and have
 SY0633.an estimated accuracy of +/- 6 seconds.
 SY0633
 SY0633.The orthometric height was determined by differential leveling
 SY0633.and adjusted by the National Geodetic Survey in 1992..
 SY0633.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0633.rate of 0.0 thru 1.0 mm/km.
 SY0633
 SY0633.The geoid height was determined by GEOID03.
 SY0633
 SY0633.The dynamic height is computed by dividing the NAVD 88
 SY0633.geopotential number by the normal gravity value computed on the
 SY0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0633.degrees latitude (g = 980.6199 gals.).
 SY0633
 SY0633.The modeled gravity was interpolated from observed gravity values.
 SY0633
 SY0633;                    North         East    Units  Estimated Accuracy
 SY0633;SPC WA N     -    55,290.      376,790.      MT  (+/- 180 meters Scaled)
 SY0633
 SY0633                          SUPERSEDED SURVEY CONTROL
 SY0633
 SY0633  NGVD 29 (??/??/??)  108.135  (m)          354.77   (f) ADJUSTED    1 2
 SY0633
 SY0633.Superseded values are not recommended for survey control.
 SY0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0633.See file dsdata.txt to determine how the superseded data were derived.
 SY0633
 SY0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET400592(NAD 83)
 SY0633_MARKER: DB = BENCH MARK DISK
 SY0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0633_STAMPING: D 352 1956
 SY0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0633+STABILITY: SURFACE MOTION
 SY0633
 SY0633  HISTORY     - Date     Condition        Report By
 SY0633  HISTORY     - 1956     MONUMENTED       CGS
 SY0633  HISTORY     - 1965     GOOD             CGS
 SY0633  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY0633
 SY0633                          STATION DESCRIPTION
 SY0633
 SY0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0633'2.7 MI N FROM VASHON.
 SY0633'2.7 MILES NORTH ALONG A PAVED ROAD FROM THE VASHON ISLAND BRANCH OF
 SY0633'THE PEOPLES NATIONAL BANK OF WASHINGTON AT VASHON, IN R3E T23N S18,
 SY0633'0.1 MILE SOUTHEAST OF THE Y JUNCTION OF A PAVED ROAD LEADING SOUTH,
 SY0633'98.5 FEET EAST OF THE EAST CORNER OF A GROCERY STORE BUILDING, 22 FEET
 SY0633'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTHEAST OF A
 SY0633'POWER AND TELEPHONE LINE POLE, 1.7 FEET NORTHWEST OF A WITNESS POST,
 SY0633'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SY0633'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SY0633
 SY0633                          STATION RECOVERY (1965)
 SY0633
 SY0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0633'RECOVERED IN GOOD CONDITION.
 SY0633
 SY0633                          STATION RECOVERY (1983)
 SY0633
 SY0633'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0634 ***********************************************************************
 SY0634  DESIGNATION -  D 352 RESET 1965
 SY0634  PID         -  SY0634
 SY0634  STATE/COUNTY-  WA/KING
 SY0634  USGS QUAD   -  VASHON (1994)
 SY0634
 SY0634                         *CURRENT SURVEY CONTROL
 SY0634  ___________________________________________________________________
 SY0634* NAD 83(1986)-  47 29 09.     (N)    122 28 09.     (W)     SCALED    
 SY0634* NAVD 88     -       109.19   (+/-2cm)     358.2    (feet)  VERTCON   
 SY0634  ___________________________________________________________________
 SY0634  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 SY0634
 SY0634  VERT ORDER  -  THIRD (See Below)
 SY0634
 SY0634.The horizontal coordinates were scaled from a topographic map and have
 SY0634.an estimated accuracy of +/- 6 seconds.
 SY0634
 SY0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0634.The vertical order pertains to the NGVD 29 superseded value.
 SY0634
 SY0634.The geoid height was determined by GEOID03.
 SY0634
 SY0634;                    North         East    Units  Estimated Accuracy
 SY0634;SPC WA N     -    55,330.      376,730.      MT  (+/- 180 meters Scaled)
 SY0634
 SY0634                          SUPERSEDED SURVEY CONTROL
 SY0634
 SY0634  NGVD 29 (??/??/??)  108.14   (m)          354.8    (f) RESET       3  
 SY0634
 SY0634.Superseded values are not recommended for survey control.
 SY0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0634.See file dsdata.txt to determine how the superseded data were derived.
 SY0634
 SY0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET399592(NAD 83)
 SY0634_MARKER: DB = BENCH MARK DISK
 SY0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0634_STAMPING: D 352 RESET 1965
 SY0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0634+STABILITY: SURFACE MOTION
 SY0634
 SY0634  HISTORY     - Date     Condition        Report By
 SY0634  HISTORY     - 1965     MONUMENTED       CGS
 SY0634  HISTORY     - 1983     GOOD             USPSQD
 SY0634
 SY0634                          STATION DESCRIPTION
 SY0634
 SY0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0634'2.7 MI N FROM VASHON.
 SY0634'2.7 MILES NORTH ALONG HIGHWAY FROM THE VASHON ISLAND BRANCH OF THE
 SY0634'PEOPLES NATIONAL BANK AT VASHON, 146 FEET SOUTH OF P.T. AT SOUTH END
 SY0634'OF A CURVE, (WHEN LOOKING NORTH FROM THE MARK THE ROAD CURVES RIGHT),
 SY0634'96 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GROCERY STORE IN A ROAD
 SY0634'FORK, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2
 SY0634'FEET ABOVE THE SURFACE OF THE HIGHWAY.  THE MARK IS A STANDARD DISK
 SY0634'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.
 SY0634
 SY0634                          STATION RECOVERY (1983)
 SY0634
 SY0634'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0634'THE GROCERY STORE IS NOT THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1073 ***********************************************************************
 RC1073  DESIGNATION -  D 354
 RC1073  PID         -  RC1073
 RC1073  STATE/COUNTY-  WA/KLICKITAT
 RC1073  USGS QUAD   -  NORTHWESTERN LAKE (1994)
 RC1073
 RC1073                         *CURRENT SURVEY CONTROL
 RC1073  ___________________________________________________________________
 RC1073* NAD 83(1986)-  45 46 00.     (N)    121 32 15.     (W)     SCALED    
 RC1073* NAVD 88     -       104.305  (meters)     342.21   (feet)  ADJUSTED  
 RC1073  ___________________________________________________________________
 RC1073  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 RC1073  DYNAMIC HT  -         104.301 (meters)     342.19  (feet)  COMP
 RC1073  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 RC1073
 RC1073  VERT ORDER  -  SECOND    CLASS 0
 RC1073
 RC1073.The horizontal coordinates were scaled from a topographic map and have
 RC1073.an estimated accuracy of +/- 6 seconds.
 RC1073
 RC1073.The orthometric height was determined by differential leveling
 RC1073.and adjusted by the National Geodetic Survey in June 1991..
 RC1073
 RC1073.The geoid height was determined by GEOID03.
 RC1073
 RC1073.The dynamic height is computed by dividing the NAVD 88
 RC1073.geopotential number by the normal gravity value computed on the
 RC1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1073.degrees latitude (g = 980.6199 gals.).
 RC1073
 RC1073.The modeled gravity was interpolated from observed gravity values.
 RC1073
 RC1073;                    North         East    Units  Estimated Accuracy
 RC1073;SPC WA S     -    48,700.      419,300.      MT  (+/- 180 meters Scaled)
 RC1073
 RC1073                          SUPERSEDED SURVEY CONTROL
 RC1073
 RC1073  NGVD 29 (??/??/92)  103.27   (m)          338.8    (f) COMPUTED    2 0
 RC1073
 RC1073.Superseded values are not recommended for survey control.
 RC1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1073.See file dsdata.txt to determine how the superseded data were derived.
 RC1073
 RC1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR137691(NAD 83)
 RC1073_MARKER: DB = BENCH MARK DISK
 RC1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1073_STAMPING: D 354 1956
 RC1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1073+STABILITY: SURFACE MOTION
 RC1073
 RC1073  HISTORY     - Date     Condition        Report By
 RC1073  HISTORY     - 1956     MONUMENTED       CGS
 RC1073  HISTORY     - 1970     GOOD             NGS
 RC1073
 RC1073                          STATION DESCRIPTION
 RC1073
 RC1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 RC1073'3.4 MI N FROM UNDERWOOD.
 RC1073'0.1 MILE WEST ALONG U. S. HIGHWAY 830 FROM THE SPOKANE, PORTLAND AND
 RC1073'SEATTLE RAILWAY STATION AT UNDERWOOD, THENCE 1.0 MILE NORTH ALONG A
 RC1073'COUNTY PAVED ROAD, THENCE 2.3 MILES NORTH ALONG A COUNTY GRADED ROAD,
 RC1073'IN R10E T3N S10, 0.6 MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY
 RC1073'8-D, NEAR THE PACIFIC POWER AND ELECTRIC COMPANY DAM ACROSS WHITE
 RC1073'SALMON RIVER, 56.8 FEET SOUTH OF THE SOUTH EDGE OF A WOODEN STAIRWAY
 RC1073'LEADING TO THE DAM, 39 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 1/2
 RC1073'FEET EAST OF THE EAST ONE OF TWO POWER LINE POLES SUPPORTING THREE
 RC1073'TRANSFORMERS, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 RC1073'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 RC1073'FOOT ABOVE THE GROUND.
 RC1073
 RC1073                          STATION RECOVERY (1970)
 RC1073
 RC1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RC1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0916 ***********************************************************************
 SV0916  DESIGNATION -  D 355
 SV0916  PID         -  SV0916
 SV0916  STATE/COUNTY-  WA/LINCOLN
 SV0916  USGS QUAD   -  SPRAGUE (1981)
 SV0916
 SV0916                         *CURRENT SURVEY CONTROL
 SV0916  ___________________________________________________________________
 SV0916* NAD 83(1986)-  47 22 20.     (N)    117 53 09.     (W)     SCALED    
 SV0916* NAVD 88     -       667.688  (meters)    2190.57   (feet)  ADJUSTED  
 SV0916  ___________________________________________________________________
 SV0916  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 SV0916  DYNAMIC HT  -         667.705 (meters)    2190.63  (feet)  COMP
 SV0916  MODELED GRAV-     980,617.3   (mgal)                       NAVD 88
 SV0916
 SV0916  VERT ORDER  -  SECOND    CLASS 0
 SV0916
 SV0916.The horizontal coordinates were scaled from a topographic map and have
 SV0916.an estimated accuracy of +/- 6 seconds.
 SV0916
 SV0916.The orthometric height was determined by differential leveling
 SV0916.and adjusted by the National Geodetic Survey in June 1991..
 SV0916
 SV0916.The geoid height was determined by GEOID03.
 SV0916
 SV0916.The dynamic height is computed by dividing the NAVD 88
 SV0916.geopotential number by the normal gravity value computed on the
 SV0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0916.degrees latitude (g = 980.6199 gals.).
 SV0916
 SV0916.The modeled gravity was interpolated from observed gravity values.
 SV0916
 SV0916;                    North         East    Units  Estimated Accuracy
 SV0916;SPC WA N     -    45,650.      722,570.      MT  (+/- 180 meters Scaled)
 SV0916
 SV0916                          SUPERSEDED SURVEY CONTROL
 SV0916
 SV0916  NGVD 29 (??/??/92)  666.508  (m)         2186.70   (f) ADJ UNCH    2 0
 SV0916
 SV0916.Superseded values are not recommended for survey control.
 SV0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0916.See file dsdata.txt to determine how the superseded data were derived.
 SV0916
 SV0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN331469(NAD 83)
 SV0916_MARKER: DB = BENCH MARK DISK
 SV0916_SETTING: 0 = UNSPECIFIED SETTING
 SV0916_STAMPING: D 355 1957
 SV0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0916
 SV0916  HISTORY     - Date     Condition        Report By
 SV0916  HISTORY     - 1957     MONUMENTED       CGS
 SV0916  HISTORY     - 1965     GOOD             NGS
 SV0916  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0916
 SV0916                          STATION DESCRIPTION
 SV0916
 SV0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0916'6 MI SW FROM TYLER.
 SV0916'FROM THE GATE ON THE WEST SIDE OF THE FARMYARD, ABOUT 80 FEET SOUTH OF
 SV0916'THE BARN, GO WESTERLY ON THE TRACK ROAD FOR 0.35 MILE TO A BARN ON THE
 SV0916'LEFT, CONTINUE WESTERLY ON TRACK ROAD FOR 0.3 MILE TO THE EDGE OF A
 SV0916'CULTIVATED FIELD.  CONTINUE WESTERLY ACROSS THE CULTIVATED FIELD,
 SV0916'PASSING BETWEEN TWO HILLS, 0.4 MILE TO THE GATE IN THE NORTH-SOUTH
 SV0916'FENCE.  GATE IS JUST SOUTH OF A SMALL LAKE AND ABOUT 100 YARDS
 SV0916'SOUTHWEST OF A ROCKY PATCH OF UNCULTIVATED GROUND.  THE MARK IS 5.8
 SV0916'FEET SOUTH OF THE SOUTH GATE POST.  A METAL WITNESS POST WAS SET 1
 SV0916'FOOT NORTH OF THE MARK.
 SV0916
 SV0916                          STATION RECOVERY (1976)
 SV0916
 SV0916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0276 ***********************************************************************
 SW0276  DESIGNATION -  D 356
 SW0276  PID         -  SW0276
 SW0276  STATE/COUNTY-  WA/ADAMS
 SW0276  USGS QUAD   -  SCHRAG (1982)
 SW0276
 SW0276                         *CURRENT SURVEY CONTROL
 SW0276  ___________________________________________________________________
 SW0276* NAD 83(1986)-  47 05 11.     (N)    118 45 28.     (W)     SCALED    
 SW0276* NAVD 88     -       454.998  (meters)    1492.77   (feet)  ADJUSTED  
 SW0276  ___________________________________________________________________
 SW0276  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 SW0276  DYNAMIC HT  -         455.018 (meters)    1492.84  (feet)  COMP
 SW0276  MODELED GRAV-     980,645.3   (mgal)                       NAVD 88
 SW0276
 SW0276  VERT ORDER  -  SECOND    CLASS 0
 SW0276
 SW0276.The horizontal coordinates were scaled from a topographic map and have
 SW0276.an estimated accuracy of +/- 6 seconds.
 SW0276
 SW0276.The orthometric height was determined by differential leveling
 SW0276.and adjusted by the National Geodetic Survey in June 1991..
 SW0276
 SW0276.The geoid height was determined by GEOID03.
 SW0276
 SW0276.The dynamic height is computed by dividing the NAVD 88
 SW0276.geopotential number by the normal gravity value computed on the
 SW0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0276.degrees latitude (g = 980.6199 gals.).
 SW0276
 SW0276.The modeled gravity was interpolated from observed gravity values.
 SW0276
 SW0276;                    North         East    Units  Estimated Accuracy
 SW0276;SPC WA S     -   196,320.      632,280.      MT  (+/- 180 meters Scaled)
 SW0276
 SW0276                          SUPERSEDED SURVEY CONTROL
 SW0276
 SW0276  NGVD 29 (??/??/92)  453.862  (m)         1489.05   (f) ADJ UNCH    2 0
 SW0276
 SW0276.Superseded values are not recommended for survey control.
 SW0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0276.See file dsdata.txt to determine how the superseded data were derived.
 SW0276
 SW0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN665162(NAD 83)
 SW0276_MARKER: DB = BENCH MARK DISK
 SW0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0276_STAMPING: D 356 1957
 SW0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0276+STABILITY: SURFACE MOTION
 SW0276
 SW0276  HISTORY     - Date     Condition        Report By
 SW0276  HISTORY     - 1957     MONUMENTED       CGS
 SW0276  HISTORY     - 1967     GOOD             NGS
 SW0276
 SW0276                          STATION DESCRIPTION
 SW0276
 SW0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0276'17.8 MI W FROM RITZVILLE.
 SW0276'THE MARK CAN BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 10 AND
 SW0276'STATE HIGHWAY 21 WHICH IS ABOUT 13 MILES WEST OF RITZVILLE, BY GOING
 SW0276'WEST ON U.S. HIGHWAY 10 FOR 4.8 MILES, TURN RIGHT AND GO NORTH 0.65
 SW0276'MILE TO A POINT WHERE THE GRAVEL ROAD CURVES LEFT.  THE MARK IS 19
 SW0276'FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 4 FEET WEST OF THE
 SW0276'PROJECTED CENTER LINE OF A GRAVEL ROAD TO THE SOUTH, 4 FEET
 SW0276'SOUTH-SOUTHEAST OF A QUARTER CORNER CONCRETE WITNESS POST STAMPED 35 2
 SW0276'1/4C 173N.  A STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH
 SW0276'PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 1 FOOT NORTHWEST OF
 SW0276'THE MARK.  THIS MARK IS 1.2 MILES EAST OF TRIANGULATION STATION ALFORD
 SW0276'PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0660 ***********************************************************************
 SW0660  DESIGNATION -  D 357
 SW0660  PID         -  SW0660
 SW0660  STATE/COUNTY-  WA/GRANT
 SW0660  USGS QUAD   -  WINCHESTER SE (1978)
 SW0660
 SW0660                         *CURRENT SURVEY CONTROL
 SW0660  ___________________________________________________________________
 SW0660* NAD 83(1986)-  47 06 12.     (N)    119 32 17.     (W)     SCALED    
 SW0660* NAVD 88     -       353.008  (meters)    1158.16   (feet)  ADJUSTED  
 SW0660  ___________________________________________________________________
 SW0660  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SW0660  DYNAMIC HT  -         353.033 (meters)    1158.24  (feet)  COMP
 SW0660  MODELED GRAV-     980,674.7   (mgal)                       NAVD 88
 SW0660
 SW0660  VERT ORDER  -  SECOND    CLASS 0
 SW0660
 SW0660.The horizontal coordinates were scaled from a topographic map and have
 SW0660.an estimated accuracy of +/- 6 seconds.
 SW0660
 SW0660.The orthometric height was determined by differential leveling
 SW0660.and adjusted by the National Geodetic Survey in June 1991..
 SW0660
 SW0660.The geoid height was determined by GEOID03.
 SW0660
 SW0660.The dynamic height is computed by dividing the NAVD 88
 SW0660.geopotential number by the normal gravity value computed on the
 SW0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0660.degrees latitude (g = 980.6199 gals.).
 SW0660
 SW0660.The modeled gravity was interpolated from observed gravity values.
 SW0660
 SW0660;                    North         East    Units  Estimated Accuracy
 SW0660;SPC WA S     -   197,190.      573,020.      MT  (+/- 180 meters Scaled)
 SW0660
 SW0660                          SUPERSEDED SURVEY CONTROL
 SW0660
 SW0660  NGVD 29 (??/??/92)  351.887  (m)         1154.48   (f) ADJ UNCH    2 0
 SW0660
 SW0660.Superseded values are not recommended for survey control.
 SW0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0660.See file dsdata.txt to determine how the superseded data were derived.
 SW0660
 SW0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN074197(NAD 83)
 SW0660_MARKER: DB = BENCH MARK DISK
 SW0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0660_STAMPING: D 357 1957
 SW0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0660+STABILITY: SURFACE MOTION
 SW0660
 SW0660  HISTORY     - Date     Condition        Report By
 SW0660  HISTORY     - 1957     MONUMENTED       CGS
 SW0660  HISTORY     - 1967     GOOD             NGS
 SW0660  HISTORY     - 1988     GOOD             USPSQD
 SW0660
 SW0660                          STATION DESCRIPTION
 SW0660
 SW0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0660'16.1 MI E FROM GEORGE.
 SW0660'16.1 MILES EAST OF THE INTERCHANGE AT GEORGE, 0.9 MILE EAST OF DODSON
 SW0660'ROAD OVERPASS, 99 FEET SOUTH OF THE CENTER OF THE EAST BOUND TRAFFIC
 SW0660'LANES OF INTERSTATE HIGHWAY 90, 58 FEET WEST OF A JOG IN THE
 SW0660'RIGHT-OF-WAY FENCE, ON LINE WITH THE RIGHT-OF-WAY FENCE BEYOND ANOTHER
 SW0660'JOG ABOUT 100 YARDS TO THE WEST, 8 FEET LOWER THAN THE ROAD, A
 SW0660'STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. A
 SW0660'METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 SW0660
 SW0660                          STATION RECOVERY (1988)
 SW0660
 SW0660'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SW0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1056 ***********************************************************************
 SX1056  DESIGNATION -  D 358
 SX1056  PID         -  SX1056
 SX1056  STATE/COUNTY-  WA/KITTITAS
 SX1056  USGS QUAD   -  COLOCKUM PASS SE (1966)
 SX1056
 SX1056                         *CURRENT SURVEY CONTROL
 SX1056  ___________________________________________________________________
 SX1056* NAD 83(1998)-  47 00 09.41757(N)    120 19 32.02417(W)     ADJUSTED  
 SX1056* NAVD 88     -       616.934  (meters)    2024.06   (feet)  ADJUSTED  
 SX1056  ___________________________________________________________________
 SX1056  X           -  -2,200,350.258 (meters)                     COMP
 SX1056  Y           -  -3,761,594.574 (meters)                     COMP
 SX1056  Z           -   4,642,399.541 (meters)                     COMP
 SX1056  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 SX1056  ELLIP HEIGHT-         596.70  (meters)          (07/05/01) GPS OBS
 SX1056  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 SX1056  DYNAMIC HT  -         616.930 (meters)    2024.04  (feet)  COMP
 SX1056  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 SX1056
 SX1056  HORZ ORDER  -  FIRST
 SX1056  VERT ORDER  -  SECOND    CLASS 0
 SX1056  ELLP ORDER  -  FOURTH    CLASS II
 SX1056
 SX1056.The horizontal coordinates were established by GPS observations
 SX1056.and adjusted by the National Geodetic Survey in July 2001..
 SX1056.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1056.DATUM ITEM on the data sheet items page.
 SX1056
 SX1056.The orthometric height was determined by differential leveling
 SX1056.and adjusted by the National Geodetic Survey in June 1991..
 SX1056.WARNING-GPS observations at this control monument resulted in a GPS
 SX1056.derived orthometric height which differed from the leveled height by
 SX1056.more than one decimeter (0.1 meter).
 SX1056
 SX1056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1056
 SX1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1056
 SX1056.The ellipsoidal height was determined by GPS observations
 SX1056.and is referenced to NAD 83.
 SX1056
 SX1056.The geoid height was determined by GEOID03.
 SX1056
 SX1056.The dynamic height is computed by dividing the NAVD 88
 SX1056.geopotential number by the normal gravity value computed on the
 SX1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1056.degrees latitude (g = 980.6199 gals.).
 SX1056
 SX1056.The modeled gravity was interpolated from observed gravity values.
 SX1056
 SX1056;                    North         East     Units Scale Factor Converg.
 SX1056;SPC WA S     -   185,558.643   513,265.596   MT  0.99994113   +0 07 36.2
 SX1056;SPC WA S     -   608,786.98  1,683,938.88   sFT  0.99994113   +0 07 36.2
 SX1056;UTM  10      - 5,208,926.490   703,310.670   MT  1.00010806   +1 57 24.2
 SX1056
 SX1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1056!SPC WA S     -   0.99990648  x   0.99994113  =   0.99984761
 SX1056!UTM  10      -   0.99990648  x   1.00010806  =   1.00001453
 SX1056
 SX1056                          SUPERSEDED SURVEY CONTROL
 SX1056
 SX1056  NAD 83(1991)-  47 00 09.41641(N)    120 19 32.02420(W) AD(       ) 1
 SX1056  ELLIP H (06/21/95)  596.83   (m)                       GP(       ) 4 2
 SX1056  NAVD 88 (12/18/95)  616.93   (m)         2024.0    (f) LEVELING    3  
 SX1056  NGVD 29 (??/??/92)  615.80   (m)         2020.3    (f) COMPUTED    2 0
 SX1056
 SX1056.Superseded values are not recommended for survey control.
 SX1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1056.See file dsdata.txt to determine how the superseded data were derived.
 SX1056
 SX1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0331108926(NAD 83)
 SX1056_MARKER: DB = BENCH MARK DISK
 SX1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX1056_STAMPING: D 358 1957
 SX1056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1056+STABILITY: SURFACE MOTION
 SX1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1056+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1993
 SX1056
 SX1056  HISTORY     - Date     Condition        Report By
 SX1056  HISTORY     - 1957     MONUMENTED       CGS
 SX1056  HISTORY     - 1988     GOOD             USPSQD
 SX1056  HISTORY     - 1989     GOOD             USPSQD
 SX1056  HISTORY     - 19931212 GOOD             MSI
 SX1056
 SX1056                          STATION DESCRIPTION
 SX1056
 SX1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SX1056'10.4 MI E FROM ELLENSBURG.
 SX1056'0.3 MILE NORTH ON RUBY STREET FROM THE POST OFFICE IN ELLENSBURG,
 SX1056'THENCE 10.4 MILES EAST ON U.S. HIGHWAY 10, THENCE 0.1 MILE NORTH ALONG
 SX1056'PARK CREEK ROAD, 29.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 29.5
 SX1056'FEET SOUTH OF A TELEPHONE POLE, 3.5 FEET SOUTH OF A WHITE WITNESS
 SX1056'POST, 2.9 FEET WEST OF A WEST OF A NORTH-SOUTH FENCE, PROJECTING 4
 SX1056'INCHES ABOVE THE SURFACE OF THE GROUND.
 SX1056
 SX1056                          STATION RECOVERY (1988)
 SX1056
 SX1056'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX1056'RECOVERED IN GOOD CONDITION.
 SX1056
 SX1056                          STATION RECOVERY (1989)
 SX1056
 SX1056'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 SX1056'RECOVERED IN GOOD CONDITION.
 SX1056
 SX1056                          STATION RECOVERY (1993)
 SX1056
 SX1056'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SX1056'RECOVERED AS DESCRIBED. ADDITIONAL TIES INCLUDE - 29.5 FT (9.0 M)
 SX1056'SOUTH OF TELEPHONE POLE, 29.5 FT (9.0 M) EAST OF CENTERLINE OF PARKE
 SX1056'CREEK ROAD, AND 32.0 FT (9.8 M) SOUTH OF A CARSONITE WITNESS POST. 0.3
 SX1056'MI (0.5 KM) NORTH ON RUBY STREET FROM THE POST OFFICE IN ELLENSBURG,
 SX1056'THENCE 10.4 MI (16.7 KM) EAST ON VANTAGE HIGHWAY 4.0 MI (6.4 KM) EAST
 SX1056'OF NO. 81 ROAD IN KITTITAS, THENCE 0.1 MI (0.2 KM) NORTH ALONG PARKE
 SX1056'CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0811 ***********************************************************************
 SV0811  DESIGNATION -  D 36
 SV0811  PID         -  SV0811
 SV0811  STATE/COUNTY-  WA/WHITMAN
 SV0811  USGS QUAD   -  TEKOA (1964)
 SV0811
 SV0811                         *CURRENT SURVEY CONTROL
 SV0811  ___________________________________________________________________
 SV0811* NAD 83(1986)-  47 14 26.     (N)    117 07 19.     (W)     SCALED    
 SV0811* NAVD 88     -       759.966  (meters)    2493.32   (feet)  ADJUSTED  
 SV0811  ___________________________________________________________________
 SV0811  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 SV0811  DYNAMIC HT  -         759.958 (meters)    2493.30  (feet)  COMP
 SV0811  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 SV0811
 SV0811  VERT ORDER  -  FIRST     CLASS II
 SV0811
 SV0811.The horizontal coordinates were scaled from a topographic map and have
 SV0811.an estimated accuracy of +/- 6 seconds.
 SV0811
 SV0811.The orthometric height was determined by differential leveling
 SV0811.and adjusted by the National Geodetic Survey in June 1991..
 SV0811
 SV0811.The geoid height was determined by GEOID03.
 SV0811
 SV0811.The dynamic height is computed by dividing the NAVD 88
 SV0811.geopotential number by the normal gravity value computed on the
 SV0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0811.degrees latitude (g = 980.6199 gals.).
 SV0811
 SV0811.The modeled gravity was interpolated from observed gravity values.
 SV0811
 SV0811;                    North         East    Units  Estimated Accuracy
 SV0811;SPC WA S     -   217,470.      755,680.      MT  (+/- 180 meters Scaled)
 SV0811
 SV0811                          SUPERSEDED SURVEY CONTROL
 SV0811
 SV0811  NGVD 29 (??/??/92)  758.804  (m)         2489.51   (f) ADJ UNCH    1 2
 SV0811
 SV0811.Superseded values are not recommended for survey control.
 SV0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0811.See file dsdata.txt to determine how the superseded data were derived.
 SV0811
 SV0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN907319(NAD 83)
 SV0811_MARKER: DB = BENCH MARK DISK
 SV0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0811_STAMPING: D 36 1933
 SV0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0811+STABILITY: SURFACE MOTION
 SV0811
 SV0811  HISTORY     - Date     Condition        Report By
 SV0811  HISTORY     - 1933     MONUMENTED       CGS
 SV0811  HISTORY     - 1962     POOR             USGS
 SV0811  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0811
 SV0811                          STATION DESCRIPTION
 SV0811
 SV0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SV0811'3.1 MI NW FROM TEKOA.
 SV0811'3.1 MILES NORTHWEST OF TEKOA DEPOT.  38 FEET SOUTHEAST OF MILE POST
 SV0811'119.  31 FEET NORTH OF THE CENTERLINE OF THE OREGON AND WASHINGTON
 SV0811'RAILROAD AND NAVIGATION COMPANY RAILROAD.  50 FEET SOUTH OF THE
 SV0811'CENTERLINE OF THE HIGHWAY.  210 FEET SOUTH OF LARGE GREY FARMHOUSE. 30
 SV0811'FEET SOUTH OF BOARD GATE.
 SV0811
 SV0811                          STATION RECOVERY (1962)
 SV0811
 SV0811'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 SV0811'MARK RECOVERED IN POOR CONDITION.
 SV0811
 SV0811                          STATION RECOVERY (1980)
 SV0811
 SV0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0811'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THIS
 SV0811'AREA HAS BEEN GRADED, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1013 ***********************************************************************
 RC1013  DESIGNATION -  D 362
 RC1013  PID         -  RC1013
 RC1013  STATE/COUNTY-  WA/KLICKITAT
 RC1013  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC1013
 RC1013                         *CURRENT SURVEY CONTROL
 RC1013  ___________________________________________________________________
 RC1013* NAD 83(1986)-  45 36 40.     (N)    121 10 25.     (W)     SCALED    
 RC1013* NAVD 88     -        69.403  (meters)     227.70   (feet)  ADJUSTED  
 RC1013  ___________________________________________________________________
 RC1013  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC1013  DYNAMIC HT  -          69.402 (meters)     227.70  (feet)  COMP
 RC1013  MODELED GRAV-     980,605.2   (mgal)                       NAVD 88
 RC1013
 RC1013  VERT ORDER  -  FIRST     CLASS I
 RC1013
 RC1013.The horizontal coordinates were scaled from a topographic map and have
 RC1013.an estimated accuracy of +/- 6 seconds.
 RC1013
 RC1013.The orthometric height was determined by differential leveling
 RC1013.and adjusted by the National Geodetic Survey in June 1991..
 RC1013
 RC1013.The geoid height was determined by GEOID03.
 RC1013
 RC1013.The dynamic height is computed by dividing the NAVD 88
 RC1013.geopotential number by the normal gravity value computed on the
 RC1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1013.degrees latitude (g = 980.6199 gals.).
 RC1013
 RC1013.The modeled gravity was interpolated from observed gravity values.
 RC1013
 RC1013;                    North         East    Units  Estimated Accuracy
 RC1013;SPC WA S     -    31,100.      447,450.      MT  (+/- 180 meters Scaled)
 RC1013
 RC1013                          SUPERSEDED SURVEY CONTROL
 RC1013
 RC1013  NGVD 29 (??/??/92)   68.404  (m)          224.42   (f) ADJ UNCH    1 1
 RC1013
 RC1013.Superseded values are not recommended for survey control.
 RC1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1013.See file dsdata.txt to determine how the superseded data were derived.
 RC1013
 RC1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR424524(NAD 83)
 RC1013_MARKER: DB = BENCH MARK DISK
 RC1013_SETTING: 66 = SET IN ROCK OUTCROP
 RC1013_SP_SET: ROCK OUTCROP
 RC1013_STAMPING: D 362 1959
 RC1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1013+STABILITY: POSITION/ELEVATION WELL
 RC1013
 RC1013  HISTORY     - Date     Condition        Report By
 RC1013  HISTORY     - 1959     MONUMENTED       CGS
 RC1013  HISTORY     - 1968     GOOD             NGS
 RC1013  HISTORY     - 19980324 MARK NOT FOUND   NGS
 RC1013
 RC1013                          STATION DESCRIPTION
 RC1013
 RC1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1013'0.3 MI NE FROM NORTH DALLES.
 RC1013'0.3 MILE NORTHEAST ALONG OLD DALLES FERRY ROAD FROM THE SPOKANE,
 RC1013'PORTLAND AND SEATTLE RAILWAY STATION AT NORTH DALLES, IN R13E T2N,
 RC1013'SECTION 34, 0.05 MILE SOUTH OF THE JUNCTION OF A ROAD NORTH TO THE
 RC1013'DALLES AIRPORT AND ROAD EAST TO U.S. HIGHWAY 197, IN THE TOP OF AN
 RC1013'OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 35 FEET WEST OF
 RC1013'THE CENTER LINE OF THE ROAD, 99 1/2 FEET SOUTHWEST AND ACROSS THE ROAD
 RC1013'FROM A TELEPHONE POLE, 43 FEET NORTH OF A FENCE CORNER, 1.4 FEET EAST
 RC1013'OF A WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
 RC1013
 RC1013                          STATION RECOVERY (1998)
 RC1013
 RC1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 RC1013'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0605 ***********************************************************************
 RZ0605  DESIGNATION -  D 37
 RZ0605  PID         -  RZ0605
 RZ0605  STATE/COUNTY-  WA/WHITMAN
 RZ0605  USGS QUAD   -  VIOLA (1964)
 RZ0605
 RZ0605                         *CURRENT SURVEY CONTROL
 RZ0605  ___________________________________________________________________
 RZ0605* NAD 83(1986)-  46 50 04.     (N)    117 06 55.     (W)     SCALED    
 RZ0605* NAVD 88     -       758.478  (meters)    2488.44   (feet)  ADJUSTED  
 RZ0605  ___________________________________________________________________
 RZ0605  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 RZ0605  DYNAMIC HT  -         758.425 (meters)    2488.27  (feet)  COMP
 RZ0605  MODELED GRAV-     980,519.9   (mgal)                       NAVD 88
 RZ0605
 RZ0605  VERT ORDER  -  FIRST     CLASS II
 RZ0605
 RZ0605.The horizontal coordinates were scaled from a topographic map and have
 RZ0605.an estimated accuracy of +/- 6 seconds.
 RZ0605
 RZ0605.The orthometric height was determined by differential leveling
 RZ0605.and adjusted by the National Geodetic Survey in June 1991..
 RZ0605
 RZ0605.The geoid height was determined by GEOID03.
 RZ0605
 RZ0605.The dynamic height is computed by dividing the NAVD 88
 RZ0605.geopotential number by the normal gravity value computed on the
 RZ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0605.degrees latitude (g = 980.6199 gals.).
 RZ0605
 RZ0605.The modeled gravity was interpolated from observed gravity values.
 RZ0605
 RZ0605;                    North         East    Units  Estimated Accuracy
 RZ0605;SPC WA S     -   172,390.      758,120.      MT  (+/- 180 meters Scaled)
 RZ0605
 RZ0605                          SUPERSEDED SURVEY CONTROL
 RZ0605
 RZ0605  NGVD 29 (??/??/92)  757.373  (m)         2484.81   (f) ADJ UNCH    1 2
 RZ0605
 RZ0605.Superseded values are not recommended for survey control.
 RZ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0605.See file dsdata.txt to determine how the superseded data were derived.
 RZ0605
 RZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM912867(NAD 83)
 RZ0605_MARKER: DB = BENCH MARK DISK
 RZ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0605_STAMPING: D 37 1933
 RZ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0605+STABILITY: SURFACE MOTION
 RZ0605
 RZ0605  HISTORY     - Date     Condition        Report By
 RZ0605  HISTORY     - 1933     MONUMENTED       CGS
 RZ0605  HISTORY     - 1952     GOOD             NGS
 RZ0605  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0605
 RZ0605                          STATION DESCRIPTION
 RZ0605
 RZ0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0605'6.6 MI SW FROM PALOUSE.
 RZ0605'6.6 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RZ0605'STATION AT PALOUSE, AT FALLON, ON THE INSIDE OF A HALL BETWEEN TWO
 RZ0605'GRAIN ELEVATORS, 9.4 FEET EAST OF THE CENTER OF THE WEST DOOR, 6.8
 RZ0605'FEET WEST OF THE WEST EDGE OF THE HALL, 0.6 FOOT NORTH OF THE NORTH
 RZ0605'WALL OF THE SOUTH GRAIN BIN, AND SET IN THE TOP OF A CONCRETE POST 0.2
 RZ0605'FOOT BELOW THE TOP OF THE CONCRETE FLOOR.
 RZ0605
 RZ0605                          STATION RECOVERY (1980)
 RZ0605
 RZ0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0605'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 RZ0605'MARK APPEARS TO HAVE BEEN BUILT OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0100 ***********************************************************************
 TQ0100  DESIGNATION -  D 370
 TQ0100  PID         -  TQ0100
 TQ0100  STATE/COUNTY-  WA/WHATCOM
 TQ0100  USGS QUAD   -  CRATER MOUNTAIN (1973)
 TQ0100
 TQ0100                         *CURRENT SURVEY CONTROL
 TQ0100  ___________________________________________________________________
 TQ0100* NAD 83(1986)-  48 42 44.     (N)    120 59 24.     (W)     SCALED    
 TQ0100* NAVD 88     -       587.056  (meters)    1926.03   (feet)  ADJUSTED  
 TQ0100  ___________________________________________________________________
 TQ0100  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 TQ0100  DYNAMIC HT  -         587.108 (meters)    1926.20  (feet)  COMP
 TQ0100  MODELED GRAV-     980,681.2   (mgal)                       NAVD 88
 TQ0100
 TQ0100  VERT ORDER  -  FIRST     CLASS II
 TQ0100
 TQ0100.The horizontal coordinates were scaled from a topographic map and have
 TQ0100.an estimated accuracy of +/- 6 seconds.
 TQ0100
 TQ0100.The orthometric height was determined by differential leveling
 TQ0100.and adjusted by the National Geodetic Survey in June 1991..
 TQ0100
 TQ0100.The geoid height was determined by GEOID03.
 TQ0100
 TQ0100.The dynamic height is computed by dividing the NAVD 88
 TQ0100.geopotential number by the normal gravity value computed on the
 TQ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0100.degrees latitude (g = 980.6199 gals.).
 TQ0100
 TQ0100.The modeled gravity was interpolated from observed gravity values.
 TQ0100
 TQ0100;                    North         East    Units  Estimated Accuracy
 TQ0100;SPC WA N     -   190,390.      488,470.      MT  (+/- 180 meters Scaled)
 TQ0100
 TQ0100                          SUPERSEDED SURVEY CONTROL
 TQ0100
 TQ0100  NGVD 29 (??/??/92)  585.811  (m)         1921.95   (f) ADJ UNCH    1 2
 TQ0100
 TQ0100.Superseded values are not recommended for survey control.
 TQ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0100.See file dsdata.txt to determine how the superseded data were derived.
 TQ0100
 TQ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU478974(NAD 83)
 TQ0100_MARKER: DB = BENCH MARK DISK
 TQ0100_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0100_SP_SET: ROCK OUTCROP
 TQ0100_STAMPING: D 370 1958
 TQ0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0100+STABILITY: POSITION/ELEVATION WELL
 TQ0100
 TQ0100  HISTORY     - Date     Condition        Report By
 TQ0100  HISTORY     - 1958     MONUMENTED       CGS
 TQ0100
 TQ0100                          STATION DESCRIPTION
 TQ0100
 TQ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0100'4.7 MI E FROM ROSS DAM.
 TQ0100'4.7 MILES EAST ALONG RUBY CREEK TRAIL FROM THE SOUTHEAST END OF ROSS
 TQ0100'DAM, 0.9 MILE WEST OF THE MOUTH OF PANTHER CREEK, IN THE TOP OF A
 TQ0100'LEDGE OF A GRANITE OUTCROP, 5 FEET SOUTHWEST OF THE CENTER OF THE
 TQ0100'TRAIL, 20 1/2 FEET SOUTH OF A 10-INCH SPRUCE TREE WITH A TRIANGULAR
 TQ0100'BLAZE, AND ABOUT 2 1/2 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0323 ***********************************************************************
 SW0323  DESIGNATION -  D 371
 SW0323  PID         -  SW0323
 SW0323  STATE/COUNTY-  WA/ADAMS
 SW0323  USGS QUAD   -  BATUM (1967)
 SW0323
 SW0323                         *CURRENT SURVEY CONTROL
 SW0323  ___________________________________________________________________
 SW0323* NAD 83(1986)-  47 12 16.     (N)    118 46 19.     (W)     SCALED    
 SW0323* NAVD 88     -       544.670  (meters)    1786.97   (feet)  ADJUSTED  
 SW0323  ___________________________________________________________________
 SW0323  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 SW0323  DYNAMIC HT  -         544.696 (meters)    1787.06  (feet)  COMP
 SW0323  MODELED GRAV-     980,643.5   (mgal)                       NAVD 88
 SW0323
 SW0323  VERT ORDER  -  SECOND    CLASS 0
 SW0323
 SW0323.The horizontal coordinates were scaled from a topographic map and have
 SW0323.an estimated accuracy of +/- 6 seconds.
 SW0323
 SW0323.The orthometric height was determined by differential leveling
 SW0323.and adjusted by the National Geodetic Survey in June 1991..
 SW0323
 SW0323.The geoid height was determined by GEOID03.
 SW0323
 SW0323.The dynamic height is computed by dividing the NAVD 88
 SW0323.geopotential number by the normal gravity value computed on the
 SW0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0323.degrees latitude (g = 980.6199 gals.).
 SW0323
 SW0323.The modeled gravity was interpolated from observed gravity values.
 SW0323
 SW0323;                    North         East    Units  Estimated Accuracy
 SW0323;SPC WA S     -   209,420.      630,910.      MT  (+/- 180 meters Scaled)
 SW0323
 SW0323                          SUPERSEDED SURVEY CONTROL
 SW0323
 SW0323  NGVD 29 (??/??/92)  543.551  (m)         1783.30   (f) ADJ UNCH    2 0
 SW0323
 SW0323.Superseded values are not recommended for survey control.
 SW0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0323.See file dsdata.txt to determine how the superseded data were derived.
 SW0323
 SW0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN658294(NAD 83)
 SW0323_MARKER: DB = BENCH MARK DISK
 SW0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0323_STAMPING: D 371 1959
 SW0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0323+STABILITY: SURFACE MOTION
 SW0323
 SW0323  HISTORY     - Date     Condition        Report By
 SW0323  HISTORY     - 1959     MONUMENTED       CGS
 SW0323  HISTORY     - 1968     GOOD             NGS
 SW0323
 SW0323                          STATION DESCRIPTION
 SW0323
 SW0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0323'12.6 MI SW FROM ODESSA.
 SW0323'MARK IS IN THE NORTHEAST ANGLE OF THE INTERSECTION OF TWO GRAVEL
 SW0323'ROADS, IN THE SOUTHWEST CORNER OF SECTION 23, TOWNSHIP 20 N, RANGE 32
 SW0323'E. 61 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 17 FEET NORTH OF THE
 SW0323'CENTER OF EAST-WEST GRAVEL ROAD, ONE FOOT WEST OF A YIELD SIGN, 0.7
 SW0323'FOOT EAST OF A METAL WITNESS POST.  A STANDARD DISK SET IN A ROUND
 SW0323'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0319 ***********************************************************************
 TQ0319  DESIGNATION -  D 374
 TQ0319  PID         -  TQ0319
 TQ0319  STATE/COUNTY-  WA/SKAGIT
 TQ0319  USGS QUAD   -  GRANDY LAKE (1989)
 TQ0319
 TQ0319                         *CURRENT SURVEY CONTROL
 TQ0319  ___________________________________________________________________
 TQ0319* NAD 83(1986)-  48 32 09.     (N)    121 45 36.     (W)     SCALED    
 TQ0319* NAVD 88     -        67.591  (meters)     221.75   (feet)  ADJUSTED  
 TQ0319  ___________________________________________________________________
 TQ0319  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 TQ0319  DYNAMIC HT  -          67.606 (meters)     221.80  (feet)  COMP
 TQ0319  MODELED GRAV-     980,838.7   (mgal)                       NAVD 88
 TQ0319
 TQ0319  VERT ORDER  -  FIRST     CLASS I
 TQ0319
 TQ0319.The horizontal coordinates were scaled from a topographic map and have
 TQ0319.an estimated accuracy of +/- 6 seconds.
 TQ0319
 TQ0319.The orthometric height was determined by differential leveling
 TQ0319.and adjusted by the National Geodetic Survey in June 1991..
 TQ0319
 TQ0319.The geoid height was determined by GEOID03.
 TQ0319
 TQ0319.The dynamic height is computed by dividing the NAVD 88
 TQ0319.geopotential number by the normal gravity value computed on the
 TQ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0319.degrees latitude (g = 980.6199 gals.).
 TQ0319
 TQ0319.The modeled gravity was interpolated from observed gravity values.
 TQ0319
 TQ0319;                    North         East    Units  Estimated Accuracy
 TQ0319;SPC WA N     -   171,170.      431,570.      MT  (+/- 180 meters Scaled)
 TQ0319
 TQ0319                          SUPERSEDED SURVEY CONTROL
 TQ0319
 TQ0319  NGVD 29 (??/??/92)   66.442  (m)          217.99   (f) ADJ UNCH    1 1
 TQ0319
 TQ0319.Superseded values are not recommended for survey control.
 TQ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0319.See file dsdata.txt to determine how the superseded data were derived.
 TQ0319
 TQ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU915766(NAD 83)
 TQ0319_MARKER: DV = VERTICAL CONTROL DISK
 TQ0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TQ0319_SP_SET: SILO BASE
 TQ0319_STAMPING: D 374 1958
 TQ0319_MARK LOGO: NGS   
 TQ0319_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TQ0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0319
 TQ0319  HISTORY     - Date     Condition        Report By
 TQ0319  HISTORY     - 1958     MONUMENTED       CGS
 TQ0319  HISTORY     - 1973     GOOD             NGS
 TQ0319  HISTORY     - 1981     GOOD             NGS
 TQ0319  HISTORY     - 19960506 GOOD             WADT
 TQ0319
 TQ0319                          STATION DESCRIPTION
 TQ0319
 TQ0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0319'IN CONCRETE.
 TQ0319'AT CONCRETE, ALONG THE BURLINGTON-NORTHERN RAILROAD, AT THE CROSSING
 TQ0319'OF SUPERIOR AVENUE, NEAR MILEPOST 44, AT A CONCRETE PLANT, SET
 TQ0319'VERTICALLY IN THE WEST FACE OF WESTERLY MOST CONCRETE STORAGE TANK,
 TQ0319'101.0 FEET NORTH OF THE NORTH RAIL, 150 FEET EAST OF THE CENTER LINE
 TQ0319'OF THE AVENUE, 200 FEET EAST AND ACROSS THE AVENUE FROM MILEPOST 44,
 TQ0319'ABOUT MIDWAY BETWEEN TWO DOORS, AND ABOUT 2 FEET ABOVE THE GROUND.
 TQ0319'1/4, SEC 10, T35N, R 8E.
 TQ0319
 TQ0319                          STATION RECOVERY (1981)
 TQ0319
 TQ0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TQ0319'AT CONCRETE IN THE NORTH EAST ANGLE OF THE JUNCTION OF STATE HIGHWAY
 TQ0319'20 AND SUPERIOR AVE, SET VERTICALLY IN THE WEST FACE OF THE MOST
 TQ0319'WESTERLY STORAGE TANK AT AN ABANDONED CONCRETE PLANT, 30.78 METERS
 TQ0319'NORTH OF THE NORTH RAIL OF THE BURLINGTON NORTHERN RAILROAD, 45.72
 TQ0319'METERS EAST OF THE CENTER OF SUPERIOR AVE.
 TQ0319
 TQ0319                          STATION RECOVERY (1996)
 TQ0319
 TQ0319'RECOVERY NOTE BY WA DEPT OF TRANSP 1996 (KW)
 TQ0319'RECOVERED IN GOOD CONDITION.  NOTE--MARK WILL BE BURIED BY 2 OR MORE
 TQ0319'METERS OF FILL.  A RESET WAS ESTABLISHED NEAR BY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB5461 ***********************************************************************
 AB5461  DESIGNATION -  D 374 RESET
 AB5461  PID         -  AB5461
 AB5461  STATE/COUNTY-  WA/SKAGIT
 AB5461  USGS QUAD   -  GRANDY LAKE (1989)
 AB5461
 AB5461                         *CURRENT SURVEY CONTROL
 AB5461  ___________________________________________________________________
 AB5461* NAD 83(1986)-  48 32 09.     (N)    121 45 36.     (W)     SCALED    
 AB5461* NAVD 88     -        65.30   (meters)     214.2    (feet)  RESET     
 AB5461  ___________________________________________________________________
 AB5461  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 AB5461
 AB5461  VERT ORDER  -  THIRD
 AB5461
 AB5461.The horizontal coordinates were scaled from a topographic map and have
 AB5461.an estimated accuracy of +/- 6 seconds.
 AB5461
 AB5461.The orthometric height was computed from unverified reset data.
 AB5461
 AB5461.The geoid height was determined by GEOID03.
 AB5461
 AB5461;                    North         East    Units  Estimated Accuracy
 AB5461;SPC WA N     -   171,170.      431,570.      MT  (+/- 180 meters Scaled)
 AB5461
 AB5461                          SUPERSEDED SURVEY CONTROL
 AB5461
 AB5461.No superseded survey control is available for this station.
 AB5461
 AB5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU915766(NAD 83)
 AB5461_MARKER: DV = VERTICAL CONTROL DISK
 AB5461_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB5461+WITH SETTING: PAVEMENT
 AB5461_SP_SET: SIGN BASE
 AB5461_STAMPING: D 374 RESET 1958 1996
 AB5461_MARK LOGO: NGS   
 AB5461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5461+STABILITY: SURFACE MOTION
 AB5461
 AB5461  HISTORY     - Date     Condition        Report By
 AB5461  HISTORY     - 1995     MONUMENTED       WADT
 AB5461
 AB5461                          STATION DESCRIPTION
 AB5461
 AB5461'DESCRIBED BY WA DEPT OF TRANSP 1995 (PW)
 AB5461'THE STATION IS LOCATED IN THE TOWN OF CONCRETE.  TO REACH THE STATION
 AB5461'FROM THE JUNCTION OF SR 20 AND SR 9 IN BURLINGTON, GO EAST 23.64 MILES
 AB5461'(38.04 KM) ALONG SR 20 TO THE SUPERIOR AVE.  INTERSECTION AND MARK, IN
 AB5461'THE SOUTHEAST QUADRANT OF THE I/S, 18.7 METERS (61.4 FT) NORTHEAST OF
 AB5461'THE CENTERLINE OF SUPERIOR AVE, 13.7 METERS (44.9 FT) SOUTHEAST OF THE
 AB5461'CENTERLINE OF SR 20, 5.5 METERS (18.0 FT) SOUTHWEST OF A WOODEN POLE
 AB5461'WITH A LUMINAIRE,  SET IN THE NORTHWESTERLY CORNER OF A LARGE CONCRETE
 AB5461'SIGN WELCOME TO CONCRETE, LEVEL WITH ITS SURFACE. SIGN WELCOME TO
 AB5461'CONCRETE, AND BRASS IS LEVEL WITH ITS SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0207 ***********************************************************************
 TQ0207  DESIGNATION -  D 375
 TQ0207  PID         -  TQ0207
 TQ0207  STATE/COUNTY-  WA/WHATCOM
 TQ0207  USGS QUAD   -  ROSS DAM (1971)
 TQ0207
 TQ0207                         *CURRENT SURVEY CONTROL
 TQ0207  ___________________________________________________________________
 TQ0207* NAD 83(1986)-  48 43 45.     (N)    121 04 26.     (W)     SCALED    
 TQ0207* NAVD 88     -       400.410  (meters)    1313.68   (feet)  ADJUSTED  
 TQ0207  ___________________________________________________________________
 TQ0207  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 TQ0207  DYNAMIC HT  -         400.458 (meters)    1313.84  (feet)  COMP
 TQ0207  MODELED GRAV-     980,719.0   (mgal)                       NAVD 88
 TQ0207
 TQ0207  VERT ORDER  -  FIRST     CLASS II
 TQ0207
 TQ0207.The horizontal coordinates were scaled from a topographic map and have
 TQ0207.an estimated accuracy of +/- 6 seconds.
 TQ0207
 TQ0207.The orthometric height was determined by differential leveling
 TQ0207.and adjusted by the National Geodetic Survey in June 1991..
 TQ0207
 TQ0207.The geoid height was determined by GEOID03.
 TQ0207
 TQ0207.The dynamic height is computed by dividing the NAVD 88
 TQ0207.geopotential number by the normal gravity value computed on the
 TQ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0207.degrees latitude (g = 980.6199 gals.).
 TQ0207
 TQ0207.The modeled gravity was interpolated from observed gravity values.
 TQ0207
 TQ0207;                    North         East    Units  Estimated Accuracy
 TQ0207;SPC WA N     -   192,290.      482,300.      MT  (+/- 180 meters Scaled)
 TQ0207
 TQ0207                          SUPERSEDED SURVEY CONTROL
 TQ0207
 TQ0207  NGVD 29 (??/??/92)  399.183  (m)         1309.65   (f) ADJ UNCH    1 2
 TQ0207
 TQ0207.Superseded values are not recommended for survey control.
 TQ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0207.See file dsdata.txt to determine how the superseded data were derived.
 TQ0207
 TQ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU416991(NAD 83)
 TQ0207_MARKER: DB = BENCH MARK DISK
 TQ0207_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0207_SP_SET: ROCK OUTCROP
 TQ0207_STAMPING: D 375 1958
 TQ0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0207+STABILITY: POSITION/ELEVATION WELL
 TQ0207
 TQ0207  HISTORY     - Date     Condition        Report By
 TQ0207  HISTORY     - 1958     MONUMENTED       CGS
 TQ0207
 TQ0207                          STATION DESCRIPTION
 TQ0207
 TQ0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0207'0.5 MI SW FROM ROSS DAM.
 TQ0207'0.5 MILE SOUTHWEST ALONG DIABLO TRAIL 300 FROM THE WEST END OF ROSS
 TQ0207'DAM, 71 YARDS SOUTH OF THE CROSSING OF A CREEK, 13 FEET SOUTH OF THE
 TQ0207'CENTER OF THE Y JUNCTION OF A TRAIL LEADING SOUTH TO DIABLO LAKE, IN
 TQ0207'TOP OF A LEDGE OF GRANITE OUTCROP, 5 FEET WEST OF THE CENTER LINE OF
 TQ0207'THE TRAIL SOUTH, 4 FEET SOUTHEAST OF THE CENTER LINE OF DIABLO TRAIL
 TQ0207'300, 6 FEET HIGHER THAN THE TRAIL SOUTH, AND 1/2 FOOT LOWER THAN
 TQ0207'DIABLO TRAIL 300.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0004 ***********************************************************************
 TQ0004  DESIGNATION -  D 376
 TQ0004  PID         -  TQ0004
 TQ0004  STATE/COUNTY-  WA/OKANOGAN
 TQ0004  USGS QUAD   -  MAZAMA (1991)
 TQ0004
 TQ0004                         *CURRENT SURVEY CONTROL
 TQ0004  ___________________________________________________________________
 TQ0004* NAD 83(1986)-  48 37 02.     (N)    120 27 01.     (W)     SCALED    
 TQ0004* NAVD 88     -       675.125  (meters)    2214.97   (feet)  ADJUSTED  
 TQ0004  ___________________________________________________________________
 TQ0004  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TQ0004  DYNAMIC HT  -         675.162 (meters)    2215.09  (feet)  COMP
 TQ0004  MODELED GRAV-     980,645.2   (mgal)                       NAVD 88
 TQ0004
 TQ0004  VERT ORDER  -  FIRST     CLASS II
 TQ0004
 TQ0004.The horizontal coordinates were scaled from a topographic map and have
 TQ0004.an estimated accuracy of +/- 6 seconds.
 TQ0004
 TQ0004.The orthometric height was determined by differential leveling
 TQ0004.and adjusted by the National Geodetic Survey in June 1991..
 TQ0004
 TQ0004.The geoid height was determined by GEOID03.
 TQ0004
 TQ0004.The dynamic height is computed by dividing the NAVD 88
 TQ0004.geopotential number by the normal gravity value computed on the
 TQ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0004.degrees latitude (g = 980.6199 gals.).
 TQ0004
 TQ0004.The modeled gravity was interpolated from observed gravity values.
 TQ0004
 TQ0004;                    North         East    Units  Estimated Accuracy
 TQ0004;SPC WA N     -   179,880.      528,240.      MT  (+/- 180 meters Scaled)
 TQ0004
 TQ0004                          SUPERSEDED SURVEY CONTROL
 TQ0004
 TQ0004  NGVD 29 (??/??/92)  673.850  (m)         2210.79   (f) ADJ UNCH    1 2
 TQ0004
 TQ0004.Superseded values are not recommended for survey control.
 TQ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0004.See file dsdata.txt to determine how the superseded data were derived.
 TQ0004
 TQ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU879880(NAD 83)
 TQ0004_MARKER: DB = BENCH MARK DISK
 TQ0004_SETTING: 80 = SET IN A BOULDER
 TQ0004_SP_SET: BOULDER
 TQ0004_STAMPING: D 376 1958
 TQ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0004+STABILITY: SURFACE MOTION
 TQ0004
 TQ0004  HISTORY     - Date     Condition        Report By
 TQ0004  HISTORY     - 1958     MONUMENTED       CGS
 TQ0004  HISTORY     - 1974     MARK NOT FOUND
 TQ0004  HISTORY     - 1982     MARK NOT FOUND   NGS
 TQ0004  HISTORY     - 19881116 MARK NOT FOUND   USGS
 TQ0004
 TQ0004                          STATION DESCRIPTION
 TQ0004
 TQ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0004'3.0 MI NW FROM MAZAMA.
 TQ0004'3.0 MILES NORTHWEST ALONG A GRAVEL ROAD FROM A STEEL TRUSS BRIDGE OVER
 TQ0004'THE METHOW RIVER AT MAZAMA, 0.09 MILE NORTHWEST OF A DRIVEWAY LEADING
 TQ0004'ACROSS A BRIDGE TO SHARPS RESIDENCE, IN TOP OF A LARGE BOULDER WHICH
 TQ0004'PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 21 FEET SOUTHWEST OF THE
 TQ0004'CENTER LINE OF THE ROAD, 3.7 FEET SOUTHWEST OF THE NORTHEAST EDGE OF
 TQ0004'THE BOULDER, AND ABOUT 4 1/2 FEET HIGHER THAN THE ROAD.
 TQ0004
 TQ0004                          STATION RECOVERY (1974)
 TQ0004
 TQ0004'RECOVERED 1974
 TQ0004'MARK NOT FOUND.
 TQ0004
 TQ0004                          STATION RECOVERY (1982)
 TQ0004
 TQ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0004'NOT RECOVERED.
 TQ0004
 TQ0004                          STATION RECOVERY (1988)
 TQ0004
 TQ0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (RWH)
 TQ0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0542 ***********************************************************************
 TP0542  DESIGNATION -  D 377
 TP0542  PID         -  TP0542
 TP0542  STATE/COUNTY-  WA/OKANOGAN
 TP0542  USGS QUAD   -  CHILIWIST VALLEY (1993)
 TP0542
 TP0542                         *CURRENT SURVEY CONTROL
 TP0542  ___________________________________________________________________
 TP0542* NAD 83(1986)-  48 22 11.     (N)    119 45 27.     (W)     SCALED    
 TP0542* NAVD 88     -       692.779  (meters)    2272.89   (feet)  ADJUSTED  
 TP0542  ___________________________________________________________________
 TP0542  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TP0542  DYNAMIC HT  -         692.836 (meters)    2273.08  (feet)  COMP
 TP0542  MODELED GRAV-     980,671.5   (mgal)                       NAVD 88
 TP0542
 TP0542  VERT ORDER  -  FIRST     CLASS II
 TP0542
 TP0542.The horizontal coordinates were scaled from a topographic map and have
 TP0542.an estimated accuracy of +/- 6 seconds.
 TP0542
 TP0542.The orthometric height was determined by differential leveling
 TP0542.and adjusted by the National Geodetic Survey in June 1991..
 TP0542
 TP0542.The geoid height was determined by GEOID03.
 TP0542
 TP0542.The dynamic height is computed by dividing the NAVD 88
 TP0542.geopotential number by the normal gravity value computed on the
 TP0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0542.degrees latitude (g = 980.6199 gals.).
 TP0542
 TP0542.The modeled gravity was interpolated from observed gravity values.
 TP0542
 TP0542;                    North         East    Units  Estimated Accuracy
 TP0542;SPC WA N     -   152,850.      579,700.      MT  (+/- 180 meters Scaled)
 TP0542
 TP0542                          SUPERSEDED SURVEY CONTROL
 TP0542
 TP0542  NGVD 29 (??/??/92)  691.470  (m)         2268.60   (f) ADJ UNCH    1 2
 TP0542
 TP0542.Superseded values are not recommended for survey control.
 TP0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0542.See file dsdata.txt to determine how the superseded data were derived.
 TP0542
 TP0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP957610(NAD 83)
 TP0542_MARKER: DB = BENCH MARK DISK
 TP0542_SETTING: 66 = SET IN ROCK OUTCROP
 TP0542_SP_SET: GRANITE OUTCROP
 TP0542_STAMPING: D 377 1958
 TP0542_MARK LOGO: CGS   
 TP0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0542+STABILITY: POSITION/ELEVATION WELL
 TP0542
 TP0542  HISTORY     - Date     Condition        Report By
 TP0542  HISTORY     - 1958     MONUMENTED       CGS
 TP0542  HISTORY     - 1975     MARK NOT FOUND   USGS
 TP0542  HISTORY     - 1982     GOOD             NGS
 TP0542
 TP0542                          STATION DESCRIPTION
 TP0542
 TP0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TP0542'11.3 MI W FROM OKANOGAN.
 TP0542'1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE AT
 TP0542'OKANOGAN, THENCE 9.6 MILES WEST ALONG STATE HIGHWAY 16, 0.5 MILE EAST
 TP0542'OF THE CROSSING OF LOUP LOUP CREEK, SET VERTICALLY IN THE NORTH FACE
 TP0542'OF A GRANITE OUTCROP, 23 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF
 TP0542'THE HIGHWAY, 13.8 FEET SOUTHEAST OF THE CENTER OF THE SOUTH END OF AN
 TP0542'18-INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, AND ABOUT 2 1/2 FEET
 TP0542'HIGHER THAN THE HIGHWAY.
 TP0542
 TP0542                          STATION RECOVERY (1975)
 TP0542
 TP0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP0542'MARK NOT FOUND.
 TP0542
 TP0542                          STATION RECOVERY (1982)
 TP0542
 TP0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0542'RECOVERED IN GOOD CONDITION. NOTE--HIGHWAY 16 IS NOW HIGHWAY 20.
 TP0542'ADD--0.36 KM (0.23 MI) NORTHWEST OF MILEPOST 222.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0059 ***********************************************************************
 TQ0059  DESIGNATION -  D 378
 TQ0059  PID         -  TQ0059
 TQ0059  STATE/COUNTY-  WA/OKANOGAN
 TQ0059  USGS QUAD   -  WINTHROP (1969)
 TQ0059
 TQ0059                         *CURRENT SURVEY CONTROL
 TQ0059  ___________________________________________________________________
 TQ0059* NAD 83(1986)-  48 22 56.     (N)    120 07 54.     (W)     SCALED    
 TQ0059* NAVD 88     -       491.792  (meters)    1613.49   (feet)  ADJUSTED  
 TQ0059  ___________________________________________________________________
 TQ0059  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 TQ0059  DYNAMIC HT  -         491.851 (meters)    1613.68  (feet)  COMP
 TQ0059  MODELED GRAV-     980,716.8   (mgal)                       NAVD 88
 TQ0059
 TQ0059  VERT ORDER  -  FIRST     CLASS II
 TQ0059
 TQ0059.The horizontal coordinates were scaled from a topographic map and have
 TQ0059.an estimated accuracy of +/- 6 seconds.
 TQ0059
 TQ0059.The orthometric height was determined by differential leveling
 TQ0059.and adjusted by the National Geodetic Survey in June 1991..
 TQ0059
 TQ0059.The geoid height was determined by GEOID03.
 TQ0059
 TQ0059.The dynamic height is computed by dividing the NAVD 88
 TQ0059.geopotential number by the normal gravity value computed on the
 TQ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0059.degrees latitude (g = 980.6199 gals.).
 TQ0059
 TQ0059.The modeled gravity was interpolated from observed gravity values.
 TQ0059
 TQ0059;                    North         East    Units  Estimated Accuracy
 TQ0059;SPC WA N     -   153,920.      551,970.      MT  (+/- 180 meters Scaled)
 TQ0059
 TQ0059                          SUPERSEDED SURVEY CONTROL
 TQ0059
 TQ0059  NGVD 29 (??/??/92)  490.558  (m)         1609.44   (f) ADJ UNCH    1 2
 TQ0059
 TQ0059.Superseded values are not recommended for survey control.
 TQ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0059.See file dsdata.txt to determine how the superseded data were derived.
 TQ0059
 TQ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU123627(NAD 83)
 TQ0059_MARKER: DB = BENCH MARK DISK
 TQ0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TQ0059_SP_SET: BRIDGE
 TQ0059_STAMPING: D 378 1958
 TQ0059_MARK LOGO: CGS   
 TQ0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0059
 TQ0059  HISTORY     - Date     Condition        Report By
 TQ0059  HISTORY     - 1958     MONUMENTED       CGS
 TQ0059  HISTORY     - 1982     GOOD             NGS
 TQ0059
 TQ0059                          STATION DESCRIPTION
 TQ0059
 TQ0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0059'1.35 MI NW FROM TWISP.
 TQ0059'1.35 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL AT TWISP,
 TQ0059'IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE CURB OF A
 TQ0059'CONCRETE BRIDGE OVER A CREEK, 14 FEET SOUTHWEST OF THE CENTER LINE OF
 TQ0059'THE HIGHWAY, 2.8 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE CURB, AND
 TQ0059'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 TQ0059
 TQ0059                          STATION RECOVERY (1982)
 TQ0059
 TQ0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0059'RECOVERED IN GOOD CONDITION. NOTE--THE SCHOOL IS NOW THE COMMUNITY
 TQ0059'CENTER AND HIGHWAY 16 IS NOW HIGHWAY 20. ADD--0.5 KM (0.3 MI) SOUTH OF
 TQ0059'MILEPOST 120.
 TQ0059'THE MARK IS 0.3 M ABOVE THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0544 ***********************************************************************
 TP0544  DESIGNATION -  D 379
 TP0544  PID         -  TP0544
 TP0544  STATE/COUNTY-  WA/OKANOGAN
 TP0544  USGS QUAD   -  MALOTT (1993)
 TP0544
 TP0544                         *CURRENT SURVEY CONTROL
 TP0544  ___________________________________________________________________
 TP0544* NAD 83(1986)-  48 22 12.     (N)    119 45 03.     (W)     SCALED    
 TP0544* NAVD 88     -       742.621  (meters)    2436.42   (feet)  ADJUSTED  
 TP0544  ___________________________________________________________________
 TP0544  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 TP0544  DYNAMIC HT  -         742.683 (meters)    2436.62  (feet)  COMP
 TP0544  MODELED GRAV-     980,670.8   (mgal)                       NAVD 88
 TP0544
 TP0544  VERT ORDER  -  FIRST     CLASS II
 TP0544
 TP0544.The horizontal coordinates were scaled from a topographic map and have
 TP0544.an estimated accuracy of +/- 6 seconds.
 TP0544
 TP0544.The orthometric height was determined by differential leveling
 TP0544.and adjusted by the National Geodetic Survey in June 1991..
 TP0544
 TP0544.The geoid height was determined by GEOID03.
 TP0544
 TP0544.The dynamic height is computed by dividing the NAVD 88
 TP0544.geopotential number by the normal gravity value computed on the
 TP0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0544.degrees latitude (g = 980.6199 gals.).
 TP0544
 TP0544.The modeled gravity was interpolated from observed gravity values.
 TP0544
 TP0544;                    North         East    Units  Estimated Accuracy
 TP0544;SPC WA N     -   152,890.      580,200.      MT  (+/- 180 meters Scaled)
 TP0544
 TP0544                          SUPERSEDED SURVEY CONTROL
 TP0544
 TP0544  NGVD 29 (??/??/92)  741.313  (m)         2432.12   (f) ADJ UNCH    1 2
 TP0544
 TP0544.Superseded values are not recommended for survey control.
 TP0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0544.See file dsdata.txt to determine how the superseded data were derived.
 TP0544
 TP0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP962610(NAD 83)
 TP0544_MARKER: DB = BENCH MARK DISK
 TP0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0544_STAMPING: D 379 1958
 TP0544_MARK LOGO: CGS   
 TP0544_PROJECTION: FLUSH
 TP0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0544+STABILITY: SURFACE MOTION
 TP0544
 TP0544  HISTORY     - Date     Condition        Report By
 TP0544  HISTORY     - 1958     MONUMENTED       CGS
 TP0544  HISTORY     - 1975     GOOD             USPSQD
 TP0544  HISTORY     - 1975     GOOD             USGS
 TP0544  HISTORY     - 1982     GOOD             NGS
 TP0544
 TP0544                          STATION DESCRIPTION
 TP0544
 TP0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TP0544'11.2 MI NW FROM OKANOGAN.
 TP0544'1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE AT
 TP0544'OKANOGAN, THENCE 8.55 MILES WEST ALONG STATE HIGHWAY 16, THENCE 0.95
 TP0544'MILE NORTH ALONG A GRAVEL ROAD, AT THE EAST END OF A CURVE, 20 FEET
 TP0544'SOUTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF A FENCE, 1.2
 TP0544'FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD,
 TP0544'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 TP0544'GROUND.
 TP0544
 TP0544                          STATION RECOVERY (1975)
 TP0544
 TP0544'RECOVERY NOTE BY US POWER SQUADRON 1975 (NW)
 TP0544'RECOVERED IN GOOD CONDITION.
 TP0544
 TP0544                          STATION RECOVERY (1975)
 TP0544
 TP0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP0544'1.7 MI SW. ALONG U.S. HWY. 97 FROM POST OFFICE AT OKANOGAN, THENCE
 TP0544'8.55 MI W. ALONG STATE HWY. 16, THENCE 0.95 MI N. ALONG GRAVEL RD.,
 TP0544'AT E. END OF A CURVE, 15 FT S. CENTERLINE OF THE RD., 5 FT SE. OF 10
 TP0544'IN. PINE TREE, 1.2 FT NW. OF WITNESS POST, ABOUT 1 FT LOWER THAN THE
 TP0544'RD., AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FT ABOVE
 TP0544'THE GROUND.
 TP0544
 TP0544                          STATION RECOVERY (1982)
 TP0544
 TP0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0544'2.7 KM (1.7 MI) SOUTHWEST ALONG US HIGHWAY 97 FROM THE POST OFFICE AT
 TP0544'OKANOGAN, THENCE 13.2 KM (8.25 MI) WEST ALONG STATE HIGHWAY 20, THENCE
 TP0544'0.1 KM (0.05 MI) NORTH ALONG A GRAVEL ROAD, THENCE 1.6 KM (1.0 MI)
 TP0544'NORTHWEST ALONG A GRAVEL ROAD, AT THE EAST END OF A CURVE, 6.1 METERS
 TP0544'(20 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 4.5 METERS (15 FT)
 TP0544'NORTHEAST OF A FENCE.
 TP0544'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 TP0544'THE MARK IS 0.4 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0888 ***********************************************************************
 RZ0888  DESIGNATION -  D 38
 RZ0888  PID         -  RZ0888
 RZ0888  STATE/COUNTY-  WA/ASOTIN
 RZ0888  USGS QUAD   -  SILCOTT (1971)
 RZ0888
 RZ0888                         *CURRENT SURVEY CONTROL
 RZ0888  ___________________________________________________________________
 RZ0888* NAD 83(1986)-  46 24 43.     (N)    117 12 49.     (W)     SCALED    
 RZ0888* NAVD 88     -       235.254  (meters)     771.83   (feet)  ADJUSTED  
 RZ0888  ___________________________________________________________________
 RZ0888  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 RZ0888  DYNAMIC HT  -         235.256 (meters)     771.84  (feet)  COMP
 RZ0888  MODELED GRAV-     980,617.5   (mgal)                       NAVD 88
 RZ0888
 RZ0888  VERT ORDER  -  FIRST     CLASS I
 RZ0888
 RZ0888.The horizontal coordinates were scaled from a topographic map and have
 RZ0888.an estimated accuracy of +/- 6 seconds.
 RZ0888
 RZ0888.The orthometric height was determined by differential leveling
 RZ0888.and adjusted by the National Geodetic Survey in June 1991..
 RZ0888
 RZ0888.The geoid height was determined by GEOID03.
 RZ0888
 RZ0888.The dynamic height is computed by dividing the NAVD 88
 RZ0888.geopotential number by the normal gravity value computed on the
 RZ0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0888.degrees latitude (g = 980.6199 gals.).
 RZ0888
 RZ0888.The modeled gravity was interpolated from observed gravity values.
 RZ0888
 RZ0888;                    North         East    Units  Estimated Accuracy
 RZ0888;SPC WA S     -   125,150.      752,590.      MT  (+/- 180 meters Scaled)
 RZ0888
 RZ0888                          SUPERSEDED SURVEY CONTROL
 RZ0888
 RZ0888  NGVD 29 (??/??/92)  234.277  (m)          768.62   (f) ADJ UNCH    1 1
 RZ0888
 RZ0888.Superseded values are not recommended for survey control.
 RZ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0888.See file dsdata.txt to determine how the superseded data were derived.
 RZ0888
 RZ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM835398(NAD 83)
 RZ0888_MARKER: DB = BENCH MARK DISK
 RZ0888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0888_SP_SET: GUARD RAIL
 RZ0888_STAMPING: D 38 1933
 RZ0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0888
 RZ0888  HISTORY     - Date     Condition        Report By
 RZ0888  HISTORY     - 1933     MONUMENTED       CGS
 RZ0888  HISTORY     - 1974     GOOD             NGS
 RZ0888  HISTORY     - 1980     GOOD             NGS
 RZ0888  HISTORY     - 20031210 GOOD             GEOCAC
 RZ0888
 RZ0888                          STATION DESCRIPTION
 RZ0888
 RZ0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 RZ0888'10.0 MI W FROM CLARKSTON.
 RZ0888'10.0 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE WEST END OF THE SNAKE
 RZ0888'RIVER AT CLARKSTON, IN THE TOP OF AND 10 FEET NORTHEAST OF THE
 RZ0888'SOUTHWEST END OF THE NORTHWEST CONCRETE GUARD RAIL OF THE INDIAN
 RZ0888'TIMOTHY MEMORIAL BRIDGE OVER ALPOWA CREEK, ABOUT 75 FEET SOUTHEAST OF
 RZ0888'THE NEW HIGHWAY BRIDGE OVER THE CREEK.  NOTE-- THE OLD BRIDGE IS NO
 RZ0888'LONGER IN USE AS THE HIGHWAY HAS BEEN RELOCATED.  SEC 19, T11N, R 45E.
 RZ0888
 RZ0888                          STATION RECOVERY (1980)
 RZ0888
 RZ0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0888'15.0 KILOMETERS (9.35 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE WEST
 RZ0888'END OF THE HIGHWAY BRIDGE OVER THE SNAKE RIVER IN CLARKSTON, SET IN
 RZ0888'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE GUARDRAIL OF THE
 RZ0888'INDIAN TIMOTHY BRIDGE OVER ALPOWA CREEK ON THE OLD HIGHWAY GRADE,
 RZ0888'3.65 METERS (12.0 FEET) NORTHWEST OF THE CENTERLINE OF THE OLD
 RZ0888'HIGHWAY, 3.0 METERS (10.0 FEET) NORTHEAST OF THE SOUTHWEST END OF THE
 RZ0888'GUARDRAIL.
 RZ0888'THE MARK IS 0.9 M ABOVE THE OLD HIGHWAY.
 RZ0888
 RZ0888                          STATION RECOVERY (2003)
 RZ0888
 RZ0888'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 RZ0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0283 ***********************************************************************
 TQ0283  DESIGNATION -  D 381
 TQ0283  PID         -  TQ0283
 TQ0283  STATE/COUNTY-  WA/SNOHOMISH
 TQ0283  USGS QUAD   -  DARRINGTON (1982)
 TQ0283
 TQ0283                         *CURRENT SURVEY CONTROL
 TQ0283  ___________________________________________________________________
 TQ0283* NAD 83(1986)-  48 17 23.     (N)    121 34 04.     (W)     SCALED    
 TQ0283* NAVD 88     -       142.813  (meters)     468.55   (feet)  ADJUSTED  
 TQ0283  ___________________________________________________________________
 TQ0283  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 TQ0283  DYNAMIC HT  -         142.838 (meters)     468.63  (feet)  COMP
 TQ0283  MODELED GRAV-     980,788.1   (mgal)                       NAVD 88
 TQ0283
 TQ0283  VERT ORDER  -  SECOND    CLASS 0
 TQ0283
 TQ0283.The horizontal coordinates were scaled from a topographic map and have
 TQ0283.an estimated accuracy of +/- 6 seconds.
 TQ0283
 TQ0283.The orthometric height was determined by differential leveling
 TQ0283.and adjusted by the National Geodetic Survey in June 1991..
 TQ0283
 TQ0283.The geoid height was determined by GEOID03.
 TQ0283
 TQ0283.The dynamic height is computed by dividing the NAVD 88
 TQ0283.geopotential number by the normal gravity value computed on the
 TQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0283.degrees latitude (g = 980.6199 gals.).
 TQ0283
 TQ0283.The modeled gravity was interpolated from observed gravity values.
 TQ0283
 TQ0283;                    North         East    Units  Estimated Accuracy
 TQ0283;SPC WA N     -   143,660.      445,500.      MT  (+/- 180 meters Scaled)
 TQ0283
 TQ0283                          SUPERSEDED SURVEY CONTROL
 TQ0283
 TQ0283  NGVD 29 (??/??/92)  141.654  (m)          464.74   (f) ADJ UNCH    2 0
 TQ0283
 TQ0283.Superseded values are not recommended for survey control.
 TQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0283.See file dsdata.txt to determine how the superseded data were derived.
 TQ0283
 TQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU062494(NAD 83)
 TQ0283_MARKER: DB = BENCH MARK DISK
 TQ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0283_STAMPING: D 381 1958
 TQ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0283+STABILITY: SURFACE MOTION
 TQ0283
 TQ0283  HISTORY     - Date     Condition        Report By
 TQ0283  HISTORY     - 1958     MONUMENTED       CGS
 TQ0283  HISTORY     - 1959     GOOD             NGS
 TQ0283
 TQ0283                          STATION DESCRIPTION
 TQ0283
 TQ0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TQ0283'2.7 MI NE FROM DARRINGTON.
 TQ0283'ABOUT 2.7 MILES NORTHEAST ALONG A ROAD LEADING TO CONCRETE FROM THE
 TQ0283'RANGER STATION AT DARRINGTON, 66 FEET EAST-NORTHEAST OF THE CENTER OF
 TQ0283'THE JUNCTION OF A DIRT ROAD LEADING EAST, 45 1/2 FEET SOUTHEAST OF THE
 TQ0283'CENTER LINE OF THE MAIN ROAD, 13 FEET NORTH OF THE CENTER LINE OF THE
 TQ0283'DIRT ROAD, 23 1/2 FEET EAST OF POWER LINE POLE, 3.0 FEET EAST OF A
 TQ0283'WITNESS POST, ABOUT LEVEL WITH THE DIRT ROAD, AND SET IN THE TOP OF A
 TQ0283'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0559 ***********************************************************************
 TP0559  DESIGNATION -  D 382
 TP0559  PID         -  TP0559
 TP0559  STATE/COUNTY-  WA/OKANOGAN
 TP0559  USGS QUAD   -  MALOTT (1993)
 TP0559
 TP0559                         *CURRENT SURVEY CONTROL
 TP0559  ___________________________________________________________________
 TP0559* NAD 83(1986)-  48 17 51.     (N)    119 42 25.     (W)     SCALED    
 TP0559* NAVD 88     -       274.503  (meters)     900.60   (feet)  ADJUSTED  
 TP0559  ___________________________________________________________________
 TP0559  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 TP0559  DYNAMIC HT  -         274.542 (meters)     900.73  (feet)  COMP
 TP0559  MODELED GRAV-     980,745.8   (mgal)                       NAVD 88
 TP0559
 TP0559  VERT ORDER  -  FIRST     CLASS II
 TP0559
 TP0559.The horizontal coordinates were scaled from a topographic map and have
 TP0559.an estimated accuracy of +/- 6 seconds.
 TP0559
 TP0559.The orthometric height was determined by differential leveling
 TP0559.and adjusted by the National Geodetic Survey in June 1991..
 TP0559
 TP0559.The geoid height was determined by GEOID03.
 TP0559
 TP0559.The dynamic height is computed by dividing the NAVD 88
 TP0559.geopotential number by the normal gravity value computed on the
 TP0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0559.degrees latitude (g = 980.6199 gals.).
 TP0559
 TP0559.The modeled gravity was interpolated from observed gravity values.
 TP0559
 TP0559;                    North         East    Units  Estimated Accuracy
 TP0559;SPC WA N     -   144,870.      583,570.      MT  (+/- 180 meters Scaled)
 TP0559
 TP0559                          SUPERSEDED SURVEY CONTROL
 TP0559
 TP0559  NGVD 29 (??/??/92)  273.242  (m)          896.46   (f) ADJ UNCH    1 2
 TP0559
 TP0559.Superseded values are not recommended for survey control.
 TP0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0559.See file dsdata.txt to determine how the superseded data were derived.
 TP0559
 TP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP992529(NAD 83)
 TP0559_MARKER: DB = BENCH MARK DISK
 TP0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0559_STAMPING: D 382 1958
 TP0559_MARK LOGO: CGS   
 TP0559_PROJECTION: RECESSED 10 CENTIMETERS
 TP0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0559+STABILITY: SURFACE MOTION
 TP0559
 TP0559  HISTORY     - Date     Condition        Report By
 TP0559  HISTORY     - 1958     MONUMENTED       CGS
 TP0559  HISTORY     - 1975     MARK NOT FOUND   USPSQD
 TP0559  HISTORY     - 1975     MARK NOT FOUND   USGS
 TP0559  HISTORY     - 1982     GOOD             NGS
 TP0559
 TP0559                          STATION DESCRIPTION
 TP0559
 TP0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TP0559'0.95 MI N FROM MALOTT.
 TP0559'0.05 MILE WEST ALONG A PAVED STREET FROM THE MALOTT ELEMENTARY SCHOOL
 TP0559'AT MALOTT, THENCE 0.9 MILE NORTH ALONG AN ASPHALT ROAD, AT THE
 TP0559'JUNCTION OF A DIRT ROAD NORTH INTO A STOCK PEN, 38 1/2 FEET WEST OF
 TP0559'THE CENTER LINE OF THE ASPHALT ROAD, 64 1/2 FEET NORTHWEST OF THE
 TP0559'CENTER OF THE JUNCTION, 10 FEET WEST OF THE CENTER LINE OF THE DIRT
 TP0559'ROAD, 3 FEET EAST OF A FENCE CORNER, 1.2 FEET SOUTH OF A FENCE, 2 1/2
 TP0559'FEET WEST OF THE WEST END OF A GATE, 1.3 FEET EAST OF A WITNESS POST,
 TP0559'ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 TP0559'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TP0559
 TP0559                          STATION RECOVERY (1975)
 TP0559
 TP0559'RECOVERY NOTE BY US POWER SQUADRON 1975 (NW)
 TP0559'MARK NOT FOUND.
 TP0559
 TP0559                          STATION RECOVERY (1975)
 TP0559
 TP0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP0559'MARK NOT FOUND.
 TP0559
 TP0559                          STATION RECOVERY (1982)
 TP0559
 TP0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0559'RECOVERED IN GOOD CONDITION. NOTE--ASPHALT ROAD IS MALOTT ROAD.
 TP0559'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 TP0559'THE MARK IS 0.3 M BELOW CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0199 ***********************************************************************
 SA0199  DESIGNATION -  D 383
 SA0199  PID         -  SA0199
 SA0199  STATE/COUNTY-  WA/WALLA WALLA
 SA0199  USGS QUAD   -  HADLEY (1991)
 SA0199
 SA0199                         *CURRENT SURVEY CONTROL
 SA0199  ___________________________________________________________________
 SA0199* NAD 83(1986)-  46 07 58.     (N)    118 25 09.     (W)     SCALED    
 SA0199* NAVD 88     -       235.516  (meters)     772.69   (feet)  ADJUSTED  
 SA0199  ___________________________________________________________________
 SA0199  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 SA0199  DYNAMIC HT  -         235.511 (meters)     772.67  (feet)  COMP
 SA0199  MODELED GRAV-     980,590.6   (mgal)                       NAVD 88
 SA0199
 SA0199  VERT ORDER  -  SECOND    CLASS 0
 SA0199
 SA0199.The horizontal coordinates were scaled from a topographic map and have
 SA0199.an estimated accuracy of +/- 6 seconds.
 SA0199
 SA0199.The orthometric height was determined by differential leveling
 SA0199.and adjusted by the National Geodetic Survey in June 1991..
 SA0199
 SA0199.The geoid height was determined by GEOID03.
 SA0199
 SA0199.The dynamic height is computed by dividing the NAVD 88
 SA0199.geopotential number by the normal gravity value computed on the
 SA0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0199.degrees latitude (g = 980.6199 gals.).
 SA0199
 SA0199.The modeled gravity was interpolated from observed gravity values.
 SA0199
 SA0199;                    North         East    Units  Estimated Accuracy
 SA0199;SPC WA S     -    90,980.      660,780.      MT  (+/- 180 meters Scaled)
 SA0199
 SA0199                          SUPERSEDED SURVEY CONTROL
 SA0199
 SA0199  NGVD 29 (??/??/92)  234.586  (m)          769.64   (f) ADJ UNCH    2 0
 SA0199
 SA0199.Superseded values are not recommended for survey control.
 SA0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0199.See file dsdata.txt to determine how the superseded data were derived.
 SA0199
 SA0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM903097(NAD 83)
 SA0199_MARKER: DB = BENCH MARK DISK
 SA0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0199_SP_SET: CONCRETE POST
 SA0199_STAMPING: D 383 1959
 SA0199_MARK LOGO: CGS   
 SA0199_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0199+STABILITY: SURFACE MOTION
 SA0199
 SA0199  HISTORY     - Date     Condition        Report By
 SA0199  HISTORY     - 1959     MONUMENTED       CGS
 SA0199  HISTORY     - 19900618 GOOD             USGS
 SA0199  HISTORY     - 20040220 GOOD             GEOCAC
 SA0199
 SA0199                          STATION DESCRIPTION
 SA0199
 SA0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SA0199'7.15 MI NW FROM WALLA WALLA.
 SA0199'0.55 MILE NORTH ALONG THIRTEENTH AVENUE FROM THE UNION PACIFIC
 SA0199'RAILROAD STATION AT WALLA WALLA, THENCE 2.7 MILES NORTHWEST ALONG
 SA0199'STATE HIGHWAY 3E, THENCE 3.9 MILES NORTHWEST ALONG AN ASPHALT ROAD,
 SA0199'0.25 MILE WEST OF THE JUNCTION OF A DRIVEWAY LEADING NORTH TO THE
 SA0199'RICHARD CARVER FARM, 32 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 SA0199'1 1/2 FEET NORTH OF POWER POLE 44, 1.6 FEET SOUTH OF A WITNESS POST,
 SA0199'ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SA0199'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SA0199
 SA0199                          STATION RECOVERY (1990)
 SA0199
 SA0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 SA0199'RECOVERED IN GOOD CONDITION. NOTE--1.95 MILES NORTH ALONG STATE
 SA0199'ROUTE 125 (13TH AVENUE) FROM THE MAIN ENTRANCE
 SA0199'OF THE WASHINGTON STATE PENITENTIARY IN WALLA WALLA.
 SA0199
 SA0199                          STATION RECOVERY (2004)
 SA0199
 SA0199'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0750 ***********************************************************************
 SW0750  DESIGNATION -  D 384
 SW0750  PID         -  SW0750
 SW0750  STATE/COUNTY-  WA/GRANT
 SW0750  USGS QUAD   -  WINCHESTER SE (1978)
 SW0750
 SW0750                         *CURRENT SURVEY CONTROL
 SW0750  ___________________________________________________________________
 SW0750* NAD 83(1986)-  47 00 06.     (N)    119 33 26.     (W)     SCALED    
 SW0750* NAVD 88     -       345.066  (meters)    1132.10   (feet)  ADJUSTED  
 SW0750  ___________________________________________________________________
 SW0750  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 SW0750  DYNAMIC HT  -         345.089 (meters)    1132.18  (feet)  COMP
 SW0750  MODELED GRAV-     980,670.7   (mgal)                       NAVD 88
 SW0750
 SW0750  VERT ORDER  -  SECOND    CLASS 0
 SW0750
 SW0750.The horizontal coordinates were scaled from a topographic map and have
 SW0750.an estimated accuracy of +/- 6 seconds.
 SW0750
 SW0750.The orthometric height was determined by differential leveling
 SW0750.and adjusted by the National Geodetic Survey in June 1991..
 SW0750
 SW0750.The geoid height was determined by GEOID03.
 SW0750
 SW0750.The dynamic height is computed by dividing the NAVD 88
 SW0750.geopotential number by the normal gravity value computed on the
 SW0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0750.degrees latitude (g = 980.6199 gals.).
 SW0750
 SW0750.The modeled gravity was interpolated from observed gravity values.
 SW0750
 SW0750;                    North         East    Units  Estimated Accuracy
 SW0750;SPC WA S     -   185,870.      571,700.      MT  (+/- 180 meters Scaled)
 SW0750
 SW0750                          SUPERSEDED SURVEY CONTROL
 SW0750
 SW0750  NGVD 29 (??/??/92)  343.955  (m)         1128.46   (f) ADJ UNCH    2 0
 SW0750
 SW0750.Superseded values are not recommended for survey control.
 SW0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0750.See file dsdata.txt to determine how the superseded data were derived.
 SW0750
 SW0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN055085(NAD 83)
 SW0750_MARKER: DB = BENCH MARK DISK
 SW0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0750_STAMPING: D 384 1959
 SW0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0750+STABILITY: SURFACE MOTION
 SW0750
 SW0750  HISTORY     - Date     Condition        Report By
 SW0750  HISTORY     - 1959     MONUMENTED       CGS
 SW0750  HISTORY     - 1967     GOOD             NGS
 SW0750
 SW0750                          STATION DESCRIPTION
 SW0750
 SW0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SW0750'20.8 MI SW FROM MOSES LAKE.
 SW0750'13.7 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE INTERSECTION OF
 SW0750'BROADWAY AVENUE AND DIVISION STREET AT MOSES LAKE, THENCE 7.1 MILES
 SW0750'SOUTH ALONG MORRISON ROAD, AT THE INTERSECTION OF SHORT EAST-WEST
 SW0750'ASPHALT PULL-OFFS, 55 FEET EAST OF THE CENTER LINE OF THE ROAD, 20.6
 SW0750'FEET WEST OF A 2 1/2-INCH IRON PIPE WHICH PROJECTS 5 FEET ABOVE THE
 SW0750'GROUND, 1.6 FEET EAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN
 SW0750'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SW0750'ABOVE THE GROUND.
 SW0750
 SW0750                          STATION RECOVERY (1967)
 SW0750
 SW0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SW0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0206 ***********************************************************************
 SY0206  DESIGNATION -  D 385
 SY0206  PID         -  SY0206
 SY0206  STATE/COUNTY-  WA/KING
 SY0206  USGS QUAD   -  
 SY0206
 SY0206                         *CURRENT SURVEY CONTROL
 SY0206  ___________________________________________________________________
 SY0206* NAD 83(1986)-  47 41 07.     (N)    122 05 43.     (W)     SCALED    
 SY0206* NAVD 88     -        21.733  (meters)      71.30   (feet)  ADJUSTED  
 SY0206  ___________________________________________________________________
 SY0206  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SY0206  DYNAMIC HT  -          21.736 (meters)      71.31  (feet)  COMP
 SY0206  MODELED GRAV-     980,731.5   (mgal)                       NAVD 88
 SY0206
 SY0206  VERT ORDER  -  FIRST     CLASS II
 SY0206
 SY0206.The horizontal coordinates were scaled from a topographic map and have
 SY0206.an estimated accuracy of +/- 6 seconds.
 SY0206
 SY0206.The orthometric height was determined by differential leveling
 SY0206.and adjusted by the National Geodetic Survey in June 1991..
 SY0206
 SY0206.The geoid height was determined by GEOID03.
 SY0206
 SY0206.The dynamic height is computed by dividing the NAVD 88
 SY0206.geopotential number by the normal gravity value computed on the
 SY0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0206.degrees latitude (g = 980.6199 gals.).
 SY0206
 SY0206.The modeled gravity was interpolated from observed gravity values.
 SY0206
 SY0206;                    North         East    Units  Estimated Accuracy
 SY0206;SPC WA N     -    76,970.      405,260.      MT  (+/- 180 meters Scaled)
 SY0206
 SY0206                          SUPERSEDED SURVEY CONTROL
 SY0206
 SY0206  NGVD 29 (??/??/??)   20.643  (m)           67.73   (f) ADJUSTED    1 2
 SY0206
 SY0206.Superseded values are not recommended for survey control.
 SY0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0206.See file dsdata.txt to determine how the superseded data were derived.
 SY0206
 SY0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET678817(NAD 83)
 SY0206_MARKER: DB = BENCH MARK DISK
 SY0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0206_STAMPING: D 385 1959
 SY0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0206+STABILITY: SURFACE MOTION
 SY0206
 SY0206  HISTORY     - Date     Condition        Report By
 SY0206  HISTORY     - 1959     MONUMENTED       CGS
 SY0206  HISTORY     - 1970     GOOD             NGS
 SY0206  HISTORY     - 1983     GOOD             USPSQD
 SY0206  HISTORY     - 1987     GOOD             USPSQD
 SY0206  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0206  HISTORY     - 1988     POOR             USPSQD
 SY0206  HISTORY     - 20030315 MARK NOT FOUND   USPSQD
 SY0206
 SY0206                          STATION DESCRIPTION
 SY0206
 SY0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 SY0206'1.6 MI NE FROM REDMOND.
 SY0206'1.4 MILES NORTHEAST ALONG AVONDALE WAY NE FROM ITS INTERSECTION WITH
 SY0206'STATE HIGHWAY 522 IN REDMOND, 0.1 MILE SOUTHWEST OF THE INTERSECTION
 SY0206'OF AVONDALE WAY N.E. AND NOVELTY HILL ROAD, 105 FEET EAST OF THE
 SY0206'CENTER OF AVONDALE WAY NE, 21 FEET SOUTH OF THE CENTER OF CONNAD OLSEN
 SY0206'ROAD (NE 95TH ST.) 1 1/2 FEET WEST OF A POWER POLE AND 1 FOOT NORTH OF
 SY0206'A METAL WITNESS POST, A STANDARD DISK SET IN A ROUND CONCRETE POST
 SY0206'WHICH PROJECTS 2 INCHES.  1/4, SEC 6, T 25N, R 6E.
 SY0206
 SY0206                          STATION RECOVERY (1983)
 SY0206
 SY0206'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0206'WITNESS POST AND PLACARD ARE MERTAL.
 SY0206
 SY0206                          STATION RECOVERY (1987)
 SY0206
 SY0206'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SY0206'RECOVERED IN GOOD CONDITION.
 SY0206
 SY0206                          STATION RECOVERY (1988)
 SY0206
 SY0206'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 SY0206'MARK NOT FOUND.
 SY0206
 SY0206                          STATION RECOVERY (1988)
 SY0206
 SY0206'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SY0206'MARK RECOVERED IN POOR CONDITION.
 SY0206
 SY0206                          STATION RECOVERY (2003)
 SY0206
 SY0206'RECOVERY NOTE BY US POWER SQUADRON 2003 (KL)
 SY0206'WITNESS POST GONE.  ROAD REPAVING IN AREA.  REFERENCED POWER POLE
 SY0206'PRESENT BUT NO LINES TO IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0646 ***********************************************************************
 SX0646  DESIGNATION -  D 386
 SX0646  PID         -  SX0646
 SX0646  STATE/COUNTY-  WA/SNOHOMISH
 SX0646  USGS QUAD   -  BARING (1982)
 SX0646
 SX0646                         *CURRENT SURVEY CONTROL
 SX0646  ___________________________________________________________________
 SX0646* NAD 83(1986)-  47 52 06.     (N)    121 28 18.     (W)     SCALED    
 SX0646* NAVD 88     -       267.145  (meters)     876.46   (feet)  ADJUSTED  
 SX0646  ___________________________________________________________________
 SX0646  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 SX0646  DYNAMIC HT  -         267.164 (meters)     876.52  (feet)  COMP
 SX0646  MODELED GRAV-     980,677.3   (mgal)                       NAVD 88
 SX0646
 SX0646  VERT ORDER  -  SECOND    CLASS 0
 SX0646
 SX0646.The horizontal coordinates were scaled from a topographic map and have
 SX0646.an estimated accuracy of +/- 6 seconds.
 SX0646
 SX0646.The orthometric height was determined by differential leveling
 SX0646.and adjusted by the National Geodetic Survey in June 1991..
 SX0646
 SX0646.The geoid height was determined by GEOID03.
 SX0646
 SX0646.The dynamic height is computed by dividing the NAVD 88
 SX0646.geopotential number by the normal gravity value computed on the
 SX0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0646.degrees latitude (g = 980.6199 gals.).
 SX0646
 SX0646.The modeled gravity was interpolated from observed gravity values.
 SX0646
 SX0646;                    North         East    Units  Estimated Accuracy
 SX0646;SPC WA N     -    96,740.      452,250.      MT  (+/- 180 meters Scaled)
 SX0646
 SX0646                          SUPERSEDED SURVEY CONTROL
 SX0646
 SX0646  NGVD 29 (??/??/92)  265.946  (m)          872.52   (f) ADJ UNCH    2 0
 SX0646
 SX0646.Superseded values are not recommended for survey control.
 SX0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0646.See file dsdata.txt to determine how the superseded data were derived.
 SX0646
 SX0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFU142027(NAD 83)
 SX0646_MARKER: DB = BENCH MARK DISK
 SX0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0646_STAMPING: D 386 1959
 SX0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0646+STABILITY: SURFACE MOTION
 SX0646
 SX0646  HISTORY     - Date     Condition        Report By
 SX0646  HISTORY     - 1959     MONUMENTED       CGS
 SX0646  HISTORY     - 1982     GOOD             NGS
 SX0646  HISTORY     - 1988     GOOD             USPSQD
 SX0646  HISTORY     - 20020114 GOOD             NGS
 SX0646
 SX0646                          STATION DESCRIPTION
 SX0646
 SX0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SX0646'6.15 MI NE FROM INDEX.
 SX0646'0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0646'INDEX, THENCE 5.95 MILES NORTHEAST ALONG AN ASPHALT AND GRAVEL ROAD,
 SX0646'AT A SMALL CLEARING, AT THE NORTHEAST END OF A CURVE, 134 FEET
 SX0646'NORTHEAST OF MILEPOST 7, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE
 SX0646'ROAD, 170 FEET NORTHEAST OF THE SOUTHEAST END OF A 24-INCH PIPE
 SX0646'CULVERT, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 SX0646'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 SX0646'THE GROUND.
 SX0646
 SX0646                          STATION RECOVERY (1982)
 SX0646
 SX0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0646'RECOVERED IN GOOD CONDITION.
 SX0646
 SX0646                          STATION RECOVERY (1988)
 SX0646
 SX0646'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0646'RECOVERED IN GOOD CONDITION.
 SX0646
 SX0646                          STATION RECOVERY (2002)
 SX0646
 SX0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 SX0646'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0071 ***********************************************************************
 SX0071  DESIGNATION -  D 387
 SX0071  PID         -  SX0071
 SX0071  STATE/COUNTY-  WA/DOUGLAS
 SX0071  USGS QUAD   -  ENTIAT (1987)
 SX0071
 SX0071                         *CURRENT SURVEY CONTROL
 SX0071  ___________________________________________________________________
 SX0071* NAD 83(1986)-  47 38 58.     (N)    120 09 07.     (W)     SCALED    
 SX0071* NAVD 88     -       635.752  (meters)    2085.80   (feet)  ADJUSTED  
 SX0071  ___________________________________________________________________
 SX0071  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 SX0071  DYNAMIC HT  -         635.781 (meters)    2085.89  (feet)  COMP
 SX0071  MODELED GRAV-     980,638.1   (mgal)                       NAVD 88
 SX0071
 SX0071  VERT ORDER  -  SECOND    CLASS 0
 SX0071
 SX0071.The horizontal coordinates were scaled from a topographic map and have
 SX0071.an estimated accuracy of +/- 6 seconds.
 SX0071
 SX0071.The orthometric height was determined by differential leveling
 SX0071.and adjusted by the National Geodetic Survey in June 1991..
 SX0071
 SX0071.The geoid height was determined by GEOID03.
 SX0071
 SX0071.The dynamic height is computed by dividing the NAVD 88
 SX0071.geopotential number by the normal gravity value computed on the
 SX0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0071.degrees latitude (g = 980.6199 gals.).
 SX0071
 SX0071.The modeled gravity was interpolated from observed gravity values.
 SX0071
 SX0071;                    North         East    Units  Estimated Accuracy
 SX0071;SPC WA N     -    72,430.      551,190.      MT  (+/- 180 meters Scaled)
 SX0071
 SX0071                          SUPERSEDED SURVEY CONTROL
 SX0071
 SX0071  NGVD 29 (??/??/92)  634.578  (m)         2081.94   (f) ADJ UNCH    2 0
 SX0071
 SX0071.Superseded values are not recommended for survey control.
 SX0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0071.See file dsdata.txt to determine how the superseded data were derived.
 SX0071
 SX0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT138812(NAD 83)
 SX0071_MARKER: DB = BENCH MARK DISK
 SX0071_SETTING: 80 = SET IN A BOULDER
 SX0071_SP_SET: BOULDER
 SX0071_STAMPING: D 387 1959
 SX0071_MARK LOGO: CGS   
 SX0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0071+STABILITY: SURFACE MOTION
 SX0071
 SX0071  HISTORY     - Date     Condition        Report By
 SX0071  HISTORY     - 1959     MONUMENTED       CGS
 SX0071  HISTORY     - 1968     GOOD             USGS
 SX0071  HISTORY     - 1982     GOOD             NGS
 SX0071
 SX0071                          STATION DESCRIPTION
 SX0071
 SX0071'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 SX0071'6.0 MI W FROM WATERVILLE.
 SX0071'5.8 MILES WEST ALONG OLD U S HIGHWAY 2 FROM THE POST OFFICE IN
 SX0071'WATERVILLE, THENCE 0.2 MILES WEST ALONG U S HIGHWAY 2.  100 FT. SOUTH
 SX0071'OF A LONE PINE TREE.  55 FEET NORTH OF A LONE PINE TREE.  30 FT.
 SX0071'SOUTHEAST OF CENTERLINE OF THE HIGHWAY.  1.5 FT. NORTH OF WITNESS POST
 SX0071'AND 1.5 FT. LOWER THAN THE HIGHWAY.  A STANDARD USC AND GS TABLET
 SX0071'STAMPED D 387 1959 AND SET IN BOULDER FLUSH WITH GROUND.
 SX0071
 SX0071                          STATION RECOVERY (1982)
 SX0071
 SX0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0855 ***********************************************************************
 SW0855  DESIGNATION -  D 388
 SW0855  PID         -  SW0855
 SW0855  STATE/COUNTY-  WA/DOUGLAS
 SW0855  USGS QUAD   -  FARMER (1968)
 SW0855
 SW0855                         *CURRENT SURVEY CONTROL
 SW0855  ___________________________________________________________________
 SW0855* NAD 83(1986)-  47 36 45.     (N)    119 47 18.     (W)     SCALED    
 SW0855* NAVD 88     -       769.112  (meters)    2523.33   (feet)  ADJUSTED  
 SW0855  ___________________________________________________________________
 SW0855  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 SW0855  DYNAMIC HT  -         769.137 (meters)    2523.41  (feet)  COMP
 SW0855  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 SW0855
 SW0855  VERT ORDER  -  SECOND    CLASS 0
 SW0855
 SW0855.The horizontal coordinates were scaled from a topographic map and have
 SW0855.an estimated accuracy of +/- 6 seconds.
 SW0855
 SW0855.The orthometric height was determined by differential leveling
 SW0855.and adjusted by the National Geodetic Survey in June 1991..
 SW0855
 SW0855.The geoid height was determined by GEOID03.
 SW0855
 SW0855.The dynamic height is computed by dividing the NAVD 88
 SW0855.geopotential number by the normal gravity value computed on the
 SW0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0855.degrees latitude (g = 980.6199 gals.).
 SW0855
 SW0855.The modeled gravity was interpolated from observed gravity values.
 SW0855
 SW0855;                    North         East    Units  Estimated Accuracy
 SW0855;SPC WA N     -    68,630.      578,560.      MT  (+/- 180 meters Scaled)
 SW0855
 SW0855                          SUPERSEDED SURVEY CONTROL
 SW0855
 SW0855  NGVD 29 (??/??/92)  767.929  (m)         2519.45   (f) ADJ UNCH    2 0
 SW0855
 SW0855.Superseded values are not recommended for survey control.
 SW0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0855.See file dsdata.txt to determine how the superseded data were derived.
 SW0855
 SW0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN904770(NAD 83)
 SW0855_MARKER: DB = BENCH MARK DISK
 SW0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0855_SP_SET: CONCRETE POST
 SW0855_STAMPING: D 388 1959
 SW0855_MARK LOGO: CGS   
 SW0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0855+STABILITY: SURFACE MOTION
 SW0855
 SW0855  HISTORY     - Date     Condition        Report By
 SW0855  HISTORY     - 1959     MONUMENTED       CGS
 SW0855  HISTORY     - 1979     GOOD             NGS
 SW0855  HISTORY     - 19810317 GOOD             NGS
 SW0855
 SW0855                          STATION DESCRIPTION
 SW0855
 SW0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SW0855'1.15 MI E FROM FARMER.
 SW0855'1.15 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AND STORE AT
 SW0855'FARMER, 0.15 MILE EAST OF THE JUNCTION OF A DIRT FIELD ROAD SOUTH, ON
 SW0855'THE WEST SLOPE OF A LOW HILL, 34 FEET NORTH OF THE CENTER LINE OF THE
 SW0855'HIGHWAY, 1 FOOT EAST OF A TELEPHONE POLE, 1.4 FEET NORTH OF A WITNESS
 SW0855'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SW0855'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SW0855
 SW0855                          STATION RECOVERY (1979)
 SW0855
 SW0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SW0855'THE TELEPHONE HAS BEEN REMOVED.
 SW0855
 SW0855                          STATION RECOVERY (1981)
 SW0855
 SW0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0855'10.5 MILES (16.9 KM) EAST ALONG US HIGHWAY 2 FROM THE RAILROAD
 SW0855'CROSSING AT DOUGLAS TO THE JUNCTION OF A SIDE ROAD LEFT, B-NW, THENCE
 SW0855'0.1 MILE (0.2 KM) EAST ALONG US HIGHWAY 2 TO THE MARK ON THE LEFT,
 SW0855'10.36 METERS NORTH OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1068 ***********************************************************************
 SW1068  DESIGNATION -  D 388 RESET
 SW1068  PID         -  SW1068
 SW1068  STATE/COUNTY-  WA/DOUGLAS
 SW1068  USGS QUAD   -  FARMER (1968)
 SW1068
 SW1068                         *CURRENT SURVEY CONTROL
 SW1068  ___________________________________________________________________
 SW1068* NAD 83(1986)-  47 36 45.     (N)    119 47 17.     (W)     SCALED    
 SW1068* NAVD 88     -       766.81   (meters)    2515.8    (feet)  RESET     
 SW1068  ___________________________________________________________________
 SW1068  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 SW1068
 SW1068  VERT ORDER  -  THIRD
 SW1068
 SW1068.The horizontal coordinates were scaled from a topographic map and have
 SW1068.an estimated accuracy of +/- 6 seconds.
 SW1068
 SW1068.The orthometric height was computed from unverified reset data.
 SW1068.No vertical observational check was made to the station.
 SW1068
 SW1068.The geoid height was determined by GEOID03.
 SW1068
 SW1068;                    North         East    Units  Estimated Accuracy
 SW1068;SPC WA N     -    68,630.      578,580.      MT  (+/- 180 meters Scaled)
 SW1068
 SW1068                          SUPERSEDED SURVEY CONTROL
 SW1068
 SW1068  NGVD 29 (12/17/02)  765.62   (m)         2511.9    (f) RESET       3  
 SW1068
 SW1068.Superseded values are not recommended for survey control.
 SW1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1068.See file dsdata.txt to determine how the superseded data were derived.
 SW1068
 SW1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN904769(NAD 83)
 SW1068_MARKER: DB = BENCH MARK DISK
 SW1068_SETTING: 66 = SET IN ROCK OUTCROP
 SW1068_SP_SET: ROCK OUTCROP
 SW1068_STAMPING: D 388 RESET 1981
 SW1068_MARK LOGO: NGS   
 SW1068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1068+STABILITY: POSITION/ELEVATION WELL
 SW1068
 SW1068  HISTORY     - Date     Condition        Report By
 SW1068  HISTORY     - UNK      MONUMENTED
 SW1068  HISTORY     - 19810318 GOOD             NGS
 SW1068
 SW1068                          STATION DESCRIPTION
 SW1068
 SW1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW1068'10.5 MILES (16.9 KM) EAST ALONG US HIGHWAY 2 FROM THE RAILROAD
 SW1068'CROSSING IN DOUGLAS TO A SIDE ROAD LEFT, B-NW, THENCE 0.1 MILE
 SW1068'(0.2 KM) EAST ALONG US HIGHWAY 2 TO THE MARK ON THE LEFT IN A SPOIL
 SW1068'AREA, 50.30 M (165.03 FT) NORTH OF THE CENTER OF THE ROAD, 14.63 M
 SW1068'(48.00 FT) SOUTH OF THE NORTH EDGE OF THE SPOIL AREA, 11.00 M
 SW1068'(36.09 FT) WEST OF THE EAST EDGE OF THE SPOIL AREA, 0.30 M (0.98 FT)
 SW1068'BELOW THE GROUND LEVEL UNDER AN ALUMINUM ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0074 ***********************************************************************
 TQ0074  DESIGNATION -  D 389
 TQ0074  PID         -  TQ0074
 TQ0074  STATE/COUNTY-  WA/OKANOGAN
 TQ0074  USGS QUAD   -  TWISP EAST (1969)
 TQ0074
 TQ0074                         *CURRENT SURVEY CONTROL
 TQ0074  ___________________________________________________________________
 TQ0074* NAD 83(1986)-  48 19 18.     (N)    120 03 24.     (W)     SCALED    
 TQ0074* NAVD 88     -       470.244  (meters)    1542.79   (feet)  ADJUSTED  
 TQ0074  ___________________________________________________________________
 TQ0074  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TQ0074  DYNAMIC HT  -         470.303 (meters)    1542.99  (feet)  COMP
 TQ0074  MODELED GRAV-     980,722.5   (mgal)                       NAVD 88
 TQ0074
 TQ0074  VERT ORDER  -  FIRST     CLASS II
 TQ0074
 TQ0074.The horizontal coordinates were scaled from a topographic map and have
 TQ0074.an estimated accuracy of +/- 6 seconds.
 TQ0074
 TQ0074.The orthometric height was determined by differential leveling
 TQ0074.and adjusted by the National Geodetic Survey in June 1991..
 TQ0074
 TQ0074.The geoid height was determined by GEOID03.
 TQ0074
 TQ0074.The dynamic height is computed by dividing the NAVD 88
 TQ0074.geopotential number by the normal gravity value computed on the
 TQ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0074.degrees latitude (g = 980.6199 gals.).
 TQ0074
 TQ0074.The modeled gravity was interpolated from observed gravity values.
 TQ0074
 TQ0074;                    North         East    Units  Estimated Accuracy
 TQ0074;SPC WA N     -   147,240.      557,590.      MT  (+/- 180 meters Scaled)
 TQ0074
 TQ0074                          SUPERSEDED SURVEY CONTROL
 TQ0074
 TQ0074  NGVD 29 (??/??/92)  469.014  (m)         1538.76   (f) ADJ UNCH    1 2
 TQ0074
 TQ0074.Superseded values are not recommended for survey control.
 TQ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0074.See file dsdata.txt to determine how the superseded data were derived.
 TQ0074
 TQ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU181562(NAD 83)
 TQ0074_MARKER: DB = BENCH MARK DISK
 TQ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0074_SP_SET: CONCRETE POST
 TQ0074_STAMPING: D 389 1959
 TQ0074_MARK LOGO: CGS   
 TQ0074_PROJECTION: RECESSED 3 CENTIMETERS
 TQ0074_MAGNETIC: N = NO MAGNETIC MATERIAL
 TQ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0074+STABILITY: SURFACE MOTION
 TQ0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TQ0074+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 TQ0074
 TQ0074  HISTORY     - Date     Condition        Report By
 TQ0074  HISTORY     - 1959     MONUMENTED       CGS
 TQ0074  HISTORY     - 1982     GOOD             NGS
 TQ0074  HISTORY     - 19920827 GOOD             NGS
 TQ0074
 TQ0074                          STATION DESCRIPTION
 TQ0074
 TQ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TQ0074'4.45 MI SE FROM TWISP.
 TQ0074'4.45 MILES SOUTHEAST ALONG STATE HIGHWAY 153 FROM THE SCHOOL AT TWISP,
 TQ0074'49 FEET WEST OF THE CENTER OF THE T JUNCTION OF A GRAVEL DRIVEWAY
 TQ0074'SOUTHWEST, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 31
 TQ0074'FEET NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 23 FEET NORTHWEST
 TQ0074'OF THE NORTHWEST END OF A GATE, 1.2 FEET NORTHEAST OF A FENCE, 1.3
 TQ0074'FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY,
 TQ0074'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 TQ0074'GROUND.
 TQ0074
 TQ0074                          STATION RECOVERY (1982)
 TQ0074
 TQ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0074'RECOVERED IN GOOD CONDITION. ADD--3.3 KM (2.05 MI) SOUTHEAST OF THE
 TQ0074'JUNCTION OF STATE HIGHWAYS 20 AND 153.
 TQ0074'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 TQ0074'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 TQ0074
 TQ0074                          STATION RECOVERY (1992)
 TQ0074
 TQ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TQ0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0585 ***********************************************************************
 TP0585  DESIGNATION -  D 390
 TP0585  PID         -  TP0585
 TP0585  STATE/COUNTY-  WA/OKANOGAN
 TP0585  USGS QUAD   -  PATEROS (1992)
 TP0585
 TP0585                         *CURRENT SURVEY CONTROL
 TP0585  ___________________________________________________________________
 TP0585* NAD 83(1986)-  48 04 32.     (N)    119 58 53.     (W)     SCALED    
 TP0585* NAVD 88     -       279.676  (meters)     917.57   (feet)  ADJUSTED  
 TP0585  ___________________________________________________________________
 TP0585  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 TP0585  DYNAMIC HT  -         279.709 (meters)     917.68  (feet)  COMP
 TP0585  MODELED GRAV-     980,725.0   (mgal)                       NAVD 88
 TP0585
 TP0585  VERT ORDER  -  SECOND    CLASS 0
 TP0585
 TP0585.The horizontal coordinates were scaled from a topographic map and have
 TP0585.an estimated accuracy of +/- 6 seconds.
 TP0585
 TP0585.The orthometric height was determined by differential leveling
 TP0585.and adjusted by the National Geodetic Survey in June 1991..
 TP0585
 TP0585.The geoid height was determined by GEOID03.
 TP0585
 TP0585.The dynamic height is computed by dividing the NAVD 88
 TP0585.geopotential number by the normal gravity value computed on the
 TP0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0585.degrees latitude (g = 980.6199 gals.).
 TP0585
 TP0585.The modeled gravity was interpolated from observed gravity values.
 TP0585
 TP0585;                    North         East    Units  Estimated Accuracy
 TP0585;SPC WA N     -   119,930.      563,480.      MT  (+/- 180 meters Scaled)
 TP0585
 TP0585                          SUPERSEDED SURVEY CONTROL
 TP0585
 TP0585  NGVD 29 (??/??/92)  278.442  (m)          913.52   (f) ADJ UNCH    2 0
 TP0585
 TP0585.Superseded values are not recommended for survey control.
 TP0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0585.See file dsdata.txt to determine how the superseded data were derived.
 TP0585
 TP0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP779289(NAD 83)
 TP0585_MARKER: DB = BENCH MARK DISK
 TP0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0585_SP_SET: CONCRETE POST
 TP0585_STAMPING: D 390 1959
 TP0585_MARK LOGO: CGS   
 TP0585_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0585+STABILITY: SURFACE MOTION
 TP0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP0585+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 TP0585
 TP0585  HISTORY     - Date     Condition        Report By
 TP0585  HISTORY     - 1959     MONUMENTED       CGS
 TP0585  HISTORY     - 19920827 GOOD             NGS
 TP0585
 TP0585                          STATION DESCRIPTION
 TP0585
 TP0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0585'5.45 MI W FROM PATEROS.
 TP0585'5.45 MILES WEST ALONG STATE HIGHWAY 153 FROM THE JUNCTION OF U.S.
 TP0585'HIGHWAY 97 AT PATEROS, 6.1 MILES SOUTH OF METHOW, AT THE CROSSING OF
 TP0585'THE WEST ONE OF TWO POWER LINES, 59 FEET SOUTH AND ACROSS THE HIGHWAY
 TP0585'FROM MILEPOST 5, 1 POLE NORTHWEST OF A POWER POLE SUPPORTING TWO
 TP0585'TRANSFORMERS, 41 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6
 TP0585'FEET SOUTHWEST OF POWER POLE 165E38 WITH A METER AND A GUY WIRE, 1.0
 TP0585'FOOT NORTHEAST OF A FENCE, 1.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 TP0585'7 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TP0585'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TP0585
 TP0585                          STATION RECOVERY (1992)
 TP0585
 TP0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TP0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0591 ***********************************************************************
 TP0591  DESIGNATION -  D 391
 TP0591  PID         -  TP0591
 TP0591  STATE/COUNTY-  WA/OKANOGAN
 TP0591  USGS QUAD   -  PATEROS (1992)
 TP0591
 TP0591                         *CURRENT SURVEY CONTROL
 TP0591  ___________________________________________________________________
 TP0591* NAD 83(1986)-  48 03 24.     (N)    119 53 44.     (W)     SCALED    
 TP0591* NAVD 88     -       241.692  (meters)     792.95   (feet)  ADJUSTED  
 TP0591  ___________________________________________________________________
 TP0591  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 TP0591  DYNAMIC HT  -         241.725 (meters)     793.06  (feet)  COMP
 TP0591  MODELED GRAV-     980,745.8   (mgal)                       NAVD 88
 TP0591
 TP0591  VERT ORDER  -  SECOND    CLASS 0
 TP0591
 TP0591.The horizontal coordinates were scaled from a topographic map and have
 TP0591.an estimated accuracy of +/- 6 seconds.
 TP0591
 TP0591.The orthometric height was determined by differential leveling
 TP0591.and adjusted by the National Geodetic Survey in June 1991..
 TP0591
 TP0591.The geoid height was determined by GEOID03.
 TP0591
 TP0591.The dynamic height is computed by dividing the NAVD 88
 TP0591.geopotential number by the normal gravity value computed on the
 TP0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0591.degrees latitude (g = 980.6199 gals.).
 TP0591
 TP0591.The modeled gravity was interpolated from observed gravity values.
 TP0591
 TP0591;                    North         East    Units  Estimated Accuracy
 TP0591;SPC WA N     -   117,910.      569,900.      MT  (+/- 180 meters Scaled)
 TP0591
 TP0591                          SUPERSEDED SURVEY CONTROL
 TP0591
 TP0591  NGVD 29 (??/??/92)  240.457  (m)          788.90   (f) ADJ UNCH    2 0
 TP0591
 TP0591.Superseded values are not recommended for survey control.
 TP0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0591.See file dsdata.txt to determine how the superseded data were derived.
 TP0591
 TP0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP842266(NAD 83)
 TP0591_MARKER: DB = BENCH MARK DISK
 TP0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0591_SP_SET: BUILDING
 TP0591_STAMPING: D 391 1959
 TP0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0591
 TP0591  HISTORY     - Date     Condition        Report By
 TP0591  HISTORY     - 1959     MONUMENTED       CGS
 TP0591
 TP0591                          STATION DESCRIPTION
 TP0591
 TP0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0591'0.15 MI NE FROM PATEROS.
 TP0591'0.15 MILE NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TP0591'AT PATEROS, AT THE EAST CORNER OF A LARGE CONCRETE WAREHOUSE, SET
 TP0591'VERTICALLY IN THE SOUTHEAST WALL OF THE CONCRETE BUILDING, 6.1 FEET
 TP0591'NORTHWEST OF THE NORTHWEST RAIL, 0.7 FOOT SOUTHWEST OF THE EAST CORNER
 TP0591'OF THE WAREHOUSE, AND ABOUT 4 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0702 ***********************************************************************
 TP0702  DESIGNATION -  D 393
 TP0702  PID         -  TP0702
 TP0702  STATE/COUNTY-  WA/OKANOGAN
 TP0702  USGS QUAD   -  TIFFANY MOUNTAIN (1989)
 TP0702
 TP0702                         *CURRENT SURVEY CONTROL
 TP0702  ___________________________________________________________________
 TP0702* NAD 83(1986)-  48 43 41.     (N)    119 55 25.     (W)     SCALED    
 TP0702* NAVD 88     -      1945.495  (meters)    6382.84   (feet)  ADJUSTED  
 TP0702  ___________________________________________________________________
 TP0702  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 TP0702  DYNAMIC HT  -        1945.289 (meters)    6382.17  (feet)  COMP
 TP0702  MODELED GRAV-     980,433.4   (mgal)                       NAVD 88
 TP0702
 TP0702  VERT ORDER  -  SECOND    CLASS 0
 TP0702
 TP0702.The horizontal coordinates were scaled from a topographic map and have
 TP0702.an estimated accuracy of +/- 6 seconds.
 TP0702
 TP0702.The orthometric height was determined by differential leveling
 TP0702.and adjusted by the National Geodetic Survey in June 1991..
 TP0702
 TP0702.The geoid height was determined by GEOID03.
 TP0702
 TP0702.The dynamic height is computed by dividing the NAVD 88
 TP0702.geopotential number by the normal gravity value computed on the
 TP0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0702.degrees latitude (g = 980.6199 gals.).
 TP0702
 TP0702.The modeled gravity was interpolated from observed gravity values.
 TP0702
 TP0702;                    North         East    Units  Estimated Accuracy
 TP0702;SPC WA N     -   192,530.      566,930.      MT  (+/- 180 meters Scaled)
 TP0702
 TP0702                          SUPERSEDED SURVEY CONTROL
 TP0702
 TP0702  NGVD 29 (??/??/92) 1943.970  (m)         6377.84   (f) ADJ UNCH    2 0
 TP0702
 TP0702.Superseded values are not recommended for survey control.
 TP0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0702.See file dsdata.txt to determine how the superseded data were derived.
 TP0702
 TP0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ850013(NAD 83)
 TP0702_MARKER: DB = BENCH MARK DISK
 TP0702_SETTING: 66 = SET IN ROCK OUTCROP
 TP0702_SP_SET: GRANITE OUTCROP
 TP0702_STAMPING: D 393 1959
 TP0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0702+STABILITY: POSITION/ELEVATION WELL
 TP0702
 TP0702  HISTORY     - Date     Condition        Report By
 TP0702  HISTORY     - 1959     MONUMENTED       CGS
 TP0702  HISTORY     - 19851218 MARK NOT FOUND   USPSQD
 TP0702
 TP0702                          STATION DESCRIPTION
 TP0702
 TP0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0702'33.65 MI NE FROM WINTHROP.
 TP0702'6.6 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 TP0702'WINTHROP, THENCE 25.5 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE 1.55
 TP0702'MILES NORTH ALONG A GRAVEL ROAD, AT THE CENTER AND ON THE INSIDE OF A
 TP0702'CURVE, IN TOP OF A 6-BY 9-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 2
 TP0702'FEET ABOVE THE GROUND, 12 FEET NORTH-NORTHWEST OF THE CENTER LINE OF
 TP0702'THE ROAD, 6.0 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 1 1/2 FEET
 TP0702'HIGHER THAN THE ROAD.
 TP0702
 TP0702                          STATION RECOVERY (1985)
 TP0702
 TP0702'RECOVERY NOTE BY US POWER SQUADRON 1985 (LAB)
 TP0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0648 ***********************************************************************
 TP0648  DESIGNATION -  D 394
 TP0648  PID         -  TP0648
 TP0648  STATE/COUNTY-  WA/OKANOGAN
 TP0648  USGS QUAD   -  LOOMIS (1982)
 TP0648
 TP0648                         *CURRENT SURVEY CONTROL
 TP0648  ___________________________________________________________________
 TP0648* NAD 83(1986)-  48 50 10.     (N)    119 42 02.     (W)     SCALED    
 TP0648* NAVD 88     -       616.637  (meters)    2023.08   (feet)  ADJUSTED  
 TP0648  ___________________________________________________________________
 TP0648  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 TP0648  DYNAMIC HT  -         616.707 (meters)    2023.31  (feet)  COMP
 TP0648  MODELED GRAV-     980,705.1   (mgal)                       NAVD 88
 TP0648
 TP0648  VERT ORDER  -  SECOND    CLASS 0
 TP0648
 TP0648.The horizontal coordinates were scaled from a topographic map and have
 TP0648.an estimated accuracy of +/- 6 seconds.
 TP0648
 TP0648.The orthometric height was determined by differential leveling
 TP0648.and adjusted by the National Geodetic Survey in June 1991..
 TP0648
 TP0648.The geoid height was determined by GEOID03.
 TP0648
 TP0648.The dynamic height is computed by dividing the NAVD 88
 TP0648.geopotential number by the normal gravity value computed on the
 TP0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0648.degrees latitude (g = 980.6199 gals.).
 TP0648
 TP0648.The modeled gravity was interpolated from observed gravity values.
 TP0648
 TP0648;                    North         East    Units  Estimated Accuracy
 TP0648;SPC WA N     -   204,770.      583,160.      MT  (+/- 180 meters Scaled)
 TP0648
 TP0648                          SUPERSEDED SURVEY CONTROL
 TP0648
 TP0648  NGVD 29 (??/??/92)  615.307  (m)         2018.72   (f) ADJ UNCH    2 0
 TP0648
 TP0648.Superseded values are not recommended for survey control.
 TP0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0648.See file dsdata.txt to determine how the superseded data were derived.
 TP0648
 TP0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ018127(NAD 83)
 TP0648_MARKER: DB = BENCH MARK DISK
 TP0648_SETTING: 66 = SET IN ROCK OUTCROP
 TP0648_SP_SET: GRANITE OUTCROP
 TP0648_STAMPING: D 394 1959
 TP0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0648+STABILITY: POSITION/ELEVATION WELL
 TP0648
 TP0648  HISTORY     - Date     Condition        Report By
 TP0648  HISTORY     - 1959     MONUMENTED       CGS
 TP0648
 TP0648                          STATION DESCRIPTION
 TP0648
 TP0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0648'6.05 MI W FROM LOOMIS.
 TP0648'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0648'LOOMIS, THENCE 3.9 MILES WEST ALONG A GRAVEL ROAD, ON THE OUTSIDE OF A
 TP0648'CURVE, NEAR THE EAST END OF A ROCKY CUT, IN TOP OF A LARGE GRANITE
 TP0648'OUTCROP, 37 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 6.7
 TP0648'FEET NORTH OF A WITNESS POST, AND ABOUT 4 1/2 FEET HIGHER THAN THE
 TP0648'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0754 ***********************************************************************
 TP0754  DESIGNATION -  D 395
 TP0754  PID         -  TP0754
 TP0754  STATE/COUNTY-  WA/OKANOGAN
 TP0754  USGS QUAD   -  ENTERPRISE (1982)
 TP0754
 TP0754                         *CURRENT SURVEY CONTROL
 TP0754  ___________________________________________________________________
 TP0754* NAD 83(1986)-  48 48 58.     (N)    119 36 37.     (W)     SCALED    
 TP0754* NAVD 88     -       441.985  (meters)    1450.08   (feet)  ADJUSTED  
 TP0754  ___________________________________________________________________
 TP0754  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 TP0754  DYNAMIC HT  -         442.034 (meters)    1450.24  (feet)  COMP
 TP0754  MODELED GRAV-     980,709.8   (mgal)                       NAVD 88
 TP0754
 TP0754  VERT ORDER  -  SECOND    CLASS 0
 TP0754
 TP0754.The horizontal coordinates were scaled from a topographic map and have
 TP0754.an estimated accuracy of +/- 6 seconds.
 TP0754
 TP0754.The orthometric height was determined by differential leveling
 TP0754.and adjusted by the National Geodetic Survey in June 1991..
 TP0754
 TP0754.The geoid height was determined by GEOID03.
 TP0754
 TP0754.The dynamic height is computed by dividing the NAVD 88
 TP0754.geopotential number by the normal gravity value computed on the
 TP0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0754.degrees latitude (g = 980.6199 gals.).
 TP0754
 TP0754.The modeled gravity was interpolated from observed gravity values.
 TP0754
 TP0754;                    North         East    Units  Estimated Accuracy
 TP0754;SPC WA N     -   202,640.      589,820.      MT  (+/- 180 meters Scaled)
 TP0754
 TP0754                          SUPERSEDED SURVEY CONTROL
 TP0754
 TP0754  NGVD 29 (??/??/92)  440.655  (m)         1445.72   (f) ADJ UNCH    2 0
 TP0754
 TP0754.Superseded values are not recommended for survey control.
 TP0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0754.See file dsdata.txt to determine how the superseded data were derived.
 TP0754
 TP0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ083103(NAD 83)
 TP0754_MARKER: P = PIPE CAP
 TP0754_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TP0754_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TP0754_STAMPING: D 395 1959
 TP0754_MARK LOGO: CGS   
 TP0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP0754+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1990
 TP0754
 TP0754  HISTORY     - Date     Condition        Report By
 TP0754  HISTORY     - 1959     MONUMENTED       CGS
 TP0754  HISTORY     - 19900320 GOOD             NGS
 TP0754
 TP0754                          STATION DESCRIPTION
 TP0754
 TP0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0754'1.3 MI E FROM LOOMIS.
 TP0754'1.3 MILES EAST ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT LOOMIS,
 TP0754'AT THE MAIN ENTRANCE TO A CEMETERY, 52 FEET SOUTH OF THE CENTER LINE
 TP0754'OF THE ROAD, 24.6 FEET EAST OF BENCH MARK C 395, 33 FEET SOUTHEAST OF
 TP0754'THE EAST END OF A GATE ACROSS THE ENTRANCE ROAD, 35 FEET EAST OF THE
 TP0754'CENTER LINE OF THE ENTRANCE ROAD, 16.4 FEET SOUTH OF A FENCE, ABOUT
 TP0754'LEVEL WITH THE ROAD, A CAP RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 TP0754'PROJECTING 1 1/2 FEET ABOVE THE GROUND.
 TP0754
 TP0754                          STATION RECOVERY (1990)
 TP0754
 TP0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TP0754'THE STATION IS LOCATED ABOUT 64.4 KM (40.0 MI) NORTHEAST OF MAZAMA,
 TP0754'22.5 KM (14.0 MI) NORTHWEST OF TONASKET, 19.3 KM (12.0 MI) SOUTHWEST
 TP0754'OF OROVILLE, 2.1 KM (1.3 MI) EAST OF LOOMIS AND AT THE LOOMIS
 TP0754'CEMETERY.
 TP0754'TO REACH FROM THE US FOREST SERVICE WORK CENTER AT LOOMIS, GO EASTERLY
 TP0754'ON THE SURFACED COUNTY ROAD FOR 2.09 KM (1.30 MI) TO THE MAIN
 TP0754'ENTRANCE TO THE CEMETERY AND THE STATION ON THE RIGHT.
 TP0754'THE MARK IS FASTENED TO THE TOP OF A 3-1/2 IRON PIPE THAT PROJECTS
 TP0754'0.46 M (1.51 FT) ABOVE THE GROUND SURFACE.  IT IS 15.8 M (51.8 FT)
 TP0754'SOUTH OF THE CENTER OF THE SURFACED COUNTY ROAD, 7,5 M EAST OF BENCH
 TP0754'MARK C 395 1959, 5.0 M (16.4 FT) SOUTH OF THE FENCE AND 0.6 M
 TP0754'(2.0 FT) NORTH OF AN EVERGREEN BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1381 ***********************************************************************
 SC1381  DESIGNATION -  D 4 USE 1912
 SC1381  PID         -  SC1381
 SC1381  STATE/COUNTY-  WA/COWLITZ
 SC1381  USGS QUAD   -  KALAMA (1990)
 SC1381
 SC1381                         *CURRENT SURVEY CONTROL
 SC1381  ___________________________________________________________________
 SC1381* NAD 83(1991)-  46 03 06.30364(N)    122 52 09.66725(W)     ADJUSTED  
 SC1381* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC1381  ___________________________________________________________________
 SC1381  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 SC1381  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 SC1381
 SC1381  HORZ ORDER  -  THIRD
 SC1381
 SC1381.The horizontal coordinates were established by classical geodetic methods
 SC1381.and adjusted by the National Geodetic Survey in December 1991..
 SC1381
 SC1381.The orthometric height was scaled from a topographic map.
 SC1381
 SC1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1381
 SC1381.The geoid height was determined by GEOID03.
 SC1381
 SC1381;                    North         East     Units Scale Factor Converg.
 SC1381;SPC WA S     -    82,605.773   316,668.702   MT  0.99995764   -1 43 15.9
 SC1381;SPC WA S     -   271,015.77  1,038,937.23   sFT  0.99995764   -1 43 15.9
 SC1381;SPC OR N     -   267,735.619 2,316,657.156   MT  1.00001357   -1 40 49.1
 SC1381;SPC OR N     -   878,397.70  7,600,581.22   iFT  1.00001357   -1 40 49.1
 SC1381;UTM  10      - 5,099,805.707   510,106.940   MT  0.99960126   +0 05 38.6
 SC1381
 SC1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1381!SPC WA S     -   1.00000293  x   0.99995764  =   0.99996057
 SC1381!SPC OR N     -   1.00000293  x   1.00001357  =   1.00001650
 SC1381!UTM  10      -   1.00000293  x   0.99960126  =   0.99960419
 SC1381
 SC1381:                Primary Azimuth Mark                     Grid Az
 SC1381:SPC WA S     -  D 1                                      214 30 44.6
 SC1381:SPC OR N     -  D 1                                      214 28 17.8
 SC1381:UTM  10      -  D 1                                      212 41 50.1
 SC1381
 SC1381|---------------------------------------------------------------------|
 SC1381| PID    Reference Object                     Distance      Geod. Az  |
 SC1381|                                                           dddmmss.s |
 SC1381| SC1483 D 1                                 APPROX. 1.8 KM 2124728.7 |
 SC1381|---------------------------------------------------------------------|
 SC1381
 SC1381                          SUPERSEDED SURVEY CONTROL
 SC1381
 SC1381  NAD 83(1991)-  46 03 06.30364(N)    122 52 09.66725(W) AD(       ) 3
 SC1381  NAD 83(1986)-  46 03 06.31959(N)    122 52 09.66235(W) AD(       ) 3
 SC1381  NAD 27      -  46 03 06.90937(N)    122 52 05.27274(W) AD(       ) 3
 SC1381
 SC1381.Superseded values are not recommended for survey control.
 SC1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1381.See file dsdata.txt to determine how the superseded data were derived.
 SC1381
 SC1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1010799806(NAD 83)
 SC1381
 SC1381  HISTORY     - Date     Condition        Report By
 SC1381  HISTORY     - 1912     MONUMENTED       CGS
 SC1381  HISTORY     - 1978     SEE DESCRIPTION  NGS
 SC1381
 SC1381                          STATION DESCRIPTION
 SC1381
 SC1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (HEB)
 SC1381'STATION RECOVERED IN GOOD CONDITION.
 SC1381'
 SC1381'OBSERVATIONS TO OTHER STATION ARE LIMITED AT THIS TIME, WITHOUT
 SC1381'THE AID OF A TOWER.
 SC1381'
 SC1381'D-4 IS A CONCRETE AND IRON PIPE MONUMENT 9-1/4 IN X 9-1/2 IN WITH
 SC1381'THE LETTERS AND NUMBER, USE D-4 IMPRESSED IN THE TOP SURFACE ON
 SC1381'SAME.  IT HAS AN 1-1/2 IN I.D. IRON PIPE EXTENDED 3-1/2 IN ABOVE
 SC1381'SURFACE OF MONUMENT.  TOP OF CONCRETE BASE IS 10 IN BELOW GROUND
 SC1381'LEVEL.
 SC1381'
 SC1381'A WITNESS TREE BEARS NORTHWESTERLY 45.75 FEET FROM STATION AND
 SC1381'HAS BEEN BLAZED.  BLAZE IS PAINTED RED AND A 1/4 IN X 2-1/2 IN
 SC1381'P.K. NAIL IS SET IN BLAZE.  WITNESS TREE IS A 22 IN DIAMETER
 SC1381'WILLOW.
 SC1381'
 SC1381'A WITNESS TREE ALSO BEARS SOUTHWESTERLY 32.70 FEET FROM STATION
 SC1381'AND HAS BEEN BLAZED, BLAZE IS PAINTED RED AND A 1/4 IN X 2-1/2 IN
 SC1381'P.K. NAIL IS SET IN BLAZE.  A NATIONAL GEODETIC SURVEY WITNESS
 SC1381'POST MARKER IS NAILED TO THIS WITNESS TREE.  WITNESS TREE IS A
 SC1381'14 IN DIAMETER WILLOW.
 SC1381'
 SC1381'D-4 IS LOCATED ABOUT 2.7 MILES NORTH OF KALAMA AND ABOUT 500 M
 SC1381'WEST OF THE RAILROAD TRACKS, EAST OF A TIDEWATER INLET.  A FENCE
 SC1381'LINE MAY BE FOLLOWED TO THE AREA OF THE STATION.  FOLLOW BARBED
 SC1381'WIRE FENCE TO MOST WESTERLY POINT TO INTERSECTION OF N AND S FENCE
 SC1381'LINE ABOUT 150 EAST OF TIDE WATER INLET TURN AND RUN SOUTHERLY
 SC1381'AND FOLLOW N AND S FENCE LINE ABOUT 80 PACES TO A 31 IN DIAMETER
 SC1381'ASH TREE WITH A 5 IN X 5 IN (X) CUT IN TREE, CROSS FENCE AND
 SC1381'RUN SOUTHWESTERLY 72 FEET TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0116 ***********************************************************************
 SA0116  DESIGNATION -  D 40
 SA0116  PID         -  SA0116
 SA0116  STATE/COUNTY-  WA/WALLA WALLA
 SA0116  USGS QUAD   -  BUROKER (1966)
 SA0116
 SA0116                         *CURRENT SURVEY CONTROL
 SA0116  ___________________________________________________________________
 SA0116* NAD 83(1986)-  46 06 10.     (N)    118 14 32.     (W)     SCALED    
 SA0116* NAVD 88     -       396.163  (meters)    1299.74   (feet)  ADJUSTED  
 SA0116  ___________________________________________________________________
 SA0116  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SA0116  DYNAMIC HT  -         396.143 (meters)    1299.68  (feet)  COMP
 SA0116  MODELED GRAV-     980,553.5   (mgal)                       NAVD 88
 SA0116
 SA0116  VERT ORDER  -  FIRST     CLASS I
 SA0116
 SA0116.The horizontal coordinates were scaled from a topographic map and have
 SA0116.an estimated accuracy of +/- 6 seconds.
 SA0116
 SA0116.The orthometric height was determined by differential leveling
 SA0116.and adjusted by the National Geodetic Survey in June 1991..
 SA0116
 SA0116.The geoid height was determined by GEOID03.
 SA0116
 SA0116.The dynamic height is computed by dividing the NAVD 88
 SA0116.geopotential number by the normal gravity value computed on the
 SA0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0116.degrees latitude (g = 980.6199 gals.).
 SA0116
 SA0116.The modeled gravity was interpolated from observed gravity values.
 SA0116
 SA0116;                    North         East    Units  Estimated Accuracy
 SA0116;SPC WA S     -    88,020.      674,540.      MT  (+/- 180 meters Scaled)
 SA0116
 SA0116                          SUPERSEDED SURVEY CONTROL
 SA0116
 SA0116  NGVD 29 (??/??/92)  395.158  (m)         1296.45   (f) ADJ UNCH    1 1
 SA0116
 SA0116.Superseded values are not recommended for survey control.
 SA0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0116.See file dsdata.txt to determine how the superseded data were derived.
 SA0116
 SA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM039062(NAD 83)
 SA0116_MARKER: DB = BENCH MARK DISK
 SA0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0116_STAMPING: D 40 1933
 SA0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0116+STABILITY: SURFACE MOTION
 SA0116
 SA0116  HISTORY     - Date     Condition        Report By
 SA0116  HISTORY     - 1933     MONUMENTED       CGS
 SA0116  HISTORY     - 1968     POOR             NGS
 SA0116  HISTORY     - 1982     MARK NOT FOUND   NGS
 SA0116
 SA0116                          STATION DESCRIPTION
 SA0116
 SA0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0116'5.85 MI NE FROM WALLA WALLA.
 SA0116'5.85 MILES NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 SA0116'WALLA WALLA, 4.85 MILES SOUTHWEST OF DIXIE, IN R37E T7N, SECTION 7,
 SA0116'0.1 MILE SOUTHWEST OF MILEPOST 343, AT THE JUNCTION OF A COUNTY ROAD
 SA0116'SOUTH, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 SA0116'ROADWAY, 75 FEET SOUTHWEST OF POWER POLE 070660 1287, 46 1/2 FEET
 SA0116'NORTHEAST OF POWER POLE 129660 1286 36, AND SET IN THE TOP OF A
 SA0116'CONCRETE POST FLUSH WITH THE SURFACE OF THE ROAD.  NOTE-- THIS MARK IS
 SA0116'BEING RUN OVER BY TRAFFIC.
 SA0116
 SA0116                          STATION RECOVERY (1982)
 SA0116
 SA0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0481 ***********************************************************************
 SA0481  DESIGNATION -  D 402
 SA0481  PID         -  SA0481
 SA0481  STATE/COUNTY-  WA/FRANKLIN
 SA0481  USGS QUAD   -  LEVEY SW (1991)
 SA0481
 SA0481                         *CURRENT SURVEY CONTROL
 SA0481  ___________________________________________________________________
 SA0481* NAD 83(1986)-  46 15 01.     (N)    118 52 48.     (W)     SCALED    
 SA0481* NAVD 88     -       139.089  (meters)     456.33   (feet)  ADJUSTED  
 SA0481  ___________________________________________________________________
 SA0481  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SA0481  DYNAMIC HT  -         139.090 (meters)     456.33  (feet)  COMP
 SA0481  MODELED GRAV-     980,623.0   (mgal)                       NAVD 88
 SA0481
 SA0481  VERT ORDER  -  SECOND    CLASS 0
 SA0481
 SA0481.The horizontal coordinates were scaled from a topographic map and have
 SA0481.an estimated accuracy of +/- 6 seconds.
 SA0481
 SA0481.The orthometric height was determined by differential leveling
 SA0481.and adjusted by the National Geodetic Survey in June 1991..
 SA0481
 SA0481.The geoid height was determined by GEOID03.
 SA0481
 SA0481.The dynamic height is computed by dividing the NAVD 88
 SA0481.geopotential number by the normal gravity value computed on the
 SA0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0481.degrees latitude (g = 980.6199 gals.).
 SA0481
 SA0481.The modeled gravity was interpolated from observed gravity values.
 SA0481
 SA0481;                    North         East    Units  Estimated Accuracy
 SA0481;SPC WA S     -   103,200.      624,910.      MT  (+/- 180 meters Scaled)
 SA0481
 SA0481                          SUPERSEDED SURVEY CONTROL
 SA0481
 SA0481  NGVD 29 (??/??/92)  138.063  (m)          452.96   (f) ADJ UNCH    2 0
 SA0481
 SA0481.Superseded values are not recommended for survey control.
 SA0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0481.See file dsdata.txt to determine how the superseded data were derived.
 SA0481
 SA0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM550235(NAD 83)
 SA0481_MARKER: DB = BENCH MARK DISK
 SA0481_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 SA0481_SP_SET: DRILL HOLE IN DECK OF DAM
 SA0481_STAMPING: D 402 1961
 SA0481_MARK LOGO: CGS   
 SA0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0481+STABILITY: POSITION/ELEVATION WELL
 SA0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA0481+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1989
 SA0481
 SA0481  HISTORY     - Date     Condition        Report By
 SA0481  HISTORY     - 1961     MONUMENTED       CGS
 SA0481  HISTORY     - 19891116 GOOD             NGS
 SA0481  HISTORY     - 20051120 GOOD             GEOCAC
 SA0481
 SA0481                          STATION DESCRIPTION
 SA0481
 SA0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0481'IN ICE HARBOR DAM.
 SA0481'AT ICE HARBOR DAM, IN THE TOP OF THE CONCRETE FLOOR OF THE WALK ACROSS
 SA0481'TOP OF DAM, AT THE NORTHWEST CRANE RAIL STOP, 12 FEET WEST OF THE
 SA0481'CENTER OF THE FLOOR, 0.6 FOOT NORTH OF THE NORTH SIDE OF THE NORTH
 SA0481'RAIL STOP OF THE WEST RAIL, 4.6 FEET EAST OF THE WEST GUARDRAIL, AND
 SA0481'LEVEL WITH THE FLOOR.
 SA0481
 SA0481                          STATION RECOVERY (1989)
 SA0481
 SA0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SA0481'THE STATION IS LOCATED ABOUT 45.1 KM (28.0 MI) WEST OF PRESCOTT, 38.6
 SA0481'KM (24.0 MI) SOUTH-SOUTHEAST OF MESA, 29.0 KM (18.0 MI) NORTHWEST OF
 SA0481'TOUCHET, 16.1 KM (10.0 MI) EAST OF PASCO AND AT THE ICE HARBOR DAM
 SA0481'OPERATED BY THE US ARMY CORPS OF ENGINEERS.
 SA0481'TO REACH FROM THE JUNCTION OF US HIGHWAY 12 AND STATE ROUTE 124 SOUTH
 SA0481'OF PASCO, GO EAST ON STATE ROUTE 124 FOR 8.53 KM (5.30 MI) TO A SIDE
 SA0481'ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON THE SURFACED ROAD FOR 3.86
 SA0481'KM (2.40 MI) TO A SIDE ROAD RIGHT AND SIGN, PROJECT OFFICE.  TURN
 SA0481'RIGHT AND GO EASTERLY FOR 0.48 KM (0.30 MI) TO THE SOUTH END OF THE
 SA0481'DAM.  TURN LEFT AND GO NORTH ACROSS THE DAM FOR 0.64 KM (0.40 MI) TO
 SA0481'A GATE AND THE STATION ON THE LEFT.
 SA0481'THE MARK IS SET IN A DRILL HOLE IN THE DECK OF THE DAM.  IT IS AT THE
 SA0481'NORTHWEST CRANE RAIL STOP, 3.7 M (12.1 FT) WEST OF THE CENTER OF THE
 SA0481'DAM, 1.4 M (4.6 FT) EAST OF THE WEST GUARD RAIL, 0.2 M (0.7 FT) NORTH
 SA0481'OF THE NORTH SIDE OF THE RAIL STOP FOR THE WEST RAIL.
 SA0481
 SA0481                          STATION RECOVERY (2005)
 SA0481
 SA0481'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA0481'GOOD CONDITION. STATION FOUND AS PREVIOUSLY DESCRIBED. SECURITY
 SA0481'ENHANCEMENTS REQUIRE ACCESS COORDINATION THROUGH CORPS OF ENGINEERS US
 SA0481'ARMY WALLA WALLA DISTRICT AT PHONE NUMBER 509-527-7700.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0747 ***********************************************************************
 SW0747  DESIGNATION -  D 402
 SW0747  PID         -  SW0747
 SW0747  STATE/COUNTY-  WA/GRANT
 SW0747  USGS QUAD   -  QUINCY (1966)
 SW0747
 SW0747                         *CURRENT SURVEY CONTROL
 SW0747  ___________________________________________________________________
 SW0747* NAD 83(1986)-  47 09 39.     (N)    119 47 22.     (W)     SCALED    
 SW0747* NAVD 88     -       374.22   (+/-2cm)    1227.8    (feet)  VERTCON   
 SW0747  ___________________________________________________________________
 SW0747  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 SW0747
 SW0747  VERT ORDER  -  ? (See Below)
 SW0747
 SW0747.The horizontal coordinates were scaled from a topographic map and have
 SW0747.an estimated accuracy of +/- 6 seconds.
 SW0747
 SW0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0747.The vertical order pertains to the NGVD 29 superseded value.
 SW0747
 SW0747.The geoid height was determined by GEOID03.
 SW0747
 SW0747;                    North         East    Units  Estimated Accuracy
 SW0747;SPC WA S     -   203,380.      553,880.      MT  (+/- 180 meters Scaled)
 SW0747
 SW0747                          SUPERSEDED SURVEY CONTROL
 SW0747
 SW0747  NGVD 29 (??/??/92)  373.089  (m)         1224.04   (f) ADJ UNCH    ?  
 SW0747
 SW0747.Superseded values are not recommended for survey control.
 SW0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0747.See file dsdata.txt to determine how the superseded data were derived.
 SW0747
 SW0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN885268(NAD 83)
 SW0747_MARKER: N = NAIL
 SW0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0747+STABILITY: SURFACE MOTION
 SW0747
 SW0747  HISTORY     - Date     Condition        Report By
 SW0747  HISTORY     - UNK      MONUMENTED       BOR
 SW0747  HISTORY     - 1935     GOOD             NGS
 SW0747  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0747
 SW0747                          STATION DESCRIPTION
 SW0747
 SW0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0747'11 MI W FROM MORRISON.
 SW0747'11 MILES WEST ALONG A ROAD FROM MORRISON, GRANT COUNTY, AT SECTION
 SW0747'CORNERS 3, 2, 10, AND 11, T. 19 N., R. 24 E., 40 FEET SOUTH OF THE
 SW0747'ROAD, AND IN A FENCE LINE.  A NAIL DRIVEN IN THE TOP OF A 3- BY 3-INCH
 SW0747'BY 4-FOOT CEDAR POST, SECRIBED D-402.
 SW0747
 SW0747                          STATION RECOVERY (1968)
 SW0747
 SW0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0500 ***********************************************************************
 SA0500  DESIGNATION -  D 403
 SA0500  PID         -  SA0500
 SA0500  STATE/COUNTY-  WA/WALLA WALLA
 SA0500  USGS QUAD   -  SNAKE RIVER (1991)
 SA0500
 SA0500                         *CURRENT SURVEY CONTROL
 SA0500  ___________________________________________________________________
 SA0500* NAD 83(1986)-  46 22 55.     (N)    118 40 26.     (W)     SCALED    
 SA0500* NAVD 88     -       152.491  (meters)     500.30   (feet)  ADJUSTED  
 SA0500  ___________________________________________________________________
 SA0500  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SA0500  DYNAMIC HT  -         152.490 (meters)     500.29  (feet)  COMP
 SA0500  MODELED GRAV-     980,604.0   (mgal)                       NAVD 88
 SA0500
 SA0500  VERT ORDER  -  SECOND    CLASS 0
 SA0500
 SA0500.The horizontal coordinates were scaled from a topographic map and have
 SA0500.an estimated accuracy of +/- 6 seconds.
 SA0500
 SA0500.The orthometric height was determined by differential leveling
 SA0500.and adjusted by the National Geodetic Survey in June 1991..
 SA0500
 SA0500.The geoid height was determined by GEOID03.
 SA0500
 SA0500.The dynamic height is computed by dividing the NAVD 88
 SA0500.geopotential number by the normal gravity value computed on the
 SA0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0500.degrees latitude (g = 980.6199 gals.).
 SA0500
 SA0500.The modeled gravity was interpolated from observed gravity values.
 SA0500
 SA0500;                    North         East    Units  Estimated Accuracy
 SA0500;SPC WA S     -   118,180.      640,460.      MT  (+/- 180 meters Scaled)
 SA0500
 SA0500                          SUPERSEDED SURVEY CONTROL
 SA0500
 SA0500  NGVD 29 (??/??/92)  151.473  (m)          496.96   (f) ADJ UNCH    2 0
 SA0500
 SA0500.Superseded values are not recommended for survey control.
 SA0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0500.See file dsdata.txt to determine how the superseded data were derived.
 SA0500
 SA0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM712378(NAD 83)
 SA0500_MARKER: DB = BENCH MARK DISK
 SA0500_SETTING: 66 = SET IN ROCK OUTCROP
 SA0500_SP_SET: OUTCROP
 SA0500_STAMPING: D 403 1961
 SA0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0500+STABILITY: POSITION/ELEVATION WELL
 SA0500
 SA0500  HISTORY     - Date     Condition        Report By
 SA0500  HISTORY     - 1961     MONUMENTED       CGS
 SA0500
 SA0500                          STATION DESCRIPTION
 SA0500
 SA0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0500'10.1 MI SW FROM SCOTT.
 SA0500'10.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE GRAIN
 SA0500'ELEVATOR AT SCOTT, AT RAILROAD MILEAGE 239.4, SET VERTICALLY IN THE
 SA0500'SOUTHEAST FACE OF A LARGE OUTCROP, 76.7 FEET NORTHWEST OF THE
 SA0500'NORTHWEST RAIL, 1.5 FEET ABOVE THE GROUND, AND ABOUT 6 FEET HIGHER
 SA0500'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0544 ***********************************************************************
 SY0544  DESIGNATION -  D 406 RESET 1974
 SY0544  PID         -  SY0544
 SY0544  STATE/COUNTY-  WA/PIERCE
 SY0544  USGS QUAD   -  TACOMA SOUTH (1994)
 SY0544
 SY0544                         *CURRENT SURVEY CONTROL
 SY0544  ___________________________________________________________________
 SY0544* NAD 83(1986)-  47 14 29.     (N)    122 25 03.     (W)     SCALED    
 SY0544* NAVD 88     -         3.87   (meters)      12.7    (feet)  RESET     
 SY0544  ___________________________________________________________________
 SY0544  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY0544
 SY0544  VERT ORDER  -  THIRD
 SY0544
 SY0544.The horizontal coordinates were scaled from a topographic map and have
 SY0544.an estimated accuracy of +/- 6 seconds.
 SY0544
 SY0544.The orthometric height was computed from unverified reset data.
 SY0544.No vertical observational check was made to the station.
 SY0544
 SY0544.The geoid height was determined by GEOID03.
 SY0544
 SY0544;                    North         East    Units  Estimated Accuracy
 SY0544;SPC WA S     -   213,850.      354,840.      MT  (+/- 180 meters Scaled)
 SY0544
 SY0544                          SUPERSEDED SURVEY CONTROL
 SY0544
 SY0544  NGVD 29 (??/??/??)    2.81   (m)            9.2    (f) RESET       3  
 SY0544
 SY0544.Superseded values are not recommended for survey control.
 SY0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0544.See file dsdata.txt to determine how the superseded data were derived.
 SY0544
 SY0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET440321(NAD 83)
 SY0544_MARKER: DB = BENCH MARK DISK
 SY0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0544_SP_SET: SIDEWALK
 SY0544_STAMPING: D 406 RESET 1974
 SY0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0544+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 SY0544
 SY0544  HISTORY     - Date     Condition        Report By
 SY0544  HISTORY     - 1974     MONUMENTED       NGS
 SY0544  HISTORY     - 1974     GOOD             NGS
 SY0544  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0544  HISTORY     - 20060119 GOOD             WADT
 SY0544
 SY0544                          STATION DESCRIPTION
 SY0544
 SY0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY0544'IN TACOMA.
 SY0544'THE MARK IS ON THE SOUTH SIDE OF PUYALLUP AVENUE, BETWEEN EAST K AND
 SY0544'EAST L STREETS, ABOUT 10 BLOCKS WEST OF THE PUYALLUP RIVER IN THE
 SY0544'EASTERN PART OF TACOMA.  THE DISK IS SET IN THE SIDEWALK AT THE
 SY0544'NORTHWEST CORNER OF A DAIRY QUEEN BUILDING, 65 YARDS WEST OF THE
 SY0544'CENTER OF EAST L STREET, 65 FEET SOUTH OF THE CENTER OF PUYALLUP
 SY0544'AVENUE, 3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 1
 SY0544'FOOT SOUTH OF THE NORTH EDGE AND 1 FOOT EAST OF THE WEST EDGE OF THE
 SY0544'SIDEWALK.
 SY0544
 SY0544                          STATION RECOVERY (1974)
 SY0544
 SY0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY0544'RECOVERED IN GOOD CONDITION.
 SY0544
 SY0544                          STATION RECOVERY (1988)
 SY0544
 SY0544'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0544'MARK NOT FOUND.
 SY0544
 SY0544                          STATION RECOVERY (2006)
 SY0544
 SY0544'RECOVERY NOTE BY WA DEPT OF TRANSP 2006 (BLB)
 SY0544'BUILDING HAS BEEN ENLARGED. MARK IS NOW 1 METER WEST OF DOOR ON WEST
 SY0544'SIDE OF BUILDING, AND 3 METERS SOUTH OF NORTHWEST BUILDING CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0591 ***********************************************************************
 SY0591  DESIGNATION -  D 407
 SY0591  PID         -  SY0591
 SY0591  STATE/COUNTY-  WA/KING
 SY0591  USGS QUAD   -  RENTON (1994)
 SY0591
 SY0591                         *CURRENT SURVEY CONTROL
 SY0591  ___________________________________________________________________
 SY0591* NAD 83(1986)-  47 26 03.     (N)    122 14 54.     (W)     SCALED    
 SY0591* NAVD 88     -         7.752  (meters)      25.43   (feet)  ADJUSTED  
 SY0591  ___________________________________________________________________
 SY0591  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 SY0591  DYNAMIC HT  -           7.753 (meters)      25.44  (feet)  COMP
 SY0591  MODELED GRAV-     980,776.1   (mgal)                       NAVD 88
 SY0591
 SY0591  VERT ORDER  -  FIRST     CLASS II
 SY0591
 SY0591.The horizontal coordinates were scaled from a topographic map and have
 SY0591.an estimated accuracy of +/- 6 seconds.
 SY0591
 SY0591.The orthometric height was determined by differential leveling
 SY0591.and adjusted by the National Geodetic Survey in June 1991..
 SY0591
 SY0591.The geoid height was determined by GEOID03.
 SY0591
 SY0591.The dynamic height is computed by dividing the NAVD 88
 SY0591.geopotential number by the normal gravity value computed on the
 SY0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0591.degrees latitude (g = 980.6199 gals.).
 SY0591
 SY0591.The modeled gravity was interpolated from observed gravity values.
 SY0591
 SY0591;                    North         East    Units  Estimated Accuracy
 SY0591;SPC WA N     -    49,250.      393,260.      MT  (+/- 180 meters Scaled)
 SY0591
 SY0591                          SUPERSEDED SURVEY CONTROL
 SY0591
 SY0591  NGVD 29 (??/??/??)    6.658  (m)           21.84   (f) ADJUSTED    1 2
 SY0591
 SY0591.Superseded values are not recommended for survey control.
 SY0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0591.See file dsdata.txt to determine how the superseded data were derived.
 SY0591
 SY0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET566536(NAD 83)
 SY0591_MARKER: DB = BENCH MARK DISK
 SY0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0591_SP_SET: CULVERT
 SY0591_STAMPING: D 407 1965
 SY0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0591
 SY0591  HISTORY     - Date     Condition        Report By
 SY0591  HISTORY     - 1965     MONUMENTED       CGS
 SY0591  HISTORY     - 1970     MARK NOT FOUND   LOCENG
 SY0591
 SY0591                          STATION DESCRIPTION
 SY0591
 SY0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0591'0.5 MI S FROM ORILLIA.
 SY0591'0.5 MILE SOUTH ALONG STATE HIGHWAY 181 FROM THE INTERSECTION OF S.
 SY0591'180TH STREET AT ORILLIA, IN THE TOP OF THE NORTH END OF THE WEST HEAD
 SY0591'WALL OF A DOUBLE 6- BY 6-FOOT CONCRETE BOX CULVERTS, 19 FEET WEST OF
 SY0591'THE CENTER LINE OF THE HIGHWAY, 49 FEET SOUTHWEST AND ACROSS THE
 SY0591'HIGHWAY FROM POWER POLE S-T 7-97, AND ABOUT LEVEL WITH THE HIGHWAY.
 SY0591'NOTE-- MARKER COVERED BY NEW HIGHWAY CONSTRUCTION.  PAVEMENT IS NOW 25
 SY0591'FT. WEST OF CENTERLINE OF HIGHWAY.
 SY0591
 SY0591                          STATION RECOVERY (1970)
 SY0591
 SY0591'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 SY0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0611 ***********************************************************************
 SY0611  DESIGNATION -  D 408
 SY0611  PID         -  SY0611
 SY0611  STATE/COUNTY-  WA/KING
 SY0611  USGS QUAD   -  RENTON (1994)
 SY0611
 SY0611                         *CURRENT SURVEY CONTROL
 SY0611  ___________________________________________________________________
 SY0611* NAD 83(1986)-  47 27 48.     (N)    122 14 44.     (W)     SCALED    
 SY0611* NAVD 88     -        10.150  (meters)      33.30   (feet)  ADJUSTED  
 SY0611  ___________________________________________________________________
 SY0611  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 SY0611  DYNAMIC HT  -          10.151 (meters)      33.30  (feet)  COMP
 SY0611  MODELED GRAV-     980,779.8   (mgal)                       NAVD 88
 SY0611
 SY0611  VERT ORDER  -  FIRST     CLASS I
 SY0611
 SY0611.The horizontal coordinates were scaled from a topographic map and have
 SY0611.an estimated accuracy of +/- 6 seconds.
 SY0611
 SY0611.The orthometric height was determined by differential leveling
 SY0611.and adjusted by the National Geodetic Survey in June 1991..
 SY0611.WARNING-Repeat measurements at this control monument indicate possible
 SY0611.vertical movement.
 SY0611
 SY0611.The geoid height was determined by GEOID03.
 SY0611
 SY0611.The dynamic height is computed by dividing the NAVD 88
 SY0611.geopotential number by the normal gravity value computed on the
 SY0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0611.degrees latitude (g = 980.6199 gals.).
 SY0611
 SY0611.The modeled gravity was interpolated from observed gravity values.
 SY0611
 SY0611;                    North         East    Units  Estimated Accuracy
 SY0611;SPC WA N     -    52,490.      393,530.      MT  (+/- 180 meters Scaled)
 SY0611
 SY0611                          SUPERSEDED SURVEY CONTROL
 SY0611
 SY0611  NGVD 29 (??/??/??)    9.063  (m)           29.73   (f) ADJUSTED    1 1
 SY0611
 SY0611.Superseded values are not recommended for survey control.
 SY0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0611.See file dsdata.txt to determine how the superseded data were derived.
 SY0611
 SY0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET568569(NAD 83)
 SY0611_MARKER: DB = BENCH MARK DISK
 SY0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0611_SP_SET: PIER
 SY0611_STAMPING: D 408 1965
 SY0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0611
 SY0611  HISTORY     - Date     Condition        Report By
 SY0611  HISTORY     - 1965     MONUMENTED       CGS
 SY0611  HISTORY     - 1973     GOOD             NGS
 SY0611  HISTORY     - 19870712 GOOD             USPSQD
 SY0611  HISTORY     - 1988     GOOD             USPSQD
 SY0611  HISTORY     - 1989     GOOD             USPSQD
 SY0611
 SY0611                          STATION DESCRIPTION
 SY0611
 SY0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0611'1.6 MI N FROM ORILLIA.
 SY0611'1.6 MILES NORTH ALONG STATE HIGHWAY 181 (WEST VALLEY HIGHWAY) FROM THE
 SY0611'JUNCTION OF S. 180TH STREET AT ORILLIA, 3.15 MILES SOUTHWEST OF
 SY0611'RENTON, ABOUT 0.35 MILES WEST OF BENCH MARK SS 249, AT THE INTERSTATE
 SY0611'HIGHWAY 405 OVERPASS, SET VERTICALLY IN THE SOUTH FACE THE SOUTH ONE
 SY0611'OF A ROW OF CONCRETE SUPPORT PIERS BETWEEN HIGHWAY LANES, 18 FEET WEST
 SY0611'OF THE CENTER LINE OF THE EASTERN HIGHWAY LANES OF STATE HIGHWAY 181,
 SY0611'AND ABOUT 3 FEET ABOVE THE HIGHWAY.  1/4, SEC 24, T 23N, R 4E.
 SY0611
 SY0611                          STATION RECOVERY (1987)
 SY0611
 SY0611'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SY0611'RECOVERED IN GOOD CONDITION.
 SY0611
 SY0611                          STATION RECOVERY (1988)
 SY0611
 SY0611'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCS)
 SY0611'RECOVERED IN GOOD CONDITION.
 SY0611
 SY0611                          STATION RECOVERY (1989)
 SY0611
 SY0611'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJS)
 SY0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1135 ***********************************************************************
 SY1135  DESIGNATION -  D 409
 SY1135  PID         -  SY1135
 SY1135  STATE/COUNTY-  WA/JEFFERSON
 SY1135  USGS QUAD   -  MOUNT WALKER (1995)
 SY1135
 SY1135                         *CURRENT SURVEY CONTROL
 SY1135  ___________________________________________________________________
 SY1135* NAD 83(1986)-  47 48 08.     (N)    122 55 08.     (W)     SCALED    
 SY1135* NAVD 88     -        86.627  (meters)     284.21   (feet)  ADJUSTED  
 SY1135  ___________________________________________________________________
 SY1135  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 SY1135  DYNAMIC HT  -          86.645 (meters)     284.27  (feet)  COMP
 SY1135  MODELED GRAV-     980,821.6   (mgal)                       NAVD 88
 SY1135
 SY1135  VERT ORDER  -  FIRST     CLASS I
 SY1135
 SY1135.The horizontal coordinates were scaled from a topographic map and have
 SY1135.an estimated accuracy of +/- 6 seconds.
 SY1135
 SY1135.The orthometric height was determined by differential leveling
 SY1135.and adjusted by the National Geodetic Survey in June 1991..
 SY1135
 SY1135.The geoid height was determined by GEOID03.
 SY1135
 SY1135.The dynamic height is computed by dividing the NAVD 88
 SY1135.geopotential number by the normal gravity value computed on the
 SY1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1135.degrees latitude (g = 980.6199 gals.).
 SY1135
 SY1135.The modeled gravity was interpolated from observed gravity values.
 SY1135
 SY1135;                    North         East    Units  Estimated Accuracy
 SY1135;SPC WA N     -    91,310.      343,800.      MT  (+/- 180 meters Scaled)
 SY1135
 SY1135                          SUPERSEDED SURVEY CONTROL
 SY1135
 SY1135  NGVD 29 (??/??/??)   85.529  (m)          280.61   (f) ADJUSTED    1 1
 SY1135
 SY1135.Superseded values are not recommended for survey control.
 SY1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1135.See file dsdata.txt to determine how the superseded data were derived.
 SY1135
 SY1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET060943(NAD 83)
 SY1135_MARKER: DB = BENCH MARK DISK
 SY1135_SETTING: 66 = SET IN ROCK OUTCROP
 SY1135_SP_SET: OUTCROP
 SY1135_STAMPING: D 409 1965
 SY1135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY1135+STABILITY: POSITION/ELEVATION WELL
 SY1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1135+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2004
 SY1135
 SY1135  HISTORY     - Date     Condition        Report By
 SY1135  HISTORY     - 1965     MONUMENTED       CGS
 SY1135  HISTORY     - 1974     GOOD             NGS
 SY1135  HISTORY     - 1989     GOOD             USPSQD
 SY1135  HISTORY     - 20040905 GOOD             USPSQD
 SY1135
 SY1135                          STATION DESCRIPTION
 SY1135
 SY1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1135'2.7 MI SW FROM QUILCENE.
 SY1135'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 101 FROM QUILCENE HIGH SCHOOL
 SY1135'AT QUILCENE, 0.2 MILE SOUTHWEST OF THE CROSSING OF A STREAM AND
 SY1135'CULVERT, SET VERTICALLY IN THE NORTHWEST FACE OF A LARGE OUTCROP LEDGE
 SY1135'AT THE ENTRANCE TO THE HIDDENDALE TRACTS, 28 FEET EAST OF THE CENTER
 SY1135'LINE OF THE HIGHWAY, 120 FEET SOUTH OF A POWER POLE WHICH IS AT THE
 SY1135'NORTH END OF THE OUTCROP, 120 FEET EAST-SOUTHEAST OF THE CENTER LINE
 SY1135'OF A DIRT ROAD LEADING TO THE TRACTS, ABOUT 2 1/2 FEET HIGHER THAN THE
 SY1135'HIGHWAY, AND 3.5 FEET ABOVE THE GROUND.
 SY1135
 SY1135                          STATION RECOVERY (1974)
 SY1135
 SY1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1135'RECOVERED IN GOOD CONDITION.
 SY1135
 SY1135                          STATION RECOVERY (1989)
 SY1135
 SY1135'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1135'RECOVERED IN GOOD CONDITION.
 SY1135
 SY1135                          STATION RECOVERY (2004)
 SY1135
 SY1135'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 SY1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0059 ***********************************************************************
 SB0059  DESIGNATION -  D 41
 SB0059  PID         -  SB0059
 SB0059  STATE/COUNTY-  WA/YAKIMA
 SB0059  USGS QUAD   -  YAKIMA EAST (1985)
 SB0059
 SB0059                         *CURRENT SURVEY CONTROL
 SB0059  ___________________________________________________________________
 SB0059* NAD 83(1986)-  46 30 14.     (N)    120 28 01.     (W)     SCALED    
 SB0059* NAVD 88     -       282.281  (meters)     926.12   (feet)  ADJUSTED  
 SB0059  ___________________________________________________________________
 SB0059  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SB0059  DYNAMIC HT  -         282.283 (meters)     926.12  (feet)  COMP
 SB0059  MODELED GRAV-     980,616.6   (mgal)                       NAVD 88
 SB0059
 SB0059  VERT ORDER  -  FIRST     CLASS II
 SB0059
 SB0059.The horizontal coordinates were scaled from a topographic map and have
 SB0059.an estimated accuracy of +/- 6 seconds.
 SB0059
 SB0059.The orthometric height was determined by differential leveling
 SB0059.and adjusted by the National Geodetic Survey in June 1991..
 SB0059.WARNING-Repeat measurements at this control monument indicate possible
 SB0059.vertical movement.
 SB0059
 SB0059.The geoid height was determined by GEOID03.
 SB0059
 SB0059.The dynamic height is computed by dividing the NAVD 88
 SB0059.geopotential number by the normal gravity value computed on the
 SB0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0059.degrees latitude (g = 980.6199 gals.).
 SB0059
 SB0059.The modeled gravity was interpolated from observed gravity values.
 SB0059
 SB0059;                    North         East    Units  Estimated Accuracy
 SB0059;SPC WA S     -   130,110.      502,540.      MT  (+/- 180 meters Scaled)
 SB0059
 SB0059                          SUPERSEDED SURVEY CONTROL
 SB0059
 SB0059  NGVD 29 (??/??/92)  281.193  (m)          922.55   (f) ADJ UNCH    1 2
 SB0059
 SB0059.Superseded values are not recommended for survey control.
 SB0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0059.See file dsdata.txt to determine how the superseded data were derived.
 SB0059
 SB0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS943531(NAD 83)
 SB0059_MARKER: DB = BENCH MARK DISK
 SB0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0059_STAMPING: 922.823 D 41 1933
 SB0059_MARK LOGO: CGS   
 SB0059_PROJECTION: PROJECTING 15 CENTIMETERS
 SB0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0059+STABILITY: SURFACE MOTION
 SB0059
 SB0059  HISTORY     - Date     Condition        Report By
 SB0059  HISTORY     - 1933     MONUMENTED       CGS
 SB0059  HISTORY     - 1962     GOOD             NGS
 SB0059  HISTORY     - 1982     GOOD             NGS
 SB0059  HISTORY     - 1989     GOOD             USPSQD
 SB0059
 SB0059                          STATION DESCRIPTION
 SB0059
 SB0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0059'IN PARKER.
 SB0059'AT PARKER, YAKIMA COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 52 FEET
 SB0059'SOUTHEAST OF THE SOUTHWEST CORNER OF THE STATION, 24 FEET SOUTHEAST
 SB0059'ALONG THE TRACK FROM THE TRAIN-ORDER SIGNAL, 98 FEET SOUTHWEST OF THE
 SB0059'CENTERLINE OF THE MAIN TRACK, 30 YARDS EAST OF A SHORT BLACKTOP ROAD,,
 SB0059'WHICH PARALLELS THE HIGHWAY JUNCTIONS, 50 FEET EAST OF THE
 SB0059'NORTHERN-ONE OF A ROW OF GUARDRAIL POST BETWEEN HIGHWAY 3A AND THE
 SB0059'SHORT BLACKTOP ROAD AND 33 FEET SOUTHWEST OF A TELEGRAPH POLE, 1 FOOT
 SB0059'NORTH OF A WHITE WOODEN WITNESS POST, AND 3-1/2 FEET BELOW THE LEVEL
 SB0059'OF THE TRACK.  A STANDARD DISK, STAMPED 922.823 D 41 1933 AND SET IN
 SB0059'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 SB0059
 SB0059                          STATION RECOVERY (1982)
 SB0059
 SB0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0059'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0059'AT PARKER, ON THE NORTHWEST CORNER OF THE INTERSECTION OF THE
 SB0059'BURLINGTON NORTHERN RAILROAD AND SECOND AVENUE, 29.0 METERS (95 FT)
 SB0059'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 74.2 METERS (276
 SB0059'FT) NORTHWEST OF THE AVENUE, 10.0 METERS (33 FT) SOUTH OF THE SECOND
 SB0059'TELEPHONE POLE NORTHWEST OF THE AVENUE, 0.1 METER (0.3 FOOT) SOUTHWEST
 SB0059'OF A FENCE.
 SB0059'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 SB0059'THE MARK IS 0.8 M BELOW THE TRACKS.
 SB0059
 SB0059                          STATION RECOVERY (1989)
 SB0059
 SB0059'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1527 ***********************************************************************
 SY1527  DESIGNATION -  D 410
 SY1527  PID         -  SY1527
 SY1527  STATE/COUNTY-  WA/KITSAP
 SY1527  USGS QUAD   -  POULSBO (1981)
 SY1527
 SY1527                         *CURRENT SURVEY CONTROL
 SY1527  ___________________________________________________________________
 SY1527* NAD 83(1986)-  47 42 26.     (N)    122 42 43.     (W)     SCALED    
 SY1527* NAVD 88     -       107.884  (meters)     353.95   (feet)  POSTED    
 SY1527  ___________________________________________________________________
 SY1527  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 SY1527  DYNAMIC HT  -         107.900 (meters)     354.00  (feet)  COMP
 SY1527  MODELED GRAV-     980,778.7   (mgal)                       NAVD 88
 SY1527
 SY1527  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1527
 SY1527.The horizontal coordinates were scaled from a topographic map and have
 SY1527.an estimated accuracy of +/- 6 seconds.
 SY1527
 SY1527.The orthometric height was determined by differential leveling
 SY1527.and adjusted by the National Geodetic Survey in 1992..
 SY1527.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1527.rate of 0.0 thru 1.0 mm/km.
 SY1527
 SY1527.The geoid height was determined by GEOID03.
 SY1527
 SY1527.The dynamic height is computed by dividing the NAVD 88
 SY1527.geopotential number by the normal gravity value computed on the
 SY1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1527.degrees latitude (g = 980.6199 gals.).
 SY1527
 SY1527.The modeled gravity was interpolated from observed gravity values.
 SY1527
 SY1527;                    North         East    Units  Estimated Accuracy
 SY1527;SPC WA N     -    80,350.      359,040.      MT  (+/- 180 meters Scaled)
 SY1527
 SY1527                          SUPERSEDED SURVEY CONTROL
 SY1527
 SY1527  NGVD 29 (??/??/??)  106.801  (m)          350.40   (f) ADJUSTED    1 2
 SY1527
 SY1527.Superseded values are not recommended for survey control.
 SY1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1527.See file dsdata.txt to determine how the superseded data were derived.
 SY1527
 SY1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET216838(NAD 83)
 SY1527_MARKER: DB = BENCH MARK DISK
 SY1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1527_STAMPING: D 410 1965
 SY1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1527+STABILITY: SURFACE MOTION
 SY1527
 SY1527  HISTORY     - Date     Condition        Report By
 SY1527  HISTORY     - 1965     MONUMENTED       CGS
 SY1527  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 SY1527
 SY1527                          STATION DESCRIPTION
 SY1527
 SY1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1527'AT BANGOR DEPOT.
 SY1527'AT BANGOR NAVAL AMMUNITION DEPOT, 0.45 MILE WEST ALONG MARIANAS
 SY1527'CIRCLE AND BATAAN AVE. FROM THE MAIN GATE, THENCE 0.9 MILE SOUTH AND
 SY1527'WEST ALONG LUZON AVE, AT THE CROSSING OF A RAILROAD TRACK, 18 FEET
 SY1527'NORTHWEST OF THE CENTER LINE OF THE AVENUE, 49.5 FEET NORTHEAST OF
 SY1527'THE NORTHEAST RAIL, 1 1/2 FEET NORTHEAST OF POWER POLE 23-1 BEARING
 SY1527'A METAL FIRE ALARM BOX NO. 214, 1.9 FEET SOUTHWEST OF A WITNESS POST
 SY1527'ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 SY1527'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SY1527
 SY1527                          STATION RECOVERY (1997)
 SY1527
 SY1527'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY1527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1123 ***********************************************************************
 SY1123  DESIGNATION -  D 410 RESET 1977
 SY1123  PID         -  SY1123
 SY1123  STATE/COUNTY-  WA/KITSAP
 SY1123  USGS QUAD   -  POULSBO (1981)
 SY1123
 SY1123                         *CURRENT SURVEY CONTROL
 SY1123  ___________________________________________________________________
 SY1123* NAD 83(1986)-  47 42 26.     (N)    122 42 43.     (W)     SCALED    
 SY1123* NAVD 88     -       109.64   (+/-2cm)     359.7    (feet)  VERTCON   
 SY1123  ___________________________________________________________________
 SY1123  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 SY1123
 SY1123  VERT ORDER  -  THIRD (See Below)
 SY1123
 SY1123.The horizontal coordinates were scaled from a topographic map and have
 SY1123.an estimated accuracy of +/- 6 seconds.
 SY1123
 SY1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1123.The vertical order pertains to the NGVD 29 superseded value.
 SY1123
 SY1123.The geoid height was determined by GEOID03.
 SY1123
 SY1123;                    North         East    Units  Estimated Accuracy
 SY1123;SPC WA N     -    80,350.      359,040.      MT  (+/- 180 meters Scaled)
 SY1123
 SY1123                          SUPERSEDED SURVEY CONTROL
 SY1123
 SY1123  NGVD 29 (??/??/??)  108.56   (m)          356.2    (f) RESET       3  
 SY1123
 SY1123.Superseded values are not recommended for survey control.
 SY1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1123.See file dsdata.txt to determine how the superseded data were derived.
 SY1123
 SY1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET216838(NAD 83)
 SY1123_MARKER: DB = BENCH MARK DISK
 SY1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1123_STAMPING: D 410 RESET 1977
 SY1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1123+STABILITY: SURFACE MOTION
 SY1123
 SY1123  HISTORY     - Date     Condition        Report By
 SY1123  HISTORY     - 1977     MONUMENTED       NGS
 SY1123  HISTORY     - 19970412 GOOD             USPSQD
 SY1123
 SY1123                          STATION DESCRIPTION
 SY1123
 SY1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SY1123'3.5 MI N FROM SILVERDALE.
 SY1123'MARK IS ON THE TRIDENT SUPPORT SITE AT BANGOR ANNEX, 0.15 MILE N.
 SY1123'ALONG LUZON AVE FROM INTERSECTION OF LUZON AVE AND MIDWAY AVE, AT A Y
 SY1123'WHERE THE MAIN ROAD CURVES LEFT AND A SIDE ROAD CONTINUES STRAIGHT
 SY1123'AHEAD.  100 YARDS EAST OF A RAILROAD TRACK, 22 FEET NORTH AND 4 FEET
 SY1123'HIGHER THAN THE CENTER OF THE MAIN ROAD, 16 FEET WEST AND 1 FOOT
 SY1123'HIGHER THAN THE CENTER OF THE SIDE ROAD 18 FEET EAST OF AN 8-INCH TREE
 SY1123'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 SY1123
 SY1123                          STATION RECOVERY (1997)
 SY1123
 SY1123'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1071 ***********************************************************************
 SY1071  DESIGNATION -  D 411
 SY1071  PID         -  SY1071
 SY1071  STATE/COUNTY-  WA/JEFFERSON
 SY1071  USGS QUAD   -  QUILCENE (1953)
 SY1071
 SY1071                         *CURRENT SURVEY CONTROL
 SY1071  ___________________________________________________________________
 SY1071* NAD 83(1986)-  47 49 40.     (N)    122 51 19.     (W)     SCALED    
 SY1071* NAVD 88     -         5.702  (meters)      18.71   (feet)  ADJUSTED  
 SY1071  ___________________________________________________________________
 SY1071  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SY1071  DYNAMIC HT  -           5.704 (meters)      18.71  (feet)  COMP
 SY1071  MODELED GRAV-     980,841.5   (mgal)                       NAVD 88
 SY1071
 SY1071  VERT ORDER  -  FIRST     CLASS II
 SY1071
 SY1071.The horizontal coordinates were scaled from a topographic map and have
 SY1071.an estimated accuracy of +/- 6 seconds.
 SY1071
 SY1071.The orthometric height was determined by differential leveling
 SY1071.and adjusted by the National Geodetic Survey in June 1991..
 SY1071
 SY1071.The geoid height was determined by GEOID03.
 SY1071
 SY1071.The dynamic height is computed by dividing the NAVD 88
 SY1071.geopotential number by the normal gravity value computed on the
 SY1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1071.degrees latitude (g = 980.6199 gals.).
 SY1071
 SY1071.The modeled gravity was interpolated from observed gravity values.
 SY1071
 SY1071;                    North         East    Units  Estimated Accuracy
 SY1071;SPC WA N     -    94,020.      348,630.      MT  (+/- 180 meters Scaled)
 SY1071
 SY1071                          SUPERSEDED SURVEY CONTROL
 SY1071
 SY1071  NGVD 29 (??/??/??)    4.600  (m)           15.09   (f) ADJUSTED    1 2
 SY1071
 SY1071.Superseded values are not recommended for survey control.
 SY1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1071.See file dsdata.txt to determine how the superseded data were derived.
 SY1071
 SY1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET108971(NAD 83)
 SY1071_MARKER: DB = BENCH MARK DISK
 SY1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1071_STAMPING: D 411 1965
 SY1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1071+STABILITY: SURFACE MOTION
 SY1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1071+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 SY1071
 SY1071  HISTORY     - Date     Condition        Report By
 SY1071  HISTORY     - 1965     MONUMENTED       CGS
 SY1071  HISTORY     - 20050726 GOOD             USPSQD
 SY1071
 SY1071                          STATION DESCRIPTION
 SY1071
 SY1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1071'1.45 MI NE FROM QUILCENE.
 SY1071'0.5 MILE NORTH ALONG A ROAD FROM QUILCENE HIGH SCHOOL AT QUILCENE,
 SY1071'THENCE 0.95 MILE EAST ALONG LINDSAYS BEACH ROAD, AT THE T JUNCTION OF
 SY1071'AN ASPHALT ROAD NORTH, AT THE NORTHWEST END OF A CURVE, 21 FEET SOUTH
 SY1071'OF THE CENTER LINE OF THE ROAD, 52 FEET WEST OF THE EXTENDED CENTER
 SY1071'LINE OF THE ROAD NORTH, 1 1/2 FEET WEST OF A POWER POLE WITH A
 SY1071'TRANSFORMER, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 SY1071'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 SY1071'THE GROUND.
 SY1071
 SY1071                          STATION RECOVERY (2005)
 SY1071
 SY1071'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMS)
 SY1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0913 ***********************************************************************
 TR0913  DESIGNATION -  D 412
 TR0913  PID         -  TR0913
 TR0913  STATE/COUNTY-  WA/CLALLAM
 TR0913  USGS QUAD   -  JOYCE (1979)
 TR0913
 TR0913                         *CURRENT SURVEY CONTROL
 TR0913  ___________________________________________________________________
 TR0913* NAD 83(1986)-  48 09 10.     (N)    123 43 56.     (W)     SCALED    
 TR0913* NAVD 88     -        65.082  (meters)     213.52   (feet)  ADJUSTED  
 TR0913  ___________________________________________________________________
 TR0913  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 TR0913  DYNAMIC HT  -          65.100 (meters)     213.58  (feet)  COMP
 TR0913  MODELED GRAV-     980,882.4   (mgal)                       NAVD 88
 TR0913
 TR0913  VERT ORDER  -  FIRST     CLASS I
 TR0913
 TR0913.The horizontal coordinates were scaled from a topographic map and have
 TR0913.an estimated accuracy of +/- 6 seconds.
 TR0913
 TR0913.The orthometric height was determined by differential leveling
 TR0913.and adjusted by the National Geodetic Survey in June 1991..
 TR0913
 TR0913.The geoid height was determined by GEOID03.
 TR0913
 TR0913.The dynamic height is computed by dividing the NAVD 88
 TR0913.geopotential number by the normal gravity value computed on the
 TR0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0913.degrees latitude (g = 980.6199 gals.).
 TR0913
 TR0913.The modeled gravity was interpolated from observed gravity values.
 TR0913
 TR0913;                    North         East    Units  Estimated Accuracy
 TR0913;SPC WA N     -   132,230.      284,370.      MT  (+/- 180 meters Scaled)
 TR0913
 TR0913                          SUPERSEDED SURVEY CONTROL
 TR0913
 TR0913  NGVD 29 (??/??/92)   63.962  (m)          209.85   (f) ADJ UNCH    1 1
 TR0913
 TR0913.Superseded values are not recommended for survey control.
 TR0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0913.See file dsdata.txt to determine how the superseded data were derived.
 TR0913
 TR0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU455335(NAD 83)
 TR0913_MARKER: DB = BENCH MARK DISK
 TR0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0913_SP_SET: FOOTING
 TR0913_STAMPING: D 412 1967
 TR0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0913
 TR0913  HISTORY     - Date     Condition        Report By
 TR0913  HISTORY     - 1967     MONUMENTED       CGS
 TR0913  HISTORY     - 1974     GOOD             NGS
 TR0913  HISTORY     - 1987     GOOD             USPSQD
 TR0913  HISTORY     - 19910716 GOOD             USPSQD
 TR0913
 TR0913                          STATION DESCRIPTION
 TR0913
 TR0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0913'1.5 MI N FROM JOYCE.
 TR0913'ABOUT 1.5 MILES NORTHEAST AND NORTH ALONG CRESCENT BEACH ROAD FROM THE
 TR0913'JUNCTION OF STATE HIGHWAY 112 AT JOYCE, 0.65 MILE SOUTH OF T JUNCTION
 TR0913'WITH ROAD LEADING WEST TO CRESCENT BEACH PARK OFFICE, 0.05 MILE SOUTH
 TR0913'OF THE JUNCTION OF ROAD LEADING WEST, 19 FEET EAST OF THE CENTER LINE
 TR0913'OF ROAD, IN TOP OF THE WEST END OF THE WEST ONE OF TWO CONCRETE
 TR0913'FOOTINGS SUPPORTING A WOODEN SIGN ENTERING AGATE AND CRESCENT BEACH
 TR0913'PARK, THE CONCRETE FOOTING IS 1.7 FEET WIDE BY 3.5 FEET LONG AND
 TR0913'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND AND IS ABOUT LEVEL
 TR0913'WITH THE ROAD.  1/4, SEC 29, 31N, R 8W.
 TR0913
 TR0913                          STATION RECOVERY (1987)
 TR0913
 TR0913'RECOVERY NOTE BY US POWER SQUADRON 1987 (PES)
 TR0913'RECOVERED IN GOOD CONDITION.
 TR0913
 TR0913                          STATION RECOVERY (1991)
 TR0913
 TR0913'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0462 ***********************************************************************
 SB0462  DESIGNATION -  D 42
 SB0462  PID         -  SB0462
 SB0462  STATE/COUNTY-  WA/KLICKITAT
 SB0462  USGS QUAD   -  KUSSHI CREEK (1965)
 SB0462
 SB0462                         *CURRENT SURVEY CONTROL
 SB0462  ___________________________________________________________________
 SB0462* NAD 83(1986)-  46 01 44.     (N)    120 36 41.     (W)     SCALED    
 SB0462* NAVD 88     -       634.147  (meters)    2080.53   (feet)  ADJUSTED  
 SB0462  ___________________________________________________________________
 SB0462  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 SB0462  DYNAMIC HT  -         634.090 (meters)    2080.34  (feet)  COMP
 SB0462  MODELED GRAV-     980,505.0   (mgal)                       NAVD 88
 SB0462
 SB0462  VERT ORDER  -  FIRST     CLASS II
 SB0462
 SB0462.The horizontal coordinates were scaled from a topographic map and have
 SB0462.an estimated accuracy of +/- 6 seconds.
 SB0462
 SB0462.The orthometric height was determined by differential leveling
 SB0462.and adjusted by the National Geodetic Survey in June 1991..
 SB0462.WARNING-Repeat measurements at this control monument indicate possible
 SB0462.vertical movement.
 SB0462
 SB0462.The geoid height was determined by GEOID03.
 SB0462
 SB0462.The dynamic height is computed by dividing the NAVD 88
 SB0462.geopotential number by the normal gravity value computed on the
 SB0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0462.degrees latitude (g = 980.6199 gals.).
 SB0462
 SB0462.The modeled gravity was interpolated from observed gravity values.
 SB0462
 SB0462;                    North         East    Units  Estimated Accuracy
 SB0462;SPC WA S     -    77,320.      491,380.      MT  (+/- 180 meters Scaled)
 SB0462
 SB0462                          SUPERSEDED SURVEY CONTROL
 SB0462
 SB0462  NGVD 29 (??/??/92)  633.127  (m)         2077.18   (f) ADJ UNCH    1 2
 SB0462
 SB0462.Superseded values are not recommended for survey control.
 SB0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0462.See file dsdata.txt to determine how the superseded data were derived.
 SB0462
 SB0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS848000(NAD 83)
 SB0462_MARKER: DB = BENCH MARK DISK
 SB0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0462_STAMPING: 2077.256 D 42 1933
 SB0462_MARK LOGO: CGS   
 SB0462_PROJECTION: PROJECTING 10 CENTIMETERS
 SB0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0462+STABILITY: SURFACE MOTION
 SB0462
 SB0462  HISTORY     - Date     Condition        Report By
 SB0462  HISTORY     - 1933     MONUMENTED       CGS
 SB0462  HISTORY     - 1935     GOOD             NGS
 SB0462  HISTORY     - 1974     GOOD             WAHC
 SB0462  HISTORY     - 1982     GOOD             NGS
 SB0462
 SB0462                          STATION DESCRIPTION
 SB0462
 SB0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SB0462'20.7 MI NE FROM GOLDENDALE.
 SB0462'20.7 MILES NORTHEAST ALONG U.S. HIGHWAY 97 FROM THE COUNTY COURTHOUSE
 SB0462'AT GOLDENDALE, KLICKITAT COUNTY, 4.7 MILES NORTHEAST OF THE SUMMIT AT
 SB0462'SATUS PASS, 2.2 MILES SOUTHWEST OF THE KLICKITAT-YAKIMA COUNTY LINE,
 SB0462'0.6 MILE NORTHEAST OF A WOODEN BRIDGE OVER SATUS CREEK, 0.2 MILE WEST
 SB0462'OF THE EAST END OF AN 0.5 MILE EAST-AND-WEST TANGENT, 125 FEET
 SB0462'NORTHWEST OF THE NORTHWEST CORNER OF AN OLD LOGGING CAMP MESS HALL,
 SB0462'ACROSS THE HIGHWAY FROM A LONG STEEP SLOPING HILL, 32 FEET SOUTH OF
 SB0462'THE CENTERLINE OF THE HIGHWAY, ON A LARGE FLAT, AND 2 FEET LOWER THAN
 SB0462'THE HIGHWAY.  A STANDARD DISK, STAMPED 2077.256 D 42 1933 AND SET IN
 SB0462'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.  NOTE--
 SB0462'MARK 4.2 MILES N.E. OF THE SUMMIT OF SATUS PASS.
 SB0462
 SB0462                          STATION RECOVERY (1974)
 SB0462
 SB0462'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1974
 SB0462'RECOVERED IN GOOD CONDITION.
 SB0462
 SB0462                          STATION RECOVERY (1982)
 SB0462
 SB0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0462'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0462'1.75 KM (1.1 MI) NORTHEAST ALONG BUSINESS ROUTE 97 FROM THE COURTHOUSE
 SB0462'AT GOLDENDALE, THENCE 29.4 KM (18.35 MI) NORTH ALONG US HIGHWAY 97, ON
 SB0462'THE WEST CORNER OF A TRACK ROAD WHICH MEETS THE HIGHWAY, 3.38 KM (2.1
 SB0462'MI) SOUTHWEST OF THE KLICKITAT-YAKIMA COUNTY LINE, 0.9 KM (0.5 MI)
 SB0462'EAST OF THE Y JUNCTION OF WILSON CHARLEY CANYON ROAD, 0.76 KM (0.48
 SB0462'MI) EAST OF MILEPOST 31, 10.2 METER (33.5 FT) SOUTHEAST OF THE HIGHWAY
 SB0462'CENTERLINE, 9.6 METERS (31.5 FT) NORTHWEST OF THE TRACK ROAD.
 SB0462'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 SB0462'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0876 ***********************************************************************
 SC0876  DESIGNATION -  D 421
 SC0876  PID         -  SC0876
 SC0876  STATE/COUNTY-  WA/PACIFIC
 SC0876  USGS QUAD   -  RAYMOND (1994)
 SC0876
 SC0876                         *CURRENT SURVEY CONTROL
 SC0876  ___________________________________________________________________
 SC0876* NAD 83(1986)-  46 44 19.     (N)    123 44 39.     (W)     SCALED    
 SC0876* NAVD 88     -        57.746  (meters)     189.46   (feet)  ADJUSTED  
 SC0876  ___________________________________________________________________
 SC0876  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 SC0876  DYNAMIC HT  -          57.755 (meters)     189.48  (feet)  COMP
 SC0876  MODELED GRAV-     980,775.1   (mgal)                       NAVD 88
 SC0876
 SC0876  VERT ORDER  -  FIRST     CLASS II
 SC0876
 SC0876.The horizontal coordinates were scaled from a topographic map and have
 SC0876.an estimated accuracy of +/- 6 seconds.
 SC0876
 SC0876.The orthometric height was determined by differential leveling
 SC0876.and adjusted by the National Geodetic Survey in June 1991..
 SC0876
 SC0876.The geoid height was determined by GEOID03.
 SC0876
 SC0876.The dynamic height is computed by dividing the NAVD 88
 SC0876.geopotential number by the normal gravity value computed on the
 SC0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0876.degrees latitude (g = 980.6199 gals.).
 SC0876
 SC0876.The modeled gravity was interpolated from observed gravity values.
 SC0876
 SC0876;                    North         East    Units  Estimated Accuracy
 SC0876;SPC WA S     -   161,300.      252,150.      MT  (+/- 180 meters Scaled)
 SC0876
 SC0876                          SUPERSEDED SURVEY CONTROL
 SC0876
 SC0876  NGVD 29 (??/??/92)   56.746  (m)          186.17   (f) ADJ UNCH    1 2
 SC0876
 SC0876.Superseded values are not recommended for survey control.
 SC0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0876.See file dsdata.txt to determine how the superseded data were derived.
 SC0876
 SC0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS431763(NAD 83)
 SC0876_MARKER: DB = BENCH MARK DISK
 SC0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0876_STAMPING: D 421 1968
 SC0876_MARK LOGO: CGS   
 SC0876_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SC0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0876+STABILITY: SURFACE MOTION
 SC0876
 SC0876  HISTORY     - Date     Condition        Report By
 SC0876  HISTORY     - 1968     MONUMENTED       CGS
 SC0876  HISTORY     - 19951130 GOOD             WADT
 SC0876
 SC0876                          STATION DESCRIPTION
 SC0876
 SC0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0876'4.25 MI N FROM RAYMOND.
 SC0876'4.25 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SC0876'RAYMOND, AT THE JUNCTION OF A GRAVELED ROAD EAST, IN R8W T14N, SECTION
 SC0876'36, 64 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET NORTH OF
 SC0876'THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF THE SOUTHEAST STEEL LEG
 SC0876'OF POWER TRANSMISSION LINE STEEL TOWER 19, 1.5 FEET WEST OF A WITNESS
 SC0876'POST, ABOUT 4 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF
 SC0876'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 SC0876
 SC0876                          STATION RECOVERY (1995)
 SC0876
 SC0876'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SC0876'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0837 ***********************************************************************
 SC0837  DESIGNATION -  D 422
 SC0837  PID         -  SC0837
 SC0837  STATE/COUNTY-  WA/PACIFIC
 SC0837  USGS QUAD   -  SOUTH BEND (1994)
 SC0837
 SC0837                         *CURRENT SURVEY CONTROL
 SC0837  ___________________________________________________________________
 SC0837* NAD 83(1986)-  46 41 11.     (N)    123 47 33.     (W)     SCALED    
 SC0837* NAVD 88     -         4.039  (meters)      13.25   (feet)  ADJUSTED  
 SC0837  ___________________________________________________________________
 SC0837  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 SC0837  DYNAMIC HT  -           4.040 (meters)      13.25  (feet)  COMP
 SC0837  MODELED GRAV-     980,785.9   (mgal)                       NAVD 88
 SC0837
 SC0837  VERT ORDER  -  FIRST     CLASS II
 SC0837
 SC0837.The horizontal coordinates were scaled from a topographic map and have
 SC0837.an estimated accuracy of +/- 6 seconds.
 SC0837
 SC0837.The orthometric height was determined by differential leveling
 SC0837.and adjusted by the National Geodetic Survey in June 1991..
 SC0837
 SC0837.The geoid height was determined by GEOID03.
 SC0837
 SC0837.The dynamic height is computed by dividing the NAVD 88
 SC0837.geopotential number by the normal gravity value computed on the
 SC0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0837.degrees latitude (g = 980.6199 gals.).
 SC0837
 SC0837.The modeled gravity was interpolated from observed gravity values.
 SC0837
 SC0837;                    North         East    Units  Estimated Accuracy
 SC0837;SPC WA S     -   155,650.      248,220.      MT  (+/- 180 meters Scaled)
 SC0837
 SC0837                          SUPERSEDED SURVEY CONTROL
 SC0837
 SC0837  NGVD 29 (??/??/92)    3.041  (m)            9.98   (f) ADJ UNCH    1 2
 SC0837
 SC0837.Superseded values are not recommended for survey control.
 SC0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0837.See file dsdata.txt to determine how the superseded data were derived.
 SC0837
 SC0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS393706(NAD 83)
 SC0837_MARKER: DB = BENCH MARK DISK
 SC0837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0837_SP_SET: CULVERT
 SC0837_STAMPING: D 422 1968
 SC0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0837
 SC0837  HISTORY     - Date     Condition        Report By
 SC0837  HISTORY     - 1968     MONUMENTED       CGS
 SC0837
 SC0837                          STATION DESCRIPTION
 SC0837
 SC0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0837'4.0 MI W FROM RAYMOND.
 SC0837'0.65 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SC0837'RAYMOND, THENCE 3.35 MILES WEST ALONG STATE HIGHWAY 105, IN R9W T14N,
 SC0837'SECTION 22, AT THE INTERSECTION OF A NORTHEAST-SOUTHWEST DIRT ROAD, IN
 SC0837'THE TOP AND 0.6 FOOT NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 SC0837'CONCRETE HEAD WALL OF A LARGE CONCRETE BOX CULVERT CULVERT USED AS A
 SC0837'STOCK UNDER CROSSING, 54 FEET SOUTHEAST OF THE CENTER LINE OF THE
 SC0837'ROAD, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2
 SC0837'1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0062 ***********************************************************************
 SD0062  DESIGNATION -  D 423
 SD0062  PID         -  SD0062
 SD0062  STATE/COUNTY-  WA/PACIFIC
 SD0062  USGS QUAD   -  GRAYLAND (1994)
 SD0062
 SD0062                         *CURRENT SURVEY CONTROL
 SD0062  ___________________________________________________________________
 SD0062* NAD 83(1986)-  46 45 28.     (N)    124 04 58.     (W)     SCALED    
 SD0062* NAVD 88     -         6.215  (meters)      20.39   (feet)  ADJUSTED  
 SD0062  ___________________________________________________________________
 SD0062  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SD0062  DYNAMIC HT  -           6.216 (meters)      20.39  (feet)  COMP
 SD0062  MODELED GRAV-     980,739.8   (mgal)                       NAVD 88
 SD0062
 SD0062  VERT ORDER  -  FIRST     CLASS II
 SD0062
 SD0062.The horizontal coordinates were scaled from a topographic map and have
 SD0062.an estimated accuracy of +/- 6 seconds.
 SD0062
 SD0062.The orthometric height was determined by differential leveling
 SD0062.and adjusted by the National Geodetic Survey in June 1991..
 SD0062
 SD0062.The geoid height was determined by GEOID03.
 SD0062
 SD0062.The dynamic height is computed by dividing the NAVD 88
 SD0062.geopotential number by the normal gravity value computed on the
 SD0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0062.degrees latitude (g = 980.6199 gals.).
 SD0062
 SD0062.The modeled gravity was interpolated from observed gravity values.
 SD0062
 SD0062;                    North         East    Units  Estimated Accuracy
 SD0062;SPC WA S     -   164,540.      226,400.      MT  (+/- 180 meters Scaled)
 SD0062
 SD0062                          SUPERSEDED SURVEY CONTROL
 SD0062
 SD0062  NGVD 29 (??/??/92)    5.216  (m)           17.11   (f) ADJ UNCH    1 2
 SD0062
 SD0062.Superseded values are not recommended for survey control.
 SD0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0062.See file dsdata.txt to determine how the superseded data were derived.
 SD0062
 SD0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS173788(NAD 83)
 SD0062_MARKER: DB = BENCH MARK DISK
 SD0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0062_STAMPING: D 423 1968
 SD0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0062+STABILITY: SURFACE MOTION
 SD0062
 SD0062  HISTORY     - Date     Condition        Report By
 SD0062  HISTORY     - 1968     MONUMENTED       CGS
 SD0062
 SD0062                          STATION DESCRIPTION
 SD0062
 SD0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SD0062'3.8 MI S FROM GRAYLAND.
 SD0062'3.8 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 SD0062'GRAYLAND, IN R11W T15N, SECTION 30, AT THE JUNCTION OF JACOBSON ROAD,
 SD0062'20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 71 FEET NORTH OF THE
 SD0062'EXTENDED CENTER LINE OF THE ROAD, 1 FOOT NORTH OF POWER POLE P3-9, 1.0
 SD0062'FOOT WEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY,
 SD0062'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 SD0062'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0055 ***********************************************************************
 SC0055  DESIGNATION -  D 424
 SC0055  PID         -  SC0055
 SC0055  STATE/COUNTY-  WA/LEWIS
 SC0055  USGS QUAD   -  MOSSYROCK (1993)
 SC0055
 SC0055                         *CURRENT SURVEY CONTROL
 SC0055  ___________________________________________________________________
 SC0055* NAD 83(1986)-  46 32 07.     (N)    122 24 18.     (W)     SCALED    
 SC0055* NAVD 88     -       291.471  (meters)     956.27   (feet)  ADJUSTED  
 SC0055  ___________________________________________________________________
 SC0055  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 SC0055  DYNAMIC HT  -         291.489 (meters)     956.33  (feet)  COMP
 SC0055  MODELED GRAV-     980,670.6   (mgal)                       NAVD 88
 SC0055
 SC0055  VERT ORDER  -  SECOND    CLASS 0
 SC0055
 SC0055.The horizontal coordinates were scaled from a topographic map and have
 SC0055.an estimated accuracy of +/- 6 seconds.
 SC0055
 SC0055.The orthometric height was determined by differential leveling
 SC0055.and adjusted by the National Geodetic Survey in June 1991..
 SC0055
 SC0055.The geoid height was determined by GEOID03.
 SC0055
 SC0055.The dynamic height is computed by dividing the NAVD 88
 SC0055.geopotential number by the normal gravity value computed on the
 SC0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0055.degrees latitude (g = 980.6199 gals.).
 SC0055
 SC0055.The modeled gravity was interpolated from observed gravity values.
 SC0055
 SC0055;                    North         East    Units  Estimated Accuracy
 SC0055;SPC WA S     -   135,360.      353,890.      MT  (+/- 180 meters Scaled)
 SC0055
 SC0055                          SUPERSEDED SURVEY CONTROL
 SC0055
 SC0055  NGVD 29 (??/??/92)  290.410  (m)          952.79   (f) ADJ UNCH    2 0
 SC0055
 SC0055.Superseded values are not recommended for survey control.
 SC0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0055.See file dsdata.txt to determine how the superseded data were derived.
 SC0055
 SC0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES456536(NAD 83)
 SC0055_MARKER: DB = BENCH MARK DISK
 SC0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0055_SP_SET: CULVERT
 SC0055_STAMPING: D 424 1968
 SC0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0055
 SC0055  HISTORY     - Date     Condition        Report By
 SC0055  HISTORY     - 1968     MONUMENTED       CGS
 SC0055  HISTORY     - 1984     GOOD             NGS
 SC0055
 SC0055                          STATION DESCRIPTION
 SC0055
 SC0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0055'4.3 MI E FROM MOSSYROCK.
 SC0055'0.2 MILE NORTH ALONG WILLIAMS STREET FROM MOSSYROCK ELEMENTARY SCHOOL
 SC0055'AT MOSSYROCK, THENCE 4.1 MILES EAST ALONG U.S. HIGHWAY 12, IN R3E
 SC0055'T12N, SECTION 11, 0.2 MILE SOUTHEAST OF THE JUNCTION OF A GRAVELED
 SC0055'ROAD NORTH, AT THE SOUTHEAST END OF A LONG CURVE, AT THE SOUTHEAST END
 SC0055'OF A ROCKY CUT, SET VERTICALLY IN THE SOUTHWEST FACE OF AN OUTCROP CUT
 SC0055'BANK, 34 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 128
 SC0055'FEET NORTHWEST OF THE CENTER OF THE NORTHEAST END OF A 48-INCH PIPE
 SC0055'CULVERT, ABOUT LEVEL WITH THE HIGHWAY, AND 2 FEET ABOVE THE GROUND.
 SC0055
 SC0055                          STATION RECOVERY (1984)
 SC0055
 SC0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0098 ***********************************************************************
 SC0098  DESIGNATION -  D 425
 SC0098  PID         -  SC0098
 SC0098  STATE/COUNTY-  WA/LEWIS
 SC0098  USGS QUAD   -  VANSON PEAK (1984)
 SC0098
 SC0098                         *CURRENT SURVEY CONTROL
 SC0098  ___________________________________________________________________
 SC0098* NAD 83(1986)-  46 28 28.     (N)    122 07 44.     (W)     SCALED    
 SC0098* NAVD 88     -       263.622  (meters)     864.90   (feet)  ADJUSTED  
 SC0098  ___________________________________________________________________
 SC0098  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 SC0098  DYNAMIC HT  -         263.625 (meters)     864.91  (feet)  COMP
 SC0098  MODELED GRAV-     980,620.6   (mgal)                       NAVD 88
 SC0098
 SC0098  VERT ORDER  -  SECOND    CLASS 0
 SC0098
 SC0098.The horizontal coordinates were scaled from a topographic map and have
 SC0098.an estimated accuracy of +/- 6 seconds.
 SC0098
 SC0098.The orthometric height was determined by differential leveling
 SC0098.and adjusted by the National Geodetic Survey in June 1991..
 SC0098
 SC0098.The geoid height was determined by GEOID03.
 SC0098
 SC0098.The dynamic height is computed by dividing the NAVD 88
 SC0098.geopotential number by the normal gravity value computed on the
 SC0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0098.degrees latitude (g = 980.6199 gals.).
 SC0098
 SC0098.The modeled gravity was interpolated from observed gravity values.
 SC0098
 SC0098;                    North         East    Units  Estimated Accuracy
 SC0098;SPC WA S     -   128,130.      374,920.      MT  (+/- 180 meters Scaled)
 SC0098
 SC0098                          SUPERSEDED SURVEY CONTROL
 SC0098
 SC0098  NGVD 29 (??/??/92)  262.546  (m)          861.37   (f) ADJ UNCH    2 0
 SC0098
 SC0098.Superseded values are not recommended for survey control.
 SC0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0098.See file dsdata.txt to determine how the superseded data were derived.
 SC0098
 SC0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES668471(NAD 83)
 SC0098_MARKER: DB = BENCH MARK DISK
 SC0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0098_STAMPING: D 425 1968
 SC0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0098+STABILITY: SURFACE MOTION
 SC0098
 SC0098  HISTORY     - Date     Condition        Report By
 SC0098  HISTORY     - 1968     MONUMENTED       CGS
 SC0098  HISTORY     - 1987     GOOD             USPSQD
 SC0098
 SC0098                          STATION DESCRIPTION
 SC0098
 SC0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0098'11.0 MI SE FROM MORTON.
 SC0098'0.45 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF MAIN STREET
 SC0098'AT MORTON, THENCE 5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 12, THENCE
 SC0098'0.15 MILE SOUTH ALONG AN ASPHALT ROAD, THENCE 3.55 MILES SOUTH ALONG A
 SC0098'U.S PLYWOOD LOGGING ROAD, THENCE 1.65 MILES EAST ALONG A GRAVELED
 SC0098'ROAD, IN R5E T12N, SECTION 1, AT A SMALL CLEARING, 37 FEET SOUTH OF
 SC0098'THE CENTER LINE OF THE ROAD, 1.2 FEET WEST OF A WITNESS POST, ABOUT
 SC0098'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SC0098'0.3 FOOT ABOVE THE GROUND.
 SC0098
 SC0098                          STATION RECOVERY (1987)
 SC0098
 SC0098'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SC0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0773 ***********************************************************************
 RC0773  DESIGNATION -  D 426
 RC0773  PID         -  RC0773
 RC0773  STATE/COUNTY-  WA/KLICKITAT
 RC0773  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC0773
 RC0773                         *CURRENT SURVEY CONTROL
 RC0773  ___________________________________________________________________
 RC0773* NAD 83(1986)-  45 41 04.     (N)    120 49 46.     (W)     SCALED    
 RC0773* NAVD 88     -        66.243  (meters)     217.33   (feet)  ADJUSTED  
 RC0773  ___________________________________________________________________
 RC0773  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 RC0773  DYNAMIC HT  -          66.242 (meters)     217.33  (feet)  COMP
 RC0773  MODELED GRAV-     980,594.9   (mgal)                       NAVD 88
 RC0773
 RC0773  VERT ORDER  -  FIRST     CLASS I
 RC0773
 RC0773.The horizontal coordinates were scaled from a topographic map and have
 RC0773.an estimated accuracy of +/- 6 seconds.
 RC0773
 RC0773.The orthometric height was determined by differential leveling
 RC0773.and adjusted by the National Geodetic Survey in June 1991..
 RC0773
 RC0773.The geoid height was determined by GEOID03.
 RC0773
 RC0773.The dynamic height is computed by dividing the NAVD 88
 RC0773.geopotential number by the normal gravity value computed on the
 RC0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0773.degrees latitude (g = 980.6199 gals.).
 RC0773
 RC0773.The modeled gravity was interpolated from observed gravity values.
 RC0773
 RC0773;                    North         East    Units  Estimated Accuracy
 RC0773;SPC WA S     -    39,080.      474,340.      MT  (+/- 180 meters Scaled)
 RC0773
 RC0773                          SUPERSEDED SURVEY CONTROL
 RC0773
 RC0773  NGVD 29 (??/??/92)   65.253  (m)          214.08   (f) ADJ UNCH    1 1
 RC0773
 RC0773.Superseded values are not recommended for survey control.
 RC0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0773.See file dsdata.txt to determine how the superseded data were derived.
 RC0773
 RC0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR690612(NAD 83)
 RC0773_MARKER: DB = BENCH MARK DISK
 RC0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0773_SP_SET: PIER
 RC0773_STAMPING: D 426 1968
 RC0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0773
 RC0773  HISTORY     - Date     Condition        Report By
 RC0773  HISTORY     - 1968     MONUMENTED       CGS
 RC0773
 RC0773                          STATION DESCRIPTION
 RC0773
 RC0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0773'0.85 MI W FROM MARYHILL.
 RC0773'0.85 MILE WEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RC0773'THE STATION AT MARYHILL, IN R16E T2N, SECTION 5, SET VERTICALLY IN THE
 RC0773'SOUTH FACE OF THE WEST ONE OF THREE CONCRETE PIERS OF THE NORTH ROW OF
 RC0773'PIERS OF THE U.S. HIGHWAY OVERPASS, 22 FEET NORTH OF THE NORTH RAIL OF
 RC0773'THE NORTH TRACK, ABOUT 3 FEET HIGHER THAN THE TRACK AND 3 1/2 FEET
 RC0773'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0705 ***********************************************************************
 RC0705  DESIGNATION -  D 427
 RC0705  PID         -  RC0705
 RC0705  STATE/COUNTY-  WA/KLICKITAT
 RC0705  USGS QUAD   -  LUNA GULCH (1983)
 RC0705
 RC0705                         *CURRENT SURVEY CONTROL
 RC0705  ___________________________________________________________________
 RC0705* NAD 83(1986)-  45 45 16.     (N)    120 35 48.     (W)     SCALED    
 RC0705* NAVD 88     -       130.739  (meters)     428.93   (feet)  ADJUSTED  
 RC0705  ___________________________________________________________________
 RC0705  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 RC0705  DYNAMIC HT  -         130.730 (meters)     428.90  (feet)  COMP
 RC0705  MODELED GRAV-     980,549.0   (mgal)                       NAVD 88
 RC0705
 RC0705  VERT ORDER  -  SECOND    CLASS 0
 RC0705
 RC0705.The horizontal coordinates were scaled from a topographic map and have
 RC0705.an estimated accuracy of +/- 6 seconds.
 RC0705
 RC0705.The orthometric height was determined by differential leveling
 RC0705.and adjusted by the National Geodetic Survey in June 1991..
 RC0705
 RC0705.The geoid height was determined by GEOID03.
 RC0705
 RC0705.The dynamic height is computed by dividing the NAVD 88
 RC0705.geopotential number by the normal gravity value computed on the
 RC0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0705.degrees latitude (g = 980.6199 gals.).
 RC0705
 RC0705.The modeled gravity was interpolated from observed gravity values.
 RC0705
 RC0705;                    North         East    Units  Estimated Accuracy
 RC0705;SPC WA S     -    46,810.      492,480.      MT  (+/- 180 meters Scaled)
 RC0705
 RC0705                          SUPERSEDED SURVEY CONTROL
 RC0705
 RC0705  NGVD 29 (??/??/92)  129.742  (m)          425.66   (f) ADJ UNCH    2 0
 RC0705
 RC0705.Superseded values are not recommended for survey control.
 RC0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0705.See file dsdata.txt to determine how the superseded data were derived.
 RC0705
 RC0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR869695(NAD 83)
 RC0705_MARKER: DB = BENCH MARK DISK
 RC0705_SETTING: 66 = SET IN ROCK OUTCROP
 RC0705_SP_SET: ROCK OUTCROP
 RC0705_STAMPING: D 427 1968
 RC0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0705+STABILITY: POSITION/ELEVATION WELL
 RC0705
 RC0705  HISTORY     - Date     Condition        Report By
 RC0705  HISTORY     - 1968     MONUMENTED       CGS
 RC0705
 RC0705                          STATION DESCRIPTION
 RC0705
 RC0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0705'12.3 MI E FROM MARYHILL.
 RC0705'1.4 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPOKANE, PORTLAND AND
 RC0705'SEATTLE RAILWAY STATION AT MARYHILL, THENCE 10.9 MILES EAST ALONG
 RC0705'STATE HIGHWAY 14, IN R18E T3N, SECTION 7, 0.1 MILE WEST OF MILEPOST
 RC0705'113, 1 POWER POLE WEST OF THE T JUNCTION OF FENCES, IN THE TOP OF AN
 RC0705'OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 91 FEET
 RC0705'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12 1/2 FEET SOUTH OF A POWER
 RC0705'POLE, 15.0 FEET SOUTH OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST,
 RC0705'AND ABOUT 14 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0190 ***********************************************************************
 RC0190  DESIGNATION -  D 428
 RC0190  PID         -  RC0190
 RC0190  STATE/COUNTY-  WA/KLICKITAT
 RC0190  USGS QUAD   -  SUNDALE (1971)
 RC0190
 RC0190                         *CURRENT SURVEY CONTROL
 RC0190  ___________________________________________________________________
 RC0190* NAD 83(1986)-  45 44 03.     (N)    120 15 34.     (W)     SCALED    
 RC0190* NAVD 88     -       143.959  (meters)     472.31   (feet)  ADJUSTED  
 RC0190  ___________________________________________________________________
 RC0190  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RC0190  DYNAMIC HT  -         143.957 (meters)     472.30  (feet)  COMP
 RC0190  MODELED GRAV-     980,597.8   (mgal)                       NAVD 88
 RC0190
 RC0190  VERT ORDER  -  SECOND    CLASS 0
 RC0190
 RC0190.The horizontal coordinates were scaled from a topographic map and have
 RC0190.an estimated accuracy of +/- 6 seconds.
 RC0190
 RC0190.The orthometric height was determined by differential leveling
 RC0190.and adjusted by the National Geodetic Survey in June 1991..
 RC0190
 RC0190.The geoid height was determined by GEOID03.
 RC0190
 RC0190.The dynamic height is computed by dividing the NAVD 88
 RC0190.geopotential number by the normal gravity value computed on the
 RC0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0190.degrees latitude (g = 980.6199 gals.).
 RC0190
 RC0190.The modeled gravity was interpolated from observed gravity values.
 RC0190
 RC0190;                    North         East    Units  Estimated Accuracy
 RC0190;SPC WA S     -    44,580.      518,720.      MT  (+/- 180 meters Scaled)
 RC0190
 RC0190                          SUPERSEDED SURVEY CONTROL
 RC0190
 RC0190  NGVD 29 (??/??/92)  142.961  (m)          469.03   (f) ADJ UNCH    2 0
 RC0190
 RC0190.Superseded values are not recommended for survey control.
 RC0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0190.See file dsdata.txt to determine how the superseded data were derived.
 RC0190
 RC0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR132681(NAD 83)
 RC0190_MARKER: DB = BENCH MARK DISK
 RC0190_SETTING: 66 = SET IN ROCK OUTCROP
 RC0190_SP_SET: ROCK OUTCROP
 RC0190_STAMPING: D 428 1968
 RC0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0190+STABILITY: POSITION/ELEVATION WELL
 RC0190
 RC0190  HISTORY     - Date     Condition        Report By
 RC0190  HISTORY     - 1968     MONUMENTED       CGS
 RC0190  HISTORY     - 1989     GOOD             USPSQD
 RC0190  HISTORY     - 20040524 GOOD             USPSQD
 RC0190
 RC0190                          STATION DESCRIPTION
 RC0190
 RC0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0190'2.2 MI W FROM ROOSEVELT.
 RC0190'2.2 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 RC0190'ROOSEVELT, 0.15 MILE EAST OF THE JUNCTION OF A ROAD, 0.1 MILE WEST OF
 RC0190'MILEPOST 131, IN THE TOP OF A LEDGE OF AN OUTCROP WHICH PROJECTS ABOUT
 RC0190'1 FOOT ABOVE THE GROUND, 30 FEET SOUTH OF THE CENTER LINE OF THE
 RC0190'HIGHWAY, 130 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE EAST END
 RC0190'OF A CATTLEGUARD, 0.8 FOOT EAST OF A WITNESS POST, AND ABOUT 1/2 FOOT
 RC0190'HIGHER THAN THE HIGHWAY.
 RC0190
 RC0190                          STATION RECOVERY (1989)
 RC0190
 RC0190'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0190'RECOVERED IN GOOD CONDITION.
 RC0190
 RC0190                          STATION RECOVERY (2004)
 RC0190
 RC0190'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RC0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1105 ***********************************************************************
 RB1105  DESIGNATION -  D 429
 RB1105  PID         -  RB1105
 RB1105  STATE/COUNTY-  WA/BENTON
 RB1105  USGS QUAD   -  WEST OF PATERSON (1993)
 RB1105
 RB1105                         *CURRENT SURVEY CONTROL
 RB1105  ___________________________________________________________________
 RB1105* NAD 83(1986)-  45 52 57.     (N)    119 43 36.     (W)     SCALED    
 RB1105* NAVD 88     -       105.674  (meters)     346.70   (feet)  ADJUSTED  
 RB1105  ___________________________________________________________________
 RB1105  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RB1105  DYNAMIC HT  -         105.674 (meters)     346.70  (feet)  COMP
 RB1105  MODELED GRAV-     980,623.7   (mgal)                       NAVD 88
 RB1105
 RB1105  VERT ORDER  -  SECOND    CLASS 0
 RB1105
 RB1105.The horizontal coordinates were scaled from a topographic map and have
 RB1105.an estimated accuracy of +/- 6 seconds.
 RB1105
 RB1105.The orthometric height was determined by differential leveling
 RB1105.and adjusted by the National Geodetic Survey in June 1991..
 RB1105
 RB1105.The geoid height was determined by GEOID03.
 RB1105
 RB1105.The dynamic height is computed by dividing the NAVD 88
 RB1105.geopotential number by the normal gravity value computed on the
 RB1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1105.degrees latitude (g = 980.6199 gals.).
 RB1105
 RB1105.The modeled gravity was interpolated from observed gravity values.
 RB1105
 RB1105;                    North         East    Units  Estimated Accuracy
 RB1105;SPC WA S     -    61,330.      560,030.      MT  (+/- 180 meters Scaled)
 RB1105
 RB1105                          SUPERSEDED SURVEY CONTROL
 RB1105
 RB1105  NGVD 29 (??/??/92)  104.653  (m)          343.35   (f) ADJ UNCH    2 0
 RB1105
 RB1105.Superseded values are not recommended for survey control.
 RB1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1105.See file dsdata.txt to determine how the superseded data were derived.
 RB1105
 RB1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL884846(NAD 83)
 RB1105_MARKER: DB = BENCH MARK DISK
 RB1105_SETTING: 66 = SET IN ROCK OUTCROP
 RB1105_SP_SET: OUTCROP
 RB1105_STAMPING: D 429 1968
 RB1105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1105+STABILITY: POSITION/ELEVATION WELL
 RB1105
 RB1105  HISTORY     - Date     Condition        Report By
 RB1105  HISTORY     - 1968     MONUMENTED       CGS
 RB1105  HISTORY     - 1989     GOOD             USPSQD
 RB1105
 RB1105                          STATION DESCRIPTION
 RB1105
 RB1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB1105'7.55 MI SW FROM PATERSON.
 RB1105'7.55 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF STATE
 RB1105'HIGHWAY 221 AT PATERSON, 0.1 MILE SOUTHWEST OF MILEPOST 160, AT THE
 RB1105'JUNCTION OF COX ROAD, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1
 RB1105'FOOT ABOVE THE GROUND, 57 FEET NORTHWEST OF THE CENTER LINE OF THE
 RB1105'HIGHWAY, 116 FEET NORTH OF THE CENTER OF THE JUNCTION, 82 FEET SOUTH
 RB1105'OF A POWER POLE, 1.8 FEET NORTH OF A WITNESS POST, AND ABOUT 1 FOOT
 RB1105'LOWER THAN THE HIGHWAY.
 RB1105
 RB1105                          STATION RECOVERY (1989)
 RB1105
 RB1105'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RB1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0783 ***********************************************************************
 RC0783  DESIGNATION -  D 43
 RC0783  PID         -  RC0783
 RC0783  STATE/COUNTY-  WA/KLICKITAT
 RC0783  USGS QUAD   -  WISHRAM (1994)
 RC0783
 RC0783                         *CURRENT SURVEY CONTROL
 RC0783  ___________________________________________________________________
 RC0783* NAD 83(1986)-  45 39 38.     (N)    120 56 24.     (W)     SCALED    
 RC0783* NAVD 88     -        53.771  (meters)     176.41   (feet)  POSTED    
 RC0783  ___________________________________________________________________
 RC0783  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RC0783  DYNAMIC HT  -          53.770 (meters)     176.41  (feet)  COMP
 RC0783  MODELED GRAV-     980,594.7   (mgal)                       NAVD 88
 RC0783
 RC0783  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RC0783
 RC0783.The horizontal coordinates were scaled from a topographic map and have
 RC0783.an estimated accuracy of +/- 6 seconds.
 RC0783
 RC0783.The orthometric height was determined by differential leveling
 RC0783.and adjusted by the National Geodetic Survey in 1992..
 RC0783.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RC0783.rate of 1.1 thru 2.0 mm/km.
 RC0783
 RC0783.The geoid height was determined by GEOID03.
 RC0783
 RC0783.The dynamic height is computed by dividing the NAVD 88
 RC0783.geopotential number by the normal gravity value computed on the
 RC0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0783.degrees latitude (g = 980.6199 gals.).
 RC0783
 RC0783.The modeled gravity was interpolated from observed gravity values.
 RC0783
 RC0783;                    North         East    Units  Estimated Accuracy
 RC0783;SPC WA S     -    36,470.      465,710.      MT  (+/- 180 meters Scaled)
 RC0783
 RC0783                          SUPERSEDED SURVEY CONTROL
 RC0783
 RC0783  NGVD 29 (??/??/92)   52.774  (m)          173.14   (f) ADJ UNCH    1 2
 RC0783
 RC0783.Superseded values are not recommended for survey control.
 RC0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0783.See file dsdata.txt to determine how the superseded data were derived.
 RC0783
 RC0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR604583(NAD 83)
 RC0783_MARKER: DB = BENCH MARK DISK
 RC0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0783_STAMPING: 173.051 D 43 1933
 RC0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0783+STABILITY: SURFACE MOTION
 RC0783
 RC0783  HISTORY     - Date     Condition        Report By
 RC0783  HISTORY     - 1933     MONUMENTED       CGS
 RC0783  HISTORY     - 1935     GOOD             NGS
 RC0783  HISTORY     - 1968     MARK NOT FOUND   NGS
 RC0783
 RC0783                          STATION DESCRIPTION
 RC0783
 RC0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC0783'1.5 MI E FROM WISHRAM.
 RC0783'1.5 MILES EAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RC0783'THE STATION AT WISHRAM, KLICKITAT COUNTY, 0.4 MILE WEST OF MILEPOST
 RC0783'108, ON AN EAST-AND-WEST TANGENT, 32 FEET WEST OF THE WEST END OF AN
 RC0783'EARTH CUT, 25 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, ON A
 RC0783'FLAT, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED 173.051 D 43
 RC0783'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 RC0783'GROUND.
 RC0783
 RC0783                          STATION RECOVERY (1968)
 RC0783
 RC0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0154 ***********************************************************************
 SA0154  DESIGNATION -  D 430
 SA0154  PID         -  SA0154
 SA0154  STATE/COUNTY-  WA/WALLA WALLA
 SA0154  USGS QUAD   -  HUNTSVILLE (1967)
 SA0154
 SA0154                         *CURRENT SURVEY CONTROL
 SA0154  ___________________________________________________________________
 SA0154* NAD 83(1986)-  46 16 41.     (N)    118 07 04.     (W)     SCALED    
 SA0154* NAVD 88     -       402.276  (meters)    1319.80   (feet)  ADJUSTED  
 SA0154  ___________________________________________________________________
 SA0154  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 SA0154  DYNAMIC HT  -         402.255 (meters)    1319.73  (feet)  COMP
 SA0154  MODELED GRAV-     980,552.8   (mgal)                       NAVD 88
 SA0154
 SA0154  VERT ORDER  -  FIRST     CLASS I
 SA0154
 SA0154.The horizontal coordinates were scaled from a topographic map and have
 SA0154.an estimated accuracy of +/- 6 seconds.
 SA0154
 SA0154.The orthometric height was determined by differential leveling
 SA0154.and adjusted by the National Geodetic Survey in June 1991..
 SA0154
 SA0154.The geoid height was determined by GEOID03.
 SA0154
 SA0154.The dynamic height is computed by dividing the NAVD 88
 SA0154.geopotential number by the normal gravity value computed on the
 SA0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0154.degrees latitude (g = 980.6199 gals.).
 SA0154
 SA0154.The modeled gravity was interpolated from observed gravity values.
 SA0154
 SA0154;                    North         East    Units  Estimated Accuracy
 SA0154;SPC WA S     -   107,780.      683,570.      MT  (+/- 180 meters Scaled)
 SA0154
 SA0154                          SUPERSEDED SURVEY CONTROL
 SA0154
 SA0154  NGVD 29 (??/??/92)  401.287  (m)         1316.56   (f) ADJ UNCH    1 1
 SA0154
 SA0154.Superseded values are not recommended for survey control.
 SA0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0154.See file dsdata.txt to determine how the superseded data were derived.
 SA0154
 SA0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM138255(NAD 83)
 SA0154_MARKER: DB = BENCH MARK DISK
 SA0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0154_SP_SET: IRRIGATION SIPHON
 SA0154_STAMPING: D 430 1968
 SA0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0154
 SA0154  HISTORY     - Date     Condition        Report By
 SA0154  HISTORY     - 1968     MONUMENTED       CGS
 SA0154  HISTORY     - 20031122 GOOD             GEOCAC
 SA0154
 SA0154                          STATION DESCRIPTION
 SA0154
 SA0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0154'1.9 MI NE FROM WAITSBURG.
 SA0154'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF STATE
 SA0154'HIGHWAY 124 AT WAITSBURG, 0.1 MILE SOUTHWEST OF WALLA WALLA-COLUMBIA
 SA0154'COUNTY LINE, IN THE TOP AND 0.4 FOOT NORTHEAST OF THE SOUTHWEST END OF
 SA0154'THE SOUTHEAST CONCRETE HEADWALL OF AN IRRIGATION SIPHON UNDER THE
 SA0154'HIGHWAY, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 SA0154'ABOUT LEVEL WITH THE HIGHWAY.
 SA0154
 SA0154                          STATION RECOVERY (2003)
 SA0154
 SA0154'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0265 ***********************************************************************
 SA0265  DESIGNATION -  D 431
 SA0265  PID         -  SA0265
 SA0265  STATE/COUNTY-  WA/WALLA WALLA
 SA0265  USGS QUAD   -  ZANGAR JUNCTION (1991)
 SA0265
 SA0265                         *CURRENT SURVEY CONTROL
 SA0265  ___________________________________________________________________
 SA0265* NAD 83(1986)-  46 04 11.     (N)    118 46 05.     (W)     SCALED    
 SA0265* NAVD 88     -       161.861  (meters)     531.04   (feet)  ADJUSTED  
 SA0265  ___________________________________________________________________
 SA0265  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SA0265  DYNAMIC HT  -         161.860 (meters)     531.04  (feet)  COMP
 SA0265  MODELED GRAV-     980,606.8   (mgal)                       NAVD 88
 SA0265
 SA0265  VERT ORDER  -  FIRST     CLASS I
 SA0265
 SA0265.The horizontal coordinates were scaled from a topographic map and have
 SA0265.an estimated accuracy of +/- 6 seconds.
 SA0265
 SA0265.The orthometric height was determined by differential leveling
 SA0265.and adjusted by the National Geodetic Survey in June 1991..
 SA0265
 SA0265.The geoid height was determined by GEOID03.
 SA0265
 SA0265.The dynamic height is computed by dividing the NAVD 88
 SA0265.geopotential number by the normal gravity value computed on the
 SA0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0265.degrees latitude (g = 980.6199 gals.).
 SA0265
 SA0265.The modeled gravity was interpolated from observed gravity values.
 SA0265
 SA0265;                    North         East    Units  Estimated Accuracy
 SA0265;SPC WA S     -    83,320.      633,980.      MT  (+/- 180 meters Scaled)
 SA0265
 SA0265                          SUPERSEDED SURVEY CONTROL
 SA0265
 SA0265  NGVD 29 (??/??/92)  160.859  (m)          527.75   (f) ADJ UNCH    1 1
 SA0265
 SA0265.Superseded values are not recommended for survey control.
 SA0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0265.See file dsdata.txt to determine how the superseded data were derived.
 SA0265
 SA0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM632033(NAD 83)
 SA0265_MARKER: DB = BENCH MARK DISK
 SA0265_SETTING: 66 = SET IN ROCK OUTCROP
 SA0265_SP_SET: OUTCROP
 SA0265_STAMPING: D 431 1968
 SA0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0265+STABILITY: POSITION/ELEVATION WELL
 SA0265
 SA0265  HISTORY     - Date     Condition        Report By
 SA0265  HISTORY     - 1968     MONUMENTED       CGS
 SA0265  HISTORY     - 1976     GOOD             NGS
 SA0265  HISTORY     - 20031102 GOOD             GEOCAC
 SA0265
 SA0265                          STATION DESCRIPTION
 SA0265
 SA0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0265'7.25 MI E FROM WALLULA JUNCTION.
 SA0265'7.25 MILES EAST ALONG U.S. HIGHWAY 12 FROM THE STATE TRUCK SCALES AT
 SA0265'WALLULA JUNCTION, IN R32E T7N, SECTIONG 23, 0.15 MILE WEST OF THE
 SA0265'JUNCTION OF A DIRT ROAD NORTH, AT THE WEST END OF A SHALLOW CUT, IN
 SA0265'THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 43
 SA0265'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 198 FEET EAST OF THE
 SA0265'JUNCTION OF FENCES, 26.8 FEET SOUTH OF A FENCE, 1.0 FOOT WEST OF A
 SA0265'WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 SA0265
 SA0265                          STATION RECOVERY (1976)
 SA0265
 SA0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SA0265'RECOVERED IN GOOD CONDITION.
 SA0265
 SA0265                          STATION RECOVERY (2003)
 SA0265
 SA0265'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0190 ***********************************************************************
 SA0190  DESIGNATION -  D 432
 SA0190  PID         -  SA0190
 SA0190  STATE/COUNTY-  WA/WALLA WALLA
 SA0190  USGS QUAD   -  COLLEGE PLACE (1978)
 SA0190
 SA0190                         *CURRENT SURVEY CONTROL
 SA0190  ___________________________________________________________________
 SA0190* NAD 83(1986)-  46 04 05.     (N)    118 22 48.     (W)     SCALED    
 SA0190* NAVD 88     -       255.817  (meters)     839.29   (feet)  ADJUSTED  
 SA0190  ___________________________________________________________________
 SA0190  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 SA0190  DYNAMIC HT  -         255.810 (meters)     839.27  (feet)  COMP
 SA0190  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 SA0190
 SA0190  VERT ORDER  -  FIRST     CLASS I
 SA0190
 SA0190.The horizontal coordinates were scaled from a topographic map and have
 SA0190.an estimated accuracy of +/- 6 seconds.
 SA0190
 SA0190.The orthometric height was determined by differential leveling
 SA0190.and adjusted by the National Geodetic Survey in June 1991..
 SA0190
 SA0190.The geoid height was determined by GEOID03.
 SA0190
 SA0190.The dynamic height is computed by dividing the NAVD 88
 SA0190.geopotential number by the normal gravity value computed on the
 SA0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0190.degrees latitude (g = 980.6199 gals.).
 SA0190
 SA0190.The modeled gravity was interpolated from observed gravity values.
 SA0190
 SA0190;                    North         East    Units  Estimated Accuracy
 SA0190;SPC WA S     -    83,870.      663,990.      MT  (+/- 180 meters Scaled)
 SA0190
 SA0190                          SUPERSEDED SURVEY CONTROL
 SA0190
 SA0190  NGVD 29 (??/??/92)  254.82   (m)          836.0    (f) COMPUTED    1 1
 SA0190
 SA0190.Superseded values are not recommended for survey control.
 SA0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0190.See file dsdata.txt to determine how the superseded data were derived.
 SA0190
 SA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM932025(NAD 83)
 SA0190_MARKER: DB = BENCH MARK DISK
 SA0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0190_SP_SET: SIPHON
 SA0190_STAMPING: D 432 1968
 SA0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0190
 SA0190  HISTORY     - Date     Condition        Report By
 SA0190  HISTORY     - 1968     MONUMENTED       CGS
 SA0190  HISTORY     - 20030905 GOOD             GEOCAC
 SA0190
 SA0190                          STATION DESCRIPTION
 SA0190
 SA0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0190'1.7 MI NW FROM WALLA WALLA.
 SA0190'0.55 MILE NORTH ALONG 13TH AVENUE FROM THE UNION PACIFIC RAILROAD
 SA0190'STATION AT WALLA WALLA, THENCE 1.15 MILE WEST ALONG U.S. HIGHWAY 12,
 SA0190'IN R35E T7N, SECTION 24, 0.4 MILE EAST OF THE JUNCTION OF GOSE ROAD,
 SA0190'0.25 MILE WEST OF MILEPOST 335, IN THE TOP AND 0.4 FOOT EAST OF THE
 SA0190'WEST END OF THE NORTH CONCRETE HEADWALL OF A CONCRETE BOX IRRIGATION
 SA0190'SIPHON, 31 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET EAST
 SA0190'OF POWER POLE 42-244260-0736 WITH A TRANSFORMER, AND ABOUT LEVEL WITH
 SA0190'THE HIGHWAY.
 SA0190
 SA0190                          STATION RECOVERY (2003)
 SA0190
 SA0190'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0729 ***********************************************************************
 RC0729  DESIGNATION -  D 433
 RC0729  PID         -  RC0729
 RC0729  STATE/COUNTY-  WA/KLICKITAT
 RC0729  USGS QUAD   -  GOLDENDALE (1983)
 RC0729
 RC0729                         *CURRENT SURVEY CONTROL
 RC0729  ___________________________________________________________________
 RC0729* NAD 83(1986)-  45 51 54.     (N)    120 45 52.     (W)     SCALED    
 RC0729* NAVD 88     -       563.316  (meters)    1848.15   (feet)  ADJUSTED  
 RC0729  ___________________________________________________________________
 RC0729  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 RC0729  DYNAMIC HT  -         563.270 (meters)    1847.99  (feet)  COMP
 RC0729  MODELED GRAV-     980,515.3   (mgal)                       NAVD 88
 RC0729
 RC0729  VERT ORDER  -  FIRST     CLASS I
 RC0729
 RC0729.The horizontal coordinates were scaled from a topographic map and have
 RC0729.an estimated accuracy of +/- 6 seconds.
 RC0729
 RC0729.The orthometric height was determined by differential leveling
 RC0729.and adjusted by the National Geodetic Survey in June 1991..
 RC0729
 RC0729.The geoid height was determined by GEOID03.
 RC0729
 RC0729.The dynamic height is computed by dividing the NAVD 88
 RC0729.geopotential number by the normal gravity value computed on the
 RC0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0729.degrees latitude (g = 980.6199 gals.).
 RC0729
 RC0729.The modeled gravity was interpolated from observed gravity values.
 RC0729
 RC0729;                    North         East    Units  Estimated Accuracy
 RC0729;SPC WA S     -    59,130.      479,470.      MT  (+/- 180 meters Scaled)
 RC0729
 RC0729                          SUPERSEDED SURVEY CONTROL
 RC0729
 RC0729  NGVD 29 (??/??/92)  562.319  (m)         1844.87   (f) ADJ UNCH    1 1
 RC0729
 RC0729.Superseded values are not recommended for survey control.
 RC0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0729.See file dsdata.txt to determine how the superseded data were derived.
 RC0729
 RC0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR735814(NAD 83)
 RC0729_MARKER: DB = BENCH MARK DISK
 RC0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0729_SP_SET: CULVERT
 RC0729_STAMPING: D 433 1968
 RC0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC0729+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 RC0729
 RC0729  HISTORY     - Date     Condition        Report By
 RC0729  HISTORY     - 1968     MONUMENTED       CGS
 RC0729  HISTORY     - 19890905 GOOD             USPSQD
 RC0729  HISTORY     - 20040229 GOOD             USPSQD
 RC0729  HISTORY     - 20060220 GOOD             USPSQD
 RC0729
 RC0729                          STATION DESCRIPTION
 RC0729
 RC0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0729'4.5 MI NE FROM GOLDENDALE.
 RC0729'4.5 MILES NORTHEAST ALONG U.S. HIGHWAY 97 FROM THE COURTHOUSE AT
 RC0729'GOLDENDALE, IN THE TOP AND 0.6 FOOT SOUTHWEST OF THE NORTHEAST END OF
 RC0729'THE NORTHWEST CONCRETE HEAD WALL OF A 5- BY 6-FOOT CONCRETE BOX
 RC0729'CULVERT, 30 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 50
 RC0729'YARDS NORTHEAST OF THE ENTRANCE TO A GRAVEL STOCKPILE, AND ABOUT 3
 RC0729'FEET LOWER THAN THE HIGHWAY.
 RC0729
 RC0729                          STATION RECOVERY (1989)
 RC0729
 RC0729'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 RC0729'RECOVERED IN GOOD CONDITION.
 RC0729
 RC0729                          STATION RECOVERY (2004)
 RC0729
 RC0729'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RC0729'RECOVERED IN GOOD CONDITION.
 RC0729
 RC0729                          STATION RECOVERY (2006)
 RC0729
 RC0729'RECOVERY NOTE BY US POWER SQUADRON 2006 (GDH)
 RC0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1101 ***********************************************************************
 RZ1101  DESIGNATION -  D 434
 RZ1101  PID         -  RZ1101
 RZ1101  STATE/COUNTY-  WA/COLUMBIA
 RZ1101  USGS QUAD   -  TUCANNON (1967)
 RZ1101
 RZ1101                         *CURRENT SURVEY CONTROL
 RZ1101  ___________________________________________________________________
 RZ1101* NAD 83(1986)-  46 24 22.     (N)    117 56 20.     (W)     SCALED    
 RZ1101* NAVD 88     -       537.500  (meters)    1763.45   (feet)  ADJUSTED  
 RZ1101  ___________________________________________________________________
 RZ1101  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 RZ1101  DYNAMIC HT  -         537.472 (meters)    1763.36  (feet)  COMP
 RZ1101  MODELED GRAV-     980,546.6   (mgal)                       NAVD 88
 RZ1101
 RZ1101  VERT ORDER  -  FIRST     CLASS I
 RZ1101
 RZ1101.The horizontal coordinates were scaled from a topographic map and have
 RZ1101.an estimated accuracy of +/- 6 seconds.
 RZ1101
 RZ1101.The orthometric height was determined by differential leveling
 RZ1101.and adjusted by the National Geodetic Survey in June 1991..
 RZ1101
 RZ1101.The geoid height was determined by GEOID03.
 RZ1101
 RZ1101.The dynamic height is computed by dividing the NAVD 88
 RZ1101.geopotential number by the normal gravity value computed on the
 RZ1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1101.degrees latitude (g = 980.6199 gals.).
 RZ1101
 RZ1101.The modeled gravity was interpolated from observed gravity values.
 RZ1101
 RZ1101;                    North         East    Units  Estimated Accuracy
 RZ1101;SPC WA S     -   122,440.      696,890.      MT  (+/- 180 meters Scaled)
 RZ1101
 RZ1101                          SUPERSEDED SURVEY CONTROL
 RZ1101
 RZ1101  NGVD 29 (??/??/92)  536.505  (m)         1760.18   (f) ADJ UNCH    1 1
 RZ1101
 RZ1101.Superseded values are not recommended for survey control.
 RZ1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1101.See file dsdata.txt to determine how the superseded data were derived.
 RZ1101
 RZ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM278395(NAD 83)
 RZ1101_MARKER: DB = BENCH MARK DISK
 RZ1101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1101_SP_SET: CULVERT
 RZ1101_STAMPING: D 434 1968
 RZ1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1101
 RZ1101  HISTORY     - Date     Condition        Report By
 RZ1101  HISTORY     - 1968     MONUMENTED       CGS
 RZ1101
 RZ1101                          STATION DESCRIPTION
 RZ1101
 RZ1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1101'7.1 MI N FROM DAYTON.
 RZ1101'7.1 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT DAYTON,
 RZ1101'IN R39E T11N, SECTION 28. 0.5 MILE NORTH OF MILEPOST 374, IN THE TOP
 RZ1101'OF A LEDGE OF AN OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE
 RZ1101'GROUND, 32 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 148
 RZ1101'FEET NORTHWEST OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A
 RZ1101'CONCRETE BOX CULVERT, 1.7 FEET SOUTHWEST OF A FENCE, 1.6 FEET
 RZ1101'SOUTHEAST OF A WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE
 RZ1101'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1326 ***********************************************************************
 RZ1326  DESIGNATION -  D 435
 RZ1326  PID         -  RZ1326
 RZ1326  STATE/COUNTY-  WA/WHITMAN
 RZ1326  USGS QUAD   -  LA CROSSE WEST (1981)
 RZ1326
 RZ1326                         *CURRENT SURVEY CONTROL
 RZ1326  ___________________________________________________________________
 RZ1326* NAD 83(1986)-  46 45 45.     (N)    117 59 39.     (W)     SCALED    
 RZ1326* NAVD 88     -       383.836  (meters)    1259.30   (feet)  ADJUSTED  
 RZ1326  ___________________________________________________________________
 RZ1326  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 RZ1326  DYNAMIC HT  -         383.842 (meters)    1259.32  (feet)  COMP
 RZ1326  MODELED GRAV-     980,621.1   (mgal)                       NAVD 88
 RZ1326
 RZ1326  VERT ORDER  -  SECOND    CLASS 0
 RZ1326
 RZ1326.The horizontal coordinates were scaled from a topographic map and have
 RZ1326.an estimated accuracy of +/- 6 seconds.
 RZ1326
 RZ1326.The orthometric height was determined by differential leveling
 RZ1326.and adjusted by the National Geodetic Survey in June 1991..
 RZ1326
 RZ1326.The geoid height was determined by GEOID03.
 RZ1326
 RZ1326.The dynamic height is computed by dividing the NAVD 88
 RZ1326.geopotential number by the normal gravity value computed on the
 RZ1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1326.degrees latitude (g = 980.6199 gals.).
 RZ1326
 RZ1326.The modeled gravity was interpolated from observed gravity values.
 RZ1326
 RZ1326;                    North         East    Units  Estimated Accuracy
 RZ1326;SPC WA S     -   161,890.      691,380.      MT  (+/- 180 meters Scaled)
 RZ1326
 RZ1326                          SUPERSEDED SURVEY CONTROL
 RZ1326
 RZ1326  NGVD 29 (??/??/92)  382.825  (m)         1255.98   (f) ADJ UNCH    2 0
 RZ1326
 RZ1326.Superseded values are not recommended for survey control.
 RZ1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1326.See file dsdata.txt to determine how the superseded data were derived.
 RZ1326
 RZ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM240792(NAD 83)
 RZ1326_MARKER: DB = BENCH MARK DISK
 RZ1326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1326_SP_SET: CULVERT
 RZ1326_STAMPING: D 435 1968
 RZ1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1326
 RZ1326  HISTORY     - Date     Condition        Report By
 RZ1326  HISTORY     - 1968     MONUMENTED       CGS
 RZ1326
 RZ1326                          STATION DESCRIPTION
 RZ1326
 RZ1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1326'6.65 MI SW FROM LA CROSSE.
 RZ1326'3.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD AND AN ASPHALT
 RZ1326'ROAD FROM THE STATION AT LA CROSSE, THENCE 3.3 MILES SOUTHWEST ALONG
 RZ1326'STATE HIGHWAY 26, 0.05 MILE SOUTHWEST OF MILEPOST 100, IN THE TOP OF
 RZ1326'THE WEST END OF THE NORTH CONCRETE HEADWALL OF 36-INCH PIPE CULVERT
 RZ1326'6.78 UNDER THE UNION PACIFIC RAILROAD, 49 FEET SOUTH OF THE CENTER
 RZ1326'LINE OF THE HIGHWAY, 31.7 FEET NORTH OF THE NORTH RAIL, 1.5 FEET EAST
 RZ1326'OF THE WEST END OF THE HEAD WALL, AND ABOUT 6 FEET LOWER THAN THE
 RZ1326'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1156 ***********************************************************************
 RZ1156  DESIGNATION -  D 436
 RZ1156  PID         -  RZ1156
 RZ1156  STATE/COUNTY-  WA/COLUMBIA
 RZ1156  USGS QUAD   -  DELANEY (1981)
 RZ1156
 RZ1156                         *CURRENT SURVEY CONTROL
 RZ1156  ___________________________________________________________________
 RZ1156* NAD 83(1986)-  46 30 03.     (N)    117 58 26.     (W)     SCALED    
 RZ1156* NAVD 88     -       279.681  (meters)     917.59   (feet)  ADJUSTED  
 RZ1156  ___________________________________________________________________
 RZ1156  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 RZ1156  DYNAMIC HT  -         279.678 (meters)     917.58  (feet)  COMP
 RZ1156  MODELED GRAV-     980,598.6   (mgal)                       NAVD 88
 RZ1156
 RZ1156  VERT ORDER  -  FIRST     CLASS I
 RZ1156
 RZ1156.The horizontal coordinates were scaled from a topographic map and have
 RZ1156.an estimated accuracy of +/- 6 seconds.
 RZ1156
 RZ1156.The orthometric height was determined by differential leveling
 RZ1156.and adjusted by the National Geodetic Survey in June 1991..
 RZ1156
 RZ1156.The geoid height was determined by GEOID03.
 RZ1156
 RZ1156.The dynamic height is computed by dividing the NAVD 88
 RZ1156.geopotential number by the normal gravity value computed on the
 RZ1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1156.degrees latitude (g = 980.6199 gals.).
 RZ1156
 RZ1156.The modeled gravity was interpolated from observed gravity values.
 RZ1156
 RZ1156;                    North         East    Units  Estimated Accuracy
 RZ1156;SPC WA S     -   132,870.      693,860.      MT  (+/- 180 meters Scaled)
 RZ1156
 RZ1156                          SUPERSEDED SURVEY CONTROL
 RZ1156
 RZ1156  NGVD 29 (??/??/92)  278.718  (m)          914.43   (f) ADJ UNCH    1 1
 RZ1156
 RZ1156.Superseded values are not recommended for survey control.
 RZ1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1156.See file dsdata.txt to determine how the superseded data were derived.
 RZ1156
 RZ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM252501(NAD 83)
 RZ1156_MARKER: DB = BENCH MARK DISK
 RZ1156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1156_SP_SET: CULVERT
 RZ1156_STAMPING: D 436 1968
 RZ1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1156
 RZ1156  HISTORY     - Date     Condition        Report By
 RZ1156  HISTORY     - 1968     MONUMENTED       CGS
 RZ1156
 RZ1156                          STATION DESCRIPTION
 RZ1156
 RZ1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1156'14.05 MI N FROM DAYTON.
 RZ1156'14.05 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT DAYTON,
 RZ1156'IN R39E T12N, SECTION 30, 0.55 MILE NORTHWEST OF MILEPOST 381, AT THE
 RZ1156'JUNCTION OF A ROAD WEST TO A TRAILER COURT, IN THE TOP AND 0.8 FOOT
 RZ1156'SOUTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF AN 18-INCH
 RZ1156'PIPE CULVERT, 27 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 64 FEET
 RZ1156'NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 10 FEET LOWER THAN THE
 RZ1156'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1146 ***********************************************************************
 RZ1146  DESIGNATION -  D 437
 RZ1146  PID         -  RZ1146
 RZ1146  STATE/COUNTY-  WA/GARFIELD
 RZ1146  USGS QUAD   -  POMEROY (1967)
 RZ1146
 RZ1146                         *CURRENT SURVEY CONTROL
 RZ1146  ___________________________________________________________________
 RZ1146* NAD 83(1986)-  46 28 04.     (N)    117 30 21.     (W)     SCALED    
 RZ1146* NAVD 88     -       658.566  (meters)    2160.65   (feet)  ADJUSTED  
 RZ1146  ___________________________________________________________________
 RZ1146  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 RZ1146  DYNAMIC HT  -         658.525 (meters)    2160.51  (feet)  COMP
 RZ1146  MODELED GRAV-     980,530.2   (mgal)                       NAVD 88
 RZ1146
 RZ1146  VERT ORDER  -  FIRST     CLASS I
 RZ1146
 RZ1146.The horizontal coordinates were scaled from a topographic map and have
 RZ1146.an estimated accuracy of +/- 6 seconds.
 RZ1146
 RZ1146.The orthometric height was determined by differential leveling
 RZ1146.and adjusted by the National Geodetic Survey in June 1991..
 RZ1146
 RZ1146.The geoid height was determined by GEOID03.
 RZ1146
 RZ1146.The dynamic height is computed by dividing the NAVD 88
 RZ1146.geopotential number by the normal gravity value computed on the
 RZ1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1146.degrees latitude (g = 980.6199 gals.).
 RZ1146
 RZ1146.The modeled gravity was interpolated from observed gravity values.
 RZ1146
 RZ1146;                    North         East    Units  Estimated Accuracy
 RZ1146;SPC WA S     -   130,460.      729,900.      MT  (+/- 180 meters Scaled)
 RZ1146
 RZ1146                          SUPERSEDED SURVEY CONTROL
 RZ1146
 RZ1146  NGVD 29 (??/??/92)  657.554  (m)         2157.33   (f) ADJ UNCH    1 1
 RZ1146
 RZ1146.Superseded values are not recommended for survey control.
 RZ1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1146.See file dsdata.txt to determine how the superseded data were derived.
 RZ1146
 RZ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM611461(NAD 83)
 RZ1146_MARKER: DB = BENCH MARK DISK
 RZ1146_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1146_SP_SET: OUTCROP
 RZ1146_STAMPING: D 437 1968
 RZ1146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1146+STABILITY: POSITION/ELEVATION WELL
 RZ1146
 RZ1146  HISTORY     - Date     Condition        Report By
 RZ1146  HISTORY     - 1968     MONUMENTED       CGS
 RZ1146
 RZ1146                          STATION DESCRIPTION
 RZ1146
 RZ1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1146'4.5 MI E FROM POMEROY.
 RZ1146'4.5 MILES EAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT POMEROY,
 RZ1146'0.1 MILE EAST OF MILEPOST 408, DIRECTLY NORTH AND ACROSS THE HIGHWAY
 RZ1146'FROM THE EAST END OF A TURNOUT, SET VERTICALLY IN THE SOUTH FACE OF AN
 RZ1146'OUTCROP IN A CUT, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 132
 RZ1146'FEET WEST OF THE CENTER OF THE NORTH END OF A 24-INCH PIPE CULVERT,
 RZ1146'ABOUT 2 FEET HIGHER THAN THE HIGHWAY AND 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0898 ***********************************************************************
 RZ0898  DESIGNATION -  D 438
 RZ0898  PID         -  RZ0898
 RZ0898  STATE/COUNTY-  WA/ASOTIN
 RZ0898  USGS QUAD   -  SILCOTT (1971)
 RZ0898
 RZ0898                         *CURRENT SURVEY CONTROL
 RZ0898  ___________________________________________________________________
 RZ0898* NAD 83(1986)-  46 25 26.     (N)    117 07 38.     (W)     SCALED    
 RZ0898* NAVD 88     -       219.880  (meters)     721.39   (feet)  ADJUSTED  
 RZ0898  ___________________________________________________________________
 RZ0898  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 RZ0898  DYNAMIC HT  -         219.879 (meters)     721.39  (feet)  COMP
 RZ0898  MODELED GRAV-     980,606.9   (mgal)                       NAVD 88
 RZ0898
 RZ0898  VERT ORDER  -  FIRST     CLASS I
 RZ0898
 RZ0898.The horizontal coordinates were scaled from a topographic map and have
 RZ0898.an estimated accuracy of +/- 6 seconds.
 RZ0898
 RZ0898.The orthometric height was determined by differential leveling
 RZ0898.and adjusted by the National Geodetic Survey in June 1991..
 RZ0898
 RZ0898.The geoid height was determined by GEOID03.
 RZ0898
 RZ0898.The dynamic height is computed by dividing the NAVD 88
 RZ0898.geopotential number by the normal gravity value computed on the
 RZ0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0898.degrees latitude (g = 980.6199 gals.).
 RZ0898
 RZ0898.The modeled gravity was interpolated from observed gravity values.
 RZ0898
 RZ0898;                    North         East    Units  Estimated Accuracy
 RZ0898;SPC WA S     -   126,760.      759,160.      MT  (+/- 180 meters Scaled)
 RZ0898
 RZ0898                          SUPERSEDED SURVEY CONTROL
 RZ0898
 RZ0898  NGVD 29 (??/??/92)  218.900  (m)          718.17   (f) ADJ UNCH    1 1
 RZ0898
 RZ0898.Superseded values are not recommended for survey control.
 RZ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0898.See file dsdata.txt to determine how the superseded data were derived.
 RZ0898
 RZ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM902411(NAD 83)
 RZ0898_MARKER: DB = BENCH MARK DISK
 RZ0898_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0898_SP_SET: OUTCROP
 RZ0898_STAMPING: D 438 1968
 RZ0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0898+STABILITY: POSITION/ELEVATION WELL
 RZ0898
 RZ0898  HISTORY     - Date     Condition        Report By
 RZ0898  HISTORY     - 1968     MONUMENTED       CGS
 RZ0898  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0898
 RZ0898                          STATION DESCRIPTION
 RZ0898
 RZ0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ0898'5.45 MI W FROM CLARKSTON.
 RZ0898'5.45 MILES WEST ALONG U.S., HIGHWAY 12 FROM THE WEST END OF THE SNAKE
 RZ0898'RIVER BRIDGE AT CLARKSTON, IN R45E T11N, SECTION 23, 0.4 MILE EAST OF
 RZ0898'MILEPOST 430, SET VERTICALLY IN THE NORTHEAST FACE OF A MASSIVE
 RZ0898'OUTCROP, 17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 RZ0898'SOUTH OF TELEPHONE POLE 42, 31 FEET SOUTH OF THE WEST END OF A
 RZ0898'GUARDRAIL, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY AND 2.0 FEET ABOVE
 RZ0898'THE GROUND.
 RZ0898
 RZ0898                          STATION RECOVERY (1980)
 RZ0898
 RZ0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0898'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-MARK
 RZ0898'BELIEVED TO BE BURIED BY ROAD FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1775 ***********************************************************************
 RC1775  DESIGNATION -  D 44
 RC1775  PID         -  RC1775
 RC1775  STATE/COUNTY-  WA/SKAMANIA
 RC1775  USGS QUAD   -  HOOD RIVER (1994)
 RC1775
 RC1775                         *CURRENT SURVEY CONTROL
 RC1775  ___________________________________________________________________
 RC1775* NAD 83(1986)-  45 43 13.     (N)    121 35 53.     (W)     SCALED    
 RC1775* NAVD 88     -        34.695  (meters)     113.83   (feet)  ADJUSTED  
 RC1775  ___________________________________________________________________
 RC1775  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RC1775  DYNAMIC HT  -          34.694 (meters)     113.83  (feet)  COMP
 RC1775  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 RC1775
 RC1775  VERT ORDER  -  FIRST     CLASS II
 RC1775
 RC1775.The horizontal coordinates were scaled from a topographic map and have
 RC1775.an estimated accuracy of +/- 6 seconds.
 RC1775
 RC1775.The orthometric height was determined by differential leveling
 RC1775.and adjusted by the National Geodetic Survey in June 1991..
 RC1775
 RC1775.The geoid height was determined by GEOID03.
 RC1775
 RC1775.The dynamic height is computed by dividing the NAVD 88
 RC1775.geopotential number by the normal gravity value computed on the
 RC1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1775.degrees latitude (g = 980.6199 gals.).
 RC1775
 RC1775.The modeled gravity was interpolated from observed gravity values.
 RC1775
 RC1775;                    North         East    Units  Estimated Accuracy
 RC1775;SPC WA S     -    43,610.      414,510.      MT  (+/- 180 meters Scaled)
 RC1775
 RC1775                          SUPERSEDED SURVEY CONTROL
 RC1775
 RC1775  NGVD 29 (??/??/92)   33.666  (m)          110.45   (f) ADJ UNCH    1 2
 RC1775
 RC1775.Superseded values are not recommended for survey control.
 RC1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1775.See file dsdata.txt to determine how the superseded data were derived.
 RC1775
 RC1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR091639(NAD 83)
 RC1775_MARKER: DB = BENCH MARK DISK
 RC1775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1775_SP_SET: TUNNEL
 RC1775_STAMPING: D 44 1933
 RC1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1775
 RC1775  HISTORY     - Date     Condition        Report By
 RC1775  HISTORY     - 1933     MONUMENTED       CGS
 RC1775  HISTORY     - 1968     GOOD             NGS
 RC1775  HISTORY     - 1989     GOOD             USPSQD
 RC1775
 RC1775                          STATION DESCRIPTION
 RC1775
 RC1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1775'3.75 MI W FROM UNDERWOOD.
 RC1775'MARK IS IN SEC 30, T 3 N, R 10 E.  IT IS 3.3 MILES EAST OF COOKS. FROM
 RC1775'UNDERWOOD, 3.75 MILES WEST ALONG STATE HIGHWAY 14 TO THE WEST END OF A
 RC1775'TUNNEL.  0.1 MILE SOUTHEAST OF THE POINT WHERE THE HIGHWAY PASSES OVER
 RC1775'THE RAILROAD.  IT IS ABOUT 75 YARDS NORTH OF THE HIGHWAY. IT IS A
 RC1775'STANDARD DISK SET VERTICALLY IN THE WEST FACE OF THE RAILROAD TUNNEL,
 RC1775'SIX FEET NORTH OF THE NORTH RAIL AND FIVE FEET ABOVE THE TRACK.
 RC1775
 RC1775                          STATION RECOVERY (1989)
 RC1775
 RC1775'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC1775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0124 ***********************************************************************
 SD0124  DESIGNATION -  D 443
 SD0124  PID         -  SD0124
 SD0124  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0124  USGS QUAD   -  MOCLIPS (1994)
 SD0124
 SD0124                         *CURRENT SURVEY CONTROL
 SD0124  ___________________________________________________________________
 SD0124* NAD 83(1986)-  47 14 14.     (N)    124 12 50.     (W)     SCALED    
 SD0124* NAVD 88     -         7.855  (meters)      25.77   (feet)  ADJUSTED  
 SD0124  ___________________________________________________________________
 SD0124  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 SD0124  DYNAMIC HT  -           7.856 (meters)      25.77  (feet)  COMP
 SD0124  MODELED GRAV-     980,759.5   (mgal)                       NAVD 88
 SD0124
 SD0124  VERT ORDER  -  SECOND    CLASS I
 SD0124
 SD0124.The horizontal coordinates were scaled from a topographic map and have
 SD0124.an estimated accuracy of +/- 6 seconds.
 SD0124
 SD0124.The orthometric height was determined by differential leveling
 SD0124.and adjusted by the National Geodetic Survey in June 1991..
 SD0124
 SD0124.The geoid height was determined by GEOID03.
 SD0124
 SD0124.The dynamic height is computed by dividing the NAVD 88
 SD0124.geopotential number by the normal gravity value computed on the
 SD0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0124.degrees latitude (g = 980.6199 gals.).
 SD0124
 SD0124.The modeled gravity was interpolated from observed gravity values.
 SD0124
 SD0124;                    North         East    Units  Estimated Accuracy
 SD0124;SPC WA S     -   218,240.      218,900.      MT  (+/- 180 meters Scaled)
 SD0124
 SD0124                          SUPERSEDED SURVEY CONTROL
 SD0124
 SD0124  NGVD 29 (??/??/92)    6.834  (m)           22.42   (f) ADJ UNCH    2 1
 SD0124
 SD0124.Superseded values are not recommended for survey control.
 SD0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0124.See file dsdata.txt to determine how the superseded data were derived.
 SD0124
 SD0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT081322(NAD 83)
 SD0124_MARKER: DB = BENCH MARK DISK
 SD0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SD0124_SP_SET: BRIDGE
 SD0124_STAMPING: D 443 1977
 SD0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0124
 SD0124  HISTORY     - Date     Condition        Report By
 SD0124  HISTORY     - 1977     MONUMENTED       NGS
 SD0124  HISTORY     - 1987     GOOD             USPSQD
 SD0124
 SD0124                          STATION DESCRIPTION
 SD0124
 SD0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0124'0.3 MI NORTH FROM MOCLIPS.
 SD0124'0.35 MILE NORTH ALONG STATE HIGHWAY 109 FROM THE POST OFFICE AT
 SD0124'MOCLIPS, AT A BRIDGE OVER THE MOCLIPS RIVER, IN THE TOP OF THE
 SD0124'SOUTHEAST BANISTER, 2.1 FT NORTH OF THE SOUTH END, 17 FT EAST
 SD0124'OF THE CENTER LINE OF THE HIGHWAY AND 4 FT ABOVE THE SIDEWALK.
 SD0124'4 FEET ABOVE HIGHWAY.
 SD0124
 SD0124                          STATION RECOVERY (1987)
 SD0124
 SD0124'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 SD0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0104 ***********************************************************************
 SD0104  DESIGNATION -  D 444
 SD0104  PID         -  SD0104
 SD0104  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0104  USGS QUAD   -  CARLISLE (1994)
 SD0104
 SD0104                         *CURRENT SURVEY CONTROL
 SD0104  ___________________________________________________________________
 SD0104* NAD 83(1986)-  47 09 23.     (N)    124 01 44.     (W)     SCALED    
 SD0104* NAVD 88     -        32.535  (meters)     106.74   (feet)  ADJUSTED  
 SD0104  ___________________________________________________________________
 SD0104  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SD0104  DYNAMIC HT  -          32.539 (meters)     106.75  (feet)  COMP
 SD0104  MODELED GRAV-     980,757.2   (mgal)                       NAVD 88
 SD0104
 SD0104  VERT ORDER  -  SECOND    CLASS I
 SD0104
 SD0104.The horizontal coordinates were scaled from a topographic map and have
 SD0104.an estimated accuracy of +/- 6 seconds.
 SD0104
 SD0104.The orthometric height was determined by differential leveling
 SD0104.and adjusted by the National Geodetic Survey in June 1991..
 SD0104
 SD0104.The geoid height was determined by GEOID03.
 SD0104
 SD0104.The dynamic height is computed by dividing the NAVD 88
 SD0104.geopotential number by the normal gravity value computed on the
 SD0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0104.degrees latitude (g = 980.6199 gals.).
 SD0104
 SD0104.The modeled gravity was interpolated from observed gravity values.
 SD0104
 SD0104;                    North         East    Units  Estimated Accuracy
 SD0104;SPC WA S     -   208,620.      232,490.      MT  (+/- 180 meters Scaled)
 SD0104
 SD0104                          SUPERSEDED SURVEY CONTROL
 SD0104
 SD0104  NGVD 29 (??/??/92)   31.512  (m)          103.39   (f) ADJ UNCH    2 1
 SD0104
 SD0104.Superseded values are not recommended for survey control.
 SD0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0104.See file dsdata.txt to determine how the superseded data were derived.
 SD0104
 SD0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT220230(NAD 83)
 SD0104_MARKER: DB = BENCH MARK DISK
 SD0104_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 SD0104_SP_SET: UNSPECIFIED DEEP
 SD0104_STAMPING: D 444 1977
 SD0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0104+STABILITY: SURFACE MOTION
 SD0104
 SD0104  HISTORY     - Date     Condition        Report By
 SD0104  HISTORY     - 1977     MONUMENTED       NGS
 SD0104
 SD0104                          STATION DESCRIPTION
 SD0104
 SD0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0104'4.7 MI NE FROM COPALIS CROSSING.
 SD0104'0.55 MILE SOUTHEAST ALONG OCEAN BEACH ROAD FROM THE POST OFFICE
 SD0104'AT COPALIS CROSSING, THENCE 4.15 MILES NORTHEAST ALONG COPALIS
 SD0104'CROSSING ROAD, 27 FT NORTHWEST OF THE CENTER LINE OF THE ROAD,
 SD0104'119 FT NORTH EAST OF THE CENTER LINE OF A GRAVEL ROAD, 3 FT
 SD0104'NORTHWEST OF POWER POLE QC 5 17. A DISK ON TOP OF AN ALUMINUM
 SD0104'ROD, ACCESS HAD THROUGH A 4-INCH PLASTIC PIPE ENCASED IN CONCRETE.
 SD0104'ROD IS SET TO A DEPTH OF 21 FEET ENCASED IN A PIPE FLUSH WITH THE
 SD0104'GROUND.  1 FOOT BELOW ROAD.  2 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0176 ***********************************************************************
 TS0176  DESIGNATION -  D 445
 TS0176  PID         -  TS0176
 TS0176  STATE/COUNTY-  WA/CLALLAM
 TS0176  USGS QUAD   -  MAKAH BAY (1984)
 TS0176
 TS0176                         *CURRENT SURVEY CONTROL
 TS0176  ___________________________________________________________________
 TS0176* NAD 83(1986)-  48 21 37.     (N)    124 38 08.     (W)     SCALED    
 TS0176* NAVD 88     -         8.148  (meters)      26.73   (feet)  ADJUSTED  
 TS0176  ___________________________________________________________________
 TS0176  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 TS0176  DYNAMIC HT  -           8.150 (meters)      26.74  (feet)  COMP
 TS0176  MODELED GRAV-     980,914.8   (mgal)                       NAVD 88
 TS0176
 TS0176  VERT ORDER  -  SECOND    CLASS I
 TS0176
 TS0176.The horizontal coordinates were scaled from a topographic map and have
 TS0176.an estimated accuracy of +/- 6 seconds.
 TS0176
 TS0176.The orthometric height was determined by differential leveling
 TS0176.and adjusted by the National Geodetic Survey in June 1991..
 TS0176
 TS0176.The geoid height was determined by GEOID03.
 TS0176
 TS0176.The dynamic height is computed by dividing the NAVD 88
 TS0176.geopotential number by the normal gravity value computed on the
 TS0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0176.degrees latitude (g = 980.6199 gals.).
 TS0176
 TS0176.The modeled gravity was interpolated from observed gravity values.
 TS0176
 TS0176;                    North         East    Units  Estimated Accuracy
 TS0176;SPC WA N     -   158,200.      218,370.      MT  (+/- 180 meters Scaled)
 TS0176
 TS0176                          SUPERSEDED SURVEY CONTROL
 TS0176
 TS0176  NGVD 29 (??/??/92)    7.011  (m)           23.00   (f) ADJ UNCH    2 1
 TS0176
 TS0176.Superseded values are not recommended for survey control.
 TS0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0176.See file dsdata.txt to determine how the superseded data were derived.
 TS0176
 TS0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU788576(NAD 83)
 TS0176_MARKER: DB = BENCH MARK DISK
 TS0176_SETTING: 66 = SET IN ROCK OUTCROP
 TS0176_SP_SET: OUTCROP
 TS0176_STAMPING: D 445 1977
 TS0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TS0176+STABILITY: POSITION/ELEVATION WELL
 TS0176
 TS0176  HISTORY     - Date     Condition        Report By
 TS0176  HISTORY     - 1977     MONUMENTED       NGS
 TS0176  HISTORY     - 19980630 MARK NOT FOUND   NGS
 TS0176
 TS0176                          STATION DESCRIPTION
 TS0176
 TS0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TS0176'NEAH BAY.
 TS0176'0.55 MI SOUTHWEST ALONG BAYVIEW AVENUE FROM THE POST OFFICE AT
 TS0176'NEAH BAY, THENCE 0.65 MI SOUTHWEST ALONG STATE HIGHWAY 1, 21.2
 TS0176'FT SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 125.9 FT SOUTH OF
 TS0176'TELEPHONE POLE E 48 AND IN TOP OF AN OUTCROP.
 TS0176
 TS0176                          STATION RECOVERY (1998)
 TS0176
 TS0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 TS0176'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0113 ***********************************************************************
 RD0113  DESIGNATION -  D 45
 RD0113  PID         -  RD0113
 RD0113  STATE/COUNTY-  WA/CLARK
 RD0113  USGS QUAD   -  BRIDAL VEIL (1994)
 RD0113
 RD0113                         *CURRENT SURVEY CONTROL
 RD0113  ___________________________________________________________________
 RD0113* NAD 83(1986)-  45 33 31.     (N)    122 15 01.     (W)     SCALED    
 RD0113* NAVD 88     -        16.810  (meters)      55.15   (feet)  POSTED    
 RD0113  ___________________________________________________________________
 RD0113  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 RD0113  DYNAMIC HT  -          16.810 (meters)      55.15  (feet)  COMP
 RD0113  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 RD0113
 RD0113  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0113
 RD0113.The horizontal coordinates were scaled from a topographic map and have
 RD0113.an estimated accuracy of +/- 6 seconds.
 RD0113
 RD0113.The orthometric height was determined by differential leveling
 RD0113.and adjusted by the National Geodetic Survey in 1992..
 RD0113.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0113.rate of 1.1 thru 2.0 mm/km.
 RD0113
 RD0113.The geoid height was determined by GEOID03.
 RD0113
 RD0113.The dynamic height is computed by dividing the NAVD 88
 RD0113.geopotential number by the normal gravity value computed on the
 RD0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0113.degrees latitude (g = 980.6199 gals.).
 RD0113
 RD0113.The modeled gravity was interpolated from observed gravity values.
 RD0113
 RD0113;                    North         East    Units  Estimated Accuracy
 RD0113;SPC WA S     -    26,560.      363,350.      MT  (+/- 180 meters Scaled)
 RD0113
 RD0113                          SUPERSEDED SURVEY CONTROL
 RD0113
 RD0113  NGVD 29 (??/??/92)   15.779  (m)           51.77   (f) ADJ UNCH    1 2
 RD0113
 RD0113.Superseded values are not recommended for survey control.
 RD0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0113.See file dsdata.txt to determine how the superseded data were derived.
 RD0113
 RD0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER585452(NAD 83)
 RD0113_MARKER: DB = BENCH MARK DISK
 RD0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0113_STAMPING: D 45 1933
 RD0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0113+STABILITY: SURFACE MOTION
 RD0113
 RD0113  HISTORY     - Date     Condition        Report By
 RD0113  HISTORY     - 1933     MONUMENTED       CGS
 RD0113  HISTORY     - 1935     GOOD             NGS
 RD0113  HISTORY     - 1984     MARK NOT FOUND   USGS
 RD0113
 RD0113                          STATION DESCRIPTION
 RD0113
 RD0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0113'3.5 MI W FROM CAPE HORN.
 RD0113'IN CLARK COUNTY, ABOUT 3.5 MILES WEST ALONG THE SPOKANE, PORTLAND AND
 RD0113'SEATTLE RAILWAY FROM CAPE HORN, SKAMANIA COUNTY, ABOUT 4 TELEPHONE
 RD0113'POLES EAST OF MILEPOST 32, AT MOUNT PLEASANT STATION SITE, 60.5 FEET
 RD0113'NORTH OF THE CENTER OF THE TRACK, 35.5 FEET NORTH OF A RAILROAD
 RD0113'CROSSING SIGNPOST, 45.5 FEET WEST OF THE WEST SIDE OF AN OLD FRAME
 RD0113'BUILDING, 24 FEET BY 40 FEET, 12.0 FEET SOUTH OF THE SOUTH SIDE OF AN
 RD0113'OLD FRAME BARN, 24 FEET BY 24 FEET, ON A FLAT AND IN THE BED OF A
 RD0113'SMALL CREEKLET AMONG LOOSE GRAVEL.  A STANDARD DISK, STAMPED D 45
 RD0113'1933, AND SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST LEVEL WITH
 RD0113'THE GROUND.  NOTE-- THIS BM 111 PROBABLY BE BURIED UNDER GRAVEL WASH.
 RD0113
 RD0113                          STATION RECOVERY (1984)
 RD0113
 RD0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 RD0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0643 ***********************************************************************
 TR0643  DESIGNATION -  D 454
 TR0643  PID         -  TR0643
 TR0643  STATE/COUNTY-  WA/WHATCOM
 TR0643  USGS QUAD   -  BLAINE (1994)
 TR0643
 TR0643                         *CURRENT SURVEY CONTROL
 TR0643  ___________________________________________________________________
 TR0643* NAD 83(1986)-  48 58 16.     (N)    122 43 20.     (W)     SCALED    
 TR0643* NAVD 88     -        11.750  (meters)      38.55   (feet)  ADJUSTED  
 TR0643  ___________________________________________________________________
 TR0643  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 TR0643  DYNAMIC HT  -          11.754 (meters)      38.56  (feet)  COMP
 TR0643  MODELED GRAV-     980,913.5   (mgal)                       NAVD 88
 TR0643
 TR0643  VERT ORDER  -  FIRST     CLASS I
 TR0643
 TR0643.The horizontal coordinates were scaled from a topographic map and have
 TR0643.an estimated accuracy of +/- 6 seconds.
 TR0643
 TR0643.The orthometric height was determined by differential leveling
 TR0643.and adjusted by the National Geodetic Survey in June 1991..
 TR0643
 TR0643.The geoid height was determined by GEOID03.
 TR0643
 TR0643.The dynamic height is computed by dividing the NAVD 88
 TR0643.geopotential number by the normal gravity value computed on the
 TR0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0643.degrees latitude (g = 980.6199 gals.).
 TR0643
 TR0643.The modeled gravity was interpolated from observed gravity values.
 TR0643
 TR0643;                    North         East    Units  Estimated Accuracy
 TR0643;SPC WA N     -   220,860.      361,710.      MT  (+/- 180 meters Scaled)
 TR0643
 TR0643                          SUPERSEDED SURVEY CONTROL
 TR0643
 TR0643  NGVD 29 (??/??/92)   10.526  (m)           34.53   (f) ADJ UNCH    1 1
 TR0643
 TR0643.Superseded values are not recommended for survey control.
 TR0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0643.See file dsdata.txt to determine how the superseded data were derived.
 TR0643
 TR0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV203242(NAD 83)
 TR0643_MARKER: DB = BENCH MARK DISK
 TR0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0643_SP_SET: ABUTMENT
 TR0643_STAMPING: D 454 1973
 TR0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0643
 TR0643  HISTORY     - Date     Condition        Report By
 TR0643  HISTORY     - 1973     MONUMENTED       NGS
 TR0643
 TR0643                          STATION DESCRIPTION
 TR0643
 TR0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0643'2.2 MI SE FROM BLAINE.
 TR0643'2.2 MILES SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0643'STATION AT BLAINE, 0.1 MILE NORTHWEST OF MILEPOST 117, AT A BRIDGE
 TR0643'OVER DAKOTA CREEK, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 TR0643'CONCRETE ABUTMENT OF THE BRIDGE, 6.7 FEET SOUTHWEST OF THE SOUTHWEST
 TR0643'RAIL, 18.5 FEET SOUTHWEST AND ACROSS THE TRACK FROM BENCH MARK TIDAL
 TR0643'7, 1.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT, 1.9 FEET
 TR0643'NORTHWEST OF THE SOUTHEAST EDGE OF THE ABUTMENT, AND ABOUT 1 FOOT
 TR0643'LOWER THAN THE TRACK.  SECTION 8, T 40N, R1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0248 ***********************************************************************
 TR0248  DESIGNATION -  D 455
 TR0248  PID         -  TR0248
 TR0248  STATE/COUNTY-  WA/SKAGIT
 TR0248  USGS QUAD   -  MOUNT VERNON (1981)
 TR0248
 TR0248                         *CURRENT SURVEY CONTROL
 TR0248  ___________________________________________________________________
 TR0248* NAD 83(1986)-  48 29 17.     (N)    122 17 29.     (W)     SCALED    
 TR0248* NAVD 88     -        13.270  (meters)      43.54   (feet)  ADJUSTED  
 TR0248  ___________________________________________________________________
 TR0248  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 TR0248  DYNAMIC HT  -          13.273 (meters)      43.55  (feet)  COMP
 TR0248  MODELED GRAV-     980,865.0   (mgal)                       NAVD 88
 TR0248
 TR0248  VERT ORDER  -  FIRST     CLASS I
 TR0248
 TR0248.The horizontal coordinates were scaled from a topographic map and have
 TR0248.an estimated accuracy of +/- 6 seconds.
 TR0248
 TR0248.The orthometric height was determined by differential leveling
 TR0248.and adjusted by the National Geodetic Survey in June 1991..
 TR0248
 TR0248.The geoid height was determined by GEOID03.
 TR0248
 TR0248.The dynamic height is computed by dividing the NAVD 88
 TR0248.geopotential number by the normal gravity value computed on the
 TR0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0248.degrees latitude (g = 980.6199 gals.).
 TR0248
 TR0248.The modeled gravity was interpolated from observed gravity values.
 TR0248
 TR0248;                    North         East    Units  Estimated Accuracy
 TR0248;SPC WA N     -   166,470.      392,230.      MT  (+/- 180 meters Scaled)
 TR0248
 TR0248                          SUPERSEDED SURVEY CONTROL
 TR0248
 TR0248  NGVD 29 (??/??/92)   12.105  (m)           39.71   (f) ADJ UNCH    1 1
 TR0248
 TR0248.Superseded values are not recommended for survey control.
 TR0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0248.See file dsdata.txt to determine how the superseded data were derived.
 TR0248
 TR0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU523707(NAD 83)
 TR0248_MARKER: DB = BENCH MARK DISK
 TR0248_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TR0248+WITH SETTING: INTO GROUND
 TR0248_STAMPING: D 455 1973
 TR0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0248+STABILITY: SURFACE MOTION
 TR0248
 TR0248  HISTORY     - Date     Condition        Report By
 TR0248  HISTORY     - 1973     MONUMENTED       NGS
 TR0248  HISTORY     - 19980709 MARK NOT FOUND   NGS
 TR0248
 TR0248                          STATION DESCRIPTION
 TR0248
 TR0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0248'1.55 MI NE FROM BURLINGTON.
 TR0248'1.55 MILES NORTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0248'CROOSING OF REGENT STREET AT BURLINGTON, AT THE CROSSING OF LAFAYETTE
 TR0248'ROAD, AT THE CROSSING OF A POWER LINE, 56.6 FEET NORTHWEST OF THE
 TR0248'NORTHWEST RAIL, 42 FEET EAST OF THE CENTER LINE OF THE ROAD, 34.8 FEET
 TR0248'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 20, 1.7 FEET NORTHEAST
 TR0248'OF A POWER POLE WITH TWO WIRES, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 TR0248'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS 4 FEET DEEP
 TR0248'WITH A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED
 TR0248'IN A 6-INCH IRON PIPE FLUSH WITH THE GROUND.  SECTION 27, T 35N, R 4E.
 TR0248
 TR0248                          STATION RECOVERY (1998)
 TR0248
 TR0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 TR0248'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0247 ***********************************************************************
 TQ0247  DESIGNATION -  D 456
 TQ0247  PID         -  TQ0247
 TQ0247  STATE/COUNTY-  WA/SKAGIT
 TQ0247  USGS QUAD   -  ROCKPORT (1982)
 TQ0247
 TQ0247                         *CURRENT SURVEY CONTROL
 TQ0247  ___________________________________________________________________
 TQ0247* NAD 83(1986)-  48 29 29.     (N)    121 34 20.     (W)     SCALED    
 TQ0247* NAVD 88     -        79.702  (meters)     261.49   (feet)  ADJUSTED  
 TQ0247  ___________________________________________________________________
 TQ0247  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 TQ0247  DYNAMIC HT  -          79.719 (meters)     261.54  (feet)  COMP
 TQ0247  MODELED GRAV-     980,816.8   (mgal)                       NAVD 88
 TQ0247
 TQ0247  VERT ORDER  -  FIRST     CLASS I
 TQ0247
 TQ0247.The horizontal coordinates were scaled from a topographic map and have
 TQ0247.an estimated accuracy of +/- 6 seconds.
 TQ0247
 TQ0247.The orthometric height was determined by differential leveling
 TQ0247.and adjusted by the National Geodetic Survey in June 1991..
 TQ0247
 TQ0247.The geoid height was determined by GEOID03.
 TQ0247
 TQ0247.The dynamic height is computed by dividing the NAVD 88
 TQ0247.geopotential number by the normal gravity value computed on the
 TQ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0247.degrees latitude (g = 980.6199 gals.).
 TQ0247
 TQ0247.The modeled gravity was interpolated from observed gravity values.
 TQ0247
 TQ0247;                    North         East    Units  Estimated Accuracy
 TQ0247;SPC WA N     -   166,080.      445,390.      MT  (+/- 180 meters Scaled)
 TQ0247
 TQ0247                          SUPERSEDED SURVEY CONTROL
 TQ0247
 TQ0247  NGVD 29 (??/??/92)   78.556  (m)          257.73   (f) ADJ UNCH    1 1
 TQ0247
 TQ0247.Superseded values are not recommended for survey control.
 TQ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0247.See file dsdata.txt to determine how the superseded data were derived.
 TQ0247
 TQ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU054719(NAD 83)
 TQ0247_MARKER: DB = BENCH MARK DISK
 TQ0247_SETTING: 80 = SET IN A BOULDER
 TQ0247_SP_SET: BOULDER
 TQ0247_STAMPING: D 456 1973
 TQ0247_MARK LOGO: NGS   
 TQ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0247+STABILITY: SURFACE MOTION
 TQ0247
 TQ0247  HISTORY     - Date     Condition        Report By
 TQ0247  HISTORY     - 1973     MONUMENTED       NGS
 TQ0247  HISTORY     - 1982     GOOD             NGS
 TQ0247  HISTORY     - 1984     GOOD             NGS
 TQ0247
 TQ0247                          STATION DESCRIPTION
 TQ0247
 TQ0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0247'0.95 MI E FROM ROCKPORT.
 TQ0247'0.8 MILE EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF EAST SAUK
 TQ0247'ROAD AT ROCKPORT, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD TO A
 TQ0247'COUNTY PARK, AT THE CROSSING OF A POWER LINE, SET VERTICALLY IN THE
 TQ0247'SOUTH FACE OF A 10-BY 10-FOOT EMBEDED BOULDER THAT PROJECTS 4 1/2 FEET
 TQ0247'ABOVE THE GROUND, 54 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 58
 TQ0247'FEET NORTHEAST OF POWER POLE 11545, 1.5 FEET SOUTH OF A WITNESS POST
 TQ0247'DRILLED IN THE ROCK, ABOUT 2 1/2 FEET ABOVE THE GROUND. SECTION 30
 TQ0247'.T35N .R10E.
 TQ0247
 TQ0247                          STATION RECOVERY (1982)
 TQ0247
 TQ0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0247'RECOVERED IN GOOD CONDITION.
 TQ0247
 TQ0247                          STATION RECOVERY (1984)
 TQ0247
 TQ0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TQ0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0176 ***********************************************************************
 TR0176  DESIGNATION -  D 457
 TR0176  PID         -  TR0176
 TR0176  STATE/COUNTY-  WA/SNOHOMISH
 TR0176  USGS QUAD   -  MARYSVILLE (1956)
 TR0176
 TR0176                         *CURRENT SURVEY CONTROL
 TR0176  ___________________________________________________________________
 TR0176* NAD 83(1986)-  48 06 37.     (N)    122 10 45.     (W)     SCALED    
 TR0176* NAVD 88     -        25.438  (meters)      83.46   (feet)  ADJUSTED  
 TR0176  ___________________________________________________________________
 TR0176  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 TR0176  DYNAMIC HT  -          25.442 (meters)      83.47  (feet)  COMP
 TR0176  MODELED GRAV-     980,776.2   (mgal)                       NAVD 88
 TR0176
 TR0176  VERT ORDER  -  FIRST     CLASS I
 TR0176
 TR0176.The horizontal coordinates were scaled from a topographic map and have
 TR0176.an estimated accuracy of +/- 6 seconds.
 TR0176
 TR0176.The orthometric height was determined by differential leveling
 TR0176.and adjusted by the National Geodetic Survey in June 1991..
 TR0176
 TR0176.The geoid height was determined by GEOID03.
 TR0176
 TR0176.The dynamic height is computed by dividing the NAVD 88
 TR0176.geopotential number by the normal gravity value computed on the
 TR0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0176.degrees latitude (g = 980.6199 gals.).
 TR0176
 TR0176.The modeled gravity was interpolated from observed gravity values.
 TR0176
 TR0176;                    North         East    Units  Estimated Accuracy
 TR0176;SPC WA N     -   124,320.      399,790.      MT  (+/- 180 meters Scaled)
 TR0176
 TR0176                          SUPERSEDED SURVEY CONTROL
 TR0176
 TR0176  NGVD 29 (??/??/92)   24.302  (m)           79.73   (f) ADJ UNCH    1 1
 TR0176
 TR0176.Superseded values are not recommended for survey control.
 TR0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0176.See file dsdata.txt to determine how the superseded data were derived.
 TR0176
 TR0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU611288(NAD 83)
 TR0176_MARKER: DV = VERTICAL CONTROL DISK
 TR0176_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TR0176+WITH SETTING: INTO GROUND
 TR0176_SP_SET: METAL ROD WITH BASE PLATE
 TR0176_STAMPING: D 457 1973
 TR0176_MARK LOGO: NGS   
 TR0176_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0176+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 TR0176
 TR0176  HISTORY     - Date     Condition        Report By
 TR0176  HISTORY     - 1973     MONUMENTED       NGS
 TR0176  HISTORY     - 1979     GOOD             NGS
 TR0176  HISTORY     - 1984     GOOD             USPSQD
 TR0176  HISTORY     - 19910716 GOOD             USPSQD
 TR0176  HISTORY     - 19911231 GOOD             WA-061
 TR0176  HISTORY     - 19991113 GOOD             USPSQD
 TR0176
 TR0176                          STATION DESCRIPTION
 TR0176
 TR0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0176'4.15 MI N FROM MARYSVILLE.
 TR0176'4.15 MILE NORTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0176'CROSSING OF 4TH STREET AT MARYSVILLE, AT THE CROSSING OF 128TH STREET
 TR0176'NORTHEAST, 50 FEET EAST OF THE EAST RAIL 25 1/2 FEET SOUTH OF THE
 TR0176'CENTER LINE OF THE STREET, 110 1/2 FEET WEST OF THE CENTER LINE OF
 TR0176'39TH AVENUE NORTHEAST, 68 1/2 FEET SOUTHWEST AND ACROSS THE AVENUE
 TR0176'FROM TELEPHONE POLE 393, 1.7 FEET NORTH OF POWER POLE 10-10 CE 171,
 TR0176'1.6 FEET SOUTH OF A WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH
 TR0176'COPPER COATED ROD WHICH IS 4 FEET LONG AND HAS A BASE PLATE ATTACHED.
 TR0176'THE UPPER PORTION OF THE ROAD IS ENCASED IN A 6-INCH IRON PIPE
 TR0176'PROJECTING 0.1 FOOT ABOVE THE GROUND, AND IS ABOUT 3 FEET LOWER THAN
 TR0176'THE TRACK.  SECTION 4, T 30N, R 5E.
 TR0176
 TR0176                          STATION RECOVERY (1979)
 TR0176
 TR0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TR0176'RECOVERED IN GOOD CONDITION.
 TR0176
 TR0176                          STATION RECOVERY (1984)
 TR0176
 TR0176'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0176'RECOVERED IN GOOD CONDITION.
 TR0176
 TR0176                          STATION RECOVERY (1991)
 TR0176
 TR0176'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 TR0176'RECOVERED IN GOOD CONDITION.
 TR0176
 TR0176                          STATION RECOVERY (1991)
 TR0176
 TR0176'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1991
 TR0176'RECOVERED IN GOOD CONDITION.
 TR0176
 TR0176                          STATION RECOVERY (1999)
 TR0176
 TR0176'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0010 ***********************************************************************
 SY0010  DESIGNATION -  D 458
 SY0010  PID         -  SY0010
 SY0010  STATE/COUNTY-  WA/SNOHOMISH
 SY0010  USGS QUAD   -  EVERETT (1973)
 SY0010
 SY0010                         *CURRENT SURVEY CONTROL
 SY0010  ___________________________________________________________________
 SY0010* NAD 83(1986)-  47 58 12.     (N)    122 11 42.     (W)     SCALED    
 SY0010* NAVD 88     -        17.030  (meters)      55.87   (feet)  ADJUSTED  
 SY0010  ___________________________________________________________________
 SY0010  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY0010  DYNAMIC HT  -          17.032 (meters)      55.88  (feet)  COMP
 SY0010  MODELED GRAV-     980,768.8   (mgal)                       NAVD 88
 SY0010
 SY0010  VERT ORDER  -  FIRST     CLASS I
 SY0010
 SY0010.The horizontal coordinates were scaled from a topographic map and have
 SY0010.an estimated accuracy of +/- 6 seconds.
 SY0010
 SY0010.The orthometric height was determined by differential leveling
 SY0010.and adjusted by the National Geodetic Survey in June 1991..
 SY0010
 SY0010.The geoid height was determined by GEOID03.
 SY0010
 SY0010.The dynamic height is computed by dividing the NAVD 88
 SY0010.geopotential number by the normal gravity value computed on the
 SY0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0010.degrees latitude (g = 980.6199 gals.).
 SY0010
 SY0010.The modeled gravity was interpolated from observed gravity values.
 SY0010
 SY0010;                    North         East    Units  Estimated Accuracy
 SY0010;SPC WA N     -   108,750.      398,340.      MT  (+/- 180 meters Scaled)
 SY0010
 SY0010                          SUPERSEDED SURVEY CONTROL
 SY0010
 SY0010  NGVD 29 (??/??/92)   15.908  (m)           52.19   (f) ADJ UNCH    1 1
 SY0010
 SY0010.Superseded values are not recommended for survey control.
 SY0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0010.See file dsdata.txt to determine how the superseded data were derived.
 SY0010
 SY0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU600132(NAD 83)
 SY0010_MARKER: DB = BENCH MARK DISK
 SY0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0010_SP_SET: PIER
 SY0010_STAMPING: D 458 1973
 SY0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0010+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 SY0010
 SY0010  HISTORY     - Date     Condition        Report By
 SY0010  HISTORY     - UNK      MONUMENTED
 SY0010  HISTORY     - 1983     GOOD             LOCSUR
 SY0010  HISTORY     - 19990214 GOOD             USPSQD
 SY0010  HISTORY     - 20040719 GOOD             USPSQD
 SY0010  HISTORY     - 20051217 GOOD             USPSQD
 SY0010
 SY0010                          STATION DESCRIPTION
 SY0010
 SY0010'DESCRIBED UNK
 SY0010'IN EVERETT.
 SY0010'AT EVERETT, AT THE CROSSING OF THE BURLINGTON-NORTHERN RAILROAD AND
 SY0010'36TH STREET, 1.05 MILES NORTH OF BENCH MARK E 458, 0.45 MILE SOUTH OF
 SY0010'BENCH MARK T 59=TIDAL BENCH MARK, AT THE NORTHBOUND LANES OF
 SY0010'INTERSTATE HIGHWAY 5 OVERPASS OVER THE RAILROAD, SET VERTICALLY IN THE
 SY0010'NORTHEAST FACE OF THE FIRST CONCRETE PIER WEST OF THE TRACK, 44 FEET
 SY0010'SOUTH OF THE CENTER LINE OF THE STREET, 22.5 FEET WEST OF THE WEST
 SY0010'RAIL OF THE MAIN TRACK, ABOUT 3 FEET HIGHER THAN THE TRACK AND 4.0
 SY0010'FEET ABOVE THE GROUND.  SECTION 29, T 29N, R 5E.
 SY0010
 SY0010                          STATION RECOVERY (1983)
 SY0010
 SY0010'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SY0010'RECOVERED IN GOOD CONDITION.
 SY0010
 SY0010                          STATION RECOVERY (1999)
 SY0010
 SY0010'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0010'RECOVERED IN GOOD CONDITION.
 SY0010
 SY0010                          STATION RECOVERY (2004)
 SY0010
 SY0010'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SY0010'RECOVERED IN GOOD CONDITION.
 SY0010
 SY0010                          STATION RECOVERY (2005)
 SY0010
 SY0010'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0769 ***********************************************************************
 SY0769  DESIGNATION -  D 459
 SY0769  PID         -  SY0769
 SY0769  STATE/COUNTY-  WA/PIERCE
 SY0769  USGS QUAD   -  STEILACOOM (1994)
 SY0769
 SY0769                         *CURRENT SURVEY CONTROL
 SY0769  ___________________________________________________________________
 SY0769* NAD 83(1986)-  47 14 57.     (N)    122 33 03.     (W)     SCALED    
 SY0769* NAVD 88     -         4.043  (meters)      13.26   (feet)  ADJUSTED  
 SY0769  ___________________________________________________________________
 SY0769  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY0769  DYNAMIC HT  -           4.044 (meters)      13.27  (feet)  COMP
 SY0769  MODELED GRAV-     980,758.5   (mgal)                       NAVD 88
 SY0769
 SY0769  VERT ORDER  -  FIRST     CLASS I
 SY0769
 SY0769.The horizontal coordinates were scaled from a topographic map and have
 SY0769.an estimated accuracy of +/- 6 seconds.
 SY0769
 SY0769.The orthometric height was determined by differential leveling
 SY0769.and adjusted by the National Geodetic Survey in June 1991..
 SY0769
 SY0769.The geoid height was determined by GEOID03.
 SY0769
 SY0769.The dynamic height is computed by dividing the NAVD 88
 SY0769.geopotential number by the normal gravity value computed on the
 SY0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0769.degrees latitude (g = 980.6199 gals.).
 SY0769
 SY0769.The modeled gravity was interpolated from observed gravity values.
 SY0769
 SY0769;                    North         East    Units  Estimated Accuracy
 SY0769;SPC WA S     -   214,970.      344,770.      MT  (+/- 180 meters Scaled)
 SY0769
 SY0769                          SUPERSEDED SURVEY CONTROL
 SY0769
 SY0769  NGVD 29 (??/??/??)    2.992  (m)            9.82   (f) ADJUSTED    1 1
 SY0769
 SY0769.Superseded values are not recommended for survey control.
 SY0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0769.See file dsdata.txt to determine how the superseded data were derived.
 SY0769
 SY0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET339329(NAD 83)
 SY0769_MARKER: DB = BENCH MARK DISK
 SY0769_SETTING: 0 = UNSPECIFIED SETTING
 SY0769_STAMPING: D 459 1973
 SY0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0769
 SY0769  HISTORY     - Date     Condition        Report By
 SY0769  HISTORY     - 1973     MONUMENTED       NGS
 SY0769  HISTORY     - 19950805 GOOD             USPSQD
 SY0769
 SY0769                          STATION DESCRIPTION
 SY0769
 SY0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0769'3.25 MI S FROM TACOMA.
 SY0769'3.25 MILES SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE SOUTH
 SY0769'END OF NELSON BENNETT TUNNEL NO. 2 AT TACOMA, AT TITLOW BEACH PARK,
 SY0769'0.2 MILE NORTHEAST OF THE CROSSING OF 6TH AVENUE, IN THE TOP AND 0.7
 SY0769'FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL
 SY0769'OF A WATER RELEASE GATE VALVE FOR TITLOW LAGOON, 42 FEET SOUTHEAST OF
 SY0769'THE SOUTHEAST RAIL OF THE SOUTHEAST MAIN TRACK, 29.3 FEET SOUTHEAST OF
 SY0769'A TELEPHONE POLE WITH A GUY WIRE, AND ABOUT 6 FEET LOWER THAN THE
 SY0769'TRACK.  SECTION 44, T 20N, R 2E.
 SY0769
 SY0769                          STATION RECOVERY (1995)
 SY0769
 SY0769'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0965 ***********************************************************************
 RZ0965  DESIGNATION -  D 46
 RZ0965  PID         -  RZ0965
 RZ0965  STATE/COUNTY-  WA/ASOTIN
 RZ0965  USGS QUAD   -  WEISSENFELS RIDGE (1971)
 RZ0965
 RZ0965                         *CURRENT SURVEY CONTROL
 RZ0965  ___________________________________________________________________
 RZ0965* NAD 83(1986)-  46 12 16.     (N)    117 04 10.     (W)     SCALED    
 RZ0965* NAVD 88     -       906.065  (meters)    2972.65   (feet)  ADJUSTED  
 RZ0965  ___________________________________________________________________
 RZ0965  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 RZ0965  DYNAMIC HT  -         905.955 (meters)    2972.29  (feet)  COMP
 RZ0965  MODELED GRAV-     980,462.8   (mgal)                       NAVD 88
 RZ0965
 RZ0965  VERT ORDER  -  SECOND    CLASS 0
 RZ0965
 RZ0965.The horizontal coordinates were scaled from a topographic map and have
 RZ0965.an estimated accuracy of +/- 6 seconds.
 RZ0965
 RZ0965.The orthometric height was determined by differential leveling
 RZ0965.and adjusted by the National Geodetic Survey in June 1991..
 RZ0965
 RZ0965.The geoid height was determined by GEOID03.
 RZ0965
 RZ0965.The dynamic height is computed by dividing the NAVD 88
 RZ0965.geopotential number by the normal gravity value computed on the
 RZ0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0965.degrees latitude (g = 980.6199 gals.).
 RZ0965
 RZ0965.The modeled gravity was interpolated from observed gravity values.
 RZ0965
 RZ0965;                    North         East    Units  Estimated Accuracy
 RZ0965;SPC WA S     -   102,580.      764,660.      MT  (+/- 180 meters Scaled)
 RZ0965
 RZ0965                          SUPERSEDED SURVEY CONTROL
 RZ0965
 RZ0965  NGVD 29 (??/??/92)  905.017  (m)         2969.21   (f) ADJ UNCH    2 0
 RZ0965
 RZ0965.Superseded values are not recommended for survey control.
 RZ0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0965.See file dsdata.txt to determine how the superseded data were derived.
 RZ0965
 RZ0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM946167(NAD 83)
 RZ0965_MARKER: DB = BENCH MARK DISK
 RZ0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0965_STAMPING: D 46 1934
 RZ0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0965+STABILITY: SURFACE MOTION
 RZ0965
 RZ0965  HISTORY     - Date     Condition        Report By
 RZ0965  HISTORY     - 1934     MONUMENTED       CGS
 RZ0965  HISTORY     - 1962     GOOD             NGS
 RZ0965
 RZ0965                          STATION DESCRIPTION
 RZ0965
 RZ0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RZ0965'6.0 MI N FROM ANATONE.
 RZ0965'REACHED FROM THE POST OFFICE AT ANATONE GO NORTH ON STATE HIGHWAY 3
 RZ0965'FOR ABOUT 6.0 MILES, AT THE NORTHWEST END OF A DOUBLE CURVE IN THE
 RZ0965'HIGHWAY, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2
 RZ0965'FEET HIGHER, 97 FEET NORTHEAST ACROSS THE HIGHWAY FROM POWER LINE POLE
 RZ0965'44/77, AND ABOUT 2 FEET SOUTH OF A WITNESS POST.  THE TOP OF THE
 RZ0965'CONCRETE POST IS PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1314 ***********************************************************************
 SY1314  DESIGNATION -  D 461
 SY1314  PID         -  SY1314
 SY1314  STATE/COUNTY-  WA/MASON
 SY1314  USGS QUAD   -  SHELTON (1981)
 SY1314
 SY1314                         *CURRENT SURVEY CONTROL
 SY1314  ___________________________________________________________________
 SY1314* NAD 83(1986)-  47 10 48.     (N)    123 06 00.     (W)     SCALED    
 SY1314* NAVD 88     -        47.104  (meters)     154.54   (feet)  ADJUSTED  
 SY1314  ___________________________________________________________________
 SY1314  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 SY1314  DYNAMIC HT  -          47.114 (meters)     154.57  (feet)  COMP
 SY1314  MODELED GRAV-     980,818.4   (mgal)                       NAVD 88
 SY1314
 SY1314  VERT ORDER  -  FIRST     CLASS I
 SY1314
 SY1314.The horizontal coordinates were scaled from a topographic map and have
 SY1314.an estimated accuracy of +/- 6 seconds.
 SY1314
 SY1314.The orthometric height was determined by differential leveling
 SY1314.and adjusted by the National Geodetic Survey in June 1991..
 SY1314
 SY1314.The geoid height was determined by GEOID03.
 SY1314
 SY1314.The dynamic height is computed by dividing the NAVD 88
 SY1314.geopotential number by the normal gravity value computed on the
 SY1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1314.degrees latitude (g = 980.6199 gals.).
 SY1314
 SY1314.The modeled gravity was interpolated from observed gravity values.
 SY1314
 SY1314;                    North         East    Units  Estimated Accuracy
 SY1314;SPC WA S     -   208,510.      302,960.      MT  (+/- 180 meters Scaled)
 SY1314
 SY1314                          SUPERSEDED SURVEY CONTROL
 SY1314
 SY1314  NGVD 29 (??/??/??)   46.056  (m)          151.10   (f) ADJUSTED    1 1
 SY1314
 SY1314.Superseded values are not recommended for survey control.
 SY1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1314.See file dsdata.txt to determine how the superseded data were derived.
 SY1314
 SY1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT924251(NAD 83)
 SY1314_MARKER: DV = VERTICAL CONTROL DISK
 SY1314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1314_SP_SET: BRIDGE GUARDRAIL
 SY1314_STAMPING: D 461 1973
 SY1314_MARK LOGO: NGS   
 SY1314_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1314
 SY1314  HISTORY     - Date     Condition        Report By
 SY1314  HISTORY     - 1973     MONUMENTED       NGS
 SY1314  HISTORY     - 1983     GOOD             USPSQD
 SY1314  HISTORY     - 1983     GOOD             USPSQD
 SY1314  HISTORY     - 1987     GOOD             USPSQD
 SY1314  HISTORY     - 1988     GOOD             USPSQD
 SY1314  HISTORY     - 1988     GOOD             USPSQD
 SY1314  HISTORY     - 1988     GOOD             USPSQD
 SY1314  HISTORY     - 1989     GOOD             USPSQD
 SY1314  HISTORY     - 1990     GOOD             USPSQD
 SY1314  HISTORY     - 19950516 GOOD             WADT
 SY1314
 SY1314                          STATION DESCRIPTION
 SY1314
 SY1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1314'2.7 MI S FROM SHELTON.
 SY1314'2.7 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 SY1314'RAILROAD AVENUE AT SHELTON, AT THE COLE ROAD UNDERPASS, IN THE TOP OF
 SY1314'THE EAST CONCRETE GUARDRAIL OF THE UNDERPASS UNDER THE NORTHBOUND
 SY1314'LANES OF THE HIGHWAY, 21 FEET EAST OF THE CENTER LINE OF THE
 SY1314'NORTHBOUND LANES OF THE HIGHWAY, AND ABOUT 2 1/2 FEET HIGHER THAN THE
 SY1314'HIGHWAY.  SECTION 31, T20N, R3W.
 SY1314
 SY1314                          STATION RECOVERY (1983)
 SY1314
 SY1314'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1314'RECOVERED IN GOOD CONDITION.
 SY1314
 SY1314                          STATION RECOVERY (1983)
 SY1314
 SY1314'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1314'RECOVERED IN GOOD CONDITION.
 SY1314
 SY1314                          STATION RECOVERY (1987)
 SY1314
 SY1314'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1314'RECOVERED IN GOOD CONDITION.
 SY1314
 SY1314                          STATION RECOVERY (1988)
 SY1314
 SY1314'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SY1314'RECOVERED IN GOOD CONDITION.
 SY1314
 SY1314                          STATION RECOVERY (1988)
 SY1314
 SY1314'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1314'RECOVERED IN GOOD CONDITION.
 SY1314
 SY1314                          STATION RECOVERY (1988)
 SY1314
 SY1314'RECOVERY NOTE BY US POWER SQUADRON 1988 (KAS)
 SY1314'RECOVERED IN GOOD CONDITION.
 SY1314
 SY1314                          STATION RECOVERY (1989)
 SY1314
 SY1314'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1314'RECOVERED IN GOOD CONDITION.
 SY1314
 SY1314                          STATION RECOVERY (1990)
 SY1314
 SY1314'RECOVERY NOTE BY US POWER SQUADRON 1990 (LMC)
 SY1314'RECOVERED IN GOOD CONDITION.
 SY1314
 SY1314                          STATION RECOVERY (1995)
 SY1314
 SY1314'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KAA)
 SY1314'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0509 ***********************************************************************
 SY0509  DESIGNATION -  D 462
 SY0509  PID         -  SY0509
 SY0509  STATE/COUNTY-  WA/KING
 SY0509  USGS QUAD   -  AUBURN (1994)
 SY0509
 SY0509                         *CURRENT SURVEY CONTROL
 SY0509  ___________________________________________________________________
 SY0509* NAD 83(1986)-  47 19 10.     (N)    122 08 03.     (W)     SCALED    
 SY0509* NAVD 88     -        67.977  (meters)     223.02   (feet)  ADJUSTED  
 SY0509  ___________________________________________________________________
 SY0509  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 SY0509  DYNAMIC HT  -          67.983 (meters)     223.04  (feet)  COMP
 SY0509  MODELED GRAV-     980,717.7   (mgal)                       NAVD 88
 SY0509
 SY0509  VERT ORDER  -  FIRST     CLASS I
 SY0509
 SY0509.The horizontal coordinates were scaled from a topographic map and have
 SY0509.an estimated accuracy of +/- 6 seconds.
 SY0509
 SY0509.The orthometric height was determined by differential leveling
 SY0509.and adjusted by the National Geodetic Survey in June 1991..
 SY0509
 SY0509.The geoid height was determined by GEOID03.
 SY0509
 SY0509.The dynamic height is computed by dividing the NAVD 88
 SY0509.geopotential number by the normal gravity value computed on the
 SY0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0509.degrees latitude (g = 980.6199 gals.).
 SY0509
 SY0509.The modeled gravity was interpolated from observed gravity values.
 SY0509
 SY0509;                    North         East    Units  Estimated Accuracy
 SY0509;SPC WA N     -    36,350.      401,660.      MT  (+/- 180 meters Scaled)
 SY0509
 SY0509                          SUPERSEDED SURVEY CONTROL
 SY0509
 SY0509  NGVD 29 (??/??/??)   66.902  (m)          219.49   (f) ADJUSTED    1 1
 SY0509
 SY0509.Superseded values are not recommended for survey control.
 SY0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0509.See file dsdata.txt to determine how the superseded data were derived.
 SY0509
 SY0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET654410(NAD 83)
 SY0509_MARKER: DB = BENCH MARK DISK
 SY0509_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SY0509+WITH SETTING: INTO GROUND
 SY0509_STAMPING: D 462 1973
 SY0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0509+STABILITY: SURFACE MOTION
 SY0509
 SY0509  HISTORY     - Date     Condition        Report By
 SY0509  HISTORY     - 1973     MONUMENTED       NGS
 SY0509
 SY0509                          STATION DESCRIPTION
 SY0509
 SY0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0509'2.75 MI SW FROM COVINGTON.
 SY0509'2.75 MILES SOUTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0509'CROSSING OF COVINGTON WAY SE AT COVINGTON, 22 POLES EAST OF MILEPOST
 SY0509'98, AT A CUT, 14.0 FEET NORTH OF THE NORTH RAIL, 97.7 FEET
 SY0509'WEST-NORTHWEST OF SEMAPHORE 976, 65.2 FEET NORTHEAST AND ACROSS THE
 SY0509'TRACK FROM TELEPHONE POLE 17 BG, 1.5 FEET NORTH OF A 2-INCH PIPE
 SY0509'SUPPORTING A 70 SIGN, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT
 SY0509'LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 SY0509'ROD WHICH HAS A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS
 SY0509'ENCASED IN A 6-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 SY0509'SECTION 11, T 21N, R 5E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1320 ***********************************************************************
 SY1320  DESIGNATION -  D 463
 SY1320  PID         -  SY1320
 SY1320  STATE/COUNTY-  WA/MASON
 SY1320  USGS QUAD   -  SHELTON (1981)
 SY1320
 SY1320                         *CURRENT SURVEY CONTROL
 SY1320  ___________________________________________________________________
 SY1320* NAD 83(1986)-  47 07 31.     (N)    123 06 02.     (W)     SCALED    
 SY1320* NAVD 88     -        17.255  (meters)      56.61   (feet)  ADJUSTED  
 SY1320  ___________________________________________________________________
 SY1320  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SY1320  DYNAMIC HT  -          17.259 (meters)      56.62  (feet)  COMP
 SY1320  MODELED GRAV-     980,834.0   (mgal)                       NAVD 88
 SY1320
 SY1320  VERT ORDER  -  FIRST     CLASS I
 SY1320
 SY1320.The horizontal coordinates were scaled from a topographic map and have
 SY1320.an estimated accuracy of +/- 6 seconds.
 SY1320
 SY1320.The orthometric height was determined by differential leveling
 SY1320.and adjusted by the National Geodetic Survey in June 1991..
 SY1320
 SY1320.The geoid height was determined by GEOID03.
 SY1320
 SY1320.The dynamic height is computed by dividing the NAVD 88
 SY1320.geopotential number by the normal gravity value computed on the
 SY1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1320.degrees latitude (g = 980.6199 gals.).
 SY1320
 SY1320.The modeled gravity was interpolated from observed gravity values.
 SY1320
 SY1320;                    North         East    Units  Estimated Accuracy
 SY1320;SPC WA S     -   202,430.      302,720.      MT  (+/- 180 meters Scaled)
 SY1320
 SY1320                          SUPERSEDED SURVEY CONTROL
 SY1320
 SY1320  NGVD 29 (??/??/??)   16.215  (m)           53.20   (f) ADJUSTED    1 1
 SY1320
 SY1320.Superseded values are not recommended for survey control.
 SY1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1320.See file dsdata.txt to determine how the superseded data were derived.
 SY1320
 SY1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT923190(NAD 83)
 SY1320_MARKER: DB = BENCH MARK DISK
 SY1320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1320_SP_SET: ABUTMENT
 SY1320_STAMPING: D 463 1973
 SY1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1320
 SY1320  HISTORY     - Date     Condition        Report By
 SY1320  HISTORY     - 1973     MONUMENTED       NGS
 SY1320  HISTORY     - 1983     GOOD             USPSQD
 SY1320  HISTORY     - 1987     GOOD             USPSQD
 SY1320  HISTORY     - 1988     GOOD             USPSQD
 SY1320  HISTORY     - 19880302 GOOD             USPSQD
 SY1320  HISTORY     - 1989     GOOD             USPSQD
 SY1320  HISTORY     - 1990     GOOD             USPSQD
 SY1320
 SY1320                          STATION DESCRIPTION
 SY1320
 SY1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1320'6.55 MI S FROM SHELTON.
 SY1320'6.55 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 SY1320'RAILROAD AVENUE AT SHELTON, IN THE TOP AND 0.9 FOOT EAST OF THE WEST
 SY1320'END OF THE SOUTH CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER SKOOKUM
 SY1320'CREEK, 18.8 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF THE
 SY1320'HIGHWAY.  SECTION 19, T 19N, R 3W.
 SY1320
 SY1320                          STATION RECOVERY (1983)
 SY1320
 SY1320'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1320'RECOVERED IN GOOD CONDITION.
 SY1320
 SY1320                          STATION RECOVERY (1987)
 SY1320
 SY1320'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1320'RECOVERED IN GOOD CONDITION.
 SY1320
 SY1320                          STATION RECOVERY (1988)
 SY1320
 SY1320'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SY1320'RECOVERED IN GOOD CONDITION.
 SY1320
 SY1320                          STATION RECOVERY (1988)
 SY1320
 SY1320'RECOVERY NOTE BY US POWER SQUADRON 1988 (MRH)
 SY1320'RECOVERED IN GOOD CONDITION.
 SY1320
 SY1320                          STATION RECOVERY (1989)
 SY1320
 SY1320'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRH)
 SY1320'RECOVERED IN GOOD CONDITION.
 SY1320
 SY1320                          STATION RECOVERY (1990)
 SY1320
 SY1320'RECOVERY NOTE BY US POWER SQUADRON 1990 (LMC)
 SY1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1240 ***********************************************************************
 SY1240  DESIGNATION -  D 464
 SY1240  PID         -  SY1240
 SY1240  STATE/COUNTY-  WA/MASON
 SY1240  USGS QUAD   -  LILLIWAUP (1985)
 SY1240
 SY1240                         *CURRENT SURVEY CONTROL
 SY1240  ___________________________________________________________________
 SY1240* NAD 83(1986)-  47 28 51.     (N)    123 05 01.     (W)     SCALED    
 SY1240* NAVD 88     -        14.135  (meters)      46.37   (feet)  ADJUSTED  
 SY1240  ___________________________________________________________________
 SY1240  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SY1240  DYNAMIC HT  -          14.138 (meters)      46.38  (feet)  COMP
 SY1240  MODELED GRAV-     980,804.5   (mgal)                       NAVD 88
 SY1240
 SY1240  VERT ORDER  -  FIRST     CLASS I
 SY1240
 SY1240.The horizontal coordinates were scaled from a topographic map and have
 SY1240.an estimated accuracy of +/- 6 seconds.
 SY1240
 SY1240.The orthometric height was determined by differential leveling
 SY1240.and adjusted by the National Geodetic Survey in June 1991..
 SY1240
 SY1240.The geoid height was determined by GEOID03.
 SY1240
 SY1240.The dynamic height is computed by dividing the NAVD 88
 SY1240.geopotential number by the normal gravity value computed on the
 SY1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1240.degrees latitude (g = 980.6199 gals.).
 SY1240
 SY1240.The modeled gravity was interpolated from observed gravity values.
 SY1240
 SY1240;                    North         East    Units  Estimated Accuracy
 SY1240;SPC WA S     -   241,900.      305,300.      MT  (+/- 180 meters Scaled)
 SY1240
 SY1240                          SUPERSEDED SURVEY CONTROL
 SY1240
 SY1240  NGVD 29 (??/??/??)   13.062  (m)           42.85   (f) ADJUSTED    1 1
 SY1240
 SY1240.Superseded values are not recommended for survey control.
 SY1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1240.See file dsdata.txt to determine how the superseded data were derived.
 SY1240
 SY1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT937586(NAD 83)
 SY1240_MARKER: DB = BENCH MARK DISK
 SY1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1240_STAMPING: D 464 1973
 SY1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1240+STABILITY: SURFACE MOTION
 SY1240
 SY1240  HISTORY     - Date     Condition        Report By
 SY1240  HISTORY     - 1973     MONUMENTED       NGS
 SY1240  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SY1240
 SY1240                          STATION DESCRIPTION
 SY1240
 SY1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1240'2.2 MI NE FROM LILLIWAUP.
 SY1240'2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1240'LILLIWAUP, 0.4 MILE SOUTHWEST OF A CONCRETE BRIDGE OVER EAGLE CREEK, 1
 SY1240'POLE SOUTHWEST OF THE CROSSING OF A POWER LINE, AT THE CENTER OF A
 SY1240'LONG TURNOUT, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 SY1240'74.7 FEET SOUTHEAST AND A CROSS THE HIGHWAY FROM POWER POLE N 196 156,
 SY1240'1 FOOT SOUTHWEST OF A WHITE 8-INCH CONCRETE GUARDRAIL POST WHICH
 SY1240'PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 1.2 FEET NORTHEAST OF A
 SY1240'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 SY1240'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 17, T
 SY1240'23N, R 3W.
 SY1240
 SY1240                          STATION RECOVERY (1990)
 SY1240
 SY1240'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1064 ***********************************************************************
 SY1064  DESIGNATION -  D 465
 SY1064  PID         -  SY1064
 SY1064  STATE/COUNTY-  WA/JEFFERSON
 SY1064  USGS QUAD   -  MOUNT WALKER (1995)
 SY1064
 SY1064                         *CURRENT SURVEY CONTROL
 SY1064  ___________________________________________________________________
 SY1064* NAD 83(1986)-  47 50 59.     (N)    122 53 21.     (W)     SCALED    
 SY1064* NAVD 88     -        56.504  (meters)     185.38   (feet)  ADJUSTED  
 SY1064  ___________________________________________________________________
 SY1064  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 SY1064  DYNAMIC HT  -          56.517 (meters)     185.42  (feet)  COMP
 SY1064  MODELED GRAV-     980,843.6   (mgal)                       NAVD 88
 SY1064
 SY1064  VERT ORDER  -  FIRST     CLASS I
 SY1064
 SY1064.The horizontal coordinates were scaled from a topographic map and have
 SY1064.an estimated accuracy of +/- 6 seconds.
 SY1064
 SY1064.The orthometric height was determined by differential leveling
 SY1064.and adjusted by the National Geodetic Survey in June 1991..
 SY1064
 SY1064.The geoid height was determined by GEOID03.
 SY1064
 SY1064.The dynamic height is computed by dividing the NAVD 88
 SY1064.geopotential number by the normal gravity value computed on the
 SY1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1064.degrees latitude (g = 980.6199 gals.).
 SY1064
 SY1064.The modeled gravity was interpolated from observed gravity values.
 SY1064
 SY1064;                    North         East    Units  Estimated Accuracy
 SY1064;SPC WA N     -    96,530.      346,160.      MT  (+/- 180 meters Scaled)
 SY1064
 SY1064                          SUPERSEDED SURVEY CONTROL
 SY1064
 SY1064  NGVD 29 (??/??/??)   55.398  (m)          181.75   (f) ADJUSTED    1 1
 SY1064
 SY1064.Superseded values are not recommended for survey control.
 SY1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1064.See file dsdata.txt to determine how the superseded data were derived.
 SY1064
 SY1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET082996(NAD 83)
 SY1064_MARKER: DB = BENCH MARK DISK
 SY1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1064_STAMPING: D 465 1974
 SY1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1064+STABILITY: SURFACE MOTION
 SY1064
 SY1064  HISTORY     - Date     Condition        Report By
 SY1064  HISTORY     - 1974     MONUMENTED       NGS
 SY1064  HISTORY     - 1989     GOOD             USPSQD
 SY1064  HISTORY     - 19910615 GOOD             USPSQD
 SY1064  HISTORY     - 20040905 GOOD             USPSQD
 SY1064
 SY1064                          STATION DESCRIPTION
 SY1064
 SY1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1064'2.0 MI N FROM QUILCENE.
 SY1064'2.0 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE QUILCENE HIGH SCHOOL
 SY1064'AT QUILCENE, 0.25 MILES NORTH OF HIGHWAY MILEPOST 293, AT THE JUNCTION
 SY1064'OF LITTLE QUILCENE ROAD LEADING NORTHWEST AND AN ASPHALT ROAD LEADING
 SY1064'NORTH, AT THE WEST APEX OF A SMALL TRIANGLE FORMED BY ROADS, 35 FEET
 SY1064'WEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF THE CENTER
 SY1064'LINE OF THE ROAD LEADING NORTH, 255 FEET NORTH OF THE CENTER OF THE
 SY1064'JUNCTION OF LITTLE QUILCENE ROAD, 1 1/2 FEET SOUTH OF POWER LINE POLE
 SY1064'16-T1-9, 1.3 FEET NORTH OF A POWER LINE POLE STUB, 3.2 FEET NORTH OF A
 SY1064'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, A DISK ON THE TOP
 SY1064'OF A 5/8-INCH COPPER COATED STEEL ROAD DRIVEN TO GRADUAL REFUSAL AT A
 SY1064'DEPTH OF 18 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 SY1064'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. SECTION 11, T 27N,
 SY1064'R 2W.
 SY1064
 SY1064                          STATION RECOVERY (1989)
 SY1064
 SY1064'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1064'RECOVERED IN GOOD CONDITION.
 SY1064
 SY1064                          STATION RECOVERY (1991)
 SY1064
 SY1064'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWB)
 SY1064'RECOVERED IN GOOD CONDITION.
 SY1064
 SY1064                          STATION RECOVERY (2004)
 SY1064
 SY1064'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 SY1064'THE POLE STUB IS GONE LEAVING DEEP HOLE AS ABOVE DESCRIBED. POLE NO.
 SY1064'16-TI-9 HAS A NUMBER POLE NO.2849 AT THIS TIME.  THE CONCRETE STUB
 SY1064'WITH MARK IS NOT THERE BUT THE MARK IS APPROX. SIX(6) INCHES BELOW
 SY1064'GROUND AND ENCASED IN A TUBE MATCHING THE MARK DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0591 ***********************************************************************
 TR0591  DESIGNATION -  D 466
 TR0591  PID         -  TR0591
 TR0591  STATE/COUNTY-  WA/CLALLAM
 TR0591  USGS QUAD   -  GARDINER (1985)
 TR0591
 TR0591                         *CURRENT SURVEY CONTROL
 TR0591  ___________________________________________________________________
 TR0591* NAD 83(1986)-  48 01 39.     (N)    122 59 40.     (W)     SCALED    
 TR0591* NAVD 88     -        24.387  (meters)      80.01   (feet)  ADJUSTED  
 TR0591  ___________________________________________________________________
 TR0591  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 TR0591  DYNAMIC HT  -          24.393 (meters)      80.03  (feet)  COMP
 TR0591  MODELED GRAV-     980,849.7   (mgal)                       NAVD 88
 TR0591
 TR0591  VERT ORDER  -  FIRST     CLASS I
 TR0591
 TR0591.The horizontal coordinates were scaled from a topographic map and have
 TR0591.an estimated accuracy of +/- 6 seconds.
 TR0591
 TR0591.The orthometric height was determined by differential leveling
 TR0591.and adjusted by the National Geodetic Survey in June 1991..
 TR0591
 TR0591.The geoid height was determined by GEOID03.
 TR0591
 TR0591.The dynamic height is computed by dividing the NAVD 88
 TR0591.geopotential number by the normal gravity value computed on the
 TR0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0591.degrees latitude (g = 980.6199 gals.).
 TR0591
 TR0591.The modeled gravity was interpolated from observed gravity values.
 TR0591
 TR0591;                    North         East    Units  Estimated Accuracy
 TR0591;SPC WA N     -   116,500.      338,840.      MT  (+/- 180 meters Scaled)
 TR0591
 TR0591                          SUPERSEDED SURVEY CONTROL
 TR0591
 TR0591  NGVD 29 (??/??/??)   23.257  (m)           76.30   (f) ADJUSTED    1 1
 TR0591
 TR0591.Superseded values are not recommended for survey control.
 TR0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0591.See file dsdata.txt to determine how the superseded data were derived.
 TR0591
 TR0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU004193(NAD 83)
 TR0591_MARKER: DB = BENCH MARK DISK
 TR0591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TR0591_SP_SET: 18 FEET
 TR0591_STAMPING: D 466 1974
 TR0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0591
 TR0591  HISTORY     - Date     Condition        Report By
 TR0591  HISTORY     - 1974     MONUMENTED       NGS
 TR0591
 TR0591                          STATION DESCRIPTION
 TR0591
 TR0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0591'7.2 MI SE FROM SEQUIM.
 TR0591'7.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF SEQUIM
 TR0591'AVENUE AT SEQUIM, 0.25 MILE SOUTHWEST OF HIGHWAY MILEPOST 272, 0.2
 TR0591'MILE NORTH OF THE JUNCTION OF CHICKEN COOP ROAD, 0.1 MILE SOUTHWEST OF
 TR0591'THE JUNCTION OF A ROAD LEADING NORTHWEST ACROSS A RAILROAD, AT THE
 TR0591'SOUTHWEST END OF A LARGE TURN-OUT, 47 FEET NORTHWEST OF THE CENTER
 TR0591'LINE OF THE HIGHWAY, 92 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM
 TR0591'A POWER LINE POLE WITH A GUY POLE, 2 FEET NORTHEAST OF A POWER LINE
 TR0591'GUY POLE WITH A GUY WIRE, 2.4 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 TR0591'1/2 FOOT LOWER THAN THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH
 TR0591'COPPER COATED STEEL ROD DRIVEN TO SUDDEN REFUSAL AT A DEPTH OF 18
 TR0591'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN CONCRETE PROJECTING
 TR0591'0.1 FOOT ABOVE THE GROUND.  SECTION 12, T 29N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0806 ***********************************************************************
 TR0806  DESIGNATION -  D 467
 TR0806  PID         -  TR0806
 TR0806  STATE/COUNTY-  WA/CLALLAM
 TR0806  USGS QUAD   -  MORSE CREEK (1985)
 TR0806
 TR0806                         *CURRENT SURVEY CONTROL
 TR0806  ___________________________________________________________________
 TR0806* NAD 83(1986)-  48 06 26.     (N)    123 21 58.     (W)     SCALED    
 TR0806* NAVD 88     -        80.884  (meters)     265.37   (feet)  ADJUSTED  
 TR0806  ___________________________________________________________________
 TR0806  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 TR0806  DYNAMIC HT  -          80.904 (meters)     265.43  (feet)  COMP
 TR0806  MODELED GRAV-     980,850.8   (mgal)                       NAVD 88
 TR0806
 TR0806  VERT ORDER  -  FIRST     CLASS I
 TR0806
 TR0806.The horizontal coordinates were scaled from a topographic map and have
 TR0806.an estimated accuracy of +/- 6 seconds.
 TR0806
 TR0806.The orthometric height was determined by differential leveling
 TR0806.and adjusted by the National Geodetic Survey in June 1991..
 TR0806
 TR0806.The geoid height was determined by GEOID03.
 TR0806
 TR0806.The dynamic height is computed by dividing the NAVD 88
 TR0806.geopotential number by the normal gravity value computed on the
 TR0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0806.degrees latitude (g = 980.6199 gals.).
 TR0806
 TR0806.The modeled gravity was interpolated from observed gravity values.
 TR0806
 TR0806;                    North         East    Units  Estimated Accuracy
 TR0806;SPC WA N     -   126,210.      311,430.      MT  (+/- 180 meters Scaled)
 TR0806
 TR0806                          SUPERSEDED SURVEY CONTROL
 TR0806
 TR0806  NGVD 29 (??/??/??)   79.755  (m)          261.66   (f) ADJUSTED    1 1
 TR0806
 TR0806.Superseded values are not recommended for survey control.
 TR0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0806.See file dsdata.txt to determine how the superseded data were derived.
 TR0806
 TR0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU727282(NAD 83)
 TR0806_MARKER: DB = BENCH MARK DISK
 TR0806_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TR0806+WITH SETTING: INTO GROUND
 TR0806_STAMPING: D 467 1974
 TR0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0806+STABILITY: SURFACE MOTION
 TR0806
 TR0806  HISTORY     - Date     Condition        Report By
 TR0806  HISTORY     - 1974     MONUMENTED       NGS
 TR0806
 TR0806                          STATION DESCRIPTION
 TR0806
 TR0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0806'3.35 MI E FROM PORT ANGELES.
 TR0806'3.35 MILES EAST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF LINCOLN
 TR0806'STREET AT PORT ANGELES, 0.55 MILE SOUTHWEST OF HIGHWAY MILEPOST 252,
 TR0806'0.35 MILE SOUTHWEST OF THE JUNCTION OF COUNTY ROAD 429 LEADING NORTH,
 TR0806'AT THE SOUTHWEST END OF A CUT, AT THE JUNCTION OF AN ASPHALT DRIVE
 TR0806'LEADING NORTHWEST TO A SMALL BUSINESS BUILDING, 45 FEET NORTHWEST OF
 TR0806'THE CENTER LINE OF THE WEST BOUND HIGHWAY LANES, 76 FEET NORTHEAST OF
 TR0806'THE CENTER LINE OF THE DRIVEWAY, 59.3 FEET EAST-SOUTHEAST OF THE EAST
 TR0806'CORNER OF THE BUILDING, 15.6 FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER
 TR0806'OF A BOARD FENCE, 2 FEET NORTHEAST OF A POWER LINE POLE WITH A GUY
 TR0806'WIRE, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 7 1/2 FEET HIGHER
 TR0806'THAN THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED STEEL
 TR0806'ROAD WHICH IS 4 FEET LONG AND HAS A BASE PLATE ATTACHED.  THE UPPER
 TR0806'PORTION OF THE ROD IS ENCASED IN CONCRETE PROJECTING 0.1 FOOT ABOVE
 TR0806'THE GROUND.  SECTION 7, T 30N, R 5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0921 ***********************************************************************
 TR0921  DESIGNATION -  D 468
 TR0921  PID         -  TR0921
 TR0921  STATE/COUNTY-  WA/CLALLAM
 TR0921  USGS QUAD   -  JOYCE (1979)
 TR0921
 TR0921                         *CURRENT SURVEY CONTROL
 TR0921  ___________________________________________________________________
 TR0921* NAD 83(1986)-  48 07 39.     (N)    123 42 00.     (W)     SCALED    
 TR0921* NAVD 88     -       101.986  (meters)     334.60   (feet)  ADJUSTED  
 TR0921  ___________________________________________________________________
 TR0921  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 TR0921  DYNAMIC HT  -         102.012 (meters)     334.68  (feet)  COMP
 TR0921  MODELED GRAV-     980,867.4   (mgal)                       NAVD 88
 TR0921
 TR0921  VERT ORDER  -  FIRST     CLASS I
 TR0921
 TR0921.The horizontal coordinates were scaled from a topographic map and have
 TR0921.an estimated accuracy of +/- 6 seconds.
 TR0921
 TR0921.The orthometric height was determined by differential leveling
 TR0921.and adjusted by the National Geodetic Survey in June 1991..
 TR0921
 TR0921.The geoid height was determined by GEOID03.
 TR0921
 TR0921.The dynamic height is computed by dividing the NAVD 88
 TR0921.geopotential number by the normal gravity value computed on the
 TR0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0921.degrees latitude (g = 980.6199 gals.).
 TR0921
 TR0921.The modeled gravity was interpolated from observed gravity values.
 TR0921
 TR0921;                    North         East    Units  Estimated Accuracy
 TR0921;SPC WA N     -   129,330.      286,660.      MT  (+/- 180 meters Scaled)
 TR0921
 TR0921                          SUPERSEDED SURVEY CONTROL
 TR0921
 TR0921  NGVD 29 (??/??/92)  100.866  (m)          330.92   (f) ADJ UNCH    1 1
 TR0921
 TR0921.Superseded values are not recommended for survey control.
 TR0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0921.See file dsdata.txt to determine how the superseded data were derived.
 TR0921
 TR0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU479307(NAD 83)
 TR0921_MARKER: DB = BENCH MARK DISK
 TR0921_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TR0921+WITH SETTING: INTO GROUND
 TR0921_STAMPING: D 468 1974
 TR0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0921+STABILITY: SURFACE MOTION
 TR0921
 TR0921  HISTORY     - Date     Condition        Report By
 TR0921  HISTORY     - 1974     MONUMENTED       NGS
 TR0921  HISTORY     - 1987     GOOD             USPSQD
 TR0921  HISTORY     - 1988     GOOD             USPSQD
 TR0921  HISTORY     - 1989     GOOD             USPSQD
 TR0921  HISTORY     - 19910717 GOOD             USPSQD
 TR0921
 TR0921                          STATION DESCRIPTION
 TR0921
 TR0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0921'1.7 MI SE FROM JOYCE.
 TR0921'ABOUT 1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 112 FROM THE JUCTION OF
 TR0921'AGATE BEACH ROAD AT JOYCE, 0.35 MILE WEST OF HIGHWAY MILEPOST 53, AT
 TR0921'THE JUNCTION OF DEMPSEY ROAD LEADING SOUTH, 54 FEET SOUTH OF THE
 TR0921'CENTER LINE OF THE HIGHWAY, 29 1/2 FEET EAST OF THE CENTER LINE OF
 TR0921'ROAD, 125 FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE NORTHEAST
 TR0921'CORNER OF A HOUSE, 71 FEET NORTHEAST OF AND ACROSS THE ROAD FROM
 TR0921'TELEPHONE POLE 31 CG 271 S1, 32 FEET SOUTH OF A FENCE CORNER POST, 2
 TR0921'FEET SOUTH OF A POWER LINE POLE, 2 FEET WEST OF THE FENCE LINE, 1.3
 TR0921'FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 TR0921'THE HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED
 TR0921'STEEL ROD WITH BASE PLATE ATTACHED.  THE DISK IS FLUSH WITH THE GROUND
 TR0921'AND PROTECTED BY A 4-INCH PIPE REINFORCED WITH CONCRETE NEAR THE TOP.
 TR0921'SEC. 4 T 30 N R 8W.
 TR0921
 TR0921                          STATION RECOVERY (1987)
 TR0921
 TR0921'RECOVERY NOTE BY US POWER SQUADRON 1987 (PES)
 TR0921'RECOVERED IN GOOD CONDITION.
 TR0921
 TR0921                          STATION RECOVERY (1988)
 TR0921
 TR0921'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWB)
 TR0921'RECOVERED IN GOOD CONDITION.
 TR0921
 TR0921                          STATION RECOVERY (1989)
 TR0921
 TR0921'RECOVERY NOTE BY US POWER SQUADRON 1989 (PES)
 TR0921'RECOVERED IN GOOD CONDITION.
 TR0921
 TR0921                          STATION RECOVERY (1991)
 TR0921
 TR0921'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0069 ***********************************************************************
 TS0069  DESIGNATION -  D 469
 TS0069  PID         -  TS0069
 TS0069  STATE/COUNTY-  WA/CLALLAM
 TS0069  USGS QUAD   -  PYSHT (1984)
 TS0069
 TS0069                         *CURRENT SURVEY CONTROL
 TS0069  ___________________________________________________________________
 TS0069* NAD 83(1986)-  48 10 30.     (N)    124 03 00.     (W)     SCALED    
 TS0069* NAVD 88     -        63.678  (meters)     208.92   (feet)  ADJUSTED  
 TS0069  ___________________________________________________________________
 TS0069  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 TS0069  DYNAMIC HT  -          63.694 (meters)     208.97  (feet)  COMP
 TS0069  MODELED GRAV-     980,864.8   (mgal)                       NAVD 88
 TS0069
 TS0069  VERT ORDER  -  FIRST     CLASS I
 TS0069
 TS0069.The horizontal coordinates were scaled from a topographic map and have
 TS0069.an estimated accuracy of +/- 6 seconds.
 TS0069
 TS0069.The orthometric height was determined by differential leveling
 TS0069.and adjusted by the National Geodetic Survey in June 1991..
 TS0069
 TS0069.The geoid height was determined by GEOID03.
 TS0069
 TS0069.The dynamic height is computed by dividing the NAVD 88
 TS0069.geopotential number by the normal gravity value computed on the
 TS0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0069.degrees latitude (g = 980.6199 gals.).
 TS0069
 TS0069.The modeled gravity was interpolated from observed gravity values.
 TS0069
 TS0069;                    North         East    Units  Estimated Accuracy
 TS0069;SPC WA N     -   135,640.      260,850.      MT  (+/- 180 meters Scaled)
 TS0069
 TS0069                          SUPERSEDED SURVEY CONTROL
 TS0069
 TS0069  NGVD 29 (??/??/92)   62.558  (m)          205.24   (f) ADJ UNCH    1 1
 TS0069
 TS0069.Superseded values are not recommended for survey control.
 TS0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0069.See file dsdata.txt to determine how the superseded data were derived.
 TS0069
 TS0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU219362(NAD 83)
 TS0069_MARKER: DB = BENCH MARK DISK
 TS0069_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TS0069+WITH SETTING: INTO GROUND
 TS0069_STAMPING: D 469 1974
 TS0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0069+STABILITY: SURFACE MOTION
 TS0069
 TS0069  HISTORY     - Date     Condition        Report By
 TS0069  HISTORY     - 1974     MONUMENTED       NGS
 TS0069  HISTORY     - 1979     GOOD             NGS
 TS0069
 TS0069                          STATION DESCRIPTION
 TS0069
 TS0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0069'4.95 MI E FROM PYSHT.
 TS0069'ABOUT 4.95 MILES EAST ALONG STATE HIGHWAY 112 FROM THE ROAD JUNCTION
 TS0069'AT PYSHT, AT THE JUNCTION OF A TRACK ROAD LEADING NORTH, 11 POLES WEST
 TS0069'OF HIGHWAY MILEPOST 34, 20 FEET NORTHEAST OF THE CENTER LINE OF THE
 TS0069'HIGHWAY, 15 FEET NORTHWEST OF THE CENTER LINE OF ROAD LEADING NORTH, 2
 TS0069'1/2 FEET NORTHWEST OF TELEPHONE POLE 970, 1.2 FEET SOUTHEAST OF A
 TS0069'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 TS0069'AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD
 TS0069'WITH BASE PLATE ATTACHED.  THE DISK IS FLUSH WITH THE GROUND AND IS
 TS0069'PROTECTED BY A 4-INCH PLASTIC PIPE WHICH PROJECTS 0.2 FOOT AND IS
 TS0069'REINFORCED WITH CONCRETE NEAR THE SURFACE.  SEC. 24 T 31N R 11W.
 TS0069
 TS0069                          STATION RECOVERY (1979)
 TS0069
 TS0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TS0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0349 ***********************************************************************
 TS0349  DESIGNATION -  D 469 RESET
 TS0349  PID         -  TS0349
 TS0349  STATE/COUNTY-  WA/CLALLAM
 TS0349  USGS QUAD   -  PYSHT (1984)
 TS0349
 TS0349                         *CURRENT SURVEY CONTROL
 TS0349  ___________________________________________________________________
 TS0349* NAD 83(1986)-  48 10 30.     (N)    124 03 00.     (W)     SCALED    
 TS0349* NAVD 88     -        62.92   (meters)     206.4    (feet)  RESET     
 TS0349  ___________________________________________________________________
 TS0349  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 TS0349
 TS0349  VERT ORDER  -  THIRD
 TS0349
 TS0349.The horizontal coordinates were scaled from a topographic map and have
 TS0349.an estimated accuracy of +/- 6 seconds.
 TS0349
 TS0349.The orthometric height was computed from unverified reset data.
 TS0349
 TS0349.The geoid height was determined by GEOID03.
 TS0349
 TS0349;                    North         East    Units  Estimated Accuracy
 TS0349;SPC WA N     -   135,640.      260,850.      MT  (+/- 180 meters Scaled)
 TS0349
 TS0349                          SUPERSEDED SURVEY CONTROL
 TS0349
 TS0349  NGVD 29 (12/17/02)   61.80   (m)          202.8    (f) RESET       3  
 TS0349
 TS0349.Superseded values are not recommended for survey control.
 TS0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0349.See file dsdata.txt to determine how the superseded data were derived.
 TS0349
 TS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU219362(NAD 83)
 TS0349_MARKER: DV = VERTICAL CONTROL DISK
 TS0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TS0349_SP_SET: CONCRETE POST
 TS0349_STAMPING: D 469 RESET 1979
 TS0349_MARK LOGO: NGS   
 TS0349_MAGNETIC: N = NO MAGNETIC MATERIAL
 TS0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0349+STABILITY: SURFACE MOTION
 TS0349
 TS0349  HISTORY     - Date     Condition        Report By
 TS0349  HISTORY     - 1979     MONUMENTED       NGS
 TS0349
 TS0349                          STATION DESCRIPTION
 TS0349
 TS0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TS0349'5.0 MILES (8.0 KM) EAST ALONG STATE HIGHWAY 112 FROM THE INTERSECTION
 TS0349'IN PYSHT, AT THE JUNCTION OF A TRACK ROAD NORTH, 11 POLES WEST OF
 TS0349'MILEPOST 34, 33 FEET (10.1 M) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 TS0349'26 FEET (7.9 M) WEST OF THE CENTER OF A WOODS ROAD NORTH, SET IN THE
 TS0349'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0001 ***********************************************************************
 SA0001  DESIGNATION -  D 47
 SA0001  PID         -  SA0001
 SA0001  STATE/COUNTY-  WA/WHITMAN
 SA0001  USGS QUAD   -  HOOPER LAKE (1981)
 SA0001
 SA0001                         *CURRENT SURVEY CONTROL
 SA0001  ___________________________________________________________________
 SA0001* NAD 83(1986)-  46 38 57.     (N)    118 01 37.     (W)     SCALED    
 SA0001* NAVD 88     -       255.693  (meters)     838.89   (feet)  ADJUSTED  
 SA0001  ___________________________________________________________________
 SA0001  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 SA0001  DYNAMIC HT  -         255.692 (meters)     838.88  (feet)  COMP
 SA0001  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 SA0001
 SA0001  VERT ORDER  -  SECOND    CLASS 0
 SA0001
 SA0001.The horizontal coordinates were scaled from a topographic map and have
 SA0001.an estimated accuracy of +/- 6 seconds.
 SA0001
 SA0001.The orthometric height was determined by differential leveling
 SA0001.and adjusted by the National Geodetic Survey in June 1991..
 SA0001
 SA0001.The geoid height was determined by GEOID03.
 SA0001
 SA0001.The dynamic height is computed by dividing the NAVD 88
 SA0001.geopotential number by the normal gravity value computed on the
 SA0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0001.degrees latitude (g = 980.6199 gals.).
 SA0001
 SA0001.The modeled gravity was interpolated from observed gravity values.
 SA0001
 SA0001;                    North         East    Units  Estimated Accuracy
 SA0001;SPC WA S     -   149,220.      689,270.      MT  (+/- 180 meters Scaled)
 SA0001
 SA0001                          SUPERSEDED SURVEY CONTROL
 SA0001
 SA0001  NGVD 29 (??/??/92)  254.716  (m)          835.68   (f) ADJ UNCH    2 0
 SA0001
 SA0001.Superseded values are not recommended for survey control.
 SA0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0001.See file dsdata.txt to determine how the superseded data were derived.
 SA0001
 SA0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM214666(NAD 83)
 SA0001_MARKER: DB = BENCH MARK DISK
 SA0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0001_SP_SET: ABUTMENT
 SA0001_STAMPING: D 47 1934
 SA0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0001
 SA0001  HISTORY     - Date     Condition        Report By
 SA0001  HISTORY     - 1934     MONUMENTED       CGS
 SA0001
 SA0001                          STATION DESCRIPTION
 SA0001
 SA0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SA0001'2.1 MI N FROM CANYON.
 SA0001'2.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 SA0001'CANYON, 96 YARDS NORTHEAST OF MILEPOST 24, AT BRIDGE 24.05 OVER A
 SA0001'COUNTY ROAD, IN THE TOP OF THE SOUTHWEST ABUTMENT, 2-1/2 FEET EAST OF
 SA0001'THE WEST EDGE, AND 9 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0138 ***********************************************************************
 TS0138  DESIGNATION -  D 470
 TS0138  PID         -  TS0138
 TS0138  STATE/COUNTY-  WA/CLALLAM
 TS0138  USGS QUAD   -  NEAH BAY (1984)
 TS0138
 TS0138                         *CURRENT SURVEY CONTROL
 TS0138  ___________________________________________________________________
 TS0138* NAD 83(1986)-  48 20 57.     (N)    124 32 23.     (W)     SCALED    
 TS0138* NAVD 88     -        20.319  (meters)      66.66   (feet)  ADJUSTED  
 TS0138  ___________________________________________________________________
 TS0138  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 TS0138  DYNAMIC HT  -          20.325 (meters)      66.68  (feet)  COMP
 TS0138  MODELED GRAV-     980,905.3   (mgal)                       NAVD 88
 TS0138
 TS0138  VERT ORDER  -  FIRST     CLASS I
 TS0138
 TS0138.The horizontal coordinates were scaled from a topographic map and have
 TS0138.an estimated accuracy of +/- 6 seconds.
 TS0138
 TS0138.The orthometric height was determined by differential leveling
 TS0138.and adjusted by the National Geodetic Survey in June 1991..
 TS0138
 TS0138.The geoid height was determined by GEOID03.
 TS0138
 TS0138.The dynamic height is computed by dividing the NAVD 88
 TS0138.geopotential number by the normal gravity value computed on the
 TS0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0138.degrees latitude (g = 980.6199 gals.).
 TS0138
 TS0138.The modeled gravity was interpolated from observed gravity values.
 TS0138
 TS0138;                    North         East    Units  Estimated Accuracy
 TS0138;SPC WA N     -   156,620.      225,400.      MT  (+/- 180 meters Scaled)
 TS0138
 TS0138                          SUPERSEDED SURVEY CONTROL
 TS0138
 TS0138  NGVD 29 (??/??/92)   19.184  (m)           62.94   (f) ADJ UNCH    1 1
 TS0138
 TS0138.Superseded values are not recommended for survey control.
 TS0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0138.See file dsdata.txt to determine how the superseded data were derived.
 TS0138
 TS0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU859562(NAD 83)
 TS0138_MARKER: DB = BENCH MARK DISK
 TS0138_SETTING: 66 = SET IN ROCK OUTCROP
 TS0138_SP_SET: SANDSTONE CUT
 TS0138_STAMPING: D 470 1974
 TS0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TS0138+STABILITY: POSITION/ELEVATION WELL
 TS0138
 TS0138  HISTORY     - Date     Condition        Report By
 TS0138  HISTORY     - 1974     MONUMENTED       NGS
 TS0138
 TS0138                          STATION DESCRIPTION
 TS0138
 TS0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0138'4.55 MI SE FROM NEAH BAY.
 TS0138'ABOUT 4.55 MILES SOUTHEAST ALONG BAYVIEW AVENUE AND STATE HIGHWAY 112
 TS0138'FROM THE POST OFFICE AT NEAH BAY, 3 POLES SOUTHEAST OF HIGHWAY
 TS0138'MILEPOST 1, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 TS0138'VERTICALLY IN THE NORTHEAST FACE OF A LONG SANDSTONE CUT, 51 FEET
 TS0138'SOUTH OF AND ACROSS THE HIGHWAY FROM THE 3RD TELEPHONE POLE SOUTHEAST
 TS0138'OF THE HIGHWAY MILEPOST, 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND
 TS0138'ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 20, T 33N, R
 TS0138'14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0784 ***********************************************************************
 TR0784  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0784  DESIGNATION -  D 471
 TR0784  PID         -  TR0784
 TR0784  STATE/COUNTY-  WA/CLALLAM
 TR0784  USGS QUAD   -  EDIZ HOOK (1978)
 TR0784
 TR0784                         *CURRENT SURVEY CONTROL
 TR0784  ___________________________________________________________________
 TR0784* NAD 83(1986)-  48 08 25.     (N)    123 24 37.     (W)     SCALED    
 TR0784* NAVD 88     -         3.758  (meters)      12.33   (feet)  ADJUSTED  
 TR0784  ___________________________________________________________________
 TR0784  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 TR0784  DYNAMIC HT  -           3.759 (meters)      12.33  (feet)  COMP
 TR0784  MODELED GRAV-     980,883.9   (mgal)                       NAVD 88
 TR0784
 TR0784  VERT ORDER  -  FIRST     CLASS I
 TR0784
 TR0784.This mark is at Port Angeles Cgas Airport (NOW)
 TR0784
 TR0784.The horizontal coordinates were scaled from a topographic map and have
 TR0784.an estimated accuracy of +/- 6 seconds.
 TR0784
 TR0784.The orthometric height was determined by differential leveling
 TR0784.and adjusted by the National Geodetic Survey in June 1991..
 TR0784
 TR0784.This Tidal Bench Mark is designated as VM 9026
 TR0784.by the Center for Operational Oceanographic Products and Services.
 TR0784
 TR0784.The geoid height was determined by GEOID03.
 TR0784
 TR0784.The dynamic height is computed by dividing the NAVD 88
 TR0784.geopotential number by the normal gravity value computed on the
 TR0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0784.degrees latitude (g = 980.6199 gals.).
 TR0784
 TR0784.The modeled gravity was interpolated from observed gravity values.
 TR0784
 TR0784;                    North         East    Units  Estimated Accuracy
 TR0784;SPC WA N     -   129,990.      308,260.      MT  (+/- 180 meters Scaled)
 TR0784
 TR0784                          SUPERSEDED SURVEY CONTROL
 TR0784
 TR0784  NGVD 29 (??/??/92)    2.632  (m)            8.64   (f) ADJ UNCH    1 1
 TR0784
 TR0784.Superseded values are not recommended for survey control.
 TR0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0784.See file dsdata.txt to determine how the superseded data were derived.
 TR0784
 TR0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU694319(NAD 83)
 TR0784_MARKER: DV = VERTICAL CONTROL DISK
 TR0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0784_SP_SET: BUILDING FOUNDATION
 TR0784_STAMPING: D 471 1974
 TR0784_MARK LOGO: NGS   
 TR0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0784
 TR0784  HISTORY     - Date     Condition        Report By
 TR0784  HISTORY     - 1974     MONUMENTED       NGS
 TR0784  HISTORY     - 19870716 GOOD             NGS
 TR0784  HISTORY     - 1989     GOOD             USPSQD
 TR0784  HISTORY     - 19910717 GOOD             USPSQD
 TR0784
 TR0784                          STATION DESCRIPTION
 TR0784
 TR0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0784'IN PORT ANGELES.
 TR0784'AT PORT ANGELES, ABOUT 1.3 MILES NORTHWEST ALONG MARINE DRIVE FROM THE
 TR0784'JUNCTION OF TUMWATER STREET, THENCE ABOUT 2.65 MILES EAST ALONG A
 TR0784'PAVED ROAD ON EDIZ HOOK, AT THE U. S. COAST GUARD AIR STATION ON EDIZ
 TR0784'HOOK, 0.05 MILE EAST OF THE ADMINISTRATION BUILDING, SET VERTICALLY IN
 TR0784'THE CONCRETE FOUNDATION FOR THE NORTHWEST WALL OF HANGAR, 0.5 FOOT
 TR0784'NORTHEAST OF THE WEST CORNER OF HANGAR, 17.6 FEET NORTHWEST OF THE
 TR0784'NORTHWEST EDGE OF SOUTHWEST ENTRANCE DOOR TO HANGAR, AND 1 1/2 FEET
 TR0784'ABOVE THE LEVEL OF THE GROUND.
 TR0784
 TR0784                          STATION RECOVERY (1987)
 TR0784
 TR0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 TR0784'RECOVERED IN GOOD CONDITION.
 TR0784
 TR0784                          STATION RECOVERY (1989)
 TR0784
 TR0784'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLS)
 TR0784'RECOVERED IN GOOD CONDITION.
 TR0784
 TR0784                          STATION RECOVERY (1991)
 TR0784
 TR0784'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0010 ***********************************************************************
 TS0010  DESIGNATION -  D 472
 TS0010  PID         -  TS0010
 TS0010  STATE/COUNTY-  WA/CLALLAM
 TS0010  USGS QUAD   -  LAKE PLEASANT (1984)
 TS0010
 TS0010                         *CURRENT SURVEY CONTROL
 TS0010  ___________________________________________________________________
 TS0010* NAD 83(1986)-  48 03 22.     (N)    124 20 52.     (W)     SCALED    
 TS0010* NAVD 88     -       124.325  (meters)     407.89   (feet)  ADJUSTED  
 TS0010  ___________________________________________________________________
 TS0010  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 TS0010  DYNAMIC HT  -         124.350 (meters)     407.97  (feet)  COMP
 TS0010  MODELED GRAV-     980,807.4   (mgal)                       NAVD 88
 TS0010
 TS0010  VERT ORDER  -  FIRST     CLASS I
 TS0010
 TS0010.The horizontal coordinates were scaled from a topographic map and have
 TS0010.an estimated accuracy of +/- 6 seconds.
 TS0010
 TS0010.The orthometric height was determined by differential leveling
 TS0010.and adjusted by the National Geodetic Survey in June 1991..
 TS0010
 TS0010.The geoid height was determined by GEOID03.
 TS0010
 TS0010.The dynamic height is computed by dividing the NAVD 88
 TS0010.geopotential number by the normal gravity value computed on the
 TS0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0010.degrees latitude (g = 980.6199 gals.).
 TS0010
 TS0010.The modeled gravity was interpolated from observed gravity values.
 TS0010
 TS0010;                    North         East    Units  Estimated Accuracy
 TS0010;SPC WA N     -   123,400.      238,120.      MT  (+/- 180 meters Scaled)
 TS0010
 TS0010                          SUPERSEDED SURVEY CONTROL
 TS0010
 TS0010  NGVD 29 (??/??/92)  123.217  (m)          404.25   (f) ADJ UNCH    1 1
 TS0010
 TS0010.Superseded values are not recommended for survey control.
 TS0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0010.See file dsdata.txt to determine how the superseded data were derived.
 TS0010
 TS0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU995234(NAD 83)
 TS0010_MARKER: DB = BENCH MARK DISK
 TS0010_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TS0010+WITH SETTING: INTO GROUND
 TS0010_STAMPING: D 472 1974
 TS0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0010+STABILITY: SURFACE MOTION
 TS0010
 TS0010  HISTORY     - Date     Condition        Report By
 TS0010  HISTORY     - 1974     MONUMENTED       NGS
 TS0010
 TS0010                          STATION DESCRIPTION
 TS0010
 TS0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0010'3.6 MI SW FROM SAPPHO.
 TS0010'ABOUT 3.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 101 FROM THE JUNCTION OF
 TS0010'BURNT MOUNTAIN ROAD AT SAPPHO, 0.05 MILE WEST OF THE JUNCTION OF LAKE
 TS0010'PLEASANT ROAD, AT THE POST OFFICE IN THE SMALL COMMUNITY OF BEAVER, 59
 TS0010'1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3.2 FEET WEST OF THE
 TS0010'SOUTHWEST CORNER OF POST OFFICE BUILDING, 3.1 FEET EAST OF STEEL
 TS0010'FLAGPOLE, AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED
 TS0010'STEEL ROD WITH BASE PLATE ATTACHED.  THE DISK IS 0.1 FOOT BELOW THE
 TS0010'SURFACE OF THE GROUND AND IS PROTECTED BY A 4-INCH METAL PIPE THAT IS
 TS0010'FLUSH WITH THE GROUND AND REINFORCED WITH CONCRETE NEAR THE SURFACE.
 TS0010'SECTION 34, T 30N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0193 ***********************************************************************
 SD0193  DESIGNATION -  D 473
 SD0193  PID         -  SD0193
 SD0193  STATE/COUNTY-  WA/JEFFERSON
 SD0193  USGS QUAD   -  ANDERSON CREEK (1982)
 SD0193
 SD0193                         *CURRENT SURVEY CONTROL
 SD0193  ___________________________________________________________________
 SD0193* NAD 83(1986)-  47 51 35.     (N)    124 19 41.     (W)     SCALED    
 SD0193* NAVD 88     -       174.250  (meters)     571.69   (feet)  ADJUSTED  
 SD0193  ___________________________________________________________________
 SD0193  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SD0193  DYNAMIC HT  -         174.279 (meters)     571.78  (feet)  COMP
 SD0193  MODELED GRAV-     980,774.3   (mgal)                       NAVD 88
 SD0193
 SD0193  VERT ORDER  -  FIRST     CLASS I
 SD0193
 SD0193.The horizontal coordinates were scaled from a topographic map and have
 SD0193.an estimated accuracy of +/- 6 seconds.
 SD0193
 SD0193.The orthometric height was determined by differential leveling
 SD0193.and adjusted by the National Geodetic Survey in June 1991..
 SD0193
 SD0193.The geoid height was determined by GEOID03.
 SD0193
 SD0193.The dynamic height is computed by dividing the NAVD 88
 SD0193.geopotential number by the normal gravity value computed on the
 SD0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0193.degrees latitude (g = 980.6199 gals.).
 SD0193
 SD0193.The modeled gravity was interpolated from observed gravity values.
 SD0193
 SD0193;                    North         East    Units  Estimated Accuracy
 SD0193;SPC WA N     -   101,520.      238,600.      MT  (+/- 180 meters Scaled)
 SD0193
 SD0193                          SUPERSEDED SURVEY CONTROL
 SD0193
 SD0193  NGVD 29 (??/??/92)  173.165  (m)          568.13   (f) ADJ UNCH    1 1
 SD0193
 SD0193.Superseded values are not recommended for survey control.
 SD0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0193.See file dsdata.txt to determine how the superseded data were derived.
 SD0193
 SD0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDU006015(NAD 83)
 SD0193_MARKER: DB = BENCH MARK DISK
 SD0193_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0193+WITH SETTING: INTO GROUND
 SD0193_STAMPING: D 473 1974
 SD0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0193+STABILITY: SURFACE MOTION
 SD0193
 SD0193  HISTORY     - Date     Condition        Report By
 SD0193  HISTORY     - 1974     MONUMENTED       NGS
 SD0193
 SD0193                          STATION DESCRIPTION
 SD0193
 SD0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0193'8.95 MI SE FROM FORKS.
 SD0193'ABOUT 8.95 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SD0193'THE JUNCTION OF DIVISION STREET AT FORKS, 0.45 MILE SOUTHEAST OF
 SD0193'HIGHWAY MILEPOST 183, AT THE JUNCTION OF SHORT ROAD LEADING SOUTH,
 SD0193'ABOUT MIDWAY BETWEEN CURVES, 31 FEET SOUTH OF THE CENTER LINE OF THE
 SD0193'HIGHWAY, 95 FEET WEST OF THE CENTER LINE OF ROAD SOUTH, 387.5 FEET
 SD0193'EAST OF THE CENTER OF SOUTH END OF A 24-INCH PIPE CULVERT, 2 FEET WEST
 SD0193'OF A POWER LINE POLE, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 SD0193'IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD WITH
 SD0193'BASE PLATE ATTACHED.  THE DISK IS 0.2 FOOT BELOW THE SURFACE OF THE
 SD0193'GROUND AND IS PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND
 SD0193'AND REINFORCED WITH CONCRETE NEAR THE SURFACE. SECTION 12, T 27N, R
 SD0193'13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0208 ***********************************************************************
 SD0208  DESIGNATION -  D 474
 SD0208  PID         -  SD0208
 SD0208  STATE/COUNTY-  WA/JEFFERSON
 SD0208  USGS QUAD   -  ANDERSON CREEK (1982)
 SD0208
 SD0208                         *CURRENT SURVEY CONTROL
 SD0208  ___________________________________________________________________
 SD0208* NAD 83(1986)-  47 46 28.     (N)    124 17 03.     (W)     SCALED    
 SD0208* NAVD 88     -        43.644  (meters)     143.19   (feet)  ADJUSTED  
 SD0208  ___________________________________________________________________
 SD0208  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 SD0208  DYNAMIC HT  -          43.651 (meters)     143.21  (feet)  COMP
 SD0208  MODELED GRAV-     980,786.8   (mgal)                       NAVD 88
 SD0208
 SD0208  VERT ORDER  -  FIRST     CLASS I
 SD0208
 SD0208.The horizontal coordinates were scaled from a topographic map and have
 SD0208.an estimated accuracy of +/- 6 seconds.
 SD0208
 SD0208.The orthometric height was determined by differential leveling
 SD0208.and adjusted by the National Geodetic Survey in June 1991..
 SD0208
 SD0208.The geoid height was determined by GEOID03.
 SD0208
 SD0208.The dynamic height is computed by dividing the NAVD 88
 SD0208.geopotential number by the normal gravity value computed on the
 SD0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0208.degrees latitude (g = 980.6199 gals.).
 SD0208
 SD0208.The modeled gravity was interpolated from observed gravity values.
 SD0208
 SD0208;                    North         East    Units  Estimated Accuracy
 SD0208;SPC WA N     -    91,900.      241,460.      MT  (+/- 180 meters Scaled)
 SD0208
 SD0208                          SUPERSEDED SURVEY CONTROL
 SD0208
 SD0208  NGVD 29 (??/??/92)   42.566  (m)          139.65   (f) ADJ UNCH    1 1
 SD0208
 SD0208.Superseded values are not recommended for survey control.
 SD0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0208.See file dsdata.txt to determine how the superseded data were derived.
 SD0208
 SD0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT037920(NAD 83)
 SD0208_MARKER: DV = VERTICAL CONTROL DISK
 SD0208_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0208+WITH SETTING: INTO GROUND
 SD0208_STAMPING: D 474 1974
 SD0208_MARK LOGO: NGS   
 SD0208_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SD0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0208+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1995
 SD0208
 SD0208  HISTORY     - Date     Condition        Report By
 SD0208  HISTORY     - 1974     MONUMENTED       NGS
 SD0208  HISTORY     - 19950907 GOOD             WADT
 SD0208
 SD0208                          STATION DESCRIPTION
 SD0208
 SD0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0208'18.6 MI SE FROM FORKS.
 SD0208'ABOUT 18.6 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SD0208'THE JUNCTION OF DIVISION STREET AT FORKS, 0.05 MILE (1 POLE) SOUTHWEST
 SD0208'OF HIGHWAY MILEPOST 173, 31 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 SD0208'THE HIGHWAY, 11.5 FEET SOUTHEAST OF THE CENTER OF THE SOUTHEAST END OF
 SD0208'A 24-INCH CONCRETE PIPE CULVERT, 1 1/2 FEET NORTHEAST OF A POWER LINE
 SD0208'POLE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 SD0208'BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT LENGTH
 SD0208'OF COPPER COATED STEEL ROD WITH BASE PLATE ATTACHED. THE DISK IS FLUSH
 SD0208'WITH THE GROUND AND IS PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS
 SD0208'FLUSH WITH THE GROUND AND REINFORCED WITH CONCRETE NEAR THE SURFACE.
 SD0208'SECTION 8, T 26N, R 12W.
 SD0208
 SD0208                          STATION RECOVERY (1995)
 SD0208
 SD0208'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SD0208'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0236 ***********************************************************************
 SD0236  DESIGNATION -  D 475
 SD0236  PID         -  SD0236
 SD0236  STATE/COUNTY-  WA/JEFFERSON
 SD0236  USGS QUAD   -  QUEETS (1982)
 SD0236
 SD0236                         *CURRENT SURVEY CONTROL
 SD0236  ___________________________________________________________________
 SD0236* NAD 83(1986)-  47 36 05.     (N)    124 22 11.     (W)     SCALED    
 SD0236* NAVD 88     -        13.714  (meters)      44.99   (feet)  ADJUSTED  
 SD0236  ___________________________________________________________________
 SD0236  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SD0236  DYNAMIC HT  -          13.717 (meters)      45.00  (feet)  COMP
 SD0236  MODELED GRAV-     980,807.5   (mgal)                       NAVD 88
 SD0236
 SD0236  VERT ORDER  -  FIRST     CLASS I
 SD0236
 SD0236.The horizontal coordinates were scaled from a topographic map and have
 SD0236.an estimated accuracy of +/- 6 seconds.
 SD0236
 SD0236.The orthometric height was determined by differential leveling
 SD0236.and adjusted by the National Geodetic Survey in June 1991..
 SD0236
 SD0236.The geoid height was determined by GEOID03.
 SD0236
 SD0236.The dynamic height is computed by dividing the NAVD 88
 SD0236.geopotential number by the normal gravity value computed on the
 SD0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0236.degrees latitude (g = 980.6199 gals.).
 SD0236
 SD0236.The modeled gravity was interpolated from observed gravity values.
 SD0236
 SD0236;                    North         East    Units  Estimated Accuracy
 SD0236;SPC WA N     -    72,970.      234,170.      MT  (+/- 180 meters Scaled)
 SD0236
 SD0236                          SUPERSEDED SURVEY CONTROL
 SD0236
 SD0236  NGVD 29 (??/??/92)   12.658  (m)           41.53   (f) ADJ UNCH    1 1
 SD0236
 SD0236.Superseded values are not recommended for survey control.
 SD0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0236.See file dsdata.txt to determine how the superseded data were derived.
 SD0236
 SD0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT970729(NAD 83)
 SD0236_MARKER: DB = BENCH MARK DISK
 SD0236_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0236+WITH SETTING: INTO GROUND
 SD0236_STAMPING: D 475 1974
 SD0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0236+STABILITY: SURFACE MOTION
 SD0236
 SD0236  HISTORY     - Date     Condition        Report By
 SD0236  HISTORY     - 1974     MONUMENTED       NGS
 SD0236
 SD0236                          STATION DESCRIPTION
 SD0236
 SD0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0236'4.85 MI N FROM QUEETS.
 SD0236'ABOUT 4.85 MILES NORTH ALONG U. S. HIGHWAY 101 FROM THE INTERSECTION
 SD0236'OF QUEETS AVENUE AT QUEETS, AT THE SOUTH END OF PARKING AREA FOR
 SD0236'KALALOCH RANGER STATION INFORMATION CENTER, 35 1/2 FEET EAST OF THE
 SD0236'CENTER LINE OF THE HIGHWAY, 39 1/2 FEET SOUTHEAST OF THE CENTER OF
 SD0236'JUNCTION OF ASPHALT APPROACH ROAD LEADING NORTHEAST, 234.3 FEET
 SD0236'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF INFORMATION BUILDING, 13.0
 SD0236'FEET EAST OF THE CENTER OF STEEL GRATE MANHOLE COVER, 11.9 FEET EAST
 SD0236'OF THE EST EDGE OF CONCRETE CURB, 7.6 FEET EAST OF THE EAST SUPPORT
 SD0236'POST FOR KALALOCH CAMPGROUND 0.7 MILE SIGN, 1.4 FEET SOUTH OF A METAL
 SD0236'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IS A
 SD0236'DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD WITH BASE
 SD0236'PLATE ATTACHED.  THE DISK IS 0.3 FOOT BELOW THE LEVEL OF THE GROUND
 SD0236'AND IS PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE
 SD0236'GROUND AND REINFORCED WITH CONCRETE NEAR THE SURFACE.  SECTION 9, T
 SD0236'24N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1513 ***********************************************************************
 SY1513  DESIGNATION -  D 476
 SY1513  PID         -  SY1513
 SY1513  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1513  USGS QUAD   -  LAKE QUINAULT WEST (1995)
 SY1513
 SY1513                         *CURRENT SURVEY CONTROL
 SY1513  ___________________________________________________________________
 SY1513* NAD 83(1986)-  47 28 37.     (N)    123 59 49.     (W)     SCALED    
 SY1513* NAVD 88     -       152.574  (meters)     500.57   (feet)  ADJUSTED  
 SY1513  ___________________________________________________________________
 SY1513  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SY1513  DYNAMIC HT  -         152.597 (meters)     500.65  (feet)  COMP
 SY1513  MODELED GRAV-     980,764.0   (mgal)                       NAVD 88
 SY1513
 SY1513  VERT ORDER  -  FIRST     CLASS I
 SY1513
 SY1513.The horizontal coordinates were scaled from a topographic map and have
 SY1513.an estimated accuracy of +/- 6 seconds.
 SY1513
 SY1513.The orthometric height was determined by differential leveling
 SY1513.and adjusted by the National Geodetic Survey in June 1991..
 SY1513
 SY1513.The geoid height was determined by GEOID03.
 SY1513
 SY1513.The dynamic height is computed by dividing the NAVD 88
 SY1513.geopotential number by the normal gravity value computed on the
 SY1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1513.degrees latitude (g = 980.6199 gals.).
 SY1513
 SY1513.The modeled gravity was interpolated from observed gravity values.
 SY1513
 SY1513;                    North         East    Units  Estimated Accuracy
 SY1513;SPC WA S     -   244,120.      236,490.      MT  (+/- 180 meters Scaled)
 SY1513
 SY1513                          SUPERSEDED SURVEY CONTROL
 SY1513
 SY1513  NGVD 29 (??/??/??)  151.528  (m)          497.14   (f) ADJUSTED    1 1
 SY1513
 SY1513.Superseded values are not recommended for survey control.
 SY1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1513.See file dsdata.txt to determine how the superseded data were derived.
 SY1513
 SY1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT248586(NAD 83)
 SY1513_MARKER: DB = BENCH MARK DISK
 SY1513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1513_SP_SET: BRIDGE RAILING
 SY1513_STAMPING: D 476 1974
 SY1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1513
 SY1513  HISTORY     - Date     Condition        Report By
 SY1513  HISTORY     - 1974     MONUMENTED       NGS
 SY1513  HISTORY     - 1990     GOOD             USPSQD
 SY1513
 SY1513                          STATION DESCRIPTION
 SY1513
 SY1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1513'5.85 MI NW FROM AMANDA PARK.
 SY1513'ABOUT 5.85 MILES NORTHWEST ALONG U. S. HIGHWAY 101 FROM THE HIGHWAY
 SY1513'BRIDGE ACROSS QUINAULT RIVER AT AMANDA PARK, AT THE CONCRETE HIGHWAY
 SY1513'BRIDGE ACROSS TEN OCLOCK CREEK, 20 1/2 FEET NORTH OF THE CENTER LINE
 SY1513'OF THE HIGHWAY, SET IN THE TOP AND 2.2 FEET EAST OF THE WEST END OF
 SY1513'NORTH CONCRETE BRIDGE RAILING AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 SY1513'HIGHWAY.  SECTION 18, T 23N, R 10W.
 SY1513
 SY1513                          STATION RECOVERY (1990)
 SY1513
 SY1513'RECOVERY NOTE BY US POWER SQUADRON 1990 (KAS)
 SY1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1443 ***********************************************************************
 SY1443  DESIGNATION -  D 477
 SY1443  PID         -  SY1443
 SY1443  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1443  USGS QUAD   -  HUMPTULIPS (1990)
 SY1443
 SY1443                         *CURRENT SURVEY CONTROL
 SY1443  ___________________________________________________________________
 SY1443* NAD 83(1986)-  47 10 49.     (N)    123 54 17.     (W)     SCALED    
 SY1443* NAVD 88     -        47.277  (meters)     155.11   (feet)  ADJUSTED  
 SY1443  ___________________________________________________________________
 SY1443  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SY1443  DYNAMIC HT  -          47.284 (meters)     155.13  (feet)  COMP
 SY1443  MODELED GRAV-     980,768.2   (mgal)                       NAVD 88
 SY1443
 SY1443  VERT ORDER  -  FIRST     CLASS I
 SY1443
 SY1443.The horizontal coordinates were scaled from a topographic map and have
 SY1443.an estimated accuracy of +/- 6 seconds.
 SY1443
 SY1443.The orthometric height was determined by differential leveling
 SY1443.and adjusted by the National Geodetic Survey in June 1991..
 SY1443
 SY1443.The geoid height was determined by GEOID03.
 SY1443
 SY1443.The dynamic height is computed by dividing the NAVD 88
 SY1443.geopotential number by the normal gravity value computed on the
 SY1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1443.degrees latitude (g = 980.6199 gals.).
 SY1443
 SY1443.The modeled gravity was interpolated from observed gravity values.
 SY1443
 SY1443;                    North         East    Units  Estimated Accuracy
 SY1443;SPC WA S     -   210,860.      242,010.      MT  (+/- 180 meters Scaled)
 SY1443
 SY1443                          SUPERSEDED SURVEY CONTROL
 SY1443
 SY1443  NGVD 29 (??/??/??)   46.255  (m)          151.75   (f) ADJUSTED    1 1
 SY1443
 SY1443.Superseded values are not recommended for survey control.
 SY1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1443.See file dsdata.txt to determine how the superseded data were derived.
 SY1443
 SY1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT314255(NAD 83)
 SY1443_MARKER: DB = BENCH MARK DISK
 SY1443_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SY1443+WITH SETTING: INTO GROUND
 SY1443_STAMPING: D 477 1974
 SY1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1443+STABILITY: SURFACE MOTION
 SY1443
 SY1443  HISTORY     - Date     Condition        Report By
 SY1443  HISTORY     - 1974     MONUMENTED       NGS
 SY1443  HISTORY     - 1989     GOOD             USPSQD
 SY1443
 SY1443                          STATION DESCRIPTION
 SY1443
 SY1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1443'5.1 MI SE FROM HUMPTULIPS.
 SY1443'ABOUT 5.1 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SY1443'THE POST OFFICE AT HUMPTULIPS, 0.35 MILE NORTHWEST OF A HIGHWAY
 SY1443'CULVERT FOR CREEK, 32 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SY1443'HIGHWAY, 134.8 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM HIGHWAY
 SY1443'MILEPOST 104, 36 1/2 FEET NORTHWEST OF A 38-INCH TREE STUMP THAT
 SY1443'PROJECTS 2 FEET, 3 FEET SOUTHEAST OF POWER LINE POLE AQ 20 4, 1.7 FEET
 SY1443'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SY1443'HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL
 SY1443'ROD WITH BASE PLATE ATTACHED.  THE DISK IS 0.1 FOOT BELOW THE LEVEL OF
 SY1443'THE GROUND AND IS PROTECTED BY A 4-INCH PLASTIC PIPE THAT PROJECTS 0.2
 SY1443'FOOT AND IS REINFORCED WITH CONCRETE NEAR THE SURFACE. SECTION 34, T
 SY1443'20N, R 10W.
 SY1443
 SY1443                          STATION RECOVERY (1989)
 SY1443
 SY1443'RECOVERY NOTE BY US POWER SQUADRON 1989 (CMS)
 SY1443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0734 ***********************************************************************
 SC0734  DESIGNATION -  D 478
 SC0734  PID         -  SC0734
 SC0734  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0734  USGS QUAD   -  ABERDEEN (1994)
 SC0734
 SC0734                         *CURRENT SURVEY CONTROL
 SC0734  ___________________________________________________________________
 SC0734* NAD 83(1986)-  46 58 45.     (N)    123 46 56.     (W)     SCALED    
 SC0734* NAVD 88     -         5.033  (meters)      16.51   (feet)  ADJUSTED  
 SC0734  ___________________________________________________________________
 SC0734  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 SC0734  DYNAMIC HT  -           5.034 (meters)      16.52  (feet)  COMP
 SC0734  MODELED GRAV-     980,766.5   (mgal)                       NAVD 88
 SC0734
 SC0734  VERT ORDER  -  FIRST     CLASS I
 SC0734
 SC0734.The horizontal coordinates were scaled from a topographic map and have
 SC0734.an estimated accuracy of +/- 6 seconds.
 SC0734
 SC0734.The orthometric height was determined by differential leveling
 SC0734.and adjusted by the National Geodetic Survey in June 1991..
 SC0734
 SC0734.The geoid height was determined by GEOID03.
 SC0734
 SC0734.The dynamic height is computed by dividing the NAVD 88
 SC0734.geopotential number by the normal gravity value computed on the
 SC0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0734.degrees latitude (g = 980.6199 gals.).
 SC0734
 SC0734.The modeled gravity was interpolated from observed gravity values.
 SC0734
 SC0734;                    North         East    Units  Estimated Accuracy
 SC0734;SPC WA S     -   188,130.      250,360.      MT  (+/- 180 meters Scaled)
 SC0734
 SC0734                          SUPERSEDED SURVEY CONTROL
 SC0734
 SC0734  NGVD 29 (??/??/92)    4.029  (m)           13.22   (f) ADJ UNCH    1 1
 SC0734
 SC0734.Superseded values are not recommended for survey control.
 SC0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0734.See file dsdata.txt to determine how the superseded data were derived.
 SC0734
 SC0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT405031(NAD 83)
 SC0734_MARKER: DB = BENCH MARK DISK
 SC0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0734_SP_SET: RETAINING WALL
 SC0734_STAMPING: D 478 1974
 SC0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0734
 SC0734  HISTORY     - Date     Condition        Report By
 SC0734  HISTORY     - 1974     MONUMENTED       NGS
 SC0734
 SC0734                          STATION DESCRIPTION
 SC0734
 SC0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0734'1.4 MI E FROM ABERDEEN.
 SC0734'1.4 MI E ALONG THE BURLINGTON NORTHERN RR FROM THE STEEL DRAW SPAN
 SC0734'BRIDGE OVER THE WISHKAW RIVER AT THE LAWRENCE AND MACAN STANDARD OIL
 SC0734'BULK PLANT IN TOP OF NW CORNER OF THE CONCRETE RETAINING WALL AROUND
 SC0734'STORAGE TANKS 140.5 FT S OF S RAIL MAIN TRACK 21.4 FT S OF THE
 SC0734'CENTERLINE ASPHALT ROAD 20.5 FT E OF THE CENTER OF THE E MOST ENTRANCE
 SC0734'GATE TO PLANT 0.3 FT SE OF THE NW CORNER OF THE WALL.  4 FEET ABOVE
 SC0734'GROUND.  0.5 MILES E OF BM-C 478.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1413 ***********************************************************************
 SY1413  DESIGNATION -  D 479
 SY1413  PID         -  SY1413
 SY1413  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1413  USGS QUAD   -  ELMA (1981)
 SY1413
 SY1413                         *CURRENT SURVEY CONTROL
 SY1413  ___________________________________________________________________
 SY1413* NAD 83(1986)-  47 00 13.     (N)    123 28 39.     (W)     SCALED    
 SY1413* NAVD 88     -        10.424  (meters)      34.20   (feet)  ADJUSTED  
 SY1413  ___________________________________________________________________
 SY1413  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 SY1413  DYNAMIC HT  -          10.426 (meters)      34.21  (feet)  COMP
 SY1413  MODELED GRAV-     980,788.0   (mgal)                       NAVD 88
 SY1413
 SY1413  VERT ORDER  -  FIRST     CLASS I
 SY1413
 SY1413.The horizontal coordinates were scaled from a topographic map and have
 SY1413.an estimated accuracy of +/- 6 seconds.
 SY1413
 SY1413.The orthometric height was determined by differential leveling
 SY1413.and adjusted by the National Geodetic Survey in June 1991..
 SY1413
 SY1413.The geoid height was determined by GEOID03.
 SY1413
 SY1413.The dynamic height is computed by dividing the NAVD 88
 SY1413.geopotential number by the normal gravity value computed on the
 SY1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1413.degrees latitude (g = 980.6199 gals.).
 SY1413
 SY1413.The modeled gravity was interpolated from observed gravity values.
 SY1413
 SY1413;                    North         East    Units  Estimated Accuracy
 SY1413;SPC WA S     -   189,930.      273,630.      MT  (+/- 180 meters Scaled)
 SY1413
 SY1413                          SUPERSEDED SURVEY CONTROL
 SY1413
 SY1413  NGVD 29 (??/??/??)    9.406  (m)           30.86   (f) ADJUSTED    1 1
 SY1413
 SY1413.Superseded values are not recommended for survey control.
 SY1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1413.See file dsdata.txt to determine how the superseded data were derived.
 SY1413
 SY1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT637056(NAD 83)
 SY1413_MARKER: DB = BENCH MARK DISK
 SY1413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1413_SP_SET: CULVERT
 SY1413_STAMPING: D 479 1974
 SY1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1413
 SY1413  HISTORY     - Date     Condition        Report By
 SY1413  HISTORY     - 1974     MONUMENTED       NGS
 SY1413  HISTORY     - 1987     GOOD             USPSQD
 SY1413  HISTORY     - 1987     GOOD             USPSQD
 SY1413  HISTORY     - 1988     GOOD             USPSQD
 SY1413  HISTORY     - 1988     GOOD             USPSQD
 SY1413  HISTORY     - 1989     GOOD             USPSQD
 SY1413  HISTORY     - 1989     GOOD             USPSQD
 SY1413  HISTORY     - 1990     GOOD             USPSQD
 SY1413
 SY1413                          STATION DESCRIPTION
 SY1413
 SY1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1413'3.65 MI W FROM ELMA.
 SY1413'3.65 MI W ALONG W MAIN ST OLD HWY 41 B FROM THE INTS. OF W MAIN AND N.
 SY1413'3RD STREETS AT ELMA 0.05 MI W OF THE T JCT MOORE RD LEADING N IN TOP
 SY1413'OF THE E END OF THE S CONC. HEADWALL OF A 6X4 FT CONC. BOX CULVERT
 SY1413'15.5 FT S OF THE CENTERLINE OF THE HWY. 0.7 FT W OF THE E END OF
 SY1413'HEADWALL.  1 FEET BELOW- THE HWY 0.85 MILES- E OF BM-C 479.
 SY1413
 SY1413                          STATION RECOVERY (1987)
 SY1413
 SY1413'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1413'RECOVERED IN GOOD CONDITION.
 SY1413
 SY1413                          STATION RECOVERY (1987)
 SY1413
 SY1413'RECOVERY NOTE BY US POWER SQUADRON 1987 (KAS)
 SY1413'RECOVERED IN GOOD CONDITION.
 SY1413
 SY1413                          STATION RECOVERY (1988)
 SY1413
 SY1413'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SY1413'RECOVERED IN GOOD CONDITION.
 SY1413
 SY1413                          STATION RECOVERY (1988)
 SY1413
 SY1413'RECOVERY NOTE BY US POWER SQUADRON 1988 (KAS)
 SY1413'RECOVERED IN GOOD CONDITION.
 SY1413
 SY1413                          STATION RECOVERY (1989)
 SY1413
 SY1413'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1413'RECOVERED IN GOOD CONDITION.
 SY1413
 SY1413                          STATION RECOVERY (1989)
 SY1413
 SY1413'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 SY1413'RECOVERED IN GOOD CONDITION.
 SY1413
 SY1413                          STATION RECOVERY (1990)
 SY1413
 SY1413'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCK)
 SY1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0027 ***********************************************************************
 SA0027  DESIGNATION -  D 48
 SA0027  PID         -  SA0027
 SA0027  STATE/COUNTY-  WA/FRANKLIN
 SA0027  USGS QUAD   -  MONUMENTAL ROCK (1981)
 SA0027
 SA0027                         *CURRENT SURVEY CONTROL
 SA0027  ___________________________________________________________________
 SA0027* NAD 83(1986)-  46 34 56.     (N)    118 23 33.     (W)     SCALED    
 SA0027* NAVD 88     -       155.482  (meters)     510.11   (feet)  ADJUSTED  
 SA0027  ___________________________________________________________________
 SA0027  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SA0027  DYNAMIC HT  -         155.480 (meters)     510.10  (feet)  COMP
 SA0027  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 SA0027
 SA0027  VERT ORDER  -  SECOND    CLASS 0
 SA0027
 SA0027.The horizontal coordinates were scaled from a topographic map and have
 SA0027.an estimated accuracy of +/- 6 seconds.
 SA0027
 SA0027.The orthometric height was determined by differential leveling
 SA0027.and adjusted by the National Geodetic Survey in June 1991..
 SA0027
 SA0027.The geoid height was determined by GEOID03.
 SA0027
 SA0027.The dynamic height is computed by dividing the NAVD 88
 SA0027.geopotential number by the normal gravity value computed on the
 SA0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0027.degrees latitude (g = 980.6199 gals.).
 SA0027
 SA0027.The modeled gravity was interpolated from observed gravity values.
 SA0027
 SA0027;                    North         East    Units  Estimated Accuracy
 SA0027;SPC WA S     -   140,970.      661,500.      MT  (+/- 180 meters Scaled)
 SA0027
 SA0027                          SUPERSEDED SURVEY CONTROL
 SA0027
 SA0027  NGVD 29 (??/??/92)  154.483  (m)          506.83   (f) ADJ UNCH    2 0
 SA0027
 SA0027.Superseded values are not recommended for survey control.
 SA0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0027.See file dsdata.txt to determine how the superseded data were derived.
 SA0027
 SA0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM933596(NAD 83)
 SA0027_MARKER: DB = BENCH MARK DISK
 SA0027_SETTING: 80 = SET IN A BOULDER
 SA0027_STAMPING: D 48 1934
 SA0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0027+STABILITY: SURFACE MOTION
 SA0027
 SA0027  HISTORY     - Date     Condition        Report By
 SA0027  HISTORY     - 1934     MONUMENTED       CGS
 SA0027  HISTORY     - 1945     GOOD             NGS
 SA0027  HISTORY     - 1968     GOOD             NGS
 SA0027
 SA0027                          STATION DESCRIPTION
 SA0027
 SA0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 SA0027'8.7 MI W FROM PERRY.
 SA0027'8.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE SECTION
 SA0027'HOUSE AT THE SIDING AT PERRY, FRANKLIN COUNTY, IN A RAILROAD CUT,
 SA0027'37-3/4 RAILS EAST OF MILEAGE 23, 18 FEET NORTH OF THE TRACK, 3 FEET
 SA0027'EAST OF A 3-BY 3-FOOT ROCK 2-1/2 FEET HIGH, AND ON THE TOP OF A 2-BY
 SA0027'3-FOOT EMBEDDED BOULDER 2 FEET HIGH.  A STANDARD DISK, STAMPED D 48
 SA0027'1934.  NOTE-- THE MARK WILL BE INUNDATED BY THE LAKE FORMED BY THE
 SA0027'LOWER MONUMENTAL DAM.
 SA0027
 SA0027                          STATION RECOVERY (1968)
 SA0027
 SA0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SA0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1387 ***********************************************************************
 SY1387  DESIGNATION -  D 480
 SY1387  PID         -  SY1387
 SY1387  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1387  USGS QUAD   -  KAMILCHE VALLEY (1981)
 SY1387
 SY1387                         *CURRENT SURVEY CONTROL
 SY1387  ___________________________________________________________________
 SY1387* NAD 83(1986)-  47 02 57.     (N)    123 14 15.     (W)     SCALED    
 SY1387* NAVD 88     -        90.673  (meters)     297.48   (feet)  ADJUSTED  
 SY1387  ___________________________________________________________________
 SY1387  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SY1387  DYNAMIC HT  -          90.691 (meters)     297.54  (feet)  COMP
 SY1387  MODELED GRAV-     980,811.0   (mgal)                       NAVD 88
 SY1387
 SY1387  VERT ORDER  -  FIRST     CLASS I
 SY1387
 SY1387.The horizontal coordinates were scaled from a topographic map and have
 SY1387.an estimated accuracy of +/- 6 seconds.
 SY1387
 SY1387.The orthometric height was determined by differential leveling
 SY1387.and adjusted by the National Geodetic Survey in June 1991..
 SY1387
 SY1387.The geoid height was determined by GEOID03.
 SY1387
 SY1387.The dynamic height is computed by dividing the NAVD 88
 SY1387.geopotential number by the normal gravity value computed on the
 SY1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1387.degrees latitude (g = 980.6199 gals.).
 SY1387
 SY1387.The modeled gravity was interpolated from observed gravity values.
 SY1387
 SY1387;                    North         East    Units  Estimated Accuracy
 SY1387;SPC WA S     -   194,330.      292,040.      MT  (+/- 180 meters Scaled)
 SY1387
 SY1387                          SUPERSEDED SURVEY CONTROL
 SY1387
 SY1387  NGVD 29 (??/??/??)   89.644  (m)          294.11   (f) ADJUSTED    1 1
 SY1387
 SY1387.Superseded values are not recommended for survey control.
 SY1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1387.See file dsdata.txt to determine how the superseded data were derived.
 SY1387
 SY1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT819106(NAD 83)
 SY1387_MARKER: DB = BENCH MARK DISK
 SY1387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1387_SP_SET: CATCH BASIN
 SY1387_STAMPING: D 480 1974
 SY1387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1387
 SY1387  HISTORY     - Date     Condition        Report By
 SY1387  HISTORY     - 1974     MONUMENTED       NGS
 SY1387  HISTORY     - 1987     GOOD             USPSQD
 SY1387  HISTORY     - 1987     GOOD             USPSQD
 SY1387  HISTORY     - 1988     GOOD             USPSQD
 SY1387  HISTORY     - 1989     GOOD             USPSQD
 SY1387  HISTORY     - 1990     GOOD             USPSQD
 SY1387  HISTORY     - 1990     GOOD             USPSQD
 SY1387
 SY1387                          STATION DESCRIPTION
 SY1387
 SY1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1387'2.70 MI E FROM MC CLEARY.
 SY1387'2.70 MI E ALONG STATE HWY 8 FROM THE T JCT OF STATE HWY 108 AT MC
 SY1387'CLEARY 0.3 MI W OF T JCT OF MOX CHEHALIS RD AT A POINT BETWEEN 2 HWY
 SY1387'CUTS IN TOP OF W CORNER OF A 3 X 4 FT CONC. BOX CATCH BASIN FOR A 24
 SY1387'IN. CONC. PIPE CULVERT 31.0 FT NW OF THE CENTERLINE OF THE W BOUND
 SY1387'LANES OF THE HWY 0.3 FT SE OF NW CORNER CATCH BASIN.  2 1/2 FEET
 SY1387'BELOW- THE HWY.  0.45 MILES- E OF BM-C 480.
 SY1387
 SY1387                          STATION RECOVERY (1987)
 SY1387
 SY1387'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1387'RECOVERED IN GOOD CONDITION.
 SY1387
 SY1387                          STATION RECOVERY (1987)
 SY1387
 SY1387'RECOVERY NOTE BY US POWER SQUADRON 1987 (CMS)
 SY1387'RECOVERED IN GOOD CONDITION.
 SY1387
 SY1387                          STATION RECOVERY (1988)
 SY1387
 SY1387'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SY1387'RECOVERED IN GOOD CONDITION.
 SY1387
 SY1387                          STATION RECOVERY (1989)
 SY1387
 SY1387'RECOVERY NOTE BY US POWER SQUADRON 1989 (EBO)
 SY1387'RECOVERED IN GOOD CONDITION.
 SY1387
 SY1387                          STATION RECOVERY (1990)
 SY1387
 SY1387'RECOVERY NOTE BY US POWER SQUADRON 1990 (CMS)
 SY1387'RECOVERED IN GOOD CONDITION.
 SY1387
 SY1387                          STATION RECOVERY (1990)
 SY1387
 SY1387'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCK)
 SY1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0697 ***********************************************************************
 TO0697  DESIGNATION -  D 481
 TO0697  PID         -  TO0697
 TO0697  STATE/COUNTY-  WA/PEND OREILLE
 TO0697  USGS QUAD   -  NEWPORT (1986)
 TO0697
 TO0697                         *CURRENT SURVEY CONTROL
 TO0697  ___________________________________________________________________
 TO0697* NAD 83(1986)-  48 10 40.     (N)    117 03 11.     (W)     SCALED    
 TO0697* NAVD 88     -       657.920  (meters)    2158.53   (feet)  ADJUSTED  
 TO0697  ___________________________________________________________________
 TO0697  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 TO0697  DYNAMIC HT  -         657.984 (meters)    2158.74  (feet)  COMP
 TO0697  MODELED GRAV-     980,687.1   (mgal)                       NAVD 88
 TO0697
 TO0697  VERT ORDER  -  FIRST     CLASS II
 TO0697
 TO0697.The horizontal coordinates were scaled from a topographic map and have
 TO0697.an estimated accuracy of +/- 6 seconds.
 TO0697
 TO0697.The orthometric height was determined by differential leveling
 TO0697.and adjusted by the National Geodetic Survey in June 1991..
 TO0697
 TO0697.The geoid height was determined by GEOID03.
 TO0697
 TO0697.The dynamic height is computed by dividing the NAVD 88
 TO0697.geopotential number by the normal gravity value computed on the
 TO0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0697.degrees latitude (g = 980.6199 gals.).
 TO0697
 TO0697.The modeled gravity was interpolated from observed gravity values.
 TO0697
 TO0697;                    North         East    Units  Estimated Accuracy
 TO0697;SPC WA N     -   137,850.      781,010.      MT  (+/- 180 meters Scaled)
 TO0697
 TO0697                          SUPERSEDED SURVEY CONTROL
 TO0697
 TO0697.No superseded survey control is available for this station.
 TO0697
 TO0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP960360(NAD 83)
 TO0697_MARKER: I = METAL ROD
 TO0697_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TO0697_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TO0697_STAMPING: D 481 1980
 TO0697_MARK LOGO: NGS   
 TO0697_PROJECTION: FLUSH
 TO0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0697+STABILITY: POSITION/ELEVATION WELL
 TO0697_ROD/PIPE-DEPTH: 9.1  meters
 TO0697_SLEEVE-DEPTH  : 7.9 meters
 TO0697
 TO0697  HISTORY     - Date     Condition        Report By
 TO0697  HISTORY     - 1980     MONUMENTED       NGS
 TO0697
 TO0697                          STATION DESCRIPTION
 TO0697
 TO0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0697'IN NEWPORT.
 TO0697'AT THE SOUTHEAST CORNER OF THE PROPERTY OF THE SADIE HALSTEAD
 TO0697'ELEMENTARY SCHOOL IN NEWPORT, 91.4 METERS (300 FEET) SOUTH OF THE
 TO0697'MAIN ENTRANCE TO THE SCHOOL, 23.1 METERS (76.0 FEET) WEST OF THE
 TO0697'CENTERLINE OF CALISPEL AVENUE, 16.9 METERS (55.5 FEET) NORTH OF THE
 TO0697'CENTERLINE OF A DIRT ROAD LEADING WEST, 9.4 METERS (31.0 FEET)
 TO0697'NORTHWEST OF A 5-INCH DIAMETER SPRUCE TREE, 7.2 METERS (23.5 FEET)
 TO0697'EAST OF A CYCLONE FENCE, 7.0 METERS (23.0 FEET) SOUTHWEST OF THE
 TO0697'WEST EDGE OF A SIDEWALK.
 TO0697'THE MARK IS 0.6 M BELOW THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0723 ***********************************************************************
 TO0723  DESIGNATION -  D 482
 TO0723  PID         -  TO0723
 TO0723  STATE/COUNTY-  WA/PEND OREILLE
 TO0723  USGS QUAD   -  JARED (1992)
 TO0723
 TO0723                         *CURRENT SURVEY CONTROL
 TO0723  ___________________________________________________________________
 TO0723* NAD 83(1986)-  48 28 22.     (N)    117 18 08.     (W)     SCALED    
 TO0723* NAVD 88     -       635.837  (meters)    2086.08   (feet)  ADJUSTED  
 TO0723  ___________________________________________________________________
 TO0723  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TO0723  DYNAMIC HT  -         635.907 (meters)    2086.30  (feet)  COMP
 TO0723  MODELED GRAV-     980,701.6   (mgal)                       NAVD 88
 TO0723
 TO0723  VERT ORDER  -  FIRST     CLASS II
 TO0723
 TO0723.The horizontal coordinates were scaled from a topographic map and have
 TO0723.an estimated accuracy of +/- 6 seconds.
 TO0723
 TO0723.The orthometric height was determined by differential leveling
 TO0723.and adjusted by the National Geodetic Survey in June 1991..
 TO0723
 TO0723.The geoid height was determined by GEOID03.
 TO0723
 TO0723.The dynamic height is computed by dividing the NAVD 88
 TO0723.geopotential number by the normal gravity value computed on the
 TO0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0723.degrees latitude (g = 980.6199 gals.).
 TO0723
 TO0723.The modeled gravity was interpolated from observed gravity values.
 TO0723
 TO0723;                    North         East    Units  Estimated Accuracy
 TO0723;SPC WA N     -   169,740.      760,990.      MT  (+/- 180 meters Scaled)
 TO0723
 TO0723                          SUPERSEDED SURVEY CONTROL
 TO0723
 TO0723.No superseded survey control is available for this station.
 TO0723
 TO0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP776688(NAD 83)
 TO0723_MARKER: I = METAL ROD
 TO0723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0723_SP_SET: STAINLESS STEEL ROD
 TO0723_STAMPING: D 482 1980
 TO0723_MARK LOGO: NGS   
 TO0723_PROJECTION: FLUSH
 TO0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0723_ROD/PIPE-DEPTH: 3.0  meters
 TO0723
 TO0723  HISTORY     - Date     Condition        Report By
 TO0723  HISTORY     - 1980     MONUMENTED       NGS
 TO0723
 TO0723                          STATION DESCRIPTION
 TO0723
 TO0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0723'44.2 KM (27.5 MI) NW FROM NEWPORT.
 TO0723'44.2 KILOMETERS (27.5 MILES) NORTHWEST ALONG STATE HIGHWAY 20 FROM
 TO0723'THE JUNCTION OF U.S. HIGHWAY 2 IN NEWPORT, 0.2 KILOMETER (0.1 MILE)
 TO0723'EAST OF THE ENTRANCE TO THE RIVERSIDE BIBLE CAMP, SET IN LINE WITH
 TO0723'A ROW OF POWER LINE POLES, 14.9 METERS (49.0 FEET) NORTH OF THE
 TO0723'CENTERLINE OF THE HIGHWAY, 22.6 METERS (74.0 FEET) EAST OF THE
 TO0723'CENTERLINE OF A SMALL CREEK, 2.3 METERS (7.5 FEET) SOUTH OF THE
 TO0723'CENTERLINE OF A DIRT TRACK ROAD LEADING EAST, 1.8 METERS (6.0 FEET)
 TO0723'WEST OF POWER LINE POLE NUMBER AC 326.
 TO0723'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 TO0723'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0746 ***********************************************************************
 TO0746  DESIGNATION -  D 483
 TO0746  PID         -  TO0746
 TO0746  STATE/COUNTY-  WA/PEND OREILLE
 TO0746  USGS QUAD   -  METALINE (1992)
 TO0746
 TO0746                         *CURRENT SURVEY CONTROL
 TO0746  ___________________________________________________________________
 TO0746* NAD 83(1986)-  48 50 58.     (N)    117 23 28.     (W)     SCALED    
 TO0746* NAVD 88     -       616.878  (meters)    2023.87   (feet)  ADJUSTED  
 TO0746  ___________________________________________________________________
 TO0746  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 TO0746  DYNAMIC HT  -         616.953 (meters)    2024.12  (feet)  COMP
 TO0746  MODELED GRAV-     980,713.2   (mgal)                       NAVD 88
 TO0746
 TO0746  VERT ORDER  -  FIRST     CLASS II
 TO0746
 TO0746.The horizontal coordinates were scaled from a topographic map and have
 TO0746.an estimated accuracy of +/- 6 seconds.
 TO0746
 TO0746.The orthometric height was determined by differential leveling
 TO0746.and adjusted by the National Geodetic Survey in June 1991..
 TO0746
 TO0746.The geoid height was determined by GEOID03.
 TO0746
 TO0746.The dynamic height is computed by dividing the NAVD 88
 TO0746.geopotential number by the normal gravity value computed on the
 TO0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0746.degrees latitude (g = 980.6199 gals.).
 TO0746
 TO0746.The modeled gravity was interpolated from observed gravity values.
 TO0746
 TO0746;                    North         East    Units  Estimated Accuracy
 TO0746;SPC WA N     -   211,290.      752,550.      MT  (+/- 180 meters Scaled)
 TO0746
 TO0746                          SUPERSEDED SURVEY CONTROL
 TO0746
 TO0746.No superseded survey control is available for this station.
 TO0746
 TO0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ713107(NAD 83)
 TO0746_MARKER: I = METAL ROD
 TO0746_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0746_SP_SET: STAINLESS STEEL ROD
 TO0746_STAMPING: D 483 1980
 TO0746_MARK LOGO: NGS   
 TO0746_PROJECTION: RECESSED 5 CENTIMETERS
 TO0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0746+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 TO0746_ROD/PIPE-DEPTH: 4.6  meters
 TO0746
 TO0746  HISTORY     - Date     Condition        Report By
 TO0746  HISTORY     - 1980     MONUMENTED       NGS
 TO0746  HISTORY     - 20060719 GOOD             WADNR
 TO0746
 TO0746                          STATION DESCRIPTION
 TO0746
 TO0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0746'13.4 KM (8.3 MI) NORTH FROM IONE.
 TO0746'13.4 KILOMETERS (8.3 MILES) NORTH ALONG STATE HIGHWAY 31 FROM THE
 TO0746'JUNCTION OF MAIN STREET IN IONE, AT THE INTERSECTION OF PEND OREILLE
 TO0746'STREET IN METALINE, SET AT THE NORTHWEST CORNER OF THE PROPERTY OF
 TO0746'HOOGYS CAFE, 10.1 METERS (33.0 FEET) EAST OF THE CENTERLINE OF THE
 TO0746'HIGHWAY, 14.2 METERS (46.5 FEET) NORTHWEST OF THE NORTHWEST CORNER
 TO0746'OF THE CAFE, 9.1 METERS (30.0 FEET) SOUTH OF THE CENTERLINE OF PEND
 TO0746'OREILLE STREET, 1.5 METERS (5.0 FEET) NORTHWEST OF A POWER LINE POLE
 TO0746'WITH A TRANSFORMER AND ONE GUY WIRE.
 TO0746'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TO0746
 TO0746                          STATION RECOVERY (2006)
 TO0746
 TO0746'RECOVERY NOTE BY WA DEPT OF NAT RES 2006 (DLS)
 TO0746'LAT 48 50 57.8 N
 TO0746'LONG 117 23 28.3 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0669 ***********************************************************************
 TO0669  DESIGNATION -  D 484
 TO0669  PID         -  TO0669
 TO0669  STATE/COUNTY-  WA/SPOKANE
 TO0669  USGS QUAD   -  ELK (1980)
 TO0669
 TO0669                         *CURRENT SURVEY CONTROL
 TO0669  ___________________________________________________________________
 TO0669* NAD 83(1986)-  48 01 05.     (N)    117 16 33.     (W)     SCALED    
 TO0669* NAVD 88     -       564.479  (meters)    1851.96   (feet)  ADJUSTED  
 TO0669  ___________________________________________________________________
 TO0669  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 TO0669  DYNAMIC HT  -         564.529 (meters)    1852.13  (feet)  COMP
 TO0669  MODELED GRAV-     980,683.8   (mgal)                       NAVD 88
 TO0669
 TO0669  VERT ORDER  -  FIRST     CLASS II
 TO0669
 TO0669.The horizontal coordinates were scaled from a topographic map and have
 TO0669.an estimated accuracy of +/- 6 seconds.
 TO0669
 TO0669.The orthometric height was determined by differential leveling
 TO0669.and adjusted by the National Geodetic Survey in June 1991..
 TO0669
 TO0669.The geoid height was determined by GEOID03.
 TO0669
 TO0669.The dynamic height is computed by dividing the NAVD 88
 TO0669.geopotential number by the normal gravity value computed on the
 TO0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0669.degrees latitude (g = 980.6199 gals.).
 TO0669
 TO0669.The modeled gravity was interpolated from observed gravity values.
 TO0669
 TO0669;                    North         East    Units  Estimated Accuracy
 TO0669;SPC WA N     -   119,320.      765,280.      MT  (+/- 180 meters Scaled)
 TO0669
 TO0669                          SUPERSEDED SURVEY CONTROL
 TO0669
 TO0669.No superseded survey control is available for this station.
 TO0669
 TO0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP794183(NAD 83)
 TO0669_MARKER: DB = BENCH MARK DISK
 TO0669_SETTING: 66 = SET IN ROCK OUTCROP
 TO0669_SP_SET: ROCK OUTCROP
 TO0669_STAMPING: D 484 1980
 TO0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0669+STABILITY: POSITION/ELEVATION WELL
 TO0669
 TO0669  HISTORY     - Date     Condition        Report By
 TO0669  HISTORY     - 1980     MONUMENTED       NGS
 TO0669  HISTORY     - 1988     GOOD             USPSQD
 TO0669
 TO0669                          STATION DESCRIPTION
 TO0669
 TO0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0669'IN ELK.
 TO0669'IN ELK, SET IN TOP OF A ROCK OUTCROP BETWEEN THE POST OFFICE AND THE
 TO0669'ELK COMMUNITY CHURCH, 19.2 METERS (63.0 FEET) SOUTHEAST OF THE
 TO0669'CENTERLINE OF ELK-CAMDEN ROAD, 15.1 METERS (49.5 FEET) SOUTHWEST OF
 TO0669'THE SOUTHWEST CORNER OF THE CHURCH, 4.4 METERS (14.5 FEET) NORTHEAST
 TO0669'OF THE NORTHWEST CORNER OF THE POST OFFICE, 3.4 METERS (11.0 FEET)
 TO0669'EAST OF THE POST OFFICE FLAG POLE.
 TO0669'THE MARK IS 0.6 M ABOVE THE ROAD CENTERLINE.
 TO0669
 TO0669                          STATION RECOVERY (1988)
 TO0669
 TO0669'RECOVERY NOTE BY US POWER SQUADRON 1988 (DS)
 TO0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1016 ***********************************************************************
 SV1016  DESIGNATION -  D 485
 SV1016  PID         -  SV1016
 SV1016  STATE/COUNTY-  WA/SPOKANE
 SV1016  USGS QUAD   -  SPOKANE NW (1986)
 SV1016
 SV1016                         *CURRENT SURVEY CONTROL
 SV1016  ___________________________________________________________________
 SV1016* NAD 83(1986)-  47 42 43.     (N)    117 24 51.     (W)     SCALED    
 SV1016* NAVD 88     -       630.769  (meters)    2069.45   (feet)  ADJUSTED  
 SV1016  ___________________________________________________________________
 SV1016  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 SV1016  DYNAMIC HT  -         630.810 (meters)    2069.58  (feet)  COMP
 SV1016  MODELED GRAV-     980,655.6   (mgal)                       NAVD 88
 SV1016
 SV1016  VERT ORDER  -  FIRST     CLASS II
 SV1016
 SV1016.The horizontal coordinates were scaled from a topographic map and have
 SV1016.an estimated accuracy of +/- 6 seconds.
 SV1016
 SV1016.The orthometric height was determined by differential leveling
 SV1016.and adjusted by the National Geodetic Survey in June 1991..
 SV1016
 SV1016.The geoid height was determined by GEOID03.
 SV1016
 SV1016.The dynamic height is computed by dividing the NAVD 88
 SV1016.geopotential number by the normal gravity value computed on the
 SV1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1016.degrees latitude (g = 980.6199 gals.).
 SV1016
 SV1016.The modeled gravity was interpolated from observed gravity values.
 SV1016
 SV1016;                    North         East    Units  Estimated Accuracy
 SV1016;SPC WA N     -    84,850.      756,480.      MT  (+/- 180 meters Scaled)
 SV1016
 SV1016                          SUPERSEDED SURVEY CONTROL
 SV1016
 SV1016.No superseded survey control is available for this station.
 SV1016
 SV1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN689843(NAD 83)
 SV1016_MARKER: DB = BENCH MARK DISK
 SV1016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV1016_SP_SET: BUILDING FOUNDATION
 SV1016_STAMPING: D 485 1980
 SV1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1016+STABILITY: POSITION/ELEVATION WELL
 SV1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1016+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 SV1016
 SV1016  HISTORY     - Date     Condition        Report By
 SV1016  HISTORY     - 1980     MONUMENTED       NGS
 SV1016  HISTORY     - 1983     GOOD
 SV1016  HISTORY     - 1988     GOOD             USPSQD
 SV1016  HISTORY     - 20031014 GOOD             USPSQD
 SV1016  HISTORY     - 20060722 GOOD             GEOCAC
 SV1016
 SV1016                          STATION DESCRIPTION
 SV1016
 SV1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1016'6.4 KM NW FROM SPOKANE.
 SV1016'6.2 KILOMETERS (3.85 MILES) NORTH ALONG DIVISION STREET FROM THE
 SV1016'BURLINGTON NORTHERN RAILWAY OVERPASS IN SPOKANE, THENCE 0.2 KILOMETER
 SV1016'(0.1 MILE) WEST ALONG CENTRAL AVENUE, AT THE INTERSECTION OF NORMANDIE
 SV1016'STREET, AT THE CITY PUMP HOUSE, SET IN TOP OF THE NORTHEAST CORNER
 SV1016'OF THE EAST ONE OF TWO CONCRETE FOUNDATIONS AROUND THE WATER TOWER
 SV1016'WELLS, 6.7 METERS (22.0 FEET) WEST OF THE WEST CURB OF NORMANDIE
 SV1016'STREET, 32.9 METERS (108 FEET) NORTH OF THE NORTH CURB OF CENTRAL
 SV1016'AVENUE, 16.6 METERS (54.5 FEET) NORTHWEST OF THE NORTHWEST CORNER
 SV1016'OF THE PUMP HOUSE. THIS FOUNDATION ENCASES A CITY WATER WELL TO THE
 SV1016'DEPTH OF 200 FEET.
 SV1016'THE MARK IS ABOVE LEVEL WITH THE AVENUE CENTERLINE.
 SV1016
 SV1016                          STATION RECOVERY (1983)
 SV1016
 SV1016'RECOVERED 1983
 SV1016'RECOVERED IN GOOD CONDITION.
 SV1016
 SV1016                          STATION RECOVERY (1988)
 SV1016
 SV1016'RECOVERY NOTE BY US POWER SQUADRON 1988 (DKK)
 SV1016'RECOVERED IN GOOD CONDITION.
 SV1016
 SV1016                          STATION RECOVERY (2003)
 SV1016
 SV1016'RECOVERY NOTE BY US POWER SQUADRON 2003 (RM)
 SV1016'RECOVERED IN GOOD CONDITION.
 SV1016
 SV1016                          STATION RECOVERY (2006)
 SV1016
 SV1016'RECOVERY NOTE BY GEOCACHING 2006 (JLH)
 SV1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1061 ***********************************************************************
 SV1061  DESIGNATION -  D 486
 SV1061  PID         -  SV1061
 SV1061  STATE/COUNTY-  WA/SPOKANE
 SV1061  USGS QUAD   -  FAIRFIELD (1980)
 SV1061
 SV1061                         *CURRENT SURVEY CONTROL
 SV1061  ___________________________________________________________________
 SV1061* NAD 83(1986)-  47 25 28.     (N)    117 10 20.     (W)     SCALED    
 SV1061* NAVD 88     -       787.714  (meters)    2584.36   (feet)  ADJUSTED  
 SV1061  ___________________________________________________________________
 SV1061  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 SV1061  DYNAMIC HT  -         787.725 (meters)    2584.39  (feet)  COMP
 SV1061  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 SV1061
 SV1061  VERT ORDER  -  FIRST     CLASS II
 SV1061
 SV1061.The horizontal coordinates were scaled from a topographic map and have
 SV1061.an estimated accuracy of +/- 6 seconds.
 SV1061
 SV1061.The orthometric height was determined by differential leveling
 SV1061.and adjusted by the National Geodetic Survey in June 1991..
 SV1061
 SV1061.The geoid height was determined by GEOID03.
 SV1061
 SV1061.The dynamic height is computed by dividing the NAVD 88
 SV1061.geopotential number by the normal gravity value computed on the
 SV1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1061.degrees latitude (g = 980.6199 gals.).
 SV1061
 SV1061.The modeled gravity was interpolated from observed gravity values.
 SV1061
 SV1061;                    North         East    Units  Estimated Accuracy
 SV1061;SPC WA N     -    53,760.      776,140.      MT  (+/- 180 meters Scaled)
 SV1061
 SV1061                          SUPERSEDED SURVEY CONTROL
 SV1061
 SV1061.No superseded survey control is available for this station.
 SV1061
 SV1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN870523(NAD 83)
 SV1061_MARKER: I = METAL ROD
 SV1061_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1061_SP_SET: STAINLESS STEEL ROD
 SV1061_STAMPING: D 486 1980
 SV1061_MARK LOGO: NGS   
 SV1061_PROJECTION: FLUSH
 SV1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1061+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2001
 SV1061_ROD/PIPE-DEPTH: 4.0  meters
 SV1061
 SV1061  HISTORY     - Date     Condition        Report By
 SV1061  HISTORY     - 1980     MONUMENTED       NGS
 SV1061  HISTORY     - 1983     GOOD             USPSQD
 SV1061  HISTORY     - 20011126 GOOD             WA-063
 SV1061
 SV1061                          STATION DESCRIPTION
 SV1061
 SV1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1061'4.0 KM (2.5 MI) SW FROM ROCKFORD.
 SV1061'4.0 KILOMETERS (2.5 MILES) SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE
 SV1061'UNION PACIFIC OVERPASS IN ROCKFORD, 0.5 KILOMETER (0.3 MILE) NORTHEAST
 SV1061'OF HIGHWAY MILEPOST 66, AT THE JUNCTION OF A PAVED ROAD LEADING
 SV1061'NORTHWEST, 20.1 METERS (66.0 FEET) SOUTHEAST OF THE CENTERLINE OF
 SV1061'THE HIGHWAY, 45.7 METERS (150 FEET) EAST OF THE NORTHEAST END OF A
 SV1061'STEEL GUARDRAIL, 29.9 METERS (98.0 FEET) SOUTHWEST OF THE CENTERLINE
 SV1061'OF A DIRT ROAD LEADING SOUTHEAST, 5.2 METERS (17.0 FEET) SOUTHEAST
 SV1061'OF A TELEPHONE CABLE WARNING SIGN.
 SV1061'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 SV1061'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 SV1061
 SV1061                          STATION RECOVERY (1983)
 SV1061
 SV1061'RECOVERY NOTE BY US POWER SQUADRON 1983
 SV1061'DIRT ROAD LEADING SOUTHEAST IS NOW FARM ENTRANCE TO FIELD.
 SV1061
 SV1061                          STATION RECOVERY (2001)
 SV1061
 SV1061'RECOVERY NOTE BY SPOKANE COUNTY WASHINGTON 2001 (JAM)
 SV1061'MARK IS EAST OF THE INTERSECTION OF HWY 27 AND PALOUSE RD. MARK IS
 SV1061'PART OF SPOKANE COUNTY GPS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1035 ***********************************************************************
 SV1035  DESIGNATION -  D 487
 SV1035  PID         -  SV1035
 SV1035  STATE/COUNTY-  WA/WHITMAN
 SV1035  USGS QUAD   -  FARMINGTON (1994)
 SV1035
 SV1035                         *CURRENT SURVEY CONTROL
 SV1035  ___________________________________________________________________
 SV1035* NAD 83(1986)-  47 04 06.     (N)    117 03 30.     (W)     SCALED    
 SV1035* NAVD 88     -       820.108  (meters)    2690.64   (feet)  ADJUSTED  
 SV1035  ___________________________________________________________________
 SV1035  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 SV1035  DYNAMIC HT  -         820.071 (meters)    2690.52  (feet)  COMP
 SV1035  MODELED GRAV-     980,541.3   (mgal)                       NAVD 88
 SV1035
 SV1035  VERT ORDER  -  FIRST     CLASS II
 SV1035
 SV1035.The horizontal coordinates were scaled from a topographic map and have
 SV1035.an estimated accuracy of +/- 6 seconds.
 SV1035
 SV1035.The orthometric height was determined by differential leveling
 SV1035.and adjusted by the National Geodetic Survey in June 1991..
 SV1035
 SV1035.The geoid height was determined by GEOID03.
 SV1035
 SV1035.The dynamic height is computed by dividing the NAVD 88
 SV1035.geopotential number by the normal gravity value computed on the
 SV1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1035.degrees latitude (g = 980.6199 gals.).
 SV1035
 SV1035.The modeled gravity was interpolated from observed gravity values.
 SV1035
 SV1035;                    North         East    Units  Estimated Accuracy
 SV1035;SPC WA S     -   198,550.      761,330.      MT  (+/- 180 meters Scaled)
 SV1035
 SV1035                          SUPERSEDED SURVEY CONTROL
 SV1035
 SV1035.No superseded survey control is available for this station.
 SV1035
 SV1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN955127(NAD 83)
 SV1035_MARKER: I = METAL ROD
 SV1035_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1035_SP_SET: STAINLESS STEEL ROD
 SV1035_STAMPING: D 487 1980
 SV1035_MARK LOGO: NGS   
 SV1035_PROJECTION: RECESSED 3 CENTIMETERS
 SV1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1035_ROD/PIPE-DEPTH: 5.5  meters
 SV1035
 SV1035  HISTORY     - Date     Condition        Report By
 SV1035  HISTORY     - 1980     MONUMENTED       NGS
 SV1035
 SV1035                          STATION DESCRIPTION
 SV1035
 SV1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1035'2.3 KM (1.45 MI) SW FROM FARMINGTON.
 SV1035'2.3 KILOMETERS (1.45 MILES) SOUTHWEST ALONG THE GARFILED-FARMINGTON
 SV1035'ROAD FROM THE JUNCTION OF BELMONT-FARMINGTON ROAD IN FARMINGTON, SET
 SV1035'BETWEEN A POWER LINE POLE AND ITS GUY WIRE, 12.3 METERS (40.5 FEET)
 SV1035'SOUTH OF THE CENTERLINE OF THE ROAD, 55.8 METERS (183 FEET) WEST
 SV1035'OF ROAD MILEPOST 9, 53.9 METERS (177 FEET) EAST OF THE CENTERLINE OF
 SV1035'A DRIVE TO A ONE-STORY FRAME HOUSE, 6.1 METERS (20.0 FEET) SOUTHEAST
 SV1035'OF THE EAST END OF A 25-CENTIMETER (10-INCH) DIAMETER STEEL PIPE
 SV1035'CULVERT UNDER THE ROAD, 2.0 METERS (6.5 FEET) NORTH OF THE GUY WIRE
 SV1035'ANCHOR, 1.7 METERS (5.5 FEET) SOUTH OF THE POWER POLE.
 SV1035'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 SV1035'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1426 ***********************************************************************
 RZ1426  DESIGNATION -  D 488
 RZ1426  PID         -  RZ1426
 RZ1426  STATE/COUNTY-  WA/WHITMAN
 RZ1426  USGS QUAD   -  PULLMAN (1975)
 RZ1426
 RZ1426                         *CURRENT SURVEY CONTROL
 RZ1426  ___________________________________________________________________
 RZ1426* NAD 83(1986)-  46 39 37.     (N)    117 09 46.     (W)     SCALED    
 RZ1426* NAVD 88     -       769.378  (meters)    2524.20   (feet)  ADJUSTED  
 RZ1426  ___________________________________________________________________
 RZ1426  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 RZ1426  DYNAMIC HT  -         769.323 (meters)    2524.02  (feet)  COMP
 RZ1426  MODELED GRAV-     980,517.2   (mgal)                       NAVD 88
 RZ1426
 RZ1426  VERT ORDER  -  FIRST     CLASS II
 RZ1426
 RZ1426.The horizontal coordinates were scaled from a topographic map and have
 RZ1426.an estimated accuracy of +/- 6 seconds.
 RZ1426
 RZ1426.The orthometric height was determined by differential leveling
 RZ1426.and adjusted by the National Geodetic Survey in June 1991..
 RZ1426
 RZ1426.The geoid height was determined by GEOID03.
 RZ1426
 RZ1426.The dynamic height is computed by dividing the NAVD 88
 RZ1426.geopotential number by the normal gravity value computed on the
 RZ1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1426.degrees latitude (g = 980.6199 gals.).
 RZ1426
 RZ1426.The modeled gravity was interpolated from observed gravity values.
 RZ1426
 RZ1426;                    North         East    Units  Estimated Accuracy
 RZ1426;SPC WA S     -   152,890.      755,320.      MT  (+/- 180 meters Scaled)
 RZ1426
 RZ1426                          SUPERSEDED SURVEY CONTROL
 RZ1426
 RZ1426.No superseded survey control is available for this station.
 RZ1426
 RZ1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM875674(NAD 83)
 RZ1426_MARKER: DB = BENCH MARK DISK
 RZ1426_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RZ1426_SP_SET: BRIDGE ABUTMENT
 RZ1426_STAMPING: D 488 1980
 RZ1426_MARK LOGO: NGS   
 RZ1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1426+STABILITY: SURFACE MOTION
 RZ1426
 RZ1426  HISTORY     - Date     Condition        Report By
 RZ1426  HISTORY     - 1980     MONUMENTED       NGS
 RZ1426
 RZ1426                          STATION DESCRIPTION
 RZ1426
 RZ1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1426'11.4 KM (7.1 MI) SW FROM PULLMAN.
 RZ1426'11.4 KILOMETERS (7.1 MILES) SOUTHWEST ALONG THE BURLINGTON NORTHERN
 RZ1426'RAILWAY FROM THE STATION IN PULLMAN, 0.6 KILOMETER (0.4 MILE)
 RZ1426'SOUTHWEST OF ROAD MILEPOST 2, SET IN TOP OF THE SOUTHEAST END OF THE
 RZ1426'NORTHEAST CONCRETE ABUTMENT OF A SMALL BRIDGE OVER A SMALL CREEK,
 RZ1426'26.6 METERS (87.3 FEET) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK,
 RZ1426'4.9 METERS (16.1 FEET) SOUTHEAST OF THE CENTERLINE OF STALEY ROAD.
 RZ1426'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1340 ***********************************************************************
 RZ1340  DESIGNATION -  D 489
 RZ1340  PID         -  RZ1340
 RZ1340  STATE/COUNTY-  WA/ASOTIN
 RZ1340  USGS QUAD   -  SILCOTT (1971)
 RZ1340
 RZ1340                         *CURRENT SURVEY CONTROL
 RZ1340  ___________________________________________________________________
 RZ1340* NAD 83(1986)-  46 25 29.     (N)    117 07 45.     (W)     SCALED    
 RZ1340* NAVD 88     -       228.485  (meters)     749.62   (feet)  ADJUSTED  
 RZ1340  ___________________________________________________________________
 RZ1340  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 RZ1340  DYNAMIC HT  -         228.485 (meters)     749.62  (feet)  COMP
 RZ1340  MODELED GRAV-     980,607.3   (mgal)                       NAVD 88
 RZ1340
 RZ1340  VERT ORDER  -  FIRST     CLASS II
 RZ1340
 RZ1340.The horizontal coordinates were scaled from a topographic map and have
 RZ1340.an estimated accuracy of +/- 6 seconds.
 RZ1340
 RZ1340.The orthometric height was determined by differential leveling
 RZ1340.and adjusted by the National Geodetic Survey in June 1991..
 RZ1340
 RZ1340.The geoid height was determined by GEOID03.
 RZ1340
 RZ1340.The dynamic height is computed by dividing the NAVD 88
 RZ1340.geopotential number by the normal gravity value computed on the
 RZ1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1340.degrees latitude (g = 980.6199 gals.).
 RZ1340
 RZ1340.The modeled gravity was interpolated from observed gravity values.
 RZ1340
 RZ1340;                    North         East    Units  Estimated Accuracy
 RZ1340;SPC WA S     -   126,840.      759,010.      MT  (+/- 180 meters Scaled)
 RZ1340
 RZ1340                          SUPERSEDED SURVEY CONTROL
 RZ1340
 RZ1340.No superseded survey control is available for this station.
 RZ1340
 RZ1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM900412(NAD 83)
 RZ1340_MARKER: DB = BENCH MARK DISK
 RZ1340_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1340_SP_SET: ROCK OUTCROP
 RZ1340_STAMPING: D 489 1980
 RZ1340_MARK LOGO: NGS   
 RZ1340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1340+STABILITY: POSITION/ELEVATION WELL
 RZ1340
 RZ1340  HISTORY     - Date     Condition        Report By
 RZ1340  HISTORY     - 1980     MONUMENTED       NGS
 RZ1340
 RZ1340                          STATION DESCRIPTION
 RZ1340
 RZ1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1340'7.6 KM (4.75 MI) WEST FROM CLARKSTON.
 RZ1340'7.6 KILOMETERS (4.75 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE WEST
 RZ1340'END OF THE HIGHWAY BRIDGE OVER THE SNAKE RIVER IN CLARKSTON, 0.8
 RZ1340'KILOMETER (0.5 MILES) SOUTHEAST OF HIGHWAY MILEPOST 429, SET
 RZ1340'VERTICALLY IN THE FACE OF A ROCK CLIFF, 20.1 METERS (66.0 FEET)
 RZ1340'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24.0 METERS (78.8 FEET)
 RZ1340'NORTHWEST OF THE NORTHWEST EDGE OF A HALF-FILLED OVERHANG WITH A
 RZ1340'SMOKE-BLACKENED ROOF, 1.75 METERS (5.8 FEET) ABOVE THE GROUND.
 RZ1340'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 RZ1340'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0735 ***********************************************************************
 SA0735  DESIGNATION -  D 49
 SA0735  PID         -  SA0735
 SA0735  STATE/COUNTY-  WA/GRANT
 SA0735  USGS QUAD   -  CORFU (1986)
 SA0735
 SA0735                         *CURRENT SURVEY CONTROL
 SA0735  ___________________________________________________________________
 SA0735* NAD 83(1986)-  46 46 16.     (N)    119 29 44.     (W)     SCALED    
 SA0735* NAVD 88     -       328.228  (meters)    1076.86   (feet)  ADJUSTED  
 SA0735  ___________________________________________________________________
 SA0735  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SA0735  DYNAMIC HT  -         328.254 (meters)    1076.95  (feet)  COMP
 SA0735  MODELED GRAV-     980,684.3   (mgal)                       NAVD 88
 SA0735
 SA0735  VERT ORDER  -  SECOND    CLASS 0
 SA0735
 SA0735.The horizontal coordinates were scaled from a topographic map and have
 SA0735.an estimated accuracy of +/- 6 seconds.
 SA0735
 SA0735.The orthometric height was determined by differential leveling
 SA0735.and adjusted by the National Geodetic Survey in June 1991..
 SA0735
 SA0735.The geoid height was determined by GEOID03.
 SA0735
 SA0735.The dynamic height is computed by dividing the NAVD 88
 SA0735.geopotential number by the normal gravity value computed on the
 SA0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0735.degrees latitude (g = 980.6199 gals.).
 SA0735
 SA0735.The modeled gravity was interpolated from observed gravity values.
 SA0735
 SA0735;                    North         East    Units  Estimated Accuracy
 SA0735;SPC WA S     -   160,300.      576,710.      MT  (+/- 180 meters Scaled)
 SA0735
 SA0735                          SUPERSEDED SURVEY CONTROL
 SA0735
 SA0735  NGVD 29 (??/??/92)  327.162  (m)         1073.36   (f) ADJ UNCH    2 0
 SA0735
 SA0735.Superseded values are not recommended for survey control.
 SA0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0735.See file dsdata.txt to determine how the superseded data were derived.
 SA0735
 SA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM094827(NAD 83)
 SA0735_MARKER: DB = BENCH MARK DISK
 SA0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0735_STAMPING: D 49 1934
 SA0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0735+STABILITY: SURFACE MOTION
 SA0735
 SA0735  HISTORY     - Date     Condition        Report By
 SA0735  HISTORY     - 1934     MONUMENTED       CGS
 SA0735  HISTORY     - 1967     GOOD             NGS
 SA0735
 SA0735                          STATION DESCRIPTION
 SA0735
 SA0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA0735'5.4 MI SW FROM CORFU.
 SA0735'THE MARK IS 0.15 MILE SOUTH OF THE NORTHEAST CORNER OF THE SOUTHEAST
 SA0735'QUARTER OF SECTION 24, T15N, R26E, 27 FEET WEST OF THE SECTION LINE
 SA0735'ROAD, A STANDARD DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 SA0735'GROUND.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0125 ***********************************************************************
 SW0125  DESIGNATION -  D 5
 SW0125  PID         -  SW0125
 SW0125  STATE/COUNTY-  WA/ADAMS
 SW0125  USGS QUAD   -  RITZVILLE NE (1967)
 SW0125
 SW0125                         *CURRENT SURVEY CONTROL
 SW0125  ___________________________________________________________________
 SW0125* NAD 83(1986)-  47 08 41.     (N)    118 21 00.     (W)     SCALED    
 SW0125* NAVD 88     -       559.268  (meters)    1834.87   (feet)  POSTED    
 SW0125  ___________________________________________________________________
 SW0125  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 SW0125  DYNAMIC HT  -         559.290 (meters)    1834.94  (feet)  COMP
 SW0125  MODELED GRAV-     980,631.2   (mgal)                       NAVD 88
 SW0125
 SW0125  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SW0125
 SW0125.The horizontal coordinates were scaled from a topographic map and have
 SW0125.an estimated accuracy of +/- 6 seconds.
 SW0125
 SW0125.The orthometric height was determined by differential leveling
 SW0125.and adjusted by the National Geodetic Survey in 1992..
 SW0125.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SW0125.rate of 1.1 thru 2.0 mm/km.
 SW0125
 SW0125.The geoid height was determined by GEOID03.
 SW0125
 SW0125.The dynamic height is computed by dividing the NAVD 88
 SW0125.geopotential number by the normal gravity value computed on the
 SW0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0125.degrees latitude (g = 980.6199 gals.).
 SW0125
 SW0125.The modeled gravity was interpolated from observed gravity values.
 SW0125
 SW0125;                    North         East    Units  Estimated Accuracy
 SW0125;SPC WA S     -   203,560.      663,050.      MT  (+/- 180 meters Scaled)
 SW0125
 SW0125                          SUPERSEDED SURVEY CONTROL
 SW0125
 SW0125.No superseded survey control is available for this station.
 SW0125
 SW0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN976221(NAD 83)
 SW0125_MARKER: P = PIPE CAP
 SW0125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0125_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0125
 SW0125  HISTORY     - Date     Condition        Report By
 SW0125  HISTORY     - UNK      MONUMENTED       CGS
 SW0125  HISTORY     - 1914     GOOD             NGS
 SW0125  HISTORY     - 1944     MARK NOT FOUND   NGS
 SW0125
 SW0125                          STATION DESCRIPTION
 SW0125
 SW0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1914
 SW0125'1.9 MI NE FROM RITZVILLE.
 SW0125'1.9 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SW0125'STATION AT RITZVILLE, ADAMS COUNTY, ABOUT 25 YARDS WEST OF MILEPOST
 SW0125'148, AND ABOUT 50 FEET NORTHWEST OF THE TRACK.  A STANDARD CAP,
 SW0125'FASTENED ON THE TOP OF A 3 1/2-INCH IRON PIPE.
 SW0125
 SW0125                          STATION RECOVERY (1944)
 SW0125
 SW0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 SW0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1323 ***********************************************************************
 SA1323  DESIGNATION -  D 50
 SA1323  PID         -  SA1323
 SA1323  STATE/COUNTY-  WA/YAKIMA
 SA1323  USGS QUAD   -  SULPHUR SPRING (1978)
 SA1323
 SA1323                         *CURRENT SURVEY CONTROL
 SA1323  ___________________________________________________________________
 SA1323* NAD 83(1986)-  46 23 02.     (N)    119 57 44.     (W)     SCALED    
 SA1323* NAVD 88     -       358.712  (meters)    1176.87   (feet)  POSTED    
 SA1323  ___________________________________________________________________
 SA1323  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SA1323  DYNAMIC HT  -         358.720 (meters)    1176.90  (feet)  COMP
 SA1323  MODELED GRAV-     980,617.7   (mgal)                       NAVD 88
 SA1323
 SA1323  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 SA1323
 SA1323.The horizontal coordinates were scaled from a topographic map and have
 SA1323.an estimated accuracy of +/- 6 seconds.
 SA1323
 SA1323.The orthometric height was determined by differential leveling
 SA1323.and adjusted by the National Geodetic Survey in 1992..
 SA1323.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 SA1323.rate of 3.1 thru 4.0 mm/km.
 SA1323
 SA1323.The geoid height was determined by GEOID03.
 SA1323
 SA1323.The dynamic height is computed by dividing the NAVD 88
 SA1323.geopotential number by the normal gravity value computed on the
 SA1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1323.degrees latitude (g = 980.6199 gals.).
 SA1323
 SA1323.The modeled gravity was interpolated from observed gravity values.
 SA1323
 SA1323;                    North         East    Units  Estimated Accuracy
 SA1323;SPC WA S     -   116,910.      541,370.      MT  (+/- 180 meters Scaled)
 SA1323
 SA1323                          SUPERSEDED SURVEY CONTROL
 SA1323
 SA1323  NGVD 29 (??/??/92)  357.67   (m)         1173.5    (f) COMPUTED    2 0
 SA1323
 SA1323.Superseded values are not recommended for survey control.
 SA1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1323.See file dsdata.txt to determine how the superseded data were derived.
 SA1323
 SA1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM722409(NAD 83)
 SA1323_MARKER: DB = BENCH MARK DISK
 SA1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1323_STAMPING: D 50 1934
 SA1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1323+STABILITY: SURFACE MOTION
 SA1323
 SA1323  HISTORY     - Date     Condition        Report By
 SA1323  HISTORY     - 1934     MONUMENTED       CGS
 SA1323  HISTORY     - 1950     MARK NOT FOUND   NGS
 SA1323
 SA1323                          STATION DESCRIPTION
 SA1323
 SA1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 SA1323'5.7 MI NE FROM SUNNYSIDE.
 SA1323'5.7 MILES NORTHEAST ALONG THE ROAD LEADING TO COLD CREEK FROM THE
 SA1323'NORTHERN PACIFIC RAILWAY STATION AT SUNNYSIDE, 33 YARDS NORTH OF THE
 SA1323'INTERSECTION WITH AN OLD ROAD, AND 34 FEET EAST OF THE CENTERLINE OF
 SA1323'THE ROAD LEADING TO SUNNYSIDE.  A STANDARD DISK, STAMPED D 50 1934 AND
 SA1323'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG8037 ***********************************************************************
 DG8037  DESIGNATION -  D 502 RESET
 DG8037  PID         -  DG8037
 DG8037  STATE/COUNTY-  WA/WALLA WALLA
 DG8037  USGS QUAD   -  HUMORIST (1992)
 DG8037
 DG8037                         *CURRENT SURVEY CONTROL
 DG8037  ___________________________________________________________________
 DG8037* NAD 83(1986)-  46 08 32.     (N)    118 56 14.     (W)     SCALED    
 DG8037* NAVD 88     -       110.438  (meters)     362.33   (feet)  ADJUSTED  
 DG8037  ___________________________________________________________________
 DG8037  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 DG8037  DYNAMIC HT  -         110.441 (meters)     362.34  (feet)  COMP
 DG8037  MODELED GRAV-     980,635.8   (mgal)                       NAVD 88
 DG8037
 DG8037  VERT ORDER  -  FIRST     CLASS II
 DG8037
 DG8037.The horizontal coordinates were scaled from a topographic map and have
 DG8037.an estimated accuracy of +/- 6 seconds.
 DG8037
 DG8037.The orthometric height was determined by differential leveling
 DG8037.and adjusted by the National Geodetic Survey in January 2005..
 DG8037
 DG8037.The geoid height was determined by GEOID03.
 DG8037
 DG8037.The dynamic height is computed by dividing the NAVD 88
 DG8037.geopotential number by the normal gravity value computed on the
 DG8037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8037.degrees latitude (g = 980.6199 gals.).
 DG8037
 DG8037.The modeled gravity was interpolated from observed gravity values.
 DG8037
 DG8037;                    North         East    Units  Estimated Accuracy
 DG8037;SPC WA S     -    91,100.      620,730.      MT  (+/- 180 meters Scaled)
 DG8037
 DG8037                          SUPERSEDED SURVEY CONTROL
 DG8037
 DG8037.No superseded survey control is available for this station.
 DG8037
 DG8037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM503116(NAD 83)
 DG8037_MARKER: F = FLANGE-ENCASED ROD
 DG8037_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG8037_STAMPING: D 502 RESET 2001
 DG8037_MARK LOGO: NGS   
 DG8037_PROJECTION: FLUSH
 DG8037_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8037+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2001
 DG8037_ROD/PIPE-DEPTH: 4.81 meters
 DG8037_SLEEVE-DEPTH  : 0.91 meters
 DG8037
 DG8037  HISTORY     - Date     Condition        Report By
 DG8037  HISTORY     - 20010423 MONUMENTED       WADT
 DG8037
 DG8037                          STATION DESCRIPTION
 DG8037
 DG8037'DESCRIBED BY WA DEPT OF TRANSP 2001 (ELS)
 DG8037'FROM THE INTERSECTION OF U.S. HWY. 12 AND WASHINGTON STATE ROUTE 124
 DG8037'GO 9.74 KM (6.05 MI)  SOUTH (EASTBOUND) ON U.S. HWY. 12 TO MILEPOST
 DG8037'301.36 TO THE MARK ON THE RIGHT. THE MARK IS  49 M (160.7 FT) WEST OF
 DG8037'THE EASTBOUND CENTER LINE. 86 M (282.0 FT) EAST OF THE CENTER LINE OF
 DG8037'THE RAIL ROAD TRACKS. 0.6 M (2.0 FT) EAST OF WSDOT WHITE WITNESS POST.
 DG8037'A STAINLESS STEEL ROD ENCASED IN A 5 INCH PVC PIPE WITH A NGS LOGO CAP
 DG8037'ON TOP. NOTE--THE SLEEVE  DEPTH 0.9 METER DOES NOT MEET THE
 DG8037'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1788 ***********************************************************************
 SA1788  DESIGNATION -  D 503
 SA1788  PID         -  SA1788
 SA1788  STATE/COUNTY-  WA/FRANKLIN
 SA1788  USGS QUAD   -  MESA WEST (1986)
 SA1788
 SA1788                         *CURRENT SURVEY CONTROL
 SA1788  ___________________________________________________________________
 SA1788* NAD 83(1986)-  46 32 43.     (N)    119 00 26.     (W)     SCALED    
 SA1788* NAVD 88     -       212.614  (meters)     697.55   (feet)  ADJUSTED  
 SA1788  ___________________________________________________________________
 SA1788  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 SA1788  DYNAMIC HT  -         212.622 (meters)     697.58  (feet)  COMP
 SA1788  MODELED GRAV-     980,644.8   (mgal)                       NAVD 88
 SA1788
 SA1788  VERT ORDER  -  FIRST     CLASS II
 SA1788
 SA1788.The horizontal coordinates were scaled from a topographic map and have
 SA1788.an estimated accuracy of +/- 6 seconds.
 SA1788
 SA1788.The orthometric height was determined by differential leveling
 SA1788.and adjusted by the National Geodetic Survey in June 1991..
 SA1788
 SA1788.The geoid height was determined by GEOID03.
 SA1788
 SA1788.The dynamic height is computed by dividing the NAVD 88
 SA1788.geopotential number by the normal gravity value computed on the
 SA1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1788.degrees latitude (g = 980.6199 gals.).
 SA1788
 SA1788.The modeled gravity was interpolated from observed gravity values.
 SA1788
 SA1788;                    North         East    Units  Estimated Accuracy
 SA1788;SPC WA S     -   135,790.      614,480.      MT  (+/- 180 meters Scaled)
 SA1788
 SA1788                          SUPERSEDED SURVEY CONTROL
 SA1788
 SA1788.No superseded survey control is available for this station.
 SA1788
 SA1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM461565(NAD 83)
 SA1788_MARKER: DV = VERTICAL CONTROL DISK
 SA1788_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SA1788_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SA1788_STAMPING: D 503 1981
 SA1788_MARK LOGO: NGS   
 SA1788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1788+STABILITY: POSITION/ELEVATION WELL
 SA1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA1788+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1990
 SA1788
 SA1788  HISTORY     - Date     Condition        Report By
 SA1788  HISTORY     - 1981     MONUMENTED       NGS
 SA1788  HISTORY     - 19900731 GOOD             NGS
 SA1788
 SA1788                          STATION DESCRIPTION
 SA1788
 SA1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1788'10.8 KM (6.75 MI) NORTH FROM ELTOPIA.
 SA1788'10.8 KM (6.75 MI) NORTH ALONG U.S. HIGHWAY 395 FROM THE JUNCTION OF
 SA1788'BLANTON ROAD IN ELTOPIA, 0.4 KM (0.25 MI) NORTH OF HIGHWAY MILEPOST
 SA1788'44, 0.1 KM (0.05 MI) SOUTH OF THE SOUTH END OF A HIGHWAY BRIDGE OVER A
 SA1788'GRAVEL ROAD, SET IN TOP OF A 2 X 4 FOOT FLAT SHELF OF VOLCANIC ROCK
 SA1788'OUTCROP IN A ROCK HIGHWAY CUT, 16.5 METERS (54.0 FT) SOUTHEAST OF THE
 SA1788'CENTERLINE OF THE HIGHWAY, 25.2 METERS (82.5 FT) SOUTHEAST ACROSS THE
 SA1788'HIGHWAY FROM THE NORTH END OF A LONG STEEL GUARDRAIL, 88.4 METERS (290
 SA1788'FT) SOUTHWEST OF THE NORTHEAST END OF THE CUT.
 SA1788'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 SA1788'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 SA1788
 SA1788                          STATION RECOVERY (1990)
 SA1788
 SA1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SA1788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2498 ***********************************************************************
 SA2498  DESIGNATION -  D 503 RESET
 SA2498  PID         -  SA2498
 SA2498  STATE/COUNTY-  WA/FRANKLIN
 SA2498  USGS QUAD   -  MESA WEST (1986)
 SA2498
 SA2498                         *CURRENT SURVEY CONTROL
 SA2498  ___________________________________________________________________
 SA2498* NAD 83(1986)-  46 32 43.     (N)    119 00 26.     (W)     SCALED    
 SA2498* NAVD 88     -       213.42   (meters)     700.2    (feet)  RESET     
 SA2498  ___________________________________________________________________
 SA2498  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 SA2498
 SA2498  VERT ORDER  -  THIRD
 SA2498
 SA2498.The horizontal coordinates were scaled from a topographic map and have
 SA2498.an estimated accuracy of +/- 6 seconds.
 SA2498
 SA2498.The orthometric height was computed from unverified reset data.
 SA2498.No vertical observational check was made to the station.
 SA2498
 SA2498.The geoid height was determined by GEOID03.
 SA2498
 SA2498;                    North         East    Units  Estimated Accuracy
 SA2498;SPC WA S     -   135,790.      614,480.      MT  (+/- 180 meters Scaled)
 SA2498
 SA2498                          SUPERSEDED SURVEY CONTROL
 SA2498
 SA2498.No superseded survey control is available for this station.
 SA2498
 SA2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM461565(NAD 83)
 SA2498_MARKER: DV = VERTICAL CONTROL DISK
 SA2498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA2498_SP_SET: BRIDGE GUARDRAIL
 SA2498_STAMPING: D 503 RESET 1990
 SA2498_MARK LOGO: NGS   
 SA2498_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2498+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SA2498
 SA2498  HISTORY     - Date     Condition        Report By
 SA2498  HISTORY     - 1990     MONUMENTED       NGS
 SA2498
 SA2498                          STATION DESCRIPTION
 SA2498
 SA2498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SA2498'THE STATION IS LOCATED ABOUT 37.0 KM (23.0 MI) NORTH OF PASCO, 4.8 KM
 SA2498'(3.0 MI) SOUTH OF MESA AND ON RIGHT-OF-WAY FOR STATE ROUTE 395.
 SA2498'TO REACH FROM THE JUNCTION OF STATE ROUTES 17 AND 395 SOUTH OF MESA,
 SA2498'GO SOUTH ON STATE ROUTE 395 FOR 2.6 KM (1.6 MI) TO THE STATION THE
 SA2498'RIGHT,  IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE TRAFFIC
 SA2498'BARRIER AT THE SOUTHWEST CORNER OF THE BRIDGE.  IT IS 0.30 M
 SA2498'(0.98 FT) NORTH OF THE SOUTH END OF THE BARRIER AND 1.5 M (4.9 FT)
 SA2498'ABOVE THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1812 ***********************************************************************
 SA1812  DESIGNATION -  D 504
 SA1812  PID         -  SA1812
 SA1812  STATE/COUNTY-  WA/ADAMS
 SA1812  USGS QUAD   -  HATTON (1970)
 SA1812
 SA1812                         *CURRENT SURVEY CONTROL
 SA1812  ___________________________________________________________________
 SA1812* NAD 83(1986)-  46 47 36.     (N)    118 49 04.     (W)     SCALED    
 SA1812* NAVD 88     -       341.574  (meters)    1120.65   (feet)  ADJUSTED  
 SA1812  ___________________________________________________________________
 SA1812  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SA1812  DYNAMIC HT  -         341.587 (meters)    1120.69  (feet)  COMP
 SA1812  MODELED GRAV-     980,641.6   (mgal)                       NAVD 88
 SA1812
 SA1812  VERT ORDER  -  FIRST     CLASS II
 SA1812
 SA1812.The horizontal coordinates were scaled from a topographic map and have
 SA1812.an estimated accuracy of +/- 6 seconds.
 SA1812
 SA1812.The orthometric height was determined by differential leveling
 SA1812.and adjusted by the National Geodetic Survey in June 1991..
 SA1812
 SA1812.The geoid height was determined by GEOID03.
 SA1812
 SA1812.The dynamic height is computed by dividing the NAVD 88
 SA1812.geopotential number by the normal gravity value computed on the
 SA1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1812.degrees latitude (g = 980.6199 gals.).
 SA1812
 SA1812.The modeled gravity was interpolated from observed gravity values.
 SA1812
 SA1812;                    North         East    Units  Estimated Accuracy
 SA1812;SPC WA S     -   163,650.      628,420.      MT  (+/- 180 meters Scaled)
 SA1812
 SA1812                          SUPERSEDED SURVEY CONTROL
 SA1812
 SA1812.No superseded survey control is available for this station.
 SA1812
 SA1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM612838(NAD 83)
 SA1812_MARKER: DB = BENCH MARK DISK
 SA1812_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SA1812_SP_SET: BRIDGE PIER ON BEDROCK
 SA1812_STAMPING: D 504 1981
 SA1812_MARK LOGO: NGS   
 SA1812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1812+STABILITY: POSITION/ELEVATION WELL
 SA1812
 SA1812  HISTORY     - Date     Condition        Report By
 SA1812  HISTORY     - 1981     MONUMENTED       NGS
 SA1812
 SA1812                          STATION DESCRIPTION
 SA1812
 SA1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1812'2.6 KM (1.6 MI) NORTH FROM HATTON.
 SA1812'2.6 KM (1.6 MI) NORTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 SA1812'HATTON ROAD CROSSING IN HATTON, 0.6 KM (0.4 MI) NORTH OF RAILROAD
 SA1812'MILEPOST 100, SET VERTICALLY IN THE WEST FACE OF THE CENTER ONE OF
 SA1812'THREE EAST BRIDGE PIERS FOR THE STATE HIGHWAY 26 OVERPASS, 5.8 METERS
 SA1812'(19.0 FT) EAST OF THE EAST RAIL OF THE TRACKS, 1.5 METERS (5.0 FT)
 SA1812'ABOVE THE GROUND.
 SA1812'THE MARK IS 1.2 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0915 ***********************************************************************
 SW0915  DESIGNATION -  D 505
 SW0915  PID         -  SW0915
 SW0915  STATE/COUNTY-  WA/ADAMS
 SW0915  USGS QUAD   -  REIMAN (1967)
 SW0915
 SW0915                         *CURRENT SURVEY CONTROL
 SW0915  ___________________________________________________________________
 SW0915* NAD 83(1986)-  47 13 02.     (N)    118 41 09.     (W)     SCALED    
 SW0915* NAVD 88     -       540.714  (meters)    1773.99   (feet)  ADJUSTED  
 SW0915  ___________________________________________________________________
 SW0915  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 SW0915  DYNAMIC HT  -         540.740 (meters)    1774.08  (feet)  COMP
 SW0915  MODELED GRAV-     980,644.9   (mgal)                       NAVD 88
 SW0915
 SW0915  VERT ORDER  -  FIRST     CLASS II
 SW0915
 SW0915.The horizontal coordinates were scaled from a topographic map and have
 SW0915.an estimated accuracy of +/- 6 seconds.
 SW0915
 SW0915.The orthometric height was determined by differential leveling
 SW0915.and adjusted by the National Geodetic Survey in June 1991..
 SW0915
 SW0915.The geoid height was determined by GEOID03.
 SW0915
 SW0915.The dynamic height is computed by dividing the NAVD 88
 SW0915.geopotential number by the normal gravity value computed on the
 SW0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0915.degrees latitude (g = 980.6199 gals.).
 SW0915
 SW0915.The modeled gravity was interpolated from observed gravity values.
 SW0915
 SW0915;                    North         East    Units  Estimated Accuracy
 SW0915;SPC WA S     -   210,980.      637,400.      MT  (+/- 180 meters Scaled)
 SW0915
 SW0915                          SUPERSEDED SURVEY CONTROL
 SW0915
 SW0915.No superseded survey control is available for this station.
 SW0915
 SW0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN723306(NAD 83)
 SW0915_MARKER: I = METAL ROD
 SW0915_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0915_SP_SET: STAINLESS STEEL ROD
 SW0915_STAMPING: D 505 1981
 SW0915_MARK LOGO: NGS   
 SW0915_PROJECTION: FLUSH
 SW0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0915_ROD/PIPE-DEPTH: 4.6  meters
 SW0915
 SW0915  HISTORY     - Date     Condition        Report By
 SW0915  HISTORY     - 1981     MONUMENTED       NGS
 SW0915  HISTORY     - 1982     GOOD             NGS
 SW0915
 SW0915                          STATION DESCRIPTION
 SW0915
 SW0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0915'13.5 KM (8.4 MI) SOUTH FROM ODESSA.
 SW0915'13.5 KM (8.4 MI) SOUTH ALONG STATE HIGHWAY 21 FRON THE JUNCTION OF
 SW0915'STATE HIGHWAY 28 IN ODESSA, 0.7 KM (0.45 MI) SOUTH OF THE JUNCTION OF
 SW0915'A PAVED ROAD LEADING NORTHEAST TO THE REIMAN GRAIN SILO, 7.0 METERS
 SW0915'(23.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 34.5 METERS (113 FT)
 SW0915'NORTH OF TELEPHONE POLE NUMBER 667-C-210, 14.3 METERS (47.0 FT) SOUTH
 SW0915'OF TELEPHONE POLE NUMBER 668-L99-209, 0.5 METERS (1.5 FT) EAST OF
 SW0915'HIGHWAY MILEPOST 23.
 SW0915'THE MARK IS 0.35 METERS  W FROM A WITNESS POST.
 SW0915'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY CENTERLINE.
 SW0915
 SW0915                          STATION RECOVERY (1982)
 SW0915
 SW0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1099 ***********************************************************************
 SV1099  DESIGNATION -  D 506
 SV1099  PID         -  SV1099
 SV1099  STATE/COUNTY-  WA/SPOKANE
 SV1099  USGS QUAD   -  LANCE HILLS (1980)
 SV1099
 SV1099                         *CURRENT SURVEY CONTROL
 SV1099  ___________________________________________________________________
 SV1099* NAD 83(1986)-  47 28 01.     (N)    117 38 21.     (W)     SCALED    
 SV1099* NAVD 88     -       725.349  (meters)    2379.75   (feet)  ADJUSTED  
 SV1099  ___________________________________________________________________
 SV1099  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 SV1099  DYNAMIC HT  -         725.364 (meters)    2379.80  (feet)  COMP
 SV1099  MODELED GRAV-     980,609.5   (mgal)                       NAVD 88
 SV1099
 SV1099  VERT ORDER  -  FIRST     CLASS II
 SV1099
 SV1099.The horizontal coordinates were scaled from a topographic map and have
 SV1099.an estimated accuracy of +/- 6 seconds.
 SV1099
 SV1099.The orthometric height was determined by differential leveling
 SV1099.and adjusted by the National Geodetic Survey in June 1991..
 SV1099
 SV1099.Photographs are available for this station.
 SV1099
 SV1099.The geoid height was determined by GEOID03.
 SV1099
 SV1099.The dynamic height is computed by dividing the NAVD 88
 SV1099.geopotential number by the normal gravity value computed on the
 SV1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1099.degrees latitude (g = 980.6199 gals.).
 SV1099
 SV1099.The modeled gravity was interpolated from observed gravity values.
 SV1099
 SV1099;                    North         East    Units  Estimated Accuracy
 SV1099;SPC WA N     -    56,910.      740,740.      MT  (+/- 180 meters Scaled)
 SV1099
 SV1099                          SUPERSEDED SURVEY CONTROL
 SV1099
 SV1099.No superseded survey control is available for this station.
 SV1099
 SV1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN518572(NAD 83)
 SV1099_MARKER: I = METAL ROD
 SV1099_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1099_SP_SET: STAINLESS STEEL ROD
 SV1099_STAMPING: D 506 1981
 SV1099_MARK LOGO: NGS   
 SV1099_PROJECTION: FLUSH
 SV1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1099+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2003
 SV1099_ROD/PIPE-DEPTH: 1.0  meters
 SV1099
 SV1099  HISTORY     - Date     Condition        Report By
 SV1099  HISTORY     - 1981     MONUMENTED       NGS
 SV1099  HISTORY     - 20030212 GOOD             WA-063
 SV1099
 SV1099                          STATION DESCRIPTION
 SV1099
 SV1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SV1099'5.4 KM (3.35 MI) SW FROM CHENEY.
 SV1099'5.4 KM (3.35 MILES) SOUTHWEST ALONG THE COLUMBIA BASIN HIGHWAY
 SV1099'FROM THE INTERSECTION OF COLLEGE STREET AT CHENEY, 0.5 KM (0.3
 SV1099'MILE) EAST OF A SMALL CONCRETE HIGHWAY BRIDGE, 0.5 KM (0.3 MILE)
 SV1099'SOUTHWEST OF MILE POST 8, AT A  T  FENCE JUNCTION IN THE
 SV1099'NORTHWEST RIGHT-OF-WAY FENCE, 15.2 METERS (50.0 FEET) NORTHWEST
 SV1099'THE CENTERLINE OF THE HIGHWAY, 0.4 METER (1.3 FEET) SOUTHEAST
 SV1099'OF THE RIGHT-OF-WAY FENCE, 1.2 METERS (4.0 FEET) SOUTHWEST
 SV1099'OF THE SOUTHWEST ONE OF TWO RAILROAD TIE FENCE POST.
 SV1099'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 SV1099'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 SV1099
 SV1099                          STATION RECOVERY (2003)
 SV1099
 SV1099'RECOVERY NOTE BY SPOKANE COUNTY WASHINGTON 2003 (JM)
 SV1099'THE MARK IS DIRECTLY ACROSS THE HIGHWAY FROM THE DRIVEWAY OF A HOUSE
 SV1099'LOCATED AT 16206 STATE HIGHWAY 904.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0933 ***********************************************************************
 SW0933  DESIGNATION -  D 507
 SW0933  PID         -  SW0933
 SW0933  STATE/COUNTY-  WA/LINCOLN
 SW0933  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW0933
 SW0933                         *CURRENT SURVEY CONTROL
 SW0933  ___________________________________________________________________
 SW0933* NAD 83(1986)-  47 21 17.     (N)    118 06 10.     (W)     SCALED    
 SW0933* NAVD 88     -       597.485  (meters)    1960.25   (feet)  ADJUSTED  
 SW0933  ___________________________________________________________________
 SW0933  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 SW0933  DYNAMIC HT  -         597.507 (meters)    1960.32  (feet)  COMP
 SW0933  MODELED GRAV-     980,631.6   (mgal)                       NAVD 88
 SW0933
 SW0933  VERT ORDER  -  FIRST     CLASS II
 SW0933
 SW0933.The horizontal coordinates were scaled from a topographic map and have
 SW0933.an estimated accuracy of +/- 6 seconds.
 SW0933
 SW0933.The orthometric height was determined by differential leveling
 SW0933.and adjusted by the National Geodetic Survey in June 1991..
 SW0933
 SW0933.The geoid height was determined by GEOID03.
 SW0933
 SW0933.The dynamic height is computed by dividing the NAVD 88
 SW0933.geopotential number by the normal gravity value computed on the
 SW0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0933.degrees latitude (g = 980.6199 gals.).
 SW0933
 SW0933.The modeled gravity was interpolated from observed gravity values.
 SW0933
 SW0933;                    North         East    Units  Estimated Accuracy
 SW0933;SPC WA N     -    43,100.      706,260.      MT  (+/- 180 meters Scaled)
 SW0933
 SW0933                          SUPERSEDED SURVEY CONTROL
 SW0933
 SW0933.No superseded survey control is available for this station.
 SW0933
 SW0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN167451(NAD 83)
 SW0933_MARKER: DB = BENCH MARK DISK
 SW0933_SETTING: 66 = SET IN ROCK OUTCROP
 SW0933_SP_SET: ROCK OUTCROP
 SW0933_STAMPING: D 507 1981
 SW0933_MARK LOGO: NGS   
 SW0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0933
 SW0933  HISTORY     - Date     Condition        Report By
 SW0933  HISTORY     - 1981     MONUMENTED       NGS
 SW0933  HISTORY     - 20050807 GOOD             GEOCAC
 SW0933
 SW0933                          STATION DESCRIPTION
 SW0933
 SW0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0933'14.6 KM (9.1 MI) NW FROM SPRAGUE.
 SW0933'14.5 KM (9.15 MILES) NORTHWEST ALONG STATE HIGHWAY 23 FROM
 SW0933'THE COLUMBIA BASIN OVERPASS AT SPRAGUE, 0.85 KM (0.55 MILE)
 SW0933'SOUTHEAST OF THE CROSSING OF CRAB CREEK, 0.5 KM (0.3 MILE)
 SW0933'NORTHWEST OF MILE POST 52, 7.3 METERS (24.0 FEET) NORTHEAST
 SW0933'OF THE CENTERLINE OF THE HIGHWAY, 10.2 METERS (33.5 FEET)
 SW0933'SOUTH OF THE CENTERLINE OF A DIRT ROAD LEADING NORTHEAST.
 SW0933'THE MARK IS 0.55 METERS  NW FROM A WITNESS POST.
 SW0933'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SW0933
 SW0933                          STATION RECOVERY (2005)
 SW0933
 SW0933'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SW0933'GOOD CONDITION, SET IN ROCK OUTCROPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0957 ***********************************************************************
 SW0957  DESIGNATION -  D 508
 SW0957  PID         -  SW0957
 SW0957  STATE/COUNTY-  WA/LINCOLN
 SW0957  USGS QUAD   -  LAMONA (1969)
 SW0957
 SW0957                         *CURRENT SURVEY CONTROL
 SW0957  ___________________________________________________________________
 SW0957* NAD 83(1986)-  47 22 07.     (N)    118 25 48.     (W)     SCALED    
 SW0957* NAVD 88     -       592.554  (meters)    1944.07   (feet)  ADJUSTED  
 SW0957  ___________________________________________________________________
 SW0957  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SW0957  DYNAMIC HT  -         592.581 (meters)    1944.16  (feet)  COMP
 SW0957  MODELED GRAV-     980,639.0   (mgal)                       NAVD 88
 SW0957
 SW0957  VERT ORDER  -  FIRST     CLASS II
 SW0957
 SW0957.The horizontal coordinates were scaled from a topographic map and have
 SW0957.an estimated accuracy of +/- 6 seconds.
 SW0957
 SW0957.The orthometric height was determined by differential leveling
 SW0957.and adjusted by the National Geodetic Survey in June 1991..
 SW0957
 SW0957.The geoid height was determined by GEOID03.
 SW0957
 SW0957.The dynamic height is computed by dividing the NAVD 88
 SW0957.geopotential number by the normal gravity value computed on the
 SW0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0957.degrees latitude (g = 980.6199 gals.).
 SW0957
 SW0957.The modeled gravity was interpolated from observed gravity values.
 SW0957
 SW0957;                    North         East    Units  Estimated Accuracy
 SW0957;SPC WA N     -    43,820.      681,500.      MT  (+/- 180 meters Scaled)
 SW0957
 SW0957                          SUPERSEDED SURVEY CONTROL
 SW0957
 SW0957.No superseded survey control is available for this station.
 SW0957
 SW0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN920471(NAD 83)
 SW0957_MARKER: I = METAL ROD
 SW0957_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0957_SP_SET: STAINLESS STEEL ROD
 SW0957_STAMPING: D 508 1981
 SW0957_MARK LOGO: NGS   
 SW0957_PROJECTION: FLUSH
 SW0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0957_ROD/PIPE-DEPTH: 2.7  meters
 SW0957
 SW0957  HISTORY     - Date     Condition        Report By
 SW0957  HISTORY     - 1981     MONUMENTED       NGS
 SW0957
 SW0957                          STATION DESCRIPTION
 SW0957
 SW0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0957'20.7 KM (12.85 MI) EAST FROM ODESSA.
 SW0957'18.8 KM (11.7 MILES) EAST ALONG STATE HIGHWAY 28 FROM THE
 SW0957'EAST JUNCTION OF STATE HIGHWAY 21 AT ODESSA, THENCE 1.8 KM
 SW0957'(1.15 MILES) WEST ALONG A PAVED ROAD, ALSO 18.6 KM (11.55
 SW0957'MILES) SOUTHWEST OF HARRINGTON, SET BETWEEN A DOUBLE POLED
 SW0957'HIGH TENSION POWER LINE STRUCTURE, 23.3 METERS (76.5 FEET)
 SW0957'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.5 METERS (5.0
 SW0957'FEET) NORTHWEST OF THE SOUTHEAST POLE, 1.6 METERS (5.3 FEET)
 SW0957'SOUTHEAST OF THE NORTHWEST POLE.
 SW0957'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 SW0957'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0985 ***********************************************************************
 SW0985  DESIGNATION -  D 509
 SW0985  PID         -  SW0985
 SW0985  STATE/COUNTY-  WA/LINCOLN
 SW0985  USGS QUAD   -  ALMIRA SE (1969)
 SW0985
 SW0985                         *CURRENT SURVEY CONTROL
 SW0985  ___________________________________________________________________
 SW0985* NAD 83(1986)-  47 34 00.     (N)    118 47 10.     (W)     SCALED    
 SW0985* NAVD 88     -       590.091  (meters)    1935.99   (feet)  ADJUSTED  
 SW0985  ___________________________________________________________________
 SW0985  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 SW0985  DYNAMIC HT  -         590.123 (meters)    1936.10  (feet)  COMP
 SW0985  MODELED GRAV-     980,648.1   (mgal)                       NAVD 88
 SW0985
 SW0985  VERT ORDER  -  FIRST     CLASS II
 SW0985
 SW0985.The horizontal coordinates were scaled from a topographic map and have
 SW0985.an estimated accuracy of +/- 6 seconds.
 SW0985
 SW0985.The orthometric height was determined by differential leveling
 SW0985.and adjusted by the National Geodetic Survey in June 1991..
 SW0985
 SW0985.The geoid height was determined by GEOID03.
 SW0985
 SW0985.The dynamic height is computed by dividing the NAVD 88
 SW0985.geopotential number by the normal gravity value computed on the
 SW0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0985.degrees latitude (g = 980.6199 gals.).
 SW0985
 SW0985.The modeled gravity was interpolated from observed gravity values.
 SW0985
 SW0985;                    North         East    Units  Estimated Accuracy
 SW0985;SPC WA N     -    65,050.      654,030.      MT  (+/- 180 meters Scaled)
 SW0985
 SW0985                          SUPERSEDED SURVEY CONTROL
 SW0985
 SW0985.No superseded survey control is available for this station.
 SW0985
 SW0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN656696(NAD 83)
 SW0985_MARKER: I = METAL ROD
 SW0985_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0985_SP_SET: STAINLESS STEEL ROD
 SW0985_STAMPING: D 509 1981
 SW0985_MARK LOGO: NGS   
 SW0985_PROJECTION: FLUSH
 SW0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0985_ROD/PIPE-DEPTH: 10.1 meters
 SW0985
 SW0985  HISTORY     - Date     Condition        Report By
 SW0985  HISTORY     - 1981     MONUMENTED       NGS
 SW0985  HISTORY     - 1983     GOOD             NGS
 SW0985
 SW0985                          STATION DESCRIPTION
 SW0985
 SW0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0985'30.5 KM (18.95 MI) NORT FROM ODESSA.
 SW0985'30.5 KM (18.95 MI) NORTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0985'STATE HIGHWAY 28 IN ODESSA, AT THE SOUTHWEST CORNER OF THE T JUNCTION
 SW0985'OF A GRAVEL ROAD LEADING WEST, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 51,
 SW0985'10.6 METERS (35. FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 12.3
 SW0985'METERS (40.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 2.3 METERS (7.5
 SW0985'FT) SOUTH OF A FENCE CORNER POST, 0.45 METER (1.5 FT) EAST OF A FENCE.
 SW0985'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 SW0985'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SW0985
 SW0985                          STATION RECOVERY (1983)
 SW0985
 SW0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SW0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0087 ***********************************************************************
 SB0087  DESIGNATION -  D 51
 SB0087  PID         -  SB0087
 SB0087  STATE/COUNTY-  WA/KITTITAS
 SB0087  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SB0087
 SB0087                         *CURRENT SURVEY CONTROL
 SB0087  ___________________________________________________________________
 SB0087* NAD 83(1986)-  47 00 06.     (N)    120 32 13.     (W)     SCALED    
 SB0087* NAVD 88     -       485.587  (meters)    1593.13   (feet)  ADJUSTED  
 SB0087  ___________________________________________________________________
 SB0087  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SB0087  DYNAMIC HT  -         485.590 (meters)    1593.14  (feet)  COMP
 SB0087  MODELED GRAV-     980,604.1   (mgal)                       NAVD 88
 SB0087
 SB0087  VERT ORDER  -  FIRST     CLASS II
 SB0087
 SB0087.The horizontal coordinates were scaled from a topographic map and have
 SB0087.an estimated accuracy of +/- 6 seconds.
 SB0087
 SB0087.The orthometric height was determined by differential leveling
 SB0087.and adjusted by the National Geodetic Survey in June 1991..
 SB0087
 SB0087.The geoid height was determined by GEOID03.
 SB0087
 SB0087.The dynamic height is computed by dividing the NAVD 88
 SB0087.geopotential number by the normal gravity value computed on the
 SB0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0087.degrees latitude (g = 980.6199 gals.).
 SB0087
 SB0087.The modeled gravity was interpolated from observed gravity values.
 SB0087
 SB0087;                    North         East    Units  Estimated Accuracy
 SB0087;SPC WA S     -   185,440.      497,190.      MT  (+/- 180 meters Scaled)
 SB0087
 SB0087                          SUPERSEDED SURVEY CONTROL
 SB0087
 SB0087  NGVD 29 (??/??/92)  484.472  (m)         1589.47   (f) ADJ UNCH    1 2
 SB0087
 SB0087.Superseded values are not recommended for survey control.
 SB0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0087.See file dsdata.txt to determine how the superseded data were derived.
 SB0087
 SB0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT872082(NAD 83)
 SB0087_MARKER: DB = BENCH MARK DISK
 SB0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0087_SP_SET: ABUTMENT
 SB0087_STAMPING: D 51 1934
 SB0087_MARK LOGO: CGS   
 SB0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0087
 SB0087  HISTORY     - Date     Condition        Report By
 SB0087  HISTORY     - 1934     MONUMENTED       CGS
 SB0087  HISTORY     - 1982     GOOD             NGS
 SB0087  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SB0087  HISTORY     - 20000114 MARK NOT FOUND   NGS
 SB0087
 SB0087                          STATION DESCRIPTION
 SB0087
 SB0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SB0087'IN ELLENSBURG.
 SB0087'ALONG THE RIGHT OF WAY OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0087'RAILROAD, ABOUT 0.5 MILE EAST OF THE STATION BUILDING AT ELLENSBURG, 7
 SB0087'RAIL LENGTHS, APPROXIMATELY 77 YARDS EAST OF MILE POST 2060, ON THE
 SB0087'NORTH END OF THE EAST CONCRETE ABUTMENT OF STEEL TRESTLE NO. EE 368,
 SB0087'OVERPASSING NORTH CHESTNUT STREET, 4.5 FEET SOUTH OF NORTH EDGE OF
 SB0087'ABUTMENT, LEVEL WITH BRIDGE SEAT.
 SB0087
 SB0087                          STATION RECOVERY (1982)
 SB0087
 SB0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0087'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0087'0.4 KM (0.25 MI) EAST ALONG EIGHTH AVENUE FROM THE LIBRARY AT THE
 SB0087'CENTRAL WASHINGTON COLLEGE IN ELLENSBURG, THENCE 0.24 KM (0.15 MI)
 SB0087'NORTH ALONG CHESTNUT STREET, IN TOP OF THE NORTH END OF THE BRIDGE
 SB0087'SEAT OF THE EAST ABUTMENT FOR THE ABANDON RAILROAD OVERPASS BRIDGE,
 SB0087'1.4 METERS (4.5 FT) SOUTH OF THE NORTH END OF THE BRIDGE SEAT, 0.45
 SB0087'METER (1.5 FT) EAST OF THE WEST EDGE OF THE SEAT.
 SB0087'THE MARK IS 3.6 M ABOVE THE STREET.
 SB0087
 SB0087                          STATION RECOVERY (1987)
 SB0087
 SB0087'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SB0087'MARK NOT FOUND.
 SB0087
 SB0087                          STATION RECOVERY (2000)
 SB0087
 SB0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS)
 SB0087'THE OVERPASS HAS BEEN REMOVED, A THOROUGH SEARCH REVEALED NO EVIDENCE
 SB0087'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1011 ***********************************************************************
 SW1011  DESIGNATION -  D 510
 SW1011  PID         -  SW1011
 SW1011  STATE/COUNTY-  WA/LINCOLN
 SW1011  USGS QUAD   -  MICA MOUNTAIN (1989)
 SW1011
 SW1011                         *CURRENT SURVEY CONTROL
 SW1011  ___________________________________________________________________
 SW1011* NAD 83(1986)-  47 53 22.     (N)    118 51 29.     (W)     SCALED    
 SW1011* NAVD 88     -       824.527  (meters)    2705.14   (feet)  ADJUSTED  
 SW1011  ___________________________________________________________________
 SW1011  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 SW1011  DYNAMIC HT  -         824.550 (meters)    2705.21  (feet)  COMP
 SW1011  MODELED GRAV-     980,612.3   (mgal)                       NAVD 88
 SW1011
 SW1011  VERT ORDER  -  FIRST     CLASS II
 SW1011
 SW1011.The horizontal coordinates were scaled from a topographic map and have
 SW1011.an estimated accuracy of +/- 6 seconds.
 SW1011
 SW1011.The orthometric height was determined by differential leveling
 SW1011.and adjusted by the National Geodetic Survey in June 1991..
 SW1011
 SW1011.The geoid height was determined by GEOID03.
 SW1011
 SW1011.The dynamic height is computed by dividing the NAVD 88
 SW1011.geopotential number by the normal gravity value computed on the
 SW1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW1011.degrees latitude (g = 980.6199 gals.).
 SW1011
 SW1011.The modeled gravity was interpolated from observed gravity values.
 SW1011
 SW1011;                    North         East    Units  Estimated Accuracy
 SW1011;SPC WA N     -   100,790.      647,700.      MT  (+/- 180 meters Scaled)
 SW1011
 SW1011                          SUPERSEDED SURVEY CONTROL
 SW1011
 SW1011.No superseded survey control is available for this station.
 SW1011
 SW1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP611056(NAD 83)
 SW1011_MARKER: I = METAL ROD
 SW1011_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW1011_SP_SET: STAINLESS STEEL ROD
 SW1011_STAMPING: D 510 1981
 SW1011_MARK LOGO: NGS   
 SW1011_PROJECTION: FLUSH
 SW1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1011_ROD/PIPE-DEPTH: 1.2  meters
 SW1011
 SW1011  HISTORY     - Date     Condition        Report By
 SW1011  HISTORY     - 1981     MONUMENTED       NGS
 SW1011
 SW1011                          STATION DESCRIPTION
 SW1011
 SW1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW1011'13.8 KM (8.6 MI) SE FROM GRAND COULEE.
 SW1011'13.8 KM (8.6 MI) SOUTHEAST ALONG STATE HIGHWAY 174 FROM THE JUNCTION
 SW1011'OF STATE HIGHWAY 155 IN GRAND COULEE, AT THE NORTHWEST CORNER OF THE
 SW1011'INTERSECTION OF AN EAST-WEST GRAVEL ROAD, 0.55 KM (0.35 MI) SOUTH OF
 SW1011'MILEPOST 30, 0.6 KM (0.4 MI) SOUTH OF A PRIVATE DRIVE LEADING WEST TO
 SW1011'A FARM HOUSE, 14.8 METERS (48.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 SW1011'HIGHWAY, 55.3 METERS (181 FT) NORTH OF THE CENTERLINE OF THE ROAD,
 SW1011'51.3 METERS (168 FT) NORTHWEST OF A POWER LINE POLE, 50.1 METERS (164
 SW1011'FT) NORTHWEST OF A FENCE CORNER POST, 0.45 METER (1.5 FT) NORTHEAST OF
 SW1011'THE RIGHT-OF-WAY FENCE, THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 4
 SW1011'FEET.
 SW1011'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 SW1011'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0779 ***********************************************************************
 TP0779  DESIGNATION -  D 511
 TP0779  PID         -  TP0779
 TP0779  STATE/COUNTY-  WA/OKANOGAN
 TP0779  USGS QUAD   -  ARMSTRONG CREEK (1989)
 TP0779
 TP0779                         *CURRENT SURVEY CONTROL
 TP0779  ___________________________________________________________________
 TP0779* NAD 83(1986)-  48 08 21.     (N)    119 02 40.     (W)     SCALED    
 TP0779* NAVD 88     -       328.876  (meters)    1078.99   (feet)  ADJUSTED  
 TP0779  ___________________________________________________________________
 TP0779  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 TP0779  DYNAMIC HT  -         328.915 (meters)    1079.12  (feet)  COMP
 TP0779  MODELED GRAV-     980,722.2   (mgal)                       NAVD 88
 TP0779
 TP0779  VERT ORDER  -  FIRST     CLASS II
 TP0779
 TP0779.The horizontal coordinates were scaled from a topographic map and have
 TP0779.an estimated accuracy of +/- 6 seconds.
 TP0779
 TP0779.The orthometric height was determined by differential leveling
 TP0779.and adjusted by the National Geodetic Survey in June 1991..
 TP0779
 TP0779.The geoid height was determined by GEOID03.
 TP0779
 TP0779.The dynamic height is computed by dividing the NAVD 88
 TP0779.geopotential number by the normal gravity value computed on the
 TP0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0779.degrees latitude (g = 980.6199 gals.).
 TP0779
 TP0779.The modeled gravity was interpolated from observed gravity values.
 TP0779
 TP0779;                    North         East    Units  Estimated Accuracy
 TP0779;SPC WA N     -   128,200.      633,120.      MT  (+/- 180 meters Scaled)
 TP0779
 TP0779                          SUPERSEDED SURVEY CONTROL
 TP0779
 TP0779.No superseded survey control is available for this station.
 TP0779
 TP0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP479337(NAD 83)
 TP0779_MARKER: I = METAL ROD
 TP0779_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0779_SP_SET: STAINLESS STEEL ROD
 TP0779_STAMPING: D 511 1981
 TP0779_MARK LOGO: NGS   
 TP0779_PROJECTION: FLUSH
 TP0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0779_ROD/PIPE-DEPTH: 9.1  meters
 TP0779
 TP0779  HISTORY     - Date     Condition        Report By
 TP0779  HISTORY     - 1981     MONUMENTED       NGS
 TP0779  HISTORY     - 1983     GOOD             NGS
 TP0779
 TP0779                          STATION DESCRIPTION
 TP0779
 TP0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0779'6.2 KM (3.85 MI) WEST FROM COLVILLE INDIAN AGENCY.
 TP0779'6.2 KM (3.85 MI) WEST ALONG A PAVED ROAD FROM THE INTERSECTION OF
 TP0779'STATE HIGHWAY 155 AT THE COLVILLE INDIAN AGENCY, 0.2 KM (0.1 MI) EAST
 TP0779'ALONG A FENCE LINE FROM A LOG HOUSE, 0.3 KM (0.2 MI) SOUTHEAST OF THE
 TP0779'Y JUNCTION OF A TRACK ROAD LEADING NORTHEAST UP PANAMA CANYON, 15.1
 TP0779'METERS (49.5 FT) SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 30.8
 TP0779'METERS (101 FT) SOUTHWEST OF AND ACROSS THE ROAD FROM POWER LINE POLE
 TP0779'C353 M50, 1.4 METERS (4.5 FT) SOUTHEAST OF A BRACED FENCE CORNER POST,
 TP0779'0.3 METER (1.0 FT) NORTHEAST OF A FENCE.
 TP0779'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 TP0779'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 TP0779
 TP0779                          STATION RECOVERY (1983)
 TP0779
 TP0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TP0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0803 ***********************************************************************
 TP0803  DESIGNATION -  D 512
 TP0803  PID         -  TP0803
 TP0803  STATE/COUNTY-  WA/OKANOGAN
 TP0803  USGS QUAD   -  OMAK LAKE (1980)
 TP0803
 TP0803                         *CURRENT SURVEY CONTROL
 TP0803  ___________________________________________________________________
 TP0803* NAD 83(1986)-  48 16 56.     (N)    119 24 55.     (W)     SCALED    
 TP0803* NAVD 88     -       420.599  (meters)    1379.92   (feet)  ADJUSTED  
 TP0803  ___________________________________________________________________
 TP0803  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 TP0803  DYNAMIC HT  -         420.654 (meters)    1380.10  (feet)  COMP
 TP0803  MODELED GRAV-     980,729.8   (mgal)                       NAVD 88
 TP0803
 TP0803  VERT ORDER  -  FIRST     CLASS II
 TP0803
 TP0803.The horizontal coordinates were scaled from a topographic map and have
 TP0803.an estimated accuracy of +/- 6 seconds.
 TP0803
 TP0803.The orthometric height was determined by differential leveling
 TP0803.and adjusted by the National Geodetic Survey in June 1991..
 TP0803
 TP0803.The geoid height was determined by GEOID03.
 TP0803
 TP0803.The dynamic height is computed by dividing the NAVD 88
 TP0803.geopotential number by the normal gravity value computed on the
 TP0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0803.degrees latitude (g = 980.6199 gals.).
 TP0803
 TP0803.The modeled gravity was interpolated from observed gravity values.
 TP0803
 TP0803;                    North         East    Units  Estimated Accuracy
 TP0803;SPC WA N     -   143,530.      605,230.      MT  (+/- 180 meters Scaled)
 TP0803
 TP0803                          SUPERSEDED SURVEY CONTROL
 TP0803
 TP0803.No superseded survey control is available for this station.
 TP0803
 TP0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP208504(NAD 83)
 TP0803_MARKER: DB = BENCH MARK DISK
 TP0803_SETTING: 66 = SET IN ROCK OUTCROP
 TP0803_SP_SET: ROCK OUTCROP
 TP0803_STAMPING: D 512 1981
 TP0803_MARK LOGO: NGS   
 TP0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0803+STABILITY: POSITION/ELEVATION WELL
 TP0803
 TP0803  HISTORY     - Date     Condition        Report By
 TP0803  HISTORY     - 1981     MONUMENTED       NGS
 TP0803
 TP0803                          STATION DESCRIPTION
 TP0803
 TP0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0803'16.35 KM (10.1 MI) SOUT FROM OMAK.
 TP0803'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 155 FROM THE CROSSING OF THE
 TP0803'BURLINGTON NORTHERN RAILROAD IN OMAK, THENCE 15.55 KM (9.65 MI) SOUTH
 TP0803'ALONG OMAK LAKE ROAD, IN TOP OF A 18 BY 60 FOOT GRANITE OUTCROP
 TP0803'PROJECTING 2 FEET ABOVE THE GROUND, AT THE SOUTH END OF A CURVE, 19
 TP0803'METERS (62.5 FT) EAST OF THE CENTERLINE OF THE ROAD, 11.2 METERS (37
 TP0803'FT) NORTH OF A LONE 30-INCH LONG NEEDLE PINE TREE, 2.9 METERS (9.6 FT)
 TP0803'SOUTHWEST OF A 6-INCH PINE TREE WHICH IS GROWING OUT OF THE EAST SIDE
 TP0803'OF THE OUTCROP, 1.3 METERS (4.4 FT) NORTH OF THE SOUTH EDGE OF THE
 TP0803'OUTCROP, 1.1 METERS (3.6 FT) EAST OF THE WEST EDGE OF THE OUTCROP.
 TP0803'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 TP0803'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0871 ***********************************************************************
 TP0871  DESIGNATION -  D 513
 TP0871  PID         -  TP0871
 TP0871  STATE/COUNTY-  WA/OKANOGAN
 TP0871  USGS QUAD   -  RIVERSIDE (1981)
 TP0871
 TP0871                         *CURRENT SURVEY CONTROL
 TP0871  ___________________________________________________________________
 TP0871* NAD 83(1986)-  48 33 58.     (N)    119 32 48.     (W)     SCALED    
 TP0871* NAVD 88     -       348.464  (meters)    1143.25   (feet)  ADJUSTED  
 TP0871  ___________________________________________________________________
 TP0871  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 TP0871  DYNAMIC HT  -         348.521 (meters)    1143.44  (feet)  COMP
 TP0871  MODELED GRAV-     980,764.0   (mgal)                       NAVD 88
 TP0871
 TP0871  VERT ORDER  -  FIRST     CLASS II
 TP0871
 TP0871.The horizontal coordinates were scaled from a topographic map and have
 TP0871.an estimated accuracy of +/- 6 seconds.
 TP0871
 TP0871.The orthometric height was determined by differential leveling
 TP0871.and adjusted by the National Geodetic Survey in June 1991..
 TP0871
 TP0871.The geoid height was determined by GEOID03.
 TP0871
 TP0871.The dynamic height is computed by dividing the NAVD 88
 TP0871.geopotential number by the normal gravity value computed on the
 TP0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0871.degrees latitude (g = 980.6199 gals.).
 TP0871
 TP0871.The modeled gravity was interpolated from observed gravity values.
 TP0871
 TP0871;                    North         East    Units  Estimated Accuracy
 TP0871;SPC WA N     -   174,920.      594,960.      MT  (+/- 180 meters Scaled)
 TP0871
 TP0871                          SUPERSEDED SURVEY CONTROL
 TP0871
 TP0871.No superseded survey control is available for this station.
 TP0871
 TP0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP121823(NAD 83)
 TP0871_MARKER: I = METAL ROD
 TP0871_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0871_SP_SET: STAINLESS STEEL ROD
 TP0871_STAMPING: D 513 1981
 TP0871_MARK LOGO: NGS   
 TP0871_PROJECTION: FLUSH
 TP0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0871_ROD/PIPE-DEPTH: 5.5  meters
 TP0871
 TP0871  HISTORY     - Date     Condition        Report By
 TP0871  HISTORY     - 1981     MONUMENTED       NGS
 TP0871
 TP0871                          STATION DESCRIPTION
 TP0871
 TP0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0871'7.7 KM (4.8 MI) NORTH FROM RIVERSIDE.
 TP0871'1.3 KM (0.8 MI) NORTHWEST ALONG MAIN STREET FROM THE POST OFFICE IN
 TP0871'RIVERSIDE, THENCE 6.4 KM (4.0 MI) NORTH ALONG US HIGHWAY 97, 0.3 KM
 TP0871'(0.2 MI) SOUTH OF MILEPOST 304, 22.9 METERS (75 FT) WEST OF THE
 TP0871'CENTERLINE OF THE HIGHWAY, 4.1 METERS (13.5 FT) SOUTH OF THE
 TP0871'CENTERLINE OF A PRIVATE ROAD LEADING NORTHWEST THROUGH A WIRE GATE,
 TP0871'13.2 METERS (43.5 FT) SOUTH OF AND ACROSS THE PRIVATE ROAD FROM AN
 TP0871'UNDERGROUND TELEPHONE CABLE JUNCTION BOX 127, 1.2 METERS (4 FT) SOUTH
 TP0871'OF THE SOUTH POST OF A WIRE GATE, 0.55 METER (1.9 FT) EAST OF A FENCE.
 TP0871'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 TP0871'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0895 ***********************************************************************
 TP0895  DESIGNATION -  D 514
 TP0895  PID         -  TP0895
 TP0895  STATE/COUNTY-  WA/OKANOGAN
 TP0895  USGS QUAD   -  
 TP0895
 TP0895                         *CURRENT SURVEY CONTROL
 TP0895  ___________________________________________________________________
 TP0895* NAD 83(1986)-  49 00 00.     (N)    119 27 44.     (W)     SCALED    
 TP0895* NAVD 88     -       303.139  (meters)     994.55   (feet)  ADJUSTED  
 TP0895  ___________________________________________________________________
 TP0895  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 TP0895  DYNAMIC HT  -         303.195 (meters)     994.73  (feet)  COMP
 TP0895  MODELED GRAV-     980,789.4   (mgal)                       NAVD 88
 TP0895
 TP0895  VERT ORDER  -  FIRST     CLASS II
 TP0895
 TP0895.The horizontal coordinates were scaled from a topographic map and have
 TP0895.an estimated accuracy of +/- 6 seconds.
 TP0895
 TP0895.The orthometric height was determined by differential leveling
 TP0895.and adjusted by the National Geodetic Survey in June 1991..
 TP0895
 TP0895.The geoid height was determined by GEOID03.
 TP0895
 TP0895.The dynamic height is computed by dividing the NAVD 88
 TP0895.geopotential number by the normal gravity value computed on the
 TP0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0895.degrees latitude (g = 980.6199 gals.).
 TP0895
 TP0895.The modeled gravity was interpolated from observed gravity values.
 TP0895
 TP0895;                    North         East    Units  Estimated Accuracy
 TP0895;SPC WA N     -   223,270.      600,330.      MT  (+/- 180 meters Scaled)
 TP0895
 TP0895                          SUPERSEDED SURVEY CONTROL
 TP0895
 TP0895.No superseded survey control is available for this station.
 TP0895
 TP0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ199303(NAD 83)
 TP0895_MARKER: I = METAL ROD
 TP0895_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TP0895_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TP0895_STAMPING: D 514 1981
 TP0895_MARK LOGO: NGS   
 TP0895_PROJECTION: FLUSH
 TP0895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0895+STABILITY: POSITION/ELEVATION WELL
 TP0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP0895+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2002
 TP0895_ROD/PIPE-DEPTH: 11.0 meters
 TP0895_SLEEVE-DEPTH  : 3.0 meters
 TP0895
 TP0895  HISTORY     - Date     Condition        Report By
 TP0895  HISTORY     - 1981     MONUMENTED       NGS
 TP0895  HISTORY     - 20020926 GOOD             ORION
 TP0895
 TP0895                          STATION DESCRIPTION
 TP0895
 TP0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0895'7.4 KM (4.6 MI) NORTH FROM OROVILLE.
 TP0895'7.4 KM (4.6 MI) NORTH ALONG US HIGHWAY 97 FROM THE BURLINGTON NORTHERN
 TP0895'RAILROAD STATION IN OROVILLE, BETWEEN A 10-INCH PINE AND A 14-INCH
 TP0895'WHITE BIRCH TREE IN THE LAWN EAST OF AND ACROSS THE HIGHWAY FROM THE
 TP0895'US BORDER CUSTOMS STATION, 21.0 METERS (69 FT) EAST OF THE CENTERLINE
 TP0895'OF THE HIGHWAY, 13.3 METERS (43.5 FT) NORTH OF THE NORTHWEST CORNER OF
 TP0895'A SMALL ONE STORY FRAME BUILDING, 20.3 METERS (66.5 FT) SOUTHEAST OF
 TP0895'BORDER MONUMENT 116B, 63.3 METERS (207.5 FT) EAST-SOUTHEAST OF AND
 TP0895'ACROSS THE HIGHWAY FROM BENCH MARK N 283, 5.3 METERS (17.5 FT) NORTH
 TP0895'OF THE PINE TREE, 5.7 METERS (19 FT) SOUTH OF THE BIRCH TREE.
 TP0895'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 TP0895'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TP0895
 TP0895                          STATION RECOVERY (2002)
 TP0895
 TP0895'RECOVERY NOTE BY ORION GPS 2002 (JDP)
 TP0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0350 ***********************************************************************
 TQ0350  DESIGNATION -  D 515
 TQ0350  PID         -  TQ0350
 TQ0350  STATE/COUNTY-  WA/OKANOGAN
 TQ0350  USGS QUAD   -  MAZAMA (1991)
 TQ0350
 TQ0350                         *CURRENT SURVEY CONTROL
 TQ0350  ___________________________________________________________________
 TQ0350* NAD 83(1986)-  48 35 22.     (N)    120 29 37.     (W)     SCALED    
 TQ0350* NAVD 88     -       835.088  (meters)    2739.78   (feet)  ADJUSTED  
 TQ0350  ___________________________________________________________________
 TQ0350  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TQ0350  DYNAMIC HT  -         835.119 (meters)    2739.89  (feet)  COMP
 TQ0350  MODELED GRAV-     980,621.6   (mgal)                       NAVD 88
 TQ0350
 TQ0350  VERT ORDER  -  FIRST     CLASS II
 TQ0350
 TQ0350.The horizontal coordinates were scaled from a topographic map and have
 TQ0350.an estimated accuracy of +/- 6 seconds.
 TQ0350
 TQ0350.The orthometric height was determined by differential leveling
 TQ0350.and adjusted by the National Geodetic Survey in June 1991..
 TQ0350
 TQ0350.The geoid height was determined by GEOID03.
 TQ0350
 TQ0350.The dynamic height is computed by dividing the NAVD 88
 TQ0350.geopotential number by the normal gravity value computed on the
 TQ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0350.degrees latitude (g = 980.6199 gals.).
 TQ0350
 TQ0350.The modeled gravity was interpolated from observed gravity values.
 TQ0350
 TQ0350;                    North         East    Units  Estimated Accuracy
 TQ0350;SPC WA N     -   176,780.      525,060.      MT  (+/- 180 meters Scaled)
 TQ0350
 TQ0350                          SUPERSEDED SURVEY CONTROL
 TQ0350
 TQ0350.No superseded survey control is available for this station.
 TQ0350
 TQ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU848848(NAD 83)
 TQ0350_MARKER: DB = BENCH MARK DISK
 TQ0350_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TQ0350_SP_SET: STAINLESS STEEL ROD
 TQ0350_STAMPING: D 515 1982
 TQ0350_MARK LOGO: NGS   
 TQ0350_PROJECTION: FLUSH
 TQ0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0350_ROD/PIPE-DEPTH: 1.2  meters
 TQ0350
 TQ0350  HISTORY     - Date     Condition        Report By
 TQ0350  HISTORY     - 1982     MONUMENTED       NGS
 TQ0350
 TQ0350                          STATION DESCRIPTION
 TQ0350
 TQ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0350'6.9 KM (4.3 MI) WEST FROM MAZAMA.
 TQ0350'0.3 KM (0.2 MI) SOUTHWEST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0350'OVER THE METHOW RIVER AT MAZAMA, THENCE 6.65 KM (4.15 MI) WEST ALONG
 TQ0350'STATE HIGHWAY 20, 0.25 KM (0.15 MI) EAST OF MILEPOST 175, ON THE
 TQ0350'NORTHEAST CORNER OF THE Y JUNCTION OF KLIPCHUCK ROAD, 23.5 METERS
 TQ0350'(77 FT) NORTH OF THE HIGHWAY CENTERLINE, 19.8 METERS (65 FT)
 TQ0350'NORTHEAST OF THE CENTERLINE OF THE ROAD.
 TQ0350'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 TQ0350'THE MARK IS 1.4 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0877 ***********************************************************************
 SX0877  DESIGNATION -  D 516
 SX0877  PID         -  SX0877
 SX0877  STATE/COUNTY-  WA/KITTITAS
 SX0877  USGS QUAD   -  TEANAWAY (1985)
 SX0877
 SX0877                         *CURRENT SURVEY CONTROL
 SX0877  ___________________________________________________________________
 SX0877* NAD 83(1986)-  47 11 19.     (N)    120 49 04.     (W)     SCALED    
 SX0877* NAVD 88     -       574.056  (meters)    1883.38   (feet)  ADJUSTED  
 SX0877  ___________________________________________________________________
 SX0877  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 SX0877  DYNAMIC HT  -         574.067 (meters)    1883.42  (feet)  COMP
 SX0877  MODELED GRAV-     980,613.4   (mgal)                       NAVD 88
 SX0877
 SX0877  VERT ORDER  -  FIRST     CLASS II
 SX0877
 SX0877.The horizontal coordinates were scaled from a topographic map and have
 SX0877.an estimated accuracy of +/- 6 seconds.
 SX0877
 SX0877.The orthometric height was determined by differential leveling
 SX0877.and adjusted by the National Geodetic Survey in June 1991..
 SX0877
 SX0877.The geoid height was determined by GEOID03.
 SX0877
 SX0877.The dynamic height is computed by dividing the NAVD 88
 SX0877.geopotential number by the normal gravity value computed on the
 SX0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0877.degrees latitude (g = 980.6199 gals.).
 SX0877
 SX0877.The modeled gravity was interpolated from observed gravity values.
 SX0877
 SX0877;                    North         East    Units  Estimated Accuracy
 SX0877;SPC WA S     -   206,270.      475,920.      MT  (+/- 180 meters Scaled)
 SX0877
 SX0877                          SUPERSEDED SURVEY CONTROL
 SX0877
 SX0877.No superseded survey control is available for this station.
 SX0877
 SX0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT653284(NAD 83)
 SX0877_MARKER: I = METAL ROD
 SX0877_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SX0877_SP_SET: STAINLESS STEEL ROD
 SX0877_STAMPING: D 516 1982
 SX0877_MARK LOGO: NGS   
 SX0877_PROJECTION: FLUSH
 SX0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0877_ROD/PIPE-DEPTH: 4.6  meters
 SX0877
 SX0877  HISTORY     - Date     Condition        Report By
 SX0877  HISTORY     - 1982     MONUMENTED       NGS
 SX0877  HISTORY     - 1987     GOOD             USPSQD
 SX0877  HISTORY     - 1988     GOOD             USPSQD
 SX0877
 SX0877                          STATION DESCRIPTION
 SX0877
 SX0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0877'9.8 KM (6.1 MI) EAST FROM CLE ELUM.
 SX0877'9.8 KM (6.1 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0877'CLE ELUM, AT THE WOODEN ENTRANCE GATE WITH A LOG ARCHWAY LEADING NORTH
 SX0877'INTO THE FLYING HORSESHOE GUEST RANCH, 25 METERS (82 FT) NORTHWEST OF
 SX0877'THE HIGHWAY CENTERLINE, 24 METERS (79 FT) SOUTHWEST OF THE SOUTHEAST
 SX0877'POST OF A SIGN READING FLYING HORSESHOE GUEST RANCH CHILDREN, 6.5
 SX0877'METERS (21 FT) SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD LEADING
 SX0877'NORTH TO A RANCH HOUSE, 2.3 METERS (7 FT) SOUTHWEST OF A GATE POST, 1
 SX0877'METER (3.3 FT) SOUTHWEST OF POWER POLE 25 BEARING ONE GUY WIRE, 1
 SX0877'METER (3.3 FT) SOUTHWEST OF A FENCE CORNER, 0.5 METER (1.5 FT)
 SX0877'SOUTHEAST OF THE FENCE LINE.
 SX0877'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 SX0877'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 SX0877
 SX0877                          STATION RECOVERY (1987)
 SX0877
 SX0877'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX0877'RECOVERED IN GOOD CONDITION.
 SX0877
 SX0877                          STATION RECOVERY (1988)
 SX0877
 SX0877'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 SX0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0902 ***********************************************************************
 SX0902  DESIGNATION -  D 517
 SX0902  PID         -  SX0902
 SX0902  STATE/COUNTY-  WA/CHELAN
 SX0902  USGS QUAD   -  LIBERTY (1989)
 SX0902
 SX0902                         *CURRENT SURVEY CONTROL
 SX0902  ___________________________________________________________________
 SX0902* NAD 83(1986)-  47 21 03.     (N)    120 40 12.     (W)     SCALED    
 SX0902* NAVD 88     -      1214.740  (meters)    3985.36   (feet)  ADJUSTED  
 SX0902  ___________________________________________________________________
 SX0902  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 SX0902  DYNAMIC HT  -        1214.663 (meters)    3985.11  (feet)  COMP
 SX0902  MODELED GRAV-     980,506.1   (mgal)                       NAVD 88
 SX0902
 SX0902  VERT ORDER  -  FIRST     CLASS II
 SX0902
 SX0902.The horizontal coordinates were scaled from a topographic map and have
 SX0902.an estimated accuracy of +/- 6 seconds.
 SX0902
 SX0902.The orthometric height was determined by differential leveling
 SX0902.and adjusted by the National Geodetic Survey in June 1991..
 SX0902
 SX0902.The geoid height was determined by GEOID03.
 SX0902
 SX0902.The dynamic height is computed by dividing the NAVD 88
 SX0902.geopotential number by the normal gravity value computed on the
 SX0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0902.degrees latitude (g = 980.6199 gals.).
 SX0902
 SX0902.The modeled gravity was interpolated from observed gravity values.
 SX0902
 SX0902;                    North         East    Units  Estimated Accuracy
 SX0902;SPC WA N     -    39,020.      512,340.      MT  (+/- 180 meters Scaled)
 SX0902
 SX0902                          SUPERSEDED SURVEY CONTROL
 SX0902
 SX0902.No superseded survey control is available for this station.
 SX0902
 SX0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT759467(NAD 83)
 SX0902_MARKER: DB = BENCH MARK DISK
 SX0902_SETTING: 66 = SET IN ROCK OUTCROP
 SX0902_SP_SET: ROCK OUTCROP
 SX0902_STAMPING: D 517 1982
 SX0902_MARK LOGO: NGS   
 SX0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0902+STABILITY: POSITION/ELEVATION WELL
 SX0902
 SX0902  HISTORY     - Date     Condition        Report By
 SX0902  HISTORY     - 1982     MONUMENTED       NGS
 SX0902  HISTORY     - 1988     GOOD             USPSQD
 SX0902
 SX0902                          STATION DESCRIPTION
 SX0902
 SX0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0902'41.8 KM (26.0 MI) NE FROM CLE ELUM.
 SX0902'18.8 KM (11.7 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0902'CLE ELUM, THENCE 15.8 KM (9.8 MI) NORTHEAST ALONG US HIGHWAY 97,
 SX0902'THENCE 7.2 KM (4.5 MI) NORTH ALONG OLD BLEWETT ROAD, IN TOP OF A SMALL
 SX0902'SHELF IN A MASSIVE OUTCROP, AT A SHARP TURN FROM EAST TO NORTH, 0.5 KM
 SX0902'(0.3 MI) NORTH OF THE SUMMIT, 5 METERS (16.4 FT) NORTH OF THE
 SX0902'CENTERLINE OF THE ROAD.
 SX0902'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 SX0902'THE MARK IS 1.0 M ABOVE THE ROAD.
 SX0902
 SX0902                          STATION RECOVERY (1988)
 SX0902
 SX0902'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0926 ***********************************************************************
 SX0926  DESIGNATION -  D 518
 SX0926  PID         -  SX0926
 SX0926  STATE/COUNTY-  WA/CHELAN
 SX0926  USGS QUAD   -  PESHASTIN (1989)
 SX0926
 SX0926                         *CURRENT SURVEY CONTROL
 SX0926  ___________________________________________________________________
 SX0926* NAD 83(1986)-  47 32 51.     (N)    120 36 42.     (W)     SCALED    
 SX0926* NAVD 88     -       348.061  (meters)    1141.93   (feet)  ADJUSTED  
 SX0926  ___________________________________________________________________
 SX0926  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 SX0926  DYNAMIC HT  -         348.069 (meters)    1141.96  (feet)  COMP
 SX0926  MODELED GRAV-     980,626.2   (mgal)                       NAVD 88
 SX0926
 SX0926  VERT ORDER  -  FIRST     CLASS II
 SX0926
 SX0926.The horizontal coordinates were scaled from a topographic map and have
 SX0926.an estimated accuracy of +/- 6 seconds.
 SX0926
 SX0926.The orthometric height was determined by differential leveling
 SX0926.and adjusted by the National Geodetic Survey in June 1991..
 SX0926
 SX0926.The geoid height was determined by GEOID03.
 SX0926
 SX0926.The dynamic height is computed by dividing the NAVD 88
 SX0926.geopotential number by the normal gravity value computed on the
 SX0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0926.degrees latitude (g = 980.6199 gals.).
 SX0926
 SX0926.The modeled gravity was interpolated from observed gravity values.
 SX0926
 SX0926;                    North         East    Units  Estimated Accuracy
 SX0926;SPC WA N     -    60,900.      516,690.      MT  (+/- 180 meters Scaled)
 SX0926
 SX0926                          SUPERSEDED SURVEY CONTROL
 SX0926
 SX0926.No superseded survey control is available for this station.
 SX0926
 SX0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT797687(NAD 83)
 SX0926_MARKER: DB = BENCH MARK DISK
 SX0926_SETTING: 66 = SET IN ROCK OUTCROP
 SX0926_SP_SET: ROCK OUTCROP
 SX0926_STAMPING: D 518 1982
 SX0926_MARK LOGO: NGS   
 SX0926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0926+STABILITY: POSITION/ELEVATION WELL
 SX0926
 SX0926  HISTORY     - Date     Condition        Report By
 SX0926  HISTORY     - 1982     MONUMENTED       NGS
 SX0926
 SX0926                          STATION DESCRIPTION
 SX0926
 SX0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0926'24.8 KM (15.4 MI) SW FROM WENATCHEE.
 SX0926'22.7 KM (14.1 MI) WEST ALONG US HIGHWAY 2 FROM THE CROSSING OF US
 SX0926'HIGHWAY 97 AT WENATCHEE, THENCE 2.1 KM (1.3 MI) SOUTH ALONG US HIGHWAY
 SX0926'97, IN TOP OF A 4 BY 8 FOOT EXPOSED PORTION OF GRANITE OUTCROP FLUSH
 SX0926'WITH THE GROUND, 0.1 KM (0.05 MI) SOUTHWEST OF THE INTERSECTION OF THE
 SX0926'OLD HIGHWAY, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 184, 37.0 METERS
 SX0926'(121.4 FT) SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 24.0 METERS
 SX0926'(78.7 FT) NORTHWEST OF THE HIGHWAY CENTER LINE, 19.0 METERS (62.3 FT)
 SX0926'NORTH OF THE NORTHWEST END OF A 4 FOOT CONCRETE CULVERT.
 SX0926'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SX0926'THE MARK IS 0.5 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0953 ***********************************************************************
 SX0953  DESIGNATION -  D 519
 SX0953  PID         -  SX0953
 SX0953  STATE/COUNTY-  WA/CHELAN
 SX0953  USGS QUAD   -  ROCKY REACH DAM (1987)
 SX0953
 SX0953                         *CURRENT SURVEY CONTROL
 SX0953  ___________________________________________________________________
 SX0953* NAD 83(1986)-  47 31 52.     (N)    120 18 01.     (W)     SCALED    
 SX0953* NAVD 88     -       219.720  (meters)     720.86   (feet)  ADJUSTED  
 SX0953  ___________________________________________________________________
 SX0953  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SX0953  DYNAMIC HT  -         219.744 (meters)     720.94  (feet)  COMP
 SX0953  MODELED GRAV-     980,717.0   (mgal)                       NAVD 88
 SX0953
 SX0953  VERT ORDER  -  FIRST     CLASS II
 SX0953
 SX0953.The horizontal coordinates were scaled from a topographic map and have
 SX0953.an estimated accuracy of +/- 6 seconds.
 SX0953
 SX0953.The orthometric height was determined by differential leveling
 SX0953.and adjusted by the National Geodetic Survey in June 1991..
 SX0953
 SX0953.The geoid height was determined by GEOID03.
 SX0953
 SX0953.The dynamic height is computed by dividing the NAVD 88
 SX0953.geopotential number by the normal gravity value computed on the
 SX0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0953.degrees latitude (g = 980.6199 gals.).
 SX0953
 SX0953.The modeled gravity was interpolated from observed gravity values.
 SX0953
 SX0953;                    North         East    Units  Estimated Accuracy
 SX0953;SPC WA N     -    59,190.      540,140.      MT  (+/- 180 meters Scaled)
 SX0953
 SX0953                          SUPERSEDED SURVEY CONTROL
 SX0953
 SX0953.No superseded survey control is available for this station.
 SX0953
 SX0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT031677(NAD 83)
 SX0953_MARKER: DB = BENCH MARK DISK
 SX0953_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 SX0953_SP_SET: TOP OF DAM
 SX0953_STAMPING: D 519 1982
 SX0953_MARK LOGO: NGS   
 SX0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0953+STABILITY: POSITION/ELEVATION WELL
 SX0953
 SX0953  HISTORY     - Date     Condition        Report By
 SX0953  HISTORY     - 1982     MONUMENTED       NGS
 SX0953  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SX0953
 SX0953                          STATION DESCRIPTION
 SX0953
 SX0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0953'8.2 KM (5.1 MI) NORTH FROM WENATCHEE.
 SX0953'8.2 MKM (5.1 MI) NORTH ALONG US HIGHWAY 97 FROM THE CROSSING OF US
 SX0953'HIGHWAY 2 AT WENATCHEE, IN TOP OF THE NORTHWEST END OF THE ROCKY REACH
 SX0953'DAM, AT A POINT WHERE THE CONCRETE DRIVEWAY ACROSS THE DAM MEETS WITH
 SX0953'THE PAVEMENT OF THE VISITORS PARKING LOT, DIRECTLY ON THE CENTERLINE,
 SX0953'0.3 KM (0.2 MI) NORTH-NORTHWEST OF HIGHWAY MILEPOST 204, 58.0 METERS
 SX0953'(190 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.0 METERS (59
 SX0953'FT) NORTHWEST OF AN ELEVATOR DOOR LEADING DOWN TO FISH VIEWING
 SX0953'WINDOWS, 3 METERS (10 FT) NORTHEAST OF THE SOUTHWEST GATE POST, 3
 SX0953'METERS (10 FT) SOUTHEAST OF THE NORTHWEST GATE POST, 0.5 METER (1.7
 SX0953'FT) SOUTHEAST OF WHERE THE CONCRETE MEETS THE PAVEMENT.
 SX0953'THE MARK IS ABOVE LEVEL WITH THE CENTERLINE.
 SX0953
 SX0953                          STATION RECOVERY (1989)
 SX0953
 SX0953'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SX0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0002 ***********************************************************************
 SW0002  DESIGNATION -  D 52
 SW0002  PID         -  SW0002
 SW0002  STATE/COUNTY-  WA/STEVENS
 SW0002  USGS QUAD   -  MC COY LAKE (1985)
 SW0002
 SW0002                         *CURRENT SURVEY CONTROL
 SW0002  ___________________________________________________________________
 SW0002* NAD 83(1986)-  47 57 43.     (N)    118 14 06.     (W)     SCALED    
 SW0002* NAVD 88     -       537.935  (meters)    1764.88   (feet)  ADJUSTED  
 SW0002  ___________________________________________________________________
 SW0002  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 SW0002  DYNAMIC HT  -         537.981 (meters)    1765.03  (feet)  COMP
 SW0002  MODELED GRAV-     980,679.6   (mgal)                       NAVD 88
 SW0002
 SW0002  VERT ORDER  -  SECOND    CLASS 0
 SW0002
 SW0002.The horizontal coordinates were scaled from a topographic map and have
 SW0002.an estimated accuracy of +/- 6 seconds.
 SW0002
 SW0002.The orthometric height was determined by differential leveling
 SW0002.and adjusted by the National Geodetic Survey in June 1991..
 SW0002
 SW0002.The geoid height was determined by GEOID03.
 SW0002
 SW0002.The dynamic height is computed by dividing the NAVD 88
 SW0002.geopotential number by the normal gravity value computed on the
 SW0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0002.degrees latitude (g = 980.6199 gals.).
 SW0002
 SW0002.The modeled gravity was interpolated from observed gravity values.
 SW0002
 SW0002;                    North         East    Units  Estimated Accuracy
 SW0002;SPC WA N     -   110,230.      694,000.      MT  (+/- 180 meters Scaled)
 SW0002
 SW0002                          SUPERSEDED SURVEY CONTROL
 SW0002
 SW0002  NGVD 29 (??/??/92)  536.714  (m)         1760.87   (f) ADJ UNCH    2 0
 SW0002
 SW0002.Superseded values are not recommended for survey control.
 SW0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0002.See file dsdata.txt to determine how the superseded data were derived.
 SW0002
 SW0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP078128(NAD 83)
 SW0002_MARKER: DB = BENCH MARK DISK
 SW0002_SETTING: 0 = UNSPECIFIED SETTING
 SW0002_STAMPING: D 52 1934
 SW0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0002
 SW0002  HISTORY     - Date     Condition        Report By
 SW0002  HISTORY     - 1934     MONUMENTED       CGS
 SW0002  HISTORY     - 1966     GOOD             NGS
 SW0002  HISTORY     - 1982     GOOD             USGS
 SW0002
 SW0002                          STATION DESCRIPTION
 SW0002
 SW0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0002'9.7 MI S FROM FRUITLAND.
 SW0002'THE MARK IS 10 FEET SOUTHEAST OF A 3-FOOT PINE TREE WHICH IS THE
 SW0002'NORTHERN ONE OF SEVERAL SIMILAR TREES.  IT IS ABOUT 2 FEET ABOVE THE
 SW0002'ROAD SURFACE AND PROJECTS 2 INCHES ABOVE THE GROUND.  A METAL WITNESS
 SW0002'POST WAS SET 1 FOOT WEST OF THE MARK.  NOTE-- REACHED FROM THE POST
 SW0002'OFFICE IN FRUITLAND BY GOING SOUTH ON STATE HIGHWAY 25 FOR 2.0 MILES
 SW0002'TO A Y WHERE THE HIGHWAY GOES RIGHT, KEEP LEFT AND GO 7.95 MILES TO A
 SW0002'Y WHERE THE MAIN ROAD CURVES LEFT.  KEEP STRAIGHT AHEAD ON GRAVEL ROAD
 SW0002'FOR 0.15 MILE TO THE MARK ON THE RIGHT, AT THE NORTH END OF A CUT, AT
 SW0002'A POINT WHERE THE ROAD STARTS DOWNHILL.
 SW0002
 SW0002                          STATION RECOVERY (1982)
 SW0002
 SW0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SW0002'1.8 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AND STORE
 SW0002'AT FRUITLAND, STEVENS COUNTY, WASH. THENCE 7.5 MILES SOUTH ON COUNTY
 SW0002'ROAD TO WELLPINIT, WASH. TO A ROAD INTERSECTION THENCE RIGHT 0.1 MILE
 SW0002'TO A ROAD Y TO MC COYS RESORT. BENCH MARK IS 150 FEET SOUTH OF ROAD
 SW0002'Y, 28 FEET EAST OF ROAD TO THE RESORT, 74 FEET WEST OF THE MAIN ROAD.
 SW0002'A STANDARD TABLET STAMPED D 52 1934, SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1024 ***********************************************************************
 SW1024  DESIGNATION -  D 520
 SW1024  PID         -  SW1024
 SW1024  STATE/COUNTY-  WA/CHELAN
 SW1024  USGS QUAD   -  CHELAN FALLS (1981)
 SW1024
 SW1024                         *CURRENT SURVEY CONTROL
 SW1024  ___________________________________________________________________
 SW1024* NAD 83(1986)-  47 47 07.     (N)    119 59 46.     (W)     SCALED    
 SW1024* NAVD 88     -       230.823  (meters)     757.29   (feet)  ADJUSTED  
 SW1024  ___________________________________________________________________
 SW1024  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SW1024  DYNAMIC HT  -         230.852 (meters)     757.39  (feet)  COMP
 SW1024  MODELED GRAV-     980,733.6   (mgal)                       NAVD 88
 SW1024
 SW1024  VERT ORDER  -  FIRST     CLASS II
 SW1024
 SW1024.The horizontal coordinates were scaled from a topographic map and have
 SW1024.an estimated accuracy of +/- 6 seconds.
 SW1024
 SW1024.The orthometric height was determined by differential leveling
 SW1024.and adjusted by the National Geodetic Survey in June 1991..
 SW1024
 SW1024.The geoid height was determined by GEOID03.
 SW1024
 SW1024.The dynamic height is computed by dividing the NAVD 88
 SW1024.geopotential number by the normal gravity value computed on the
 SW1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW1024.degrees latitude (g = 980.6199 gals.).
 SW1024
 SW1024.The modeled gravity was interpolated from observed gravity values.
 SW1024
 SW1024;                    North         East    Units  Estimated Accuracy
 SW1024;SPC WA N     -    87,650.      562,730.      MT  (+/- 180 meters Scaled)
 SW1024
 SW1024                          SUPERSEDED SURVEY CONTROL
 SW1024
 SW1024.No superseded survey control is available for this station.
 SW1024
 SW1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN755967(NAD 83)
 SW1024_MARKER: DB = BENCH MARK DISK
 SW1024_SETTING: 80 = SET IN A BOULDER
 SW1024_SP_SET: BOULDER
 SW1024_STAMPING: D 520 1982
 SW1024_MARK LOGO: NGS   
 SW1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1024+STABILITY: SURFACE MOTION
 SW1024
 SW1024  HISTORY     - Date     Condition        Report By
 SW1024  HISTORY     - 1982     MONUMENTED       NGS
 SW1024
 SW1024                          STATION DESCRIPTION
 SW1024
 SW1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SW1024'1.8 KM (1.1 MI) SW FROM CHELAN FALLS.
 SW1024'1.8 KM (1.1 MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SW1024'THE POST OFFICE IN CHELAN FALLS, IN TOP OF THE HIGHEST POINT OF A 6 BY
 SW1024'6 FOOT GRANITE BOULDER, 0.1 KM (0.05 MI) SOUTHWEST OF THE CROSSING OF
 SW1024'STAYMAN ROAD, 0.1 KM (0.05 MI) NORTHEAST OF THE CROSSING OF A POWER
 SW1024'LINE, DIRECTLY ACROSS THE TRACKS FROM A SMALL FRAME HOUSE, 11 METERS
 SW1024'(36 FT) SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD, 7.3 METERS (24 FT)
 SW1024'NORTHWEST OF THE NORTHWEST RAIL, 11 METERS (36 FT) SOUTH OF A POWER
 SW1024'LINE POLE.
 SW1024'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 SW1024'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0394 ***********************************************************************
 TQ0394  DESIGNATION -  D 521
 TQ0394  PID         -  TQ0394
 TQ0394  STATE/COUNTY-  WA/WHATCOM
 TQ0394  USGS QUAD   -  ROSS DAM (1971)
 TQ0394
 TQ0394                         *CURRENT SURVEY CONTROL
 TQ0394  ___________________________________________________________________
 TQ0394* NAD 83(1986)-  48 43 13.     (N)    121 00 48.     (W)     SCALED    
 TQ0394* NAVD 88     -       642.925  (meters)    2109.33   (feet)  ADJUSTED  
 TQ0394  ___________________________________________________________________
 TQ0394  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TQ0394  DYNAMIC HT  -         642.990 (meters)    2109.54  (feet)  COMP
 TQ0394  MODELED GRAV-     980,691.1   (mgal)                       NAVD 88
 TQ0394
 TQ0394  VERT ORDER  -  FIRST     CLASS II
 TQ0394
 TQ0394.The horizontal coordinates were scaled from a topographic map and have
 TQ0394.an estimated accuracy of +/- 6 seconds.
 TQ0394
 TQ0394.The orthometric height was determined by differential leveling
 TQ0394.and adjusted by the National Geodetic Survey in June 1991..
 TQ0394
 TQ0394.The geoid height was determined by GEOID03.
 TQ0394
 TQ0394.The dynamic height is computed by dividing the NAVD 88
 TQ0394.geopotential number by the normal gravity value computed on the
 TQ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0394.degrees latitude (g = 980.6199 gals.).
 TQ0394
 TQ0394.The modeled gravity was interpolated from observed gravity values.
 TQ0394
 TQ0394;                    North         East    Units  Estimated Accuracy
 TQ0394;SPC WA N     -   191,290.      486,760.      MT  (+/- 180 meters Scaled)
 TQ0394
 TQ0394                          SUPERSEDED SURVEY CONTROL
 TQ0394
 TQ0394.No superseded survey control is available for this station.
 TQ0394
 TQ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU461982(NAD 83)
 TQ0394_MARKER: DB = BENCH MARK DISK
 TQ0394_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0394_SP_SET: ROCK OUTCROP
 TQ0394_STAMPING: D 521 1982
 TQ0394_MARK LOGO: NGS   
 TQ0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0394+STABILITY: POSITION/ELEVATION WELL
 TQ0394
 TQ0394  HISTORY     - Date     Condition        Report By
 TQ0394  HISTORY     - 1982     MONUMENTED       NGS
 TQ0394
 TQ0394                          STATION DESCRIPTION
 TQ0394
 TQ0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0394'25.8 KM (16.1 MI) EAST FROM NEWHALEM.
 TQ0394'25.5 KM (16.15 MI) EAST ALONG STATE HIGHWAY 20 FROM THE GRAMMAR SCHOOL
 TQ0394'AT NEWHALEM, IN TOP OF AND 0.35 METER (1.2 FT) SOUTHWEST OF THE
 TQ0394'NORTHEAST EDGE OF A 3 BY 3 FT EXPOSURE OF A SLOPING GRANITE OUTCROP,
 TQ0394'AT THE NORTHWEST END OF A HIGHWAY ROCK CUT, 0.7 KM (0.45 MI) NORTHWEST
 TQ0394'OF MILEPOST 137, 0.43 KM (0.25 MI) SOUTHEAST OF THE WEST END OF THE
 TQ0394'HIGHWAY BRIDGE OVER LILIAN CREEK, 0.25 KM (0.15 MI) NORTHWEST OF THE
 TQ0394'CROSSING OF A CREEK, AND THE SOUTHEAST END OF A 0.3 KM (0.2 MI)
 TQ0394'HIGHWAY STRAIGHT OF WAY, 8.5 METERS (28 FT) SOUTHWEST OF THE HIGHWAY
 TQ0394'CENTERLINE, 0.7 METERS (2.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 TQ0394'ROCK.
 TQ0394'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TQ0394'THE MARK IS 0.2 M ABOVE THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0359 ***********************************************************************
 TQ0359  DESIGNATION -  D 522
 TQ0359  PID         -  TQ0359
 TQ0359  STATE/COUNTY-  WA/OKANOGAN
 TQ0359  USGS QUAD   -  WASHINGTON PASS (1963)
 TQ0359
 TQ0359                         *CURRENT SURVEY CONTROL
 TQ0359  ___________________________________________________________________
 TQ0359* NAD 83(1986)-  48 33 58.     (N)    120 38 05.     (W)     SCALED    
 TQ0359* NAVD 88     -      1208.521  (meters)    3964.96   (feet)  ADJUSTED  
 TQ0359  ___________________________________________________________________
 TQ0359  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 TQ0359  DYNAMIC HT  -        1208.492 (meters)    3964.86  (feet)  COMP
 TQ0359  MODELED GRAV-     980,545.6   (mgal)                       NAVD 88
 TQ0359
 TQ0359  VERT ORDER  -  FIRST     CLASS II
 TQ0359
 TQ0359.The horizontal coordinates were scaled from a topographic map and have
 TQ0359.an estimated accuracy of +/- 6 seconds.
 TQ0359
 TQ0359.The orthometric height was determined by differential leveling
 TQ0359.and adjusted by the National Geodetic Survey in June 1991..
 TQ0359
 TQ0359.The geoid height was determined by GEOID03.
 TQ0359
 TQ0359.The dynamic height is computed by dividing the NAVD 88
 TQ0359.geopotential number by the normal gravity value computed on the
 TQ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0359.degrees latitude (g = 980.6199 gals.).
 TQ0359
 TQ0359.The modeled gravity was interpolated from observed gravity values.
 TQ0359
 TQ0359;                    North         East    Units  Estimated Accuracy
 TQ0359;SPC WA N     -   174,150.      514,660.      MT  (+/- 180 meters Scaled)
 TQ0359
 TQ0359                          SUPERSEDED SURVEY CONTROL
 TQ0359
 TQ0359.No superseded survey control is available for this station.
 TQ0359
 TQ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU744819(NAD 83)
 TQ0359_MARKER: DB = BENCH MARK DISK
 TQ0359_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0359_SP_SET: ROCK OUTCROP
 TQ0359_STAMPING: D 522 1982
 TQ0359_MARK LOGO: NGS   
 TQ0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0359+STABILITY: POSITION/ELEVATION WELL
 TQ0359
 TQ0359  HISTORY     - Date     Condition        Report By
 TQ0359  HISTORY     - 1982     MONUMENTED       NGS
 TQ0359
 TQ0359                          STATION DESCRIPTION
 TQ0359
 TQ0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0359'19.2 KM (12.3 MI) WEST FROM MAZAMA.
 TQ0359'0.3 KM (0.2 MI) SOUTHWEST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0359'OVER THE METHOW RIVER AT MAZAMA, THENCE 19.45 KM (12.15 MI) WEST ALONG
 TQ0359'STATE HIGHWAY 20, IN TOP OF AND 0.6 METER (2 FT) SOUTH OF THE NORTH
 TQ0359'EDGE OF A 3 BY 4 FOOT SLOPEING GRANITE SHELF, AT THE NORTHEAST END OF
 TQ0359'A SMALL HIGHWAY BEDROCK CUT, 0.27 KM (0.17 MI) NORTH OF THE NORTHEAST
 TQ0359'END OF THE HIGHWAY BRIDGE OVER CUTTROAT CREEK, 0.4 KM (0.25 MI) NORTH
 TQ0359'OF MILEPOST 167, 84.2 METERS (276 FT) SOUTH OF THE WEST END OF A 30
 TQ0359'INCH CORRUGATED METAL PIPE CULVERT, 11.0 METERS (36 FT) WEST OF THE
 TQ0359'CENTERLINE OF THE HIGHWAY, 1.9 METERS (6 FT) NORTH OF THE NORTH
 TQ0359'EDGE OF A 6 BY 15 FT VERTICAL WALL OF A FRACTURED ROCK, 0.15 METER
 TQ0359'(0.5 FT) WEST OF THE EAST EDGE OF THE SHELF.
 TQ0359'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 TQ0359'THE MARK IS 0.2 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0907 ***********************************************************************
 SB0907  DESIGNATION -  D 523
 SB0907  PID         -  SB0907
 SB0907  STATE/COUNTY-  WA/YAKIMA
 SB0907  USGS QUAD   -  HEMBRE MTN (1975)
 SB0907
 SB0907                         *CURRENT SURVEY CONTROL
 SB0907  ___________________________________________________________________
 SB0907* NAD 83(1986)-  46 22 22.     (N)    120 19 00.     (W)     SCALED    
 SB0907* NAVD 88     -       231.963  (meters)     761.03   (feet)  ADJUSTED  
 SB0907  ___________________________________________________________________
 SB0907  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 SB0907  DYNAMIC HT  -         231.963 (meters)     761.03  (feet)  COMP
 SB0907  MODELED GRAV-     980,611.2   (mgal)                       NAVD 88
 SB0907
 SB0907  VERT ORDER  -  FIRST     CLASS II
 SB0907
 SB0907.The horizontal coordinates were scaled from a topographic map and have
 SB0907.an estimated accuracy of +/- 6 seconds.
 SB0907
 SB0907.The orthometric height was determined by differential leveling
 SB0907.and adjusted by the National Geodetic Survey in June 1991..
 SB0907
 SB0907.The geoid height was determined by GEOID03.
 SB0907
 SB0907.The dynamic height is computed by dividing the NAVD 88
 SB0907.geopotential number by the normal gravity value computed on the
 SB0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0907.degrees latitude (g = 980.6199 gals.).
 SB0907
 SB0907.The modeled gravity was interpolated from observed gravity values.
 SB0907
 SB0907;                    North         East    Units  Estimated Accuracy
 SB0907;SPC WA S     -   115,550.      514,110.      MT  (+/- 180 meters Scaled)
 SB0907
 SB0907                          SUPERSEDED SURVEY CONTROL
 SB0907
 SB0907.No superseded survey control is available for this station.
 SB0907
 SB0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS063389(NAD 83)
 SB0907_MARKER: DB = BENCH MARK DISK
 SB0907_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SB0907+WITH SETTING: PAVEMENT
 SB0907_SP_SET: FOUNDATION
 SB0907_STAMPING: D 523 1982
 SB0907_MARK LOGO: NGS   
 SB0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0907+STABILITY: SURFACE MOTION
 SB0907
 SB0907  HISTORY     - Date     Condition        Report By
 SB0907  HISTORY     - 1982     MONUMENTED       NGS
 SB0907  HISTORY     - 1989     GOOD             USPSQD
 SB0907
 SB0907                          STATION DESCRIPTION
 SB0907
 SB0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0907'IN TOPPENISH.
 SB0907'IN TOPPENISH, IN TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 SB0907'FOUNDATION FOR THE CENTER LEG OF THE CITY WATER TOWER, 0.84 KM (0.52
 SB0907'MI) WEST ALONG WEST SECOND AVENUE FROM THE CROSSING OF THE BURLINGTON
 SB0907'NORTHERN RAILROAD, 0.26 KM (0.15 MI) EAST OF THE T JUNCTION OF STATE
 SB0907'HIGHWAY 22, 0.08 KM (0.05 MI) WEST OF THE INTERSECTION OF BOLIN DRIVE,
 SB0907'17.7 METERS (58 FT) SOUTH OF THE SOUTH CURB OF WEST SECOND AVENUE,
 SB0907'42.1 METERS (138 FT) EAST OF THE NORTHEAST CORNER OF THE TOPPENISH
 SB0907'FIRE DEPARTMENT GARAGE.
 SB0907'THE MARK IS 0.15 M ABOVE THE GROUND.
 SB0907
 SB0907                          STATION RECOVERY (1989)
 SB0907
 SB0907'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0825 ***********************************************************************
 TP0825  DESIGNATION -  D 524
 TP0825  PID         -  TP0825
 TP0825  STATE/COUNTY-  WA/OKANOGAN
 TP0825  USGS QUAD   -  PATEROS (1992)
 TP0825
 TP0825                         *CURRENT SURVEY CONTROL
 TP0825  ___________________________________________________________________
 TP0825* NAD 83(1986)-  48 01 44.     (N)    119 53 34.     (W)     SCALED    
 TP0825* NAVD 88     -       300.219  (meters)     984.97   (feet)  ADJUSTED  
 TP0825  ___________________________________________________________________
 TP0825  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 TP0825  DYNAMIC HT  -         300.264 (meters)     985.12  (feet)  COMP
 TP0825  MODELED GRAV-     980,752.2   (mgal)                       NAVD 88
 TP0825
 TP0825  VERT ORDER  -  FIRST     CLASS II
 TP0825
 TP0825.The horizontal coordinates were scaled from a topographic map and have
 TP0825.an estimated accuracy of +/- 6 seconds.
 TP0825
 TP0825.The orthometric height was determined by differential leveling
 TP0825.and adjusted by the National Geodetic Survey in June 1991..
 TP0825
 TP0825.The geoid height was determined by GEOID03.
 TP0825
 TP0825.The dynamic height is computed by dividing the NAVD 88
 TP0825.geopotential number by the normal gravity value computed on the
 TP0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0825.degrees latitude (g = 980.6199 gals.).
 TP0825
 TP0825.The modeled gravity was interpolated from observed gravity values.
 TP0825
 TP0825;                    North         East    Units  Estimated Accuracy
 TP0825;SPC WA N     -   114,820.      570,140.      MT  (+/- 180 meters Scaled)
 TP0825
 TP0825                          SUPERSEDED SURVEY CONTROL
 TP0825
 TP0825.No superseded survey control is available for this station.
 TP0825
 TP0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP843235(NAD 83)
 TP0825_MARKER: DB = BENCH MARK DISK
 TP0825_SETTING: 80 = SET IN A BOULDER
 TP0825_SP_SET: BOULDER
 TP0825_STAMPING: D 524 1982
 TP0825_MARK LOGO: NGS   
 TP0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0825+STABILITY: SURFACE MOTION
 TP0825
 TP0825  HISTORY     - Date     Condition        Report By
 TP0825  HISTORY     - 1982     MONUMENTED       NGS
 TP0825  HISTORY     - 19831125 GOOD             NGS
 TP0825
 TP0825                          STATION DESCRIPTION
 TP0825
 TP0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TP0825'30.1 KM (18.7 MI) NE FROM CHELAN FALLS.
 TP0825'6.0 KM (3.7 MI) NORTH ALONG STATE HIGHWAY 151 FROM THE POST OFFICE IN
 TP0825'CHELAN FALLS, THENCE 24.1 KM (15.0 MI) NORTHEAST ALONG US HIGHWAY 97,
 TP0825'AT MILEPOST 252, IN TOP OF A 5 BY 8 FOOT GRANITE BOULDER, 10.7 METERS
 TP0825'(35 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 18.6 METERS (61 FT)
 TP0825'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM MILEPOST 252, 29.6 METERS (97
 TP0825'FT) EAST OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 641420E1
 TP0825'BEARING TWO GUY WIRES, 2.1 METERS (7 FT) EAST OF THE RIGHT OF WAY
 TP0825'FENCE.
 TP0825'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 TP0825'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 TP0825
 TP0825                          STATION RECOVERY (1983)
 TP0825
 TP0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TP0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1429 ***********************************************************************
 TP1429  DESIGNATION -  D 524 RESET
 TP1429  PID         -  TP1429
 TP1429  STATE/COUNTY-  WA/OKANOGAN
 TP1429  USGS QUAD   -  PATEROS (1992)
 TP1429
 TP1429                         *CURRENT SURVEY CONTROL
 TP1429  ___________________________________________________________________
 TP1429* NAD 83(1986)-  48 01 44.     (N)    119 53 34.     (W)     SCALED    
 TP1429* NAVD 88     -       304.86   (meters)    1000.2    (feet)  RESET     
 TP1429  ___________________________________________________________________
 TP1429  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 TP1429
 TP1429  VERT ORDER  -  THIRD
 TP1429
 TP1429.The horizontal coordinates were scaled from a topographic map and have
 TP1429.an estimated accuracy of +/- 6 seconds.
 TP1429
 TP1429.The orthometric height was computed from unverified reset data.
 TP1429.No vertical observational check was made to the station.
 TP1429
 TP1429.The geoid height was determined by GEOID03.
 TP1429
 TP1429;                    North         East    Units  Estimated Accuracy
 TP1429;SPC WA N     -   114,820.      570,140.      MT  (+/- 180 meters Scaled)
 TP1429
 TP1429                          SUPERSEDED SURVEY CONTROL
 TP1429
 TP1429.No superseded survey control is available for this station.
 TP1429
 TP1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP843235(NAD 83)
 TP1429_MARKER: DB = BENCH MARK DISK
 TP1429_SETTING: 80 = SET IN A BOULDER
 TP1429_SP_SET: BOULDER
 TP1429_STAMPING: D 524 RESET 1983
 TP1429_MARK LOGO: NGS   
 TP1429_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1429+STABILITY: SURFACE MOTION
 TP1429
 TP1429  HISTORY     - Date     Condition        Report By
 TP1429  HISTORY     - 1983     MONUMENTED       NGS
 TP1429
 TP1429                          STATION DESCRIPTION
 TP1429
 TP1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 TP1429'6.0 KM (3.70 MI) NORTH ALONG STATE HIGHWAY 151 FROM THE POST OFFICE IN
 TP1429'CHELAN FALLS, THENCE 24.1 KM (14.95 MI) NORTHEAST ALONG US HIGHWAY
 TP1429'97, 3.5 M (11.5 FT) WEST OF THE CENTER OF THE HIGHWAY, 4 M (13.1 FT)
 TP1429'WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0849 ***********************************************************************
 TP0849  DESIGNATION -  D 525
 TP0849  PID         -  TP0849
 TP0849  STATE/COUNTY-  WA/OKANOGAN
 TP0849  USGS QUAD   -  MONSE (1993)
 TP0849
 TP0849                         *CURRENT SURVEY CONTROL
 TP0849  ___________________________________________________________________
 TP0849* NAD 83(1986)-  48 12 04.     (N)    119 41 30.     (W)     SCALED    
 TP0849* NAVD 88     -       264.670  (meters)     868.34   (feet)  ADJUSTED  
 TP0849  ___________________________________________________________________
 TP0849  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 TP0849  DYNAMIC HT  -         264.710 (meters)     868.47  (feet)  COMP
 TP0849  MODELED GRAV-     980,757.8   (mgal)                       NAVD 88
 TP0849
 TP0849  VERT ORDER  -  FIRST     CLASS II
 TP0849
 TP0849.The horizontal coordinates were scaled from a topographic map and have
 TP0849.an estimated accuracy of +/- 6 seconds.
 TP0849
 TP0849.The orthometric height was determined by differential leveling
 TP0849.and adjusted by the National Geodetic Survey in June 1991..
 TP0849
 TP0849.The geoid height was determined by GEOID03.
 TP0849
 TP0849.The dynamic height is computed by dividing the NAVD 88
 TP0849.geopotential number by the normal gravity value computed on the
 TP0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0849.degrees latitude (g = 980.6199 gals.).
 TP0849
 TP0849.The modeled gravity was interpolated from observed gravity values.
 TP0849
 TP0849;                    North         East    Units  Estimated Accuracy
 TP0849;SPC WA N     -   134,170.      584,860.      MT  (+/- 180 meters Scaled)
 TP0849
 TP0849                          SUPERSEDED SURVEY CONTROL
 TP0849
 TP0849.No superseded survey control is available for this station.
 TP0849
 TP0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP000421(NAD 83)
 TP0849_MARKER: DB = BENCH MARK DISK
 TP0849_SETTING: 66 = SET IN ROCK OUTCROP
 TP0849_SP_SET: ROCK OUTCROP
 TP0849_STAMPING: D 525 1982
 TP0849_MARK LOGO: NGS   
 TP0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0849+STABILITY: POSITION/ELEVATION WELL
 TP0849
 TP0849  HISTORY     - Date     Condition        Report By
 TP0849  HISTORY     - 1982     MONUMENTED       NGS
 TP0849
 TP0849                          STATION DESCRIPTION
 TP0849
 TP0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TP0849'19.0 KM (11.8 MI) NE FROM BREWSTER.
 TP0849'19.0 KM (11.8 MI) NORTHEAST ALONG US HIGHWAY 97 FROM THE JUNCTION OF
 TP0849'STATE HIGHWAY 173 IN BREWSTER, IN TOP OF A 3 BY 3 FOOT FLAT PORTION OF
 TP0849'EXPOSED OUTCROP, ON TOP OF A SMALL ROCKY KNOLL, 0.2 KM (0.1 MI)
 TP0849'NORTHWEST OF A LARGE ROCKY KNOLL, 0.2 KM (0.1 MI) SOUTHEAST OF THE
 TP0849'TREE LINE, 80.9 METERS (265 FT) NORTHEAST OF THE CENTERLINE OF THE
 TP0849'HIGHWAY, 49.5 METERS (162.3 FT) NORTHEAST OF THE RIGHT OF WAY FENCE,
 TP0849'12.2 METERS (40 FT) NORTHWEST OF THE CENTERLINE OF A DIRT ROAD.
 TP0849'THE MARK IS 0.1 METERS  W FROM A WITNESS POST.
 TP0849'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1012 ***********************************************************************
 SX1012  DESIGNATION -  D 526
 SX1012  PID         -  SX1012
 SX1012  STATE/COUNTY-  WA/KING
 SX1012  USGS QUAD   -  LOST LAKE (1989)
 SX1012
 SX1012                         *CURRENT SURVEY CONTROL
 SX1012  ___________________________________________________________________
 SX1012* NAD 83(1986)-  47 15 47.     (N)    121 23 10.     (W)     SCALED    
 SX1012* NAVD 88     -       769.833  (meters)    2525.69   (feet)  ADJUSTED  
 SX1012  ___________________________________________________________________
 SX1012  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 SX1012  DYNAMIC HT  -         769.804 (meters)    2525.60  (feet)  COMP
 SX1012  MODELED GRAV-     980,549.2   (mgal)                       NAVD 88
 SX1012
 SX1012  VERT ORDER  -  FIRST     CLASS II
 SX1012
 SX1012.The horizontal coordinates were scaled from a topographic map and have
 SX1012.an estimated accuracy of +/- 6 seconds.
 SX1012
 SX1012.The orthometric height was determined by differential leveling
 SX1012.and adjusted by the National Geodetic Survey in June 1991..
 SX1012
 SX1012.The geoid height was determined by GEOID03.
 SX1012
 SX1012.The dynamic height is computed by dividing the NAVD 88
 SX1012.geopotential number by the normal gravity value computed on the
 SX1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1012.degrees latitude (g = 980.6199 gals.).
 SX1012
 SX1012.The modeled gravity was interpolated from observed gravity values.
 SX1012
 SX1012;                    North         East    Units  Estimated Accuracy
 SX1012;SPC WA N     -    29,400.      458,160.      MT  (+/- 180 meters Scaled)
 SX1012
 SX1012                          SUPERSEDED SURVEY CONTROL
 SX1012
 SX1012.No superseded survey control is available for this station.
 SX1012
 SX1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT220356(NAD 83)
 SX1012_MARKER: DB = BENCH MARK DISK
 SX1012_SETTING: 66 = SET IN ROCK OUTCROP
 SX1012_SP_SET: ROCK OUTCROP
 SX1012_STAMPING: D 526 1982
 SX1012_MARK LOGO: NGS   
 SX1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1012+STABILITY: POSITION/ELEVATION WELL
 SX1012
 SX1012  HISTORY     - Date     Condition        Report By
 SX1012  HISTORY     - 1982     MONUMENTED       NGS
 SX1012  HISTORY     - 1987     GOOD             USPSQD
 SX1012  HISTORY     - 1988     GOOD             USPSQD
 SX1012
 SX1012                          STATION DESCRIPTION
 SX1012
 SX1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX1012'11.0 KM (6.85 MI) NE FROM LESTER.
 SX1012'11.0 KM (6.85 MI) NORTHEAST ALONG SERVICE ROAD 212 FROM THE SCHOOL IN
 SX1012'LESTER, IN TOP OF A SMALL LEDGE OF OUTCROP, AT THE NORTHWEST END OF A
 SX1012'ROCKY CUT, AND ON THE INSIDE OF A CURVE, 0.1 KM (0.05 MI) EAST OF THE
 SX1012'INTERSECTION OF SERVICE ROAD 5415, 0.1 KM (0.05 MI) NORTHWEST OF THE
 SX1012'CROSSING OF A POWER LINE, 5.2 METERS (17 FT) SOUTH OF THE CENTERLINE
 SX1012'OF THE ROAD, 18.1 METERS (59.5 FT) SOUTHEAST OF AND ACROSS THE ROAD
 SX1012'FROM POWER LINE POLE 35 BEARING A GUY WIRE.
 SX1012'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 SX1012'THE MARK IS 0.4 M ABOVE THE ROAD.
 SX1012
 SX1012                          STATION RECOVERY (1987)
 SX1012
 SX1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX1012'RECOVERED IN GOOD CONDITION.
 SX1012
 SX1012                          STATION RECOVERY (1988)
 SX1012
 SX1012'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 SX1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0911 ***********************************************************************
 SB0911  DESIGNATION -  D 527
 SB0911  PID         -  SB0911
 SB0911  STATE/COUNTY-  WA/YAKIMA
 SB0911  USGS QUAD   -  YAKIMA EAST (1985)
 SB0911
 SB0911                         *CURRENT SURVEY CONTROL
 SB0911  ___________________________________________________________________
 SB0911* NAD 83(1986)-  46 32 29.     (N)    120 28 34.     (W)     SCALED    
 SB0911* NAVD 88     -       293.978  (meters)     964.49   (feet)  ADJUSTED  
 SB0911  ___________________________________________________________________
 SB0911  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SB0911  DYNAMIC HT  -         293.977 (meters)     964.49  (feet)  COMP
 SB0911  MODELED GRAV-     980,606.3   (mgal)                       NAVD 88
 SB0911
 SB0911  VERT ORDER  -  FIRST     CLASS II
 SB0911
 SB0911.The horizontal coordinates were scaled from a topographic map and have
 SB0911.an estimated accuracy of +/- 6 seconds.
 SB0911
 SB0911.The orthometric height was determined by differential leveling
 SB0911.and adjusted by the National Geodetic Survey in June 1991..
 SB0911
 SB0911.The geoid height was determined by GEOID03.
 SB0911
 SB0911.The dynamic height is computed by dividing the NAVD 88
 SB0911.geopotential number by the normal gravity value computed on the
 SB0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0911.degrees latitude (g = 980.6199 gals.).
 SB0911
 SB0911.The modeled gravity was interpolated from observed gravity values.
 SB0911
 SB0911;                    North         East    Units  Estimated Accuracy
 SB0911;SPC WA S     -   134,280.      501,830.      MT  (+/- 180 meters Scaled)
 SB0911
 SB0911                          SUPERSEDED SURVEY CONTROL
 SB0911
 SB0911.No superseded survey control is available for this station.
 SB0911
 SB0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS935572(NAD 83)
 SB0911_MARKER: DB = BENCH MARK DISK
 SB0911_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SB0911_SP_SET: BRIDGE PIER
 SB0911_STAMPING: D 527 1982
 SB0911_MARK LOGO: NGS   
 SB0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0911
 SB0911  HISTORY     - Date     Condition        Report By
 SB0911  HISTORY     - 1982     MONUMENTED       NGS
 SB0911  HISTORY     - 1990     GOOD             USPSQD
 SB0911
 SB0911                          STATION DESCRIPTION
 SB0911
 SB0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0911'6.6 KM (4.1 MI) SOUTH FROM YAKIMA.
 SB0911'6.65 KM (4.15 MI) SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SB0911'THE STATION AT YAKIMA, VERTICALLY IN THE SOUTH FACE OF THE NORTH PIER
 SB0911'OF THE US HIGHWAY 97 ACCESS ROAD OVERPASS BRIDGE OVER THE UNION
 SB0911'PACIFIC AND BURLINGTON NORTHERN RAILROADS, ALSO 4.5 KM (2.8 MI) NORTH
 SB0911'OF PARKER, 41.3 METERS (135.5 FT) NORTHEAST OF THE NORTHEAST RAIL, 1.6
 SB0911'METERS (5.3 FT) ABOVE THE GROUND.
 SB0911'THE MARK IS 0.3 M ABOVE THE TRACKS.
 SB0911
 SB0911                          STATION RECOVERY (1990)
 SB0911
 SB0911'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0936 ***********************************************************************
 SB0936  DESIGNATION -  D 528
 SB0936  PID         -  SB0936
 SB0936  STATE/COUNTY-  WA/KITTITAS
 SB0936  USGS QUAD   -  WYMER (1953)
 SB0936
 SB0936                         *CURRENT SURVEY CONTROL
 SB0936  ___________________________________________________________________
 SB0936* NAD 83(1986)-  46 50 07.     (N)    120 27 46.     (W)     SCALED    
 SB0936* NAVD 88     -       447.299  (meters)    1467.51   (feet)  ADJUSTED  
 SB0936  ___________________________________________________________________
 SB0936  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 SB0936  DYNAMIC HT  -         447.304 (meters)    1467.53  (feet)  COMP
 SB0936  MODELED GRAV-     980,612.7   (mgal)                       NAVD 88
 SB0936
 SB0936  VERT ORDER  -  FIRST     CLASS II
 SB0936
 SB0936.The horizontal coordinates were scaled from a topographic map and have
 SB0936.an estimated accuracy of +/- 6 seconds.
 SB0936
 SB0936.The orthometric height was determined by differential leveling
 SB0936.and adjusted by the National Geodetic Survey in June 1991..
 SB0936
 SB0936.The geoid height was determined by GEOID03.
 SB0936
 SB0936.The dynamic height is computed by dividing the NAVD 88
 SB0936.geopotential number by the normal gravity value computed on the
 SB0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0936.degrees latitude (g = 980.6199 gals.).
 SB0936
 SB0936.The modeled gravity was interpolated from observed gravity values.
 SB0936
 SB0936;                    North         East    Units  Estimated Accuracy
 SB0936;SPC WA S     -   166,940.      502,840.      MT  (+/- 180 meters Scaled)
 SB0936
 SB0936                          SUPERSEDED SURVEY CONTROL
 SB0936
 SB0936.No superseded survey control is available for this station.
 SB0936
 SB0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS934899(NAD 83)
 SB0936_MARKER: DB = BENCH MARK DISK
 SB0936_SETTING: 66 = SET IN ROCK OUTCROP
 SB0936_SP_SET: ROCK OUTCROP
 SB0936_STAMPING: D 528 1982
 SB0936_MARK LOGO: NGS   
 SB0936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0936+STABILITY: POSITION/ELEVATION WELL
 SB0936
 SB0936  HISTORY     - Date     Condition        Report By
 SB0936  HISTORY     - 1982     MONUMENTED       NGS
 SB0936  HISTORY     - 1990     GOOD             USPSQD
 SB0936
 SB0936                          STATION DESCRIPTION
 SB0936
 SB0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0936'25.5 KM (15.9 MI) SOUTH FROM ELLENSBURG.
 SB0936'25.55 KM (15.95 MI) SOUTH ALONG STATE HIGHWAY 821 FROM THE COURTHOUSE
 SB0936'AT ELLENSBURG, VERTICALLY IN THE WEST FACE OF A 4 FOOT WIDE BY 10 FOOT
 SB0936'TALL SMOOTH FACED ROCK AT THE CREST OF A HIGHWAY GRADE, 0.16 KM (0.1
 SB0936'MI) NORTH OF MILEPOST 14, 7.3 METERS (24 FT) EAST OF THE HIGHWAY, 19.2
 SB0936'METERS (63 FT) SOUTHEAST ACROSS THE HIGHWAY FROM THE SOUTH END OF A
 SB0936'ROCK MASONARY RETAINING WALL, 1.3 METERS (4.3 FT) ABOVE THE GROUND.
 SB0936'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 SB0936
 SB0936                          STATION RECOVERY (1990)
 SB0936
 SB0936'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBD)
 SB0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0988 ***********************************************************************
 SX0988  DESIGNATION -  D 529
 SX0988  PID         -  SX0988
 SX0988  STATE/COUNTY-  WA/KING
 SX0988  USGS QUAD   -  COUGAR MOUNTAIN (1989)
 SX0988
 SX0988                         *CURRENT SURVEY CONTROL
 SX0988  ___________________________________________________________________
 SX0988* NAD 83(1986)-  47 15 15.     (N)    121 43 43.     (W)     SCALED    
 SX0988* NAVD 88     -       417.738  (meters)    1370.53   (feet)  ADJUSTED  
 SX0988  ___________________________________________________________________
 SX0988  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 SX0988  DYNAMIC HT  -         417.761 (meters)    1370.60  (feet)  COMP
 SX0988  MODELED GRAV-     980,656.4   (mgal)                       NAVD 88
 SX0988
 SX0988  VERT ORDER  -  FIRST     CLASS II
 SX0988
 SX0988.The horizontal coordinates were scaled from a topographic map and have
 SX0988.an estimated accuracy of +/- 6 seconds.
 SX0988
 SX0988.The orthometric height was determined by differential leveling
 SX0988.and adjusted by the National Geodetic Survey in June 1991..
 SX0988
 SX0988.The geoid height was determined by GEOID03.
 SX0988
 SX0988.The dynamic height is computed by dividing the NAVD 88
 SX0988.geopotential number by the normal gravity value computed on the
 SX0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0988.degrees latitude (g = 980.6199 gals.).
 SX0988
 SX0988.The modeled gravity was interpolated from observed gravity values.
 SX0988
 SX0988;                    North         East    Units  Estimated Accuracy
 SX0988;SPC WA N     -    28,650.      432,230.      MT  (+/- 180 meters Scaled)
 SX0988
 SX0988                          SUPERSEDED SURVEY CONTROL
 SX0988
 SX0988.No superseded survey control is available for this station.
 SX0988
 SX0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET961341(NAD 83)
 SX0988_MARKER: I = METAL ROD
 SX0988_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SX0988_SP_SET: STAINLESS STEEL ROD
 SX0988_STAMPING: D 529 1982
 SX0988_MARK LOGO: NGS   
 SX0988_PROJECTION: FLUSH
 SX0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0988_ROD/PIPE-DEPTH: 10.1 meters
 SX0988
 SX0988  HISTORY     - Date     Condition        Report By
 SX0988  HISTORY     - 1982     MONUMENTED       NGS
 SX0988
 SX0988                          STATION DESCRIPTION
 SX0988
 SX0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0988'19.5 KM (12.1 MI) SE FROM TACOMA WATER SUPPLY HEADWORKS.
 SX0988'15.4 KM (9.6 MI) SOUTHEAST ALONG SERVICE ROAD 212 FROM THE CONTROL
 SX0988'BUILDING AT THE TACOMA WATER SUPPLY HEADWORKS, THENCE 4.0 KM (2.5 MI)
 SX0988'SOUTHEAST ALONG SERVICE ROAD 5530, AT THE CROSSING OF A POWER LINE,
 SX0988'MIDWAY BETWEEN THE TWO WOODEN POLES OF POWER LINE TOWER 98-7, 0.1 KM
 SX0988'(0.05 MI) SOUTHWEST OF THE Y JUNCTION OF A DIRT ROAD LEADING
 SX0988'NORTHEAST, 0.2 KM (0.1 MI) SOUTHWEST OF A DEEP ROAD FILL, 46.0 METERS
 SX0988'(151 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3 METERS (10 FT)
 SX0988'NORTHEAST OF THE SOUTHWEST POLE.
 SX0988'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 SX0988'THE MARK IS 4.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0094 ***********************************************************************
 SW0094  DESIGNATION -  D 53
 SW0094  PID         -  SW0094
 SW0094  STATE/COUNTY-  WA/LINCOLN
 SW0094  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW0094
 SW0094                         *CURRENT SURVEY CONTROL
 SW0094  ___________________________________________________________________
 SW0094* NAD 83(1986)-  47 20 55.     (N)    118 05 30.     (W)     SCALED    
 SW0094* NAVD 88     -       623.511  (meters)    2045.64   (feet)  ADJUSTED  
 SW0094  ___________________________________________________________________
 SW0094  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 SW0094  DYNAMIC HT  -         623.535 (meters)    2045.71  (feet)  COMP
 SW0094  MODELED GRAV-     980,630.8   (mgal)                       NAVD 88
 SW0094
 SW0094  VERT ORDER  -  FIRST     CLASS II
 SW0094
 SW0094.The horizontal coordinates were scaled from a topographic map and have
 SW0094.an estimated accuracy of +/- 6 seconds.
 SW0094
 SW0094.The orthometric height was determined by differential leveling
 SW0094.and adjusted by the National Geodetic Survey in June 1991..
 SW0094
 SW0094.The geoid height was determined by GEOID03.
 SW0094
 SW0094.The dynamic height is computed by dividing the NAVD 88
 SW0094.geopotential number by the normal gravity value computed on the
 SW0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0094.degrees latitude (g = 980.6199 gals.).
 SW0094
 SW0094.The modeled gravity was interpolated from observed gravity values.
 SW0094
 SW0094;                    North         East    Units  Estimated Accuracy
 SW0094;SPC WA N     -    42,450.      707,120.      MT  (+/- 180 meters Scaled)
 SW0094
 SW0094                          SUPERSEDED SURVEY CONTROL
 SW0094
 SW0094  NGVD 29 (??/??/92)  622.330  (m)         2041.76   (f) ADJ UNCH    1 2
 SW0094
 SW0094.Superseded values are not recommended for survey control.
 SW0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0094.See file dsdata.txt to determine how the superseded data were derived.
 SW0094
 SW0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN175444(NAD 83)
 SW0094_MARKER: DB = BENCH MARK DISK
 SW0094_SETTING: 0 = UNSPECIFIED SETTING
 SW0094_STAMPING: D 53 1934
 SW0094_MARK LOGO: CGS   
 SW0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0094
 SW0094  HISTORY     - Date     Condition        Report By
 SW0094  HISTORY     - 1934     MONUMENTED       CGS
 SW0094  HISTORY     - 1966     GOOD             NGS
 SW0094  HISTORY     - 1969     MARK NOT FOUND   USGS
 SW0094  HISTORY     - 1981     GOOD             NGS
 SW0094
 SW0094                          STATION DESCRIPTION
 SW0094
 SW0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0094'8.4 MI NW FROM SPRAGUE.
 SW0094'THE MARK IS 30 FEET WEST OF THE CENTER OF THE DRIVEWAY INTO MRS. CARL
 SW0094'HOFFMANS HOUSE, 27 FEET NORTH OF THE CENTER OF THE ROAD, 26 FEET EAST
 SW0094'OF THE PROJECTED EAST SIDE OF MRS. CARL HOFFMANS HOUSE AND 1 FOOT
 SW0094'ABOVE THE ROAD.  A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
 SW0094'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY 10 AND STATE HIGHWAY
 SW0094'10 AND STATE HIGHWAY 23 IN SPRAGUE GO NORTH ON HIGHWAY 23 FOR 1.0 MILE
 SW0094'TO A Y, (S. H. 231 GOES RIGHT) KEEP THE LEFT FORK, STATE HIGHWAY 23
 SW0094'FOR 7.65 MILES TO THE FARMYARD AND MARK ON THE RIGHT. NOTE-- THERE IS
 SW0094'A NEWER FARMHOUSE A SHORT DISTANCE EAST OF MRS. HOFFMANS.
 SW0094
 SW0094                          STATION RECOVERY (1969)
 SW0094
 SW0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SW0094'MARK NOT FOUND.
 SW0094
 SW0094                          STATION RECOVERY (1981)
 SW0094
 SW0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0094'13.5 KM (8.4 MILES) NORTHWEST ALONG STATE HIGHWAY 23 FROM THE
 SW0094'COLUMBIA BASIN OVERPASS AT SPRAGUE, 0.5 KM (0.3 MILE)
 SW0094'SOUTHEAST OF MILE POST 52, 8.4 METERS (27.5 FEET) NORTHEAST OF
 SW0094'THE CENTERLINE OF THE HIGHWAY, 25.7 METERS (84.5 FEET)
 SW0094'SOUTH OF THE SOUTHEAST CORNER OF A TWO STORY FARM HOUSE,
 SW0094'8.4 METERS (29.0 FEET) NORTHWEST OF THE CENTERLINE OF THE
 SW0094'DRIVEWAY TO THE HOUSE, 25.5 METERS (83.5 FEET) SOUTHEAST OF
 SW0094'A POWER POLE WITH A TRANSFORMER.
 SW0094'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 SW0094'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0961 ***********************************************************************
 SC0961  DESIGNATION -  D 530
 SC0961  PID         -  SC0961
 SC0961  STATE/COUNTY-  WA/PACIFIC
 SC0961  USGS QUAD   -  SOUTH BEND (1994)
 SC0961
 SC0961                         *CURRENT SURVEY CONTROL
 SC0961  ___________________________________________________________________
 SC0961* NAD 83(1986)-  46 40 28.     (N)    123 49 10.     (W)     SCALED    
 SC0961* NAVD 88     -         5.581  (meters)      18.31   (feet)  ADJUSTED  
 SC0961  ___________________________________________________________________
 SC0961  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SC0961  DYNAMIC HT  -           5.582 (meters)      18.31  (feet)  COMP
 SC0961  MODELED GRAV-     980,783.9   (mgal)                       NAVD 88
 SC0961
 SC0961  VERT ORDER  -  FIRST     CLASS II
 SC0961
 SC0961.The horizontal coordinates were scaled from a topographic map and have
 SC0961.an estimated accuracy of +/- 6 seconds.
 SC0961
 SC0961.The orthometric height was determined by differential leveling
 SC0961.and adjusted by the National Geodetic Survey in June 1991..
 SC0961
 SC0961.The geoid height was determined by GEOID03.
 SC0961
 SC0961.The dynamic height is computed by dividing the NAVD 88
 SC0961.geopotential number by the normal gravity value computed on the
 SC0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0961.degrees latitude (g = 980.6199 gals.).
 SC0961
 SC0961.The modeled gravity was interpolated from observed gravity values.
 SC0961
 SC0961;                    North         East    Units  Estimated Accuracy
 SC0961;SPC WA S     -   154,410.      246,100.      MT  (+/- 180 meters Scaled)
 SC0961
 SC0961                          SUPERSEDED SURVEY CONTROL
 SC0961
 SC0961.No superseded survey control is available for this station.
 SC0961
 SC0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS373693(NAD 83)
 SC0961_MARKER: I = METAL ROD
 SC0961_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC0961_SP_SET: STAINLESS STEEL ROD
 SC0961_STAMPING: D 530 1987
 SC0961_MARK LOGO: NGS   
 SC0961_PROJECTION: FLUSH
 SC0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0961_ROD/PIPE-DEPTH: 9.8  meters
 SC0961
 SC0961  HISTORY     - Date     Condition        Report By
 SC0961  HISTORY     - 1987     MONUMENTED       NGS
 SC0961
 SC0961                          STATION DESCRIPTION
 SC0961
 SC0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0961'1.3 KM (0.80 MI) NW FROM SOUTH BEND.
 SC0961'1.3 KM (0.80 MI) NORTHWEST ALONG US HIGHWAY 101 FROM THE JUNCTION OF
 SC0961'MEMORIAL AVENUE IN SOUTH BEND, ACROSS THE HIGHWAY FROM A RECREATIONAL
 SC0961'VEHICAL PARK BILLBOARD, 76.0 M (249.3 FT) SOUTHEAST OF A POWERLINE
 SC0961'POLE WITH TWO TRANSFORMERS AND A LIGHT, 13.5 M (44.3 FT) SOUTHWEST OF
 SC0961'THE CENTERLINE OF THE HIGHWAY, 7.3 M (24.0 FT) NORTHEAST OF TELEPHONE
 SC0961'JUNCTION BOX NUMBER D 37.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 SC0961'A 5-INCH LOGO CAP.
 SC0961'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 SC0961'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0991 ***********************************************************************
 SC0991  DESIGNATION -  D 531
 SC0991  PID         -  SC0991
 SC0991  STATE/COUNTY-  WA/PACIFIC
 SC0991  USGS QUAD   -  KNAPPTON (1984)
 SC0991
 SC0991                         *CURRENT SURVEY CONTROL
 SC0991  ___________________________________________________________________
 SC0991* NAD 83(1986)-  46 19 50.     (N)    123 47 54.     (W)     SCALED    
 SC0991* NAVD 88     -        35.510  (meters)     116.50   (feet)  ADJUSTED  
 SC0991  ___________________________________________________________________
 SC0991  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 SC0991  DYNAMIC HT  -          35.513 (meters)     116.51  (feet)  COMP
 SC0991  MODELED GRAV-     980,717.3   (mgal)                       NAVD 88
 SC0991
 SC0991  VERT ORDER  -  FIRST     CLASS II
 SC0991
 SC0991.The horizontal coordinates were scaled from a topographic map and have
 SC0991.an estimated accuracy of +/- 6 seconds.
 SC0991
 SC0991.The orthometric height was determined by differential leveling
 SC0991.and adjusted by the National Geodetic Survey in June 1991..
 SC0991
 SC0991.The geoid height was determined by GEOID03.
 SC0991
 SC0991.The dynamic height is computed by dividing the NAVD 88
 SC0991.geopotential number by the normal gravity value computed on the
 SC0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0991.degrees latitude (g = 980.6199 gals.).
 SC0991
 SC0991.The modeled gravity was interpolated from observed gravity values.
 SC0991
 SC0991;                    North         East    Units  Estimated Accuracy
 SC0991;SPC WA S     -   116,150.      246,120.      MT  (+/- 180 meters Scaled)
 SC0991
 SC0991                          SUPERSEDED SURVEY CONTROL
 SC0991
 SC0991.No superseded survey control is available for this station.
 SC0991
 SC0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS385310(NAD 83)
 SC0991_MARKER: I = METAL ROD
 SC0991_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC0991_SP_SET: STAINLESS STEEL ROD
 SC0991_STAMPING: D 531 1987
 SC0991_MARK LOGO: NGS   
 SC0991_PROJECTION: FLUSH
 SC0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0991_ROD/PIPE-DEPTH: 9.7  meters
 SC0991
 SC0991  HISTORY     - Date     Condition        Report By
 SC0991  HISTORY     - 1987     MONUMENTED       NGS
 SC0991  HISTORY     - 1989     GOOD             USPSQD
 SC0991
 SC0991                          STATION DESCRIPTION
 SC0991
 SC0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0991'6.0 KM (3.70 MI) SOUTH FROM NASELLE.
 SC0991'5.96 KM (3.70 MI) SOUTH ALONG STATE HIGHWAY 401 FROM THE JUNCTION OF
 SC0991'STATE HIGHWAY 4 IN NASELLE, 0.64 KM (0.40 MI) NORTH OF MILEPOST 8, ON
 SC0991'THE SOUTH SIDE OF A LOW CUT BANK, 15.9 M (52.2 FT) WEST OF THE
 SC0991'CENTERLINE OF THE HIGHWAY, 13.4 M (44.0 FT) NORTH OF THE CENTER OF A
 SC0991'DIM TRACK ROAD LEADING WEST, 9.7 M (31.8 FT) NORTHWEST OF THE SOUTH
 SC0991'END OF AN 18-IN METAL PIPE CULVERT.  NOTE--ACCESS TO DATUM POINT IS
 SC0991'HAD THROUGH A 5-INCH LOGO CAP.
 SC0991'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 SC0991'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 SC0991
 SC0991                          STATION RECOVERY (1989)
 SC0991
 SC0991'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SC0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1143 ***********************************************************************
 SC1143  DESIGNATION -  D 532
 SC1143  PID         -  SC1143
 SC1143  STATE/COUNTY-  WA/THURSTON
 SC1143  USGS QUAD   -  VIOLET PRAIRIE (1990)
 SC1143
 SC1143                         *CURRENT SURVEY CONTROL
 SC1143  ___________________________________________________________________
 SC1143* NAD 83(1986)-  46 47 20.     (N)    122 54 04.     (W)     SCALED    
 SC1143* NAVD 88     -        70.669  (meters)     231.85   (feet)  ADJUSTED  
 SC1143  ___________________________________________________________________
 SC1143  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 SC1143  DYNAMIC HT  -          70.680 (meters)     231.89  (feet)  COMP
 SC1143  MODELED GRAV-     980,769.2   (mgal)                       NAVD 88
 SC1143
 SC1143  VERT ORDER  -  FIRST     CLASS II
 SC1143
 SC1143.The horizontal coordinates were scaled from a topographic map and have
 SC1143.an estimated accuracy of +/- 6 seconds.
 SC1143
 SC1143.The orthometric height was determined by differential leveling
 SC1143.and adjusted by the National Geodetic Survey in June 1991..
 SC1143
 SC1143.The geoid height was determined by GEOID03.
 SC1143
 SC1143.The dynamic height is computed by dividing the NAVD 88
 SC1143.geopotential number by the normal gravity value computed on the
 SC1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1143.degrees latitude (g = 980.6199 gals.).
 SC1143
 SC1143.The modeled gravity was interpolated from observed gravity values.
 SC1143
 SC1143;                    North         East    Units  Estimated Accuracy
 SC1143;SPC WA S     -   164,580.      316,710.      MT  (+/- 180 meters Scaled)
 SC1143
 SC1143                          SUPERSEDED SURVEY CONTROL
 SC1143
 SC1143  NGVD 29 (05/16/90)   69.627  (m)          228.43   (f) ADJUSTED    1 2
 SC1143
 SC1143.Superseded values are not recommended for survey control.
 SC1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1143.See file dsdata.txt to determine how the superseded data were derived.
 SC1143
 SC1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES075817(NAD 83)
 SC1143_MARKER: I = METAL ROD
 SC1143_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1143_SP_SET: STAINLESS STEEL ROD
 SC1143_STAMPING: D 532 1987
 SC1143_MARK LOGO: NGS   
 SC1143_PROJECTION: FLUSH
 SC1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1143_ROD/PIPE-DEPTH: 9.4  meters
 SC1143
 SC1143  HISTORY     - Date     Condition        Report By
 SC1143  HISTORY     - 1987     MONUMENTED       NGS
 SC1143
 SC1143                          STATION DESCRIPTION
 SC1143
 SC1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1143'3.5 KM (2.15 MI) SW FROM BUCODA.
 SC1143'3.5 KM (2.15 MI) SOUTHWEST ALONG STATE HIGHWAY 507 FROM THE JUNCTION
 SC1143'OF 6TH STREET IN BUCODA, 9.7 M (31.8 FT) SOUTHWEST OF THE CENTER OF
 SC1143'THE ENTRANCE DRIVE TO THE CLIFF BRINSON RESIDENCE, 10.7 M (35.1 FT)
 SC1143'SOUTHEAST OF THE HIGHWAY CENTERLINE, 11.3 M (37.1 FT) SOUTHWEST OF
 SC1143'THE CENTER OF A WIRE GATE, 4.75 M (15.6 FT) SOUTHEAST OF A FENCE
 SC1143'CORNER, 0.30 M (1.0 FT) NORTHEAST OF A FENCE. NOTE--ACCESS TO DATUM
 SC1143'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC1143'THE MARK IS 0.54 METERS  SE FROM  A WITNESS POST
 SC1143'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD1553 ***********************************************************************
 RD1553  DESIGNATION -  D 533
 RD1553  PID         -  RD1553
 RD1553  STATE/COUNTY-  WA/CLARK
 RD1553  USGS QUAD   -  VANCOUVER (1990)
 RD1553
 RD1553                         *CURRENT SURVEY CONTROL
 RD1553  ___________________________________________________________________
 RD1553* NAD 83(1986)-  45 40 04.     (N)    122 39 58.     (W)     SCALED    
 RD1553* NAVD 88     -        54.780  (meters)     179.72   (feet)  ADJUSTED  
 RD1553  ___________________________________________________________________
 RD1553  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD1553  DYNAMIC HT  -          54.780 (meters)     179.72  (feet)  COMP
 RD1553  MODELED GRAV-     980,627.1   (mgal)                       NAVD 88
 RD1553
 RD1553  VERT ORDER  -  FIRST     CLASS II
 RD1553
 RD1553.The horizontal coordinates were scaled from a topographic map and have
 RD1553.an estimated accuracy of +/- 6 seconds.
 RD1553
 RD1553.The orthometric height was determined by differential leveling
 RD1553.and adjusted by the National Geodetic Survey in June 1991..
 RD1553
 RD1553.The geoid height was determined by GEOID03.
 RD1553
 RD1553.The dynamic height is computed by dividing the NAVD 88
 RD1553.geopotential number by the normal gravity value computed on the
 RD1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1553.degrees latitude (g = 980.6199 gals.).
 RD1553
 RD1553.The modeled gravity was interpolated from observed gravity values.
 RD1553
 RD1553;                    North         East    Units  Estimated Accuracy
 RD1553;SPC WA S     -    39,490.      331,220.      MT  (+/- 180 meters Scaled)
 RD1553
 RD1553                          SUPERSEDED SURVEY CONTROL
 RD1553
 RD1553  NGVD 29 (05/16/90)   53.722  (m)          176.25   (f) ADJUSTED    1 2
 RD1553
 RD1553.Superseded values are not recommended for survey control.
 RD1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1553.See file dsdata.txt to determine how the superseded data were derived.
 RD1553
 RD1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER260571(NAD 83)
 RD1553_MARKER: DB = BENCH MARK DISK
 RD1553_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RD1553_SP_SET: OVERPASS PIER
 RD1553_STAMPING: D 533 1987
 RD1553_MARK LOGO: NGS   
 RD1553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1553
 RD1553  HISTORY     - Date     Condition        Report By
 RD1553  HISTORY     - 1987     MONUMENTED       NGS
 RD1553  HISTORY     - 20040416 MARK NOT FOUND   USPSQD
 RD1553
 RD1553                          STATION DESCRIPTION
 RD1553
 RD1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1553'3.4 KM (2.10 MI) NORTH FROM VANCOUVER.
 RD1553'3.36 KM (2.10 MI) NORTH ALONG INTERSTATE HIGHWAY 5 FROM THE FOURTH
 RD1553'PLAIN BOULEVARD OVERPASS IN VANCOUVER, SET VERTICALLY IN THE WEST
 RD1553'FACE OF THE EASTERNMOST 1 OF 3 PIERS FOR THE NORTHEAST 63RD STREET
 RD1553'OVERPASS, 7.8 M (25.6 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 RD1553'LANES.
 RD1553'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 RD1553
 RD1553                          STATION RECOVERY (2004)
 RD1553
 RD1553'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHC)
 RD1553'OVERPASS WAS TORN DOWN 2002, NEW WIDER BRIDGE WAS BUILT AS I-5
 RD1553'INCREASED TO 6 LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD1577 ***********************************************************************
 RD1577  DESIGNATION -  D 534
 RD1577  PID         -  RD1577
 RD1577  STATE/COUNTY-  WA/COWLITZ
 RD1577  USGS QUAD   -  DEER ISLAND (1990)
 RD1577
 RD1577                         *CURRENT SURVEY CONTROL
 RD1577  ___________________________________________________________________
 RD1577* NAD 83(1986)-  45 59 42.     (N)    122 50 14.     (W)     SCALED    
 RD1577* NAVD 88     -        14.585  (meters)      47.85   (feet)  ADJUSTED  
 RD1577  ___________________________________________________________________
 RD1577  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RD1577  DYNAMIC HT  -          14.586 (meters)      47.85  (feet)  COMP
 RD1577  MODELED GRAV-     980,665.3   (mgal)                       NAVD 88
 RD1577
 RD1577  VERT ORDER  -  FIRST     CLASS II
 RD1577
 RD1577.The horizontal coordinates were scaled from a topographic map and have
 RD1577.an estimated accuracy of +/- 6 seconds.
 RD1577
 RD1577.The orthometric height was determined by differential leveling
 RD1577.and adjusted by the National Geodetic Survey in June 1991..
 RD1577
 RD1577.The geoid height was determined by GEOID03.
 RD1577
 RD1577.The dynamic height is computed by dividing the NAVD 88
 RD1577.geopotential number by the normal gravity value computed on the
 RD1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1577.degrees latitude (g = 980.6199 gals.).
 RD1577
 RD1577.The modeled gravity was interpolated from observed gravity values.
 RD1577
 RD1577;                    North         East    Units  Estimated Accuracy
 RD1577;SPC WA S     -    76,230.      318,970.      MT  (+/- 180 meters Scaled)
 RD1577
 RD1577                          SUPERSEDED SURVEY CONTROL
 RD1577
 RD1577  NGVD 29 (05/16/90)   13.536  (m)           44.41   (f) ADJUSTED    1 2
 RD1577
 RD1577.Superseded values are not recommended for survey control.
 RD1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1577.See file dsdata.txt to determine how the superseded data were derived.
 RD1577
 RD1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER126935(NAD 83)
 RD1577_MARKER: DB = BENCH MARK DISK
 RD1577_SETTING: 66 = SET IN ROCK OUTCROP
 RD1577_SP_SET: ROCK OUTCROP
 RD1577_STAMPING: D 534 1987
 RD1577_MARK LOGO: NGS   
 RD1577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD1577+STABILITY: POSITION/ELEVATION WELL
 RD1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD1577+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 RD1577
 RD1577  HISTORY     - Date     Condition        Report By
 RD1577  HISTORY     - 1987     MONUMENTED       NGS
 RD1577  HISTORY     - 1989     GOOD             USPSQD
 RD1577  HISTORY     - 20060207 GOOD             USPSQD
 RD1577
 RD1577                          STATION DESCRIPTION
 RD1577
 RD1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1577'1.5 KM (0.95 MI) SOUTH FROM KALAMA.
 RD1577'1.52 KM (0.95 MI) SOUTH ALONG INTERSTATE HIGHWAY 5 FROM THE UNDERPASS
 RD1577'OF ELM STREET (EXIT 30) IN KALAMA, 56.4 M (185.0 FT) SOUTHEAST OF THE
 RD1577'NORTHWEST END OF A LONG CUT BANK, IN TOP AND CENTER OF A 2.0 BY 2.5
 RD1577'FT ROCK OUTCROP, 16.1 M (52.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 RD1577'NORTHBOUND LANES OF THE HIGHWAY, 27.7 M (90.9 FT) SOUTHEAST OF THE
 RD1577'SOUTHEAST END OF A METAL GUARD RAIL.
 RD1577'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 RD1577'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RD1577
 RD1577                          STATION RECOVERY (1989)
 RD1577
 RD1577'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD1577'RECOVERED IN GOOD CONDITION.
 RD1577
 RD1577                          STATION RECOVERY (2006)
 RD1577
 RD1577'RECOVERY NOTE BY US POWER SQUADRON 2006
 RD1577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1169 ***********************************************************************
 SC1169  DESIGNATION -  D 535
 SC1169  PID         -  SC1169
 SC1169  STATE/COUNTY-  WA/LEWIS
 SC1169  USGS QUAD   -  WINLOCK (1993)
 SC1169
 SC1169                         *CURRENT SURVEY CONTROL
 SC1169  ___________________________________________________________________
 SC1169* NAD 83(1986)-  46 25 56.     (N)    122 56 22.     (W)     SCALED    
 SC1169* NAVD 88     -       129.538  (meters)     424.99   (feet)  ADJUSTED  
 SC1169  ___________________________________________________________________
 SC1169  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 SC1169  DYNAMIC HT  -         129.549 (meters)     425.03  (feet)  COMP
 SC1169  MODELED GRAV-     980,701.9   (mgal)                       NAVD 88
 SC1169
 SC1169  VERT ORDER  -  FIRST     CLASS II
 SC1169
 SC1169.The horizontal coordinates were scaled from a topographic map and have
 SC1169.an estimated accuracy of +/- 6 seconds.
 SC1169
 SC1169.The orthometric height was determined by differential leveling
 SC1169.and adjusted by the National Geodetic Survey in June 1991..
 SC1169
 SC1169.The geoid height was determined by GEOID03.
 SC1169
 SC1169.The dynamic height is computed by dividing the NAVD 88
 SC1169.geopotential number by the normal gravity value computed on the
 SC1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1169.degrees latitude (g = 980.6199 gals.).
 SC1169
 SC1169.The modeled gravity was interpolated from observed gravity values.
 SC1169
 SC1169;                    North         East    Units  Estimated Accuracy
 SC1169;SPC WA S     -   125,040.      312,560.      MT  (+/- 180 meters Scaled)
 SC1169
 SC1169                          SUPERSEDED SURVEY CONTROL
 SC1169
 SC1169  NGVD 29 (05/16/90)  128.503  (m)          421.60   (f) ADJUSTED    1 2
 SC1169
 SC1169.Superseded values are not recommended for survey control.
 SC1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1169.See file dsdata.txt to determine how the superseded data were derived.
 SC1169
 SC1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES046420(NAD 83)
 SC1169_MARKER: I = METAL ROD
 SC1169_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1169_SP_SET: STAINLESS STEEL ROD
 SC1169_STAMPING: D 535 1987
 SC1169_MARK LOGO: NGS   
 SC1169_PROJECTION: FLUSH
 SC1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1169_ROD/PIPE-DEPTH: 19.5 meters
 SC1169
 SC1169  HISTORY     - Date     Condition        Report By
 SC1169  HISTORY     - 1987     MONUMENTED       NGS
 SC1169
 SC1169                          STATION DESCRIPTION
 SC1169
 SC1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1169'10.2 KM (6.35 MI) SOUTH FROM WINLOCK.
 SC1169'3.6 KM (2.25 MI) SOUTHEAST ALONG STATE HIGHWAY 603 FROM THE CROSSING
 SC1169'OF THE BURLINGTON NORTHERN-UNION PACIFIC RAILROAD IN WINLOCK, THENCE
 SC1169'6.6 KM (4.10 MI) SOUTH ALONG SOUTH MILITARY ROAD, ALSO 3.5 KM
 SC1169'(2.15 MI) NORTH ALONG SOUTH MILITARY ROAD FROM THE JUNCTION OF STATE
 SC1169'HIGHWAY 506 IN VADER, 5.8 M (19.0 FT) WEST OF THE ROAD CENTERLINE,
 SC1169'6.4 M (21.0 FT) SOUTH OF THE CENTER OF A ROAD WEST TO THE J HOWEY
 SC1169'RESIDENCE, 2.92 M (9.6 FT) SOUTH OF TELEPHONE JUNCTION BOX 41, 0.79 M
 SC1169'(2.6 FT) NORTH OF A SIGN--SCHOOL BUS TURN AROUND AHEAD, 0.30 M
 SC1169'(1.0 FT) WEST OF A FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 SC1169'5-INCH LOGO CAP.
 SC1169'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 SC1169'THE MARK IS 0.3 M ABOVE MILITARY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1012 ***********************************************************************
 SC1012  DESIGNATION -  D 536
 SC1012  PID         -  SC1012
 SC1012  STATE/COUNTY-  WA/PACIFIC
 SC1012  USGS QUAD   -  CHINOOK (1984)
 SC1012
 SC1012                         *CURRENT SURVEY CONTROL
 SC1012  ___________________________________________________________________
 SC1012* NAD 83(1986)-  46 19 51.     (N)    123 59 29.     (W)     SCALED    
 SC1012* NAVD 88     -         6.192  (meters)      20.31   (feet)  ADJUSTED  
 SC1012  ___________________________________________________________________
 SC1012  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 SC1012  DYNAMIC HT  -           6.193 (meters)      20.32  (feet)  COMP
 SC1012  MODELED GRAV-     980,713.0   (mgal)                       NAVD 88
 SC1012
 SC1012  VERT ORDER  -  FIRST     CLASS II
 SC1012
 SC1012.The horizontal coordinates were scaled from a topographic map and have
 SC1012.an estimated accuracy of +/- 6 seconds.
 SC1012
 SC1012.The orthometric height was determined by differential leveling
 SC1012.and adjusted by the National Geodetic Survey in June 1991..
 SC1012
 SC1012.The geoid height was determined by GEOID03.
 SC1012
 SC1012.The dynamic height is computed by dividing the NAVD 88
 SC1012.geopotential number by the normal gravity value computed on the
 SC1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1012.degrees latitude (g = 980.6199 gals.).
 SC1012
 SC1012.The modeled gravity was interpolated from observed gravity values.
 SC1012
 SC1012;                    North         East    Units  Estimated Accuracy
 SC1012;SPC WA S     -   116,820.      231,270.      MT  (+/- 180 meters Scaled)
 SC1012
 SC1012                          SUPERSEDED SURVEY CONTROL
 SC1012
 SC1012.No superseded survey control is available for this station.
 SC1012
 SC1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS236312(NAD 83)
 SC1012_MARKER: I = METAL ROD
 SC1012_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1012_SP_SET: STAINLESS STEEL ROD
 SC1012_STAMPING: D 536 1987
 SC1012_MARK LOGO: NGS   
 SC1012_PROJECTION: FLUSH
 SC1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1012_ROD/PIPE-DEPTH: 15.9 meters
 SC1012
 SC1012  HISTORY     - Date     Condition        Report By
 SC1012  HISTORY     - 1987     MONUMENTED       NGS
 SC1012  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 SC1012  HISTORY     - 20060330 MARK NOT FOUND   USPSQD
 SC1012
 SC1012                          STATION DESCRIPTION
 SC1012
 SC1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1012'5.0 KM (3.10 MI) EAST FROM SEAVIEW.
 SC1012'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SC1012'IN SEAVIEW, THENCE 4.9 KM (3.05 MI) EAST ALONG US HIGHWAY 101, 0.96
 SC1012'KM (0.60 MI) WEST OF MILEPOST 17, 3.5 M (11.5 FT) WEST OF THE CENTER
 SC1012'OF A GRAVEL ROAD NORTH, 10.5 M (34.4 FT) NORTH OF THE CENTERLINE OF
 SC1012'THE HIGHWAY, 8.7 M (28.5 FT) SOUTHWEST OF THE CENTER OF AN IRON GATE,
 SC1012'7.5 M (24.6 FT) WEST OF A TELEPHONE JUNCTION BOX.  NOTE--ACCESS TO
 SC1012'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC1012'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 SC1012'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SC1012
 SC1012                          STATION RECOVERY (2006)
 SC1012
 SC1012'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SC1012'RECENT NEW GATE WAS IN THE LOCATION OF WHERE THE WITNESS POST AND MARK
 SC1012'USED TO BE.  PART OF THE GROUND NEAR THE CULVERT HAS GIVEN WAY.  MARK
 SC1012'SEARCHED FOR BUT NOT FOUND.
 SC1012
 SC1012                          STATION RECOVERY (2006)
 SC1012
 SC1012'RECOVERY NOTE BY US POWER SQUADRON 2006 (JWM)
 SC1012'WITNESS POST HAS BEEN BROKEN OVER.  NO EVIDENCE OF SLEEVE OR MARK
 SC1012'FOUND.  RECENT GRADING HAS BEEN DONE TO WIDEN THE ROADWAY TO THIS
 SC1012'SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0305 ***********************************************************************
 SD0305  DESIGNATION -  D 537
 SD0305  PID         -  SD0305
 SD0305  STATE/COUNTY-  WA/PACIFIC
 SD0305  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0305
 SD0305                         *CURRENT SURVEY CONTROL
 SD0305  ___________________________________________________________________
 SD0305* NAD 83(1986)-  46 20 56.     (N)    124 03 16.     (W)     SCALED    
 SD0305* NAVD 88     -         5.705  (meters)      18.72   (feet)  ADJUSTED  
 SD0305  ___________________________________________________________________
 SD0305  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 SD0305  DYNAMIC HT  -           5.706 (meters)      18.72  (feet)  COMP
 SD0305  MODELED GRAV-     980,709.1   (mgal)                       NAVD 88
 SD0305
 SD0305  VERT ORDER  -  FIRST     CLASS II
 SD0305
 SD0305.The horizontal coordinates were scaled from a topographic map and have
 SD0305.an estimated accuracy of +/- 6 seconds.
 SD0305
 SD0305.The orthometric height was determined by differential leveling
 SD0305.and adjusted by the National Geodetic Survey in June 1991..
 SD0305
 SD0305.The geoid height was determined by GEOID03.
 SD0305
 SD0305.The dynamic height is computed by dividing the NAVD 88
 SD0305.geopotential number by the normal gravity value computed on the
 SD0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0305.degrees latitude (g = 980.6199 gals.).
 SD0305
 SD0305.The modeled gravity was interpolated from observed gravity values.
 SD0305
 SD0305;                    North         East    Units  Estimated Accuracy
 SD0305;SPC WA S     -   119,040.      226,510.      MT  (+/- 180 meters Scaled)
 SD0305
 SD0305                          SUPERSEDED SURVEY CONTROL
 SD0305
 SD0305.No superseded survey control is available for this station.
 SD0305
 SD0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS188333(NAD 83)
 SD0305_MARKER: I = METAL ROD
 SD0305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0305_SP_SET: STAINLESS STEEL ROD
 SD0305_STAMPING: D 537 1987
 SD0305_MARK LOGO: WA-049
 SD0305_PROJECTION: FLUSH
 SD0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0305+STABILITY: POSITION/ELEVATION WELL
 SD0305_ROD/PIPE-DEPTH: 17.7 meters
 SD0305
 SD0305  HISTORY     - Date     Condition        Report By
 SD0305  HISTORY     - 1987     MONUMENTED       WA-049
 SD0305  HISTORY     - 1987     GOOD             NGS
 SD0305  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 SD0305  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 SD0305
 SD0305                          STATION DESCRIPTION
 SD0305
 SD0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0305'2.0 KM (1.25 MI) NORTH FROM SEAVIEW.
 SD0305'2.0 KM (1.25 MI) NORTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0305'IN SEAVIEW, 1.89 M (6.2 FT) NORTH OF THE CENTERLINE OF 4TH STREET,
 SD0305'8.32 M (27.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 7.86 M (25.8
 SD0305'FT) NORTHEAST OF A FIRE HYDRANT.  NOTE--ACCESS TO DATUM POINT IS HAD
 SD0305'THROUGH AN 8-INCH IRON LOGO CAP.
 SD0305'THE MARK IS ABOVE LEVEL WITH THE STREET.
 SD0305
 SD0305                          STATION RECOVERY (2001)
 SD0305
 SD0305'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMJ)
 SD0305'RECENT NEW BRICK WORK DONE IN AREA.  PROBABLY COVERED BY BRICK AT THE
 SD0305' 
 SD0305'VISITOR INFORMATION CENTER NOW LOCATED HERE.
 SD0305
 SD0305                          STATION RECOVERY (2005)
 SD0305
 SD0305'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SD0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0354 ***********************************************************************
 SD0354  DESIGNATION -  D 538
 SD0354  PID         -  SD0354
 SD0354  STATE/COUNTY-  WA/PACIFIC
 SD0354  USGS QUAD   -  OYSTERVILLE (1994)
 SD0354
 SD0354                         *CURRENT SURVEY CONTROL
 SD0354  ___________________________________________________________________
 SD0354* NAD 83(1986)-  46 33 26.     (N)    124 02 16.     (W)     SCALED    
 SD0354* NAVD 88     -         5.901  (meters)      19.36   (feet)  ADJUSTED  
 SD0354  ___________________________________________________________________
 SD0354  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 SD0354  DYNAMIC HT  -           5.901 (meters)      19.36  (feet)  COMP
 SD0354  MODELED GRAV-     980,730.5   (mgal)                       NAVD 88
 SD0354
 SD0354  VERT ORDER  -  FIRST     CLASS II
 SD0354
 SD0354.The horizontal coordinates were scaled from a topographic map and have
 SD0354.an estimated accuracy of +/- 6 seconds.
 SD0354
 SD0354.The orthometric height was determined by differential leveling
 SD0354.and adjusted by the National Geodetic Survey in June 1991..
 SD0354
 SD0354.The geoid height was determined by GEOID03.
 SD0354
 SD0354.The dynamic height is computed by dividing the NAVD 88
 SD0354.geopotential number by the normal gravity value computed on the
 SD0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0354.degrees latitude (g = 980.6199 gals.).
 SD0354
 SD0354.The modeled gravity was interpolated from observed gravity values.
 SD0354
 SD0354;                    North         East    Units  Estimated Accuracy
 SD0354;SPC WA S     -   142,120.      228,830.      MT  (+/- 180 meters Scaled)
 SD0354
 SD0354                          SUPERSEDED SURVEY CONTROL
 SD0354
 SD0354.No superseded survey control is available for this station.
 SD0354
 SD0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS204564(NAD 83)
 SD0354_MARKER: I = METAL ROD
 SD0354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0354_SP_SET: STAINLESS STEEL ROD
 SD0354_STAMPING: D 538 1987
 SD0354_MARK LOGO: WA-049
 SD0354_PROJECTION: FLUSH
 SD0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0354+STABILITY: POSITION/ELEVATION WELL
 SD0354_ROD/PIPE-DEPTH: 19.4 meters
 SD0354
 SD0354  HISTORY     - Date     Condition        Report By
 SD0354  HISTORY     - 1987     MONUMENTED       WA-049
 SD0354  HISTORY     - 1987     GOOD             NGS
 SD0354  HISTORY     - 20060330 MARK NOT FOUND   USPSQD
 SD0354
 SD0354                          STATION DESCRIPTION
 SD0354
 SD0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0354'27.7 KM (17.20 MI) NORTH FROM SEAVIEW.
 SD0354'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0354'IN SEAVIEW, THENCE 0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101,
 SD0354'THENCE 25.3 KM (15.70 MI) NORTH ALONG SANDRIDGE ROAD, THENCE 0.48 KM
 SD0354'(0.30 MI) WEST ALONG OYSTERVILLE ROAD, THENCE 1.04 KM (0.65 MI) NORTH
 SD0354'ALONG STACKPOLE ROAD, 1.73 M (5.7 FT) EAST OF THE ROAD CENTERLINE,
 SD0354'10.6 M (34.8 FT) SOUTH OF THE EXTENDED CENTER OF A PRIVATE ROAD EAST,
 SD0354'10.36 M (34.0 FT) NORTH OF A POWER POLE WITH A TRANSFORMER.
 SD0354'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH AN 8-INCH IRON LOGO CAP
 SD0354'SET IN THE ASPHALT.
 SD0354'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SD0354
 SD0354                          STATION RECOVERY (2006)
 SD0354
 SD0354'RECOVERY NOTE BY US POWER SQUADRON 2006 (JWM)
 SD0354'MARK HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0352 ***********************************************************************
 SD0352  DESIGNATION -  D 539
 SD0352  PID         -  SD0352
 SD0352  STATE/COUNTY-  WA/PACIFIC
 SD0352  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0352
 SD0352                         *CURRENT SURVEY CONTROL
 SD0352  ___________________________________________________________________
 SD0352* NAD 83(1986)-  46 20 44.     (N)    124 02 29.     (W)     SCALED    
 SD0352* NAVD 88     -         7.582  (meters)      24.88   (feet)  ADJUSTED  
 SD0352  ___________________________________________________________________
 SD0352  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 SD0352  DYNAMIC HT  -           7.583 (meters)      24.88  (feet)  COMP
 SD0352  MODELED GRAV-     980,710.6   (mgal)                       NAVD 88
 SD0352
 SD0352  VERT ORDER  -  FIRST     CLASS II
 SD0352
 SD0352.The horizontal coordinates were scaled from a topographic map and have
 SD0352.an estimated accuracy of +/- 6 seconds.
 SD0352
 SD0352.The orthometric height was determined by differential leveling
 SD0352.and adjusted by the National Geodetic Survey in June 1991..
 SD0352
 SD0352.The geoid height was determined by GEOID03.
 SD0352
 SD0352.The dynamic height is computed by dividing the NAVD 88
 SD0352.geopotential number by the normal gravity value computed on the
 SD0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0352.degrees latitude (g = 980.6199 gals.).
 SD0352
 SD0352.The modeled gravity was interpolated from observed gravity values.
 SD0352
 SD0352;                    North         East    Units  Estimated Accuracy
 SD0352;SPC WA S     -   118,630.      227,500.      MT  (+/- 180 meters Scaled)
 SD0352
 SD0352                          SUPERSEDED SURVEY CONTROL
 SD0352
 SD0352.No superseded survey control is available for this station.
 SD0352
 SD0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS198329(NAD 83)
 SD0352_MARKER: I = METAL ROD
 SD0352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0352_SP_SET: STAINLESS STEEL ROD
 SD0352_STAMPING: D 539 1987
 SD0352_MARK LOGO: WA-049
 SD0352_PROJECTION: FLUSH
 SD0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0352+STABILITY: POSITION/ELEVATION WELL
 SD0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0352+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 SD0352_ROD/PIPE-DEPTH: 17.3 meters
 SD0352
 SD0352  HISTORY     - Date     Condition        Report By
 SD0352  HISTORY     - 1987     MONUMENTED       WA-049
 SD0352  HISTORY     - 1987     GOOD             NGS
 SD0352  HISTORY     - 1988     GOOD             USPSQD
 SD0352  HISTORY     - 20050205 GOOD             USPSQD
 SD0352  HISTORY     - 20060318 GOOD             USPSQD
 SD0352
 SD0352                          STATION DESCRIPTION
 SD0352
 SD0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0352'2.6 KM (1.60 MI) NE FROM SEAVIEW.
 SD0352'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0352'IN SEAVIEW, THENCE 0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101,
 SD0352'THENCE 1.76 KM (1.10 MI) NORTH ALONG SANDRIDGE ROAD, AT THE
 SD0352'T-JUNCTION OF 60TH STREET WEST, 3.17 M (10.4 FT) WEST OF THE
 SD0352'CENTERLINE OF SANDRIDGE ROAD, 1.6 M (5.2 FT) NORTH OF THE EXTENDED
 SD0352'CENTERLINE OF 60TH STREET.  NOTE--ACCESS TO DATUM POINT IS HAD
 SD0352'THROUGH AN 8-INCH IRON LOGO CAP SET IN THE ASPHALT OF THE SOUTHBOUND
 SD0352'LANE OF SANDRIDGE ROAD.
 SD0352'THE MARK IS 8.5 METERS  W FROM  A WITNESS POST
 SD0352'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SD0352
 SD0352                          STATION RECOVERY (1988)
 SD0352
 SD0352'RECOVERY NOTE BY US POWER SQUADRON 1988 (KRN)
 SD0352'RECOVERED IN GOOD CONDITION.
 SD0352
 SD0352                          STATION RECOVERY (2005)
 SD0352
 SD0352'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SD0352'RECOVERED IN GOOD CONDITION.
 SD0352
 SD0352                          STATION RECOVERY (2006)
 SD0352
 SD0352'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCT)
 SD0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1318 ***********************************************************************
 RZ1318  DESIGNATION -  D 54
 RZ1318  PID         -  RZ1318
 RZ1318  STATE/COUNTY-  WA/WHITMAN
 RZ1318  USGS QUAD   -  WINONA (1981)
 RZ1318
 RZ1318                         *CURRENT SURVEY CONTROL
 RZ1318  ___________________________________________________________________
 RZ1318* NAD 83(1986)-  46 56 38.     (N)    117 47 52.     (W)     SCALED    
 RZ1318* NAVD 88     -       454.194  (meters)    1490.13   (feet)  ADJUSTED  
 RZ1318  ___________________________________________________________________
 RZ1318  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 RZ1318  DYNAMIC HT  -         454.203 (meters)    1490.16  (feet)  COMP
 RZ1318  MODELED GRAV-     980,620.9   (mgal)                       NAVD 88
 RZ1318
 RZ1318  VERT ORDER  -  SECOND    CLASS 0
 RZ1318
 RZ1318.The horizontal coordinates were scaled from a topographic map and have
 RZ1318.an estimated accuracy of +/- 6 seconds.
 RZ1318
 RZ1318.The orthometric height was determined by differential leveling
 RZ1318.and adjusted by the National Geodetic Survey in June 1991..
 RZ1318
 RZ1318.The geoid height was determined by GEOID03.
 RZ1318
 RZ1318.The dynamic height is computed by dividing the NAVD 88
 RZ1318.geopotential number by the normal gravity value computed on the
 RZ1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1318.degrees latitude (g = 980.6199 gals.).
 RZ1318
 RZ1318.The modeled gravity was interpolated from observed gravity values.
 RZ1318
 RZ1318;                    North         East    Units  Estimated Accuracy
 RZ1318;SPC WA S     -   182,540.      705,680.      MT  (+/- 180 meters Scaled)
 RZ1318
 RZ1318                          SUPERSEDED SURVEY CONTROL
 RZ1318
 RZ1318  NGVD 29 (??/??/92)  453.152  (m)         1486.72   (f) ADJ UNCH    2 0
 RZ1318
 RZ1318.Superseded values are not recommended for survey control.
 RZ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1318.See file dsdata.txt to determine how the superseded data were derived.
 RZ1318
 RZ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM392992(NAD 83)
 RZ1318_MARKER: DB = BENCH MARK DISK
 RZ1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1318_STAMPING: D 54 1934
 RZ1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1318+STABILITY: SURFACE MOTION
 RZ1318
 RZ1318  HISTORY     - Date     Condition        Report By
 RZ1318  HISTORY     - 1934     MONUMENTED       CGS
 RZ1318  HISTORY     - 1975     MARK NOT FOUND   USGS
 RZ1318
 RZ1318                          STATION DESCRIPTION
 RZ1318
 RZ1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RZ1318'IN WINONA.
 RZ1318'AT WINONA, 73 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 RZ1318'UNION PACIFIC RAILROAD STATION, 150 YARDS SOUTHEAST OF THE EAST
 RZ1318'APPROACH TO WOODEN TRESTLE 52.00, 49 FEET SOUTH OF THE CENTER LINE OF
 RZ1318'THE TRACKS, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  SET IN THE
 RZ1318'TOP OF A CONCRETE POST.
 RZ1318
 RZ1318                          STATION RECOVERY (1975)
 RZ1318
 RZ1318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RZ1318'BULLDOZER WORK IN THE AREA PROBABLY DESTROYED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1674 ***********************************************************************
 SV1674  DESIGNATION -  D 540
 SV1674  PID         -  SV1674
 SV1674  STATE/COUNTY-  WA/SPOKANE
 SV1674  USGS QUAD   -  SETTERS (1980)
 SV1674
 SV1674                         *CURRENT SURVEY CONTROL
 SV1674  ___________________________________________________________________
 SV1674* NAD 83(1986)-  47 26 32.     (N)    117 04 06.     (W)     SCALED    
 SV1674* NAVD 88     -       751.376  (meters)    2465.14   (feet)  ADJUSTED  
 SV1674  ___________________________________________________________________
 SV1674  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 SV1674  DYNAMIC HT  -         751.385 (meters)    2465.17  (feet)  COMP
 SV1674  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 SV1674
 SV1674  VERT ORDER  -  FIRST     CLASS II
 SV1674
 SV1674.The horizontal coordinates were scaled from a topographic map and have
 SV1674.an estimated accuracy of +/- 6 seconds.
 SV1674
 SV1674.The orthometric height was determined by differential leveling
 SV1674.and adjusted by the National Geodetic Survey in June 1991..
 SV1674
 SV1674.The geoid height was determined by GEOID03.
 SV1674
 SV1674.The dynamic height is computed by dividing the NAVD 88
 SV1674.geopotential number by the normal gravity value computed on the
 SV1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1674.degrees latitude (g = 980.6199 gals.).
 SV1674
 SV1674.The modeled gravity was interpolated from observed gravity values.
 SV1674
 SV1674;                    North         East    Units  Estimated Accuracy
 SV1674;SPC WA N     -    56,110.      783,870.      MT  (+/- 180 meters Scaled)
 SV1674
 SV1674                          SUPERSEDED SURVEY CONTROL
 SV1674
 SV1674.No superseded survey control is available for this station.
 SV1674
 SV1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN948543(NAD 83)
 SV1674_MARKER: I = METAL ROD
 SV1674_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1674_SP_SET: STAINLESS STEEL ROD
 SV1674_STAMPING: D 540 1989
 SV1674_MARK LOGO: NGS   
 SV1674_PROJECTION: FLUSH
 SV1674_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1674+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1674_ROD/PIPE-DEPTH: 6.1  meters
 SV1674
 SV1674  HISTORY     - Date     Condition        Report By
 SV1674  HISTORY     - 1989     MONUMENTED       NGS
 SV1674
 SV1674                          STATION DESCRIPTION
 SV1674
 SV1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1674'MARK IS LOCATED ALONG HOXIE ROAD, ABOUT 2.0 KM (1.25 MI) WEST OF THE
 SV1674'JUNCTION OF IDAHO STATE HIGHWAY 58 AND THE WASHINGTON-IDAHO STATE
 SV1674'LINE AND AT A SECTION LINE T JUNCTION IN A FENCE.  REACHED FROM THE
 SV1674'JUNCTION OF HOXIE ROAD, EMMA STREET AND TOLL ROAD IN THE TOWN OF
 SV1674'ROCKFORD, WASHINGTON, GO SOUTHEAST ON HOXIE ROAD FOR 5.79 KM (3.60
 SV1674'MI) TO THE MARK ON THE RIGHT.  IT IS 8.8 M (28.9 FT) SOUTHWEST FROM
 SV1674'THE CENTERLINE OF THE ROAD, 18.9 M (62.0 FT) SOUTH ACROSS THE ROAD
 SV1674'FROM A FENCE CORNER, 28.2 M (92.5 FT) WEST ACROSS THE ROAD FROM A
 SV1674'BURIED CABLE SIGN, 0.3 M (1.0 FT) NORTHEAST FROM THE SECTION LINE
 SV1674'FENCE CORNER, 27.5 M (90.2 FT) SOUTHEAST FROM A 18-INCH METAL PIPE
 SV1674'CULVERT AND 0.7 M (2.3 FT) NORTHWEST FROM A WITNESS POST.  MARK IS
 SV1674'LEVEL WITH THE ROAD.  MARK IS A STAINLESS STEEL ROD WITH A CENTER
 SV1674'PUNCH HOLE IN THE TOP.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 SV1674'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1554 ***********************************************************************
 SA1554  DESIGNATION -  D 55
 SA1554  PID         -  SA1554
 SA1554  STATE/COUNTY-  WA/GRANT
 SA1554  USGS QUAD   -  FRENCHMAN HILLS LAKE (1986)
 SA1554
 SA1554                         *CURRENT SURVEY CONTROL
 SA1554  ___________________________________________________________________
 SA1554* NAD 83(1986)-  46 55 42.     (N)    119 33 57.     (W)     SCALED    
 SA1554* NAVD 88     -       342.848  (meters)    1124.83   (feet)  ADJUSTED  
 SA1554  ___________________________________________________________________
 SA1554  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SA1554  DYNAMIC HT  -         342.871 (meters)    1124.90  (feet)  COMP
 SA1554  MODELED GRAV-     980,671.8   (mgal)                       NAVD 88
 SA1554
 SA1554  VERT ORDER  -  SECOND    CLASS 0
 SA1554
 SA1554.The horizontal coordinates were scaled from a topographic map and have
 SA1554.an estimated accuracy of +/- 6 seconds.
 SA1554
 SA1554.The orthometric height was determined by differential leveling
 SA1554.and adjusted by the National Geodetic Survey in June 1991..
 SA1554
 SA1554.The geoid height was determined by GEOID03.
 SA1554
 SA1554.The dynamic height is computed by dividing the NAVD 88
 SA1554.geopotential number by the normal gravity value computed on the
 SA1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1554.degrees latitude (g = 980.6199 gals.).
 SA1554
 SA1554.The modeled gravity was interpolated from observed gravity values.
 SA1554
 SA1554;                    North         East    Units  Estimated Accuracy
 SA1554;SPC WA S     -   177,710.      571,140.      MT  (+/- 180 meters Scaled)
 SA1554
 SA1554                          SUPERSEDED SURVEY CONTROL
 SA1554
 SA1554  NGVD 29 (??/??/92)  341.760  (m)         1121.26   (f) ADJ UNCH    2 0
 SA1554
 SA1554.Superseded values are not recommended for survey control.
 SA1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1554.See file dsdata.txt to determine how the superseded data were derived.
 SA1554
 SA1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN046003(NAD 83)
 SA1554_MARKER: DB = BENCH MARK DISK
 SA1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1554_STAMPING: D 55 1934
 SA1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1554+STABILITY: SURFACE MOTION
 SA1554
 SA1554  HISTORY     - Date     Condition        Report By
 SA1554  HISTORY     - 1934     MONUMENTED       CGS
 SA1554  HISTORY     - 1959     GOOD             NGS
 SA1554  HISTORY     - 1967     GOOD             NGS
 SA1554
 SA1554                          STATION DESCRIPTION
 SA1554
 SA1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SA1554'5.55 MI W FROM ROYAL CAMP.
 SA1554'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE U. S. BUREAU OF
 SA1554'RECLAMATION OFFICE AT ROYAL CAMP, THENCE 3.6 MILES WEST ALONG 12 ROAD
 SA1554'SW, THENCE 1.0 MILE NORTH ALONG C ROAD SW, THENCE 0.45 MILE WEST ALONG
 SA1554'11 ROAD SW, 48 FEET NORTHEAST OF THE CENTER OF THE T JUNCTION OF A
 SA1554'DRIVEWAY LEADING NORTH TO THE JAMES HARRIS RANCH, 30 1/2 FEET CORNER
 SA1554'OF THE RANCH HOUSE, 40 1/2 FEET EAST OF THE CENTER LINE OF THE
 SA1554'DRIVEWAY, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SA1554'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SA1554
 SA1554                          STATION RECOVERY (1967)
 SA1554
 SA1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI3166 ***********************************************************************
 AI3166  DESIGNATION -  D 551
 AI3166  PID         -  AI3166
 AI3166  STATE/COUNTY-  WA/KING
 AI3166  USGS QUAD   -  VASHON (1994)
 AI3166
 AI3166                         *CURRENT SURVEY CONTROL
 AI3166  ___________________________________________________________________
 AI3166* NAD 83(1986)-  47 24 07.     (N)    122 26 08.     (W)     SCALED    
 AI3166* NAVD 88     -        24.142  (meters)      79.21   (feet)  POSTED    
 AI3166  ___________________________________________________________________
 AI3166  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AI3166  DYNAMIC HT  -          24.150 (meters)      79.23  (feet)  COMP
 AI3166  MODELED GRAV-     980,807.6   (mgal)                       NAVD 88
 AI3166
 AI3166  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AI3166
 AI3166.The horizontal coordinates were scaled from a topographic map and have
 AI3166.an estimated accuracy of +/- 6 seconds.
 AI3166
 AI3166.The orthometric height was determined by differential leveling
 AI3166.and adjusted by the National Geodetic Survey in July 2002..
 AI3166.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AI3166.rate of 0.0 thru 1.0 mm/km.
 AI3166
 AI3166.The geoid height was determined by GEOID03.
 AI3166
 AI3166.The dynamic height is computed by dividing the NAVD 88
 AI3166.geopotential number by the normal gravity value computed on the
 AI3166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3166.degrees latitude (g = 980.6199 gals.).
 AI3166
 AI3166.The modeled gravity was interpolated from observed gravity values.
 AI3166
 AI3166;                    North         East    Units  Estimated Accuracy
 AI3166;SPC WA N     -    45,950.      379,070.      MT  (+/- 180 meters Scaled)
 AI3166
 AI3166                          SUPERSEDED SURVEY CONTROL
 AI3166
 AI3166.No superseded survey control is available for this station.
 AI3166
 AI3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET425499(NAD 83)
 AI3166_MARKER: I = METAL ROD
 AI3166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI3166_STAMPING: D 551 1996
 AI3166_MARK LOGO: NGS   
 AI3166_PROJECTION: FLUSH
 AI3166_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3166_ROD/PIPE-DEPTH: 4.0  meters
 AI3166
 AI3166  HISTORY     - Date     Condition        Report By
 AI3166  HISTORY     - 1996     MONUMENTED       NGS
 AI3166
 AI3166                          STATION DESCRIPTION
 AI3166
 AI3166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 AI3166'TO REACH FROM THE JUNCTION OF 116TH ST AND VASHON HIGHWAY IN VASHON GO
 AI3166'SOUTH ON VASHON HIGHWAY 1 MILE (1.6 KM) TO A CROSSROAD AND STATION H
 AI3166'352 AT THE K2 FACTORY, CONTINUE SOUTH FOR 1 MILE (1.6 KM) TO 210TH
 AI3166'STREET AND STATION J 352 RESET ON THE RIGHT, CONTINUE SOUTH FOR 1 MILE
 AI3166'(1.6 KM) TO A REVERSE FORK AND STATION FL 13 ON THE RIGHT, CONTINUE
 AI3166'SOUTH FOR 0.05 MILE (0.08 KM) TO A SIDE ROAD LEFT, QUARTERMASTER DR,
 AI3166'TURN LEFT AND GO EAST FOR 1 MILE (1.6 KM) TO STATION E 551 ON THE
 AI3166'LEFT, CONTINUE EAST FOR 0.2 MILE (0.3 KM) TO STATION 5340 KCO ON THE
 AI3166'RIGHT, CONTINUE EASTERLY FOR 0.3 MILE (0.5 KM) TO DOCKTON ROAD.  TURN
 AI3166'RIGHT AND GO SOUTHEASTERLY FOR 0.3 MILE (0.5 KM) TO A SIDE ROAD RIGHT,
 AI3166'KINGSBURY ROAD AND STATION D 551 ON THE RIGHT, 130 FEET (39.6 M) SOUTH
 AI3166'OF THIS JUNCTION.  THE STATION IS LOCATED IN THE SOUTH EDGE OF A
 AI3166'THICKET AND AT THE NORTH EDGE OF A MOWED AREA.  IT IS 48 FEET (14.6 M)
 AI3166'WEST OF THE CENTERLINE OF DOCTON ROAD 31 FEET (9.4 M) WEST OF A SIGN,
 AI3166'20 MPH WITH HARD LEFT ARROW AND 3 FEET (0.9 M) SOUTHEAST OF A WITNESS
 AI3166'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AG9931 ***********************************************************************
 AG9931  DESIGNATION -  D 552
 AG9931  PID         -  AG9931
 AG9931  STATE/COUNTY-  WA/KLICKITAT
 AG9931  USGS QUAD   -  THE DALLES NORTH (1994)
 AG9931
 AG9931                         *CURRENT SURVEY CONTROL
 AG9931  ___________________________________________________________________
 AG9931* NAD 83(1986)-  45 40 17.     (N)    121 12 32.     (W)     SCALED    
 AG9931* NAVD 88     -        35.139  (meters)     115.29   (feet)  ADJUSTED  
 AG9931  ___________________________________________________________________
 AG9931  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AG9931  DYNAMIC HT  -          35.138 (meters)     115.28  (feet)  COMP
 AG9931  MODELED GRAV-     980,596.5   (mgal)                       NAVD 88
 AG9931
 AG9931  VERT ORDER  -  FIRST     CLASS II
 AG9931
 AG9931.The horizontal coordinates were scaled from a topographic map and have
 AG9931.an estimated accuracy of +/- 6 seconds.
 AG9931
 AG9931.The orthometric height was determined by differential leveling
 AG9931.and adjusted by the National Geodetic Survey in July 2002..
 AG9931
 AG9931.The geoid height was determined by GEOID03.
 AG9931
 AG9931.The dynamic height is computed by dividing the NAVD 88
 AG9931.geopotential number by the normal gravity value computed on the
 AG9931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9931.degrees latitude (g = 980.6199 gals.).
 AG9931
 AG9931.The modeled gravity was interpolated from observed gravity values.
 AG9931
 AG9931;                    North         East    Units  Estimated Accuracy
 AG9931;SPC WA S     -    37,820.      444,760.      MT  (+/- 180 meters Scaled)
 AG9931
 AG9931                          SUPERSEDED SURVEY CONTROL
 AG9931
 AG9931.No superseded survey control is available for this station.
 AG9931
 AG9931_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR395590(NAD 83)
 AG9931_MARKER: DV = VERTICAL CONTROL DISK
 AG9931_SETTING: 66 = SET IN ROCK OUTCROP
 AG9931_STAMPING: D 552 1998
 AG9931_MARK LOGO: NGS   
 AG9931_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG9931+STABILITY: POSITION/ELEVATION WELL
 AG9931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9931+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 AG9931
 AG9931  HISTORY     - Date     Condition        Report By
 AG9931  HISTORY     - 1998     MONUMENTED       NGS
 AG9931  HISTORY     - 20060605 GOOD             USPSQD
 AG9931
 AG9931                          STATION DESCRIPTION
 AG9931
 AG9931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9931'6.9 KM (4.30 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 AG9931'STATE HIGHWAY 142 IN LYLE, NEAR THE NORTHWEST END OF A 1 BY 3-FT LEDGE
 AG9931'NEAR THE NORTHWEST END OF A HIGHWAY CUT, 59.5 M (195.2 FT) SOUTHEAST
 AG9931'OF A BOX CULVERT UNDER THE HIGHWAY, 8.8 M (28.9 FT) NORTHEAST OF THE
 AG9931'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 AG9931'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.
 AG9931
 AG9931                          STATION RECOVERY (2006)
 AG9931
 AG9931'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 AG9931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE6304 ***********************************************************************
 DE6304  DESIGNATION -  D 553
 DE6304  PID         -  DE6304
 DE6304  STATE/COUNTY-  WA/SPOKANE
 DE6304  USGS QUAD   -  SPOKANE SW (1986)
 DE6304
 DE6304                         *CURRENT SURVEY CONTROL
 DE6304  ___________________________________________________________________
 DE6304* NAD 83(1986)-  47 34 05.     (N)    117 29 25.     (W)     SCALED    
 DE6304* NAVD 88     -       663.397  (meters)    2176.49   (feet)  ADJUSTED  
 DE6304  ___________________________________________________________________
 DE6304  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 DE6304  DYNAMIC HT  -         663.427 (meters)    2176.59  (feet)  COMP
 DE6304  MODELED GRAV-     980,634.9   (mgal)                       NAVD 88
 DE6304
 DE6304  VERT ORDER  -  FIRST     CLASS II
 DE6304
 DE6304.The horizontal coordinates were scaled from a topographic map and have
 DE6304.an estimated accuracy of +/- 6 seconds.
 DE6304
 DE6304.The orthometric height was determined by differential leveling
 DE6304.and adjusted by the National Geodetic Survey in September 2002..
 DE6304.No vertical observational check was made to the station.
 DE6304
 DE6304.The geoid height was determined by GEOID03.
 DE6304
 DE6304.The dynamic height is computed by dividing the NAVD 88
 DE6304.geopotential number by the normal gravity value computed on the
 DE6304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6304.degrees latitude (g = 980.6199 gals.).
 DE6304
 DE6304.The modeled gravity was interpolated from observed gravity values.
 DE6304
 DE6304;                    North         East    Units  Estimated Accuracy
 DE6304;SPC WA N     -    68,620.      751,470.      MT  (+/- 180 meters Scaled)
 DE6304
 DE6304                          SUPERSEDED SURVEY CONTROL
 DE6304
 DE6304.No superseded survey control is available for this station.
 DE6304
 DE6304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN631684(NAD 83)
 DE6304_MARKER: DV = VERTICAL CONTROL DISK
 DE6304_SETTING: 66 = SET IN ROCK OUTCROP
 DE6304_STAMPING: D 553 2002
 DE6304_MARK LOGO: NGS   
 DE6304_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE6304+STABILITY: POSITION/ELEVATION WELL
 DE6304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6304+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DE6304
 DE6304  HISTORY     - Date     Condition        Report By
 DE6304  HISTORY     - 2002     MONUMENTED       NGS
 DE6304
 DE6304                          STATION DESCRIPTION
 DE6304
 DE6304'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 DE6304'3.5 KM SOUTHERLY ALONG U.S. HIGHWAY 195 FROM THE JUNCTION OF
 DE6304'INTERSTATE HIGHWAY 90 IN
 DE6304'SPOKANE, THENCE 8.0 KM SOUTHWESTERLY ALONG CHENEY-SPOKANE ROAD, THENCE
 DE6304'0.1 KM
 DE6304'SOUTHERLY ALONG GARDNER ROAD,  NEAR THE CENTER OF A 3 BY 4-FOOT AREA
 DE6304'OF EXPOSED
 DE6304'BEDROCK, 29.7 M NORTH OF THE SOUTH END OF A HIGHWAY CUT, 5.1 M WEST OF
 DE6304'THE CENTERLINE OF
 DE6304'THE ROAD, 1.0 M ABOVE THE LEVEL OF THE ROAD, AND 0.9 M EAST OF A
 DE6304'WITNESS POST.  NOTE--THE
 DE6304'MARK IS ON THE ROAD RIGHT OF WAY.
 DE6304' 
 DE6304' 
 DE6304' 
 DE6304' 
 DE6304'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0885 ***********************************************************************
 SW0885  DESIGNATION -  D 56
 SW0885  PID         -  SW0885
 SW0885  STATE/COUNTY-  WA/DOUGLAS
 SW0885  USGS QUAD   -  MANSFIELD (1978)
 SW0885
 SW0885                         *CURRENT SURVEY CONTROL
 SW0885  ___________________________________________________________________
 SW0885* NAD 83(1986)-  47 48 43.     (N)    119 38 15.     (W)     SCALED    
 SW0885* NAVD 88     -       690.765  (meters)    2266.28   (feet)  ADJUSTED  
 SW0885  ___________________________________________________________________
 SW0885  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 SW0885  DYNAMIC HT  -         690.810 (meters)    2266.43  (feet)  COMP
 SW0885  MODELED GRAV-     980,653.7   (mgal)                       NAVD 88
 SW0885
 SW0885  VERT ORDER  -  SECOND    CLASS 0
 SW0885
 SW0885.The horizontal coordinates were scaled from a topographic map and have
 SW0885.an estimated accuracy of +/- 6 seconds.
 SW0885
 SW0885.The orthometric height was determined by differential leveling
 SW0885.and adjusted by the National Geodetic Survey in June 1991..
 SW0885
 SW0885.The geoid height was determined by GEOID03.
 SW0885
 SW0885.The dynamic height is computed by dividing the NAVD 88
 SW0885.geopotential number by the normal gravity value computed on the
 SW0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0885.degrees latitude (g = 980.6199 gals.).
 SW0885
 SW0885.The modeled gravity was interpolated from observed gravity values.
 SW0885
 SW0885;                    North         East    Units  Estimated Accuracy
 SW0885;SPC WA N     -    90,970.      589,560.      MT  (+/- 180 meters Scaled)
 SW0885
 SW0885                          SUPERSEDED SURVEY CONTROL
 SW0885
 SW0885  NGVD 29 (??/??/92)  689.537  (m)         2262.26   (f) ADJ UNCH    2 0
 SW0885
 SW0885.Superseded values are not recommended for survey control.
 SW0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0885.See file dsdata.txt to determine how the superseded data were derived.
 SW0885
 SW0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN025987(NAD 83)
 SW0885_MARKER: DB = BENCH MARK DISK
 SW0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SW0885_SP_SET: DRILL HOLE IN BRICK WALL
 SW0885_STAMPING: D 56 1934
 SW0885_MARK LOGO: CGS   
 SW0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SW0885+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1989
 SW0885
 SW0885  HISTORY     - Date     Condition        Report By
 SW0885  HISTORY     - 1934     MONUMENTED       CGS
 SW0885  HISTORY     - 19890510 GOOD             NGS
 SW0885
 SW0885                          STATION DESCRIPTION
 SW0885
 SW0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SW0885'IN MANSFIELD.
 SW0885'SET VERTICALLY IN THE FACE OF THE NORTH WALL OF THE BANK BUILDING, 1
 SW0885'FOOT EAST OF THE NORTH WEST CORNER, AND 3 FEET 4 INCHES ABOVE CONCRETE
 SW0885'SIDE WALK.
 SW0885
 SW0885                          STATION RECOVERY (1989)
 SW0885
 SW0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SW0885'THE STATION IS LOCATED IN THE CITY OF MANSFIELD.
 SW0885'TO REACH FROM THE POST OFFICE IN MANSFIELD, GO WEST ACROSS THE STREET
 SW0885'TO THE OLD BANK BUILDING NOW A GROCERY STORE AND THE STATION.
 SW0885'THE MARK IS SET IN A DRILL HOLE IN THE EAST FACE OF THE BRICK WALL.
 SW0885'IT IS ABOUT 1.1 M (3.6 FT) ABOVE THE SIDEQWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0382 ***********************************************************************
 SW0382  DESIGNATION -  D 57
 SW0382  PID         -  SW0382
 SW0382  STATE/COUNTY-  WA/LINCOLN
 SW0382  USGS QUAD   -  GOVAN (1969)
 SW0382
 SW0382                         *CURRENT SURVEY CONTROL
 SW0382  ___________________________________________________________________
 SW0382* NAD 83(1986)-  47 43 50.     (N)    118 46 24.     (W)     SCALED    
 SW0382* NAVD 88     -       645.770  (meters)    2118.66   (feet)  ADJUSTED  
 SW0382  ___________________________________________________________________
 SW0382  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 SW0382  DYNAMIC HT  -         645.804 (meters)    2118.78  (feet)  COMP
 SW0382  MODELED GRAV-     980,644.1   (mgal)                       NAVD 88
 SW0382
 SW0382  VERT ORDER  -  SECOND    CLASS 0
 SW0382
 SW0382.The horizontal coordinates were scaled from a topographic map and have
 SW0382.an estimated accuracy of +/- 6 seconds.
 SW0382
 SW0382.The orthometric height was determined by differential leveling
 SW0382.and adjusted by the National Geodetic Survey in June 1991..
 SW0382
 SW0382.The geoid height was determined by GEOID03.
 SW0382
 SW0382.The dynamic height is computed by dividing the NAVD 88
 SW0382.geopotential number by the normal gravity value computed on the
 SW0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0382.degrees latitude (g = 980.6199 gals.).
 SW0382
 SW0382.The modeled gravity was interpolated from observed gravity values.
 SW0382
 SW0382;                    North         East    Units  Estimated Accuracy
 SW0382;SPC WA N     -    83,290.      654,500.      MT  (+/- 180 meters Scaled)
 SW0382
 SW0382                          SUPERSEDED SURVEY CONTROL
 SW0382
 SW0382  NGVD 29 (??/??/92)  644.556  (m)         2114.68   (f) ADJ UNCH    2 0
 SW0382
 SW0382.Superseded values are not recommended for survey control.
 SW0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0382.See file dsdata.txt to determine how the superseded data were derived.
 SW0382
 SW0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN670878(NAD 83)
 SW0382_MARKER: DB = BENCH MARK DISK
 SW0382_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0382_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0382_STAMPING: D 57 1934
 SW0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0382
 SW0382  HISTORY     - Date     Condition        Report By
 SW0382  HISTORY     - 1934     MONUMENTED       CGS
 SW0382  HISTORY     - 1966     GOOD             NGS
 SW0382
 SW0382                          STATION DESCRIPTION
 SW0382
 SW0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0382'2.3 MI E FROM GOVAN.
 SW0382'IT IS A STANDARD DISK IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 SW0382'INCHES.  MARK IS 27 RAILS EAST OF A 2-FOOT CONCRETE PIPE UNDER THE
 SW0382'RAILROAD, AT THE WEST END OF A LONG STRAIGHT SECTION OF TRACK.  PIPE
 SW0382'IS MARKED WITH A SIGN 78 + 4480 34 X 24 RCP.  NINE RAILS EAST OF TWO
 SW0382'3-FOOT PIPES WITH SIGN 78 + 4866 36X48 RCP.  IT IS 76 FEET NORTHWEST
 SW0382'OF THE 2ND TELEGRAPH POLE EAST OF A SHALLOW RAVINE, AND 86 FEET NORTH
 SW0382'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0603 ***********************************************************************
 SX0603  DESIGNATION -  D 58
 SX0603  PID         -  SX0603
 SX0603  STATE/COUNTY-  WA/CHELAN
 SX0603  USGS QUAD   -  WINTON (1989)
 SX0603
 SX0603                         *CURRENT SURVEY CONTROL
 SX0603  ___________________________________________________________________
 SX0603* NAD 83(1986)-  47 43 28.     (N)    120 44 11.     (W)     SCALED    
 SX0603* NAVD 88     -       624.769  (meters)    2049.76   (feet)  ADJUSTED  
 SX0603  ___________________________________________________________________
 SX0603  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 SX0603  DYNAMIC HT  -         624.797 (meters)    2049.85  (feet)  COMP
 SX0603  MODELED GRAV-     980,636.5   (mgal)                       NAVD 88
 SX0603
 SX0603  VERT ORDER  -  SECOND    CLASS 0
 SX0603
 SX0603.The horizontal coordinates were scaled from a topographic map and have
 SX0603.an estimated accuracy of +/- 6 seconds.
 SX0603
 SX0603.The orthometric height was determined by differential leveling
 SX0603.and adjusted by the National Geodetic Survey in June 1991..
 SX0603
 SX0603.The geoid height was determined by GEOID03.
 SX0603
 SX0603.The dynamic height is computed by dividing the NAVD 88
 SX0603.geopotential number by the normal gravity value computed on the
 SX0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0603.degrees latitude (g = 980.6199 gals.).
 SX0603
 SX0603.The modeled gravity was interpolated from observed gravity values.
 SX0603
 SX0603;                    North         East    Units  Estimated Accuracy
 SX0603;SPC WA N     -    80,550.      507,270.      MT  (+/- 180 meters Scaled)
 SX0603
 SX0603                          SUPERSEDED SURVEY CONTROL
 SX0603
 SX0603  NGVD 29 (??/??/92)  623.531  (m)         2045.70   (f) ADJ UNCH    2 0
 SX0603
 SX0603.Superseded values are not recommended for survey control.
 SX0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0603.See file dsdata.txt to determine how the superseded data were derived.
 SX0603
 SX0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT697881(NAD 83)
 SX0603_MARKER: DB = BENCH MARK DISK
 SX0603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0603_SP_SET: ABUTMENT
 SX0603_STAMPING: D 58 1934
 SX0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0603
 SX0603  HISTORY     - Date     Condition        Report By
 SX0603  HISTORY     - 1934     MONUMENTED       CGS
 SX0603  HISTORY     - 1941     GOOD             NGS
 SX0603  HISTORY     - 20060903 GOOD             GEOCAC
 SX0603
 SX0603                          STATION DESCRIPTION
 SX0603
 SX0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SX0603'0.9 MI SE FROM WINTON.
 SX0603'0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SX0603'AT WINTON, CHELAN COUNTY, 0.95 MILE SOUTHEAST ALONG THE STEVENS PASS
 SX0603'HIGHWAY, 19 FEET NORTH OF MILEPOST 1685, 50 FEET EAST OF THE
 SX0603'CENTERLINE OF THE HIGHWAY, AT THE RAILROAD OVERPASS, IN THE TOP OF THE
 SX0603'NORTHEAST END OF THE SOUTH CONCRETE ABUTMENT, AND ABOUT 20 FEET HIGHER
 SX0603'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D58 1934.
 SX0603
 SX0603                          STATION RECOVERY (2006)
 SX0603
 SX0603'RECOVERY NOTE BY GEOCACHING 2006 (TJW)
 SX0603'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0630 ***********************************************************************
 SX0630  DESIGNATION -  D 59
 SX0630  PID         -  SX0630
 SX0630  STATE/COUNTY-  WA/SNOHOMISH
 SX0630  USGS QUAD   -  BARING (1982)
 SX0630
 SX0630                         *CURRENT SURVEY CONTROL
 SX0630  ___________________________________________________________________
 SX0630* NAD 83(1986)-  47 47 11.     (N)    121 30 02.     (W)     SCALED    
 SX0630* NAVD 88     -       231.352  (meters)     759.03   (feet)  ADJUSTED  
 SX0630  ___________________________________________________________________
 SX0630  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 SX0630  DYNAMIC HT  -         231.377 (meters)     759.11  (feet)  COMP
 SX0630  MODELED GRAV-     980,715.5   (mgal)                       NAVD 88
 SX0630
 SX0630  VERT ORDER  -  SECOND    CLASS 0
 SX0630
 SX0630.The horizontal coordinates were scaled from a topographic map and have
 SX0630.an estimated accuracy of +/- 6 seconds.
 SX0630
 SX0630.The orthometric height was determined by differential leveling
 SX0630.and adjusted by the National Geodetic Survey in June 1991..
 SX0630
 SX0630.The geoid height was determined by GEOID03.
 SX0630
 SX0630.The dynamic height is computed by dividing the NAVD 88
 SX0630.geopotential number by the normal gravity value computed on the
 SX0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0630.degrees latitude (g = 980.6199 gals.).
 SX0630
 SX0630.The modeled gravity was interpolated from observed gravity values.
 SX0630
 SX0630;                    North         East    Units  Estimated Accuracy
 SX0630;SPC WA N     -    87,650.      450,010.      MT  (+/- 180 meters Scaled)
 SX0630
 SX0630                          SUPERSEDED SURVEY CONTROL
 SX0630
 SX0630  NGVD 29 (??/??/92)  230.153  (m)          755.09   (f) ADJ UNCH    2 0
 SX0630
 SX0630.Superseded values are not recommended for survey control.
 SX0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0630.See file dsdata.txt to determine how the superseded data were derived.
 SX0630
 SX0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT123936(NAD 83)
 SX0630_MARKER: DB = BENCH MARK DISK
 SX0630_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SX0630_SP_SET: BRIDGE ABUTMENT
 SX0630_STAMPING: D 59 1934
 SX0630_MARK LOGO: CGS   
 SX0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0630
 SX0630  HISTORY     - Date     Condition        Report By
 SX0630  HISTORY     - 1934     MONUMENTED       CGS
 SX0630  HISTORY     - 1987     GOOD             USPSQD
 SX0630  HISTORY     - 19911004 GOOD             WADT
 SX0630  HISTORY     - 20020114 GOOD             NGS
 SX0630
 SX0630                          STATION DESCRIPTION
 SX0630
 SX0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SX0630'IN HALFORD.
 SX0630'AT HALFORD, SNOHOMISH COUNTY, ON THE GREAT NORTHERN RAILWAY, 13 RAILS
 SX0630'SOUTHEAST OF THE STATION, 12-1/4 RAILS NORTHWEST OF MILEPOST 1741, AT
 SX0630'THE STEEL BRIDGE OVER BARCLAY CREEK, AND IN THE TOP OF THE NORTH END
 SX0630'OF THE WEST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED D 59 1934.
 SX0630
 SX0630                          STATION RECOVERY (1987)
 SX0630
 SX0630'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SX0630'RECOVERED IN GOOD CONDITION.
 SX0630
 SX0630                          STATION RECOVERY (1991)
 SX0630
 SX0630'RECOVERY NOTE BY WA DEPT OF TRANSP 1991
 SX0630'RECOVERED IN GOOD CONDITION.
 SX0630
 SX0630                          STATION RECOVERY (2002)
 SX0630
 SX0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 SX0630'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0253 ***********************************************************************
 TQ0253  DESIGNATION -  D 60
 TQ0253  PID         -  TQ0253
 TQ0253  STATE/COUNTY-  WA/SNOHOMISH
 TQ0253  USGS QUAD   -  OSO (1989)
 TQ0253
 TQ0253                         *CURRENT SURVEY CONTROL
 TQ0253  ___________________________________________________________________
 TQ0253* NAD 83(1986)-  48 16 15.     (N)    121 58 12.     (W)     SCALED    
 TQ0253* NAVD 88     -        50.268  (meters)     164.92   (feet)  ADJUSTED  
 TQ0253  ___________________________________________________________________
 TQ0253  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 TQ0253  DYNAMIC HT  -          50.277 (meters)     164.95  (feet)  COMP
 TQ0253  MODELED GRAV-     980,800.2   (mgal)                       NAVD 88
 TQ0253
 TQ0253  VERT ORDER  -  SECOND    CLASS 0
 TQ0253
 TQ0253.The horizontal coordinates were scaled from a topographic map and have
 TQ0253.an estimated accuracy of +/- 6 seconds.
 TQ0253
 TQ0253.The orthometric height was determined by differential leveling
 TQ0253.and adjusted by the National Geodetic Survey in June 1991..
 TQ0253
 TQ0253.The geoid height was determined by GEOID03.
 TQ0253
 TQ0253.The dynamic height is computed by dividing the NAVD 88
 TQ0253.geopotential number by the normal gravity value computed on the
 TQ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0253.degrees latitude (g = 980.6199 gals.).
 TQ0253
 TQ0253.The modeled gravity was interpolated from observed gravity values.
 TQ0253
 TQ0253;                    North         East    Units  Estimated Accuracy
 TQ0253;SPC WA N     -   141,920.      415,630.      MT  (+/- 180 meters Scaled)
 TQ0253
 TQ0253                          SUPERSEDED SURVEY CONTROL
 TQ0253
 TQ0253  NGVD 29 (??/??/92)   49.129  (m)          161.18   (f) ADJ UNCH    2 0
 TQ0253
 TQ0253.Superseded values are not recommended for survey control.
 TQ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0253.See file dsdata.txt to determine how the superseded data were derived.
 TQ0253
 TQ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU764469(NAD 83)
 TQ0253_MARKER: DB = BENCH MARK DISK
 TQ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0253_STAMPING: D 60 1934
 TQ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0253+STABILITY: SURFACE MOTION
 TQ0253
 TQ0253  HISTORY     - Date     Condition        Report By
 TQ0253  HISTORY     - 1934     MONUMENTED       CGS
 TQ0253  HISTORY     - 1984     MARK NOT FOUND   NGS
 TQ0253  HISTORY     - 19860107 MARK NOT FOUND   USPSQD
 TQ0253
 TQ0253                          STATION DESCRIPTION
 TQ0253
 TQ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TQ0253'2 MI W FROM OSO.
 TQ0253'2.0 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 TQ0253'OSO, SNOHOMISH COUNTY, 11 RAILS WEST OF THE STATION SIGN AT CAVANO,
 TQ0253'NEAR A PRIVATE CROSSING ON THE HELEN C. BOYD PROPERTY IN 1934, 26 FEET
 TQ0253'SOUTH OF THE MAIN TRACK, AND 21 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 TQ0253'A STANDARD DISK, STAMPED D 60 1934 AND SET IN THE TOP OF A CONCRETE
 TQ0253'POST.
 TQ0253
 TQ0253                          STATION RECOVERY (1984)
 TQ0253
 TQ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TQ0253'MARK NOT FOUND.
 TQ0253
 TQ0253                          STATION RECOVERY (1986)
 TQ0253
 TQ0253'RECOVERY NOTE BY US POWER SQUADRON 1986 (DHK)
 TQ0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0136 ***********************************************************************
 TQ0136  DESIGNATION -  D 61
 TQ0136  PID         -  TQ0136
 TQ0136  STATE/COUNTY-  WA/SKAGIT
 TQ0136  USGS QUAD   -  GRANDY LAKE (1989)
 TQ0136
 TQ0136                         *CURRENT SURVEY CONTROL
 TQ0136  ___________________________________________________________________
 TQ0136* NAD 83(1986)-  48 32 27.     (N)    121 50 24.     (W)     SCALED    
 TQ0136* NAVD 88     -        64.403  (meters)     211.30   (feet)  POSTED    
 TQ0136  ___________________________________________________________________
 TQ0136  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 TQ0136  DYNAMIC HT  -          64.420 (meters)     211.35  (feet)  COMP
 TQ0136  MODELED GRAV-     980,841.2   (mgal)                       NAVD 88
 TQ0136
 TQ0136  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 TQ0136
 TQ0136.The horizontal coordinates were scaled from a topographic map and have
 TQ0136.an estimated accuracy of +/- 6 seconds.
 TQ0136
 TQ0136.The orthometric height was determined by differential leveling
 TQ0136.and adjusted by the National Geodetic Survey in 1992..
 TQ0136.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 TQ0136.rate of 3.1 thru 4.0 mm/km.
 TQ0136
 TQ0136.The geoid height was determined by GEOID03.
 TQ0136
 TQ0136.The dynamic height is computed by dividing the NAVD 88
 TQ0136.geopotential number by the normal gravity value computed on the
 TQ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0136.degrees latitude (g = 980.6199 gals.).
 TQ0136
 TQ0136.The modeled gravity was interpolated from observed gravity values.
 TQ0136
 TQ0136;                    North         East    Units  Estimated Accuracy
 TQ0136;SPC WA N     -   171,800.      425,670.      MT  (+/- 180 meters Scaled)
 TQ0136
 TQ0136                          SUPERSEDED SURVEY CONTROL
 TQ0136
 TQ0136  NGVD 29 (??/??/92)   63.26   (m)          207.5    (f) COMPUTED    2 0
 TQ0136
 TQ0136.Superseded values are not recommended for survey control.
 TQ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0136.See file dsdata.txt to determine how the superseded data were derived.
 TQ0136
 TQ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU856770(NAD 83)
 TQ0136_MARKER: DB = BENCH MARK DISK
 TQ0136_SETTING: 0 = UNSPECIFIED SETTING
 TQ0136_STAMPING: D 61 1934
 TQ0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0136
 TQ0136  HISTORY     - Date     Condition        Report By
 TQ0136  HISTORY     - 1934     MONUMENTED       CGS
 TQ0136
 TQ0136                          STATION DESCRIPTION
 TQ0136
 TQ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TQ0136'4.5 MI W FROM CONCRETE.
 TQ0136'4.5 MI. W. ALONG THE G. N. RR. FROM RR. STATION. ALONG THE RIGHT OF
 TQ0136'WAY OF THE GREAT NORTHERN RAILROAD.  13 FEET EAST OF MILE POST NO. 40,
 TQ0136'AND 31 FEET NORTH OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0312 ***********************************************************************
 TQ0312  DESIGNATION -  D 61 RESET
 TQ0312  PID         -  TQ0312
 TQ0312  STATE/COUNTY-  WA/SKAGIT
 TQ0312  USGS QUAD   -  GRANDY LAKE (1989)
 TQ0312
 TQ0312                         *CURRENT SURVEY CONTROL
 TQ0312  ___________________________________________________________________
 TQ0312* NAD 83(1986)-  48 32 30.     (N)    121 50 24.     (W)     SCALED    
 TQ0312* NAVD 88     -        64.760  (meters)     212.47   (feet)  ADJUSTED  
 TQ0312  ___________________________________________________________________
 TQ0312  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 TQ0312  DYNAMIC HT  -          64.774 (meters)     212.51  (feet)  COMP
 TQ0312  MODELED GRAV-     980,839.7   (mgal)                       NAVD 88
 TQ0312
 TQ0312  VERT ORDER  -  FIRST     CLASS I
 TQ0312
 TQ0312.The horizontal coordinates were scaled from a topographic map and have
 TQ0312.an estimated accuracy of +/- 6 seconds.
 TQ0312
 TQ0312.The orthometric height was determined by differential leveling
 TQ0312.and adjusted by the National Geodetic Survey in June 1991..
 TQ0312
 TQ0312.The geoid height was determined by GEOID03.
 TQ0312
 TQ0312.The dynamic height is computed by dividing the NAVD 88
 TQ0312.geopotential number by the normal gravity value computed on the
 TQ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0312.degrees latitude (g = 980.6199 gals.).
 TQ0312
 TQ0312.The modeled gravity was interpolated from observed gravity values.
 TQ0312
 TQ0312;                    North         East    Units  Estimated Accuracy
 TQ0312;SPC WA N     -   171,900.      425,670.      MT  (+/- 180 meters Scaled)
 TQ0312
 TQ0312                          SUPERSEDED SURVEY CONTROL
 TQ0312
 TQ0312  NGVD 29 (??/??/92)   63.612  (m)          208.70   (f) ADJ UNCH    1 1
 TQ0312
 TQ0312.Superseded values are not recommended for survey control.
 TQ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0312.See file dsdata.txt to determine how the superseded data were derived.
 TQ0312
 TQ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU856771(NAD 83)
 TQ0312_MARKER: DB = BENCH MARK DISK
 TQ0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0312_STAMPING: D 61 RESET 1958 1934
 TQ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0312+STABILITY: SURFACE MOTION
 TQ0312
 TQ0312  HISTORY     - Date     Condition        Report By
 TQ0312  HISTORY     - 1958     MONUMENTED       CGS
 TQ0312  HISTORY     - 1973     GOOD             NGS
 TQ0312  HISTORY     - 1981     GOOD             NGS
 TQ0312  HISTORY     - 1988     GOOD             USPSQD
 TQ0312
 TQ0312                          STATION DESCRIPTION
 TQ0312
 TQ0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0312'4.0 MI W FROM CONCRETE.
 TQ0312'4.0 MILES WEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TQ0312'CROSSING OF SUPERIOR AVENUE AT CONCRETE, 1 1/2 POLE WEST OF THE
 TQ0312'CROSSING OF STATE HIGHWAY 20, 29.7 FEET NORTH OF THE NORTH RAIL, 45
 TQ0312'FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM MILEPOST 40, 51.6 FEET
 TQ0312'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 20, 147 FEET WEST OF THE
 TQ0312'FIRST POWER POLE WEST OF THE CROSSING OF HIGHWAY 20, ABOUT 20 FEET
 TQ0312'LOWER THAN THE TRACK, ABOUT 10 FEET HIGHER THAN THE HIGHWAY, AND SET
 TQ0312'IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 TQ0312'1/4, SEC 12, T 35N, R 7E.
 TQ0312
 TQ0312                          STATION RECOVERY (1981)
 TQ0312
 TQ0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TQ0312'4.0 MILES WEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF SUPERIOR
 TQ0312'AVE IN CONCRETE TO A SIDE ROAD RIGHT THENCE RIGHT FOR 0.05 MILE TO A
 TQ0312'T-INTERSECTION THENCE LEFT ON CHALLENGER ROAD FOR 0.1 MILE TO THE
 TQ0312'MARK ON THE LEFT, 9.14 METER NORTH OF THE NORTH RAIL, 15.85 METER
 TQ0312'SOUTH OF THE CENTER OF CHALLENGER ROAD.
 TQ0312
 TQ0312                          STATION RECOVERY (1988)
 TQ0312
 TQ0312'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWF)
 TQ0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0892 ***********************************************************************
 SC0892  DESIGNATION -  D 62
 SC0892  PID         -  SC0892
 SC0892  STATE/COUNTY-  WA/PACIFIC
 SC0892  USGS QUAD   -  SOUTH BEND (1994)
 SC0892
 SC0892                         *CURRENT SURVEY CONTROL
 SC0892  ___________________________________________________________________
 SC0892* NAD 83(1986)-  46 39 53.     (N)    123 48 35.     (W)     SCALED    
 SC0892* NAVD 88     -         5.770  (meters)      18.93   (feet)  ADJUSTED  
 SC0892  ___________________________________________________________________
 SC0892  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 SC0892  DYNAMIC HT  -           5.771 (meters)      18.93  (feet)  COMP
 SC0892  MODELED GRAV-     980,786.8   (mgal)                       NAVD 88
 SC0892
 SC0892  VERT ORDER  -  FIRST     CLASS II
 SC0892
 SC0892.The horizontal coordinates were scaled from a topographic map and have
 SC0892.an estimated accuracy of +/- 6 seconds.
 SC0892
 SC0892.The orthometric height was determined by differential leveling
 SC0892.and adjusted by the National Geodetic Survey in June 1991..
 SC0892
 SC0892.The geoid height was determined by GEOID03.
 SC0892
 SC0892.The dynamic height is computed by dividing the NAVD 88
 SC0892.geopotential number by the normal gravity value computed on the
 SC0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0892.degrees latitude (g = 980.6199 gals.).
 SC0892
 SC0892.The modeled gravity was interpolated from observed gravity values.
 SC0892
 SC0892;                    North         East    Units  Estimated Accuracy
 SC0892;SPC WA S     -   153,300.      246,800.      MT  (+/- 180 meters Scaled)
 SC0892
 SC0892                          SUPERSEDED SURVEY CONTROL
 SC0892
 SC0892  NGVD 29 (??/??/92)    4.772  (m)           15.66   (f) ADJ UNCH    1 2
 SC0892
 SC0892.Superseded values are not recommended for survey control.
 SC0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0892.See file dsdata.txt to determine how the superseded data were derived.
 SC0892
 SC0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS380682(NAD 83)
 SC0892_MARKER: DB = BENCH MARK DISK
 SC0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0892_SP_SET: CONCRETE POST
 SC0892_STAMPING: D 62 1934
 SC0892_MARK LOGO: CGS   
 SC0892_PROJECTION: FLUSH
 SC0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0892+STABILITY: SURFACE MOTION
 SC0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0892+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1990
 SC0892
 SC0892  HISTORY     - Date     Condition        Report By
 SC0892  HISTORY     - 1934     MONUMENTED       CGS
 SC0892  HISTORY     - 1962     GOOD             NGS
 SC0892  HISTORY     - 1987     GOOD             NGS
 SC0892  HISTORY     - 19900127 GOOD             NGS
 SC0892
 SC0892                          STATION DESCRIPTION
 SC0892
 SC0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0892'IN SOUTH BEND.
 SC0892'AT SOUTH BEND, 130 FEET EAST OF THE CENTER OF MEMORIAL AVENUE, 49 FEET
 SC0892'EAST OF THE SOUTHEAST CORNER OF THE TOKAY THEATRE, 40 FEET NORTH OF
 SC0892'THE CENTER OF WATER STREET, 12 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 SC0892'OF THE BRICK BUILDING P.U.D. NO. 2 OF PACIFIC COUNTY, 1 FOOT NORTHEAST
 SC0892'OF THE EASTERNMOST CONCRETE POST AND 0.5 FOOT NORTH OF THE NORTH EDGE
 SC0892'OF THE SIDEWALK SET FLUSH IN THE SOUTH EDGE OF THE LAWN.
 SC0892
 SC0892                          STATION RECOVERY (1987)
 SC0892
 SC0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0892'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SC0892'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.08 KM (0.05
 SC0892'MI) EAST ALONG US HIGHWAY 101 FROM THE JUNCTION OF MEMORIAL AVENUE IN
 SC0892'SOUTH BEND, 3.4 M (11.2 FT) NORTHEAST OF THE CURB OF THE HIGHWAY,
 SC0892'39.6 M (129.9 FT) EAST OF THE EXTENDED CENTERLINE OF MEMORIAL AVENUE,
 SC0892'3.3 M (10.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A 20 BY 25 FT
 SC0892'BRICK BUILDING (FORMERLY A UTILITY COMPANY BUILDING), 0.61 M (2.0 FT)
 SC0892'EAST OF A CONCRETE RIGHT OF WAY POST.
 SC0892
 SC0892                          STATION RECOVERY (1990)
 SC0892
 SC0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SC0892'THE STATION IS LOCATED ABOUT 43.5 KM (27.0 MI) WEST OF DOTY, 35.4 KM
 SC0892'(22.0 MI) SOUTHEAST OF WESTPORT, 27.4 KM (17.0 MI) NORTHEAST OF OCEAN
 SC0892'PARK AND AT SOUTH BEND ON HIGHWAY RIGHT-OF-WAY.
 SC0892'TO REACH FROM THE INTERSECTION OF US HIGHWAY 101 AND MEMORIAL AVENUE
 SC0892'IN SOUTH BEND, GO EAST ON US HIGHWAY 101 FOR 0.08 KM (0.05 MI) TO THE
 SC0892'STATION ON THE LEFT.
 SC0892'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SC0892'WITH THE GROUND SURFACE.  IT IS 39.6 M (129.9 FT) EAST OF THE
 SC0892'EXTENDED CENTER OF MEMORIAL AVENUE, 3.4 M (11.2 FT) NORTHEAST OF THE
 SC0892'NORTH CURB OF US HIGHWAY 101, 3.3 M (10.8 FT) SOUTHWEST OF THE
 SC0892'SOUTHWEST CORNER OF A BRICK BUILDING AND 0.6 M (2.0 FT) EAST OF A
 SC0892'CONCRETE RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0272 ***********************************************************************
 SC0272  DESIGNATION -  D 64
 SC0272  PID         -  SC0272
 SC0272  STATE/COUNTY-  WA/LEWIS
 SC0272  USGS QUAD   -  RAINBOW FALLS (1994)
 SC0272
 SC0272                         *CURRENT SURVEY CONTROL
 SC0272  ___________________________________________________________________
 SC0272* NAD 83(1986)-  46 38 13.     (N)    123 13 19.     (W)     SCALED    
 SC0272* NAVD 88     -        86.859  (meters)     284.97   (feet)  ADJUSTED  
 SC0272  ___________________________________________________________________
 SC0272  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SC0272  DYNAMIC HT  -          86.871 (meters)     285.01  (feet)  COMP
 SC0272  MODELED GRAV-     980,747.9   (mgal)                       NAVD 88
 SC0272
 SC0272  VERT ORDER  -  SECOND    CLASS 0
 SC0272
 SC0272.The horizontal coordinates were scaled from a topographic map and have
 SC0272.an estimated accuracy of +/- 6 seconds.
 SC0272
 SC0272.The orthometric height was determined by differential leveling
 SC0272.and adjusted by the National Geodetic Survey in June 1991..
 SC0272
 SC0272.The geoid height was determined by GEOID03.
 SC0272
 SC0272.The dynamic height is computed by dividing the NAVD 88
 SC0272.geopotential number by the normal gravity value computed on the
 SC0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0272.degrees latitude (g = 980.6199 gals.).
 SC0272
 SC0272.The modeled gravity was interpolated from observed gravity values.
 SC0272
 SC0272;                    North         East    Units  Estimated Accuracy
 SC0272;SPC WA S     -   148,490.      291,640.      MT  (+/- 180 meters Scaled)
 SC0272
 SC0272                          SUPERSEDED SURVEY CONTROL
 SC0272
 SC0272  NGVD 29 (??/??/92)   85.824  (m)          281.57   (f) ADJ UNCH    2 0
 SC0272
 SC0272.Superseded values are not recommended for survey control.
 SC0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0272.See file dsdata.txt to determine how the superseded data were derived.
 SC0272
 SC0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS830648(NAD 83)
 SC0272_MARKER: DB = BENCH MARK DISK
 SC0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0272_STAMPING: D 64 1934
 SC0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0272+STABILITY: SURFACE MOTION
 SC0272
 SC0272  HISTORY     - Date     Condition        Report By
 SC0272  HISTORY     - 1934     MONUMENTED       CGS
 SC0272  HISTORY     - 1952     GOOD             USGS
 SC0272  HISTORY     - 1980     GOOD             LOCENG
 SC0272  HISTORY     - 1989     GOOD             USPSQD
 SC0272
 SC0272                          STATION DESCRIPTION
 SC0272
 SC0272'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SC0272'7.4 MI NE FROM PE ELL.
 SC0272'ABOUT 7.4 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SC0272'STATION AT PE ELL, LEWIS COUNTY, ABOUT 7 1/2 RAILS EAST OF MILE POST
 SC0272'15, 4 1/2 FEET WEST OF FENCE INTERSECTION, 48 FEET SOUTH OF TRACK.  A
 SC0272'STANDARD DISK, STAMPED D 64 1934 AND SET IN THE TOP OF A CONCRETE
 SC0272'POST.
 SC0272
 SC0272                          STATION RECOVERY (1980)
 SC0272
 SC0272'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 SC0272'RECOVERED IN GOOD CONDITION.
 SC0272
 SC0272                          STATION RECOVERY (1989)
 SC0272
 SC0272'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRT)
 SC0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0232 ***********************************************************************
 SC0232  DESIGNATION -  D 65
 SC0232  PID         -  SC0232
 SC0232  STATE/COUNTY-  WA/LEWIS
 SC0232  USGS QUAD   -  JACKSON PRAIRIE (1993)
 SC0232
 SC0232                         *CURRENT SURVEY CONTROL
 SC0232  ___________________________________________________________________
 SC0232* NAD 83(1991)-  46 32 30.42783(N)    122 47 23.09819(W)     ADJUSTED  
 SC0232* NAVD 88     -       177.790  (meters)     583.30   (feet)  ADJUSTED  
 SC0232  ___________________________________________________________________
 SC0232  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 SC0232  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SC0232  DYNAMIC HT  -         177.803 (meters)     583.34  (feet)  COMP
 SC0232  MODELED GRAV-     980,680.2   (mgal)                       NAVD 88
 SC0232
 SC0232  HORZ ORDER  -  SECOND
 SC0232  VERT ORDER  -  SECOND    CLASS 0
 SC0232
 SC0232.The horizontal coordinates were established by classical geodetic methods
 SC0232.and adjusted by the National Geodetic Survey in December 1991..
 SC0232
 SC0232.The orthometric height was determined by differential leveling
 SC0232.and adjusted by the National Geodetic Survey in June 1991..
 SC0232
 SC0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0232
 SC0232.The geoid height was determined by GEOID03.
 SC0232
 SC0232.The dynamic height is computed by dividing the NAVD 88
 SC0232.geopotential number by the normal gravity value computed on the
 SC0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0232.degrees latitude (g = 980.6199 gals.).
 SC0232
 SC0232.The modeled gravity was interpolated from observed gravity values.
 SC0232
 SC0232;                    North         East     Units Scale Factor Converg.
 SC0232;SPC WA S     -   136,867.934   324,407.202   MT  0.99991488   -1 39 47.8
 SC0232;SPC WA S     -   449,040.88  1,064,325.96   sFT  0.99991488   -1 39 47.8
 SC0232;UTM  10      - 5,154,267.913   516,120.553   MT  0.99960319   +0 09 09.4
 SC0232
 SC0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0232!SPC WA S     -   0.99997553  x   0.99991488  =   0.99989041
 SC0232!UTM  10      -   0.99997553  x   0.99960319  =   0.99957873
 SC0232
 SC0232                          SUPERSEDED SURVEY CONTROL
 SC0232
 SC0232  NAD 83(1991)-  46 32 30.42822(N)    122 47 23.09441(W) AD(       ) 2
 SC0232  NAD 83(1986)-  46 32 30.44282(N)    122 47 23.10690(W) AD(       ) 2
 SC0232  NAD 27      -  46 32 31.05968(N)    122 47 18.68957(W) AD(       ) 2
 SC0232  NGVD 29 (??/??/92)  176.731  (m)          579.83   (f) ADJ UNCH    2 0
 SC0232
 SC0232.Superseded values are not recommended for survey control.
 SC0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0232.See file dsdata.txt to determine how the superseded data were derived.
 SC0232
 SC0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES1612154268(NAD 83)
 SC0232_MARKER: DB = BENCH MARK DISK
 SC0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0232_STAMPING: D 65 1934
 SC0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0232+STABILITY: SURFACE MOTION
 SC0232
 SC0232  HISTORY     - Date     Condition        Report By
 SC0232  HISTORY     - 1947     MONUMENTED       CGS
 SC0232  HISTORY     - 1947     GOOD             NGS
 SC0232
 SC0232                          STATION DESCRIPTION
 SC0232
 SC0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SC0232'STATION LA CAMAS IS LOCATED ON THE NORTH EDGE OF A CULTIVATED FIELD,
 SC0232'ABOUT 1.5 MILES EAST OF MARYS CORNER, 41 FEET SOUTH OF THE
 SC0232'CENTERLINE OF STATE HIGHWAY NUMBER 5, 37 FEET WEST OF A STUMP
 SC0232'(THE ONLY STUMP IN THE IMMEDIATE VICINITY), 33 FEET EAST OF THE
 SC0232'CENTER OF A WIRE GATE AND 13 FEET SOUTH OF A WIRE FENCE.
 SC0232'
 SC0232'TO REACH STATION LA CAMAS FROM THE INTERSECTION OF U.S. HIGHWAY
 SC0232'NUMBER 99 AND STATE HIGHWAY NUMBER 5 AT MARYS CORNER, GO EAST ON
 SC0232'STATE HIGHWAY NUMBER 5 FOR 1.55 MILES TO THE STATION ON THE SOUTH
 SC0232'SIDE OF THE ROAD.
 SC0232'
 SC0232'B M D-65 IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK, STAMPED
 SC0232'D 65 1934, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 SC0232'ABOUT 1 INCH AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 SC0232'IS LOCATED 54 FEET EAST OF A POWER POLE AND 29 FEET NORTH OF THE
 SC0232'CENTERLINE OF STATE HIGHWAY NUMBER 5.
 SC0232
 SC0232                          STATION RECOVERY (1947)
 SC0232
 SC0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 SC0232'7.9 MI W FROM SALKUM.
 SC0232'7.9 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT SALKUM,
 SC0232'97 YARDS EAST OF THE JUNCTION OF A ROAD LEADING TO THE FARM OWNED IN
 SC0232'1934 BY H. C. JOHNSON, AND 29 FEET NORTH OF THE CENTERLINE OF THE
 SC0232'HIGHWAY.  A STANDARD DISK, STAMPED D 65 1934 AND SET IN THE TOP OF A
 SC0232'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0233 ***********************************************************************
 SC0233  DESIGNATION -  D 65 RESET
 SC0233  PID         -  SC0233
 SC0233  STATE/COUNTY-  WA/LEWIS
 SC0233  USGS QUAD   -  JACKSON PRAIRIE (1993)
 SC0233
 SC0233                         *CURRENT SURVEY CONTROL
 SC0233  ___________________________________________________________________
 SC0233* NAD 83(1991)-  46 32 30.51336(N)    122 47 21.75240(W)     ADJUSTED  
 SC0233* NAVD 88     -       177.82   (meters)     583.4    (feet)  RESET     
 SC0233  ___________________________________________________________________
 SC0233  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 SC0233  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SC0233
 SC0233  HORZ ORDER  -  THIRD
 SC0233  VERT ORDER  -  THIRD
 SC0233
 SC0233.The horizontal coordinates were established by classical geodetic methods
 SC0233.and adjusted by the National Geodetic Survey in December 1991..
 SC0233.No horizontal observational check was made to the station.
 SC0233
 SC0233.The orthometric height was computed from unverified reset data.
 SC0233.No vertical observational check was made to the station.
 SC0233
 SC0233.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0233
 SC0233.The geoid height was determined by GEOID03.
 SC0233
 SC0233;                    North         East     Units Scale Factor Converg.
 SC0233;SPC WA S     -   136,869.741   324,435.938   MT  0.99991488   -1 39 46.8
 SC0233;SPC WA S     -   449,046.81  1,064,420.24   sFT  0.99991488   -1 39 46.8
 SC0233;UTM  10      - 5,154,270.629   516,149.209   MT  0.99960321   +0 09 10.4
 SC0233
 SC0233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0233!SPC WA S     -   0.99997552  x   0.99991488  =   0.99989041
 SC0233!UTM  10      -   0.99997552  x   0.99960321  =   0.99957874
 SC0233
 SC0233                          SUPERSEDED SURVEY CONTROL
 SC0233
 SC0233  NAD 83(1991)-  46 32 30.51374(N)    122 47 21.74862(W) AD(       ) 3
 SC0233  NAD 83(1986)-  46 32 30.52835(N)    122 47 21.76111(W) AD(       ) 3
 SC0233  NAD 27      -  46 32 31.14521(N)    122 47 17.34382(W) AD(       ) 3
 SC0233  NGVD 29 (??/??/??)  176.76   (m)          579.9    (f) RESET       3  
 SC0233
 SC0233.Superseded values are not recommended for survey control.
 SC0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0233.See file dsdata.txt to determine how the superseded data were derived.
 SC0233
 SC0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES1614954271(NAD 83)
 SC0233_MARKER: DB = BENCH MARK DISK
 SC0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0233_STAMPING: D 65 1934 RESET 1957
 SC0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0233+STABILITY: SURFACE MOTION
 SC0233
 SC0233  HISTORY     - Date     Condition        Report By
 SC0233  HISTORY     - 1957     MONUMENTED       CGS
 SC0233  HISTORY     - 1964     GOOD             NGS
 SC0233
 SC0233                          STATION DESCRIPTION
 SC0233
 SC0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SC0233'7.9 MI W FROM SALKUM.
 SC0233'7.9 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT SALKUM,
 SC0233'4.3 MILES EAST OF THE JUNCTION OF U.S. HIGHWAY 99 AND STATE HIGHWAY 5,
 SC0233'1.65 MILES EAST OF MARYS CORNER.  69.7 FEET NORTH OF THE PLANNED
 SC0233'CENTERLINE OF HIGHWAY 5, 60 FEET WEST-NORTHWEST OF THE JUNCTION OF A
 SC0233'ROAD TO A FARM HOUSE, 23.5 FEET WEST OF A POWER LINE POLE AND 2 FEET
 SC0233'WEST OF A WITNESS POST.  130.26 FEET NORTH OF TRIANGULATION STATION LA
 SC0233'CAMAS 2 AND 94 FEET EAST OF THE ORIGINAL POSITION OF THE MARK.
 SC0233
 SC0233                          STATION RECOVERY (1964)
 SC0233
 SC0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 SC0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0010 ***********************************************************************
 SC0010  DESIGNATION -  D 66 RESET 1965
 SC0010  PID         -  SC0010
 SC0010  STATE/COUNTY-  WA/PIERCE
 SC0010  USGS QUAD   -  MINERAL (1993)
 SC0010
 SC0010                         *CURRENT SURVEY CONTROL
 SC0010  ___________________________________________________________________
 SC0010* NAD 83(1986)-  46 43 00.     (N)    122 12 48.     (W)     SCALED    
 SC0010* NAVD 88     -       456.53   (+/-2cm)    1497.8    (feet)  VERTCON   
 SC0010  ___________________________________________________________________
 SC0010  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 SC0010
 SC0010  VERT ORDER  -  THIRD (See Below)
 SC0010
 SC0010.The horizontal coordinates were scaled from a topographic map and have
 SC0010.an estimated accuracy of +/- 6 seconds.
 SC0010
 SC0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC0010.The vertical order pertains to the NGVD 29 superseded value.
 SC0010
 SC0010.The geoid height was determined by GEOID03.
 SC0010
 SC0010;                    North         East    Units  Estimated Accuracy
 SC0010;SPC WA S     -   155,180.      369,030.      MT  (+/- 180 meters Scaled)
 SC0010
 SC0010                          SUPERSEDED SURVEY CONTROL
 SC0010
 SC0010  NGVD 29 (12/17/02)  455.45   (m)         1494.3    (f) RESET       3  
 SC0010
 SC0010.Superseded values are not recommended for survey control.
 SC0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0010.See file dsdata.txt to determine how the superseded data were derived.
 SC0010
 SC0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES601739(NAD 83)
 SC0010_MARKER: DB = BENCH MARK DISK
 SC0010_SETTING: 0 = UNSPECIFIED SETTING
 SC0010_STAMPING: D 66 RESET 1965
 SC0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0010
 SC0010  HISTORY     - Date     Condition        Report By
 SC0010  HISTORY     - 1965     MONUMENTED       CGS
 SC0010
 SC0010                          STATION DESCRIPTION
 SC0010
 SC0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SC0010'3.75 MI S FROM ELBE.
 SC0010'THE MARK IS ABOUT 31 YARDS SOUTH OF THE PROJECTED CENTER LINE OF THE
 SC0010'BLACKTOP ROAD GOING EAST, 105 FEET WEST OF THE EXISTING CENTERLINE OF
 SC0010'THE OLD ROAD, BUT THE ROAD IS BEING WIDENED TO THE WEST.  MARK IS 10
 SC0010'FEET WEST OF THE LINE CLEARED TO FOR NEW CONSTRUCTION, 8 FEET
 SC0010'SOUTHWEST OF A 6-FOOT STUMP ABOUT 4 FEET HIGH, AND 1 FOOT NORTH OF A
 SC0010'METAL WITNESS POST.  TO REACH THE MARK FROM THE INTERSECTION OF STATE
 SC0010'HIGHWAYS 7 AND 706 ON THE EASTERN EDGE OF THE VILLAGE OF ELBE, GO
 SC0010'SOUTH ON STATE HIGHWAY 7 FOR 3.75 MILES TO A BLACKTOP ROAD LEFT AND
 SC0010'THE MARK ON THE RIGHT.  THE MARK IS ON THE SOUTHERN SLOPE OF A HILL
 SC0010'ABOUT 100 YARDS NORTH OF THE BOTTOM OF THE SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0751 ***********************************************************************
 SX0751  DESIGNATION -  D 67
 SX0751  PID         -  SX0751
 SX0751  STATE/COUNTY-  WA/KING
 SX0751  USGS QUAD   -  EAGLE GORGE (1993)
 SX0751
 SX0751                         *CURRENT SURVEY CONTROL
 SX0751  ___________________________________________________________________
 SX0751* NAD 83(1986)-  47 22 20.     (N)    121 52 26.     (W)     SCALED    
 SX0751* NAVD 88     -       325.798  (meters)    1068.89   (feet)  ADJUSTED  
 SX0751  ___________________________________________________________________
 SX0751  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SX0751  DYNAMIC HT  -         325.826 (meters)    1068.98  (feet)  COMP
 SX0751  MODELED GRAV-     980,691.3   (mgal)                       NAVD 88
 SX0751
 SX0751  VERT ORDER  -  FIRST     CLASS I
 SX0751
 SX0751.The horizontal coordinates were scaled from a topographic map and have
 SX0751.an estimated accuracy of +/- 6 seconds.
 SX0751
 SX0751.The orthometric height was determined by differential leveling
 SX0751.and adjusted by the National Geodetic Survey in June 1991..
 SX0751
 SX0751.The geoid height was determined by GEOID03.
 SX0751
 SX0751.The dynamic height is computed by dividing the NAVD 88
 SX0751.geopotential number by the normal gravity value computed on the
 SX0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0751.degrees latitude (g = 980.6199 gals.).
 SX0751
 SX0751.The modeled gravity was interpolated from observed gravity values.
 SX0751
 SX0751;                    North         East    Units  Estimated Accuracy
 SX0751;SPC WA N     -    41,920.      421,410.      MT  (+/- 180 meters Scaled)
 SX0751
 SX0751                          SUPERSEDED SURVEY CONTROL
 SX0751
 SX0751  NGVD 29 (??/??/92)  324.702  (m)         1065.29   (f) ADJ UNCH    1 1
 SX0751
 SX0751.Superseded values are not recommended for survey control.
 SX0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0751.See file dsdata.txt to determine how the superseded data were derived.
 SX0751
 SX0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET850471(NAD 83)
 SX0751_MARKER: DB = BENCH MARK DISK
 SX0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0751_STAMPING: D 67 1934
 SX0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0751+STABILITY: SURFACE MOTION
 SX0751
 SX0751  HISTORY     - Date     Condition        Report By
 SX0751  HISTORY     - 1934     MONUMENTED       CGS
 SX0751  HISTORY     - 1973     GOOD             NGS
 SX0751
 SX0751                          STATION DESCRIPTION
 SX0751
 SX0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SX0751'3.95 MI N FROM KANASKAT.
 SX0751'0.35 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 SX0751'RAILROAD FROM THE BURLINGTON-NORTHERN RAILROAD STATION AT KANASKAT,
 SX0751'THENCE 0.1 MILE WEST ALONG SE COURTNEY ROAD, THENCE 2.1 MILES NORTH
 SX0751'ALONG KANASKAT-KANGLEY ROAD, THENCE 0.05 MILE EAST ALONG KENT-KANGLEY
 SX0751'ROAD, THENCE 0.35 MILE NORTHEAST ALONG 346TH AVENUE SE, THENCE 0.2
 SX0751'MILE EAST ALONG SE 268TH STREET SE, THENCE 0.8 MILE NORTH ALONG THE
 SX0751'CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD, 0.05 MILE NORTH OF
 SX0751'THE JUNCTION OF SE 257TH STREET AND 353 AVENUE SE, 26 RAILS SOUTH OF
 SX0751'THE CROSSING OF SE 254TH STREET, 18.8 FEET EAST OF THE EAST RAIL, 79
 SX0751'FEET EAST AND ACROSS THE TRACK FROM THE NORTHEAST CORNER OF A HOUSE AT
 SX0751'35210 SE 257TH STREET, 75.7 FEET NORTH OF THE FIFTH TELEPHONE POLE
 SX0751'SOUTH OF THE CROSSING, 1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT 1
 SX0751'1/2 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SX0751'PROJECTING 0.5 FOOT ABOVE THE GROUND.  1/4, SEC 26, T 22N, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0876 ***********************************************************************
 SW0876  DESIGNATION -  D 69
 SW0876  PID         -  SW0876
 SW0876  STATE/COUNTY-  WA/DOUGLAS
 SW0876  USGS QUAD   -  JAMESON LAKE SE (1965)
 SW0876
 SW0876                         *CURRENT SURVEY CONTROL
 SW0876  ___________________________________________________________________
 SW0876* NAD 83(1986)-  47 35 58.     (N)    119 33 34.     (W)     SCALED    
 SW0876* NAVD 88     -       776.090  (meters)    2546.22   (feet)  ADJUSTED  
 SW0876  ___________________________________________________________________
 SW0876  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 SW0876  DYNAMIC HT  -         776.124 (meters)    2546.33  (feet)  COMP
 SW0876  MODELED GRAV-     980,630.7   (mgal)                       NAVD 88
 SW0876
 SW0876  VERT ORDER  -  SECOND    CLASS 0
 SW0876
 SW0876.The horizontal coordinates were scaled from a topographic map and have
 SW0876.an estimated accuracy of +/- 6 seconds.
 SW0876
 SW0876.The orthometric height was determined by differential leveling
 SW0876.and adjusted by the National Geodetic Survey in June 1991..
 SW0876
 SW0876.The geoid height was determined by GEOID03.
 SW0876
 SW0876.The dynamic height is computed by dividing the NAVD 88
 SW0876.geopotential number by the normal gravity value computed on the
 SW0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0876.degrees latitude (g = 980.6199 gals.).
 SW0876
 SW0876.The modeled gravity was interpolated from observed gravity values.
 SW0876
 SW0876;                    North         East    Units  Estimated Accuracy
 SW0876;SPC WA N     -    67,440.      595,790.      MT  (+/- 180 meters Scaled)
 SW0876
 SW0876                          SUPERSEDED SURVEY CONTROL
 SW0876
 SW0876  NGVD 29 (??/??/92)  774.922  (m)         2542.39   (f) ADJ UNCH    2 0
 SW0876
 SW0876.Superseded values are not recommended for survey control.
 SW0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0876.See file dsdata.txt to determine how the superseded data were derived.
 SW0876
 SW0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN076749(NAD 83)
 SW0876_MARKER: DB = BENCH MARK DISK
 SW0876_SETTING: 66 = SET IN ROCK OUTCROP
 SW0876_SP_SET: RIDGE
 SW0876_STAMPING: D 69 1934
 SW0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0876+STABILITY: POSITION/ELEVATION WELL
 SW0876
 SW0876  HISTORY     - Date     Condition        Report By
 SW0876  HISTORY     - 1934     MONUMENTED       CGS
 SW0876  HISTORY     - 1959     MARK NOT FOUND   NGS
 SW0876
 SW0876                          STATION DESCRIPTION
 SW0876
 SW0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SW0876'14.0 MI W FROM COULEE CITY.
 SW0876'14.0 MI. WEST OF N.P.RR. STATION ALONG U.S. HWY. 10. 0.8 MILE EAST OF
 SW0876'ROAD TO FARM OWNED BY CRIST BUOB, ON TOP OF RIDGE, 24 FEET SOUTH OF
 SW0876'HIGHWAY, 1 FOOT NORTH OF RIGHT OF WAY FENCE. NOTE-- NEW HIGHWAY IN
 SW0876'AREA.
 SW0876
 SW0876                          STATION RECOVERY (1959)
 SW0876
 SW0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SW0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0145 ***********************************************************************
 TR0145  DESIGNATION -  D 7
 TR0145  PID         -  TR0145
 TR0145  STATE/COUNTY-  WA/SNOHOMISH
 TR0145  USGS QUAD   -  STANWOOD (1978)
 TR0145
 TR0145                         *CURRENT SURVEY CONTROL
 TR0145  ___________________________________________________________________
 TR0145* NAD 83(1986)-  48 14 32.     (N)    122 21 02.     (W)     SCALED    
 TR0145* NAVD 88     -         2.757  (meters)       9.05   (feet)  POSTED    
 TR0145  ___________________________________________________________________
 TR0145  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 TR0145  DYNAMIC HT  -           2.760 (meters)       9.06  (feet)  COMP
 TR0145  MODELED GRAV-     980,810.9   (mgal)                       NAVD 88
 TR0145
 TR0145  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TR0145
 TR0145.The horizontal coordinates were scaled from a topographic map and have
 TR0145.an estimated accuracy of +/- 6 seconds.
 TR0145
 TR0145.The orthometric height was determined by differential leveling
 TR0145.and adjusted by the National Geodetic Survey in 1992..
 TR0145.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TR0145.rate of 0.0 thru 1.0 mm/km.
 TR0145
 TR0145.The geoid height was determined by GEOID03.
 TR0145
 TR0145.The dynamic height is computed by dividing the NAVD 88
 TR0145.geopotential number by the normal gravity value computed on the
 TR0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0145.degrees latitude (g = 980.6199 gals.).
 TR0145
 TR0145.The modeled gravity was interpolated from observed gravity values.
 TR0145
 TR0145;                    North         East    Units  Estimated Accuracy
 TR0145;SPC WA N     -   139,230.      387,320.      MT  (+/- 180 meters Scaled)
 TR0145
 TR0145                          SUPERSEDED SURVEY CONTROL
 TR0145
 TR0145.No superseded survey control is available for this station.
 TR0145
 TR0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU482434(NAD 83)
 TR0145_MARKER: Z = SEE DESCRIPTION
 TR0145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TR0145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TR0145_STAMPING: 5 FT
 TR0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0145
 TR0145  HISTORY     - Date     Condition        Report By
 TR0145  HISTORY     - UNK      MONUMENTED       USGS
 TR0145  HISTORY     - 1915     GOOD             NGS
 TR0145  HISTORY     - 1943     MARK NOT FOUND   NGS
 TR0145  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR0145
 TR0145                          STATION DESCRIPTION
 TR0145
 TR0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1915
 TR0145'IN STANWOOD.
 TR0145'80 FEET WEST OF THE DEPOT, 130 FEET WEST OF THE TRACK.
 TR0145
 TR0145                          STATION RECOVERY (1943)
 TR0145
 TR0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 TR0145'MARK NOT FOUND.
 TR0145
 TR0145                          STATION RECOVERY (2001)
 TR0145
 TR0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0145'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0239 ***********************************************************************
 SW0239  DESIGNATION -  D 70
 SW0239  PID         -  SW0239
 SW0239  STATE/COUNTY-  WA/LINCOLN
 SW0239  USGS QUAD   -  LAMONA (1969)
 SW0239
 SW0239                         *CURRENT SURVEY CONTROL
 SW0239  ___________________________________________________________________
 SW0239* NAD 83(1986)-  47 21 34.     (N)    118 29 13.     (W)     SCALED    
 SW0239* NAVD 88     -       549.684  (meters)    1803.42   (feet)  ADJUSTED  
 SW0239  ___________________________________________________________________
 SW0239  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 SW0239  DYNAMIC HT  -         549.714 (meters)    1803.52  (feet)  COMP
 SW0239  MODELED GRAV-     980,650.8   (mgal)                       NAVD 88
 SW0239
 SW0239  VERT ORDER  -  SECOND    CLASS 0
 SW0239
 SW0239.The horizontal coordinates were scaled from a topographic map and have
 SW0239.an estimated accuracy of +/- 6 seconds.
 SW0239
 SW0239.The orthometric height was determined by differential leveling
 SW0239.and adjusted by the National Geodetic Survey in June 1991..
 SW0239
 SW0239.The geoid height was determined by GEOID03.
 SW0239
 SW0239.The dynamic height is computed by dividing the NAVD 88
 SW0239.geopotential number by the normal gravity value computed on the
 SW0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0239.degrees latitude (g = 980.6199 gals.).
 SW0239
 SW0239.The modeled gravity was interpolated from observed gravity values.
 SW0239
 SW0239;                    North         East    Units  Estimated Accuracy
 SW0239;SPC WA N     -    42,670.      677,230.      MT  (+/- 180 meters Scaled)
 SW0239
 SW0239                          SUPERSEDED SURVEY CONTROL
 SW0239
 SW0239  NGVD 29 (??/??/92)  548.558  (m)         1799.73   (f) ADJ UNCH    2 0
 SW0239
 SW0239.Superseded values are not recommended for survey control.
 SW0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0239.See file dsdata.txt to determine how the superseded data were derived.
 SW0239
 SW0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN877461(NAD 83)
 SW0239_MARKER: DB = BENCH MARK DISK
 SW0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0239_STAMPING: D 70 1934
 SW0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0239+STABILITY: SURFACE MOTION
 SW0239
 SW0239  HISTORY     - Date     Condition        Report By
 SW0239  HISTORY     - 1934     MONUMENTED       CGS
 SW0239  HISTORY     - 1969     MARK NOT FOUND   USGS
 SW0239
 SW0239                          STATION DESCRIPTION
 SW0239
 SW0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SW0239'IN LAMONA.
 SW0239'AT LAMONA, LINCOLN COUNTY, ALONG THE GREAT NORTHERN RAILWAY, 176 YARDS
 SW0239'EAST OF MILEPOST 1543, 161 YARDS WEST OF THE STATION, 27 FEET NORTH OF
 SW0239'SEMAPHORE SIGNAL 1543-0, AND 16 FEET NORTH OF THE MAIN LINE TRACK. A
 SW0239'STANDARD DISK, STAMPED D 70 1934 AND SET IN THE TOP OF CONCRETE POST.
 SW0239
 SW0239                          STATION RECOVERY (1969)
 SW0239
 SW0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SW0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1669 ***********************************************************************
 SA1669  DESIGNATION -  D 702
 SA1669  PID         -  SA1669
 SA1669  STATE/COUNTY-  WA/GRANT
 SA1669  USGS QUAD   -  BEVERLY NE (1965)
 SA1669
 SA1669                         *CURRENT SURVEY CONTROL
 SA1669  ___________________________________________________________________
 SA1669* NAD 83(1986)-  46 55 42.     (N)    119 51 21.     (W)     SCALED    
 SA1669* NAVD 88     -       318.17   (+/-2cm)    1043.9    (feet)  VERTCON   
 SA1669  ___________________________________________________________________
 SA1669  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SA1669
 SA1669  VERT ORDER  -  ? (See Below)
 SA1669
 SA1669.The horizontal coordinates were scaled from a topographic map and have
 SA1669.an estimated accuracy of +/- 6 seconds.
 SA1669
 SA1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1669.The vertical order pertains to the NGVD 29 superseded value.
 SA1669
 SA1669.The geoid height was determined by GEOID03.
 SA1669
 SA1669;                    North         East    Units  Estimated Accuracy
 SA1669;SPC WA S     -   177,490.      549,050.      MT  (+/- 180 meters Scaled)
 SA1669
 SA1669                          SUPERSEDED SURVEY CONTROL
 SA1669
 SA1669  NGVD 29 (??/??/92)  317.070  (m)         1040.25   (f) ADJ UNCH    ?  
 SA1669
 SA1669.Superseded values are not recommended for survey control.
 SA1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1669.See file dsdata.txt to determine how the superseded data were derived.
 SA1669
 SA1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN825011(NAD 83)
 SA1669_MARKER: DD = SURVEY DISK
 SA1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1669_STAMPING: 1937 D 7
 SA1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1669+STABILITY: SURFACE MOTION
 SA1669
 SA1669  HISTORY     - Date     Condition        Report By
 SA1669  HISTORY     - 1937     MONUMENTED       BOR
 SA1669  HISTORY     - 1967     GOOD             NGS
 SA1669
 SA1669                          STATION DESCRIPTION
 SA1669
 SA1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1669'8 MI SE FROM VANTAGE.
 SA1669'MARK IS ABOUT 11 MILES SOUTH OF GEORGE ALONG THE BEVERLY-BURKE ROAD,
 SA1669'IN THE SOUTHEAST CORNER OF SECTION 30, T 17 N, R 24 E., 47 FEET WEST
 SA1669'OF THE CENTER OF COUNTY ROAD Q SW, 29 FEET NORTH OF THE CENTER OF
 SA1669'COUNTY ROAD 11 SW, 8 FEET WEST OF A POWER POLE AND IN LINE WITH THE
 SA1669'EAST-WEST POWER LINE POLES.  A METAL WITNESS POST WAS SET 6 INCHES
 SA1669'NORTHWEST OF THE MARK.  MARK IS USBR BENCH MARK DISK SET IN AN
 SA1669'IRREGULAR CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0785 ***********************************************************************
 SV0785  DESIGNATION -  D 71
 SV0785  PID         -  SV0785
 SV0785  STATE/COUNTY-  WA/SPOKANE
 SV0785  USGS QUAD   -  SPOKANE NW (1986)
 SV0785
 SV0785                         *CURRENT SURVEY CONTROL
 SV0785  ___________________________________________________________________
 SV0785* NAD 83(1986)-  47 41 09.     (N)    117 30 00.     (W)     SCALED    
 SV0785* NAVD 88     -       585.898  (meters)    1922.23   (feet)  ADJUSTED  
 SV0785  ___________________________________________________________________
 SV0785  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 SV0785  DYNAMIC HT  -         585.933 (meters)    1922.35  (feet)  COMP
 SV0785  MODELED GRAV-     980,654.1   (mgal)                       NAVD 88
 SV0785
 SV0785  VERT ORDER  -  SECOND    CLASS 0
 SV0785
 SV0785.The horizontal coordinates were scaled from a topographic map and have
 SV0785.an estimated accuracy of +/- 6 seconds.
 SV0785
 SV0785.The orthometric height was determined by differential leveling
 SV0785.and adjusted by the National Geodetic Survey in June 1991..
 SV0785
 SV0785.The geoid height was determined by GEOID03.
 SV0785
 SV0785.The dynamic height is computed by dividing the NAVD 88
 SV0785.geopotential number by the normal gravity value computed on the
 SV0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0785.degrees latitude (g = 980.6199 gals.).
 SV0785
 SV0785.The modeled gravity was interpolated from observed gravity values.
 SV0785
 SV0785;                    North         East    Units  Estimated Accuracy
 SV0785;SPC WA N     -    81,670.      750,170.      MT  (+/- 180 meters Scaled)
 SV0785
 SV0785                          SUPERSEDED SURVEY CONTROL
 SV0785
 SV0785  NGVD 29 (??/??/92)  584.729  (m)         1918.40   (f) ADJ UNCH    2 0
 SV0785
 SV0785.Superseded values are not recommended for survey control.
 SV0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0785.See file dsdata.txt to determine how the superseded data were derived.
 SV0785
 SV0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN624815(NAD 83)
 SV0785_MARKER: DB = BENCH MARK DISK
 SV0785_SETTING: 0 = UNSPECIFIED SETTING
 SV0785_STAMPING: D 71 1934
 SV0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0785
 SV0785  HISTORY     - Date     Condition        Report By
 SV0785  HISTORY     - 1934     MONUMENTED       CGS
 SV0785  HISTORY     - 1974     GOOD             USGS
 SV0785  HISTORY     - 20020210 MARK NOT FOUND   WA-063
 SV0785
 SV0785                          STATION DESCRIPTION
 SV0785
 SV0785'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SV0785'2.1 MI NW FROM FORT WRIGHT.
 SV0785'0.3 MILE WEST TO ABANDONED RR TRESTLE OVER THE ROAD.  THE MARK IS 70
 SV0785'FEET SE OF CENTERLINE OF HWY IN THE SW END OF THE SE CONCRETE
 SV0785'ABUTMENT, 1 FT BELOW THE AVERAGE SURFACE OF OLD RR GRADE.
 SV0785
 SV0785                          STATION RECOVERY (2002)
 SV0785
 SV0785'RECOVERY NOTE BY SPOKANE COUNTY WASHINGTON 2002 (JM)
 SV0785'RR TRESTLE HAS BEEN REMOVED.  NO EVIDENCE OF MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0181 ***********************************************************************
 SX0181  DESIGNATION -  D 71
 SX0181  PID         -  SX0181
 SX0181  STATE/COUNTY-  WA/KITTITAS
 SX0181  USGS QUAD   -  STRAY GULCH (1966)
 SX0181
 SX0181                         *CURRENT SURVEY CONTROL
 SX0181  ___________________________________________________________________
 SX0181* NAD 83(1986)-  47 14 32.     (N)    120 12 53.     (W)     SCALED    
 SX0181* NAVD 88     -      1028.511  (meters)    3374.37   (feet)  ADJUSTED  
 SX0181  ___________________________________________________________________
 SX0181  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 SX0181  DYNAMIC HT  -        1028.457 (meters)    3374.20  (feet)  COMP
 SX0181  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 SX0181
 SX0181  VERT ORDER  -  SECOND    CLASS 0
 SX0181
 SX0181.The horizontal coordinates were scaled from a topographic map and have
 SX0181.an estimated accuracy of +/- 6 seconds.
 SX0181
 SX0181.The orthometric height was determined by differential leveling
 SX0181.and adjusted by the National Geodetic Survey in June 1991..
 SX0181
 SX0181.The geoid height was determined by GEOID03.
 SX0181
 SX0181.The dynamic height is computed by dividing the NAVD 88
 SX0181.geopotential number by the normal gravity value computed on the
 SX0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0181.degrees latitude (g = 980.6199 gals.).
 SX0181
 SX0181.The modeled gravity was interpolated from observed gravity values.
 SX0181
 SX0181;                    North         East    Units  Estimated Accuracy
 SX0181;SPC WA S     -   212,220.      521,600.      MT  (+/- 180 meters Scaled)
 SX0181
 SX0181                          SUPERSEDED SURVEY CONTROL
 SX0181
 SX0181  NGVD 29 (??/??/92) 1027.349  (m)         3370.56   (f) ADJ UNCH    2 0
 SX0181
 SX0181.Superseded values are not recommended for survey control.
 SX0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0181.See file dsdata.txt to determine how the superseded data were derived.
 SX0181
 SX0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT107358(NAD 83)
 SX0181_MARKER: DB = BENCH MARK DISK
 SX0181_SETTING: 80 = SET IN A BOULDER
 SX0181_SP_SET: BOULDER
 SX0181_STAMPING: D 71 1935
 SX0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0181+STABILITY: SURFACE MOTION
 SX0181
 SX0181  HISTORY     - Date     Condition        Report By
 SX0181  HISTORY     - 1935     MONUMENTED       CGS
 SX0181  HISTORY     - 1966     GOOD             USGS
 SX0181  HISTORY     - 20060916 GOOD             GEOCAC
 SX0181
 SX0181                          STATION DESCRIPTION
 SX0181
 SX0181'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SX0181'11.1 MI SW FROM ROCK ISLAND.
 SX0181'11.1 MILES SOUTHWEST ALONG THE COLOCKUM ROAD FROM THE SOUTHEAST END OF
 SX0181'THE ROCK ISLAND DAM NEAR ROCK ISLAND, DOUGLAS COUNTY 1.5 MILES
 SX0181'SOUTHWEST OF A FARMHOUSE.  ABOUT 300 FEET (DOWNGRADE) NORTHEAST OF A
 SX0181'CULVERT OVER A SMALL CREEK WHERE THE ROAD MAKES A U-TURN.  ON A NARROW
 SX0181'BENCH ON THE SOUTHEAST SLOPE OF THE RIDGE.  6.7 FEET WEST OF A 17 INCH
 SX0181'PINE.  30 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.  IN THE TOP OF
 SX0181'A BOULDER.  AND ABOUT 1 FOOT ABOVE THE GROUND.  ABOUT LEVEL WITH THE
 SX0181'ROAD.
 SX0181
 SX0181                          STATION RECOVERY (2006)
 SX0181
 SX0181'RECOVERY NOTE BY GEOCACHING 2006 (TJW)
 SX0181'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0419 ***********************************************************************
 SW0419  DESIGNATION -  D 72
 SW0419  PID         -  SW0419
 SW0419  STATE/COUNTY-  WA/GRANT
 SW0419  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW0419
 SW0419                         *CURRENT SURVEY CONTROL
 SW0419  ___________________________________________________________________
 SW0419* NAD 83(1986)-  47 55 49.     (N)    118 59 28.     (W)     SCALED    
 SW0419* NAVD 88     -       592.989  (meters)    1945.50   (feet)  ADJUSTED  
 SW0419  ___________________________________________________________________
 SW0419  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 SW0419  DYNAMIC HT  -         593.044 (meters)    1945.68  (feet)  COMP
 SW0419  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 SW0419
 SW0419  VERT ORDER  -  SECOND    CLASS 0
 SW0419
 SW0419.The horizontal coordinates were scaled from a topographic map and have
 SW0419.an estimated accuracy of +/- 6 seconds.
 SW0419
 SW0419.The orthometric height was determined by differential leveling
 SW0419.and adjusted by the National Geodetic Survey in June 1991..
 SW0419
 SW0419.The geoid height was determined by GEOID03.
 SW0419
 SW0419.The dynamic height is computed by dividing the NAVD 88
 SW0419.geopotential number by the normal gravity value computed on the
 SW0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0419.degrees latitude (g = 980.6199 gals.).
 SW0419
 SW0419.The modeled gravity was interpolated from observed gravity values.
 SW0419
 SW0419;                    North         East    Units  Estimated Accuracy
 SW0419;SPC WA S     -   289,770.      612,770.      MT  (+/- 180 meters Scaled)
 SW0419
 SW0419                          SUPERSEDED SURVEY CONTROL
 SW0419
 SW0419  NGVD 29 (??/??/92)  591.791  (m)         1941.57   (f) ADJ UNCH    2 0
 SW0419
 SW0419.Superseded values are not recommended for survey control.
 SW0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0419.See file dsdata.txt to determine how the superseded data were derived.
 SW0419
 SW0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP512104(NAD 83)
 SW0419_MARKER: DB = BENCH MARK DISK
 SW0419_SETTING: 66 = SET IN ROCK OUTCROP
 SW0419_SP_SET: BEDROCK
 SW0419_STAMPING: D 72 1935
 SW0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0419+STABILITY: POSITION/ELEVATION WELL
 SW0419
 SW0419  HISTORY     - Date     Condition        Report By
 SW0419  HISTORY     - 1935     MONUMENTED       CGS
 SW0419  HISTORY     - 1966     GOOD             NGS
 SW0419
 SW0419                          STATION DESCRIPTION
 SW0419
 SW0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0419'0.6 MI SE FROM GRAND COULEE.
 SW0419'0.6 MILE SOUTHEAST ON STATE HIGHWAY 174 FROM GRAND COULEE, THEN 0.8
 SW0419'MILE SOUTH ON BLACKTOP COUNTY ROAD TO ALMIRA TO THE MARK ON THE LEFT,
 SW0419'BETWEEN TWO HORSESHOE CURVES 50 YARDS APART, AT THE BEGINNING OF THE
 SW0419'WESTERN CURVE, 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5 FEET
 SW0419'ABOVE THE ROAD AND ON THE NORTHERN SLOPE OF A HILL, A STANDARD DISK
 SW0419'SET IN A 6-FOOT LONG BEDROCK OUTCROP WHICH PROJECTS 1 FOOT ON THE
 SW0419'NORTH AND WEST SIDES AND IS BURIED ON THE SOUTH AND EAST SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1485 ***********************************************************************
 RB1485  CBN         -  This is a Cooperative Base Network Control Station.
 RB1485  DESIGNATION -  D 75 2
 RB1485  PID         -  RB1485
 RB1485  STATE/COUNTY-  WA/KLICKITAT
 RB1485  USGS QUAD   -  PHINNY HILL (1993)
 RB1485
 RB1485                         *CURRENT SURVEY CONTROL
 RB1485  ___________________________________________________________________
 RB1485* NAD 83(1998)-  45 56 39.53226(N)    119 54 36.32140(W)     ADJUSTED  
 RB1485* NAVD 88     -       248.88   (meters)     816.5    (feet)  RESET     
 RB1485  ___________________________________________________________________
 RB1485  X           -  -2,215,423.513 (meters)                     COMP
 RB1485  Y           -  -3,851,170.104 (meters)                     COMP
 RB1485  Z           -   4,561,109.110 (meters)                     COMP
 RB1485  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 RB1485  ELLIP HEIGHT-         227.24  (meters)          (07/03/01) GPS OBS
 RB1485  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RB1485
 RB1485  HORZ ORDER  -  B
 RB1485  VERT ORDER  -  THIRD
 RB1485  ELLP ORDER  -  FIFTH     CLASS I
 RB1485
 RB1485.The horizontal coordinates were established by GPS observations
 RB1485.and adjusted by the National Geodetic Survey in July 2001..
 RB1485.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RB1485.DATUM ITEM on the data sheet items page.
 RB1485
 RB1485.The orthometric height was computed from unverified reset data.
 RB1485.No vertical observational check was made to the station.
 RB1485
 RB1485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RB1485
 RB1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1485
 RB1485.The ellipsoidal height was determined by GPS observations
 RB1485.and is referenced to NAD 83.
 RB1485
 RB1485.The geoid height was determined by GEOID03.
 RB1485
 RB1485;                    North         East     Units Scale Factor Converg.
 RB1485;SPC WA S     -    68,081.792   545,740.757   MT  0.99997669   +0 25 42.6
 RB1485;SPC WA S     -   223,365.01  1,790,484.47   sFT  0.99997669   +0 25 42.6
 RB1485;UTM  11      - 5,091,978.825   274,442.195   MT  1.00022549   -2 05 32.1
 RB1485
 RB1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1485!SPC WA S     -   0.99996438  x   0.99997669  =   0.99994107
 RB1485!UTM  11      -   0.99996438  x   1.00022549  =   1.00018986
 RB1485
 RB1485|---------------------------------------------------------------------|
 RB1485| PID    Reference Object                     Distance      Geod. Az  |
 RB1485|                                                           dddmmss.s |
 RB1485| RB1148 D 75                                167.180 METERS 03652     |
 RB1485| RB1487 D 75 2 RM 6                          10.780 METERS 14800     |
 RB1485| RB1484 BOARDMAN PGE COAL PLT STK           APPROX.29.0 KM 1634459.3 |
 RB1485| RB1146 734                                 APPROX. 2.0 KM 1781242.9 |
 RB1485| RB1486 D 75 2 RM 5                          10.754 METERS 31704     |
 RB1485|---------------------------------------------------------------------|
 RB1485
 RB1485                          SUPERSEDED SURVEY CONTROL
 RB1485
 RB1485  NAD 83(1991)-  45 56 39.53131(N)    119 54 36.32021(W) AD(       ) B
 RB1485  ELLIP H (05/29/91)  227.33   (m)                       GP(       ) 4 1
 RB1485  NAD 83(1986)-  45 56 39.54176(N)    119 54 36.31127(W) AD(       ) 2
 RB1485  NGVD 29 (12/17/02)  247.86   (m)          813.2    (f) RESET       3  
 RB1485
 RB1485.Superseded values are not recommended for survey control.
 RB1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1485.See file dsdata.txt to determine how the superseded data were derived.
 RB1485
 RB1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL7444291979(NAD 83)
 RB1485_MARKER: DH = HORIZONTAL CONTROL DISK
 RB1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1485_SP_SET: CONCRETE POST
 RB1485_STAMPING: D 75 2 1985
 RB1485_MARK LOGO: NGS   
 RB1485_MAGNETIC: N = NO MAGNETIC MATERIAL
 RB1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1485+STABILITY: SURFACE MOTION
 RB1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1485+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 RB1485
 RB1485  HISTORY     - Date     Condition        Report By
 RB1485  HISTORY     - 1985     MONUMENTED       NGS
 RB1485  HISTORY     - 19890810 GOOD             NGS
 RB1485  HISTORY     - 19901120 GOOD
 RB1485  HISTORY     - 19910901 GOOD             WA-077
 RB1485  HISTORY     - 19920819 GOOD             NGS
 RB1485
 RB1485                          STATION DESCRIPTION
 RB1485
 RB1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 RB1485'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI) SOUTH-SOUTHEAST OF
 RB1485'MABTON, 24.1 KM (15.0 MI) WEST OF PATTERSON, 12.9 KM (8.0 MI) NORTH
 RB1485'OF THE COLUMBIA RIVER, IN SECTION 2, T5N, R23E AND ON RIGHT-OF-WAY
 RB1485'FOR ALDER ROAD.
 RB1485'TO REACH FROM THE JUNCTION OF STATE ROUTES 14 AND 221 IN PATTERSON, GO
 RB1485'WEST ON STATE ROUTE 14 FOR 28.0 KM (17.4 MI) TO A SIDE ROAD RIGHT.
 RB1485'TURN RIGHT AND GO NORTH ON ALDERDALE ROAD FOR 2.57 KM (1.60 MI) TO A
 RB1485'FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH ON ALDERDALE ROAD FOR
 RB1485'10.14 KM (6.30 MI) TO A CURVE TO THE WEST AND THE STATION ON THE
 RB1485'LEFT.
 RB1485'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 RB1485'2 CM (1 INCH) ABOVE THE GROUND SURFACE.  IT IS 9.1 M (29.9 FT)
 RB1485'SOUTHWEST OF THE CENTER OF ALDERDALE ROAD AND 1.2 M (3.9 FT) NORTHEAST
 RB1485'OF A WITNESS POST SET IN THE RIGHT-OF-WAY FENCE.
 RB1485
 RB1485                          STATION RECOVERY (1990)
 RB1485
 RB1485'RECOVERED 1990
 RB1485'RECOVERED IN GOOD CONDITION.
 RB1485
 RB1485                          STATION RECOVERY (1991)
 RB1485
 RB1485'RECOVERY NOTE BY YAKIMA COUNTY WASHINGTON 1991
 RB1485'RECOVERED IN GOOD CONDITION.
 RB1485
 RB1485                          STATION RECOVERY (1992)
 RB1485
 RB1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 RB1485'STATION IS LOCATED ABOUT 25 KM (15.5 MI) WEST OF PATTERSON, 35 KM
 RB1485'(21.7 MI) NORTHEAST OF ROOSEVELT, 7 KM (4.3 MI) NORTH OF
 RB1485'ALDERDALE, ALONG A COUNTY ROAD, ON THE RIGHT-OF-WAY, ON THE INSIDE OF
 RB1485'A CURVE, ADJACENT TO A CULTIVATED FIELD.  OWNERSHIP--STATE DEPARTMENT
 RB1485'OF TRANSPORTATION.
 RB1485'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 221 AT PATTERSON,
 RB1485'GO WEST ON HIGHWAY 14 FOR 24.10 KM (14.98 MI) TO THE
 RB1485'KLICKITAT-BENTON COUNTY LINE.  CONTINUE AHEAD FOR 4.78 KM (2.97 MI)
 RB1485'TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON THE ALDERDALE-MABTON
 RB1485'ROAD FOR 5.60 KM (3.48 MI) TO SONOVA ROAD ON THE RIGHT AT
 RB1485'ALDERDALE.  CONTINUE AHEAD FOR 6.66 KM (4.14 MI) TO AN ELECTRIC
 RB1485'SUBSTATION ON THE LEFT. CONTINUE AHEAD FOR 0.67 KM (0.42 MI) TO
 RB1485'HIGH GROUND AND THE STATION ON THE LEFT.
 RB1485'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 RB1485'PROJECTING 5 CM ABOVE GROUND.  IT IS 8.0 M (26.2 FT) SOUTHWEST OF,
 RB1485'AND LEVEL WITH THE ROAD CENTER, 1.2 M (3.9 FT) NORTHEAST OF A
 RB1485'METAL WITNESS POST IN THE FENCE LINE, AND 128 M (419.9 FT)
 RB1485'NORTHWEST OF TELEPHONE PEDESTAL 062900.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1486 ***********************************************************************
 RB1486  DESIGNATION -  D 75 2 RM 5
 RB1486  PID         -  RB1486
 RB1486  STATE/COUNTY-  WA/KLICKITAT
 RB1486  USGS QUAD   -  PHINNY HILL (1993)
 RB1486
 RB1486                         *CURRENT SURVEY CONTROL
 RB1486  ___________________________________________________________________
 RB1486* NAD 83(1991)-  45 56 39.78634(N)    119 54 36.66024(W)     ADJUSTED  
 RB1486* NAVD 88     -       248.86   (meters)     816.5    (feet)  RESET     
 RB1486  ___________________________________________________________________
 RB1486  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 RB1486  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RB1486
 RB1486  HORZ ORDER  -  THIRD
 RB1486  VERT ORDER  -  THIRD
 RB1486
 RB1486.The horizontal coordinates were established by classical geodetic methods
 RB1486.and adjusted by the National Geodetic Survey in December 1991..
 RB1486.No horizontal observational check was made to the station.
 RB1486
 RB1486.The orthometric height was computed from unverified reset data.
 RB1486.No vertical observational check was made to the station.
 RB1486
 RB1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1486
 RB1486.The geoid height was determined by GEOID03.
 RB1486
 RB1486;                    North         East     Units Scale Factor Converg.
 RB1486;SPC WA S     -    68,089.582   545,733.401   MT  0.99997667   +0 25 42.4
 RB1486;SPC WA S     -   223,390.57  1,790,460.33   sFT  0.99997667   +0 25 42.4
 RB1486;UTM  11      - 5,091,986.932   274,435.187   MT  1.00022553   -2 05 32.4
 RB1486
 RB1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1486!SPC WA S     -   0.99996437  x   0.99997667  =   0.99994104
 RB1486!UTM  11      -   0.99996437  x   1.00022553  =   1.00018989
 RB1486
 RB1486                          SUPERSEDED SURVEY CONTROL
 RB1486
 RB1486  NAD 83(1991)-  45 56 39.78634(N)    119 54 36.66024(W) AD(       ) 4
 RB1486  NAD 83(1986)-  45 56 39.79679(N)    119 54 36.65130(W) AD(       ) 4
 RB1486  NGVD 29 (12/17/02)  247.84   (m)          813.1    (f) RESET       3  
 RB1486
 RB1486.Superseded values are not recommended for survey control.
 RB1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1486.See file dsdata.txt to determine how the superseded data were derived.
 RB1486
 RB1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL7443591987(NAD 83)
 RB1486_MARKER: DR = REFERENCE MARK DISK
 RB1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1486_SP_SET: CONCRETE POST
 RB1486_STAMPING: D 75 2 NO 5 1985
 RB1486_MARK LOGO: NGS   
 RB1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1486+STABILITY: SURFACE MOTION
 RB1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1486+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1989
 RB1486
 RB1486  HISTORY     - Date     Condition        Report By
 RB1486  HISTORY     - 1985     MONUMENTED       NGS
 RB1486  HISTORY     - 19890810 GOOD             NGS
 RB1486
 RB1486                          STATION DESCRIPTION
 RB1486
 RB1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 RB1486'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI) SOUTH-SOUTHEAST OF
 RB1486'MABTON, 24.1 KM (15.0 MI) WEST OF PATTERSON, 12.9 KM (8.0 MI) NORTH
 RB1486'OF THE COLUMBIA RIVER, IN SECTION 2, T5N, R23E AND ON RIGHT-OF-WAY
 RB1486'FOR ALDER ROAD.
 RB1486'TO REACH FROM THE JUNCTION OF STATE ROUTES 14 AND 221 IN PATTERSON, GO
 RB1486'WEST ON STATE ROUTE 14 FOR 28.0 KM (17.4 MI) TO A SIDE ROAD RIGHT.
 RB1486'TURN RIGHT AND GO NORTH ON ALDERDALE ROAD FOR 2.57 KM (1.60 MI) TO A
 RB1486'FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH ON ALDERDALE ROAD FOR
 RB1486'10.14 KM (6.30 MI) TO A CURVE TO THE WEST AND THE STATION ON THE
 RB1486'LEFT.
 RB1486'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 RB1486'3 CM (1 INCH) ABOVE THE GROUND SURFACE.  IT IS 8.5 M (27.9 FT)
 RB1486'SOUTHWEST OF THE CENTER OF ALDERDALE ROAD 11.0 M (36.1 FT)
 RB1486'SOUTH-SOUTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) NORTHEAST OF THE
 RB1486'RIGHT-OF-WAY FENCE AND 0.3 M (1.0 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1487 ***********************************************************************
 RB1487  DESIGNATION -  D 75 2 RM 6
 RB1487  PID         -  RB1487
 RB1487  STATE/COUNTY-  WA/KLICKITAT
 RB1487  USGS QUAD   -  PHINNY HILL (1993)
 RB1487
 RB1487                         *CURRENT SURVEY CONTROL
 RB1487  ___________________________________________________________________
 RB1487* NAD 83(1991)-  45 56 39.23523(N)    119 54 36.05502(W)     ADJUSTED  
 RB1487* NAVD 88     -       248.41   (meters)     815.0    (feet)  RESET     
 RB1487  ___________________________________________________________________
 RB1487  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 RB1487  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RB1487
 RB1487  HORZ ORDER  -  THIRD
 RB1487  VERT ORDER  -  THIRD
 RB1487
 RB1487.The horizontal coordinates were established by classical geodetic methods
 RB1487.and adjusted by the National Geodetic Survey in December 1991..
 RB1487.No horizontal observational check was made to the station.
 RB1487
 RB1487.The orthometric height was computed from unverified reset data.
 RB1487.No vertical observational check was made to the station.
 RB1487
 RB1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1487
 RB1487.The geoid height was determined by GEOID03.
 RB1487
 RB1487;                    North         East     Units Scale Factor Converg.
 RB1487;SPC WA S     -    68,072.665   545,746.563   MT  0.99997670   +0 25 42.8
 RB1487;SPC WA S     -   223,335.07  1,790,503.52   sFT  0.99997670   +0 25 42.8
 RB1487;UTM  11      - 5,091,969.448   274,447.595   MT  1.00022546   -2 05 31.9
 RB1487
 RB1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1487!SPC WA S     -   0.99996444  x   0.99997670  =   0.99994114
 RB1487!UTM  11      -   0.99996444  x   1.00022546  =   1.00018989
 RB1487
 RB1487                          SUPERSEDED SURVEY CONTROL
 RB1487
 RB1487  NAD 83(1991)-  45 56 39.23523(N)    119 54 36.05502(W) AD(       ) 4
 RB1487  NAD 83(1986)-  45 56 39.24567(N)    119 54 36.04608(W) AD(       ) 4
 RB1487  NGVD 29 (12/17/02)  247.39   (m)          811.6    (f) RESET       3  
 RB1487
 RB1487.Superseded values are not recommended for survey control.
 RB1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1487.See file dsdata.txt to determine how the superseded data were derived.
 RB1487
 RB1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL7444891969(NAD 83)
 RB1487_MARKER: DR = REFERENCE MARK DISK
 RB1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1487_SP_SET: CONCRETE POST
 RB1487_STAMPING: D 75 2 NO 6 1985
 RB1487_MARK LOGO: NGS   
 RB1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1487+STABILITY: SURFACE MOTION
 RB1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RB1487+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1989
 RB1487
 RB1487  HISTORY     - Date     Condition        Report By
 RB1487  HISTORY     - 1985     MONUMENTED       NGS
 RB1487  HISTORY     - 19890810 GOOD             NGS
 RB1487
 RB1487                          STATION DESCRIPTION
 RB1487
 RB1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 RB1487'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI) SOUTH-SOUTHEAST OF
 RB1487'MABTON, 24.1 KM (15.0 MI) WEST OF PATTERSON, 12.9 KM (8.0 MI) NORTH
 RB1487'OF THE COLUMBIA RIVER, IN SECTION 2, T5N, R23E AND ON RIGHT-OF-WAY
 RB1487'FOR ALDER ROAD.
 RB1487'TO REACH FROM THE JUNCTION OF STATE ROUTES 14 AND 221 IN PATTERSON, GO
 RB1487'WEST ON STATE ROUTE 14 FOR 28.0 KM (17.4 MI) TO A SIDE ROAD RIGHT.
 RB1487'TURN RIGHT AND GO NORTH ON ALDERDALE ROAD FOR 2.57 KM (1.60 MI) TO A
 RB1487'FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH ON ALDERDALE ROAD FOR
 RB1487'10.14 KM (6.30 MI) TO A CURVE TO THE WEST AND THE STATION ON THE
 RB1487'LEFT.
 RB1487'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 RB1487'5 CM (2 INCHES) ABOVE THE GROUND SURFACE.  IT IS 11 M (36.1 FT)
 RB1487'NORTH-NORTHWEST OF A WITNESS POST, 8.5 M (27.9 FT) SOUTHWEST OF THE
 RB1487'CENTER OF ALDERDALE ROAD, 0.3 M (1.0 FT) NORTHEAST OF THE
 RB1487'RIGHT-OF-WAY FENCE AND 0.15 M (0.49 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0409 ***********************************************************************
 SA0409  DESIGNATION -  D 76
 SA0409  PID         -  SA0409
 SA0409  STATE/COUNTY-  WA/WALLA WALLA
 SA0409  USGS QUAD   -  EUREKA (1991)
 SA0409
 SA0409                         *CURRENT SURVEY CONTROL
 SA0409  ___________________________________________________________________
 SA0409* NAD 83(1986)-  46 17 42.     (N)    118 34 04.     (W)     SCALED    
 SA0409* NAVD 88     -       299.817  (meters)     983.65   (feet)  ADJUSTED  
 SA0409  ___________________________________________________________________
 SA0409  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SA0409  DYNAMIC HT  -         299.813 (meters)     983.64  (feet)  COMP
 SA0409  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 SA0409
 SA0409  VERT ORDER  -  SECOND    CLASS 0
 SA0409
 SA0409.The horizontal coordinates were scaled from a topographic map and have
 SA0409.an estimated accuracy of +/- 6 seconds.
 SA0409
 SA0409.The orthometric height was determined by differential leveling
 SA0409.and adjusted by the National Geodetic Survey in June 1991..
 SA0409
 SA0409.The geoid height was determined by GEOID03.
 SA0409
 SA0409.The dynamic height is computed by dividing the NAVD 88
 SA0409.geopotential number by the normal gravity value computed on the
 SA0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0409.degrees latitude (g = 980.6199 gals.).
 SA0409
 SA0409.The modeled gravity was interpolated from observed gravity values.
 SA0409
 SA0409;                    North         East    Units  Estimated Accuracy
 SA0409;SPC WA S     -   108,710.      648,850.      MT  (+/- 180 meters Scaled)
 SA0409
 SA0409                          SUPERSEDED SURVEY CONTROL
 SA0409
 SA0409  NGVD 29 (??/??/92)  298.829  (m)          980.41   (f) ADJ UNCH    2 0
 SA0409
 SA0409.Superseded values are not recommended for survey control.
 SA0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0409.See file dsdata.txt to determine how the superseded data were derived.
 SA0409
 SA0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM792280(NAD 83)
 SA0409_MARKER: DB = BENCH MARK DISK
 SA0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0409_STAMPING: D 76 1934
 SA0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0409+STABILITY: SURFACE MOTION
 SA0409
 SA0409  HISTORY     - Date     Condition        Report By
 SA0409  HISTORY     - 1934     MONUMENTED       CGS
 SA0409  HISTORY     - 1952     GOOD             NGS
 SA0409  HISTORY     - 1965     MARK NOT FOUND   USGS
 SA0409  HISTORY     - 1983     MARK NOT FOUND   NGS
 SA0409  HISTORY     - 20040229 MARK NOT FOUND   GEOCAC
 SA0409
 SA0409                          STATION DESCRIPTION
 SA0409
 SA0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SA0409'2.9 MI E FROM EUREKA.
 SA0409'0.7 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT EUREKA,
 SA0409'THENCE 2.2 MILES EAST ALONG STATE HIGHWAY 3 D, 7 RAILS WEST OF THE
 SA0409'UNION PACIFIC RAILWAY CROSSING AT WIG WAG SIGNAL 362, 38.2 FEET
 SA0409'SOUTHEAST OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A CULVERT
 SA0409'UNDER THE TRACKS, 37.2 FEET SOUTH OF THE SOUTH RAIL, 21 FEET NORTH OF
 SA0409'THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF A WITNESS POST,
 SA0409'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SA0409'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SA0409
 SA0409                          STATION RECOVERY (1965)
 SA0409
 SA0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA0409'MARK NOT FOUND.
 SA0409
 SA0409                          STATION RECOVERY (1983)
 SA0409
 SA0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SA0409'MARK NOT FOUND.
 SA0409
 SA0409                          STATION RECOVERY (2004)
 SA0409
 SA0409'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0409'NOT FOUND. RR TRACKS HAVE BEEN REMOVED. DESCRIPTOR CONCRETE HEADWALL
 SA0409'NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1473 ***********************************************************************
 SC1473  DESIGNATION -  D 8 USE 1912
 SC1473  PID         -  SC1473
 SC1473  STATE/COUNTY-  WA/COWLITZ
 SC1473  USGS QUAD   -  RAINIER (1990)
 SC1473
 SC1473                         *CURRENT SURVEY CONTROL
 SC1473  ___________________________________________________________________
 SC1473* NAD 83(1991)-  46 04 41.07445(N)    122 53 12.21507(W)     ADJUSTED  
 SC1473* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC1473  ___________________________________________________________________
 SC1473  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 SC1473  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SC1473
 SC1473  HORZ ORDER  -  THIRD
 SC1473
 SC1473.The horizontal coordinates were established by classical geodetic methods
 SC1473.and adjusted by the National Geodetic Survey in December 1991..
 SC1473
 SC1473.The orthometric height was scaled from a topographic map.
 SC1473
 SC1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1473
 SC1473.The geoid height was determined by GEOID03.
 SC1473
 SC1473;                    North         East     Units Scale Factor Converg.
 SC1473;SPC WA S     -    85,570.952   315,413.271   MT  0.99995350   -1 44 01.3
 SC1473;SPC WA S     -   280,744.03  1,034,818.37   sFT  0.99995350   -1 44 01.3
 SC1473;SPC OR N     -   270,700.082 2,315,399.530   MT  1.00002079   -1 41 33.5
 SC1473;SPC OR N     -   888,123.63  7,596,455.15   iFT  1.00002079   -1 41 33.5
 SC1473;UTM  10      - 5,102,728.593   508,758.691   MT  0.99960094   +0 04 53.7
 SC1473
 SC1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1473!SPC WA S     -   1.00000323  x   0.99995350  =   0.99995673
 SC1473!SPC OR N     -   1.00000323  x   1.00002079  =   1.00002402
 SC1473!UTM  10      -   1.00000323  x   0.99960094  =   0.99960417
 SC1473
 SC1473:                Primary Azimuth Mark                     Grid Az
 SC1473:SPC WA S     -  D 6 USE 1912                             152 05 57.4
 SC1473:SPC OR N     -  D 6 USE 1912                             152 03 29.6
 SC1473:UTM  10      -  D 6 USE 1912                             150 17 02.4
 SC1473
 SC1473|---------------------------------------------------------------------|
 SC1473| PID    Reference Object                     Distance      Geod. Az  |
 SC1473|                                                           dddmmss.s |
 SC1473| SC1491 D 6 USE 1912                        APPROX. 1.1 KM 1502156.1 |
 SC1473|---------------------------------------------------------------------|
 SC1473
 SC1473                          SUPERSEDED SURVEY CONTROL
 SC1473
 SC1473  NAD 83(1991)-  46 04 41.07445(N)    122 53 12.21507(W) AD(       ) 3
 SC1473  NAD 83(1986)-  46 04 41.09078(N)    122 53 12.21071(W) AD(       ) 3
 SC1473  NAD 27      -  46 04 41.68200(N)    122 53 07.81895(W) AD(       ) 3
 SC1473
 SC1473.Superseded values are not recommended for survey control.
 SC1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1473.See file dsdata.txt to determine how the superseded data were derived.
 SC1473
 SC1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0875902729(NAD 83)
 SC1473
 SC1473  HISTORY     - Date     Condition        Report By
 SC1473  HISTORY     - 1912     MONUMENTED       USE
 SC1473  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC1473
 SC1473                          STATION DESCRIPTION
 SC1473
 SC1473'DESCRIBED BY US ENGINEERS 1912
 SC1473'ABOUT MIDWAY OF THE W SHORE OF COTTONWOOD ISLAND AND 30 METERS
 SC1473'INSHORE FROM THE HIGH-WATER LINE.  THE STATION IS MARKED BY AN
 SC1473'IRON PIPE 3 FEET LONG SET IN A PIER OF CONCRETE WHICH IS ABOUT
 SC1473'1 FOOT SQUARE AT THE SURFACE OF THE GROUND AND APPROXIMATELY 8
 SC1473'INCHES DEEP.  THE PIPE PROJECTS FROM 4 TO 8 INCHES ABOVE THE
 SC1473'CEMENT.  THE TOP OF THE PIER BEARS THE INSCRIPTION U.S.E. AND
 SC1473'THE NAME OF THE STATION.  THERE IS NO UNDERGROUND MARK.
 SC1473'
 SC1473'THE FOLLOWING DISTANCES ARE GIVEN--
 SC1473'
 SC1473'COTTONWOOD ISLAND UPPER RANGE REAR LIGHT 1913 W 38.31 METERS.
 SC1473'
 SC1473'NAIL IN A BLAZE IN A LARGE COTTONWOOD NNW 12.34 METERS.
 SC1473'
 SC1473'NAIL IN A BLAZE IN A CROOKED COTTONWOOD N 20.79 METERS.
 SC1473'
 SC1473'NAIL IN A BLAZE IN A COTTONWOOD E 17.07 METERS.
 SC1473
 SC1473                          STATION RECOVERY (1951)
 SC1473
 SC1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC1473'THE BANK HAS ERODED AWAY, AND IT IS NOW SLIGHTLY BACK OF THE
 SC1473'LOCATION OF THE STATION.  THE STATION IS BELIEVED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0598 ***********************************************************************
 SA0598  DESIGNATION -  D 802
 SA0598  PID         -  SA0598
 SA0598  STATE/COUNTY-  WA/ADAMS
 SA0598  USGS QUAD   -  ROXBORO (1970)
 SA0598
 SA0598                         *CURRENT SURVEY CONTROL
 SA0598  ___________________________________________________________________
 SA0598* NAD 83(1986)-  46 56 58.     (N)    118 50 30.     (W)     SCALED    
 SA0598* NAVD 88     -       381.07   (+/-2cm)    1250.2    (feet)  VERTCON   
 SA0598  ___________________________________________________________________
 SA0598  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 SA0598
 SA0598  VERT ORDER  -  ? (See Below)
 SA0598
 SA0598.The horizontal coordinates were scaled from a topographic map and have
 SA0598.an estimated accuracy of +/- 6 seconds.
 SA0598
 SA0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0598.The vertical order pertains to the NGVD 29 superseded value.
 SA0598
 SA0598.The geoid height was determined by GEOID03.
 SA0598
 SA0598;                    North         East    Units  Estimated Accuracy
 SA0598;SPC WA S     -   180,960.      626,230.      MT  (+/- 180 meters Scaled)
 SA0598
 SA0598                          SUPERSEDED SURVEY CONTROL
 SA0598
 SA0598  NGVD 29 (??/??/92)  379.953  (m)         1246.56   (f) ADJ UNCH    ?  
 SA0598
 SA0598.Superseded values are not recommended for survey control.
 SA0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0598.See file dsdata.txt to determine how the superseded data were derived.
 SA0598
 SA0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN598011(NAD 83)
 SA0598_MARKER: R = RIVET
 SA0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0598_SP_SET: CONCRETE BASE
 SA0598_STAMPING: F 802
 SA0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0598
 SA0598  HISTORY     - Date     Condition        Report By
 SA0598  HISTORY     - UNK      MONUMENTED       BOR
 SA0598  HISTORY     - 1936     GOOD             NGS
 SA0598  HISTORY     - 1970     MARK NOT FOUND   USGS
 SA0598
 SA0598                          STATION DESCRIPTION
 SA0598
 SA0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SA0598'0.2 MI E FROM ROXBORO.
 SA0598'0.2 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SA0598'RAILWAY FROM ROXBORO, AT THE EAST END OF ROXBORO SIDING, AT SIGNAL
 SA0598'80/5, AND ON THE TOP OF THE NORTH SIDE OF THE CONCRETE BASE.
 SA0598
 SA0598                          STATION RECOVERY (1970)
 SA0598
 SA0598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SA0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0828 ***********************************************************************
 SA0828  DESIGNATION -  D 9
 SA0828  PID         -  SA0828
 SA0828  STATE/COUNTY-  WA/FRANKLIN
 SA0828  USGS QUAD   -  GLADE (1992)
 SA0828
 SA0828                         *CURRENT SURVEY CONTROL
 SA0828  ___________________________________________________________________
 SA0828* NAD 83(1986)-  46 16 50.     (N)    119 06 28.     (W)     SCALED    
 SA0828* NAVD 88     -       128.619  (meters)     421.98   (feet)  ADJUSTED  
 SA0828  ___________________________________________________________________
 SA0828  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA0828  DYNAMIC HT  -         128.624 (meters)     421.99  (feet)  COMP
 SA0828  MODELED GRAV-     980,649.6   (mgal)                       NAVD 88
 SA0828
 SA0828  VERT ORDER  -  FIRST     CLASS II
 SA0828
 SA0828.The horizontal coordinates were scaled from a topographic map and have
 SA0828.an estimated accuracy of +/- 6 seconds.
 SA0828
 SA0828.The orthometric height was determined by differential leveling
 SA0828.and adjusted by the National Geodetic Survey in June 1991..
 SA0828
 SA0828.The geoid height was determined by GEOID03.
 SA0828
 SA0828.The dynamic height is computed by dividing the NAVD 88
 SA0828.geopotential number by the normal gravity value computed on the
 SA0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0828.degrees latitude (g = 980.6199 gals.).
 SA0828
 SA0828.The modeled gravity was interpolated from observed gravity values.
 SA0828
 SA0828;                    North         East    Units  Estimated Accuracy
 SA0828;SPC WA S     -   106,230.      607,290.      MT  (+/- 180 meters Scaled)
 SA0828
 SA0828                          SUPERSEDED SURVEY CONTROL
 SA0828
 SA0828  NGVD 29 (??/??/92)  127.592  (m)          418.61   (f) ADJ UNCH    1 2
 SA0828
 SA0828.Superseded values are not recommended for survey control.
 SA0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0828.See file dsdata.txt to determine how the superseded data were derived.
 SA0828
 SA0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM376273(NAD 83)
 SA0828_MARKER: R = RIVET
 SA0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0828_SP_SET: CONCRETE BASE
 SA0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0828
 SA0828  HISTORY     - Date     Condition        Report By
 SA0828  HISTORY     - UNK      MONUMENTED       BOR
 SA0828  HISTORY     - 1944     GOOD             NGS
 SA0828  HISTORY     - 1973     MARK NOT FOUND   USGS
 SA0828
 SA0828                          STATION DESCRIPTION
 SA0828
 SA0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SA0828'3.4 MI N FROM PASCO.
 SA0828'ALONG THE NORTHERN PACIFIC RAILROAD 3.4 MILES NORTH OF THE STATION AT
 SA0828'PASCO, 0.3 MILE NORTH OF CONCRETE OVER PASS, 0.2 MILE SOUTH OF
 SA0828'MILEPOST 142, 46.5 FEET WEST OF TELEGRAPH POLE, 9.3 FEET WEST OF WEST
 SA0828'RAIL, 1 FOOT ABOVE THE RAILROAD, A COPPER RIVET IN THE NORTHWEST
 SA0828'CORNER OF THE CONCRETE BASE OF SIGNAL TOWER 142.1.  NOTE-- NEW RR
 SA0828'ALINGNMENT AND GRADE IN AREA.  SIGNAL 1421 HAS BEEN REMOVED.
 SA0828
 SA0828                          STATION RECOVERY (1973)
 SA0828
 SA0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SA0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4382 ***********************************************************************
 SY4382  DESIGNATION -  D BOEING 1953
 SY4382  PID         -  SY4382
 SY4382  STATE/COUNTY-  WA/KING
 SY4382  USGS QUAD   -  POVERTY BAY (1994)
 SY4382
 SY4382                         *CURRENT SURVEY CONTROL
 SY4382  ___________________________________________________________________
 SY4382* NAD 83(1991)-  47 31 35.07724(N)    122 18 01.22162(W)     ADJUSTED  
 SY4382* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY4382  ___________________________________________________________________
 SY4382  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 SY4382  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 SY4382
 SY4382  HORZ ORDER  -  SECOND
 SY4382
 SY4382.This mark is at Boeing Fld/king Co Intl Airport (BFI)
 SY4382
 SY4382.The horizontal coordinates were established by classical geodetic methods
 SY4382.and adjusted by the National Geodetic Survey in December 1991..
 SY4382
 SY4382.The orthometric height was scaled from a topographic map.
 SY4382
 SY4382.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4382
 SY4382.The geoid height was determined by GEOID03.
 SY4382
 SY4382;                    North         East     Units Scale Factor Converg.
 SY4382;SPC WA N     -    59,580.394   389,533.199   MT  0.99999518   -1 05 32.0
 SY4382;SPC WA N     -   195,473.34  1,277,993.50   sFT  0.99999518   -1 05 32.0
 SY4382;UTM  10      - 5,263,902.075   552,667.299   MT  0.99963409   +0 30 57.9
 SY4382
 SY4382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4382!SPC WA N     -   1.00000301  x   0.99999518  =   0.99999819
 SY4382!UTM  10      -   1.00000301  x   0.99963409  =   0.99963710
 SY4382
 SY4382:                Primary Azimuth Mark                     Grid Az
 SY4382:SPC WA N     -  E PRIME BOEING 1953                      151 17 56.4
 SY4382:UTM  10      -  E PRIME BOEING 1953                      149 41 26.5
 SY4382
 SY4382|---------------------------------------------------------------------|
 SY4382| PID    Reference Object                     Distance      Geod. Az  |
 SY4382|                                                           dddmmss.s |
 SY4382| SY4377 E PRIME BOEING 1953                 APPROX. 0.5 KM 1501224.4 |
 SY4382| SY4399 C BOEING 1953                       449.131 METERS 3301222.2 |
 SY4382|---------------------------------------------------------------------|
 SY4382
 SY4382                          SUPERSEDED SURVEY CONTROL
 SY4382
 SY4382  NAD 83(1986)-  47 31 35.07120(N)    122 18 01.22925(W) AD(       ) 2
 SY4382  NAD 27      -  47 31 35.71400(N)    122 17 56.78200(W) AD(       ) 2
 SY4382
 SY4382.Superseded values are not recommended for survey control.
 SY4382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4382.See file dsdata.txt to determine how the superseded data were derived.
 SY4382
 SY4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5266763902(NAD 83)
 SY4382_MARKER: Z = SEE DESCRIPTION
 SY4382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4382
 SY4382  HISTORY     - Date     Condition        Report By
 SY4382  HISTORY     - 1953     MONUMENTED       CGS
 SY4382  HISTORY     - 1960     GOOD             LOCENG
 SY4382  HISTORY     - 1963     GOOD             CGS
 SY4382  HISTORY     - 1966     GOOD             CGS
 SY4382  HISTORY     - 1969     GOOD             CGS
 SY4382
 SY4382                          STATION DESCRIPTION
 SY4382
 SY4382'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 SY4382'STATION IS IN SEATTLE NEAR THE MAIN RUNWAY OF BOEING FIELD (KING
 SY4382'COUNTY AIRPORT).  STARTING AT THE NW END IT IS FOURTH
 SY4382'MONUMENT OF SIX MONUMENTS ON LINE, WHICH MARK A MEASURED BASE
 SY4382'LINE RUNNING PARALLEL TO THE MAIN RUNWAY, EXACTLY 200 FEET
 SY4382'SOUTHWEST OF THE CENTERLINE.  THE MARK IS A 3/8 INCH COPPER PLUG
 SY4382'IN THE TOP OF 4X4X6-INCH CONCRETE MONUMENT CEMENTED FLUSH IN
 SY4382'THE ASPHALT PAVING OF THE TAXI STRIP.
 SY4382'
 SY4382'ANGLES OBSERVED BY GARDNER AND HITCHINGS, INC.
 SY4382
 SY4382                          STATION RECOVERY (1963)
 SY4382
 SY4382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4382'THE MARK IS 800 FEET SOUTH OF THE 5000-FOOT MARKER (FROM THE
 SY4382'NORTH END) ON TAXIWAY B-3, EAST OF THE NORTHWEST CORNER OF THE
 SY4382'SAN JOSE STEEL CO. WAREHOUSE.  IT IS 82.8 FEET WEST-NORTHWEST OF
 SY4382'LIGHT NO. 44, 69.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 SY4382'METAL COVER ON AN ELECTRICAL PULL BOX AND 2 FEET WEST OF THE
 SY4382'SOUTHWEST CORNER OF A LARGE RECTANGLE OF DARKER COLORED ASPHALT.
 SY4382'A LINE PROJECTED WEST ALONG THE SOUTH EDGE OF THE ASPHALT TAXIWAY
 SY4382'A-3 PASSES 6 INCHES SOUTH OF THE MARK.  THE CONCRETE TAXIWAY
 SY4382'HAS BEEN COVERED WITH ABOUT 1/2 INCH ASPHALT OVERLAY, AND A
 SY4382'SMALL SQUARE HOLE HAS BEEN CUT THROUGH THIS OVERLAY.  THE
 SY4382'COPPER PLUG WHICH MARKS THE STATION IS IN THE NORTHWEST CORNER
 SY4382'OF THIS SQUARE HOLE.
 SY4382
 SY4382                          STATION RECOVERY (1966)
 SY4382
 SY4382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SY4382'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SY4382'M.E.W. IN 1963.  NOTE--THE AREA AROUND THE STATION HAS BEEN
 SY4382'PAINTED WITH YELLOW PAINT AND THE LETTER D BESIDE IT.
 SY4382
 SY4382                          STATION RECOVERY (1969)
 SY4382
 SY4382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 SY4382'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SY4382'MEW IN 1963.
 SY4382'
 SY4382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4382'AT BOEING FIELD INTERNATIONAL AIRPORT (KING CO.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2218 ***********************************************************************
 SA2218  DESIGNATION -  D EWART
 SA2218  PID         -  SA2218
 SA2218  STATE/COUNTY-  WA/FRANKLIN
 SA2218  USGS QUAD   -  COLUMBIA POINT (1992)
 SA2218
 SA2218                         *CURRENT SURVEY CONTROL
 SA2218  ___________________________________________________________________
 SA2218* NAD 83(1991)-  46 19 32.21171(N)    119 14 52.24374(W)     ADJUSTED  
 SA2218* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 SA2218  ___________________________________________________________________
 SA2218  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 SA2218  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SA2218
 SA2218  HORZ ORDER  -  SECOND
 SA2218
 SA2218.The horizontal coordinates were established by classical geodetic methods
 SA2218.and adjusted by the National Geodetic Survey in December 1991..
 SA2218
 SA2218.The orthometric height was scaled from a topographic map.
 SA2218
 SA2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2218
 SA2218.The geoid height was determined by GEOID03.
 SA2218
 SA2218;                    North         East     Units Scale Factor Converg.
 SA2218;SPC WA S     -   111,056.785   596,414.177   MT  0.99992480   +0 54 34.4
 SA2218;SPC WA S     -   364,358.80  1,956,735.51   sFT  0.99992480   +0 54 34.4
 SA2218;UTM  11      - 5,132,682.066   326,969.936   MT  0.99996804   -1 37 34.4
 SA2218
 SA2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2218!SPC WA S     -   0.99997989  x   0.99992480  =   0.99990469
 SA2218!UTM  11      -   0.99997989  x   0.99996804  =   0.99994793
 SA2218
 SA2218:                Primary Azimuth Mark                     Grid Az
 SA2218:SPC WA S     -  RECLAIM                                  176 02 12.2
 SA2218:UTM  11      -  RECLAIM                                  178 34 21.0
 SA2218
 SA2218|---------------------------------------------------------------------|
 SA2218| PID    Reference Object                     Distance      Geod. Az  |
 SA2218|                                                           dddmmss.s |
 SA2218| SA2216 RECLAIM                             APPROX. 1.5 KM 1765646.6 |
 SA2218|---------------------------------------------------------------------|
 SA2218
 SA2218                          SUPERSEDED SURVEY CONTROL
 SA2218
 SA2218  NAD 83(1991)-  46 19 32.21350(N)    119 14 52.24168(W) AD(       ) 2
 SA2218  NAD 83(1986)-  46 19 32.21952(N)    119 14 52.23571(W) AD(       ) 2
 SA2218  NAD 27      -  46 19 32.73800(N)    119 14 48.18100(W) AD(       ) 2
 SA2218
 SA2218.Superseded values are not recommended for survey control.
 SA2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2218.See file dsdata.txt to determine how the superseded data were derived.
 SA2218
 SA2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2697032682(NAD 83)
 SA2218_MARKER: Z = SEE DESCRIPTION
 SA2218_SETTING: 0 = UNSPECIFIED SETTING
 SA2218_STAMPING: D EWART 1949
 SA2218_MARK LOGO: USE   
 SA2218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2218
 SA2218  HISTORY     - Date     Condition        Report By
 SA2218  HISTORY     - 1949     MONUMENTED       USE
 SA2218  HISTORY     - 1972     SEE DESCRIPTION  BPA
 SA2218  HISTORY     - 1974     SEE DESCRIPTION  USGS
 SA2218
 SA2218                          STATION DESCRIPTION
 SA2218
 SA2218'DESCRIBED BY US ENGINEERS 1949 (WRG)
 SA2218'BEGIN AT INTERSECTION OF NORTH FOURTH AVENUE AND WEST LEWIS
 SA2218'STREET.  GO NORTH ALONG FOURTH AVENUE 0.8 MILES.  TURN LEFT, GO
 SA2218'WEST 4.1 MILES.  TURN RIGHT, GO NORTH 6.5 MILES.  TURN LEFT ON TO
 SA2218'GRAVEL ROAD, GO WESTERLY ACROSS IRRIGATION DITCH 0.5 MILES.  TURN
 SA2218'LEFT, FOLLOW ROAD ALONG IRRIGATION DITCH 0.2 MILES TO TRACK
 SA2218'ROAD.  TURN RIGHT, GO WESTERLY 0.4 MILES TO HOUSE.  LEAVE ROAD
 SA2218'CONTINUE WESTERLY ABOUT 500 FEET TO STATION.
 SA2218'
 SA2218'LOCATED ABOUT 600 FEET FROM RIVER BANK ON SHOULDER OF
 SA2218'HILL.  ABOUT 500 FEET NORTHWEST FROM HOUSE.  BRONZE DISC SET IN
 SA2218'CONCRETE MONUMENT, STAMPED D EWART 1949.
 SA2218
 SA2218                          STATION RECOVERY (1972)
 SA2218
 SA2218'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1972 (DL)
 SA2218'D EWART 1949 STATION FOUND IN GOOD CONDITION.
 SA2218'
 SA2218'A NEW TO-REACH DESCRIPTION FOLLOWS--
 SA2218'
 SA2218'TO REACH FROM 4TH AVENUE AND LEWIS STREET IN PASCO, WASHINGTON,
 SA2218'GO NORTH ON 4TH AVENUE 0.8 MILE TO COURT STREET.  TURN LEFT ON
 SA2218'COURT STREET AND GO 4.1 MILES WEST TO ROAD NO. 68.  TURN RIGHT ON
 SA2218'ROAD NO. 68 AND GO 4.1 MILES TO THREE FORKS.  TURN HARD LEFT ON
 SA2218'DENT ROAD AND GO 1.6 MILES TO RICHVIEW DRIVE.  TURN RIGHT ON
 SA2218'RICHVIEW DRIVE AND GO 1.9 MILES TO A DRIVEWAY LEFT AND A CURVE
 SA2218'RIGHT.  TURN LEFT ON DRIVEWAY AND GO 0.5 MILE TO FARM HOUSE AND
 SA2218'STATION 300 FEET WEST OF HOUSE ON SHOULDER RIVER BANK.
 SA2218
 SA2218                          STATION RECOVERY (1974)
 SA2218
 SA2218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA2218'PASCO COURTHOUSE, NORTH ON N. 4TH AVE 0.3 MI. INTERSECTION, TURN
 SA2218'LEFT, WEST ON COURT ST. 4.0 MI. INTERSECTION, TURN RIGHT, NORTH
 SA2218'ON ROAD 68 4.2 MI. TO FORK, TAKE LEFT FORK, NW ON ROAD 68 2.6
 SA2218'MI. INTERSECTION, TURN LEFT, WEST ON SELPH LANDING ROAD 0.9
 SA2218'MI. T-RD., TURN LEFT SOUTH ON DIRT ROAD TO HOUSE 0.25 MILE, 338
 SA2218'WEST BY NW OF NW CORNER OF HOUSE, 92 FT SE OF POWER POLE, A
 SA2218'STANDARD USCE DISK SET IN CONCRETE POST PROJECTING 0.6 FT.
 SA2218'ABOVE GROUND.  STAMPED D EWART 1949
 SA2218'
 SA2218'NOTE THIS MARK IS ABOUT 950 FT SE OF BM 509T USGS 190)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5560 ***********************************************************************
 SY5560  DESIGNATION -  DABOB BAY DOLPHIN ANTENNA
 SY5560  PID         -  SY5560
 SY5560  STATE/COUNTY-  WA/JEFFERSON
 SY5560  USGS QUAD   -  QUILCENE (1953)
 SY5560
 SY5560                         *CURRENT SURVEY CONTROL
 SY5560  ___________________________________________________________________
 SY5560* NAD 83(1991)-  47 47 12.73640(N)    122 49 21.49450(W)     ADJUSTED  
 SY5560* NAVD 88     -                                                        
 SY5560  ___________________________________________________________________
 SY5560  LAPLACE CORR-         -19.78  (seconds)                    DEFLEC99
 SY5560  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 SY5560
 SY5560  HORZ ORDER  -  THIRD
 SY5560
 SY5560.The horizontal coordinates were established by classical geodetic methods
 SY5560.and adjusted by the National Geodetic Survey in December 1991..
 SY5560
 SY5560
 SY5560.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5560
 SY5560.The geoid height was determined by GEOID03.
 SY5560
 SY5560;                    North         East     Units Scale Factor Converg.
 SY5560;SPC WA N     -    89,412.162   350,959.802   MT  0.99995886   -1 28 51.9
 SY5560;SPC WA N     -   293,346.40  1,151,440.62   sFT  0.99995886   -1 28 51.9
 SY5560;UTM  10      - 5,292,627.517   513,284.855   MT  0.99960217   +0 07 52.9
 SY5560
 SY5560                          SUPERSEDED SURVEY CONTROL
 SY5560
 SY5560  NAD 83(1986)-  47 47 12.73341(N)    122 49 21.50117(W) AD(       ) 4
 SY5560  NAD 27      -  47 47 13.39900(N)    122 49 16.94300(W) AD(       ) 3
 SY5560
 SY5560.Superseded values are not recommended for survey control.
 SY5560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5560.See file dsdata.txt to determine how the superseded data were derived.
 SY5560
 SY5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1328592628(NAD 83)
 SY5560
 SY5560  HISTORY     - Date     Condition        Report By
 SY5560  HISTORY     - UNK      MONUMENTED
 SY5560  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5560
 SY5560                          STATION DESCRIPTION
 SY5560
 SY5560'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5560'THE STATION IS LOST.  THE STATION WAS AN ANTENNA ON A 9-PILE
 SY5560'DOLPHIN IN DABOB BAY ABOUT 2-1/2 MILES NORTHEAST OF WHITNEY POINT
 SY5560'AND ABOUT 250 YARDS OFFSHORE (EAST OF) BOLTON PENINSULA.  THE
 SY5560'DOLPHIN STILL REMAINS BUT THE ANTENNA HAS BEEN REMOVED AND REPLACED
 SY5560'WITH A PRIVATE RANGE LIGHT AND TWO REVOLVING LIGHTS, ONE WITH A
 SY5560'GREEN LENS AND ONE WITH A RED LENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5490 ***********************************************************************
 SY5490  DESIGNATION -  DABOB BAY EAST DOLPHIN
 SY5490  PID         -  SY5490
 SY5490  STATE/COUNTY-  WA/JEFFERSON
 SY5490  USGS QUAD   -  SEABECK (1973)
 SY5490
 SY5490                         *CURRENT SURVEY CONTROL
 SY5490  ___________________________________________________________________
 SY5490* NAD 83(1991)-  47 42 46.38920(N)    122 49 15.29267(W)     ADJUSTED  
 SY5490* NAVD 88     -                                                        
 SY5490  ___________________________________________________________________
 SY5490  LAPLACE CORR-         -19.11  (seconds)                    DEFLEC99
 SY5490  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 SY5490
 SY5490  HORZ ORDER  -  THIRD
 SY5490
 SY5490.The horizontal coordinates were established by classical geodetic methods
 SY5490.and adjusted by the National Geodetic Survey in December 1991..
 SY5490
 SY5490
 SY5490.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5490
 SY5490.The geoid height was determined by GEOID03.
 SY5490
 SY5490;                    North         East     Units Scale Factor Converg.
 SY5490;SPC WA N     -    81,185.784   350,876.416   MT  0.99996710   -1 28 47.3
 SY5490;SPC WA N     -   266,357.03  1,151,167.04   sFT  0.99996710   -1 28 47.3
 SY5490;SPC WA S     -   267,073.544   325,848.235   MT  1.00010910   -1 41 09.2
 SY5490;SPC WA S     -   876,223.79  1,069,053.75   sFT  1.00010910   -1 41 09.2
 SY5490;UTM  10      - 5,284,405.015   513,432.916   MT  0.99960222   +0 07 56.9
 SY5490
 SY5490                          SUPERSEDED SURVEY CONTROL
 SY5490
 SY5490  NAD 83(1986)-  47 42 46.38585(N)    122 49 15.29981(W) AD(       ) 4
 SY5490  NAD 27      -  47 42 47.04900(N)    122 49 10.74700(W) AD(       ) 3
 SY5490
 SY5490.Superseded values are not recommended for survey control.
 SY5490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5490.See file dsdata.txt to determine how the superseded data were derived.
 SY5490
 SY5490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1343384405(NAD 83)
 SY5490
 SY5490  HISTORY     - Date     Condition        Report By
 SY5490  HISTORY     - UNK      MONUMENTED
 SY5490  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5490
 SY5490                          STATION DESCRIPTION
 SY5490
 SY5490'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5490'RECOVERED.  LOCATED ALONG THE EAST SHORE OF DABOB BAY, ABOUT 250
 SY5490'YARDS NORTHEAST OF ZELATCHED POINT AND ABOUT 100 YARDS OFFSHORE.
 SY5490'
 SY5490'THE STATION IS THE EAST ONE OF TWO LARGE PILE DOLPHINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5557 ***********************************************************************
 SY5557  DESIGNATION -  DABOB BAY RANGE MARKER
 SY5557  PID         -  SY5557
 SY5557  STATE/COUNTY-  WA/JEFFERSON
 SY5557  USGS QUAD   -  QUILCENE (1953)
 SY5557
 SY5557                         *CURRENT SURVEY CONTROL
 SY5557  ___________________________________________________________________
 SY5557* NAD 83(1991)-  47 47 26.63126(N)    122 49 17.38206(W)     ADJUSTED  
 SY5557* NAVD 88     -                                                        
 SY5557  ___________________________________________________________________
 SY5557  LAPLACE CORR-         -19.55  (seconds)                    DEFLEC99
 SY5557  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 SY5557
 SY5557  HORZ ORDER  -  THIRD
 SY5557
 SY5557.The horizontal coordinates were established by classical geodetic methods
 SY5557.and adjusted by the National Geodetic Survey in December 1991..
 SY5557
 SY5557
 SY5557.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5557
 SY5557.The geoid height was determined by GEOID03.
 SY5557
 SY5557;                    North         East     Units Scale Factor Converg.
 SY5557;SPC WA N     -    89,838.933   351,056.454   MT  0.99995847   -1 28 48.8
 SY5557;SPC WA N     -   294,746.57  1,151,757.72   sFT  0.99995847   -1 28 48.8
 SY5557;UTM  10      - 5,293,056.685   513,369.429   MT  0.99960220   +0 07 56.0
 SY5557
 SY5557                          SUPERSEDED SURVEY CONTROL
 SY5557
 SY5557  NAD 83(1986)-  47 47 26.62864(N)    122 49 17.38867(W) AD(       ) 4
 SY5557  NAD 27      -  47 47 27.29600(N)    122 49 12.83000(W) AD(       ) 3
 SY5557
 SY5557.Superseded values are not recommended for survey control.
 SY5557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5557.See file dsdata.txt to determine how the superseded data were derived.
 SY5557
 SY5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1336993057(NAD 83)
 SY5557
 SY5557  HISTORY     - Date     Condition        Report By
 SY5557  HISTORY     - UNK      MONUMENTED
 SY5557  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5557
 SY5557                          STATION DESCRIPTION
 SY5557
 SY5557'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5557'THE STATION IS LOST.  THE MARKER, A LIGHT, WAS LOCATED ON A 6-INCH
 SY5557'PIPE PILE.  THE LIGHT HAS BEEN REMOVED AS THE PILE WAS DAMAGED
 SY5557'DURING A STORM AND IS NOW LEANING TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5542 ***********************************************************************
 SY5542  DESIGNATION -  DABOB BAY TARGET 1
 SY5542  PID         -  SY5542
 SY5542  STATE/COUNTY-  WA/JEFFERSON
 SY5542  USGS QUAD   -  QUILCENE (1953)
 SY5542
 SY5542                         *CURRENT SURVEY CONTROL
 SY5542  ___________________________________________________________________
 SY5542* NAD 83(1991)-  47 45 41.79766(N)    122 47 57.91942(W)     ADJUSTED  
 SY5542* NAVD 88     -                                                        
 SY5542  ___________________________________________________________________
 SY5542  LAPLACE CORR-         -16.46  (seconds)                    DEFLEC99
 SY5542  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 SY5542
 SY5542  HORZ ORDER  -  THIRD
 SY5542
 SY5542.The horizontal coordinates were established by classical geodetic methods
 SY5542.and adjusted by the National Geodetic Survey in December 1991..
 SY5542
 SY5542
 SY5542.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5542
 SY5542.The geoid height was determined by GEOID03.
 SY5542
 SY5542;                    North         East     Units Scale Factor Converg.
 SY5542;SPC WA N     -    86,559.851   352,626.985   MT  0.99996149   -1 27 49.7
 SY5542;SPC WA N     -   283,988.44  1,156,910.37   sFT  0.99996149   -1 27 49.7
 SY5542;UTM  10      - 5,289,824.249   515,031.010   MT  0.99960278   +0 08 54.6
 SY5542
 SY5542                          SUPERSEDED SURVEY CONTROL
 SY5542
 SY5542  NAD 83(1986)-  47 45 41.79445(N)    122 47 57.92616(W) AD(       ) 4
 SY5542  NAD 27      -  47 45 42.45900(N)    122 47 53.37300(W) AD(       ) 3
 SY5542
 SY5542.Superseded values are not recommended for survey control.
 SY5542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5542.See file dsdata.txt to determine how the superseded data were derived.
 SY5542
 SY5542_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1503189824(NAD 83)
 SY5542
 SY5542  HISTORY     - Date     Condition        Report By
 SY5542  HISTORY     - UNK      MONUMENTED
 SY5542  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5542
 SY5542                          STATION DESCRIPTION
 SY5542
 SY5542'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5542'THE STATION WAS RECOVERED.  IT IS A TEMPORARY, 4 FOOT BY 4 FOOT
 SY5542'PLYWOOD DAYMARK, PAINTED WHITE WITH A BLACK CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5541 ***********************************************************************
 SY5541  DESIGNATION -  DABOB BAY TARGET 2
 SY5541  PID         -  SY5541
 SY5541  STATE/COUNTY-  WA/JEFFERSON
 SY5541  USGS QUAD   -  QUILCENE (1953)
 SY5541
 SY5541                         *CURRENT SURVEY CONTROL
 SY5541  ___________________________________________________________________
 SY5541* NAD 83(1991)-  47 45 29.52242(N)    122 47 55.62415(W)     ADJUSTED  
 SY5541* NAVD 88     -                                                        
 SY5541  ___________________________________________________________________
 SY5541  LAPLACE CORR-         -16.39  (seconds)                    DEFLEC99
 SY5541  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 SY5541
 SY5541  HORZ ORDER  -  THIRD
 SY5541
 SY5541.The horizontal coordinates were established by classical geodetic methods
 SY5541.and adjusted by the National Geodetic Survey in December 1991..
 SY5541
 SY5541
 SY5541.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5541
 SY5541.The geoid height was determined by GEOID03.
 SY5541
 SY5541;                    North         East     Units Scale Factor Converg.
 SY5541;SPC WA N     -    86,179.649   352,665.085   MT  0.99996186   -1 27 47.9
 SY5541;SPC WA N     -   282,741.07  1,157,035.37   sFT  0.99996186   -1 27 47.9
 SY5541;UTM  10      - 5,289,445.405   515,079.774   MT  0.99960279   +0 08 56.3
 SY5541
 SY5541                          SUPERSEDED SURVEY CONTROL
 SY5541
 SY5541  NAD 83(1986)-  47 45 29.51921(N)    122 47 55.63087(W) AD(       ) 4
 SY5541  NAD 27      -  47 45 30.18400(N)    122 47 51.07800(W) AD(       ) 3
 SY5541
 SY5541.Superseded values are not recommended for survey control.
 SY5541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5541.See file dsdata.txt to determine how the superseded data were derived.
 SY5541
 SY5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1508089445(NAD 83)
 SY5541
 SY5541  HISTORY     - Date     Condition        Report By
 SY5541  HISTORY     - UNK      MONUMENTED
 SY5541  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5541
 SY5541                          STATION DESCRIPTION
 SY5541
 SY5541'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5541'THE STATION IS LOST.  THE TARGET HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5544 ***********************************************************************
 SY5544  DESIGNATION -  DABOB BAY TARGET 3
 SY5544  PID         -  SY5544
 SY5544  STATE/COUNTY-  WA/JEFFERSON
 SY5544  USGS QUAD   -  QUILCENE (1953)
 SY5544
 SY5544                         *CURRENT SURVEY CONTROL
 SY5544  ___________________________________________________________________
 SY5544* NAD 83(1991)-  47 45 21.14504(N)    122 48 03.12544(W)     ADJUSTED  
 SY5544* NAVD 88     -                                                        
 SY5544  ___________________________________________________________________
 SY5544  LAPLACE CORR-         -16.51  (seconds)                    DEFLEC99
 SY5544  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 SY5544
 SY5544  HORZ ORDER  -  THIRD
 SY5544
 SY5544.The horizontal coordinates were established by classical geodetic methods
 SY5544.and adjusted by the National Geodetic Survey in December 1991..
 SY5544
 SY5544
 SY5544.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5544
 SY5544.The geoid height was determined by GEOID03.
 SY5544
 SY5544;                    North         East     Units Scale Factor Converg.
 SY5544;SPC WA N     -    85,925.001   352,502.306   MT  0.99996211   -1 27 53.5
 SY5544;SPC WA N     -   281,905.61  1,156,501.32   sFT  0.99996211   -1 27 53.5
 SY5544;UTM  10      - 5,289,186.370   514,924.280   MT  0.99960274   +0 08 50.7
 SY5544
 SY5544                          SUPERSEDED SURVEY CONTROL
 SY5544
 SY5544  NAD 83(1986)-  47 45 21.14183(N)    122 48 03.13217(W) AD(       ) 4
 SY5544  NAD 27      -  47 45 21.80700(N)    122 47 58.57900(W) AD(       ) 3
 SY5544
 SY5544.Superseded values are not recommended for survey control.
 SY5544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5544.See file dsdata.txt to determine how the superseded data were derived.
 SY5544
 SY5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1492489186(NAD 83)
 SY5544
 SY5544  HISTORY     - Date     Condition        Report By
 SY5544  HISTORY     - UNK      MONUMENTED
 SY5544  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5544
 SY5544                          STATION DESCRIPTION
 SY5544
 SY5544'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5544'THE STATION IS LOST.  THE TARGET HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5477 ***********************************************************************
 SY5477  DESIGNATION -  DABOB BAY TARGET 4
 SY5477  PID         -  SY5477
 SY5477  STATE/COUNTY-  WA/JEFFERSON
 SY5477  USGS QUAD   -  SEABECK (1973)
 SY5477
 SY5477                         *CURRENT SURVEY CONTROL
 SY5477  ___________________________________________________________________
 SY5477* NAD 83(1991)-  47 44 42.70331(N)    122 48 36.08226(W)     ADJUSTED  
 SY5477* NAVD 88     -                                                        
 SY5477  ___________________________________________________________________
 SY5477  LAPLACE CORR-         -17.20  (seconds)                    DEFLEC99
 SY5477  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 SY5477
 SY5477  HORZ ORDER  -  THIRD
 SY5477
 SY5477.The horizontal coordinates were established by classical geodetic methods
 SY5477.and adjusted by the National Geodetic Survey in December 1991..
 SY5477
 SY5477
 SY5477.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5477
 SY5477.The geoid height was determined by GEOID03.
 SY5477
 SY5477;                    North         East     Units Scale Factor Converg.
 SY5477;SPC WA N     -    84,755.756   351,785.679   MT  0.99996330   -1 28 18.1
 SY5477;SPC WA N     -   278,069.51  1,154,150.18   sFT  0.99996330   -1 28 18.1
 SY5477;UTM  10      - 5,287,997.854   514,241.081   MT  0.99960249   +0 08 26.2
 SY5477
 SY5477                          SUPERSEDED SURVEY CONTROL
 SY5477
 SY5477  NAD 83(1986)-  47 44 42.70009(N)    122 48 36.08909(W) AD(       ) 4
 SY5477  NAD 27      -  47 44 43.36600(N)    122 48 31.53500(W) AD(       ) 3
 SY5477
 SY5477.Superseded values are not recommended for survey control.
 SY5477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5477.See file dsdata.txt to determine how the superseded data were derived.
 SY5477
 SY5477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1424187998(NAD 83)
 SY5477
 SY5477  HISTORY     - Date     Condition        Report By
 SY5477  HISTORY     - UNK      MONUMENTED
 SY5477  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5477
 SY5477                          STATION DESCRIPTION
 SY5477
 SY5477'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5477'THE STATION IS LOST.  THE TARGET HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5495 ***********************************************************************
 SY5495  DESIGNATION -  DABOB BAY TARGET 5
 SY5495  PID         -  SY5495
 SY5495  STATE/COUNTY-  WA/JEFFERSON
 SY5495  USGS QUAD   -  SEABECK (1973)
 SY5495
 SY5495                         *CURRENT SURVEY CONTROL
 SY5495  ___________________________________________________________________
 SY5495* NAD 83(1991)-  47 44 31.44849(N)    122 48 31.28630(W)     ADJUSTED  
 SY5495* NAVD 88     -                                                        
 SY5495  ___________________________________________________________________
 SY5495  LAPLACE CORR-         -17.35  (seconds)                    DEFLEC99
 SY5495  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 SY5495
 SY5495  HORZ ORDER  -  THIRD
 SY5495
 SY5495.The horizontal coordinates were established by classical geodetic methods
 SY5495.and adjusted by the National Geodetic Survey in December 1991..
 SY5495
 SY5495
 SY5495.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5495
 SY5495.The geoid height was determined by GEOID03.
 SY5495
 SY5495;                    North         East     Units Scale Factor Converg.
 SY5495;SPC WA N     -    84,405.716   351,876.626   MT  0.99996365   -1 28 14.5
 SY5495;SPC WA N     -   276,921.09  1,154,448.56   sFT  0.99996365   -1 28 14.5
 SY5495;UTM  10      - 5,287,650.636   514,341.805   MT  0.99960253   +0 08 29.7
 SY5495
 SY5495                          SUPERSEDED SURVEY CONTROL
 SY5495
 SY5495  NAD 83(1986)-  47 44 31.44525(N)    122 48 31.29313(W) AD(       ) 4
 SY5495  NAD 27      -  47 44 32.11100(N)    122 48 26.73800(W) AD(       ) 3
 SY5495
 SY5495.Superseded values are not recommended for survey control.
 SY5495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5495.See file dsdata.txt to determine how the superseded data were derived.
 SY5495
 SY5495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1434287651(NAD 83)
 SY5495
 SY5495  HISTORY     - Date     Condition        Report By
 SY5495  HISTORY     - UNK      MONUMENTED
 SY5495  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5495
 SY5495                          STATION DESCRIPTION
 SY5495
 SY5495'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5495'THE STATION IS LOST.  THE TARGET HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5465 ***********************************************************************
 SY5465  DESIGNATION -  DABOB BAY TARGET 6
 SY5465  PID         -  SY5465
 SY5465  STATE/COUNTY-  WA/JEFFERSON
 SY5465  USGS QUAD   -  SEABECK (1973)
 SY5465
 SY5465                         *CURRENT SURVEY CONTROL
 SY5465  ___________________________________________________________________
 SY5465* NAD 83(1991)-  47 44 28.23908(N)    122 48 30.09577(W)     ADJUSTED  
 SY5465* NAVD 88     -                                                        
 SY5465  ___________________________________________________________________
 SY5465  LAPLACE CORR-         -17.74  (seconds)                    DEFLEC99
 SY5465  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 SY5465
 SY5465  HORZ ORDER  -  THIRD
 SY5465
 SY5465.The horizontal coordinates were established by classical geodetic methods
 SY5465.and adjusted by the National Geodetic Survey in December 1991..
 SY5465
 SY5465
 SY5465.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5465
 SY5465.The geoid height was determined by GEOID03.
 SY5465
 SY5465;                    North         East     Units Scale Factor Converg.
 SY5465;SPC WA N     -    84,305.993   351,898.875   MT  0.99996375   -1 28 13.6
 SY5465;SPC WA N     -   276,593.91  1,154,521.56   sFT  0.99996375   -1 28 13.6
 SY5465;UTM  10      - 5,287,551.615   514,366.842   MT  0.99960254   +0 08 30.6
 SY5465
 SY5465                          SUPERSEDED SURVEY CONTROL
 SY5465
 SY5465  NAD 83(1986)-  47 44 28.23583(N)    122 48 30.10260(W) AD(       ) 4
 SY5465  NAD 27      -  47 44 28.90100(N)    122 48 25.54800(W) AD(       ) 3
 SY5465
 SY5465.Superseded values are not recommended for survey control.
 SY5465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5465.See file dsdata.txt to determine how the superseded data were derived.
 SY5465
 SY5465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1436787552(NAD 83)
 SY5465
 SY5465  HISTORY     - Date     Condition        Report By
 SY5465  HISTORY     - UNK      MONUMENTED
 SY5465  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5465
 SY5465                          STATION DESCRIPTION
 SY5465
 SY5465'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5465'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 SY5465'WEST SIDE OF TOANDOS PENINSULA, ON THE EAST SIDE OF DABOB BAY ABOUT
 SY5465'1/2 MILE SOUTH OF TABOOK POINT.
 SY5465'
 SY5465'THE STATION IS A 24 INCH SQUARE DAYMARK, (WHITE WITH A BLACK
 SY5465'CROSS), ON TOP OF A 200 FOOT HIGH BLUFF, NAILED TO THE WEST SIDE
 SY5465'OF A TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5497 ***********************************************************************
 SY5497  DESIGNATION -  DABOB BAY TARGET 7
 SY5497  PID         -  SY5497
 SY5497  STATE/COUNTY-  WA/JEFFERSON
 SY5497  USGS QUAD   -  SEABECK (1973)
 SY5497
 SY5497                         *CURRENT SURVEY CONTROL
 SY5497  ___________________________________________________________________
 SY5497* NAD 83(1991)-  47 44 24.05531(N)    122 48 30.48964(W)     ADJUSTED  
 SY5497* NAVD 88     -                                                        
 SY5497  ___________________________________________________________________
 SY5497  LAPLACE CORR-         -17.85  (seconds)                    DEFLEC99
 SY5497  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 SY5497
 SY5497  HORZ ORDER  -  THIRD
 SY5497
 SY5497.The horizontal coordinates were established by classical geodetic methods
 SY5497.and adjusted by the National Geodetic Survey in December 1991..
 SY5497
 SY5497
 SY5497.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5497
 SY5497.The geoid height was determined by GEOID03.
 SY5497
 SY5497;                    North         East     Units Scale Factor Converg.
 SY5497;SPC WA N     -    84,177.036   351,887.357   MT  0.99996388   -1 28 13.9
 SY5497;SPC WA N     -   276,170.83  1,154,483.77   sFT  0.99996388   -1 28 13.9
 SY5497;UTM  10      - 5,287,422.432   514,358.959   MT  0.99960253   +0 08 30.3
 SY5497
 SY5497                          SUPERSEDED SURVEY CONTROL
 SY5497
 SY5497  NAD 83(1986)-  47 44 24.05205(N)    122 48 30.49646(W) AD(       ) 4
 SY5497  NAD 27      -  47 44 24.71700(N)    122 48 25.94200(W) AD(       ) 3
 SY5497
 SY5497.Superseded values are not recommended for survey control.
 SY5497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5497.See file dsdata.txt to determine how the superseded data were derived.
 SY5497
 SY5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1435987422(NAD 83)
 SY5497
 SY5497  HISTORY     - Date     Condition        Report By
 SY5497  HISTORY     - UNK      MONUMENTED
 SY5497  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5497
 SY5497                          STATION DESCRIPTION
 SY5497
 SY5497'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5497'THE STATION IS LOST.  THE TARGET HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5499 ***********************************************************************
 SY5499  DESIGNATION -  DABOB BAY TARGET 8
 SY5499  PID         -  SY5499
 SY5499  STATE/COUNTY-  WA/JEFFERSON
 SY5499  USGS QUAD   -  SEABECK (1973)
 SY5499
 SY5499                         *CURRENT SURVEY CONTROL
 SY5499  ___________________________________________________________________
 SY5499* NAD 83(1991)-  47 44 22.31794(N)    122 48 28.47453(W)     ADJUSTED  
 SY5499* NAVD 88     -                                                        
 SY5499  ___________________________________________________________________
 SY5499  LAPLACE CORR-         -17.87  (seconds)                    DEFLEC99
 SY5499  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 SY5499
 SY5499  HORZ ORDER  -  THIRD
 SY5499
 SY5499.The horizontal coordinates were established by classical geodetic methods
 SY5499.and adjusted by the National Geodetic Survey in December 1991..
 SY5499
 SY5499
 SY5499.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5499
 SY5499.The geoid height was determined by GEOID03.
 SY5499
 SY5499;                    North         East     Units Scale Factor Converg.
 SY5499;SPC WA N     -    84,122.320   351,927.946   MT  0.99996394   -1 28 12.4
 SY5499;SPC WA N     -   275,991.31  1,154,616.94   sFT  0.99996394   -1 28 12.4
 SY5499;UTM  10      - 5,287,368.899   514,401.056   MT  0.99960255   +0 08 31.8
 SY5499
 SY5499                          SUPERSEDED SURVEY CONTROL
 SY5499
 SY5499  NAD 83(1986)-  47 44 22.31468(N)    122 48 28.48135(W) AD(       ) 4
 SY5499  NAD 27      -  47 44 22.98000(N)    122 48 23.92700(W) AD(       ) 3
 SY5499
 SY5499.Superseded values are not recommended for survey control.
 SY5499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5499.See file dsdata.txt to determine how the superseded data were derived.
 SY5499
 SY5499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1440187369(NAD 83)
 SY5499
 SY5499  HISTORY     - Date     Condition        Report By
 SY5499  HISTORY     - UNK      MONUMENTED
 SY5499  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5499
 SY5499                          STATION DESCRIPTION
 SY5499
 SY5499'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5499'THE STATION IS LOST.  THE TARGET HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5486 ***********************************************************************
 SY5486  DESIGNATION -  DABOB BAY TARGET 9
 SY5486  PID         -  SY5486
 SY5486  STATE/COUNTY-  WA/JEFFERSON
 SY5486  USGS QUAD   -  SEABECK (1973)
 SY5486
 SY5486                         *CURRENT SURVEY CONTROL
 SY5486  ___________________________________________________________________
 SY5486* NAD 83(1991)-  47 44 16.56395(N)    122 48 25.28062(W)     ADJUSTED  
 SY5486* NAVD 88     -                                                        
 SY5486  ___________________________________________________________________
 SY5486  LAPLACE CORR-         -17.92  (seconds)                    DEFLEC99
 SY5486  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 SY5486
 SY5486  HORZ ORDER  -  THIRD
 SY5486
 SY5486.The horizontal coordinates were established by classical geodetic methods
 SY5486.and adjusted by the National Geodetic Survey in December 1991..
 SY5486
 SY5486
 SY5486.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5486
 SY5486.The geoid height was determined by GEOID03.
 SY5486
 SY5486;                    North         East     Units Scale Factor Converg.
 SY5486;SPC WA N     -    83,942.968   351,989.905   MT  0.99996412   -1 28 10.0
 SY5486;SPC WA N     -   275,402.89  1,154,820.21   sFT  0.99996412   -1 28 10.0
 SY5486;UTM  10      - 5,287,191.425   514,468.013   MT  0.99960257   +0 08 34.1
 SY5486
 SY5486                          SUPERSEDED SURVEY CONTROL
 SY5486
 SY5486  NAD 83(1986)-  47 44 16.56068(N)    122 48 25.28746(W) AD(       ) 4
 SY5486  NAD 27      -  47 44 17.22500(N)    122 48 20.73300(W) AD(       ) 3
 SY5486
 SY5486.Superseded values are not recommended for survey control.
 SY5486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5486.See file dsdata.txt to determine how the superseded data were derived.
 SY5486
 SY5486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1446887191(NAD 83)
 SY5486
 SY5486  HISTORY     - Date     Condition        Report By
 SY5486  HISTORY     - UNK      MONUMENTED
 SY5486  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5486
 SY5486                          STATION DESCRIPTION
 SY5486
 SY5486'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5486'THE STATION IS LOST.  THE TARGET HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5492 ***********************************************************************
 SY5492  DESIGNATION -  DABOB BAY WEST DOLPHIN
 SY5492  PID         -  SY5492
 SY5492  STATE/COUNTY-  WA/JEFFERSON
 SY5492  USGS QUAD   -  SEABECK (1973)
 SY5492
 SY5492                         *CURRENT SURVEY CONTROL
 SY5492  ___________________________________________________________________
 SY5492* NAD 83(1991)-  47 42 46.28778(N)    122 49 16.22611(W)     ADJUSTED  
 SY5492* NAVD 88     -                                                        
 SY5492  ___________________________________________________________________
 SY5492  LAPLACE CORR-         -19.13  (seconds)                    DEFLEC99
 SY5492  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 SY5492
 SY5492  HORZ ORDER  -  THIRD
 SY5492
 SY5492.The horizontal coordinates were established by classical geodetic methods
 SY5492.and adjusted by the National Geodetic Survey in December 1991..
 SY5492
 SY5492
 SY5492.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5492
 SY5492.The geoid height was determined by GEOID03.
 SY5492
 SY5492;                    North         East     Units Scale Factor Converg.
 SY5492;SPC WA N     -    81,183.155   350,856.885   MT  0.99996710   -1 28 48.0
 SY5492;SPC WA N     -   266,348.40  1,151,102.96   sFT  0.99996710   -1 28 48.0
 SY5492;SPC WA S     -   267,070.986   325,828.692   MT  1.00010909   -1 41 09.9
 SY5492;SPC WA S     -   876,215.39  1,068,989.63   sFT  1.00010909   -1 41 09.9
 SY5492;UTM  10      - 5,284,401.839   513,413.474   MT  0.99960221   +0 07 56.3
 SY5492
 SY5492                          SUPERSEDED SURVEY CONTROL
 SY5492
 SY5492  NAD 83(1986)-  47 42 46.28443(N)    122 49 16.23326(W) AD(       ) 4
 SY5492  NAD 27      -  47 42 46.94700(N)    122 49 11.68000(W) AD(       ) 3
 SY5492
 SY5492.Superseded values are not recommended for survey control.
 SY5492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5492.See file dsdata.txt to determine how the superseded data were derived.
 SY5492
 SY5492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1341384402(NAD 83)
 SY5492
 SY5492  HISTORY     - Date     Condition        Report By
 SY5492  HISTORY     - UNK      MONUMENTED
 SY5492  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5492
 SY5492                          STATION DESCRIPTION
 SY5492
 SY5492'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5492'RECOVERED.  LOCATED ALONG THE EAST SHORE OF DABOB BAY ABOUT 250
 SY5492'YARDS NORTHEAST OF ZELATCHED POINT AND ABOUT 100 YARDS OFFSHORE.  THE
 SY5492'STATION IS THE WEST ONE OF TWO LARGE PILE DOLPHINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5476 ***********************************************************************
 SY5476  DESIGNATION -  DABOB BAY WHITE ROCK
 SY5476  PID         -  SY5476
 SY5476  STATE/COUNTY-  WA/JEFFERSON
 SY5476  USGS QUAD   -  SEABECK (1973)
 SY5476
 SY5476                         *CURRENT SURVEY CONTROL
 SY5476  ___________________________________________________________________
 SY5476* NAD 83(1991)-  47 44 43.42258(N)    122 48 36.30676(W)     ADJUSTED  
 SY5476* NAVD 88     -                                                        
 SY5476  ___________________________________________________________________
 SY5476  LAPLACE CORR-         -17.19  (seconds)                    DEFLEC99
 SY5476  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 SY5476
 SY5476  HORZ ORDER  -  THIRD
 SY5476
 SY5476.The horizontal coordinates were established by classical geodetic methods
 SY5476.and adjusted by the National Geodetic Survey in December 1991..
 SY5476
 SY5476
 SY5476.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5476
 SY5476.The geoid height was determined by GEOID03.
 SY5476
 SY5476;                    North         East     Units Scale Factor Converg.
 SY5476;SPC WA N     -    84,778.083   351,781.575   MT  0.99996327   -1 28 18.2
 SY5476;SPC WA N     -   278,142.76  1,154,136.72   sFT  0.99996327   -1 28 18.2
 SY5476;UTM  10      - 5,288,020.048   514,236.351   MT  0.99960249   +0 08 26.0
 SY5476
 SY5476                          SUPERSEDED SURVEY CONTROL
 SY5476
 SY5476  NAD 83(1986)-  47 44 43.41934(N)    122 48 36.31357(W) AD(       ) 4
 SY5476  NAD 27      -  47 44 44.08500(N)    122 48 31.75900(W) AD(       ) 3
 SY5476
 SY5476.Superseded values are not recommended for survey control.
 SY5476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5476.See file dsdata.txt to determine how the superseded data were derived.
 SY5476
 SY5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1423688020(NAD 83)
 SY5476
 SY5476  HISTORY     - Date     Condition        Report By
 SY5476  HISTORY     - 1961     MONUMENTED       CGS
 SY5476  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5476
 SY5476                          STATION DESCRIPTION
 SY5476
 SY5476'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (MEW)
 SY5476'STATION IS A WHITE PAINTED ROCK ON BEACH.
 SY5476
 SY5476                          STATION RECOVERY (1963)
 SY5476
 SY5476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5476'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 SY5476'WEST SIDE OF TOANDOS PENINSULA, ON THE EAST SHORE OF DABOB BAY ABOUT
 SY5476'100 YARDS SOUTH OF TABOOK POINT.
 SY5476'
 SY5476'THE STATION IS A BOULDER, 3 FEET WIDE, 5 FEET LONG AND 3 FEET HIGH.
 SY5476'A CHISELED W IS ON THE SEAWARD SIDE OF THE BOULDER.  IT IS ABOUT 100
 SY5476'YARDS SOUTH OF TRIANGULATION STATION TABOOK 2 (USN), 1961, AND 10
 SY5476'FEET WEST OF THE BASE OF THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3724 ***********************************************************************
 SY3724  DESIGNATION -  DAIRY 1936
 SY3724  PID         -  SY3724
 SY3724  STATE/COUNTY-  WA/KING
 SY3724  USGS QUAD   -  
 SY3724
 SY3724                         *CURRENT SURVEY CONTROL
 SY3724  ___________________________________________________________________
 SY3724* NAD 83(1991)-  47 44 19.70452(N)    122 10 05.15634(W)     ADJUSTED  
 SY3724* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 SY3724  ___________________________________________________________________
 SY3724  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 SY3724  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SY3724
 SY3724  HORZ ORDER  -  THIRD
 SY3724
 SY3724.The horizontal coordinates were established by classical geodetic methods
 SY3724.and adjusted by the National Geodetic Survey in December 1991..
 SY3724
 SY3724.The orthometric height was scaled from a topographic map.
 SY3724
 SY3724.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3724
 SY3724.The geoid height was determined by GEOID03.
 SY3724
 SY3724;                    North         East     Units Scale Factor Converg.
 SY3724;SPC WA N     -    83,009.978   399,899.519   MT  0.99996402   -0 59 37.5
 SY3724;SPC WA N     -   272,341.90  1,312,003.67   sFT  0.99996402   -0 59 37.5
 SY3724;UTM  10      - 5,287,605.455   562,368.458   MT  0.99964780   +0 36 56.5
 SY3724
 SY3724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3724!SPC WA N     -   0.99998534  x   0.99996402  =   0.99994936
 SY3724!UTM  10      -   0.99998534  x   0.99964780  =   0.99963314
 SY3724
 SY3724                          SUPERSEDED SURVEY CONTROL
 SY3724
 SY3724  NAD 83(1986)-  47 44 19.69704(N)    122 10 05.16004(W) AD(       ) 3
 SY3724  NAD 27      -  47 44 20.34300(N)    122 10 00.72500(W) AD(       ) 3
 SY3724
 SY3724.Superseded values are not recommended for survey control.
 SY3724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3724.See file dsdata.txt to determine how the superseded data were derived.
 SY3724
 SY3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6236887605(NAD 83)
 SY3724
 SY3724  HISTORY     - Date     Condition        Report By
 SY3724  HISTORY     - 1937     MONUMENTED       WAGS
 SY3724
 SY3724                          STATION DESCRIPTION
 SY3724
 SY3724'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY3724'THIS STATION IS LOCATED 1 MILE SW OF WOODINVILLE AND 2 MILES SE OF
 SY3724'BOTHELL, IN SE 1/4 OF SEC. 16, T.26, R.5.
 SY3724'
 SY3724'TO REACH THE STATION FROM THE MAIN INTERSECTION IN WOODINVILLE ON THE
 SY3724'BOTHELL-REDMOND HIGHWAY GO WESTERLY ONE BLOCK AND TURN RIGHT AT ABOUT
 SY3724'1/10 MILE WHERE THE HIGHWAY MAKES A U-TURN S.  GO 1 MILE S TO THE
 SY3724'MAIL BOX OF PEARL GIL LELAND, TURN INTO HIS FARM (E).  FROM A LOW
 SY3724'STUMP BEHIND THE HOUSE TAKE MAGNETIC BEARING N 77 DEG E.  THE
 SY3724'STATION IS THE TALLEST DEAD TREE ON THE RIDGE E OF THIS FARM.
 SY3724'TREE IS ABOUT 1/4 MILE FROM THE HOUSE.
 SY3724'
 SY3724'DAIRY IS AN UNOCCUPIED STATION.
 SY3724'
 SY3724'HEIGHT OF LIGHT ABOVE STATION MARK-1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2297 ***********************************************************************
 SY2297  DESIGNATION -  DAIRY 2
 SY2297  PID         -  SY2297
 SY2297  STATE/COUNTY-  WA/PIERCE
 SY2297  USGS QUAD   -  PUYALLUP (1994)
 SY2297
 SY2297                         *CURRENT SURVEY CONTROL
 SY2297  ___________________________________________________________________
 SY2297* NAD 83(1991)-  47 14 20.50373(N)    122 21 35.22780(W)     ADJUSTED  
 SY2297* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY2297  ___________________________________________________________________
 SY2297  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 SY2297  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY2297
 SY2297  HORZ ORDER  -  THIRD
 SY2297
 SY2297.The horizontal coordinates were established by classical geodetic methods
 SY2297.and adjusted by the National Geodetic Survey in December 1991..
 SY2297.No horizontal observational check was made to the station.
 SY2297
 SY2297.The orthometric height was scaled from a topographic map.
 SY2297
 SY2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2297
 SY2297.The geoid height was determined by GEOID03.
 SY2297
 SY2297;                    North         East     Units Scale Factor Converg.
 SY2297;SPC WA S     -   213,485.659   359,200.113   MT  0.99997979   -1 21 03.4
 SY2297;SPC WA S     -   700,410.87  1,178,475.70   sFT  0.99997979   -1 21 03.4
 SY2297;SPC WA N     -    27,722.351   384,423.707   MT  1.00005889   -1 08 11.3
 SY2297;SPC WA N     -    90,952.41  1,261,230.11   sFT  1.00005889   -1 08 11.3
 SY2297;UTM  10      - 5,231,925.833   548,455.104   MT  0.99962885   +0 28 12.2
 SY2297
 SY2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2297!SPC WA S     -   1.00000259  x   0.99997979  =   0.99998238
 SY2297!SPC WA N     -   1.00000259  x   1.00005889  =   1.00006148
 SY2297!UTM  10      -   1.00000259  x   0.99962885  =   0.99963144
 SY2297
 SY2297|---------------------------------------------------------------------|
 SY2297| PID    Reference Object                     Distance      Geod. Az  |
 SY2297|                                                           dddmmss.s |
 SY2297| SY2293 DAIRY                               247.997 METERS 05518     |
 SY2297| SY2292 FIFE                                APPROX. 1.7 KM 0555830.7 |
 SY2297| CE3505 DAIRY 2 RM 3                         10.903 METERS 18046     |
 SY2297| CE3506 DAIRY 2 RM 4                         12.785 METERS 26531     |
 SY2297|---------------------------------------------------------------------|
 SY2297
 SY2297                          SUPERSEDED SURVEY CONTROL
 SY2297
 SY2297  NAD 83(1986)-  47 14 20.49812(N)    122 21 35.24069(W) AD(       ) 3
 SY2297  NAD 27      -  47 14 21.13960(N)    122 21 30.79710(W) AD(       ) 3
 SY2297
 SY2297.Superseded values are not recommended for survey control.
 SY2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2297.See file dsdata.txt to determine how the superseded data were derived.
 SY2297
 SY2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4845531926(NAD 83)
 SY2297_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2297_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY2297
 SY2297  HISTORY     - Date     Condition        Report By
 SY2297  HISTORY     - 1960     MONUMENTED       CGS
 SY2297  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2297  HISTORY     - 1965     SEE DESCRIPTION  LOCENG
 SY2297  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY2297  HISTORY     - 1988     MARK NOT FOUND   LOCSUR
 SY2297
 SY2297                          STATION DESCRIPTION
 SY2297
 SY2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GCM)
 SY2297'THE STATION IS ABOUT 5 MILES SOUTHEAST OF TACOMA, 0.25 MILE SOUTH OF
 SY2297'FIFE, AND ON THE RIGHT-OF-WAY OF MILTON AVENUE, A PAVED COUNTY ROAD.
 SY2297'THE STATION MARK IS 21 FEET NORTH OF THE CENTER LINE OF MILTON
 SY2297'AVENUE, 27 FEET SOUTH OF THE SOUTHEAST CORNER OF AN ABANDONED
 SY2297'FARMHOUSE, AND 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  IT IS
 SY2297'A STANDARD DISK STAMPED DAIRY 2 1960 SET IN THE TOP OF AN 11 IN
 SY2297'CONCRETE CYLINDER WHICH IS ABOUT 1 FOOT BELOW ROAD LEVEL AND
 SY2297'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 SY2297'
 SY2297'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED DAIRY 2
 SY2297'1960 SET IN A MASS OF CONCRETE ABOUT 2.5 FEET BELOW THE GROUND.
 SY2297'
 SY2297'RM 3 IS A STANDARD DISK STAMPED DAIRY 2 NO.3 1960 SET IN AN 11 IN
 SY2297'CONCRETE CYLINDER ON THE SOUTH SHOULDER OF THE ROAD, 15 FEET SOUTH OF
 SY2297'CENTER LINE OF ROAD, PROJECTING ABOUT 2 INCHES AND ABOUT LEVEL WITH
 SY2297'ROAD.
 SY2297'
 SY2297'RM 4 IS A STANDARD DISK STAMPED DAIRY 2 NO. 4 1960 SET IN AN 11 IN
 SY2297'CONCRETE CYLINDER ON THE NORTH SIDE OF THE ROAD, 17.5 FEET NORTH OF
 SY2297'CENTER LINE OF ROAD, 33 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF
 SY2297'THE FARMHOUSE.  THE MARK PROJECTS ABOUT 3 INCHES ABOVE GROUND AND
 SY2297'IS ABOUT 1 FOOT BELOW ROAD LEVEL.
 SY2297'
 SY2297'TO REACH THE STATION FROM THE POST OFFICE IN FIFE, GO EAST ON U.S.
 SY2297'HIGHWAY 99 FOR ABOUT 150 YARDS TO A TRAFFIC LIGHT, TURN RIGHT,
 SY2297'SOUTH, ON FIFE AVENUE FOR 0.25 MILE TO A CAUTION LIGHT.  THERE IS A
 SY2297'MONUMENTAL COLUMN IN SOUTHWEST CORNER OF THIS INTERSECTION.  TURN
 SY2297'RIGHT, WEST, ON MILTON AVENUE, FOR 0.25 MILE TO THE ABANDONED
 SY2297'FARMHOUSE AND STATION ON THE RIGHT.
 SY2297'
 SY2297'NOTE--EVENTUALLY, FIFE AVENUE WILL CROSS THE FREEWAY ON AN OVERPASS,
 SY2297'AND THERE WILL BE INTERCHANGE RAMPS TO AND FROM THE FREEWAY IN THIS
 SY2297'VICINITY.
 SY2297
 SY2297                          STATION RECOVERY (1963)
 SY2297
 SY2297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2297'RECOVERED AS DESCRIBED EXCEPT THE MARK IS 0.1 MILE WEST OF THE
 SY2297'INTERSECTION OF MILTON AVENUE AND 54TH AVE. E. INSTEAD OF 0.25 MILE
 SY2297'WEST OF FIFE AVE., AND THE FARMHOUSE IS GONE.  THE STATION MARK IS
 SY2297'80 FEET NORTHWEST OF POWER POLE NO. TP 6/29, AND 18 FEET WEST OF
 SY2297'THE PROJECTION OF THE CENTER OF A NARROW IRRIGATION DITCH ON THE
 SY2297'SOUTH SIDE OF MILTON AVE.
 SY2297
 SY2297                          STATION RECOVERY (1965)
 SY2297
 SY2297'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 SY2297'DAIRY 2 1960 GOOD
 SY2297'
 SY2297'DAIRY 2 NO. 3 1960 GOOD
 SY2297'
 SY2297'DAIRY 2 NO. 4 1960 LOST - LAYING ON ITS SIDE AT THE CORR. DIST
 SY2297'FROM STA.
 SY2297'
 SY2297'WITNESS POST IS NOW 2 FT NE OF STAT.  FARM HSE IS NO LONGER THERE.
 SY2297'STATION IS 49 PACES EAST OF CENTERLINE DRIVEWAY TO VOLKSWAGEN
 SY2297'DEALERS.
 SY2297
 SY2297                          STATION RECOVERY (1972)
 SY2297
 SY2297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SY2297'THE WITNESS POST WAS FOUND LEANING AGAINST A TELEPHONE POLE.
 SY2297'REFERENCE MARK NO. 3 WAS FOUND LAYING HORIZONTAL AND BURIED ABOUT 6
 SY2297'INCHES, AT THE EDGE OF THE BLACKTOP ROAD, 69 FEET WEST OF POWER POLE
 SY2297'6/29 AND 21 FEET WEST-NORTHWEST OF THE CENTER OF A 2-FOOT DIAMETER
 SY2297'MANHOLE COVER.  (BELIEVED TO BE NEAR ITS ORIGINAL POSITION.)
 SY2297'REFERENCE MARK NO. 4 WAS PREVIOUSLY REPORTED DESTROYED AND WAS NOT
 SY2297'FOUND.
 SY2297'
 SY2297'THE STATION MARK WAS NOT FOUND, BUT IS BELIEVED TO BE UNDER THE
 SY2297'WESTERN ONE OF TWO BLACKTOPPED DRIVEWAYS INTO 6 MOTEL, WHICH IS ON
 SY2297'THE SOUTH SIDE OF INTERSTATE HIGHWAY 5, 0.1 MILE WEST OF THE FIFE
 SY2297'INTERCHANGE AND ABOUT 4 MILES EAST OF TACOMA.  EVEN IF THE SURFACE
 SY2297'STATION MARK WAS DISTURBED DURING CONSTRUCTION OF THE DRIVEWAY, THE
 SY2297'UNDERGROUND MARK SHOULD STILL BE IN GOOD CONDITION AND RECOVERABLE,
 SY2297'IF ONE COULD LIMIT THE AREA TO BE DUG UP TO A REASONABLE SIZE.
 SY2297'
 SY2297'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1/4 MILE SOUTH OF
 SY2297'FIFE.
 SY2297
 SY2297                          STATION RECOVERY (1988)
 SY2297
 SY2297'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (ADT)
 SY2297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0987 ***********************************************************************
 TP0987  DESIGNATION -  DAISY
 TP0987  PID         -  TP0987
 TP0987  STATE/COUNTY-  WA/STEVENS
 TP0987  USGS QUAD   -  INCHELIUM (1993)
 TP0987
 TP0987                         *CURRENT SURVEY CONTROL
 TP0987  ___________________________________________________________________
 TP0987* NAD 83(1991)-  48 22 28.57953(N)    118 09 46.05299(W)     ADJUSTED  
 TP0987* NAVD 88     -       540.7    (meters)    1774.     (feet)  VERTCON   
 TP0987  ___________________________________________________________________
 TP0987  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 TP0987  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 TP0987
 TP0987  HORZ ORDER  -  SECOND
 TP0987
 TP0987.The horizontal coordinates were established by classical geodetic methods
 TP0987.and adjusted by the National Geodetic Survey in December 1991..
 TP0987
 TP0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0987
 TP0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0987
 TP0987.The geoid height was determined by GEOID03.
 TP0987
 TP0987;                    North         East     Units Scale Factor Converg.
 TP0987;SPC WA N     -   156,265.793   697,793.875   MT  0.99995228   +1 59 17.8
 TP0987;SPC WA N     -   512,682.02  2,289,345.40   sFT  0.99995228   +1 59 17.8
 TP0987;UTM  11      - 5,358,590.612   413,891.403   MT  0.99969110   -0 52 09.3
 TP0987
 TP0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0987!SPC WA N     -   0.99991807  x   0.99995228  =   0.99987035
 TP0987!UTM  11      -   0.99991807  x   0.99969110  =   0.99960919
 TP0987
 TP0987:                Primary Azimuth Mark                     Grid Az
 TP0987:SPC WA N     -  RAIN                                     280 57 46.4
 TP0987:UTM  11      -  RAIN                                     283 49 13.5
 TP0987
 TP0987|---------------------------------------------------------------------|
 TP0987| PID    Reference Object                     Distance      Geod. Az  |
 TP0987|                                                           dddmmss.s |
 TP0987| TP1007 RAIN                                APPROX. 3.7 KM 2825704.2 |
 TP0987| CF1314 DAISY RM 1                            2.749 METERS 33742     |
 TP0987|---------------------------------------------------------------------|
 TP0987
 TP0987                          SUPERSEDED SURVEY CONTROL
 TP0987
 TP0987  NAD 83(1986)-  48 22 28.58796(N)    118 09 46.04923(W) AD(       ) 2
 TP0987  NAD 27      -  48 22 28.97200(N)    118 09 42.07300(W) AD(       ) 2
 TP0987  NGVD 29 (07/19/86)  539.5    (m)         1770.     (f) VERT ANG       
 TP0987
 TP0987.Superseded values are not recommended for survey control.
 TP0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0987.See file dsdata.txt to determine how the superseded data were derived.
 TP0987
 TP0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1389158591(NAD 83)
 TP0987_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0987_SETTING: 66 = SET IN ROCK OUTCROP
 TP0987_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0987
 TP0987  HISTORY     - Date     Condition        Report By
 TP0987  HISTORY     - 1936     MONUMENTED       BOR
 TP0987
 TP0987                          STATION DESCRIPTION
 TP0987
 TP0987'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0987'LOCATED ABOUT CENTER OF SEC. 9, T. 33 N., R. 37 E., WM, ON HIGH
 TP0987'POINT OF PROMINENT KNOB WHICH RISES ABOUT 75 FEET ABOVE A NARROW
 TP0987'CULTIVATED FIELD TO THE E.
 TP0987'
 TP0987'TO REACH FROM THE POST OFFICE AT DAISY, GO N ON STATE HIGHWAY
 TP0987'22 AND TURN RIGHT AT 0.8 MILE ON A DIRT ROAD.  GO NW UP HILL
 TP0987'THROUGH A WIRE GATE AT 1.1.  TURN RIGHT (S) AT 1.65 ON WOOD ROAD
 TP0987'ALONG BENCH AND THROUGH AN UNCULTIVATED FIELD.  AT 1.80 GO THROUGH
 TP0987'OPEN GATE AND ENTER WIDE DRAW AND OPEN WOODS.  AT 1.95 GO THROUGH
 TP0987'WIRE GATE AND LEAVE CAR AT 2.15 AT TOP OF DRAW AND N END OF
 TP0987'CULTIVATED FIELD.  PROCEED ON FOOT ALONG COWPATH W AROUND N END
 TP0987'OF FIELD AND UP ROCKY RIDGE ABOUT 1,000 FEET TO STATION.
 TP0987'
 TP0987'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 21B,
 TP0987'RESPECTIVELY.
 TP0987'
 TP0987'HEIGHT OF STAND ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2133 ***********************************************************************
 TR2133  DESIGNATION -  DAISY RESET
 TR2133  PID         -  TR2133
 TR2133  STATE/COUNTY-  WA/SAN JUAN
 TR2133  USGS QUAD   -  EASTSOUND (1994)
 TR2133
 TR2133                         *CURRENT SURVEY CONTROL
 TR2133  ___________________________________________________________________
 TR2133* NAD 83(1991)-  48 38 17.68843(N)    122 59 10.53170(W)     ADJUSTED  
 TR2133* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2133  ___________________________________________________________________
 TR2133  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 TR2133  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 TR2133
 TR2133  HORZ ORDER  -  THIRD
 TR2133
 TR2133.The horizontal coordinates were established by classical geodetic methods
 TR2133.and adjusted by the National Geodetic Survey in December 1991..
 TR2133
 TR2133.The orthometric height was scaled from a topographic map.
 TR2133
 TR2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2133
 TR2133.The geoid height was determined by GEOID03.
 TR2133
 TR2133;                    North         East     Units Scale Factor Converg.
 TR2133;SPC WA N     -   184,368.804   341,352.186   MT  0.99998351   -1 36 10.4
 TR2133;SPC WA N     -   604,883.32  1,119,919.63   sFT  0.99998351   -1 36 10.4
 TR2133;UTM  10      - 5,387,242.752   501,012.324   MT  0.99960001   +0 00 37.1
 TR2133
 TR2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2133!SPC WA N     -   1.00000287  x   0.99998351  =   0.99998638
 TR2133!UTM  10      -   1.00000287  x   0.99960001  =   0.99960287
 TR2133
 TR2133|---------------------------------------------------------------------|
 TR2133| PID    Reference Object                     Distance      Geod. Az  |
 TR2133|                                                           dddmmss.s |
 TR2133| CF7740 DAISY RM 2                           10.839 METERS 03948     |
 TR2133| TR2069 VICTIM RESET                        APPROX. 2.8 KM 1622142.5 |
 TR2133| CF7739 DAISY RM 1                           12.715 METERS 32944     |
 TR2133|---------------------------------------------------------------------|
 TR2133
 TR2133                          SUPERSEDED SURVEY CONTROL
 TR2133
 TR2133  NAD 83(1986)-  48 38 17.68954(N)    122 59 10.53356(W) AD(       ) 3
 TR2133  NAD 27      -  48 38 18.37000(N)    122 59 05.91000(W) AD(       ) 3
 TR2133
 TR2133.Superseded values are not recommended for survey control.
 TR2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2133.See file dsdata.txt to determine how the superseded data were derived.
 TR2133
 TR2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0101287243(NAD 83)
 TR2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2133+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 TR2133
 TR2133  HISTORY     - Date     Condition        Report By
 TR2133  HISTORY     - 1894     MONUMENTED       CGS
 TR2133  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2133  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2133  HISTORY     - 20010331 GOOD             NGS
 TR2133  HISTORY     - 20050912 GOOD             USPSQD
 TR2133
 TR2133                          STATION DESCRIPTION
 TR2133
 TR2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2133'STATION IS ON THE SOUTHERNMOST POINT OF SKULL ROCK OR ISLAND, AT
 TR2133'THE HEAD OF WEST SOUND, 2 PACES OUTSIDE OF ALL GRASS AND SOIL,
 TR2133'AND ON A SMALL NARROW SURFACE OF SOLID ROCK.  A POINT OF ROCK, 4
 TR2133'INCHES N OF STATION, RISES 1 FOOT ABOVE HOLE.  THE WHOLE POINT IS
 TR2133'BARE, THE NEAREST BUSHES BEING ABOUT 40 PACES TO THE
 TR2133'NORTHWARD.  STATION IS 5 PACES BACK FROM HIGH-WATER LINE, IN
 TR2133'DIRECTION OF VICTIM ISLAND, AND 10 OR 12 FEET ABOVE TIDES.
 TR2133'STATION IS MARKED BY A 1/2-INCH HOLE, 2 INCHES DEEP.
 TR2133
 TR2133                          STATION RECOVERY (1950)
 TR2133
 TR2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2133'THE 1894 DRILL HOLE WAS RECOVERED IN GOOD CONDITION AND WAS
 TR2133'MARKED WITH A BRONZE STATION DISK.  TWO REFERENCE MARKS WERE
 TR2133'ALSO SET BY THIS PARTY.
 TR2133'
 TR2133'STATION IS ON ORCAS ISLAND, AT THE HEAD OF WEST SOUND, ON THE
 TR2133'S TIP OF SKULL ISLAND, ABOUT 6 FEET S OF THE GRASSLINE, ABOUT
 TR2133'15 FEET N OF AND 12 FEET ABOVE THE HIGH-WATER LINE, IN A ROCK
 TR2133'OUTCROP.  STATION MARK IS A BRONZE STATION DISK STAMPED DAISY
 TR2133'1894 1950 SET IN THE ENLARGED DRILL HOLE THAT MARKED THE 1894
 TR2133'STATION.
 TR2133'
 TR2133'R.M. 1 IS NW OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 TR2133'STAMPED DAISY 1894 1950 1 SET IN A DRILL HOLE IN A ROCK OUTCROP.
 TR2133'
 TR2133'R.M. 2 IS NE OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 TR2133'STAMPED DAISY 1894 1950 2 SET IN A DRILL HOLE IN THE ROCK OUTCROP.
 TR2133
 TR2133                          STATION RECOVERY (1973)
 TR2133
 TR2133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2133'STATION FOUND AS DESCRIBED EXCEPT RM1 WAS NOT FOUND.  NEW
 TR2133'ELEV ESTABLISHED.
 TR2133
 TR2133                          STATION RECOVERY (2001)
 TR2133
 TR2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2133'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 TR2133
 TR2133                          STATION RECOVERY (2005)
 TR2133
 TR2133'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEL)
 TR2133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3898 ***********************************************************************
 SY3898  DESIGNATION -  DAKEN
 SY3898  PID         -  SY3898
 SY3898  STATE/COUNTY-  WA/KING
 SY3898  USGS QUAD   -  
 SY3898
 SY3898                         *CURRENT SURVEY CONTROL
 SY3898  ___________________________________________________________________
 SY3898* NAD 83(1991)-  47 42 54.23997(N)    122 15 29.08801(W)     ADJUSTED  
 SY3898* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3898  ___________________________________________________________________
 SY3898  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 SY3898  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY3898
 SY3898  HORZ ORDER  -  SECOND
 SY3898
 SY3898.The horizontal coordinates were established by classical geodetic methods
 SY3898.and adjusted by the National Geodetic Survey in December 1991..
 SY3898
 SY3898.The orthometric height was scaled from a topographic map.
 SY3898
 SY3898.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3898
 SY3898.The geoid height was determined by GEOID03.
 SY3898
 SY3898;                    North         East     Units Scale Factor Converg.
 SY3898;SPC WA N     -    80,491.959   393,103.294   MT  0.99996683   -1 03 38.7
 SY3898;SPC WA N     -   264,080.70  1,289,706.39   sFT  0.99996683   -1 03 38.7
 SY3898;UTM  10      - 5,284,898.409   555,647.810   MT  0.99963805   +0 32 56.0
 SY3898
 SY3898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3898!SPC WA N     -   1.00000338  x   0.99996683  =   0.99997021
 SY3898!UTM  10      -   1.00000338  x   0.99963805  =   0.99964143
 SY3898
 SY3898|---------------------------------------------------------------------|
 SY3898| PID    Reference Object                     Distance      Geod. Az  |
 SY3898|                                                           dddmmss.s |
 SY3898| CF6503 DAKEN RM 1                           24.950 METERS 09746     |
 SY3898| CF6504 DAKEN RM 2                           25.490 METERS 15138     |
 SY3898| SY3876 HUGHES                              APPROX. 2.6 KM 1990904.2 |
 SY3898| CF6505 DAKEN RM 3                           11.705 METERS 19938     |
 SY3898| CF6506 DAKEN RM 4                            9.852 METERS 28450     |
 SY3898|---------------------------------------------------------------------|
 SY3898
 SY3898                          SUPERSEDED SURVEY CONTROL
 SY3898
 SY3898  NAD 83(1986)-  47 42 54.23293(N)    122 15 29.09224(W) AD(       ) 2
 SY3898  NAD 27      -  47 42 54.88200(N)    122 15 24.64200(W) AD(       ) 2
 SY3898
 SY3898.Superseded values are not recommended for survey control.
 SY3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3898.See file dsdata.txt to determine how the superseded data were derived.
 SY3898
 SY3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5564884898(NAD 83)
 SY3898_MARKER: Z = SEE DESCRIPTION
 SY3898_SETTING: 0 = UNSPECIFIED SETTING
 SY3898
 SY3898  HISTORY     - Date     Condition        Report By
 SY3898  HISTORY     - 1945     MONUMENTED       CGS
 SY3898  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY3898  HISTORY     - 1959     SEE DESCRIPTION  CGS
 SY3898  HISTORY     - 1987     GOOD             USPSQD
 SY3898
 SY3898                          STATION DESCRIPTION
 SY3898
 SY3898'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (SBG)
 SY3898'ON THE E SHORE OF LAKE WASHINGTON, ABOUT 1/2 MILE SSE OF MANITOU,
 SY3898'ABOUT 1/2 MILE NW OF HOLMES POINT, ON A POINT ABOUT 4 METERS IN
 SY3898'FROM THE WATERS EDGE, AND ABOUT 1 FOOT ABOVE WATER LEVEL.  STATION
 SY3898'MARK IS A BRONZE STATION DISK, STAMPED DAKEN 1945, AND SET IN A
 SY3898'CONCRETE MONUMENT 1 FOOT SQUARE BY 3 FEET DEEP, THE TOP OF WHICH
 SY3898'IS LEVEL WITH THE GROUND.
 SY3898'
 SY3898'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED DAKEN
 SY3898'NO 1 1945, AND SET IN A CONCRETE MONUMENT 1 FOOT SQUARE BY 2-1/2
 SY3898'FEET DEEP, THE TOP OF WHICH IS LEVEL WITH THE GROUND.  IT IS ON
 SY3898'A PROPERTY LINE ABOUT 4 FEET ABOVE WATER LEVEL AND EQUAL DISTANT
 SY3898'FROM ROAD AND WATER.
 SY3898'
 SY3898'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED DAKEN
 SY3898'NO 2 1945, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A FLAG
 SY3898'POLE ABOUT 10 METERS IN FROM THE WATERS EDGE, AND ABOUT 2 FEET
 SY3898'ABOVE WATER LEVEL.
 SY3898
 SY3898                          STATION RECOVERY (1953)
 SY3898
 SY3898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3898'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.  THE
 SY3898'STATION IS ON THE PROPERTY N OF THE OLD DAKEN ESTATE AND IS OWNED
 SY3898'BY MR. A. TRAUTENBERG, A LONG-TIME RESIDENT.  THE FLAGPOLE AT
 SY3898'REFERENCE MARK 2 IS NO LONGER STANDING BUT THE CONCRETE BASE IS
 SY3898'STILL INTACT.
 SY3898
 SY3898                          STATION RECOVERY (1959)
 SY3898
 SY3898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCM)
 SY3898'STATION AND BOTH RMS RECOVERED AS DESCRIBED.  STATION IS IN FRONT
 SY3898'YARD (LAKE SHORE SIDE) OF NEW HOME BELONGING TO G.W. GWINN AT 12949
 SY3898'HOMES PT. DRIVE.  STATION IS FLUSH WITH GROUND IN AREA TO BE
 SY3898'PLANTED IN LAWN.  IT IS 34.1 FEET SW OF NW CORNER OF RECREATION
 SY3898'ROOM ON LOWER LEVEL, AND 28.4 FEET NW OF POST AT SW CORNER OF
 SY3898'HOUSE.
 SY3898'
 SY3898'R.M. 1 AND R.M. 2 ARE IN THE WAY OF CONSTRUCTION OF HOME BY
 SY3898'MR. V.H. HACKLER ON THE LOT TO SOUTHWARD.  THE DISKS WERE CHIPPED
 SY3898'OUT AND OWNER AUTHORIZED TO DESTROY MONUMENTS.  TWO NEW REFERENCE
 SY3898'MARKS WERE SET IN U-SHAPED CONCRETE WALK ATOP BULKHEAD IN FRONT
 SY3898'OF GWINNS HOME.
 SY3898'
 SY3898'R.M. 3 IS A STANDARD DISK STAMPED DAKEN NO 3 1945-1959 SET IN
 SY3898'DRILL HOLE IN SOUTH LEG OF U, 7.5 FEET FROM INSHORE END AND 0.5
 SY3898'FEET IN FROM SOUTH EDGE OF WALK.
 SY3898'
 SY3898'R.M. 4 IS A STANDARD DISK STAMPED DAKEN NO 4 1945-1959 SET IN
 SY3898'DRILL HOLE IN NORTH LEG OF U, 14.0 FEET FROM INSHORE END AND
 SY3898'0.9 FEET IN FROM N EDGE OF WALK.
 SY3898
 SY3898                          STATION RECOVERY (1987)
 SY3898
 SY3898'RECOVERY NOTE BY US POWER SQUADRON 1987 (HG)
 SY3898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2914 ***********************************************************************
 SY2914  DESIGNATION -  DAL
 SY2914  PID         -  SY2914
 SY2914  STATE/COUNTY-  WA/KING
 SY2914  USGS QUAD   -  GIG HARBOR (1994)
 SY2914
 SY2914                         *CURRENT SURVEY CONTROL
 SY2914  ___________________________________________________________________
 SY2914* NAD 83(1991)-  47 20 01.62093(N)    122 31 07.51157(W)     ADJUSTED  
 SY2914* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY2914  ___________________________________________________________________
 SY2914  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 SY2914  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY2914
 SY2914  HORZ ORDER  -  SECOND
 SY2914
 SY2914.The horizontal coordinates were established by classical geodetic methods
 SY2914.and adjusted by the National Geodetic Survey in December 1991..
 SY2914
 SY2914.The orthometric height was scaled from a topographic map.
 SY2914
 SY2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2914
 SY2914.The geoid height was determined by GEOID03.
 SY2914
 SY2914;                    North         East     Units Scale Factor Converg.
 SY2914;SPC WA N     -    38,505.988   372,619.907   MT  1.00003515   -1 15 17.4
 SY2914;SPC WA N     -   126,331.73  1,222,503.81   sFT  1.00003515   -1 15 17.4
 SY2914;SPC WA S     -   224,312.491   347,437.160   MT  1.00000010   -1 27 59.1
 SY2914;SPC WA S     -   735,931.90  1,139,883.42   sFT  1.00000010   -1 27 59.1
 SY2914;UTM  10      - 5,242,369.635   536,358.553   MT  0.99961625   +0 21 13.9
 SY2914
 SY2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2914!SPC WA N     -   1.00000243  x   1.00003515  =   1.00003758
 SY2914!SPC WA S     -   1.00000243  x   1.00000010  =   1.00000253
 SY2914!UTM  10      -   1.00000243  x   0.99961625  =   0.99961868
 SY2914
 SY2914|---------------------------------------------------------------------|
 SY2914| PID    Reference Object                     Distance      Geod. Az  |
 SY2914|                                                           dddmmss.s |
 SY2914| CE3507 DAL RM                               13.382 METERS 08728     |
 SY2914| SY2920 WEB                                 APPROX. 3.3 KM 2901741.0 |
 SY2914|---------------------------------------------------------------------|
 SY2914
 SY2914                          SUPERSEDED SURVEY CONTROL
 SY2914
 SY2914  NAD 83(1986)-  47 20 01.61593(N)    122 31 07.52453(W) AD(       ) 2
 SY2914  NAD 27      -  47 20 02.26900(N)    122 31 03.06500(W) AD(       ) 2
 SY2914
 SY2914.Superseded values are not recommended for survey control.
 SY2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2914.See file dsdata.txt to determine how the superseded data were derived.
 SY2914
 SY2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3635942370(NAD 83)
 SY2914_MARKER: DS = TRIANGULATION STATION DISK
 SY2914_SETTING: 80 = SET IN A BOULDER
 SY2914_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SY2914
 SY2914  HISTORY     - Date     Condition        Report By
 SY2914  HISTORY     - 1924     MONUMENTED       CGS
 SY2914  HISTORY     - 1935     MARK NOT FOUND   CGS
 SY2914
 SY2914                          STATION DESCRIPTION
 SY2914
 SY2914'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AMW)
 SY2914'THE STATION IS ON THE TIP OF DALCO POINT OPPOSITE POINT DEFIANCE
 SY2914'FACING THE DALCO PASSAGE ON POINT DALCO.  STATION MARK IS A STANDARD
 SY2914'BRONZE DISK SET IN A ROCK 18 BY 24 INCHES AND 10 INCHES OUT OF THE
 SY2914'GROUND.  IT IS ABOUT 10 METERS BELOW HIGH-WATER MARK AND IS 30
 SY2914'METERS TO THE E OF THE LAST COTTAGE ON THE W SIDE OF THE POINT
 SY2914'AND ABOUT 10 METERS W OF THE LAST TIMBER RETAINING WALL.
 SY2914'
 SY2914'THE REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE
 SY2914'MONUMENT AT THE FOOT OF THE BLUFF AND JUST BEHIND W END OF THE
 SY2914'TIMBER RETAINING WALL.
 SY2914'
 SY2914'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY2914
 SY2914                          STATION RECOVERY (1935)
 SY2914
 SY2914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2914'STATION NOT RECOVERED - PROBABLY WASHED OUT.
 SY2914'
 SY2914'NEW STATION DAL 2 ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2918 ***********************************************************************
 SY2918  DESIGNATION -  DAL 2 1934
 SY2918  PID         -  SY2918
 SY2918  STATE/COUNTY-  WA/KING
 SY2918  USGS QUAD   -  GIG HARBOR (1994)
 SY2918
 SY2918                         *CURRENT SURVEY CONTROL
 SY2918  ___________________________________________________________________
 SY2918* NAD 83(1991)-  47 20 01.46194(N)    122 31 07.82313(W)     ADJUSTED  
 SY2918* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY2918  ___________________________________________________________________
 SY2918  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 SY2918  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY2918
 SY2918  HORZ ORDER  -  THIRD
 SY2918
 SY2918.The horizontal coordinates were established by classical geodetic methods
 SY2918.and adjusted by the National Geodetic Survey in December 1991..
 SY2918
 SY2918.The orthometric height was scaled from a topographic map.
 SY2918
 SY2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2918
 SY2918.The geoid height was determined by GEOID03.
 SY2918
 SY2918;                    North         East     Units Scale Factor Converg.
 SY2918;SPC WA N     -    38,501.223   372,613.260   MT  1.00003516   -1 15 17.6
 SY2918;SPC WA N     -   126,316.10  1,222,482.00   sFT  1.00003516   -1 15 17.6
 SY2918;SPC WA S     -   224,307.750   347,430.495   MT  1.00000009   -1 27 59.3
 SY2918;SPC WA S     -   735,916.34  1,139,861.55   sFT  1.00000009   -1 27 59.3
 SY2918;UTM  10      - 5,242,364.687   536,352.044   MT  0.99961624   +0 21 13.7
 SY2918
 SY2918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2918!SPC WA N     -   1.00000243  x   1.00003516  =   1.00003759
 SY2918!SPC WA S     -   1.00000243  x   1.00000009  =   1.00000252
 SY2918!UTM  10      -   1.00000243  x   0.99961624  =   0.99961867
 SY2918
 SY2918                          SUPERSEDED SURVEY CONTROL
 SY2918
 SY2918  NAD 83(1986)-  47 20 01.45724(N)    122 31 07.83611(W) AD(       ) 3
 SY2918  NAD 27      -  47 20 02.10900(N)    122 31 03.37600(W) AD(       ) 3
 SY2918
 SY2918.Superseded values are not recommended for survey control.
 SY2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2918.See file dsdata.txt to determine how the superseded data were derived.
 SY2918
 SY2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3635242365(NAD 83)
 SY2918_MARKER: Z = SEE DESCRIPTION
 SY2918_SETTING: 0 = UNSPECIFIED SETTING
 SY2918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2918
 SY2918  HISTORY     - Date     Condition        Report By
 SY2918  HISTORY     - 1935     MONUMENTED       CGS
 SY2918  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY2918
 SY2918                          STATION DESCRIPTION
 SY2918
 SY2918'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2918'STATION IS LOCATED IN PUGET SOUND ON THE S END OF VASHON ISLAND AT
 SY2918'THE EXTREME S POINT OF DALCO POINT.  THE STATION IS OFF OF THE
 SY2918'PROPERTY OF C.R. ROLDIGER AND FROM THE STATION THE NEXT POINT TO
 SY2918'THE E IS VISIBLE, BUT FROM A POSITION 100 FEET W OF THE STATION THE
 SY2918'SAME POINT CANNOT BE SEEN.  THE STATION IS 15 METERS INSIDE THE
 SY2918'HIGH-WATER MARK WHICH IS AT THE BASE OF THE BLUFF, AND IS 3 FEET
 SY2918'BELOW HIGH WATER.  THERE ARE NUMEROUS SCATTERED BOULDERS 75 METERS W
 SY2918'OF THE STATION.
 SY2918'
 SY2918'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 SY2918'BOULDER.
 SY2918'
 SY2918'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A BOULDER.
 SY2918'
 SY2918'REFERENCE MARK NO. 2 IS A BRONZE BOLT SET IN A HOLE DRILLED IN A
 SY2918'BOULDER.
 SY2918
 SY2918                          STATION RECOVERY (1976)
 SY2918
 SY2918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY2918'THE STATION MARK WAS FOUND, BUT PRELIMINARY FIELD OBSERVATIONS
 SY2918'INDICATED THE BOULDER CONTAINING THE STATION MARK HAS MOVED ABOUT
 SY2918'9 METERS LATERALLY ALONG THE BEACH.  THE DISK WAS RESTAMPED DAL 4
 SY2918'1976 AND ITS PRESENT POSITION WAS DETERMINED.
 SY2918'
 SY2918'THE STATION SHOULD BE CONSIDERED AS LOST.
 SY2918'
 SY2918'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES NNW OF
 SY2918'RUSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2917 ***********************************************************************
 SY2917  DESIGNATION -  DAL 3
 SY2917  PID         -  SY2917
 SY2917  STATE/COUNTY-  WA/KING
 SY2917  USGS QUAD   -  GIG HARBOR (1994)
 SY2917
 SY2917                         *CURRENT SURVEY CONTROL
 SY2917  ___________________________________________________________________
 SY2917* NAD 83(1991)-  47 20 01.47018(N)    122 31 08.18974(W)     ADJUSTED  
 SY2917* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY2917  ___________________________________________________________________
 SY2917  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 SY2917  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY2917
 SY2917  HORZ ORDER  -  THIRD
 SY2917
 SY2917.The horizontal coordinates were established by classical geodetic methods
 SY2917.and adjusted by the National Geodetic Survey in December 1991..
 SY2917
 SY2917.The orthometric height was scaled from a topographic map.
 SY2917
 SY2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2917
 SY2917.The geoid height was determined by GEOID03.
 SY2917
 SY2917;                    North         East     Units Scale Factor Converg.
 SY2917;SPC WA N     -    38,501.646   372,605.570   MT  1.00003516   -1 15 17.9
 SY2917;SPC WA N     -   126,317.48  1,222,456.77   sFT  1.00003516   -1 15 17.9
 SY2917;SPC WA S     -   224,308.201   347,422.807   MT  1.00000009   -1 27 59.6
 SY2917;SPC WA S     -   735,917.82  1,139,836.33   sFT  1.00000009   -1 27 59.6
 SY2917;UTM  10      - 5,242,364.894   536,344.349   MT  0.99961623   +0 21 13.4
 SY2917
 SY2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2917!SPC WA N     -   1.00000243  x   1.00003516  =   1.00003759
 SY2917!SPC WA S     -   1.00000243  x   1.00000009  =   1.00000252
 SY2917!UTM  10      -   1.00000243  x   0.99961623  =   0.99961866
 SY2917
 SY2917:                Primary Azimuth Mark                     Grid Az
 SY2917:SPC WA N     -  TACOMA CHEMICAL PLANT GOLD DOME          125 58 38.8
 SY2917:SPC WA S     -  TACOMA CHEMICAL PLANT GOLD DOME          126 11 20.5
 SY2917:UTM  10      -  TACOMA CHEMICAL PLANT GOLD DOME          124 22 07.5
 SY2917
 SY2917|---------------------------------------------------------------------|
 SY2917| PID    Reference Object                     Distance      Geod. Az  |
 SY2917|                                                           dddmmss.s |
 SY2917| SY2691 TACOMA CHEMICAL PLANT GOLD DOME     APPROX.10.6 KM 1244320.9 |
 SY2917| SY2736 TACOMA RADIO STA KTOY FM MAST       APPROX.10.6 KM 1490052.2 |
 SY2917| SY2700 TACOMA TV STATION KTNT MAST         APPROX.10.2 KM 1542439.6 |
 SY2917| SY2948 RUSTON AMERICAN SMELTING STACK      APPROX. 4.2 KM 1675024.4 |
 SY2917| SY2944 RESERVOIR TANK                      APPROX. 6.4 KM 1750542.0 |
 SY2917| SY2925 TACOMA TV STATION KTVW MAST         APPROX. 6.1 KM 1754246.6 |
 SY2917| SY2898 TOWER LIGHT                         APPROX. 6.6 KM 1873400.9 |
 SY2917| CE3508 DAL 3 RM 1                           17.273 METERS 35549     |
 SY2917|---------------------------------------------------------------------|
 SY2917
 SY2917                          SUPERSEDED SURVEY CONTROL
 SY2917
 SY2917  NAD 83(1986)-  47 20 01.45999(N)    122 31 08.20694(W) AD(       ) 3
 SY2917  NAD 27      -  47 20 02.11300(N)    122 31 03.74100(W) AD(       ) 3
 SY2917
 SY2917.Superseded values are not recommended for survey control.
 SY2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2917.See file dsdata.txt to determine how the superseded data were derived.
 SY2917
 SY2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3634442365(NAD 83)
 SY2917
 SY2917  HISTORY     - Date     Condition        Report By
 SY2917  HISTORY     - 1964     MONUMENTED       CGS
 SY2917  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY2917  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY2917
 SY2917                          STATION DESCRIPTION
 SY2917
 SY2917'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY2917'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED.  THE
 SY2917'DISTANCE BETWEEN THE TWO MARKS IS NOW ABOUT 2.9 METERS (9.5 FEET)
 SY2917'LESS THAN THE DISTANCE GIVEN IN 1935.  AN EFFORT WAS MADE TO
 SY2917'DETERMINE WHICH MARK MOVED THROUGH OBSERVATIONS AND COMPUTATIONS,
 SY2917'AND THE CONCLUSION WAS THAT NEITHER MARK SHOULD BE ACCEPTED AS
 SY2917'UNDISTURBED WITHOUT FURTHER PROOF.  REFERENCE MARK NO. 2 WAS NOT
 SY2917'FOUND.
 SY2917'
 SY2917'TO REACH FROM THE FERRY DOCK AT THE SOUTH END OF VASHON ISLAND, GO
 SY2917'WEST 0.1 MILE TO A FORK, TAKE LEFT FORK 0.6 MILE TO TWO DRIVEWAYS ON
 SY2917'THE LEFT, GO SOUTH 0.1 MILE ON THE WESTERN ONE OF THE TWO DRIVEWAYS
 SY2917'TO A HOUSE OWNED BY P.D. TEED.  WALK AROUND TO THE SOUTH SIDE OF
 SY2917'THE HOUSE AND DOWN A PATH TO THE BEACH, THEN WESTERLY ALONG THE BEACH
 SY2917'TO THE STATION SITE, ABOUT 100 YARDS WEST OF THE WEST END OF THE
 SY2917'6-FOOT HIGH CONCRETE BULKHEAD ALONG THE FRONT OF THE P.D. TEED
 SY2917'PROPERTY.
 SY2917
 SY2917                          STATION RECOVERY (1976)
 SY2917
 SY2917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY2917'A STATION MARK WAS FOUND AT THE DESCRIBED LOCATION.  THE DISK WAS
 SY2917'STAMPED DAL 2 1935.  PRELIMINARY FIELD OBSERVATIONS AND
 SY2917'COMPUTATIONS INDICATE THE MARK HAS MOVED.  THE DISK WAS RESTAMPED
 SY2917'DAL 4 1976.  DAL 3 SHOULD BE CONSIDERED AS LOST.
 SY2917'
 SY2917'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES NNW OF
 SY2917'RUSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2957 ***********************************************************************
 SY2957  DESIGNATION -  DAL 4
 SY2957  PID         -  SY2957
 SY2957  STATE/COUNTY-  WA/KING
 SY2957  USGS QUAD   -  GIG HARBOR (1994)
 SY2957
 SY2957                         *CURRENT SURVEY CONTROL
 SY2957  ___________________________________________________________________
 SY2957* NAD 83(1991)-  47 20 01.49343(N)    122 31 08.15892(W)     ADJUSTED  
 SY2957* NAVD 88     -         0.8    (meters)       3.     (feet)  VERTCON   
 SY2957  ___________________________________________________________________
 SY2957  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 SY2957  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY2957
 SY2957  HORZ ORDER  -  THIRD
 SY2957
 SY2957.The horizontal coordinates were established by classical geodetic methods
 SY2957.and adjusted by the National Geodetic Survey in December 1991..
 SY2957
 SY2957.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2957
 SY2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2957
 SY2957.The geoid height was determined by GEOID03.
 SY2957
 SY2957;                    North         East     Units Scale Factor Converg.
 SY2957;SPC WA N     -    38,502.349   372,606.232   MT  1.00003516   -1 15 17.9
 SY2957;SPC WA N     -   126,319.79  1,222,458.95   sFT  1.00003516   -1 15 17.9
 SY2957;SPC WA S     -   224,308.902   347,423.472   MT  1.00000009   -1 27 59.6
 SY2957;SPC WA S     -   735,920.12  1,139,838.51   sFT  1.00000009   -1 27 59.6
 SY2957;UTM  10      - 5,242,365.615   536,344.991   MT  0.99961623   +0 21 13.5
 SY2957
 SY2957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2957!SPC WA N     -   1.00000342  x   1.00003516  =   1.00003858
 SY2957!SPC WA S     -   1.00000342  x   1.00000009  =   1.00000351
 SY2957!UTM  10      -   1.00000342  x   0.99961623  =   0.99961965
 SY2957
 SY2957|---------------------------------------------------------------------|
 SY2957| PID    Reference Object                     Distance      Geod. Az  |
 SY2957|                                                           dddmmss.s |
 SY2957| SY2953 DALCO 1976 RM 1 1976                109.946 METERS 10505     |
 SY2957| SY2954 DEFIANCE                            APPROX. 2.2 KM 2135235.2 |
 SY2957| CE3509 DAL 4 RM                             16.914 METERS 35528     |
 SY2957|---------------------------------------------------------------------|
 SY2957
 SY2957                          SUPERSEDED SURVEY CONTROL
 SY2957
 SY2957  NAD 83(1986)-  47 20 01.48866(N)    122 31 08.17224(W) AD(       ) 3
 SY2957  NAD 27      -  47 20 02.14274(N)    122 31 03.71738(W) AD(       ) 3
 SY2957  NGVD 29 (07/19/86)   -0.3    (m)           -1.     (f) VERT ANG       
 SY2957
 SY2957.Superseded values are not recommended for survey control.
 SY2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2957.See file dsdata.txt to determine how the superseded data were derived.
 SY2957
 SY2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3634542366(NAD 83)
 SY2957_MARKER: DS = TRIANGULATION STATION DISK
 SY2957_SETTING: 80 = SET IN A BOULDER
 SY2957_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY2957
 SY2957  HISTORY     - Date     Condition        Report By
 SY2957  HISTORY     - 1976     MONUMENTED       NOSPMC
 SY2957
 SY2957                          STATION DESCRIPTION
 SY2957
 SY2957'DESCRIBED BY PACIFIC MARINE CENTER 1976 (RBM)
 SY2957'THE STATION IS LOCATED ON THE SOUTHWEST TIP OF VASHON ISLAND, ON
 SY2957'POINT DALCO, ON THE NORTH SHORE OF DALCO PASSAGE, ON A BOULDER BEACH,
 SY2957'ON THE TOP OF A 1.5 BY 1.0 BY 0.5 METER HIGH BOULDER THAT IS AWASH AT
 SY2957'HALFTIDE.  IT IS 20 METERS SOUTH OF THE BASE OF A BLUFF, 9.16
 SY2957'METERS SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A 2 METER, HIGH
 SY2957'CONCRETE SEAWALL.  IT IS ABOUT 100 METERS WEST OF THE P.D. TEED
 SY2957'PROPERTY.  THE STATION WAS REACHED BY BOAT.
 SY2957'
 SY2957'THE STATION IS A STANDARD DISK STAMPED DAL 4 1976 CEMENTED IN A DRILL
 SY2957'HOLE IN A LARGE BOULDER ON THE BEACH.  THE STATION DISK WAS
 SY2957'ORIGINALLY THE DISK FOR STATION DAL 2 NOW RESTAMPED.
 SY2957'
 SY2957'R.M. (SHANK) IS THE SHANK OF A DISK BELIEVED TO HAVE BEEN DAL 2, 1935
 SY2957'R.M. 1.  IT IS SET IN A DRILL HOLE IN A 0.7 METER BY 1.0 METER BY
 SY2957'0.3 METER HIGH, BOULDER ON A BOULDER BEACH, ABOUT 2 METERS SOUTH OF
 SY2957'THE STORM HIGH WATERLINE, 13.1 METERS WEST-NORTHWEST OF THE
 SY2957'SOUTHWEST CORNER OF A CONCRETE BULKHEAD AND 12.0 METERS WEST ON THE
 SY2957'NORTHWEST (INSHORE) END OF THE CONCRETE BULKHEAD.
 SY2957'
 SY2957'DALCO R.M. 1 IS A N.O.S. DISK STAMPED DALCO RM 1 1976 CEMENTED IN A
 SY2957'DRILL HOLE ON TOP OF THE EAST END OF A 2 METER BY 2 METER BY 1 METER
 SY2957'HIGH BOULDER ON THE BEACH, 10.6 METERS SOUTH OF A CONCRETE BULKHEAD
 SY2957'AND THE MARK IS COVERED AT A HALF TIDE OR HIGHER.  THE ARROW ON
 SY2957'THE DISK POINTS TO THE NORTHEAST, TOWARD STATION DALCO.
 SY2957'
 SY2957'NEAREST TOWN--RUSTON.
 SY2957'
 SY2957'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2952 ***********************************************************************
 SY2952  DESIGNATION -  DALCO 1976
 SY2952  PID         -  SY2952
 SY2952  STATE/COUNTY-  WA/KING
 SY2952  USGS QUAD   -  GIG HARBOR (1994)
 SY2952
 SY2952                         *CURRENT SURVEY CONTROL
 SY2952  ___________________________________________________________________
 SY2952* NAD 83(1991)-  47 20 00.87988(N)    122 31 02.34794(W)     ADJUSTED  
 SY2952* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 SY2952  ___________________________________________________________________
 SY2952  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 SY2952  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY2952
 SY2952  HORZ ORDER  -  THIRD
 SY2952
 SY2952.The horizontal coordinates were established by classical geodetic methods
 SY2952.and adjusted by the National Geodetic Survey in December 1991..
 SY2952
 SY2952.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2952
 SY2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2952
 SY2952.The geoid height was determined by GEOID03.
 SY2952
 SY2952;                    North         East     Units Scale Factor Converg.
 SY2952;SPC WA N     -    38,480.734   372,727.793   MT  1.00003520   -1 15 13.5
 SY2952;SPC WA N     -   126,248.87  1,222,857.77   sFT  1.00003520   -1 15 13.5
 SY2952;SPC WA S     -   224,286.839   347,544.948   MT  1.00000006   -1 27 55.3
 SY2952;SPC WA S     -   735,847.74  1,140,237.05   sFT  1.00000006   -1 27 55.3
 SY2952;UTM  10      - 5,242,347.429   536,467.060   MT  0.99961634   +0 21 17.7
 SY2952
 SY2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2952!SPC WA N     -   1.00000295  x   1.00003520  =   1.00003815
 SY2952!SPC WA S     -   1.00000295  x   1.00000006  =   1.00000301
 SY2952!UTM  10      -   1.00000295  x   0.99961634  =   0.99961929
 SY2952
 SY2952:                Primary Azimuth Mark                     Grid Az
 SY2952:SPC WA N     -  BLUFF                                    161 50 45.8
 SY2952:SPC WA S     -  BLUFF                                    162 03 27.6
 SY2952:UTM  10      -  BLUFF                                    160 14 14.6
 SY2952
 SY2952|---------------------------------------------------------------------|
 SY2952| PID    Reference Object                     Distance      Geod. Az  |
 SY2952|                                                           dddmmss.s |
 SY2952| SY0851 BLUFF                               APPROX. 4.9 KM 1603532.3 |
 SY2952|---------------------------------------------------------------------|
 SY2952
 SY2952                          SUPERSEDED SURVEY CONTROL
 SY2952
 SY2952  NAD 83(1986)-  47 20 00.87507(N)    122 31 02.36120(W) AD(       ) 3
 SY2952  NAD 27      -  47 20 01.52905(N)    122 30 57.90562(W) AD(       ) 3
 SY2952  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 SY2952
 SY2952.Superseded values are not recommended for survey control.
 SY2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2952.See file dsdata.txt to determine how the superseded data were derived.
 SY2952
 SY2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3646742347(NAD 83)
 SY2952_MARKER: DS = TRIANGULATION STATION DISK
 SY2952_SETTING: 0 = UNSPECIFIED SETTING
 SY2952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2952
 SY2952  HISTORY     - Date     Condition        Report By
 SY2952  HISTORY     - 1976     MONUMENTED       NOSPMC
 SY2952
 SY2952                          STATION DESCRIPTION
 SY2952
 SY2952'DESCRIBED BY PACIFIC MARINE CENTER 1976 (RBM)
 SY2952'LOCATED ON THE SOUTH SHORE OF VASHON ISLAND, ON POINT DALCO, ABOUT
 SY2952'2-1/4 MILES NORTH-NORTHWEST OF RUSTON, ABOUT 1/2 MILE WEST-NORTHWEST
 SY2952'OF TAHLEQUAH (FERRY DOCK), ON THE TOP OF A CONCRETE, BULKHEAD AND
 SY2952'ON THE SOUTH SIDE OF THE PROPERTY OF P. D. TEED.
 SY2952'
 SY2952'THE STATION IS AN N.O.S. DISK STAMPED DALCO 1976 TRAV STA CEMENTED,
 SY2952'FLUSH IN THE TOP OF A CONCRETE BULKHEAD, 1.7 FEET NORTH OF THE SOUTH
 SY2952'EDGE OF THE BULKHEAD, 54-1/2 FEET WEST OF THE EAST END OF THE
 SY2952'BULKHEAD AND 11 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 SY2952'SMALL, BEACH COTTAGE.
 SY2952'
 SY2952'REFERENCE MARK 1 IS AN N.O.S. DISK STAMPED DALCO RM 1 1976 CEMENTED
 SY2952'IN A DRILL HOLE ON TOP OF THE EAST END OF A 6 FOOT BY 2-1/2 FOOT HIGH
 SY2952'BOULDER, 35 FEET SOUTH OF THE CONCRETE BULKHEAD AND ABOUT AT THE
 SY2952'HALF TIDE LEVEL.
 SY2952'
 SY2952'THE STATION WAS REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2999 ***********************************************************************
 SY2999  DESIGNATION -  DALE
 SY2999  PID         -  SY2999
 SY2999  STATE/COUNTY-  WA/PIERCE
 SY2999  USGS QUAD   -  FOX ISLAND (1994)
 SY2999
 SY2999                         *CURRENT SURVEY CONTROL
 SY2999  ___________________________________________________________________
 SY2999* NAD 83(1991)-  47 21 21.64821(N)    122 39 08.34802(W)     ADJUSTED  
 SY2999* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SY2999  ___________________________________________________________________
 SY2999  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 SY2999  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 SY2999
 SY2999  HORZ ORDER  -  SECOND
 SY2999
 SY2999.The horizontal coordinates were established by classical geodetic methods
 SY2999.and adjusted by the National Geodetic Survey in December 1991..
 SY2999
 SY2999.The orthometric height was scaled from a topographic map.
 SY2999
 SY2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2999
 SY2999.The geoid height was determined by GEOID03.
 SY2999
 SY2999;                    North         East     Units Scale Factor Converg.
 SY2999;SPC WA S     -   227,049.918   337,413.085   MT  1.00000527   -1 33 48.4
 SY2999;SPC WA S     -   744,912.94  1,106,996.10   sFT  1.00000527   -1 33 48.4
 SY2999;SPC WA N     -    41,206.672   362,585.549   MT  1.00002997   -1 21 15.4
 SY2999;SPC WA N     -   135,192.22  1,189,582.76   sFT  1.00002997   -1 21 15.4
 SY2999;UTM  10      - 5,244,786.422   526,256.553   MT  0.99960847   +0 15 20.7
 SY2999
 SY2999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2999!SPC WA S     -   1.00000195  x   1.00000527  =   1.00000722
 SY2999!SPC WA N     -   1.00000195  x   1.00002997  =   1.00003192
 SY2999!UTM  10      -   1.00000195  x   0.99960847  =   0.99961042
 SY2999
 SY2999|---------------------------------------------------------------------|
 SY2999| PID    Reference Object                     Distance      Geod. Az  |
 SY2999|                                                           dddmmss.s |
 SY2999| CE3510 DALE RM                              20.090 METERS 19121     |
 SY2999| SY2978 GIN                                 APPROX. 2.0 KM 3123116.2 |
 SY2999|---------------------------------------------------------------------|
 SY2999
 SY2999                          SUPERSEDED SURVEY CONTROL
 SY2999
 SY2999  NAD 83(1986)-  47 21 21.64340(N)    122 39 08.35784(W) AD(       ) 2
 SY2999  NAD 27      -  47 21 22.29700(N)    122 39 03.87500(W) AD(       ) 2
 SY2999
 SY2999.Superseded values are not recommended for survey control.
 SY2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2999.See file dsdata.txt to determine how the superseded data were derived.
 SY2999
 SY2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2625744786(NAD 83)
 SY2999_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2999_SETTING: 80 = SET IN A BOULDER
 SY2999_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY2999
 SY2999  HISTORY     - Date     Condition        Report By
 SY2999  HISTORY     - 1935     MONUMENTED       CGS
 SY2999  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY2999
 SY2999                          STATION DESCRIPTION
 SY2999
 SY2999'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2999'STATION IS LOCATED ON THE E SHORE OF CARR INLET, ABOUT 2 MILES S
 SY2999'OF THE TOWN OF PURDY, ON GENTLY ROUNDING POINT.  THERE IS A SMALL
 SY2999'BAY, LOCALLY KNOWN AS CHERRY COVE, IMMEDIATELY S OF POINT.  BOULDER
 SY2999'CONTAINING STATION IS EMBEDDED IN THE BEACH ABOUT 3 FEET BELOW
 SY2999'HIGH-WATER LEVEL AND IS 16 METERS FROM WOODED BLUFF WHICH IS
 SY2999'ABOUT 5 FEET HIGH.  BOULDER IS APPROXIMATELY 2 BY 3 BY 1 FEET
 SY2999'ABOVE SURFACE.  THERE IS A SMALL BOATHOUSE ON PILING A FEW
 SY2999'METERS N OF STATION.
 SY2999'
 SY2999'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 SY2999'BOULDER, AS DESCRIBED IN NOTE 4.
 SY2999'
 SY2999'REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 12C, BY A STANDARD
 SY2999'BRONZE DISK IN A LARGE, WHITE GRANITE BOULDER CLOSE TO BLUFF LINE
 SY2999'ON BEACH AND IS APPROXIMATELY 5 BY 6 BY 3 FEET.
 SY2999
 SY2999                          STATION RECOVERY (1966)
 SY2999
 SY2999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2999'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED.  THE STATION
 SY2999'MARK IS IN A 3-FOOT BOULDER WHICH PROJECTS 1 FOOT.  IT IS 2 FEET
 SY2999'WEST OF THE LOG BULKHEAD IN FRONT OF A FLAT-ROOFED, DAYLIGHT
 SY2999'BASEMENT HOME.
 SY2999'
 SY2999'THE REFERENCE MARK IS ABOUT 81 FEET SOUTHWEST OF THE STATION.  IT
 SY2999'IS A STANDARD DISK, STAMPED DALE 1935, SET IN A 6 X 9-FOOT GRANITE
 SY2999'BOULDER WHICH PROJECTS 3 FEET.  THE EDGE OF THE BOULDER IS AGAINST
 SY2999'THE BULKHEAD.
 SY2999'
 SY2999'THE MEASUREMENT GIVEN IN THE 1935 DESCRIPTION, TO THE REFERENCE
 SY2999'MARK, IS 20.09 METERS AND THE MARKS ARE NOW ABOUT 24.7 METERS
 SY2999'APART.  ALSO, THE ARROW ON THE REFERENCE MARK POINTS ABOUT 40
 SY2999'DEGREES TO THE LEFT OF THE STATION, INDICATING MOVEMENT OF ONE OR
 SY2999'BOTH OF THE MARKS.
 SY2999'
 SY2999'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 302
 SY2999'AND 16 IN PURDY, GO SOUTH ON STATE HIGHWAY 16 FOR 2.0 MILES TO A
 SY2999'CAUTION LIGHT AT AN INTERSECTION.  CONTINUE SOUTHERLY ON THE
 SY2999'HIGHWAY FOR 0.15 MILE TO SWEDE HILL ROAD, TURN RIGHT AND GO
 SY2999'WESTERLY ON THE BLACKTOP ROAD FOR 1.65 MILE TO A SIDE ROAD LEFT,
 SY2999'CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO A SIDE ROAD RIGHT ON
 SY2999'TOP OF A HILL, TURN RIGHT AND FOLLOW THE BLACKTOP ROAD 0.2 MILE
 SY2999'TO A FORK, KEEP LEFT FORK ABOUT 100 FEET TO A POINT WHERE THE
 SY2999'ROAD LEVELS OFF, WALK WEST 50 YARDS TO A FLAT-ROOFED HOUSE
 SY2999'ON THE BEACH AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5452 ***********************************************************************
 SY5452  DESIGNATION -  DALE
 SY5452  PID         -  SY5452
 SY5452  STATE/COUNTY-  WA/KITSAP
 SY5452  USGS QUAD   -  POULSBO (1981)
 SY5452
 SY5452                         *CURRENT SURVEY CONTROL
 SY5452  ___________________________________________________________________
 SY5452* NAD 83(1991)-  47 38 24.82857(N)    122 40 36.82783(W)     ADJUSTED  
 SY5452* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY5452  ___________________________________________________________________
 SY5452  LAPLACE CORR-         -14.19  (seconds)                    DEFLEC99
 SY5452  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 SY5452
 SY5452  HORZ ORDER  -  SECOND
 SY5452
 SY5452.The horizontal coordinates were established by classical geodetic methods
 SY5452.and adjusted by the National Geodetic Survey in December 1991..
 SY5452
 SY5452.The orthometric height was scaled from a topographic map.
 SY5452
 SY5452.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5452
 SY5452.The geoid height was determined by GEOID03.
 SY5452
 SY5452;                    North         East     Units Scale Factor Converg.
 SY5452;SPC WA N     -    72,841.208   361,486.108   MT  0.99997679   -1 22 21.3
 SY5452;SPC WA N     -   238,979.86  1,185,975.67   sFT  0.99997679   -1 22 21.3
 SY5452;UTM  10      - 5,276,365.124   524,269.143   MT  0.99960724   +0 14 19.5
 SY5452
 SY5452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5452!SPC WA N     -   1.00000307  x   0.99997679  =   0.99997986
 SY5452!UTM  10      -   1.00000307  x   0.99960724  =   0.99961031
 SY5452
 SY5452|---------------------------------------------------------------------|
 SY5452| PID    Reference Object                     Distance      Geod. Az  |
 SY5452|                                                           dddmmss.s |
 SY5452| CF6511 DALE RM 2                                          14506     |
 SY5452| CF6510 DALE RM 1                                          23952     |
 SY5452| SY5440 SILVERDALE CITY WAREHSE S GAB       APPROX. 1.4 KM 2764327.5 |
 SY5452| SY5439 SILVERDALE CHURCH SPIRE             APPROX. 1.6 KM 2945959.2 |
 SY5452| SY5430 SILVERDALE HIGH SCHOOL FLAG         APPROX. 2.0 KM 3045758.8 |
 SY5452|---------------------------------------------------------------------|
 SY5452
 SY5452                          SUPERSEDED SURVEY CONTROL
 SY5452
 SY5452  NAD 83(1986)-  47 38 24.82415(N)    122 40 36.83406(W) AD(       ) 2
 SY5452  NAD 27      -  47 38 25.48400(N)    122 40 32.32200(W) AD(       ) 2
 SY5452
 SY5452.Superseded values are not recommended for survey control.
 SY5452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5452.See file dsdata.txt to determine how the superseded data were derived.
 SY5452
 SY5452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2426976365(NAD 83)
 SY5452_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5452_SETTING: 80 = SET IN A BOULDER
 SY5452_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY5452
 SY5452  HISTORY     - Date     Condition        Report By
 SY5452  HISTORY     - 1935     MONUMENTED       CGS
 SY5452  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY5452  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY5452
 SY5452                          STATION DESCRIPTION
 SY5452
 SY5452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5452'IN PUGET SOUND NORTH AND WEST OF BREMERTON ON THE EAST SHORE OF
 SY5452'DYES INLET NEAR THE NORTH END, 1-1/4 MILES NORTH FROM THE DOCK AT
 SY5452'FAIRVIEW, WHERE THE BEACH BEARS NORTHWEST AND SOUTHEAST, 30 METERS
 SY5452'EAST OF A RANGE ACROSS THE WEST POINT AT FAIRVIEW AND THE WEST
 SY5452'TANGENT OF THE LARGER AND MORE EASTERLY OF TWO PENINSULAS IN
 SY5452'OSTRICH BAY, ON A BOULDER 3 FEET ACROSS PROJECTING 1 FOOT ABOVE
 SY5452'THE BEACH AT THE H.W.L. AND 3 METERS FROM THE FOOT OF THE
 SY5452'BLUFF.  THE STATION IS MARKED AS DESCRIBED IN NOTE 4.
 SY5452'
 SY5452'R.M. 1 IS ON A 3 FOOT BOULDER PROJECTING 1 FOOT ABOVE THE BEACH,
 SY5452'INSIDE THE H.W.L. AND DIRECTLY OFFSHORE FROM THE STATION.
 SY5452'
 SY5452'R.M. 2 IS EAST OF THE STATION ON THE H.W.L. ON A SMALL BOULDER
 SY5452'FLUSH WITH THE BEACH.
 SY5452
 SY5452                          STATION RECOVERY (1951)
 SY5452
 SY5452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HAH)
 SY5452'FOUND STATION IN GOOD CONDITION BUT REFERENCE MARKS WERE OUT OF
 SY5452'POSITION.
 SY5452
 SY5452                          STATION RECOVERY (1956)
 SY5452
 SY5452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY5452'THE STATION WAS RECOVERED AS DESCRIBED, BUT WAS FOUND TO HAVE BEEN
 SY5452'MOVED BY TIDE AND WAVE ACTION.  THE STATION MARK WAS DESTROYED AND
 SY5452'A NEW STATION DALE 2 1956 WAS ESTABLISHED.
 SY5452'
 SY5452'REFERENCE MARK 1 WAS FOUND IN A LOOSE BOULDER ON THE BEACH AND
 SY5452'THE MARK WAS DESTROYED.  REFERENCE MARK 2 WAS NOT FOUND AND PRESUMED
 SY5452'TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1234 ***********************************************************************
 SV1234  DESIGNATION -  DALE
 SV1234  PID         -  SV1234
 SV1234  STATE/COUNTY-  WA/SPOKANE
 SV1234  USGS QUAD   -  SPOKANE NW (1986)
 SV1234
 SV1234                         *CURRENT SURVEY CONTROL
 SV1234  ___________________________________________________________________
 SV1234* NAD 83(1991)-  47 38 46.68326(N)    117 26 33.82920(W)     ADJUSTED  
 SV1234* NAVD 88     -       592.     (meters)    1942.     (feet)  SCALED    
 SV1234  ___________________________________________________________________
 SV1234  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 SV1234  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 SV1234
 SV1234  HORZ ORDER  -  THIRD
 SV1234
 SV1234.The horizontal coordinates were established by classical geodetic methods
 SV1234.and adjusted by the National Geodetic Survey in December 1991..
 SV1234
 SV1234.The orthometric height was scaled from a topographic map.
 SV1234
 SV1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1234
 SV1234.The geoid height was determined by GEOID03.
 SV1234
 SV1234;                    North         East     Units Scale Factor Converg.
 SV1234;SPC WA N     -    77,467.884   754,661.067   MT  0.99997592   +2 31 27.7
 SV1234;SPC WA N     -   254,159.22  2,475,917.18   sFT  0.99997592   +2 31 27.7
 SV1234;UTM  11      - 5,277,084.193   466,749.229   MT  0.99961359   -0 19 37.9
 SV1234
 SV1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1234!SPC WA N     -   0.99991006  x   0.99997592  =   0.99988598
 SV1234!UTM  11      -   0.99991006  x   0.99961359  =   0.99952369
 SV1234
 SV1234|---------------------------------------------------------------------|
 SV1234| PID    Reference Object                     Distance      Geod. Az  |
 SV1234|                                                           dddmmss.s |
 SV1234| CF1315 DALE RM 1                            11.298 METERS 03429     |
 SV1234| SV1238 CAR                                 APPROX. 2.3 KM 2540324.9 |
 SV1234| CF1316 DALE RM 2                            12.923 METERS 32333     |
 SV1234|---------------------------------------------------------------------|
 SV1234
 SV1234                          SUPERSEDED SURVEY CONTROL
 SV1234
 SV1234  NAD 83(1986)-  47 38 46.69179(N)    117 26 33.81887(W) AD(       ) 3
 SV1234  NAD 27      -  47 38 47.08500(N)    117 26 30.06300(W) AD(       ) 3
 SV1234
 SV1234.Superseded values are not recommended for survey control.
 SV1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1234.See file dsdata.txt to determine how the superseded data were derived.
 SV1234
 SV1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN6674977084(NAD 83)
 SV1234_MARKER: DS = TRIANGULATION STATION DISK
 SV1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1234_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SV1234
 SV1234  HISTORY     - Date     Condition        Report By
 SV1234  HISTORY     - 1957     MONUMENTED       CGS
 SV1234  HISTORY     - 1963     GOOD             WAWHI
 SV1234  HISTORY     - 1963     GOOD             WAHC
 SV1234  HISTORY     - 1965     GOOD             CGS
 SV1234  HISTORY     - 1974     GOOD             USGS
 SV1234  HISTORY     - 1983     GOOD             USPSQD
 SV1234
 SV1234                          STATION DESCRIPTION
 SV1234
 SV1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LSB)
 SV1234'THE STATION IS IN THE WEST SIDE OF SPOKANE, WASHINGTON, ABOUT
 SV1234'0.5 MILE SOUTH OF U.S. HIGHWAYS 10, 2, 395 AND 195.  IT IS ON A
 SV1234'HIGH BANK, EAST, AND OVERLOOKING THE NORTHERN PACIFIC RAILROAD,
 SV1234'U.S. HIGHWAY 195 AND LATAH CREEK.
 SV1234'
 SV1234'TO REACH THE STATION FROM THE INTERSECTION OF THE SUNSET BOULEVARD,
 SV1234'U.S. HIGHWAYS 10, 2, 395 AND 195, AND CANYON STREET.  GO SOUTH ON
 SV1234'CANYON STREET FOR 0.4 MILE TO 10 TH. AVENUE.  TURN RIGHT, WEST,
 SV1234'ON 10 TH. AVENUE FOR 1/2 OF A BLOCK TO THE END OF THE AVENUE.
 SV1234'HERE PACK WEST FOR ABOUT 60 YARDS TO THE STATION AT THE EDGE OF A
 SV1234'STEEP BANK.
 SV1234'
 SV1234'THE STATION* IS A STANDARD DISK STAMPED DALE 1957.  IT IS
 SV1234'CEMENTED IN THE TOP OF A ROUND CONCRETE POST, WHICH IS 10 INCHES
 SV1234'IN DIAMETER, SET IN THE GROUND AND PROJECTING 2 INCHES.  THE MARK
 SV1234'IS 31.5 FEET SOUTHWEST OF A FENCE CORNER, 6.3 FEET NORTHEAST OF A
 SV1234'WHITE WITNESS POST AND 5 FEET EAST OF THE EDGE OF A STEEP SLOPE.
 SV1234'
 SV1234'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DALE NO 1 1957.  IT IS
 SV1234'CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE POST SET IN THE
 SV1234'GROUND AND IS FLUSH.  THE MARK IS 20.5 FEET EAST OF A FENCE CORNER,
 SV1234'6 INCHES SOUTH OF AN EAST-WEST FENCE AND ABOUT 3 FEET HIGHER
 SV1234'THAN THE STATION ELEVATION.
 SV1234'
 SV1234'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DALE NO 2 1957.  IT
 SV1234'IS CEMENTED IN THE TOP OF A ROUND CONCRETE POST, WHICH IS 10
 SV1234'INCHES IN DIAMETER, SET IN THE GROUND AND PROJECTING 6 INCHES.  THE
 SV1234'MARK IS 28 FEET WEST OF A NORTH-SOUTH FENCE, 8 FEET NORTHEAST OF
 SV1234'A POWER LINE POLE, 4 FEET EAST OF THE EDGE OF A STEEP SLOPE AND 8
 SV1234'FEET LOWER THAN THE STATION ELEVATION.
 SV1234'
 SV1234'*THE STATION MARK IS IDENTICAL WITH THE WASHINGTON STATE HIGHWAY
 SV1234'DEPARTMENT MARK OF THE SAME NAME, WHICH CONSISTS OF A 1-INCH IRON
 SV1234'PIPE DRIVEN INTO THE GROUND FOR AN UNDETERMINED LENGTH AND EXTENDS
 SV1234'UP THROUGH THE CONCRETE POST TO WITHIN 4 INCHES OF THE SURFACE.
 SV1234
 SV1234                          STATION RECOVERY (1963)
 SV1234
 SV1234'RECOVERY NOTE BY WALKER AND WHITEFORD INCORPORATED 1963
 SV1234'STATION AND REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION.
 SV1234'
 SV1234'DID NOT MAKE A THOROUGH SEARCH FOR REFERENCE MARK NO. 1.
 SV1234
 SV1234                          STATION RECOVERY (1963)
 SV1234
 SV1234'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1963
 SV1234'STATION WAS RECOVERED IN GOOD CONDITION.
 SV1234
 SV1234                          STATION RECOVERY (1965)
 SV1234
 SV1234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1234'STATION WAS RECOVERED AS DESCRIBED.  ADDITIONAL INFORMATION
 SV1234'FOLLOWS--
 SV1234'
 SV1234'THE STATION MARK IS 51-1/2 FEET NORTHWEST OF THE NORTHWEST CORNER
 SV1234'OF THE CONCRETE WALKWAY AROUND THE WESTVIEW MANOR APARTMENTS AT
 SV1234'W. 2015 - 10TH AVENUE, 31-1/2 FEET SOUTH-SOUTHWEST OF A FENCE
 SV1234'CORNER, 27 FEET SOUTHWEST OF A 16-INCH PINE TREE AND 6 FEET
 SV1234'NORTHEAST OF THE CENTER OF A SEWER MANHOLE WHICH IS BUILT UP 3
 SV1234'FEET ABOVE GROUND LEVEL.
 SV1234'
 SV1234'REFERENCE MARK NO. 1 IS 6 INCHES SOUTH OF THE CLOSELY-WOVEN WIRE
 SV1234'FENCE, 18-1/2 FEET EAST OF A FENCE CORNER, AND 11 FEET NORTH OF A
 SV1234'16-INCH PINE TREE.
 SV1234'
 SV1234'REFERENCE MARK NO. 2, IS 26 FEET WEST-NORTHWEST OF THE FENCE
 SV1234'CORNER AND 9 FEET NORTHEAST OF THE EAST ONE OF TWO POWER
 SV1234'POLES.  THE MARK PROJECTS 6 INCHES.
 SV1234
 SV1234                          STATION RECOVERY (1974)
 SV1234
 SV1234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SV1234'THE STATION MARK AND R.M. NO. 2 WERE FOUND IN GOOD
 SV1234'CONDITION.  R.M. NO. 1 WAS NOT FOUND.  THE STATION SITE IS IN
 SV1234'BACK OF A NEW APARTMENT DEVELOPMENT AT 10TH AND CANNON.  (NOT
 SV1234'CANYON)
 SV1234
 SV1234                          STATION RECOVERY (1983)
 SV1234
 SV1234'RECOVERY NOTE BY US POWER SQUADRON 1983 (JP)
 SV1234'DALE 1957 RECOVERED GOOD.
 SV1234'
 SV1234'RECOVERED STATION MARK.  IT IS 6 FEET NORTHEAST OF THE CENTER OF A
 SV1234'SEWER MAN HOLE WHICH IS 3 FEET ABOVE GROUND AND 3 FEET IN DIAMETER.
 SV1234'THERE ARE NO FENCES REMAINING IN THE AREA.  OTHER DIRECTIONS ARE
 SV1234'CORRECT.  REFERENCE STATION NO. 2 IS 9 FEET NORTHEAST OF THE EAST
 SV1234'LARGE (OF 2) POWER POLE.  NO FENCES REMAIN.  STATION NO. 1 WAS
 SV1234'NOT LOCATED.  OTHER REFERENCES ARE OK.  (NEW-TRAVEL-ROUTE - GO
 SV1234'SOUTH ON MAPLE TO 10TH AVE.  TURN WEST (RIGHT) ON 10TH TO END OF
 SV1234'STREET.  PACK WEST BETWEEN 2 APT. BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1476 ***********************************************************************
 RB1476  DESIGNATION -  DALE
 RB1476  PID         -  RB1476
 RB1476  STATE/COUNTY-  WA/KLICKITAT
 RB1476  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1476
 RB1476                         *CURRENT SURVEY CONTROL
 RB1476  ___________________________________________________________________
 RB1476* NAD 83(1991)-  45 50 21.68496(N)    119 54 48.36445(W)     ADJUSTED  
 RB1476* NAVD 88     -       237.0    (meters)     778.     (feet)  VERTCON   
 RB1476  ___________________________________________________________________
 RB1476  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 RB1476  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 RB1476
 RB1476  HORZ ORDER  -  SECOND
 RB1476
 RB1476.The horizontal coordinates were established by classical geodetic methods
 RB1476.and adjusted by the National Geodetic Survey in December 1991..
 RB1476
 RB1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1476
 RB1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1476
 RB1476.The geoid height was determined by GEOID03.
 RB1476
 RB1476;                    North         East     Units Scale Factor Converg.
 RB1476;SPC WA S     -    56,414.376   545,568.125   MT  0.99999864   +0 25 33.9
 RB1476;SPC WA S     -   185,086.17  1,789,918.09   sFT  0.99999864   +0 25 33.9
 RB1476;SPC OR N     -   241,605.042 2,545,566.526   MT  0.99996312   +0 24 57.5
 RB1476;SPC OR N     -   792,667.46  8,351,596.21   iFT  0.99996312   +0 24 57.5
 RB1476;UTM  11      - 5,080,327.472   273,756.795   MT  1.00022932   -2 05 27.4
 RB1476
 RB1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1476!SPC WA S     -   0.99996626  x   0.99999864  =   0.99996490
 RB1476!SPC OR N     -   0.99996626  x   0.99996312  =   0.99992938
 RB1476!UTM  11      -   0.99996626  x   1.00022932  =   1.00019557
 RB1476
 RB1476|---------------------------------------------------------------------|
 RB1476| PID    Reference Object                     Distance      Geod. Az  |
 RB1476|                                                           dddmmss.s |
 RB1476| CF4747 DALE RM 1                            11.888 METERS 09419     |
 RB1476| CF4748 DALE RM 2                            10.365 METERS 18957     |
 RB1476| RB1478 SIX                                 APPROX. 2.9 KM 2164139.3 |
 RB1476| RB1477 ALDER RESET                         APPROX. 2.4 KM 2984803.8 |
 RB1476|---------------------------------------------------------------------|
 RB1476
 RB1476                          SUPERSEDED SURVEY CONTROL
 RB1476
 RB1476  NAD 83(1991)-  45 50 21.68497(N)    119 54 48.36446(W) AD(       ) 2
 RB1476  NAD 83(1986)-  45 50 21.69432(N)    119 54 48.35603(W) AD(       ) 2
 RB1476  NAD 27      -  45 50 22.21900(N)    119 54 44.23200(W) AD(       ) 2
 RB1476  NGVD 29 (07/19/86)  236.0    (m)          774.     (f) VERT ANG       
 RB1476
 RB1476.Superseded values are not recommended for survey control.
 RB1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1476.See file dsdata.txt to determine how the superseded data were derived.
 RB1476
 RB1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL7375780327(NAD 83)
 RB1476_MARKER: DD = SURVEY DISK
 RB1476_SETTING: 66 = SET IN ROCK OUTCROP
 RB1476_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RB1476
 RB1476  HISTORY     - Date     Condition        Report By
 RB1476  HISTORY     - 1942     MONUMENTED       USE
 RB1476  HISTORY     - 1967     GOOD             CGS
 RB1476  HISTORY     - 1971     GOOD             NGS
 RB1476
 RB1476                          STATION DESCRIPTION
 RB1476
 RB1476'DESCRIBED BY US ENGINEERS 1942 (ANS)
 RB1476'STATION IS ABOUT 1 MILE ENE OF THE HAMLET OF ALDERDALE ON THE
 RB1476'SPOKANE, PORTLAND, AND SEATTLE RAILWAY AND 1/2 MILE N OF THE
 RB1476'COLUMBIA RIVER ON A HIGH, BARE RIDGE THAT DROPS OFF SHARPLY TO THE
 RB1476'S AND W AND SLOPES GENTLY TO THE NE.
 RB1476'
 RB1476'STATION MARK IS A STANDARD U.S.E. CONTROL-STATION DISK SET IN A
 RB1476'BEDROCK OUTCROP ABOUT 2-1/2 FEET IN DIAMETER AND PROJECTING ABOUT
 RB1476'8 INCHES ABOVE THE GROUND.  IT IS ABOUT 30 METERS SW OF THE
 RB1476'HIGHEST POINT OF THE RIDGE, 21 METERS NE OF THE END OF THE RIDGE,
 RB1476'AND 2 METERS NNE OF A WHITE REFERENCE POST PROJECTING ABOUT 2
 RB1476'FEET.  IT IS STAMPED DALE 1942.
 RB1476'
 RB1476'THERE IS NO UNDERGROUND MARK.
 RB1476'
 RB1476'REFERENCE MARK NO.1 IS A STANDARD U.S.E. DISK SET IN A BOULDER
 RB1476'ABOUT 1-1/2 BY 2 FEET AND PROJECTS ABOUT 16 INCHES ABOVE THE
 RB1476'GROUND.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK AND
 RB1476'ABOUT 30 METERS S OF THE HIGHEST POINT OF THE RIDGE.  IT IS
 RB1476'STAMPED DALE R.M. 1 1942.
 RB1476'
 RB1476'REFERENCE MARK NO.2 IS A STANDARD U.S.E. STATION DISK SET IN A
 RB1476'BOULDER ABOUT 3-1/2 BY 4 FEET AND PROJECTS ABOUT 2 FEET ABOVE THE
 RB1476'GROUND.  IT IS ABOUT 40 METERS SW OF THE HIGHEST PART OF THE HILL,
 RB1476'18 METERS E OF THE EDGE, AND ABOUT 1-1/2 FEET LOWER IN ELEVATION
 RB1476'THAN THE STATION MARK.  IT IS STAMPED DALE R.M.NO.2 1942.
 RB1476'
 RB1476'STATION SIX (U.S.E.) WILL SERVE AS THE AZIMUTH MARK FOR THIS
 RB1476'STATION.  IT IS ABOUT 1.5 MILES SW ON THE S SIDE OF U.S. HIGHWAY 30.
 RB1476'
 RB1476'TO REACH FROM THE BRIDGE JUST NW OF ALDERDALE GO E, STRAIGHT
 RB1476'AHEAD, 0.2 MILE TO T-INTERSECTION.  TURN LEFT AND CONTINUE 0.05
 RB1476'MILE TO TRACK ROAD ON RIGHT.  TURN RIGHT AND FOLLOW MAIN TRACK
 RB1476'ROAD 0.8 MILE TO POINT NEAR SUMMIT OF RIDGE.  TURN RIGHT OFF ROAD
 RB1476'AND GO SOUTHWESTERLY ALONG TOP OF RIDGE 0.4 MILE TO STATION AT SW
 RB1476'END OF RIDGE.
 RB1476
 RB1476                          STATION RECOVERY (1967)
 RB1476
 RB1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RBM)
 RB1476'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 RB1476'CONDITION.  LOCATED ABOUT 1/2 MILE NORTHEAST OF ALDERDALE, NEAR
 RB1476'THE TOP OF A BARE ROCKY RIDGE AND OVERLOOKING THE COLUMBIA RIVER.
 RB1476'
 RB1476'THE STATION IS A CORPS OF ENGINEERS DISK STAMPED DALE 1942 SET
 RB1476'IN A ROCKY OUTCROP ABOUT 2-1/2 FEET IN DIAMETER AND ABOUT 8 INCHES
 RB1476'HIGH.  IT IS 100 FEET SOUTHWEST AND ABOUT 4 FEET LOWER THAN THE
 RB1476'HIGHEST POINT OF THE RIDGE AND 64 FEET SOUTHEAST OF A 12-FOOT HIGH
 RB1476'LONE WOODEN POLE.
 RB1476'
 RB1476'REFERENCE MARK 1 IS A CORPS OF ENGINEERS DISK STAMPED DALE RM 1
 RB1476'1942 SET IN A BOULDER PROJECTING ABOUT 16 INCHES AND ABOUT THE
 RB1476'SAME ELEVATION AS THE STATION.
 RB1476'
 RB1476'REFERENCE MARK 2 IS A CORPS OF ENGINEERS DISK STAMPED DALE RM NO 2
 RB1476'1942 SET IN THE TOP OF A 2-FOOT HIGH BOULDER, ABOUT 1-1/2 FEET
 RB1476'LOWER THAN THE STATION.
 RB1476'
 RB1476'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 12 AND DEAD CANYON
 RB1476'ROAD NEAR ALDERDALE, GO NOTH ON DEAD CANYON ROAD FOR 0.2 MILE, TURN
 RB1476'RIGHT ON A SIDE ROAD, GO 0.2 MILE TO A CURVE IN THE ROAD, SWING
 RB1476'LEFT OFF THE ROAD, GO 0.7 MILE NORTHEAST, ACROSS COUNTRY AND ALONG
 RB1476'A DIRT ROAD TO A THREE LEGGED, SKELETON STEEL, POWER TRANSMISSION
 RB1476'TOWER, SWING HARD RIGHT, GO 0.3 MILE ACROSS COUNTRY (SOUTHWEST)
 RB1476'TO THE TOP OF THE HILL AND THE STATION.
 RB1476
 RB1476                          STATION RECOVERY (1971)
 RB1476
 RB1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 RB1476'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 RB1476'DESCRIBED IN THE 1942 DESCRIPTION.  THE AZIMUTH MARK, SIX (USE)
 RB1476'1942, WAS NOT SEARCHED FOR AT THIS TIME.  STATION ALDER (USGS) 1916
 RB1476'WILL SERVE AS THE AZIMUTH MARK.  DUE TO A FEW ROAD CHANGES, A NEW
 RB1476'DESCRIPTION FOLLOWS.
 RB1476'
 RB1476'THE STATION IS LOCATED ABOUT 14 MILES EAST OF ROOSEVELT, 17 MILES
 RB1476'WEST OF PATERSON AND 1/2 MILE NORTH OF THE COLUMBIA RIVER.  IT IS
 RB1476'ON A HIGH, BARE RIDGE THAT DROPS OFF SHARPLY TO THE SOUTH AND WEST
 RB1476'AND SLOPES GENTLY TO THE NORTHEAST.  IT IS IN THE SW 1/4 SEC 10,
 RB1476'T 4 N, R 23 E.
 RB1476'
 RB1476'TO REACH THE STATION FROM THE TRAIN DEPOT IN ROOSEVELT, GO EAST
 RB1476'ON STATE HIGHWAY 14 FOR 7.95 MILES TO MILEPOST 142 ON THE RIGHT,
 RB1476'CONTINUE EAST FOR 6.95 MILES TO A BRIDGE OVER ALDER CREEK.
 RB1476'CONTINUE FOR 0.2 MILE TO A SIDE ROAD LEFT AND SIGN MABTON.  TURN
 RB1476'LEFT AND GO NORTHERLY FOR 0.15 MILE TO A CROSSROAD.  TURN RIGHT
 RB1476'AND GO UPHILL IN AN EASTERLY DIRECTION FOR 0.25 MILE TO A
 RB1476'POINT JUST BEFORE REACHING THE CREST OF A RIDGE.  TURN LEFT
 RB1476'AND GO NORTHERLY ON A DIM TRACK ROAD FOR 0.1 MILE TO ANOTHER
 RB1476'TRACK ROAD.  TURN RIGHT AND FOLLOW THIS TRACK ROAD NORTHEASTERLY
 RB1476'AROUND THE NORTH SIDE OF A RIDGE FOR 0.6 MILE TO THE TOP OF THE
 RB1476'RIDGE AND TWO LARGE POWER LINE POLES ON THE LEFT AND A SMALLER
 RB1476'ONE ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY PICKING ONES WAY
 RB1476'ACROSS COUNTRY FOR 0.25 MILE TO THE END OF THE RIDGE AND THE
 RB1476'STATION.
 RB1476'
 RB1476'THE STATION MARK IS A U.S. ARMY ENGINEERS CONTROL STATION DISK
 RB1476'STAMPED DALE 1942.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK AND
 RB1476'PROJECTS ABOUT 2 INCHES.  IT IS ABOUT 100 FEET NORTH OF THE EDGE
 RB1476'OF THE RIDGE AND IS 7.0 FEET SOUTH OF A WITNESS POST.
 RB1476'
 RB1476'REFERENCE MARK 1 IS A U.S. ARMY ENGINEERS REFERENCE DISK STAMPED
 RB1476'DALE RM 1 1942.  IT IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 RB1476'PROJECTS ABOUT 1 FOOT AND IS ABOUT 6 INCHES LOWER THAN THE
 RB1476'STATION.  IT IS 40.0 FEET EAST OF THE WITNESS POST.
 RB1476'
 RB1476'REFERENCE MARK 2 IS A U.S. ARMY ENGINEERS CONTROL STATION DISK
 RB1476'STAMPED DALE RM NO 2 1942.  IT IS CEMENTED IN A DRILL HOLE IN A
 RB1476'BOULDER WHICH PROJECTS ABOUT 2 FEET ON THE SOUTH AND 1 FOOT ON THE
 RB1476'NORTH.  IT IS 27.5 FEET SOUTH OF THE WITNESS POST.
 RB1476'
 RB1476'THE AZIMUTH MARK IS THE SHANK OF A DISK, CEMENTED IN A DRILL HOLE
 RB1476'IN THE TOP OF A BOULDER WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 RB1476'IS 46 FEET SOUTH OF A METAL WITNESS POST AND 46 FEET SOUTH OF A
 RB1476'FENCE.  FOR TO REACH, SEE DESCRIPTION TO STATION ALDER (USGS)
 RB1476'1916.
 RB1476'
 RB1476'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 RB1476'
 RB1476'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RB1476'14 MILES EAST OF ROOSEVELT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5450 ***********************************************************************
 SY5450  DESIGNATION -  DALE 2
 SY5450  PID         -  SY5450
 SY5450  STATE/COUNTY-  WA/KITSAP
 SY5450  USGS QUAD   -  POULSBO (1981)
 SY5450
 SY5450                         *CURRENT SURVEY CONTROL
 SY5450  ___________________________________________________________________
 SY5450* NAD 83(1991)-  47 38 24.87079(N)    122 40 36.75204(W)     ADJUSTED  
 SY5450* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 SY5450  ___________________________________________________________________
 SY5450  LAPLACE CORR-         -14.19  (seconds)                    DEFLEC99
 SY5450  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 SY5450
 SY5450  HORZ ORDER  -  THIRD
 SY5450
 SY5450.The horizontal coordinates were established by classical geodetic methods
 SY5450.and adjusted by the National Geodetic Survey in December 1991..
 SY5450
 SY5450.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5450
 SY5450.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5450
 SY5450.The geoid height was determined by GEOID03.
 SY5450
 SY5450;                    North         East     Units Scale Factor Converg.
 SY5450;SPC WA N     -    72,842.474   361,487.721   MT  0.99997679   -1 22 21.2
 SY5450;SPC WA N     -   238,984.02  1,185,980.96   sFT  0.99997679   -1 22 21.2
 SY5450;UTM  10      - 5,276,366.434   524,270.719   MT  0.99960724   +0 14 19.6
 SY5450
 SY5450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5450!SPC WA N     -   1.00000304  x   0.99997679  =   0.99997983
 SY5450!UTM  10      -   1.00000304  x   0.99960724  =   0.99961028
 SY5450
 SY5450|---------------------------------------------------------------------|
 SY5450| PID    Reference Object                     Distance      Geod. Az  |
 SY5450|                                                           dddmmss.s |
 SY5450| CF6507 DALE 2 RM 3                          12.412 METERS 14207     |
 SY5450| SY5448 CAMP                                APPROX. 1.7 KM 1823309.4 |
 SY5450| CF6509 DALE 2 RP                             2.650 METERS 29456     |
 SY5450| CF6508 DALE 2 RM 4                          17.425 METERS 34404     |
 SY5450|---------------------------------------------------------------------|
 SY5450
 SY5450                          SUPERSEDED SURVEY CONTROL
 SY5450
 SY5450  NAD 83(1986)-  47 38 24.86636(N)    122 40 36.75827(W) AD(       ) 3
 SY5450  NAD 27      -  47 38 25.52600(N)    122 40 32.24800(W) AD(       ) 3
 SY5450  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 SY5450
 SY5450.Superseded values are not recommended for survey control.
 SY5450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5450.See file dsdata.txt to determine how the superseded data were derived.
 SY5450
 SY5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2427176366(NAD 83)
 SY5450_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5450_SETTING: 80 = SET IN A BOULDER
 SY5450_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY5450
 SY5450  HISTORY     - Date     Condition        Report By
 SY5450  HISTORY     - 1956     MONUMENTED       CGS
 SY5450  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY5450
 SY5450                          STATION DESCRIPTION
 SY5450
 SY5450'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY5450'THE STATION IS ABOUT 5 MILES NORTH NORTHWEST OF BREMERTON, ABOUT
 SY5450'1.0 MILE EAST OF SILVERDALE AND ON THE EAST SHORE OF DYES INLET
 SY5450'OF PUGET SOUND.
 SY5450'
 SY5450'TO REACH THE STATION FROM THE POST OFFICE IN SILVERDALE, GO
 SY5450'NORTH ON STATE HIGHWAY 21 FOR 0.2 MILE TO AN OILED ROAD ON THE
 SY5450'RIGHT.  TURN RIGHT AND GO EAST FOR 0.8 MILE TO A T-ROAD ON THE
 SY5450'RIGHT AT THE SIGNS (TRACYTON-MANETTE).  TURN RIGHT AND GO SOUTH
 SY5450'FOR 0.7 MILE TO A PRIVATE ROAD ON THE RIGHT AT THE MAIL BOXES OF
 SY5450'F.E. OLEARY AND MARY BOE.  TURN RIGHT ON THE PRIVATE ROAD AND
 SY5450'FOLLOW IT WEST TO THE HOME OF A MR. HUEY.  FROM HERE PACK WEST
 SY5450'DOWN TO THE BEACH AND TO THE STATION, WHICH IS APPROXIMATELY
 SY5450'IN FRONT OF THE RESIDENCE OF MR. HUEY.
 SY5450'
 SY5450'THE STATION MARK IS A STANDARD DISK STAMPED DALE 2 1956.  IT IS
 SY5450'CEMENTED IN A DRILL HOLE IN A BURIED BOULDER AND IS FLUSH WITH
 SY5450'THE BEACH.  THE MARK IS AT THE FOOT OF A BLUFF, FACING THE WEST
 SY5450'AND DYES INLET, AND AT THE HIGH WATER LINE.
 SY5450'
 SY5450'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DALE 2 NO 3 1956.  IT
 SY5450'IS DRIVEN IN THE TOP OF A 12-INCH PILING, THE EIGHTH ONE FROM THE
 SY5450'HIGH WATER LINE, AT THE FOOT OF THE BLUFF AND PROJECTS 3 FEET
 SY5450'ABOVE THE BEACH.
 SY5450'
 SY5450'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DALE 2 NO 4 1956.  IT
 SY5450'IS BRAZED TO A LENGTH OF 2-INCH SOIL PIPE SET IN THE GROUND AND
 SY5450'PROJECTING 6 INCHES.  THE MARK IS 6 FEET EAST OF THE EDGE OF THE
 SY5450'BLUFF, 5 FEET SOUTH OF A LARGE FIR TREE AND 15 FEET ABOVE THE
 SY5450'STATION ELEVATION.
 SY5450'
 SY5450'REFERENCE POINT, IS A SMALL TREE NEAR THE HIGH WATER LINE.  THE
 SY5450'POINT OBSERVED WAS A NAIL DRIVEN INTO THE CENTER OF A TRIANGULAR
 SY5450'BLAZE ON THE TREE.
 SY5450
 SY5450                          STATION RECOVERY (1969)
 SY5450
 SY5450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 SY5450'THE STATION MARK WAS NOT RECOVERED.  REFERENCE MARKS 3 AND 4 WERE
 SY5450'FOUND.  FROM THE ANGLE BETWEEN THE REFERENCE MARKS AND THE
 SY5450'DISTANCES TO THEM, IT WAS DETERMINED THAT THE STATION MARK WAS
 SY5450'ON THE INSHORE SIDE OF A 3.5 FOOT HIGH CONCRETE BULKHEAD WHICH
 SY5450'WAS BUILT IN 1968.  THE PROPERTY OWNER WAS CONTACTED AND HE SAID
 SY5450'HE HAD CAUTIONED THE BUILDER ABOUT DISTURBING THE MARKS, BUT WAS
 SY5450'NOT PRESENT WHEN THE ACTUAL WORK WAS DONE.  PERMISSION WAS
 SY5450'OBTAINED TO DIG DOWN TO THE MARK AND ESTABLISH A SURFACE MARK.  A
 SY5450'HOLE ABOUT 4 FEET DEEP WAS DUG, BUT THE MARK WAS NOT FOUND
 SY5450'AND IT IS ASSUMED THE MARK WAS DISTURBED DURING CONSTRUCTION.
 SY5450'
 SY5450'REFERENCE MARK NO. 3 DISK WAS LOOSE IN THE TOP OF THE PILING, AND
 SY5450'HAD BEEN TURNED TO POINT THE WRONG WAY, BUT INDICATIONS WERE IT
 SY5450'WAS STILL IN THE SAME HOLE AND IN THE SAME PILING.
 SY5450'
 SY5450'REFERENCE MARK NO. 4 WAS RECOVERED IN GOOD CONDITION.
 SY5450'
 SY5450'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY5450'1 MILE EAST OF SILVERDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5224 ***********************************************************************
 SY5224  DESIGNATION -  DALL
 SY5224  PID         -  SY5224
 SY5224  STATE/COUNTY-  WA/KITSAP
 SY5224  USGS QUAD   -  BREMERTON EAST (1981)
 SY5224
 SY5224                         *CURRENT SURVEY CONTROL
 SY5224  ___________________________________________________________________
 SY5224* NAD 83(1991)-  47 33 05.15036(N)    122 36 12.71304(W)     ADJUSTED  
 SY5224* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SY5224  ___________________________________________________________________
 SY5224  LAPLACE CORR-         -12.28  (seconds)                    DEFLEC99
 SY5224  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SY5224
 SY5224  HORZ ORDER  -  SECOND
 SY5224
 SY5224.The horizontal coordinates were established by classical geodetic methods
 SY5224.and adjusted by the National Geodetic Survey in December 1991..
 SY5224
 SY5224.The orthometric height was scaled from a topographic map.
 SY5224
 SY5224.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5224
 SY5224.The geoid height was determined by GEOID03.
 SY5224
 SY5224;                    North         East     Units Scale Factor Converg.
 SY5224;SPC WA N     -    62,841.613   366,770.243   MT  0.99999080   -1 19 04.6
 SY5224;SPC WA N     -   206,172.86  1,203,312.04   sFT  0.99999080   -1 19 04.6
 SY5224;UTM  10      - 5,266,521.718   529,830.217   MT  0.99961093   +0 17 33.2
 SY5224
 SY5224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5224!SPC WA N     -   1.00000279  x   0.99999080  =   0.99999359
 SY5224!UTM  10      -   1.00000279  x   0.99961093  =   0.99961372
 SY5224
 SY5224|---------------------------------------------------------------------|
 SY5224| PID    Reference Object                     Distance      Geod. Az  |
 SY5224|                                                           dddmmss.s |
 SY5224| SY5310 DALL 1934 ECC                        17.814 METERS 08335     |
 SY5224| CF6512 DALL RM 1                            17.206 METERS 08346     |
 SY5224| CF6513 DALL RM 2                            17.817 METERS 14419     |
 SY5224| SY5287 WALL 2                              APPROX. 1.4 KM 2550027.8 |
 SY5224| SY5220 POINT HERRON LIGHT                  APPROX. 1.6 KM 3311153.7 |
 SY5224|---------------------------------------------------------------------|
 SY5224
 SY5224                          SUPERSEDED SURVEY CONTROL
 SY5224
 SY5224  NAD 83(1986)-  47 33 05.14429(N)    122 36 12.71985(W) AD(       ) 2
 SY5224  NAD 27      -  47 33 05.79400(N)    122 36 08.25100(W) AD(       ) 2
 SY5224
 SY5224.Superseded values are not recommended for survey control.
 SY5224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5224.See file dsdata.txt to determine how the superseded data were derived.
 SY5224
 SY5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2983066522(NAD 83)
 SY5224_MARKER: DS = TRIANGULATION STATION DISK
 SY5224_SETTING: 80 = SET IN A BOULDER
 SY5224_STAMPING: DALL 1934
 SY5224_MARK LOGO: NOS   
 SY5224_PROJECTION: FLUSH
 SY5224_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5224+STABILITY: SURFACE MOTION
 SY5224
 SY5224  HISTORY     - Date     Condition        Report By
 SY5224  HISTORY     - 1934     MONUMENTED       CGS
 SY5224  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SY5224  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY5224  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY5224  HISTORY     - 19800101 GOOD             NOS
 SY5224  HISTORY     - 20051120 MARK NOT FOUND   USPSQD
 SY5224
 SY5224                          STATION DESCRIPTION
 SY5224
 SY5224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5224'STATION LOCATED ON A ROUNDED POINT ON THE S SIDE OF SINCLAIR INLET
 SY5224'ABOUT 3/4 MILE E OF RETSIL.
 SY5224'
 SY5224'STATION IS MARKED BY A STANDARD BRONZE DISK PLACED IN A LARGE
 SY5224'PROMINENT BOULDER 8 FEET HIGH AWASH AT HIGH WATER.
 SY5224'
 SY5224'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN TOP OF CONCRETE
 SY5224'SEA WALL NEAR A TELEPHONE INSHORE FROM THE STATION.
 SY5224
 SY5224                          STATION RECOVERY (1935)
 SY5224
 SY5224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5224'STATION IN SINCLAIR INLET RECOVERED AS DESCRIBED.
 SY5224'
 SY5224'OWNER OF PROPERTY ADVISED CHIEF OF PARTY OF HIS INTENTION TO
 SY5224'BUILD CONCRETE FOUNDATION OVER BOULDER CONTAINING STATION.
 SY5224'
 SY5224'ESTABLISHED ANOTHER REFERENCE MARK IN 12-INCH SQUARE CONCRETE
 SY5224'BLOCK ON GRAVEL BEACH ABOUT 1 METER OUTSIDE OF SEA WALL JUST S
 SY5224'OF STATION.
 SY5224
 SY5224                          STATION RECOVERY (1945)
 SY5224
 SY5224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (LCW)
 SY5224'STATION IS LOCATED ON A ROUNDED POINT ON THE S SIDE OF SINCLAIR
 SY5224'INLET ABOUT 3/4 MILE E OF RETSIL.  IT IS MARKED BY A STANDARD
 SY5224'BRONZE DISK PLACED IN A LARGE BOULDER 8 FEET HIGH AND AWASH AT HIGH
 SY5224'WATER.  IT WAS RECOVERED IN GOOD CONDITION ALTHOUGH THE FOUNDATION
 SY5224'OF A PROPOSED BUILDING NOW RESTS ON THE BOULDER.  THE STATION CAN
 SY5224'BE OCCUPIED ONLY WITH A REPEATING THEDOLITE.
 SY5224'
 SY5224'REFERENCE MARK 1 IS A STANDARD BRONZE DISK SET IN TOP OF CONCRETE
 SY5224'SEA WALL NEAR A TELEPHONE POLE INSHORE FROM STATION.
 SY5224'
 SY5224'REFERENCE MARK 2 ESTABLISHED IN 1935 HAS BEEN DESTROYED.
 SY5224
 SY5224                          STATION RECOVERY (1965)
 SY5224
 SY5224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5224'THE STATION MARK AND THE REFERENCE MARK IN THE CONCRETE SEAWALL
 SY5224'WERE RECOVERED.  THERE IS NO EVIDENCE OF A BUILDING FOUNDATION
 SY5224'AROUND THE LARGE BOULDER AT PRESENT.  THE STATION DISK IS ON AN
 SY5224'8-FOOT HIGH BOULDER (LARGEST IN THE VICINITY) ABOUT 40 FEET WEST
 SY5224'OF THE CONCRETE RETAINING WALL.
 SY5224'
 SY5224'THE REFERENCE MARK, STAMPED DALL 1934 IS 27 FEET WEST OF THE
 SY5224'CENTER OF THE ROAD AND 60 FEET NORTH OF THE SOUTH END OF THE
 SY5224'RETAINING WALL.
 SY5224'
 SY5224'REACHED FROM THE JUNCTION OF SIDNEY AND BAY STREETS IN PORT
 SY5224'ORCHARD BY GOING EASTERLY 0.5 MILE ON BAY STREET TO A FORK.  KEEP
 SY5224'LEFT FORK ALONG SINCLAIR INLET FOR 1.6 MILES TO A TURNOUT ON THE
 SY5224'LEFT SIDE OF THE ROAD AND THE STATION ABOUT 40 YARDS SOUTHWEST
 SY5224'OF THE TURNOUT.
 SY5224'
 SY5224'AN ECCENTRIC POINT WAS OCCUPIED 0.528 METERS IN BACK OF THE
 SY5224'REFERENCE MARK AND ON LINE WITH THE REFERENCE MARK AND THE
 SY5224'STATION.  THIS POINT WAS NOT MARKED.
 SY5224
 SY5224                          STATION RECOVERY (1980)
 SY5224
 SY5224'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (AJP)
 SY5224'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1965 BY
 SY5224'H.J.SEABORG.  RM 3 WAS ESTABLISHED AND A POSITION COMPUTED TO
 SY5224'FACILITATE OCCUPATION.  RM 3 IS A STANDARD NOS DISK SET JUST BELOW THE
 SY5224'SURFACE IN CONCRETE AT THE SOUTHERN END OF THE GRAVEL TURN AROUND JUST
 SY5224'NORTH OF THE PRIVATE PIER.
 SY5224
 SY5224                          STATION RECOVERY (2005)
 SY5224
 SY5224'RECOVERY NOTE BY US POWER SQUADRON 2005
 SY5224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH6643 ***********************************************************************
 AH6643  DESIGNATION -  DALL RM 3
 AH6643  PID         -  AH6643
 AH6643  STATE/COUNTY-  WA/KITSAP
 AH6643  USGS QUAD   -  BREMERTON EAST (1981)
 AH6643
 AH6643                         *CURRENT SURVEY CONTROL
 AH6643  ___________________________________________________________________
 AH6643* NAD 83(1991)-  47 33 05.55459(N)    122 36 11.65588(W)     ADJUSTED  
 AH6643* NAVD 88     -         4.9    (meters)      16.     (feet)  VERTCON   
 AH6643  ___________________________________________________________________
 AH6643  LAPLACE CORR-         -12.27  (seconds)                    DEFLEC99
 AH6643  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AH6643
 AH6643  HORZ ORDER  -  THIRD
 AH6643
 AH6643.The horizontal coordinates were established by classical geodetic methods
 AH6643.and adjusted by the National Geodetic Survey in December 1998..
 AH6643
 AH6643.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6643
 AH6643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6643
 AH6643.The geoid height was determined by GEOID03.
 AH6643
 AH6643;                    North         East     Units Scale Factor Converg.
 AH6643;SPC WA N     -    62,853.585   366,792.628   MT  0.99999078   -1 19 03.8
 AH6643;SPC WA N     -   206,212.14  1,203,385.48   sFT  0.99999078   -1 19 03.8
 AH6643;UTM  10      - 5,266,534.310   529,852.247   MT  0.99961095   +0 17 34.0
 AH6643
 AH6643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6643!SPC WA N     -   1.00000279  x   0.99999078  =   0.99999357
 AH6643!UTM  10      -   1.00000279  x   0.99961095  =   0.99961374
 AH6643
 AH6643                          SUPERSEDED SURVEY CONTROL
 AH6643
 AH6643  NGVD 29 (12/17/98)    3.8    (m)           12.     (f) VERT ANG       
 AH6643
 AH6643.Superseded values are not recommended for survey control.
 AH6643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6643.See file dsdata.txt to determine how the superseded data were derived.
 AH6643
 AH6643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2985266534(NAD 83)
 AH6643_MARKER: DE = TRAVERSE STATION DISK
 AH6643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6643_STAMPING: DALL 1934 RM 3
 AH6643_MARK LOGO: NOS   
 AH6643_PROJECTION: FLUSH
 AH6643_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6643+STABILITY: SURFACE MOTION
 AH6643
 AH6643  HISTORY     - Date     Condition        Report By
 AH6643  HISTORY     - 1980     MONUMENTED       NOS
 AH6643  HISTORY     - 20011104 POOR             USPSQD
 AH6643
 AH6643                          STATION DESCRIPTION
 AH6643
 AH6643'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (AJP)
 AH6643'THE STATION IS A STANDARD NOS DISK SET JUST BELOW THE SURFACE IN
 AH6643'CONCRETE AT THE SOUTHERN END OF THE GRAVEL TURN-AROUND JUST NORTH OF A
 AH6643'PRIVATE PIER. TO REACH STATION FROM THE JUNCTION OF SIDNEY AND BAY
 AH6643'STREETS IN PORT ORCHARD GO EASTERLY 0.5 MI (0.8 KM) ON BAY STREET TO A
 AH6643'FORK.  KEEP LEFT ALONG SINCLAIR INLET FOR 1.6 MI (2.6 KM) TO A TURN
 AH6643'OUT ON LEFT. THE STATION IS AT SOUTHERN END OF TURN OUT. DESCRIBED BY
 AH6643'V.D.ROSS
 AH6643
 AH6643                          STATION RECOVERY (2001)
 AH6643
 AH6643'RECOVERY NOTE BY US POWER SQUADRON 2001 (PCL)
 AH6643'FOUND CONCRETE MONUMENT, THE DISC HAS BEEN REMOVED BUT THE DISC STUD
 AH6643'IS IN THE TOP ON POST. THE GRAVEL TURNAROUND IS NOW PART OF A PARKING
 AH6643'LOT FOR RESTAURANT. MONUMENT OS LOCATED 60 FEET WEST OF NEW STRUCTURE,
 AH6643'HORLOCK PUBLIC PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0861 ***********************************************************************
 TO0861  DESIGNATION -  DALLES
 TO0861  PID         -  TO0861
 TO0861  STATE/COUNTY-  WA/STEVENS
 TO0861  USGS QUAD   -  NORTHPORT (1992)
 TO0861
 TO0861                         *CURRENT SURVEY CONTROL
 TO0861  ___________________________________________________________________
 TO0861* NAD 83(1991)-  48 53 08.45979(N)    117 50 58.45340(W)     ADJUSTED  
 TO0861* NAVD 88     -       681.4    (meters)    2236.     (feet)  VERTCON   
 TO0861  ___________________________________________________________________
 TO0861  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 TO0861  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TO0861
 TO0861  HORZ ORDER  -  SECOND
 TO0861
 TO0861.The horizontal coordinates were established by classical geodetic methods
 TO0861.and adjusted by the National Geodetic Survey in December 1991..
 TO0861
 TO0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0861
 TO0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0861
 TO0861.The geoid height was determined by GEOID03.
 TO0861
 TO0861;                    North         East     Units Scale Factor Converg.
 TO0861;SPC WA N     -   213,907.662   718,778.734   MT  1.00003222   +2 13 17.3
 TO0861;SPC WA N     -   701,795.39  2,358,193.23   sFT  1.00003222   +2 13 17.3
 TO0861;UTM  11      - 5,415,095.753   437,718.496   MT  0.99964765   -0 38 24.3
 TO0861
 TO0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0861!SPC WA N     -   0.99989588  x   1.00003222  =   0.99992810
 TO0861!UTM  11      -   0.99989588  x   0.99964765  =   0.99954357
 TO0861
 TO0861:                Primary Azimuth Mark                     Grid Az
 TO0861:SPC WA N     -  BAR                                      035 37 16.1
 TO0861:UTM  11      -  BAR                                      038 28 57.7
 TO0861
 TO0861|---------------------------------------------------------------------|
 TO0861| PID    Reference Object                     Distance      Geod. Az  |
 TO0861|                                                           dddmmss.s |
 TO0861| TO0862 BAR                                 APPROX. 2.7 KM 0375033.4 |
 TO0861| CF1317 DALLES RM 1                           3.578 METERS 07008     |
 TO0861|---------------------------------------------------------------------|
 TO0861
 TO0861                          SUPERSEDED SURVEY CONTROL
 TO0861
 TO0861  NAD 83(1986)-  48 53 08.45870(N)    117 50 58.45139(W) AD(       ) 2
 TO0861  NAD 27      -  48 53 08.79500(N)    117 50 54.50500(W) AD(       ) 2
 TO0861  NGVD 29 (07/19/86)  680.2    (m)         2232.     (f) VERT ANG       
 TO0861
 TO0861.Superseded values are not recommended for survey control.
 TO0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0861.See file dsdata.txt to determine how the superseded data were derived.
 TO0861
 TO0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ3771815096(NAD 83)
 TO0861_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0861_SETTING: 66 = SET IN ROCK OUTCROP
 TO0861_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TO0861
 TO0861  HISTORY     - Date     Condition        Report By
 TO0861  HISTORY     - 1936     MONUMENTED       BOR
 TO0861  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TO0861  HISTORY     - 1966     SEE DESCRIPTION  USGS
 TO0861
 TO0861                          STATION DESCRIPTION
 TO0861
 TO0861'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0861'LOCATED IN THE NE 1/4 SEC. 16, T. 39 N., R. 39 E. WM, APPROXIMATELY
 TO0861'150 FEET S. 26 DEG W. FROM I.A. MM-9/16 C.C. AT THE SUMMIT OF A
 TO0861'SHARP WHITE LIMESTONE RIDGE WHOSE AXIS STRIKES ROUGHLY N-S.  THE
 TO0861'STATION IS ON THE MOST E AND SHARPEST OF A SERIES OF FOUR OR FIVE
 TO0861'RIDGES AND IS ABOUT 1,000 FEET ABOVE AND OVERLOOKS THE COLUMBIA
 TO0861'RIVER.  THE MOUTH OF ONION CREEK BEARS APPROXIMATELY S. 09 DEG
 TO0861'E., 1/2 MILE.
 TO0861'
 TO0861'TO REACH STATION FROM NORTHPORT POST OFFICE, TAKE ROAD TO
 TO0861'ROSSLAND, B.C.  AT 0.90 TURN LEFT AFTER CROSSING COLUMBIA RIVER
 TO0861'BRIDGE AND GO S (DOWNSTREAM) ON RIVER ROAD.  2.70 SIDE ROAD AT
 TO0861'RIGHT, GO STRAIGHT AHEAD.  5.40 TURN RIGHT ON OLD LOGGING ROAD
 TO0861'UPHILL AND FOLLOW ROAD UP SHALLOW DRAW.  5.70 TAKE LEFT FORK AND
 TO0861'KEEP STRAIGHT AHEAD UP DRAW AND THROUGH BRUSH, AT HEAD OF DRAW
 TO0861'BEAR RIGHT ACROSS BRUSHY BENCH REJOINING OLD ROAD AT 5.90.
 TO0861'6.00 PASS OLD SHED, CONTINUE NE ALONG E (LOWER) EDGE OF
 TO0861'PASTURE.  6.40 LEAVE CAR BY LOW WHITE LIMESTONE OUTCROP AND WALK
 TO0861'E TO SUMMIT OF PROMINENT LIMESTONE RIDGE ABOUT 1/4 MILE.
 TO0861'
 TO0861'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20,
 TO0861'RESPECTIVELY.
 TO0861'
 TO0861'HEIGHT OF STAND ABOVE STATION MARK - 1.25 METERS.
 TO0861
 TO0861                          STATION RECOVERY (1947)
 TO0861
 TO0861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TO0861'THE REFERENCE MARK, A CHISELED CROSS IN AN OUTCROPPING OF BEDROCK,
 TO0861'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE U.S.B.R. IN
 TO0861'1936.  AN INTENSIVE SEARCH USING THE DISTANCE AND DIRECTIONS GIVEN
 TO0861'BY THE U.S.B.R. DESCRIPTION REVEALED NO TRACE OF THE MONUMENT.
 TO0861'THE U.S.B.R. WOODEN SIGNAL STAND WAS FOUND ERECT AND INTACT ABOUT
 TO0861'150 FEET FROM THE REFERENCE MARK IN A LOCATION UNFAVORABLE
 TO0861'FOR SIGHTING.  IT IS BELIEVED THAT THE SIGNAL HAS BEEN MOVED
 TO0861'AND RE-ERECTED AND THAT THE STATION HAS BEEN DESTROYED.
 TO0861
 TO0861                          STATION RECOVERY (1966)
 TO0861
 TO0861'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TO0861'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  IT WAS REPORTED TO
 TO0861'C AND GS IN 1947.
 TO0861'
 TO0861'THE REFERENCE MARK WAS FOUND BUT NO EVIDENCE OF THE LIGHT STAND
 TO0861'COULD BE LOCATED.  IT IS ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2736 ***********************************************************************
 RC2736  FBN         -  This is a Federal Base Network Control Station.
 RC2736  DESIGNATION -  DALLESPORT
 RC2736  PID         -  RC2736
 RC2736  STATE/COUNTY-  WA/KLICKITAT
 RC2736  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC2736
 RC2736                         *CURRENT SURVEY CONTROL
 RC2736  ___________________________________________________________________
 RC2736* NAD 83(1998)-  45 37 04.04484(N)    121 10 30.56234(W)     ADJUSTED  
 RC2736* NAVD 88     -        68.018  (meters)     223.16   (feet)  ADJUSTED  
 RC2736  ___________________________________________________________________
 RC2736  X           -  -2,313,308.046 (meters)                     COMP
 RC2736  Y           -  -3,823,466.140 (meters)                     COMP
 RC2736  Z           -   4,535,668.812 (meters)                     COMP
 RC2736  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 RC2736  ELLIP HEIGHT-          46.51  (meters)          (03/21/00) GPS OBS
 RC2736  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC2736  DYNAMIC HT  -          68.017 (meters)     223.15  (feet)  COMP
 RC2736  MODELED GRAV-     980,604.6   (mgal)                       NAVD 88
 RC2736
 RC2736  HORZ ORDER  -  A
 RC2736  VERT ORDER  -  SECOND    CLASS II
 RC2736  ELLP ORDER  -  THIRD     CLASS II
 RC2736
 RC2736.The horizontal coordinates were established by GPS observations
 RC2736.and adjusted by the National Geodetic Survey in March 2000..
 RC2736.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2736.DATUM ITEM on the data sheet items page.
 RC2736
 RC2736.The orthometric height was determined by differential leveling
 RC2736.and adjusted by the National Geodetic Survey in April 1995..
 RC2736
 RC2736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2736
 RC2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2736
 RC2736.The ellipsoidal height was determined by GPS observations
 RC2736.and is referenced to NAD 83.
 RC2736
 RC2736.The geoid height was determined by GEOID03.
 RC2736
 RC2736.The dynamic height is computed by dividing the NAVD 88
 RC2736.geopotential number by the normal gravity value computed on the
 RC2736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC2736.degrees latitude (g = 980.6199 gals.).
 RC2736
 RC2736.The modeled gravity was interpolated from observed gravity values.
 RC2736
 RC2736;                    North         East     Units Scale Factor Converg.
 RC2736;SPC WA S     -    31,843.426   447,338.944   MT  1.00005581   -0 29 25.6
 RC2736;SPC WA S     -   104,472.97  1,467,644.52   sFT  1.00005581   -0 29 25.6
 RC2736;SPC OR N     -   217,034.790 2,447,345.788   MT  0.99992527   -0 28 43.7
 RC2736;SPC OR N     -   712,056.40  8,029,349.70   iFT  0.99992527   -0 28 43.7
 RC2736;UTM  10      - 5,053,202.291   642,271.146   MT  0.99984886   +1 18 15.9
 RC2736
 RC2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2736!SPC WA S     -   0.99999271  x   1.00005581  =   1.00004852
 RC2736!SPC OR N     -   0.99999271  x   0.99992527  =   0.99991798
 RC2736!UTM  10      -   0.99999271  x   0.99984886  =   0.99984157
 RC2736
 RC2736                          SUPERSEDED SURVEY CONTROL
 RC2736
 RC2736  NAD 83(1991)-  45 37 04.04340(N)    121 10 30.56302(W) AD(       ) B
 RC2736  ELLIP H (05/29/91)   46.69   (m)                       GP(       ) 4 1
 RC2736  NAVD 88 (07/28/98)   68.02   (m)          223.2    (f) LEVELING    3  
 RC2736  NGVD 29 (05/29/91)   66.98   (m)          219.8    (f) LEVELING    3  
 RC2736
 RC2736.Superseded values are not recommended for survey control.
 RC2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2736.See file dsdata.txt to determine how the superseded data were derived.
 RC2736
 RC2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4227153202(NAD 83)
 RC2736_MARKER: DH = HORIZONTAL CONTROL DISK
 RC2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2736_SP_SET: CON MON
 RC2736_STAMPING: DALLESPORT 1990
 RC2736_MARK LOGO: NGS   
 RC2736_PROJECTION: FLUSH
 RC2736_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2736+STABILITY: SURFACE MOTION
 RC2736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2736+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 RC2736
 RC2736  HISTORY     - Date     Condition        Report By
 RC2736  HISTORY     - 1990     MONUMENTED       NGS
 RC2736  HISTORY     - 19960908 GOOD             CHANCE
 RC2736  HISTORY     - 19970827 GOOD             NGS
 RC2736  HISTORY     - 19980706 GOOD             NOS
 RC2736  HISTORY     - 20001010 GOOD             OR-065
 RC2736
 RC2736                          STATION DESCRIPTION
 RC2736
 RC2736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RC2736'THE STATION IS LOCATED ABOUT 53.1 KM (33.0 MI) SOUTHEAST OF TROUT
 RC2736'LAKE, 35.4 KM (22.0 MI) SOUTHWEST OF GOLDENDALE, 27.4 KM (17.0 MI)
 RC2736'EAST-SOUTHEAST OF HOOD RIVER AND ON COUNTY ROAD RIGHT-OF-WAY IN THE
 RC2736'CITY OF DALLESPORT.
 RC2736'TO REACH FROM THE POST OFFICE IN DALLESPORT, GO NORTHWEST ON
 RC2736'DALLESPORT ROAD FOR 0.32 KM (0.20 MI) TO THE INTERSECTION OF SIXTH
 RC2736'AVENUE AND THE STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 RC2736'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 RC2736'WITH THE GROUND SURFACE.  IT IS 13.7 M (44.9 FT) NORTHEAST OF THE
 RC2736'CENTER OF SIXTH AVENUE, 12.0 M (39.4 FT) SOUTHWEST OF THE CENTER OF
 RC2736'DALLESPORT ROAD, 2.0 M (6.6 FT) SOUTH OF A 10-INCH CONCRETE POST THAT
 RC2736'PROJECTS 1.3 M (4.3 FT) AND 0.6 M (2.0 FT) NORTH OF A WITNESS POST.
 RC2736
 RC2736                          STATION RECOVERY (1996)
 RC2736
 RC2736'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RC2736'RECOVERED AS DESCRIBED.
 RC2736
 RC2736                          STATION RECOVERY (1997)
 RC2736
 RC2736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JGF)
 RC2736'RECOVERED AS DESCRIBED.  THE STATION IS LOCATED AT THE CORNER OF 6TH
 RC2736'AND DALLESPORT ROADS AT THE ENTRANCE TO THE DALLESPORT MUNICIPAL
 RC2736'AIRPORT 0.1 MI (0.2 KM) EAST OF THE NEW POST OFFICE.
 RC2736
 RC2736                          STATION RECOVERY (1998)
 RC2736
 RC2736'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1998 (JGF)
 RC2736'RECOVERED AS PER PREVIOUSLY DONE.
 RC2736
 RC2736                          STATION RECOVERY (2000)
 RC2736
 RC2736'RECOVERY NOTE BY WASCO COUNTY OREGON 2000 (DGI)
 RC2736'RECOVERED AS DESCRIBED
 RC2736' 
 RC2736'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5632 ***********************************************************************
 SY5632  DESIGNATION -  DALTON
 SY5632  PID         -  SY5632
 SY5632  STATE/COUNTY-  WA/PIERCE
 SY5632  USGS QUAD   -  SUMNER (1993)
 SY5632
 SY5632                         *CURRENT SURVEY CONTROL
 SY5632  ___________________________________________________________________
 SY5632* NAD 83(1991)-  47 11 03.01297(N)    122 11 11.79855(W)     ADJUSTED  
 SY5632* NAVD 88     -       108.0    (meters)     354.     (feet)  VERTCON   
 SY5632  ___________________________________________________________________
 SY5632  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 SY5632  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 SY5632
 SY5632  HORZ ORDER  -  THIRD
 SY5632
 SY5632.The horizontal coordinates were established by classical geodetic methods
 SY5632.and adjusted by the National Geodetic Survey in December 1991..
 SY5632
 SY5632.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5632
 SY5632.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5632
 SY5632.The geoid height was determined by GEOID03.
 SY5632
 SY5632;                    North         East     Units Scale Factor Converg.
 SY5632;SPC WA S     -   207,093.575   372,178.261   MT  0.99996929   -1 13 30.5
 SY5632;SPC WA S     -   679,439.50  1,221,054.84   sFT  0.99996929   -1 13 30.5
 SY5632;SPC WA N     -    21,378.664   397,427.058   MT  1.00007386   -1 00 27.2
 SY5632;SPC WA N     -    70,139.83  1,303,891.94   sFT  1.00007386   -1 00 27.2
 SY5632;UTM  10      - 5,225,951.496   561,625.422   MT  0.99964667   +0 35 48.0
 SY5632
 SY5632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5632!SPC WA S     -   0.99998658  x   0.99996929  =   0.99995587
 SY5632!SPC WA N     -   0.99998658  x   1.00007386  =   1.00006044
 SY5632!UTM  10      -   0.99998658  x   0.99964667  =   0.99963325
 SY5632
 SY5632                          SUPERSEDED SURVEY CONTROL
 SY5632
 SY5632  NAD 83(1986)-  47 11 03.01107(N)    122 11 11.80729(W) AD(       ) 3
 SY5632  NGVD 29 (12/06/90)  106.9    (m)          351.     (f) VERT ANG       
 SY5632
 SY5632.Superseded values are not recommended for survey control.
 SY5632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5632.See file dsdata.txt to determine how the superseded data were derived.
 SY5632
 SY5632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6162525951(NAD 83)
 SY5632_MARKER: DS = TRIANGULATION STATION DISK
 SY5632_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SY5632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5632
 SY5632  HISTORY     - Date     Condition        Report By
 SY5632  HISTORY     - 1941     MONUMENTED       USGS
 SY5632
 SY5632                          STATION DESCRIPTION
 SY5632
 SY5632'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 SY5632'NOT OCCUPIED.
 SY5632'
 SY5632'LOCATED 0.5 MI N. OF JCT. OF OLD BUCKLEY HWY. WITH NEW HWY. E. OF
 SY5632'SUMNER.  ON TOP OF MIDDLE OF THREE LOW RIDGES, ON LAND OWNED BY
 SY5632'MR. DALTON.
 SY5632'
 SY5632'TO REACH FROM SUMNER, FOLLOW BUCKLEY HWY. TO JCT. NEAR TOP OF
 SY5632'HILL.  TURN LEFT 0.15 MI TO TRACK RD. LEFT.  FOLLOW TRACK PAST
 SY5632'HOUSES ABOUT 0.3 MI N. OF PAVEMENT, ON TOP OF RIDGE TO NW.
 SY5632'
 SY5632'STATION MARK--STANDARD TABLET, UNSTAMPED, SET IN TOP OF CONCRETE
 SY5632'POST.
 SY5632'
 SY5632'RMS--2 RMS, UNSTAMPED, PLACED ABOUT TO NE. AND SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2049 ***********************************************************************
 SA2049  DESIGNATION -  DAM
 SA2049  PID         -  SA2049
 SA2049  STATE/COUNTY-  WA/FRANKLIN
 SA2049  USGS QUAD   -  LEVEY (1991)
 SA2049
 SA2049                         *CURRENT SURVEY CONTROL
 SA2049  ___________________________________________________________________
 SA2049* NAD 83(1991)-  46 15 13.69706(N)    118 52 19.29640(W)     ADJUSTED  
 SA2049* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 SA2049  ___________________________________________________________________
 SA2049  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 SA2049  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SA2049
 SA2049  HORZ ORDER  -  THIRD
 SA2049
 SA2049.The horizontal coordinates were established by classical geodetic methods
 SA2049.and adjusted by the National Geodetic Survey in December 1991..
 SA2049
 SA2049.The orthometric height was scaled from a topographic map.
 SA2049
 SA2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2049
 SA2049.The geoid height was determined by GEOID03.
 SA2049
 SA2049;                    North         East     Units Scale Factor Converg.
 SA2049;SPC WA S     -   103,605.228   625,512.789   MT  0.99993122   +1 10 57.2
 SA2049;SPC WA S     -   339,911.49  2,052,203.21   sFT  0.99993122   +1 10 57.2
 SA2049;UTM  11      - 5,123,950.728   355,709.925   MT  0.99985593   -1 21 09.4
 SA2049
 SA2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2049!SPC WA S     -   0.99998099  x   0.99993122  =   0.99991221
 SA2049!UTM  11      -   0.99998099  x   0.99985593  =   0.99983692
 SA2049
 SA2049:                Primary Azimuth Mark                     Grid Az
 SA2049:SPC WA S     -  NO 24                                    065 46 30.2
 SA2049:UTM  11      -  NO 24                                    068 18 36.8
 SA2049
 SA2049|---------------------------------------------------------------------|
 SA2049| PID    Reference Object                     Distance      Geod. Az  |
 SA2049|                                                           dddmmss.s |
 SA2049| SA2076 NO 24                               APPROX. 1.4 KM 0665727.4 |
 SA2049| SA2051 ICE HARBOR DAM LIGHT 1               62.033 METERS 18809     |
 SA2049|---------------------------------------------------------------------|
 SA2049
 SA2049                          SUPERSEDED SURVEY CONTROL
 SA2049
 SA2049  NAD 83(1991)-  46 15 13.69737(N)    118 52 19.29610(W) AD(       ) 3
 SA2049  NAD 83(1986)-  46 15 13.70452(N)    118 52 19.28787(W) AD(       ) 3
 SA2049  NAD 27      -  46 15 14.21670(N)    118 52 15.29210(W) AD(       ) 3
 SA2049
 SA2049.Superseded values are not recommended for survey control.
 SA2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2049.See file dsdata.txt to determine how the superseded data were derived.
 SA2049
 SA2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM5571023951(NAD 83)
 SA2049_MARKER: Z = SEE DESCRIPTION
 SA2049_SETTING: 0 = UNSPECIFIED SETTING
 SA2049_STAMPING: DAM 1962
 SA2049_MARK LOGO: CGS   
 SA2049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2049
 SA2049  HISTORY     - Date     Condition        Report By
 SA2049  HISTORY     - 1962     MONUMENTED       CGS
 SA2049  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SA2049
 SA2049                          STATION DESCRIPTION
 SA2049
 SA2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA2049'THE STATION IS LOCATED 0.3 MILE SOUTHWEST OF THE ICE HARBOR DAM,
 SA2049'ON THE WEST SIDE OF THE SNAKE RIVER.
 SA2049'
 SA2049'TO REACH THE STATION FROM THE POST OFFICE IN PASCO, GO EAST ON
 SA2049'U.S. HIGHWAY 410 FOR 1.5 MILES TO THE KAHLOTUS HIGHWAY ON THE LEFT.
 SA2049'TURN LEFT ON THE KAHLOTUS HIGHWAY AND GO 9.6 MILES TO A SIDE ROAD
 SA2049'ON THE RIGHT AND A SIGN ICE HARBOR DAM.  TURN RIGHT AS PER SIGN
 SA2049'AND GO 3.0 MILES PAST SENTRY GATE, BEARING LEFT AROUND BUILDINGS,
 SA2049'TO THE CENTERLINE OF THE ICE HARBOR DAM.  CONTINUE FOR 0.3 MILE TO
 SA2049'THE STATION ON THE RIGHT.
 SA2049'
 SA2049'THE STATION MARK IS A COAST AND GEODETIC SURVEY TOPOGRAPHIC
 SA2049'STATION MARK DISK STAMPED DAM 1962, SET IN THE TOP OF A 12-INCH
 SA2049'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 65 FEET
 SA2049'SOUTH-SOUTHEAST OF A CUTBANK, 140.87 FEET NORTH-NORTHWEST OF ICE
 SA2049'HARBOR DAM LIGHT NO. 1.
 SA2049
 SA2049                          STATION RECOVERY (1962)
 SA2049
 SA2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 SA2049'THE STATION WAS RECOVERED IN GOOD CONDITION.  BEARINGS AND DISTANCES
 SA2049'IN THE ORIGINAL DESCRIPTION ARE ERRONEOUS.  ICE HARBOR DAM LIGHT 1
 SA2049'WAS MOVED IN JULY 1962 AND WAS RELOCATED AS OF THE DATE OF THIS
 SA2049'RECOVERY NOTE.  A NEW DESCRIPTION FOLLOWS--
 SA2049'
 SA2049'THE STATION IS LOCATED 0.3 MILE EAST OF ICE HARBOR DAM AND ON THE
 SA2049'NORTH SIDE OF ICE HARBOR POOL.
 SA2049'
 SA2049'TO REACH THE STATION FROM THE POST OFFICE IN PASCO, GO EAST ON U.S.
 SA2049'HIGHWAY 410 FOR 1.5 MILES TO THE KAHLOTUS HIGHWAY ON THE LEFT.  TURN
 SA2049'LEFT ON THE KAHLOTUS HIGHWAY AND GO 9.6 MILES TO A SIDE ROAD ON THE
 SA2049'RIGHT AND A SIGN ICE HARBOR DAM.  TURN RIGHT AND GO 3.0 MILES,
 SA2049'PASSING A SENTRY GATE AND PROCEEDING ALONG THE NORTH BANK OF THE
 SA2049'SNAKE RIVER TO THE CENTERLINE OF THE DAM.  CONTINUE FOR 0.3 MILE TO
 SA2049'THE STATION ON THE RIGHT.
 SA2049'
 SA2049'THE STATION MARK IS A STANDARD TOPOGRAPHIC STATION DISK STAMPED
 SA2049'DAM 1962, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SA2049'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2198 ***********************************************************************
 SA2198  DESIGNATION -  DAM BROTHERS SURVEY MARK 1947
 SA2198  PID         -  SA2198
 SA2198  STATE/COUNTY-  WA/GRANT
 SA2198  USGS QUAD   -  LOCKE ISLAND (1986)
 SA2198
 SA2198                         *CURRENT SURVEY CONTROL
 SA2198  ___________________________________________________________________
 SA2198* NAD 83(1991)-  46 44 15.15608(N)    119 23 27.98105(W)     ADJUSTED  
 SA2198* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 SA2198  ___________________________________________________________________
 SA2198  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 SA2198  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SA2198
 SA2198  HORZ ORDER  -  SECOND
 SA2198
 SA2198.The horizontal coordinates were established by classical geodetic methods
 SA2198.and adjusted by the National Geodetic Survey in December 1991..
 SA2198
 SA2198.The orthometric height was scaled from a topographic map.
 SA2198
 SA2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2198
 SA2198.The geoid height was determined by GEOID03.
 SA2198
 SA2198;                    North         East     Units Scale Factor Converg.
 SA2198;SPC WA S     -   156,674.099   584,740.422   MT  0.99991813   +0 48 19.8
 SA2198;SPC WA S     -   514,021.61  1,918,435.87   sFT  0.99991813   +0 48 19.8
 SA2198;UTM  11      - 5,178,775.447   317,329.694   MT  1.00001015   -1 44 30.2
 SA2198
 SA2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2198!SPC WA S     -   0.99996837  x   0.99991813  =   0.99988650
 SA2198!UTM  11      -   0.99996837  x   1.00001015  =   0.99997852
 SA2198
 SA2198                          SUPERSEDED SURVEY CONTROL
 SA2198
 SA2198  NAD 83(1986)-  46 44 15.16496(N)    119 23 27.96958(W) AD(       ) 2
 SA2198  NAD 27      -  46 44 15.66530(N)    119 23 23.89595(W) AD(       ) 2
 SA2198
 SA2198.Superseded values are not recommended for survey control.
 SA2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2198.See file dsdata.txt to determine how the superseded data were derived.
 SA2198
 SA2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM1733078775(NAD 83)
 SA2198_MARKER: P = PIPE CAP
 SA2198_SETTING: 0 = UNSPECIFIED SETTING
 SA2198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2198
 SA2198  HISTORY     - Date     Condition        Report By
 SA2198  HISTORY     - 1947     MONUMENTED       CGS
 SA2198
 SA2198                          STATION DESCRIPTION
 SA2198
 SA2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SA2198'STATION GRANT IS LOCATED ABOUT 12 MILES SOUTHWEST OF OTHELLO, ABOUT
 SA2198'9.0 MILES NORTH OF HANFORD, ABOUT 6 MILES NORTHEAST OF WHITE
 SA2198'BLUFFS, ABOUT 4 MILES NORTHWEST OF THE COLUMBIA RIVER, ABOUT 1 MILE
 SA2198'WEST OF THE CORNER WHICH IS COMMON TO ADAMS AND FRANKLIN COUNTIES,
 SA2198'2.1 MILES WEST OF A TWO POLE TRANSMISSION LINE, 25 FEET NORTH OF
 SA2198'THE CENTER OF A TRACK ROAD AND AT SECTION CORNER 35-36 AND 2-1,
 SA2198'T 15 N, R 27 E.
 SA2198'
 SA2198'TO REACH GRANT FROM OTHELLO, GO SOUTH, ON THE MAIN TRAVELED ROAD, FOR
 SA2198'6.0 MILES.  TURN LEFT, WEST, AND GO 3.3 MILES.  TAKE THE RIGHT
 SA2198'HAND FORK AND GO SOUTHWESTERLY FOR 1.0 MILE.  TAKE THE RIGHT HAND
 SA2198'FORK AND GO WEST FOR 0.4 MILE.  (TRIANGULATION STATION ON THE
 SA2198'RIGHT HAND SIDE OF THE ROAD WHICH IS STAMPED KOHLER 1947)
 SA2198'CONTINUE WEST, ON THE GRAVELED ROAD FOR 3.2 MILES.
 SA2198'CONTINUE WEST FOR 1.6 MILES TO THE STATION ON THE RIGHT HAND
 SA2198'SIDE OF THE ROAD.
 SA2198'
 SA2198'DAM BROTHERS SURVEY MARK IS A COPPER PLATE ATTACHED TO THE CAP
 SA2198'ON THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS ABOUT 4 INCHES.  THE
 SA2198'PLATE IS STAMPED 1922 7279.  IT IS LOCATED 28 FEET NORTH OF THE
 SA2198'CENTER OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1288 ***********************************************************************
 SX1288  DESIGNATION -  DAM SITE
 SX1288  PID         -  SX1288
 SX1288  STATE/COUNTY-  WA/PIERCE
 SX1288  USGS QUAD   -  ENUMCLAW (1993)
 SX1288
 SX1288                         *CURRENT SURVEY CONTROL
 SX1288  ___________________________________________________________________
 SX1288* NAD 83(1991)-  47 08 37.15535(N)    121 57 12.74191(W)     ADJUSTED  
 SX1288* NAVD 88     -       374.     (meters)    1227.     (feet)  SCALED    
 SX1288  ___________________________________________________________________
 SX1288  LAPLACE CORR-          13.89  (seconds)                    DEFLEC99
 SX1288  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SX1288
 SX1288  HORZ ORDER  -  SECOND
 SX1288
 SX1288.The horizontal coordinates were established by classical geodetic methods
 SX1288.and adjusted by the National Geodetic Survey in December 1991..
 SX1288
 SX1288.The orthometric height was scaled from a topographic map.
 SX1288
 SX1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1288
 SX1288.The geoid height was determined by GEOID03.
 SX1288
 SX1288;                    North         East     Units Scale Factor Converg.
 SX1288;SPC WA S     -   202,238.562   389,756.680   MT  0.99996213   -1 03 21.0
 SX1288;SPC WA S     -   663,511.02  1,278,726.71   sFT  0.99996213   -1 03 21.0
 SX1288;SPC WA N     -    16,590.550   415,025.970   MT  1.00008549   -0 50 02.5
 SX1288;SPC WA N     -    54,430.83  1,361,631.04   sFT  1.00008549   -0 50 02.5
 SX1288;UTM  10      - 5,221,659.276   579,343.956   MT  0.99967737   +0 46 01.8
 SX1288
 SX1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1288!SPC WA S     -   0.99994473  x   0.99996213  =   0.99990686
 SX1288!SPC WA N     -   0.99994473  x   1.00008549  =   1.00003022
 SX1288!UTM  10      -   0.99994473  x   0.99967737  =   0.99962212
 SX1288
 SX1288|---------------------------------------------------------------------|
 SX1288| PID    Reference Object                     Distance      Geod. Az  |
 SX1288|                                                           dddmmss.s |
 SX1288| CF4268 DAM SITE RM                           3.795 METERS 25031     |
 SX1288| SX1292 PINNACLE                            APPROX. 3.7 KM 3354232.0 |
 SX1288|---------------------------------------------------------------------|
 SX1288
 SX1288                          SUPERSEDED SURVEY CONTROL
 SX1288
 SX1288  NAD 83(1986)-  47 08 37.14549(N)    121 57 12.75678(W) AD(       ) 2
 SX1288  NAD 27      -  47 08 37.77600(N)    121 57 08.35800(W) AD(       ) 2
 SX1288
 SX1288.Superseded values are not recommended for survey control.
 SX1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1288.See file dsdata.txt to determine how the superseded data were derived.
 SX1288
 SX1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7934421659(NAD 83)
 SX1288_MARKER: Z = SEE DESCRIPTION
 SX1288_SETTING: 0 = UNSPECIFIED SETTING
 SX1288
 SX1288  HISTORY     - Date     Condition        Report By
 SX1288  HISTORY     - 1936     MONUMENTED       WAGS
 SX1288  HISTORY     - 1955     SEE DESCRIPTION  USGS
 SX1288  HISTORY     - 1966     SEE DESCRIPTION  BPA
 SX1288
 SX1288                          STATION DESCRIPTION
 SX1288
 SX1288'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1288'THIS STATION IS IN SE 1/4 OF SE 1/4 SEC. 7, T.19, R.7.  IT IS
 SX1288'ON THE S SIDE OF WHITE RIVER, S OF MUD MOUNTAIN, AT TOP OF E END
 SX1288'OF RIDGE (LOGGED OFF) LOOKING INTO WHITE RIVER GORGE.
 SX1288'SOUTHEASTWARD THE SLOPE DROPS INTO A CREEK VALLEY WHICH EXTENDS S
 SX1288'FOR SOME DISTANCE AND IS COMMANDED FROM THIS POINT.  THE E
 SX1288'END OF THE RIDGE IS NARROW AND FALLS STEEPLY AWAY FROM THE
 SX1288'STATION.  THE CENTER BEING ABOUT 4 PACES FROM THE N AND S
 SX1288'SLOPES AND ABOUT 8 PACES FROM THE SHARP BREAK IN THE SLOPE
 SX1288'AT THE E END OF THE RIDGE.  THE GROUND ABOVE THE STATION IS
 SX1288'APPROXIMATELY LEVEL AND EXTENDS IN A FAIRLY FLAT SURFACE TO THE
 SX1288'SW.  THE W TANGENT TO THE LEVEL TOP OF MUD MOUNTAIN, ACROSS THE
 SX1288'RIVER BEARING 30 DEG MAGNETIC.
 SX1288'
 SX1288'LOGGING RAILROAD CURVES AROUND THE N END OF THE RIDGE ABOUT 100
 SX1288'YARDS DOWN THE SLOPE AND THERE IS A TRESTLE 150 YARDS N 15 DEG W
 SX1288'MAGNETIC FROM THE STATION.
 SX1288'
 SX1288'A TRAVERSE STAKE 98 PLUS 50 IS A SHORT WAY DOWN THE N SLOPE AND
 SX1288'ABOVE THE RAILROAD.  IT IS BELIEVED TO BE IN THE SURVEY FOR MUD
 SX1288'MOUNTAIN RESERVOIR.
 SX1288'
 SX1288'STATION IS MARKED BY A STANDARD BRONZE STATE SURVEY DISK STAMPED
 SX1288'KING COUNTY AERIAL SURVEY SET IN A BOULDER FLUSH WITH THE GROUND.
 SX1288'
 SX1288'REFERENCE MARK IS SIMILAR AND SET 12.45 FEET MAGNETIC S 47 DEG
 SX1288'E FROM THE STATION.
 SX1288'
 SX1288'TO REACH THE STATION GO FROM THE CORNER OF A STREET AND MAIN
 SX1288'STREET IN BUCKLEY, RUN E ON MAIN STREET 0.5 MILE, TURN N FOR
 SX1288'ABOUT 100 YARDS, THEN E AGAIN FOR 1 MILE, TURN S 0.2 MILE TO
 SX1288'RAILROAD, PARK HERE.  WALK E ON RAILROAD FOR 2 MILES TO A
 SX1288'TRESTLE.  CONTINUE ABOUT 3/4 MILE TO A SECOND TRESTLE.  CONTINUE
 SX1288'389 FEET ALONG RAILROAD TO TRIANGLE BLAZE ON ALDER TREE, TURN
 SX1288'RIGHT, GO TO TOP OF HILL TO STATION.
 SX1288'
 SX1288'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SX1288
 SX1288                          STATION RECOVERY (1955)
 SX1288
 SX1288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 SX1288'STATION RECOVERED IN GOOD CONDITION.
 SX1288'
 SX1288'TO REACH THE STATION FROM CITY HALL IN BUCKLEY, PROCEED S FOR
 SX1288'3 BLOCKS, THENCE E FOR 2 BLOCKS, THENCE S PAST RYAN ROAD FOR A
 SX1288'TOTAL OF 2.3 MI. TO THE BOTTOM OF THE HILL AT THE ROAD TO THE E,
 SX1288'TURN E (LEFT) AND PROCEED A TOTAL OF 6.8 MI. ON THE MAIN
 SX1288'ROAD.  PASSING BOULDER SPUR TO THE RIGHT, BURNT MOUNTAIN ROAD TO
 SX1288'THE RIGHT, MUD FLAT SPUR TO THE LEFT, AND DEMKO SPRING ROAD TO
 SX1288'THE RIGHT.  0.6 MI. PAST THE DEMKO SPRING ROAD STOP AT A 9-IN.
 SX1288'ALDER TREE ON THE RIGHT WITH A TRIANGULAR BLAZE ON THE N SIDE, THIS
 SX1288'TREE IS 0.1 MI. W OF A SHARP CURVE OF THE ROAD S AND AT THE
 SX1288'INTERSECTION OF THE OLD RAILROAD BED (MENTIONED IN THE
 SX1288'FIRST PART OF THE DESCRIPTION), FROM THE TREE GO N UP A STEEP
 SX1288'SLOPE TO A CREST AND THE STATION IN A SMALL CLEARING.  A
 SX1288'10-MINUTE PACK.
 SX1288
 SX1288                          STATION RECOVERY (1966)
 SX1288
 SX1288'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1966
 SX1288'FROM POST OFFICE IN BUCKLEY, WASHINGTON, GO SOUTH ON CEDAR
 SX1288'ST. S. 0.2 MI. TO COUL AVE.  TURN LEFT AND GO 1.6 MI. TO GRAVEL
 SX1288'RD. RT. AND LOCK PIPE FRAME GATE (KEY AT BUCKLEY, WASH. CITY
 SX1288'HALL).  PASS THROUGH GATE AND GO 2.9 MILES TO SIDE ROAD RIGHT
 SX1288'(SIGN = C.C.C. RD.) TURN RIGHT, UPHILL, AND GO 0.1 MILE TO LEFT
 SX1288'BEND IN ROAD AND FAINT GAME TRAIL ON RIGHT.  PACK, RIGHT,
 SX1288'UPHILL, TO EAST END OF TOP OF RIDGE AND STATION.  DIST. 600 FT
 SX1288'PLUS OR MINUS ABOUT A 5 MIN. PACK.  STATION AND R.M. IN GOOD
 SX1288'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4004 ***********************************************************************
 SY4004  DESIGNATION -  DAM USE 1915
 SY4004  PID         -  SY4004
 SY4004  STATE/COUNTY-  WA/KING
 SY4004  USGS QUAD   -  
 SY4004
 SY4004                         *CURRENT SURVEY CONTROL
 SY4004  ___________________________________________________________________
 SY4004* NAD 83(1991)-  47 38 55.64314(N)    122 21 04.70111(W)     ADJUSTED  
 SY4004* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY4004  ___________________________________________________________________
 SY4004  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 SY4004  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SY4004
 SY4004  HORZ ORDER  -  THIRD
 SY4004
 SY4004.The horizontal coordinates were established by classical geodetic methods
 SY4004.and adjusted by the National Geodetic Survey in December 1991..
 SY4004
 SY4004.The orthometric height was scaled from a topographic map.
 SY4004
 SY4004.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4004
 SY4004.The geoid height was determined by GEOID03.
 SY4004
 SY4004;                    North         East     Units Scale Factor Converg.
 SY4004;SPC WA N     -    73,258.398   385,964.232   MT  0.99997557   -1 07 48.6
 SY4004;SPC WA N     -   240,348.59  1,266,284.32   sFT  0.99997557   -1 07 48.6
 SY4004;UTM  10      - 5,277,469.681   548,717.089   MT  0.99962916   +0 28 45.9
 SY4004
 SY4004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4004!SPC WA N     -   1.00000323  x   0.99997557  =   0.99997880
 SY4004!UTM  10      -   1.00000323  x   0.99962916  =   0.99963239
 SY4004
 SY4004                          SUPERSEDED SURVEY CONTROL
 SY4004
 SY4004  NAD 83(1986)-  47 38 55.63594(N)    122 21 04.70611(W) AD(       ) 3
 SY4004  NAD 27      -  47 38 56.28300(N)    122 21 00.25000(W) AD(       ) 3
 SY4004
 SY4004.Superseded values are not recommended for survey control.
 SY4004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4004.See file dsdata.txt to determine how the superseded data were derived.
 SY4004
 SY4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4871777470(NAD 83)
 SY4004
 SY4004  HISTORY     - Date     Condition        Report By
 SY4004  HISTORY     - 1915     MONUMENTED       USE
 SY4004  HISTORY     - 1925     SEE DESCRIPTION  USE
 SY4004  HISTORY     - 1932     SEE DESCRIPTION  CGS
 SY4004
 SY4004                          STATION DESCRIPTION
 SY4004
 SY4004'DESCRIBED BY US ENGINEERS 1915 (GTR)
 SY4004'STATION BELONGS TO THE ARMY ENGINEERS AND IS LOCATED IN THE FREMONT
 SY4004'DISTRICT ON THE N BANK OF CANAL BETWEEN LAKE UNION AND SALMON BAY,
 SY4004'SEATTLE, WASHINGTON.  IT IS ABOUT 150 METERS W OF FREMONT BRIDGE
 SY4004'ALONG FENCE LINE OF S LINE OF BRYANT LUMBER COMPANYS PROPERTY AND
 SY4004'IS ON THE STREET LINES OF EVANSTON STREET AND THIRTY-SECOND
 SY4004'STREET.
 SY4004'
 SY4004'STATION IS MARKED BY A COPPER BOLT LEADED INTO TOP SURFACE OF
 SY4004'GRANITE PILLAR.  THE TOP SURFACE OF PILLAR IS ABOUT 2 FEET BELOW
 SY4004'SURFACE OF GROUND.  HOLE IS OPEN.
 SY4004'
 SY4004'REFERENCE MARK NO.1 IS A TRIANGLE OF NAILS 1 FOOT FROM GROUND ON
 SY4004'TELEPHONE POLE, DISTANT 17.21 METERS.
 SY4004'
 SY4004'REFERENCE MARK NO.2 IS A TRIANGLE OF NAILS 2 FEET FROM GROUND ON
 SY4004'TELEPHONE POLE, DISTANT 8.16 METERS.
 SY4004'
 SY4004'REFERENCE MARK NO.3 IS A TRIANGLE OF NAILS ON NEAREST FENCE POST
 SY4004'ABOUT 2 FEET FROM GROUND, DISTANT 2.56 METERS.
 SY4004
 SY4004                          STATION RECOVERY (1925)
 SY4004
 SY4004'RECOVERY NOTE BY US ENGINEERS 1925
 SY4004'STATION DESTROYED OWING TO EXCAVATION OF LAKE WASHINGTON SHIP CANAL.
 SY4004
 SY4004                          STATION RECOVERY (1932)
 SY4004
 SY4004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (FHH)
 SY4004'STATION WAS NOT RECOVERED.  A WAREHOUSE HAS BEEN CONSTRUCTED OVER
 SY4004'LOCATION OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0472 ***********************************************************************
 SD0472  DESIGNATION -  DAMON
 SD0472  PID         -  SD0472
 SD0472  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0472  USGS QUAD   -  POINT BROWN (1994)
 SD0472
 SD0472                         *CURRENT SURVEY CONTROL
 SD0472  ___________________________________________________________________
 SD0472* NAD 83(1991)-  46 57 06.66059(N)    124 07 41.40402(W)     ADJUSTED  
 SD0472* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SD0472  ___________________________________________________________________
 SD0472  LAPLACE CORR-          11.07  (seconds)                    DEFLEC99
 SD0472  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 SD0472
 SD0472  HORZ ORDER  -  THIRD
 SD0472
 SD0472.The horizontal coordinates were established by classical geodetic methods
 SD0472.and adjusted by the National Geodetic Survey in December 1991..
 SD0472
 SD0472.The orthometric height was scaled from a topographic map.
 SD0472
 SD0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0472
 SD0472.The geoid height was determined by GEOID03.
 SD0472
 SD0472;                    North         East     Units Scale Factor Converg.
 SD0472;SPC WA S     -   186,251.255   223,923.587   MT  0.99993507   -2 38 07.7
 SD0472;SPC WA S     -   611,059.33    734,655.97   sFT  0.99993507   -2 38 07.7
 SD0472;UTM  10      - 5,200,431.086   414,153.742   MT  0.99969058   -0 49 28.2
 SD0472
 SD0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0472!SPC WA S     -   1.00000369  x   0.99993507  =   0.99993876
 SD0472!UTM  10      -   1.00000369  x   0.99969058  =   0.99969427
 SD0472
 SD0472|---------------------------------------------------------------------|
 SD0472| PID    Reference Object                     Distance      Geod. Az  |
 SD0472|                                                           dddmmss.s |
 SD0472| DD9579 DAMON RM 1                           11.539 METERS 08053     |
 SD0472| SD0406 GRAYS HARBOR RANGE 1 REAR LT        APPROX. 6.2 KM 1034701.4 |
 SD0472| SD0412 GRAYS HARBOR RANGE 1 FRONT LT       APPROX. 5.8 KM 1052658.0 |
 SD0472| SD0375 GRAYS HBR CROSSOVER CHAN LT 28      APPROX. 8.6 KM 1055457.6 |
 SD0472| SD0391 JOHNS RIVER ENTRANCE LIGHT 14       APPROX. 9.6 KM 1093833.3 |
 SD0472| SD0473 LONE 1951                            58.836 METERS 13424     |
 SD0472| SD0414 WESTHAVEN OUTER BRKWTR N LT 5       APPROX. 4.8 KM 1612016.5 |
 SD0472| SD0410 WESTHAVEN OUTER BRKWTR S LT         APPROX. 5.1 KM 1612531.8 |
 SD0472| SD0427 GRAYS HARBOR CG STA CUPOLA          APPROX. 5.1 KM 1655021.3 |
 SD0472| SD0413 WESTPORT MUNICIPAL TANK             APPROX. 6.6 KM 1660326.3 |
 SD0472| SD0422 POINT CHEHALIS RANGE FRONT LIGHT    APPROX. 4.8 KM 1723043.3 |
 SD0472| SD0421 GRAYS HBR DIS FINDING STA CUP       APPROX. 5.1 KM 1735144.1 |
 SD0472| SD0420 GRAYS HARBOR CG STATION LOT         APPROX. 5.3 KM 1741600.1 |
 SD0472| SD0466 GRAYS HARBOR BAR RNG FRONT LT       APPROX. 3.1 KM 2274840.5 |
 SD0472| DD9580 DAMON RM 2                           23.804 METERS 28920     |
 SD0472| SD0465 LONE 2 USE 1951                      39.327 METERS 31030     |
 SD0472|---------------------------------------------------------------------|
 SD0472
 SD0472                          SUPERSEDED SURVEY CONTROL
 SD0472
 SD0472  NAD 83(1986)-  46 57 06.65201(N)    124 07 41.40306(W) AD(       ) 3
 SD0472  NAD 27      -  46 57 07.33100(N)    124 07 36.77800(W) AD(       ) 3
 SD0472
 SD0472.Superseded values are not recommended for survey control.
 SD0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0472.See file dsdata.txt to determine how the superseded data were derived.
 SD0472
 SD0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1415400431(NAD 83)
 SD0472_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SD0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0472
 SD0472  HISTORY     - Date     Condition        Report By
 SD0472  HISTORY     - 1951     MONUMENTED       CGS
 SD0472  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SD0472
 SD0472                          STATION DESCRIPTION
 SD0472
 SD0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (CWC)
 SD0472'ABOUT 11-1/2 MILES WEST OF HOQUIAM, ON THE NORTH SIDE OF THE
 SD0472'ENTRANCE TO GRAYS HARBOR, ON THE EAST SIDE OF THE POINT, ON
 SD0472'PT. DAMON, ABOUT 1/2 MILE SOUTHEAST OF GRAYS HARBOR BAR RANGE
 SD0472'REAR LIGHT, ABOUT 225 FEET NORTHWEST OF THE HIGH WATER LINE, ABOUT
 SD0472'250 FEET SOUTHWEST OF THE HIGH WATER LINE, 185 FEET SOUTHEAST OF
 SD0472'THE SOUTHERLY OF TWO CONCRETE GUN FOUNDATIONS (ABANDONED), 180 FEET
 SD0472'WEST-NORTHWEST OF A BRONZE PLAQUE ON A STONE, 76 FEET
 SD0472'SOUTHWEST OF A LONE DOUBLE FIR TREE AT THE BASE OF A SAND RIDGE,
 SD0472'ON THE CREST OF A SAND RIDGE, 18 FEET NORTHWEST OF THE TOP OF
 SD0472'THE BANK OF A ROAD CUT THROUGH THE RIDGE, 5-1/2 FEET NORTH OF
 SD0472'A WHITE WITNESS POST, 19.5 FEET ABOVE M.S.L., AND FLUSH WITH
 SD0472'THE SURFACE.  THE DISK IS STAMPED DAMON 1951.
 SD0472'
 SD0472'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE SAND RIDGE, 44
 SD0472'FEET SOUTHWEST OF THE LONE DOUBLE FIR TREE, AND 4.6 FEET LOWER THAN
 SD0472'THE STATION.  THE DISK IS STAMPED DAMON 1951 NO 1.
 SD0472'
 SD0472'REFERENCE MARK NO. 2 IS 114 FEET SOUTHEAST OF THE CENTER OF THE
 SD0472'CONCRETE GUN FOUNDATION, ON THE SOUTHWEST SIDE OF THE CREST OF THE
 SD0472'RIDGE, AND 1.6 FEET LOWER THAN THE STATION.  THE DISK IS STAMPED
 SD0472'DAMON 1951 NO 2.
 SD0472'
 SD0472'TO REACH THE STATION FROM OCEAN CITY GO SOUTH ON STATE HIGHWAY
 SD0472'9C FOR 1.9 MILES TO A FORK.  TAKE RIGHT FORK ON GRAVEL ROAD TO
 SD0472'OYHUT FOR 2.0 MILES TO A CURVE RIGHT AND A PRIVATE ROAD LEADING
 SD0472'LEFT (EAST).  GO LEFT 0.1 MILE TO A GATE ON THE RIGHT (SOUTH)
 SD0472'SIDE OF THE ROAD.  PASS THROUGH GATE, TURN RIGHT AND FOLLOW SAND
 SD0472'ROAD WEST AND SOUTH FOR 5.3 MILES TO THE END OF THE ROAD AND THE
 SD0472'STATION.
 SD0472'
 SD0472'SEE ALSO DESCRIPTIONS OF LONETREE (U.S.E.), LONE 2 (U.S.E.) AND
 SD0472'LONE.
 SD0472
 SD0472                          STATION RECOVERY (1955)
 SD0472
 SD0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FN)
 SD0472'DESTROYED - THIS STATION AND BOTH REFERENCE MARKS HAVE DEFINITELY
 SD0472'BEEN DESTROYED BY EROSION OF THE SHORELINE, WHICH AT THE PRESENT
 SD0472'TIME IS APPROXIMATELY 260 FEET NORTHWEST OF THE PLOTTED
 SD0472'POSITION.  THIS WAS PROVED BY PLANE TABLE SURVEY OF THE MEAN HIGH
 SD0472'WATER LINE DURING FIELD EDIT OPERATIONS IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0856 ***********************************************************************
 SD0856  DESIGNATION -  DAMON POINT LIGHT
 SD0856  PID         -  SD0856
 SD0856  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0856  USGS QUAD   -  WESTPORT (1994)
 SD0856
 SD0856                         *CURRENT SURVEY CONTROL
 SD0856  ___________________________________________________________________
 SD0856* NAD 83(1991)-  46 57 01.54385(N)    124 06 20.72186(W)     ADJUSTED  
 SD0856* NAVD 88     -                                                        
 SD0856  ___________________________________________________________________
 SD0856  LAPLACE CORR-          11.71  (seconds)                    DEFLEC99
 SD0856  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 SD0856
 SD0856  HORZ ORDER  -  THIRD
 SD0856
 SD0856.The horizontal coordinates were established by classical geodetic methods
 SD0856.and adjusted by the National Geodetic Survey in December 1991..
 SD0856
 SD0856
 SD0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0856
 SD0856.The geoid height was determined by GEOID03.
 SD0856
 SD0856;                    North         East     Units Scale Factor Converg.
 SD0856;SPC WA S     -   186,015.222   225,620.538   MT  0.99993491   -2 37 09.1
 SD0856;SPC WA S     -   610,284.94    740,223.38   sFT  0.99993491   -2 37 09.1
 SD0856;UTM  10      - 5,200,248.845   415,856.886   MT  0.99968702   -0 48 29.1
 SD0856
 SD0856                          SUPERSEDED SURVEY CONTROL
 SD0856
 SD0856  NAD 83(1986)-  46 57 01.53552(N)    124 06 20.72185(W) AD(       ) 4
 SD0856
 SD0856.Superseded values are not recommended for survey control.
 SD0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0856.See file dsdata.txt to determine how the superseded data were derived.
 SD0856
 SD0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1585700249(NAD 83)
 SD0856_MARKER: 14 = NAVIGATION LIGHT
 SD0856
 SD0856  HISTORY     - Date     Condition        Report By
 SD0856  HISTORY     - 1985     FIRST OBSERVED   NOS
 SD0856
 SD0856                          STATION DESCRIPTION
 SD0856
 SD0856'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (RBM)
 SD0856'THE STATION IS LOCATED ON THE NORTH SIDE OF GRAYS HARBOR AT THE
 SD0856'ENTRANCE TO NORTH BAY JUST OFF OF DAMON POINT IN ABOUT 15 FEET OF
 SD0856'WATER.
 SD0856'
 SD0856'TO REACH THE STATION TRAVEL NORTH FROM THE MARINA AT
 SD0856'WESTPORT, WASHINGTON ABOUT 2NAUTICAL MILES TO DAMON POINT AND THE
 SD0856'STRUCTURE ABOUT 0.5 NAUTICAL MILE DUE NORTH OF THE EAST END OF THE
 SD0856'POINT.
 SD0856'
 SD0856'THE STATION IS THE YELLOW LIGHT ATOP THE 3 PILE WOOD STRUCTURE WITH
 SD0856'A DIAMOND SHAPED SPECIAL PURPOSE DAYMARK WITH A YELLOW REFLECTIVE
 SD0856'BOARDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0875 ***********************************************************************
 SD0875  DESIGNATION -  DAMON POINT NAV LIGHT
 SD0875  PID         -  SD0875
 SD0875  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0875  USGS QUAD   -  WESTPORT (1994)
 SD0875
 SD0875                         *CURRENT SURVEY CONTROL
 SD0875  ___________________________________________________________________
 SD0875* NAD 83(1991)-  46 57 01.60505(N)    124 06 20.77560(W)     ADJUSTED  
 SD0875* NAVD 88     -         9.6    (meters)      31.     (feet)  VERTCON   
 SD0875  ___________________________________________________________________
 SD0875  LAPLACE CORR-          11.71  (seconds)                    DEFLEC99
 SD0875  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 SD0875
 SD0875  HORZ ORDER  -  THIRD
 SD0875
 SD0875.The horizontal coordinates were established by classical geodetic methods
 SD0875.and adjusted by the National Geodetic Survey in December 1991..
 SD0875
 SD0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0875
 SD0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0875
 SD0875.The geoid height was determined by GEOID03.
 SD0875
 SD0875;                    North         East     Units Scale Factor Converg.
 SD0875;SPC WA S     -   186,017.161   225,619.490   MT  0.99993491   -2 37 09.2
 SD0875;SPC WA S     -   610,291.30    740,219.94   sFT  0.99993491   -2 37 09.2
 SD0875;UTM  10      - 5,200,250.750   415,855.776   MT  0.99968702   -0 48 29.2
 SD0875
 SD0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0875!SPC WA S     -   1.00000234  x   0.99993491  =   0.99993725
 SD0875!UTM  10      -   1.00000234  x   0.99968702  =   0.99968936
 SD0875
 SD0875                          SUPERSEDED SURVEY CONTROL
 SD0875
 SD0875  NAD 83(1986)-  46 57 01.59665(N)    124 06 20.77543(W) AD(       ) 4
 SD0875  NGVD 29 (01/14/91)    8.6    (m)           28.     (f) VERT ANG       
 SD0875
 SD0875.Superseded values are not recommended for survey control.
 SD0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0875.See file dsdata.txt to determine how the superseded data were derived.
 SD0875
 SD0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1585600251(NAD 83)
 SD0875_MARKER: 14 = NAVIGATION LIGHT
 SD0875_MARK LOGO: MGSINC
 SD0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SD0875+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SD0875
 SD0875  HISTORY     - Date     Condition        Report By
 SD0875  HISTORY     - 1990     FIRST OBSERVED   MGSINC
 SD0875
 SD0875                          STATION DESCRIPTION
 SD0875
 SD0875'DESCRIBED BY MINISTER AND GLAESER 1990
 SD0875'THE STATION, DAMON POINT LIGHT, IS LOCATED IN GRAYS HARBOR
 SD0875'NEAR OCEAN SHORES, WASHINGTON, APPROXIMATELY 500 METERS
 SD0875'NORTHEAST OF DAMON POINT. THE STATION IS THE APEX OF A
 SD0875'NON-DIRECTIONAL NAVIGATION LIGHT ON TOP OF A STEEL THREE PILE
 SD0875'STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH7000 ***********************************************************************
 AH7000  HT_MOD      -  This is a Height Modernization Survey Station.
 AH7000  DESIGNATION -  DAMONS
 AH7000  PID         -  AH7000
 AH7000  STATE/COUNTY-  WA/GRAYS HARBOR
 AH7000  USGS QUAD   -  COPALIS BEACH (1994)
 AH7000
 AH7000                         *CURRENT SURVEY CONTROL
 AH7000  ___________________________________________________________________
 AH7000* NAD 83(1998)-  47 01 01.50055(N)    124 09 55.11002(W)     ADJUSTED  
 AH7000* NAVD 88     -         5.55   (meters)      18.2    (feet)  GPS OBS   
 AH7000  ___________________________________________________________________
 AH7000  X           -  -2,446,413.637 (meters)                     COMP
 AH7000  Y           -  -3,604,481.000 (meters)                     COMP
 AH7000  Z           -   4,643,045.786 (meters)                     COMP
 AH7000  LAPLACE CORR-           8.98  (seconds)                    DEFLEC99
 AH7000  ELLIP HEIGHT-         -19.19  (meters)          (07/03/01) GPS OBS
 AH7000  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AH7000
 AH7000  HORZ ORDER  -  FIRST
 AH7000  ELLP ORDER  -  FIFTH     CLASS I
 AH7000
 AH7000.The horizontal coordinates were established by GPS observations
 AH7000.and adjusted by the National Geodetic Survey in July 2001..
 AH7000.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AH7000.DATUM ITEM on the data sheet items page.
 AH7000
 AH7000.The orthometric height was determined by GPS observations and a
 AH7000.high-resolution geoid model using precise GPS observation and
 AH7000.processing techniques.
 AH7000
 AH7000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7000
 AH7000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7000
 AH7000.The ellipsoidal height was determined by GPS observations
 AH7000.and is referenced to NAD 83.
 AH7000
 AH7000.The geoid height was determined by GEOID03.
 AH7000
 AH7000;                    North         East     Units Scale Factor Converg.
 AH7000;SPC WA S     -   193,625.668   221,436.344   MT  0.99994301   -2 39 44.9
 AH7000;SPC WA S     -   635,253.55    726,495.74   sFT  0.99994301   -2 39 44.9
 AH7000;UTM  10      - 5,207,721.448   411,435.426   MT  0.99969640   -0 51 09.2
 AH7000
 AH7000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7000!SPC WA S     -   1.00000301  x   0.99994301  =   0.99994602
 AH7000!UTM  10      -   1.00000301  x   0.99969640  =   0.99969941
 AH7000
 AH7000                          SUPERSEDED SURVEY CONTROL
 AH7000
 AH7000  NAD 83(1991)-  47 01 01.49868(N)    124 09 55.11178(W) AD(       ) 1
 AH7000  ELLIP H (01/20/99)  -19.17   (m)                       GP(       ) 3 2
 AH7000
 AH7000.Superseded values are not recommended for survey control.
 AH7000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7000.See file dsdata.txt to determine how the superseded data were derived.
 AH7000
 AH7000_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1143507721(NAD 83)
 AH7000_MARKER: I = METAL ROD
 AH7000_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7000_STAMPING: DAMONS 1997
 AH7000_MARK LOGO: NGS   
 AH7000_PROJECTION: RECESSED 10 CENTIMETERS
 AH7000_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7000+STABILITY: POSITION/ELEVATION WELL
 AH7000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7000+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 AH7000_ROD/PIPE-DEPTH: 10   meters
 AH7000
 AH7000  HISTORY     - Date     Condition        Report By
 AH7000  HISTORY     - 1997     MONUMENTED       NGS
 AH7000  HISTORY     - 20020803 GOOD             INDIV
 AH7000
 AH7000                          STATION DESCRIPTION
 AH7000
 AH7000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RCD)
 AH7000'DESCRIBED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (RCD) .  THE
 AH7000'STATION IS LOCATED IN OYHUT STATE PARK IN OYHUT AND JUST NORTH OF THE
 AH7000'NORTH CORP.  BOUNDARY OF THE CITY OF OCEANS SHORES.  FROM THE
 AH7000'INTERSECTION OF DAMON ROAD AND POINT BROWN AVENUE IN OCEAN SHORES GO
 AH7000'WEST ON DAMON ROAD TO THE BEACH ACCESS PARKING AREA ON LEFT.  WITHIN
 AH7000'THE PARKING AREA THERE IS A LARGE TRAFFIC ISLAND WITH A CEMENT BLOCK
 AH7000'RESTROOM ON THE WEST END.  THE STATION IS AT THE EAST END OF THE
 AH7000'ISLAND.  THE STATION IS 31 M (101.7 FT) EAST OF THE CENTER OF THE
 AH7000'RESTROOMS AND 13.6 M (44.6 FT) WEST OF A STANDARD ORANGE NGS WITNESS
 AH7000'POST, OR 72 METERS (236.2 FT) SOUTHEAST (141 DEGREES GRID) FROM THE
 AH7000'CENTER OF THE INTERSECTION OF DAMON ROAD AND CHICHAMIN AVENUE.  THE
 AH7000'STATION IS A STAINLESS STEEL ROD DRIVEN 55 FT, (16.8 M) ACCESS TO THE
 AH7000'DATUM POINT IS HAD THROUGH A 5-INCH STANDARD NGS LOGO CAP THAT IS
 AH7000'STAMPED DAMONS 1997.
 AH7000
 AH7000                          STATION RECOVERY (2002)
 AH7000
 AH7000'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TL)
 AH7000'WITNESS POST AND STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3155 ***********************************************************************
 SY3155  DESIGNATION -  DAN
 SY3155  PID         -  SY3155
 SY3155  STATE/COUNTY-  WA/MASON
 SY3155  USGS QUAD   -  LONGBRANCH (1994)
 SY3155
 SY3155                         *CURRENT SURVEY CONTROL
 SY3155  ___________________________________________________________________
 SY3155* NAD 83(1991)-  47 10 27.48455(N)    122 51 29.14234(W)     ADJUSTED  
 SY3155* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3155  ___________________________________________________________________
 SY3155  LAPLACE CORR-          -8.23  (seconds)                    DEFLEC99
 SY3155  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 SY3155
 SY3155  HORZ ORDER  -  THIRD
 SY3155
 SY3155.The horizontal coordinates were established by classical geodetic methods
 SY3155.and adjusted by the National Geodetic Survey in December 1991..
 SY3155
 SY3155.The orthometric height was scaled from a topographic map.
 SY3155
 SY3155.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3155
 SY3155.The geoid height was determined by GEOID03.
 SY3155
 SY3155;                    North         East     Units Scale Factor Converg.
 SY3155;SPC WA S     -   207,301.640   321,269.249   MT  0.99996750   -1 42 46.5
 SY3155;SPC WA S     -   680,122.13  1,054,030.86   sFT  0.99996750   -1 42 46.5
 SY3155;UTM  10      - 5,224,543.640   510,753.266   MT  0.99960142   +0 06 14.7
 SY3155
 SY3155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3155!SPC WA S     -   1.00000330  x   0.99996750  =   0.99997080
 SY3155!UTM  10      -   1.00000330  x   0.99960142  =   0.99960472
 SY3155
 SY3155|---------------------------------------------------------------------|
 SY3155| PID    Reference Object                     Distance      Geod. Az  |
 SY3155|                                                           dddmmss.s |
 SY3155| CE3512 DAN RM 2                              2.630 METERS 01026     |
 SY3155| SY3152 PIE                                 APPROX. 0.6 KM 2250808.4 |
 SY3155| CE3511 DAN RM 1                              5.508 METERS 29830     |
 SY3155|---------------------------------------------------------------------|
 SY3155
 SY3155                          SUPERSEDED SURVEY CONTROL
 SY3155
 SY3155  NAD 83(1986)-  47 10 27.48063(N)    122 51 29.15159(W) AD(       ) 3
 SY3155  NAD 27      -  47 10 28.13200(N)    122 51 24.67300(W) AD(       ) 3
 SY3155
 SY3155.Superseded values are not recommended for survey control.
 SY3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3155.See file dsdata.txt to determine how the superseded data were derived.
 SY3155
 SY3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1075324544(NAD 83)
 SY3155_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3155
 SY3155  HISTORY     - Date     Condition        Report By
 SY3155  HISTORY     - 1924     MONUMENTED       CGS
 SY3155  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3155  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3155  HISTORY     - 1987     GOOD             USPSQD
 SY3155
 SY3155                          STATION DESCRIPTION
 SY3155
 SY3155'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3155'IS ON THE S SIDE OF HARSTINE ISLAND AND FACES DANA PASSAGE AND IS
 SY3155'DIRECTLY OPPOSITE DICKERSON POINT AND ABOUT 1/3 MILE N OF STATION
 SY3155'PIE.  THE STATION IS ALONG THE BEACH AND IS COVERED BY 3-1/2 FEET
 SY3155'OF WATER AT HIGH TIDE.  IT IS 90 FEET FROM THE EDGE OF THE WOODS
 SY3155'RUNNING DOWN TO THE BEACH.
 SY3155'
 SY3155'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 SY3155'DESCRIBED IN NOTE 1A.
 SY3155'
 SY3155'BOTH REFERENCE POINTS ARE IN ROCKS, ONE IN A SMALL ROCK ABOUT ONE
 SY3155'INCH OUT OF THE GROUND AND N OF THE STATION.  REFERENCE MARK NO.2
 SY3155'IS A 3/4-INCH HOLE DRILLED IN A TRIANGULAR ROCK ABOUT 10 INCHES
 SY3155'OUT OF THE GROUND AND ABOUT 2 FEET ACROSS.
 SY3155'
 SY3155'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3155
 SY3155                          STATION RECOVERY (1936)
 SY3155
 SY3155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3155'STATION IS ON THE S SIDE OF HARSTINE ISLAND AND FACES DANA PASSAGE
 SY3155'AND IS DIRECTLY OPPOSITE DICKERSON POINT AND ABOUT 1/3 MILE N OF
 SY3155'STATION PIE.  THE STATION IS ALONG THE BEACH AND IS COVERED BY
 SY3155'3-1/2 FEET OF WATER AT HIGH TIDE.  IT IS 21 METERS FROM THE EDGE
 SY3155'OF THE WOODS RUNNING DOWN TO THE BEACH.
 SY3155'
 SY3155'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A SMALL ROCK ABOUT
 SY3155'ONE INCH OUT OF THE GROUND N OF THE STATION.
 SY3155'
 SY3155'A STANDARD DISK STAMPED NO.2 - 1924 WAS SET IN THE 3/4-INCH DRILL
 SY3155'HOLE IN THE TRIANGULAR ROCK.  ROCK PROJECTS ABOUT 10 INCHES OUT
 SY3155'OF THE GROUND AND IS ABOUT TWO FEET ACROSS.
 SY3155
 SY3155                          STATION RECOVERY (1967)
 SY3155
 SY3155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3155'THE STATION MARK AND THE SHANK OF A REFERENCE MARK DISK WERE
 SY3155'FOUND.
 SY3155'
 SY3155'THE STATION IS ON THE BEACH ON THE SOUTH SIDE OF HARTSTENE ISLAND,
 SY3155'ON THE NORTH SHORE OF DANA PASSAGE AND DIRECTLY OPPOSITE DICKENSON
 SY3155'POINT AND ABOUT 1-1/4 MILE NORTHEAST OF THE SOUTHERN TIP OF THE
 SY3155'ISLAND.
 SY3155'
 SY3155'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 SY3155'WHICH PROJECTS ABOUT 3 INCHES.  IT IS 73 FEET SOUTHEAST OF THE
 SY3155'BANK AT THE HIGH WATER LINE AND 6.8 FEET SOUTHWEST OF A 3 X 4-FOOT
 SY3155'DARK-COLORED, POINTED BOULDER WHICH PROJECTS 2 FEET.
 SY3155'
 SY3155'THE SHANK OF A REFERENCE MARK DISK WAS FOUND IN AN 8-INCH BY
 SY3155'2-FOOT BOULDER WHICH PROJECTS 4 INCHES.  IT IS 18.8 FEET NORTHWEST
 SY3155'OF THE STATION AND 4 FEET NORTHWEST OF 3 BOULDERS ABOUT 1 FOOT IN
 SY3155'DIAMETER LAYING CLOSE TOGETHER AND PROJECTING ABOUT 8 INCHES.
 SY3155'
 SY3155'TO REACH FROM THE FERRY DOCK ON THE WEST SIDE OF HARTSTENE ISLAND,
 SY3155'GO SOUTHERLY ABOUT 200 FEET TO A Y, KEEP THE RIGHT FORK AND
 SY3155'FOLLOW THE BLACKTOP ROAD SOUTH AND EAST 3.7 MILES TO A
 SY3155'T-INTERSECTION, TURN RIGHT AND GO SOUTH 1.0 MILE TO A Y, KEEP LEFT
 SY3155'AND FOLLOW THE BLACKTOP ROAD 2.5 MILES TO A Y, CONTINUE SOUTHERLY
 SY3155'ON THE LEFT FORK FOR 1.7 MILES TO A CROSSROAD AND HARTSTENE
 SY3155'ISLAND ESTATES IN THE SOUTHWEST ANGLE.  TURN LEFT AND GO
 SY3155'NORTHEASTERLY 0.5 MILE TO THE END OF THE ROAD AND A DRIVEWAY,
 SY3155'BEAR RIGHT AND FOLLOW THE DRIVEWAY 0.05 MILE TO A SMALL
 SY3155'CABIN, DESCEND STEPS NORTHEAST OF THE CABIN TO THE BEACH AND
 SY3155'WALK NORTHEAST ALONG THE BEACH ABOUT 90 YARDS TO THE STATION.
 SY3155
 SY3155                          STATION RECOVERY (1987)
 SY3155
 SY3155'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRT)
 SY3155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1329 ***********************************************************************
 SW1329  DESIGNATION -  DAN REIDERS RANCH WINDMILL
 SW1329  PID         -  SW1329
 SW1329  STATE/COUNTY-  WA/LINCOLN
 SW1329  USGS QUAD   -  MARLIN (1968)
 SW1329
 SW1329                         *CURRENT SURVEY CONTROL
 SW1329  ___________________________________________________________________
 SW1329* NAD 83(1991)-  47 27 04.76484(N)    118 54 39.63712(W)     ADJUSTED  
 SW1329* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 SW1329  ___________________________________________________________________
 SW1329  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 SW1329  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 SW1329
 SW1329  HORZ ORDER  -  THIRD
 SW1329
 SW1329.The horizontal coordinates were established by classical geodetic methods
 SW1329.and adjusted by the National Geodetic Survey in December 1991..
 SW1329
 SW1329.The orthometric height was scaled from a topographic map.
 SW1329
 SW1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1329
 SW1329.The geoid height was determined by GEOID03.
 SW1329
 SW1329;                    North         East     Units Scale Factor Converg.
 SW1329;SPC WA N     -    51,989.796   644,954.783   MT  1.00000944   +1 25 52.4
 SW1329;SPC WA N     -   170,569.86  2,115,989.15   sFT  1.00000944   +1 25 52.4
 SW1329;SPC WA S     -   236,635.163   619,826.152   MT  1.00002915   +1 09 15.2
 SW1329;SPC WA S     -   776,360.53  2,033,546.30   sFT  1.00002915   +1 09 15.2
 SW1329;UTM  11      - 5,257,090.197   355,944.532   MT  0.99985503   -1 24 29.1
 SW1329
 SW1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1329!SPC WA N     -   0.99991834  x   1.00000944  =   0.99992778
 SW1329!SPC WA S     -   0.99991834  x   1.00002915  =   0.99994749
 SW1329!UTM  11      -   0.99991834  x   0.99985503  =   0.99977338
 SW1329
 SW1329                          SUPERSEDED SURVEY CONTROL
 SW1329
 SW1329  NAD 83(1986)-  47 27 04.77626(N)    118 54 39.62926(W) AD(       ) 4
 SW1329  NAD 27      -  47 27 05.24800(N)    118 54 35.60400(W) AD(       ) 3
 SW1329
 SW1329.Superseded values are not recommended for survey control.
 SW1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1329.See file dsdata.txt to determine how the superseded data were derived.
 SW1329
 SW1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN5594557090(NAD 83)
 SW1329
 SW1329  HISTORY     - Date     Condition        Report By
 SW1329  HISTORY     - 1950     MONUMENTED       CGS
 SW1329  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1329
 SW1329                          STATION DESCRIPTION
 SW1329
 SW1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1329'SEE STATION ZION
 SW1329
 SW1329                          STATION RECOVERY (1965)
 SW1329
 SW1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1329'STATION IS SHOWN IN THE BOX-SCORE IN THE DESCRIPTION OF ZION
 SW1329'
 SW1329'THE WINDMILL IS A WOODEN STRUCTURE ABOUT 25 FEET HIGH, IN THE
 SW1329'FARMYARD, 178.6 FEET NORTH OF TRIANGULATION STATION ZION.  AT
 SW1329'PRESENT, THE WIND-WHEEL IS MISSING FROM THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2309 ***********************************************************************
 TR2309  DESIGNATION -  DANDY RESET
 TR2309  PID         -  TR2309
 TR2309  STATE/COUNTY-  WA/SAN JUAN
 TR2309  USGS QUAD   -  STUART ISLAND (1994)
 TR2309
 TR2309                         *CURRENT SURVEY CONTROL
 TR2309  ___________________________________________________________________
 TR2309* NAD 83(1991)-  48 41 23.55728(N)    123 12 56.23043(W)     ADJUSTED  
 TR2309* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 TR2309  ___________________________________________________________________
 TR2309  LAPLACE CORR-         -11.08  (seconds)                    DEFLEC99
 TR2309  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 TR2309
 TR2309  HORZ ORDER  -  THIRD
 TR2309
 TR2309.The horizontal coordinates were established by classical geodetic methods
 TR2309.and adjusted by the National Geodetic Survey in December 1991..
 TR2309
 TR2309.The orthometric height was scaled from a topographic map.
 TR2309
 TR2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2309
 TR2309.The geoid height was determined by GEOID03.
 TR2309
 TR2309;                    North         East     Units Scale Factor Converg.
 TR2309;SPC WA N     -   190,605.443   324,633.568   MT  0.99999212   -1 46 25.2
 TR2309;SPC WA N     -   625,344.69  1,065,068.63   sFT  0.99999212   -1 46 25.2
 TR2309;UTM  10      - 5,393,004.242   484,131.364   MT  0.99960309   -0 09 43.1
 TR2309
 TR2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2309!SPC WA N     -   1.00000217  x   0.99999212  =   0.99999429
 TR2309!UTM  10      -   1.00000217  x   0.99960309  =   0.99960526
 TR2309
 TR2309|---------------------------------------------------------------------|
 TR2309| PID    Reference Object                     Distance      Geod. Az  |
 TR2309|                                                           dddmmss.s |
 TR2309| CF7742 DANDY RM 2                            5.647 METERS 04150     |
 TR2309| CF7741 DANDY RM 1                            9.595 METERS 25823     |
 TR2309| TR2319 FAIRFAX PT RM 1911                  APPROX. 6.2 KM 2794117.1 |
 TR2309|---------------------------------------------------------------------|
 TR2309
 TR2309                          SUPERSEDED SURVEY CONTROL
 TR2309
 TR2309  NAD 83(1986)-  48 41 23.55741(N)    123 12 56.23049(W) AD(       ) 3
 TR2309  NAD 27      -  48 41 24.19600(N)    123 12 51.52900(W) AD(       ) 3
 TR2309
 TR2309.Superseded values are not recommended for survey control.
 TR2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2309.See file dsdata.txt to determine how the superseded data were derived.
 TR2309
 TR2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8413193004(NAD 83)
 TR2309
 TR2309  HISTORY     - Date     Condition        Report By
 TR2309  HISTORY     - 1894     MONUMENTED       CGS
 TR2309  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR2309  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2309  HISTORY     - 1957     SEE DESCRIPTION  CGS
 TR2309  HISTORY     - 20010806 GOOD             USPSQD
 TR2309
 TR2309                          STATION DESCRIPTION
 TR2309
 TR2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2309'LOCATED ON THE NW FACE OF STUART ISLAND AT THE LAST POINT FROM
 TR2309'WHICH PT. DISNEY CAN BE SEEN.  IT IS 20 FEET ABOVE TIDES, 4-1/2
 TR2309'PACES BACK FROM EDGE OF CLIFF.  CENTER IS MARKED BY A 5/8-INCH HOLE
 TR2309'DRILLED 2 INCHES DEEP IN SOLID ROCK ON HIGHEST PART OF SPUR OR
 TR2309'POINT.  UPPER STRATURE CONGLOMERATE WITH SANDSTONE BENEATH.
 TR2309
 TR2309                          STATION RECOVERY (1942)
 TR2309
 TR2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2309'STATION WAS RECOVERED AS DESCRIBED.  A BRONZE MARK WAS SET IN THE
 TR2309'DRILL HOLE AND 2 REFERENCE MARKS WERE SET.  A COMPLETE DESCRIPTION
 TR2309'FOLLOWS--
 TR2309'
 TR2309'STATION DANDY IS LOCATED ON THE NW FACE OF STUART ISLAND, ABOUT
 TR2309'0.9 MILE E FROM TURN POINT LIGHTHOUSE, AND FROM WHICH PT. DISNEY ON
 TR2309'WALDRON ISLAND CAN BE SEEN.  THIS POINT IS A SPUR RATHER THAN A
 TR2309'POINT, A NATURAL POINT FOR A SIGNAL STATION IN THIS VICINITY, 20
 TR2309'FEET ABOVE TIDES, 14 FEET BACK FROM EDGE OF CLIFF.  STATION IS ON
 TR2309'HIGHEST PART OF SPUR, A STANDARD STATION SET IN A STRATUM OF
 TR2309'CONGLOMERATE ROCK WITH SANDSTONE BENEATH.  THERE ARE SEVERAL
 TR2309'BOULDERS BACK OF STATION, ONE OF GRANITE IN WHICH IS SET
 TR2309'REFERENCE MARK NO.2.
 TR2309'
 TR2309'REFERENCE MARK NO.1, 1942 IS A BRONZE MARK SET IN DRILL HOLE ON
 TR2309'EDGE OF BLUFF AND ACROSS A SMALL TROUGH FROM STATION.  31.5 FEET
 TR2309'NW OF STATION.
 TR2309'
 TR2309'REFERENCE MARK NO.2, 1942 IS A BRONZE MARK SET IN DRILL HOLE ON
 TR2309'N END OF A LARGE GRANITE BOULDER, 18.5 FEET SW OF STATION.
 TR2309
 TR2309                          STATION RECOVERY (1950)
 TR2309
 TR2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2309'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2309'CONDITION AS REMARKED BY C.M.D. IN 1942.
 TR2309'
 TR2309'ON THE NW FACE OF STUART ISLAND, ABOUT 0.9 MILE E OF TURN POINT
 TR2309'LIGHT, ON A SPUR FROM WHICH POINT DISNEY ON WALDRON ISLAND CAN BE
 TR2309'SEEN, 14 FEET BACK FROM THE EDGE OF A BLUFF, 20 FEET ABOVE HIGH
 TR2309'WATER, AND ON A STRATUM OF CONGLOMERATE ROCK OVERLYING
 TR2309'SANDSTONE.  STATION MARK IS A BRONZE STATION DISK STAMPED DANDY
 TR2309'1894 1942 CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE.
 TR2309'
 TR2309'R.M. 1 IS W OF THE STATION, 1 METER S OF A 15-FOOT ROCK BLUFF
 TR2309'ACROSS A SMALL TROUGH FROM THE STATION.  IT IS A BRONZE REFERENCE
 TR2309'DISK STAMPED DANDY 1 1942 CEMENTED IN A DRILL HOLE FLUSH WITH THE
 TR2309'SURFACE.
 TR2309'
 TR2309'R.M. 2 IS S OF THE STATION, ON THE SHOULDER OF A GRANITE BOULDER
 TR2309'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND.  IT IS A BRONZE
 TR2309'REFERENCE DISK STAMPED DANDY 2 1942 CEMENTED IN A DRILL HOLE FLUSH
 TR2309'WITH THE SURFACE.
 TR2309'
 TR2309'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2309
 TR2309                          STATION RECOVERY (1957)
 TR2309
 TR2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WCR)
 TR2309'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DISTANCES TO
 TR2309'REFERENCE MARKS WERE CHECKED AND FOUND TO BE ACCURATE.  PREVIOUS
 TR2309'DESCRIPTION IS ADEQUATE AND COMPLETE.
 TR2309
 TR2309                          STATION RECOVERY (2001)
 TR2309
 TR2309'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 TR2309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2213 ***********************************************************************
 RD2213  DESIGNATION -  DANE
 RD2213  PID         -  RD2213
 RD2213  STATE/COUNTY-  WA/SKAMANIA
 RD2213  USGS QUAD   -  BRIDAL VEIL (1994)
 RD2213
 RD2213                         *CURRENT SURVEY CONTROL
 RD2213  ___________________________________________________________________
 RD2213* NAD 83(1991)-  45 33 32.96888(N)    122 13 41.92708(W)     ADJUSTED  
 RD2213* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 RD2213  ___________________________________________________________________
 RD2213  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 RD2213  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 RD2213
 RD2213  HORZ ORDER  -  THIRD
 RD2213
 RD2213.The horizontal coordinates were established by classical geodetic methods
 RD2213.and adjusted by the National Geodetic Survey in December 1991..
 RD2213
 RD2213.The orthometric height was scaled from a topographic map.
 RD2213
 RD2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2213
 RD2213.The geoid height was determined by GEOID03.
 RD2213
 RD2213;                    North         East     Units Scale Factor Converg.
 RD2213;SPC WA S     -    26,579.471   365,060.822   MT  1.00007340   -1 15 19.6
 RD2213;SPC WA S     -    87,202.81  1,197,703.71   sFT  1.00007340   -1 15 19.6
 RD2213;SPC OR N     -   211,741.887 2,365,081.315   MT  0.99991777   -1 13 32.5
 RD2213;SPC OR N     -   694,691.23  7,759,453.13   iFT  0.99991777   -1 13 32.5
 RD2213;UTM  10      - 5,045,358.403   560,226.229   MT  0.99964459   +0 33 03.5
 RD2213
 RD2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2213!SPC WA S     -   0.99999958  x   1.00007340  =   1.00007298
 RD2213!SPC OR N     -   0.99999958  x   0.99991777  =   0.99991735
 RD2213!UTM  10      -   0.99999958  x   0.99964459  =   0.99964417
 RD2213
 RD2213:                Primary Azimuth Mark                     Grid Az
 RD2213:SPC WA S     -  SHED                                     075 14 55.6
 RD2213:SPC OR N     -  SHED                                     075 13 08.5
 RD2213:UTM  10      -  SHED                                     073 26 32.5
 RD2213
 RD2213|---------------------------------------------------------------------|
 RD2213| PID    Reference Object                     Distance      Geod. Az  |
 RD2213|                                                           dddmmss.s |
 RD2213| RD2211 SHED                                APPROX. 1.3 KM 0735936.0 |
 RD2213|---------------------------------------------------------------------|
 RD2213
 RD2213                          SUPERSEDED SURVEY CONTROL
 RD2213
 RD2213  NAD 83(1991)-  45 33 32.96888(N)    122 13 41.92708(W) AD(       ) 3
 RD2213  NAD 83(1986)-  45 33 32.98015(N)    122 13 41.93368(W) AD(       ) 3
 RD2213  NAD 27      -  45 33 33.54800(N)    122 13 37.60200(W) AD(       ) 3
 RD2213
 RD2213.Superseded values are not recommended for survey control.
 RD2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2213.See file dsdata.txt to determine how the superseded data were derived.
 RD2213
 RD2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER6022645358(NAD 83)
 RD2213
 RD2213  HISTORY     - Date     Condition        Report By
 RD2213  HISTORY     - 1935     MONUMENTED       USE
 RD2213  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD2213
 RD2213                          STATION DESCRIPTION
 RD2213
 RD2213'DESCRIBED BY US ENGINEERS 1935
 RD2213'ON N BANK OF COLUMBIA RIVER, ABOUT 0.8 MILE W OF CAPE HORN LIGHT,
 RD2213'ABOUT 250 FEET UPSTREAM FROM GROUP OF ABOUT 30 PILES LYING 125
 RD2213'FEET OFFSHORE, ABOUT 28 FEET S OF SPOKANE, PORTLAND, AND SEATTLE
 RD2213'RAILWAY, ON TOP OF RAILWAY WASTE BANK.
 RD2213'
 RD2213'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN CONCRETE
 RD2213'POST WITH USED DANE 1935 MARKED IN CONCRETE.
 RD2213
 RD2213                          STATION RECOVERY (1946)
 RD2213
 RD2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2213'SEARCHED FOR BUT NOT FOUND.  THIS SPOT ON TOP OF RAILROAD FILL
 RD2213'SHOWS EVIDENCE OF RECENT GRADING.  MARK HAS EITHER BEEN GRADED
 RD2213'OUT OR COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2099 ***********************************************************************
 TR2099  DESIGNATION -  DANGER RESET
 TR2099  PID         -  TR2099
 TR2099  STATE/COUNTY-  WA/SAN JUAN
 TR2099  USGS QUAD   -  SHAW ISLAND (1994)
 TR2099
 TR2099                         *CURRENT SURVEY CONTROL
 TR2099  ___________________________________________________________________
 TR2099* NAD 83(1991)-  48 31 15.88124(N)    122 58 16.50943(W)     ADJUSTED  
 TR2099* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2099  ___________________________________________________________________
 TR2099  LAPLACE CORR-          -8.59  (seconds)                    DEFLEC99
 TR2099  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 TR2099
 TR2099  HORZ ORDER  -  SECOND
 TR2099
 TR2099.The horizontal coordinates were established by classical geodetic methods
 TR2099.and adjusted by the National Geodetic Survey in December 1991..
 TR2099
 TR2099.The orthometric height was scaled from a topographic map.
 TR2099
 TR2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2099
 TR2099.The geoid height was determined by GEOID03.
 TR2099
 TR2099;                    North         East     Units Scale Factor Converg.
 TR2099;SPC WA N     -   171,313.990   342,095.787   MT  0.99996700   -1 35 30.2
 TR2099;SPC WA N     -   562,052.65  1,122,359.26   sFT  0.99996700   -1 35 30.2
 TR2099;UTM  10      - 5,374,218.930   502,122.742   MT  0.99960006   +0 01 17.5
 TR2099
 TR2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2099!SPC WA N     -   1.00000302  x   0.99996700  =   0.99997002
 TR2099!UTM  10      -   1.00000302  x   0.99960006  =   0.99960308
 TR2099
 TR2099:                Primary Azimuth Mark                     Grid Az
 TR2099:SPC WA N     -  TURN ROCK LIGHT 1940                     019 07 16.7
 TR2099:UTM  10      -  TURN ROCK LIGHT 1940                     017 30 29.0
 TR2099
 TR2099|---------------------------------------------------------------------|
 TR2099| PID    Reference Object                     Distance      Geod. Az  |
 TR2099|                                                           dddmmss.s |
 TR2099| TR2073 TURN ROCK LIGHT 1940                APPROX. 1.6 KM 0173146.5 |
 TR2099| TR2116 FLAT                                APPROX. 5.0 KM 0485653.4 |
 TR2099| CF7743 DANGER RM 1                           4.500 METERS 07607     |
 TR2099| CF7744 DANGER RM 2                           5.840 METERS 16419     |
 TR2099| TR1797 WHALE                               APPROX. 8.5 KM 1654645.7 |
 TR2099|---------------------------------------------------------------------|
 TR2099
 TR2099                          SUPERSEDED SURVEY CONTROL
 TR2099
 TR2099  NAD 83(1986)-  48 31 15.88303(N)    122 58 16.51249(W) AD(       ) 2
 TR2099  NAD 27      -  48 31 16.52400(N)    122 58 11.88200(W) AD(       ) 2
 TR2099
 TR2099.Superseded values are not recommended for survey control.
 TR2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2099.See file dsdata.txt to determine how the superseded data were derived.
 TR2099
 TR2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0212374219(NAD 83)
 TR2099_MARKER: H = DRILL HOLE
 TR2099_SETTING: 80 = SET IN A BOULDER
 TR2099_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TR2099
 TR2099  HISTORY     - Date     Condition        Report By
 TR2099  HISTORY     - 1889     MONUMENTED       CGS
 TR2099  HISTORY     - 1903     GOOD             CGS
 TR2099  HISTORY     - 1913     GOOD             CGS
 TR2099  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2099  HISTORY     - 1950     GOOD             CGS
 TR2099  HISTORY     - 1953     GOOD             CGS
 TR2099  HISTORY     - 1973     GOOD             USGS
 TR2099
 TR2099                          STATION DESCRIPTION
 TR2099
 TR2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (JJG)
 TR2099'STATION IS ON THE HIGHEST POINT OF A ROCK LYING 60 METERS OFFSHORE
 TR2099'OF SAN JUAN ISLAND, ABOUT 1/2 MILE S OF TURN ISLAND AND REEF.  IT
 TR2099'IS JUST ABREAST OF FISHERMANS BAY, AND SEES UPRIGHT POINT CLEAR OF
 TR2099'FLAT POINT.  STATION IS ABOUT 12 FEET ABOVE TIDES.  ROCK IS 30
 TR2099'METERS LONG, N-AND-S.  BY 25 METERS WIDE.
 TR2099'
 TR2099'STATION IS ON THE HIGHEST KNOB, WHICH IS ROUNDED.  IT IS MARKED BY
 TR2099'A 1/2-INCH HOLE, 2 INCHES DEEP.
 TR2099
 TR2099                          STATION RECOVERY (1903)
 TR2099
 TR2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1903 (EFD)
 TR2099'STATION FOUND AS DESCRIBED.  ENLARGED IT FOR HYDROGRAPHIC WORK.
 TR2099
 TR2099                          STATION RECOVERY (1913)
 TR2099
 TR2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1913 (FHH)
 TR2099'STATION SEEN FROM LAUNCH.  SIGNAL STILL STANDING.
 TR2099
 TR2099                          STATION RECOVERY (1940)
 TR2099
 TR2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2099'ON A SMALL BARE ROCK ISLAND, 1/2 MILE S OF TURN ISLAND, ABOUT 100
 TR2099'METERS OFF THE E SHORE OF SAN JUAN ISLAND.  STATION MARK IS A
 TR2099'STANDARD DISK (REPLACING OLD 1/2-INCH DRILL HOLE) STAMPED DANGER,
 TR2099'1889-1940 SET IN CONCRETE IN A DRILL HOLE IN THE HIGHEST PART OF
 TR2099'THE ROCK ISLAND.  IT IS 8 FEET ABOVE MEAN-HIGH WATER.  THE FOLLOWING
 TR2099'MEASURED DISTANCES AND DIRECTIONS (APPROXIMATELY TRUE) TO MEAN-HIGH
 TR2099'WATER WERE MADE FROM THE STATION MARK--N TO POINT IS 10.8 METERS.  E
 TR2099'IS 7.3 METERS.  S TO POINT IS 23.0 METERS.  AND W TO POINT IS 23.2
 TR2099'METERS.
 TR2099'
 TR2099'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DANGER, 1889-1940,
 TR2099'R.M.NO.1 SET IN CONCRETE IN A CREVICE IN THE ROCK 4.500 METERS
 TR2099'(INCLINED DISTANCE) E OF THE STATION.
 TR2099'
 TR2099'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DANGER, 1889-1940,
 TR2099'R.M.NO.2 SET IN CONCRETE IN A DRILL HOLE IN THE ROCK 5.840 METERS
 TR2099'S OF THE STATION.
 TR2099
 TR2099                          STATION RECOVERY (1950)
 TR2099
 TR2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2099'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2099'CONDITION AS REMARKED BY L.C.W. IN 1940.
 TR2099'
 TR2099'ABOUT 2 NAUTICAL MILES ESE OF THE TOWN OF FRIDAY HARBOR, ABOUT 0.9
 TR2099'NAUTICAL MILE SSW OF TURN ROCK LIGHT, ABOUT 0.6 NAUTICAL MILE NE OF
 TR2099'PEAR POINT, ON DANGER ROCK, ON THE HIGHEST POINT OF A ROCK ISLAND
 TR2099'ABOUT 80 METERS OFFSHORE, RESPECTIVELY, 23.2 METERS E OF, 23.0
 TR2099'METERS N OF, 10.8 METERS S OF, 7.3 METERS W OF AND 8 FEET ABOVE
 TR2099'THE MEAN HIGH-WATER LINE.  STATION MARK IS A BRONZE STATION DISK
 TR2099'STAMPED DANGER 1889 1940 CEMENTED IN A DRILL HOLE AND FLUSH WITH THE
 TR2099'SURFACE.
 TR2099'
 TR2099'R.M. 1 IS E OF THE STATION.  IT IS A BRONZE REFERENCE DISK STAMPED
 TR2099'DANGER 1889 1940 R.M. NO. 1 CEMENTED IN A DRILL HOLE AND FLUSH WITH
 TR2099'THE SURFACE.
 TR2099'
 TR2099'R.M. 2 IS S OF THE STATION.  IT IS A BRONZE REFERENCE DISK STAMPED
 TR2099'DANGER 1889 1940 R.M. NO. 2 CEMENTED IN A DRILL HOLE AND FLUSH WITH
 TR2099'THE SURFACE.
 TR2099'
 TR2099'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2099
 TR2099                          STATION RECOVERY (1953)
 TR2099
 TR2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR2099'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR2099'AS DESCRIBED BY C.W.C. IN 1950.  THE 1950 DESCRIPTION IS ADEQUATE.
 TR2099'THE FOLLOWING DISTANCES, MEASURED TO THE REFERENCE MARKS, ARE IN
 TR2099'AGREEMENT WITH THE ORIGINAL MEASUREMENTS--
 TR2099'
 TR2099'STATION TO REFERENCE MARK 1 IS (SLOPE) 4.500 M. OR (HORIZONTAL)
 TR2099'4.390 M. (14.40 FT.).
 TR2099'
 TR2099'STATION TO REFERENCE MARK 2 IS 5.840 M. (19.16 FT.).
 TR2099
 TR2099                          STATION RECOVERY (1973)
 TR2099
 TR2099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2099'STATION FOUND AS DESCRIBED.  NEW ELEVATION ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1207 ***********************************************************************
 SX1207  DESIGNATION -  DANIELS
 SX1207  PID         -  SX1207
 SX1207  STATE/COUNTY-  WA/KITTITAS
 SX1207  USGS QUAD   -  MOUNT DANIEL (1965)
 SX1207
 SX1207                         *CURRENT SURVEY CONTROL
 SX1207  ___________________________________________________________________
 SX1207* NAD 83(1991)-  47 33 45.38038(N)    121 10 19.09820(W)     ADJUSTED  
 SX1207* NAVD 88     -      2409.     (meters)    7904.     (feet)  SCALED    
 SX1207  ___________________________________________________________________
 SX1207  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 SX1207  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 SX1207
 SX1207  HORZ ORDER  -  FIRST
 SX1207
 SX1207.The horizontal coordinates were established by classical geodetic methods
 SX1207.and adjusted by the National Geodetic Survey in December 1991..
 SX1207
 SX1207.The orthometric height was scaled from a topographic map.
 SX1207
 SX1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1207
 SX1207.The geoid height was determined by GEOID03.
 SX1207
 SX1207;                    North         East     Units Scale Factor Converg.
 SX1207;SPC WA S     -   248,016.550   449,429.019   MT  1.00006057   -0 29 17.2
 SX1207;SPC WA S     -   813,700.96  1,474,501.71   sFT  1.00006057   -0 29 17.2
 SX1207;SPC WA N     -    62,607.746   474,516.487   MT  0.99998891   -0 15 07.6
 SX1207;SPC WA N     -   205,405.58  1,556,809.51   sFT  0.99998891   -0 15 07.6
 SX1207;UTM  10      - 5,269,306.713   637,509.275   MT  0.99983237   +1 20 57.6
 SX1207
 SX1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1207!SPC WA S     -   0.99962542  x   1.00006057  =   0.99968597
 SX1207!SPC WA N     -   0.99962542  x   0.99998891  =   0.99961433
 SX1207!UTM  10      -   0.99962542  x   0.99983237  =   0.99945785
 SX1207
 SX1207|---------------------------------------------------------------------|
 SX1207| PID    Reference Object                     Distance      Geod. Az  |
 SX1207|                                                           dddmmss.s |
 SX1207| CF4270 DANIELS RM 1                          5.048 METERS 06042     |
 SX1207| CF4269 DANIELS AZ MK                                      1261157.5 |
 SX1207| CF4271 DANIELS RM 2                          5.163 METERS 14239     |
 SX1207| SX1233 JOLLY MOUNTAIN LOOKOUT              APPROX.22.9 KM 1501458.8 |
 SX1207| SX1234 THORP MOUNTAIN LOOKOUT              APPROX.21.5 KM 1872309.9 |
 SX1207|---------------------------------------------------------------------|
 SX1207
 SX1207                          SUPERSEDED SURVEY CONTROL
 SX1207
 SX1207  NAD 83(1986)-  47 33 45.37389(N)    121 10 19.09169(W) AD(       ) 1
 SX1207  NAD 27      -  47 33 45.96500(N)    121 10 14.74400(W) AD(       ) 1
 SX1207
 SX1207.Superseded values are not recommended for survey control.
 SX1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1207.See file dsdata.txt to determine how the superseded data were derived.
 SX1207
 SX1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3750969307(NAD 83)
 SX1207
 SX1207  HISTORY     - Date     Condition        Report By
 SX1207  HISTORY     - 1937     MONUMENTED       WAGS
 SX1207  HISTORY     - 1940     SEE DESCRIPTION  CGS
 SX1207
 SX1207                          STATION DESCRIPTION
 SX1207
 SX1207'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1207'STATION IS ON THE WESTERN AND HIGHEST PEAK OF MOUNT DANIELS, A
 SX1207'HIGH GLACIER-COVERED MOUNTAIN HAVING SEVERAL CRAG TOPS.  IT IS ON
 SX1207'THE CASCADE DIVIDE AND IS THE HIGHEST PEAK IN THE VICINITY.  IT
 SX1207'IS ABOUT 28 MILES, AIR LINE NNW OF CLE ELUM, AND IS IN THE HEAD
 SX1207'WATERS OF THE CLE ELUM RIVER.
 SX1207'
 SX1207'TO REACH FROM CLE ELUM, GO NW ON THE MAIN ROAD UP THE CLE ELUM
 SX1207'RIVER ABOUT 4 MILES TO ROSLYN.  PASS THROUGH ROSLYN AND CONTINUE
 SX1207'NW UP THE MAIN RIVER ROAD 16.3 MILES TO THE SALMON LA SAC RANGER
 SX1207'STATION.  CONTINUE N UP THE MAIN ROAD 12.7 MILES TO THE DEEP LAKE
 SX1207'TRAIL TO THE LEFT.  THIS IS THE END OF TRUCK TRAVEL.  GO W ACROSS
 SX1207'ON THE RIVER AND FOLLOW THE DEEP LAKE TRAIL ABOUT 1-1/2 MILES TO
 SX1207'THE TOP OF A BENCH AND GRASSY AREA.  TURN RIGHT AND GO N ON THE
 SX1207'CATHEDRAL ROCK TRAIL ABOUT 2 MILES TO THE S BASE OF THE
 SX1207'CATHEDRAL AND THE END OF HORSE TRAVEL.  THEN PACK NW PASSING
 SX1207'UNDER THE LEFT OF SW BASE OF THE ROCK OVER VERY DIFFICULT SLIDE
 SX1207'COUNTRY, ABOUT 1/2 MILE TO PEGGYS POND, ON THE W BASE OF THE
 SX1207'CATHEDRAL.  THEN GO W UP THE BARE RIDGE ON THE S SIDE OF THE
 SX1207'GLACIER ABOUT 1 MILE TO THE HEAD OF THE GLACIER.  THEN FOLLOW
 SX1207'THE HOG-BACK RIDGE, ALL VERY DIFFICULT GOING N AND W ABOUT 1 MILE
 SX1207'TO THE HIGHEST PEAK AT THE HEAD OF THE MAIN GLACIER THAT
 SX1207'COVERS THE N SIDE OF THE MOUNTAIN.
 SX1207'
 SX1207'A 4-FOOT STAND AND MARKS IN OUTCROP.
 SX1207'
 SX1207'NOTE--SEE THE RANGER AT THE DISTRICT RANGER STATION AT CLE ELUM
 SX1207'FOR INFORMATION AS TO HORSES AND THE TRAILS.  HORSES SHOULD BE
 SX1207'USED IN PACKING TO THE BASE OF THE CATHEDRAL.  IT IS RECOMMENDED
 SX1207'THAT ALL MEMBERS RIDE TO THIS POINT OR THAT AN OVERNIGHT CAMP BE
 SX1207'MADE HERE AS THE PACK FROM HERE WILL BE DIFFICULT AND WILL TAX
 SX1207'THE PACKERS TO THE UTMOST.  SUPPLIES AT CLE ELUM.
 SX1207
 SX1207                          STATION RECOVERY (1940)
 SX1207
 SX1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SX1207'ALL MARKS RECOVERED IN GOOD CONDITION.  STATION IS IN THE CLE ELUM
 SX1207'RANGER DISTRICT OF THE WENATCHEE NATIONAL FOREST.  ABOUT 28 MILES,
 SX1207'AIR LINE, NNW OF CLE ELUM, AND ABOUT 12 MILES NNW OF THE SALMON LA
 SX1207'SAC RANGER STATION.  IT IS ON THE WESTERN AND HIGHEST PEAK OF
 SX1207'MOUNT DANIELS, A HIGH GLACIER-COVERED MOUNTAIN HAVING SEVERAL
 SX1207'CRAG TOPS.  IT IS ON THE CASCADE DIVIDE AND IS THE HIGHEST PEAK
 SX1207'IN THE VICINITY.  IT IS IN THE HEAD WATERS OF THE CLE ELUM
 SX1207'RIVER.
 SX1207'
 SX1207'STATION IS ON THE HIGHEST POINT OF THE MOUNTAIN, SET IN BEDROCK,
 SX1207'STAMPED MT. DANIELS, KING CO., AERIAL, 1937.
 SX1207'
 SX1207'REFERENCE MARK NO.1 IS ON THE NE SLOPE OF THE MOUNTAIN, 2-1/2
 SX1207'FEET LOWER THAN STATION MARK, SET IN BEDROCK.  IT IS STAMPED
 SX1207'MT. DANIELS, KING CO. AERIAL, 1937.
 SX1207'
 SX1207'REFERENCE MARK NO.2 IS ON THE SE SLOPE OF THE MOUNTAIN, 2-1/2
 SX1207'FEET LOWER THAN THE STATION MARK, SET IN BEDROCK.  IT IS STAMPED
 SX1207'MT. DANIELS, KING CO. AERIAL, 1937.
 SX1207'
 SX1207'AZIMUTH MARK IS ABOUT 1 MILE SE OF THE STATION ON THE HOGBACK
 SX1207'LEADING TO THE STATION.  IT IS APPROXIMATELY 1 MILE W AND ABOUT
 SX1207'100 FEET HIGHER THAN CATHEDRAL ROCK.  AN OLD TREE STUMP SURROUNDED
 SX1207'BY A CAIRN MARKS THE LOCATION.  THERE IS A BLACK-LOOKING POINT OF
 SX1207'ROCKS, WHICH IS 30 FEET HIGHER AND HAS A FEW SCATTERED PINES ON
 SX1207'THE SE SLOPE THAT IS JUST W OF THE AZIMUTH MARK.  IT IS A SORT
 SX1207'OF OVERHANGING ROCK WITH A DEEP GULLY ON BOTH SIDES OVERLOOKING
 SX1207'THE S EDGE OF THE GLACIER.  CIRCLE LAKE LIES ABOUT 1/4 MILE
 SX1207'SSW.  THE DISK IS SET IN BEDROCK AND IS STAMPED DANIELS, 1940.
 SX1207'
 SX1207'TO REACH THE STATION FROM CLE ELUM, GO NW ON STATE HIGHWAY 2E, UP
 SX1207'THE CLE ELUM RIVER 4 MILES TO ROSLYN.  PASS THROUGH ROSLYN AND
 SX1207'CONTINUE NW UP THE MAIN RIVER ROAD 16.3 MILES TO THE SALMON LA
 SX1207'SAC RANGER STATION, CONTINUE N UP HILL ON THE MAIN ROAD 12.7
 SX1207'MILES TO THE DEEP LAKE TRAIL TO THE LEFT.  THIS IS THE END OF
 SX1207'TRUCK TRAVEL.  FROM HERE GO LEFT (W), ACROSS THE CLE ELUM RIVER
 SX1207'AND FOLLOW THE DEEP LAKE TRAIL ABOUT 2-1/2 MILES TO THE TOP OF
 SX1207'A BENCH AND GRASSY AREA.  TURN RIGHT AND GO N ON THE CATHEDRAL
 SX1207'ROCK TRAIL ABOUT 2-1/2 MILES TO THE S BASE OF THE CATHEDRAL ROCK
 SX1207'AND THE END OF HORSE TRAVEL.  THEN PACK W AND NW, PASSING
 SX1207'UNDER THE LEFT ON THE SW BASE OF THE CATHEDRAL OVER VERY
 SX1207'DIFFICULT SLIDE COUNTRY TO ABOUT 1 MILE AND PEGGYS POND AT
 SX1207'THE W BASE OF THE CATHEDRAL ROCK.  THEN GO W UP BARE RIDGE
 SX1207'ON THE S SIDE OF THE GLACIER ABOUT 1 MILE TO THE HEAD OF THE
 SX1207'GLACIER AND STARTING OF HOG-BACK TO THE STATION.  (THIS IS
 SX1207'APPROXIMATELY WHERE AZIMUTH MARK IS LOCATED).  THEN FOLLOW
 SX1207'THE HOGBACK RIDGE, N AND W, ABOUT 1 MILE TO THE HIGHEST PEAK
 SX1207'AND STATION AT THE HEAD OF THE MAIN GLACIER THAT COVERS THE N
 SX1207'SIDE OF THE MOUNTAIN.  A 6-HOUR BACKPACK FROM CATHEDRAL ROCK.
 SX1207'
 SX1207'NOTE--THE DIRECTIONS DO NOT AGREE WITH 1937 DIRECTIONS BY A
 SX1207'CONSIDERABLE AMOUNT.  THE 1940 DIRECTIONS WERE CHECKED AND ARE TO
 SX1207'BE CONSIDERED CORRECT.  STATION WAS OCCUPIED ECCENTRICALLY IN 1937
 SX1207'AND DIFFERENCES ARE LIKELY TO BE THE ECCENTRIC OCCUPATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3853 ***********************************************************************
 SY3853  DESIGNATION -  DARK CH NR UNIV WASH STEEPLE
 SY3853  PID         -  SY3853
 SY3853  STATE/COUNTY-  WA/KING
 SY3853  USGS QUAD   -  
 SY3853
 SY3853                         *CURRENT SURVEY CONTROL
 SY3853  ___________________________________________________________________
 SY3853* NAD 83(1991)-  47 39 29.55223(N)    122 18 51.09037(W)     ADJUSTED  
 SY3853* NAVD 88     -                                                        
 SY3853  ___________________________________________________________________
 SY3853  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 SY3853  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY3853
 SY3853  HORZ ORDER  -  THIRD
 SY3853
 SY3853.The horizontal coordinates were established by classical geodetic methods
 SY3853.and adjusted by the National Geodetic Survey in December 1991..
 SY3853
 SY3853
 SY3853.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3853
 SY3853.The geoid height was determined by GEOID03.
 SY3853
 SY3853;                    North         East     Units Scale Factor Converg.
 SY3853;SPC WA N     -    74,251.113   388,772.183   MT  0.99997425   -1 06 09.1
 SY3853;SPC WA N     -   243,605.53  1,275,496.74   sFT  0.99997425   -1 06 09.1
 SY3853;UTM  10      - 5,278,540.505   551,495.093   MT  0.99963259   +0 30 24.9
 SY3853
 SY3853                          SUPERSEDED SURVEY CONTROL
 SY3853
 SY3853  NAD 83(1986)-  47 39 29.54573(N)    122 18 51.09516(W) AD(       ) 4
 SY3853  NAD 27      -  47 39 30.19600(N)    122 18 46.64700(W) AD(       ) 3
 SY3853
 SY3853.Superseded values are not recommended for survey control.
 SY3853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3853.See file dsdata.txt to determine how the superseded data were derived.
 SY3853
 SY3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5149578541(NAD 83)
 SY3853
 SY3853  HISTORY     - Date     Condition        Report By
 SY3853  HISTORY     - UNK      MONUMENTED
 SY3853  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY3853  HISTORY     - 20010520 MARK NOT FOUND   USPSQD
 SY3853
 SY3853                          STATION DESCRIPTION
 SY3853
 SY3853'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY3853'APPARENTLY WAS A STEEPLE ON THE LARGE OLD FRAME CHURCH NOW
 SY3853'OCCUPIED BY THE UNIVERSITY ALLIANCE CHURCH, SOUTHEAST CORNER OF
 SY3853'BROOKLYN AVENUE AND E. 42ND STREET.  THERE IS NOW NO STEEPLE ON
 SY3853'THE TOWER.
 SY3853
 SY3853                          STATION RECOVERY (2001)
 SY3853
 SY3853'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY3853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3896 ***********************************************************************
 RD3896  DESIGNATION -  DARK PILE DAY MARK
 RD3896  PID         -  RD3896
 RD3896  STATE/COUNTY-  WA/COWLITZ
 RD3896  USGS QUAD   -  DEER ISLAND (1990)
 RD3896
 RD3896                         *CURRENT SURVEY CONTROL
 RD3896  ___________________________________________________________________
 RD3896* NAD 83(1991)-  45 57 18.76804(N)    122 48 16.19988(W)     ADJUSTED  
 RD3896* NAVD 88     -                                                        
 RD3896  ___________________________________________________________________
 RD3896  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 RD3896  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 RD3896
 RD3896  HORZ ORDER  -  THIRD
 RD3896
 RD3896.The horizontal coordinates were established by classical geodetic methods
 RD3896.and adjusted by the National Geodetic Survey in December 1991..
 RD3896
 RD3896
 RD3896.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3896
 RD3896.The geoid height was determined by GEOID03.
 RD3896
 RD3896;                    North         East     Units Scale Factor Converg.
 RD3896;SPC WA S     -    71,731.751   321,371.809   MT  0.99997460   -1 40 26.3
 RD3896;SPC WA S     -   235,339.92  1,054,367.34   sFT  0.99997460   -1 40 26.3
 RD3896;SPC OR N     -   256,864.519 2,321,368.060   MT  0.99998892   -1 38 03.5
 RD3896;SPC OR N     -   842,731.36  7,616,036.94   iFT  0.99998892   -1 38 03.5
 RD3896;UTM  10      - 5,089,089.986   515,150.228   MT  0.99960282   +0 08 25.9
 RD3896
 RD3896                          SUPERSEDED SURVEY CONTROL
 RD3896
 RD3896  NAD 83(1991)-  45 57 18.76804(N)    122 48 16.19988(W) AD(       ) 4
 RD3896  NAD 83(1986)-  45 57 18.78649(N)    122 48 16.19673(W) AD(       ) 4
 RD3896  NAD 27      -  45 57 19.37000(N)    122 48 11.82000(W) AD(       ) 3
 RD3896
 RD3896.Superseded values are not recommended for survey control.
 RD3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3896.See file dsdata.txt to determine how the superseded data were derived.
 RD3896
 RD3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1515089090(NAD 83)
 RD3896
 RD3896  HISTORY     - Date     Condition        Report By
 RD3896  HISTORY     - 1913     MONUMENTED       CGS
 RD3896  HISTORY     - 1937     SEE DESCRIPTION  CGS
 RD3896
 RD3896                          STATION DESCRIPTION
 RD3896
 RD3896'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3896'THIS STATION IS LOCATED NEAR THE COLUMBIA RIVER AND COASTS OF
 RD3896'OREGON AND NORTHERN CALIFORNIA, AND IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0974 ***********************************************************************
 SB0974  DESIGNATION -  DARLIN
 SB0974  PID         -  SB0974
 SB0974  STATE/COUNTY-  WA/YAKIMA
 SB0974  USGS QUAD   -  DARLAND MTN (1987)
 SB0974
 SB0974                         *CURRENT SURVEY CONTROL
 SB0974  ___________________________________________________________________
 SB0974* NAD 83(1991)-  46 30 49.68315(N)    121 12 35.56304(W)     ADJUSTED  
 SB0974* NAVD 88     -      2127.2    (meters)    6979.     (feet)  VERTCON   
 SB0974  ___________________________________________________________________
 SB0974  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 SB0974  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 SB0974
 SB0974  HORZ ORDER  -  FIRST
 SB0974
 SB0974.The horizontal coordinates were established by classical geodetic methods
 SB0974.and adjusted by the National Geodetic Survey in December 1991..
 SB0974
 SB0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB0974
 SB0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0974
 SB0974.The geoid height was determined by GEOID03.
 SB0974
 SB0974;                    North         East     Units Scale Factor Converg.
 SB0974;SPC WA S     -   131,453.647   445,527.011   MT  0.99991537   -0 30 56.4
 SB0974;SPC WA S     -   431,277.51  1,461,699.87   sFT  0.99991537   -0 30 56.4
 SB0974;UTM  10      - 5,152,693.571   637,323.485   MT  0.99983180   +1 17 56.4
 SB0974
 SB0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0974!SPC WA S     -   0.99966964  x   0.99991537  =   0.99958504
 SB0974!UTM  10      -   0.99966964  x   0.99983180  =   0.99950149
 SB0974
 SB0974|---------------------------------------------------------------------|
 SB0974| PID    Reference Object                     Distance      Geod. Az  |
 SB0974|                                                           dddmmss.s |
 SB0974| CF4273 DARLIN RM 1                          18.991 METERS 00212     |
 SB0974| CF4272 DARLIN AZ MK                                       1252230.8 |
 SB0974| CF4274 DARLIN RM 3                          14.395 METERS 13237     |
 SB0974| SB0975 DARLIN 1946 RM 2                     12.429 METERS 14149     |
 SB0974| CS4918 DARLIN LOT                           12.485 METERS 32138     |
 SB0974| SB1157 ROUND MTN                           APPROX.16.3 KM 3251833.2 |
 SB0974| SB0982 MT AIZ LOOKOUT                      APPROX.31.5 KM 3533549.2 |
 SB0974|---------------------------------------------------------------------|
 SB0974
 SB0974                          SUPERSEDED SURVEY CONTROL
 SB0974
 SB0974  NAD 83(1991)-  46 30 49.68482(N)    121 12 35.56272(W) AD(       ) 1
 SB0974  NAD 83(1986)-  46 30 49.69613(N)    121 12 35.54803(W) AD(       ) 1
 SB0974  NAD 27      -  46 30 50.27400(N)    121 12 31.26400(W) AD(       ) 1
 SB0974  NGVD 29 (07/19/86) 2125.9    (m)         6975.     (f) VERT ANG       
 SB0974
 SB0974.Superseded values are not recommended for survey control.
 SB0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0974.See file dsdata.txt to determine how the superseded data were derived.
 SB0974
 SB0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS3732352694(NAD 83)
 SB0974_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SB0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SB0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0974+STABILITY: SURFACE MOTION
 SB0974
 SB0974  HISTORY     - Date     Condition        Report By
 SB0974  HISTORY     - 1946     MONUMENTED       CGS
 SB0974  HISTORY     - 1947     GOOD             CGS
 SB0974  HISTORY     - 1961     GOOD             USGS
 SB0974  HISTORY     - 1966     GOOD             USGS
 SB0974  HISTORY     - 1970     GOOD             USGS
 SB0974  HISTORY     - 1970     GOOD             USGS
 SB0974
 SB0974                          STATION DESCRIPTION
 SB0974
 SB0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 SB0974'LOCATED ON DARLIN MOUNTAIN ABOUT 8 MILES WEST OF THE AHTANUM CREEK
 SB0974'GUARD STATION.  IT IS 12 FEET SOUTHWEST FROM THE SOUTHWEST CORNER
 SB0974'OF BUNK HOUSE AND 33.5 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 SB0974'LOOKOUT.  IT IS STAMPED DARLIN 1946 AND PROJECTS 4 INCHES.
 SB0974'
 SB0974'REFERENCE MARK NO. 1 IS 41.5 NORTH OF THE BUNK HOUSE.  IT IS
 SB0974'STAMPED DARLIN NO 1 1946 AND PROJECTS 4 INCHES.
 SB0974'
 SB0974'REFERENCE MARK NO. 2 IS A USFS BRONZE DISK CENTERED UNDER THE
 SB0974'LOOKOUT AND SET IN A BOULDER FLUSH WITH THE GROUND.  IT IS STAMPED
 SB0974'DARLAND L O 1938.
 SB0974'
 SB0974'TO REACH THE STATION FROM THE AHTANUM CREEK GUARD STATION TAKE
 SB0974'THE DARLAND MOUNTAIN ROAD FOR 6 MILES TO A FORK AND SIGN DARLAND
 SB0974'MTN.  TAKE RIGHT FORK 5 MILES TO TOP OF DARLAND MTN. AND THE
 SB0974'STATION.
 SB0974
 SB0974                          STATION RECOVERY (1947)
 SB0974
 SB0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SB0974'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 SB0974'CONDITION AS DESCRIBED.  AN AZIMUTH MARK WAS ESTABLISHED.
 SB0974'
 SB0974'THE STATION IS LOCATED ABOUT 30 MILES WEST SOUTHWEST OF YAKIMA,
 SB0974'AND ABOUT 9 MILES SOUTH OF THE TIETON RESERVOIR, AND IS NEAR THE
 SB0974'DARLAND MTN. LOOKOUT TOWER OF THE STATE FOREST SERVICE.
 SB0974'
 SB0974'TO REACH THE STATION FROM THE TAMPICO STORE, WHICH IS ABOUT 21
 SB0974'MILES WEST SOUTHWEST OF YAKIMA, GO WESTERLY ON THE ROAD NORTH OF
 SB0974'THE STORE FOR 10.4 MILES TO THE AHTANUM GUARD STATION OF THE
 SB0974'STATE FOREST SERVICE.  CONTINUE ON ROAD UP GRADE JUST SOUTH OF
 SB0974'THE GUARD STATION, PASSING THROUGH A LOCKED GATE (KEY AT THE
 SB0974'GUARD STATION) FOR 6.7 MILE TO A FORK.  TAKE RIGHT FORK AS PER
 SB0974'SIGN DARLAND MTN L.O. FOR 5.0 MILES TO A FORK AT SUMMIT OF A
 SB0974'RIDGE.  KEEP RIGHT FORK FOR 0.9 MILE TO THE LOOKOUT TOWER AND
 SB0974'STATION.
 SB0974'
 SB0974'THE MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE BLOCK
 SB0974'PROJECTING ABOUT 2 INCHES, 12.5 METERS NORTH NORTHWEST OF THE
 SB0974'LOOKOUT TOWER, AND ABOUT 5.5 METERS SOUTHEAST OF THE WOODSHED.  IT
 SB0974'IS STAMPED DARLIN 1946.
 SB0974'
 SB0974'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 SB0974'A BLOCK OF CONCRETE PROJECTING ABOUT 4 INCHES, ABOUT 45 FEET
 SB0974'WEST OF THE ROAD CENTER, 3 FEET LOWER THAN THE STATION.  IT IS
 SB0974'STAMPED DARLIN NO 1 1946.
 SB0974'
 SB0974'THE USFS MARK IS A STANDARD BRONZE UNITED STATES FOREST SERVICE
 SB0974'DISK SET IN A BURIED BOULDER PROJECTING ABOUT 4 INCHES, AND IS
 SB0974'IN THE CENTER OF THE LOOKOUT TOWER.  IT IS STAMPED DARLAND MTN
 SB0974'L.O.T. 1938.
 SB0974'
 SB0974'USGS BM IS A STANDARD UNITED STATES GEOLOGICAL SURVEY BENCH MARK
 SB0974'SET IN A BOULDER LYING LOOSE ON THE GROUND.  IT IS STAMPED VA
 SB0974'6979 T.
 SB0974'
 SB0974'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BURIED
 SB0974'BOULDER PROJECTING ABOUT 8 INCHES, 0.6 MILES BY ROAD SOUTHEAST OF
 SB0974'THE STATION, ABOUT 100 YARDS SOUTHEAST OF A NARROW SADDLE OF THE
 SB0974'RIDGE, ABOUT 40 FEET NORTH OF THE ROAD AND ABOUT 10 FEET SOUTH
 SB0974'OF RIM.  IT IS STAMPED DARLIN 1947.
 SB0974
 SB0974                          STATION RECOVERY (1961)
 SB0974
 SB0974'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SB0974'RECOVERED AS DESCRIBED.
 SB0974
 SB0974                          STATION RECOVERY (1966)
 SB0974
 SB0974'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SB0974'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 SB0974'
 SB0974'TO REACH FROM TAMPICO GENERAL STORE, GO 9.2 MI NW. ON MAIN RD. TO
 SB0974'AHTANUM GUARD STATION OF STATE FOREST SERVICE.  CONTINUE SW. 0.1
 SB0974'MI TO Y-RD.  TAKE RIGHT FORK 4 MI TO Y-RD.  TAKE LEFT FORK 1.6 MI
 SB0974'TO Y-RD.  TAKE RIGHT FORK LEADING TO DARLAND MTN. LO 5.3 MI TO
 SB0974'TOP OF RIDGE AND STATION.
 SB0974
 SB0974                          STATION RECOVERY (1970)
 SB0974
 SB0974'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SB0974'RM 1 TO RM 3 NOT MEASURED.
 SB0974'
 SB0974'ALL MARKS FOUND IN GOOD CONDITION EXCEPT AS FOLLOWS--REFERENCE
 SB0974'MARK NO. 2 WAS NOT FOUND.  THE LOOKOUT IT WAS CENTERED UNDER HAS
 SB0974'BEEN TORN DOWN.  A NEW REFERENCE MARK WAS SET.
 SB0974'
 SB0974'STATION MARK--A C AND GS TABLET STAMPED DARLIN 1946 SET IN A
 SB0974'CONC. BLOCK PROJECTING 2-INCHES ABOVE GROUND.
 SB0974'
 SB0974'REFERENCE MARK NO. 1--A C AND GS TABLET STAMPED DARLIN NO 1 1946
 SB0974'SET IN A CONC. BLOCK PROJECTING 3-1/2-INCHES ABOVE GROUND.
 SB0974'
 SB0974'REFERENCE MARK NO. 3--A STANDARD USGS BRASS REFERENCE MARK TABLET
 SB0974'STAMPED RM 3 DARLIN CGS 1946 - 1970 SET IN A CONC, FOUNDATION
 SB0974'BLOCK MEASURING 1.5 FT X 1.5 FT AT THE TOP, PROJECTING 1.2 FT
 SB0974'ABOVE GROUND WITH A 4-INCH ANGLE IRON PROJECTING 1.5 FT OUT OF
 SB0974'CENTER OF BLOCK.
 SB0974
 SB0974                          STATION RECOVERY (1970)
 SB0974
 SB0974'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SB0974'DESCRIBED BY NGS AND USGS.  ALL MARKS IN GOOD CONDITION EXCEPT RM
 SB0974'2 NOT FOUND.  LO IT WAS CENTERED UNDER HAS BEEN TORN DOWN.  NEW
 SB0974'RM WAS SET.
 SB0974'
 SB0974'RM 3--STANDARD BRASS RM TABLET
 SB0974'STAMPED---RM 3 DARLIN CGS 1946 - 1970---, SET IN CONCRETE
 SB0974'FOUNDATION BLOCK MEASURING 1.5 FT. X 1.5 FT. AT TOP, PROJECTING
 SB0974'1.2 FT. ABOVE GROUND WITH 4-INCH ANGLE IRON PROJECTING 1.5 FT.
 SB0974'OUT OF CENTER OF BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0975 ***********************************************************************
 SB0975  DESIGNATION -  DARLIN 1946 RM 2
 SB0975  PID         -  SB0975
 SB0975  STATE/COUNTY-  WA/YAKIMA
 SB0975  USGS QUAD   -  DARLAND MTN (1987)
 SB0975
 SB0975                         *CURRENT SURVEY CONTROL
 SB0975  ___________________________________________________________________
 SB0975* NAD 83(1991)-  46 30 49.36679(N)    121 12 35.20258(W)     ADJUSTED  
 SB0975* NAVD 88     -      2127.     (meters)    6978.     (feet)  SCALED    
 SB0975  ___________________________________________________________________
 SB0975  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 SB0975  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 SB0975
 SB0975  HORZ ORDER  -  SECOND
 SB0975
 SB0975.The horizontal coordinates were established by classical geodetic methods
 SB0975.and adjusted by the National Geodetic Survey in December 1991..
 SB0975
 SB0975.The orthometric height was scaled from a topographic map.
 SB0975
 SB0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0975
 SB0975.The geoid height was determined by GEOID03.
 SB0975
 SB0975;                    North         East     Units Scale Factor Converg.
 SB0975;SPC WA S     -   131,443.811   445,534.606   MT  0.99991537   -0 30 56.1
 SB0975;SPC WA S     -   431,245.24  1,461,724.79   sFT  0.99991537   -0 30 56.1
 SB0975;UTM  10      - 5,152,683.981   637,331.388   MT  0.99983183   +1 17 56.7
 SB0975
 SB0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0975!SPC WA S     -   0.99966962  x   0.99991537  =   0.99958502
 SB0975!UTM  10      -   0.99966962  x   0.99983183  =   0.99950151
 SB0975
 SB0975                          SUPERSEDED SURVEY CONTROL
 SB0975
 SB0975  NAD 83(1986)-  46 30 49.37977(N)    121 12 35.18757(W) AD(       ) 2
 SB0975  NAD 27      -  46 30 49.95800(N)    121 12 30.90400(W) AD(       ) 2
 SB0975
 SB0975.Superseded values are not recommended for survey control.
 SB0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0975.See file dsdata.txt to determine how the superseded data were derived.
 SB0975
 SB0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS3733152684(NAD 83)
 SB0975_MARKER: DD = SURVEY DISK
 SB0975_SETTING: 80 = SET IN A BOULDER
 SB0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0975+STABILITY: SURFACE MOTION
 SB0975
 SB0975  HISTORY     - Date     Condition        Report By
 SB0975  HISTORY     - 1946     MONUMENTED       USFS
 SB0975
 SB0975                          STATION DESCRIPTION
 SB0975
 SB0975'DESCRIBED BY US FOREST SERVICE 1946
 SB0975'LOCATED ON DARLIN MOUNTAIN ABOUT 8 MILES WEST OF THE AHTANUM CREEK
 SB0975'GUARD STATION.  IT IS 12 FEET SOUTHWEST FROM THE SOUTHWEST CORNER
 SB0975'OF BUNK HOUSE AND 33.5 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 SB0975'LOOKOUT.  IT IS STAMPED DARLIN 1946 AND PROJECTS 4 INCHES.
 SB0975'
 SB0975'REFERENCE MARK NO. 2 IS A USFS BRONZE DISK CENTERED UNDER THE
 SB0975'LOOKOUT AND SET IN A BOULDER FLUSH WITH THE GROUND.  IT IS STAMPED
 SB0975'DARLAND L O 1938.
 SB0975'
 SB0975'TO REACH STATION DARLIN FROM THE AHTANUM CREEK GUARD STATION TAKE
 SB0975'THE DARLAND MOUNTAIN ROAD FOR 6 MILES TO A FORK AND SIGN DARLAND
 SB0975'MTN.  TAKE RIGHT FORK 5 MILES TO TOP OF DARLAND MTN. AND THE
 SB0975'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2750 ***********************************************************************
 SY2750  DESIGNATION -  DASH 2
 SY2750  PID         -  SY2750
 SY2750  STATE/COUNTY-  WA/PIERCE
 SY2750  USGS QUAD   -  TACOMA NORTH (1994)
 SY2750
 SY2750                         *CURRENT SURVEY CONTROL
 SY2750  ___________________________________________________________________
 SY2750* NAD 83(1991)-  47 19 10.09161(N)    122 25 46.07324(W)     ADJUSTED  
 SY2750* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY2750  ___________________________________________________________________
 SY2750  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 SY2750  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2750
 SY2750  HORZ ORDER  -  FIRST
 SY2750
 SY2750.The horizontal coordinates were established by classical geodetic methods
 SY2750.and adjusted by the National Geodetic Survey in December 1991..
 SY2750
 SY2750.The orthometric height was scaled from a topographic map.
 SY2750
 SY2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2750
 SY2750.The geoid height was determined by GEOID03.
 SY2750
 SY2750;                    North         East     Units Scale Factor Converg.
 SY2750;SPC WA S     -   222,552.729   354,144.636   MT  0.99999686   -1 24 05.6
 SY2750;SPC WA S     -   730,158.41  1,161,889.53   sFT  0.99999686   -1 24 05.6
 SY2750;SPC WA N     -    36,771.037   379,334.118   MT  1.00003856   -1 11 18.1
 SY2750;SPC WA N     -   120,639.64  1,244,532.02   sFT  1.00003856   -1 11 18.1
 SY2750;UTM  10      - 5,240,824.450   543,115.989   MT  0.99962285   +0 25 10.0
 SY2750
 SY2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2750!SPC WA S     -   1.00000322  x   0.99999686  =   1.00000008
 SY2750!SPC WA N     -   1.00000322  x   1.00003856  =   1.00004178
 SY2750!UTM  10      -   1.00000322  x   0.99962285  =   0.99962607
 SY2750
 SY2750:                Primary Azimuth Mark                     Grid Az
 SY2750:SPC WA S     -  ROBINSON PT LIGHTHOUSE                   029 58 30.6
 SY2750:SPC WA N     -  ROBINSON PT LIGHTHOUSE                   029 45 43.1
 SY2750:UTM  10      -  ROBINSON PT LIGHTHOUSE                   028 09 15.0
 SY2750
 SY2750|---------------------------------------------------------------------|
 SY2750| PID    Reference Object                     Distance      Geod. Az  |
 SY2750|                                                           dddmmss.s |
 SY2750| SY2368 ROBINSON PT LIGHTHOUSE              APPROX. 8.7 KM 0283425.0 |
 SY2750| SY2495 LAKOTA WHARF HOUSE                  APPROX. 4.5 KM 0670435.2 |
 SY2750| CE3513 DASH 2 RM 1                          17.665 METERS 08657     |
 SY2750| CE3514 DASH 2 RM 2                          22.865 METERS 19044     |
 SY2750|---------------------------------------------------------------------|
 SY2750
 SY2750                          SUPERSEDED SURVEY CONTROL
 SY2750
 SY2750  NAD 83(1986)-  47 19 10.08539(N)    122 25 46.08682(W) AD(       ) 1
 SY2750  NAD 27      -  47 19 10.73300(N)    122 25 41.63600(W) AD(       ) 1
 SY2750
 SY2750.Superseded values are not recommended for survey control.
 SY2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2750.See file dsdata.txt to determine how the superseded data were derived.
 SY2750
 SY2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4311640824(NAD 83)
 SY2750_MARKER: DS = TRIANGULATION STATION DISK
 SY2750_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY2750
 SY2750  HISTORY     - Date     Condition        Report By
 SY2750  HISTORY     - 1921     MONUMENTED       CGS
 SY2750  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SY2750
 SY2750                          STATION DESCRIPTION
 SY2750
 SY2750'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY2750'STATION IS LOCATED AT THE LOWER END OF PUGET SOUND, ON DASH POINT,
 SY2750'ON THE BEACH ABOVE HIGH-WATER LINE, 3 METERS FROM THE NW CORNER
 SY2750'OF THE HOUSE AND GROCERY STORE ON THIS POINT.
 SY2750'
 SY2750'STATION MARK IS A STANDARD BRONZE DISK SET IN AN IRREGULAR MASS
 SY2750'OF CONCRETE.  REFERENCE MARKS, STANDARD
 SY2750'BRONZE DISKS ARE SET IN CONCRETE POSTS
 SY2750'IN FRONT OF ENTRANCE TO GROCERY STORE AND IN FRONT OF THE COTTAGE
 SY2750'WILE A WAYE AND AT THE EDGE OF THE WALK.
 SY2750
 SY2750                          STATION RECOVERY (1935)
 SY2750
 SY2750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2750'STATION AND REFERENCE MARKS DESTROYED BY LAND IMPROVEMENTS.
 SY2750'
 SY2750'NEW STATION, DASH 3 ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2749 ***********************************************************************
 SY2749  DESIGNATION -  DASH 3
 SY2749  PID         -  SY2749
 SY2749  STATE/COUNTY-  WA/PIERCE
 SY2749  USGS QUAD   -  TACOMA NORTH (1994)
 SY2749
 SY2749                         *CURRENT SURVEY CONTROL
 SY2749  ___________________________________________________________________
 SY2749* NAD 83(1991)-  47 19 10.11964(N)    122 25 45.91515(W)     ADJUSTED  
 SY2749* NAVD 88     -         4.1    (meters)      13.     (feet)  VERTCON   
 SY2749  ___________________________________________________________________
 SY2749  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 SY2749  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2749
 SY2749  HORZ ORDER  -  FIRST
 SY2749
 SY2749.The horizontal coordinates were established by classical geodetic methods
 SY2749.and adjusted by the National Geodetic Survey in December 1991..
 SY2749
 SY2749.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2749
 SY2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2749
 SY2749.The geoid height was determined by GEOID03.
 SY2749
 SY2749;                    North         East     Units Scale Factor Converg.
 SY2749;SPC WA S     -   222,553.514   354,147.976   MT  0.99999686   -1 24 05.5
 SY2749;SPC WA S     -   730,160.99  1,161,900.48   sFT  0.99999686   -1 24 05.5
 SY2749;SPC WA N     -    36,771.834   379,337.455   MT  1.00003856   -1 11 18.0
 SY2749;SPC WA N     -   120,642.26  1,244,542.97   sFT  1.00003856   -1 11 18.0
 SY2749;UTM  10      - 5,240,825.340   543,119.302   MT  0.99962285   +0 25 10.1
 SY2749
 SY2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2749!SPC WA S     -   1.00000291  x   0.99999686  =   0.99999977
 SY2749!SPC WA N     -   1.00000291  x   1.00003856  =   1.00004147
 SY2749!UTM  10      -   1.00000291  x   0.99962285  =   0.99962576
 SY2749
 SY2749|---------------------------------------------------------------------|
 SY2749| PID    Reference Object                     Distance      Geod. Az  |
 SY2749|                                                           dddmmss.s |
 SY2749| CE3517 DASH 3 RM 3                           9.962 METERS 06056     |
 SY2749| SY2531 FEDERAL WAY DIST 75 TANK            APPROX.10.2 KM 0694958.5 |
 SY2749| CE3515 DASH 3 RM 1                          20.155 METERS 10534     |
 SY2749| CE3516 DASH 3 RM 2                          22.894 METERS 18634     |
 SY2749| SY2732 BROWN                               APPROX. 1.9 KM 2163015.6 |
 SY2749| SY2944 RESERVOIR TANK                      APPROX. 7.9 KM 2321200.1 |
 SY2749| SY2925 TACOMA TV STATION KTVW MAST         APPROX. 7.8 KM 2342243.0 |
 SY2749| SY2948 RUSTON AMERICAN SMELTING STACK      APPROX. 6.4 KM 2465517.5 |
 SY2749|---------------------------------------------------------------------|
 SY2749
 SY2749                          SUPERSEDED SURVEY CONTROL
 SY2749
 SY2749  NAD 83(1986)-  47 19 10.11354(N)    122 25 45.92849(W) AD(       ) 1
 SY2749  NAD 27      -  47 19 10.75976(N)    122 25 41.47773(W) AD(       ) 1
 SY2749  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 SY2749
 SY2749.Superseded values are not recommended for survey control.
 SY2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2749.See file dsdata.txt to determine how the superseded data were derived.
 SY2749
 SY2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4311940825(NAD 83)
 SY2749_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2749
 SY2749  HISTORY     - Date     Condition        Report By
 SY2749  HISTORY     - 1935     MONUMENTED       CGS
 SY2749  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY2749  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY2749  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY2749  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY2749  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY2749  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY2749  HISTORY     - 1978     GOOD             NOS
 SY2749
 SY2749                          STATION DESCRIPTION
 SY2749
 SY2749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2749'STATION IS LOCATED ON THE MAINLAND ON THE E SHORE OF PUGET SOUND ON
 SY2749'THE EXTREME END OF DASH POINT, THE FIRST POINT NE OF BROWN POINT
 SY2749'AT THE E SIDE OF THE ENTRANCE TO COMMENCEMENT BAY, 10 FEET BACK
 SY2749'FROM HIGH WATER, AND AT THE OFFSHORE CORNER OF A COTTAGE OWNED BY
 SY2749'MILTON SAVAGE.  THE SHORE HERE IS BUILT UP OF BROKEN CONCRETE
 SY2749'PAVEMENT.  THE STATION MARK IS AT THE INSHORE EDGE OF THESE BLOCKS.
 SY2749'
 SY2749'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY2749'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY2749'
 SY2749'REFERENCE MARK NO.1 IS TO THE EASTWARD, AND REFERENCE MARK NO.2 IS TO
 SY2749'THE SOUTHWARD FROM THE STATION.
 SY2749
 SY2749                          STATION RECOVERY (1936)
 SY2749
 SY2749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY2749'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 SY2749
 SY2749                          STATION RECOVERY (1972)
 SY2749
 SY2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SY2749'THE ORIGINAL STATION MARK WAS FOUND 1.3 FEET BELOW GROUND, (A NEW
 SY2749'HOUSE HAS BEEN BUILT AND THE AREA FILLED).  REFERENCE MARK NO. 1 WAS
 SY2749'NOT FOUND.  REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.
 SY2749'A NEW SURFACE STATION MARK WAS SET.  PROPERTY OWNER HAS PLANS FOR
 SY2749'BULKHEAD AND LANDSCAPING WORK, AND PREFERS WE WAIT UNTIL THIS IS
 SY2749'COMPLETED BEFORE ESTABLISHING ANOTHER REFERENCE MARK.  A COMPLETE
 SY2749'DESCRIPTION FOLLOWS--
 SY2749'
 SY2749'THE STATION IS ABOUT 4 MILES NORTHEAST OF TACOMA, ON THE SOUTHEAST
 SY2749'SIDE OF PUGET SOUND, 1 MILE NORTH OF BROWNS POINT, 1/2 MILE WEST OF
 SY2749'DASH POINT STATE PARK, ON DASH POINT, IN SECTION 9, T 21 N, R 3 E,
 SY2749'AND ON PROPERTY OWNED BY MR. CARLSON, OR THE RIGHT OF WAY FOR
 SY2749'BEACH DRIVE.
 SY2749'
 SY2749'REACHED FROM THE DASH POINT DOCK ON DASH POINT BY GOING WEST ON
 SY2749'BEACH DRIVE FOR 0.1 MILE TO THE END OF THE STREET AT THE EDGE OF THE
 SY2749'WATER, THE CARLSONS HOUSE ON THE LEFT AND THE STATION.
 SY2749'
 SY2749'THE STATION MARK, STAMPED DASH 3 1935 1972, IS A STANDARD DISK SET
 SY2749'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, 20 FEET EAST OF
 SY2749'THE NORTH END OF A CONCRETE BULKHEAD, 18.5 FEET NORTH OF THE
 SY2749'PROJECTED NORTH SIDE OF THE CARLSONS HOUSE (A NEW, LARGE, 2-STORY
 SY2749'HOUSE), 6 FEET WEST OF THE PROJECTED WEST SIDE OF THE HOUSE, 12.4
 SY2749'FEET NORTH-NORTHWEST OF THE POST SUPPORTING THE NORTHEAST CORNER OF
 SY2749'THE SUNDECK AND 2 FEET EAST OF THE PROJECTED LINE OF THREE POSTS
 SY2749'SUPPORTING THE DECK.  THE UNDERGROUND MARK IS 1.3 FEET BELOW GROUND
 SY2749'AND STAMPED DASH 2 1935.
 SY2749'
 SY2749'REFERENCE MARK NO. 2, STAMPED NO 2 1985, WITH A 3 BOTH ABOVE AND
 SY2749'BELOW THE 8, IS IS IN THE SOUTHWEST CORNER OF THE BRICK PATIO AT
 SY2749'THE NEXT HOUSE SOUTH OF THE CARLSONS HOUSE.  THE MARK IS 5.5 FEET
 SY2749'WEST OF THE SOUTHWEST CORNER OF THE SMALL HOUSE AND 6 INCHES NORTH
 SY2749'OF THE PROJECTED SOUTH SIDE OF THE HOUSE, 4 FEET SOUTH OF A 12-INCH
 SY2749'TREE AND A CONCRETE SEAWALL SLOPES TO THE BEACH 2 FEET WEST OF THE
 SY2749'MARK.
 SY2749'
 SY2749'TRIANGULATION STATION BROWN 1921 WILL SERVE AS AN AZIMUTH MARK.
 SY2749'
 SY2749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES NORTHEAST
 SY2749'OF TACOMA.
 SY2749
 SY2749                          STATION RECOVERY (1973)
 SY2749
 SY2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LDF)
 SY2749'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 SY2749'CONDITION.  A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  DUE TO
 SY2749'LANDSCAPING WORK AROUND THE STATION A COMPLETE NEW DESCRIPTION
 SY2749'FOLLOWS.
 SY2749'
 SY2749'THE STATION IS ABOUT 4 MILES NORTHEAST OF TACOMA, 1 MILE NORTH OF
 SY2749'BROWNS POINT, 1/2 MILE WEST OF DASH POINT STATE PARK, IN SECTION 9,
 SY2749'T21N, R3E AND ON PROPERTY OF THOMAS CHARLESWORTH.
 SY2749'
 SY2749'TO REACH THE STATION FROM THE PACIFIC HIGHWAY S AND 312ST IN FEDERAL
 SY2749'WAY, GO WEST ON 312 ST FOR 2.1 MILES TO THE JUNCTION OF DASH POINT
 SY2749'ROAD.  TURN LEFT AND GO SOUTHWEST ON DASH POINT ROAD FOR 0.25 MILE TO
 SY2749'FORK, TAKE RIGHT FORK AND GO WESTERLY ON DASH POINT ROAD FOR 1.1
 SY2749'MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND CONTINUE
 SY2749'SOUTHWESTERLY ON DASH POINT ROAD FOR 2.0 MILES TO THE ENTRANCE TO
 SY2749'DASH POINT STATE PARK, CONTINUE SOUTHERLY ON DASH POINT ROAD FOR
 SY2749'0.65 MILE TO A FORK AND SIGN DASH POINT.  TURN RIGHT AND GO
 SY2749'WESTERLY FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH
 SY2749'FOR 0.05 MILE TO A PARKING AREA ON THE RIGHT.  TURN LEFT AND GO
 SY2749'WEST ON BEACH DRIVE FOR 0.1 MILE TO THE END OF THE STREET AND THE
 SY2749'STATION.
 SY2749'
 SY2749'STATION MARK IS A STANDARD DISK, STAMPED DASH 3 1935 1972, SET IN THE
 SY2749'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 SY2749'THE GROUND.  IT IS 20 FEET EAST OF THE NORTH END OF A CONCRETE
 SY2749'BULKHEAD AND 12.5 FEET NORTH-NORTHWEST OF A POST SUPPORTING THE
 SY2749'NORTHEAST CORNER OF A SUNDECK.  (NOTE 1B 7A).
 SY2749'
 SY2749'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NO 2 1985, WITH A 3
 SY2749'STAMPED ABOVE AND BELOW THE 8 ON THE MARK.  IT IS CEMENTED IN A
 SY2749'DRILL HOLE IN THE SOUTHWEST CORNER OF A BRICK PATIO, 5.5 FEET WEST
 SY2749'OF THE SOUTHWEST CORNER OF A HOUSE AND 4 FEET SOUTH OF A TREE.
 SY2749'
 SY2749'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DASH 3 1935 1972 NO 3
 SY2749'1973, CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE HEADWALL
 SY2749'WHICH IS FLUSH ON THE SOUTH SIDE AND PROJECTS 2 FEET ON THE NORTH
 SY2749'SIDE.  IT IS 3 FEET EAST OF THE WEST END OF THE HEADWALL AND ABOUT
 SY2749'2 FEET LOWER IN ELEVATION THAN THE STATION.
 SY2749'
 SY2749'TRIANGULATION STATION BROWN 1921 WILL SERVE FOR THE AZIMUTH MARK.
 SY2749'SEE THE 1973 RECOVERY NOTE FOR BROWN 1921 THEREOF.
 SY2749'
 SY2749'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO HOUSE ON LINE.
 SY2749'
 SY2749'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 SY2749'
 SY2749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES NORTHEAST
 SY2749'OF TACOMA.
 SY2749
 SY2749                          STATION RECOVERY (1973)
 SY2749
 SY2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SY2749'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 SY2749'CONDITION.  THE PROPERTY OWNER IS LANDSCAPING AT THE STATION SITE AT
 SY2749'THIS TIME.
 SY2749'
 SY2749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES NE OF
 SY2749'TACOMA.
 SY2749
 SY2749                          STATION RECOVERY (1974)
 SY2749
 SY2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (MHF)
 SY2749'THE STATION HAS BEEN BURIED UNDER THE FILL FOR THE YARD OF THE HOUSE
 SY2749'AT 1400 BEACH DRIVE AT DASH POINT.  RM 2 AND RM 3 WERE BOTH
 SY2749'RECOVERED AS DESCRIBED, AT THIS TIME, THE NEW HOUSE ON THE SITE IS
 SY2749'OWNED BY CHARLES WORTH.
 SY2749'
 SY2749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 5 MILES NORTH OF
 SY2749'TACOMA.
 SY2749
 SY2749                          STATION RECOVERY (1976)
 SY2749
 SY2749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY2749'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION
 SY2749'AS DESCRIBED IN 1973.  REFERENCE MARK 3 WAS NOT FOUND.  THE CONCRETE
 SY2749'BULKHEAD APPEARS TO HAVE BEEN RAISED BY AN ADDITIONAL LAYER OF
 SY2749'CONCRETE ON ITS TOP.  THIS PROBABLY COVERED THE MARK.
 SY2749'
 SY2749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES NE OF
 SY2749'TACOMA.
 SY2749
 SY2749                          STATION RECOVERY (1978)
 SY2749
 SY2749'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY2749'THE STATION WAS RECOVERED AS DESCRIBED.
 SY2749'REFERENCE MARK 2 WAS NOT SEARCHED FOR.
 SY2749'
 SY2749'THE HEIGHT OF THE SIGNAL WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2752 ***********************************************************************
 SY2752  DESIGNATION -  DASH PT RAD STA KMO MAST
 SY2752  PID         -  SY2752
 SY2752  STATE/COUNTY-  WA/PIERCE
 SY2752  USGS QUAD   -  TACOMA NORTH (1994)
 SY2752
 SY2752                         *CURRENT SURVEY CONTROL
 SY2752  ___________________________________________________________________
 SY2752* NAD 83(1991)-  47 18 13.75785(N)    122 23 47.70812(W)     ADJUSTED  
 SY2752* NAVD 88     -                                                        
 SY2752  ___________________________________________________________________
 SY2752  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 SY2752  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2752
 SY2752  HORZ ORDER  -  THIRD
 SY2752
 SY2752.The horizontal coordinates were established by classical geodetic methods
 SY2752.and adjusted by the National Geodetic Survey in December 1991..
 SY2752
 SY2752
 SY2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2752
 SY2752.The geoid height was determined by GEOID03.
 SY2752
 SY2752;                    North         East     Units Scale Factor Converg.
 SY2752;SPC WA S     -   220,753.234   356,587.785   MT  0.99999338   -1 22 39.6
 SY2752;SPC WA S     -   724,254.57  1,169,905.09   sFT  0.99999338   -1 22 39.6
 SY2752;SPC WA N     -    34,980.577   381,784.067   MT  1.00004236   -1 09 49.9
 SY2752;SPC WA N     -   114,765.44  1,252,569.89   sFT  1.00004236   -1 09 49.9
 SY2752;UTM  10      - 5,239,104.141   545,614.163   MT  0.99962557   +0 26 36.6
 SY2752
 SY2752                          SUPERSEDED SURVEY CONTROL
 SY2752
 SY2752  NAD 83(1986)-  47 18 13.75192(N)    122 23 47.72011(W) AD(       ) 4
 SY2752  NAD 27      -  47 18 14.39419(N)    122 23 43.27151(W) AD(       ) 3
 SY2752
 SY2752.Superseded values are not recommended for survey control.
 SY2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2752.See file dsdata.txt to determine how the superseded data were derived.
 SY2752
 SY2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4561439104(NAD 83)
 SY2752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY2752+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 SY2752
 SY2752  HISTORY     - Date     Condition        Report By
 SY2752  HISTORY     - 1973     MONUMENTED       NGS
 SY2752  HISTORY     - 1988     GOOD             USPSQD
 SY2752  HISTORY     - 20041120 GOOD             USPSQD
 SY2752
 SY2752                          STATION DESCRIPTION
 SY2752
 SY2752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2752'POINT INTERSECTED WAS THE RED LIGHT ON TOP OF RADIO STATION KMO
 SY2752'MAST.  THE MAST IS LOCATED ABOUT 1-1/2 MILES EAST OF BROWNS POINT,
 SY2752'1 MILE NORTH OF NORTHEAST TACOMA AND 1/4 MILE SOUTHWEST OF THE
 SY2752'KING-PIERCE COUNTY LINE.  THE MAST IS PAINTED RED AND WHITE, IS
 SY2752'SUPPORTED BY GUY WIRES AND IS ABOUT 140 FEET HIGH.
 SY2752'
 SY2752'TO REACH FROM THE INTERSECTION OF BROWNS POINT BLVD. AND SILVER
 SY2752'BOW ST. IN THE EAST PART OF BROWNS POINT, GO EASTERLY UPHILL FOR
 SY2752'0.25 MILE TO TACOMA WATER DEPARTMENT RESERVOIRS ON THE
 SY2752'RIGHT.  CONTINUE EASTERLY ON DIRT ROAD FOR 0.5 MILE TO A
 SY2752'GATE.  CONTINUE EASTERLY FOR 0.05 MILE TO THE MAST NEAR THE TOP
 SY2752'OF THE HILL.
 SY2752
 SY2752                          STATION RECOVERY (1988)
 SY2752
 SY2752'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2752'RECOVERED IN GOOD CONDITION.
 SY2752
 SY2752                          STATION RECOVERY (2004)
 SY2752
 SY2752'RECOVERY NOTE BY US POWER SQUADRON 2004 (BKK)
 SY2752'RECOVERED IN GOOD CONDITION.  TO REACH DESCRIPTION HAS CHANGED.  FROM
 SY2752'THE INTERSECTION OF BROWNS POINT BLVD. AND NORPOINT WAY NE, PROCEED
 SY2752'NORTH ON NORPOINT TO THE INTERSECTION WITH 53RD ST NE.  DIRECTLY EAST
 SY2752'THERE IS AN ACCESS GATE AND A DIRT ROAD LEADING TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2408 ***********************************************************************
 SC2408  DESIGNATION -  DAV
 SC2408  PID         -  SC2408
 SC2408  STATE/COUNTY-  WA/PACIFIC
 SC2408  USGS QUAD   -  SOUTH BEND (1994)
 SC2408
 SC2408                         *CURRENT SURVEY CONTROL
 SC2408  ___________________________________________________________________
 SC2408* NAD 83(1991)-  46 40 49.27550(N)    123 46 00.58276(W)     ADJUSTED  
 SC2408* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC2408  ___________________________________________________________________
 SC2408  LAPLACE CORR-          11.63  (seconds)                    DEFLEC99
 SC2408  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 SC2408
 SC2408  HORZ ORDER  -  THIRD
 SC2408
 SC2408.The horizontal coordinates were established by classical geodetic methods
 SC2408.and adjusted by the National Geodetic Survey in December 1991..
 SC2408
 SC2408.The orthometric height was scaled from a topographic map.
 SC2408
 SC2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2408
 SC2408.The geoid height was determined by GEOID03.
 SC2408
 SC2408;                    North         East     Units Scale Factor Converg.
 SC2408;SPC WA S     -   154,896.207   250,152.637   MT  0.99991598   -2 22 22.8
 SC2408;SPC WA S     -   508,188.64    820,709.11   sFT  0.99991598   -2 22 22.8
 SC2408;UTM  10      - 5,169,929.566   441,354.747   MT  0.99964227   -0 33 28.5
 SC2408
 SC2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2408!SPC WA S     -   1.00000292  x   0.99991598  =   0.99991890
 SC2408!UTM  10      -   1.00000292  x   0.99964227  =   0.99964518
 SC2408
 SC2408:                Primary Azimuth Mark                     Grid Az
 SC2408:SPC WA S     -  SNAG                                     057 02 32.6
 SC2408:UTM  10      -  SNAG                                     055 13 38.3
 SC2408
 SC2408|---------------------------------------------------------------------|
 SC2408| PID    Reference Object                     Distance      Geod. Az  |
 SC2408|                                                           dddmmss.s |
 SC2408| SC2418 SNAG                                APPROX. 1.1 KM 0544009.8 |
 SC2408| SC2419 PORT                                APPROX. 0.7 KM 0865958.8 |
 SC2408| SC2396 HOW                                 480.003 METERS 1431456.5 |
 SC2408| CE3057 DAV RM 1                              2.218 METERS 15714     |
 SC2408| CE3058 DAV RM 2                              2.074 METERS 23516     |
 SC2408| SC2409 CUT USE 1939                        404.357 METERS 2534554.2 |
 SC2408|---------------------------------------------------------------------|
 SC2408
 SC2408                          SUPERSEDED SURVEY CONTROL
 SC2408
 SC2408  NAD 83(1991)-  46 40 49.27407(N)    123 46 00.58349(W) AD(       ) 3
 SC2408  NAD 83(1986)-  46 40 49.27523(N)    123 46 00.57002(W) AD(       ) 3
 SC2408  NAD 27      -  46 40 49.91650(N)    123 45 55.98478(W) AD(       ) 3
 SC2408
 SC2408.Superseded values are not recommended for survey control.
 SC2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2408.See file dsdata.txt to determine how the superseded data were derived.
 SC2408
 SC2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4135569930(NAD 83)
 SC2408_MARKER: Z = SEE DESCRIPTION
 SC2408_SETTING: 0 = UNSPECIFIED SETTING
 SC2408
 SC2408  HISTORY     - Date     Condition        Report By
 SC2408  HISTORY     - 1939     MONUMENTED       USE
 SC2408  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2408  HISTORY     - 1973     SEE DESCRIPTION  WA-049
 SC2408  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SC2408
 SC2408                          STATION DESCRIPTION
 SC2408
 SC2408'DESCRIBED BY US ENGINEERS 1939 (WMS)
 SC2408'STATION IS ON THE N SIDE OF THE WILLAPA RIVER, ABOUT 1/2 MILE W OF
 SC2408'THE PORT OF WILLAPA HARBOR DOCK.  IT IS ABOUT 110 METERS FROM THE
 SC2408'HIGH-WATER LINE OF THE RIVER ON A SMALL GRAVEL DUNE SURROUNDED BY
 SC2408'FOUR POSTS ON PROPERTY OWNED BY A MR. DAVIS.  STATION IS 24 METERS
 SC2408'S OF CENTER LINE OF COUNTY ROAD AS IT GOES AROUND A SMALL POINT OF
 SC2408'RIDGE WITH A HIGH CUT BANK.
 SC2408'
 SC2408'STATION MARK IS A CORP OF ARMY ENGINEERS DISK SET IN A 1-FOOT SQUARE
 SC2408'CONCRETE MONUMENT.
 SC2408'
 SC2408'REFERENCE MARKS ARE 4- BY 5-INCH WOODEN POSTS MARKED NO.1 AND NO.2
 SC2408'PROTRUDING 2-1/2 FEET ABOVE THE SURFACE.
 SC2408'
 SC2408'REACHED FROM N END OF THE RIVERDALE BRIDGE AT RAYMOND AS FOLLOWS-- GO
 SC2408'W ON ROAD ALONG RIVER BANK 1.9 MILES TO STATION.
 SC2408
 SC2408                          STATION RECOVERY (1953)
 SC2408
 SC2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2408'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.  A
 SC2408'COMPLETE DESCRIPTION FOLLOWS--
 SC2408'
 SC2408'ON THE N SIDE OF THE WILLAPA RIVER, ABOUT 1.9 MI. W ALONG WASHINGTON
 SC2408'STATE HIGHWAY 13A FROM THE N END OF THE U.S. HIGHWAY 101 BRIDGE
 SC2408'ACROSS THE N FORK OF THE WILLAPA RIVER, AT A POINT WHERE THE HIGHWAY
 SC2408'CURVES BACK TO THE N, ON A SMALL KNOLL ABOUT 3 FT. HIGHER THAN THE
 SC2408'SURROUNDING FIELD, 29 M. S OF THE CENTERLINE OF THE HIGHWAY, 31.5 M.
 SC2408'NW OF THE NW CORNER OF A GRAY SHINGLE HOUSE, 16.3 M. S OF A POWER
 SC2408'POLE, 15.3 M. N OF A DOUBLE-TOPPED 9-IN. FIR TREE, AND 6.1 M. SW OF
 SC2408'A 4-IN. FIR TREE.  A U.S.E. STANDARD DISK, STAMPED DAV AND SET IN A
 SC2408'1-FT. SQUARE CONCRETE POST.
 SC2408'
 SC2408'REFERENCE MARK 1 IS S OF THE STATION, A 4- BY 4-IN. WOODEN POST,
 SC2408'INSCRIBED R.P. 1, PROJECTING 2-1/2 FT.
 SC2408'
 SC2408'REFERENCE MARK 2 IS DESTROYED.
 SC2408
 SC2408                          STATION RECOVERY (1973)
 SC2408
 SC2408'RECOVERY NOTE BY PACIFIC COUNTY WASHINGTON 1973 (CAM)
 SC2408'DAV GOOD
 SC2408'
 SC2408'STATION RECOVERED IN GOOD CONDITION, DREDGING SPOILS HAVE FILLED
 SC2408'AREA TO THE SOUTH BUT DID NOT DISTURB STATION.  THE TREES IN THE
 SC2408'DESCRIPTION SHOULD DESCRIBED ON PAGE 34 AS A DOUBLE-TOPPED 12 IN
 SC2408'SPRUCE TREE AND A 8 IN SPRUCE TREE.
 SC2408
 SC2408                          STATION RECOVERY (1976)
 SC2408
 SC2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SC2408'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  TWO WITNESS POSTS
 SC2408'REMAIN AT THE STATION, ONE BEING 3.5 FEET NORTH AND ONE 3.3 FEET
 SC2408'EAST OF THE MARK.
 SC2408'
 SC2408'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND
 SC2408'STATE HIGHWAY 105 IN THE NORTHEAST PART OF RAYMOND, GO WESTERLY ON
 SC2408'STATE HIGHWAY 105 FOR 1.9 MILES TO A DRIVEWAY INTO A PRIVATE
 SC2408'RESIDENCE ON THE LEFT AND A ROAD TO A ROCK QUARRY ON THE RIGHT.
 SC2408'STATION IS 180 FEET WEST OF THE DRIVEWAY AND 100 FEET SOUTH OF THE
 SC2408'CENTER OF THE HIGHWAY.  AT THE WEST EDGE OF A GROVE OF PINE TREES
 SC2408'(NOT NATIVE TO THIS AREA), BUT PLANTED BETWEEN THE HIGHWAY AND
 SC2408'RIVER.  THE MARK IS 35-1/2 FEET NORTH-NORTHWEST OF THE MOST
 SC2408'WESTERLY, 18-INCH DIAMETER PINE TREE, 20 FEET SOUTHWEST OF A
 SC2408'36-INCH SPRUCE TREE, 55 FEET SOUTH OF A POWER POLE WITH NUMBERS 32
 SC2408'1/2 X 23-26 AND 50 FEET SOUTH OF THE TOE OF THE FILL FOR THE
 SC2408'HIGHWAY.  THE MARK IS A ENGINEER DEPT U.S. ARMY SURVEY MARK SEATTLE
 SC2408'OFFICE, STAMPED DAV, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 SC2408'INCHES.
 SC2408'
 SC2408'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES WEST OF
 SC2408'RAYMOND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2766 ***********************************************************************
 SY2766  DESIGNATION -  DAV 1974
 SY2766  PID         -  SY2766
 SY2766  STATE/COUNTY-  WA/PIERCE
 SY2766  USGS QUAD   -  TACOMA NORTH (1994)
 SY2766
 SY2766                         *CURRENT SURVEY CONTROL
 SY2766  ___________________________________________________________________
 SY2766* NAD 83(1991)-  47 19 50.80979(N)    122 29 39.22479(W)     ADJUSTED  
 SY2766* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SY2766  ___________________________________________________________________
 SY2766  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 SY2766  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY2766
 SY2766  HORZ ORDER  -  THIRD
 SY2766
 SY2766.The horizontal coordinates were established by classical geodetic methods
 SY2766.and adjusted by the National Geodetic Survey in December 1991..
 SY2766
 SY2766.The orthometric height was scaled from a topographic map.
 SY2766
 SY2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2766
 SY2766.The geoid height was determined by GEOID03.
 SY2766
 SY2766;                    North         East     Units Scale Factor Converg.
 SY2766;SPC WA S     -   223,931.575   349,281.677   MT  0.99999942   -1 26 55.0
 SY2766;SPC WA S     -   734,682.18  1,145,934.97   sFT  0.99999942   -1 26 55.0
 SY2766;SPC WA N     -    38,131.881   374,465.886   MT  1.00003586   -1 14 11.7
 SY2766;SPC WA N     -   125,104.35  1,228,560.16   sFT  1.00003586   -1 14 11.7
 SY2766;UTM  10      - 5,242,047.629   538,213.529   MT  0.99961795   +0 22 18.8
 SY2766
 SY2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2766!SPC WA S     -   1.00000275  x   0.99999942  =   1.00000217
 SY2766!SPC WA N     -   1.00000275  x   1.00003586  =   1.00003861
 SY2766!UTM  10      -   1.00000275  x   0.99961795  =   0.99962070
 SY2766
 SY2766:                Primary Azimuth Mark                     Grid Az
 SY2766:SPC WA S     -  TACOMA PUGET SND PLWD STK 1973           150 49 06.2
 SY2766:SPC WA N     -  TACOMA PUGET SND PLWD STK 1973           150 36 22.9
 SY2766:UTM  10      -  TACOMA PUGET SND PLWD STK 1973           148 59 52.4
 SY2766
 SY2766|---------------------------------------------------------------------|
 SY2766| PID    Reference Object                     Distance      Geod. Az  |
 SY2766|                                                           dddmmss.s |
 SY2766| SY2785 TACOMA PUGET SND PLWD STK 1973      APPROX. 8.9 KM 1492211.2 |
 SY2766| SY2739 FIRST PRESB CHURCH SPIRE            APPROX. 8.3 KM 1543239.3 |
 SY2766|---------------------------------------------------------------------|
 SY2766
 SY2766                          SUPERSEDED SURVEY CONTROL
 SY2766
 SY2766  NAD 83(1986)-  47 19 50.80308(N)    122 29 39.23955(W) AD(       ) 3
 SY2766  NAD 27      -  47 19 51.46120(N)    122 29 34.77757(W) AD(       ) 3
 SY2766
 SY2766.Superseded values are not recommended for survey control.
 SY2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2766.See file dsdata.txt to determine how the superseded data were derived.
 SY2766
 SY2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3821442048(NAD 83)
 SY2766_MARKER: DS = TRIANGULATION STATION DISK
 SY2766_SETTING: 80 = SET IN A BOULDER
 SY2766_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SY2766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY2766+STABILITY: SURFACE MOTION
 SY2766
 SY2766  HISTORY     - Date     Condition        Report By
 SY2766  HISTORY     - 1974     MONUMENTED       NOSPMC
 SY2766
 SY2766                          STATION DESCRIPTION
 SY2766
 SY2766'DESCRIBED BY PACIFIC MARINE CENTER 1974 (MHF)
 SY2766'THE STATION IS A STANDARD TOPO DISK SET IN CONCRETE IN A DRILL HOLE
 SY2766'IN A WHITISH COLORED BOULDER ON NEIL POINT ON VASHON ISLAND ABOUT 8
 SY2766'MILES FROM DOWNTOWN TACOMA.  IT IS NEAR THE EAST END OF A RECENTLY
 SY2766'CONSTRUCTED ROCK BULKHEAD.  FIVE FEET TO THE EAST OF THE
 SY2766'STATION IS A PATH AND STEPS WHICH LEAD TO A CONSPICOUS WHITE HOUSE
 SY2766'DIRECTLY BEHIND THE STATION.  THE STATION MARK IS STAMPED DAV 1974
 SY2766'AND CAN BE REACHED, PREFERABLY AT HIGH TIDE, BY A SKIFF.  IT
 SY2766'IS 5 FEET ABOVE HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2274 ***********************************************************************
 TR2274  DESIGNATION -  DAVE
 TR2274  PID         -  TR2274
 TR2274  STATE/COUNTY-  WA/SAN JUAN
 TR2274  USGS QUAD   -  ROCHE HARBOR (1994)
 TR2274
 TR2274                         *CURRENT SURVEY CONTROL
 TR2274  ___________________________________________________________________
 TR2274* NAD 83(1991)-  48 37 26.10579(N)    123 08 29.50567(W)     ADJUSTED  
 TR2274* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2274  ___________________________________________________________________
 TR2274  LAPLACE CORR-          -9.02  (seconds)                    DEFLEC99
 TR2274  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 TR2274
 TR2274  HORZ ORDER  -  THIRD
 TR2274
 TR2274.The horizontal coordinates were established by classical geodetic methods
 TR2274.and adjusted by the National Geodetic Survey in December 1991..
 TR2274
 TR2274.The orthometric height was scaled from a topographic map.
 TR2274
 TR2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2274
 TR2274.The geoid height was determined by GEOID03.
 TR2274
 TR2274;                    North         East     Units Scale Factor Converg.
 TR2274;SPC WA N     -   183,107.815   329,865.923   MT  0.99998126   -1 43 06.6
 TR2274;SPC WA N     -   600,746.22  1,082,235.12   sFT  0.99998126   -1 43 06.6
 TR2274;UTM  10      - 5,385,659.597   489,570.474   MT  0.99960134   -0 06 22.3
 TR2274
 TR2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2274!SPC WA N     -   1.00000297  x   0.99998126  =   0.99998423
 TR2274!UTM  10      -   1.00000297  x   0.99960134  =   0.99960431
 TR2274
 TR2274|---------------------------------------------------------------------|
 TR2274| PID    Reference Object                     Distance      Geod. Az  |
 TR2274|                                                           dddmmss.s |
 TR2274| CF7745 DAVE RM 1                             2.736 METERS 03219     |
 TR2274| TR2187 SPIEDEN RESET                       APPROX. 2.7 KM 0661600.3 |
 TR2274| CF7746 DAVE RM 2                             6.722 METERS 11746     |
 TR2274|---------------------------------------------------------------------|
 TR2274
 TR2274                          SUPERSEDED SURVEY CONTROL
 TR2274
 TR2274  NAD 83(1986)-  48 37 26.10629(N)    123 08 29.50542(W) AD(       ) 3
 TR2274  NAD 27      -  48 37 26.74900(N)    123 08 24.82000(W) AD(       ) 3
 TR2274
 TR2274.Superseded values are not recommended for survey control.
 TR2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2274.See file dsdata.txt to determine how the superseded data were derived.
 TR2274
 TR2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8957085660(NAD 83)
 TR2274_MARKER: DS = TRIANGULATION STATION DISK
 TR2274_SETTING: 66 = SET IN ROCK OUTCROP
 TR2274
 TR2274  HISTORY     - Date     Condition        Report By
 TR2274  HISTORY     - 1942     MONUMENTED       CGS
 TR2274  HISTORY     - 1950     GOOD             CGS
 TR2274  HISTORY     - 1954     GOOD             CGS
 TR2274  HISTORY     - 1983     GOOD             USPSQD
 TR2274
 TR2274                          STATION DESCRIPTION
 TR2274
 TR2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2274'STATION IS NEAR THE NORTHERNMOST EXTREMITY OF SAN JUAN ISLAND, 200
 TR2274'METERS NW OF THE EASTERN EXTREMITY OF DAVIDSON HEAD, WHICH IS
 TR2274'CONNECTED TO SAN JUAN ISLAND BY A NARROW SPIT AND IS ALMOST AN
 TR2274'ISLAND.  STATION IS 7 FEET N OF ROCKY BLUFF AND 3 FEET ABOVE HIGH
 TR2274'WATER.  A ROCK, ON WHICH REFERENCE MARK NO.1 WAS SET, IS 9 FEET NNE
 TR2274'OF STATION, BARES ABOUT 2-1/2 FEET AT MEAN HIGH WATER, AND IS
 TR2274'DETACHED FROM MAIN SHORELINE AT HIGH WATER A DISTANCE OF 1 FOOT.
 TR2274'
 TR2274'STATION AND REFERENCE MARKS ARE BRONZE DISK SET IN DRILL HOLES IN
 TR2274'OUTCROPPING BEDROCK.
 TR2274'
 TR2274'FROM STATION, REFERENCE MARK NO.1 IS ON RANGE WITH HIGHEST POINT OF
 TR2274'SPIEDEN ISLAND.
 TR2274'
 TR2274'REFERENCE MARK NO.2 IS 22 FEET E OF STATION AND 1-1/2 FEET ABOVE
 TR2274'MEAN HIGH WATER.
 TR2274'
 TR2274'NAME OF STATION AND YEAR OF ESTABLISHMENT ARE STAMPED ON ALL MARKS.
 TR2274
 TR2274                          STATION RECOVERY (1950)
 TR2274
 TR2274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2274'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2274'CONDITION.
 TR2274'
 TR2274'ON THE MOST N PART OF SAN JUAN ISLAND, ON DAVIDSON HEAD (WHICH IS
 TR2274'CONNECTED TO THE MAINLAND BY A SPIT), ABOUT 860 METERS E OF THE W
 TR2274'END, ABOUT 210 METERS W OF THE E END OF THE HEAD, ABOUT 90 METERS
 TR2274'WNW OF A SMALL GRAVEL BEACH, 2.1 METERS N OF A ROCK BLUFF, ON A
 TR2274'ROCK ABOUT 3 FEET ABOVE THE HIGH-WATER LINE.  STATION MARK IS A
 TR2274'BRONZE STATION DISK STAMPED DAVE 1942, SET IN A DRILL HOLE FLUSH
 TR2274'WITH THE SURFACE OF THE ROCK.
 TR2274'
 TR2274'R.M. 1 IS NE OF THE STATION, ON A ROCK 3 FEET ABOVE THE HIGH-WATER
 TR2274'LINE.  IT IS A BRONZE REFERENCE DISK STAMPED DAVE 1942 NO. 1, SET IN
 TR2274'A DRILL HOLE FLUSH WITH THE SURFACE OF THE ROCK.
 TR2274'
 TR2274'R.M. 2 IS ESE OF THE STATION, 1.2 METERS N OF A ROCK BLUFF.  IT IS A
 TR2274'BRONZE REFERENCE DISK STAMPED DAVE 1942 NO. 2, SET IN A DRILL HOLE
 TR2274'FLUSH WITH THE SURFACE OF THE ROCK.
 TR2274'
 TR2274'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.
 TR2274
 TR2274                          STATION RECOVERY (1954)
 TR2274
 TR2274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2274'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 TR2274'GOOD CONDITION.  DESCRIPTION IS ADEQUATE.  EROSION MAY IN TIME CAUSE
 TR2274'AN OVERHANGING FIR TREE TO DROP ON THE STATION.
 TR2274
 TR2274                          STATION RECOVERY (1983)
 TR2274
 TR2274'RECOVERY NOTE BY US POWER SQUADRON 1983 (DSS)
 TR2274'DAVE 1942 RECOVERED GOOD.
 TR2274'
 TR2274'STATION RECOVERED IN GOOD CONDITION.
 TR2274'
 TR2274'BOTH REFERENCE MARKS ARE MISSING, BUT BOTH EMPTY CHISELED OUT
 TR2274'CAVITIES IN THE ROCK ARE EASILY IDENTIFIABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0024 ***********************************************************************
 SW0024  DESIGNATION -  DAVENPORT
 SW0024  PID         -  SW0024
 SW0024  STATE/COUNTY-  WA/LINCOLN
 SW0024  USGS QUAD   -  DAVENPORT (1992)
 SW0024
 SW0024                         *CURRENT SURVEY CONTROL
 SW0024  ___________________________________________________________________
 SW0024* NAD 83(1986)-  47 39 18.     (N)    118 08 51.     (W)     SCALED    
 SW0024* NAVD 88     -       739.970  (meters)    2427.72   (feet)  ADJUSTED  
 SW0024  ___________________________________________________________________
 SW0024  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SW0024  DYNAMIC HT  -         739.995 (meters)    2427.80  (feet)  COMP
 SW0024  MODELED GRAV-     980,621.9   (mgal)                       NAVD 88
 SW0024
 SW0024  VERT ORDER  -  SECOND    CLASS 0
 SW0024
 SW0024.The horizontal coordinates were scaled from a topographic map and have
 SW0024.an estimated accuracy of +/- 6 seconds.
 SW0024
 SW0024.The orthometric height was determined by differential leveling
 SW0024.and adjusted by the National Geodetic Survey in June 1991..
 SW0024
 SW0024.The geoid height was determined by GEOID03.
 SW0024
 SW0024.The dynamic height is computed by dividing the NAVD 88
 SW0024.geopotential number by the normal gravity value computed on the
 SW0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0024.degrees latitude (g = 980.6199 gals.).
 SW0024
 SW0024.The modeled gravity was interpolated from observed gravity values.
 SW0024
 SW0024;                    North         East    Units  Estimated Accuracy
 SW0024;SPC WA N     -    76,350.      701,720.      MT  (+/- 180 meters Scaled)
 SW0024
 SW0024                          SUPERSEDED SURVEY CONTROL
 SW0024
 SW0024  NGVD 29 (??/??/92)  738.75   (m)         2423.7    (f) COMPUTED    2 0
 SW0024
 SW0024.Superseded values are not recommended for survey control.
 SW0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0024.See file dsdata.txt to determine how the superseded data were derived.
 SW0024
 SW0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN138785(NAD 83)
 SW0024_MARKER: DM = MAGNETIC STATION DISK
 SW0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0024_SP_SET: CONCRETE POST
 SW0024_STAMPING: DAVENPORT
 SW0024_MARK LOGO: CGS   
 SW0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0024+STABILITY: SURFACE MOTION
 SW0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW0024+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1990
 SW0024
 SW0024  HISTORY     - Date     Condition        Report By
 SW0024  HISTORY     - UNK      MONUMENTED       CGS
 SW0024  HISTORY     - 1966     GOOD             NGS
 SW0024  HISTORY     - 19900308 GOOD             NGS
 SW0024
 SW0024                          STATION DESCRIPTION
 SW0024
 SW0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0024'IN DAVENPORT.
 SW0024'THE MARK IS A U.S.C. AND G.S. MAGNETIC STATION DISK SET IN A ROUND
 SW0024'CONCRETE POST FLUSH WITH THE LAWN.  IT IS 84 FEET SOUTHEAST OF THE
 SW0024'SOUTHEAST CORNER OF THE COURTHOUSE, 34.1 FEET WEST OF THE OUTER EDGE
 SW0024'OF THE CONCRETE RETAINING WALL ALONG THE 4TH STREET SIDE OF THE LAWN
 SW0024'AND 32.4 FEET NORTH OF THE OUTER EDGE OF THE CONCRETE RETAINING WALL
 SW0024'ALONG THE LOGAN STREET SIDE OF THE LAWN.  NOTE-- IT IS SOUTHEAST OF
 SW0024'THE COURTHOUSE, NOT SOUTHWEST, AND IN THE SOUTHEAST CORNER OF THE LAWN
 SW0024'INSTEAD OF THE SOUTHWEST.
 SW0024
 SW0024                          STATION RECOVERY (1990)
 SW0024
 SW0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SW0024'THE STATION IS LOCATED ABOUT 43.5 KM (27.0 MI) EAST-SOUTHEAST OF
 SW0024'WILBUR, 37.0 KM (23.0 MI) NORTHWEST OF TYLER, 20.9 KM (13.0 MI) NORTH
 SW0024'OF HARRINGTON AND AT THE LINCOLN COUNTY COURTHOUSE IN DAVENPORT.
 SW0024'TO REACH FROM THE JUNCTION OF US HIGHWAY 2 AND STATE ROUTE 25, AT THE
 SW0024'EAST EDGE OF DAVENPORT, GO WEST ON STATE HIGHWAY 2 FOR 0.48 KM
 SW0024'(0.30 MI) TO A CROSS ROAD.  TURN RIGHT AND GO NORTH ON FOURTH STREET
 SW0024'FOR 0.16 KM (0.10 MI) TO THE SOUTHEAST CORNER OF THE COURTHOUSE LAWN
 SW0024'AND THE STATION.
 SW0024'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 SW0024'WITH THE GROUND SURFACE.  IT IS 18.3 M (60.0 FT) SOUTHEAST OF THE
 SW0024'SOUTHEAST CORNER OF THE COURTHOUSE, 15.2 M (49.9 FT) NORTH OF THE
 SW0024'SOUTH EDGE OF THE LAWN AND 9.1 M (29.9 FT) WEST OF THE EAST EDGE OF
 SW0024'THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1142 ***********************************************************************
 SW1142  DESIGNATION -  DAVENPORT
 SW1142  PID         -  SW1142
 SW1142  STATE/COUNTY-  WA/LINCOLN
 SW1142  USGS QUAD   -  DAVENPORT (1992)
 SW1142
 SW1142                         *CURRENT SURVEY CONTROL
 SW1142  ___________________________________________________________________
 SW1142* NAD 83(1991)-  47 42 16.51516(N)    118 09 14.48468(W)     ADJUSTED  
 SW1142* NAVD 88     -       837.2    (meters)    2747.     (feet)  VERTCON   
 SW1142  ___________________________________________________________________
 SW1142  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 SW1142  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 SW1142
 SW1142  HORZ ORDER  -  FIRST
 SW1142
 SW1142.The horizontal coordinates were established by classical geodetic methods
 SW1142.and adjusted by the National Geodetic Survey in December 1991..
 SW1142
 SW1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1142
 SW1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1142
 SW1142.The geoid height was determined by GEOID03.
 SW1142
 SW1142;                    North         East     Units Scale Factor Converg.
 SW1142;SPC WA N     -    81,837.305   701,036.212   MT  0.99996813   +1 59 41.3
 SW1142;SPC WA N     -   268,494.56  2,299,982.97   sFT  0.99996813   +1 59 41.3
 SW1142;UTM  11      - 5,284,112.159   413,425.275   MT  0.99969210   -0 51 13.2
 SW1142
 SW1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1142!SPC WA N     -   0.99987177  x   0.99996813  =   0.99983990
 SW1142!UTM  11      -   0.99987177  x   0.99969210  =   0.99956391
 SW1142
 SW1142:                Primary Azimuth Mark                     Grid Az
 SW1142:SPC WA N     -  STENSGAR OLD LOH USBR 1935               010 57 45.2
 SW1142:UTM  11      -  STENSGAR OLD LOH USBR 1935               013 48 39.7
 SW1142
 SW1142|---------------------------------------------------------------------|
 SW1142| PID    Reference Object                     Distance      Geod. Az  |
 SW1142|                                                           dddmmss.s |
 SW1142| TO0838 STENSGAR OLD LOH USBR 1935          APPROX.54.4 KM 0125726.5 |
 SW1142| CF1319 DAVENPORT RM 1                       17.013 METERS 02019     |
 SW1142| SV1380 REARDAN ELEVATED TANK               APPROX.20.9 KM 1015456.5 |
 SW1142| CF1318 DAVENPORT AZ MK                                    1145341.6 |
 SW1142| SV1376 SEATTLE HELENA AIRWAY BCN 21        APPROX.24.9 KM 1265735.0 |
 SW1142| CF1320 DAVENPORT RM 2                       16.933 METERS 14006     |
 SW1142| SW1138 DAVENPORT NE WATER TANK             APPROX. 5.4 KM 1734949.0 |
 SW1142| SW1143 DAVENPORT UNION WHSE W ELEV         APPROX. 6.4 KM 1805648.1 |
 SW1142| SW1141 DAVENPORT SW WATER TANK             APPROX. 6.1 KM 1814714.0 |
 SW1142| SW1145 ROCKLYN GRANGE MILLING CO ELEV      APPROX.12.0 KM 2254855.3 |
 SW1142|---------------------------------------------------------------------|
 SW1142
 SW1142                          SUPERSEDED SURVEY CONTROL
 SW1142
 SW1142  NAD 83(1986)-  47 42 16.52647(N)    118 09 14.47686(W) AD(       ) 1
 SW1142  NAD 27      -  47 42 16.96000(N)    118 09 10.56300(W) AD(       ) 1
 SW1142  NGVD 29 (07/19/86)  836.0    (m)         2743.     (f) VERT ANG       
 SW1142
 SW1142.Superseded values are not recommended for survey control.
 SW1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1142.See file dsdata.txt to determine how the superseded data were derived.
 SW1142
 SW1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN1342584112(NAD 83)
 SW1142_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1142
 SW1142  HISTORY     - Date     Condition        Report By
 SW1142  HISTORY     - 1934     MONUMENTED       BOR
 SW1142  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SW1142  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SW1142  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1142
 SW1142                          STATION DESCRIPTION
 SW1142
 SW1142'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1142'STATION IS LOCATED ON A HILL KNOWN LOCALLY AS JENSENS BUTTE, 3-1/2
 SW1142'MILES N OF DAVENPORT, AND ABOUT 1/2 MILE W OF THE LINCOLN COUNTY
 SW1142'POOR FARM.
 SW1142'
 SW1142'TO REACH STATION BY TRUCK, DRIVE N FROM DAVENPORT ON STATE HIGHWAY
 SW1142'22.  AT 3.2 MILES TURN LEFT ON COUNTY ROAD.  AT 3.7 TAKE DOWN WIRE
 SW1142'FENCE AND TURN RIGHT (N) INTO FIELD, CONTINUE NW ABOUT 0.2 MILE TO
 SW1142'TOP OF BUTTE.  IN SEC. 33, T. 26 N., R. 37 E. WM.
 SW1142'
 SW1142'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 12B,
 SW1142'RESPECTIVELY.
 SW1142
 SW1142                          STATION RECOVERY (1950)
 SW1142
 SW1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1142'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT,
 SW1142'GRASS-COVERED HILL, ABOUT 18 MILES EAST-SOUTHEAST OF CRESTON, ABOUT
 SW1142'13.5 MILES WEST-NORTHWEST OF REARDAN, ABOUT 3.5 MILES NORTH OF
 SW1142'DAVENPORT, AND ABOUT 50 FEET NORTH OF AN EAST-WEST FENCE LINE.
 SW1142'
 SW1142'TO REACH THE STATION FROM THE POST OFFICE IN DAVENPORT, GO EAST ON
 SW1142'U.S. HIGHWAY 2 FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT,
 SW1142'ONTO STATE HIGHWAY 22, AND GO NORTH 3.15 MILES TO A SIDE ROAD ON THE
 SW1142'LEFT.  TURN LEFT, WEST, AND GO 0.15 MILE TO THE AZIMUTH MARK.
 SW1142'CONTINUE WEST ON A DIRT ROAD 0.45 MILE TO A WIRE GATE ON THE RIGHT.
 SW1142'PASS THROUGH THE GATE AND GO NORTH, UP HILL, 0.3 MILE TO AN
 SW1142'EAST-WEST FENCE LINE AND THE STATION.
 SW1142'
 SW1142'THE STATION MARK IS A U.S. BUREAU OF RECLAMATION DISK STAMPED
 SW1142'DAVENPORT 1934 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 SW1142'IS ABOUT FLUSH WITH THE GROUND.
 SW1142'
 SW1142'REFERENCE MARK NUMBER 1 IS A U.S. BUREAU OF RECLAMATION DISK
 SW1142'STAMPED DAVENPORT R.M. NO 1 1934 SET IN A DRILL HOLE IN
 SW1142'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND
 SW1142'IS ABOUT 18 INCHES LOWER THAN THE STATION.
 SW1142'
 SW1142'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DAVENPORT USBR NO
 SW1142'2 1934 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT
 SW1142'8 INCHES ABOVE THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 SW1142'
 SW1142'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAVENPORT USBR 1934 SET
 SW1142'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 4
 SW1142'INCHES ABOVE THE GROUND.  IT IS LOCATED ALONG THE SOUTH SIDE OF AN
 SW1142'EAST-WEST DIRT ROAD, ABOUT 32 FEET SOUTH OF THE CENTER LINE OF THE
 SW1142'ROAD AND ABOUT 3 FEET NORTH OF AN EAST-WEST FENCE LINE.
 SW1142
 SW1142                          STATION RECOVERY (1960)
 SW1142
 SW1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 SW1142'THE STATION, REFERENCE AND AZIMUTH MARK WERE RECOVERED AND FOUND TO
 SW1142'BE IN GOOD CONDITION.
 SW1142'
 SW1142'A COMPLETE DESCRIPTION FOLLOWS.
 SW1142'
 SW1142'THE STATION IS ABOUT 3-1/2 MILES NORTH OF DAVENPORT, 0.6 MILE WEST
 SW1142'OF STATE HIGHWAY 22 AND ON THE SUMMIT OF A GRASS COVERED HILL, NOT
 SW1142'UNDER CULTIVATION.
 SW1142'
 SW1142'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 22, ON
 SW1142'THE EAST EDGE OF DAVENPORT, GO NORTH ON STATE HIGHWAY 22 FOR 3.2
 SW1142'MILES TO A CROSS ROAD AND THE COMMUNITY GRANGE NO. 855 BUILDING ON
 SW1142'THE RIGHT.  TURN LEFT, WEST, ON GRAVEL ROAD AND GO 0.1 MILE TO THE
 SW1142'SUMMIT OF THE FIRST HILL AND THE AZIMUTH ON THE LEFT.  CONTINUE
 SW1142'STRAIGHT AHEAD, WEST, FOR 0.5 MILE TO A OPENING IN A FENCE ON THE
 SW1142'RIGHT.  TURN RIGHT, NORTH, PASS THROUGH FENCE, AND GO 0.2 MILE TO
 SW1142'THE SUMMIT OF A GRASS COVERED HILL AND THE STATION.  NOTE--THE
 SW1142'LAST 0.2 MILE IS THROUGH A WHEAT FIELD AND CAN ONLY BE DRIVEN AFTER
 SW1142'HARVEST TIME.
 SW1142'
 SW1142'THE STATION MARK, STAMPED DAVENPORT 1934, IS A BRONZE DISK SET IN A
 SW1142'SQUARE CONCRETE POST FLUSH WITH THE GROUND AND WAS ESTABLISHED BY
 SW1142'THE U.S. BUREAU OF RECLAMATION.  THE STATION IS 60 FEET NORTH OF A
 SW1142'EAST-WEST FENCE LINE.
 SW1142'
 SW1142'REFERENCE MARK NO.2, STAMPED DAVENPORT USBR NO 2 1934, IS A STANDARD
 SW1142'DISK SET IN A DRILL HOLE IN BEDROCK AND IS ABOUT 1 FOOT LOWER THAN
 SW1142'THE STATION.
 SW1142'
 SW1142'REFERENCE MARK USBR, STAMPED DAVENPORT 1934, IS A BRONZE DISK
 SW1142'CEMENTED IN A DRILL HOLE IN BEDROCK AND IS ABOUT 1 FOOT LOWER THAN
 SW1142'THE STATION.
 SW1142'
 SW1142'THE AZIMUTH MARK, STAMPED DAVENPORT USBR 1934, IS A STANDARD DISK
 SW1142'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND, 27 1/2 FEET
 SW1142'SOUTH OF THE CENTERLINE OF A GRAVEL ROAD AND 2.7 FEET NORTH OF A
 SW1142'EAST-WEST FENCE LINE.
 SW1142
 SW1142                          STATION RECOVERY (1965)
 SW1142
 SW1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1142'THE STATION MARK, THE TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE
 SW1142'RECOVERED.  DIRECTIONS TO REACH THE STATION ARE ADEQUATE, ALTHOUGH
 SW1142'STATE HIGHWAY 22 IS NOW STATE HIGHWAY 25.  ADDITIONAL INFORMATION
 SW1142'FOLLOWS--
 SW1142'
 SW1142'STATION MARK IS ON THE HIGHEST PART OF THE KNOLL, ALTHOUGH TWO HUMPS
 SW1142'TO THE SOUTHWEST APPEAR TO BE ABOUT THE SAME ELEVATION.  THE MARK IS
 SW1142'80 FEET NORTHWEST OF A BEND IN THE FENCE AND 59 FEET NORTH OF THE
 SW1142'FENCE.
 SW1142'
 SW1142'REFERENCE MARK NO. 1 IS IN A BEDROCK OUTCROP ABOUT 7 FEET IN
 SW1142'DIAMETER, WHICH PROJECTS ABOUT 1 FOOT.  IT IS ON THE NORTHERN PART
 SW1142'OF THE SUMMIT.
 SW1142'
 SW1142'REFERENCE MARK NO. 2 IS IN A NATURAL DEPRESSION IN THE CENTER OF A
 SW1142'BEDROCK OUTCROP ABOUT 2 FEET IN DIAMETER AND PROJECTING 6 INCHES.
 SW1142'IT IS 27 FEET NORTH OF THE FENCE AND 30 FEET NORTH-NORTHWEST OF
 SW1142'THE BEND IN THE FENCE.
 SW1142'
 SW1142'THE AZIMUTH MARK IS 40 YARDS EAST OF A POWER POLE, 27 FEET SOUTH OF
 SW1142'THE CENTER OF THE ROAD, 3 FEET NORTH OF A FENCE AND 2 FEET SOUTH OF
 SW1142'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0025 ***********************************************************************
 SW0025  DESIGNATION -  DAVENPORT 1
 SW0025  PID         -  SW0025
 SW0025  STATE/COUNTY-  WA/LINCOLN
 SW0025  USGS QUAD   -  DAVENPORT (1992)
 SW0025
 SW0025                         *CURRENT SURVEY CONTROL
 SW0025  ___________________________________________________________________
 SW0025* NAD 83(1986)-  47 39 10.     (N)    118 09 03.     (W)     SCALED    
 SW0025* NAVD 88     -       723.235  (meters)    2372.81   (feet)  ADJUSTED  
 SW0025  ___________________________________________________________________
 SW0025  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SW0025  DYNAMIC HT  -         723.260 (meters)    2372.90  (feet)  COMP
 SW0025  MODELED GRAV-     980,622.4   (mgal)                       NAVD 88
 SW0025
 SW0025  VERT ORDER  -  SECOND    CLASS 0
 SW0025
 SW0025.The horizontal coordinates were scaled from a topographic map and have
 SW0025.an estimated accuracy of +/- 6 seconds.
 SW0025
 SW0025.The orthometric height was determined by differential leveling
 SW0025.and adjusted by the National Geodetic Survey in June 1991..
 SW0025
 SW0025.The geoid height was determined by GEOID03.
 SW0025
 SW0025.The dynamic height is computed by dividing the NAVD 88
 SW0025.geopotential number by the normal gravity value computed on the
 SW0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0025.degrees latitude (g = 980.6199 gals.).
 SW0025
 SW0025.The modeled gravity was interpolated from observed gravity values.
 SW0025
 SW0025;                    North         East    Units  Estimated Accuracy
 SW0025;SPC WA N     -    76,090.      701,480.      MT  (+/- 180 meters Scaled)
 SW0025
 SW0025                          SUPERSEDED SURVEY CONTROL
 SW0025
 SW0025  NGVD 29 (??/??/92)  722.016  (m)         2368.81   (f) ADJ UNCH    2 0
 SW0025
 SW0025.Superseded values are not recommended for survey control.
 SW0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0025.See file dsdata.txt to determine how the superseded data were derived.
 SW0025
 SW0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN135783(NAD 83)
 SW0025_MARKER: DB = BENCH MARK DISK
 SW0025_SETTING: 0 = UNSPECIFIED SETTING
 SW0025_STAMPING: DAVENPORT NO 1 1934
 SW0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0025
 SW0025  HISTORY     - Date     Condition        Report By
 SW0025  HISTORY     - 1934     MONUMENTED       CGS
 SW0025  HISTORY     - 1966     GOOD             NGS
 SW0025
 SW0025                          STATION DESCRIPTION
 SW0025
 SW0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0025'IN DAVENPORT.
 SW0025'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF MORGAN AND SEVENTH
 SW0025'STREETS BETWEEN THE TWO DOORS ON THE NORTH SIDE OF THE FIRE HALL.
 SW0025'CONCRETE SIDEWALKS LEAD TO THE TWO DOORS, AND THE MARK IS 26 FEET EAST
 SW0025'OF THE EAST EDGE OF THE SIDEWALK TO THE WEST DOOR, 13 FEET WEST OF THE
 SW0025'WEST EDGE OF THE SIDEWALK TO THE EAST DOOR AND 1 FOOT SOUTH OF THE
 SW0025'SOUTH EDGE OF THE SIDEWALK ALONG MORGAN STREET.  THE MARK IS 2 INCHES
 SW0025'BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0023 ***********************************************************************
 SW0023  DESIGNATION -  DAVENPORT 2424.83
 SW0023  PID         -  SW0023
 SW0023  STATE/COUNTY-  WA/LINCOLN
 SW0023  USGS QUAD   -  DAVENPORT (1992)
 SW0023
 SW0023                         *CURRENT SURVEY CONTROL
 SW0023  ___________________________________________________________________
 SW0023* NAD 83(1986)-  47 39 20.     (N)    118 08 54.     (W)     SCALED    
 SW0023* NAVD 88     -       739.795  (meters)    2427.14   (feet)  ADJUSTED  
 SW0023  ___________________________________________________________________
 SW0023  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SW0023  DYNAMIC HT  -         739.820 (meters)    2427.23  (feet)  COMP
 SW0023  MODELED GRAV-     980,621.9   (mgal)                       NAVD 88
 SW0023
 SW0023  VERT ORDER  -  SECOND    CLASS 0
 SW0023
 SW0023.The horizontal coordinates were scaled from a topographic map and have
 SW0023.an estimated accuracy of +/- 6 seconds.
 SW0023
 SW0023.The orthometric height was determined by differential leveling
 SW0023.and adjusted by the National Geodetic Survey in June 1991..
 SW0023
 SW0023.The geoid height was determined by GEOID03.
 SW0023
 SW0023.The dynamic height is computed by dividing the NAVD 88
 SW0023.geopotential number by the normal gravity value computed on the
 SW0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0023.degrees latitude (g = 980.6199 gals.).
 SW0023
 SW0023.The modeled gravity was interpolated from observed gravity values.
 SW0023
 SW0023;                    North         East    Units  Estimated Accuracy
 SW0023;SPC WA N     -    76,400.      701,650.      MT  (+/- 180 meters Scaled)
 SW0023
 SW0023                          SUPERSEDED SURVEY CONTROL
 SW0023
 SW0023  NGVD 29 (??/??/92)  738.577  (m)         2423.15   (f) ADJ UNCH    2 0
 SW0023
 SW0023.Superseded values are not recommended for survey control.
 SW0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0023.See file dsdata.txt to determine how the superseded data were derived.
 SW0023
 SW0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN137786(NAD 83)
 SW0023_MARKER: DD = SURVEY DISK
 SW0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SW0023_SP_SET: BUILDING
 SW0023_STAMPING: DAVENPORT 2424.83
 SW0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0023
 SW0023  HISTORY     - Date     Condition        Report By
 SW0023  HISTORY     - UNK      MONUMENTED       LOCENG
 SW0023  HISTORY     - 1934     GOOD             NGS
 SW0023  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0023
 SW0023                          STATION DESCRIPTION
 SW0023
 SW0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SW0023'IN DAVENPORT.
 SW0023'ON THE NORTH WEST CORNER OF THE COURT HOUSE.  27 FEET EAST OF CENTER
 SW0023'LINE OF FOURTH STREET, 33 FEET SOUTH OF LOGAN STREET, 10 FEET NORTH OF
 SW0023'CORNER OF COURTHOUSE FENCE, AND 75 FEET N.W. OF N.W. CORNER OF
 SW0023'COURTHOUSE.
 SW0023
 SW0023                          STATION RECOVERY (1966)
 SW0023
 SW0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1139 ***********************************************************************
 SW1139  DESIGNATION -  DAVENPORT GRANGE CO WEST ELEV
 SW1139  PID         -  SW1139
 SW1139  STATE/COUNTY-  WA/LINCOLN
 SW1139  USGS QUAD   -  DAVENPORT (1992)
 SW1139
 SW1139                         *CURRENT SURVEY CONTROL
 SW1139  ___________________________________________________________________
 SW1139* NAD 83(1991)-  47 38 49.30869(N)    118 08 58.51737(W)     ADJUSTED  
 SW1139* NAVD 88     -                                                        
 SW1139  ___________________________________________________________________
 SW1139  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 SW1139  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SW1139
 SW1139  HORZ ORDER  -  THIRD
 SW1139
 SW1139.The horizontal coordinates were established by classical geodetic methods
 SW1139.and adjusted by the National Geodetic Survey in December 1991..
 SW1139
 SW1139
 SW1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1139
 SW1139.The geoid height was determined by GEOID03.
 SW1139
 SW1139;                    North         East     Units Scale Factor Converg.
 SW1139;SPC WA N     -    75,453.514   701,591.995   MT  0.99997582   +1 59 53.2
 SW1139;SPC WA N     -   247,550.40  2,301,806.40   sFT  0.99997582   +1 59 53.2
 SW1139;UTM  11      - 5,277,710.431   413,663.107   MT  0.99969160   -0 50 58.6
 SW1139
 SW1139                          SUPERSEDED SURVEY CONTROL
 SW1139
 SW1139  NAD 83(1986)-  47 38 49.31990(N)    118 08 58.51001(W) AD(       ) 4
 SW1139  NAD 27      -  47 38 49.75500(N)    118 08 54.60000(W) AD(       ) 3
 SW1139
 SW1139.Superseded values are not recommended for survey control.
 SW1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1139.See file dsdata.txt to determine how the superseded data were derived.
 SW1139
 SW1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN1366377710(NAD 83)
 SW1139
 SW1139  HISTORY     - Date     Condition        Report By
 SW1139  HISTORY     - 1950     MONUMENTED       CGS
 SW1139
 SW1139                          STATION DESCRIPTION
 SW1139
 SW1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1139'THE STATION IS LOCATED IN THE SOUTH PART OF DAVENPORT, ABOUT 40
 SW1139'FEET NORTH OF THE MAIN RAILROAD TRACKS.
 SW1139'
 SW1139'THE STATION IS A CONCRETE GRAIN ELEVATOR, ABOUT 140 FEET HIGH, OWNED
 SW1139'BY THE GRANGE MILLING COMPANY.  THE POINT INTERSECTED WAS THE
 SW1139'CENTER AND TOP OF THE HIGHEST PART OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1143 ***********************************************************************
 SW1143  DESIGNATION -  DAVENPORT UNION WHSE W ELEV
 SW1143  PID         -  SW1143
 SW1143  STATE/COUNTY-  WA/LINCOLN
 SW1143  USGS QUAD   -  DAVENPORT (1992)
 SW1143
 SW1143                         *CURRENT SURVEY CONTROL
 SW1143  ___________________________________________________________________
 SW1143* NAD 83(1991)-  47 38 49.73939(N)    118 09 19.54099(W)     ADJUSTED  
 SW1143* NAVD 88     -                                                        
 SW1143  ___________________________________________________________________
 SW1143  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 SW1143  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SW1143
 SW1143  HORZ ORDER  -  THIRD
 SW1143
 SW1143.The horizontal coordinates were established by classical geodetic methods
 SW1143.and adjusted by the National Geodetic Survey in December 1991..
 SW1143
 SW1143
 SW1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1143
 SW1143.The geoid height was determined by GEOID03.
 SW1143
 SW1143;                    North         East     Units Scale Factor Converg.
 SW1143;SPC WA N     -    75,451.526   701,153.040   MT  0.99997580   +1 59 37.5
 SW1143;SPC WA N     -   247,543.88  2,300,366.27   sFT  0.99997580   +1 59 37.5
 SW1143;UTM  11      - 5,277,730.248   413,224.720   MT  0.99969253   -0 51 14.1
 SW1143
 SW1143                          SUPERSEDED SURVEY CONTROL
 SW1143
 SW1143  NAD 83(1986)-  47 38 49.75078(N)    118 09 19.53386(W) AD(       ) 4
 SW1143  NAD 27      -  47 38 50.18700(N)    118 09 15.62200(W) AD(       ) 3
 SW1143
 SW1143.Superseded values are not recommended for survey control.
 SW1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1143.See file dsdata.txt to determine how the superseded data were derived.
 SW1143
 SW1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN1322577730(NAD 83)
 SW1143
 SW1143  HISTORY     - Date     Condition        Report By
 SW1143  HISTORY     - 1950     MONUMENTED       CGS
 SW1143
 SW1143                          STATION DESCRIPTION
 SW1143
 SW1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1143'THE STATION IS LOCATED IN THE SOUTHWEST PART OF DAVENPORT, ABOUT
 SW1143'100 FEET NORTH OF THE MAIN RAILROAD TRACKS.
 SW1143'
 SW1143'THE STATION IS A CONCRETE GRAIN ELEVATOR OWNED BY THE DAVENPORT
 SW1143'UNION WAREHOUSE COMPANY.  THE POINT INTERSECTED WAS THE CENTER AND
 SW1143'TOP OF THE HIGHEST PART OF THE BUILDING WHICH IS ABOUT 150 FEET
 SW1143'ABOVE THE GROUND.
 SW1143'
 SW1143'NOTE- THE ELEVATORS ARE NUMBERED IN ORDER.  WEST TO EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1762 ***********************************************************************
 TR1762  DESIGNATION -  DAVIDSON ROCK LIGHT
 TR1762  PID         -  TR1762
 TR1762  STATE/COUNTY-  WA/ISLAND
 TR1762  USGS QUAD   -  LOPEZ PASS (1973)
 TR1762
 TR1762                         *CURRENT SURVEY CONTROL
 TR1762  ___________________________________________________________________
 TR1762* NAD 83(1991)-  48 24 47.70724(N)    122 48 43.18082(W)     ADJUSTED  
 TR1762* NAVD 88     -                                                        
 TR1762  ___________________________________________________________________
 TR1762  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 TR1762  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 TR1762
 TR1762  HORZ ORDER  -  THIRD
 TR1762
 TR1762.The horizontal coordinates were established by classical geodetic methods
 TR1762.and adjusted by the National Geodetic Survey in December 1991..
 TR1762
 TR1762
 TR1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1762
 TR1762.The geoid height was determined by GEOID03.
 TR1762
 TR1762;                    North         East     Units Scale Factor Converg.
 TR1762;SPC WA N     -   159,013.614   353,547.457   MT  0.99995552   -1 28 23.4
 TR1762;SPC WA N     -   521,697.17  1,159,930.28   sFT  0.99995552   -1 28 23.4
 TR1762;UTM  10      - 5,362,250.200   513,911.979   MT  0.99960238   +0 08 26.2
 TR1762
 TR1762                          SUPERSEDED SURVEY CONTROL
 TR1762
 TR1762  NAD 83(1986)-  48 24 47.70854(N)    122 48 43.18642(W) AD(       ) 4
 TR1762  NAD 27      -  48 24 48.34600(N)    122 48 38.53800(W) AD(       ) 3
 TR1762
 TR1762.Superseded values are not recommended for survey control.
 TR1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1762.See file dsdata.txt to determine how the superseded data were derived.
 TR1762
 TR1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1391262250(NAD 83)
 TR1762
 TR1762  HISTORY     - Date     Condition        Report By
 TR1762  HISTORY     - 1935     MONUMENTED       CGS
 TR1762  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1762  HISTORY     - 1957     SEE DESCRIPTION  USN
 TR1762  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TR1762
 TR1762                          STATION DESCRIPTION
 TR1762
 TR1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 TR1762'STATION IS THE CULMINATION OF THE LANTERN OF THE UNWATCHED LIGHT
 TR1762'ON DAVIDSON ROCK JUST OFF COLVILLE ISLAND, ROSARIO STRAIT.  THE
 TR1762'LIGHT STRUCTURE IS SUPPORTED BY FOUR PILINGS WITH ROCK FOUNDATION,
 TR1762'OF BOXLIKE SHAPE, PAINTED WHITE.  STATION IS UNOCCUPIED AND
 TR1762'UNMARKED.
 TR1762
 TR1762                          STATION RECOVERY (1939)
 TR1762
 TR1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR1762'STATION RECOVERED IN GOOD CONDITION.  IT IS THE TOP OF THE LANTERN
 TR1762'ON THE WHITE STRUCTURE SUPPORTED ON FORM PILING.
 TR1762'
 TR1762'UNOCCUPIED AND UNMARKED.
 TR1762
 TR1762                          STATION RECOVERY (1957)
 TR1762
 TR1762'RECOVERY NOTE BY US NAVY 1957 (CDG)
 TR1762'STATION OBSERVED BUT NOT VISITED.  APPEARS TO BE IN GOOD CONDITION.
 TR1762
 TR1762                          STATION RECOVERY (1974)
 TR1762
 TR1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 TR1762'THE STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED IN THE
 TR1762'STRAIT OF JUAN DE FUCA, ABOUT 1/2 MILE SOUTH OF POINT COLVILLE (THE
 TR1762'SOUTHEAST TIP OF LOPEZ ISLAND), ABOUT 1/2 MILE EAST-SOUTHEAST
 TR1762'OF COLVILLE ROCK.
 TR1762'
 TR1762'THE STATION IS THE FLASHING WHITE LIGHT ATOP A PILING STRUCTURE IN
 TR1762'ABOUT 8 FEET OF WATER.
 TR1762'
 TR1762'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1762'SOUTH END OF LOPEZ ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1882 ***********************************************************************
 SA1882  DESIGNATION -  DAVIN
 SA1882  PID         -  SA1882
 SA1882  STATE/COUNTY-  WA/FRANKLIN
 SA1882  USGS QUAD   -  AYER (1981)
 SA1882
 SA1882                         *CURRENT SURVEY CONTROL
 SA1882  ___________________________________________________________________
 SA1882* NAD 83(1991)-  46 36 54.61142(N)    118 20 06.73262(W)     ADJUSTED  
 SA1882* NAVD 88     -       370.0    (meters)    1214.     (feet)  VERTCON   
 SA1882  ___________________________________________________________________
 SA1882  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 SA1882  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 SA1882
 SA1882  HORZ ORDER  -  THIRD
 SA1882
 SA1882.The horizontal coordinates were established by classical geodetic methods
 SA1882.and adjusted by the National Geodetic Survey in December 1991..
 SA1882
 SA1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1882
 SA1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1882
 SA1882.The geoid height was determined by GEOID03.
 SA1882
 SA1882;                    North         East     Units Scale Factor Converg.
 SA1882;SPC WA S     -   144,751.182   665,789.229   MT  0.99991474   +1 34 21.0
 SA1882;SPC WA S     -   474,904.50  2,184,343.50   sFT  0.99991474   +1 34 21.0
 SA1882;UTM  11      - 5,163,266.588   397,764.355   MT  0.99972847   -0 58 13.6
 SA1882
 SA1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1882!SPC WA S     -   0.99994526  x   0.99991474  =   0.99986001
 SA1882!UTM  11      -   0.99994526  x   0.99972847  =   0.99967375
 SA1882
 SA1882:                Primary Azimuth Mark                     Grid Az
 SA1882:SPC WA S     -  DAVIN AZ MK                              009 37 51.5
 SA1882:UTM  11      -  DAVIN AZ MK                              012 10 26.1
 SA1882
 SA1882|---------------------------------------------------------------------|
 SA1882| PID    Reference Object                     Distance      Geod. Az  |
 SA1882|                                                           dddmmss.s |
 SA1882| CF4752 DAVIN AZ MK                                        0111212.5 |
 SA1882| CF4753 DAVIN RM 1                           21.039 METERS 05857     |
 SA1882| CF4754 DAVIN RM 2                           28.849 METERS 32218     |
 SA1882|---------------------------------------------------------------------|
 SA1882
 SA1882                          SUPERSEDED SURVEY CONTROL
 SA1882
 SA1882  NAD 83(1986)-  46 36 54.61964(N)    118 20 06.72387(W) AD(       ) 3
 SA1882  NAD 27      -  46 36 55.10000(N)    118 20 02.81600(W) AD(       ) 3
 SA1882  NGVD 29 (07/19/86)  369.0    (m)         1211.     (f) VERT ANG       
 SA1882
 SA1882.Superseded values are not recommended for survey control.
 SA1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1882.See file dsdata.txt to determine how the superseded data were derived.
 SA1882
 SA1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM9776463267(NAD 83)
 SA1882_MARKER: DS = TRIANGULATION STATION DISK
 SA1882_SETTING: 0 = UNSPECIFIED SETTING
 SA1882
 SA1882  HISTORY     - Date     Condition        Report By
 SA1882  HISTORY     - 1946     MONUMENTED       CGS
 SA1882  HISTORY     - 1960     GOOD             CGS
 SA1882  HISTORY     - 1970     GOOD             NGS
 SA1882
 SA1882                          STATION DESCRIPTION
 SA1882
 SA1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SA1882'STATION IS LOCATED 3-1/2 MILES (AIR LINE) NE OF HAAS, 1/2 MILE
 SA1882'(AIR LINE) N OF THE SNAKE RIVER AT THE NEAREST POINT, 12 MILES
 SA1882'(AIR LINE) E OF KAHLOTUS, AND 14 MILES (AIR LINE) NW OF STARBUCK,
 SA1882'ON LAND OWNED BY VIRGIL DAVIN OF WALLA WALLA.  IT IS SITUATED ON
 SA1882'THE HIGHEST POINT IN THE VICINITY.
 SA1882'
 SA1882'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 SA1882'CONCRETE.  SURFACE MARK IS STAMPED DAVIN 1946 AND PROJECTS 6 INCHES.
 SA1882'
 SA1882'REFERENCE MARK 1 IS NE OF THE STATION AND 1 FOOT BELOW STATION
 SA1882'ELEVATION.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE.  DISK
 SA1882'IS STAMPED DAVIN NO 1 1946 AND PROJECTS 6 INCHES.
 SA1882'
 SA1882'REFERENCE MARK 2 IS NW OF THE STATION.  IT IS A BRONZE REFERENCE
 SA1882'DISK SET IN CONCRETE.  DISK IS STAMPED DAVIN NO 2 1946 AND
 SA1882'PROJECTS 6 INCHES.
 SA1882'
 SA1882'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE N OF THE STATION.  IT IS
 SA1882'SITUATED AT THE RUINS OF SEVERAL FARM BUILDINGS AND A SHEEP
 SA1882'CORRAL.  IT IS A BRONZE AZIMUTH DISK SET FLUSH IN A ROCK LEDGE
 SA1882'WHICH PROJECTS 2 FEET TOWARD THE S AND FLUSH TOWARD THE N.  IT IS
 SA1882'APPROXIMATELY 100 YARDS NE OF A LONE TREE IN THE SE CORNER OF THE
 SA1882'CORRAL.  DISK IS STAMPED DAVIN 1946.
 SA1882'
 SA1882'TO REACH THE STATION FROM THE POST OFFICE IN KAHLOTUS, GO E FOR
 SA1882'0.2 MILE TO STATE HIGHWAY 11B, TURN LEFT ON HIGHWAY 11B AND GO
 SA1882'8.3 MILES TO A RAILROAD CROSSING, TWO ELEVATORS, AND A ROAD SIGN
 SA1882'LYONS FERRY - WALLA WALLA.  TURN RIGHT AND CROSS THE TRACKS AND
 SA1882'FOLLOW THE LYONS FERRY ROAD FOR 7.60 MILES TO A WIRE GATE AND A
 SA1882'DIM SIGN DAVIN.  TURN RIGHT THROUGH THE GATE AND FOLLOW THE
 SA1882'FIELD ROAD SW FOR 3.0 MILES TO THE RANCH HOUSE.  TURN SHARP
 SA1882'RIGHT THROUGH A BOARD GATE WHICH IS ABOUT 50 YARDS N FROM
 SA1882'THE RANCH HOUSE AND GO UP HILL FOR 0.55 MILE TO ANOTHER
 SA1882'BOARD GATE.  CONTINUE 0.35 MILE, THENCE LEFT ON DIM TRACK ROAD AND
 SA1882'KEEP ALL LEFT FORKS FOR 1.4 MILES TO THE CORRAL.  TURN RIGHT
 SA1882'(S) AND DRIVE CROSS COUNTRY FOR 0.35 MILE TO THE HIGHEST
 SA1882'POINT AND THE STATION AS DESCRIBED.
 SA1882'
 SA1882'HEIGHT OF LIGHT ABOVE STATION MARK 0 METER.
 SA1882
 SA1882                          STATION RECOVERY (1960)
 SA1882
 SA1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SA1882'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 SA1882'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND FOUND
 SA1882'TO BE, NO. 1 (69.02 FEET- 21.038 METERS), AND NO. 2 (94.62
 SA1882'FEET- 28.842 METERS).  DESCRIPTION BY J.T.J. IN 1946 IS ADEQUATE
 SA1882'AND CORRECT EXCEPT FOR THE FOLLOWING.
 SA1882'
 SA1882'TO REACH THE STATION FROM THE POST OFFICE IN KAHLOTUS, GO EAST
 SA1882'FOR 0.2 MILE TO STATE HIGHWAY 11B, TURN LEFT AND GO 8.3 MILES
 SA1882'NORTHEAST TO ROAD ON RIGHT (ROAD TO LYONS FERRY AND PALOUSE FALLS
 SA1882'STATE PARK), TURN RIGHT SOUTHEAST, AND GO 7.6 MILES TO GRAVEL ROAD
 SA1882'ON RIGHT, TURN RIGHT GO 3.3 MILES SOUTHERLY TO RANCH HOUSE, TURN
 SA1882'RIGHT AND GO NORTHWEST THROUGH FARMYARD TO LEFT ONE OF TWO
 SA1882'WOODEN GATES.  GO THROUGH GATE AND UP HILL FOR 0.55 MILE TO
 SA1882'BOARD GATE, CONTINUE 0.15 MILE TO FORK IN ROAD, GO LEFT 1.6
 SA1882'MILES SOUTH AND WEST TO CORRAL AND AZIMUTH MARK ON RIGHT, GO
 SA1882'LEFT (SOUTH) ACROSS COUNTRY FOR 0.35 MILE TO HIGHEST POINT AND
 SA1882'STATION.
 SA1882
 SA1882                          STATION RECOVERY (1970)
 SA1882
 SA1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RBM)
 SA1882'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 SA1882'GOOD CONDITION.  THE TO REACH DESCRIPTION OF 1960 IS ADEQUATE.
 SA1882'
 SA1882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA1882'1-1/2 MILES NORTHEAST OF AYER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4617 ***********************************************************************
 SY4617  DESIGNATION -  DAVIS
 SY4617  PID         -  SY4617
 SY4617  STATE/COUNTY-  WA/KING
 SY4617  USGS QUAD   -  TACOMA NORTH (1994)
 SY4617
 SY4617                         *CURRENT SURVEY CONTROL
 SY4617  ___________________________________________________________________
 SY4617* NAD 83(1991)-  47 35 13.74098(N)    122 22 52.53885(W)     ADJUSTED  
 SY4617* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 SY4617  ___________________________________________________________________
 SY4617  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 SY4617  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SY4617
 SY4617  HORZ ORDER  -  THIRD
 SY4617
 SY4617.The horizontal coordinates were established by classical geodetic methods
 SY4617.and adjusted by the National Geodetic Survey in December 1991..
 SY4617
 SY4617.The orthometric height was scaled from a topographic map.
 SY4617
 SY4617.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4617
 SY4617.The geoid height was determined by GEOID03.
 SY4617
 SY4617;                    North         East     Units Scale Factor Converg.
 SY4617;SPC WA N     -    66,451.490   383,576.370   MT  0.99998488   -1 09 08.9
 SY4617;SPC WA N     -   218,016.26  1,258,450.14   sFT  0.99998488   -1 09 08.9
 SY4617;UTM  10      - 5,270,600.813   546,522.122   MT  0.99962660   +0 27 24.6
 SY4617
 SY4617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4617!SPC WA N     -   0.99999397  x   0.99998488  =   0.99997885
 SY4617!UTM  10      -   0.99999397  x   0.99962660  =   0.99962057
 SY4617
 SY4617:                Primary Azimuth Mark                     Grid Az
 SY4617:SPC WA N     -  SMITHS                                   002 15 26.4
 SY4617:UTM  10      -  SMITHS                                   000 38 52.9
 SY4617
 SY4617|---------------------------------------------------------------------|
 SY4617| PID    Reference Object                     Distance      Geod. Az  |
 SY4617|                                                           dddmmss.s |
 SY4617| SY4777 SMITHS                              APPROX. 4.4 KM 0010617.5 |
 SY4617| SY4804 WEST STREET RR CO CHIMNEY           APPROX. 5.7 KM 0032629.0 |
 SY4617| SY4358 POULTRY TANK                        APPROX. 3.9 KM 0231032.8 |
 SY4617| SY4329 AMERICAN CAN CO TANK                APPROX. 3.7 KM 0344018.3 |
 SY4617| SY4313 BELL STREET DOCK TANK               APPROX. 3.6 KM 0415452.9 |
 SY4617| SY4246 RHODES WEST RADIO TOWER             APPROX. 3.9 KM 0541534.3 |
 SY4617| SY4243 RHODES TANK APEX                    APPROX. 4.0 KM 0545549.7 |
 SY4617| SY4240 RHODES EAST RADIO TOWER             APPROX. 4.0 KM 0545727.0 |
 SY4617| SY4222 NORTHERN LIFE TOWER CENTER FP       APPROX. 4.1 KM 0562705.0 |
 SY4617| SY4513 SEATTLE SMITH BUILDING FLAGPOLE     APPROX. 4.1 KM 0660607.7 |
 SY4617| SY4509 SKINNER AND EDDYS SHIPYARD TK       APPROX. 3.1 KM 0815309.8 |
 SY4617| SY4457 ALBERS MILL FLAGPOLE                APPROX. 3.0 KM 0861722.1 |
 SY4617| SY4271 ALBERS TANK                         APPROX. 3.0 KM 0875534.6 |
 SY4617| SY4477 SEARS ROEBUCK FLAGPOLE              APPROX. 3.5 KM 1013525.6 |
 SY4617| SY4374 RED TANK CC                         APPROX. 1.0 KM 1042811.3 |
 SY4617| SY4372 COLMAN CREOSOTE WORKS CEN STK       APPROX. 1.1 KM 1080954.8 |
 SY4617| SY4514 WHITE TOPPED RED TANK               APPROX. 3.9 KM 1085941.1 |
 SY4617| SY4498 SPOKANE STREET DOCK WATER TANK      APPROX. 3.3 KM 1181714.6 |
 SY4617| SY4506 WEST SEATTLE ELEVATOR S GABLE       APPROX. 0.6 KM 1182413.3 |
 SY4617| SY4489 TANK NORTH OF TRANSMISSION TWR      APPROX. 2.2 KM 1245739.1 |
 SY4617| SY4280 DIAMOND CEMENT STACK                APPROX. 3.6 KM 1252824.8 |
 SY4617| SY4346 FISHERS MILL SOUTH FLAGPOLE         APPROX. 2.3 KM 1253650.5 |
 SY4617| SY4450 FISHERS MILL TALL TANK              APPROX. 2.3 KM 1253900.6 |
 SY4617| SY4495 SPOKANE BRIDGE HIGH E POWER TOWER R APPROX. 2.7 KM 1285104.6 |
 SY4617| CF7285 CLOTHES LINE POST                                  12951     |
 SY4617| SY4503 SPOKANE BRIDGE HIGH W POWER TOWER R APPROX. 2.6 KM 1313257.9 |
 SY4617| SY4349 COLBY                               APPROX. 2.6 KM 1363437.6 |
 SY4617| CF7818 MR DAVIS HOUSE                                     26530     |
 SY4617| CF6514 DAVIS RM                                           26952     |
 SY4617| SY4611 MRS STARRS RESIDENCE CUPOLA         327.951 METERS 31928     |
 SY4617| SY4594 OLD HOTEL CUPOLA                    APPROX. 0.8 KM 3500135.5 |
 SY4617| SY4753 GLASS FACTORY CHIMNEY               APPROX. 5.0 KM 3543049.7 |
 SY4617|---------------------------------------------------------------------|
 SY4617
 SY4617                          SUPERSEDED SURVEY CONTROL
 SY4617
 SY4617  NAD 83(1986)-  47 35 13.73533(N)    122 22 52.54464(W) AD(       ) 3
 SY4617  NAD 27      -  47 35 14.38200(N)    122 22 48.09000(W) AD(       ) 3
 SY4617
 SY4617.Superseded values are not recommended for survey control.
 SY4617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4617.See file dsdata.txt to determine how the superseded data were derived.
 SY4617
 SY4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4652270601(NAD 83)
 SY4617_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4617
 SY4617  HISTORY     - Date     Condition        Report By
 SY4617  HISTORY     - 1917     MONUMENTED       CGS
 SY4617  HISTORY     - 1928     SEE DESCRIPTION  CGS
 SY4617  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY4617  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4617
 SY4617                          STATION DESCRIPTION
 SY4617
 SY4617'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (JAD)
 SY4617'STATION DAVIS IS LOCATED UPON MR. DAVIS LAWN IN WEST SEATTLE
 SY4617'BETWEEN HIS RESIDENCE AND THE STEEP BANK.
 SY4617'
 SY4617'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4617'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY4617'
 SY4617'STATION IS BEST REACHED BY WEST SEATTLE FERRY AND GOING
 SY4617'SOUTHWESTWARD UP THE HILL, THEN BEARING TO LEFT TO EDGE OF CLIFF
 SY4617'WHERE MR. DAVIS LAWN EXTENDS FARTHEST OUT TO THE EASTWARD OF ANY
 SY4617'LAWN IN THAT VICINITY.
 SY4617'
 SY4617'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.0 METERS.
 SY4617
 SY4617                          STATION RECOVERY (1928)
 SY4617
 SY4617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (FHH)
 SY4617'STATION IS LOCATED ON THE LAWN IN BACK OF THE HOUSE AT 1724 ARCH
 SY4617'AVENUE IN WEST SEATTLE, WHICH IS BETWEEN WEST HOLGATE STREET AND
 SY4617'WALNUT AVENUE.  THE HOUSE IS A SMALL GRAY-COLORED BUNGALOW.  THE
 SY4617'CLOTHES LINE POST REFERRED TO IN THE ORIGINAL DESCRIPTION IS STILL
 SY4617'STANDING.
 SY4617'
 SY4617'TO REACH THE STATION, GO OUT TO HOLGATE STREET ON CALIFORNIA AVENUE
 SY4617'AND THEN E ON WEST HOLGATE STREET TO ARCH AVENUE.
 SY4617
 SY4617                          STATION RECOVERY (1934)
 SY4617
 SY4617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4617'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE MARK IS NOW IN THE
 SY4617'CENTER OF A WELL-KEPT LAWN, AND THE PROPERTY OWNER OBJECTS TO ITS
 SY4617'CONTINUED OCCUPATION.  THE STAKES FOR THE TRIPOD AND GUY WIRES,
 SY4617'AND THE WALKING AROUND THE INSTRUMENT IN THE PROCESS OF OBSERVING
 SY4617'DO CONSIDERABLE DAMAGE TO THE LAWN.  DUE TO THE NUMBER OF STATIONS
 SY4617'IN THE VICINITY, IT IS RECOMMENDED THAT THIS STATION BE OMITTED IN
 SY4617'FUTURE WORK.
 SY4617
 SY4617                          STATION RECOVERY (1952)
 SY4617
 SY4617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4617'IN THE LAWN TO THE REAR OF THE HOUSE AT 1724 ARCH AVENUE IN WEST
 SY4617'SEATTLE, FORMERLY OWNED BY A MR. DAVIS, NOW OWNED BY A MRS. COOK
 SY4617'AND OCCUPIED BY TENANTS.  STATION MARK IS FLUSH WITH THE SURFACE OF
 SY4617'THE LAWN AND IS 6.95 METERS NE FROM THE NE CORNER OF THE HOUSE AND
 SY4617'6.8 METERS (22.5 FEET) A BIT W OF N FROM A CHERRY TREE 8 INCHES IN
 SY4617'DIAMETER.  THE REFERENCE MARK HAS BEEN REMOVED (DESTROYED) IN
 SY4617'BUILDING A RETAINING WALL.  THE CORNER OF THE HOUSE AND CHERRY TREE
 SY4617'PROVIDE ADEQUATE WITNESS MARKS FOR THE RECOVERY OF THE STATION.
 SY4617'
 SY4617'THE STATION MAY BE USED (PREVIOUSLY CAUTIONED AGAINST DOING SO) AS
 SY4617'REQUIRED, BUT FOOTBOARDS SHOULD BE LAID DOWN TO WALK UPON DURING
 SY4617'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5423 ***********************************************************************
 SY5423  DESIGNATION -  DAVIS
 SY5423  PID         -  SY5423
 SY5423  STATE/COUNTY-  WA/KITSAP
 SY5423  USGS QUAD   -  POULSBO (1981)
 SY5423
 SY5423                         *CURRENT SURVEY CONTROL
 SY5423  ___________________________________________________________________
 SY5423* NAD 83(1991)-  47 38 13.29664(N)    122 42 02.92097(W)     ADJUSTED  
 SY5423* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5423  ___________________________________________________________________
 SY5423  LAPLACE CORR-         -16.17  (seconds)                    DEFLEC99
 SY5423  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 SY5423
 SY5423  HORZ ORDER  -  SECOND
 SY5423
 SY5423.The horizontal coordinates were established by classical geodetic methods
 SY5423.and adjusted by the National Geodetic Survey in December 1991..
 SY5423
 SY5423.The orthometric height was scaled from a topographic map.
 SY5423
 SY5423.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5423
 SY5423.The geoid height was determined by GEOID03.
 SY5423
 SY5423;                    North         East     Units Scale Factor Converg.
 SY5423;SPC WA N     -    72,528.490   359,681.010   MT  0.99997726   -1 23 25.4
 SY5423;SPC WA N     -   237,953.89  1,180,053.45   sFT  0.99997726   -1 23 25.4
 SY5423;UTM  10      - 5,276,001.904   522,474.218   MT  0.99960621   +0 13 15.8
 SY5423
 SY5423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5423!SPC WA N     -   1.00000289  x   0.99997726  =   0.99998015
 SY5423!UTM  10      -   1.00000289  x   0.99960621  =   0.99960910
 SY5423
 SY5423|---------------------------------------------------------------------|
 SY5423| PID    Reference Object                     Distance      Geod. Az  |
 SY5423|                                                           dddmmss.s |
 SY5423| CF6515 DAVIS RM 1                           10.278 METERS 00203     |
 SY5423| SY5440 SILVERDALE CITY WAREHSE S GAB       APPROX. 0.7 KM 0400149.1 |
 SY5423| SY5317 FAIRVIEW                            APPROX. 2.6 KM 1340433.7 |
 SY5423| CF6516 DAVIS RM 2                           17.107 METERS 19011     |
 SY5423|---------------------------------------------------------------------|
 SY5423
 SY5423                          SUPERSEDED SURVEY CONTROL
 SY5423
 SY5423  NAD 83(1986)-  47 38 13.29230(N)    122 42 02.92748(W) AD(       ) 2
 SY5423  NAD 27      -  47 38 13.95400(N)    122 41 58.41200(W) AD(       ) 2
 SY5423
 SY5423.Superseded values are not recommended for survey control.
 SY5423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5423.See file dsdata.txt to determine how the superseded data were derived.
 SY5423
 SY5423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2247476002(NAD 83)
 SY5423_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5423
 SY5423  HISTORY     - Date     Condition        Report By
 SY5423  HISTORY     - 1935     MONUMENTED       CGS
 SY5423  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SY5423  HISTORY     - 1951     SEE DESCRIPTION  BPA
 SY5423  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY5423  HISTORY     - 19960916 MARK NOT FOUND   USPSQD
 SY5423
 SY5423                          STATION DESCRIPTION
 SY5423
 SY5423'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5423'LOCATED IN PUGET SOUND NW OF BREMERTON ON THE POINT ON THE W SIDE
 SY5423'OF DYES INLET 1/2 MILE S OF SILVERDALE IN FRONT OF THE RESIDENCE
 SY5423'OF R.H. DAVIS.  AT THE HIGH-WATER LINE AT THE FOOT OF THE BLUFF,
 SY5423'AT THE HEAD OF A LAGOON AND AT THE BASE OF THE SPIT ENCLOSING IT,
 SY5423'28 METERS N OF A STREAM IN A RAVINE.
 SY5423'
 SY5423'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5423'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY5423'
 SY5423'THE STATION MARK IS FLUSH WITH THE GROUND.
 SY5423'
 SY5423'REFERENCE MARK NO.1 IS N OF THE STATION ON THE HIGH-WATER LINE OF
 SY5423'THE LAGOON AT THE FOOT OF THE BLUFF.
 SY5423'
 SY5423'REFERENCE MARK NO.2 IS S OF THE STATION INSIDE THE HIGH-WATER
 SY5423'LINE AND 18 METERS N OF THE STREAM AT THE MOUTH OF THE RAVINE.
 SY5423
 SY5423                          STATION RECOVERY (1946)
 SY5423
 SY5423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (MVJ)
 SY5423'STATION RECOVERED AS DESCRIBED.  DAVIS NO LONGER RESIDES HERE.  BOTH
 SY5423'REFERENCE MONUMENTS HAVE BEEN OBLITERATED.  HIGH SCHOOL FLAGPOLE IS
 SY5423'EVIDENTLY IN A NEW POSITION IN FRONT OF NEW SCHOOL.  OBVIOUSLY, AN
 SY5423'ADDITION HAS BEEN ADDED TO THE SILVERDALE WAREHOUSE AS NEW
 SY5423'SHINGLES AND PAINT ARE IN EVIDENCE.  ANGLES CUT FROM CHURCH SPIRE
 SY5423'INTERSECTED OLD AND NEW ROOF LINES.  CHURCH HAS NOT BEEN MOVED
 SY5423'(YET).
 SY5423
 SY5423                          STATION RECOVERY (1951)
 SY5423
 SY5423'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1951 (HAH)
 SY5423'STATION DESTROYED.
 SY5423
 SY5423                          STATION RECOVERY (1955)
 SY5423
 SY5423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY5423'THE STATION MARK WAS FOUND IN A BROKEN PORTION OF THE CONCRETE POST,
 SY5423'WHICH WAS BROUGHT IN.  A THOROUGH SEARCH WAS MADE TO RECOVER
 SY5423'REFERENCE MARKS 1 AND 2 WHICH WERE NOT FOUND.  A NEW STATION, DAVIS
 SY5423'2, WAS PLACED IN THE IMMEDIATE VICINITY.
 SY5423
 SY5423                          STATION RECOVERY (1996)
 SY5423
 SY5423'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1441 ***********************************************************************
 SW1441  DESIGNATION -  DAVIS
 SW1441  PID         -  SW1441
 SW1441  STATE/COUNTY-  WA/GRANT
 SW1441  USGS QUAD   -  MOLD (1965)
 SW1441
 SW1441                         *CURRENT SURVEY CONTROL
 SW1441  ___________________________________________________________________
 SW1441* NAD 83(1991)-  47 41 23.00740(N)    119 15 16.12428(W)     ADJUSTED  
 SW1441* NAVD 88     -       708.1    (meters)    2323.     (feet)  VERTCON   
 SW1441  ___________________________________________________________________
 SW1441  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 SW1441  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 SW1441
 SW1441  HORZ ORDER  -  SECOND
 SW1441
 SW1441.The horizontal coordinates were established by classical geodetic methods
 SW1441.and adjusted by the National Geodetic Survey in December 1991..
 SW1441
 SW1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1441
 SW1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1441
 SW1441.The geoid height was determined by GEOID03.
 SW1441
 SW1441;                    North         East     Units Scale Factor Converg.
 SW1441;SPC WA S     -   262,674.010   593,508.980   MT  1.00010117   +0 54 17.1
 SW1441;SPC WA S     -   861,789.65  1,947,204.05   sFT  1.00010117   +0 54 17.1
 SW1441;UTM  11      - 5,284,277.278   330,824.128   MT  0.99995171   -1 40 03.4
 SW1441
 SW1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1441!SPC WA S     -   0.99989213  x   1.00010117  =   0.99999329
 SW1441!UTM  11      -   0.99989213  x   0.99995171  =   0.99984385
 SW1441
 SW1441|---------------------------------------------------------------------|
 SW1441| PID    Reference Object                     Distance      Geod. Az  |
 SW1441|                                                           dddmmss.s |
 SW1441| CF1321 DAVIS RM 1                           25.443 METERS 15914     |
 SW1441| SW0466 ODAIR                               APPROX. 7.7 KM 1815609.9 |
 SW1441| SW1451 COULEE CITY HIGH SCHOOL FP          APPROX. 9.0 KM 1990519.1 |
 SW1441|---------------------------------------------------------------------|
 SW1441
 SW1441                          SUPERSEDED SURVEY CONTROL
 SW1441
 SW1441  NAD 83(1986)-  47 41 23.01625(N)    119 15 16.11683(W) AD(       ) 2
 SW1441  NAD 27      -  47 41 23.48600(N)    119 15 12.01700(W) AD(       ) 2
 SW1441  NGVD 29 (07/19/86)  706.9    (m)         2319.     (f) VERT ANG       
 SW1441
 SW1441.Superseded values are not recommended for survey control.
 SW1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1441.See file dsdata.txt to determine how the superseded data were derived.
 SW1441
 SW1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN3082484277(NAD 83)
 SW1441_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1441
 SW1441  HISTORY     - Date     Condition        Report By
 SW1441  HISTORY     - 1934     MONUMENTED       BOR
 SW1441  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SW1441
 SW1441                          STATION DESCRIPTION
 SW1441
 SW1441'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1441'STATION IS ON THE HIGHEST POINT OF THE S END OF THE GRAND COULEE
 SW1441'EAST WALL.
 SW1441'
 SW1441'TO REACH STATION FROM THE POST OFFICE IN COULEE CITY, TAKE MAIN
 SW1441'ROAD E AND N TO JUNCTION WITH U.S. HIGHWAY 10 AT 1.2 MILES.  THENCE
 SW1441'NE ALONG U.S. HIGHWAY 10.  AT 1.7 MILES JUNCTION OF GRAND COULEE
 SW1441'DAM HIGHWAY.  CONTINUE NE ON U.S. 10.  AT 4.4 TURN LEFT ON DIRT
 SW1441'ROAD RUNNING DUE N.  AT 6.5 TURN LEFT THROUGH GATE AND ALONG LANE
 SW1441'RUNNING W, THROUGH GATE AT 6.7 AND CONTINUE W TO FENCE CORNER
 SW1441'AT 7.0.  TURN RIGHT (N) AND FOLLOW ALONG W SIDE OF FENCE LINE
 SW1441'TO 7.1.  TURN W HERE AND SKIRT ALONG S SIDE OF A WHEAT FIELD,
 SW1441'FOLLOWING CAR TRACKS NW, CROSSING RAVINE AND UP SLOPE W TO
 SW1441'A N-S FENCE LINE AT 7.4.  FOLLOW FENCE N TO 7.5, THEN CONTINUE
 SW1441'NW ACROSS SEABROCK TO STATION AT 7.7.  A 15-FOOT TOWER
 SW1441'REQUIRED TO SEE HARTLINE.
 SW1441'
 SW1441'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 11A,
 SW1441'RESPECTIVELY.
 SW1441'
 SW1441'HEIGHT OF STAND ABOVE STATION MARK - 5.90 METERS.
 SW1441
 SW1441                          STATION RECOVERY (1937)
 SW1441
 SW1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CMB)
 SW1441'ADD TO ORIGINAL DESCRIPTION--STATION IS LOCATED IN SW 1/4 SEC. 1,
 SW1441'T. 25 N., R. 28 E. W.M., ON W EDGE OF ROUNDED RIDGE AND OVERLOOKING
 SW1441'THE GRAND COULEE.
 SW1441'
 SW1441'ROUTE OF OLD LOG WAS CULTIVATED AND IMPASSABLE SO FOLLOWING
 SW1441'LOG SHOULD BE SUBSTITUTED.  IT IS ALSO OVER CULTIVATED FIELDS BUT
 SW1441'A BETTER GRADE.
 SW1441'
 SW1441'TO REACH FROM THE POST OFFICE IN COULEE CITY (0.0 MILES), DRIVE
 SW1441'E ON HIGHWAY AND FOLLOW U.S. HIGHWAY 10.  4.40, TURN LEFT (N) OFF
 SW1441'U.S. 10 ON DIRT ROAD.  6.60, TURN LEFT (W).  6.85, THROUGH N
 SW1441'(RIGHT) OF TWO GATES AND FOLLOW ROAD N ALONG W SIDE OF FENCE.
 SW1441'7.30, LEAVE FENCE AND FOLLOW TOP OF RIDGE W, ACROSS CULTIVATED
 SW1441'FIELD.  7.80, TURN SW ALONG EDGE OF FIELD.  8.00, LEAVE
 SW1441'FIELD AND BEAR SW TO STATION AT 8.10 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0488 ***********************************************************************
 TQ0488  DESIGNATION -  DAVIS
 TQ0488  PID         -  TQ0488
 TQ0488  STATE/COUNTY-  WA/WHATCOM
 TQ0488  USGS QUAD   -  DIABLO DAM (1963)
 TQ0488
 TQ0488                         *CURRENT SURVEY CONTROL
 TQ0488  ___________________________________________________________________
 TQ0488* NAD 83(1991)-  48 43 46.01604(N)    121 12 10.11312(W)     ADJUSTED  
 TQ0488* NAVD 88     -      2150.44   (+/-2cm)    7055.2    (feet)  VERTCON   
 TQ0488  ___________________________________________________________________
 TQ0488  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 TQ0488  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 TQ0488
 TQ0488  HORZ ORDER  -  FIRST
 TQ0488  VERT ORDER  -  THIRD ? (See Below)
 TQ0488
 TQ0488.The horizontal coordinates were established by classical geodetic methods
 TQ0488.and adjusted by the National Geodetic Survey in December 1991..
 TQ0488
 TQ0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0488.The vertical order pertains to the NGVD 29 superseded value.
 TQ0488
 TQ0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0488
 TQ0488.The geoid height was determined by GEOID03.
 TQ0488
 TQ0488;                    North         East     Units Scale Factor Converg.
 TQ0488;SPC WA N     -   192,356.672   472,818.785   MT  0.99999927   -0 16 30.3
 TQ0488;SPC WA N     -   631,090.18  1,551,239.63   sFT  0.99999927   -0 16 30.3
 TQ0488;UTM  10      - 5,398,938.701   632,158.786   MT  0.99981458   +1 21 03.5
 TQ0488
 TQ0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0488!SPC WA N     -   0.99966585  x   0.99999927  =   0.99966512
 TQ0488!UTM  10      -   0.99966585  x   0.99981458  =   0.99948049
 TQ0488
 TQ0488|---------------------------------------------------------------------|
 TQ0488| PID    Reference Object                     Distance      Geod. Az  |
 TQ0488|                                                           dddmmss.s |
 TQ0488| CF4275 DAVIS RM 1                           17.891 METERS 00400     |
 TQ0488| TQ0493 DEVIL                               APPROX.18.7 KM 1964740.5 |
 TQ0488| CF4122 S 9                                                2054850.4 |
 TQ0488| CF4276 DAVIS RM 2                            6.500 METERS 24329     |
 TQ0488|---------------------------------------------------------------------|
 TQ0488
 TQ0488                          SUPERSEDED SURVEY CONTROL
 TQ0488
 TQ0488  NAD 83(1986)-  48 43 46.01791(N)    121 12 10.10812(W) AD(       ) 1
 TQ0488  NAD 27      -  48 43 46.55800(N)    121 12 05.66200(W) AD(       ) 1
 TQ0488  NGVD 29 (07/19/86) 2149.21   (m)         7051.2    (f) LEVELING    3  
 TQ0488
 TQ0488.Superseded values are not recommended for survey control.
 TQ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0488.See file dsdata.txt to determine how the superseded data were derived.
 TQ0488
 TQ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU3215998939(NAD 83)
 TQ0488_MARKER: DD = SURVEY DISK
 TQ0488_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0488_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 TQ0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0488+STABILITY: POSITION/ELEVATION WELL
 TQ0488
 TQ0488  HISTORY     - Date     Condition        Report By
 TQ0488  HISTORY     - 1904     MONUMENTED       CGS
 TQ0488  HISTORY     - 1926     GOOD             CGS
 TQ0488  HISTORY     - 1939     GOOD             USGS
 TQ0488  HISTORY     - 1950     GOOD             CGS
 TQ0488  HISTORY     - 1950     GOOD             USGS
 TQ0488  HISTORY     - 1962     GOOD             USGS
 TQ0488  HISTORY     - 1969     GOOD             USGS
 TQ0488
 TQ0488                          STATION DESCRIPTION
 TQ0488
 TQ0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (ECB)
 TQ0488'ON THE HIGHEST ROCKY MOUNTAIN TOP 3 MILES WEST OF THE DAVIS RANCH ON
 TQ0488'THE SKAGIT RIVER AND ABOUT 22 MILES UP THE RIVER FROM MARBLEMOUNT,
 TQ0488'WASHINGTON.  IT HAS HERETOFORE BEEN REACHED BY A HARD CLIMB ON FOOT
 TQ0488'FROM THE DAVIS RANCH.
 TQ0488'
 TQ0488'STATION MARK--AN ALUMINUM DISK MARKED---U.S. AND C.B.---WEDGED IN A
 TQ0488'DRILL HOLE IN OUTCROPPING BEDROCK, WITH A 7 - FOOT CAIRN BUILT OVER
 TQ0488'IT.  THE STATION WAS RECOVERED IN 1926 BY THE US COAST AND GEODETIC
 TQ0488'SURVEY AND USED AS A FIRST - ORDER TRIANGULATION STATION.  THEY USED
 TQ0488'THE ORIGINAL STATION MARK AND SET TWO REFERENCE MARKS--THE FIRST, A
 TQ0488'STANDARD BRONZE - DISK REFERENCE MARK WEDGED IN A DRILL HOLE IN
 TQ0488'OUTCROPPING BEDROCK WITH THE ARROW POINTING TOWARD THE STATION, IS
 TQ0488'17.898 METERS IN BEARING 183 DEGREES 31 MINUTES FROM THE STATION.  THE
 TQ0488'SECOND, A STANDARD BRONZE - DISK REFERENCE MARK WEDGED IN A DRILL
 TQ0488'HOLE IN OUTCROPPING BEDROCK WITH THE ARROW POINTING TOWARD THE
 TQ0488'STATION, IS 6.511 METERS IN BEARING 63 DEGREES 30 MINUTES FROM THE
 TQ0488'STATION.
 TQ0488
 TQ0488                          STATION RECOVERY (1926)
 TQ0488
 TQ0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (PCD)
 TQ0488'ON THE HIGHEST ROCKY MOUNTAIN TOP 3 MILES WEST OF THE DAVIS RANCH
 TQ0488'ON THE SKAGIT RIVER AND ABOUT 22 MILES UP THE RIVER FROM
 TQ0488'MARBLEMOUNT, WASHINGTON.  IT HAS HERETOFORE BEEN REACHED BY A
 TQ0488'HARD CLIMB ON FOOT FROM THE DAVIS RANCH.
 TQ0488'
 TQ0488'STATION MARK--AN ALUMINUM DISK MARKED U.S. AND C.B., WEDGED
 TQ0488'IN A DRILL HOLE IN OUTCROPPING BEDROCK, WITH A 7-FOOT CAIRN
 TQ0488'BUILT OVER IT.  THE STATION WAS RECOVERED IN 1926 BY THE
 TQ0488'U.S. COAST AND GEODETIC SURVEY AND USED AS A FIRST-ORDER
 TQ0488'TRIANGULATION STATION.  THEY USED THE ORIGINAL STATION MARK AND
 TQ0488'SET TWO REFERENCE MARKS--THE FIRST, A STANDARD BRONZE-DISK
 TQ0488'REFERENCE MARK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 TQ0488'WITH THE ARROW POINTING TOWARD THE STATION, IS 17.898 METERS
 TQ0488'FROM THE STATION.  THE SECOND, A
 TQ0488'STANDARD BRONZE-DISK REFERENCE MARK WEDGED IN A DRILL HOLE
 TQ0488'IN OUTCROPPING BEDROCK WITH THE ARROW POINTING TOWARD THE
 TQ0488'STATION, IS 6.511 METERS FROM THE STATION.
 TQ0488
 TQ0488                          STATION RECOVERY (1939)
 TQ0488
 TQ0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 TQ0488'RECOVERED AS DESCRIBED BY CGS.  RMS AGREE WITH CGS.
 TQ0488
 TQ0488                          STATION RECOVERY (1950)
 TQ0488
 TQ0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TQ0488'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 TQ0488'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME AND
 TQ0488'DESCRIBED BELOW.  A COMPLETE DESCRIPTION FOLLOWS.
 TQ0488'
 TQ0488'STATION IS LOCATED ON THE HIGHEST POINT OF DAVIS MOUNTAIN.  A
 TQ0488'PROMINENT PEAK THAT LIES BETWEEN GORGE AND STETATTLE CREEKS.  IT
 TQ0488'IS, AIRLINE, ABOUT 5 MILES NORTHEAST OF NEWHALEM, 3 MILES
 TQ0488'NORTHWEST OF DIABLO DAM AND 2 MILES NORTH OF GORGE CREEK DAM.
 TQ0488'
 TQ0488'STATION MARK IS A U.S. AND C.B. SURVEY DISK.  IT HAS NO STAMPING
 TQ0488'ON IT.  IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 TQ0488'PROJECTS 6 INCHES ABOVE THE GROUND.
 TQ0488'
 TQ0488'REFERENCE MARK (NUMBER 1), STAMPED DAVIS 1925, IS A STANDARD DISK
 TQ0488'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 3 FEET
 TQ0488'ABOVE THE GROUND AND IS 2-1/2 FEET LOWER IN ELEVATION THAN THE
 TQ0488'STATION.
 TQ0488'
 TQ0488'REFERENCE MARK (NUMBER 2), STAMPED DAVIS 1925, IS A STANDARD DISK
 TQ0488'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2
 TQ0488'FEET ABOVE THE GROUND AND IS 2 FEET LOWER IN ELEVATION THAN THE
 TQ0488'STATION.
 TQ0488'
 TQ0488'U.S.E. SURVEY MARK, STAMPED S9 1945, IS USED FOR AN AZIMUTH
 TQ0488'MARK.  IT IS CEMENTED IN A DRILL HOLE IN A CONCRETE ABUTMENT OF A
 TQ0488'BRIDGE CROSSING THE SKAGIT RIVER TO THE CITY LIGHT POWERHOUSE IN
 TQ0488'NEWHALEM.  IT IS 12 FEET NORTH OF THE CENTERLINE OF THE ROAD AT
 TQ0488'THE WEST END OF THE BRIDGE AND FLUSH WITH THE GROUND.
 TQ0488'
 TQ0488'THE STATION IS REACHED AS FOLLOWS--FROM THE TOWN OF NEWHALEM TAKE
 TQ0488'THE CITY OF SEATTLE TRAIN UP THE SKAGIT RIVER FOR ABOUT 4 MILES
 TQ0488'TO THE FERRY BAR TRAIL.  THE OPERATER OF THE TRAIN WILL KNOW WHERE
 TQ0488'TO STOP.  FROM HERE TAKE THE TRAIL UP HILL FOR 1/4 MILE TO TRAIL
 TQ0488'FORKS.  TAKE THE RIGHT FORK TO THE FIRST POWER LINE TOWER AFTER
 TQ0488'LEAVING THE RAILROAD TRACKS.  CONTINUE ON THE TRAIL ALONG THE
 TQ0488'POWER LINE TO THE SECOND TOWER.  FROM THIS TOWER GO UP CREST OF
 TQ0488'RIDGE NORTH TO NORTHEAST TO WITHIN APPROXIMATELY 250 YARDS
 TQ0488'OF THE CREST OF THE MAIN RIDGE THAT RUNS SOUTHEAST AND
 TQ0488'NORTHWEST.  FROM HERE BEAR NORTHWEST UP STEEP SLOPE, KEEPING
 TQ0488'ALONG THE SOUTH SIDE OF THE MAIN DIVIDE, GOING WEST AND NORTHWEST
 TQ0488'TO THE SUMMIT OF RIDGE ABOUT 1 MILE SOUTHEAST OF STATION.
 TQ0488'THIS IS THE MOST SUITABLE PLACE FOR A TEMPORARY CAMPSITE AND
 TQ0488'THE STATION HILL CAN BE SEEN FROM HERE.  FROM HERE GO
 TQ0488'DOWN-GRADE INTO OLD GLACIER BEDS AND BALD GRANITE CROSS
 TQ0488'RIDGES, KEEPING WELL UP ON SLOPE, TO A NOTICEABLE GAP IN THE
 TQ0488'MAIN RIDGE THAT EXTENDS SOUTH FROM THE PEAK.  FROM THE GAP
 TQ0488'CLIMB NORTHERLY UP STEEP SLOPES OF THE RIDGE, KEEPING SLIGHTLY TO
 TQ0488'THE RIGHT OF THE CREST ALONG A NARROW BENCH FOR A SHORT
 TQ0488'DISTANCE, THEN ASCEND THE CREST AND FOLLOW CREST NORTH TO THE
 TQ0488'HIGHEST POINT AND THE STATION.
 TQ0488'
 TQ0488'A SHORT PORTION OF THIS ROUTE FROM THE GAP TO THE STATION IS
 TQ0488'VERY DIFFICULT TO MAKE WITH A HEAVY PACK AND ALSO DANGEROUS.  A
 TQ0488'50 FOOT ROPE FOR HOISTING PACKS UP TWO OR THREE PLACES IS
 TQ0488'ADVISABLE.  SEVERAL ROCK DUCKS WERE PLACED ALONG ROUTE FROM GAP
 TQ0488'TO STATION.
 TQ0488'
 TQ0488'NOTE--THE DIRECTION AND DISTANCE TO THE REFERENCE MARKS WERE
 TQ0488'DOUBLE CHECKED
 TQ0488
 TQ0488                          STATION RECOVERY (1950)
 TQ0488
 TQ0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 TQ0488'RECOVERED AS DESCRIBED BY USGS AND CGS.
 TQ0488
 TQ0488                          STATION RECOVERY (1962)
 TQ0488
 TQ0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (EMH)
 TQ0488'REACHED BY HELICOPTER IN 1962.
 TQ0488'
 TQ0488'NOTE BY R.W.H., 1962--STATION FOUND AS DESCRIBED AND ALL MARKS
 TQ0488'IN GOOD CONDITION, WITH THE EXCEPTION--THE STATION IS REACHED
 TQ0488'AS FOLLOWS--FROM THE TOWN OF NEWHALEM, DRIVE 4 MI. UP THE SKAGIT
 TQ0488'RIVER TO THE FERRY BAR TRAIL.
 TQ0488
 TQ0488                          STATION RECOVERY (1969)
 TQ0488
 TQ0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TQ0488'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1580 ***********************************************************************
 RZ1580  DESIGNATION -  DAVIS
 RZ1580  PID         -  RZ1580
 RZ1580  STATE/COUNTY-  WA/WHITMAN
 RZ1580  USGS QUAD   -  ALMOTA (1975)
 RZ1580
 RZ1580                         *CURRENT SURVEY CONTROL
 RZ1580  ___________________________________________________________________
 RZ1580* NAD 83(1991)-  46 40 52.91952(N)    117 25 26.43302(W)     ADJUSTED  
 RZ1580* NAVD 88     -       669.2    (meters)    2196.     (feet)  VERTCON   
 RZ1580  ___________________________________________________________________
 RZ1580  LAPLACE CORR-          11.04  (seconds)                    DEFLEC99
 RZ1580  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 RZ1580
 RZ1580  HORZ ORDER  -  SECOND
 RZ1580
 RZ1580.The horizontal coordinates were established by classical geodetic methods
 RZ1580.and adjusted by the National Geodetic Survey in December 1991..
 RZ1580
 RZ1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1580
 RZ1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1580
 RZ1580.The geoid height was determined by GEOID03.
 RZ1580
 RZ1580;                    North         East     Units Scale Factor Converg.
 RZ1580;SPC WA S     -   154,421.792   735,255.318   MT  0.99991601   +2 14 03.8
 RZ1580;SPC WA S     -   506,632.16  2,412,250.16   sFT  0.99991601   +2 14 03.8
 RZ1580;UTM  11      - 5,169,843.814   467,573.338   MT  0.99961292   -0 18 30.6
 RZ1580
 RZ1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1580!SPC WA S     -   0.99989812  x   0.99991601  =   0.99981414
 RZ1580!UTM  11      -   0.99989812  x   0.99961292  =   0.99951108
 RZ1580
 RZ1580|---------------------------------------------------------------------|
 RZ1580| PID    Reference Object                     Distance      Geod. Az  |
 RZ1580|                                                           dddmmss.s |
 RZ1580| CF4756 DAVIS RM 1                            3.644 METERS 02735     |
 RZ1580| CF4757 DAVIS RM 2                            3.464 METERS 11437     |
 RZ1580| RZ1576 TRAMWAY                             APPROX. 4.0 KM 1214242.6 |
 RZ1580| CF4755 DAVIS AZ MK                                        1512758.8 |
 RZ1580|---------------------------------------------------------------------|
 RZ1580
 RZ1580                          SUPERSEDED SURVEY CONTROL
 RZ1580
 RZ1580  NAD 83(1986)-  46 40 52.92677(N)    117 25 26.42540(W) AD(       ) 2
 RZ1580  NAD 27      -  46 40 53.35400(N)    117 25 22.76900(W) AD(       ) 2
 RZ1580  NGVD 29 (07/19/86)  668.2    (m)         2192.     (f) VERT ANG       
 RZ1580
 RZ1580.Superseded values are not recommended for survey control.
 RZ1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1580.See file dsdata.txt to determine how the superseded data were derived.
 RZ1580
 RZ1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM6757369844(NAD 83)
 RZ1580_MARKER: DS = TRIANGULATION STATION DISK
 RZ1580_SETTING: 0 = UNSPECIFIED SETTING
 RZ1580
 RZ1580  HISTORY     - Date     Condition        Report By
 RZ1580  HISTORY     - 1946     MONUMENTED       CGS
 RZ1580  HISTORY     - 1969     GOOD             CGS
 RZ1580
 RZ1580                          STATION DESCRIPTION
 RZ1580
 RZ1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RZ1580'STATION IS LOCATED ON THE W EDGE OF THE SUMMIT OF A PROMINENT
 RZ1580'KNOLL.  IT IS 12 MILES WSW OF PULLMAN, 2-1/2 MILES SE OF ALMOTA,
 RZ1580'AND 1.2 MILES NE OF THE SNAKE RIVER.  SEEN FROM ALMOTA, IT IS ON
 RZ1580'THE MOST PROMINENT KNOLL TO THE SE.
 RZ1580'
 RZ1580'STATION MARK IS A BRONZE DISK WELDED TO THE TOP OF A 3-INCH
 RZ1580'CAST-IRON PIPE PROJECTING 4 INCHES ABOVE THE GROUND.  DISK IS
 RZ1580'STAMPED DAVIS 1945.
 RZ1580'
 RZ1580'REFERENCE MARK 1 IS A BRONZE DISK WELDED TO THE TOP OF A 3-INCH
 RZ1580'CAST-IRON PIPE.  IT PROJECTS 4 INCHES ABOVE THE GROUND AND IS AT
 RZ1580'ABOUT THE SAME ELEVATION AS THE STATION.  DISK IS STAMPED DAVIS
 RZ1580'NO 1 1945.
 RZ1580'
 RZ1580'REFERENCE MARK 2 IS A BRONZE DISK WELDED TO THE TOP OF A 3-INCH
 RZ1580'CAST-IRON PIPE.  IT PROJECTS 4 INCHES ABOVE THE GROUND AND IS
 RZ1580'ABOUT 3 FEET LOWER THAN THE STATION.  DISK IS STAMPED DAVIS NO 2
 RZ1580'1945.
 RZ1580'
 RZ1580'AZIMUTH MARK IS A BRONZE DISK WELDED TO THE TOP OF A 3-INCH
 RZ1580'CAST-IRON PIPE.  IT IS ON THE S EXTREMITY OF THE SAME KNOLL THAT
 RZ1580'THE STATION IS ON.  THE MARK IS ABOUT 300 YARDS NW OF A FENCE, AT
 RZ1580'ABOUT THE SAME ELEVATION AS THE STATION, AND PROJECTS 8 INCHES
 RZ1580'ABOVE THE GROUND.  DISK IS STAMPED DAVIS 1945.
 RZ1580'
 RZ1580'DURING THE WINTER MONTHS WHEN THERE IS SNOW ON THE GROUND W OF
 RZ1580'PULLMAN, THE STATION IS REACHED FROM ALMOTA BY PACKING SE ALONG
 RZ1580'THE RAILROAD TRACKS FOR ABOUT 0.2 MILE.  SEVERAL HUNDRED FEET SE
 RZ1580'OF A SMALL RAILROAD BRIDGE, BEAR LEFT AND CLIMB TO SHOULDER OF
 RZ1580'RIDGE.  PACK SE ALONG SHOULDER OF RIDGE FOR ABOUT 45 MINUTES TO A
 RZ1580'FENCE.  PASS THROUGH GATE AND CONTINUE ALONG SHOULDER FOR ABOUT
 RZ1580'45 MINUTES TO THE SUMMIT AND THE STATION.
 RZ1580'
 RZ1580'DURING GOOD WEATHER THE STATION MAY BE REACHED FROM THE UNION
 RZ1580'PACIFIC RAILROAD DEPOT IN PULLMAN BY GOING NW TOWARD COLFAX ON
 RZ1580'U.S. HIGHWAY 195 FOR 2.1 MILES TO A GRADED ROAD LEFT.  TURN LEFT
 RZ1580'ONTO THE GRADED ROAD AND GO 2.7 MILES TO A ROAD FORKS AND SIGN
 RZ1580'ALMOTA 19.  TAKE RIGHT FORK AND GO 4.3 MILES TO ROAD FORKS AND
 RZ1580'SIGN PULLMAN 10.  TAKE LEFT FORK AND GO 0.55 MILE TO A
 RZ1580'T-INTERSECTION.  TURN LEFT AND GO 0.7 MILE TO A ROAD FORKS.
 RZ1580'TAKE LEFT FORK AND GO 1.8 MILES TO A ROAD FORKS JUST AFTER
 RZ1580'PASSING A LARGE YELLOW BARN.  TAKE RIGHT FORK AND GO 2.05
 RZ1580'MILES TO A REVERSE T-INTERSECTION.  TURN SHARP RIGHT AND GO 1.15
 RZ1580'MILES TO A ROAD FORKS.  TAKE LEFT FORK AND GO 1.8 MILES TO A
 RZ1580'ROAD FORKS.  TAKE LEFT FORK AND GO 1.1 MILES TO A ROAD FORK.
 RZ1580'TAKE LEFT FORK THROUGH WIRE GATE AND FOLLOW TRACK ROAD UP STEEP
 RZ1580'GRADE FOR 0.35 MILE TO THE SUMMIT.  TURN RIGHT ONTO DIM TRACK
 RZ1580'ROAD AND DRIVE N 0.1 MILE TO A FENCE LINE AND THE END OF TRUCK
 RZ1580'TRAVEL.  PACK N FOR ABOUT 300 YARDS TO A SMALL KNOLL.  THE
 RZ1580'STATION IS ON THE W EDGE OF THE KNOLL.
 RZ1580
 RZ1580                          STATION RECOVERY (1969)
 RZ1580
 RZ1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 RZ1580'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 RZ1580'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT IT WAS NOT
 RZ1580'RECOVERED.
 RZ1580'
 RZ1580'THE 1946 TO REACH DESCRIPTION WAS NOT CHECKED BUT IT IS POSSIBLE
 RZ1580'TO DRIVE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1938 ***********************************************************************
 SA1938  DESIGNATION -  DAVIS
 SA1938  PID         -  SA1938
 SA1938  STATE/COUNTY-  WA/WALLA WALLA
 SA1938  USGS QUAD   -  CLYDE (1967)
 SA1938
 SA1938                         *CURRENT SURVEY CONTROL
 SA1938  ___________________________________________________________________
 SA1938* NAD 83(1991)-  46 23 30.24656(N)    118 24 38.07115(W)     ADJUSTED  
 SA1938* NAVD 88     -       467.5    (meters)    1534.     (feet)  VERTCON   
 SA1938  ___________________________________________________________________
 SA1938  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 SA1938  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 SA1938
 SA1938  HORZ ORDER  -  THIRD
 SA1938
 SA1938.The horizontal coordinates were established by classical geodetic methods
 SA1938.and adjusted by the National Geodetic Survey in December 1991..
 SA1938
 SA1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1938
 SA1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1938
 SA1938.The geoid height was determined by GEOID03.
 SA1938
 SA1938;                    North         East     Units Scale Factor Converg.
 SA1938;SPC WA S     -   119,769.054   660,676.113   MT  0.99992027   +1 31 03.9
 SA1938;SPC WA S     -   392,942.30  2,167,568.21   sFT  0.99992027   +1 31 03.9
 SA1938;UTM  11      - 5,138,540.169   391,549.770   MT  0.99974457   -1 01 17.2
 SA1938
 SA1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1938!SPC WA S     -   0.99993001  x   0.99992027  =   0.99985028
 SA1938!UTM  11      -   0.99993001  x   0.99974457  =   0.99967459
 SA1938
 SA1938|---------------------------------------------------------------------|
 SA1938| PID    Reference Object                     Distance      Geod. Az  |
 SA1938|                                                           dddmmss.s |
 SA1938| CF4759 DAVIS RM 1                           17.477 METERS 03016     |
 SA1938| CF4760 DAVIS RM 2                           15.335 METERS 29308     |
 SA1938| CF4758 DAVIS AZ MK                                        3525124.6 |
 SA1938|---------------------------------------------------------------------|
 SA1938
 SA1938                          SUPERSEDED SURVEY CONTROL
 SA1938
 SA1938  NAD 83(1991)-  46 23 30.24819(N)    118 24 38.07296(W) AD(       ) 3
 SA1938  NAD 83(1986)-  46 23 30.25382(N)    118 24 38.06120(W) AD(       ) 3
 SA1938  NAD 27      -  46 23 30.75851(N)    118 24 34.14127(W) AD(       ) 3
 SA1938  NGVD 29 (07/19/86)  466.5    (m)         1531.     (f) VERT ANG       
 SA1938
 SA1938.Superseded values are not recommended for survey control.
 SA1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1938.See file dsdata.txt to determine how the superseded data were derived.
 SA1938
 SA1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM9155038540(NAD 83)
 SA1938_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1938
 SA1938  HISTORY     - Date     Condition        Report By
 SA1938  HISTORY     - 1964     MONUMENTED       CGS
 SA1938  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SA1938  HISTORY     - 19890406 GOOD             LOCSUR
 SA1938
 SA1938                          STATION DESCRIPTION
 SA1938
 SA1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 SA1938'THE STATION IS ABOUT 9 MILES NORTHWEST OF PRESCOTT, 3 MILES
 SA1938'SOUTHEAST OF CLYDE, ON A LOW HILL THAT IS UNDER CULTIVATION ON THE
 SA1938'SOUTH SLOPE AND GROWN OVER WITH GRASS AND SAGE ON THE NORTH SIDE.
 SA1938'IT IS ON LAND OWNED BY MR. JACK DAVIS.
 SA1938'
 SA1938'TO REACH THE STATION FROM THE CROSSROADS IN CLYDE, GO EAST ON PAVED
 SA1938'ROAD, CROSSING OVER RAILROAD TRACKS FOR 2.0 MILES TO A BRIDGE AT A
 SA1938'GRAVELED SIDE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, FOR 0.75 MILE TO
 SA1938'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.35 MILE TO A
 SA1938'FORK, TAKE THE RIGHT FORK AND GO 0.35 MILE TO THE END OF THE ROAD
 SA1938'AT FARM YARD AND A GATE AT THE EAST CORNER OF THE FARM YARD.  PASS
 SA1938'THROUGH THE GATE THEN RIGHT, SOUTH, ON GRAVELED ROAD FOR 0.15 MILE
 SA1938'TO A FORK, TAKE THE LEFT FORK, SOUTHEAST, FOR 0.25 MILE TO THE TOP
 SA1938'OF GRADE AND THE END OF THE ROAD AT THE EDGE OF THE PLOWED FIELD.
 SA1938'TURN RIGHT AND GO WEST ON THE NORTH SIDE OF THE PLOWED FIELD THROUGH
 SA1938'GRASS AND SAGE FOR 0.25 MILE TO THE HIGHEST POINT OF THE HILL AND
 SA1938'THE STATION.
 SA1938'
 SA1938'THE STATION MARK IS A STANDARD DISK, STAMPED DAVIS 1963, SET IN
 SA1938'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 SA1938'37 FEET SOUTH OF AN EAST-WEST FENCE LINE, 9 FEET NORTH OF THE EDGE
 SA1938'OF THE PLOWED FIELD AND 5.1 FEET NORTH-NORTHWEST OF A METAL WITNESS
 SA1938'POST.
 SA1938'
 SA1938'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DAVIS NO 1 1963, SET IN
 SA1938'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 SA1938'IS 50 FEET NORTH OF THE EDGE OF THE PLOWED FIELD, 1 FOOT SOUTH OF
 SA1938'THE FENCE LINE AND ABOUT 2 FEET LOWER THAN THE STATION.
 SA1938'
 SA1938'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DAVIS NO 2 1963, SET IN
 SA1938'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 SA1938'IS 43 FEET NORTH OF THE EDGE OF THE PLOWED FIELD, 1 FOOT SOUTH OF
 SA1938'THE FENCE LINE AND ABOUT 3 FEET LOWER THAN THE STATION.
 SA1938'
 SA1938'AZIMUTH MARK IS A STANDARD DISK, STAMPED DAVIS 1963, SET IN THE
 SA1938'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 27
 SA1938'FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 17.9 FEET
 SA1938'WEST-SOUTHWEST OF A WEST GATE POST, 6 FEET SOUTH OF AN EAST-WEST
 SA1938'FENCE LINE, 2.6 FEET SOUTHWEST OF A POWER LINE POLE AND 2.2 FEET
 SA1938'EAST-SOUTHEAST OF A METAL WITNESS POST.
 SA1938
 SA1938                          STATION RECOVERY (1974)
 SA1938
 SA1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ALB)
 SA1938'STATION AND RMS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SA1938'
 SA1938'STATION MARK IS 52.0 FT. SW OF BEND IN FENCE, 28.8 FT. SOUTH OF
 SA1938'FENCE BETWEEN 4TH AND 5TH FENCE POLE WEST OF BEND, 14.6 FEET NORTH
 SA1938'OF EDGE OF FIELD, 5.5 FEET N.N.W. OF WITNESS POST AND 6 INCHES
 SA1938'BELOW THE SURFACE OF THE GROUND.  RM 1 IS 23.1 FEET N.N.W. OF BEND IN
 SA1938'FENCE AND 21.7 FEET NORTH OF FENCE.  RM 2 IS 6.9 FEET NORTH OF FENCE
 SA1938'BETWEEN THE 7TH AND 8TH POST WEST OF THE BEND.
 SA1938
 SA1938                          STATION RECOVERY (1989)
 SA1938
 SA1938'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (PT)
 SA1938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5418 ***********************************************************************
 SY5418  DESIGNATION -  DAVIS 2
 SY5418  PID         -  SY5418
 SY5418  STATE/COUNTY-  WA/KITSAP
 SY5418  USGS QUAD   -  POULSBO (1981)
 SY5418
 SY5418                         *CURRENT SURVEY CONTROL
 SY5418  ___________________________________________________________________
 SY5418* NAD 83(1991)-  47 38 12.88126(N)    122 42 03.07979(W)     ADJUSTED  
 SY5418* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 SY5418  ___________________________________________________________________
 SY5418  LAPLACE CORR-         -16.18  (seconds)                    DEFLEC99
 SY5418  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 SY5418
 SY5418  HORZ ORDER  -  THIRD
 SY5418
 SY5418.The horizontal coordinates were established by classical geodetic methods
 SY5418.and adjusted by the National Geodetic Survey in December 1991..
 SY5418
 SY5418.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5418
 SY5418.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5418
 SY5418.The geoid height was determined by GEOID03.
 SY5418
 SY5418;                    North         East     Units Scale Factor Converg.
 SY5418;SPC WA N     -    72,515.745   359,677.385   MT  0.99997728   -1 23 25.5
 SY5418;SPC WA N     -   237,912.07  1,180,041.55   sFT  0.99997728   -1 23 25.5
 SY5418;UTM  10      - 5,275,989.068   522,470.953   MT  0.99960620   +0 13 15.7
 SY5418
 SY5418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5418!SPC WA N     -   1.00000291  x   0.99997728  =   0.99998019
 SY5418!UTM  10      -   1.00000291  x   0.99960620  =   0.99960911
 SY5418
 SY5418|---------------------------------------------------------------------|
 SY5418| PID    Reference Object                     Distance      Geod. Az  |
 SY5418|                                                           dddmmss.s |
 SY5418| CF6517 DAVIS 2 RM 1                          6.305 METERS 03758     |
 SY5418| SY5450 DALE 2                              APPROX. 1.8 KM 0782244.7 |
 SY5418| CF6518 DAVIS 2 RM 2                          6.255 METERS 20649     |
 SY5418|---------------------------------------------------------------------|
 SY5418
 SY5418                          SUPERSEDED SURVEY CONTROL
 SY5418
 SY5418  NAD 83(1986)-  47 38 12.87690(N)    122 42 03.08629(W) AD(       ) 3
 SY5418  NAD 27      -  47 38 13.53800(N)    122 41 58.57200(W) AD(       ) 3
 SY5418  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 SY5418
 SY5418.Superseded values are not recommended for survey control.
 SY5418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5418.See file dsdata.txt to determine how the superseded data were derived.
 SY5418
 SY5418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2247175989(NAD 83)
 SY5418_MARKER: Z = SEE DESCRIPTION
 SY5418_SETTING: 0 = UNSPECIFIED SETTING
 SY5418
 SY5418  HISTORY     - Date     Condition        Report By
 SY5418  HISTORY     - 1955     MONUMENTED       CGS
 SY5418  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY5418  HISTORY     - 1969     SEE DESCRIPTION  LOCENG
 SY5418  HISTORY     - 1972     SEE DESCRIPTION  WAHC
 SY5418  HISTORY     - 19960917 GOOD             USPSQD
 SY5418
 SY5418                          STATION DESCRIPTION
 SY5418
 SY5418'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY5418'THE STATION IS LOCATED ABOUT 7.0 MILES (AIR LINE) NORTHWEST OF
 SY5418'BREMERTON, AND 0.7 MILE SOUTH OF SILVERDALE.  IT IS ON THE WEST
 SY5418'SIDE OF DYES INLET, ON THE BEACH PROPERTY OWNED BY W.B.W. HOWE.  IT
 SY5418'IS 34.8 FEET SOUTH OF THE NORTH END OF A CEMENTED ROCK RETAINING
 SY5418'WALL, 28.8 FEET SOUTH OF THE SOUTH END OF A CONCRETE RETAINING
 SY5418'WALL, 9.3 FEET EAST OF THE EAST END OF A CEMENTED ROCK RETAINING
 SY5418'WALL, AND 4.4 FEET WEST OF A CEMENTED ROCK RETAINING WALL.
 SY5418'
 SY5418'TO REACH THE STATION FROM THE POST OFFICE IN SILVERDALE GO SOUTH
 SY5418'ON STATE HIGHWAY 21 FOR 0.7 MILE TO A PRIVATE DRIVEWAY ON THE LEFT
 SY5418'AND ANDERSON ROAD ON THE RIGHT.  TURN LEFT, AS PER SIGN STANLEY
 SY5418'ELAND, INTO THE DRIVEWAY AND GO 0.1 MILE TO THE END OF THE
 SY5418'DRIVEWAY AT THE BEACH AND THE END OF TRUCK TRAVEL.  PACK SOUTH
 SY5418'ALONG THE BEACH FOR ABOUT 50 YARDS TO THE STATION.
 SY5418'
 SY5418'THE STATION MARK, A STANDARD DISK STAMPED DAVIS 2 1955, IS
 SY5418'SECURED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS ABOUT 3
 SY5418'INCHES ABOVE THE GROUND.
 SY5418'
 SY5418'REFERENCE MARK 1, A STANDARD DISK STAMPED DAVIS 2 NO 1 1955, IS
 SY5418'SET IN A DRILL HOLE IN A CEMENTED ROCK RETAINING WALL THAT PROJECTS
 SY5418'10 INCHES ON THE WEST AND 40 INCHES ON THE EAST.  IT IS ABOUT 1
 SY5418'FOOT HIGHER THAN THE STATION MARK.
 SY5418'
 SY5418'REFERENCE MARK 2, A STANDARD DISK STAMPED DAVIS 2 NO 2 1955, IS
 SY5418'SET IN A DRILL HOLE IN A CEMENTED ROCK RETAINING WALL THAT IS
 SY5418'FLUSH ON THE WEST AND PROJECTS ABOUT 40 INCHES ON THE EAST.
 SY5418'
 SY5418'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  STATION
 SY5418'DALE 1935 CAN BE USED FOR THE AZIMUTH MARK.
 SY5418
 SY5418                          STATION RECOVERY (1956)
 SY5418
 SY5418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY5418'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 SY5418'TO BE IN GOOD CONDITION.  AS THIS STATION WAS OCCUPIED, LESS THAN
 SY5418'A YEAR EARLIER, IT WAS DEEMED NOT NECESSARY TO REOBSERVE THE
 SY5418'REFERENCE MARKS.
 SY5418
 SY5418                          STATION RECOVERY (1969)
 SY5418
 SY5418'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (RM)
 SY5418'DAVIS NO 2 1955 GOOD
 SY5418'
 SY5418'DESCRIPTION GOOD.  RETAINING WALLS ALL IN PLACE.
 SY5418
 SY5418                          STATION RECOVERY (1972)
 SY5418
 SY5418'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1972 (RDM)
 SY5418'DAVIS 2 1955 GOOD
 SY5418'
 SY5418'NO SEARCH FOR R.MS WERE MADE
 SY5418'
 SY5418'DESCRIPTION OF 1955 IS ADEQUATE.
 SY5418
 SY5418                          STATION RECOVERY (1996)
 SY5418
 SY5418'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4381 ***********************************************************************
 RD4381  DESIGNATION -  DAVIS 2
 RD4381  PID         -  RD4381
 RD4381  STATE/COUNTY-  WA/COWLITZ
 RD4381  USGS QUAD   -  ARIEL (1994)
 RD4381
 RD4381                         *CURRENT SURVEY CONTROL
 RD4381  ___________________________________________________________________
 RD4381* NAD 83(1991)-  45 59 35.75211(N)    122 35 48.03238(W)     ADJUSTED  
 RD4381* NAVD 88     -       901.4    (meters)    2957.     (feet)  VERTCON   
 RD4381  ___________________________________________________________________
 RD4381  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 RD4381  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RD4381
 RD4381  HORZ ORDER  -  THIRD
 RD4381
 RD4381.The horizontal coordinates were established by classical geodetic methods
 RD4381.and adjusted by the National Geodetic Survey in April 1994..
 RD4381
 RD4381.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD4381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD4381
 RD4381.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4381
 RD4381.The geoid height was determined by GEOID03.
 RD4381
 RD4381;                    North         East     Units Scale Factor Converg.
 RD4381;SPC WA S     -    75,510.117   337,589.274   MT  0.99996758   -1 31 22.9
 RD4381;SPC WA S     -   247,736.11  1,107,574.14   sFT  0.99996758   -1 31 22.9
 RD4381;UTM  10      - 5,093,378.201   531,234.117   MT  0.99961199   +0 17 24.3
 RD4381
 RD4381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4381!SPC WA S     -   0.99986208  x   0.99996758  =   0.99982967
 RD4381!UTM  10      -   0.99986208  x   0.99961199  =   0.99947413
 RD4381
 RD4381                          SUPERSEDED SURVEY CONTROL
 RD4381
 RD4381  NGVD 29 (04/13/94)  900.3    (m)         2954.     (f) VERT ANG       
 RD4381
 RD4381.Superseded values are not recommended for survey control.
 RD4381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4381.See file dsdata.txt to determine how the superseded data were derived.
 RD4381
 RD4381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3123493378(NAD 83)
 RD4381_MARKER: DD = SURVEY DISK
 RD4381_SETTING: 66 = SET IN ROCK OUTCROP
 RD4381_MARK LOGO: USE   
 RD4381_PROJECTION: FLUSH
 RD4381_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD4381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RD4381+STABILITY: POSITION/ELEVATION WELL
 RD4381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4381+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1981
 RD4381
 RD4381  HISTORY     - Date     Condition        Report By
 RD4381  HISTORY     - 1937     MONUMENTED       USE
 RD4381  HISTORY     - 1952     GOOD             USGS
 RD4381  HISTORY     - 1953     GOOD             USGS
 RD4381  HISTORY     - 1971     GOOD             USGS
 RD4381  HISTORY     - 19810423 GOOD             NGS
 RD4381
 RD4381                          STATION DESCRIPTION
 RD4381
 RD4381'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 RD4381'USE RMS NOT FOUND.  RMS FOR NGS STATION DAVIS
 RD4381'IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RD4381'
 RD4381'LOCATED ABOUT 10 MI ENE. OF WOODLAND.  ON HIGHEST PEAK IN VICINITY
 RD4381'KNOWN LOCALLY AS POWDER HORN MTN. OR DAVIS PEAK, ABOUT 15 FT W.
 RD4381'OF NORTHWEST CORNER OF POWDER HORN LO.
 RD4381'
 RD4381'TO REACH FROM INTERSECTION OF U.S. HWY. 99 WITH STATE HWY. 1S AT
 RD4381'WOODLAND, DRIVE 4.4 MI E. ON STATE HWY. 1S TO Y-FORK (NEW HWY.
 RD4381'MAY REDUCE THIS BY 0.1 MI).  TURN LEFT OFF HWY. 2.7 MI TO X-RDS.
 RD4381'TURN RIGHT AT SIGN POWDER HORN LO 2.8 MI E. TO T-RD. N.  TURN
 RD4381'RIGHT 2.0 MI N. TO Y-FORK.  TURN RIGHT AT SIGN POWDER HORN LO
 RD4381'0.5 MI TO Y-FORK.  TURN RIGHT AT SIGN POWDER HORN LO 1.0 MI TO
 RD4381'END OF TRUCK TRAVEL 50 FT BELOW TOP AND STATION.
 RD4381'
 RD4381'STATION MARK--USE DISK, UNSTAMPED, FLUSH WITH TOP OF LARGE ROCK
 RD4381'MASS FORMING SUMMIT OF POWDER HORN MTN.  (POSSIBLY DAVIS 2 USE RM
 RD4381'1)
 RD4381
 RD4381                          STATION RECOVERY (1953)
 RD4381
 RD4381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 RD4381'RECOVERED AS DESCRIBED.  STATION MARK AND NGS RMS
 RD4381'IN GOOD CONDITION.
 RD4381
 RD4381                          STATION RECOVERY (1971)
 RD4381
 RD4381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RD4381'RECOVERED AS DESCRIBED.  POWDER HORN LO
 RD4381'DESTROYED.  POSITION COMPUTED FROM NGS RMS BY USGS.
 RD4381
 RD4381                          STATION RECOVERY (1981)
 RD4381
 RD4381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 RD4381'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN APPARENTLY
 RD4381'GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND.  A
 RD4381'LONGER DISTANCE OF 0.546 M (1.791 FT) WAS NOTED FOR REFERENCE MARK 1
 RD4381'AND THIS COULD NOT BE ACCOUNTED FOR. THE STATION IS LOCATED ABOUT 19.3
 RD4381'KM (12.00 MI) EAST-SOUTHEAST OF KALAMA, 14.5 KM (9.00 MI) NORTHEAST OF
 RD4381'WOODLAND AND AT THE SUMMIT OF A PEAK LOCALLY KNOWN AS DAVIS PEAK. TO
 RD4381'REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE ROUTE 503 IN
 RD4381'WOODLAND, GO EAST ON STATE ROUTE 503 FOR 8.05 KM (5.00 MI) TO A SIDE
 RD4381'ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON LITTLE KALAMA ROAD FOR 4.35
 RD4381'KM (2.70 MI) TO A CROSS ROAD.  TURN RIGHT AS PER SIGN, DAVIS PEAK 6
 RD4381'MILES, (9.7 KM) AND GO NORTHERLY FOR 1.45 KM (0.90 MI) TO THE END OF
 RD4381'THE SURFACED ROAD AND A GATE. CONTINUE AHEAD NORTHERLY ON THE GRAVELED
 RD4381'ROAD FOR 3.22 KM (2.00 MI) TO A FORK. TAKE THE RIGHT FORK, UPHILL FOR
 RD4381'0.80 KM (0.50 MI) TO A FORK.  TAKE THE RIGHT FORK, UPHILL FOR 0.08 KM
 RD4381'(0.05 MI) TO A FORK.  TAKE THE RIGHT FORK, AND CONTINUE UPHILL FOR
 RD4381'0.08 KM (0.05 MI) TO A FORK.  TAKE THE LEFT FORK UPHILL FOR 0.24 KM
 RD4381'(0.15 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND CONTINUE UP HILL FOR
 RD4381'0.80 KM (0.50 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO UPHILL FOR
 RD4381'0.64 KM (0.40 MI) TO A WHITE CONCRETE BLOCK BUILDING AND THE END OF
 RD4381'TRUCK TRAVEL.  PACK UPHILL ON  A GOOD TRAIL FOR ABOUT 30 M (98.4 FT)
 RD4381'TO A SET OF WOODEN STEPS. FOLLOW THE STEPS UP A LARGE ROCK OUTCROP AND
 RD4381'THEN CLIMB TO THE TOP OF THE ROCK TO THE STATION ON THE HIGHEST POINT.
 RD4381'THE MARK IS SET IN A DRILL HOLE IN A DEPRESSION IN THE BEDROCK THAT IS
 RD4381'USED AS A FIRE PIT.  IT IS 6.456 M (21.181 FT) EAST-SOUTHEAST OF
 RD4381'REFERENCE MARK 1, 3.359 M (11.020 FT) SOUTH OF STATION DAVIS, 6.856 M
 RD4381'(22.493 FT) EAST-NORTHEAST OF REFERENCE MARK 3 FOR STATION DAVIS, 1.35
 RD4381'M (4.43 FT) NORTH OF A METAL WITNESS SIGN ATTACHED TO THE LOW CONCRETE
 RD4381'WALL AND 1 M (3.3 FT) LOWER THAN THE HIGHEST POINT OF THE ROCK
 RD4381'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH6095 ***********************************************************************
 AH6095  DESIGNATION -  DAVIS RESET
 AH6095  PID         -  AH6095
 AH6095  STATE/COUNTY-  WA/COWLITZ
 AH6095  USGS QUAD   -  ARIEL (1994)
 AH6095
 AH6095                         *CURRENT SURVEY CONTROL
 AH6095  ___________________________________________________________________
 AH6095* NAD 83(1991)-  45 59 35.73561(N)    122 35 47.76522(W)     ADJUSTED  
 AH6095* NAVD 88     -       901.     (meters)    2956.     (feet)  SCALED    
 AH6095  ___________________________________________________________________
 AH6095  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 AH6095  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 AH6095
 AH6095  HORZ ORDER  -  FIRST
 AH6095
 AH6095.The horizontal coordinates were established by classical geodetic methods
 AH6095.and adjusted by the National Geodetic Survey in December 1991..
 AH6095
 AH6095.The orthometric height was scaled from a topographic map.
 AH6095
 AH6095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6095
 AH6095.The geoid height was determined by GEOID03.
 AH6095
 AH6095;                    North         East     Units Scale Factor Converg.
 AH6095;SPC WA S     -    75,509.455   337,595.008   MT  0.99996758   -1 31 22.7
 AH6095;SPC WA S     -   247,733.94  1,107,592.96   sFT  0.99996758   -1 31 22.7
 AH6095;UTM  10      - 5,093,377.721   531,239.867   MT  0.99961200   +0 17 24.5
 AH6095
 AH6095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6095!SPC WA S     -   0.99986213  x   0.99996758  =   0.99982971
 AH6095!UTM  10      -   0.99986213  x   0.99961200  =   0.99947418
 AH6095
 AH6095:                Primary Azimuth Mark                     Grid Az
 AH6095:SPC WA S     -  RED                                      097 24 17.4
 AH6095:UTM  10      -  RED                                      095 35 30.2
 AH6095
 AH6095|---------------------------------------------------------------------|
 AH6095| PID    Reference Object                     Distance      Geod. Az  |
 AH6095|                                                           dddmmss.s |
 AH6095| RC2467 RED                                 APPROX.60.5 KM 0955254.7 |
 AH6095|---------------------------------------------------------------------|
 AH6095
 AH6095                          SUPERSEDED SURVEY CONTROL
 AH6095
 AH6095  NAD 83(1991)-  45 59 35.73674(N)    122 35 47.75885(W) AD(       ) 1
 AH6095  NAD 83(1986)-  45 59 35.74741(N)    122 35 47.77531(W) AD(       ) 1
 AH6095
 AH6095.Superseded values are not recommended for survey control.
 AH6095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6095.See file dsdata.txt to determine how the superseded data were derived.
 AH6095
 AH6095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3124093378(NAD 83)
 AH6095_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6095_SETTING: 66 = SET IN ROCK OUTCROP
 AH6095_STAMPING: DAVIS 1906 1981
 AH6095_MARK LOGO: NGS   
 AH6095_PROJECTION: FLUSH
 AH6095_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH6095+STABILITY: POSITION/ELEVATION WELL
 AH6095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6095+SATELLITE: SATELLITE OBSERVATIONS - 1981
 AH6095
 AH6095  HISTORY     - Date     Condition        Report By
 AH6095  HISTORY     - 1981     MONUMENTED       NGS
 AH6095  HISTORY     - 1982     GOOD             WADNR
 AH6095  HISTORY     - 1985     SEE DESCRIPTION  WADNR
 AH6095
 AH6095                          STATION DESCRIPTION
 AH6095
 AH6095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 AH6095'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 AH6095'IN 1906.  THE STATION MARK HAD BEEN REMOVED FROM THE DRILL HOLE.  A
 AH6095'NEW DISK WAS WAS SET IN THE DRILL HOLE AND THE DISTANCES AND ANGLES
 AH6095'CHECKED THE OLD DATA. THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI)
 AH6095'EAST-SOUTHEAST OF KALAMA, 14.5 KM (9.00 MI) NORTHEAST OF WOODLAND AND
 AH6095'AT THE SUMMIT OF A PEAK LOCALLY KNOWN AS DAVIS PEAK. TO REACH FROM THE
 AH6095'JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE ROUTE 503 IN WOODLAND, GO
 AH6095'EAST ON STATE ROUTE 503 FOR 8.05 KM (5.00 MI) TO A SIDE ROAD LEFT.
 AH6095'TURN LEFT AND GO NORTHERLY ON LITTLE KALAMA ROAD FOR 4.35 KM (2.70 MI)
 AH6095'TO A CROSS ROAD.  TURN RIGHT AS PER SIGN, DAVIS PEAK 6 MILES, (9.7 KM)
 AH6095'AND GO NORTHERLY FOR 1.45 KM (0.90 MI) TO THE END OF THE SURFACED ROAD
 AH6095'AND A GATE. CONTINUE AHEAD NORTHERLY ON THE GRAVELED ROAD FOR 3.22 KM
 AH6095'(2.00 MI) TO A FORK. TAKE THE RIGHT FORK, UPHILL FOR 0.80 KM (0.50 MI)
 AH6095'TO A FORK.  TAKE THE RIGHT FORK, UPHILL FOR 0.08 KM (0.05 MI) TO A
 AH6095'FORK.  TAKE THE RIGHT FORK, AND CONTINUE UPHILL FOR 0.08 KM (0.05 MI)
 AH6095'TO A FORK.  TAKE THE LEFT FORK UPHILL FOR 0.24 KM (0.15 MI) TO A SIDE
 AH6095'ROAD RIGHT.  TURN RIGHT AND CONTINUE UP HILL FOR 0.80 KM (0.50 MI) TO
 AH6095'A SIDE ROAD LEFT.  TURN LEFT AND GO UPHILL FOR 0.64 KM (0.40 MI) TO A
 AH6095'WHITE CONCRETE BLOCK BUILDING AND THE END OF TRUCK TRAVEL.  PACK
 AH6095'UPHILL ON  A GOOD TRAIL FOR ABOUT 30 M (98.4 FT) TO A SET OF WOODEN
 AH6095'STEPS. FOLLOW THE STEPS UP A LARGE ROCK OUTCROP AND THEN CLIMB TO THE
 AH6095'TOP OF THE ROCK TO THE STATION ON THE HIGHEST POINT. THE MARK IS SET
 AH6095'IN A DRILL HOLE IN THE LARGE OUTCROP.  IT IS 3.359 M (11.020 FT) NORTH
 AH6095'OF STATION DAVIS 2, 5.611 M (18.409 FT) NORTH OF REFERENCE MARK 1,
 AH6095'8.940 M (29.331 FT) NORTHEAST OF REFERENCE MARK 3, 5.900 M (19.357 FT)
 AH6095'EAST OF REFERENCE MARK 1 FOR STATION DAVIS 2, 5.366 M (17.605 FT) EAST
 AH6095'OF REFERENCE MARK 2, 5.0 M (16.4 FT) EAST OF A METAL PIPE SET ON THE
 AH6095'HIGHEST POINT OF THE ROCK OUTCROP, 4.68 M (15.35 FT) NORTH OF A METAL
 AH6095'WITNESS SIGN ON A LOW CONCRETE WALL AND 1.47 M (4.82 FT) LOWER THAN
 AH6095'THE HIGHEST POINT OF THE ROCK OUTCROP.
 AH6095
 AH6095                          STATION RECOVERY (1982)
 AH6095
 AH6095'RECOVERY NOTE BY WA DEPT OF NAT RES 1982 (TL)
 AH6095'DAVIS 1906 1981 RECOVERED EXCELLENT.
 AH6095'
 AH6095'DAVIS 1906 1981 NO. 3 RECOVERED EXCELLENT.
 AH6095'
 AH6095'(US ARMY MAP CONTROL POINT) NOT STAMPED RECOVERED GOOD.
 AH6095'
 AH6095'HORIZ. DIST DAVIS NO.3 - 29.31 FT.
 AH6095'
 AH6095'DAVIS MAP CONT. PT. - 19.35 FT.
 AH6095
 AH6095                          STATION RECOVERY (1985)
 AH6095
 AH6095'RECOVERY NOTE BY WA DEPT OF NAT RES 1985 (TL)
 AH6095'DAVIS NO 3 1981 FOUND GOOD.
 AH6095'
 AH6095'ALSO RECOVERED USE DAVIS 2.
 AH6095'
 AH6095'THE STATION MARK THAT WAS RESET IN 1981 HAS BEEN STOLEN.  THE HOLE
 AH6095'IT CAME OUT OF IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2340 ***********************************************************************
 SA2340  DESIGNATION -  DAVISON
 SA2340  PID         -  SA2340
 SA2340  STATE/COUNTY-  WA/BENTON
 SA2340  USGS QUAD   -  RICHLAND (1992)
 SA2340
 SA2340                         *CURRENT SURVEY CONTROL
 SA2340  ___________________________________________________________________
 SA2340* NAD 83(1991)-  46 19 28.98466(N)    119 16 05.81340(W)     ADJUSTED  
 SA2340* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 SA2340  ___________________________________________________________________
 SA2340  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 SA2340  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 SA2340
 SA2340  HORZ ORDER  -  SECOND
 SA2340
 SA2340.The horizontal coordinates were established by classical geodetic methods
 SA2340.and adjusted by the National Geodetic Survey in December 1991..
 SA2340
 SA2340.The orthometric height was scaled from a topographic map.
 SA2340
 SA2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2340
 SA2340.The geoid height was determined by GEOID03.
 SA2340
 SA2340;                    North         East     Units Scale Factor Converg.
 SA2340;SPC WA S     -   110,932.386   594,842.317   MT  0.99992487   +0 53 41.0
 SA2340;SPC WA S     -   363,950.67  1,951,578.50   sFT  0.99992487   +0 53 41.0
 SA2340;UTM  11      - 5,132,627.330   325,394.038   MT  0.99997477   -1 38 27.5
 SA2340
 SA2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2340!SPC WA S     -   0.99998553  x   0.99992487  =   0.99991040
 SA2340!UTM  11      -   0.99998553  x   0.99997477  =   0.99996030
 SA2340
 SA2340:                Primary Azimuth Mark                     Grid Az
 SA2340:SPC WA S     -  ALLEY                                    001 17 45.8
 SA2340:UTM  11      -  ALLEY                                    003 49 54.3
 SA2340
 SA2340|---------------------------------------------------------------------|
 SA2340| PID    Reference Object                     Distance      Geod. Az  |
 SA2340|                                                           dddmmss.s |
 SA2340| SA2331 ALLEY                               APPROX. 1.3 KM 0021126.8 |
 SA2340|---------------------------------------------------------------------|
 SA2340
 SA2340                          SUPERSEDED SURVEY CONTROL
 SA2340
 SA2340  NAD 83(1991)-  46 19 28.98664(N)    119 16 05.81132(W) AD(       ) 2
 SA2340  NAD 83(1986)-  46 19 28.99259(N)    119 16 05.80550(W) AD(       ) 2
 SA2340  NAD 27      -  46 19 29.51100(N)    119 16 01.74800(W) AD(       ) 2
 SA2340
 SA2340.Superseded values are not recommended for survey control.
 SA2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2340.See file dsdata.txt to determine how the superseded data were derived.
 SA2340
 SA2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2539432627(NAD 83)
 SA2340_MARKER: Z = SEE DESCRIPTION
 SA2340_SETTING: 0 = UNSPECIFIED SETTING
 SA2340_STAMPING: DAVISON 1949
 SA2340_MARK LOGO: USE   
 SA2340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2340
 SA2340  HISTORY     - Date     Condition        Report By
 SA2340  HISTORY     - 1949     MONUMENTED       USE
 SA2340
 SA2340                          STATION DESCRIPTION
 SA2340
 SA2340'DESCRIBED BY US ENGINEERS 1949 (WRG)
 SA2340'BEGIN ON GEORGE WASHINGTON WAY IN FRONT OF BUS DEPOT.  GO NORTH
 SA2340'ALONG GEORGE WASHINGTON WAY 2.9 MILES TO SNYDER ROAD.  TURN RIGHT
 SA2340'ON SNYDER ROAD.  GO 0.2 MILES TO DAVISON ROAD.  TURN LEFT ON
 SA2340'DAVISON ROAD.  GO 0.7 MILES TO IRRIGATION STANDPIPE.  LEAVE CAR,
 SA2340'GO WEST ABOUT 250 FEET TO STATION.
 SA2340'
 SA2340'LOCATED ABOUT 250 FEET WEST FROM STANDPIPE.  ABOUT 12 FEET NORTH
 SA2340'FROM IRRIGATION DITCH.  BRONZE DISC SET IN CONCRETE MONUMENT,
 SA2340'STAMPED DAVISON 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1200 ***********************************************************************
 SC1200  DESIGNATION -  DAY BEACON 14
 SC1200  PID         -  SC1200
 SC1200  STATE/COUNTY-  WA/WAHKIAKUM
 SC1200  USGS QUAD   -  ROSBURG (1984)
 SC1200
 SC1200                         *CURRENT SURVEY CONTROL
 SC1200  ___________________________________________________________________
 SC1200* NAD 83(1991)-  46 18 21.39394(N)    123 42 32.93560(W)     ADJUSTED  
 SC1200* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 SC1200  ___________________________________________________________________
 SC1200  X           -  -2,449,547.988 (meters)                     COMP
 SC1200  Y           -  -3,671,672.039 (meters)                     COMP
 SC1200  Z           -   4,588,790.745 (meters)                     COMP
 SC1200  LAPLACE CORR-          11.88  (seconds)                    DEFLEC99
 SC1200  ELLIP HEIGHT-         -20.08  (meters)          (10/15/91) GPS OBS
 SC1200  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SC1200
 SC1200  HORZ ORDER  -  THIRD
 SC1200  ELLP ORDER  -  FOURTH    CLASS I
 SC1200
 SC1200.The horizontal coordinates were established by GPS observations
 SC1200.and adjusted by the National Geodetic Survey in December 1991..
 SC1200
 SC1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1200
 SC1200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1200
 SC1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1200
 SC1200.The ellipsoidal height was determined by GPS observations
 SC1200.and is referenced to NAD 83.
 SC1200
 SC1200.The geoid height was determined by GEOID03.
 SC1200
 SC1200;                    North         East     Units Scale Factor Converg.
 SC1200;SPC WA S     -   113,133.039   252,868.810   MT  0.99992641   -2 19 52.0
 SC1200;SPC WA S     -   371,170.65    829,620.42   sFT  0.99992641   -2 19 52.0
 SC1200;SPC OR N     -   298,212.819 2,252,824.627   MT  1.00009226   -2 16 33.2
 SC1200;SPC OR N     -   978,388.51  7,391,156.91   iFT  1.00009226   -2 16 33.2
 SC1200;UTM  10      - 5,128,285.093   445,392.460   MT  0.99963666   -0 30 45.9
 SC1200
 SC1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1200!SPC WA S     -   1.00000315  x   0.99992641  =   0.99992956
 SC1200!SPC OR N     -   1.00000315  x   1.00009226  =   1.00009541
 SC1200!UTM  10      -   1.00000315  x   0.99963666  =   0.99963981
 SC1200
 SC1200:                Primary Azimuth Mark                     Grid Az
 SC1200:SPC WA S     -  DAY BEACON 16                            352 21 02.3
 SC1200:SPC OR N     -  DAY BEACON 16                            352 17 43.5
 SC1200:UTM  10      -  DAY BEACON 16                            350 31 56.2
 SC1200
 SC1200|---------------------------------------------------------------------|
 SC1200| PID    Reference Object                     Distance      Geod. Az  |
 SC1200|                                                           dddmmss.s |
 SC1200| SC1202 DAY BEACON 16                       414.571 METERS 3500110.3 |
 SC1200|---------------------------------------------------------------------|
 SC1200
 SC1200                          SUPERSEDED SURVEY CONTROL
 SC1200
 SC1200  NAD 83(1991)-  46 18 21.39394(N)    123 42 32.93560(W) AD(       ) 3
 SC1200  NAD 83(1986)-  46 18 21.41144(N)    123 42 32.91008(W) AD(       ) 3
 SC1200  NAD 27      -  46 18 22.01260(N)    123 42 28.41440(W) AD(       ) 3
 SC1200  NGVD 29 (07/16/87)    1.2    (m)            4.     (f) GPS OBS        
 SC1200
 SC1200.Superseded values are not recommended for survey control.
 SC1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1200.See file dsdata.txt to determine how the superseded data were derived.
 SC1200
 SC1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4539228285(NAD 83)
 SC1200_MARKER: 16 = DAYBEACON
 SC1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1200+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1200
 SC1200  HISTORY     - Date     Condition        Report By
 SC1200  HISTORY     - 1986     FIRST OBSERVED   USCG
 SC1200
 SC1200                          STATION DESCRIPTION
 SC1200
 SC1200'DESCRIBED BY US COAST GUARD 1986 (MRM)
 SC1200'THE DAY BEACON IS LOCATED IN DEEP RIVER, GRAYS BAY. IT IS NUMBER
 SC1200'14710 IN THE CG LIGHT LIST, VOL. VI, PACIFIC COAST AND PACIFIC
 SC1200'ISLANDS, 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1202 ***********************************************************************
 SC1202  DESIGNATION -  DAY BEACON 16
 SC1202  PID         -  SC1202
 SC1202  STATE/COUNTY-  WA/WAHKIAKUM
 SC1202  USGS QUAD   -  ROSBURG (1984)
 SC1202
 SC1202                         *CURRENT SURVEY CONTROL
 SC1202  ___________________________________________________________________
 SC1202* NAD 83(1991)-  46 18 34.61727(N)    123 42 36.29353(W)     ADJUSTED  
 SC1202* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 SC1202  ___________________________________________________________________
 SC1202  X           -  -2,449,443.391 (meters)                     COMP
 SC1202  Y           -  -3,671,385.790 (meters)                     COMP
 SC1202  Z           -   4,589,071.799 (meters)                     COMP
 SC1202  LAPLACE CORR-          11.93  (seconds)                    DEFLEC99
 SC1202  ELLIP HEIGHT-         -21.45  (meters)          (10/15/91) GPS OBS
 SC1202  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SC1202
 SC1202  HORZ ORDER  -  THIRD
 SC1202  ELLP ORDER  -  FOURTH    CLASS I
 SC1202
 SC1202.The horizontal coordinates were established by GPS observations
 SC1202.and adjusted by the National Geodetic Survey in December 1991..
 SC1202
 SC1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1202
 SC1202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1202
 SC1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1202
 SC1202.The ellipsoidal height was determined by GPS observations
 SC1202.and is referenced to NAD 83.
 SC1202
 SC1202.The geoid height was determined by GEOID03.
 SC1202
 SC1202;                    North         East     Units Scale Factor Converg.
 SC1202;SPC WA S     -   113,543.891   252,813.631   MT  0.99992610   -2 19 54.4
 SC1202;SPC WA S     -   372,518.58    829,439.39   sFT  0.99992610   -2 19 54.4
 SC1202;SPC OR N     -   298,623.686 2,252,769.042   MT  1.00009354   -2 16 35.6
 SC1202;SPC OR N     -   979,736.50  7,390,974.55   iFT  1.00009354   -2 16 35.6
 SC1202;UTM  10      - 5,128,693.869   445,324.291   MT  0.99963675   -0 30 48.5
 SC1202
 SC1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1202!SPC WA S     -   1.00000336  x   0.99992610  =   0.99992946
 SC1202!SPC OR N     -   1.00000336  x   1.00009354  =   1.00009690
 SC1202!UTM  10      -   1.00000336  x   0.99963675  =   0.99964011
 SC1202
 SC1202:                Primary Azimuth Mark                     Grid Az
 SC1202:SPC WA S     -  DAY BEACON 14                            172 21 02.2
 SC1202:SPC OR N     -  DAY BEACON 14                            172 17 43.4
 SC1202:UTM  10      -  DAY BEACON 14                            170 31 56.3
 SC1202
 SC1202|---------------------------------------------------------------------|
 SC1202| PID    Reference Object                     Distance      Geod. Az  |
 SC1202|                                                           dddmmss.s |
 SC1202| SC1200 DAY BEACON 14                       414.571 METERS 1700107.8 |
 SC1202|---------------------------------------------------------------------|
 SC1202
 SC1202                          SUPERSEDED SURVEY CONTROL
 SC1202
 SC1202  NAD 83(1991)-  46 18 34.61726(N)    123 42 36.29353(W) AD(       ) 3
 SC1202  NAD 83(1986)-  46 18 34.63156(N)    123 42 36.27044(W) AD(       ) 3
 SC1202  NAD 27      -  46 18 35.23540(N)    123 42 31.77173(W) AD(       ) 3
 SC1202  NGVD 29 (07/16/87)   -0.0    (m)           -0.     (f) GPS OBS        
 SC1202
 SC1202.Superseded values are not recommended for survey control.
 SC1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1202.See file dsdata.txt to determine how the superseded data were derived.
 SC1202
 SC1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4532428694(NAD 83)
 SC1202_MARKER: 16 = DAYBEACON
 SC1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1202+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SC1202
 SC1202  HISTORY     - Date     Condition        Report By
 SC1202  HISTORY     - 1986     FIRST OBSERVED   USCG
 SC1202
 SC1202                          STATION DESCRIPTION
 SC1202
 SC1202'DESCRIBED BY US COAST GUARD 1986 (MRM)
 SC1202'DAY BEACON IS LOCATED IN DEEP RIVER, GRAYS BAY. IT IS NUMBER 14715
 SC1202'IN THE CG LIGHT LIST, VOL. VI, PACIFIC COAST AND PACIFIC ISLANDS,
 SC1202'1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1204 ***********************************************************************
 SC1204  DESIGNATION -  DAY BEACON 2 RYAN ISLAND
 SC1204  PID         -  SC1204
 SC1204  STATE/COUNTY-  WA/WAHKIAKUM
 SC1204  USGS QUAD   -  CATHLAMET (1985)
 SC1204
 SC1204                         *CURRENT SURVEY CONTROL
 SC1204  ___________________________________________________________________
 SC1204* NAD 83(1991)-  46 12 23.78000(N)    123 24 41.59541(W)     ADJUSTED  
 SC1204* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 SC1204  ___________________________________________________________________
 SC1204  X           -  -2,434,838.908 (meters)                     COMP
 SC1204  Y           -  -3,691,007.184 (meters)                     COMP
 SC1204  Z           -   4,581,159.695 (meters)                     COMP
 SC1204  LAPLACE CORR-          11.16  (seconds)                    DEFLEC99
 SC1204  ELLIP HEIGHT-         -14.94  (meters)          (10/15/91) GPS OBS
 SC1204  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SC1204
 SC1204  HORZ ORDER  -  THIRD
 SC1204  ELLP ORDER  -  FOURTH    CLASS I
 SC1204
 SC1204.The horizontal coordinates were established by GPS observations
 SC1204.and adjusted by the National Geodetic Survey in December 1991..
 SC1204
 SC1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1204
 SC1204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1204
 SC1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1204
 SC1204.The ellipsoidal height was determined by GPS observations
 SC1204.and is referenced to NAD 83.
 SC1204
 SC1204.The geoid height was determined by GEOID03.
 SC1204
 SC1204;                    North         East     Units Scale Factor Converg.
 SC1204;SPC WA S     -   101,210.171   275,367.656   MT  0.99993629   -2 06 53.8
 SC1204;SPC WA S     -   332,053.70    903,435.38   sFT  0.99993629   -2 06 53.8
 SC1204;SPC OR N     -   286,308.919 2,275,337.673   MT  1.00005913   -2 03 53.4
 SC1204;SPC OR N     -   939,333.72  7,465,018.61   iFT  1.00005913   -2 03 53.4
 SC1204;UTM  10      - 5,117,085.512   468,251.229   MT  0.99961239   -0 17 49.5
 SC1204
 SC1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1204!SPC WA S     -   1.00000234  x   0.99993629  =   0.99993863
 SC1204!SPC OR N     -   1.00000234  x   1.00005913  =   1.00006147
 SC1204!UTM  10      -   1.00000234  x   0.99961239  =   0.99961473
 SC1204
 SC1204                          SUPERSEDED SURVEY CONTROL
 SC1204
 SC1204  NAD 83(1991)-  46 12 23.78000(N)    123 24 41.59541(W) AD(       ) 3
 SC1204  NAD 83(1986)-  46 12 23.80043(N)    123 24 41.58315(W) AD(       ) 3
 SC1204  NAD 27      -  46 12 24.38368(N)    123 24 37.15762(W) AD(       ) 3
 SC1204  NGVD 29 (07/16/87)    5.2    (m)           17.     (f) GPS OBS        
 SC1204
 SC1204.Superseded values are not recommended for survey control.
 SC1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1204.See file dsdata.txt to determine how the superseded data were derived.
 SC1204
 SC1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6825117086(NAD 83)
 SC1204_MARKER: 16 = DAYBEACON
 SC1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1204+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2001
 SC1204
 SC1204  HISTORY     - Date     Condition        Report By
 SC1204  HISTORY     - 1986     FIRST OBSERVED   USCG
 SC1204  HISTORY     - 20010728 GOOD             USPSQD
 SC1204
 SC1204                          STATION DESCRIPTION
 SC1204
 SC1204'DESCRIBED BY US COAST GUARD 1986 (MRM)
 SC1204'DAY BEACON IS LOCATED AT RYAN ISLAND, ABOUT 1.5 MI W OF CATHLAMET,
 SC1204'WA.
 SC1204
 SC1204                          STATION RECOVERY (2001)
 SC1204
 SC1204'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAK)
 SC1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0364 ***********************************************************************
 SD0364  DESIGNATION -  DAY BEACON 6 ILWACO HARBOR
 SD0364  PID         -  SD0364
 SD0364  STATE/COUNTY-  WA/WAHKIAKUM
 SD0364  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0364
 SD0364                         *CURRENT SURVEY CONTROL
 SD0364  ___________________________________________________________________
 SD0364* NAD 83(1991)-  46 16 18.38573(N)    124 01 48.29064(W)     ADJUSTED  
 SD0364* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 SD0364  ___________________________________________________________________
 SD0364  X           -  -2,471,611.361 (meters)                     COMP
 SD0364  Y           -  -3,660,168.003 (meters)                     COMP
 SD0364  Z           -   4,586,164.860 (meters)                     COMP
 SD0364  LAPLACE CORR-          13.37  (seconds)                    DEFLEC99
 SD0364  ELLIP HEIGHT-         -21.89  (meters)          (12/09/91) GPS OBS
 SD0364  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 SD0364
 SD0364  HORZ ORDER  -  THIRD
 SD0364  ELLP ORDER  -  FOURTH    CLASS I
 SD0364
 SD0364.The horizontal coordinates were established by GPS observations
 SD0364.and adjusted by the National Geodetic Survey in December 1991..
 SD0364
 SD0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0364
 SD0364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SD0364
 SD0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0364
 SD0364.The ellipsoidal height was determined by GPS observations
 SD0364.and is referenced to NAD 83.
 SD0364
 SD0364.The geoid height was determined by GEOID03.
 SD0364
 SD0364;                    North         East     Units Scale Factor Converg.
 SD0364;SPC WA S     -   110,394.768   228,000.215   MT  0.99992947   -2 33 51.2
 SD0364;SPC WA S     -   362,186.83    748,030.71   sFT  0.99992947   -2 33 51.2
 SD0364;SPC OR N     -   295,448.942 2,227,954.875   MT  1.00008052   -2 30 12.5
 SD0364;SPC OR N     -   969,320.68  7,309,563.24   iFT  1.00008052   -2 30 12.5
 SD0364;UTM  10      - 5,124,759.746   420,630.060   MT  0.99967744   -0 44 39.8
 SD0364
 SD0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0364!SPC WA S     -   1.00000343  x   0.99992947  =   0.99993290
 SD0364!SPC OR N     -   1.00000343  x   1.00008052  =   1.00008395
 SD0364!UTM  10      -   1.00000343  x   0.99967744  =   0.99968087
 SD0364
 SD0364|---------------------------------------------------------------------|
 SD0364| PID    Reference Object                     Distance      Geod. Az  |
 SD0364|                                                           dddmmss.s |
 SD0364| SD0367 LIGHT 1 ILWACO HARBOR               331.881 METERS 18414     |
 SD0364|---------------------------------------------------------------------|
 SD0364
 SD0364                          SUPERSEDED SURVEY CONTROL
 SD0364
 SD0364  NAD 83(1991)-  46 16 18.38573(N)    124 01 48.29063(W) AD(       ) 3
 SD0364  NAD 83(1986)-  46 16 18.39348(N)    124 01 48.25365(W) AD(       ) 3
 SD0364  NAD 27      -  46 16 19.03211(N)    124 01 43.71613(W) AD(       ) 3
 SD0364  NGVD 29 (07/16/87)    1.1    (m)            4.     (f) GPS OBS        
 SD0364
 SD0364.Superseded values are not recommended for survey control.
 SD0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0364.See file dsdata.txt to determine how the superseded data were derived.
 SD0364
 SD0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2063024760(NAD 83)
 SD0364_MARKER: 16 = DAYBEACON
 SD0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0364+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SD0364
 SD0364  HISTORY     - Date     Condition        Report By
 SD0364  HISTORY     - 1986     FIRST OBSERVED   USCG
 SD0364
 SD0364                          STATION DESCRIPTION
 SD0364
 SD0364'DESCRIBED BY US COAST GUARD 1986 (MRM)
 SD0364'DAY BEACON IS LOCATED IN THE ILWACO HARBOR ENTRANCE CHANNEL. IT IS
 SD0364'NUMBER 14430 IN THE CG LIGHT LIST, VOL. VI, PACIFIC COAST AND
 SD0364'PACIFIC ISLANDS, 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0365 ***********************************************************************
 SD0365  DESIGNATION -  DAY BEACON 7 ILWACO HARBOR
 SD0365  PID         -  SD0365
 SD0365  STATE/COUNTY-  WA/WAHKIAKUM
 SD0365  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0365
 SD0365                         *CURRENT SURVEY CONTROL
 SD0365  ___________________________________________________________________
 SD0365* NAD 83(1991)-  46 16 23.38280(N)    124 01 53.24516(W)     ADJUSTED  
 SD0365* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 SD0365  ___________________________________________________________________
 SD0365  X           -  -2,471,637.335 (meters)                     COMP
 SD0365  Y           -  -3,660,016.908 (meters)                     COMP
 SD0365  Z           -   4,586,272.364 (meters)                     COMP
 SD0365  LAPLACE CORR-          13.39  (seconds)                    DEFLEC99
 SD0365  ELLIP HEIGHT-         -20.71  (meters)          (12/09/91) GPS OBS
 SD0365  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 SD0365
 SD0365  HORZ ORDER  -  THIRD
 SD0365  ELLP ORDER  -  FOURTH    CLASS I
 SD0365
 SD0365.The horizontal coordinates were established by GPS observations
 SD0365.and adjusted by the National Geodetic Survey in December 1991..
 SD0365
 SD0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0365
 SD0365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SD0365
 SD0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0365
 SD0365.The ellipsoidal height was determined by GPS observations
 SD0365.and is referenced to NAD 83.
 SD0365
 SD0365.The geoid height was determined by GEOID03.
 SD0365
 SD0365;                    North         East     Units Scale Factor Converg.
 SD0365;SPC WA S     -   110,553.643   227,901.148   MT  0.99992934   -2 33 54.8
 SD0365;SPC WA S     -   362,708.08    747,705.68   sFT  0.99992934   -2 33 54.8
 SD0365;SPC OR N     -   295,607.736 2,227,855.625   MT  1.00008099   -2 30 16.1
 SD0365;SPC OR N     -   969,841.65  7,309,237.61   iFT  1.00008099   -2 30 16.1
 SD0365;UTM  10      - 5,124,915.356   420,526.024   MT  0.99967764   -0 44 43.5
 SD0365
 SD0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0365!SPC WA S     -   1.00000325  x   0.99992934  =   0.99993259
 SD0365!SPC OR N     -   1.00000325  x   1.00008099  =   1.00008424
 SD0365!UTM  10      -   1.00000325  x   0.99967764  =   0.99968089
 SD0365
 SD0365:                Primary Azimuth Mark                     Grid Az
 SD0365:SPC WA S     -  LIGHT 1 ILWACO HARBOR                    173 01 19.6
 SD0365:SPC OR N     -  LIGHT 1 ILWACO HARBOR                    172 57 40.9
 SD0365:UTM  10      -  LIGHT 1 ILWACO HARBOR                    171 12 08.3
 SD0365
 SD0365|---------------------------------------------------------------------|
 SD0365| PID    Reference Object                     Distance      Geod. Az  |
 SD0365|                                                           dddmmss.s |
 SD0365| SD0367 LIGHT 1 ILWACO HARBOR               492.078 METERS 1702724.8 |
 SD0365|---------------------------------------------------------------------|
 SD0365
 SD0365                          SUPERSEDED SURVEY CONTROL
 SD0365
 SD0365  NAD 83(1991)-  46 16 23.38281(N)    124 01 53.24516(W) AD(       ) 3
 SD0365  NAD 83(1986)-  46 16 23.39052(N)    124 01 53.20937(W) AD(       ) 3
 SD0365  NAD 27      -  46 16 24.02920(N)    124 01 48.67016(W) AD(       ) 3
 SD0365  NGVD 29 (07/16/87)    2.2    (m)            7.     (f) GPS OBS        
 SD0365
 SD0365.Superseded values are not recommended for survey control.
 SD0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0365.See file dsdata.txt to determine how the superseded data were derived.
 SD0365
 SD0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2052624915(NAD 83)
 SD0365_MARKER: 16 = DAYBEACON
 SD0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0365+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SD0365
 SD0365  HISTORY     - Date     Condition        Report By
 SD0365  HISTORY     - 1986     FIRST OBSERVED   USCG
 SD0365
 SD0365                          STATION DESCRIPTION
 SD0365
 SD0365'DESCRIBED BY US COAST GUARD 1986 (MRM)
 SD0365'DAY BEACON IS LOCATED IN ILWACO HARBOR ENTRANCE CHANNEL. IT IS
 SD0365'NUMBER 14435 IN THE CG LIGHT LIST, VOL. VI, PACIFIC COAST AND
 SD0365'PACIFIC ISLANDS, 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1566 ***********************************************************************
 TR1566  DESIGNATION -  DAY MARK
 TR1566  PID         -  TR1566
 TR1566  STATE/COUNTY-  WA/JEFFERSON
 TR1566  USGS QUAD   -  NORDLAND (1973)
 TR1566
 TR1566                         *CURRENT SURVEY CONTROL
 TR1566  ___________________________________________________________________
 TR1566* NAD 83(1991)-  48 04 21.04457(N)    122 44 33.11141(W)     ADJUSTED  
 TR1566* NAVD 88     -                                                        
 TR1566  ___________________________________________________________________
 TR1566  LAPLACE CORR-          -9.77  (seconds)                    DEFLEC99
 TR1566  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 TR1566
 TR1566  HORZ ORDER  -  THIRD
 TR1566
 TR1566.The horizontal coordinates were established by classical geodetic methods
 TR1566.and adjusted by the National Geodetic Survey in December 1991..
 TR1566
 TR1566
 TR1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1566
 TR1566.The geoid height was determined by GEOID03.
 TR1566
 TR1566;                    North         East     Units Scale Factor Converg.
 TR1566;SPC WA N     -   121,008.883   357,747.988   MT  0.99994257   -1 25 17.2
 TR1566;SPC WA N     -   397,009.98  1,173,711.52   sFT  0.99994257   -1 25 17.2
 TR1566;UTM  10      - 5,324,391.786   519,179.097   MT  0.99960452   +0 11 29.6
 TR1566
 TR1566                          SUPERSEDED SURVEY CONTROL
 TR1566
 TR1566  NAD 83(1986)-  48 04 21.04413(N)    122 44 33.11655(W) AD(       ) 4
 TR1566  NAD 27      -  48 04 21.71000(N)    122 44 28.51000(W) AD(       ) 3
 TR1566
 TR1566.Superseded values are not recommended for survey control.
 TR1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1566.See file dsdata.txt to determine how the superseded data were derived.
 TR1566
 TR1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1917924392(NAD 83)
 TR1566
 TR1566  HISTORY     - Date     Condition        Report By
 TR1566  HISTORY     - 1926     MONUMENTED       CGS
 TR1566  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1566
 TR1566                          STATION DESCRIPTION
 TR1566
 TR1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR1566'A WHITE TRIANGULATION BEACON ON WALAN POINT.  IT IS NOT AT THE
 TR1566'EXTREMITY OF THE POINT BUT IS BACK NEAR THE FOOT OF THE
 TR1566'BLUFF.  THIS IS AN INTERSECTION STATION.
 TR1566
 TR1566                          STATION RECOVERY (1961)
 TR1566
 TR1566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1566'STATION DESTROYED.  AN AZIMUTH TO STATION WAS OBSERVED FROM WALAN
 TR1566'POINT 1941.  A POLE ABOUT 25 FEET HIGH WHICH PROBABLY SUPPORTED
 TR1566'THE WHITE TRIANGULATION BEACON WAS RECOVERED IN THE APPROXIMATE
 TR1566'LOCATION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1807 ***********************************************************************
 SY1807  DESIGNATION -  DAYTON
 SY1807  PID         -  SY1807
 SY1807  STATE/COUNTY-  WA/MASON
 SY1807  USGS QUAD   -  SHELTON VALLEY (1981)
 SY1807
 SY1807                         *CURRENT SURVEY CONTROL
 SY1807  ___________________________________________________________________
 SY1807* NAD 83(1991)-  47 11 41.65551(N)    123 13 53.47326(W)     ADJUSTED  
 SY1807* NAVD 88     -       308.8    (meters)    1013.     (feet)  VERTCON   
 SY1807  ___________________________________________________________________
 SY1807  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 SY1807  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SY1807
 SY1807  HORZ ORDER  -  SECOND
 SY1807
 SY1807.The horizontal coordinates were established by classical geodetic methods
 SY1807.and adjusted by the National Geodetic Survey in December 1991..
 SY1807
 SY1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1807
 SY1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1807
 SY1807.The geoid height was determined by GEOID03.
 SY1807
 SY1807;                    North         East     Units Scale Factor Converg.
 SY1807;SPC WA S     -   210,503.866   293,055.495   MT  0.99997127   -1 59 03.0
 SY1807;SPC WA S     -   690,628.10    961,466.24   sFT  0.99997127   -1 59 03.0
 SY1807;UTM  10      - 5,226,849.485   482,462.646   MT  0.99960378   -0 10 11.5
 SY1807
 SY1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1807!SPC WA S     -   0.99995494  x   0.99997127  =   0.99992621
 SY1807!UTM  10      -   0.99995494  x   0.99960378  =   0.99955873
 SY1807
 SY1807|---------------------------------------------------------------------|
 SY1807| PID    Reference Object                     Distance      Geod. Az  |
 SY1807|                                                           dddmmss.s |
 SY1807| DD9582 DAYTON RM 1                           7.040 METERS 03235     |
 SY1807| SY1808 DAYTON PEAK LOOKOUT HOUSE 1954       20.870 METERS 13838     |
 SY1807| DD9581 DAYTON AZ MK                                       1514834.1 |
 SY1807| DD9584 DAYTON RM 3                          10.524 METERS 16329     |
 SY1807| DD9583 DAYTON RM 2                          13.559 METERS 22939     |
 SY1807| SY1822 SOUTH MTN RESET                     APPROX.16.9 KM 3205658.4 |
 SY1807|---------------------------------------------------------------------|
 SY1807
 SY1807                          SUPERSEDED SURVEY CONTROL
 SY1807
 SY1807  NAD 83(1986)-  47 11 41.65521(N)    123 13 53.48068(W) AD(       ) 2
 SY1807  NAD 27      -  47 11 42.32000(N)    123 13 48.92700(W) AD(       ) 2
 SY1807  NGVD 29 (07/19/86)  307.8    (m)         1010.     (f) VERT ANG       
 SY1807
 SY1807.Superseded values are not recommended for survey control.
 SY1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1807.See file dsdata.txt to determine how the superseded data were derived.
 SY1807
 SY1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT8246326849(NAD 83)
 SY1807_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1807_SETTING: 66 = SET IN ROCK OUTCROP
 SY1807
 SY1807  HISTORY     - Date     Condition        Report By
 SY1807  HISTORY     - 1954     MONUMENTED       CGS
 SY1807  HISTORY     - 1973     SEE DESCRIPTION  USGS
 SY1807  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY1807
 SY1807                          STATION DESCRIPTION
 SY1807
 SY1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY1807'THE STATION IS LOCATED ABOUT 6 MILES (AIRLINE) WEST OF SHELTON,
 SY1807'AND ABOUT 2 MILES (AIRLINE) SOUTH OF THE DAYTON SCHOOL HOUSE.  THE
 SY1807'STATION IS ON THE NORTHWEST END OF RIDGE AT THE STATE FOREST
 SY1807'SERVICE LOOKOUT HOUSE, DAYTON PEAK.
 SY1807'
 SY1807'TO REACH THE STATION FROM THE POST OFFICE IN SHELTON, GO WEST ON
 SY1807'RAILROAD STREET AND FOLLOW THE HARD SURFACED ROAD FOR 1.8 MILES
 SY1807'TO A FORK.  TAKE RIGHT FORK, UP GRADE, FOR 1.7 MILES TO A SIDE
 SY1807'ROAD LEFT, AT SIGN, STATE FORESTRY LOOKOUT DAYTON PEAK.  TURN
 SY1807'LEFT, GO 3.0 MILES TO A FORK.  TAKE RIGHT FORK, UP GRADE, AND GO
 SY1807'1.05 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT
 SY1807'AHEAD FOR 0.5 MILE TO THE LOOKOUT AND THE STATION.
 SY1807'
 SY1807'STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 SY1807'OUTCROPPING BEDROCK, AND STAMPED DAYTON 1954, IS ON THE NORTHERN
 SY1807'RIM OF THE RIDGE, ABOUT 35 FEET NORTH OF THE NORTHWEST CORNER OF
 SY1807'LOOKOUT HOUSE.  THE OUTCROP OF SAND ROCK IS ABOUT 2 FEET SQUARE
 SY1807'AND PROJECTS 1 INCH ABOVE GROUND.  NO UNDERGROUND STATION MARK
 SY1807'WAS ESTABLISHED.
 SY1807'
 SY1807'REFERENCE MARK 1, A STANDARD DISK SET IN A SQUARE CONCRETE POST,
 SY1807'AND STAMPED DAYTON NO 1 1954, IS ON THE NORTHEAST SLOPE OF
 SY1807'RIDGE.  THE CONCRETE POST PROJECTS 6 INCHES ABOVE GROUND.
 SY1807'
 SY1807'REFERENCE MARK 2, A STANDARD DISK SET IN A SQUARE CONCRETE POST,
 SY1807'AND STAMPED DAYTON NO 2 1954, IS ON THE NORTHERN RIM OF THE RIDGE,
 SY1807'ABOUT 65 FEET WEST NORTHWEST OF THE LOOKOUT HOUSE.  THE POST
 SY1807'PROJECTS 6 INCHES ABOVE GROUND.
 SY1807'
 SY1807'AZIMUTH MARK, A STANDARD DISK SET IN A SQUARE CONCRETE POST, AND
 SY1807'STAMPED DAYTON 1954, IS 17 FEET EAST OF THE ROAD WHICH LEADS TO
 SY1807'THE STATION, AND 4 FEET NORTH OF A STANDARD WITNESS POST.  THE
 SY1807'POST PROJECTS 4 INCHES ABOVE GROUND.
 SY1807'
 SY1807'THE STATE FOREST SERVICE LOOKOUT HOUSE, DAYTON PEAK, IS ABOUT A
 SY1807'60 FEET BY 20 FEET WOODEN STRUCTURE WHICH HAS A SECOND STORY, THE
 SY1807'OBSERVATION TOWER, NEAR THE CENTER OF THE BUILDING.  A TRAVERSE
 SY1807'CONNECTION WAS MADE FROM THE STATION TO THE APEX OF THE ROOF OF
 SY1807'LOOKOUT HOUSE.  THE DISTANCE BEING 20.87 METERS (68.49 FEET) FROM
 SY1807'STATION TO LOOKOUT.
 SY1807'
 SY1807'NOTE--A 4 FT. STAND WAS USED.
 SY1807
 SY1807                          STATION RECOVERY (1973)
 SY1807
 SY1807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SY1807'THE STATION MARK HAS BEEN CUT OFF AND IS GONE.  THE SHANK IS STILL
 SY1807'IN THE DRILL HOLE.  RM 1 WAS RECOVERED IN GOOD CONDITION.  RM 2 IS
 SY1807'IN THE CONCRETE POST WHICH IS LOOSE AND LAYING ON ITS SIDE.  THE
 SY1807'LOOK-OUT HOUSE HAS BEEN DESTROYED.
 SY1807
 SY1807                          STATION RECOVERY (1976)
 SY1807
 SY1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SY1807'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.  THE STATION
 SY1807'DISK HAS BEEN CUT OFF, LEAVING THE STEM OF THE DISK IN THE
 SY1807'ROCK.  REFERENCE MARK NO. 2 WAS FOUND TILTED ALMOST HORIZONTAL.
 SY1807'THE AZIMUTH MARK WAS NOT FOUND AND IF IT DOES STILL EXIST, TREES
 SY1807'WOULD BLOCK THE LINE OF SITE TO THE STATION.
 SY1807'
 SY1807'THE STATION IS ABOUT 6 MILES WEST-SOUTHWEST OF SHELTON, 2-1/4
 SY1807'MILES SOUTH OF DAYTON, ON THE NORTHWEST END OF A RIDGE (DAYTON
 SY1807'PEAK) AT THE FORMER SITE OF A LOOKOUT TOWER, IN SECTION 30, T 20
 SY1807'N, R 4 W..  THERE IS A COMMUNICATIONS INSTALLATION (REPEATER
 SY1807'SITE) ON THE PEAK ABOUT 1/2 MILE SOUTHEAST OF THE STATION.
 SY1807'
 SY1807'TO REACH THE STATION FROM THE POST OFFICE IN SHELTON, GO WEST ON
 SY1807'RAILROAD STREET AND THE BLACKTOP ROAD LEADING TO MATLOCK, FOR 1.5
 SY1807'MILES TO U.S. HIGHWAY 101 OVERPASS, CONTINUE STRAIGHT AHEAD 0.15
 SY1807'MILE, KEEP RIGHT FORK 0.2 MILE, KEEP RIGHT FORK AND CONTINUE ON
 SY1807'THE MAIN BLACKTOP ROAD TOWARD MATLOCK FOR 1.7 MILES TO A GRAVEL
 SY1807'ROAD LEFT AT THE WEST END OF A CURVE TO THE RIGHT, (DAYTON PEAK
 SY1807'ROAD), TURN LEFT AND FOLLOW THE MAIN GRAVEL ROAD 1.6 MILES TO A
 SY1807'Y, KEEP RIGHT, GO 0.25 MILE TO A Y, KEEP LEFT 0.25 MILE TO A
 SY1807'DIM ROAD RIGHT, KEEP LEFT 0.9 MILE, KEEP RIGHT, GO 0.95 MILE
 SY1807'TO A Y, KEEP RIGHT, GO 0.15 MILE TO A Y, KEEP LEFT ON THE LOWER
 SY1807'ROAD AND GO 0.5 MILE TO A SMALL, BARE, ROCKY SUMMIT AND THE
 SY1807'STATION.
 SY1807'
 SY1807'THE STATION MARK IS THE STEM OF THE ORIGINAL DISK IN A 1-FOOT
 SY1807'DIAMETER PORTION OF EXPOSED BEDROCK, ABOUT 4 FEET SOUTH OF THE NORTH
 SY1807'EDGE OF THE SUMMIT, 18.0 FEET EAST OF THE CENTER OF A 3-FOOT SQUARE
 SY1807'CONCRETE SLAB WHICH IS ON THE NORTHWESTERN EDGE OF THE SUMMIT, AND
 SY1807'5 FEET NORTH OF A 6-FOOT HIGH SPLIT POST WHICH WAS PROBABLY USED
 SY1807'AS A SWIVEL TO RAISE AND LOWER A FLAGPOLE.
 SY1807'
 SY1807'REFERENCE MARK NO. 1, STAMPED DAYTON NO 1 1954, IS A STANDARD DISK
 SY1807'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES, ON THE
 SY1807'NORTHERNMOST EDGE OF THE SUMMIT WHERE THE GROUND BREAKS SHARPLY TO
 SY1807'THE NORTH.
 SY1807'
 SY1807'REFERENCE MARK NO. 3, STAMPED DAYTON 1954 NO 3 1976, IS A STANDARD
 SY1807'DISK SET IN EXPOSED BEDROCK, ABOUT 15 FEET SOUTHEAST OF THE CENTER
 SY1807'OF THE SUMMIT, 41.9 FEET SOUTHEAST OF THE CENTER OF THE 3-FOOT
 SY1807'SQUARE CONCRETE SLAB AND 25 FEET NORTHEAST OF THE POINT WHERE THE
 SY1807'ROAD COMES ONTO THE SUMMIT.
 SY1807'
 SY1807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1807'6 MILES WEST-SOUTHWEST OF SHELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1808 ***********************************************************************
 SY1808  DESIGNATION -  DAYTON PEAK LOOKOUT HOUSE 1954
 SY1808  PID         -  SY1808
 SY1808  STATE/COUNTY-  WA/MASON
 SY1808  USGS QUAD   -  SHELTON VALLEY (1981)
 SY1808
 SY1808                         *CURRENT SURVEY CONTROL
 SY1808  ___________________________________________________________________
 SY1808* NAD 83(1991)-  47 11 41.14832(N)    123 13 52.81802(W)     ADJUSTED  
 SY1808* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 SY1808  ___________________________________________________________________
 SY1808  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 SY1808  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SY1808
 SY1808  HORZ ORDER  -  SECOND
 SY1808
 SY1808.The horizontal coordinates were established by classical geodetic methods
 SY1808.and adjusted by the National Geodetic Survey in December 1991..
 SY1808
 SY1808.The orthometric height was scaled from a topographic map.
 SY1808
 SY1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1808
 SY1808.The geoid height was determined by GEOID03.
 SY1808
 SY1808;                    North         East     Units Scale Factor Converg.
 SY1808;SPC WA S     -   210,487.736   293,068.737   MT  0.99997125   -1 59 02.5
 SY1808;SPC WA S     -   690,575.18    961,509.68   sFT  0.99997125   -1 59 02.5
 SY1808;UTM  10      - 5,226,833.787   482,476.387   MT  0.99960377   -0 10 11.0
 SY1808
 SY1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1808!SPC WA S     -   0.99995490  x   0.99997125  =   0.99992616
 SY1808!UTM  10      -   0.99995490  x   0.99960377  =   0.99955869
 SY1808
 SY1808                          SUPERSEDED SURVEY CONTROL
 SY1808
 SY1808  NAD 83(1986)-  47 11 41.14803(N)    123 13 52.82543(W) AD(       ) 2
 SY1808  NAD 27      -  47 11 41.81300(N)    123 13 48.27200(W) AD(       ) 2
 SY1808
 SY1808.Superseded values are not recommended for survey control.
 SY1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1808.See file dsdata.txt to determine how the superseded data were derived.
 SY1808
 SY1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT8247626834(NAD 83)
 SY1808
 SY1808  HISTORY     - Date     Condition        Report By
 SY1808  HISTORY     - 1954     MONUMENTED       CGS
 SY1808
 SY1808                          STATION DESCRIPTION
 SY1808
 SY1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY1808'THE STATION IS THE STATE FOREST SERVICE LOOKOUT HOUSE AT DAYTON
 SY1808'PEAK.  LOCATED ABOUT 6 MILES, AIRLINE, WEST OF SHELTON, AND ABOUT
 SY1808'2 MILES, AIRLINE, SOUTH OF DAYTON SCHOOL HOUSE.
 SY1808'
 SY1808'THE LOOKOUT HOUSE IS ABOUT A 60-FEET BY 20-FEET WOODEN STRUCTURE
 SY1808'WHICH HAS A SECOND STORY NEAR THE CENTER OF THE BUILDING.
 SY1808'
 SY1808'A TRAVERSE CONNECTION WAS MADE FROM THE STATION TO THE APEX OF
 SY1808'THE ROOF OF THE LOOKOUT HOUSE.  THE DISTANCE BEING 20.87 METERS
 SY1808'(68.49 FEET) FROM STATION TO LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0368 ***********************************************************************
 TO0368  DESIGNATION -  DD 233
 TO0368  PID         -  TO0368
 TO0368  STATE/COUNTY-  WA/PEND OREILLE
 TO0368  USGS QUAD   -  NEWPORT (1986)
 TO0368
 TO0368                         *CURRENT SURVEY CONTROL
 TO0368  ___________________________________________________________________
 TO0368* NAD 83(1986)-  48 13 28.     (N)    117 05 03.     (W)     SCALED    
 TO0368* NAVD 88     -       633.692  (meters)    2079.04   (feet)  ADJUSTED  
 TO0368  ___________________________________________________________________
 TO0368  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TO0368  DYNAMIC HT  -         633.749 (meters)    2079.22  (feet)  COMP
 TO0368  MODELED GRAV-     980,680.3   (mgal)                       NAVD 88
 TO0368
 TO0368  VERT ORDER  -  FIRST     CLASS II
 TO0368
 TO0368.The horizontal coordinates were scaled from a topographic map and have
 TO0368.an estimated accuracy of +/- 6 seconds.
 TO0368
 TO0368.The orthometric height was determined by differential leveling
 TO0368.and adjusted by the National Geodetic Survey in June 1991..
 TO0368
 TO0368.The geoid height was determined by GEOID03.
 TO0368
 TO0368.The dynamic height is computed by dividing the NAVD 88
 TO0368.geopotential number by the normal gravity value computed on the
 TO0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0368.degrees latitude (g = 980.6199 gals.).
 TO0368
 TO0368.The modeled gravity was interpolated from observed gravity values.
 TO0368
 TO0368;                    North         East    Units  Estimated Accuracy
 TO0368;SPC WA N     -   142,920.      778,440.      MT  (+/- 180 meters Scaled)
 TO0368
 TO0368                          SUPERSEDED SURVEY CONTROL
 TO0368
 TO0368.No superseded survey control is available for this station.
 TO0368
 TO0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP937412(NAD 83)
 TO0368_MARKER: DB = BENCH MARK DISK
 TO0368_SETTING: 80 = SET IN A BOULDER
 TO0368_SP_SET: BOULDER
 TO0368_STAMPING: DD 233 1942
 TO0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0368+STABILITY: SURFACE MOTION
 TO0368
 TO0368  HISTORY     - Date     Condition        Report By
 TO0368  HISTORY     - 1942     MONUMENTED       CGS
 TO0368  HISTORY     - 1966     MARK NOT FOUND   USGS
 TO0368
 TO0368                          STATION DESCRIPTION
 TO0368
 TO0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0368'4.1 MI NW FROM NEWPORT.
 TO0368'ALONG CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RR, FROM DEPOT, 50 FEET
 TO0368'SOUTH OF THE SOUTH END OF A CUT, 24 FEET NORTH OF TRACK AND ABOUT
 TO0368'TRACK LEVEL.  A DISK SET IN A BOULDER.
 TO0368
 TO0368                          STATION RECOVERY (1966)
 TO0368
 TO0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TO0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2022 ***********************************************************************
 RC2022  DESIGNATION -  DEAD
 RC2022  PID         -  RC2022
 RC2022  STATE/COUNTY-  WA/KLICKITAT
 RC2022  USGS QUAD   -  GRAYBACK MOUNTAIN (1983)
 RC2022
 RC2022                         *CURRENT SURVEY CONTROL
 RC2022  ___________________________________________________________________
 RC2022* NAD 83(1991)-  45 57 51.80746(N)    121 07 19.94231(W)     ADJUSTED  
 RC2022* NAVD 88     -       705.3    (meters)    2314.     (feet)  VERTCON   
 RC2022  ___________________________________________________________________
 RC2022  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 RC2022  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 RC2022
 RC2022  HORZ ORDER  -  SECOND
 RC2022
 RC2022.The horizontal coordinates were established by classical geodetic methods
 RC2022.and adjusted by the National Geodetic Survey in December 1991..
 RC2022
 RC2022.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2022
 RC2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2022
 RC2022.The geoid height was determined by GEOID03.
 RC2022
 RC2022;                    North         East     Units Scale Factor Converg.
 RC2022;SPC WA S     -    70,332.413   451,772.755   MT  0.99997286   -0 27 07.1
 RC2022;SPC WA S     -   230,748.92  1,482,191.11   sFT  0.99997286   -0 27 07.1
 RC2022;UTM  10      - 5,091,805.414   645,494.325   MT  0.99986024   +1 21 00.7
 RC2022
 RC2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2022!SPC WA S     -   0.99989268  x   0.99997286  =   0.99986554
 RC2022!UTM  10      -   0.99989268  x   0.99986024  =   0.99975293
 RC2022
 RC2022|---------------------------------------------------------------------|
 RC2022| PID    Reference Object                     Distance      Geod. Az  |
 RC2022|                                                           dddmmss.s |
 RC2022| CF4277 DEAD RM 1                             3.173 METERS 09256     |
 RC2022| CF4278 DEAD RM 2                             5.238 METERS 20517     |
 RC2022| RC2037 RAIL                                APPROX. 2.7 KM 3314351.0 |
 RC2022|---------------------------------------------------------------------|
 RC2022
 RC2022                          SUPERSEDED SURVEY CONTROL
 RC2022
 RC2022  NAD 83(1991)-  45 57 51.81144(N)    121 07 19.94516(W) AD(       ) 2
 RC2022  NAD 83(1986)-  45 57 51.82528(N)    121 07 19.93401(W) AD(       ) 2
 RC2022  NAD 27      -  45 57 52.38600(N)    121 07 15.66600(W) AD(       ) 2
 RC2022  NGVD 29 (07/19/86)  704.2    (m)         2310.     (f) VERT ANG       
 RC2022
 RC2022.Superseded values are not recommended for survey control.
 RC2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2022.See file dsdata.txt to determine how the superseded data were derived.
 RC2022
 RC2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4549491805(NAD 83)
 RC2022_MARKER: DS = TRIANGULATION STATION DISK
 RC2022_SETTING: 80 = SET IN A BOULDER
 RC2022_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RC2022
 RC2022  HISTORY     - Date     Condition        Report By
 RC2022  HISTORY     - 1947     MONUMENTED       CGS
 RC2022
 RC2022                          STATION DESCRIPTION
 RC2022
 RC2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2022'THE STATION IS LOCATED ABOUT 9 MILES EAST SOUTHEAST OF THE TOWN
 RC2022'OF GLENWOOD, 10 MILES NORTH OF THE TOWN OF KLICKITAT, AND ABOUT
 RC2022'18 MILES NORTHWEST OF THE TOWN OF GOLDENDALE ON THE SUMMIT OF
 RC2022'THE TOE OF A RIDGE THAT EXTENDS SOUTH SOUTHEASTERLY TO THE
 RC2022'KLICKITAT RIVER.
 RC2022'
 RC2022'THE MARK IS ABOUT 100 YARDS SOUTH SOUTHEAST OF A CLUMP OF LARGE
 RC2022'PINES THAT SKIRT THE RIM OF THE RIDGE, IN THE MIDST OF THE SCRUB
 RC2022'OAK AND BRUSH THAT COVER THE TOP OF THE RIDGE.  THE MARK IS AT A
 RC2022'POINT ABOUT 2 FEET LOWER THAN THE HIGHEST POINT IN THE IMMEDIATE
 RC2022'VICINITY AND IS STAMPED DEAD 1947.
 RC2022'
 RC2022'REFERENCE MARK NUMBER 1, STAMPED DEAD NO 1 1947, IS A STANDARD
 RC2022'REFERENCE MARK DISK THAT IS CEMENTED IN A DRILL HOLE IN A BURIED
 RC2022'BOULDER THAT IS ABOUT 1-1/2 FEET IN DIAMETER AND IS THE SAME
 RC2022'ELEVATION AS THE STATION.
 RC2022'
 RC2022'REFERENCE MARK NUMBER 2, STAMPED DEAD NO 2 1947, IS A STANDARD
 RC2022'REFERENCE MARK DISK THAT IS CEMENTED IN A DRILL HOLE IN A BURIED
 RC2022'BOULDER THAT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 RC2022'
 RC2022'TO REACH THE STATION FROM THE CORNER OF NORTH COLUMBUS AND
 RC2022'BROADWAY IN THE TOWN OF GOLDENDALE, GO WEST ON BROADWAY TOWARDS
 RC2022'KLICKITAT FOR 10.0 MILES TO A GRAVEL ROAD LEADING NORTH AT A SIGN
 RC2022'GLENWOOD 25 MILES.  TURN RIGHT ON THE GRAVEL ROAD AND GO 1.1
 RC2022'MILES TO A Y FORK.  KEEP THE RIGHT FORK FOR 0.6 MILE TO ANOTHER
 RC2022'FORK.  TAKE THE LEFT FORK AND CONTINUE ON THE GRAVEL ROAD FOR
 RC2022'9.4 MILES TO THE BRIDGE ACROSS THE KLICKITAT RIVER.  CROSS THE
 RC2022'BRIDGE AND GO 2.2 MILES TO A TRACK ROAD TO THE LEFT.  TURN LEFT
 RC2022'AND GO ABOUT 0.1 MILE TO THE RAILROAD TRACKS AND THE FOOT OF
 RC2022'THE HILL.  FROM HERE THE STATION IS ABOUT 3/4 MILE UP
 RC2022'THE RIDGE TO THE NORTHEAST.
 RC2022'
 RC2022'SUB STATION A IS AN OLD UPROOTED AND WEATHERED LOG AS SEEN ON
 RC2022'PHOTOGRAPH 68 V-82 AND IS 1.39 METERS HIGHER THAN THE STATION.
 RC2022'
 RC2022'NOTE--CURRENT CONSTRUCTION ON THE GLENWOOD HIGHWAY MAY CHANGE
 RC2022'THE MILEAGES ON THE DESCRIPTION OF HOW TO REACH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1620 ***********************************************************************
 SY1620  DESIGNATION -  DEAD TREE PT S OF HAMA HAMA 2
 SY1620  PID         -  SY1620
 SY1620  STATE/COUNTY-  WA/MASON
 SY1620  USGS QUAD   -  ELDON (1985)
 SY1620
 SY1620                         *CURRENT SURVEY CONTROL
 SY1620  ___________________________________________________________________
 SY1620* NAD 83(1991)-  47 31 50.05634(N)    123 03 04.53336(W)     ADJUSTED  
 SY1620* NAVD 88     -                                                        
 SY1620  ___________________________________________________________________
 SY1620  LAPLACE CORR-         -13.91  (seconds)                    DEFLEC99
 SY1620  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 SY1620
 SY1620  HORZ ORDER  -  THIRD
 SY1620
 SY1620.The horizontal coordinates were established by classical geodetic methods
 SY1620.and adjusted by the National Geodetic Survey in December 1991..
 SY1620
 SY1620
 SY1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1620
 SY1620.The geoid height was determined by GEOID03.
 SY1620
 SY1620;                    North         East     Units Scale Factor Converg.
 SY1620;SPC WA S     -   247,346.061   307,914.312   MT  1.00005113   -1 51 11.6
 SY1620;SPC WA S     -   811,501.20  1,010,215.54   sFT  1.00005113   -1 51 11.6
 SY1620;SPC WA N     -    61,396.533   333,014.626   MT  0.99999444   -1 39 04.6
 SY1620;SPC WA N     -   201,431.79  1,092,565.49   sFT  0.99999444   -1 39 04.6
 SY1620;UTM  10      - 5,264,128.580   496,141.730   MT  0.99960018   -0 02 16.1
 SY1620
 SY1620                          SUPERSEDED SURVEY CONTROL
 SY1620
 SY1620  NAD 83(1986)-  47 31 50.05246(N)    123 03 04.54117(W) AD(       ) 4
 SY1620  NAD 27      -  47 31 50.72000(N)    123 02 59.98000(W) AD(       ) 3
 SY1620
 SY1620.Superseded values are not recommended for survey control.
 SY1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1620.See file dsdata.txt to determine how the superseded data were derived.
 SY1620
 SY1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9614264129(NAD 83)
 SY1620
 SY1620  HISTORY     - Date     Condition        Report By
 SY1620  HISTORY     - UNK      MONUMENTED
 SY1620  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1620  HISTORY     - 19960326 MARK NOT FOUND   USPSQD
 SY1620
 SY1620                          STATION DESCRIPTION
 SY1620
 SY1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1620'THE STATION IS LOST.  THE TREE IS NO LONGER STANDING.
 SY1620
 SY1620                          STATION RECOVERY (1996)
 SY1620
 SY1620'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0598 ***********************************************************************
 SD0598  DESIGNATION -  DEADMAN
 SD0598  PID         -  SD0598
 SD0598  STATE/COUNTY-  WA/PACIFIC
 SD0598  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0598
 SD0598                         *CURRENT SURVEY CONTROL
 SD0598  ___________________________________________________________________
 SD0598* NAD 83(1991)-  46 17 12.85254(N)    124 04 30.83786(W)     ADJUSTED  
 SD0598* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SD0598  ___________________________________________________________________
 SD0598  LAPLACE CORR-          14.75  (seconds)                    DEFLEC99
 SD0598  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 SD0598
 SD0598  HORZ ORDER  -  SECOND
 SD0598
 SD0598.The horizontal coordinates were established by classical geodetic methods
 SD0598.and adjusted by the National Geodetic Survey in December 1991..
 SD0598
 SD0598.The orthometric height was scaled from a topographic map.
 SD0598
 SD0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0598
 SD0598.The geoid height was determined by GEOID03.
 SD0598
 SD0598;                    North         East     Units Scale Factor Converg.
 SD0598;SPC WA S     -   112,231.384   224,599.728   MT  0.99992807   -2 35 49.3
 SD0598;SPC WA S     -   368,212.47    736,874.27   sFT  0.99992807   -2 35 49.3
 SD0598;SPC OR N     -   297,282.211 2,224,551.905   MT  1.00008567   -2 32 07.8
 SD0598;SPC OR N     -   975,335.34  7,298,398.64   iFT  1.00008567   -2 32 07.8
 SD0598;UTM  10      - 5,126,487.020   417,173.821   MT  0.99968433   -0 46 38.0
 SD0598
 SD0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0598!SPC WA S     -   1.00000352  x   0.99992807  =   0.99993159
 SD0598!SPC OR N     -   1.00000352  x   1.00008567  =   1.00008919
 SD0598!UTM  10      -   1.00000352  x   0.99968433  =   0.99968784
 SD0598
 SD0598|---------------------------------------------------------------------|
 SD0598| PID    Reference Object                     Distance      Geod. Az  |
 SD0598|                                                           dddmmss.s |
 SD0598| DD9585 DEADMAN RM 1                          7.472 METERS 10102     |
 SD0598| SD0638 NO 2                                APPROX. 1.8 KM 1204105.2 |
 SD0598| DD9586 DEADMAN RM 2                          9.564 METERS 18450     |
 SD0598|---------------------------------------------------------------------|
 SD0598
 SD0598                          SUPERSEDED SURVEY CONTROL
 SD0598
 SD0598  NAD 83(1991)-  46 17 12.85255(N)    124 04 30.83788(W) AD(       ) 2
 SD0598  NAD 83(1986)-  46 17 12.85765(N)    124 04 30.80948(W) AD(       ) 2
 SD0598  NAD 27      -  46 17 13.49981(N)    124 04 26.25249(W) AD(       ) 2
 SD0598
 SD0598.Superseded values are not recommended for survey control.
 SD0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0598.See file dsdata.txt to determine how the superseded data were derived.
 SD0598
 SD0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1717426487(NAD 83)
 SD0598_MARKER: DS = TRIANGULATION STATION DISK
 SD0598_SETTING: 0 = UNSPECIFIED SETTING
 SD0598
 SD0598  HISTORY     - Date     Condition        Report By
 SD0598  HISTORY     - 1942     MONUMENTED       CGS
 SD0598  HISTORY     - 1956     GOOD             CGS
 SD0598  HISTORY     - 1958     GOOD             CGS
 SD0598
 SD0598                          STATION DESCRIPTION
 SD0598
 SD0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SD0598'STATION IS LOCATED ABOUT 1.2 MILES WNW OF FORT CANBY AND ABOUT
 SD0598'0.3 MILE SW OF DEADMAN COVE, ON THE SAND OF PEACOCK SPIT, NEAR THE
 SD0598'END OF ROWS OF GRASS WHICH HAVE BEEN PLANTED TO PROTECT THE ROAD
 SD0598'FROM WIND EROSION.  STATION WAS PUT IN OVER AN OLD U.S.E. MARK
 SD0598'WHICH CONSISTED OF A 3/4-INCH PIPE.
 SD0598'
 SD0598'STATION IS A BRONZE STATION DISK SET IN THE TOP OF A 4-INCH
 SD0598'CAST-IRON PIPE WHICH PROJECTS 8 INCHES.  IT IS STAMPED DEADMAN 1942.
 SD0598'
 SD0598'REFERENCE MARK 1 IS E OF THE STATION.  IT IS A BRONZE REFERENCE
 SD0598'DISK SET IN THE TOP OF A 4-INCH CAST-IRON PIPE PROJECTING 8 INCHES
 SD0598'AND IS STAMPED DEADMAN NO 1 1942.
 SD0598'
 SD0598'REFERENCE MARK 2 IS S OF THE STATION.  IT IS A BRONZE REFERENCE
 SD0598'DISK SET IN THE TOP OF A 4-INCH CAST-IRON PIPE PROJECTING 8
 SD0598'INCHES.  IT IS STAMPED DEADMAN NO 2 1942.
 SD0598'
 SD0598'TO REACH FROM FORT CANBY, GO W FROM THE MAIN GATE 0.2 MILE TO A
 SD0598'T INTERSECTION.  TURN RIGHT AND GO N 0.1 MILE.  TURN LEFT AND GO
 SD0598'0.2 MILE.  THEN TURN RIGHT AND CONTINUE N AND W OUT ONTO THE SAND
 SD0598'0.6 MILE TO THE END OF THE GRASS ROWS AND STATION ON THE LEFT,
 SD0598'ABOUT 20 FEET FROM THE CENTER OF THE ROAD.
 SD0598'
 SD0598'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 SD0598
 SD0598                          STATION RECOVERY (1956)
 SD0598
 SD0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 SD0598'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 SD0598'
 SD0598'THE STATION IS LOCATED ABOUT 1.2 MILES WEST-NORTHWEST OF OLD FORT
 SD0598'CANBY, ABOUT 0.3 MILE SOUTHWEST OF DEADMAN COVE, AND ABOUT 40 FEET
 SD0598'SOUTHEAST OF A FORK IN THE ROAD TO THE BEACH, IN A SMALL DEPRESSION
 SD0598'SOUTH OF A SMALL SAND DUNE.  IT IS A STANDARD TRIANGULATION DISK
 SD0598'STAMPED DEADMAN 1942 SET IN THE TOP OF A 4 INCH CAST-IRON PIPE
 SD0598'PROJECTING ABOUT 8 INCHES.
 SD0598'
 SD0598'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED DEADMAN
 SD0598'NO 1 1942 SET IN THE TOP OF A 4 INCH CAST-IRON PIPE PROJECTING ABOUT
 SD0598'8 INCHES.  IT IS EAST OF AND ABOUT THE SAME ELEVATION AS THE
 SD0598'STATION.
 SD0598'
 SD0598'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED DEADMAN
 SD0598'NO 2 1942 SET IN THE TOP OF A 4 INCH CAST-IRON PIPE PROJECTING ABOUT
 SD0598'8 INCHES.  IT IS SOUTH OF AND ABOUT THE SAME ELEVATION.
 SD0598'
 SD0598'TO REACH THE STATION FROM THE POST OFFICE AT ILWACO GO SOUTH
 SD0598'ABOUT 100 FEET TO AN INTERSECTION, TURN RIGHT AND GO ABOUT 300 FEET
 SD0598'WEST TO AN INTERSECTION, TURN LEFT AND GO SOUTHERLY 1.7 MILES TO A
 SD0598'FORK, TAKE THE LEFT FORK SOUTH 0.2 MILE TO A FORK (JUST SOUTH OF
 SD0598'A FENCE AND GATE), TAKE THE RIGHT FORK 0.2 MILE SOUTHWEST TO
 SD0598'WHERE THE ROAD MAKES A SHARP BEND TO THE NORTH, CONTINUE NORTH
 SD0598'AND WESTERLY 0.3 MILE TO A FORK, TAKE THE RIGHT FORK
 SD0598'WESTERLY 0.6 MILE TO A FORK AND THE STATION ON THE LEFT (DURING
 SD0598'WET WEATHER A FOUR WHEEL DRIVE VEHICLE IS REQUIRED ON THIS
 SD0598'SECTION OF THE ROAD)
 SD0598'
 SD0598'NEW DISTANCES WERE MEASURED AND DIRECTIONS TAKEN TO THE REFERENCE
 SD0598'MARKS.
 SD0598
 SD0598                          STATION RECOVERY (1958)
 SD0598
 SD0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0598'RECOVERED IN GOOD CONDITION, ABOUT 2 MILES SOUTHWEST OF ILWACO,
 SD0598'ABOUT 0.8 MILE SOUTH-SOUTHEAST OF NORTH HEAD LIGHTHOUSE, ABOUT 400
 SD0598'YARDS EAST OF THE PACIFIC OCEAN, ON A LOW, GRASSY, SANDY AREA,
 SD0598'ABOUT 40 FEET SOUTHEAST OF A FORK OF TWO DIRT ROADS, ON THE SOUTH
 SD0598'SIDE OF A SMALL, SAND DUNE.
 SD0598'
 SD0598'THE STATION IS A STANDARD DISK STAMPED DEADMAN 1942 SET IN THE
 SD0598'TOP OF A LENGTH OF 4 INCH, CAST IRON PIPE, PROJECTING ABOUT 4 INCHES
 SD0598'ABOVE THE GROUND.
 SD0598'
 SD0598'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DEADMAN NO 1
 SD0598'1942 SET IN THE TOP OF A LENGTH OF 4 INCH, CAST IRON PIPE,
 SD0598'PROJECTING 8 INCHES ABOVE THE GROUND.
 SD0598'
 SD0598'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DEADMAN NO 2
 SD0598'1942 SET IN THE TOP OF A LENGTH OF 4 INCH, CAST IRON PIPE,
 SD0598'PROJECTING 12 INCHES ABOVE THE GROUND.
 SD0598'
 SD0598'TO REACH FROM THE POST OFFICE IN ILWACO, GO SOUTH ABOUT 100 FEET,
 SD0598'TURN RIGHT ON MAIN STREET, GO 0.05 MILE, TURN LEFT ON SECOND STREET,
 SD0598'FOLLOW THE MAIN TRAVELED ROAD FOR 1.7 MILES TO A ROAD FORK, TURN
 SD0598'LEFT, GO 0.4 MILE TO A ROAD RIGHT, TURN RIGHT ON PAVED ROAD, GO
 SD0598'0.2 MILE TO A POINT WHERE THE ROAD MAKES A SHARP TURN TO THE
 SD0598'RIGHT (NORTH), CONTINUE NORTH AND WESTERLY FOR 0.3 MILE TO A
 SD0598'FORK, TAKE THE RIGHT FORK, FOLLOW THE MAIN ROAD FOR 0.9 MILE AND
 SD0598'STATION ON THE LEFT.  (THE LAST SECTION OF THE ROAD REQUIRES A
 SD0598'4-WHEEL DRIVE VEHICLE DURING THE WET SEASON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1713 ***********************************************************************
 RZ1713  DESIGNATION -  DEADMAN
 RZ1713  PID         -  RZ1713
 RZ1713  STATE/COUNTY-  WA/GARFIELD
 RZ1713  USGS QUAD   -  CENTRAL FERRY (1981)
 RZ1713
 RZ1713                         *CURRENT SURVEY CONTROL
 RZ1713  ___________________________________________________________________
 RZ1713* NAD 83(1991)-  46 37 49.71124(N)    117 45 46.87344(W)     ADJUSTED  
 RZ1713* NAVD 88     -       422.6    (meters)    1386.     (feet)  VERTCON   
 RZ1713  ___________________________________________________________________
 RZ1713  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 RZ1713  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 RZ1713
 RZ1713  HORZ ORDER  -  SECOND
 RZ1713
 RZ1713.The horizontal coordinates were established by classical geodetic methods
 RZ1713.and adjusted by the National Geodetic Survey in December 1991..
 RZ1713
 RZ1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1713
 RZ1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1713
 RZ1713.The geoid height was determined by GEOID03.
 RZ1713
 RZ1713;                    North         East     Units Scale Factor Converg.
 RZ1713;SPC WA S     -   147,812.971   709,534.650   MT  0.99991491   +1 59 17.3
 RZ1713;SPC WA S     -   484,949.72  2,327,864.93   sFT  0.99991491   +1 59 17.3
 RZ1713;UTM  11      - 5,164,384.232   441,592.303   MT  0.99964193   -0 33 16.9
 RZ1713
 RZ1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1713!SPC WA S     -   0.99993691  x   0.99991491  =   0.99985182
 RZ1713!UTM  11      -   0.99993691  x   0.99964193  =   0.99957886
 RZ1713
 RZ1713|---------------------------------------------------------------------|
 RZ1713| PID    Reference Object                     Distance      Geod. Az  |
 RZ1713|                                                           dddmmss.s |
 RZ1713| CF4762 DEADMAN RM 1                         12.889 METERS 04818     |
 RZ1713| CF4761 DEADMAN AZ MK                                      3030338.1 |
 RZ1713| CF4763 DEADMAN RM 2                         13.400 METERS 31732     |
 RZ1713|---------------------------------------------------------------------|
 RZ1713
 RZ1713                          SUPERSEDED SURVEY CONTROL
 RZ1713
 RZ1713  NAD 83(1986)-  46 37 49.72017(N)    117 45 46.86712(W) AD(       ) 2
 RZ1713  NAD 27      -  46 37 50.17100(N)    117 45 43.13300(W) AD(       ) 2
 RZ1713  NGVD 29 (07/19/86)  421.6    (m)         1383.     (f) VERT ANG       
 RZ1713
 RZ1713.Superseded values are not recommended for survey control.
 RZ1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1713.See file dsdata.txt to determine how the superseded data were derived.
 RZ1713
 RZ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM4159264384(NAD 83)
 RZ1713_MARKER: DS = TRIANGULATION STATION DISK
 RZ1713_SETTING: 0 = UNSPECIFIED SETTING
 RZ1713
 RZ1713  HISTORY     - Date     Condition        Report By
 RZ1713  HISTORY     - 1946     MONUMENTED       CGS
 RZ1713
 RZ1713                          STATION DESCRIPTION
 RZ1713
 RZ1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RZ1713'STATION IS LOCATED ABOUT 13 MILES NW OF POMEROY AND 2-1/2 MILES NE
 RZ1713'OF CENTRAL FERRY.  IT IS ON A RIDGE BETWEEN DEADMAN GULCH AND THE
 RZ1713'SNAKE RIVER, ABOUT 1/2 MILE W OF HASTING ROAD, AND IN A CULTIVATED
 RZ1713'FIELD BELONGING TO MR. MORGAN.
 RZ1713'
 RZ1713'STATION MARK IS A BRONZE STATION DISK SET IN A BLOCK OF CONCRETE 18
 RZ1713'INCHES BELOW THE SURFACE OF THE GROUND.  DISK IS STAMPED DEADMAN
 RZ1713'1946.  IT IS IN THE NE PORTION OF THE SUMMIT AND 2,000 FEET SSW OF
 RZ1713'A HAYSTACK ENCLOSED BY A FENCE.  UNDERGROUND MARK IS A BRONZE
 RZ1713'STATION DISK SET IN CONCRETE.
 RZ1713'
 RZ1713'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE BLOCK
 RZ1713'OF CONCRETE 18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS AT
 RZ1713'ABOUT THE SAME LEVEL AS THE STATION MARK.  DISK IS STAMPED DEADMAN
 RZ1713'NO 1 1946.
 RZ1713'
 RZ1713'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE BLOCK
 RZ1713'OF CONCRETE 18 INCHES BELOW THE SURFACE OF THE GROUND AND ABOUT 2
 RZ1713'FEET LOWER THAN THE STATION MARK.  DISK IS STAMPED DEADMAN NO 2
 RZ1713'1946.
 RZ1713'
 RZ1713'AZIMUTH MARK IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH IRON
 RZ1713'PIPE PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 RZ1713'SITUATED IN THE FENCE LINE SEPARATING THE CULTIVATED FIELD FROM
 RZ1713'PASTURE LAND AND IS ON THE CREST OF THE RIDGE.  DISK IS STAMPED
 RZ1713'DEADMAN 1946.  TO REACH FROM THE STATION, FOLLOW ALONG THE CREST
 RZ1713'OF THE RIDGE N AND E APPROXIMATELY 0.6 MILE TO FENCE LINE AND
 RZ1713'VICINITY OF THE MARK.
 RZ1713'
 RZ1713'TO REACH THE STATION FROM CENTRAL FERRY, GO E ON THE ROAD LEADING
 RZ1713'ALONG THE SNAKE RIVER 2.2 MILES TO HASTINGS ROAD ON RIGHT.  TURN
 RZ1713'RIGHT, ONTO HASTINGS ROAD, AND CONTINUE S 1.1 MILES TO SUMMIT AND
 RZ1713'WIRE GATE ON RIGHT.  TURN RIGHT, OFF MAIN ROAD, PASS THROUGH WIRE
 RZ1713'GATE AND CONTINUE SW ON FIELD ROAD 0.3 MILE TO HAYSTACK IN
 RZ1713'ENCLOSURE.  THENCE CONTINUE SW ALONG RIDGE 0.4 MILE TO SUMMIT
 RZ1713'AND LOCATION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0829 ***********************************************************************
 SY0829  DESIGNATION -  DEAN
 SY0829  PID         -  SY0829
 SY0829  STATE/COUNTY-  WA/KITSAP
 SY0829  USGS QUAD   -  BELFAIR (1994)
 SY0829
 SY0829                         *CURRENT SURVEY CONTROL
 SY0829  ___________________________________________________________________
 SY0829* NAD 83(1991)-  47 29 28.92395(N)    122 46 14.81175(W)     ADJUSTED  
 SY0829* NAVD 88     -       144.466  (meters)     473.97   (feet)  POSTED    
 SY0829  ___________________________________________________________________
 SY0829  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 SY0829  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 SY0829  DYNAMIC HT  -         144.490 (meters)     474.05  (feet)  COMP
 SY0829  MODELED GRAV-     980,803.8   (mgal)                       NAVD 88
 SY0829
 SY0829  HORZ ORDER  -  THIRD
 SY0829  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0829
 SY0829.The horizontal coordinates were established by classical geodetic methods
 SY0829.and adjusted by the National Geodetic Survey in December 1991..
 SY0829
 SY0829.The orthometric height was determined by differential leveling
 SY0829.and adjusted by the National Geodetic Survey in 1992..
 SY0829.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0829.rate of 0.0 thru 1.0 mm/km.
 SY0829
 SY0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0829
 SY0829.The geoid height was determined by GEOID03.
 SY0829
 SY0829.The dynamic height is computed by dividing the NAVD 88
 SY0829.geopotential number by the normal gravity value computed on the
 SY0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0829.degrees latitude (g = 980.6199 gals.).
 SY0829
 SY0829.The modeled gravity was interpolated from observed gravity values.
 SY0829
 SY0829;                    North         East     Units Scale Factor Converg.
 SY0829;SPC WA N     -    56,469.126   354,017.038   MT  1.00000162   -1 26 32.9
 SY0829;SPC WA N     -   185,265.79  1,161,470.90   sFT  1.00000162   -1 26 32.9
 SY0829;UTM  10      - 5,259,795.841   517,266.091   MT  0.99960366   +0 10 08.3
 SY0829
 SY0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0829!SPC WA N     -   0.99998080  x   1.00000162  =   0.99998242
 SY0829!UTM  10      -   0.99998080  x   0.99960366  =   0.99958447
 SY0829
 SY0829:                Primary Azimuth Mark                     Grid Az
 SY0829:SPC WA N     -  DEAN AZ MK                               223 08 03.9
 SY0829:UTM  10      -  DEAN AZ MK                               221 31 22.7
 SY0829
 SY0829|---------------------------------------------------------------------|
 SY0829| PID    Reference Object                     Distance      Geod. Az  |
 SY0829|                                                           dddmmss.s |
 SY0829| CE3518 DEAN AZ MK                                         2214131.0 |
 SY0829| CE3519 DEAN RM 1                            23.360 METERS 22412     |
 SY0829| CE3520 DEAN RM 2                            18.800 METERS 33835     |
 SY0829|---------------------------------------------------------------------|
 SY0829
 SY0829                          SUPERSEDED SURVEY CONTROL
 SY0829
 SY0829  NAD 83(1986)-  47 29 28.91949(N)    122 46 14.81988(W) AD(       ) 3
 SY0829  NAD 27      -  47 29 29.58000(N)    122 46 10.30700(W) AD(       ) 3
 SY0829  NGVD 29 (??/??/??)  143.398  (m)          470.46   (f) ADJUSTED    1 2
 SY0829
 SY0829.Superseded values are not recommended for survey control.
 SY0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0829.See file dsdata.txt to determine how the superseded data were derived.
 SY0829
 SY0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1726659796(NAD 83)
 SY0829_MARKER: DD = SURVEY DISK
 SY0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0829_STAMPING: DEAN 1942
 SY0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0829+STABILITY: SURFACE MOTION
 SY0829
 SY0829  HISTORY     - Date     Condition        Report By
 SY0829  HISTORY     - 1954     MONUMENTED       USE
 SY0829  HISTORY     - 1954     GOOD             CGS
 SY0829  HISTORY     - 1972     SEE DESCRIPTION  LOCSUR
 SY0829  HISTORY     - 1978     GOOD             NGS
 SY0829  HISTORY     - 1983     GOOD             USPSQD
 SY0829  HISTORY     - 1987     GOOD             USPSQD
 SY0829  HISTORY     - 19960811 MARK NOT FOUND   CHANCE
 SY0829  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 SY0829
 SY0829                          STATION DESCRIPTION
 SY0829
 SY0829'DESCRIBED BY US ENGINEERS 1954 (RAG)
 SY0829'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF BREMERTON, ABOUT
 SY0829'4 MILES NORTHEAST OF BELFAIR, ABOUT 300 YARDS NORTHWEST OF AN AUTO
 SY0829'SPEEDWAY, 49 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY NUMBER
 SY0829'14 AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
 SY0829'
 SY0829'TO REACH FROM THE POST OFFICE AT BELFAIR.  GO NORTHEAST, ON STATE
 SY0829'HIGHWAY NUMBER 14, TOWARD BREMERTON, FOR 3.9 MILES TO THE STATION
 SY0829'ON THE LEFT HAND SIDE OF THE ROAD.
 SY0829'
 SY0829'THE STATION IS A STANDARD U.S. ENGINEERS SEATTLE DISTRICT BRONZE
 SY0829'DISK, STAMPED DEAN 1942, SET IN THE TOP OF A SQUARE CONCRETE POST
 SY0829'WHICH PROJECTS 5 INCHES.
 SY0829'
 SY0829'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED DEAN USE NO 1
 SY0829'1954, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 SY0829'INCHES.  IT IS LOCATED 48 FEET NORTH OF THE CENTERLINE OF STATE
 SY0829'HIGHWAY NUMBER 14 AND ABOUT 5 FEET LOWER THAN THE STATION.
 SY0829'
 SY0829'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED DEAN USE NO 2
 SY0829'1954, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 SY0829'INCHES.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS THE STATION.
 SY0829'
 SY0829'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DEAN 1954, SET IN
 SY0829'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS
 SY0829'LOCATED 0.25 MILE SOUTHWEST OF THE STATION, 28 FEET SOUTHEAST OF
 SY0829'THE CENTERLINE OF STATE HIGHWAY NUMBER 14 AND 17 FEET NORTH OF A
 SY0829'TELEPHONE CABLE.  TO REACH FROM THE STATION.  GO SOUTHWEST ON
 SY0829'STATE HIGHWAY NUMBER 14 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 SY0829'LEFT HAND SIDE OF THE ROAD.
 SY0829
 SY0829                          STATION RECOVERY (1954)
 SY0829
 SY0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 SY0829'4.1 MI NE FROM BELFAIR.
 SY0829'IN KITSAP COUNTY, 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE
 SY0829'POST OFFICE AT BELFAIR, MASON COUNTY, AT THE JUNCTION OF A ROAD
 SY0829'LEADING WEST, NEAR AN ABANDONED BUILDING, 50.6 FEET NORTHWEST OF THE
 SY0829'CENTERLINE OF THE HIGHWAY, 18.4 FEET NORTH OF THE CENTERLINE OF THE
 SY0829'SIDE ROAD, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST. THE STATION
 SY0829'IS MARKED WITH A STANDARD U.S. ENGINEERS SEATTLE DISTRICT BRONZE DISK,
 SY0829'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES
 SY0829'ABOVE THE SURFACE OF THE GROUND.
 SY0829
 SY0829                          STATION RECOVERY (1972)
 SY0829
 SY0829'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (RMM)
 SY0829'DEAN USED 1942 EXCELLENT.  DEAN AZ MK ALSO FD. IN EXCELLENT
 SY0829'CONDITION AS DESCRIBED.
 SY0829'
 SY0829'NO SEARCH MADE FOR DEAN RMS.
 SY0829
 SY0829                          STATION RECOVERY (1978)
 SY0829
 SY0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SY0829'RECOVERED IN GOOD CONDITION.
 SY0829
 SY0829                          STATION RECOVERY (1983)
 SY0829
 SY0829'RECOVERY NOTE BY US POWER SQUADRON 1983 (EGC)
 SY0829'DEAN 1942 RECOVERED EXCELLENT.
 SY0829'
 SY0829'STATION RECOVERED.
 SY0829'
 SY0829'R.M. NO. 1 RECOVERED.
 SY0829'
 SY0829'R.M. NO. 2 RECOVERED.
 SY0829'
 SY0829'TO REACH, GO 4.1 MILES FROM BELFAIR POST OFFICE TO KITSAP AIRPORT ON
 SY0829'HWY NO. 3 TO STATION ON LEFT ON DIM ROAD, STATION IS ON RIGHT
 SY0829'SIDE TWENTY FEET OFF HWY NO. 3.
 SY0829'
 SY0829'A MARKER STAMPED U.S.E. DEAN 1942 R.M. NO. 1 SEATTLE WAS FOUND AT
 SY0829'157.5 DEG AND 106 FEET FROM STATION DEAN U.S.E. ARROW ON MARKER
 SY0829'POINTS TO DEAN U.S.E.  THERE IS A CONCRETE POST 3 INCHES SQUARE, 24
 SY0829'INCHES SOUTHWEST OF THIS MARKER.
 SY0829
 SY0829                          STATION RECOVERY (1987)
 SY0829
 SY0829'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0829'RECOVERED IN GOOD CONDITION.
 SY0829
 SY0829                          STATION RECOVERY (1996)
 SY0829
 SY0829'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SY0829'STATION WAS NOT RECOVERED AUG 11, 1996.  BUILDING AND FENCES
 SY0829'REFERENCED IN THE DESCRIPTION HAVE BEEN DESTROYED AND NO EVIDENCE OF
 SY0829'MONUMENT WAS FOUND.  RM 1 AND RM 2 WERE NOT RECOVERED AT THIS TIME.
 SY0829'MONUMENT SEARCH LASTED 1.0 MAN-HOURS.
 SY0829
 SY0829                          STATION RECOVERY (1996)
 SY0829
 SY0829'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0830 ***********************************************************************
 SY0830  DESIGNATION -  DEAN RM 1 USE
 SY0830  PID         -  SY0830
 SY0830  STATE/COUNTY-  WA/KITSAP
 SY0830  USGS QUAD   -  BELFAIR (1994)
 SY0830
 SY0830                         *CURRENT SURVEY CONTROL
 SY0830  ___________________________________________________________________
 SY0830* NAD 83(1986)-  47 29 27.     (N)    122 46 10.     (W)     SCALED    
 SY0830* NAVD 88     -       143.745  (meters)     471.60   (feet)  POSTED    
 SY0830  ___________________________________________________________________
 SY0830  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 SY0830  DYNAMIC HT  -         143.770 (meters)     471.69  (feet)  COMP
 SY0830  MODELED GRAV-     980,804.2   (mgal)                       NAVD 88
 SY0830
 SY0830  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0830
 SY0830.The horizontal coordinates were scaled from a topographic map and have
 SY0830.an estimated accuracy of +/- 6 seconds.
 SY0830
 SY0830.The orthometric height was determined by differential leveling
 SY0830.and adjusted by the National Geodetic Survey in 1992..
 SY0830.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0830.rate of 0.0 thru 1.0 mm/km.
 SY0830
 SY0830.The geoid height was determined by GEOID03.
 SY0830
 SY0830.The dynamic height is computed by dividing the NAVD 88
 SY0830.geopotential number by the normal gravity value computed on the
 SY0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0830.degrees latitude (g = 980.6199 gals.).
 SY0830
 SY0830.The modeled gravity was interpolated from observed gravity values.
 SY0830
 SY0830;                    North         East    Units  Estimated Accuracy
 SY0830;SPC WA N     -    56,410.      354,120.      MT  (+/- 180 meters Scaled)
 SY0830
 SY0830                          SUPERSEDED SURVEY CONTROL
 SY0830
 SY0830  NGVD 29 (??/??/??)  142.677  (m)          468.10   (f) ADJUSTED    1 2
 SY0830
 SY0830.Superseded values are not recommended for survey control.
 SY0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0830.See file dsdata.txt to determine how the superseded data were derived.
 SY0830
 SY0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET173597(NAD 83)
 SY0830_MARKER: DR = REFERENCE MARK DISK
 SY0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0830_STAMPING: DEAN R M 1 1942
 SY0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0830+STABILITY: SURFACE MOTION
 SY0830
 SY0830  HISTORY     - Date     Condition        Report By
 SY0830  HISTORY     - 1942     MONUMENTED       DOD
 SY0830  HISTORY     - 1978     GOOD             NGS
 SY0830  HISTORY     - 1987     GOOD             USPSQD
 SY0830  HISTORY     - 19960811 MARK NOT FOUND   CHANCE
 SY0830  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 SY0830
 SY0830                          STATION DESCRIPTION
 SY0830
 SY0830'DESCRIBED BY US DEPARTMENT OF DEFENSE 1942
 SY0830'4.1 MI NE FROM BELFAIR.
 SY0830'IN KITSAP COUNTY, 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE
 SY0830'POST OFFICE AT BELFAIR, MASON COUNTY, 0.6 MILE SOUTHWEST OF THE
 SY0830'ENTRANCE TO KITSAP COUNTY AIRPORT, AT THE JUNCTION OF A ROAD LEADING
 SY0830'WEST, NEAR AN ABANDONED BUILDING, 106 FEET SOUTH-SOUTHEAST OF
 SY0830'TRIANGULATION STATION DEAN (U.S.E.), 73 FEET SOUTHWEST OF TELEPHONE
 SY0830'POLE 123, 49.8 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 SY0830'0.4 FOOT SOUTHEAST OF A FENCE.  A CORPS OF ENGINEERS, U.S. ARMY,
 SY0830'STANDARD REFERENCE-MARK DISK, STAMPED DEAN R M 1 1942 AND SET IN THE
 SY0830'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 SY0830
 SY0830                          STATION RECOVERY (1978)
 SY0830
 SY0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SY0830'RECOVERED IN GOOD CONDITION.
 SY0830
 SY0830                          STATION RECOVERY (1987)
 SY0830
 SY0830'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0830'RECOVERED IN GOOD CONDITION.
 SY0830
 SY0830                          STATION RECOVERY (1996)
 SY0830
 SY0830'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SY0830'STATION WAS NOT RECOVERED AUG 11, 1996.  SEVERAL REFERENCES HAVE BEEN
 SY0830'DESTROYED AND NO EVIDENCE OF MONUMENT WAS FOUND.  RM 1 AND RM 2 WERE
 SY0830'NOT RECOVERED AT THIS TIME.  MONUMENT SEARCH LASTED 1.0 MAN-HOURS.
 SY0830
 SY0830                          STATION RECOVERY (1996)
 SY0830
 SY0830'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1406 ***********************************************************************
 TR1406  DESIGNATION -  DECEPTION RESET
 TR1406  PID         -  TR1406
 TR1406  STATE/COUNTY-  WA/ISLAND
 TR1406  USGS QUAD   -  DECEPTION PASS (1978)
 TR1406
 TR1406                         *CURRENT SURVEY CONTROL
 TR1406  ___________________________________________________________________
 TR1406* NAD 83(1991)-  48 24 26.01251(N)    122 40 17.15661(W)     ADJUSTED  
 TR1406* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 TR1406  ___________________________________________________________________
 TR1406  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 TR1406  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 TR1406
 TR1406  HORZ ORDER  -  FIRST
 TR1406
 TR1406.The horizontal coordinates were established by classical geodetic methods
 TR1406.and adjusted by the National Geodetic Survey in December 1991..
 TR1406
 TR1406.The orthometric height was scaled from a topographic map.
 TR1406
 TR1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1406
 TR1406.The geoid height was determined by GEOID03.
 TR1406
 TR1406;                    North         East     Units Scale Factor Converg.
 TR1406;SPC WA N     -   158,085.722   363,933.254   MT  0.99995499   -1 22 06.6
 TR1406;SPC WA N     -   518,652.91  1,194,004.35   sFT  0.99995499   -1 22 06.6
 TR1406;UTM  10      - 5,361,615.424   524,316.141   MT  0.99960726   +0 14 44.6
 TR1406
 TR1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1406!SPC WA N     -   1.00000061  x   0.99995499  =   0.99995560
 TR1406!UTM  10      -   1.00000061  x   0.99960726  =   0.99960787
 TR1406
 TR1406|---------------------------------------------------------------------|
 TR1406| PID    Reference Object                     Distance      Geod. Az  |
 TR1406|                                                           dddmmss.s |
 TR1406| CF8598 DECEPTION RM 2                        9.132 METERS 02524     |
 TR1406| TR1427 SOUTHWEST PASS                      APPROX. 1.1 KM 1263622.2 |
 TR1406| CF8597 DECEPTION RM 1                       12.711 METERS 14941     |
 TR1406| TR1762 DAVIDSON ROCK LIGHT                 APPROX.10.4 KM 2734413.7 |
 TR1406|---------------------------------------------------------------------|
 TR1406
 TR1406                          SUPERSEDED SURVEY CONTROL
 TR1406
 TR1406  NAD 83(1986)-  48 24 26.01453(N)    122 40 17.16123(W) AD(       ) 1
 TR1406  NAD 27      -  48 24 26.64300(N)    122 40 12.53100(W) AD(       ) 1
 TR1406
 TR1406.Superseded values are not recommended for survey control.
 TR1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1406.See file dsdata.txt to determine how the superseded data were derived.
 TR1406
 TR1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2431661615(NAD 83)
 TR1406
 TR1406  HISTORY     - Date     Condition        Report By
 TR1406  HISTORY     - 1854     MONUMENTED       CGS
 TR1406  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TR1406  HISTORY     - 1934     SEE DESCRIPTION  CGS
 TR1406  HISTORY     - 1935     SEE DESCRIPTION  CGS
 TR1406  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1406  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1406  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR1406  HISTORY     - 1951     SEE DESCRIPTION  CGS
 TR1406  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1406  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TR1406
 TR1406                          STATION DESCRIPTION
 TR1406
 TR1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (GD)
 TR1406'STATION IS ON THE E OF SOUTHERN ENTRANCE TO ROSARIO STRAIT,
 TR1406'ENTRANCE OF DECEPTION PASS, ON THE HIGH ROCKY PART AT SW POINT
 TR1406'OF DECEPTION ISLAND.  STATION MARK IS A HOLE DRILLED IN THE ROCK.
 TR1406'
 TR1406'A BLAZED TREE BEARS 318 DEG BY AZIMUTH COMPASS, DISTANT 40 FEET
 TR1406'4 INCHES.
 TR1406
 TR1406                          STATION RECOVERY (1926)
 TR1406
 TR1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR1406'STATION RECOVERED AS DESCRIBED.  ENLARGED DRILL HOLE AND CEMENTED
 TR1406'IN STANDARD DISK STATION MARK.
 TR1406
 TR1406                          STATION RECOVERY (1934)
 TR1406
 TR1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CW)
 TR1406'STATION IS SITUATED ON DECEPTION ISLAND, WHICH LIES 1/2 MILE W OF
 TR1406'THE W ENTRANCE TO DECEPTION PASS.  IT IS ON THE WESTERN END OF
 TR1406'THE ISLAND, AND ON THE TOP OF A PROMINENT RIDGE WHICH EXTENDS
 TR1406'FROM THE SW END OF ISLAND IN A NORTHEASTERLY DIRECTION.  STATION
 TR1406'IS BACK ALONG RIDGE ABOUT 230 FEET FROM TOP OF CLIFF, AND IS 120
 TR1406'FEET ALMOST DUE E FROM INNER BANK OF MOST SOUTHERLY ROCKY
 TR1406'COVE.  STATION IS ATOP OF KNOLL AND IN THE CLEAR FROM
 TR1406'SURROUNDING WOODS, BUT IS BORDERED TO THE NE BY HEAVY GROWTH OF
 TR1406'SALAL BRUSH.  STATION IS 61 FEET ABOVE MEAN SEA LEVEL.
 TR1406'A STANDARD BRONZE DISK MARKED DECEPTION WAS FOUND, AS WELL AS A
 TR1406'3-LEG TRIPOD STANDING ABOVE.
 TR1406'
 TR1406'NO REFERENCE MARK WAS FOUND.
 TR1406
 TR1406                          STATION RECOVERY (1935)
 TR1406
 TR1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 TR1406'STATION IS LOCATED ON THE HIGH ROCKY PART OF THE SW POINT OF
 TR1406'DECEPTION ISLAND.  THE WESTERLY SIDE OF THE ISLAND IS CLEAR, WHILE
 TR1406'THE EASTERLY IS WOODED AND HIGHER.  THE STATION IS ON THE
 TR1406'COMMANDING CLEAR GROUND.  A 3-FOOT DROP IN THE LEDGE LIES JUST SW
 TR1406'OF THE STATION.  A LONE 2-FOOT DEAD SPRUCE TREE IS ABOUT 40 FEET
 TR1406'INSHORE FROM THE STATION.
 TR1406'
 TR1406'THE BRASS DISK USED IN RE-MARKING THE STATION IN 1926 WAS
 TR1406'RECOVERED IN GOOD CONDITION.
 TR1406'
 TR1406'TWO NEW REFERENCE MARKS, STANDARD BRONZE DISKS, STAMPED 1935
 TR1406'WERE ESTABLISHED.
 TR1406'
 TR1406'REFERENCE MARK NO.1 WAS SET IN SOLID ROCK S OF STATION ACROSS A
 TR1406'6-FOOT RAVINE.
 TR1406'
 TR1406'REFERENCE MARK NO.2 WAS SET IN SOLID ROCK NE OF STATION ON
 TR1406'SLIGHTLY HIGHER GROUND.  THE DISTANCES TO REFERENCE MARKS WERE LOST.
 TR1406'
 TR1406'BOAT LANDINGS ARE BEST MADE IN THE NOTCH ON THE N SIDE OF THE
 TR1406'ISLAND.
 TR1406
 TR1406                          STATION RECOVERY (1939)
 TR1406
 TR1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1406'STATION IS ON THE WESTERN END OF DECEPTION ISLAND, ABOUT 150
 TR1406'METERS FROM THE EXTREME WESTERN POINT OF THE ISLAND, ABOUT 60 FEET
 TR1406'ABOVE HIGH-WATER, ON A FLAT SHELF ON THE HIGHEST PART OF ISLAND
 TR1406'FREE OF TREES.  IT IS A STANDARD DISK SET IN A ROCK OUTCROP.
 TR1406
 TR1406                          STATION RECOVERY (1939)
 TR1406
 TR1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR1406'THE STATION IS LOCATED ON THE HIGH ROCKY PART OF THE SW POINT OF
 TR1406'DECEPTION ISLAND.  THE WESTERLY END OF THE ISLAND IS CLEAR OF
 TR1406'TREES, WHILE THE EASTERN END IS HEAVILY WOODED, AND SOMEWHAT
 TR1406'HIGHER.  THE STATION IS ON THE HIGH PART OF THE CLEARED GROUND.  A
 TR1406'4-FOOT DROP IN THE LEDGE ROCK ON WHICH THE STATION IS LOCATED IS
 TR1406'ABOUT 4 FEET S OF THE STATION.
 TR1406'
 TR1406'THE STATION IS MARKED BY A STANDARD BRONZE DISK WITH NO NAME OR
 TR1406'DATES STAMPED ON IT.
 TR1406'
 TR1406'REFERENCE MARK NO.1 IS SET IN SOLID ROCK AND S OF THE STATION.  THE
 TR1406'DISK IS STAMPED NO.1-1935.
 TR1406'
 TR1406'REFERENCE MARK NO.2 IS NE OF THE STATION SET IN SOLID ROCK.  THE
 TR1406'DISK IS STAMPED NO.2-1935.
 TR1406'
 TR1406'STATION CAN BEST BE REACHED BY LANDING ON THE NW CORNER OF THE
 TR1406'ISLAND IN A SMALL NOTCH IN THE SHORE LINE AND WALKING SE TO THE
 TR1406'STATION.  THERE ARE TREACHEROUS CURRENTS AROUND THE ISLAND AND
 TR1406'CARE SHOULD BE USED WITH SMALL BOATS.
 TR1406
 TR1406                          STATION RECOVERY (1942)
 TR1406
 TR1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GCM)
 TR1406'RECOVERED IN GOOD CONDITION.
 TR1406'
 TR1406'THE STATION IS ON THE WESTERN END OF DECEPTION ISLAND ABOUT 150
 TR1406'METERS FROM THE EXTREME WESTERN END OF THE ISLAND, ON THE TOP OF
 TR1406'THE BARE, ABOUT 60 FEET FROM THE TREE LINE.  THE EASTERN END OF THE
 TR1406'ISLAND IS HEAVILY WOODED.  THE ISLAND WEST OF THE STATION HAS ONLY
 TR1406'BRUSH AND GRASS.  THERE IS A 4-FOOT DROP IN THE LEDGE 4 FEET
 TR1406'SOUTH OF THE STATION.  A NEARLY DEAD TREE, ABOUT 30 INCHES IN
 TR1406'DIAMETER, WITH AN OLD BLAZE NEARLY GROWN TOGETHER, LIES INSHORE
 TR1406'40.0 FEET FROM THE STATION.  ALL MARKS ARE STANDARD DISKS
 TR1406'CEMENTED IN OUTCROPPING BEDROCK.  THE CENTER MARK IS
 TR1406'UNSTAMPED.  THE R.M.S ARE STAMPED NO. 1 AND NO. 2, 1935,
 TR1406'RESPECTIVELY.  ELEVATION ABOUT 60 FEET.
 TR1406
 TR1406                          STATION RECOVERY (1951)
 TR1406
 TR1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (GAN)
 TR1406'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 TR1406'DESCRIBED.  THE BRONZE DISC OF THE STATION WAS STAMPED DECEPTION
 TR1406'1854.
 TR1406
 TR1406                          STATION RECOVERY (1960)
 TR1406
 TR1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1406'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 TR1406'BY G.C.M. IN 1942 EXCEPT THAT THE STATION MARK IS STAMPED AS
 TR1406'DESCRIBED BY G.A.N. IN 1951 AND THE REFERENCE TREE REFERRED TO IN
 TR1406'1942 IS NOW A DEAD SNAG AND NO BLAZE COULD BE FOUND.
 TR1406'
 TR1406'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED
 TR1406'DECEPTION 1854 SET IN CONCRETE IN A DRILL HOLE IN THE BEDROCK.
 TR1406'
 TR1406'REFERENCE MARK 1 IS SOUTHEAST OF THE STATION AND IS A STANDARD
 TR1406'REFERENCE DISK STAMPED NO.1 1935 SET IN CONCRETE IN A DRILLHOLE IN
 TR1406'THE BEDROCK.
 TR1406'
 TR1406'REFERENCE MARK 2 IS NORTH NORTHEAST OF THE STATION AND IS A
 TR1406'STANDARD REFERENCE DISK STAMPED NO.2 1935 SET IN CONCRETE IN A
 TR1406'DRILLHOLE IN THE BEDROCK.
 TR1406'
 TR1406'THIS STATION IS VARIOUSLY REFERRED TO AS DECEPTION IN 1854, AS
 TR1406'DECEPTION ISLAND IN 1907, AS DECEPTION IN 1935, AS DECEPTION ISLAND
 TR1406'IN 1939 AND AS DECEPTION IN 1942 AND AGAIN IN 1951.
 TR1406'
 TR1406'THE GEOGRAPHIC POSITION ON PG. 1418 - WASHINGTON, LISTS THE
 TR1406'STATION AS DECEPTION 1854.
 TR1406
 TR1406                          STATION RECOVERY (1974)
 TR1406
 TR1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 TR1406'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS A
 TR1406'STANDARD DISK STAMPED DECEPTION 1854 CEMENTED IN A DRILL HOLE IN
 TR1406'THE ROCKY OUTCROP.  TREES HAVE GROWN UP AROUND THE STATION SITE
 TR1406'AND VISIBILITY IS CONFINED TO THE WESTWARD, TOWARD SMITH ISLAND.
 TR1406'
 TR1406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1406'7 MILES SSW OF ANACORTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1904 ***********************************************************************
 SC1904  DESIGNATION -  DEEP
 SC1904  PID         -  SC1904
 SC1904  STATE/COUNTY-  WA/WAHKIAKUM
 SC1904  USGS QUAD   -  ROSBURG (1984)
 SC1904
 SC1904                         *CURRENT SURVEY CONTROL
 SC1904  ___________________________________________________________________
 SC1904* NAD 83(1991)-  46 18 16.26300(N)    123 42 07.24939(W)     ADJUSTED  
 SC1904* NAVD 88     -        12.54   (+/-2cm)      41.1    (feet)  VERTCON   
 SC1904  ___________________________________________________________________
 SC1904  LAPLACE CORR-          12.26  (seconds)                    DEFLEC99
 SC1904  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SC1904
 SC1904  HORZ ORDER  -  THIRD
 SC1904  VERT ORDER  -  THIRD ? (See Below)
 SC1904
 SC1904.The horizontal coordinates were established by classical geodetic methods
 SC1904.and adjusted by the National Geodetic Survey in December 1991..
 SC1904
 SC1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1904.The vertical order pertains to the NGVD 29 superseded value.
 SC1904
 SC1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1904
 SC1904.The geoid height was determined by GEOID03.
 SC1904
 SC1904;                    North         East     Units Scale Factor Converg.
 SC1904;SPC WA S     -   112,952.423   253,411.538   MT  0.99992653   -2 19 33.3
 SC1904;SPC WA S     -   370,578.07    831,401.02   sFT  0.99992653   -2 19 33.3
 SC1904;SPC OR N     -   298,032.696 2,253,367.619   MT  1.00009176   -2 16 15.0
 SC1904;SPC OR N     -   977,797.56  7,392,938.38   iFT  1.00009176   -2 16 15.0
 SC1904;UTM  10      - 5,128,121.837   445,940.487   MT  0.99963592   -0 30 27.3
 SC1904
 SC1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1904!SPC WA S     -   1.00000158  x   0.99992653  =   0.99992811
 SC1904!SPC OR N     -   1.00000158  x   1.00009176  =   1.00009334
 SC1904!UTM  10      -   1.00000158  x   0.99963592  =   0.99963750
 SC1904
 SC1904|---------------------------------------------------------------------|
 SC1904| PID    Reference Object                     Distance      Geod. Az  |
 SC1904|                                                           dddmmss.s |
 SC1904| CE3060 DEEP RM 2                             4.200 METERS 09925     |
 SC1904| SC1882 GRAYS BAY LIGHT 1957                APPROX. 4.7 KM 2093039.2 |
 SC1904| SC2000 ASTOR COLUMN                        APPROX.16.3 KM 2130548.9 |
 SC1904| SC1893 ISLE                                APPROX. 1.1 KM 2484932.1 |
 SC1904| CE3059 DEEP RM 1                             3.117 METERS 35201     |
 SC1904|---------------------------------------------------------------------|
 SC1904
 SC1904                          SUPERSEDED SURVEY CONTROL
 SC1904
 SC1904  NAD 83(1991)-  46 18 16.26299(N)    123 42 07.24940(W) AD(       ) 3
 SC1904  NAD 83(1986)-  46 18 16.27133(N)    123 42 07.24092(W) AD(       ) 3
 SC1904  NAD 27      -  46 18 16.88712(N)    123 42 02.72890(W) AD(       ) 3
 SC1904  NGVD 29 (07/19/86)   11.61   (m)           38.1    (f) LEVELING    3  
 SC1904
 SC1904.Superseded values are not recommended for survey control.
 SC1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1904.See file dsdata.txt to determine how the superseded data were derived.
 SC1904
 SC1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4594028122(NAD 83)
 SC1904_MARKER: DD = SURVEY DISK
 SC1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1904_SP_SET: SQUARE CONCRETE MONUMENT
 SC1904_STAMPING: DEEP 1935
 SC1904_MARK LOGO: CGS   
 SC1904_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC1904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1904+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1988
 SC1904
 SC1904  HISTORY     - Date     Condition        Report By
 SC1904  HISTORY     - 1935     MONUMENTED       CGS
 SC1904  HISTORY     - 1935     GOOD             CGS
 SC1904  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC1904  HISTORY     - 19881213 GOOD             MGSINC
 SC1904
 SC1904                          STATION DESCRIPTION
 SC1904
 SC1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC1904'STATION IS ON THE SOUTHERNMOST EXTREMITY OF THE LONG POINT JUTTING
 SC1904'OUT INTO GRAYS BAY MIDWAY BETWEEN THE MOUTHS OF DEEP AND GRAYS
 SC1904'RIVERS.  THE POINT IS LEVEL ON THE TOP AND ENDS ABRUPTLY IN A
 SC1904'PROMINENT 30-FOOT BLUFF.  THE STATION IS 6 METERS IN FROM THE EDGE
 SC1904'OF THE BLUFF ON THE BORDER OF A SMALL CLEARING.
 SC1904'
 SC1904'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SC1904'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SC1904'
 SC1904'THE STATION IS BEST REACHED BY ROWBOAT FROM THE MOUTH OF DEEP RIVER
 SC1904'BY FOLLOWING THE SMALL SLOUGH RUNNING EASTWARD.
 SC1904
 SC1904                          STATION RECOVERY (1935)
 SC1904
 SC1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 SC1904'RECOVERED IN GOOD CONDITION.
 SC1904
 SC1904                          STATION RECOVERY (1958)
 SC1904
 SC1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC1904'RECOVERED IN GOOD CONDITION, ABOUT 7 MI. SE OF NASELLE, BETWEEN
 SC1904'THE MOUTHS OF GRAYS RIVER AND DEEP RIVER, ON THE N SHORE OF GRAYS
 SC1904'BAY, ON THE S EXTREMITY OF MILLER POINT, 15 FT. NE OF THE EDGE OF
 SC1904'A 30-FT. BLUFF, AT THE S EDGE OF A CLEARING.
 SC1904'
 SC1904'THE STATION IS A STANDARD DISK, STAMPED DEEP 1935 SET IN THE TOP OF
 SC1904'A 5-IN. SQUARE CONCRETE MONUMENT, PROJECTING 1 IN. ABOVE THE
 SC1904'GROUND.
 SC1904'
 SC1904'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEEP 1 1935 SET IN THE
 SC1904'TOP OF A 5-IN. SQUARE CONCRETE MONUMENT, PROJECTING 3 IN. ABOVE THE
 SC1904'GROUND.
 SC1904'
 SC1904'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEEP 2 1935 SET IN THE
 SC1904'TOP OF A 5-IN. SQUARE CONCRETE MONUMENT, PROJECTING 3 IN. ABOVE THE
 SC1904'GROUND.
 SC1904'
 SC1904'THE STATION CAN BE REACHED BY BOAT OR BY A ROAD FROM THE N.
 SC1904
 SC1904                          STATION RECOVERY (1988)
 SC1904
 SC1904'RECOVERY NOTE BY MINISTER AND GLAESER 1988
 SC1904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2511 ***********************************************************************
 TR2511  DESIGNATION -  DEEP
 TR2511  PID         -  TR2511
 TR2511  STATE/COUNTY-  WA/CLALLAM
 TR2511  USGS QUAD   -  TWIN RIVERS (1985)
 TR2511
 TR2511                         *CURRENT SURVEY CONTROL
 TR2511  ___________________________________________________________________
 TR2511* NAD 83(1991)-  48 09 28.40308(N)    123 59 53.82194(W)     ADJUSTED  
 TR2511* NAVD 88     -       321.     (meters)    1053.     (feet)  SCALED    
 TR2511  ___________________________________________________________________
 TR2511  LAPLACE CORR-           7.50  (seconds)                    DEFLEC99
 TR2511  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 TR2511
 TR2511  HORZ ORDER  -  FIRST
 TR2511
 TR2511.The horizontal coordinates were established by classical geodetic methods
 TR2511.and adjusted by the National Geodetic Survey in December 1991..
 TR2511
 TR2511.The orthometric height was scaled from a topographic map.
 TR2511
 TR2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2511
 TR2511.The geoid height was determined by GEOID03.
 TR2511
 TR2511;                    North         East     Units Scale Factor Converg.
 TR2511;SPC WA N     -   133,577.960   264,615.931   MT  0.99994250   -2 21 22.9
 TR2511;SPC WA N     -   438,247.02    868,160.77   sFT  0.99994250   -2 21 22.9
 TR2511;UTM  10      - 5,334,331.099   425,760.428   MT  0.99966772   -0 44 37.5
 TR2511
 TR2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2511!SPC WA N     -   0.99995289  x   0.99994250  =   0.99989539
 TR2511!UTM  10      -   0.99995289  x   0.99966772  =   0.99962063
 TR2511
 TR2511:                Primary Azimuth Mark                     Grid Az
 TR2511:SPC WA N     -  DEEP AZ MK                               024 36 25.1
 TR2511:UTM  10      -  DEEP AZ MK                               022 59 39.7
 TR2511
 TR2511|---------------------------------------------------------------------|
 TR2511| PID    Reference Object                     Distance      Geod. Az  |
 TR2511|                                                           dddmmss.s |
 TR2511| CF8599 DEEP AZ MK                                         0221502.2 |
 TR2511| CF8601 DEEP RM 2                            12.377 METERS 10314     |
 TR2511| CF8600 DEEP RM 1                            14.604 METERS 18642     |
 TR2511|---------------------------------------------------------------------|
 TR2511
 TR2511                          SUPERSEDED SURVEY CONTROL
 TR2511
 TR2511  NAD 83(1986)-  48 09 28.40275(N)    123 59 53.82766(W) AD(       ) 1
 TR2511  NAD 27      -  48 09 29.10000(N)    123 59 49.08300(W) AD(       ) 1
 TR2511
 TR2511.Superseded values are not recommended for survey control.
 TR2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2511.See file dsdata.txt to determine how the superseded data were derived.
 TR2511
 TR2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU2576034331(NAD 83)
 TR2511_MARKER: Z = SEE DESCRIPTION
 TR2511_SETTING: 0 = UNSPECIFIED SETTING
 TR2511
 TR2511  HISTORY     - Date     Condition        Report By
 TR2511  HISTORY     - 1942     MONUMENTED       CGS
 TR2511
 TR2511                          STATION DESCRIPTION
 TR2511
 TR2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2511'LOCATED ON THE SUMMIT OF THE W AND LOWER ONE OF TWO SIMILAR HILLS
 TR2511'ABOUT 1 MILE SE OF DEEP CREEK ON THE S SIDE OF STRAIT OF
 TR2511'JUAN DE FUCA, APPROXIMATELY 3/4 MILE S OF STATE HIGHWAY 9A, 3
 TR2511'METERS SW OF BURNED STUMP 7 FEET IN DIAMETER.
 TR2511'
 TR2511'SURFACE MARK IS A BRONZE DISK WELDED TO A SECTION OF 2-INCH
 TR2511'CORRUGATED-IRON PIPE WHICH IS BURIED 2 FEET IN THE GROUND AND
 TR2511'PROJECTS 6 INCHES.  IT IS STAMPED DEEP 1942.
 TR2511'
 TR2511'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 TR2511'
 TR2511'DEEP AZIMUTH IS A BRONZE DISK SET IN CONCRETE ABOUT 3/4 MILE NNE
 TR2511'OF THE STATION, 1.4 MILES BY ROAD W OF WEST TWIN ROAD, 19 METERS
 TR2511'S OF STATE HIGHWAY 9A, 33 METERS SSE OF COAST GUARD TELEPHONE POLE
 TR2511'871, 5 METERS W OF ABANDONED LOGGING ROAD TURNOUT, 50 METERS SE
 TR2511'OF CURVE IN HIGHWAY.  IT IS STAMPED DEEP AZI 1942.
 TR2511'
 TR2511'REFERENCE MARK 1 IS S OF THE STATION.  IT IS A BRONZE DISK WELDED
 TR2511'TO A SECTION OF 2-INCH CORRUGATED-IRON PIPE WHICH IS BURIED 2 FEET
 TR2511'IN THE GROUND AND PROJECTS 6 INCHES.  IT IS STAMPED DEEP 1942
 TR2511'R M NO 1.
 TR2511'
 TR2511'REFERENCE MARK 2 IS SE OF THE STATION.  IT IS A BRONZE DISK
 TR2511'WELDED TO A SECTION OF 2-INCH CORRUGATED-IRON PIPE WHICH IS BURIED
 TR2511'2 FEET IN THE GROUND AND PROJECTS 6 INCHES.  MARK IS STAMPED DEEP
 TR2511'1942 R M NO 2.
 TR2511'
 TR2511'FROM PORT ANGELES GO W ON STATE HIGHWAY 9A 16 MILES TO JOYCE, THEN
 TR2511'CONTINUE W ON HIGHWAY 14.8 MILES TO SLIGHTLY-USED GRAVEL ROAD
 TR2511'LEADING S THROUGH GATE.  PASS THROUGH GATE AND FOLLOW GRAVEL ROAD
 TR2511'2.3 MILES TO POINT WHERE OLD ROAD TURNS SHARP RIGHT UP
 TR2511'HILL.  CONTINUE ON MAIN ROAD TO END OF TRUCK TRAVEL AT THE PLACE
 TR2511'WHERE A CORRAL IS BUILT ACROSS THE ROAD.  FROM HERE, PACK N UP
 TR2511'OLD RAILROAD GRADE ON E SIDE OF VALLEY TO SADDLE AT TOP OF RIDGE,
 TR2511'TURN W AND FOLLOW RIDGE PAST FIRST HIGH POINT TO LOWER POINT AND
 TR2511'STATION.
 TR2511'
 TR2511'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1347 ***********************************************************************
 SV1347  CBN         -  This is a Cooperative Base Network Control Station.
 SV1347  DESIGNATION -  DEEP
 SV1347  PID         -  SV1347
 SV1347  STATE/COUNTY-  WA/SPOKANE
 SV1347  USGS QUAD   -  DEEP CREEK (1986)
 SV1347
 SV1347                         *CURRENT SURVEY CONTROL
 SV1347  ___________________________________________________________________
 SV1347* NAD 83(1998)-  47 38 39.67983(N)    117 43 59.83264(W)     ADJUSTED  
 SV1347* NAVD 88     -       737.63   (+/-2cm)    2420.0    (feet)  VERTCON   
 SV1347  ___________________________________________________________________
 SV1347  X           -  -2,003,594.601 (meters)                     COMP
 SV1347  Y           -  -3,810,904.277 (meters)                     COMP
 SV1347  Z           -   4,690,857.210 (meters)                     COMP
 SV1347  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 SV1347  ELLIP HEIGHT-         719.02  (meters)          (07/03/01) GPS OBS
 SV1347  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 SV1347
 SV1347  HORZ ORDER  -  B
 SV1347  VERT ORDER  -  THIRD ? (See Below)
 SV1347  ELLP ORDER  -  FIFTH     CLASS I
 SV1347
 SV1347.The horizontal coordinates were established by GPS observations
 SV1347.and adjusted by the National Geodetic Survey in July 2001..
 SV1347.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1347.DATUM ITEM on the data sheet items page.
 SV1347
 SV1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1347.The vertical order pertains to the NGVD 29 superseded value.
 SV1347
 SV1347.Photographs are available for this station.
 SV1347
 SV1347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1347
 SV1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1347
 SV1347.The ellipsoidal height was determined by GPS observations
 SV1347.and is referenced to NAD 83.
 SV1347
 SV1347.The geoid height was determined by GEOID03.
 SV1347
 SV1347;                    North         East     Units Scale Factor Converg.
 SV1347;SPC WA N     -    76,331.446   732,859.048   MT  0.99997620   +2 18 29.0
 SV1347;SPC WA N     -   250,430.75  2,404,388.39   sFT  0.99997620   +2 18 29.0
 SV1347;UTM  11      - 5,277,033.491   444,925.346   MT  0.99963727   -0 32 30.8
 SV1347
 SV1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1347!SPC WA N     -   0.99988731  x   0.99997620  =   0.99986352
 SV1347!UTM  11      -   0.99988731  x   0.99963727  =   0.99952463
 SV1347
 SV1347|---------------------------------------------------------------------|
 SV1347| PID    Reference Object                     Distance      Geod. Az  |
 SV1347|                                                           dddmmss.s |
 SV1347| SV1737 DEEP RM 1                            10.064 METERS 17739     |
 SV1347| SV1739 DEEP AZ MK                                         1804637.2 |
 SV1347| SV1344 ESPANOLA REARDAN GRAIN GR ELEV      APPROX. 4.6 KM 1874637.1 |
 SV1347| SV1738 DEEP RM 3                            15.574 METERS 27227     |
 SV1347| CF1326 DEEP RM 2                            16.995 METERS 27549     |
 SV1347| SV1371 HITE GRAIN ELEVATOR                 APPROX. 4.1 KM 3012224.2 |
 SV1347|---------------------------------------------------------------------|
 SV1347
 SV1347                          SUPERSEDED SURVEY CONTROL
 SV1347
 SV1347  NAD 83(1991)-  47 38 39.67889(N)    117 43 59.83286(W) AD(       ) B
 SV1347  ELLIP H (05/29/91)  719.14   (m)                       GP(       ) 4 1
 SV1347  NAD 83(1986)-  47 38 39.68762(N)    117 43 59.82645(W) AD(       ) 3
 SV1347  NAD 27      -  47 38 40.08800(N)    117 43 56.02900(W) AD(       ) 3
 SV1347  NGVD 29 (07/19/86)  736.43   (m)         2416.1    (f) LEVELING    3  
 SV1347
 SV1347.Superseded values are not recommended for survey control.
 SV1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1347.See file dsdata.txt to determine how the superseded data were derived.
 SV1347
 SV1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN4492577033(NAD 83)
 SV1347_MARKER: DS = TRIANGULATION STATION DISK
 SV1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1347_SP_SET: CONCRETE POST
 SV1347_STAMPING: DEEP 1950
 SV1347_MARK LOGO: CGS   
 SV1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1347+STABILITY: SURFACE MOTION
 SV1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1347+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 SV1347
 SV1347  HISTORY     - Date     Condition        Report By
 SV1347  HISTORY     - 1950     MONUMENTED       CGS
 SV1347  HISTORY     - 1950     GOOD             CGS
 SV1347  HISTORY     - 1965     GOOD             CGS
 SV1347  HISTORY     - 1983     GOOD             USPSQD
 SV1347  HISTORY     - 19890915 GOOD             NGS
 SV1347  HISTORY     - 19900906 GOOD
 SV1347  HISTORY     - 20030331 GOOD             WA-063
 SV1347
 SV1347                          STATION DESCRIPTION
 SV1347
 SV1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SV1347'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES EAST SOUTHEAST OF
 SV1347'REARDAN, 1 MILE WEST OF DEEP CREEK, ALONG U.S. HIGHWAY 2 AT A
 SV1347'CROSSROAD.
 SV1347'
 SV1347'STATION MARK, STAMPED DEEP 1950, IS A STANDARD BRONZE DISK SET IN THE
 SV1347'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 SV1347'THE GROUND.  IT IS ABOUT 105 YARDS NORTH OF THE HIGHWAY, 30 FEET
 SV1347'EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 4 FEET WEST OF A FENCE
 SV1347'LINE AND 7.48 FEET SOUTH OF A WITNESS POST.
 SV1347'
 SV1347'REFERENCE MARK NUMBER 1, STAMPED DEEP NO 1 1950, IS A STANDARD BRONZE
 SV1347'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH
 SV1347'WITH THE GROUND AND 6 INCHES LOWER IN ELEVATION THAN THE STATION
 SV1347'MARK.  IT IS 33 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND
 SV1347'18 INCHES WEST OF A FENCE LINE.
 SV1347'
 SV1347'REFERENCE MARK NUMBER 2, STAMPED DEEP NO 2 1950, IS A STANDARD BRONZE
 SV1347'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 SV1347'4 INCHES ABOVE THE GROUND AND IS 2 FEET HIGHER IN ELEVATION THAN THE
 SV1347'STATION MARK.  IT IS 27 FEET WEST OF THE CENTERLINE OF THE
 SV1347'GRAVELED ROAD AND 3 FEET EAST OF A FENCE LINE.
 SV1347'
 SV1347'AZIMUTH MARK, STAMPED DEEP 1950, IS A STANDARD BRONZE DISK CEMENTED
 SV1347'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 SV1347'GROUND.  TO REACH FROM THE STATION, GO SOUTH, CROSSING U.S.
 SV1347'HIGHWAY 2, ON BLACKTOP ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 SV1347'RIGHT SIDE OF THE ROAD.  IT IS 30 FEET WEST OF THE CENTERLINE OF THE
 SV1347'BLACKTOP ROAD AND 6 FEET EAST OF A FENCE LINE.
 SV1347'
 SV1347'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 SV1347'DEEP CREEK GO WEST ON U.S. HIGHWAY 2 FOR 1.0 MILE TO A CROSSROAD.
 SV1347'TURN RIGHT ON GRAVELED ROAD AND GO 0.05 MILE TO THE STATION ON THE
 SV1347'RIGHT.
 SV1347
 SV1347                          STATION RECOVERY (1950)
 SV1347
 SV1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 SV1347'RECOVERED IN GOOD CONDITION.
 SV1347
 SV1347                          STATION RECOVERY (1965)
 SV1347
 SV1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1347'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 SV1347'RECOVERED.  REFERENCE MARK NO. 2 WAS NOT FOUND AND THE AREA WHERE IT
 SV1347'SHOULD BE IS NOW ABOUT 2 FEET LOWER THAN THE STATION, SO THE MARK
 SV1347'WAS PROBABLY DESTROYED WHEN THE ROAD WAS WIDENED AND BLACKTOPPED.
 SV1347'REFERENCE MARK NO. 3 WAS SET AND A METAL WITNESS POST WAS SET 3 FEET
 SV1347'EAST OF THE STATION MARK.
 SV1347'
 SV1347'THE STATION IS ON THE EASTERN SIDE OF WOOD ROAD, 1.0 MILE WEST OF
 SV1347'DEEP CREEK AND 0.05 MILE NORTH OF U.S. HIGHWAY 2.  THERE IS A
 SV1347'SLIGHTLY HIGHER RISE 90 YARDS NORTH OF THE STATION.
 SV1347'
 SV1347'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 SV1347'DESCRIBED.
 SV1347'
 SV1347'REFERENCE MARK NO. 3, STAMPED DEEP NO. 3 1950, IS A STANDARD DISK
 SV1347'SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 29 FEET
 SV1347'NORTH OF A TELEPHONE POLE, 24-1/2 FEET WEST OF THE CENTER OF WOOD
 SV1347'ROAD, 6 FEET EAST OF THE UPPER EDGE OF A 10-FOOT DECLINE, 3 FEET
 SV1347'EAST OF A LINE OF TELEPHONE POLES AND ABOUT 2 FEET LOWER THAN THE
 SV1347'SURFACE OF THE ROAD.
 SV1347'
 SV1347'THE AZIMUTH MARK IS 0.55 MILE SOUTH OF THE STATION, 125 YARDS SOUTH
 SV1347'OF A DRIVEWAY INTO A FARMYARD, 30 FEET WEST OF THE CENTER OF THE
 SV1347'ROAD, AND IS SET IN A PROMINENT ROCK OUTCROP WHICH PROJECTS ABOUT
 SV1347'6 INCHES AND IS ON A BANK ABOUT 2 FEET HIGHER THAN THE ROAD.
 SV1347
 SV1347                          STATION RECOVERY (1983)
 SV1347
 SV1347'RECOVERY NOTE BY US POWER SQUADRON 1983 (PCL)
 SV1347'DEEP 1950 RECOVERED GOOD.
 SV1347'
 SV1347'RECOVERED STATION MARK.
 SV1347'LOCATED REFERENCE MARK NO 3 AND AZIMUTH MARK.  THESE WERE ALL IN
 SV1347'GOOD CONDITION.  DESCRIPTIONS TO LOCATE ARE ALL VALID.
 SV1347
 SV1347                          STATION RECOVERY (1989)
 SV1347
 SV1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SV1347'THE STATION IS LOCATED ABOUT 24 KM (14.9 MI) NORTH OF TYLER, 20.9 KM
 SV1347'(13.0 MI) WEST OF SPOKANE, 13 KM (8.1 MI) EAST OF REARDON AND ON
 SV1347'COUNTY ROAD RIGHT-OF-WAY.
 SV1347'TO REACH FROM THE MAIN ENTRANCE TO FAIRCHILD AIRFORCE BASE ON US
 SV1347'HIGHWAY 2 WEST OF SPOKANE, GO WEST ON US HIGHWAY 2 FOR 6.76 KM
 SV1347'(4.20 MI) TO A CROSS ROAD.  TURN RIGHT AND GO NORTH ON WOOD ROAD FOR
 SV1347'0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 SV1347'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 SV1347'0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.  IT IS 9.1 M (29.9 FT) EAST
 SV1347'OF THE CENTER OF WOOD ROAD, 1.2 M (3.9 FT) WEST OF THE RIGHT-OF-WAY
 SV1347'FENCE AND 0.9 M (3.0 FT) WEST OF A WITNESS POST.
 SV1347
 SV1347                          STATION RECOVERY (1990)
 SV1347
 SV1347'RECOVERED 1990
 SV1347'RECOVERED IN GOOD CONDITION.
 SV1347
 SV1347                          STATION RECOVERY (2003)
 SV1347
 SV1347'RECOVERY NOTE BY SPOKANE COUNTY WASHINGTON 2003 (JM)
 SV1347'THE MARK IS ON THE EAST SIDE OF WOOD ROAD, 0.05 MILE NORTH OF THE
 SV1347'INTERSECTION OF WOOD ROAD AND US HIGHWAY 2, 1 MILE WEST OF DEEP CREEK.
 SV1347'THE MARK IS ON THE TOP EDGE OF A DEEP CUT BETWEEN WOOD ROAD AND THE
 SV1347'FENCE TO THE EAST.  THE WITNESS POST IS 1  EAST OF THE MARK.  MARK IS
 SV1347'PART OF THE SPOKANE COUNTY GPS NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1454 ***********************************************************************
 SW1454  DESIGNATION -  DEEP
 SW1454  PID         -  SW1454
 SW1454  STATE/COUNTY-  WA/GRANT
 SW1454  USGS QUAD   -  COULEE CITY (1965)
 SW1454
 SW1454                         *CURRENT SURVEY CONTROL
 SW1454  ___________________________________________________________________
 SW1454* NAD 83(1991)-  47 33 54.47346(N)    119 16 22.19896(W)     ADJUSTED  
 SW1454* NAVD 88     -       560.5    (meters)    1839.     (feet)  VERTCON   
 SW1454  ___________________________________________________________________
 SW1454  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 SW1454  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 SW1454
 SW1454  HORZ ORDER  -  SECOND
 SW1454
 SW1454.The horizontal coordinates were established by classical geodetic methods
 SW1454.and adjusted by the National Geodetic Survey in December 1991..
 SW1454
 SW1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1454
 SW1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1454
 SW1454.The geoid height was determined by GEOID03.
 SW1454
 SW1454;                    North         East     Units Scale Factor Converg.
 SW1454;SPC WA S     -   248,800.362   592,346.665   MT  1.00006133   +0 53 29.1
 SW1454;SPC WA S     -   816,272.52  1,943,390.68   sFT  1.00006133   +0 53 29.1
 SW1454;UTM  11      - 5,270,471.459   329,040.918   MT  0.99995918   -1 40 40.3
 SW1454
 SW1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1454!SPC WA S     -   0.99991529  x   1.00006133  =   0.99997662
 SW1454!UTM  11      -   0.99991529  x   0.99995918  =   0.99987448
 SW1454
 SW1454|---------------------------------------------------------------------|
 SW1454| PID    Reference Object                     Distance      Geod. Az  |
 SW1454|                                                           dddmmss.s |
 SW1454| CF1324 DEEP RM 1                             5.574 METERS 02938     |
 SW1454| CF1325 DEEP RM 2                             6.050 METERS 16341     |
 SW1454| CF1323 DEEP AZ MK                                         3584622.8 |
 SW1454|---------------------------------------------------------------------|
 SW1454
 SW1454                          SUPERSEDED SURVEY CONTROL
 SW1454
 SW1454  NAD 83(1986)-  47 33 54.48250(N)    119 16 22.18973(W) AD(       ) 2
 SW1454  NAD 27      -  47 33 54.95700(N)    119 16 18.10100(W) AD(       ) 2
 SW1454  NGVD 29 (07/19/86)  559.3    (m)         1835.     (f) VERT ANG       
 SW1454
 SW1454.Superseded values are not recommended for survey control.
 SW1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1454.See file dsdata.txt to determine how the superseded data were derived.
 SW1454
 SW1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN2904170471(NAD 83)
 SW1454_MARKER: DS = TRIANGULATION STATION DISK
 SW1454_SETTING: 66 = SET IN ROCK OUTCROP
 SW1454
 SW1454  HISTORY     - Date     Condition        Report By
 SW1454  HISTORY     - 1948     MONUMENTED       CGS
 SW1454  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SW1454  HISTORY     - 1971     GOOD             BPA
 SW1454
 SW1454                          STATION DESCRIPTION
 SW1454
 SW1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SW1454'THE STATION IS LOCATED ON A PROMINENT ROUND, BLACK LAVA OUTCROP
 SW1454'HILL ON THE WEST SIDE OF THE COULEE CITY TO STRATFORD-WILSON
 SW1454'CREEK ROAD, ABOUT 10 MILES NORTH OF STRATFORD, ABOUT 3-1/2 MILES
 SW1454'SOUTH OF COULEE CITY AND ABOUT 150 FEET WEST OF THE GRAVELED ROAD.
 SW1454'
 SW1454'TO REACH, FROM THE U.S. POST OFFICE IN COULEE CITY, GO EAST, ON
 SW1454'THE MAIN STREET, 0.25 MILE TO GRAVELED ROAD RIGHT.  TURN RIGHT,
 SW1454'AND GO SOUTH, ON GRAVELED ROAD 2.9 MILES (AND THE AZIMUTH
 SW1454'MARK).  CONTINUE ON GRAVELED ROAD, AND GO SOUTH 0.45 MILE TO THE
 SW1454'STATION SITE.
 SW1454'
 SW1454'THE STATION MARK IS A STANDARD DISK, STAMPED DEEP 1948, SET INTO
 SW1454'A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT FLUSH WITH THE GROUND.
 SW1454'
 SW1454'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED DEEP NO 1
 SW1454'1948, SET INTO A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT FLUSH
 SW1454'WITH THE GROUND AND ABOUT THE SAME ELEVATION AS THE STATION.
 SW1454'
 SW1454'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED DEEP NO 2
 SW1454'1948, SET INTO A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT FLUSH
 SW1454'WITH THE GROUND AND ABOUT THE SAME ELEVATION AS THE STATION.
 SW1454'
 SW1454'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DEEP 1948, SET INTO
 SW1454'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 12
 SW1454'INCHES.  IT IS LOCATED ON THE CREST OF A SMALL RIDGE, ABOUT 50
 SW1454'FEET NORTHEAST OF THE GRAVELED ROAD AND ABOUT 15 FEET HIGHER THAN
 SW1454'THE ROAD.
 SW1454
 SW1454                          STATION RECOVERY (1966)
 SW1454
 SW1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SW1454'THE STATION IS ABOUT 10 MILES NORTH OF STRATFORD, 3-1/2 MILES
 SW1454'SOUTH OF COULEE CITY, IN SECTION 23, T. 24 N., P. 28 E., ON A BLACK
 SW1454'LAVA BUTTE, ABOUT 50 YARDS WEST OF THE CENTER OF A BLACKTOP ROAD.
 SW1454'
 SW1454'TO REACH THE STATION FROM THE POST OFFICE IN COULEE CITY, GO EAST
 SW1454'FOR THREE BLOCKS, (0.3 MILE), TO INTERSECTION OF MAIN STREET AND
 SW1454'MC ENTEE, TURN RIGHT AND GO SOUTH ON MC ENTEE FOR 3.0 MILES TO THE
 SW1454'AZIMUTH MARK ON A LAVA KNOLL ABOUT 100 YARDS SOUTHEAST OF A CURVE
 SW1454'TO THE RIGHT.  CONTINUE 0.5 MILE TO THE BUTTE AND STATION ON THE
 SW1454'RIGHT.
 SW1454'
 SW1454'THE STATION MARK, STAMPED DEEP 1948, IS A STANDARD DISK SET IN
 SW1454'BEDROCK WHICH PROJECTS ABOUT 6 INCHES.  IT IS 36 FEET WEST OF THE
 SW1454'NORTHEAST CORNER OF THE BUTTE, 20 FEET SOUTH OF THE NORTH EDGE OF
 SW1454'THE BUTTE AND 16 FEET SOUTHWEST OF A 3-FOOT WIDE INDENTATION IN
 SW1454'THE NORTH WALL OF THE BUTTE.
 SW1454'
 SW1454'REFERENCE MARK NO. 1, STAMPED DEEP NO 1 1948, IS A STANDARD DISK
 SW1454'SET IN 1-FOOT DIAMETER BEDROCK WHICH PROJECTS 4 INCHES.  IT IS 7
 SW1454'FEET WEST OF THE 3-FOOT WIDE INDENTATION IN THE NORTH WALL OF THE
 SW1454'BUTTE, AND 2 FEET SOUTH OF THE NORTH EDGE.
 SW1454'
 SW1454'REFERENCE MARK NO. 2, STAMPED DEEP NO 2 1948, IS A STANDARD DISK
 SW1454'SET IN BEDROCK ABOUT 1 FOOT IN DIAMETER AND PROJECTING 4
 SW1454'INCHES.  MARK IS 30 FEET SOUTH OF THE INDENTATION IN THE NORTH
 SW1454'WALL OF THE BUTTE.
 SW1454'
 SW1454'THE AZIMUTH MARK, STAMPED DEEP 1948, IS A STANDARD DISK SET IN
 SW1454'BEDROCK FLUSH WITH SURROUNDING GROUND.  IT IS 30 YARDS EAST OF THE
 SW1454'CENTER OF THE BLACKTOP ROAD, 20 YARDS SOUTHWEST OF THE PROJECTED
 SW1454'CENTERLINE OF THE BLACKTOP ROAD NORTH OF THE CURVE, 60 FEET
 SW1454'SOUTHEAST OF THE SOUTHWEST END OF A 4-FOOT LAVA CLIFF, 10 FEET
 SW1454'EAST OF A 2-FOOT LEDGE AT THE WEST AND NORTHWEST EDGE OF A LAVA
 SW1454'KNOLL AND ABOUT 15 FEET HIGHER THAN THE BLACKTOP ROAD.
 SW1454
 SW1454                          STATION RECOVERY (1971)
 SW1454
 SW1454'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1971
 SW1454'THE STATION, AZIMUTH AND RMS WERE RECOVERED IN GOOD CONDITION.  THE
 SW1454'TO REACH DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0847 ***********************************************************************
 TO0847  DESIGNATION -  DEEP
 TO0847  PID         -  TO0847
 TO0847  STATE/COUNTY-  WA/STEVENS
 TO0847  USGS QUAD   -  BOUNDARY (1992)
 TO0847
 TO0847                         *CURRENT SURVEY CONTROL
 TO0847  ___________________________________________________________________
 TO0847* NAD 83(1991)-  48 56 30.96972(N)    117 42 45.03857(W)     ADJUSTED  
 TO0847* NAVD 88     -       474.9    (meters)    1558.     (feet)  VERTCON   
 TO0847  ___________________________________________________________________
 TO0847  LAPLACE CORR-           7.74  (seconds)                    DEFLEC99
 TO0847  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 TO0847
 TO0847  HORZ ORDER  -  SECOND
 TO0847
 TO0847.The horizontal coordinates were established by classical geodetic methods
 TO0847.and adjusted by the National Geodetic Survey in December 1991..
 TO0847
 TO0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0847
 TO0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0847
 TO0847.The geoid height was determined by GEOID03.
 TO0847
 TO0847;                    North         East     Units Scale Factor Converg.
 TO0847;SPC WA N     -   220,557.113   728,569.355   MT  1.00004593   +2 19 24.7
 TO0847;SPC WA N     -   723,611.13  2,390,314.63   sFT  1.00004593   +2 19 24.7
 TO0847;UTM  11      - 5,421,245.748   447,824.798   MT  0.99963344   -0 32 14.2
 TO0847
 TO0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0847!SPC WA N     -   0.99992822  x   1.00004593  =   0.99997414
 TO0847!UTM  11      -   0.99992822  x   0.99963344  =   0.99956168
 TO0847
 TO0847|---------------------------------------------------------------------|
 TO0847| PID    Reference Object                     Distance      Geod. Az  |
 TO0847|                                                           dddmmss.s |
 TO0847| CF1322 DEEP RM 1                            12.207 METERS 03218     |
 TO0847| TO0849 NOGGIN                              APPROX. 3.1 KM 3252647.2 |
 TO0847|---------------------------------------------------------------------|
 TO0847
 TO0847                          SUPERSEDED SURVEY CONTROL
 TO0847
 TO0847  NAD 83(1986)-  48 56 30.96520(N)    117 42 45.04126(W) AD(       ) 2
 TO0847  NAD 27      -  48 56 31.29400(N)    117 42 41.11900(W) AD(       ) 2
 TO0847  NGVD 29 (07/19/86)  473.7    (m)         1554.     (f) VERT ANG       
 TO0847
 TO0847.Superseded values are not recommended for survey control.
 TO0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0847.See file dsdata.txt to determine how the superseded data were derived.
 TO0847
 TO0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ4782521246(NAD 83)
 TO0847_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0847
 TO0847  HISTORY     - Date     Condition        Report By
 TO0847  HISTORY     - 1936     MONUMENTED       BOR
 TO0847  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TO0847
 TO0847                          STATION DESCRIPTION
 TO0847
 TO0847'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0847'LOCATED IN SW 1/4 SEC. 25, T. 40 N., R. 40 E., ON POINT OF BENCH
 TO0847'10 FEET FROM BREAK OF STEEP BANK ABOVE RAILROAD AND RIVER, 30 FEET
 TO0847'FROM CENTER LINE OF ONE-WAY ROAD BY ORCHARD, AND 35 FEET FROM
 TO0847'FENCE.  OLD BUILDINGS ACROSS DRAW, W OF STATION.
 TO0847'
 TO0847'TO REACH STATION FROM AMES SALES AND SERVICE STATION AT NORTHPORT,
 TO0847'GO N.  0.20 MILE RIGHT FORK.  0.45 LEFT FORK.  1.85 RIGHT
 TO0847'FORK.  2.35 CROSS DEEP CREEK BRIDGE.  2.70 RIGHT FORK.  2.90 LEFT
 TO0847'FORK.  3.25 ROAD COMES IN FROM RIGHT.  4.80 STATION ON LEFT.
 TO0847'
 TO0847'STATION MARK IS SET ACCORDING TO NOTE 1A.
 TO0847'
 TO0847'R.M. 1 IS A WWP BRONZE MARKER IN AN IRREGULAR MASS OF CONCRETE.
 TO0847'
 TO0847'HEIGHT OF STAND ABOVE STATION MARK - 1.20 METERS.
 TO0847
 TO0847                          STATION RECOVERY (1947)
 TO0847
 TO0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TO0847'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 TO0847'DESCRIBED BY THE U.S.B.R. IN 1936.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1707 ***********************************************************************
 TR1707  DESIGNATION -  DEEP 1941
 TR1707  PID         -  TR1707
 TR1707  STATE/COUNTY-  WA/JEFFERSON
 TR1707  USGS QUAD   -  PORT TOWNSEND SOUTH (1981)
 TR1707
 TR1707                         *CURRENT SURVEY CONTROL
 TR1707  ___________________________________________________________________
 TR1707* NAD 83(1991)-  48 03 43.68651(N)    122 46 34.41809(W)     ADJUSTED  
 TR1707* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1707  ___________________________________________________________________
 TR1707  LAPLACE CORR-         -10.78  (seconds)                    DEFLEC99
 TR1707  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 TR1707
 TR1707  HORZ ORDER  -  THIRD
 TR1707
 TR1707.The horizontal coordinates were established by classical geodetic methods
 TR1707.and adjusted by the National Geodetic Survey in December 1991..
 TR1707
 TR1707.The orthometric height was scaled from a topographic map.
 TR1707
 TR1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1707
 TR1707.The geoid height was determined by GEOID03.
 TR1707
 TR1707;                    North         East     Units Scale Factor Converg.
 TR1707;SPC WA N     -   119,918.291   355,208.720   MT  0.99994273   -1 26 47.5
 TR1707;SPC WA N     -   393,431.93  1,165,380.61   sFT  0.99994273   -1 26 47.5
 TR1707;UTM  10      - 5,323,230.543   516,672.383   MT  0.99960342   +0 09 59.2
 TR1707
 TR1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1707!SPC WA N     -   1.00000311  x   0.99994273  =   0.99994584
 TR1707!UTM  10      -   1.00000311  x   0.99960342  =   0.99960653
 TR1707
 TR1707:                Primary Azimuth Mark                     Grid Az
 TR1707:SPC WA N     -  PORT TOWNSEND CTHSE STEEPLE              008 05 57.3
 TR1707:UTM  10      -  PORT TOWNSEND CTHSE STEEPLE              006 29 10.6
 TR1707
 TR1707|---------------------------------------------------------------------|
 TR1707| PID    Reference Object                     Distance      Geod. Az  |
 TR1707|                                                           dddmmss.s |
 TR1707| TR1667 PORT TOWNSEND CTHSE STEEPLE         APPROX. 5.6 KM 0063909.8 |
 TR1707| TR1561 SCOWALAN                            APPROX. 3.4 KM 0534440.9 |
 TR1707|---------------------------------------------------------------------|
 TR1707
 TR1707                          SUPERSEDED SURVEY CONTROL
 TR1707
 TR1707  NAD 83(1986)-  48 03 43.68609(N)    122 46 34.42334(W) AD(       ) 3
 TR1707  NAD 27      -  48 03 44.36100(N)    122 46 29.81800(W) AD(       ) 3
 TR1707
 TR1707.Superseded values are not recommended for survey control.
 TR1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1707.See file dsdata.txt to determine how the superseded data were derived.
 TR1707
 TR1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1667223231(NAD 83)
 TR1707_MARKER: Z = SEE DESCRIPTION
 TR1707_SETTING: 0 = UNSPECIFIED SETTING
 TR1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1707
 TR1707  HISTORY     - Date     Condition        Report By
 TR1707  HISTORY     - 1941     MONUMENTED       CGS
 TR1707  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1707  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1707
 TR1707                          STATION DESCRIPTION
 TR1707
 TR1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RWK)
 TR1707'NEAR THE S END OF PORT TOWNSEND BAY, ABOUT 1/4 MILE W OF KALA
 TR1707'POINT, AT W END OF SMALL FLAT, AT POINT WHERE BLUFF MEETS THE
 TR1707'BEACH, AND ABOUT 3 METERS BACK FROM THE MEAN HIGH-WATER LINE.
 TR1707'
 TR1707'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A 5-FOOT LENGTH
 TR1707'OF 4-INCH CAST-IRON SOIL PIPE.  DISK IS STAMPED DEEP 1941.
 TR1707'
 TR1707'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 TR1707
 TR1707                          STATION RECOVERY (1941)
 TR1707
 TR1707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1707'ORIGINAL DESCRIPTION ADEQUATE EXCEPT THAT INITIAL DIRECTION
 TR1707'SHOULD BE CLOCK TOWER COURTHOUSE AS THE CITY HALL HAS NO CLOCK
 TR1707'IN THE TOWER AND IS NOT VISIBLE FROM DEEP.
 TR1707
 TR1707                          STATION RECOVERY (1961)
 TR1707
 TR1707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1707'THE STATION WAS RECOVERED IN POOR CONDITION.  THE MARK IN THE
 TR1707'CAST IRON PIPE WAS FOUND LEANING, APPARENTLY HAVING BEEN BUMPED
 TR1707'BY DRIFT LOGS AT THE GRASS EDGE.
 TR1707'
 TR1707'THERE ARE NO OTHER MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1338 ***********************************************************************
 SV1338  DESIGNATION -  DEEP CREEK AFS WATER TANK 213
 SV1338  PID         -  SV1338
 SV1338  STATE/COUNTY-  WA/SPOKANE
 SV1338  USGS QUAD   -  MEDICAL LAKE (1973)
 SV1338
 SV1338                         *CURRENT SURVEY CONTROL
 SV1338  ___________________________________________________________________
 SV1338* NAD 83(1991)-  47 36 26.02330(N)    117 38 45.71436(W)     ADJUSTED  
 SV1338* NAVD 88     -                                                        
 SV1338  ___________________________________________________________________
 SV1338  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 SV1338  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 SV1338
 SV1338  HORZ ORDER  -  THIRD
 SV1338
 SV1338.The horizontal coordinates were established by classical geodetic methods
 SV1338.and adjusted by the National Geodetic Survey in December 1991..
 SV1338
 SV1338
 SV1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1338
 SV1338.The geoid height was determined by GEOID03.
 SV1338
 SV1338;                    North         East     Units Scale Factor Converg.
 SV1338;SPC WA N     -    72,474.935   739,580.401   MT  0.99998172   +2 22 22.8
 SV1338;SPC WA N     -   237,778.18  2,426,440.03   sFT  0.99998172   +2 22 22.8
 SV1338;UTM  11      - 5,272,848.999   451,444.377   MT  0.99962897   -0 28 37.7
 SV1338
 SV1338                          SUPERSEDED SURVEY CONTROL
 SV1338
 SV1338  NAD 83(1986)-  47 36 26.03256(N)    117 38 45.70769(W) AD(       ) 4
 SV1338  NAD 27      -  47 36 26.43000(N)    117 38 41.94300(W) AD(       ) 3
 SV1338
 SV1338.Superseded values are not recommended for survey control.
 SV1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1338.See file dsdata.txt to determine how the superseded data were derived.
 SV1338
 SV1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5144472849(NAD 83)
 SV1338
 SV1338  HISTORY     - Date     Condition        Report By
 SV1338  HISTORY     - UNK      MONUMENTED
 SV1338  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SV1338
 SV1338                          STATION DESCRIPTION
 SV1338
 SV1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SV1338'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK.  THE TANK IS
 SV1338'LOCATED ON THE DEEP CREEK A.F.S. WHICH IS ABOUT 12 MILES WEST OF
 SV1338'SPOKANE.  THE TANK IS 126 FEET HIGH, 6 LEGGED AND IS PAINTED IN
 SV1338'CHECKERED SECTIONS OF RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1339 ***********************************************************************
 SV1339  DESIGNATION -  DEEP CREEK AFS WATER TANK 206
 SV1339  PID         -  SV1339
 SV1339  STATE/COUNTY-  WA/SPOKANE
 SV1339  USGS QUAD   -  MEDICAL LAKE (1973)
 SV1339
 SV1339                         *CURRENT SURVEY CONTROL
 SV1339  ___________________________________________________________________
 SV1339* NAD 83(1991)-  47 36 28.53138(N)    117 38 39.25078(W)     ADJUSTED  
 SV1339* NAVD 88     -                                                        
 SV1339  ___________________________________________________________________
 SV1339  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 SV1339  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 SV1339
 SV1339  HORZ ORDER  -  THIRD
 SV1339
 SV1339.The horizontal coordinates were established by classical geodetic methods
 SV1339.and adjusted by the National Geodetic Survey in December 1991..
 SV1339
 SV1339
 SV1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1339
 SV1339.The geoid height was determined by GEOID03.
 SV1339
 SV1339;                    North         East     Units Scale Factor Converg.
 SV1339;SPC WA N     -    72,557.918   739,712.073   MT  0.99998162   +2 22 27.7
 SV1339;SPC WA N     -   238,050.44  2,426,872.03   sFT  0.99998162   +2 22 27.7
 SV1339;UTM  11      - 5,272,925.305   451,579.964   MT  0.99962881   -0 28 32.9
 SV1339
 SV1339                          SUPERSEDED SURVEY CONTROL
 SV1339
 SV1339  NAD 83(1986)-  47 36 28.54070(N)    117 38 39.24400(W) AD(       ) 4
 SV1339  NAD 27      -  47 36 28.93800(N)    117 38 35.47900(W) AD(       ) 3
 SV1339
 SV1339.Superseded values are not recommended for survey control.
 SV1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1339.See file dsdata.txt to determine how the superseded data were derived.
 SV1339
 SV1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5158072925(NAD 83)
 SV1339
 SV1339  HISTORY     - Date     Condition        Report By
 SV1339  HISTORY     - 1957     MONUMENTED       CGS
 SV1339  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SV1339  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SV1339
 SV1339                          STATION DESCRIPTION
 SV1339
 SV1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SV1339'THE STATION IS LOCATED AT FAIRCHILD AIR FORCE BASE ABOUT 10 MILES
 SV1339'WEST SOUTHWEST OF SPOKANE AND 2 MILES NORTH OF MEDICAL LAKE.
 SV1339'
 SV1339'THE STATION IS THE EAST ONE OF TWO TANKS WHICH ARE ELEVATED
 SV1339'STRUCTURES SUPPORTED BY FOUR STEEL LEGS.  THE TANKS ARE PAINTED
 SV1339'RED AND WHITE.
 SV1339'
 SV1339'THE POINT OF INTERSECTION IS THE ROUND BALL AT THE TOP AND CENTER OF
 SV1339'THE TANK.
 SV1339
 SV1339                          STATION RECOVERY (1961)
 SV1339
 SV1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SV1339'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK.  THE TANK IS
 SV1339'LOCATED ON THE DEEP CREEK A.F.S WHICH IS ABOUT 12 MILES WEST OF
 SV1339'SPOKANE.  THE TANK IS 110 FEET HIGH, 4 LEGGED AND IS PAINTED IN
 SV1339'CHECKERED SECTIONS OF RED AND WHITE.
 SV1339
 SV1339                          STATION RECOVERY (1965)
 SV1339
 SV1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1339'RECOVERED AS DESCRIBED.
 SV1339'
 SV1339'THE TWO TANKS ARE ABOUT 1 BLOCK APART, AND ARE LOCATED APPROXIMATELY
 SV1339'1 MILE SOUTH OF THE CONTROL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1841 ***********************************************************************
 SY1841  DESIGNATION -  DEEP CREEK LOOKOUT HOUSE 1953
 SY1841  PID         -  SY1841
 SY1841  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1841  USGS QUAD   -  NEW LONDON (1990)
 SY1841
 SY1841                         *CURRENT SURVEY CONTROL
 SY1841  ___________________________________________________________________
 SY1841* NAD 83(1991)-  47 07 00.92639(N)    123 58 31.12271(W)     ADJUSTED  
 SY1841* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 SY1841  ___________________________________________________________________
 SY1841  LAPLACE CORR-          14.36  (seconds)                    DEFLEC99
 SY1841  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 SY1841
 SY1841  HORZ ORDER  -  SECOND
 SY1841
 SY1841.The horizontal coordinates were established by classical geodetic methods
 SY1841.and adjusted by the National Geodetic Survey in December 1991..
 SY1841
 SY1841.The orthometric height was scaled from a topographic map.
 SY1841
 SY1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1841
 SY1841.The geoid height was determined by GEOID03.
 SY1841
 SY1841;                    North         East     Units Scale Factor Converg.
 SY1841;SPC WA S     -   204,060.209   236,355.347   MT  0.99995768   -2 31 28.0
 SY1841;SPC WA S     -   669,487.54    775,442.50   sFT  0.99995768   -2 31 28.0
 SY1841;UTM  10      - 5,218,619.024   426,013.527   MT  0.99966728   -0 42 52.9
 SY1841
 SY1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1841!SPC WA S     -   0.99997473  x   0.99995768  =   0.99993241
 SY1841!UTM  10      -   0.99997473  x   0.99966728  =   0.99964202
 SY1841
 SY1841                          SUPERSEDED SURVEY CONTROL
 SY1841
 SY1841  NAD 83(1986)-  47 07 00.91880(N)    123 58 31.12475(W) AD(       ) 2
 SY1841  NAD 27      -  47 07 01.60200(N)    123 58 26.51100(W) AD(       ) 2
 SY1841
 SY1841.Superseded values are not recommended for survey control.
 SY1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1841.See file dsdata.txt to determine how the superseded data were derived.
 SY1841
 SY1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT2601418619(NAD 83)
 SY1841
 SY1841  HISTORY     - Date     Condition        Report By
 SY1841  HISTORY     - 1953     MONUMENTED       CGS
 SY1841  HISTORY     - 1954     SEE DESCRIPTION  USGS
 SY1841  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SY1841
 SY1841                          STATION DESCRIPTION
 SY1841
 SY1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SY1841'THE STATION IS THE TOP AND CENTER OF THE STATE FOREST SERVICE
 SY1841'LOOKOUT HOUSE.
 SY1841'
 SY1841'LOCATED ABOUT 9 MILES (AIRLINE) NORTH-NORTHWEST OF HOQUIAM, ABOUT
 SY1841'8-1/2 MILES (AIRLINE) EAST OF COPALIS, AND IS NEAR THE HEAD OF
 SY1841'DEEP CREEK.
 SY1841'
 SY1841'THE LOOKOUT HOUSE IS A WOODEN STRUCTURE, 10 FEET SQUARE AT THE
 SY1841'BASE, AND IS ABOUT 25 FEET IN HEIGHT.
 SY1841'
 SY1841'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DEEP
 SY1841'CREEK TO THE LOOKOUT HOUSE, DISTANCE BEING 7.728 METERS (25.36 FEET)
 SY1841'EAST OF STATION TO CENTER OF THE STATE FOREST SERVICE LOOKOUT
 SY1841'HOUSE.
 SY1841
 SY1841                          STATION RECOVERY (1954)
 SY1841
 SY1841'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 SY1841'THIS LOOKOUT HOUSE HAS BEEN TORN DOWN AND A NEW TOWER APPROXIMATELY
 SY1841'15 FEET W IS BEING BUILT.
 SY1841
 SY1841                          STATION RECOVERY (1970)
 SY1841
 SY1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SY1841'STATION HAS BEEN DESTROYED.  THE LOOKOUT HOUSE HAS BEEN TORN DOWN
 SY1841'AND THERE ARE NO PLANS OF REPLACING IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2785 ***********************************************************************
 SC2785  DESIGNATION -  DEEP RIV CHANNEL DAYBEACON 10
 SC2785  PID         -  SC2785
 SC2785  STATE/COUNTY-  WA/WAHKIAKUM
 SC2785  USGS QUAD   -  ROSBURG (1984)
 SC2785
 SC2785                         *CURRENT SURVEY CONTROL
 SC2785  ___________________________________________________________________
 SC2785* NAD 83(1991)-  46 17 58.96034(N)    123 42 49.30167(W)     ADJUSTED  
 SC2785* NAVD 88     -         7.0    (meters)      23.     (feet)  VERTCON   
 SC2785  ___________________________________________________________________
 SC2785  LAPLACE CORR-          11.63  (seconds)                    DEFLEC99
 SC2785  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SC2785
 SC2785  HORZ ORDER  -  THIRD
 SC2785
 SC2785.The horizontal coordinates were established by classical geodetic methods
 SC2785.and adjusted by the National Geodetic Survey in December 1991..
 SC2785
 SC2785.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2785
 SC2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2785
 SC2785.The geoid height was determined by GEOID03.
 SC2785
 SC2785;                    North         East     Units Scale Factor Converg.
 SC2785;SPC WA S     -   112,455.236   252,490.702   MT  0.99992694   -2 20 03.9
 SC2785;SPC WA S     -   368,946.89    828,379.91   sFT  0.99992694   -2 20 03.9
 SC2785;SPC OR N     -   297,534.540 2,252,447.111   MT  1.00009009   -2 16 44.8
 SC2785;SPC OR N     -   976,163.19  7,389,918.34   iFT  1.00009009   -2 16 44.8
 SC2785;UTM  10      - 5,127,595.833   445,036.153   MT  0.99963714   -0 30 57.6
 SC2785
 SC2785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2785!SPC WA S     -   1.00000246  x   0.99992694  =   0.99992940
 SC2785!SPC OR N     -   1.00000246  x   1.00009009  =   1.00009255
 SC2785!UTM  10      -   1.00000246  x   0.99963714  =   0.99963960
 SC2785
 SC2785                          SUPERSEDED SURVEY CONTROL
 SC2785
 SC2785  NAD 83(1991)-  46 17 58.96034(N)    123 42 49.30168(W) AD(       ) 4
 SC2785  NAD 83(1986)-  46 17 58.96965(N)    123 42 49.29352(W) AD(       ) 4
 SC2785  NGVD 29 (01/10/91)    6.0    (m)           20.     (f) VERT ANG       
 SC2785
 SC2785.Superseded values are not recommended for survey control.
 SC2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2785.See file dsdata.txt to determine how the superseded data were derived.
 SC2785
 SC2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4503627596(NAD 83)
 SC2785_MARKER: 16 = DAYBEACON
 SC2785_MARK LOGO: MGSINC
 SC2785
 SC2785  HISTORY     - Date     Condition        Report By
 SC2785  HISTORY     - 1988     FIRST OBSERVED   MGSINC
 SC2785
 SC2785                          STATION DESCRIPTION
 SC2785
 SC2785'DESCRIBED BY MINISTER AND GLAESER 1988
 SC2785'THE STATION, DEEP RIVER CHANNEL DAYBEACON 10, IS LOCATED IN GRAYS
 SC2785'BAY ALONG THE NORTH BANK OF THE COLUMBIA RIVER (RIVER MILE 22.5)
 SC2785'NEAR THE MOUTH OF DEEP RIVER, ABOUT 1.0 MILES NORTHEAST OF
 SC2785'ROCKY POINT.  THE STATION IS THE VERTEX OF THE UPRIVER TRIANGULAR
 SC2785'DAYBEACON ON TOP OF A 3 PILE DOLPHIN STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2786 ***********************************************************************
 SC2786  DESIGNATION -  DEEP RIV CHANNEL DAYBEACON 12
 SC2786  PID         -  SC2786
 SC2786  STATE/COUNTY-  WA/WAHKIAKUM
 SC2786  USGS QUAD   -  ROSBURG (1984)
 SC2786
 SC2786                         *CURRENT SURVEY CONTROL
 SC2786  ___________________________________________________________________
 SC2786* NAD 83(1991)-  46 18 06.57630(N)    123 42 37.73270(W)     ADJUSTED  
 SC2786* NAVD 88     -         6.8    (meters)      22.     (feet)  VERTCON   
 SC2786  ___________________________________________________________________
 SC2786  LAPLACE CORR-          11.78  (seconds)                    DEFLEC99
 SC2786  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 SC2786
 SC2786  HORZ ORDER  -  THIRD
 SC2786
 SC2786.The horizontal coordinates were established by classical geodetic methods
 SC2786.and adjusted by the National Geodetic Survey in December 1991..
 SC2786
 SC2786.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2786
 SC2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2786
 SC2786.The geoid height was determined by GEOID03.
 SC2786
 SC2786;                    North         East     Units Scale Factor Converg.
 SC2786;SPC WA S     -   112,680.103   252,747.635   MT  0.99992676   -2 19 55.5
 SC2786;SPC WA S     -   369,684.64    829,222.87   sFT  0.99992676   -2 19 55.5
 SC2786;SPC OR N     -   297,759.692 2,252,703.869   MT  1.00009082   -2 16 36.6
 SC2786;SPC OR N     -   976,901.88  7,390,760.73   iFT  1.00009082   -2 16 36.6
 SC2786;UTM  10      - 5,127,828.673   445,285.750   MT  0.99963680   -0 30 49.3
 SC2786
 SC2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2786!SPC WA S     -   1.00000249  x   0.99992676  =   0.99992925
 SC2786!SPC OR N     -   1.00000249  x   1.00009082  =   1.00009331
 SC2786!UTM  10      -   1.00000249  x   0.99963680  =   0.99963929
 SC2786
 SC2786                          SUPERSEDED SURVEY CONTROL
 SC2786
 SC2786  NAD 83(1991)-  46 18 06.57630(N)    123 42 37.73271(W) AD(       ) 4
 SC2786  NAD 83(1986)-  46 18 06.58565(N)    123 42 37.72452(W) AD(       ) 4
 SC2786  NGVD 29 (01/10/91)    5.8    (m)           19.     (f) VERT ANG       
 SC2786
 SC2786.Superseded values are not recommended for survey control.
 SC2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2786.See file dsdata.txt to determine how the superseded data were derived.
 SC2786
 SC2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4528627829(NAD 83)
 SC2786_MARKER: 16 = DAYBEACON
 SC2786_MARK LOGO: MGSINC
 SC2786
 SC2786  HISTORY     - Date     Condition        Report By
 SC2786  HISTORY     - 1988     FIRST OBSERVED   MGSINC
 SC2786
 SC2786                          STATION DESCRIPTION
 SC2786
 SC2786'DESCRIBED BY MINISTER AND GLAESER 1988
 SC2786'THE STATION, DEEP RIVER CHANNEL DAYBEACON 12, IS LOCATED IN GRAYS
 SC2786'BAY ALONG THE NORTH BANK OF THE COLUMBIA RIVER (RIVER MILE 22.8)
 SC2786'NEAR THE MOUTH OF DEEP RIVER, ABOUT 1.3 MILES NORTHEAST OF ROCKY
 SC2786'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2787 ***********************************************************************
 SC2787  DESIGNATION -  DEEP RIVER CHANNEL DAYBEACON 8
 SC2787  PID         -  SC2787
 SC2787  STATE/COUNTY-  WA/WAHKIAKUM
 SC2787  USGS QUAD   -  ROSBURG (1984)
 SC2787
 SC2787                         *CURRENT SURVEY CONTROL
 SC2787  ___________________________________________________________________
 SC2787* NAD 83(1991)-  46 17 48.73286(N)    123 43 14.87960(W)     ADJUSTED  
 SC2787* NAVD 88     -         7.7    (meters)      25.     (feet)  VERTCON   
 SC2787  ___________________________________________________________________
 SC2787  LAPLACE CORR-          11.39  (seconds)                    DEFLEC99
 SC2787  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SC2787
 SC2787  HORZ ORDER  -  THIRD
 SC2787
 SC2787.The horizontal coordinates were established by classical geodetic methods
 SC2787.and adjusted by the National Geodetic Survey in December 1991..
 SC2787
 SC2787.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2787
 SC2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2787
 SC2787.The geoid height was determined by GEOID03.
 SC2787
 SC2787;                    North         East     Units Scale Factor Converg.
 SC2787;SPC WA S     -   112,162.048   251,930.910   MT  0.99992719   -2 20 22.5
 SC2787;SPC WA S     -   367,984.99    826,543.33   sFT  0.99992719   -2 20 22.5
 SC2787;SPC OR N     -   297,240.763 2,251,887.512   MT  1.00008910   -2 17 02.9
 SC2787;SPC OR N     -   975,199.35  7,388,082.39   iFT  1.00008910   -2 17 02.9
 SC2787;UTM  10      - 5,127,285.119   444,486.107   MT  0.99963788   -0 31 16.0
 SC2787
 SC2787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2787!SPC WA S     -   1.00000234  x   0.99992719  =   0.99992953
 SC2787!SPC OR N     -   1.00000234  x   1.00008910  =   1.00009145
 SC2787!UTM  10      -   1.00000234  x   0.99963788  =   0.99964022
 SC2787
 SC2787                          SUPERSEDED SURVEY CONTROL
 SC2787
 SC2787  NAD 83(1991)-  46 17 48.73286(N)    123 43 14.87961(W) AD(       ) 4
 SC2787  NAD 83(1986)-  46 17 48.74221(N)    123 43 14.87160(W) AD(       ) 4
 SC2787  NGVD 29 (01/10/91)    6.8    (m)           22.     (f) VERT ANG       
 SC2787
 SC2787.Superseded values are not recommended for survey control.
 SC2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2787.See file dsdata.txt to determine how the superseded data were derived.
 SC2787
 SC2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS4448627285(NAD 83)
 SC2787_MARKER: 16 = DAYBEACON
 SC2787_MARK LOGO: MGSINC
 SC2787
 SC2787  HISTORY     - Date     Condition        Report By
 SC2787  HISTORY     - 1988     FIRST OBSERVED   MGSINC
 SC2787
 SC2787                          STATION DESCRIPTION
 SC2787
 SC2787'DESCRIBED BY MINISTER AND GLAESER 1988
 SC2787'THE STATION, DEEP RIVER CHANNEL DAYBEACON 8, IS LOCATED IN GRAYS BAY
 SC2787'ALONG THE NORTH BANK OF THE COLUMBIA RIVER (RIVER MILE 22.1) NEAR
 SC2787'THE MOUTH OF DEEP RIVER, ABOUT 0.7 MILES NORTHEAST OF ROCKY POINT.
 SC2787'THE STATION IS THE VERTEX OF THE UPRIVER TRIANGULAR DAYBEACON ON
 SC2787'TOP OF THE WOODEN 3 PILE DOLPHIN STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2155 ***********************************************************************
 RD2155  DESIGNATION -  DEER
 RD2155  PID         -  RD2155
 RD2155  STATE/COUNTY-  WA/SKAMANIA
 RD2155  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2155
 RD2155                         *CURRENT SURVEY CONTROL
 RD2155  ___________________________________________________________________
 RD2155* NAD 83(1991)-  45 37 13.66618(N)    122 00 46.25728(W)     ADJUSTED  
 RD2155* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 RD2155  ___________________________________________________________________
 RD2155  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 RD2155  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 RD2155
 RD2155  HORZ ORDER  -  THIRD
 RD2155
 RD2155.The horizontal coordinates were established by classical geodetic methods
 RD2155.and adjusted by the National Geodetic Survey in December 1991..
 RD2155
 RD2155.The orthometric height was scaled from a topographic map.
 RD2155
 RD2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2155
 RD2155.The geoid height was determined by GEOID03.
 RD2155
 RD2155;                    North         East     Units Scale Factor Converg.
 RD2155;SPC WA S     -    33,046.640   382,011.778   MT  1.00005504   -1 05 56.1
 RD2155;SPC WA S     -   108,420.52  1,253,316.97   sFT  1.00005504   -1 05 56.1
 RD2155;SPC OR N     -   218,216.384 2,382,026.705   MT  0.99992564   -1 04 22.4
 RD2155;SPC OR N     -   715,933.02  7,815,048.24   iFT  0.99992564   -1 04 22.4
 RD2155;UTM  10      - 5,052,353.570   576,958.223   MT  0.99967281   +0 42 20.1
 RD2155
 RD2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2155!SPC WA S     -   1.00000233  x   1.00005504  =   1.00005737
 RD2155!SPC OR N     -   1.00000233  x   0.99992564  =   0.99992797
 RD2155!UTM  10      -   1.00000233  x   0.99967281  =   0.99967514
 RD2155
 RD2155:                Primary Azimuth Mark                     Grid Az
 RD2155:SPC WA S     -  TRAP                                     054 17 23.7
 RD2155:SPC OR N     -  TRAP                                     054 15 50.0
 RD2155:UTM  10      -  TRAP                                     052 29 07.5
 RD2155
 RD2155|---------------------------------------------------------------------|
 RD2155| PID    Reference Object                     Distance      Geod. Az  |
 RD2155|                                                           dddmmss.s |
 RD2155| RD2114 TRAP                                APPROX. 1.1 KM 0531127.6 |
 RD2155|---------------------------------------------------------------------|
 RD2155
 RD2155                          SUPERSEDED SURVEY CONTROL
 RD2155
 RD2155  NAD 83(1991)-  45 37 13.66618(N)    122 00 46.25728(W) AD(       ) 3
 RD2155  NAD 83(1986)-  45 37 13.67540(N)    122 00 46.26491(W) AD(       ) 3
 RD2155  NAD 27      -  45 37 14.24700(N)    122 00 41.97600(W) AD(       ) 3
 RD2155
 RD2155.Superseded values are not recommended for survey control.
 RD2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2155.See file dsdata.txt to determine how the superseded data were derived.
 RD2155
 RD2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7695852354(NAD 83)
 RD2155
 RD2155  HISTORY     - Date     Condition        Report By
 RD2155  HISTORY     - 1935     MONUMENTED       USE
 RD2155  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RD2155
 RD2155                          STATION DESCRIPTION
 RD2155
 RD2155'DESCRIBED BY US ENGINEERS 1935
 RD2155'ON N BANK OF COLUMBIA RIVER, AT SMALL COVE ON S SHORE OF PIERCE
 RD2155'ISLAND AND ABOUT 0.65 MILE SE OF BEACON ROCK, MEASURED FROM SUMMIT
 RD2155'OF ROCK.  STATION IS ABOUT 0.3 MILE DOWNSTREAM FROM WARRENDALE, ON
 RD2155'S BANK OF RIVER.
 RD2155'
 RD2155'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN CONCRETE
 RD2155'POST WITH USED DEER 1935 MARKED IN CONCRETE.  BLAZED 30-INCH FORKED
 RD2155'WILLOW TREE WITH TRIANGLE MARKED WITH NAILS IS DISTANT 40 FEET, IN
 RD2155'AZIMUTH S 61 DEG 30 MIN W MAGNETIC.
 RD2155
 RD2155                          STATION RECOVERY (1947)
 RD2155
 RD2155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RD2155'NOT FOUND IN 1947.  A 2-HOUR SEARCH WAS MADE FOR THIS STATION.  IT
 RD2155'IS BELIEVED THIS STATION MIGHT BE WASHED OUT OR COVERED UP WITH
 RD2155'SAND AND DIRT.  IT APPEARS AT THIS TIME THAT PIERCE ISLAND HAS
 RD2155'TAKEN ON A DIFFERENT SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0842 ***********************************************************************
 TO0842  DESIGNATION -  DEER
 TO0842  PID         -  TO0842
 TO0842  STATE/COUNTY-  WA/STEVENS
 TO0842  USGS QUAD   -  ADDY (1992)
 TO0842
 TO0842                         *CURRENT SURVEY CONTROL
 TO0842  ___________________________________________________________________
 TO0842* NAD 83(1991)-  48 21 06.42448(N)    117 45 44.39341(W)     ADJUSTED  
 TO0842* NAVD 88     -      1249.0    (meters)    4098.     (feet)  VERTCON   
 TO0842  ___________________________________________________________________
 TO0842  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 TO0842  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 TO0842
 TO0842  HORZ ORDER  -  THIRD
 TO0842
 TO0842.The horizontal coordinates were established by classical geodetic methods
 TO0842.and adjusted by the National Geodetic Survey in December 1991..
 TO0842
 TO0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0842
 TO0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0842
 TO0842.The geoid height was determined by GEOID03.
 TO0842
 TO0842;                    North         East     Units Scale Factor Converg.
 TO0842;SPC WA N     -   154,836.719   727,540.573   MT  0.99995057   +2 17 11.1
 TO0842;SPC WA N     -   507,993.47  2,386,939.36   sFT  0.99995057   +2 17 11.1
 TO0842;UTM  11      - 5,355,681.589   443,521.371   MT  0.99963919   -0 34 10.8
 TO0842
 TO0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0842!SPC WA N     -   0.99980703  x   0.99995057  =   0.99975761
 TO0842!UTM  11      -   0.99980703  x   0.99963919  =   0.99944629
 TO0842
 TO0842:                Primary Azimuth Mark                     Grid Az
 TO0842:SPC WA N     -  CLIFF RIDGE LOH                          033 47 24.8
 TO0842:UTM  11      -  CLIFF RIDGE LOH                          036 38 46.7
 TO0842
 TO0842|---------------------------------------------------------------------|
 TO0842| PID    Reference Object                     Distance      Geod. Az  |
 TO0842|                                                           dddmmss.s |
 TO0842| TO0833 CLIFF RIDGE LOH                     APPROX. 9.4 KM 0360435.9 |
 TO0842| TO0829 CALISPELL                           APPROX.21.4 KM 0634313.8 |
 TO0842| AB7199 DEER RM 2                             5.730 METERS 11254     |
 TO0842| AB7198 DEER RM 1                            29.749 METERS 23519     |
 TO0842|---------------------------------------------------------------------|
 TO0842
 TO0842                          SUPERSEDED SURVEY CONTROL
 TO0842
 TO0842  NAD 83(1986)-  48 21 06.43268(N)    117 45 44.38714(W) AD(       ) 3
 TO0842  NAD 27      -  48 21 06.79162(N)    117 45 40.50521(W) AD(       ) 3
 TO0842  NGVD 29 (07/19/86) 1247.8    (m)         4094.     (f) VERT ANG       
 TO0842
 TO0842.Superseded values are not recommended for survey control.
 TO0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0842.See file dsdata.txt to determine how the superseded data were derived.
 TO0842
 TO0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP4352155682(NAD 83)
 TO0842_MARKER: DD = SURVEY DISK
 TO0842_SETTING: 80 = SET IN A BOULDER
 TO0842_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TO0842
 TO0842  HISTORY     - Date     Condition        Report By
 TO0842  HISTORY     - 1943     MONUMENTED       USGS
 TO0842  HISTORY     - 1963     GOOD             USGS
 TO0842
 TO0842                          STATION DESCRIPTION
 TO0842
 TO0842'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 TO0842'LOCATED 5 MI N. AND 2 MI W. OF CHEWELAH ON TOP OF DEER MTN. NEAR
 TO0842'SOUTHEAST EDGE OF SUMMIT.  SUMMIT OF DEER MTN. IS A ROUNDED FLAT
 TO0842'ABOUT 100 FT IN DIAMETER AND CLEAR OF TIMBER EXCEPT A FEW
 TO0842'SCATTERED TREES AROUND THE EDGE AND ALONG NORTH SLOPE.
 TO0842'
 TO0842'TO REACH FROM CHEWELAH, DRIVE NORTHWARD ON CHEWELAH CREEK RD. 5
 TO0842'MI TO MAIN T-RD. W., CONTINUE 0.2 MI N.  TURN LEFT (W.) ON DIM
 TO0842'RD. KEEPING TO RIGHT IMMEDIATELY AFTER LEAVING HWY., THIS RD.
 TO0842'FORMERLY LED TO CABINS WELL UP ON EAST SLOPE BUT CABINS AND RD.
 TO0842'HAVE BEEN ABANDONED.  TRUCK CAN BE TAKEN TO A POINT ABOUT 200
 TO0842'YARDS BEYOND RUINS OF FIRST CABIN, 1.1 MI FROM CHEWELAH CREEK
 TO0842'RD.  FROM THIS POINT FOLLOW OLD RD. IN NORTHERLY DIRECTION ACROSS
 TO0842'DRAW THENCE WESTERLY TO SECOND ABANDONED CABIN AT FOOT OF STEEP
 TO0842'SLOPE.  CLIMB RIDGE WESTERLY TO SUMMIT AND STATION.
 TO0842'
 TO0842'STATION MARK--STANDARD TABLET STAMPED---DEER 1943---, CEMENTED IN
 TO0842'QUARTZITE ROCK SET IN GROUND.
 TO0842'
 TO0842'RM 1--COPPER NAIL AND WASHER DRIVEN IN CENTER OF TRIANGULAR
 TO0842'BLAZE ON FIR TREE AT SOUTHWEST EDGE OF SUMMIT.
 TO0842'
 TO0842'RM 2--COPPER NAIL AND WASHER DRIVEN IN CENTER OF TRIANGULAR
 TO0842'BLAZE ON FIR TREE AT SOUTHEAST EDGE OF SUMMIT.
 TO0842
 TO0842                          STATION RECOVERY (1963)
 TO0842
 TO0842'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TO0842'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1770 ***********************************************************************
 SV1770  SACS        -  This is a Secondary Airport Control Station.
 SV1770  DESIGNATION -  DEER
 SV1770  PID         -  SV1770
 SV1770  STATE/COUNTY-  WA/SPOKANE
 SV1770  USGS QUAD   -  DEER PARK (1973)
 SV1770
 SV1770                         *CURRENT SURVEY CONTROL
 SV1770  ___________________________________________________________________
 SV1770* NAD 83(1998)-  47 57 37.82259(N)    117 25 58.81052(W)     ADJUSTED  
 SV1770* NAVD 88     -       666.92   (meters)    2188.1    (feet)  GPS OBS   
 SV1770  ___________________________________________________________________
 SV1770  X           -  -1,971,573.847 (meters)                     COMP
 SV1770  Y           -  -3,798,195.192 (meters)                     COMP
 SV1770  Z           -   4,714,418.776 (meters)                     COMP
 SV1770  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 SV1770  ELLIP HEIGHT-         648.90  (meters)          (07/02/01) GPS OBS
 SV1770  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 SV1770
 SV1770  HORZ ORDER  -  FIRST
 SV1770  ELLP ORDER  -  THIRD     CLASS II
 SV1770
 SV1770.This mark is at Deer Park Airport (07S)
 SV1770
 SV1770.The horizontal coordinates were established by GPS observations
 SV1770.and adjusted by the National Geodetic Survey in July 2001..
 SV1770.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1770.DATUM ITEM on the data sheet items page.
 SV1770
 SV1770.The orthometric height was determined by GPS observations and a
 SV1770.high-resolution geoid model.
 SV1770
 SV1770.GPS derived orthometric heights for airport stations designated as
 SV1770.PACS or SACS are published to 2 decimal places.  This maintains
 SV1770.centimeter relative accuracy between the PACS and SACS.  It does
 SV1770.not indicate centimeter accuracy relative to other marks which are
 SV1770.part of the NAVD 88 network.
 SV1770
 SV1770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1770
 SV1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1770
 SV1770.The ellipsoidal height was determined by GPS observations
 SV1770.and is referenced to NAD 83.
 SV1770
 SV1770.The geoid height was determined by GEOID03.
 SV1770
 SV1770;                    North         East     Units Scale Factor Converg.
 SV1770;SPC WA N     -   112,399.968   753,848.143   MT  0.99994601   +2 31 53.8
 SV1770;SPC WA N     -   368,765.56  2,473,250.12   sFT  0.99994601   +2 31 53.8
 SV1770;UTM  11      - 5,312,001.391   467,675.315   MT  0.99961284   -0 19 17.7
 SV1770
 SV1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1770!SPC WA N     -   0.99989831  x   0.99994601  =   0.99984432
 SV1770!UTM  11      -   0.99989831  x   0.99961284  =   0.99951119
 SV1770
 SV1770                          SUPERSEDED SURVEY CONTROL
 SV1770
 SV1770  NAD 83(1998)-  47 57 37.82246(N)    117 25 58.81162(W) AD(       ) 1
 SV1770  ELLIP H (07/23/97)  648.93   (m)                       GP(       ) 3 1
 SV1770  NAD 83(1991)-  47 57 37.82122(N)    117 25 58.81030(W) AD(       ) 3
 SV1770  ELLIP H (12/23/92)  649.05   (m)                       GP(       ) 4 2
 SV1770  NGVD 29 (12/23/92)  665.7    (m)         2184.     (f) GPS OBS        
 SV1770
 SV1770.Superseded values are not recommended for survey control.
 SV1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1770.See file dsdata.txt to determine how the superseded data were derived.
 SV1770
 SV1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP6767512001(NAD 83)
 SV1770_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1770_SP_SET: CONCRETE POST
 SV1770_STAMPING: DEER 1991
 SV1770_MARK LOGO: NGS   
 SV1770_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1770+STABILITY: SURFACE MOTION
 SV1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1770+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1997
 SV1770
 SV1770  HISTORY     - Date     Condition        Report By
 SV1770  HISTORY     - 1991     MONUMENTED       NGS
 SV1770  HISTORY     - 19920908 GOOD             NGS
 SV1770  HISTORY     - 19960727 GOOD             CHANCE
 SV1770  HISTORY     - 19970819 GOOD             NGS
 SV1770
 SV1770                          STATION DESCRIPTION
 SV1770
 SV1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 SV1770'STATION IS LOCATED ABOUT 32 KM (19.9 MI)NORTH OF SPOKANE, ABOUT 3
 SV1770'KM (1.9 MI)EAST-NORTHEAST OF DEER PARK, AT THE DEER PARK MUNICIPAL
 SV1770'AIRPORT, AT THE JUNCTION OF THE TAXI AND RUNWAY 4, AND AT THE
 SV1770'SOUTHEAST CORNER OF RUNWAY END 4.  OWNERSHIP--CITY OF DEER PARK, EAST
 SV1770'316 CRAWFORD STREET, DEER PARK, WA, 99006.  AIRPORT MANAGER IS KEITH
 SV1770'REILLY, PHONE 509-276-8802.  CONTACT HIM FOR KEY TO LOCKED GATE.
 SV1770'TO REACH FROM THE JUNCTION OF MAIN AND CRAWFORD STREETS IN DOWNTOWN
 SV1770'DEER PARK, GO EAST ON CRAWFORD STREET FOR 2.17 KM (1.35 MI)TO A
 SV1770'PAVED ROAD LEFT.  TURN LEFT, NORTHEAST, ON AIRPORT ROAD FOR 1.20 KM
 SV1770'(0.75 MI)TO A T-ROAD.  TURN LEFT, NORTH, ON CEDAR ROAD FOR 0.46 KM
 SV1770'(0.29 MI)TO A GRAVEL LANE RIGHT. TURN RIGHT, EAST, ON GRAVEL
 SV1770'ENTRANCE ROAD TO AIRPORT FOR 0.12 KM (0.07 MI)TO A LOCKED GATE.
 SV1770'PASS THROUGH GATE ON GRAVEL ROAD FOR 50 M (164.0 FT)TO APRON.
 SV1770'TURN RIGHT, SOUTH, ON APRON FOR 40 M (131.2 FT)PASSING GAS PUMPS
 SV1770'ON THE LEFT. TURN LEFT, EAST, ON APRON FOR 50 M (164.0 FT)TO THE
 SV1770'TAXI.  TURN RIGHT, SOUTH, ON TAXI FOR 0.54 KM (0.34 MI)TO RUNWAY
 SV1770'04, THE SOUTHEAST CORNER OF RUNWAY END, AND THE STATION.
 SV1770'STATION MARK IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST 15 CM
 SV1770'BELOW GROUND.  IT IS 23.3 M (76.4 FT)SOUTHWEST FROM THE CENTER OF
 SV1770'THE TAXI AT RUNWAY EDGE, 22.2 M (72.8 FT)SOUTHEAST FROM THE RUNWAY
 SV1770'CENTER, 2.4 M (7.9 FT)SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF
 SV1770'RUNWAY END 04, AND 0.1 M (0.3 FT)NORTH FROM A 0.2 M (0.7 FT)
 SV1770'TALL FIBERGLASS WITNESS POST.
 SV1770
 SV1770                          STATION RECOVERY (1996)
 SV1770
 SV1770'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SV1770'THE STATION IS LOCATED 21 MILES (33.8 KM) NORTH OF SPOKANE, 6.5 MILES
 SV1770'(10.5 KM) SOUTHEAST OF CLAYTON, 2.0 MILES (3.2 KM) NORTHEAST OF DEER
 SV1770'PARK, AT THE DEER PARK AIRPORT, BOB DANO - MAYOR / AIRPORT MANAGER,
 SV1770'PHONE 509-276-8802  TO REACH THE STATION FROM THE JUNCTION OF STATE
 SV1770'HIGHWAY 195 AND MAIN AVE IN DEER PARK, PROCEED NORTH ON MAIN AVE 0.8
 SV1770'MI (1.3 KM) TO CRAWFORD STREET, TURN RIGHT AND PROCEED EAST 1.35 MI
 SV1770'(2.17 KM) TO AIRPORT ROAD, TURN LEFT AND PROCEED NORTHEAST ON AIRPORT
 SV1770'ROAD 0.75 MI (1.21 KM) TO JUNCTION WITH CEDAR ROAD.  TURN LEFT AND
 SV1770'PROCEED NORTH ON CEDAR ROAD 0.3 MI (0.5 KM) TO AIRPORT ENTRANCE, TURN
 SV1770'RIGHT AND PROCEED EAST 0.15 MI (0.24 KM) THROUGH THE ENTRANCE GATE TO
 SV1770'JUNCTION WITH NORTH-SOUTH TAXIWAY, TURN RIGHT AND PROCEED SOUTHEAST
 SV1770'0.4 MI (0.6 KM) TO THE SOUTHWEST END OF RUNWAY 4-22 AND THE STATION
 SV1770'APPROXIMATELY 3 M (9.8 FT) SOUTHWEST OF THE SOUTHERNMOST CORNER OF
 SV1770'RUNWAY 4-22  THE STATION IS A STANDARD NGS HORIZONTAL CONTROL MARK
 SV1770'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT, RECESSED 20 CM BELOW
 SV1770'THE SURFACE. THE STATION IS LOCATED 22.25 M (73.00 FT) SOUTHEAST OF
 SV1770'THE CENTERLINE OF RUNWAY 4-22, 2.7 M (8.9 FT) SOUTHWEST OF THE
 SV1770'SOUTHWEST CORNER OF RUNWAY 4-22, 49.55 M (162.57 FT) WEST OF A SQUARE
 SV1770'GRATED DRAIN INLET, 0.1 M (0.3 FT) NORTH OF A CARSONITE WITNESS POST,
 SV1770'113.5 M (372.4 FT) SOUTHWEST OF THE SOUTHWEST METAL POST OF A VASI
 SV1770'LIGHT  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 SV1770'STATION (SACS) - WASHINGTON ANA SURVEYS 1996
 SV1770
 SV1770                          STATION RECOVERY (1997)
 SV1770
 SV1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 SV1770'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  AIRPORT
 SV1770'MANAGER--MRS.  PENNY LUMIS.  ADDRESS--1200 NORTH CEDAR, DEER PARK
 SV1770'WASHINGTON 99006.  PHONE-- (509) 276-8663.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1189 ***********************************************************************
 SW1189  DESIGNATION -  DEER 1934
 SW1189  PID         -  SW1189
 SW1189  STATE/COUNTY-  WA/FERRY
 SW1189  USGS QUAD   -  LINCOLN (1985)
 SW1189
 SW1189                         *CURRENT SURVEY CONTROL
 SW1189  ___________________________________________________________________
 SW1189* NAD 83(1991)-  47 52 08.19222(N)    118 26 31.12569(W)     ADJUSTED  
 SW1189* NAVD 88     -       611.     (meters)    2005.     (feet)  SCALED    
 SW1189  ___________________________________________________________________
 SW1189  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 SW1189  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 SW1189
 SW1189  HORZ ORDER  -  SECOND
 SW1189
 SW1189.The horizontal coordinates were established by classical geodetic methods
 SW1189.and adjusted by the National Geodetic Survey in December 1991..
 SW1189
 SW1189.The orthometric height was scaled from a topographic map.
 SW1189
 SW1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1189
 SW1189.The geoid height was determined by GEOID03.
 SW1189
 SW1189;                    North         East     Units Scale Factor Converg.
 SW1189;SPC WA N     -    99,389.884   678,869.711   MT  0.99995165   +1 46 49.5
 SW1189;SPC WA N     -   326,081.64  2,227,258.38   sFT  0.99995165   +1 46 49.5
 SW1189;UTM  11      - 5,302,740.319   392,163.795   MT  0.99974289   -1 04 10.2
 SW1189
 SW1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1189!SPC WA N     -   0.99990722  x   0.99995165  =   0.99985887
 SW1189!UTM  11      -   0.99990722  x   0.99974289  =   0.99965013
 SW1189
 SW1189:                Primary Azimuth Mark                     Grid Az
 SW1189:SPC WA N     -  PINE TOP IS                              289 03 09.7
 SW1189:UTM  11      -  PINE TOP IS                              291 54 09.4
 SW1189
 SW1189|---------------------------------------------------------------------|
 SW1189| PID    Reference Object                     Distance      Geod. Az  |
 SW1189|                                                           dddmmss.s |
 SW1189| SW1205 PINE TOP IS                         APPROX. 2.2 KM 2904959.2 |
 SW1189| SW1207 CASTLE IS                           APPROX. 0.9 KM 3422306.2 |
 SW1189|---------------------------------------------------------------------|
 SW1189
 SW1189                          SUPERSEDED SURVEY CONTROL
 SW1189
 SW1189  NAD 83(1986)-  47 52 08.20282(N)    118 26 31.12216(W) AD(       ) 2
 SW1189  NAD 27      -  47 52 08.64500(N)    118 26 27.14300(W) AD(       ) 2
 SW1189
 SW1189.Superseded values are not recommended for survey control.
 SW1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1189.See file dsdata.txt to determine how the superseded data were derived.
 SW1189
 SW1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP9216402740(NAD 83)
 SW1189_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1189_SETTING: 66 = SET IN ROCK OUTCROP
 SW1189_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1189
 SW1189  HISTORY     - Date     Condition        Report By
 SW1189  HISTORY     - 1934     MONUMENTED       BOR
 SW1189  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1189
 SW1189                          STATION DESCRIPTION
 SW1189
 SW1189'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1189'ABOUT 4-1/2 MILES NW OF PEACH, APPROXIMATELY 200 FEET (HORIZ.) FROM
 SW1189'1/4 SEC. 6-5, T. 27 N., R. 35 E. WM.  STATION IS SET ON LARGE
 SW1189'SOLID GRANITE OUTCROP ON STEEP GREASEWOOD SLOPE AND MARKED WITH
 SW1189'STANDARD DISK MARKER.  THERE IS AN 8-INCH PINE (TOPPED) AT FOOT
 SW1189'OF OUTCROP.  NO OTHER TREES CLOSER THAN 50 FEET.
 SW1189'
 SW1189'WITNESS MARK - DOUBLE HEADED NAIL CUT IN BLAZE ON 16-INCH PINE
 SW1189'TREE ABOUT 50 FEET SE.
 SW1189'
 SW1189'ACCESSIBLE ONLY BY BOAT OR OVER TOP OF RIDGE FROM LINCOLN FERRY.
 SW1189'
 SW1189'STATION MARK IS SET ACCORDING TO NOTE 3.
 SW1189
 SW1189                          STATION RECOVERY (1947)
 SW1189
 SW1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1189'A THOROUGH SEARCH WAS MADE FOR THE STATION, BUT IT WAS NOT
 SW1189'RECOVERED.  A THREE-MAN PARTY SEARCHED THE AREA INDICATED BY THE
 SW1189'U.S.B.R. DESCRIPTION OF 1934.  NO TRACE OF THE STATION WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1138 ***********************************************************************
 SB1138  DESIGNATION -  DEER BUTTE
 SB1138  PID         -  SB1138
 SB1138  STATE/COUNTY-  WA/YAKIMA
 SB1138  USGS QUAD   -  WILLY DICK CANYON (1973)
 SB1138
 SB1138                         *CURRENT SURVEY CONTROL
 SB1138  ___________________________________________________________________
 SB1138* NAD 83(1991)-  46 18 13.79835(N)    120 58 30.57054(W)     ADJUSTED  
 SB1138* NAVD 88     -      1260.8    (meters)    4136.     (feet)  VERTCON   
 SB1138  ___________________________________________________________________
 SB1138  LAPLACE CORR-          -9.78  (seconds)                    DEFLEC99
 SB1138  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 SB1138
 SB1138  HORZ ORDER  -  THIRD
 SB1138
 SB1138.The horizontal coordinates were established by classical geodetic methods
 SB1138.and adjusted by the National Geodetic Survey in December 1991..
 SB1138
 SB1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1138
 SB1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1138
 SB1138.The geoid height was determined by GEOID03.
 SB1138
 SB1138;                    North         East     Units Scale Factor Converg.
 SB1138;SPC WA S     -   107,980.743   463,397.550   MT  0.99992659   -0 20 42.6
 SB1138;SPC WA S     -   354,266.82  1,520,330.13   sFT  0.99992659   -0 20 42.6
 SB1138;UTM  10      - 5,129,798.785   655,926.335   MT  0.99989887   +1 27 51.4
 SB1138
 SB1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1138!SPC WA S     -   0.99980553  x   0.99992659  =   0.99973213
 SB1138!UTM  10      -   0.99980553  x   0.99989887  =   0.99970442
 SB1138
 SB1138|---------------------------------------------------------------------|
 SB1138| PID    Reference Object                     Distance      Geod. Az  |
 SB1138|                                                           dddmmss.s |
 SB1138| CS4919 DEER BUTTE RM 1                       7.126 METERS 00618     |
 SB1138| CS4920 DEER BUTTE RM 2                       6.154 METERS 09127     |
 SB1138| SB1111 SATUS                               APPROX.17.8 KM 1064238.4 |
 SB1138|---------------------------------------------------------------------|
 SB1138
 SB1138                          SUPERSEDED SURVEY CONTROL
 SB1138
 SB1138  NAD 83(1991)-  46 18 13.80031(N)    120 58 30.56729(W) AD(       ) 3
 SB1138  NAD 83(1986)-  46 18 13.81124(N)    120 58 30.55913(W) AD(       ) 3
 SB1138  NGVD 29 (11/26/90) 1259.6    (m)         4133.     (f) VERT ANG       
 SB1138
 SB1138.Superseded values are not recommended for survey control.
 SB1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1138.See file dsdata.txt to determine how the superseded data were derived.
 SB1138
 SB1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS5592629799(NAD 83)
 SB1138_MARKER: DS = TRIANGULATION STATION DISK
 SB1138_SETTING: 66 = SET IN ROCK OUTCROP
 SB1138_SP_SET: SET IN BEDROCK
 SB1138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB1138+STABILITY: POSITION/ELEVATION WELL
 SB1138
 SB1138  HISTORY     - Date     Condition        Report By
 SB1138  HISTORY     - 1957     MONUMENTED       USGS
 SB1138  HISTORY     - 1964     GOOD             USGS
 SB1138  HISTORY     - 1966     GOOD             USGS
 SB1138
 SB1138                          STATION DESCRIPTION
 SB1138
 SB1138'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SB1138'LOCATED ABOUT 13 MI SW. OF WHITE SWAN, 9.5 MI NE. OF SIGNAL HILL.
 SB1138'ON HIGHEST POINT OF DEER BUTTE WHICH OVERLOOKS TOPPENISH CREEK TO
 SB1138'SOUTH.
 SB1138'
 SB1138'TO REACH FROM WHITE SWAN, DRIVE 2 MI S. ALONG GRAVEL RD.  TURN
 SB1138'RIGHT AT SIGN FT. SIMCOE AND FOLLOW GRAVEL RD. 5.1 MI W. TO RD.
 SB1138'FORKS AT ENTRANCE TO FORT SIMCOE PARK.  TURN RIGHT AS PER SIGN
 SB1138'INDIAN RD. TO HILLS, FOLLOWING MAIN-TRAVELED RD. 12.1 MI TO RD.
 SB1138'FORKS.  TURN SHARP LEFT 6.3 MI FOLLOWING TRACK RD. WHICH RUNS
 SB1138'ALONG BROAD, OPEN RIDGE TO POINT WHERE RD. LEADS AROUND SOUTH
 SB1138'SIDE OF DEER BUTTE.  TURN SHARP RIGHT FOLLOWING TRACKS N. ALONG
 SB1138'RIDGE 0.2 MI TO TOP AND STATION.
 SB1138'
 SB1138'STATION MARK--STANDARD ALUMINUM TABLET
 SB1138'STAMPED---DEER BUTTE 1957---, CEMENTED IN SOLID ROCK ABOUT 3
 SB1138'INCHES BELOW GROUND.
 SB1138'
 SB1138'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN TOP OF
 SB1138'BURIED ROCK.
 SB1138'
 SB1138'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN TOP OF
 SB1138'BURIED ROCK.
 SB1138
 SB1138                          STATION RECOVERY (1964)
 SB1138
 SB1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SB1138'RECOVERED AS DESCRIBED BY USGS IN 1957.
 SB1138
 SB1138                          STATION RECOVERY (1966)
 SB1138
 SB1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SB1138'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2242 ***********************************************************************
 TR2242  DESIGNATION -  DEER HARBOR CANNERY STACK
 TR2242  PID         -  TR2242
 TR2242  STATE/COUNTY-  WA/SAN JUAN
 TR2242  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2242
 TR2242                         *CURRENT SURVEY CONTROL
 TR2242  ___________________________________________________________________
 TR2242* NAD 83(1991)-  48 37 22.84190(N)    123 00 17.80506(W)     ADJUSTED  
 TR2242* NAVD 88     -                                                        
 TR2242  ___________________________________________________________________
 TR2242  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 TR2242  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 TR2242
 TR2242  HORZ ORDER  -  THIRD
 TR2242
 TR2242.The horizontal coordinates were established by classical geodetic methods
 TR2242.and adjusted by the National Geodetic Survey in December 1991..
 TR2242
 TR2242
 TR2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2242
 TR2242.The geoid height was determined by GEOID03.
 TR2242
 TR2242;                    North         East     Units Scale Factor Converg.
 TR2242;SPC WA N     -   182,714.012   339,927.712   MT  0.99998112   -1 37 00.5
 TR2242;SPC WA N     -   599,454.22  1,115,246.17   sFT  0.99998112   -1 37 00.5
 TR2242;UTM  10      - 5,385,549.163   499,635.526   MT  0.99960000   -0 00 13.4
 TR2242
 TR2242                          SUPERSEDED SURVEY CONTROL
 TR2242
 TR2242  NAD 83(1986)-  48 37 22.84253(N)    123 00 17.80621(W) AD(       ) 4
 TR2242  NAD 27      -  48 37 23.48000(N)    123 00 13.15000(W) AD(       ) 3
 TR2242
 TR2242.Superseded values are not recommended for survey control.
 TR2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2242.See file dsdata.txt to determine how the superseded data were derived.
 TR2242
 TR2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9963685549(NAD 83)
 TR2242
 TR2242  HISTORY     - Date     Condition        Report By
 TR2242  HISTORY     - 1950     MONUMENTED       CGS
 TR2242  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR2242  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR2242
 TR2242                          STATION DESCRIPTION
 TR2242
 TR2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2242'STATION IS ON THE W SIDE OF ORCAS ISLAND, ON THE W SHORE OF DEER
 TR2242'HARBOR, ACROSS THE WATER AND DUE W OF THE VILLAGE OF THE SAME
 TR2242'NAME, AND ON THE W SIDE OF THE RED PAINTED CANNERY BUILDINGS.
 TR2242'
 TR2242'STATION IS A TALL SILVER PAINTED METAL STACK ABOUT 50 FEET HIGH.
 TR2242
 TR2242                          STATION RECOVERY (1961)
 TR2242
 TR2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MEW)
 TR2242'STATION IS LOST.  THE STACK HAS BEEN REMOVED FROM THE CANNERY.
 TR2242
 TR2242                          STATION RECOVERY (2001)
 TR2242
 TR2242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2242'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1248 ***********************************************************************
 SV1248  DESIGNATION -  DEER PARK ELEVATED TANK
 SV1248  PID         -  SV1248
 SV1248  STATE/COUNTY-  WA/SPOKANE
 SV1248  USGS QUAD   -  DEER PARK (1973)
 SV1248
 SV1248                         *CURRENT SURVEY CONTROL
 SV1248  ___________________________________________________________________
 SV1248* NAD 83(1991)-  47 57 11.47807(N)    117 27 48.05835(W)     ADJUSTED  
 SV1248* NAVD 88     -                                                        
 SV1248  ___________________________________________________________________
 SV1248  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 SV1248  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 SV1248
 SV1248  HORZ ORDER  -  THIRD
 SV1248
 SV1248.The horizontal coordinates were established by classical geodetic methods
 SV1248.and adjusted by the National Geodetic Survey in December 1991..
 SV1248
 SV1248
 SV1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1248
 SV1248.The geoid height was determined by GEOID03.
 SV1248
 SV1248;                    North         East     Units Scale Factor Converg.
 SV1248;SPC WA N     -   111,487.461   751,619.721   MT  0.99994637   +2 30 32.5
 SV1248;SPC WA N     -   365,771.78  2,465,939.03   sFT  0.99994637   +2 30 32.5
 SV1248;UTM  11      - 5,311,201.204   465,404.989   MT  0.99961471   -0 20 38.7
 SV1248
 SV1248                          SUPERSEDED SURVEY CONTROL
 SV1248
 SV1248  NAD 83(1986)-  47 57 11.48578(N)    117 27 48.04717(W) AD(       ) 4
 SV1248  NAD 27      -  47 57 11.86500(N)    117 27 44.24900(W) AD(       ) 3
 SV1248
 SV1248.Superseded values are not recommended for survey control.
 SV1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1248.See file dsdata.txt to determine how the superseded data were derived.
 SV1248
 SV1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP6540511201(NAD 83)
 SV1248
 SV1248  HISTORY     - Date     Condition        Report By
 SV1248  HISTORY     - UNK      MONUMENTED
 SV1248  HISTORY     - 1979     GOOD             NGS
 SV1248
 SV1248                          STATION DESCRIPTION
 SV1248
 SV1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SV1248'THE POINT INTERSECTED WAS THE FINAL KNOB A TON THE DEER PARK ELEVATED
 SV1248'WATER TANK THAT IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 SV1248'OF A STREET AND WASHINGTON STREET IN THE CITY OF DEER PARK.  THE
 SV1248'TANK IS A 4 LEGGED STRUCTURE SUPPORTING A CYLINDRICAL TANK, THE TANK
 SV1248'IS PAINTED LIGHT GREEN IN COLOR AND THE LEGS ARE PAINTED BLACK.  IT
 SV1248'IS ABOUT 70 FT IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2103 ***********************************************************************
 TR2103  DESIGNATION -  DEER RESET
 TR2103  PID         -  TR2103
 TR2103  STATE/COUNTY-  WA/SAN JUAN
 TR2103  USGS QUAD   -  SHAW ISLAND (1994)
 TR2103
 TR2103                         *CURRENT SURVEY CONTROL
 TR2103  ___________________________________________________________________
 TR2103* NAD 83(1991)-  48 36 58.23518(N)    123 00 00.44519(W)     ADJUSTED  
 TR2103* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 TR2103  ___________________________________________________________________
 TR2103  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 TR2103  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 TR2103
 TR2103  HORZ ORDER  -  THIRD
 TR2103
 TR2103.The horizontal coordinates were established by classical geodetic methods
 TR2103.and adjusted by the National Geodetic Survey in December 1991..
 TR2103
 TR2103.The orthometric height was scaled from a topographic map.
 TR2103
 TR2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2103
 TR2103.The geoid height was determined by GEOID03.
 TR2103
 TR2103;                    North         East     Units Scale Factor Converg.
 TR2103;SPC WA N     -   181,944.218   340,261.669   MT  0.99998008   -1 36 47.6
 TR2103;SPC WA N     -   596,928.66  1,116,341.83   sFT  0.99998008   -1 36 47.6
 TR2103;UTM  10      - 5,384,789.365   499,990.886   MT  0.99960000   -0 00 00.3
 TR2103
 TR2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2103!SPC WA N     -   1.00000082  x   0.99998008  =   0.99998090
 TR2103!UTM  10      -   1.00000082  x   0.99960000  =   0.99960082
 TR2103
 TR2103|---------------------------------------------------------------------|
 TR2103| PID    Reference Object                     Distance      Geod. Az  |
 TR2103|                                                           dddmmss.s |
 TR2103| CF8602 DEER RM 1                                          14723     |
 TR2103| TR2242 DEER HARBOR CANNERY STACK           APPROX. 0.8 KM 3345603.4 |
 TR2103|---------------------------------------------------------------------|
 TR2103
 TR2103                          SUPERSEDED SURVEY CONTROL
 TR2103
 TR2103  NAD 83(1986)-  48 36 58.23586(N)    123 00 00.44640(W) AD(       ) 3
 TR2103  NAD 27      -  48 36 58.87000(N)    122 59 55.79000(W) AD(       ) 3
 TR2103
 TR2103.Superseded values are not recommended for survey control.
 TR2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2103.See file dsdata.txt to determine how the superseded data were derived.
 TR2103
 TR2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9999184789(NAD 83)
 TR2103_MARKER: H = DRILL HOLE
 TR2103_SETTING: 66 = SET IN ROCK OUTCROP
 TR2103
 TR2103  HISTORY     - Date     Condition        Report By
 TR2103  HISTORY     - 1894     MONUMENTED       CGS
 TR2103  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2103  HISTORY     - 1950     GOOD             CGS
 TR2103  HISTORY     - 1954     GOOD             CGS
 TR2103  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR2103
 TR2103                          STATION DESCRIPTION
 TR2103
 TR2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2103'STATION IS ON THE E SIDE OF DEER HARBOR, ORCAS ISLAND, AT THE
 TR2103'FIRST POINT S OF WHARF NEAR THE HEAD OF THE BAY.
 TR2103'
 TR2103'TO MAKE SIGNAL TABLE VISIBLE FROM HERE, TREES AND OVERHANGING
 TR2103'LIMBS WERE CUT.  THIS IS A ROCKY POINT, AND THE SIGNAL IS ON A
 TR2103'NARROW SHELF OF ROCK, 6 FEET ABOVE TIDES AND 4 FEET BACK FROM
 TR2103'HIGH-WATER LINE.  SITE WAS SELECTED TO SEE, TO THE RIGHT, SIGNAL
 TR2103'WEDGE CLEAR OF FAWN ISLAND.  TWO SMALL MANZANITA TREES STAND
 TR2103'ABOUT 8 FEET BACK OF, AND 6 FEET ABOVE STATION, THE N ONE BEING
 TR2103'MARKED WITH A TRIANGULAR BLAZE (NO NAIL).  FROM TREE THE SIGNAL
 TR2103'IS ON LINE TO N END OF FAWN ISLAND.  SOME EARTH WAS CLEARED
 TR2103'AWAY AND THE STATION WAS MARKED BY A 1/2-INCH HOLE, 1-1/2 INCHES
 TR2103'DEEP, IN SOLID ROCK.
 TR2103
 TR2103                          STATION RECOVERY (1940)
 TR2103
 TR2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2103'STATION IS A DRILL HOLE AND WAS RECOVERED AND RE-MARKED WITH A
 TR2103'STANDARD DISK STAMPED DEER 1894-1940.
 TR2103'
 TR2103'ONE REFERENCE MARK WAS ESTABLISHED AND STAMPED IN LIKE MANNER.  ALL
 TR2103'MARKS ARE IN LEDGE.
 TR2103'
 TR2103'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK, WEDGED IN A DRILL
 TR2103'HOLE IN OUTCROPPING BEDROCK.  THE DISTANCE FROM STATION TO
 TR2103'REFERENCE MARK NO.1 IS 10.647 METERS.
 TR2103'
 TR2103'ON A ROUNDING LEDGE POINT ON THE E SIDE OF DEER HARBOR 0.9 NAUTICAL
 TR2103'MILE FROM POLE PASS.  THE ONLY POINT ON THIS SIDE WHICH SEES THE E
 TR2103'SIDE OF THE HEAD OF THE BAY AND ALSO POLE PASS.  STATION IS IN
 TR2103'LEDGE 4 FEET ABOVE HIGH WATER, 3 METERS BACK FROM THE HIGH-WATER
 TR2103'LINE AND 2 METERS OUT FROM TREE LINE.  THERE ARE TWO 8-INCH
 TR2103'MADRONA TREES BACK OF THE STATION.
 TR2103
 TR2103                          STATION RECOVERY (1950)
 TR2103
 TR2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2103'THE STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 TR2103'CONDITION AS REMARKED BY L.C.W. IN 1940.
 TR2103'
 TR2103'STATION IS ON THE E SIDE OF DEER HARBOR ORCAS ISLAND, ABOUT 0.9
 TR2103'MILE N OF POLE PASS, ABOUT 0.5 MILE SE OF THE CANNERY, ON A ROCKY
 TR2103'ROUNDED POINT, ABOUT 4 FEET ABOVE HIGH WATER, 3 METERS E OF THE
 TR2103'END OF THE POINT, AND 2.4 METERS W OF TWIN 12-INCH MADRONA TREES.
 TR2103'
 TR2103'STATION MARK IS A BRONZE STATION DISK STAMPED DEER 1894 1940 SET
 TR2103'IN A DRILL HOLE IN THE ROCK LEDGE.
 TR2103'
 TR2103'THE REFERENCE MARK IS S OF THE STATION, ON THE S SIDE OF A SMALL
 TR2103'GRAVEL BEACH ABOUT 10 METERS WIDE.  IT IS A BRONZE REFERENCE DISK
 TR2103'STAMPED DEER 1894 1950 1 SET IN A DRILL HOLE IN THE LEDGE.
 TR2103'
 TR2103'THE DISTANCE TO THE REFERENCE MARK WAS VERIFIED.
 TR2103
 TR2103                          STATION RECOVERY (1954)
 TR2103
 TR2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2103'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 TR2103'DESCRIBED.  DISTANCE MEASURED TO REFERENCE MARK 1 IS 10.640 M.
 TR2103
 TR2103                          STATION RECOVERY (2001)
 TR2103
 TR2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2103'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2916 ***********************************************************************
 SY2916  DESIGNATION -  DEF
 SY2916  PID         -  SY2916
 SY2916  STATE/COUNTY-  WA/PIERCE
 SY2916  USGS QUAD   -  GIG HARBOR (1994)
 SY2916
 SY2916                         *CURRENT SURVEY CONTROL
 SY2916  ___________________________________________________________________
 SY2916* NAD 83(1991)-  47 19 00.13752(N)    122 31 58.72975(W)     ADJUSTED  
 SY2916* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY2916  ___________________________________________________________________
 SY2916  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 SY2916  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2916
 SY2916  HORZ ORDER  -  SECOND
 SY2916
 SY2916.The horizontal coordinates were established by classical geodetic methods
 SY2916.and adjusted by the National Geodetic Survey in December 1991..
 SY2916
 SY2916.The orthometric height was scaled from a topographic map.
 SY2916
 SY2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2916
 SY2916.The geoid height was determined by GEOID03.
 SY2916
 SY2916;                    North         East     Units Scale Factor Converg.
 SY2916;SPC WA S     -   222,441.975   346,313.269   MT  0.99999624   -1 28 36.3
 SY2916;SPC WA S     -   729,795.05  1,136,196.12   sFT  0.99999624   -1 28 36.3
 SY2916;SPC WA N     -    36,631.265   371,502.883   MT  1.00003923   -1 15 55.5
 SY2916;SPC WA N     -   120,181.08  1,218,839.04   sFT  1.00003923   -1 15 55.5
 SY2916;UTM  10      - 5,240,465.095   535,295.048   MT  0.99961531   +0 20 35.9
 SY2916
 SY2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2916!SPC WA S     -   1.00000244  x   0.99999624  =   0.99999868
 SY2916!SPC WA N     -   1.00000244  x   1.00003923  =   1.00004167
 SY2916!UTM  10      -   1.00000244  x   0.99961531  =   0.99961775
 SY2916
 SY2916:                Primary Azimuth Mark                     Grid Az
 SY2916:SPC WA S     -  DAL                                      030 59 57.5
 SY2916:SPC WA N     -  DAL                                      030 47 16.7
 SY2916:UTM  10      -  DAL                                      029 10 45.3
 SY2916
 SY2916|---------------------------------------------------------------------|
 SY2916| PID    Reference Object                     Distance      Geod. Az  |
 SY2916|                                                           dddmmss.s |
 SY2916| SY2914 DAL                                 APPROX. 2.2 KM 0293121.2 |
 SY2916| CE3521 DEF RM 1                             10.142 METERS 20912     |
 SY2916| CE3522 DEF RM 2                              3.890 METERS 30431     |
 SY2916|---------------------------------------------------------------------|
 SY2916
 SY2916                          SUPERSEDED SURVEY CONTROL
 SY2916
 SY2916  NAD 83(1986)-  47 19 00.13260(N)    122 31 58.74327(W) AD(       ) 2
 SY2916  NAD 27      -  47 19 00.78400(N)    122 31 54.28700(W) AD(       ) 2
 SY2916
 SY2916.Superseded values are not recommended for survey control.
 SY2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2916.See file dsdata.txt to determine how the superseded data were derived.
 SY2916
 SY2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3529540465(NAD 83)
 SY2916_MARKER: DS = TRIANGULATION STATION DISK
 SY2916_SETTING: 80 = SET IN A BOULDER
 SY2916_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY2916
 SY2916  HISTORY     - Date     Condition        Report By
 SY2916  HISTORY     - 1924     MONUMENTED       CGS
 SY2916  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SY2916  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY2916  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY2916
 SY2916                          STATION DESCRIPTION
 SY2916
 SY2916'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AMW)
 SY2916'STATION IS ON THE BEACH OF THE MAINLAND ON THE SIDE OF TACOMA,
 SY2916'WASHINGTON, FACING DALCO PASSAGE ABOUT 1/2 MILE E OF TIP OF POINT
 SY2916'DEFIANCE.  THE STATION MARK IS 8 INCHES OUT OF THE GROUND IT IS 15
 SY2916'METERS BELOW HIGH-WATER MARK AND 17 METERS FROM THE FOOT BLUFF.
 SY2916'THE STATION IS E OF A ROUNDING POINT AND ABOUT 75 METERS FROM THE
 SY2916'SAME.
 SY2916'
 SY2916'STATION MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE MONUMENT.
 SY2916'
 SY2916'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN A ROCK 4
 SY2916'INCHES OUT OF THE GROUND AND 1 METER BELOW HIGH-WATER MARK.
 SY2916'
 SY2916'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK IN A DRILL HOLE IN A
 SY2916'BOULDER AND IS 18 INCHES OUT OF THE GROUND AND 15 METERS BELOW
 SY2916'HIGH-WATER MARK.
 SY2916'
 SY2916'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY2916
 SY2916                          STATION RECOVERY (1935)
 SY2916
 SY2916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2916'RECOVERED AS DESCRIBED.
 SY2916'
 SY2916'LOCATED IN PUGET SOUND ON THE S SHORE OF DALCO PASSAGE ON THE BEACH
 SY2916'1/2 MILE E OF THE TIP OF POINT DEFIANCE, AND ABOUT 1-3/4 MILES NW
 SY2916'FROM THE TACOMA SMELTER CHIMNEY, WHICH IS VISIBLE FROM THE
 SY2916'STATION.  FROM STATION THE TACOMA YACHT CLUB IS ALSO VISIBLE, BUT
 SY2916'IT IS IMPOSSIBLE TO SEE INTO GIG HARBOR.  THE STATION
 SY2916'IS IN A BOULDER, 17 METERS INSIDE THE HIGH-WATER MARK,
 SY2916'PROJECTING 8 INCHES ABOVE THE GROUND.
 SY2916'
 SY2916'REFERENCE MARK NO.1 IS IN A BOULDER 1 METER INSIDE THE HIGH-WATER
 SY2916'MARK PROJECTING 4 INCHES ABOVE GROUND.
 SY2916'
 SY2916'REFERENCE MARK NO.2 IS IN A BOULDER, 15 METERS INSIDE THE
 SY2916'HIGH-WATER MARK PROJECTING 18 INCHES OUT OF THE GROUND.
 SY2916
 SY2916                          STATION RECOVERY (1952)
 SY2916
 SY2916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY2916'STATION WAS SEARCHED FOR AND FOUND CONCRETE MONUMENT BUT NO TABLET
 SY2916'IN IT.  MONUMENT WAS IN POOR CONDITION.
 SY2916'
 SY2916'THE REMAINS OF A DISK SHANK WAS FOUND IN A BOULDER AT THE
 SY2916'APPROXIMATE DISTANCE AND DIRECTION FROM THE CONCRETE MONUMENT FOR
 SY2916'REFERENCE MARK 1.
 SY2916'
 SY2916'NO TRACE OF REFERENCE MARK 2 WAS FOUND.
 SY2916
 SY2916                          STATION RECOVERY (1965)
 SY2916
 SY2916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY2916'THE CONCRETE POST WAS FOUND WITH NO DISK AND THE SHANK OF A DISK WAS
 SY2916'FOUND, PERHAPS HAD BEEN NO. 1, R.M.  STATION SHOULD BE OBLITERATED
 SY2916'ON TRIANGULATION DIAGRAM 6460.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2027 ***********************************************************************
 SA2027  DESIGNATION -  DEFEAT
 SA2027  PID         -  SA2027
 SA2027  STATE/COUNTY-  WA/FRANKLIN
 SA2027  USGS QUAD   -  HUMORIST (1992)
 SA2027
 SA2027                         *CURRENT SURVEY CONTROL
 SA2027  ___________________________________________________________________
 SA2027* NAD 83(1991)-  46 14 23.43089(N)    118 59 05.56370(W)     ADJUSTED  
 SA2027* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 SA2027  ___________________________________________________________________
 SA2027  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 SA2027  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA2027
 SA2027  HORZ ORDER  -  SECOND
 SA2027
 SA2027.The horizontal coordinates were established by classical geodetic methods
 SA2027.and adjusted by the National Geodetic Survey in December 1991..
 SA2027
 SA2027.The orthometric height was scaled from a topographic map.
 SA2027
 SA2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2027
 SA2027.The geoid height was determined by GEOID03.
 SA2027
 SA2027;                    North         East     Units Scale Factor Converg.
 SA2027;SPC WA S     -   101,880.214   616,843.091   MT  0.99993265   +1 06 02.1
 SA2027;SPC WA S     -   334,252.00  2,023,759.37   sFT  0.99993265   +1 06 02.1
 SA2027;UTM  11      - 5,122,610.909   346,972.945   MT  0.99988787   -1 26 01.8
 SA2027
 SA2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2027!SPC WA S     -   0.99998178  x   0.99993265  =   0.99991443
 SA2027!UTM  11      -   0.99998178  x   0.99988787  =   0.99986965
 SA2027
 SA2027:                Primary Azimuth Mark                     Grid Az
 SA2027:SPC WA S     -  MARTINDALE                               078 19 10.6
 SA2027:UTM  11      -  MARTINDALE                               080 51 14.5
 SA2027
 SA2027|---------------------------------------------------------------------|
 SA2027| PID    Reference Object                     Distance      Geod. Az  |
 SA2027|                                                           dddmmss.s |
 SA2027| SA2028 MARTINDALE                          APPROX. 2.0 KM 0792512.7 |
 SA2027|---------------------------------------------------------------------|
 SA2027
 SA2027                          SUPERSEDED SURVEY CONTROL
 SA2027
 SA2027  NAD 83(1991)-  46 14 23.43129(N)    118 59 05.56310(W) AD(       ) 2
 SA2027  NAD 83(1986)-  46 14 23.43853(N)    118 59 05.55559(W) AD(       ) 2
 SA2027  NAD 27      -  46 14 23.95400(N)    118 59 01.53700(W) AD(       ) 2
 SA2027
 SA2027.Superseded values are not recommended for survey control.
 SA2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2027.See file dsdata.txt to determine how the superseded data were derived.
 SA2027
 SA2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4697322611(NAD 83)
 SA2027_MARKER: Z = SEE DESCRIPTION
 SA2027_SETTING: 0 = UNSPECIFIED SETTING
 SA2027_STAMPING: DEFEAT 1948
 SA2027_MARK LOGO: USE   
 SA2027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2027
 SA2027  HISTORY     - Date     Condition        Report By
 SA2027  HISTORY     - 1948     MONUMENTED       USE
 SA2027  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SA2027  HISTORY     - 1974     SEE DESCRIPTION  USGS
 SA2027
 SA2027                          STATION DESCRIPTION
 SA2027
 SA2027'DESCRIBED BY US ENGINEERS 1948 (WRG)
 SA2027'STATION IS LOCATED ABOUT 4 MILES EAST FROM PASCO ON RIGHT BANK OF
 SA2027'SNAKE RIVER.
 SA2027'
 SA2027'TO REACH FROM 4TH AVE. AND LEWIS ST. PASCO WN.  GO EASTERLY ALONG
 SA2027'LEWIS ST. 3.9 MILES TO WEST END OF HWY. BRIDGE OVER SNAKE
 SA2027'RIVER.  TURN NORTH-EAST ALONG TRACK ROAD 2.3 MILES TO STATION
 SA2027'DEFEAT--
 SA2027'
 SA2027'ABOUT 1200 FT. SOUTH-EAST FROM POWER LINE.  ABOUT 600
 SA2027'FT. NORTH-WEST FROM SP AND S RR.  ON SHOULDER OF GRASSY HILL SLOPING
 SA2027'IN SOUTH-WESTERLY DIRECTION.  C. OF E. BRONZE DISK SET IN CONCRETE
 SA2027'MONUMENT 6 IN. ABOVE GROUND STAMPED DEFEAT 1948.
 SA2027
 SA2027                          STATION RECOVERY (1958)
 SA2027
 SA2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SA2027'RECOVERED IN GOOD CONDITION ON THE SOUTH SLOPE OF A GRASSY RIDGE
 SA2027'ABOUT 4 MILES EAST OF PASCO, ABOUT 700 FEET NORTH OF THE SNAKE
 SA2027'RIVER, ABOUT 600 FEET NORTH OF THE RAILROAD TRACKS, ABOUT 300 FEET
 SA2027'NORTH OF A DIRT ROAD, 4 FEET SOUTH OF A WITNESS POST.
 SA2027'
 SA2027'TO REACH FROM THE POST OFFICE IN PASCO (THIRD AVENUE AND LEWIS
 SA2027'STREET) GO EAST ON LEWIS STREET (U.S. HIGHWAY 395/410) FOR 2.9
 SA2027'MILES.  TURN LEFT ON DIRT ROAD, GO 2.8 MILES TO A ROAD FORK.  TAKE
 SA2027'THE LEFT FORK (UPHILL), GO 0.1 MILE ON DIM DIRT ROAD TO STATION ON
 SA2027'RIGHT.
 SA2027'
 SA2027'THE STATION MARK IS A CORPS OF ENGINEERS DISK STAMPED DEFEAT 1948,
 SA2027'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING 6
 SA2027'INCHES ABOVE THE GROUND.
 SA2027
 SA2027                          STATION RECOVERY (1974)
 SA2027
 SA2027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA2027'LOCATED AIRLINE ABOUT 5.0 MI. E. OF PASCO.  ABOUT 2.5 MI. NE OF
 SA2027'HWY. BRIDGE OVER SNAKE RIVER.  ABOUT 650 FT NW OF N. BANK OF SNAKE
 SA2027'RIVER.  ON A SMALL BENCH OF A N-S BEARING RIDGE.  TO REACH FROM
 SA2027'PASCO P.O. EAST ON E. LEWIS ST. 2.05 MI. TO JUNCTION OF U.S. HWYS
 SA2027'395 AND 12, CONTINUE NE ON PASCO-*KAHLOTUS ROAD 2.6 MI. TO RD
 SA2027'FORK AT BOTTOM OF DRAW, TURN RIGHT, S. 2.0 MI. CATTLEGUARD,
 SA2027'CONTINUE S. 0.15 MI. TO RD. FORK, TURN LEFT 0.5 MI.
 SA2027'TRANSMISSION LINE CROSSING, CONTINUE NE 0.55 MI TO DIM RD.
 SA2027'FORK, TURN LEFT, NE UP SMALL RIDGE 0.1 MI TO STATION.  SET IN
 SA2027'TOP OF CONCRETE POST PROJECTING 0.5 FT.  A STANDARD USCE
 SA2027'DISK STAMPED DEFEAT 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2954 ***********************************************************************
 SY2954  DESIGNATION -  DEFIANCE
 SY2954  PID         -  SY2954
 SY2954  STATE/COUNTY-  WA/PIERCE
 SY2954  USGS QUAD   -  GIG HARBOR (1994)
 SY2954
 SY2954                         *CURRENT SURVEY CONTROL
 SY2954  ___________________________________________________________________
 SY2954* NAD 83(1991)-  47 19 03.07313(N)    122 32 05.83140(W)     ADJUSTED  
 SY2954* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 SY2954  ___________________________________________________________________
 SY2954  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 SY2954  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2954
 SY2954  HORZ ORDER  -  THIRD
 SY2954
 SY2954.The horizontal coordinates were established by classical geodetic methods
 SY2954.and adjusted by the National Geodetic Survey in December 1991..
 SY2954
 SY2954.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2954
 SY2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2954
 SY2954.The geoid height was determined by GEOID03.
 SY2954
 SY2954;                    North         East     Units Scale Factor Converg.
 SY2954;SPC WA S     -   222,536.449   346,166.512   MT  0.99999642   -1 28 41.5
 SY2954;SPC WA S     -   730,105.00  1,135,714.63   sFT  0.99999642   -1 28 41.5
 SY2954;SPC WA N     -    36,725.201   371,355.773   MT  1.00003903   -1 16 00.8
 SY2954;SPC WA N     -   120,489.26  1,218,356.40   sFT  1.00003903   -1 16 00.8
 SY2954;UTM  10      - 5,240,554.826   535,145.422   MT  0.99961518   +0 20 30.7
 SY2954
 SY2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2954!SPC WA S     -   1.00000327  x   0.99999642  =   0.99999969
 SY2954!SPC WA N     -   1.00000327  x   1.00003903  =   1.00004230
 SY2954!UTM  10      -   1.00000327  x   0.99961518  =   0.99961845
 SY2954
 SY2954:                Primary Azimuth Mark                     Grid Az
 SY2954:SPC WA S     -  DASH 3                                   089 52 37.4
 SY2954:SPC WA N     -  DASH 3                                   089 39 56.7
 SY2954:UTM  10      -  DASH 3                                   088 03 25.2
 SY2954
 SY2954|---------------------------------------------------------------------|
 SY2954| PID    Reference Object                     Distance      Geod. Az  |
 SY2954|                                                           dddmmss.s |
 SY2954| SY2749 DASH 3                              APPROX. 8.0 KM 0882355.9 |
 SY2954| CE3523 DEFIANCE RM 1                        10.858 METERS 27050     |
 SY2954|---------------------------------------------------------------------|
 SY2954
 SY2954                          SUPERSEDED SURVEY CONTROL
 SY2954
 SY2954  NAD 83(1986)-  47 19 03.06856(N)    122 32 05.84506(W) AD(       ) 3
 SY2954  NAD 27      -  47 19 03.72358(N)    122 32 01.38972(W) AD(       ) 3
 SY2954  NGVD 29 (07/19/86)    0.7    (m)            2.     (f) VERT ANG       
 SY2954
 SY2954.Superseded values are not recommended for survey control.
 SY2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2954.See file dsdata.txt to determine how the superseded data were derived.
 SY2954
 SY2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3514540555(NAD 83)
 SY2954_MARKER: DS = TRIANGULATION STATION DISK
 SY2954_SETTING: 80 = SET IN A BOULDER
 SY2954_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY2954
 SY2954  HISTORY     - Date     Condition        Report By
 SY2954  HISTORY     - 1975     MONUMENTED       NOSPMC
 SY2954
 SY2954                          STATION DESCRIPTION
 SY2954
 SY2954'DESCRIBED BY PACIFIC MARINE CENTER 1975 (RBM)
 SY2954'THE STATION IS LOCATED ON THE SOUTH SHORE OF DALCO PASSAGE, ON THE
 SY2954'NORTH SHORE OF POINT DEFIANCE, ABOUT 0.6 MILE EAST OF THE
 SY2954'WESTERNMOST TIP OF THE POINT, ABOUT 1-1/2 MILES NORTHWEST OF THE
 SY2954'TOWN OF RUSTON, ON A SANDY BEACH, ABOUT 2 FEET BELOW MEAN
 SY2954'HIGHWATER.
 SY2954'
 SY2954'THE STATION IS AN N.O.S. DISK STAMPED DEFIANCE 1975 CEMENTED IN A
 SY2954'DRILL HOLE NEAR THE WEST END OF A 5 FOOT BY 2-1/2 FOOT BY 1-1/2 FOOT
 SY2954'HIGH BOULDER, 29 FEET NORTH OF THE BASE OF THE BLUFF.
 SY2954'
 SY2954'REFERENCE MARK 1 IS AN N.O.S. DISK STAMPED DEFIANCE RM 1 1975
 SY2954'CEMENTED IN THE TOP OF A 2-1/2 FOOT IN DIAMETER BOULDER 19 FEET NORTH
 SY2954'OF THE BASE OF THE BLUFF AND ON THE SANDY BEACH ABOUT ON THE MEAN
 SY2954'HIGH WATERLINE.
 SY2954'
 SY2954'THE STATION WAS REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1139 ***********************************************************************
 SB1139  DESIGNATION -  DEGE
 SB1139  PID         -  SB1139
 SB1139  STATE/COUNTY-  WA/PIERCE
 SB1139  USGS QUAD   -  WHITE RIVER PARK (1971)
 SB1139
 SB1139                         *CURRENT SURVEY CONTROL
 SB1139  ___________________________________________________________________
 SB1139* NAD 83(1991)-  46 55 06.73278(N)    121 36 38.40567(W)     ADJUSTED  
 SB1139* NAVD 88     -      2136.7    (meters)    7010.     (feet)  VERTCON   
 SB1139  ___________________________________________________________________
 SB1139  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 SB1139  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 SB1139
 SB1139  HORZ ORDER  -  THIRD
 SB1139
 SB1139.The horizontal coordinates were established by classical geodetic methods
 SB1139.and adjusted by the National Geodetic Survey in December 1991..
 SB1139
 SB1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1139
 SB1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1139
 SB1139.The geoid height was determined by GEOID03.
 SB1139
 SB1139;                    North         East     Units Scale Factor Converg.
 SB1139;SPC WA S     -   176,793.078   415,407.301   MT  0.99993151   -0 48 24.4
 SB1139;SPC WA S     -   580,028.62  1,362,882.12   sFT  0.99993151   -0 48 24.4
 SB1139;UTM  10      - 5,197,048.319   605,784.502   MT  0.99973754   +1 00 53.4
 SB1139
 SB1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1139!SPC WA S     -   0.99966816  x   0.99993151  =   0.99959969
 SB1139!UTM  10      -   0.99966816  x   0.99973754  =   0.99940579
 SB1139
 SB1139|---------------------------------------------------------------------|
 SB1139| PID    Reference Object                     Distance      Geod. Az  |
 SB1139|                                                           dddmmss.s |
 SB1139| CS4869 DEGE RM 1                             2.758 METERS 22344     |
 SB1139| SB1143 FREMONT LO                          APPROX. 5.2 KM 2885905.2 |
 SB1139|---------------------------------------------------------------------|
 SB1139
 SB1139                          SUPERSEDED SURVEY CONTROL
 SB1139
 SB1139  NAD 83(1986)-  46 55 06.74227(N)    121 36 38.41899(W) AD(       ) 3
 SB1139  NGVD 29 (11/26/90) 2135.5    (m)         7006.     (f) VERT ANG       
 SB1139
 SB1139.Superseded values are not recommended for survey control.
 SB1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1139.See file dsdata.txt to determine how the superseded data were derived.
 SB1139
 SB1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS0578597048(NAD 83)
 SB1139_MARKER: DS = TRIANGULATION STATION DISK
 SB1139_SETTING: 80 = SET IN A BOULDER
 SB1139_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SB1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1139+STABILITY: SURFACE MOTION
 SB1139
 SB1139  HISTORY     - Date     Condition        Report By
 SB1139  HISTORY     - 1971     MONUMENTED       USGS
 SB1139  HISTORY     - 20060902 POOR             GEOCAC
 SB1139
 SB1139                          STATION DESCRIPTION
 SB1139
 SB1139'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 SB1139'LOCATED ABOUT 1.5 MI E. OF SUNRISE LODGE.  ON DEGE PEAK.
 SB1139'
 SB1139'REACHED BY HELICOPTER.
 SB1139'
 SB1139'STATION MARK--STANDARD TABLET STAMPED---7016 VA---, CEMENTED IN TOP
 SB1139'OF BOULDER.
 SB1139'
 SB1139'RM 1--DRILL HOLE IN TOP OF BOULDER.
 SB1139
 SB1139                          STATION RECOVERY (2006)
 SB1139
 SB1139'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 SB1139'BENCHMARK IS SCARRED AND THE STAMPING IS BARELY READABLE.
 SB1139' 
 SB1139'TO REACH BY FOOT FROM THE SUNRISE VISITOR CENTER AT MOUNT RAINIER
 SB1139'NATIONAL PARK FOLLOW THE PAVED PATH ON THE RIGHT SIDE OF THE RESTROOMS
 SB1139'THAT LEADS TO THE NATURE TRAIL. AT THE TRAIL JUNCTION CONTINUE EAST
 SB1139'APPROX 1.3 MILE ALONG THE SOURDOUGH RIDGE TRAIL. FOLLOW THE TRAIL TO
 SB1139'THE DEGE PEAK SPUR AND CLIMB .3 MILES TO THE SUMMIT. DIRECTION SIGNS
 SB1139'ARE POSTED AT ALL JUNCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3180 ***********************************************************************
 SY3180  DESIGNATION -  DEL
 SY3180  PID         -  SY3180
 SY3180  STATE/COUNTY-  WA/PIERCE
 SY3180  USGS QUAD   -  LONGBRANCH (1994)
 SY3180
 SY3180                         *CURRENT SURVEY CONTROL
 SY3180  ___________________________________________________________________
 SY3180* NAD 83(1991)-  47 10 06.71582(N)    122 46 19.40717(W)     ADJUSTED  
 SY3180* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3180  ___________________________________________________________________
 SY3180  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 SY3180  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 SY3180
 SY3180  HORZ ORDER  -  SECOND
 SY3180
 SY3180.The horizontal coordinates were established by classical geodetic methods
 SY3180.and adjusted by the National Geodetic Survey in December 1991..
 SY3180
 SY3180.The orthometric height was scaled from a topographic map.
 SY3180
 SY3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3180
 SY3180.The geoid height was determined by GEOID03.
 SY3180
 SY3180;                    North         East     Units Scale Factor Converg.
 SY3180;SPC WA S     -   206,469.152   327,770.116   MT  0.99996647   -1 39 01.5
 SY3180;SPC WA S     -   677,390.88  1,075,359.12   sFT  0.99996647   -1 39 01.5
 SY3180;UTM  10      - 5,223,917.956   517,274.886   MT  0.99960367   +0 10 01.8
 SY3180
 SY3180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3180!SPC WA S     -   1.00000334  x   0.99996647  =   0.99996981
 SY3180!UTM  10      -   1.00000334  x   0.99960367  =   0.99960700
 SY3180
 SY3180|---------------------------------------------------------------------|
 SY3180| PID    Reference Object                     Distance      Geod. Az  |
 SY3180|                                                           dddmmss.s |
 SY3180| CE3524 DEL RM 1                             27.480 METERS 01409     |
 SY3180| CE3525 DEL RM 2                             25.240 METERS 09223     |
 SY3180| SY3188 QUA                                 APPROX. 5.4 KM 1731408.4 |
 SY3180|---------------------------------------------------------------------|
 SY3180
 SY3180                          SUPERSEDED SURVEY CONTROL
 SY3180
 SY3180  NAD 83(1986)-  47 10 06.71088(N)    122 46 19.41633(W) AD(       ) 2
 SY3180  NAD 27      -  47 10 07.35900(N)    122 46 14.95300(W) AD(       ) 2
 SY3180
 SY3180.Superseded values are not recommended for survey control.
 SY3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3180.See file dsdata.txt to determine how the superseded data were derived.
 SY3180
 SY3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1727523918(NAD 83)
 SY3180_MARKER: DS = TRIANGULATION STATION DISK
 SY3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3180
 SY3180  HISTORY     - Date     Condition        Report By
 SY3180  HISTORY     - 1924     MONUMENTED       CGS
 SY3180  HISTORY     - 1934     GOOD             CGS
 SY3180  HISTORY     - 1958     GOOD             CGS
 SY3180  HISTORY     - 1966     GOOD             CGS
 SY3180
 SY3180                          STATION DESCRIPTION
 SY3180
 SY3180'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3180'IS ON MAINLAND AT DEVILS HEAD AT THE ENTRANCE OF DRAYTON
 SY3180'PASSAGE.  THE POINT IS ALONG THE BEACH AND IS COVERED AT HIGH
 SY3180'TIDE.  IT IS ABOUT 75 FEET FROM THE BLUFF AT DEVILS HEAD AND IS DUE
 SY3180'S OF THE POINT FORMED BY DRAYTON PASSAGE AND NISQUALLY REACH.
 SY3180'
 SY3180'STATION MARK AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY3180'DISKS SET IN CONCRETE.
 SY3180'
 SY3180'THE REFERENCE MARKS ARE ON EITHER SIDE OF THE STATION AND PLACED
 SY3180'AT THE FOOT OF THE BLUFF LEADING TO THE BEACH.
 SY3180'
 SY3180'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3180
 SY3180                          STATION RECOVERY (1934)
 SY3180
 SY3180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY3180'FOUND AS DESCRIBED.  MARKS IN GOOD CONDITION.  THERE HAS BEEN A
 SY3180'RECENT SMALL SLIDE DIRECTLY BACK OF THE STATION.
 SY3180'
 SY3180'REFERENCE MARK NO.1, PROJECTING ABOUT 9 INCHES, IS 10 FEET FROM
 SY3180'THE FOOT OF THE BLUFF AND NEAR THE POINT WHERE THE BLUFF TURNS E
 SY3180'AT THE S SIDE OF THE RAVINE.
 SY3180'
 SY3180'REFERENCE MARK NO.2, PROJECTING ABOUT 10 INCHES, IS ABOUT 15 FEET
 SY3180'FROM THE FOOT OF THE BLUFF.  IT LEANS SLIGHTLY INSHORE.  BLUFF
 SY3180'RISES STEEPLY BEHIND STATION AND IS WELL COVERED WITH
 SY3180'VEGETATION.  THERE IS A MARSHY FLAT AND A PROMINENT RAVINE
 SY3180'DIRECTLY N OF THE STATION.  THE CENTER MARK IS FLUSH WITH THE
 SY3180'SURFACE AND ABOUT 60 FEET OUTSIDE THE HIGH-WATER LINE.
 SY3180
 SY3180                          STATION RECOVERY (1958)
 SY3180
 SY3180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CMB)
 SY3180'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION
 SY3180'
 SY3180'RMS NOT FOUND BUT MAY BE COVERED BY DRIFTWOOD.
 SY3180
 SY3180                          STATION RECOVERY (1966)
 SY3180
 SY3180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3180'THE STATION MARK WAS RECOVERED, TILTED ABOUT 30 DEGREES TO THE
 SY3180'SOUTHWEST, ABOUT 40 YARDS SOUTH-SOUTHWEST OF THE TOE OF THE BLUFF
 SY3180'AT THE SOUTH END OF A LAGOON AND 27 YARDS SOUTHWEST OF THE HIGH
 SY3180'WATER LINE AT THE BOTTOM OF A BANK.
 SY3180'
 SY3180'THE REFERENCE MARKS WERE NOT FOUND, BUT POSSIBLY THEY COULD BE
 SY3180'COVERED OVER, SINCE I DID NOT HAVE THE DISTANCES TO THEM WITH ME
 SY3180'WHEN THE STATION WAS VISITED.
 SY3180'
 SY3180'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN LONG
 SY3180'BRANCH, GO SOUTH ON THE WHITE-WILLIAMS ROAD FOR 1.55 MILE TO A
 SY3180'CROSSROAD, CONTINUE STRAIGHT AHEAD, SOUTH FOR 1.15 MILES TO A DIM
 SY3180'CROSSROAD, TURN RIGHT ON SWANSONS ROAD AND GO 0.7 MILE TO A Y,
 SY3180'KEEP THE LEFT FORK 0.05 MILE TO THE END OF THE ROAD.  WALK
 SY3180'SOUTHERLY ON A TRAIL ALONG THE BLUFF ABOUT 100 YARDS TO TWO OLD
 SY3180'CABINS ON THE BEACH.  THERE IS A SAND BAR HERE WHICH FORMS A
 SY3180'LAGOON IN FRONT OF THE CABINS.  THE LAGOON DRAINS DRY AT LOW
 SY3180'TIDE.  CROSS THE LAGOON TO THE SAND BAR AND GO SOUTH ALONG THE
 SY3180'BEACH FOR ABOUT 200 YARDS TO THE BLUFF AT THE SOUTH END OF THE
 SY3180'LAGOON AND THE STATION MARK ABOUT 40 YARDS SOUTH-SOUTHWEST OF
 SY3180'THE TOE OF THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1231 ***********************************************************************
 SX1231  DESIGNATION -  DEL COMPO PEAK
 SX1231  PID         -  SX1231
 SX1231  STATE/COUNTY-  WA/SNOHOMISH
 SX1231  USGS QUAD   -  MONTE CRISTO (1982)
 SX1231
 SX1231                         *CURRENT SURVEY CONTROL
 SX1231  ___________________________________________________________________
 SX1231* NAD 83(1991)-  47 59 26.52305(N)    121 28 13.72014(W)     ADJUSTED  
 SX1231* NAVD 88     -                                                        
 SX1231  ___________________________________________________________________
 SX1231  LAPLACE CORR-          11.46  (seconds)                    DEFLEC99
 SX1231  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 SX1231
 SX1231  HORZ ORDER  -  THIRD
 SX1231
 SX1231.The horizontal coordinates were established by classical geodetic methods
 SX1231.and adjusted by the National Geodetic Survey in December 1991..
 SX1231
 SX1231
 SX1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1231
 SX1231.The geoid height was determined by GEOID03.
 SX1231
 SX1231;                    North         East     Units Scale Factor Converg.
 SX1231;SPC WA N     -   110,344.910   452,447.496   MT  0.99994471   -0 28 27.7
 SX1231;SPC WA N     -   362,023.26  1,484,404.83   sFT  0.99994471   -0 28 27.7
 SX1231;UTM  10      - 5,316,398.551   614,114.584   MT  0.99976001   +1 08 11.8
 SX1231
 SX1231                          SUPERSEDED SURVEY CONTROL
 SX1231
 SX1231  NAD 83(1986)-  47 59 26.52238(N)    121 28 13.72543(W) AD(       ) 4
 SX1231  NAD 27      -  47 59 27.14300(N)    121 28 09.33100(W) AD(       ) 3
 SX1231
 SX1231.Superseded values are not recommended for survey control.
 SX1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1231.See file dsdata.txt to determine how the superseded data were derived.
 SX1231
 SX1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFU1411516399(NAD 83)
 SX1231
 SX1231  HISTORY     - Date     Condition        Report By
 SX1231  HISTORY     - 1950     MONUMENTED       CGS
 SX1231
 SX1231                          STATION DESCRIPTION
 SX1231
 SX1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SX1231'THE STATION IS THE HIGHEST POINT OF DEL COMPO PEAK, A HIGH,
 SX1231'BARREN, AND FLAT-TOPPED MOUNTAIN THAT HAS A SHARP POINT PROTRUDING
 SX1231'FROM ITS CENTER.  IT IS ABOUT 33 MILES AIRLINE SOUTHEAST OF
 SX1231'ARLINGTON, ABOUT 20 MILES AIRLINE NORTH-NORTHWEST OF SKYKOMISH,
 SX1231'ABOUT 19-1/2 MILES AIRLINE SOUTH-SOUTHEAST OF DARRINGTON, AND
 SX1231'ABOUT 6 MILES AIRLINE SOUTH-SOUTHEAST OF THE BIG FOUR INN.  THE
 SX1231'OBJECT INTERSECTED WAS THE HIGHEST POINT ON THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1139 ***********************************************************************
 TP1139  DESIGNATION -  DEL RIO
 TP1139  PID         -  TP1139
 TP1139  STATE/COUNTY-  WA/DOUGLAS
 TP1139  USGS QUAD   -  TREFRY CANYON (1980)
 TP1139
 TP1139                         *CURRENT SURVEY CONTROL
 TP1139  ___________________________________________________________________
 TP1139* NAD 83(1991)-  48 03 59.47958(N)    119 15 22.54488(W)     ADJUSTED  
 TP1139* NAVD 88     -       775.2    (meters)    2543.     (feet)  VERTCON   
 TP1139  ___________________________________________________________________
 TP1139  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 TP1139  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 TP1139
 TP1139  HORZ ORDER  -  FIRST
 TP1139
 TP1139.The horizontal coordinates were established by classical geodetic methods
 TP1139.and adjusted by the National Geodetic Survey in December 1991..
 TP1139
 TP1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1139
 TP1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1139
 TP1139.The geoid height was determined by GEOID03.
 TP1139
 TP1139;                    North         East     Units Scale Factor Converg.
 TP1139;SPC WA N     -   119,782.457   617,523.126   MT  0.99994265   +1 10 27.0
 TP1139;SPC WA N     -   392,986.28  2,025,990.46   sFT  0.99994265   +1 10 27.0
 TP1139;UTM  11      - 5,326,156.570   331,914.045   MT  0.99994716   -1 40 43.9
 TP1139
 TP1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1139!SPC WA N     -   0.99988154  x   0.99994265  =   0.99982420
 TP1139!UTM  11      -   0.99988154  x   0.99994716  =   0.99982871
 TP1139
 TP1139:                Primary Azimuth Mark                     Grid Az
 TP1139:SPC WA N     -  DEL RIO AZ MK                            003 15 32.1
 TP1139:UTM  11      -  DEL RIO AZ MK                            006 06 43.0
 TP1139
 TP1139|---------------------------------------------------------------------|
 TP1139| PID    Reference Object                     Distance      Geod. Az  |
 TP1139|                                                           dddmmss.s |
 TP1139| CF1327 DEL RIO AZ MK                                      0042559.1 |
 TP1139| CF1328 DEL RIO RM 1                         13.446 METERS 09511     |
 TP1139| CF1329 DEL RIO RM 2                         11.381 METERS 35246     |
 TP1139|---------------------------------------------------------------------|
 TP1139
 TP1139                          SUPERSEDED SURVEY CONTROL
 TP1139
 TP1139  NAD 83(1986)-  48 03 59.48940(N)    119 15 22.53957(W) AD(       ) 1
 TP1139  NAD 27      -  48 03 59.94200(N)    119 15 18.42400(W) AD(       ) 1
 TP1139  NGVD 29 (07/19/86)  774.0    (m)         2539.     (f) VERT ANG       
 TP1139
 TP1139.Superseded values are not recommended for survey control.
 TP1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1139.See file dsdata.txt to determine how the superseded data were derived.
 TP1139
 TP1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP3191426157(NAD 83)
 TP1139_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1139
 TP1139  HISTORY     - Date     Condition        Report By
 TP1139  HISTORY     - 1936     MONUMENTED       CGS
 TP1139  HISTORY     - 1963     SEE DESCRIPTION  BPA
 TP1139  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TP1139  HISTORY     - 1968     GOOD             USGS
 TP1139
 TP1139                          STATION DESCRIPTION
 TP1139
 TP1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 TP1139'STATION IS ALONG A COUNTY ROAD RIGHT-OF-WAY, ABOUT 3-1/2 MILES DUE
 TP1139'N OF DEL RIO POST OFFICE IN THE SETTLEMENT OF DEL RIO, AND ABOUT
 TP1139'17 MILES NNW OF GRAND COULEE, IN THE SE SECTION 26, T 30 N, R 28 E.
 TP1139'
 TP1139'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 TP1139'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 TP1139'
 TP1139'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE ON
 TP1139'A LARGE PILLAR-LIKE ROCK.
 TP1139'
 TP1139'TO REACH THE STATION FROM THE SETTLEMENT OF GRAND COULEE, TAKE THE
 TP1139'OILED ROAD LEADING FROM THE HIGHWAY AND RAILROAD CROSSING N OF THE
 TP1139'CONTINENTAL HOTEL FOLLOWING IT AND DIVISION STREET N, OUT OF TOWN
 TP1139'FOR 1.7 MILES AND PAST THE DOUGLAS COUNTY SIGN.  CONTINUE 1.1
 TP1139'MILES AND TAKE LEFT FORK, FOLLOWING BREWSTER AND LAKE CHELAN
 TP1139'ARROWS.  THENCE 3.0 MILES AND TURN LEFT (W) AT T-ROAD
 TP1139'JUNCTION.  THENCE 1.1 MILES AND KEEP MAIN ROAD W AT RIGHT
 TP1139'FORK.  KEEP W FOR 9.1 MILES TO DEL RIO POST OFFICE.  TURN
 TP1139'RIGHT HERE (N) AND FOLLOW SECTION LINE ROAD (WITH SOME CURVES
 TP1139'TO MISS HILLS) STRAIGHT N FOR 4.2 MILES, AND KEEP N, WHERE
 TP1139'TELEPHONE LINE TURNS W ON DIM SECTION LINE ROAD FOR 0.2 MILE TO
 TP1139'TOP OF GRADE AND STATION.
 TP1139
 TP1139                          STATION RECOVERY (1963)
 TP1139
 TP1139'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1963
 TP1139'TO REACH FROM THE HIGHWAY INTERSECTION IN SOUTH GRAND COULEE GO
 TP1139'WESTERLY ON HIGHWAY 10-B FOR 23.4 MILES TO A SIDE ROAD
 TP1139'RIGHT.  (SIGN DEL RIO ETC.) TURN RIGHT N. AND GO 5.8 MILES.  TURN
 TP1139'LEFT W. AND GO 2.0 MILES TO A CROSS ROAD.  TURN RIGHT N. AND GO
 TP1139'0.4 MILES (PASSING RANCH BUILDINGS) TO A GATE, PASS THROUGH GATE
 TP1139'AND CONTINUE NORTH ALONG SECTION LINE FENCE 0.9 MILE TO THE
 TP1139'STATION ON THE LEFT WEST SIDE OF TRACK ROAD.
 TP1139
 TP1139                          STATION RECOVERY (1966)
 TP1139
 TP1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 TP1139'THE STATION IS ABOUT 14 MILES NORTHWEST OF GRAND COULEE, 11-1/2
 TP1139'MILES NORTHEAST OF LEAHY JUNCTION, AND ON THE EAST SIDE OF SECTION
 TP1139'26, T 30N, R 28E.
 TP1139'
 TP1139'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 155 AND 174 IN GRAND
 TP1139'COULEE, GO NORTH AND WEST ON STATE HIGHWAY 174 FOR 17.0 MILES,
 TP1139'(4.8 MILES EAST OF LEAHY JUNCTION, (STATE HIGHWAYS 174 AND 17),
 TP1139'TO A CROSSROAD, TURN RIGHT AND GO NORTH 4.3 MILES, TURN RIGHT AND
 TP1139'GO EAST 2.0 MILES, TURN LEFT AND GO NORTH 3.1 MILES TO A
 TP1139'CROSSROAD, CONTINUE NORTH ALONG SECTION LINE FOR 1.2 MILES TO A
 TP1139'2-FOOT DIAMETER ROCK WHICH PROJECTS 18 INCHES, 1 FOOT WEST
 TP1139'OF THE SECTION-LINE FENCE, AT THE HIGHEST POINT ALONG THE
 TP1139'FENCE.  THERE IS A 4-INCH ARROW CARVED ON THIS ROCK AND THE
 TP1139'STATION MARK IS 82.8 FEET NORTHWEST FROM THE TIP OF THE ARROW,
 TP1139'IN THE DIRECTION THE ARROW POINTS.
 TP1139'
 TP1139'THE STATION MARK, STAMPED DEL RIO 1936, IS A STANDARD DISK SET IN
 TP1139'A SQUARE CONCRETE POST 2 INCHES BELOW GROUND.  IT IS 156 FEET
 TP1139'SOUTH-SOUTHEAST OF A FENCE CORNER AND 45 FEET WEST OF THE SECTION
 TP1139'LINE FENCE.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE
 TP1139'MARK.
 TP1139'
 TP1139'REFERENCE MARK NO. 1, STAMPED DEL RIO NO 1 1936, IS A STANDARD
 TP1139'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS
 TP1139'153 FEET SOUTH OF THE T-FENCE CORNER, 66.5 FEET NORTH OF THE ARROW
 TP1139'ON THE BOULDER, AND 1.5 FEET WEST OF THE SECTION LINE FENCE.
 TP1139'
 TP1139'REFERENCE MARK NO. 2, STAMPED DEL RIO NO 2 1936, IS A STANDARD
 TP1139'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 TP1139'123 FEET SOUTH-SOUTHEAST OF THE T-FENCE CORNER, 117.7 FEET
 TP1139'NORTHWEST OF THE ARROW ON THE BOULDER, 63.6 FEET WEST-NORTHWEST OF
 TP1139'REFERENCE MARK NO. 1 AND 49 FEET WEST OF THE FENCE.
 TP1139'
 TP1139'THE AZIMUTH MARK, STAMPED DEL RIO 1936, IS A STANDARD DISK SET IN
 TP1139'A 30-FOOT HIGH PILLAR-TYPE ROCK, 30 FEET EAST OF THE SECTION LINE
 TP1139'FENCE, 10 FEET SOUTH OF THE NORTH EDGE OF THE ROCK AND 7 FEET EAST
 TP1139'OF THE WEST EDGE OF THE ROCK.
 TP1139'
 TP1139'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ALONG
 TP1139'THE SECTION LINE FENCE FOR 0.25 MILE TO THE LARGE ROCK ON THE
 TP1139'NORTHERN SLOPE OF THE HILL.
 TP1139
 TP1139                          STATION RECOVERY (1968)
 TP1139
 TP1139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TP1139'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 TP1139'
 TP1139'NEW TO REACH FOLLOWS--TO REACH FROM LEAHY JUNCTION (JCT. OF
 TP1139'HWYS. 17 AND 174), DRIVE E. ALONG HWY. 174 ABOUT 4.5 MI TO RD.
 TP1139'JCT.  TURN LEFT (N.) 4.2 MI TO RD. INTERSECTION AT DEL RIO GRANGE
 TP1139'HALL.  TAKE RIGHT FORK E. 2 MI TO RD. INTERSECTION.  TAKE LEFT FORK
 TP1139'N. ABOUT 4.3 MI TO STATION ON LEFT AT EDGE OF FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0473 ***********************************************************************
 TQ0473  DESIGNATION -  DELANCY ET
 TQ0473  PID         -  TQ0473
 TQ0473  STATE/COUNTY-  WA/OKANOGAN
 TQ0473  USGS QUAD   -  WASHINGTON PASS (1963)
 TQ0473
 TQ0473                         *CURRENT SURVEY CONTROL
 TQ0473  ___________________________________________________________________
 TQ0473* NAD 83(1991)-  48 36 27.57137(N)    120 37 36.19112(W)     ADJUSTED  
 TQ0473* NAVD 88     -      2213.0    (meters)    7260.     (feet)  VERTCON   
 TQ0473  ___________________________________________________________________
 TQ0473  LAPLACE CORR-          -8.06  (seconds)                    DEFLEC99
 TQ0473  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 TQ0473
 TQ0473  HORZ ORDER  -  SECOND
 TQ0473
 TQ0473.The horizontal coordinates were established by classical geodetic methods
 TQ0473.and adjusted by the National Geodetic Survey in December 1991..
 TQ0473
 TQ0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0473
 TQ0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0473
 TQ0473.The geoid height was determined by GEOID03.
 TQ0473
 TQ0473;                    North         East     Units Scale Factor Converg.
 TQ0473;SPC WA N     -   178,768.557   515,236.333   MT  0.99997879   +0 09 13.8
 TQ0473;SPC WA N     -   586,509.84  1,690,404.54   sFT  0.99997879   +0 09 13.8
 TQ0473;UTM  10      - 5,386,561.379   674,940.811   MT  0.99997601   +1 46 51.2
 TQ0473
 TQ0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0473!SPC WA N     -   0.99965594  x   0.99997879  =   0.99963474
 TQ0473!UTM  10      -   0.99965594  x   0.99997601  =   0.99963196
 TQ0473
 TQ0473|---------------------------------------------------------------------|
 TQ0473| PID    Reference Object                     Distance      Geod. Az  |
 TQ0473|                                                           dddmmss.s |
 TQ0473| CF1330 DELANCY ET RM 1                                    10828     |
 TQ0473| CF1331 DELANCY ET RM 2                                    21416     |
 TQ0473|---------------------------------------------------------------------|
 TQ0473
 TQ0473                          SUPERSEDED SURVEY CONTROL
 TQ0473
 TQ0473  NAD 83(1986)-  48 36 27.57295(N)    120 37 36.18624(W) AD(       ) 2
 TQ0473  NAD 27      -  48 36 28.07825(N)    120 37 31.81039(W) AD(       ) 2
 TQ0473  NGVD 29 (07/19/86) 2211.6    (m)         7256.     (f) VERT ANG       
 TQ0473
 TQ0473.Superseded values are not recommended for survey control.
 TQ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0473.See file dsdata.txt to determine how the superseded data were derived.
 TQ0473
 TQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU7494186561(NAD 83)
 TQ0473_MARKER: DD = SURVEY DISK
 TQ0473_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0473_SP_SET: PARTIALLY EXPOSED BEDROCK
 TQ0473
 TQ0473  HISTORY     - Date     Condition        Report By
 TQ0473  HISTORY     - 1962     MONUMENTED       USGS
 TQ0473
 TQ0473                          STATION DESCRIPTION
 TQ0473
 TQ0473'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (DJW)
 TQ0473'LOCATED 22 MI. (AIRLINE) NW. OF WINTHROP, 1 MI. N. OF EARLY WINTERS
 TQ0473'CREEK.  ABOUT 10 MI. W. OF MAZAMA.  4 MI. E. OF TOWER MOUNTAIN.  ON
 TQ0473'A PROMINENT TOP ON DELANCY RIDGE.
 TQ0473'
 TQ0473'REACHED BY HELICOPTER.
 TQ0473'
 TQ0473'THE STATION CAN BE REACHED FROM THE END OF THE RD. (WASHINGTON STATE
 TQ0473'HIGHWAY 16) AT EARLY WINTERS GUARD STATION.  TAKE THE EARLY WINTERS
 TQ0473'CREEK TRAIL WESTERLY ABOUT 8 MI. TO LARGE DRAIN FROM NW.  PACK NW.
 TQ0473'ALONG DRAIN TO TIP OF RIDGE AND DEEP SADDLE SEPARATING ROCKY CRAGS
 TQ0473'TO W. AND ROUNDED TOPS TO NE.  FOLLOW STEEP RIDGE NE. ABOUT 0.25 MI.
 TQ0473'TO TOP AND STATION.
 TQ0473'
 TQ0473'STATION MARK--STANDARD TABLET STAMPED DELANCY ET 1962 CEMENTED IN
 TQ0473'BEDROCK ON HIGHEST POINT OF TOP.
 TQ0473'
 TQ0473'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED NO 1 CEMENTED IN
 TQ0473'BOULDER IN PLACE, 6.7 FT. LOWER THAN STATION MARK.
 TQ0473'
 TQ0473'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED NO 2 CEMENTED IN
 TQ0473'BEDROCK, 2.5 FT. LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2727 ***********************************************************************
 TR2727  DESIGNATION -  DELLA 2
 TR2727  PID         -  TR2727
 TR2727  STATE/COUNTY-  WA/SKAGIT
 TR2727  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR2727
 TR2727                         *CURRENT SURVEY CONTROL
 TR2727  ___________________________________________________________________
 TR2727* NAD 83(1986)-  48 27 16.     (N)    122 30 38.     (W)     SCALED    
 TR2727* NAVD 88     -         2.13   (meters)       7.0    (feet)  RESET     
 TR2727  ___________________________________________________________________
 TR2727  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 TR2727
 TR2727  VERT ORDER  -  THIRD
 TR2727
 TR2727.The horizontal coordinates were scaled from a topographic map and have
 TR2727.an estimated accuracy of +/- 6 seconds.
 TR2727
 TR2727.The orthometric height was computed from unverified reset data.
 TR2727.No vertical observational check was made to the station.
 TR2727
 TR2727.The geoid height was determined by GEOID03.
 TR2727
 TR2727;                    North         East    Units  Estimated Accuracy
 TR2727;SPC WA N     -   163,060.      375,960.      MT  (+/- 180 meters Scaled)
 TR2727
 TR2727                          SUPERSEDED SURVEY CONTROL
 TR2727
 TR2727  NGVD 29 (12/17/02)    0.98   (m)            3.2    (f) RESET       3  
 TR2727
 TR2727.Superseded values are not recommended for survey control.
 TR2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2727.See file dsdata.txt to determine how the superseded data were derived.
 TR2727
 TR2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU361669(NAD 83)
 TR2727_MARKER: DS = TRIANGULATION STATION DISK
 TR2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2727_SP_SET: CONCRETE POST
 TR2727_STAMPING: DELLA 2 1982
 TR2727_MARK LOGO: NGS   
 TR2727_PROJECTION: FLUSH
 TR2727_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2727+STABILITY: SURFACE MOTION
 TR2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2727+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1982
 TR2727
 TR2727  HISTORY     - Date     Condition        Report By
 TR2727  HISTORY     - 1982     MONUMENTED       NGS
 TR2727  HISTORY     - 19820402 GOOD             NGS
 TR2727  HISTORY     - 1985     GOOD             WADNR
 TR2727
 TR2727                          STATION DESCRIPTION
 TR2727
 TR2727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TR2727'13.2 KM (8.20 MI) EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE IN
 TR2727'ANACORTES TO THE MARK NEAR THE EAST END OF THE BRIDGE OVER THE
 TR2727'SWINOMISH SLOUGH AND THE MARK ON THE LEFT NEAR THE NORTH RIGHT OF WAY
 TR2727'OF THE OLD ROADWAY, 38.4 M (126.0 FT) WEST OF POWER POLE SW-MP 16-11,
 TR2727'4 M (13.1 FT) NORTH OF THE CENTER OF THE OLD ROAD BED, 11.401 M
 TR2727'(37.405 FT) NORTH OF DELLA RM 1 AND 21.735 M (71.309 FT) WEST OF
 TR2727'DELLA 2 RM 3.
 TR2727
 TR2727                          STATION RECOVERY (1982)
 TR2727
 TR2727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 TR2727'DELLA 1939 WAS RECOVERED BUT A CHECK OF THE DISTANCE AND DIRECTION TO
 TR2727'THE REFERENCE MARK AND THE ELEVATION OF THE MARK SHOWED THAT IT HAD
 TR2727'BEEN MOVED OUT OF POSITION BY THE CONSTRUCTION OF A NEW PIPE LINE.
 TR2727'THE MONUMENT WAS REMOVED FROM THE GROUND BUT THE UNDERGROUND MARK WAS
 TR2727'NOT FOUND.  THE OLD MONUMENT WAS AGAIN REPLANTED AND RESTAMPED, DELLA
 TR2727'2 1982. THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) WEST OF
 TR2727'BURLINGTON, 9.7 KM (6.00 MI) EAST-SOUTHEAST OF ANACORTES, 8.0 KM (4.95
 TR2727'MI) NORTH-NORTHWEST OF LA CONNER AND ON THE RIGHT-OF-WAY FOR STATE
 TR2727'ROUTE 20. TO REACH FROM THE POST OFFICE IN LA CONNER, GO NORTH ON 1ST
 TR2727'STREET FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF MORRS STREET.
 TR2727'TURN RIGHT AND GO EAST ON MORRS STREET FOR 0.64 KM (0.40 MI) TO A
 TR2727'FORK.  TAKE THE LEFT FORK AND GO NORTH ON WHITNEY-LA CONNER ROAD FOR
 TR2727'6.76 KM (4.20 MI) TO THE JUNCTION OF STATE ROUTE 20 AT WHITNEY.  TURN
 TR2727'LEFT AND GO WEST ON STATE ROUTE 20 FOR 2.91 KM (1.80 MI) TO THE
 TR2727'STATION ON THE RIGHT ON THE NORTH SIDE OF THE OLD ALIGNMENT OF THE
 TR2727'HIGHWAY. THE MARK IS SET IN THE TOP OF A A SQUARE CONCRETE MONUMENT
 TR2727'THAT IS 0.30 M (0.98 FT) ON A SIDE AND IS FLUSH WITH THE GROUND
 TR2727'SURFACE.  IT IS 21.735 M (71.309 FT) WEST-NORTHWEST OF REFERENCE MARK
 TR2727'3, 11.401 M (37.405 FT) NORTH OF REFERENCE MARK 1, 38.4 M (126.0 FT)
 TR2727'WEST OF A POWER LINE POLE NUMBERED SW-MP 16-11, 4.0 M (13.1 FT) NORTH
 TR2727'OF THE CENTER OF THE OLD ALIGNMENT AND 0.6 M (2.0 FT) SOUTH OF A
 TR2727'WITNESS POST.
 TR2727
 TR2727                          STATION RECOVERY (1985)
 TR2727
 TR2727'RECOVERY NOTE BY WA DEPT OF NAT RES 1985 (EEO)
 TR2727'STA. AND R.M.S IN GOOD CONDITION.
 TR2727'
 TR2727'DESCRIPTION STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2728 ***********************************************************************
 TR2728  DESIGNATION -  DELLA 2 RM 3
 TR2728  PID         -  TR2728
 TR2728  STATE/COUNTY-  WA/SKAGIT
 TR2728  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR2728
 TR2728                         *CURRENT SURVEY CONTROL
 TR2728  ___________________________________________________________________
 TR2728* NAD 83(1986)-  48 27 16.     (N)    122 30 32.     (W)     SCALED    
 TR2728* NAVD 88     -         2.40   (meters)       7.9    (feet)  RESET     
 TR2728  ___________________________________________________________________
 TR2728  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 TR2728
 TR2728  VERT ORDER  -  THIRD
 TR2728
 TR2728.The horizontal coordinates were scaled from a topographic map and have
 TR2728.an estimated accuracy of +/- 6 seconds.
 TR2728
 TR2728.The orthometric height was computed from unverified reset data.
 TR2728.No vertical observational check was made to the station.
 TR2728
 TR2728.The geoid height was determined by GEOID03.
 TR2728
 TR2728;                    North         East    Units  Estimated Accuracy
 TR2728;SPC WA N     -   163,060.      376,080.      MT  (+/- 180 meters Scaled)
 TR2728
 TR2728                          SUPERSEDED SURVEY CONTROL
 TR2728
 TR2728  NGVD 29 (12/17/02)    1.24   (m)            4.1    (f) RESET       3  
 TR2728
 TR2728.Superseded values are not recommended for survey control.
 TR2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2728.See file dsdata.txt to determine how the superseded data were derived.
 TR2728
 TR2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU363669(NAD 83)
 TR2728_MARKER: DR = REFERENCE MARK DISK
 TR2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2728_SP_SET: CONCRETE POST
 TR2728_STAMPING: DELLA 2 NO 3 1982
 TR2728_MARK LOGO: NGS   
 TR2728_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2728+STABILITY: SURFACE MOTION
 TR2728
 TR2728  HISTORY     - Date     Condition        Report By
 TR2728  HISTORY     - 1982     MONUMENTED       NGS
 TR2728
 TR2728                          STATION DESCRIPTION
 TR2728
 TR2728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TR2728'13.2 KM (8.20 MI) EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE IN
 TR2728'ANACORTES TO THE EAST END OF THE BRIDGE OVER THE SWINOMISH SLOUGH AND
 TR2728'THE MARK ON THE LEFT NEAR THE NORTH RIGHT-OF-WAY OF THE OLD ROADWAY,
 TR2728'16 M (52.5 FT) WEST OF POWER POLE SW-MP 16-11, 2.6 M (8.5 FT) NORTH
 TR2728'OF THE CENTER OF THE OLD ROADWAY, 21.735 M (71.309 FT) EAST OF
 TR2728'STATION DELLA 2 1982, 21.52 M (70.60 FT) NORTHEAST OF DELLA RM 1
 TR2728'1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0240 ***********************************************************************
 TR0240  DESIGNATION -  DELLA RM 1
 TR0240  PID         -  TR0240
 TR0240  STATE/COUNTY-  WA/SKAGIT
 TR0240  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0240
 TR0240                         *CURRENT SURVEY CONTROL
 TR0240  ___________________________________________________________________
 TR0240* NAD 83(1986)-  48 27 16.     (N)    122 30 38.     (W)     SCALED    
 TR0240* NAVD 88     -         1.886  (meters)       6.19   (feet)  ADJUSTED  
 TR0240  ___________________________________________________________________
 TR0240  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 TR0240  DYNAMIC HT  -           1.886 (meters)       6.19  (feet)  COMP
 TR0240  MODELED GRAV-     980,894.4   (mgal)                       NAVD 88
 TR0240
 TR0240  VERT ORDER  -  FIRST     CLASS II
 TR0240
 TR0240.The horizontal coordinates were scaled from a topographic map and have
 TR0240.an estimated accuracy of +/- 6 seconds.
 TR0240
 TR0240.The orthometric height was determined by differential leveling
 TR0240.and adjusted by the National Geodetic Survey in June 1991..
 TR0240
 TR0240.The geoid height was determined by GEOID03.
 TR0240
 TR0240.The dynamic height is computed by dividing the NAVD 88
 TR0240.geopotential number by the normal gravity value computed on the
 TR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0240.degrees latitude (g = 980.6199 gals.).
 TR0240
 TR0240.The modeled gravity was interpolated from observed gravity values.
 TR0240
 TR0240;                    North         East    Units  Estimated Accuracy
 TR0240;SPC WA N     -   163,060.      375,960.      MT  (+/- 180 meters Scaled)
 TR0240
 TR0240                          SUPERSEDED SURVEY CONTROL
 TR0240
 TR0240  NGVD 29 (??/??/92)    0.732  (m)            2.40   (f) ADJ UNCH    1 2
 TR0240
 TR0240.Superseded values are not recommended for survey control.
 TR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0240.See file dsdata.txt to determine how the superseded data were derived.
 TR0240
 TR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU361669(NAD 83)
 TR0240_MARKER: DR = REFERENCE MARK DISK
 TR0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0240_STAMPING: DELLA NO 1 1939
 TR0240_MARK LOGO: CGS   
 TR0240_PROJECTION: FLUSH
 TR0240_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0240+STABILITY: SURFACE MOTION
 TR0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0240+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1982
 TR0240
 TR0240  HISTORY     - Date     Condition        Report By
 TR0240  HISTORY     - 1939     MONUMENTED       CGS
 TR0240  HISTORY     - 1952     GOOD             NGS
 TR0240  HISTORY     - 19820402 GOOD             NGS
 TR0240  HISTORY     - 1983     GOOD             USPSQD
 TR0240
 TR0240                          STATION DESCRIPTION
 TR0240
 TR0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0240'8.2 MI E FROM ANACORTES.
 TR0240'8.2 MILES EAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 TR0240'ANACORTES, 9.0 MILES WEST OF BURLINGTON, 0.2 MILE EAST OF THE
 TR0240'DRAWBRIDGE OVER SWINOMISH SLOUGH, 49 1/2 FEET WEST OF POWER LINE POLE
 TR0240'NO. BA 9-8, 46.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 TR0240'SOUTH OF THE CENTER LINE OF AN ASPHALT ROAD PARALLELING THE HIGHWAY,
 TR0240'2.1 FEET WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY,
 TR0240'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 TR0240'GROUND.
 TR0240
 TR0240                          STATION RECOVERY (1982)
 TR0240
 TR0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 TR0240'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) WEST OF BURLINGTON, 9.7
 TR0240'KM (6.00 MI) EAST-SOUTHEAST OF ANACORTES, 8.0 KM (4.95 MI)
 TR0240'NORTH-NORTHWEST OF LA CONNERAND ON THE RIGHT-OF-WAY FOR STATE ROUTE
 TR0240'20. TO REACH FROM THE POST OFFICE IN LA CONNER, GO NORTH ON 1ST STREET
 TR0240'FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF MORRS STREET.  TURN RIGHT
 TR0240'AND GO EAST ON MORRS STREET FOR 0.64 KM (0.40 MI) TO A FORK. TAKE THE
 TR0240'LEFT FORK AND GO NORTH ON WHITNEY-LA CONNER ROAD FOR 6.76 KM (4.20 MI)
 TR0240'TO THE JUNCTION OF STATE ROUTE 20 AT WHITNEY.  TURN LEFT AND GO WEST
 TR0240'ON STATE ROUTE 20 FOR 2.91 KM (1.80 MI) TO THE STATION ON THE RIGHT ON
 TR0240'THE NORTH SIDE OF THE OLD ALIGNMENT OF THE HIGHWAY. THE MARK IS SET IN
 TR0240'THE TOP OF A A SQUARE CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT) ON A
 TR0240'SIDE AND PROJECTS 0.10 M (0.33 FT) ABOVE THE GROUND SURFACE. IT IS
 TR0240'11.401 M (37.405 FT) SOUTH OF STATION DELLA 2, 37.2 M (122.0 FT) WEST
 TR0240'OF A POWER LINE POLE NUMBERED SW-MP 16-11, 6.7 M (22.0 FT) SOUTH OF
 TR0240'THE CENTER OF THE OLD ALIGNMENT, 0.6 M (2.0 FT) SOUTH OF A WITNESS
 TR0240'POST AND 0.6 M (2.0 FT) LOWER THAT THE STAION.
 TR0240
 TR0240                          STATION RECOVERY (1983)
 TR0240
 TR0240'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1582 ***********************************************************************
 SC1582  DESIGNATION -  DELM
 SC1582  PID         -  SC1582
 SC1582  STATE/COUNTY-  WA/THURSTON
 SC1582  USGS QUAD   -  CAPITOL PEAK (1993)
 SC1582
 SC1582                         *CURRENT SURVEY CONTROL
 SC1582  ___________________________________________________________________
 SC1582* NAD 83(1991)-  46 59 14.30114(N)    123 08 26.67688(W)     ADJUSTED  
 SC1582* NAVD 88     -       812.1    (meters)    2664.     (feet)  VERTCON   
 SC1582  ___________________________________________________________________
 SC1582  X           -  -2,383,196.425 (meters)                     COMP
 SC1582  Y           -  -3,650,139.501 (meters)                     COMP
 SC1582  Z           -   4,641,380.858 (meters)                     COMP
 SC1582  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 SC1582  ELLIP HEIGHT-         791.34  (meters)          (08/17/92) GPS OBS
 SC1582  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SC1582
 SC1582  HORZ ORDER  -  SECOND
 SC1582  ELLP ORDER  -  FOURTH    CLASS II
 SC1582
 SC1582.The horizontal coordinates were established by classical geodetic methods
 SC1582.and adjusted by the National Geodetic Survey in December 1991..
 SC1582
 SC1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1582
 SC1582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1582
 SC1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1582
 SC1582.The ellipsoidal height was determined by GPS observations
 SC1582.and is referenced to NAD 83.
 SC1582
 SC1582.The geoid height was determined by GEOID03.
 SC1582
 SC1582;                    North         East     Units Scale Factor Converg.
 SC1582;SPC WA S     -   187,204.386   299,157.781   MT  0.99993922   -1 55 05.6
 SC1582;SPC WA S     -   614,186.39    981,486.82   sFT  0.99993922   -1 55 05.6
 SC1582;UTM  10      - 5,203,763.071   489,297.355   MT  0.99960141   -0 06 10.5
 SC1582
 SC1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1582!SPC WA S     -   0.99987597  x   0.99993922  =   0.99981520
 SC1582!UTM  10      -   0.99987597  x   0.99960141  =   0.99947743
 SC1582
 SC1582:                Primary Azimuth Mark                     Grid Az
 SC1582:SPC WA S     -  DELM RM 5 AZIMUTH                        074 30 08.6
 SC1582:UTM  10      -  DELM RM 5 AZIMUTH                        072 41 13.5
 SC1582
 SC1582|---------------------------------------------------------------------|
 SC1582| PID    Reference Object                     Distance      Geod. Az  |
 SC1582|                                                           dddmmss.s |
 SC1582| CE3065 DELM RM 5 AZIMUTH                                  0723503.0 |
 SC1582| CE3061 DELM RM 1                             7.328 METERS 11427     |
 SC1582| SC1583 DELPHI AZ MK                        APPROX. 1.6 KM 1722223.5 |
 SC1582| CE3062 DELM RM 2                             9.241 METERS 22918     |
 SC1582| CE3063 DELM RM 3                             9.239 METERS 22940     |
 SC1582| CE3064 DELM RM 4                            11.504 METERS 35942     |
 SC1582|---------------------------------------------------------------------|
 SC1582
 SC1582                          SUPERSEDED SURVEY CONTROL
 SC1582
 SC1582  NAD 83(1986)-  46 59 14.29975(N)    123 08 26.68622(W) AD(       ) 2
 SC1582  NAD 27      -  46 59 14.95000(N)    123 08 22.15700(W) AD(       ) 2
 SC1582  NGVD 29 (07/19/86)  811.0    (m)         2661.     (f) VERT ANG       
 SC1582
 SC1582.Superseded values are not recommended for survey control.
 SC1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1582.See file dsdata.txt to determine how the superseded data were derived.
 SC1582
 SC1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT8929703763(NAD 83)
 SC1582_MARKER: DS = TRIANGULATION STATION DISK
 SC1582_SETTING: 0 = UNSPECIFIED SETTING
 SC1582
 SC1582  HISTORY     - Date     Condition        Report By
 SC1582  HISTORY     - 1954     MONUMENTED       CGS
 SC1582  HISTORY     - 1974     GOOD             NGS
 SC1582
 SC1582                          STATION DESCRIPTION
 SC1582
 SC1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SC1582'THE STATION IS ABOUT 11 MILES (AIRLINE) WEST SOUTHWEST OF OLYMPIA,
 SC1582'15 MILES (AIRLINE) SOUTH-SOUTHWEST OF SHELTON, AND 1 MILE (AIRLINE)
 SC1582'NORTH OF THE SUMMIT OF CAPITOL PEAK.  THE STATION IS ON THE
 SC1582'EASTERN END, AND THE HIGHEST PART OF THE RIDGE.
 SC1582'
 SC1582'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 410 AND
 SC1582'STATE ROUTE 9, WHICH IS ABOUT 1/2 MILE EAST OF ELMA, GO SOUTH ON
 SC1582'STATE ROUTE 9 FOR 10.4 MILES TO A SIDE ROAD LEFT, JUST BEFORE
 SC1582'REACHING CEDAR CREEK BRIDGE.  TURN LEFT, GO 1.4 MILES TO A ROAD
 SC1582'FORK, LOCKED GATE, AND CABIN.  KEEP STRAIGHT AHEAD THROUGH LOCKED
 SC1582'GATE, (STATE FOREST LOCK), GO 6.9 MILES TO A FORK AT CABIN AND
 SC1582'SIGNS NORTH CREEK, AND CAPITOL PEAK.  KEEP RIGHT ON CAPITOL PEAK
 SC1582'ROAD, GO 4.2 MILES TO A FORK.  TAKE LEFT FORK, UP HILL, GO 3.75
 SC1582'MILES TO A CROSSROAD.  TURN RIGHT, PASS ROAD TO LOOKOUT, THEN
 SC1582'TAKE ROAD RIGHT AROUND HILL AND GO 0.85 MILE TO A FORK.
 SC1582'TAKE LEFT FORK, GO 0.65 MILE TO A FORK.  TAKE RIGHT FORK, UP HILL,
 SC1582'GO 1.0 MILE TO A POINT NORTHWEST OF STATION AND END OF TRUCK
 SC1582'TRAVEL.  PACK EAST TO TOP OF RIDGE, THENCE LEFT ALONG TOP OF
 SC1582'RIDGE TO HIGHEST POINT AND THE STATION.
 SC1582'
 SC1582'STATION MARKS, ARE STANDARD DISK, STAMPED DELM 1954.  THE SURFACE
 SC1582'STATION MARK IS BRAZED IN TOP OF A 3-INCH SOIL PIPE.  THE PIPE
 SC1582'PROJECTS 8 INCHES.  THE UNDERGROUND STATION MARK IS SET IN AN
 SC1582'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW GROUND.
 SC1582'
 SC1582'REFERENCE MARK 1, A STANDARD DISK BRAZED IN TOP OF A 3-INCH SOIL
 SC1582'PIPE, AND STAMPED DELM NO 1 1954, IS ABOUT THE SAME ELEVATION AS
 SC1582'STATION, AND THE PIPE PROJECTS 8 INCHES.
 SC1582'
 SC1582'REFERENCE MARK 2, A STANDARD DISK BRAZED IN TOP OF A 3-INCH SOIL
 SC1582'PIPE, AND STAMPED DELM NO 2 1954, IS ABOUT 1 FOOT LOWER THAN THE
 SC1582'STATION, AND THE PIPE PROJECTS 10 INCHES FROM GROUND.
 SC1582'
 SC1582'NOTE--A 6 FT. STAND WAS USED.  ABOUT A 30 MINUTE PACK.
 SC1582
 SC1582                          STATION RECOVERY (1974)
 SC1582
 SC1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SC1582'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 SC1582'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND LOOSE AND TILTED, THE
 SC1582'PIPE WITH THE DISK WAS RESET AND STAMPED NO 3.  AN ADDITIONAL
 SC1582'REFERENCE MARK, NO. 4, AND AN AZIMUTH MARK NO. 5, WERE
 SC1582'ESTABLISHED.
 SC1582'
 SC1582'THE STATION IS ABOUT 15 MILES SOUTH-SOUTHWEST OF SHELTON, 12 MILES
 SC1582'WEST-SOUTHWEST OF OLYMPIA, ON LARCH MOUNTAIN, ABOUT 1 MILE NORTH OF
 SC1582'CAPITOL PEAK, AND NEAR THE EASTERN SIDE OF SECTION 2, T 17 N, R 4
 SC1582'W..
 SC1582'
 SC1582'THE STATION MARK, STAMPED DELM 1954, IS A STANDARD DISK ON A
 SC1582'2-INCH SOIL PIPE, WHICH PROJECTS 6 INCHES.  IT IS 50 FEET
 SC1582'SOUTHEAST OF A 10-FOOT HIGH, JAGGED-TOPPED STUMP ON THE NORTHERN
 SC1582'PART OF THE SUMMIT, 18 FEET NORTHEAST OF A 5-FOOT HIGH STUMP WHICH
 SC1582'IS ABOUT 3 FEET WIDE AND 6 FEET LONG, 8 FEET SOUTHEAST OF A
 SC1582'3-FOOT DIAMETER STUMP WITH EXPOSED ROOTS SPREAD OUT IN A 7-FOOT
 SC1582'DIAMETER CIRCLE AND FROM THE STATION, THE KNOB A HALF MILE EAST
 SC1582'AND THE KNOB ABOUT 200 YARDS WEST APPEAR TO BE ABOUT THE SAME
 SC1582'ELEVATION AS THE STATION.
 SC1582'
 SC1582'REFERENCE MARK NO. 1, STAMPED DELM NO 1 1954, IS A STANDARD DISK
 SC1582'ON A 2-INCH SOIL PIPE WHICH PROJECTS 6 INCHES, AT THE SAME ELEVATION
 SC1582'AS THE STATION MARK.
 SC1582'
 SC1582'REFERENCE MARK NO. 3, STAMPED DELM NO 3 1954, IS A STANDARD DISK ON
 SC1582'A 2-INCH SOIL PIPE WHICH PROJECTS 18 INCHES.  IT IS 12 FEET
 SC1582'WEST-NORTHWEST OF THE 3X6-FOOT STUMP AND 46.02 FEET WEST OF R.M. 1.
 SC1582'
 SC1582'REFERENCE MARK NO. 4, STAMPED DELM 1954 NO 4 1974, IS A STANDARD
 SC1582'DISK WELDED TO A 2-INCH IRON PIPE WHICH PROJECTS 6 INCHES.  IT IS
 SC1582'ON THE EASTERN SIDE OF A SMALL, SHALLOW DEPRESSION, 0.2 FOOT WEST
 SC1582'OF THE LINE FROM THE STATION TO KAMILCHE 2, 52.56 FEET
 SC1582'NORTH-NORTHWEST OF R.M. 1 AND 61.76 FEET NORTH-NORTHEAST OF R.M.
 SC1582'3.
 SC1582'
 SC1582'REFERENCE MARK NO. 5 (AZIMUTH MARK) IS ON THE KNOB ON THE EASTERN
 SC1582'END OF THE RIDGE, ABOUT 1/2 MILE EAST OF THE STATION AND ABOUT THE
 SC1582'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK STAMPED DELM
 SC1582'1954 NO 5 1974, ON A 2-INCH IRON PIPE WHICH PROJECTS 4 INCHES ON
 SC1582'THE HIGHEST POINT OF THE KNOB.
 SC1582'
 SC1582'TO REACH THE STATION FROM THE INTERSECTION OF HARRISON AVENUE AND
 SC1582'DIVISION STREET IN WEST OLYMPIA, GO WEST ON HARRISON AVENUE FOR 0.8
 SC1582'MILE TO COOPER POINT ROAD.  (AT THIS POINT, HARRISON AVE. BECOMES
 SC1582'MUD BAY HIGHWAY (ALSO U.S. HIGHWAY 101), CONTINUE WEST ON MUD BAY
 SC1582'HIGHWAY FOR 1.7 MILES TO A CROSSROAD AND SIGN TO RANDALL ROAD,
 SC1582'TURN LEFT AND GO SOUTHWESTERLY ON DELPHI ROAD FOR 0.35 MILE, CROSS
 SC1582'OVERPASS OVER THE FREEWAY AND CONTINUE 0.9 MILE TO THE
 SC1582'INTERSECTION OF DELPHI ROAD AND RANDALL ROAD.  KEEP LEFT ON DELPHI
 SC1582'ROAD AND FOLLOW THE MAIN ROAD 3.0 MILES TO A FIRE STATION ON
 SC1582'THE LEFT, CONTINUE 1.7 MILES TO THE INTERSECTION OF DELPHI
 SC1582'ROAD AND WADDELL CREEK ROAD, KEEP RIGHT ON THE GRAVEL ROAD 0.6
 SC1582'MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD ON THE MAIN
 SC1582'TRAVELED ROAD FOR 1.4 MILES TO A SIGN DELPHI ENTRANCE CAPITOL
 SC1582'FOREST, CONTINUE 0.65 MILES TO A Y AND SIGNS LITTLEROCK, CAPITOL
 SC1582'PEAK, HOLLYWOOD, CAMP MC KENNY, KEEP RIGHT, GO 0.75 MILE TO A
 SC1582'WOODEN BRIDGE, CONTINUE 0.55 MILE TO A Y, KEEP LEFT, GO 1.05
 SC1582'MILES TO A REVERSE Y, CONTINUE STRAIGHT AHEAD 0.85 MILE TO A
 SC1582'REVERSE Y, TURN SHARP RIGHT, GO UPHILL 3.45 MILES TO A FOUR-WAY
 SC1582'ROAD INTERSECTION IN A SADDLE.  (ONE ROAD RUNS WEST AND THE OTHER
 SC1582'THREE GO SOUTHEASTERLY).  MIDDLE ROAD OF THREE GOING
 SC1582'SOUTHEASTERLY GOES TO CAPITOL PEAK AND STATION DELPHI.  TAKE THE
 SC1582'NORTHERN ONE OF THE THREE ROADS AND GO 0.8 MILE TO A Y, AND
 SC1582'SIGNS OLYMPIA ROCK CANDY ENT LARCH LOOP ROAD, (RIGHT FORK GOES TO
 SC1582'STATION ROCK CANDY), KEEP LEFT FORK 0.25 MILE TO A SHARP LEFT TURN,
 SC1582'CONTINUE ALONG THE SIDEHILL 0.25 MILE TO A CURVE TO THE LEFT AT
 SC1582'THE WESTERN EDGE OF A CLEARED AREA AND THE EAST EDGE OF A YOUNG
 SC1582'STAND OF TIMBER.  THIS IS THE END OF TRUCK TRAVEL.  WALK
 SC1582'NORTHERLY UP THE STEEP RIDGE ALONG THE EDGE OF THE YOUNG TIMBER
 SC1582'TO THE TOP OF THE RIDGE, BEAR LEFT AND GO WESTERLY ALONG THE
 SC1582'RIDGE TO THE HIGHEST POINT AND THE STATION ON THE NORTHERN PART
 SC1582'OF THE SUMMIT NEAR A 10-FOOT HIGH, JAGGED TOPPED STUMP.  (ABOUT
 SC1582'25 MINUTE PACK).  AN OLD WOODEN 8-FOOT TRIPOD IS LAYING AT THE
 SC1582'STATION SITE.
 SC1582'
 SC1582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC1582'12 MILES WEST-SOUTHWEST OF OLYMPIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1583 ***********************************************************************
 SC1583  DESIGNATION -  DELPHI AZ MK
 SC1583  PID         -  SC1583
 SC1583  STATE/COUNTY-  WA/THURSTON
 SC1583  USGS QUAD   -  CAPITOL PEAK (1993)
 SC1583
 SC1583                         *CURRENT SURVEY CONTROL
 SC1583  ___________________________________________________________________
 SC1583* NAD 83(1991)-  46 58 23.28252(N)    123 08 16.69618(W)     ADJUSTED  
 SC1583* NAVD 88     -       814.1    (meters)    2671.     (feet)  VERTCON   
 SC1583  ___________________________________________________________________
 SC1583  X           -  -2,383,650.297 (meters)                     COMP
 SC1583  Y           -  -3,651,220.596 (meters)                     COMP
 SC1583  Z           -   4,640,307.300 (meters)                     COMP
 SC1583  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 SC1583  ELLIP HEIGHT-         793.33  (meters)          (08/17/92) GPS OBS
 SC1583  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SC1583
 SC1583  HORZ ORDER  -  THIRD
 SC1583  ELLP ORDER  -  FOURTH    CLASS II
 SC1583
 SC1583.The horizontal coordinates were established by classical geodetic methods
 SC1583.and adjusted by the National Geodetic Survey in December 1991..
 SC1583
 SC1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1583
 SC1583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC1583
 SC1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1583
 SC1583.The ellipsoidal height was determined by GPS observations
 SC1583.and is referenced to NAD 83.
 SC1583
 SC1583.The geoid height was determined by GEOID03.
 SC1583
 SC1583;                    North         East     Units Scale Factor Converg.
 SC1583;SPC WA S     -   185,622.818   299,315.881   MT  0.99993751   -1 54 58.4
 SC1583;SPC WA S     -   608,997.53    982,005.52   sFT  0.99993751   -1 54 58.4
 SC1583;UTM  10      - 5,202,187.837   489,505.407   MT  0.99960135   -0 06 03.1
 SC1583
 SC1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1583!SPC WA S     -   0.99987566  x   0.99993751  =   0.99981318
 SC1583!UTM  10      -   0.99987566  x   0.99960135  =   0.99947706
 SC1583
 SC1583|---------------------------------------------------------------------|
 SC1583| PID    Reference Object                     Distance      Geod. Az  |
 SC1583|                                                           dddmmss.s |
 SC1583| SC1584 TS 34 2                              77.025 METERS 23033     |
 SC1583| CE3067 DELPHI RM 2                          81.619 METERS 23729     |
 SC1583| CE3069 DELPHI RM 5                                        24023     |
 SC1583| CE2990 CAPITAL                                            32949     |
 SC1583| SC1582 DELM                                APPROX. 1.6 KM 3522230.9 |
 SC1583|---------------------------------------------------------------------|
 SC1583
 SC1583                          SUPERSEDED SURVEY CONTROL
 SC1583
 SC1583  NAD 83(1986)-  46 58 23.28165(N)    123 08 16.70581(W) AD(       ) 3
 SC1583  NAD 27      -  46 58 23.93112(N)    123 08 12.17537(W) AD(       ) 3
 SC1583  NGVD 29 (07/19/86)  813.0    (m)         2667.     (f) VERT ANG       
 SC1583
 SC1583.Superseded values are not recommended for survey control.
 SC1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1583.See file dsdata.txt to determine how the superseded data were derived.
 SC1583
 SC1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT8950502188(NAD 83)
 SC1583_MARKER: Z = SEE DESCRIPTION
 SC1583_SETTING: 0 = UNSPECIFIED SETTING
 SC1583
 SC1583  HISTORY     - Date     Condition        Report By
 SC1583  HISTORY     - 1974     MONUMENTED       NGS
 SC1583
 SC1583                          STATION DESCRIPTION
 SC1583
 SC1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SC1583'THE STATION IS ABOUT 12 MILES WEST-SOUTHWEST OF OLYMPIA, ON A
 SC1583'2658-FOOT HIGH MOUNTAIN NAMED CAPITOL PEAK, ON PROPERTY OWNED
 SC1583'BY THE DEPT. OF NATURAL RESOURCES, IN THE STATE CAPITOL
 SC1583'FOREST.  IT IS ON THE EASTERN END OF THE SUMMIT, 378 FEET
 SC1583'EAST-NORTHEAST OF TRIANGULATION STATION DELPHI 1911.
 SC1583'
 SC1583'FOR DIRECTIONS TO REACH THE STATION, SEE THE 1974 RECOVERY NOTE
 SC1583'FOR TRIANGULATION STATION DELPHI 1911.  REFERENCE MARKS NO. 2 AND
 SC1583'NO. 5 ARE ALSO DESCRIBED IN THIS RECOVERY NOTE--
 SC1583'
 SC1583'THE STATION MARK, STAMPED T.S. 34-49, IS A WASH STATE HIGHWAY
 SC1583'DEPARTMENT SURVEY MONUMENT, SET IN A 4-FOOT DIAMETER CONCRETE
 SC1583'PAD, FLUSH WITH THE GROUND.  IT IS 25 YARDS WEST OF THE EAST
 SC1583'END OF THE SUMMIT, 71.5 FEET NORTH OF THE NORTHEAST CORNER OF A
 SC1583'CHAIN-LINK FENCE AROUND A SMALL BUILDING AND TOWER, AND 46.2 FEET
 SC1583'EAST OF THE SOUTHEAST CORNER OF A LARGE, CONCRETE BUILDING.
 SC1583'THIS BUILDING OBSTRUCTS THE LINE OF SIGHT TO STATION DELPHI
 SC1583'1911.
 SC1583'
 SC1583'CAPITAL (USE), IS A U.S. ENGINEER OFFICE SURVEY DISK, STAMPED
 SC1583'CAPITAL 1942, SET IN A 6-INCH DIAMETER CONCRETE POST WHICH
 SC1583'PROJECTS 2 INCHES.  IT IS 43.7 FEET EAST-NORTHEAST OF THE SOUTHEAST
 SC1583'CORNER OF THE LARGE CONCRETE BUILDING AND 3 FEET WEST OF A LARGE
 SC1583'STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1580 ***********************************************************************
 SC1580  DESIGNATION -  DELPHI RESET
 SC1580  PID         -  SC1580
 SC1580  STATE/COUNTY-  WA/THURSTON
 SC1580  USGS QUAD   -  CAPITOL PEAK (1993)
 SC1580
 SC1580                         *CURRENT SURVEY CONTROL
 SC1580  ___________________________________________________________________
 SC1580* NAD 83(1991)-  46 58 21.77840(N)    123 08 21.68429(W)     ADJUSTED  
 SC1580* NAVD 88     -       811.9    (meters)    2664.     (feet)  VERTCON   
 SC1580  ___________________________________________________________________
 SC1580  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 SC1580  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SC1580
 SC1580  HORZ ORDER  -  SECOND
 SC1580
 SC1580.The horizontal coordinates were established by classical geodetic methods
 SC1580.and adjusted by the National Geodetic Survey in December 1991..
 SC1580
 SC1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1580
 SC1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1580
 SC1580.The geoid height was determined by GEOID03.
 SC1580
 SC1580;                    North         East     Units Scale Factor Converg.
 SC1580;SPC WA S     -   185,579.925   299,208.958   MT  0.99993746   -1 55 02.0
 SC1580;SPC WA S     -   608,856.80    981,654.72   sFT  0.99993746   -1 55 02.0
 SC1580;UTM  10      - 5,202,141.594   489,399.932   MT  0.99960138   -0 06 06.7
 SC1580
 SC1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1580!SPC WA S     -   0.99987603  x   0.99993746  =   0.99981350
 SC1580!UTM  10      -   0.99987603  x   0.99960138  =   0.99947746
 SC1580
 SC1580:                Primary Azimuth Mark                     Grid Az
 SC1580:SPC WA S     -  DELM RM 5 AZIMUTH                        022 21 56.4
 SC1580:UTM  10      -  DELM RM 5 AZIMUTH                        020 33 01.1
 SC1580
 SC1580|---------------------------------------------------------------------|
 SC1580| PID    Reference Object                     Distance      Geod. Az  |
 SC1580|                                                           dddmmss.s |
 SC1580| CE3065 DELM RM 5 AZIMUTH                                  0202654.4 |
 SC1580| CE3067 DELPHI RM 2                          36.717 METERS 08559     |
 SC1580| SC1581 CAPITOL PEAK LOT                     36.736 METERS 08604     |
 SC1580| SC1584 TS 34 2                              46.024 METERS 09306     |
 SC1580| CE3066 DELPHI RM 1                          18.582 METERS 14012     |
 SC1580| CE3069 DELPHI RM 5                          11.728 METERS 14945     |
 SC1580| CE3068 DELPHI RM 4                          27.865 METERS 22716     |
 SC1580| SC1582 DELM                                APPROX. 1.6 KM 3561642.0 |
 SC1580|---------------------------------------------------------------------|
 SC1580
 SC1580                          SUPERSEDED SURVEY CONTROL
 SC1580
 SC1580  NAD 83(1991)-  46 58 21.77365(N)    123 08 21.70130(W) AD(       ) 2
 SC1580  NAD 83(1986)-  46 58 21.77758(N)    123 08 21.69376(W) AD(       ) 2
 SC1580  NAD 27      -  46 58 22.42700(N)    123 08 17.16400(W) AD(       ) 2
 SC1580  NGVD 29 (07/19/86)  810.8    (m)         2660.     (f) VERT ANG       
 SC1580
 SC1580.Superseded values are not recommended for survey control.
 SC1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1580.See file dsdata.txt to determine how the superseded data were derived.
 SC1580
 SC1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT8940002142(NAD 83)
 SC1580
 SC1580  HISTORY     - Date     Condition        Report By
 SC1580  HISTORY     - 1911     MONUMENTED       CGS
 SC1580  HISTORY     - 1936     SEE DESCRIPTION  USE
 SC1580  HISTORY     - 1937     SEE DESCRIPTION  USE
 SC1580  HISTORY     - 1940     SEE DESCRIPTION  CGS
 SC1580  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SC1580  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SC1580  HISTORY     - 1968     SEE DESCRIPTION  BPA
 SC1580  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SC1580  HISTORY     - 1975     GOOD             USGS
 SC1580
 SC1580                          STATION DESCRIPTION
 SC1580
 SC1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (EHP)
 SC1580'THIS STATION IS ABOUT 7 MILES NW OF LITTLEROCK.  2 MILES FROM
 SC1580'JOHN PROVOES RANCH ON WADELL CREEK.  IN THE SMALL CLEARING AT
 SC1580'THE SE END OF THE FLAT RIDGE AND ON ABOUT THE HIGHEST POINT OF
 SC1580'LARCH (LOCAL NAME) MOUNTAIN.
 SC1580'
 SC1580'THE STATION MARK IS A STONE 7 INCHES ON A SIDE AND 26 INCHES
 SC1580'LONG, SET VERTICALLY IN THE GROUND WITH 2 INCHES EXPOSED AND
 SC1580'BEARING A STANDARD MARK ON TOP.  IT IS SET ON THE SE SIDE AND
 SC1580'CLOSE TO THE BASE OF THE TREE USED AS A LIGHT STAND.  THE TREE
 SC1580'WAS CUT OFF 132.8 FEET ABOVE THE MARK AND HAS SPIKES DRIVEN IN.
 SC1580'
 SC1580'REFERENCE MARK NO.1 IS A STONE 6 INCHES SQUARE AND 26 INCHES
 SC1580'LONG, SET WITH 2 INCHES EXPOSED AND BEARING A STANDARD
 SC1580'REFERENCE MARK.  R.M. NO.1 BEARS 317 DEG (MAGNETIC) FROM
 SC1580'STATION AND IS DISTANT 18.34 METERS.
 SC1580'
 SC1580'REFERENCE MARK NO.2 IS A SPIKE IN A ROUGH BLAZE AND SURROUNDED
 SC1580'BY 3 SPIKES BENT OVER TO FORM A TRIANGLE.  IT BEARS 314 DEG
 SC1580'(MAGNETIC) FROM STATION AND IS DISTANT 19.59 METERS.
 SC1580'
 SC1580'REFERENCE MARK NO.3 IS A ROUGH BLAZE MARKED BY A TRIANGLE OF 4
 SC1580'BENT SPIKES WITH A CARTRIDGE IN THE CENTER.  IT BEARS 18 DEG
 SC1580'(MAGNETIC) FROM STATION AND IS DISTANT 7.38 METERS.
 SC1580'
 SC1580'REFERENCE MARK NO.4 IS A BRASS CARTRIDGE IN A BLAZE ON THE
 SC1580'STUMP OF A 2-1/2 FOOT TREE.  IT BEARS 75 DEG (MAGNETIC) FROM
 SC1580'STATION AND IS DISTANT 9.53 METERS.
 SC1580'
 SC1580'REFERENCE MARK NO.6 IS A ROUGH BLAZE MARKED BY 6 SPIKES
 SC1580'FORMING A TRIANGLE.  IT BEARS 204 DEG (MAGNETIC) FROM STATION
 SC1580'AND IS DISTANT 10.94 METERS.
 SC1580'
 SC1580'TO REACH STATION FROM LITTLEROCK TAKE WADELL CREEK WAGON ROAD
 SC1580'TO THE JOHN PROVOES RANCH (80 ACRES), THERE THE TRAIL TO TOP OF
 SC1580'LARCH MOUNTAIN.  TRAIL BEGINS 100 FEET NW OF BARN.  HORSES WITH
 SC1580'PACK 1-1/2 HOURS FROM PROVOES TO STATION.
 SC1580
 SC1580                          STATION RECOVERY (1936)
 SC1580
 SC1580'RECOVERY NOTE BY US ENGINEERS 1936 (CEB)
 SC1580'THE STATION WAS RECOVERED AS DESCRIBED BUT NO STATION MARK WAS
 SC1580'FOUND IN THE STONE, THE STONE WAS FOUND WITH THE HOLE IN WHICH
 SC1580'THE MARK WAS IN.  THE TREE WHICH HAD THE LIGHT STAND ON IT HAD
 SC1580'BEEN CUT DOWN BUT THE SPIKES WERE FOUND IN THE STUMP.  BOTH
 SC1580'REFERENCE MARKS WERE FOUND BUT REFERENCE MARK NO.1S TABLET
 SC1580'COULD BE MOVED AROUND IN THE CONCRETE.  THE DESCRIPTION OF THE
 SC1580'STATION SHOULD BE CHANGED TO READ--FROM BORDEAUX TAKE FOREST
 SC1580'SERVICE ROAD TO THE END OF THE ROAD THEN TAKE TRAIL UP THE E
 SC1580'SIDE OF THE MOUNTAIN TO LOOKOUT TOWER AND STATION.  (NEW
 SC1580'CORPS OF ENGINEERS DISK, STAMPED DELPHI SET IN STONE.  THREE
 SC1580'NEW REFERENCE MARKS WILL BE PLACED.)
 SC1580
 SC1580                          STATION RECOVERY (1937)
 SC1580
 SC1580'RECOVERY NOTE BY US ENGINEERS 1937
 SC1580'THIS STATION IS ABOUT 17.1 MILES NE OF OAKVILLE.  13.6 MILES N
 SC1580'OF JUNCTION OF STATE HIGHWAY 12 AND FOREST SERVICE ROAD TO
 SC1580'CAPITOL PEAK.  IN VICINITY OF FOREST STATION CAPITOL PEAK
 SC1580'LOOKOUT TOWER.  ABOUT 25 FEET W OF FOREST SERVICE CABIN.  A
 SC1580'14- BY 14-INCH CONCRETE MONUMENT SET AT BASE OF A HEMLOCK
 SC1580'STUMP.  ORIGINAL U.S.C. AND G.S. MONUMENT A DRILL HOLE IN ROCK,
 SC1580'(TABLET STOLEN) ROCK COVERED WITH CEMENT AND NEW MONUMENT
 SC1580'ESTABLISHED BY C. OF E.  A STANDARD C. OF E. TRIANGULATION
 SC1580'DISK STAMPED DELPHI.
 SC1580'
 SC1580'REFERENCE MARK NO.1, ORIGINAL U.S.C. AND G.S. MARKER RESET IN
 SC1580'CONCRETE BY C. OF E.  ABOUT 25 FEET S OF CABIN.  FROM
 SC1580'STATION--60.51 FEET.  317 DEGREES FROM MAGNETIC S.
 SC1580'
 SC1580'REFERENCE MARK NO.2, ESTABLISHED BY C. OF E.  A C. OF
 SC1580'E. TABLET SET IN A 4-INCH IRON PIPE FILLED WITH CONCRETE.
 SC1580'
 SC1580'REFERENCE MARK NO.3, A STANDARD C. OF E. TABLET SET IN A
 SC1580'3-INCH IRON PIPE FILLED WITH CONCRETE.
 SC1580'
 SC1580'REFERENCE MARK NO.4, A STANDARD C. OF E. TABLET SET IN A
 SC1580'3-INCH IRON PIPE FILLED WITH CONCRETE.
 SC1580'
 SC1580'DELPHI TRIANGULATION STATION TO NE CORNER SHACK--N 60 DEG E
 SC1580'34.7 FEET
 SC1580'
 SC1580'DELPHI TRIANGULATION STATION TO NW CORNER SHACK--N 63 DEG E
 SC1580'20.7 FEET
 SC1580'
 SC1580'DELPHI TRIANGULATION STATION TO SW CORNER SHACK--N 65 DEG E
 SC1580'29.6 FEET
 SC1580'
 SC1580'TO REACH FROM OAKVILLE.  PROCEED W ALONG STATE HIGHWAY 9 FOR
 SC1580'03.5 MILES TO JUNCTION WITH GRAVEL ROAD LEADING TO RIGHT.  SIGN
 SC1580'CAPITOL FOREST NURSERY 10 MILES.  PROCEED ALONG GRAVEL ROAD FOR
 SC1580'06.6 MILES TO JUNCTION WITH GRAVEL ROAD TO FOREST
 SC1580'NURSERIES.  TAKE ROAD TO LEFT LEADING TO CAPITOL PEAK
 SC1580'LOOKOUT.  ROAD TO RIGHT LEADS TO NURSERY.  PROCEED N ALONG ROAD
 SC1580'FOR 07.0 MILES.  AT THIS POINT PROCEED ON CAT TRAIL TO LEFT
 SC1580'ALONG RIDGE TO LOOKOUT AND STATION.  A ROAD IS BEING
 SC1580'CONSTRUCTED TO THE LOOKOUT.  THE PEAK IS BEING LOGGED OFF
 SC1580'(1937).
 SC1580
 SC1580                          STATION RECOVERY (1940)
 SC1580
 SC1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (GLB)
 SC1580'STATION RECOVERED AND REMARKED BY U.S.E. IN 1937.  DISTANCES AS
 SC1580'MEASURED BY THE U.S.E. TO THE REFERENCE MARKS AND TO THE CORNERS
 SC1580'OF THE LOOKOUT SHACK DO NOT AGREE EXACTLY WITH THOSE OF THIS
 SC1580'PARTY, AND THE 1940 DISTANCES WHICH ARE CORRECT HAVE BEEN
 SC1580'INCLUDED WITH THIS RECOVERY NOTE.  A NEW DESCRIPTION INCLUDING
 SC1580'ALL KNOWN DATA FOLLOWS--
 SC1580'
 SC1580'ABOUT 17.1 MILES NE OF OAKVILLE, 13.6 MILES N OF JUNCTION OF
 SC1580'STATE HIGHWAY 12, AND THE FOREST SERVICE ROAD TO CAPITOL PEAK,
 SC1580'AND IN THE VICINITY OF FOREST STATION CAPITOL PEAK LOOKOUT
 SC1580'TOWER.  STATION IS ABOUT 25 FEET W OF FOREST SERVICE CABIN, AND
 SC1580'IS AT THE BASE OF A HEMLOCK STUMP.  MARKED WITH A 14-INCH
 SC1580'SQUARE CONCRETE MONUMENT CONTAINING A STANDARD
 SC1580'U.S.E. TRIANGULATION DISK STAMPED DELPHI.  PROJECTS ABOUT 8
 SC1580'INCHES ABOVE THE SURFACE.
 SC1580'
 SC1580'REFERENCE MARK NO.1 IS ABOUT 25 FEET S OF THE LOOKOUT
 SC1580'CABIN.  MARKED WITH A STANDARD U.S.C. AND G.S. DISK SET IN AN
 SC1580'IRREGULAR BLOCK OF CONCRETE.  THE ABOVE DISK IS NOT STAMPED AND
 SC1580'THE MONUMENT PROJECTS 15 INCHES ABOVE THE SURFACE.
 SC1580'
 SC1580'REFERENCE MARK NO.2 IS A DISK IDENTICAL WITH THE STATION MARK
 SC1580'BUT STAMPED R.M.NO.2.  IT IS IN THE TOP OF A 4-INCH
 SC1580'CONCRETE-FILLED PIPE, THE WHOLE MARK PROJECTING ABOUT 3 INCHES
 SC1580'ABOVE THE SURFACE.  THE PIPE IS SURROUNDED BY A SMALL MASS OF
 SC1580'CONCRETE, AND IS LOCATED BENEATH THE APPROXIMATE CENTER OF THE
 SC1580'LOOKOUT TOWER.
 SC1580'
 SC1580'REFERENCE MARK NO.3 IS A STANDARD U.S.E. DISK SET IN A 3-INCH
 SC1580'IRON PIPE FILLED WITH CONCRETE.
 SC1580'
 SC1580'REFERENCE MARK NO.4 IS A STANDARD U.S.E. DISK SET IN A 3-INCH
 SC1580'IRON PIPE FILLED WITH CONCRETE.
 SC1580'
 SC1580'REACHED FROM OAKVILLE--PROCEED W ALONG STATE HIGHWAY 9, FOR
 SC1580'3.5 MILES TO JUNCTION WITH GRAVEL ROAD LEADING TO RIGHT WITH
 SC1580'SIGN CAPITOL FOREST NURSERY 10 MILES.  PROCEED ALONG GRAVEL
 SC1580'ROAD FOR 6.6 MILES TO JUNCTION WITH GRAVEL ROAD TO FOREST
 SC1580'NURSERIES.  TAKE ROAD TO LEFT LEADING TO CAPITOL PEAK
 SC1580'LOOKOUT.  ROAD TO RIGHT LEADS TO NURSERY.  PROCEED N ALONG ROAD
 SC1580'FOR 7.0 MILES.  AT THIS POINT PROCEED ON CAT TRAIL TO LEFT
 SC1580'ALONG RIDGE TO LOOKOUT TOWER AND STATION.
 SC1580
 SC1580                          STATION RECOVERY (1941)
 SC1580
 SC1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SC1580'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 4 WERE
 SC1580'RECOVERED.  REFERENCE MARK NO. 3 COULD NOT BE FOUND.  (THESE
 SC1580'MARKS ARE THE ONES SET BY THE U.S. CORPS OF ENGINEERS) THE
 SC1580'HEMLOCK STUMP AT THE STATION (RECOVERED BY G.L.B. IN 1940) IS
 SC1580'NO LONGER STANDING.  R.M. NO. 1 WAS FOUND LOOSE IN THE GROUND
 SC1580'AND RESTAMPED.  THE STATION MONUMENT WAS ALSO FOUND SLIGHTLY
 SC1580'LOOSE.  IT WAS REMOVED AND ADDITIONAL CONCRETE POURED ABOUT THE
 SC1580'BASE, AND RESET IN PLACE.  UPON REMOVING THE MONUMENT A WINE
 SC1580'BOTTLE, INVERTED, WAS FOUND UNDER THE MONUMENT, BUT ECCENTRIC
 SC1580'TO THE STATION CENTER (SEE BELOW).  THIS WAS UNDOUBTEDLY THE
 SC1580'SUBSURFACE MARK.  LOGGING, AS WELL AS BULL-DOZING
 SC1580'OPERATIONS HAVE BEEN CARRIED ON FROM TIME TO TIME ON THIS
 SC1580'SITE, SO IT IS VERY PROBABLE THAT THE STATION MARK HAD BEEN
 SC1580'STRUCK AND MOVED, BUT THERE IS NO METHOD OF DETERMINING IN
 SC1580'WHAT YEAR THIS HAPPENED.  THESE OPERATIONS ALSO
 SC1580'ACCOUNT FOR THE LOSS OF R. M. NO. 3 AND THE HEMLOCK
 SC1580'STUMP.
 SC1580'
 SC1580'THE STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 12 MILES
 SC1580'EAST OF ELMA, 13 MILES WEST-SOUTHWEST OF OLYMPIA, 10 MILES
 SC1580'NORTHEAST OF OAKVILLE, AND 7 MILES NORTHWEST OF LITTLEROCK.  IT
 SC1580'IS IN THE CAPITOL STATE FOREST.  ON THE SUMMIT OF CAPITOL PEAK,
 SC1580'NEAR THE STATE FOREST LOOKOUT.
 SC1580'
 SC1580'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 410 AND STATE
 SC1580'HIGHWAY 9, ABOUT 1/2 MILE EAST OF ELMA, GO SOUTHEAST ON STATE
 SC1580'RT. 9, TOWARD CENTRALIA, PAVED, 10.5 MILES TO A GRAVEL ROAD LEFT
 SC1580'AT SIGN STATE NURSERY 10 M.  TURN LEFT AND FOLLOW THIS GRAVEL
 SC1580'ROAD NORTHEAST 1.4 MILES TO STATE FOREST GATE AND GUARD
 SC1580'CABIN.  PASS THROUGH THE GATE AND CONTINUE ON GRAVEL ROAD 2.5
 SC1580'MILES TO FORK AT SIGNS STATE NURSERY AND NORTH CREEK.  TAKE
 SC1580'RIGHT FORK TOWARD NURSERY 2.5 MILES.  TAKE LEFT FORK TOWARD
 SC1580'SHERMAN VALLEY AND CAPITOL PEAK 2.2 MILES.  TAKE RIGHT FORK
 SC1580'TOWARD CAPITOL PEAK AT SIGNS NORTH CREEK AND CAPITOL PK, AND
 SC1580'FOLLOW THIS ROAD WHICH PROCEEDS ALONG OLD LOGGING RAILROAD
 SC1580'BED FOR SEVERAL MILES AND THEN WINDS ALONG RIDGES TO THE TOP
 SC1580'OF CAPITOL PEAK AND THE LOOKOUT TOWER.
 SC1580'
 SC1580'THE STATION IS HERE, 120 FEET WEST OF THE LOOKOUT TOWER, AND
 SC1580'21 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A SHACK.  IT
 SC1580'IS MARKED BY A STANDARD CORPS OF ENGINEERS TRIANGULATION
 SC1580'STATION AND BENCH MARK DISK, CEMENTED IN TOP OF A CONCRETE
 SC1580'MONUMENT 14 INCHES SQUARE.  THE DISK IS STAMPED DELPHI, AND THE
 SC1580'MONUMENT PROJECTS 8 INCHES ABOVE GROUND.
 SC1580'
 SC1580'THE OLD SUBSURFACE MARK, AN INVERTED BOTTLE, BURIED 30 INCHES
 SC1580'BELOW GROUND SURFACE IS 0.204 METERS EAST-SOUTHEAST OF THE
 SC1580'STATION CENTER.
 SC1580'
 SC1580'R.M. NO. 1, A STANDARD USC AND GS REFERENCE DISK, UNSTAMPED,
 SC1580'SET IN A 6-INCH SQUARE STONE POST EMBEDDED IN AN IRREGULAR MASS
 SC1580'OF CONCRETE.  IT IS SOUTH-SOUTHEAST OF THE STATION 26.4 FEET
 SC1580'SOUTH OF THE SOUTHEAST CORNER OF THE SHACK AND 31.5 FEET
 SC1580'SOUTHEAST OF THE SOUTHWEST CORNER OF THE SHACK.
 SC1580'
 SC1580'R. M. NO. 2 IS A STANDARD CORPS OF ENGINEERS TRIANGULATION
 SC1580'STATION AND BENCH MARK DISK, STAMPED R M 2, SET IN CONCRETE IN
 SC1580'TOP OF A 3 INCH PIPE PROJECTING 6 INCHES.  IT IS EAST OF THE
 SC1580'STATION, DIRECTLY UNDER THE CENTER OF THE LOOKOUT TOWER.
 SC1580'
 SC1580'R. M. NO. 4 IS A STANDARD CORPS OF ENGINEERS MAP CONTROL DISK,
 SC1580'STAMPED R M 4, SET IN CONCRETE IN TOP OF A 3-INCH PIPE WHICH
 SC1580'PROJECTS 6 INCHES ABOVE GROUND.  IT IS SOUTHWEST OF THE STATION.
 SC1580'
 SC1580'4-FT. STAND REQUIRED.
 SC1580
 SC1580                          STATION RECOVERY (1954)
 SC1580
 SC1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SC1580'THE STATION MARK, A U.S. CORPS OF ENGINEERS, U.S. ARMY, BENCH
 SC1580'MARK, STAMPED DELPHI, WAS RECOVERED AND FOUND TO BE AS
 SC1580'DESCRIBED IN THE 1941 RECOVERY NOTE AND IN GOOD
 SC1580'CONDITION.  REFERENCE MARKS 1 AND 4 WERE FOUND TO HAVE BEEN
 SC1580'DESTROYED.  REFERENCE MARK 2 WAS RECOVERED, FOUND TO BE AS
 SC1580'DESCRIBED AND IN GOOD CONDITION.  SLOPE MEASUREMENT WAS MADE TO
 SC1580'THE MARK AND THE DISTANCE WAS FOUND TO CHECK THE 1941 DISTANCE.
 SC1580'
 SC1580'TO REACH FROM THE WEST END OF THE BRIDGE OVER BUDD INLET IN
 SC1580'OLYMPIA, DRIVE WEST ON U.S. HIGHWAY 410 AND 101 FOR 3 MILES TO
 SC1580'Y FORKS AT THE TOP OF A GRADE.  KEEP LEFT FORK, DELPHI ROAD,
 SC1580'AND DRIVE SOUTH FOR 4.1 MILES TO Y-FORKS.  KEEP RIGHT FORK,
 SC1580'WADDLE CREEK ROAD, AND DRIVE SOUTHWEST AND WEST FOR 1.8 MILES
 SC1580'TO Y-FORKS.  KEEP RIGHT FORK FOR 0.5 MILE TO BRIDGE OVER WADDLE
 SC1580'CREEK.  CROSS BRIDGE AND CONTINUE WEST FOR 0.75 MILE TO
 SC1580'Y-FORKS.  KEEP LEFT FORK, UP HILL, AND DRIVE 0.3 MILE TO A
 SC1580'LOCKED STATE FOREST SERVICE GATE.  PASS THROUGH GATE AND
 SC1580'CONTINUE UP HILL, WEST, FOR 1.5 MILES TO A REVERSE
 SC1580'Y-FORK.  TURN SHARP RIGHT AND DRIVE UP HILL FOR 2.4 MILES
 SC1580'TO THE SUMMIT OF MAIN RIDGE OF THE MOUNTAIN AND A
 SC1580'CROSSROAD.  TURN RIGHT, UP HILL, AND DRIVE EAST FOR 0.4 MILE
 SC1580'TO SUMMIT OF MOUNTAIN, LOOKOUT TOWER AND THE STATION TO
 SC1580'THE RIGHT.
 SC1580'
 SC1580'REFERENCE MARK 5 WAS ESTABLISHED THIS YEAR.  IT IS A STANDARD
 SC1580'DISK, NOTE 11A, STAMPED DELPHI NO 5 1911, PROJECTING 4 INCHES
 SC1580'ABOVE THE GROUND, ABOUT 2 FEET HIGHER THAN THE STATION MARK AND
 SC1580'1.7 FEET WEST OF THE NORTHWEST CORNER OF THE SOUTH BUILDING OF
 SC1580'TWO.
 SC1580'
 SC1580'OBSERVATIONS WERE MADE FROM A 15 FOOT TOWER.
 SC1580
 SC1580                          STATION RECOVERY (1968)
 SC1580
 SC1580'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1968
 SC1580'ORIGINAL DESCRIPTION ON PAGE 1 AND 2.  STATION DELPHI AND RM 2
 SC1580'AND RM 5 WERE RECOVERED IN GOOD CONDITION.  A NEW TO REACH
 SC1580'DESCRIPTION FOLLOWS.
 SC1580'
 SC1580'TO REACH THE STATION FROM THE POST OFFICE IN LITTLE ROCK GO
 SC1580'SOUTH 0.1 MILE TO INTERSECTION TURN RIGHT AND GO WESTERLY 0.65
 SC1580'MILE TO A SIDE ROAD RIGHT, WADDLE CREEK RD.  TURN RIGHT AND GO
 SC1580'4.15 MILES NORTHERLY TO A FORK.  TURN LEFT ON CAPITOL PEAK
 SC1580'RD. AND GO NORTHWESTERLY 1.3 MILES TO A FORK.  TAKE LEFT FORK
 SC1580'AND GO 1.0 MILE TO A FORK.  CONTINUE* 0.2 MILE TO ANOTHER FORK
 SC1580'AND CONTINUE UPHILL 0.9 MILE TO A FORK.  TURN HARD RIGHT ON
 SC1580'ROAD CF-P-2000 AND GO 3.7 MILES TO AN INTERSECTION AT TOP OF
 SC1580'HILL.  TURN RIGHT AND GO 0.6 MILE TO SUMMIT OF CAPITOL PEAK
 SC1580'AND STATION.  *UPHILL
 SC1580
 SC1580                          STATION RECOVERY (1974)
 SC1580
 SC1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SC1580'THE STATION MARK, REFERENCE MARKS NO. 2 AND NO. 5 WERE
 SC1580'RECOVERED.  A WASHINGTON STATE HIGHWAY DEPARTMENT SURVEY
 SC1580'MONUMENT, STAMPED T.S. 34-49, IS LOCATED ON THE EASTERN EDGE OF
 SC1580'THE SUMMIT AND PROVIDES A MUCH BETTER VIEW TO THE
 SC1580'EAST.  ALTHOUGH A BUILDING OBSTRUCTS THE LINE BETWEEN THIS MARK
 SC1580'AND DELPHI, A POSITION OF THE HIGHWAY DEPARTMENT MONUMENT WAS
 SC1580'DETERMINED, SINCE PREVIOUS SURVEYS HAVE BEEN RUN FROM THIS
 SC1580'MARK.
 SC1580'
 SC1580'THE STATION IS ABOUT 12 MILES WEST-SOUTHWEST OF OLYMPIA, ON A
 SC1580'2658-FOOT HIGH MOUNTAIN NAMED CAPITOL PEAK, NEAR THE EAST SIDE
 SC1580'OF SECTION 11, T 17 N, R 4 W., AND ON WEYERHAEUSER CO. PROPERTY.
 SC1580'
 SC1580'TO REACH THE STATION FROM THE INTERSECTION OF HARRISON AVENUE
 SC1580'AND DIVISION STREET IN WEST OLYMPIA, GO WEST ON HARRISON AVENUE
 SC1580'FOR 0.8 MILE TO COOPER POINT ROAD.  (AT THIS POINT, HARRISON
 SC1580'AVE. BECOMES MUD BAY HIGHWAY (ALSO U.S. HIGHWAY 101)), CONTINUE
 SC1580'WEST ON MUD BAY HIGHWAY FOR 1.7 MILES TO A CROSSROAD AND SIGN
 SC1580'TO RANDALL ROAD, TURN LEFT AND GO SOUTHWESTERLY ON DELPHI ROAD
 SC1580'FOR 0.35 MILE, CROSS OVERPASS OVER THE FREEWAY AND CONTINUE 0.9
 SC1580'MILE TO THE INTERSECTION OF DELPHI ROAD AND RANDALL ROAD.
 SC1580'KEEP LEFT ON DELPHI ROAD AND FOLLOW THE MAIN ROAD 3.0 MILES TO
 SC1580'A FIRE STATION ON THE LEFT, CONTINUE 1.7 MILES TO THE
 SC1580'INTERSECTION OF DELPHI ROAD AND WADDELL CREEK ROAD,
 SC1580'KEEP RIGHT ON THE GRAVEL ROAD 0.6 MILE TO A SIDE ROAD LEFT,
 SC1580'CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR
 SC1580'1.4 MILES TO A SIGN DELPHI ENTRANCE CAPITOL FOREST,
 SC1580'CONTINUE 0.65 MILES TO A Y AND SIGNS LITTLEROCK, CAPITOL PEAK,
 SC1580'HOLLYWOOD, CAMP MC KENNY, KEEP RIGHT, GO 0.75 MILE TO A
 SC1580'WOODEN BRIDGE, CONTINUE 0.55 MILE TO A Y, KEEP LEFT, GO 1.05
 SC1580'MILES TO A REVERSE Y, CONTINUE STRAIGHT AHEAD 0.85 MILE
 SC1580'TO A REVERSE Y, TURN SHARP RIGHT, GO UPHILL 3.45 MILES TO A
 SC1580'FOUR-WAY ROAD INTERSECTION IN A SADDLE.  (ONE ROAD
 SC1580'RUNS WEST AND THE OTHER THREE GO SOUTHEASTERLY).
 SC1580'TURN SHARP RIGHT AND FOLLOW THE MIDDLE ONE OF THREE ROADS
 SC1580'UPHILL FOR 0.1 MILE TO A GATE, CONTINUE 0.35 MILE, KEEP RIGHT
 SC1580'FORK 0.1 MILE TO THE SUMMIT, KEEP RIGHT ALONG THE SUMMIT OF
 SC1580'THE RIDGE ABOUT 50 YARDS TO THE STATION, 15 YARDS NORTH OF
 SC1580'THE ROAD AND ABOUT 3 FEET LOWER THAN THE SUMMIT OF THE RIDGE.
 SC1580'
 SC1580'THE STATION MARK, STAMPED DELPHI, IS A CORPS OF ENGINEERS,
 SC1580'U.S. ARMY B.M. DISK WITH A RAISED TRIANGLE IN THE CENTER, SET
 SC1580'IN A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT
 SC1580'IS ON THE NORTHERN SIDE OF THE SUMMIT, 115.5 FEET WEST OF THE
 SC1580'SOUTHWEST CORNER OF A 10X14-FOOT CONCRETE BLOCK BUILDING, 109
 SC1580'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHAIN-LINK FENCE
 SC1580'AROUND A 90-FOOT HIGH, FLAT-TOPPED, FOUR-LEGGED STEEL TOWER AND
 SC1580'ABOUT 3 FEET LOWER THAN THE SUMMIT OF THE RIDGE.
 SC1580'
 SC1580'REFERENCE MARK NO. 2, STAMPED RM 2, IS A CORPS OF ENGINEERS
 SC1580'U.S. ARMY BM DISK ON A 4-INCH PIPE WHICH PROJECTS ABOUT 6
 SC1580'INCHES AND IS ON A SLIGHT HUMP ABOUT 18 FEET WEST OF THE POINT
 SC1580'WHERE THE ROAD COMES ONTO THE SUMMIT, 37.7 FEET SOUTH OF THE
 SC1580'SOUTHEAST CORNER AND 6 FEET EAST OF THE PROJECTED EAST SIDE OF
 SC1580'THE 10X14-FOOT CONCRETE BLOCK BUILDING.
 SC1580'
 SC1580'REFERENCE MARK NO. 5, STAMPED DELPHI NO 5 1911, IS A STANDARD
 SC1580'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 SC1580'IS 81.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 SC1580'CHAIN-LINK FENCE AROUND THE 90-FOOT HIGH TOWER AND 15 FEET
 SC1580'NORTH OF THE TRACK ROAD.
 SC1580'
 SC1580'ADDITIONAL HISTORY OF STATION DELPHI--
 SC1580'
 SC1580'THE STATION WAS ESTABLISHED BY E.H.P. IN 1911.  IN 1936, THE
 SC1580'ARMY ENGINEERS FOUND THE MARK WITH THE DISK MISSING, POURED
 SC1580'ADDITIONAL CONCRETE AROUND AND OVER THE MARK AND MARKED THE
 SC1580'POINT WITH A U.S.E. DISK.  RECOVERY NOTE BY G.L. BEAN DATED
 SC1580'1940 GIVES MORE DETAILS.
 SC1580'
 SC1580'A 1941 RECOVERY NOTE BY J.C.S. IS THE FIRST TO MENTION AN
 SC1580'UNDERGROUND MARK, A WINE BOTTLE, INVERTED, AND HE STATES, THIS
 SC1580'WAS, UNDOUBTEDLY, THE SUBSURFACE MARK.  THIS RECOVERY NOTE
 SC1580'STATES FURTHER ON THAT THE SUBSURFACE MARK IS 0.204 METER EAST
 SC1580'SOUTHEAST OF THE STATION CENTER.
 SC1580'
 SC1580'I TAKE THIS TO MEAN HE HELD THE POINT MARKED BY U.S.E. IN 1936
 SC1580'AS STATION CENTER, AND THE SURFACE MARK IS STILL ECCENTRIC FROM
 SC1580'THE UNDERGROUND MARK.  THE POSITION GIVEN FOR DELPHI ON PAGE
 SC1580'1613 IS APPARENTLY THE POSITION DETERMINED IN 1911, AT WHICH
 SC1580'TIME I WOULD ASSUME THE SURFACE MARK WAS OVER THE INVERTED WINE
 SC1580'BOTTLE.  APPARENTLY, ALL OBSERVATIONS SINCE 1936 WERE MADE FROM
 SC1580'THE SURFACE MONUMENT WHICH IS TERMED STATION CENTER IN 1941.
 SC1580'
 SC1580'THE CHECK ANGLE FROM DELM, KAMILCHE 2 TO DELPHI IS 6.39
 SC1580'SECONDS SMALLER THAN THE OBSERVED ANGLE.
 SC1580'
 SC1580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC1580'12 MILES WEST-SOUTHWEST OF OLYMPIA.
 SC1580
 SC1580                          STATION RECOVERY (1975)
 SC1580
 SC1580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SC1580'RECOVERED AS DESCRIBED BY USGS, NGS AND USE.  ALL MARKS IN GOOD
 SC1580'CONDITION.  RMS AGREE WITH NGS.  TO REACH IS ADEQUATE BUT LOT HAS
 SC1580'BEEN REMOVED.  THERE ARE SEVERAL MICROWAVE AND COMMUNICATION
 SC1580'TOWERS SCATTERED AROUND THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3937 ***********************************************************************
 RD3937  DESIGNATION -  DELTA
 RD3937  PID         -  RD3937
 RD3937  STATE/COUNTY-  WA/CLARK
 RD3937  USGS QUAD   -  ST HELENS (1990)
 RD3937
 RD3937                         *CURRENT SURVEY CONTROL
 RD3937  ___________________________________________________________________
 RD3937* NAD 83(1991)-  45 50 33.76220(N)    122 46 57.96870(W)     ADJUSTED  
 RD3937* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 RD3937  ___________________________________________________________________
 RD3937  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 RD3937  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 RD3937
 RD3937  HORZ ORDER  -  THIRD
 RD3937
 RD3937.The horizontal coordinates were established by classical geodetic methods
 RD3937.and adjusted by the National Geodetic Survey in December 1991..
 RD3937
 RD3937.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3937
 RD3937.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3937
 RD3937.The geoid height was determined by GEOID03.
 RD3937
 RD3937;                    North         East     Units Scale Factor Converg.
 RD3937;SPC WA S     -    59,183.701   322,693.922   MT  0.99999789   -1 39 29.5
 RD3937;SPC WA S     -   194,171.86  1,058,704.98   sFT  0.99999789   -1 39 29.5
 RD3937;SPC OR N     -   244,317.507 2,322,698.804   MT  0.99996381   -1 37 08.1
 RD3937;SPC OR N     -   801,566.62  7,620,402.90   iFT  0.99996381   -1 37 08.1
 RD3937;UTM  10      - 5,076,594.869   516,868.289   MT  0.99960350   +0 09 21.1
 RD3937
 RD3937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3937!SPC WA S     -   1.00000288  x   0.99999789  =   1.00000077
 RD3937!SPC OR N     -   1.00000288  x   0.99996381  =   0.99996669
 RD3937!UTM  10      -   1.00000288  x   0.99960350  =   0.99960638
 RD3937
 RD3937:                Primary Azimuth Mark                     Grid Az
 RD3937:SPC WA S     -  WARRIOR ROCK FRONT RNG LT                006 19 09.8
 RD3937:SPC OR N     -  WARRIOR ROCK FRONT RNG LT                006 16 48.4
 RD3937:UTM  10      -  WARRIOR ROCK FRONT RNG LT                004 30 19.2
 RD3937
 RD3937|---------------------------------------------------------------------|
 RD3937| PID    Reference Object                     Distance      Geod. Az  |
 RD3937|                                                           dddmmss.s |
 RD3937| RD4057 WARRIOR ROCK FRONT RNG LT           APPROX. 1.1 KM 0043940.3 |
 RD3937| RD3970 ST HELENS BAR REAR RNG LIGHT        APPROX. 2.2 KM 0050105.1 |
 RD3937| CE2486 DELTA RM 1                           12.219 METERS 09241     |
 RD3937| CE2487 DELTA RM 2                           11.551 METERS 18731     |
 RD3937| RD3915 CRUZ                                APPROX. 1.9 KM 1894552.8 |
 RD3937| RD4041 ST HELENS BAR DIKE LIGHT 3          APPROX. 2.6 KM 3424917.2 |
 RD3937| RD4060 ST HELENS BAR DIKE LIGHT 5          APPROX. 2.1 KM 3425614.0 |
 RD3937| RD4045 DIKE 27.7 DOLPHIN EAST END          APPROX. 3.1 KM 3470730.9 |
 RD3937| RD4049 ST HELENS BAR DIKE LIGHT 4          APPROX. 2.3 KM 3475513.9 |
 RD3937| RD4063 DIKE 27.3 DOLPHIN                   APPROX. 2.6 KM 3480556.9 |
 RD3937|---------------------------------------------------------------------|
 RD3937
 RD3937                          SUPERSEDED SURVEY CONTROL
 RD3937
 RD3937  NAD 83(1991)-  45 50 33.76221(N)    122 46 57.96871(W) AD(       ) 3
 RD3937  NAD 83(1986)-  45 50 33.78162(N)    122 46 57.96631(W) AD(       ) 3
 RD3937  NAD 27      -  45 50 34.36200(N)    122 46 53.59300(W) AD(       ) 3
 RD3937  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 RD3937
 RD3937.Superseded values are not recommended for survey control.
 RD3937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3937.See file dsdata.txt to determine how the superseded data were derived.
 RD3937
 RD3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1686876595(NAD 83)
 RD3937
 RD3937  HISTORY     - Date     Condition        Report By
 RD3937  HISTORY     - 1930     MONUMENTED       USE
 RD3937  HISTORY     - 1937     SEE DESCRIPTION  CGS
 RD3937  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD3937
 RD3937                          STATION DESCRIPTION
 RD3937
 RD3937'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3937'STATION WAS RECOVERED ON THE NW PART OF BACHELOR ISLAND, ABOUT 10
 RD3937'METERS E OF THE BANK OF THE COLUMBIA RIVER, ABOUT 45 METERS SW OF
 RD3937'LAKE RIVER.
 RD3937'
 RD3937'STATION MARK IS A U.S.E. DISK STAMPED DELTA SET IN A CONCRETE BLOCK.
 RD3937'
 RD3937'TWO REFERENCE MARKS WERE ESTABLISHED, STANDARD DISKS CEMENTED IN
 RD3937'LENGTHS OF CAST-IRON SOIL PIPE.
 RD3937
 RD3937                          STATION RECOVERY (1946)
 RD3937
 RD3937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3937'REFERENCE MARK 1 WAS RECOVERED 1/2 METER FROM THE RIVER BANK.
 RD3937'STATION DELTA AND REFERENCE MARK 2 HAVE BEEN DESTROYED BY EROSION.
 RD3937'STATION SHOULD BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3311 ***********************************************************************
 SY3311  DESIGNATION -  DELTA
 SY3311  PID         -  SY3311
 SY3311  STATE/COUNTY-  WA/MASON
 SY3311  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3311
 SY3311                         *CURRENT SURVEY CONTROL
 SY3311  ___________________________________________________________________
 SY3311* NAD 83(1991)-  47 12 05.06647(N)    122 58 20.51345(W)     ADJUSTED  
 SY3311* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 SY3311  ___________________________________________________________________
 SY3311  LAPLACE CORR-          -7.97  (seconds)                    DEFLEC99
 SY3311  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 SY3311
 SY3311  HORZ ORDER  -  THIRD
 SY3311
 SY3311.The horizontal coordinates were established by classical geodetic methods
 SY3311.and adjusted by the National Geodetic Survey in December 1991..
 SY3311
 SY3311.The orthometric height was scaled from a topographic map.
 SY3311
 SY3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3311
 SY3311.The geoid height was determined by GEOID03.
 SY3311
 SY3311;                    North         East     Units Scale Factor Converg.
 SY3311;SPC WA S     -   210,578.777   312,705.435   MT  0.99997249   -1 47 45.3
 SY3311;SPC WA S     -   690,873.87  1,025,934.41   sFT  0.99997249   -1 47 45.3
 SY3311;UTM  10      - 5,227,546.544   502,093.070   MT  0.99960005   +0 01 13.0
 SY3311
 SY3311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3311!SPC WA S     -   0.99999950  x   0.99997249  =   0.99997199
 SY3311!UTM  10      -   0.99999950  x   0.99960005  =   0.99959955
 SY3311
 SY3311:                Primary Azimuth Mark                     Grid Az
 SY3311:SPC WA S     -  ZETA                                     038 32 42.5
 SY3311:UTM  10      -  ZETA                                     036 43 44.2
 SY3311
 SY3311|---------------------------------------------------------------------|
 SY3311| PID    Reference Object                     Distance      Geod. Az  |
 SY3311|                                                           dddmmss.s |
 SY3311| SY3313 ZETA                                APPROX. 0.5 KM 0364457.2 |
 SY3311| CE3526 DELTA RM 1                           20.798 METERS 07420     |
 SY3311| SY3338 KAPPA                               APPROX. 0.7 KM 2544037.9 |
 SY3311| SY3304 ABER                                443.801 METERS 2934033.3 |
 SY3311|---------------------------------------------------------------------|
 SY3311
 SY3311                          SUPERSEDED SURVEY CONTROL
 SY3311
 SY3311  NAD 83(1986)-  47 12 05.06460(N)    122 58 20.52188(W) AD(       ) 3
 SY3311  NAD 27      -  47 12 05.71300(N)    122 58 16.01200(W) AD(       ) 3
 SY3311
 SY3311.Superseded values are not recommended for survey control.
 SY3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3311.See file dsdata.txt to determine how the superseded data were derived.
 SY3311
 SY3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0209327547(NAD 83)
 SY3311_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3311
 SY3311  HISTORY     - Date     Condition        Report By
 SY3311  HISTORY     - 1936     MONUMENTED       CGS
 SY3311  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3311
 SY3311                          STATION DESCRIPTION
 SY3311
 SY3311'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3311'STATION IS SET IN A MUD SLIDE ON THE S SIDE OF THE INLET ABOUT
 SY3311'1 MILE E OF LIBBY POINT LIGHT.  A SPACE LARGE ENOUGH TO SET UP
 SY3311'THE INSTRUMENT WAS LEVELED ON THE SLIDE.  THE STATION MARK COVERS
 SY3311'ABOUT 4 FEET AT HIGH WATER.
 SY3311'
 SY3311'STATION AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS SET
 SY3311'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY3311'
 SY3311'REFERENCE MARK NO.1 IS SET E OF THE STATION AND COVERS ABOUT 6
 SY3311'FEET AT HIGH WATER.
 SY3311
 SY3311                          STATION RECOVERY (1967)
 SY3311
 SY3311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3311'THE STATION AND REFERENCE MARK WERE SEARCHED FOR BUT WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4279 ***********************************************************************
 SY4279  DESIGNATION -  DELTA
 SY4279  PID         -  SY4279
 SY4279  STATE/COUNTY-  WA/KING
 SY4279  USGS QUAD   -  POVERTY BAY (1994)
 SY4279
 SY4279                         *CURRENT SURVEY CONTROL
 SY4279  ___________________________________________________________________
 SY4279* NAD 83(1991)-  47 33 51.07421(N)    122 19 53.98554(W)     ADJUSTED  
 SY4279* NAVD 88     -                                                        
 SY4279  ___________________________________________________________________
 SY4279  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 SY4279  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 SY4279
 SY4279  HORZ ORDER  -  THIRD
 SY4279
 SY4279.The horizontal coordinates were established by classical geodetic methods
 SY4279.and adjusted by the National Geodetic Survey in December 1991..
 SY4279
 SY4279
 SY4279.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4279
 SY4279.The geoid height was determined by GEOID03.
 SY4279
 SY4279;                    North         East     Units Scale Factor Converg.
 SY4279;SPC WA N     -    63,825.102   387,256.591   MT  0.99998864   -1 06 55.9
 SY4279;SPC WA N     -   209,399.52  1,270,524.33   sFT  0.99998864   -1 06 55.9
 SY4279;UTM  10      - 5,268,079.703   550,273.297   MT  0.99963106   +0 29 35.8
 SY4279
 SY4279                          SUPERSEDED SURVEY CONTROL
 SY4279
 SY4279  NAD 83(1986)-  47 33 51.06998(N)    122 19 53.98122(W) AD(       ) 4
 SY4279  NAD 27      -  47 33 51.72000(N)    122 19 49.54700(W) AD(       ) 3
 SY4279
 SY4279.Superseded values are not recommended for survey control.
 SY4279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4279.See file dsdata.txt to determine how the superseded data were derived.
 SY4279
 SY4279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5027368080(NAD 83)
 SY4279
 SY4279  HISTORY     - Date     Condition        Report By
 SY4279  HISTORY     - UNK      MONUMENTED
 SY4279  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY4279
 SY4279                          STATION DESCRIPTION
 SY4279
 SY4279'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SY4279'NOT RECOVERED.  NO DESCRIPTION EXISTS.  MAP PLOT INSUFFICIENT FOR
 SY4279'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1131 ***********************************************************************
 TR1131  DESIGNATION -  DELTA ROCK 2 1907
 TR1131  PID         -  TR1131
 TR1131  STATE/COUNTY-  WA/SKAGIT
 TR1131  USGS QUAD   -  UTSALADY (1968)
 TR1131
 TR1131                         *CURRENT SURVEY CONTROL
 TR1131  ___________________________________________________________________
 TR1131* NAD 83(1991)-  48 21 09.40736(N)    122 28 17.03521(W)     ADJUSTED  
 TR1131* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 TR1131  ___________________________________________________________________
 TR1131  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 TR1131  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 TR1131
 TR1131  HORZ ORDER  -  THIRD
 TR1131
 TR1131.The horizontal coordinates were established by classical geodetic methods
 TR1131.and adjusted by the National Geodetic Survey in December 1991..
 TR1131
 TR1131.The orthometric height was scaled from a topographic map.
 TR1131
 TR1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1131
 TR1131.The geoid height was determined by GEOID03.
 TR1131
 TR1131;                    North         East     Units Scale Factor Converg.
 TR1131;SPC WA N     -   151,680.158   378,609.289   MT  0.99995063   -1 13 10.5
 TR1131;SPC WA N     -   497,637.32  1,242,153.98   sFT  0.99995063   -1 13 10.5
 TR1131;UTM  10      - 5,355,627.913   539,161.765   MT  0.99961884   +0 23 42.0
 TR1131
 TR1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1131!SPC WA N     -   0.99999924  x   0.99995063  =   0.99994987
 TR1131!UTM  10      -   0.99999924  x   0.99961884  =   0.99961809
 TR1131
 TR1131                          SUPERSEDED SURVEY CONTROL
 TR1131
 TR1131  NAD 83(1986)-  48 21 09.41108(N)    122 28 17.03959(W) AD(       ) 3
 TR1131  NAD 27      -  48 21 10.03800(N)    122 28 12.46000(W) AD(       ) 3
 TR1131
 TR1131.Superseded values are not recommended for survey control.
 TR1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1131.See file dsdata.txt to determine how the superseded data were derived.
 TR1131
 TR1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3916255628(NAD 83)
 TR1131
 TR1131  HISTORY     - Date     Condition        Report By
 TR1131  HISTORY     - 1907     MONUMENTED       CGS
 TR1131  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TR1131  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1131  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1131
 TR1131                          STATION DESCRIPTION
 TR1131
 TR1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (RBD)
 TR1131'LARGE ROCK ABOUT 120 FT. HIGH SITUATED ALMOST DUE E (MAGNETIC) OF
 TR1131'HIKA ISLAND.  AT LOW WATER, YOU CAN WALK FROM THIS ROCK TO THE
 TR1131'S SHORE OF THE N FORK OF SKAGIT RIVER.  ON THE TOP OF THIS ROCK,
 TR1131'THE SIGNAL WAS PLACED.  IT IS MARKED BY A 5/8-IN. HOLE 2 IN. DEEP
 TR1131'DRILLED IN ROCK.  IT IS MIDWAY BETWEEN TWO SEAMS RUNNING SW
 TR1131'ACROSS THE ROCK.  IT IS 11.27 M. FROM A SCRAGGY BUSH BEARING SW
 TR1131'BY S.  THERE WERE NO OTHER MEANS OF FURNISHING
 TR1131'IDENTIFICATION MARKS AS THE TOP OF THE HILL WAS BARE WITH THE
 TR1131'EXCEPTION OF A FEW SMALL BUSHES, AND ROCK WAS SHATTERED,
 TR1131'MAKING ATTEMPTS TO CUT ARROWS OR CROSSES IN THE ROCK FUTILE.
 TR1131
 TR1131                          STATION RECOVERY (1924)
 TR1131
 TR1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (HO)
 TR1131'STATION RECOVERED AS DESCRIBED.  A VERY DETAILED SEARCH WAS MADE
 TR1131'OF DELTA ROCK, BUT THE DRILL HOLE MARKING THE STATION WAS NOT
 TR1131'TO BE FOUND.  THIS ROCK IS A CONGLOMERATE AND VERY UNSTABLE.  THE
 TR1131'REFERENCES GIVEN WERE NO LONGER IN EVIDENCE.
 TR1131
 TR1131                          STATION RECOVERY (1939)
 TR1131
 TR1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1131'STATION LOST.  NEW STATION, DELTA ROCK 3 1939, ESTABLISHED ON
 TR1131'ROCK, AND USING MEASURED DISTANCE AND AZIMUTH FROM NEW TO OLD
 TR1131'STATION, IT WAS DEFINITELY DETERMINED THAT STATION IS LOST.
 TR1131
 TR1131                          STATION RECOVERY (1960)
 TR1131
 TR1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1131'A THOROUGH SEARCH WAS NOT MADE FOR THE STATION AS THE 1939
 TR1131'RECOVERY NOTE BY R.W.K. STATES THAT A SHORT TRAVERSE WAS RUN TO
 TR1131'LOCATE THE STATION AND NO DRILL HOLE WAS FOUND.  THE STATION HAS
 TR1131'EVIDENTLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1132 ***********************************************************************
 TR1132  DESIGNATION -  DELTA ROCK 3
 TR1132  PID         -  TR1132
 TR1132  STATE/COUNTY-  WA/SKAGIT
 TR1132  USGS QUAD   -  UTSALADY (1968)
 TR1132
 TR1132                         *CURRENT SURVEY CONTROL
 TR1132  ___________________________________________________________________
 TR1132* NAD 83(1991)-  48 21 09.32894(N)    122 28 17.15584(W)     ADJUSTED  
 TR1132* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 TR1132  ___________________________________________________________________
 TR1132  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 TR1132  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 TR1132
 TR1132  HORZ ORDER  -  SECOND
 TR1132
 TR1132.The horizontal coordinates were established by classical geodetic methods
 TR1132.and adjusted by the National Geodetic Survey in December 1991..
 TR1132
 TR1132.The orthometric height was scaled from a topographic map.
 TR1132
 TR1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1132
 TR1132.The geoid height was determined by GEOID03.
 TR1132
 TR1132;                    North         East     Units Scale Factor Converg.
 TR1132;SPC WA N     -   151,677.789   378,606.755   MT  0.99995063   -1 13 10.6
 TR1132;SPC WA N     -   497,629.55  1,242,145.66   sFT  0.99995063   -1 13 10.6
 TR1132;UTM  10      - 5,355,625.474   539,159.299   MT  0.99961884   +0 23 41.9
 TR1132
 TR1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1132!SPC WA N     -   0.99999924  x   0.99995063  =   0.99994987
 TR1132!UTM  10      -   0.99999924  x   0.99961884  =   0.99961809
 TR1132
 TR1132|---------------------------------------------------------------------|
 TR1132| PID    Reference Object                     Distance      Geod. Az  |
 TR1132|                                                           dddmmss.s |
 TR1132| CF8604 DELTA ROCK 3 RM 2                    11.322 METERS 05021     |
 TR1132| TR1113 LOOKOUT TWR 2 MI SE MT VERNON       APPROX.13.0 KM 0674048.9 |
 TR1132| TR1128 DERRICK                             APPROX.15.1 KM 0844135.3 |
 TR1132| CF8605 DELTA ROCK 3 RM 3                     7.383 METERS 17045     |
 TR1132| CF8603 DELTA ROCK 3 RM 1                     7.402 METERS 17717     |
 TR1132| TR1270 SKAGIT BAY LEANING PILE LEAN        APPROX. 3.1 KM 2342955.5 |
 TR1132| TR1307 GOAT ISLAND ECHO BOARD              APPROX. 3.8 KM 2672915.4 |
 TR1132| TR1312 SWINOMISH CHAN S ENT RNG R LT       APPROX. 8.1 KM 2725119.5 |
 TR1132| TR1140 KAG                                 APPROX. 2.2 KM 2930316.4 |
 TR1132| TR1220 SWINOMISH SLOUGH BEACON 3           APPROX. 4.0 KM 3164844.4 |
 TR1132|---------------------------------------------------------------------|
 TR1132
 TR1132                          SUPERSEDED SURVEY CONTROL
 TR1132
 TR1132  NAD 83(1986)-  48 21 09.33277(N)    122 28 17.16013(W) AD(       ) 2
 TR1132  NAD 27      -  48 21 09.96800(N)    122 28 12.57600(W) AD(       ) 2
 TR1132
 TR1132.Superseded values are not recommended for survey control.
 TR1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1132.See file dsdata.txt to determine how the superseded data were derived.
 TR1132
 TR1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3915955625(NAD 83)
 TR1132_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1132_SETTING: 66 = SET IN ROCK OUTCROP
 TR1132_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1132+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2003
 TR1132
 TR1132  HISTORY     - Date     Condition        Report By
 TR1132  HISTORY     - 1939     MONUMENTED       CGS
 TR1132  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1132  HISTORY     - 1980     GOOD             NOS
 TR1132  HISTORY     - 20030926 GOOD             INDIV
 TR1132
 TR1132                          STATION DESCRIPTION
 TR1132
 TR1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1132'ON THE E SHORE OF SKAGIT BAY, ABOUT 1-1/4 MI. E-SE OF IKA ISLAND,
 TR1132'AND ON THE HIGHEST POINT OF A 90-FT. LONE ROCKY HILL.
 TR1132'
 TR1132'STATION IS MARKED, AS DESCRIBED IN NOTE 2A, BY A STANDARD DISK,
 TR1132'STAMPED DELTA ROCK 3 1939 AND CEMENTED INTO A DRILL HOLE IN BEDROCK.
 TR1132'
 TR1132'REFERENCE MARKS ARE STANDARD BRONZE DISKS, WEDGED IN DRILL HOLES
 TR1132'IN BEDROCK, AS DESCRIBED IN NOTE 12A.
 TR1132
 TR1132                          STATION RECOVERY (1960)
 TR1132
 TR1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1132'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1132'CONDITION AS DESCRIBED.  THE STATION IS A STANDARD STATION MARK
 TR1132'DISK STAMPED DELTA ROCK 1939 INSTEAD OF DELTA ROCK 3 1939 CEMENTED
 TR1132'INTO A DRILL HOLE IN THE BEDROCK.
 TR1132'
 TR1132'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED NO 1 1939
 TR1132'CEMENTED INTO A DRILL HOLE IN THE BEDROCK ABOUT 4 FEET LOWER THAN
 TR1132'THE STATION.
 TR1132'
 TR1132'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED NO 2 1939
 TR1132'CEMENTED INTO A DRILL HOLE IN BEDROCK.
 TR1132
 TR1132                          STATION RECOVERY (1980)
 TR1132
 TR1132'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 TR1132'THE STATION AND REFERENCE MARK 2 WERE RECOVERED. THE NUMBER 3 WAS
 TR1132'STAMPED ON THE STATION DISK AT THIS TIME. REFERENCE MARK 1 IS
 TR1132'DESTROYED AS ONLY THE DRILL HOLE IN THE BEDROCK REMAINS.
 TR1132'REFERENCE MARK 3 WAS SET AT THIS TIME.
 TR1132'
 TR1132'THE STATION IS LOCATED ABOUT 4.4 KILOMETERS EAST OF THE TOWN OF
 TR1132'LACONNER, ABOUT 2.4 KILOMETERS EAST-SOUTHEAST IKA ISLAND, ABOUT 0.
 TR1132'6 KILOMETER SOUTH OF THE NORTH FORK OF THE SKAGIT RIVER, ON THE
 TR1132'NORTHEAST SHORE OF SKAGIT BAY, ON TOP OF CRAFT ISLAND, A LONE,
 TR1132'ROCKY HILL AND ABOUT 28 METERS IN ELEVATION.
 TR1132'
 TR1132'TO REACH THE STATION FROM THE WEST END OF THE HIGHWAY BRIDGE OVER
 TR1132'THE SOUTH FORK OF THE SKAGIT RIVER IN CONWAY, GO WEST ON THE MAIN
 TR1132'HIGHWAY, FIR ISLAND ROAD FOR 5.3 KILOMETERS(3.3 MILES), TURN
 TR1132'RIGHT, CONTINUE NORTH ON FIR ISLAND ROAD FOR 1.6 KILOMETERS(1.0
 TR1132'MILES), TURN LEFT ON RAWLINS ROAD, 2.9 KILOMETERS(1.8 MILES) TO
 TR1132'THE END OF THE ROAD AT A DIKE. PACK WEST, NORTHWEST AND SOUTHWEST
 TR1132'ALONG A TRAIL THROUGH A MARSHY AREA TO THE TOP OF THE LONE ROCKY
 TR1132'HILL AND THE STATION. ABOUT A 20 MINUTE PACK.
 TR1132'
 TR1132'THE STATION IS A STANDARD CGS DISK
 TR1132'STAMPED---DELTA ROCK 3 1939---,
 TR1132'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 TR1132'ON THE TOP OF THE ROCKY HILL.
 TR1132'
 TR1132'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 TR1132'STAMPED---NO 2 1939---,
 TR1132'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 TR1132'11.3 METERS (37 FT) NORTHEAST FROM THE TOP OF THE ROCKY HILL AND
 TR1132'IN THE BARE BEDROCK.
 TR1132'MARK IS BELOW THE STATION 0.5 METER.
 TR1132'
 TR1132'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 TR1132'STAMPED---DELTA ROCK 3 1939 NO 3 1980---,
 TR1132'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 TR1132'8.1 METERS (26 FT) SOUTH FROM THE TOP OF THE ROCKY HILL , IN A
 TR1132'DRILL HOLE IN A DEPRESSION IN THE BEDROCK, ABOUT 2 CM. BELOW THE
 TR1132'SURFACE OF THE GROUND.
 TR1132'MARK IS BELOW STATION 1.7 METERS.
 TR1132'
 TR1132'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.37 METERS.
 TR1132
 TR1132                          STATION RECOVERY (2003)
 TR1132
 TR1132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JEE)
 TR1132'FOUND STATION MARKER DELTA ROCK 3 1939, REFERENCE MARK 2, AND
 TR1132'REFERENCE MARK 3, ALL IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0942 ***********************************************************************
 TP0942  DESIGNATION -  DENMAN
 TP0942  PID         -  TP0942
 TP0942  STATE/COUNTY-  WA/STEVENS
 TP0942  USGS QUAD   -  MARCUS (1979)
 TP0942
 TP0942                         *CURRENT SURVEY CONTROL
 TP0942  ___________________________________________________________________
 TP0942* NAD 83(1991)-  48 40 59.26892(N)    118 00 22.84597(W)     ADJUSTED  
 TP0942* NAVD 88     -       662.6    (meters)    2174.     (feet)  VERTCON   
 TP0942  ___________________________________________________________________
 TP0942  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 TP0942  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 TP0942
 TP0942  HORZ ORDER  -  SECOND
 TP0942
 TP0942.The horizontal coordinates were established by classical geodetic methods
 TP0942.and adjusted by the National Geodetic Survey in December 1991..
 TP0942
 TP0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0942
 TP0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0942
 TP0942.The geoid height was determined by GEOID03.
 TP0942
 TP0942;                    North         East     Units Scale Factor Converg.
 TP0942;SPC WA N     -   190,963.609   708,116.043   MT  0.99999095   +2 06 17.1
 TP0942;SPC WA N     -   626,519.77  2,323,210.72   sFT  0.99999095   +2 06 17.1
 TP0942;UTM  11      - 5,392,720.444   425,927.994   MT  0.99966741   -0 45 21.1
 TP0942
 TP0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0942!SPC WA N     -   0.99989888  x   0.99999095  =   0.99988983
 TP0942!UTM  11      -   0.99989888  x   0.99966741  =   0.99956633
 TP0942
 TP0942|---------------------------------------------------------------------|
 TP0942| PID    Reference Object                     Distance      Geod. Az  |
 TP0942|                                                           dddmmss.s |
 TP0942| CF1332 DENMAN RM 1                           4.334 METERS 26000     |
 TP0942| TP0949 KELLEY                              APPROX. 6.6 KM 2871845.8 |
 TP0942|---------------------------------------------------------------------|
 TP0942
 TP0942                          SUPERSEDED SURVEY CONTROL
 TP0942
 TP0942  NAD 83(1986)-  48 40 59.27013(N)    118 00 22.84462(W) AD(       ) 2
 TP0942  NAD 27      -  48 40 59.61200(N)    118 00 18.90100(W) AD(       ) 2
 TP0942  NGVD 29 (07/19/86)  661.4    (m)         2170.     (f) VERT ANG       
 TP0942
 TP0942.Superseded values are not recommended for survey control.
 TP0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0942.See file dsdata.txt to determine how the superseded data were derived.
 TP0942
 TP0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP2592892720(NAD 83)
 TP0942_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0942_SETTING: 66 = SET IN ROCK OUTCROP
 TP0942_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0942
 TP0942  HISTORY     - Date     Condition        Report By
 TP0942  HISTORY     - 1936     MONUMENTED       BOR
 TP0942
 TP0942                          STATION DESCRIPTION
 TP0942
 TP0942'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0942'LOCATED IN THE NE 1/4 SEC. 27, T. 37 N., R. 38 E. WM, APPROXIMATELY
 TP0942'1,000 FEET SE OF 1/4 SEC. 22/27, IN AN OPEN SPACE ON A NW SLOPE,
 TP0942'ON A ROCK OUTCROP, ABOUT WHICH STAND SEVERAL LARGE DEAD SNAGS.
 TP0942'
 TP0942'TO REACH STATION FROM MARCUS POST OFFICE, GO N ON STATE HIGHWAY
 TP0942'22.  AT 0.6 CROSS RAILROAD, KEEP STRAIGHT AHEAD.  AT 3.75 TURN
 TP0942'RIGHT OFF HIGHWAY AND UP STEEP SIDEHILL ROAD.  AT 4.00 TAKE LEFT
 TP0942'FORK.  AT 4.15 TAKE RIGHT FORK UPHILL.  AT 4.2 TURN LEFT AND NOTE
 TP0942'ROAD COMING IN FROM RIGHT.  AT 4.35 CROSS WEAK BRIDGE.  AT 4.4
 TP0942'LEAVE CAR AT OLD SAWMILL SITE AND PROCEED SE UP TRAIL ON FOOT,
 TP0942'PASS SMALL CLEARING AND PT. NR. 1/4 SEC. 22/27 ABOUT HALFWAY
 TP0942'AND CONTINUE OVER WINDFALLS UP ALONG ROCK OUTCROP TO STATION.
 TP0942'
 TP0942'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20,
 TP0942'RESPECTIVELY.
 TP0942'
 TP0942'HEIGHT OF STAND ABOVE STATION MARK 1.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1821 ***********************************************************************
 SY1821  DESIGNATION -  DENNIE AHL LOOKOUT TOWER 1954
 SY1821  PID         -  SY1821
 SY1821  STATE/COUNTY-  WA/MASON
 SY1821  USGS QUAD   -  LIGHTNING PEAK (1990)
 SY1821
 SY1821                         *CURRENT SURVEY CONTROL
 SY1821  ___________________________________________________________________
 SY1821* NAD 83(1991)-  47 24 05.41817(N)    123 16 05.90327(W)     ADJUSTED  
 SY1821* NAVD 88     -       612.     (meters)    2008.     (feet)  SCALED    
 SY1821  ___________________________________________________________________
 SY1821  LAPLACE CORR-          -7.11  (seconds)                    DEFLEC99
 SY1821  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SY1821
 SY1821  HORZ ORDER  -  SECOND
 SY1821
 SY1821.The horizontal coordinates were established by classical geodetic methods
 SY1821.and adjusted by the National Geodetic Survey in December 1991..
 SY1821
 SY1821.The orthometric height was scaled from a topographic map.
 SY1821
 SY1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1821
 SY1821.The geoid height was determined by GEOID03.
 SY1821
 SY1821;                    North         East     Units Scale Factor Converg.
 SY1821;SPC WA S     -   233,555.896   291,075.624   MT  1.00001632   -2 00 39.2
 SY1821;SPC WA S     -   766,257.97    954,970.61   sFT  1.00001632   -2 00 39.2
 SY1821;UTM  10      - 5,249,818.374   479,755.163   MT  0.99960504   -0 11 51.0
 SY1821
 SY1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1821!SPC WA S     -   0.99990736  x   1.00001632  =   0.99992367
 SY1821!UTM  10      -   0.99990736  x   0.99960504  =   0.99951243
 SY1821
 SY1821                          SUPERSEDED SURVEY CONTROL
 SY1821
 SY1821  NAD 83(1986)-  47 24 05.41543(N)    123 16 05.91103(W) AD(       ) 2
 SY1821  NAD 27      -  47 24 06.08400(N)    123 16 01.34300(W) AD(       ) 2
 SY1821
 SY1821.Superseded values are not recommended for survey control.
 SY1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1821.See file dsdata.txt to determine how the superseded data were derived.
 SY1821
 SY1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT7975549818(NAD 83)
 SY1821
 SY1821  HISTORY     - Date     Condition        Report By
 SY1821  HISTORY     - 1954     MONUMENTED       CGS
 SY1821  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1821
 SY1821                          STATION DESCRIPTION
 SY1821
 SY1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY1821'THE STATION IS ON THE SUMMIT OF DENNIE AHL HILL, ABOUT 15 MILES
 SY1821'NORTH-NORTHWEST OF SHELTON, 6 MILES WEST OF HOODSPORT AND 2-1/2
 SY1821'MILES SOUTHWEST OF THE DAM AT THE SOUTH END OF CUSHMAN LAKE.  IT
 SY1821'IS 60.7 FEET SOUTHEAST OF TRIANGULATION STATION DENNIE (USGS).
 SY1821'
 SY1821'THE STATION IS THE CENTER OF THE U.S. FOREST SERVICE LOOKOUT
 SY1821'TOWER.  THE TOWER CONSISTS OF A SQUARE, WOODEN CABIN SURMOUNTED
 SY1821'ON A FOUR-LEGGED, WOODEN FRAMEWORK.  IT IS APPROXIMATELY 50 FEET
 SY1821'IN HEIGHT.
 SY1821
 SY1821                          STATION RECOVERY (1967)
 SY1821
 SY1821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1821'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1820 ***********************************************************************
 SY1820  DESIGNATION -  DENNIE RESET
 SY1820  PID         -  SY1820
 SY1820  STATE/COUNTY-  WA/MASON
 SY1820  USGS QUAD   -  LIGHTNING PEAK (1990)
 SY1820
 SY1820                         *CURRENT SURVEY CONTROL
 SY1820  ___________________________________________________________________
 SY1820* NAD 83(1991)-  47 24 05.00292(N)    123 16 05.26735(W)     ADJUSTED  
 SY1820* NAVD 88     -       612.6    (meters)    2010.     (feet)  VERTCON   
 SY1820  ___________________________________________________________________
 SY1820  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 SY1820  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SY1820
 SY1820  HORZ ORDER  -  SECOND
 SY1820
 SY1820.The horizontal coordinates were established by classical geodetic methods
 SY1820.and adjusted by the National Geodetic Survey in December 1991..
 SY1820
 SY1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1820
 SY1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1820
 SY1820.The geoid height was determined by GEOID03.
 SY1820
 SY1820;                    North         East     Units Scale Factor Converg.
 SY1820;SPC WA S     -   233,542.612   291,088.500   MT  1.00001629   -2 00 38.7
 SY1820;SPC WA S     -   766,214.39    955,012.85   sFT  1.00001629   -2 00 38.7
 SY1820;UTM  10      - 5,249,805.509   479,768.448   MT  0.99960503   -0 11 50.5
 SY1820
 SY1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1820!SPC WA S     -   0.99990728  x   1.00001629  =   0.99992357
 SY1820!UTM  10      -   0.99990728  x   0.99960503  =   0.99951234
 SY1820
 SY1820|---------------------------------------------------------------------|
 SY1820| PID    Reference Object                     Distance      Geod. Az  |
 SY1820|                                                           dddmmss.s |
 SY1820| DD9591 DENNIE RM 1                           7.147 METERS 11718     |
 SY1820| DD9593 DENNIE RM 3                           8.310 METERS 11759     |
 SY1820| SY1733 SHELTON SIMPSON PWR PLANT STK       APPROX.25.2 KM 1484712.6 |
 SY1820| SY1811 SHELTON PRISON TANK                 APPROX.18.9 KM 1635202.0 |
 SY1820| DD9594 DENNIE RM 4                           8.535 METERS 21439     |
 SY1820| DD9592 DENNIE RM 2                           7.776 METERS 21953     |
 SY1820| SY1821 DENNIE AHL LOOKOUT TOWER 1954        18.500 METERS 31353     |
 SY1820| DD9590 DENNIE AZ MK                                       3455617.1 |
 SY1820|---------------------------------------------------------------------|
 SY1820
 SY1820                          SUPERSEDED SURVEY CONTROL
 SY1820
 SY1820  NAD 83(1986)-  47 24 05.00018(N)    123 16 05.27511(W) AD(       ) 2
 SY1820  NAD 27      -  47 24 05.66900(N)    123 16 00.70700(W) AD(       ) 2
 SY1820  NGVD 29 (07/19/86)  611.5    (m)         2006.     (f) VERT ANG       
 SY1820
 SY1820.Superseded values are not recommended for survey control.
 SY1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1820.See file dsdata.txt to determine how the superseded data were derived.
 SY1820
 SY1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT7976849806(NAD 83)
 SY1820_MARKER: Z = SEE DESCRIPTION
 SY1820_SETTING: 0 = UNSPECIFIED SETTING
 SY1820
 SY1820  HISTORY     - Date     Condition        Report By
 SY1820  HISTORY     - 1954     MONUMENTED       USGS
 SY1820  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1820  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY1820
 SY1820                          STATION DESCRIPTION
 SY1820
 SY1820'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (RAG)
 SY1820'THE STATION IS ABOUT 15 MILES NORTH-NORTHWEST OF SHELTON, 6 MILES
 SY1820'WEST OF HOODSPORT AND 2-1/2 MILES SOUTHWEST OF THE DAM AT THE SOUTH
 SY1820'END OF LAKE CUSHMAN.  IT IS ON THE SUMMIT OF DENNIE AHL HILL AND ON
 SY1820'THE SOUTHEAST SIDE OF THE FOREST SERVICE LOOKOUT TOWER.
 SY1820'
 SY1820'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND THE
 SY1820'LAKE CUSHMAN ROAD IN HOODSPORT GO WESTERLY ON THE LAKE CUSHMAN
 SY1820'ROAD FOR 4.0 MILES TO A FORK.  TAKE THE LEFT FORK, AS PER SIGN 1/2
 SY1820'CUSHMAN DAM, AND CONTINUE FOR 0.2 MILE TO A FORK.  TAKE THE LEFT
 SY1820'FORK FOR 0.25 MILE TO A FORK.  KEEP THE LEFT FORK AND GO DOWN
 SY1820'HILL FOR 0.15 MILE TO A CHAIN GATE.  PASS THROUGH THE GATE AND
 SY1820'CONTINUE FOR 0.05 MILE TO A FORK.  TURN SHARPLY TO THE LEFT AND
 SY1820'FOLLOW THE ROAD ACROSS THE DAM FOR 0.2 MILE TO THE SOUTH END OF
 SY1820'THE DAM.  CONTINUE ON THE ROAD FOR 1.3 MILES TO A
 SY1820'CROSSROAD.  MAKE A SHARP TURN TO THE LEFT AND CONTINUE 3.7
 SY1820'MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT.  THEN TAKE THE
 SY1820'RIGHT FORK AND CONTINUE FOR 1.5 MILES ON THE MAIN ROAD TO A
 SY1820'FORK AT SIGN DENNIE AHL 4.  TURN RIGHT AND CONTINUE FOR
 SY1820'3.0 MILES TO A FORK AT SIGN DENNIE AHL 1.5.  (AT THIS POINT
 SY1820'CONTINUE STRAIGHT AHEAD, RIGHT FORK, TO REACH THE AZIMUTH MARK,
 SY1820'SEE BELOW).  TURN SHARPLY TO THE LEFT AND GO 1.5 MILES TO THE
 SY1820'LOOKOUT TOWER AND STATION.
 SY1820'
 SY1820'THE STATION MARK IS A STANDARD U. S. GEOLOGICAL SURVEY BENCH MARK
 SY1820'SET IN AN 8-INCH DIAMETER CONCRETE POST PROJECTING 2 INCHES ABOVE
 SY1820'THE GROUND.  THE DISK IS STAMPED DENNIE 1952.  IT IS 6 FEET EAST
 SY1820'OF THE FLAG POLE.
 SY1820'
 SY1820'REFERENCE MARK 1, STAMPED RM 1, IS A STANDARD USGS DISK SET IN AN
 SY1820'8-INCH DIAMETER CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 SY1820'GROUND.  IT IS AT THE EAST EDGE OF THE SUMMIT.
 SY1820'
 SY1820'REFERENCE MARK 2, STAMPED RM 2, IS A STANDARD USGS DISK SET IN AN
 SY1820'8-INCH DIAMETER CONCRETE POST PROJECTING 9 INCHES ABOVE THE
 SY1820'GROUND.  IT IS AT THE SOUTH EDGE OF THE SUMMIT.
 SY1820'
 SY1820'THE AZIMUTH MARK IS A STANDARD USC AND GS DISK, STAMPED DENNIE
 SY1820'USGS 1954, SET IN A 1-FOOT SQUARE CONCRETE POST PROJECTING 8 INCHES
 SY1820'ABOVE THE GROUND.  IT IS ON THE TOP OF A SMALL, DIRT MOUND, 45 FEET
 SY1820'SOUTHEAST OF THE CENTERLINE OF AN ABANDONED LOGGING ROAD AND 20.8
 SY1820'FEET SOUTHEAST OF THE CENTER OF A DEEP DITCH THAT PARALLELS THE
 SY1820'ROAD.  THE MOUND IS ABOUT 10 FEET HIGH.
 SY1820'
 SY1820'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW THE ROAD DOWN
 SY1820'HILL FOR 1.5 MILES TO A ROAD INTERSECTION.  CONTINUE STRAIGHT
 SY1820'AHEAD, LEFT FORK, FOR 0.3 MILE TO A LOGGING ROAD ON THE LEFT.  KEEP
 SY1820'RIGHT, ON THE MAIN ROAD, FOR APPROXIMATELY 50 FEET TO A SECOND
 SY1820'LOGGING ROAD ON THE LEFT, WHICH IS PARTLY GROWN OVER AND
 SY1820'DIFFICULT TO DETECT AT ITS BEGINNING.  TURN LEFT ON THIS
 SY1820'ABANDONED ROAD AND CONTINUE ALONG IT FOR 0.25 MILE TO THE
 SY1820'AZIMUTH MARK ON THE RIGHT.
 SY1820
 SY1820                          STATION RECOVERY (1967)
 SY1820
 SY1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1820'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 SY1820'AS DESCRIBED IN 1954.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 SY1820'
 SY1820'THE STATION MARK A STANDARD U.S.G.S. BENCH MARK DISK IS STAMPED
 SY1820'TRIANG STA DENNIE 1952, 6 FEET EAST OF THE CENTER OF A CONCRETE
 SY1820'BASE THAT ORIGINALLY SUPPORTED A FLAGPOLE.
 SY1820
 SY1820                          STATION RECOVERY (1972)
 SY1820
 SY1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SY1820'THE CONCRETE POSTS WHICH HELD THE STATION MARK AND BOTH REFERENCE
 SY1820'MARKS WERE RECOVERED WITH THE TOPS BROKEN OFF AND THE DISKS
 SY1820'MISSING.  THE VICINITY OF THE AZIMUTH MARK WAS VISITED.  TIMBER
 SY1820'WOULD NOW OBSTRUCT THE LINE TO THE STATION, SO AN EXTENSIVE SEARCH
 SY1820'WAS NOT MADE.  THE CENTERS OF WHAT REMAINED OF THE REFERENCE
 SY1820'MARKS WERE MEASURED AND THE ANGLE BETWEEN TURNED FROM THE CENTER
 SY1820'OF WHAT REMAINED OF THE STATION MARK.  A NEW STATION MARK,
 SY1820'UNDERGROUND MARK AND TWO REFERENCE MARKS WERE ESTABLISHED.
 SY1820'OBSERVATIONS TO THE CENTERS OF THE ORIGINAL R.M. POSTS
 SY1820'INDICATE THE NEW STATION MARK TO BE WITHIN ONE TENTH FOOT OF
 SY1820'THE ORIGINAL POSITION.  POSITION WAS ALSO CHECKED BY
 SY1820'OBSERVATIONS TO SOUTH MTN AND DOW.
 SY1820'
 SY1820'THE STATION IS ABOUT 16 MILES NORTHWEST OF SHELTON, 6 MILES WEST
 SY1820'OF HOODSPORT AND ON THE SUMMIT OF DENNIE AHL HILL, AT THE FORMER
 SY1820'SITE OF A LOOKOUT TOWER.
 SY1820'
 SY1820'TO REACH FROM THE INTERSECTION 1/2 BLOCK EAST OF THE POST OFFICE
 SY1820'IN HOODSPORT, GO SOUTH ON U.S. HIGHWAY 101 FOR 7.3 MILES TO
 SY1820'BOURGAULT ROAD (WHICH IS ABOUT 8 MILES NORTH OF SHELTON), TURN
 SY1820'RIGHT AND GO WEST ON BOURGAULT ROAD FOR 0.45 MILE TO A
 SY1820'T-INTERSECTION, TURN RIGHT AND GO 4.9 MILES TO A Y, KEEP RIGHT
 SY1820'AND FOLLOW THE ROAD UPHILL 2.3 MILES TO A ROAD RIGHT, TURN RIGHT
 SY1820'AND FOLLOW FOREST SERVICE ROAD NO. 2202 FOR 3.5 MILES, KEEP
 SY1820'LEFT FORK 1.3 MILES, KEEP RIGHT AS PER SIGN CUSHMAN DAM 5, GO
 SY1820'3.75 MILES, KEEP LEFT 0.85 MILE TO A CROSSROAD IN A SADDLE,
 SY1820'TURN LEFT AND GO 1.0 MILE, KEEP LEFT 0.3 MILE, KEEP RIGHT AND
 SY1820'GO 1.4 MILES TO THE SUMMIT OF THE HILL AND THE STATION.
 SY1820'
 SY1820'THE STATION MARK, STAMPED DENNIE USGS 1954 1972, IS A STANDARD
 SY1820'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, ON THE
 SY1820'EASTERN PART OF THE SUMMIT, 2 FEET EAST OF THE EAST CORNER OF AN
 SY1820'8-FOOT SQUARE CONCRETE SLAB WHICH PROJECTS 2 INCHES, 25 FEET WEST
 SY1820'OF A SIMILAR 6-FOOT SQUARE SLAB AND 1 FOOT NORTHEAST OF A METAL
 SY1820'WITNESS POST.
 SY1820'
 SY1820'REFERENCE MARK NO. 3, STAMPED DENNIE USGS NO 3 1954 1972, IS A
 SY1820'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1
 SY1820'INCH.  IT IS 24.5 FEET SOUTH OF THE CENTER OF THE 6-FOOT SLAB AND
 SY1820'3 FEET SOUTH OF A FOOT PATH ON THE EASTERN PART OF THE SUMMIT.
 SY1820'
 SY1820'REFERENCE MARK NO. 4, STAMPED DENNIE USGS 1954 NO 4 1972, IS A
 SY1820'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1
 SY1820'INCH.  IT IS 20 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 SY1820'THE 8-FOOT SQUARE CONCRETE SLAB.  ON THE SOUTHWEST SIDE OF THE
 SY1820'SUMMIT AND AT THE POINT WHERE THE SUMMIT BEGINS TO SLOPE TO THE
 SY1820'SOUTHWEST.
 SY1820'
 SY1820'OBJECTS LISTED IN THE BOX SCORE WILL SERVE AS THE AZIMUTH MARK.
 SY1820'
 SY1820'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1820'16 MILES NORTHWEST OF SHELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0872 ***********************************************************************
 TO0872  DESIGNATION -  DENNY
 TO0872  PID         -  TO0872
 TO0872  STATE/COUNTY-  WA/STEVENS
 TO0872  USGS QUAD   -  CHINA BEND (1969)
 TO0872
 TO0872                         *CURRENT SURVEY CONTROL
 TO0872  ___________________________________________________________________
 TO0872* NAD 83(1991)-  48 50 06.66646(N)    117 56 59.26144(W)     ADJUSTED  
 TO0872* NAVD 88     -       740.8    (meters)    2430.     (feet)  VERTCON   
 TO0872  ___________________________________________________________________
 TO0872  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 TO0872  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TO0872
 TO0872  HORZ ORDER  -  SECOND
 TO0872
 TO0872.The horizontal coordinates were established by classical geodetic methods
 TO0872.and adjusted by the National Geodetic Survey in December 1991..
 TO0872
 TO0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0872
 TO0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0872
 TO0872.The geoid height was determined by GEOID03.
 TO0872
 TO0872;                    North         East     Units Scale Factor Converg.
 TO0872;SPC WA N     -   208,015.563   711,643.843   MT  1.00002075   +2 08 48.7
 TO0872;SPC WA N     -   682,464.39  2,334,784.84   sFT  1.00002075   +2 08 48.7
 TO0872;UTM  11      - 5,409,569.280   430,301.100   MT  0.99965968   -0 42 54.2
 TO0872
 TO0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0872!SPC WA N     -   0.99988659  x   1.00002075  =   0.99990734
 TO0872!UTM  11      -   0.99988659  x   0.99965968  =   0.99954631
 TO0872
 TO0872:                Primary Azimuth Mark                     Grid Az
 TO0872:SPC WA N     -  O TOOLE                                  118 58 49.7
 TO0872:UTM  11      -  O TOOLE                                  121 50 32.6
 TO0872
 TO0872|---------------------------------------------------------------------|
 TO0872| PID    Reference Object                     Distance      Geod. Az  |
 TO0872|                                                           dddmmss.s |
 TO0872| TO0876 O TOOLE                             APPROX. 5.7 KM 1210738.4 |
 TO0872| CF1333 DENNY RM 1                           18.486 METERS 26748     |
 TO0872| TO0877 FLAG IS 1936                        APPROX. 3.0 KM 2801759.6 |
 TO0872|---------------------------------------------------------------------|
 TO0872
 TO0872                          SUPERSEDED SURVEY CONTROL
 TO0872
 TO0872  NAD 83(1986)-  48 50 06.66664(N)    117 56 59.25907(W) AD(       ) 2
 TO0872  NAD 27      -  48 50 07.00800(N)    117 56 55.30100(W) AD(       ) 2
 TO0872  NGVD 29 (07/19/86)  739.6    (m)         2427.     (f) VERT ANG       
 TO0872
 TO0872.Superseded values are not recommended for survey control.
 TO0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0872.See file dsdata.txt to determine how the superseded data were derived.
 TO0872
 TO0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ3030109569(NAD 83)
 TO0872_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0872_SETTING: 66 = SET IN ROCK OUTCROP
 TO0872_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TO0872
 TO0872  HISTORY     - Date     Condition        Report By
 TO0872  HISTORY     - 1936     MONUMENTED       BOR
 TO0872
 TO0872                          STATION DESCRIPTION
 TO0872
 TO0872'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0872'LOCATED IN SW 1/4 SEC. 35, T. 39 N., R. 38 E. WM, APPROXIMATELY
 TO0872'500 FEET E OF SECTION LINE 34-35, ON THE NE EDGE OF THE MOST N
 TO0872'OF A SUCCESSION OF LIMESTONE OUTCROPS.  THE OUTCROP THE STATION
 TO0872'IS ON IS THE HIGHEST OF THE SERIES BUT IS NOT PROMINENT.  THE
 TO0872'TERRAIN SLOPES AWAY TO NE RATHER SHARPLY FROM THE STATION.
 TO0872'
 TO0872'TO REACH STATION FROM THE W END OF KETTLE FALLS BRIDGE, GO N
 TO0872'ON U.S. HIGHWAY 395.  AT 3.15 TURN RIGHT ON DIRT ROAD.  AT 4.0
 TO0872'PASS SAWMILL.  KEEP TO RIGHT ON RIVER ROAD.  AT 4.5 CROSS
 TO0872'BRIDGE.  AT 5.5 THROUGH UNDERPASS.  AT 6.1 TURN RIGHT AT N END
 TO0872'OF BRIDGE.  AT 14.0 ROAD JUNCTION OPPOSITE BOSSBURG, FOLLOW UP
 TO0872'RIVER ROAD TO RIGHT ACROSS SMALL BRIDGE.  20.4 ROAD JUNCTION
 TO0872'WITH KELLY HILL ROAD, FOLLOW RIVER ROAD.  AT 20.55 TAKE LEFT
 TO0872'FORK UP SIDE OF DRAW.  AT 21.0 TAKE RIGHT FORK UP HILL.  AT
 TO0872'21.6 GO THROUGH WOOD GATE, KEEP RIGHT, AND GO THROUGH
 TO0872'SECOND GATE.  21.75 GO THROUGH GATE, TURN LEFT IN BARNYARD,
 TO0872'THROUGH GATE AND UP LANE.  22.5 PASS DESERTED CABIN.  22.7
 TO0872'WIRE GATE.  AT 22.9 POLE GATE AND TURN SHARP LEFT.  23.0 PASS
 TO0872'FARMHOUSE, UP THROUGH BARNYARD AND LANE.  LEAVE CAR AT
 TO0872'END OF LANE AND HIKE N ABOUT 250 YARDS TO STATION.
 TO0872'
 TO0872'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20,
 TO0872'RESPECTIVELY.
 TO0872'
 TO0872'HEIGHT OF STAND ABOVE STATION MARK 3.01 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1248 ***********************************************************************
 SX1248  DESIGNATION -  DENNY
 SX1248  PID         -  SX1248
 SX1248  STATE/COUNTY-  WA/KING
 SX1248  USGS QUAD   -  SNOQUALMIE PASS (1989)
 SX1248
 SX1248                         *CURRENT SURVEY CONTROL
 SX1248  ___________________________________________________________________
 SX1248* NAD 83(1991)-  47 25 24.64250(N)    121 25 45.54510(W)     ADJUSTED  
 SX1248* NAVD 88     -       928.     (meters)    3045.     (feet)  SCALED    
 SX1248  ___________________________________________________________________
 SX1248  LAPLACE CORR-          10.03  (seconds)                    DEFLEC99
 SX1248  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 SX1248
 SX1248  HORZ ORDER  -  SECOND
 SX1248
 SX1248.The horizontal coordinates were established by classical geodetic methods
 SX1248.and adjusted by the National Geodetic Survey in December 1991..
 SX1248
 SX1248.The orthometric height was scaled from a topographic map.
 SX1248
 SX1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1248
 SX1248.The geoid height was determined by GEOID03.
 SX1248
 SX1248;                    North         East     Units Scale Factor Converg.
 SX1248;SPC WA N     -    47,261.266   455,030.974   MT  1.00001515   -0 26 37.4
 SX1248;SPC WA N     -   155,056.34  1,492,880.79   sFT  1.00001515   -0 26 37.4
 SX1248;SPC WA S     -   232,749.064   429,880.317   MT  1.00002189   -0 40 30.2
 SX1248;SPC WA S     -   763,610.89  1,410,365.67   sFT  1.00002189   -0 40 30.2
 SX1248;UTM  10      - 5,253,425.029   618,463.911   MT  0.99977246   +1 09 24.3
 SX1248
 SX1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1248!SPC WA N     -   0.99985763  x   1.00001515  =   0.99987278
 SX1248!SPC WA S     -   0.99985763  x   1.00002189  =   0.99987952
 SX1248!UTM  10      -   0.99985763  x   0.99977246  =   0.99963013
 SX1248
 SX1248:                Primary Azimuth Mark                     Grid Az
 SX1248:SPC WA N     -  SNOQUALMIE                               014 14 09.0
 SX1248:SPC WA S     -  SNOQUALMIE                               014 28 01.8
 SX1248:UTM  10      -  SNOQUALMIE                               012 38 07.3
 SX1248
 SX1248|---------------------------------------------------------------------|
 SX1248| PID    Reference Object                     Distance      Geod. Az  |
 SX1248|                                                           dddmmss.s |
 SX1248| SX1253 SNOQUALMIE                          APPROX. 4.1 KM 0134731.6 |
 SX1248| CF4279 DENNY RM                             11.430 METERS 03447     |
 SX1248| CF4280 DENNY WM 1                                         16532     |
 SX1248| CF4281 DENNY WM 2                                         22522     |
 SX1248| CF4282 DENNY WM 3                                         29533     |
 SX1248|---------------------------------------------------------------------|
 SX1248
 SX1248                          SUPERSEDED SURVEY CONTROL
 SX1248
 SX1248  NAD 83(1986)-  47 25 24.63420(N)    121 25 45.53819(W) AD(       ) 2
 SX1248  NAD 27      -  47 25 25.21900(N)    121 25 41.20800(W) AD(       ) 2
 SX1248
 SX1248.Superseded values are not recommended for survey control.
 SX1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1248.See file dsdata.txt to determine how the superseded data were derived.
 SX1248
 SX1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT1846453425(NAD 83)
 SX1248
 SX1248  HISTORY     - Date     Condition        Report By
 SX1248  HISTORY     - 1937     MONUMENTED       WAGS
 SX1248
 SX1248                          STATION DESCRIPTION
 SX1248
 SX1248'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1248'THIS STATION IS SITUATED ON A LEDGE ABOUT 600 FEET ABOVE THE
 SX1248'U.S. HIGHWAY 10, PAVED (SNOQUALMIE PASS) AND ABOUT 150 YARDS E
 SX1248'OF THE CURVE OF THE ROAD APPROXIMATELY 21 MILES E OF NORTH BEND,
 SX1248'AND ABOUT 300 YARDS S OF A SIDE ROAD ON THE LEFT SIDE OF THE
 SX1248'HIGHWAY LEADING TO THE DENNY CREEK FOREST CAMP.
 SX1248'
 SX1248'TO REACH THIS STATION RUN E ON U.S. HIGHWAY 10 (SNOQUALMIE PASS
 SX1248'HIGHWAY) TO CAMP MASON, 12 MILES FROM NORTH BEND.  CONTINUE 5.7
 SX1248'MILES TO CONCRETE BRIDGE OVER THE S FORK OF THE SNOQUALMIE
 SX1248'RIVER.  CONTINUE 3.0 MILES TO A GRAVEL ROAD ON LEFT INDICATING
 SX1248'DENNY CREEK FOREST CAMP.  PARK.  WALK UP ROAD ABOUT 100 YARDS
 SX1248'ASCEND SLOPE ON RIGHT TO OLD LOGGING GRADE, CLIMB SLIDE AND
 SX1248'CLIFFS ABOVE TO TOP OF FIRST RIDGE OF TIMBER.  SWING TO RIGHT
 SX1248'ALONG EDGE OF BLUFF AND CONTINUE ABOUT 200 YARDS TO END OF BLUFF
 SX1248'AND STATION.  AT THIS PLACE THERE IS A RIDGE, PERHAPS
 SX1248'200-300 FEET LONG, PERPENDICULAR TO THE ROAD, RUNNING FROM
 SX1248'THE TOP OF THE BLUFFS ABOVE THE ROAD BACK TO SOME HIGHER
 SX1248'ROCKY CLIFFS.  THE CENTER IS ABOUT 100 FEET S OF THE E-W CENTER
 SX1248'LINE OF THIS RIDGE, ABOUT 30 FEET BELOW THE WOODS, 30 FEET
 SX1248'ABOVE TOP OF THE CRAGS, AND 50 FEET N OF THE S FACE OF THE
 SX1248'CLIFFS.  THREE FIRS WERE BLAZED FOR WITNESS MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4376 ***********************************************************************
 SY4376  DESIGNATION -  DENNY CLAY WORKS CHIMNEY
 SY4376  PID         -  SY4376
 SY4376  STATE/COUNTY-  WA/KING
 SY4376  USGS QUAD   -  POVERTY BAY (1994)
 SY4376
 SY4376                         *CURRENT SURVEY CONTROL
 SY4376  ___________________________________________________________________
 SY4376* NAD 83(1991)-  47 32 01.05244(N)    122 17 55.93020(W)     ADJUSTED  
 SY4376* NAVD 88     -                                                        
 SY4376  ___________________________________________________________________
 SY4376  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 SY4376  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SY4376
 SY4376  HORZ ORDER  -  THIRD
 SY4376
 SY4376.The horizontal coordinates were established by classical geodetic methods
 SY4376.and adjusted by the National Geodetic Survey in December 1991..
 SY4376
 SY4376
 SY4376.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4376
 SY4376.The geoid height was determined by GEOID03.
 SY4376
 SY4376;                    North         East     Units Scale Factor Converg.
 SY4376;SPC WA N     -    60,380.345   389,659.142   MT  0.99999390   -1 05 28.0
 SY4376;SPC WA N     -   198,097.85  1,278,406.70   sFT  0.99999390   -1 05 28.0
 SY4376;UTM  10      - 5,264,704.956   552,770.703   MT  0.99963422   +0 31 02.0
 SY4376
 SY4376                          SUPERSEDED SURVEY CONTROL
 SY4376
 SY4376  NAD 83(1986)-  47 32 01.04638(N)    122 17 55.93755(W) AD(       ) 4
 SY4376  NAD 27      -  47 32 01.68400(N)    122 17 51.49400(W) AD(       ) 3
 SY4376
 SY4376.Superseded values are not recommended for survey control.
 SY4376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4376.See file dsdata.txt to determine how the superseded data were derived.
 SY4376
 SY4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5277164705(NAD 83)
 SY4376_MARKER: 85 = CHIMNEY
 SY4376
 SY4376  HISTORY     - Date     Condition        Report By
 SY4376  HISTORY     - 1917     FIRST OBSERVED   CGS
 SY4376
 SY4376                          STATION DESCRIPTION
 SY4376
 SY4376'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4290 ***********************************************************************
 SY4290  DESIGNATION -  DENNY SCHOOL
 SY4290  PID         -  SY4290
 SY4290  STATE/COUNTY-  WA/KING
 SY4290  USGS QUAD   -  POVERTY BAY (1994)
 SY4290
 SY4290                         *CURRENT SURVEY CONTROL
 SY4290  ___________________________________________________________________
 SY4290* NAD 83(1991)-  47 37 02.68186(N)    122 20 39.87802(W)     ADJUSTED  
 SY4290* NAVD 88     -                                                        
 SY4290  ___________________________________________________________________
 SY4290  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 SY4290  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY4290
 SY4290  HORZ ORDER  -  THIRD
 SY4290
 SY4290.The horizontal coordinates were established by classical geodetic methods
 SY4290.and adjusted by the National Geodetic Survey in December 1991..
 SY4290
 SY4290
 SY4290.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4290
 SY4290.The geoid height was determined by GEOID03.
 SY4290
 SY4290;                    North         East     Units Scale Factor Converg.
 SY4290;SPC WA N     -    69,760.233   386,413.669   MT  0.99998017   -1 07 30.1
 SY4290;SPC WA N     -   228,871.70  1,267,758.85   sFT  0.99998017   -1 07 30.1
 SY4290;UTM  10      - 5,273,986.733   549,264.409   MT  0.99962982   +0 29 03.4
 SY4290
 SY4290                          SUPERSEDED SURVEY CONTROL
 SY4290
 SY4290  NAD 83(1986)-  47 37 02.67801(N)    122 20 39.88007(W) AD(       ) 4
 SY4290  NAD 27      -  47 37 03.32100(N)    122 20 35.42600(W) AD(       ) 3
 SY4290
 SY4290.Superseded values are not recommended for survey control.
 SY4290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4290.See file dsdata.txt to determine how the superseded data were derived.
 SY4290
 SY4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4926473987(NAD 83)
 SY4290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4290+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002
 SY4290
 SY4290  HISTORY     - Date     Condition        Report By
 SY4290  HISTORY     - UNK      MONUMENTED
 SY4290  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4290  HISTORY     - 20021116 GOOD             USPSQD
 SY4290
 SY4290                          STATION DESCRIPTION
 SY4290
 SY4290'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4290'THIS STATION IS PROBABLY THE SAME INTERSECTION AS TOWER, NEAR BAY,
 SY4290'FLAGPOLE 1915.  THE DENNY SCHOOL HAS BEEN DEMOLISHED, THE HIGH
 SY4290'GROUND UPON WHICH IT STOOD WAS CUT AWAY MANY YEARS AGO.  FORMERLY
 SY4290'LOCATED ON SIXTH AVENUE BETWEEN BATTERY AND WALL STREETS.
 SY4290
 SY4290                          STATION RECOVERY (2002)
 SY4290
 SY4290'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4290'CROSS IS NOW PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2222 ***********************************************************************
 SA2222  CBN         -  This is a Cooperative Base Network Control Station.
 SA2222  DESIGNATION -  DENT RESET
 SA2222  PID         -  SA2222
 SA2222  STATE/COUNTY-  WA/FRANKLIN
 SA2222  USGS QUAD   -  COLUMBIA POINT (1992)
 SA2222
 SA2222                         *CURRENT SURVEY CONTROL
 SA2222  ___________________________________________________________________
 SA2222* NAD 83(1998)-  46 17 59.97966(N)    119 11 39.78522(W)     ADJUSTED  
 SA2222* NAVD 88     -       162.32   (meters)     532.5    (feet)  RESET     
 SA2222  ___________________________________________________________________
 SA2222  X           -  -2,153,215.293 (meters)                     COMP
 SA2222  Y           -  -3,853,611.909 (meters)                     COMP
 SA2222  Z           -   4,588,450.069 (meters)                     COMP
 SA2222  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 SA2222  ELLIP HEIGHT-         140.53  (meters)          (07/03/01) GPS OBS
 SA2222  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SA2222
 SA2222  HORZ ORDER  -  B
 SA2222  VERT ORDER  -  THIRD
 SA2222  ELLP ORDER  -  FIFTH     CLASS I
 SA2222
 SA2222.The horizontal coordinates were established by GPS observations
 SA2222.and adjusted by the National Geodetic Survey in July 2001..
 SA2222.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA2222.DATUM ITEM on the data sheet items page.
 SA2222
 SA2222.The orthometric height was computed from unverified reset data.
 SA2222.No vertical observational check was made to the station.
 SA2222
 SA2222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA2222
 SA2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2222
 SA2222.The ellipsoidal height was determined by GPS observations
 SA2222.and is referenced to NAD 83.
 SA2222
 SA2222.The geoid height was determined by GEOID03.
 SA2222
 SA2222;                    North         East     Units Scale Factor Converg.
 SA2222;SPC WA S     -   108,276.273   600,577.343   MT  0.99992691   +0 56 54.2
 SA2222;SPC WA S     -   355,236.41  1,970,394.17   sFT  0.99992691   +0 56 54.2
 SA2222;UTM  11      - 5,129,720.005   331,006.157   MT  0.99995107   -1 35 12.6
 SA2222
 SA2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2222!SPC WA S     -   0.99997797  x   0.99992691  =   0.99990488
 SA2222!UTM  11      -   0.99997797  x   0.99995107  =   0.99992904
 SA2222
 SA2222:                Primary Azimuth Mark                     Grid Az
 SA2222:SPC WA S     -  DENT AZ MK                               165 38 25.1
 SA2222:UTM  11      -  DENT AZ MK                               168 10 31.9
 SA2222
 SA2222|---------------------------------------------------------------------|
 SA2222| PID    Reference Object                     Distance      Geod. Az  |
 SA2222|                                                           dddmmss.s |
 SA2222| SA2474 DENT AZ MK                                         1663519.3 |
 SA2222| SA0940 TIMMERMAN AZ MK                      32.517 METERS 22252     |
 SA2222| SA2226 RICHLAND BN RR MICROWAVE            APPROX.10.6 KM 3373423.7 |
 SA2222| SA2473 DENT RM 1                            27.904 METERS 34835     |
 SA2222|---------------------------------------------------------------------|
 SA2222
 SA2222                          SUPERSEDED SURVEY CONTROL
 SA2222
 SA2222  NAD 83(1991)-  46 17 59.97813(N)    119 11 39.78437(W) AD(       ) B
 SA2222  ELLIP H (05/29/91)  140.62   (m)                       GP(       ) 4 1
 SA2222  NAD 83(1986)-  46 17 59.98704(N)    119 11 39.77719(W) AD(       ) 1
 SA2222  NAD 27      -  46 18 00.50007(N)    119 11 35.72488(W) AD(       ) 1
 SA2222  NGVD 29 (12/17/02)  161.29   (m)          529.2    (f) RESET       3  
 SA2222
 SA2222.Superseded values are not recommended for survey control.
 SA2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2222.See file dsdata.txt to determine how the superseded data were derived.
 SA2222
 SA2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM3100629720(NAD 83)
 SA2222_MARKER: DH = HORIZONTAL CONTROL DISK
 SA2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2222_SP_SET: CONCRETE POST
 SA2222_STAMPING: DENT 1971 1981
 SA2222_MARK LOGO: NGS   
 SA2222_PROJECTION: FLUSH
 SA2222_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2222+STABILITY: SURFACE MOTION
 SA2222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2222+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 SA2222
 SA2222  HISTORY     - Date     Condition        Report By
 SA2222  HISTORY     - 1981     MONUMENTED       NGS
 SA2222  HISTORY     - 19810724 GOOD             NGS
 SA2222  HISTORY     - 19890619 GOOD             NGS
 SA2222  HISTORY     - 19901128 GOOD
 SA2222  HISTORY     - 19920911 GOOD             CHANCE
 SA2222  HISTORY     - 20040705 MARK NOT FOUND   GEOCAC
 SA2222  HISTORY     - 20060819 GOOD             GEOCAC
 SA2222
 SA2222                          STATION DESCRIPTION
 SA2222
 SA2222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 SA2222'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTH OF KENNEWICK,
 SA2222'11.3 KM (7.00 MI) NORTHWEST OF PASCO, 8.0 KM (4.95 MI) NORTHEAST OF
 SA2222'RICHLAND AND ON COUNTY ROAD RIGHT-OF-WAY IN THE SOUTHWEST 1/4 OF
 SA2222'SECTION 33, T10N, R29E. TO REACH FROM THE COURT HOUSE IN PASCO, GO
 SA2222'NORTH ON 4TH STREET FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF WEST
 SA2222'COURT STREET.  TURN LEFT AND GO WEST ON WEST COURT STREET FOR 3.22 KM
 SA2222'(2.00 MI) TO A CROSS ROAD.  TURN RIGHT AND GO NORTH ON ROAD NUMBER 36
 SA2222'FOR 1.61 KM (1.00 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON
 SA2222'ARGENT ROAD FOR 3.22 KM (2.00 MI) TO A CROSS ROAD.  TURN RIGHT AND GO
 SA2222'NORTH ON COUNTY ROAD NUMBER 68 FOR 3.38 KM (2.10 MI) TO THE AZIMUTH
 SA2222'MARK ON THE LEFT.  CONTINUE NORTH ON COUNTY ROAD NUMBER 68 FOR 1.61 KM
 SA2222'(1.00 MI) TO A FORK AND THE STATION IN THE Y-INTERSECTION. THE MARK IS
 SA2222'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT)
 SA2222'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 17.68 M
 SA2222'(58.01 FT) SOUTH OF THE CENTER OF DENT ROAD, 17.37 M (56.99 FT) WEST
 SA2222'OF THE CENTER OF TAYLOR ROAD, 15.85 M (52.00 FT) EAST OF THE CENTER OF
 SA2222'COUNTY ROAD NUMBER 68 AND 0.6 M (2.0 FT) SOUTHEAST OF A WITNESS POST.
 SA2222
 SA2222                          STATION RECOVERY (1989)
 SA2222
 SA2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SA2222'THE STATION IS LOCATED ABOUT 13 KM (8.1 MI) NORTH OF KENNEWICK, 11 KM
 SA2222'(6.8 MI) NORTHWEST OF PASCO, 8.0 KM (5.0 MI) NORTH OF RICHLAND AND ON
 SA2222'COUNTY ROAD RIGHT-OF-WAY IN THE SOUTHWEST 1/4 OF SECTION 33, T10N,
 SA2222'R29E.
 SA2222'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 182 AND FRANKLIN
 SA2222'COUNTY ROAD 68, GO NORTH ON COUNTY ROAD 68 FOR 2.38 KM (1.48 MI) TO A
 SA2222'FORK AND THE STATION IN THE INTERSECTION.
 SA2222'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 SA2222'WITH THE GROUND SURFACE.  IT IS 17.7 M (58.1 FT) SOUTH OF THE CENTER
 SA2222'OF DENT ROAD, 17.4 M (57.1 FT) WEST OF THE CENTER OF TAYLOR ROAD,
 SA2222'15.8 M (51.8 FT) EAST OF THE CENTER OF ROAD 68 AND 0.6 M (2.0 FT)
 SA2222'SOUTHEAST OF A WITNESS POST.
 SA2222
 SA2222                          STATION RECOVERY (1990)
 SA2222
 SA2222'RECOVERED 1990
 SA2222'RECOVERED IN GOOD CONDITION.
 SA2222
 SA2222                          STATION RECOVERY (1992)
 SA2222
 SA2222'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992
 SA2222'RECOVERED IN GOOD CONDITION.
 SA2222
 SA2222                          STATION RECOVERY (2004)
 SA2222
 SA2222'RECOVERY NOTE BY GEOCACHING 2004 (GOP)
 SA2222'INTERSECTION HAS BEEN CHANGED.  APPEARS STATION LOCATION HAS BEEN
 SA2222'GRADED OVER.
 SA2222
 SA2222                          STATION RECOVERY (2006)
 SA2222
 SA2222'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 SA2222'MARK IS ABOUT 8 INCHES BELOW GROUND LEVEL.
 SA2222'DESCRIPTION SAYS THAT RM1 IS 9.1 METERS NORTH OF DENT ROAD AND THIS
 SA2222'MARK IS 17.7 METERS SOUTH OF DENT ROAD - MEANING THEY ARE OVER 26
 SA2222'METERS APART.
 SA2222' 
 SA2222'STATION IS APPROX 8 METERS SOUTH OF RM1.  BELIEVE RM1 SHOULD HAVE BEEN
 SA2222'DESCRIBED AS 9.1 METERS SOUTH OF DENT ROAD, NOT NORTH.
 SA2222' 
 SA2222'STATION IS 1 FOOT SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2473 ***********************************************************************
 SA2473  DESIGNATION -  DENT RM 1
 SA2473  PID         -  SA2473
 SA2473  STATE/COUNTY-  WA/FRANKLIN
 SA2473  USGS QUAD   -  COLUMBIA POINT (1992)
 SA2473
 SA2473                         *CURRENT SURVEY CONTROL
 SA2473  ___________________________________________________________________
 SA2473* NAD 83(1986)-  46 18 00.     (N)    119 11 44.     (W)     SCALED    
 SA2473* NAVD 88     -       162.72   (meters)     533.9    (feet)  RESET     
 SA2473  ___________________________________________________________________
 SA2473  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SA2473
 SA2473  VERT ORDER  -  THIRD
 SA2473
 SA2473.The horizontal coordinates were scaled from a topographic map and have
 SA2473.an estimated accuracy of +/- 6 seconds.
 SA2473
 SA2473.The orthometric height was computed from unverified reset data.
 SA2473.No vertical observational check was made to the station.
 SA2473
 SA2473.The geoid height was determined by GEOID03.
 SA2473
 SA2473;                    North         East    Units  Estimated Accuracy
 SA2473;SPC WA S     -   108,280.      600,490.      MT  (+/- 180 meters Scaled)
 SA2473
 SA2473                          SUPERSEDED SURVEY CONTROL
 SA2473
 SA2473  NGVD 29 (12/17/02)  161.70   (m)          530.5    (f) RESET       3  
 SA2473
 SA2473.Superseded values are not recommended for survey control.
 SA2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2473.See file dsdata.txt to determine how the superseded data were derived.
 SA2473
 SA2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM309297(NAD 83)
 SA2473_MARKER: DR = REFERENCE MARK DISK
 SA2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2473_SP_SET: CONCRETE POST
 SA2473_STAMPING: DENT NO 1 1971
 SA2473_MARK LOGO: NGS   
 SA2473_PROJECTION: FLUSH
 SA2473_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2473+STABILITY: SURFACE MOTION
 SA2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2473+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2004
 SA2473
 SA2473  HISTORY     - Date     Condition        Report By
 SA2473  HISTORY     - 1971     MONUMENTED       NGS
 SA2473  HISTORY     - 19810724 GOOD             NGS
 SA2473  HISTORY     - 19890619 GOOD             NGS
 SA2473  HISTORY     - 20040705 GOOD             GEOCAC
 SA2473
 SA2473                          STATION DESCRIPTION
 SA2473
 SA2473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DAW)
 SA2473'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTH OF KENNEWICK,
 SA2473'11.3 KM (7.00 MI) NORTHWEST OF PASCO, 8.0 KM (4.95 MI) NORTHEAST OF
 SA2473'RICHLAND AND ON COUNTY ROAD RIGHT-OF-WAY IN THE SOUTHWEST 1/4 OF
 SA2473'SECTION 33, T10N, R29E. TO REACH FROM THE COURT HOUSE IN PASCO, GO
 SA2473'NORTH ON 4TH STREET FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF WEST
 SA2473'COURT STREET.  TURN LEFT AND GO WEST ON WEST COURT STREET FOR 3.22 KM
 SA2473'(2.00 MI) TO A CROSS ROAD.  TURN RIGHT AND GO NORTH ON ROAD NUMBER 36
 SA2473'FOR 1.61 KM (1.00 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON
 SA2473'ARGENT ROAD FOR 3.22 KM (2.00 MI) TO A CROSS ROAD.  TURN RIGHT AND GO
 SA2473'NORTH ON COUNTY ROAD NUMBER 68 FOR 3.38 KM (2.10 MI) TO THE AZIMUTH
 SA2473'MARK ON THE LEFT.  CONTINUE NORTH ON COUNTY ROAD NUMBER 68 FOR 1.61 KM
 SA2473'(1.00 MI) TO A FORK AND THE STATION IN THE Y-INTERSECTION. THE MARK IS
 SA2473'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT)
 SA2473'IN DIAMETER AND PROJECTS 0.13 M (0.43 FT) ABOVE THE GROUND SURFACE. IT
 SA2473'IS 22.56 M (74.02 FT) NORTHEAST OF THE CENTER OF COUNTY ROAD NUMBER
 SA2473'68, 24.79 M (81.33 FT) WEST OF THE CENTER OF TAYLOR ROAD, 9.14 M
 SA2473'(29.99 FT) NORTH OF THE CENTER OF DENT ROAD, 0.6 M (2.0 FT) NORTH OF A
 SA2473'METAL WITNESS POST AND 0.30 M (0.98 FT) HIGHER THAN THE STATION.
 SA2473
 SA2473                          STATION RECOVERY (1989)
 SA2473
 SA2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SA2473'THE STATION IS LOCATED ABOUT 13 KM (8.1 MI) NORTH OF KENNEWICK, 11 KM
 SA2473'(6.8 MI) NORTHWEST OF PASCO, 8.0 KM (5.0 MI) NORTH OF RICHLAND AND ON
 SA2473'COUNTY ROAD RIGHT-OF-WAY IN THE SOUTHWEST 1/4 OF SECTION 33, T10N,
 SA2473'R29E.
 SA2473'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 182 AND FRANKLIN
 SA2473'COUNTY ROAD 68, GO NORTH ON COUNTY ROAD 68 FOR 2.38 KM (1.48 MI) TO A
 SA2473'FORK AND THE STATION IN THE INTERSECTION.
 SA2473'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 SA2473'13 CM (5 INCHES) ABOVE THE GROUND SURFACE.  IT IS 22.6 M (74.1 FT)
 SA2473'NORTHEAST OF THE CENTER OF ROAD 68, 24.8 M (81.4 FT) WEST OF THE
 SA2473'CENTER OF TAYLOR ROAD, 9.1 M (29.9 FT) NORTH OF THE CENTER OF DENT
 SA2473'ROAD, 0.6 M (2.0 FT) NORTH OF A WITNESS POST AND 0.3 M (1.0 FT)
 SA2473'HIGHER THAN THE STATION.
 SA2473
 SA2473                          STATION RECOVERY (2004)
 SA2473
 SA2473'RECOVERY NOTE BY GEOCACHING 2004 (GOP)
 SA2473'INTERSECTION HAS BEEN CHANGED.  STATION DENT RESET (SA2222) WAS NOT
 SA2473'FOUND.
 SA2473'GPS HANDHELD - N46 18.005 W119 11.667
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1135 ***********************************************************************
 RB1135  DESIGNATION -  DEPOT
 RB1135  PID         -  RB1135
 RB1135  STATE/COUNTY-  WA/KLICKITAT
 RB1135  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1135
 RB1135                         *CURRENT SURVEY CONTROL
 RB1135  ___________________________________________________________________
 RB1135* NAD 83(1986)-  45 49 58.     (N)    119 55 18.     (W)     SCALED    
 RB1135* NAVD 88     -        78.603  (meters)     257.88   (feet)  ADJUSTED  
 RB1135  ___________________________________________________________________
 RB1135  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 RB1135  DYNAMIC HT  -          78.602 (meters)     257.88  (feet)  COMP
 RB1135  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RB1135
 RB1135  VERT ORDER  -  SECOND    CLASS 0
 RB1135
 RB1135.The horizontal coordinates were scaled from a topographic map and have
 RB1135.an estimated accuracy of +/- 6 seconds.
 RB1135
 RB1135.The orthometric height was determined by differential leveling
 RB1135.and adjusted by the National Geodetic Survey in June 1991..
 RB1135
 RB1135.The geoid height was determined by GEOID03.
 RB1135
 RB1135.The dynamic height is computed by dividing the NAVD 88
 RB1135.geopotential number by the normal gravity value computed on the
 RB1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1135.degrees latitude (g = 980.6199 gals.).
 RB1135
 RB1135.The modeled gravity was interpolated from observed gravity values.
 RB1135
 RB1135;                    North         East    Units  Estimated Accuracy
 RB1135;SPC WA S     -    55,680.      544,930.      MT  (+/- 180 meters Scaled)
 RB1135
 RB1135                          SUPERSEDED SURVEY CONTROL
 RB1135
 RB1135  NGVD 29 (??/??/92)   77.595  (m)          254.58   (f) ADJ UNCH    2 0
 RB1135
 RB1135.Superseded values are not recommended for survey control.
 RB1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1135.See file dsdata.txt to determine how the superseded data were derived.
 RB1135
 RB1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL730796(NAD 83)
 RB1135_MARKER: DS = TRIANGULATION STATION DISK
 RB1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB1135_STAMPING: DEPOT 1942
 RB1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1135+STABILITY: SURFACE MOTION
 RB1135
 RB1135  HISTORY     - Date     Condition        Report By
 RB1135  HISTORY     - 1942     MONUMENTED       USE
 RB1135  HISTORY     - 1944     GOOD             NGS
 RB1135  HISTORY     - 1945     GOOD             NGS
 RB1135
 RB1135                          STATION DESCRIPTION
 RB1135
 RB1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RB1135'IN ALDERDALE.
 RB1135'AT ALDERDALE, SET BETWEEN THE TRACK AND THE GRAVELED ROAD, 174 FEET
 RB1135'NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 111 FEET NORTH OF
 RB1135'THE NORTH RAIL OF THE TRACK, 5 FEET EAST OF REFERENCE POST.
 RB1135'TRIANGULATION STATION DISK SET IN TOP OF CONCRETE POST PROJECTING
 RB1135'ABOUT 0.2 FOOT ABOVE THE GROUND.
 RB1135
 RB1135                          STATION RECOVERY (1945)
 RB1135
 RB1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 RB1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1565 ***********************************************************************
 TR1565  DESIGNATION -  DEPOT 1941
 TR1565  PID         -  TR1565
 TR1565  STATE/COUNTY-  WA/JEFFERSON
 TR1565  USGS QUAD   -  NORDLAND (1973)
 TR1565
 TR1565                         *CURRENT SURVEY CONTROL
 TR1565  ___________________________________________________________________
 TR1565* NAD 83(1991)-  48 03 08.22487(N)    122 44 33.89768(W)     ADJUSTED  
 TR1565* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1565  ___________________________________________________________________
 TR1565  LAPLACE CORR-          -9.44  (seconds)                    DEFLEC99
 TR1565  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 TR1565
 TR1565  HORZ ORDER  -  SECOND
 TR1565
 TR1565.The horizontal coordinates were established by classical geodetic methods
 TR1565.and adjusted by the National Geodetic Survey in December 1991..
 TR1565
 TR1565.The orthometric height was scaled from a topographic map.
 TR1565
 TR1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1565
 TR1565.The geoid height was determined by GEOID03.
 TR1565
 TR1565;                    North         East     Units Scale Factor Converg.
 TR1565;SPC WA N     -   118,760.960   357,675.922   MT  0.99994291   -1 25 17.8
 TR1565;SPC WA N     -   389,634.92  1,173,475.09   sFT  0.99994291   -1 25 17.8
 TR1565;UTM  10      - 5,322,143.485   519,170.337   MT  0.99960452   +0 11 28.8
 TR1565
 TR1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1565!SPC WA N     -   1.00000312  x   0.99994291  =   0.99994603
 TR1565!UTM  10      -   1.00000312  x   0.99960452  =   0.99960764
 TR1565
 TR1565                          SUPERSEDED SURVEY CONTROL
 TR1565
 TR1565  NAD 83(1986)-  48 03 08.22430(N)    122 44 33.90292(W) AD(       ) 2
 TR1565  NAD 27      -  48 03 08.89800(N)    122 44 29.30200(W) AD(       ) 2
 TR1565
 TR1565.Superseded values are not recommended for survey control.
 TR1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1565.See file dsdata.txt to determine how the superseded data were derived.
 TR1565
 TR1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1917022143(NAD 83)
 TR1565
 TR1565  HISTORY     - Date     Condition        Report By
 TR1565  HISTORY     - 1941     MONUMENTED       CGS
 TR1565  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1565  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR1565
 TR1565                          STATION DESCRIPTION
 TR1565
 TR1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1565'A MAIN SCHEME INTERSECTION STATION LOCATED ON THE E SHORE OF PORT
 TR1565'TOWNSEND BAY ON CRANE POINT.  STATION IS THE TIP OF THE WESTERNMOST
 TR1565'LAMP POST NEAR THE W END OF DOCK (APPROXIMATELY 12 METERS FROM END
 TR1565'OF DOCK) AT NAVAL SUPPLY DEPOT.  IT IS THE FOURTH LAMP POST OUT
 TR1565'FROM THE SHORE, THE TWO INSHORE LAMP POSTS HAVING SINGLE LAMPS,
 TR1565'AND THE TWO OFFSHORE LAMP POSTS HAVING DOUBLE LAMPS.
 TR1565
 TR1565                          STATION RECOVERY (1962)
 TR1565
 TR1565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1565'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 TR1565'WEST SHORE OF INDIAN ISLAND, ABOUT 1-1/2 MILES NORTH-NORTHEAST OF
 TR1565'THE BRIDGE OVER THE PORTAGE CANAL AND ABOUT 1/4 MILE NORTH OF
 TR1565'CRANE POINT.
 TR1565'
 TR1565'THE STATION IS THE TOP OF THE CENTER ONE OF THREE LAMPPOSTS WITH
 TR1565'DOUBLE LAMPS ON THE PIER OF THE U.S. NAVAL AMMUNITION AND NET
 TR1565'DEPOT.  THERE ARE FIVE LAMPOSTS ON THIS PIER.  THE TWO INSHORE
 TR1565'LAMPPOSTS HAVE ONLY ONE LAMP WHILE THE THREE OFFSHORE LAMPPOSTS
 TR1565'HAVE TWO LAMPS.  THE LAMPPOST (STATION) IS PAINTED GREY AND IS IN
 TR1565'THE CENTER OF THE PIER.  FIRE HYDRANT BOX NO. 3-20 IS AT THE
 TR1565'NORTH EDGE OF THE BASE OF THE LAMPPOST.
 TR1565
 TR1565                          STATION RECOVERY (1966)
 TR1565
 TR1565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JGG)
 TR1565'RECOVERED IN GOOD CONDITION.  FIRE HYDRANT BOX NUMBER 3-20 IS TO
 TR1565'BE REPLACED AND NUMBER MAY BE CHANGED.  THERE IS A POSSIBILITY OF
 TR1565'THE LIGHTS BEING CHANGED THIS SUMMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1136 ***********************************************************************
 RB1136  DESIGNATION -  DEPOT RM 1
 RB1136  PID         -  RB1136
 RB1136  STATE/COUNTY-  WA/KLICKITAT
 RB1136  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1136
 RB1136                         *CURRENT SURVEY CONTROL
 RB1136  ___________________________________________________________________
 RB1136* NAD 83(1986)-  45 49 58.     (N)    119 55 18.     (W)     SCALED    
 RB1136* NAVD 88     -        79.469  (meters)     260.72   (feet)  ADJUSTED  
 RB1136  ___________________________________________________________________
 RB1136  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 RB1136  DYNAMIC HT  -          79.468 (meters)     260.72  (feet)  COMP
 RB1136  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RB1136
 RB1136  VERT ORDER  -  SECOND    CLASS 0
 RB1136
 RB1136.The horizontal coordinates were scaled from a topographic map and have
 RB1136.an estimated accuracy of +/- 6 seconds.
 RB1136
 RB1136.The orthometric height was determined by differential leveling
 RB1136.and adjusted by the National Geodetic Survey in June 1991..
 RB1136
 RB1136.The geoid height was determined by GEOID03.
 RB1136
 RB1136.The dynamic height is computed by dividing the NAVD 88
 RB1136.geopotential number by the normal gravity value computed on the
 RB1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1136.degrees latitude (g = 980.6199 gals.).
 RB1136
 RB1136.The modeled gravity was interpolated from observed gravity values.
 RB1136
 RB1136;                    North         East    Units  Estimated Accuracy
 RB1136;SPC WA S     -    55,680.      544,930.      MT  (+/- 180 meters Scaled)
 RB1136
 RB1136                          SUPERSEDED SURVEY CONTROL
 RB1136
 RB1136  NGVD 29 (??/??/92)   78.461  (m)          257.42   (f) ADJ UNCH    2 0
 RB1136
 RB1136.Superseded values are not recommended for survey control.
 RB1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1136.See file dsdata.txt to determine how the superseded data were derived.
 RB1136
 RB1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL730796(NAD 83)
 RB1136_MARKER: DD = SURVEY DISK
 RB1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB1136_STAMPING: DEPOT R.M.-1 1942
 RB1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1136+STABILITY: SURFACE MOTION
 RB1136
 RB1136  HISTORY     - Date     Condition        Report By
 RB1136  HISTORY     - 1942     MONUMENTED       USE
 RB1136  HISTORY     - 1944     GOOD             NGS
 RB1136
 RB1136                          STATION DESCRIPTION
 RB1136
 RB1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RB1136'IN ALDERDALE.
 RB1136'AT ALDERDALE, SET BETWEEN THE TRACK AND THE GRAVELED ROAD, 197 FEET
 RB1136'NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 148.7 FEET NORTH OF
 RB1136'THE NORTH RAIL OF THE TRACK, 34.7 FEET NORTH OF TRIANGULATION STATION
 RB1136'DEPOT.  TRIANGULATION REFERENCE DISK SET IN TOP OF CONCRETE POST
 RB1136'PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1137 ***********************************************************************
 RB1137  DESIGNATION -  DEPOT RM 2
 RB1137  PID         -  RB1137
 RB1137  STATE/COUNTY-  WA/KLICKITAT
 RB1137  USGS QUAD   -  GOLGOTHA BUTTE (1993)
 RB1137
 RB1137                         *CURRENT SURVEY CONTROL
 RB1137  ___________________________________________________________________
 RB1137* NAD 83(1986)-  45 49 58.     (N)    119 55 18.     (W)     SCALED    
 RB1137* NAVD 88     -        78.468  (meters)     257.44   (feet)  ADJUSTED  
 RB1137  ___________________________________________________________________
 RB1137  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 RB1137  DYNAMIC HT  -          78.467 (meters)     257.44  (feet)  COMP
 RB1137  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RB1137
 RB1137  VERT ORDER  -  SECOND    CLASS 0
 RB1137
 RB1137.The horizontal coordinates were scaled from a topographic map and have
 RB1137.an estimated accuracy of +/- 6 seconds.
 RB1137
 RB1137.The orthometric height was determined by differential leveling
 RB1137.and adjusted by the National Geodetic Survey in June 1991..
 RB1137
 RB1137.The geoid height was determined by GEOID03.
 RB1137
 RB1137.The dynamic height is computed by dividing the NAVD 88
 RB1137.geopotential number by the normal gravity value computed on the
 RB1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1137.degrees latitude (g = 980.6199 gals.).
 RB1137
 RB1137.The modeled gravity was interpolated from observed gravity values.
 RB1137
 RB1137;                    North         East    Units  Estimated Accuracy
 RB1137;SPC WA S     -    55,680.      544,930.      MT  (+/- 180 meters Scaled)
 RB1137
 RB1137                          SUPERSEDED SURVEY CONTROL
 RB1137
 RB1137  NGVD 29 (??/??/92)   77.460  (m)          254.13   (f) ADJ UNCH    2 0
 RB1137
 RB1137.Superseded values are not recommended for survey control.
 RB1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1137.See file dsdata.txt to determine how the superseded data were derived.
 RB1137
 RB1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL730796(NAD 83)
 RB1137_MARKER: DD = SURVEY DISK
 RB1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB1137_STAMPING: DEPOT R.M.-2 42
 RB1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1137+STABILITY: SURFACE MOTION
 RB1137
 RB1137  HISTORY     - Date     Condition        Report By
 RB1137  HISTORY     - 1942     MONUMENTED       USE
 RB1137  HISTORY     - 1944     GOOD             NGS
 RB1137
 RB1137                          STATION DESCRIPTION
 RB1137
 RB1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RB1137'IN ALDERDALE.
 RB1137'AT ALDERDALE, SET BETWEEN THE TRACK AND THE GRAVELED ROAD, 208 FEET
 RB1137'NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 108 FEET NORTH OF
 RB1137'THE NORTH RAIL OF THE TRACK, 34 FEET EAST OF THE TRIANGULATION STATION
 RB1137'DEPOT.  TRIANGULATION REFERENCE DISK SET IN TOP OF CONCRETE POST
 RB1137'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3107 ***********************************************************************
 SY3107  DESIGNATION -  DER 1935
 SY3107  PID         -  SY3107
 SY3107  STATE/COUNTY-  WA/PIERCE
 SY3107  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3107
 SY3107                         *CURRENT SURVEY CONTROL
 SY3107  ___________________________________________________________________
 SY3107* NAD 83(1991)-  47 08 34.69599(N)    122 40 35.06159(W)     ADJUSTED  
 SY3107* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SY3107  ___________________________________________________________________
 SY3107  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 SY3107  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 SY3107
 SY3107  HORZ ORDER  -  SECOND
 SY3107
 SY3107.The horizontal coordinates were established by classical geodetic methods
 SY3107.and adjusted by the National Geodetic Survey in December 1991..
 SY3107
 SY3107.The orthometric height was scaled from a topographic map.
 SY3107
 SY3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3107
 SY3107.The geoid height was determined by GEOID03.
 SY3107
 SY3107;                    North         East     Units Scale Factor Converg.
 SY3107;SPC WA S     -   203,424.150   334,940.559   MT  0.99996201   -1 34 51.4
 SY3107;SPC WA S     -   667,400.73  1,098,884.15   sFT  0.99996201   -1 34 51.4
 SY3107;UTM  10      - 5,221,102.961   524,535.709   MT  0.99960740   +0 14 14.0
 SY3107
 SY3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3107!SPC WA S     -   1.00000272  x   0.99996201  =   0.99996473
 SY3107!UTM  10      -   1.00000272  x   0.99960740  =   0.99961012
 SY3107
 SY3107:                Primary Azimuth Mark                     Grid Az
 SY3107:SPC WA S     -  TATSOLO                                  149 04 24.2
 SY3107:UTM  10      -  TATSOLO                                  147 15 18.8
 SY3107
 SY3107|---------------------------------------------------------------------|
 SY3107| PID    Reference Object                     Distance      Geod. Az  |
 SY3107|                                                           dddmmss.s |
 SY3107| SY3056 TATSOLO                             APPROX. 2.4 KM 1472932.8 |
 SY3107| SY3143 DER 1935 RM 1                         5.639 METERS 27646     |
 SY3107|---------------------------------------------------------------------|
 SY3107
 SY3107                          SUPERSEDED SURVEY CONTROL
 SY3107
 SY3107  NAD 83(1986)-  47 08 34.69084(N)    122 40 35.07098(W) AD(       ) 2
 SY3107  NAD 27      -  47 08 35.33100(N)    122 40 30.61800(W) AD(       ) 2
 SY3107
 SY3107.Superseded values are not recommended for survey control.
 SY3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3107.See file dsdata.txt to determine how the superseded data were derived.
 SY3107
 SY3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2453621103(NAD 83)
 SY3107_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3107_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3107+STABILITY: SURFACE MOTION
 SY3107
 SY3107  HISTORY     - Date     Condition        Report By
 SY3107  HISTORY     - 1935     MONUMENTED       CGS
 SY3107  HISTORY     - 1977     SEE DESCRIPTION  NGS
 SY3107  HISTORY     - 1979     MARK NOT FOUND   NGS
 SY3107
 SY3107                          STATION DESCRIPTION
 SY3107
 SY3107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3107'STATION LOCATED ON THE E SHORE OF ANDERSON ISLAND, ON COLE POINT, THE
 SY3107'NW ENTRANCE POINT TO ORA BAY.  THE BRICK CHIMNEY ON MCNEILL ISLAND IS
 SY3107'JUST OPEN OF SANDY POINT, WHICH IS THE NEXT POINT TO THE NORTHWARD.
 SY3107'THE MONUMENT IS ON THE GRAVEL BEACH, ABOUT 6 METERS FROM THE
 SY3107'WOODED BLUFF AND ABOVE HIGH-WATER LEVEL.  MONUMENT PROJECTS 2 INCHES
 SY3107'ABOVE SANDY BEACH.
 SY3107'
 SY3107'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3107'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY3107'
 SY3107'THE REFERENCE MARK IS CLOSE TO FOOT OF BLUFF AND PROJECTS 4 INCHES.
 SY3107
 SY3107                          STATION RECOVERY (1977)
 SY3107
 SY3107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CA)
 SY3107'THE STATION AND REFERENCE MARK WERE NOT RECOVERED AFTER A ONE
 SY3107'MAN-HOUR SEARCH OF THE AREA.  THE DISKS ARE PRESUMED TO BE BURIED
 SY3107'IN THE BEACH SAND.
 SY3107'
 SY3107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES SW OF
 SY3107'STEILACOOM, WASHINGTON.
 SY3107
 SY3107                          STATION RECOVERY (1979)
 SY3107
 SY3107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SY3107'THE STATION MARK WAS NOT FOUND AFTER MUCH DIGGING IN THE AREA.
 SY3107'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION. THERE ARE A LOT OF
 SY3107'DRIFT LOGS ON THE BEACH IN THIS AREA AND THE MARK MAY HAVE BEEN
 SY3107'DESTROYED. A NEW STATTON DER 2 WAS ESTABLISHED AT THIS DATE, SEE
 SY3107'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3142 ***********************************************************************
 SY3142  DESIGNATION -  DER 2
 SY3142  PID         -  SY3142
 SY3142  STATE/COUNTY-  WA/PIERCE
 SY3142  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3142
 SY3142                         *CURRENT SURVEY CONTROL
 SY3142  ___________________________________________________________________
 SY3142* NAD 83(1991)-  47 08 34.69300(N)    122 40 34.94720(W)     ADJUSTED  
 SY3142* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 SY3142  ___________________________________________________________________
 SY3142  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 SY3142  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 SY3142
 SY3142  HORZ ORDER  -  SECOND
 SY3142
 SY3142.The horizontal coordinates were established by classical geodetic methods
 SY3142.and adjusted by the National Geodetic Survey in December 1991..
 SY3142
 SY3142.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3142
 SY3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3142
 SY3142.The geoid height was determined by GEOID03.
 SY3142
 SY3142;                    North         East     Units Scale Factor Converg.
 SY3142;SPC WA S     -   203,423.991   334,942.966   MT  0.99996201   -1 34 51.3
 SY3142;SPC WA S     -   667,400.21  1,098,892.05   sFT  0.99996201   -1 34 51.3
 SY3142;UTM  10      - 5,221,102.878   524,538.118   MT  0.99960740   +0 14 14.0
 SY3142
 SY3142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3142!SPC WA S     -   1.00000300  x   0.99996201  =   0.99996501
 SY3142!UTM  10      -   1.00000300  x   0.99960740  =   0.99961040
 SY3142
 SY3142:                Primary Azimuth Mark                     Grid Az
 SY3142:SPC WA S     -  DUPONT POWDER CO STACK                   168 57 12.7
 SY3142:UTM  10      -  DUPONT POWDER CO STACK                   167 08 07.4
 SY3142
 SY3142|---------------------------------------------------------------------|
 SY3142| PID    Reference Object                     Distance      Geod. Az  |
 SY3142|                                                           dddmmss.s |
 SY3142| SY3051 DUPONT POWDER CO STACK              APPROX. 3.6 KM 1672221.4 |
 SY3142| CE3527 DER 2 RM 2                            8.718 METERS 21551     |
 SY3142| SY3143 DER 1935 RM 1                         8.046 METERS 27524     |
 SY3142|---------------------------------------------------------------------|
 SY3142
 SY3142                          SUPERSEDED SURVEY CONTROL
 SY3142
 SY3142  NAD 83(1986)-  47 08 34.68785(N)    122 40 34.95652(W) AD(       ) 2
 SY3142  NAD 27      -  47 08 35.32794(N)    122 40 30.50417(W) AD(       ) 2
 SY3142  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 SY3142
 SY3142.Superseded values are not recommended for survey control.
 SY3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3142.See file dsdata.txt to determine how the superseded data were derived.
 SY3142
 SY3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2453821103(NAD 83)
 SY3142_MARKER: DH = HORIZONTAL CONTROL DISK
 SY3142_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY3142_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SY3142_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3142
 SY3142  HISTORY     - Date     Condition        Report By
 SY3142  HISTORY     - 1980     MONUMENTED       NOS
 SY3142  HISTORY     - 1980     GOOD             NOS
 SY3142
 SY3142                          STATION DESCRIPTION
 SY3142
 SY3142'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY3142'THE STATION IS LOCATED ON THE EAST SHORE OF ANDERSON ISLAND, ON
 SY3142'COLE POINT WHICH IS THE FIRST POINT EAST OF ORO BAY AND ON THE
 SY3142'LOW GRAVEL POINT AT THE EDGE OF THE BRUSH.
 SY3142'
 SY3142'THE STATION WAS REACHED BY SMALL BOAT LANDING AT
 SY3142'THE STATION SITE.
 SY3142'
 SY3142'THE STATION IS A STANDARD NGS DISK
 SY3142'STAMPED---DER 2 1980---,
 SY3142'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 46 CM IN DIAMETER
 SY3142'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 SY3142'WEST OF THE HIGH WATERLINE.
 SY3142'
 SY3142'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 SY3142'STAMPED---DER 1935---,
 SY3142'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 SY3142'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 SY3142'WEST FROM THE STATION AND IN THE BRUSH.
 SY3142'MARK IS ABOVE STATION 0.3 METER.
 SY3142'
 SY3142'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 SY3142'STAMPED---DER 2 NO 2 1980---,
 SY3142'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 30 CM IN DIAMETER
 SY3142'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 SY3142'1.0 METERS (3 FT) NORTHEAST FROM  A LARGE LOG PARTIALLY BURIED IN
 SY3142'THE SAND.
 SY3142'MARK IS ABOVE THE STATION 0.5 METER.
 SY3142'
 SY3142'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.60 METERS.
 SY3142
 SY3142                          STATION RECOVERY (1980)
 SY3142
 SY3142'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY3142'THE STATION AND THE TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 SY3142'CONDITION AS DESCRIBED EARLIER IN 1980. THE STATION WAS NOT
 SY3142'OCCUPIED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1128 ***********************************************************************
 TR1128  DESIGNATION -  DERRICK
 TR1128  PID         -  TR1128
 TR1128  STATE/COUNTY-  WA/SKAGIT
 TR1128  USGS QUAD   -  CONWAY (1981)
 TR1128
 TR1128                         *CURRENT SURVEY CONTROL
 TR1128  ___________________________________________________________________
 TR1128* NAD 83(1991)-  48 21 53.88580(N)    122 16 06.89919(W)     ADJUSTED  
 TR1128* NAVD 88     -                                                        
 TR1128  ___________________________________________________________________
 TR1128  LAPLACE CORR-          10.39  (seconds)                    DEFLEC99
 TR1128  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 TR1128
 TR1128  HORZ ORDER  -  THIRD
 TR1128
 TR1128.The horizontal coordinates were established by classical geodetic methods
 TR1128.and adjusted by the National Geodetic Survey in December 1991..
 TR1128
 TR1128
 TR1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1128
 TR1128.The geoid height was determined by GEOID03.
 TR1128
 TR1128;                    North         East     Units Scale Factor Converg.
 TR1128;SPC WA N     -   152,753.591   393,662.923   MT  0.99995154   -1 04 06.9
 TR1128;SPC WA N     -   501,159.07  1,291,542.44   sFT  0.99995154   -1 04 06.9
 TR1128;UTM  10      - 5,357,124.670   554,174.302   MT  0.99963606   +0 32 48.0
 TR1128
 TR1128                          SUPERSEDED SURVEY CONTROL
 TR1128
 TR1128  NAD 83(1986)-  48 21 53.89088(N)    122 16 06.90281(W) AD(       ) 4
 TR1128  NAD 27      -  48 21 54.51800(N)    122 16 02.34500(W) AD(       ) 3
 TR1128
 TR1128.Superseded values are not recommended for survey control.
 TR1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1128.See file dsdata.txt to determine how the superseded data were derived.
 TR1128
 TR1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5417457125(NAD 83)
 TR1128
 TR1128  HISTORY     - Date     Condition        Report By
 TR1128  HISTORY     - UNK      MONUMENTED
 TR1128  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1128
 TR1128                          STATION DESCRIPTION
 TR1128
 TR1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1128'THERE IS NO DERRICK IN THE AREA INDICATED BY THE GEOGRAPHIC
 TR1128'POSITION.  THIS STATION IS NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1946 ***********************************************************************
 SY1946  DESIGNATION -  DERRICK 1937
 SY1946  PID         -  SY1946
 SY1946  STATE/COUNTY-  WA/KING
 SY1946  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1946
 SY1946                         *CURRENT SURVEY CONTROL
 SY1946  ___________________________________________________________________
 SY1946* NAD 83(1991)-  47 15 54.31176(N)    122 01 05.22643(W)     ADJUSTED  
 SY1946* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 SY1946  ___________________________________________________________________
 SY1946  LAPLACE CORR-          11.34  (seconds)                    DEFLEC99
 SY1946  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 SY1946
 SY1946  HORZ ORDER  -  SECOND
 SY1946
 SY1946.The horizontal coordinates were established by classical geodetic methods
 SY1946.and adjusted by the National Geodetic Survey in December 1991..
 SY1946
 SY1946.The orthometric height was scaled from a topographic map.
 SY1946
 SY1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1946
 SY1946.The geoid height was determined by GEOID03.
 SY1946
 SY1946;                    North         East     Units Scale Factor Converg.
 SY1946;SPC WA N     -    30,163.455   410,335.507   MT  1.00005209   -0 52 55.5
 SY1946;SPC WA N     -    98,961.27  1,346,242.41   sFT  1.00005209   -0 52 55.5
 SY1946;SPC WA S     -   215,828.184   385,119.103   MT  0.99998510   -1 06 09.9
 SY1946;SPC WA S     -   708,096.30  1,263,511.59   sFT  0.99998510   -1 06 09.9
 SY1946;UTM  10      - 5,235,090.404   574,277.818   MT  0.99966780   +0 43 16.4
 SY1946
 SY1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1946!SPC WA N     -   0.99997652  x   1.00005209  =   1.00002861
 SY1946!SPC WA S     -   0.99997652  x   0.99998510  =   0.99996162
 SY1946!UTM  10      -   0.99997652  x   0.99966780  =   0.99964432
 SY1946
 SY1946                          SUPERSEDED SURVEY CONTROL
 SY1946
 SY1946  NAD 83(1986)-  47 15 54.30256(N)    122 01 05.23960(W) AD(       ) 2
 SY1946  NAD 27      -  47 15 54.94700(N)    122 01 00.83000(W) AD(       ) 2
 SY1946
 SY1946.Superseded values are not recommended for survey control.
 SY1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1946.See file dsdata.txt to determine how the superseded data were derived.
 SY1946
 SY1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7427835090(NAD 83)
 SY1946
 SY1946  HISTORY     - Date     Condition        Report By
 SY1946  HISTORY     - 1936     MONUMENTED       CGS
 SY1946
 SY1946                          STATION DESCRIPTION
 SY1946
 SY1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY1946'DERRICK IN A SMALL CLEARING ON PROPERTY OF SOUND CITY OIL AND GAS
 SY1946'COMPANY.  NEAR W 1/4 CORNER OF SEC. 35 T. 21 N, R. 6 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2359 ***********************************************************************
 SY2359  DESIGNATION -  DES
 SY2359  PID         -  SY2359
 SY2359  STATE/COUNTY-  WA/KING
 SY2359  USGS QUAD   -  DES MOINES (1995)
 SY2359
 SY2359                         *CURRENT SURVEY CONTROL
 SY2359  ___________________________________________________________________
 SY2359* NAD 83(1991)-  47 24 57.14528(N)    122 19 42.11325(W)     ADJUSTED  
 SY2359* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 SY2359  ___________________________________________________________________
 SY2359  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 SY2359  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 SY2359
 SY2359  HORZ ORDER  -  SECOND
 SY2359
 SY2359.The horizontal coordinates were established by classical geodetic methods
 SY2359.and adjusted by the National Geodetic Survey in December 1991..
 SY2359
 SY2359.The orthometric height was scaled from a topographic map.
 SY2359
 SY2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2359
 SY2359.The geoid height was determined by GEOID03.
 SY2359
 SY2359;                    North         East     Units Scale Factor Converg.
 SY2359;SPC WA N     -    47,333.789   387,184.389   MT  1.00001675   -1 06 47.1
 SY2359;SPC WA N     -   155,294.27  1,270,287.45   sFT  1.00001675   -1 06 47.1
 SY2359;SPC WA S     -   233,085.867   362,034.174   MT  1.00001994   -1 19 41.2
 SY2359;SPC WA S     -   764,715.88  1,187,773.79   sFT  1.00001994   -1 19 41.2
 SY2359;UTM  10      - 5,251,598.973   550,663.803   MT  0.99963154   +0 29 40.3
 SY2359
 SY2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2359!SPC WA N     -   0.99998476  x   1.00001675  =   1.00000151
 SY2359!SPC WA S     -   0.99998476  x   1.00001994  =   1.00000470
 SY2359!UTM  10      -   0.99998476  x   0.99963154  =   0.99961631
 SY2359
 SY2359:                Primary Azimuth Mark                     Grid Az
 SY2359:SPC WA N     -  AIRPORT BCN SEATAC APT                   033 02 14.2
 SY2359:SPC WA S     -  AIRPORT BCN SEATAC APT                   033 15 08.3
 SY2359:UTM  10      -  AIRPORT BCN SEATAC APT                   031 25 46.8
 SY2359
 SY2359|---------------------------------------------------------------------|
 SY2359| PID    Reference Object                     Distance      Geod. Az  |
 SY2359|                                                           dddmmss.s |
 SY2359| SY2350 AIRPORT BCN SEATAC APT              APPROX. 3.6 KM 0315527.1 |
 SY2359| CE3528 DES RM 1                             26.198 METERS 08148     |
 SY2359| SY2472 DES 1955 AZ MK                      334.854 METERS 08607     |
 SY2359| SY2360 NORMANDY PARK DIST 75 SPIPE          16.774 METERS 13636     |
 SY2359| CE3529 DES RM 2                             26.121 METERS 20435     |
 SY2359|---------------------------------------------------------------------|
 SY2359
 SY2359                          SUPERSEDED SURVEY CONTROL
 SY2359
 SY2359  NAD 83(1986)-  47 24 57.13880(N)    122 19 42.12357(W) AD(       ) 2
 SY2359  NAD 27      -  47 24 57.77600(N)    122 19 37.68100(W) AD(       ) 2
 SY2359
 SY2359.Superseded values are not recommended for survey control.
 SY2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2359.See file dsdata.txt to determine how the superseded data were derived.
 SY2359
 SY2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5066451599(NAD 83)
 SY2359_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2359
 SY2359  HISTORY     - Date     Condition        Report By
 SY2359  HISTORY     - 1955     MONUMENTED       CGS
 SY2359  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SY2359  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SY2359  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2359  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY2359  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY2359  HISTORY     - 1987     GOOD             USPSQD
 SY2359  HISTORY     - 1988     GOOD             USPSQD
 SY2359
 SY2359                          STATION DESCRIPTION
 SY2359
 SY2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2359'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF THE BUSINESS
 SY2359'DISTRICT OF DES MOINES IN THE NORMANDIE PARK RESIDENTIAL SECTION IN
 SY2359'THE SOUTHEAST ANGLE OF THE INTERSECTION OF S 208 STREET AND 5TH
 SY2359'AVE. S, 56 FEET SOUTH OF THE CENTER OF S 208 STREET, 52 FEET EAST
 SY2359'OF THE CENTER OF 5TH AVE. S AND 32.7 FEET NORTHWEST OF THE EDGE
 SY2359'OF THE KING COUNTY WATER DIST. 75 STANDPIPE.  (A TRAVERSE
 SY2359'CONNECTION WAS MADE TO THE CENTER OF THE STANDPIPE.) THE MARK IS
 SY2359'STAMPED DES 1955 AND IS FLUSH WITH THE GROUND SURFACE.
 SY2359'
 SY2359'REFERENCE MARK NO. 1 IS 46 FEET NORTHEAST OF THE STANDPIPE AND 42
 SY2359'FEET SOUTH OF THE CENTER OF S 208 STREET.  IT IS STAMPED DES NO 1
 SY2359'1955 AND IS FLUSH WITH THE GROUND SURFACE.
 SY2359'
 SY2359'R.M. NO. 2 IS 60 FEET WEST-SOUTHWEST OF THE STANDPIPE, 14 FEET
 SY2359'EAST OF THE CENTER OF 5TH AVE. S AND 1 FOOT NORTH OF A POWER LINE
 SY2359'POLE.  IT IS STAMPED DES NO 2 1955 AND IS FLUSH WITH THE GROUND
 SY2359'SURFACE.
 SY2359'
 SY2359'THE AZIMUTH MARK IS IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 SY2359'S 208 STREET AND 8TH AVE. S, 22 FEET EAST OF THE CENTER OF 8TH
 SY2359'AVE. S, 20 FEET NORTH OF THE CENTER OF S 208 STREET AND 2 FEET
 SY2359'WEST OF A POWER LINE POLE.  IT IS STAMPED DES 1955 AND IS FLUSH
 SY2359'WITH THE GROUND SURFACE.
 SY2359'
 SY2359'TO REACH THE STATION FROM THE POST OFFICE IN DES MOINES, GO NORTH
 SY2359'ON STATE ROUTE 1K (MARINE VIEW DRIVE) FOR 1.35 MILES TO S 208
 SY2359'STREET, TURN RIGHT AND GO EAST ON S 208 STREET FOR 0.3 MILE TO
 SY2359'5TH AVE. S AND STATION ON RIGHT JUST NORTHWEST OF STANDPIPE AS
 SY2359'DESCRIBED, CONTINUE EAST FOR 0.2 MILE TO 8TH AVE. S AND AZIMUTH
 SY2359'MARK ON LEFT AS DESCRIBED.
 SY2359'
 SY2359'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 SY2359
 SY2359                          STATION RECOVERY (1957)
 SY2359
 SY2359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 SY2359'STATION AND ALL MARKS RECOVERED IN GOOD PHYSICAL CONDITION.  THE
 SY2359'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT THE ANGLE BETWEEN
 SY2359'R.M.1 AND R.M.2 SHOULD BE 122 DEGREES INSTEAD OF 121.  AN ATTEMPT
 SY2359'WAS MADE TO SEE THE AZIMUTH MARK OR A DISTANT STATION BUT IT WAS
 SY2359'NOT POSSIBLE FROM THE GROUND.  A COPY OF THE OBSERVATIONS BETWEEN
 SY2359'R.M.S IS ATTACHED.  THE FOLLOWING DAY THE ANGLE WAS CHECKED WITH
 SY2359'NO CHANGE.
 SY2359
 SY2359                          STATION RECOVERY (1958)
 SY2359
 SY2359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (PAS)
 SY2359'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SY2359'CONDITION.  THE AZIMUTH MARK WAS NOT VISIBLE FROM THE GROUND AT
 SY2359'THE STATION AND WAS NOT SEARCHED FOR.
 SY2359'
 SY2359'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 SY2359
 SY2359                          STATION RECOVERY (1963)
 SY2359
 SY2359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2359'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED EXCEPT THAT
 SY2359'A FENCE WITH A LOCKED GATE HAS BEEN CONSTRUCTED AROUND THE
 SY2359'STANDPIPE, KEY FOR WHICH CAN BE OBTAINED FROM THE WATER DEPARTMENT
 SY2359'OFFICE AT SO. 200TH ST. AND 28TH AVE. SO.  THE STATION MARK IS
 SY2359'33.4 FEET WEST OF THE NORTHWEST CORNER OF A SQUARE CONCRETE SLAB
 SY2359'ON THE NORTH SIDE OF THE STANDPIPE, 28-1/2 FEET EAST OF THE WEST
 SY2359'SIDE OF THE CYCLONE FENCE AROUND THE STANDPIPE AND 24 FEET
 SY2359'SOUTH OF THE NORTH SIDE OF THE FENCE.  REFERENCE MARK NO. 1 IS
 SY2359'ABOUT 1 INCH BELOW GROUND.  IT IS 13 FEET SOUTH OF THE NORTH
 SY2359'SIDE OF THE FENCE AND 12-1/2 FEET SOUTHEAST OF A TREE.  REFERENCE
 SY2359'MARK NO. 2 PROJECTS ABOUT 6 INCHES ON THE NORTH SIDE.  LOOKS AS
 SY2359'THOUGH THE DIRT HAS BEEN WASHED AWAY, RATHER THAN THE MARK
 SY2359'DISTURBED.  THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 SY2359
 SY2359                          STATION RECOVERY (1964)
 SY2359
 SY2359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWB)
 SY2359'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE RECOVERED IN
 SY2359'GOOD CONDITION.  REFERENCE MARK NO.2 WAS RECOVERED, BUT THE
 SY2359'AZIMUTH AND DISTANCE FROM THE STATION DID NOT CHECK.  THE
 SY2359'PREVIOUS DESCRIPTIONS ARE ADEQUATE FOR RECOVERY.
 SY2359
 SY2359                          STATION RECOVERY (1972)
 SY2359
 SY2359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CRL)
 SY2359'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 SY2359'GOOD CONDITION.
 SY2359'
 SY2359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2359'1 MILE N OF DES MOINES.
 SY2359
 SY2359                          STATION RECOVERY (1987)
 SY2359
 SY2359'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY2359'RECOVERED IN GOOD CONDITION.
 SY2359
 SY2359                          STATION RECOVERY (1988)
 SY2359
 SY2359'RECOVERY NOTE BY US POWER SQUADRON 1988 (RWF)
 SY2359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5626 ***********************************************************************
 SY5626  DESIGNATION -  DES MOINES DIST 54 WT
 SY5626  PID         -  SY5626
 SY5626  STATE/COUNTY-  WA/KING
 SY5626  USGS QUAD   -  DES MOINES (1995)
 SY5626
 SY5626                         *CURRENT SURVEY CONTROL
 SY5626  ___________________________________________________________________
 SY5626* NAD 83(1991)-  47 24 22.52715(N)    122 19 10.14101(W)     ADJUSTED  
 SY5626* NAVD 88     -                                                        
 SY5626  ___________________________________________________________________
 SY5626  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 SY5626  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SY5626
 SY5626  HORZ ORDER  -  THIRD
 SY5626
 SY5626.The horizontal coordinates were established by classical geodetic methods
 SY5626.and adjusted by the National Geodetic Survey in December 1991..
 SY5626
 SY5626
 SY5626.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5626
 SY5626.The geoid height was determined by GEOID03.
 SY5626
 SY5626;                    North         East     Units Scale Factor Converg.
 SY5626;SPC WA N     -    46,251.876   387,833.837   MT  1.00001880   -1 06 23.3
 SY5626;SPC WA N     -   151,744.70  1,272,418.18   sFT  1.00001880   -1 06 23.3
 SY5626;UTM  10      - 5,250,536.115   551,343.085   MT  0.99963240   +0 30 03.6
 SY5626
 SY5626                          SUPERSEDED SURVEY CONTROL
 SY5626
 SY5626  NAD 83(1986)-  47 24 22.52705(N)    122 19 10.13609(W) AD(       ) 4
 SY5626
 SY5626.Superseded values are not recommended for survey control.
 SY5626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5626.See file dsdata.txt to determine how the superseded data were derived.
 SY5626
 SY5626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5134350536(NAD 83)
 SY5626_MARKER: 53 = ELEVATED TANK
 SY5626_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5626+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 SY5626
 SY5626  HISTORY     - Date     Condition        Report By
 SY5626  HISTORY     - 1981     FIRST OBSERVED   NOS
 SY5626  HISTORY     - 19961109 GOOD             USPSQD
 SY5626  HISTORY     - 20050208 GOOD             USPSQD
 SY5626
 SY5626                          STATION DESCRIPTION
 SY5626
 SY5626'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SY5626'THE STATION IS LOCATED ON A HIGH HILL OVER-LOOKING PUGET SOUND IN
 SY5626'THE TOWN OF DES MOINES, ABOUT 60 METERS NORTHEAST OF 11TH STREET
 SY5626'SOUTH AND SOUTH 219TH STREET.
 SY5626'
 SY5626'THE STATION IS AN ELEVATED BULBOUS-SHAPED, BLUE WATERTANK.
 SY5626'THE CENTER OF THE TOP VENT OF THE WATERTANK WAS INTERSECTED.
 SY5626
 SY5626                          STATION RECOVERY (1996)
 SY5626
 SY5626'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5626'RECOVERED IN GOOD CONDITION.
 SY5626
 SY5626                          STATION RECOVERY (2005)
 SY5626
 SY5626'RECOVERY NOTE BY US POWER SQUADRON 2005 (RK)
 SY5626'WATER TOWER FOR KING COUNTY WATER DISTRICT 54, PUBLIC WATER SUPPLY,
 SY5626'21810 11TH AV S, DES MOINES WA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5627 ***********************************************************************
 SY5627  DESIGNATION -  DES MOINES MARINA LT 4
 SY5627  PID         -  SY5627
 SY5627  STATE/COUNTY-  WA/KING
 SY5627  USGS QUAD   -  DES MOINES (1995)
 SY5627
 SY5627                         *CURRENT SURVEY CONTROL
 SY5627  ___________________________________________________________________
 SY5627* NAD 83(1991)-  47 24 06.20860(N)    122 19 55.47652(W)     ADJUSTED  
 SY5627* NAVD 88     -         7.2    (meters)      24.     (feet)  VERTCON   
 SY5627  ___________________________________________________________________
 SY5627  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 SY5627  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SY5627
 SY5627  HORZ ORDER  -  THIRD
 SY5627
 SY5627.The horizontal coordinates were established by classical geodetic methods
 SY5627.and adjusted by the National Geodetic Survey in December 1991..
 SY5627
 SY5627.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5627
 SY5627.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5627
 SY5627.The geoid height was determined by GEOID03.
 SY5627
 SY5627;                    North         East     Units Scale Factor Converg.
 SY5627;SPC WA N     -    45,766.429   386,873.679   MT  1.00001978   -1 06 57.0
 SY5627;SPC WA N     -   150,152.03  1,269,268.06   sFT  1.00001978   -1 06 57.0
 SY5627;UTM  10      - 5,250,024.123   550,397.289   MT  0.99963121   +0 29 30.0
 SY5627
 SY5627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5627!SPC WA N     -   1.00000245  x   1.00001978  =   1.00002223
 SY5627!UTM  10      -   1.00000245  x   0.99963121  =   0.99963366
 SY5627
 SY5627                          SUPERSEDED SURVEY CONTROL
 SY5627
 SY5627  NAD 83(1986)-  47 24 06.20391(N)    122 19 55.48599(W) AD(       ) 4
 SY5627  NGVD 29 (10/01/90)    6.1    (m)           20.     (f) VERT ANG       
 SY5627
 SY5627.Superseded values are not recommended for survey control.
 SY5627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5627.See file dsdata.txt to determine how the superseded data were derived.
 SY5627
 SY5627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5039750024(NAD 83)
 SY5627_MARKER: 14 = NAVIGATION LIGHT
 SY5627_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5627+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 SY5627
 SY5627  HISTORY     - Date     Condition        Report By
 SY5627  HISTORY     - 1981     FIRST OBSERVED   NOS
 SY5627  HISTORY     - 19960801 GOOD             USPSQD
 SY5627  HISTORY     - 19961109 GOOD             USPSQD
 SY5627  HISTORY     - 20050208 GOOD             USPSQD
 SY5627
 SY5627                          STATION DESCRIPTION
 SY5627
 SY5627'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SY5627'THE STATION IS LOCATED ALONG THE EAST SHORE OF PUGET SOUND AT THE
 SY5627'DES MOINES SMALL BOAT HARBOR, AT THE NORTH END OF THE BOULDER
 SY5627'BREAKWATER, THAT FORMS THE WEST SIDE OF THE BOAT BASIN.
 SY5627'
 SY5627'THE STATION IS THE RED NAVIGATION LIGHT ON A LOW TRIANGULAR
 SY5627'STRUCTURE. DESIGNATED AS NO. 2341 IN THE COAST GUARD LIGHT LIST,
 SY5627'VOLUME 3, 1981.
 SY5627
 SY5627                          STATION RECOVERY (1996)
 SY5627
 SY5627'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5627'RECOVERED IN GOOD CONDITION.
 SY5627
 SY5627                          STATION RECOVERY (1996)
 SY5627
 SY5627'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5627'RECOVERED IN GOOD CONDITION.
 SY5627
 SY5627                          STATION RECOVERY (2005)
 SY5627
 SY5627'RECOVERY NOTE BY US POWER SQUADRON 2005 (RK)
 SY5627'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5628 ***********************************************************************
 SY5628  DESIGNATION -  DES MOINES MARINA LT 7
 SY5628  PID         -  SY5628
 SY5628  STATE/COUNTY-  WA/KING
 SY5628  USGS QUAD   -  DES MOINES (1995)
 SY5628
 SY5628                         *CURRENT SURVEY CONTROL
 SY5628  ___________________________________________________________________
 SY5628* NAD 83(1991)-  47 23 47.98341(N)    122 19 49.47239(W)     ADJUSTED  
 SY5628* NAVD 88     -         6.8    (meters)      22.     (feet)  VERTCON   
 SY5628  ___________________________________________________________________
 SY5628  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 SY5628  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SY5628
 SY5628  HORZ ORDER  -  THIRD
 SY5628
 SY5628.The horizontal coordinates were established by classical geodetic methods
 SY5628.and adjusted by the National Geodetic Survey in December 1991..
 SY5628
 SY5628.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5628
 SY5628.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5628
 SY5628.The geoid height was determined by GEOID03.
 SY5628
 SY5628;                    North         East     Units Scale Factor Converg.
 SY5628;SPC WA N     -    45,201.226   386,988.602   MT  1.00002088   -1 06 52.6
 SY5628;SPC WA N     -   148,297.69  1,269,645.11   sFT  1.00002088   -1 06 52.6
 SY5628;UTM  10      - 5,249,462.585   550,527.972   MT  0.99963137   +0 29 34.3
 SY5628
 SY5628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5628!SPC WA N     -   1.00000251  x   1.00002088  =   1.00002339
 SY5628!UTM  10      -   1.00000251  x   0.99963137  =   0.99963387
 SY5628
 SY5628                          SUPERSEDED SURVEY CONTROL
 SY5628
 SY5628  NAD 83(1986)-  47 23 47.97888(N)    122 19 49.48180(W) AD(       ) 4
 SY5628  NGVD 29 (10/01/90)    5.8    (m)           19.     (f) VERT ANG       
 SY5628
 SY5628.Superseded values are not recommended for survey control.
 SY5628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5628.See file dsdata.txt to determine how the superseded data were derived.
 SY5628
 SY5628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5052849463(NAD 83)
 SY5628_MARKER: 14 = NAVIGATION LIGHT
 SY5628_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5628+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 SY5628
 SY5628  HISTORY     - Date     Condition        Report By
 SY5628  HISTORY     - 1981     FIRST OBSERVED   NOS
 SY5628  HISTORY     - 19960801 GOOD             USPSQD
 SY5628  HISTORY     - 20050208 GOOD             USPSQD
 SY5628
 SY5628                          STATION DESCRIPTION
 SY5628
 SY5628'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SY5628'THE STATION IS LOCATED ALONG THE EAST SHORE OF PUGET SOUND, AT THE
 SY5628'DES MOINES SMALL BOAT HARBOR, AT THE SOUTHWEST CORNER OF THE
 SY5628'BOULDER BREAKWATER THAT FORMS THE WEST SIDE OF THE BOAT HARBOR.
 SY5628'
 SY5628'THE STATION IS A WHITE LIGHT ON A LOW, TRIANGULAR STRUCTURE.
 SY5628'DESIGNATED AS NO. 2343 IN THE COAST GUARD LIGHT LIST, VOLUME 3,
 SY5628'1981.
 SY5628
 SY5628                          STATION RECOVERY (1996)
 SY5628
 SY5628'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5628'RECOVERED IN GOOD CONDITION.
 SY5628
 SY5628                          STATION RECOVERY (2005)
 SY5628
 SY5628'RECOVERY NOTE BY US POWER SQUADRON 2005 (RK)
 SY5628'THIS IS A RED LIGHT, ON A LOW TRAINGULAR STRUCTURE, DESIGNATED AT NO.
 SY5628'17055 LIGHT 4, IN THE COAST GUARD LIGHT LIST VOLUME SIX 2005
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2386 ***********************************************************************
 SY2386  DESIGNATION -  DES MOINES MASONIC HOME TANK
 SY2386  PID         -  SY2386
 SY2386  STATE/COUNTY-  WA/KING
 SY2386  USGS QUAD   -  DES MOINES (1995)
 SY2386
 SY2386                         *CURRENT SURVEY CONTROL
 SY2386  ___________________________________________________________________
 SY2386* NAD 83(1991)-  47 23 22.96031(N)    122 19 14.45358(W)     ADJUSTED  
 SY2386* NAVD 88     -                                                        
 SY2386  ___________________________________________________________________
 SY2386  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 SY2386  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 SY2386
 SY2386  HORZ ORDER  -  THIRD
 SY2386
 SY2386.The horizontal coordinates were established by classical geodetic methods
 SY2386.and adjusted by the National Geodetic Survey in December 1991..
 SY2386
 SY2386
 SY2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2386
 SY2386.The geoid height was determined by GEOID03.
 SY2386
 SY2386;                    North         East     Units Scale Factor Converg.
 SY2386;SPC WA N     -    44,414.329   387,707.882   MT  1.00002240   -1 06 26.5
 SY2386;SPC WA N     -   145,716.01  1,272,004.94   sFT  1.00002240   -1 06 26.5
 SY2386;UTM  10      - 5,248,696.472   551,268.753   MT  0.99963230   +0 29 59.9
 SY2386
 SY2386                          SUPERSEDED SURVEY CONTROL
 SY2386
 SY2386  NAD 83(1986)-  47 23 22.95388(N)    122 19 14.46335(W) AD(       ) 4
 SY2386  NAD 27      -  47 23 23.59526(N)    122 19 10.02067(W) AD(       ) 3
 SY2386
 SY2386.Superseded values are not recommended for survey control.
 SY2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2386.See file dsdata.txt to determine how the superseded data were derived.
 SY2386
 SY2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5126948696(NAD 83)
 SY2386_MARKER: 53 = ELEVATED TANK
 SY2386_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY2386+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 SY2386
 SY2386  HISTORY     - Date     Condition        Report By
 SY2386  HISTORY     - 1935     FIRST OBSERVED   CGS
 SY2386  HISTORY     - 1955     GOOD             CGS
 SY2386  HISTORY     - 1973     GOOD             NGS
 SY2386  HISTORY     - 1979     GOOD             NGS
 SY2386  HISTORY     - 1981     GOOD             NOS
 SY2386  HISTORY     - 1987     GOOD             USPSQD
 SY2386  HISTORY     - 20050208 GOOD             USPSQD
 SY2386
 SY2386                          STATION DESCRIPTION
 SY2386
 SY2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2386'THE STATION IS LOCATED ON A HIGH HILL OVER-LOOKING PUGET SOUND
 SY2386'ABOUT 0.1 MILE NORTH OF THE MASONIC HOME AT THE SOUTH EDGE OF
 SY2386'DES MOINES.
 SY2386'
 SY2386'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 SY2386'HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL HEIGHT
 SY2386'OF 135 FEET.
 SY2386'
 SY2386'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 SY2386'
 SY2386'STATION LOCATED IN 1935 BY J.S.
 SY2386
 SY2386                          STATION RECOVERY (1973)
 SY2386
 SY2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2386'STATION WAS RECOVERED AS DESCRIBED IN 1955.
 SY2386'
 SY2386'STATION IS LOCATED ON A HILL ABOUT 0.1 MILE NORTH OF THE MASONIC
 SY2386'HOME AT THE SOUTH EDGE OF DES MOINES.  THE TANK HAS A CONICAL ROOF
 SY2386'WITH A BALL AT THE APEX, IS SUPPORTED BY FOUR LEGS AND IS ABOUT
 SY2386'135 FEET HIGH.
 SY2386'
 SY2386'THIS STATION WAS PREVIOUSLY LISTED AS DES MOINES, MASONIC HOME,
 SY2386'WATER TANK.
 SY2386
 SY2386                          STATION RECOVERY (1979)
 SY2386
 SY2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 SY2386'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SY2386
 SY2386                          STATION RECOVERY (1981)
 SY2386
 SY2386'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SY2386'THE STATION WAS RECOVERED AS DESCRIBED.
 SY2386
 SY2386                          STATION RECOVERY (1987)
 SY2386
 SY2386'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY2386'RECOVERED IN GOOD CONDITION.
 SY2386
 SY2386                          STATION RECOVERY (2005)
 SY2386
 SY2386'RECOVERY NOTE BY US POWER SQUADRON 2005 (RK)
 SY2386'LOCATED 1 BLOCK EAST OF JUDSON PARK RETIREMENT CENTER, 23600 MARINE DR
 SY2386'S, DES MOINES, WA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0581 ***********************************************************************
 SD0581  DESIGNATION -  DES S CUT REAR RNG 1957
 SD0581  PID         -  SD0581
 SD0581  STATE/COUNTY-  WA/PACIFIC
 SD0581  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0581
 SD0581                         *CURRENT SURVEY CONTROL
 SD0581  ___________________________________________________________________
 SD0581* NAD 83(1991)-  46 16 49.00524(N)    124 03 38.66686(W)     ADJUSTED  
 SD0581* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SD0581  ___________________________________________________________________
 SD0581  LAPLACE CORR-          14.39  (seconds)                    DEFLEC99
 SD0581  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 SD0581
 SD0581  HORZ ORDER  -  THIRD
 SD0581
 SD0581.The horizontal coordinates were established by classical geodetic methods
 SD0581.and adjusted by the National Geodetic Survey in December 1991..
 SD0581
 SD0581.The orthometric height was scaled from a topographic map.
 SD0581
 SD0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0581
 SD0581.The geoid height was determined by GEOID03.
 SD0581
 SD0581;                    North         East     Units Scale Factor Converg.
 SD0581;SPC WA S     -   111,445.360   225,682.056   MT  0.99992868   -2 35 11.4
 SD0581;SPC WA S     -   365,633.65    740,425.21   sFT  0.99992868   -2 35 11.4
 SD0581;SPC OR N     -   296,497.225 2,225,635.245   MT  1.00008340   -2 31 30.8
 SD0581;SPC OR N     -   972,759.92  7,301,952.90   iFT  1.00008340   -2 31 30.8
 SD0581;UTM  10      - 5,125,735.947   418,280.293   MT  0.99968209   -0 46 00.0
 SD0581
 SD0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0581!SPC WA S     -   1.00000350  x   0.99992868  =   0.99993218
 SD0581!SPC OR N     -   1.00000350  x   1.00008340  =   1.00008690
 SD0581!UTM  10      -   1.00000350  x   0.99968209  =   0.99968559
 SD0581
 SD0581:                Primary Azimuth Mark                     Grid Az
 SD0581:SPC WA S     -  DRIFT 2                                  270 41 27.8
 SD0581:SPC OR N     -  DRIFT 2                                  270 37 47.2
 SD0581:UTM  10      -  DRIFT 2                                  268 52 16.4
 SD0581
 SD0581|---------------------------------------------------------------------|
 SD0581| PID    Reference Object                     Distance      Geod. Az  |
 SD0581|                                                           dddmmss.s |
 SD0581| SD0610 DRIFT 2                             APPROX. 1.8 KM 2680616.4 |
 SD0581|---------------------------------------------------------------------|
 SD0581
 SD0581                          SUPERSEDED SURVEY CONTROL
 SD0581
 SD0581  NAD 83(1991)-  46 16 49.00524(N)    124 03 38.66687(W) AD(       ) 3
 SD0581  NAD 83(1986)-  46 16 49.01032(N)    124 03 38.63889(W) AD(       ) 3
 SD0581  NAD 27      -  46 16 49.65139(N)    124 03 34.08502(W) AD(       ) 3
 SD0581
 SD0581.Superseded values are not recommended for survey control.
 SD0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0581.See file dsdata.txt to determine how the superseded data were derived.
 SD0581
 SD0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1828025736(NAD 83)
 SD0581
 SD0581  HISTORY     - Date     Condition        Report By
 SD0581  HISTORY     - 1957     MONUMENTED       CGS
 SD0581
 SD0581                          STATION DESCRIPTION
 SD0581
 SD0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SD0581'LOCATED 2 MILES SOUTHWEST OF ILWACO, WASHINGTON, 0.5 MILE NORTHWEST
 SD0581'OF CAPE DISAPPOINTMENT LIGHTHOUSE, 148 FEET NORTHWEST OF MEAN HIGH
 SD0581'WATER LINE, 118 FEET SOUTHEAST OF CENTERLINE OF ROAD ALONG NORTH
 SD0581'JETTY AND 8 FEET ABOVE MEAN HIGH WATER.
 SD0581'
 SD0581'STATION IS A 2-INCH PIPE PROJECTING 0.3 FEET ABOVE CENTER OF A 13 X
 SD0581'13 FOOT SQUARE CONCRETE BASE OF A SKELETON STEEL STRUCTURE
 SD0581'SUPPORTING A WHITE DIAMOND-SHAPED DAYMARK WITH VERTICAL RED STRIPE IN
 SD0581'CENTER.  HEIGHT OF DAYBEACON ABOVE GROUND IS 33 FEET.
 SD0581'
 SD0581'NO REFERENCE MARKS OR AZIMUTH MARK WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1542 ***********************************************************************
 SW1542  DESIGNATION -  DESERTED
 SW1542  PID         -  SW1542
 SW1542  STATE/COUNTY-  WA/GRANT
 SW1542  USGS QUAD   -  WINCHESTER SW (1978)
 SW1542
 SW1542                         *CURRENT SURVEY CONTROL
 SW1542  ___________________________________________________________________
 SW1542* NAD 83(1991)-  47 04 34.47370(N)    119 41 31.45522(W)     ADJUSTED  
 SW1542* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 SW1542  ___________________________________________________________________
 SW1542  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 SW1542  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 SW1542
 SW1542  HORZ ORDER  -  SECOND
 SW1542
 SW1542.The horizontal coordinates were established by classical geodetic methods
 SW1542.and adjusted by the National Geodetic Survey in December 1991..
 SW1542
 SW1542.The orthometric height was scaled from a topographic map.
 SW1542
 SW1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1542
 SW1542.The geoid height was determined by GEOID03.
 SW1542
 SW1542;                    North         East     Units Scale Factor Converg.
 SW1542;SPC WA S     -   194,042.969   561,356.330   MT  0.99995133   +0 35 12.8
 SW1542;SPC WA S     -   636,622.64  1,841,716.56   sFT  0.99995133   +0 35 12.8
 SW1542;UTM  11      - 5,217,153.726   295,630.448   MT  1.00011335   -1 58 19.1
 SW1542
 SW1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1542!SPC WA S     -   0.99994603  x   0.99995133  =   0.99989736
 SW1542!UTM  11      -   0.99994603  x   1.00011335  =   1.00005937
 SW1542
 SW1542|---------------------------------------------------------------------|
 SW1542| PID    Reference Object                     Distance      Geod. Az  |
 SW1542|                                                           dddmmss.s |
 SW1542| SW1544 DESERTED 2                          273.045 METERS 19952     |
 SW1542| SW1545 SECTION CORNER BOR 1973             354.771 METERS 22155     |
 SW1542| CF1335 DESERTED RM 2                        10.180 METERS 27820     |
 SW1542| CF1334 DESERTED RM 1                         8.460 METERS 35933     |
 SW1542|---------------------------------------------------------------------|
 SW1542
 SW1542                          SUPERSEDED SURVEY CONTROL
 SW1542
 SW1542  NAD 83(1986)-  47 04 34.48232(N)    119 41 31.44364(W) AD(       ) 2
 SW1542  NAD 27      -  47 04 34.99270(N)    119 41 27.29490(W) AD(       ) 2
 SW1542
 SW1542.Superseded values are not recommended for survey control.
 SW1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1542.See file dsdata.txt to determine how the superseded data were derived.
 SW1542
 SW1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9563017154(NAD 83)
 SW1542_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1542
 SW1542  HISTORY     - Date     Condition        Report By
 SW1542  HISTORY     - 1958     MONUMENTED       CGS
 SW1542  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SW1542  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SW1542
 SW1542                          STATION DESCRIPTION
 SW1542
 SW1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SW1542'THE STATION IS LOCATED ABOUT 21 MILES WEST OF THE POST OFFICE IN
 SW1542'MOSES LAKE, 7 MILES EAST OF BURKE JUNCTION, 0.15 MILE EAST OF AN
 SW1542'OLD DESERTED HOUSE AND ON THE TOP OF A SANDY SAGE COVERED HILL.
 SW1542'
 SW1542'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AND
 SW1542'DIVISION STREETS (WHICH IS 1 BLOCK NORTHWEST OF THE MOSES LAKE
 SW1542'POST OFFICE), GO SOUTHWEST ON BROADWAY STREET AND U.S. HIGHWAY 10
 SW1542'(CITY ROUTE) FOR 3.0 MILES TO A BRIDGE OVER MOSES LAKE, CONTINUE
 SW1542'WEST ON U.S. HIGHWAY 10 FOR 11.0 MILES TO AN UNDERPASS (THAT IS
 SW1542'JUST WEST OF WHERE 3 POWER TRANSMISSION LINES CROSS THE
 SW1542'HIGHWAY), CONTINUE WEST ON THE HIGHWAY FOR 6.0 MILES TO A
 SW1542'T-FENCE CORNER AND A TRACK ROAD ON THE LEFT, TURN LEFT, PASSING
 SW1542'THROUGH A WIRE GATE AND FOLLOW THE TRACK ROAD SOUTH ALONG THE
 SW1542'EAST SIDE OF A FENCE FOR 1.0 MILE TO A GATE ON THE RIGHT
 SW1542'LEADING INTO A STOCK PEN, TURN RIGHT, AND GO WEST ACROSS THE PEN
 SW1542'FOR 0.05 MILE TO ANOTHER WIRE GATE, PASS THROUGH THE GATE AND
 SW1542'GO SOUTH SOUTHWEST ON A DIM TRACK ROAD FOR 1.1 MILES TO THE TOP
 SW1542'OF A BRUSH COVERED SAND HILL AND THE STATION.
 SW1542'
 SW1542'THE STATION MARK, STAMPED DESERTED 1958, IS A STANDARD DISK SET
 SW1542'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SW1542'4 INCHES.  IT IS 0.2 MILES EAST OF A FENCELINE, 0.15 MILE EAST OF
 SW1542'AN OLD DESERTED HOUSE AND 7 FEET NORTH OF A WITNESS POST.
 SW1542'
 SW1542'REFERENCE MARK NO. 1, STAMPED DESERTED NO 1 1958, IS A STANDARD
 SW1542'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 SW1542'PROJECTS 4 INCHES AND IS 34 FEET NORTH OF A WITNESS POST.
 SW1542'
 SW1542'REFERENCE MARK NO. 2, STAMPED DESERTED NO 2 1958, IS A STANDARD
 SW1542'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 SW1542'PROJECTS 3 INCHES AND IS 37 FEET WEST OF A WITNESS POST.
 SW1542'
 SW1542'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 40.1 FEET.
 SW1542
 SW1542                          STATION RECOVERY (1967)
 SW1542
 SW1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW1542'THE STATION IS ABOUT 21 MILES WEST OF MOSES LAKE, 6 MILES EAST OF
 SW1542'GEORGE, 3.7 MILES EAST AND 2 MILES SOUTH OF THE ADAMS ROAD OVERPASS
 SW1542'ON INTERSTATE HIGHWAY 90 AND 0.35 MILE WEST AND 0.15 MILE NORTH OF
 SW1542'THE SOUTHEAST CORNER OF SECTION 4, T 18 N, R 25 E.
 SW1542'
 SW1542'THE STATION MARK, STAMPED DESERTED 1958, IS A STANDARD DISK SET
 SW1542'IN A SQUARE CONCRETE POST WHICH NOW PROJECTS 1 FOOT.  IT IS ON THE
 SW1542'HIGHEST PART OF A SANDY SAGE COVERED HILL ABOUT 0.2 MILE NORTHEAST
 SW1542'OF THE ROOF OF AN OLD BUILDING.  A METAL WITNESS POST WAS SET 1
 SW1542'FOOT WEST OF THE MARK.
 SW1542'
 SW1542'REFERENCE MARK NO. 1, STAMPED DESERTED NO. 1 1958, IS A STANDARD
 SW1542'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 SW1542'ON THE NORTHERN EDGE OF THE HILL AND ABOUT 1 FOOT LOWER THAN THE
 SW1542'STATION MARK.
 SW1542'
 SW1542'REFERENCE MARK NO. 2, STAMPED DESERTED NO. 2 1958, IS A STANDARD
 SW1542'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 SW1542'IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 SW1542'
 SW1542'TO REACH THE STATION FROM THE INTERCHANGE AT GEORGE GO EAST ON
 SW1542'INTERSTATE HIGHWAY 90 FOR 4.75 MILES, TAKE EXIT OFF FREEWAY AND
 SW1542'GO SOUTH 1.0 MILE, TURN LEFT AND GO EAST 1.0 MILE, TURN RIGHT AND
 SW1542'GO SOUTH 1.0 MILE TO THE INTERSECTION OF COUNTY ROADS 1-SW AND
 SW1542'L-SW.  FROM HERE FOLLOW THE BLADED DIRT ROAD SOUTHEASTERLY FOR
 SW1542'4.5 MILES TO A CURVE TO THE SOUTH AND A REVERSE Y ABOUT 0.2 MILE
 SW1542'EAST OF A RANCH HOUSE, TURN SHARP LEFT AND GO NORTHERLY ON A
 SW1542'TRACK ROAD 1.1 MILE TO SECTION CORNER COMMON TO SECTIONS 15, 16,
 SW1542'21 AND 22, CONTINUE NORTH FOR 2.0 MILES TO SECTION CORNER 3, 4,
 SW1542'9, AND 10 (FENCES RUN ALL FOUR DIRECTIONS FROM THIS SECTION
 SW1542'CORNER), FROM HERE GO NORTHWESTERLY ACROSS COUNTRY 0.4 MILE TO THE
 SW1542'HIGHEST POINT IN THE VICINITY AND THE STATION.
 SW1542'
 SW1542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SW1542'21 MILES WEST OF MOSES LAKE.
 SW1542
 SW1542                          STATION RECOVERY (1973)
 SW1542
 SW1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SW1542'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SW1542'CONDITION.  THE LAND IS BEING LEVELED FOR IRRIGATION AND THE
 SW1542'STATION HILL WILL BE LOWERED SEVERAL FEET.  A NEW STATION, DESERTED
 SW1542'2 1973 WAS ESTABLISHED ABOUT 750 FEET SOUTH-SOUTHWEST OF THE
 SW1542'ORIGINAL STATION.  DISKS WERE REMOVED FROM THE CONCRETE POSTS.
 SW1542'
 SW1542'REFERENCE MARKS 1 AND 2 MEASURED .005 M. AND .010 METER SHORTER,
 SW1542'AND THE ANGLE BETWEEN WAS 6 MINUTES LARGER THAN MEASUREMENTS GIVEN
 SW1542'IN THE ORIGINAL DESCRIPTION.  SURFACE STATION MARK WAS DUG OUT AND
 SW1542'THE DISTANCES CHECKED FROM THE UNDERGROUND MARK.  THESE
 SW1542'MEASUREMENTS WERE STILL SHORTER, SO THE SURFACE STATION MARK WAS
 SW1542'USED AS THE FIDUCIAL POINT.
 SW1542'
 SW1542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SW1542'8.5 MILES EAST OF GEORGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1544 ***********************************************************************
 SW1544  DESIGNATION -  DESERTED 2
 SW1544  PID         -  SW1544
 SW1544  STATE/COUNTY-  WA/GRANT
 SW1544  USGS QUAD   -  WINCHESTER SW (1978)
 SW1544
 SW1544                         *CURRENT SURVEY CONTROL
 SW1544  ___________________________________________________________________
 SW1544* NAD 83(1991)-  47 04 26.15783(N)    119 41 35.85220(W)     ADJUSTED  
 SW1544* NAVD 88     -       364.1    (meters)    1195.     (feet)  VERTCON   
 SW1544  ___________________________________________________________________
 SW1544  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 SW1544  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SW1544
 SW1544  HORZ ORDER  -  SECOND
 SW1544
 SW1544.The horizontal coordinates were established by classical geodetic methods
 SW1544.and adjusted by the National Geodetic Survey in December 1991..
 SW1544
 SW1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1544
 SW1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1544
 SW1544.The geoid height was determined by GEOID03.
 SW1544
 SW1544;                    North         East     Units Scale Factor Converg.
 SW1544;SPC WA S     -   193,785.242   561,266.204   MT  0.99995099   +0 35 09.6
 SW1544;SPC WA S     -   635,777.08  1,841,420.87   sFT  0.99995099   +0 35 09.6
 SW1544;UTM  11      - 5,216,900.238   295,528.889   MT  1.00011386   -1 58 22.1
 SW1544
 SW1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1544!SPC WA S     -   0.99994618  x   0.99995099  =   0.99989718
 SW1544!UTM  11      -   0.99994618  x   1.00011386  =   1.00006004
 SW1544
 SW1544|---------------------------------------------------------------------|
 SW1544| PID    Reference Object                     Distance      Geod. Az  |
 SW1544|                                                           dddmmss.s |
 SW1544| SW1542 DESERTED                            273.045 METERS 01952     |
 SW1544| CF1336 DESERTED 2 RM 3                       5.502 METERS 09322     |
 SW1544| SW1543 SOAP                                APPROX. 4.0 KM 2670601.3 |
 SW1544| SW1545 SECTION CORNER BOR 1973             144.425 METERS 26709     |
 SW1544| CF1337 DESERTED 2 RM 4                       8.597 METERS 26757     |
 SW1544|---------------------------------------------------------------------|
 SW1544
 SW1544                          SUPERSEDED SURVEY CONTROL
 SW1544
 SW1544  NAD 83(1986)-  47 04 26.16679(N)    119 41 35.84045(W) AD(       ) 2
 SW1544  NAD 27      -  47 04 26.67677(N)    119 41 31.69234(W) AD(       ) 2
 SW1544  NGVD 29 (07/19/86)  363.0    (m)         1191.     (f) VERT ANG       
 SW1544
 SW1544.Superseded values are not recommended for survey control.
 SW1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1544.See file dsdata.txt to determine how the superseded data were derived.
 SW1544
 SW1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9552916900(NAD 83)
 SW1544_MARKER: DS = TRIANGULATION STATION DISK
 SW1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1544_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1544
 SW1544  HISTORY     - Date     Condition        Report By
 SW1544  HISTORY     - 1973     MONUMENTED       NGS
 SW1544  HISTORY     - 1977     GOOD             NGS
 SW1544
 SW1544                          STATION DESCRIPTION
 SW1544
 SW1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SW1544'THE STATION WAS ESTABLISHED TO REPLACE DESERTED 1958, WHICH WILL
 SW1544'BE DESTROYED DURING LAND LEVELING OPERATIONS.
 SW1544'
 SW1544'THE STATION IS ABOUT 8-1/2 MILES EAST OF GEORGE, 2 MILES SOUTH OF
 SW1544'INTERSTATE HIGHWAY 90, 0.4 MILE WEST OF COUNTY ROAD I-SW, 0.4
 SW1544'MILE WEST OF THE SOUTHEAST CORNER OF SECTION 4, T 18 N, R 25 E,
 SW1544'AND ON LAND OWNED BY MR. STEVE JORGENSON.
 SW1544'
 SW1544'TO REACH FROM THE ADAMS ROAD OVERPASS, (EXIT 154, ABOUT 5 MILES
 SW1544'EAST OF GEORGE), BY GOING EAST ON THE FRONTAGE ROAD ALONG THE
 SW1544'SOUTH SIDE OF INTERSTATE HIGHWAY 90 FOR 4.1 MILES TO COUNTY ROAD
 SW1544'I-NW, TURN RIGHT AND GO SOUTH ON I-NW FOR 2.1 MILES TO A POWER
 SW1544'LINE RUNNING EAST, TURN RIGHT AND GO WEST ALONG A FARM ROAD
 SW1544'BETWEEN SECTIONS 4 AND 9 FOR 0.4 MILE TO A SLIGHT RISE AND THE
 SW1544'STATION ON THE NORTH SIDE OF THE ROAD.
 SW1544'
 SW1544'THE STATION MARK, STAMPED DESERTED 2 1973, IS A STANDARD DISK
 SW1544'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SW1544'ABOUT 35 FEET SOUTHEAST OF THE HIGHEST PART OF A LOW MOUND, 16
 SW1544'FEET NORTH OF THE CENTER OF A FARM ROAD, 5.0 FEET EAST-NORTHEAST
 SW1544'OF THE FENCEPOST ON THE HIGHEST PART OF THE MOUND AND 2.4 FEET
 SW1544'NORTH OF A METAL WITNESS POST AND THE FENCE LINE.
 SW1544'
 SW1544'REFERENCE MARK NO. 3, STAMPED DESERTED 2 NO 3 1973, IS A STANDARD
 SW1544'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 SW1544'IS 14 FEET NORTH OF THE CENTER OF THE FARM ROAD, 1.5 FEET NORTH
 SW1544'OF THE FENCELINE AND 1 FOOT LOWER THAN THE STATION.
 SW1544'
 SW1544'REFERENCE MARK NO. 4, STAMPED DESERTED 2 NO 4 1973, IS A
 SW1544'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4
 SW1544'INCHES.  IT IS 14 FEET NORTH OF THE CENTER OF THE FARM ROAD, 1.5
 SW1544'FEET NORTH OF THE FENCE AND ABOUT 6 INCHES, LOWER THAN THE
 SW1544'STATION.
 SW1544'
 SW1544'1/4 SECTION CORNER IS ABOUT 0.1 MILE WEST OF THE STATION.  IT
 SW1544'IS A BUREAU OF RECLAMATION DISK, STAMPED 1/4 S S4 S9, ON A 3/4
 SW1544'INCH PIPE WHICH PROJECTS 3 INCHES.  IT IS 25.8 FEET SOUTH OF A
 SW1544'FENCE CORNER, 3 FEET WEST OF THE FENCELINE TO THE NORTH PROJECTED,
 SW1544'0.9 FOOT SOUTHWEST OF A 2-FOOT HIGH, 4-INCH SQUARE CONCRETE
 SW1544'REFERENCE POST AND 0.5 FOOT EAST OF A METAL WITNESS POST.
 SW1544'
 SW1544'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SW1544
 SW1544                          STATION RECOVERY (1977)
 SW1544
 SW1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SW1544'THE STATION MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4
 SW1544'WERE RECOVERED AS DESCRIBED BY C.L.N. IN 1973.  THE 1/4 SECTION
 SW1544'CORNER WAS ALSO RECOVERED AS DESCRIBED, EXCEPT THE CONCRETE
 SW1544'REFERENCE POST MENTIONED IN THE 1973 DESCRIPTION HAS BEEN BROKEN
 SW1544'OFF.
 SW1544'
 SW1544'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SW1544'9 MILES EAST OF GEORGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1894 ***********************************************************************
 SY1894  DESIGNATION -  DESIRE
 SY1894  PID         -  SY1894
 SY1894  STATE/COUNTY-  WA/KING
 SY1894  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1894
 SY1894                         *CURRENT SURVEY CONTROL
 SY1894  ___________________________________________________________________
 SY1894* NAD 83(1991)-  47 26 08.22045(N)    122 07 08.08372(W)     ADJUSTED  
 SY1894* NAVD 88     -       194.3    (meters)     637.     (feet)  VERTCON   
 SY1894  ___________________________________________________________________
 SY1894  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 SY1894  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 SY1894
 SY1894  HORZ ORDER  -  FIRST
 SY1894
 SY1894.The horizontal coordinates were established by classical geodetic methods
 SY1894.and adjusted by the National Geodetic Survey in December 1991..
 SY1894
 SY1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1894
 SY1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1894
 SY1894.The geoid height was determined by GEOID03.
 SY1894
 SY1894;                    North         East     Units Scale Factor Converg.
 SY1894;SPC WA N     -    49,242.992   403,024.838   MT  1.00001263   -0 57 25.7
 SY1894;SPC WA N     -   161,558.05  1,322,257.32   sFT  1.00001263   -0 57 25.7
 SY1894;UTM  10      - 5,253,950.732   566,438.613   MT  0.99965424   +0 38 56.3
 SY1894
 SY1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1894!SPC WA N     -   0.99997313  x   1.00001263  =   0.99998576
 SY1894!UTM  10      -   0.99997313  x   0.99965424  =   0.99962738
 SY1894
 SY1894|---------------------------------------------------------------------|
 SY1894| PID    Reference Object                     Distance      Geod. Az  |
 SY1894|                                                           dddmmss.s |
 SY1894| CE3532 DESIRE RM 3                                        02104     |
 SY1894| SY1925 EN 27 K CO 1970                     317.531 METERS 02706     |
 SY1894| SX1486 TIGER BEACON                        APPROX.13.2 KM 0545148.7 |
 SY1894| CE3530 DESIRE RM 1                          28.654 METERS 06225     |
 SY1894| SX1408 TIGER MTN BUR NOR RR MICROWAVE      APPROX.14.3 KM 0653247.2 |
 SY1894| SX1324 NORTH BEND ATT MICROWAVE            APPROX.22.7 KM 0802015.6 |
 SY1894| SY1893 RENTON BOEING CO MAST                46.900 METERS 11732     |
 SY1894| SY1951 LARSON                              APPROX. 8.3 KM 1515246.7 |
 SY1894| SY1952 SUMMIT DIST 105 STANDPIPE NO 2      APPROX. 8.3 KM 1525343.8 |
 SY1894| SY2142 KENT DIST 58 TANK NO 5              APPROX. 4.9 KM 2384138.5 |
 SY1894| SY2144 KENT DIST 58 TANK NO 3              APPROX. 5.9 KM 2394051.5 |
 SY1894| CE3531 DESIRE RM 2                          31.205 METERS 26556     |
 SY1894| SY2149 RENTON DIST 58 TANK NO 1            APPROX. 5.9 KM 2970811.1 |
 SY1894|---------------------------------------------------------------------|
 SY1894
 SY1894                          SUPERSEDED SURVEY CONTROL
 SY1894
 SY1894  NAD 83(1986)-  47 26 08.21231(N)    122 07 08.09313(W) AD(       ) 1
 SY1894  NAD 27      -  47 26 08.85014(N)    122 07 03.66603(W) AD(       ) 1
 SY1894  NGVD 29 (07/19/86)  193.2    (m)          634.     (f) VERT ANG       
 SY1894
 SY1894.Superseded values are not recommended for survey control.
 SY1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1894.See file dsdata.txt to determine how the superseded data were derived.
 SY1894
 SY1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6643953951(NAD 83)
 SY1894_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY1894
 SY1894  HISTORY     - Date     Condition        Report By
 SY1894  HISTORY     - 1973     MONUMENTED       NGS
 SY1894  HISTORY     - 1983     GOOD             USPSQD
 SY1894  HISTORY     - 1988     GOOD             USPSQD
 SY1894
 SY1894                          STATION DESCRIPTION
 SY1894
 SY1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LDF)
 SY1894'THE STATION IS LOCATED ABOUT 6-1/4 MILES NORTHEAST OF KENT, 5
 SY1894'MILES SOUTHEAST OF RENTON, 3/4 MILE SOUTHWEST OF THE SOUTH END OF
 SY1894'LAKE DESIRE, AND 1/2 MILE NORTHEAST OF THE NORTH END OF LAKE
 SY1894'YOUNG.  IT IS ON THE HIGHEST PART OF A HILL IN AN ENCLOSED AREA
 SY1894'WHICH BELONGS TO THE KING COUNTY PUBLIC WORKS DEPARTMENT.  IT IS
 SY1894'IN THE SW 1/4 SEC 36, T 23 N, R 5 E.
 SY1894'
 SY1894'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 515 AND
 SY1894'516 IN THE EAST EDGE OF KENT, GO NORTH ON STATE HIGHWAY 515 FOR
 SY1894'5.4 MILES TO PETROVITSKY RD WHICH IS ALSO 176 ST.  TURN RIGHT AND
 SY1894'GO EAST ON PETROVITSKY RD FOR 2.2 MILES TO 140 AVE SE.  CONTINUE
 SY1894'EAST ON PETROVITSKY RD FOR 2.0 MILES TO FIRE DISTRICT NO 40
 SY1894'STATION NO 2 AND REFERENCE MARK 3 ON THE RIGHT.  CONTINUE FOR
 SY1894'0.05 MILE TO OLD PETROVITSKY RD.  TURN RIGHT, SOUTH, FOR 0.1 MILE
 SY1894'TO THE ENTRANCE TO THE PUBLIC WORKS DEPARTMENT ON THE LEFT.
 SY1894'TURN LEFT PASSING TO THE LEFT OF THE OFFICE BUILDINGS AND
 SY1894'FOLLOW A PAVED LANE UPHILL FOR 0.1 MILE TO TWO YELLOW
 SY1894'CONCRETE BLOCK BUILDINGS AND THE STATION JUST TO THE
 SY1894'SOUTHWEST OF THE WEST ONE OF THE TWO BUILDINGS.
 SY1894'
 SY1894'THE STATION MARK IS A STANDARD DISK STAMPED DESIRE 1973.  IT IS
 SY1894'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SY1894'IS FLUSH.  IT IS 104 FEET EAST-NORTHEAST OF A METAL WITNESS POST,
 SY1894'70-1/2 FEET SOUTHWEST OF THE EXTREME SOUTHWEST CORNER OF THE SOUTH
 SY1894'ONE OF TWO YELLOW BUILDINGS AND 51 FEET NORTH-NORTHWEST OF A 10
 SY1894'FEET TALL SILVER TANK.
 SY1894'
 SY1894'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DESIRE NO 1 1972.  IT
 SY1894'IS CEMENTED IN A DRILL HOLE IN THE SOUTH EDGE OF A CONCRETE PAD
 SY1894'JUST WEST OF THE SOUTH BUILDING.  IT IS 26 FEET WEST-SOUTHWEST OF
 SY1894'THE APPROXIMATE CENTER OF THE ROAD LEADING TO THE BUILDINGS AND
 SY1894'9.8 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING.
 SY1894'
 SY1894'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DESIRE NO 2 1972.  IT
 SY1894'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SY1894'IS FLUSH.  IT IS 2.4 FEET NORTH OF THE WITNESS POST AND 1.7 FEET
 SY1894'EAST-NORTHEAST OF A CHAIN LINK FENCE.
 SY1894'
 SY1894'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DESIRE NO 3 1973.  IT
 SY1894'IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE CONCRETE
 SY1894'APPROACH TO THE FIRE STATION.  IT IS 80-1/2 FEET SOUTH-SOUTHWEST
 SY1894'OF THE CENTERLINE OF PETROVITSKY RD AND 28 FEET EAST-SOUTHEAST OF
 SY1894'THE NORTHEAST CORNER OF THE FIRE STATION.
 SY1894'
 SY1894'THE UNDERGROUND STATION MARK IS SET 38 INCHES BELOW THE GROUND
 SY1894'SURFACE.
 SY1894'
 SY1894'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 SY1894
 SY1894                          STATION RECOVERY (1983)
 SY1894
 SY1894'RECOVERY NOTE BY US POWER SQUADRON 1983 (GCS)
 SY1894'DESIRE 1973 RECOVERED GOOD.
 SY1894'
 SY1894'DESCRIPTION NOT AT HAND.  STATION IS AT TOP OF GRASSY SLOPE WITHIN
 SY1894'THE KING COUNTY SHERIFF FACILITY.
 SY1894'
 SY1894'RM 1 1973 RECOVERED GOOD.
 SY1894'
 SY1894'RM 2 NOT FOUND.
 SY1894'
 SY1894'RM 3 1973 RECOVERED GOOD.  IN CONCRETE SLAB IN FRONT OF FAIRWOOD
 SY1894'LIONS CLUB AT SE 185 ST AND PETROVITSKY ROAD S.E.
 SY1894
 SY1894                          STATION RECOVERY (1988)
 SY1894
 SY1894'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY1894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1109 ***********************************************************************
 SW1109  DESIGNATION -  DETILLIAN
 SW1109  PID         -  SW1109
 SW1109  STATE/COUNTY-  WA/LINCOLN
 SW1109  USGS QUAD   -  MC COY LAKE (1985)
 SW1109
 SW1109                         *CURRENT SURVEY CONTROL
 SW1109  ___________________________________________________________________
 SW1109* NAD 83(1991)-  47 55 19.82927(N)    118 12 26.38075(W)     ADJUSTED  
 SW1109* NAVD 88     -       769.2    (meters)    2524.     (feet)  VERTCON   
 SW1109  ___________________________________________________________________
 SW1109  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 SW1109  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 SW1109
 SW1109  HORZ ORDER  -  SECOND
 SW1109
 SW1109.The horizontal coordinates were established by classical geodetic methods
 SW1109.and adjusted by the National Geodetic Survey in December 1991..
 SW1109
 SW1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1109
 SW1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1109
 SW1109.The geoid height was determined by GEOID03.
 SW1109
 SW1109;                    North         East     Units Scale Factor Converg.
 SW1109;SPC WA N     -   105,877.121   696,212.855   MT  0.99994806   +1 57 18.4
 SW1109;SPC WA N     -   347,365.19  2,284,158.34   sFT  0.99994806   +1 57 18.4
 SW1109;UTM  11      - 5,308,355.729   409,804.063   MT  0.99969996   -0 53 46.3
 SW1109
 SW1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1109!SPC WA N     -   0.99988243  x   0.99994806  =   0.99983050
 SW1109!UTM  11      -   0.99988243  x   0.99969996  =   0.99958243
 SW1109
 SW1109|---------------------------------------------------------------------|
 SW1109| PID    Reference Object                     Distance      Geod. Az  |
 SW1109|                                                           dddmmss.s |
 SW1109| CF1338 DETILLIAN RM 1                        8.839 METERS 26723     |
 SW1109| SW1115 BIG SPRING                          APPROX. 2.5 KM 3021118.8 |
 SW1109|---------------------------------------------------------------------|
 SW1109
 SW1109                          SUPERSEDED SURVEY CONTROL
 SW1109
 SW1109  NAD 83(1986)-  47 55 19.83772(N)    118 12 26.37586(W) AD(       ) 2
 SW1109  NAD 27      -  47 55 20.26600(N)    118 12 22.44200(W) AD(       ) 2
 SW1109  NGVD 29 (07/19/86)  768.0    (m)         2520.     (f) VERT ANG       
 SW1109
 SW1109.Superseded values are not recommended for survey control.
 SW1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1109.See file dsdata.txt to determine how the superseded data were derived.
 SW1109
 SW1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP0980408356(NAD 83)
 SW1109_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1109_SETTING: 66 = SET IN ROCK OUTCROP
 SW1109_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1109
 SW1109  HISTORY     - Date     Condition        Report By
 SW1109  HISTORY     - 1935     MONUMENTED       BOR
 SW1109
 SW1109                          STATION DESCRIPTION
 SW1109
 SW1109'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1109'LOCATED ON TOP OF CLIFFS IN SE 1/4 SEC. 13, T. 28 N., R. 36 E. WM.
 SW1109'
 SW1109'STATION IS REACHED FROM DAVENPORT, BY DRIVING N ON STATE HIGHWAY
 SW1109'22, TURNING LEFT AT NORTH STAR GRANGE HALL, 12.6 MILES.  13.8,
 SW1109'KEEP RIGHT ON MAIN ROAD.  16.8, KEEP LEFT.  17.0, TURN RIGHT ON
 SW1109'DIRT ROAD AND FOLLOW N AND DOWN WINDING CANYON.  19.0, TAKE LEFT
 SW1109'FORK (GATE ON RIGHT).  19.4, RIGHT FORK.  19.6, PASS GATES ON
 SW1109'LEFT AND RIGHT.  20.6, RIGHT FORK DOWN HILL.  20.8, THROUGH GATE
 SW1109'AND AROUND END OF ALFALFA FIELD, 21.5.  LEAVE CAR HERE, CROSS
 SW1109'FENCE AND GO UP HILL TO TRAIL ABOUT 75 YARDS.  BEAR N ALONG TRAIL
 SW1109'ABOUT 3/4 MILE TO GRANITE RIDGE AT TOP OF CLIFFS.  STATION IS ON
 SW1109'N OF TWO SMALL RIDGES OF SAME ELEVATION.
 SW1109'
 SW1109'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 SW1109'RESPECTIVELY.  TRIANGLE CHISELED AROUND CROSS ON R.M.
 SW1109'
 SW1109'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3419 ***********************************************************************
 SY3419  DESIGNATION -  DETROIT DOCK HOUSE EAST GABLE
 SY3419  PID         -  SY3419
 SY3419  STATE/COUNTY-  WA/MASON
 SY3419  USGS QUAD   -  VAUGHN (1994)
 SY3419
 SY3419                         *CURRENT SURVEY CONTROL
 SY3419  ___________________________________________________________________
 SY3419* NAD 83(1991)-  47 19 49.27133(N)    122 49 54.32369(W)     ADJUSTED  
 SY3419* NAVD 88     -                                                        
 SY3419  ___________________________________________________________________
 SY3419  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 SY3419  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 SY3419
 SY3419  HORZ ORDER  -  THIRD
 SY3419
 SY3419.The horizontal coordinates were established by classical geodetic methods
 SY3419.and adjusted by the National Geodetic Survey in December 1991..
 SY3419
 SY3419
 SY3419.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3419
 SY3419.The geoid height was determined by GEOID03.
 SY3419
 SY3419;                    North         East     Units Scale Factor Converg.
 SY3419;SPC WA S     -   224,583.600   323,777.773   MT  0.99999932   -1 41 37.6
 SY3419;SPC WA S     -   736,821.36  1,062,260.91   sFT  0.99999932   -1 41 37.6
 SY3419;SPC WA N     -    38,690.904   348,958.842   MT  1.00003596   -1 29 16.3
 SY3419;SPC WA N     -   126,938.41  1,144,875.80   sFT  1.00003596   -1 29 16.3
 SY3419;UTM  10      - 5,241,889.844   512,711.749   MT  0.99960199   +0 07 25.3
 SY3419
 SY3419                          SUPERSEDED SURVEY CONTROL
 SY3419
 SY3419  NAD 83(1986)-  47 19 49.26744(N)    122 49 54.33282(W) AD(       ) 4
 SY3419  NAD 27      -  47 19 49.92100(N)    122 49 49.82400(W) AD(       ) 3
 SY3419
 SY3419.Superseded values are not recommended for survey control.
 SY3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3419.See file dsdata.txt to determine how the superseded data were derived.
 SY3419
 SY3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1271241890(NAD 83)
 SY3419
 SY3419  HISTORY     - Date     Condition        Report By
 SY3419  HISTORY     - UNK      MONUMENTED
 SY3419  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3419  HISTORY     - 19950809 GOOD             USPSQD
 SY3419
 SY3419                          STATION DESCRIPTION
 SY3419
 SY3419'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3419'THE DOCK AND THE DOCK HOUSE HAS BEEN GONE FOR ABOUT 20 YEARS.
 SY3419
 SY3419                          STATION RECOVERY (1995)
 SY3419
 SY3419'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY3419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3387 ***********************************************************************
 SY3387  DESIGNATION -  DEVEREAUX
 SY3387  PID         -  SY3387
 SY3387  STATE/COUNTY-  WA/MASON
 SY3387  USGS QUAD   -  BELFAIR (1994)
 SY3387
 SY3387                         *CURRENT SURVEY CONTROL
 SY3387  ___________________________________________________________________
 SY3387* NAD 83(1991)-  47 23 56.97481(N)    122 51 35.55141(W)     ADJUSTED  
 SY3387* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 SY3387  ___________________________________________________________________
 SY3387  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 SY3387  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 SY3387
 SY3387  HORZ ORDER  -  THIRD
 SY3387
 SY3387.The horizontal coordinates were established by classical geodetic methods
 SY3387.and adjusted by the National Geodetic Survey in December 1991..
 SY3387
 SY3387.The orthometric height was scaled from a topographic map.
 SY3387
 SY3387.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3387
 SY3387.The geoid height was determined by GEOID03.
 SY3387
 SY3387;                    North         East     Units Scale Factor Converg.
 SY3387;SPC WA S     -   232,293.202   321,882.165   MT  1.00001573   -1 42 51.1
 SY3387;SPC WA S     -   762,115.28  1,056,041.74   sFT  1.00001573   -1 42 51.1
 SY3387;SPC WA N     -    46,393.810   347,035.534   MT  1.00002034   -1 30 31.7
 SY3387;SPC WA N     -   152,210.36  1,138,565.75   sFT  1.00002034   -1 30 31.7
 SY3387;UTM  10      - 5,249,532.346   510,573.455   MT  0.99960137   +0 06 11.3
 SY3387
 SY3387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3387!SPC WA S     -   0.99998652  x   1.00001573  =   1.00000225
 SY3387!SPC WA N     -   0.99998652  x   1.00002034  =   1.00000686
 SY3387!UTM  10      -   0.99998652  x   0.99960137  =   0.99958789
 SY3387
 SY3387|---------------------------------------------------------------------|
 SY3387| PID    Reference Object                     Distance      Geod. Az  |
 SY3387|                                                           dddmmss.s |
 SY3387| CE3536 DEVEREAUX RM 1                       29.225 METERS 12354     |
 SY3387| SY3394 TRAILS END                          APPROX. 2.8 KM 2032716.2 |
 SY3387| CE3537 DEVEREAUX RM 2                       29.039 METERS 20513     |
 SY3387|---------------------------------------------------------------------|
 SY3387
 SY3387                          SUPERSEDED SURVEY CONTROL
 SY3387
 SY3387  NAD 83(1986)-  47 23 56.97082(N)    122 51 35.56006(W) AD(       ) 3
 SY3387  NAD 27      -  47 23 57.63500(N)    122 51 31.04500(W) AD(       ) 3
 SY3387
 SY3387.Superseded values are not recommended for survey control.
 SY3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3387.See file dsdata.txt to determine how the superseded data were derived.
 SY3387
 SY3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1057349532(NAD 83)
 SY3387_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3387
 SY3387  HISTORY     - Date     Condition        Report By
 SY3387  HISTORY     - 1934     MONUMENTED       CGS
 SY3387  HISTORY     - 1944     SEE DESCRIPTION  LOCSUR
 SY3387  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY3387  HISTORY     - 1953     SEE DESCRIPTION  AEROS
 SY3387  HISTORY     - 1964     SEE DESCRIPTION  BPA
 SY3387  HISTORY     - 1988     GOOD             USPSQD
 SY3387
 SY3387                          STATION DESCRIPTION
 SY3387
 SY3387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY3387'STATION IS LOCATED IN THE S CENTRAL PART OF THE SW QUARTER SECTION
 SY3387'7, T 22 N, R 1 W, ON A FLAT LOGGED-OVER RIDGE ABOUT 1/3 MILE SW OF
 SY3387'THE S END OF LAKE DEVEREAUX.
 SY3387'
 SY3387'SURFACE MARK IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD
 SY3387'DISK SET IN A 15-BY 15-BY 30-INCH BLOCK OF CONCRETE FLUSH WITH
 SY3387'THE SURFACE.  SUBSURFACE MARK IS MARKED, AS DESCRIBED IN NOTE 7A,
 SY3387'BY A STANDARD DISK SET IN A MASS OF CONCRETE 36 INCHES DEEP.
 SY3387'
 SY3387'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 11A, BY A
 SY3387'STANDARD DISK REFERENCE MARK SET IN A 15- BY 15- BY 30-INCH BLOCK
 SY3387'OF CONCRETE FLUSH WITH THE SURFACE AND IS TO THE E.  REFERENCE
 SY3387'MARK NO.2 IS MARKED, AS DESCRIBED IN NOTE 11A, BY A STANDARD DISK
 SY3387'SET IN A 15- BY 15- BY 30-INCH BLOCK OF CONCRETE FLUSH WITH THE
 SY3387'SURFACE AND IS TO THE S.
 SY3387'
 SY3387'STATION BEST REACHED FROM THE BREMERTON-HOOD CANAL HIGHWAY BY
 SY3387'FOLLOWING THE ROAD FROM THE HEAD OF HOOD CANAL LEADING TO ALLYN
 SY3387'0.8 MILE, THENCE 1.3 MILES OVER A LOGGING ROAD LEADING IN A
 SY3387'SOUTHWESTERLY DIRECTION.  THE STATION IS ABOUT 0.1 MILE (AIR LINE)
 SY3387'E OF THE ROAD AND ON SLIGHTLY HIGHER GROUND THAN THE ROAD.  FROM
 SY3387'THE STATION THE GENERAL GROUND LEVEL DROPS GENTLY TO THE E INTO
 SY3387'THE RAVINE FORMED BY A SMALL BASIN DRAINING INTO LAKE
 SY3387'DEVEREAUX.  STATION IS ABOUT 12 FEET SW OF THE LARGEST FIR
 SY3387'TREE IN THE VICINITY.  A LADDER HAS BEEN BUILT ON THE N SIDE OF
 SY3387'THIS TREE.
 SY3387'
 SY3387'HEIGHT OF TARGET ABOVE STATION MARK - 40.0 METERS.
 SY3387
 SY3387                          STATION RECOVERY (1944)
 SY3387
 SY3387'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944 (MVJ)
 SY3387'ADEQUATELY DESCRIBED.  FOUND TO BE IN GOOD CONDITION, EXCEPT THAT
 SY3387'THE TREES USED AS SIGNAL POINTS HAD EITHER BEEN CUT OR BROKEN OFF.
 SY3387
 SY3387                          STATION RECOVERY (1951)
 SY3387
 SY3387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VW)
 SY3387'FOUND AS DESCRIBED.  MONUMENT AND REFERENCE MARKS IN GOOD
 SY3387'CONDITION.  THE SIGNAL TREE HAS BEEN CUT DOWN.  TWO ANGLE IRONS
 SY3387'WERE DRIVEN IN THE EDGES OF A STUMP, ON LINE WITH THE MONUMENT,
 SY3387'THE FIRST ANGLE IRON BEING 14.5 FT. DISTANT FROM THE STATION ON A
 SY3387'BEARING OF N 17 DEG W.  A 6- BY 3- BY 3-FT. PIT BEARS N 45 DEG W
 SY3387'12 FT. DISTANT FROM THE STATION.
 SY3387'
 SY3387'THE STATION IS BEST REACHED BY FOLLOWING THE POWERLINE ACCESS
 SY3387'ROAD FROM THE BOONEVILLE POWER ADMINISTRATION BELFAIR SUBSTATION
 SY3387'ON WASHINGTON STATE HIGHWAY 14A FOR 3.2 MI. S TO A POINT 300 FT. N
 SY3387'OF TOWER NO. 18-5.  THE STATION IS 150 FT. W OF THIS POINT.
 SY3387
 SY3387                          STATION RECOVERY (1953)
 SY3387
 SY3387'RECOVERY NOTE BY AERO SERVICE CORPORATION 1953
 SY3387'STATION COULD NOT BE FOUND.
 SY3387
 SY3387                          STATION RECOVERY (1964)
 SY3387
 SY3387'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1964
 SY3387'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 SY3387'REVISED TO REACH DESCRIPTION IS AS FOLLOWS--TO REACH FROM THE
 SY3387'JUNCTION OF STATE HIGHWAY 3 AND 302 AT THE NORTH EDGE OF THE
 SY3387'VILLAGE OF ALLYN, GO NORTH ON HIGHWAY 3 FOR 0.4 MILE TO THE CITY
 SY3387'OF TACOMA POWER LINE ACCESS ROAD.  TURN LEFT WEST ON POWER LINE
 SY3387'ROAD AND GO 1.2 MILE TO RR CROSSING.  CONTINUE WESTERLY 0.6 MILE TO
 SY3387'BPA POWER LINE.  TURN RIGHT NORTH ON ACCESS ROAD AND GO 1.1
 SY3387'MILES TO STATION SITE.  THE STATION IS 235 FEET NORTH OF TOWER
 SY3387'19/4 OF THE WEST LINE AND IS 100 FEET WEST OF THE CENTER LINE
 SY3387'OF THE MOST WESTERLY TRANSMISSION LINE.  TOWER 19-4 IS THE 8TH
 SY3387'TOWER NORTH FROM THE INTERSECTION WITH THE CITY OF TACOMA
 SY3387'POWER LINE.
 SY3387
 SY3387                          STATION RECOVERY (1988)
 SY3387
 SY3387'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY3387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1531 ***********************************************************************
 SX1531  DESIGNATION -  DEVIL
 SX1531  PID         -  SX1531
 SX1531  STATE/COUNTY-  WA/SNOHOMISH
 SX1531  USGS QUAD   -  MONROE (1993)
 SX1531
 SX1531                         *CURRENT SURVEY CONTROL
 SX1531  ___________________________________________________________________
 SX1531* NAD 83(1991)-  47 47 06.87520(N)    121 57 13.07956(W)     ADJUSTED  
 SX1531* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 SX1531  ___________________________________________________________________
 SX1531  LAPLACE CORR-          17.18  (seconds)                    DEFLEC99
 SX1531  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 SX1531
 SX1531  HORZ ORDER  -  THIRD
 SX1531
 SX1531.The horizontal coordinates were established by classical geodetic methods
 SX1531.and adjusted by the National Geodetic Survey in December 1991..
 SX1531
 SX1531.The orthometric height was scaled from a topographic map.
 SX1531
 SX1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1531
 SX1531.The geoid height was determined by GEOID03.
 SX1531
 SX1531;                    North         East     Units Scale Factor Converg.
 SX1531;SPC WA N     -    87,915.730   416,057.248   MT  0.99995902   -0 50 02.7
 SX1531;SPC WA N     -   288,436.86  1,365,014.49   sFT  0.99995902   -0 50 02.7
 SX1531;UTM  10      - 5,292,961.423   578,377.235   MT  0.99967549   +0 46 30.0
 SX1531
 SX1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1531!SPC WA N     -   0.99995950  x   0.99995902  =   0.99991853
 SX1531!UTM  10      -   0.99995950  x   0.99967549  =   0.99963501
 SX1531
 SX1531:                Primary Azimuth Mark                     Grid Az
 SX1531:SPC WA N     -  TIGER BEACON                             183 51 53.4
 SX1531:UTM  10      -  TIGER BEACON                             182 15 20.7
 SX1531
 SX1531|---------------------------------------------------------------------|
 SX1531| PID    Reference Object                     Distance      Geod. Az  |
 SX1531|                                                           dddmmss.s |
 SX1531| SX1486 TIGER BEACON                        APPROX.31.3 KM 1830150.7 |
 SX1531| SY3534 PATTERSON                           APPROX. 8.2 KM 2141303.3 |
 SX1531|---------------------------------------------------------------------|
 SX1531
 SX1531                          SUPERSEDED SURVEY CONTROL
 SX1531
 SX1531  NAD 83(1986)-  47 47 06.86689(N)    121 57 13.08202(W) AD(       ) 3
 SX1531  NAD 27      -  47 47 07.51000(N)    121 57 08.64300(W) AD(       ) 3
 SX1531
 SX1531.Superseded values are not recommended for survey control.
 SX1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1531.See file dsdata.txt to determine how the superseded data were derived.
 SX1531
 SX1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7837792961(NAD 83)
 SX1531
 SX1531  HISTORY     - Date     Condition        Report By
 SX1531  HISTORY     - 1937     MONUMENTED       WAGS
 SX1531  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SX1531
 SX1531                          STATION DESCRIPTION
 SX1531
 SX1531'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1531'THIS STATION IS ON THE E SIDE OF THE SNOQUALMIE VALLEY ABOUT
 SX1531'3-1/2 MILES NE OF DUVALL AT THE TOP OF A BLUFF OVERLOOKING VALLEY
 SX1531'AND 600-700 FEET ABOVE IT.  IT IS ABOUT 1/4 MILE N OF A PROMINENT
 SX1531'GROUP OF 7 FIRS STANDING AT THE TOP OF BLUFF AND ABOUT 300 YARDS S
 SX1531'OF THE END OF THE HIGHEST E AND W RIDGE IN THIS VICINITY.
 SX1531'LOOKING OVER INTO THE VALLEY A LAKE IS SEEN AMONG TREES IN MID
 SX1531'VALLEY ON BEARING N 50 DEG W.  STATION IS 50 FEET BACK OF CREST
 SX1531'OF BLUFF AND ABOUT 40 FEET E OF A DEAD MAPLE TREE.
 SX1531'
 SX1531'TO REACH THE STATION FROM E END OF THE SNOQUALMIE RIVER BRIDGE IN
 SX1531'DUVALL RUN N ON PAVEMENT 2.7 MILES TO COUNTY LINE, AND 0.6 MILE
 SX1531'FURTHER TAKE RIGHT FORK ON GRAVEL ROAD.  RUN 1.3 MILES AND TURN
 SX1531'RIGHT INTO SIDE ROAD.  RUN 1.8 MILES AND TAKE RIGHT FORK INTO
 SX1531'SMALL ROAD.  RUN 0.1 MILE TAKE LEFT FORK.  RUN 0.2 MILE AND TAKE
 SX1531'RIGHT FORK.  RUN 1.6 MILES ALONG ROUGH NARROW ROAD TO AN OLD
 SX1531'LOGGING GRADE.  TURN INTO LOGGING GRADE AND RUN ABOUT 350 YARDS
 SX1531'TO END OF TRUCK TRAVEL.  WALK OUT LOGGING ROAD ABOUT 400 YARDS,
 SX1531'LEAVE ROAD AND WALK 150 YARDS S 70 DEG W, FAIRLY GOOD WALKING TO
 SX1531'CREST OF BLUFFS AND STATION.
 SX1531
 SX1531                          STATION RECOVERY (1952)
 SX1531
 SX1531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SX1531'STATION RECOVERED IN GOOD CONDITION, AND IS A STANDARD U.S.C. AND
 SX1531'G.S. DISK, NOT STAMPED.
 SX1531'
 SX1531'IT IS ABOUT 40 FT. W OF A DEAD MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0493 ***********************************************************************
 TQ0493  DESIGNATION -  DEVIL
 TQ0493  PID         -  TQ0493
 TQ0493  STATE/COUNTY-  WA/SKAGIT
 TQ0493  USGS QUAD   -  BIG DEVIL PEAK (1989)
 TQ0493
 TQ0493                         *CURRENT SURVEY CONTROL
 TQ0493  ___________________________________________________________________
 TQ0493* NAD 83(1991)-  48 34 05.26995(N)    121 16 34.17725(W)     ADJUSTED  
 TQ0493* NAVD 88     -      2090.2    (meters)    6858.     (feet)  VERTCON   
 TQ0493  ___________________________________________________________________
 TQ0493  LAPLACE CORR-          12.04  (seconds)                    DEFLEC99
 TQ0493  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 TQ0493
 TQ0493  HORZ ORDER  -  SECOND
 TQ0493
 TQ0493.The horizontal coordinates were established by classical geodetic methods
 TQ0493.and adjusted by the National Geodetic Survey in December 1991..
 TQ0493
 TQ0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0493
 TQ0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0493
 TQ0493.The geoid height was determined by GEOID03.
 TQ0493
 TQ0493;                    North         East     Units Scale Factor Converg.
 TQ0493;SPC WA N     -   174,446.634   467,319.395   MT  0.99997312   -0 19 46.9
 TQ0493;SPC WA N     -   572,330.33  1,533,197.05   sFT  0.99997312   -0 19 46.9
 TQ0493;UTM  10      - 5,380,883.220   627,170.124   MT  0.99979869   +1 17 33.4
 TQ0493
 TQ0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0493!SPC WA N     -   0.99967534  x   0.99997312  =   0.99964847
 TQ0493!UTM  10      -   0.99967534  x   0.99979869  =   0.99947409
 TQ0493
 TQ0493:                Primary Azimuth Mark                     Grid Az
 TQ0493:SPC WA N     -  DAVIS                                    017 04 09.2
 TQ0493:UTM  10      -  DAVIS                                    015 26 48.9
 TQ0493
 TQ0493|---------------------------------------------------------------------|
 TQ0493| PID    Reference Object                     Distance      Geod. Az  |
 TQ0493|                                                           dddmmss.s |
 TQ0493| TQ0488 DAVIS                               APPROX.18.7 KM 0164422.3 |
 TQ0493| CS4969 DEVIL RM 2                            7.163 METERS 14856     |
 TQ0493| CS4968 DEVIL RM 1                            4.602 METERS 21327     |
 TQ0493|---------------------------------------------------------------------|
 TQ0493
 TQ0493                          SUPERSEDED SURVEY CONTROL
 TQ0493
 TQ0493  NAD 83(1986)-  48 34 05.27508(N)    121 16 34.17061(W) AD(       ) 2
 TQ0493  NAD 27      -  48 34 05.83000(N)    121 16 29.73700(W) AD(       ) 2
 TQ0493  NGVD 29 (07/19/86) 2089.0    (m)         6854.     (f) VERT ANG       
 TQ0493
 TQ0493.Superseded values are not recommended for survey control.
 TQ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0493.See file dsdata.txt to determine how the superseded data were derived.
 TQ0493
 TQ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU2717080883(NAD 83)
 TQ0493_MARKER: DS = TRIANGULATION STATION DISK
 TQ0493_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0493_SP_SET: SET IN BEDROCK
 TQ0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0493+STABILITY: POSITION/ELEVATION WELL
 TQ0493
 TQ0493  HISTORY     - Date     Condition        Report By
 TQ0493  HISTORY     - 1939     MONUMENTED       USGS
 TQ0493  HISTORY     - 1950     GOOD             USGS
 TQ0493
 TQ0493                          STATION DESCRIPTION
 TQ0493
 TQ0493'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 TQ0493'LOCATED ABOUT 7.5 MI E. AND 3 MI N. OF MARBLEMOUNT.  ON LITTLE
 TQ0493'DEVIL PEAK WHICH LIES BETWEEN SKAGIT AND CASCADE RIVERS AT HEAD
 TQ0493'OF ALMA CREEK, ON MOST SOUTHERLY PEAK OF THREE WHICH IS COMPOSED
 TQ0493'OF LARGE BLOCKS OF GRANITE.
 TQ0493'
 TQ0493'TO REACH FOLLOW FOREST SERVICE TRAIL LEADING TO LOOKOUT MTN. LO
 TQ0493'STATION ABOUT 3.5 MI TO FORKS OF ALMA CREEK TRAIL.  TURN RIGHT
 TQ0493'(E.) OFF MAIN TRAIL FOLLOWING WAY-TRAIL TO MONOGRAM LAKE, A SMALL
 TQ0493'LAKE LYING AT FOOT OF SOUTH SLOPE OF LITTLE DEVIL PEAK.  FOLLOW
 TQ0493'OPEN RIDGE AROUND TO S. AND E., GO UP STEEP, OPEN SLOPE TO
 TQ0493'SUMMIT.  ANIMALS CAN BE TAKEN TO FOOT OF ROCKY PEAK WHEN SNOW IS
 TQ0493'OFF.
 TQ0493'
 TQ0493'STATION MARK--STANDARD TABLET STAMPED---DEVIL 1939---, CEMENTED IN
 TQ0493'SLOPING NORTH FACE OF LARGE BLOCK OF GRANITE ON HIGHEST PART OF
 TQ0493'SUMMIT.
 TQ0493'
 TQ0493'RM 1--CHISELED CROSS ON NORTH SLOPING FACE OF LARGE BLOCK OF
 TQ0493'GRANITE ON SOUTH SLOPE.
 TQ0493'
 TQ0493'RM 2--SHALLOW DRILL HOLE IN CENTER OF TRIANGLE CHISELED ON FLAT
 TQ0493'SURFACE OF LARGE BLOCK OF GRANITE ON SOUTHEAST SLOPE.
 TQ0493
 TQ0493                          STATION RECOVERY (1950)
 TQ0493
 TQ0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950 (WRH)
 TQ0493'STATION IS ON THE HIGHEST POINT OF LITTLE DEVIL PK., AIRLINE,
 TQ0493'ABOUT 8 MILES NORTHEAST OF MARBLEMOUNT, 6-1/2 MILES SOUTH OF
 TQ0493'NEWHALEM AND 2 MILES SOUTH SOUTHEAST OF BIG DEVIL PK.
 TQ0493'
 TQ0493'STATION IS A USGS TRIANGULATION DISK.  A TARGET PLUMBED OVER THE
 TQ0493'MARK WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1368 ***********************************************************************
 SW1368  DESIGNATION -  DEVILS CANYON 1934
 SW1368  PID         -  SW1368
 SW1368  STATE/COUNTY-  WA/LINCOLN
 SW1368  USGS QUAD   -  KELLER FERRY (1989)
 SW1368
 SW1368                         *CURRENT SURVEY CONTROL
 SW1368  ___________________________________________________________________
 SW1368* NAD 83(1991)-  47 53 50.55005(N)    118 43 32.87726(W)     ADJUSTED  
 SW1368* NAVD 88     -       574.     (meters)    1883.     (feet)  SCALED    
 SW1368  ___________________________________________________________________
 SW1368  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 SW1368  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 SW1368
 SW1368  HORZ ORDER  -  SECOND
 SW1368
 SW1368.The horizontal coordinates were established by classical geodetic methods
 SW1368.and adjusted by the National Geodetic Survey in December 1991..
 SW1368
 SW1368.The orthometric height was scaled from a topographic map.
 SW1368
 SW1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1368
 SW1368.The geoid height was determined by GEOID03.
 SW1368
 SW1368;                    North         East     Units Scale Factor Converg.
 SW1368;SPC WA N     -   101,929.379   657,559.510   MT  0.99994963   +1 34 08.8
 SW1368;SPC WA N     -   334,413.30  2,157,343.16   sFT  0.99994963   +1 34 08.8
 SW1368;UTM  11      - 5,306,335.531   371,009.969   MT  0.99980445   -1 16 50.2
 SW1368
 SW1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1368!SPC WA N     -   0.99991306  x   0.99994963  =   0.99986269
 SW1368!UTM  11      -   0.99991306  x   0.99980445  =   0.99971752
 SW1368
 SW1368:                Primary Azimuth Mark                     Grid Az
 SW1368:SPC WA N     -  HARPOLE IS                               016 09 32.8
 SW1368:UTM  11      -  HARPOLE IS                               019 00 31.8
 SW1368
 SW1368|---------------------------------------------------------------------|
 SW1368| PID    Reference Object                     Distance      Geod. Az  |
 SW1368|                                                           dddmmss.s |
 SW1368| SW1357 HARPOLE IS                          APPROX. 2.4 KM 0174341.6 |
 SW1368|---------------------------------------------------------------------|
 SW1368
 SW1368                          SUPERSEDED SURVEY CONTROL
 SW1368
 SW1368  NAD 83(1986)-  47 53 50.56106(N)    118 43 32.87499(W) AD(       ) 2
 SW1368  NAD 27      -  47 53 50.99500(N)    118 43 28.84700(W) AD(       ) 2
 SW1368
 SW1368.Superseded values are not recommended for survey control.
 SW1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1368.See file dsdata.txt to determine how the superseded data were derived.
 SW1368
 SW1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP7101006336(NAD 83)
 SW1368_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1368_SETTING: 66 = SET IN ROCK OUTCROP
 SW1368_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1368
 SW1368  HISTORY     - Date     Condition        Report By
 SW1368  HISTORY     - 1934     MONUMENTED       BOR
 SW1368  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1368
 SW1368                          STATION DESCRIPTION
 SW1368
 SW1368'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1368'STATION CAN BE REACHED FROM ALMIRA VIA U.S. HIGHWAY 10 TO WITHIN
 SW1368'1/2 OF WILBUR.  AT 12.4 MILES TURN N ON STATE HIGHWAY TOWARD KELLER
 SW1368'(PASSING LEFT FORK TO DAMSITE AT 14.9 MILES) AND CONTINUE TO SIGHT
 SW1368'OF COLUMBIA RIVER AT 24.6 MILES WHERE YOU TURN LEFT, PASS THROUGH
 SW1368'GATE AND OVER FAINT ROAD TO 24.9 MILES WHERE THERE IS AN EARTH
 SW1368'DAM AND GO UP ON DEFINITE GRANITE BENCH (THE LOWEST OR FIRS
 SW1368'ABOVE A 300-FOOT PRECIPICE OVERLOOKING THE RIVER).  A 600-FOOT
 SW1368'BOX CANYON (PINNACLE ON FAR SIDE) SOME 300 FEET DEEP IS ON THE
 SW1368'DOWNSTREAM SIDE OF STATION.
 SW1368'
 SW1368'STATION MARKER IS GROUTED IN FLAT GRANITE ROCK PRACTICALLY FLUSH
 SW1368'WITH SURROUNDING PART OF BENCH FOR SUB-PEAK.  NOTE 3.
 SW1368
 SW1368                          STATION RECOVERY (1947)
 SW1368
 SW1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1368'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE
 SW1368'U.S.B.R. IN 1934.  THE STATION IS A STANDARD U.S.B.R. TRIANGULATION
 SW1368'DISK, STAMPED DEVILS CANYON 1934 SET ACCORDING TO NOTE 3, AND IS
 SW1368'FLUSH WITH THE GROUND.  IT IS WITNESSED BY A 4-FOOT WOODEN
 SW1368'STAND.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3182 ***********************************************************************
 SY3182  DESIGNATION -  DEVILS HEAD LT 4
 SY3182  PID         -  SY3182
 SY3182  STATE/COUNTY-  WA/PIERCE
 SY3182  USGS QUAD   -  LONGBRANCH (1994)
 SY3182
 SY3182                         *CURRENT SURVEY CONTROL
 SY3182  ___________________________________________________________________
 SY3182* NAD 83(1991)-  47 09 58.97059(N)    122 45 53.14959(W)     ADJUSTED  
 SY3182* NAVD 88     -                                                        
 SY3182  ___________________________________________________________________
 SY3182  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 SY3182  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 SY3182
 SY3182  HORZ ORDER  -  THIRD
 SY3182
 SY3182.The horizontal coordinates were established by classical geodetic methods
 SY3182.and adjusted by the National Geodetic Survey in December 1991..
 SY3182
 SY3182
 SY3182.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3182
 SY3182.The geoid height was determined by GEOID03.
 SY3182
 SY3182;                    North         East     Units Scale Factor Converg.
 SY3182;SPC WA S     -   206,214.173   328,315.991   MT  0.99996609   -1 38 42.4
 SY3182;SPC WA S     -   676,554.33  1,077,150.05   sFT  0.99996609   -1 38 42.4
 SY3182;UTM  10      - 5,223,680.505   517,828.372   MT  0.99960391   +0 10 21.0
 SY3182
 SY3182                          SUPERSEDED SURVEY CONTROL
 SY3182
 SY3182  NAD 83(1986)-  47 09 58.96551(N)    122 45 53.15900(W) AD(       ) 4
 SY3182  NAD 27      -  47 09 59.61223(N)    122 45 48.69711(W) AD(       ) 3
 SY3182
 SY3182.Superseded values are not recommended for survey control.
 SY3182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3182.See file dsdata.txt to determine how the superseded data were derived.
 SY3182
 SY3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1782823681(NAD 83)
 SY3182_MARKER: 14 = NAVIGATION LIGHT
 SY3182
 SY3182  HISTORY     - Date     Condition        Report By
 SY3182  HISTORY     - 1980     FIRST OBSERVED   NOS
 SY3182
 SY3182                          STATION DESCRIPTION
 SY3182
 SY3182'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY3182'THE STATION IS LOCATED ABOUT 8 MILES WEST OF THE TOWN OF
 SY3182'STEILACOOM, ABOUT 3 MILES SOUTH OF THE TOWN OF LONGBRANCH, SOUTH
 SY3182'OF, OFFSHORE OF DEVILS HEAD AND IN 9 FEET OF WATER.
 SY3182'
 SY3182'THE STATION IS A FLASHING RED LIGHT ON A PILE STRUCTURE.
 SY3182'DESIGNATED AS NO. 2377.10 IN THE COAST GUARD PUBLICATION, LIGHT
 SY3182'LIST, VOLUME 3, PACIFIC COAST AND PACIFIC ISLANDS, 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1124 ***********************************************************************
 TR1124  DESIGNATION -  DEVILS MT
 TR1124  PID         -  TR1124
 TR1124  STATE/COUNTY-  WA/SKAGIT
 TR1124  USGS QUAD   -  CONWAY (1981)
 TR1124
 TR1124                         *CURRENT SURVEY CONTROL
 TR1124  ___________________________________________________________________
 TR1124* NAD 83(1991)-  48 21 54.03664(N)    122 16 05.64352(W)     ADJUSTED  
 TR1124* NAVD 88     -       527.2    (meters)    1730.     (feet)  VERTCON   
 TR1124  ___________________________________________________________________
 TR1124  LAPLACE CORR-          10.35  (seconds)                    DEFLEC99
 TR1124  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 TR1124
 TR1124  HORZ ORDER  -  FIRST
 TR1124
 TR1124.The horizontal coordinates were established by classical geodetic methods
 TR1124.and adjusted by the National Geodetic Survey in December 1991..
 TR1124
 TR1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1124
 TR1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1124
 TR1124.The geoid height was determined by GEOID03.
 TR1124
 TR1124;                    North         East     Units Scale Factor Converg.
 TR1124;SPC WA N     -   152,757.767   393,688.849   MT  0.99995154   -1 04 05.9
 TR1124;SPC WA N     -   501,172.77  1,291,627.50   sFT  0.99995154   -1 04 05.9
 TR1124;UTM  10      - 5,357,129.574   554,200.092   MT  0.99963609   +0 32 48.9
 TR1124
 TR1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1124!SPC WA N     -   0.99992082  x   0.99995154  =   0.99987237
 TR1124!UTM  10      -   0.99992082  x   0.99963609  =   0.99955694
 TR1124
 TR1124:                Primary Azimuth Mark                     Grid Az
 TR1124:SPC WA N     -  ARLINGTON HIGH SCHOOL CHIMNEY            151 44 04.3
 TR1124:UTM  10      -  ARLINGTON HIGH SCHOOL CHIMNEY            150 07 09.5
 TR1124
 TR1124|---------------------------------------------------------------------|
 TR1124| PID    Reference Object                     Distance      Geod. Az  |
 TR1124|                                                           dddmmss.s |
 TR1124| TR1024 ARLINGTON HIGH SCHOOL CHIMNEY       APPROX.22.2 KM 1503958.4 |
 TR1124| TR1122 PTS 1 WASH=FIR                      APPROX. 6.2 KM 2433842.6 |
 TR1124| CF8607 DEVILS MOUNTAIN RM 2                 19.362 METERS 25325     |
 TR1124| TR1127 LOOKOUT TWR 4 MI SE MT VERNON        27.014 METERS 25917     |
 TR1124| CF8606 DEVILS MOUNTAIN RM                    3.938 METERS 31134     |
 TR1124| TR1113 LOOKOUT TWR 2 MI SE MT VERNON       APPROX. 4.7 KM 3194747.1 |
 TR1124| TR1111 BURLINGTON WHITE BRICK STACK        APPROX.12.5 KM 3380844.8 |
 TR1124|---------------------------------------------------------------------|
 TR1124
 TR1124                          SUPERSEDED SURVEY CONTROL
 TR1124
 TR1124  NAD 83(1986)-  48 21 54.04237(N)    122 16 05.64666(W) AD(       ) 1
 TR1124  NAD 27      -  48 21 54.67000(N)    122 16 01.09400(W) AD(       ) 1
 TR1124  NGVD 29 (07/19/86)  526.0    (m)         1726.     (f) VERT ANG       
 TR1124
 TR1124.Superseded values are not recommended for survey control.
 TR1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1124.See file dsdata.txt to determine how the superseded data were derived.
 TR1124
 TR1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5420057130(NAD 83)
 TR1124_MARKER: DS = TRIANGULATION STATION DISK
 TR1124_SETTING: 80 = SET IN A BOULDER
 TR1124_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TR1124
 TR1124  HISTORY     - Date     Condition        Report By
 TR1124  HISTORY     - 1941     MONUMENTED       CGS
 TR1124  HISTORY     - 1955     GOOD             USGS
 TR1124  HISTORY     - 1955     GOOD             CGS
 TR1124  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 TR1124  HISTORY     - 1974     MARK NOT FOUND   USGS
 TR1124  HISTORY     - 1974     MARK NOT FOUND   NGS
 TR1124
 TR1124                          STATION DESCRIPTION
 TR1124
 TR1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 TR1124'STATION IS ABOUT 6 MILES SE OF MOUNT VERNON ON THE HIGHEST POINT
 TR1124'OF DEVILS MOUNTAIN.
 TR1124'
 TR1124'STATION MARK, A BRONZE DISK WEDGED IN A DRILL HOLE IN OUTCROPPING
 TR1124'BEDROCK, IS SET ON THE HIGHEST POINT OF THE HILL.  IT IS STAMPED
 TR1124'DEVILS MT. 1941.
 TR1124'
 TR1124'THERE IS NO UNDERGROUND MARK.
 TR1124'
 TR1124'REFERENCE MARK NO.1, A BRONZE DISK WEDGED IN A DRILL HOLE IN
 TR1124'OUTCROPPING BEDROCK, SITUATED W OF THE STATION AND ABOUT 1 FOOT
 TR1124'LOWER.  IT IS STAMPED DEVILS MT. 1941.
 TR1124'
 TR1124'REFERENCE MARK NO.2 IS A U.S.G.S. TABLET SET IN A DRILL HOLE IN A
 TR1124'BOULDER.  IT IS SITUATED SW OF THE STATION AND ABOUT 4 FEET LOWER,
 TR1124'AND IS STAMPED DEVILS TOWER NO.2.
 TR1124'
 TR1124'STATION FIR (U.S.G.S.) WAS USED AS AN AZIMUTH MARK.
 TR1124'
 TR1124'TO REACH STATION FROM THE CAUTION LIGHT ON U.S. HIGHWAY 99 IN
 TR1124'MOUNT VERNON, GO E 0.4 MILE, TURN RIGHT AND GO S 1 BLOCK.  TURN
 TR1124'LEFT AND TRAVEL E 0.2 MILE, TURN RIGHT AND GO 0.6 MILE.  TAKE LEFT
 TR1124'FORK AND GO 0.9 MILE, TAKE RIGHT FORK AND FOLLOW MAIN-TRAVELED
 TR1124'ROAD TO A SMALL SHELTER HOUSE, TAKE RIGHT FORK 0.8 MILE TO THE SDF
 TR1124'CCC DEVILS MOUNTAIN TRUCK TRAIL, FOLLOW TRUCK TRAIL 1.0 MILE TO
 TR1124'A LOCKED GATE.  KEY MAY BE OBTAINED FROM THE STATE FOREST
 TR1124'SERVICE IN SEDRO WOOLLEY.  PASS THROUGH GATE AND CONTINUE
 TR1124'STRAIGHT AHEAD 1.0 MILE TO THE TOP OF THE MOUNTAIN AND STATION.
 TR1124
 TR1124                          STATION RECOVERY (1955)
 TR1124
 TR1124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 TR1124'LIVING QUARTERS FOR THE LOOKOUT HAS BEEN CONSTRUCTED ABOUT 1.5 FT. E
 TR1124'OF THE PRESENT STATION MARK.
 TR1124'
 TR1124'THE REFERENCE MARKS MAY HAVE BEEN MOVED AND RESET ABOUT 2 FT. FROM
 TR1124'ITS ORIGINAL LOCATION.
 TR1124'
 TR1124'REFERENCE MARK 2 IS A STANDARD TABLET STAMPED DEVILS TOWER 1941
 TR1124'AND IS 62.02 FT. FROM THE STATION MARK IN TRUE AZIMUTH 72 DEG
 TR1124'50 MIN 12 SEC.
 TR1124'
 TR1124'REFERENCE MARK IS A STANDARD U.S.C. AND G.S. TABLET SET IN A SOLID
 TR1124'ROCK, STAMPED DEVILS MTN 1941 AND IS 11.625 FT. FROM THE STATION
 TR1124'MARK N 43 DEG 41 MIN W.
 TR1124
 TR1124                          STATION RECOVERY (1955)
 TR1124
 TR1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (BM)
 TR1124'STATION MARK FOUND AS DESCRIBED.  THE STATION CANNOT NOW BE
 TR1124'OCCUPIED, EXCEPT ECCENTRICALLY, BECAUSE THE STATE FORESTRY DEPT. HAS
 TR1124'CONSTRUCTED A CABIN WITHIN A FOOT OF THE MARK.  THIS CABIN CUTS
 TR1124'VISION TO THE NORTHEAST AND EAST.
 TR1124
 TR1124                          STATION RECOVERY (1972)
 TR1124
 TR1124'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KRG)
 TR1124'RECOVERED BY JONES ASSOC.
 TR1124'
 TR1124'DEVILS MOUNTAIN MISSING
 TR1124'
 TR1124'R.M.1 GOOD
 TR1124'
 TR1124'EVIDENTLY THE STATION HAS BEEN DESTROYED BY VANDALS.  RM 1 WAS
 TR1124'FOUND AND MEASURING 11.625 TO THE HIGHEST POINT WE FOUND THE DRILL
 TR1124'HOLE FOR THE STATION.  COULD NOT LOCATE RM 2 BUT COULD EXIST.  THE
 TR1124'LOOKOUT TOWER AND ALL BUILDINGS HAVE BEEN TORN DOWN.  THERE IS NOW
 TR1124'A MICROWAVE STATION 150 FT + OR - TO THE WEST.
 TR1124
 TR1124                          STATION RECOVERY (1974)
 TR1124
 TR1124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TR1124'THE STATION AND REFERENCE MARK NO. 2 WERE NOT FOUND.  THE AREA IS
 TR1124'CLEAR OF BRUSH AND IS ONLY COVERED WITH SHORT GRASS.  THE POINTS
 TR1124'APPEAR TO HAVE BEEN DESTROYED.
 TR1124'
 TR1124'RM NO. 1--A STANDARD RM DISK STAMPED DEVILS MT 1941.  THE REFERENCE
 TR1124'MARK APPEARS TO BE IN GOOD CONDITION HOWEVER THE 1955 RECOVERY NOTE
 TR1124'INDICATES THE POSSIBILITY OF A CHANGE IN RM LOCATION.  A CHECK
 TR1124'AGAINST THE DEVILS TOWER TIE WAS NOT MADE.
 TR1124'
 TR1124'TO REACH FROM BIG LAKE SCHOOL ON STATE HIGHWAY 9, DRIVE WEST AND
 TR1124'SOUTH ON WEST BIG LAKE BLVD. FOR 0.9 MILE TO A T-JUNCTION WITH
 TR1124'LITTLE MOUNTAIN ROAD, TURN RIGHT ON LITTLE MOUNTAIN ROAD AND DRIVE
 TR1124'FOR 0.4 MILE TO A CURVE TO THE RIGHT AND THE JUNCTION WITH A
 TR1124'Y-FORK THAT CONTINUES STRAIGHT AHEAD, LEAVE THE MAIN ROAD AND TAKE
 TR1124'THE Y-FORK THAT CONTINUES ON TANGENT FOR 1.1 MILES TO A
 TR1124'T-JUNCTION LEFT, TURN LEFT AND FOLLOW THE ROAD FOR 2 MILES TO THE
 TR1124'TOP OF THE MOUNTAIN AND THE END OF THE ROAD (LOCATED JUST BEYOND
 TR1124'AND ABOVE A REPEATER INSTALLATION).
 TR1124
 TR1124                          STATION RECOVERY (1974)
 TR1124
 TR1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TR1124'TWO MARKS WERE FOUND AT THE STATION SITE.  ONE ON THE WESTERN OF
 TR1124'THE TWO SUMMITS IS A USGS REFERENCE MARK DISK, STAMPED DEVILS TOWER
 TR1124'1941 NO 1.  BESIDES NOT HAVING THE RIGHT STAMPING, THIS MARK IS
 TR1124'TOO FAR FROM THE STATION MOUND TO BE THE MARK USED FOR REFERENCE
 TR1124'MARK NO. 2.
 TR1124'
 TR1124'THE MARK FOUND ON THE EASTERN SUMMIT IS A COAST AND GEODETIC SURVEY
 TR1124'REFERENCE MARK STAMPED DEVILS MT 1941.  IT IS ON THE NORTHWESTERN
 TR1124'EDGE OF THE SUMMIT, AND VERY DOUBTFUL IF THIS MARK HAS EVER BEEN
 TR1124'DISTURBED.  COORDINATES COMPUTED FOR THIS MARK, USING INFORMATION
 TR1124'GIVEN IN THE 1942 DESCRIPTION AND THE 1942 POSITION OF DEVILS
 TR1124'MOUNTAIN, SHOULD BE CORRECT.
 TR1124'
 TR1124'THERE WAS A DRILL-HOLE FOUND 11.66 FEET, (3.558 METERS) SOUTHEAST
 TR1124'OF THIS REFERENCE MARK, AND IT IS POSSIBLE THAT THE DISK FOR THE
 TR1124'STATION WAS IN THIS HOLE IN 1955, BUT IF IT WAS, VERY LIKELY IT
 TR1124'HAD BEEN MOVED ABOUT 0.50 METER (1.64 FEET) IN AZIMUTH OF ABOUT 96
 TR1124'DEGREES FROM ITS ORIGINAL POSITION.  THIS COULD HAVE HAPPENED
 TR1124'WHEN THE LIVING QUARTERS, MENTIONED IN THE 1955 RECOVERY NOTE,
 TR1124'WERE BUILT.
 TR1124'
 TR1124'THE STATION IS ABOUT 5 MILES SOUTHEAST OF MOUNT VERNON, ON THE
 TR1124'EASTERN ONE OF TWO SUMMITS ON DEVILS MOUNTAIN, ABOUT 100 YARDS EAST
 TR1124'OF A CONCRETE BUILDING AND MICROWAVE REFLECTORS ON A HEAVY
 TR1124'FRAMEWORK OVER THE BUILDING, IN SECTION 11, T 33 N, R 4 E..
 TR1124'
 TR1124'TO REACH FROM JEFFERSON SCHOOL IN THE SOUTHEASTERN PART OF MOUNT
 TR1124'VERNON, GO EAST ON BLACKBURN ROAD FOR 0.6 MILE, KEEP RIGHT ON LITTLE
 TR1124'MTN RD FOR 0.4 MILE, KEEP LEFT FORK 2.8 MILES TO A
 TR1124'T-INTERSECTION.  (AMICK ROAD), TURN RIGHT AND GO 0.8 MILE TO A
 TR1124'90-DEGREE TURN TO THE RIGHT AND A ROAD STRAIGHT AHEAD.  TURN
 TR1124'RIGHT AND GO WESTERLY 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT, GO
 TR1124'0.4 MILE TO A Y, CONTINUE STRAIGHT AHEAD ON THE RIGHT FORK FOR
 TR1124'0.45 MILE TO A HORSESHOE CURVE IN A DRAW.  CONTINUE 0.7 MILE
 TR1124'TO AN IRON GATE (NOT LOCKED AT THIS TIME), PASS THROUGH GATE AND
 TR1124'GO 0.45 MILE TO A CONCRETE BUILDING AND MICROWAVE REFLECTORS ON
 TR1124'THE LEFT, CONTINUE ALONG THE ROAD FOR 0.05 MILE TO THE
 TR1124'SUMMIT AND THE STATION.
 TR1124'
 TR1124'NOTE--THE DRILL HOLE IS NOT THOUGHT TO BE THE ORIGINAL LOCATION
 TR1124'OF THE STATION MARK.
 TR1124'
 TR1124'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1124'5 MILES SOUTHEAST OF MOUNT VERNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1129 ***********************************************************************
 TR1129  DESIGNATION -  DEVILS MTN NEW TOWER
 TR1129  PID         -  TR1129
 TR1129  STATE/COUNTY-  WA/SKAGIT
 TR1129  USGS QUAD   -  CONWAY (1981)
 TR1129
 TR1129                         *CURRENT SURVEY CONTROL
 TR1129  ___________________________________________________________________
 TR1129* NAD 83(1991)-  48 21 54.27716(N)    122 16 06.43356(W)     ADJUSTED  
 TR1129* NAVD 88     -                                                        
 TR1129  ___________________________________________________________________
 TR1129  LAPLACE CORR-          10.37  (seconds)                    DEFLEC99
 TR1129  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 TR1129
 TR1129  HORZ ORDER  -  THIRD
 TR1129
 TR1129.The horizontal coordinates were established by classical geodetic methods
 TR1129.and adjusted by the National Geodetic Survey in December 1991..
 TR1129
 TR1129
 TR1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1129
 TR1129.The geoid height was determined by GEOID03.
 TR1129
 TR1129;                    North         East     Units Scale Factor Converg.
 TR1129;SPC WA N     -   152,765.498   393,672.730   MT  0.99995154   -1 04 06.5
 TR1129;SPC WA N     -   501,198.14  1,291,574.62   sFT  0.99995154   -1 04 06.5
 TR1129;UTM  10      - 5,357,136.845   554,183.766   MT  0.99963607   +0 32 48.4
 TR1129
 TR1129                          SUPERSEDED SURVEY CONTROL
 TR1129
 TR1129  NAD 83(1986)-  48 21 54.28202(N)    122 16 06.43388(W) AD(       ) 4
 TR1129  NAD 27      -  48 21 54.91546(N)    122 16 01.93324(W) AD(       ) 3
 TR1129
 TR1129.Superseded values are not recommended for survey control.
 TR1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1129.See file dsdata.txt to determine how the superseded data were derived.
 TR1129
 TR1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5418457137(NAD 83)
 TR1129_MARKER: 56 = SKELETON TOWER
 TR1129
 TR1129  HISTORY     - Date     Condition        Report By
 TR1129  HISTORY     - 1979     FIRST OBSERVED   NGS
 TR1129  HISTORY     - 19820402 GOOD             NGS
 TR1129
 TR1129                          STATION DESCRIPTION
 TR1129
 TR1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR1129'THE STATION IS THE TOP CENTER OF THE CABLE VISION TOWER ATOP
 TR1129'DEVILS MTN.  THE TOWER IS A THREE LEGGED STRUCTURE PAINTED
 TR1129'ALUMINUM IN COLOR SUPPORTING A NUMBER OF TELEVISION
 TR1129'ANTENNAS AND IS ABOUT 150 FT IN HEIGHT.
 TR1129
 TR1129                          STATION RECOVERY (1982)
 TR1129
 TR1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 TR1129'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0465 ***********************************************************************
 TQ0465  DESIGNATION -  DEVORE ET
 TQ0465  PID         -  TQ0465
 TQ0465  STATE/COUNTY-  WA/CHELAN
 TQ0465  USGS QUAD   -  MT LYALL (1987)
 TQ0465
 TQ0465                         *CURRENT SURVEY CONTROL
 TQ0465  ___________________________________________________________________
 TQ0465* NAD 83(1991)-  48 17 30.59457(N)    120 45 40.52145(W)     ADJUSTED  
 TQ0465* NAVD 88     -      2282.5    (meters)    7489.     (feet)  VERTCON   
 TQ0465  ___________________________________________________________________
 TQ0465  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 TQ0465  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 TQ0465
 TQ0465  HORZ ORDER  -  SECOND
 TQ0465
 TQ0465.The horizontal coordinates were established by classical geodetic methods
 TQ0465.and adjusted by the National Geodetic Survey in December 1991..
 TQ0465
 TQ0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0465
 TQ0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0465
 TQ0465.The geoid height was determined by GEOID03.
 TQ0465
 TQ0465;                    North         East     Units Scale Factor Converg.
 TQ0465;SPC WA N     -   143,632.349   505,348.109   MT  0.99994685   +0 03 13.2
 TQ0465;SPC WA N     -   471,233.80  1,657,962.92   sFT  0.99994685   +0 03 13.2
 TQ0465;UTM  10      - 5,351,159.393   666,051.411   MT  0.99993879   +1 40 18.1
 TQ0465
 TQ0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0465!SPC WA N     -   0.99964514  x   0.99994685  =   0.99959201
 TQ0465!UTM  10      -   0.99964514  x   0.99993879  =   0.99958395
 TQ0465
 TQ0465|---------------------------------------------------------------------|
 TQ0465| PID    Reference Object                     Distance      Geod. Az  |
 TQ0465|                                                           dddmmss.s |
 TQ0465| CF1340 DEVORE ET RM 2                                     03257     |
 TQ0465| CF1339 DEVORE ET RM 1                                     19649     |
 TQ0465|---------------------------------------------------------------------|
 TQ0465
 TQ0465                          SUPERSEDED SURVEY CONTROL
 TQ0465
 TQ0465  NAD 83(1986)-  48 17 30.59535(N)    120 45 40.51491(W) AD(       ) 2
 TQ0465  NAD 27      -  48 17 31.11095(N)    120 45 36.15446(W) AD(       ) 2
 TQ0465  NGVD 29 (07/19/86) 2281.1    (m)         7484.     (f) VERT ANG       
 TQ0465
 TQ0465.Superseded values are not recommended for survey control.
 TQ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0465.See file dsdata.txt to determine how the superseded data were derived.
 TQ0465
 TQ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU6605151159(NAD 83)
 TQ0465_MARKER: DD = SURVEY DISK
 TQ0465_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0465
 TQ0465  HISTORY     - Date     Condition        Report By
 TQ0465  HISTORY     - 1962     MONUMENTED       USGS
 TQ0465
 TQ0465                          STATION DESCRIPTION
 TQ0465
 TQ0465'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (DJW)
 TQ0465'LOCATED ABOUT 9.5 MI. NW. OF LUCERNE.  6.5 MI. N. OF HOLDEN.  5 MI.
 TQ0465'WSW. OF STEHEKIN.  1 MI. N. OF DEVORE PEAK.  ON A SMALL TOP IN A
 TQ0465'SADDLE FORMED BY TWO CIRQUES BETWEEN DEVORE PEAK AND TUPSHIN PEAK.
 TQ0465'
 TQ0465'STATION REACHED BY HELICOPTER.  THE STATION CAN BE REACHED FROM THE
 TQ0465'N. END OF LAKE CHELAN BY FOLLOWING DEVORE CREEK FOR ABOUT 3.5 MI. TO
 TQ0465'A LARGE DRAIN GOING WNW.  FOLLOW RIDGE N. OF DRAIN TO TOP, THEN GO
 TQ0465'W. THROUGH SADDLE TO STATION.
 TQ0465'
 TQ0465'STATION MARK--STANDARD TABLET STAMPED DEVORE ET 1962 CEMENTED IN
 TQ0465'ROCK OUTCROP 0.5 FT. BELOW TOP.
 TQ0465'
 TQ0465'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED NO 1 1962 CEMENTED IN
 TQ0465'ROCK OUTCROP, 3.8 FT. LOWER THAN STATION MARK.
 TQ0465'
 TQ0465'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED NO 2 1962 CEMENTED IN
 TQ0465'ROCK OUTCROP, 1.4 FT. LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1661 ***********************************************************************
 SY1661  DESIGNATION -  DEWATTO 2
 SY1661  PID         -  SY1661
 SY1661  STATE/COUNTY-  WA/MASON
 SY1661  USGS QUAD   -  LILLIWAUP (1985)
 SY1661
 SY1661                         *CURRENT SURVEY CONTROL
 SY1661  ___________________________________________________________________
 SY1661* NAD 83(1991)-  47 28 14.29854(N)    123 03 33.99787(W)     ADJUSTED  
 SY1661* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY1661  ___________________________________________________________________
 SY1661  LAPLACE CORR-          -8.95  (seconds)                    DEFLEC99
 SY1661  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SY1661
 SY1661  HORZ ORDER  -  THIRD
 SY1661
 SY1661.The horizontal coordinates were established by classical geodetic methods
 SY1661.and adjusted by the National Geodetic Survey in December 1991..
 SY1661
 SY1661.The orthometric height was scaled from a topographic map.
 SY1661
 SY1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1661
 SY1661.The geoid height was determined by GEOID03.
 SY1661
 SY1661;                    North         East     Units Scale Factor Converg.
 SY1661;SPC WA S     -   240,705.892   307,082.118   MT  1.00003433   -1 51 33.0
 SY1661;SPC WA S     -   789,715.91  1,007,485.25   sFT  1.00003433   -1 51 33.0
 SY1661;SPC WA N     -    54,753.757   332,205.865   MT  1.00000561   -1 39 26.6
 SY1661;SPC WA N     -   179,637.95  1,089,912.08   sFT  1.00000561   -1 39 26.6
 SY1661;UTM  10      - 5,257,468.329   495,520.584   MT  0.99960025   -0 02 37.7
 SY1661
 SY1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1661!SPC WA S     -   1.00000289  x   1.00003433  =   1.00003722
 SY1661!SPC WA N     -   1.00000289  x   1.00000561  =   1.00000850
 SY1661!UTM  10      -   1.00000289  x   0.99960025  =   0.99960314
 SY1661
 SY1661|---------------------------------------------------------------------|
 SY1661| PID    Reference Object                     Distance      Geod. Az  |
 SY1661|                                                           dddmmss.s |
 SY1661| DD9595 DEWATTO 2 RM 1                       22.465 METERS 06639     |
 SY1661| DD9597 DEWATTO 2 WM 1                                     14003     |
 SY1661| DD9598 DEWATTO 2 WM 2                                     16700     |
 SY1661| DD9596 DEWATTO 2 RM 2                       28.960 METERS 18637     |
 SY1661| SY1649 LONG POINT 2                        APPROX. 3.5 KM 2114954.0 |
 SY1661| SY1653 GRAY HOTEL NORTH GABLE              APPROX. 4.3 KM 2500520.5 |
 SY1661| SY1650 HOUSE E CHIM BACK OF CABIN 2        APPROX. 2.3 KM 2772925.4 |
 SY1661|---------------------------------------------------------------------|
 SY1661
 SY1661                          SUPERSEDED SURVEY CONTROL
 SY1661
 SY1661  NAD 83(1986)-  47 28 14.29555(N)    123 03 34.00519(W) AD(       ) 3
 SY1661  NAD 27      -  47 28 14.96100(N)    123 03 29.44600(W) AD(       ) 3
 SY1661
 SY1661.Superseded values are not recommended for survey control.
 SY1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1661.See file dsdata.txt to determine how the superseded data were derived.
 SY1661
 SY1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9552157468(NAD 83)
 SY1661_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1661
 SY1661  HISTORY     - Date     Condition        Report By
 SY1661  HISTORY     - 1934     MONUMENTED       CGS
 SY1661  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY1661  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY1661  HISTORY     - 19960329 MARK NOT FOUND   USPSQD
 SY1661
 SY1661                          STATION DESCRIPTION
 SY1661
 SY1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY1661'LOCATED ON A SMALL GRAVEL SPIT ABOUT 1.0 MILE (NAUTICAL) NORTH OF
 SY1661'DEWATTO BAY ON THE EAST SIDE OF HOODS CANAL.  THE SPIT IS ROUNDED
 SY1661'AND PROJECTS FROM A ROUND POINT OF LAND WHICH RISES FROM THE WATER
 SY1661'LEVEL AT AN ANGLE OF 45 DEG AND IS WELL TIMBERED.  IT IS SITUATED
 SY1661'ABOUT 30 FEET INSIDE THE HIGH WATER LINE AND 80 FEET OUT SIDE THE
 SY1661'FOOT OF THE RISING GROUND IN BACK.
 SY1661'
 SY1661'THE UNDERGROUND MARK IS A STANDARD DISK SET IN A MASS OF CONCRETE
 SY1661'ABOUT 30 INCHES BELOW THE SURFACE.
 SY1661'
 SY1661'SURFACE MARK IS A STANDARD DISK SET IN A 6 IN X 6 IN X 18 IN BLOCK
 SY1661'OF CONCRETE SET IN A MASS OF CONCRETE 24 INCHES DEEP AND 16 INCHES
 SY1661'IN DIAMETER AND PROJECTING FROM THE SURFACE ABOUT 3 INCHES.
 SY1661'
 SY1661'R.M. 1 IS TO THE N.E. AND IS A STANDARD DISK SET IN A 6 IN X 6 IN
 SY1661'X 18 IN BLOCK OF CONCRETE SET ABOUT 20 FEET BACK OF THE HIGH WATER
 SY1661'LINE AND PROJECTING 3 INCHES ABOVE THE SURFACE.
 SY1661'
 SY1661'R.M. 2 IS THE SAME SET TO THE S.E. AND IS ABOUT 15 FEET INSIDE
 SY1661'THE HIGH WATER LINE.
 SY1661'
 SY1661'WITNESS MARK 1 IS A LARGE TRIANGULAR BLAZE IN A 30 INCH FIR TREE
 SY1661'ABOUT 60 FEET BACK FROM THE BASE OF THE HILL (SLOPE DISTANCE).
 SY1661'
 SY1661'WITNESS MARK 2 IS A LARGE TRIANGULAR BLAZE IN A 24 INCH FIR TREE
 SY1661'ABOUT 40 FEET BACK FROM THE BASE OF THE HILL (SLOPE DISTANCE).
 SY1661
 SY1661                          STATION RECOVERY (1953)
 SY1661
 SY1661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JAW)
 SY1661'THIS STATION WAS SEARCHED FOR BUT NOT FOUND, SOME BROKEN CONCRETE
 SY1661'WAS FOUND, AND ONE WITNESS TREE.
 SY1661
 SY1661                          STATION RECOVERY (1956)
 SY1661
 SY1661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY1661'STATION MARK DEWATTO 2 1934 WAS FOUND WASHED OUT AND WAS DESTROYED.
 SY1661'
 SY1661'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED AND WAS USED TO
 SY1661'REFERENCE DEWATTO 3.
 SY1661'
 SY1661'REFERENCE MARK 2 WAS SEARCHED FOR AND NOT FOUND.
 SY1661
 SY1661                          STATION RECOVERY (1996)
 SY1661
 SY1661'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1659 ***********************************************************************
 SY1659  DESIGNATION -  DEWATTO 3
 SY1659  PID         -  SY1659
 SY1659  STATE/COUNTY-  WA/MASON
 SY1659  USGS QUAD   -  LILLIWAUP (1985)
 SY1659
 SY1659                         *CURRENT SURVEY CONTROL
 SY1659  ___________________________________________________________________
 SY1659* NAD 83(1991)-  47 28 14.33789(N)    123 03 33.21924(W)     ADJUSTED  
 SY1659* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 SY1659  ___________________________________________________________________
 SY1659  LAPLACE CORR-          -8.94  (seconds)                    DEFLEC99
 SY1659  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SY1659
 SY1659  HORZ ORDER  -  THIRD
 SY1659
 SY1659.The horizontal coordinates were established by classical geodetic methods
 SY1659.and adjusted by the National Geodetic Survey in December 1991..
 SY1659
 SY1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1659
 SY1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1659
 SY1659.The geoid height was determined by GEOID03.
 SY1659
 SY1659;                    North         East     Units Scale Factor Converg.
 SY1659;SPC WA S     -   240,706.578   307,098.454   MT  1.00003433   -1 51 32.4
 SY1659;SPC WA S     -   789,718.16  1,007,538.84   sFT  1.00003433   -1 51 32.4
 SY1659;SPC WA N     -    54,754.500   332,222.199   MT  1.00000560   -1 39 26.0
 SY1659;SPC WA N     -   179,640.39  1,089,965.66   sFT  1.00000560   -1 39 26.0
 SY1659;UTM  10      - 5,257,469.531   495,536.883   MT  0.99960024   -0 02 37.1
 SY1659
 SY1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1659!SPC WA S     -   1.00000286  x   1.00003433  =   1.00003719
 SY1659!SPC WA N     -   1.00000286  x   1.00000560  =   1.00000846
 SY1659!UTM  10      -   1.00000286  x   0.99960024  =   0.99960309
 SY1659
 SY1659|---------------------------------------------------------------------|
 SY1659| PID    Reference Object                     Distance      Geod. Az  |
 SY1659|                                                           dddmmss.s |
 SY1659| DD9595 DEWATTO 2 RM 1                        6.123 METERS 08919     |
 SY1659| DD9599 DEWATTO 3 RM 4                       15.728 METERS 15737     |
 SY1659| SY1651 CABIN 2                             APPROX. 2.3 KM 2761221.5 |
 SY1659|---------------------------------------------------------------------|
 SY1659
 SY1659                          SUPERSEDED SURVEY CONTROL
 SY1659
 SY1659  NAD 83(1986)-  47 28 14.33486(N)    123 03 33.22739(W) AD(       ) 3
 SY1659  NAD 27      -  47 28 15.00000(N)    123 03 28.66700(W) AD(       ) 3
 SY1659  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 SY1659
 SY1659.Superseded values are not recommended for survey control.
 SY1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1659.See file dsdata.txt to determine how the superseded data were derived.
 SY1659
 SY1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9553757470(NAD 83)
 SY1659_MARKER: Z = SEE DESCRIPTION
 SY1659_SETTING: 0 = UNSPECIFIED SETTING
 SY1659
 SY1659  HISTORY     - Date     Condition        Report By
 SY1659  HISTORY     - 1956     MONUMENTED       CGS
 SY1659
 SY1659                          STATION DESCRIPTION
 SY1659
 SY1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY1659'THE STATION IS LOCATED 1 MILE NORTH OF DEWATTO, 6 MILES NORTHEAST
 SY1659'OF HOODSPORT AND ON THE EAST SHORE OF THE HOOD CANAL.
 SY1659'
 SY1659'TO REACH THE STATION FROM THE POST OFFICE IN BELFAIR, GO NORTH ON
 SY1659'STATE HIGHWAY 21 FOR 0.1 MILE TO A Y-FORK.  TURN LEFT AND GO NORTH
 SY1659'FOR 0.2 MILE TO A SIDE ROAD LEFT AT SIGN TAHUYA.  TURN LEFT AND
 SY1659'GO WEST FOR 13.7 MILE TO A SIDE ROAD AND A SIGN DEWATTO.  TURN
 SY1659'RIGHT AND GO NORTH FOR 0.4 MILE TO THE END OF THE PAVEMENT AT
 SY1659'THREE ROADS.  TAKE THE CENTER ROAD FOR 4.5 MILES TO A FORK.
 SY1659'TAKE THE LEFT FORK AND GO 3.8 MILES TO A T-ROAD.  TAKE THE LEFT
 SY1659'ROAD WESTERLY FOR 0.4 MILE TO THE BOAT LANDING AT DEWATTO BAY
 SY1659'AND THE END OF TRUCK TRAVEL.  HERE A BOAT MAY BE OBTAINED FROM
 SY1659'MR. ARTHUR ROSS, A LOCAL RESIDENT.  PROCEED WEST OUT
 SY1659'OF THE BAY THENCE NORTH ALONG THE EAST SHORE OF THE CANAL TO A
 SY1659'SAND SPIT AND THE STATION, A DISTANCE OF APPROXIMATELY 1.0 MILES
 SY1659'FROM DEWATTO BAY.
 SY1659'
 SY1659'THE STATION MARK IS A STANDARD DISK STAMPED DEWATTO 3 1955.  IT
 SY1659'IS BRAZED TO THE TOP OF A 2 INCH CAST IRON SOIL PIPE AND PROJECTS
 SY1659'10 INCHES.  THE MARK IS 51 FEET EAST OF THE HIGH WATER LINE AND
 SY1659'105 FEET (SLOPE DISTANCE) NORTHEAST OF A LARGE TRIANGLE-BLAZED
 SY1659'TREE.
 SY1659'
 SY1659'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 1 1934.  IT IS SET
 SY1659'IN A 6 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 SY1659'
 SY1659'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DEWATTO 3 NO 4
 SY1659'1955.  IT IS BRAZED TO THE TOP OF A 2 INCH CAST IRON SOIL PIPE
 SY1659'PROJECTING 6 INCHES.
 SY1659'
 SY1659'CABIN 2 1934 CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0282 ***********************************************************************
 TR0282  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0282  DESIGNATION -  DEWEY
 TR0282  PID         -  TR0282
 TR0282  STATE/COUNTY-  WA/SKAGIT
 TR0282  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0282
 TR0282                         *CURRENT SURVEY CONTROL
 TR0282  ___________________________________________________________________
 TR0282* NAD 83(1991)-  48 24 48.94755(N)    122 36 54.40032(W)     ADJUSTED  
 TR0282* NAVD 88     -         5.054  (meters)      16.58   (feet)  ADJUSTED  
 TR0282  ___________________________________________________________________
 TR0282  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 TR0282  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 TR0282  DYNAMIC HT  -           5.056 (meters)      16.59  (feet)  COMP
 TR0282  MODELED GRAV-     980,853.0   (mgal)                       NAVD 88
 TR0282
 TR0282  HORZ ORDER  -  THIRD
 TR0282  VERT ORDER  -  FIRST     CLASS II
 TR0282
 TR0282.The horizontal coordinates were established by classical geodetic methods
 TR0282.and adjusted by the National Geodetic Survey in December 1991..
 TR0282
 TR0282.The orthometric height was determined by differential leveling
 TR0282.and adjusted by the National Geodetic Survey in June 1991..
 TR0282
 TR0282.This Tidal Bench Mark is designated as VM 14843
 TR0282.by the Center for Operational Oceanographic Products and Services.
 TR0282
 TR0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0282
 TR0282.The geoid height was determined by GEOID03.
 TR0282
 TR0282.The dynamic height is computed by dividing the NAVD 88
 TR0282.geopotential number by the normal gravity value computed on the
 TR0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0282.degrees latitude (g = 980.6199 gals.).
 TR0282
 TR0282.The modeled gravity was interpolated from observed gravity values.
 TR0282
 TR0282;                    North         East     Units Scale Factor Converg.
 TR0282;SPC WA N     -   158,695.871   368,118.118   MT  0.99995555   -1 19 35.7
 TR0282;SPC WA N     -   520,654.70  1,207,734.19   sFT  0.99995555   -1 19 35.7
 TR0282;UTM  10      - 5,362,342.975   528,480.710   MT  0.99960997   +0 17 16.4
 TR0282
 TR0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0282!SPC WA N     -   1.00000267  x   0.99995555  =   0.99995822
 TR0282!UTM  10      -   1.00000267  x   0.99960997  =   0.99961264
 TR0282
 TR0282|---------------------------------------------------------------------|
 TR0282| PID    Reference Object                     Distance      Geod. Az  |
 TR0282|                                                           dddmmss.s |
 TR0282| TR0278 DEWEY TIDAL 1                         6.945 METERS 02934     |
 TR0282| TR1414 BEN URE ISLAND LT                   APPROX. 1.4 KM 2242716.8 |
 TR0282| TR1410 HILL RESET                          APPROX. 2.3 KM 2341443.8 |
 TR0282| TR0277 DEWEY TIDAL 2                        13.754 METERS 30019     |
 TR0282|---------------------------------------------------------------------|
 TR0282
 TR0282                          SUPERSEDED SURVEY CONTROL
 TR0282
 TR0282  NAD 83(1986)-  48 24 48.95024(N)    122 36 54.40547(W) AD(       ) 3
 TR0282  NAD 27      -  48 24 49.58200(N)    122 36 49.78100(W) AD(       ) 3
 TR0282  NGVD 29 (??/??/92)    3.902  (m)           12.80   (f) ADJ UNCH    1 2
 TR0282
 TR0282.Superseded values are not recommended for survey control.
 TR0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0282.See file dsdata.txt to determine how the superseded data were derived.
 TR0282
 TR0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2848162343(NAD 83)
 TR0282_MARKER: DS = TRIANGULATION STATION DISK
 TR0282_SETTING: 66 = SET IN ROCK OUTCROP
 TR0282_SP_SET: BEDROCK
 TR0282_STAMPING: DEWEY 1939
 TR0282_MARK LOGO: CGS   
 TR0282_PROJECTION: FLUSH
 TR0282_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0282+STABILITY: POSITION/ELEVATION WELL
 TR0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0282+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1984
 TR0282
 TR0282  HISTORY     - Date     Condition        Report By
 TR0282  HISTORY     - 1939     MONUMENTED       CGS
 TR0282  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR0282  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR0282  HISTORY     - 1952     GOOD             NGS
 TR0282  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0282  HISTORY     - 19840707 GOOD             NGS
 TR0282
 TR0282                          STATION DESCRIPTION
 TR0282
 TR0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR0282'STATION IS ON THE SOUTHERNMOST END OF YOKEKOO POINT, FIDALGO
 TR0282'ISLAND, AND ON THE N SIDE OF THE EASTERN END OF DECEPTION
 TR0282'PASS.  THE STATION IS IN A ROCKY LEDGE, 3 FEET NORTHWARD OF AND
 TR0282'ABOUT 10 FEET ABOVE THE HIGH-WATER LINE.
 TR0282'
 TR0282'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 TR0282'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 TR0282'
 TR0282'THE STATION MARK IS STAMPED DEWEY 1939.
 TR0282'
 TR0282'REFERENCE MARK NO.1 IS STAMPED 1-1939.  IT IS LOCATED 6.945
 TR0282'METERS NORTHEASTWARD OF THE STATION.  REFERENCE MARK NO.2 IS
 TR0282'STAMPED 2-1939.  IT IS LOCATED 13.754 METERS NORTHWESTWARD OF THE
 TR0282'STATION.
 TR0282
 TR0282                          STATION RECOVERY (1952)
 TR0282
 TR0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 TR0282'STATION MARK RECOVERED AS DESCRIBED.  NO SEARCH WAS MADE FOR THE
 TR0282'REFERENCE MARKS.  STATION WAS NOT OCCUPIED, AND MARKS WERE NOT
 TR0282'MEASURED.  A SLIGHTLY REVISED DESCRIPTION FOLLOWS--
 TR0282'
 TR0282'STATION IS ON THE MOST S END OF YOKEKO POINT, FIDALGO ISLAND,
 TR0282'ON THE N SIDE OF THE E END OF DECEPTION PASS.  THE STATION MARK
 TR0282'IS SET IN A DRILL HOLE IN A ROCKY LEDGE, 3 FT. N OF AND 10
 TR0282'FT. ABOVE THE HIGH-WATERLINE.  STATION IS S OF A LARGE HOUSE
 TR0282'WHICH HAS LOG COLUMNS SUPPORTING ITS SECOND STORY.  THE STATION
 TR0282'MARK IS STAMPED DEWEY 1939, AND IS A STANDARD TRIANGULATION
 TR0282'DISK.
 TR0282'
 TR0282'REFERENCE MARKS ARE STANDARD REFERENCE-MARK DISKS, SET IN
 TR0282'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 TR0282'
 TR0282'REFERENCE MARK 1 IS (WAS) STAMPED 1-1939 AND 6.945 M. NE OF THE
 TR0282'STATION.
 TR0282'
 TR0282'REFERENCE MARK 2 IS (WAS) STAMPED 2-1939 AND 13.754 M. NW OF THE
 TR0282'STATION.
 TR0282'
 TR0282'THE LATTER ARE THE 1939 MEASUREMENTS.
 TR0282
 TR0282                          STATION RECOVERY (1952)
 TR0282
 TR0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 TR0282'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 TR0282'
 TR0282'TO REACH THE STATION, FOLLOW STATE HIGHWAY 1 D FOR 2.0 MI. N
 TR0282'FROM THE S END OF DECEPTION PASS BRIDGE, THENCE 0.2 MI. SE ALONG
 TR0282'A GRAVEL ROAD, THENCE 0.3 MI. S ALONG A PAVED ROAD TO THE OLD
 TR0282'ABANDONED DEWEY FERRY LANDING.  A STANDARD TRIANGULATION-STATION
 TR0282'DISK, STAMPED DEWEY 1939, AT THE S POINT OF YOKEKO POINT, ON THE
 TR0282'TOP OF A BANK OVERLOOKING DECEPTION PASS, THE DECEPTION PASS
 TR0282'BRIDGE IS VISIBLE FROM THIS POINT, IN BEDROCK, ABOUT 250 YD. S
 TR0282'ALONG THE SHORELINE FROM THE FERRY LANDING, 56.6 FT. SE OF THE S
 TR0282'CORNER OF A LARGE RAMBLING HOUSE, ABOUT 5 FT. HIGHER THAN THE
 TR0282'HIGH WATER MARK, AND ABOUT 5 FT. NW OF THE EDGE OF 10-FT.-HIGH
 TR0282'ROCK BANK.
 TR0282'
 TR0282'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED 1
 TR0282'1939 AND SET IN BEDROCK, 38.3 FT. SE OF THE E CORNER OF A LARGE
 TR0282'RAMBLING HOUSE, 22.9 FT. N OF THE STATION, AND ABOUT 3 FT. HIGHER
 TR0282'THAN THE STATION.
 TR0282'
 TR0282'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 TR0282'2 1939 AND SET IN BEDROCK, 45.5 FT. W OF THE STATION, 29.8 FT. SE
 TR0282'OF THE S CORNER OF A LARGE RAMBLING HOUSE, AND ABOUT 8 FT. HIGHER
 TR0282'THAN THE STATION.
 TR0282
 TR0282                          STATION RECOVERY (1952)
 TR0282
 TR0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0282'2.5 MI NE FROM DECEPTION PASS.
 TR0282'2.0 MILES NORTH ALONG STATE HIGHWAY 1D FROM THE SOUTH END OF DECEPTION
 TR0282'PASS BRIDGE, THENCE 0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE 0.3
 TR0282'MILE SOUTH ALONG A PAVED ROAD TO THE OLD ABANDONED DEWEY FERRY
 TR0282'LANDING, AT THE SOUTH POINT OF YOKEKO POINT, ON THE TOP OF A BANK OVER
 TR0282'LOOKING DECEPTION PASS, DECEPTION PASS IS VISIBLE FROM THIS POINT, IN
 TR0282'BEDROCK, ABOUT 250 YARDS SOUTH ALONG THE SHORE LINE FROM THE DEWEY
 TR0282'FERRY LANDING, 56.6 FEET SOUTHEAST OF THE SOUTH CORNER OF A LARGE
 TR0282'RAMBLING HOUSE, ABOUT 5 FEET HIGHER THAN THE HIGH WATER MARK, 5 FEET
 TR0282'NORTHWEST OF THE EDGE OF A 10-FOOT-HIGH ROCK BANK.
 TR0282
 TR0282                          STATION RECOVERY (1960)
 TR0282
 TR0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0282'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, AND IN GOOD
 TR0282'CONDITION, WITH THE FOLLOWING ADDITIONS--
 TR0282'
 TR0282'STATION MARK IS A STANDARD BRONZE DISK, STAMPED DEWEY 1939, SET
 TR0282'WITH CONCRETE IN A DRILL HOLE IN BEDROCK.
 TR0282'
 TR0282'REFERENCE MARK 1 IS A STANDARD BRONZE DISK, STAMPED 1 1939, SET
 TR0282'WITH CONCRETE IN A DRILL HOLE IN BEDROCK.
 TR0282'
 TR0282'REFERENCE MARK 2 IS A STANDARD BRONZE DISK, STAMPED 2 1939, SET
 TR0282'WITH CONCRETE IN A DRILL HOLE IN BEDROCK.
 TR0282'
 TR0282'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 1-D
 TR0282'AND YOKEKO DRIVE, JUST EAST OF THE RIDGEWAY RESTAURANT, FOLLOW
 TR0282'YOKEKO DRIVE SOUTHEASTERLY FOR 0.6 MILES TO K.C. MORRISON HOME ON
 TR0282'YOKEKO POINT.  STATION IS LOCATED 15 METERS SOUTH OF HOUSE.
 TR0282
 TR0282                          STATION RECOVERY (1984)
 TR0282
 TR0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 TR0282'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) SOUTH OF ANACORTES,
 TR0282'11.2 KM (6.95 MI) SOUTHWEST OF BAYVIEW AND ON THE SOUTH END OF YOKEKOO
 TR0282'POINT ON FIDALGO ISLAND ON THE NORTH SIDE OF DECEPTION PASS. TO REACH
 TR0282'FROM THE SOUTH END OF THE BRIDGE OVER DECEPTION PASS, GO NORTH ON
 TR0282'STATE ROUTE 20 FOR 3.22 KM (2.00 MI) TO A SIDE ROAD RIGHT. TURN RIGHT
 TR0282'AND GO SOUTHEASTERLY OF YOKEKO DRIVE FOR 0.97 KM (0.60 MI) TO THE OLD
 TR0282'FERRY DOCK RUINS AND THE STATION ABOUT 250 M (820.2 FT) SOUTH ALONG
 TR0282'THE BEACH. THE MARK IS SET IN A DRILL HOLE IN BEDROCK.  IT IS 15 M
 TR0282'(49.2 FT) SOUTH OF A HOUSE, 13.754 M (45.125 FT) SOUTHEAST OF
 TR0282'REFERENCE MARK 2 AND 6.945 M (22.785 FT) SOUTHWEST OF REFERENCE MARK
 TR0282'1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1140 ***********************************************************************
 SB1140  DESIGNATION -  DEWEY
 SB1140  PID         -  SB1140
 SB1140  STATE/COUNTY-  WA/PIERCE
 SB1140  USGS QUAD   -  CHINOOK PASS (1987)
 SB1140
 SB1140                         *CURRENT SURVEY CONTROL
 SB1140  ___________________________________________________________________
 SB1140* NAD 83(1991)-  46 52 03.81705(N)    121 30 27.38520(W)     ADJUSTED  
 SB1140* NAVD 88     -      1967.8    (meters)    6456.     (feet)  VERTCON   
 SB1140  ___________________________________________________________________
 SB1140  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 SB1140  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 SB1140
 SB1140  HORZ ORDER  -  THIRD
 SB1140
 SB1140.The horizontal coordinates were established by classical geodetic methods
 SB1140.and adjusted by the National Geodetic Survey in December 1991..
 SB1140
 SB1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1140
 SB1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1140
 SB1140.The geoid height was determined by GEOID03.
 SB1140
 SB1140;                    North         East     Units Scale Factor Converg.
 SB1140;SPC WA S     -   171,040.061   423,184.237   MT  0.99992675   -0 43 54.9
 SB1140;SPC WA S     -   561,153.93  1,388,396.95   sFT  0.99992675   -0 43 54.9
 SB1140;UTM  10      - 5,191,546.387   613,738.924   MT  0.99975900   +1 05 21.2
 SB1140
 SB1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1140!SPC WA S     -   0.99969463  x   0.99992675  =   0.99962140
 SB1140!UTM  10      -   0.99969463  x   0.99975900  =   0.99945370
 SB1140
 SB1140:                Primary Azimuth Mark                     Grid Az
 SB1140:SPC WA S     -  SHRINER PK                               196 57 34.3
 SB1140:UTM  10      -  SHRINER PK                               195 08 18.2
 SB1140
 SB1140|---------------------------------------------------------------------|
 SB1140| PID    Reference Object                     Distance      Geod. Az  |
 SB1140|                                                           dddmmss.s |
 SB1140| SB1159 SHRINER PK                          APPROX. 6.3 KM 1961339.4 |
 SB1140|---------------------------------------------------------------------|
 SB1140
 SB1140                          SUPERSEDED SURVEY CONTROL
 SB1140
 SB1140  NAD 83(1986)-  46 52 03.83400(N)    121 30 27.39057(W) AD(       ) 3
 SB1140  NGVD 29 (11/26/90) 1966.5    (m)         6452.     (f) VERT ANG       
 SB1140
 SB1140.Superseded values are not recommended for survey control.
 SB1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1140.See file dsdata.txt to determine how the superseded data were derived.
 SB1140
 SB1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS1373991546(NAD 83)
 SB1140_MARKER: DS = TRIANGULATION STATION DISK
 SB1140_SETTING: 66 = SET IN ROCK OUTCROP
 SB1140_SP_SET: SET IN ROCK OUTCROP
 SB1140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB1140+STABILITY: POSITION/ELEVATION WELL
 SB1140
 SB1140  HISTORY     - Date     Condition        Report By
 SB1140  HISTORY     - 1961     MONUMENTED       USGS
 SB1140
 SB1140                          STATION DESCRIPTION
 SB1140
 SB1140'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 SB1140'LOCATED ABOUT 19.8 MI NNE. OF PACKWOOD, 12.3 MI NE. OF LONGMIRE,
 SB1140'1.5 MI NW. OF DEWEY LAKE, 0.5 MI SE. OF CHINOOK PASS.  ON HIGHEST
 SB1140'POINT OF NACHES PEAK.
 SB1140'
 SB1140'REACHED BY HELICOPTER.
 SB1140'
 SB1140'STATION MARK--STANDARD BRONZE TABLET STAMPED---DEWEY 1961---, IN
 SB1140'ROCK OUTCROP ON HIGHEST POINT OF HILL.
 SB1140'
 SB1140'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0934 ***********************************************************************
 TP0934  DESIGNATION -  DEWEY IS 1937
 TP0934  PID         -  TP0934
 TP0934  STATE/COUNTY-  WA/STEVENS
 TP0934  USGS QUAD   -  MARCUS (1979)
 TP0934
 TP0934                         *CURRENT SURVEY CONTROL
 TP0934  ___________________________________________________________________
 TP0934* NAD 83(1991)-  48 44 50.10748(N)    118 06 17.53306(W)     ADJUSTED  
 TP0934* NAVD 88     -       714.     (meters)    2343.     (feet)  SCALED    
 TP0934  ___________________________________________________________________
 TP0934  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 TP0934  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 TP0934
 TP0934  HORZ ORDER  -  THIRD
 TP0934
 TP0934.The horizontal coordinates were established by classical geodetic methods
 TP0934.and adjusted by the National Geodetic Survey in December 1991..
 TP0934
 TP0934.The orthometric height was scaled from a topographic map.
 TP0934
 TP0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0934
 TP0934.The geoid height was determined by GEOID03.
 TP0934
 TP0934;                    North         East     Units Scale Factor Converg.
 TP0934;SPC WA N     -   197,827.920   700,613.263   MT  1.00000265   +2 01 53.0
 TP0934;SPC WA N     -   649,040.43  2,298,595.35   sFT  1.00000265   +2 01 53.0
 TP0934;UTM  11      - 5,399,948.398   418,779.534   MT  0.99968104   -0 49 50.5
 TP0934
 TP0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0934!SPC WA N     -   0.99989078  x   1.00000265  =   0.99989343
 TP0934!UTM  11      -   0.99989078  x   0.99968104  =   0.99957185
 TP0934
 TP0934                          SUPERSEDED SURVEY CONTROL
 TP0934
 TP0934  NAD 83(1986)-  48 44 50.10876(N)    118 06 17.53089(W) AD(       ) 4
 TP0934  NAD 27      -  48 44 50.44800(N)    118 06 13.56300(W) AD(       ) 3
 TP0934
 TP0934.Superseded values are not recommended for survey control.
 TP0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0934.See file dsdata.txt to determine how the superseded data were derived.
 TP0934
 TP0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1878099948(NAD 83)
 TP0934
 TP0934  HISTORY     - Date     Condition        Report By
 TP0934  HISTORY     - 1937     MONUMENTED       BOR
 TP0934
 TP0934                          STATION DESCRIPTION
 TP0934
 TP0934'DESCRIBED BY US BUREAU OF RECLAMATION 1937 (CMB)
 TP0934'LOCATED IN SEC. 34, T. 38 N., R. 37 E. WM, ABOUT MIDWAY BETWEEN
 TP0934'TRIANGULATION STATIONS NAPOLEON AND ARNOLD, ON N END OF BASALT
 TP0934'OUTCROP, AND APPROXIMATELY 800 FEET N. 71 DEG E. OF 1/4 SEC. 33-34.
 TP0934'
 TP0934'SIGNAL IS A 3- BY 3-INCH BY 4-FOOT CEDAR POST SET IN SMALL ROCK
 TP0934'CAIRN.  NOTE 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0281 ***********************************************************************
 TR0281  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0281  DESIGNATION -  DEWEY RM 1
 TR0281  PID         -  TR0281
 TR0281  STATE/COUNTY-  WA/SKAGIT
 TR0281  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0281
 TR0281                         *CURRENT SURVEY CONTROL
 TR0281  ___________________________________________________________________
 TR0281* NAD 83(1986)-  48 24 48.     (N)    122 36 54.     (W)     SCALED    
 TR0281* NAVD 88     -         6.111  (meters)      20.05   (feet)  ADJUSTED  
 TR0281  ___________________________________________________________________
 TR0281  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 TR0281  DYNAMIC HT  -           6.112 (meters)      20.05  (feet)  COMP
 TR0281  MODELED GRAV-     980,853.3   (mgal)                       NAVD 88
 TR0281
 TR0281  VERT ORDER  -  FIRST     CLASS II
 TR0281
 TR0281.The horizontal coordinates were scaled from a topographic map and have
 TR0281.an estimated accuracy of +/- 6 seconds.
 TR0281
 TR0281.The orthometric height was determined by differential leveling
 TR0281.and adjusted by the National Geodetic Survey in June 1991..
 TR0281
 TR0281.This Tidal Bench Mark is designated as VM 14844
 TR0281.by the Center for Operational Oceanographic Products and Services.
 TR0281
 TR0281.The geoid height was determined by GEOID03.
 TR0281
 TR0281.The dynamic height is computed by dividing the NAVD 88
 TR0281.geopotential number by the normal gravity value computed on the
 TR0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0281.degrees latitude (g = 980.6199 gals.).
 TR0281
 TR0281.The modeled gravity was interpolated from observed gravity values.
 TR0281
 TR0281;                    North         East    Units  Estimated Accuracy
 TR0281;SPC WA N     -   158,670.      368,130.      MT  (+/- 180 meters Scaled)
 TR0281
 TR0281                          SUPERSEDED SURVEY CONTROL
 TR0281
 TR0281  NGVD 29 (??/??/92)    4.96   (m)           16.3    (f) COMPUTED    1 2
 TR0281
 TR0281.Superseded values are not recommended for survey control.
 TR0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0281.See file dsdata.txt to determine how the superseded data were derived.
 TR0281
 TR0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU284623(NAD 83)
 TR0281_MARKER: DR = REFERENCE MARK DISK
 TR0281_SETTING: 66 = SET IN ROCK OUTCROP
 TR0281_SP_SET: BEDROCK
 TR0281_STAMPING: DEWEY NO 1 1939
 TR0281_MARK LOGO: CGS   
 TR0281_PROJECTION: FLUSH
 TR0281_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0281+STABILITY: POSITION/ELEVATION WELL
 TR0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0281+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1984
 TR0281
 TR0281  HISTORY     - Date     Condition        Report By
 TR0281  HISTORY     - 1939     MONUMENTED       CGS
 TR0281  HISTORY     - 1952     GOOD             NGS
 TR0281  HISTORY     - 19840707 GOOD             NGS
 TR0281
 TR0281                          STATION DESCRIPTION
 TR0281
 TR0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0281'2.5 MI NE FROM DECEPTION PASS.
 TR0281'2.0 MILES NORTH ALONG STATE HIGHWAY 1D FROM THE SOUTH END OF DECEPTION
 TR0281'PASS BRIDGE, THENCE 0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE 0.3
 TR0281'MILE SOUTH ALONG A PAVED ROAD TO THE OLD ABANDONED DEWEY FERRY
 TR0281'LANDING, AT THE SOUTH POINT OF YOKEKO POINT, ON THE TOP OF A BANK OVER
 TR0281'LOOKING DECEPTION PASS, DECEPTION PASS BRIDGE IS VISIBLE FROM THIS
 TR0281'POINT, IN BEDROCK, ABOUT 250 YARDS SOUTH ALONG THE SHORE LINE FROM THE
 TR0281'DEWEY FERRY LANDING, 38.3 FEET SOUTHEAST OF THE EAST CORNER OF A LARGE
 TR0281'RAMBLING HOUSE, 22.9 FEET NORTH OF DEWEY TRIANGULATION STATION, ABOUT
 TR0281'3 FEET HIGHER THAN THE STATION.
 TR0281
 TR0281                          STATION RECOVERY (1984)
 TR0281
 TR0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 TR0281'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) SOUTH OF ANACORTES,
 TR0281'11.2 KM (6.95 MI) SOUTHWEST OF BAYVIEW AND ON THE SOUTH END OF YOKEKOO
 TR0281'POINT ON FIDALGO ISLAND ON THE NORTH SIDE OF DECEPTION PASS. TO REACH
 TR0281'FROM THE SOUTH END OF THE BRIDGE OVER DECEPTION PASS, GO NORTH ON
 TR0281'STATE ROUTE 20 FOR 3.22 KM (2.00 MI) TO A SIDE ROAD RIGHT. TURN RIGHT
 TR0281'AND GO SOUTHEASTERLY OF YOKEKO DRIVE FOR 0.97 KM (0.60 MI) TO THE OLD
 TR0281'FERRY DOCK RUINS AND THE STATION ABOUT 250 M (820.2 FT) SOUTH ALONG
 TR0281'THE BEACH. THE MARK IS SET IN A DRILL HOLE IN BEDROCK.  IT IS 6.945 M
 TR0281'(22.785 FT) NORTHEAST OF STATION DEWEY, 11.6 M (38.1 FT) SOUTHEAST OF
 TR0281'THE EAST CORNER OF THE HOUSE AND 1.0 M (3.3 FT) HIGHER THAN THE
 TR0281'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0280 ***********************************************************************
 TR0280  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0280  DESIGNATION -  DEWEY RM 2
 TR0280  PID         -  TR0280
 TR0280  STATE/COUNTY-  WA/SKAGIT
 TR0280  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0280
 TR0280                         *CURRENT SURVEY CONTROL
 TR0280  ___________________________________________________________________
 TR0280* NAD 83(1986)-  48 24 48.     (N)    122 36 54.     (W)     SCALED    
 TR0280* NAVD 88     -         8.396  (meters)      27.55   (feet)  ADJUSTED  
 TR0280  ___________________________________________________________________
 TR0280  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 TR0280  DYNAMIC HT  -           8.398 (meters)      27.55  (feet)  COMP
 TR0280  MODELED GRAV-     980,853.3   (mgal)                       NAVD 88
 TR0280
 TR0280  VERT ORDER  -  FIRST     CLASS II
 TR0280
 TR0280.The horizontal coordinates were scaled from a topographic map and have
 TR0280.an estimated accuracy of +/- 6 seconds.
 TR0280
 TR0280.The orthometric height was determined by differential leveling
 TR0280.and adjusted by the National Geodetic Survey in June 1991..
 TR0280
 TR0280.This Tidal Bench Mark is designated as VM 14845
 TR0280.by the Center for Operational Oceanographic Products and Services.
 TR0280
 TR0280.The geoid height was determined by GEOID03.
 TR0280
 TR0280.The dynamic height is computed by dividing the NAVD 88
 TR0280.geopotential number by the normal gravity value computed on the
 TR0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0280.degrees latitude (g = 980.6199 gals.).
 TR0280
 TR0280.The modeled gravity was interpolated from observed gravity values.
 TR0280
 TR0280;                    North         East    Units  Estimated Accuracy
 TR0280;SPC WA N     -   158,670.      368,130.      MT  (+/- 180 meters Scaled)
 TR0280
 TR0280                          SUPERSEDED SURVEY CONTROL
 TR0280
 TR0280  NGVD 29 (??/??/92)    7.24   (m)           23.8    (f) COMPUTED    1 2
 TR0280
 TR0280.Superseded values are not recommended for survey control.
 TR0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0280.See file dsdata.txt to determine how the superseded data were derived.
 TR0280
 TR0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU284623(NAD 83)
 TR0280_MARKER: DR = REFERENCE MARK DISK
 TR0280_SETTING: 66 = SET IN ROCK OUTCROP
 TR0280_SP_SET: BEDROCK
 TR0280_STAMPING: DEWEY NO 2 1939
 TR0280_MARK LOGO: CGS   
 TR0280_PROJECTION: FLUSH
 TR0280_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0280+STABILITY: POSITION/ELEVATION WELL
 TR0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0280+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1984
 TR0280
 TR0280  HISTORY     - Date     Condition        Report By
 TR0280  HISTORY     - 1939     MONUMENTED       CGS
 TR0280  HISTORY     - 1952     GOOD             NGS
 TR0280  HISTORY     - 19840707 GOOD             NGS
 TR0280
 TR0280                          STATION DESCRIPTION
 TR0280
 TR0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0280'2.5 MI NE FROM DECEPTION PASS.
 TR0280'2.0 MILES NORTH ALONG STATE HIGHWAY 1D FROM THE SOUTH END OF DECEPTION
 TR0280'PASS BRIDGE, THENCE 0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE 0.3
 TR0280'MILE SOUTH ALONG A PAVED ROAD TO THE OLD ABANDONED DEWEY FERRY
 TR0280'LANDING, AT THE SOUTH POINT OF YOKEKO POINT, ON THE TOP OF A BANK OVER
 TR0280'LOOKING THE DECEPTION PASS, DECEPTION PASS BRIDGE IS VISIBLE FROM THIS
 TR0280'POINT, IN BEDROCK, ABOUT 250 YARDS SOUTH ALONG THE SHORE LINE FROM THE
 TR0280'DEWEY FERRY LANDING, 45.5 FEET WEST OF DEWEY TRIANGULATION STATION,
 TR0280'29.8 FEET SOUTHEAST OF THE SOUTH CORNER OF A LARGE RAMBLING HOUSE, 8
 TR0280'FEET HIGHER THAN THE STATION.
 TR0280
 TR0280                          STATION RECOVERY (1984)
 TR0280
 TR0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 TR0280'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) SOUTH OF ANACORTES,
 TR0280'11.2 KM (6.95 MI) SOUTHWEST OF BAYVIEW AND ON THE SOUTH END OF YOKEKOO
 TR0280'POINT ON FIDALGO ISLAND ON THE NORTH SIDE OF DECEPTION PASS. TO REACH
 TR0280'FROM THE SOUTH END OF THE BRIDGE OVER DECEPTION PASS, GO NORTH ON
 TR0280'STATE ROUTE 20 FOR 3.22 KM (2.00 MI) TO A SIDE ROAD RIGHT. TURN RIGHT
 TR0280'AND GO SOUTHEASTERLY OF YOKEKO DRIVE FOR 0.97 KM (0.60 MI) TO THE OLD
 TR0280'FERRY DOCK RUINS AND THE STATION ABOUT 250 M (820.2 FT) SOUTH ALONG
 TR0280'THE BEACH. THE MARK IS SET IN A DRILL HOLE IN BEDROCK.  IT IS 13.754 M
 TR0280'(45.125 FT) NORHTWEST OF STATION DEWEY, 9.1 M (29.9 FT) SOUTHEAST OF
 TR0280'THE SOUTH CORNER OF THE HOUSE AND 2.4 M (7.9 FT) HIGHER THAN STATION
 TR0280'DEWEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0278 ***********************************************************************
 TR0278  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0278  DESIGNATION -  DEWEY TIDAL 1
 TR0278  PID         -  TR0278
 TR0278  STATE/COUNTY-  WA/SKAGIT
 TR0278  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0278
 TR0278                         *CURRENT SURVEY CONTROL
 TR0278  ___________________________________________________________________
 TR0278* NAD 83(1986)-  48 24 48.     (N)    122 36 54.     (W)     SCALED    
 TR0278* NAVD 88     -         2.593  (meters)       8.51   (feet)  ADJUSTED  
 TR0278  ___________________________________________________________________
 TR0278  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 TR0278  DYNAMIC HT  -           2.594 (meters)       8.51  (feet)  COMP
 TR0278  MODELED GRAV-     980,853.3   (mgal)                       NAVD 88
 TR0278
 TR0278  VERT ORDER  -  FIRST     CLASS II
 TR0278
 TR0278.The horizontal coordinates were scaled from a topographic map and have
 TR0278.an estimated accuracy of +/- 6 seconds.
 TR0278
 TR0278.The orthometric height was determined by differential leveling
 TR0278.and adjusted by the National Geodetic Survey in June 1991..
 TR0278
 TR0278.This Tidal Bench Mark is designated as VM 14840
 TR0278.by the Center for Operational Oceanographic Products and Services.
 TR0278
 TR0278.The geoid height was determined by GEOID03.
 TR0278
 TR0278.The dynamic height is computed by dividing the NAVD 88
 TR0278.geopotential number by the normal gravity value computed on the
 TR0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0278.degrees latitude (g = 980.6199 gals.).
 TR0278
 TR0278.The modeled gravity was interpolated from observed gravity values.
 TR0278
 TR0278;                    North         East    Units  Estimated Accuracy
 TR0278;SPC WA N     -   158,670.      368,130.      MT  (+/- 180 meters Scaled)
 TR0278
 TR0278                          SUPERSEDED SURVEY CONTROL
 TR0278
 TR0278  NGVD 29 (??/??/92)    1.44   (m)            4.7    (f) COMPUTED    1 2
 TR0278
 TR0278.Superseded values are not recommended for survey control.
 TR0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0278.See file dsdata.txt to determine how the superseded data were derived.
 TR0278
 TR0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU284623(NAD 83)
 TR0278_MARKER: DJ = TIDAL STATION DISK
 TR0278_SETTING: 66 = SET IN ROCK OUTCROP
 TR0278_SP_SET: BEDROCK
 TR0278_STAMPING: NO 1 1939
 TR0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0278+STABILITY: POSITION/ELEVATION WELL
 TR0278
 TR0278  HISTORY     - Date     Condition        Report By
 TR0278  HISTORY     - 1939     MONUMENTED       CGS
 TR0278  HISTORY     - 1952     GOOD             NGS
 TR0278
 TR0278                          STATION DESCRIPTION
 TR0278
 TR0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0278'2.5 MI NE FROM DECEPTION PASS.
 TR0278'2.0 MILES NORTH ALONG STATE HIGHWAY 1D FROM THE SOUTH END OF DECEPTION
 TR0278'PASS BRIDGE, THENCE 0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE 0.3
 TR0278'MILE SOUTH ALONG A PAVED ROAD TO THE OLD ABANDONED DEWEY FERRY
 TR0278'LANDING, AT YOKEKO POINT, IN THE TOP OF BEDROCK ABOUT 1 FOOT LOWER
 TR0278'THAN THE HIGH WATER MARK, 107 FEET SOUTHEAST OF THE SOUTHWEST END OF
 TR0278'THE LANDING, 23.7 FEET NORTH OF THE SOUTHWEST END OF A PRIVATE DOCK,
 TR0278'ABOUT 20 FEET NORTHEAST OF THE SHORE LINE, 17.0 FEET NORTHWEST OF THE
 TR0278'NORTHWEST SIDE OF A PRIVATE DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0277 ***********************************************************************
 TR0277  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0277  DESIGNATION -  DEWEY TIDAL 2
 TR0277  PID         -  TR0277
 TR0277  STATE/COUNTY-  WA/SKAGIT
 TR0277  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0277
 TR0277                         *CURRENT SURVEY CONTROL
 TR0277  ___________________________________________________________________
 TR0277* NAD 83(1986)-  48 24 48.     (N)    122 36 54.     (W)     SCALED    
 TR0277* NAVD 88     -         3.712  (meters)      12.18   (feet)  ADJUSTED  
 TR0277  ___________________________________________________________________
 TR0277  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 TR0277  DYNAMIC HT  -           3.712 (meters)      12.18  (feet)  COMP
 TR0277  MODELED GRAV-     980,853.3   (mgal)                       NAVD 88
 TR0277
 TR0277  VERT ORDER  -  FIRST     CLASS II
 TR0277
 TR0277.The horizontal coordinates were scaled from a topographic map and have
 TR0277.an estimated accuracy of +/- 6 seconds.
 TR0277
 TR0277.The orthometric height was determined by differential leveling
 TR0277.and adjusted by the National Geodetic Survey in June 1991..
 TR0277
 TR0277.This Tidal Bench Mark is designated as VM 14841
 TR0277.by the Center for Operational Oceanographic Products and Services.
 TR0277
 TR0277.The geoid height was determined by GEOID03.
 TR0277
 TR0277.The dynamic height is computed by dividing the NAVD 88
 TR0277.geopotential number by the normal gravity value computed on the
 TR0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0277.degrees latitude (g = 980.6199 gals.).
 TR0277
 TR0277.The modeled gravity was interpolated from observed gravity values.
 TR0277
 TR0277;                    North         East    Units  Estimated Accuracy
 TR0277;SPC WA N     -   158,670.      368,130.      MT  (+/- 180 meters Scaled)
 TR0277
 TR0277                          SUPERSEDED SURVEY CONTROL
 TR0277
 TR0277  NGVD 29 (??/??/92)    2.56   (m)            8.4    (f) COMPUTED    1 2
 TR0277
 TR0277.Superseded values are not recommended for survey control.
 TR0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0277.See file dsdata.txt to determine how the superseded data were derived.
 TR0277
 TR0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU284623(NAD 83)
 TR0277_MARKER: DJ = TIDAL STATION DISK
 TR0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0277_SP_SET: CONCRETE BLOCK
 TR0277_STAMPING: NO 2 1939
 TR0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0277
 TR0277  HISTORY     - Date     Condition        Report By
 TR0277  HISTORY     - 1939     MONUMENTED       CGS
 TR0277  HISTORY     - 1952     GOOD             NGS
 TR0277
 TR0277                          STATION DESCRIPTION
 TR0277
 TR0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0277'2.5 MI NE FROM DECEPTION PASS.
 TR0277'2.0 MILES NORTH ALONG STATE HIGHWAY 1D FROM THE SOUTH END OF DECEPTION
 TR0277'PASS BRIDGE, THENCE 0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE 0.3
 TR0277'MILE SOUTH ALONG A PAVED ROAD TO THE OLD ABANDONED DEWEY FERRY
 TR0277'LANDING, AT YOKEKO POINT, IN THE TOP OF BEDROCK PROJECTING ABOUT 3
 TR0277'FEET HIGHER THAN THE HIGH WATER MARK, 229 FEET SOUTHEAST OF THE
 TR0277'SOUTHWEST END OF THE LANDING, 103.5 FEET SOUTHEAST OF THE SOUTHWEST
 TR0277'END OF A PRIVATE DOCK, 85.5 FEET NORTH OF THE NORTH CORNER OF A HOUSE,
 TR0277'41.1 FEET SOUTHEAST OF A 4- BY 4-FOOT POST SET IN A SQUARE BLOCK OF
 TR0277'CONCRETE PROJECTING ABOUT 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0279 ***********************************************************************
 TR0279  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0279  DESIGNATION -  DEWEY TIDAL 3
 TR0279  PID         -  TR0279
 TR0279  STATE/COUNTY-  WA/SKAGIT
 TR0279  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0279
 TR0279                         *CURRENT SURVEY CONTROL
 TR0279  ___________________________________________________________________
 TR0279* NAD 83(1986)-  48 24 48.     (N)    122 36 54.     (W)     SCALED    
 TR0279* NAVD 88     -         5.190  (meters)      17.03   (feet)  ADJUSTED  
 TR0279  ___________________________________________________________________
 TR0279  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 TR0279  DYNAMIC HT  -           5.191 (meters)      17.03  (feet)  COMP
 TR0279  MODELED GRAV-     980,853.3   (mgal)                       NAVD 88
 TR0279
 TR0279  VERT ORDER  -  FIRST     CLASS II
 TR0279
 TR0279.The horizontal coordinates were scaled from a topographic map and have
 TR0279.an estimated accuracy of +/- 6 seconds.
 TR0279
 TR0279.The orthometric height was determined by differential leveling
 TR0279.and adjusted by the National Geodetic Survey in June 1991..
 TR0279
 TR0279.This Tidal Bench Mark is designated as VM 14842
 TR0279.by the Center for Operational Oceanographic Products and Services.
 TR0279
 TR0279.The geoid height was determined by GEOID03.
 TR0279
 TR0279.The dynamic height is computed by dividing the NAVD 88
 TR0279.geopotential number by the normal gravity value computed on the
 TR0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0279.degrees latitude (g = 980.6199 gals.).
 TR0279
 TR0279.The modeled gravity was interpolated from observed gravity values.
 TR0279
 TR0279;                    North         East    Units  Estimated Accuracy
 TR0279;SPC WA N     -   158,670.      368,130.      MT  (+/- 180 meters Scaled)
 TR0279
 TR0279                          SUPERSEDED SURVEY CONTROL
 TR0279
 TR0279  NGVD 29 (??/??/92)    4.037  (m)           13.24   (f) ADJ UNCH    1 2
 TR0279
 TR0279.Superseded values are not recommended for survey control.
 TR0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0279.See file dsdata.txt to determine how the superseded data were derived.
 TR0279
 TR0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU284623(NAD 83)
 TR0279_MARKER: DJ = TIDAL STATION DISK
 TR0279_SETTING: 66 = SET IN ROCK OUTCROP
 TR0279_SP_SET: BEDROCK
 TR0279_STAMPING: 3 1939
 TR0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0279+STABILITY: POSITION/ELEVATION WELL
 TR0279
 TR0279  HISTORY     - Date     Condition        Report By
 TR0279  HISTORY     - 1939     MONUMENTED       CGS
 TR0279  HISTORY     - 1952     GOOD             NGS
 TR0279
 TR0279                          STATION DESCRIPTION
 TR0279
 TR0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0279'2.5 MI NE FROM DECEPTION PASS.
 TR0279'2.0 MILES NORTH ALONG STATE HIGHWAY 1D FROM THE SOUTH END OF DECEPTION
 TR0279'PASS BRIDGE, THENCE 0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE 0.3
 TR0279'MILE SOUTH ALONG A PAVED ROAD TO THE OLD ABANDONED DEWEY FERRY
 TR0279'LANDING, IN THE TOP OF BEDROCK PROJECTING ABOUT 7 FEET HIGHER THAN THE
 TR0279'HIGH WATER MARK, AT YOKEKO POINT, 287 FEET SOUTHEAST OF THE SOUTHWEST
 TR0279'END OF THE LANDING, 161.5 FEET SOUTHEAST OF THE SOUTHWEST END OF A
 TR0279'PRIVATE DOCK, 126 FEET NORTH OF THE NORTH ONE OF A GROUP OF FOUR
 TR0279'SPRUCE TREES, 45.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 TR0279'RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1582 ***********************************************************************
 RZ1582  DESIGNATION -  DIAMOND
 RZ1582  PID         -  RZ1582
 RZ1582  STATE/COUNTY-  WA/WHITMAN
 RZ1582  USGS QUAD   -  DIAMOND (1964)
 RZ1582
 RZ1582                         *CURRENT SURVEY CONTROL
 RZ1582  ___________________________________________________________________
 RZ1582* NAD 83(1991)-  46 53 41.16575(N)    117 30 02.00041(W)     ADJUSTED  
 RZ1582* NAVD 88     -       711.79   (+/-2cm)    2335.3    (feet)  VERTCON   
 RZ1582  ___________________________________________________________________
 RZ1582  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 RZ1582  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 RZ1582
 RZ1582  HORZ ORDER  -  THIRD
 RZ1582  VERT ORDER  -  THIRD ? (See Below)
 RZ1582
 RZ1582.The horizontal coordinates were established by classical geodetic methods
 RZ1582.and adjusted by the National Geodetic Survey in December 1991..
 RZ1582
 RZ1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1582.The vertical order pertains to the NGVD 29 superseded value.
 RZ1582
 RZ1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1582
 RZ1582.The geoid height was determined by GEOID03.
 RZ1582
 RZ1582;                    North         East     Units Scale Factor Converg.
 RZ1582;SPC WA S     -   177,900.481   728,501.981   MT  0.99992919   +2 10 43.6
 RZ1582;SPC WA S     -   583,661.83  2,390,093.58   sFT  0.99992919   +2 10 43.6
 RZ1582;UTM  11      - 5,193,591.801   461,870.346   MT  0.99961787   -0 21 55.7
 RZ1582
 RZ1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1582!SPC WA S     -   0.99989147  x   0.99992919  =   0.99982067
 RZ1582!UTM  11      -   0.99989147  x   0.99961787  =   0.99950938
 RZ1582
 RZ1582|---------------------------------------------------------------------|
 RZ1582| PID    Reference Object                     Distance      Geod. Az  |
 RZ1582|                                                           dddmmss.s |
 RZ1582| CF4774 DIAMOND RM 1                         35.378 METERS 22704     |
 RZ1582| CF4773 DIAMOND AZ MK                                      3241054.1 |
 RZ1582| CF4775 DIAMOND RM 2                          6.882 METERS 34122     |
 RZ1582|---------------------------------------------------------------------|
 RZ1582
 RZ1582                          SUPERSEDED SURVEY CONTROL
 RZ1582
 RZ1582  NAD 83(1986)-  46 53 41.17437(N)    117 30 01.99131(W) AD(       ) 3
 RZ1582  NAD 27      -  46 53 41.58100(N)    117 29 58.29900(W) AD(       ) 3
 RZ1582  NGVD 29 (12/17/90)  710.73   (m)         2331.8    (f) LEVELING    3  
 RZ1582
 RZ1582.Superseded values are not recommended for survey control.
 RZ1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1582.See file dsdata.txt to determine how the superseded data were derived.
 RZ1582
 RZ1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM6187093592(NAD 83)
 RZ1582_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1582_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RZ1582
 RZ1582  HISTORY     - Date     Condition        Report By
 RZ1582  HISTORY     - 1949     MONUMENTED       CGS
 RZ1582  HISTORY     - 1949     GOOD             USGS
 RZ1582
 RZ1582                          STATION DESCRIPTION
 RZ1582
 RZ1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WRH)
 RZ1582'THE STATION IS LOCATED ON THE TOP AND HIGHEST POINT OF AN EAST-WEST
 RZ1582'RIDGE AND ON THE NORTHERN END OF A WHEAT FIELD.  IT IS ABOUT 9-1/2
 RZ1582'MILES AIRLINE EAST-SOUTHEAST OF ENDICOTT, ABOUT 6-1/2 MILES
 RZ1582'AIRLINE WEST OF COLFAX AND ABOUT 2 MILES AIRLINE WEST-SOUTHWEST OF
 RZ1582'DIAMOND.
 RZ1582'
 RZ1582'TO REACH THE STATION FROM THE POST OFFICE IN DIAMOND, GO SOUTHWEST
 RZ1582'FOR ABOUT 150 FEET TO A T-ROAD.  TURN LEFT ONTO THE MAIN ROAD AND GO
 RZ1582'0.5 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT ONTO A GRAVELED
 RZ1582'ROAD AND GO 1.2 MILES TO SOME FARM BUILDINGS ON THE RIGHT.  TURN
 RZ1582'RIGHT THROUGH A STEEL GATE, PASSING TO THE LEFT OF A BARN, AND GO 0.5
 RZ1582'MILE TO THE MIDDLE OF A SADDLE.  TURN LEFT ON A DIM TRACK ROAD AND
 RZ1582'GO ALONG THE TOP OF THE RIDGE FOR 0.3 MILE TO THE HIGHEST POINT AND
 RZ1582'THE STATION.
 RZ1582'
 RZ1582'THE STATION MARK IS A STANDARD DISK STAMPED DIAMOND 1948 SET IN
 RZ1582'THE TOP OF A ROUND CONCRETE POST ABOUT 12 INCHES IN DIAMETER THAT
 RZ1582'SETS ABOUT 20 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 4.4 FEET
 RZ1582'SOUTH OF A WHITE WITNESS POST.
 RZ1582'
 RZ1582'REFERENCE MARK NUMBER 1 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 RZ1582'STAMPED DIAMOND NO 1 1949 SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 RZ1582'POST THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 24.0
 RZ1582'FEET SOUTH OF A FENCE CORNER AND ABOUT 10 FEET LOWER THAN THE
 RZ1582'STATION.
 RZ1582'
 RZ1582'REFERENCE MARK NUMBER 2 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 RZ1582'STAMPED DIAMOND NO 2 1949 SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 RZ1582'POST THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 18.2
 RZ1582'FEET NORTH OF THE WHITE WITNESS POST AND ABOUT 15 FEET LOWER THAN
 RZ1582'THE STATION.
 RZ1582'
 RZ1582'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF A GRAVELED ROAD
 RZ1582'NORTHWEST OF THE STATION AND IS A STANDARD DISK STAMPED DIAMOND
 RZ1582'1948 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 RZ1582'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 2.2 FEET WEST OF A FENCE
 RZ1582'LINE, 2.6 FEET SOUTHEAST OF A WHITE WITNESS POST AND 22.0 FEET
 RZ1582'EAST OF THE CENTER LINE OF A DIRT ROAD.  TO REACH THE AZIMUTH MARK
 RZ1582'FROM THE POST OFFICE IN DIAMOND, GO SOUTHWEST FOR ABOUT 150 FEET TO A
 RZ1582'T-ROAD.  TURN RIGHT ONTO THE MAIN ROAD AND GO 1.0 MILE TO A CROSS
 RZ1582'ROAD.  TURN LEFT ONTO A GRAVELED ROAD AND GO 0.7 MILE TO A FORK.
 RZ1582'KEEP STRAIGHT AHEAD, LEFT, AND GO 0.5 MILE TO A WHITE WITNESS POST
 RZ1582'AND THE AZIMUTH MARK ON THE LEFT.
 RZ1582'
 RZ1582'HEIGHT OF LIGHT ABOVE STATION MARK 1.80 METERS.
 RZ1582
 RZ1582                          STATION RECOVERY (1949)
 RZ1582
 RZ1582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 RZ1582'RECOVERED IN GOOD CONDITION.
 RZ1582'
 RZ1582'RM 1--STANDARD RM TABLET STAMPED---DIAMOND NO 1 1949---, CEMENTED
 RZ1582'IN CONCRETE POST ON FENCE LINE.
 RZ1582'
 RZ1582'RM 2--STANDARD RM TABLET STAMPED---DIAMOND NO 2 1949---, CEMENTED
 RZ1582'IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4280 ***********************************************************************
 SY4280  DESIGNATION -  DIAMOND CEMENT STACK
 SY4280  PID         -  SY4280
 SY4280  STATE/COUNTY-  WA/KING
 SY4280  USGS QUAD   -  POVERTY BAY (1994)
 SY4280
 SY4280                         *CURRENT SURVEY CONTROL
 SY4280  ___________________________________________________________________
 SY4280* NAD 83(1991)-  47 34 05.72256(N)    122 20 31.55116(W)     ADJUSTED  
 SY4280* NAVD 88     -                                                        
 SY4280  ___________________________________________________________________
 SY4280  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 SY4280  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SY4280
 SY4280  HORZ ORDER  -  THIRD
 SY4280
 SY4280.The horizontal coordinates were established by classical geodetic methods
 SY4280.and adjusted by the National Geodetic Survey in December 1991..
 SY4280
 SY4280
 SY4280.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4280
 SY4280.The geoid height was determined by GEOID03.
 SY4280
 SY4280;                    North         East     Units Scale Factor Converg.
 SY4280;SPC WA N     -    64,292.748   386,480.375   MT  0.99998797   -1 07 23.9
 SY4280;SPC WA N     -   210,933.79  1,267,977.70   sFT  0.99998797   -1 07 23.9
 SY4280;UTM  10      - 5,268,525.212   549,484.540   MT  0.99963009   +0 29 08.1
 SY4280
 SY4280                          SUPERSEDED SURVEY CONTROL
 SY4280
 SY4280  NAD 83(1986)-  47 34 05.71669(N)    122 20 31.55779(W) AD(       ) 4
 SY4280  NAD 27      -  47 34 06.35500(N)    122 20 27.10000(W) AD(       ) 3
 SY4280
 SY4280.Superseded values are not recommended for survey control.
 SY4280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4280.See file dsdata.txt to determine how the superseded data were derived.
 SY4280
 SY4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4948568525(NAD 83)
 SY4280
 SY4280  HISTORY     - Date     Condition        Report By
 SY4280  HISTORY     - 1929     MONUMENTED       CGS
 SY4280  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4280  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SY4280  HISTORY     - 1983     GOOD             USPSQD
 SY4280
 SY4280                          STATION DESCRIPTION
 SY4280
 SY4280'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RRL)
 SY4280'STATION IS A TALL STACK BELONGING TO THE PACIFIC COAST CEMENT
 SY4280'COMPANY IN S SEATTLE, S OF W SPOKANE STREET AND E OF EAST WATERWAY.
 SY4280'STACK HAS A ROW OF RED DIAMOND-SHAPED FIGURES AROUND THE TOP.
 SY4280
 SY4280                          STATION RECOVERY (1963)
 SY4280
 SY4280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4280'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS THE TALL ROUND
 SY4280'CONCRETE STACK OF THE LONE STAR CEMENT CORPORATION AT 3801 E.
 SY4280'MARGINAL WAY S., SEATTLE.  A ROW OF RED DIAMOND-SHAPED FIGURES ARE
 SY4280'AROUND THE TOP OF THE TANK.
 SY4280
 SY4280                          STATION RECOVERY (1970)
 SY4280
 SY4280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBW)
 SY4280'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE STACK HAS
 SY4280'BEEN REPAINTED.  THE TOP OF THE STACK IS NOW PAINTED BLACK AND THE
 SY4280'ROW OF RED DIAMOND SHAPED FIGURES AROUND THE TOP DESCRIBED BY F.N.
 SY4280'IN 1963 ARE NO LONGER VISIBLE.
 SY4280'
 SY4280'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN CITY OF
 SY4280'SEATTLE.
 SY4280
 SY4280                          STATION RECOVERY (1983)
 SY4280
 SY4280'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4280'STATION RECOVERED GOOD.
 SY4280'
 SY4280'RECOVERED AS DESCRIBED EXCEPT PLANT IS NOW OWNED BY LONE STAR
 SY4280'INDUSTRIES AND HAS BEEN REPAINTED.  NOW HAS BLUE BAND NEAR TOP
 SY4280'AND SEVERAL 5 POINT BLUE STARS ARE ABOVE THE BLUE BAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2193 ***********************************************************************
 RC2193  DESIGNATION -  DIAMOND GAP
 RC2193  PID         -  RC2193
 RC2193  STATE/COUNTY-  WA/KLICKITAT
 RC2193  USGS QUAD   -  CAMAS PRAIRIE (1983)
 RC2193
 RC2193                         *CURRENT SURVEY CONTROL
 RC2193  ___________________________________________________________________
 RC2193* NAD 83(1991)-  45 54 55.36491(N)    121 20 29.08196(W)     ADJUSTED  
 RC2193* NAVD 88     -       915.9    (meters)    3005.     (feet)  VERTCON   
 RC2193  ___________________________________________________________________
 RC2193  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 RC2193  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 RC2193
 RC2193  HORZ ORDER  -  FIRST
 RC2193
 RC2193.The horizontal coordinates were established by classical geodetic methods
 RC2193.and adjusted by the National Geodetic Survey in December 1991..
 RC2193
 RC2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2193
 RC2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2193
 RC2193.The geoid height was determined by GEOID03.
 RC2193
 RC2193;                    North         East     Units Scale Factor Converg.
 RC2193;SPC WA S     -    65,042.810   434,724.575   MT  0.99998241   -0 36 40.3
 RC2193;SPC WA S     -   213,394.62  1,426,258.88   sFT  0.99998241   -0 36 40.3
 RC2193;UTM  10      - 5,085,983.061   628,623.424   MT  0.99980339   +1 11 29.6
 RC2193
 RC2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2193!SPC WA S     -   0.99985967  x   0.99998241  =   0.99984209
 RC2193!UTM  10      -   0.99985967  x   0.99980339  =   0.99966309
 RC2193
 RC2193:                Primary Azimuth Mark                     Grid Az
 RC2193:SPC WA S     -  SIGNAL PEAK                              025 02 03.7
 RC2193:UTM  10      -  SIGNAL PEAK                              023 13 53.8
 RC2193
 RC2193|---------------------------------------------------------------------|
 RC2193| PID    Reference Object                     Distance      Geod. Az  |
 RC2193|                                                           dddmmss.s |
 RC2193| SB0990 SIGNAL PEAK                         APPROX.38.1 KM 0242523.4 |
 RC2193| RC2749 DIAMOND GAP RM 1                     20.074 METERS 17412     |
 RC2193| RC2192 DIAMOND GAP LOOKOUT TOWER            33.619 METERS 23110     |
 RC2193| CF4289 DIAMOND GAP RM 2                     20.100 METERS 25534     |
 RC2193|---------------------------------------------------------------------|
 RC2193
 RC2193                          SUPERSEDED SURVEY CONTROL
 RC2193
 RC2193  NAD 83(1991)-  45 54 55.36599(N)    121 20 29.08330(W) AD(       ) 1
 RC2193  NAD 83(1986)-  45 54 55.38209(N)    121 20 29.07356(W) AD(       ) 1
 RC2193  NAD 27      -  45 54 55.94200(N)    121 20 24.78100(W) AD(       ) 1
 RC2193  NGVD 29 (07/19/86)  914.8    (m)         3001.     (f) VERT ANG       
 RC2193
 RC2193.Superseded values are not recommended for survey control.
 RC2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2193.See file dsdata.txt to determine how the superseded data were derived.
 RC2193
 RC2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2862385983(NAD 83)
 RC2193_MARKER: DD = SURVEY DISK
 RC2193_SETTING: 0 = UNSPECIFIED SETTING
 RC2193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2193
 RC2193  HISTORY     - Date     Condition        Report By
 RC2193  HISTORY     - 1946     MONUMENTED       CGS
 RC2193  HISTORY     - 1947     GOOD             CGS
 RC2193  HISTORY     - 1956     GOOD             USGS
 RC2193  HISTORY     - 1970     GOOD             USGS
 RC2193  HISTORY     - 1979     GOOD             WADNR
 RC2193  HISTORY     - 1987     GOOD             USFS
 RC2193  HISTORY     - 1987     GOOD             USPSQD
 RC2193
 RC2193                          STATION DESCRIPTION
 RC2193
 RC2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EEB)
 RC2193'LOCATED 100 FEET NORTH AND 6 FEET LOWER THAN THE HIGHEST PART OF
 RC2193'A HEAVILY TIMBERED RIDGE 7 MILES SOUTH SOUTHWEST OF GLENWOOD.  IT
 RC2193'IS 79 FEET NORTHEAST OF THE DIAMOND GAP LOOKOUT BUNK HOUSE.  IT IS
 RC2193'A STANDARD DISK BRAZED TO A 3 INCH IRON PIPE PROJECTING 6
 RC2193'INCHES.  IT IS STAMPED DIAMOND GAP 1946.
 RC2193'
 RC2193'REFERENCE MARK NO. 1 IS STAMPED DIAMOND GAP NO 1 1946 AND PROJECTS
 RC2193'5 INCHES.
 RC2193'
 RC2193'REFERENCE MARK NO. 2 IS 14.5 FEET NORTH OF THE NORTHWEST CORNER
 RC2193'OF THE BUNK HOUSE AND 5 FEET HIGHER THAN THE STATION.  IT IS
 RC2193'STAMPED DIAMOND GAP NO 2 1946 AND PROJECTS 6 INCHES.
 RC2193'
 RC2193'TO REACH THE STATION FROM THE POST OFFICE IN GLENWOOD GO SOUTH
 RC2193'TOWARD WHITE SALMON FOR 4.9 MILES TO A FORK, KEEP RIGHT FORK AND
 RC2193'CONTINUE MAIN TRAVELED ROAD 5.6 MILES TO A SIGN LAUREL LOOKOUT
 RC2193'TOWER ON THE LEFT.  TURN LEFT 2.1 MILES TO THE DIAMOND GAP
 RC2193'LOOKOUT AT THE END OF THE ROAD AND THE STATION.
 RC2193
 RC2193                          STATION RECOVERY (1947)
 RC2193
 RC2193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (WRH)
 RC2193'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS ARE IN GOOD
 RC2193'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 RC2193'
 RC2193'THE STATION IS LOCATED ON A TIMBER COVERED RIDGE JUST SOUTH OF
 RC2193'THE GLENWOOD VALLEY, ABOUT 8 MILES AIRLINE SOUTH SOUTHWEST OF
 RC2193'GLENWOOD, ABOUT 15 MILES AIRLINE NORTHEAST OF WHITE SALMON, ABOUT
 RC2193'11 MILES AIRLINE NORTHWEST OF KLICKITAT.
 RC2193'
 RC2193'THE STATION IS A STANDARD STATION DISK STAMPED DIAMOND GAP 1946,
 RC2193'WELDED TO THE TOP OF A 3 INCH PIPE THAT IS SET IN CONCRETE.  IT
 RC2193'IS 110 FEET NORTHEAST OF THE DIAMOND GAP LOOK OUT TOWER, 20 FEET
 RC2193'NORTHEAST OF THE NORTHEAST GUY WIRE DEAD HEAD, ABOUT 200 FEET
 RC2193'NORTHEAST OF THE HIGHEST POINT OF THE RIDGE, PROJECTS 6 INCHES
 RC2193'ABOVE THE GROUND.
 RC2193'
 RC2193'REFERENCE MARK NUMBER ONE IS STAMPED DIAMOND GAP NO 1 1946, SET
 RC2193'IN THE TOP OF A CONCRETE BLOCK, 12 FEET
 RC2193'EAST OF A LARGE FIR TREE, 3 FEET LOWER THAN THE STATION, PROJECTS
 RC2193'8 INCHES ABOVE THE GROUND.
 RC2193'
 RC2193'REFERENCE MARK NUMBER TWO IS STAMPED DIAMOND GAP NO 2 1946, SET
 RC2193'IN THE TOP OF A CONCRETE BLOCK, 13 FEET
 RC2193'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, LIVING QUARTERS
 RC2193'FOR THE FOREST SERVICE PERSONNEL, 5 FEET HIGHER THAN THE STATION,
 RC2193'PROJECTS 8 INCHES ABOVE THE GROUND.
 RC2193'
 RC2193'THE DIAMOND GAP LOOKOUT TOWER IS A WOOD STRUCTURE 103 FEET FROM
 RC2193'THE GROUND TO THE FLOOR OF THE SMALL BUILDING LOCATED ON TOP OF
 RC2193'THE TOWER.  THE BUILDING IS ABOUT 12 FEET SQUARE AND 10 FEET
 RC2193'HIGH.  THE TOWER IS ANCHORED BY CABLES RUNNING FROM EACH
 RC2193'CORNER TO DEAD HEADS LOCATED ABOUT 75 FEET FROM THE BASE OF THE
 RC2193'TOWER.
 RC2193'
 RC2193'TO REACH THE STATION FROM THE POST OFFICE IN GLENWOOD GO SOUTH ON
 RC2193'THE WHITE SALMON ROAD FOR 9.9 MILES TO A ROAD LEFT AT A SIGN
 RC2193'DIAMOND GAP L.O.  TURN LEFT AND FOLLOW THE LOOKOUT ROAD FOR
 RC2193'2 MILES TO THE DIAMOND GAP LOOKOUT AND THE STATION AS DESCRIBED.
 RC2193'
 RC2193'OBSERVED FROM A 23.51 METER TOWER.
 RC2193
 RC2193                          STATION RECOVERY (1956)
 RC2193
 RC2193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 RC2193'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 RC2193
 RC2193                          STATION RECOVERY (1970)
 RC2193
 RC2193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 RC2193'RECOVERD AS DESCRIBED.
 RC2193
 RC2193                          STATION RECOVERY (1979)
 RC2193
 RC2193'RECOVERY NOTE BY WA DEPT OF NAT RES 1979 (DS)
 RC2193'DIAMOND GAP 1946 ALL MARKS ARE IN GOOD CONDITION.
 RC2193'
 RC2193'DIAMOND GAP NO 2 1946 ALL MARKS ARE IN GOOD CONDITION.
 RC2193'
 RC2193'DIAMOND GAP NO 1 1946 ALL MARKS ARE IN GOOD CONDITION.
 RC2193'
 RC2193'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MI. SSW OF GLENWOOD.
 RC2193
 RC2193                          STATION RECOVERY (1987)
 RC2193
 RC2193'RECOVERY NOTE BY US FOREST SERVICE 1987 (KC)
 RC2193'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 RC2193'
 RC2193'THE STATION IS LOCATED ABOUT 17 MILES NORTH NORTHEAST OF HOOD RIVER,
 RC2193'OREGON,  8.5 MILES NORTH OF B Z CORNER AND 8.0 MILES NORTH NORTHWEST
 RC2193'APPLETON ON THE FIRST RIDGE TOP SOUTHWEST OF DIAMOND GAP ON LAND
 RC2193'OWNED BY THE WASHINGTON DEPARTMENT OF NATURAL RESOURCES.
 RC2193'
 RC2193'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON STATE HIGHWAY 14
 RC2193'AND SH 141 ALT AT THE EAST END OF THE WHITE SALMON RIVER BRIDGE, TURN
 RC2193'NORTH ON 141 ALT AND GO NORTHERLY UP A WINDING HILL FOR 2.1 MILES TO
 RC2193'A STOP SIGN AT THE JUNCTION WITH SH 141.  CONTINUE NORTH ON 141 FOR
 RC2193'7.7 MILES TO A JUNCTION A B Z CORNER .  TURN RIGHT (EAST)  AND GO 9.0
 RC2193'MILES TO A CROSS ROAD WHERE ROAD G-5000 TURNS EAST. TURN RIGHT ONTO
 RC2193'G-5000 AND GO 1.35 MILES TO A JUNCTION.  TURN RIGHT AND GO 0.55 MILE
 RC2193'TO A JUNCTION, TURN LEFT AND GO 0.1 MILE TO THE CIRCLE AT THE END OF
 RC2193'THE ROAD.  THE OLD LAUREL LOOKOUT TOWER ONCE STOOD INSIDE THE CIRCLE.
 RC2193'THE STATION  IS N 50 E 120 FEET FROM THE CENTER OF THE TOWER
 RC2193'FOUNDATION.
 RC2193'
 RC2193'THE REFERENCE MARK 1 AND THE STATION MARK ARE SUITABLE FOR GPS
 RC2193'SURVEYS. RM 1 WAS OCCUPIED DURING THIS SURVEY WHICH INDICATES
 RC2193'THE PUBLISHED AZIMUTH TO SIGNAL PEAK USGS TO BE ERRONEOUS.
 RC2193
 RC2193                          STATION RECOVERY (1987)
 RC2193
 RC2193'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC2193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2192 ***********************************************************************
 RC2192  DESIGNATION -  DIAMOND GAP LOOKOUT TOWER
 RC2192  PID         -  RC2192
 RC2192  STATE/COUNTY-  WA/KLICKITAT
 RC2192  USGS QUAD   -  CAMAS PRAIRIE (1983)
 RC2192
 RC2192                         *CURRENT SURVEY CONTROL
 RC2192  ___________________________________________________________________
 RC2192* NAD 83(1991)-  45 54 54.68219(N)    121 20 30.29727(W)     ADJUSTED  
 RC2192* NAVD 88     -       916.     (meters)    3005.     (feet)  SCALED    
 RC2192  ___________________________________________________________________
 RC2192  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 RC2192  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 RC2192
 RC2192  HORZ ORDER  -  THIRD
 RC2192
 RC2192.The horizontal coordinates were established by classical geodetic methods
 RC2192.and adjusted by the National Geodetic Survey in December 1991..
 RC2192
 RC2192.The orthometric height was scaled from a topographic map.
 RC2192
 RC2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2192
 RC2192.The geoid height was determined by GEOID03.
 RC2192
 RC2192;                    North         East     Units Scale Factor Converg.
 RC2192;SPC WA S     -    65,022.012   434,698.162   MT  0.99998245   -0 36 41.2
 RC2192;SPC WA S     -   213,326.38  1,426,172.22   sFT  0.99998245   -0 36 41.2
 RC2192;UTM  10      - 5,085,961.447   628,597.683   MT  0.99980330   +1 11 28.7
 RC2192
 RC2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2192!SPC WA S     -   0.99985964  x   0.99998245  =   0.99984209
 RC2192!UTM  10      -   0.99985964  x   0.99980330  =   0.99966297
 RC2192
 RC2192                          SUPERSEDED SURVEY CONTROL
 RC2192
 RC2192  NAD 83(1991)-  45 54 54.68328(N)    121 20 30.29861(W) AD(       ) 4
 RC2192  NAD 83(1986)-  45 54 54.69939(N)    121 20 30.28886(W) AD(       ) 4
 RC2192  NAD 27      -  45 54 55.25900(N)    121 20 25.99600(W) AD(       ) 3
 RC2192
 RC2192.Superseded values are not recommended for survey control.
 RC2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2192.See file dsdata.txt to determine how the superseded data were derived.
 RC2192
 RC2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2859885961(NAD 83)
 RC2192_MARKER: 57 = LOOKOUT TOWER
 RC2192
 RC2192  HISTORY     - Date     Condition        Report By
 RC2192  HISTORY     - 1946     FIRST OBSERVED   CGS
 RC2192
 RC2192                          STATION DESCRIPTION
 RC2192
 RC2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RC2192'DIAMOND GAP IS LOCATED 100 FEET NORTH AND 6 FEET LOWER THAN THE
 RC2192'HIGHEST PART OF A HEAVILY TIMBERED RIDGE 7 MILES SOUTH SOUTHWEST OF
 RC2192'GLENWOOD.
 RC2192'
 RC2192'TO REACH STATION DIAMOND GAP FROM THE POST OFFICE IN GLENWOOD GO
 RC2192'SOUTH TOWARD WHITE SALMON FOR 4.9 MILES TO A FORK, KEEP RIGHT FORK
 RC2192'AND CONTINUE MAIN TRAVELED ROAD 5.6 MILES TO A SIGN LAUREL LOOKOUT
 RC2192'TOWER ON THE LEFT.  TURN LEFT 2.1 MILES TO THE DIAMOND GAP
 RC2192'LOOKOUT AT THE END OF THE ROAD AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1677 ***********************************************************************
 RZ1677  DESIGNATION -  DIAMOND PK
 RZ1677  PID         -  RZ1677
 RZ1677  STATE/COUNTY-  WA/GARFIELD
 RZ1677  USGS QUAD   -  DIAMOND PEAK (1995)
 RZ1677
 RZ1677                         *CURRENT SURVEY CONTROL
 RZ1677  ___________________________________________________________________
 RZ1677* NAD 83(1991)-  46 06 56.15173(N)    117 32 23.68954(W)     ADJUSTED  
 RZ1677* NAVD 88     -      1945.3    (meters)    6382.     (feet)  VERTCON   
 RZ1677  ___________________________________________________________________
 RZ1677  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 RZ1677  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 RZ1677
 RZ1677  HORZ ORDER  -  SECOND
 RZ1677
 RZ1677.The horizontal coordinates were established by classical geodetic methods
 RZ1677.and adjusted by the National Geodetic Survey in December 1991..
 RZ1677
 RZ1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1677
 RZ1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1677
 RZ1677.The geoid height was determined by GEOID03.
 RZ1677
 RZ1677;                    North         East     Units Scale Factor Converg.
 RZ1677;SPC WA S     -    91,241.316   728,754.459   MT  0.99994796   +2 09 00.7
 RZ1677;SPC WA S     -   299,347.55  2,390,921.92   sFT  0.99994796   +2 09 00.7
 RZ1677;SPC OR N     -   276,335.404 2,728,776.074   MT  1.00003146   +2 05 57.3
 RZ1677;SPC OR N     -   906,612.22  8,952,677.41   iFT  1.00003146   +2 05 57.3
 RZ1677;UTM  11      - 5,107,032.996   458,280.398   MT  0.99962140   -0 23 20.9
 RZ1677
 RZ1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1677!SPC WA S     -   0.99969787  x   0.99994796  =   0.99964584
 RZ1677!SPC OR N     -   0.99969787  x   1.00003146  =   0.99972932
 RZ1677!UTM  11      -   0.99969787  x   0.99962140  =   0.99931938
 RZ1677
 RZ1677:                Primary Azimuth Mark                     Grid Az
 RZ1677:SPC WA S     -  DIAMOND PK AZ MK                         040 23 06.0
 RZ1677:SPC OR N     -  DIAMOND PK AZ MK                         040 26 09.4
 RZ1677:UTM  11      -  DIAMOND PK AZ MK                         042 55 27.6
 RZ1677
 RZ1677|---------------------------------------------------------------------|
 RZ1677| PID    Reference Object                     Distance      Geod. Az  |
 RZ1677|                                                           dddmmss.s |
 RZ1677| CF4776 DIAMOND PK AZ MK                                   0423206.7 |
 RZ1677| CF4777 DIAMOND PK RM 1                      29.370 METERS 13211     |
 RZ1677| CF4778 DIAMOND PK RM 2                      16.971 METERS 33734     |
 RZ1677|---------------------------------------------------------------------|
 RZ1677
 RZ1677                          SUPERSEDED SURVEY CONTROL
 RZ1677
 RZ1677  NAD 83(1991)-  46 06 56.15210(N)    117 32 23.68994(W) AD(       ) 2
 RZ1677  NAD 83(1986)-  46 06 56.15767(N)    117 32 23.68477(W) AD(       ) 2
 RZ1677  NAD 27      -  46 06 56.62142(N)    117 32 20.03322(W) AD(       ) 2
 RZ1677  NGVD 29 (07/19/86) 1944.1    (m)         6378.     (f) VERT ANG       
 RZ1677
 RZ1677.Superseded values are not recommended for survey control.
 RZ1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1677.See file dsdata.txt to determine how the superseded data were derived.
 RZ1677
 RZ1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM5828007033(NAD 83)
 RZ1677_MARKER: DD = SURVEY DISK
 RZ1677_SETTING: 80 = SET IN A BOULDER
 RZ1677_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 RZ1677
 RZ1677  HISTORY     - Date     Condition        Report By
 RZ1677  HISTORY     - 1936     MONUMENTED       USFS
 RZ1677  HISTORY     - 1963     GOOD             CGS
 RZ1677  HISTORY     - 1964     GOOD             CGS
 RZ1677
 RZ1677                          STATION DESCRIPTION
 RZ1677
 RZ1677'DESCRIBED BY US FOREST SERVICE 1936
 RZ1677'THIS OCCUPIED STATION IS ON THE HIGHEST POINT OF DIAMOND PEAK,
 RZ1677'SITUATED ABOUT 19 MILES W OF ANATONE AND 11 MILES SE OF CLEARWATER
 RZ1677'RANGER STATION, AND 8 MILES N OF THE OREGON-WASHINGTON STATE LINE.
 RZ1677'
 RZ1677'STATION IS MARKED BY A U.S.F.S. DISK IN BURIED BOULDER.  CENTER
 RZ1677'OF DIAMOND PEAK LOOKOUT TOWER IS SE OF STATION IN AZIMUTH
 RZ1677'321 DEG 44 MIN.
 RZ1677'
 RZ1677'TO REACH FROM POMEROY DRIVE S 28 MILES TO CLEARWATER RANGER
 RZ1677'STATION, CONTINUE SE ON TROY ROAD 8 MILES TO JUNCTION OF ROADS
 RZ1677'AT MT. MISERY.  TURN W ON DIAMOND PEAK ROAD, GO 6 MILES TO END OF
 RZ1677'CAR TRAVEL, CONTINUE ON TRAIL 0.5 MILE TO LOOKOUT TOWER.
 RZ1677
 RZ1677                          STATION RECOVERY (1963)
 RZ1677
 RZ1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RZ1677'THE STATION IS LOCATED ABOUT 19 MILES WEST OF ANATONE, 11 MILES
 RZ1677'SOUTHEAST OF CLEARWATER RANGER STATION AND 8 MILES NORTH OF THE
 RZ1677'OREGON-WASHINGTON STATE LINE.
 RZ1677'
 RZ1677'TO REACH THE STATION FROM THE CLEARWATER LOOKOUT TOWER, GO
 RZ1677'SOUTHEASTERLY ON ROUTE N 911 TOWARD TROY, OREGON FOR 8.0 MILES TO
 RZ1677'JUNCTION OF ROADS AND SMALL CAMP SITE WHERE THE DIAMOND PEAK ROAD
 RZ1677'LEADS WEST.  TAKE THE DIAMOND PEAK ROAD WESTERLY FOR 3.9 MILES TO
 RZ1677'THE AZIMUTH MARK NEAR A METAL WITNESS POST.  CONTINUE WESTERLY ON
 RZ1677'DIAMOND PEAK ROAD FOR 1.5 MILES TO A TURN-AROUND AND CAMP
 RZ1677'SITE.  CONTINUE 0.2 MILE UP STEEP GRADE TO SADDLE.  CONTINUE
 RZ1677'FOR 0.5 MILE TO A CLEARING AND POLE WITH METAL SIGNS ON THE
 RZ1677'RIGHT.  TURN SHARP LEFT AND CONTINUE THROUGH TIMBER FOR
 RZ1677'0.75 MILE TO THE STATION ON THE SUMMIT OF DIAMOND PEAK.
 RZ1677'
 RZ1677'THE STATION MARK IS A U.S. FOREST SERVICE MARK, STAMPED DIAMOND
 RZ1677'PK. SET IN A DRILL HOLE IN A BURIED BOULDER.
 RZ1677'
 RZ1677'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DIAMOND PK USFS
 RZ1677'NO 1 1963, SET IN A DRILL HOLE IN A BOULDER.  IT IS APPROXIMATELY
 RZ1677'78 FEET NORTHEAST OF THE STATION.
 RZ1677'
 RZ1677'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DIAMOND PK USFS NO 2
 RZ1677'1963, SET IN A DRILL HOLE IN A BOULDER.  IT IS APPROXIMATELY
 RZ1677'60 FEET NORTHWEST OF THE STATION.
 RZ1677'
 RZ1677'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DIAMOND PK USFS
 RZ1677'1963, SET IN A DRILL HOLE IN A BOULDER.  IT IS APPROXIMATELY 1
 RZ1677'MILE NORTHEAST OF THE STATION.
 RZ1677
 RZ1677                          STATION RECOVERY (1964)
 RZ1677
 RZ1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 RZ1677'THE STATION IS ABOUT 24 MILES SOUTH OF POMEROY, 18-3/4 MILES
 RZ1677'EAST OF ANATONE, 6 MILES SOUTH-SOUTHEAST OF CLEARWATER LOOKOUT
 RZ1677'TOWER, ON THE SUMMIT OF DIAMOND PEAK AND NEAR THE REMAINS OF THE
 RZ1677'DIAMOND PEAK LOOKOUT TOWER.
 RZ1677'
 RZ1677'TO REACH THE STATION FROM THE POST OFFICE IN POMEROY, GO EAST
 RZ1677'ON U.S. HIGHWAY 410 FOR 0.5 MILE TO STATE HIGHWAY 128 ON THE
 RZ1677'RIGHT.  TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 128 FOR 7.9 MILES
 RZ1677'TO A POINT WHERE HIGHWAY 128 BEARS LEFT.  CONTINUE SOUTH ON A
 RZ1677'GRAVELED ROAD (FOREST SERVICE ROAD 911) FOR 15.4 MILES TO THE
 RZ1677'CLEARWATER LOOKOUT TOWER ON THE RIGHT.  CONTINUE SOUTHERLY ON
 RZ1677'ROAD 911 FOR 7.2 MILES TO MISERY JUNCTION AND FOREST SERVICE ROAD
 RZ1677'804.  TURN RIGHT AND GO WEST AND SOUTH ON N 804 (DIAMOND
 RZ1677'PEAK ROAD) FOR 4.0 MILES TO A CLIFF AND THE AZIMUTH MARK ON
 RZ1677'THE LEFT.  CONTINUE SOUTHERLY FOR 1.7 MILES TO A LOCKED
 RZ1677'GATE.  (OBTAIN KEY FROM RANGER STATION IN POMEROY) PASS THROUGH
 RZ1677'THE GATE AND CONTINUE ON A NARROW, STEEP ROAD FOR 0.35 MILE
 RZ1677'TO A POINT ABOUT 100 FEET WEST OF A SADDLE.  TURN LEFT AND GO
 RZ1677'SOUTH, SELECTING WAY THROUGH TREES FOR 0.35 MILE TO THE SUMMIT
 RZ1677'AND THE STATION.
 RZ1677'
 RZ1677'THE STATION MARK IS A UNITED STATES FOREST SERVICE DISK STAMPED
 RZ1677'DIAMOND PK V A 6379 1936, CEMENTED IN A DRILL HOLE IN THE TOP OF A 2
 RZ1677'BY 2-1/2 FOOT BOULDER PROJECTING 3 INCHES.  IT IS ABOUT 96 FEET
 RZ1677'SOUTHWEST OF THE HIGHEST POINT OF THE PEAK AND 4.1 FEET
 RZ1677'SOUTHEAST OF A WITNESS POST.
 RZ1677'
 RZ1677'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DIAMOND PK USFS
 RZ1677'NO 1 1963, CEMENTED IN A DRILL HOLE IN A MASS OF ROCK OUTCROP
 RZ1677'PROJECTING 3 FEET ON THE NORTH SIDE AND FLUSH ON THE SOUTH
 RZ1677'SIDE.  IT IS ABOUT 6 FEET NORTH OF THE HIGHEST POINT AND ABOUT 4
 RZ1677'FEET HIGHER IN ELEVATION THAN THE STATION.
 RZ1677'
 RZ1677'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DIAMOND PK USFS
 RZ1677'NO 2 1963, CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT ROCK OUTCROP
 RZ1677'PROJECTING 2 INCHES.  IT IS ON THE NORTH-SLOPE OF THE PEAK AND
 RZ1677'ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.
 RZ1677'
 RZ1677'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DIAMOND PK USFS
 RZ1677'1963, CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP
 RZ1677'PROJECTING 5 INCHES.  IT IS ABOUT 75 FEET NORTH WEST OF THE CLIFF,
 RZ1677'6.9 FEET EAST OF A WITNESS POST AND ABOUT 300 FEET EAST AND
 RZ1677'ABOUT 100 FEET HIGHER THAN THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1744 ***********************************************************************
 TR1744  DESIGNATION -  DIAMOND POINT AERO
 TR1744  PID         -  TR1744
 TR1744  STATE/COUNTY-  WA/CLALLAM
 TR1744  USGS QUAD   -  GARDINER (1985)
 TR1744
 TR1744                         *CURRENT SURVEY CONTROL
 TR1744  ___________________________________________________________________
 TR1744* NAD 83(1991)-  48 05 33.48471(N)    122 55 48.93469(W)     ADJUSTED  
 TR1744* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 TR1744  ___________________________________________________________________
 TR1744  LAPLACE CORR-          -9.68  (seconds)                    DEFLEC99
 TR1744  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 TR1744
 TR1744  HORZ ORDER  -  THIRD
 TR1744
 TR1744.The horizontal coordinates were established by classical geodetic methods
 TR1744.and adjusted by the National Geodetic Survey in December 1991..
 TR1744
 TR1744.The orthometric height was scaled from a topographic map.
 TR1744
 TR1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1744
 TR1744.The geoid height was determined by GEOID03.
 TR1744
 TR1744;                    North         East     Units Scale Factor Converg.
 TR1744;SPC WA N     -   123,609.425   343,824.811   MT  0.99994235   -1 33 40.3
 TR1744;SPC WA N     -   405,541.92  1,128,031.90   sFT  0.99994235   -1 33 40.3
 TR1744;UTM  10      - 5,326,598.615   505,192.997   MT  0.99960033   +0 03 06.8
 TR1744
 TR1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1744!SPC WA N     -   0.99999050  x   0.99994235  =   0.99993285
 TR1744!UTM  10      -   0.99999050  x   0.99960033  =   0.99959084
 TR1744
 TR1744:                Primary Azimuth Mark                     Grid Az
 TR1744:SPC WA N     -  PROTECTION ISLAND                        008 16 24.6
 TR1744:UTM  10      -  PROTECTION ISLAND                        006 39 37.5
 TR1744
 TR1744|---------------------------------------------------------------------|
 TR1744| PID    Reference Object                     Distance      Geod. Az  |
 TR1744|                                                           dddmmss.s |
 TR1744| TR1749 PROTECTION ISLAND                   APPROX. 3.9 KM 0064244.3 |
 TR1744|---------------------------------------------------------------------|
 TR1744
 TR1744                          SUPERSEDED SURVEY CONTROL
 TR1744
 TR1744  NAD 83(1986)-  48 05 33.48385(N)    122 55 48.94134(W) AD(       ) 3
 TR1744  NAD 27      -  48 05 34.14897(N)    122 55 44.30936(W) AD(       ) 3
 TR1744
 TR1744.Superseded values are not recommended for survey control.
 TR1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1744.See file dsdata.txt to determine how the superseded data were derived.
 TR1744
 TR1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0519326599(NAD 83)
 TR1744
 TR1744  HISTORY     - Date     Condition        Report By
 TR1744  HISTORY     - 1970     MONUMENTED       NGS
 TR1744
 TR1744                          STATION DESCRIPTION
 TR1744
 TR1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (RBM)
 TR1744'LOCATED ABOUT 7-1/2 MILES WEST OF THE TOWN ON PORT TOWNSEND, ABOUT
 TR1744'7 MILES NORTHEAST OF BLYN, ABOUT 3/4 MILE WEST-SOUTHWEST OF THE
 TR1744'NORTHEAST EXTREMITY OF DIAMOND POINT, ABOUT 80 YARDS SOUTH OF THE
 TR1744'CENTERLINE OF THE DIAMOND POINT AIRSTRIP AND ABOUT 295 FEET ABOVE
 TR1744'MEAN SEA LEVEL.
 TR1744'
 TR1744'THE STATION IS THE CENTER OF AN ELEVATED, ROTATING AERO BEACON,
 TR1744'ENCLOSED IN A TRANSPARENT LENS COVER AND ATOP A 32 FOOT HIGH STEEL
 TR1744'POLE.  THE POLE IS 7 INCHES IN DIAMETER AT THE BASE AND TAPERS
 TR1744'TOWARD ITS TOP.  THE POLE IS SECURED BY FOUR BOLTS ON A 2.9 FOOT
 TR1744'SQUARE CONCRETE BASE AND 4.6 FEET EAST-SOUTHEAST OF THE NORTHEAST
 TR1744'CORNER OF THE AIRSTRIP-REAL ESTATE OFFICE.  DURING THE HOURS OF
 TR1744'DARKNESS, THE BEACON DISPLAYS AN ALTERNATING GREEN AND WHITE
 TR1744'CHARACTERISTIC.  THE BEACON WAS OCCUPIED ECCENTRICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1743 ***********************************************************************
 TR1743  DESIGNATION -  DIAMOND POINT FLAGPOLE
 TR1743  PID         -  TR1743
 TR1743  STATE/COUNTY-  WA/CLALLAM
 TR1743  USGS QUAD   -  GARDINER (1985)
 TR1743
 TR1743                         *CURRENT SURVEY CONTROL
 TR1743  ___________________________________________________________________
 TR1743* NAD 83(1991)-  48 05 37.05552(N)    122 55 12.26547(W)     ADJUSTED  
 TR1743* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 TR1743  ___________________________________________________________________
 TR1743  LAPLACE CORR-          -9.82  (seconds)                    DEFLEC99
 TR1743  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TR1743
 TR1743  HORZ ORDER  -  THIRD
 TR1743
 TR1743.The horizontal coordinates were established by classical geodetic methods
 TR1743.and adjusted by the National Geodetic Survey in December 1991..
 TR1743
 TR1743.The orthometric height was scaled from a topographic map.
 TR1743
 TR1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1743
 TR1743.The geoid height was determined by GEOID03.
 TR1743
 TR1743;                    North         East     Units Scale Factor Converg.
 TR1743;SPC WA N     -   123,699.047   344,586.242   MT  0.99994234   -1 33 13.0
 TR1743;SPC WA N     -   405,835.96  1,130,530.03   sFT  0.99994234   -1 33 13.0
 TR1743;UTM  10      - 5,326,709.599   505,951.343   MT  0.99960044   +0 03 34.1
 TR1743
 TR1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1743!SPC WA N     -   1.00000038  x   0.99994234  =   0.99994272
 TR1743!UTM  10      -   1.00000038  x   0.99960044  =   0.99960082
 TR1743
 TR1743                          SUPERSEDED SURVEY CONTROL
 TR1743
 TR1743  NAD 83(1986)-  48 05 37.05473(N)    122 55 12.27205(W) AD(       ) 4
 TR1743  NAD 27      -  48 05 37.72600(N)    122 55 07.63869(W) AD(       ) 3
 TR1743
 TR1743.Superseded values are not recommended for survey control.
 TR1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1743.See file dsdata.txt to determine how the superseded data were derived.
 TR1743
 TR1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0595126710(NAD 83)
 TR1743
 TR1743  HISTORY     - Date     Condition        Report By
 TR1743  HISTORY     - 1970     MONUMENTED       NGS
 TR1743
 TR1743                          STATION DESCRIPTION
 TR1743
 TR1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (RBM)
 TR1743'LOCATED ABOUT 7 MILES WEST OF PORT TOWNSEND, ABOUT 7 MILES NORTHEAST
 TR1743'OF BLYN, ON DIAMOND POINT ABOUT 1200 FEET WEST-SOUTHWEST OF THE
 TR1743'NORTHEAST EXTREMITY OF THE POINT AND ABOUT 60 FEET ABOVE SEA LEVEL.
 TR1743'
 TR1743'THE STATION IS THE TOP OF A 40 FOOT HIGH, WHITE, WOODEN FLAGPOLE
 TR1743'TOPPED BY AN 8 INCH IN DIAMETER MIRRORED GLASS SPHERE AND SET IN
 TR1743'A CONCRETE BASE.  SEPT 16 1925 IS INSCRIBED ON THE NORTHSIDE OF THE
 TR1743'CONCRETE BASE.  IT IS 23 FEET WEST OF THE CENTERLINE OF A PAVED
 TR1743'ROAD, 22.2 FEET EAST OF THE SOUTHEAST CORNER OF A LARGE, OLD,
 TR1743'WOODEN HOUSE WITH TWO BRICK CHIMNEYS AND IN A LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5337 ***********************************************************************
 SY5337  DESIGNATION -  DIAMOND SHAPED REAR RNG BEACON
 SY5337  PID         -  SY5337
 SY5337  STATE/COUNTY-  WA/KITSAP
 SY5337  USGS QUAD   -  BREMERTON WEST (1981)
 SY5337
 SY5337                         *CURRENT SURVEY CONTROL
 SY5337  ___________________________________________________________________
 SY5337* NAD 83(1991)-  47 36 12.94448(N)    122 39 38.01471(W)     ADJUSTED  
 SY5337* NAVD 88     -                                                        
 SY5337  ___________________________________________________________________
 SY5337  LAPLACE CORR-         -13.64  (seconds)                    DEFLEC99
 SY5337  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY5337
 SY5337  HORZ ORDER  -  THIRD
 SY5337
 SY5337.The horizontal coordinates were established by classical geodetic methods
 SY5337.and adjusted by the National Geodetic Survey in December 1991..
 SY5337
 SY5337
 SY5337.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5337
 SY5337.The geoid height was determined by GEOID03.
 SY5337
 SY5337;                    North         East     Units Scale Factor Converg.
 SY5337;SPC WA N     -    68,740.036   362,616.636   MT  0.99998229   -1 21 37.5
 SY5337;SPC WA N     -   225,524.60  1,189,684.75   sFT  0.99998229   -1 21 37.5
 SY5337;UTM  10      - 5,272,298.874   525,514.074   MT  0.99960800   +0 15 02.4
 SY5337
 SY5337                          SUPERSEDED SURVEY CONTROL
 SY5337
 SY5337  NAD 83(1986)-  47 36 12.93954(N)    122 39 38.02125(W) AD(       ) 4
 SY5337  NAD 27      -  47 36 13.60000(N)    122 39 33.52400(W) AD(       ) 3
 SY5337
 SY5337.Superseded values are not recommended for survey control.
 SY5337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5337.See file dsdata.txt to determine how the superseded data were derived.
 SY5337
 SY5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2551472299(NAD 83)
 SY5337
 SY5337  HISTORY     - Date     Condition        Report By
 SY5337  HISTORY     - UNK      MONUMENTED
 SY5337  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY5337
 SY5337                          STATION DESCRIPTION
 SY5337
 SY5337'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5337'THERE IS NO RANGE BEACON IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH6999 ***********************************************************************
 AH6999  HT_MOD      -  This is a Height Modernization Survey Station.
 AH6999  DESIGNATION -  DIANA
 AH6999  PID         -  AH6999
 AH6999  STATE/COUNTY-  WA/GRAYS HARBOR
 AH6999  USGS QUAD   -  COPALIS BEACH (1994)
 AH6999
 AH6999                         *CURRENT SURVEY CONTROL
 AH6999  ___________________________________________________________________
 AH6999* NAD 83(1998)-  47 04 11.89689(N)    124 10 17.95719(W)     ADJUSTED  
 AH6999* NAVD 88     -         6.01   (meters)      19.7    (feet)  GPS OBS   
 AH6999  ___________________________________________________________________
 AH6999  X           -  -2,444,396.115 (meters)                     COMP
 AH6999  Y           -  -3,600,650.053 (meters)                     COMP
 AH6999  Z           -   4,647,052.773 (meters)                     COMP
 AH6999  LAPLACE CORR-           9.06  (seconds)                    DEFLEC99
 AH6999  ELLIP HEIGHT-         -18.69  (meters)          (07/03/01) GPS OBS
 AH6999  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AH6999
 AH6999  HORZ ORDER  -  FIRST
 AH6999  ELLP ORDER  -  FIFTH     CLASS I
 AH6999
 AH6999.The horizontal coordinates were established by GPS observations
 AH6999.and adjusted by the National Geodetic Survey in July 2001..
 AH6999.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AH6999.DATUM ITEM on the data sheet items page.
 AH6999
 AH6999.The orthometric height was determined by GPS observations and a
 AH6999.high-resolution geoid model using precise GPS observation and
 AH6999.processing techniques.
 AH6999
 AH6999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6999
 AH6999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6999
 AH6999.The ellipsoidal height was determined by GPS observations
 AH6999.and is referenced to NAD 83.
 AH6999
 AH6999.The geoid height was determined by GEOID03.
 AH6999
 AH6999;                    North         East     Units Scale Factor Converg.
 AH6999;SPC WA S     -   199,521.053   221,227.941   MT  0.99995040   -2 40 01.5
 AH6999;SPC WA S     -   654,595.32    725,812.00   sFT  0.99995040   -2 40 01.5
 AH6999;UTM  10      - 5,213,605.841   411,041.067   MT  0.99969726   -0 51 28.5
 AH6999
 AH6999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6999!SPC WA S     -   1.00000293  x   0.99995040  =   0.99995333
 AH6999!UTM  10      -   1.00000293  x   0.99969726  =   0.99970019
 AH6999
 AH6999                          SUPERSEDED SURVEY CONTROL
 AH6999
 AH6999  NAD 83(1991)-  47 04 11.89504(N)    124 10 17.95897(W) AD(       ) 1
 AH6999  ELLIP H (01/20/99)  -18.67   (m)                       GP(       ) 3 2
 AH6999
 AH6999.Superseded values are not recommended for survey control.
 AH6999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6999.See file dsdata.txt to determine how the superseded data were derived.
 AH6999
 AH6999_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1104113606(NAD 83)
 AH6999_MARKER: I = METAL ROD
 AH6999_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH6999_STAMPING: DIANA 1997
 AH6999_MARK LOGO: NGS   
 AH6999_PROJECTION: RECESSED 10 CENTIMETERS
 AH6999_MAGNETIC: I = MARKER IS A STEEL ROD
 AH6999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH6999+STABILITY: POSITION/ELEVATION WELL
 AH6999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6999+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH6999_ROD/PIPE-DEPTH: 10   meters
 AH6999
 AH6999  HISTORY     - Date     Condition        Report By
 AH6999  HISTORY     - 1997     MONUMENTED       NGS
 AH6999
 AH6999                          STATION DESCRIPTION
 AH6999
 AH6999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RCD)
 AH6999'DESCRIBED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (RCD) THE
 AH6999'STATION IS LOCATED WITHIN OCEAN CITY STATE PARK.  FROM THE
 AH6999'INTERSECTION OF SR 109 AND SECOND STREET IN OCEAN CITY GO WEST ON
 AH6999'SECOND STREET TO THE BEACH ACCESS PARKING AREA ON LEFT.  THE STATION
 AH6999'IS IN THE SOUTHWEST CORNER OF THE PARKING LOT, 12 M (39.4 FT) SOUTH OF
 AH6999'THE EDGE OF THE PAVEMENT, CENTERED ON THE THREE TRAFFIC ISLANDS THAT
 AH6999'ARE NORTH AND ON-LINE WITH THE STATION, AND 1 METER (3.3 FT) NORTH OF
 AH6999'A ORANGE NGS WITNESS POST.  THE STATION IS 81 METERS (265.7 FT)
 AH6999'SOUTWEST (245 DEGREES GRID) FROM THE SOUTHWEST CORNER OF THE CEMENT
 AH6999'BLOCK BATHROOM LOCATED ON THE NORTH SIDE OF THE PARKING LOT AND WEST
 AH6999'OF, AND ON-LINE WITH, THE CENTER OF A TWO STORY RED AND WHITE HOUSE
 AH6999'WITH A TRIANGULAR A-FRAME TYPE GABLE.  THE STATION IS A STAINLESS
 AH6999'STEEL ROD DRIVEN 54 FT. (16.5 M) ACCESS TO THE DATUM POINT IS HAD
 AH6999'THROUGH A 5-INCH STANDARD NGS LOGO CAP THAT IS STAMPED DIANA 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1081 ***********************************************************************
 TP1081  DESIGNATION -  DICE
 TP1081  PID         -  TP1081
 TP1081  STATE/COUNTY-  WA/FERRY
 TP1081  USGS QUAD   -  KELLER (1993)
 TP1081
 TP1081                         *CURRENT SURVEY CONTROL
 TP1081  ___________________________________________________________________
 TP1081* NAD 83(1991)-  48 00 55.82100(N)    118 39 35.44857(W)     ADJUSTED  
 TP1081* NAVD 88     -       592.8    (meters)    1945.     (feet)  VERTCON   
 TP1081  ___________________________________________________________________
 TP1081  LAPLACE CORR-           7.49  (seconds)                    DEFLEC99
 TP1081  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 TP1081
 TP1081  HORZ ORDER  -  SECOND
 TP1081
 TP1081.The horizontal coordinates were established by classical geodetic methods
 TP1081.and adjusted by the National Geodetic Survey in December 1991..
 TP1081
 TP1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1081
 TP1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1081
 TP1081.The geoid height was determined by GEOID03.
 TP1081
 TP1081;                    North         East     Units Scale Factor Converg.
 TP1081;SPC WA N     -   115,195.482   662,117.929   MT  0.99994384   +1 37 05.5
 TP1081;SPC WA N     -   377,937.18  2,172,298.57   sFT  0.99994384   +1 37 05.5
 TP1081;UTM  11      - 5,319,356.533   376,221.796   MT  0.99978826   -1 14 02.3
 TP1081
 TP1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1081!SPC WA N     -   0.99991011  x   0.99994384  =   0.99985395
 TP1081!UTM  11      -   0.99991011  x   0.99978826  =   0.99969838
 TP1081
 TP1081|---------------------------------------------------------------------|
 TP1081| PID    Reference Object                     Distance      Geod. Az  |
 TP1081|                                                           dddmmss.s |
 TP1081| CF1341 DICE RM 1                             8.716 METERS 15102     |
 TP1081| TP1089 DICK                                APPROX. 1.6 KM 2015122.7 |
 TP1081| TP1079 KELLER SCHOOLHOUSE FLAGPOLE         APPROX. 2.0 KM 3464655.7 |
 TP1081|---------------------------------------------------------------------|
 TP1081
 TP1081                          SUPERSEDED SURVEY CONTROL
 TP1081
 TP1081  NAD 83(1986)-  48 00 55.83257(N)    118 39 35.44579(W) AD(       ) 2
 TP1081  NAD 27      -  48 00 56.26700(N)    118 39 31.40700(W) AD(       ) 2
 TP1081  NGVD 29 (07/19/86)  591.5    (m)         1941.     (f) VERT ANG       
 TP1081
 TP1081.Superseded values are not recommended for survey control.
 TP1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1081.See file dsdata.txt to determine how the superseded data were derived.
 TP1081
 TP1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP7622219357(NAD 83)
 TP1081_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1081_SETTING: 66 = SET IN ROCK OUTCROP
 TP1081_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP1081
 TP1081  HISTORY     - Date     Condition        Report By
 TP1081  HISTORY     - 1935     MONUMENTED       BOR
 TP1081  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP1081  HISTORY     - 1950     SEE DESCRIPTION  USGS
 TP1081
 TP1081                          STATION DESCRIPTION
 TP1081
 TP1081'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 TP1081'LOCATED IN NE 1/4 SEC. 16, T. 29 N., R. 33 E. WM., ON A RIDGE
 TP1081'ABOUT 800 FEET W OF AND 100 FEET BELOW GRANITE KNOB, WHICH IS W
 TP1081'OF OLD DICE RANCH BUILDINGS.  STATION IS AT POINT WHERE RIDGE
 TP1081'STEEPENS AND DIVIDES, ONE BARREN RIDGE NEARING SW AND THE OTHER,
 TP1081'BARREN ON THE S SIDE AND HEAVILY TIMBERED ON THE N SIDE BEARING
 TP1081'NW.  A 10-INCH PINE TREE WITH ALL BRANCHES CUT AWAY IS ABOUT 60
 TP1081'FEET W OF STATION.
 TP1081'
 TP1081'TO REACH FROM KELLER (CLARKE) FERRY, DRIVE N ON STATE HIGHWAY
 TP1081'4.  AT 5.55 MILES TURN SHARP RIGHT OFF MAIN ROAD, FOLLOW WINDING
 TP1081'ROAD TO SECOND BENCH AT 5.8.  CONTINUE E DRIVING AS FAR AS
 TP1081'POSSIBLE TOWARD FOOT OF HILL.  LEAVE CAR AT FENCE AND CLIMB ABOUT
 TP1081'600 FEET IN ELEVATION TO STATION.
 TP1081'
 TP1081'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A.
 TP1081'
 TP1081'HEIGHT OF STAND ABOVE STATION MARK 1.19 METERS.
 TP1081
 TP1081                          STATION RECOVERY (1947)
 TP1081
 TP1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP1081'STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.  THE
 TP1081'DISTANCE BETWEEN THE MARKS WAS VERIFIED.  THE ORIGINAL DESCRIPTION
 TP1081'BY THE U.S.B.R. IS NOW INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 TP1081'
 TP1081'STATION IS LOCATED IN NE 1/4 SEC. 16, T. 29 N., R. 33 E. WM, ON
 TP1081'A RIDGE ABOUT 800 FEET W OF AND 100 FEET BELOW A GRANITE KNOB.  IT
 TP1081'IS AT THE POINT WHERE THE RIDGE STEEPENS AND DIVIDES.  ONE
 TP1081'BARREN RIDGE RUNS SW TOWARD A SMALL CURVE AND A HAIRPIN TURN IN
 TP1081'THE ROAD AND THE OTHER, BARREN ON THE S SIDE AND HEAVILY TIMBERED
 TP1081'ON THE N SIDE, BEARS NW.
 TP1081'
 TP1081'THE STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK,
 TP1081'STAMPED DICE 1935, SET ACCORDING TO NOTE 3, AND IS FLUSH WITH THE
 TP1081'ROCK SURFACE.  IT IS WITNESSED BY A 4-FOOT WOODEN STAND.
 TP1081'
 TP1081'R.M. 1 IS A CHISELED CROSS IN OUTCROPPING GRANITE.  IT IS SE OF
 TP1081'THE STATION.
 TP1081'
 TP1081'TO REACH THE STATION FROM THE PRESENT SITE OF THE KELLER POST
 TP1081'OFFICE, GO SE ALONG THE ROAD THAT PARALLELS THE E SIDE OF THE SAN
 TP1081'POIL RIVER FOR 3.7 MILES TO A ROAD JUNCTION, TURN RIGHT ON MAIN
 TP1081'TRAVELED ROAD AND GO 1.6 MILES TO A ROAD FORK BY AN INDIAN
 TP1081'CEMETERY.  TAKE RIGHT FORK AND GO 1.5 MILES.  FROM HERE PACK E UP
 TP1081'THE SIDE OF A GRANITE AND GREASEWOOD-COVERED RIDGE TO THE
 TP1081'INTERSECTION OF THE NW AND SW RIDGES AND THE STATION.
 TP1081
 TP1081                          STATION RECOVERY (1950)
 TP1081
 TP1081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 TP1081'STATION RECOVERED IN GOOD CONDITION.  LOCATED IN NE1/4 OF SEC. 16,
 TP1081'T29N, R33E, ON A SPUR RIDGE ABOUT 800 FEET W OF AND 100 FEET BELOW
 TP1081'GRANITE KNOB.  STATION IS AT POINT WHERE RIDGE STEEPENS AND
 TP1081'DIVIDES, ONE BARREN RIDGE BEARING SW AND THE OTHER, BARREN ON THE
 TP1081'SOUTH SIDE AND HEAVILY TIMBERED ON THE NORTH SIDE BEARING
 TP1081'NORTHWEST.
 TP1081'
 TP1081'TO REACH FROM 1950 KELLER P.O. (TO BE MOVED) DRIVE SOUTH 0.1
 TP1081'MILE TO SAN POIL RIVER BRIDGE, CROSS BRIDGE TO EAST SIDE AND
 TP1081'CONTINUE SOUTH 1.75 MILES TO JUNCTION COPPER CREEK ROAD, CONTINUE
 TP1081'SOUTH 1.9 MILES TO JUNCTION SILVER CREEK ROAD, CONTINUE SOUTH ON
 TP1081'MAIN ROAD 1.3 MILES TO SHARP LEFT TURN ON FLAT BENCH NEAR
 TP1081'BUILDINGS, CONTINUE SOUTH ON MAIN ROAD 1.97 MILES.  LEAVE TRUCK
 TP1081'AND CLIMB RIDGE TO EAST TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3153 ***********************************************************************
 SY3153  DESIGNATION -  DICK
 SY3153  PID         -  SY3153
 SY3153  STATE/COUNTY-  WA/THURSTON
 SY3153  USGS QUAD   -  LONGBRANCH (1994)
 SY3153
 SY3153                         *CURRENT SURVEY CONTROL
 SY3153  ___________________________________________________________________
 SY3153* NAD 83(1991)-  47 09 44.64631(N)    122 51 38.90590(W)     ADJUSTED  
 SY3153* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3153  ___________________________________________________________________
 SY3153  LAPLACE CORR-          -8.27  (seconds)                    DEFLEC99
 SY3153  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 SY3153
 SY3153  HORZ ORDER  -  THIRD
 SY3153
 SY3153.The horizontal coordinates were established by classical geodetic methods
 SY3153.and adjusted by the National Geodetic Survey in December 1991..
 SY3153
 SY3153.The orthometric height was scaled from a topographic map.
 SY3153
 SY3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3153
 SY3153.The geoid height was determined by GEOID03.
 SY3153
 SY3153;                    North         East     Units Scale Factor Converg.
 SY3153;SPC WA S     -   205,985.508   321,024.160   MT  0.99996538   -1 42 53.6
 SY3153;SPC WA S     -   675,804.12  1,053,226.76   sFT  0.99996538   -1 42 53.6
 SY3153;UTM  10      - 5,223,220.882   510,550.105   MT  0.99960137   +0 06 07.4
 SY3153
 SY3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3153!SPC WA S     -   1.00000236  x   0.99996538  =   0.99996774
 SY3153!UTM  10      -   1.00000236  x   0.99960137  =   0.99960373
 SY3153
 SY3153|---------------------------------------------------------------------|
 SY3153| PID    Reference Object                     Distance      Geod. Az  |
 SY3153|                                                           dddmmss.s |
 SY3153| CE3538 DICK RM 1                            14.446 METERS 04227     |
 SY3153| SY3157 KER                                 APPROX. 0.8 KM 0644221.9 |
 SY3153| CE3539 DICK RM 2                            22.160 METERS 14055     |
 SY3153|---------------------------------------------------------------------|
 SY3153
 SY3153                          SUPERSEDED SURVEY CONTROL
 SY3153
 SY3153  NAD 83(1986)-  47 09 44.64277(N)    122 51 38.91528(W) AD(       ) 3
 SY3153  NAD 27      -  47 09 45.29600(N)    122 51 34.43500(W) AD(       ) 3
 SY3153
 SY3153.Superseded values are not recommended for survey control.
 SY3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3153.See file dsdata.txt to determine how the superseded data were derived.
 SY3153
 SY3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1055023221(NAD 83)
 SY3153_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3153_SETTING: 80 = SET IN A BOULDER
 SY3153_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY3153
 SY3153  HISTORY     - Date     Condition        Report By
 SY3153  HISTORY     - 1924     MONUMENTED       CGS
 SY3153  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3153
 SY3153                          STATION DESCRIPTION
 SY3153
 SY3153'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3153'ON THE MAINLAND FACING DANA PASSAGE AND ON THE FIRST POINT S OF
 SY3153'DICKERSON POINT.  THE STATION IS ABOUT 75 FEET FROM THE EDGE OF A
 SY3153'WOODED BLUFF.  THIS POINT IS A FLAT ROUNDED POINT AND THE STATION
 SY3153'IS IN THE MIDDLE OF THE POINT SO THAT STATIONS KER AND ANA CAN BE
 SY3153'SEEN FROM IT.  IT IS COVERED BY 4 FEET OF WATER AT HIGH TIDE.
 SY3153'
 SY3153'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 SY3153'BOULDER AS DESCRIBED IN NOTE 4.
 SY3153'
 SY3153'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 SY3153'DESCRIBED IN NOTE 11A, AND IS PLACED AT THE FOOT OF THE BLUFF.
 SY3153'
 SY3153'REFERENCE MARK NO.1 IS A 3/4-INCH HOLE IN A LARGE FLAT ROCK ON
 SY3153'THE BEACH COVERED BY 5 FEET OF WATER AT HIGH TIDE.
 SY3153'
 SY3153'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3153
 SY3153                          STATION RECOVERY (1936)
 SY3153
 SY3153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3153'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING
 SY3153'EXCEPTION--REFERENCE MARK NO.2 IS AT PRESENT COVERED BY A SLIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1089 ***********************************************************************
 TP1089  DESIGNATION -  DICK
 TP1089  PID         -  TP1089
 TP1089  STATE/COUNTY-  WA/FERRY
 TP1089  USGS QUAD   -  KELLER (1993)
 TP1089
 TP1089                         *CURRENT SURVEY CONTROL
 TP1089  ___________________________________________________________________
 TP1089* NAD 83(1991)-  48 00 06.42706(N)    118 40 04.96922(W)     ADJUSTED  
 TP1089* NAVD 88     -       590.4    (meters)    1937.     (feet)  VERTCON   
 TP1089  ___________________________________________________________________
 TP1089  LAPLACE CORR-           7.27  (seconds)                    DEFLEC99
 TP1089  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 TP1089
 TP1089  HORZ ORDER  -  SECOND
 TP1089
 TP1089.The horizontal coordinates were established by classical geodetic methods
 TP1089.and adjusted by the National Geodetic Survey in December 1991..
 TP1089
 TP1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1089
 TP1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1089
 TP1089.The geoid height was determined by GEOID03.
 TP1089
 TP1089;                    North         East     Units Scale Factor Converg.
 TP1089;SPC WA N     -   113,653.336   661,549.365   MT  0.99994430   +1 36 43.6
 TP1089;SPC WA N     -   372,877.65  2,170,433.21   sFT  0.99994430   +1 36 43.6
 TP1089;UTM  11      - 5,317,844.821   375,577.304   MT  0.99979023   -1 14 23.3
 TP1089
 TP1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1089!SPC WA N     -   0.99991049  x   0.99994430  =   0.99985479
 TP1089!UTM  11      -   0.99991049  x   0.99979023  =   0.99970074
 TP1089
 TP1089:                Primary Azimuth Mark                     Grid Az
 TP1089:SPC WA N     -  DICE                                     020 14 17.1
 TP1089:UTM  11      -  DICE                                     023 05 24.0
 TP1089
 TP1089|---------------------------------------------------------------------|
 TP1089| PID    Reference Object                     Distance      Geod. Az  |
 TP1089|                                                           dddmmss.s |
 TP1089| TP1081 DICE                                APPROX. 1.6 KM 0215100.7 |
 TP1089| CF1342 DICK RM 1                             5.637 METERS 11658     |
 TP1089|---------------------------------------------------------------------|
 TP1089
 TP1089                          SUPERSEDED SURVEY CONTROL
 TP1089
 TP1089  NAD 83(1986)-  48 00 06.43859(N)    118 40 04.96650(W) AD(       ) 2
 TP1089  NAD 27      -  48 00 06.87500(N)    118 40 00.92900(W) AD(       ) 2
 TP1089  NGVD 29 (07/19/86)  589.1    (m)         1933.     (f) VERT ANG       
 TP1089
 TP1089.Superseded values are not recommended for survey control.
 TP1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1089.See file dsdata.txt to determine how the superseded data were derived.
 TP1089
 TP1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP7557717845(NAD 83)
 TP1089_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1089_SETTING: 66 = SET IN ROCK OUTCROP
 TP1089_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP1089
 TP1089  HISTORY     - Date     Condition        Report By
 TP1089  HISTORY     - 1935     MONUMENTED       BOR
 TP1089  HISTORY     - 1950     SEE DESCRIPTION  USGS
 TP1089
 TP1089                          STATION DESCRIPTION
 TP1089
 TP1089'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 TP1089'LOCATED ON W SIDE OF SUMMIT OF HIGH KNOB COVERED WITH GREASEWOOD
 TP1089'AND A FEW GRANITE OUTCROPS ON TOP, ABOUT 1,800 FEET IN ELEVATION,
 TP1089'NEAR CENTER OF NW 1/4 SEC. 21, T. 29 N., R. 33 E. WM, JUST S OF
 TP1089'DICK CREEK.
 TP1089'
 TP1089'TO REACH FROM KELLER (CLARKE) FERRY, DRIVE N ON STATE HIGHWAY 4
 TP1089'TO OLD CATHOLIC CHURCH ON E SIDE OF ROAD, 3.9 MILES.  LEAVE CAR
 TP1089'AT CHURCH AND CLIMB NE TO STATION ON HIGH RIDGE ABOUT 75 FEET
 TP1089'HIGHER THAN LARGE DEAD PINE AND SINGLE GREEN PINE TREE.
 TP1089'
 TP1089'IF ROADS ARE DRY, YOU CAN GO THROUGH POLE GATE AT CHURCH AND UP
 TP1089'HILL TO PAFFLE HOUSE, THROUGH BARNYARD, CROSS DRAW AND UP STEEP
 TP1089'HILL TO FIRST BENCH.  FOLLOW OLD ROAD N TO ROCK KNOB (ABOUT 1
 TP1089'MILE), THEN CLIMB ON FOOT TO STATION ON HIGH RIDGE NE.
 TP1089'
 TP1089'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 TP1089'RESPECTIVELY.
 TP1089'
 TP1089'HEIGHT OF STAND ABOVE STATION MARK 1.24 METERS.
 TP1089
 TP1089                          STATION RECOVERY (1950)
 TP1089
 TP1089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 TP1089'STATION FOUND IN GOOD CONDITION.  LOCATED ON W SIDE OF SUMMIT OF
 TP1089'HIGH KNOB COVERED WITH GREASEWOOD AND A FEW GRANITE OUTCROPS ON
 TP1089'TOP, JUST S OF DICK CREEK.
 TP1089'
 TP1089'TO REACH FROM 1950 KELLER P.O. (TO BE MOVED) DRIVE S 0.1 MILE TO
 TP1089'SAN POIL RIVER BRIDGE, CROSS BRIDGE TO EAST SIDE AND CONTINUE S
 TP1089'1.75 MILES TO JUNCTION COPPER CREEK ROAD, CONTINUE S 1.9 MILES TO
 TP1089'JUNCTION SILVER CREEK ROAD, CONTINUE S 1.3 MILES TO SHARP LEFT
 TP1089'TURN ON FLAT BENCH NEAR BUILDINGS, CONTINUE S ON MAIN ROAD 3.1
 TP1089'MILES, LEAVE TRUCK AND CLIMB UP BARE KNOB TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2234 ***********************************************************************
 TR2234  DESIGNATION -  DICK 2
 TR2234  PID         -  TR2234
 TR2234  STATE/COUNTY-  WA/SAN JUAN
 TR2234  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2234
 TR2234                         *CURRENT SURVEY CONTROL
 TR2234  ___________________________________________________________________
 TR2234* NAD 83(1991)-  48 37 06.47935(N)    123 03 15.14843(W)     ADJUSTED  
 TR2234* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 TR2234  ___________________________________________________________________
 TR2234  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 TR2234  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 TR2234
 TR2234  HORZ ORDER  -  SECOND
 TR2234
 TR2234.The horizontal coordinates were established by classical geodetic methods
 TR2234.and adjusted by the National Geodetic Survey in December 1991..
 TR2234
 TR2234.The orthometric height was scaled from a topographic map.
 TR2234
 TR2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2234
 TR2234.The geoid height was determined by GEOID03.
 TR2234
 TR2234;                    North         East     Units Scale Factor Converg.
 TR2234;SPC WA N     -   182,312.429   336,282.957   MT  0.99998043   -1 39 12.6
 TR2234;SPC WA N     -   598,136.69  1,103,288.33   sFT  0.99998043   -1 39 12.6
 TR2234;UTM  10      - 5,385,045.339   496,004.902   MT  0.99960020   -0 02 26.4
 TR2234
 TR2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2234!SPC WA N     -   1.00000128  x   0.99998043  =   0.99998171
 TR2234!UTM  10      -   1.00000128  x   0.99960020  =   0.99960148
 TR2234
 TR2234|---------------------------------------------------------------------|
 TR2234| PID    Reference Object                     Distance      Geod. Az  |
 TR2234|                                                           dddmmss.s |
 TR2234| CF8608 DICK 2 RM 1                           3.918 METERS 05023     |
 TR2234| CF8609 DICK 2 RM 2                           3.475 METERS 12541     |
 TR2234| TR2230 LIFE                                APPROX. 3.3 KM 2080202.9 |
 TR2234|---------------------------------------------------------------------|
 TR2234
 TR2234                          SUPERSEDED SURVEY CONTROL
 TR2234
 TR2234  NAD 83(1986)-  48 37 06.48000(N)    123 03 15.14876(W) AD(       ) 2
 TR2234  NAD 27      -  48 37 07.11800(N)    123 03 10.48400(W) AD(       ) 2
 TR2234
 TR2234.Superseded values are not recommended for survey control.
 TR2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2234.See file dsdata.txt to determine how the superseded data were derived.
 TR2234
 TR2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9600585045(NAD 83)
 TR2234_MARKER: DS = TRIANGULATION STATION DISK
 TR2234_SETTING: 66 = SET IN ROCK OUTCROP
 TR2234_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TR2234
 TR2234  HISTORY     - Date     Condition        Report By
 TR2234  HISTORY     - 1940     MONUMENTED       CGS
 TR2234  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2234  HISTORY     - 1954     GOOD             CGS
 TR2234  HISTORY     - 1987     GOOD             USPSQD
 TR2234  HISTORY     - 19950714 GOOD             USPSQD
 TR2234  HISTORY     - 20010331 GOOD             NGS
 TR2234
 TR2234                          STATION DESCRIPTION
 TR2234
 TR2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2234'STATION IS ON THE W SIDE OF JONES ISLAND, ON A FLAT POINT WHICH
 TR2234'RISES VERTICALLY FOR ABOUT 40 FEET ABOVE HIGH WATER, THEN MORE
 TR2234'GRADUALLY FOR ANOTHER 20 FEET.  STATION IS ON THE FIRST SHELF, AT
 TR2234'THE TOP OF THE TOP OF THE VERTICAL BLUFF, AND ABOUT 8 FEET BACK OF
 TR2234'THE EDGE.
 TR2234'
 TR2234'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE IN A
 TR2234'DEPRESSION IN OUTCROPPING BEDROCK.
 TR2234'
 TR2234'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 TR2234'OUTCROPPING BEDROCK.
 TR2234
 TR2234                          STATION RECOVERY (1950)
 TR2234
 TR2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2234'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 TR2234'
 TR2234'STATION IS ON THE W SIDE OF JONES ISLAND, ON THE EXTREME W POINT OF
 TR2234'THE ISLAND, ON A FLAT ROCK POINT THAT RISES VERTICALLY OUT OF THE
 TR2234'WATER FOR ABOUT 40 FEET TO A FLAT SHELF AND THEN 20 FEET HIGHTER TO
 TR2234'THE TOP, ON THE FLAT SHELF, ABOUT 3 METERS E OF THE EDGE OF THE
 TR2234'VERTICAL FACE.  STATION MARK IS A BRONZE STATION DISK STAMPED DICK
 TR2234'2 1940 SET IN A DRILL HOLE IN THE ROCK.
 TR2234'
 TR2234'R.M. 1 IS ENE OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 TR2234'STAMPED DICK 2 1940 1 SET IN A DRILL HOLE IN THE ROCK.
 TR2234'
 TR2234'R.M. 2 IS SSE OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 TR2234'STAMPED DICK 2 1940 2 SET IN A DRILL HOLE IN THE ROCK.
 TR2234'
 TR2234'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2234
 TR2234                          STATION RECOVERY (1954)
 TR2234
 TR2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2234'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 TR2234'DESCRIBED.  DISTANCES TO REFERENCE MARKS MEASURED AS FOLLOWS--
 TR2234'
 TR2234'REFERENCE MARK 1 - 3.918 M.
 TR2234'
 TR2234'REFERENCE MARK 2 - 3.485 M.
 TR2234
 TR2234                          STATION RECOVERY (1987)
 TR2234
 TR2234'RECOVERY NOTE BY US POWER SQUADRON 1987 (MG)
 TR2234'RECOVERED IN GOOD CONDITION.
 TR2234
 TR2234                          STATION RECOVERY (1995)
 TR2234
 TR2234'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR2234'RECOVERED IN GOOD CONDITION.
 TR2234
 TR2234                          STATION RECOVERY (2001)
 TR2234
 TR2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2234'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1367 ***********************************************************************
 SW1367  DESIGNATION -  DICK CREEK RC CHURCH SPIRE
 SW1367  PID         -  SW1367
 SW1367  STATE/COUNTY-  WA/FERRY
 SW1367  USGS QUAD   -  KELLER FERRY (1989)
 SW1367
 SW1367                         *CURRENT SURVEY CONTROL
 SW1367  ___________________________________________________________________
 SW1367* NAD 83(1991)-  47 59 45.55197(N)    118 40 47.53720(W)     ADJUSTED  
 SW1367* NAVD 88     -                                                        
 SW1367  ___________________________________________________________________
 SW1367  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 SW1367  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 SW1367
 SW1367  HORZ ORDER  -  THIRD
 SW1367
 SW1367.The horizontal coordinates were established by classical geodetic methods
 SW1367.and adjusted by the National Geodetic Survey in December 1991..
 SW1367
 SW1367
 SW1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1367
 SW1367.The geoid height was determined by GEOID03.
 SW1367
 SW1367;                    North         East     Units Scale Factor Converg.
 SW1367;SPC WA N     -   112,984.117   660,685.428   MT  0.99994451   +1 36 11.9
 SW1367;SPC WA N     -   370,682.06  2,167,598.78   sFT  0.99994451   +1 36 11.9
 SW1367;UTM  11      - 5,317,219.510   374,681.278   MT  0.99979298   -1 14 54.5
 SW1367
 SW1367                          SUPERSEDED SURVEY CONTROL
 SW1367
 SW1367  NAD 83(1986)-  47 59 45.56297(N)    118 40 47.53490(W) AD(       ) 4
 SW1367  NAD 27      -  47 59 46.00000(N)    118 40 43.49700(W) AD(       ) 3
 SW1367
 SW1367.Superseded values are not recommended for survey control.
 SW1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1367.See file dsdata.txt to determine how the superseded data were derived.
 SW1367
 SW1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP7468117220(NAD 83)
 SW1367
 SW1367  HISTORY     - Date     Condition        Report By
 SW1367  HISTORY     - 1936     MONUMENTED       BOR
 SW1367  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1367
 SW1367                          STATION DESCRIPTION
 SW1367
 SW1367'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 SW1367'LOCATED ABOUT 1 MILE S OF DICK CREEK, IN THE SE 1/4 SEC. 20,
 SW1367'T. 29 N., R. 33 E. WM.  STATION LIES 500 FEET E OF C.P. SP NO. 4.
 SW1367
 SW1367                          STATION RECOVERY (1947)
 SW1367
 SW1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1367'THE AREA IN WHICH THIS CHURCH WAS LOCATED IS NOW INUNDATED BY THE
 SW1367'SAN POIL RIVER BASIN.  THIS WAS VERIFIED BY LOCAL INQUIRY.
 SW1367'
 SW1367'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0223 ***********************************************************************
 TS0223  DESIGNATION -  DICKEY
 TS0223  PID         -  TS0223
 TS0223  STATE/COUNTY-  WA/CLALLAM
 TS0223  USGS QUAD   -  GUNDERSON MTN (1984)
 TS0223
 TS0223                         *CURRENT SURVEY CONTROL
 TS0223  ___________________________________________________________________
 TS0223* NAD 83(1991)-  48 06 37.21056(N)    124 25 01.00603(W)     ADJUSTED  
 TS0223* NAVD 88     -       519.5    (meters)    1704.     (feet)  VERTCON   
 TS0223  ___________________________________________________________________
 TS0223  LAPLACE CORR-          10.85  (seconds)                    DEFLEC99
 TS0223  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TS0223
 TS0223  HORZ ORDER  -  FIRST
 TS0223
 TS0223.The horizontal coordinates were established by classical geodetic methods
 TS0223.and adjusted by the National Geodetic Survey in December 1991..
 TS0223
 TS0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 TS0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TS0223
 TS0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0223
 TS0223.The geoid height was determined by GEOID03.
 TS0223
 TS0223;                    North         East     Units Scale Factor Converg.
 TS0223;SPC WA N     -   129,661.573   233,254.204   MT  0.99994226   -2 40 05.1
 TS0223;SPC WA N     -   425,398.01    765,268.17   sFT  0.99994226   -2 40 05.1
 TS0223;UTM  10      - 5,329,534.720   394,528.920   MT  0.99973668   -1 03 17.7
 TS0223
 TS0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0223!SPC WA N     -   0.99992202  x   0.99994226  =   0.99986428
 TS0223!UTM  10      -   0.99992202  x   0.99973668  =   0.99965872
 TS0223
 TS0223|---------------------------------------------------------------------|
 TS0223| PID    Reference Object                     Distance      Geod. Az  |
 TS0223|                                                           dddmmss.s |
 TS0223| DD9601 DICKEY RM 1                           6.151 METERS 20722     |
 TS0223| DD9600 DICKEY AZ MK                                       2532358.2 |
 TS0223| DD9602 DICKEY RM 2                           4.906 METERS 35230     |
 TS0223|---------------------------------------------------------------------|
 TS0223
 TS0223                          SUPERSEDED SURVEY CONTROL
 TS0223
 TS0223  NAD 83(1986)-  48 06 37.20950(N)    124 25 01.01418(W) AD(       ) 1
 TS0223  NAD 27      -  48 06 37.93900(N)    124 24 56.23100(W) AD(       ) 1
 TS0223  NGVD 29 (07/19/86)  518.4    (m)         1701.     (f) VERT ANG       
 TS0223
 TS0223.Superseded values are not recommended for survey control.
 TS0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0223.See file dsdata.txt to determine how the superseded data were derived.
 TS0223
 TS0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU9452929535(NAD 83)
 TS0223_MARKER: Z = SEE DESCRIPTION
 TS0223_SETTING: 0 = UNSPECIFIED SETTING
 TS0223
 TS0223  HISTORY     - Date     Condition        Report By
 TS0223  HISTORY     - 1954     MONUMENTED       CGS
 TS0223
 TS0223                          STATION DESCRIPTION
 TS0223
 TS0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TS0223'STATION IS LOCATED ON THE SUMMIT OF A SMALL KNOLL OF A LOGGED
 TS0223'AND BURNED OVER RIDGE WHICH LIES IN A NORTHEAST-SOUTHWEST
 TS0223'DIRECTION.  THE STATION RIDGE LIES BETWEEN EAST DICKEY CREEK AND
 TS0223'WEST DICKEY CREEK, ABOUT 10.5 MILES NORTH OF FORKS, 10.5 MILES
 TS0223'SOUTHWEST OF CLALLAM BAY, 4 MILES EAST OF DICKEY LAKE AND 7 MILES
 TS0223'NORTHWEST OF SAPPHO.  THERE IS A HIGHER HILL ABOUT 0.5 MILE
 TS0223'NORTHEAST OF THE STATION.
 TS0223'
 TS0223'TO REACH FROM THE POST OFFICE IN CLALLAM BAY, DRIVE WEST ON PAVED
 TS0223'ROAD FOR 1.95 MILES TO A Y-FORK.  KEEP LEFT FORK AND DRIVE WEST
 TS0223'FOR 2.35 MILES TO A BLADED ROAD LEFT, OZETTE LAKE ROAD.  TURN LEFT
 TS0223'AND DRIVE SOUTHWEST FOR 8.6 MILES TO THE RAYONIER INC. HOKO
 TS0223'CAMP ON THE LEFT.  TURN LEFT AND DRIVE SOUTH FOR 0.1 MILE TO THE
 TS0223'RAYONIER OFFICE ON THE LEFT AND THE END OF TRUCK TRAVEL.  FROM
 TS0223'HERE TAKE RAYONIER RAILROAD MOTOR CAR, WEST AND SOUTH, ON THE
 TS0223'MAIN LINE FOR ABOUT 2 MILES TO A SWITCH JUNCTION.  KEEP RIGHT
 TS0223'ON THE 2E LINE AND CONTINUE SOUTHWEST FOR ABOUT 6.85 MILES TO A CUT
 TS0223'BANK ABOUT 20 FEET IN HEIGHT ON THE RIGHT AND THE AZIMUTH MARK.
 TS0223'CONTINUE SOUTHWEST FOR 0.15 MILE TO A SIDING AND AN INVERTED
 TS0223'Y-JUNCTION.  TURN BACK SHARP LEFT AND CONTINUE UPGRADE
 TS0223'FOR ABOUT 0.5 MILE TO SWITCH AT OLD 10E LINE.  CONTINUE
 TS0223'STRAIGHT AHEAD, NORTHEAST, FOR ABOUT 0.15 MILE TO A POINT
 TS0223'100 FEET NORTHEAST OF A SIDING, THENCE PACK UP STEEP HILL SIDE
 TS0223'FOR ABOUT 0.15 MILE TO A SADDLE IN RIDGE, THENCE TURN RIGHT
 TS0223'AND PACK SOUTHWEST ALONG CREST OF RIDGE FOR ABOUT 0.15 MILE TO
 TS0223'HIGHEST POINT OF LOW KNOLL AND STATION.
 TS0223'
 TS0223'ALL SURFACE MARKS ARE STANDARD DISKS BRAZED IN THE TOPS OF IRON
 TS0223'PIPES WHICH ARE 3 INCHES IN DIAMETER AND PROJECT ABOUT 8 INCHES
 TS0223'ABOVE THE GROUND SURFACE.
 TS0223'
 TS0223'STATION MARK IS STAMPED DICKEY 1954.
 TS0223'
 TS0223'UNDERGROUND-STATION MARK IS A STANDARD DISK, STAMPED DICKEY 1954,
 TS0223'SET IN THE TOP OF A MASS OF CONCRETE ABOUT 30 INCHES BELOW THE
 TS0223'SURFACE OF THE GROUND, ITS CENTER BEING PLUMB WITH THE CENTER OF
 TS0223'THE SURFACE-STATION MARK.
 TS0223'
 TS0223'REFERENCE MARK 1, STAMPED DICKEY NO 1 1954, IS ABOUT 18 INCHES
 TS0223'LOWER IN ELEVATION THAN THE STATION MARK.
 TS0223'
 TS0223'REFERENCE MARK 2, STAMPED DICKEY NO 2 1954, IS ABOUT 12 INCHES
 TS0223'LOWER IN ELEVATION THAN THE STATION MARK.
 TS0223'
 TS0223'AZIMUTH MARK, STAMPED DICKEY 1954, IS 12.5 FEET WEST NORTHWEST
 TS0223'OF A WITNESS POST, 12 FEET NORTH OF A TELEPHONE LINE AND ABOUT
 TS0223'50 FEET NORTH AND 20 FEET HIGHER THAN RAILROAD TRACKS.
 TS0223'
 TS0223'OBSERVATIONS WERE TAKEN FROM A 6 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2069 ***********************************************************************
 SA2069  DESIGNATION -  DIG
 SA2069  PID         -  SA2069
 SA2069  STATE/COUNTY-  WA/FRANKLIN
 SA2069  USGS QUAD   -  LEVEY (1991)
 SA2069
 SA2069                         *CURRENT SURVEY CONTROL
 SA2069  ___________________________________________________________________
 SA2069* NAD 83(1991)-  46 20 47.27321(N)    118 45 24.77437(W)     ADJUSTED  
 SA2069* NAVD 88     -       144.1    (meters)     473.     (feet)  VERTCON   
 SA2069  ___________________________________________________________________
 SA2069  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 SA2069  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SA2069
 SA2069  HORZ ORDER  -  SECOND
 SA2069
 SA2069.The horizontal coordinates were established by classical geodetic methods
 SA2069.and adjusted by the National Geodetic Survey in December 1991..
 SA2069
 SA2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2069
 SA2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2069
 SA2069.The geoid height was determined by GEOID03.
 SA2069
 SA2069;                    North         East     Units Scale Factor Converg.
 SA2069;SPC WA S     -   114,091.494   634,161.210   MT  0.99992323   +1 15 58.3
 SA2069;SPC WA S     -   374,315.18  2,080,577.24   sFT  0.99992323   +1 15 58.3
 SA2069;UTM  11      - 5,134,043.121   364,813.136   MT  0.99982465   -1 16 16.8
 SA2069
 SA2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2069!SPC WA S     -   0.99998080  x   0.99992323  =   0.99990403
 SA2069!UTM  11      -   0.99998080  x   0.99982465  =   0.99980545
 SA2069
 SA2069:                Primary Azimuth Mark                     Grid Az
 SA2069:SPC WA S     -  ANCHOR CANYON S DAYBEACON 16             041 24 41.1
 SA2069:UTM  11      -  ANCHOR CANYON S DAYBEACON 16             043 56 56.2
 SA2069
 SA2069|---------------------------------------------------------------------|
 SA2069| PID    Reference Object                     Distance      Geod. Az  |
 SA2069|                                                           dddmmss.s |
 SA2069| SA1953 ANCHOR CANYON S DAYBEACON 16        APPROX. 1.1 KM 0424039.4 |
 SA2069| SA2070 ANCHOR CANYON LIGHT 15                7.165 METERS 20516     |
 SA2069|---------------------------------------------------------------------|
 SA2069
 SA2069                          SUPERSEDED SURVEY CONTROL
 SA2069
 SA2069  NAD 83(1991)-  46 20 47.27352(N)    118 45 24.77516(W) AD(       ) 2
 SA2069  NAD 83(1986)-  46 20 47.28069(N)    118 45 24.76542(W) AD(       ) 2
 SA2069  NAD 27      -  46 20 47.78420(N)    118 45 20.78210(W) AD(       ) 2
 SA2069  NGVD 29 (07/19/86)  143.1    (m)          469.     (f) VERT ANG       
 SA2069
 SA2069.Superseded values are not recommended for survey control.
 SA2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2069.See file dsdata.txt to determine how the superseded data were derived.
 SA2069
 SA2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM6481334043(NAD 83)
 SA2069_MARKER: Z = SEE DESCRIPTION
 SA2069_SETTING: 0 = UNSPECIFIED SETTING
 SA2069_STAMPING: DIG 1962
 SA2069_MARK LOGO: CGS   
 SA2069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2069
 SA2069  HISTORY     - Date     Condition        Report By
 SA2069  HISTORY     - 1962     MONUMENTED       CGS
 SA2069
 SA2069                          STATION DESCRIPTION
 SA2069
 SA2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA2069'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF THE ICE HARBOR DAM ON
 SA2069'THE WEST SIDE OF THE SNAKE RIVER, AND 200 YARDS NORTH OF THE REDD
 SA2069'RAILROAD SIDING.
 SA2069'
 SA2069'TO REACH FROM THE POST OFFICE IN PASCO, GO EAST ON U.S. HIGHWAY
 SA2069'410 FOR 1.5 MILES TO THE KAHLOTUS HIGHWAY.  TURN LEFT AND GO NORTH
 SA2069'ON THE KAHLOTUS HIGHWAY FOR 4.9 MILES TO MURPHY ROAD.  TURN RIGHT
 SA2069'AND GO EAST ON MURPHY ROAD FOR 2.0 MILES TO A CROSSROAD.  CONTINUE
 SA2069'AHEAD FOR 1.8 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 SA2069'NORTHEAST FOR 0.7 MILE TO A FORK JUST SOUTH OF A GRAIN ELEVATOR.
 SA2069'CONTINUE NORTHEAST PAST THE GRAIN ELEVATOR FOR 0.2 MILE TO PARKING
 SA2069'AREA ON THE RIGHT AND THE END OF TRUCK TRAVEL.  FROM HERE PACK EAST
 SA2069'ACROSS THE RAILROAD TRACKS FOR 200 YARDS, TO THE EDGE OF THE RIVER
 SA2069'AND THE STATION SITE.
 SA2069'
 SA2069'THE STATION IS A STANDARD TOPOGRAPHIC SURVEY DISK STAMPED DIG 1962,
 SA2069'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH.
 SA2069'IT IS 42 FEET SOUTHEAST OF THE CENTER OF THE RAILROAD TRACKS, 5 FEET
 SA2069'NORTHWEST OF THE RIVERBANK, AND 5.3 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0525 ***********************************************************************
 SD0525  DESIGNATION -  DIG 1911
 SD0525  PID         -  SD0525
 SD0525  STATE/COUNTY-  WA/PACIFIC
 SD0525  USGS QUAD   -  OYSTERVILLE (1994)
 SD0525
 SD0525                         *CURRENT SURVEY CONTROL
 SD0525  ___________________________________________________________________
 SD0525* NAD 83(1991)-  46 36 25.52475(N)    124 04 07.10113(W)     ADJUSTED  
 SD0525* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SD0525  ___________________________________________________________________
 SD0525  LAPLACE CORR-          15.12  (seconds)                    DEFLEC99
 SD0525  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 SD0525
 SD0525  HORZ ORDER  -  THIRD
 SD0525
 SD0525.The horizontal coordinates were established by classical geodetic methods
 SD0525.and adjusted by the National Geodetic Survey in December 1991..
 SD0525
 SD0525.The orthometric height was scaled from a topographic map.
 SD0525
 SD0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0525
 SD0525.The geoid height was determined by GEOID03.
 SD0525
 SD0525;                    North         East     Units Scale Factor Converg.
 SD0525;SPC WA S     -   147,761.047   226,716.896   MT  0.99991467   -2 35 32.1
 SD0525;SPC WA S     -   484,779.37    743,820.35   sFT  0.99991467   -2 35 32.1
 SD0525;UTM  10      - 5,162,057.583   418,162.690   MT  0.99968232   -0 46 35.7
 SD0525
 SD0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0525!SPC WA S     -   1.00000365  x   0.99991467  =   0.99991832
 SD0525!UTM  10      -   1.00000365  x   0.99968232  =   0.99968597
 SD0525
 SD0525:                Primary Azimuth Mark                     Grid Az
 SD0525:SPC WA S     -  BEACH 2 BENCH 1921                       175 52 59.2
 SD0525:UTM  10      -  BEACH 2 BENCH 1921                       174 04 02.8
 SD0525
 SD0525|---------------------------------------------------------------------|
 SD0525| PID    Reference Object                     Distance      Geod. Az  |
 SD0525|                                                           dddmmss.s |
 SD0525| SD0524 BEACH 2 BENCH 1921                  APPROX. 1.9 KM 1731727.1 |
 SD0525|---------------------------------------------------------------------|
 SD0525
 SD0525                          SUPERSEDED SURVEY CONTROL
 SD0525
 SD0525  NAD 83(1991)-  46 36 25.52372(N)    124 04 07.10018(W) AD(       ) 3
 SD0525  NAD 83(1986)-  46 36 25.52317(N)    124 04 07.08451(W) AD(       ) 3
 SD0525  NAD 27      -  46 36 26.17466(N)    124 04 02.49087(W) AD(       ) 3
 SD0525
 SD0525.Superseded values are not recommended for survey control.
 SD0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0525.See file dsdata.txt to determine how the superseded data were derived.
 SD0525
 SD0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1816362058(NAD 83)
 SD0525
 SD0525  HISTORY     - Date     Condition        Report By
 SD0525  HISTORY     - 1911     MONUMENTED       CGS
 SD0525  HISTORY     - 1922     SEE DESCRIPTION  CGS
 SD0525  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SD0525
 SD0525                          STATION DESCRIPTION
 SD0525
 SD0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (RBD)
 SD0525'THIS INTERSECTION STATION IS ON THE W SIDE OF LEADBETTER PENINSULA
 SD0525'AND ABOUT 2-1/2 MILES S OF THE EXTREME END OF LEADBETTER
 SD0525'POINT.  THE STATION IS ON THE OCEAN SIDE AND ABOUT 100 METERS BACK
 SD0525'FROM HIGH WATER.
 SD0525'
 SD0525'STATION IS MARKED BY A ONE-QUART WHITE GLASS, CYLINDRICAL, WHISKEY
 SD0525'BOTTLE, BURIED 5 FEET BELOW SURFACE.  THE BOTTLE IS CORKED AND
 SD0525'INSIDE IS A SLIP OF PAPER WITH THE FOLLOWING
 SD0525'INSCRIPTION--U.S.C. AND G.S. STATION DIG BUILT BY R.B. ELDER MAY
 SD0525'1911.  ABOVE THE BOTTLE IS A 3/4-INCH GALVANIZED-IRON PIPE
 SD0525'PROTRUDING 2 INCHES ABOVE THE SURFACE.
 SD0525
 SD0525                          STATION RECOVERY (1922)
 SD0525
 SD0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SD0525'STATION RECOVERED AS DESCRIBED.  A SIGNAL INSTALLED AND USED BY
 SD0525'THE BUREAU OF LIGHTHOUSES IN THEIR HYDROGRAPHY OF SEPT. 1921 STANDS
 SD0525'ABOUT 5 METERS S OF THE STATION MARK.
 SD0525
 SD0525                          STATION RECOVERY (1926)
 SD0525
 SD0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (JMS)
 SD0525'STATION HAS BEEN LOST.  THE SHORE LINE IN THE VICINITY OF THE
 SD0525'STATION HAS BEEN ERODED ABOUT 500 FEET SINCE THE STATION WAS
 SD0525'ESTABLISHED.  A NEW STATION DIG 2 WAS ESTABLISHED IN THE LOCALITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0523 ***********************************************************************
 SD0523  DESIGNATION -  DIG 2
 SD0523  PID         -  SD0523
 SD0523  STATE/COUNTY-  WA/PACIFIC
 SD0523  USGS QUAD   -  OYSTERVILLE (1994)
 SD0523
 SD0523                         *CURRENT SURVEY CONTROL
 SD0523  ___________________________________________________________________
 SD0523* NAD 83(1991)-  46 36 31.77068(N)    124 04 02.86686(W)     ADJUSTED  
 SD0523* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SD0523  ___________________________________________________________________
 SD0523  LAPLACE CORR-          15.12  (seconds)                    DEFLEC99
 SD0523  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 SD0523
 SD0523  HORZ ORDER  -  THIRD
 SD0523
 SD0523.The horizontal coordinates were established by classical geodetic methods
 SD0523.and adjusted by the National Geodetic Survey in December 1991..
 SD0523
 SD0523.The orthometric height was scaled from a topographic map.
 SD0523
 SD0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0523
 SD0523.The geoid height was determined by GEOID03.
 SD0523
 SD0523;                    North         East     Units Scale Factor Converg.
 SD0523;SPC WA S     -   147,949.625   226,815.625   MT  0.99991468   -2 35 29.0
 SD0523;SPC WA S     -   485,398.06    744,144.26   sFT  0.99991468   -2 35 29.0
 SD0523;UTM  10      - 5,162,249.149   418,255.373   MT  0.99968213   -0 46 32.7
 SD0523
 SD0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0523!SPC WA S     -   1.00000365  x   0.99991468  =   0.99991833
 SD0523!UTM  10      -   1.00000365  x   0.99968213  =   0.99968578
 SD0523
 SD0523|---------------------------------------------------------------------|
 SD0523| PID    Reference Object                     Distance      Geod. Az  |
 SD0523|                                                           dddmmss.s |
 SD0523| DD9603 DIG 2 RM 1                           38.260 METERS 00333     |
 SD0523| DD9604 DIG 2 RM 2                           27.470 METERS 06846     |
 SD0523| SD0524 BEACH 2 BENCH 1921                  APPROX. 2.1 KM 1761933.8 |
 SD0523|---------------------------------------------------------------------|
 SD0523
 SD0523                          SUPERSEDED SURVEY CONTROL
 SD0523
 SD0523  NAD 83(1991)-  46 36 31.76953(N)    124 04 02.86607(W) AD(       ) 3
 SD0523  NAD 83(1986)-  46 36 31.76894(N)    124 04 02.85056(W) AD(       ) 3
 SD0523  NAD 27      -  46 36 32.41835(N)    124 03 58.25724(W) AD(       ) 3
 SD0523
 SD0523.Superseded values are not recommended for survey control.
 SD0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0523.See file dsdata.txt to determine how the superseded data were derived.
 SD0523
 SD0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1825562249(NAD 83)
 SD0523_MARKER: Z = SEE DESCRIPTION
 SD0523_SETTING: 0 = UNSPECIFIED SETTING
 SD0523
 SD0523  HISTORY     - Date     Condition        Report By
 SD0523  HISTORY     - 1926     MONUMENTED       CGS
 SD0523  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SD0523
 SD0523                          STATION DESCRIPTION
 SD0523
 SD0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (JMS)
 SD0523'STATION IS LOCATED ON THE W SIDE OF LEADBETTER PENINSULA AND ABOUT
 SD0523'2-1/2 MILES S OF THE EXTREME END OF LEADBETTER POINT.
 SD0523'
 SD0523'THE STATION IS ON THE OCEAN SIDE AND 85 METERS FROM THE HIGH-WATER
 SD0523'LINE ON A SMALL SAND HILL.  APPROACHING THE STATION FROM THE S, IT
 SD0523'CLEARS THE EDGE OF TIMBER ON THE E SIDE OF THE PENINSULA BY ABOUT
 SD0523'100 METERS.
 SD0523'
 SD0523'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A 7-INCH RED ROUND
 SD0523'TILE FILLED WITH CONCRETE, WHICH IN TURN IS SET IN AN IRREGULAR MASS
 SD0523'OF CONCRETE 3-1/2 FEET DEEP.  THE TILE PROTRUDES ABOUT 6 INCHES
 SD0523'ABOVE THE SAND.
 SD0523'
 SD0523'UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING A GLASS BOTTLE, AS
 SD0523'DESCRIBED IN NOTE 7D.
 SD0523'
 SD0523'THE TWO REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN 5-INCH
 SD0523'ROUND RED TILES FILLED WITH CONCRETE (BASE OF CONCRETE 3-1/2 FEET
 SD0523'DEEP) WHICH PROTRUDE 6 INCHES ABOVE THE GROUND.  THEY BEAR
 SD0523'APPROXIMATELY E AND N OF THE STATION.
 SD0523
 SD0523                          STATION RECOVERY (1953)
 SD0523
 SD0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SD0523'A SEARCH OF ONE HOUR BY A 2 - MAN PARTY DID NOT REVEAL THE STATION OR
 SD0523'REFERENCE MARKS.  THE AREA IS COMPOSED OF UNSTABLE SAND DUNES.  THE
 SD0523'STATION MAY BE COVERED BY DRIFTING SAND OR ERODED OUT AND
 SD0523'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0452 ***********************************************************************
 TR0452  DESIGNATION -  DIKE
 TR0452  PID         -  TR0452
 TR0452  STATE/COUNTY-  WA/ISLAND
 TR0452  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0452
 TR0452                         *CURRENT SURVEY CONTROL
 TR0452  ___________________________________________________________________
 TR0452* NAD 83(1991)-  48 17 40.85535(N)    122 37 02.83750(W)     ADJUSTED  
 TR0452* NAVD 88     -         5.647  (meters)      18.53   (feet)  ADJUSTED  
 TR0452  ___________________________________________________________________
 TR0452  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 TR0452  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 TR0452  DYNAMIC HT  -           5.649 (meters)      18.53  (feet)  COMP
 TR0452  MODELED GRAV-     980,842.6   (mgal)                       NAVD 88
 TR0452
 TR0452  HORZ ORDER  -  SECOND
 TR0452  VERT ORDER  -  FIRST     CLASS II
 TR0452
 TR0452.The horizontal coordinates were established by classical geodetic methods
 TR0452.and adjusted by the National Geodetic Survey in December 1991..
 TR0452
 TR0452.The orthometric height was determined by differential leveling
 TR0452.and adjusted by the National Geodetic Survey in June 1991..
 TR0452
 TR0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0452
 TR0452.The geoid height was determined by GEOID03.
 TR0452
 TR0452.The dynamic height is computed by dividing the NAVD 88
 TR0452.geopotential number by the normal gravity value computed on the
 TR0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0452.degrees latitude (g = 980.6199 gals.).
 TR0452
 TR0452.The modeled gravity was interpolated from observed gravity values.
 TR0452
 TR0452;                    North         East     Units Scale Factor Converg.
 TR0452;SPC WA N     -   145,481.132   367,638.167   MT  0.99994700   -1 19 41.9
 TR0452;SPC WA N     -   477,299.35  1,206,159.55   sFT  0.99994700   -1 19 41.9
 TR0452;UTM  10      - 5,349,124.469   528,373.233   MT  0.99960989   +0 17 08.2
 TR0452
 TR0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0452!SPC WA N     -   1.00000262  x   0.99994700  =   0.99994962
 TR0452!UTM  10      -   1.00000262  x   0.99960989  =   0.99961251
 TR0452
 TR0452|---------------------------------------------------------------------|
 TR0452| PID    Reference Object                     Distance      Geod. Az  |
 TR0452|                                                           dddmmss.s |
 TR0452| TR0453 DIKE RM 1                            16.677 METERS 09112     |
 TR0452| TR0465 POLNELL                             APPROX. 5.0 KM 1192546.0 |
 TR0452|---------------------------------------------------------------------|
 TR0452
 TR0452                          SUPERSEDED SURVEY CONTROL
 TR0452
 TR0452  NAD 83(1986)-  48 17 40.85866(N)    122 37 02.84275(W) AD(       ) 2
 TR0452  NAD 27      -  48 17 41.49900(N)    122 36 58.23300(W) AD(       ) 2
 TR0452  NGVD 29 (??/??/92)    4.504  (m)           14.78   (f) ADJ UNCH    1 2
 TR0452
 TR0452.Superseded values are not recommended for survey control.
 TR0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0452.See file dsdata.txt to determine how the superseded data were derived.
 TR0452
 TR0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2837349124(NAD 83)
 TR0452_MARKER: DS = TRIANGULATION STATION DISK
 TR0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0452_STAMPING: DIKE 1951
 TR0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0452+STABILITY: SURFACE MOTION
 TR0452
 TR0452  HISTORY     - Date     Condition        Report By
 TR0452  HISTORY     - 1951     MONUMENTED       CGS
 TR0452  HISTORY     - 1952     GOOD             NGS
 TR0452  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0452
 TR0452                          STATION DESCRIPTION
 TR0452
 TR0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 TR0452'STATION IS LOCATED ON THE NORTHERN END OF WHIDBEY ISLAND AT THE
 TR0452'NORTHWESTERN END OF CRESCENT HARBOR.  STATION IS LOCATED
 TR0452'APPROXIMATELY 0.75 MI. NORTHEAST OF THE NAVAL AIR STATION
 TR0452'ADMINISTRATION BUILDING ATOP AN EARTH FILL DIKE ABOUT 16 METERS
 TR0452'BACK OF HWL.  STATION IS APPROXIMATELY 0.2 MI. SE OF THE
 TR0452'INTERSECTION OF TORPEDO ROAD AND MIDWAY BLVD.  STATION IS A
 TR0452'STANDARD BRONZE DISC STAMPED DIKE 1951 AND IS CEMENTED IN A
 TR0452'DRILL HOLE IN AN 8 IN X 8 IN CONCRETE POST WITH AN 18 IN
 TR0452'DIAMETER CONCRETE BASE AND EXTENDING 24 INCHES INTO THE EARTH.
 TR0452'
 TR0452'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISC STAMPED R. M. NO. 1
 TR0452'AND CEMENTED IN A DRILL HOLE IN A LARGE GRANITE BOULDER AT THE
 TR0452'EDGE OF THE DIKE AND 13.5 METERS FROM HWL.
 TR0452
 TR0452                          STATION RECOVERY (1952)
 TR0452
 TR0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0452'1.8 MI E FROM OAK HARBOR.
 TR0452'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0452'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0452'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.65 MILE
 TR0452'NORTHEAST ALONG TORPEDO ROAD, THENCE 0.1 MILE NORTHEAST ALONG MIDWAY
 TR0452'BOULEVARD, THENCE 0.1 MILE SOUTHEAST ACROSS COUNTRY TO THE SHORE LINE
 TR0452'OF CRESCENT HARBOR, ON THE TOP OF A 30-BY 10-FOOT EARTH-FILLED DIKE,
 TR0452'33 FEET NORTH OF AND ABOUT 9 FEET HIGHER THAN THE HIGH WATER LINE, 5
 TR0452'1/2 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD ON TOP OF THE
 TR0452'DIKE, 1.2 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A
 TR0452'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 TR0452
 TR0452                          STATION RECOVERY (1960)
 TR0452
 TR0452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0452'THE STATION WAS NOT RECOVERED.  A THOROUGH SEARCH WAS MADE IN THE
 TR0452'AREA INDICATED IN THE DESCRIPTION BUT NO TRACE OF A MARK WAS
 TR0452'FOUND.  THE DIKE HAS BEEN BUILT UP AND MOVED SLIGHTLY AND IT IS
 TR0452'POSSIBLE THAT THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0443 ***********************************************************************
 SD0443  DESIGNATION -  DIKE
 SD0443  PID         -  SD0443
 SD0443  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0443  USGS QUAD   -  GRAYLAND (1994)
 SD0443
 SD0443                         *CURRENT SURVEY CONTROL
 SD0443  ___________________________________________________________________
 SD0443* NAD 83(1991)-  46 50 33.77320(N)    124 04 33.95240(W)     ADJUSTED  
 SD0443* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SD0443  ___________________________________________________________________
 SD0443  LAPLACE CORR-          14.13  (seconds)                    DEFLEC99
 SD0443  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 SD0443
 SD0443  HORZ ORDER  -  SECOND
 SD0443
 SD0443.The horizontal coordinates were established by classical geodetic methods
 SD0443.and adjusted by the National Geodetic Survey in December 1991..
 SD0443
 SD0443.The orthometric height was scaled from a topographic map.
 SD0443
 SD0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0443
 SD0443.The geoid height was determined by GEOID03.
 SD0443
 SD0443;                    North         East     Units Scale Factor Converg.
 SD0443;SPC WA S     -   173,951.179   227,333.150   MT  0.99992469   -2 35 51.6
 SD0443;SPC WA S     -   570,704.83    745,842.18   sFT  0.99992469   -2 35 51.6
 SD0443;UTM  10      - 5,188,247.920   417,949.569   MT  0.99968274   -0 47 06.1
 SD0443
 SD0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0443!SPC WA S     -   1.00000349  x   0.99992469  =   0.99992818
 SD0443!UTM  10      -   1.00000349  x   0.99968274  =   0.99968623
 SD0443
 SD0443:                Primary Azimuth Mark                     Grid Az
 SD0443:SPC WA S     -  KITE                                     028 19 06.0
 SD0443:UTM  10      -  KITE                                     026 30 20.5
 SD0443
 SD0443|---------------------------------------------------------------------|
 SD0443| PID    Reference Object                     Distance      Geod. Az  |
 SD0443|                                                           dddmmss.s |
 SD0443| SD0018 KITE                                APPROX. 2.5 KM 0254314.4 |
 SD0443| DD9605 DIKE RM 1                            24.840 METERS 13134     |
 SD0443| DD9606 DIKE RM 2                            12.412 METERS 29510     |
 SD0443|---------------------------------------------------------------------|
 SD0443
 SD0443                          SUPERSEDED SURVEY CONTROL
 SD0443
 SD0443  NAD 83(1986)-  46 50 33.76576(N)    124 04 33.94733(W) AD(       ) 2
 SD0443  NAD 27      -  46 50 34.43300(N)    124 04 29.33000(W) AD(       ) 2
 SD0443
 SD0443.Superseded values are not recommended for survey control.
 SD0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0443.See file dsdata.txt to determine how the superseded data were derived.
 SD0443
 SD0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1795088248(NAD 83)
 SD0443_MARKER: Z = SEE DESCRIPTION
 SD0443_SETTING: 0 = UNSPECIFIED SETTING
 SD0443
 SD0443  HISTORY     - Date     Condition        Report By
 SD0443  HISTORY     - 1940     MONUMENTED       CGS
 SD0443  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SD0443
 SD0443                          STATION DESCRIPTION
 SD0443
 SD0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (GLB)
 SD0443'ABOUT 1.4 NAUTICAL MILES SW BY WATER FROM THE PILCHARD PLANT IN BAY
 SD0443'CITY, ON THE TOP OF AN ANGLE IN A DIKE, 42 FEET E OF A FENCE CORNER.
 SD0443'
 SD0443'THE STATION IS A 4-INCH CONCRETE-FILLED IRON PIPE WITH STANDARD
 SD0443'DISK, STAMPED DIKE 1940.  IT PROJECTS 6 INCHES ABOVE TOP OF DIKE.
 SD0443'
 SD0443'REFERENCE MARK NO.1 IS 81.55 FEET OR 24.857 METERS SE OF THE
 SD0443'STATION, ON THE TOP OF THE DIKE.  IT IS A STANDARD REFERENCE MARK
 SD0443'DISK, STAMPED DIKE NO.1 1940.  IT PROJECTS 4 INCHES ABOVE THE TOP
 SD0443'OF THE DIKE.  A CEDAR POST TO AID IN FINDING THE REFERENCE MARK IS
 SD0443'8 INCHES N OF IT AND PROJECTS 2 FEET ABOVE THE DIKE.
 SD0443'
 SD0443'REFERENCE MARK NO.2 IS NW OF THE STATION ON THE TOP OF THE DIKE,
 SD0443'2 FEET E OF A FENCE CORNER.  IT IS A STANDARD REFERENCE MARK DISK,
 SD0443'STAMPED DIKE NO.2 1940.  THE MARK PROJECTS 6 INCHES ABOVE THE TOP
 SD0443'OF THE DIKE.
 SD0443'
 SD0443'THE STATION CAN BE REACHED ON FOOT FROM LAIDLOW BY FOLLOWING THE
 SD0443'DIKES AROUND TO IT.
 SD0443'
 SD0443'THE GROUND AT THE STATION IS 7 FEET ABOVE MEAN HIGH WATER.
 SD0443
 SD0443                          STATION RECOVERY (1967)
 SD0443
 SD0443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SD0443'THE STATION AND REFERENCE MARK NO. 1 WERE FOUND AS
 SD0443'DESCRIBED.  REFERENCE MARK NO. 2 WAS SEARCHED FOR, BUT WAS NOT
 SD0443'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1772 ***********************************************************************
 SC1772  DESIGNATION -  DIKE
 SC1772  PID         -  SC1772
 SC1772  STATE/COUNTY-  WA/WAHKIAKUM
 SC1772  USGS QUAD   -  CATHLAMET (1985)
 SC1772
 SC1772                         *CURRENT SURVEY CONTROL
 SC1772  ___________________________________________________________________
 SC1772* NAD 83(1991)-  46 13 41.78009(N)    123 25 23.04812(W)     ADJUSTED  
 SC1772* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC1772  ___________________________________________________________________
 SC1772  LAPLACE CORR-          12.09  (seconds)                    DEFLEC99
 SC1772  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SC1772
 SC1772  HORZ ORDER  -  THIRD
 SC1772
 SC1772.The horizontal coordinates were established by classical geodetic methods
 SC1772.and adjusted by the National Geodetic Survey in December 1991..
 SC1772
 SC1772.The orthometric height was scaled from a topographic map.
 SC1772
 SC1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1772
 SC1772.The geoid height was determined by GEOID03.
 SC1772
 SC1772;                    North         East     Units Scale Factor Converg.
 SC1772;SPC WA S     -   103,649.592   274,568.909   MT  0.99993388   -2 07 23.9
 SC1772;SPC WA S     -   340,057.04    900,814.83   sFT  0.99993388   -2 07 23.9
 SC1772;SPC OR N     -   288,747.950 2,274,536.686   MT  1.00006609   -2 04 22.8
 SC1772;SPC OR N     -   947,335.79  7,462,390.70   iFT  1.00006609   -2 04 22.8
 SC1772;UTM  10      - 5,119,497.589   467,375.783   MT  0.99961308   -0 18 19.8
 SC1772
 SC1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1772!SPC WA S     -   1.00000305  x   0.99993388  =   0.99993693
 SC1772!SPC OR N     -   1.00000305  x   1.00006609  =   1.00006914
 SC1772!UTM  10      -   1.00000305  x   0.99961308  =   0.99961613
 SC1772
 SC1772|---------------------------------------------------------------------|
 SC1772| PID    Reference Object                     Distance      Geod. Az  |
 SC1772|                                                           dddmmss.s |
 SC1772| SC1770 HUNTING IS RANGE REAR LT 1913        90.500 METERS 05826     |
 SC1772| CE3070 DIKE RM 1                            34.940 METERS 06707     |
 SC1772| CE3071 DIKE WM                              23.800 METERS 13513     |
 SC1772| CE3072 DIKE WM 2                            65.150 METERS 15054     |
 SC1772| SC1786 HOUSE S END TENASILLIHEE I CHY      APPROX. 2.4 KM 2085956.5 |
 SC1772| SC1789 HOUSE CHIMNEY                       APPROX. 1.9 KM 3043512.5 |
 SC1772| SC1798 TEN                                 APPROX. 2.9 KM 3071444.8 |
 SC1772| SC1836 LOWER SKUMAQUEA LIGHT               APPROX. 5.3 KM 3252537.4 |
 SC1772|---------------------------------------------------------------------|
 SC1772
 SC1772                          SUPERSEDED SURVEY CONTROL
 SC1772
 SC1772  NAD 83(1991)-  46 13 41.78008(N)    123 25 23.04812(W) AD(       ) 3
 SC1772  NAD 83(1986)-  46 13 41.79409(N)    123 25 23.04164(W) AD(       ) 3
 SC1772  NAD 27      -  46 13 42.40928(N)    123 25 18.57894(W) AD(       ) 3
 SC1772
 SC1772.Superseded values are not recommended for survey control.
 SC1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1772.See file dsdata.txt to determine how the superseded data were derived.
 SC1772
 SC1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6737619498(NAD 83)
 SC1772_MARKER: Z = SEE DESCRIPTION
 SC1772_SETTING: 0 = UNSPECIFIED SETTING
 SC1772
 SC1772  HISTORY     - Date     Condition        Report By
 SC1772  HISTORY     - 1913     MONUMENTED       CGS
 SC1772  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SC1772  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC1772
 SC1772                          STATION DESCRIPTION
 SC1772
 SC1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EBL)
 SC1772'STATION IS ON HUNTING ISLAND, ABOUT 1-1/2 MILES NW OF CATHLAMET,
 SC1772'ON A SMALL DIKE, AND ABOUT 4 FEET ABOVE THE HIGH-WATER MARK.  THIS
 SC1772'STATION IS MARKED BY A STANDARD DISK STATION MARK SET IN AN
 SC1772'IRREGULAR PIER OF CONCRETE, THE TOP OF WHICH IS SPHERICAL IN
 SC1772'SHAPE AND PROJECTS FROM 6 TO 8 INCHES ABOVE THE SURFACE OF THE
 SC1772'GROUND.  THE UNDERGROUND MARK IS A GLASS BOTTLE SET NECK DOWN IN
 SC1772'CONCRETE FROM 2-1/2 TO 3 FEET BELOW THE SURFACE.
 SC1772'
 SC1772'THE REFERENCE MARK IS MARKED BY A STANDARD REFERENCE MARK DISK
 SC1772'SET IN AN IRREGULAR PIER OF CONCRETE, PROJECTING FROM 6 TO 8 INCHES
 SC1772'ABOVE THE SURFACE OF THE GROUND.  AN IRON PIPE EXTENDS DOWNWARD
 SC1772'FROM UNDER THE REFERENCE MARK TO A POINT JUST OVER THE UNDERGROUND
 SC1772'MARK.  THE UNDERGROUND REFERENCE MARK IS A BOTTLE SET NECK DOWN
 SC1772'IN CONCRETE 2-1/2 OR 3 FEET BELOW THE SURFACE.  THERE IS A
 SC1772'TRIANGLE BLAZED ON A WILLOW TREE DISTANT 23.8 METERS IN AZIMUTH
 SC1772'315 DEG 12 MIN, ALSO ONE ON A LARGE SPRUCE TREE NEAR THE RIVER
 SC1772'BANK DISTANT 65.15 METERS IN AZIMUTH 330 DEG 53 MIN.
 SC1772
 SC1772                          STATION RECOVERY (1936)
 SC1772
 SC1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1772'STATION LOST.  DIKE WASHED AWAY AT THIS POINT.
 SC1772
 SC1772                          STATION RECOVERY (1989)
 SC1772
 SC1772'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SC1772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2235 ***********************************************************************
 SC2235  DESIGNATION -  DIKE
 SC2235  PID         -  SC2235
 SC2235  STATE/COUNTY-  WA/PACIFIC
 SC2235  USGS QUAD   -  OMAN RANCH (1984)
 SC2235
 SC2235                         *CURRENT SURVEY CONTROL
 SC2235  ___________________________________________________________________
 SC2235* NAD 83(1991)-  46 23 55.94871(N)    123 50 24.63693(W)     ADJUSTED  
 SC2235* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SC2235  ___________________________________________________________________
 SC2235  LAPLACE CORR-          17.24  (seconds)                    DEFLEC99
 SC2235  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 SC2235
 SC2235  HORZ ORDER  -  THIRD
 SC2235
 SC2235.The horizontal coordinates were established by classical geodetic methods
 SC2235.and adjusted by the National Geodetic Survey in December 1991..
 SC2235
 SC2235.The orthometric height was scaled from a topographic map.
 SC2235
 SC2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2235
 SC2235.The geoid height was determined by GEOID03.
 SC2235
 SC2235;                    North         East     Units Scale Factor Converg.
 SC2235;SPC WA S     -   123,872.027   243,221.749   MT  0.99991986   -2 25 34.6
 SC2235;SPC WA S     -   406,403.48    797,970.02   sFT  0.99991986   -2 25 34.6
 SC2235;UTM  10      - 5,138,709.692   435,412.326   MT  0.99965128   -0 36 30.4
 SC2235
 SC2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2235!SPC WA S     -   1.00000269  x   0.99991986  =   0.99992255
 SC2235!UTM  10      -   1.00000269  x   0.99965128  =   0.99965396
 SC2235
 SC2235|---------------------------------------------------------------------|
 SC2235| PID    Reference Object                     Distance      Geod. Az  |
 SC2235|                                                           dddmmss.s |
 SC2235| CE3074 DIKE RM 2                             8.170 METERS 17814     |
 SC2235| SC2230 OMAN 1939                           APPROX. 1.6 KM 3144520.1 |
 SC2235| CE3073 DIKE RM 1                             6.507 METERS 35318     |
 SC2235|---------------------------------------------------------------------|
 SC2235
 SC2235                          SUPERSEDED SURVEY CONTROL
 SC2235
 SC2235  NAD 83(1991)-  46 23 55.94834(N)    123 50 24.63663(W) AD(       ) 3
 SC2235  NAD 83(1986)-  46 23 55.95200(N)    123 50 24.61683(W) AD(       ) 3
 SC2235  NAD 27      -  46 23 56.57708(N)    123 50 20.05395(W) AD(       ) 3
 SC2235
 SC2235.Superseded values are not recommended for survey control.
 SC2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2235.See file dsdata.txt to determine how the superseded data were derived.
 SC2235
 SC2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3541238710(NAD 83)
 SC2235_MARKER: Z = SEE DESCRIPTION
 SC2235_SETTING: 0 = UNSPECIFIED SETTING
 SC2235
 SC2235  HISTORY     - Date     Condition        Report By
 SC2235  HISTORY     - 1939     MONUMENTED       CGS
 SC2235
 SC2235                          STATION DESCRIPTION
 SC2235
 SC2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2235'THIS STATION IS LOCATED 2-1/2 MILES SE OF JUNCTION OF U.S. HIGHWAYS
 SC2235'101 AND 830, ON TOP OF A DIKE ON E BANK OF NASELLE RIVER, 100
 SC2235'METERS N OF A SMALL BUT SHARP HALF-CIRCLE INDENTATION IN THE DIKE,
 SC2235'8 METERS S OF A LONE TRIPLE TRUNK SPRUCE ON THE DIKE.
 SC2235'
 SC2235'THE SURFACE MARK IS A STANDARD DISK CEMENTED IN 4-INCH CAST-IRON
 SC2235'SOIL PIPE EXTENDING 6 INCHES ABOVE AND 2-1/2 FEET BELOW THE
 SC2235'SURFACE OF THE GROUND.
 SC2235'
 SC2235'THE UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE, AS
 SC2235'DESCRIBED IN NOTE 7A.
 SC2235'
 SC2235'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN 4-INCH CAST-IRON
 SC2235'SOIL PIPES EXTENDING 6 INCHES ABOVE AND 1-1/2 FEET BELOW THE
 SC2235'SURFACE OF THE GROUND.
 SC2235'
 SC2235'STATION MAY BE REACHED BY A DIRT ROAD W OF MILEPOST 64 ON U.S.
 SC2235'HIGHWAY 830, 200 METERS TO END OF ROAD AT FARMHOUSE, THENCE ACROSS
 SC2235'FIELD TO DIKE AND FOLLOWING DIKE 100 METERS PAST HALF-CIRCLE BEND
 SC2235'OPPOSITE SMALL HIGH-WATER ISLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4288 ***********************************************************************
 SY4288  DESIGNATION -  DIKE
 SY4288  PID         -  SY4288
 SY4288  STATE/COUNTY-  WA/KING
 SY4288  USGS QUAD   -  POVERTY BAY (1994)
 SY4288
 SY4288                         *CURRENT SURVEY CONTROL
 SY4288  ___________________________________________________________________
 SY4288* NAD 83(1991)-  47 32 52.61194(N)    122 20 35.20053(W)     ADJUSTED  
 SY4288* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY4288  ___________________________________________________________________
 SY4288  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 SY4288  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SY4288
 SY4288  HORZ ORDER  -  THIRD
 SY4288
 SY4288.The horizontal coordinates were established by classical geodetic methods
 SY4288.and adjusted by the National Geodetic Survey in December 1991..
 SY4288
 SY4288.The orthometric height was scaled from a topographic map.
 SY4288
 SY4288.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4288
 SY4288.The geoid height was determined by GEOID03.
 SY4288
 SY4288;                    North         East     Units Scale Factor Converg.
 SY4288;SPC WA N     -    62,036.767   386,359.819   MT  0.99999140   -1 07 26.6
 SY4288;SPC WA N     -   203,532.29  1,267,582.17   sFT  0.99999140   -1 07 26.6
 SY4288;UTM  10      - 5,266,267.547   549,427.389   MT  0.99963002   +0 29 04.9
 SY4288
 SY4288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4288!SPC WA N     -   1.00000334  x   0.99999140  =   0.99999474
 SY4288!UTM  10      -   1.00000334  x   0.99963002  =   0.99963336
 SY4288
 SY4288|---------------------------------------------------------------------|
 SY4288| PID    Reference Object                     Distance      Geod. Az  |
 SY4288|                                                           dddmmss.s |
 SY4288| CF6519 DIKE RM                                            01302     |
 SY4288| SY4363 CHIMNEY 4                           APPROX. 4.8 KM 0202906.5 |
 SY4288| SY4356 BAYVIEW BREWERY                     APPROX. 3.5 KM 0282005.4 |
 SY4288| SY4396 GEORGETOWN CHURCH CROSS             APPROX. 1.9 KM 0682805.4 |
 SY4288| SY4414 GEORGETOWN SCHOOL FLAGPOLE          APPROX. 2.2 KM 0752735.6 |
 SY4288| SY4409 CHIMNEY 5                           APPROX. 2.0 KM 0813022.0 |
 SY4288| SY4470 SEATTLE ELEC CO HIGH CONC CHIM      APPROX. 2.1 KM 1062247.4 |
 SY4288| SY4411 SEATTLE ELECTRIC CO STEEL STK       APPROX. 2.1 KM 1062417.5 |
 SY4288| SY4376 DENNY CLAY WORKS CHIMNEY            APPROX. 3.7 KM 1153206.0 |
 SY4288| SY4400 CATHOLIC                            APPROX. 3.2 KM 1452802.9 |
 SY4288| SY4338 PARK                                APPROX. 3.0 KM 1521006.9 |
 SY4288| SY4275 BRICKYARD CHIMNEY 3                 APPROX. 1.0 KM 1714324.3 |
 SY4288| SY4318 NORTH BRICKYARD CHIMNEY 2           APPROX. 1.1 KM 3320703.0 |
 SY4288| SY4349 COLBY                               APPROX. 2.7 KM 3361747.8 |
 SY4288| SY4333 NORTH BRICKYARD CHIMNEY 1           APPROX. 2.1 KM 3372928.3 |
 SY4288| SY4346 FISHERS MILL SOUTH FLAGPOLE         APPROX. 3.2 KM 3411034.7 |
 SY4288| SY4450 FISHERS MILL TALL TANK              APPROX. 3.2 KM 3411645.6 |
 SY4288|---------------------------------------------------------------------|
 SY4288
 SY4288                          SUPERSEDED SURVEY CONTROL
 SY4288
 SY4288  NAD 83(1986)-  47 32 52.60618(N)    122 20 35.20729(W) AD(       ) 3
 SY4288  NAD 27      -  47 32 53.25200(N)    122 20 30.75700(W) AD(       ) 3
 SY4288
 SY4288.Superseded values are not recommended for survey control.
 SY4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4288.See file dsdata.txt to determine how the superseded data were derived.
 SY4288
 SY4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4942766268(NAD 83)
 SY4288_MARKER: DS = TRIANGULATION STATION DISK
 SY4288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4288
 SY4288  HISTORY     - Date     Condition        Report By
 SY4288  HISTORY     - 1917     MONUMENTED       CGS
 SY4288  HISTORY     - 1933     MARK NOT FOUND   CGS
 SY4288
 SY4288                          STATION DESCRIPTION
 SY4288
 SY4288'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (JAD)
 SY4288'STATION DIKE IS LOCATED UPON THE TOP OF THE DIKE BUILT ALONG THE W
 SY4288'SIDE OF THE OLD DUWAMISH RIVER ABOUT 1-1/2 STATUTE MILES SOUTHWARD
 SY4288'FROM SPOKANE AVENUE.
 SY4288'
 SY4288'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4288'CONCRETE.
 SY4288'
 SY4288'TO REACH STATION TAKE CITY CAR WEST SEATTLE OR FAUNTLEROY, CHANGE TO
 SY4288'LAKE BURIEN MUNICIPAL LINE AT RIVERSIDE AND GET OFF AT POINT WHERE
 SY4288'CAR LINE RUNS VERY CLOSE TO BARN ON W SIDE OF TRACK.  PASS DOWN BY
 SY4288'TWO HOUSES, ONE BACK OF THE OTHER ON E SIDE OF ROADWAY AND GO E
 SY4288'ACROSS MEADOW ABOUT 150 YARDS TO THE DIKE.
 SY4288'
 SY4288'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 SY4288
 SY4288                          STATION RECOVERY (1933)
 SY4288
 SY4288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FHH)
 SY4288'STATION NOT FOUND.  THE DIKE ALONG THE W BANK OF THE DUWAMISH RIVER
 SY4288'HAS CAVED IN IN NUMEROUS PLACES, AND PILING HAS BEEN DRIVEN TO
 SY4288'PROTECT FROM FURTHER CAVING.  ALSO AN EXTENSIVE FILL HAS BEEN PLACED
 SY4288'BACK OF THIS DIKE IN THIS VICINITY, AND WAS USED AS THE OLD BOEING
 SY4288'AVIATION FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1105 ***********************************************************************
 TR1105  DESIGNATION -  DIKE
 TR1105  PID         -  TR1105
 TR1105  STATE/COUNTY-  WA/SNOHOMISH
 TR1105  USGS QUAD   -  JUNIPER BEACH (1973)
 TR1105
 TR1105                         *CURRENT SURVEY CONTROL
 TR1105  ___________________________________________________________________
 TR1105* NAD 83(1991)-  48 13 37.30998(N)    122 22 56.26148(W)     ADJUSTED  
 TR1105* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1105  ___________________________________________________________________
 TR1105  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 TR1105  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 TR1105
 TR1105  HORZ ORDER  -  THIRD
 TR1105
 TR1105.The horizontal coordinates were established by classical geodetic methods
 TR1105.and adjusted by the National Geodetic Survey in December 1991..
 TR1105
 TR1105.The orthometric height was scaled from a topographic map.
 TR1105
 TR1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1105
 TR1105.The geoid height was determined by GEOID03.
 TR1105
 TR1105;                    North         East     Units Scale Factor Converg.
 TR1105;SPC WA N     -   137,582.719   384,930.477   MT  0.99994406   -1 09 11.6
 TR1105;SPC WA N     -   451,385.97  1,262,892.74   sFT  0.99994406   -1 09 11.6
 TR1105;UTM  10      - 5,341,718.659   545,875.397   MT  0.99962586   +0 27 38.5
 TR1105
 TR1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1105!SPC WA N     -   1.00000293  x   0.99994406  =   0.99994699
 TR1105!UTM  10      -   1.00000293  x   0.99962586  =   0.99962879
 TR1105
 TR1105|---------------------------------------------------------------------|
 TR1105| PID    Reference Object                     Distance      Geod. Az  |
 TR1105|                                                           dddmmss.s |
 TR1105| CF8610 DIKE RM 1                            12.290 METERS 02236     |
 TR1105| TR1070 STANWOOD NORWEG LUTH CH STPL        APPROX. 2.2 KM 0321125.6 |
 TR1105| TR1069 STANWOOD SAWMILL WATER TANK         APPROX. 1.8 KM 0372600.6 |
 TR1105| CF8611 DIKE RM 2                             7.608 METERS 07832     |
 TR1105| TR1072 GILFORD 2                           APPROX. 7.0 KM 1721526.5 |
 TR1105| TR1108 STANWOOD S PASS ENT DAY MARKER      APPROX. 2.4 KM 2142912.6 |
 TR1105|---------------------------------------------------------------------|
 TR1105
 TR1105                          SUPERSEDED SURVEY CONTROL
 TR1105
 TR1105  NAD 83(1986)-  48 13 37.31367(N)    122 22 56.26377(W) AD(       ) 3
 TR1105  NAD 27      -  48 13 37.95400(N)    122 22 51.70700(W) AD(       ) 3
 TR1105
 TR1105.Superseded values are not recommended for survey control.
 TR1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1105.See file dsdata.txt to determine how the superseded data were derived.
 TR1105
 TR1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4587541719(NAD 83)
 TR1105_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1105
 TR1105  HISTORY     - Date     Condition        Report By
 TR1105  HISTORY     - 1924     MONUMENTED       CGS
 TR1105  HISTORY     - 1934     SEE DESCRIPTION  WAGS
 TR1105  HISTORY     - 1957     SEE DESCRIPTION  LOCENG
 TR1105  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1105  HISTORY     - 19991227 MARK NOT FOUND   USPSQD
 TR1105
 TR1105                          STATION DESCRIPTION
 TR1105
 TR1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 TR1105'STATION IS AT THE HEAD OF PORT SUSAN, AND IS ABOUT 100 YARDS E OF
 TR1105'WHAT IS KNOWN AS SOUTH PASS.  IT IS ABOUT 300 YARDS N OF THE
 TR1105'MOUTH OF SOUTH PASS.  THE STATION IS ABOUT 1-1/4 MILES S OF THE
 TR1105'CITY OF STANWOOD.  AN UNPAINTED BARN, THE MOST SOUTHERLY BUILDING
 TR1105'ALONG THE SOUTH PASS, IS ABOUT 150 YARDS E OF THE STATION MARK.
 TR1105'THE STATION MARK IS AT THE CORNER OF THE TOP OF THE DIKE AT THIS
 TR1105'POINT.
 TR1105'
 TR1105'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1105'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 TR1105
 TR1105                          STATION RECOVERY (1934)
 TR1105
 TR1105'RECOVERY NOTE BY WASHINGTON GEODETIC SURVEY 1934
 TR1105'EXISTING DESCRIPTION CORRECT AND SUFFICIENT.  TRIANGULATION
 TR1105'STATION AND REFERENCE MONUMENTS IN GOOD CONDITION.
 TR1105
 TR1105                          STATION RECOVERY (1957)
 TR1105
 TR1105'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 TR1105'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 TR1105'FOLLOWING DESCRIPTION SHOULD BE ADDED TO THE EXISTING INADEQUATE
 TR1105'DESCRIPTION--
 TR1105'
 TR1105'THE STATION IS LOCATED ON THE INSIDE SHOULDER, AT THE CORNER OF
 TR1105'THE OLD DIKE, APPROXIMATELY 0.5 FT. BELOW THE SURFACE.  A NEW
 TR1105'DIKE HAS BEEN ADDED TO THE NW MAKING A T-INTERSECTION AT THE
 TR1105'LOCATION OF THE STATION.  THE REFERENCE MARKS WERE NOT FOUND.
 TR1105
 TR1105                          STATION RECOVERY (1960)
 TR1105
 TR1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1105'A THOROUGH SEARCH WAS MADE IN THE AREA INDICATED BY THE DESCRIPTION
 TR1105'BUT NO MARKS WERE FOUND.  THE RECENT CONSTRUCTION ON THE DIKE MAY
 TR1105'HAVE COVERED THE STATION AND THE REFERENCE MARKS.
 TR1105
 TR1105                          STATION RECOVERY (1999)
 TR1105
 TR1105'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR1105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1480 ***********************************************************************
 SW1480  DESIGNATION -  DIKE
 SW1480  PID         -  SW1480
 SW1480  STATE/COUNTY-  WA/GRANT
 SW1480  USGS QUAD   -  SIELER (1978)
 SW1480
 SW1480                         *CURRENT SURVEY CONTROL
 SW1480  ___________________________________________________________________
 SW1480* NAD 83(1991)-  47 04 07.92437(N)    119 12 29.56270(W)     ADJUSTED  
 SW1480* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 SW1480  ___________________________________________________________________
 SW1480  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 SW1480  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 SW1480
 SW1480  HORZ ORDER  -  SECOND
 SW1480
 SW1480.The horizontal coordinates were established by classical geodetic methods
 SW1480.and adjusted by the National Geodetic Survey in December 1991..
 SW1480
 SW1480.The orthometric height was scaled from a topographic map.
 SW1480
 SW1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1480
 SW1480.The geoid height was determined by GEOID03.
 SW1480
 SW1480;                    North         East     Units Scale Factor Converg.
 SW1480;SPC WA S     -   193,712.326   598,112.654   MT  0.99995024   +0 56 18.1
 SW1480;SPC WA S     -   635,537.86  1,962,307.93   sFT  0.99995024   +0 56 18.1
 SW1480;UTM  11      - 5,215,183.332   332,338.203   MT  0.99994550   -1 37 01.8
 SW1480
 SW1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1480!SPC WA S     -   0.99994744  x   0.99995024  =   0.99989768
 SW1480!UTM  11      -   0.99994744  x   0.99994550  =   0.99989294
 SW1480
 SW1480:                Primary Azimuth Mark                     Grid Az
 SW1480:SPC WA S     -  WHEELER U AND I SUGAR REF STK            004 27 36.1
 SW1480:UTM  11      -  WHEELER U AND I SUGAR REF STK            007 00 56.0
 SW1480
 SW1480|---------------------------------------------------------------------|
 SW1480| PID    Reference Object                     Distance      Geod. Az  |
 SW1480|                                                           dddmmss.s |
 SW1480| SW1486 WHEELER U AND I SUGAR REF STK       APPROX. 6.3 KM 0052354.2 |
 SW1480| CF1345 DIKE RM 3                            15.188 METERS 06520     |
 SW1480| CF1343 DIKE RM 1                            17.645 METERS 20743     |
 SW1480| CF1344 DIKE RM 2                            11.900 METERS 31151     |
 SW1480|---------------------------------------------------------------------|
 SW1480
 SW1480                          SUPERSEDED SURVEY CONTROL
 SW1480
 SW1480  NAD 83(1986)-  47 04 07.93425(N)    119 12 29.55535(W) AD(       ) 2
 SW1480  NAD 27      -  47 04 08.41850(N)    119 12 25.48490(W) AD(       ) 2
 SW1480
 SW1480.Superseded values are not recommended for survey control.
 SW1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1480.See file dsdata.txt to determine how the superseded data were derived.
 SW1480
 SW1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN3233815183(NAD 83)
 SW1480_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1480+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 SW1480
 SW1480  HISTORY     - Date     Condition        Report By
 SW1480  HISTORY     - 1958     MONUMENTED       CGS
 SW1480  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SW1480  HISTORY     - 1980     GOOD             NGS
 SW1480  HISTORY     - 20030419 GOOD             USPSQD
 SW1480
 SW1480                          STATION DESCRIPTION
 SW1480
 SW1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SW1480'THE STATION IS ABOUT 5 MILES SOUTHEAST OF MOSES LAKE, AT THE FOOT
 SW1480'OF THE LEVEE ON THE WEST SIDE OF AN IRRIGATION CANAL, AND ABOUT
 SW1480'0.5 MILE NORTHEAST OF THE MC DONALD RAILROAD SIDING AND SETTLEMENT.
 SW1480'
 SW1480'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY
 SW1480'11G, WHERE AN OVERPASS IS NOW UNDER CONSTRUCTION AT THE SOUTHEAST
 SW1480'EDGE OF MOSES LAKE, BY GOING SOUTHEAST TOWARD OTHELLO ON STATE
 SW1480'HIGHWAY 11G FOR 2.8 MILES TO A CONCRETE BRIDGE OVER THE IRRIGATION
 SW1480'CANAL AND THE STATION ON THE RIGHT.
 SW1480'
 SW1480'THE STATION MARK IS A STANDARD DISK STAMPED DIKE 1957, SET IN A
 SW1480'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 68
 SW1480'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 11G, 49 FEET SOUTHWEST
 SW1480'OF THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE OVER THE IRRIGATION
 SW1480'CANAL, 8 FEET NORTH OF A WHITE WITNESS POST, AND 6 FEET WEST OF
 SW1480'THE FOOT OF THE DIKE OF THE IRRIGATION CANAL.
 SW1480'
 SW1480'RM 1 IS A STANDARD DISK STAMPED DIKE NO 1 1957, SET IN A 12-INCH
 SW1480'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS IN
 SW1480'THE FOOT OF THE DIKE, 50 FEET SOUTH OF THE FENCE-LINE AND ABOUT
 SW1480'1 FOOT HIGHER THAN THE STATION MARK.
 SW1480'
 SW1480'RM 2 IS A STANDARD DISK STAMPED DIKE NO 2 1957, SET IN A 12-INCH
 SW1480'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 18 INCHES
 SW1480'NORTH OF THE FENCE LINE AND 39 FEET WEST OF THE WHITE WITNESS POST.
 SW1480
 SW1480                          STATION RECOVERY (1967)
 SW1480
 SW1480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW1480'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED, REFERENCE
 SW1480'MARK NO. 1 WAS NOT FOUND, REFERENCE MARK NO. 3 WAS ESTABLISHED,
 SW1480'COMPLETE DESCRIPTION FOLLOWS--
 SW1480'
 SW1480'THE STATION IS 4-1/2 MILES SOUTHEAST OF MOSES LAKE, 2 MILES SOUTH
 SW1480'OF INTERSTATE HIGHWAY 90 ON THE SOUTHWEST SIDE OF STATE HIGHWAY
 SW1480'17 AND NORTHWEST SIDE OF AN IRRIGATION CANAL IN THE NORTHWEST
 SW1480'QUARTER OF SECTION 8, T 18 N, R 29 E.
 SW1480'
 SW1480'THE STATION MARK STAMPED, DIKE 1957, IS A STANDARD DISK SET IN
 SW1480'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 68.5 FEET
 SW1480'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 17 AND 3 FEET LOWER THAN
 SW1480'THE ROAD, 48.5 FEET WEST-SOUTHWEST OF THE WEST CORNER OF THE
 SW1480'CONCRETE BRIDGE OVER AN IRRIGATION CANAL, 15 FEET NORTHWEST OF A
 SW1480'3 FOOT HIGH CONCRETE POST ON THE CANAL BANK, 8 FEET NORTHEAST OF
 SW1480'A WIRE FENCE AND 6 FEET NORTHWEST OF THE BOTTOM OF THE DIKE
 SW1480'ALONG THE CANAL.  A METAL WITNESS POST WAS SET 1 FOOT WEST OF
 SW1480'THE MARK.
 SW1480'
 SW1480'REFERENCE MARK NO. 2 STAMPED, DIKE NO 2 1957, IS A STANDARD DISK
 SW1480'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 74
 SW1480'FEET WEST OF THE WEST CORNER OF THE CONCRETE BRIDGE, 73 FEET
 SW1480'SOUTHWEST OF THE CENTER OF THE HIGHWAY, AND 1.5 FEET NORTHWEST OF
 SW1480'A METAL FENCE POST.
 SW1480'
 SW1480'REFERENCE MARK NO. 3 STAMPED, DIKE 1957 NO 3 1967, IS A STANDARD
 SW1480'DISK SET IN THE NORTHWEST END OF THE CONCRETE FOOTING FOR THE
 SW1480'SOUTHWEST BANISTER OF THE CONCRETE BRIDGE OVER THE IRRIGATION
 SW1480'CANAL.  THE MARK IS 4 INCHES NORTHWEST OF THE NORTHEAST CORNER OF
 SW1480'THE BANISTER AND 8 INCHES ABOVE THE SURFACE OF THE ROAD.
 SW1480'
 SW1480'REACHED FROM THE OVERPASS AT THE INTERSECTION OF INTERSTATE
 SW1480'HIGHWAY 90 ON STATE HIGHWAY 17 AT THE SOUTHEAST EDGE OF MOSES
 SW1480'LAKE BY GOING SOUTHEAST ON STATE HIGHWAY 17 FOR 2.8 MILES TO A
 SW1480'CONCRETE BRIDGE OVER AN IRRIGATION CANAL AND THE STATION ON THE
 SW1480'RIGHT.
 SW1480
 SW1480                          STATION RECOVERY (1980)
 SW1480
 SW1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SW1480'THE STATION MARK, REFERENCE MARK 2 AND REFERENCE MARK 3 WERE
 SW1480'RECOVERED IN GOOD CONDITION.  THE DIKE ROAD HAS BEEN BUILT UP AND
 SW1480'THE STATION MARK WAS FOUND 3 FEET BELOW THE SURFACE.  THE POINT
 SW1480'WAS HELD AND A NEW SURFACE DISK SET.  THE DISTANCE AND DIRECTION
 SW1480'TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1967 DATA.  A
 SW1480'COMPLETE NEW DESCRIPTION FOLLOWS.
 SW1480'
 SW1480'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF MOSES LAKE, ON THE
 SW1480'WEST SHOULDER OF A CANAL ACCESS ROAD IN SEC 8 T18N R29E.
 SW1480'
 SW1480'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 SW1480'STATE HIGHWAY 17 AT THE SOUTHEAST EDGE OF MOSES LAKE GO SOUTH ON
 SW1480'STATE HIGHWAY 17 FOR 2.7 MILES TO A BRIDGE OVER A CANAL AND THE
 SW1480'STATION ON THE RIGHT NEAR THE NORTH END OF THE BRIDGE.
 SW1480'
 SW1480'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 SW1480'---DIKE 1957 1980------SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 SW1480'30 CM (12 INCHES) IN DIAMETER PROJECTING 20 CM (8 INCHES) ABOVE THE
 SW1480'GROUND LOCATED 21.03 METERS (69 FEET) W FROM THE CENTER OF THE
 SW1480'HIGHWAY, 14.94 METERS (49 FEET) W FROM THE NORTHWEST END OF THE
 SW1480'BRIDGE, 3.35 METERS (11 FEET) NE FROM THE END OF THE RIGHT OF WAY
 SW1480'FENCE, 2.44 METERS (8 FEET) E FROM THE RIGHT OF WAY FENCE, AND 0.61
 SW1480'METER (2 FEET) E FROM A METAL WITNESS POST.
 SW1480'
 SW1480'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SW1480'NOS) DISK STAMPED---DIKE NO 2 1957------SET INTO THE TOP OF A
 SW1480'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE
 SW1480'GROUND LOCATED 22.56 METERS (74 FEET) NW FROM THE NORTHWEST CORNER OF
 SW1480'THE BRIDGE, 22.40 METERS (73.5 FEET) W FROM THE CENTER OF THE ROAD,
 SW1480'0.91 METER (3 FEET) E FROM A RIGHT OF WAY FENCE, 0.30 METER (1 FOOT)
 SW1480'E FROM A METAL WITNESS POST, AND 1.5 METERS (5 FEET) LOWER THAN THE
 SW1480'STATION.
 SW1480'
 SW1480'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SW1480'NOS) DISK STAMPED---DIKE 1957 NO 3 1967------SET IN A DRILL HOLE IN
 SW1480'THE NORTHWEST END OF THE ABUTMENT OF A CONCRETE BRIDGE OVER A CANAL
 SW1480'AND LOCATED 0.15 METER (0.5 FOOT) S FROM THE NORTH END OF THE BRIDGE,
 SW1480'0.30 METER (1 FOOT) ABOVE THE ROAD, 091 METERS
 SW1480'HIGHER THAN THE STATION.
 SW1480
 SW1480                          STATION RECOVERY (2003)
 SW1480
 SW1480'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEL)
 SW1480'RECOVERED MARKER AND WITNESS POST.  ALSO RM2 WITH WITNESS POST.  RM3
 SW1480'WAS NOT FOUND, BRIDGE ABUTMENT APPREARS TO HAVE BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1490 ***********************************************************************
 SC1490  DESIGNATION -  DIKE 42.0 WEST END DOLPHIN
 SC1490  PID         -  SC1490
 SC1490  STATE/COUNTY-  WA/COWLITZ
 SC1490  USGS QUAD   -  RAINIER (1990)
 SC1490
 SC1490                         *CURRENT SURVEY CONTROL
 SC1490  ___________________________________________________________________
 SC1490* NAD 83(1991)-  46 03 37.40683(N)    122 52 48.57248(W)     ADJUSTED  
 SC1490* NAVD 88     -                                                        
 SC1490  ___________________________________________________________________
 SC1490  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 SC1490  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SC1490
 SC1490  HORZ ORDER  -  THIRD
 SC1490
 SC1490.The horizontal coordinates were established by classical geodetic methods
 SC1490.and adjusted by the National Geodetic Survey in December 1991..
 SC1490
 SC1490
 SC1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1490
 SC1490.The geoid height was determined by GEOID03.
 SC1490
 SC1490;                    North         East     Units Scale Factor Converg.
 SC1490;SPC WA S     -    83,590.802   315,861.724   MT  0.99995626   -1 43 44.2
 SC1490;SPC WA S     -   274,247.49  1,036,289.67   sFT  0.99995626   -1 43 44.2
 SC1490;SPC OR N     -   268,720.129 2,315,849.429   MT  1.00001592   -1 41 16.7
 SC1490;SPC OR N     -   881,627.72  7,597,931.20   iFT  1.00001592   -1 41 16.7
 SC1490;UTM  10      - 5,100,764.339   509,269.463   MT  0.99960106   +0 05 10.7
 SC1490
 SC1490                          SUPERSEDED SURVEY CONTROL
 SC1490
 SC1490  NAD 83(1991)-  46 03 37.40683(N)    122 52 48.57249(W) AD(       ) 4
 SC1490  NAD 83(1986)-  46 03 37.42281(N)    122 52 48.56786(W) AD(       ) 4
 SC1490  NAD 27      -  46 03 38.01321(N)    122 52 44.17740(W) AD(       ) 3
 SC1490
 SC1490.Superseded values are not recommended for survey control.
 SC1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1490.See file dsdata.txt to determine how the superseded data were derived.
 SC1490
 SC1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0926900764(NAD 83)
 SC1490
 SC1490  HISTORY     - Date     Condition        Report By
 SC1490  HISTORY     - 1937     MONUMENTED       CGS
 SC1490  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1490
 SC1490                          STATION DESCRIPTION
 SC1490
 SC1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1490'THIS STATION IS ONE OF THE CENTERS OF HIGHER PILES RISING FROM
 SC1490'MIDDLE OF 7-PILE DOLPHINS, THE LATTERS SITUATED AT DESIGNATED
 SC1490'ENDS OF THE DIKES.  (SEE LISTING DOLPHINS, VARIOUS DIKES)
 SC1490
 SC1490                          STATION RECOVERY (1949)
 SC1490
 SC1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1490'STATION IS LOST.  DOLPHIN HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1482 ***********************************************************************
 SC1482  DESIGNATION -  DIKE 42.4 WEST END DOLPHIN
 SC1482  PID         -  SC1482
 SC1482  STATE/COUNTY-  WA/COWLITZ
 SC1482  USGS QUAD   -  RAINIER (1990)
 SC1482
 SC1482                         *CURRENT SURVEY CONTROL
 SC1482  ___________________________________________________________________
 SC1482* NAD 83(1991)-  46 03 57.89451(N)    122 53 00.29789(W)     ADJUSTED  
 SC1482* NAVD 88     -                                                        
 SC1482  ___________________________________________________________________
 SC1482  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 SC1482  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SC1482
 SC1482  HORZ ORDER  -  THIRD
 SC1482
 SC1482.The horizontal coordinates were established by classical geodetic methods
 SC1482.and adjusted by the National Geodetic Survey in December 1991..
 SC1482
 SC1482
 SC1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1482
 SC1482.The geoid height was determined by GEOID03.
 SC1482
 SC1482;                    North         East     Units Scale Factor Converg.
 SC1482;SPC WA S     -    84,230.666   315,628.933   MT  0.99995536   -1 43 52.7
 SC1482;SPC WA S     -   276,346.78  1,035,525.92   sFT  0.99995536   -1 43 52.7
 SC1482;SPC OR N     -   269,359.865 2,315,616.166   MT  1.00001748   -1 41 25.0
 SC1482;SPC OR N     -   883,726.59  7,597,165.90   iFT  1.00001748   -1 41 25.0
 SC1482;UTM  10      - 5,101,396.283   509,016.610   MT  0.99960100   +0 05 02.2
 SC1482
 SC1482                          SUPERSEDED SURVEY CONTROL
 SC1482
 SC1482  NAD 83(1991)-  46 03 57.89451(N)    122 53 00.29789(W) AD(       ) 4
 SC1482  NAD 83(1986)-  46 03 57.91058(N)    122 53 00.29332(W) AD(       ) 4
 SC1482  NAD 27      -  46 03 58.50127(N)    122 52 55.90227(W) AD(       ) 3
 SC1482
 SC1482.Superseded values are not recommended for survey control.
 SC1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1482.See file dsdata.txt to determine how the superseded data were derived.
 SC1482
 SC1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0901701396(NAD 83)
 SC1482
 SC1482  HISTORY     - Date     Condition        Report By
 SC1482  HISTORY     - 1937     MONUMENTED       CGS
 SC1482  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1482
 SC1482                          STATION DESCRIPTION
 SC1482
 SC1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1482'THIS STATION IS ONE OF THE CENTERS OF HIGHER PILES RISING FROM
 SC1482'MIDDLE OF 7-PILE DOLPHINS, THE LATTERS SITUATED AT DESIGNATED
 SC1482'ENDS OF THE DIKES (SEE DOLPHINS, VARIOUS DIKES FOR FURTHER LISTING)
 SC1482
 SC1482                          STATION RECOVERY (1949)
 SC1482
 SC1482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1482'STATION IS LOST.  DOLPHIN HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1392 ***********************************************************************
 SC1392  DESIGNATION -  DIKE 44.2 EAST END DOLPHIN
 SC1392  PID         -  SC1392
 SC1392  STATE/COUNTY-  WA/COWLITZ
 SC1392  USGS QUAD   -  RAINIER (1990)
 SC1392
 SC1392                         *CURRENT SURVEY CONTROL
 SC1392  ___________________________________________________________________
 SC1392* NAD 83(1991)-  46 05 23.14588(N)    122 54 08.69164(W)     ADJUSTED  
 SC1392* NAVD 88     -                                                        
 SC1392  ___________________________________________________________________
 SC1392  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 SC1392  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 SC1392
 SC1392  HORZ ORDER  -  THIRD
 SC1392
 SC1392.The horizontal coordinates were established by classical geodetic methods
 SC1392.and adjusted by the National Geodetic Survey in December 1991..
 SC1392
 SC1392
 SC1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1392
 SC1392.The geoid height was determined by GEOID03.
 SC1392
 SC1392;                    North         East     Units Scale Factor Converg.
 SC1392;SPC WA S     -    86,906.111   314,239.914   MT  0.99995173   -1 44 42.4
 SC1392;SPC WA S     -   285,124.47  1,030,968.78   sFT  0.99995173   -1 44 42.4
 SC1392;SPC OR N     -   272,034.490 2,314,225.131   MT  1.00002407   -1 42 13.5
 SC1392;SPC OR N     -   892,501.61  7,592,602.14   iFT  1.00002407   -1 42 13.5
 SC1392;UTM  10      - 5,104,025.455   507,544.055   MT  0.99960070   +0 04 13.1
 SC1392
 SC1392                          SUPERSEDED SURVEY CONTROL
 SC1392
 SC1392  NAD 83(1991)-  46 05 23.14588(N)    122 54 08.69165(W) AD(       ) 4
 SC1392  NAD 83(1986)-  46 05 23.16238(N)    122 54 08.68766(W) AD(       ) 4
 SC1392  NAD 27      -  46 05 23.75409(N)    122 54 04.29351(W) AD(       ) 3
 SC1392
 SC1392.Superseded values are not recommended for survey control.
 SC1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1392.See file dsdata.txt to determine how the superseded data were derived.
 SC1392
 SC1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0754404025(NAD 83)
 SC1392
 SC1392  HISTORY     - Date     Condition        Report By
 SC1392  HISTORY     - UNK      MONUMENTED
 SC1392  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1392
 SC1392                          STATION DESCRIPTION
 SC1392
 SC1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1392'STATION LOST.  DOLPHIN ROTTED OFF AT WATER SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1506 ***********************************************************************
 SC1506  DESIGNATION -  DIKE 49.4 DOLPHIN SOUTH END
 SC1506  PID         -  SC1506
 SC1506  STATE/COUNTY-  WA/COWLITZ
 SC1506  USGS QUAD   -  KELSO (1990)
 SC1506
 SC1506                         *CURRENT SURVEY CONTROL
 SC1506  ___________________________________________________________________
 SC1506* NAD 83(1991)-  46 07 59.12111(N)    122 59 45.85272(W)     ADJUSTED  
 SC1506* NAVD 88     -                                                        
 SC1506  ___________________________________________________________________
 SC1506  LAPLACE CORR-          -5.97  (seconds)                    DEFLEC99
 SC1506  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SC1506
 SC1506  HORZ ORDER  -  THIRD
 SC1506
 SC1506.The horizontal coordinates were established by classical geodetic methods
 SC1506.and adjusted by the National Geodetic Survey in December 1991..
 SC1506
 SC1506
 SC1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1506
 SC1506.The geoid height was determined by GEOID03.
 SC1506
 SC1506;                    North         East     Units Scale Factor Converg.
 SC1506;SPC WA S     -    91,944.202   307,152.971   MT  0.99994553   -1 48 47.3
 SC1506;SPC WA S     -   301,653.60  1,007,717.71   sFT  0.99994553   -1 48 47.3
 SC1506;SPC OR N     -   277,067.778 2,307,133.905   MT  1.00003658   -1 46 12.6
 SC1506;SPC OR N     -   909,015.02  7,569,336.96   iFT  1.00003658   -1 46 12.6
 SC1506;UTM  10      - 5,108,834.795   500,303.563   MT  0.99960000   +0 00 10.2
 SC1506
 SC1506                          SUPERSEDED SURVEY CONTROL
 SC1506
 SC1506  NAD 83(1991)-  46 07 59.12111(N)    122 59 45.85272(W) AD(       ) 4
 SC1506  NAD 83(1986)-  46 07 59.13783(N)    122 59 45.85072(W) AD(       ) 4
 SC1506  NAD 27      -  46 07 59.73243(N)    122 59 41.44440(W) AD(       ) 3
 SC1506
 SC1506.Superseded values are not recommended for survey control.
 SC1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1506.See file dsdata.txt to determine how the superseded data were derived.
 SC1506
 SC1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0030408835(NAD 83)
 SC1506_MARKER: 12 = DOLPHIN
 SC1506
 SC1506  HISTORY     - Date     Condition        Report By
 SC1506  HISTORY     - 1936     FIRST OBSERVED   CGS
 SC1506  HISTORY     - 1949     GOOD             CGS
 SC1506
 SC1506                          STATION DESCRIPTION
 SC1506
 SC1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1506'THIS TRIANGULATION STATION IS ONE OF THE VERTICAL PROJECTING CENTER
 SC1506'PILING OF THE DESCRIBED DOLPHINS.  (SEE DOLPHINS, VARIOUS DIKES
 SC1506'BETWEEN BRADWOOD AND LONGVIEW FOR FURTHER LISTING)
 SC1506
 SC1506                          STATION RECOVERY (1949)
 SC1506
 SC1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1506'THE STATION IS THE CENTER OF A THREE-PILE GROUP LOCATED IN THE
 SC1506'COLUMBIA RIVER, ABOUT 2.0 MILES W OF LONGVIEW, ABOUT 0.5 MILE N OF
 SC1506'A SMALL ISLAND, AND ABOUT 0.4 MILE NW OF A ROCK QUARRY.  IT LIES N
 SC1506'OF THE MAIN CHANNEL OF THE COLUMBIA, AT THE END OF A DIKE, AND ABOUT
 SC1506'30 METERS OFFSHORE.  THE DOLPHIN IS IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1741 ***********************************************************************
 SC1741  DESIGNATION -  DIKE 67.0 DOLPHIN NORTH END
 SC1741  PID         -  SC1741
 SC1741  STATE/COUNTY-  WA/WAHKIAKUM
 SC1741  USGS QUAD   -  NASSA POINT (1985)
 SC1741
 SC1741                         *CURRENT SURVEY CONTROL
 SC1741  ___________________________________________________________________
 SC1741* NAD 83(1991)-  46 09 00.72557(N)    123 18 56.37281(W)     ADJUSTED  
 SC1741* NAVD 88     -                                                        
 SC1741  ___________________________________________________________________
 SC1741  LAPLACE CORR-           7.06  (seconds)                    DEFLEC99
 SC1741  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 SC1741
 SC1741  HORZ ORDER  -  THIRD
 SC1741
 SC1741.The horizontal coordinates were established by classical geodetic methods
 SC1741.and adjusted by the National Geodetic Survey in December 1991..
 SC1741
 SC1741
 SC1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1741
 SC1741.The geoid height was determined by GEOID03.
 SC1741
 SC1741;                    North         East     Units Scale Factor Converg.
 SC1741;SPC WA S     -    94,676.363   282,539.224   MT  0.99994323   -2 02 43.0
 SC1741;SPC WA S     -   310,617.37    926,964.10   sFT  0.99994323   -2 02 43.0
 SC1741;SPC OR N     -   279,780.560 2,282,515.652   MT  1.00004168   -1 59 48.6
 SC1741;SPC OR N     -   917,915.22  7,488,568.41   iFT  1.00004168   -1 59 48.6
 SC1741;UTM  10      - 5,110,784.558   475,624.011   MT  0.99960730   -0 13 39.5
 SC1741
 SC1741                          SUPERSEDED SURVEY CONTROL
 SC1741
 SC1741  NAD 83(1991)-  46 09 00.72557(N)    123 18 56.37281(W) AD(       ) 4
 SC1741  NAD 83(1986)-  46 09 00.74277(N)    123 18 56.36626(W) AD(       ) 4
 SC1741  NAD 27      -  46 09 01.34249(N)    123 18 51.92177(W) AD(       ) 3
 SC1741
 SC1741.Superseded values are not recommended for survey control.
 SC1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1741.See file dsdata.txt to determine how the superseded data were derived.
 SC1741
 SC1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7562410785(NAD 83)
 SC1741
 SC1741  HISTORY     - Date     Condition        Report By
 SC1741  HISTORY     - 1936     MONUMENTED       CGS
 SC1741  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1741  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC1741
 SC1741                          STATION DESCRIPTION
 SC1741
 SC1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1741'THE TRIANGULATION STATION IS THE VERTICAL PROJECTING CENTER PILING
 SC1741'OF THE DOLPHIN.
 SC1741
 SC1741                          STATION RECOVERY (1949)
 SC1741
 SC1741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1741'STATION RECOVERED.  THE DOLPHIN IS IN VERY POOR CONDITION AND WILL
 SC1741'NOT LAST MUCH LONGER.  IT IS AT THE N END OF DIKE 67.0.
 SC1741
 SC1741                          STATION RECOVERY (1989)
 SC1741
 SC1741'RECOVERY NOTE BY US POWER SQUADRON 1989 (THC)
 SC1741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0453 ***********************************************************************
 TR0453  DESIGNATION -  DIKE RM 1
 TR0453  PID         -  TR0453
 TR0453  STATE/COUNTY-  WA/ISLAND
 TR0453  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0453
 TR0453                         *CURRENT SURVEY CONTROL
 TR0453  ___________________________________________________________________
 TR0453* NAD 83(1986)-  48 17 40.     (N)    122 37 03.     (W)     SCALED    
 TR0453* NAVD 88     -         5.787  (meters)      18.99   (feet)  ADJUSTED  
 TR0453  ___________________________________________________________________
 TR0453  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 TR0453  DYNAMIC HT  -           5.788 (meters)      18.99  (feet)  COMP
 TR0453  MODELED GRAV-     980,842.6   (mgal)                       NAVD 88
 TR0453
 TR0453  VERT ORDER  -  FIRST     CLASS II
 TR0453
 TR0453.This mark is at Oak Harbor Air Park  (76S)
 TR0453
 TR0453.The horizontal coordinates were scaled from a topographic map and have
 TR0453.an estimated accuracy of +/- 6 seconds.
 TR0453
 TR0453.The orthometric height was determined by differential leveling
 TR0453.and adjusted by the National Geodetic Survey in June 1991..
 TR0453
 TR0453.The geoid height was determined by GEOID03.
 TR0453
 TR0453.The dynamic height is computed by dividing the NAVD 88
 TR0453.geopotential number by the normal gravity value computed on the
 TR0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0453.degrees latitude (g = 980.6199 gals.).
 TR0453
 TR0453.The modeled gravity was interpolated from observed gravity values.
 TR0453
 TR0453;                    North         East    Units  Estimated Accuracy
 TR0453;SPC WA N     -   145,460.      367,630.      MT  (+/- 180 meters Scaled)
 TR0453
 TR0453                          SUPERSEDED SURVEY CONTROL
 TR0453
 TR0453  NGVD 29 (??/??/92)    4.643  (m)           15.23   (f) ADJ UNCH    1 2
 TR0453
 TR0453.Superseded values are not recommended for survey control.
 TR0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0453.See file dsdata.txt to determine how the superseded data were derived.
 TR0453
 TR0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU283490(NAD 83)
 TR0453_MARKER: DR = REFERENCE MARK DISK
 TR0453_SETTING: 80 = SET IN A BOULDER
 TR0453_STAMPING: R M NO 1
 TR0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0453+STABILITY: SURFACE MOTION
 TR0453
 TR0453  HISTORY     - Date     Condition        Report By
 TR0453  HISTORY     - 1951     MONUMENTED       CGS
 TR0453  HISTORY     - 1952     GOOD             NGS
 TR0453
 TR0453                          STATION DESCRIPTION
 TR0453
 TR0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0453'1.8 MI E FROM OAK HARBOR.
 TR0453'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0453'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0453'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.65 MILE
 TR0453'NORTHEAST ALONG TORPEDO ROAD, THENCE 0.1 MILE NORTHEAST ALONG MIDWAY
 TR0453'BLVD., THENCE 0.1 MILE SOUTHEAST ACROSS COUNTRY TO THE SHORE LINE OF
 TR0453'CRESENT HARBOR, ON THE TOP OF A 30- BY 10-FOOT EARTH FILLED DIKE, IN
 TR0453'THE TOP OF AN EMBEDED BOULDER, 54.6 FEET EAST OF TRIANGULATION STATION
 TR0453'DIKE, 16 FEET NORTH OF AND ABOUT 9 FEET HIGHER THAN THE HIGH WATER
 TR0453'LINE, 25 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD ALONG THE
 TR0453'TOP OF THE DIKE, ABOUT 1 FOOT HIGHER THAN THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1268 ***********************************************************************
 TR1268  DESIGNATION -  DIKE USN 1954
 TR1268  PID         -  TR1268
 TR1268  STATE/COUNTY-  WA/ISLAND
 TR1268  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1268
 TR1268                         *CURRENT SURVEY CONTROL
 TR1268  ___________________________________________________________________
 TR1268* NAD 83(1991)-  48 21 13.72961(N)    122 35 28.86373(W)     ADJUSTED  
 TR1268* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 TR1268  ___________________________________________________________________
 TR1268  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 TR1268  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 TR1268
 TR1268  HORZ ORDER  -  SECOND
 TR1268
 TR1268.The horizontal coordinates were established by classical geodetic methods
 TR1268.and adjusted by the National Geodetic Survey in December 1991..
 TR1268
 TR1268.The orthometric height was scaled from a topographic map.
 TR1268
 TR1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1268
 TR1268.The geoid height was determined by GEOID03.
 TR1268
 TR1268;                    North         East     Units Scale Factor Converg.
 TR1268;SPC WA N     -   152,009.761   369,724.625   MT  0.99995072   -1 18 32.0
 TR1268;SPC WA N     -   498,718.69  1,213,004.87   sFT  0.99995072   -1 18 32.0
 TR1268;UTM  10      - 5,355,707.050   530,274.327   MT  0.99961126   +0 18 19.3
 TR1268
 TR1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1268!SPC WA N     -   1.00000252  x   0.99995072  =   0.99995324
 TR1268!UTM  10      -   1.00000252  x   0.99961126  =   0.99961378
 TR1268
 TR1268:                Primary Azimuth Mark                     Grid Az
 TR1268:SPC WA N     -  ANDERSON USN 1954                        249 34 49.5
 TR1268:UTM  10      -  ANDERSON USN 1954                        247 57 58.2
 TR1268
 TR1268|---------------------------------------------------------------------|
 TR1268| PID    Reference Object                     Distance      Geod. Az  |
 TR1268|                                                           dddmmss.s |
 TR1268| TR1272 ANDERSON USN 1954                   APPROX. 1.9 KM 2481617.5 |
 TR1268|---------------------------------------------------------------------|
 TR1268
 TR1268                          SUPERSEDED SURVEY CONTROL
 TR1268
 TR1268  NAD 83(1986)-  48 21 13.73204(N)    122 35 28.86787(W) AD(       ) 2
 TR1268  NAD 27      -  48 21 14.36400(N)    122 35 24.25600(W) AD(       ) 2
 TR1268
 TR1268.Superseded values are not recommended for survey control.
 TR1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1268.See file dsdata.txt to determine how the superseded data were derived.
 TR1268
 TR1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3027455707(NAD 83)
 TR1268_MARKER: Z = SEE DESCRIPTION
 TR1268_SETTING: 0 = UNSPECIFIED SETTING
 TR1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1268
 TR1268  HISTORY     - Date     Condition        Report By
 TR1268  HISTORY     - 1954     MONUMENTED       USN
 TR1268  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1268
 TR1268                          STATION DESCRIPTION
 TR1268
 TR1268'DESCRIBED BY US NAVY 1954 (RAG)
 TR1268'THE STATION IS LOCATED 4.8 MILES AIRLINE NORTH-NORTHEAST OF OAK
 TR1268'HARBOR ON WHIDBEY ISLAND.  IT IS LOCATED IN THE CENTER OF THE
 TR1268'TRACK ROAD WHICH RUNS ALONG THE TOP OF NARROW DIKE AT THE
 TR1268'SOUTHWEST SIDE OF SKAGIT BAY.
 TR1268'
 TR1268'THE MARK IS 140 FEET NORTHWEST OF A CURVE IN THE DIKE AND 48
 TR1268'FEET SOUTH OF THE MEAN HIGHWATER LINE.  THE MARK IS A 12 BY 12
 TR1268'INCH CONCRETE POST WITH A 1-1/2 INCH BRASS DISK EMBEDDED.  THE
 TR1268'MARK PROJECTS 4 INCHES.
 TR1268'
 TR1268'TO REACH THE STATION FROM THE STOP LIGHT AT BUSINESS CENTER OF
 TR1268'OAK HARBOR GO EAST 0.25 MILE TO FORKS.  TAKE LEFT FORK AS PER SIGN
 TR1268'SEATTLE AND CONTINUE NORTH 0.15 MILE TO CROSS ROAD, CONTINUE NORTH
 TR1268'FOR 0.45 MILE TO CROSS ROAD AT CAUTION LIGHT.  TURN RIGHT AND GO
 TR1268'EAST ON 700 E AVE. FOR 0.35 MILE TO T-JUNCTION, TURN LEFT AND GO
 TR1268'NORTH ON 70 NE STREET FOR 0.7 MILE TO FORKS.  TAKE LEFT FORK
 TR1268'STRAIGHT AHEAD FOR 2.1 MILES TO Y-JUNCTION.  TAKE RIGHT FORK
 TR1268'AND CONTINUE NORTH FOR 0.75 MILE TO T-ROAD RIGHT, EAST.  GO
 TR1268'EAST FOR 1.1 MILES CROSSING NEW HIGHWAY AND CONTINUE EAST FOR
 TR1268'0.9 MILE TO T-ROAD LEFT, NORTH.  GO NORTH FOR 0.25 MILE TO A
 TR1268'DIM TRACK ROAD LEADING SHARP RIGHT.  TURN SHARP RIGHT AND GO
 TR1268'EASTERLY FOR 0.1 MILE TO THE STATION.
 TR1268'
 TR1268'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 TR1268'
 TR1268'OBSERVATIONS WERE MADE FROM A 4 FOOT TRIPOD.
 TR1268
 TR1268                          STATION RECOVERY (1960)
 TR1268
 TR1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1268'THE STATION WAS NOT RECOVERED.  A THOROUGH SEARCH WAS MADE FOR THE
 TR1268'STATION AND THE REFERENCE MARK BUT NOTHING WAS FOUND.  THE DIKE
 TR1268'HAS RECENTLY BEEN REBUILT AND IT IS PROBABLE THAT THE STATION HAS
 TR1268'EITHER BEEN COVERED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3383 ***********************************************************************
 RD3383  DESIGNATION -  DIKE V 1.8 DOLPHIN AT S END
 RD3383  PID         -  RD3383
 RD3383  STATE/COUNTY-  WA/CLARK
 RD3383  USGS QUAD   -  VANCOUVER (1990)
 RD3383
 RD3383                         *CURRENT SURVEY CONTROL
 RD3383  ___________________________________________________________________
 RD3383* NAD 83(1991)-  45 38 08.13506(N)    122 42 15.85389(W)     ADJUSTED  
 RD3383* NAVD 88     -                                                        
 RD3383  ___________________________________________________________________
 RD3383  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 RD3383  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3383
 RD3383  HORZ ORDER  -  THIRD
 RD3383
 RD3383.The horizontal coordinates were established by classical geodetic methods
 RD3383.and adjusted by the National Geodetic Survey in December 1991..
 RD3383
 RD3383
 RD3383.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3383
 RD3383.The geoid height was determined by GEOID03.
 RD3383
 RD3383;                    North         East     Units Scale Factor Converg.
 RD3383;SPC WA S     -    35,998.568   328,135.759   MT  1.00005068   -1 36 04.6
 RD3383;SPC WA S     -   118,105.30  1,076,558.74   sFT  1.00005068   -1 36 04.6
 RD3383;SPC OR N     -   221,137.866 2,328,155.836   MT  0.99992776   -1 33 48.0
 RD3383;SPC OR N     -   725,517.93  7,638,306.55   iFT  0.99992776   -1 33 48.0
 RD3383;UTM  10      - 5,053,603.166   523,038.482   MT  0.99960653   +0 12 40.8
 RD3383
 RD3383                          SUPERSEDED SURVEY CONTROL
 RD3383
 RD3383  NAD 83(1991)-  45 38 08.13506(N)    122 42 15.85389(W) AD(       ) 4
 RD3383  NAD 83(1986)-  45 38 08.15357(N)    122 42 15.85587(W) AD(       ) 4
 RD3383  NAD 27      -  45 38 08.73100(N)    122 42 11.50200(W) AD(       ) 3
 RD3383
 RD3383.Superseded values are not recommended for survey control.
 RD3383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3383.See file dsdata.txt to determine how the superseded data were derived.
 RD3383
 RD3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2303853603(NAD 83)
 RD3383_MARKER: 12 = DOLPHIN
 RD3383
 RD3383  HISTORY     - Date     Condition        Report By
 RD3383  HISTORY     - 1938     FIRST OBSERVED   CGS
 RD3383  HISTORY     - 1951     GOOD             CGS
 RD3383  HISTORY     - 20020224 MARK NOT FOUND   USPSQD
 RD3383
 RD3383                          STATION DESCRIPTION
 RD3383
 RD3383'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3383'CENTER OF DOLPHIN AT S END OF DIKE V 1.8.  AN INTERSECTION STATION.
 RD3383
 RD3383                          STATION RECOVERY (1951)
 RD3383
 RD3383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3383'THIS INTERSECTION STATION IS THE CENTER OF A SEVEN-PILE DOLPHIN AT
 RD3383'THE S END OF DIKE V 1.8.  IT IS APPROXIMATELY 580 METERS DOWNSTREAM
 RD3383'FROM VANCOUVER UPPER RANGE FRONT 53 LIGHT STRUCTURE.  STATION WAS
 RD3383'RECOVERED IN GOOD CONDITION.
 RD3383
 RD3383                          STATION RECOVERY (2002)
 RD3383
 RD3383'RECOVERY NOTE BY US POWER SQUADRON 2002 (KRB)
 RD3383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3372 ***********************************************************************
 RD3372  DESIGNATION -  DIKE V 2.2 DOLPHIN AT S END
 RD3372  PID         -  RD3372
 RD3372  STATE/COUNTY-  WA/CLARK
 RD3372  USGS QUAD   -  VANCOUVER (1990)
 RD3372
 RD3372                         *CURRENT SURVEY CONTROL
 RD3372  ___________________________________________________________________
 RD3372* NAD 83(1991)-  45 38 20.17810(N)    122 42 44.91704(W)     ADJUSTED  
 RD3372* NAVD 88     -                                                        
 RD3372  ___________________________________________________________________
 RD3372  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 RD3372  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3372
 RD3372  HORZ ORDER  -  THIRD
 RD3372
 RD3372.The horizontal coordinates were established by classical geodetic methods
 RD3372.and adjusted by the National Geodetic Survey in December 1991..
 RD3372
 RD3372
 RD3372.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3372
 RD3372.The geoid height was determined by GEOID03.
 RD3372
 RD3372;                    North         East     Units Scale Factor Converg.
 RD3372;SPC WA S     -    36,387.873   327,516.941   MT  1.00004972   -1 36 25.7
 RD3372;SPC WA S     -   119,382.55  1,074,528.50   sFT  1.00004972   -1 36 25.7
 RD3372;SPC OR N     -   221,526.712 2,327,536.835   MT  0.99992824   -1 34 08.6
 RD3372;SPC OR N     -   726,793.67  7,636,275.71   iFT  0.99992824   -1 34 08.6
 RD3372;UTM  10      - 5,053,972.538   522,407.939   MT  0.99960617   +0 12 20.0
 RD3372
 RD3372                          SUPERSEDED SURVEY CONTROL
 RD3372
 RD3372  NAD 83(1991)-  45 38 20.17810(N)    122 42 44.91705(W) AD(       ) 4
 RD3372  NAD 83(1986)-  45 38 20.19664(N)    122 42 44.91887(W) AD(       ) 4
 RD3372  NAD 27      -  45 38 20.77400(N)    122 42 40.56400(W) AD(       ) 3
 RD3372
 RD3372.Superseded values are not recommended for survey control.
 RD3372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3372.See file dsdata.txt to determine how the superseded data were derived.
 RD3372
 RD3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2240853973(NAD 83)
 RD3372_MARKER: 12 = DOLPHIN
 RD3372
 RD3372  HISTORY     - Date     Condition        Report By
 RD3372  HISTORY     - 1938     FIRST OBSERVED   CGS
 RD3372  HISTORY     - 1951     GOOD             CGS
 RD3372  HISTORY     - 20020224 MARK NOT FOUND   USPSQD
 RD3372
 RD3372                          STATION DESCRIPTION
 RD3372
 RD3372'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD3372'CENTER OF DOLPHIN AT S END OF DIKE V 2.2.  AN INTERSECTION STATION.
 RD3372
 RD3372                          STATION RECOVERY (1951)
 RD3372
 RD3372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 RD3372'THIS INTERSECTION STATION IS THE CENTER OF 3-PILE DOLPHIN AT SOUTH
 RD3372'END OF DIKE V 2.2.  IT IS APPROXIMATELY 155 METERS UPSTREAM FROM
 RD3372'BONNEVILLE POWER ADMINISTRATION TRANSMISSION LINE (OVER HEAD
 RD3372'CABLE).  STATION RECOVERED IN GOOD CONDITION.
 RD3372
 RD3372                          STATION RECOVERY (2002)
 RD3372
 RD3372'RECOVERY NOTE BY US POWER SQUADRON 2002 (KRB)
 RD3372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1143 ***********************************************************************
 TR1143  DESIGNATION -  DIKEN
 TR1143  PID         -  TR1143
 TR1143  STATE/COUNTY-  WA/SKAGIT
 TR1143  USGS QUAD   -  UTSALADY (1968)
 TR1143
 TR1143                         *CURRENT SURVEY CONTROL
 TR1143  ___________________________________________________________________
 TR1143* NAD 83(1991)-  48 22 22.56176(N)    122 28 37.26676(W)     ADJUSTED  
 TR1143* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1143  ___________________________________________________________________
 TR1143  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 TR1143  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 TR1143
 TR1143  HORZ ORDER  -  SECOND
 TR1143
 TR1143.The horizontal coordinates were established by classical geodetic methods
 TR1143.and adjusted by the National Geodetic Survey in December 1991..
 TR1143
 TR1143.The orthometric height was scaled from a topographic map.
 TR1143
 TR1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1143
 TR1143.The geoid height was determined by GEOID03.
 TR1143
 TR1143;                    North         East     Units Scale Factor Converg.
 TR1143;SPC WA N     -   153,948.017   378,241.141   MT  0.99995215   -1 13 25.5
 TR1143;SPC WA N     -   505,077.79  1,240,946.14   sFT  0.99995215   -1 13 25.5
 TR1143;UTM  10      - 5,357,883.747   538,730.006   MT  0.99961843   +0 23 27.3
 TR1143
 TR1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1143!SPC WA N     -   1.00000284  x   0.99995215  =   0.99995499
 TR1143!UTM  10      -   1.00000284  x   0.99961843  =   0.99962127
 TR1143
 TR1143:                Primary Azimuth Mark                     Grid Az
 TR1143:SPC WA N     -  ARMSTRONG RADIO POLE                     012 49 22.0
 TR1143:UTM  10      -  ARMSTRONG RADIO POLE                     011 12 29.2
 TR1143
 TR1143|---------------------------------------------------------------------|
 TR1143| PID    Reference Object                     Distance      Geod. Az  |
 TR1143|                                                           dddmmss.s |
 TR1143| TR1162 ARMSTRONG RADIO POLE                APPROX. 2.2 KM 0113556.5 |
 TR1143| TR1128 DERRICK                             APPROX.15.5 KM 0931216.9 |
 TR1143| CF8612 DIKEN RM 1                           23.651 METERS 11513     |
 TR1143| TR1132 DELTA ROCK 3                        APPROX. 2.3 KM 1693738.9 |
 TR1143| TR1169 LA CONNER METH CHURCH CUPOLA        APPROX. 2.2 KM 3223931.8 |
 TR1143| CF8613 DIKEN RM 2                           22.476 METERS 33630     |
 TR1143|---------------------------------------------------------------------|
 TR1143
 TR1143                          SUPERSEDED SURVEY CONTROL
 TR1143
 TR1143  NAD 83(1986)-  48 22 22.56560(N)    122 28 37.27134(W) AD(       ) 2
 TR1143  NAD 27      -  48 22 23.19800(N)    122 28 32.68400(W) AD(       ) 2
 TR1143
 TR1143.Superseded values are not recommended for survey control.
 TR1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1143.See file dsdata.txt to determine how the superseded data were derived.
 TR1143
 TR1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3873057884(NAD 83)
 TR1143_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1143
 TR1143  HISTORY     - Date     Condition        Report By
 TR1143  HISTORY     - 1939     MONUMENTED       CGS
 TR1143  HISTORY     - 1955     SEE DESCRIPTION  USGS
 TR1143  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1143  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TR1143  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 TR1143
 TR1143                          STATION DESCRIPTION
 TR1143
 TR1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1143'ABOUT 1-1/2 MILES SE OF LA CONNER, ABOUT 1-1/2 MILES NE OF IKA
 TR1143'ISLAND, ABOUT 1/4 MILE E OF SULLIVAN SLOUGH, 19.9 FEET FROM THE
 TR1143'SW CORNER OF A PUMPHOUSE, ON TOP OF THE DIKE IN THE SW PORTION OF
 TR1143'THE FARM OF MR. GERHARD BENGTSON, ROUTE 3, MOUNT VERNON.
 TR1143'
 TR1143'STATION IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD DISK,
 TR1143'STAMPED DIKEN 1939, SET IN A 12- BY 12- BY 36-INCH CONCRETE POST.
 TR1143'
 TR1143'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1143'CONCRETE, AS DESCRIBED IN NOTES 7A AND 11A.
 TR1143'
 TR1143'WITNESS MARK IS A TREE MARKED WITH A TRIANGULAR BLAZE WITH A
 TR1143'NAIL AT THE CENTER AND EACH APEX OF THE TRIANGLE AS DESCRIBED IN
 TR1143'NOTE 15A.
 TR1143
 TR1143                          STATION RECOVERY (1955)
 TR1143
 TR1143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 TR1143'STATION RECOVERED IN GOOD CONDITION.
 TR1143'
 TR1143'REFERENCE MARK 1 COULD NOT BE FOUND, IT WAS DUG FOR AT THE RIGHT
 TR1143'DISTANCE AND APPROXIMATE AZIMUTH FROM THE STATION.  PART OF THE
 TR1143'DIKE MAY HAVE CAVED INTO THE SLOUGH, TAKING THE MARK WITH IT.
 TR1143
 TR1143                          STATION RECOVERY (1960)
 TR1143
 TR1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1143'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED.  THE
 TR1143'STATION MARK IS LOCATED IN THE CENTER OF THE ROAD ALONG THE TOP OF
 TR1143'THE DIKE, AT A POINT WHERE IT HAS BEEN BUILT AROUND THE PUMPHOUSE,
 TR1143'AND IT APPEARS THAT TRAFFIC MAY HAVE MOVED THE STATION SLIGHTLY.
 TR1143'
 TR1143'THE STATION IS A STANDARD STATION MARK DISK STAMPED DIKEN 1939
 TR1143'SET IN TOP OF A CONCRETE POST.
 TR1143'
 TR1143'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED DIKEN NO 2
 TR1143'1939 SET IN A CONCRETE POST.
 TR1143'
 TR1143'THE DISTANCE TO THE REFERENCE MARK WAS CHECKED WITH A STEEL TAPE
 TR1143'AND FOUND TO BE 22.488 M (73.78 FT.)
 TR1143
 TR1143                          STATION RECOVERY (1974)
 TR1143
 TR1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TR1143'THE STATION MARK AND REFERENCE MARK NO. 2 WERE DESTROYED WHEN THE
 TR1143'DYKE WAS REBUILT.  THE DISKS WERE REMOVED FROM THE CONCRETE
 TR1143'POSTS.  REFERENCE MARK NO. 1 WAS NOT FOUND IN 1955 AND WAS PRESUMED
 TR1143'DESTROYED.  THE FATE OF THE SUB-SURFACE MARK IS NOT KNOWN, AND
 TR1143'COULD BE BEST SEARCHED FOR BY RUNNING A COORDINATE SURVEY INTO
 TR1143'THE AREA.
 TR1143
 TR1143                          STATION RECOVERY (2005)
 TR1143
 TR1143'RECOVERY NOTE BY US POWER SQUADRON 2005
 TR1143'MARKER PRESUMED TO BE DESTROYED. LOCATION OF MARKER IS COVERED BY
 TR1143'WATER. LOCATION WAS COVERED BY NEW DITCH AT A POINT WHERE TWO DITCHES
 TR1143'MEET AT NINTY DEGREE CORNER OF PRIVATE DRIVEWAY. PRIVATE PROPERTY MUST
 TR1143'BE ACCESSED TO REACH THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0916 ***********************************************************************
 TP0916  DESIGNATION -  DILLY
 TP0916  PID         -  TP0916
 TP0916  STATE/COUNTY-  WA/STEVENS
 TP0916  USGS QUAD   -  BOSSBURG (1969)
 TP0916
 TP0916                         *CURRENT SURVEY CONTROL
 TP0916  ___________________________________________________________________
 TP0916* NAD 83(1991)-  48 47 33.68000(N)    118 01 55.53198(W)     ADJUSTED  
 TP0916* NAVD 88     -       779.6    (meters)    2558.     (feet)  VERTCON   
 TP0916  ___________________________________________________________________
 TP0916  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 TP0916  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 TP0916
 TP0916  HORZ ORDER  -  SECOND
 TP0916
 TP0916.The horizontal coordinates were established by classical geodetic methods
 TP0916.and adjusted by the National Geodetic Survey in December 1991..
 TP0916
 TP0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0916
 TP0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0916
 TP0916.The geoid height was determined by GEOID03.
 TP0916
 TP0916;                    North         East     Units Scale Factor Converg.
 TP0916;SPC WA N     -   203,069.672   705,778.135   MT  1.00001170   +2 05 08.1
 TP0916;SPC WA N     -   666,237.75  2,315,540.43   sFT  1.00001170   +2 05 08.1
 TP0916;UTM  11      - 5,404,924.068   424,197.900   MT  0.99967059   -0 46 35.4
 TP0916
 TP0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0916!SPC WA N     -   0.99988052  x   1.00001170  =   0.99989222
 TP0916!UTM  11      -   0.99988052  x   0.99967059  =   0.99955115
 TP0916
 TP0916:                Primary Azimuth Mark                     Grid Az
 TP0916:SPC WA N     -  MABLE IS                                 034 22 26.3
 TP0916:UTM  11      -  MABLE IS                                 037 14 09.8
 TP0916
 TP0916|---------------------------------------------------------------------|
 TP0916| PID    Reference Object                     Distance      Geod. Az  |
 TP0916|                                                           dddmmss.s |
 TP0916| TP0918 MABLE IS                            APPROX. 3.4 KM 0362734.4 |
 TP0916| TP0923 BOSSBURG                            APPROX. 3.4 KM 1511301.4 |
 TP0916| CF1346 DILLY RM 1                            4.496 METERS 22027     |
 TP0916|---------------------------------------------------------------------|
 TP0916
 TP0916                          SUPERSEDED SURVEY CONTROL
 TP0916
 TP0916  NAD 83(1986)-  48 47 33.68073(N)    118 01 55.52962(W) AD(       ) 2
 TP0916  NAD 27      -  48 47 34.02300(N)    118 01 51.57200(W) AD(       ) 2
 TP0916  NGVD 29 (07/19/86)  778.4    (m)         2554.     (f) VERT ANG       
 TP0916
 TP0916.Superseded values are not recommended for survey control.
 TP0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0916.See file dsdata.txt to determine how the superseded data were derived.
 TP0916
 TP0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ2419804924(NAD 83)
 TP0916_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0916_SETTING: 66 = SET IN ROCK OUTCROP
 TP0916_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0916
 TP0916  HISTORY     - Date     Condition        Report By
 TP0916  HISTORY     - 1936     MONUMENTED       BOR
 TP0916  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0916
 TP0916                          STATION DESCRIPTION
 TP0916
 TP0916'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0916'LOCATED IN THE NW 1/4 SEC. 18, T. 38 N., R. 38 E. WM, ON A
 TP0916'DOME-SHAPED LIMESTONE OUTCROP, FLANKED ON THE N AND W BY CULTIVATED
 TP0916'FIELDS, APPROXIMATELY 60 FEET S OF THE SUMMIT, AND ABOUT 150 FEET
 TP0916'NW OF A 3-FOOT-DIAMETER GREEN FIR SNAG.  THERE IS A SMALL LAKE
 TP0916'APPROXIMATELY 1/2 MILE W.
 TP0916'
 TP0916'TO REACH FROM BOYDS POST OFFICE, DRIVE N ON U.S. HIGHWAY 395, AT
 TP0916'0.2 MILE CROSS RAILROAD.  AT 1.0 TURN RIGHT ON GRAVEL ROAD.  AT
 TP0916'1.5 CROSS BRIDGE AND TURN LEFT.  PASS SCHOOL.  AT 3.15 TAKE EITHER
 TP0916'FORK.  AT 3.8 TAKE RIGHT FORK.  AT 5.35 ROAD COMES IN FROM
 TP0916'LEFT.  AT 5.9 TAKE RIGHT FORK.  AT 6.0 ROAD COMES IN FROM LEFT.
 TP0916'AT 6.85 TAKE LEFT FORK.  AT 7.2 KEEP STRAIGHT AHEAD AT JUNCTION.
 TP0916'AT 8.2 TURN RIGHT AT SCHOOLHOUSE.  AT 9.25 KEEP STRAIGHT AHEAD
 TP0916'(E) THROUGH GATE.  AT 9.65 TURN LEFT THROUGH WOOD GATE.  AT
 TP0916'9.85 KEEP STRAIGHT AHEAD THROUGH WOOD GATE.  AT 10.0 GO THROUGH
 TP0916'WOOD GATE INTO BARNYARD AND STRAIGHT AHEAD UP PAST HOUSE.  AT 10.2
 TP0916'LEAVE CAR IN FIELD NEAR FENCE AND HIKE ABOUT 200 YARDS TO TOP
 TP0916'OF LIMESTONE DOME.
 TP0916'
 TP0916'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20,
 TP0916'RESPECTIVELY.
 TP0916'
 TP0916'HEIGHT OF STAND ABOVE STATION MARK 1.25 METERS.
 TP0916
 TP0916                          STATION RECOVERY (1947)
 TP0916
 TP0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0916'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 TP0916'CONDITION.  DUE TO THE CHANGES IN LOCAL CONDITIONS A NEW
 TP0916'DESCRIPTION FOLLOWS--
 TP0916'
 TP0916'STATION IS LOCATED ABOUT 2.5 MILES N OF BOSSBURG, ABOUT 1 MILE
 TP0916'W OF ROOSEVELT LAKE, IN THE NW 1/4 SEC. 18, T. 38 N., R. 38 E. WM,
 TP0916'ON A DOME-SHAPED LIMESTONE OUTCROP.  IT IS FLANKED ON THE W BY
 TP0916'CULTIVATED FIELDS, ABOUT 150 FEET NW OF A 36-INCH GREEN FIR SNAG,
 TP0916'AND ABOUT 60 FEET SE OF THE SUMMIT.  A 4-FOOT WOODEN STAND WAS
 TP0916'ANCHORED IN A ROCK CAIRN AND ERECTED OVER THE STATION.
 TP0916'
 TP0916'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK STAMPED
 TP0916'DILLY 1936 AND IS SET ACCORDING TO NOTE 3.
 TP0916'
 TP0916'R.M. 1 IS A CHISELED CROSS INSIDE A TRIANGLE IN OUTCROPPING
 TP0916'BEDROCK AND IS SW OF THE STATION.
 TP0916'
 TP0916'TO REACH THE STATION FROM BOYDS POST OFFICE, GO N ALONG
 TP0916'U.S. HIGHWAY 395 FOR 1.1 MILES, TURN RIGHT ON GRAVEL ROAD AND GO
 TP0916'0.75 MILE (E END OF BRIDGE), GO 0.05 MILE AND TURN LEFT AND FOLLOW
 TP0916'GRAVEL ROAD ON E SIDE OF KETTLE RIVER FOR 2.3 MILES, TAKE RIGHT
 TP0916'FORK (KELLEY HILL ROAD) AND GO 0.04 MILE, TAKE LEFT FORK (GRAVEL
 TP0916'ROAD) AND GO 2.05 MILES (ROAD SIGN NORTHPORT), TAKE RIGHT FORK
 TP0916'(GRAVEL ROAD) AND GO 0.95 MILE, TAKE LEFT FORK (GRAVEL ROAD)
 TP0916'AND GO 1.35 MILES, TURN RIGHT (SCHOOL ON LEFT) AND GO 1.05
 TP0916'MILES TO FARM BUILDINGS ON LEFT, CONTINUE STRAIGHT AHEAD
 TP0916'THROUGH THE GATE AND PROCEED ESE ACROSS CULTIVATED FIELDS FOR
 TP0916'ABOUT 0.5 MILE TO CONSPICUOUS LIMESTONE KNOB AND STATION NEAR
 TP0916'SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1735 ***********************************************************************
 SY1735  DESIGNATION -  DIME
 SY1735  PID         -  SY1735
 SY1735  STATE/COUNTY-  WA/MASON
 SY1735  USGS QUAD   -  SHELTON (1981)
 SY1735
 SY1735                         *CURRENT SURVEY CONTROL
 SY1735  ___________________________________________________________________
 SY1735* NAD 83(1991)-  47 12 27.06922(N)    123 00 09.29289(W)     ADJUSTED  
 SY1735* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY1735  ___________________________________________________________________
 SY1735  LAPLACE CORR-          -8.06  (seconds)                    DEFLEC99
 SY1735  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 SY1735
 SY1735  HORZ ORDER  -  THIRD
 SY1735
 SY1735.The horizontal coordinates were established by classical geodetic methods
 SY1735.and adjusted by the National Geodetic Survey in December 1991..
 SY1735
 SY1735.The orthometric height was scaled from a topographic map.
 SY1735
 SY1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1735
 SY1735.The geoid height was determined by GEOID03.
 SY1735
 SY1735;                    North         East     Units Scale Factor Converg.
 SY1735;SPC WA S     -   211,330.091   310,438.694   MT  0.99997365   -1 49 04.3
 SY1735;SPC WA S     -   693,338.81  1,018,497.62   sFT  0.99997365   -1 49 04.3
 SY1735;UTM  10      - 5,228,225.392   499,804.512   MT  0.99960000   -0 00 06.8
 SY1735
 SY1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1735!SPC WA S     -   1.00000325  x   0.99997365  =   0.99997690
 SY1735!UTM  10      -   1.00000325  x   0.99960000  =   0.99960325
 SY1735
 SY1735|---------------------------------------------------------------------|
 SY1735| PID    Reference Object                     Distance      Geod. Az  |
 SY1735|                                                           dddmmss.s |
 SY1735| DD9608 DIME RM 2                            34.381 METERS 08447     |
 SY1735| SY3289 OBER                                APPROX. 0.7 KM 1333800.4 |
 SY1735| SY1742 FOSSE                               377.613 METERS 20524     |
 SY1735| DD9607 DIME RM 1                            30.913 METERS 35957     |
 SY1735|---------------------------------------------------------------------|
 SY1735
 SY1735                          SUPERSEDED SURVEY CONTROL
 SY1735
 SY1735  NAD 83(1986)-  47 12 27.06757(N)    123 00 09.30034(W) AD(       ) 3
 SY1735  NAD 27      -  47 12 27.71700(N)    123 00 04.78100(W) AD(       ) 3
 SY1735
 SY1735.Superseded values are not recommended for survey control.
 SY1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1735.See file dsdata.txt to determine how the superseded data were derived.
 SY1735
 SY1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9980528225(NAD 83)
 SY1735_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1735
 SY1735  HISTORY     - Date     Condition        Report By
 SY1735  HISTORY     - 1936     MONUMENTED       CGS
 SY1735  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY1735  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1735  HISTORY     - 1977     SEE DESCRIPTION  NGS
 SY1735
 SY1735                          STATION DESCRIPTION
 SY1735
 SY1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1735'STATION IS LOCATED ON THE N SIDE OF THE INLET OPPOSITE SKOOKUM
 SY1735'POINT AND IS ABOUT 1/3 MILE E OF CHURCH LIGHT.  IT IS ABOUT 50
 SY1735'FEET OUTSIDE OF HIGH-WATER
 SY1735'LINE AND COVERS ABOUT 6 FEET AT HIGH WATER.  THE STATION MARK
 SY1735'PROJECTS ABOUT 5 INCHES ABOVE THE LEVEL OF THE BEACH.
 SY1735'
 SY1735'SURFACE, UNDERGROUND, AND REFERENCE MARKS NO.1 AND NO.2 ARE
 SY1735'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY1735'7A, AND 11A.
 SY1735'
 SY1735'REFERENCE MARK NO.1 IS SET N OF THE STATION AT HIGH-WATER LINE
 SY1735'AND PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE.
 SY1735'
 SY1735'REFERENCE MARK NO.2 IS SET E OF THE STATION AT THE HIGH-WATER
 SY1735'LINE AND PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE.  THERE IS AN
 SY1735'18-INCH CEDAR ABOUT 15 FEET NE OF THE REFERENCE MARK.
 SY1735
 SY1735                          STATION RECOVERY (1958)
 SY1735
 SY1735'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY1735'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  R.M. NO. 2
 SY1735'IS LEANING ABOUT 45 DEG. TO THE NORTH.
 SY1735
 SY1735                          STATION RECOVERY (1967)
 SY1735
 SY1735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1735'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS
 SY1735'DESCRIBED.  REFERENCE MARK 2 WAS FOUND TILTED AT ABOUT A 30 DEG
 SY1735'TIP.
 SY1735'
 SY1735'THE STATION IS STAMPED DIME 1936 AND REFERENCE MARK IS STAMPED
 SY1735'1 1936.
 SY1735
 SY1735                          STATION RECOVERY (1977)
 SY1735
 SY1735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SY1735'THE STATION MARK WAS RECOVERED WITH THE DISK MISSING.  REFERENCE
 SY1735'MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2
 SY1735'WAS RECOVERED BURIED UNDER BEACH GRAVEL AND TILTED TO THE NORTH,
 SY1735'AS FIRST REPORTED IN THE 1958 RECOVERY NOTE.  SINCE THE MARK HAS
 SY1735'SURVIVED FOR NINETEEN YEARS IN THIS POSITION, A NEW DISTANCE AND
 SY1735'ANGLE TO IT WAS OBTAINED.  INSTRUMENT WAS CENTERED OVER THE
 SY1735'APPROXIMATE CENTER OF THE CONCRETE POST.  THE ORIGINAL
 SY1735'DESCRIPTION INDICATES THAT THE STATION MARK DOES HAVE AN
 SY1735'UNDERGROUND MARK.
 SY1735'
 SY1735'THE STATION IS ABOUT 5 MILES EAST OF SHELTON, ON THE NORTH SIDE
 SY1735'OF HAMMERSLEY INLET, ON THE ROUNDED POINT ACROSS THE INLET FROM
 SY1735'SKOOKUM POINT, ABOUT 1/2 MILE EAST OF CHURCH POINT AND IN SECTION
 SY1735'24, T 20 N, R 3 W. IN FRONT OF HOUSES OWNED BY HAROLD HAMILTON,
 SY1735'LUCY HAMILTON AND WILLIAM EDWARDS.
 SY1735'
 SY1735'REACHED FROM THE INTERSECTION OF FIRST AND PINE STREETS IN
 SY1735'SHELTON BY GOING EAST AND NORTHEAST ON STATE HIGHWAY 3 (PINE
 SY1735'STREET) FOR 6.25 MILES TO A BLACKTOP Y JUST AFTER CROSSING DEER
 SY1735'CREEK, KEEP RIGHT AND GO SOUTHERLY ON AGATE ROAD FOR 3.9 MILES TO
 SY1735'THE AGATE GROCERY ON THE LEFT, TURN LEFT AND GO EAST FOR 0.75
 SY1735'MILE.  TURN RIGHT AND GO SOUTH ON LIBBY ROAD FOR 0.25 MILE TO
 SY1735'MAILBOXES NUMBERED 649,650 AND 651.  TURN RIGHT AND FOLLOW THE
 SY1735'DRIVEWAY 0.25 MILE, KEEP LEFT FORK ABOUT 30 YARDS TO THE
 SY1735'RESIDENCE OF MR. WILLIAM W. EDWARDS.  WALK SOUTHWEST AROUND THE
 SY1735'SOUTH SIDE OF THE HOUSE ABOUT 60 YARDS TO THE BEACH, THEN
 SY1735'NORTHWEST ALONG THE BEACH ABOUT 25 YARDS TO THE STATION MARK
 SY1735'ON THE SOUTHERN PART OF THE ROUNDED POINT.
 SY1735'
 SY1735'THE STATION MARK IS A CONCRETE POST WITH THE DISK MISSING, COVERED
 SY1735'WITH BARNACLES AND PROJECTING ABOUT 6 INCHES ABOVE THE BEACH.  IT
 SY1735'IS 60 FEET SOUTHWEST OF THE HIGH WATER LINE AND APPROXIMATELY
 SY1735'6.5 FEET LOWER.
 SY1735'
 SY1735'REFERENCE MARK NO. 1, STAMPED 1 1936, IS A STANDARD DISK SET IN
 SY1735'A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 3 FEET WEST
 SY1735'OF THE HIGH WATER LINE AND ON THE NORTHERN PART OF THE POINT.
 SY1735'
 SY1735'REFERENCE MARK NO.2, STAMPED 2 1936 IS A STANDARD DISK SET IN A
 SY1735'SQUARE CONCRETE POST WHICH IS TILTED ABOUT 30 DEGREES TO THE
 SY1735'NORTH.  IT IS 15 FEET SOUTHWEST OF A 4-FOOT HIGH, 30-INCH DIAMETER
 SY1735'OLD STUMP AND 4 FEET SOUTH OF THE HIGH WATERLINE.  R.M. 2 IS
 SY1735'ABOUT 8.4 FEET HIGHER THAN THE STATION MARK AND 0.9 FOOT LOWER
 SY1735'THAN REFERENCE MARK NO. 1.
 SY1735'
 SY1735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1735'5 MILES EAST OF SHELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2277 ***********************************************************************
 SY2277  DESIGNATION -  DINGLE
 SY2277  PID         -  SY2277
 SY2277  STATE/COUNTY-  WA/PIERCE
 SY2277  USGS QUAD   -  BUCKLEY (1993)
 SY2277
 SY2277                         *CURRENT SURVEY CONTROL
 SY2277  ___________________________________________________________________
 SY2277* NAD 83(1991)-  47 10 15.61367(N)    122 03 24.52029(W)     ADJUSTED  
 SY2277* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 SY2277  ___________________________________________________________________
 SY2277  LAPLACE CORR-           8.00  (seconds)                    DEFLEC99
 SY2277  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 SY2277
 SY2277  HORZ ORDER  -  SECOND
 SY2277
 SY2277.The horizontal coordinates were established by classical geodetic methods
 SY2277.and adjusted by the National Geodetic Survey in December 1991..
 SY2277
 SY2277.The orthometric height was scaled from a topographic map.
 SY2277
 SY2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2277
 SY2277.The geoid height was determined by GEOID03.
 SY2277
 SY2277;                    North         East     Units Scale Factor Converg.
 SY2277;SPC WA S     -   205,427.882   381,985.048   MT  0.99996691   -1 07 51.1
 SY2277;SPC WA S     -   673,974.64  1,253,229.28   sFT  0.99996691   -1 07 51.1
 SY2277;SPC WA N     -    19,750.255   407,241.190   MT  1.00007758   -0 54 39.3
 SY2277;SPC WA N     -    64,797.29  1,336,090.47   sFT  1.00007758   -0 54 39.3
 SY2277;UTM  10      - 5,224,598.911   571,477.127   MT  0.99966279   +0 41 30.3
 SY2277
 SY2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2277!SPC WA S     -   0.99997116  x   0.99996691  =   0.99993807
 SY2277!SPC WA N     -   0.99997116  x   1.00007758  =   1.00004873
 SY2277!UTM  10      -   0.99997116  x   0.99966279  =   0.99963396
 SY2277
 SY2277:                Primary Azimuth Mark                     Grid Az
 SY2277:SPC WA S     -  PINNACLE                                 088 23 37.8
 SY2277:SPC WA N     -  PINNACLE                                 088 10 26.0
 SY2277:UTM  10      -  PINNACLE                                 086 34 16.4
 SY2277
 SY2277|---------------------------------------------------------------------|
 SY2277| PID    Reference Object                     Distance      Geod. Az  |
 SY2277|                                                           dddmmss.s |
 SY2277| SX1292 PINNACLE                            APPROX. 6.3 KM 0871546.7 |
 SY2277| CE3540 DINGLE RM                                          13248     |
 SY2277|---------------------------------------------------------------------|
 SY2277
 SY2277                          SUPERSEDED SURVEY CONTROL
 SY2277
 SY2277  NAD 83(1986)-  47 10 15.60468(N)    122 03 24.53500(W) AD(       ) 2
 SY2277  NAD 27      -  47 10 16.23600(N)    122 03 20.13500(W) AD(       ) 2
 SY2277
 SY2277.Superseded values are not recommended for survey control.
 SY2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2277.See file dsdata.txt to determine how the superseded data were derived.
 SY2277
 SY2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7147724599(NAD 83)
 SY2277_MARKER: Z = SEE DESCRIPTION
 SY2277_SETTING: 0 = UNSPECIFIED SETTING
 SY2277
 SY2277  HISTORY     - Date     Condition        Report By
 SY2277  HISTORY     - 1937     MONUMENTED       WAGS
 SY2277  HISTORY     - 1955     SEE DESCRIPTION  USGS
 SY2277
 SY2277                          STATION DESCRIPTION
 SY2277
 SY2277'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY2277'THIS STATION IS ON S SIDE OF DINGLE BASIN ON THE LAKE TAPPS FEED
 SY2277'CANAL W OF BUCKLEY, 150 YARDS E OF NEW FISH TRAP AND 215 PACES E
 SY2277'OF BRIDGE OVER CANAL.  DINGLE BASIN IS A POND IN THE POWER CANAL
 SY2277'LINE.  STATION IS 3 FEET N OF GUARD RAIL ON N SIDE OF ROAD,
 SY2277'BETWEEN EIGHTH AND NINTH GUARD RAIL POSTS COUNTED FROM W.  STATION
 SY2277'IS NEAR NW CORNER OF SEC. 4, T.19, R.6.
 SY2277'
 SY2277'STATION IS MARKED BY A BRONZE STATE SURVEY DISK MARKED KING
 SY2277'COUNTY ENGR. J.P. DODD, 1937 SET IN A PRECAST CONCRETE POST FLUSH
 SY2277'WITH THE GROUND.
 SY2277'
 SY2277'REFERENCE MARK IS SIMILAR AND SET 42.12 FEET MAGNETIC S 71 DEG E
 SY2277'FROM STATION.
 SY2277'
 SY2277'TO REACH STATION FOLLOW FROM THE WICKERSHAM SCHOOL IN THE W PART
 SY2277'OF BUCKLEY RUN WESTWARD ON THE PAVED BUCKLEY-SUMNER HIGHWAY 1.5
 SY2277'MILES.  STOP IN FRONT OF YELLOW HOUSE ON THE LEFT WITH GREEN
 SY2277'HOUSE BEHIND IT.  NOTE GUARD ON THE RIGHT SIDE OF ROAD.
 SY2277'
 SY2277'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY2277
 SY2277                          STATION RECOVERY (1955)
 SY2277
 SY2277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 SY2277'STATION IS LOCATED 1.5 MI. AIRLINE, W-NW OF BUCKLEY CITY HALL, 253
 SY2277'PACES SE OF THE S END OF A BRIDGE OVER THE PSP AND L CO. FLUME
 SY2277'AT DINGLE BASIN FISH SCREENS, 63.4 FT. N AND W OF TELEPHONE POLE
 SY2277'NO. 705 ON THE S SIDE OF THE ROAD, 24 FT. S OF A TRIANGULAR BLAZE
 SY2277'ON ONE FORK OF MULTI-FORKED MAPLE TREE, AND 9.7 FT. NE OF THE NE
 SY2277'EDGE OF THE PAVEMENT.
 SY2277'
 SY2277'STATION IS A STANDARD STATE SURVEY DISK, STAMPED DINGLE AERIAL
 SY2277'1937, SET IN A PRECAST CONCRETE POST.
 SY2277'
 SY2277'REFERENCE MARK IS A STANDARD STATE SURVEY DISK 42.12 FT. FROM THE
 SY2277'STATION IN TRUE AZIMUTH 312 DEG 47 MIN 38.6 SEC.  REFERENCE MARK
 SY2277'HAS BEEN DISTRUBED, PROBABLY BY A ROAD GRADER.
 SY2277'
 SY2277'TO REACH THE STATION, DRIVE W FROM BUCKLEY CITY HALL ON MAIN
 SY2277'STREET AND THE OLD SUMNER-BUCKLEY HIGHWAY ALONG THE S SIDE OF
 SY2277'DINGLE BASIN FOR 1.9 MI. TO THE BRIDGE OVER FLUME AT FISH SCREENS,
 SY2277'THEN BACK-TRACK 253 PACES SE FROM THE S END OF THE BRIDGE TO A
 SY2277'POINT ON THE ROAD OPPOSITE THE MULTIFORKED MAPLE TREE NE AND
 SY2277'TELEPHONE POLE NO. 705 ON THE SW SIDE OF THE ROAD.  STATION IS
 SY2277'ON THE NE EDGE OF THE ROAD SHOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2218 ***********************************************************************
 TR2218  DESIGNATION -  DINNER ISLAND RESET
 TR2218  PID         -  TR2218
 TR2218  STATE/COUNTY-  WA/SAN JUAN
 TR2218  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2218
 TR2218                         *CURRENT SURVEY CONTROL
 TR2218  ___________________________________________________________________
 TR2218* NAD 83(1991)-  48 30 26.39827(N)    123 00 29.65353(W)     ADJUSTED  
 TR2218* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 TR2218  ___________________________________________________________________
 TR2218  LAPLACE CORR-         -10.11  (seconds)                    DEFLEC99
 TR2218  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 TR2218
 TR2218  HORZ ORDER  -  THIRD
 TR2218
 TR2218.The horizontal coordinates were established by classical geodetic methods
 TR2218.and adjusted by the National Geodetic Survey in December 1991..
 TR2218
 TR2218.The orthometric height was scaled from a topographic map.
 TR2218
 TR2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2218
 TR2218.The geoid height was determined by GEOID03.
 TR2218
 TR2218;                    North         East     Units Scale Factor Converg.
 TR2218;SPC WA N     -   169,862.716   339,321.688   MT  0.99996534   -1 37 09.3
 TR2218;SPC WA N     -   557,291.26  1,113,257.90   sFT  0.99996534   -1 37 09.3
 TR2218;UTM  10      - 5,372,690.697   499,391.599   MT  0.99960000   -0 00 22.2
 TR2218
 TR2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2218!SPC WA N     -   1.00000222  x   0.99996534  =   0.99996756
 TR2218!UTM  10      -   1.00000222  x   0.99960000  =   0.99960222
 TR2218
 TR2218:                Primary Azimuth Mark                     Grid Az
 TR2218:SPC WA N     -  FLAGPOLE NEAR PICKETTS MON               187 54 02.4
 TR2218:UTM  10      -  FLAGPOLE NEAR PICKETTS MON               186 17 15.3
 TR2218
 TR2218|---------------------------------------------------------------------|
 TR2218| PID    Reference Object                     Distance      Geod. Az  |
 TR2218|                                                           dddmmss.s |
 TR2218| TR2340 FLAGPOLE NEAR PICKETTS MON          APPROX. 4.9 KM 1861653.1 |
 TR2218| CF8614 DINNER ISLAND RM 1                                 22832     |
 TR2218| CF8615 DINNER ISLAND RM 2                                 32007     |
 TR2218|---------------------------------------------------------------------|
 TR2218
 TR2218                          SUPERSEDED SURVEY CONTROL
 TR2218
 TR2218  NAD 83(1986)-  48 30 26.40012(N)    123 00 29.65725(W) AD(       ) 3
 TR2218  NAD 27      -  48 30 27.04400(N)    123 00 25.01900(W) AD(       ) 3
 TR2218
 TR2218.Superseded values are not recommended for survey control.
 TR2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2218.See file dsdata.txt to determine how the superseded data were derived.
 TR2218
 TR2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9939272691(NAD 83)
 TR2218
 TR2218  HISTORY     - Date     Condition        Report By
 TR2218  HISTORY     - 1897     MONUMENTED       CGS
 TR2218  HISTORY     - 1903     SEE DESCRIPTION  CGS
 TR2218  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TR2218  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2218  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2218  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR2218  HISTORY     - 1983     SEE DESCRIPTION  USPSQD
 TR2218
 TR2218                          STATION DESCRIPTION
 TR2218
 TR2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (JJG)
 TR2218'STATION IS ON DINNER ISLAND, ON THE E SIDE, 20 PACES BACK FROM
 TR2218'HIGH-WATER MARK AND 15 FEET ABOVE TIDES.
 TR2218'
 TR2218'A 12-INCH FIR TREE, 20 FEET BACK OF SIGNAL, IS MARKED BY BLAZE
 TR2218'AND WIRE NAIL.
 TR2218'
 TR2218'LOW POINT SHOWS OVER CENTER OF REEF, 50 METERS TO SOUTHWARD OF
 TR2218'ISLAND.
 TR2218'
 TR2218'STATION IS MARKED BY 5/8-INCH HOLE DRILLED 2 INCHES DEEP IN SOLID
 TR2218'ROCK.
 TR2218
 TR2218                          STATION RECOVERY (1903)
 TR2218
 TR2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1903 (EFD)
 TR2218'FOUND STATION AS DESCRIBED.  SIGNAL STANDING, ENLARGED IT FOR
 TR2218'HYDROGRAPHY.
 TR2218
 TR2218                          STATION RECOVERY (1913)
 TR2218
 TR2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1913 (FHH)
 TR2218'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND AS DESCRIBED.
 TR2218'
 TR2218'THE STATION WAS RE-MARKED BY A COAST SURVEY STATION MARK, THE
 TR2218'HOLE IN THE CENTER OF THE TRIANGLE BEING IN THE SAME POSITION AS
 TR2218'THE CENTER OF THE 5/8-INCH DRILL HOLE OF THE FORMER MARK.  THE
 TR2218'STATION MARK WAS EMBEDDED IN CEMENT, THE SURFACE OF WHICH IS ABOUT
 TR2218'1/2 INCH ABOVE THE FACE OF THE ROCK.
 TR2218'
 TR2218'THE COAST SURVEY BRASS REFERENCE MARK DISK, THE SURFACE ABOUT
 TR2218'1/2 INCH ABOVE THE FACE OF THE ROCK, WAS ESTABLISHED 16.53 METERS
 TR2218'FROM THE STATION, SET IN CEMENT, WITH THE ARROW POINTING TOWARDS
 TR2218'THE STATION.  THE ANGLE FROM SHARK REEF TO THE REFERENCE MARK IS
 TR2218'195 DEG 01 MIN N 37 DEG W TRUE FROM STATION.
 TR2218
 TR2218                          STATION RECOVERY (1940)
 TR2218
 TR2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2218'DRILL HOLE WAS RECOVERED AND RE-MARKED WITH STANDARD DISK
 TR2218'STAMPED DINNER ISLAND, 1897-1940.  REFERENCE MARKS WERE ESTABLISHED
 TR2218'AND STAMPED IN LIKE MANNER.  ALL MARKS ARE IN LEDGE.
 TR2218'
 TR2218'IN LEDGE ON THE E SIDE OF DINNER ISLAND, SAN JUAN CHANNEL, 1.1
 TR2218'NAUTICAL MILES FROM PEAR POINT.  ON LEDGE WHICH SLOPES SLIGHTLY
 TR2218'TO THE NE, MOSS-COVERED LEDGE, 15 METERS BACK FROM HIGH WATER AND
 TR2218'15 FEET ABOVE.  THE HIGHEST PART OF THIS IMMEDIATE LOCALITY IS
 TR2218'60 METERS WESTWARD OF STATION.  A SMALL POINT AND OFF-LYING
 TR2218'ROCK ARE IN RANGE WITH CATTLE POINT AND DISTAND 90 METERS.  LOW
 TR2218'POINT IS APPROXIMATELY IN RANGE WITH A SMALL ISLET AT SE END OF
 TR2218'THIS ISLAND AND DISTANT 120 METERS.
 TR2218'
 TR2218'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN
 TR2218'BEDROCK, NO.1 IS 6.240 METERS DISTANT FROM STATION.  NO.2 IS 4.105
 TR2218'METERS DISTANT FROM STATION.
 TR2218
 TR2218                          STATION RECOVERY (1950)
 TR2218
 TR2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2218'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2218'CONDITION AS REMARKED BY L.C.W. IN 1940.
 TR2218'
 TR2218'ABOUT 1-3/4 NAUTICAL MILES SSE OF THE TOWN OF FRIDAY HARBOR,
 TR2218'ABOUT 1.1 MILES WSW OF PEAR POINT, ON THE S SIDE OF NORTH BAY, ON
 TR2218'THE E SIDE OF DINNER ISLAND, ABOUT 60 METERS E OF THE HIGHEST
 TR2218'POINT IN THE LOCALITY, ON A MOSS-COVERED ROCK SHELF, AND ABOUT
 TR2218'15 METERS W OF AND ABOUT 15 FEET ABOVE THE HIGH-WATER LINE.
 TR2218'STATION MARK IS A BRONZE STATION DISK STAMPED DINNER ISLAND 1897
 TR2218'1940 SET IN A DRILL HOLE AND PROJECTING SLIGHTLY.
 TR2218'
 TR2218'R.M. 1 IS W OF THE STATION, ON THE N EDGE OF A PATCH OF SCRUB
 TR2218'OAK.  IT IS A BRONZE REFERENCE DISK STAMPED DINNER 1897 1940 1 SET
 TR2218'IN A DRILL HOLE, FLUSH WITH THE SURFACE.
 TR2218'
 TR2218'R.M. 2 IS N OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 TR2218'STAMPED DINNER 1897 1940 2 SET IN A DRILL HOLE, FLUSH WITH THE
 TR2218'SURFACE.
 TR2218'
 TR2218'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2218
 TR2218                          STATION RECOVERY (1953)
 TR2218
 TR2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR2218'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.W.C. IN
 TR2218'1950.  REFERENCE MARKS 1 AND 2 WERE ALSO FOUND IN GOOD CONDITION
 TR2218'AND THEIR DISTANCES VERIFIED.  THE (UNSTAMPED) REFERENCE MARK,
 TR2218'ESTABLISHED BY F.H.H. IN 1913, WAS FOUND AS DESCRIBED IN THE 1913
 TR2218'DESCRIPTION.  THE 1950 DESCRIPTION OF C.W.C. IS ADEQUATE EXCEPT
 TR2218'FOR THE ADDITION OF THE DESCRIPTION OF THE THIRD REFERENCE MARK
 TR2218'AS FOLLOWS--
 TR2218'
 TR2218'THE U.S.C. AND G.S. BRASS REFERENCE-MARK DISK, THE SURFACE ABOUT
 TR2218'1/2-IN. ABOVE THE FACE OF THE ROCK, WAS ESTABLISHED 16.53 M. FROM
 TR2218'THE STATION, SET IN CEMENT, WITH THE ARROW POINTING TOWARDS THE
 TR2218'STATION.  THE ANGLE FROM SHARK REEF TO THE REFERENCE MARK IS 195
 TR2218'DEG 01 MIN, N 37 DEG W (TRUE), FROM THE STATION.  THE DISTANCE TO
 TR2218'THE REFERENCE MARK WAS FOUND TO BE 16.41 M. (53.83 FT.)
 TR2218'(HORIZ.).  IT IS ASSUMED THAT THE ORIGINAL DISTANCE OF 16.53 M.
 TR2218'MUST HAVE BEEN A SLOPE MEASUREMENT.
 TR2218
 TR2218                          STATION RECOVERY (1983)
 TR2218
 TR2218'RECOVERY NOTE BY US POWER SQUADRON 1983 (CFH)
 TR2218'DINNER IS. 1897-1940 REFS 2 RECOVERED GOOD.
 TR2218'
 TR2218'REFS MARK NO 2 IS LOCATED EASILY NEAR A PATH IN AN OPEN AREA.  THE
 TR2218'REFS ARROW POINTS IN A SOUTHERLY DIRECTION TOWARDS THE BEACH.  AFTER
 TR2218'A 30 MIN SEARCH BY 4 PEOPLE, INCLUDING THE OWNER OF THE ISLAND,
 TR2218'MRS. MARILYN WARD, REFS 1 NOR THE STATION MARK WERE LOCATED.  THE
 TR2218'AREA IS COVERED WITH SHORE GRASS AND SCRUB OAK.  IT IS BELIEVED
 TR2218'THE RECOVERY OF THE STATION AND REF 1 MARK WILL REQUIRE TOOLS AND
 TR2218'EXHAUSTIVE SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0683 ***********************************************************************
 TQ0683  DESIGNATION -  DIOBSUD
 TQ0683  PID         -  TQ0683
 TQ0683  STATE/COUNTY-  WA/SKAGIT
 TQ0683  USGS QUAD   -  MARBLEMOUNT (1989)
 TQ0683
 TQ0683                         *CURRENT SURVEY CONTROL
 TQ0683  ___________________________________________________________________
 TQ0683* NAD 83(1991)-  48 37 08.03740(N)    121 28 36.93414(W)     ADJUSTED  
 TQ0683* NAVD 88     -      1797.4    (meters)    5897.     (feet)  VERTCON   
 TQ0683  ___________________________________________________________________
 TQ0683  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 TQ0683  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 TQ0683
 TQ0683  HORZ ORDER  -  THIRD
 TQ0683
 TQ0683.The horizontal coordinates were established by classical geodetic methods
 TQ0683.and adjusted by the National Geodetic Survey in December 1991..
 TQ0683
 TQ0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0683
 TQ0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0683
 TQ0683.The geoid height was determined by GEOID03.
 TQ0683
 TQ0683;                    North         East     Units Scale Factor Converg.
 TQ0683;SPC WA N     -   180,196.467   452,550.397   MT  0.99998049   -0 28 45.0
 TQ0683;SPC WA N     -   591,194.58  1,484,742.43   sFT  0.99998049   -0 28 45.0
 TQ0683;UTM  10      - 5,386,211.581   612,247.263   MT  0.99975479   +1 08 34.5
 TQ0683
 TQ0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0683!SPC WA N     -   0.99972125  x   0.99998049  =   0.99970174
 TQ0683!UTM  10      -   0.99972125  x   0.99975479  =   0.99947611
 TQ0683
 TQ0683|---------------------------------------------------------------------|
 TQ0683| PID    Reference Object                     Distance      Geod. Az  |
 TQ0683|                                                           dddmmss.s |
 TQ0683| CS4971 DIOBSUD RM 2                          6.056 METERS 11046     |
 TQ0683| TQ0532 SAUK 2                              APPROX.14.1 KM 2203742.5 |
 TQ0683| CS4970 DIOBSUD RM 1                          2.960 METERS 22907     |
 TQ0683|---------------------------------------------------------------------|
 TQ0683
 TQ0683                          SUPERSEDED SURVEY CONTROL
 TQ0683
 TQ0683  NAD 83(1986)-  48 37 08.04259(N)    121 28 36.93075(W) AD(       ) 3
 TQ0683  NGVD 29 (12/03/90) 1796.2    (m)         5893.     (f) VERT ANG       
 TQ0683
 TQ0683.Superseded values are not recommended for survey control.
 TQ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0683.See file dsdata.txt to determine how the superseded data were derived.
 TQ0683
 TQ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU1224786212(NAD 83)
 TQ0683_MARKER: DS = TRIANGULATION STATION DISK
 TQ0683_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0683_SP_SET: SET IN ROCK OUTCROP
 TQ0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0683+STABILITY: POSITION/ELEVATION WELL
 TQ0683
 TQ0683  HISTORY     - Date     Condition        Report By
 TQ0683  HISTORY     - 1950     MONUMENTED       USGS
 TQ0683
 TQ0683                          STATION DESCRIPTION
 TQ0683
 TQ0683'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 TQ0683'LOCATED ABOUT 10.5 MI WSW. OF NEWHALEM, 6.5 MI NNW. OF
 TQ0683'MARBLEMOUNT.  ON NORTH AND SLIGHTLY LOWER OF TWO ROCK TOPS KNOWN
 TQ0683'AS DIOBSUD BUTTES, LYING BETWEEN DIOBSUD AND BACON CREEKS.  ON
 TQ0683'WEST AND HIGHEST POINT OF TOP, 6 FT. S. AND 1.5 FT. LOWER THAN
 TQ0683'HIGHEST POINT.
 TQ0683'
 TQ0683'REACHED BY HELICOPTER FROM MARBLEMOUNT, LANDING IN THE SADDLE
 TQ0683'BETWEEN THE TWO TOPS.  PACK UPHILL N. TO TOP ABOUT 15 MINUTES.
 TQ0683'
 TQ0683'STATION MARK--STANDARD TABLET STAMPED---DIOBSUD 1950---, CEMENTED
 TQ0683'ROCK OUTCROP.
 TQ0683'
 TQ0683'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK
 TQ0683'OUTCROP.
 TQ0683'
 TQ0683'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK
 TQ0683'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0635 ***********************************************************************
 SD0635  DESIGNATION -  DISAPPOINTMENT
 SD0635  PID         -  SD0635
 SD0635  STATE/COUNTY-  WA/PACIFIC
 SD0635  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0635
 SD0635                         *CURRENT SURVEY CONTROL
 SD0635  ___________________________________________________________________
 SD0635* NAD 83(1991)-  46 16 35.62293(N)    124 02 54.85235(W)     ADJUSTED  
 SD0635* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 SD0635  ___________________________________________________________________
 SD0635  LAPLACE CORR-          13.88  (seconds)                    DEFLEC99
 SD0635  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 SD0635
 SD0635  HORZ ORDER  -  SECOND
 SD0635
 SD0635.The horizontal coordinates were established by classical geodetic methods
 SD0635.and adjusted by the National Geodetic Survey in December 1991..
 SD0635
 SD0635.The orthometric height was scaled from a topographic map.
 SD0635
 SD0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0635
 SD0635.The geoid height was determined by GEOID03.
 SD0635
 SD0635;                    North         East     Units Scale Factor Converg.
 SD0635;SPC WA S     -   110,990.349   226,600.466   MT  0.99992902   -2 34 39.6
 SD0635;SPC WA S     -   364,140.84    743,438.36   sFT  0.99992902   -2 34 39.6
 SD0635;SPC OR N     -   296,043.124 2,226,554.281   MT  1.00008214   -2 30 59.7
 SD0635;SPC OR N     -   971,270.09  7,304,968.11   iFT  1.00008214   -2 30 59.7
 SD0635;UTM  10      - 5,125,310.436   419,212.459   MT  0.99968023   -0 45 28.2
 SD0635
 SD0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0635!SPC WA S     -   0.99999409  x   0.99992902  =   0.99992311
 SD0635!SPC OR N     -   0.99999409  x   1.00008214  =   1.00007623
 SD0635!UTM  10      -   0.99999409  x   0.99968023  =   0.99967432
 SD0635
 SD0635|---------------------------------------------------------------------|
 SD0635| PID    Reference Object                     Distance      Geod. Az  |
 SD0635|                                                           dddmmss.s |
 SD0635| DD9609 DISAPPOINTMENT RM 1                   8.955 METERS 07324     |
 SD0635| SC2259 VII                                 APPROX. 4.9 KM 1080151.7 |
 SD0635| SD0577 BAKER BAY W CHANNEL E JETTY LT      APPROX. 1.6 KM 1275838.0 |
 SD0635| SD0657 CLATSOP SPIT COAST GUARD LOT        APPROX. 6.2 KM 1540152.0 |
 SD0635| DD9610 DISAPPOINTMENT RM 2                  13.125 METERS 24313     |
 SD0635| SD0595 CAPE DISAPPOINTMENT LH              286.604 METERS 25326     |
 SD0635| SD0637 CAPE DISAPPOINTMENT ASTRO STA         1.548 METERS 35302     |
 SD0635|---------------------------------------------------------------------|
 SD0635
 SD0635                          SUPERSEDED SURVEY CONTROL
 SD0635
 SD0635  NAD 83(1991)-  46 16 35.62293(N)    124 02 54.85237(W) AD(       ) 2
 SD0635  NAD 83(1986)-  46 16 35.62811(N)    124 02 54.82427(W) AD(       ) 2
 SD0635  NAD 27      -  46 16 36.26823(N)    124 02 50.27233(W) AD(       ) 2
 SD0635
 SD0635.Superseded values are not recommended for survey control.
 SD0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0635.See file dsdata.txt to determine how the superseded data were derived.
 SD0635
 SD0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1921225310(NAD 83)
 SD0635_MARKER: DS = TRIANGULATION STATION DISK
 SD0635_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SD0635_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SD0635_MAGNETIC: P = MARKER IS A STEEL PIPE
 SD0635
 SD0635  HISTORY     - Date     Condition        Report By
 SD0635  HISTORY     - 1942     MONUMENTED       CGS
 SD0635  HISTORY     - 1956     GOOD             CGS
 SD0635  HISTORY     - 1958     GOOD             CGS
 SD0635  HISTORY     - 1981     GOOD             NOS
 SD0635
 SD0635                          STATION DESCRIPTION
 SD0635
 SD0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SD0635'STATION IS LOCATED ON THE HIGHEST POINT OF CAPE DISAPPOINTMENT (A
 SD0635'PROMINENT PARTLY-BALD HILL), AND ABOUT 300 YD. E OF THE CAPE
 SD0635'DISAPPOINTMENT LIGHTHOUSE.  IT IS ABOUT 10 FT. S OF THE SW CORNER
 SD0635'OF ARMY OBSERVATION POST G 2.
 SD0635'
 SD0635'TO REACH FROM THE ENTRANCE GATE AT FORT CANBY, GO S ACROSS THE
 SD0635'RAILROAD TRACKS UP THE MAIN GRAVEL ROAD FOR 0.1 MI.  TAKE THE LEFT
 SD0635'FORK AND CONTINUE S ALONG THE E BASE OF THE HILLS PASSING THROUGH
 SD0635'A BARRACKS AREA AND THEN UP A STEEP ROAD THROUGH THE TIMBER FOR
 SD0635'0.6 MI. TO THE TOP OF THE GRADE.  TAKE THE RIGHT FORK BACK TO THE
 SD0635'W UPGRADE FOR 0.1 MI. TO THE W END OF AN OLD BATTERY STATION
 SD0635'WHICH IS THE END OF TRUCK TRAVEL.  FROM HERE PACK W UP THE
 SD0635'STAIRWAY THROUGH A GATE WHICH IS KEPT LOCKED FOR ABOUT 100
 SD0635'YD. TO OBSERVATION POST G 2 AND THE STATION.
 SD0635'
 SD0635'STATION IS A STANDARD STATION MARK, PROJECTING ABOUT 3 IN. ABOVE
 SD0635'THE GROUND.  IT IS STAMPED
 SD0635'DISAPPOINTMENT 1942.
 SD0635'
 SD0635'THERE IS NO UNDERGROUND MARK.
 SD0635'
 SD0635'REFERENCE MARK 1 IS E OF THE STATION, AND ABOUT 1 FT. LOWER.  IT
 SD0635'IS STAMPED DISAPPOINTMENT NO 1 1942.
 SD0635'
 SD0635'REFERENCE MARK 2 IS W OF AND ABOUT 1 FT. LOWER THAN THE
 SD0635'STATION.  IT IS STAMPED
 SD0635'DISAPPOINTMENT NO 2 1942.
 SD0635'
 SD0635'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 SD0635
 SD0635                          STATION RECOVERY (1956)
 SD0635
 SD0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 SD0635'THE STATION IS LOCATED ON THE HIGHEST POINT OF CAPE DISAPPOINTMENT,
 SD0635'A PROMINENT PARTLY BALD HILL ABOUT 300 YARDS EAST OF CAPE
 SD0635'DISAPPOINTMENT LIGHT HOUSE AND ABOUT 10 FEET SOUTH OF THE SOUTHWEST
 SD0635'CORNER OF AN ABANDONED ARMY OBSERVATION POST.  IT IS A STANDARD
 SD0635'DISK STAMPED DISAPPOINTMENT 1942 CEMENTED ON THE TOP OF A SECTION
 SD0635'OF SOIL PIPE.
 SD0635'
 SD0635'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK STAMPED
 SD0635'DISAPPOINTMENT NO 1 1942 CEMENTED IN A SECTION OF SOIL PIPE
 SD0635'PROJECTING ABOUT 5 INCHES.  IT IS EAST OF AND ABOUT 1 FOOT LOWER
 SD0635'THAN THE STATION.
 SD0635'
 SD0635'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK STAMPED
 SD0635'DISAPPOINTMENT NO 2 1942 CEMENTED IN A SECTION OF SOIL PIPE
 SD0635'PROJECTING ABOUT 5 INCHES.  IT IS WEST OF AND ABOUT 1 FOOT LOWER
 SD0635'THAN THE STATION.
 SD0635'
 SD0635'TO REACH THE STATION FROM THE POST OFFICE AT ILWACO GO SOUTH ABOUT
 SD0635'100 FEET TO AN INTERSECTION, TURN RIGHT AND GO WEST ABOUT 300 FEET
 SD0635'TO AN INTERSECTION, TURN LEFT AND GO SOUTHERLY FOR 1.7 MILES TO A
 SD0635'FORK, TAKE THE LEFT FORK SOUTH 0.2 MILE TO A FORK (JUST SOUTH OF
 SD0635'A FENCE AND GATE), TAKE THE LEFT FORK SOUTH ABOUT 150 FEET TO A
 SD0635'FORK, TAKE THE LEFT FORK SOUTHERLY FOR 0.5 MILE TO A FORK ABOUT
 SD0635'400 FEET SOUTH OF THE CAPE DISAPPOINTMENT LIFEBOAT STATION,
 SD0635'TAKE THE RIGHT FORK UP A STEEP GRADE 0.1 MILE TO A FORK, TAKE
 SD0635'THE RIGHT FORK 0.1 MILE TO THE WEST END OF AN OLD BATTERY STATION
 SD0635'AND THE END OF TRUCK TRAVEL.  PACK SOUTHWESTERLY UP A STEEP
 SD0635'HILL TO THE HIGHEST PART OF THE HILL AND THE STATION NEAR THE
 SD0635'SOUTHWEST CORNER OF AN ABANDONED ARMY OBSERVATION POST.
 SD0635'
 SD0635'NEW DISTANCES WERE MEASURED AND DIRECTIONS TAKEN TO THE
 SD0635'REFERENCE MARKS.
 SD0635
 SD0635                          STATION RECOVERY (1958)
 SD0635
 SD0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0635'RECOVERED IN GOOD CONDITION ABOUT 2 MILES SOUTH-SOUTHWEST OF ILWACO,
 SD0635'ABOUT 950 FEET EAST OF CAPE DISAPPOINTMENT LIGHTHOUSE ON THE CREST
 SD0635'OF A PARTLY BALD RIDGE, 8 FEET SOUTH OF SOUTHWEST CORNER OF AN
 SD0635'ABANDONED ARMY OBSERVATION POST.
 SD0635'
 SD0635'TO REACH FROM FIRST STREET AND SPRICE STREET IN ILWACO (AT TRAFFIC
 SD0635'BLINKER LIGHT) GO WEST ON SPRUCE STREET FOLLOWING MAIN ROAD FOR
 SD0635'3.1 MILES TO A ROAD FORK, TAKE RIGHT FORK GO 0.4 MILE TO MAIN GATE
 SD0635'OF OLD FORT CANBY, CONTINUE SOUTHWARD ON MAIN ROAD FOR 0.6 MILE
 SD0635'PASSING TO THE LEFT OF THE BUILDINGS OF THE CAPE DISAPPOINTMENT
 SD0635'LIFE BOAT STATION TO A ROAD FORK, TAKE RIGHT FORK (UPHILL) GO
 SD0635'0.1 MILE TO A ROAD FORK, TAKE RIGHT FORK, GO 0.2 MILE WESTWARD
 SD0635'TO WEST END OF OLD GUN BATTERY.  PARK TRUCK AND PACK WESTWARD UP
 SD0635'STEEP HILL FOR ABOUT 100 YARDS TO OLD OBSERVATION POST AND
 SD0635'STATION NEAR SOUTHWEST CORNER OF THE OLD OBSERVATION POST.
 SD0635'
 SD0635'THE STATION IS A STANDARD DISK STAMPED DISAPPOINTMENT 1942
 SD0635'CEMENTED IN THE TOP OF A LENGTH OF 2-INCH CAST-IRON PIPE PROJECTING
 SD0635'2 INCHES ABOVE THE GROUND.
 SD0635'
 SD0635'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DISAPPOINTMENT
 SD0635'NO 1 1942 CEMENTED IN THE TOP OF A 2-INCH CAST-IRON PIPE PROJECTING
 SD0635'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS EAST OF THE STATION.
 SD0635'
 SD0635'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DISAPPOINTMENT
 SD0635'NO 2 1942 CEMENTED IN THE TOP OF A 2-INCH CAST-IRON PIPE PROJECTING
 SD0635'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS WEST OF THE STATION.
 SD0635
 SD0635                          STATION RECOVERY (1981)
 SD0635
 SD0635'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SD0635'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY
 SD0635'DESCRIBED.
 SD0635'
 SD0635'THE STATION IS A STANDARD C+GS DISK
 SD0635'STAMPED---DISAPPOINTMENT 1942---, FASTENED TO A LENGTH OF 2-INCH
 SD0635'CAST IRON SOIL PIPE, PROJECTING 2 INCHES. THE REFERENCE MARKS
 SD0635'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1146 ***********************************************************************
 TP1146  DESIGNATION -  DISAUTEL USGS
 TP1146  PID         -  TP1146
 TP1146  STATE/COUNTY-  WA/OKANOGAN
 TP1146  USGS QUAD   -  OMAK MOUNTAIN (1980)
 TP1146
 TP1146                         *CURRENT SURVEY CONTROL
 TP1146  ___________________________________________________________________
 TP1146* NAD 83(1991)-  48 22 40.02256(N)    119 16 50.64876(W)     ADJUSTED  
 TP1146* NAVD 88     -      1050.     (meters)    3445.     (feet)  SCALED    
 TP1146  ___________________________________________________________________
 TP1146  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 TP1146  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TP1146
 TP1146  HORZ ORDER  -  THIRD
 TP1146
 TP1146.The horizontal coordinates were established by classical geodetic methods
 TP1146.and adjusted by the National Geodetic Survey in December 1991..
 TP1146
 TP1146.The orthometric height was scaled from a topographic map.
 TP1146
 TP1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1146
 TP1146.The geoid height was determined by GEOID03.
 TP1146
 TP1146;                    North         East     Units Scale Factor Converg.
 TP1146;SPC WA N     -   154,347.091   615,001.445   MT  0.99995253   +1 09 21.4
 TP1146;SPC WA N     -   506,387.08  2,017,717.24   sFT  0.99995253   +1 09 21.4
 TP1146;UTM  11      - 5,360,804.060   331,118.403   MT  0.99995043   -1 42 19.2
 TP1146
 TP1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1146!SPC WA N     -   0.99983826  x   0.99995253  =   0.99979080
 TP1146!UTM  11      -   0.99983826  x   0.99995043  =   0.99978870
 TP1146
 TP1146                          SUPERSEDED SURVEY CONTROL
 TP1146
 TP1146  NAD 83(1986)-  48 22 40.03078(N)    119 16 50.64629(W) AD(       ) 3
 TP1146  NAD 27      -  48 22 40.46664(N)    119 16 46.51210(W) AD(       ) 3
 TP1146
 TP1146.Superseded values are not recommended for survey control.
 TP1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1146.See file dsdata.txt to determine how the superseded data were derived.
 TP1146
 TP1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP3111860804(NAD 83)
 TP1146_MARKER: DD = SURVEY DISK
 TP1146_SETTING: 66 = SET IN ROCK OUTCROP
 TP1146_SP_SET: SET IN BEDROCK
 TP1146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1146+STABILITY: POSITION/ELEVATION WELL
 TP1146
 TP1146  HISTORY     - Date     Condition        Report By
 TP1146  HISTORY     - 1945     MONUMENTED       USGS
 TP1146
 TP1146                          STATION DESCRIPTION
 TP1146
 TP1146'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 TP1146'LOCATED ABOUT 12.0 MI E. AND 2.0 MI S. OF OMAK, 2.0 MI W. AND 1.0
 TP1146'MI N. OF DISAUTEL POST OFFICE.  ON SPARSELY-TIMBERED LOW HILL.
 TP1146'
 TP1146'TO REACH FROM DISAUTEL POST OFFICE, DRIVE N. 0.4 MI.  TURN LEFT
 TP1146'ON STATE HWY. 10A 0.2 MI.  TURN RIGHT ON OMAK LO RD. 2.8 MI.  TURN
 TP1146'LEFT ON OLD LOGGING RD. 1.8 MI.  TURN LEFT ON DIM RD. 0.2 MI TO
 TP1146'FOOT OF HILL.  WALK UPHILL (SW.) ABOUT 0.5 MI TO STATION 300 FT
 TP1146'SE. OF HIGHEST POINT.
 TP1146'
 TP1146'STATION MARK--STANDARD TABLET STAMPED---DISAUTEL 1945---, CEMENTED
 TP1146'IN SOLID ROCK.
 TP1146'
 TP1146'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1551 ***********************************************************************
 SW1551  DESIGNATION -  DISBAW
 SW1551  PID         -  SW1551
 SW1551  STATE/COUNTY-  WA/GRANT
 SW1551  USGS QUAD   -  WINCHESTER (1966)
 SW1551
 SW1551                         *CURRENT SURVEY CONTROL
 SW1551  ___________________________________________________________________
 SW1551* NAD 83(1991)-  47 11 32.90295(N)    119 42 56.08437(W)     ADJUSTED  
 SW1551* NAVD 88     -       385.8    (meters)    1266.     (feet)  VERTCON   
 SW1551  ___________________________________________________________________
 SW1551  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 SW1551  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 SW1551
 SW1551  HORZ ORDER  -  SECOND
 SW1551
 SW1551.The horizontal coordinates were established by classical geodetic methods
 SW1551.and adjusted by the National Geodetic Survey in December 1991..
 SW1551
 SW1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1551
 SW1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1551
 SW1551.The geoid height was determined by GEOID03.
 SW1551
 SW1551;                    North         East     Units Scale Factor Converg.
 SW1551;SPC WA S     -   206,945.533   559,442.623   MT  0.99997082   +0 34 11.3
 SW1551;SPC WA S     -   678,953.80  1,835,438.01   sFT  0.99997082   +0 34 11.3
 SW1551;UTM  11      - 5,230,130.932   294,294.924   MT  1.00012007   -1 59 34.6
 SW1551
 SW1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1551!SPC WA S     -   0.99994275  x   0.99997082  =   0.99991357
 SW1551!UTM  11      -   0.99994275  x   1.00012007  =   1.00006281
 SW1551
 SW1551:                Primary Azimuth Mark                     Grid Az
 SW1551:SPC WA S     -  SEATTLE SPOKANE AIRWAY BCN 13            069 53 24.9
 SW1551:UTM  11      -  SEATTLE SPOKANE AIRWAY BCN 13            072 27 10.8
 SW1551
 SW1551|---------------------------------------------------------------------|
 SW1551| PID    Reference Object                     Distance      Geod. Az  |
 SW1551|                                                           dddmmss.s |
 SW1551| SW1537 SEATTLE SPOKANE AIRWAY BCN 13       APPROX. 8.9 KM 0702736.2 |
 SW1551| CF1350 DISBAW RM 3                          12.282 METERS 20620     |
 SW1551| CF1348 DISBAW RM 1                         158.765 METERS 20620     |
 SW1551| SW1573 SEATTLE SPOKANE AIRWAY BCN 11       APPROX.15.8 KM 2565332.3 |
 SW1551| CF1347 DISBAW AZ MK                                       2774551.1 |
 SW1551| SW1556 QUINCY ELEVATED TANK                APPROX.11.6 KM 2941534.2 |
 SW1551| SW1552 QUINCY CONCRETE GRAIN ELEVATOR      APPROX.11.3 KM 2963344.8 |
 SW1551| CF1349 DISBAW RM 2                           7.946 METERS 30800     |
 SW1551|---------------------------------------------------------------------|
 SW1551
 SW1551                          SUPERSEDED SURVEY CONTROL
 SW1551
 SW1551  NAD 83(1986)-  47 11 32.91102(N)    119 42 56.07251(W) AD(       ) 2
 SW1551  NAD 27      -  47 11 33.42500(N)    119 42 51.91200(W) AD(       ) 2
 SW1551  NGVD 29 (07/19/86)  384.7    (m)         1262.     (f) VERT ANG       
 SW1551
 SW1551.Superseded values are not recommended for survey control.
 SW1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1551.See file dsdata.txt to determine how the superseded data were derived.
 SW1551
 SW1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9429530131(NAD 83)
 SW1551_MARKER: DS = TRIANGULATION STATION DISK
 SW1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1551
 SW1551  HISTORY     - Date     Condition        Report By
 SW1551  HISTORY     - 1948     MONUMENTED       CGS
 SW1551  HISTORY     - 1966     GOOD             CGS
 SW1551
 SW1551                          STATION DESCRIPTION
 SW1551
 SW1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SW1551'THE STATION IS LOCATED ON THE HIGHEST OF NUMEROUS SAND DUNES AND
 SW1551'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS 4 MILES
 SW1551'SOUTH OF WINCHESTER, ABOUT 7 MILES AIRLINE SOUTHEAST OF QUINCY AND
 SW1551'12 MILES AIRLINE SOUTHWEST OF EPHRATA.
 SW1551'
 SW1551'THE STATION IS 520 FEET NORTH OF A WIRE FENCELINE AND 7 FEET
 SW1551'SOUTHWEST OF A WHITE WITNESS POST.  THE DISK IS STAMPED DISBAW
 SW1551'1948 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 SW1551'
 SW1551'REFERENCE MARK NUMBER ONE IS 7 FEET LOWER THAN THE STATION, 3
 SW1551'FEET NORTH OF THE FENCELINE AND PROJECTS 4 INCHES ABOVE THE
 SW1551'GROUND.  THE DISK IS STAMPED DISBAW NO 1 1948.
 SW1551'
 SW1551'REFERENCE MARK NUMBER TWO IS 25 FEET WEST NORTHWEST OF THE WHITE
 SW1551'WITNESS POST AND 1 FOOT LOWER THAN THE STATION.  THE DISK IS
 SW1551'STAMPED DISBAW NO 2 1948.
 SW1551'
 SW1551'THE AZIMUTH MARK IS LOCATED IN THE NORTH-SOUTH FENCELINE, 0.15
 SW1551'MILE NORTH OF A FENCE INTERSECTION, 25 FEET EAST OF THE CENTERLINE
 SW1551'OF THE NORTH-SOUTH ROAD AND 2 FEET EAST OF THE FENCELINE.  THE
 SW1551'DISK IS STAMPED DISBAW 1948 AND PROJECTS 2 INCHES ABOVE THE
 SW1551'GROUND.
 SW1551'
 SW1551'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 520 FEET
 SW1551'TO THE FENCELINE.  TURN RIGHT, WEST, AND FOLLOW THE FENCELINE FOR
 SW1551'0.4 MILE TO THE NORTH-SOUTH ROAD.  TURN RIGHT, NORTH, AND GO 0.15
 SW1551'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 SW1551'
 SW1551'TO REACH THE STATION FROM THE POST OFFICE IN WINCHESTER GO 0.2
 SW1551'MILE WESTERLY ON STATE HIGHWAY 10 TO A DIRT ROAD LEFT.  TURN LEFT,
 SW1551'SOUTH, AND GO 4.0 MILES TO A GATE IN A FENCE CORNER ON THE
 SW1551'LEFT.  TURN LEFT, EAST, AND FOLLOW THE FENCE LINE FOR 0.4
 SW1551'MILE.  TURN LEFT, NORTH, CROSS COUNTRY TO THE TOP OF THE HIGHEST
 SW1551'SAND DUNE IN THE VICINITY, A MEASURED DISTANCE OF 520 FEET, AND
 SW1551'THE STATION AS DESCRIBED.
 SW1551
 SW1551                          STATION RECOVERY (1966)
 SW1551
 SW1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SW1551'ALL MARKS WERE RECOVERED, BUT REFERENCE MARK NO. 1 IS OVER 500
 SW1551'FEET AWAY, AND REFERENCE MARK NO. 3 WAS ESTABLISHED ON LINE BETWEEN
 SW1551'THE STATION AND R. M. 1.  A COMPLETE DESCRIPTION FOLLOWS--
 SW1551'
 SW1551'THE STATION IS ABOUT 7 MILES SOUTHEAST OF QUINCY, 4 MILES SOUTH
 SW1551'OF WINCHESTER, 1 MILE NORTHWEST OF STATE HIGHWAY 283 AND IN SECTION
 SW1551'29, T20N, R25E.  IT IS ON THE HIGHEST ONE OF NUMEROUS SAND DUNES
 SW1551'IN THE VICINITY.
 SW1551'
 SW1551'THE STATION MARK, STAMPED DISBAW 1948, IS A STANDARD DISK SET IN
 SW1551'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ON THE
 SW1551'HIGHEST POINT OF THE LOW SAND DUNE AND 10 FEET WEST OF THE WEST
 SW1551'SIDE OF A 3-FOOT DEEP, 30-YARD DIAMETER, SANDY, BARE DEPRESSION
 SW1551'WHICH IS ON THE EASTERN SIDE OF THE SUMMIT OF THE SAND DUNE.  A
 SW1551'METAL WITNESS POST WAS SET 1 FOOT SOUTHEAST OF THE MARK.
 SW1551'
 SW1551'REFERENCE MARK NO. 1, STAMPED DISBAW NO 1 1948, IS A STANDARD
 SW1551'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 SW1551'IS ON THE NORTHERN SLOPE OF A SMALL KNOLL, 4 FEET LOWER THAN THE
 SW1551'SUMMIT, AND 17 YARDS NORTH OF A BARE, SANDY DEPRESSION 20 YARDS IN
 SW1551'DIAMETER, WHICH IS ON THE SUMMIT OF THIS KNOLL.  MARK IS 14 YARDS
 SW1551'SOUTH OF AND 2 FEET HIGHER THAN THE BOTTOM OF A DEPRESSION, AND
 SW1551'7 YARDS NORTH OF A DIM TRACK ROAD.
 SW1551'
 SW1551'REFERENCE MARK NO. 2, STAMPED DISBAW NO 2 1948, IS A STANDARD
 SW1551'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SW1551'10 YARDS WEST OF THE WEST SIDE OF THE 3-FOOT DEEP DEPRESSION, AND
 SW1551'ABOUT 1 FOOT LOWER THAN THE STATION.
 SW1551'
 SW1551'REFERENCE MARK NO. 3, STAMPED DISBAW NO 3 1948 1966, IS A STANDARD
 SW1551'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SW1551'10 YARDS WEST-SOUTHWEST OF THE SOUTHERN END OF THE SANDY DEPRESSION
 SW1551'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 SW1551'
 SW1551'THE AZIMUTH MARK, STAMPED DISBAW 1948, IS A STANDARD DISK SET IN
 SW1551'A SQUARE CONCRETE POST 1 INCH BELOW GROUND.  IT IS 63 FEET EAST OF
 SW1551'THE SOUTHERN ONE OF TWO METAL FENCE POSTS ON THE SUMMIT OF THE
 SW1551'SAND DUNE, (POSTS ARE ON WEST SIDE OF ROAD), 23 FEET EAST OF THE
 SW1551'CENTER OF THE ROAD, 1-1/2 FEET EAST OF THE FENCE AND ABOUT 4 FEET
 SW1551'ABOVE THE ROAD.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF
 SW1551'THE MARK.
 SW1551'
 SW1551'TO REACH FROM THE POST OFFICE AND STORE IN WINCHESTER, GO WEST ON
 SW1551'STATE HIGHWAY 28 FOR 0.4 MILE TO A CROSSROAD, (COUNTY ROADS K-NW
 SW1551'AND 11-NW).  TURN LEFT AND GO SOUTH ON K-NW FOR 3.0 MILES TO
 SW1551'CROSSROAD, (8-NW), CONTINUE SOUTH ON K-NW FOR 0.85 MILE TO POINT
 SW1551'WHERE THE ROAD GOES OVER THE HIGHEST SAND DUNE IN THE IMMEDIATE
 SW1551'VICINITY AND THE AZIMUTH MARK ON THE LEFT, 4 FEET ABOVE THE
 SW1551'ROAD.  ROAD CROSSES HIGHER GROUND 1/4 MILE SOUTH.  CONTINUE
 SW1551'SOUTH 0.15 MILE TO A WEEDY PATCH AND GARBAGE DUMP ON THE LEFT,
 SW1551'TURN LEFT AT THE NORTHWEST CORNER OF THE GARBAGE DUMP AND FOLLOW
 SW1551'THE TRACK ROAD EAST 0.45 MILE TO REFERENCE MARK NO. 1.  GO
 SW1551'NORTH-NORTHEAST 521 FEET TO THE SUMMIT OF THE HIGHEST ONE OF
 SW1551'THE LOW SAND DUNES AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1286 ***********************************************************************
 SW1286  DESIGNATION -  DISC
 SW1286  PID         -  SW1286
 SW1286  STATE/COUNTY-  WA/ADAMS
 SW1286  USGS QUAD   -  SCHOONOVER (1967)
 SW1286
 SW1286                         *CURRENT SURVEY CONTROL
 SW1286  ___________________________________________________________________
 SW1286* NAD 83(1991)-  47 07 29.96114(N)    118 34 24.71883(W)     ADJUSTED  
 SW1286* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 SW1286  ___________________________________________________________________
 SW1286  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 SW1286  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 SW1286
 SW1286  HORZ ORDER  -  SECOND
 SW1286
 SW1286.The horizontal coordinates were established by classical geodetic methods
 SW1286.and adjusted by the National Geodetic Survey in December 1991..
 SW1286
 SW1286.The orthometric height was scaled from a topographic map.
 SW1286
 SW1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1286
 SW1286.The geoid height was determined by GEOID03.
 SW1286
 SW1286;                    North         East     Units Scale Factor Converg.
 SW1286;SPC WA S     -   200,932.713   646,156.806   MT  0.99995900   +1 23 57.8
 SW1286;SPC WA S     -   659,226.74  2,119,932.79   sFT  0.99995900   +1 23 57.8
 SW1286;UTM  11      - 5,220,255.022   380,651.604   MT  0.99977506   -1 09 11.8
 SW1286
 SW1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1286!SPC WA S     -   0.99991189  x   0.99995900  =   0.99987090
 SW1286!UTM  11      -   0.99991189  x   0.99977506  =   0.99968697
 SW1286
 SW1286|---------------------------------------------------------------------|
 SW1286| PID    Reference Object                     Distance      Geod. Az  |
 SW1286|                                                           dddmmss.s |
 SW1286| CF1351 DISC RM 1                                          01055     |
 SW1286| SW1291 POST                                APPROX. 2.0 KM 0794712.3 |
 SW1286| CF1352 DISC RM 2                                          31314     |
 SW1286|---------------------------------------------------------------------|
 SW1286
 SW1286                          SUPERSEDED SURVEY CONTROL
 SW1286
 SW1286  NAD 83(1986)-  47 07 29.97202(N)    118 34 24.71346(W) AD(       ) 2
 SW1286  NAD 27      -  47 07 30.44300(N)    118 34 20.77500(W) AD(       ) 2
 SW1286
 SW1286.Superseded values are not recommended for survey control.
 SW1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1286.See file dsdata.txt to determine how the superseded data were derived.
 SW1286
 SW1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN8065220255(NAD 83)
 SW1286_MARKER: DS = TRIANGULATION STATION DISK
 SW1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1286_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1286
 SW1286  HISTORY     - Date     Condition        Report By
 SW1286  HISTORY     - 1957     MONUMENTED       CGS
 SW1286  HISTORY     - 1967     GOOD             USGS
 SW1286
 SW1286                          STATION DESCRIPTION
 SW1286
 SW1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW1286'THE STATION IS LOCATED IN FLAT ROLLING COUNTRY, ABOUT 9 MILES
 SW1286'WEST OF RITZVILLE, ABOUT 1 MILE NORTH OF U.S. HIGHWAY 10, 1/2
 SW1286'MILE SOUTH OF THE OLD RITZVILLE-MOSES LAKE HIGHWAY, ALONG THE
 SW1286'SECTION LINE ON THE SUMMIT OF A SLIGHT RISE IN A CULTIVATED FIELD.
 SW1286'
 SW1286'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 395
 SW1286'ON THE SOUTHWESTERN SIDE OF RITZVILLE, GO WEST ON U.S. HIGHWAY
 SW1286'10 FOR 4.9 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT, NORTH, AND
 SW1286'GO 1.5 MILES TO A BLACK-TOPPED ROAD WHICH IS THE OLD
 SW1286'RITZVILLE-MOSES LAKE HIGHWAY.  TURN LEFT, WEST, AND GO 3.15 MILES
 SW1286'TO A T-ROAD NORTH AND A TRACK ROAD SOUTH, SEPARATING TWO
 SW1286'FIELDS.  TURN LEFT, SOUTH, AND FOLLOW THE TRACK ROAD FOR 0.5
 SW1286'MILE TO A 1/2 SECTION CORNER (THIS ROAD IS NOT ALWAYS IN
 SW1286'EVIDENCE SINCE THE FIELDS ON BOTH SIDES ARE CULTIVATED CLEAR
 SW1286'TO THE LINE).  TURN LEFT, EAST, AND FOLLOW THE 1/2 SECTION
 SW1286'LINE FOR 0.3 MILE TO THE STATION.
 SW1286'
 SW1286'THE STATION MARK, A STANDARD DISK, STAMPED DISC 1957, IS ON THE
 SW1286'TOP OF A 12 INCH CYLINDRICAL POST WHICH IS 18 INCHES BELOW THE
 SW1286'SURFACE OF THE GROUND AND IS 3.5 FEET NORTH NORTHEAST OF A WHITE
 SW1286'WITNESS POST.
 SW1286'
 SW1286'THE UNDERGROUND MARK, A STANDARD DISK, STAMPED DISC 1957, IS SET
 SW1286'ON THE TOP OF 12 INCH CIRCULAR MASS OF CONCRETE WHICH IS 36 INCHES
 SW1286'BELOW THE GROUND SURFACE.
 SW1286'
 SW1286'REFERENCE MARK 1, A STANDARD DISK, STAMPED DISC NO 1 1957, IS ON
 SW1286'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 SW1286'INCHES.  IT IS 29 FEET SOUTH OF THE CENTER LINE OF THE OLD
 SW1286'RITZVILLE-MOSES LAKE HIGHWAY, 2 FEET WEST OF A POWER POLE (NO
 SW1286'NUMBER), AND 71.4 FEET SOUTHWEST OF POWER POLE NO. 285/6 WHICH
 SW1286'IS ON THE NORTH SIDE OF THE HIGHWAY.
 SW1286'
 SW1286'REFERENCE MARK 2, A STANDARD DISK, STAMPED DISC NO 2 1957, IS
 SW1286'ON THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SW1286'4 INCHES.  IT IS 28 FEET SOUTH OF THE CENTER LINE OF THE OLD
 SW1286'RITZVILLE-MOSES LAKE HIGHWAY, 2.5 FEET EAST OF A POWER POLE
 SW1286'(NO NUMBER), AND 62.5 FEET SOUTHWEST OF POWER POLE NO. 307 WHICH
 SW1286'IS ON THE NORTH SIDE OF THE HIGHWAY.
 SW1286'
 SW1286'AT REFERENCE MARK 1, THE ANGLE DISC TO REFERENCE MARK 2 IS 80 DEG
 SW1286'04 MIN 28.6 SEC.
 SW1286'
 SW1286'AT REFERENCE MARK 2, THE ANGLE REFERENCE MARK 1 TO DISC IS 42 DEG
 SW1286'14 MIN 46.2 SEC.
 SW1286'
 SW1286'OFFICE NOTE--THE DISTANCE TO RM 1 WAS MEASURED BY A 300-FOOT TAPE
 SW1286'ON THE GROUND, AND IS NOT A HORIZONTAL DISTANCE.  THE DISTANCE
 SW1286'TO RM 2 AND BETWEEN RM 1 AND RM 2 WAS COMPUTED.
 SW1286
 SW1286                          STATION RECOVERY (1967)
 SW1286
 SW1286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SW1286'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 SW1286'CORRECTION--IN TO REACH PORTION OF DESCRIPTION THIRD SENTENCE
 SW1286'SHOULD READ--TURN LEFT, WEST, AND GO 4.15 MILES TO
 SW1286'T-ROAD.  ERRONEOUS MILEAGE LISTED AS 3.15 MI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2343 ***********************************************************************
 TR2343  DESIGNATION -  DISCOVERY ISLAND LH
 TR2343  PID         -  TR2343
 TR2343  STATE/COUNTY-  WA/SAN JUAN
 TR2343  USGS QUAD   -  
 TR2343
 TR2343                         *CURRENT SURVEY CONTROL
 TR2343  ___________________________________________________________________
 TR2343* NAD 83(1991)-  48 25 27.36668(N)    123 13 33.30404(W)     ADJUSTED  
 TR2343* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 TR2343  ___________________________________________________________________
 TR2343  LAPLACE CORR-         -13.90  (seconds)                    DEFLEC99
 TR2343  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 TR2343
 TR2343  HORZ ORDER  -  THIRD
 TR2343
 TR2343.The horizontal coordinates were established by classical geodetic methods
 TR2343.and adjusted by the National Geodetic Survey in December 1991..
 TR2343
 TR2343.The orthometric height was scaled from a topographic map.
 TR2343
 TR2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2343
 TR2343.The geoid height was determined by GEOID03.
 TR2343
 TR2343;                    North         East     Units Scale Factor Converg.
 TR2343;SPC WA N     -   161,108.076   322,957.631   MT  0.99995653   -1 46 52.8
 TR2343;SPC WA N     -   528,568.75  1,059,570.16   sFT  0.99995653   -1 46 52.8
 TR2343;UTM  10      - 5,363,482.308   483,286.195   MT  0.99960343   -0 10 08.4
 TR2343
 TR2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2343!SPC WA N     -   1.00000067  x   0.99995653  =   0.99995720
 TR2343!UTM  10      -   1.00000067  x   0.99960343  =   0.99960410
 TR2343
 TR2343                          SUPERSEDED SURVEY CONTROL
 TR2343
 TR2343  NAD 83(1986)-  48 25 27.36787(N)    123 13 33.30580(W) AD(       ) 4
 TR2343
 TR2343.Superseded values are not recommended for survey control.
 TR2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2343.See file dsdata.txt to determine how the superseded data were derived.
 TR2343
 TR2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8328663482(NAD 83)
 TR2343_MARKER: 13 = LIGHTHOUSE
 TR2343_SETTING: 0 = UNSPECIFIED SETTING
 TR2343
 TR2343  HISTORY     - Date     Condition        Report By
 TR2343  HISTORY     - UNK      FIRST OBSERVED
 TR2343  HISTORY     - 1978     GOOD             NOS
 TR2343
 TR2343                          STATION DESCRIPTION
 TR2343
 TR2343'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (RBM)
 TR2343'THE STATION WAS RECOVERED. IT IS LOCATED ABOUT 3 MILES EAST OF THE
 TR2343'CITY OF VICTORIA, ON THE EAST SHORE OF DISCOVERY ISLAND AND ALONG
 TR2343'THE WEST SIDE OF HARO STRAIT.
 TR2343'
 TR2343'THE STATION IS THE WHITE, CIRCULAR LIGHTHOUSE. THE LIGHT IS DISPLAYED
 TR2343'ABOUT 93 FEET ABOVE HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1206 ***********************************************************************
 SV1206  DESIGNATION -  DISHMAN MOD ELEC WATER CO TK 6
 SV1206  PID         -  SV1206
 SV1206  STATE/COUNTY-  WA/SPOKANE
 SV1206  USGS QUAD   -  SPOKANE NE (1986)
 SV1206
 SV1206                         *CURRENT SURVEY CONTROL
 SV1206  ___________________________________________________________________
 SV1206* NAD 83(1991)-  47 40 24.48323(N)    117 16 40.64332(W)     ADJUSTED  
 SV1206* NAVD 88     -                                                        
 SV1206  ___________________________________________________________________
 SV1206  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 SV1206  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 SV1206
 SV1206  HORZ ORDER  -  THIRD
 SV1206
 SV1206.The horizontal coordinates were established by classical geodetic methods
 SV1206.and adjusted by the National Geodetic Survey in December 1991..
 SV1206
 SV1206
 SV1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1206
 SV1206.The geoid height was determined by GEOID03.
 SV1206
 SV1206;                    North         East     Units Scale Factor Converg.
 SV1206;SPC WA N     -    81,043.574   766,888.791   MT  0.99997216   +2 38 49.4
 SV1206;SPC WA N     -   265,890.46  2,516,034.31   sFT  0.99997216   +2 38 49.4
 SV1206;UTM  11      - 5,280,045.955   479,135.202   MT  0.99960535   -0 12 19.8
 SV1206
 SV1206                          SUPERSEDED SURVEY CONTROL
 SV1206
 SV1206  NAD 83(1986)-  47 40 24.48932(N)    117 16 40.62872(W) AD(       ) 4
 SV1206  NAD 27      -  47 40 24.86503(N)    117 16 36.85926(W) AD(       ) 3
 SV1206
 SV1206.Superseded values are not recommended for survey control.
 SV1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1206.See file dsdata.txt to determine how the superseded data were derived.
 SV1206
 SV1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN7913580046(NAD 83)
 SV1206_MARKER: 53 = ELEVATED TANK
 SV1206
 SV1206  HISTORY     - Date     Condition        Report By
 SV1206  HISTORY     - 1968     FIRST OBSERVED   CGS
 SV1206
 SV1206                          STATION DESCRIPTION
 SV1206
 SV1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SV1206'THE STATION IS THE FINIAL KNOB ATOP THE DISHMAN, MODERN ELECTRIC
 SV1206'WATER COMPANY TANK 6, IT IS LOCATED ABOUT 2 BLOCKS EAST OF ARGONNE
 SV1206'ROAD AND JUST TO THE SOUTH OF INTERSTATE 90 AND U.S. HIGHWAY
 SV1206'10.  THE TANK IS PAINTED SILVER IN COLOR, SUPPORTED BY 7 LEGS AND
 SV1206'IS 130 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1608 ***********************************************************************
 TR1608  DESIGNATION -  DISK USN 1954
 TR1608  PID         -  TR1608
 TR1608  STATE/COUNTY-  WA/ISLAND
 TR1608  USGS QUAD   -  COUPEVILLE (1973)
 TR1608
 TR1608                         *CURRENT SURVEY CONTROL
 TR1608  ___________________________________________________________________
 TR1608* NAD 83(1991)-  48 11 04.95656(N)    122 38 14.26706(W)     ADJUSTED  
 TR1608* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 TR1608  ___________________________________________________________________
 TR1608  LAPLACE CORR-          -7.92  (seconds)                    DEFLEC99
 TR1608  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 TR1608
 TR1608  HORZ ORDER  -  SECOND
 TR1608
 TR1608.The horizontal coordinates were established by classical geodetic methods
 TR1608.and adjusted by the National Geodetic Survey in December 1991..
 TR1608
 TR1608.The orthometric height was scaled from a topographic map.
 TR1608
 TR1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1608
 TR1608.The geoid height was determined by GEOID03.
 TR1608
 TR1608;                    North         East     Units Scale Factor Converg.
 TR1608;SPC WA N     -   133,291.162   365,879.809   MT  0.99994293   -1 20 35.1
 TR1608;SPC WA N     -   437,306.09  1,200,390.67   sFT  0.99994293   -1 20 35.1
 TR1608;UTM  10      - 5,336,893.920   526,959.316   MT  0.99960893   +0 16 13.2
 TR1608
 TR1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1608!SPC WA N     -   0.99999442  x   0.99994293  =   0.99993735
 TR1608!UTM  10      -   0.99999442  x   0.99960893  =   0.99960335
 TR1608
 TR1608                          SUPERSEDED SURVEY CONTROL
 TR1608
 TR1608  NAD 83(1986)-  48 11 04.95785(N)    122 38 14.27227(W) AD(       ) 2
 TR1608  NAD 27      -  48 11 05.61700(N)    122 38 09.67600(W) AD(       ) 2
 TR1608
 TR1608.Superseded values are not recommended for survey control.
 TR1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1608.See file dsdata.txt to determine how the superseded data were derived.
 TR1608
 TR1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2695936894(NAD 83)
 TR1608_MARKER: Z = SEE DESCRIPTION
 TR1608_SETTING: 0 = UNSPECIFIED SETTING
 TR1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1608
 TR1608  HISTORY     - Date     Condition        Report By
 TR1608  HISTORY     - 1954     MONUMENTED       USN
 TR1608  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1608
 TR1608                          STATION DESCRIPTION
 TR1608
 TR1608'DESCRIBED BY US NAVY 1954 (RAG)
 TR1608'THE STATION IS LOCATED ON THE GROUNDS OF THE COUPEVILLE OUTLYING
 TR1608'AIRFIELD WHICH IS 3.5 MILES AIRLINE SOUTHEAST OF COUPEVILLE.  THE
 TR1608'STATION MARK IS LOCATED 1/2 MILE SOUTHWEST OF THE CONTROL TOWER AT
 TR1608'THE SOUTHWEST SIDE OF THE AIRFIELD, 38 FEET EAST OF CENTERLINE OF
 TR1608'NORTH-SOUTH GRAVEL ROAD, AND 125 FEET WEST OF A SMALL ORCHARD.
 TR1608'
 TR1608'THE STATION MARK IS A 12- BY 12-INCH CONCRETE POST WITH A
 TR1608'1-1/2-INCH BRASS DISK EMBEDDED.  THE MARK PROJECTS 6 INCHES.
 TR1608'
 TR1608'TO REACH THE STATION FROM THE COURTHOUSE AT COUPEVILLE GO SOUTH
 TR1608'FOR 0.7 MILE TO THE STOP LIGHT IN PRAIRIE CENTER.  TURN LEFT AND
 TR1608'FOLLOW STATE HIGHWAY 1-D EAST AND SOUTH FOR 3.1 MILES TO A GRAVEL
 TR1608'ROAD RIGHT.  TURN RIGHT, WEST, AND GO 0.15 MILE TO T-ROAD
 TR1608'LEFT.  TURN LEFT AND GO SOUTH ALONG WEST SIDE OF AIRFIELD FOR 0.8
 TR1608'MILE TO THE STATION AT EAST SIDE OF ROAD.
 TR1608'
 TR1608'THERE ARE NO REFERENCE MARKS FOR THIS STATION.
 TR1608'
 TR1608'OBSERVATIONS WERE MADE FROM A 4-FOOT TRIPOD.
 TR1608
 TR1608                          STATION RECOVERY (1960)
 TR1608
 TR1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1608'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR1608'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2188 ***********************************************************************
 TR2188  DESIGNATION -  DISNEY 1940
 TR2188  PID         -  TR2188
 TR2188  STATE/COUNTY-  WA/SAN JUAN
 TR2188  USGS QUAD   -  WALDRON ISLAND (1994)
 TR2188
 TR2188                         *CURRENT SURVEY CONTROL
 TR2188  ___________________________________________________________________
 TR2188* NAD 83(1991)-  48 40 33.03115(N)    123 02 37.11100(W)     ADJUSTED  
 TR2188* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2188  ___________________________________________________________________
 TR2188  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 TR2188  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 TR2188
 TR2188  HORZ ORDER  -  THIRD
 TR2188
 TR2188.The horizontal coordinates were established by classical geodetic methods
 TR2188.and adjusted by the National Geodetic Survey in December 1991..
 TR2188
 TR2188.The orthometric height was scaled from a topographic map.
 TR2188
 TR2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2188
 TR2188.The geoid height was determined by GEOID03.
 TR2188
 TR2188;                    North         East     Units Scale Factor Converg.
 TR2188;SPC WA N     -   188,667.599   337,244.861   MT  0.99998970   -1 38 44.2
 TR2188;SPC WA N     -   618,986.95  1,106,444.18   sFT  0.99998970   -1 38 44.2
 TR2188;UTM  10      - 5,391,422.610   496,787.255   MT  0.99960013   -0 01 58.0
 TR2188
 TR2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2188!SPC WA N     -   1.00000302  x   0.99998970  =   0.99999272
 TR2188!UTM  10      -   1.00000302  x   0.99960013  =   0.99960315
 TR2188
 TR2188                          SUPERSEDED SURVEY CONTROL
 TR2188
 TR2188  NAD 83(1986)-  48 40 33.03150(N)    123 02 37.11104(W) AD(       ) 3
 TR2188  NAD 27      -  48 40 33.66400(N)    123 02 32.43800(W) AD(       ) 3
 TR2188
 TR2188.Superseded values are not recommended for survey control.
 TR2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2188.See file dsdata.txt to determine how the superseded data were derived.
 TR2188
 TR2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9678791423(NAD 83)
 TR2188_MARKER: DS = TRIANGULATION STATION DISK
 TR2188_SETTING: 80 = SET IN A BOULDER
 TR2188_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TR2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2188+STABILITY: SURFACE MOTION
 TR2188
 TR2188  HISTORY     - Date     Condition        Report By
 TR2188  HISTORY     - 1940     MONUMENTED       CGS
 TR2188  HISTORY     - 1950     GOOD             CGS
 TR2188  HISTORY     - 1954     GOOD             CGS
 TR2188  HISTORY     - 1957     GOOD             CGS
 TR2188  HISTORY     - 1976     GOOD             NGS
 TR2188  HISTORY     - 1988     GOOD             USPSQD
 TR2188
 TR2188                          STATION DESCRIPTION
 TR2188
 TR2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2188'STATION IS ON THE EXTREME SOUTHERN END OF WALDRON ISLAND AT POINT
 TR2188'DISNEY.  IT IS MARKED BY A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 TR2188'THE APPROXIMATE CENTER OF THE FLAT TOP OF A HUGE BOULDER ON THE
 TR2188'BEACH, 8 FEET ABOVE HIGH WATER.  SINCE THE ROCK FORMATION HERE IS ALL
 TR2188'LOOSE SHALE, NO SUITABLE LOCATION COULD BE FOUND FOR REFERENCE
 TR2188'MARKS.
 TR2188
 TR2188                          STATION RECOVERY (1950)
 TR2188
 TR2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2188'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE ARE NO REFERENCE
 TR2188'MARKS.
 TR2188'
 TR2188'STATION IS ON WALDRON ISLAND, ON THE S END OF POINT DISNEY, AT AN
 TR2188'ABANDONED QUARRY, ABOUT 70 METERS SE OF THE LARGEST BOULDER ON THE
 TR2188'POINT, 29 METERS ESE OF A RINGBOLT SET IN A LARGE FLATTOPPED ROCK,
 TR2188'26 METERS SE OF THE W END OF AN OLD RAILWAY, 17.2 METERS S OF THE
 TR2188'CENTER LINE OF THE OLD RAILWAY, AND 0.99 METER N OF A LARGE SPIKE
 TR2188'SET IN THE ROCK AND PROJECTING ABOUT 1 FOOT.
 TR2188'
 TR2188'STATION MARK IS A BRONZE STATION DISK STAMPED DISNEY 1940 SET IN A
 TR2188'DRILL HOLE IN THE TOP OF A DISH-TOPPED ROCK.
 TR2188
 TR2188                          STATION RECOVERY (1954)
 TR2188
 TR2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2188'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE ARE NO
 TR2188'REFERENCE MARKS.
 TR2188
 TR2188                          STATION RECOVERY (1957)
 TR2188
 TR2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WCR)
 TR2188'STATION RECOVERED IN GOOD CONDITION.  1950 DESCRIPTION IS ADEQUATE
 TR2188'AND COMPLETE.  THERE ARE NO REFERENCE MARKS.
 TR2188
 TR2188                          STATION RECOVERY (1976)
 TR2188
 TR2188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DWC)
 TR2188'STATION RECOVERED AS DESCRIBED.  THERE ARE NO REFERENCE MARKS.
 TR2188'
 TR2188'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 8 MILES NORTHEAST
 TR2188'OF ROCHE HARBOR.
 TR2188
 TR2188                          STATION RECOVERY (1988)
 TR2188
 TR2188'RECOVERY NOTE BY US POWER SQUADRON 1988 (SG)
 TR2188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5274 ***********************************************************************
 SY5274  DESIGNATION -  DIT
 SY5274  PID         -  SY5274
 SY5274  STATE/COUNTY-  WA/KITSAP
 SY5274  USGS QUAD   -  BREMERTON EAST (1981)
 SY5274
 SY5274                         *CURRENT SURVEY CONTROL
 SY5274  ___________________________________________________________________
 SY5274* NAD 83(1991)-  47 35 50.15211(N)    122 32 42.20607(W)     ADJUSTED  
 SY5274* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY5274  ___________________________________________________________________
 SY5274  LAPLACE CORR-         -11.65  (seconds)                    DEFLEC99
 SY5274  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 SY5274
 SY5274  HORZ ORDER  -  THIRD
 SY5274
 SY5274.The horizontal coordinates were established by classical geodetic methods
 SY5274.and adjusted by the National Geodetic Survey in December 1991..
 SY5274
 SY5274.The orthometric height was scaled from a topographic map.
 SY5274
 SY5274.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5274
 SY5274.The geoid height was determined by GEOID03.
 SY5274
 SY5274;                    North         East     Units Scale Factor Converg.
 SY5274;SPC WA N     -    67,836.623   371,283.759   MT  0.99998328   -1 16 27.9
 SY5274;SPC WA N     -   222,560.65  1,218,120.13   sFT  0.99998328   -1 16 27.9
 SY5274;UTM  10      - 5,271,639.684   534,199.937   MT  0.99961437   +0 20 09.4
 SY5274
 SY5274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5274!SPC WA N     -   1.00000346  x   0.99998328  =   0.99998674
 SY5274!UTM  10      -   1.00000346  x   0.99961437  =   0.99961783
 SY5274
 SY5274|---------------------------------------------------------------------|
 SY5274| PID    Reference Object                     Distance      Geod. Az  |
 SY5274|                                                           dddmmss.s |
 SY5274| CF6523 DIT RM 4                             15.118 METERS 08507     |
 SY5274| SY5233 PLEASANT BCH DOCK SIGN NW COR       APPROX. 0.8 KM 1291138.9 |
 SY5274| SY1026 COTTAGE 2 RESET                     APPROX. 1.1 KM 1300835.5 |
 SY5274| SY5294 BEACON                              APPROX. 2.4 KM 1545736.0 |
 SY5274| SY5301 ORCHARD ROCKS BEACON                APPROX. 2.4 KM 1545713.1 |
 SY5274| CF6520 DIT RM 1                             15.606 METERS 16938     |
 SY5274| CF6521 DIT RM 2                             15.911 METERS 17541     |
 SY5274| CF6522 DIT RM 3                             14.691 METERS 18922     |
 SY5274| SY5194 PHELANS CUPOLA                      APPROX. 1.7 KM 2480455.8 |
 SY5274| SY5222 TWO                                 APPROX. 1.1 KM 2823500.9 |
 SY5274| SY5259 RICHS PASSAGE FRONT RNG BEACON      APPROX. 0.8 KM 2961658.2 |
 SY5274| SY5218 ONE                                 APPROX. 1.1 KM 3023320.0 |
 SY5274| SY5219 RICHS PASSAGE REAR RNG BEACON       APPROX. 1.1 KM 3030658.9 |
 SY5274| SY5238 GREENHOUSE STACK                    APPROX. 1.1 KM 3085829.7 |
 SY5274| CF6525 DIT RM 7                             45.019 METERS 31106     |
 SY5274| CF6524 DIT RM 6                              0.991 METERS 33047     |
 SY5274|---------------------------------------------------------------------|
 SY5274
 SY5274                          SUPERSEDED SURVEY CONTROL
 SY5274
 SY5274  NAD 83(1986)-  47 35 50.14624(N)    122 32 42.21186(W) AD(       ) 3
 SY5274  NAD 27      -  47 35 50.79600(N)    122 32 37.73500(W) AD(       ) 3
 SY5274
 SY5274.Superseded values are not recommended for survey control.
 SY5274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5274.See file dsdata.txt to determine how the superseded data were derived.
 SY5274
 SY5274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3420071640(NAD 83)
 SY5274
 SY5274  HISTORY     - Date     Condition        Report By
 SY5274  HISTORY     - 1915     MONUMENTED       CGS
 SY5274  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY5274  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5274  HISTORY     - 1959     SEE DESCRIPTION  CGS
 SY5274  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 SY5274
 SY5274                          STATION DESCRIPTION
 SY5274
 SY5274'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CGQ)
 SY5274'STATION IS LOCATED ON THE S TANGENT OF THE ROUNDED POINT OF
 SY5274'BAINBRIDGE ISLAND, WHICH IS JUST NE OF POINT GLOVER.  THIS POINT
 SY5274'LIES ON THE NE END OF RICHS PASSAGE, AND IS THE MOST PROMINENT
 SY5274'PROJECTION BETWEEN FORT WARD AND THE NE BIGHT OF RICHS
 SY5274'PASSAGE.  FROM IT YOU CAN GET A MIDCHANNEL VIEW OF PORT
 SY5274'ORCHARD.  THE BEACON OFF FORT WARD IS JUST OPEN TO THE S OR W OF
 SY5274'BLAKE ISLAND.
 SY5274'
 SY5274'SEARCH FOR TID STATION MARK WAS UNSUCCESSFUL.  THE FOLLOWING
 SY5274'REFERENCE MARKS WERE FOUND, HOWEVER--TRIANGLE BLAZE IN MOST
 SY5274'NORTHERLY TREE.  REFERENCE MARK + CUT IN BOULDER.  REFERENCE MARK
 SY5274'BIG BASALTIC BOULDER.  TRIANGLE MARKED BOULDER, ABOUT 2 BY 1-1/2
 SY5274'BY 1-1/2 FEET WITH 1/2-INCH DRILL HOLE 1 INCH DEEP IN CENTER.
 SY5274'THIS BOULDER LAY ON TOP OF GROUND LOOSE, AND DIGGING FAILED TO
 SY5274'DISCOVER THE OLD UNDERGROUND MARK.
 SY5274'
 SY5274'UNDERGROUND MARK WAS ESTABLISHED INSIDE OF EDGE OF STORM
 SY5274'HIGH-WATER MARK.  A HOLE WAS DUG DOWN TO HARD CLAY, AND A GLASS
 SY5274'BOTTLE 8-1/2 INCHES BY 2-1/4 INCHES MARKED FOX, TRADE MARK,
 SY5274'J.G. FOX AND CO., SEATTLE, WASH., SET IN CLAY SO THAT TOP OF
 SY5274'BOTTLE WAS 30 INCHES BELOW SURFACE.  CONCRETE WAS THEN PACKED
 SY5274'AROUND BOTTLE.  ON TOP OF THIS UNDERGROUND MARK, CONCRETE WAS
 SY5274'RAMMED, FILLING HOLE UNTIL FLUSH WITH SURFACE.  A STANDARD
 SY5274'BRASS C. AND G.S. DISK WAS SET OVER CENTER, FLUSH WITH SURFACE
 SY5274'IN THE 22-INCH SQUARE CONCRETE BLOCK.
 SY5274'
 SY5274'REFERENCE MARKS ARE AS FOLLOW--
 SY5274'
 SY5274'REFERENCE MARK NO.1--IS A 1/2 OR 3/4-INCH DRILL HOLE 1-1/2
 SY5274'INCHES DEEP IN THE TOP OF A GRANITE BOULDER ABOUT 2 FEET BY 1-1/2
 SY5274'FEET BY 1-1/2 FEET LYING ON THE SURFACE APPROXIMATELY ON SITE OF
 SY5274'OLD STATION TID.  THIS IS PROBABLY THE OLD MARKER BOULDER.
 SY5274'DISTANCE 16 FEET FROM HIGHEST POINT OF BOULDER REFERENCE MARK NO.3.
 SY5274'
 SY5274'REFERENCE MARK NO.2--IS THE OLD + REFERENCE MARK CUT IN THE N
 SY5274'SIDE OF TOP OF IRON STAINED 5-FOOT DIAMETER 3-FEET HIGH BOULDER,
 SY5274'JUST E OF LARGE BASALTIC BOULDER IN WHICH REFERENCE MARK IS CUT.
 SY5274'
 SY5274'REFERENCE MARK NO.3--IS A TRIANGLE CUT ON INSHORE SIDE OF A
 SY5274'LARGE BOULDER 8 BY 6 BY 7 FEET HIGH, BELOW HIGH-WATER LINE.  THE
 SY5274'TRIANGLE CUT IS 3 FEET BELOW THE TOP OF THE BOULDER AND 3 FEET
 SY5274'ABOVE GROUND.
 SY5274'
 SY5274'REFERENCE MARK NO.4--IS AN OLD TRIANGLE BLAZE IN A 3-FOOT SPRUCE.
 SY5274'
 SY5274'REFERENCE MARK NO.5--IS AN 18-INCH TRIANGLE CUT ALONGSIDE
 SY5274'REFERENCE MARK NO.4.
 SY5274'
 SY5274'REFERENCE MARK NO.6--IS A TRIANGLE BLAZE WITH BARK LEFT IN
 SY5274'CENTER IN AN 8-INCH SPRUCE N OF STATION AND IN RANGE WITH BEACON.
 SY5274'
 SY5274'REFERENCE MARK NO.7--TWO LARGE GRANITE BOULDERS IN 120 DEG TO
 SY5274'RIGHT OF NEW.
 SY5274'
 SY5274'REFERENCE MARK NO.8--FENCE CORNER 3 FEET TO LEFT OF LINE TO
 SY5274'COTTAGE.
 SY5274'
 SY5274'AT REFERENCE MARK NO.1 ANGLE COTTAGE TO SIGNAL IS 140 DEG 40
 SY5274'MIN (COUNTER-CLOCKWISE).
 SY5274
 SY5274                          STATION RECOVERY (1933)
 SY5274
 SY5274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HBC)
 SY5274'STATION RECOVERED AS DESCRIBED.  REFERENCE MARKS NOS. 1, 2, 3,
 SY5274'AND 7 ONLY RECOVERED.  SEVERAL HOUSES HAVE BEEN BUILT ALONG THE
 SY5274'BEACH IN THIS VICINITY.  A LOW CONCRETE BLOCK CONTAINING THE
 SY5274'STATION MARK, WHICH IS FLUSH WITH TOP OF SEA WALL AT SE END OF
 SY5274'CONCRETE STEPS IN WALL.  THE BLOCK CONTAINING STATION MARK IS NOW
 SY5274'A PART OF SEA WALL.  THE RESIDENTS STATED THAT EXTREME CARE WAS
 SY5274'USED WHEN BUILDING SEA WALL AND THAT STATION WAS NOT DISTURBED
 SY5274'IN ANY WAY.  DIGGING WAS DONE TO A DEPTH OF 2 FEET ON ONE SIDE
 SY5274'ON CONCRETE BLOCK WHEN STATION WAS RECOVERED TO BE SURE
 SY5274'ENTIRE BLOCK WAS STILL IN EXISTENCE.
 SY5274'
 SY5274'DISTANCES DISAGREE WITH DISTANCES OF 1915.  HOWEVER, BOULDERS
 SY5274'CONTAINING REFERENCE MARKS ARE LOOSE AND MAY HAVE BEEN MOVED.  ALL
 SY5274'ANGLES OF TRIANGLE DIT NEW COTTAGE 2 WERE REOBSERVED, AND
 SY5274'AGREEMENT WITH 1915 ANGLES PROVE IDENTITY OF STATION.  IT IS
 SY5274'FELT THAT NO DOUBT EXISTS AS TO RECOVERY OF EXACT SPOT OF
 SY5274'STATION.
 SY5274
 SY5274                          STATION RECOVERY (1934)
 SY5274
 SY5274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5274'RECOVERED AS DESCRIBED.  MARK WAS STAMPED DIT 1915.  REFERENCE
 SY5274'MARKS 1, 2, 3, AND 7 FOUND IN GOOD CONDITION.  OLD REFERENCE MARKS
 SY5274'4, 5, 6 AND 8 NOT FOUND, PROBABLY DESTROYED BY RECENT IMPROVEMENTS
 SY5274'ALONG THIS BEACH.
 SY5274'
 SY5274'A FLAG POLE STANDS 14.9 FEET N BY E OF STATION.
 SY5274
 SY5274                          STATION RECOVERY (1959)
 SY5274
 SY5274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCM)
 SY5274'THE STATION MARK WAS FOUND AS DESCRIBED BY H.B.C. IN 1933.  THE
 SY5274'BLOCK CONTAINING THE STATION MARK HAS BEEN UNDERMINED BY EROSION
 SY5274'AND HAS BROKEN AWAY FROM THE SEA WALL.
 SY5274'
 SY5274'R.M. 1 HAS BEEN LOST THROUGH NEW CONSTRUCTION.
 SY5274'
 SY5274'R.M. 2, A CROSS CHISELLED IN BOULDER, WAS FOUND.  IT WAS
 SY5274'53.2 FEET FROM STATION.  ONE FOOT FARTHER AWAY THAN IN 1933.
 SY5274'
 SY5274'R.M. 3, A TRIANGLE CHISELLED IN LARGE BOULDER, WAS FOUND TO BE
 SY5274'48.6 FEET FROM STATION.  0.35 FOOT FARTHER THAN IN 1933.
 SY5274'
 SY5274'R.M. 7 COULD NOT BE FOUND.
 SY5274'
 SY5274'BECAUSE OF EROSION AND MOVEMENT OF STATION MARK, AND CHANGES
 SY5274'IN MEASUREMENTS TO RMS 2 AND 3, STATION WAS CONSIDERED LOST.  THE
 SY5274'DISK WAS CHIPPED OUT.
 SY5274
 SY5274                          STATION RECOVERY (1961)
 SY5274
 SY5274'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 SY5274'STATION CONSIDERED LOST.  CONCRETE BLOCK REMAINS.
 SY5274'
 SY5274'REFERENCE MARK NO. 3 WAS FOUND--OTHERS WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0311 ***********************************************************************
 TR0311  DESIGNATION -  DITCH
 TR0311  PID         -  TR0311
 TR0311  STATE/COUNTY-  WA/ISLAND
 TR0311  USGS QUAD   -  OAK HARBOR (1973)
 TR0311
 TR0311                         *CURRENT SURVEY CONTROL
 TR0311  ___________________________________________________________________
 TR0311* NAD 83(1991)-  48 20 50.91487(N)    122 39 07.85184(W)     ADJUSTED  
 TR0311* NAVD 88     -         5.616  (meters)      18.43   (feet)  ADJUSTED  
 TR0311  ___________________________________________________________________
 TR0311  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 TR0311  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TR0311  DYNAMIC HT  -           5.618 (meters)      18.43  (feet)  COMP
 TR0311  MODELED GRAV-     980,861.2   (mgal)                       NAVD 88
 TR0311
 TR0311  HORZ ORDER  -  SECOND
 TR0311  VERT ORDER  -  FIRST     CLASS II
 TR0311
 TR0311.The horizontal coordinates were established by classical geodetic methods
 TR0311.and adjusted by the National Geodetic Survey in December 1991..
 TR0311
 TR0311.The orthometric height was determined by differential leveling
 TR0311.and adjusted by the National Geodetic Survey in June 1991..
 TR0311
 TR0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0311
 TR0311.The geoid height was determined by GEOID03.
 TR0311
 TR0311.The dynamic height is computed by dividing the NAVD 88
 TR0311.geopotential number by the normal gravity value computed on the
 TR0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0311.degrees latitude (g = 980.6199 gals.).
 TR0311
 TR0311.The modeled gravity was interpolated from observed gravity values.
 TR0311
 TR0311;                    North         East     Units Scale Factor Converg.
 TR0311;SPC WA N     -   151,410.045   365,201.075   MT  0.99995027   -1 21 15.0
 TR0311;SPC WA N     -   496,751.12  1,198,163.86   sFT  0.99995027   -1 21 15.0
 TR0311;UTM  10      - 5,354,980.398   525,771.000   MT  0.99960816   +0 15 35.6
 TR0311
 TR0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0311!SPC WA N     -   1.00000260  x   0.99995027  =   0.99995287
 TR0311!UTM  10      -   1.00000260  x   0.99960816  =   0.99961076
 TR0311
 TR0311:                Primary Azimuth Mark                     Grid Az
 TR0311:SPC WA N     -  FARM                                     072 43 15.8
 TR0311:UTM  10      -  FARM                                     071 06 25.2
 TR0311
 TR0311|---------------------------------------------------------------------|
 TR0311| PID    Reference Object                     Distance      Geod. Az  |
 TR0311|                                                           dddmmss.s |
 TR0311| TR0309 FARM                                APPROX. 1.2 KM 0712200.8 |
 TR0311| TR0313 FENCE                               462.679 METERS 1660745.8 |
 TR0311| TR0312 DITCH RM 1                           21.643 METERS 25528     |
 TR0311| CF8621 DITCH RM 2                           23.388 METERS 28047     |
 TR0311| TR0308 46 R S                               29.780 METERS 29747     |
 TR0311|---------------------------------------------------------------------|
 TR0311
 TR0311                          SUPERSEDED SURVEY CONTROL
 TR0311
 TR0311  NAD 83(1986)-  48 20 50.91689(N)    122 39 07.85592(W) AD(       ) 2
 TR0311  NAD 27      -  48 20 51.55200(N)    122 39 03.23000(W) AD(       ) 2
 TR0311  NGVD 29 (??/??/92)    4.471  (m)           14.67   (f) ADJ UNCH    1 2
 TR0311
 TR0311.Superseded values are not recommended for survey control.
 TR0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0311.See file dsdata.txt to determine how the superseded data were derived.
 TR0311
 TR0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2577154980(NAD 83)
 TR0311_MARKER: DS = TRIANGULATION STATION DISK
 TR0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0311_SP_SET: CULVERT
 TR0311_STAMPING: DITCH 1951
 TR0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0311
 TR0311  HISTORY     - Date     Condition        Report By
 TR0311  HISTORY     - 1951     MONUMENTED       CGS
 TR0311  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR0311  HISTORY     - 1952     GOOD             NGS
 TR0311  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0311  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0311
 TR0311                          STATION DESCRIPTION
 TR0311
 TR0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 TR0311'STATION IS LOCATED NEAR THE EAST EDGE OF AULT FIELD OF THE WHIDBEY
 TR0311'ISLAND NAVAL AIR STATION ABOUT 3/4 MILE NORTH OF THE INTERSECTION
 TR0311'OF TORPEDO ROAD AND STATE HIGHWAY 1-D ON A PROMINENT ROCK OUTCROP
 TR0311'JUST EAST OF THE NORTH CORNER OF RUNWAY 26.  STATION IS ABOUT 98
 TR0311'FEET EAST OF THE CENTERLINE INTERSECTION OF THE HIGHWAY AND A
 TR0311'CONCRETE CULVERT.  THERE IS A PROMINENT DITCH AT THIS POINT
 TR0311'WHICH SKIRTS AROUND THE ROCK OUTCROP AT THE STATION.  STATION
 TR0311'MARK IS A STANDARD DISK STAMPED DITCH 1951 CEMENTED IN A DRILL
 TR0311'HOLE IN THE ROCK OUTCROP.
 TR0311'
 TR0311'R. M. NO.1 IS A STANDARD REFERENCE DISK STAMPED NO. 1, 1951
 TR0311'CEMENTED INTO A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CULVERT
 TR0311'AND IS ABOUT 30 FEET SOUTHEAST OF THE CENTERLINE INTERSECTION
 TR0311'OF HIGHWAY AND CULVERT.
 TR0311'
 TR0311'R. M. NO. 2 IS A TAPERED PRECAST CONCRETE MONUMENT (4 IN X 4 IN
 TR0311'AT TOP) HAVING A BRASS PLATE IN THE TOP STAMPED 13.85.  THE
 TR0311'DECIMAL POINT WAS USED AS THE CENTER OF THE MARK.  MARK IS
 TR0311'EVIDENTLY A BENCH MARK (ORIGIN UNKNOWN) AND IS 35 FEET NORTHEAST
 TR0311'OF THE CENTERLINE INTERSECTION OF THE ROAD AND CULVERT AND IN
 TR0311'THE EAST FENCE LINE.
 TR0311'
 TR0311'R. M. NO. 3 IS AN 8 IN DIAM. PRECAST CYLINDER OF CONCRETE
 TR0311'PROJECTING ABOUT 8 INCHES ABOVE GROUND WITH A STANDARD USGS BENCH
 TR0311'DISK CEMENTED INTO THE TOP STAMPED 46RS.  MARK IS ABOUT 59-1/2 FEET
 TR0311'NORTH NORTHEAST OF THE CENTERLINE INTERSECTION OF THE ROAD AND
 TR0311'CULVERT AT THE FENCE LINE ON THE EAST SIDE OF THE ROAD.
 TR0311
 TR0311                          STATION RECOVERY (1952)
 TR0311
 TR0311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 TR0311'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION AS
 TR0311'DESCRIBED IN LITHOGRAPH LIST NO.1065 WHIDBEY ISLAND NAVAL AIR
 TR0311'STATION, WASHINGTON, DESCRIPTION ADEQUATE.
 TR0311
 TR0311                          STATION RECOVERY (1952)
 TR0311
 TR0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0311'4.7 MI N FROM OAK HARBOR.
 TR0311'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0311'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.8 MILE NORTH
 TR0311'ALONG OLD HIGHWAY 1D, IN THE TOP OF AN OUTCROP ABOUT LEVEL WITH THE
 TR0311'OLD HIGHWAY, ABOUT 1.0 MILE EAST (AIRLINE) FROM THE CONTROL TOWER AT
 TR0311'AULT FIELD, 107 FEET EAST OF THE CENTER OF THE OLD HIGHWAY AND A
 TR0311'WOVEN-WIRE GATE ACROSS THE HIGHWAY, 71.6 FEET EAST OF THE CENTER OF
 TR0311'THE EAST END OF A 4- BY 4-FOOT BOX CULVERT, 18 1/2 FEET NORTH OF THE
 TR0311'APPROXIMATE CENTER OF A DRAINAGE DITCH, 14.4 FEET SOUTH OF A 6
 TR0311'1/2-FOOT HIGH WOVEN-WIRE FENCE ON AULT FIELD PROPERTY LINE.
 TR0311
 TR0311                          STATION RECOVERY (1960)
 TR0311
 TR0311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0311'THE STATION AND REFERENCE MARK 3 (46RS (USGS)) WERE RECOVERED
 TR0311'IN GOOD CONDITION AS DESCRIBED.
 TR0311'
 TR0311'THE TOP 4 INCHES OF THE CULVERT IN WHICH REFERENCE MARK 1 WAS
 TR0311'SET HAS BEEN BROKEN OFF AND THE MARK HAS BEEN DESTROYED.
 TR0311'
 TR0311'REFERENCE MARK 2 WAS FOUND PUSHED OVER AND HAS BEEN DESTROYED.
 TR0311'
 TR0311'REFERENCE MARK 3 WAS FOUND AS DESCRIBED.  IT IS 32.6 FT. EAST
 TR0311'OF THE CENTER OF A DEAD END ROAD AND IS FLUSH WITH THE GROUND.  THE
 TR0311'DISTANCE FROM THE STATION TO THIS MARK WAS MEASURED AND WAS
 TR0311'FOUND TO BE 29.742 M (97.52 FT).
 TR0311
 TR0311                          STATION RECOVERY (1960)
 TR0311
 TR0311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (MEW)
 TR0311'STATION HAS BEEN DESTROYED BY CONSTRUCTION OF NEW RUNWAY AT
 TR0311'WHIDBEY ISLAND NAVAL AIR STATION.  STATION MARK DISK HAS BEEN
 TR0311'RETURNED TO SEATTLE DISTRICT OFFICE.  REFERENCE MARK DISKS WERE
 TR0311'NOT RETURNED, BUT R.M.S ARE UNDOUBTEDLY ALSO LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0312 ***********************************************************************
 TR0312  DESIGNATION -  DITCH RM 1
 TR0312  PID         -  TR0312
 TR0312  STATE/COUNTY-  WA/ISLAND
 TR0312  USGS QUAD   -  OAK HARBOR (1973)
 TR0312
 TR0312                         *CURRENT SURVEY CONTROL
 TR0312  ___________________________________________________________________
 TR0312* NAD 83(1986)-  48 20 50.     (N)    122 39 08.     (W)     SCALED    
 TR0312* NAVD 88     -         3.233  (meters)      10.61   (feet)  ADJUSTED  
 TR0312  ___________________________________________________________________
 TR0312  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TR0312  DYNAMIC HT  -           3.234 (meters)      10.61  (feet)  COMP
 TR0312  MODELED GRAV-     980,861.2   (mgal)                       NAVD 88
 TR0312
 TR0312  VERT ORDER  -  FIRST     CLASS II
 TR0312
 TR0312.The horizontal coordinates were scaled from a topographic map and have
 TR0312.an estimated accuracy of +/- 6 seconds.
 TR0312
 TR0312.The orthometric height was determined by differential leveling
 TR0312.and adjusted by the National Geodetic Survey in June 1991..
 TR0312
 TR0312.The geoid height was determined by GEOID03.
 TR0312
 TR0312.The dynamic height is computed by dividing the NAVD 88
 TR0312.geopotential number by the normal gravity value computed on the
 TR0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0312.degrees latitude (g = 980.6199 gals.).
 TR0312
 TR0312.The modeled gravity was interpolated from observed gravity values.
 TR0312
 TR0312;                    North         East    Units  Estimated Accuracy
 TR0312;SPC WA N     -   151,380.      365,200.      MT  (+/- 180 meters Scaled)
 TR0312
 TR0312                          SUPERSEDED SURVEY CONTROL
 TR0312
 TR0312  NGVD 29 (??/??/92)    2.088  (m)            6.85   (f) ADJ UNCH    1 2
 TR0312
 TR0312.Superseded values are not recommended for survey control.
 TR0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0312.See file dsdata.txt to determine how the superseded data were derived.
 TR0312
 TR0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU257549(NAD 83)
 TR0312_MARKER: DR = REFERENCE MARK DISK
 TR0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0312_SP_SET: CULVERT
 TR0312_STAMPING: NO 1 1951
 TR0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0312
 TR0312  HISTORY     - Date     Condition        Report By
 TR0312  HISTORY     - 1951     MONUMENTED       CGS
 TR0312  HISTORY     - 1952     GOOD             NGS
 TR0312
 TR0312                          STATION DESCRIPTION
 TR0312
 TR0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0312'4.7 MI N FROM OAK HARBOR.
 TR0312'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0312'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.8 MILE NORTH
 TR0312'ALONG OLD HIGHWAY 1D, IN THE TOP OF THE SOUTHEAST CORNER OF A 4- BY
 TR0312'4-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, ABOUT 1.0 MILE
 TR0312'(AIRLINE) FROM THE CONTROL TOWER ON AULT FIELD, 71.2 FEET WEST OF
 TR0312'TRIANGULATION STATION DITCH, 49.2 FEET SOUTHEAST OF THE CENTER LINE OF
 TR0312'THE HIGHWAY AND ENTRANCE GATE ACROSS THE HIGHWAY, 32.6 FEET SOUTH OF A
 TR0312'6-FOOT HIGH WOVEN-WIRE FENCE ON AULT FIELD PROPERTY LINE, 24 FEET EAST
 TR0312'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 5 FEET LOWER THAN THE
 TR0312'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI3661 ***********************************************************************
 AI3661  DESIGNATION -  DIVE
 AI3661  PID         -  AI3661
 AI3661  STATE/COUNTY-  WA/KING
 AI3661  USGS QUAD   -  
 AI3661
 AI3661                         *CURRENT SURVEY CONTROL
 AI3661  ___________________________________________________________________
 AI3661* NAD 83(1991)-  47 41 14.17112(N)    122 15 36.06016(W)     ADJUSTED  
 AI3661* NAVD 88     -        15.9    (meters)      52.     (feet)  VERTCON   
 AI3661  ___________________________________________________________________
 AI3661  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AI3661  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AI3661
 AI3661  HORZ ORDER  -  THIRD
 AI3661
 AI3661.The horizontal coordinates were established by classical geodetic methods
 AI3661.and adjusted by the National Geodetic Survey in November 1999..
 AI3661
 AI3661.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3661
 AI3661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3661
 AI3661.The geoid height was determined by GEOID03.
 AI3661
 AI3661;                    North         East     Units Scale Factor Converg.
 AI3661;SPC WA N     -    77,404.694   392,900.712   MT  0.99997034   -1 03 43.9
 AI3661;SPC WA N     -   253,951.90  1,289,041.75   sFT  0.99997034   -1 03 43.9
 AI3661;UTM  10      - 5,281,807.695   555,532.060   MT  0.99963789   +0 32 50.0
 AI3661
 AI3661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3661!SPC WA N     -   1.00000122  x   0.99997034  =   0.99997156
 AI3661!UTM  10      -   1.00000122  x   0.99963789  =   0.99963911
 AI3661
 AI3661                          SUPERSEDED SURVEY CONTROL
 AI3661
 AI3661  NGVD 29 (11/30/99)   14.9    (m)           49.     (f) VERT ANG       
 AI3661
 AI3661.Superseded values are not recommended for survey control.
 AI3661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3661.See file dsdata.txt to determine how the superseded data were derived.
 AI3661
 AI3661_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5553281808(NAD 83)
 AI3661_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI3661_SETTING: 0 = UNSPECIFIED SETTING
 AI3661_MARK LOGO: NOS   
 AI3661_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3661+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI3661
 AI3661  HISTORY     - Date     Condition        Report By
 AI3661  HISTORY     - 1991     MONUMENTED       NOS
 AI3661
 AI3661                          STATION DESCRIPTION
 AI3661
 AI3661'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 (JGF)
 AI3661'THIS STATION IS LOCATED ON THE TOP OF THE THREE STORY DIVE TOWER ON
 AI3661'THE NORTH END OF BUILDING 8 OF THE SAND POINT NOAA BASE IN SEATTLE,
 AI3661'WA. TO REACH THE STATION, TURN INTO THE MAIN ENTRANCE OF THE FACILITY
 AI3661'ON SAND POINT WY, THEN PROCEED 0.2 MILES ALONG THE ENTRANCE ROAD UNTIL
 AI3661'A SIGN POINTING TOWARDS BUILDING 8.  TURN LEFT AND PROCEED TO THE
 AI3661'CONCRETE PARKING LOT ON THE NORTH END OF BUILDING 8.  THE DIVE TOWER
 AI3661'IS THE THREE STORY METAL STRUCTURE NEXT TO BUILDING 8. THE MARK IS AN
 AI3661'EQUILATERAL TRIANGLE WITH A CENTER DOT, ETCHED INTO THE TOP STEEL DECK
 AI3661'OF THE TOWER.  THE MARK IS 60 CM FROM THE NORTH END OF THE TOWER AND
 AI3661'58 CM FROM THE EDGE OF THE DIVE TANK. DESCRIBED BY S TOSINI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI3662 ***********************************************************************
 AI3662  DESIGNATION -  DIVE MINIRANGER
 AI3662  PID         -  AI3662
 AI3662  STATE/COUNTY-  WA/KING
 AI3662  USGS QUAD   -  
 AI3662
 AI3662                         *CURRENT SURVEY CONTROL
 AI3662  ___________________________________________________________________
 AI3662* NAD 83(1991)-  47 41 14.19142(N)    122 15 36.02933(W)     ADJUSTED  
 AI3662* NAVD 88     -        15.8    (meters)      52.     (feet)  VERTCON   
 AI3662  ___________________________________________________________________
 AI3662  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AI3662  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AI3662
 AI3662  HORZ ORDER  -  THIRD
 AI3662
 AI3662.The horizontal coordinates were established by classical geodetic methods
 AI3662.and adjusted by the National Geodetic Survey in November 1999..
 AI3662
 AI3662.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3662
 AI3662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3662
 AI3662.The geoid height was determined by GEOID03.
 AI3662
 AI3662;                    North         East     Units Scale Factor Converg.
 AI3662;SPC WA N     -    77,405.309   392,901.366   MT  0.99997033   -1 03 43.9
 AI3662;SPC WA N     -   253,953.92  1,289,043.90   sFT  0.99997033   -1 03 43.9
 AI3662;UTM  10      - 5,281,808.327   555,532.697   MT  0.99963790   +0 32 50.0
 AI3662
 AI3662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3662!SPC WA N     -   1.00000125  x   0.99997033  =   0.99997158
 AI3662!UTM  10      -   1.00000125  x   0.99963790  =   0.99963915
 AI3662
 AI3662                          SUPERSEDED SURVEY CONTROL
 AI3662
 AI3662  NGVD 29 (11/30/99)   14.7    (m)           48.     (f) VERT ANG       
 AI3662
 AI3662.Superseded values are not recommended for survey control.
 AI3662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3662.See file dsdata.txt to determine how the superseded data were derived.
 AI3662
 AI3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5553381808(NAD 83)
 AI3662_MARKER: DD = SURVEY DISK
 AI3662_SETTING: 0 = UNSPECIFIED SETTING
 AI3662_MARK LOGO: NOS   
 AI3662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3662
 AI3662  HISTORY     - Date     Condition        Report By
 AI3662  HISTORY     - 1991     MONUMENTED       NOS
 AI3662
 AI3662                          STATION DESCRIPTION
 AI3662
 AI3662'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 (JGF)
 AI3662'THIS STATION IS LOCATED ON THE TOP OF THE THREE STORY DIVE TOWER ON
 AI3662'THE NORTH END OF THE SAND POINT NOAA FACILITY IN SEATTLE. TO REACH THE
 AI3662'STATION, TURN INTO THE MAIN ENTRANCE OF THE NOAA FACILITY ON SAND
 AI3662'POINT WAY.  THEN PROCEED 0.2 MILES ALONG THE ENTRANCE ROAD UNTIL
 AI3662'COMING UPON A SIGN POINTING TOWARD BUILDING 8. TURN LEFT AND PROCEED
 AI3662'TO THE CONCRETE PARKING LOT ON THE NORTH END OF THE BUILDING 8.  THE
 AI3662'DIVE TOWER IS THE THREE STORY METAL STRUCTURE LOCATED IN THE PARKING
 AI3662'LOT ON THE NORTH SIDE OF BUILDING 8. THE STATION IS AN  X  SCRIBED IN
 AI3662'THE TOP OF THE EASTERN MOST POST OF THE MOST NORTHERN PAIR OF POSTS OF
 AI3662'THE HANDRAIL.  THE STATION LIES 0.898 METERS FROM STATION  DIVE  AT
 AI3662'045 DEGREES 45 MINUTES TRUE. STATION DESCRIBED BY DKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1011 ***********************************************************************
 TP1011  DESIGNATION -  DIVIDE
 TP1011  PID         -  TP1011
 TP1011  STATE/COUNTY-  WA/STEVENS
 TP1011  USGS QUAD   -  ADAMS MTN (1993)
 TP1011
 TP1011                         *CURRENT SURVEY CONTROL
 TP1011  ___________________________________________________________________
 TP1011* NAD 83(1991)-  48 05 56.78088(N)    118 02 29.27292(W)     ADJUSTED  
 TP1011* NAVD 88     -      1360.6    (meters)    4464.     (feet)  VERTCON   
 TP1011  ___________________________________________________________________
 TP1011  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 TP1011  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 TP1011
 TP1011  HORZ ORDER  -  THIRD
 TP1011
 TP1011.The horizontal coordinates were established by classical geodetic methods
 TP1011.and adjusted by the National Geodetic Survey in December 1991..
 TP1011
 TP1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1011
 TP1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1011
 TP1011.The geoid height was determined by GEOID03.
 TP1011
 TP1011;                    North         East     Units Scale Factor Converg.
 TP1011;SPC WA N     -   125,972.379   707,887.229   MT  0.99994231   +2 04 43.0
 TP1011;SPC WA N     -   413,294.38  2,322,460.02   sFT  0.99994231   +2 04 43.0
 TP1011;UTM  11      - 5,327,840.065   422,460.784   MT  0.99967387   -0 46 30.7
 TP1011
 TP1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1011!SPC WA N     -   0.99978965  x   0.99994231  =   0.99973197
 TP1011!UTM  11      -   0.99978965  x   0.99967387  =   0.99946359
 TP1011
 TP1011|---------------------------------------------------------------------|
 TP1011| PID    Reference Object                     Distance      Geod. Az  |
 TP1011|                                                           dddmmss.s |
 TP1011| CF1354 DIVIDE RM 2                           3.380 METERS 15643     |
 TP1011| TP1010 STILES                              APPROX. 9.4 KM 2095711.5 |
 TP1011| CF1353 DIVIDE RM 1                          13.917 METERS 27426     |
 TP1011|---------------------------------------------------------------------|
 TP1011
 TP1011                          SUPERSEDED SURVEY CONTROL
 TP1011
 TP1011  NAD 83(1986)-  48 05 56.79065(N)    118 02 29.26916(W) AD(       ) 3
 TP1011  NAD 27      -  48 05 57.19105(N)    118 02 25.34747(W) AD(       ) 3
 TP1011  NGVD 29 (07/19/86) 1359.3    (m)         4460.     (f) VERT ANG       
 TP1011
 TP1011.Superseded values are not recommended for survey control.
 TP1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1011.See file dsdata.txt to determine how the superseded data were derived.
 TP1011
 TP1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP2246127840(NAD 83)
 TP1011_MARKER: DD = SURVEY DISK
 TP1011_SETTING: 80 = SET IN A BOULDER
 TP1011_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TP1011
 TP1011  HISTORY     - Date     Condition        Report By
 TP1011  HISTORY     - 1943     MONUMENTED       USGS
 TP1011
 TP1011                          STATION DESCRIPTION
 TP1011
 TP1011'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 TP1011'LOCATED ABOUT 12 MI S. AND 14 MI W. OF CHEWELAH ON DIVIDE BETWEEN
 TP1011'HEADWATERS OF CAMAS CREEK ON E. AND DRAINAGE INTO COLUMBIA RIVER
 TP1011'TO W., ABOUT 1.5 MI NW. OF POINT WHERE HWY. FROM SPRINGDALE TO
 TP1011'HUNTERS CROSSES DIVIDE, ON HIGH POINT AT WESTERN END OF SPUR
 TP1011'RIDGE WHERE IT BEGINS STEEP BREAK OFF INTO COLUMBIA RIVER
 TP1011'DRAINAGE.  TOP IS ABOUT 150 YARDS IN LENGTH E.-W.  STATION IS ON
 TP1011'HIGHEST POINT ABOUT 100 FT FROM WEST END.
 TP1011'
 TP1011'TO REACH FROM SPRINGDALE, DRIVE ABOUT 1.0 MI W. ON U.S. HWY. 395
 TP1011'TO RD. FORKS AND SIGN HUNTERS 32.  TURN LEFT ON HUNTERS RD. 17.7
 TP1011'MI TO SUMMIT AT RD. FORK S. AND TWO LOG CABINS ON SOUTH SIDE OF
 TP1011'MAIN RD.  LEAVE TRUCK AND PACK NORTHWARD TO TOP OF FIRST RIDGE
 TP1011'AND DIM TRAIL, FOLLOW TRAIL UP RIDGE TO LARGE STUBBY PARTLY-DEAD
 TP1011'PINE TREE STANDING SOMEWHAT ALONE.  TURN LEFT OFF RIDGE AND FOLLOW
 TP1011'CONTOUR ALONG WEST SLOPE ABOUT 0.5 MI UNTIL OPEN GROUND IN DRAIN
 TP1011'IS ENTERED.  ASCEND TO SADDLE NORTHWARD.  TURN LEFT (W.) AND FOLLOW
 TP1011'STOCK TRAIL ALONG SUMMIT TO STATION.
 TP1011'
 TP1011'STATION MARK--STANDARD TABLET STAMPED---DIVIDE 1943---, CEMENTED IN
 TP1011'ROCK OUTCROP.
 TP1011'
 TP1011'RM 1--STANDARD RM TABLET CEMENTED IN ROCK OUTCROP.
 TP1011'
 TP1011'RM 2--STANDARD RM TABLET CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0871 ***********************************************************************
 TO0871  DESIGNATION -  DIZZY
 TO0871  PID         -  TO0871
 TO0871  STATE/COUNTY-  WA/STEVENS
 TO0871  USGS QUAD   -  CHINA BEND (1969)
 TO0871
 TO0871                         *CURRENT SURVEY CONTROL
 TO0871  ___________________________________________________________________
 TO0871* NAD 83(1991)-  48 49 03.83136(N)    117 57 12.92649(W)     ADJUSTED  
 TO0871* NAVD 88     -       626.9    (meters)    2057.     (feet)  VERTCON   
 TO0871  ___________________________________________________________________
 TO0871  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 TO0871  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TO0871
 TO0871  HORZ ORDER  -  SECOND
 TO0871
 TO0871.The horizontal coordinates were established by classical geodetic methods
 TO0871.and adjusted by the National Geodetic Survey in December 1991..
 TO0871
 TO0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0871
 TO0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0871
 TO0871.The geoid height was determined by GEOID03.
 TO0871
 TO0871;                    North         East     Units Scale Factor Converg.
 TO0871;SPC WA N     -   206,065.436   711,437.986   MT  1.00001697   +2 08 38.5
 TO0871;SPC WA N     -   676,066.35  2,334,109.46   sFT  1.00001697   +2 08 38.5
 TO0871;UTM  11      - 5,407,632.558   429,998.243   MT  0.99966020   -0 43 03.8
 TO0871
 TO0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0871!SPC WA N     -   0.99990444  x   1.00001697  =   0.99992141
 TO0871!UTM  11      -   0.99990444  x   0.99966020  =   0.99956468
 TO0871
 TO0871|---------------------------------------------------------------------|
 TO0871| PID    Reference Object                     Distance      Geod. Az  |
 TO0871|                                                           dddmmss.s |
 TO0871| CF1355 DIZZY RM 1                            7.111 METERS 08351     |
 TO0871| TO0880 LANE                                APPROX. 3.0 KM 2743228.3 |
 TO0871|---------------------------------------------------------------------|
 TO0871
 TO0871                          SUPERSEDED SURVEY CONTROL
 TO0871
 TO0871  NAD 83(1986)-  48 49 03.83167(N)    117 57 12.92427(W) AD(       ) 2
 TO0871  NAD 27      -  48 49 04.17200(N)    117 57 08.96900(W) AD(       ) 2
 TO0871  NGVD 29 (07/19/86)  625.7    (m)         2053.     (f) VERT ANG       
 TO0871
 TO0871.Superseded values are not recommended for survey control.
 TO0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0871.See file dsdata.txt to determine how the superseded data were derived.
 TO0871
 TO0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ2999807633(NAD 83)
 TO0871_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0871_SETTING: 66 = SET IN ROCK OUTCROP
 TO0871_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TO0871
 TO0871  HISTORY     - Date     Condition        Report By
 TO0871  HISTORY     - 1936     MONUMENTED       BOR
 TO0871  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TO0871
 TO0871                          STATION DESCRIPTION
 TO0871
 TO0871'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0871'LOCATED IN THE SE 1/4 SEC. 3, T. 38 N., R. 38 E. WM, APPROXIMATELY
 TO0871'1/4 MILE S OF 1/4 SEC. 3-2, 5 FEET W OF SECTION LINE 3-2, ON THE
 TO0871'BRINK OF THE MOST E OF A SUCCESSION OF LIMESTONE CLIFFS OVERLOOKING
 TO0871'THE COLUMBIA RIVER.
 TO0871'
 TO0871'TO REACH STATION FROM THE W END OF KETTLE FALLS BRIDGE, GO N ON
 TO0871'U.S. HIGHWAY 395.  AT 3.15 TURN RIGHT ON DIRT ROAD.  AT 4.0 PASS
 TO0871'SAWMILL AND FOLLOW RIVER ROAD N.  AT 4.5 CROSS BRIDGE.  AT 5.5 GO
 TO0871'THROUGH UNDERPASS, TURN LEFT.  AT 6.1 TURN RIGHT AT N END OF
 TO0871'BRIDGE.  AT 14.0 KEEP TO RIGHT AT JUNCTION, ON RIVER ROAD.  AT
 TO0871'20.4 JUNCTION WITH KELLY HILL ROAD, KEEP RIGHT.  AT 20.55 TAKE
 TO0871'LEFT FORK UP SIDE OF DRAW, LEAVE RIVER ROAD.  AT 21.0 TAKE RIGHT
 TO0871'FORK UPHILL.  AT 21.6 GO THROUGH WOOD GATE, KEEP RIGHT, AND IN
 TO0871'200 FEET GO THROUGH SECOND GATE.  AT 21.75 GO THROUGH WOOD
 TO0871'GATE INTO BARNYARD.  AT 21.8 TURN LEFT THROUGH WOOD GATE AND UP
 TO0871'FARM LANE PAST HOUSE.  AT 22.5 PASS DESERTED HOUSE, TURN RIGHT
 TO0871'(S) TO EDGE OF CLEARING BACK OF HOUSE.  LEAVE CAR NEAR PATH AND
 TO0871'HIKE S ALONG PATH CLOSE TO SECTION LINE ABOUT 1/2 MILE TO
 TO0871'STATION.
 TO0871'
 TO0871'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20,
 TO0871'RESPECTIVELY.
 TO0871'
 TO0871'HEIGHT OF STAND ABOVE STATION MARK - 1.29 METERS.
 TO0871
 TO0871                          STATION RECOVERY (1947)
 TO0871
 TO0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TO0871'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 TO0871'AS DESCRIBED BY THE U.S.B.R. IN 1936.  SINCE THE ORIGINAL
 TO0871'DESCRIPTION IS INADEQUATE A NEW DESCRIPTION IS SUBMITTED--
 TO0871'
 TO0871'STATION IS LOCATED ABOUT 9 MILES SW OF NORTHPORT, ABOUT 1.8 MILES
 TO0871'E OF FIFTEEN MILE CREEK, IN SW 1/4 SEC. 3, T. 38 N., R. 38
 TO0871'E. WM, ON THE W SIDE OF ROOSEVELT LAKE, ON THE BRINK OF THE MOST
 TO0871'E OF A SUCCESSION OF LIMESTONE CLIFFS OVERLOOKING THE LAKE.  A
 TO0871'4-FOOT STAND OF WOOD ANCHORED IN A ROCK CAIRN IS OVER THE STATION
 TO0871'WHICH IS 82 METERS ENE OF A FIR TREE AND A DEAD SNAG ABOUT 3
 TO0871'METERS APART.
 TO0871'
 TO0871'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK STAMPED
 TO0871'DIZZY 1936 AND IS SET ACCORDING TO NOTE 3.
 TO0871'
 TO0871'R.M. 1 IS ENE OF THE STATION.  IT IS A CHISELED CROSS INSIDE A
 TO0871'TRIANGLE ON A BOULDER.
 TO0871'
 TO0871'TO REACH THE STATION FROM THE W END OF THE ABANDONED HIGHWAY
 TO0871'BRIDGE IN NORTHPORT, PROCEED S ALONG DIRT ROAD THAT FOLLOWS THE
 TO0871'LAKE FOR 1.2 MILES AND DIRT ROAD RIGHT, CONTINUE STRAIGHT AHEAD ON
 TO0871'MAIN ROAD FOR 4.55 MILES AND ROAD RIGHT (ROAD SIGN PEPOON LAKE
 TO0871'AND FLAGSTAFF MOUNTAIN), CONTINUE STRAIGHT AHEAD FOR 0.65 MILE,
 TO0871'BEAR RIGHT ON MAIN ROAD AND GO 0.95 MILE AND ROAD LEFT, CONTINUE
 TO0871'ON SAME ROAD AND GO 1.4 MILES, BEAR LEFT ON SAME ROAD (SCHOOL
 TO0871'ON RIGHT) AND GO 0.5 MILE, TAKE LEFT FORK (SAME ROAD) AND GO
 TO0871'0.9 MILE TO CROSSROADS, CONTINUE ON SAME ROAD AND GO 0.5
 TO0871'MILE, TURN LEFT ON DIRT ROAD (SIGN READS DENNY FARM) AND GO
 TO0871'0.9 MILE, TAKE RIGHT FORK (DIRT ROAD) AND GO 1.9 MILES AND END
 TO0871'OF TRUCK TRAVEL (FARMYARD WITH HOUSE ON LEFT AND BARN ON
 TO0871'RIGHT).  PACK ENE ACROSS FIELDS UPHILL, THENCE ALONG THE
 TO0871'TOP OF THE LIMESTONE RIDGES FOR ABOUT 0.8 MILE TO THE MOST E
 TO0871'PROMONTORY OF A LIMESTONE CLIFF AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2191 ***********************************************************************
 RC2191  DESIGNATION -  DLC 37
 RC2191  PID         -  RC2191
 RC2191  STATE/COUNTY-  WA/KLICKITAT
 RC2191  USGS QUAD   -  WHITE SALMON (1994)
 RC2191
 RC2191                         *CURRENT SURVEY CONTROL
 RC2191  ___________________________________________________________________
 RC2191* NAD 83(1991)-  45 43 10.29023(N)    121 28 52.82692(W)     ADJUSTED  
 RC2191* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 RC2191  ___________________________________________________________________
 RC2191  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 RC2191  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC2191
 RC2191  HORZ ORDER  -  THIRD
 RC2191
 RC2191.The horizontal coordinates were established by classical geodetic methods
 RC2191.and adjusted by the National Geodetic Survey in December 1991..
 RC2191
 RC2191.The orthometric height was scaled from a topographic map.
 RC2191
 RC2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2191
 RC2191.The geoid height was determined by GEOID03.
 RC2191
 RC2191;                    North         East     Units Scale Factor Converg.
 RC2191;SPC WA S     -    43,401.093   423,598.778   MT  1.00002774   -0 42 46.2
 RC2191;SPC WA S     -   142,391.75  1,389,756.99   sFT  1.00002774   -0 42 46.2
 RC2191;SPC OR N     -   228,585.295 2,423,605.329   MT  0.99994078   -0 41 45.4
 RC2191;SPC OR N     -   749,951.76  7,951,461.05   iFT  0.99994078   -0 41 45.4
 RC2191;UTM  10      - 5,064,007.058   618,185.711   MT  0.99977172   +1 05 14.6
 RC2191
 RC2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2191!SPC WA S     -   1.00000085  x   1.00002774  =   1.00002859
 RC2191!SPC OR N     -   1.00000085  x   0.99994078  =   0.99994163
 RC2191!UTM  10      -   1.00000085  x   0.99977172  =   0.99977257
 RC2191
 RC2191                          SUPERSEDED SURVEY CONTROL
 RC2191
 RC2191  NAD 83(1991)-  45 43 10.29023(N)    121 28 52.82692(W) AD(       ) 3
 RC2191  NAD 83(1986)-  45 43 10.30454(N)    121 28 52.82854(W) AD(       ) 3
 RC2191  NAD 27      -  45 43 10.87500(N)    121 28 48.56900(W) AD(       ) 3
 RC2191
 RC2191.Superseded values are not recommended for survey control.
 RC2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2191.See file dsdata.txt to determine how the superseded data were derived.
 RC2191
 RC2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1818664007(NAD 83)
 RC2191_MARKER: DD = SURVEY DISK
 RC2191_SETTING: 0 = UNSPECIFIED SETTING
 RC2191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2191
 RC2191  HISTORY     - Date     Condition        Report By
 RC2191  HISTORY     - 1939     MONUMENTED       USE
 RC2191  HISTORY     - 1948     GOOD             CGS
 RC2191  HISTORY     - 1959     GOOD             CGS
 RC2191
 RC2191                          STATION DESCRIPTION
 RC2191
 RC2191'DESCRIBED BY US ENGINEERS 1939 (WMS)
 RC2191'STATION IS ABOUT 0.4 MILE E OF THE HOOD RIVER-WHITE SALMON
 RC2191'BRIDGE, ON THE N BANK OF THE COLUMBIA RIVER, AND JUST S OF THE S
 RC2191'RIGHT-OF-WAY FENCE OF THE S.P. AND S. RAILWAY.
 RC2191'
 RC2191'STATION IS MARKED BY A U.S.E. BRONZE DISK IN A 2-INCH IRON PIPE.
 RC2191'
 RC2191'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK,
 RC2191'AS DESCRIBED.
 RC2191'
 RC2191'STATION CAN BE REACHED AS FOLLOWS--FROM THE N END OF ABOVE
 RC2191'BRIDGE, GO E ON U.S. HIGHWAY 830 0.4 MILE, TURN S ON LANE TO MAIL
 RC2191'BOX OF MR. E.V. ADAMSON.  GO TO MR. ADAMSONS GATE AND PARK.  WALK
 RC2191'SE ALONG SW SIDE OF ORCHARD TO GATES IN RAILROAD RIGHT-OF-WAY
 RC2191'FENCE.  CROSS RAILROAD AND REFERENCE MARK NO.2 IS BY E GATE POST
 RC2191'OF GATE ON S SIDE OF TRACKS, STATION IS 6 METERS SE OF THIS GATE
 RC2191'POST, AND REFERENCE MARK NO.1 IS ON THE TOP OF A ROCKY KNOLL S
 RC2191'OF THE TRACKS.
 RC2191'
 RC2191'NOTE.--R.M.NO.1 IS THE OCCUPIED ECCENTRIC POINT FOR ABOVE
 RC2191'STATION.
 RC2191
 RC2191                          STATION RECOVERY (1948)
 RC2191
 RC2191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2191'ALL MARKS WERE RECOVERED IN EXCELLENT SHAPE.
 RC2191'
 RC2191'STATION IS ABOUT 0.4 MILE E OF THE OREGON-WASHINGTON TOLL
 RC2191'BRIDGE, ON THE N BANK OF THE COLUMBIA RIVER, AND JUST S OF THE S
 RC2191'RIGHT-OF-WAY FENCE OF THE SPOKANE PORTLAND AND SEATTLE
 RC2191'RAILWAY.  STATION IS MARKED BY A U.S.E. BRONZE DISK IN A 2-INCH
 RC2191'IRON PIPE, STAMPED D.L.C. NO. 37, 1936.  IT IS A GRASSY AREA AND
 RC2191'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE.
 RC2191'
 RC2191'R.M. 1 IS A BRONZE DISK SET IN ROCK AT THE TOP OF A ROCKY KNOLL
 RC2191'S OF THE STATION.  (NOTE--R.M. 1 WAS THE OCCUPIED ECCENTRIC POINT
 RC2191'FOR THE ABOVE STATION.) IT IS 40.658 METERS OR 133.37 FEET S OF
 RC2191'THE STATION.
 RC2191'
 RC2191'R.M. 2 IS A BRONZE DISK SET IN OUTCROPPING BEDROCK BY THE E
 RC2191'GATEPOST OF THE GATE ON S SIDE OF TRACKS AT RAILROAD CROSSING AND
 RC2191'IS 5.920 METERS OR 19.42 FEET NW OF THE STATION.
 RC2191'
 RC2191'STATION CAN BE REACHED AS FOLLOWS--FROM THE N END OF THE
 RC2191'OREGON-WASHINGTON TOLL BRIDGE, GO E ALONG U.S. HIGHWAY 830 0.4
 RC2191'MILE, TURN S ON LANE AT MR. HENRY B. ISIGER MAIL BOX, AND GO TO
 RC2191'GATE OF MR. ISIGERS AND PARK TRUCK HERE.  WALK SE ALONG SW EDGE
 RC2191'OF ORCHARD TO GATES IN RAILROAD RIGHT-OF-WAY FENCE.  CROSS
 RC2191'RAILROAD AND R.M. 2 IS BY E GATEPOST OF GATE ON S SIDE OF
 RC2191'TRACKS, STATION IS 6 METERS SE OF THIS GATEPOST, AND R.M. 1 IS
 RC2191'ON TOP OF A ROCKY KNOLL S OF THE RAILROAD TRACK OR ALONG THE N
 RC2191'BANK OF THE COLUMBIA RIVER ABOUT 15 FEET ABOVE THE HIGH-WATER
 RC2191'LINE.
 RC2191'
 RC2191'THE 1939 DISTANCES WERE VERIFIED BUT NO CHECK MADE ON THE
 RC2191'DIRECTIONS AT THIS TIME.
 RC2191
 RC2191                          STATION RECOVERY (1959)
 RC2191
 RC2191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2191'RECOVERED IN GOOD CONDITION ABOUT 1/2 MILE EAST OF THE NORTH END
 RC2191'OF THE HOOD RIVER-WHITE SALMON TOLL BRIDGE ON THE NORTH SIDE OF
 RC2191'THE COLUMBIA RIVER, ABOUT 120 FEET EAST OF A STREAM, 110 FEET
 RC2191'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE UNDERWOOD FRUIT
 RC2191'CO. WAREHOUSE, 66 FEET SOUTH OF THE CENTERLINE OF THE SPOKANE,
 RC2191'PORTLAND AND SEATTLE RAILWAY TRACK, 34.7 FEET SOUTHEAST OF AN
 RC2191'8-INCH SQUARE WOODEN GATE POST, 14.6 FEET SOUTHWEST OF A GUYED
 RC2191'TRANSFORMER POWER POLE.
 RC2191'
 RC2191'THE STATION IS A CORP OF ENGINEERS DISK, STAMPED DLC NO 37 1936,
 RC2191'SET IN THE TOP OF A 2-INCH IRON PIPE, PROJECTING ABOUT 4 INCHES
 RC2191'ABOVE THE SURFACE OF THE GROUND.
 RC2191'
 RC2191'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DLC 37 NO 1 1939 SET
 RC2191'IN THE TOP OF A ROCKY KNOLL.  IT IS SOUTH OF THE STATION.
 RC2191'
 RC2191'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DLC NO 37 NO 2 1939
 RC2191'SET IN A ROCK OUTCROP.
 RC2191'
 RC2191'TO REACH FROM THE NORTH END OF THE HOOD RIVER - WHITE SALMON TOLL
 RC2191'BRIDGE ROAD AND U.S. HIGHWAY 830, GO EAST ON U.S. HIGHWAY 830 FOR
 RC2191'0.7 MILE, TURN RIGHT, GO 0.2 MILE TO SOUTHWEST CORNER OF UNDERWOOD
 RC2191'FRUIT COMPANY WAREHOUSE, PARK TRUCK AND PACK SOUTH ACROSS RAILROAD
 RC2191'TRACKS TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2181 ***********************************************************************
 RC2181  DESIGNATION -  DLC 37 RM 1
 RC2181  PID         -  RC2181
 RC2181  STATE/COUNTY-  WA/KLICKITAT
 RC2181  USGS QUAD   -  WHITE SALMON (1994)
 RC2181
 RC2181                         *CURRENT SURVEY CONTROL
 RC2181  ___________________________________________________________________
 RC2181* NAD 83(1991)-  45 43 09.10470(N)    121 28 53.64552(W)     ADJUSTED  
 RC2181* NAVD 88     -        28.     (meters)      92.     (feet)  SCALED    
 RC2181  ___________________________________________________________________
 RC2181  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 RC2181  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC2181
 RC2181  HORZ ORDER  -  THIRD
 RC2181
 RC2181.The horizontal coordinates were established by classical geodetic methods
 RC2181.and adjusted by the National Geodetic Survey in December 1991..
 RC2181
 RC2181.The orthometric height was scaled from a topographic map.
 RC2181
 RC2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2181
 RC2181.The geoid height was determined by GEOID03.
 RC2181
 RC2181;                    North         East     Units Scale Factor Converg.
 RC2181;SPC WA S     -    43,364.714   423,580.620   MT  1.00002783   -0 42 46.8
 RC2181;SPC WA S     -   142,272.40  1,389,697.42   sFT  1.00002783   -0 42 46.8
 RC2181;SPC OR N     -   228,548.913 2,423,587.183   MT  0.99994073   -0 41 46.0
 RC2181;SPC OR N     -   749,832.39  7,951,401.52   iFT  0.99994073   -0 41 46.0
 RC2181;UTM  10      - 5,063,970.135   618,168.710   MT  0.99977167   +1 05 14.0
 RC2181
 RC2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2181!SPC WA S     -   0.99999897  x   1.00002783  =   1.00002680
 RC2181!SPC OR N     -   0.99999897  x   0.99994073  =   0.99993970
 RC2181!UTM  10      -   0.99999897  x   0.99977167  =   0.99977064
 RC2181
 RC2181|---------------------------------------------------------------------|
 RC2181| PID    Reference Object                     Distance      Geod. Az  |
 RC2181|                                                           dddmmss.s |
 RC2181| RC2191 DLC 37                               40.658 METERS 02549     |
 RC2181| RC2145 BINGEN                              APPROX. 2.3 KM 1100938.1 |
 RC2181|---------------------------------------------------------------------|
 RC2181
 RC2181                          SUPERSEDED SURVEY CONTROL
 RC2181
 RC2181  NAD 83(1991)-  45 43 09.10470(N)    121 28 53.64552(W) AD(       ) 3
 RC2181  NAD 83(1986)-  45 43 09.11901(N)    121 28 53.64713(W) AD(       ) 3
 RC2181  NAD 27      -  45 43 09.68900(N)    121 28 49.38800(W) AD(       ) 3
 RC2181
 RC2181.Superseded values are not recommended for survey control.
 RC2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2181.See file dsdata.txt to determine how the superseded data were derived.
 RC2181
 RC2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR1816963970(NAD 83)
 RC2181
 RC2181  HISTORY     - Date     Condition        Report By
 RC2181  HISTORY     - 1939     MONUMENTED       USE
 RC2181  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2181
 RC2181                          STATION DESCRIPTION
 RC2181
 RC2181'DESCRIBED BY US ENGINEERS 1939 (WMS)
 RC2181'SEE STATION DLC 37 USE
 RC2181
 RC2181                          STATION RECOVERY (1959)
 RC2181
 RC2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2181'RECOVERED IN GOOD CONDITION, ABOUT 1/2 MILE EAST OF THE NORTH
 RC2181'END OF THE HOOD RIVER - WHITE SALMON TOLL BRIDGE, ON THE NORTH
 RC2181'SHORE OF THE COLUMBIA RIVER, ABOUT 200 FEET SOUTH OF THE SPOKANE,
 RC2181'PORTLAND AND SEATTLE RAILWAY TRACKS, ABOUT 250 FEET SOUTH OF THE
 RC2181'SOUTH END OF THE UNDERWOOD FRUIT AND WAREHOUSE COMPANY WAREHOUSE.
 RC2181'
 RC2181'THE STATION IS A STANDARD REFERENCE MARK DISK, STAMPED DLC 37 NO
 RC2181'1 1939, SET IN THE TOP OF A ROCKY KNOLL.  (NOTE--THIS STATION IS
 RC2181'REFERENCE MARK 1 FOR STATION D.L.C. NO 37 (USE) 1939.)
 RC2181'
 RC2181'TO REACH FROM THE NORTH END OF THE HOOD RIVER - WHITE SALMON TOLL
 RC2181'BRIDGE ROAD AND U.S. HIGHWAY 830, GO EAST ON U.S. HIGHWAY 830 FOR
 RC2181'0.7 MILE, TURN RIGHT ON SIDE ROAD, GO 0.2 MILE TO SOUTHWEST CORNER
 RC2181'OF LARGE FRUIT GROWERS WAREHOUSE, PARK TRUCK AND PACK SOUTHWARD,
 RC2181'ABOUT 75 YARDS TO ROCKY KNOLL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AD9194 ***********************************************************************
 AD9194  SACS        -  This is a Secondary Airport Control Station.
 AD9194  DESIGNATION -  DLS A
 AD9194  PID         -  AD9194
 AD9194  STATE/COUNTY-  WA/KLICKITAT
 AD9194  USGS QUAD   -  THE DALLES SOUTH (1994)
 AD9194
 AD9194                         *CURRENT SURVEY CONTROL
 AD9194  ___________________________________________________________________
 AD9194* NAD 83(1998)-  45 37 17.13488(N)    121 10 41.02804(W)     ADJUSTED  
 AD9194* NAVD 88     -        63.76   (meters)     209.2    (feet)  GPS OBS   
 AD9194  ___________________________________________________________________
 AD9194  X           -  -2,313,350.979 (meters)                     COMP
 AD9194  Y           -  -3,823,099.107 (meters)                     COMP
 AD9194  Z           -   4,535,948.449 (meters)                     COMP
 AD9194  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AD9194  ELLIP HEIGHT-          42.28  (meters)          (07/02/01) GPS OBS
 AD9194  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 AD9194
 AD9194  HORZ ORDER  -  FIRST
 AD9194  ELLP ORDER  -  THIRD     CLASS II
 AD9194
 AD9194.This mark is at The Dalles Municipal Airport (DLS)
 AD9194
 AD9194.The horizontal coordinates were established by GPS observations
 AD9194.and adjusted by the National Geodetic Survey in July 2001..
 AD9194.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9194.DATUM ITEM on the data sheet items page.
 AD9194
 AD9194.The orthometric height was determined by GPS observations and a
 AD9194.high-resolution geoid model.
 AD9194
 AD9194.GPS derived orthometric heights for airport stations designated as
 AD9194.PACS or SACS are published to 2 decimal places.  This maintains
 AD9194.centimeter relative accuracy between the PACS and SACS.  It does
 AD9194.not indicate centimeter accuracy relative to other marks which are
 AD9194.part of the NAVD 88 network.
 AD9194
 AD9194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9194
 AD9194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9194
 AD9194.The ellipsoidal height was determined by GPS observations
 AD9194.and is referenced to NAD 83.
 AD9194
 AD9194.The geoid height was determined by GEOID03.
 AD9194
 AD9194;                    North         East     Units Scale Factor Converg.
 AD9194;SPC WA S     -    32,249.512   447,115.672   MT  1.00005476   -0 29 33.2
 AD9194;SPC WA S     -   105,805.27  1,466,912.00   sFT  1.00005476   -0 29 33.2
 AD9194;UTM  10      - 5,053,601.101   642,035.313   MT  0.99984803   +1 18 08.7
 AD9194
 AD9194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9194!SPC WA S     -   0.99999337  x   1.00005476  =   1.00004813
 AD9194!UTM  10      -   0.99999337  x   0.99984803  =   0.99984140
 AD9194
 AD9194                          SUPERSEDED SURVEY CONTROL
 AD9194
 AD9194  NAD 83(1998)-  45 37 17.13453(N)    121 10 41.02927(W) AD(       ) 1
 AD9194  ELLIP H (07/02/97)   42.30   (m)                       GP(       ) 3 1
 AD9194
 AD9194.Superseded values are not recommended for survey control.
 AD9194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9194.See file dsdata.txt to determine how the superseded data were derived.
 AD9194
 AD9194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4203553601(NAD 83)
 AD9194_MARKER: DD = SURVEY DISK
 AD9194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9194_STAMPING: DLS A 1996
 AD9194_MARK LOGO: NGS   
 AD9194_PROJECTION: FLUSH
 AD9194_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9194+STABILITY: SURFACE MOTION
 AD9194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9194+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1997
 AD9194_ROD/PIPE-DEPTH: 1.0  meters
 AD9194
 AD9194  HISTORY     - Date     Condition        Report By
 AD9194  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9194  HISTORY     - 19971113 GOOD             NGS
 AD9194
 AD9194                          STATION DESCRIPTION
 AD9194
 AD9194'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9194'THE STATION IS LOCATED APPROXIMATELY 18.5 MILES (29.8 KM) EAST OF HOOD
 AD9194'RIVER, OREGON, 2.0 MILES (3.2 KM) SOUTH OF STATE HIGHWAY 14 IN
 AD9194'WASHINGTON STATE, 1.5 MILES (2.4 KM) NORTH OF THE DALLES, OREGON AT
 AD9194'THE DALLES MUNICIPAL AIRPORT, AIRPORT MANAGER, PHONE 509-767-1134  TO
 AD9194'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 84 AND US HIGHWAY
 AD9194'197 EAST OF THE DALLES, OREGON, PROCEED NORTH ON US HWY 197 1.05 MILES
 AD9194'(1.69 KM) ACROSS THE COLUMBIA RIVER INTO WASHINGTON TO DALLESPORT ROAD
 AD9194'ON THE LEFT, TURN LEFT AND PROCEED WEST AND NORTHWEST ON DALLESPORT
 AD9194'ROAD 2.0 MILES (3.2 KM) TO JUNCTION WITH SIXTH AVENUE AND THE AIRPORT
 AD9194'ENTRANCE ON THE RIGHT, TURN RIGHT AND PROCEED EAST 0.1 MILES (0.2 KM)
 AD9194'TO A GATE AT THE SOUTHEAST END OF THE TERMINAL BUILDING, PROCEED
 AD9194'NORTHEAST THROUGH THE GATE AND CONTINUE 0.05 MILES (0.08 KM) ACROSS
 AD9194'THE RAMP TO THE NORTHEAST EDGE OF THE RAMP, TURN LEFT AND PROCEED
 AD9194'NORTHWEST ALONG THE RAMP AND TAXIWAY 0.35 MILES (0.56 KM) TO THE
 AD9194'APPROACH END OF RUNWAY 7-25, PROCEED NORTH 150 FT (45.7 M) ACROSS THE
 AD9194'RUNWAY TO THE STATION IN LINE WITH THE WEST END OF THE RUNWAY AND 45 M
 AD9194'(147.6 FT) NORTH OF THE NORTHWEST CORNER  THE STATION IS THE CENTER OF
 AD9194'A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO
 AD9194'PIPE, RECESSED 10 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA
 AD9194'PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP
 AD9194'AND CONCRETE ARE SERT FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR
 AD9194'PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED
 AD9194'41.4 M (135.8 FT) WEST OF THE WEST EDGE OF THE TAXIWAY, 46.5 M (152.6
 AD9194'FT) NORTH OF SURVEY MONUMENT -AP 1959 STA A-, 69.0 M (226.4 FT) WEST
 AD9194'OF THE CENTER OF AN ABANDONED RUNWAY LIGHT BASE, 84.6 M (277.6 FT)
 AD9194'WEST OF A TAXIWAY INFORMATION SIGN AND 103.1 M (338.3 FT) SOUTH OF THE
 AD9194'PERIMETER FENCE  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AD9194'CONTROL STATION (SACS) - OREGON ANA SURVEYS 1996
 AD9194
 AD9194                          STATION RECOVERY (1997)
 AD9194
 AD9194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9194'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC7380 ***********************************************************************
 AC7380  DESIGNATION -  DLS AP 1959 STA A
 AC7380  PID         -  AC7380
 AC7380  STATE/COUNTY-  WA/KLICKITAT
 AC7380  USGS QUAD   -  THE DALLES SOUTH (1994)
 AC7380
 AC7380                         *CURRENT SURVEY CONTROL
 AC7380  ___________________________________________________________________
 AC7380* NAD 83(1998)-  45 37 15.63179(N)    121 10 40.91741(W)     ADJUSTED  
 AC7380* NAVD 88     -        64.1    (meters)     210.     (feet)  GPS OBS   
 AC7380  ___________________________________________________________________
 AC7380  X           -  -2,313,366.218 (meters)                     COMP
 AC7380  Y           -  -3,823,128.922 (meters)                     COMP
 AC7380  Z           -   4,535,916.229 (meters)                     COMP
 AC7380  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AC7380  ELLIP HEIGHT-          42.61  (meters)          (10/02/01) GPS OBS
 AC7380  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 AC7380
 AC7380  HORZ ORDER  -  THIRD
 AC7380  ELLP ORDER  -  FOURTH    CLASS II
 AC7380
 AC7380.This mark is at The Dalles Municipal Airport (DLS)
 AC7380
 AC7380.The horizontal coordinates were established by GPS observations
 AC7380.and adjusted by the National Geodetic Survey in October 2001..
 AC7380.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC7380.DATUM ITEM on the data sheet items page.
 AC7380
 AC7380.The orthometric height was determined by GPS observations and a
 AC7380.high-resolution geoid model.
 AC7380
 AC7380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7380
 AC7380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7380
 AC7380.The ellipsoidal height was determined by GPS observations
 AC7380.and is referenced to NAD 83.
 AC7380
 AC7380.The geoid height was determined by GEOID03.
 AC7380
 AC7380;                    North         East     Units Scale Factor Converg.
 AC7380;SPC WA S     -    32,203.085   447,117.670   MT  1.00005488   -0 29 33.1
 AC7380;SPC WA S     -   105,652.95  1,466,918.56   sFT  1.00005488   -0 29 33.1
 AC7380;UTM  10      - 5,053,554.769   642,038.763   MT  0.99984804   +1 18 08.7
 AC7380
 AC7380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7380!SPC WA S     -   0.99999332  x   1.00005488  =   1.00004820
 AC7380!UTM  10      -   0.99999332  x   0.99984804  =   0.99984136
 AC7380
 AC7380                          SUPERSEDED SURVEY CONTROL
 AC7380
 AC7380  NAD 83(1991)-  45 37 15.63145(N)    121 10 40.91864(W) AD(       ) 3
 AC7380  ELLIP H (06/09/98)   42.63   (m)                       GP(       ) 4 2
 AC7380
 AC7380.Superseded values are not recommended for survey control.
 AC7380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7380.See file dsdata.txt to determine how the superseded data were derived.
 AC7380
 AC7380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4203953555(NAD 83)
 AC7380_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7380_STAMPING: AP 1959 STA.A
 AC7380_MARK LOGO: CGS   
 AC7380_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7380+STABILITY: SURFACE MOTION
 AC7380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7380+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1997
 AC7380
 AC7380  HISTORY     - Date     Condition        Report By
 AC7380  HISTORY     - 1959     MONUMENTED       CGS
 AC7380  HISTORY     - 19940615 GOOD             NGS
 AC7380  HISTORY     - 19960908 GOOD             CHANCE
 AC7380  HISTORY     - 19971113 GOOD             NGS
 AC7380
 AC7380                          STATION DESCRIPTION
 AC7380
 AC7380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AC7380'THE STATION IS LOCATED AT THE NW CORNER OF RUNWAY END 7, ABOUT 0.6 FT
 AC7380'(18.3 CM) N OF THE N EDGE OF THE RUNWAY.  THE STATION IS A STANDARD
 AC7380'TOPO DISK STAMPED---AP 1959 STA A---, SET INTO A SQUARE CONCRETE
 AC7380'MONUMENT AND FLUSH WITH THE GROUND.
 AC7380
 AC7380                          STATION RECOVERY (1996)
 AC7380
 AC7380'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC7380'THE STATION IS LOCATED APPROXIMATELY 18.5 MILES (29.8 KM) EAST OF HOOD
 AC7380'RIVER, OREGON, 2.0 MILES (3.2 KM) SOUTH OF STATE HIGHWAY 14 IN
 AC7380'WASHINGTON STATE, 1.5 MILES (2.4 KM) NORTH OF THE DALLES, OREGON AT
 AC7380'THE DALLES MUNICIPAL AIRPORT, AIRPORT MANAGER, PHONE 509-767-1134  TO
 AC7380'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 84 AND US HIGHWAY
 AC7380'197 EAST OF THE DALLES, OREGON, PROCEED NORTH ON US HWY 197 1.05 MILES
 AC7380'(1.69 KM) ACROSS THE COLUMBIA RIVER INTO WASHINGTON TO DALLESPORT ROAD
 AC7380'ON THE LEFT, TURN LEFT AND PROCEED WEST AND NORTHWEST ON DALLESPORT
 AC7380'ROAD 2.0 MILES (3.2 KM) TO JUNCTION WITH SIXTH AVENUE AND THE AIRPORT
 AC7380'ENTRANCE ON THE RIGHT, TURN RIGHT AND PROCEED EAST 0.1 MILES (0.2 KM)
 AC7380'TO A GATE AT THE SOUTHEAST END OF THE TERMINAL BUILDING, PROCEED
 AC7380'NORTHEAST THROUGH THE GATE AND CONTINUE 0.05 MILES (0.08 KM) ACROSS
 AC7380'THE RAMP TO THE NORTHEAST EDGE OF THE RAMP, TURN LEFT AND PROCEED
 AC7380'NORTHWEST ALONG THE RAMP AND TAXIWAY 0.35 MILES (0.56 KM) TO THE
 AC7380'APPROACH END OF RUNWAY 7-25, PROCEED NORTH 150 FT (45.7 M) ACROSS THE
 AC7380'RUNWAY TO THE STATION AT THE NORTHWEST CORNER OF THE RUNWAY  THE
 AC7380'STATION IS A STANDARD US COAST AND GEODETIC SURVEY TOPOGRAPHIC STATION
 AC7380'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, SET FLUSH WITH THE
 AC7380'GROUND.  THE STATION IS LOCATED 22.8 M (74.8 FT) NORTH OF A RAILROAD
 AC7380'SPIKE SET IN THE CENTERLINE END OF THE RUNWAY, 54.55 M (178.97 FT)
 AC7380'NORTHEAST OF THE CENTERLINE OF THE DALLESPORT ROAD.  50.8 M (166.7 FT)
 AC7380'WEST OF AN ABANDONED RUNWAY LIGHT BASE AND 56.9 M (186.7 FT) NORTH OF
 AC7380'THE NORTHERN OF TWO WOODEN GATE POSTS
 AC7380
 AC7380                          STATION RECOVERY (1997)
 AC7380
 AC7380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7380'THE MARK IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF THE DALLES AT THE
 AC7380'COLUMBIA GORGE REGIONAL/THE DALLES MUNICIPAL AIRPORT AND NEAR THE
 AC7380'NORTHWEST CORNER OF RUNWAY END 7.  OWNERSHIP--COLUMBIA GORGE
 AC7380'REGIONAL/THE DALLES MUNICIPAL AIRPORT, AIRPORT MANAGER LORI ELLET, PO
 AC7380'BOX 309, DALLESPORT, WA.  98617.  PHONE 509-767-1134.  TO REACH THE
 AC7380'STATION FROM THE JUNCTION OF INTERSTATE 84 AND U.S.  HIGHWAY 197 EAST
 AC7380'OF THE DALLES, OREGON, PROCEED NORTH ON U.S.  HIGHWAY 197 AND GO 1.69
 AC7380'KM (1.05 MI) ACROSS THE COLUMBIA RIVER INTO WASHINGTON TO DALLESPORT
 AC7380'ROAD ON THE LEFT.  TURN LEFT AND GO WEST AND NORTHWEST ON DALLESPORT
 AC7380'ROAD FOR 3.2 KM (2.00 MI) TO THE JUNCTION WITH SIXTH AVENUE AND THE
 AC7380'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO EAST ON ENTRANCE
 AC7380'ROAD FOR 0.2 KM (0.10 MI) TO A GATE AT THE SOUTHEAST END OF THE
 AC7380'TERMINAL BUILDING.  CONTINUE AHEAD, PASSING THROUGH THE GATE AND GO
 AC7380'0.08 KM (0.05 MI) ACROSS THE RAMP TO THE NORTHEAST EDGE OF THE RAMP.
 AC7380'TURN LEFT AND GO NORTHWEST ALONG THE RAMP AND TAXIWAY FOR 0.56 KM
 AC7380'(0.35 MI) TO THE APPROACH END OF RUNWAY 7/25.  CONTINUE ACROSS THE
 AC7380'APPROACH END OF RUNWAY 7 FOR 45.7 M (149.9 FT) TO THE STATION NEAR THE
 AC7380'NORTHWEST CORNER OF THE RUNWAY.  THE STATION IS THE CENTER OF A SURVEY
 AC7380'DISK SET INTO A SQUARE CONCRETE POST.  IT IS 46.5 M (152.6 FT) SOUTH
 AC7380'OF STATION DLS A AND 0.18 M (0.59 FT) NORTH OF THE NORTH EDGE OF THE
 AC7380'RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2662 ***********************************************************************
 RC2662  SACS        -  This is a Secondary Airport Control Station.
 RC2662  DESIGNATION -  DLS ARP 1959 RESET
 RC2662  PID         -  RC2662
 RC2662  STATE/COUNTY-  WA/KLICKITAT
 RC2662  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC2662
 RC2662                         *CURRENT SURVEY CONTROL
 RC2662  ___________________________________________________________________
 RC2662* NAD 83(1998)-  45 37 06.65050(N)    121 10 02.50127(W)     ADJUSTED  
 RC2662* NAVD 88     -        72.04   (meters)     236.4    (feet)  GPS OBS   
 RC2662  ___________________________________________________________________
 RC2662  X           -  -2,312,759.573 (meters)                     COMP
 RC2662  Y           -  -3,823,734.038 (meters)                     COMP
 RC2662  Z           -   4,535,727.966 (meters)                     COMP
 RC2662  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 RC2662  ELLIP HEIGHT-          50.55  (meters)          (07/02/01) GPS OBS
 RC2662  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC2662
 RC2662  HORZ ORDER  -  FIRST
 RC2662  ELLP ORDER  -  THIRD     CLASS II
 RC2662
 RC2662.This mark is at The Dalles Municipal Airport (DLS)
 RC2662
 RC2662.The horizontal coordinates were established by GPS observations
 RC2662.and adjusted by the National Geodetic Survey in July 2001..
 RC2662.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RC2662.DATUM ITEM on the data sheet items page.
 RC2662
 RC2662.The orthometric height was determined by GPS observations and a
 RC2662.high-resolution geoid model.
 RC2662
 RC2662.GPS derived orthometric heights for airport stations designated as
 RC2662.PACS or SACS are published to 2 decimal places.  This maintains
 RC2662.centimeter relative accuracy between the PACS and SACS.  It does
 RC2662.not indicate centimeter accuracy relative to other marks which are
 RC2662.part of the NAVD 88 network.
 RC2662
 RC2662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RC2662
 RC2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2662
 RC2662.The ellipsoidal height was determined by GPS observations
 RC2662.and is referenced to NAD 83.
 RC2662
 RC2662.The geoid height was determined by GEOID03.
 RC2662
 RC2662;                    North         East     Units Scale Factor Converg.
 RC2662;SPC WA S     -    31,918.699   447,947.587   MT  1.00005560   -0 29 05.2
 RC2662;SPC WA S     -   104,719.93  1,469,641.38   sFT  1.00005560   -0 29 05.2
 RC2662;SPC OR N     -   217,110.176 2,447,954.336   MT  0.99992537   -0 28 23.8
 RC2662;SPC OR N     -   712,303.73  8,031,346.25   iFT  0.99992537   -0 28 23.8
 RC2662;UTM  10      - 5,053,296.570   642,877.008   MT  0.99985098   +1 18 36.0
 RC2662
 RC2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2662!SPC WA S     -   0.99999208  x   1.00005560  =   1.00004767
 RC2662!SPC OR N     -   0.99999208  x   0.99992537  =   0.99991745
 RC2662!UTM  10      -   0.99999208  x   0.99985098  =   0.99984306
 RC2662
 RC2662                          SUPERSEDED SURVEY CONTROL
 RC2662
 RC2662  NAD 83(1998)-  45 37 06.65016(N)    121 10 02.50250(W) AD(       ) 1
 RC2662  ELLIP H (07/02/97)   50.57   (m)                       GP(       ) 3 1
 RC2662  NAD 83(1991)-  45 37 06.64655(N)    121 10 02.50647(W) AD(       ) 3
 RC2662  NAD 83(1991)-  45 37 06.64661(N)    121 10 02.50644(W) AD(       ) 3
 RC2662  NAD 83(1986)-  45 37 06.66009(N)    121 10 02.49718(W) AD(       ) 3
 RC2662  NAD 27      -  45 37 07.21267(N)    121 09 58.25019(W) AD(       ) 3
 RC2662  NGVD 29 (01/20/89)   70.99   (m)          232.9    (f) LEVELING    3  
 RC2662
 RC2662.Superseded values are not recommended for survey control.
 RC2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2662.See file dsdata.txt to determine how the superseded data were derived.
 RC2662
 RC2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4287753297(NAD 83)
 RC2662_MARKER: DT = TOPOGRAPHIC STATION DISK
 RC2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC2662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC2662_STAMPING: ARP 1959 RESET
 RC2662_MARK LOGO: CGS   
 RC2662_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC2662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC2662+STABILITY: SURFACE MOTION
 RC2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC2662+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1996
 RC2662
 RC2662  HISTORY     - Date     Condition        Report By
 RC2662  HISTORY     - 1959     MONUMENTED       CGS
 RC2662  HISTORY     - 19940615 GOOD             NGS
 RC2662  HISTORY     - 19960908 GOOD             CHANCE
 RC2662  HISTORY     - 19971113 GOOD             NGS
 RC2662
 RC2662                          STATION DESCRIPTION
 RC2662
 RC2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LLR)
 RC2662'THE MARK IS LOCATED IN THE APPROXIMATE CENTER OF THE DALLES AIRPORT,
 RC2662'ABOUT 3 KM NORTH OF THE DALLES AND 1 KM EAST OF DALLESPORT.
 RC2662'
 RC2662'TO REACH FROM THE NW END OF THE US 197 BRIDGE OVER THE COLUMBIA
 RC2662'RIVER, GO NORTH ON 197 FOR 0.24 KM (0.15 MILE) TO A SIDE ROAD LEFT,
 RC2662'TURN LEFT AND GO 2.9 KM (1.8 MILES) TO A ROAD ON THE RIGHT LEADING
 RC2662'TO AIRPORT TERMINAL, TURN RIGHT AND GO 0.3 KM (0.2 MILE) TO THE
 RC2662'TERMINAL, PASS ON THE RIGHT OF THE TERMINAL, GO NE ACCROSS THE
 RC2662'AIRPLANE PARKING AREA TO A TAXIWAY NE.  FOLLOW TAXIWAY 0,3 KM (0.2
 RC2662'MILE) TO INTERSECTION OF TWO RUNWAYS, TURN HARD RIGHT AND FOLLOW NE
 RC2662'SIDE OF RUNWAYS 12-30 0.35 KM (0.25 MILE) TO THE MARK ON THE LEFT.
 RC2662'NOTE-  PERMISSION TO GO ONTO AIRPORT MUST BE OBTAINED FROM THE
 RC2662'AIRPORT MANAGER.
 RC2662'
 RC2662'THE MARK IS A STANDARD TOPO DISK STAMPED---ARP RESET 1986---, SET
 RC2662'INTO THE TOP OF A 25 CM SQUARE CONCRETE MONUMENT PROJECTING 5 CM.
 RC2662'IT IS 41.8 METERS (137 FEET) ESE FROM THE 6TH RUNWAY LIGHT EAST OF
 RC2662'THE CROSSING OF TWO RUNWAYS AND 0.8 METER (2.6 FEET) NNW OF A
 RC2662'FIBERGLASS WITNESS POST.
 RC2662'
 RC2662'DESCRIBED BY L.L. RIGGERS.
 RC2662
 RC2662                          STATION RECOVERY (1994)
 RC2662
 RC2662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 RC2662'THE STATION IS LOCATED ON THE NE SIDE OF RUNWAY 12/30 ABOUT MIDWAY
 RC2662'ALONG THE RUNWAY, ABOUT 1260 FT (384.0 M) SE OF THE INTERSECTION OF
 RC2662'RUNWAYS 12/30 AND 7/25, 137 FT (41.8 M) SE OF THE 6TH RUNWAY LIGHT SE
 RC2662'OF THE RUNWAY INTERSECTION, 134.5 FT (41.0 M) NE OF THE NE EDGE OF
 RC2662'RUNWAY 12/30, AND 2.4 FT (0.7 M) NW OF A FIBERGLASS WITNESS POST. THE
 RC2662'STATION IS MARKED WITH A STANDARD USCGS TOPOGRAPHIC STATION DISK SET
 RC2662'IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS STAMPED---ARP
 RC2662'1959 RESET 1986---.
 RC2662
 RC2662                          STATION RECOVERY (1996)
 RC2662
 RC2662'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RC2662'THE STATION IS LOCATED APPROXIMATELY 18.5 MILES (29.8 KM) EAST OF HOOD
 RC2662'RIVER, OREGON, 2.0 MILES (3.2 KM) SOUTH OF STATE HIGHWAY 14 IN
 RC2662'WASHINGTON STATE, 1.5 MILES (2.4 KM) NORTH OF THE DALLES, OREGON AT
 RC2662'THE DALLES MUNICIPAL AIRPORT, AIRPORT MANAGER, PHONE 509-767-1134  TO
 RC2662'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 84 AND US HIGHWAY
 RC2662'197 EAST OF THE DALLES, OREGON, PROCEED NORTH ON US HWY 197 1.05 MILES
 RC2662'(1.69 KM) ACROSS THE COLUMBIA RIVER INTO WASHINGTON TO DALLESPORT ROAD
 RC2662'ON THE LEFT, TURN LEFT AND PROCEED WEST AND NORTHWEST ON DALLESPORT
 RC2662'ROAD 2.0 MILES (3.2 KM) TO JUNCTION WITH SIXTH AVENUE AND THE AIRPORT
 RC2662'ENTRANCE ON THE RIGHT, TURN RIGHT AND PROCEED EAST 0.1 MILES (0.2 KM)
 RC2662'TO A GATE AT THE SOUTHEAST END OF THE TERMINAL BUILDING, PROCEED
 RC2662'NORTHEAST THROUGH THE GATE AND CONTINUE 0.05 MILES (0.08 KM) ACROSS
 RC2662'THE RAMP TO THE NORTHEAST EDGE OF THE RAMP, TURN RIGHT AND PROCEED
 RC2662'SOUTHEAST ALONG THE RAMP AND TAXIWAY A 0.2 MILES (0.3 KM) TO A -Y- IN
 RC2662'THE TAXIWAY, BEAR LEFT AND PROCEED EAST 0.15 MILES (0.24 KM) TO
 RC2662'INTERSECTION WITH RUNWAYS 12-30 AND 2-20, PROCEED 150 FT (45.7 M)
 RC2662'NORTHEAST ACROSS RUNWAY 12-30, TURN LEFT AND PROCEED NORTHWEST ALONG
 RC2662'RUNWAY 12-30 0.1 MILES (0.2 KM) TO THE STATION ON THE RIGHT, BETWEEN
 RC2662'THE 4TH AND 5TH PAIRS OF RUNWAY LIGHTS NORTHWEST OF THE INTERSECTION
 RC2662'OF THE RUNWAYS  THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY
 RC2662'TOPOGRAPHIC STATION DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT,
 RC2662'SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED 62.5 M (205.1 FT)
 RC2662'NORTH OF THE 4TH RUNWAY LIGHT NORTHWEST OF THE INTERSECTION OF
 RC2662'RUNWAYS, 42.15 M (138.29 FT) NORTHEAST OF THE 5TH RUNWAY LIGHT
 RC2662'NORTHWEST OF THE INTERSECTION OF RUNWAYS, 0.75 M (2.46 FT) WEST OF A
 RC2662'WITNESS POST, 63.75 M (209.15 FT) NORTHEAST OF THE CENTERLINE OF
 RC2662'RUNWAY 12-30, 110.6 M (362.9 FT) SOUTHEAST OF THE -2000FT REMAINING-
 RC2662'SIGN FOR RUNWAY 12-30  THE STATION IS DESIGNATED AS A SECONDARY
 RC2662'AIRPORT CONTROL STATION (SACS) - OREGON ANA SURVEYS 1996
 RC2662
 RC2662                          STATION RECOVERY (1997)
 RC2662
 RC2662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 RC2662'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3708 ***********************************************************************
 SY3708  DESIGNATION -  DN 36 K CO 1973
 SY3708  PID         -  SY3708
 SY3708  STATE/COUNTY-  WA/KING
 SY3708  USGS QUAD   -  AUBURN (1994)
 SY3708
 SY3708                         *CURRENT SURVEY CONTROL
 SY3708  ___________________________________________________________________
 SY3708* NAD 83(1991)-  47 33 55.62269(N)    122 09 32.09346(W)     ADJUSTED  
 SY3708* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 SY3708  ___________________________________________________________________
 SY3708  LAPLACE CORR-           7.74  (seconds)                    DEFLEC99
 SY3708  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 SY3708
 SY3708  HORZ ORDER  -  SECOND
 SY3708
 SY3708.The horizontal coordinates were established by classical geodetic methods
 SY3708.and adjusted by the National Geodetic Survey in December 1991..
 SY3708
 SY3708.The orthometric height was scaled from a topographic map.
 SY3708
 SY3708.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3708
 SY3708.The geoid height was determined by GEOID03.
 SY3708
 SY3708;                    North         East     Units Scale Factor Converg.
 SY3708;SPC WA N     -    63,727.062   400,256.236   MT  0.99998843   -0 59 12.9
 SY3708;SPC WA N     -   209,077.87  1,313,174.00   sFT  0.99998843   -0 59 12.9
 SY3708;UTM  10      - 5,268,346.451   563,266.040   MT  0.99964919   +0 37 14.8
 SY3708
 SY3708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3708!SPC WA N     -   0.99997810  x   0.99998843  =   0.99996653
 SY3708!UTM  10      -   0.99997810  x   0.99964919  =   0.99962730
 SY3708
 SY3708                          SUPERSEDED SURVEY CONTROL
 SY3708
 SY3708  NAD 83(1986)-  47 33 55.61506(N)    122 09 32.10016(W) AD(       ) 2
 SY3708  NAD 27      -  47 33 56.25675(N)    122 09 27.66437(W) AD(       ) 2
 SY3708
 SY3708.Superseded values are not recommended for survey control.
 SY3708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3708.See file dsdata.txt to determine how the superseded data were derived.
 SY3708
 SY3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6326668346(NAD 83)
 SY3708_MARKER: Z = SEE DESCRIPTION
 SY3708_SETTING: 0 = UNSPECIFIED SETTING
 SY3708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3708
 SY3708  HISTORY     - Date     Condition        Report By
 SY3708  HISTORY     - 1973     MONUMENTED       WA-033
 SY3708  HISTORY     - 20060712 MARK NOT FOUND   USPSQD
 SY3708
 SY3708                          STATION DESCRIPTION
 SY3708
 SY3708'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY3708'EASTGATE AREA
 SY3708'
 SY3708'POINT IS LOCATED ON THE WEST SIDE OF SE 44TH ST. (SOMERSET BLVD.)
 SY3708'JUST EAST OF THE SOMERSET RECREATION CLUB IN THE SOMERSET HOUSING
 SY3708'DEVELOPMENT.  IT IS ONE FT. WEST OF THE BACK EDGE OF THE
 SY3708'SIDEWALK.  IT IS 27.0 FT SSE OF THE END OF A CYCLONE FENCE.  IT
 SY3708'IS 23.5 FT E OF THE FACE OF THE CYCLONE FENCE.
 SY3708'
 SY3708'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - DOWN 3 IN.
 SY3708'
 SY3708'SUB-SURFACE MONUMENT--NONE
 SY3708'
 SY3708'DISK STAMPED--DN-36 1973
 SY3708
 SY3708                          STATION RECOVERY (2006)
 SY3708
 SY3708'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY3708'NOT FOUND, MAY BE OVERGROWN WITH SHRUBS.  THERE IS A NEW STATION FOR
 SY3708'THE CITY OF BELLEVUE STAMPED 215 ON THE EAST TOP SIDE OF AN EAST -
 SY3708'WEST FOUNDATION WALL ATTACHED TO A CYCLONE FENCE AND IS APPROXIMATELY
 SY3708'20 FEET EAST OF THE CYCLONE FENCE RUNNING NORTH AND SOUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3712 ***********************************************************************
 SY3712  DESIGNATION -  DN 9 K CO 1972
 SY3712  PID         -  SY3712
 SY3712  STATE/COUNTY-  WA/KING
 SY3712  USGS QUAD   -  AUBURN (1994)
 SY3712
 SY3712                         *CURRENT SURVEY CONTROL
 SY3712  ___________________________________________________________________
 SY3712* NAD 83(1991)-  47 34 49.91375(N)    122 11 21.73557(W)     ADJUSTED  
 SY3712* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 SY3712  ___________________________________________________________________
 SY3712  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 SY3712  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SY3712
 SY3712  HORZ ORDER  -  SECOND
 SY3712
 SY3712.The horizontal coordinates were established by classical geodetic methods
 SY3712.and adjusted by the National Geodetic Survey in December 1991..
 SY3712
 SY3712.The orthometric height was scaled from a topographic map.
 SY3712
 SY3712.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3712
 SY3712.The geoid height was determined by GEOID03.
 SY3712
 SY3712;                    North         East     Units Scale Factor Converg.
 SY3712;SPC WA N     -    65,443.427   397,994.333   MT  0.99998595   -1 00 34.6
 SY3712;SPC WA N     -   214,708.98  1,305,753.07   sFT  0.99998595   -1 00 34.6
 SY3712;UTM  10      - 5,269,998.112   560,957.652   MT  0.99964566   +0 35 54.4
 SY3712
 SY3712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3712!SPC WA N     -   0.99999881  x   0.99998595  =   0.99998476
 SY3712!UTM  10      -   0.99999881  x   0.99964566  =   0.99964447
 SY3712
 SY3712                          SUPERSEDED SURVEY CONTROL
 SY3712
 SY3712  NAD 83(1986)-  47 34 49.90641(N)    122 11 21.74199(W) AD(       ) 2
 SY3712  NAD 27      -  47 34 50.54905(N)    122 11 17.30247(W) AD(       ) 2
 SY3712
 SY3712.Superseded values are not recommended for survey control.
 SY3712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3712.See file dsdata.txt to determine how the superseded data were derived.
 SY3712
 SY3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6095869998(NAD 83)
 SY3712_MARKER: Z = SEE DESCRIPTION
 SY3712_SETTING: 0 = UNSPECIFIED SETTING
 SY3712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3712
 SY3712  HISTORY     - Date     Condition        Report By
 SY3712  HISTORY     - 1972     MONUMENTED       WA-033
 SY3712  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 SY3712
 SY3712                          STATION DESCRIPTION
 SY3712
 SY3712'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY3712'NO LOCATION GIVEN
 SY3712'
 SY3712'STATION SET FLUSH IN GRAVEL SHOULDER, 1.7 FT E.S.E. OF BACK OF
 SY3712'CONC CURB.  STATION IS LOCATED ON CURVE OF 113TH AVENUE S.E.,
 SY3712'WHICH BECOMES S.E. 34TH STREET AT END OF CURVE TO WEST OF
 SY3712'DN-9 = 3263.
 SY3712'
 SY3712'POINT IS JUST NORTH OF I-90.
 SY3712'
 SY3712'POINT IS 21.5 FT E.S.E. OF CENTERLINE OF 113TH AVENUE S.E.
 SY3712'
 SY3712'POINT IS 74.5 FT S.E. OF SPIKE IN UTILITY POLE.
 SY3712'
 SY3712'POINT IS 81.5 FT E.N.E. OF SPIKE IN TELEPHONE POLE.
 SY3712'
 SY3712'POINT IS 72.1 FT S.S.W. OF FACE OF 30 IN FIR TREE.
 SY3712'
 SY3712'POINT IS 42.4 FT S.W. OF END OF CONCRETE CURB.
 SY3712'
 SY3712'POINT IS 3.0 FT N.E. OF END OF CONCRETE WALL AND STEEL RAILING.
 SY3712'
 SY3712'SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON FLUSH.
 SY3712'
 SY3712'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 3 FT DOWN.
 SY3712'
 SY3712'DISK STAMPED--DN-9, 1972
 SY3712
 SY3712                          STATION RECOVERY (2001)
 SY3712
 SY3712'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEL)
 SY3712'MARK NOT FOUND.  A CITY OF BELLEVUE SURVEY MONUMENT NUMBER 223 IS
 SY3712'LOCATED IN THE TOP FACE OF THE CONCRETE CURB AND 1 FOOT ABOVE THE
 SY3712'PAVEMENT AT THE POINT WHERE 113 AVE SE BECOMES SE 34TH STREET.  THIS
 SY3712'IS AN ELEVATION MARKER ONLY.  BELLEVUE CITY ENGINEER SAYS MARKER HAS
 SY3712'BEEN GONE A LONG TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1027 ***********************************************************************
 TR1027  DESIGNATION -  DOANE
 TR1027  PID         -  TR1027
 TR1027  STATE/COUNTY-  WA/SNOHOMISH
 TR1027  USGS QUAD   -  LAKE STEVENS (1978)
 TR1027
 TR1027                         *CURRENT SURVEY CONTROL
 TR1027  ___________________________________________________________________
 TR1027* NAD 83(1991)-  48 03 43.35017(N)    122 07 11.07071(W)     ADJUSTED  
 TR1027* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 TR1027  ___________________________________________________________________
 TR1027  LAPLACE CORR-          12.41  (seconds)                    DEFLEC99
 TR1027  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 TR1027
 TR1027  HORZ ORDER  -  FIRST
 TR1027
 TR1027.The horizontal coordinates were established by classical geodetic methods
 TR1027.and adjusted by the National Geodetic Survey in December 1991..
 TR1027
 TR1027.The orthometric height was scaled from a topographic map.
 TR1027
 TR1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1027
 TR1027.The geoid height was determined by GEOID03.
 TR1027
 TR1027;                    North         East     Units Scale Factor Converg.
 TR1027;SPC WA N     -   118,881.393   404,126.423   MT  0.99994273   -0 57 27.9
 TR1027;SPC WA N     -   390,030.04  1,325,871.44   sFT  0.99994273   -0 57 27.9
 TR1027;UTM  10      - 5,323,570.715   565,584.259   MT  0.99965285   +0 39 17.4
 TR1027
 TR1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1027!SPC WA N     -   0.99998305  x   0.99994273  =   0.99992578
 TR1027!UTM  10      -   0.99998305  x   0.99965285  =   0.99963590
 TR1027
 TR1027|---------------------------------------------------------------------|
 TR1027| PID    Reference Object                     Distance      Geod. Az  |
 TR1027|                                                           dddmmss.s |
 TR1027| CF8623 DOANE RM 1                           23.122 METERS 03721     |
 TR1027| CF8624 DOANE RM 2                           26.581 METERS 14738     |
 TR1027| SY3513 EVERETT KRKO RADIO TOWER BCN        APPROX.11.4 KM 2145324.8 |
 TR1027| SY3492 EVERETT CATHOLIC CHURCH SPIRE       APPROX.10.9 KM 2175350.0 |
 TR1027| TR1051 EVERETT WEYERHAEUSER TALL STK       APPROX. 7.3 KM 2201717.3 |
 TR1027| TR1050 EVERETT WEYERHAEUSER SHORT STK      APPROX. 7.3 KM 2203148.7 |
 TR1027| TR1048 KEVE RADIO TOWER BEACON             APPROX. 8.5 KM 2232733.9 |
 TR1027| TR1052 MARYSVILLE S MUNICIPAL TANK         APPROX. 4.6 KM 2520900.0 |
 TR1027| TR1053 MARYSVILLE N MUNICIPAL TANK         APPROX. 4.4 KM 2573358.3 |
 TR1027| CF8622 DOANE AZ MK                                        2680819.3 |
 TR1027|---------------------------------------------------------------------|
 TR1027
 TR1027                          SUPERSEDED SURVEY CONTROL
 TR1027
 TR1027  NAD 83(1986)-  48 03 43.34893(N)    122 07 11.06718(W) AD(       ) 1
 TR1027  NAD 27      -  48 03 43.99700(N)    122 07 06.57900(W) AD(       ) 1
 TR1027
 TR1027.Superseded values are not recommended for survey control.
 TR1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1027.See file dsdata.txt to determine how the superseded data were derived.
 TR1027
 TR1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU6558423571(NAD 83)
 TR1027_MARKER: DS = TRIANGULATION STATION DISK
 TR1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1027
 TR1027  HISTORY     - Date     Condition        Report By
 TR1027  HISTORY     - 1941     MONUMENTED       CGS
 TR1027  HISTORY     - 1955     GOOD             USGS
 TR1027  HISTORY     - 1961     GOOD             BPA
 TR1027  HISTORY     - 1972     GOOD             LOCENG
 TR1027  HISTORY     - 1982     GOOD             NGS
 TR1027  HISTORY     - 1983     GOOD             WADNR
 TR1027  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 TR1027
 TR1027                          STATION DESCRIPTION
 TR1027
 TR1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 TR1027'STATION IS ABOUT 3 MILES, AIR LINE, ENE OF MARYSVILLE ON THE SUMMIT
 TR1027'OF A RIDGE ON THE W SIDE OF A WELL-GRADED ROAD IN THE FRONT YARD OF
 TR1027'THE KENNETH DOANE RANCH.
 TR1027'
 TR1027'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 TR1027'DISKS SET IN CONCRETE.
 TR1027'
 TR1027'STATION MARK IS 59 FEET ENE OF THE NE CORNER OF THE RANCH HOUSE,
 TR1027'81 FEET ENE OF THE NW CORNER OF THE RANCH HOUSE, AND 18 FEET W OF
 TR1027'THE CENTER LINE OF A N-AND-S ROAD.  IT PROJECTS 4 INCHES AND IS
 TR1027'STAMPED DOANE 1941.
 TR1027'
 TR1027'REFERENCE MARK NO.1 IS 15 FEET E OF THE CENTER LINE OF A N-AND-S
 TR1027'ROAD, PROJECTS 4 INCHES AND IS STAMPED DOANE NO.1 1941.
 TR1027'
 TR1027'REFERENCE MARK NO.2 IS 15 FEET E OF THE CENTER LINE OF A N-AND-S
 TR1027'ROAD, PROJECTS 4 INCHES AND IS STAMPED DOANE NO.2 1941.
 TR1027'
 TR1027'THE AZIMUTH MARK IS 0.7 MILE N OF THE FIRST METHODIST CHURCH IN
 TR1027'MARYSVILLE, 20 FEET E OF THE CENTER LINE OF U.S. HIGHWAY 99.  IT
 TR1027'PROJECTS 5 INCHES AND IS STAMPED DOANE 1941.
 TR1027'
 TR1027'BOTH REFERENCE MARKS ARE THE SAME HEIGHT AS THE STATION MARK AND
 TR1027'THE AZIMUTH MARK IS ABOUT 200 FEET LOWER THAN THE STATION MARK.
 TR1027'
 TR1027'THE STATION IS REACHED FROM THE TRAFFIC SIGNAL AT THE FIRST
 TR1027'METHODIST CHURCH IN MARYSVILLE BY GOING E 0.7 MILE TO A FORKS.  TAKE
 TR1027'LEFT FORK N AND E FOR 2.1 MILES, THENCE TURN SHARP LEFT (N) AND GO
 TR1027'0.55 MILE TO THE DOANE RANCH ON LEFT SIDE OF ROAD AND STATION.  A
 TR1027'DRIVE STATION.
 TR1027'
 TR1027'A 67-FOOT STEEL TOWER WAS USED.
 TR1027
 TR1027                          STATION RECOVERY (1955)
 TR1027
 TR1027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 TR1027'STATION IS NOW 30 FT. W OF THE CENTERLINE OF THE HIGHWAY INSTEAD
 TR1027'OF 18 FT.
 TR1027
 TR1027                          STATION RECOVERY (1961)
 TR1027
 TR1027'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1961
 TR1027'FROM MARYSVILLE, WASHINGTON
 TR1027'
 TR1027'TO REACH FROM THE INTERSECTION OF STATE STREET (U.S. HIGHWAY
 TR1027'NO. 99) AND THIRD STREET, GO EAST ON THIRD STREET FOR 0.8 MILE TO
 TR1027'SIDE ROAD LEFT.  TURN LEFT NORTH (SIGN, HICKOK ROAD) AND GO 0.1
 TR1027'MILE TO A SHARP TURN RIGHT EAST.  CONTINUE EAST ON PAVED ROAD 2.0
 TR1027'MILES TO A T ROAD.  TURN LEFT NORTH ON WHISKEY RIDGE ROAD FOR 0.6
 TR1027'MILE TO STATION ON THE LEFT, IN THE LAWN OF THE DOANES RESIDENCE.
 TR1027
 TR1027                          STATION RECOVERY (1972)
 TR1027
 TR1027'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (KRG)
 TR1027'RECOVERED BY JONES ASSOC.
 TR1027'
 TR1027'DOANE 1941 EXCELLENT
 TR1027'
 TR1027'MARK IN WELL KEPT LAWN.
 TR1027
 TR1027                          STATION RECOVERY (1982)
 TR1027
 TR1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MLS)
 TR1027'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 TR1027'AS DESCRIBED.  THE STATION AND RM 1 ARE IN GOOD CONDITION.  RM 2
 TR1027'IS MISSING HALF OF THE DISK.
 TR1027'
 TR1027'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES ENE OF
 TR1027'MARYSVILLE.
 TR1027
 TR1027                          STATION RECOVERY (1983)
 TR1027
 TR1027'RECOVERY NOTE BY WA DEPT OF NAT RES 1983 (EEO)
 TR1027'DOANE 1941 FOUND GOOD.
 TR1027'
 TR1027'DOANE NO. 1 1941 FOUND GOOD.
 TR1027'
 TR1027'DOANE NO. 2 1941 FOUND POOR - CONCRETE HAS BEEN BROKEN, CAP IS IN
 TR1027'GOOD CONDITION, R.M. POSSIBLY MOVED.
 TR1027'
 TR1027'TO REACH DESCRIPTION STILL GOOD.
 TR1027
 TR1027                          STATION RECOVERY (2004)
 TR1027
 TR1027'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJM)
 TR1027'TALKING WITH A LOCAL RESIDENT, I LEARNED THE ROAD HAS BEEN REDONE
 TR1027'RECENTLY.  A NEW HOUSING DEVELOPEMNT IS NOW AT THE DESCRIBED SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0519 ***********************************************************************
 SD0519  DESIGNATION -  DOANE 2
 SD0519  PID         -  SD0519
 SD0519  STATE/COUNTY-  WA/PACIFIC
 SD0519  USGS QUAD   -  OYSTERVILLE (1994)
 SD0519
 SD0519                         *CURRENT SURVEY CONTROL
 SD0519  ___________________________________________________________________
 SD0519* NAD 83(1991)-  46 30 44.17228(N)    124 01 31.45866(W)     ADJUSTED  
 SD0519* NAVD 88     -         3.40   (+/-2cm)      11.2    (feet)  VERTCON   
 SD0519  ___________________________________________________________________
 SD0519  LAPLACE CORR-          15.86  (seconds)                    DEFLEC99
 SD0519  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 SD0519
 SD0519  HORZ ORDER  -  SECOND
 SD0519  VERT ORDER  -  THIRD ? (See Below)
 SD0519
 SD0519.The horizontal coordinates were established by classical geodetic methods
 SD0519.and adjusted by the National Geodetic Survey in December 1991..
 SD0519
 SD0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0519.The vertical order pertains to the NGVD 29 superseded value.
 SD0519
 SD0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0519
 SD0519.The geoid height was determined by GEOID03.
 SD0519
 SD0519;                    North         East     Units Scale Factor Converg.
 SD0519;SPC WA S     -   137,083.166   229,554.591   MT  0.99991540   -2 33 39.0
 SD0519;SPC WA S     -   449,747.02    753,130.35   sFT  0.99991540   -2 33 39.0
 SD0519;UTM  10      - 5,151,477.499   421,336.641   MT  0.99967606   -0 44 38.4
 SD0519
 SD0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0519!SPC WA S     -   1.00000325  x   0.99991540  =   0.99991865
 SD0519!UTM  10      -   1.00000325  x   0.99967606  =   0.99967931
 SD0519
 SD0519:                Primary Azimuth Mark                     Grid Az
 SD0519:SPC WA S     -  ILWACO OYSTER CO HOUSE W GAB             080 45 55.4
 SD0519:UTM  10      -  ILWACO OYSTER CO HOUSE W GAB             078 56 54.8
 SD0519
 SD0519|---------------------------------------------------------------------|
 SD0519| PID    Reference Object                     Distance      Geod. Az  |
 SD0519|                                                           dddmmss.s |
 SD0519| SC2482 ILWACO OYSTER CO HOUSE W GAB        APPROX. 6.5 KM 0781216.4 |
 SD0519| SC2468 NEMAH R ENT PILES CABIN S GAB       APPROX. 6.9 KM 0801510.3 |
 SD0519| SD0541 NAHCOTTA EAGLE OYSTER CO E GAB      APPROX. 1.4 KM 1862112.0 |
 SD0519| SD0555 BAY AVE                             APPROX. 2.4 KM 1941738.4 |
 SD0519| SD0513 NAHCOTTA OYSTER SHELL PLT STK       APPROX. 1.4 KM 1985345.5 |
 SD0519| DD9611 DOANE 2 RM 1                         15.769 METERS 27650     |
 SD0519| DD9612 DOANE 2 RM 2                         18.461 METERS 34921     |
 SD0519| SD0518 OYSTERVILLE HOLWAY HSE LOW STK      APPROX. 4.2 KM 3593541.3 |
 SD0519|---------------------------------------------------------------------|
 SD0519
 SD0519                          SUPERSEDED SURVEY CONTROL
 SD0519
 SD0519  NAD 83(1991)-  46 30 44.17160(N)    124 01 31.45818(W) AD(       ) 2
 SD0519  NAD 83(1986)-  46 30 44.17239(N)    124 01 31.43897(W) AD(       ) 2
 SD0519  NAD 27      -  46 30 44.81772(N)    124 01 26.85209(W) AD(       ) 2
 SD0519  NGVD 29 (07/19/86)    2.36   (m)            7.7    (f) LEVELING    3  
 SD0519
 SD0519.Superseded values are not recommended for survey control.
 SD0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0519.See file dsdata.txt to determine how the superseded data were derived.
 SD0519
 SD0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2133751477(NAD 83)
 SD0519_MARKER: DS = TRIANGULATION STATION DISK
 SD0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0519_STAMPING: DOANE 2 1938
 SD0519_MARK LOGO: CGS   
 SD0519_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SD0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0519+STABILITY: SURFACE MOTION
 SD0519
 SD0519  HISTORY     - Date     Condition        Report By
 SD0519  HISTORY     - 1939     MONUMENTED       CGS
 SD0519  HISTORY     - 1953     GOOD             CGS
 SD0519  HISTORY     - 1953     GOOD             CGS
 SD0519  HISTORY     - 1963     GOOD             WEYCO
 SD0519  HISTORY     - 1971     GOOD             LOCENG
 SD0519  HISTORY     - 1971     GOOD             NGS
 SD0519  HISTORY     - 1974     GOOD             NGS
 SD0519  HISTORY     - 1977     GOOD             NGS
 SD0519  HISTORY     - 19970510 MARK NOT FOUND   WADECO
 SD0519
 SD0519                          STATION DESCRIPTION
 SD0519
 SD0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SD0519'STATION IS ABOUT 0.75 MILE N OF THE PIER AT NAHCOTTA, ON A SANDY
 SD0519'POINT OF LAND AT THE SHERWOOD CAMP FOR GIRLS, ON LAND OWNED BY A
 SD0519'MISS ELLIOT.  IT IS ON A GRASSY STRIP BETWEEN THE BEACH AND THE
 SD0519'TREE LINE 9.6 METERS ENE OF THE CLOSEST TREE WHICH IS A SPRUCE 24
 SD0519'INCHES IN DIAMETER AT THE BASE, AND 15.8 METERS N OF A TRIMMED
 SD0519'SPRUCE 14 INCHES IN DIAMETER WHICH IS THE TREE CLOSEST TO THE BEACH
 SD0519'ON THE S SIDE OF THE POINT.  JUST W OF THE STATION THERE ARE SEVERAL
 SD0519'OF THE CAMP BUILDINGS IN THE EDGE OF THE TREES.
 SD0519'
 SD0519'SURFACE MARK IS A STANDARD DISK SET IN THE TOP END OF A CONCRETE
 SD0519'POST 3 FEET LONG AND 10 BY 10 INCHES AT BASE AND 8 BY 8 INCHES AT
 SD0519'TOP.  THE TOP OF THE POST IS FLUSH WITH THE SURFACE.
 SD0519'
 SD0519'SUBSURFACE MARK IS A STANDARD DISK SET IN A CEMENT BLOCK 12 BY 12 BY
 SD0519'8 INCHES PLACED 3 FEET BELOW THE SURFACE.
 SD0519'
 SD0519'REFERENCE MARK NO.1 IS MARKED BY A STANDARD REFERENCE DISK SET IN THE
 SD0519'TOP END OF A 30-INCH SECTION OF 4-INCH CAST-IRON SOIL PIPE WHICH
 SD0519'PROJECTS 2 INCHES.  THE MARK IS W OF THE STATION, 1.7 METERS S OF THE
 SD0519'SE CORNER OF A SMALL OPEN AIR PAVILION, AND IS STAMPED DOANE 2
 SD0519'NO.1, 1938.
 SD0519'
 SD0519'REFERENCE MARK NO.2 IS MARKED THE SAME AS NO.1.  IT IS N OF THE
 SD0519'STATION, 2.5 FEET S OF AN E-W WIRE FENCE AND 19.5 METERS E OF THE
 SD0519'POINT WHERE FENCE ENTERS BRUSH, AND IS STAMPED DOANE 2 NO.2, 1938.
 SD0519'
 SD0519'HEIGHT OF LIGHT ABOVE STATION MARK 3.6 METERS.
 SD0519
 SD0519                          STATION RECOVERY (1953)
 SD0519
 SD0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SD0519'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SD0519'CONDITION.
 SD0519'
 SD0519'THE DESCRIPTION WAS CHECKED AND FOUND TO BE CORRECT WITH THE
 SD0519'FOLLOWING EXCEPTIONS--THE STATION MARK IS NOW TWO INCHES BELOW THE
 SD0519'SURFACE OF GROUND, THE SPRUCE TREES MENTIONED ARE GONE.  A STANDARD
 SD0519'WITNESS POST WAS SET THIS YEAR, 8 FEET NORTHWEST OF THE STATION
 SD0519'MARK.
 SD0519'
 SD0519'TO REACH FROM THE LONG BEACH HOTEL IN LONG BEACH, GO NORTH ON STATE
 SD0519'HIGHWAY 12A FOR 3.1 MILES TO A CROSS ROAD.  TURN RIGHT, GO EAST FOR
 SD0519'1.35 MILES TO A T-ROAD.  TURN LEFT AND GO NORTH FOR 7.15 MILES TO
 SD0519'DOCK AT THE VILLAGE OF NAHOCOTTA.  CONTINUE NORTH FOR 1.0 MILE TO
 SD0519'SIGN AT DRIVEWAY TO RIGHT WILLAPA CAMP.  TURN RIGHT AND GO 0.1 MILE,
 SD0519'TO WHERE ROAD TURNS LEFT AT CABINS.  TURN LEFT, GO 0.05 MILE, THENCE
 SD0519'RIGHT FOR ABOUT 30 YARDS TO THE STATION.
 SD0519'
 SD0519'NOTE--A 4 FT. STAND WAS USED.  ALL MARKS ARE STAMPED DOANE 2 1938.
 SD0519'
 SD0519'SNAKE 2 1939 WAS OBSERVED ECCENTRICALLY.  A WOOD LOADING SHUTE
 SD0519'SITTING ON A PIER ABOUT 1/2 MILE FROM STATION OBSTRUCTED THE LINE OF
 SD0519'SIGHT.
 SD0519
 SD0519                          STATION RECOVERY (1953)
 SD0519
 SD0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SD0519'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 SD0519'COMPLETE DESCRIPTION FOLLOWS--
 SD0519'
 SD0519'ON THE EAST SIDE OF THE NORTH BEACH PENINSULA ABOUT 3/4 MILE NORTH
 SD0519'OF THE PIER AT NAHCOTTA ON A SANDY POINT OF LAND AT WILLAPA CAMP,
 SD0519'ON LAND OWNED BY A MISS ELLIOT, ON THE GRASSY STRIP BETWEEN BEACH
 SD0519'AND TREE LINE, EAST OF SEVERAL OF THE CAMP BUILDINGS IN THE TREES
 SD0519'WEST OF THE POINT, 18.9 METERS NORTH OF A 2-FOOT TWIN-TRUNKED
 SD0519'SPRUCE, 15.3 METERS SOUTH OF A LONE BUSHY SPRUCE 15 FEET HIGH,
 SD0519'11 METERS NORTHWEST OF EDGE OF BANK ON SOUTH SIDE OF POINT AND
 SD0519'9.6 METERS EAST NORTHEAST OF A STUMP 3 FEET HIGH, A STANDARD
 SD0519'DISK STAMPED DOANE 2 1938 IN THE TOP OF A 10-INCH SQUARE
 SD0519'CONCRETE POST SET ABOUT 3 INCHES BELOW THE SURFACE.
 SD0519'
 SD0519'REFERENCE MARK 1 IS WEST OF THE STATION, 1.7 METERS SOUTH OF THE
 SD0519'SOUTHWEST CORNER OF A SMALL OPEN AIR PAVILION, A STANDARD DISK
 SD0519'STAMPED DOANE 2 1938 NO 1 SET IN TOP OF A 30-INCH SECTION OF 4-INCH
 SD0519'CAST IRON SOIL PIPE PROJECTING 2 INCHES.
 SD0519'
 SD0519'REFERENCE MARK 2 IS NORTH OF THE STATION, 2.5 METERS SOUTH OF AN
 SD0519'EAST-WEST WIRE FENCE AND 19.5 METERS EAST OF THE POINT WHERE THE
 SD0519'FENCE ENTERS THE BEACH, A STANDARD DISK STAMPED DOANE 2 1938 NO 2
 SD0519'SET IN THE TOP OF A 30-INCH SECTION OF 4-INCH CAST IRON SOIL PIPE
 SD0519'FLUSH WITH THE GROUND.
 SD0519
 SD0519                          STATION RECOVERY (1963)
 SD0519
 SD0519'RECOVERY NOTE BY WEYERHAEUSER COMPANY 1963
 SD0519'STATION WAS FOUND IN GOOD CONDITION--18 INCHES UNDER DRIFTED SAND.
 SD0519'TRIPOD STILL THERE.  NO SEARCH MADE FOR REFERENCE MARKS MARKED WITH
 SD0519'WHITE PULP SHEETS FOR PHOTO IDENTIFICATION.  EASIEST LOCATION
 SD0519'THROUGH USE OF FORTHCOMING 1963 AERIAL PHOTOGRAPHY.
 SD0519
 SD0519                          STATION RECOVERY (1971)
 SD0519
 SD0519'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 SD0519'RECOVERED BY HILL AND JAY.
 SD0519'
 SD0519'STATION RECOVERED UNDER 12 IN OF ACCRETION--RECENT EROSION THREATENS
 SD0519'TO DISTURB STATION, HOWEVER.  - RMS NOT FOUND.
 SD0519
 SD0519                          STATION RECOVERY (1971)
 SD0519
 SD0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SD0519'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SD0519'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 SD0519'
 SD0519'THE STATION IS ON THE EASTERN SIDE OF NORTH BEACH PENINSULA AND ON
 SD0519'THE WEST SIDE OF WILLAPA BAY, ABOUT 11 MILES NORTH OF LONG BEACH, 2
 SD0519'1/2 MILES SOUTH OF OYSTERVILLE, 1 MILE NORTH OF NAHCOTTA, ON THE
 SD0519'SOUTHERN SIDE OF THE POINT AT WILLAPA CAMP AND IN SECTION 22, T 12
 SD0519'N, R 11 W.
 SD0519'
 SD0519'TO REACH FROM THE STORE AND POST OFFICE IN NAHCOTTA, GO NORTH ON
 SD0519'PENINSULA HIGHWAY FOR 1.1 MILE TO JOE JOHNS ROAD LEFT AND A PRIVATE
 SD0519'DRIVEWAY INTO A GIRLS CAMP ON THE RIGHT.  TURN RIGHT AND FOLLOW
 SD0519'DRIVEWAY EAST 0.1 MILE TO THE BEACH, KEEP LEFT 0.05 MILE TO A CABIN
 SD0519'STRAIGHT AHEAD, A FORT-LIKE BUILDING ON THE LEFT AND A 100-FOOT,
 SD0519'GRASSY DEPRESSION WITH THREE LARGE TREES IN THE CENTER ON THE
 SD0519'RIGHT.  (A NAIL WITH A WASHER WAS DRIVEN INTO THE TRUNK OF THE
 SD0519'NORTHEASTERN ONE OF THE THREE TREES, 1 FOOT ABOVE GROUND, ON
 SD0519'SOUTHEAST SIDE OF TREE, AND REFERENCE MARK NO. 1 IS 23.8 FEET
 SD0519'SOUTHEAST OF THIS NAIL).  WALK SOUTHEAST ACROSS DEPRESSION, THEN
 SD0519'EAST ALONG SHORELINE TO STATION, A TOTAL DISTANCE OF ABOUT 35 YARDS.
 SD0519'
 SD0519'THE STATION MARK, STAMPED DOANE 2 1938, IS A STANDARD DISK SET IN
 SD0519'CONCRETE ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND, 49.3 FEET
 SD0519'SOUTH-SOUTHWEST OF A NAIL 3.5 FEET ABOVE GROUND, PROJECTING 1 INCH
 SD0519'OUT OF THE SOUTH SIDE OF THE 12-INCH TRUNK OF A SPLIT-TRUNK SPRUCE
 SD0519'TREE WHICH IS THE MOST SOUTHEASTERLY TREE ON THE POINT.  25.5 FEET
 SD0519'EAST-SOUTHEAST OF A NAIL 4 FEET ABOVE GROUND, PROJECTING ONE INCH
 SD0519'OUT OF THE SOUTH SIDE OF THE TRUNK OF A 2-FOOT DIAMETER SPRUCE
 SD0519'TREE, 6 FEET NORTH OF THE 1-FOOT HIGH BANK AT THE HIGH WATER LINE
 SD0519'AND 2 FEET NORTH OF A METAL WITNESS POST.
 SD0519'
 SD0519'REFERENCE MARK NO. 1, STAMPED DOANE 2 1938 NO 1, IS A STANDARD DISK
 SD0519'SET IN A 4-INCH SOIL PIPE 1 INCH BELOW GROUND, 27.4 FEET WEST OF THE
 SD0519'NAIL IN THE 2-FOOT DIAMETER SPRUCE TREE, 23.8 FEET SOUTHEAST OF THE
 SD0519'NAIL AND WASHER DESCRIBED ABOVE AND 9 YARDS NORTH OF THE 2-FOOT BANK
 SD0519'AT THE HIGH WATER LINE.
 SD0519'
 SD0519'REFERENCE MARK NO. 2, STAMPED DOANE 2 1938 NO 2, IS A STANDARD DISK
 SD0519'SET IN A 4-INCH SOIL PIPE WHICH PROJECTS 4 INCHES, BUT IS IN LUMPY
 SD0519'GROUND WITH TALL GRASS WHICH HIDES THE MARK, 52 FEET NORTH OF THE
 SD0519'NAIL IN THE 2-FOOT DIAMETER SPRUCE TREE, 35.8 FEET WEST-NORTHWEST OF
 SD0519'THE NAIL IN THE SPLIT-TRUNK SPRUCE TREE AND 11.0 FEET EAST-SOUTHEAST
 SD0519'OF A 4-INCH DIAMETER SPRUCE TREE.
 SD0519'
 SD0519'THERE IS NO AZIMUTH MARK FOR THIS STATION.  ONE OF THE STATIONS ON
 SD0519'THE EAST SIDE OF WILLAPA BAY SHOULD SUFFICE, BUT THIS WAS NOT
 SD0519'INVESTIGATED.
 SD0519
 SD0519                          STATION RECOVERY (1974)
 SD0519
 SD0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SD0519'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED.  THIS
 SD0519'POINT HAS BEEN ERODING AWAY THE PAST FEW YEARS, AND THIS EROSION
 SD0519'WILL PROBABLY CONTINUE.  THE STATION MARK IS AT PRESENT ABOUT 18
 SD0519'INCHES BELOW GROUND, AND IN 1939 THE MARK WAS FLUSH, WHICH WOULD
 SD0519'INDICATE A BUILD-UP OF THE POINT SOMETIME SINCE THEN.  TO DETERMINE
 SD0519'WHETHER THIS MONUMENT WAS THE 1939 SURFACE MARK OR SUB-SURFACE MARK,
 SD0519'A HOLE WAS DUG EXPOSING 20 INCHES OF THE SIDE OF THE MONUMENT.  SUB
 SD0519'SURFACE MARK IS A DISK IN A 12X12X8-INCH CONCRETE BLOCK AND SHOULD
 SD0519'BE 3 FEET BELOW THE TOP OF THIS MONUMENT WHICH IS NOW BURIED 18
 SD0519'INCHES.  THE BANK WILL PROBABLY RECEED BEYOND THE STATION MARK
 SD0519'THIS NEXT WINTER, AND JUDGING FROM THE DEPTH OF THE EROSION IN THE
 SD0519'PAST, WILL LEAVE THE SURFACE MARK SOMEWHERE BETWEEN FLUSH WITH THE
 SD0519'BEACH TO PROJECTING 6 INCHES. AND THE SUB-SURFACE MARK 2-1/2 TO 3
 SD0519'FEET BELOW THE BEACH.
 SD0519'
 SD0519'THE SURFACE MONUMENT IS A 7 1/2X8 1/2-INCH CONCRETE POST WITH THE
 SD0519'CENTER OF THE DISK 6 INCHES SOUTH OF THE NORTH CORNER AND 4-1/2
 SD0519'INCHES NORTH OF THE SOUTH CORNER.  DIMENSIONS OF THE SUB-SURFACE
 SD0519'MONUMENT WERE TAKEN FROM THE 1939 DESCRIPTION.
 SD0519'
 SD0519'STATION IS ADEQUATELY DESCRIBED IN THE 1971 RECOVERY NOTE BY L.F.S.
 SD0519'
 SD0519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1 MILE NORTH OF
 SD0519'NAHCOTTA.
 SD0519
 SD0519                          STATION RECOVERY (1977)
 SD0519
 SD0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SD0519'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 SD0519'GOOD CONDITION.  THE 1971 RECOVERY NOTE BY L.F.S. IS ADEQUATE
 SD0519'EXCEPT EROSION HAS LEFT THE STATION MARK FLUSH WITH THE BEACH AND 2
 SD0519'FEET SOUTH OF THE 18-INCH HIGH BANK AT THE HIGH WATER LINE.  A
 SD0519'METAL WITNESS POST WAS SET 1.5 FEET EAST OF THE MARK.  A SECOND
 SD0519'METAL WITNESS POST WAS SET 1 FOOT NORTH OF REFERENCE MARK NO. 2.
 SD0519'
 SD0519'TRIANGULATION STATION BAY AVE WILL SERVE AS AN AZIMUTH MARK.
 SD0519'
 SD0519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1 MILE NORTH OF
 SD0519'NAHCOTTA.
 SD0519
 SD0519                          STATION RECOVERY (1997)
 SD0519
 SD0519'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 SD0519'GIRLS CAMP IN DESCRIPTION IS CLOSED AND TWO PRIVATE CABINS ARE ON
 SD0519'PROPERTY, ENTRANCE TO PROPERTY IS DIRECTLY ACROSS FROM T INTERSECTION
 SD0519'OF JOE JOHNS ROAD AND SANDRIDGE ROAD.  REFERENCE MARK NO 2 FOUND,
 SD0519'WITNESS POST FOR STATION AND NO 2 ARE IN PLACE.  STATION -SURFACE
 SD0519'MARK- HAS BEEN COVERED BY 6 INCH ROCK.  DUG DOWN 18 INCHES BUT DID NOT
 SD0519'FIND MARK.  SURFACE MARK HAVE BEEN DESTROYED DURING FILL OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1330 ***********************************************************************
 SC1330  DESIGNATION -  DOBELBOWER UP DIKE LT DOLPHIN
 SC1330  PID         -  SC1330
 SC1330  STATE/COUNTY-  WA/COWLITZ
 SC1330  USGS QUAD   -  KALAMA (1990)
 SC1330
 SC1330                         *CURRENT SURVEY CONTROL
 SC1330  ___________________________________________________________________
 SC1330* NAD 83(1991)-  46 03 00.90054(N)    122 52 34.26738(W)     ADJUSTED  
 SC1330* NAVD 88     -                                                        
 SC1330  ___________________________________________________________________
 SC1330  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 SC1330  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 SC1330
 SC1330  HORZ ORDER  -  THIRD
 SC1330
 SC1330.The horizontal coordinates were established by classical geodetic methods
 SC1330.and adjusted by the National Geodetic Survey in December 1991..
 SC1330
 SC1330
 SC1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1330
 SC1330.The geoid height was determined by GEOID03.
 SC1330
 SC1330;                    North         East     Units Scale Factor Converg.
 SC1330;SPC WA S     -    82,454.937   316,135.098   MT  0.99995788   -1 43 33.8
 SC1330;SPC WA S     -   270,520.91  1,037,186.57   sFT  0.99995788   -1 43 33.8
 SC1330;SPC OR N     -   267,584.394 2,316,123.630   MT  1.00001317   -1 41 06.6
 SC1330;SPC OR N     -   877,901.56  7,598,830.81   iFT  1.00001317   -1 41 06.6
 SC1330;UTM  10      - 5,099,638.104   509,578.569   MT  0.99960113   +0 05 20.9
 SC1330
 SC1330                          SUPERSEDED SURVEY CONTROL
 SC1330
 SC1330  NAD 83(1991)-  46 03 00.90054(N)    122 52 34.26739(W) AD(       ) 4
 SC1330  NAD 83(1986)-  46 03 00.91645(N)    122 52 34.26266(W) AD(       ) 4
 SC1330  NAD 27      -  46 03 01.50626(N)    122 52 29.87298(W) AD(       ) 3
 SC1330
 SC1330.Superseded values are not recommended for survey control.
 SC1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1330.See file dsdata.txt to determine how the superseded data were derived.
 SC1330
 SC1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER0957999638(NAD 83)
 SC1330
 SC1330  HISTORY     - Date     Condition        Report By
 SC1330  HISTORY     - 1937     MONUMENTED       CGS
 SC1330
 SC1330                          STATION DESCRIPTION
 SC1330
 SC1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1330'THIS STATION IS ONE OF THE CENTERS OF HIGHER PILES RISING FROM
 SC1330'THE MIDDLE OF 7-PILE DOLPHINS.  THE OIL LANTERN IS SUSPENDED
 SC1330'TOWARDS THE CHANNELS (GENERALLY) BY MEANS OF SHORT ARMS, AND IS
 SC1330'THEREFORE ECCENTRIC WITH RESPECT TO STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1791 ***********************************************************************
 TR1791  DESIGNATION -  DOC
 TR1791  PID         -  TR1791
 TR1791  STATE/COUNTY-  WA/SAN JUAN
 TR1791  USGS QUAD   -  RICHARDSON (1977)
 TR1791
 TR1791                         *CURRENT SURVEY CONTROL
 TR1791  ___________________________________________________________________
 TR1791* NAD 83(1991)-  48 26 54.07970(N)    122 54 54.65601(W)     ADJUSTED  
 TR1791* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1791  ___________________________________________________________________
 TR1791  LAPLACE CORR-          -8.15  (seconds)                    DEFLEC99
 TR1791  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TR1791
 TR1791  HORZ ORDER  -  SECOND
 TR1791
 TR1791.The horizontal coordinates were established by classical geodetic methods
 TR1791.and adjusted by the National Geodetic Survey in December 1991..
 TR1791
 TR1791.The orthometric height was scaled from a topographic map.
 TR1791
 TR1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1791
 TR1791.The geoid height was determined by GEOID03.
 TR1791
 TR1791;                    North         East     Units Scale Factor Converg.
 TR1791;SPC WA N     -   163,116.969   346,017.327   MT  0.99995887   -1 32 59.9
 TR1791;SPC WA N     -   535,159.59  1,135,225.18   sFT  0.99995887   -1 32 59.9
 TR1791;UTM  10      - 5,366,138.500   506,272.008   MT  0.99960048   +0 03 48.5
 TR1791
 TR1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1791!SPC WA N     -   1.00000273  x   0.99995887  =   0.99996160
 TR1791!UTM  10      -   1.00000273  x   0.99960048  =   0.99960321
 TR1791
 TR1791|---------------------------------------------------------------------|
 TR1791| PID    Reference Object                     Distance      Geod. Az  |
 TR1791|                                                           dddmmss.s |
 TR1791| CF8626 DOC RM 2                              5.752 METERS 05456     |
 TR1791| TR1792 DUCK 1940                           APPROX. 1.3 KM 1225704.7 |
 TR1791| CF8625 DOC RM 1                             17.872 METERS 33307     |
 TR1791|---------------------------------------------------------------------|
 TR1791
 TR1791                          SUPERSEDED SURVEY CONTROL
 TR1791
 TR1791  NAD 83(1986)-  48 26 54.08029(N)    122 54 54.66019(W) AD(       ) 2
 TR1791  NAD 27      -  48 26 54.73000(N)    122 54 50.02400(W) AD(       ) 2
 TR1791
 TR1791.Superseded values are not recommended for survey control.
 TR1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1791.See file dsdata.txt to determine how the superseded data were derived.
 TR1791
 TR1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0627266139(NAD 83)
 TR1791_MARKER: Z = SEE DESCRIPTION
 TR1791_SETTING: 0 = UNSPECIFIED SETTING
 TR1791
 TR1791  HISTORY     - Date     Condition        Report By
 TR1791  HISTORY     - 1940     MONUMENTED       CGS
 TR1791
 TR1791                          STATION DESCRIPTION
 TR1791
 TR1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR1791'AT THE SW SIDE OF LOPEZ ISLAND, ABOUT 1/2 MILE NW OF RICHARDSON,
 TR1791'ON A ROCKY POINT.  STATION IS 12.3 METERS BACK (NE) FROM BLUFF
 TR1791'LINE WHICH IS ALSO HIGH-WATER LINE, AND IS 20 FEET ABOVE HIGH
 TR1791'WATER.  IT IS SE OF THE SUMMIT AT THE POINT, AND IS THE RANGE
 TR1791'LINE OF THE HIGHEST PART OF HALL ISLAND AND THE ROCK AWASH AT THE
 TR1791'N TANGENT OF CHARLES ISLAND.
 TR1791'
 TR1791'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 TR1791'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 TR1791'
 TR1791'REFERENCE MARK NO.1 IS LOCATED ON THE HIGHEST PART OF THE
 TR1791'BEDROCK OF THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0593 ***********************************************************************
 SD0593  DESIGNATION -  DOCK
 SD0593  PID         -  SD0593
 SD0593  STATE/COUNTY-  WA/PACIFIC
 SD0593  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0593
 SD0593                         *CURRENT SURVEY CONTROL
 SD0593  ___________________________________________________________________
 SD0593* NAD 83(1991)-  46 17 55.22270(N)    124 02 21.75240(W)     ADJUSTED  
 SD0593* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SD0593  ___________________________________________________________________
 SD0593  LAPLACE CORR-          13.75  (seconds)                    DEFLEC99
 SD0593  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 SD0593
 SD0593  HORZ ORDER  -  THIRD
 SD0593
 SD0593.The horizontal coordinates were established by classical geodetic methods
 SD0593.and adjusted by the National Geodetic Survey in December 1991..
 SD0593
 SD0593.The orthometric height was scaled from a topographic map.
 SD0593
 SD0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0593
 SD0593.The geoid height was determined by GEOID03.
 SD0593
 SD0593;                    North         East     Units Scale Factor Converg.
 SD0593;SPC WA S     -   113,413.666   227,418.616   MT  0.99992703   -2 34 15.6
 SD0593;SPC WA S     -   372,091.34    746,122.58   sFT  0.99992703   -2 34 15.6
 SD0593;UTM  10      - 5,127,757.903   419,953.062   MT  0.99967876   -0 45 05.2
 SD0593
 SD0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0593!SPC WA S     -   1.00000364  x   0.99992703  =   0.99993067
 SD0593!UTM  10      -   1.00000364  x   0.99967876  =   0.99968240
 SD0593
 SD0593:                Primary Azimuth Mark                     Grid Az
 SD0593:SPC WA S     -  ILWACO HS DORM PROJ OVER ENT             005 44 24.8
 SD0593:UTM  10      -  ILWACO HS DORM PROJ OVER ENT             003 55 14.4
 SD0593
 SD0593|---------------------------------------------------------------------|
 SD0593| PID    Reference Object                     Distance      Geod. Az  |
 SD0593|                                                           dddmmss.s |
 SD0593| SD0602 ILWACO HS DORM PROJ OVER ENT        APPROX. 1.3 KM 0031009.2 |
 SD0593| SD0576 BLUFF 2                             APPROX. 1.1 KM 0320847.2 |
 SD0593| DD9613 DOCK RM 1                            17.811 METERS 16720     |
 SD0593| DD9614 DOCK RM 2                             9.589 METERS 33022     |
 SD0593|---------------------------------------------------------------------|
 SD0593
 SD0593                          SUPERSEDED SURVEY CONTROL
 SD0593
 SD0593  NAD 83(1991)-  46 17 55.22263(N)    124 02 21.75236(W) AD(       ) 3
 SD0593  NAD 83(1986)-  46 17 55.22602(N)    124 02 21.72619(W) AD(       ) 3
 SD0593  NAD 27      -  46 17 55.86648(N)    124 02 17.17417(W) AD(       ) 3
 SD0593
 SD0593.Superseded values are not recommended for survey control.
 SD0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0593.See file dsdata.txt to determine how the superseded data were derived.
 SD0593
 SD0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1995327758(NAD 83)
 SD0593
 SD0593  HISTORY     - Date     Condition        Report By
 SD0593  HISTORY     - 1926     MONUMENTED       CGS
 SD0593  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SD0593
 SD0593                          STATION DESCRIPTION
 SD0593
 SD0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (JMS)
 SD0593'THE STATION IS LOCATED ON THE S END OF A LONG PIER RUNNING OUT
 SD0593'INTO BAKER BAY, FROM THE TOWN OF ILWACO, WASH.  THE STATION IS
 SD0593'ABOUT 100 FEET NORTH OF THE S END OF THE PIER, 5 FEET FROM W EDGE
 SD0593'OF DOCKING PIER, 10 FEET FROM W EDGE OF PIER AND IN THE EAST 6-BY
 SD0593'18-INCH STRINGER.
 SD0593'
 SD0593'THE MARK IS A 1/2 INCH DRIFT BOLT, DRIVEN ALMOST FLUSH IN THE
 SD0593'CENTER OF THE 6-INCH OF A 6-BY 18-INCH TIMBER STRINGER, AND IS
 SD0593'SURROUNDED BY A TRIANGLE OF NAILS, DRIVEN IN THE TIMBER.
 SD0593'
 SD0593'REFERENCE MARK NO.1 IS AN ARROW MADE OF NAILS AND DRIVEN IN THE
 SD0593'CENTER OF THE TOP WEST 6-BY-6 INCH WOODEN STRINGER ON HIGHEST
 SD0593'DOCKING PIER.  MARK IS ABOUT S OF NW CORNER OF HIGH DOCK, BEARING
 SD0593'S OF STATION.
 SD0593'
 SD0593'REFERENCE MARK NO.2 IS SIMILAR TO REFERENCE MARK NO.1 AND IS THE
 SD0593'CENTER OF THE 6-INCH EDGE OF THE WEST 6- BY 18-INCH WOODEN STRINGER,
 SD0593'WHICH IS UNDERNEATH THE TOP DOCK TIES.
 SD0593
 SD0593                          STATION RECOVERY (1958)
 SD0593
 SD0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0593'STATION IS LOST.  THE POSITION OF THE STATION AS DETERMINED FROM
 SD0593'A NEARBY STATION INDICATES THAT THE PIER ON WHICH THE STATION WAS
 SD0593'LOCATED IS NO LONGER STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2371 ***********************************************************************
 RD2371  DESIGNATION -  DOCK
 RD2371  PID         -  RD2371
 RD2371  STATE/COUNTY-  WA/CLARK
 RD2371  USGS QUAD   -  CAMAS (1993)
 RD2371
 RD2371                         *CURRENT SURVEY CONTROL
 RD2371  ___________________________________________________________________
 RD2371* NAD 83(1991)-  45 34 58.36868(N)    122 28 24.80817(W)     ADJUSTED  
 RD2371* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD2371  ___________________________________________________________________
 RD2371  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 RD2371  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 RD2371
 RD2371  HORZ ORDER  -  THIRD
 RD2371
 RD2371.The horizontal coordinates were established by classical geodetic methods
 RD2371.and adjusted by the National Geodetic Survey in December 1991..
 RD2371
 RD2371.The orthometric height was scaled from a topographic map.
 RD2371
 RD2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2371
 RD2371.The geoid height was determined by GEOID03.
 RD2371
 RD2371;                    North         East     Units Scale Factor Converg.
 RD2371;SPC WA S     -    29,664.697   345,982.891   MT  1.00006616   -1 26 00.9
 RD2371;SPC WA S     -    97,324.93  1,135,112.20   sFT  1.00006616   -1 26 00.9
 RD2371;SPC OR N     -   214,816.043 2,346,004.544   MT  0.99992068   -1 23 58.6
 RD2371;SPC OR N     -   704,777.04  7,696,865.30   iFT  0.99992068   -1 23 58.6
 RD2371;UTM  10      - 5,047,839.084   541,068.846   MT  0.99962074   +0 22 33.7
 RD2371
 RD2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2371!SPC WA S     -   1.00000292  x   1.00006616  =   1.00006908
 RD2371!SPC OR N     -   1.00000292  x   0.99992068  =   0.99992360
 RD2371!UTM  10      -   1.00000292  x   0.99962074  =   0.99962366
 RD2371
 RD2371:                Primary Azimuth Mark                     Grid Az
 RD2371:SPC WA S     -  BEND                                     106 24 49.5
 RD2371:SPC OR N     -  BEND                                     106 22 47.2
 RD2371:UTM  10      -  BEND                                     104 36 14.9
 RD2371
 RD2371|---------------------------------------------------------------------|
 RD2371| PID    Reference Object                     Distance      Geod. Az  |
 RD2371|                                                           dddmmss.s |
 RD2371| RD2324 BEND                                APPROX. 1.1 KM 1045848.6 |
 RD2371|---------------------------------------------------------------------|
 RD2371
 RD2371                          SUPERSEDED SURVEY CONTROL
 RD2371
 RD2371  NAD 83(1991)-  45 34 58.36868(N)    122 28 24.80817(W) AD(       ) 3
 RD2371  NAD 83(1986)-  45 34 58.38445(N)    122 28 24.81177(W) AD(       ) 3
 RD2371  NAD 27      -  45 34 58.95400(N)    122 28 20.47300(W) AD(       ) 3
 RD2371
 RD2371.Superseded values are not recommended for survey control.
 RD2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2371.See file dsdata.txt to determine how the superseded data were derived.
 RD2371
 RD2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER4106947839(NAD 83)
 RD2371
 RD2371  HISTORY     - Date     Condition        Report By
 RD2371  HISTORY     - 1935     MONUMENTED       USE
 RD2371  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RD2371
 RD2371                          STATION DESCRIPTION
 RD2371
 RD2371'DESCRIBED BY US ENGINEERS 1935
 RD2371'ON N BANK OF COLUMBIA RIVER, ABOUT 1.6 MILES E OF FISHER LANDING,
 RD2371'ABOUT 150 FEET FROM RIVER LIGHT, NEAR UPPER END OF OLD ROCK
 RD2371'QUARRY, N OF AND OPPOSITE LOWER END OF CLEARING AT UPPER END OF
 RD2371'GOVERNMENT ISLAND ON S SHORE OF RIVER, AT JUNCTION OF FILL AND OLD
 RD2371'DOCK, ABOUT 3 FEET INSHORE.
 RD2371'
 RD2371'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN CONCRETE
 RD2371'POST WITH USED DOCK 1935 MARKED IN CONCRETE.
 RD2371
 RD2371                          STATION RECOVERY (1961)
 RD2371
 RD2371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD2371'STATION WAS SEARCHED FOR, BUT NOT FOUND.  STATION MAY HAVE BEEN
 RD2371'DESTROYED BY LOGGING OPERATIONS IN THE AREA.  THERE IS NOW A LARGE
 RD2371'SAW MILL ON THE RIVER BANK NEAR WHERE THE STATION SITE IS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2330 ***********************************************************************
 SC2330  DESIGNATION -  DOCK
 SC2330  PID         -  SC2330
 SC2330  STATE/COUNTY-  WA/PACIFIC
 SC2330  USGS QUAD   -  LONG ISLAND (1984)
 SC2330
 SC2330                         *CURRENT SURVEY CONTROL
 SC2330  ___________________________________________________________________
 SC2330* NAD 83(1991)-  46 25 24.49622(N)    123 56 11.48818(W)     ADJUSTED  
 SC2330* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC2330  ___________________________________________________________________
 SC2330  LAPLACE CORR-          16.84  (seconds)                    DEFLEC99
 SC2330  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SC2330
 SC2330  HORZ ORDER  -  THIRD
 SC2330
 SC2330.The horizontal coordinates were established by classical geodetic methods
 SC2330.and adjusted by the National Geodetic Survey in December 1991..
 SC2330
 SC2330.The orthometric height was scaled from a topographic map.
 SC2330
 SC2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2330
 SC2330.The geoid height was determined by GEOID03.
 SC2330
 SC2330;                    North         East     Units Scale Factor Converg.
 SC2330;SPC WA S     -   126,921.520   235,938.663   MT  0.99991856   -2 29 46.6
 SC2330;SPC WA S     -   416,408.35    774,075.43   sFT  0.99991856   -2 29 46.6
 SC2330;UTM  10      - 5,141,525.882   428,038.103   MT  0.99966365   -0 40 42.6
 SC2330
 SC2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2330!SPC WA S     -   1.00000354  x   0.99991856  =   0.99992210
 SC2330!UTM  10      -   1.00000354  x   0.99966365  =   0.99966719
 SC2330
 SC2330|---------------------------------------------------------------------|
 SC2330| PID    Reference Object                     Distance      Geod. Az  |
 SC2330|                                                           dddmmss.s |
 SC2330| CE3076 DOCK RM 2                            13.320 METERS 17400     |
 SC2330| CE3075 DOCK RM 1                             4.300 METERS 30106     |
 SC2330| SC2334 CLIFF                               APPROX. 1.9 KM 3415635.5 |
 SC2330| SC2333 GAME RESERVE SIGN 1939               44.230 METERS 34311     |
 SC2330|---------------------------------------------------------------------|
 SC2330
 SC2330                          SUPERSEDED SURVEY CONTROL
 SC2330
 SC2330  NAD 83(1991)-  46 25 24.49587(N)    123 56 11.48789(W) AD(       ) 3
 SC2330  NAD 83(1986)-  46 25 24.49848(N)    123 56 11.46780(W) AD(       ) 3
 SC2330  NAD 27      -  46 25 25.13410(N)    123 56 06.90058(W) AD(       ) 3
 SC2330
 SC2330.Superseded values are not recommended for survey control.
 SC2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2330.See file dsdata.txt to determine how the superseded data were derived.
 SC2330
 SC2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2803841526(NAD 83)
 SC2330_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC2330_SETTING: 66 = SET IN ROCK OUTCROP
 SC2330_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SC2330
 SC2330  HISTORY     - Date     Condition        Report By
 SC2330  HISTORY     - 1939     MONUMENTED       CGS
 SC2330
 SC2330                          STATION DESCRIPTION
 SC2330
 SC2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2330'STATION IS ABOUT 1 MILE N FROM SE END OF LONG ISLAND ON ITS E SHORE
 SC2330'AT BASE OF CLIFFS.
 SC2330'
 SC2330'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 SC2330'OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 3 AND 12A.
 SC2330'
 SC2330'NORTHERN REFERENCE MARK IS SET VERTICALLY IN FACE OF CLIFF, 3 FEET
 SC2330'ABOVE HIGH WATER AND SHOULD BE EASILY FOUND.
 SC2330'
 SC2330'STATION MAY BE REACHED BY BOAT.  MUD FLATS MAKE IT DIFFICULT TO
 SC2330'LAND BEFORE HALF-TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2680 ***********************************************************************
 SC2680  DESIGNATION -  DOCK
 SC2680  PID         -  SC2680
 SC2680  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2680  USGS QUAD   -  HOQUIAM (1994)
 SC2680
 SC2680                         *CURRENT SURVEY CONTROL
 SC2680  ___________________________________________________________________
 SC2680* NAD 83(1991)-  46 55 53.09775(N)    123 56 11.29735(W)     ADJUSTED  
 SC2680* NAVD 88     -                                                        
 SC2680  ___________________________________________________________________
 SC2680  LAPLACE CORR-          14.27  (seconds)                    DEFLEC99
 SC2680  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 SC2680
 SC2680  HORZ ORDER  -  THIRD
 SC2680
 SC2680.The horizontal coordinates were established by classical geodetic methods
 SC2680.and adjusted by the National Geodetic Survey in December 1991..
 SC2680
 SC2680
 SC2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2680
 SC2680.The geoid height was determined by GEOID03.
 SC2680
 SC2680;                    North         East     Units Scale Factor Converg.
 SC2680;SPC WA S     -   183,328.663   238,401.820   MT  0.99993285   -2 29 46.5
 SC2680;SPC WA S     -   601,470.79    782,156.64   sFT  0.99993285   -2 29 46.5
 SC2680;UTM  10      - 5,197,968.278   428,713.372   MT  0.99966246   -0 41 03.0
 SC2680
 SC2680                          SUPERSEDED SURVEY CONTROL
 SC2680
 SC2680  NAD 83(1986)-  46 55 53.09178(N)    123 56 11.29633(W) AD(       ) 4
 SC2680  NAD 27      -  46 55 53.76000(N)    123 56 06.70000(W) AD(       ) 3
 SC2680
 SC2680.Superseded values are not recommended for survey control.
 SC2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2680.See file dsdata.txt to determine how the superseded data were derived.
 SC2680
 SC2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2871397968(NAD 83)
 SC2680
 SC2680  HISTORY     - Date     Condition        Report By
 SC2680  HISTORY     - UNK      MONUMENTED
 SC2680  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2680
 SC2680                          STATION DESCRIPTION
 SC2680
 SC2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2680'THIS STATION WAS NOT RECOVERED.
 SC2680'
 SC2680'THIS UNDESCRIBED STATION COULD NOT BE IDENTIFIED EVEN IF IT STILL
 SC2680'EXISTS.
 SC2680'
 SC2680'NO SEARCH WAS MADE FOR THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2743 ***********************************************************************
 SY2743  DESIGNATION -  DOCK
 SY2743  PID         -  SY2743
 SY2743  STATE/COUNTY-  WA/KING
 SY2743  USGS QUAD   -  TACOMA NORTH (1994)
 SY2743
 SY2743                         *CURRENT SURVEY CONTROL
 SY2743  ___________________________________________________________________
 SY2743* NAD 83(1991)-  47 21 46.61451(N)    122 26 28.78886(W)     ADJUSTED  
 SY2743* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY2743  ___________________________________________________________________
 SY2743  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 SY2743  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 SY2743
 SY2743  HORZ ORDER  -  THIRD
 SY2743
 SY2743.The horizontal coordinates were established by classical geodetic methods
 SY2743.and adjusted by the National Geodetic Survey in December 1991..
 SY2743
 SY2743.The orthometric height was scaled from a topographic map.
 SY2743
 SY2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2743
 SY2743.The geoid height was determined by GEOID03.
 SY2743
 SY2743;                    North         East     Units Scale Factor Converg.
 SY2743;SPC WA N     -    41,622.657   378,538.231   MT  1.00002838   -1 11 49.9
 SY2743;SPC WA N     -   136,557.00  1,241,920.85   sFT  1.00002838   -1 11 49.9
 SY2743;SPC WA S     -   227,407.123   353,366.823   MT  1.00000691   -1 24 36.6
 SY2743;SPC WA S     -   746,084.87  1,159,337.65   sFT  1.00000691   -1 24 36.6
 SY2743;UTM  10      - 5,245,649.842   542,184.657   MT  0.99962187   +0 24 39.6
 SY2743
 SY2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2743!SPC WA N     -   1.00000291  x   1.00002838  =   1.00003129
 SY2743!SPC WA S     -   1.00000291  x   1.00000691  =   1.00000982
 SY2743!UTM  10      -   1.00000291  x   0.99962187  =   0.99962478
 SY2743
 SY2743:                Primary Azimuth Mark                     Grid Az
 SY2743:SPC WA N     -  SON 2                                    063 39 11.2
 SY2743:SPC WA S     -  SON 2                                    063 51 57.9
 SY2743:UTM  10      -  SON 2                                    062 02 41.7
 SY2743
 SY2743|---------------------------------------------------------------------|
 SY2743| PID    Reference Object                     Distance      Geod. Az  |
 SY2743|                                                           dddmmss.s |
 SY2743| SY2345 SON 2                               APPROX. 5.5 KM 0622721.3 |
 SY2743| CE3545 DOCK RM 1                            29.200 METERS 23354     |
 SY2743| CE3953 DOCK RM 2                             6.100 METERS 35734     |
 SY2743|---------------------------------------------------------------------|
 SY2743
 SY2743                          SUPERSEDED SURVEY CONTROL
 SY2743
 SY2743  NAD 83(1986)-  47 21 46.61001(N)    122 26 28.80365(W) AD(       ) 3
 SY2743  NAD 27      -  47 21 47.25500(N)    122 26 24.34900(W) AD(       ) 3
 SY2743
 SY2743.Superseded values are not recommended for survey control.
 SY2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2743.See file dsdata.txt to determine how the superseded data were derived.
 SY2743
 SY2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4218545650(NAD 83)
 SY2743_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2743_SETTING: 80 = SET IN A BOULDER
 SY2743_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY2743
 SY2743  HISTORY     - Date     Condition        Report By
 SY2743  HISTORY     - 1935     MONUMENTED       CGS
 SY2743  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY2743
 SY2743                          STATION DESCRIPTION
 SY2743
 SY2743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2743'STATION IS LOCATED IN PUGET SOUND ON THE S SHORE OF MAURY ISLAND,
 SY2743'ABOUT 1-1/4 MILES NORTHERLY OF PINER POINT.  STATION MARK IS SET IN
 SY2743'A DARK, FLAT BOULDER, DEEPLY EMBEDDED IN THE GROUND ABOUT 2 FEET
 SY2743'BELOW HIGH WATER AND ABOUT 9 METERS FROM THE BLUFF AND STORM
 SY2743'HIGH-WATER MARK.  SAND BLUFF IS SUBJECT TO SLIDES.
 SY2743'
 SY2743'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 SY2743'DRILL HOLES IN BOULDERS, AS DESCRIBED IN NOTES 4 AND 12C.
 SY2743'
 SY2743'REFERENCE MARK NO. 1 IS IN THE LARGEST BOULDER ON THIS SECTION OF
 SY2743'BEACH, ABOUT 5 FEET HIGH AND PARTLY EMBEDDED IN THE SAND.  THE
 SY2743'BOULDER IS ABOUT 10 METERS FROM THE BLUFF AND BELOW THE HIGH-WATER
 SY2743'MARK.
 SY2743'
 SY2743'REFERENCE MARK NO.2 IS IN A REDDISH BOULDER, EMBEDDED IN THE SAND,
 SY2743'INSHORE FROM STATION.
 SY2743
 SY2743                          STATION RECOVERY (1962)
 SY2743
 SY2743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AH)
 SY2743'STATION MARK AND REFERENCE MARKS WERE RECOVERED.  THE STAMPING ON
 SY2743'THE STATION MARK DISK IS HARD TO READ.
 SY2743'
 SY2743'THE STATION CAN NOW BE REACHED EASILY BE DRIVING TO THE BEACH ABOUT
 SY2743'2000 FEET TO THE SOUTH AND WALKING ALONG BEACH TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2915 ***********************************************************************
 SY2915  DESIGNATION -  DOCK
 SY2915  PID         -  SY2915
 SY2915  STATE/COUNTY-  WA/PIERCE
 SY2915  USGS QUAD   -  GIG HARBOR (1994)
 SY2915
 SY2915                         *CURRENT SURVEY CONTROL
 SY2915  ___________________________________________________________________
 SY2915* NAD 83(1991)-  47 15 55.86336(N)    122 33 54.37380(W)     ADJUSTED  
 SY2915* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 SY2915  ___________________________________________________________________
 SY2915  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 SY2915  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 SY2915
 SY2915  HORZ ORDER  -  SECOND
 SY2915
 SY2915.The horizontal coordinates were established by classical geodetic methods
 SY2915.and adjusted by the National Geodetic Survey in December 1991..
 SY2915
 SY2915.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2915
 SY2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2915
 SY2915.The geoid height was determined by GEOID03.
 SY2915
 SY2915;                    North         East     Units Scale Factor Converg.
 SY2915;SPC WA S     -   216,816.242   343,736.423   MT  0.99998519   -1 30 00.3
 SY2915;SPC WA S     -   711,337.95  1,127,741.91   sFT  0.99998519   -1 30 00.3
 SY2915;UTM  10      - 5,234,762.515   532,899.055   MT  0.99961330   +0 19 10.0
 SY2915
 SY2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2915!SPC WA S     -   1.00000316  x   0.99998519  =   0.99998835
 SY2915!UTM  10      -   1.00000316  x   0.99961330  =   0.99961646
 SY2915
 SY2915|---------------------------------------------------------------------|
 SY2915| PID    Reference Object                     Distance      Geod. Az  |
 SY2915|                                                           dddmmss.s |
 SY2915| CE3542 DOCK RM 1                             7.126 METERS 01034     |
 SY2915| SY2971 RUF 2                               APPROX. 1.0 KM 0351829.9 |
 SY2915| SY3028 BELMARLOW SAWMILL STACK             APPROX. 2.5 KM 1690338.4 |
 SY2915| CE3543 DOCK RM 2                             3.065 METERS 25723     |
 SY2915| CE3544 DOCK RM 3                             3.200 METERS 26013     |
 SY2915|---------------------------------------------------------------------|
 SY2915
 SY2915                          SUPERSEDED SURVEY CONTROL
 SY2915
 SY2915  NAD 83(1986)-  47 15 55.85857(N)    122 33 54.38475(W) AD(       ) 2
 SY2915  NAD 27      -  47 15 56.50400(N)    122 33 49.93000(W) AD(       ) 2
 SY2915  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG       
 SY2915
 SY2915.Superseded values are not recommended for survey control.
 SY2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2915.See file dsdata.txt to determine how the superseded data were derived.
 SY2915
 SY2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3289934763(NAD 83)
 SY2915_MARKER: DS = TRIANGULATION STATION DISK
 SY2915_SETTING: 80 = SET IN A BOULDER
 SY2915_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY2915_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY2915
 SY2915  HISTORY     - Date     Condition        Report By
 SY2915  HISTORY     - 1924     MONUMENTED       CGS
 SY2915  HISTORY     - 1935     GOOD             CGS
 SY2915  HISTORY     - 1966     GOOD             CGS
 SY2915  HISTORY     - 1980     GOOD             NGS
 SY2915
 SY2915                          STATION DESCRIPTION
 SY2915
 SY2915'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AMW)
 SY2915'STATION IS ON THE W SHORE OF THE MAINLAND FACING THE NARROWS OF A
 SY2915'ROUNDING POINT ABOUT 1 MILE FROM BELMARLOW.  IT IS 3/4 MILE S OF
 SY2915'A DOCK AND IS A ROCK FLUSH WITH THE GROUND ABOUT 2 METERS BELOW THE
 SY2915'HIGH-WATER MARK.  THE STATION IS 3 METERS FROM THE FOOT OF THE
 SY2915'BLUFF.
 SY2915'
 SY2915'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 SY2915'DRILL HOLES IN BOULDERS.
 SY2915'
 SY2915'REFERENCE MARK NO.1 IS A ROCK ABOUT 10 INCHES OUT OF THE GROUND, 2
 SY2915'METERS FROM THE FOOT OF THE BLUFF.  REFERENCE MARK NO.2 IS A ROCK
 SY2915'6 INCHES OUT OF THE GROUND ABOUT 1 METER FROM THE FOOT OF THE
 SY2915'BLUFF AND IS AT THE HIGH-WATER MARK.
 SY2915'
 SY2915'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY2915
 SY2915                          STATION RECOVERY (1935)
 SY2915
 SY2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2915'STATION AND TWO REFERENCE MARKS RECOVERED.  THE BEACH AND BLUFF
 SY2915'HAVE BEEN SUBJECTED TO CONSIDERABLE EROSION BY WAVE ACTION SINCE
 SY2915'ESTABLISHMENT OF STATION.  BOULDERS CONTAINING TABLETS PROJECT
 SY2915'HIGHER ABOVE BEACH SURFACE THAN NOTED IN ORIGINAL
 SY2915'DESCRIPTION.  BOULDERS ARE FIRMLY EMBEDDED IN THE SAND AND DO NOT
 SY2915'APPEAR TO HAVE SHIFTED, EXCEPT FOR REFERENCE MARK NO.2 WHICH
 SY2915'ARROW DOES NOT POINT TO STATION AND WHICH DISTANCE DOES NOT CHECK
 SY2915'ORIGINAL MEASUREMENT.  ORIGINAL DIRECTIONS CHECKED.
 SY2915'
 SY2915'REVISED DESCRIPTION FOLLOWS--LOCATED ON THE W SHORE OF THE
 SY2915'NARROWS, ON A ROUNDING POINT ABOUT 1 NAUTICAL MILE N OF FOSDICK
 SY2915'POINT, AND ABOUT 200 METERS S OF A SMALL CULTIVATED VALLEY NEAR THE
 SY2915'BEACH, MAKING A SLIGHT INDENTATION IN SHORE LINE, AND CONTAINING
 SY2915'A LARGE HOUSE BACK OF THE SHORE.  ROCK CONTAINING STATION IS
 SY2915'ABOUT 2 FEET BELOW HIGH-WATER MARK, 6 METERS FROM BLUFF LINE, AND
 SY2915'PROJECTS 9 INCHES ABOVE BEACH SURFACE.  BOULDER CONTAINING
 SY2915'REFERENCE MARK NO.1 IS AT ABOUT THE HIGH-WATER MARK, 2
 SY2915'METERS FROM BLUFF LINE AND PROJECTS 1 FOOT ABOVE THE BEACH
 SY2915'SURFACE.  BOULDER CONTAINING REFERENCE MARK NO.2 IS AT ABOUT
 SY2915'THE NORMAL HIGH-WATER MARK, 3 METERS FROM THE BLUFF AND
 SY2915'PROJECTS 1-1/2 FEET ABOVE THE BEACH SURFACE.
 SY2915
 SY2915                          STATION RECOVERY (1966)
 SY2915
 SY2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2915'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED.
 SY2915'
 SY2915'THE STATION MARK IS A STANDARD DISK SET IN A DARK COLORED BOULDER
 SY2915'3X1 1/2-FEET AND PROJECTING 6 INCHES.  IT IS 6 YARDS EAST OF THE
 SY2915'HIGH WATER LINE.
 SY2915'
 SY2915'REFERENCE MARK NO. 1 IS IN A 1X2-FOOT GRANITE BOULDER WHICH
 SY2915'PROJECTS 1 FOOT, 3 YARDS EAST OF THE BASE OF THE BLUFF.  AT PRESENT,
 SY2915'THERE IS A LARGE LOG LAYING ON TOP OF THE ROCK, BUT THE DISK CAN BE
 SY2915'SEEN UNDER THE LOG.
 SY2915'
 SY2915'REFERENCE MARK NO. 2 IS A STANDARD DISK IN A 3X2 1/2-FOOT BOULDER
 SY2915'WHICH PROJECTS 1 FOOT.  IT IS 4 YARDS EAST OF THE BLUFF AND THE
 SY2915'ARROW ON THE DISK POINTS ABOUT 30 DEGREES TO THE RIGHT OF THE
 SY2915'STATION.  APPROXIMATE MEASUREMENTS TO THE REFERENCE MARKS INDICATE
 SY2915'ALL MARKS TO BE WITHIN A FOOT OF THEIR ORIGINAL POSITIONS.
 SY2915'
 SY2915'TO REACH FROM THE NORTHWEST END OF THE TACOMA NARROWS BRIDGE, GO
 SY2915'NORTHWEST ON STATE HIGHWAY 16 TO THE FIRST ROAD RIGHT, TURN RIGHT
 SY2915'AND GO 0.15 MILE, PASS UNDER THE BRIDGE AND CONTINUE 0.15 MILE
 SY2915'TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.25 MILE TO FORK, TAKE
 SY2915'RIGHT FORK, DOWNHILL 0.5 MILE TO DOC WEATHERS RESIDENCE.  WALK
 SY2915'SOUTHERLY ALONG THE BEACH FROM THE BOATHOUSE FOR 115 YARDS TO THE
 SY2915'STATION.
 SY2915
 SY2915                          STATION RECOVERY (1980)
 SY2915
 SY2915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SY2915'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED IN
 SY2915'1966. THE DISTANCE TO REFERENCE MARK 1 IS SHORTER BY 0.179 METER.
 SY2915'REFERENCE MARK 2 WAS FOUND DESTROYED. REFERENCE MARK 3 WAS SET IN
 SY2915'THE SAME BOULDER THAT HELD REFERENCE MARK 1. A NEW DESCRIPTION
 SY2915'FOLLOWS.
 SY2915'THE STATION IS LOCATED 1.5 MILES NORTHEAST OF POINT FOSDICK, 0.5
 SY2915'MILE SOUTHWEST OF THE NORTHWEST END OF THE TACOMA NARROWS BRIDGE
 SY2915'AND ON THE BEACH ON THE WEST SHORE OF THE TACOMA NARROWS.
 SY2915'
 SY2915'TO REACH THE STATION FROM THE NORTHWEST END OF THE TACOMA NARROWS
 SY2915'BRIDGE, GO NORTHWEST ON STATE HIGHWAY 16 FOR 0.2 MILE TO A
 SY2915'SIDEROAD, RIGHT, TURN RIGHT AND EAST THEN SOUTH PASSING UNDER THE
 SY2915'BRIDGE FOR 0.3 MILE TO A SIDEROAD LEFT AND GO SOUTHEAST FOR 0.3
 SY2915'MILE TO A FORK, TAKE THE RIGHT FORK AND GO DOWNHILL FOR 0.5 MILE
 SY2915'TO THE END OF THE ROAD, WALK SOUTHERLY ALONG THE BEACH FOR ABOUT
 SY2915'120 YARDS TO THE STATION.
 SY2915'
 SY2915'THE STATION IS A STANDARD CGS DISK
 SY2915'STAMPED---DOCK 1924---,
 SY2915'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METERS
 SY2915'LARGEST DIMENSION.  IT IS LOCATED
 SY2915'6.1 METERS (20 FT) EAST FROM THE MEAN HIGH WATER LINE AND COVERED
 SY2915'AT THE HIGHER TIDES.
 SY2915'
 SY2915'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 SY2915'STAMPED---DOCK NO 1 1924---,
 SY2915'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METERS
 SY2915'LARGEST DIMENSION.  IT IS LOCATED
 SY2915'3.7 METERS (12 FT) EAST FROM THE BASE OF THE BLUFF.
 SY2915'MARK IS ABOVE STATION 0.3 METER.
 SY2915'
 SY2915'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 SY2915'STAMPED---DOCK 1914 NO 3 1980---,
 SY2915'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METERS
 SY2915'LARGEST DIMENSION.
 SY2915'MARK IS LEVEL WITH STATION.
 SY2915'
 SY2915'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.56 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1907 ***********************************************************************
 TR1907  DESIGNATION -  DOCK 1955
 TR1907  PID         -  TR1907
 TR1907  STATE/COUNTY-  WA/SKAGIT
 TR1907  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1907
 TR1907                         *CURRENT SURVEY CONTROL
 TR1907  ___________________________________________________________________
 TR1907* NAD 83(1991)-  48 30 29.67024(N)    122 34 05.76567(W)     ADJUSTED  
 TR1907* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 TR1907  ___________________________________________________________________
 TR1907  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 TR1907  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 TR1907
 TR1907  HORZ ORDER  -  SECOND
 TR1907
 TR1907.The horizontal coordinates were established by classical geodetic methods
 TR1907.and adjusted by the National Geodetic Survey in December 1991..
 TR1907
 TR1907.The orthometric height was scaled from a topographic map.
 TR1907
 TR1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1907
 TR1907.The geoid height was determined by GEOID03.
 TR1907
 TR1907;                    North         East     Units Scale Factor Converg.
 TR1907;SPC WA N     -   169,138.036   371,821.936   MT  0.99996545   -1 17 30.1
 TR1907;SPC WA N     -   554,913.71  1,219,885.80   sFT  0.99996545   -1 17 30.1
 TR1907;UTM  10      - 5,372,881.683   531,887.617   MT  0.99961249   +0 19 24.2
 TR1907
 TR1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1907!SPC WA N     -   1.00000325  x   0.99996545  =   0.99996870
 TR1907!UTM  10      -   1.00000325  x   0.99961249  =   0.99961574
 TR1907
 TR1907:                Primary Azimuth Mark                     Grid Az
 TR1907:SPC WA N     -  ANACORTES REF SHELL OIL COLUMN           181 04 18.6
 TR1907:UTM  10      -  ANACORTES REF SHELL OIL COLUMN           179 27 24.3
 TR1907
 TR1907|---------------------------------------------------------------------|
 TR1907| PID    Reference Object                     Distance      Geod. Az  |
 TR1907|                                                           dddmmss.s |
 TR1907| TR1242 ANACORTES REF SHELL OIL COLUMN      APPROX. 1.6 KM 1794648.5 |
 TR1907|---------------------------------------------------------------------|
 TR1907
 TR1907                          SUPERSEDED SURVEY CONTROL
 TR1907
 TR1907  NAD 83(1986)-  48 30 29.67428(N)    122 34 05.77195(W) AD(       ) 2
 TR1907  NAD 27      -  48 30 30.29200(N)    122 34 01.16200(W) AD(       ) 2
 TR1907
 TR1907.Superseded values are not recommended for survey control.
 TR1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1907.See file dsdata.txt to determine how the superseded data were derived.
 TR1907
 TR1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3188872882(NAD 83)
 TR1907_MARKER: N = NAIL
 TR1907_SETTING: 0 = UNSPECIFIED SETTING
 TR1907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1907
 TR1907  HISTORY     - Date     Condition        Report By
 TR1907  HISTORY     - 1955     MONUMENTED       CGS
 TR1907  HISTORY     - 1973     GOOD             USGS
 TR1907
 TR1907                          STATION DESCRIPTION
 TR1907
 TR1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1907'TRIANGULATION STATION IS LOCATED ON THE OFFSHORE END OF THE
 TR1907'SHELL OIL CO., ANACORTES REFINERY CAUSEWAY, N OF MARCH PT., AND
 TR1907'AT THE E END OF THE REFINERY WHARF.  STATION IS MARKED BY A
 TR1907'SMALL NAILHEAD, BRACKETED BY SEVERAL BRASS NAILS FORMING A
 TR1907'TRIANGLE ABOUT 4 IN. ON EACH SIDE.  STATION IS ON THE E-W WHARF
 TR1907'CENTERLINE.
 TR1907'
 TR1907'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 24.5 FEET.
 TR1907'
 TR1907'THIS IS A TOPOGRAPHIC STATION.
 TR1907
 TR1907                          STATION RECOVERY (1973)
 TR1907
 TR1907'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1907'BOTH STATIONS FOUND AS DESCRIBED.  MARCH PT 2- NEW EL 7.3
 TR1907'PLANETABLE TRAVERSE.  DOCK-NEW EL 17.4 - ESTABLISHED BY SHELL
 TR1907'OIL CO ENGINEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2744 ***********************************************************************
 SY2744  DESIGNATION -  DOCK 2
 SY2744  PID         -  SY2744
 SY2744  STATE/COUNTY-  WA/KING
 SY2744  USGS QUAD   -  TACOMA NORTH (1994)
 SY2744
 SY2744                         *CURRENT SURVEY CONTROL
 SY2744  ___________________________________________________________________
 SY2744* NAD 83(1991)-  47 21 46.62582(N)    122 26 28.80707(W)     ADJUSTED  
 SY2744* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY2744  ___________________________________________________________________
 SY2744  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 SY2744  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 SY2744
 SY2744  HORZ ORDER  -  THIRD
 SY2744
 SY2744.The horizontal coordinates were established by classical geodetic methods
 SY2744.and adjusted by the National Geodetic Survey in December 1991..
 SY2744
 SY2744.The orthometric height was scaled from a topographic map.
 SY2744
 SY2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2744
 SY2744.The geoid height was determined by GEOID03.
 SY2744
 SY2744;                    North         East     Units Scale Factor Converg.
 SY2744;SPC WA N     -    41,623.014   378,537.856   MT  1.00002838   -1 11 49.9
 SY2744;SPC WA N     -   136,558.17  1,241,919.62   sFT  1.00002838   -1 11 49.9
 SY2744;SPC WA S     -   227,407.481   353,366.449   MT  1.00000691   -1 24 36.6
 SY2744;SPC WA S     -   746,086.04  1,159,336.42   sFT  1.00000691   -1 24 36.6
 SY2744;UTM  10      - 5,245,650.189   542,184.273   MT  0.99962187   +0 24 39.6
 SY2744
 SY2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2744!SPC WA N     -   1.00000291  x   1.00002838  =   1.00003129
 SY2744!SPC WA S     -   1.00000291  x   1.00000691  =   1.00000982
 SY2744!UTM  10      -   1.00000291  x   0.99962187  =   0.99962478
 SY2744
 SY2744:                Primary Azimuth Mark                     Grid Az
 SY2744:SPC WA N     -  KING COUNTY WATER DISTRICT 75 SMALL TAN  066 17 26.2
 SY2744:SPC WA S     -  KING COUNTY WATER DISTRICT 75 SMALL TAN  066 30 12.9
 SY2744:UTM  10      -  KING COUNTY WATER DISTRICT 75 SMALL TAN  064 40 56.7
 SY2744
 SY2744|---------------------------------------------------------------------|
 SY2744| PID    Reference Object                     Distance      Geod. Az  |
 SY2744|                                                           dddmmss.s |
 SY2744| SY2365 KING COUNTY WATER DISTRICT 75 SMALL APPROX.12.3 KM 0650536.3 |
 SY2744| SY2374 KING COUNTY WATER DISTRICT 75 LARGE APPROX.12.3 KM 0651113.1 |
 SY2744| SY2504 KENT SW MUN TANK                    APPROX.11.4 KM 0891802.5 |
 SY2744| SY2747 BROWN POINT LIGHTHOUSE              APPROX. 6.3 KM 1815959.9 |
 SY2744| SY2736 TACOMA RADIO STA KTOY FM MAST       APPROX.12.3 KM 1820028.1 |
 SY2744| SY2700 TACOMA TV STATION KTNT MAST         APPROX.12.5 KM 1864908.6 |
 SY2744| CE3954 DOCK 2 RM 1                          29.513 METERS 21103     |
 SY2744| CE3955 DOCK 2 RM 2                           5.652 METERS 33502     |
 SY2744|---------------------------------------------------------------------|
 SY2744
 SY2744                          SUPERSEDED SURVEY CONTROL
 SY2744
 SY2744  NAD 83(1986)-  47 21 46.61770(N)    122 26 28.82466(W) AD(       ) 3
 SY2744  NAD 27      -  47 21 47.27000(N)    122 26 24.34800(W) AD(       ) 3
 SY2744
 SY2744.Superseded values are not recommended for survey control.
 SY2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2744.See file dsdata.txt to determine how the superseded data were derived.
 SY2744
 SY2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4218445650(NAD 83)
 SY2744
 SY2744  HISTORY     - Date     Condition        Report By
 SY2744  HISTORY     - 1964     MONUMENTED       CGS
 SY2744  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY2744
 SY2744                          STATION DESCRIPTION
 SY2744
 SY2744'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY2744'THE STATION MARK AND BOTH THE REFERENCE MARKS WERE RECOVERED.  THE
 SY2744'MEASUREMENTS TO THE REFERENCE MARKS INDICATE THE STATION MARK HAS
 SY2744'MOVED ABOUT 1-1/2 FEET TOWARD REFERENCE MARK NO. 2, AS INDICATED BY
 SY2744'THE SKETCHES BELOW.
 SY2744'
 SY2744'THE STATION MARK IS IN A BLACK ROCK, ABOUT 2-1/2 FEET IN DIAMETER
 SY2744'AND PROJECTING 6 INCHES.  IT IS 25 FEET EAST OF THE BANK AT THE
 SY2744'HIGH WATER LINE.
 SY2744'
 SY2744'REFERENCE MARK NO. 1 IS IN A WHITE BOULDER ABOUT 6 FEET BY 8 FEET
 SY2744'WHICH PROJECTS ABOUT 4 FEET.
 SY2744'
 SY2744'REFERENCE MARK NO. 2 IS IN A REDDISH COLORED ROCK ABOUT 2 FEET BY 1
 SY2744'1/2 FEET WHICH PROJECTS 8 INCHES.  IT IS 10 FEET EAST OF THE BANK.
 SY2744'
 SY2744'REACHED FROM THE INTERSECTION OF SW 268TH STREET AND 99 AVENUE SW BY
 SY2744'GOING EAST ON SW 268TH STREET FOR 0.3 MILE TO A CROSSROAD, TURN
 SY2744'RIGHT AND GO SOUTH AND EAST FOR 1.0 MILE TO A HOUSE ON THE BEACH
 SY2744'AT THE END OF THE ROAD.  FROM HERE, WALK NORTHERLY ALONG THE BEACH
 SY2744'FOR ABOUT 500 YARDS TO THE STATION.
 SY2744
 SY2744                          STATION RECOVERY (1968)
 SY2744
 SY2744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WCM)
 SY2744'DOCK EDGE BROKEN - ILLEGIBLE -     SOLID.
 SY2744'
 SY2744'REF 1 GOOD.
 SY2744'
 SY2744'REF 2 GOOD.
 SY2744'
 SY2744'DOCK TO 1 9685 FEET.
 SY2744'
 SY2744'DOCK TO 2 1832 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0684 ***********************************************************************
 TQ0684  DESIGNATION -  DOCK BUTTE LOH
 TQ0684  PID         -  TQ0684
 TQ0684  STATE/COUNTY-  WA/SKAGIT
 TQ0684  USGS QUAD   -  BAKER PASS (1989)
 TQ0684
 TQ0684                         *CURRENT SURVEY CONTROL
 TQ0684  ___________________________________________________________________
 TQ0684* NAD 83(1991)-  48 38 21.40427(N)    121 48 23.86857(W)     ADJUSTED  
 TQ0684* NAVD 88     -      1589.2    (meters)    5214.     (feet)  VERTCON   
 TQ0684  ___________________________________________________________________
 TQ0684  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 TQ0684  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 TQ0684
 TQ0684  HORZ ORDER  -  THIRD
 TQ0684
 TQ0684.The horizontal coordinates were established by classical geodetic methods
 TQ0684.and adjusted by the National Geodetic Survey in December 1991..
 TQ0684
 TQ0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0684
 TQ0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0684
 TQ0684.The geoid height was determined by GEOID03.
 TQ0684
 TQ0684;                    North         East     Units Scale Factor Converg.
 TQ0684;SPC WA N     -   182,717.875   428,272.336   MT  0.99998367   -0 43 28.7
 TQ0684;SPC WA N     -   599,466.89  1,405,090.16   sFT  0.99998367   -0 43 28.7
 TQ0684;UTM  10      - 5,388,044.618   587,913.874   MT  0.99969495   +0 53 44.7
 TQ0684
 TQ0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0684!SPC WA N     -   0.99975398  x   0.99998367  =   0.99973766
 TQ0684!UTM  10      -   0.99975398  x   0.99969495  =   0.99944901
 TQ0684
 TQ0684|---------------------------------------------------------------------|
 TQ0684| PID    Reference Object                     Distance      Geod. Az  |
 TQ0684|                                                           dddmmss.s |
 TQ0684| CS4973 DOCK BUTTE LOH RM 2                   7.498 METERS 07515     |
 TQ0684| TQ0524 GEE POINT LOOKOUT HOUSE             APPROX.23.4 KM 1833541.3 |
 TQ0684| TQ0687 IRON                                APPROX.20.5 KM 2091610.1 |
 TQ0684| CS4972 DOCK BUTTE LOH RM 1                  20.330 METERS 24102     |
 TQ0684|---------------------------------------------------------------------|
 TQ0684
 TQ0684                          SUPERSEDED SURVEY CONTROL
 TQ0684
 TQ0684  NAD 83(1986)-  48 38 21.40700(N)    121 48 23.86666(W) AD(       ) 3
 TQ0684  NGVD 29 (12/03/90) 1588.0    (m)         5210.     (f) VERT ANG       
 TQ0684
 TQ0684.Superseded values are not recommended for survey control.
 TQ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0684.See file dsdata.txt to determine how the superseded data were derived.
 TQ0684
 TQ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU8791488045(NAD 83)
 TQ0684_MARKER: 73 = LOOKOUT HOUSE
 TQ0684
 TQ0684  HISTORY     - Date     Condition        Report By
 TQ0684  HISTORY     - 1939     FIRST OBSERVED   USGS
 TQ0684  HISTORY     - 1950     GOOD             USGS
 TQ0684
 TQ0684                          STATION DESCRIPTION
 TQ0684
 TQ0684'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 TQ0684'LOCATED 7 MI N. AND 2.5 MI W. OF CONCRETE, 8.5 MI SW. OF KOMA
 TQ0684'KULSHAN RANGER STATION.  ON DOCK BUTTE WHICH IS ON DIVIDE BETWEEN
 TQ0684'BAKER RIVER (LAKE SHANNON) AND SOUTH FORK NOOKSACK RIVER.  ON
 TQ0684'HIGHEST PART AND NEAR CENTER OF SUMMIT OF PEAK WHICH IS SMALL IN
 TQ0684'EXTENT.
 TQ0684'
 TQ0684'TO REACH FOLLOW FOREST SERVICE TRAIL TO DOCK BUTTE LO.  TRAIL
 TQ0684'LEAVES BAKER LAKE RD. AT POINT JUST S. OF BRIDGE OVER ROCKY CREEK
 TQ0684'WHERE POOR RD. LEADS OFF TO SHINGLE MILL ON ROCKY CREEK W. OF
 TQ0684'BRIDGE.
 TQ0684'
 TQ0684'STATION MARK--LOH.  NOT MARKED ON GROUND.
 TQ0684'
 TQ0684'RM 1--STANDARD RM TABLET STAMPED---DOCK BU NO 1 1939---, CEMENTED
 TQ0684'IN ROCK AT EDGE OF SOUTHWEST CLIFF.
 TQ0684'
 TQ0684'RM 2--STANDARD RM TABLET STAMPED---DOCK BU NO 2 1939---, CEMENTED
 TQ0684'IN ROCK ON NORTHEAST SUMMIT.
 TQ0684
 TQ0684                          STATION RECOVERY (1950)
 TQ0684
 TQ0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 TQ0684'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0210 ***********************************************************************
 TS0210  DESIGNATION -  DODE 1892
 TS0210  PID         -  TS0210
 TS0210  STATE/COUNTY-  WA/CLALLAM
 TS0210  USGS QUAD   -  PYSHT (1984)
 TS0210
 TS0210                         *CURRENT SURVEY CONTROL
 TS0210  ___________________________________________________________________
 TS0210* NAD 83(1991)-  48 10 29.51977(N)    124 01 28.83280(W)     ADJUSTED  
 TS0210* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TS0210  ___________________________________________________________________
 TS0210  LAPLACE CORR-           7.22  (seconds)                    DEFLEC99
 TS0210  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 TS0210
 TS0210  HORZ ORDER  -  THIRD
 TS0210
 TS0210.The horizontal coordinates were established by classical geodetic methods
 TS0210.and adjusted by the National Geodetic Survey in December 1991..
 TS0210
 TS0210.The orthometric height was scaled from a topographic map.
 TS0210
 TS0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0210
 TS0210.The geoid height was determined by GEOID03.
 TS0210
 TS0210;                    North         East     Units Scale Factor Converg.
 TS0210;SPC WA N     -   135,545.007   262,732.485   MT  0.99994275   -2 22 33.7
 TS0210;SPC WA N     -   444,700.58    861,981.49   sFT  0.99994275   -2 22 33.7
 TS0210;UTM  10      - 5,336,243.844   423,822.905   MT  0.99967130   -0 45 49.0
 TS0210
 TS0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0210!SPC WA N     -   1.00000273  x   0.99994275  =   0.99994548
 TS0210!UTM  10      -   1.00000273  x   0.99967130  =   0.99967403
 TS0210
 TS0210:                Primary Azimuth Mark                     Grid Az
 TS0210:SPC WA N     -  ARROW                                    021 58 50.0
 TS0210:UTM  10      -  ARROW                                    020 22 05.3
 TS0210
 TS0210|---------------------------------------------------------------------|
 TS0210| PID    Reference Object                     Distance      Geod. Az  |
 TS0210|                                                           dddmmss.s |
 TS0210| TR2515 ARROW                               APPROX.25.1 KM 0193616.3 |
 TS0210| TR2485 STRIPE                              APPROX.25.4 KM 0942157.8 |
 TS0210|---------------------------------------------------------------------|
 TS0210
 TS0210                          SUPERSEDED SURVEY CONTROL
 TS0210
 TS0210  NAD 83(1986)-  48 10 29.52021(N)    124 01 28.83893(W) AD(       ) 3
 TS0210  NAD 27      -  48 10 30.21800(N)    124 01 24.09000(W) AD(       ) 3
 TS0210
 TS0210.Superseded values are not recommended for survey control.
 TS0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0210.See file dsdata.txt to determine how the superseded data were derived.
 TS0210
 TS0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU2382336244(NAD 83)
 TS0210
 TS0210  HISTORY     - Date     Condition        Report By
 TS0210  HISTORY     - 1892     MONUMENTED       CGS
 TS0210  HISTORY     - 1908     SEE DESCRIPTION  CGS
 TS0210  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TS0210  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TS0210
 TS0210                          STATION DESCRIPTION
 TS0210
 TS0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (JJG)
 TS0210'STATION IS ON A GRAVEL SPIT 4 OR 5 MILES W FROM TWIN RIVERS, AND
 TS0210'ABOUT 4 MILES E FROM PILLAR POINT.  THE OUTLET OF A SMALL STREAM
 TS0210'IS ON W SIDE OF SPIT, AND AN INDIAN LIVING THERE GAVE ME ITS
 TS0210'NAME AS DODE.  STATION IS ON THE HIGHEST PART OF THE SPIT, THE
 TS0210'PORTION COVERED WITH GRASS.  IN LINE TO PILLAR POINT THE STATION
 TS0210'IS 11 PACES FROM EDGE OF GRASS AND 40 PACES FROM HIGH-WATER MARK
 TS0210'(HIGH-WATER MARK WILL CHANGE WITH WINTER STORMS).  DISTANCE TO
 TS0210'HIGH-WATER MARK IN LINE TOWARD TWIN RIVERS IS 30 PACES.
 TS0210'TOWARD POINT OF SPIT, TO EDGE OF GRASS 26 PACES, TO HIGH-WATER
 TS0210'MARK 52 PACES.  80 PACES BACK OF STATION IS THE CORNER OF A
 TS0210'RAIL FENCE.  STATION MARKED 16 INCHES BENEATH SURFACE
 TS0210'BY A LARGE STONE HAVING 5/8-INCH HOLE, 2 INCHES DEEP.  STUBS
 TS0210'WERE DRIVEN N, S, AND E OF STATION.  EACH MARKED WITH COPPER
 TS0210'TACK 6 FEET FROM STATION.  POLE IS 8 BY 8 INCHES BY 36
 TS0210'FEET, ROUNDED, 4 BRACES, TIE BRACES, BOARDED ON THREE SIDES AND
 TS0210'ALL WHITE-WASHED.
 TS0210
 TS0210                          STATION RECOVERY (1908)
 TS0210
 TS0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1908 (HWR)
 TS0210'STATION RECOVERED AND NEW SIGNAL ERECTED OVER IT.  AT 18 INCHES W
 TS0210'OF THE STATION THE SPIT HAS BEEN ERODED BY STORM WATERS SO THAT
 TS0210'THERE IS A DECLIVITY OF FROM 2 FEET TO 3 FEET, ALTHOUGH HIGH-WATER
 TS0210'MARK IS APPARENTLY LITTLE CHANGED.
 TS0210
 TS0210                          STATION RECOVERY (1926)
 TS0210
 TS0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TS0210'STATION MARK WAS RECOVERED AT EDGE OF DECLIVITY MENTIONED IN
 TS0210'1908.  MARK WAS UNDISTURBED BEING ABOUT 12 INCHES FROM SIDE OF
 TS0210'DECLIVITY AND 12 INCHES UNDER TOP OF SAME.  A STORM FROM NW AT
 TS0210'SPRING HIGH WATER WOULD PROBABLY TAKE OUT STATION.  THE HIGH-WATER
 TS0210'MARK HAS CHANGED ONLY SLIGHTLY SINCE 1893.
 TS0210'
 TS0210'TWO STANDARD DISK REFERENCE MARKS SET IN THE TOP OF 8-INCH SEWER
 TS0210'PIPE PROJECTING 4 INCHES ABOVE THE SURFACE WERE ESTABLISHED IN
 TS0210'RANGE WITH TWIN RIVERS AND THE STATION.  REFERENCE MARK NO.1
 TS0210'DISTANT 1.79 METERS.  REFERENCE MARK NO.2 DISTANT 7.64 METERS.
 TS0210'
 TS0210'HIGH-WATER LINE DISTANT W 35 METERS, NW 52 METERS, E 27 METERS,
 TS0210'STORM HIGH WATER, AT STATION ON W, 21 METERS N, AND 25 METERS E.
 TS0210
 TS0210                          STATION RECOVERY (1931)
 TS0210
 TS0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (KTA)
 TS0210'STATION RECOVERED AS DESCRIBED BY H.A. COTTON, 1926.  THERE IS NO
 TS0210'SIGN OF RECENT EROSION ABOUT THE STATION, BUT STORM WATER AT TIMES
 TS0210'RUNS OVER THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2062 ***********************************************************************
 SA2062  DESIGNATION -  DODGE
 SA2062  PID         -  SA2062
 SA2062  STATE/COUNTY-  WA/WALLA WALLA
 SA2062  USGS QUAD   -  LEVEY (1991)
 SA2062
 SA2062                         *CURRENT SURVEY CONTROL
 SA2062  ___________________________________________________________________
 SA2062* NAD 83(1991)-  46 15 13.46746(N)    118 50 54.81650(W)     ADJUSTED  
 SA2062* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 SA2062  ___________________________________________________________________
 SA2062  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 SA2062  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SA2062
 SA2062  HORZ ORDER  -  SECOND
 SA2062
 SA2062.The horizontal coordinates were established by classical geodetic methods
 SA2062.and adjusted by the National Geodetic Survey in December 1991..
 SA2062
 SA2062.The orthometric height was scaled from a topographic map.
 SA2062
 SA2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2062
 SA2062.The geoid height was determined by GEOID03.
 SA2062
 SA2062;                    North         East     Units Scale Factor Converg.
 SA2062;SPC WA S     -   103,635.751   627,321.896   MT  0.99993123   +1 11 58.6
 SA2062;SPC WA S     -   340,011.63  2,058,138.59   sFT  0.99993123   +1 11 58.6
 SA2062;UTM  11      - 5,123,901.203   357,518.470   MT  0.99984956   -1 20 08.3
 SA2062
 SA2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2062!SPC WA S     -   0.99998098  x   0.99993123  =   0.99991221
 SA2062!UTM  11      -   0.99998098  x   0.99984956  =   0.99983055
 SA2062
 SA2062:                Primary Azimuth Mark                     Grid Az
 SA2062:SPC WA S     -  ASH                                      181 47 35.7
 SA2062:UTM  11      -  ASH                                      184 19 42.6
 SA2062
 SA2062|---------------------------------------------------------------------|
 SA2062| PID    Reference Object                     Distance      Geod. Az  |
 SA2062|                                                           dddmmss.s |
 SA2062| SA1992 ASH                                 APPROX. 0.6 KM 1825934.3 |
 SA2062| SA2053 LEVEY                               APPROX. 2.3 KM 3593958.0 |
 SA2062|---------------------------------------------------------------------|
 SA2062
 SA2062                          SUPERSEDED SURVEY CONTROL
 SA2062
 SA2062  NAD 83(1991)-  46 15 13.46779(N)    118 50 54.81626(W) AD(       ) 2
 SA2062  NAD 83(1986)-  46 15 13.47489(N)    118 50 54.80790(W) AD(       ) 2
 SA2062  NAD 27      -  46 15 13.98660(N)    118 50 50.81050(W) AD(       ) 2
 SA2062
 SA2062.Superseded values are not recommended for survey control.
 SA2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2062.See file dsdata.txt to determine how the superseded data were derived.
 SA2062
 SA2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM5751823901(NAD 83)
 SA2062_MARKER: Z = SEE DESCRIPTION
 SA2062_SETTING: 0 = UNSPECIFIED SETTING
 SA2062_STAMPING: DODGE 1947
 SA2062_MARK LOGO: USE   
 SA2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2062
 SA2062  HISTORY     - Date     Condition        Report By
 SA2062  HISTORY     - 1947     MONUMENTED       USE
 SA2062  HISTORY     - 1957     GOOD             CGS
 SA2062  HISTORY     - 20050923 MARK NOT FOUND   GEOCAC
 SA2062
 SA2062                          STATION DESCRIPTION
 SA2062
 SA2062'DESCRIBED BY US ENGINEERS 1947 (DC)
 SA2062'STATION IS LOCATED ABOUT 9 MILES EAST FROM PASCO ON LEFT BANK OF
 SA2062'SNAKE RIVER.
 SA2062'
 SA2062'TO REACH STATION FROM 4TH AVE. AND LEWIS ST. PASCO, WN.  GO
 SA2062'EASTERLY ALONG LEWIS ST. (CROSSING SNAKE RIVER BRIDGE) 4.3 MILES TO
 SA2062'T INTERSECTION.  FROM T INTERSECTION GO EAST 5.7 MILES.  TURN LEFT
 SA2062'THRU GATE ON TRACK ROAD.  CONTINUE IN NORTHERLY DIRECTION 2.0 MILES
 SA2062'TO FORKS.  TURN ON RIGHT FORK.  CONTINUE IN NORTHEASTERLY
 SA2062'DIRECTION 0.5 MILES TO FORK AT BOTTOM OF DRAW.  TAKE RIGHT FORK 0.18
 SA2062'MILES.
 SA2062'
 SA2062'C OF E BRONZ DISC SET IN CONCRETE MONUMENT
 SA2062'STAMPED---DODGE 1947---.
 SA2062
 SA2062                          STATION RECOVERY (1957)
 SA2062
 SA2062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA2062'RECOVERED IN GOOD CONDITION, ABOUT 12 MILES EAST OF PASCO, ABOUT
 SA2062'900 FEET NORTHWEST OF THE RAILROAD TRACKS, ABOUT 800 FEET SOUTHEAST
 SA2062'OF THE SNAKE RIVER, 29 FEET SOUTH OF A DIRT ROAD, ON THE NORTH SLOPE
 SA2062'OF A SAGE-BRUSH COVERED HILL.
 SA2062'
 SA2062'THE STATION IS A CORPS OF ENGINEERS DISK, STAMPED DODGE 1947 SET IN
 SA2062'THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT, PROJECTING 8 INCHES
 SA2062'ABOVE THE GROUND.
 SA2062'
 SA2062'TO REACH FROM THE POST OFFICE IN PASCO (THIRD AVENUE AND WEST LEWIS
 SA2062'STREET), GO SOUTHEAST ON LEWIS STREET (U.S. HIGHWAY 395/410) FOR 4.6
 SA2062'MILES, TURN LEFT ON STATE HIGHWAY 3D, (TOWARD BURBANK HEIGHTS) GO
 SA2062'9.2 MILES, TURN LEFT ON A DIRT ROAD, GO 1.4 MILES THROUGH A GRAIN
 SA2062'FIELD TO A ROAD FORK, TAKE LEFT FORK, GO 0.05 MILE TO A RAILROAD
 SA2062'CROSSING, CONTINUE AHEAD, ACROSS RAILROAD TRACKS FOR 0.05 MILE TO A
 SA2062'ROAD FORK, TURN LEFT (WEST) ON DIM DIRT ROAD, GO 0.7 MILE, PASSING
 SA2062'THROUGH A GRAIN FIELD AND STATION ON THE LEFT.
 SA2062
 SA2062                          STATION RECOVERY (2005)
 SA2062
 SA2062'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA2062'MARK NOT FOUND AREA IS NOW CHARBONNEAU ST. PARK. EXTENSIVE TERRAIN AND
 SA2062'LANDMARK CHANGES FROM ORIGINAL MONUMENTING. SITE OF DISK IS NOW DAY
 SA2062'USE AREA PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1855 ***********************************************************************
 SY1855  DESIGNATION -  DODGER
 SY1855  PID         -  SY1855
 SY1855  STATE/COUNTY-  WA/CLALLAM
 SY1855  USGS QUAD   -  MOUNT QUEETS (1990)
 SY1855
 SY1855                         *CURRENT SURVEY CONTROL
 SY1855  ___________________________________________________________________
 SY1855* NAD 83(1991)-  47 52 26.89219(N)    123 30 35.96296(W)     ADJUSTED  
 SY1855* NAVD 88     -      1756.9    (meters)    5764.     (feet)  VERTCON   
 SY1855  ___________________________________________________________________
 SY1855  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 SY1855  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 SY1855
 SY1855  HORZ ORDER  -  THIRD
 SY1855
 SY1855.The horizontal coordinates were established by classical geodetic methods
 SY1855.and adjusted by the National Geodetic Survey in December 1991..
 SY1855
 SY1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1855
 SY1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1855
 SY1855.The geoid height was determined by GEOID03.
 SY1855
 SY1855;                    North         East     Units Scale Factor Converg.
 SY1855;SPC WA N     -   100,669.734   299,818.325   MT  0.99995126   -1 59 34.2
 SY1855;SPC WA N     -   330,280.62    983,653.95   sFT  0.99995126   -1 59 34.2
 SY1855;UTM  10      - 5,302,437.077   461,864.668   MT  0.99961787   -0 22 41.7
 SY1855
 SY1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1855!SPC WA N     -   0.99972783  x   0.99995126  =   0.99967910
 SY1855!UTM  10      -   0.99972783  x   0.99961787  =   0.99934580
 SY1855
 SY1855|---------------------------------------------------------------------|
 SY1855| PID    Reference Object                     Distance      Geod. Az  |
 SY1855|                                                           dddmmss.s |
 SY1855| DD9616 DODGER RM 2                          14.510 METERS 09110     |
 SY1855| SY1856 DODGER POINT LOH 1955                 7.437 METERS 12725     |
 SY1855| SY1861 MT SEATTLE                          APPROX.16.7 KM 1974715.3 |
 SY1855| DD9615 DODGER RM 1                          15.554 METERS 32403     |
 SY1855| SY1851 HURRICANE RM 2                      APPROX.13.0 KM 3534343.6 |
 SY1855|---------------------------------------------------------------------|
 SY1855
 SY1855                          SUPERSEDED SURVEY CONTROL
 SY1855
 SY1855  NAD 83(1986)-  47 52 26.89039(N)    123 30 35.97091(W) AD(       ) 3
 SY1855  NAD 27      -  47 52 27.56700(N)    123 30 31.30600(W) AD(       ) 3
 SY1855  NGVD 29 (07/19/86) 1755.7    (m)         5760.     (f) VERT ANG       
 SY1855
 SY1855.Superseded values are not recommended for survey control.
 SY1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1855.See file dsdata.txt to determine how the superseded data were derived.
 SY1855
 SY1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDU6186502437(NAD 83)
 SY1855_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1855_SETTING: 80 = SET IN A BOULDER
 SY1855_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY1855
 SY1855  HISTORY     - Date     Condition        Report By
 SY1855  HISTORY     - 1955     MONUMENTED       CGS
 SY1855
 SY1855                          STATION DESCRIPTION
 SY1855
 SY1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY1855'THE STATION IS LOCATED ABOUT 17 MILES SOUTH SOUTHWEST OF PORT
 SY1855'ANGELES, 24 MILES SOUTHWEST OF SEQUIM, AND ON THE HIGHEST POINT
 SY1855'OF DODGER POINT.
 SY1855'
 SY1855'TO REACH FROM THE POST OFFICE IN PORT ANGELES, GO SOUTH ON 1ST
 SY1855'STREET FOR 0.15 MILE.  TURN RIGHT, WEST, ON U.S. HIGHWAY 101 AND
 SY1855'LINCOLN STREET AND GO 8.6 MILES TO A T ROAD JUST BEFORE CROSSING
 SY1855'THE ELWHA RIVER BRIDGE.  TURN LEFT, SOUTH, AND GO 0.15 MILE TO
 SY1855'FORKS AND A SIGN ELWHA RIVER ROAD.  KEEP RIGHT, SOUTH, AND GO 2.7
 SY1855'MILES TO THE ELWHA RANGER STATION.  CONTINUE STRAIGHT AHEAD 0.1
 SY1855'MILE TO FORKS AND A SIGN HURRICANE RIDGE 13.  TURN LEFT,
 SY1855'EASTERLY, UP WINDING ROAD FOR 4.4 MILES TO WHERE THE ROAD CURVES
 SY1855'LEFT AND A TRAIL GOES STRAIGHT AHEAD.  THIS IS KNOWN AS WHISKEY
 SY1855'BEND.  THIS IS THE END OF TRUCK TRAVEL.  TAKE THE TRAIL
 SY1855'EASTERLY, FOR ABOUT 2.0 MILES TO FORKS AND SIGNS
 SY1855'LONGRIDGE-DODGER PK. L.O., JUST AFTER PASSING OLD BUILDINGS ON
 SY1855'THE RIGHT.  TURN RIGHT, SOUTHERLY, KEEPING TO THE LEFT AT ONE
 SY1855'FORK, AND CONTINUING TO THE ELWHA RIVER BRIDGE.  CROSS
 SY1855'THE BRIDGE, AND GO A SHORT DISTANCE TO FORKS, KEEP THE LEFT
 SY1855'FORK, SOUTHERLY, UP HILL FOR ABOUT 11 MILES TO THE TOP OF THE
 SY1855'RIDGE AND A SIGN DODGER PK. L.O.  TURN LEFT, EASTERLY, AND
 SY1855'FOLLOW THE RIDGE FOR 0.6 MILE TO THE HIGHEST POINT AND THE STATION.
 SY1855'
 SY1855'THE STATION MARK, IS A STANDARD DISK STAMPED DODGER 1955.  IT IS
 SY1855'SET IN A DRILL HOLE IN A BOULDER PROJECTING 1 INCH ABOVE THE
 SY1855'GROUND.  IT IS 14.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 SY1855'DODGER POINT LOOKOUT HOUSE.
 SY1855'
 SY1855'REFERENCE MARK 1, IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 SY1855'STAMPED NO 1.  IT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 SY1855'PROJECTING 2 INCHES.  IT IS ABOUT 10 FEET LOWER THAN THE ELEVATION
 SY1855'OF THE STATION.
 SY1855'
 SY1855'REFERENCE MARK 2, IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 SY1855'STAMPED NO 2.  IT IS SET IN A DRILL HOLE IN A BOULDER PROJECTING
 SY1855'1 INCH.  IT IS 1 FOOT LOWER THAN THE ELEVATION OF THE STATION.
 SY1855'
 SY1855'THE DODGER POINT LOOKOUT HOUSE IS A 14 X 14 FEET WOODEN STRUCTURE.
 SY1855'
 SY1855'THIS WAS A SIX HOUR HORSE PACK FROM THE END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2273 ***********************************************************************
 SA2273  DESIGNATION -  DODGER
 SA2273  PID         -  SA2273
 SA2273  STATE/COUNTY-  WA/BENTON
 SA2273  USGS QUAD   -  KENNEWICK (1992)
 SA2273
 SA2273                         *CURRENT SURVEY CONTROL
 SA2273  ___________________________________________________________________
 SA2273* NAD 83(1991)-  46 13 08.16710(N)    119 09 27.27357(W)     ADJUSTED  
 SA2273* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 SA2273  ___________________________________________________________________
 SA2273  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 SA2273  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SA2273
 SA2273  HORZ ORDER  -  SECOND
 SA2273
 SA2273.The horizontal coordinates were established by classical geodetic methods
 SA2273.and adjusted by the National Geodetic Survey in December 1991..
 SA2273
 SA2273.The orthometric height was scaled from a topographic map.
 SA2273
 SA2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2273
 SA2273.The geoid height was determined by GEOID03.
 SA2273
 SA2273;                    North         East     Units Scale Factor Converg.
 SA2273;SPC WA S     -    99,315.569   603,565.947   MT  0.99993490   +0 58 30.5
 SA2273;SPC WA S     -   325,837.83  1,980,199.28   sFT  0.99993490   +0 58 30.5
 SA2273;UTM  11      - 5,120,635.784   333,595.669   MT  0.99994040   -1 33 29.2
 SA2273
 SA2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2273!SPC WA S     -   0.99998067  x   0.99993490  =   0.99991557
 SA2273!UTM  11      -   0.99998067  x   0.99994040  =   0.99992107
 SA2273
 SA2273                          SUPERSEDED SURVEY CONTROL
 SA2273
 SA2273  NAD 83(1991)-  46 13 08.16785(N)    119 09 27.27265(W) AD(       ) 2
 SA2273  NAD 83(1986)-  46 13 08.17522(N)    119 09 27.26654(W) AD(       ) 2
 SA2273  NAD 27      -  46 13 08.68800(N)    119 09 23.22100(W) AD(       ) 2
 SA2273
 SA2273.Superseded values are not recommended for survey control.
 SA2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2273.See file dsdata.txt to determine how the superseded data were derived.
 SA2273
 SA2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM3359620636(NAD 83)
 SA2273_MARKER: Z = SEE DESCRIPTION
 SA2273_SETTING: 0 = UNSPECIFIED SETTING
 SA2273_STAMPING: DODGER 1947
 SA2273_MARK LOGO: USE   
 SA2273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2273
 SA2273  HISTORY     - Date     Condition        Report By
 SA2273  HISTORY     - 1947     MONUMENTED       USE
 SA2273  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SA2273  HISTORY     - 1964     SEE DESCRIPTION  USGS
 SA2273
 SA2273                          STATION DESCRIPTION
 SA2273
 SA2273'DESCRIBED BY US ENGINEERS 1947 (WRG)
 SA2273'ABOUT 2.0 MILES NORTHWEST FROM KENNEWICK AVE. AND WASHINGTON ST.,
 SA2273'KENNEWICK WASH.
 SA2273'
 SA2273'TO REACH STATION FROM KENNEWICK AVE. AND WASHINGTON ST. GO WEST
 SA2273'ALONG KENNEWICK AVE 2.0 MILES (OUT OF TOWN KENNEWICK AVE - RUDKIN
 SA2273'ROAD) TO INTERSECTION KATO ROAD AND RUDKIN ROAD.  TURN NORTH ALONG
 SA2273'KATE ROAD 0.5 MILES TO INTERSECTION KATO ROAD AND LOTT ROAD TURN
 SA2273'NORTHEAST ALONG LOTT ROAD 0.25 MILE TO SHARP CURVE IN ROAD.  GO
 SA2273'ABOUT 600 FT. NORTHWEST FROM ROAD TO STATION.
 SA2273'
 SA2273'ABOUT 1000 FT. WEST FROM FARM HOUSE.  ABOUT 600 FT. SOUTHEAST
 SA2273'FROM RAILROAD SIGNAL.  ABOUT 400 FT. FROM RAILROAD.  STANDARD
 SA2273'BRONZE DISK CEMENTED IN ROCK STAMPED DODGER 1947.
 SA2273
 SA2273                          STATION RECOVERY (1957)
 SA2273
 SA2273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA2273'RECOVERED IN GOOD CONDITION, WEST OF KENNEWICK, ABOUT 1 MILE WEST
 SA2273'OF THE SOUTH END OF THE NEW HIGHWAY BRIDGE OVER THE COLUMBIA RIVER,
 SA2273'ABOUT 0.5 MILE NORTH OF ANGUS VILLAGE, 600 FEET SOUTHEAST OF THE
 SA2273'RAILROAD TRACK, 70 FEET NORTH OF HOOL PL. (ROAD).
 SA2273'
 SA2273'THE STATION IS A CORPS OF ENGINEERS DISK STAMPED DODGER 1947
 SA2273'SET IN THE TOP OF A BOULDER.  THE BOULDER PROJECTS 6 INCHES ABOVE
 SA2273'THE GROUND.
 SA2273'
 SA2273'TO REACH FROM KENNEWICK AVENUE AND ELY STREET (STATE HWY. 8) NEAR
 SA2273'ANGUS VILLAGE, GO NORTH ON ELY STREET FOR 0.9 MILE, TURN LEFT ON
 SA2273'YELM STREET, GO 0.1 MILE TO A ROAD FORK, TAKE LEFT FORK (HOOD
 SA2273'PLACE), GO 0.35 MILE AND STATION ON THE RIGHT.
 SA2273
 SA2273                          STATION RECOVERY (1964)
 SA2273
 SA2273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SA2273'STATION WAS NOT RECOVERED.  A NEW HOUSE HAS BEEN BUILT IN THE
 SA2273'LOCATION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1856 ***********************************************************************
 SY1856  DESIGNATION -  DODGER POINT LOH 1955
 SY1856  PID         -  SY1856
 SY1856  STATE/COUNTY-  WA/CLALLAM
 SY1856  USGS QUAD   -  MOUNT QUEETS (1990)
 SY1856
 SY1856                         *CURRENT SURVEY CONTROL
 SY1856  ___________________________________________________________________
 SY1856* NAD 83(1991)-  47 52 26.74587(N)    123 30 35.67871(W)     ADJUSTED  
 SY1856* NAVD 88     -      1755.     (meters)    5758.     (feet)  SCALED    
 SY1856  ___________________________________________________________________
 SY1856  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 SY1856  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 SY1856
 SY1856  HORZ ORDER  -  SECOND
 SY1856
 SY1856.The horizontal coordinates were established by classical geodetic methods
 SY1856.and adjusted by the National Geodetic Survey in December 1991..
 SY1856
 SY1856.The orthometric height was scaled from a topographic map.
 SY1856
 SY1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1856
 SY1856.The geoid height was determined by GEOID03.
 SY1856
 SY1856;                    North         East     Units Scale Factor Converg.
 SY1856;SPC WA N     -   100,665.013   299,824.071   MT  0.99995127   -1 59 34.0
 SY1856;SPC WA N     -   330,265.13    983,672.81   sFT  0.99995127   -1 59 34.0
 SY1856;UTM  10      - 5,302,432.520   461,870.543   MT  0.99961786   -0 22 41.5
 SY1856
 SY1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1856!SPC WA N     -   0.99972810  x   0.99995127  =   0.99967938
 SY1856!UTM  10      -   0.99972810  x   0.99961786  =   0.99934606
 SY1856
 SY1856                          SUPERSEDED SURVEY CONTROL
 SY1856
 SY1856  NAD 83(1986)-  47 52 26.74407(N)    123 30 35.68667(W) AD(       ) 2
 SY1856  NAD 27      -  47 52 27.42100(N)    123 30 31.02200(W) AD(       ) 2
 SY1856
 SY1856.Superseded values are not recommended for survey control.
 SY1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1856.See file dsdata.txt to determine how the superseded data were derived.
 SY1856
 SY1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDU6187102433(NAD 83)
 SY1856
 SY1856  HISTORY     - Date     Condition        Report By
 SY1856  HISTORY     - 1955     MONUMENTED       CGS
 SY1856
 SY1856                          STATION DESCRIPTION
 SY1856
 SY1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 SY1856'SEE STATION DODGER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2027 ***********************************************************************
 TR2027  DESIGNATION -  DOE
 TR2027  PID         -  TR2027
 TR2027  STATE/COUNTY-  WA/SAN JUAN
 TR2027  USGS QUAD   -  MT CONSTITUTION (1994)
 TR2027
 TR2027                         *CURRENT SURVEY CONTROL
 TR2027  ___________________________________________________________________
 TR2027* NAD 83(1991)-  48 37 57.55728(N)    122 47 09.58135(W)     ADJUSTED  
 TR2027* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR2027  ___________________________________________________________________
 TR2027  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 TR2027  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 TR2027
 TR2027  HORZ ORDER  -  SECOND
 TR2027
 TR2027.The horizontal coordinates were established by classical geodetic methods
 TR2027.and adjusted by the National Geodetic Survey in December 1991..
 TR2027
 TR2027.The orthometric height was scaled from a topographic map.
 TR2027
 TR2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2027
 TR2027.The geoid height was determined by GEOID03.
 TR2027
 TR2027;                    North         East     Units Scale Factor Converg.
 TR2027;SPC WA N     -   183,353.519   356,090.415   MT  0.99998262   -1 27 13.7
 TR2027;SPC WA N     -   601,552.34  1,168,273.30   sFT  0.99998262   -1 27 13.7
 TR2027;UTM  10      - 5,386,643.166   515,767.663   MT  0.99960305   +0 09 38.2
 TR2027
 TR2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2027!SPC WA N     -   1.00000275  x   0.99998262  =   0.99998537
 TR2027!UTM  10      -   1.00000275  x   0.99960305  =   0.99960580
 TR2027
 TR2027|---------------------------------------------------------------------|
 TR2027| PID    Reference Object                     Distance      Geod. Az  |
 TR2027|                                                           dddmmss.s |
 TR2027| CF8627 DOE RM 1                              9.852 METERS 03110     |
 TR2027| TR1975 PEAPOD                              APPROX. 3.1 KM 0694652.9 |
 TR2027| CF8628 DOE RM 2                              5.750 METERS 08808     |
 TR2027|---------------------------------------------------------------------|
 TR2027
 TR2027                          SUPERSEDED SURVEY CONTROL
 TR2027
 TR2027  NAD 83(1986)-  48 37 57.55940(N)    122 47 09.58344(W) AD(       ) 2
 TR2027  NAD 27      -  48 37 58.18800(N)    122 47 04.94500(W) AD(       ) 2
 TR2027
 TR2027.Superseded values are not recommended for survey control.
 TR2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2027.See file dsdata.txt to determine how the superseded data were derived.
 TR2027
 TR2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1576886643(NAD 83)
 TR2027_MARKER: Z = SEE DESCRIPTION
 TR2027_SETTING: 0 = UNSPECIFIED SETTING
 TR2027
 TR2027  HISTORY     - Date     Condition        Report By
 TR2027  HISTORY     - 1939     MONUMENTED       CGS
 TR2027  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR2027  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR2027  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2027  HISTORY     - 1987     GOOD             USPSQD
 TR2027
 TR2027                          STATION DESCRIPTION
 TR2027
 TR2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR2027'STATION IS UNOCCUPIED.  IT IS ON THE NE SHORE OF DOE ISLAND,
 TR2027'ABOUT 10 METERS INSHORE AND ABOUT 15 FEET ABOVE THE HIGH-WATER
 TR2027'LINE ON A ROCKY MOUND.
 TR2027'
 TR2027'STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN
 TR2027'DEPRESSIONS IN OUTCROPPING BEDROCK.
 TR2027'
 TR2027'OBSERVED FROM STATIONS--PEAPOD, OBSTRUCTION AND EAGLE NEST.
 TR2027
 TR2027                          STATION RECOVERY (1941)
 TR2027
 TR2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (CP)
 TR2027'STATION IS AT THE E END OF DOE ISLAND ON A LOW ROCK POINT 15
 TR2027'FEET HIGH.  STATION IS 9 METERS SW OF HIGHEST PART OF THIS
 TR2027'PROJECTION OF ROCK AND 1-1/2 METERS N OF THE BLUFF ON THE S
 TR2027'SIDE.  IT IS ON A LINE THROUGH REFERENCE MARK NO.2 AND THE S
 TR2027'TANGENT OF SOUTH PEAPOD ISLAND.
 TR2027'
 TR2027'REFERENCE MARK NO.1 IS ON THE HIGHEST PART OF THE ROCKY
 TR2027'PROJECTION AND TO THE NNE.
 TR2027'
 TR2027'ALL MARKS SET IN BEDROCK AND CEMENTED IN DRILL HOLES.
 TR2027'
 TR2027'THE FOLLOWING DISTANCES AND DIRECTIONS WERE OBSERVED WITH
 TR2027'A STEEL TAPE AND AZIMUTH COMPASS--
 TR2027'
 TR2027'R.M. NO.1, DISTANT 9.857 METERS, MAGNETIC AZIMUTH 6.7 DEG.
 TR2027'
 TR2027'R.M. NO.2, SLOPE DISTANCE, 5.766 METERS, MAGNETIC AZIMUTH
 TR2027'65.8 DEG.
 TR2027
 TR2027                          STATION RECOVERY (1955)
 TR2027
 TR2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR2027'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 TR2027'
 TR2027'STATION IS ON THE W SIDE OF ROSARIO STRAIT, ON THE NE SHORE OF
 TR2027'DOE ISLAND (WHICH LIES OFF ORCAS ISLAND) APPROXIMATELY 2.0
 TR2027'MI. SW OF PEAPOD NAVIGATION LIGHT, AND 0.2 MI. S OF DOE
 TR2027'BAY.  STATION IS ON A FLAT GRASSY POINT, ABOUT 15 M. E OF A LONE
 TR2027'18-IN. FIR TREE IN A WELL-DEFINED DEPRESSION BETWEEN THE POINT
 TR2027'AND THE MAIN ISLAND, 10 M. INSHORE AND ABOUT 15 FT. ABOVE
 TR2027'HIGH-WATERLINE.  STATION IS MARKED WITH A STANDARD DISK,
 TR2027'STAMPED DOE 1939, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 TR2027'BEDROCK.
 TR2027'
 TR2027'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOE 1 1939, CEMENTED
 TR2027'IN A DRILL HOLE IN OUTCROPPING BEDROCK, TO THE N OF AND ABOUT 1
 TR2027'FT. HIGHER THAN THE STATION.
 TR2027'
 TR2027'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOE 2 1939,
 TR2027'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK E OF THE STATION
 TR2027'AND ABOUT 2 FT. LOWER IN ELEVATION.
 TR2027'
 TR2027'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE REMEASURED.
 TR2027
 TR2027                          STATION RECOVERY (1973)
 TR2027
 TR2027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2027'STATION FOUND AS DESCRIBED EXCEPT RM 2 WAS SEARCHED FOR AND NOT
 TR2027'FOUND.  NEW ELEV ESTABLISHED.
 TR2027
 TR2027                          STATION RECOVERY (1987)
 TR2027
 TR2027'RECOVERY NOTE BY US POWER SQUADRON 1987 (MG)
 TR2027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0436 ***********************************************************************
 TQ0436  DESIGNATION -  DOE MTN LOOKOUT HOUSE
 TQ0436  PID         -  TQ0436
 TQ0436  STATE/COUNTY-  WA/OKANOGAN
 TQ0436  USGS QUAD   -  DOE MOUNTAIN (1991)
 TQ0436
 TQ0436                         *CURRENT SURVEY CONTROL
 TQ0436  ___________________________________________________________________
 TQ0436* NAD 83(1991)-  48 43 29.88838(N)    120 11 15.38592(W)     ADJUSTED  
 TQ0436* NAVD 88     -                                                        
 TQ0436  ___________________________________________________________________
 TQ0436  LAPLACE CORR-          -8.03  (seconds)                    DEFLEC99
 TQ0436  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 TQ0436
 TQ0436  HORZ ORDER  -  THIRD
 TQ0436
 TQ0436.The horizontal coordinates were established by classical geodetic methods
 TQ0436.and adjusted by the National Geodetic Survey in December 1991..
 TQ0436
 TQ0436
 TQ0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0436
 TQ0436.The geoid height was determined by GEOID03.
 TQ0436
 TQ0436;                    North         East     Units Scale Factor Converg.
 TQ0436;SPC WA N     -   191,992.553   547,507.911   MT  0.99999844   +0 28 50.7
 TQ0436;SPC WA N     -   629,895.57  1,796,282.20   sFT  0.99999844   +0 28 50.7
 TQ0436;UTM  10      - 5,400,698.981   706,825.039   MT  1.00012556   +2 06 51.9
 TQ0436
 TQ0436                          SUPERSEDED SURVEY CONTROL
 TQ0436
 TQ0436  NAD 83(1986)-  48 43 29.88864(N)    120 11 15.38059(W) AD(       ) 4
 TQ0436  NAD 27      -  48 43 30.36300(N)    120 11 11.06400(W) AD(       ) 3
 TQ0436
 TQ0436.Superseded values are not recommended for survey control.
 TQ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0436.See file dsdata.txt to determine how the superseded data were derived.
 TQ0436
 TQ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGV0682500699(NAD 83)
 TQ0436
 TQ0436  HISTORY     - Date     Condition        Report By
 TQ0436  HISTORY     - 1950     MONUMENTED       CGS
 TQ0436  HISTORY     - 1961     SEE DESCRIPTION  USGS
 TQ0436
 TQ0436                          STATION DESCRIPTION
 TQ0436
 TQ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TQ0436'STATION IS ON THE HIGHEST POINT OF DOE MTN, IN THE CHELAN NATIONAL
 TQ0436'FOREST, AIRLINE, ABOUT 17-1/2 MILES NORTH OF WINTHROP, 14 MILES
 TQ0436'NORTHEAST OF MAZAMA, AND 2-1/2 MILES WEST OF THE CHEWACK CREEK.
 TQ0436'
 TQ0436'DOE MTN. L.O. HOUSE IS A STANDARD FOREST SERVICE LOOKOUT HOUSE.
 TQ0436'THE POINT INTERSECTED WAS THE PEAK OF THE ROOF.
 TQ0436
 TQ0436                          STATION RECOVERY (1961)
 TQ0436
 TQ0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 TQ0436'LOOKOUT HOUSE HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3359 ***********************************************************************
 SY3359  DESIGNATION -  DOF
 SY3359  PID         -  SY3359
 SY3359  STATE/COUNTY-  WA/THURSTON
 SY3359  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3359
 SY3359                         *CURRENT SURVEY CONTROL
 SY3359  ___________________________________________________________________
 SY3359* NAD 83(1991)-  47 08 23.06197(N)    122 54 26.48310(W)     ADJUSTED  
 SY3359* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SY3359  ___________________________________________________________________
 SY3359  LAPLACE CORR-          -8.24  (seconds)                    DEFLEC99
 SY3359  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 SY3359
 SY3359  HORZ ORDER  -  THIRD
 SY3359
 SY3359.The horizontal coordinates were established by classical geodetic methods
 SY3359.and adjusted by the National Geodetic Survey in December 1991..
 SY3359
 SY3359.The orthometric height was scaled from a topographic map.
 SY3359
 SY3359.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3359
 SY3359.The geoid height was determined by GEOID03.
 SY3359
 SY3359;                    North         East     Units Scale Factor Converg.
 SY3359;SPC WA S     -   203,573.982   317,419.408   MT  0.99996147   -1 44 55.3
 SY3359;SPC WA S     -   667,892.31  1,041,400.17   sFT  0.99996147   -1 44 55.3
 SY3359;UTM  10      - 5,220,697.200   507,024.897   MT  0.99960061   +0 04 04.5
 SY3359
 SY3359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3359!SPC WA S     -   1.00000186  x   0.99996147  =   0.99996333
 SY3359!UTM  10      -   1.00000186  x   0.99960061  =   0.99960247
 SY3359
 SY3359|---------------------------------------------------------------------|
 SY3359| PID    Reference Object                     Distance      Geod. Az  |
 SY3359|                                                           dddmmss.s |
 SY3359| CE3956 DOF RM 1                             10.700 METERS 01153     |
 SY3359| CE3957 DOF RM 2                             11.825 METERS 09732     |
 SY3359| SY3309 CUSH                                APPROX. 3.0 KM 3412156.0 |
 SY3359|---------------------------------------------------------------------|
 SY3359
 SY3359                          SUPERSEDED SURVEY CONTROL
 SY3359
 SY3359  NAD 83(1986)-  47 08 23.05917(N)    122 54 26.49214(W) AD(       ) 3
 SY3359  NAD 27      -  47 08 23.71400(N)    122 54 21.98700(W) AD(       ) 3
 SY3359
 SY3359.Superseded values are not recommended for survey control.
 SY3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3359.See file dsdata.txt to determine how the superseded data were derived.
 SY3359
 SY3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0702520697(NAD 83)
 SY3359_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3359
 SY3359  HISTORY     - Date     Condition        Report By
 SY3359  HISTORY     - 1924     MONUMENTED       CGS
 SY3359  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY3359
 SY3359                          STATION DESCRIPTION
 SY3359
 SY3359'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3359'IS ON THE MAINLAND AT DOFFLEMEYER POINT AT THE ENTRANCE TO BUDD
 SY3359'INLET.  THE STATION IS ABOUT 100 METERS FROM THE END OF THE POINT
 SY3359'AND ABOUT 3 METERS ABOVE HIGH-WATER MARK ON THE TOP OF A LOW RIDGE
 SY3359'FORMED BY WAVE ACTION.  THE STATION IS ON THE W SHORE OF THE
 SY3359'POINT.
 SY3359'
 SY3359'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY3359'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3359'
 SY3359'BOTH REFERENCE MARKS ARE IN FLAT GROUND E OF THE STATION.
 SY3359'
 SY3359'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3359
 SY3359                          STATION RECOVERY (1976)
 SY3359
 SY3359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SY3359'THE STATION MARK AND REFERENCE MARKS WERE NOT FOUND.  A NEW
 SY3359'STATION, DOF 2 WAS ESTABLISHED IN THE IMMEDIATE VICINITY.  USING
 SY3359'THE POSITION OF THIS NEW POINT, A DISTANCE AND DIRECTION COULD BE
 SY3359'COMPUTED TO THE OLD STATION AND ANOTHER SEARCH MADE.  THIS WAS
 SY3359'NOT DONE SINCE IT WOULD REQUIRE ANOTHER TRIP TO THE STATION.
 SY3359'
 SY3359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3359'7 MILES NORTH OF OLYMPIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3379 ***********************************************************************
 SY3379  DESIGNATION -  DOF 2
 SY3379  PID         -  SY3379
 SY3379  STATE/COUNTY-  WA/THURSTON
 SY3379  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3379
 SY3379                         *CURRENT SURVEY CONTROL
 SY3379  ___________________________________________________________________
 SY3379* NAD 83(1991)-  47 08 25.78353(N)    122 54 26.68619(W)     ADJUSTED  
 SY3379* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 SY3379  ___________________________________________________________________
 SY3379  LAPLACE CORR-          -8.24  (seconds)                    DEFLEC99
 SY3379  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 SY3379
 SY3379  HORZ ORDER  -  THIRD
 SY3379
 SY3379.The horizontal coordinates were established by classical geodetic methods
 SY3379.and adjusted by the National Geodetic Survey in December 1991..
 SY3379
 SY3379.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3379
 SY3379.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3379
 SY3379.The geoid height was determined by GEOID03.
 SY3379
 SY3379;                    North         East     Units Scale Factor Converg.
 SY3379;SPC WA S     -   203,658.116   317,417.696   MT  0.99996159   -1 44 55.4
 SY3379;SPC WA S     -   668,168.34  1,041,394.56   sFT  0.99996159   -1 44 55.4
 SY3379;UTM  10      - 5,220,781.207   507,020.520   MT  0.99960061   +0 04 04.3
 SY3379
 SY3379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3379!SPC WA S     -   1.00000308  x   0.99996159  =   0.99996467
 SY3379!UTM  10      -   1.00000308  x   0.99960061  =   0.99960369
 SY3379
 SY3379|---------------------------------------------------------------------|
 SY3379| PID    Reference Object                     Distance      Geod. Az  |
 SY3379|                                                           dddmmss.s |
 SY3379| CE3958 DOF 2 RM 3                           11.647 METERS 06454     |
 SY3379| SY3358 DOFFLEMEYER POINT LIGHT              11.193 METERS 07612     |
 SY3379| CE3960 DOF 2 RM 5                            8.086 METERS 13837     |
 SY3379| CE3959 DOF 2 RM 4                            8.596 METERS 14328     |
 SY3379| SY3380 LET 2                               APPROX. 2.2 KM 2173754.4 |
 SY3379|---------------------------------------------------------------------|
 SY3379
 SY3379                          SUPERSEDED SURVEY CONTROL
 SY3379
 SY3379  NAD 83(1986)-  47 08 25.78118(N)    122 54 26.69525(W) AD(       ) 3
 SY3379  NAD 27      -  47 08 26.43513(N)    122 54 22.18344(W) AD(       ) 3
 SY3379  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 SY3379
 SY3379.Superseded values are not recommended for survey control.
 SY3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3379.See file dsdata.txt to determine how the superseded data were derived.
 SY3379
 SY3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0702120781(NAD 83)
 SY3379_MARKER: DS = TRIANGULATION STATION DISK
 SY3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3379_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3379
 SY3379  HISTORY     - Date     Condition        Report By
 SY3379  HISTORY     - 1976     MONUMENTED       NGS
 SY3379  HISTORY     - 1977     GOOD             NGS
 SY3379
 SY3379                          STATION DESCRIPTION
 SY3379
 SY3379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SY3379'THIS STATION WAS ESTABLISHED TO REPLACE DOF 1924 WHICH WAS NOT
 SY3379'FOUND.
 SY3379'
 SY3379'THE STATION IS ABOUT 7 MILES NORTH OF OLYMPIA, AT THE MOUTH AND
 SY3379'ON THE EAST SIDE OF BUDD INLET, ON DOFFLEMYER POINT AND AT THE
 SY3379'SITE OF THE DOFFLEMYER POINT LIGHTHOUSE.
 SY3379'
 SY3379'TO REACH FROM THE INTERSECTION OF STATE STREET AND E. BAY DRIVE
 SY3379'IN OLYMPIA, GO NORTH ON E. BAY DRIVE WHICH BECOMES BOSTON HARBOR
 SY3379'ROAD, FOR 7.0 MILES MAIN STREET IN THE TOWN OF BOSTON HARBOR, TURN
 SY3379'LEFT AND GO WESTERLY ON MAIN STREET FOR 0.3 MILE TO THE END OF THE
 SY3379'PUBLIC ROAD, PASS THROUGH THE GATE AND CONTINUE 0.05 MILE TO THE
 SY3379'WHITE LIGHTHOUSE AND THE STATION ON THE BEACH, ABOUT 35 FEET
 SY3379'SOUTHWEST OF THE LIGHTHOUSE.
 SY3379'
 SY3379'THE STATION MARK, STAMPED DOF 2 1976, IS A STANDARD DISK SET IN
 SY3379'A ROUND CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE GRAVEL ON
 SY3379'THE BEACH, 28.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 SY3379'LIGHTHOUSE FOUNDATION, 24.5 FEET WEST OF A PLANK BULKHEAD AND 22.2
 SY3379'FEET WEST OF A METAL WITNESS POST.
 SY3379'
 SY3379'REFERENCE MARK NO. 3, STAMPED DOF 2 NO 3 1976, IS A STANDARD DISK
 SY3379'SET IN THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE
 SY3379'LIGHTHOUSE.  IT IS ABOUT 2 FEET ABOVE GROUND LEVEL, 0.6 FOOT SOUTH
 SY3379'OF THE NORTH SIDE AND 0.6 FOOT EAST OF THE WEST SIDE OF THE
 SY3379'CONCRETE FOUNDATION.
 SY3379'
 SY3379'REFERENCE MARK NO. 4, STAMPED DOF 2 NO 4 1976, IS A STANDARD DISK
 SY3379'SET IN A ROUND CONCRETE POST ABOUT 1 INCH BELOW THE SAND ON THE
 SY3379'BEACH.  IT IS 31.8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 SY3379'LIGHTHOUSE FOUNDATION, 18.0 FEET SOUTH OF THE METAL WITNESS POST
 SY3379'AND 2.7 FEET WEST OF THE PLANK BULKHEAD.
 SY3379'
 SY3379'THE UNDERGROUND STATION MARK IS ABOUT 2.3 FEET BELOW BEACH LEVEL.
 SY3379
 SY3379                          STATION RECOVERY (1977)
 SY3379
 SY3379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SY3379'THE SURFACE STATION MARK AND REFERENCE MARK NO. 4 WERE DESTROYED
 SY3379'BY SOMEONE BULLDOZING ON THE BEACH.  REFERENCE MARK NO. 3 AND THE
 SY3379'UNDERGROUND MARK WERE RECOVERED IN GOOD CONDITION.  A NEW SURFACE
 SY3379'STATION MARK AND REFERENCE MARK NO. 5 WERE ESTABLISHED.
 SY3379'
 SY3379'THE STATION IS ABOUT 7 MILES NORTH OF OLYMPIA, AT THE MOUTH AND
 SY3379'ON THE EAST SIDE OF BUDD INLET, ON DOFFLEMYER POINT AND AT THE SITE
 SY3379'OF THE DOFFLEMYER POINT LIGHTHOUSE.
 SY3379'
 SY3379'TO REACH FROM THE INTERSECTION OF STATE STREET AND E. BAY DRIVE
 SY3379'IN OLYMPIA, GO NORTH ON E. BAY DRIVE WHICH BECOMES BOSTON HARBOR
 SY3379'ROAD, FOR 7.0 MILES TO MAIN STREET IN THE TOWN OF BOSTON HARBOR,
 SY3379'TURN LEFT AND GO WESTERLY ON MAIN STREET FOR 0.3 MILE TO THE END
 SY3379'OF THE PUBLIC ROAD, PASS THROUGH THE GATE AND CONTINUE 0.05 MILE
 SY3379'TO THE WHITE LIGHTHOUSE AND THE STATION, ON THE BEACH, ABOUT 35
 SY3379'FEET SOUTHWEST OF THE LIGHTHOUSE.
 SY3379'
 SY3379'THE STATION MARK, STAMPED DOF 2 1976 1977, IS A STANDARD DISK SET
 SY3379'IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS ON THE
 SY3379'SOUTHERN PART OF THE ROUNDED POINT, 28.5 FEET SOUTHWEST OF THE
 SY3379'SOUTHWEST CORNER OF THE LIGHTHOUSE FOUNDATION, 24.0 FEET WEST OF
 SY3379'THE CEDAR-PLANK BULKHEAD AND 22.1 FEET WEST OF A METAL WITNESS
 SY3379'POST.
 SY3379'
 SY3379'REFERENCE MARK NO. 3, STAMPED DOF 2 NO 3 1976, IS A STANDARD DISK
 SY3379'SET IN THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE
 SY3379'LIGHTHOUSE, ABOUT 2 FEET ABOVE THE BEACH AND 0.6 FOOT FROM THE
 SY3379'NORTH AND EAST EDGES OF THE FOUNDATION.
 SY3379'
 SY3379'REFERENCE MARK NO. 5, STAMPED DOF 2 1976 NO 5 1977, IS A STANDARD
 SY3379'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 SY3379'28.8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE LIGHTHOUSE
 SY3379'FOUNDATION, 15.2 FEET SOUTH OF THE METAL WITNESS POST AND 2.5 FEET
 SY3379'WEST OF THE CEDAR-PLANK BULKHEAD.
 SY3379'
 SY3379'TANGENTS WERE OBSERVED ON THE PIPE WHICH HOLDS A LIGHT AT THE
 SY3379'TOP-CENTER OF THE LIGHTHOUSE.
 SY3379'
 SY3379'UNDERGROUND MARK WAS RECOVERED ABOUT 2 FEET BELOW BEACH LEVEL.
 SY3379'
 SY3379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3379'7 MILES NORTH OF OLYMPIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3358 ***********************************************************************
 SY3358  DESIGNATION -  DOFFLEMEYER POINT LIGHT
 SY3358  PID         -  SY3358
 SY3358  STATE/COUNTY-  WA/THURSTON
 SY3358  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3358
 SY3358                         *CURRENT SURVEY CONTROL
 SY3358  ___________________________________________________________________
 SY3358* NAD 83(1991)-  47 08 25.87000(N)    122 54 26.17031(W)     ADJUSTED  
 SY3358* NAVD 88     -                                                        
 SY3358  ___________________________________________________________________
 SY3358  LAPLACE CORR-          -8.23  (seconds)                    DEFLEC99
 SY3358  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 SY3358
 SY3358  HORZ ORDER  -  THIRD
 SY3358
 SY3358.The horizontal coordinates were established by classical geodetic methods
 SY3358.and adjusted by the National Geodetic Survey in December 1991..
 SY3358
 SY3358
 SY3358.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3358
 SY3358.The geoid height was determined by GEOID03.
 SY3358
 SY3358;                    North         East     Units Scale Factor Converg.
 SY3358;SPC WA S     -   203,660.454   317,428.642   MT  0.99996160   -1 44 55.1
 SY3358;SPC WA S     -   668,176.01  1,041,430.47   sFT  0.99996160   -1 44 55.1
 SY3358;UTM  10      - 5,220,783.890   507,031.382   MT  0.99960061   +0 04 04.7
 SY3358
 SY3358                          SUPERSEDED SURVEY CONTROL
 SY3358
 SY3358  NAD 83(1986)-  47 08 25.86737(N)    122 54 26.17929(W) AD(       ) 4
 SY3358  NAD 27      -  47 08 26.52200(N)    122 54 21.67700(W) AD(       ) 3
 SY3358
 SY3358.Superseded values are not recommended for survey control.
 SY3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3358.See file dsdata.txt to determine how the superseded data were derived.
 SY3358
 SY3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0703120784(NAD 83)
 SY3358
 SY3358  HISTORY     - Date     Condition        Report By
 SY3358  HISTORY     - 1936     MONUMENTED       CGS
 SY3358  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3358  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY3358
 SY3358                          STATION DESCRIPTION
 SY3358
 SY3358'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3358'WHITE PYRAMIDAL TOWER, ON E SIDE OF ENTRANCE TO BUDD INLET ON N
 SY3358'END OF DOFFLEMEYER POINT.
 SY3358
 SY3358                          STATION RECOVERY (1958)
 SY3358
 SY3358'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3358'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SY3358'
 SY3358'STATION IS CENTER OF A WHITE PYRAMIDAL TOWER APPROXIMATELY 20
 SY3358'FT. HIGH.
 SY3358
 SY3358                          STATION RECOVERY (1974)
 SY3358
 SY3358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 SY3358'RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 7 MILES NORTH OF
 SY3358'OLYMPIA, ALONG THE EAST SHORE OF BUDD INLET, AT BOSTON HARBOR
 SY3358'AND ON DOFFLEMYER POINT.
 SY3358'
 SY3358'THE STATION IS THE WHITE LIGHT ATOP THE CENTER OF A 25 FOOT HIGH,
 SY3358'WHITE, SQUARE, PYRAMIDAL-SHAPED, CONCRETE TOWER WITH A FLAT
 SY3358'TOPPED ROOF.  DESIGNATED AS NO. 2329 IN THE PUBLICATION LIGHT
 SY3358'LIST, VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS, 1973.
 SY3358'
 SY3358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3358'7 MILES NORTH OF OLYMPIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3596 ***********************************************************************
 SY3596  DESIGNATION -  DOG 1919
 SY3596  PID         -  SY3596
 SY3596  STATE/COUNTY-  WA/KING
 SY3596  USGS QUAD   -  AUBURN (1994)
 SY3596
 SY3596                         *CURRENT SURVEY CONTROL
 SY3596  ___________________________________________________________________
 SY3596* NAD 83(1991)-  47 34 54.92573(N)    122 12 11.27213(W)     ADJUSTED  
 SY3596* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3596  ___________________________________________________________________
 SY3596  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 SY3596  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SY3596
 SY3596  HORZ ORDER  -  THIRD
 SY3596
 SY3596.The horizontal coordinates were established by classical geodetic methods
 SY3596.and adjusted by the National Geodetic Survey in December 1991..
 SY3596
 SY3596.The orthometric height was scaled from a topographic map.
 SY3596
 SY3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3596
 SY3596.The geoid height was determined by GEOID03.
 SY3596
 SY3596;                    North         East     Units Scale Factor Converg.
 SY3596;SPC WA N     -    65,616.522   396,962.112   MT  0.99998573   -1 01 11.4
 SY3596;SPC WA N     -   215,276.87  1,302,366.53   sFT  0.99998573   -1 01 11.4
 SY3596;UTM  10      - 5,270,142.122   559,921.334   MT  0.99964412   +0 35 17.9
 SY3596
 SY3596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3596!SPC WA N     -   1.00000352  x   0.99998573  =   0.99998925
 SY3596!UTM  10      -   1.00000352  x   0.99964412  =   0.99964764
 SY3596
 SY3596                          SUPERSEDED SURVEY CONTROL
 SY3596
 SY3596  NAD 83(1986)-  47 34 54.92071(N)    122 12 11.27822(W) AD(       ) 3
 SY3596  NAD 27      -  47 34 55.56500(N)    122 12 06.83800(W) AD(       ) 3
 SY3596
 SY3596.Superseded values are not recommended for survey control.
 SY3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3596.See file dsdata.txt to determine how the superseded data were derived.
 SY3596
 SY3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5992170142(NAD 83)
 SY3596_MARKER: Z = SEE DESCRIPTION
 SY3596_SETTING: 0 = UNSPECIFIED SETTING
 SY3596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3596
 SY3596  HISTORY     - Date     Condition        Report By
 SY3596  HISTORY     - 1919     MONUMENTED       CGS
 SY3596  HISTORY     - 1927     SEE DESCRIPTION  CGS
 SY3596  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3596  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SY3596
 SY3596                          STATION DESCRIPTION
 SY3596
 SY3596'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3596'THIS MAIN SCHEME STATION IS LOCATED ABOUT 40 FEET FROM THE PILES AT
 SY3596'THE POINT AT MILLER AND ABOUT 8 FEET IN ELEVATION.
 SY3596'
 SY3596'STATION IS MARKED BY A REGULAR BRASS DISK SET IN A CYLINDRICAL
 SY3596'CONCRETE MOLD POURED IN PLACE, AT THE PROMINENT POINT AT
 SY3596'MILLER.  NAME AND YEAR STAMPED THEREON.
 SY3596'
 SY3596'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 SY3596'DESCRIBED IN NOTE 11B.
 SY3596
 SY3596                          STATION RECOVERY (1927)
 SY3596
 SY3596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (OSR)
 SY3596'STATION RECOVERED WITHOUT DIFFICULTY BUT TIME SO LIMITED THAT NO
 SY3596'SEARCH WAS MADE FOR THE REFERENCE MARKS.  MARK FOUND IN GOOD
 SY3596'CONDITION.
 SY3596
 SY3596                          STATION RECOVERY (1936)
 SY3596
 SY3596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY3596'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION IS ADEQUATE.
 SY3596'
 SY3596'REFERENCE MARKS NOS.1 AND 2 ALSO RECOVERED, AND FOUND TO BE
 SY3596'INTACT, BY C.M. CASSIN IN 1939.
 SY3596
 SY3596                          STATION RECOVERY (1949)
 SY3596
 SY3596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (JS)
 SY3596'STATION LOST.  STATION MARK AND REFERENCE MARKS BURIED IN PROCESS OF
 SY3596'CONSTRUCTION OF LARGE BRICK HOUSE FOR DR. LESTER PALMER ON THIS
 SY3596'POINT.  EXTENSIVE GRADING AND FILLING HAVE SO ALTERED CONDITIONS
 SY3596'THAT NONE OF THE FEATURES SHOWN ON 1936 SKETCH COULD BE
 SY3596'IDENTIFIED.  CONTRACTOR DUG UP LARGE AREA IN FRONT OF HOUSE IN
 SY3596'ATTEMPT TO FIND STATION MARK.
 SY3596'
 SY3596'R.M. 1 HAS BEEN LOST IN PROCESS OF GRADING ADJACENT PROPERTY
 SY3596'TO N.  DR. PALMERS HOUSE STANDS ON SITE OF R.M. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2317 ***********************************************************************
 RC2317  DESIGNATION -  DOG MOUNTAIN
 RC2317  PID         -  RC2317
 RC2317  STATE/COUNTY-  WA/SKAMANIA
 RC2317  USGS QUAD   -  MT DEFIANCE (1994)
 RC2317
 RC2317                         *CURRENT SURVEY CONTROL
 RC2317  ___________________________________________________________________
 RC2317* NAD 83(1991)-  45 42 45.63441(N)    121 41 56.58510(W)     ADJUSTED  
 RC2317* NAVD 88     -       783.     (meters)    2569.     (feet)  SCALED    
 RC2317  ___________________________________________________________________
 RC2317  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 RC2317  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC2317
 RC2317  HORZ ORDER  -  THIRD
 RC2317
 RC2317.The horizontal coordinates were established by classical geodetic methods
 RC2317.and adjusted by the National Geodetic Survey in December 1991..
 RC2317
 RC2317.The orthometric height was scaled from a topographic map.
 RC2317
 RC2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2317
 RC2317.The geoid height was determined by GEOID03.
 RC2317
 RC2317;                    North         East     Units Scale Factor Converg.
 RC2317;SPC WA S     -    42,874.208   406,638.770   MT  1.00002953   -0 52 15.5
 RC2317;SPC WA S     -   140,663.13  1,334,114.03   sFT  1.00002953   -0 52 15.5
 RC2317;SPC OR N     -   228,052.903 2,406,646.994   MT  0.99993964   -0 51 01.3
 RC2317;SPC OR N     -   748,205.06  7,895,823.47   iFT  0.99993964   -0 51 01.3
 RC2317;UTM  10      - 5,062,947.624   601,255.394   MT  0.99972605   +0 55 52.9
 RC2317
 RC2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2317!SPC WA S     -   0.99988062  x   1.00002953  =   0.99991015
 RC2317!SPC OR N     -   0.99988062  x   0.99993964  =   0.99982027
 RC2317!UTM  10      -   0.99988062  x   0.99972605  =   0.99960670
 RC2317
 RC2317|---------------------------------------------------------------------|
 RC2317| PID    Reference Object                     Distance      Geod. Az  |
 RC2317|                                                           dddmmss.s |
 RC2317| CF4297 DOG MOUNTAIN RM 1                     5.347 METERS 22403     |
 RC2317| RC2336 WIND MOUNTAIN                       APPROX. 4.4 KM 2655928.8 |
 RC2317| CF4971 DOG MTN LO SW COR                    21.522 METERS 32239     |
 RC2317| CF4340 DOG MTN LO FINIAL                    21.193 METERS 32834     |
 RC2317| CF4298 DOG MOUNTAIN RM 2                     3.659 METERS 34408     |
 RC2317|---------------------------------------------------------------------|
 RC2317
 RC2317                          SUPERSEDED SURVEY CONTROL
 RC2317
 RC2317  NAD 83(1991)-  45 42 45.63441(N)    121 41 56.58510(W) AD(       ) 3
 RC2317  NAD 83(1986)-  45 42 45.64653(N)    121 41 56.59243(W) AD(       ) 3
 RC2317  NAD 27      -  45 42 46.22500(N)    121 41 52.32500(W) AD(       ) 3
 RC2317
 RC2317.Superseded values are not recommended for survey control.
 RC2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2317.See file dsdata.txt to determine how the superseded data were derived.
 RC2317
 RC2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR0125562948(NAD 83)
 RC2317_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2317_SETTING: 66 = SET IN ROCK OUTCROP
 RC2317
 RC2317  HISTORY     - Date     Condition        Report By
 RC2317  HISTORY     - 1939     MONUMENTED       CGS
 RC2317  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2317
 RC2317                          STATION DESCRIPTION
 RC2317
 RC2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2317'STATION IS ABOUT 5-3/4 MILES E OF CARSON, WASHINGTON, 2-1/2 MILES
 RC2317'W OF COOKS, WASHINGTON, AND 1 MILE N OF THE COLUMBIA RIVER, ON THE
 RC2317'S RIDGE OF DOG MOUNTAIN, ABOUT 500 FEET LOWER IN ELEVATION THAN
 RC2317'THE SUMMIT, AND 21 METERS S OF THE DOG MOUNTAIN LOOKOUT.
 RC2317'
 RC2317'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 RC2317'DRILL HOLES IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 RC2317'
 RC2317'STATION CAN BE REACHED AS FOLLOWS--FROM BRIDGE OVER THE WIND
 RC2317'RIVER GO E 4.5 MILES ALONG U.S. HIGHWAY 830, OR GO W FROM COOKS,
 RC2317'WASHINGTON, RAILROAD STATION, 2.5 MILES ALONG U.S. HIGHWAY 830, TO
 RC2317'HIGHWAY GRAVEL PILES ON N SIDE OF HIGHWAY.  TURN N AT THE GRAVEL
 RC2317'PILES AND BEAR E 0.1 MILE TO A TRAIL ON LEFT WITH SIGN DOG
 RC2317'MOUNTAIN LOOKOUT.  TAKE TRAIL HERE AND FOLLOW UP THE ZIG-ZAG
 RC2317'TRAIL TO SIGN POVERTY FLAT.  CONTINUE N ACROSS THE FLAT THEN BEAR
 RC2317'NE AND FOLLOW TRAIL TO THE LOOKOUT AND STATION.  ABOUT 1 3/4-HOUR
 RC2317'PACK.
 RC2317'
 RC2317'A SPRING MAY BE FOUND ABOUT 1/4 MILE AFTER PASSING POVERTY FLAT
 RC2317'SIGN, OFF TO RIGHT OF TRAIL.  THIS IS THE LAST WATER.
 RC2317
 RC2317                          STATION RECOVERY (1959)
 RC2317
 RC2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2317'RECOVERED IN GOOD CONDITION, ABOUT 6 MILES EAST OF CARSON,
 RC2317'WASH., ABOUT 2 MILES WEST OF COOK, WASH., ABOUT 1/4 MILE SOUTH OF
 RC2317'THE SUMMIT OF DOG MOUNTAIN, ABOUT 65 FEET SOUTH OF DOG MOUNTAIN
 RC2317'LOOKOUT HOUSE AND ABOUT 18 FEET LOWER THAN THE BASE OF THE LOOKOUT
 RC2317'HOUSE, ON A ROCKY OUTCROP.
 RC2317'
 RC2317'THE STATION IS A STANDARD DISK STAMPED DOG MTN 1939 SET IN A ROCK
 RC2317'OUTCROP.
 RC2317'
 RC2317'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DOG MTN NO 1
 RC2317'1939 SET IN A ROCK OUTCROP.  IT IS SOUTHWEST OF THE STATION AND
 RC2317'ABOUT 5 FEET LOWER IN ELEVATION.
 RC2317'
 RC2317'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DOG MTN NO 2
 RC2317'1939 SET IN A ROCK OUTCROP.  IT IS NORTHWEST OF THE STATION AND
 RC2317'ABOUT 5 FEET HIGHER IN ELEVATION.
 RC2317'
 RC2317'TO REACH FROM THE HIGHWAY JUNCTION AT COOK, WASH., GO WEST ON
 RC2317'U.S. HIGHWAY 830 FOR 3.5 MILES, TURN RIGHT (NORTH) ON A DIRT,
 RC2317'SIDEROAD, GO 0.1 MILE TO A ROAD FORK, TAKE THE LEFT FORK (PRIVATE
 RC2317'PROPERTY), GO 1.4 MILES BY FOUR-WHEEL DRIVE VEHICLE ALONG AN OLD
 RC2317'LOGGING ROAD THAT JOINS THE CASCADE CREST TRAIL ON THE SOUTH
 RC2317'SLOPE OF DOG MOUNTAIN, SWING NORTHWARD ALONG ROAD FOR ABOUT 1/4
 RC2317'MILE TO END OF TRUCK TRAVEL, THEN FOLLOW THE WELL DEFINED
 RC2317'TRAIL TO THE DOG MOUNTAIN LOOKOUT HOUSE AND STATION ABOUT 65
 RC2317'FEET SOUTH OF THE LOOKOUT HOUSE.  ABOUT A 1 HOUR AND 20 MINUTE
 RC2317'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1495 ***********************************************************************
 SC1495  DESIGNATION -  DOL
 SC1495  PID         -  SC1495
 SC1495  STATE/COUNTY-  WA/COWLITZ
 SC1495  USGS QUAD   -  RAINIER (1990)
 SC1495
 SC1495                         *CURRENT SURVEY CONTROL
 SC1495  ___________________________________________________________________
 SC1495* NAD 83(1991)-  46 03 20.15720(N)    122 52 39.83994(W)     ADJUSTED  
 SC1495* NAVD 88     -                                                        
 SC1495  ___________________________________________________________________
 SC1495  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 SC1495  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SC1495
 SC1495  HORZ ORDER  -  THIRD
 SC1495
 SC1495.The horizontal coordinates were established by classical geodetic methods
 SC1495.and adjusted by the National Geodetic Survey in December 1991..
 SC1495
 SC1495
 SC1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1495
 SC1495.The geoid height was determined by GEOID03.
 SC1495
 SC1495;                    North         East     Units Scale Factor Converg.
 SC1495;SPC WA S     -    83,052.813   316,033.277   MT  0.99995702   -1 43 37.8
 SC1495;SPC WA S     -   272,482.44  1,036,852.51   sFT  0.99995702   -1 43 37.8
 SC1495;SPC OR N     -   268,182.231 2,316,021.377   MT  1.00001461   -1 41 10.5
 SC1495;SPC OR N     -   879,862.96  7,598,495.33   iFT  1.00001461   -1 41 10.5
 SC1495;UTM  10      - 5,100,232.243   509,457.905   MT  0.99960110   +0 05 16.9
 SC1495
 SC1495                          SUPERSEDED SURVEY CONTROL
 SC1495
 SC1495  NAD 83(1991)-  46 03 20.15720(N)    122 52 39.83994(W) AD(       ) 4
 SC1495  NAD 83(1986)-  46 03 20.17300(N)    122 52 39.83543(W) AD(       ) 4
 SC1495  NAD 27      -  46 03 20.76323(N)    122 52 35.44530(W) AD(       ) 3
 SC1495
 SC1495.Superseded values are not recommended for survey control.
 SC1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1495.See file dsdata.txt to determine how the superseded data were derived.
 SC1495
 SC1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0945800232(NAD 83)
 SC1495
 SC1495  HISTORY     - Date     Condition        Report By
 SC1495  HISTORY     - 1937     MONUMENTED       CGS
 SC1495  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1495  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC1495
 SC1495                          STATION DESCRIPTION
 SC1495
 SC1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 SC1495'STATION IS OPPOSITE PRESCOTT.  IT IS THE CENTER AND HIGHEST
 SC1495'PILING OF THE 7 PILE DOLPHIN AT THE W END OF THE N WING OF
 SC1495'CARROLLS DIKE.  STATION APPEARS AS DOLPHIN 41.6 ON U.S. ENGINEER
 SC1495'SURVEYS.
 SC1495
 SC1495                          STATION RECOVERY (1949)
 SC1495
 SC1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1495'STATION IS THE CENTER AND THE HIGHEST PILE OF A 7-PILE GROUP
 SC1495'AT THE W END OF THE N WING OF CARROLLS DIKE WHICH IS LOCATED
 SC1495'IN THE COLUMBIA RIVER OPPOSITE PRESCOTT, OREGON, AND S OF THE S
 SC1495'END OF COTTONWOOD ISLAND.
 SC1495'
 SC1495'THE STATION APPEARS AS DOLPHIN 41.6 UPON U.S.E. CHARTS AND
 SC1495'THE NUMBER 41.6, STENCILED ON A BOARD, HAS BEEN NAILED TO A
 SC1495'SUPPORTING PILE.
 SC1495'
 SC1495'THE STATION IS IN POOR CONDITION AND WILL NOT LAST LONG.
 SC1495
 SC1495                          STATION RECOVERY (1951)
 SC1495
 SC1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC1495'THE DOLPHIN REMAINS BUT IT IS IN VERY POOR CONDITION.  THE
 SC1495'STATION MAY BE DESTROYED WHENEVER THE RIVER REACHES ITS
 SC1495'FLOOD STAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2517 ***********************************************************************
 SY2517  DESIGNATION -  DOLL
 SY2517  PID         -  SY2517
 SY2517  STATE/COUNTY-  WA/KING
 SY2517  USGS QUAD   -  POVERTY BAY (1994)
 SY2517
 SY2517                         *CURRENT SURVEY CONTROL
 SY2517  ___________________________________________________________________
 SY2517* NAD 83(1991)-  47 20 36.52952(N)    122 16 40.25337(W)     ADJUSTED  
 SY2517* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 SY2517  ___________________________________________________________________
 SY2517  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 SY2517  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 SY2517
 SY2517  HORZ ORDER  -  SECOND
 SY2517
 SY2517.The horizontal coordinates were established by classical geodetic methods
 SY2517.and adjusted by the National Geodetic Survey in December 1991..
 SY2517
 SY2517.The orthometric height was scaled from a topographic map.
 SY2517
 SY2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2517
 SY2517.The geoid height was determined by GEOID03.
 SY2517
 SY2517;                    North         East     Units Scale Factor Converg.
 SY2517;SPC WA N     -    39,213.647   390,844.866   MT  1.00003287   -1 04 31.7
 SY2517;SPC WA N     -   128,653.44  1,282,296.86   sFT  1.00003287   -1 04 31.7
 SY2517;SPC WA S     -   224,952.127   365,664.035   MT  1.00000234   -1 17 29.1
 SY2517;SPC WA S     -   738,030.44  1,199,682.75   sFT  1.00000234   -1 17 29.1
 SY2517;UTM  10      - 5,243,587.816   554,549.056   MT  0.99963657   +0 31 52.0
 SY2517
 SY2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2517!SPC WA N     -   0.99998207  x   1.00003287  =   1.00001494
 SY2517!SPC WA S     -   0.99998207  x   1.00000234  =   0.99998441
 SY2517!UTM  10      -   0.99998207  x   0.99963657  =   0.99961865
 SY2517
 SY2517|---------------------------------------------------------------------|
 SY2517| PID    Reference Object                     Distance      Geod. Az  |
 SY2517|                                                           dddmmss.s |
 SY2517| CE3962 DOLL RM 1                            17.746 METERS 04250     |
 SY2517| CE3961 DOLL AZ MK                                         2693308.0 |
 SY2517| CE3963 DOLL RM 2                            15.518 METERS 27152     |
 SY2517|---------------------------------------------------------------------|
 SY2517
 SY2517                          SUPERSEDED SURVEY CONTROL
 SY2517
 SY2517  NAD 83(1986)-  47 20 36.52269(N)    122 16 40.26484(W) AD(       ) 2
 SY2517  NAD 27      -  47 20 37.15800(N)    122 16 35.83500(W) AD(       ) 2
 SY2517
 SY2517.Superseded values are not recommended for survey control.
 SY2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2517.See file dsdata.txt to determine how the superseded data were derived.
 SY2517
 SY2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5454943588(NAD 83)
 SY2517_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2517
 SY2517  HISTORY     - Date     Condition        Report By
 SY2517  HISTORY     - 1955     MONUMENTED       CGS
 SY2517  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2517  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY2517
 SY2517                          STATION DESCRIPTION
 SY2517
 SY2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2517'THE STATION IS ABOUT 16 MILES SOUTH OF SEATTLE, ABOUT 5 MILES
 SY2517'SOUTHEAST OF MIDWAY, 55 FEET EAST-NORTHEAST OF A T FENCE CORNER,
 SY2517'43 FEET NORTH OF THE CENTER OF 288TH STREET, 32 FEET SOUTHWEST OF
 SY2517'A TREE WITH A TRIANGLE BLAZE, 20 FEET NORTH OF AN EAST-WEST FENCE
 SY2517'LINE AND 10 FEET NORTH OF A WITNESS POST.  IT IS SET FLUSH AND IS
 SY2517'STAMPED DOLL 1955.
 SY2517'
 SY2517'REFERENCE MARK NO. 1 IS 25 FEET NORTH-NORTHEAST OF THE TREE WITH
 SY2517'THE TRIANGLE BLAZE AND 2-1/2 FEET BELOW STATION ELEVATION.  IT IS
 SY2517'SET FLUSH AND IS STAMPED DOLL NO 1 1955.
 SY2517'
 SY2517'REFERENCE MARK NO. 2 IS 21 FEET NORTH OF A T FENCE CORNER AND 1
 SY2517'FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH AND IS
 SY2517'STAMPED DOLL NO 2 1955.
 SY2517'
 SY2517'THE AZIMUTH MARK IS 150 FEET WEST OF THE CENTER OF MILITARY ROAD,
 SY2517'92 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STEEL LAKE GRANGE
 SY2517'BUILDING, 18 FEET SOUTH OF THE CENTER OF 288TH STREET, 5 FEET
 SY2517'NORTHEAST OF A FENCE CORNER AND 3 FEET EAST OF A POWER LINE
 SY2517'POLE.  IT IS SET FLUSH AND IS STAMPED DOLL 1955.
 SY2517'
 SY2517'TO REACH THE STATION FROM THE POST OFFICE IN MIDWAY GO SOUTH ON
 SY2517'U.S. HIGHWAY 99 FOR 3.5 MILES TO 288TH STREET, TURN LEFT AND GO
 SY2517'EAST ON 288TH STREET FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 SY2517'RIGHT.  CONTINUE EAST ON 288TH STREET FOR 1.1 MILES TO THE STATION
 SY2517'AND REFERENCE MARKS ON THE LEFT AS DESCRIBED.
 SY2517
 SY2517                          STATION RECOVERY (1963)
 SY2517
 SY2517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2517'STATION IS ON THE KNOLL ON THE WOODED LOT TO THE NORTHEAST OF
 SY2517'HOUSE NO. 4209 SO. 288TH ST.  REFERENCE MARK NO. 2 IS ABOUT 11 FEET
 SY2517'WEST OF THE PROLONGATION OF THE FENCE LINE ALONG THE EAST SIDE OF
 SY2517'LOT NO. 4209.  A METAL WITNESS POST WAS SET 2 FEET WEST OF THE
 SY2517'STATION MARK.  THE AZIMUTH MARK IS 3 FEET WEST OF A CONCRETE
 SY2517'GAS-METER COVER.
 SY2517
 SY2517                          STATION RECOVERY (1968)
 SY2517
 SY2517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY2517'THE STATION WAS REFERENCED OUT PRIOR TO ITS DESTRUCTION DURING
 SY2517'CONSTRUCTION OF THOMAS JEFFERSON HIGH SCHOOL IN 1967 AND 1968.
 SY2517'
 SY2517'IN APRIL, 1968, THE ORIGINAL POINT WAS REDETERMINED, AND IT FELL
 SY2517'ON A BLACKTOP DRIVEWAY INTO THE SCHOOL GROUNDS.  THE POINT WAS NOT
 SY2517'SUITABLE FOR A PERMANENT STATION.  DOLL 2 WAS ESTABLISHED 90.84
 SY2517'FEET WEST-NORTHWEST OF THE ORIGINAL STATION.  THE ORIGINAL STATION
 SY2517'WAS MARKED BY A STOVE BOLT WITH A CROSS CUT IN THE HEAD OF THE
 SY2517'BOLT AND THE BOLT SET IN A 1-INCH DRILL HOLE FILLED WITH CONCRETE.
 SY2517'THIS MARK IS 16.4 FEET EAST OF THE WEST END OF THE FIRST
 SY2517'TAR-FILLED EXPANSION JOINT NORTH OF 288TH STREET, IN THE WEST
 SY2517'CURB OF THE DRIVEWAY, 12.3 FEET SOUTHWEST OF THE TAR-FILLED
 SY2517'EXPANSION JOINT IN THE EAST CURB AND 6 INCHES SOUTH OF THE
 SY2517'PROJECTED NORTH EDGE OF THE SIDEWALK TO THE WEST.
 SY2517'
 SY2517'STATION IS ABOUT 2 BLOCKS EAST OF THE INTERSECTION OF S 288TH
 SY2517'STREET AND 42ND AVENUE SOUTH.
 SY2517'
 SY2517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2517'IN SEATTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2520 ***********************************************************************
 SY2520  DESIGNATION -  DOLL 2
 SY2520  PID         -  SY2520
 SY2520  STATE/COUNTY-  WA/KING
 SY2520  USGS QUAD   -  POVERTY BAY (1994)
 SY2520
 SY2520                         *CURRENT SURVEY CONTROL
 SY2520  ___________________________________________________________________
 SY2520* NAD 83(1991)-  47 20 36.91681(N)    122 16 41.44284(W)     ADJUSTED  
 SY2520* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 SY2520  ___________________________________________________________________
 SY2520  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 SY2520  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 SY2520
 SY2520  HORZ ORDER  -  THIRD
 SY2520
 SY2520.The horizontal coordinates were established by classical geodetic methods
 SY2520.and adjusted by the National Geodetic Survey in December 1991..
 SY2520.No horizontal observational check was made to the station.
 SY2520
 SY2520.The orthometric height was scaled from a topographic map.
 SY2520
 SY2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2520
 SY2520.The geoid height was determined by GEOID03.
 SY2520
 SY2520;                    North         East     Units Scale Factor Converg.
 SY2520;SPC WA N     -    39,226.075   390,820.126   MT  1.00003285   -1 04 32.6
 SY2520;SPC WA N     -   128,694.21  1,282,215.70   sFT  1.00003285   -1 04 32.6
 SY2520;SPC WA S     -   224,964.648   365,639.343   MT  1.00000236   -1 17 30.0
 SY2520;SPC WA S     -   738,071.52  1,199,601.74   sFT  1.00000236   -1 17 30.0
 SY2520;UTM  10      - 5,243,599.540   554,523.987   MT  0.99963653   +0 31 51.1
 SY2520
 SY2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2520!SPC WA N     -   0.99998192  x   1.00003285  =   1.00001477
 SY2520!SPC WA S     -   0.99998192  x   1.00000236  =   0.99998428
 SY2520!UTM  10      -   0.99998192  x   0.99963653  =   0.99961845
 SY2520
 SY2520:                Primary Azimuth Mark                     Grid Az
 SY2520:SPC WA N     -  COUGAR MTN KETO MAST                     030 46 57.3
 SY2520:SPC WA S     -  COUGAR MTN KETO MAST                     030 59 54.7
 SY2520:UTM  10      -  COUGAR MTN KETO MAST                     029 10 33.6
 SY2520
 SY2520|---------------------------------------------------------------------|
 SY2520| PID    Reference Object                     Distance      Geod. Az  |
 SY2520|                                                           dddmmss.s |
 SY2520| SY3578 COUGAR MTN KETO MAST                APPROX.25.7 KM 0294224.7 |
 SY2520| SY3572 SQUAK MTN KING COUNTY RAD MAST      APPROX.24.9 KM 0440908.7 |
 SY2520| SY2150 KENT MUN STANDPIPE                  APPROX. 8.4 KM 0520735.7 |
 SY2520| SY2517 DOLL                                 27.685 METERS 11536     |
 SY2520| CE3966 DOLL 2 RM 5                          22.580 METERS 13507     |
 SY2520| CE3964 DOLL 2 RM 3                          19.526 METERS 14622     |
 SY2520| CE3967 DOLL 2 RM 6                          19.787 METERS 22619     |
 SY2520| CE3965 DOLL 2 RM 4                          23.167 METERS 23251     |
 SY2520| SY2542 KING CO WATER DIST 64 SPIPE         APPROX. 1.9 KM 2804232.2 |
 SY2520| SY2544 THOMAS JEFFERSON HIGH SCH FLAG        3.700 METERS 29912     |
 SY2520|---------------------------------------------------------------------|
 SY2520
 SY2520                          SUPERSEDED SURVEY CONTROL
 SY2520
 SY2520  NAD 83(1986)-  47 20 36.91002(N)    122 16 41.45437(W) AD(       ) 3
 SY2520  NAD 27      -  47 20 37.54537(N)    122 16 37.02450(W) AD(       ) 3
 SY2520
 SY2520.Superseded values are not recommended for survey control.
 SY2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2520.See file dsdata.txt to determine how the superseded data were derived.
 SY2520
 SY2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5452443600(NAD 83)
 SY2520_MARKER: DS = TRIANGULATION STATION DISK
 SY2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY2520
 SY2520  HISTORY     - Date     Condition        Report By
 SY2520  HISTORY     - 1968     MONUMENTED       CGS
 SY2520  HISTORY     - 1971     GOOD             NGS
 SY2520  HISTORY     - 1987     GOOD             USPSQD
 SY2520  HISTORY     - 1989     GOOD             USPSQD
 SY2520  HISTORY     - 19961109 GOOD             USPSQD
 SY2520
 SY2520                          STATION DESCRIPTION
 SY2520
 SY2520'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY2520'THE STATION IS IN THE SOUTHERN PART OF KING COUNTY, ABOUT 6 MILES
 SY2520'SOUTH OF THE SEATTLE-TACOMA AIRPORT AND 2 BLOCKS EAST OF THE
 SY2520'INTERSECTION OF SOUTH 288TH STREET AND 42ND AVENUE SOUTH.  IT IS
 SY2520'AT THE THOMAS JEFFERSON HIGH SCHOOL.
 SY2520'
 SY2520'THE STATION MARK, STAMPED DOLL 2 1968, IS A STANDARD DISK SET IN
 SY2520'AN 8-INCH DIAMETER CONCRETE POST WHICH IS ABOUT 4 INCHES BELOW
 SY2520'GROUND.  IT IS 53.0 FEET (SLOPE DIST.) NORTH OF THE OUTSIDE EDGE
 SY2520'OF THE CURB ALONG THE NORTH SIDE OF S 288TH STREET, 12.1 FEET
 SY2520'EAST-SOUTHEAST OF THE FLAGPOLE AND ON A MOUND BETWEEN TWO
 SY2520'DRIVEWAYS INTO THE HIGH SCHOOL.
 SY2520'
 SY2520'THE UNDERGROUND MARK IS 28 INCHES BELOW GROUND.
 SY2520'
 SY2520'REFERENCE MARK NO. 3, STAMPED DOLL 2 NO 3 1968, IS A STANDARD
 SY2520'DISK SET IN THE CURB ALONG THE NORTH SIDE OF SOUTH 288TH STREET,
 SY2520'44 FEET WEST OF THE CENTER OF A DRIVEWAY INTO THE SCHOOL AND 9.8
 SY2520'FEET EAST OF THE EAST END OF THE STRAIGHT SECTION OF CURB.
 SY2520'
 SY2520'REFERENCE MARK NO. 4, STAMPED DOLL 2 NO 4 1968, IS A STANDARD
 SY2520'DISK SET IN THE CONCRETE CURB ALONG THE NORTH SIDE OF SOUTH 288
 SY2520'STREET, 35.7 FEET EAST OF THE CENTER OF THE SIDEWALK WHICH RUNS
 SY2520'NORTH ALONG THE WEST SIDE OF THE FLAGPOLE AND MOUND, AND 28 FEET
 SY2520'WEST OF A CURVE IN THE CURB.
 SY2520'
 SY2520'DOLL 1955 WAS DESTROYED DURING CONSTRUCTION OF THE SCHOOL.  THE
 SY2520'POINT WAS RE-LOCATED FROM REFERENCE POINTS, AND THE ORIGINAL
 SY2520'LOCATION MARKED BY A STOVE BOLT (WITH A CROSS CUT IN THE HEAD OF
 SY2520'THE BOLT), SET IN A 1-INCH DRILL HOLE FILLED WITH CONCRETE IN THE
 SY2520'BLACKTOP DRIVEWAY.
 SY2520
 SY2520                          STATION RECOVERY (1971)
 SY2520
 SY2520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SY2520'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 SY2520'3 AND 4 WERE DESTROYED WHEN THE STREET WAS WIDENED.  TWO NEW
 SY2520'REFERENCE MARKS WERE SET.
 SY2520'
 SY2520'THE STATION IS IN THE SOUTHERN PART OF KING COUNTY, AT THE THOMAS
 SY2520'JEFFERSON HIGH SCHOOL, ABOUT 6 MILES SOUTH OF THE SEATTLE-TACOMA
 SY2520'AIRPORT AND 2 BLOCKS EAST OF THE INTERSECTION OF SOUTH 288TH
 SY2520'STREET AND 42 AVE. S.
 SY2520'
 SY2520'THE STATION MARK, STAMPED DOLL 2 1968, IS A STANDARD DISK SET IN
 SY2520'CONCRETE ABOUT 4 INCHES BELOW GROUND, ON THE MOUND BETWEEN THE
 SY2520'SCHOOL BUILDINGS AND S. 288TH STREET, 56 FEET NORTH OF THE NORTH
 SY2520'CURB AT THE EAST END OF A CURVE WHICH MAKES AN INDENTATION FOR
 SY2520'PARKING ALONG THE NORTH SIDE OF THE STREET, 28.4 FEET
 SY2520'SOUTH-SOUTHEAST OF A BRASS VALVE ON A 2 1/2-INCH PIPE PROJECTING
 SY2520'8 INCHES ABOVE THE LAWN AND 12.1 FEET EAST OF A FLAGPOLE.
 SY2520'
 SY2520'REFERENCE MARK NO. 5, STAMPED DOLL 2 1968 NO 5 1971, IS A
 SY2520'STANDARD DISK SET IN THE CONCRETE SIDEWALK, 27 FEET WEST OF THE
 SY2520'CENTER OF THE EAST DRIVEWAY INTO THE SCHOOL GROUNDS, 2.4 FEET
 SY2520'SOUTH OF THE NORTH EDGE OF THE SIDEWALK AND 1 FOOT NORTH-NORTHWEST
 SY2520'OF THE EDGE OF THE SIDEWALK ALONG THE NORTH SIDE OF 288TH STREET.
 SY2520'
 SY2520'REFERENCE MARK NO. 6, STAMPED DOLL 2 1968 NO 6 1971, IS A
 SY2520'STANDARD DISK SET IN THE SIDEWALK ALONG THE NORTH SIDE OF 288TH
 SY2520'STREET, 6 FEET WEST OF THE EAST END OF THE SIDEWALK TANGENT ALONG
 SY2520'THE NORTH SIDE OF THE INDENTATION FOR PARKING, 4.1 FEET WEST OF
 SY2520'THE NORTHWEST CORNER OF A STORM DRAIN AND 1 FOOT NORTH OF THE
 SY2520'SOUTH EDGE OF THE SIDEWALK.
 SY2520'
 SY2520'EITHER THE STANDPIPE OR MICROWAVE TOWER LISTED ABOVE WILL SERVE
 SY2520'AS AN AZIMUTH MARK FOR THIS STATION.
 SY2520'
 SY2520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2520'5 MILES SOUTHEAST OF MIDWAY.
 SY2520
 SY2520                          STATION RECOVERY (1987)
 SY2520
 SY2520'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY2520'RECOVERED IN GOOD CONDITION.
 SY2520
 SY2520                          STATION RECOVERY (1989)
 SY2520
 SY2520'RECOVERY NOTE BY US POWER SQUADRON 1989 (WAJ)
 SY2520'RECOVERED IN GOOD CONDITION.
 SY2520
 SY2520                          STATION RECOVERY (1996)
 SY2520
 SY2520'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2516 ***********************************************************************
 SY2516  DESIGNATION -  DOLLOFF 1937
 SY2516  PID         -  SY2516
 SY2516  STATE/COUNTY-  WA/KING
 SY2516  USGS QUAD   -  POVERTY BAY (1994)
 SY2516
 SY2516                         *CURRENT SURVEY CONTROL
 SY2516  ___________________________________________________________________
 SY2516* NAD 83(1991)-  47 20 35.00446(N)    122 16 13.33909(W)     ADJUSTED  
 SY2516* NAVD 88     -       133.84   (+/-2cm)     439.1    (feet)  VERTCON   
 SY2516  ___________________________________________________________________
 SY2516  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 SY2516  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 SY2516
 SY2516  HORZ ORDER  -  FIRST
 SY2516  VERT ORDER  -  THIRD ? (See Below)
 SY2516
 SY2516.The horizontal coordinates were established by classical geodetic methods
 SY2516.and adjusted by the National Geodetic Survey in December 1991..
 SY2516
 SY2516.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2516.The vertical order pertains to the NGVD 29 superseded value.
 SY2516
 SY2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2516
 SY2516.The geoid height was determined by GEOID03.
 SY2516
 SY2516;                    North         East     Units Scale Factor Converg.
 SY2516;SPC WA N     -    39,155.979   391,408.861   MT  1.00003297   -1 04 11.7
 SY2516;SPC WA N     -   128,464.24  1,284,147.24   sFT  1.00003297   -1 04 11.7
 SY2516;SPC WA S     -   224,892.335   366,227.791   MT  1.00000224   -1 17 09.6
 SY2516;SPC WA S     -   737,834.27  1,201,532.34   sFT  1.00000224   -1 17 09.6
 SY2516;UTM  10      - 5,243,545.999   555,114.222   MT  0.99963733   +0 32 11.8
 SY2516
 SY2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2516!SPC WA N     -   0.99998258  x   1.00003297  =   1.00001555
 SY2516!SPC WA S     -   0.99998258  x   1.00000224  =   0.99998482
 SY2516!UTM  10      -   0.99998258  x   0.99963733  =   0.99961992
 SY2516
 SY2516:                Primary Azimuth Mark                     Grid Az
 SY2516:SPC WA N     -  AIR BCN IN VALLEY SW OF KENT             028 59 15.4
 SY2516:SPC WA S     -  AIR BCN IN VALLEY SW OF KENT             029 12 13.3
 SY2516:UTM  10      -  AIR BCN IN VALLEY SW OF KENT             027 22 51.9
 SY2516
 SY2516|---------------------------------------------------------------------|
 SY2516| PID    Reference Object                     Distance      Geod. Az  |
 SY2516|                                                           dddmmss.s |
 SY2516| SY2012 AIR BCN IN VALLEY SW OF KENT        APPROX. 3.8 KM 0275503.7 |
 SY2516| SY2121 YOUNGS TANK 1937                    APPROX.14.8 KM 0352605.2 |
 SY2516| SX1486 TIGER BEACON                        APPROX.28.5 KM 0510548.0 |
 SY2516|---------------------------------------------------------------------|
 SY2516
 SY2516                          SUPERSEDED SURVEY CONTROL
 SY2516
 SY2516  NAD 83(1986)-  47 20 34.99770(N)    122 16 13.35043(W) AD(       ) 1
 SY2516  NAD 27      -  47 20 35.64400(N)    122 16 08.91500(W) AD(       ) 1
 SY2516  NGVD 29 (07/19/86)  132.77   (m)          435.6    (f) LEVELING    3  
 SY2516
 SY2516.Superseded values are not recommended for survey control.
 SY2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2516.See file dsdata.txt to determine how the superseded data were derived.
 SY2516
 SY2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5511443546(NAD 83)
 SY2516_MARKER: Z = SEE DESCRIPTION
 SY2516_SETTING: 0 = UNSPECIFIED SETTING
 SY2516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2516
 SY2516  HISTORY     - Date     Condition        Report By
 SY2516  HISTORY     - 1936     MONUMENTED       WAGS
 SY2516  HISTORY     - 1959     SEE DESCRIPTION  USGS
 SY2516
 SY2516                          STATION DESCRIPTION
 SY2516
 SY2516'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SY2516'STATION IS IN NW CORNER OF SEC. 2, T.21, R.4.  IT IS ABOUT 100
 SY2516'FEET S OF ROAD IN LINE WITH E SIDE OF A GRAY-PAINTED SHINGLED
 SY2516'HOUSE ON THE N SIDE OF ROAD AT A DISTANCE OF 191.30 FEET FROM THE
 SY2516'SE CORNER AND 130 FEET E OF THE SE CORNER OF A GARAGE, AND 15 FEET
 SY2516'E OF A 15-FOOT SNAG.
 SY2516'
 SY2516'STATION IS A STANDARD STATE SURVEY DISK STAMPED KING COUNTY
 SY2516'AERIAL SURVEY SET IN A BOULDER ABOVE THE SURFACE OF THE GROUND.
 SY2516'
 SY2516'REACHED FROM WEST KENT BY GOING S 2.0 MILES, TURN RIGHT (W) AND
 SY2516'GO 0.8 MILE TO FOOT OF HILLS, TAKE MIDDLE FORK ROAD SW UP HILL
 SY2516'FOR 0.8 MILE.  TURN LEFT (S) AND GO 0.9 MILE, TURN LEFT (E) AND
 SY2516'GO 0.1 MILE TO A SIDE ROAD TO THE S.
 SY2516'
 SY2516'A 10-FOOT TOWER WAS BUILT OVER THE STATION.
 SY2516'
 SY2516'HEIGHT OF LIGHT ABOVE STATION MARK 4.2 METERS.
 SY2516
 SY2516                          STATION RECOVERY (1959)
 SY2516
 SY2516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 SY2516'STATION WAS PLOWED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0714 ***********************************************************************
 SD0714  DESIGNATION -  DOLPHIN
 SD0714  PID         -  SD0714
 SD0714  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0714  USGS QUAD   -  COPALIS CROSSING (1994)
 SD0714
 SD0714                         *CURRENT SURVEY CONTROL
 SD0714  ___________________________________________________________________
 SD0714* NAD 83(1991)-  47 00 10.33619(N)    124 06 25.55334(W)     ADJUSTED  
 SD0714* NAVD 88     -                                                        
 SD0714  ___________________________________________________________________
 SD0714  LAPLACE CORR-          11.31  (seconds)                    DEFLEC99
 SD0714  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 SD0714
 SD0714  HORZ ORDER  -  THIRD
 SD0714
 SD0714.The horizontal coordinates were established by classical geodetic methods
 SD0714.and adjusted by the National Geodetic Survey in December 1991..
 SD0714
 SD0714
 SD0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0714
 SD0714.The geoid height was determined by GEOID03.
 SD0714
 SD0714;                    North         East     Units Scale Factor Converg.
 SD0714;SPC WA S     -   191,843.467   225,784.987   MT  0.99994117   -2 37 12.7
 SD0714;SPC WA S     -   629,406.44    740,762.91   sFT  0.99994117   -2 37 12.7
 SD0714;UTM  10      - 5,206,077.914   415,837.093   MT  0.99968706   -0 48 35.2
 SD0714
 SD0714                          SUPERSEDED SURVEY CONTROL
 SD0714
 SD0714  NAD 83(1986)-  47 00 10.32803(N)    124 06 25.55367(W) AD(       ) 4
 SD0714  NAD 27      -  47 00 11.01800(N)    124 06 20.92800(W) AD(       ) 3
 SD0714
 SD0714.Superseded values are not recommended for survey control.
 SD0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0714.See file dsdata.txt to determine how the superseded data were derived.
 SD0714
 SD0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1583706078(NAD 83)
 SD0714
 SD0714  HISTORY     - Date     Condition        Report By
 SD0714  HISTORY     - 1940     MONUMENTED       CGS
 SD0714  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SD0714
 SD0714                          STATION DESCRIPTION
 SD0714
 SD0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LDG)
 SD0714'AN UNMARKED INTERSECTION STATION, THE CENTER OF A DOLPHIN (CLUSTER
 SD0714'OF PILINGS) NEAR THE JUNCTION OF CAMPBELL SLOUGH CHANNEL WITH OYHUT
 SD0714'CHANNEL IN NORTH BAY, GRAYS HARBOR.
 SD0714
 SD0714                          STATION RECOVERY (1952)
 SD0714
 SD0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SD0714'AT THE TIME THAT THIS STATION WAS SEARCHED FOR, THERE WAS NO DOLPHIN
 SD0714'APPARENT IN THE AREA.  SUBSEQUENT INVESTIGATION SHOWS THAT THERE ARE
 SD0714'THE REMAINS OF AN OLD DOLPHIN, WHICH BARE AT HALF TIDE WHICH MIGHT
 SD0714'BE THE DOLPHIN OBSERVED UPON.  LOCAL INFORMATION CONFIRMS THIS
 SD0714'FACT.  HOWEVER, THIS STATION IS DOUBTFUL ENOUGH TO BE CLASSED AS
 SD0714'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2534 ***********************************************************************
 SC2534  DESIGNATION -  DOLPHIN
 SC2534  PID         -  SC2534
 SC2534  STATE/COUNTY-  WA/PACIFIC
 SC2534  USGS QUAD   -  BAY CENTER (1994)
 SC2534
 SC2534                         *CURRENT SURVEY CONTROL
 SC2534  ___________________________________________________________________
 SC2534* NAD 83(1991)-  46 41 42.58988(N)    123 54 40.58623(W)     ADJUSTED  
 SC2534* NAVD 88     -                                                        
 SC2534  ___________________________________________________________________
 SC2534  LAPLACE CORR-          17.04  (seconds)                    DEFLEC99
 SC2534  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SC2534
 SC2534  HORZ ORDER  -  THIRD
 SC2534
 SC2534.The horizontal coordinates were established by classical geodetic methods
 SC2534.and adjusted by the National Geodetic Survey in December 1991..
 SC2534
 SC2534
 SC2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2534
 SC2534.The geoid height was determined by GEOID03.
 SC2534
 SC2534;                    North         East     Units Scale Factor Converg.
 SC2534;SPC WA S     -   157,008.479   239,183.352   MT  0.99991644   -2 28 40.6
 SC2534;SPC WA S     -   515,118.65    784,720.71   sFT  0.99991644   -2 28 40.6
 SC2534;UTM  10      - 5,171,692.899   430,326.995   MT  0.99965967   -0 39 47.4
 SC2534
 SC2534                          SUPERSEDED SURVEY CONTROL
 SC2534
 SC2534  NAD 83(1991)-  46 41 42.58786(N)    123 54 40.58619(W) AD(       ) 4
 SC2534  NAD 83(1986)-  46 41 42.58809(N)    123 54 40.57338(W) AD(       ) 4
 SC2534  NAD 27      -  46 41 43.24000(N)    123 54 35.96400(W) AD(       ) 3
 SC2534
 SC2534.Superseded values are not recommended for survey control.
 SC2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2534.See file dsdata.txt to determine how the superseded data were derived.
 SC2534
 SC2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3032771693(NAD 83)
 SC2534
 SC2534  HISTORY     - Date     Condition        Report By
 SC2534  HISTORY     - UNK      MONUMENTED
 SC2534  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2534
 SC2534                          STATION DESCRIPTION
 SC2534
 SC2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2534'DESTROYED.  THERE IS NOW NO DOLPHIN IN THE VICINITY OF THE PLOTTED
 SC2534'POSITION OF THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4630 ***********************************************************************
 SY4630  DESIGNATION -  DOLPHIN
 SY4630  PID         -  SY4630
 SY4630  STATE/COUNTY-  WA/KING
 SY4630  USGS QUAD   -  TACOMA NORTH (1994)
 SY4630
 SY4630                         *CURRENT SURVEY CONTROL
 SY4630  ___________________________________________________________________
 SY4630* NAD 83(1991)-  47 30 09.89708(N)    122 27 05.87584(W)     ADJUSTED  
 SY4630* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY4630  ___________________________________________________________________
 SY4630  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 SY4630  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 SY4630
 SY4630  HORZ ORDER  -  FIRST
 SY4630
 SY4630.The horizontal coordinates were established by classical geodetic methods
 SY4630.and adjusted by the National Geodetic Survey in December 1991..
 SY4630
 SY4630.The orthometric height was scaled from a topographic map.
 SY4630
 SY4630.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4630
 SY4630.The geoid height was determined by GEOID03.
 SY4630
 SY4630;                    North         East     Units Scale Factor Converg.
 SY4630;SPC WA N     -    57,178.684   378,087.005   MT  0.99999949   -1 12 17.5
 SY4630;SPC WA N     -   187,593.73  1,240,440.45   sFT  0.99999949   -1 12 17.5
 SY4630;UTM  10      - 5,261,180.980   541,297.251   MT  0.99962096   +0 24 15.6
 SY4630
 SY4630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4630!SPC WA N     -   1.00000313  x   0.99999949  =   1.00000262
 SY4630!UTM  10      -   1.00000313  x   0.99962096  =   0.99962408
 SY4630
 SY4630:                Primary Azimuth Mark                     Grid Az
 SY4630:SPC WA N     -  ALKI POINT LIGHTHOUSE                    017 10 06.8
 SY4630:UTM  10      -  ALKI POINT LIGHTHOUSE                    015 33 33.7
 SY4630
 SY4630|---------------------------------------------------------------------|
 SY4630| PID    Reference Object                     Distance      Geod. Az  |
 SY4630|                                                           dddmmss.s |
 SY4630| SY4631 ALKI POINT LIGHTHOUSE               APPROX. 8.5 KM 0155749.3 |
 SY4630| SY4650 W SEATTLE MUNICIPAL STANDPIPE       APPROX. 9.1 KM 0350253.5 |
 SY4630| SY4651 WEST SEATTLE JEFFERSON HS FLAG      APPROX. 8.1 KM 0380752.0 |
 SY4630| SY4621 MYRTLE STREET TANK                  APPROX. 6.9 KM 0534449.9 |
 SY4630| SY2802 VASHON IS RAD STA KOMO N MAST       APPROX. 4.3 KM 1702004.1 |
 SY4630| SY2803 VASHON IS RAD STA KOMO CEN MST      APPROX. 4.4 KM 1703649.4 |
 SY4630| SY2805 VASHON IS RAD STA KOMO S MAST       APPROX. 4.5 KM 1710629.8 |
 SY4630| CF6526 DOLPHIN RM 1                         11.028 METERS 19029     |
 SY4630| CF6528 DOLPHIN RM 3                          9.993 METERS 22636     |
 SY4630| CF6527 DOLPHIN RM 2                         10.696 METERS 26258     |
 SY4630| CF6529 DOLPHIN RM 4                         11.454 METERS 30757     |
 SY4630| SY4587 BLAKELY ROCK                        APPROX.10.4 KM 3475947.1 |
 SY4630|---------------------------------------------------------------------|
 SY4630
 SY4630                          SUPERSEDED SURVEY CONTROL
 SY4630
 SY4630  NAD 83(1986)-  47 30 09.89207(N)    122 27 05.88315(W) AD(       ) 1
 SY4630  NAD 27      -  47 30 10.53900(N)    122 27 01.42200(W) AD(       ) 1
 SY4630
 SY4630.Superseded values are not recommended for survey control.
 SY4630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4630.See file dsdata.txt to determine how the superseded data were derived.
 SY4630
 SY4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4129761181(NAD 83)
 SY4630_MARKER: DS = TRIANGULATION STATION DISK
 SY4630_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY4630
 SY4630  HISTORY     - Date     Condition        Report By
 SY4630  HISTORY     - 1921     MONUMENTED       CGS
 SY4630  HISTORY     - 1934     GOOD             WAGS
 SY4630  HISTORY     - 1936     GOOD             CGS
 SY4630  HISTORY     - 1943     GOOD             CGS
 SY4630  HISTORY     - 1947     GOOD             LOCSUR
 SY4630  HISTORY     - 1964     GOOD             CGS
 SY4630  HISTORY     - 1970     GOOD             NGS
 SY4630
 SY4630                          STATION DESCRIPTION
 SY4630
 SY4630'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4630'STATION LOCATED ON VASHON ISLAND, DOLPHIN POINT, ON EXTREME
 SY4630'HIGH-WATER LINE, 70 METERS E OF HOUSE OF MRS. M.E. SHOREY.
 SY4630'
 SY4630'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4630'CONCRETE.
 SY4630'
 SY4630'REFERENCE MARK NO.1 IS 2-1/2 METERS N OF THE STUB OF A FORMER
 SY4630'TELEGRAPH POLE.
 SY4630
 SY4630                          STATION RECOVERY (1934)
 SY4630
 SY4630'RECOVERY NOTE BY WASHINGTON GEODETIC SURVEY 1934
 SY4630'STATION RECOVERED AS DESCRIBED.  THE HOUSE REFERRED TO IN THE
 SY4630'ORIGINAL DESCRIPTION IS A TWO-STORY HOUSE.  A NEW ONE-STORY HOUSE
 SY4630'HAS BEEN BUILT TO THE N OF THAT ONE.
 SY4630'
 SY4630'THE STATION IS CLOSE TO THE WATERS EDGE, AND MAY BE COVERED BY
 SY4630'GRAVEL OR DRIFT.  THE E TANGENT TO BLAKE ISLAND SHOWS JUST CLEAR
 SY4630'OF THE NEAR BLUFF.  BOTH REFERENCE MARKS WERE RECOVERED IN PLACE.
 SY4630'
 SY4630'THE STATION IS ON DOLPHIN POINT, ABOUT 1 MILE SE OF THE FERRY
 SY4630'LANDING (KITSAP COUNTY TRANSPORTATION COMPANY) ON VASHON ISLAND,
 SY4630'LOCATED JUST BACK OF THE EXTREME HIGH-WATER LINE.
 SY4630
 SY4630                          STATION RECOVERY (1936)
 SY4630
 SY4630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY4630'RECOVERED AS DESCRIBED WITH ADDITIONS AS FOLLOWS--THE STATION IS ON
 SY4630'DOLPHIN POINT, ABOUT 1 MILE SE OF THE FERRY LANDING (KITSAP
 SY4630'COUNTY TRANSPORTATION COMPANY) ON VASHON ISLAND, 70 METERS E OF
 SY4630'HOUSE OF MRS. M.E. SHOREY WHICH IS A TWO-STORY WHITE HOUSE, AND
 SY4630'130.7 FEET SE OF SE CORNER OF ONE-STORY BUNGALOW ON LARGE LAWN.
 SY4630'
 SY4630'STATION IS ON EXTREME HIGH-WATER LINE AND MAY BE COVERED BY
 SY4630'GRAVEL AND DIRT.  THE E TANGENT TO BLAKE ISLAND SHOWN JUST CLEAR
 SY4630'OF THE NEAR BLUFF.
 SY4630
 SY4630                          STATION RECOVERY (1943)
 SY4630
 SY4630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4630'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 SY4630'CONDITION.  STATION IS A BRONZE DISK SET IN CONCRETE IN THE GRAVEL
 SY4630'ON DOLPHIN POINT IN BACK PART OF DRIFTWOOD LINE.  IT IS NOW
 SY4630'COVERED WITH GRAVEL 6 INCHES DEEP.  STATION IS 38.40 METERS
 SY4630'S. 64 DEG E. (TRUE) FROM SE CORNER OF A HOUSE.  A 20-INCH MADRONA
 SY4630'TREE IS ON LINE BETWEEN STATION AND THIS CORNER OF HOUSE,
 SY4630'DISTANT 24.52 METERS FROM STATION.  STATION IS ALSO 50.12 METERS
 SY4630'N. 52 DEG E. (TRUE) FROM SE CORNER OF ANOTHER HOUSE.
 SY4630'
 SY4630'REFERENCE MARK 1 IS A BRONZE DISK SET IN CONCRETE IN GRAVEL BEACH,
 SY4630'EXTENDING 8 INCHES ABOVE SURFACE OF GRAVEL.  IT IS 11.023 METERS
 SY4630'S. 11 DEG W. (TRUE) FROM STATION.
 SY4630'
 SY4630'REFERENCE MARK 2 IS A BRONZE DISK SET IN CONCRETE IN LAWN, FLUSH
 SY4630'WITH GROUND.  IT IS 10.695 METERS S. 81 DEG W. (TRUE) FROM STATION.
 SY4630
 SY4630                          STATION RECOVERY (1947)
 SY4630
 SY4630'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947
 SY4630'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  R.M. 1 IS
 SY4630'SW OF STATION, AT EDGE OF SHINGLE.  R.M. 2 IS WITHIN WELL-TENDED
 SY4630'LAWN TO W.
 SY4630'
 SY4630'STATION IS COVERED LIGHTLY WITH SMALL BEACH GRAVEL TO DEPTH OF
 SY4630'6 INCHES MORE OR LESS.  STATION CAN BE REACHED FROM SHORE SIDE BY
 SY4630'A FOOTPATH LEADING FROM TOP OF BLUFF TO THE HOME OF AUSTIN TAYLOR
 SY4630'UPON WHOSE PROPERTY THE STATION AND REFERENCE MARKS LIE.
 SY4630
 SY4630                          STATION RECOVERY (1964)
 SY4630
 SY4630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY4630'STATION IS ON DOLPHIN POINT, THE NORTHEAST CORNER OF VASHON ISLAND,
 SY4630'ABOUT 3/4 MILE SOUTHEAST OF THE FERRY DOCK.
 SY4630'
 SY4630'THE STATION MARK IS ABOUT 9 YARDS WEST OF THE PRESENT HIGH-WATER
 SY4630'LINE AND COVERED WITH ABOUT 6 INCHES OF GRAVEL.  IT IS 54 YARDS
 SY4630'NORTHEAST OF A SMALL WHITE HOUSE AND 5 FEET SOUTHEAST OF THE
 SY4630'PROLONGATION OF THE SOUTHEAST SIDE OF THIS HOUSE, 50 FEET EAST OF
 SY4630'A 16-INCH BLUE SPRUCE TREE, 42 YARDS EAST-SOUTHEAST OF MR.
 SY4630'TAYLORS HOUSE AND 47 FEET NORTHEAST OF THE PROLONGATION OF THE
 SY4630'NORTHEAST SIDE OF THIS HOUSE.
 SY4630'
 SY4630'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS 28 FEET SOUTHEAST
 SY4630'OF THE PROLONGATION OF THE SOUTHEAST SIDE OF THE SMALL HOUSE.
 SY4630'
 SY4630'REFERENCE MARK NO. 2 IS IN A SQUARE CONCRETE POST FLUSH WITH THE
 SY4630'LAWN, (POST DOES NOT COVER WITH GRASS).  IT IS 16 FEET
 SY4630'EAST-SOUTHEAST OF THE 16-INCH BLUE SPRUCE TREE AND 42.1 FEET
 SY4630'NORTHWEST OF R. M. NO. 1.
 SY4630'
 SY4630'TO REACH FROM THE FERRY DOCK AT THE NORTH END OF VASHON ISLAND,
 SY4630'GO SOUTH ON THE BLACKTOP ROAD FOR 0.25 MILE TO A CROSSROAD, TURN
 SY4630'LEFT ON SW 112TH ST. AND GO EAST 0.15 MILE, TAKE RIGHT FORK 0.15
 SY4630'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST 0.1 MILE, TAKE
 SY4630'LEFT FORK 0.35 MILE TO THE END OF THE ROAD.  PASS THROUGH GATE
 SY4630'AND WALK DOWN THE FOOT PATH TO MR. TAYLORS HOUSE ON THE BEACH
 SY4630'AND THE STATION AS DESCRIBED.
 SY4630
 SY4630                          STATION RECOVERY (1970)
 SY4630
 SY4630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SY4630'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 SY4630'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND WASHED OUT OF THE
 SY4630'GROUND BY WAVE ACTION.  THE DISK WAS REMOVED FROM THE CONCRETE
 SY4630'POST.  THE STATION MARK IS AT PRESENT 18 INCHES BELOW THE GRAVEL
 SY4630'BANK WHICH HAS PILED UP AT THE HIGH WATER LINE.  REFERENCE MARKS
 SY4630'3 AND 4 WERE ESTABLISHED.
 SY4630'
 SY4630'THE STATION IS ON DOLPHIN POINT, THE NORTHEAST TIP OF VASHON
 SY4630'ISLAND, ABOUT 3/4 MILE SOUTHEAST OF THE FERRY DOCK AND ON PROPERTY
 SY4630'OWNED BY MR. AUSTIN TAYLOR WHO LIVES AT THE STATION SITE.
 SY4630'
 SY4630'TO REACH FROM THE SOUTH END OF THE FERRY DOCK WHICH IS AT THE
 SY4630'NORTH END OF VASHON ISLAND, GO SOUTH ON THE BLACKTOP ROAD FOR 0.25
 SY4630'MILE TO A CROSSROAD, TURN LEFT ON SW 112TH ST. AND GO EAST 0.15
 SY4630'MILE, TAKE RIGHT FORK 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 SY4630'AND GO EAST 0.1 MILE, TAKE LEFT FORK 0.35 MILE TO THE END OF THE
 SY4630'ROAD AT THE BOTTOM OF THE HILL, AND MR. TAYLORS HOUSE ON THE
 SY4630'LEFT.  WALK SOUTHEAST ABOUT 75 YARDS TO THE LARGE BLUE SPRUCE
 SY4630'TREE ON THE POINT AND THE STATION.
 SY4630'
 SY4630'THE STATION MARK, STAMPED DOLPHIN 1921, IS A STANDARD DISK SET
 SY4630'IN CONCRETE 18 INCHES BELOW THE TOP OF THE GRAVEL BANK ALONG THE
 SY4630'EDGE OF THE BEACH, 164.5 FEET EAST OF THE SOUTHEAST CORNER OF A
 SY4630'SMALL HOUSE AT THE BOTTOM OF THE BANK, 123 FEET SOUTHEAST OF A
 SY4630'METAL PLUG IN THE SOUTHEAST CORNER OF THE CONCRETE LANDING AT THE
 SY4630'BOTTOM OF THE STEPS AT THE SOUTHEAST CORNER OF MR. TAYLORS
 SY4630'HOUSE, 49.5 FEET SOUTHEAST OF A 14-INCH BLUE SPRUCE TREE AND 5.7
 SY4630'FEET SOUTH OF THE PROJECTED SOUTH SIDE OF THE SMALL HOUSE
 SY4630'WEST OF THE STATION.
 SY4630'
 SY4630'REFERENCE MARK NO. 2, A STANDARD DISK, UNSTAMPED, SET IN A SQUARE
 SY4630'CONCRETE POST FLUSH WITH THE LAWN, IS 16 FEET SOUTH-SOUTHEAST
 SY4630'OF THE 14-INCH BLUE SPRUCE TREE AND 12.5 FEET NORTH OF THE
 SY4630'PROJECTED SOUTH SIDE OF THE SMALL HOUSE.  THIS MARK IS 0.5 FOOT
 SY4630'HIGHER THAN THE STATION MARK AND DOES NOT COVER WITH GRASS.
 SY4630'
 SY4630'REFERENCE MARK NO. 3, STAMPED DOLPHIN 1921 NO 3 1970, IS A
 SY4630'STANDARD DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND
 SY4630'AT THE SOUTH EDGE OF THE LAWN AND THE NORTH EDGE OF THE GRAVEL BANK
 SY4630'ALONG THE BEACH, 36 FEET SOUTH OF THE 14-INCH BLUE SPRUCE TREE AND
 SY4630'9 FEET SOUTH OF THE PROJECTED SOUTH SIDE OF THE SMALL HOUSE.
 SY4630'THIS MARK IS APPROXIMATELY THE SAME ELEVATION AS THE STATION
 SY4630'MARK.
 SY4630'
 SY4630'REFERENCE MARK NO. 4, STAMPED DOLPHIN 1921 NO 4 1970, IS A
 SY4630'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1
 SY4630'INCH.  IT IS 28.5 FEET EAST-NORTHEAST OF THE 14-INCH BLUE SPRUCE
 SY4630'TREE, 1 FOOT EAST OF THE SOUTH END OF A PLANK SIDEWALK ALONG THE
 SY4630'BEACH AND ABOUT 1 FOOT HIGHER THAN THE STATION MARK.
 SY4630'
 SY4630'THERE IS NO SUITABLE PLACE FOR A PRACTICAL AZIMUTH MARK AT THIS
 SY4630'STATION.
 SY4630'
 SY4630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4630'5 MILES NORTH OF VASHON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1902 ***********************************************************************
 TR1902  DESIGNATION -  DOLPHIN
 TR1902  PID         -  TR1902
 TR1902  STATE/COUNTY-  WA/SKAGIT
 TR1902  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1902
 TR1902                         *CURRENT SURVEY CONTROL
 TR1902  ___________________________________________________________________
 TR1902* NAD 83(1991)-  48 31 18.62554(N)    122 36 15.53606(W)     ADJUSTED  
 TR1902* NAVD 88     -                                                        
 TR1902  ___________________________________________________________________
 TR1902  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 TR1902  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 TR1902
 TR1902  HORZ ORDER  -  THIRD
 TR1902
 TR1902.The horizontal coordinates were established by classical geodetic methods
 TR1902.and adjusted by the National Geodetic Survey in December 1991..
 TR1902
 TR1902
 TR1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1902
 TR1902.The geoid height was determined by GEOID03.
 TR1902
 TR1902;                    North         East     Units Scale Factor Converg.
 TR1902;SPC WA N     -   170,710.427   369,193.998   MT  0.99996709   -1 19 06.7
 TR1902;SPC WA N     -   560,072.46  1,211,263.98   sFT  0.99996709   -1 19 06.7
 TR1902;UTM  10      - 5,374,378.853   529,217.354   MT  0.99961049   +0 17 47.2
 TR1902
 TR1902                          SUPERSEDED SURVEY CONTROL
 TR1902
 TR1902  NAD 83(1986)-  48 31 18.62900(N)    122 36 15.54067(W) AD(       ) 4
 TR1902  NAD 27      -  48 31 19.25000(N)    122 36 10.92400(W) AD(       ) 3
 TR1902
 TR1902.Superseded values are not recommended for survey control.
 TR1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1902.See file dsdata.txt to determine how the superseded data were derived.
 TR1902
 TR1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2921774379(NAD 83)
 TR1902
 TR1902  HISTORY     - Date     Condition        Report By
 TR1902  HISTORY     - UNK      MONUMENTED
 TR1902  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1902
 TR1902                          STATION DESCRIPTION
 TR1902
 TR1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1902'STATION LOST.  NOT RECOVERABLE DUE TO NATURE OF OBJECT AND LACK
 TR1902'OF PREVIOUS DESCRIPTION.  THERE ARE NO DOLPHINS IN THE IMMEDIATE
 TR1902'VICINITY AT THE PRESENT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2360 ***********************************************************************
 TR2360  DESIGNATION -  DOLPHIN
 TR2360  PID         -  TR2360
 TR2360  STATE/COUNTY-  WA/CLALLAM
 TR2360  USGS QUAD   -  SEQUIM (1985)
 TR2360
 TR2360                         *CURRENT SURVEY CONTROL
 TR2360  ___________________________________________________________________
 TR2360* NAD 83(1991)-  48 06 51.46898(N)    123 03 29.73569(W)     ADJUSTED  
 TR2360* NAVD 88     -                                                        
 TR2360  ___________________________________________________________________
 TR2360  LAPLACE CORR-          -9.06  (seconds)                    DEFLEC99
 TR2360  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 TR2360
 TR2360  HORZ ORDER  -  THIRD
 TR2360
 TR2360.The horizontal coordinates were established by classical geodetic methods
 TR2360.and adjusted by the National Geodetic Survey in December 1991..
 TR2360
 TR2360
 TR2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2360
 TR2360.The geoid height was determined by GEOID03.
 TR2360
 TR2360;                    North         East     Units Scale Factor Converg.
 TR2360;SPC WA N     -   126,284.649   334,363.792   MT  0.99994226   -1 39 23.4
 TR2360;SPC WA N     -   414,318.89  1,096,991.87   sFT  0.99994226   -1 39 23.4
 TR2360;UTM  10      - 5,329,005.623   495,663.681   MT  0.99960023   -0 02 36.1
 TR2360
 TR2360                          SUPERSEDED SURVEY CONTROL
 TR2360
 TR2360  NAD 83(1986)-  48 06 51.46887(N)    123 03 29.74098(W) AD(       ) 4
 TR2360  NAD 27      -  48 06 52.12000(N)    123 03 25.08000(W) AD(       ) 3
 TR2360
 TR2360.Superseded values are not recommended for survey control.
 TR2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2360.See file dsdata.txt to determine how the superseded data were derived.
 TR2360
 TR2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9566429006(NAD 83)
 TR2360_MARKER: 12 = DOLPHIN
 TR2360
 TR2360  HISTORY     - Date     Condition        Report By
 TR2360  HISTORY     - 1926     FIRST OBSERVED   CGS
 TR2360  HISTORY     - 1962     MARK NOT FOUND   CGS
 TR2360
 TR2360                          STATION DESCRIPTION
 TR2360
 TR2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR2360'THE STATION IS LOST.  THERE IS NO DOLPHIN AT THE STATION SITE, AS
 TR2360'DETERMINED FROM STATION GARAGE (GAR), 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2853 ***********************************************************************
 RD2853  DESIGNATION -  DOLPHIN NEAR LEISER
 RD2853  PID         -  RD2853
 RD2853  STATE/COUNTY-  WA/CLARK
 RD2853  USGS QUAD   -  MOUNT TABOR (1990)
 RD2853
 RD2853                         *CURRENT SURVEY CONTROL
 RD2853  ___________________________________________________________________
 RD2853* NAD 83(1991)-  45 36 23.51801(N)    122 35 25.33447(W)     ADJUSTED  
 RD2853* NAVD 88     -                                                        
 RD2853  ___________________________________________________________________
 RD2853  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 RD2853  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 RD2853
 RD2853  HORZ ORDER  -  THIRD
 RD2853
 RD2853.The horizontal coordinates were established by classical geodetic methods
 RD2853.and adjusted by the National Geodetic Survey in December 1991..
 RD2853
 RD2853
 RD2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2853
 RD2853.The geoid height was determined by GEOID03.
 RD2853
 RD2853;                    North         East     Units Scale Factor Converg.
 RD2853;SPC WA S     -    32,527.609   336,938.516   MT  1.00005911   -1 31 06.4
 RD2853;SPC WA S     -   106,717.66  1,105,439.11   sFT  1.00005911   -1 31 06.4
 RD2853;SPC OR N     -   217,673.033 2,336,959.693   MT  0.99992375   -1 28 56.9
 RD2853;SPC OR N     -   714,150.37  7,667,190.59   iFT  0.99992375   -1 28 56.9
 RD2853;UTM  10      - 5,050,413.689   531,942.614   MT  0.99961254   +0 17 33.7
 RD2853
 RD2853                          SUPERSEDED SURVEY CONTROL
 RD2853
 RD2853  NAD 83(1991)-  45 36 23.51801(N)    122 35 25.33447(W) AD(       ) 4
 RD2853  NAD 83(1986)-  45 36 23.53510(N)    122 35 25.33796(W) AD(       ) 4
 RD2853  NAD 27      -  45 36 24.11400(N)    122 35 20.99700(W) AD(       ) 3
 RD2853
 RD2853.Superseded values are not recommended for survey control.
 RD2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2853.See file dsdata.txt to determine how the superseded data were derived.
 RD2853
 RD2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3194350414(NAD 83)
 RD2853_MARKER: 12 = DOLPHIN
 RD2853
 RD2853  HISTORY     - Date     Condition        Report By
 RD2853  HISTORY     - 1938     FIRST OBSERVED   USE
 RD2853  HISTORY     - 1945     GOOD             CGS
 RD2853
 RD2853                          STATION DESCRIPTION
 RD2853
 RD2853'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2853'THE WHITEWASHED DOLPHIN DESCRIBED BY W.M.S. IN 1938 IS THE DOLPHIN
 RD2853'FOR THE OLD LEISER POINT LIGHT.  THE LIGHT HAS BEEN MOVED, BUT THE
 RD2853'DOLPHIN IS INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4436 ***********************************************************************
 SY4436  DESIGNATION -  DOME
 SY4436  PID         -  SY4436
 SY4436  STATE/COUNTY-  WA/KING
 SY4436  USGS QUAD   -  POVERTY BAY (1994)
 SY4436
 SY4436                         *CURRENT SURVEY CONTROL
 SY4436  ___________________________________________________________________
 SY4436* NAD 83(1991)-  47 36 48.66876(N)    122 18 34.22626(W)     ADJUSTED  
 SY4436* NAVD 88     -       127.     (meters)     417.     (feet)  SCALED    
 SY4436  ___________________________________________________________________
 SY4436  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 SY4436  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY4436
 SY4436  HORZ ORDER  -  THIRD
 SY4436
 SY4436.The horizontal coordinates were established by classical geodetic methods
 SY4436.and adjusted by the National Geodetic Survey in December 1991..
 SY4436
 SY4436.The orthometric height was scaled from a topographic map.
 SY4436
 SY4436.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4436
 SY4436.The geoid height was determined by GEOID03.
 SY4436
 SY4436;                    North         East     Units Scale Factor Converg.
 SY4436;SPC WA N     -    69,276.617   389,028.690   MT  0.99998076   -1 05 56.5
 SY4436;SPC WA N     -   227,285.03  1,276,338.29   sFT  0.99998076   -1 05 56.5
 SY4436;UTM  10      - 5,273,576.885   551,891.062   MT  0.99963309   +0 30 36.1
 SY4436
 SY4436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4436!SPC WA N     -   0.99998380  x   0.99998076  =   0.99996456
 SY4436!UTM  10      -   0.99998380  x   0.99963309  =   0.99961689
 SY4436
 SY4436                          SUPERSEDED SURVEY CONTROL
 SY4436
 SY4436  NAD 83(1986)-  47 36 48.66689(N)    122 18 34.22265(W) AD(       ) 4
 SY4436  NAD 27      -  47 36 49.31000(N)    122 18 29.77900(W) AD(       ) 3
 SY4436
 SY4436.Superseded values are not recommended for survey control.
 SY4436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4436.See file dsdata.txt to determine how the superseded data were derived.
 SY4436
 SY4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5189173577(NAD 83)
 SY4436
 SY4436  HISTORY     - Date     Condition        Report By
 SY4436  HISTORY     - UNK      MONUMENTED
 SY4436  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4436  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 SY4436
 SY4436                          STATION DESCRIPTION
 SY4436
 SY4436'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4436'STATION WOULD BE IN THE BLOCK BOUNDED BY SEVENTEENTH AND EIGHTEENTH
 SY4436'AVENUES N AND E UNION AND E PIKE STREETS.  THIS BLOCK IS NOW
 SY4436'OCCUPIED BY THE NEW T.T. MINOR GRADE SCHOOL AND PLAYGROUNDS.  A
 SY4436'SCHOOL BUILDING WITH A DOME STRUCTURE UPON IT FORMERLY WAS LOCATED
 SY4436'IN THIS BLOCK AND THIS EVIDENTLY CARRIED THE STATION OCCUPIED IN
 SY4436'1899.
 SY4436'
 SY4436'GILBERTS DESCRIPTION STATES THAT STATION WAS KNOB ON DOME OF
 SY4436'SCHOOL BUILDING.  FRENCH USED SAME IN 1902 AND 1908.
 SY4436'
 SY4436'STATION SHOULD BE CONSIDERED DESTROYED.
 SY4436
 SY4436                          STATION RECOVERY (2002)
 SY4436
 SY4436'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1334 ***********************************************************************
 TR1334  DESIGNATION -  DOME
 TR1334  PID         -  TR1334
 TR1334  STATE/COUNTY-  WA/ISLAND
 TR1334  USGS QUAD   -  OAK HARBOR (1973)
 TR1334
 TR1334                         *CURRENT SURVEY CONTROL
 TR1334  ___________________________________________________________________
 TR1334* NAD 83(1991)-  48 17 40.12522(N)    122 37 51.07976(W)     ADJUSTED  
 TR1334* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 TR1334  ___________________________________________________________________
 TR1334  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 TR1334  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 TR1334
 TR1334  HORZ ORDER  -  SECOND
 TR1334
 TR1334.The horizontal coordinates were established by classical geodetic methods
 TR1334.and adjusted by the National Geodetic Survey in December 1991..
 TR1334
 TR1334.The orthometric height was scaled from a topographic map.
 TR1334
 TR1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1334
 TR1334.The geoid height was determined by GEOID03.
 TR1334
 TR1334;                    North         East     Units Scale Factor Converg.
 TR1334;SPC WA N     -   145,481.722   366,643.643   MT  0.99994699   -1 20 17.9
 TR1334;SPC WA N     -   477,301.28  1,202,896.69   sFT  0.99994699   -1 20 17.9
 TR1334;UTM  10      - 5,349,097.058   527,379.424   MT  0.99960921   +0 16 32.1
 TR1334
 TR1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1334!SPC WA N     -   0.99999549  x   0.99994699  =   0.99994248
 TR1334!UTM  10      -   0.99999549  x   0.99960921  =   0.99960470
 TR1334
 TR1334:                Primary Azimuth Mark                     Grid Az
 TR1334:SPC WA N     -  POLNELL                                  115 45 39.3
 TR1334:UTM  10      -  POLNELL                                  114 08 49.3
 TR1334
 TR1334|---------------------------------------------------------------------|
 TR1334| PID    Reference Object                     Distance      Geod. Az  |
 TR1334|                                                           dddmmss.s |
 TR1334| TR0465 POLNELL                             APPROX. 5.8 KM 1142521.4 |
 TR1334| CF8629 DOME RM 1                            13.851 METERS 15322     |
 TR1334| TR1339 WHIDBEY IS NAS OAK HBR PAT MST      APPROX. 1.6 KM 1760707.7 |
 TR1334| TR1330 OAK HARBOR LIGHT 1                  APPROX. 3.1 KM 1992247.7 |
 TR1334| TR1367 OAK HARBOR LIGHT 3                  APPROX. 2.5 KM 2201303.8 |
 TR1334| CF8630 DOME RM 2                            13.909 METERS 24227     |
 TR1334| TR1377 OAK HARBOR WATER TANK               APPROX. 1.3 KM 2524950.6 |
 TR1334| TR1332 204 PLUS 20 TP 1952                  48.869 METERS 31323     |
 TR1334|---------------------------------------------------------------------|
 TR1334
 TR1334                          SUPERSEDED SURVEY CONTROL
 TR1334
 TR1334  NAD 83(1986)-  48 17 40.12932(N)    122 37 51.08616(W) AD(       ) 2
 TR1334  NAD 27      -  48 17 40.77200(N)    122 37 46.47400(W) AD(       ) 2
 TR1334
 TR1334.Superseded values are not recommended for survey control.
 TR1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1334.See file dsdata.txt to determine how the superseded data were derived.
 TR1334
 TR1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2737949097(NAD 83)
 TR1334
 TR1334  HISTORY     - Date     Condition        Report By
 TR1334  HISTORY     - 1951     MONUMENTED       CGS
 TR1334  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR1334  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1334
 TR1334                          STATION DESCRIPTION
 TR1334
 TR1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 TR1334'STATION IS LOCATED ON THE NORTHERN END OF WHIDBEY ISLAND AT THE
 TR1334'WESTERN SIDE OF CRESCENT HARBOR.  STATION IS A 1/4 IN CROSS
 TR1334'STAMPED ATOP THE METAL VENT ON THE CENTER OF A LARGE CONCRETE
 TR1334'WATER TANK WHICH IS LOCATED ON A HILL APPROXIMATELY 0.4 MI. NNE
 TR1334'OF THE NAVAL AIR STATION ADMINISTRATION BUILDING.
 TR1334'
 TR1334'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISC STAMPED R. M. NO. 1
 TR1334'AND IS CEMENTED IN A DRILL HOLE IN THE PARAPET WALL OF THE TANK
 TR1334'AND ROUGHLY ON LINE WITH THE NAVAL AIR STATION CONTROL TOWER.
 TR1334'
 TR1334'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISC STAMPED R. M. NO. 2
 TR1334'AND CEMENTED IN A DRILL HOLE IN THE PARAPET WALL OF THE TANK AND
 TR1334'ROUGHLY ON LINE WITH THE OAK HARBOR WATER TANK.
 TR1334
 TR1334                          STATION RECOVERY (1954)
 TR1334
 TR1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR1334'THE STATION AND REFERENCE MARKS WERE RECOVERED, AS DESCRIBED, IN
 TR1334'GOOD CONDITION AND THE DISTANCES AND DIRECTIONS TO THE MARKS WERE
 TR1334'CHECKED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 TR1334'
 TR1334'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 TR1334
 TR1334                          STATION RECOVERY (1960)
 TR1334
 TR1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1334'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1334'CONDITION AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE AND COMPLETE
 TR1334'WITH THE FOLLOWING ADDITIONS AND CORRECTIONS--
 TR1334'
 TR1334'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED RM DOME NO
 TR1334'1 1951.  THE DISTANCE TO THE MARK WAS CHECKED AND FOUND TO AGREE
 TR1334'WITH THE DISTANCE IN THE DESCRIPTION.
 TR1334'
 TR1334'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED RM DOME NO
 TR1334'2 1951.  THE DISTANCE TO THE MARK WAS CHECKED AND FOUND TO AGREE
 TR1334'WITH THE DISTANCE IN THE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0868 ***********************************************************************
 TO0868  DESIGNATION -  DOME
 TO0868  PID         -  TO0868
 TO0868  STATE/COUNTY-  WA/STEVENS
 TO0868  USGS QUAD   -  ONION CREEK (1982)
 TO0868
 TO0868                         *CURRENT SURVEY CONTROL
 TO0868  ___________________________________________________________________
 TO0868* NAD 83(1991)-  48 51 36.68010(N)    117 52 24.90711(W)     ADJUSTED  
 TO0868* NAVD 88     -       571.5    (meters)    1875.     (feet)  VERTCON   
 TO0868  ___________________________________________________________________
 TO0868  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 TO0868  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TO0868
 TO0868  HORZ ORDER  -  SECOND
 TO0868
 TO0868.The horizontal coordinates were established by classical geodetic methods
 TO0868.and adjusted by the National Geodetic Survey in December 1991..
 TO0868
 TO0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0868
 TO0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0868
 TO0868.The geoid height was determined by GEOID03.
 TO0868
 TO0868;                    North         East     Units Scale Factor Converg.
 TO0868;SPC WA N     -   211,006.521   717,127.774   MT  1.00002633   +2 12 12.9
 TO0868;SPC WA N     -   692,277.23  2,352,776.71   sFT  1.00002633   +2 12 12.9
 TO0868;UTM  11      - 5,412,281.719   435,925.444   MT  0.99965044   -0 39 28.5
 TO0868
 TO0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0868!SPC WA N     -   0.99991311  x   1.00002633  =   0.99993944
 TO0868!UTM  11      -   0.99991311  x   0.99965044  =   0.99956358
 TO0868
 TO0868|---------------------------------------------------------------------|
 TO0868| PID    Reference Object                     Distance      Geod. Az  |
 TO0868|                                                           dddmmss.s |
 TO0868| CF1356 DOME RM 1                             5.154 METERS 13014     |
 TO0868| TO0886 PEPOON                              APPROX. 2.3 KM 3302801.7 |
 TO0868|---------------------------------------------------------------------|
 TO0868
 TO0868                          SUPERSEDED SURVEY CONTROL
 TO0868
 TO0868  NAD 83(1986)-  48 51 36.67972(N)    117 52 24.90507(W) AD(       ) 2
 TO0868  NAD 27      -  48 51 37.01500(N)    117 52 20.95600(W) AD(       ) 2
 TO0868  NGVD 29 (07/19/86)  570.3    (m)         1871.     (f) VERT ANG       
 TO0868
 TO0868.Superseded values are not recommended for survey control.
 TO0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0868.See file dsdata.txt to determine how the superseded data were derived.
 TO0868
 TO0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ3592512282(NAD 83)
 TO0868_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0868_SETTING: 66 = SET IN ROCK OUTCROP
 TO0868_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TO0868
 TO0868  HISTORY     - Date     Condition        Report By
 TO0868  HISTORY     - 1937     MONUMENTED       BOR
 TO0868  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TO0868
 TO0868                          STATION DESCRIPTION
 TO0868
 TO0868'DESCRIBED BY US BUREAU OF RECLAMATION 1937 (CMB)
 TO0868'LOCATED IN THE NW 1/4 SEC. 27, T. 39 N., R. 39 E. WM, ON A
 TO0868'CONSPICUOUS LIMESTONE DOME, APPROXIMATELY 500 FEET E OF AND 200
 TO0868'FEET ABOVE STATE HIGHWAY 22.  THE DOME IS CUT BY A N-S DRAW,
 TO0868'FORMING A SADDLE IN THE SUMMIT.  THE STATION IS APPROXIMATELY 80
 TO0868'FEET W OF THIS SADDLE ON THE W EDGE OF THE SUMMIT.  THE DOME
 TO0868'EXTENDS W AS A LOW ROCKY RIDGE TO THE HIGHWAY, THEN REAPPEARS AS
 TO0868'A LOW DOME 75 FEET HIGH 100 FEET W OF HIGHWAY.
 TO0868'
 TO0868'TO REACH STATION FROM MARCUS POST OFFICE, GO N ON STATE HIGHWAY
 TO0868'22.  AT 0.60 CROSS RAILROAD.  AT 5.70 PASS EVANS.  AT 8.70 PASS
 TO0868'BOSSBURG.  AT 14.75 CROSS RAILROAD.  AT 16.85 CROSS RAILROAD.  AT
 TO0868'19.75 PASS CROSS ROAD TO MARBLE.  AT 21.20 TURN RIGHT OFF HIGHWAY,
 TO0868'JUST BEFORE A LONG CURVE TO RIGHT IN HIGHWAY AND FOLLOW OLD ROAD
 TO0868'ABOUT 200 FEET.  LEAVE CAR AT 21.25 AND PROCEED ON FOOT ACROSS
 TO0868'OLD FENCE AND BENCH E TO LIMESTONE OUTCROP.  FOLLOW ALONG RIDGE
 TO0868'OF OUTCROP NE TO SUMMIT OF DOME AND STATION.
 TO0868'
 TO0868'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 TO0868'RESPECTIVELY.
 TO0868'
 TO0868'HEIGHT OF STAND ABOVE STATION MARK - 1.23 METERS.
 TO0868
 TO0868                          STATION RECOVERY (1947)
 TO0868
 TO0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TO0868'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 TO0868'DESCRIBED BY THE U.S.B.R. IN 1937.  THE FOLLOWING SHOULD BE ADDED--
 TO0868'
 TO0868'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK STAMPED
 TO0868'DOME 1937.  A 4-FOOT WOODEN STAND ANCHORED IN A ROCK CAIRN IS OVER
 TO0868'THE STATION.
 TO0868'
 TO0868'R.M. 1 IS E OF THE STATION.  IT IS A CHISELED CROSS INSIDE A
 TO0868'TRIANGLE IN OUTCROPPING BEDROCK.
 TO0868'
 TO0868'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22
 TO0868'(FOURTH STREET) AND CENTER AVENUE IN NORTHPORT, PROCEED S ALONG
 TO0868'HIGHWAY 22 FOR 6.5 MILES TO THE STATION ON THE LEFT (E), ON THE
 TO0868'SUMMIT OF A CONSPICUOUS LIMESTONE DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1141 ***********************************************************************
 SB1141  DESIGNATION -  DOME
 SB1141  PID         -  SB1141
 SB1141  STATE/COUNTY-  WA/YAKIMA
 SB1141  USGS QUAD   -  FOUNDATION RIDGE (1987)
 SB1141
 SB1141                         *CURRENT SURVEY CONTROL
 SB1141  ___________________________________________________________________
 SB1141* NAD 83(1991)-  46 34 33.78895(N)    121 06 34.08095(W)     ADJUSTED  
 SB1141* NAVD 88     -      2010.2    (meters)    6595.     (feet)  VERTCON   
 SB1141  ___________________________________________________________________
 SB1141  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 SB1141  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 SB1141
 SB1141  HORZ ORDER  -  THIRD
 SB1141
 SB1141.The horizontal coordinates were established by classical geodetic methods
 SB1141.and adjusted by the National Geodetic Survey in December 1991..
 SB1141
 SB1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1141
 SB1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1141
 SB1141.The geoid height was determined by GEOID03.
 SB1141
 SB1141;                    North         East     Units Scale Factor Converg.
 SB1141;SPC WA S     -   138,308.422   453,285.465   MT  0.99991461   -0 26 33.8
 SB1141;SPC WA S     -   453,766.88  1,487,154.06   sFT  0.99991461   -0 26 33.8
 SB1141;UTM  10      - 5,159,790.182   644,860.370   MT  0.99985794   +1 22 23.9
 SB1141
 SB1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1141!SPC WA S     -   0.99968800  x   0.99991461  =   0.99960263
 SB1141!UTM  10      -   0.99968800  x   0.99985794  =   0.99954598
 SB1141
 SB1141|---------------------------------------------------------------------|
 SB1141| PID    Reference Object                     Distance      Geod. Az  |
 SB1141|                                                           dddmmss.s |
 SB1141| CS4922 DOME RM 2                            10.025 METERS 06808     |
 SB1141| SB1136 COWICHE                             APPROX.15.9 KM 0860045.5 |
 SB1141| CS4921 DOME RM 1                             7.379 METERS 24714     |
 SB1141|---------------------------------------------------------------------|
 SB1141
 SB1141                          SUPERSEDED SURVEY CONTROL
 SB1141
 SB1141  NAD 83(1986)-  46 34 33.80161(N)    121 06 34.07253(W) AD(       ) 3
 SB1141  NGVD 29 (11/26/90) 2008.9    (m)         6591.     (f) VERT ANG       
 SB1141
 SB1141.Superseded values are not recommended for survey control.
 SB1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1141.See file dsdata.txt to determine how the superseded data were derived.
 SB1141
 SB1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS4486059790(NAD 83)
 SB1141_MARKER: DS = TRIANGULATION STATION DISK
 SB1141_SETTING: 66 = SET IN ROCK OUTCROP
 SB1141_SP_SET: SET IN BEDROCK
 SB1141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB1141+STABILITY: POSITION/ELEVATION WELL
 SB1141
 SB1141  HISTORY     - Date     Condition        Report By
 SB1141  HISTORY     - 1966     MONUMENTED       USGS
 SB1141
 SB1141                          STATION DESCRIPTION
 SB1141
 SB1141'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SB1141'LOCATED ABOUT 14 MI SE. OF WHITE PASS, ABOUT 3.5 MI SSE. OF EAST
 SB1141'END OF RIMROCK LAKE.  ON DOME PEAK.
 SB1141'
 SB1141'TO REACH FROM TAMPICO GENERAL MERCHANDISE STORE AT Y-RD., TAKE
 SB1141'RIGHT FORK 7.6 MI NW. TO Y-RD.  LEAVE MAIN RD. TAKING RIGHT FORK
 SB1141'RD. 2.5 MI TO T-RD. N., FOLLOW MAIN RD. 1 MI CROSSING CREEK TO
 SB1141'Y-RD.  TAKE RIGHT FORK 0.5 MI TO T-RD. W., FOLLOW MAIN RD. 0.3 MI
 SB1141'N. TO Y-RD.  TAKE RIGHT FORK 0.3 MI TO Y-RD., TAKE RIGHT FORK
 SB1141'FOLLOWING MAIN RD. (UPHILL) 5.6 MI TO Y-RD. (LEFT FORK LEADS TO
 SB1141'GREEN LAKE AND NGS STATION DARLIN), TAKE RIGHT FORK 0.7 MI TO
 SB1141'JEEP TRAIL N. AT SADDLE.  USING 4-WHEEL DRIVE FOLLOW JEEP TRAIL
 SB1141'ACROSS MEADOW 3 MI.  HIKE N. TO TOP AND STATION.  10-MIN. PACK.
 SB1141'
 SB1141'STATION MARK--STANDARD TABLET STAMPED---DOME 1966---, CEMENTED IN
 SB1141'SOLID ROCK IN PLACE.
 SB1141'
 SB1141'RM 1--STANDARD RM TABLET STAMPED---RM 1---, CEMENTED IN SOLID ROCK
 SB1141'IN PLACE.
 SB1141'
 SB1141'RM 2--STANDARD RM TABLET STAMPED---RM 2---, CEMENTED IN SOLID ROCK
 SB1141'IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0501 ***********************************************************************
 TQ0501  DESIGNATION -  DOME ET
 TQ0501  PID         -  TQ0501
 TQ0501  STATE/COUNTY-  WA/SKAGIT
 TQ0501  USGS QUAD   -  DOME PEAK (1963)
 TQ0501
 TQ0501                         *CURRENT SURVEY CONTROL
 TQ0501  ___________________________________________________________________
 TQ0501* NAD 83(1991)-  48 18 08.84019(N)    121 01 36.50785(W)     ADJUSTED  
 TQ0501* NAVD 88     -      2680.0    (meters)    8793.     (feet)  VERTCON   
 TQ0501  ___________________________________________________________________
 TQ0501  LAPLACE CORR-           8.91  (seconds)                    DEFLEC99
 TQ0501  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 TQ0501
 TQ0501  HORZ ORDER  -  SECOND
 TQ0501
 TQ0501.The horizontal coordinates were established by classical geodetic methods
 TQ0501.and adjusted by the National Geodetic Survey in December 1991..
 TQ0501
 TQ0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0501
 TQ0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0501
 TQ0501.The geoid height was determined by GEOID03.
 TQ0501
 TQ0501;                    North         East     Units Scale Factor Converg.
 TQ0501;SPC WA N     -   144,829.147   485,647.269   MT  0.99994743   -0 08 38.6
 TQ0501;SPC WA N     -   475,160.29  1,593,327.75   sFT  0.99994743   -0 08 38.6
 TQ0501;UTM  10      - 5,351,799.475   646,325.563   MT  0.99986308   +1 28 24.9
 TQ0501
 TQ0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0501!SPC WA N     -   0.99958294  x   0.99994743  =   0.99953039
 TQ0501!UTM  10      -   0.99958294  x   0.99986308  =   0.99944607
 TQ0501
 TQ0501|---------------------------------------------------------------------|
 TQ0501| PID    Reference Object                     Distance      Geod. Az  |
 TQ0501|                                                           dddmmss.s |
 TQ0501| CF4300 DOME ET RM 2                                       05231     |
 TQ0501| TQ0508 TWIN                                APPROX.17.5 KM 2354734.6 |
 TQ0501| CF4299 DOME ET RM 1                                       30710     |
 TQ0501|---------------------------------------------------------------------|
 TQ0501
 TQ0501                          SUPERSEDED SURVEY CONTROL
 TQ0501
 TQ0501  NAD 83(1986)-  48 18 08.84053(N)    121 01 36.50207(W) AD(       ) 2
 TQ0501  NAD 27      -  48 18 09.39375(N)    121 01 32.11501(W) AD(       ) 2
 TQ0501  NGVD 29 (07/19/86) 2678.6    (m)         8788.     (f) VERT ANG       
 TQ0501
 TQ0501.Superseded values are not recommended for survey control.
 TQ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0501.See file dsdata.txt to determine how the superseded data were derived.
 TQ0501
 TQ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU4632651799(NAD 83)
 TQ0501_MARKER: DD = SURVEY DISK
 TQ0501_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0501
 TQ0501  HISTORY     - Date     Condition        Report By
 TQ0501  HISTORY     - 1962     MONUMENTED       USGS
 TQ0501
 TQ0501                          STATION DESCRIPTION
 TQ0501
 TQ0501'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (FLA)
 TQ0501'LOCATED ABOUT 28 MI. (AIRLINE) E. OF DARRINGTON.  17 MI. W. OF
 TQ0501'STEHEKIN.  7.8 MI. N. OF THE CONFLUENCE OF MINERS CREEK AND THE
 TQ0501'SUIATTLE RIVER.  ABOUT 0.50 MI. E. OF THE HIGHEST POINT OF DOME
 TQ0501'PEAK.  ON A RIDGE RUNNING SE. FROM THE MAIN TOP OF DOME PEAK.
 TQ0501'
 TQ0501'REACHED BY HELICOPTER.  THE POINT MAY BE REACHED FROM DARRINGTON BY
 TQ0501'GOING UP THE SUIATTLE RIVER TO SULPHUR CREEK.  THENCE ABOUT 7.2 MI.
 TQ0501'UP SULPHUR CREEK TO LARGE CIRQUE BEARING N.  FOLLOW CIRQUE UP W.
 TQ0501'SIDE GOING DIAGONALLY UP TO SNOWFIELD.  CROSS THE SNOWFIELD.  CROSS
 TQ0501'THE SNOWFIELD TO RIDGE RUNNING SE. FROM DOME PEAK.  STATION IS 50
 TQ0501'FT.  NW. OF PROMINENT GAP IN THE RIDGE.
 TQ0501'
 TQ0501'STATION MARK--STANDARD TABLET STAMPED DOME ET 1962 SET IN ROCK
 TQ0501'OUTCROP.
 TQ0501'
 TQ0501'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED NO 1 1962 SET IN ROCK
 TQ0501'OUTCROP 2.2 FT. HIGHER THAN STATION MARK.
 TQ0501'
 TQ0501'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED NO 2 1962 SET IN
 TQ0501'ROCK OUTCROP 1.5 FT. LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0498 ***********************************************************************
 TQ0498  DESIGNATION -  DOME PEAK
 TQ0498  PID         -  TQ0498
 TQ0498  STATE/COUNTY-  WA/SKAGIT
 TQ0498  USGS QUAD   -  DOME PEAK (1963)
 TQ0498
 TQ0498                         *CURRENT SURVEY CONTROL
 TQ0498  ___________________________________________________________________
 TQ0498* NAD 83(1991)-  48 18 12.27039(N)    121 01 46.24500(W)     ADJUSTED  
 TQ0498* NAVD 88     -                                                        
 TQ0498  ___________________________________________________________________
 TQ0498  LAPLACE CORR-          10.02  (seconds)                    DEFLEC99
 TQ0498  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 TQ0498
 TQ0498  HORZ ORDER  -  THIRD
 TQ0498
 TQ0498.The horizontal coordinates were established by classical geodetic methods
 TQ0498.and adjusted by the National Geodetic Survey in December 1991..
 TQ0498
 TQ0498
 TQ0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0498
 TQ0498.The geoid height was determined by GEOID03.
 TQ0498
 TQ0498;                    North         East     Units Scale Factor Converg.
 TQ0498;SPC WA N     -   144,935.601   485,446.889   MT  0.99994748   -0 08 45.8
 TQ0498;SPC WA N     -   475,509.55  1,592,670.33   sFT  0.99994748   -0 08 45.8
 TQ0498;UTM  10      - 5,351,900.221   646,122.275   MT  0.99986235   +1 28 17.7
 TQ0498
 TQ0498                          SUPERSEDED SURVEY CONTROL
 TQ0498
 TQ0498  NAD 83(1986)-  48 18 12.27165(N)    121 01 46.24367(W) AD(       ) 4
 TQ0498  NAD 27      -  48 18 12.83700(N)    121 01 41.90400(W) AD(       ) 3
 TQ0498
 TQ0498.Superseded values are not recommended for survey control.
 TQ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0498.See file dsdata.txt to determine how the superseded data were derived.
 TQ0498
 TQ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU4612251900(NAD 83)
 TQ0498
 TQ0498  HISTORY     - Date     Condition        Report By
 TQ0498  HISTORY     - 1950     MONUMENTED       CGS
 TQ0498
 TQ0498                          STATION DESCRIPTION
 TQ0498
 TQ0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TQ0498'STATION IS ON THE HIGHEST POINT OF DOME PK., A ROUNDED, PROMINENT
 TQ0498'PEAK THAT FORMS THE CREST OF THE CASCADE RANGE AND HAS A LARGE
 TQ0498'CAIRN ON THE HIGHEST POINT.  IT IS, AIRLINE, ABOUT 16 MILES WEST
 TQ0498'OF THE NORTH END OF LAKE CHELAN, 26 MILES EAST OF DARRINGTON AND
 TQ0498'14 MILES NORTH NORTHEAST OF GLACIER PEAK.
 TQ0498'
 TQ0498'THE POINT INTERSECTED WAS THE CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0854 ***********************************************************************
 TO0854  DESIGNATION -  DOMINION
 TO0854  PID         -  TO0854
 TO0854  STATE/COUNTY-  WA/STEVENS
 TO0854  USGS QUAD   -  PARK RAPIDS (1992)
 TO0854
 TO0854                         *CURRENT SURVEY CONTROL
 TO0854  ___________________________________________________________________
 TO0854* NAD 83(1991)-  48 34 48.90898(N)    117 44 51.92918(W)     ADJUSTED  
 TO0854* NAVD 88     -      1761.3    (meters)    5779.     (feet)  VERTCON   
 TO0854  ___________________________________________________________________
 TO0854  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 TO0854  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TO0854
 TO0854  HORZ ORDER  -  FIRST
 TO0854
 TO0854.The horizontal coordinates were established by classical geodetic methods
 TO0854.and adjusted by the National Geodetic Survey in December 1991..
 TO0854
 TO0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0854
 TO0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0854
 TO0854.The geoid height was determined by GEOID03.
 TO0854
 TO0854;                    North         East     Units Scale Factor Converg.
 TO0854;SPC WA N     -   180,264.002   727,601.466   MT  0.99997481   +2 17 50.2
 TO0854;SPC WA N     -   591,416.15  2,387,139.14   sFT  0.99997481   +2 17 50.2
 TO0854;UTM  11      - 5,381,066.027   444,849.167   MT  0.99963737   -0 33 38.7
 TO0854
 TO0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0854!SPC WA N     -   0.99972673  x   0.99997481  =   0.99970155
 TO0854!UTM  11      -   0.99972673  x   0.99963737  =   0.99936420
 TO0854
 TO0854:                Primary Azimuth Mark                     Grid Az
 TO0854:SPC WA N     -  NORTH BALDY LOOKOUT TOWER                092 28 37.3
 TO0854:UTM  11      -  NORTH BALDY LOOKOUT TOWER                095 20 06.2
 TO0854
 TO0854|---------------------------------------------------------------------|
 TO0854| PID    Reference Object                     Distance      Geod. Az  |
 TO0854|                                                           dddmmss.s |
 TO0854| CF2473 NORTH BALDY LOOKOUT TOWER                          0944627.5 |
 TO0854| CF1358 DOMINION RM 2                        20.550 METERS 17921     |
 TO0854| CF1357 DOMINION RM 1                        11.650 METERS 35742     |
 TO0854|---------------------------------------------------------------------|
 TO0854
 TO0854                          SUPERSEDED SURVEY CONTROL
 TO0854
 TO0854  NAD 83(1986)-  48 34 48.91119(N)    117 44 51.92577(W) AD(       ) 1
 TO0854  NAD 27      -  48 34 49.25300(N)    117 44 48.00700(W) AD(       ) 1
 TO0854  NGVD 29 (07/19/86) 1760.0    (m)         5774.     (f) VERT ANG       
 TO0854
 TO0854.Superseded values are not recommended for survey control.
 TO0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0854.See file dsdata.txt to determine how the superseded data were derived.
 TO0854
 TO0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP4484981066(NAD 83)
 TO0854_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0854_SETTING: 66 = SET IN ROCK OUTCROP
 TO0854
 TO0854  HISTORY     - Date     Condition        Report By
 TO0854  HISTORY     - 1933     MONUMENTED       CGS
 TO0854  HISTORY     - 1951     SEE DESCRIPTION  BPA
 TO0854
 TO0854                          STATION DESCRIPTION
 TO0854
 TO0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 TO0854'ON HIGHEST POINT OF ROCKY RIDGE OF OLD DOMINION MOUNTAIN.
 TO0854'
 TO0854'TO REACH FROM COLVILLE, TAKE OLD DOMINION MINE ROAD AND GO 10.0
 TO0854'MILES, PASSING MINE BUILDINGS, TURN LEFT OFF ROAD AND GO 0.1 MILE
 TO0854'UP NARROW LANE TO OLD RANCH BUILDINGS (THIS TURN-OFF IS JUST BEFORE
 TO0854'REACHING SUMMIT OF GRADE OF OLD DOMINION MINE ROAD), FROM RANCH
 TO0854'BUILDINGS CLIMB MOUNTAIN TO NORTHWEST, KEEPING ON RIDGES.  IT IS
 TO0854'A 2-HOUR PACK AND A TRAIL WAS BLAZED AT THIS TIME.
 TO0854'
 TO0854'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TO0854'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 TO0854
 TO0854                          STATION RECOVERY (1951)
 TO0854
 TO0854'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1951
 TO0854'STATION IS 4.40 FT. FROM CENTER OF LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0240 ***********************************************************************
 SB0240  DESIGNATION -  DON
 SB0240  PID         -  SB0240
 SB0240  STATE/COUNTY-  WA/KITTITAS
 SB0240  USGS QUAD   -  BOYLSTON (1953)
 SB0240
 SB0240                         *CURRENT SURVEY CONTROL
 SB0240  ___________________________________________________________________
 SB0240* NAD 83(1991)-  46 58 03.26014(N)    120 11 01.92379(W)     ADJUSTED  
 SB0240* NAVD 88     -       752.033  (meters)    2467.29   (feet)  ADJUSTED  
 SB0240  ___________________________________________________________________
 SB0240  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 SB0240  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SB0240  DYNAMIC HT  -         752.015 (meters)    2467.24  (feet)  COMP
 SB0240  MODELED GRAV-     980,565.0   (mgal)                       NAVD 88
 SB0240
 SB0240  HORZ ORDER  -  THIRD
 SB0240  VERT ORDER  -  SECOND    CLASS 0
 SB0240
 SB0240.The horizontal coordinates were established by classical geodetic methods
 SB0240.and adjusted by the National Geodetic Survey in December 1991..
 SB0240
 SB0240.The orthometric height was determined by differential leveling
 SB0240.and adjusted by the National Geodetic Survey in June 1991..
 SB0240
 SB0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0240
 SB0240.The geoid height was determined by GEOID03.
 SB0240
 SB0240.The dynamic height is computed by dividing the NAVD 88
 SB0240.geopotential number by the normal gravity value computed on the
 SB0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0240.degrees latitude (g = 980.6199 gals.).
 SB0240
 SB0240.The modeled gravity was interpolated from observed gravity values.
 SB0240
 SB0240;                    North         East     Units Scale Factor Converg.
 SB0240;SPC WA S     -   181,696.590   524,056.716   MT  0.99993686   +0 13 46.7
 SB0240;SPC WA S     -   596,116.23  1,719,342.74   sFT  0.99993686   +0 13 46.7
 SB0240;UTM  10      - 5,205,410.288   714,221.754   MT  1.00016406   +2 03 33.4
 SB0240
 SB0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0240!SPC WA S     -   0.99988532  x   0.99993686  =   0.99982219
 SB0240!UTM  10      -   0.99988532  x   1.00016406  =   1.00004936
 SB0240
 SB0240|---------------------------------------------------------------------|
 SB0240| PID    Reference Object                     Distance      Geod. Az  |
 SB0240|                                                           dddmmss.s |
 SB0240| SB0241 DON RM 1                              6.927 METERS 11044     |
 SB0240| SB0239 DON RM 2                             10.263 METERS 31456     |
 SB0240|---------------------------------------------------------------------|
 SB0240
 SB0240                          SUPERSEDED SURVEY CONTROL
 SB0240
 SB0240  NAD 83(1986)-  46 58 03.26560(N)    120 11 01.91114(W) AD(       ) 3
 SB0240  NAD 27      -  46 58 03.80160(N)    120 10 57.70230(W) AD(       ) 3
 SB0240  NGVD 29 (??/??/92)  750.894  (m)         2463.56   (f) ADJ UNCH    2 0
 SB0240
 SB0240.Superseded values are not recommended for survey control.
 SB0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0240.See file dsdata.txt to determine how the superseded data were derived.
 SB0240
 SB0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1422205410(NAD 83)
 SB0240_MARKER: DS = TRIANGULATION STATION DISK
 SB0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0240_STAMPING: DON 1957
 SB0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0240+STABILITY: SURFACE MOTION
 SB0240
 SB0240  HISTORY     - Date     Condition        Report By
 SB0240  HISTORY     - 1957     MONUMENTED       CGS
 SB0240  HISTORY     - 1957     GOOD             CGS
 SB0240  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 SB0240
 SB0240                          STATION DESCRIPTION
 SB0240
 SB0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SB0240'STATION IS LOCATED ON A GRASSY TERRACE WHICH IS ABOUT 60 FEET LONG
 SB0240'AND 40 FEET WIDE THAT HAS BEEN CUT INTO THE HILLSIDE, ABOUT 200
 SB0240'PACES EAST NORTHEAST OF THE SADDLE MOUNTAIN CAFE, ON THE NORTH SIDE
 SB0240'OF U.S. HIGHWAY 10.
 SB0240'
 SB0240'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN ELLENSBURG BY
 SB0240'GOING EAST ON U.S. 10 FOR 18.4 MILES TO THE SADDLE MOUNTAIN CAFE
 SB0240'ON THE LEFT.  FROM THE PARKING LOT AT THE EAST SIDE OF THE CAFE,
 SB0240'THERE IS A DIM TRACK ROAD LEADING NORTHWARD, UPHILL, FOR ABOUT 150
 SB0240'YARDS TO THE SHELF AND THE STATION.
 SB0240'
 SB0240'THE STATION MARK IS A STANDARD DISK, STAMPED DON 1957, THAT IS SET IN
 SB0240'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 6
 SB0240'FEET NORTH OF THE BROW OF THE TERRACE, AND 3 FEET EAST OF A WHITE
 SB0240'WITNESS POST.
 SB0240'
 SB0240'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DON NO 1 1957, SET IN A
 SB0240'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 6
 SB0240'FEET NORTH OF THE BROW OF THE EMBANKMENT, AND 26 FEET EAST OF A
 SB0240'WHITE WITNESS POST.
 SB0240'
 SB0240'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DON NO 2 1957, SET IN A
 SB0240'12-INCH SQUARE CONCRETE MONUMENT THAT IS PROJECTING 2 INCHES.  IT
 SB0240'IS 20 FEET NORTH OF THE EDGE OF THE TERRACE, AND 30 FEET WEST OF A
 SB0240'WHITE WITNESS POST.
 SB0240
 SB0240                          STATION RECOVERY (1957)
 SB0240
 SB0240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 SB0240'10 MI W FROM VANTAGE.
 SB0240'10.3 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN VANTAGE,
 SB0240'18.4 MILES EAST FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN
 SB0240'ELLENSBURG, ON A GRASSY TERRACE WHICH IS ABOUT 60 FEET LONG AND 40
 SB0240'FEET WIDE, ABOUT 200 PACES EAST NORTHEAST OF THE SADDLE MOUNTAIN CAFE,
 SB0240'450 FEET NORTH OF U.S. HIGHWAY 10, 6 FEET NORTH OF THE BROW OF THE
 SB0240'TERRACE, 3 FEET EAST OF A WHITE WITNESS POST, A 12 IN. SQUARE CONCRETE
 SB0240'MONUMENT PROJECTING 5 INCHES ABOVE THE GROUND.
 SB0240
 SB0240                          STATION RECOVERY (1961)
 SB0240
 SB0240'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 SB0240'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1370 ***********************************************************************
 SY1370  DESIGNATION -  DON
 SY1370  PID         -  SY1370
 SY1370  STATE/COUNTY-  WA/MASON
 SY1370  USGS QUAD   -  UNION (1985)
 SY1370
 SY1370                         *CURRENT SURVEY CONTROL
 SY1370  ___________________________________________________________________
 SY1370* NAD 83(1991)-  47 15 33.60950(N)    123 01 14.11642(W)     ADJUSTED  
 SY1370* NAVD 88     -         7.302  (meters)      23.96   (feet)  POSTED    
 SY1370  ___________________________________________________________________
 SY1370  LAPLACE CORR-          -7.99  (seconds)                    DEFLEC99
 SY1370  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 SY1370  DYNAMIC HT  -           7.300 (meters)      23.95  (feet)  COMP
 SY1370  MODELED GRAV-     980,795.9   (mgal)                       NAVD 88
 SY1370
 SY1370  HORZ ORDER  -  THIRD
 SY1370  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1370
 SY1370.The horizontal coordinates were established by classical geodetic methods
 SY1370.and adjusted by the National Geodetic Survey in December 1991..
 SY1370
 SY1370.The orthometric height was determined by differential leveling
 SY1370.and adjusted by the National Geodetic Survey in 1992..
 SY1370.No vertical observational check was made to the station.
 SY1370.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1370.was located on a no-check spur therefore a value was not computed.
 SY1370
 SY1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1370
 SY1370.The geoid height was determined by GEOID03.
 SY1370
 SY1370.The dynamic height is computed by dividing the NAVD 88
 SY1370.geopotential number by the normal gravity value computed on the
 SY1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1370.degrees latitude (g = 980.6199 gals.).
 SY1370
 SY1370.The modeled gravity was interpolated from observed gravity values.
 SY1370
 SY1370;                    North         East     Units Scale Factor Converg.
 SY1370;SPC WA S     -   217,131.204   309,259.283   MT  0.99998391   -1 49 51.4
 SY1370;SPC WA S     -   712,371.29  1,014,628.16   sFT  0.99998391   -1 49 51.4
 SY1370;UTM  10      - 5,233,984.037   498,442.383   MT  0.99960003   -0 00 54.4
 SY1370
 SY1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1370!SPC WA S     -   1.00000228  x   0.99998391  =   0.99998619
 SY1370!UTM  10      -   1.00000228  x   0.99960003  =   0.99960231
 SY1370
 SY1370|---------------------------------------------------------------------|
 SY1370| PID    Reference Object                     Distance      Geod. Az  |
 SY1370|                                                           dddmmss.s |
 SY1370| SY1371 DON RM 1                             19.370 METERS 04419     |
 SY1370| SY1667 JANE                                APPROX. 0.8 KM 1771202.0 |
 SY1370| SY1372 DON RM 2                             23.830 METERS 31708     |
 SY1370|---------------------------------------------------------------------|
 SY1370
 SY1370                          SUPERSEDED SURVEY CONTROL
 SY1370
 SY1370  NAD 83(1986)-  47 15 33.60882(N)    123 01 14.12487(W) AD(       ) 3
 SY1370  NAD 27      -  47 15 34.26600(N)    123 01 09.58300(W) AD(       ) 3
 SY1370  NGVD 29 (??/??/??)    6.244  (m)           20.49   (f) ADJUSTED    1 2
 SY1370
 SY1370.Superseded values are not recommended for survey control.
 SY1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1370.See file dsdata.txt to determine how the superseded data were derived.
 SY1370
 SY1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9844233984(NAD 83)
 SY1370_MARKER: DS = TRIANGULATION STATION DISK
 SY1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1370_STAMPING: DON 1936
 SY1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1370+STABILITY: SURFACE MOTION
 SY1370
 SY1370  HISTORY     - Date     Condition        Report By
 SY1370  HISTORY     - 1936     MONUMENTED       CGS
 SY1370  HISTORY     - 1936     GOOD             CGS
 SY1370  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY1370  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1370  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY1370  HISTORY     - 1981     GOOD             NGS
 SY1370  HISTORY     - 1988     GOOD             USPSQD
 SY1370  HISTORY     - 1988     GOOD             USPSQD
 SY1370  HISTORY     - 1989     GOOD             USPSQD
 SY1370
 SY1370                          STATION DESCRIPTION
 SY1370
 SY1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1370'THE STATION IS LOCATED ON THE W SIDE OF OAKLAND BAY ON THE SMALL
 SY1370'GRASS-COVERED POINT AT THE HEAD OF THE BAY.  IT IS ABOUT 35 FEET
 SY1370'BACK OF THE HIGH-WATER LINE.  IT PROJECTS ABOUT 2 INCHES.  IT IS
 SY1370'ON THE E SIDE OF THE ROAD 0.15 MILE N OF THE SCHOOLHOUSE.
 SY1370'
 SY1370'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE DISKS
 SY1370'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY1370'
 SY1370'REFERENCE MARK NO.2 IS SET DIRECTLY INSHORE FROM THE STATION AND
 SY1370'PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE.
 SY1370'
 SY1370'REFERENCE MARK NO.1 IS SET N OF THE STATION AT THE S EDGE OF A
 SY1370'GROUP OF FIR TREES.  IT PROJECTS 4 INCHES ABOVE THE SURFACE.
 SY1370
 SY1370                          STATION RECOVERY (1936)
 SY1370
 SY1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 SY1370'5.5 MI NE FROM SHELTON.
 SY1370'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY1370'SHELTON, MASON COUNTY, 0.2 MILE NORTHEAST OF OAKLAND BAY SCHOOL, AT A
 SY1370'GRASSY POINT ON THE OUTSIDE OF A CURVE, 125 FEET SOUTHEAST OF THE NEW
 SY1370'HIGHWAY, 38 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY, 39 FEET
 SY1370'NORTHWEST OF THE NORTHWEST EDGE OF A BANK, AND 1.5 FEET SOUTHEAST OF A
 SY1370'WHITE WOODEN WITNESS POST.  A STANDARD TRIANGULATION-STATION DISK,
 SY1370'STAMPED DON 1936 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SY1370'FOOT ABOVE GROUND.
 SY1370
 SY1370                          STATION RECOVERY (1954)
 SY1370
 SY1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY1370'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN EXCELLENT CONDITION.
 SY1370'
 SY1370'TO REACH FROM SHELTON, GO N ON U.S. HIGHWAY 101 FOR 0.15 MI. TO
 SY1370'JUNCTION OF STATE ROUTE 14A, TURN RIGHT FOLLOW STATE ROUTE 14A NE
 SY1370'3.8 MI. TO GOLF COURSE ENTRANCE, CONTINUE ON HIGHWAY 1.5 MI. TO
 SY1370'SIDE ROAD (RIGHT) AT SMALL ORCHARD, TURN RIGHT ON THIS ROAD AND GO
 SY1370'ABOUT 50 YD. TO STATION MARK ON LEFT, ON GRASSY BENCH BETWEEN
 SY1370'ROAD AND BLUFF.
 SY1370'
 SY1370'NOTE--STATION WAS NOT OCCUPIED, WAS VISITED BY LIGHTKEEPER ONLY.
 SY1370
 SY1370                          STATION RECOVERY (1967)
 SY1370
 SY1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1370'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 SY1370'
 SY1370'THE STATION IS A STANDARD DISK STAMPED, DON 1936, SET IN THE TOP
 SY1370'OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.  IT IS
 SY1370'ABOUT 150 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 3, 35 FEET
 SY1370'SOUTH OF A DEAD END GRAVEL ROAD, 30 FEET NORTH OF THE TOP EDGE OF
 SY1370'A 6 FOOT HIGH BANK, 3 FT. SOUTH OF A METAL WITNESS POST, AND AT
 SY1370'THE NORTH SIDE OF A LARGE BUSH.
 SY1370'
 SY1370'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 1, 1936, SET IN THE
 SY1370'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, 65 FT. SOUTH OF A FORK
 SY1370'IN A GRAVEL ROAD, 5.0 FT. NORTHWEST OF A 30 INCH FIR TREE AND ABOUT
 SY1370'THE SAME ELEVATION AS THE STATION.
 SY1370'
 SY1370'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 2 1936, SET IN THE TOP
 SY1370'OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.  IT IS
 SY1370'DIRECTLY INSHORE FROM STATION, 10 FEET SOUTH OF AN APPLE TREE, 1.6
 SY1370'FEET WEST OF A WHITE WOODEN WITNESS POST AND 4 FEET HIGHER THAN
 SY1370'THE STATION.
 SY1370'
 SY1370'THE TO REACH DESCRIPTION OF R.A.G. IN 1954 IS ADEQUATE FOR RECOVERY
 SY1370'EXCEPT THE STATE HIGHWAY NO. IS 3 AND NOT 14A.
 SY1370
 SY1370                          STATION RECOVERY (1972)
 SY1370
 SY1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SY1370'NO OBSERVATIONS WERE MADE DURING THIS VISIT.
 SY1370'
 SY1370'THE STATION IS 5-1/2 MILES NORTHEAST OF SHELTON, ON A POINT AT THE
 SY1370'NORTHWEST CORNER OF OAKLAND BAY, 0.8 MILE BY ROAD SOUTHWEST OF DEER
 SY1370'CREEK STORE, AND IN SECTION 35, T 21 N, R 3 W.
 SY1370'
 SY1370'REACHED FROM THE INTERSECTION OF FIRST AND PINE STREETS IN SHELTON
 SY1370'BY GOING EAST AND NORTHEAST ON STATE HIGHWAY 3 (PINE STREET), FOR
 SY1370'4.35 MILES TO A BLACKTOP ROAD LEFT TO SIMPSON RECREATION
 SY1370'AREA.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 3 FOR 0.85 MILE TO
 SY1370'A LITTLE-USED WOODS ROAD RIGHT, ON A CURVE TO THE LEFT, AT THE
 SY1370'SOUTH END OF A GUARDRAIL.  TURN RIGHT AND FOLLOW THE WOODS ROAD
 SY1370'ABOUT 20 YARDS TO A Y.  FROM THE Y, REFERENCE MARK NO. 1 IS 22
 SY1370'YARDS STRAIGHT AHEAD AND THE STATION IS 27 YARDS SOUTHEAST.
 SY1370'
 SY1370'THE STATION MARK, STAMPED DON 1936, IS A STANDARD DISK SET IN A
 SY1370'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS ON THE EASTERN
 SY1370'SLOPE OF THE POINT, 52 FEET EAST OF THE TOE OF THE BANK ON THE WEST
 SY1370'SIDE OF THE BLADED, FLAT AREA (WHICH WAS PROBABLY ONCE A ROAD), 28
 SY1370'FEET NORTHEAST OF THE POINT WHERE THE BANK ON THE EASTSIDE OF THE
 SY1370'BLADED FLAT AREA ENDS, 34 FEET WEST OF THE 4-FOOT HIGH BANK AT
 SY1370'THE HIGH WATER LINE AND ABOUT 4 FEET HIGHER THAN THE TOP OF THE
 SY1370'BANK.  THE BANK ON THE EAST SIDE OF THE BLADED, FLAT AREA,
 SY1370'WHICH IS ABOUT 20 FEET WEST OF THE STATION, IS ABOUT 3-1/2 FEET
 SY1370'HIGHER THAN THE STATION.  THE STATION MARK IS AT THE SOUTHWEST
 SY1370'SIDE OF A BUSH, AND 3 FEET EAST OF A METAL WITNESS POST.
 SY1370'
 SY1370'REFERENCE MARK NO. 1, STAMPED 1 1936, IS A STANDARD DISK SET IN A
 SY1370'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS ABOUT THE SAME
 SY1370'ELEVATION AS THE STATION MARK AND 5 FEET WEST OF A 40-INCH DIAMETER
 SY1370'FIR TREE WHICH IS THE SOUTHEASTERN ONE OF SEVERAL LARGE FIRS.
 SY1370'
 SY1370'REFERENCE MARK NO. 2, STAMPED 2 1936, IS A STANDARD DISK SET IN A
 SY1370'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 64 FEET EAST OF
 SY1370'THE CENTER OF STATE HIGHWAY 3, 40 FEET SOUTH OF THE CENTER OF THE
 SY1370'WOODS ROAD, 29.5 FEET SOUTH OF A 2-FOOT DIAMETER TREE WHICH SPLITS
 SY1370'INTO THREE MAIN TRUNKS ABOUT 4 FEET ABOVE GROUND AND 11 FEET EAST
 SY1370'OF A SIMILAR TREE, WHICH IS 16 INCHES IN DIAMETER.
 SY1370'
 SY1370'TRIANGULATION STATION JANE WILL SERVE AS THE AZIMUTH MARK FOR
 SY1370'THIS STATION.
 SY1370'
 SY1370'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1370'5-1/2 MILES NORTHEAST OF SHELTON.
 SY1370
 SY1370                          STATION RECOVERY (1981)
 SY1370
 SY1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SY1370'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 SY1370'SHELTON THENCE RIGHT ON THE OLD HIGHWAY FOR 0.1 MILE TO A SIDE ROAD
 SY1370'LEFT AT THE END OF THE GUARD RAIL THENCE LEFT FOR 0.05 MILE TO THE
 SY1370'MARK ON THE RIGHT 34 FEET WEST OF A 4 FOOT HIGH BANK NEAR A CLUMP OF
 SY1370'BRUSH.
 SY1370
 SY1370                          STATION RECOVERY (1988)
 SY1370
 SY1370'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1370'RECOVERED IN GOOD CONDITION.
 SY1370
 SY1370                          STATION RECOVERY (1988)
 SY1370
 SY1370'RECOVERY NOTE BY US POWER SQUADRON 1988 (EBO)
 SY1370'RECOVERED IN GOOD CONDITION.
 SY1370
 SY1370                          STATION RECOVERY (1989)
 SY1370
 SY1370'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3011 ***********************************************************************
 SY3011  DESIGNATION -  DON
 SY3011  PID         -  SY3011
 SY3011  STATE/COUNTY-  WA/PIERCE
 SY3011  USGS QUAD   -  STEILACOOM (1994)
 SY3011
 SY3011                         *CURRENT SURVEY CONTROL
 SY3011  ___________________________________________________________________
 SY3011* NAD 83(1991)-  47 10 00.51089(N)    122 36 49.54237(W)     ADJUSTED  
 SY3011* NAVD 88     -         7.29   (+/-2cm)      23.9    (feet)  VERTCON   
 SY3011  ___________________________________________________________________
 SY3011  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 SY3011  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 SY3011
 SY3011  HORZ ORDER  -  SECOND
 SY3011  VERT ORDER  -  THIRD ? (See Below)
 SY3011
 SY3011.The horizontal coordinates were established by classical geodetic methods
 SY3011.and adjusted by the National Geodetic Survey in December 1991..
 SY3011
 SY3011.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3011.The vertical order pertains to the NGVD 29 superseded value.
 SY3011
 SY3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3011
 SY3011.The geoid height was determined by GEOID03.
 SY3011
 SY3011;                    North         East     Units Scale Factor Converg.
 SY3011;SPC WA S     -   205,944.003   339,761.374   MT  0.99996616   -1 32 07.5
 SY3011;SPC WA S     -   675,667.95  1,114,700.44   sFT  0.99996616   -1 32 07.5
 SY3011;UTM  10      - 5,223,773.569   529,272.453   MT  0.99961053   +0 16 59.7
 SY3011
 SY3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3011!SPC WA S     -   1.00000238  x   0.99996616  =   0.99996854
 SY3011!UTM  10      -   1.00000238  x   0.99961053  =   0.99961291
 SY3011
 SY3011|---------------------------------------------------------------------|
 SY3011| PID    Reference Object                     Distance      Geod. Az  |
 SY3011|                                                           dddmmss.s |
 SY3011| SY0751 GOR=TIDAL 7                         307.830 METERS 02834     |
 SY3011| CE3968 DON RM 1                              6.338 METERS 22741     |
 SY3011| SY3067 KETRON                              APPROX. 1.3 KM 2671048.7 |
 SY3011| CE3969 DON RM 2                              5.352 METERS 32252     |
 SY3011|---------------------------------------------------------------------|
 SY3011
 SY3011                          SUPERSEDED SURVEY CONTROL
 SY3011
 SY3011  NAD 83(1986)-  47 10 00.50562(N)    122 36 49.55201(W) AD(       ) 2
 SY3011  NAD 27      -  47 10 01.14000(N)    122 36 45.11000(W) AD(       ) 2
 SY3011  NGVD 29 (07/19/86)    6.25   (m)           20.5    (f) LEVELING    3  
 SY3011
 SY3011.Superseded values are not recommended for survey control.
 SY3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3011.See file dsdata.txt to determine how the superseded data were derived.
 SY3011
 SY3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2927223774(NAD 83)
 SY3011_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3011_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY3011
 SY3011  HISTORY     - Date     Condition        Report By
 SY3011  HISTORY     - 1935     MONUMENTED       CGS
 SY3011  HISTORY     - 1955     SEE DESCRIPTION  LOCENG
 SY3011
 SY3011                          STATION DESCRIPTION
 SY3011
 SY3011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3011'STATION IS LOCATED IN PUGET SOUND ON THE OFFSHORE SIDE OF THE
 SY3011'RAILROAD EMBANKMENT 2.673 METERS (MEASURED) FROM THE OFFSHORE RAIL
 SY3011'AND ABOUT 225 METERS S OF POINT GORDON.  JUST S OF AND CLOSE TO
 SY3011'THE SEVENTH TELEPHONE POLE S OF THE FOOT OVERPASS AT THE AQUARIUM.
 SY3011'THE TACOMA POWER HIGH TENSION TOWER ON E SIDE OF NARROWS SHOWS
 SY3011'THROUGH THE CUT NEAR THIS OVERPASS.
 SY3011'
 SY3011'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED
 SY3011'IN NOTE 1C.  REFERENCE MARKS ARE STANDARD BRONZE DISKS IN BOULDERS AS
 SY3011'DESCRIBED IN NOTE 12C.
 SY3011'
 SY3011'BOTH REFERENCE MARKS ARE SET IN BOULDERS OF THE ROCK FILL OF
 SY3011'RAILROAD EMBANKMENT.
 SY3011
 SY3011                          STATION RECOVERY (1955)
 SY3011
 SY3011'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (FFL)
 SY3011'LETTER OF MR. F.F. LAWRENCE, FIELD ENGINEER, HORACE J. WHITACRE AND
 SY3011'ASSOC., TACOMA, WASH., DATED DECEMBER 6, 1955--
 SY3011'
 SY3011'STATION SEARCHED FOR BUT NO TRACE OF STATION OR REFERENCE MARKS WAS
 SY3011'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2352 ***********************************************************************
 TR2352  DESIGNATION -  DON
 TR2352  PID         -  TR2352
 TR2352  STATE/COUNTY-  WA/CLALLAM
 TR2352  USGS QUAD   -  DUNGENESS (1979)
 TR2352
 TR2352                         *CURRENT SURVEY CONTROL
 TR2352  ___________________________________________________________________
 TR2352* NAD 83(1991)-  48 08 15.65726(N)    123 06 04.17233(W)     ADJUSTED  
 TR2352* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 TR2352  ___________________________________________________________________
 TR2352  LAPLACE CORR-          -9.46  (seconds)                    DEFLEC99
 TR2352  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 TR2352
 TR2352  HORZ ORDER  -  SECOND
 TR2352
 TR2352.The horizontal coordinates were established by classical geodetic methods
 TR2352.and adjusted by the National Geodetic Survey in December 1991..
 TR2352
 TR2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2352
 TR2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2352
 TR2352.The geoid height was determined by GEOID03.
 TR2352
 TR2352;                    North         East     Units Scale Factor Converg.
 TR2352;SPC WA N     -   128,976.907   331,247.670   MT  0.99994231   -1 41 18.4
 TR2352;SPC WA N     -   423,151.74  1,086,768.40   sFT  0.99994231   -1 41 18.4
 TR2352;UTM  10      - 5,331,608.203   492,474.096   MT  0.99960070   -0 04 31.2
 TR2352
 TR2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2352!SPC WA N     -   1.00000284  x   0.99994231  =   0.99994515
 TR2352!UTM  10      -   1.00000284  x   0.99960070  =   0.99960354
 TR2352
 TR2352|---------------------------------------------------------------------|
 TR2352| PID    Reference Object                     Distance      Geod. Az  |
 TR2352|                                                           dddmmss.s |
 TR2352| CF8633 DON RM 3                             22.576 METERS 01524     |
 TR2352| TR1752 PROTECTION ISLAND WATER TANK        APPROX.13.1 KM 0951026.8 |
 TR2352| CF8631 DON RM 1                             12.087 METERS 22837     |
 TR2352| CF8632 DON RM 2                              5.387 METERS 35854     |
 TR2352|---------------------------------------------------------------------|
 TR2352
 TR2352                          SUPERSEDED SURVEY CONTROL
 TR2352
 TR2352  NAD 83(1986)-  48 08 15.65625(N)    123 06 04.17987(W) AD(       ) 2
 TR2352  NAD 27      -  48 08 16.32170(N)    123 05 59.54620(W) AD(       ) 2
 TR2352  NGVD 29 (07/19/86)    1.8    (m)            6.     (f) VERT ANG       
 TR2352
 TR2352.Superseded values are not recommended for survey control.
 TR2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2352.See file dsdata.txt to determine how the superseded data were derived.
 TR2352
 TR2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9247431608(NAD 83)
 TR2352_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2352
 TR2352  HISTORY     - Date     Condition        Report By
 TR2352  HISTORY     - 1962     MONUMENTED       CGS
 TR2352  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR2352  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TR2352  HISTORY     - 1979     GOOD             NGS
 TR2352
 TR2352                          STATION DESCRIPTION
 TR2352
 TR2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TR2352'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF SEQUIM, 3/4 MILE
 TR2352'NORTH-NORTHEAST OF DUNGENESS AND ALONG THE BEACH.
 TR2352'
 TR2352'TO REACH THE STATION FROM THE INTERSECTION OF SEQUIM AVENUE AND
 TR2352'WASHINGTON STREET IN SEQUIM, GO NORTH ON SEQUIM AVENUE FOR 4.55
 TR2352'MILES TO COOKS DUNGENESS STORE IN DUNGENESS, CONTINUE NORTH FOR
 TR2352'0.45 MILE TO A TRACK ROAD RIGHT JUST SOUTH OF THE 3 CRABS CAFE,
 TR2352'TURN RIGHT AND FOLLOW TRACK ROAD EAST AND SOUTHEAST FOR 1.25 MILES TO
 TR2352'THE END OF ROAD AND STATION.
 TR2352'
 TR2352'THE STATION MARK IS A STANDARD DISK STAMPED DON 1962, SET IN THE
 TR2352'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 TR2352'IT IS 43 FEET NORTHEAST OF FENCE CORNER POST, 18 FEET WEST OF THE
 TR2352'WEST BANK OF CREEK AND 3 FEET SOUTHWEST OF WITNESS POST.
 TR2352'
 TR2352'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DON NO 1 1962, SET IN
 TR2352'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 TR2352'INCHES.  IT IS 42.5 FEET SOUTHWEST OF WITNESS POST, 20 FEET WEST OF
 TR2352'THE WEST BANK OF CREEK AND 4 FEET NORTHEAST OF FENCE CORNER POST.
 TR2352'
 TR2352'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DON NO 2 1962, SET IN
 TR2352'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 TR2352'IT IS 37 FEET WEST OF THE WEST BANK OF CREEK AND 16.5 FEET NORTHWEST
 TR2352'OF WITNESS POST.
 TR2352'
 TR2352'THE DUNGENESS SPIT LIGHTHOUSE MAY BE USED AS AN AZIMUTH.
 TR2352
 TR2352                          STATION RECOVERY (1966)
 TR2352
 TR2352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR2352'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED AND
 TR2352'ARE IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT
 TR2352'RECOVERED.  IT WAS PROBABLY WASHED OUT BY TIDAL ACTION.
 TR2352
 TR2352                          STATION RECOVERY (1969)
 TR2352
 TR2352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 TR2352'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR2352'
 TR2352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES NORTH OF
 TR2352'SEQUIM.
 TR2352
 TR2352                          STATION RECOVERY (1979)
 TR2352
 TR2352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR2352'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 TR2352'TO BE IN GOOD CONDITION.  THE AREA WHERE RM 2 SHOULD HAVE BEEN IS
 TR2352'NOW PART OF THE CHANNEL OF THE CREEK.  REFERENCE MARK 3 WAS
 TR2352'ESTABLISHED THIS DATE THE PROTECTION ISLAND WATER TANK CAN BE USED
 TR2352'AS AN AZIMUTH.  A COMPLETE NEW DESCRIPTION FOLLOWS
 TR2352'
 TR2352'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF SEQUIM 1 MILE EAST
 TR2352'NORTHEAST OF DUNGENESS AND ON THE BEACH.
 TR2352'
 TR2352'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON ST AND
 TR2352'SEQUIM AVE IN SEQUIM GO NORTH ON SEQUIM AVE FOR 4.6 MILES TO A SIDE
 TR2352'ROAD RIGHT AND SIGN 3 CRABS RESTAURANT.  TURN RIGHT AND GO NORTHERLY
 TR2352'ON THE SURFACED ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT JUST SOUTH OF
 TR2352'THE 3 CRABS RESTAURANT.  TURN RIGHT AND GO EASTERLY ON THE SURFACED
 TR2352'ROAD FOR 1.3 MILE TO THE END OF THE ROAD AND A CREEK.  THE MARK IS ON
 TR2352'THE EAST SIDE OF THE CREEK.
 TR2352'
 TR2352'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 TR2352'STAMPED ---DON 1962--- SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 TR2352'30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 15.8 METERS
 TR2352'(52 FEET) SE FROM THE END OF THE FENCE, 8.8 METERS (29 FEET) E FROM
 TR2352'THE SOUTH END OF A LARGE METAL CULVERT, AND 0.6 METER (2 FEET) W FROM
 TR2352'A METAL WITNESS POST.
 TR2352'
 TR2352'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 TR2352'NOS) DISK STAMPED ---DON NO 1 1962--- SET INTO THE TOP OF A SQUARE
 TR2352'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 3 CM (1 INCH)
 TR2352'ABOVE THE GROUND LOCATED 14.6 METERS (48 FEET) SSE FROM THE SOUTH END
 TR2352'OF THE LARGE CULVERT, 4.6 METERS (15 FEET) W FROM THE EDGE OF A BANK,
 TR2352'2.1 METERS (7 FEET) E FROM THE EDGE OF THE CREEK, AND 0.3 METER (1
 TR2352'FOOT) LOWER THAN THE STATION.
 TR2352'
 TR2352'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TR2352'STAMPED ---DON 1962 NO 3 1979--- CEMENTED IN A DRILL HOLE IN THE
 TR2352'CONCRETE COVER OVER THE CREEK WHERE IT ENTERS FROM THE FENCE.  THE
 TR2352'MARK IS LOCATED 7.0 METERS (23 FEET) NW FROM A FENCE CORNER, 5.5
 TR2352'METERS (18 FEET) S FROM THE POST SET AT THE MOUTH OF THE CREEK, 1.5
 TR2352'METERS (5 FEET) E FROM THE WEST EDGE OF THE COVER, 0.6 METER (2 FEET)
 TR2352'HIGHER THAN THE BENCH, AND 1.2 METERS (4 FEET) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0241 ***********************************************************************
 SB0241  DESIGNATION -  DON RM 1
 SB0241  PID         -  SB0241
 SB0241  STATE/COUNTY-  WA/KITTITAS
 SB0241  USGS QUAD   -  BOYLSTON (1953)
 SB0241
 SB0241                         *CURRENT SURVEY CONTROL
 SB0241  ___________________________________________________________________
 SB0241* NAD 83(1986)-  46 58 02.     (N)    120 11 01.     (W)     SCALED    
 SB0241* NAVD 88     -       751.857  (meters)    2466.72   (feet)  ADJUSTED  
 SB0241  ___________________________________________________________________
 SB0241  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SB0241  DYNAMIC HT  -         751.840 (meters)    2466.66  (feet)  COMP
 SB0241  MODELED GRAV-     980,565.5   (mgal)                       NAVD 88
 SB0241
 SB0241  VERT ORDER  -  SECOND    CLASS 0
 SB0241
 SB0241.The horizontal coordinates were scaled from a topographic map and have
 SB0241.an estimated accuracy of +/- 6 seconds.
 SB0241
 SB0241.The orthometric height was determined by differential leveling
 SB0241.and adjusted by the National Geodetic Survey in June 1991..
 SB0241
 SB0241.The geoid height was determined by GEOID03.
 SB0241
 SB0241.The dynamic height is computed by dividing the NAVD 88
 SB0241.geopotential number by the normal gravity value computed on the
 SB0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0241.degrees latitude (g = 980.6199 gals.).
 SB0241
 SB0241.The modeled gravity was interpolated from observed gravity values.
 SB0241
 SB0241;                    North         East    Units  Estimated Accuracy
 SB0241;SPC WA S     -   181,660.      524,080.      MT  (+/- 180 meters Scaled)
 SB0241
 SB0241                          SUPERSEDED SURVEY CONTROL
 SB0241
 SB0241  NGVD 29 (??/??/92)  750.719  (m)         2462.98   (f) ADJ UNCH    2 0
 SB0241
 SB0241.Superseded values are not recommended for survey control.
 SB0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0241.See file dsdata.txt to determine how the superseded data were derived.
 SB0241
 SB0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT142053(NAD 83)
 SB0241_MARKER: DR = REFERENCE MARK DISK
 SB0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0241_STAMPING: DON NO 1 1957
 SB0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0241+STABILITY: SURFACE MOTION
 SB0241
 SB0241  HISTORY     - Date     Condition        Report By
 SB0241  HISTORY     - 1957     MONUMENTED       CGS
 SB0241
 SB0241                          STATION DESCRIPTION
 SB0241
 SB0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SB0241'10 MI W FROM VANTAGE.
 SB0241'10.3 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN VANTAGE,
 SB0241'18.4 MILES EAST FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN
 SB0241'ELLENSBURG, ON A GRASSY TERRACE WHICH IS ABOUT 60 FEET LONG AND 40
 SB0241'FEET WIDE, ABOUT 200 PACES EAST NORTHEAST OF THE SADDLE MOUNTAIN CAFE,
 SB0241'23 FEET SOUTHEAST OF THE STATION, 26 FEET EAST OF A WHITE WITNESS
 SB0241'POST, A 12 IN. SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE
 SB0241'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1371 ***********************************************************************
 SY1371  DESIGNATION -  DON RM 1
 SY1371  PID         -  SY1371
 SY1371  STATE/COUNTY-  WA/MASON
 SY1371  USGS QUAD   -  UNION (1985)
 SY1371
 SY1371                         *CURRENT SURVEY CONTROL
 SY1371  ___________________________________________________________________
 SY1371* NAD 83(1986)-  47 15 33.     (N)    123 01 14.     (W)     SCALED    
 SY1371* NAVD 88     -         7.100  (meters)      23.29   (feet)  POSTED    
 SY1371  ___________________________________________________________________
 SY1371  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 SY1371  DYNAMIC HT  -           7.100 (meters)      23.29  (feet)  COMP
 SY1371  MODELED GRAV-     980,795.7   (mgal)                       NAVD 88
 SY1371
 SY1371  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1371
 SY1371.The horizontal coordinates were scaled from a topographic map and have
 SY1371.an estimated accuracy of +/- 6 seconds.
 SY1371
 SY1371.The orthometric height was determined by differential leveling
 SY1371.and adjusted by the National Geodetic Survey in 1992..
 SY1371.No vertical observational check was made to the station.
 SY1371.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1371.was located on a no-check spur therefore a value was not computed.
 SY1371
 SY1371.The geoid height was determined by GEOID03.
 SY1371
 SY1371.The dynamic height is computed by dividing the NAVD 88
 SY1371.geopotential number by the normal gravity value computed on the
 SY1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1371.degrees latitude (g = 980.6199 gals.).
 SY1371
 SY1371.The modeled gravity was interpolated from observed gravity values.
 SY1371
 SY1371;                    North         East    Units  Estimated Accuracy
 SY1371;SPC WA S     -   217,110.      309,260.      MT  (+/- 180 meters Scaled)
 SY1371
 SY1371                          SUPERSEDED SURVEY CONTROL
 SY1371
 SY1371  NGVD 29 (??/??/??)    6.041  (m)           19.82   (f) ADJUSTED    1 2
 SY1371
 SY1371.Superseded values are not recommended for survey control.
 SY1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1371.See file dsdata.txt to determine how the superseded data were derived.
 SY1371
 SY1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT984339(NAD 83)
 SY1371_MARKER: DR = REFERENCE MARK DISK
 SY1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1371_STAMPING: 1 1935
 SY1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1371+STABILITY: SURFACE MOTION
 SY1371
 SY1371  HISTORY     - Date     Condition        Report By
 SY1371  HISTORY     - 1935     MONUMENTED       CGS
 SY1371  HISTORY     - 1981     GOOD             NGS
 SY1371  HISTORY     - 1988     GOOD             USPSQD
 SY1371  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1371  HISTORY     - 1989     GOOD             USPSQD
 SY1371
 SY1371                          STATION DESCRIPTION
 SY1371
 SY1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SY1371'5.5 MI NE FROM SHELTON.
 SY1371'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY1371'SHELTON, MASON COUNTY, 63.7 FEET NORTHEAST OF TRIANGULATION STATION
 SY1371'DON, 64 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY, AT THE
 SY1371'SOUTHWEST EDGE OF A GROUP OF FIR TREES, AND 2.5 FEET SOUTHEAST OF A
 SY1371'WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK DISK STAMPED 1
 SY1371'1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SY1371
 SY1371                          STATION RECOVERY (1981)
 SY1371
 SY1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SY1371'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 SY1371'SHELTON THENCE RIGHT ON THE OLD HIGHWAY FOR 0.1 MILE TO A SIDE ROAD
 SY1371'LEFT AT THE END OF A GUARD RAIL THENCE LEFT FOR 0.05 MILE TO THE MARK
 SY1371'ON THE RIGHT IN A GROUP OF FIR TREES. 63.7 FEET NORTH EDGE OF
 SY1371'TRIANGULATION STATION DON 1936 AND S FEET WEST OF A 45 INCH FIR TREE.
 SY1371
 SY1371                          STATION RECOVERY (1988)
 SY1371
 SY1371'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1371'RECOVERED IN GOOD CONDITION.
 SY1371
 SY1371                          STATION RECOVERY (1988)
 SY1371
 SY1371'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCK)
 SY1371'MARK NOT FOUND.
 SY1371
 SY1371                          STATION RECOVERY (1989)
 SY1371
 SY1371'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0239 ***********************************************************************
 SB0239  DESIGNATION -  DON RM 2
 SB0239  PID         -  SB0239
 SB0239  STATE/COUNTY-  WA/KITTITAS
 SB0239  USGS QUAD   -  BOYLSTON (1953)
 SB0239
 SB0239                         *CURRENT SURVEY CONTROL
 SB0239  ___________________________________________________________________
 SB0239* NAD 83(1986)-  46 58 02.     (N)    120 11 01.     (W)     SCALED    
 SB0239* NAVD 88     -       751.854  (meters)    2466.71   (feet)  ADJUSTED  
 SB0239  ___________________________________________________________________
 SB0239  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SB0239  DYNAMIC HT  -         751.837 (meters)    2466.65  (feet)  COMP
 SB0239  MODELED GRAV-     980,565.5   (mgal)                       NAVD 88
 SB0239
 SB0239  VERT ORDER  -  SECOND    CLASS 0
 SB0239
 SB0239.The horizontal coordinates were scaled from a topographic map and have
 SB0239.an estimated accuracy of +/- 6 seconds.
 SB0239
 SB0239.The orthometric height was determined by differential leveling
 SB0239.and adjusted by the National Geodetic Survey in June 1991..
 SB0239
 SB0239.The geoid height was determined by GEOID03.
 SB0239
 SB0239.The dynamic height is computed by dividing the NAVD 88
 SB0239.geopotential number by the normal gravity value computed on the
 SB0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0239.degrees latitude (g = 980.6199 gals.).
 SB0239
 SB0239.The modeled gravity was interpolated from observed gravity values.
 SB0239
 SB0239;                    North         East    Units  Estimated Accuracy
 SB0239;SPC WA S     -   181,660.      524,080.      MT  (+/- 180 meters Scaled)
 SB0239
 SB0239                          SUPERSEDED SURVEY CONTROL
 SB0239
 SB0239  NGVD 29 (??/??/92)  750.716  (m)         2462.97   (f) ADJ UNCH    2 0
 SB0239
 SB0239.Superseded values are not recommended for survey control.
 SB0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0239.See file dsdata.txt to determine how the superseded data were derived.
 SB0239
 SB0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT142053(NAD 83)
 SB0239_MARKER: DR = REFERENCE MARK DISK
 SB0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0239_STAMPING: DON NO 2 1957
 SB0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0239+STABILITY: SURFACE MOTION
 SB0239
 SB0239  HISTORY     - Date     Condition        Report By
 SB0239  HISTORY     - 1957     MONUMENTED       CGS
 SB0239
 SB0239                          STATION DESCRIPTION
 SB0239
 SB0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SB0239'10 MI W FROM VANTAGE.
 SB0239'10.3 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN VANTAGE,
 SB0239'18.4 MILES EAST FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN
 SB0239'ELLENSBURG, ON A GRASSY TERRACE WHICH IS ABOUT 60 FEET LONG AND 40
 SB0239'FEET WIDE, ABOUT 200 PACES EAST NORTHEAST OF THE SADDLE MOUNTAIN CAFE,
 SB0239'33 FEET NORTHWEST OF THE STATION, 20 FEET NORTH OF THE EDGE OF THE
 SB0239'TERRACE, 30 FEET WEST OF A WHITE WITNESS POST, A 12 IN. SQUARE
 SB0239'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1372 ***********************************************************************
 SY1372  DESIGNATION -  DON RM 2
 SY1372  PID         -  SY1372
 SY1372  STATE/COUNTY-  WA/MASON
 SY1372  USGS QUAD   -  UNION (1985)
 SY1372
 SY1372                         *CURRENT SURVEY CONTROL
 SY1372  ___________________________________________________________________
 SY1372* NAD 83(1986)-  47 15 33.     (N)    123 01 14.     (W)     SCALED    
 SY1372* NAVD 88     -         8.312  (meters)      27.27   (feet)  POSTED    
 SY1372  ___________________________________________________________________
 SY1372  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 SY1372  DYNAMIC HT  -           8.310 (meters)      27.26  (feet)  COMP
 SY1372  MODELED GRAV-     980,795.7   (mgal)                       NAVD 88
 SY1372
 SY1372  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1372
 SY1372.The horizontal coordinates were scaled from a topographic map and have
 SY1372.an estimated accuracy of +/- 6 seconds.
 SY1372
 SY1372.The orthometric height was determined by differential leveling
 SY1372.and adjusted by the National Geodetic Survey in 1992..
 SY1372.No vertical observational check was made to the station.
 SY1372.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1372.was located on a no-check spur therefore a value was not computed.
 SY1372
 SY1372.The geoid height was determined by GEOID03.
 SY1372
 SY1372.The dynamic height is computed by dividing the NAVD 88
 SY1372.geopotential number by the normal gravity value computed on the
 SY1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1372.degrees latitude (g = 980.6199 gals.).
 SY1372
 SY1372.The modeled gravity was interpolated from observed gravity values.
 SY1372
 SY1372;                    North         East    Units  Estimated Accuracy
 SY1372;SPC WA S     -   217,110.      309,260.      MT  (+/- 180 meters Scaled)
 SY1372
 SY1372                          SUPERSEDED SURVEY CONTROL
 SY1372
 SY1372  NGVD 29 (??/??/??)    7.254  (m)           23.80   (f) ADJUSTED    1 2
 SY1372
 SY1372.Superseded values are not recommended for survey control.
 SY1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1372.See file dsdata.txt to determine how the superseded data were derived.
 SY1372
 SY1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT984339(NAD 83)
 SY1372_MARKER: DR = REFERENCE MARK DISK
 SY1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1372_STAMPING: 2 1935
 SY1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1372+STABILITY: SURFACE MOTION
 SY1372
 SY1372  HISTORY     - Date     Condition        Report By
 SY1372  HISTORY     - 1935     MONUMENTED       CGS
 SY1372  HISTORY     - 1981     GOOD             NGS
 SY1372  HISTORY     - 1988     GOOD             USPSQD
 SY1372  HISTORY     - 1988     GOOD             USPSQD
 SY1372  HISTORY     - 1989     GOOD             USPSQD
 SY1372
 SY1372                          STATION DESCRIPTION
 SY1372
 SY1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SY1372'5.5 MI NE FROM SHELTON.
 SY1372'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY1372'SHELTON, MASON COUNTY, 78.7 FEET NORTHWEST OF TRIANGULATION STATION
 SY1372'DON, BETWEEN THE NEW AND OLD HIGHWAYS, IN A SMALL APPLE ORCHARD, 30
 SY1372'FEET NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, AND 1.8 FEET
 SY1372'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK
 SY1372'DISK, STAMPED 2 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 SY1372'THE GROUND.
 SY1372
 SY1372                          STATION RECOVERY (1981)
 SY1372
 SY1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SY1372'5.5 MILES NORTH EAST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE IN
 SY1372'SHELTON THENCE RIGHT ON THE OLD HIGHWAY FOR 0.1 MILE TO A SIDE ROAD
 SY1372'LEFT AT THE END OF A GUARD RAIL THENCE LEFT FOR 0.05 MILE TO THE MARK
 SY1372'ON THE RIGHT 64 FEET EAST OF THE CENTER OF THE CENTER OF THE OLD
 SY1372'HIGHWAY AND 40 FEET SOUTH OF THE CENTER OF THE TRACK RAIL AND 78.7
 SY1372'FEET NORTHWEST OF TRIANGULATION STATION DON 1936.
 SY1372
 SY1372                          STATION RECOVERY (1988)
 SY1372
 SY1372'RECOVERY NOTE BY US POWER SQUADRON 1988 (EBO)
 SY1372'RECOVERED IN GOOD CONDITION.
 SY1372
 SY1372                          STATION RECOVERY (1988)
 SY1372
 SY1372'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1372'RECOVERED IN GOOD CONDITION.
 SY1372
 SY1372                          STATION RECOVERY (1989)
 SY1372
 SY1372'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1355 ***********************************************************************
 TP1355  DESIGNATION -  DONAVAN
 TP1355  PID         -  TP1355
 TP1355  STATE/COUNTY-  WA/OKANOGAN
 TP1355  USGS QUAD   -  SYNAREP (1980)
 TP1355
 TP1355                         *CURRENT SURVEY CONTROL
 TP1355  ___________________________________________________________________
 TP1355* NAD 83(1991)-  48 35 10.74550(N)    119 21 54.86906(W)     ADJUSTED  
 TP1355* NAVD 88     -      1300.7    (meters)    4267.     (feet)  VERTCON   
 TP1355  ___________________________________________________________________
 TP1355  LAPLACE CORR-          11.07  (seconds)                    DEFLEC99
 TP1355  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 TP1355
 TP1355  HORZ ORDER  -  THIRD
 TP1355
 TP1355.The horizontal coordinates were established by classical geodetic methods
 TP1355.and adjusted by the National Geodetic Survey in December 1991..
 TP1355
 TP1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1355
 TP1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1355
 TP1355.The geoid height was determined by GEOID03.
 TP1355
 TP1355;                    North         East     Units Scale Factor Converg.
 TP1355;SPC WA N     -   177,408.100   608,300.535   MT  0.99997567   +1 05 34.9
 TP1355;SPC WA N     -   582,046.41  1,995,732.67   sFT  0.99997567   +1 05 34.9
 TP1355;UTM  11      - 5,384,171.081   325,578.225   MT  0.99997379   -1 46 27.4
 TP1355
 TP1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1355!SPC WA N     -   0.99979899  x   0.99997567  =   0.99977466
 TP1355!UTM  11      -   0.99979899  x   0.99997379  =   0.99977278
 TP1355
 TP1355|---------------------------------------------------------------------|
 TP1355| PID    Reference Object                     Distance      Geod. Az  |
 TP1355|                                                           dddmmss.s |
 TP1355| CS4694 DONAVAN RM 2                         11.853 METERS 00228     |
 TP1355| CS4693 DONAVAN RM 1                         16.498 METERS 05710     |
 TP1355| TP1375 SYN                                 APPROX. 8.4 KM 2135055.4 |
 TP1355|---------------------------------------------------------------------|
 TP1355
 TP1355                          SUPERSEDED SURVEY CONTROL
 TP1355
 TP1355  NAD 83(1986)-  48 35 10.75209(N)    119 21 54.86907(W) AD(       ) 3
 TP1355  NGVD 29 (10/02/90) 1299.4    (m)         4263.     (f) VERT ANG       
 TP1355
 TP1355.Superseded values are not recommended for survey control.
 TP1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1355.See file dsdata.txt to determine how the superseded data were derived.
 TP1355
 TP1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP2557884171(NAD 83)
 TP1355_MARKER: DS = TRIANGULATION STATION DISK
 TP1355_SETTING: 80 = SET IN A BOULDER
 TP1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1355+STABILITY: SURFACE MOTION
 TP1355
 TP1355  HISTORY     - Date     Condition        Report By
 TP1355  HISTORY     - 1956     MONUMENTED       USGS
 TP1355  HISTORY     - 1975     GOOD             USGS
 TP1355
 TP1355                          STATION DESCRIPTION
 TP1355
 TP1355'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1355'LOCATED ABOUT 9.0 MI NE. OF RIVERSIDE, 8.5 MI SE. OF TONASKET.  ON
 TP1355'MOUNTAIN KNOWN LOCALLY AS DONAVAN MOUNTAIN.  (OLDER RESIDENTS
 TP1355'REFER TO IT AS METER MOUNTAIN)  MOUNTAIN CONSISTS OF TWO TOPS.
 TP1355'STATION IS LOCATED ON HIGHEST POINT OF MOST SOUTHWESTERN OF THE
 TP1355'TWO.  A BARBED WIRE FENCE PASSES OVER TOP 15 FT W. OF STATION
 TP1355'
 TP1355'TO REACH FROM RIVERSIDE POST OFFICE, DRIVE N. ACROSS BRIDGE OVER
 TP1355'OKANOGAN RIVER AND RR. TRACKS 0.2 MI.  TURN LEFT FOLLOWING
 TP1355'SURFACED RD. 1.8 MI N. TO RD. FORKS.  TAKE RIGHT FORK UPHILL 5.2
 TP1355'MI TO RD. FORKS AND SIGN CRAWFISH LAKE 12, RIVERSIDE 7.  TAKE
 TP1355'LEFT FORK OFF MAIN-TRAVELED RD. FOLLOWING DIRT RD. 1.0 MI TO
 TP1355'FARMHOUSE RIGHT, CONTINUE STRAIGHT AHEAD 2.0 MI TO RD. FORKS
 TP1355'RIGHT BY TWO LARGE PINE TREES.  TURN SHARP RIGHT FOLLOWING FARM
 TP1355'RD. 0.5 MI TO LARGE ABANDONED FARMHOUSE RIGHT, CONTINUE ON VERY
 TP1355'ROUGH LOGGING RD. TO TOP OF MOUNTAIN AND STATION.  (CAN BE DRIVEN
 TP1355'WITH 2-WHEEL DRIVE BUT 4-WHEEL DRIVE IS BETTER)
 TP1355'
 TP1355'STATION MARK--STANDARD TABLET STAMPED---DONAVAN 1956---, CEMENTED
 TP1355'IN LARGE GRANITE BOULDER BURIED IN GROUND.
 TP1355'
 TP1355'RM 1--COPPER NAIL AND WASHER IN 10-INCH PINE TREE.
 TP1355'
 TP1355'RM 2--COPPER NAIL AND WASHER CEMENTED IN LARGE GRANITE BOULDER.
 TP1355
 TP1355                          STATION RECOVERY (1975)
 TP1355
 TP1355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP1355'OCCUPIED ONLY TO ESTABLISH ETVA ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1210 ***********************************************************************
 SB1210  DESIGNATION -  DONKELAAR
 SB1210  PID         -  SB1210
 SB1210  STATE/COUNTY-  WA/YAKIMA
 SB1210  USGS QUAD   -  TIETON (1981)
 SB1210
 SB1210                         *CURRENT SURVEY CONTROL
 SB1210  ___________________________________________________________________
 SB1210* NAD 83(1998)-  46 40 55.72480(N)    120 46 59.74956(W)     ADJUSTED  
 SB1210* NAVD 88     -       676.0    (meters)    2218.     (feet)  VERTCON   
 SB1210  ___________________________________________________________________
 SB1210  X           -  -2,243,651.316 (meters)                     COMP
 SB1210  Y           -  -3,766,260.966 (meters)                     COMP
 SB1210  Z           -   4,618,071.692 (meters)                     COMP
 SB1210  LAPLACE CORR-         -12.30  (seconds)                    DEFLEC99
 SB1210  ELLIP HEIGHT-         655.57  (meters)          (07/05/01) GPS OBS
 SB1210  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 SB1210
 SB1210  HORZ ORDER  -  FIRST
 SB1210  ELLP ORDER  -  FOURTH    CLASS II
 SB1210
 SB1210.The horizontal coordinates were established by GPS observations
 SB1210.and adjusted by the National Geodetic Survey in July 2001..
 SB1210.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB1210.DATUM ITEM on the data sheet items page.
 SB1210
 SB1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1210
 SB1210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB1210
 SB1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1210
 SB1210.The ellipsoidal height was determined by GPS observations
 SB1210.and is referenced to NAD 83.
 SB1210
 SB1210.The geoid height was determined by GEOID03.
 SB1210
 SB1210;                    North         East     Units Scale Factor Converg.
 SB1210;SPC WA S     -   149,959.564   478,330.527   MT  0.99991603   -0 12 20.7
 SB1210;SPC WA S     -   491,992.34  1,569,322.74   sFT  0.99991603   -0 12 20.7
 SB1210;UTM  10      - 5,172,229.623   669,523.059   MT  0.99995324   +1 36 47.5
 SB1210
 SB1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1210!SPC WA S     -   0.99989725  x   0.99991603  =   0.99981328
 SB1210!UTM  10      -   0.99989725  x   0.99995324  =   0.99985049
 SB1210
 SB1210                          SUPERSEDED SURVEY CONTROL
 SB1210
 SB1210  NAD 83(1991)-  46 40 55.72380(N)    120 46 59.74951(W) AD(       ) 1
 SB1210  ELLIP H (05/26/93)  655.69   (m)                       GP(       ) 3 1
 SB1210  NGVD 29 (05/26/93)  674.9    (m)         2214.     (f) GPS OBS        
 SB1210
 SB1210.Superseded values are not recommended for survey control.
 SB1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1210.See file dsdata.txt to determine how the superseded data were derived.
 SB1210
 SB1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS6952372230(NAD 83)
 SB1210_MARKER: A = ALUMINUM MARKER
 SB1210_SETTING: 0 = UNSPECIFIED SETTING
 SB1210_STAMPING: DONKELAAR 1991
 SB1210_MARK LOGO: WA-077
 SB1210_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SB1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1210+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SB1210
 SB1210  HISTORY     - Date     Condition        Report By
 SB1210  HISTORY     - 1991     MONUMENTED       WA-077
 SB1210
 SB1210                          STATION DESCRIPTION
 SB1210
 SB1210'DESCRIBED BY YAKIMA COUNTY WASHINGTON 1991
 SB1210'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHEAST
 SB1210'QUARTER OF SECTION 23 TOWNSHIP 14 NORTH, RANGE 16 EAST, WILLAMETTE
 SB1210'MERIDIAN.
 SB1210'FROM THE US POST OFFICE AT 161 COWICHE CITY ROAD, COWICHE, WASHINGTON
 SB1210'(98923).  GO EAST ON COWICHE CITY ROAD FOR 0.20 MI (0.32 KM) TO THE
 SB1210'INTERSECTION WITH SUMMITVIEW ROAD.  TURN LEFT ON SUMMITVIEW ROAD AND
 SB1210'HEAD NORTHERLY FOR 0.90 MI (1.45 KM) TO THE INTERSECTION WITH
 SB1210'HIGHLAND ROAD AND FORNERY ROAD.  TURN LEFT ON HIGHLAND ROAD AND HEAD
 SB1210'WESTERLY FOR 1.55 MI (2.49 KM) TO THE INTERSECTION  WITH SHARP ROAD.
 SB1210'TURN LEFT ON SHARP ROAD AND HEAD WEST FOR 0.60 MI (0.97 KM) TO THE
 SB1210'INTERSECTION WITH KAIL ROAD AND WEBERT ROAD.  CONTINUE WESTERLY ON
 SB1210'WEBERT ROAD FOR 1.50 MI (2.41 KM) TO BEGINNING OF HUMPHREY ROAD IN
 SB1210'CURVE TO THE RIGHT.  CONTINUE NORTHEASTERLY ON HUMPHREY ROAD FOR 0.20
 SB1210'MI (0.32 KM) TO MIDDLE OF CURVE TO THE LEFT, AND THE STATION. .
 SB1210'THE MARK IS A 2 1/2 INCH ALUMINUM CAP SET ON A 5/8 INCH BY 30 INCH REB
 SB1210'INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH GROUND SURFACE.
 SB1210'LOCATED 25.90 FT (7.89 M) EAST OF NAIL IN ROAD SIGN POST, 55.50 FT
 SB1210'(16.92 M)  SOUTH SOUTHWEST OF NAIL IN ROAD SIGN POST, 33 FT (10.1 M)
 SB1210'WEST OF CENTERLINE OF ORCHARD ACCESS TRAIL AND 36 FT (11.0 M)
 SB1210'SOUTHEAST OF CENTERLINE OF HUMPHREY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1464 ***********************************************************************
 SY1464  DESIGNATION -  DONKEY
 SY1464  PID         -  SY1464
 SY1464  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1464  USGS QUAD   -  STEVENS CREEK (1990)
 SY1464
 SY1464                         *CURRENT SURVEY CONTROL
 SY1464  ___________________________________________________________________
 SY1464* NAD 83(1991)-  47 16 19.17947(N)    123 54 55.62068(W)     ADJUSTED  
 SY1464* NAVD 88     -       100.978  (meters)     331.29   (feet)  ADJUSTED  
 SY1464  ___________________________________________________________________
 SY1464  LAPLACE CORR-          14.66  (seconds)                    DEFLEC99
 SY1464  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 SY1464  DYNAMIC HT  -         100.994 (meters)     331.34  (feet)  COMP
 SY1464  MODELED GRAV-     980,774.2   (mgal)                       NAVD 88
 SY1464
 SY1464  HORZ ORDER  -  SECOND
 SY1464  VERT ORDER  -  FIRST     CLASS I
 SY1464
 SY1464.The horizontal coordinates were established by classical geodetic methods
 SY1464.and adjusted by the National Geodetic Survey in December 1991..
 SY1464
 SY1464.The orthometric height was determined by differential leveling
 SY1464.and adjusted by the National Geodetic Survey in June 1991..
 SY1464
 SY1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1464
 SY1464.The geoid height was determined by GEOID03.
 SY1464
 SY1464.The dynamic height is computed by dividing the NAVD 88
 SY1464.geopotential number by the normal gravity value computed on the
 SY1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1464.degrees latitude (g = 980.6199 gals.).
 SY1464
 SY1464.The modeled gravity was interpolated from observed gravity values.
 SY1464
 SY1464;                    North         East     Units Scale Factor Converg.
 SY1464;SPC WA S     -   221,085.077   241,639.970   MT  0.99998654   -2 28 51.5
 SY1464;SPC WA S     -   725,343.29    792,780.47   sFT  0.99998654   -2 28 51.5
 SY1464;UTM  10      - 5,235,796.939   430,756.587   MT  0.99965892   -0 40 21.0
 SY1464
 SY1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1464!SPC WA S     -   0.99998780  x   0.99998654  =   0.99997434
 SY1464!UTM  10      -   0.99998780  x   0.99965892  =   0.99964672
 SY1464
 SY1464:                Primary Azimuth Mark                     Grid Az
 SY1464:SPC WA S     -  DONKEY AZ MK                             017 46 10.0
 SY1464:UTM  10      -  DONKEY AZ MK                             015 57 39.5
 SY1464
 SY1464|---------------------------------------------------------------------|
 SY1464| PID    Reference Object                     Distance      Geod. Az  |
 SY1464|                                                           dddmmss.s |
 SY1464| SY1466 DONKEY AZ MK                                       0151718.5 |
 SY1464| SY1463 DONKEY RM 1                          23.162 METERS 18905     |
 SY1464| SY1465 DONKEY RM 2                          28.885 METERS 28646     |
 SY1464|---------------------------------------------------------------------|
 SY1464
 SY1464                          SUPERSEDED SURVEY CONTROL
 SY1464
 SY1464  NAD 83(1986)-  47 16 19.17263(N)    123 54 55.62566(W) AD(       ) 2
 SY1464  NAD 27      -  47 16 19.85700(N)    123 54 50.99900(W) AD(       ) 2
 SY1464  NGVD 29 (??/??/??)   99.950  (m)          327.92   (f) ADJUSTED    1 1
 SY1464
 SY1464.Superseded values are not recommended for survey control.
 SY1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1464.See file dsdata.txt to determine how the superseded data were derived.
 SY1464
 SY1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3075735797(NAD 83)
 SY1464_MARKER: DS = TRIANGULATION STATION DISK
 SY1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1464_STAMPING: DONKEY 1953
 SY1464_MARK LOGO: CGS   
 SY1464_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1464+STABILITY: SURFACE MOTION
 SY1464
 SY1464  HISTORY     - Date     Condition        Report By
 SY1464  HISTORY     - 1953     MONUMENTED       CGS
 SY1464  HISTORY     - 1962     SEE DESCRIPTION  WEYCO
 SY1464  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY1464  HISTORY     - 1973     SEE DESCRIPTION  RAYONI
 SY1464  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SY1464  HISTORY     - 1974     GOOD             NGS
 SY1464  HISTORY     - 19950620 GOOD             WADT
 SY1464
 SY1464                          STATION DESCRIPTION
 SY1464
 SY1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SY1464'THE STATION IS LOCATED ABOUT 14 MILES EAST OF MOCLIPS, ABOUT 13
 SY1464'MILES SOUTH OF QUINAULT, ABOUT 3 MILES NORTH NORTHEAST OF
 SY1464'HUMPTULIPS, 100 FEET EAST OF TELEPHONE POLE NUMBER 550-8/40 AND
 SY1464'64 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NUMBER 101.
 SY1464'
 SY1464'TO REACH FROM THE VILLAGE OF HUMPTULIPS.  GO NORTH, ON U.S. HIGHWAY
 SY1464'NUMBER 101 FOR 3.25 MILES.  CROSS OVER DONKEY CREEK ROAD AND
 SY1464'CONTINUE NORTH, ON U.S. HIGHWAY NUMBER 101 FOR 0.3 MILE TO THE
 SY1464'STATION ON THE RIGHT HAND SIDE OF THE ROAD.
 SY1464'
 SY1464'THE STATION IS A STANDARD DISK, STAMPED DONKEY 1953, SET IN THE
 SY1464'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 SY1464'
 SY1464'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED DONKEY 1953,
 SY1464'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS LOCATED
 SY1464'ABOUT 40 INCHES BELOW THE SURFACE OF THE SOIL.
 SY1464'
 SY1464'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED DONKEY NO 1
 SY1464'1953, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 SY1464'4 INCHES.  IT IS LOCATED 45 EAST OF THE CENTERLINE OF U.S. HIGHWAY
 SY1464'NUMBER 101 AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 SY1464'
 SY1464'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED DONKEY NO 2
 SY1464'1953, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 SY1464'8 INCHES.  IT IS LOCATED 30.9 FEET WEST OF THE CENTERLINE OF
 SY1464'U.S. HIGHWAY NUMBER 101, 24 FEET NORTHEAST OF TELEPHONE POLE
 SY1464'NUMBER 550-8/40 AND 1.972 FEET HIGHER THAN THE STATION.
 SY1464'
 SY1464'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DONKEY 1953, SET IN
 SY1464'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SY1464'LOCATED ABOUT 0.35 MILE NORTH OF THE STATION, 36 FEET WEST OF THE
 SY1464'CENTERLINE OF U.S. HIGHWAY NUMBER 101 AND ABOUT MIDWAY BETWEEN
 SY1464'TELEPHONE POLE NUMBER 559 AND 560.
 SY1464'
 SY1464'OBSERVATIONS WERE MADE FROM A 78 FOOT TOWER.
 SY1464
 SY1464                          STATION RECOVERY (1962)
 SY1464
 SY1464'RECOVERY NOTE BY WEYERHAEUSER COMPANY 1962
 SY1464'STATION, R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED IN GOOD CONDITION.
 SY1464'
 SY1464'STATION IS APPROXIMATELY 62 FEET EAST OF CENTERLINE OF QUINAULT
 SY1464'HIWAY AND SIX-TENTHS MILE NORTHERLY FROM PROMISED LAND PARK.
 SY1464
 SY1464                          STATION RECOVERY (1964)
 SY1464
 SY1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY1464'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 SY1464'RECOVERED AS DESCRIBED, EXCEPT FROM THE JUNCTION OF DONKEY CREEK
 SY1464'ROAD AND U.S. HIGHWAY 101 IT IS 0.4 MILE TO THE STATION INSTEAD
 SY1464'OF 0.3 MILE.  THE STATION IS 87 FEET NORTH OF POWER POLE
 SY1464'HQ44.  R. M. NO. 1 IS 11 FEET NORTH OF POWER POLE HQ44.
 SY1464
 SY1464                          STATION RECOVERY (1973)
 SY1464
 SY1464'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1973
 SY1464'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 SY1464'MARK WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED IN THE NOTES
 SY1464'ON PAGES 15 AND 28 OF BOOK NO. 1152.  THE STATION IS NORTH 11 DEG
 SY1464'EAST 87 FEET FROM THE FIRST POWER POLE ON THE FLAT, NORTH ALONG
 SY1464'THE HIGHWAY PAST THE POWER SUBSTATION.  IT IS NORTH 78 DEG WEST
 SY1464'30 FEET FROM A CEDAR TREE WHICH IS THE NORTHERN TREE IN A GROUP
 SY1464'OF THREE CONIFERS.  IT IS NORTH 63 DEG EAST 125 FEET FROM A
 SY1464'LARGE, FORKED DOUGLAS FIR ON THE WEST SIDE OF THE HIGHWAY AND 40
 SY1464'FEET EAST OF THE DITCH.
 SY1464'
 SY1464'REFERENCE MARK NO. 1 IS 66 FEET EAST OF THE CENTERLINE OF
 SY1464'U.S. HIGHWAY 101, NORTH 20 DEG EAST 11 FEET FROM THE POWER POLE
 SY1464'AND BEARS SOUTH 9 DEG WEST FROM THE STATION.  REFERENCE MARK NO. 2
 SY1464'IS ON THE WEST SIDE OF THE HIGHWAY AS DESCRIBED, EXCEPT THAT THE
 SY1464'TELEPHONE POLE IS GONE.  IT BEARS NORTH 73 DEG WEST.
 SY1464'
 SY1464'THE AZIMUTH MARK WAS FOUND AS DESCRIBED EXCEPT THAT THE TELEPHONE
 SY1464'POLES ARE GONE.
 SY1464
 SY1464                          STATION RECOVERY (1974)
 SY1464
 SY1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 SY1464'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 SY1464'WERE RECOVERED IN GOOD CONDITION.
 SY1464'
 SY1464'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1464'ABOUT 3 MILES NORTH OF HUMPTULIPS.
 SY1464
 SY1464                          STATION RECOVERY (1974)
 SY1464
 SY1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1464'3.6 MI N FROM HUMPTULIPS.
 SY1464'ABOUT 3.6 MILES NORTH ALONG U. S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1464'HUMPTULIPS, 0.35 MILE NORTH OF THE JUNCTION OF DONKEY CREEK ROAD, 0.05
 SY1464'MILE SOUTH OF HIGHWAY MILEPOST 113, ON THE INSIDE OF A CURVE, 63 FEET
 SY1464'EAST OF THE CENTER LINE OF THE HIGHWAY, 87 FEET NORTH OF POWER LINE
 SY1464'POLE 29 13 WITH ONE GUY WIRE, 14.5 FEET EAST OF A WHITE WOODEN WITNESS
 SY1464'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 SY1464'OF A CONCRETE POST PROJECTING 0.3 FOOT.  SECTION 35, T 21N, R 10W.
 SY1464
 SY1464                          STATION RECOVERY (1995)
 SY1464
 SY1464'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SY1464'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1466 ***********************************************************************
 SY1466  DESIGNATION -  DONKEY AZ MK
 SY1466  PID         -  SY1466
 SY1466  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1466  USGS QUAD   -  STEVENS CREEK (1990)
 SY1466
 SY1466                         *CURRENT SURVEY CONTROL
 SY1466  ___________________________________________________________________
 SY1466* NAD 83(1986)-  47 16 36.     (N)    123 54 48.     (W)     SCALED    
 SY1466* NAVD 88     -       108.798  (meters)     356.95   (feet)  ADJUSTED  
 SY1466  ___________________________________________________________________
 SY1466  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY1466  DYNAMIC HT  -         108.816 (meters)     357.01  (feet)  COMP
 SY1466  MODELED GRAV-     980,773.5   (mgal)                       NAVD 88
 SY1466
 SY1466  VERT ORDER  -  FIRST     CLASS I
 SY1466
 SY1466.The horizontal coordinates were scaled from a topographic map and have
 SY1466.an estimated accuracy of +/- 6 seconds.
 SY1466
 SY1466.The orthometric height was determined by differential leveling
 SY1466.and adjusted by the National Geodetic Survey in June 1991..
 SY1466
 SY1466.The geoid height was determined by GEOID03.
 SY1466
 SY1466.The dynamic height is computed by dividing the NAVD 88
 SY1466.geopotential number by the normal gravity value computed on the
 SY1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1466.degrees latitude (g = 980.6199 gals.).
 SY1466
 SY1466.The modeled gravity was interpolated from observed gravity values.
 SY1466
 SY1466;                    North         East    Units  Estimated Accuracy
 SY1466;SPC WA S     -   221,600.      241,820.      MT  (+/- 180 meters Scaled)
 SY1466
 SY1466                          SUPERSEDED SURVEY CONTROL
 SY1466
 SY1466  NGVD 29 (??/??/??)  107.769  (m)          353.57   (f) ADJUSTED    1 1
 SY1466
 SY1466.Superseded values are not recommended for survey control.
 SY1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1466.See file dsdata.txt to determine how the superseded data were derived.
 SY1466
 SY1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT309363(NAD 83)
 SY1466_MARKER: DZ = AZIMUTH MARK DISK
 SY1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1466_STAMPING: DONKEY 1953
 SY1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1466+STABILITY: SURFACE MOTION
 SY1466
 SY1466  HISTORY     - Date     Condition        Report By
 SY1466  HISTORY     - 1953     MONUMENTED       CGS
 SY1466  HISTORY     - 1974     GOOD             NGS
 SY1466
 SY1466                          STATION DESCRIPTION
 SY1466
 SY1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1466'3.95 MI N FROM HUMPTULIPS.
 SY1466'ABOUT 3.95 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1466'HUMPTULIPS, 0.3 MILE NORTH OF HIGHWAY MILEPOST 113, AT THE TOP OF A
 SY1466'SMALL RISE, 38 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 457 FEET
 SY1466'SOUTH OF THE CENTER OF THE WEST END OF A 16-INCH CONCRETE PIPE CULVERT
 SY1466'UNDER THE HIGHWAY, 109 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM
 SY1466'POWER LINE POLE 303, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2
 SY1466'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 SY1466'POST PROJECTING 0.7 FOOT.  SECTION 26, T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1463 ***********************************************************************
 SY1463  DESIGNATION -  DONKEY RM 1
 SY1463  PID         -  SY1463
 SY1463  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1463  USGS QUAD   -  STEVENS CREEK (1990)
 SY1463
 SY1463                         *CURRENT SURVEY CONTROL
 SY1463  ___________________________________________________________________
 SY1463* NAD 83(1986)-  47 16 17.     (N)    123 54 59.     (W)     SCALED    
 SY1463* NAVD 88     -       100.954  (meters)     331.21   (feet)  ADJUSTED  
 SY1463  ___________________________________________________________________
 SY1463  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 SY1463  DYNAMIC HT  -         100.970 (meters)     331.27  (feet)  COMP
 SY1463  MODELED GRAV-     980,774.2   (mgal)                       NAVD 88
 SY1463
 SY1463  VERT ORDER  -  FIRST     CLASS I
 SY1463
 SY1463.The horizontal coordinates were scaled from a topographic map and have
 SY1463.an estimated accuracy of +/- 6 seconds.
 SY1463
 SY1463.The orthometric height was determined by differential leveling
 SY1463.and adjusted by the National Geodetic Survey in June 1991..
 SY1463
 SY1463.The geoid height was determined by GEOID03.
 SY1463
 SY1463.The dynamic height is computed by dividing the NAVD 88
 SY1463.geopotential number by the normal gravity value computed on the
 SY1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1463.degrees latitude (g = 980.6199 gals.).
 SY1463
 SY1463.The modeled gravity was interpolated from observed gravity values.
 SY1463
 SY1463;                    North         East    Units  Estimated Accuracy
 SY1463;SPC WA S     -   221,020.      241,570.      MT  (+/- 180 meters Scaled)
 SY1463
 SY1463                          SUPERSEDED SURVEY CONTROL
 SY1463
 SY1463  NGVD 29 (??/??/??)   99.925  (m)          327.84   (f) ADJUSTED    1 1
 SY1463
 SY1463.Superseded values are not recommended for survey control.
 SY1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1463.See file dsdata.txt to determine how the superseded data were derived.
 SY1463
 SY1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT306357(NAD 83)
 SY1463_MARKER: DR = REFERENCE MARK DISK
 SY1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1463_STAMPING: DONKEY NO 1 1953
 SY1463_MARK LOGO: CGS   
 SY1463_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1463+STABILITY: SURFACE MOTION
 SY1463
 SY1463  HISTORY     - Date     Condition        Report By
 SY1463  HISTORY     - 1953     MONUMENTED       CGS
 SY1463  HISTORY     - 1974     GOOD             NGS
 SY1463  HISTORY     - 19950620 GOOD             WADT
 SY1463
 SY1463                          STATION DESCRIPTION
 SY1463
 SY1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1463'3.6 MI N FROM HUMPTULIPS.
 SY1463'ABOUT 3.6 MILES NORTH ALONG U. S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1463'HUMPTULIPS, 0.35 MILE NORTH OF THE JUNCTION OF DONKEY CREEK ROAD, ON
 SY1463'THE INSIDE OF A CURVE, 0.05 MILE SOUTH OF HIGHWAY MILEPOST 113, 65 1/2
 SY1463'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11 1/2 FEET NORTH OF
 SY1463'POWER LINE POLE 29 13, 76 FEET SOUTH OF THE STATION MARK, 2.0 FEET
 SY1463'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND STATION
 SY1463'MARK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT. SECTION
 SY1463'35, T 21N, R 10W.
 SY1463
 SY1463                          STATION RECOVERY (1995)
 SY1463
 SY1463'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SY1463'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1465 ***********************************************************************
 SY1465  DESIGNATION -  DONKEY RM 2
 SY1465  PID         -  SY1465
 SY1465  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1465  USGS QUAD   -  STEVENS CREEK (1990)
 SY1465
 SY1465                         *CURRENT SURVEY CONTROL
 SY1465  ___________________________________________________________________
 SY1465* NAD 83(1986)-  47 16 18.     (N)    123 54 55.     (W)     SCALED    
 SY1465* NAVD 88     -       101.570  (meters)     333.23   (feet)  ADJUSTED  
 SY1465  ___________________________________________________________________
 SY1465  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 SY1465  DYNAMIC HT  -         101.586 (meters)     333.29  (feet)  COMP
 SY1465  MODELED GRAV-     980,774.2   (mgal)                       NAVD 88
 SY1465
 SY1465  VERT ORDER  -  FIRST     CLASS I
 SY1465
 SY1465.The horizontal coordinates were scaled from a topographic map and have
 SY1465.an estimated accuracy of +/- 6 seconds.
 SY1465
 SY1465.The orthometric height was determined by differential leveling
 SY1465.and adjusted by the National Geodetic Survey in June 1991..
 SY1465
 SY1465.The geoid height was determined by GEOID03.
 SY1465
 SY1465.The dynamic height is computed by dividing the NAVD 88
 SY1465.geopotential number by the normal gravity value computed on the
 SY1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1465.degrees latitude (g = 980.6199 gals.).
 SY1465
 SY1465.The modeled gravity was interpolated from observed gravity values.
 SY1465
 SY1465;                    North         East    Units  Estimated Accuracy
 SY1465;SPC WA S     -   221,050.      241,650.      MT  (+/- 180 meters Scaled)
 SY1465
 SY1465                          SUPERSEDED SURVEY CONTROL
 SY1465
 SY1465  NGVD 29 (??/??/??)  100.542  (m)          329.86   (f) ADJUSTED    1 1
 SY1465
 SY1465.Superseded values are not recommended for survey control.
 SY1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1465.See file dsdata.txt to determine how the superseded data were derived.
 SY1465
 SY1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT307357(NAD 83)
 SY1465_MARKER: DR = REFERENCE MARK DISK
 SY1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1465_STAMPING: DONKEY NO 2 1953
 SY1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1465+STABILITY: SURFACE MOTION
 SY1465
 SY1465  HISTORY     - Date     Condition        Report By
 SY1465  HISTORY     - 1953     MONUMENTED       CGS
 SY1465  HISTORY     - 1974     GOOD             NGS
 SY1465
 SY1465                          STATION DESCRIPTION
 SY1465
 SY1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1465'3.6 MI N FROM HUMPTULIPS.
 SY1465'ABOUT 3.6 MILES NORTH ALONG U. S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1465'HUMPTULIPS, 0.35 MILE NORTH OF THE JUNCTION OF DONKEY CREEK ROAD, 0.05
 SY1465'MILE SOUTH OF HIGHWAY MILEPOST 113, ON THE OUTSIDE OF A CURVE, 31 1/2
 SY1465'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 135.8 FEET
 SY1465'NORTH-NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 29 13
 SY1465'WITH ONE GUY WIRE, 94.8 FEET WEST-NORTHWEST OF THE STATION MARK, 1.5
 SY1465'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 SY1465'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 SY1465'SECTION 35, T 21N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3744 ***********************************************************************
 DH3744  DESIGNATION -  DONOVAN
 DH3744  PID         -  DH3744
 DH3744  STATE/COUNTY-  WA/WHATCOM
 DH3744  USGS QUAD   -  ELIZA ISLAND (1995)
 DH3744
 DH3744                         *CURRENT SURVEY CONTROL
 DH3744  ___________________________________________________________________
 DH3744* NAD 83(1998)-  48 43 02.85620(N)    122 30 41.96462(W)     ADJUSTED  
 DH3744* NAVD 88     -        17.5    (meters)      57.     (feet)  GPS OBS   
 DH3744  ___________________________________________________________________
 DH3744  X           -  -2,266,029.333 (meters)                     COMP
 DH3744  Y           -  -3,555,357.123 (meters)                     COMP
 DH3744  Z           -   4,769,883.565 (meters)                     COMP
 DH3744  LAPLACE CORR-           7.44  (seconds)                    DEFLEC99
 DH3744  ELLIP HEIGHT-          -4.19  (meters)          (06/08/05) GPS OBS
 DH3744  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 DH3744
 DH3744  HORZ ORDER  -  FIRST
 DH3744  ELLP ORDER  -  THIRD     CLASS I
 DH3744
 DH3744.The horizontal coordinates were established by GPS observations
 DH3744.and adjusted by the W + H PACIFIC, INCORPORATED in June 2005..
 DH3744.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DH3744.DATUM ITEM on the data sheet items page.
 DH3744
 DH3744.The orthometric height was determined by GPS observations and a
 DH3744.high-resolution geoid model.
 DH3744
 DH3744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3744
 DH3744.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3744
 DH3744.The ellipsoidal height was determined by GPS observations
 DH3744.and is referenced to NAD 83.
 DH3744
 DH3744.The geoid height was determined by GEOID03.
 DH3744
 DH3744;                    North         East     Units Scale Factor Converg.
 DH3744;SPC WA N     -   192,304.832   376,511.088   MT  0.99999705   -1 14 58.4
 DH3744;SPC WA N     -   630,920.10  1,235,270.13   sFT  0.99999705   -1 14 58.4
 DH3744;UTM  10      - 5,396,162.963   535,920.194   MT  0.99961585   +0 22 01.1
 DH3744
 DH3744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3744!SPC WA N     -   1.00000066  x   0.99999705  =   0.99999771
 DH3744!UTM  10      -   1.00000066  x   0.99961585  =   0.99961651
 DH3744
 DH3744                          SUPERSEDED SURVEY CONTROL
 DH3744
 DH3744.No superseded survey control is available for this station.
 DH3744
 DH3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3592096163(NAD 83)
 DH3744_MARKER: DD = SURVEY DISK
 DH3744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3744_STAMPING: DONOVAN
 DH3744_MARK LOGO: 3001  
 DH3744_PROJECTION: RECESSED 15 CENTIMETERS
 DH3744_MAGNETIC: I = MARKER IS A STEEL ROD
 DH3744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3744+STABILITY: SURFACE MOTION
 DH3744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3744+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 DH3744
 DH3744  HISTORY     - Date     Condition        Report By
 DH3744  HISTORY     - 20040622 MONUMENTED       PACSEI
 DH3744
 DH3744                          STATION DESCRIPTION
 DH3744
 DH3744'DESCRIBED BY PACIFIC SURVEY AND ENGINEERS, 2004 (PKB)
 DH3744'THE STATION IS LOCATED IN BELLINGHAM, WASHINGTON, 8.2 KM SOUTHERLY OF
 DH3744'BELLINGHAM INTERNATIONAL AIRPORT, 2.7 KM WESTERLY OF INTERSTATE 5,AT
 DH3744'EXIT 250. MONUMENT IS LOCATED SOUTHWESTERLY OF THE INTERSECTION OF
 DH3744'DONOVAN AVE AND 4TH STREET, SET ON GRASSY KNOLL BETWEEN THE ROAD AND
 DH3744'GRAVEL TRAIL, OVERLOOKING THE CITY OF BELLINGHAMS SEWER TREATMENT
 DH3744'PLANT IN THE FAIRHAVEN AREA. OWNERSHIP-CITY OF BELLINGHAM, RIGHT OF
 DH3744'WAY. TO REACH THE STATION FROM THE INTERSECTION OF SOUTH BOUND ON
 DH3744'INTERSTATE 5 TO EXIT 250 (SR11), GO RIGHT ON SR11 (OLD FAIRHAVEN
 DH3744'PARKWAY), 2.1 KM, GO RIGHT ON 12TH AVE, 0.3 KM TO HARRIS AVE, GO LEFT
 DH3744'0.8 KM TO 4TH ST. GO LEFT 0.2 KM TO KNOVAN AVE MONUMENT IS
 DH3744'SOUTHWESTERLY OF INTERSECTION 21 METERS. THE STATION IS SET IN A 8.2
 DH3744'CM DIAMETER CITY OF BELLINGHAM BRASS DISC IN CONCRETE ON STAINLESS
 DH3744'STEEL ROD IN CONCRETE INSIDE OF 18.3 CM DIAMETER CASE. DISC IS FLUSH
 DH3744'WITH CONCRETE, 9CM BELOW TOP OF CASE. CAST IS FLUSH IN CONCRETE FLUSH
 DH3744'IN GRASSY GROUND. MONUMENT IS 6 METERS WEST FROM WEST EDGE OF ROAD
 DH3744'PAVING, 18 METERS SOUTHERLY OF SOUTH END OF METAL GUARD RAIL, 21
 DH3744'METERS SOUTHWESTERLY OF BRASS CAP MONUMENT IN THE INTERSECTION OF
 DH3744'DONOVAN AVE AND 4TH ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2621 ***********************************************************************
 RC2621  DESIGNATION -  DOOLEY
 RC2621  PID         -  RC2621
 RC2621  STATE/COUNTY-  WA/KLICKITAT
 RC2621  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC2621
 RC2621                         *CURRENT SURVEY CONTROL
 RC2621  ___________________________________________________________________
 RC2621* NAD 83(1991)-  45 42 21.22322(N)    120 50 40.80933(W)     ADJUSTED  
 RC2621* NAVD 88     -       626.     (meters)    2054.     (feet)  SCALED    
 RC2621  ___________________________________________________________________
 RC2621  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 RC2621  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RC2621
 RC2621  HORZ ORDER  -  FIRST
 RC2621
 RC2621.The horizontal coordinates were established by classical geodetic methods
 RC2621.and adjusted by the National Geodetic Survey in December 1991..
 RC2621
 RC2621.The orthometric height was scaled from a topographic map.
 RC2621
 RC2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2621
 RC2621.The geoid height was determined by GEOID03.
 RC2621
 RC2621;                    North         East     Units Scale Factor Converg.
 RC2621;SPC WA S     -    41,469.531   473,158.923   MT  1.00003132   -0 15 01.3
 RC2621;SPC WA S     -   136,054.62  1,552,355.57   sFT  1.00003132   -0 15 01.3
 RC2621;SPC OR N     -   226,663.774 2,473,161.410   MT  0.99993852   -0 14 40.0
 RC2621;SPC OR N     -   743,647.55  8,114,046.62   iFT  0.99993852   -0 14 40.0
 RC2621;UTM  10      - 5,063,630.500   667,773.344   MT  0.99994607   +1 32 35.0
 RC2621
 RC2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2621!SPC WA S     -   0.99990520  x   1.00003132  =   0.99993651
 RC2621!SPC OR N     -   0.99990520  x   0.99993852  =   0.99984372
 RC2621!UTM  10      -   0.99990520  x   0.99994607  =   0.99985127
 RC2621
 RC2621|---------------------------------------------------------------------|
 RC2621| PID    Reference Object                     Distance      Geod. Az  |
 RC2621|                                                           dddmmss.s |
 RC2621| CF5193 DOOLEY RM 1                           7.497 METERS 10702     |
 RC2621| CF5194 DOOLEY RM 2                           3.473 METERS 19525     |
 RC2621| RC2646 TOPPER                              APPROX. 5.7 KM 2412124.2 |
 RC2621| RC2624 DOOLEY AZ MK                        APPROX. 0.8 KM 2515619.2 |
 RC2621|---------------------------------------------------------------------|
 RC2621
 RC2621                          SUPERSEDED SURVEY CONTROL
 RC2621
 RC2621  NAD 83(1991)-  45 42 21.22328(N)    120 50 40.80927(W) AD(       ) 1
 RC2621  NAD 83(1986)-  45 42 21.23500(N)    120 50 40.80299(W) AD(       ) 1
 RC2621  NAD 27      -  45 42 21.78800(N)    120 50 36.57400(W) AD(       ) 1
 RC2621
 RC2621.Superseded values are not recommended for survey control.
 RC2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2621.See file dsdata.txt to determine how the superseded data were derived.
 RC2621
 RC2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6777363630(NAD 83)
 RC2621_MARKER: Z = SEE DESCRIPTION
 RC2621_SETTING: 80 = SET IN A BOULDER
 RC2621_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RC2621
 RC2621  HISTORY     - Date     Condition        Report By
 RC2621  HISTORY     - 1942     MONUMENTED       CGS
 RC2621  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RC2621  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2621  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RC2621  HISTORY     - 1979     GOOD             NGS
 RC2621
 RC2621                          STATION DESCRIPTION
 RC2621
 RC2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (ANS)
 RC2621'STATION IS LOCATED ABOUT 2 MILES N OF MARYHILL.  THE STATION IS ON
 RC2621'A LOW E-W RIDGE OVERLOOKING THE COLUMBIA RIVER, ON PROPERTY OWNED
 RC2621'BY H.L. DOOLEY, WHO LIVES ABOUT 1 MILE NNE OF THE STATION.  IT IS
 RC2621'1/2 MILE E OF A N-S ROAD AND ABOUT 100 YARDS NW OF A FENCE
 RC2621'CORNER.  THE MARK IS A STANDARD DISK SET IN A 2-FOOT BOULDER AND
 RC2621'PROJECTS 2 INCHES.  IT IS STAMPED DOOLEY 1942.  THERE IS A WHITE
 RC2621'REFERENCE POST 4 FEET NNW OF THE STATION.
 RC2621'
 RC2621'THERE IS NO UNDERGROUND MARK.
 RC2621'
 RC2621'REFERENCE MARK NO.1 IS 1 FOOT LOWER THAN THE STATION.  IT IS A
 RC2621'STANDARD DISK SET IN A 1-FOOT BOULDER ABOUT 3 FEET NE OF A 3-FOOT
 RC2621'BOULDER.  THE MARK PROJECTS 2 INCHES AND IS STAMPED DOOLEY NO.1
 RC2621'1942.
 RC2621'
 RC2621'REFERENCE MARK NO.2 IS AT ABOUT THE SAME ELEVATION AS THE
 RC2621'STATION.  IT IS A STANDARD DISK SET IN A 2 1/2-FOOT BOULDER.  IT
 RC2621'PROJECTS 8 INCHES AND IS STAMPED DOOLEY NO.2 1942.
 RC2621'
 RC2621'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 97 AND
 RC2621'830, JUST N OF MARYHILL, GO N ON U.S. HIGHWAY 97 FOR 4.5 MILES TO
 RC2621'A SIDE ROAD LEADING LEFT, W.  TURN LEFT, GO W ABOUT 50 YARDS, TURN
 RC2621'LEFT AGAIN, S, AND CONTINUE ON THE MAIN-TRAVELED ROAD S AND W FOR
 RC2621'2.1 MILES TO A T-ROAD TO THE LEFT, S.  TURN LEFT, S, AND CONTINUE
 RC2621'ON MAIN-TRAVELED ROAD FOR 1.7 MILES TO MR. H.L. DOOLEYS MAIL BOX
 RC2621'AND THE FORKS IN THE ROAD.  TAKE THE RIGHT FORK, S, AND
 RC2621'CONTINUE ON THE MAIN-TRAVELED ROAD FOR 0.85 MILE TO A WIRE GATE
 RC2621'ON THE LEFT, ABOUT 100 YARDS N OF THE TOP OF THE RIVER BLUFFS.
 RC2621'TURN E AND FOLLOW S SIDE OF FENCE FOR 0.3 MILE.  FENCE CAN
 RC2621'BE LET DOWN HERE.  PASS OVER FENCE AND GO ENE FOR 0.2 MILE
 RC2621'TO THE STATION.
 RC2621'
 RC2621'STATION TOPPER (U.S.E.) IS TO BE USED AS AN AZIMUTH MARK.
 RC2621
 RC2621                          STATION RECOVERY (1958)
 RC2621
 RC2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 RC2621'STATION NOT VISITED, STAND OBSERVED ON FOR AZIMUTH AT STATION
 RC2621'SPENCER, 1939 (DOOLEY USE IS THE NAME THAT IS GIVEN STATION IN LIST
 RC2621'OF DIRECTIONS AT STATION SPENCER BY ANS IN 1942).
 RC2621
 RC2621                          STATION RECOVERY (1959)
 RC2621
 RC2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2621'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 RC2621'
 RC2621'A NEW TO REACH FOLLOWS--FROM THE INTERSECTION OF MAIN STREET AND
 RC2621'U.S. HIGHWAY 97 IN GOLDENDALE, WASHINGTON, GO SOUTH ON U.S. HIGHWAY
 RC2621'97 FOR 5.6 MILES TO A GRAVEL ROAD BEARING TO THE RIGHT.  TAKE
 RC2621'THIS ROAD LEADING RIGHT FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT
 RC2621'FORK AND FOLLOW THE MAIN TRAVELED ROAD SOUTH THEN WEST FOR 2.3
 RC2621'MILES TO A T-ROAD LEADING SOUTH THAT IS JUST EAST OF A SMALL
 RC2621'SUBSTATION.  TURN LEFT, SOUTH, AND GO 2.5 MILES TO THE TOP OF
 RC2621'THE RIVER BLUFFS AND A WIRE GATE ON THE LEFT.  PASS THROUGH THIS
 RC2621'GATE AND FOLLOW ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE LINE
 RC2621'FOR 0.3 MILE TO A POINT WHERE THE FENCE CAN BE LET DOWN.  CROSS
 RC2621'THE FENCE AND HEAD EASTERLY ALONG THE CREST OF THE RIDGE TOWARD
 RC2621'THE TOP OF THE HILL TO A NORTH-SOUTH FENCE LINE.  PARK THE
 RC2621'TRUCK HERE AND PACK ABOUT 200 YARDS EAST TO THE STATION.
 RC2621'THIS IS ABOUT A FIVE MINUTE PACK.
 RC2621'
 RC2621'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 RC2621'MEASURED AT THIS TIME.
 RC2621
 RC2621                          STATION RECOVERY (1963)
 RC2621
 RC2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 RC2621'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RC2621'WERE RECOVERED AND FOUND IN GOOD CONDITION.  ROADS HAVE CHANGED.  A
 RC2621'NEW TO REACH FOLLOWS.
 RC2621'
 RC2621'TO REACH THE STATION FROM THE POST OFFICE IN CENTERVILLE GO EAST
 RC2621'ON THE MACADAM ROAD FOR 1.0 MILE TO A FORK, TAKE RIGHT FORK, LEAVING
 RC2621'THE MACADAM ROAD, AND GO SOUTH FOR 1.2 MILES TO A SIDE ROAD LEFT,
 RC2621'TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 1.1 MILES TO A SIDE
 RC2621'ROAD RIGHT, TURN RIGHT AND GO SOUTH AND SOUTHEAST FOR 1.8 MILES
 RC2621'TO MR. HARVEY DOOLEYS MAIL BOX ON THE RIGHT, CONTINUE SOUTH FOR
 RC2621'0.85 MILE TO A GATE ON THE LEFT, PASS THRU GATE AND GO EAST ON
 RC2621'THE SOUTH SIDE OF THE FENCE FOR 0.15 MILE.  THEN LOWER THE FENCE
 RC2621'OR PACK NORTHEAST ALONG THE CREST OF THE RIDGE FOR 0.35 MILE
 RC2621'TO THE STATION.
 RC2621
 RC2621                          STATION RECOVERY (1979)
 RC2621
 RC2621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RC2621'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 RC2621'CONDITION.  THE DISTANCE AND DIRECTION COMPARED FAVORABLY WITH THE
 RC2621'1942 DATA.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.  A NEW
 RC2621'DESCRIPTION FOLLOWS
 RC2621'
 RC2621'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF MARYHILL ON A EAST WEST
 RC2621'RIDGE OVERLOOKING THE COLUMBIA RIVER.  THE PROPERTY IS OWNED BY MR
 RC2621'HARVEY DOOLEY.
 RC2621'
 RC2621'TO REACH THE STATION FROM THE POST OFFICE IN CENTERVILLE GO EAST ON
 RC2621'THE SUBFACED ROAD FOR 1.0 MILES TO A CROSS ROAD.  TURN RIGHT AND GO
 RC2621'SOUTH ON THE GRAVELED ROAD FOR 1.2 MILES TO A SIDE ROAD LEFT.  TURN
 RC2621'LEFT AND GO EAST ON THE GRAVELED ROAD FOR 1.1 MILES TO A SIDE ROAD
 RC2621'RIGHT, TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 1.9 MILES TO
 RC2621'THE HOME OF MR HARVEY DOOLEY ON THE LEFT.  CONTINUE SOUTH UP HILL FOR
 RC2621'0.9 MILE TO A GATE ON THE LEFT.  JUST BEFORE REACHING A PACIFIC
 RC2621'NORTHWESTERN BELL MICROWAVE TOWER.  TURN LEFT PASSING THROUGH THE
 RC2621'GATE AND GO EAST ALONG THE NORTH SIDE OF THE FENCE FOR 0.5 MILE TO
 RC2621'THE STATION ON THE SOUTH SLOPE OF THE RIDGE.
 RC2621'
 RC2621'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 RC2621'STAMPED---DOOLEY 1942---SET INTO THE TOP OF A BOULDER OF 0.6 METER
 RC2621'(2 FEET) LARGEST DIMENSION LOCATED 61.6 METERS (202 FEET) W FROM A
 RC2621'FENCE.
 RC2621'
 RC2621'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RC2621'NOS) DISK STAMPED---DOOLEY NO 1 1942---SET INTO THE TOP OF A
 RC2621'BOULDER OF 0.6 METER (2 FEET) LARGEST DIMENSION LOCATED 54.3 METERS
 RC2621'(178 FEET) W FROM A FENCE AND 0.6 METER (2 FEET) LOWER THAN THE
 RC2621'STATION.
 RC2621'
 RC2621'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 RC2621'NOS) DISK STAMPED---DOOLEY NO 2 1942---LOCATED 62.5 METERS
 RC2621'(205 FEET) W FROM A FENCE AND 0.6 METER (2 FEET) LOWER THAN THE
 RC2621'STATION.
 RC2621'
 RC2621'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RC2621'STAMPED---DOOLEY 1942 1979---SET INTO THE TOP OF A ROUND CONCRETE
 RC2621'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES)
 RC2621'ABOVE THE GROUND LOCATED 7.0 METERS (23 FEET) W FROM THE CENTER OF
 RC2621'THE ROAD, 12.2 METERS (40 FEET) ENE FROM THE NORTH GATE POST OF THE
 RC2621'MICROWAVE INSTALLATION, 1.07 METERS (3.5 FEET) S FROM THE EAST WEST
 RC2621'FENCE, AND 0.6 METER (2 FEET) W FROM THE NORTH SOUTH FENCE.
 RC2621'
 RC2621'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.5 MILE TO A
 RC2621'GATE TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD TO A T-FENCE CORNER
 RC2621'AT THE MICROWAVE INSTALLATION AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3445 ***********************************************************************
 SY3445  DESIGNATION -  DORE
 SY3445  PID         -  SY3445
 SY3445  STATE/COUNTY-  WA/MASON
 SY3445  USGS QUAD   -  MASON LAKE (1994)
 SY3445
 SY3445                         *CURRENT SURVEY CONTROL
 SY3445  ___________________________________________________________________
 SY3445* NAD 83(1991)-  47 16 30.95848(N)    122 55 07.30257(W)     ADJUSTED  
 SY3445* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3445  ___________________________________________________________________
 SY3445  LAPLACE CORR-          -7.42  (seconds)                    DEFLEC99
 SY3445  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 SY3445
 SY3445  HORZ ORDER  -  THIRD
 SY3445
 SY3445.The horizontal coordinates were established by classical geodetic methods
 SY3445.and adjusted by the National Geodetic Survey in December 1991..
 SY3445
 SY3445.The orthometric height was scaled from a topographic map.
 SY3445
 SY3445.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3445
 SY3445.The geoid height was determined by GEOID03.
 SY3445
 SY3445;                    North         East     Units Scale Factor Converg.
 SY3445;SPC WA S     -   218,659.991   317,021.654   MT  0.99998723   -1 45 24.9
 SY3445;SPC WA S     -   717,386.99  1,040,095.21   sFT  0.99998723   -1 45 24.9
 SY3445;SPC WA N     -    32,742.851   342,223.641   MT  1.00004949   -1 33 09.3
 SY3445;SPC WA N     -   107,423.84  1,122,778.73   sFT  1.00004949   -1 33 09.3
 SY3445;UTM  10      - 5,235,757.393   506,149.429   MT  0.99960046   +0 03 35.0
 SY3445
 SY3445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3445!SPC WA S     -   1.00000236  x   0.99998723  =   0.99998959
 SY3445!SPC WA N     -   1.00000236  x   1.00004949  =   1.00005185
 SY3445!UTM  10      -   1.00000236  x   0.99960046  =   0.99960282
 SY3445
 SY3445|---------------------------------------------------------------------|
 SY3445| PID    Reference Object                     Distance      Geod. Az  |
 SY3445|                                                           dddmmss.s |
 SY3445| CE3971 DORE RM 2                            27.577 METERS 18242     |
 SY3445| CE3970 DORE RM 1                            11.248 METERS 28521     |
 SY3445| SY3449 SEAL                                APPROX. 1.0 KM 3545003.8 |
 SY3445|---------------------------------------------------------------------|
 SY3445
 SY3445                          SUPERSEDED SURVEY CONTROL
 SY3445
 SY3445  NAD 83(1986)-  47 16 30.95601(N)    122 55 07.30974(W) AD(       ) 3
 SY3445  NAD 27      -  47 16 31.61300(N)    122 55 02.81000(W) AD(       ) 3
 SY3445
 SY3445.Superseded values are not recommended for survey control.
 SY3445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3445.See file dsdata.txt to determine how the superseded data were derived.
 SY3445
 SY3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0614935757(NAD 83)
 SY3445_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3445
 SY3445  HISTORY     - Date     Condition        Report By
 SY3445  HISTORY     - 1936     MONUMENTED       CGS
 SY3445  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3445
 SY3445                          STATION DESCRIPTION
 SY3445
 SY3445'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3445'ON THE W SIDE OF HARSTINE ISLAND, E SIDE OF PICKERING PASSAGE, 3
 SY3445'MILES (NAUTICAL) N OF THE N END OF SQUAXIN ISLAND AND 3.3 MILES
 SY3445'(NAUTICAL) SW OF THE N END OF HARSTINE ISLAND.  AT THE HIGH-WATER
 SY3445'LINE 2 METERS FROM THE BANK.  NINETY METERS S IS THE MOUTH OF A
 SY3445'LAGOON.  STATION IS 90 METERS FROM A LONE 4-FOOT BOULDER AT
 SY3445'ENTRANCE TO SAME LAGOON.  STATION SEES S ALONG W SHORE OF
 SY3445'HARSTINE ISLAND.
 SY3445'
 SY3445'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SY3445'DESCRIBED IN NOTE 1A.
 SY3445'
 SY3445'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE DISKS SET IN
 SY3445'BOULDERS, AS DESCRIBED IN NOTE 12C.
 SY3445
 SY3445                          STATION RECOVERY (1967)
 SY3445
 SY3445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3445'THE STATION MARK AND BOTH THE REFERENCE MARKS WERE RECOVERED.
 SY3445'
 SY3445'THE STATION IS ABOUT 9-1/2 MILES EAST-NORTHEAST OF SHELTON, ON THE
 SY3445'EAST SIDE OF PICKERING PASSAGE, ON THE NORTHWEST CORNER OF
 SY3445'HARTSTENE ISLAND AND 0.2 MILE NORTH OF THE SOUTH SIDE OF SECTION
 SY3445'27, T 21 N, R 2 W.
 SY3445'
 SY3445'THE STATION MARK, STAMPED DORE 1936, IS A STANDARD DISK SET IN A
 SY3445'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 87 YARDS NORTH
 SY3445'OF A LONE, 4-FOOT BOULDER ON THE NORTHERN SHORE OF AN INLET, 10
 SY3445'FEET WEST OF THE 18-FOOT HIGH BANK AT THE HIGH WATER LINE AND
 SY3445'DIRECTLY BENEATH A 2-FOOT FIR TREE GROWING OUT OF THE BANK.
 SY3445'
 SY3445'REFERENCE MARK NO. 1, STAMPED DORE NO 1 1936, IS A STANDARD DISK
 SY3445'SET IN THE SOUTHERN ONE OF TWO 4X6-FOOT BOULDERS WHICH PROJECTS 30
 SY3445'INCHES.  IT IS 14 YARDS WEST OF THE BANK AT THE HIGH WATER LINE.
 SY3445'
 SY3445'REFERENCE MARK NO. 2, STAMPED DORE NO 2 1936, IS A STANDARD DISK
 SY3445'SET IN A 2X3-FOOT BOULDER WHICH PROJECTS 18 INCHES.  IT IS 60 YARDS
 SY3445'NORTHWEST OF THE LONE 4-FOOT BOULDER ON THE NORTH SHORE OF THE
 SY3445'INLET AND 11 YARDS WEST OF THE 20-FOOT HIGH BANK AT THE HIGH WATER
 SY3445'LINE.
 SY3445'
 SY3445'TO REACH FROM THE FERRY DOCK ON THE WEST SIDE OF HARTSTENE ISLAND,
 SY3445'GO SOUTHERLY ABOUT 200 FEET TO A Y, KEEP LEFT FORK 2.25 MILES TO A
 SY3445'ROAD LEFT, (SUNSET HILL ROAD), TURN LEFT AND GO WEST 0.7 MILE TO
 SY3445'POINT WHERE THE MAIN ROAD CURVES LEFT, CONTINUE STRAIGHT AHEAD 0.1
 SY3445'MILE TO A FORK, KEEP THE RIGHT FORK 0.2 MILE TO AN OLD HOUSE,
 SY3445'WALK AROUND THE NORTH SIDE OF THE HOUSE AND FOLLOW A PATH ABOUT
 SY3445'100 YARDS TO THE BEACH (PATH COMES OUT ON THE SOUTH SIDE OF A LONG,
 SY3445'NARROW INLET).  FROM HERE THE LONE 4-FOOT BOULDER ON THE NORTH
 SY3445'SIDE OF THE INLET IS VISIBLE, AND THE TWO 4X6-FOOT BOULDERS
 SY3445'(SOUTHERN ONE HOLDS R.M. 1) ARE ALSO VISIBLE ABOUT 200 YARDS TO
 SY3445'THE NORTH.  WALK ALONG THE BEACH AROUND THE INLET AND NORTH ALONG
 SY3445'THE BEACH TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1053 ***********************************************************************
 SB1053  DESIGNATION -  DORIS
 SB1053  PID         -  SB1053
 SB1053  STATE/COUNTY-  WA/KITTITAS
 SB1053  USGS QUAD   -  DORIS (1953)
 SB1053
 SB1053                         *CURRENT SURVEY CONTROL
 SB1053  ___________________________________________________________________
 SB1053* NAD 83(1991)-  46 52 23.29679(N)    120 00 06.56103(W)     ADJUSTED  
 SB1053* NAVD 88     -       336.1    (meters)    1103.     (feet)  VERTCON   
 SB1053  ___________________________________________________________________
 SB1053  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 SB1053  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 SB1053
 SB1053  HORZ ORDER  -  SECOND
 SB1053
 SB1053.The horizontal coordinates were established by classical geodetic methods
 SB1053.and adjusted by the National Geodetic Survey in December 1991..
 SB1053
 SB1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1053
 SB1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1053
 SB1053.The geoid height was determined by GEOID03.
 SB1053
 SB1053;                    North         East     Units Scale Factor Converg.
 SB1053;SPC WA S     -   171,270.834   537,975.959   MT  0.99992722   +0 21 42.7
 SB1053;SPC WA S     -   561,911.06  1,765,009.46   sFT  0.99992722   +0 21 42.7
 SB1053;UTM  10      - 5,195,431.271   728,470.427   MT  1.00024161   +2 11 20.9
 SB1053;UTM  11      - 5,195,441.895   271,251.828   MT  1.00024317   -2 11 30.5
 SB1053
 SB1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1053!SPC WA S     -   0.99995059  x   0.99992722  =   0.99987781
 SB1053!UTM  10      -   0.99995059  x   1.00024161  =   1.00019219
 SB1053!UTM  11      -   0.99995059  x   1.00024317  =   1.00019375
 SB1053
 SB1053:                Primary Azimuth Mark                     Grid Az
 SB1053:SPC WA S     -  DORIS AZ MK                              098 26 54.2
 SB1053:UTM  10      -  DORIS AZ MK                              096 37 16.0
 SB1053:UTM  11      -  DORIS AZ MK                              101 00 07.4
 SB1053
 SB1053|---------------------------------------------------------------------|
 SB1053| PID    Reference Object                     Distance      Geod. Az  |
 SB1053|                                                           dddmmss.s |
 SB1053| CF5195 DORIS AZ MK                                        0984836.9 |
 SB1053| SA2434 BEVERLY RAILROAD WATER TANK         APPROX. 6.7 KM 1262833.9 |
 SB1053| CF5196 DORIS RM 1                           22.402 METERS 22641     |
 SB1053| CF5197 DORIS RM 2                           13.961 METERS 32129     |
 SB1053|---------------------------------------------------------------------|
 SB1053
 SB1053                          SUPERSEDED SURVEY CONTROL
 SB1053
 SB1053  NAD 83(1986)-  46 52 23.30522(N)    120 00 06.54812(W) AD(       ) 2
 SB1053  NAD 27      -  46 52 23.82800(N)    120 00 02.36400(W) AD(       ) 2
 SB1053  NGVD 29 (07/19/86)  335.0    (m)         1099.     (f) VERT ANG       
 SB1053
 SB1053.Superseded values are not recommended for survey control.
 SB1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1053.See file dsdata.txt to determine how the superseded data were derived.
 SB1053
 SB1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS2847095431(NAD 83)
 SB1053_MARKER: DS = TRIANGULATION STATION DISK
 SB1053_SETTING: 66 = SET IN ROCK OUTCROP
 SB1053
 SB1053  HISTORY     - Date     Condition        Report By
 SB1053  HISTORY     - 1948     MONUMENTED       CGS
 SB1053  HISTORY     - 1962     GOOD             BPA
 SB1053
 SB1053                          STATION DESCRIPTION
 SB1053
 SB1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SB1053'THE STATION IS LOCATED NEAR THE NORTHEAST END OF A PROMINENT
 SB1053'TABLE LAND THAT LIES ABOUT 0.5 MILE NORTHEAST OF THE LARGE BRICK
 SB1053'POWER HOUSE AT THE DORIS SIDING OF THE MILWAUKIE RAILROAD, ABOUT
 SB1053'5 MILES AIRLINE SOUTH OF VANTAGE AND ABOUT 5 MILES AIRLINE
 SB1053'NORTHWEST AND ACROSS THE RIVER FROM BEVERLY.
 SB1053'
 SB1053'THE STATION IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 SB1053'IS 20 FEET WEST OF THE EAST RIM OF THE TABLE LAND.  THE DISK IS
 SB1053'STAMPED DORIS 1948 AND PROJECTS 2 INCHES ABOVE THE GROUND.
 SB1053'
 SB1053'REFERENCE MARK NUMBER ONE IS SET IN A DRILL HOLE IN OUTCROPPING
 SB1053'BEDROCK THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2 FEET
 SB1053'LOWER THAN THE STATION.  THE DISK IS STAMPED DORIS NO 1 1948.
 SB1053'
 SB1053'REFERENCE MARK NUMBER TWO IS SET IN A DRILL HOLE IN OUTCROPPING
 SB1053'BEDROCK THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 1 FOOT
 SB1053'LOWER THAN THE STATION.  THE DISK IS STAMPED DORIS NO 2 1948.
 SB1053'
 SB1053'THE AZIMUTH MARK IS 120 FEET NORTH OF THE MILWAUKIE RAILROAD
 SB1053'TRACKS, 22 FEET EAST OF THE CENTERLINE OF THE VANTAGE-DORIS
 SB1053'ROAD.  IT IS SET IN A DRILL HOLE IN A DEPRESSION IN OUTCROPPING
 SB1053'BEDROCK THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE DISK IS
 SB1053'STAMPED DORIS 1948.  THE MARK IS BEST REACHED FROM THE STATION
 SB1053'BY GOING SOUTH, CROSS COUNTRY, FOR 0.3 MILE TO THE ROAD.  TURN
 SB1053'LEFT, EASTERLY, AND FOLLOW THE ROAD FOR 0.8 MILE TO WHERE THE
 SB1053'ROAD CROSSES THE RAILROAD TRACKS AND THE MARK IS ON THE RIGHT
 SB1053'AS DESCRIBED.
 SB1053'
 SB1053'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE
 SB1053'COLUMBIA RIVER IN VANTAGE GO WEST ON U.S. HIGHWAY 10 FOR 1.3
 SB1053'MILES.  TURN LEFT OFF THE HIGHWAY AND FOLLOW THE DIRT ROAD, EAST
 SB1053'AND SOUTH, FOR 0.4 MILE TO A FORK.  KEEP THE RIGHT FORK, STRAIGHT
 SB1053'AHEAD, FOR 0.6 MILE TO A T-ROAD.  TURN RIGHT, SOUTH, AND GO 4.3
 SB1053'MILES TO A FORK JUST AFTER CROSSING A CATTLE GUARD.  TAKE THE
 SB1053'RIGHT FORK, UP GRADE, AND GO 0.7 MILE TO A RAILROAD
 SB1053'CROSSING.  (THE AZIMUTH MARK IS ON THE LEFT AT THIS POINT)
 SB1053'CONTINUE ON THE ROAD FOR 0.8 MILE TO ABOUT 0.2 MILE BEYOND A
 SB1053'RAILROAD OVERPASS.  TURN RIGHT, NORTH, OFF THE ROAD AND GO
 SB1053'CROSS COUNTRY FOR 0.3 MILE TO THE FOOT OF THE TABLE LAND.  FROM
 SB1053'THIS POINT PACK UP TO THE TOP OF THE TABLE LAND AND THE
 SB1053'STATION IS NEAR THE NORTHEAST END OF THE TABLE LAND AS
 SB1053'DESCRIBED.
 SB1053
 SB1053                          STATION RECOVERY (1962)
 SB1053
 SB1053'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1962
 SB1053'TO REACH FROM THE NEW VANTAGE POST OFFICE GO SOUTH ON OILED ROAD
 SB1053'FOR 5.0 MILES TO A SIDE ROAD RIGHT (DORIS ROAD).  TURN RIGHT AND
 SB1053'GO UP GRADE ON A GRAVEL ROAD 0.8 MILE TO RAILROAD
 SB1053'CROSSING.  (AZIMUTH MARK IS ON THE LEFT AS DESCRIBED).  CONTINUE
 SB1053'WESTERLY 0.6 MILE TO RAILROAD OVERPASS.  CONTINUE FOR 0.2 MILE,
 SB1053'THEN LEAVE ROAD AND GO CROSS COUNTRY FOR 0.3 MILE TO THE FOOT OF
 SB1053'TABLE LAND.  STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3874 ***********************************************************************
 SY3874  DESIGNATION -  DORM
 SY3874  PID         -  SY3874
 SY3874  STATE/COUNTY-  WA/KING
 SY3874  USGS QUAD   -  
 SY3874
 SY3874                         *CURRENT SURVEY CONTROL
 SY3874  ___________________________________________________________________
 SY3874* NAD 83(1991)-  47 39 19.56551(N)    122 19 04.73485(W)     ADJUSTED  
 SY3874* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 SY3874  ___________________________________________________________________
 SY3874  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 SY3874  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY3874
 SY3874  HORZ ORDER  -  THIRD
 SY3874
 SY3874.The horizontal coordinates were established by classical geodetic methods
 SY3874.and adjusted by the National Geodetic Survey in December 1991..
 SY3874
 SY3874.The orthometric height was scaled from a topographic map.
 SY3874
 SY3874.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3874
 SY3874.The geoid height was determined by GEOID03.
 SY3874
 SY3874;                    North         East     Units Scale Factor Converg.
 SY3874;SPC WA N     -    73,948.230   388,481.590   MT  0.99997463   -1 06 19.3
 SY3874;SPC WA N     -   242,611.82  1,274,543.35   sFT  0.99997463   -1 06 19.3
 SY3874;UTM  10      - 5,278,229.686   551,213.219   MT  0.99963223   +0 30 14.7
 SY3874
 SY3874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3874!SPC WA N     -   1.00000026  x   0.99997463  =   0.99997489
 SY3874!UTM  10      -   1.00000026  x   0.99963223  =   0.99963249
 SY3874
 SY3874:                Primary Azimuth Mark                     Grid Az
 SY3874:SPC WA N     -  SEATTLE U OF WASH WEATHER TWR            138 21 52.1
 SY3874:UTM  10      -  SEATTLE U OF WASH WEATHER TWR            136 45 18.1
 SY3874
 SY3874|---------------------------------------------------------------------|
 SY3874| PID    Reference Object                     Distance      Geod. Az  |
 SY3874|                                                           dddmmss.s |
 SY3874| SY3832 SEATTLE U OF WASH WEATHER TWR       APPROX. 1.0 KM 1371532.8 |
 SY3874| SY3904 FUHRMAN 1953                        483.021 METERS 2084246.5 |
 SY3874| CF6530 DORM RM 1                             9.618 METERS 24943     |
 SY3874| CF6531 DORM RM 2                             8.300 METERS 33017     |
 SY3874|---------------------------------------------------------------------|
 SY3874
 SY3874                          SUPERSEDED SURVEY CONTROL
 SY3874
 SY3874  NAD 83(1986)-  47 39 19.55896(N)    122 19 04.73982(W) AD(       ) 3
 SY3874  NAD 27      -  47 39 20.20600(N)    122 19 00.28800(W) AD(       ) 3
 SY3874
 SY3874.Superseded values are not recommended for survey control.
 SY3874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3874.See file dsdata.txt to determine how the superseded data were derived.
 SY3874
 SY3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5121378230(NAD 83)
 SY3874_MARKER: Z = SEE DESCRIPTION
 SY3874_SETTING: 0 = UNSPECIFIED SETTING
 SY3874
 SY3874  HISTORY     - Date     Condition        Report By
 SY3874  HISTORY     - 1953     MONUMENTED       CGS
 SY3874  HISTORY     - 1957     GOOD             CGS
 SY3874  HISTORY     - 1963     GOOD             CGS
 SY3874  HISTORY     - 20010520 MARK NOT FOUND   USPSQD
 SY3874
 SY3874                          STATION DESCRIPTION
 SY3874
 SY3874'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3874'IN SEATTLE, AT THE NORTH END OF THE UNIVERSITY BRIDGE, NEAR E. 40TH
 SY3874'AND 10TH AVE NE.  THE MARK IS A STANDARD TRIANGULATION DISC
 SY3874'CEMENTED INTO A DRILL HOLE IN THE EXTREME NORTH END OF THE
 SY3874'CURVED GUARD RAIL (NOT THE CONCRETE HAND RAIL) ON THE EAST SIDE OF
 SY3874'THE BRIDGE.  THE GUARD RAIL IS A CONCRETE STRUCTURE EXTENDING
 SY3874'ABOUT ONE FOOT ABOVE THE SIDEWALK AND SEPARATING THE TRAFFIC LANE
 SY3874'AND THE SIDEWALK.  THE MARK IS STAMPED DORM 1953 AND IS ABOUT
 SY3874'21 FEET WEST OF AN ORNAMENTAL CONCRETE PIER AT THE EAST END OF
 SY3874'THE HAND RAIL, AND 42 FEET NE OF THE ENTRANCE TO THE STAIRWAY
 SY3874'LEADING TO THE LOWER LEVEL AT E. PACIFIC STREET.
 SY3874'
 SY3874'REFERENCE MARK NO 1 IS SIMILARLY SET IN THE SAME GUARD RAIL NEAR
 SY3874'THE BASE OF THE LAST STEEL LIGHT POLE ON THE NORTH END OF THE
 SY3874'BRIDGE, AND IS STAMPED DORM NO 1 1953.
 SY3874'
 SY3874'REFERENCE MARK NO 2, STAMPED DORM NO 2 1953, IS SIMILARLY SET IN
 SY3874'THE CURBING ON THE EAST SIDE OF ROOSEVELT WAY.  A NEW LIGHT POLE
 SY3874'STANDS ABOUT 2.5 FEET TO THE NE OF THIS MARK.  A GRASS COVERED
 SY3874'PARKWAY IS BEING PREPARED TO THE NE OF THE STATION IN THE AREA
 SY3874'FORMED BY THE CLOVERLEAF APPROACH FROM THE BRIDGE.
 SY3874
 SY3874                          STATION RECOVERY (1957)
 SY3874
 SY3874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CMB)
 SY3874'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY3874
 SY3874                          STATION RECOVERY (1963)
 SY3874
 SY3874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (QSS)
 SY3874'THE STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED
 SY3874'DESCRIPTION FOLLOWS--
 SY3874'
 SY3874'STATION IS LOCATED IN SEATTLE AT THE NORTHEAST END OF THE
 SY3874'UNIVERSITY BRIDGE.  PARKING IS AVAILABLE ON NE 40TH STREET WHICH
 SY3874'PASSES UNDER THE BRIDGE.  STATION AND REFERENCE MARKS ARE ON THE
 SY3874'PERIMETER OF A GRASS PARKWAY BOUNDED BY THE NORTH END OF THE
 SY3874'BRIDGE (ROOSEVELT WAY) AND THE SEMICIRCULAR EXIT FROM THE BRIDGE
 SY3874'TO NE 40TH STREET.  THE STATION MARK IS AT THE TOP OF THE
 SY3874'SIDEWALK RAMP LEADING UP FROM THE NORTHEAST END OF THE UNDERPASS
 SY3874'AND REFERENCE MARK NO. 1 IS AT THE TOP OF THE STAIRWAY AT
 SY3874'THE NORTHEAST END OF THE BRIDGE, BUT SOUTH OF THE AFOREMENTIONED
 SY3874'SIDEWALK RAMP.
 SY3874'
 SY3874'THE MARK IS A STANDARD TRIANGULATION DISC CEMENTED IN A DRILL
 SY3874'HOLE IN THE EXTREME NORTH END OF THE CURVED ONE FOOT HIGH CONCRETE
 SY3874'CURBING, WHICH SEPARATES THE TRAFFIC LANE AND THE SIDEWALK.  THE
 SY3874'MARK IS STAMPED DORM 1953 AND IS ABOUT 21 FEET WEST OF AN
 SY3874'ORNAMENTAL CONCRETE PIER (ABOUT 8 FEET HIGH) AT THE EAST END OF
 SY3874'THE BRIDGE RAILING, AND 42 FEET NORTHEAST OF THE ENTRANCE TO THE
 SY3874'STAIRWAY LEADING TO THE UNDERPASS.  A STEEL GUARD RAIL, PAINTED
 SY3874'WHITE, HAS BEEN ERECTED NORTH OF THE SIDEWALK ON THE GRASS
 SY3874'PARKWAY AND IS ABOUT 3 FEET NORTH OF THE MARK.  A YELLOW TRIANGLE
 SY3874'PAINTED ON THE SIDEWALK, THE APEX OF WHICH POINTS TO THE MARK,
 SY3874'IS BEING WORN OFF, BUT A YELLOW STRIP STRADDLING THE MARK ON
 SY3874'THE CONCRETE CURBING WILL LIKELY REMAIN VISIBLE FOR MANY YEARS.
 SY3874'
 SY3874'REFERENCE MARK NO. 1 IS SIMILARLY SET IN THE SAME CURBING AS THE
 SY3874'STATION, BUT THE LIGHT POLE MENTIONED IN THE PREVIOUS
 SY3874'DESCRIPTION IS NO LONGER IN USE AND MAY BE REMOVED.  MARK IS
 SY3874'STAMPED DORM NO 1 1953.
 SY3874'
 SY3874'REFERENCE MARK NO. 2 IS STAMPED DORM NO 2 1953 AND IS SIMILARLY
 SY3874'SET IN THE CURBING OF THE EAST SIDE OF ROOSEVELT WAY.  A LIGHT
 SY3874'POLE STANDS ABOUT 2.5 FEET TO THE NORTHEAST OF THIS MARK.  GRASS IN
 SY3874'THE PARKWAY IS OBSCURING THE REFERENCE MARK, THE ARROW OF WHICH
 SY3874'POINTS SLIGHTLY TO THE RIGHT OF THE STATION.
 SY3874'
 SY3874'THE STATION WAS NOT OCCUPIED.
 SY3874
 SY3874                          STATION RECOVERY (2001)
 SY3874
 SY3874'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY3874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3954 ***********************************************************************
 SY3954  DESIGNATION -  DORM YELLOW HSE W SHORE L WASH
 SY3954  PID         -  SY3954
 SY3954  STATE/COUNTY-  WA/KING
 SY3954  USGS QUAD   -  
 SY3954
 SY3954                         *CURRENT SURVEY CONTROL
 SY3954  ___________________________________________________________________
 SY3954* NAD 83(1991)-  47 40 20.38933(N)    122 15 13.98524(W)     ADJUSTED  
 SY3954* NAVD 88     -                                                        
 SY3954  ___________________________________________________________________
 SY3954  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 SY3954  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY3954
 SY3954  HORZ ORDER  -  THIRD
 SY3954
 SY3954.The horizontal coordinates were established by classical geodetic methods
 SY3954.and adjusted by the National Geodetic Survey in December 1991..
 SY3954
 SY3954
 SY3954.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3954
 SY3954.The geoid height was determined by GEOID03.
 SY3954
 SY3954;                    North         East     Units Scale Factor Converg.
 SY3954;SPC WA N     -    75,735.488   393,330.317   MT  0.99997231   -1 03 27.5
 SY3954;SPC WA N     -   248,475.51  1,290,451.22   sFT  0.99997231   -1 03 27.5
 SY3954;UTM  10      - 5,280,151.763   556,008.216   MT  0.99963855   +0 33 05.8
 SY3954
 SY3954                          SUPERSEDED SURVEY CONTROL
 SY3954
 SY3954  NAD 83(1986)-  47 40 20.38236(N)    122 15 13.98996(W) AD(       ) 4
 SY3954  NAD 27      -  47 40 21.03000(N)    122 15 09.54000(W) AD(       ) 3
 SY3954
 SY3954.Superseded values are not recommended for survey control.
 SY3954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3954.See file dsdata.txt to determine how the superseded data were derived.
 SY3954
 SY3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5600880152(NAD 83)
 SY3954
 SY3954  HISTORY     - Date     Condition        Report By
 SY3954  HISTORY     - 1914     MONUMENTED       CGS
 SY3954  HISTORY     - 1969     MARK NOT FOUND   CGS
 SY3954  HISTORY     - 20010520 MARK NOT FOUND   USPSQD
 SY3954
 SY3954                          STATION DESCRIPTION
 SY3954
 SY3954'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (GTR)
 SY3954'STATION IS THE CENTER OF THE DORMER WINDOW AT THE MIDDLE OF THE
 SY3954'E SIDE OF A YELLOW CONCRETE HOUSE ON THE W SIDE OF LAKE WASHINGTON
 SY3954'ABOUT A MILE S OF STATION SAND 2.
 SY3954
 SY3954                          STATION RECOVERY (1969)
 SY3954
 SY3954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY3954'STATION WAS A WINDOW ON A YELLOW CONCRETE HOUSE.  THE HOUSE AND
 SY3954'THE STATION WERE NOT FOUND.
 SY3954'
 SY3954'THIS STATION NOT TO BE CONFUSED WITH THE MARKED STATION DORM,
 SY3954'WHICH WAS ESTABLISHED BY C. PIERCE IN 1953 AT THE NORTH END OF THE
 SY3954'UNIVERSITY BRIDGE IN SEATTLE.
 SY3954
 SY3954                          STATION RECOVERY (2001)
 SY3954
 SY3954'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY3954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5269 ***********************************************************************
 SY5269  DESIGNATION -  DORMER WINDOW
 SY5269  PID         -  SY5269
 SY5269  STATE/COUNTY-  WA/KITSAP
 SY5269  USGS QUAD   -  BREMERTON EAST (1981)
 SY5269
 SY5269                         *CURRENT SURVEY CONTROL
 SY5269  ___________________________________________________________________
 SY5269* NAD 83(1991)-  47 33 19.07484(N)    122 32 38.03335(W)     ADJUSTED  
 SY5269* NAVD 88     -                                                        
 SY5269  ___________________________________________________________________
 SY5269  LAPLACE CORR-         -12.51  (seconds)                    DEFLEC99
 SY5269  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 SY5269
 SY5269  HORZ ORDER  -  THIRD
 SY5269
 SY5269.The horizontal coordinates were established by classical geodetic methods
 SY5269.and adjusted by the National Geodetic Survey in December 1991..
 SY5269
 SY5269
 SY5269.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5269
 SY5269.The geoid height was determined by GEOID03.
 SY5269
 SY5269;                    North         East     Units Scale Factor Converg.
 SY5269;SPC WA N     -    63,170.043   371,267.204   MT  0.99999014   -1 16 24.8
 SY5269;SPC WA N     -   207,250.38  1,218,065.82   sFT  0.99999014   -1 16 24.8
 SY5269;UTM  10      - 5,266,976.218   534,314.477   MT  0.99961447   +0 20 11.7
 SY5269
 SY5269                          SUPERSEDED SURVEY CONTROL
 SY5269
 SY5269  NAD 83(1986)-  47 33 19.06908(N)    122 32 38.03903(W) AD(       ) 4
 SY5269  NAD 27      -  47 33 19.71500(N)    122 32 33.55600(W) AD(       ) 3
 SY5269
 SY5269.Superseded values are not recommended for survey control.
 SY5269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5269.See file dsdata.txt to determine how the superseded data were derived.
 SY5269
 SY5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3431466976(NAD 83)
 SY5269_MARKER: 81 = GABLE
 SY5269
 SY5269  HISTORY     - Date     Condition        Report By
 SY5269  HISTORY     - 1915     FIRST OBSERVED   CGS
 SY5269
 SY5269                          STATION DESCRIPTION
 SY5269
 SY5269'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CGQ)
 SY5269'GABLE OF DORMER WINDOW, 3 WINDOWS ON HOUSE PAINTED GREEN, RED ROOF,
 SY5269'NEAR COLBY.  DORMER WINDOW FACES BLAKE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1431 ***********************************************************************
 TP1431  DESIGNATION -  DOROTHY
 TP1431  PID         -  TP1431
 TP1431  STATE/COUNTY-  WA/OKANOGAN
 TP1431  USGS QUAD   -  OROVILLE (1982)
 TP1431
 TP1431                         *CURRENT SURVEY CONTROL
 TP1431  ___________________________________________________________________
 TP1431* NAD 83(1991)-  48 57 50.46369(N)    119 24 48.22852(W)     ADJUSTED  
 TP1431* NAVD 88     -       327.3    (meters)    1074.     (feet)  VERTCON   
 TP1431  ___________________________________________________________________
 TP1431  X           -  -2,060,518.603 (meters)                     COMP
 TP1431  Y           -  -3,654,833.009 (meters)                     COMP
 TP1431  Z           -   4,788,166.093 (meters)                     COMP
 TP1431  LAPLACE CORR-           8.86  (seconds)                    DEFLEC99
 TP1431  ELLIP HEIGHT-         309.64  (meters)          (12/23/92) GPS OBS
 TP1431  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 TP1431
 TP1431  HORZ ORDER  -  THIRD
 TP1431  ELLP ORDER  -  FOURTH    CLASS II
 TP1431
 TP1431.The horizontal coordinates were established by GPS observations
 TP1431.and adjusted by the National Geodetic Survey in December 1992..
 TP1431
 TP1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1431
 TP1431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TP1431
 TP1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1431
 TP1431.The ellipsoidal height was determined by GPS observations
 TP1431.and is referenced to NAD 83.
 TP1431
 TP1431.The geoid height was determined by GEOID03.
 TP1431
 TP1431;                    North         East     Units Scale Factor Converg.
 TP1431;SPC WA N     -   219,336.928   603,973.588   MT  1.00005158   +1 03 25.8
 TP1431;SPC WA N     -   719,607.90  1,981,536.68   sFT  1.00005158   +1 03 25.8
 TP1431;UTM  11      - 5,426,262.748   323,358.096   MT  0.99998333   -1 49 15.2
 TP1431
 TP1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1431!SPC WA N     -   0.99995148  x   1.00005158  =   1.00000305
 TP1431!UTM  11      -   0.99995148  x   0.99998333  =   0.99993481
 TP1431
 TP1431                          SUPERSEDED SURVEY CONTROL
 TP1431
 TP1431  NGVD 29 (12/23/92)  326.0    (m)         1070.     (f) GPS OBS        
 TP1431
 TP1431.Superseded values are not recommended for survey control.
 TP1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1431.See file dsdata.txt to determine how the superseded data were derived.
 TP1431
 TP1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ2335826263(NAD 83)
 TP1431_MARKER: DS = TRIANGULATION STATION DISK
 TP1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1431_SP_SET: CONCRETE POST
 TP1431_STAMPING: DOROTHY 1991
 TP1431_MARK LOGO: NGS   
 TP1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1431+STABILITY: SURFACE MOTION
 TP1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP1431+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1992
 TP1431
 TP1431  HISTORY     - Date     Condition        Report By
 TP1431  HISTORY     - 1991     MONUMENTED       NGS
 TP1431  HISTORY     - 19920904 GOOD             NGS
 TP1431
 TP1431                          STATION DESCRIPTION
 TP1431
 TP1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 TP1431'STATION IS LOCATED ABOUT 3 KM (1.9 MI) NORTHEAST OF OROVILLE, AT
 TP1431'THE OROVILLE/DOROTHY SCOTT AIRPORT, NEAR THE NORTH END OF THE RUNWAY,
 TP1431'NEAR THE RUNWAY END LIGHTS, IN A FILL AREA.  OWNERSHIP-- CITY OF
 TP1431'OROVILLE.  MAINTAINANCE SUPERVISOR IS DON NICHOLSON, ROUTE 1, BOX 198
 TP1431'A, OROVILLE, WA 98844.  PHONE IS 509-476-2974.  HE LIVES IN HOUSE
 TP1431'ALONG THE TAXI.
 TP1431'TO REACH FROM THE OROVILLE PUBLIC LIBRARY, LOCATED AT THE JUNCTION OF
 TP1431'MAIN STREET (HIGHWAY 97) AND APPLE WAY, NEAR THE NORTH SIDE OF THE
 TP1431'RAILROAD TRACKS IN OROVILLE, GO NORTHEAST ON U.S. HIGHWAY 97 FOR 0.24
 TP1431'KM (0.15 MI)TO A CROSS STREET.  TURN RIGHT, SOUTHEAST, ON CENTRAL
 TP1431'AVENUE FOR 0.54 KM (0.34 MI)TO A CROSS STREET.  TURN LEFT,
 TP1431'NORTHEAST, ON CHERRY STREET FOR 0.95 KM (0.59 MI)TO A CROSS ROAD.
 TP1431'TURN RIGHT, EAST, ON THE MAIN ROAD FOR 0.37 KM (0.23 MI)TO A PAVED
 TP1431'ROAD LEFT. TURN LEFT, NORTH, ON EAST SIDE OSOYOOS ROAD FOR 1.60 KM
 TP1431'(0.99 MI)TO A PAVED ROAD RIGHT.  TURN RIGHT, EAST, ON AIRPORT ROAD
 TP1431'FOR 0.32 KM (0.20 MI)TO THE AIRPORT ENTRANCE.  PASS THROUGH FENCE
 TP1431'GAP, THEN TURN LEFT, NORTH, ALONG FENCE, ON TRACK ROAD FOR 0.16 KM
 TP1431'(0.10 MI)TO A FORK.  KEEP RIGHT ON ROAD FOR 0.20 KM (0.12 MI)   TO
 TP1431'A FORK.  KEEP RIGHT ON ROAD, PASSING AROUND RUNWAY END, FOR 0.33 KM
 TP1431'(0.21 MI)TO THE STATION ON THE LEFT.
 TP1431'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST FLUSH
 TP1431'WITH THE GROUND.  IT IS 29.9 M (98.1 FT)EAST OF, AND 0.5 M
 TP1431'(1.6 FT)HIGHER THAN THE RUNWAY CENTER, 1.2 M (3.9 FT)   SOUTHWEST
 TP1431'OF A FIBERGLASS WITNESS POST, 13.1 M (43.0 FT)EAST-SOUTHEAST OF
 TP1431'THE OUTBOARD RUNWAY END LIGHT, 47.0 M (154.2 FT)SOUTHEAST OF THE
 TP1431'NORTHEAST CORNER OF THE RUNWAY, 5.3 M (17.4 FT)EAST OF THE ROAD
 TP1431'CENTER, AND 7.4 M (24.3 FT)SOUTH OF THE EXTENDED LINE OF THE
 TP1431'RUNWAY END LIGHTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0980 ***********************************************************************
 TP0980  DESIGNATION -  DORR
 TP0980  PID         -  TP0980
 TP0980  STATE/COUNTY-  WA/STEVENS
 TP0980  USGS QUAD   -  INCHELIUM (1993)
 TP0980
 TP0980                         *CURRENT SURVEY CONTROL
 TP0980  ___________________________________________________________________
 TP0980* NAD 83(1991)-  48 17 23.39952(N)    118 07 54.83615(W)     ADJUSTED  
 TP0980* NAVD 88     -       607.48   (+/-2cm)    1993.0    (feet)  VERTCON   
 TP0980  ___________________________________________________________________
 TP0980  LAPLACE CORR-          10.87  (seconds)                    DEFLEC99
 TP0980  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 TP0980
 TP0980  HORZ ORDER  -  SECOND
 TP0980  VERT ORDER  -  THIRD ? (See Below)
 TP0980
 TP0980.The horizontal coordinates were established by classical geodetic methods
 TP0980.and adjusted by the National Geodetic Survey in December 1991..
 TP0980
 TP0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0980.The vertical order pertains to the NGVD 29 superseded value.
 TP0980
 TP0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0980
 TP0980.The geoid height was determined by GEOID03.
 TP0980
 TP0980;                    North         East     Units Scale Factor Converg.
 TP0980;SPC WA N     -   146,925.541   700,411.889   MT  0.99994675   +2 00 40.6
 TP0980;SPC WA N     -   482,038.21  2,297,934.67   sFT  0.99994675   +2 00 40.6
 TP0980;UTM  11      - 5,349,133.946   416,040.069   MT  0.99968661   -0 50 42.1
 TP0980
 TP0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0980!SPC WA N     -   0.99990763  x   0.99994675  =   0.99985439
 TP0980!UTM  11      -   0.99990763  x   0.99968661  =   0.99959427
 TP0980
 TP0980:                Primary Azimuth Mark                     Grid Az
 TP0980:SPC WA N     -  BLUFF IS                                 162 01 40.4
 TP0980:UTM  11      -  BLUFF IS                                 164 53 03.1
 TP0980
 TP0980|---------------------------------------------------------------------|
 TP0980| PID    Reference Object                     Distance      Geod. Az  |
 TP0980|                                                           dddmmss.s |
 TP0980| TP0979 BLUFF IS                            APPROX. 2.9 KM 1640221.0 |
 TP0980| TP0991 INCHELIUM                           APPROX. 5.5 KM 2624202.9 |
 TP0980| TP0981 INCHELIUM RC CHURCH SPIRE           APPROX. 3.1 KM 2981846.4 |
 TP0980| TP0986 INCHELIUM WATER TANK MAST           APPROX. 2.8 KM 2993305.2 |
 TP0980| TP0994 INCHELIUM WEST FERRY TOWER          APPROX. 2.6 KM 3030827.1 |
 TP0980| CF1359 DORR RM 1                            14.088 METERS 35350     |
 TP0980|---------------------------------------------------------------------|
 TP0980
 TP0980                          SUPERSEDED SURVEY CONTROL
 TP0980
 TP0980  NAD 83(1986)-  48 17 23.40900(N)    118 07 54.83232(W) AD(       ) 2
 TP0980  NAD 27      -  48 17 23.79400(N)    118 07 50.87200(W) AD(       ) 2
 TP0980  NGVD 29 (07/19/86)  606.26   (m)         1989.0    (f) LEVELING    3  
 TP0980
 TP0980.Superseded values are not recommended for survey control.
 TP0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0980.See file dsdata.txt to determine how the superseded data were derived.
 TP0980
 TP0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1604049134(NAD 83)
 TP0980_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0980_SETTING: 66 = SET IN ROCK OUTCROP
 TP0980_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0980
 TP0980  HISTORY     - Date     Condition        Report By
 TP0980  HISTORY     - 1936     MONUMENTED       BOR
 TP0980
 TP0980                          STATION DESCRIPTION
 TP0980
 TP0980'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0980'LOCATED IN NE 1/4 SEC. 10, T. 32 N., R. 37 E., ON STEEP SIDEHILL,
 TP0980'AT TOP OF SHEER CLIFF (ABOUT 25-FOOT DROP), ABOUT 400 FEET ABOVE
 TP0980'CULTIVATED FIELD TO THE SW, AND FARM AND BUILDINGS TO THE NW.
 TP0980'
 TP0980'TO REACH STATION FROM GIFFORD, FOLLOW MAIN HIGHWAY S FROM
 TP0980'INTERSECTION OF ROAD TO GIFFORD-INCHELIUM FERRY AT 0.0 MILES.  1.35
 TP0980'TURN LEFT ON DIRT ROAD, TAKE EXTREME LEFT FORK.  1.5 TURN RIGHT
 TP0980'AT ROAD JUNCTION.  2.05 GO THROUGH AT BARNYARD, PROCEED STRAIGHT
 TP0980'AHEAD UP ROAD ON N SIDE OF DRAW.  2.2 LEAVE CAR AND PROCEED
 TP0980'ACROSS DRAW AND UP SLOPE ON FOOT ABOUT 1,000 FEET IN S DIRECTION
 TP0980'TO STATION.
 TP0980'
 TP0980'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 TP0980'RESPECTIVELY.
 TP0980'
 TP0980'HEIGHT OF STAND ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1535 ***********************************************************************
 TR1535  DESIGNATION -  DOTSON
 TR1535  PID         -  TR1535
 TR1535  STATE/COUNTY-  WA/JEFFERSON
 TR1535  USGS QUAD   -  NORDLAND (1973)
 TR1535
 TR1535                         *CURRENT SURVEY CONTROL
 TR1535  ___________________________________________________________________
 TR1535* NAD 83(1991)-  48 04 59.42669(N)    122 42 51.44694(W)     ADJUSTED  
 TR1535* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1535  ___________________________________________________________________
 TR1535  LAPLACE CORR-         -10.19  (seconds)                    DEFLEC99
 TR1535  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR1535
 TR1535  HORZ ORDER  -  THIRD
 TR1535
 TR1535.The horizontal coordinates were established by classical geodetic methods
 TR1535.and adjusted by the National Geodetic Survey in December 1991..
 TR1535
 TR1535.The orthometric height was scaled from a topographic map.
 TR1535
 TR1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1535
 TR1535.The geoid height was determined by GEOID03.
 TR1535
 TR1535;                    North         East     Units Scale Factor Converg.
 TR1535;SPC WA N     -   122,142.140   359,880.675   MT  0.99994244   -1 24 01.5
 TR1535;SPC WA N     -   400,728.00  1,180,708.51   sFT  0.99994244   -1 24 01.5
 TR1535;UTM  10      - 5,325,584.223   521,278.331   MT  0.99960556   +0 12 45.4
 TR1535
 TR1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1535!SPC WA N     -   1.00000300  x   0.99994244  =   0.99994544
 TR1535!UTM  10      -   1.00000300  x   0.99960556  =   0.99960855
 TR1535
 TR1535|---------------------------------------------------------------------|
 TR1535| PID    Reference Object                     Distance      Geod. Az  |
 TR1535|                                                           dddmmss.s |
 TR1535| CF8636 DOTSON RM 3                          19.203 METERS 05243     |
 TR1535| CF8635 DOTSON RM 2                           8.852 METERS 05244     |
 TR1535| TR1530 NAVY REAR 1941                      119.080 METERS 05559     |
 TR1535| CF8634 DOTSON RM 1                          10.723 METERS 29724     |
 TR1535| TR1667 PORT TOWNSEND CTHSE STEEPLE         APPROX. 5.1 KM 3090224.5 |
 TR1535| TR1639 PORT TOWNSEND PO PEAK OF ROOF       APPROX. 4.9 KM 3132721.6 |
 TR1535| TR1681 PORT TOWNSEND FIRST PRESB CH        APPROX. 5.0 KM 3161011.1 |
 TR1535| TR1695 PORT TOWNSEND BELL TOWER            APPROX. 4.8 KM 3170706.2 |
 TR1535| TR1534 TREE                                367.916 METERS 35403     |
 TR1535|---------------------------------------------------------------------|
 TR1535
 TR1535                          SUPERSEDED SURVEY CONTROL
 TR1535
 TR1535  NAD 83(1986)-  48 04 59.42652(N)    122 42 51.45171(W) AD(       ) 3
 TR1535  NAD 27      -  48 05 00.10100(N)    122 42 46.85200(W) AD(       ) 3
 TR1535
 TR1535.Superseded values are not recommended for survey control.
 TR1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1535.See file dsdata.txt to determine how the superseded data were derived.
 TR1535
 TR1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2127825584(NAD 83)
 TR1535_MARKER: Z = SEE DESCRIPTION
 TR1535_SETTING: 0 = UNSPECIFIED SETTING
 TR1535
 TR1535  HISTORY     - Date     Condition        Report By
 TR1535  HISTORY     - 1941     MONUMENTED       CGS
 TR1535  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1535  HISTORY     - 1968     SEE DESCRIPTION  LOCENG
 TR1535  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TR1535
 TR1535                          STATION DESCRIPTION
 TR1535
 TR1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1535'LOCATED ON E SHORE OF KILISUT HARBOR, ON LOW LYING SPIT, ELEVATION
 TR1535'ABOUT 3 FEET ABOVE MEAN HIGH WATER, ABOUT 0.85 MILE S OF THE N
 TR1535'END OF KILISUT HARBOR, AND 1.6 MILES N OF MOUTH OF MYSTERY BAY,
 TR1535'ON PROPERTY OF CHARLES DOTSON.  STATION IS ABOUT 24 METERS INSHORE
 TR1535'FROM THE W SHORELINE OF SPIT.
 TR1535'
 TR1535'STATION MARK IS A BRONZE STATION DISK SET IN A 12- BY 12-INCH
 TR1535'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE SURFACE.  THE
 TR1535'DISK IS STAMPED DOTSON 1941.  NO UNDERGROUND MARK WAS SET.
 TR1535'
 TR1535'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12- BY 12-INCH
 TR1535'CONCRETE MONUMENT PROJECTING 3 INCHES.  DISK IS STAMPED DOTSON NO
 TR1535'1 1941.  IT IS WNW OF STATION AND ABOUT 18 METERS INSHORE FROM W
 TR1535'SHORELINE OF SPIT.
 TR1535'
 TR1535'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12- BY 12-INCH
 TR1535'CONCRETE MONUMENT PROJECTING 3 INCHES.  DISK IS STAMPED DOTSON 1941
 TR1535'NO 2.  IT IS ENE OF THE STATION AND IS ABOUT 32 METERS INSHORE FROM
 TR1535'THE W SHORELINE OF SPIT.
 TR1535'
 TR1535'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TR1535
 TR1535                          STATION RECOVERY (1961)
 TR1535
 TR1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1535'STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD
 TR1535'CONDITION.  DESCRIPTION IS ADEQUATE AND CORRECT EXCEPT FOR THE
 TR1535'FOLLOWING--REFERENCE MARK 1 WAS FOUND KNOCKED OUT OF GROUND AND
 TR1535'DISK WAS REMOVED BY THIS PARTY.  STATION IS LOCATED ABOUT 21
 TR1535'METERS EAST OF SHORELINE, 13.3 FEET SOUTH OF CENTERLINE OF TRACK
 TR1535'ROAD, AND PROJECTS ABOUT 2 INCHES.  REFERENCE MARK NO. 2 IS
 TR1535'11.3 FEET SOUTH OF THE CENTERLINE OF TRACK ROAD, AND PROJECTS
 TR1535'ABOUT 2 INCHES.
 TR1535
 TR1535                          STATION RECOVERY (1968)
 TR1535
 TR1535'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (JB)
 TR1535'DOTSON GOOD
 TR1535'
 TR1535'REF. DOTSON 2 GOOD
 TR1535'
 TR1535'REF. DOTSON 1 GONE
 TR1535
 TR1535                          STATION RECOVERY (1969)
 TR1535
 TR1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 TR1535'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 TR1535'CONDITION.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED.  REFERENCE
 TR1535'MARK NO. 3 WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 TR1535'
 TR1535'THE STATION IS ON THE WESTERN SHORE OF MARROWSTONE ISLAND, 5 MILES
 TR1535'NORTH-NORTHEAST OF HADLOCK, 3 MILES SOUTHEAST OF PORT TOWNSEND,
 TR1535'0.9 MILE SOUTH OF THE NORTHWEST CORNER OF THE ISLAND, 0.6 MILE
 TR1535'EAST-SOUTHEAST OF THE NORTH POINT OF INDIAN ISLAND AND NEAR THE
 TR1535'NORTHEAST CORNER OF SECTION 19, T 30 N, R 1 E.
 TR1535'
 TR1535'TO REACH FROM THE MAIN INTERSECTION IN HADLOCK, GO EAST ON OAK
 TR1535'BAY ROAD FOR 0.8 MILE TO A Y, KEEP LEFT 0.9 MILE TO A BLACKTOP Y
 TR1535'ON THE EAST SIDE OF A BRIDGE, KEEP RIGHT AND FOLLOW THE MAIN ROAD
 TR1535'1.9 MILES TO A Y, KEEP LEFT AND FOLLOW THE MAIN ROAD 5.0 MILES TO
 TR1535'THE ENTRANCE TO FT. FLAGLER STATE PARK, TURN LEFT AND GO WEST 0.5
 TR1535'MILE TO A POINT WHERE THE ROAD TURNS LEFT, TURN LEFT AND
 TR1535'CONTINUE 0.2 MILE TO THE NORTHERN EDGE OF A 100 YARD WIDE GAP IN
 TR1535'THE LARGE TREES ON THE WEST SIDE OF THE ROAD.  FROM HERE THE
 TR1535'STATION IS ABOUT 150 YARDS WEST, ON THE SAND SPIT, ABOUT 50 YARDS
 TR1535'SOUTH OF THE NORTHWESTERN EDGE OF THE SPIT.
 TR1535'
 TR1535'THE STATION MARK, STAMPED DOTSON 1941, IS A STANDARD DISK SET IN
 TR1535'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 80 YARDS
 TR1535'NORTH OF THE CENTER OF A BLADED DIRT ROAD, 17 YARDS EAST OF THE
 TR1535'HIGH WATER LINE, 13 FEET SOUTH OF THE CENTER OF A FAINT TRACK ROAD
 TR1535'AND 4 FEET NORTH OF A METAL WITNESS POST.
 TR1535'
 TR1535'REFERENCE MARK NO. 2, STAMPED DOTSON 2 1941, IS A STANDARD DISK SET
 TR1535'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 27 YARDS
 TR1535'EAST OF THE HIGH WATER LINE AND 10 FEET SOUTH OF THE TRACK ROAD.
 TR1535'
 TR1535'REFERENCE MARK NO. 3, STAMPED DOTSON 1941 NO 3 1969, IS A STANDARD
 TR1535'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 TR1535'37 YARDS EAST OF THE HIGH WATER LINE AND 10 FEET SOUTH OF THE
 TR1535'CENTER OF THE TRACK ROAD.
 TR1535'
 TR1535'NO AZIMUTH MARK WAS SET FOR THE STATION.  ANY OF THE OBJECTS
 TR1535'LISTED IN THE BOX SCORE ARE SUITABLE FOR OBTAINING AN AZIMUTH LINE.
 TR1535'
 TR1535'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1535'3 MILES SOUTHEAST OF PORT TOWNSEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0917 ***********************************************************************
 TP0917  DESIGNATION -  DOTTS
 TP0917  PID         -  TP0917
 TP0917  STATE/COUNTY-  WA/STEVENS
 TP0917  USGS QUAD   -  BOSSBURG (1969)
 TP0917
 TP0917                         *CURRENT SURVEY CONTROL
 TP0917  ___________________________________________________________________
 TP0917* NAD 83(1991)-  48 45 23.45222(N)    118 01 52.73204(W)     ADJUSTED  
 TP0917* NAVD 88     -       646.2    (meters)    2120.     (feet)  VERTCON   
 TP0917  ___________________________________________________________________
 TP0917  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 TP0917  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TP0917
 TP0917  HORZ ORDER  -  SECOND
 TP0917
 TP0917.The horizontal coordinates were established by classical geodetic methods
 TP0917.and adjusted by the National Geodetic Survey in December 1991..
 TP0917
 TP0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0917
 TP0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0917
 TP0917.The geoid height was determined by GEOID03.
 TP0917
 TP0917;                    North         East     Units Scale Factor Converg.
 TP0917;SPC WA N     -   199,051.600   705,981.683   MT  1.00000444   +2 05 10.2
 TP0917;SPC WA N     -   653,055.12  2,316,208.24   sFT  1.00000444   +2 05 10.2
 TP0917;UTM  11      - 5,400,902.202   424,200.578   MT  0.99967059   -0 46 31.8
 TP0917
 TP0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0917!SPC WA N     -   0.99990144  x   1.00000444  =   0.99990588
 TP0917!UTM  11      -   0.99990144  x   0.99967059  =   0.99957206
 TP0917
 TP0917|---------------------------------------------------------------------|
 TP0917| PID    Reference Object                     Distance      Geod. Az  |
 TP0917|                                                           dddmmss.s |
 TP0917| CF1360 DOTTS RM 1                            7.903 METERS 02455     |
 TP0917| TP0937 EVANS                               APPROX. 3.4 KM 1420128.8 |
 TP0917|---------------------------------------------------------------------|
 TP0917
 TP0917                          SUPERSEDED SURVEY CONTROL
 TP0917
 TP0917  NAD 83(1986)-  48 45 23.45311(N)    118 01 52.73000(W) AD(       ) 2
 TP0917  NAD 27      -  48 45 23.79400(N)    118 01 48.77600(W) AD(       ) 2
 TP0917  NGVD 29 (07/19/86)  645.0    (m)         2116.     (f) VERT ANG       
 TP0917
 TP0917.Superseded values are not recommended for survey control.
 TP0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0917.See file dsdata.txt to determine how the superseded data were derived.
 TP0917
 TP0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ2420100902(NAD 83)
 TP0917_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0917_SETTING: 66 = SET IN ROCK OUTCROP
 TP0917_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0917
 TP0917  HISTORY     - Date     Condition        Report By
 TP0917  HISTORY     - 1936     MONUMENTED       BOR
 TP0917
 TP0917                          STATION DESCRIPTION
 TP0917
 TP0917'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0917'LOCATED IN THE NW CORNER OF THE NE 1/4 SEC. 33, T. 38 N., R. 38
 TP0917'E. WM, ON THE SW SIDE OF THE SUMMIT OF A LIMESTONE DOME OVERLOOKING
 TP0917'BOSSBURG.  STATION IS ABOUT 3,000 FEET E OF BOSSBURG.
 TP0917'
 TP0917'TO REACH STATION FROM MARCUS POST OFFICE, GO N ON STATE HIGHWAY
 TP0917'22, CROSS RAILROAD AT 0.6.  PASS UNDER TRAMLINE CROSSING AT EVANS
 TP0917'AT 5.75.  PASS STANDARD OIL STATION ON RIGHT AT 8.25.  AT 8.85
 TP0917'AT BOSSBURG, TURN RIGHT UPHILL.  AT 9.15 AT A FOUR-WAY ROAD FORK,
 TP0917'TAKE THE RIGHT CENTER FORK (MAIN ROAD TURN-OFF TO RIGHT) LEAVING
 TP0917'MAIN ROAD.  AT 9.35 ROAD COMES IN FROM LEFT.  AT 9.55 ROAD COMES
 TP0917'IN FROM RIGHT.  AT 9.65 KEEP STRAIGHT AHEAD AT ROAD JUNCTION
 TP0917'AND GO THROUGH WIRE GATE.  AT 9.85 AT A ROAD FORKS, TAKE RIGHT
 TP0917'FORK AND LEAVE CAR IN FIELD.  PROCEED ON FOOT (W) ACROSS ROAD
 TP0917'AND UP LIMESTONE DOME TO S EDGE OF SUMMIT ABOUT 1/4 MILE TO
 TP0917'STATION.
 TP0917'
 TP0917'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20,
 TP0917'RESPECTIVELY.
 TP0917'
 TP0917'HEIGHT OF STAND ABOVE STATION MARK - 1.23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1589 ***********************************************************************
 SC1589  DESIGNATION -  DOTY
 SC1589  PID         -  SC1589
 SC1589  STATE/COUNTY-  WA/LEWIS
 SC1589  USGS QUAD   -  DOTY (1994)
 SC1589
 SC1589                         *CURRENT SURVEY CONTROL
 SC1589  ___________________________________________________________________
 SC1589* NAD 83(1991)-  46 41 20.25891(N)    123 17 47.80953(W)     ADJUSTED  
 SC1589* NAVD 88     -       635.     (meters)    2083.     (feet)  SCALED    
 SC1589  ___________________________________________________________________
 SC1589  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 SC1589  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SC1589
 SC1589  HORZ ORDER  -  SECOND
 SC1589
 SC1589.The horizontal coordinates were established by classical geodetic methods
 SC1589.and adjusted by the National Geodetic Survey in December 1991..
 SC1589
 SC1589.The orthometric height was scaled from a topographic map.
 SC1589
 SC1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1589
 SC1589.The geoid height was determined by GEOID03.
 SC1589
 SC1589;                    North         East     Units Scale Factor Converg.
 SC1589;SPC WA S     -   154,469.968   286,132.283   MT  0.99991624   -2 01 53.2
 SC1589;SPC WA S     -   506,790.22    938,752.33   sFT  0.99991624   -2 01 53.2
 SC1589;UTM  10      - 5,170,643.115   477,319.243   MT  0.99960632   -0 12 57.0
 SC1589
 SC1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1589!SPC WA S     -   0.99990376  x   0.99991624  =   0.99982001
 SC1589!UTM  10      -   0.99990376  x   0.99960632  =   0.99951012
 SC1589
 SC1589:                Primary Azimuth Mark                     Grid Az
 SC1589:SPC WA S     -  DELPHI RESET                             022 47 55.1
 SC1589:UTM  10      -  DELPHI RESET                             020 58 58.9
 SC1589
 SC1589|---------------------------------------------------------------------|
 SC1589| PID    Reference Object                     Distance      Geod. Az  |
 SC1589|                                                           dddmmss.s |
 SC1589| SC1580 DELPHI RESET                        APPROX.33.7 KM 0204601.9 |
 SC1589|---------------------------------------------------------------------|
 SC1589
 SC1589                          SUPERSEDED SURVEY CONTROL
 SC1589
 SC1589  NAD 83(1991)-  46 41 20.26306(N)    123 17 47.81095(W) AD(       ) 2
 SC1589  NAD 83(1986)-  46 41 20.26162(N)    123 17 47.80684(W) AD(       ) 2
 SC1589  NAD 27      -  46 41 20.89976(N)    123 17 43.28973(W) AD(       ) 2
 SC1589
 SC1589.Superseded values are not recommended for survey control.
 SC1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1589.See file dsdata.txt to determine how the superseded data were derived.
 SC1589
 SC1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7731970643(NAD 83)
 SC1589_MARKER: Z = SEE DESCRIPTION
 SC1589_SETTING: 0 = UNSPECIFIED SETTING
 SC1589
 SC1589  HISTORY     - Date     Condition        Report By
 SC1589  HISTORY     - 1937     MONUMENTED       USE
 SC1589  HISTORY     - 1953     SEE DESCRIPTION  USGS
 SC1589
 SC1589                          STATION DESCRIPTION
 SC1589
 SC1589'DESCRIBED BY US ENGINEERS 1937
 SC1589'ABOUT 8 MILES NW OF VILLAGE OF DOTY, ON LOGGED OFF RIDGE AND ABOUT
 SC1589'425 FEET N OF LARGE SNAG.  STATION IS ON W SLOPE OF RIDGE AND ON
 SC1589'TOP OF SMALL KNOB ABOUT 2 FEET ABOVE LEVEL OF SURROUNDING GROUND.
 SC1589'A STANDARD C. OF E. TRIANGULATION DISK SET IN 3-INCH
 SC1589'CONCRETE-FILLED PIPE AND STAMPED DOTY-1937.
 SC1589'
 SC1589'REFERENCE MARK NO.1--A STANDARD C. OF E.M.C.S. DISK SET IN CONCRETE
 SC1589'6 FEET NW OF BASE OF LARGE ROTTEN STUMP AND 20 FEET SW OF LARGE
 SC1589'HOLLOW STUMP.
 SC1589'
 SC1589'REFERENCE MARK NO.3--A STANDARD C. OF E.M.C.S. DISK SET IN 3-INCH
 SC1589'CONCRETE-FILLED PIPE MIDWAY BETWEEN 2 LARGE WHITE STUMPS RUNNING
 SC1589'ABOUT 10 DEG NE AND SW ON NW SLOPE OF RIDGE.
 SC1589'
 SC1589'REFERENCE MARK NO.2--A STANDARD C. OF E.M.C.S. DISK SET IN CONCRETE
 SC1589'6 FEET SW OF BASE OF 5-FOOT STUMP PROTRUDING 5 FEET ABOVE GROUND.
 SC1589'
 SC1589'REFERENCE MARK NO.4--A STANDARD C. OF E.M.C.S. DISK SET IN
 SC1589'CONCRETE-FILLED 3-INCH PIPE ON W EDGE OF RIDGE 20 FEET S OF LARGE
 SC1589'WHITE STUMP ABOUT 5 FEET HIGH.
 SC1589'
 SC1589'REFERENCE MARK NO.5--A BLAZE IN SIDE OF LARGE STUMP.  3 NAILS IN
 SC1589'FORM OF TRIANGLE.
 SC1589'
 SC1589'TO REACH FROM CHEHALIS.  PROCEED WEST ALONG STATE HIGHWAY 12 FOR
 SC1589'28.6 MILES TO JUNCTION WITH GRAVEL ROAD LEADING TO VILLAGE OF
 SC1589'DOTY.  FOLLOW GRAVEL ROAD FOR 0.2 MILE TO SCHOOLHOUSE AND TURN
 SC1589'SHARP LEFT AND TRAVEL 01.2 MILES TO JUNCTION WITH GRAVEL ROAD TO
 SC1589'RIGHT.  TAKE ROAD TO RIGHT FOR 01.7 MILES TO INTERSECTION
 SC1589'WITH NORTH HIGHLAND TRUCK TRAIL LEADING TO LEFT, FOLLOW THIS
 SC1589'ROAD FOR 05.4 MILES, THEN TAKE FOOT PATH TO THE N OVER BARREN
 SC1589'HILL, PATH GOES BY LARGE SNAG AND CONTINUES ON TO STATION.
 SC1589'
 SC1589'IT IS UNCERTAIN WHETHER THE DISTANCES GIVEN ARE IN METERS OR IN
 SC1589'FEET.
 SC1589
 SC1589                          STATION RECOVERY (1953)
 SC1589
 SC1589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 SC1589'THIS STATION WAS DESTROYED WHENEVER THE LOOKOUT TOWER WAS
 SC1589'CONSTRUCTED ATOP THE RIDGE.
 SC1589'
 SC1589'TWO OF THE REFERENCE MARKS WERE FOUND UNDISTURBED AND A THIRD WAS
 SC1589'FOUND LOOSE IN THE GROUND.  FROM THESE, USING THE DISTANCE IT WAS
 SC1589'DETERMINED THAT THE STATION SAT RIGHT AT THE FOOT OF THE LADDER
 SC1589'WHICH LEADS UP TO THE TOWER.  THE OLD PIPE WITH THE MARK WAS FOUND
 SC1589'LYING ALONGSIDE THE CABIN WHICH IS S OF THE TOWER ABOUT 25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2504 ***********************************************************************
 TR2504  DESIGNATION -  DOUBLE
 TR2504  PID         -  TR2504
 TR2504  STATE/COUNTY-  WA/CLALLAM
 TR2504  USGS QUAD   -  MOUNT MULLER (1995)
 TR2504
 TR2504                         *CURRENT SURVEY CONTROL
 TR2504  ___________________________________________________________________
 TR2504* NAD 83(1991)-  48 06 36.53495(N)    123 53 40.15553(W)     ADJUSTED  
 TR2504* NAVD 88     -                                                        
 TR2504  ___________________________________________________________________
 TR2504  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 TR2504  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 TR2504
 TR2504  HORZ ORDER  -  THIRD
 TR2504
 TR2504.The horizontal coordinates were established by classical geodetic methods
 TR2504.and adjusted by the National Geodetic Survey in December 1991..
 TR2504
 TR2504
 TR2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2504
 TR2504.The geoid height was determined by GEOID03.
 TR2504
 TR2504;                    North         East     Units Scale Factor Converg.
 TR2504;SPC WA N     -   127,961.713   272,120.244   MT  0.99994226   -2 16 44.7
 TR2504;SPC WA N     -   419,821.05    892,781.17   sFT  0.99994226   -2 16 44.7
 TR2504;UTM  10      - 5,328,929.821   433,417.693   MT  0.99965447   -0 39 57.3
 TR2504
 TR2504                          SUPERSEDED SURVEY CONTROL
 TR2504
 TR2504  NAD 83(1986)-  48 06 36.53523(N)    123 53 40.16236(W) AD(       ) 4
 TR2504  NAD 27      -  48 06 37.17000(N)    123 53 35.45600(W) AD(       ) 3
 TR2504
 TR2504.Superseded values are not recommended for survey control.
 TR2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2504.See file dsdata.txt to determine how the superseded data were derived.
 TR2504
 TR2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU3341828930(NAD 83)
 TR2504
 TR2504  HISTORY     - Date     Condition        Report By
 TR2504  HISTORY     - 1926     MONUMENTED       CGS
 TR2504
 TR2504                          STATION DESCRIPTION
 TR2504
 TR2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR2504'STATION IS THE UPPER OF TWO VERY PROMINENT ROCK SCARS ON
 TR2504'MOUNTAINSIDE AND JUST E OF TRIANGULATION STATION DOME.  THE SCARS
 TR2504'ARE NEARLY IN LINE VERTICALLY, COLORED DARK BROWN, AND RATHER
 TR2504'ELONGATED VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2094 ***********************************************************************
 TR2094  DESIGNATION -  DOUBLE 1894
 TR2094  PID         -  TR2094
 TR2094  STATE/COUNTY-  WA/SAN JUAN
 TR2094  USGS QUAD   -  SHAW ISLAND (1994)
 TR2094
 TR2094                         *CURRENT SURVEY CONTROL
 TR2094  ___________________________________________________________________
 TR2094* NAD 83(1991)-  48 36 32.26448(N)    122 58 18.84596(W)     ADJUSTED  
 TR2094* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR2094  ___________________________________________________________________
 TR2094  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 TR2094  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 TR2094
 TR2094  HORZ ORDER  -  THIRD
 TR2094
 TR2094.The horizontal coordinates were established by classical geodetic methods
 TR2094.and adjusted by the National Geodetic Survey in December 1991..
 TR2094
 TR2094.The orthometric height was scaled from a topographic map.
 TR2094
 TR2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2094
 TR2094.The geoid height was determined by GEOID03.
 TR2094
 TR2094;                    North         East     Units Scale Factor Converg.
 TR2094;SPC WA N     -   181,084.124   342,319.400   MT  0.99997899   -1 35 31.9
 TR2094;SPC WA N     -   594,106.83  1,123,092.90   sFT  0.99997899   -1 35 31.9
 TR2094;UTM  10      - 5,383,987.845   502,071.224   MT  0.99960005   +0 01 15.9
 TR2094
 TR2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2094!SPC WA N     -   1.00000271  x   0.99997899  =   0.99998170
 TR2094!UTM  10      -   1.00000271  x   0.99960005  =   0.99960276
 TR2094
 TR2094:                Primary Azimuth Mark                     Grid Az
 TR2094:SPC WA N     -  VICTIM RESET                             341 46 50.9
 TR2094:UTM  10      -  VICTIM RESET                             340 10 03.1
 TR2094
 TR2094|---------------------------------------------------------------------|
 TR2094| PID    Reference Object                     Distance      Geod. Az  |
 TR2094|                                                           dddmmss.s |
 TR2094| TR2069 VICTIM RESET                        APPROX. 0.6 KM 3401119.0 |
 TR2094|---------------------------------------------------------------------|
 TR2094
 TR2094                          SUPERSEDED SURVEY CONTROL
 TR2094
 TR2094  NAD 83(1986)-  48 36 32.26600(N)    122 58 18.84782(W) AD(       ) 3
 TR2094  NAD 27      -  48 36 32.92000(N)    122 58 14.22000(W) AD(       ) 3
 TR2094
 TR2094.Superseded values are not recommended for survey control.
 TR2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2094.See file dsdata.txt to determine how the superseded data were derived.
 TR2094
 TR2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0207183988(NAD 83)
 TR2094
 TR2094  HISTORY     - Date     Condition        Report By
 TR2094  HISTORY     - 1894     MONUMENTED       CGS
 TR2094  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2094  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR2094  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR2094
 TR2094                          STATION DESCRIPTION
 TR2094
 TR2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2094'STATION IS ON DOUBLE ISLAND, THE LARGEST OF THE 3 ISLANDS, NEAR
 TR2094'W END TO WEST SOUND, AT ONLY POINT FROM WHICH STATION BROKEN TO
 TR2094'SOUTHWARD AND STATION VICTIM TO NORTHWARD CAN BE SEEN.  STATION
 TR2094'IS ON THE SOUTHERN POINT OF A DOUBLE POINT, THE 2 BEING 8 METERS
 TR2094'APART.  THERE IS A SMALL RED CEDAR OR JUNIPER, 6 PACES BACK FROM
 TR2094'STATION, TO WHICH 1 BRACE IS NAILED.  A LITTLE FURTHER BACK IS A
 TR2094'14-INCH FIR MARKED WITH BLAZE AND WIRE NAIL.  FROM A POINT 2
 TR2094'FEET N OF TREE THE STATION IS IN LINE WITH SIGNAL RAG.  POINT IS
 TR2094'COVERED WITH SOIL.  STATION IS MARKED BY A 1/2-INCH HOLE,
 TR2094'2 INCHES DEEP, IN SOLID ROCK, AFTER MORE THAN 8 INCHES OF SOIL,
 TR2094'SMALL STONES AND BRITTLE ROCK HAD BEEN REMOVED.  IT IS 2
 TR2094'PACES FROM EDGE OF CLIFF AND 12 FEET ABOVE TIDES.
 TR2094
 TR2094                          STATION RECOVERY (1940)
 TR2094
 TR2094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2094'SEARCHED FOR ABOUT 45 MINUTES, BELIEVED UNRECOVERABLE.  STATION
 TR2094'LOST.
 TR2094
 TR2094                          STATION RECOVERY (1958)
 TR2094
 TR2094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FN)
 TR2094'BLAZED TREE DESCRIBED IN ORIGINAL DESCRIPTION WAS FOUND, BUT
 TR2094'AFTER A THOROUGH SEARCH OF THE AREA IT WAS CONCLUDED THAT THE
 TR2094'STATION HAD CRUMBLED AWAY AND FALLEN INTO THE SEA.
 TR2094
 TR2094                          STATION RECOVERY (2001)
 TR2094
 TR2094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2094'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4972 ***********************************************************************
 SY4972  DESIGNATION -  DOUBLE BLUFF
 SY4972  PID         -  SY4972
 SY4972  STATE/COUNTY-  WA/ISLAND
 SY4972  USGS QUAD   -  HANSVILLE (1968)
 SY4972
 SY4972                         *CURRENT SURVEY CONTROL
 SY4972  ___________________________________________________________________
 SY4972* NAD 83(1991)-  47 58 02.64155(N)    122 32 46.74571(W)     ADJUSTED  
 SY4972* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 SY4972  ___________________________________________________________________
 SY4972  LAPLACE CORR-         -12.32  (seconds)                    DEFLEC99
 SY4972  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SY4972
 SY4972  HORZ ORDER  -  FIRST
 SY4972
 SY4972.The horizontal coordinates were established by classical geodetic methods
 SY4972.and adjusted by the National Geodetic Survey in December 1991..
 SY4972
 SY4972.The orthometric height was scaled from a topographic map.
 SY4972
 SY4972.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4972
 SY4972.The geoid height was determined by GEOID03.
 SY4972
 SY4972;                    North         East     Units Scale Factor Converg.
 SY4972;SPC WA N     -   108,980.903   372,104.890   MT  0.99994569   -1 16 31.3
 SY4972;SPC WA N     -   357,548.18  1,220,814.13   sFT  0.99994569   -1 16 31.3
 SY4972;UTM  10      - 5,312,776.512   533,863.898   MT  0.99961409   +0 20 13.1
 SY4972
 SY4972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4972!SPC WA N     -   1.00000166  x   0.99994569  =   0.99994735
 SY4972!UTM  10      -   1.00000166  x   0.99961409  =   0.99961575
 SY4972
 SY4972|---------------------------------------------------------------------|
 SY4972| PID    Reference Object                     Distance      Geod. Az  |
 SY4972|                                                           dddmmss.s |
 SY4972| SY4968 DOUBLE BLUFF 1921 RM 1                9.319 METERS 01721     |
 SY4972| SY4966 DOUBLE BLUFF LT 1960                 11.898 METERS 01735     |
 SY4972| SY4981 NO POINT                            APPROX. 6.3 KM 1663150.4 |
 SY4972|---------------------------------------------------------------------|
 SY4972
 SY4972                          SUPERSEDED SURVEY CONTROL
 SY4972
 SY4972  NAD 83(1986)-  47 58 02.63938(N)    122 32 46.74925(W) AD(       ) 1
 SY4972  NAD 27      -  47 58 03.31000(N)    122 32 42.21400(W) AD(       ) 1
 SY4972
 SY4972.Superseded values are not recommended for survey control.
 SY4972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4972.See file dsdata.txt to determine how the superseded data were derived.
 SY4972
 SY4972_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU3386412777(NAD 83)
 SY4972_MARKER: DS = TRIANGULATION STATION DISK
 SY4972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4972_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY4972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4972+STABILITY: SURFACE MOTION
 SY4972
 SY4972  HISTORY     - Date     Condition        Report By
 SY4972  HISTORY     - 1921     MONUMENTED       CGS
 SY4972  HISTORY     - 1927     GOOD             CGS
 SY4972  HISTORY     - 1934     GOOD             CGS
 SY4972  HISTORY     - 1960     GOOD             CGS
 SY4972  HISTORY     - 1966     GOOD             CGS
 SY4972
 SY4972                          STATION DESCRIPTION
 SY4972
 SY4972'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4972'STATION IS LOCATED ON TOP OF THE SOUTHERN OF THE TWO BLUFFS AT
 SY4972'DOUBLE BLUFF POINT.  STATION MARK WAS SET 5 METERS BACK FROM THE
 SY4972'EDGES OF THE BLUFF.  A STANDARD REFERENCE MARK WAS SET FURTHER IN AND
 SY4972'IN LINE WITH THE SPRUCE TREE NEAREST THE POINT.  THIS TREE WAS
 SY4972'BLAZED ABOUT 12 FEET ABOVE THE GROUND, SO AS TO SHOW CLEAR OF THE
 SY4972'BRUSH.  A YEW WOOD POST WAS SET NEAR THE EDGE OF THE BLUFF NEAR
 SY4972'SMALL SPRUCE TREE.  IT PROJECTS 18 INCHES ABOVE THE GROUND.
 SY4972'
 SY4972'STATION MARK AND REFERENCE MARK ARE STANDARD BRONZE DISKS SET IN
 SY4972'CONCRETE, AS DESCRIBED.
 SY4972
 SY4972                          STATION RECOVERY (1927)
 SY4972
 SY4972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 SY4972'MARKS ARE GOOD.  DESCRIPTION IS ADEQUATE.
 SY4972
 SY4972                          STATION RECOVERY (1934)
 SY4972
 SY4972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4972'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  STATION IS ABOUT
 SY4972'TWENTY FEET ABOVE HIGH WATER IN ELEVATION.  LOCATED ON THE TOP OF THE
 SY4972'SOUTHERN OF THE TWO BLUFFS AT DOUBLE BLUFF POINT.  STATION MARK WAS
 SY4972'SET FIVE METERS BACK FROM THE EDGES OF THE BLUFF.  A STANDARD
 SY4972'REFERENCE MARK WAS SET FARTHER IN AND IN LINE WITH SPRUCE TREE
 SY4972'NEAREST THE POINT.  THIS TREE IS BLAZED ABOUT 12 FEET ABOVE THE
 SY4972'GROUND SO AS TO SHOW CLEAR OF THE BRUSH.  A YEW WOOD POST WAS SET
 SY4972'NEAR THE EDGE OF THE BLUFF NEAR SMALL SPRUCE TREE.  IT PROJECTS 18
 SY4972'INCHES ABOVE THE GROUND.  THE STATION IS ABOUT 20 FEET ABOVE MEAN
 SY4972'HIGH WATER.  SURFACE STATION MARK IS A STANDARD BRONZE DISK SET IN
 SY4972'CONCRETE AS DESCRIBED.
 SY4972
 SY4972                          STATION RECOVERY (1960)
 SY4972
 SY4972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SY4972'THE STATION WAS RECOVERED.  A NEW DESCRIPTION FOLLOWS--
 SY4972'
 SY4972'THE STATION IS LOCATED ON TOP OF THE SOUTHERLY OF TWO BLUFFS AT
 SY4972'DOUBLE BLUFF POINT, ABOUT 35 FT. ABOVE HIGH WATER, 3 FEET SOUTH OF
 SY4972'A CABLE CROSSING SIGN, AND 4 FEET FROM THE EAST END OF THE SIGN, 7
 SY4972'FEET BACK OF THE EDGE OF THE BLUFF AND IS A STANDARD TRIANGULATION
 SY4972'STATION DISK NOT STAMPED SET IN TOP OF A CONCRETE MONUMENT.
 SY4972'
 SY4972'THE REFERENCE MARK IS 6.28 FT. FROM THE SOUTHWEST CORNER OF THE
 SY4972'DOUBLE BLUFF LIGHT STRUCTURE, 30.58 FT (9.322M) FROM THE STATION,
 SY4972'AND IS A STANDARD REFERENCE DISK NOT STAMPED SET IN TOP OF A
 SY4972'CONCRETE MONUMENT.  THE CABLE CROSSING SIGN LIES BETWEEN THE STATION
 SY4972'AND THE REFERENCE MARK.
 SY4972
 SY4972                          STATION RECOVERY (1966)
 SY4972
 SY4972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HEM)
 SY4972'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION AS
 SY4972'DESCRIBED BY L.G.T. IN 1960.  THE STATION NAME WAS STAMPED ON THE
 SY4972'STATION AND REFERENCE MARK DISKS AT THIS TIME.
 SY4972'
 SY4972'THE STATION IS A STANDARD DISK STAMPED DOUBLE BLUFF 1921 SET IN THE
 SY4972'TOP OF A 7-INCH SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES.  6
 SY4972'FEET NORTH OF THE EDGE OF THE BLUFF, 4.7 FEET WEST OF THE EAST END
 SY4972'OF A LARGE WOODEN CABLE CROSSING SIGN, 2.8 FEET SOUTHWEST OF THE
 SY4972'SIGN AND IN A GROWTH OF ROSE BRIERS.
 SY4972'
 SY4972'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DOUBLE BLUFF NO 1 1921
 SY4972'SET IN THE TOP OF A 7-INCH SQUARE CONCRETE MONUMENT, PROJECTING 6
 SY4972'INCHES ABOVE THE SURFACE OF THE GROUND, 31 FEET NORTH OF THE EDGE
 SY4972'OF THE BLUFF, 26 FEET NORTH OF THE CABLE CROSSING SIGN AND 9-1/2 FEET
 SY4972'SOUTH OF DOUBLE BLUFF LIGHT (A NAVIGATION LIGHT ATOP A SKELETON
 SY4972'STEEL TOWER).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4968 ***********************************************************************
 SY4968  DESIGNATION -  DOUBLE BLUFF 1921 RM 1
 SY4968  PID         -  SY4968
 SY4968  STATE/COUNTY-  WA/ISLAND
 SY4968  USGS QUAD   -  HANSVILLE (1968)
 SY4968
 SY4968                         *CURRENT SURVEY CONTROL
 SY4968  ___________________________________________________________________
 SY4968* NAD 83(1991)-  47 58 02.92955(N)    122 32 46.61179(W)     ADJUSTED  
 SY4968* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 SY4968  ___________________________________________________________________
 SY4968  LAPLACE CORR-         -12.32  (seconds)                    DEFLEC99
 SY4968  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SY4968
 SY4968  HORZ ORDER  -  SECOND
 SY4968
 SY4968.The horizontal coordinates were established by classical geodetic methods
 SY4968.and adjusted by the National Geodetic Survey in December 1991..
 SY4968
 SY4968.The orthometric height was scaled from a topographic map.
 SY4968
 SY4968.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4968
 SY4968.The geoid height was determined by GEOID03.
 SY4968
 SY4968;                    North         East     Units Scale Factor Converg.
 SY4968;SPC WA N     -   108,989.734   372,107.865   MT  0.99994569   -1 16 31.2
 SY4968;SPC WA N     -   357,577.15  1,220,823.89   sFT  0.99994569   -1 16 31.2
 SY4968;UTM  10      - 5,312,785.420   533,866.622   MT  0.99961409   +0 20 13.2
 SY4968
 SY4968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4968!SPC WA N     -   1.00000166  x   0.99994569  =   0.99994735
 SY4968!UTM  10      -   1.00000166  x   0.99961409  =   0.99961575
 SY4968
 SY4968:                Primary Azimuth Mark                     Grid Az
 SY4968:SPC WA N     -  NO POINT                                 167 50 57.6
 SY4968:UTM  10      -  NO POINT                                 166 14 13.2
 SY4968
 SY4968|---------------------------------------------------------------------|
 SY4968| PID    Reference Object                     Distance      Geod. Az  |
 SY4968|                                                           dddmmss.s |
 SY4968| SY4981 NO POINT                            APPROX. 6.3 KM 1663426.4 |
 SY4968| SY4979 POINT NO POINT LIGHTHOUSE           APPROX. 6.3 KM 1664114.6 |
 SY4968| SY4972 DOUBLE BLUFF                          9.319 METERS 19721     |
 SY4968|---------------------------------------------------------------------|
 SY4968
 SY4968                          SUPERSEDED SURVEY CONTROL
 SY4968
 SY4968  NAD 83(1986)-  47 58 02.92738(N)    122 32 46.61533(W) AD(       ) 2
 SY4968  NAD 27      -  47 58 03.59800(N)    122 32 42.08010(W) AD(       ) 2
 SY4968
 SY4968.Superseded values are not recommended for survey control.
 SY4968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4968.See file dsdata.txt to determine how the superseded data were derived.
 SY4968
 SY4968_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU3386712785(NAD 83)
 SY4968
 SY4968  HISTORY     - Date     Condition        Report By
 SY4968  HISTORY     - 1921     MONUMENTED       CGS
 SY4968
 SY4968                          STATION DESCRIPTION
 SY4968
 SY4968'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 SY4968'SEE STATION DOUBLE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4966 ***********************************************************************
 SY4966  DESIGNATION -  DOUBLE BLUFF LT 1960
 SY4966  PID         -  SY4966
 SY4966  STATE/COUNTY-  WA/ISLAND
 SY4966  USGS QUAD   -  HANSVILLE (1968)
 SY4966
 SY4966                         *CURRENT SURVEY CONTROL
 SY4966  ___________________________________________________________________
 SY4966* NAD 83(1991)-  47 58 03.00876(N)    122 32 46.57241(W)     ADJUSTED  
 SY4966* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 SY4966  ___________________________________________________________________
 SY4966  LAPLACE CORR-         -12.31  (seconds)                    DEFLEC99
 SY4966  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SY4966
 SY4966  HORZ ORDER  -  THIRD
 SY4966
 SY4966.The horizontal coordinates were established by classical geodetic methods
 SY4966.and adjusted by the National Geodetic Survey in December 1991..
 SY4966
 SY4966.The orthometric height was scaled from a topographic map.
 SY4966
 SY4966.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4966
 SY4966.The geoid height was determined by GEOID03.
 SY4966
 SY4966;                    North         East     Units Scale Factor Converg.
 SY4966;SPC WA N     -   108,992.161   372,108.736   MT  0.99994569   -1 16 31.1
 SY4966;SPC WA N     -   357,585.11  1,220,826.74   sFT  0.99994569   -1 16 31.1
 SY4966;UTM  10      - 5,312,787.870   533,867.424   MT  0.99961409   +0 20 13.3
 SY4966
 SY4966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4966!SPC WA N     -   1.00000166  x   0.99994569  =   0.99994735
 SY4966!UTM  10      -   1.00000166  x   0.99961409  =   0.99961575
 SY4966
 SY4966                          SUPERSEDED SURVEY CONTROL
 SY4966
 SY4966  NAD 83(1986)-  47 58 03.00703(N)    122 32 46.57798(W) AD(       ) 3
 SY4966  NAD 27      -  47 58 03.67780(N)    122 32 42.04051(W) AD(       ) 3
 SY4966
 SY4966.Superseded values are not recommended for survey control.
 SY4966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4966.See file dsdata.txt to determine how the superseded data were derived.
 SY4966
 SY4966_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU3386712788(NAD 83)
 SY4966
 SY4966  HISTORY     - Date     Condition        Report By
 SY4966  HISTORY     - 1960     MONUMENTED       CGS
 SY4966  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY4966  HISTORY     - 1987     GOOD             USPSQD
 SY4966
 SY4966                          STATION DESCRIPTION
 SY4966
 SY4966'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SY4966'THE STATION IS LISTED IN THE LIGHT LIST, PACIFIC COAST, 1960 AS
 SY4966'1766 - ON SOUTH END OF BLUFF, SKELETON TOWER, BUILT IN 1954.
 SY4966'
 SY4966'THE LIGHT IS A SINGLE LENS WHITE LIGHT FASTENED TO THE WOODEN
 SY4966'PLANKING ON TOP OF A 7 FOOT SQUARE SKELETON STEEL STRUCTURE WHICH
 SY4966'IS 17.5 FEET HIGH AND IS SET IN CONCRETE FOOTINGS.  THE LIGHT BOX
 SY4966'WHICH IS PAINTED RED EXTENDS 6 FEET ABOVE THE PLATFORM.  THE
 SY4966'STRUCTURE IS 59 FEET ABOVE THE HIGH WATER LINE, 32 FEET NORTH OF A
 SY4966'CABLE CROSSING SIGN AND 9 FEET SOUTH OF A METAL BUILDING HOUSING
 SY4966'COAST GUARD EQUIPMENT.  IT IS 46 FEEL NORTH OF THE EXTREME TIP OF
 SY4966'THE BLUFF.
 SY4966
 SY4966                          STATION RECOVERY (1976)
 SY4966
 SY4966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY4966'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESIGNATED
 SY4966'AS NO. 2278 IN THE PUBLICATION LIGHT LIST, VOLUME 3, PACIFIC COAST
 SY4966'AND PACIFIC ISLANDS, 1976.
 SY4966'
 SY4966'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES SOUTH OF
 SY4966'FREELAND.
 SY4966
 SY4966                          STATION RECOVERY (1987)
 SY4966
 SY4966'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJS)
 SY4966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2118 ***********************************************************************
 SY2118  DESIGNATION -  DOUBLE FIR
 SY2118  PID         -  SY2118
 SY2118  STATE/COUNTY-  WA/KING
 SY2118  USGS QUAD   -  RENTON (1994)
 SY2118
 SY2118                         *CURRENT SURVEY CONTROL
 SY2118  ___________________________________________________________________
 SY2118* NAD 83(1991)-  47 25 14.98247(N)    122 10 55.44419(W)     ADJUSTED  
 SY2118* NAVD 88     -                                                        
 SY2118  ___________________________________________________________________
 SY2118  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 SY2118  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 SY2118
 SY2118  HORZ ORDER  -  THIRD
 SY2118
 SY2118.The horizontal coordinates were established by classical geodetic methods
 SY2118.and adjusted by the National Geodetic Survey in December 1991..
 SY2118
 SY2118
 SY2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2118
 SY2118.The geoid height was determined by GEOID03.
 SY2118
 SY2118;                    North         East     Units Scale Factor Converg.
 SY2118;SPC WA N     -    47,680.606   398,232.473   MT  1.00001571   -1 00 15.0
 SY2118;SPC WA N     -   156,432.12  1,306,534.37   sFT  1.00001571   -1 00 15.0
 SY2118;UTM  10      - 5,252,255.242   561,693.652   MT  0.99964677   +0 36 08.3
 SY2118
 SY2118                          SUPERSEDED SURVEY CONTROL
 SY2118
 SY2118  NAD 83(1986)-  47 25 14.97495(N)    122 10 55.45390(W) AD(       ) 4
 SY2118  NAD 27      -  47 25 15.60800(N)    122 10 51.02500(W) AD(       ) 3
 SY2118
 SY2118.Superseded values are not recommended for survey control.
 SY2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2118.See file dsdata.txt to determine how the superseded data were derived.
 SY2118
 SY2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6169452255(NAD 83)
 SY2118
 SY2118  HISTORY     - Date     Condition        Report By
 SY2118  HISTORY     - 1936     MONUMENTED       CGS
 SY2118
 SY2118                          STATION DESCRIPTION
 SY2118
 SY2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY2118'DOUBLE FIR TREE JUST E OF PANTHER LAKE SW 1/2 SEC. 4, T. 22
 SY2118'N., R. 5 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3410 ***********************************************************************
 SY3410  DESIGNATION -  DOUGAL 2
 SY3410  PID         -  SY3410
 SY3410  STATE/COUNTY-  WA/MASON
 SY3410  USGS QUAD   -  VAUGHN (1994)
 SY3410
 SY3410                         *CURRENT SURVEY CONTROL
 SY3410  ___________________________________________________________________
 SY3410* NAD 83(1991)-  47 17 58.55590(N)    122 50 49.92786(W)     ADJUSTED  
 SY3410* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3410  ___________________________________________________________________
 SY3410  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 SY3410  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 SY3410
 SY3410  HORZ ORDER  -  THIRD
 SY3410
 SY3410.The horizontal coordinates were established by classical geodetic methods
 SY3410.and adjusted by the National Geodetic Survey in December 1991..
 SY3410
 SY3410.The orthometric height was scaled from a topographic map.
 SY3410
 SY3410.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3410
 SY3410.The geoid height was determined by GEOID03.
 SY3410
 SY3410;                    North         East     Units Scale Factor Converg.
 SY3410;SPC WA S     -   221,200.581   322,509.085   MT  0.99999246   -1 42 18.0
 SY3410;SPC WA S     -   725,722.24  1,058,098.56   sFT  0.99999246   -1 42 18.0
 SY3410;SPC WA N     -    35,303.202   347,702.257   MT  1.00004340   -1 29 57.7
 SY3410;SPC WA N     -   115,823.92  1,140,753.15   sFT  1.00004340   -1 29 57.7
 SY3410;UTM  10      - 5,238,469.639   511,551.446   MT  0.99960164   +0 06 44.3
 SY3410
 SY3410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3410!SPC WA S     -   1.00000318  x   0.99999246  =   0.99999564
 SY3410!SPC WA N     -   1.00000318  x   1.00004340  =   1.00004658
 SY3410!UTM  10      -   1.00000318  x   0.99960164  =   0.99960481
 SY3410
 SY3410|---------------------------------------------------------------------|
 SY3410| PID    Reference Object                     Distance      Geod. Az  |
 SY3410|                                                           dddmmss.s |
 SY3410| CE3972 DOUGAL 2 RM                          20.150 METERS 00118     |
 SY3410| SY3398 STRETCH 2                           APPROX. 2.8 KM 0384653.8 |
 SY3410| SY3425 HERRON WATER TOWER WEST WINDOW      APPROX. 3.9 KM 1331447.2 |
 SY3410| SY3421 HERRON WHARF HOUSE EAST GABLE       APPROX. 3.6 KM 1380357.2 |
 SY3410|---------------------------------------------------------------------|
 SY3410
 SY3410                          SUPERSEDED SURVEY CONTROL
 SY3410
 SY3410  NAD 83(1986)-  47 17 58.55214(N)    122 50 49.93730(W) AD(       ) 3
 SY3410  NAD 27      -  47 17 59.20600(N)    122 50 45.43100(W) AD(       ) 3
 SY3410
 SY3410.Superseded values are not recommended for survey control.
 SY3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3410.See file dsdata.txt to determine how the superseded data were derived.
 SY3410
 SY3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1155138470(NAD 83)
 SY3410_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3410
 SY3410  HISTORY     - Date     Condition        Report By
 SY3410  HISTORY     - 1934     MONUMENTED       CGS
 SY3410  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY3410  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY3410
 SY3410                          STATION DESCRIPTION
 SY3410
 SY3410'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY3410'LOCATED ON A GRAVEL SPIT ON THE S SIDE OF THE JUNCTIONS OF
 SY3410'PICKERING PASSAGE AND THE W SIDE OF CASE INLET.  IT IS 5 FEET BACK
 SY3410'OF EXTREME HIGH-WATER LINE ON THE HIGHEST PART OF THE BAR FORMING
 SY3410'THE LAGOON AND ABOUT 40 FEET FROM THE EDGE OF THE LAGOON.  IT IS
 SY3410'ABOUT 100 METERS FROM THE TREE LINE TO THE S AND 75 METERS FROM
 SY3410'TREE LINE TO THE W.
 SY3410'
 SY3410'SURFACE MARK IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD
 SY3410'DISK SET IN A 10- BY 10- BY 24-INCH BLOCK OF CONCRETE PROJECTING
 SY3410'3 INCHES.
 SY3410'
 SY3410'SUBSURFACE MARK IS MARKED, AS DESCRIBED IN NOTE 7A, BY A STANDARD
 SY3410'DISK SET IN A MASS OF CONCRETE 30 INCHES DEEP.
 SY3410'
 SY3410'REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 11A, BY A STANDARD
 SY3410'DISK SET IN A 10- BY 10- BY 20-INCH BLOCK OF CONCRETE 25 FEET BACK
 SY3410'OF EXTREME HIGH-WATER LINE AND IS TO THE N.
 SY3410
 SY3410                          STATION RECOVERY (1954)
 SY3410
 SY3410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EBL)
 SY3410'STATION MARK FOUND WASHED OUT IN 1954.
 SY3410
 SY3410                          STATION RECOVERY (1964)
 SY3410
 SY3410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY3410'THIS STATION WAS NOT FOUND.  THE STATION MARK WAS REPORTED FOUND
 SY3410'WASHED OUT IN 1954.  THE REFERENCE MARK MAY BE IN PLACE, SINCE IT
 SY3410'WAS 25 FEET BACK FROM THE HIGH WATER LINE IN 1934, BUT IT WAS NOT
 SY3410'FOUND.  THERE ARE NO DEFINITE MEASUREMENTS TO IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2143 ***********************************************************************
 TR2143  DESIGNATION -  DOUGHTY 4
 TR2143  PID         -  TR2143
 TR2143  STATE/COUNTY-  WA/SAN JUAN
 TR2143  USGS QUAD   -  EASTSOUND (1994)
 TR2143
 TR2143                         *CURRENT SURVEY CONTROL
 TR2143  ___________________________________________________________________
 TR2143* NAD 83(1991)-  48 42 42.76940(N)    122 56 58.90415(W)     ADJUSTED  
 TR2143* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2143  ___________________________________________________________________
 TR2143  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 TR2143  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 TR2143
 TR2143  HORZ ORDER  -  SECOND
 TR2143
 TR2143.The horizontal coordinates were established by classical geodetic methods
 TR2143.and adjusted by the National Geodetic Survey in December 1991..
 TR2143
 TR2143.The orthometric height was scaled from a topographic map.
 TR2143
 TR2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2143
 TR2143.The geoid height was determined by GEOID03.
 TR2143
 TR2143;                    North         East     Units Scale Factor Converg.
 TR2143;SPC WA N     -   192,479.197   344,270.975   MT  0.99999604   -1 34 32.4
 TR2143;SPC WA N     -   631,492.17  1,129,495.69   sFT  0.99999604   -1 34 32.4
 TR2143;UTM  10      - 5,395,428.916   503,700.567   MT  0.99960017   +0 02 16.1
 TR2143
 TR2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2143!SPC WA N     -   1.00000289  x   0.99999604  =   0.99999893
 TR2143!UTM  10      -   1.00000289  x   0.99960017  =   0.99960306
 TR2143
 TR2143:                Primary Azimuth Mark                     Grid Az
 TR2143:SPC WA N     -  FREEMAN 1894                             187 54 40.5
 TR2143:UTM  10      -  FREEMAN 1894                             186 17 52.0
 TR2143
 TR2143|---------------------------------------------------------------------|
 TR2143| PID    Reference Object                     Distance      Geod. Az  |
 TR2143|                                                           dddmmss.s |
 TR2143| TR2145 FREEMAN 1894                        APPROX. 1.4 KM 1862008.1 |
 TR2143| CF8637 DOUGHTY 4 RM 1                        2.645 METERS 30614     |
 TR2143|---------------------------------------------------------------------|
 TR2143
 TR2143                          SUPERSEDED SURVEY CONTROL
 TR2143
 TR2143  NAD 83(1986)-  48 42 42.76990(N)    122 56 58.90391(W) AD(       ) 2
 TR2143  NAD 27      -  48 42 43.39200(N)    122 56 54.24600(W) AD(       ) 2
 TR2143
 TR2143.Superseded values are not recommended for survey control.
 TR2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2143.See file dsdata.txt to determine how the superseded data were derived.
 TR2143
 TR2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0370195429(NAD 83)
 TR2143_MARKER: Z = SEE DESCRIPTION
 TR2143_SETTING: 0 = UNSPECIFIED SETTING
 TR2143
 TR2143  HISTORY     - Date     Condition        Report By
 TR2143  HISTORY     - 1940     MONUMENTED       CGS
 TR2143  HISTORY     - 1957     SEE DESCRIPTION  CGS
 TR2143
 TR2143                          STATION DESCRIPTION
 TR2143
 TR2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2143'OLD STATION DOUGHTY COULD NOT BE FOUND.  ON DOUGHTY POINT, NW
 TR2143'SIDE OF ORCAS ISLAND, SAN JUAN ISLANDS.  STATION IS ON TOP OF THE
 TR2143'FIRST GRASSY ROUND-TOPPED KNOB WHICH SLOPES TO A LOWER LEVEL
 TR2143'BOTH INSHORE AND OFFSHORE, FROM THE END OF THE POINT.  FROM THE
 TR2143'STATION THE END OF THE POINT IS IN RANGE WITH SKIPJACK ISLAND.
 TR2143'THE TANGENT OF DOUGHTY POINT AT A POINT ABOUT 100 METERS EASTWARD,
 TR2143'IS IN RANGE WITH MOUNT BAKER AND WITH 2 DISTANT POINTS ON
 TR2143'ORCAS ISLAND.  THE HIGHEST PART OF THE POINT IS A KNOB 15 FEET
 TR2143'HIGHER THAN THE STATION AND ABOUT 40 METERS INSHORE.  STATION
 TR2143'IS ABOUT 70 FEET ABOVE HIGH WATER AND IS 3 METERS BACK FROM
 TR2143'SHEER CLIFF AWAY FROM THE SUCIA ISLANDS.
 TR2143'
 TR2143'STATION AND REFERENCE MARKS ARE BRONZE DISKS WEDGED IN DRILL
 TR2143'HOLES IN OUTCROPPING BEDROCK.
 TR2143
 TR2143                          STATION RECOVERY (1957)
 TR2143
 TR2143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WCR)
 TR2143'STATION AND REFERENCE MARK WERE NOT FOUND AFTER AN HOUR SEARCH.
 TR2143'
 TR2143'THE POINT IS FREQUENTLY VISITED BY SUMMER RESIDENTS OF THE
 TR2143'ISLAND.  DIGGINGS IN THE DESCRIBED POSITIONS INDICATE THE MARKS
 TR2143'WERE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1133 ***********************************************************************
 TR1133  DESIGNATION -  DOUGLAS
 TR1133  PID         -  TR1133
 TR1133  STATE/COUNTY-  WA/SNOHOMISH
 TR1133  USGS QUAD   -  UTSALADY (1968)
 TR1133
 TR1133                         *CURRENT SURVEY CONTROL
 TR1133  ___________________________________________________________________
 TR1133* NAD 83(1991)-  48 15 17.65766(N)    122 23 02.88882(W)     ADJUSTED  
 TR1133* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1133  ___________________________________________________________________
 TR1133  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 TR1133  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 TR1133
 TR1133  HORZ ORDER  -  THIRD
 TR1133
 TR1133.The horizontal coordinates were established by classical geodetic methods
 TR1133.and adjusted by the National Geodetic Survey in December 1991..
 TR1133
 TR1133.The orthometric height was scaled from a topographic map.
 TR1133
 TR1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1133
 TR1133.The geoid height was determined by GEOID03.
 TR1133
 TR1133;                    North         East     Units Scale Factor Converg.
 TR1133;SPC WA N     -   140,684.162   384,856.188   MT  0.99994511   -1 09 16.6
 TR1133;SPC WA N     -   461,561.29  1,262,649.01   sFT  0.99994511   -1 09 16.6
 TR1133;UTM  10      - 5,344,815.790   545,713.833   MT  0.99962568   +0 27 34.2
 TR1133
 TR1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1133!SPC WA N     -   1.00000323  x   0.99994511  =   0.99994834
 TR1133!UTM  10      -   1.00000323  x   0.99962568  =   0.99962891
 TR1133
 TR1133|---------------------------------------------------------------------|
 TR1133| PID    Reference Object                     Distance      Geod. Az  |
 TR1133|                                                           dddmmss.s |
 TR1133| CF8640 DOUGLAS RM                                         10119     |
 TR1133| TR1069 STANWOOD SAWMILL WATER TANK         APPROX. 2.1 KM 1435038.5 |
 TR1133| TR1071 TANK 1924                           APPROX. 1.8 KM 1490856.7 |
 TR1133| TR1134 SKAGIT RIVER JETTY OUTER LIGHT      APPROX. 2.7 KM 3302552.6 |
 TR1133|---------------------------------------------------------------------|
 TR1133
 TR1133                          SUPERSEDED SURVEY CONTROL
 TR1133
 TR1133  NAD 83(1986)-  48 15 17.66153(N)    122 23 02.89141(W) AD(       ) 3
 TR1133  NAD 27      -  48 15 18.29900(N)    122 22 58.33100(W) AD(       ) 3
 TR1133
 TR1133.Superseded values are not recommended for survey control.
 TR1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1133.See file dsdata.txt to determine how the superseded data were derived.
 TR1133
 TR1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4571444816(NAD 83)
 TR1133_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1133
 TR1133  HISTORY     - Date     Condition        Report By
 TR1133  HISTORY     - 1924     MONUMENTED       CGS
 TR1133  HISTORY     - 1934     SEE DESCRIPTION  WAGS
 TR1133  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1133  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR1133
 TR1133                          STATION DESCRIPTION
 TR1133
 TR1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 TR1133'STATION IS ON THE E SHORE OF SKAGIT BAY, ABOUT 1 MILE N OF THE
 TR1133'CITY OF STANWOOD, ABOUT 3/4 MILE FROM THE MOUTH OF WHAT IS KNOWN
 TR1133'AS DOUGLAS SLOUGH, AND ABOUT 15 YARDS N OF THE SLOUGH.  IT IS AT
 TR1133'THE SOUTHWESTERN CORNER OF A DIKE SURROUNDING A CULTIVATED FIELD
 TR1133'AT THIS POINT.  THE DIKE AND FIELD ARE THE FIRST ONES ON THE N
 TR1133'SIDE OF DOUGLAS SLOUGH.
 TR1133'
 TR1133'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1133'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 TR1133
 TR1133                          STATION RECOVERY (1934)
 TR1133
 TR1133'RECOVERY NOTE BY WASHINGTON GEODETIC SURVEY 1934
 TR1133'EXISTING DESCRIPTION CORRECT AND SUFFICIENT.  TRIANGULATION STATION
 TR1133'AND REFERENCE MONUMENTS IN GOOD CONDITION.
 TR1133
 TR1133                          STATION RECOVERY (1960)
 TR1133
 TR1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1133'STATION WAS NOT RECOVERED.  THE AREA WAS SEARCHED BUT NO TRACE OF
 TR1133'STATION OR REFERENCE MARK WAS FOUND.  TWO FARMERS STATED THAT THE
 TR1133'DIKE HAD RECENTLY BEEN REBUILT AND IT IS PROBABLE THAT THE
 TR1133'STATION WAS DESTROYED.
 TR1133
 TR1133                          STATION RECOVERY (2001)
 TR1133
 TR1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR1133'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2311 ***********************************************************************
 TR2311  DESIGNATION -  DOUGLAS
 TR2311  PID         -  TR2311
 TR2311  STATE/COUNTY-  WA/SAN JUAN
 TR2311  USGS QUAD   -  STUART ISLAND (1994)
 TR2311
 TR2311                         *CURRENT SURVEY CONTROL
 TR2311  ___________________________________________________________________
 TR2311* NAD 83(1991)-  48 44 02.60632(N)    123 11 15.85778(W)     ADJUSTED  
 TR2311* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2311  ___________________________________________________________________
 TR2311  LAPLACE CORR-         -11.12  (seconds)                    DEFLEC99
 TR2311  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 TR2311
 TR2311  HORZ ORDER  -  THIRD
 TR2311
 TR2311.The horizontal coordinates were established by classical geodetic methods
 TR2311.and adjusted by the National Geodetic Survey in December 1991..
 TR2311
 TR2311.The orthometric height was scaled from a topographic map.
 TR2311
 TR2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2311
 TR2311.The geoid height was determined by GEOID03.
 TR2311
 TR2311;                    North         East     Units Scale Factor Converg.
 TR2311;SPC WA N     -   195,452.993   326,835.625   MT  1.00000014   -1 45 10.4
 TR2311;SPC WA N     -   641,248.69  1,072,293.21   sFT  1.00000014   -1 45 10.4
 TR2311;UTM  10      - 5,397,909.879   486,195.393   MT  0.99960234   -0 08 28.0
 TR2311
 TR2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2311!SPC WA N     -   1.00000298  x   1.00000014  =   1.00000312
 TR2311!UTM  10      -   1.00000298  x   0.99960234  =   0.99960531
 TR2311
 TR2311:                Primary Azimuth Mark                     Grid Az
 TR2311:SPC WA N     -  TIPTOP 1894                              196 12 41.0
 TR2311:UTM  10      -  TIPTOP 1894                              194 35 58.6
 TR2311
 TR2311|---------------------------------------------------------------------|
 TR2311| PID    Reference Object                     Distance      Geod. Az  |
 TR2311|                                                           dddmmss.s |
 TR2311| TR2292 TIPTOP 1894                         APPROX. 7.0 KM 1942730.6 |
 TR2311|---------------------------------------------------------------------|
 TR2311
 TR2311                          SUPERSEDED SURVEY CONTROL
 TR2311
 TR2311  NAD 83(1986)-  48 44 02.60652(N)    123 11 15.85802(W) AD(       ) 3
 TR2311  NAD 27      -  48 44 03.24300(N)    123 11 11.15200(W) AD(       ) 3
 TR2311
 TR2311.Superseded values are not recommended for survey control.
 TR2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2311.See file dsdata.txt to determine how the superseded data were derived.
 TR2311
 TR2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8619597910(NAD 83)
 TR2311
 TR2311  HISTORY     - Date     Condition        Report By
 TR2311  HISTORY     - 1894     MONUMENTED       CGS
 TR2311
 TR2311                          STATION DESCRIPTION
 TR2311
 TR2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2311'ON PENDER ISLAND, B.C.  THERE ARE THE REFERENCE MARKS OF THE STATION
 TR2311'OF 1854, BUT NO STATION MARK.  STATION WAS IN A DEPRESSION IN THE
 TR2311'CONGLOMERATE ROCK.  A 2-INCH HOLE WAS DRIVEN INTO THE CENTER OF
 TR2311'DEPRESSION WITHIN AN INCH OF THE OLD STATION CENTER.  STATION IS
 TR2311'ON THE RIDGE OF BARE ROCK.  IN BACK OF SIGNAL IT IS LOWER AND
 TR2311'GRASSY.  IN THE DIRECTION OF MOUNT BAKER THE RIDGE EXTENDS ABOUT
 TR2311'30 METERS TO HIGH-WATER LINE AND DOUBLE THAT DISTANCE AT LOW
 TR2311'TIDE.  IT IS 6 METERS BACK FROM THE WATER AND 15 FEET ABOVE
 TR2311'TIDES.  FROM A LARGE CONSPICUOUS FIR, ABOUT 100 METERS N OF
 TR2311'STATION, THE SIGNAL IS NEARLY IN LINE WITH SIGNAL DANDY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1356 ***********************************************************************
 TP1356  DESIGNATION -  DOUGLAS
 TP1356  PID         -  TP1356
 TP1356  STATE/COUNTY-  WA/OKANOGAN
 TP1356  USGS QUAD   -  LOOMIS (1982)
 TP1356
 TP1356                         *CURRENT SURVEY CONTROL
 TP1356  ___________________________________________________________________
 TP1356* NAD 83(1991)-  48 45 39.67697(N)    119 42 40.42979(W)     ADJUSTED  
 TP1356* NAVD 88     -      1636.8    (meters)    5370.     (feet)  VERTCON   
 TP1356  ___________________________________________________________________
 TP1356  LAPLACE CORR-         -19.52  (seconds)                    DEFLEC99
 TP1356  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 TP1356
 TP1356  HORZ ORDER  -  THIRD
 TP1356
 TP1356.The horizontal coordinates were established by classical geodetic methods
 TP1356.and adjusted by the National Geodetic Survey in December 1991..
 TP1356
 TP1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1356
 TP1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1356
 TP1356.The geoid height was determined by GEOID03.
 TP1356
 TP1356;                    North         East     Units Scale Factor Converg.
 TP1356;SPC WA N     -   196,403.888   582,495.890   MT  1.00000532   +0 50 07.5
 TP1356;SPC WA N     -   644,368.42  1,911,071.93   sFT  1.00000532   +0 50 07.5
 TP1356;UTM  11      - 5,404,436.299   300,756.415   MT  1.00008773   -2 02 21.9
 TP1356
 TP1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1356!SPC WA N     -   0.99974628  x   1.00000532  =   0.99975160
 TP1356!UTM  11      -   0.99974628  x   1.00008773  =   0.99983399
 TP1356
 TP1356|---------------------------------------------------------------------|
 TP1356| PID    Reference Object                     Distance      Geod. Az  |
 TP1356|                                                           dddmmss.s |
 TP1356| CS4695 DOUGLAS RM 1                         12.594 METERS 08018     |
 TP1356| CS4696 DOUGLAS RM 2                         15.666 METERS 18235     |
 TP1356| TP1353 CECIL                               APPROX. 9.1 KM 2695946.1 |
 TP1356|---------------------------------------------------------------------|
 TP1356
 TP1356                          SUPERSEDED SURVEY CONTROL
 TP1356
 TP1356  NAD 83(1986)-  48 45 39.67860(N)    119 42 40.42953(W) AD(       ) 3
 TP1356  NGVD 29 (10/02/90) 1635.4    (m)         5365.     (f) VERT ANG       
 TP1356
 TP1356.Superseded values are not recommended for survey control.
 TP1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1356.See file dsdata.txt to determine how the superseded data were derived.
 TP1356
 TP1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ0075604436(NAD 83)
 TP1356_MARKER: DS = TRIANGULATION STATION DISK
 TP1356_SETTING: 66 = SET IN ROCK OUTCROP
 TP1356_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TP1356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1356+STABILITY: POSITION/ELEVATION WELL
 TP1356
 TP1356  HISTORY     - Date     Condition        Report By
 TP1356  HISTORY     - 1956     MONUMENTED       USGS
 TP1356
 TP1356                          STATION DESCRIPTION
 TP1356
 TP1356'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1356'LOCATED ABOUT 13.0 MI NW. OF TONASKET, 5.0 MI SW. OF LOOMIS.  ON
 TP1356'HIGH TIMBERED TOP KNOWN LOCALLY AS DOUGLAS MTN.
 TP1356'
 TP1356'TO REACH FROM POST OFFICE IN LOOMIS, DRIVE W. ABOUT 250 FT TO RD.
 TP1356'FORKS AND SIGN CECIL CR.  TAKE LEFT FORK 2.3 MI TO RD. FORKS AND
 TP1356'SIGN DOUGLAS MTN, CECIL CR.  TAKE RIGHT FORK 2.1 MI TO RD. FORKS
 TP1356'AND SIGN DOUGLAS MTN RD..  TAKE LEFT FORK 0.4 MI TO WIRE GATE,
 TP1356'PASS THROUGH GATE 0.7 MI TO SMALL LAKE LEFT AND SIGN RENN LAKE,
 TP1356'CONTINUE STRAIGHT AHEAD 2.0 MI TO RD. FORKS AND SIGN
 TP1356'DEAD END RD.  TAKE RIGHT FORK 0.1 MI TO RD. FORKS.  TAKE RIGHT
 TP1356'FORK 0.7 MI TO LOGGED CLEARING.  PACK STRAIGHT AHEAD TO TOP AND
 TP1356'STATION ON HIGHEST POINT.  ABOUT A 1-3/4 HOUR PACK.
 TP1356'
 TP1356'STATION MARK--STANDARD TABLET STAMPED---DOUGLAS 1956---, CEMENTED
 TP1356'IN DRILL HOLE IN ROCK OUTCROP.
 TP1356'
 TP1356'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN DRILL HOLE
 TP1356'IN ROCK OUTCROP.
 TP1356'
 TP1356'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN DRILL HOLE
 TP1356'IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3361 ***********************************************************************
 SY3361  DESIGNATION -  DOVE
 SY3361  PID         -  SY3361
 SY3361  STATE/COUNTY-  WA/THURSTON
 SY3361  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3361
 SY3361                         *CURRENT SURVEY CONTROL
 SY3361  ___________________________________________________________________
 SY3361* NAD 83(1991)-  47 08 47.08867(N)    122 53 46.29035(W)     ADJUSTED  
 SY3361* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SY3361  ___________________________________________________________________
 SY3361  LAPLACE CORR-          -8.15  (seconds)                    DEFLEC99
 SY3361  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 SY3361
 SY3361  HORZ ORDER  -  THIRD
 SY3361
 SY3361.The horizontal coordinates were established by classical geodetic methods
 SY3361.and adjusted by the National Geodetic Survey in December 1991..
 SY3361
 SY3361.The orthometric height was scaled from a topographic map.
 SY3361
 SY3361.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3361
 SY3361.The geoid height was determined by GEOID03.
 SY3361
 SY3361;                    North         East     Units Scale Factor Converg.
 SY3361;SPC WA S     -   204,289.810   318,288.442   MT  0.99996260   -1 44 26.1
 SY3361;SPC WA S     -   670,240.82  1,044,251.33   sFT  0.99996260   -1 44 26.1
 SY3361;UTM  10      - 5,221,439.949   507,870.495   MT  0.99960076   +0 04 34.0
 SY3361
 SY3361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3361!SPC WA S     -   1.00000187  x   0.99996260  =   0.99996447
 SY3361!UTM  10      -   1.00000187  x   0.99960076  =   0.99960262
 SY3361
 SY3361:                Primary Azimuth Mark                     Grid Az
 SY3361:SPC WA S     -  ANA                                      060 24 43.1
 SY3361:UTM  10      -  ANA                                      058 35 43.0
 SY3361
 SY3361|---------------------------------------------------------------------|
 SY3361| PID    Reference Object                     Distance      Geod. Az  |
 SY3361|                                                           dddmmss.s |
 SY3361| SY3356 ANA                                 APPROX. 1.7 KM 0584017.0 |
 SY3361| CE3973 DOVE RM 1                             5.225 METERS 16713     |
 SY3361| CE3974 DOVE RM 2                            18.035 METERS 25223     |
 SY3361|---------------------------------------------------------------------|
 SY3361
 SY3361                          SUPERSEDED SURVEY CONTROL
 SY3361
 SY3361  NAD 83(1986)-  47 08 47.08574(N)    122 53 46.29933(W) AD(       ) 3
 SY3361  NAD 27      -  47 08 47.74200(N)    122 53 41.80400(W) AD(       ) 3
 SY3361
 SY3361.Superseded values are not recommended for survey control.
 SY3361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3361.See file dsdata.txt to determine how the superseded data were derived.
 SY3361
 SY3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0787021440(NAD 83)
 SY3361_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3361
 SY3361  HISTORY     - Date     Condition        Report By
 SY3361  HISTORY     - 1924     MONUMENTED       CGS
 SY3361  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3361
 SY3361                          STATION DESCRIPTION
 SY3361
 SY3361'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3361'IS ON THE MAINLAND AT DOVER POINT, AT THE ENTRANCE TO DANA
 SY3361'PASSAGE.  THERE IS A 25-FOOT BLUFF AT THIS POINT AND THE STATION
 SY3361'IS ABOUT 30 FEET FROM THE FOOT OF THE BLUFF.  THE STATION IS
 SY3361'COVERED BY ABOUT 4 INCHES OF WATER AT HIGH TIDE.
 SY3361'
 SY3361'STATION MARK AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS SET
 SY3361'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY3361'
 SY3361'REFERENCE MARK NO.1 IS AT THE FOOT OF THE BLUFF.
 SY3361'
 SY3361'REFERENCE NO.2 IS A 3/4-INCH HOLE 1-1/2 INCHES DEEP IN A LARGE
 SY3361'BOULDER PROJECTING ABOUT 2 FEET OUT THE BEACH AND ABOUT 6 FEET LONG.
 SY3361'
 SY3361'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3361
 SY3361                          STATION RECOVERY (1936)
 SY3361
 SY3361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3361'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1710 ***********************************************************************
 SY1710  DESIGNATION -  DOW MTN LOOKOUT HOUSE 1954
 SY1710  PID         -  SY1710
 SY1710  STATE/COUNTY-  WA/MASON
 SY1710  USGS QUAD   -  HOODSPORT (1985)
 SY1710
 SY1710                         *CURRENT SURVEY CONTROL
 SY1710  ___________________________________________________________________
 SY1710* NAD 83(1991)-  47 26 43.81903(N)    123 11 04.54637(W)     ADJUSTED  
 SY1710* NAVD 88     -       768.     (meters)    2520.     (feet)  SCALED    
 SY1710  ___________________________________________________________________
 SY1710  LAPLACE CORR-         -10.90  (seconds)                    DEFLEC99
 SY1710  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 SY1710
 SY1710  HORZ ORDER  -  SECOND
 SY1710
 SY1710.The horizontal coordinates were established by classical geodetic methods
 SY1710.and adjusted by the National Geodetic Survey in December 1991..
 SY1710
 SY1710.The orthometric height was scaled from a topographic map.
 SY1710
 SY1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1710
 SY1710.The geoid height was determined by GEOID03.
 SY1710
 SY1710;                    North         East     Units Scale Factor Converg.
 SY1710;SPC WA S     -   238,226.701   297,557.236   MT  1.00002761   -1 57 00.3
 SY1710;SPC WA S     -   781,582.10    976,235.70   sFT  1.00002761   -1 57 00.3
 SY1710;SPC WA N     -    52,241.283   322,689.942   MT  1.00001061   -1 45 02.0
 SY1710;SPC WA N     -   171,394.94  1,058,691.92   sFT  1.00001061   -1 45 02.0
 SY1710;UTM  10      - 5,254,689.946   486,083.048   MT  0.99960238   -0 08 09.5
 SY1710
 SY1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1710!SPC WA S     -   0.99988292  x   1.00002761  =   0.99991053
 SY1710!SPC WA N     -   0.99988292  x   1.00001061  =   0.99989353
 SY1710!UTM  10      -   0.99988292  x   0.99960238  =   0.99948535
 SY1710
 SY1710                          SUPERSEDED SURVEY CONTROL
 SY1710
 SY1710  NAD 83(1986)-  47 26 43.81595(N)    123 11 04.55463(W) AD(       ) 2
 SY1710  NAD 27      -  47 26 44.48600(N)    123 10 59.99100(W) AD(       ) 2
 SY1710
 SY1710.Superseded values are not recommended for survey control.
 SY1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1710.See file dsdata.txt to determine how the superseded data were derived.
 SY1710
 SY1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT8608354690(NAD 83)
 SY1710
 SY1710  HISTORY     - Date     Condition        Report By
 SY1710  HISTORY     - 1954     MONUMENTED       CGS
 SY1710  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1710
 SY1710                          STATION DESCRIPTION
 SY1710
 SY1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY1710'THE STATION IS THE STATE FOREST SERVICE LOOKOUT HOUSE ON DOW
 SY1710'MOUNTAIN.  ABOUT 3-1/2 MILES, AIRLINE, NORTHWEST OF HOODSPORT,
 SY1710'AND ABOUT 3-1/2 MILES SOUTHWEST OF LILLIWAUP.
 SY1710'
 SY1710'THE LOOKOUT HOUSE IS A 12 FEET BY 24 FEET WOODEN STRUCTURE WHICH
 SY1710'HAS A SECOND STORY ON THE WEST PART OF THE BUILDING.
 SY1710'
 SY1710'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DOW TO
 SY1710'THE APEX OF THE ROOF OF LOOKOUT HOUSE.  THE DISTANCE BEING 14.33
 SY1710'METERS (47.02 FEET) FROM STATION TO LOOKOUT.
 SY1710
 SY1710                          STATION RECOVERY (1967)
 SY1710
 SY1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1710'THE STATION IS LOST.  A NEW LOOKOUT TOWER HAS BEEN CONSTRUCTED IN
 SY1710'A SLIGHTLY DIFFERENT LOCATION.  THE OLD LOOKOUT HOUSE WAS TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1711 ***********************************************************************
 SY1711  DESIGNATION -  DOW RESET
 SY1711  PID         -  SY1711
 SY1711  STATE/COUNTY-  WA/MASON
 SY1711  USGS QUAD   -  HOODSPORT (1985)
 SY1711
 SY1711                         *CURRENT SURVEY CONTROL
 SY1711  ___________________________________________________________________
 SY1711* NAD 83(1991)-  47 26 43.88691(N)    123 11 03.86968(W)     ADJUSTED  
 SY1711* NAVD 88     -       768.2    (meters)    2520.     (feet)  VERTCON   
 SY1711  ___________________________________________________________________
 SY1711  LAPLACE CORR-         -10.93  (seconds)                    DEFLEC99
 SY1711  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 SY1711
 SY1711  HORZ ORDER  -  SECOND
 SY1711
 SY1711.The horizontal coordinates were established by classical geodetic methods
 SY1711.and adjusted by the National Geodetic Survey in December 1991..
 SY1711
 SY1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1711
 SY1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1711
 SY1711.The geoid height was determined by GEOID03.
 SY1711
 SY1711;                    North         East     Units Scale Factor Converg.
 SY1711;SPC WA S     -   238,228.314   297,571.477   MT  1.00002761   -1 56 59.8
 SY1711;SPC WA S     -   781,587.39    976,282.42   sFT  1.00002761   -1 56 59.8
 SY1711;SPC WA N     -    52,242.945   322,704.177   MT  1.00001061   -1 45 01.5
 SY1711;SPC WA N     -   171,400.40  1,058,738.62   sFT  1.00001061   -1 45 01.5
 SY1711;UTM  10      - 5,254,692.007   486,097.225   MT  0.99960238   -0 08 09.0
 SY1711
 SY1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1711!SPC WA S     -   0.99988290  x   1.00002761  =   0.99991051
 SY1711!SPC WA N     -   0.99988290  x   1.00001061  =   0.99989351
 SY1711!UTM  10      -   0.99988290  x   0.99960238  =   0.99948533
 SY1711
 SY1711:                Primary Azimuth Mark                     Grid Az
 SY1711:SPC WA S     -  THE BROTHERS                             009 58 31.6
 SY1711:SPC WA N     -  THE BROTHERS                             009 46 33.3
 SY1711:UTM  10      -  THE BROTHERS                             008 09 40.8
 SY1711
 SY1711|---------------------------------------------------------------------|
 SY1711| PID    Reference Object                     Distance      Geod. Az  |
 SY1711|                                                           dddmmss.s |
 SY1711| SY1631 THE BROTHERS                        APPROX.23.4 KM 0080131.8 |
 SY1711| SY5507 GREEN MTN LOOKOUT TOWER             APPROX.31.2 KM 0650711.0 |
 SY1711| DD9620 DOW RM 1                              6.694 METERS 07208     |
 SY1711| DD9619 DOW AZ MK                                          1780638.8 |
 SY1711| SY1811 SHELTON PRISON TANK                 APPROX.23.1 KM 1823951.2 |
 SY1711| SY1713 DOW 1954 ECC 1973                     6.855 METERS 21755     |
 SY1711| DD9621 DOW RM 2                             13.453 METERS 22915     |
 SY1711| DD9622 DOW RM 3                             18.720 METERS 25906     |
 SY1711| SY1710 DOW MTN LOOKOUT HOUSE 1954           14.331 METERS 26135     |
 SY1711| DD9623 DOW RM 4                             12.301 METERS 33349     |
 SY1711|---------------------------------------------------------------------|
 SY1711
 SY1711                          SUPERSEDED SURVEY CONTROL
 SY1711
 SY1711  NAD 83(1986)-  47 26 43.88382(N)    123 11 03.87795(W) AD(       ) 2
 SY1711  NAD 27      -  47 26 44.55400(N)    123 10 59.31400(W) AD(       ) 2
 SY1711  NGVD 29 (07/19/86)  767.1    (m)         2517.     (f) VERT ANG       
 SY1711
 SY1711.Superseded values are not recommended for survey control.
 SY1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1711.See file dsdata.txt to determine how the superseded data were derived.
 SY1711
 SY1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT8609754692(NAD 83)
 SY1711_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1711
 SY1711  HISTORY     - Date     Condition        Report By
 SY1711  HISTORY     - 1954     MONUMENTED       CGS
 SY1711  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY1711  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY1711  HISTORY     - 1966     SEE DESCRIPTION  BPA
 SY1711  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1711  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY1711
 SY1711                          STATION DESCRIPTION
 SY1711
 SY1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY1711'THE STATION IS ON DOW MOUNTAIN, OCCUPIED BY A STATE FOREST SERVICE
 SY1711'LOOKOUT.  ABOUT 3-1/2 MILES, AIRLINE, NORTHWEST OF HOODSPORT, AND
 SY1711'3-1/2 MILES SOUTH OF LILLIWAUP.
 SY1711'
 SY1711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND
 SY1711'LAKE CUSHMAN ROAD IN HOODSPORT, GO WEST ON THE LAKE CUSHMAN ROAD
 SY1711'FOR 2.15 MILES TO A POWER LINE CROSSING OVER ROAD AND A DIM SIDE
 SY1711'ROAD LEFT.* TURN LEFT, AND CONTINUE ALONG THE POWER LINE FOR 0.2
 SY1711'MILE TO THE AZIMUTH MARK.  *CONTINUE WEST ON LAKE CUSHMAN ROAD
 SY1711'FOR 1.55 MILES TO A SIDE ROAD RIGHT AND SIGN, DOW MT. ROAD.  TURN
 SY1711'RIGHT, GO 0.2 MILE TO A LOCKED GATE.  PASS THROUGH AND
 SY1711'CONTINUE FOR 3.2 MILES UP STEEP ROAD TO THE LOOKOUT AND STATION.
 SY1711'
 SY1711'STATION MARKS ARE STANDARD DISKS SET IN CONCRETE, AND STAMPED DOW
 SY1711'1954.  THE SURFACE STATION MARK IS A 12-INCH SQUARE CONCRETE
 SY1711'POST.  IT IS 21.6 FEET EAST OF THE NORTHEAST CORNER OF THE STATE
 SY1711'FOREST SERVICE LOOKOUT HOUSE, AND 5 FEET NORTH OF A STANDARD
 SY1711'WITNESS POST.  THE MARK PROJECTS 2 INCHES ABOVE GROUND.  THE
 SY1711'UNDERGROUND STATION MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 SY1711'36 INCHES BELOW GROUND.
 SY1711'
 SY1711'REFERENCE MARK 1, IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK,
 SY1711'STAMPED DOW 1 1944.  THE DISK IS CEMENTED IN A BURIED BOULDER
 SY1711'WHICH IS FLUSH WITH THE GROUND.  IT IS 43 FEET EAST OF THE
 SY1711'NORTHEAST CORNER OF LOOKOUT HOUSE, AND 13 FEET WEST OF A RAIN
 SY1711'GUAGE.  THE ARROW ON THE DISK IS POINTING TOWARD THE LOOKOUT
 SY1711'HOUSE.
 SY1711'
 SY1711'REFERENCE MARK 2, IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK,
 SY1711'STAMPED DOW 2 1944.  THE DISK IS CEMENTED IN A BURIED BOULDER
 SY1711'WHICH IS FLUSH WITH THE GROUND.  IT IS 24 FEET SOUTHEAST OF THE
 SY1711'SOUTHWEST CORNER OF LOOKOUT, AND 20 FEET SOUTHWEST OF THE
 SY1711'SOUTHEAST CORNER OF LOOKOUT.  THE ARROW ON THE DISK IS POINTING
 SY1711'TOWARD THE LOOKOUT HOUSE.
 SY1711'
 SY1711'AZIMUTH MARK, A STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE
 SY1711'POST, AND STAMPED DOW 1954, IS 192 FEET NORTH OF TWIN POWER LINE
 SY1711'POLES NUMBER SF 15-6 A AND B, 40 FEET WEST OF POWER LINE ROAD, AND
 SY1711'5 FEET NORTH-NORTHWEST OF A STANDARD WITNESS POST.  THE MARK
 SY1711'PROJECTS 6 INCHES.
 SY1711'
 SY1711'THE STATE FOREST SERVICE LOOKOUT HOUSE IS A 12 FEET BY 24 FEET
 SY1711'WOODEN STRUCTURE WHICH HAS A SECOND STORY ON THE WESTERN PART OF
 SY1711'THE BUILDING.  A TRAVERSE CONNECTION WAS MADE FROM THE STATION
 SY1711'TO THE APEX OF THE LOOKOUT HOUSE.  THE DISTANCE BEING 14.331
 SY1711'METERS (47.02 FEET) FROM STATION TO LOOKOUT.
 SY1711'
 SY1711'NOTE--A 4 FT. STAND WAS USED.
 SY1711
 SY1711                          STATION RECOVERY (1955)
 SY1711
 SY1711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY1711'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 SY1711'GOOD CONDITION.
 SY1711
 SY1711                          STATION RECOVERY (1956)
 SY1711
 SY1711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY1711'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 SY1711'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE MARKS WAS NOT TAKEN
 SY1711'DUE TO A RECENT OCCUPATION.
 SY1711
 SY1711                          STATION RECOVERY (1966)
 SY1711
 SY1711'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1966
 SY1711'THE STATION, AZIMUTH MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED
 SY1711'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.  A KEY FOR THE
 SY1711'LOCKED GATE MAY BE OBTAINED FROM THE DEPARTMENT OF NATURAL
 SY1711'RESOURCES NEAR THE AIRPORT IN SHELTON, WASHINGTON.
 SY1711
 SY1711                          STATION RECOVERY (1967)
 SY1711
 SY1711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1711'THE STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 SY1711'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED AND MAY BE
 SY1711'BURIED UNDER SOME LOGS.
 SY1711'
 SY1711'THE STATION IS NOW 4.5 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 SY1711'STATE FOREST SERVICE LOOKOUT TOWER.
 SY1711'
 SY1711'REFERENCE MARK 1 IS 21 FEET EAST OF THE SOUTH CORNER OF THE
 SY1711'LOOKOUT TOWER.  THE STATE FOREST SERVICE LOOKOUT HOUSE AS DESCRIBED
 SY1711'IN 1954 HAS BEEN REBUILT IN A SLIGHTLY DIFFERENT LOCATION.  THE TO
 SY1711'REACH DESCRIPTION IS ADEQUATE.
 SY1711
 SY1711                          STATION RECOVERY (1972)
 SY1711
 SY1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SY1711'THE LOOKOUT HOUSE HAS BEEN TORN DOWN AND THE TOP OF THE MOUNTAIN
 SY1711'LEVELLED FOR USE AS A LANDING SPOT FOR HELICOPTERS.  BOTH REFERENCE
 SY1711'MARKS AND THE SURFACE STATION MARK WERE DESTROYED.  THE UNDERGROUND
 SY1711'MARK WAS FOUND, A NEW SURFACE MARK AND TWO NEW REFERENCE MARKS
 SY1711'WERE ESTABLISHED.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 SY1711'CONDITION.
 SY1711'
 SY1711'THE STATION IS ABOUT 17 MILES NORTHWEST OF SHELTON, 3-1/2 MILES
 SY1711'NORTHWEST OF HOODSPORT, 3-1/2 MILES SOUTH OF LILLIWAUP AND ON THE
 SY1711'SUMMIT OF DOW MOUNTAIN.
 SY1711'
 SY1711'TO REACH FROM THE POST OFFICE IN HOODSPORT, GO WEST ON THE
 SY1711'BLACKTOP ROAD TOWARDS LAKE CUSHMAN AND THE OLYMPIC NATIONAL PARK,
 SY1711'FOR 2.15 MILES TO A HIGH TENSION POWERLINE WHICH CROSSES THE
 SY1711'ROAD-(TO REACH THE AZIMUTH MARK GO SOUTH ALONG THE WEST SIDE OF
 SY1711'THE CLEARING FOR THE POWER LINE FOR 0.2 MILE TO A ROAD FORK AND
 SY1711'THE MARK 20 YARDS SOUTHWEST OF THE INTERSECTION)-.  CONTINUE
 SY1711'WESTERLY ON THE BLACKTOP ROAD 0.8 MILE TO LAKE CUSHMAN GOLF
 SY1711'COURSE, CONTINUE ON BLACKTOP ROAD 0.7 MILE TO A CROSSROAD, TURN
 SY1711'RIGHT AND GO 0.2 MILE TO A ROAD RIGHT, CONTINUE STRAIGHT
 SY1711'AHEAD, UPHILL ON THE GRAVEL ROAD FOR 1.1 MILES TO A HORSESHOE
 SY1711'CURVE, TURN SHARP LEFT AND GO 0.35 MILE TO A FORK, KEEP RIGHT
 SY1711'AND GO 0.55 MILE TO A SUMMIT, CONTINUE DOWNHILL 0.2 MILE,
 SY1711'KEEP RIGHT FORK 1.0 MILE TO THE SUMMIT AND THE STATION 17 YARDS
 SY1711'EAST OF THE POINT WHERE THE ROAD ENTERS THE CLEARING.
 SY1711'
 SY1711'THE STATION MARK, STAMPED DOW 1954 1972, IS A STANDARD DISK SET
 SY1711'IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 20 FEET
 SY1711'NORTH OF THE SOUTH EDGE OF THE CLEARING AND 2 FEET NORTH OF A METAL
 SY1711'WITNESS POST.
 SY1711'
 SY1711'REFERENCE MARK NO. 3, STAMPED DOW 1954 1972, NO 3, IS A STANDARD
 SY1711'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS ON
 SY1711'THE WESTERN EDGE OF THE SUMMIT, 20 FEET SOUTH OF THE CENTER OF THE
 SY1711'ROAD AND 3 FEET SOUTHEAST OF A 4-FOOT STUMP.  NOTE--STATION WAS
 SY1711'VISITED AGAIN IN MAY 1973, AND THE DISK HAD BEEN PRIED OFF R.M.
 SY1711'3, LEAVING THE STEM IN THE CONCRETE.  MEASUREMENTS AND ANGLE
 SY1711'GIVEN HERE ARE TO THE CENTER OF THE STEM.
 SY1711'
 SY1711'REFERENCE MARK NO. 4 IS A U.S. GEOLOGICAL SURVEY EARTHQUAKE
 SY1711'RESEARCH DISK ON A 1-INCH PIPE, 12.7 FEET WEST-SOUTHWEST OF A 4-INCH
 SY1711'FIR TREE AND ABOUT 1 FOOT HIGHER THAN THE STATION.  MARK PROJECTS
 SY1711'1 INCH.
 SY1711'
 SY1711'THE AZIMUTH MARK, STAMPED DOW 1954, IS A STANDARD DISK SET IN A
 SY1711'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 44 FEET WEST
 SY1711'OF THE CENTER OF THE ROAD, 1 FOOT EAST OF A METAL WITNESS POST AND
 SY1711'1.5 FEET EAST OF THE CENTER OF THE EASTERN 1 OF 2 DOUBLE POLE
 SY1711'POWER LINES.  THERE IS A STEEL TOWER, HIGH-TENSION POWER LINE
 SY1711'WEST OF THE TWO DOUBLE-POLE POWER LINES.
 SY1711'
 SY1711'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1711'17 MILES NORTHWEST OF SHELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2209 ***********************************************************************
 TR2209  DESIGNATION -  DOWN 1894
 TR2209  PID         -  TR2209
 TR2209  STATE/COUNTY-  WA/SAN JUAN
 TR2209  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2209
 TR2209                         *CURRENT SURVEY CONTROL
 TR2209  ___________________________________________________________________
 TR2209* NAD 83(1991)-  48 34 55.10740(N)    123 03 36.07167(W)     ADJUSTED  
 TR2209* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2209  ___________________________________________________________________
 TR2209  LAPLACE CORR-         -10.12  (seconds)                    DEFLEC99
 TR2209  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 TR2209
 TR2209  HORZ ORDER  -  SECOND
 TR2209
 TR2209.The horizontal coordinates were established by classical geodetic methods
 TR2209.and adjusted by the National Geodetic Survey in December 1991..
 TR2209
 TR2209.The orthometric height was scaled from a topographic map.
 TR2209
 TR2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2209
 TR2209.The geoid height was determined by GEOID03.
 TR2209
 TR2209;                    North         East     Units Scale Factor Converg.
 TR2209;SPC WA N     -   178,268.592   335,737.234   MT  0.99997505   -1 39 28.1
 TR2209;SPC WA N     -   584,869.54  1,101,497.91   sFT  0.99997505   -1 39 28.1
 TR2209;UTM  10      - 5,380,989.277   495,573.372   MT  0.99960024   -0 02 42.0
 TR2209
 TR2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2209!SPC WA N     -   1.00000284  x   0.99997505  =   0.99997789
 TR2209!UTM  10      -   1.00000284  x   0.99960024  =   0.99960308
 TR2209
 TR2209:                Primary Azimuth Mark                     Grid Az
 TR2209:SPC WA N     -  SHIRT TAIL REEF LIGHT                    079 09 08.7
 TR2209:UTM  10      -  SHIRT TAIL REEF LIGHT                    077 32 22.6
 TR2209
 TR2209|---------------------------------------------------------------------|
 TR2209| PID    Reference Object                     Distance      Geod. Az  |
 TR2209|                                                           dddmmss.s |
 TR2209| TR2221 SHIRT TAIL REEF LIGHT               APPROX. 2.9 KM 0772940.6 |
 TR2209|---------------------------------------------------------------------|
 TR2209
 TR2209                          SUPERSEDED SURVEY CONTROL
 TR2209
 TR2209  NAD 83(1986)-  48 34 55.10868(N)    123 03 36.07221(W) AD(       ) 2
 TR2209  NAD 27      -  48 34 55.75300(N)    123 03 31.41300(W) AD(       ) 2
 TR2209
 TR2209.Superseded values are not recommended for survey control.
 TR2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2209.See file dsdata.txt to determine how the superseded data were derived.
 TR2209
 TR2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9557380989(NAD 83)
 TR2209_MARKER: H = DRILL HOLE
 TR2209_SETTING: 66 = SET IN ROCK OUTCROP
 TR2209_SP_SET: SET IN ROCK OUTCROP
 TR2209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR2209+STABILITY: POSITION/ELEVATION WELL
 TR2209
 TR2209  HISTORY     - Date     Condition        Report By
 TR2209  HISTORY     - 1894     MONUMENTED       CGS
 TR2209  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2209  HISTORY     - 1950     GOOD             CGS
 TR2209  HISTORY     - 1954     GOOD             CGS
 TR2209
 TR2209                          STATION DESCRIPTION
 TR2209
 TR2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2209'STATION IS ON SAN JUAN ISLAND, ABOUT 2 MILES NW FROM SIGNAL
 TR2209'BAMBOO, THE ONLY POINT FROM WHICH ONE CAN SEE BOTH WAYS.  STATION IS
 TR2209'ABOUT 4 PACES BACK FROM HIGH-WATER LINE AND 8 FEET ABOVE TIDES.
 TR2209'
 TR2209'STATION IS MARKED BY A SOMEWHAT CHECKED 1/2-INCH HOLE, 2 INCHES
 TR2209'DEEP, IN A SOLID BRITTLE ROCK, 1 FOOT OUTSIDE OF GRASS.  POINT RISES
 TR2209'4 FEET HIGHER THAN AT STATION, 7 PACES TO WESTWARD.
 TR2209
 TR2209                          STATION RECOVERY (1940)
 TR2209
 TR2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2209'STATION IS ON A FLAT POINT ABOUT 2 MILES NW OF POINT CAUTION, ON
 TR2209'THE N SIDE OF SAN JUAN ISLAND.  IT IS DIRECTLY ACROSS SAN JUAN
 TR2209'CHANNEL FROM YELLOW ISLAND.
 TR2209'
 TR2209'STATION IS MARKED WITH A STANDARD DISK, STAMPED DOWN, 1894-1940,
 TR2209'CEMENTED IN THE OLD DRILL HOLE, WHICH IS ABOUT 20 FEET BACK FROM
 TR2209'HIGH WATER AND 8 FEET HIGH.  THE POINT RISES ABOUT 4 FEET HIGHER TO
 TR2209'THE WESTWARD OF THE STATION.  NEW STATION DOWN 2 1940, WAS
 TR2209'ESTABLISHED 8.168 METERS TO THE NORTHWESTWARD ON THE ROCKY LEDGE JUST
 TR2209'ABOVE HIGH WATER.
 TR2209'
 TR2209'NO REFERENCE MARKS WERE ESTABLISHED.
 TR2209
 TR2209                          STATION RECOVERY (1950)
 TR2209
 TR2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2209'THE STATION WAS RECOVERED IN GOOD CONDITION AS REMARKED BY L.C.W. IN
 TR2209'1940.
 TR2209'
 TR2209'STATION IS ON THE NE SIDE OF SAN JUAN ISLAND, ABOUT 2-1/2 MILES NW
 TR2209'OF POINT CAUTION, AT THE ONLY POINT IN THE AREA THAT SEES BOTH WAYS
 TR2209'ALONG THE SHORELINE, ABOUT 8 FEET ABOVE AND 20 FEET BACK FROM THE
 TR2209'HIGH-WATER LINE, AND 8.168 METERS SSW OF STATION DOWN 2 1940.
 TR2209'STATION MARK IS A BRONZE STATION DISK STAMPED DOWN 1894 1940 SET
 TR2209'IN A DRILL HOLE, FLUSH WITH THE SURFACE OF THE ROCK.  THERE ARE NO
 TR2209'REFERENCE MARKS.
 TR2209
 TR2209                          STATION RECOVERY (1954)
 TR2209
 TR2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2209'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2206 ***********************************************************************
 TR2206  DESIGNATION -  DOWN 2
 TR2206  PID         -  TR2206
 TR2206  STATE/COUNTY-  WA/SAN JUAN
 TR2206  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2206
 TR2206                         *CURRENT SURVEY CONTROL
 TR2206  ___________________________________________________________________
 TR2206* NAD 83(1991)-  48 34 55.35929(N)    123 03 36.19296(W)     ADJUSTED  
 TR2206* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2206  ___________________________________________________________________
 TR2206  LAPLACE CORR-         -10.12  (seconds)                    DEFLEC99
 TR2206  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 TR2206
 TR2206  HORZ ORDER  -  SECOND
 TR2206
 TR2206.The horizontal coordinates were established by classical geodetic methods
 TR2206.and adjusted by the National Geodetic Survey in December 1991..
 TR2206
 TR2206.The orthometric height was scaled from a topographic map.
 TR2206
 TR2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2206
 TR2206.The geoid height was determined by GEOID03.
 TR2206
 TR2206;                    North         East     Units Scale Factor Converg.
 TR2206;SPC WA N     -   178,276.442   335,734.974   MT  0.99997506   -1 39 28.2
 TR2206;SPC WA N     -   584,895.29  1,101,490.49   sFT  0.99997506   -1 39 28.2
 TR2206;UTM  10      - 5,380,997.057   495,570.893   MT  0.99960024   -0 02 42.1
 TR2206
 TR2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2206!SPC WA N     -   1.00000284  x   0.99997506  =   0.99997790
 TR2206!UTM  10      -   1.00000284  x   0.99960024  =   0.99960308
 TR2206
 TR2206|---------------------------------------------------------------------|
 TR2206| PID    Reference Object                     Distance      Geod. Az  |
 TR2206|                                                           dddmmss.s |
 TR2206| TR2209 DOWN 1894                             8.168 METERS 16217     |
 TR2206| CF8641 DOWN 2 RM 1                           4.155 METERS 20731     |
 TR2206| TR2230 LIFE                                APPROX. 1.6 KM 3151043.7 |
 TR2206|---------------------------------------------------------------------|
 TR2206
 TR2206                          SUPERSEDED SURVEY CONTROL
 TR2206
 TR2206  NAD 83(1986)-  48 34 55.36049(N)    123 03 36.19346(W) AD(       ) 2
 TR2206  NAD 27      -  48 34 56.00400(N)    123 03 31.53400(W) AD(       ) 2
 TR2206
 TR2206.Superseded values are not recommended for survey control.
 TR2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2206.See file dsdata.txt to determine how the superseded data were derived.
 TR2206
 TR2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9557180997(NAD 83)
 TR2206_MARKER: DS = TRIANGULATION STATION DISK
 TR2206_SETTING: 66 = SET IN ROCK OUTCROP
 TR2206
 TR2206  HISTORY     - Date     Condition        Report By
 TR2206  HISTORY     - 1940     MONUMENTED       CGS
 TR2206  HISTORY     - 1950     GOOD             CGS
 TR2206  HISTORY     - 1954     GOOD             CGS
 TR2206
 TR2206                          STATION DESCRIPTION
 TR2206
 TR2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2206'STATION IS ON A FLAT POINT ABOUT 2 MILES NW OF POINT CAUTION, ON THE
 TR2206'N SIDE OF SAN JUAN ISLAND.  IT IS DIRECTLY ACROSS SAN JUAN CHANNEL
 TR2206'FROM YELLOW ISLAND.
 TR2206'
 TR2206'STATION IS MARKED WITH STANDARD DISK CEMENTED IN A DRILL HOLE IN
 TR2206'SOLID ROCK ABOUT 1 FOOT ABOVE HIGH WATER AND 3 FEET BACK FROM THE
 TR2206'HIGH-WATER LINE.  A VERTICAL BLUFF BACK OF STATION RISES ABOUT 7
 TR2206'FEET.
 TR2206'
 TR2206'THE REFERENCE MARK IS A STANDARD DISK SET IN BEDROCK ON TOP OF
 TR2206'THIS BLUFF.  STATION DOWN 1894-1940 IS ABOUT 20 FEET TO THE EASTWARD,
 TR2206'ALSO ON TOP OF THE BLUFF.
 TR2206
 TR2206                          STATION RECOVERY (1950)
 TR2206
 TR2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2206'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 TR2206'
 TR2206'STATION IS ON THE NE SIDE OF SAN JUAN ISLAND, ABOUT 2-1/2 MILES NW OF
 TR2206'POINT CAUTION, AT THE ONLY POINT IN THE AREA THAT SEES BOTH WAYS
 TR2206'ALONG THE SHORELINE, ABOUT 1 FOOT ABOVE AND 3 FEET BACK FROM THE
 TR2206'HIGH-WATER LINE, IN FRONT OF A 7-FOOT VERTICAL ROCK BLUFF.  STATION
 TR2206'MARK IS A BRONZE STATION DISK STAMPED DOWN 2 1940, SET IN A DRILL
 TR2206'HOLE FLUSH WITH THE SURFACE OF THE ROCK.
 TR2206'
 TR2206'R.M. 1 IS SET ON A 7-FOOT ROCK BLUFF SW OF AND OVERLOOKING THE
 TR2206'STATION.  IT IS A BRONZE REFERENCE DISK STAMPED DOWN 2 1940 1, SET IN
 TR2206'A DRILL HOLE, FLUSH WITH THE SURFACE OF THE ROCK.
 TR2206'
 TR2206'THE DISTANCES TO DOWN 1894 1940 AND REFERENCE MARK 1 WERE VERIFIED.
 TR2206
 TR2206                          STATION RECOVERY (1954)
 TR2206
 TR2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2206'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2391 ***********************************************************************
 RC2391  DESIGNATION -  DOWN 2
 RC2391  PID         -  RC2391
 RC2391  STATE/COUNTY-  WA/SKAMANIA
 RC2391  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2391
 RC2391                         *CURRENT SURVEY CONTROL
 RC2391  ___________________________________________________________________
 RC2391* NAD 83(1991)-  45 38 44.11568(N)    121 57 20.78220(W)     ADJUSTED  
 RC2391* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 RC2391  ___________________________________________________________________
 RC2391  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 RC2391  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 RC2391
 RC2391  HORZ ORDER  -  THIRD
 RC2391
 RC2391.The horizontal coordinates were established by classical geodetic methods
 RC2391.and adjusted by the National Geodetic Survey in December 1991..
 RC2391
 RC2391.The orthometric height was scaled from a topographic map.
 RC2391
 RC2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2391
 RC2391.The geoid height was determined by GEOID03.
 RC2391
 RC2391;                    North         East     Units Scale Factor Converg.
 RC2391;SPC WA S     -    35,755.022   386,514.232   MT  1.00004784   -1 03 26.9
 RC2391;SPC WA S     -   117,306.27  1,268,088.78   sFT  1.00004784   -1 03 26.9
 RC2391;SPC OR N     -   220,926.436 2,386,527.393   MT  0.99992920   -1 01 56.7
 RC2391;SPC OR N     -   724,824.27  7,829,814.28   iFT  0.99992920   -1 01 56.7
 RC2391;UTM  10      - 5,055,201.308   581,371.515   MT  0.99968140   +0 44 48.1
 RC2391
 RC2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2391!SPC WA S     -   0.99999950  x   1.00004784  =   1.00004734
 RC2391!SPC OR N     -   0.99999950  x   0.99992920  =   0.99992870
 RC2391!UTM  10      -   0.99999950  x   0.99968140  =   0.99968090
 RC2391
 RC2391:                Primary Azimuth Mark                     Grid Az
 RC2391:SPC WA S     -  FOO                                      083 37 53.3
 RC2391:SPC OR N     -  FOO                                      083 36 23.1
 RC2391:UTM  10      -  FOO                                      081 49 38.3
 RC2391
 RC2391|---------------------------------------------------------------------|
 RC2391| PID    Reference Object                     Distance      Geod. Az  |
 RC2391|                                                           dddmmss.s |
 RC2391| RC2427 FOO                                 APPROX. 0.6 KM 0823426.4 |
 RC2391| RC2426 NOSE                                393.155 METERS 15604     |
 RC2391|---------------------------------------------------------------------|
 RC2391
 RC2391                          SUPERSEDED SURVEY CONTROL
 RC2391
 RC2391  NAD 83(1991)-  45 38 44.11568(N)    121 57 20.78220(W) AD(       ) 3
 RC2391  NAD 83(1986)-  45 38 44.12518(N)    121 57 20.79014(W) AD(       ) 3
 RC2391  NAD 27      -  45 38 44.69600(N)    121 57 16.51300(W) AD(       ) 3
 RC2391
 RC2391.Superseded values are not recommended for survey control.
 RC2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2391.See file dsdata.txt to determine how the superseded data were derived.
 RC2391
 RC2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8137255201(NAD 83)
 RC2391
 RC2391  HISTORY     - Date     Condition        Report By
 RC2391  HISTORY     - 1938     MONUMENTED       USE
 RC2391  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2391
 RC2391                          STATION DESCRIPTION
 RC2391
 RC2391'DESCRIBED BY US ENGINEERS 1938
 RC2391'ON N BANK OF COLUMBIA RIVER, ABOUT 0.8 MILE DOWNSTREAM (W) FROM
 RC2391'SPILLWAY SECTION OF BONNEVILLE DAM, 500 FEET UPSTREAM FROM SPOKANE,
 RC2391'PORTLAND, AND SEATTLE RAILWAY MILEPOST 48, 300 FEET DOWNSTREAM
 RC2391'FROM TRANSMISSION LINE CROSSING.
 RC2391'
 RC2391'STATION IS MARKED BY DISK ON IRON PIPE IN CONCRETE POST.  DISK
 RC2391'AND CONCRETE ARE BOTH PROBABLY MARKED DOWN 2 1938.
 RC2391'
 RC2391'REACHED FROM EVERGREEN HIGHWAY (U.S.830) BY USING W ENTRANCE TO
 RC2391'BONNEVILLE DAM AND DRIVING DOWNSTREAM ON HAMILTON ISLAND ROAD.
 RC2391
 RC2391                          STATION RECOVERY (1947)
 RC2391
 RC2391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RC2391'MARK WAS FOUND IN EXCELLENT CONDITION.
 RC2391'
 RC2391'STATION IS SET ON N BANK OF THE COLUMBIA RIVER, ABOUT 0.8 MILE
 RC2391'DOWNSTREAM (W) FROM SPILLWAY SECTION OF BONNEVILLE DAM, UNDER
 RC2391'SECOND DOWNSTREAM TRANSMISSION LINE OF A GROUP OF FOUR, AND 500
 RC2391'FEET UPSTREAM FROM SPOKANE, PORTLAND AND SEATTLE RAILWAY MILEPOST
 RC2391'48.  IT IS MARKED BY A STANDARD U.S.E. DISK SET IN AN IRON PIPE
 RC2391'IN CONCRETE AND IS STAMPED DOWN 2 1938.  IT IS NEARLY FLUSH WITH
 RC2391'THE SURFACE.
 RC2391'
 RC2391'STATION CAN BE REACHED FROM EVERGREEN HIGHWAY (U.S. 830) BY USING
 RC2391'W ENTRANCE TO BONNEVILLE DAM AND DRIVING DOWNSTREAM ON HAMILTON
 RC2391'ISLAND ROAD.  IT CAN ALSO BE REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1274 ***********************************************************************
 SW1274  DESIGNATION -  DOWNS
 SW1274  PID         -  SW1274
 SW1274  STATE/COUNTY-  WA/LINCOLN
 SW1274  USGS QUAD   -  CORMANA LAKE (1969)
 SW1274
 SW1274                         *CURRENT SURVEY CONTROL
 SW1274  ___________________________________________________________________
 SW1274* NAD 83(1991)-  47 24 24.00508(N)    118 27 19.82205(W)     ADJUSTED  
 SW1274* NAVD 88     -       651.3    (meters)    2137.     (feet)  VERTCON   
 SW1274  ___________________________________________________________________
 SW1274  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 SW1274  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 SW1274
 SW1274  HORZ ORDER  -  SECOND
 SW1274
 SW1274.The horizontal coordinates were established by classical geodetic methods
 SW1274.and adjusted by the National Geodetic Survey in December 1991..
 SW1274
 SW1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1274
 SW1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1274
 SW1274.The geoid height was determined by GEOID03.
 SW1274
 SW1274;                    North         East     Units Scale Factor Converg.
 SW1274;SPC WA N     -    47,986.943   679,446.051   MT  1.00001872   +1 46 13.2
 SW1274;SPC WA N     -   157,437.16  2,229,149.25   sFT  1.00001872   +1 46 13.2
 SW1274;UTM  11      - 5,251,384.196   390,187.693   MT  0.99974819   -1 04 17.8
 SW1274
 SW1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1274!SPC WA N     -   0.99990098  x   1.00001872  =   0.99991970
 SW1274!UTM  11      -   0.99990098  x   0.99974819  =   0.99964920
 SW1274
 SW1274:                Primary Azimuth Mark                     Grid Az
 SW1274:SPC WA N     -  SEATTLE HELENA AWY BEACON 19             052 26 11.1
 SW1274:UTM  11      -  SEATTLE HELENA AWY BEACON 19             055 16 42.1
 SW1274
 SW1274|---------------------------------------------------------------------|
 SW1274| PID    Reference Object                     Distance      Geod. Az  |
 SW1274|                                                           dddmmss.s |
 SW1274| SW1150 SEATTLE HELENA AWY BEACON 19        APPROX.17.9 KM 0541224.3 |
 SW1274| SW1259 HARRINGTON WATER TANK               APPROX.17.1 KM 0633939.2 |
 SW1274| SW1262 MOHLER FAA RML MAST                 APPROX. 7.5 KM 0753628.5 |
 SW1274| CF1362 DOWNS RM 1                           14.684 METERS 10951     |
 SW1274| CF1364 DOWNS RM 3                            5.086 METERS 17213     |
 SW1274| CF1363 DOWNS RM 2                           15.540 METERS 25042     |
 SW1274| CF1361 DOWNS AZ MK                                        2691301.4 |
 SW1274| SW1276 SEATTLE HELENA AIRWAY BCN 18        APPROX.12.8 KM 2801013.5 |
 SW1274|---------------------------------------------------------------------|
 SW1274
 SW1274                          SUPERSEDED SURVEY CONTROL
 SW1274
 SW1274  NAD 83(1986)-  47 24 24.01678(N)    118 27 19.81436(W) AD(       ) 2
 SW1274  NAD 27      -  47 24 24.47200(N)    118 27 15.87000(W) AD(       ) 2
 SW1274  NGVD 29 (07/19/86)  650.2    (m)         2133.     (f) VERT ANG       
 SW1274
 SW1274.Superseded values are not recommended for survey control.
 SW1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1274.See file dsdata.txt to determine how the superseded data were derived.
 SW1274
 SW1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN9018851384(NAD 83)
 SW1274_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1274_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1274
 SW1274  HISTORY     - Date     Condition        Report By
 SW1274  HISTORY     - 1950     MONUMENTED       CGS
 SW1274  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SW1274  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1274  HISTORY     - 1968     MARK NOT FOUND   USGS
 SW1274  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SW1274
 SW1274                          STATION DESCRIPTION
 SW1274
 SW1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1274'THE STATION IS LOCATED ON THE NORTH SIDE OF AN EAST-WEST GRAVELED
 SW1274'ROAD, ABOUT 13 MILES AIRLINE EAST-NORTHEAST OF ODESSA, ABOUT 11
 SW1274'MILES AIRLINE WEST-SOUTHWEST OF HARRINGTON AND ABOUT 20 MILES
 SW1274'AIRLINE NORTH-NORTHWEST OF RITZVILLE.
 SW1274'
 SW1274'TO REACH THE STATION FROM THE POST OFFICE IN HARRINGTON, GO SOUTH
 SW1274'ON THE MAIN STREET FOR 0.1 MILE TO A T-ROAD.  TURN RIGHT AS PER SIGN
 SW1274'ODESSA 26 AND GO 6.4 MILES TO A GRAIN ELEVATOR ON THE LEFT AND A
 SW1274'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 2.4 MILES TO A CROSS
 SW1274'ROAD.  KEEP STRAIGHT AHEAD AND GO 0.9 MILE TO A CROSS ROAD.  KEEP
 SW1274'STRAIGHT AHEAD AND GO 2.5 MILES TO THE TOP OF A SLIGHT RISE AND
 SW1274'THE STATION ON THE RIGHT.
 SW1274'
 SW1274'THE STATION MARK IS A STANDARD DISK STAMPED DOWNS 1950 SET IN THE TOP
 SW1274'OF A ROUND CONCRETE POST, ABOUT 14 INCHES IN DIAMETER, THAT SETS
 SW1274'ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT 32 FEET
 SW1274'NORTH OF THE CENTER LINE OF THE ROAD.
 SW1274'
 SW1274'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DOWNS NO 1 1950
 SW1274'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 SW1274'THE GROUND.  IT IS ABOUT 15 FEET NORTH OF THE CENTER LINE OF THE
 SW1274'ROAD AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 SW1274'
 SW1274'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DOWNS NO 2 1950
 SW1274'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 SW1274'THE GROUND.  IT IS ABOUT 16 FEET NORTH OF THE CENTER LINE OF THE
 SW1274'ROAD AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 SW1274'
 SW1274'THE AZIMUTH MARK IS LOCATED AT A T-ROAD WEST OF THE STATION AND IS
 SW1274'A STANDARD DISK STAMPED DOWNS 1950 SET IN THE TOP OF A 10-INCH
 SW1274'SQUARE CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 SW1274'IT IS ABOUT 32 FEET EAST OF THE CENTER LINE OF A GRAVELED
 SW1274'NORTH-SOUTH ROAD, ABOUT 33 FEET NORTH OF THE CENTER LINE OF A
 SW1274'GRAVELED EAST-WEST ROAD AND 4.4 FEET EAST OF A POWER LINE POLE.  TO
 SW1274'REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.4 MILE TO A
 SW1274'T-ROAD AND THE AZIMUTH MARK ON THE RIGHT.
 SW1274'
 SW1274'HEIGHT OF LIGHT ABOVE STATION MARK 6.15 METERS.
 SW1274
 SW1274                          STATION RECOVERY (1960)
 SW1274
 SW1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 SW1274'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND WERE FOUND
 SW1274'TO BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SW1274'
 SW1274'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF DOWNS, 3-3/4 MILES
 SW1274'NORTH-NORTHEAST OF LAMONA, IN A CULTIVATED FIELD JUST NORTH OF A
 SW1274'COUNTY ROAD.
 SW1274'
 SW1274'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ODESSA, GO NORTH
 SW1274'ON STATE HIGHWAY 7 FOR 9.7 MILES TO THE SMALL TOWN OF LAMONA.
 SW1274'CONTINUE NORTH ON STATE HIGHWAY 7 FOR 1.25 MILE TO A SIDE ROAD ON
 SW1274'THE LEFT.  TURN LEFT AND GO 1.75 MILE TO A CROSSROAD.  CONTINUE
 SW1274'STRAIGHT AHEAD FOR 1 MILE TO A SIDE ROAD ON THE RIGHT.  (AZIMUTH
 SW1274'MARK IS THE NORTHEAST CORNER OF THE INTERSECTION) TURN RIGHT AND
 SW1274'GO EAST FOR 0.4 MILE TO THE STATION ON THE LEFT.
 SW1274'
 SW1274'THE STATION MARK IS A STANDARD DISK STAMPED DOWNS 1950, SET IN THE
 SW1274'TOP OF A CONCRETE MONUMENT WHICH IS ABOUT 18 INCHES BELOW GROUND
 SW1274'LEVEL.  MARK IS 32 FEET NORTH OF THE APPROXIMATE CENTER-LINE OF A
 SW1274'COUNTY ROAD.
 SW1274'
 SW1274'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DOWNS NO 1 1950,
 SW1274'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SW1274'WITH GROUND LEVEL AND 2 FEET LOWER THAN ROAD LEVEL.  MARK IS SET
 SW1274'IN THE BAR PIT AT THE NORTH EDGE OF A COUNTY ROAD.
 SW1274'
 SW1274'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DOWNS NO 2 1950,
 SW1274'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SW1274'WITH GROUND LEVEL AND 2 FEET LOWER THAN ROAD LEVEL.  MARK IS SET IN
 SW1274'THE BAR PIT AT THE NORTH EDGE OF A COUNTY ROAD.
 SW1274'
 SW1274'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOWNS 1950, SET IN THE
 SW1274'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT.  MARK IS 32 FEET EAST OF
 SW1274'A GRAVEL ROAD, 33 FEET NORTH OF A COUNTY ROAD, AND 4.4 FEET EAST
 SW1274'OF A POWER POLE.
 SW1274'
 SW1274'BOTH REFERENCE MARKS WERE MEASURED MARK TO MARK.  IT IS POSSIBLE
 SW1274'THAT THEY MAY HAVE MEASURED THE MARKS BY SLOPE DISTANCE METHODS IN
 SW1274'1950.
 SW1274
 SW1274                          STATION RECOVERY (1965)
 SW1274
 SW1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1274'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.  THE STATION MARK AND
 SW1274'THE REFERENCE MARKS WERE NOT FOUND.  THE LAND IS CULTIVATED TO THE
 SW1274'EDGE OF THE ROAD, AND THERE IS NOTHING TO GET AN EAST-WEST DIRECTION
 SW1274'FROM.  PRODDING WAS DONE 15 TO 16 FEET NORTH OF THE CENTER OF THE
 SW1274'ROAD ALONG THE SUMMIT OF THE RISE, BUT NOTHING WAS FOUND.  THE
 SW1274'BURIED STATION MARK AT LEAST, COULD NO DOUBT BE FOUND BY
 SW1274'INTERSECTING FROM OTHER STATIONS.
 SW1274
 SW1274                          STATION RECOVERY (1968)
 SW1274
 SW1274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 SW1274'THIS MARK WAS SEARCH FOR IN 1967 AND AGAIN IN 1968 BUT WAS NOT FOUND.
 SW1274'SINCE THIS STATION IS BURIED IT SHOULD NOT HAVE BEEN REMOVED OR
 SW1274'OTHERWISE DISTURBED.  THE RMS WHICH WERE EXPOSED WERE NOT FOUND AND
 SW1274'COULD BE CONSIDERED DESTROYED, THE ENTIRE AREA TO THE STATION MARK
 SW1274'AND THE RMS IS NOW UNDER CULTIVATION.
 SW1274'
 SW1274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN STATION LOCATED ON
 SW1274'THE N SIDE OF EAST-WEST GRAVELED ROAD, ABOUT 13 MI. AIRLINE
 SW1274'EAST-NORTHEAST OF ODESSA.
 SW1274
 SW1274                          STATION RECOVERY (1972)
 SW1274
 SW1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SW1274'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 SW1274'RECOVERED.  REFERENCE MARK NO. 3 WAS ESTABLISHED TO ASSIST IN
 SW1274'LOCATING THE STATION, SINCE STATION AND BOTH REFERENCE MARKS WERE
 SW1274'BURIED.
 SW1274'
 SW1274'THE STATION IS ABOUT 20 MILES NORTH-NORTHWEST OF RITZVILLE, 13
 SW1274'MILES EAST-NORTHEAST OF ODESSA, 11 MILES WEST-SOUTHWEST OF
 SW1274'HARRINGTON, IN SECTION 7, T 22 N, R 35 E., AND ON LAND OWNED BY
 SW1274'MR. FRED SIEGEL AND LEASED BY MR. GALE SALO.
 SW1274'
 SW1274'STATION CAN BE REACHED FROM ODESSA BY GOING EASTERLY TOWARD
 SW1274'DAVENPORT ON STATE HIGHWAY 28 FOR 10 MILES TO THE CROSSROAD AT
 SW1274'LAMONA.  CONTINUE EASTERLY ON THE HIGHWAY 1.25 MILES TO A SIDE ROAD
 SW1274'LEFT, TURN LEFT AND GO NORTHWEST, THEN NORTH FOR 2.85 MILES TO A
 SW1274'GRAVEL ROAD RIGHT AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF
 SW1274'THE INTERSECTION.  TURN RIGHT AND GO EAST 0.4 MILE TO A FIELD
 SW1274'ENTRANCE ON THE LEFT AND THE STATION.
 SW1274'
 SW1274'THE STATION MARK, STAMPED DOWNS 1950, IS A STANDARD DISK SET IN
 SW1274'CONCRETE 1.4 FEET BELOW GROUND IN A CULTIVATED FIELD, 30.5 FEET
 SW1274'NORTH OF THE CENTER OF THE ROAD AND 20 FEET NORTHWEST OF THE
 SW1274'CENTER OF THE FIELD ENTRANCE.
 SW1274'
 SW1274'REFERENCE MARK NO. 1, STAMPED DOWNS NO 1 1950, IS A STANDARD DISK
 SW1274'SET IN CONCRETE 1 FOOT BELOW GROUND, 15 FEET EAST OF THE EAST EDGE
 SW1274'OF THE FIELD ENTRANCE, 14 FEET NORTH OF THE CENTER OF THE ROAD, 2
 SW1274'FEET LOWER THAN THE ROAD AND ABOUT LEVEL WITH THE CULTIVATED FIELD.
 SW1274'
 SW1274'REFERENCE MARK NO. 2, STAMPED DOWNS NO 2 1950, IS A STANDARD DISK
 SW1274'SET IN CONCRETE IN THE SHOULDER OF THE ROAD, 6 INCHES BELOW GROUND,
 SW1274'14 FEET NORTH OF THE CENTER OF THE ROAD, ABOUT 2 FEET LOWER THAN
 SW1274'THE ROAD, LEVEL WITH THE CULTIVATED FIELD AND 1 FOOT EAST OF A
 SW1274'METAL WITNESS POST.
 SW1274'
 SW1274'REFERENCE MARK NO. 3, STAMPED DOWNS 1950 NO 3 1972, IS A STANDARD
 SW1274'DISK SET IN A ROUND CONCRETE POST 1 INCH BELOW GROUND, 15 FEET
 SW1274'WEST OF THE CENTER AND ON THE WEST EDGE OF THE FIELD ENTRANCE, 1
 SW1274'FOOT HIGHER THAN THE CULTIVATED FIELD, 14 FEET NORTH OF AND 6 INCHES
 SW1274'LOWER THAN THE CENTER OF THE ROAD.
 SW1274'
 SW1274'THE AZIMUTH MARK, STAMPED DOWNS 1950, IS A STANDARD DISK SET IN A
 SW1274'SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES AND APPEARS TO BE
 SW1274'TILTED SLIGHTLY TO THE SOUTHEAST.  IT IS 31 FEET NORTH OF AND 31
 SW1274'FEET EAST OF THE CENTER OF THE GRAVEL ROADS, 30 FEET
 SW1274'SOUTH-SOUTHEAST OF THE EAST END OF A 16-INCH GALVANIZED PIPE
 SW1274'CULVERT AND 5 FEET EAST OF A POWER POLE.
 SW1274'
 SW1274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 11 MILES
 SW1274'WEST-SOUTHWEST OF HARRINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1722 ***********************************************************************
 RC1722  DESIGNATION -  DOX
 RC1722  PID         -  RC1722
 RC1722  STATE/COUNTY-  WA/SKAMANIA
 RC1722  USGS QUAD   -  CARSON (1994)
 RC1722
 RC1722                         *CURRENT SURVEY CONTROL
 RC1722  ___________________________________________________________________
 RC1722* NAD 83(1986)-  45 44 21.     (N)    121 49 14.     (W)     SCALED    
 RC1722* NAVD 88     -       162.673  (meters)     533.70   (feet)  ADJUSTED  
 RC1722  ___________________________________________________________________
 RC1722  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RC1722  DYNAMIC HT  -         162.666 (meters)     533.68  (feet)  COMP
 RC1722  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 RC1722
 RC1722  VERT ORDER  -  SECOND    CLASS 0
 RC1722
 RC1722.The horizontal coordinates were scaled from a topographic map and have
 RC1722.an estimated accuracy of +/- 6 seconds.
 RC1722
 RC1722.The orthometric height was determined by differential leveling
 RC1722.and adjusted by the National Geodetic Survey in June 1991..
 RC1722
 RC1722.The geoid height was determined by GEOID03.
 RC1722
 RC1722.The dynamic height is computed by dividing the NAVD 88
 RC1722.geopotential number by the normal gravity value computed on the
 RC1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1722.degrees latitude (g = 980.6199 gals.).
 RC1722
 RC1722.The modeled gravity was interpolated from observed gravity values.
 RC1722
 RC1722;                    North         East    Units  Estimated Accuracy
 RC1722;SPC WA S     -    45,970.      397,230.      MT  (+/- 180 meters Scaled)
 RC1722
 RC1722                          SUPERSEDED SURVEY CONTROL
 RC1722
 RC1722  NGVD 29 (??/??/92)  161.646  (m)          530.33   (f) ADJ UNCH    2 0
 RC1722
 RC1722.Superseded values are not recommended for survey control.
 RC1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1722.See file dsdata.txt to determine how the superseded data were derived.
 RC1722
 RC1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER917657(NAD 83)
 RC1722_MARKER: DD = SURVEY DISK
 RC1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1722_STAMPING: DOX 1946 USED
 RC1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1722+STABILITY: SURFACE MOTION
 RC1722
 RC1722  HISTORY     - Date     Condition        Report By
 RC1722  HISTORY     - 1946     MONUMENTED       DOD
 RC1722  HISTORY     - 1946     GOOD             NGS
 RC1722  HISTORY     - 1956     MARK NOT FOUND   USGS
 RC1722
 RC1722                          STATION DESCRIPTION
 RC1722
 RC1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RC1722'0.9 MI N FROM CARSON.
 RC1722'0.9 MILES NORTH ALONG STATE HIGHWAY 8C FROM THE GRADE SCHOOL AT
 RC1722'CARSON, SET IN THE TOP OF A CONCRETE POST, 114 FEET EAST OF A MILE
 RC1722'POST NO. 2, 19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 RC1722'WEST OF A STUB GUY POWER LINE POLE, AND 1.5 FEET EAST OF A REFERENCE
 RC1722'POST.
 RC1722
 RC1722                          STATION RECOVERY (1956)
 RC1722
 RC1722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 RC1722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3579 ***********************************************************************
 SY3579  DESIGNATION -  DP 16 K CO 1972
 SY3579  PID         -  SY3579
 SY3579  STATE/COUNTY-  WA/KING
 SY3579  USGS QUAD   -  BLACK DIAMOND (1994)
 SY3579
 SY3579                         *CURRENT SURVEY CONTROL
 SY3579  ___________________________________________________________________
 SY3579* NAD 83(1991)-  47 32 05.82078(N)    122 01 47.29047(W)     ADJUSTED  
 SY3579* NAVD 88     -        40.1    (meters)     132.     (feet)  VERTCON   
 SY3579  ___________________________________________________________________
 SY3579  LAPLACE CORR-          13.11  (seconds)                    DEFLEC99
 SY3579  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 SY3579
 SY3579  HORZ ORDER  -  SECOND
 SY3579
 SY3579.The horizontal coordinates were established by classical geodetic methods
 SY3579.and adjusted by the National Geodetic Survey in December 1991..
 SY3579
 SY3579.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3579
 SY3579.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3579
 SY3579.The geoid height was determined by GEOID03.
 SY3579
 SY3579;                    North         East     Units Scale Factor Converg.
 SY3579;SPC WA N     -    60,177.212   409,917.757   MT  0.99999366   -0 53 26.9
 SY3579;SPC WA N     -   197,431.40  1,344,871.84   sFT  0.99999366   -0 53 26.9
 SY3579;UTM  10      - 5,265,070.058   573,020.061   MT  0.99966552   +0 42 56.6
 SY3579
 SY3579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3579!SPC WA N     -   0.99999730  x   0.99999366  =   0.99999096
 SY3579!UTM  10      -   0.99999730  x   0.99966552  =   0.99966282
 SY3579
 SY3579:                Primary Azimuth Mark                     Grid Az
 SY3579:SPC WA N     -  BYRON                                    201 38 56.3
 SY3579:UTM  10      -  BYRON                                    200 02 32.8
 SY3579
 SY3579|---------------------------------------------------------------------|
 SY3579| PID    Reference Object                     Distance      Geod. Az  |
 SY3579|                                                           dddmmss.s |
 SY3579| SY3571 BYRON                               APPROX. 3.7 KM 2004529.4 |
 SY3579| SY3572 SQUAK MTN KING COUNTY RAD MAST      APPROX. 3.7 KM 2012949.1 |
 SY3579|---------------------------------------------------------------------|
 SY3579
 SY3579                          SUPERSEDED SURVEY CONTROL
 SY3579
 SY3579  NAD 83(1986)-  47 32 05.81240(N)    122 01 47.29742(W) AD(       ) 2
 SY3579  NAD 27      -  47 32 06.44991(N)    122 01 42.87433(W) AD(       ) 2
 SY3579  NGVD 29 (07/19/86)   39.0    (m)          128.     (f) VERT ANG       
 SY3579
 SY3579.Superseded values are not recommended for survey control.
 SY3579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3579.See file dsdata.txt to determine how the superseded data were derived.
 SY3579
 SY3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7302065070(NAD 83)
 SY3579_MARKER: Z = SEE DESCRIPTION
 SY3579_SETTING: 0 = UNSPECIFIED SETTING
 SY3579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3579
 SY3579  HISTORY     - Date     Condition        Report By
 SY3579  HISTORY     - 1972     MONUMENTED       WA-033
 SY3579
 SY3579                          STATION DESCRIPTION
 SY3579
 SY3579'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY3579'LOCATION NOT GIVEN
 SY3579'
 SY3579'FROM ISSAQUAH-FALL CITY ROAD, TRAVEL EAST ON S.E. 66TH ST. 233
 SY3579'TO 230TH AVE. S.E.  GO SOUTH ON 230TH AVE. S.E. 0.20 MILE TO
 SY3579'WHERE ROAD VEERS LEFT AND PARALLELS FREEWAY (S.E. LY DIRECTION)
 SY3579'TRAVEL 0.40 MILE TO STATION.  STATION IS SET FLUSH IN GRASS
 SY3579'S.E. LY SIDE OF ROAD ABOUT 1/2 WAY AROUND CURVE.  POINT IS
 SY3579'APPROX. 300 FT + OR - SOUTH OF ENTRANCE TO KING COUNTY ISSAQUAH
 SY3579'PIT.
 SY3579'
 SY3579'POINT IS 16.5 FT E.S.E. OF CENTERLINE OF ROAD.
 SY3579'
 SY3579'POINT IS 15.3 FT W.N.W. STATE R/W FENCE.
 SY3579'
 SY3579'POINT IS 1.0 FT E.S.E. OF EDGE OF PAVEMENT.
 SY3579'
 SY3579'SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON FLUSH.
 SY3579'
 SY3579'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 3 FT DOWN.
 SY3579'
 SY3579'DISK STAMPED--DP-16, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3580 ***********************************************************************
 SY3580  DESIGNATION -  DP 17 K CO 1972
 SY3580  PID         -  SY3580
 SY3580  STATE/COUNTY-  WA/KING
 SY3580  USGS QUAD   -  BLACK DIAMOND (1994)
 SY3580
 SY3580                         *CURRENT SURVEY CONTROL
 SY3580  ___________________________________________________________________
 SY3580* NAD 83(1991)-  47 32 33.35324(N)    122 02 22.33438(W)     ADJUSTED  
 SY3580* NAVD 88     -        30.5    (meters)     100.     (feet)  VERTCON   
 SY3580  ___________________________________________________________________
 SY3580  LAPLACE CORR-          12.30  (seconds)                    DEFLEC99
 SY3580  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 SY3580
 SY3580  HORZ ORDER  -  SECOND
 SY3580
 SY3580.The horizontal coordinates were established by classical geodetic methods
 SY3580.and adjusted by the National Geodetic Survey in December 1991..
 SY3580
 SY3580.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3580
 SY3580.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3580
 SY3580.The geoid height was determined by GEOID03.
 SY3580
 SY3580;                    North         East     Units Scale Factor Converg.
 SY3580;SPC WA N     -    61,038.847   409,198.239   MT  0.99999233   -0 53 53.0
 SY3580;SPC WA N     -   200,258.28  1,342,511.22   sFT  0.99999233   -0 53 53.0
 SY3580;UTM  10      - 5,265,910.905   572,276.912   MT  0.99966420   +0 42 31.1
 SY3580
 SY3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3580!SPC WA N     -   0.99999882  x   0.99999233  =   0.99999115
 SY3580!UTM  10      -   0.99999882  x   0.99966420  =   0.99966302
 SY3580
 SY3580:                Primary Azimuth Mark                     Grid Az
 SY3580:SPC WA N     -  SQUAK MTN KING COUNTY RAD MAST           189 02 40.3
 SY3580:UTM  10      -  SQUAK MTN KING COUNTY RAD MAST           187 26 16.2
 SY3580
 SY3580|---------------------------------------------------------------------|
 SY3580| PID    Reference Object                     Distance      Geod. Az  |
 SY3580|                                                           dddmmss.s |
 SY3580| SY3572 SQUAK MTN KING COUNTY RAD MAST      APPROX. 4.3 KM 1880847.3 |
 SY3580|---------------------------------------------------------------------|
 SY3580
 SY3580                          SUPERSEDED SURVEY CONTROL
 SY3580
 SY3580  NAD 83(1986)-  47 32 33.34504(N)    122 02 22.34136(W) AD(       ) 2
 SY3580  NAD 27      -  47 32 33.98286(N)    122 02 17.91659(W) AD(       ) 2
 SY3580  NGVD 29 (07/19/86)   29.4    (m)           96.     (f) VERT ANG       
 SY3580
 SY3580.Superseded values are not recommended for survey control.
 SY3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3580.See file dsdata.txt to determine how the superseded data were derived.
 SY3580
 SY3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7227765911(NAD 83)
 SY3580_MARKER: Z = SEE DESCRIPTION
 SY3580_SETTING: 0 = UNSPECIFIED SETTING
 SY3580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3580
 SY3580  HISTORY     - Date     Condition        Report By
 SY3580  HISTORY     - 1972     MONUMENTED       WA-033
 SY3580
 SY3580                          STATION DESCRIPTION
 SY3580
 SY3580'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY3580'LOCATION NOT GIVEN
 SY3580'
 SY3580'STATION SET FLUSH IN GRAVEL SHOULDER ON NORTH SIDE OF NEW I-90
 SY3580'WESTBOUND ON-RAMP.  STATION IS NORTH OF CITY OF ISSAQUAH AND
 SY3580'990 FT + OR - WEST OF E. SAMMAMISH ROAD S.E.
 SY3580'
 SY3580'POINT IS 11.0 FT E.S.E. OF CONC. OVERPASS (EAST END) X-ING
 SY3580'RAILROAD TRACKS.
 SY3580'
 SY3580'POINT IS 17.0 FT N.N.E. CENTERLINE OF WESTBOUND RAMP.
 SY3580'
 SY3580'POINT IS 7.7 FT EAST OF SPIKE IN TOP END GUARD POST.
 SY3580'
 SY3580'POINT IS 8.0 FT E.S.E. OF FACE OF LIGHT STANDARD.
 SY3580'
 SY3580'SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON FLUSH.
 SY3580'
 SY3580'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 3 FT DOWN.
 SY3580'
 SY3580'DISK STAMPED--DP-17, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3581 ***********************************************************************
 SY3581  DESIGNATION -  DP 2
 SY3581  PID         -  SY3581
 SY3581  STATE/COUNTY-  WA/KING
 SY3581  USGS QUAD   -  BLACK DIAMOND (1994)
 SY3581
 SY3581                         *CURRENT SURVEY CONTROL
 SY3581  ___________________________________________________________________
 SY3581* NAD 83(1991)-  47 32 56.14137(N)    122 03 38.50566(W)     ADJUSTED  
 SY3581* NAVD 88     -        21.9    (meters)      72.     (feet)  VERTCON   
 SY3581  ___________________________________________________________________
 SY3581  LAPLACE CORR-           9.52  (seconds)                    DEFLEC99
 SY3581  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 SY3581
 SY3581  HORZ ORDER  -  SECOND
 SY3581
 SY3581.The horizontal coordinates were established by classical geodetic methods
 SY3581.and adjusted by the National Geodetic Survey in December 1991..
 SY3581
 SY3581.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3581
 SY3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3581
 SY3581.The geoid height was determined by GEOID03.
 SY3581
 SY3581;                    North         East     Units Scale Factor Converg.
 SY3581;SPC WA N     -    61,767.719   407,616.793   MT  0.99999123   -0 54 49.7
 SY3581;SPC WA N     -   202,649.59  1,337,322.76   sFT  0.99999123   -0 54 49.7
 SY3581;UTM  10      - 5,266,594.922   570,676.177   MT  0.99966138   +0 41 35.2
 SY3581
 SY3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3581!SPC WA N     -   1.00000018  x   0.99999123  =   0.99999141
 SY3581!UTM  10      -   1.00000018  x   0.99966138  =   0.99966156
 SY3581
 SY3581:                Primary Azimuth Mark                     Grid Az
 SY3581:SPC WA N     -  SHOP                                     317 23 17.0
 SY3581:UTM  10      -  SHOP                                     315 46 52.1
 SY3581
 SY3581|---------------------------------------------------------------------|
 SY3581| PID    Reference Object                     Distance      Geod. Az  |
 SY3581|                                                           dddmmss.s |
 SY3581| SY3573 SHOP                                485.164 METERS 3162827.3 |
 SY3581|---------------------------------------------------------------------|
 SY3581
 SY3581                          SUPERSEDED SURVEY CONTROL
 SY3581
 SY3581  NAD 83(1986)-  47 32 56.13333(N)    122 03 38.51250(W) AD(       ) 2
 SY3581  NAD 27      -  47 32 56.77193(N)    122 03 34.08527(W) AD(       ) 2
 SY3581  NGVD 29 (07/19/86)   20.8    (m)           68.     (f) VERT ANG       
 SY3581
 SY3581.Superseded values are not recommended for survey control.
 SY3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3581.See file dsdata.txt to determine how the superseded data were derived.
 SY3581
 SY3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7067666595(NAD 83)
 SY3581_MARKER: DD = SURVEY DISK
 SY3581_SETTING: 0 = UNSPECIFIED SETTING
 SY3581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3581
 SY3581  HISTORY     - Date     Condition        Report By
 SY3581  HISTORY     - 1972     MONUMENTED       WA-033
 SY3581  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY3581
 SY3581                          STATION DESCRIPTION
 SY3581
 SY3581'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY3581'LOCATION--
 SY3581'
 SY3581'THIS POINT IS LOCATED ON THE EAST SHOULDER OF A STATE CONSTRUCTED
 SY3581'HIGHWAY (STATE HWY. 900) WHICH CROSSES OVER, VIA A NEW CONCRETE
 SY3581'OVERPASS, INTERSTATE HWY. 90 APPROX. 1.5 MILES WEST OF THE MAIN
 SY3581'BUSINESS DISTRICT OF ISSAQUAH.  THIS ROAD SERVES ALSO AS A ACCESS
 SY3581'FROM I - 90 TO LAKE SAMMAMISH PARK.  THIS POINT IS LOCATED
 SY3581'BETWEEN THE TRAFFIC LANES (NORTH BOUND) AND A METAL GUARD RAIL.
 SY3581'
 SY3581'THE POINT IS 9.8 FT NORTH OF THE N.E. CORNER OF THE OVERPASS.  IT
 SY3581'IS 15.5 FT SOUTH OF THE S.E. BOLT AT THE BASE OF THE SOUTHERLY
 SY3581'MOST SIGN POST ON THE EAST SIDE OF THE ROAD.  REF. POST SET IN
 SY3581'CONCRETE 5.0 FT EAST.
 SY3581'
 SY3581'*K.C. SURVEY DISK IN CON. MON. BURIED 3 FT BELOW SURFACE.
 SY3581
 SY3581                          STATION RECOVERY (1983)
 SY3581
 SY3581'RECOVERY NOTE BY US POWER SQUADRON 1983 (GCS)
 SY3581'STATION NOT RECOVERED.
 SY3581'
 SY3581'SINCE REPORTED GOOD, JULY 1983, THE SHOULDER OF HWY 900 HAS BEEN
 SY3581'PAVED WITH ASPHALT ABOUT 3 INCHES THICK COVERING THE LOCATION OF
 SY3581'THE MARK.  THE AREA IS NOT OTHERWISE DISTURBED AND THE 4 X 4 WOOD
 SY3581'WITNESS POST IS IN PLACE.  THE MARK IS PROBABLY OK AND COULD BE
 SY3581'EXPOSED IF NEEDED.  THE SUB-SURFACE MARK WOULD CERTAINLY BE FINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2303 ***********************************************************************
 SA2303  DESIGNATION -  DRAIN
 SA2303  PID         -  SA2303
 SA2303  STATE/COUNTY-  WA/FRANKLIN
 SA2303  USGS QUAD   -  WOODED ISLAND (1992)
 SA2303
 SA2303                         *CURRENT SURVEY CONTROL
 SA2303  ___________________________________________________________________
 SA2303* NAD 83(1991)-  46 28 04.46267(N)    119 15 07.54104(W)     ADJUSTED  
 SA2303* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 SA2303  ___________________________________________________________________
 SA2303  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 SA2303  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SA2303
 SA2303  HORZ ORDER  -  SECOND
 SA2303
 SA2303.The horizontal coordinates were established by classical geodetic methods
 SA2303.and adjusted by the National Geodetic Survey in December 1991..
 SA2303
 SA2303.The orthometric height was scaled from a topographic map.
 SA2303
 SA2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2303
 SA2303.The geoid height was determined by GEOID03.
 SA2303
 SA2303;                    North         East     Units Scale Factor Converg.
 SA2303;SPC WA S     -   126,865.397   595,836.808   MT  0.99991668   +0 54 23.3
 SA2303;SPC WA S     -   416,224.22  1,954,841.26   sFT  0.99991668   +0 54 23.3
 SA2303;UTM  11      - 5,148,501.491   327,093.092   MT  0.99996750   -1 37 59.3
 SA2303
 SA2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2303!SPC WA S     -   0.99998458  x   0.99991668  =   0.99990126
 SA2303!UTM  11      -   0.99998458  x   0.99996750  =   0.99995208
 SA2303
 SA2303:                Primary Azimuth Mark                     Grid Az
 SA2303:SPC WA S     -  X ING                                    188 36 19.5
 SA2303:UTM  11      -  X ING                                    191 08 42.1
 SA2303
 SA2303|---------------------------------------------------------------------|
 SA2303| PID    Reference Object                     Distance      Geod. Az  |
 SA2303|                                                           dddmmss.s |
 SA2303| SA2317 X ING                               APPROX. 1.7 KM 1893042.8 |
 SA2303|---------------------------------------------------------------------|
 SA2303
 SA2303                          SUPERSEDED SURVEY CONTROL
 SA2303
 SA2303  NAD 83(1991)-  46 28 04.46441(N)    119 15 07.53253(W) AD(       ) 2
 SA2303  NAD 83(1986)-  46 28 04.47167(N)    119 15 07.53114(W) AD(       ) 2
 SA2303  NAD 27      -  46 28 04.97800(N)    119 15 03.47300(W) AD(       ) 2
 SA2303
 SA2303.Superseded values are not recommended for survey control.
 SA2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2303.See file dsdata.txt to determine how the superseded data were derived.
 SA2303
 SA2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2709348501(NAD 83)
 SA2303_MARKER: Z = SEE DESCRIPTION
 SA2303_SETTING: 0 = UNSPECIFIED SETTING
 SA2303_STAMPING: DRAIN 1949
 SA2303_MARK LOGO: USE   
 SA2303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2303
 SA2303  HISTORY     - Date     Condition        Report By
 SA2303  HISTORY     - 1949     MONUMENTED       USE
 SA2303  HISTORY     - 19900711 MARK NOT FOUND   USPSQD
 SA2303
 SA2303                          STATION DESCRIPTION
 SA2303
 SA2303'DESCRIBED BY US ENGINEERS 1949 (WRG)
 SA2303'BEGIN AT INTERSECTION OF N. 4TH AVE. AND W. LEWIS ST.  GO NORTH
 SA2303'ALONG 4TH AVE. 0.8 MILES.  TURN LEFT, GO WEST 4.1 MILES.  TURN
 SA2303'RIGHT, GO NORTHERLY 17.1 MILES.  GO EASTERLY ABOUT 75 FT. UP
 SA2303'STEEP SLOPE OF POINT SLOPING TOWARD SOUTHWEST, TO STATION.
 SA2303'
 SA2303'STATION LOCATED ON EAST SIDE OF ROAD, AT THE UP-RIVER END OF
 SA2303'SHARP HORSE-SHOE BEND IN ROADWAY.  BRONZE DISC SET IN CONCRETE
 SA2303'MONUMENT, STAMPED DRAIN 1949.
 SA2303
 SA2303                          STATION RECOVERY (1990)
 SA2303
 SA2303'RECOVERY NOTE BY US POWER SQUADRON 1990 (MAT)
 SA2303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1826 ***********************************************************************
 SY1826  DESIGNATION -  DRAKE RESET
 SY1826  PID         -  SY1826
 SY1826  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1826  USGS QUAD   -  GRISDALE (1990)
 SY1826
 SY1826                         *CURRENT SURVEY CONTROL
 SY1826  ___________________________________________________________________
 SY1826* NAD 83(1991)-  47 17 49.45705(N)    123 35 30.23311(W)     ADJUSTED  
 SY1826* NAVD 88     -       440.7    (meters)    1446.     (feet)  VERTCON   
 SY1826  ___________________________________________________________________
 SY1826  LAPLACE CORR-           6.96  (seconds)                    DEFLEC99
 SY1826  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SY1826
 SY1826  HORZ ORDER  -  SECOND
 SY1826
 SY1826.The horizontal coordinates were established by classical geodetic methods
 SY1826.and adjusted by the National Geodetic Survey in December 1991..
 SY1826
 SY1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1826
 SY1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1826
 SY1826.The geoid height was determined by GEOID03.
 SY1826
 SY1826;                    North         East     Units Scale Factor Converg.
 SY1826;SPC WA S     -   222,860.772   266,223.567   MT  0.99999190   -2 14 45.0
 SY1826;SPC WA S     -   731,169.05    873,435.15   sFT  0.99999190   -2 14 45.0
 SY1826;UTM  10      - 5,238,347.207   455,263.298   MT  0.99962460   -0 26 05.5
 SY1826
 SY1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1826!SPC WA S     -   0.99993433  x   0.99999190  =   0.99992623
 SY1826!UTM  10      -   0.99993433  x   0.99962460  =   0.99955895
 SY1826
 SY1826|---------------------------------------------------------------------|
 SY1826| PID    Reference Object                     Distance      Geod. Az  |
 SY1826|                                                           dddmmss.s |
 SY1826| DD9624 DRAKE RM 2                           16.462 METERS 02150     |
 SY1826| SY1828 DRAKE RM 1                           13.481 METERS 09206     |
 SY1826| SY1845 BRITTAIN                            APPROX.15.2 KM 2523556.6 |
 SY1826| AH6842 DRAKE RM 3                           13.118 METERS 35940     |
 SY1826|---------------------------------------------------------------------|
 SY1826
 SY1826                          SUPERSEDED SURVEY CONTROL
 SY1826
 SY1826  NAD 83(1986)-  47 17 49.45306(N)    123 35 30.23835(W) AD(       ) 2
 SY1826  NAD 27      -  47 17 50.12900(N)    123 35 25.63800(W) AD(       ) 2
 SY1826  NGVD 29 (07/19/86)  439.6    (m)         1442.     (f) VERT ANG       
 SY1826
 SY1826.Superseded values are not recommended for survey control.
 SY1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1826.See file dsdata.txt to determine how the superseded data were derived.
 SY1826
 SY1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT5526338347(NAD 83)
 SY1826_MARKER: DS = TRIANGULATION STATION DISK
 SY1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1826_STAMPING: DRAKE 1954 1964
 SY1826_MARK LOGO: CGS   
 SY1826_PROJECTION: FLUSH
 SY1826_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1826+STABILITY: SURFACE MOTION
 SY1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1826+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1986
 SY1826
 SY1826  HISTORY     - Date     Condition        Report By
 SY1826  HISTORY     - 1964     MONUMENTED       CGS
 SY1826  HISTORY     - 1974     SEE DESCRIPTION  RAYONI
 SY1826  HISTORY     - 19860808 GOOD             WADT
 SY1826
 SY1826                          STATION DESCRIPTION
 SY1826
 SY1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY1826'THE STATION MARK WAS FOUND COMPLETELY OUT OF THE GROUND.  THE
 SY1826'UNDERGROUND MARK WAS FOUND ABOUT 1 FOOT UNDERGROUND.  REFERENCE
 SY1826'MARK NO. 1 WAS FOUND IN GOOD CONDITION AND REFERENCE MARK NO. 2
 SY1826'WAS FOUND PUSHED OVER.  THE LOOKOUT TOWER HAS BEEN REMOVED.  THE
 SY1826'UNDERGROUND MARK WAS LOWERED TO ABOUT 28 INCHES UNDERGROUND AND A
 SY1826'NEW SURFACE MARK WAS SET.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 SY1826'
 SY1826'THE STATION MARKS ARE STANDARD DISKS STAMPED DRAKE 1954 1964,
 SY1826'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE.  SURFACE
 SY1826'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 SY1826'IS 53 FEET S. 44 W. OF A TRIANGLE BLAZE ON A 10-INCH FIR TREE.
 SY1826'
 SY1826'REFERENCE MARK NO. 1, STAMPED DRAKE NO 1 1954, IS A STANDARD DISK
 SY1826'BRAZED TO THE TOP OF A 1-1/2 INCH PIPE WHICH PROJECTS 5 INCHES
 SY1826'NEAR THE NORTHEAST EDGE OF THE CLEARING.  IT IS 40.4 FEET S 11 E
 SY1826'OF THE 10-INCH FIR TREE WITH THE TRIANGLE BLAZE, 19 FEET WEST OF
 SY1826'THE ROW OF FIR TREES ON THE EAST SIDE OF THE CLEARING AND THE
 SY1826'SIDES OF THE DISK HAVE BEEN BATTERED DOWN, BUT MARK SEEMS SOLID.
 SY1826'
 SY1826'REFERENCE MARK NO. 3, STAMPED DRAKE NO 3 1954 1964, IS A STANDARD
 SY1826'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 SY1826'37.2 FEET NORTH 83 DEGREES WEST OF THE 10-INCH FIR WITH TRIANGLE
 SY1826'BLAZE, 1 FOOT LOWER THAN THE STATION MARK AND ABOUT 28 INCHES
 SY1826'LOWER THAN REFERENCE MARK NO. 1.
 SY1826'
 SY1826'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF MAIN AND
 SY1826'PIONEER STREETS IN MONTESANO, GO WEST ON U.S. HIGHWAY 410 (PIONEER
 SY1826'ST) FOR 1.1 MILES TO A BLACKTOP SIDE ROAD RIGHT, TURN RIGHT AND GO
 SY1826'NORTHERLY 7.3 MILES TO A FORK, KEEP LEFT FORK, GO 1.5 MILES TO A
 SY1826'FORK, KEEP RIGHT FORK GO 5.5 MILES TO A BRIDGE, CONTINUE
 SY1826'NORTHERLY 2.9 MILES TO THE END OF THE BLACKTOP AND A SIGN ON THE
 SY1826'RIGHT READING END OF COUNTY ROAD.  CONTINUE NORTHERLY ON
 SY1826'GRAVEL ROAD 1.75 MILE TO A GRAVEL ROAD RIGHT AND SIGN
 SY1826'POINTING TO SHELTON, CONTINUE STRAIGHT AHEAD NORTHERLY 2.6
 SY1826'MILES TO TWO SIDE ROADS RIGHT AND ONE LEFT, CONTINUE STRAIGHT
 SY1826'AHEAD NORTHERLY 1.4 MILES TO A SIDE ROAD RIGHT AND A TRACK
 SY1826'ROAD LEFT, TURN RIGHT, PASS THROUGH A GATE (LOCKED IN FIRE
 SY1826'SEASON, KEY MAY BE OBTAINED FROM SIMPSON LOGGING CO,
 SY1826'HOQUIAM, OR STATE DEPT. OF NATURAL RESOURCES) GO 0.7 MILE TO A
 SY1826'FORK, KEEP RIGHT FORK 0.25 MILE TO RAILROAD TRACK, CROSS TRACK
 SY1826'AND FOLLOW THE MAIN TRAVELED ROAD 5.0 MILES TO THE END OF THE ROAD
 SY1826'IN A CLEARING ON THE SUMMIT OF THE MOUNTAIN AND THE STATION.
 SY1826
 SY1826                          STATION RECOVERY (1974)
 SY1826
 SY1826'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1974
 SY1826'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED.
 SY1826'
 SY1826'THE STATION IS NORTH 60 DEG WEST 36 FEET FROM THE LARGEST OF
 SY1826'TWO SPRUCE TREES BY A FORKED DOUGLAS FIR.  THIS GROUP OF TREES IS
 SY1826'OUT IN THE CLEARING FROM THE SURROUNDING TIMBER.  THE STATION IS
 SY1826'BETWEEN TWO SMALL ALDERS.  REFERENCE MARK NO. 1 BEARS SOUTH 87 DEG
 SY1826'EAST, AND REFERENCE MARK NO. 3 BEARS NORTH 11 DEG EAST.
 SY1826'
 SY1826'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MONTESANO, GO
 SY1826'WEST ONE MILE TO THE JUNCTION WITH THE WYNOOCHEE VALLEY ROAD
 SY1826'(FREEWAY TO ABERDEEN IS 500 FEET WEST).  TURN RIGHT ON THE
 SY1826'WYNOOCHEE VALLEY ROAD AND FOLLOW THE SIGNS TO CAMP GRISDALE AND THE
 SY1826'WYNOOCHEE DAM.  GO 8.15 MILES TO THE FORK.  KEEP RIGHT AND GO 7.65
 SY1826'MILES TO THE END OF THE BLACK TOP.  CONTINUE ON 1.65 MILES TO
 SY1826'THE T ROAD TO MATLOCK.  CONTINUE STRAIGHT AHEAD TOWARD GRISDALE
 SY1826'3.7 MILES TO THE CROSS ROADS.  TURN RIGHT AND GO 0.6 MILE TO THE
 SY1826'FORK.  KEEP RIGHT AND GO 0.25 MILE TO SIMPSON RAILROAD.  CROSS
 SY1826'THE TRACKS AND GO 0.65 MILE TO THE FORK.  KEEP LEFT AND GO
 SY1826'3.95 MILES TO THE END OF THE ROAD AND THE STATION.
 SY1826
 SY1826                          STATION RECOVERY (1986)
 SY1826
 SY1826'RECOVERY NOTE BY WA DEPT OF TRANSP 1986 (DAW)
 SY1826'THE STATION IS LOCATED ABOUT 35.4 KM (22.00 MI) NORTHWEST OF SHELTON,
 SY1826'33.8 KM (21.00 MI) NORTH OF MONTESANO, AT THE SITE OF THE FORMER DRAKE
 SY1826'LOOKOUT AND ON STATE DNR PORPERTY. TO REACH FROM THE POST OFFICE IN
 SY1826'MONTESANO, GO WEST ON PIONEER STREET FOR 1.61 KM (1.00 MI) TO A SIDE
 SY1826'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE WYNOOCHEE VALLEY ROAD FOR
 SY1826'13.84 KM (8.60 MI) TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTH
 SY1826'ON THE SURFACED ROAD FOR 12.23 KM (7.60 MI) TO THE END OF THE SURFACED
 SY1826'ROAD.  CONTINUE NORTH ON THE GRAVELED ROAD TOWARD GRISDALE FOR 5.95 KM
 SY1826'(3.70 MI) TO A CROSS ROAD. TURN RIGHT  FOR 0.97 KM (0.60 MI) TO A
 SY1826'FORK. TAKE THE RIGHT FORK, CROSS THE RAILROAD TRACKS AND GO NORTH FOR
 SY1826'1.13 KM (0.70 MI) TO A SIDE ROAD LEFT.  CONTINUE AHEAD FOR 0.08 KM
 SY1826'(0.05 MI) TO A SECOND SIDE ROAD LEFT.  TURN LEFT FOR 0.56 KM (0.35 MI)
 SY1826'TO A TRIANGLE BLAZE ON A FIR TREE MARKING THE WAY TO STATION SIMPSON
 SY1826'USE.  CONTINUE AHEAD FOR 1.93 KM (1.20 MI) TO A FORK.  TAKE THE LEFT
 SY1826'FORK FOR 3.86 KM (2.40 MI) TO THE END OF THE ROAD AND THE STATION. THE
 SY1826'MARK IS  SET IN THE TOP OF A 0.3 M (1.0 FT) SQUARE CONCRETE MONUMENT
 SY1826'THAT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.  IT IS 13.480
 SY1826'M (44.226 FT) WEST OF REFERENCE AMRK 1, 13.118 M (43.038 FT) SOUTH OF
 SY1826'REFERENEC MARK 3 AND 16.2 M (53.1 FT) SOUTHWEST OF A TRIANGLE BLAZE ON
 SY1826'A FIR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1828 ***********************************************************************
 SY1828  DESIGNATION -  DRAKE RM 1
 SY1828  PID         -  SY1828
 SY1828  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1828  USGS QUAD   -  GRISDALE (1990)
 SY1828
 SY1828                         *CURRENT SURVEY CONTROL
 SY1828  ___________________________________________________________________
 SY1828* NAD 83(1991)-  47 17 49.44109(N)    123 35 29.59187(W)     ADJUSTED  
 SY1828* NAVD 88     -       441.     (meters)    1447.     (feet)  SCALED    
 SY1828  ___________________________________________________________________
 SY1828  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 SY1828  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SY1828
 SY1828  HORZ ORDER  -  SECOND
 SY1828
 SY1828.The horizontal coordinates were established by classical geodetic methods
 SY1828.and adjusted by the National Geodetic Survey in December 1991..
 SY1828
 SY1828.The orthometric height was scaled from a topographic map.
 SY1828
 SY1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1828
 SY1828.The geoid height was determined by GEOID03.
 SY1828
 SY1828;                    North         East     Units Scale Factor Converg.
 SY1828;SPC WA S     -   222,859.752   266,237.010   MT  0.99999190   -2 14 44.5
 SY1828;SPC WA S     -   731,165.70    873,479.26   sFT  0.99999190   -2 14 44.5
 SY1828;UTM  10      - 5,238,346.612   455,276.761   MT  0.99962458   -0 26 05.0
 SY1828
 SY1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1828!SPC WA S     -   0.99993427  x   0.99999190  =   0.99992617
 SY1828!UTM  10      -   0.99993427  x   0.99962458  =   0.99955887
 SY1828
 SY1828                          SUPERSEDED SURVEY CONTROL
 SY1828
 SY1828  NAD 83(1986)-  47 17 49.43709(N)    123 35 29.59712(W) AD(       ) 2
 SY1828  NAD 27      -  47 17 50.11300(N)    123 35 24.99700(W) AD(       ) 2
 SY1828
 SY1828.Superseded values are not recommended for survey control.
 SY1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1828.See file dsdata.txt to determine how the superseded data were derived.
 SY1828
 SY1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT5527738347(NAD 83)
 SY1828_MARKER: DR = REFERENCE MARK DISK
 SY1828_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY1828_STAMPING: DRAKE NO 1 1954
 SY1828_MARK LOGO: CGS   
 SY1828_PROJECTION: FLUSH
 SY1828_MAGNETIC: P = MARKER IS A STEEL PIPE
 SY1828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1828+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1986
 SY1828
 SY1828  HISTORY     - Date     Condition        Report By
 SY1828  HISTORY     - 1954     MONUMENTED       CGS
 SY1828  HISTORY     - 19860808 GOOD             WADT
 SY1828
 SY1828                          STATION DESCRIPTION
 SY1828
 SY1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 SY1828'SEE STATION DRAKE.
 SY1828
 SY1828                          STATION RECOVERY (1986)
 SY1828
 SY1828'RECOVERY NOTE BY WA DEPT OF TRANSP 1986 (DAW)
 SY1828'THE STATION IS LOCATED ABOUT 35.4 KM (22.00 MI) NORTHWEST OF SHELTON,
 SY1828'33.8 KM (21.00 MI) NORTH OF MONTESANO, AT THE SITE OF THE FORMER DRAKE
 SY1828'LOOKOUT AND ON STATE DNR PORPERTY. TO REACH FROM THE POST OFFICE IN
 SY1828'MONTESANO, GO WEST ON PIONEER STREET FOR 1.61 KM (1.00 MI) TO A SIDE
 SY1828'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE WYNOOCHEE VALLEY ROAD FOR
 SY1828'13.84 KM (8.60 MI) TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTH
 SY1828'ON THE SURFACED ROAD FOR 12.23 KM (7.60 MI) TO THE END OF THE SURFACED
 SY1828'ROAD.  CONTINUE NORTH ON THE GRAVELED ROAD TOWARD GRISDALE FOR 5.95 KM
 SY1828'(3.70 MI) TO A CROSS ROAD. TURN RIGHT  FOR 0.97 KM (0.60 MI) TO A
 SY1828'FORK. TAKE THE RIGHT FORK, CROSS THE RAILROAD TRACKS AND GO NORTH FOR
 SY1828'1.13 KM (0.70 MI) TO A SIDE ROAD LEFT.  CONTINUE AHEAD FOR 0.08 KM
 SY1828'(0.05 MI) TO A SECOND SIDE ROAD LEFT.  TURN LEFT FOR 0.56 KM (0.35 MI)
 SY1828'TO A TRIANGLE BLAZE ON A FIR TREE MARKING THE WAY TO STATION SIMPSON
 SY1828'USE.  CONTINUE AHEAD FOR 1.93 KM (1.20 MI) TO A FORK.  TAKE THE LEFT
 SY1828'FORK FOR 3.86 KM (2.40 MI) TO THE END OF THE ROAD AND THE STATION. THE
 SY1828'MARK IS  SET FASTENED TO THE TOP OF A 1-1/2 INCH IRON PIPE THAT
 SY1828'PROJECTS 0.12 M (0.39 FT) ABOVE THE GROUND SURFACE.  IT IS 13.480 M
 SY1828'(44.226 FT) EAST OF STATION DRAKE, 19.207 M (63.015 FT) SOUTHEAST OF
 SY1828'REFERENCE MARK 3, 12.2 M (40.0 FT) EAST-SOUTHEAST OF A TRIANGLE BLAZE
 SY1828'ON A FIR TREE AND 5.8 M (19.0 FT) WEST OF A ROW OF FIR TREES ON THE
 SY1828'EAST SIDE OF THE CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2289 ***********************************************************************
 RC2289  DESIGNATION -  DRANO
 RC2289  PID         -  RC2289
 RC2289  STATE/COUNTY-  WA/SKAMANIA
 RC2289  USGS QUAD   -  HOOD RIVER (1994)
 RC2289
 RC2289                         *CURRENT SURVEY CONTROL
 RC2289  ___________________________________________________________________
 RC2289* NAD 83(1991)-  45 42 48.61874(N)    121 37 25.38001(W)     ADJUSTED  
 RC2289* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 RC2289  ___________________________________________________________________
 RC2289  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 RC2289  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RC2289
 RC2289  HORZ ORDER  -  SECOND
 RC2289
 RC2289.The horizontal coordinates were established by classical geodetic methods
 RC2289.and adjusted by the National Geodetic Survey in December 1991..
 RC2289
 RC2289.The orthometric height was scaled from a topographic map.
 RC2289
 RC2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2289
 RC2289.The geoid height was determined by GEOID03.
 RC2289
 RC2289;                    North         East     Units Scale Factor Converg.
 RC2289;SPC WA S     -    42,879.971   412,505.430   MT  1.00002931   -0 48 58.5
 RC2289;SPC WA S     -   140,682.04  1,353,361.56   sFT  1.00002931   -0 48 58.5
 RC2289;SPC OR N     -   228,060.712 2,412,513.125   MT  0.99993978   -0 47 48.9
 RC2289;SPC OR N     -   748,230.68  7,915,069.31   iFT  0.99993978   -0 47 48.9
 RC2289;UTM  10      - 5,063,137.806   607,117.236   MT  0.99974106   +0 59 07.1
 RC2289
 RC2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2289!SPC WA S     -   0.99999176  x   1.00002931  =   1.00002107
 RC2289!SPC OR N     -   0.99999176  x   0.99993978  =   0.99993154
 RC2289!UTM  10      -   0.99999176  x   0.99974106  =   0.99973283
 RC2289
 RC2289|---------------------------------------------------------------------|
 RC2289| PID    Reference Object                     Distance      Geod. Az  |
 RC2289|                                                           dddmmss.s |
 RC2289| CF4304 DRANO RM 1                            2.940 METERS 06255     |
 RC2289| RC2288 TUNNEL 6                            APPROX. 3.1 KM 0752920.7 |
 RC2289| CF4305 DRANO RM 2                           16.957 METERS 18223     |
 RC2289|---------------------------------------------------------------------|
 RC2289
 RC2289                          SUPERSEDED SURVEY CONTROL
 RC2289
 RC2289  NAD 83(1991)-  45 42 48.61874(N)    121 37 25.38001(W) AD(       ) 2
 RC2289  NAD 83(1986)-  45 42 48.63182(N)    121 37 25.38543(W) AD(       ) 2
 RC2289  NAD 27      -  45 42 49.20700(N)    121 37 21.12000(W) AD(       ) 2
 RC2289
 RC2289.Superseded values are not recommended for survey control.
 RC2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2289.See file dsdata.txt to determine how the superseded data were derived.
 RC2289
 RC2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR0711763138(NAD 83)
 RC2289_MARKER: DS = TRIANGULATION STATION DISK
 RC2289_SETTING: 66 = SET IN ROCK OUTCROP
 RC2289_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RC2289
 RC2289  HISTORY     - Date     Condition        Report By
 RC2289  HISTORY     - 1957     MONUMENTED       CGS
 RC2289  HISTORY     - 1959     GOOD             CGS
 RC2289
 RC2289                          STATION DESCRIPTION
 RC2289
 RC2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 RC2289'THE STATION IS ABOUT 4-3/4 MILES WEST OF UNDERWOOD, 1-3/4 MILES
 RC2289'EAST OF THE RAILROAD STATION AT COOKS AND 1/4 MILE NORTH OF
 RC2289'U.S. HIGHWAY 830 AT THE FIRST TUNNEL TO THE EAST OF COOKS.  IT IS
 RC2289'ON THE SUMMIT OF A LOW ROCKY KNOB THAT RISES ABOVE THE NORTHEAST
 RC2289'SIDE OF DRANO LAKE.
 RC2289'
 RC2289'TO REACH FROM THE RAILROAD STATION AT COOKS, GO EAST ON
 RC2289'U.S. HIGHWAY 830 FOR 1.75 MILES TO THE EAST END OF THE FIRST
 RC2289'HIGHWAY TUNNEL AND THE END OF TRUCK TRAVEL.  THIS TUNNEL IS 5.1
 RC2289'MILES WEST ON U.S. HIGHWAY 830 FROM THE POST OFFICE AND RAILROAD
 RC2289'STATION IN UNDERWOOD.  FROM THE END OF TRUCK TRAVEL, PACK NORTH
 RC2289'UP THE STEEP BANK BETWEEN THE ROCKY KNOBS TO THE SUMMIT OF THE
 RC2289'FIRST SHORT RIDGE.  CONTINUE NORTH FOR ABOUT 100 FEET THEN BEAR
 RC2289'RIGHT AND DROP DOWN INTO THE NARROW DRAW, THENCE UP OUT OF THE
 RC2289'DRAW TO THE RIDGE TO THE EAST.  CONTINUE NORTH UP THE NARROW
 RC2289'RIDGE TO THE SUMMIT OF THE ROCKY KNOB RISING DIRECTLY ABOVE THE
 RC2289'NORTHEAST SIDE OF THE LAKE AND THE STATION.  THIS IS ABOUT A
 RC2289'20-MINUTE PACK.
 RC2289'
 RC2289'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN
 RC2289'DEPRESSIONS IN ROCK OUTCROP.
 RC2289'
 RC2289'THE STATION MARK, STAMPED DRANO 1957, IS ABOUT 2 INCHES BELOW THE
 RC2289'SURROUNDING SURFACE.  IT IS AT THE NORTH END AND HIGHEST POINT
 RC2289'OF THE SHORT NORTH-SOUTH RIDGE.
 RC2289'
 RC2289'REFERENCE MARK 1, STAMPED DRANO NO 1 1957, IS ABOUT 18 INCHES
 RC2289'LOWER THAN THE STATION AND IN THE OUTCROP TO THE NORTHEAST OF THE
 RC2289'STATION.
 RC2289'
 RC2289'REFERENCE MARK 2, STAMPED DRANO NO 2 1957, IS NEAR THE SOUTH END
 RC2289'OF THE RIDGE ABOUT 3 FEET LOWER THAN THE STATION.  IT IS ABOUT 1
 RC2289'INCH BELOW THE SURROUNDING SURFACE.
 RC2289'
 RC2289'STATION TUNNEL NO 6 1939 CAN BE USED FOR AN AZIMUTH.
 RC2289
 RC2289                          STATION RECOVERY (1959)
 RC2289
 RC2289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2289'STATION MARK AND TWO REFERENCE MARKS RECOVERED AS DESCRIBED AND IN
 RC2289'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4743 ***********************************************************************
 SY4743  DESIGNATION -  DRAVUS
 SY4743  PID         -  SY4743
 SY4743  STATE/COUNTY-  WA/KING
 SY4743  USGS QUAD   -  
 SY4743
 SY4743                         *CURRENT SURVEY CONTROL
 SY4743  ___________________________________________________________________
 SY4743* NAD 83(1991)-  47 38 54.93370(N)    122 23 25.41897(W)     ADJUSTED  
 SY4743* NAVD 88     -        92.     (meters)     302.     (feet)  SCALED    
 SY4743  ___________________________________________________________________
 SY4743  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 SY4743  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SY4743
 SY4743  HORZ ORDER  -  SECOND
 SY4743
 SY4743.The horizontal coordinates were established by classical geodetic methods
 SY4743.and adjusted by the National Geodetic Survey in December 1991..
 SY4743
 SY4743.The orthometric height was scaled from a topographic map.
 SY4743
 SY4743.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4743
 SY4743.The geoid height was determined by GEOID03.
 SY4743
 SY4743;                    North         East     Units Scale Factor Converg.
 SY4743;SPC WA N     -    73,295.160   383,027.725   MT  0.99997560   -1 09 33.3
 SY4743;SPC WA N     -   240,469.20  1,256,650.13   sFT  0.99997560   -1 09 33.3
 SY4743;UTM  10      - 5,277,423.956   545,781.731   MT  0.99962576   +0 27 01.9
 SY4743
 SY4743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4743!SPC WA N     -   0.99998928  x   0.99997560  =   0.99996488
 SY4743!UTM  10      -   0.99998928  x   0.99962576  =   0.99961504
 SY4743
 SY4743:                Primary Azimuth Mark                     Grid Az
 SY4743:SPC WA N     -  STEEPLE BLACK AND RED CROSS              024 59 25.6
 SY4743:UTM  10      -  STEEPLE BLACK AND RED CROSS              023 22 50.4
 SY4743
 SY4743|---------------------------------------------------------------------|
 SY4743| PID    Reference Object                     Distance      Geod. Az  |
 SY4743|                                                           dddmmss.s |
 SY4743| SY4077 STEEPLE BLACK AND RED CROSS         APPROX. 2.7 KM 0234952.3 |
 SY4743| SY4721 MILL BRICK STACK MALTESE CROSS      APPROX. 1.7 KM 0271236.0 |
 SY4743| SY4675 SEATTLE HALIBUT OIL COMPANY BRICK S APPROX. 1.7 KM 0364406.9 |
 SY4743| SY4729 GREAT NORTHERN RR ROUNDHSE STK      APPROX. 0.9 KM 0564556.9 |
 SY4743| SY4019 AIRCRAFT PLYWOOD CORP TANK          APPROX. 1.4 KM 0582953.7 |
 SY4743| SY4023 BOLCOM CANAL LUMBER CO TANK         APPROX. 1.6 KM 0600137.5 |
 SY4743| SY4824 SEATTLE BNRR TANK                   APPROX. 0.9 KM 0612247.4 |
 SY4743| SY4757 INTERBAY                            328.772 METERS 08709     |
 SY4743| SY4031 GILMAN                              APPROX. 1.4 KM 1241211.9 |
 SY4743| CF6534 DRAVUS RM 2                          23.371 METERS 15107     |
 SY4743| CF6533 DRAVUS RM 1                                        23549     |
 SY4743|---------------------------------------------------------------------|
 SY4743
 SY4743                          SUPERSEDED SURVEY CONTROL
 SY4743
 SY4743  NAD 83(1986)-  47 38 54.92755(N)    122 23 25.42427(W) AD(       ) 2
 SY4743  NAD 27      -  47 38 55.57600(N)    122 23 20.96700(W) AD(       ) 2
 SY4743
 SY4743.Superseded values are not recommended for survey control.
 SY4743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4743.See file dsdata.txt to determine how the superseded data were derived.
 SY4743
 SY4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4578277424(NAD 83)
 SY4743_MARKER: DS = TRIANGULATION STATION DISK
 SY4743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4743+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2003
 SY4743
 SY4743  HISTORY     - Date     Condition        Report By
 SY4743  HISTORY     - 1934     MONUMENTED       WAGS
 SY4743  HISTORY     - 1936     GOOD             CGS
 SY4743  HISTORY     - 1952     GOOD             CGS
 SY4743  HISTORY     - 1967     GOOD             LOCENG
 SY4743  HISTORY     - 1977     GOOD             NOS
 SY4743  HISTORY     - 1987     GOOD             USPSQD
 SY4743  HISTORY     - 20011124 GOOD             USPSQD
 SY4743  HISTORY     - 20030315 GOOD             USPSQD
 SY4743  HISTORY     - 20030316 GOOD             USPSQD
 SY4743  HISTORY     - 20040924 POOR             LOCSUR
 SY4743  HISTORY     - 20060628 POOR             USPSQD
 SY4743
 SY4743                          STATION DESCRIPTION
 SY4743
 SY4743'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1934
 SY4743'STATION IS SET IN CONCRETE BLOCK BETWEEN HEAVY CONCRETE POST
 SY4743'TRAFFIC GUARD RAIL AND LOWER ROAD OF W DRAVUS STREET AT THE BREAK OF
 SY4743'THE BANK, AND ABOUT 0.36 METER FROM THE SIXTH POST OF THE GUARD
 SY4743'RAIL.
 SY4743'
 SY4743'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4743'CONCRETE.
 SY4743'
 SY4743'REFERENCE MARK NO.1 IS SET IN THE CONCRETE BULKHEAD ON THE S SIDE
 SY4743'OF W DRAVUS STREET, ABOUT 4 PACES W FROM THE STEPS TO THE CORNER
 SY4743'HOUSE.
 SY4743'
 SY4743'REFERENCE MARK NO.2 IS SET IN THE DEPRESSED CURB ON TWENTY-SIXTH
 SY4743'AVENUE W AT THE TOP OF THE STEPS WHICH GO DOWN TO W DRAVUS STREET.
 SY4743
 SY4743                          STATION RECOVERY (1936)
 SY4743
 SY4743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY4743'STATION RECOVERED AS DESCRIBED WITH ADDITIONS AS FOLLOWS--IT IS
 SY4743'ABOUT 0.36 METER FROM THE SIXTH POST OF THE GUARD RAIL, 50.5 FEET NE
 SY4743'OF THE NE CORNER OF HOUSE.
 SY4743'
 SY4743'R.P. DISTANCES TO BUILDINGS TAKEN TO EAVES FOR PICTURE
 SY4743'IDENTIFICATION.
 SY4743
 SY4743                          STATION RECOVERY (1952)
 SY4743
 SY4743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4743'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  STATION IS LOCATED ON
 SY4743'THE EMBANKMENT FORMED WHERE W DRAVUS STREET DIVIDES AT WHALLEY
 SY4743'PLACE, THE S FORK ENTERING ONTO TWENTY-SIXTH AVENUE W, AND ABOUT 60
 SY4743'FEET E FROM WHERE THE DIVISION OF THE STREET OCCURS.
 SY4743'
 SY4743'STATION MARK IS A STANDARD STATION DISK, SET IN CONCRETE, PROJECTING
 SY4743'8 INCHES, AND STAMPED DRAVUS 1934.
 SY4743'
 SY4743'THE HOUSE S OF THE STATION IS NUMBER 3055 TWENTY-SIXTH AVENUE W.
 SY4743'REFERENCE MARK 1 IS SET VERTICALLY IN THE RETAINING WALL ON THE S
 SY4743'SIDE OF THE STREET, 8 PACES W OF THE STEPS LEADING TO THE HOUSE.
 SY4743'
 SY4743'REFERENCE MARK 2 IS SET IN THE CURBING OF THE STEPS IN THE FRONT OF
 SY4743'THE HOUSE AND ACROSS THE STREET WHICH LEADS TO A LOWER LEVEL OF W.
 SY4743'DRAVUS STREET.
 SY4743
 SY4743                          STATION RECOVERY (1967)
 SY4743
 SY4743'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (CMB)
 SY4743'STATION--DRAVUS 1934 GOOD
 SY4743'
 SY4743'RM1--R M 1 GOOD
 SY4743'
 SY4743'RM2--R M 2 GOOD
 SY4743'
 SY4743'STATION LIES BETWEEN THE 10TH AND 11TH POSTS (NEW) OF THE GUARD
 SY4743'RAIL.  RM 1 IS 24.5 FT. W OF STEPS, AND 12 IN ABOVE SIDEWALK LEVEL.
 SY4743
 SY4743                          STATION RECOVERY (1977)
 SY4743
 SY4743'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY4743'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS
 SY4743'DESCRIBED BY S.G. IN 1952, EXCEPT THERE HAS BEEN A NEW
 SY4743'GUARD RAIL CONSTRUCTED.
 SY4743'
 SY4743'THE STATION MARK IS 2.0 FEET NORTHWEST OF THE 11TH GUARD
 SY4743'POST COUNTING FROM EAST TO WEST.
 SY4743'
 SY4743'REFERENCE MARK 1 IS STAMPED---RM 1---AND REMERENCE MARK 2
 SY4743'IS STAMPED---RM 2---.
 SY4743
 SY4743                          STATION RECOVERY (1987)
 SY4743
 SY4743'RECOVERY NOTE BY US POWER SQUADRON 1987 (BC)
 SY4743'RECOVERED IN GOOD CONDITION.
 SY4743
 SY4743                          STATION RECOVERY (2001)
 SY4743
 SY4743'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4743' 
 SY4743' 
 SY4743' 
 SY4743
 SY4743                          STATION RECOVERY (2003)
 SY4743
 SY4743'RECOVERY NOTE BY US POWER SQUADRON 2003 (BM)
 SY4743'RECOVERED IN GOOD CONDITION.
 SY4743
 SY4743                          STATION RECOVERY (2003)
 SY4743
 SY4743'RECOVERY NOTE BY US POWER SQUADRON 2003 (BM)
 SY4743'RECOVERED IN GOOD CONDITION.
 SY4743
 SY4743                          STATION RECOVERY (2004)
 SY4743
 SY4743'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RDH)
 SY4743'CURRENT DESCRIPTION FOR STATION IS AS FOLLOWS.  THE STATION IS 2.3 FT
 SY4743'NORTH OF
 SY4743'THE TOP BACK OF CURB AT A LOCATION WHICH IS 2 FT EAST OF THE 10TH
 SY4743'GUARDRAIL
 SY4743'POST AS COUNTED FROM WEST TO EAST.  THE DESCRIPTIONS FOR THE REFERENCE
 SY4743'MARKS
 SY4743'ARE STILL ADEQUATE.  RM 1 IS SOMEWHAT OBSCURED BY AN ORNAMENTAL BUSH
 SY4743' 
 SY4743'GROWING OVER THE RETAINING WALL BUT CAN STILL BE FOUND BY MEASURING
 SY4743'24.5 FT
 SY4743'WEST OF THE WEST EDGE OF THE STEPS.  THE STATION MARK HAS BEEN SCARRED
 SY4743'PERHAPS
 SY4743'BY A MOWING OPERATION, AND IS NOW DIFFICULT TO READ THE STATION
 SY4743'DESIGNATION
 SY4743'ON THE DISC. IT NEEDS TO BE RE STAMPED. IT APPEARS TO NOT HAVE BEEN
 SY4743'DISTURBED.
 SY4743'THE STATION IS SUITABLE FOR GPS OBSERVATIONS.
 SY4743
 SY4743                          STATION RECOVERY (2006)
 SY4743
 SY4743'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY4743'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3086 ***********************************************************************
 SY3086  DESIGNATION -  DRAY
 SY3086  PID         -  SY3086
 SY3086  STATE/COUNTY-  WA/PIERCE
 SY3086  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3086
 SY3086                         *CURRENT SURVEY CONTROL
 SY3086  ___________________________________________________________________
 SY3086* NAD 83(1991)-  47 10 47.29756(N)    122 44 47.57477(W)     ADJUSTED  
 SY3086* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3086  ___________________________________________________________________
 SY3086  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 SY3086  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 SY3086
 SY3086  HORZ ORDER  -  SECOND
 SY3086
 SY3086.The horizontal coordinates were established by classical geodetic methods
 SY3086.and adjusted by the National Geodetic Survey in December 1991..
 SY3086
 SY3086.The orthometric height was scaled from a topographic map.
 SY3086
 SY3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3086
 SY3086.The geoid height was determined by GEOID03.
 SY3086
 SY3086;                    North         East     Units Scale Factor Converg.
 SY3086;SPC WA S     -   207,666.451   329,738.950   MT  0.99996850   -1 37 54.8
 SY3086;SPC WA S     -   681,319.01  1,081,818.54   sFT  0.99996850   -1 37 54.8
 SY3086;UTM  10      - 5,225,176.644   519,204.050   MT  0.99960453   +0 11 09.3
 SY3086
 SY3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3086!SPC WA S     -   1.00000335  x   0.99996850  =   0.99997185
 SY3086!UTM  10      -   1.00000335  x   0.99960453  =   0.99960787
 SY3086
 SY3086|---------------------------------------------------------------------|
 SY3086| PID    Reference Object                     Distance      Geod. Az  |
 SY3086|                                                           dddmmss.s |
 SY3086| CE3975 DRAY RM                               9.938 METERS 20859     |
 SY3086|---------------------------------------------------------------------|
 SY3086
 SY3086                          SUPERSEDED SURVEY CONTROL
 SY3086
 SY3086  NAD 83(1986)-  47 10 47.29239(N)    122 44 47.58410(W) AD(       ) 2
 SY3086  NAD 27      -  47 10 47.93800(N)    122 44 43.12200(W) AD(       ) 2
 SY3086
 SY3086.Superseded values are not recommended for survey control.
 SY3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3086.See file dsdata.txt to determine how the superseded data were derived.
 SY3086
 SY3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1920425177(NAD 83)
 SY3086_MARKER: DS = TRIANGULATION STATION DISK
 SY3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3086
 SY3086  HISTORY     - Date     Condition        Report By
 SY3086  HISTORY     - 1924     MONUMENTED       CGS
 SY3086  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SY3086
 SY3086                          STATION DESCRIPTION
 SY3086
 SY3086'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3086'STATION IS ON THE MAINLAND SIDE N OF THE SOUND AND ON THE W SIDE
 SY3086'OF DRAYTON PASSAGE.  IT IS A SAND SPIT PROJECTING FROM THE
 SY3086'MAINLAND AND ABOUT 1 MILE FROM THE ENTRANCE TO DRAYTON
 SY3086'PASSAGE.  THE MARK IS LOCATED ON THE EXTREME N END OF THE SPIT.
 SY3086'IT IS NOT COVERED BY HIGH TIDE.
 SY3086'
 SY3086'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3086'CONCRETE.
 SY3086'
 SY3086'THE REFERENCE MARK IS SET ALONG THE BEACH AND IS AT THE HIGH-WATER
 SY3086'MARK.  REFERENCE MARK NO.2 IS ALSO AT THE HIGH-WATER MARK.
 SY3086'
 SY3086'NOTE--LETTER DATED JANUARY 2, 1925 FROM CHARLES J. STANSFIELD,
 SY3086'LONGBRANCH, WASHINGTON, STATES THAT TWO REFERENCE MARKS WERE WASHED
 SY3086'OUT AND FOUND ALONG THE BEACH.
 SY3086'
 SY3086'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3086
 SY3086                          STATION RECOVERY (1935)
 SY3086
 SY3086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3086'STATION AND REFERENCE MARKS DESTROYED DUE TO BEACH EROSION.  OLD
 SY3086'MARKS FOUND LOOSE ON BEACH.
 SY3086'
 SY3086'ESTABLISHED NEW STATION DRAY 2 (1935).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3083 ***********************************************************************
 SY3083  DESIGNATION -  DRAY 2
 SY3083  PID         -  SY3083
 SY3083  STATE/COUNTY-  WA/PIERCE
 SY3083  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3083
 SY3083                         *CURRENT SURVEY CONTROL
 SY3083  ___________________________________________________________________
 SY3083* NAD 83(1991)-  47 10 42.56348(N)    122 44 55.29106(W)     ADJUSTED  
 SY3083* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SY3083  ___________________________________________________________________
 SY3083  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 SY3083  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 SY3083
 SY3083  HORZ ORDER  -  SECOND
 SY3083
 SY3083.The horizontal coordinates were established by classical geodetic methods
 SY3083.and adjusted by the National Geodetic Survey in December 1991..
 SY3083
 SY3083.The orthometric height was scaled from a topographic map.
 SY3083
 SY3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3083
 SY3083.The geoid height was determined by GEOID03.
 SY3083
 SY3083;                    North         East     Units Scale Factor Converg.
 SY3083;SPC WA S     -   207,524.947   329,572.382   MT  0.99996826   -1 38 00.4
 SY3083;SPC WA S     -   680,854.76  1,081,272.06   sFT  0.99996826   -1 38 00.4
 SY3083;UTM  10      - 5,225,029.981   519,042.113   MT  0.99960446   +0 11 03.6
 SY3083
 SY3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3083!SPC WA S     -   1.00000272  x   0.99996826  =   0.99997098
 SY3083!UTM  10      -   1.00000272  x   0.99960446  =   0.99960718
 SY3083
 SY3083:                Primary Azimuth Mark                     Grid Az
 SY3083:SPC WA S     -  DRAYTON PASSAGE LIGHT                    100 08 14.1
 SY3083:UTM  10      -  DRAYTON PASSAGE LIGHT                    098 19 10.1
 SY3083
 SY3083|---------------------------------------------------------------------|
 SY3083| PID    Reference Object                     Distance      Geod. Az  |
 SY3083|                                                           dddmmss.s |
 SY3083| SY3080 DRAYTON PASSAGE LIGHT               421.741 METERS 0983013.7 |
 SY3083| SY3112 TON 2                               APPROX. 1.8 KM 1042249.2 |
 SY3083| CE3976 DRAY 2 RM                            12.500 METERS 22759     |
 SY3083|---------------------------------------------------------------------|
 SY3083
 SY3083                          SUPERSEDED SURVEY CONTROL
 SY3083
 SY3083  NAD 83(1986)-  47 10 42.55821(N)    122 44 55.30040(W) AD(       ) 2
 SY3083  NAD 27      -  47 10 43.20400(N)    122 44 50.83900(W) AD(       ) 2
 SY3083
 SY3083.Superseded values are not recommended for survey control.
 SY3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3083.See file dsdata.txt to determine how the superseded data were derived.
 SY3083
 SY3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1904225030(NAD 83)
 SY3083_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3083
 SY3083  HISTORY     - Date     Condition        Report By
 SY3083  HISTORY     - 1935     MONUMENTED       CGS
 SY3083  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3083
 SY3083                          STATION DESCRIPTION
 SY3083
 SY3083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3083'STATION IS LOCATED ON THE W SHORE OF DRAYTON PASSAGE, ON
 SY3083'GRASS-COVERED SAND SPIT, WHICH LIES ABOUT 1-1/2 MILES S OF FILUCE
 SY3083'BAY.  THE SAND SHOAL MAKING OFFSHORE IS MARKED BY A BLINKER LIGHT ON
 SY3083'DOLPHIN.  STATION IS ABOVE NORMAL HIGH-WATER LEVEL AND IS ABOUT 50
 SY3083'METERS FROM THE NORTHEASTERN EXTREMITY OF SPIT.  THERE IS A
 SY3083'SALT-WATER LAGOON BETWEEN SAND POINT AND WOODED SHORE.  MARK
 SY3083'PROJECTS 2 INCHES ABOVE SANDY SURFACE.  PERMANENCY OF MARK DOUBTED.
 SY3083'
 SY3083'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3083'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY3083'
 SY3083'REFERENCE MARK IN CONCRETE MONUMENT INSHORE FROM STATION.
 SY3083
 SY3083                          STATION RECOVERY (1966)
 SY3083
 SY3083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3083'NEITHER THE STATION MARK OR THE REFERENCE MARK WAS FOUND.  THE SAND
 SY3083'SPIT IS LOOSE SAND AND GRAVEL, AND THE MARKS COULD EITHER BE
 SY3083'WASHED OUT OR COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1343 ***********************************************************************
 SC1343  DESIGNATION -  DRAYS MOUND RESET
 SC1343  PID         -  SC1343
 SC1343  STATE/COUNTY-  WA/COWLITZ
 SC1343  USGS QUAD   -  KALAMA (1990)
 SC1343
 SC1343                         *CURRENT SURVEY CONTROL
 SC1343  ___________________________________________________________________
 SC1343* NAD 83(1991)-  46 02 36.91583(N)    122 51 39.22587(W)     ADJUSTED  
 SC1343* NAVD 88     -        51.2    (meters)     168.     (feet)  VERTCON   
 SC1343  ___________________________________________________________________
 SC1343  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 SC1343  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 SC1343
 SC1343  HORZ ORDER  -  THIRD
 SC1343
 SC1343.The horizontal coordinates were established by classical geodetic methods
 SC1343.and adjusted by the National Geodetic Survey in December 1991..
 SC1343
 SC1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1343
 SC1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1343
 SC1343.The geoid height was determined by GEOID03.
 SC1343
 SC1343;                    North         East     Units Scale Factor Converg.
 SC1343;SPC WA S     -    81,679.232   317,295.641   MT  0.99995896   -1 42 53.8
 SC1343;SPC WA S     -   267,975.95  1,040,994.12   sFT  0.99995896   -1 42 53.8
 SC1343;SPC OR N     -   266,809.473 2,317,284.787   MT  1.00001138   -1 40 27.5
 SC1343;SPC OR N     -   875,359.16  7,602,640.38   iFT  1.00001138   -1 40 27.5
 SC1343;UTM  10      - 5,098,899.811   510,762.677   MT  0.99960142   +0 06 00.5
 SC1343
 SC1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1343!SPC WA S     -   0.99999538  x   0.99995896  =   0.99995434
 SC1343!SPC OR N     -   0.99999538  x   1.00001138  =   1.00000676
 SC1343!UTM  10      -   0.99999538  x   0.99960142  =   0.99959680
 SC1343
 SC1343|---------------------------------------------------------------------|
 SC1343| PID    Reference Object                     Distance      Geod. Az  |
 SC1343|                                                           dddmmss.s |
 SC1343| CE3084 DRAYS MOUND RM 3                      7.506 METERS 10730     |
 SC1343| CE3082 DRAYS MOUND RM 1                      9.955 METERS 11201     |
 SC1343| SC1347 ELLIS 2                             APPROX. 4.3 KM 1624106.6 |
 SC1343| SC1333 KALAMA CHAN S R RNG LT              APPROX. 4.4 KM 1631803.5 |
 SC1343| SC1363 KALAMA DEPOT ELEVATED RED TANK      APPROX. 4.4 KM 1643109.1 |
 SC1343| SC1332 KALAMA DEPOT TANK                   APPROX. 3.9 KM 1644224.4 |
 SC1343| SC1377 KALAMA BLUE RIBBON CO TALL STK      APPROX. 4.4 KM 1651409.5 |
 SC1343| RD3912 AHLE POINT LIGHT 49                 APPROX. 5.2 KM 1661043.5 |
 SC1343| RD3845 DIKE 35.9 DOLPHIN NE END            APPROX. 7.3 KM 1680424.1 |
 SC1343| SC1368 KALAMA BURNER USE                   APPROX. 3.3 KM 1681558.5 |
 SC1343| RD3803 DIKE 36.3 DOLPHIN NE END            APPROX. 6.7 KM 1695305.2 |
 SC1343| RD3804 DIKE 36.9A BEACON                   APPROX. 5.6 KM 1720930.9 |
 SC1343| RD3819 HUNTER BAR DIKE 1 LIGHT             APPROX. 5.8 KM 1735836.1 |
 SC1343| SC1499 TROJAN NUCLEAR PLT MET TWR          APPROX. 2.2 KM 2362008.1 |
 SC1343| CE3083 DRAYS MOUND RM 2                      4.633 METERS 23736     |
 SC1343| SC1500 TROJAN NUCLEAR PLT COOL TWR         APPROX. 1.9 KM 2525252.6 |
 SC1343|---------------------------------------------------------------------|
 SC1343
 SC1343                          SUPERSEDED SURVEY CONTROL
 SC1343
 SC1343  NAD 83(1991)-  46 02 36.91583(N)    122 51 39.22587(W) AD(       ) 3
 SC1343  NAD 83(1986)-  46 02 36.93191(N)    122 51 39.22196(W) AD(       ) 3
 SC1343  NAD 27      -  46 02 37.52100(N)    122 51 34.83300(W) AD(       ) 3
 SC1343  NGVD 29 (12/10/90)   50.2    (m)          165.     (f) VERT ANG       
 SC1343
 SC1343.Superseded values are not recommended for survey control.
 SC1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1343.See file dsdata.txt to determine how the superseded data were derived.
 SC1343
 SC1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1076398900(NAD 83)
 SC1343_MARKER: DD = SURVEY DISK
 SC1343_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SC1343_SP_SET: IRREGULAR CONCRETE MASS
 SC1343_STAMPING: DRAYS MOUND 1878 1973
 SC1343_MARK LOGO: CGS   
 SC1343_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1343+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1989
 SC1343
 SC1343  HISTORY     - Date     Condition        Report By
 SC1343  HISTORY     - 1973     MONUMENTED       NGS
 SC1343  HISTORY     - 19890822 GOOD             MGSINC
 SC1343
 SC1343                          STATION DESCRIPTION
 SC1343
 SC1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SC1343'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE
 SC1343'RECOVERED.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN BEDROCK
 SC1343'AND NOT AN IRON NAIL AS DESCRIBED IN 1937.  INTERSTATE HIGHWAY 5
 SC1343'HAS BEEN WIDENED WESTWARD AND A LARGE PORTION OF THE EAST SIDE OF
 SC1343'ROCK MOUND HAS BEEN QUARRIED AWAY.  REFERENCE MARK 1 WAS PROBABLY
 SC1343'LOST AT THAT TIME.  A NEW SURFACE, STATION MARK AND REFERENCE
 SC1343'MARK 3 WERE ESTABLISHED AT THIS TIME.
 SC1343'
 SC1343'LOCATED ABOUT 2-1/4 MILES NORTH-NORTHWEST OF THE TOWN OF KALAMA,
 SC1343'ABOUT 3/4 MILE EAST OF THE COLUMBIA RIVER, ALONG THE WEST SIDE OF
 SC1343'INTERSTATE HIGHWAY 5, BETWEEN THE HIGHWAY AND THE RAILROAD TRACKS
 SC1343'OF THE BURLINGTON NORTHERN AND ON THE SUMMIT, NEAR THE SOUTH END OF
 SC1343'A WOODED, ROCKY MOUND THAT IS ABOUT 120 FEET HIGH AND ABOUT 400
 SC1343'YARDS LONG.
 SC1343'
 SC1343'THE STATION IS A STANDARD DISK STAMPED DRAYS MOUND 1878 1973
 SC1343'CEMENTED IN THE BELL END OF A LENGTH OF 4 INCH, CAST IRON SOIL
 SC1343'PIPE, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND AND 28
 SC1343'FEET WEST OF THE TOP EDGE OF THE CUTBANK.  THE UNDERGROUND STATION
 SC1343'MARK IS A STANDARD DISK STAMPED DRAYS MOUND 1873 CEMENTED IN
 SC1343'BEDROCK, 18 INCHES BELOW THE SURFACE OF THE GROUND.
 SC1343'
 SC1343'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NO 2 CEMENTED IN
 SC1343'BEDROCK ABOUT 2 FEET LOWER THAN THE STATION.
 SC1343'
 SC1343'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DRAYS MOUND 1878 NO 3
 SC1343'1973 CEMENTED IN A DRILL HOLE IN THE BARE BEDROCK, 8 FEET WEST OF
 SC1343'THE TOP EDGE OF THE CUTBANK.
 SC1343'
 SC1343'TO REACH THE STATION FROM KALAMA, GO NORTH ALONG INTERSTATE
 SC1343'HIGHWAY 5 (FREEWAY) FOR ABOUT 2 MILES TO THE BRIDGE OVER THE KALAMA
 SC1343'RIVER, CONTINUE NORTHWARD 0.6 MILE AND THE ROCKY MOUND IS ON THE
 SC1343'LEFT, ACROSS THE FREEWAY.  CONTINUE NORTHWARD UNTIL A U-TURN CAN
 SC1343'BE MADE, RETURN SOUTHBOUND ON THE FREEWAY TO THE ROCKY MOUND, PARK
 SC1343'THE VEHICLE AND PACK ALONG THE TRAIL UP THE NORTH SLOPE OF THE
 SC1343'MOUND, ALONG THE TOP OF THE WEST SIDE AND THEN EASTWARD TO THE
 SC1343'HIGH POINT, AT THE SOUTH SIDE OF THE MOUND AND THE STATION.  ABOUT
 SC1343'A 10 MINUTE PACK.
 SC1343'
 SC1343'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 SC1343'
 SC1343'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC1343'2-1/4 MILES NNW OF KALAMA.
 SC1343
 SC1343                          STATION RECOVERY (1989)
 SC1343
 SC1343'RECOVERY NOTE BY MINISTER AND GLAESER 1989
 SC1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2583 ***********************************************************************
 TR2583  DESIGNATION -  DRAYTON I
 TR2583  PID         -  TR2583
 TR2583  STATE/COUNTY-  WA/WHATCOM
 TR2583  USGS QUAD   -  BIRCH POINT (1994)
 TR2583
 TR2583                         *CURRENT SURVEY CONTROL
 TR2583  ___________________________________________________________________
 TR2583* NAD 83(1991)-  48 58 48.10052(N)    122 47 21.49162(W)     ADJUSTED  
 TR2583* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 TR2583  ___________________________________________________________________
 TR2583  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 TR2583  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 TR2583
 TR2583  HORZ ORDER  -  THIRD
 TR2583
 TR2583.The horizontal coordinates were established by classical geodetic methods
 TR2583.and adjusted by the National Geodetic Survey in December 1991..
 TR2583
 TR2583.The orthometric height was scaled from a topographic map.
 TR2583
 TR2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2583
 TR2583.The geoid height was determined by GEOID03.
 TR2583
 TR2583;                    North         East     Units Scale Factor Converg.
 TR2583;SPC WA N     -   221,977.826   356,828.390   MT  1.00005577   -1 27 22.5
 TR2583;SPC WA N     -   728,272.25  1,170,694.48   sFT  1.00005577   -1 27 22.5
 TR2583;UTM  10      - 5,425,256.971   515,417.050   MT  0.99960292   +0 09 32.3
 TR2583
 TR2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2583!SPC WA N     -   1.00000125  x   1.00005577  =   1.00005702
 TR2583!UTM  10      -   1.00000125  x   0.99960292  =   0.99960417
 TR2583
 TR2583:                Primary Azimuth Mark                     Grid Az
 TR2583:SPC WA N     -  SEMIAHMOO LIGHTHOUSE IBC                 017 06 39.0
 TR2583:UTM  10      -  SEMIAHMOO LIGHTHOUSE IBC                 015 29 44.2
 TR2583
 TR2583|---------------------------------------------------------------------|
 TR2583| PID    Reference Object                     Distance      Geod. Az  |
 TR2583|                                                           dddmmss.s |
 TR2583| TR2152 SEMIAHMOO LIGHTHOUSE IBC            APPROX. 1.4 KM 0153916.5 |
 TR2583| TR2582 CREEK                               APPROX. 4.4 KM 1143346.6 |
 TR2583|---------------------------------------------------------------------|
 TR2583
 TR2583                          SUPERSEDED SURVEY CONTROL
 TR2583
 TR2583  NAD 83(1986)-  48 58 48.07506(N)    122 47 21.46908(W) AD(       ) 3
 TR2583
 TR2583.Superseded values are not recommended for survey control.
 TR2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2583.See file dsdata.txt to determine how the superseded data were derived.
 TR2583
 TR2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV1541725257(NAD 83)
 TR2583_MARKER: H = DRILL HOLE
 TR2583_SETTING: 0 = UNSPECIFIED SETTING
 TR2583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2583
 TR2583  HISTORY     - Date     Condition        Report By
 TR2583  HISTORY     - 1888     MONUMENTED       CGS
 TR2583
 TR2583                          STATION DESCRIPTION
 TR2583
 TR2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1888
 TR2583'ON THE SOUTHWEST END OF THE OPEN PART OF THE SPIT DIVIDING SEMIAHMOO
 TR2583'BAY FROM DRAYTON HARBOR, 11 PACES FROM THE HIGHWATER MARK OF SEMIAHMOO
 TR2583'BAY AND 4 PACES FROM THAT OF DRAYTON HARBOR.
 TR2583'
 TR2583'STATION MARK--A DRILL HOLE IN A STONE BENEATH THE SURFACE OF THE
 TR2583'GROUND.  THE STATION WAS FOUND IN 1905 WITH 3 HUBS, 1.8 METERS APART,
 TR2583'SET IN LINE PARALLEL TO THE SHORE LINE.  THE MIDDLE HUB WAS OVER THE
 TR2583'STATION MARK.  A TELEGRAPH POLE STOOD 1.9 METERS FROM THE STATION
 TR2583'NEARLY AT RIGHT ANGLES WITH THE SHORE LINE AND TOWARD DRAYTON HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2743 ***********************************************************************
 TR2743  DESIGNATION -  DRAYTON ISLAND 2
 TR2743  PID         -  TR2743
 TR2743  STATE/COUNTY-  WA/WHATCOM
 TR2743  USGS QUAD   -  BIRCH POINT (1994)
 TR2743
 TR2743                         *CURRENT SURVEY CONTROL
 TR2743  ___________________________________________________________________
 TR2743* NAD 83(1986)-  48 58 55.     (N)    122 47 13.     (W)     SCALED    
 TR2743* NAVD 88     -         4.22   (+/-2cm)      13.8    (feet)  VERTCON   
 TR2743  ___________________________________________________________________
 TR2743  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 TR2743
 TR2743  VERT ORDER  -  THIRD ? (See Below)
 TR2743
 TR2743.The horizontal coordinates were scaled from a topographic map and have
 TR2743.an estimated accuracy of +/- 6 seconds.
 TR2743
 TR2743.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2743.The vertical order pertains to the NGVD 29 superseded value.
 TR2743
 TR2743.The geoid height was determined by GEOID03.
 TR2743
 TR2743;                    North         East    Units  Estimated Accuracy
 TR2743;SPC WA N     -   222,190.      357,010.      MT  (+/- 180 meters Scaled)
 TR2743
 TR2743                          SUPERSEDED SURVEY CONTROL
 TR2743
 TR2743  NGVD 29 (07/19/86)    3.00   (m)            9.8    (f) LEVELING    3  
 TR2743
 TR2743.Superseded values are not recommended for survey control.
 TR2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2743.See file dsdata.txt to determine how the superseded data were derived.
 TR2743
 TR2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV155254(NAD 83)
 TR2743_MARKER: DS = TRIANGULATION STATION DISK
 TR2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2743_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TR2743_STAMPING: DRAYTON ID 2 1939
 TR2743_MARK LOGO: CGS   
 TR2743_PROJECTION: FLUSH
 TR2743_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2743+STABILITY: SURFACE MOTION
 TR2743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2743+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1984
 TR2743
 TR2743  HISTORY     - Date     Condition        Report By
 TR2743  HISTORY     - 1939     MONUMENTED       CGS
 TR2743  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TR2743  HISTORY     - 1959     SEE DESCRIPTION  CGS
 TR2743  HISTORY     - 1970     SEE DESCRIPTION  LOCENG
 TR2743  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TR2743  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TR2743  HISTORY     - 1978     GOOD             NOS
 TR2743  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TR2743  HISTORY     - 19840802 GOOD             NGS
 TR2743
 TR2743                          STATION DESCRIPTION
 TR2743
 TR2743'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (BHR)
 TR2743'STATION IS ABOUT 300 METERS NORTHEASTWARD OF DRAYTON IS. 1858,
 TR2743'NEAR A BEND IN THE COUNTY ROAD RUNNING ON THE SPIT.  THE MARK IS
 TR2743'ON WEST SIDE OF ROAD DISTANT ABOUT 7 METERS AND IS ABOUT 11 METERS
 TR2743'FROM HWL OF SEMIAHMOO BAY.  THE MARK IS HIGHER THAN THE ROAD AND
 TR2743'IS IN GRASS.  A WILD PLUM TREE IS ABOUT 5 METERS OFF IN A
 TR2743'NORTHERLY DIRECTION.  A LARGE RECTANGULAR BUNK HOUSE (SHOWN ON
 TR2743'SKETCH) NEAR THE EAST SIDE OF THE NORTH END OF THE SPIT IS ON
 TR2743'RANGE WITH A NEARBY TELEPHONE POLE ACROSS THE ROAD.
 TR2743'SEMIAHMOO LT. SHOWS JUST RIGHT OF THE OFF-SHORE RANGE IN
 TR2743'SEMIAHMOO BAY.  REFERENCE MARKS ARE SET IN IRON DRAIN PIPE.
 TR2743'THE STATION MARK IS IN A 5-1/2 IN X 3 FT 8 IN IRON PIPE THAT
 TR2743'EXTENDS ABOUT 6 INCHES ABOVE SURFACE OF GROUND.
 TR2743'
 TR2743'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR2743'CONCRETE AS DESCRIBED IN NOTES 6A AND 13A.
 TR2743'
 TR2743'R.M. 1 IS ON THE LINE BETWEEN THE STATION AND THE ROW OF
 TR2743'TELEPHONE POLES GOING NORTHEASTWARD ALONG THE SPIT.  R.M. 2 IS ON
 TR2743'THE RANGE WITH A TELEPHONE POLE TO THE SOUTHWARD.
 TR2743
 TR2743                          STATION RECOVERY (1949)
 TR2743
 TR2743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 TR2743'STATION RECOVERED.  IT IS ABOUT 2 MILES SW OF THE TOWN OF BLAINE,
 TR2743'1 MILE SSW OF THE CANNERY AT SEMIAHMOO, ON THE W SIDE OF DRAYTON
 TR2743'HARBOR, ON THE SAND SPIT WHICH FORMS THE BARRIER REEF BETWEEN
 TR2743'DRAYTON HARBOR AND SEMIAHMOO BAY, ON THE W SIDE OF THE PRIVATE
 TR2743'ROAD WHICH LEADS TO THE CANNERY, 13.4 METERS WNW OF THE CENTER
 TR2743'LINE OF THE ROAD, 22 METERS SE OF THE HIGH-WATER LINE OF
 TR2743'SEMIAHMOO BAY, 32.5 METERS NW OF THE HIGH-WATER LINE IN DRAYTON
 TR2743'HARBOR.
 TR2743'
 TR2743'STATION MARK IS A BRONZE STATION DISK, STAMPED DRAYTON ID 2 1939
 TR2743'AND SET IN THE TOP OF A CONCRETE-FILLED 5-INCH GALVANIZED PIPE
 TR2743'WHICH PROJECTS 2 INCHES.  A WHITE WITNESS POST WAS SET 2 FEET NW
 TR2743'OF THE STATION MARK.
 TR2743'
 TR2743'REFERENCE MARK 1 IS NE OF THE STATION, ON THE N SIDE OF A DIM
 TR2743'TRACK ROAD LEADING TO THE BEACH ON SEMIAHMOO BAY.  IT IS A BRONZE
 TR2743'REFERENCE DISK STAMPED DRAYTON ID 2 1939 R M 1 AND SET IN THE TOP
 TR2743'OF A CONCRETE-FILLED 5-INCH GALVANIZED PIPE WHICH PROJECTS 2
 TR2743'INCHES ABOVE THE SURFACE OF THE GROUND.
 TR2743'
 TR2743'REFERENCE MARK 2 IS SW OF THE STATION, ON A SMALL GRASSY
 TR2743'KNOLL.  IT IS A BRONZE REFERENCE DISK, STAMPED DRAYTON ID 2 1939
 TR2743'R M 2 AND SET IN THE TOP OF A CONCRETE-FILLED CAST-IRON SOIL PIPE
 TR2743'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 TR2743
 TR2743                          STATION RECOVERY (1959)
 TR2743
 TR2743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJT)
 TR2743'STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 TR2743'
 TR2743'DESCRIPTION FOR THIS STATION IS ADEQUATE.
 TR2743
 TR2743                          STATION RECOVERY (1970)
 TR2743
 TR2743'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (KG)
 TR2743'DRAYTON ISLAND 2 LOOKS LIKE IT MAY BE TIPPED SHOULD BE CHECKED.
 TR2743'
 TR2743'DESCRIPTION GOOD WITH FOLLOWING ADDITION.  STATION 45 FT PLUS
 TR2743'WEST OF POWER POLE 21494.
 TR2743'
 TR2743'NOTE--MAY HAVE BEEN HIT AND TIPPED.
 TR2743
 TR2743                          STATION RECOVERY (1971)
 TR2743
 TR2743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TR2743'THE STATION MARK WAS FOUND TILTED TO THE NORTHEAST ABOUT 3
 TR2743'INCHES.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED.  REFERENCE MARK
 TR2743'NO. 2 WAS FOUND IN GOOD CONDITION.  THE STATION MARK WAS
 TR2743'STRAIGHTENED UP, AFTER WHICH THE MEASUREMENT TO REFERENCE MARK
 TR2743'NO. 2 CHECKED THE ORIGINAL MEASUREMENT.  REFERENCE MARK NO. 1 WAS
 TR2743'RESTAMPED NO 3 AND REPLANTED.
 TR2743'
 TR2743'THE STATION IS ON SEMIAHMOO SPIT, ABOUT 2 MILES SOUTHWEST OF
 TR2743'BLAINE, BETWEEN DRAYTON HARBOR AND SEMIAHMOO BAY, IN SECTION 2,
 TR2743'T 40 N, R 1 W.
 TR2743'
 TR2743'TO REACH FROM THE INTERSECTION OF PEACE PORTAL DRIVE AND H STREET
 TR2743'IN BLAINE, (1 BLOCK WEST OF THE POST OFFICE), GO SOUTH ON PEACE
 TR2743'PORTAL DRIVE FOR 1.75 MILES TO A CROSSROAD, TURN RIGHT AND GO
 TR2743'SOUTHERLY 0.95 MILE TO THE INTERSECTION OF BLAINE ROAD AND DRAYTON
 TR2743'HARBOR ROAD, TURN RIGHT AND FOLLOW THE ROAD ALONG THE EDGE OF THE
 TR2743'WATER FOR 0.95 MILE TO A FORK (LEFT FORK GOES TO BIRCH BAY),
 TR2743'KEEP RIGHT FORK 0.8 MILE TO A Y, KEEP RIGHT 1.5 MILES TO A Y,
 TR2743'KEEP RIGHT FORK, PASS THROUGH GATE AND FOLLOW THE BLACKTOP ROAD
 TR2743'ALONG THE SAND SPIT FOR 0.6 MILE POLE NO. 21494 ON THE RIGHT, A
 TR2743'TRACK ROAD LEFT TO THE BEACH, THE BEGINNING OF A CURVE TO THE
 TR2743'RIGHT AND THE STATION ON THE LEFT.
 TR2743'
 TR2743'THE STATION MARK, STAMPED DRAYTON ID 2 1939, IS A STANDARD DISK
 TR2743'SET IN A 6-INCH GALVANIZED PIPE WHICH PROJECTS 1 FOOT.  IT IS 52.7
 TR2743'FEET WEST-SOUTHWEST OF POWER POLE NO. 21494, 44 FEET WEST OF THE
 TR2743'CENTER OF THE BLACKTOP ROAD, 53 FEET SOUTH OF THE CENTER OF THE
 TR2743'TRACK ROAD TO THE BEACH, 43 FEET SOUTH-SOUTHEAST OF A METAL SIGN
 TR2743'SUPPORTED ON A 2-INCH PIPE, ABOUT 3 FEET HIGHER THAN THE ROAD
 TR2743'AND 1 FOOT EAST OF A METAL WITNESS POST.
 TR2743'
 TR2743'REFERENCE MARK NO. 2, STAMPED DRAYTON ID 2 NO 2 1939, IS A STANDARD
 TR2743'DISK SET IN A 4-INCH METAL PIPE FLUSH WITH THE GROUND, 63 FEET
 TR2743'SOUTHWEST OF POWER POLE NO. 21494, 27 FEET WEST OF THE CENTER OF
 TR2743'THE ROAD, 2 FEET LOWER THAN THE STATION AND ABOUT 1 FOOT HIGHER
 TR2743'THAN THE ROAD.
 TR2743'
 TR2743'REFERENCE MARK NO. 3, STAMPED DRAYTON ID 2 1939 NO 3 1971, IS A
 TR2743'STANDARD DISK SET IN A 4-INCH METAL PIPE WHICH PROJECTS 4
 TR2743'INCHES.  IT IS 29 FEET WEST OF THE CENTER OF THE ROAD, 12 FEET
 TR2743'NORTH OF THE CENTER OF THE TRACK ROAD TO THE BEACH AND ABOUT LEVEL
 TR2743'WITH THE BLACKTOP ROAD.
 TR2743'
 TR2743'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR2743'2 MILES SOUTHWEST OF BLAINE.
 TR2743
 TR2743                          STATION RECOVERY (1975)
 TR2743
 TR2743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JAY)
 TR2743'RECOVERED IN GOOD CONDITION AS DESCRIBED BY L.F.S.
 TR2743'
 TR2743'FOUND BOTH RMS SET MWP 6 IN W OF RM 2
 TR2743
 TR2743                          STATION RECOVERY (1978)
 TR2743
 TR2743'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 TR2743'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 TR2743'CONDITION.  IN THE APPROXIMATE POSITION OF REFERENCE MARK 1
 TR2743'A REFERENCE MARK WAS FOUND THAT WAS STAMPED RM 3.  A NEW
 TR2743'DESCRIPTION FOLLOWS.
 TR2743'
 TR2743'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF
 TR2743'BLAINE, ABOUT 1 MILE SOUTHWEST OF TONGUE POINT, AND ON
 TR2743'SEMIAHOO SPIT WHICH IS BETWEEN SEMIAHMOO BAY AND DRAYTON
 TR2743'HARBOR.
 TR2743'
 TR2743'TO REACH FROM THE POST OFFICE IN BLAINE GO WEST ON H STREET
 TR2743'0.1 MILE, TURN LEFT ON PEACE PORTAL DRIVE AND GO 1.9 MILES,
 TR2743'TURN RIGHT ON BLAINE ROAD AND GO 1.0 MILE, TURN RIGHT ON
 TR2743'DRAYTON HARBOR RD AND GO 1.0 MILE TO A ROAD FORK, KEEP
 TR2743'RIGHT ON DRAYTON HARBOR RD AND GO 0.8 MILE TO A ROAD FORK,
 TR2743'TAKE RIGHT FORK (DRAYTON ISLAND RD) AND GO 1.6 MILES TO A
 TR2743'ROAD FORK, TAKE RIGHT FORK (PRIVATE ROAD TO ALASKA PACKERS)
 TR2743'AND GO 0.65 MILE TO STATION ON LEFT ABOUT 50 FEET.
 TR2743'
 TR2743'THE STATION IS A STANDARD USC+GS DISK,
 TR2743'STAMPED---DRAYTON ID 2 1939---SET IN A 6 INCH IN DIAMETER
 TR2743'CONCRETE FILLED, IRON PIPE, PROJECTING 8 INCHES ABOVE
 TR2743'THE GROUND.  IT IS 60 FEET NORTHWEST OF THE CENTERLINE
 TR2743'OF A PAVED ROAD AND 1 FOOT SOUTH OF A STEEL WITNESS POST.
 TR2743'
 TR2743'REFERENCE MARK 2 IS A STANDARD USC+GS DISK,
 TR2743'STAMPED---DRAYTON ID 2 NO 2 1939---SET IN A 4 INCH IN
 TR2743'DIAMETER CONCRETE FILLED IRON PIPE PROJECTING 3 INCHES
 TR2743'ABOVE THE GROUND.  IT IS 0.6 FOOT SOUTH OF A STEEL WITNESS
 TR2743'POST.
 TR2743'
 TR2743'REFERENCE MARK 3 IS A STANDARD USC+GS DISK,
 TR2743'STAMPED---DRAYTON ID 2 1939 NO 3 1971---SET IN A 4 INCH IN
 TR2743'DIAMETER CONCRETE FILLED IRON PIPE PROJECTING 3 INCHES
 TR2743'ABOVE THE GROUND.  IT IS ABOUT 27 FEET NORTH OF THE
 TR2743'CENTERLINE OF A PAVED ROAD.
 TR2743'
 TR2743'HEIGHT OF THE SIGNAL WAS 1.74 METERS.
 TR2743
 TR2743                          STATION RECOVERY (1983)
 TR2743
 TR2743'RECOVERY NOTE BY US POWER SQUADRON 1983 (FME)
 TR2743'STATION AND REFERENCE MARK NOT RECOVERED POSSIBLY DUE TO
 TR2743'UPGRADING OF ROAD OF NEW MARINAL AND 1982 WINTER STORM DEPOSITING
 TR2743'BEACH GRAVEL ON HIGHER GROUNDS.
 TR2743'
 TR2743'THERE ARE NO POWER POLES TO USE AS REFERENCE POINTS - DETERMINED
 TR2743'APPROXIMATE LOCATION BY USE OF SEMIAHMOO LT SHOWS JUST RIGHT OF THE
 TR2743'OFF-SHORE RANGE IN SEMIAHMOO BAY.
 TR2743
 TR2743                          STATION RECOVERY (1984)
 TR2743
 TR2743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 TR2743'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF BLAINE, ON
 TR2743'THE SEIMAHOO SPIT BETWEEN DRAYTON ISLAND AND SEIMAHOO BAY. TO REACH
 TR2743'FROM THE POST OFFICE IN BLAINE, GO WEST ON H STREET FOR 0.16 KM (0.10
 TR2743'MI) TO A CROSS ROAD.  TURN LEFT AND GO SOUTH ON PEACE PORTAL DRIVE FOR
 TR2743'3.06 KM (1.90 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 TR2743'BLAINE ROAD FOR 1.61 KM (1.00 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 TR2743'AND GO NORTH ON DRAYTON ISLAND ROAD FOR 1.29 KM (0.80 MI) TO A FORK.
 TR2743'TAKE THE RIGHT FORK, DRAYTON ISLAND ROAD, FOR 1.04 KM (0.65 MI) TO A
 TR2743'RANGE MARKER ON THE RIGHT AND THE STATION ON THE LEFT. THE MARK IS SET
 TR2743'IN THE TOP OF A ROUND CONCETE MONUMENT THAT IS 0.15 M (0.49 FT) IN
 TR2743'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 8.949 M (29.360
 TR2743'FT) SOUTHWEST OF REFERENCE MARK 4, 8.291 M (27.201 FT) WEST OF
 TR2743'REFERENCE MARK 5, 18.3 M (60.0 FT) NORTHWEST OF THE CENTER OF THE
 TR2743'ROAD, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND AT THE STORM WATER
 TR2743'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3141 ***********************************************************************
 SY3141  DESIGNATION -  DRAYTON PASSAGE LT 2
 SY3141  PID         -  SY3141
 SY3141  STATE/COUNTY-  WA/PIERCE
 SY3141  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3141
 SY3141                         *CURRENT SURVEY CONTROL
 SY3141  ___________________________________________________________________
 SY3141* NAD 83(1991)-  47 10 41.03810(N)    122 44 35.37630(W)     ADJUSTED  
 SY3141* NAVD 88     -                                                        
 SY3141  ___________________________________________________________________
 SY3141  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 SY3141  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 SY3141
 SY3141  HORZ ORDER  -  THIRD
 SY3141
 SY3141.The horizontal coordinates were established by classical geodetic methods
 SY3141.and adjusted by the National Geodetic Survey in December 1991..
 SY3141
 SY3141
 SY3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3141
 SY3141.The geoid height was determined by GEOID03.
 SY3141
 SY3141;                    North         East     Units Scale Factor Converg.
 SY3141;SPC WA S     -   207,465.923   329,990.189   MT  0.99996818   -1 37 45.9
 SY3141;SPC WA S     -   680,661.12  1,082,642.81   sFT  0.99996818   -1 37 45.9
 SY3141;UTM  10      - 5,224,984.257   519,461.430   MT  0.99960465   +0 11 18.2
 SY3141
 SY3141                          SUPERSEDED SURVEY CONTROL
 SY3141
 SY3141  NAD 83(1986)-  47 10 41.03288(N)    122 44 35.38560(W) AD(       ) 4
 SY3141  NAD 27      -  47 10 41.67870(N)    122 44 30.92668(W) AD(       ) 3
 SY3141
 SY3141.Superseded values are not recommended for survey control.
 SY3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3141.See file dsdata.txt to determine how the superseded data were derived.
 SY3141
 SY3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1946124984(NAD 83)
 SY3141_MARKER: 14 = NAVIGATION LIGHT
 SY3141
 SY3141  HISTORY     - Date     Condition        Report By
 SY3141  HISTORY     - 1980     FIRST OBSERVED   NOS
 SY3141
 SY3141                          STATION DESCRIPTION
 SY3141
 SY3141'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY3141'THE STATION IS LOCATED ABOUT 10 MILES NNE FROM THE TOWN OF
 SY3141'OLYMPIA AND ABOUT 2 MILES SOUTH OF THE TOWN OF LONGBRANCH, EAST
 SY3141'OF, OFFSHORE OF DEVILS HEAD IN 23 FEET OF WATER.
 SY3141'THE STATION IS A FLASHING RED LIGHT ON A PILE OF STRUCTURE.
 SY3141'DESIGNATED AS NO. 2370 IN THE COAST GUARD PUBLICATION, LIGHT LIST
 SY3141'VOLUME 3, PACIFIC COAST AND PACIFIC ISLANDS, 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5709 ***********************************************************************
 SY5709  DESIGNATION -  DRAYTON PASSAGE LT LLNR 17280
 SY5709  PID         -  SY5709
 SY5709  STATE/COUNTY-  WA/PIERCE
 SY5709  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY5709
 SY5709                         *CURRENT SURVEY CONTROL
 SY5709  ___________________________________________________________________
 SY5709* NAD 83(1998)-  47 10 41.04598(N)    122 44 35.33498(W)     ADJUSTED  
 SY5709* NAVD 88     -         9.7    (meters)      32.     (feet)  VERTCON   
 SY5709  ___________________________________________________________________
 SY5709  X           -  -2,349,112.693 (meters)                     COMP
 SY5709  Y           -  -3,653,064.756 (meters)                     COMP
 SY5709  Z           -   4,655,234.001 (meters)                     COMP
 SY5709  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 SY5709  ELLIP HEIGHT-         -12.71  (meters)          (09/30/02) GPS OBS
 SY5709  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 SY5709
 SY5709  HORZ ORDER  -  THIRD
 SY5709  ELLP ORDER  -  FOURTH    CLASS I
 SY5709
 SY5709.The horizontal coordinates were established by GPS observations
 SY5709.and adjusted by the National Geodetic Survey in September 2002..
 SY5709.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY5709.DATUM ITEM on the data sheet items page.
 SY5709
 SY5709.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5709
 SY5709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY5709
 SY5709.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5709
 SY5709.The ellipsoidal height was determined by GPS observations
 SY5709.and is referenced to NAD 83.
 SY5709
 SY5709.The geoid height was determined by GEOID03.
 SY5709
 SY5709;                    North         East     Units Scale Factor Converg.
 SY5709;SPC WA S     -   207,466.142   329,991.065   MT  0.99996818   -1 37 45.9
 SY5709;SPC WA S     -   680,661.83  1,082,645.69   sFT  0.99996818   -1 37 45.9
 SY5709;UTM  10      - 5,224,984.503   519,462.298   MT  0.99960466   +0 11 18.2
 SY5709
 SY5709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5709!SPC WA S     -   1.00000199  x   0.99996818  =   0.99997017
 SY5709!UTM  10      -   1.00000199  x   0.99960466  =   0.99960665
 SY5709
 SY5709                          SUPERSEDED SURVEY CONTROL
 SY5709
 SY5709  NAD 83(1991)-  47 10 41.04145(N)    122 44 35.33995(W) AD(       ) 3
 SY5709  ELLIP H (12/09/91)  -12.47   (m)                       GP(       ) 4 1
 SY5709  NAD 83(1986)-  47 10 41.03624(N)    122 44 35.34790(W) AD(       ) 3
 SY5709  NGVD 29 (09/04/91)    8.7    (m)           29.     (f) GPS OBS        
 SY5709
 SY5709.Superseded values are not recommended for survey control.
 SY5709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5709.See file dsdata.txt to determine how the superseded data were derived.
 SY5709
 SY5709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1946224985(NAD 83)
 SY5709_MARKER: 14 = NAVIGATION LIGHT
 SY5709_MARK LOGO: SPEAR 
 SY5709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5709+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SY5709
 SY5709  HISTORY     - Date     Condition        Report By
 SY5709  HISTORY     - 1991     FIRST OBSERVED   SPEAR
 SY5709
 SY5709                          STATION DESCRIPTION
 SY5709
 SY5709'DESCRIBED BY JAY SPEARMAN CONSULTING ENGINEERS 1991
 SY5709'THE STATION IS AN AIDS-TO-NAVIGATION LIGHT. THE POINT SURVEYED WAS THE
 SY5709'APEX OF THE LIGHT. THIS SINGLE RED LIGHT IS MOUNTED ON A ALUMINUM
 SY5709'PLATFORM SUPPORTED BY A SINGLE STEEL PILE. THE PLATFORM HAS 3, 6
 SY5709'FT.  TALL TRIANGULAR DAY MARKS W/ A NO. 2 PAINTED ON EA. A LADDER
 SY5709'EXTENDS  FROM THE PLATFORM INTO THE WATER AT HIGH TIDE.  THE STATION
 SY5709'MAY BE    REACHED BY BOAT FROM THE DOCK AT OLYMPIA, WA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1222 ***********************************************************************
 SX1222  DESIGNATION -  DREAM
 SX1222  PID         -  SX1222
 SX1222  STATE/COUNTY-  WA/KING
 SX1222  USGS QUAD   -  GROTTO (1982)
 SX1222
 SX1222                         *CURRENT SURVEY CONTROL
 SX1222  ___________________________________________________________________
 SX1222* NAD 83(1991)-  47 37 39.00323(N)    121 28 23.39307(W)     ADJUSTED  
 SX1222* NAVD 88     -      1700.     (meters)    5577.     (feet)  SCALED    
 SX1222  ___________________________________________________________________
 SX1222  LAPLACE CORR-          11.44  (seconds)                    DEFLEC99
 SX1222  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 SX1222
 SX1222  HORZ ORDER  -  THIRD
 SX1222
 SX1222.The horizontal coordinates were established by classical geodetic methods
 SX1222.and adjusted by the National Geodetic Survey in December 1991..
 SX1222
 SX1222.The orthometric height was scaled from a topographic map.
 SX1222
 SX1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1222
 SX1222.The geoid height was determined by GEOID03.
 SX1222
 SX1222;                    North         East     Units Scale Factor Converg.
 SX1222;SPC WA N     -    69,966.681   451,911.232   MT  0.99997866   -0 28 34.9
 SX1222;SPC WA N     -   229,549.02  1,482,645.43   sFT  0.99997866   -0 28 34.9
 SX1222;SPC WA S     -   255,468.103   426,851.951   MT  1.00008067   -0 42 24.8
 SX1222;SPC WA S     -   838,148.27  1,400,430.11   sFT  1.00008067   -0 42 24.8
 SX1222;UTM  10      - 5,276,029.146   614,711.288   MT  0.99976170   +1 07 41.2
 SX1222
 SX1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1222!SPC WA N     -   0.99973672  x   0.99997866  =   0.99971538
 SX1222!SPC WA S     -   0.99973672  x   1.00008067  =   0.99981736
 SX1222!UTM  10      -   0.99973672  x   0.99976170  =   0.99949848
 SX1222
 SX1222                          SUPERSEDED SURVEY CONTROL
 SX1222
 SX1222  NAD 83(1986)-  47 37 38.99739(N)    121 28 23.38970(W) AD(       ) 3
 SX1222  NAD 27      -  47 37 39.60900(N)    121 28 19.03800(W) AD(       ) 3
 SX1222
 SX1222.Superseded values are not recommended for survey control.
 SX1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1222.See file dsdata.txt to determine how the superseded data were derived.
 SX1222
 SX1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT1471176029(NAD 83)
 SX1222
 SX1222  HISTORY     - Date     Condition        Report By
 SX1222  HISTORY     - 1936     MONUMENTED       WAGS
 SX1222
 SX1222                          STATION DESCRIPTION
 SX1222
 SX1222'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1222'STATION IS IN THE N CENTRAL PORTION OF KING COUNTY, BETWEEN THE
 SX1222'HEAD OF LENNOX CREEK AND THE W FORK OF MILLER RIVER, NEAR THE
 SX1222'SOUTHERN END OF A RIDGE RUNNING N AND S, AND NEAR THE HIGHEST
 SX1222'POINT.
 SX1222'
 SX1222'STATION IS MARKED BY A STANDARD STATE SURVEY DISK.
 SX1222'
 SX1222'TO REACH FROM SKYKOMISH GO NW ON STATE HIGHWAY 15 ABOUT 2 MILES
 SX1222'TO MILLER RIVER, GO S ON ROAD UP MILLER RIVER ABOUT 3-1/2 MILES
 SX1222'TO LAKE DOROTHY TRAIL.  CONTINUE UP W FORK ABOUT 2 MILES TO WHAT
 SX1222'IS KNOWN AS CONEY BASIN, FROM END OF ROAD CONTINUE UP RIVER ABOUT
 SX1222'1-1/2 MILES ON OLD ABANDONED ROAD TO JACK MALONEYS CABIN, AT
 SX1222'CABIN, TRAIL FORKS, ONE FORK GOING UP RIVER AND OTHER UP SIDE OF
 SX1222'RIDGE (SIGN CLEOPATRA AND SILVER STAR MINE), PROCEED UP LATTER
 SX1222'FORK INTO ROCK SLIDE AND CREEK BOTTOM TO OLD MINE AND S EDGE
 SX1222'OF ROCK SLIDE, FROM MINE SWING AROUND TO E AND UP RIDGE TO THE
 SX1222'W.  A 6-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1531 ***********************************************************************
 TR1531  DESIGNATION -  DREDGE
 TR1531  PID         -  TR1531
 TR1531  STATE/COUNTY-  WA/JEFFERSON
 TR1531  USGS QUAD   -  NORDLAND (1973)
 TR1531
 TR1531                         *CURRENT SURVEY CONTROL
 TR1531  ___________________________________________________________________
 TR1531* NAD 83(1991)-  48 01 11.63070(N)    122 42 32.76703(W)     ADJUSTED  
 TR1531* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 TR1531  ___________________________________________________________________
 TR1531  LAPLACE CORR-         -11.10  (seconds)                    DEFLEC99
 TR1531  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 TR1531
 TR1531  HORZ ORDER  -  SECOND
 TR1531
 TR1531.The horizontal coordinates were established by classical geodetic methods
 TR1531.and adjusted by the National Geodetic Survey in December 1991..
 TR1531
 TR1531.The orthometric height was scaled from a topographic map.
 TR1531
 TR1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1531
 TR1531.The geoid height was determined by GEOID03.
 TR1531
 TR1531;                    North         East     Units Scale Factor Converg.
 TR1531;SPC WA N     -   115,099.380   360,095.669   MT  0.99994371   -1 23 47.6
 TR1531;SPC WA N     -   377,621.88  1,181,413.87   sFT  0.99994371   -1 23 47.6
 TR1531;UTM  10      - 5,318,552.677   521,691.331   MT  0.99960578   +0 12 58.5
 TR1531
 TR1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1531!SPC WA N     -   1.00000140  x   0.99994371  =   0.99994511
 TR1531!UTM  10      -   1.00000140  x   0.99960578  =   0.99960718
 TR1531
 TR1531|---------------------------------------------------------------------|
 TR1531| PID    Reference Object                     Distance      Geod. Az  |
 TR1531|                                                           dddmmss.s |
 TR1531| CF8643 DREDGE RM 2                           5.805 METERS 09554     |
 TR1531| TR1515 NARROWS                             APPROX. 1.4 KM 2565220.9 |
 TR1531| TR1520 PORTAGE CANAL OAK BAY WHITE LT      APPROX. 1.2 KM 2885922.8 |
 TR1531| TR1518 OAK BAY CHANNEL LIGHT               APPROX. 1.2 KM 2891153.7 |
 TR1531| TR1538 OAK BAY LIGHT                       APPROX. 1.2 KM 2894057.3 |
 TR1531| TR1548 PORTAGE CANAL POWER POLE            APPROX. 1.4 KM 2925724.9 |
 TR1531| CF8642 DREDGE RM 1                           6.946 METERS 35353     |
 TR1531|---------------------------------------------------------------------|
 TR1531
 TR1531                          SUPERSEDED SURVEY CONTROL
 TR1531
 TR1531  NAD 83(1986)-  48 01 11.62971(N)    122 42 32.77216(W) AD(       ) 2
 TR1531  NAD 27      -  48 01 12.30700(N)    122 42 28.18700(W) AD(       ) 2
 TR1531
 TR1531.Superseded values are not recommended for survey control.
 TR1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1531.See file dsdata.txt to determine how the superseded data were derived.
 TR1531
 TR1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2169118553(NAD 83)
 TR1531_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1531
 TR1531  HISTORY     - Date     Condition        Report By
 TR1531  HISTORY     - 1934     MONUMENTED       CGS
 TR1531  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1531  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1531  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1531  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR1531
 TR1531                          STATION DESCRIPTION
 TR1531
 TR1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 TR1531'STATION DREDGE IS LOCATED ON THE NE SIDE OF OAK BAY, ON A
 TR1531'PROMINENT POINT ABOUT 1.1 NAUTICAL MILES NW OF THE ENTRANCE AND
 TR1531'ABOUT 0.6 MILE SE OF THE CHANNEL LIGHT AT THE HEAD OF THE BAY.  THE
 TR1531'STATION IS ABOUT 25 FEET ABOVE MEAN HIGH WATER.  IT IS INSHORE
 TR1531'FROM THE BLUFF LINE ABOUT 4 METERS AND 20 METERS W OF THE ROAD.
 TR1531'A PROMINENT FIR TREE ON THE BLUFF LINE IS ABOUT 3 METERS SW OF
 TR1531'THE STATION.  IN THIS TREE THERE IS A TRIANGULAR BLAZE.
 TR1531'
 TR1531'STATION MARK AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 TR1531'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 TR1531'
 TR1531'STATION IS STAMPED DREDGE 1934.
 TR1531'
 TR1531'REFERENCE MARK NO.1 IS NE OF THE STATION IN THE CENTER OF PATH
 TR1531'LEADING FROM THE ROAD.
 TR1531'
 TR1531'REFERENCE MARK NO.2 IS IN THE SOUTHEASTERLY DIRECTION FROM THE
 TR1531'STATION.
 TR1531
 TR1531                          STATION RECOVERY (1941)
 TR1531
 TR1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1531'THIS STATION WAS RECOVERED IN GOOD CONDITION WITHOUT THE USE OF
 TR1531'THE ORIGINAL DESCRIPTION.  REFERENCE MARK NO.2 WAS NOT RECOVERED,
 TR1531'BUT THIS MARK UNDOUBTEDLY STILL EXISTS.  THE CORRECT DISTANCE TO
 TR1531'REFERENCE MARK NO.1 IS 6.947 METERS AS AGAINST 6.99 METERS IN THE
 TR1531'ORIGINAL DESCRIPTION.  A NEW CORRECT DESCRIPTION FOLLOWS WHICH
 TR1531'DIFFERS FROM THE ORIGINAL IN DETAILS ONLY.
 TR1531'
 TR1531'THIS STATION IS LOCATED ON THE NE SIDE OF OAK BAY ON A ROUNDED
 TR1531'POINT ABOUT 0.7 MILE SE OF THE S END OF PORTAGE CANAL, AND 1.1
 TR1531'MILES NW OF N ENTRANCE POINT TO OAK BAY.  IT IS ON TOP OF BLUFF,
 TR1531'APPROXIMATE ELEVATION ABOUT 30 FEET ABOVE MEAN HIGH WATER, 2.7
 TR1531'METERS INSHORE FROM BLUFF EDGE, 4.2 METERS NE OF A
 TR1531'TRIANGULAR-BLAZED FIR TREE ABOUT 14 INCHES IN DIAMETER, AND
 TR1531'APPROXIMATELY 20 METERS W OF ROAD.
 TR1531'
 TR1531'MARKED WITH A 5- BY 5-INCH CONCRETE MONUMENT CONTAINING A BRONZE
 TR1531'DISK STAMPED DREDGE 1934.  PROJECTS 2 INCHES ABOVE THE SURFACE.
 TR1531'
 TR1531'REFERENCE MARK NO.1 IS A 5- BY 5-INCH CONCRETE MONUMENT
 TR1531'CONTAINING A BRONZE DISK STAMPED NO.1, 1934.  IT IS FLUSH WITH THE
 TR1531'SURFACE, NE OF THE STATION, AND ABOUT 6 METERS INSHORE FROM THE
 TR1531'BLUFF EDGE.
 TR1531'
 TR1531'REFERENCE MARK NO.2 IS SE OF THE STATION.  MARKED BY A BRONZE
 TR1531'DISK SET IN CONCRETE, AS DESCRIBED IN NOTE 11A.
 TR1531
 TR1531                          STATION RECOVERY (1941)
 TR1531
 TR1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LDG)
 TR1531'THE STATION IS A BRONZE DISK STAMPED DREDGE 1934 SET IN THE TOP
 TR1531'OF AN 8- BY 8-INCH CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 TR1531'THE GROUND ON THE NE SIDE OF OAK BAY, ON A PROMINENT POINT AND
 TR1531'BLUFF ABOUT 1.1 NAUTICAL MILES NW OF THE ENTRANCE TO THE BAY AND
 TR1531'ABOUT 0.6 NAUTICAL MILE SE OF THE CHANNEL LIGHT AT THE HEAD OF
 TR1531'THE BAY.  THE STATION IS ABOUT 36 FEET ABOVE MEAN HIGH WATER.
 TR1531'IT IS INSHORE FROM THE BLUFF LINE ABOUT 4 METERS AND 20 METERS W
 TR1531'OF THE PAVED HIGHWAY.  THERE IS A TRIANGULAR BLAZE ON A
 TR1531'PROMINENT FIR TREE ON THE BLUFF LINE ABOUT 4.15 METERS SW OF
 TR1531'THE STATION.  STATION IS ABOUT 950 FEET S OF WHERE
 TR1531'THE BLUFF LINE BREAKS DOWN TO THE GRAVEL BEACH AND WHERE A
 TR1531'ROAD RUNS DOWN TO THE BEACH FROM THE HIGHWAY TO A GRAVEL
 TR1531'PIT.
 TR1531'
 TR1531'REFERENCE MARK NO.1 IS A BRONZE DISK STAMPED DREDGE NO.1 SET
 TR1531'IN THE TOP OF AN 8- BY 8-INCH CONCRETE MONUMENT FLUSH WITH THE
 TR1531'GROUND AND NE OF THE STATION.
 TR1531'
 TR1531'REFERENCE MARK NO.2 IS A BRONZE DISK STAMPED DREDGE NO.2 SET IN
 TR1531'THE TOP OF AN 8- BY 8-INCH CONCRETE MONUMENT FLUSH WITH THE GROUND
 TR1531'AND SOUTHEASTERLY FROM THE STATION.
 TR1531'
 TR1531'REFERENCE MARK NO.1 - 6.95 METERS.
 TR1531'
 TR1531'REFERENCE MARK NO.2 - 5.82 METERS.
 TR1531
 TR1531                          STATION RECOVERY (1961)
 TR1531
 TR1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1531'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1531'CONDITION.  LOCATED ON TOP OF THE BLUFF, ON THE SOUTHWEST SIDE
 TR1531'OF INDIAN ISLAND, ABOUT 3/4 MILE SOUTHEAST OF THE SOUTH ENTRANCE
 TR1531'OF THE PORT TOWNSEND CANAL, ON THE EAST SHORE OF OAK BAY.
 TR1531'
 TR1531'THE STATION IS A STANDARD DISK STAMPED DREDGE 1934 SET IN THE
 TR1531'TOP OF A 6-INCH SQUARE CONCRETE MONUMENT, PROJECTING 2 INCHES
 TR1531'ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 100 FEET WEST OF
 TR1531'A PAVED ROAD, 13 FEET NORTH OF A 16-INCH FIR TREE WITH A
 TR1531'TRIANGULAR BLAZE, 11 FEET NORTHEAST OF THE TOP OF THE BLUFF,
 TR1531'ABOUT 35 FEET ABOVE MEAN HIGH WATER.
 TR1531'
 TR1531'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 1 1934 SET IN THE
 TR1531'TOP OF A 6-INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE SURFACE
 TR1531'OF THE GROUND.
 TR1531'
 TR1531'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 2 1934 SET IN THE
 TR1531'TOP OF A 6-INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE SURFACE
 TR1531'OF THE GROUND.
 TR1531
 TR1531                          STATION RECOVERY (1966)
 TR1531
 TR1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JGG)
 TR1531'RECOVERED AS DESCRIBED.  RM 1 RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1040 ***********************************************************************
 TP1040  DESIGNATION -  DREDGE
 TP1040  PID         -  TP1040
 TP1040  STATE/COUNTY-  WA/FERRY
 TP1040  USGS QUAD   -  MILLER MTN (1994)
 TP1040
 TP1040                         *CURRENT SURVEY CONTROL
 TP1040  ___________________________________________________________________
 TP1040* NAD 83(1991)-  48 03 30.20366(N)    118 16 57.50545(W)     ADJUSTED  
 TP1040* NAVD 88     -       534.33   (+/-2cm)    1753.0    (feet)  VERTCON   
 TP1040  ___________________________________________________________________
 TP1040  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 TP1040  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 TP1040
 TP1040  HORZ ORDER  -  SECOND
 TP1040  VERT ORDER  -  THIRD ? (See Below)
 TP1040
 TP1040.The horizontal coordinates were established by classical geodetic methods
 TP1040.and adjusted by the National Geodetic Survey in December 1991..
 TP1040
 TP1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1040.The vertical order pertains to the NGVD 29 superseded value.
 TP1040
 TP1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1040
 TP1040.The geoid height was determined by GEOID03.
 TP1040
 TP1040;                    North         East     Units Scale Factor Converg.
 TP1040;SPC WA N     -   120,824.478   690,085.787   MT  0.99994279   +1 53 56.6
 TP1040;SPC WA N     -   396,404.97  2,264,056.45   sFT  0.99994279   +1 53 56.6
 TP1040;UTM  11      - 5,323,585.812   404,429.650   MT  0.99971223   -0 57 14.9
 TP1040
 TP1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1040!SPC WA N     -   0.99991921  x   0.99994279  =   0.99986200
 TP1040!UTM  11      -   0.99991921  x   0.99971223  =   0.99963146
 TP1040
 TP1040:                Primary Azimuth Mark                     Grid Az
 TP1040:SPC WA N     -  ME CHURCH SPIRE                          020 58 48.8
 TP1040:UTM  11      -  ME CHURCH SPIRE                          023 50 00.3
 TP1040
 TP1040|---------------------------------------------------------------------|
 TP1040| PID    Reference Object                     Distance      Geod. Az  |
 TP1040|                                                           dddmmss.s |
 TP1040| TP1050 ME CHURCH SPIRE                     APPROX. 1.4 KM 0225245.4 |
 TP1040| TP1013 FRUITLAND                           APPROX. 4.4 KM 0772118.2 |
 TP1040| CF1365 DREDGE RM 1                           9.078 METERS 24611     |
 TP1040|---------------------------------------------------------------------|
 TP1040
 TP1040                          SUPERSEDED SURVEY CONTROL
 TP1040
 TP1040  NAD 83(1986)-  48 03 30.21439(N)    118 16 57.50103(W) AD(       ) 2
 TP1040  NAD 27      -  48 03 30.63300(N)    118 16 53.54200(W) AD(       ) 2
 TP1040  NGVD 29 (07/19/86)  533.09   (m)         1749.0    (f) LEVELING    3  
 TP1040
 TP1040.Superseded values are not recommended for survey control.
 TP1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1040.See file dsdata.txt to determine how the superseded data were derived.
 TP1040
 TP1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP0443023586(NAD 83)
 TP1040_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1040_SETTING: 66 = SET IN ROCK OUTCROP
 TP1040_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP1040
 TP1040  HISTORY     - Date     Condition        Report By
 TP1040  HISTORY     - 1935     MONUMENTED       BOR
 TP1040
 TP1040                          STATION DESCRIPTION
 TP1040
 TP1040'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 TP1040'STATION IS LOCATED IN NW 1/4 SEC. 33, T. 30 N., R. 36 E. WM, ON
 TP1040'GRANITE OUTCROP, HIGHEST POINT OF AN UNPROMINENT TIMBER-COVERED
 TP1040'RIDGE.  SEVERAL LARGE AND SMALL TREES WERE FELLED AROUND STATION
 TP1040'FOR SIGHT LANES.
 TP1040'
 TP1040'REACHED FROM GEROME VIA FERRY.  LEAVE FERRY, 0.0 MILES.  0.1,
 TP1040'LEFT FORK.  0.5, RIGHT AT JUNCTION.  1.7, LEFT FORK UP STEEP DRAW
 TP1040'(NOT FEASIBLE IN WET WEATHER).  2.3, SHARP LEFT REVERSE.  2.95,
 TP1040'RIGHT REVERSE ON OLD ROAD.  3.0, LEFT OFF OLD ROAD, CROSS COUNTRY
 TP1040'UP HILL.  3.15, LEAVE CAR, WALK 100 YARDS UP HILL TO STATION.
 TP1040'
 TP1040'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 TP1040'RESPECTIVELY.
 TP1040'
 TP1040'HEIGHT OF STAND ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3747 ***********************************************************************
 SY3747  DESIGNATION -  DREW
 SY3747  PID         -  SY3747
 SY3747  STATE/COUNTY-  WA/KING
 SY3747  USGS QUAD   -  
 SY3747
 SY3747                         *CURRENT SURVEY CONTROL
 SY3747  ___________________________________________________________________
 SY3747* NAD 83(1991)-  47 38 05.13547(N)    122 10 25.28147(W)     ADJUSTED  
 SY3747* NAVD 88     -       133.37   (+/-2cm)     437.6    (feet)  VERTCON   
 SY3747  ___________________________________________________________________
 SY3747  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 SY3747  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY3747
 SY3747  HORZ ORDER  -  SECOND
 SY3747  VERT ORDER  -  THIRD ? (See Below)
 SY3747
 SY3747.The horizontal coordinates were established by classical geodetic methods
 SY3747.and adjusted by the National Geodetic Survey in December 1991..
 SY3747
 SY3747.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3747.The vertical order pertains to the NGVD 29 superseded value.
 SY3747
 SY3747.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3747
 SY3747.The geoid height was determined by GEOID03.
 SY3747
 SY3747;                    North         East     Units Scale Factor Converg.
 SY3747;SPC WA N     -    71,450.980   399,278.847   MT  0.99997759   -0 59 52.5
 SY3747;SPC WA N     -   234,418.76  1,309,967.35   sFT  0.99997759   -0 59 52.5
 SY3747;UTM  10      - 5,276,037.324   562,072.680   MT  0.99964735   +0 36 38.0
 SY3747
 SY3747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3747!SPC WA N     -   0.99998280  x   0.99997759  =   0.99996039
 SY3747!UTM  10      -   0.99998280  x   0.99964735  =   0.99963016
 SY3747
 SY3747|---------------------------------------------------------------------|
 SY3747| PID    Reference Object                     Distance      Geod. Az  |
 SY3747|                                                           dddmmss.s |
 SY3747| CF6535 DREW RM                               5.090 METERS 15325     |
 SY3747| SY3668 CHURCH 1938                         APPROX. 3.2 KM 2101427.3 |
 SY3747| SY3817 DREW 1936 WP                         10.040 METERS 28821     |
 SY3747| SY3816 STREET MON                           22.310 METERS 33349     |
 SY3747|---------------------------------------------------------------------|
 SY3747
 SY3747                          SUPERSEDED SURVEY CONTROL
 SY3747
 SY3747  NAD 83(1986)-  47 38 05.12821(N)    122 10 25.28701(W) AD(       ) 2
 SY3747  NAD 27      -  47 38 05.77100(N)    122 10 20.84700(W) AD(       ) 2
 SY3747  NGVD 29 (07/19/86)  132.28   (m)          434.0    (f) LEVELING    3  
 SY3747
 SY3747.Superseded values are not recommended for survey control.
 SY3747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3747.See file dsdata.txt to determine how the superseded data were derived.
 SY3747
 SY3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6207376037(NAD 83)
 SY3747_MARKER: Z = SEE DESCRIPTION
 SY3747_SETTING: 0 = UNSPECIFIED SETTING
 SY3747
 SY3747  HISTORY     - Date     Condition        Report By
 SY3747  HISTORY     - 1937     MONUMENTED       WAGS
 SY3747  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY3747  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY3747
 SY3747                          STATION DESCRIPTION
 SY3747
 SY3747'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY3747'STATION IS IN SW 1/4 OF SE 1/4 OF SEC. 21, T.25, R.5.  IT IS LOCATED
 SY3747'ON RIDGE ABOUT 2 MILES S OF KIRKLAND AND 1-1/2 MILES E OF THE
 SY3747'KIRKLAND-BELLEVUE HIGHWAY.
 SY3747'
 SY3747'STATION IS MARKED BY A STANDARD STATE SURVEY DISK SET IN A CONCRETE
 SY3747'MONUMENT FLUSH WITH THE GROUND.
 SY3747'
 SY3747'REFERENCE MARK IS SIMILAR AND SET 16.7 FEET MAGNETIC S 50 DEG E FROM
 SY3747'STATION.
 SY3747'
 SY3747'STATION IS REACHED AS FOLLOWS--FROM REX DRUG STORE IN KIRKLAND RUN 2
 SY3747'MILES S ON KIRKLAND-BELLEVUE HIGHWAY TO GRAVEL ROAD ON LEFT LEADING
 SY3747'E TO NORTHUP.  CONTINUE 1.2 MILES, CROSS BRIDGE OVER RAILROAD.  RUN
 SY3747'0.1 MILE AND TAKE GRAVEL ROAD ON LEFT RUNNING E UP HILL.  RUN 0.3
 SY3747'MILE TO PRIVATE ROAD ON LEFT.  TAKE PRIVATE ROAD TO HOUSE OWNED BY
 SY3747'LULU E. DREW, WHICH IS AT SW PART OF RIDGE IN 10-ACRE ORCHARD.
 SY3747'STATION LIES 5 FEET N OF AN E-W FENCE, 40.1 FEET NW OF A TACK (3 FEET
 SY3747'ABOVE GROUND) IN A 6-INCH APPLE TREE, ABOUT 206 FEET NW OF A TACK
 SY3747'IN A SMALL HOUSE, 132.7 FEET W OF A TACK IN S SIDE OF A 2-FOOT CHERRY
 SY3747'TREE, 11.8 FEET S OF A TACK (1.5 FEET ABOVE GROUND) IN A 3-INCH
 SY3747'CHERRY TREE, APPROXIMATELY 398.5 FEET SE OF A RED MARK ON A POWER
 SY3747'TOWER, 21.8 FEET SE OF A TACK (1 FOOT ABOVE GROUND) IN A 3-INCH
 SY3747'CHERRY TREE, AND ABOUT 164 FEET NE OF A BLAZE (3 FEET ABOVE GROUND)
 SY3747'IN A 14-INCH SPRUCE TREE. (FRUIT TREES NOT BLAZED.)
 SY3747
 SY3747                          STATION RECOVERY (1943)
 SY3747
 SY3747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY3747'DESCRIPTION GOOD.  MARKS ARE BRONZE DISKS.  PROPERTY NO LONGER
 SY3747'BELONGS TO DREW.  STATION IS BURIED ABOUT 4 INCHES.  REFERENCE MARK
 SY3747'ABOUT 2 INCHES.  OLD FENCE IS DOWN, BUT POSITION OF IT IS STILL
 SY3747'CLEAR.
 SY3747'
 SY3747'STATION IS JUST S OF YOUNG PIE CHERRY ORCHARD.  TWO REFERENCE
 SY3747'POINTS, PREVIOUSLY MENTIONED, ARE THE FIFTH AND SIXTH TREES,
 SY3747'COUNTED FROM E, IN THE S ROW OF THESE CHERRY TREES.
 SY3747'
 SY3747'THE 6-INCH APPLE TREE NOTED IS THE NEAREST AND NW OF 4 OR 5 YOUNG
 SY3747'APPLE TREES.
 SY3747
 SY3747                          STATION RECOVERY (1955)
 SY3747
 SY3747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSH)
 SY3747'STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SY3747'
 SY3747'REFERENCE MARK WAS NOT FOUND.
 SY3747'
 SY3747'BOTH STATION AND REFERENCE MARKS WILL BE DESTROYED IMMEDIATELY BY
 SY3747'GRADING FOR NEW HOME CONSTRUCTION.
 SY3747'
 SY3747'WITNESS POST IS A 2- BY 2-IN. LOT STAKE DRIVEN FLUSH WITH THE
 SY3747'GROUND, AT THE EDGE OF AN EASEMENT FOR A WATER MAIN RUNNING N-S TO
 SY3747'THE W OF THE STATION.
 SY3747'
 SY3747'STREET MONUMENT IS A COPPER PLUG IN A CONCRETE MONUMENT, SET 6 IN.
 SY3747'BELOW THE SURFACE, ENCASED IN A CAST-IRON MONUMENT BOX WITH THE
 SY3747'COVER FLUSH WITH THE PAVEMENT, LOCATED IN THE CENTER OF NE 28TH
 SY3747'STREET AT THE POINT OF CORVATURE OF THE CURVE TO THE N, NEAR THE
 SY3747'CORNER OF PLATTED 124TH AVENUE NORTHEAST, NORTHRUP HEIGHTS
 SY3747'ADDITION.  E-82 KCAS IS A STANDARD KING COUNTY AERIAL SURVEY TRAVERSE
 SY3747'DISK, SET IN A CONCRETE MONUMENT PROJECTING ABOUT 4 IN. ABOVE THE
 SY3747'GROUND.  COUNTY RECORDS SHOW IT TO BE 879.12 FT., AZIMUTH 358 DEG 55
 SY3747'MIN 10.1 SEC (GRID) FROM STATION DREW, LAMBERT COORDINATES X =
 SY3747'1,669,861.728, Y = 233,598.164 FT.
 SY3747'
 SY3747'TO REACH STATION DREW FROM THE LAKE WASHINGTON FLOATING BRIDGE, GO
 SY3747'N ALONG 108TH AVENUE (THROUGH THE BUSINESS SECTION OF BELLEVUE) TO
 SY3747'THE TRAFFIC SIGNAL AT N.E. 8TH STREET TURN RIGHT (E), GO 0.75 MI. TO
 SY3747'116TH AVENUE NE, TURN LEFT (N), GO 1.1 MI. TO NORTHRUP WAY, TURN
 SY3747'RIGHT (E-SE), GO 0.3 MI. TO A Y AT NE 24TH STREET, TAKE THE LEFT
 SY3747'FORK, GO 0.4 MI. E TO THE TOP OF A HILL AT 126TH AVENUE NORTHEAST,
 SY3747'TURN LEFT (N), GO 0.2 MI. TO N.E. 28TH STREET, TURN LEFT (W), GO ONE
 SY3747'BLOCK TO THE BEGINNING OF A CURVE TO THE N, WHICH IS THE VICINITY
 SY3747'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3744 ***********************************************************************
 SY3744  DESIGNATION -  DREW 2 1956
 SY3744  PID         -  SY3744
 SY3744  STATE/COUNTY-  WA/KING
 SY3744  USGS QUAD   -  
 SY3744
 SY3744                         *CURRENT SURVEY CONTROL
 SY3744  ___________________________________________________________________
 SY3744* NAD 83(1991)-  47 38 05.44089(N)    122 10 25.68754(W)     ADJUSTED  
 SY3744* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 SY3744  ___________________________________________________________________
 SY3744  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 SY3744  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY3744
 SY3744  HORZ ORDER  -  THIRD
 SY3744
 SY3744.The horizontal coordinates were established by classical geodetic methods
 SY3744.and adjusted by the National Geodetic Survey in December 1991..
 SY3744.No horizontal observational check was made to the station.
 SY3744
 SY3744.The orthometric height was scaled from a topographic map.
 SY3744
 SY3744.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3744
 SY3744.The geoid height was determined by GEOID03.
 SY3744
 SY3744;                    North         East     Units Scale Factor Converg.
 SY3744;SPC WA N     -    71,460.558   399,270.536   MT  0.99997758   -0 59 52.8
 SY3744;SPC WA N     -   234,450.18  1,309,940.08   sFT  0.99997758   -0 59 52.8
 SY3744;UTM  10      - 5,276,046.662   562,064.106   MT  0.99964733   +0 36 37.7
 SY3744
 SY3744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3744!SPC WA N     -   0.99998285  x   0.99997758  =   0.99996043
 SY3744!UTM  10      -   0.99998285  x   0.99964733  =   0.99963018
 SY3744
 SY3744                          SUPERSEDED SURVEY CONTROL
 SY3744
 SY3744  NAD 83(1986)-  47 38 05.43363(N)    122 10 25.69308(W) AD(       ) 3
 SY3744  NAD 27      -  47 38 06.07600(N)    122 10 21.25300(W) AD(       ) 3
 SY3744
 SY3744.Superseded values are not recommended for survey control.
 SY3744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3744.See file dsdata.txt to determine how the superseded data were derived.
 SY3744
 SY3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6206476047(NAD 83)
 SY3744_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3744+STABILITY: SURFACE MOTION
 SY3744
 SY3744  HISTORY     - Date     Condition        Report By
 SY3744  HISTORY     - 1956     MONUMENTED       CGS
 SY3744
 SY3744                          STATION DESCRIPTION
 SY3744
 SY3744'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSH)
 SY3744'LOCATED IN THE CHERRY CREST SECTION OF THE NORTHRUP HEIGHTS
 SY3744'ADDITION (OUTSIDE THE PRESENT CITY LIMITS OF BELLEVUE) ON THE
 SY3744'PREMISES OF PRIVATE PROPERTY AND RESIDENCE IN CONSTRUCTION ON THE
 SY3744'SOUTH SIDE OF NE 28TH STREET, WEST FROM 126TH AVENUE NE.  NE 28TH
 SY3744'STREET MAKES A TURN INTO A CURVE TO THE NORTH BEGINNING OPPOSITE THE
 SY3744'WEST PROPERTY LINE.  THE STREET MONUMENT, A COPPER PLUG IN A
 SY3744'CONCRETE POST SET 6 IN. BELOW THE SURFACE AND ENCASED IN A
 SY3744'CAST-IRON MONUMENT BOX, IT SET ON THE CENTER LINE OF NE 28TH ST. AT
 SY3744'THE POINT OF CURVATURE TO THE NORTH.
 SY3744'
 SY3744'THE STATION MARK IS A STANDARD DISK AND WITH THE UNDERGROUND MARK
 SY3744'STAMPED DREW 2 1956, PRESENTLY 8 IN BELOW THE SURFACE.  NO
 SY3744'REFERENCE MARKS SET BECAUSE OF PRESENT STREET IMPROVEMENT IN
 SY3744'PROGRESS.
 SY3744'
 SY3744'THE LOCATION OF THE STATION WAS DETERMINED ON THE BASIS OF
 SY3744'MEASUREMENTS AND DIRECTIONS TAKEN 2 DECEMBER 1955, BEFORE THE
 SY3744'DESTRUCTION OF THE STATION AND REFERENCE MARK FOR STATION DREW 1938.
 SY3744'
 SY3744'TO REACH FROM BELLEVUE, AT INTERSECTION OF 108TH AVE. AND NE 8TH
 SY3744'ST., GO EAST ON NE 8TH ST. FOR 0.75 MILE WHEN TURN LEFT (N) ONTO
 SY3744'116TH AVE. NE.  CONTINUE THIS STREET 1.1 MILES TO NORTHRUP WAY,
 SY3744'TURN RIGHT ESE GOING 0.3 MILE TO A Y FORK AT NE 24TH ST.  TAKE LEFT
 SY3744'FORK AND CONTINUE NE 24TH ST. UNTIL ITS INTERSECTION WITH 126TH AVE.
 SY3744'NE AT TOP OF HILL.  FOLLOW 126TH AVE. NE LEFT 0.2 MILE TO ITS
 SY3744'INTERSECTION WITH NE 28TH ST., TURN LEFT AND CONTINUE NE 28TH ABOUT
 SY3744'0.1 MILE TO WHERE THE CURVE BEGINS.  STATION IS ON THE PROPERTY TO
 SY3744'LEFT, SOUTH OF THE STREET.
 SY3744'
 SY3744'CHURCH 1938 OBSTRUCTED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2866 ***********************************************************************
 SY2866  DESIGNATION -  DREWITT
 SY2866  PID         -  SY2866
 SY2866  STATE/COUNTY-  WA/KITSAP
 SY2866  USGS QUAD   -  OLALLA (1994)
 SY2866
 SY2866                         *CURRENT SURVEY CONTROL
 SY2866  ___________________________________________________________________
 SY2866* NAD 83(1991)-  47 29 50.99869(N)    122 30 25.25781(W)     ADJUSTED  
 SY2866* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY2866  ___________________________________________________________________
 SY2866  LAPLACE CORR-          -7.99  (seconds)                    DEFLEC99
 SY2866  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SY2866
 SY2866  HORZ ORDER  -  SECOND
 SY2866
 SY2866.The horizontal coordinates were established by classical geodetic methods
 SY2866.and adjusted by the National Geodetic Survey in December 1991..
 SY2866
 SY2866.The orthometric height was scaled from a topographic map.
 SY2866
 SY2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2866
 SY2866.The geoid height was determined by GEOID03.
 SY2866
 SY2866;                    North         East     Units Scale Factor Converg.
 SY2866;SPC WA N     -    56,684.413   373,902.668   MT  1.00000047   -1 14 45.9
 SY2866;SPC WA N     -   185,972.11  1,226,712.34   sFT  1.00000047   -1 14 45.9
 SY2866;SPC WA S     -   242,486.108   348,787.080   MT  1.00004172   -1 27 28.4
 SY2866;SPC WA S     -   795,556.51  1,144,312.28   sFT  1.00004172   -1 27 28.4
 SY2866;UTM  10      - 5,260,569.619   537,130.035   MT  0.99961694   +0 21 48.4
 SY2866
 SY2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2866!SPC WA N     -   1.00000341  x   1.00000047  =   1.00000388
 SY2866!SPC WA S     -   1.00000341  x   1.00004172  =   1.00004513
 SY2866!UTM  10      -   1.00000341  x   0.99961694  =   0.99962035
 SY2866
 SY2866:                Primary Azimuth Mark                     Grid Az
 SY2866:SPC WA N     -  VASHON                                   060 57 06.1
 SY2866:SPC WA S     -  VASHON                                   061 09 48.6
 SY2866:UTM  10      -  VASHON                                   059 20 31.8
 SY2866
 SY2866|---------------------------------------------------------------------|
 SY2866| PID    Reference Object                     Distance      Geod. Az  |
 SY2866|                                                           dddmmss.s |
 SY2866| SY0433 VASHON                              APPROX. 2.7 KM 0594220.2 |
 SY2866| SY4655 WHITE BOATHOUSE WEST GABLE          APPROX. 2.5 KM 0695731.2 |
 SY2866| SY4639 FLAGPOLE IN YARD NR VASHON          APPROX. 2.2 KM 0831000.2 |
 SY2866| SY2790 WHITE HOUSE FLAGPOLE IN YARD        APPROX. 2.2 KM 0843005.3 |
 SY2866| SY2791 SYLVAN BEACH WHARFHOUSE N GAB       APPROX. 2.0 KM 0884541.9 |
 SY2866| SY2795 WHARFHOUSE ON DOCK NW GABLE         APPROX. 2.4 KM 1565857.6 |
 SY2866| CE3977 DREWITT RM 1                         12.536 METERS 23353     |
 SY2866| CE3978 DREWITT RM 2                         15.535 METERS 24803     |
 SY2866|---------------------------------------------------------------------|
 SY2866
 SY2866                          SUPERSEDED SURVEY CONTROL
 SY2866
 SY2866  NAD 83(1986)-  47 29 50.99241(N)    122 30 25.26589(W) AD(       ) 2
 SY2866  NAD 27      -  47 29 51.64000(N)    122 30 20.79700(W) AD(       ) 2
 SY2866
 SY2866.Superseded values are not recommended for survey control.
 SY2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2866.See file dsdata.txt to determine how the superseded data were derived.
 SY2866
 SY2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3713060570(NAD 83)
 SY2866_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2866
 SY2866  HISTORY     - Date     Condition        Report By
 SY2866  HISTORY     - 1934     MONUMENTED       CGS
 SY2866  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY2866  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY2866
 SY2866                          STATION DESCRIPTION
 SY2866
 SY2866'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY2866'STATION IS LOCATED IN PUGET SOUND ON THE MAINLAND ON THE W SHORE OF
 SY2866'COLVOS PASSAGE NEAR THE NORTHERN END OF THE PASSAGE, 1 MILE S OF
 SY2866'SOUTHWORTH POINT, ON THAT PART OF LOT 2, SEC. 11 T23N-R2E OWNED IN
 SY2866'1934 BY WILLIAM DREWITT.  THE STATION IS 31.9 METERS (SLOPE) FROM
 SY2866'THE NE CORNER OF THE DREWITT HOUSE ON THE N SIDE OF THE ROAD FROM
 SY2866'THE HOUSE TO THE BOAT LANDING AT THE EDGE OF THE BEACH GRAVEL.  THE
 SY2866'STATION IS AT THE EXTREME HIGH-WATER MARK ABOUT 10 FEET BACK OF
 SY2866'ORDINARY HIGH-WATER MARK, IS ABOUT 4.22 METERS S OF DREWITTS N LINE
 SY2866'AND 1/2 METER S OF A LOW CONCRETE BULKHEAD.
 SY2866'
 SY2866'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY2866'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY2866'
 SY2866'REFERENCE MARK NO. 1 IS ON THE W SIDE OF THE SMALL HOUSE JUST S OF
 SY2866'THE BOAT LANDING.
 SY2866'
 SY2866'REFERENCE MARK NO. 2 IS AT THE NW CORNER OF THE LOWER END OF THE
 SY2866'LOWER CONCRETE STEPS APPROACHING THE HOUSE.
 SY2866
 SY2866                          STATION RECOVERY (1952)
 SY2866
 SY2866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY2866'STATION SEARCHED FOR AND NOT FOUND.  THE SEAWALL HAS BEEN DESTROYED
 SY2866'SO IT IS ASSUMED (AFTER A THOROUGH SEARCH) THAT THE STATION WAS
 SY2866'DESTROYED AT THE SAME TIME.
 SY2866'
 SY2866'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 SY2866
 SY2866                          STATION RECOVERY (1966)
 SY2866
 SY2866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2866'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED.
 SY2866'STATION MARK IS IN POOR CONDITION.  IT IS IN A SQUARE CONCRETE POST
 SY2866'WHICH PROJECTS ABOUT 16 INCHES AND THE POST IS TILTED ABOUT 25
 SY2866'DEGREES TO THE NORTHWEST.  THE MARK IS 9 FEET NORTH OF THE NORTH END
 SY2866'OF THE WOODEN BULKHEAD AND 6 FEET EAST OF THE HIGH WATER LINE.
 SY2866'
 SY2866'REFERENCE MARK NO. 1, STAMPED R.M. 1, IS A STANDARD DISK SET IN A
 SY2866'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 16 FEET WEST OF
 SY2866'THE WOODEN BULKHEAD AND ABOUT LEVEL WITH THE TOP OF THE BULKHEAD,
 SY2866'15.5 FEET EAST OF REFERENCE MARK NO. 2 AND 7 FEET SOUTH OF THE
 SY2866'PATH TO THE BEACH.
 SY2866'
 SY2866'REFERENCE MARK NO. 2, STAMPED R.M. 2, IS IN THE NORTHWESTERN CORNER
 SY2866'OF THE LOWER ONE OF ELEVEN CONCRETE STEPS LEADING TO MRS. BRILLS
 SY2866'HOUSE.
 SY2866'
 SY2866'TO REACH FROM THE POST OFFICE AND STORE BUILDING IN THE NORTHWEST
 SY2866'ANGLE OF THE Y AT HARPER, GO SOUTHERLY 0.75 MILE TO A T INTERSECTION
 SY2866'WHERE THE HIGHWAY TURNS LEFT, CONTINUE STRAIGHT AHEAD 0.25 MILE TO A
 SY2866'T INTERSECTION, TURN LEFT, GO 0.15 MILE TO A T INTERSECTION, TURN
 SY2866'RIGHT, GO SOUTH ON WILSON CREEK ROAD FOR 0.25 MILE TO A CROSSROAD
 SY2866'(THIS CROSSROAD IS 0.05 MILE EAST OF THE HARPER EVANGELICAL FREE
 SY2866'CHURCH), CONTINUE SOUTH ON WILSON CREEK ROAD 0.5 MILE TO CISCO ROAD,
 SY2866'TURN LEFT AND GO EASTERLY ON THE CROOKED ROAD FOR 0.35 MILE TO A
 SY2866'GARAGE.  WALK DOWN STEPS TO THE HOUSE, AROUND NORTH SIDE OF HOUSE
 SY2866'AND FOLLOW THE PATH ABOUT 80 YARDS TO THE BEACH.  GO SOUTH ALONG THE
 SY2866'BEACH ABOUT 75 YARDS TO MRS. M. V. BRILLS HOUSE AND THE STATION.
 SY2866'(THERE IS A FORK 0.1 MILE BEFORE REACHING THE GARAGE AT THE END OF
 SY2866'TRUCK TRAVEL, AND THE RIGHT FORK GOES ALMOST TO MRS. BRILLS HOUSE,
 SY2866'BUT THE ROAD IS IN POOR REPAIR AND NOT BEING USED AT PRESENT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0617 ***********************************************************************
 SD0617  DESIGNATION -  DRIFT
 SD0617  PID         -  SD0617
 SD0617  STATE/COUNTY-  WA/PACIFIC
 SD0617  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0617
 SD0617                         *CURRENT SURVEY CONTROL
 SD0617  ___________________________________________________________________
 SD0617* NAD 83(1991)-  46 16 40.26181(N)    124 05 17.25997(W)     ADJUSTED  
 SD0617* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SD0617  ___________________________________________________________________
 SD0617  LAPLACE CORR-          14.73  (seconds)                    DEFLEC99
 SD0617  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 SD0617
 SD0617  HORZ ORDER  -  SECOND
 SD0617
 SD0617.The horizontal coordinates were established by classical geodetic methods
 SD0617.and adjusted by the National Geodetic Survey in December 1991..
 SD0617
 SD0617.The orthometric height was scaled from a topographic map.
 SD0617
 SD0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0617
 SD0617.The geoid height was determined by GEOID03.
 SD0617
 SD0617;                    North         East     Units Scale Factor Converg.
 SD0617;SPC WA S     -   111,271.301   223,561.350   MT  0.99992890   -2 36 23.0
 SD0617;SPC WA S     -   365,062.59    733,467.53   sFT  0.99992890   -2 36 23.0
 SD0617;SPC OR N     -   296,320.862 2,223,514.399   MT  1.00008258   -2 32 40.7
 SD0617;SPC OR N     -   972,181.31  7,294,994.75   iFT  1.00008258   -2 32 40.7
 SD0617;UTM  10      - 5,125,494.686   416,166.701   MT  0.99968639   -0 47 11.2
 SD0617
 SD0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0617!SPC WA S     -   1.00000368  x   0.99992890  =   0.99993258
 SD0617!SPC OR N     -   1.00000368  x   1.00008258  =   1.00008626
 SD0617!UTM  10      -   1.00000368  x   0.99968639  =   0.99969007
 SD0617
 SD0617|---------------------------------------------------------------------|
 SD0617| PID    Reference Object                     Distance      Geod. Az  |
 SD0617|                                                           dddmmss.s |
 SD0617| DD9625 DRIFT RM 1                            8.168 METERS 02330     |
 SD0617| SD0635 DISAPPOINTMENT                      APPROX. 3.1 KM 0924031.4 |
 SD0617| DD9626 DRIFT RM 2                            9.152 METERS 15454     |
 SD0617|---------------------------------------------------------------------|
 SD0617
 SD0617                          SUPERSEDED SURVEY CONTROL
 SD0617
 SD0617  NAD 83(1991)-  46 16 40.26182(N)    124 05 17.25999(W) AD(       ) 2
 SD0617  NAD 83(1986)-  46 16 40.26684(N)    124 05 17.23173(W) AD(       ) 2
 SD0617  NAD 27      -  46 16 40.91015(N)    124 05 12.67464(W) AD(       ) 2
 SD0617
 SD0617.Superseded values are not recommended for survey control.
 SD0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0617.See file dsdata.txt to determine how the superseded data were derived.
 SD0617
 SD0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1616725495(NAD 83)
 SD0617_MARKER: DS = TRIANGULATION STATION DISK
 SD0617_SETTING: 0 = UNSPECIFIED SETTING
 SD0617
 SD0617  HISTORY     - Date     Condition        Report By
 SD0617  HISTORY     - 1942     MONUMENTED       CGS
 SD0617  HISTORY     - 1956     MARK NOT FOUND   CGS
 SD0617  HISTORY     - 1958     MARK NOT FOUND   CGS
 SD0617
 SD0617                          STATION DESCRIPTION
 SD0617
 SD0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCP)
 SD0617'THE STATION IS LOCATED ABOUT 1.5 MILES NW OF THE CAPE DISAPPOINTMENT
 SD0617'LIGHTHOUSE 1.0 MILE W OF MC KENSIE HEAD, 1.0 MILE S OF THE NORTH
 SD0617'HEAD LIGHTHOUSE, ABOUT 1.0 MILE N OF THE W END OF THE N JETTY, AND
 SD0617'IS ABOUT 200 FEET E OF THE HIGH TIDE MARK ON A STRIP OF SAND KNOWN
 SD0617'AS PEACOCK SPIT.  THE STATION IS SURROUNDED BY HIGH PILES OF
 SD0617'DRIFTWOOD AND THERE IS A STRONG POSSIBILITY THAT WINTER STORMS
 SD0617'WILL CARRY THIS STATION AWAY.
 SD0617'
 SD0617'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A FULL
 SD0617'LENGTH SOIL PIPE AND PROJECTS 1 FOOT.  IT IS STAMPED DRIFT 1942.
 SD0617'
 SD0617'REFERENCE MARK 1 IS N OF THE STATION.  IT IS A BRONZE REFERENCE
 SD0617'DISK SET IN THE TOP OF A FULL LENGTH SOIL PIPE PROJECTING 1
 SD0617'FOOT.  THE DISK IS STAMPED DRIFT NO 1 1942.
 SD0617'
 SD0617'REFERENCE MARK 2 IS SE OF THE STATION.  IT IS A BRONZE REFERENCE
 SD0617'DISK SET IN THE TOP OF A FULL LENGTH SOIL PIPE PROJECTING 1
 SD0617'FOOT.  IT IS STAMPED DRIFT NO 2 1942.
 SD0617'
 SD0617'TO REACH FROM THE ENTRANCE GATE AT FORT CANBY, GO W ON THE MAIN
 SD0617'ROAD 0.2 MILE TO A T INTERSECTION, TURN RIGHT AND GO 0.1 MILE
 SD0617'NORTH.  TAKE THE LEFT FORK AND GO 0.3 MILE.  TAKE RIGHT FORK AND
 SD0617'GO 0.6 MILE W ON SAND ROAD TO A U.S.E. TARGET AND TRIANGULATION
 SD0617'STATION DEADMAN.  PARK TRUCK HERE AND PACK W TO THE BEACH ABOUT
 SD0617'0.2 MILE, TURN LEFT, S, AND PACK ABOUT 0.7 MILE TO THE STATION.
 SD0617'
 SD0617'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 SD0617
 SD0617                          STATION RECOVERY (1956)
 SD0617
 SD0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EBL)
 SD0617'LOST.
 SD0617'
 SD0617'THE STATION IS LOCATED ON UNSTABLE SAND BAR WHICH IS SUBJECT TO
 SD0617'EXTREME EROSION.  THE SITE OF THE STATION HAS BEEN WASHED OUT AND
 SD0617'BUILT UP MANY TIMES SINCE THE STATION WAS ESTABLISHED.  THE
 SD0617'STATION IS LOST
 SD0617
 SD0617                          STATION RECOVERY (1958)
 SD0617
 SD0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0617'THIS STATION WAS SEARCHED FOR AND WAS NOT RECOVERED.  THE DISTANCE
 SD0617'AND DIRECTION TO THIS STATION AS DETERMINED FROM ANOTHER STATION
 SD0617'INDICATES THAT THE STATION IS LOST DUE TO THE RECEDING OF THE
 SD0617'SHORELINE IN THE STATION SITE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2033 ***********************************************************************
 SA2033  DESIGNATION -  DRIFT
 SA2033  PID         -  SA2033
 SA2033  STATE/COUNTY-  WA/WALLA WALLA
 SA2033  USGS QUAD   -  HUMORIST (1992)
 SA2033
 SA2033                         *CURRENT SURVEY CONTROL
 SA2033  ___________________________________________________________________
 SA2033* NAD 83(1991)-  46 07 29.49185(N)    118 53 17.72583(W)     ADJUSTED  
 SA2033* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SA2033  ___________________________________________________________________
 SA2033  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 SA2033  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SA2033
 SA2033  HORZ ORDER  -  THIRD
 SA2033
 SA2033.The horizontal coordinates were established by classical geodetic methods
 SA2033.and adjusted by the National Geodetic Survey in December 1991..
 SA2033
 SA2033.The orthometric height was scaled from a topographic map.
 SA2033
 SA2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2033
 SA2033.The geoid height was determined by GEOID03.
 SA2033
 SA2033;                    North         East     Units Scale Factor Converg.
 SA2033;SPC WA S     -    89,250.420   624,554.477   MT  0.99994666   +1 10 14.7
 SA2033;SPC WA S     -   292,815.75  2,049,059.15   sFT  0.99994666   +1 10 14.7
 SA2033;SPC OR N     -   274,415.890 2,624,565.781   MT  1.00003416   +1 08 34.9
 SA2033;SPC OR N     -   900,314.60  8,610,780.12   iFT  1.00003416   +1 08 34.9
 SA2033;UTM  11      - 5,109,653.458   354,118.104   MT  0.99986162   -1 21 41.0
 SA2033
 SA2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2033!SPC WA S     -   0.99997722  x   0.99994666  =   0.99992388
 SA2033!SPC OR N     -   0.99997722  x   1.00003416  =   1.00001138
 SA2033!UTM  11      -   0.99997722  x   0.99986162  =   0.99983884
 SA2033
 SA2033                          SUPERSEDED SURVEY CONTROL
 SA2033
 SA2033  NAD 83(1991)-  46 07 29.49207(N)    118 53 17.72540(W) AD(       ) 3
 SA2033  NAD 83(1986)-  46 07 29.49839(N)    118 53 17.71781(W) AD(       ) 3
 SA2033  NAD 27      -  46 07 30.00600(N)    118 53 13.72300(W) AD(       ) 3
 SA2033
 SA2033.Superseded values are not recommended for survey control.
 SA2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2033.See file dsdata.txt to determine how the superseded data were derived.
 SA2033
 SA2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM5411809653(NAD 83)
 SA2033_MARKER: Z = SEE DESCRIPTION
 SA2033_SETTING: 0 = UNSPECIFIED SETTING
 SA2033_STAMPING: DRIFT 1957
 SA2033_MARK LOGO: CGS   
 SA2033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2033
 SA2033  HISTORY     - Date     Condition        Report By
 SA2033  HISTORY     - 1957     MONUMENTED       CGS
 SA2033
 SA2033                          STATION DESCRIPTION
 SA2033
 SA2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA2033'THE STATION IS ON A ROLLING HILL, ABOUT 12 MILES SOUTHEAST OF PASCO,
 SA2033'ABOUT 2 MILES NORTHEAST OF ATTALIA, 180 FEET NORTH OF A T-ROAD
 SA2033'JUNCTION OF TWO DIRT ROADS, 30 FEET EAST OF THE CENTERLINE OF A
 SA2033'NORTH-SOUTH DIRT ROAD.
 SA2033'
 SA2033'TO REACH FROM THE PASCO POST OFFICE (LEWIS STREET AND THIRD
 SA2033'AVENUE) GO SOUTHEAST ON U.S. HIGHWAY 395 (THIRD AVENUE) FOR 11.8
 SA2033'MILES.  TURN LEFT ONTO DIRT ROAD TO JOSO SHEEP COMPANY, GO 0.85
 SA2033'MILE TO A RAILROAD CROSSING.  CONTINUE AHEAD FOR 0.05 MILE TO A
 SA2033'ROAD FORK.  TAKE RIGHT FORK, GO 0.8 MILE TO A ROAD FORK.  TAKE LEFT
 SA2033'FORK PASSING TO THE LEFT OF JOSO SHEEP COMPANY RANCH BUILDINGS AND
 SA2033'CORRALS, CONTINUE AHEAD FOR 1.1 MILES TO A RAILROAD CROSSING.
 SA2033'CONTINUE AHEAD FOR 0.25 MILE TO A ROAD FORK.  TAKE LEFT FORK, GO 0.35
 SA2033'MILE TO A ROAD JUNCTION.  TURN LEFT, GO 0.05 MILE TO THE STATION
 SA2033'ON RIGHT.
 SA2033'
 SA2033'THE STATION MARK IS A STANDARD DISK
 SA2033'STAMPED---DRIFT 1957---, SET IN THE
 SA2033'TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 8
 SA2033'INCHES, 4.8 FEET SOUTH OF A 4-INCH SQUARE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2307 ***********************************************************************
 SA2307  DESIGNATION -  DRIFT
 SA2307  PID         -  SA2307
 SA2307  STATE/COUNTY-  WA/BENTON
 SA2307  USGS QUAD   -  WOODED ISLAND (1992)
 SA2307
 SA2307                         *CURRENT SURVEY CONTROL
 SA2307  ___________________________________________________________________
 SA2307* NAD 83(1991)-  46 29 24.95015(N)    119 16 08.05654(W)     ADJUSTED  
 SA2307* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 SA2307  ___________________________________________________________________
 SA2307  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 SA2307  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SA2307
 SA2307  HORZ ORDER  -  SECOND
 SA2307
 SA2307.The horizontal coordinates were established by classical geodetic methods
 SA2307.and adjusted by the National Geodetic Survey in December 1991..
 SA2307
 SA2307.The orthometric height was scaled from a topographic map.
 SA2307
 SA2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2307
 SA2307.The geoid height was determined by GEOID03.
 SA2307
 SA2307;                    North         East     Units Scale Factor Converg.
 SA2307;SPC WA S     -   129,329.889   594,507.162   MT  0.99991596   +0 53 39.3
 SA2307;SPC WA S     -   424,309.81  1,950,478.91   sFT  0.99991596   +0 53 39.3
 SA2307;UTM  11      - 5,151,022.622   325,873.902   MT  0.99997270   -1 38 45.4
 SA2307
 SA2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2307!SPC WA S     -   0.99998599  x   0.99991596  =   0.99990195
 SA2307!UTM  11      -   0.99998599  x   0.99997270  =   0.99995869
 SA2307
 SA2307:                Primary Azimuth Mark                     Grid Az
 SA2307:SPC WA S     -  SAHARA                                   352 42 50.8
 SA2307:UTM  11      -  SAHARA                                   355 15 15.5
 SA2307
 SA2307|---------------------------------------------------------------------|
 SA2307| PID    Reference Object                     Distance      Geod. Az  |
 SA2307|                                                           dddmmss.s |
 SA2307| SA2182 SAHARA                              APPROX. 1.3 KM 3533630.1 |
 SA2307|---------------------------------------------------------------------|
 SA2307
 SA2307                          SUPERSEDED SURVEY CONTROL
 SA2307
 SA2307  NAD 83(1991)-  46 29 24.95278(N)    119 16 08.04646(W) AD(       ) 2
 SA2307  NAD 83(1986)-  46 29 24.95926(N)    119 16 08.04641(W) AD(       ) 2
 SA2307  NAD 27      -  46 29 25.46700(N)    119 16 03.98500(W) AD(       ) 2
 SA2307
 SA2307.Superseded values are not recommended for survey control.
 SA2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2307.See file dsdata.txt to determine how the superseded data were derived.
 SA2307
 SA2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2587451023(NAD 83)
 SA2307_MARKER: Z = SEE DESCRIPTION
 SA2307_SETTING: 0 = UNSPECIFIED SETTING
 SA2307_STAMPING: DRIFT 1949
 SA2307_MARK LOGO: USE   
 SA2307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2307
 SA2307  HISTORY     - Date     Condition        Report By
 SA2307  HISTORY     - 1949     MONUMENTED       USE
 SA2307
 SA2307                          STATION DESCRIPTION
 SA2307
 SA2307'DESCRIBED BY US ENGINEERS 1949 (WRG)
 SA2307'BEGIN AT NORTH RICHLAND AND STEVENS DRIVE BARRICADE.  GO NORTH
 SA2307'0.5 MILES, PAST 300 AREA.  TURN RIGHT, GO NORTHEASTERLY 0.6 MILES
 SA2307'ON GRAVEL ROAD BEARING LEFT.  CROSS RAILROAD TRACK, PASS FENCED
 SA2307'BURNING AREA TO Y IN ROAD.  CONTINUE 0.5 MILES ON GRAVEL ROAD
 SA2307'BEARING LEFT TO Y.  TAKE TRACK ROAD TO RIGHT 0.15 MILES TO
 SA2307'TELEPHONE LINE.  CONTINUE ON TRACK ROAD 6.0 MILES TO OLD WIRE
 SA2307'FENCE, GO THRU FENCE ON TRACK ROAD 0.4 MILES.  LEAVE CAR, GO
 SA2307'NORTHERLY ALONG RIVER ABOUT 0.9 MILES TO STATION.
 SA2307'
 SA2307'STATION LOCATED ON SAND DUNE OVERLOOKING RIVER.  BRONZE DISC
 SA2307'SET IN 2 IN GALVANIZED PIPE, STAMPED DRIFT 1949.
 SA2307'
 SA2307'NOTE--STATION CAN BE REACHED WITH 4-WHEEL DRIVE VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3652 ***********************************************************************
 SY3652  DESIGNATION -  DRIFT 1919
 SY3652  PID         -  SY3652
 SY3652  STATE/COUNTY-  WA/KING
 SY3652  USGS QUAD   -  AUBURN (1994)
 SY3652
 SY3652                         *CURRENT SURVEY CONTROL
 SY3652  ___________________________________________________________________
 SY3652* NAD 83(1991)-  47 31 29.80207(N)    122 13 28.67246(W)     ADJUSTED  
 SY3652* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3652  ___________________________________________________________________
 SY3652  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 SY3652  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SY3652
 SY3652  HORZ ORDER  -  THIRD
 SY3652
 SY3652.The horizontal coordinates were established by classical geodetic methods
 SY3652.and adjusted by the National Geodetic Survey in December 1991..
 SY3652
 SY3652.The orthometric height was scaled from a topographic map.
 SY3652
 SY3652.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3652
 SY3652.The geoid height was determined by GEOID03.
 SY3652
 SY3652;                    North         East     Units Scale Factor Converg.
 SY3652;SPC WA N     -    59,311.635   395,230.500   MT  0.99999544   -1 02 09.1
 SY3652;SPC WA N     -   194,591.59  1,296,685.40   sFT  0.99999544   -1 02 09.1
 SY3652;UTM  10      - 5,263,793.335   558,367.861   MT  0.99964187   +0 34 18.9
 SY3652
 SY3652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3652!SPC WA N     -   1.00000332  x   0.99999544  =   0.99999876
 SY3652!UTM  10      -   1.00000332  x   0.99964187  =   0.99964519
 SY3652
 SY3652:                Primary Azimuth Mark                     Grid Az
 SY3652:SPC WA N     -  SHED WEST GABLE                          114 35 56.1
 SY3652:UTM  10      -  SHED WEST GABLE                          112 59 28.1
 SY3652
 SY3652|---------------------------------------------------------------------|
 SY3652| PID    Reference Object                     Distance      Geod. Az  |
 SY3652|                                                           dddmmss.s |
 SY3652| SY3620 SHED WEST GABLE                     APPROX. 1.2 KM 1133347.0 |
 SY3652| SY3665 BRYN 1919                           APPROX. 2.3 KM 1832343.2 |
 SY3652|---------------------------------------------------------------------|
 SY3652
 SY3652                          SUPERSEDED SURVEY CONTROL
 SY3652
 SY3652  NAD 83(1986)-  47 31 29.79534(N)    122 13 28.67975(W) AD(       ) 3
 SY3652  NAD 27      -  47 31 30.43900(N)    122 13 24.24400(W) AD(       ) 3
 SY3652
 SY3652.Superseded values are not recommended for survey control.
 SY3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3652.See file dsdata.txt to determine how the superseded data were derived.
 SY3652
 SY3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5836863793(NAD 83)
 SY3652_MARKER: Z = SEE DESCRIPTION
 SY3652_SETTING: 0 = UNSPECIFIED SETTING
 SY3652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3652
 SY3652  HISTORY     - Date     Condition        Report By
 SY3652  HISTORY     - 1919     MONUMENTED       CGS
 SY3652  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY3652
 SY3652                          STATION DESCRIPTION
 SY3652
 SY3652'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3652'THIS IS A MAIN SCHEME STATION LOCATED AT SOUTH POINT ON MERCER
 SY3652'ISLAND, NOT ON THE EXTREME POINT BUT ABOUT 75 FEET TO THE E.
 SY3652'
 SY3652'IT IS MARKED BY A REGULATION BRONZE DISK SET IN THE TOP OF A
 SY3652'CONCRETE CYLINDRICAL MOLD POURED IN PLACE AT THE WATERS EDGE ABOUT
 SY3652'A FOOT ABOVE THE WATERS SURFACE.
 SY3652'
 SY3652'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 SY3652'DESCRIBED IN NOTE 11B.
 SY3652'
 SY3652'DRIFT ECCENTRIC IS THE POSITION OF SIGNAL BUT NOT MARKED.
 SY3652
 SY3652                          STATION RECOVERY (1933)
 SY3652
 SY3652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY3652'REFERENCE MARK NO.1 WAS FOUND.  IT IS ABOUT 2 FEET INSHORE FROM
 SY3652'AN 8-INCH LONE ALDER TREE AND LOOKED LIKE IT HAD NOT BEEN DISTURBED,
 SY3652'BUT THERE IS A CHANCE THAT THE ROOTS OF THE ALDER TREE MIGHT HAVE
 SY3652'DISTURBED IT A LITTLE.  THE STATION AND REFERENCE MARK NO.2 HAVE
 SY3652'BOTH BEEN WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0471 ***********************************************************************
 SD0471  DESIGNATION -  DRIFT 1940
 SD0471  PID         -  SD0471
 SD0471  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0471  USGS QUAD   -  POINT BROWN (1994)
 SD0471
 SD0471                         *CURRENT SURVEY CONTROL
 SD0471  ___________________________________________________________________
 SD0471* NAD 83(1991)-  46 58 05.86724(N)    124 08 17.07195(W)     ADJUSTED  
 SD0471* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SD0471  ___________________________________________________________________
 SD0471  LAPLACE CORR-          10.61  (seconds)                    DEFLEC99
 SD0471  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 SD0471
 SD0471  HORZ ORDER  -  THIRD
 SD0471
 SD0471.The horizontal coordinates were established by classical geodetic methods
 SD0471.and adjusted by the National Geodetic Survey in December 1991..
 SD0471
 SD0471.The orthometric height was scaled from a topographic map.
 SD0471
 SD0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0471
 SD0471.The geoid height was determined by GEOID03.
 SD0471
 SD0471;                    North         East     Units Scale Factor Converg.
 SD0471;SPC WA S     -   188,112.254   223,254.509   MT  0.99993695   -2 38 33.7
 SD0471;SPC WA S     -   617,164.95    732,460.83   sFT  0.99993695   -2 38 33.7
 SD0471;UTM  10      - 5,202,269.563   413,426.368   MT  0.99969212   -0 49 55.0
 SD0471
 SD0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0471!SPC WA S     -   1.00000354  x   0.99993695  =   0.99994049
 SD0471!UTM  10      -   1.00000354  x   0.99969212  =   0.99969566
 SD0471
 SD0471                          SUPERSEDED SURVEY CONTROL
 SD0471
 SD0471  NAD 83(1986)-  46 58 05.85867(N)    124 08 17.07135(W) AD(       ) 3
 SD0471  NAD 27      -  46 58 06.54400(N)    124 08 12.44800(W) AD(       ) 3
 SD0471
 SD0471.Superseded values are not recommended for survey control.
 SD0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0471.See file dsdata.txt to determine how the superseded data were derived.
 SD0471
 SD0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1342602270(NAD 83)
 SD0471_MARKER: Z = SEE DESCRIPTION
 SD0471_SETTING: 0 = UNSPECIFIED SETTING
 SD0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0471
 SD0471  HISTORY     - Date     Condition        Report By
 SD0471  HISTORY     - 1940     MONUMENTED       CGS
 SD0471  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0471  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SD0471
 SD0471                          STATION DESCRIPTION
 SD0471
 SD0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (GLB)
 SD0471'AN INTERSECTION STATION ON W SHORE OF NORTH BAY ABOUT 1 MILE NW OF
 SD0471'THE EASTERNMOST TIP OF DAMON POINT, ONE MILE N OF STATION LONE
 SD0471'TREE, AND APPROXIMATELY 200 METERS N OF HOUSE WHICH IS ON
 SD0471'STORM-WATER LINE.  LOCATED ON SMALL NOT VERY DEFINITE SAND SPIT
 SD0471'FORMED BY SAND PILING BETWEEN DRIFTWOOD.  STATION IS ABOUT 3
 SD0471'METERS OUTSIDE THE TREE AND BRUSH LINE (ALSO STORM-WATER LINE),
 SD0471'AND 3 METERS INSIDE THE HIGH-WATER LINE.  REMAINS OF LARGE
 SD0471'CEDAR TREE TRUNK (4-1/2 FEET IN DIAMETER), EXTENDS OUT FROM
 SD0471'THE SAND SPIT INTO THE BAY WELL BEYOND THE HIGH-WATER LINE.
 SD0471'
 SD0471'MARKED WITH CONCRETE TILE FILLED WITH CEMENT AND CONTAINING
 SD0471'STANDARD DISK STAMPED DRIFT 1940.  MARK PROJECTS 6 INCHES ABOVE
 SD0471'SURROUNDING SURFACE AND IS SURROUNDED BY DRIFTWOOD.  NO SUBSURFACE
 SD0471'AND NO REFERENCE MARKS.
 SD0471'
 SD0471'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 SD0471
 SD0471                          STATION RECOVERY (1951)
 SD0471
 SD0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 SD0471'RECOVERED.
 SD0471'
 SD0471'ON THE WEST SHORE OF NORTH BAY, ABOUT 3 MILES SOUTH OF OYHUT,
 SD0471'ABOUT 2.1 MILES NORTH OF POINT DAMON, ABOUT 200 METERS EAST OF
 SD0471'DUCK LAKE, ON A SMALL, NOT VERY DEFINITE, SAND SPIT FORMED BY
 SD0471'SAND PILING BETWEEN DRIFTWOOD.  REMAINS OF A LARGE CEDAR TREE
 SD0471'TRUNK (4-1/2 FEET IN DIAMETER) EXTENDS OUT FROM THE SAND SPIT AND
 SD0471'THE STATION IS 19.2 METERS WEST-SOUTHWEST OF THE EAST END OF THE
 SD0471'TRUNK, 7.1 METERS SOUTHWEST OF THE WEST END, 28 METERS
 SD0471'NORTH-NORTHWEST OF THE NORTH END OF A LOG RAFT ON THE STORM
 SD0471'WATER LINE.  IT IS ON THE STORM WATER AND BRUSH LINE, 2 FEET
 SD0471'WEST OF A WITNESS POST 7 FEET HIGH, SURROUNDED BY DEBRIS AND
 SD0471'MARKED BY A STANDARD TRIANGULATION DISC STAMPED DRIFT 1940
 SD0471'SET IN AN 8-INCH CONCRETE FILLED TILE PROJECTING 6 INCHES
 SD0471'ABOVE THE GROUND.
 SD0471
 SD0471                          STATION RECOVERY (1955)
 SD0471
 SD0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HGC)
 SD0471'NOT RECOVERED.
 SD0471'
 SD0471'A ONE-HALF HOUR SEARCH BY A 2 MAN PARTY DID NOT REVEAL THE
 SD0471'LOCATION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5427 ***********************************************************************
 SY5427  DESIGNATION -  DRIFT 2
 SY5427  PID         -  SY5427
 SY5427  STATE/COUNTY-  WA/KITSAP
 SY5427  USGS QUAD   -  POULSBO (1981)
 SY5427
 SY5427                         *CURRENT SURVEY CONTROL
 SY5427  ___________________________________________________________________
 SY5427* NAD 83(1991)-  47 40 42.18610(N)    122 44 52.07636(W)     ADJUSTED  
 SY5427* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 SY5427  ___________________________________________________________________
 SY5427  LAPLACE CORR-         -13.91  (seconds)                    DEFLEC99
 SY5427  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 SY5427
 SY5427  HORZ ORDER  -  THIRD
 SY5427
 SY5427.The horizontal coordinates were established by classical geodetic methods
 SY5427.and adjusted by the National Geodetic Survey in December 1991..
 SY5427
 SY5427.The orthometric height was scaled from a topographic map.
 SY5427
 SY5427.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5427
 SY5427.The geoid height was determined by GEOID03.
 SY5427
 SY5427;                    North         East     Units Scale Factor Converg.
 SY5427;SPC WA N     -    77,212.056   356,265.543   MT  0.99997150   -1 25 31.3
 SY5427;SPC WA N     -   253,319.89  1,168,847.87   sFT  0.99997150   -1 25 31.3
 SY5427;UTM  10      - 5,280,585.866   518,929.687   MT  0.99960440   +0 11 11.3
 SY5427
 SY5427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5427!SPC WA N     -   1.00000097  x   0.99997150  =   0.99997247
 SY5427!UTM  10      -   1.00000097  x   0.99960440  =   0.99960537
 SY5427
 SY5427|---------------------------------------------------------------------|
 SY5427| PID    Reference Object                     Distance      Geod. Az  |
 SY5427|                                                           dddmmss.s |
 SY5427| CF6536 DRIFT 2 RM 1                         41.238 METERS 02711     |
 SY5427| CF6537 DRIFT 2 RM 2                          9.535 METERS 13230     |
 SY5427| SY5501 LONE ROCK 1878                      APPROX. 2.4 KM 2240614.0 |
 SY5427|---------------------------------------------------------------------|
 SY5427
 SY5427                          SUPERSEDED SURVEY CONTROL
 SY5427
 SY5427  NAD 83(1986)-  47 40 42.18269(N)    122 44 52.08267(W) AD(       ) 3
 SY5427  NAD 27      -  47 40 42.84600(N)    122 44 47.51300(W) AD(       ) 3
 SY5427
 SY5427.Superseded values are not recommended for survey control.
 SY5427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5427.See file dsdata.txt to determine how the superseded data were derived.
 SY5427
 SY5427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1893080586(NAD 83)
 SY5427_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5427
 SY5427  HISTORY     - Date     Condition        Report By
 SY5427  HISTORY     - 1934     MONUMENTED       CGS
 SY5427  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY5427  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY5427  HISTORY     - 19960310 MARK NOT FOUND   USPSQD
 SY5427
 SY5427                          STATION DESCRIPTION
 SY5427
 SY5427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5427'STATION IS ABOUT 1-1/2 MILES NE OF LONE ROCK, 1-1/2 MILES SE OF
 SY5427'HAZEL POINT ON THE E SIDE OF HOODS CANAL AT THE MOUTH OF A SMALL
 SY5427'RAVINE WHICH, NEAR THE WATER, OPENS OUT INTO A SMALL MARSH THROUGH
 SY5427'WHICH RUNS A STREAM OF WATER.  ABOUT 1/4 MILE N IS A DESERTED
 SY5427'WHARF.  THE STATION IS AT THE HIGH-WATER LINE AT THE SW EDGE OF
 SY5427'THE MARSH AND IS SO PLACED TO SEE STATION KING ON KING SPIT.
 SY5427'
 SY5427'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5427'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY5427'
 SY5427'REFERENCE MARK NO.1 IS NE OF THE STATION ABOUT 6 PACES FROM THE
 SY5427'STREAM ON THE S BANK OF THE STREAM AT THE INNER EDGE WHERE IT
 SY5427'ENTERS THE MARSH FROM THE TREE LINE.
 SY5427'
 SY5427'REFERENCE MARK NO.2 IS SE OF THE STATION IN THE CENTER OF THE
 SY5427'PATH LEADING ALONG THE S SIDE OF THE MARSH.
 SY5427
 SY5427                          STATION RECOVERY (1945)
 SY5427
 SY5427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (CDM)
 SY5427'ORIGINAL DESCRIPTION ADEQUATE.
 SY5427'
 SY5427'THE STATION IS ON THE E SIDE OF HOOD CANAL, 1-1/2 MILES NE OF
 SY5427'LONE ROCK, 1-1/2 MILES SE OF HAZEL POINT, AT THE MOUTH OF A SMALL
 SY5427'RAVINE WHICH, NEAR THE WATER, OPENS OUT INTO A SMALL MARSH THROUGH
 SY5427'WHICH RUNS A STREAM OF WATER.  ABOUT 1/4 MILE N IS A DESERTED
 SY5427'WHARF.  THE STATION IS AT THE HIGH-WATER LINE AT THE SW EDGE OF
 SY5427'THE MARSH, ABOUT 10 FEET FROM THE W SIDE OF A HOUSE.
 SY5427'
 SY5427'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AS DESCRIBED
 SY5427'IN NOTE 1A.
 SY5427'
 SY5427'THE STATION HAS BEEN DISTURBED A FEW INCHES BY A LOG WHICH HAS
 SY5427'DRIFTED AGAINST IT, BUT IT IS STILL SOLID IN THE GROUND.
 SY5427'
 SY5427'NO REFERENCE MARKS WERE FOUND.
 SY5427
 SY5427                          STATION RECOVERY (1952)
 SY5427
 SY5427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY5427'STATION WAS FOUND LYING ON THE BEACH.
 SY5427
 SY5427                          STATION RECOVERY (1996)
 SY5427
 SY5427'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2876 ***********************************************************************
 SY2876  DESIGNATION -  DRILL
 SY2876  PID         -  SY2876
 SY2876  STATE/COUNTY-  WA/KING
 SY2876  USGS QUAD   -  OLALLA (1994)
 SY2876
 SY2876                         *CURRENT SURVEY CONTROL
 SY2876  ___________________________________________________________________
 SY2876* NAD 83(1991)-  47 26 24.89946(N)    122 30 50.10753(W)     ADJUSTED  
 SY2876* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY2876  ___________________________________________________________________
 SY2876  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 SY2876  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2876
 SY2876  HORZ ORDER  -  SECOND
 SY2876
 SY2876.The horizontal coordinates were established by classical geodetic methods
 SY2876.and adjusted by the National Geodetic Survey in December 1991..
 SY2876
 SY2876.The orthometric height was scaled from a topographic map.
 SY2876
 SY2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2876
 SY2876.The geoid height was determined by GEOID03.
 SY2876
 SY2876;                    North         East     Units Scale Factor Converg.
 SY2876;SPC WA N     -    50,332.196   373,243.703   MT  1.00001168   -1 15 04.4
 SY2876;SPC WA N     -   165,131.55  1,224,550.38   sFT  1.00001168   -1 15 04.4
 SY2876;SPC WA S     -   236,136.192   348,104.626   MT  1.00002623   -1 27 46.4
 SY2876;SPC WA S     -   774,723.49  1,142,073.26   sFT  1.00002623   -1 27 46.4
 SY2876;UTM  10      - 5,254,203.880   536,649.923   MT  0.99961651   +0 21 28.9
 SY2876
 SY2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2876!SPC WA N     -   1.00000291  x   1.00001168  =   1.00001459
 SY2876!SPC WA S     -   1.00000291  x   1.00002623  =   1.00002914
 SY2876!UTM  10      -   1.00000291  x   0.99961651  =   0.99961942
 SY2876
 SY2876|---------------------------------------------------------------------|
 SY2876| PID    Reference Object                     Distance      Geod. Az  |
 SY2876|                                                           dddmmss.s |
 SY2876| CE3979 DRILL RM 1                           28.286 METERS 00025     |
 SY2876| CE3980 DRILL RM 2                            6.701 METERS 19850     |
 SY2876| SY2885 VIEW PARK TV STATION KTNT MAST      APPROX. 4.7 KM 3313557.3 |
 SY2876| SY2867 VIEW PARK NPRR MICROWAVE MAST       APPROX. 4.7 KM 3413306.3 |
 SY2876|---------------------------------------------------------------------|
 SY2876
 SY2876                          SUPERSEDED SURVEY CONTROL
 SY2876
 SY2876  NAD 83(1986)-  47 26 24.89079(N)    122 30 50.11783(W) AD(       ) 2
 SY2876  NAD 27      -  47 26 25.54200(N)    122 30 45.64800(W) AD(       ) 2
 SY2876
 SY2876.Superseded values are not recommended for survey control.
 SY2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2876.See file dsdata.txt to determine how the superseded data were derived.
 SY2876
 SY2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3665054204(NAD 83)
 SY2876_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2876_SETTING: 80 = SET IN A BOULDER
 SY2876_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY2876
 SY2876  HISTORY     - Date     Condition        Report By
 SY2876  HISTORY     - 1934     MONUMENTED       CGS
 SY2876  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY2876  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY2876
 SY2876                          STATION DESCRIPTION
 SY2876
 SY2876'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY2876'STATION IS IN PUGET SOUND ON VASHON ISLAND ON THE E SHORE OF COLVOS
 SY2876'PASSAGE ON THE SECOND POINT S OF COVE AND ABOUT 7/8 MILE AWAY.
 SY2876'STATION IS ON THE N AND S TANGENT TO THE POINT 15 FEET INSIDE
 SY2876'HIGH-WATER LINE ON A BOULDER 1 FOOT HIGH BY 3 FEET ACROSS.  IN THE
 SY2876'BIGHT TO THE NORTHWARD EMPTY 2 SMALL STREAMS, THE NEAREST 150 PACES
 SY2876'DISTANT.  A DARK BOULDER 5 FEET HIGH LYING JUST BACK OF HIGH-WATER
 SY2876'MARK IS 67.1 METERS DISTANT FROM STATION BEARING S 36 DEG E
 SY2876'(MAGNETIC).  THIS BOULDER IS THE LARGEST PERMANENT FEATURE IN THIS
 SY2876'VICINITY.
 SY2876'
 SY2876'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 SY2876'DRILL HOLES IN BOULDERS, AS DESCRIBED IN NOTES 4 AND 12C.
 SY2876'
 SY2876'REFERENCE MARK NO. 1 IS ON A GRANITE BOULDER HAVING DARK SPOTS,
 SY2876'FLATTISH, 1-1/2 FEET HIGH BY 4 FEET ACROSS, AND IS 20 FEET OUTSIDE
 SY2876'HIGH-WATER MARK IN RANGE WITH STATION TIDE.
 SY2876'
 SY2876'REFERENCE MARK NO. 2 IS ON A BOULDER.
 SY2876
 SY2876                          STATION RECOVERY (1936)
 SY2876
 SY2876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY2876'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 SY2876
 SY2876                          STATION RECOVERY (1964)
 SY2876
 SY2876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY2876'PREVIOUS DESCRIPTIONS ARE IN BOOK 392, PAGES 10 AND 27.
 SY2876'
 SY2876'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND BUT
 SY2876'OBSERVATIONS AND MEASUREMENTS INDICATE MOVEMENT OF MORE THAN ONE
 SY2876'MARK.  REFERENCE MARK NO. 1 COULD HAVE MOVED ABOUT 0.9 FOOT TOWARD
 SY2876'REFERENCE MARK NO. 2 AND THE STATION MARK 0.25 FOOT AWAY FROM
 SY2876'REFERENCE MARK NO. 2, AS SHOWN BELOW, BUT THIS IS THEORETICAL
 SY2876'SINCE REFERENCE MARK NO. 2 COULD ALSO HAVE MOVED.
 SY2876'
 SY2876'THE STATION MARK WHICH IS STAMPED, DRILL 1934, IS A STANDARD DISK
 SY2876'SET IN A BOULDER 50 YARDS NORTH OF A CLUSTER OF BOULDERS WHICH
 SY2876'EXTENDS 25 YARDS OUT FROM THE BANK.  THE STATION MARK IS 30 YARDS
 SY2876'SOUTH OF THE POINT WHERE SHORELINE CURVES NORTHEAST FORMING A BAY.
 SY2876'
 SY2876'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, DRILL NO 1 1934,
 SY2876'98 FEET NORTH OF STATION.  THE MARK IS SET IN A BOULDER 3 FEET
 SY2876'HIGH, 4-1/2 FEET LONG AND 2 FEET THICK AT THE BOTTOM.  IT IS POINTED
 SY2876'AT THE TOP.  THE BOULDER IS NO LONGER LAYING FLAT BUT STANDING ON
 SY2876'EDGE AND THE DISK IS SET IN THE VERTICAL WEST SIDE OF THE BOULDER, 1
 SY2876'FOOT ABOVE THE SAND.
 SY2876'
 SY2876'STATION REACHED FROM INTERSECTION OF SW 172ND STREET AND 135TH AVE.
 SY2876'SW, BY GOING SOUTH ON 135TH AVE. SW FOR 1.0 MILE TO FORK, TAKE RIGHT
 SY2876'FORK, (ROBINWOOD ROAD), AND GO 0.35 MILE TO Y.  TAKE RIGHT FORK
 SY2876'AND GO NORTHERNLY 0.4 MILE THEN RIGHT FORK 50 FEET TO Y, LEFT FORK
 SY2876'0.1 MILE TO BOHLINS CABIN.  STEPS LEAD TO BEACH 25 YARDS NORTH OF
 SY2876'CABIN.  DESCEND STEPS AND WALK NORTH 300 YARDS ALONG BEACH TO
 SY2876'TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4634 ***********************************************************************
 SY4634  DESIGNATION -  DRIVE
 SY4634  PID         -  SY4634
 SY4634  STATE/COUNTY-  WA/KING
 SY4634  USGS QUAD   -  TACOMA NORTH (1994)
 SY4634
 SY4634                         *CURRENT SURVEY CONTROL
 SY4634  ___________________________________________________________________
 SY4634* NAD 83(1991)-  47 33 45.70986(N)    122 24 22.36270(W)     ADJUSTED  
 SY4634* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 SY4634  ___________________________________________________________________
 SY4634  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 SY4634  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SY4634
 SY4634  HORZ ORDER  -  THIRD
 SY4634
 SY4634.The horizontal coordinates were established by classical geodetic methods
 SY4634.and adjusted by the National Geodetic Survey in December 1991..
 SY4634
 SY4634.The orthometric height was scaled from a topographic map.
 SY4634
 SY4634.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4634
 SY4634.The geoid height was determined by GEOID03.
 SY4634
 SY4634;                    North         East     Units Scale Factor Converg.
 SY4634;SPC WA N     -    63,771.400   381,644.432   MT  0.99998889   -1 10 15.7
 SY4634;SPC WA N     -   209,223.33  1,252,111.77   sFT  0.99998889   -1 10 15.7
 SY4634;UTM  10      - 5,267,868.512   544,666.883   MT  0.99962452   +0 26 17.6
 SY4634
 SY4634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4634!SPC WA N     -   1.00000241  x   0.99998889  =   0.99999130
 SY4634!UTM  10      -   1.00000241  x   0.99962452  =   0.99962693
 SY4634
 SY4634|---------------------------------------------------------------------|
 SY4634| PID    Reference Object                     Distance      Geod. Az  |
 SY4634|                                                           dddmmss.s |
 SY4634| CF6538 DRIVE RM 1                            7.120 METERS 00336     |
 SY4634| CF6539 DRIVE RM 2                           23.341 METERS 01408     |
 SY4634| CF6540 DRIVE RM 3                           20.989 METERS 08003     |
 SY4634| SY5188 BAINBRIDGE ISLAND HS WATER TNK      APPROX.12.2 KM 3123833.8 |
 SY4634| SY4631 ALKI POINT LIGHTHOUSE               APPROX. 1.9 KM 3242717.6 |
 SY4634|---------------------------------------------------------------------|
 SY4634
 SY4634                          SUPERSEDED SURVEY CONTROL
 SY4634
 SY4634  NAD 83(1986)-  47 33 45.70407(N)    122 24 22.36870(W) AD(       ) 3
 SY4634  NAD 27      -  47 33 46.35300(N)    122 24 17.91000(W) AD(       ) 3
 SY4634
 SY4634.Superseded values are not recommended for survey control.
 SY4634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4634.See file dsdata.txt to determine how the superseded data were derived.
 SY4634
 SY4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4466767869(NAD 83)
 SY4634_MARKER: DS = TRIANGULATION STATION DISK
 SY4634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4634
 SY4634  HISTORY     - Date     Condition        Report By
 SY4634  HISTORY     - 1934     MONUMENTED       CGS
 SY4634  HISTORY     - 1936     GOOD             CGS
 SY4634  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4634  HISTORY     - 1955     GOOD             CGS
 SY4634  HISTORY     - 1957     SEE DESCRIPTION  CL
 SY4634  HISTORY     - 1959     SEE DESCRIPTION  CGS
 SY4634  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4634  HISTORY     - 1965     GOOD             CGS
 SY4634  HISTORY     - 1983     GOOD             USPSQD
 SY4634
 SY4634                          STATION DESCRIPTION
 SY4634
 SY4634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4634'STATION IS LOCATED ABOUT ONE MILE S OF ALKI POINT ON THE 4700
 SY4634'BLOCK OF BEACH DRIVE IN WEST SEATTLE.  THE STATION IS ON THE W
 SY4634'SIDE OF THE DRIVE 4.87 METERS FROM THE STREET CURBING AND ABOUT
 SY4634'FIFTY FEET S OF WEST OREGON ST., WHERE BEACH DRIVE BENDS.  A
 SY4634'WOODEN BULKHEAD LIES TO SEAWARD AND THE GROUND IS LEVEL WITH THE
 SY4634'SIDEWALK.
 SY4634'
 SY4634'STATION MARKED BY A STANDARD BRONZE DISK IN BLOCK OF CEMENT.
 SY4634'
 SY4634'SUBSTATION MARK IS A STANDARD BRONZE DISK IN MASS OF CONCRETE.
 SY4634'
 SY4634'REFERENCE MARK IS STANDARD MARK PLACED IN THE STREET CURBING
 SY4634'NEAR A TELEPHONE POLE.
 SY4634
 SY4634                          STATION RECOVERY (1936)
 SY4634
 SY4634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY4634'RECOVERED AS DESCRIBED WITH ADDITIONS AS FOLLOWS--
 SY4634'
 SY4634'STATION LOCATED ABOUT ONE MILE S OF ALKI POINT ON THE 4500 BLOCK
 SY4634'OF BEACH DRIVE IN WEST SEATTLE.  THE STATION IS ON THE W SIDE OF
 SY4634'THE DRIVE 4.87 METERS FROM THE STREET CURBING AND ABOUT 50 FEET S
 SY4634'OF WEST OREGON STREET WHERE BEACH DRIVE BENDS.  STATION IS 108
 SY4634'FEET NW OF THE NW CORNER OF A HOUSE AT 4512 BEACH DRIVE, AND 106
 SY4634'FEET SW OF AN ANGLE FORMED BY BEACH DRIVE AND THE S EDGE OF
 SY4634'W. OREGON STREET.  A WOODEN BULKHEAD LIES TO SEAWARD AND THE
 SY4634'GROUND IS LEVEL WITH THE SIDEWALK.
 SY4634'
 SY4634'STATION MARKED BY STANDARD DISK IN BLOCK OF CONCRETE.  SUBSTATION
 SY4634'IS A STANDARD U.S. AND GS MARK SET IN BLOCK OF CONCRETE, 3 FEET
 SY4634'BELOW SURFACE.
 SY4634
 SY4634                          STATION RECOVERY (1952)
 SY4634
 SY4634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4634'STATION IS LOCATED BETWEEN THE BULKHEAD ALONG THE SHORE AND BEACH
 SY4634'DRIVE IN WEST SEATTLE, 80 FEET S OF THE INTERSECTION OF THE CENTER
 SY4634'LINES BEACH DRIVE AND WEST OREGON STREET, 4.824 METERS FROM THE
 SY4634'INSIDE OF THE CURB ALONG THE W SIDE OF BEACH DRIVE, AND 7.125
 SY4634'METERS FROM A REFERENCE MARK CEMENTED IN A DRILL HOLE IN TOP OF
 SY4634'CURB.
 SY4634'
 SY4634'THE STATION MARK HAD BEEN REMOVED FROM THE GROUND, HAVING BEEN
 SY4634'NEARLY ENTIRELY EXPOSED WHEN HIGH SEAS WASHED AWAY THE OLD BULKHEAD
 SY4634'AND ATE INTO THE SHORE.  RECOVERED A SUBSURFACE MARK AND IT WAS IN
 SY4634'GOOD CONDITION.  CUT ABOUT SIX INCHES FROM PREVIOUS MONUMENT,
 SY4634'CENTERED OLD SURFACE MARK DIRECTLY OVER SUBSURFACE MARK, FOOTING
 SY4634'SAME IN A BED OF CONCRETE ABOUT 18-INCHES SQUARE AND 6-INCHES
 SY4634'THICK, LEAVING MARK FLUSH WITH THE SURFACE BUT ABOUT 4 INCHES
 SY4634'LOWER THAN THE SIDEWALK.  A NEW BULKHEAD HAS BEEN BUILT AND BACK
 SY4634'FILLED.  ORIGINAL DESCRIPTION AND 1936 RECOVERY STATE THAT
 SY4634'THE DISTANCE BETWEEN THE STATION AND THE REFERENCE MARK WAS
 SY4634'7.00 METERS.  THE DISTANCE FROM THE SUBSURFACE MARK TO THE
 SY4634'REFERENCE MARK WAS FOUND TO BE 7.125 METERS, TO WHICH THE
 SY4634'SURFACE MARK TO REFERENCE MARK DISTANCE NOW CORRESPONDS.  A
 SY4634'NOTCH WAS CUT IN THE CURB PERPENDICULARLY FROM THE STATION FROM
 SY4634'WHICH THE MEASUREMENT (4.824 METERS) WAS TAKEN.
 SY4634
 SY4634                          STATION RECOVERY (1955)
 SY4634
 SY4634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSH)
 SY4634'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 SY4634'WOODEN SEAWALL HAS BEEN REPLACED BY A CONCRETE AND STEEL BULKHEAD.
 SY4634
 SY4634                          STATION RECOVERY (1957)
 SY4634
 SY4634'RECOVERY NOTE BY CLIFFORD LEISURE CIVIL ENGINEER 1957
 SY4634'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND
 SY4634'AS DESCRIBED IN THE 1952 RECOVERY NOTE.  HOWEVER, SINCE THE MARK
 SY4634'MUST BE REMOVED DUE TO A SEWER INSTALLATION, TWO NEW REFERENCE
 SY4634'MARKS WERE ESTABLISHED IN THE CURB ON THE E SIDE OF THE
 SY4634'STREET.  THEY ARE STANDARD REFERENCE DISKS CEMENTED INTO DRILL
 SY4634'HOLES AND STAMPED DRIVE 1934 NO 2 1957 AND DRIVE 1934 NO 3 1957
 SY4634'RESPECTIVELY.  THE 1934 REFERENCE MARK IS STAMPED DRIVE 1934
 SY4634'AND IS REFERRED TO IN THE FOLLOWING REMEASUREMENTS AS NO 1.
 SY4634'
 SY4634'BOTH THE SURFACE MARK AND SUBSURFACE MARK ARE BEING REMOVED BY
 SY4634'THE SEWER CONTRACTOR.  NEW STATION MARKS WILL BE ESTABLISHED AFTER
 SY4634'THE CONSTRUCTION IS COMPLETED AND THE NEW FILL HAS SETTLED.
 SY4634
 SY4634                          STATION RECOVERY (1959)
 SY4634
 SY4634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCM)
 SY4634'A NEW STATION MARK WAS SET TO REPLACE THE ORIGINAL MARK DESTROYED
 SY4634'BY CONSTRUCTION.  NO SUBSURFACE MARK WAS SET.  THE LOCATION OF THE
 SY4634'STATION WAS DETERMINED BY MEASUREMENTS FROM REFERENCE MARKS 2 AND
 SY4634'3, SET IN 1957 BY C.L., AND CHECKED BY MEASURING THE
 SY4634'ANGLES.  REFERENCE MARK 1 WAS DESTROYED ALONG WITH THE STATION
 SY4634'MARK.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOREGOING
 SY4634'CHANGES.
 SY4634'
 SY4634'THE FOLLOWING CHECK MEASUREMENTS WERE MADE AFTER THE MARK WAS
 SY4634'ESTABLISHED.
 SY4634
 SY4634                          STATION RECOVERY (1963)
 SY4634
 SY4634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4634'THE REFERENCE MARKS, NO. 2 AND NO. 3, WERE RECOVERED.  THE STATION
 SY4634'MARK HAD BEEN KNOCKED OUT BY THE PARK DEPARTMENT WHILE IMPROVING THE
 SY4634'SMALL PARK.  THE STATION MARK WAS REESTABLISHED AT THIS TIME FROM
 SY4634'THE TWO REFERENCE MARKS.  DISTANCES AND DIRECTIONS GIVEN ABOVE
 SY4634'WERE OBTAINED AFTER THE STATION MARK WAS REESTABLISHED.
 SY4634'
 SY4634'THE STATION IS LOCATED IN WEST SEATTLE, IN A SMALL PARK CALLED
 SY4634'EMMO SCHMITZ MEMORIAL VIEWPOINT, 80 FEET SOUTH OF THE INTERSECTION
 SY4634'OF SW BEACH DRIVE AND OREGON STREET SW AND DIRECTLY ACROSS BEACH
 SY4634'DRIVE FROM HOUSE NO. 4500.
 SY4634'
 SY4634'THE STATION MARKS, STAMPED DRIVE 1934 1963, ARE STANDARD DISKS
 SY4634'SET IN CONCRETE, 147 FEET NORTHWEST OF A DRINKING FOUNTAIN, 43
 SY4634'FEET SOUTH OF THE EAST CORNER OF THE SIDEWALK ALONG BEACH DRIVE,
 SY4634'(THIS SIDEWALK ENDS HERE AND ANOTHER CURVES AROUND THE PARK),
 SY4634'39-1/2 FEET SOUTHWEST OF THE CENTER OF BEACH DRIVE, 20.8 FEET
 SY4634'WEST OF THE CENTER OF A LARGE WOOD POLE SUPPORTING A STREET
 SY4634'LIGHT, 17.3 FEET NORTH OF THE NORTH CORNER OF THE CONCRETE SLAB
 SY4634'AROUND A PARK BENCH, AND 15.6 FEET NORTHEAST OF THE NORTHEAST
 SY4634'EDGE OF THE SIDEWALK ALONG THE SOUTHWEST SIDE OF THE PARK.
 SY4634'THE SURFACE MARK IS A SQUARE CONCRETE POST WHICH PROJECTS
 SY4634'ABOUT 1 INCH.  THE UNDERGROUND MARK IS 28 INCHES BELOW THE
 SY4634'SURFACE OF THE GROUND.
 SY4634'
 SY4634'REFERENCE MARK NO. 2, STAMPED DRIVE 1934 NO. 2 1957, IS A STANDARD
 SY4634'DISK SET IN THE CURB ALONG THE NORTHEAST EDGE OF BEACH DRIVE.  IT
 SY4634'IS 44 FEET SOUTHEAST OF THE CENTER OF OREGON STREET AND 18 FEET
 SY4634'SOUTHEAST OF THE IRON POST SUPPORTING THE STREET SIGNS.
 SY4634'
 SY4634'REFERENCE MARK NO. 3, STAMPED DRIVE 1934 NO. 3 1957, IS A STANDARD
 SY4634'DISK SET IN THE NORTHEAST CURB OF BEACH DRIVE.  IT IS 37 FEET
 SY4634'SOUTHWEST OF THE SOUTH CORNER OF HOUSE NO. 4500 AND 3 FEET
 SY4634'SOUTHEAST OF THE SOUTHEAST SIDE OF THIS HOUSE EXTENDED.
 SY4634'
 SY4634'NOTE--THE AZIMUTH FROM DRIVE TO ALKI PT LIGHT IS 144 DEG 27 MIN
 SY4634'18 SEC, MEASURED FROM TRUE SOUTH.
 SY4634
 SY4634                          STATION RECOVERY (1965)
 SY4634
 SY4634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY4634'RECOVERED AS DESCRIBED BY M.E.W. IN 1963.
 SY4634
 SY4634                          STATION RECOVERY (1983)
 SY4634
 SY4634'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4634'DRIVE 1934 1963 RECOVERED GOOD.
 SY4634'
 SY4634'RECOVERED AS DESCRIBED EXCEPT STATION MARK IS NOW APPROX. 3 INCHES
 SY4634'BELOW GRASS SURFACE.
 SY4634'
 SY4634'RM 2 AND RM 3 RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0469 ***********************************************************************
 TQ0469  DESIGNATION -  DRIVEWAY BUTTE LOOKOUT TOWER
 TQ0469  PID         -  TQ0469
 TQ0469  STATE/COUNTY-  WA/OKANOGAN
 TQ0469  USGS QUAD   -  ROBINSON MTN (1963)
 TQ0469
 TQ0469                         *CURRENT SURVEY CONTROL
 TQ0469  ___________________________________________________________________
 TQ0469* NAD 83(1991)-  48 38 03.52958(N)    120 31 58.01803(W)     ADJUSTED  
 TQ0469* NAVD 88     -                                                        
 TQ0469  ___________________________________________________________________
 TQ0469  LAPLACE CORR-          -8.09  (seconds)                    DEFLEC99
 TQ0469  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TQ0469
 TQ0469  HORZ ORDER  -  THIRD
 TQ0469
 TQ0469.The horizontal coordinates were established by classical geodetic methods
 TQ0469.and adjusted by the National Geodetic Survey in December 1991..
 TQ0469
 TQ0469
 TQ0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0469
 TQ0469.The geoid height was determined by GEOID03.
 TQ0469
 TQ0469;                    North         East     Units Scale Factor Converg.
 TQ0469;SPC WA N     -   181,755.410   522,151.934   MT  0.99998289   +0 13 25.6
 TQ0469;SPC WA N     -   596,309.21  1,713,093.47   sFT  0.99998289   +0 13 25.6
 TQ0469;UTM  10      - 5,389,743.498   681,768.848   MT  1.00000594   +1 51 07.8
 TQ0469
 TQ0469                          SUPERSEDED SURVEY CONTROL
 TQ0469
 TQ0469  NAD 83(1986)-  48 38 03.52928(N)    120 31 58.01063(W) AD(       ) 4
 TQ0469  NAD 27      -  48 38 04.01200(N)    120 31 53.64400(W) AD(       ) 3
 TQ0469
 TQ0469.Superseded values are not recommended for survey control.
 TQ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0469.See file dsdata.txt to determine how the superseded data were derived.
 TQ0469
 TQ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU8176989743(NAD 83)
 TQ0469
 TQ0469  HISTORY     - Date     Condition        Report By
 TQ0469  HISTORY     - 1950     MONUMENTED       CGS
 TQ0469  HISTORY     - 1961     SEE DESCRIPTION  USGS
 TQ0469
 TQ0469                          STATION DESCRIPTION
 TQ0469
 TQ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TQ0469'THE STATION IS A LOOKOUT HOUSE MOUNTED ON A TOWER, LOCATED ABOUT 6
 TQ0469'MILES AIRLINE NORTHWEST OF MAZAMA, ABOUT 1-1/2 MILES AIRLINE
 TQ0469'SOUTHWEST OF STATE HIGHWAY 16, AND ABOUT 19 MILES AIRLINE NORTHWEST
 TQ0469'OF WINTHROP.
 TQ0469'
 TQ0469'THE POINT INTERSECTED WAS THE CENTER AND HIGHEST POINT OF THE
 TQ0469'LOOKOUT HOUSE.
 TQ0469
 TQ0469                          STATION RECOVERY (1961)
 TQ0469
 TQ0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 TQ0469'LOOKOUT TOWER HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2729 ***********************************************************************
 SY2729  DESIGNATION -  DRON
 SY2729  PID         -  SY2729
 SY2729  STATE/COUNTY-  WA/PIERCE
 SY2729  USGS QUAD   -  TACOMA NORTH (1994)
 SY2729
 SY2729                         *CURRENT SURVEY CONTROL
 SY2729  ___________________________________________________________________
 SY2729* NAD 83(1991)-  47 17 59.08781(N)    122 26 31.65222(W)     ADJUSTED  
 SY2729* NAVD 88     -        28.6    (meters)      94.     (feet)  VERTCON   
 SY2729  ___________________________________________________________________
 SY2729  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 SY2729  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2729
 SY2729  HORZ ORDER  -  FIRST
 SY2729
 SY2729.The horizontal coordinates were established by classical geodetic methods
 SY2729.and adjusted by the National Geodetic Survey in December 1991..
 SY2729
 SY2729.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2729
 SY2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2729
 SY2729.The geoid height was determined by GEOID03.
 SY2729
 SY2729;                    North         East     Units Scale Factor Converg.
 SY2729;SPC WA S     -   220,384.122   353,133.765   MT  0.99999249   -1 24 38.7
 SY2729;SPC WA S     -   723,043.57  1,158,573.03   sFT  0.99999249   -1 24 38.7
 SY2729;SPC WA N     -    34,598.584   378,331.272   MT  1.00004337   -1 11 52.0
 SY2729;SPC WA N     -   113,512.19  1,241,241.85   sFT  1.00004337   -1 11 52.0
 SY2729;UTM  10      - 5,238,625.636   542,174.886   MT  0.99962186   +0 24 36.0
 SY2729
 SY2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2729!SPC WA S     -   0.99999907  x   0.99999249  =   0.99999156
 SY2729!SPC WA N     -   0.99999907  x   1.00004337  =   1.00004244
 SY2729!UTM  10      -   0.99999907  x   0.99962186  =   0.99962093
 SY2729
 SY2729|---------------------------------------------------------------------|
 SY2729| PID    Reference Object                     Distance      Geod. Az  |
 SY2729|                                                           dddmmss.s |
 SY2729| CE3983 DRON RM 2 RESET                       4.339 METERS 01634     |
 SY2729| CE3984 DRON RM 3                             7.089 METERS 11636     |
 SY2729| CE3982 DRON RM 2                             5.037 METERS 12803     |
 SY2729| SY2679 DISTRICT HEATING CO SOUTH STK       APPROX. 5.4 KM 1735123.3 |
 SY2729| SY2680 DISTRICT HEATING CO NORTH STK       APPROX. 5.3 KM 1735823.7 |
 SY2729| SY2715 STADIUM FLAGPOLE                    APPROX. 3.8 KM 1893657.0 |
 SY2729| SY2948 RUSTON AMERICAN SMELTING STACK      APPROX. 4.9 KM 2661948.2 |
 SY2729| CE3981 DRON RM 1                             4.398 METERS 35503     |
 SY2729|---------------------------------------------------------------------|
 SY2729
 SY2729                          SUPERSEDED SURVEY CONTROL
 SY2729
 SY2729  NAD 83(1986)-  47 17 59.08201(N)    122 26 31.66596(W) AD(       ) 1
 SY2729  NAD 27      -  47 17 59.72900(N)    122 26 27.21700(W) AD(       ) 1
 SY2729  NGVD 29 (07/19/86)   27.5    (m)           90.     (f) VERT ANG       
 SY2729
 SY2729.Superseded values are not recommended for survey control.
 SY2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2729.See file dsdata.txt to determine how the superseded data were derived.
 SY2729
 SY2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4217538626(NAD 83)
 SY2729_MARKER: DS = TRIANGULATION STATION DISK
 SY2729_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY2729
 SY2729  HISTORY     - Date     Condition        Report By
 SY2729  HISTORY     - 1905     MONUMENTED       CGS
 SY2729  HISTORY     - 1921     GOOD             CGS
 SY2729  HISTORY     - 1923     GOOD             CGS
 SY2729  HISTORY     - 1933     GOOD             CGS
 SY2729  HISTORY     - 1935     GOOD             CGS
 SY2729  HISTORY     - 1936     GOOD             CGS
 SY2729  HISTORY     - 1962     GOOD             WAHC
 SY2729  HISTORY     - 1972     GOOD             NGS
 SY2729  HISTORY     - 1974     GOOD             NGS
 SY2729
 SY2729                          STATION DESCRIPTION
 SY2729
 SY2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 SY2729'STATION IS ON COMMENCEMENT BAY, ABOUT 1/2 MILE SE OF BROWN POINT
 SY2729'LIGHTHOUSE AND ABOUT 1/2 MILE W OF STATION GULL.  IT IS ON THE
 SY2729'HIGHEST PART OF A BLUFF POINT ABOUT 60 FEET ABOVE THE WATER AND 20
 SY2729'OR 25 FEET INLAND FROM THE EDGE OF THE BLUFF, IN A THICKET OF
 SY2729'MADRONA TREES, SOME OF WHICH WERE FELLED TO CLEAR THE LINE TO
 SY2729'STATION NEILL.
 SY2729'
 SY2729'THE STATION IS MARKED BY A STANDARD BRONZE STATION MARK SET IN A
 SY2729'MASS OF CONCRETE AND STAMPED ON THE FACE DRON 1921, AND THE
 SY2729'UNDERGROUND MARK IS A CROSS IN THE TOP OF A COPPER BOLT SET IN A
 SY2729'BOULDER.  THERE IS A STANDARD BRONZE REFERENCE MARK SET IN A ROCK
 SY2729'4.42 METERS FROM THE STATION N 04 DEG 02 MIN W.
 SY2729
 SY2729                          STATION RECOVERY (1923)
 SY2729
 SY2729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (WM)
 SY2729'FOUND AS DESCRIBED BY E.W. EICKELBERG, 1921.  THE HIGHWAY FROM
 SY2729'TACOMA TO BROWNS POINT RUNS 50 YARDS TO THE E OF THE STATION.
 SY2729
 SY2729                          STATION RECOVERY (1933)
 SY2729
 SY2729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FHH)
 SY2729'THE STATION WAS RECOVERED FROM THE ORIGINAL DESCRIPTION, AND ITS
 SY2729'POSITION PLOTTED ON THE CHART, THE MARK WAS FOUND IN GOOD
 SY2729'CONDITION.  REVISED DESCRIPTION FOLLOWS--
 SY2729'
 SY2729'STATION IS IN A SMALL CLEARED LOT, SURROUNDED BY A GROWTH OF
 SY2729'MADRONA.  THE LOT IS JUST SW OF THE END OF THE CONCRETE ON THE
 SY2729'HIGHWAY FROM TACOMA TO BROWNS POINT, AND ABOUT 1/4 MILE W FROM THE
 SY2729'ROAD FORKS BETWEEN ROAD TO BROWNS POINT AND THE MAIN HIGHWAY.  THE
 SY2729'STATION IS ON A SIDE HILL, ABOUT 30 YARDS FROM THE LEVEL SUMMIT,
 SY2729'AND ABOUT 15 FEET FROM THE EDGE OF THE STEEP BLUFF THAT RISES
 SY2729'FROM THE SHORE.  THE STATION MARK IS FLUSH WITH THE SURFACE OF
 SY2729'THE GROUND.
 SY2729
 SY2729                          STATION RECOVERY (1935)
 SY2729
 SY2729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2729'STATION RECOVERED.  REVISED DESCRIPTION FOLLOWS--
 SY2729'
 SY2729'THE STATION IS A STANDARD TABLET STAMPED DRON 1921 SET IN A MASS
 SY2729'OF CONCRETE, FLUSH WITH GROUND.  THE STATION IS NEAR THE TOP OF
 SY2729'A BLUFF, ELEVATION 90 FEET, ON N SHORE OF COMMENCEMENT BAY, ABOUT
 SY2729'1/2 MILE SOUTHWARD OF BROWNS POINT LIGHTHOUSE.  THE PAVED HIGHWAY
 SY2729'FROM TACOMA TO BROWNS POINT IS SLIGHTLY HIGHER THAN STATION.  THE
 SY2729'STATION IS ABOUT 100 FEET FROM THE HIGHWAY, AND ABOUT 15 FEET
 SY2729'FROM THE EDGE OF THE STEEP BLUFF THAT RISES FROM THE SHORE.
 SY2729'THE LAND IS PARTLY CLEARED.  APPROACH STATION FROM SHORE BY A
 SY2729'WOODEN STAIRWAY - STATION IS SHORT DISTANCE TO WESTWARD, OR
 SY2729'FROM HIGHWAY.
 SY2729
 SY2729                          STATION RECOVERY (1936)
 SY2729
 SY2729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY2729'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 SY2729
 SY2729                          STATION RECOVERY (1962)
 SY2729
 SY2729'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1962
 SY2729'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED, EXCEPT IS
 SY2729'SURROUNDED BY POISON OAK.  THE DIRT ROADS HAVE BEEN PAVED SINCE
 SY2729'PREVIOUS DESCRIPTION.
 SY2729
 SY2729                          STATION RECOVERY (1972)
 SY2729
 SY2729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SY2729'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 SY2729'NO. 1 WAS NOT FOUND.  REFERENCE MARKS 2 AND 3 WERE ESTABLISHED.
 SY2729'
 SY2729'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF TACOMA, ON BROWNS
 SY2729'POINT, ABOUT 1/2 MILE SOUTH OF BROWNS POINT LIGHTHOUSE, ON THE
 SY2729'NORTHEAST SIDE OF COMMENCEMENT BAY, ON THE LOT BETWEEN HOUSES 4780
 SY2729'AND 4758 ON HYADA BLVD, AND IN SECTION 20, T 21 N, R 3 E.
 SY2729'
 SY2729'TO REACH FROM THE INTERSECTION OF TOK-A-LOU AVE. NE AND HYADA
 SY2729'AVE NE, WHICH IS ON THE SOUTHWESTERN EDGE OF BROWNS POINT, FOLLOW
 SY2729'A FOOT-PATH SOUTHWESTERLY (PATH ENTERS WOODS ACROSS THE ROAD AND
 SY2729'15 FEET NORTHWEST OF THE PROJECTION OF THE CONCRETE DRIVEWAY INTO
 SY2729'A RED-BRICK AND STONE, 2-STORY HOUSE NUMBERED 4801 HYADA BLVD NE)
 SY2729'(HOUSES ON SW SIDE OF THE STREET ARE NUMBERED IN THE 4700S.)
 SY2729'ABOUT 75 YARDS TO THE CLIFF AT THE WATERS EDGE, GO NORTH ALONG A
 SY2729'PATH ABOUT 28 YARDS TO THE STATION ON THE RIGHT, 6 FEET
 SY2729'NORTHEAST OF AND 1 FOOT HIGHER THAN THE PATH.  THE WHOLE AREA
 SY2729'ABOUNDS IN POISON OAK AND OTHER BRUSH AND VINES.
 SY2729'
 SY2729'THE STATION MARK, STAMPED DRON 1921, IS A STANDARD DISK SET IN
 SY2729'CONCRETE 2 INCHES BELOW GROUND.  IT IS 5-1/2 FEET NORTHWEST OF A
 SY2729'3-FOOT HIGH MADRONA STUMP WHICH IS GROWING AGAIN, 4-1/2 FEET
 SY2729'SOUTHWEST OF A MADRONA STUMP WITH A TREE GROWING OUT OF ITS NORTH
 SY2729'SIDE, 1 FOOT EAST OF A 3/4-INCH PIPE WHICH PROJECTS 1 FOOT AND 1
 SY2729'FOOT SOUTH OF A METAL WITNESS POST.  THE MARK IS 43 FEET SOUTH
 SY2729'OF A BOARD FENCE, ABOUT 20 FEET EAST OF THE EDGE OF THE CLIFF
 SY2729'AND ON A MODERATE SLOPE.
 SY2729'
 SY2729'REFERENCE MARK NO. 2, STAMPED DRON 1905 NO 2 1972, IS A STANDARD
 SY2729'DISK SET IN A SECTION OF 4-INCH SOIL PIPE WHICH PROJECTS 4
 SY2729'INCHES.  IT IS 12 FEET SOUTHWEST OF A 16-INCH MADRONA TREE WITH
 SY2729'A SPLIT TRUNK STARTING ABOUT 8 FEET ABOVE GROUND AND ABOUT 4 FEET
 SY2729'HIGHER THAN THE STATION.
 SY2729'
 SY2729'REFERENCE MARK NO. 3, STAMPED DRON 1905 NO 3 1972, IS A STANDARD
 SY2729'DISK SET IN A SECTION OF 4-INCH BLACK PLASTIC PIPE FILLED WITH
 SY2729'CONCRETE AND PROJECTING 4 INCHES.  IT IS 14 FEET NORTH OF THE EDGE
 SY2729'OF THE CLIFF, 6 FEET SOUTH OF THE FOOT PATH, 2-1/2 FEET NORTHWEST
 SY2729'OF A 12-INCH MADRONA TREE WHICH LEANS TO THE NORTHWEST AND HAS A
 SY2729'SMALL TRIANGLE BLAZE ON ITS NORTHWEST SIDE.
 SY2729'
 SY2729'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 SY2729'
 SY2729'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2729'2-1/2 MILES NORTHEAST OF TACOMA.
 SY2729
 SY2729                          STATION RECOVERY (1974)
 SY2729
 SY2729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (MHF)
 SY2729'STATION WAS RECOVERED AS DESCRIBED BY MEW IN 1963.  THE STATION IS
 SY2729'SURROUNDED BY A HEAVY THICKET OF MADRONA TREES, AND DOES NOT SEE
 SY2729'WELL.
 SY2729'
 SY2729'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2729'2.7 NM NORTH OF DOWNTOWN TACOMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5216 ***********************************************************************
 SY5216  DESIGNATION -  DRONE 1900
 SY5216  PID         -  SY5216
 SY5216  STATE/COUNTY-  WA/KITSAP
 SY5216  USGS QUAD   -  BREMERTON EAST (1981)
 SY5216
 SY5216                         *CURRENT SURVEY CONTROL
 SY5216  ___________________________________________________________________
 SY5216* NAD 83(1991)-  47 34 24.48228(N)    122 34 51.29038(W)     ADJUSTED  
 SY5216* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5216  ___________________________________________________________________
 SY5216  LAPLACE CORR-         -12.68  (seconds)                    DEFLEC99
 SY5216  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 SY5216
 SY5216  HORZ ORDER  -  THIRD
 SY5216
 SY5216.The horizontal coordinates were established by classical geodetic methods
 SY5216.and adjusted by the National Geodetic Survey in December 1991..
 SY5216
 SY5216.The orthometric height was scaled from a topographic map.
 SY5216
 SY5216.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5216
 SY5216.The geoid height was determined by GEOID03.
 SY5216
 SY5216;                    North         East     Units Scale Factor Converg.
 SY5216;SPC WA N     -    65,252.122   368,527.826   MT  0.99998711   -1 18 04.0
 SY5216;SPC WA N     -   214,081.34  1,209,078.38   sFT  0.99998711   -1 18 04.0
 SY5216;UTM  10      - 5,268,979.743   531,518.722   MT  0.99961221   +0 18 33.7
 SY5216
 SY5216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5216!SPC WA N     -   1.00000295  x   0.99998711  =   0.99999006
 SY5216!UTM  10      -   1.00000295  x   0.99961221  =   0.99961516
 SY5216
 SY5216:                Primary Azimuth Mark                     Grid Az
 SY5216:SPC WA N     -  ROCK 1915                                220 18 29.0
 SY5216:UTM  10      -  ROCK 1915                                218 41 51.3
 SY5216
 SY5216|---------------------------------------------------------------------|
 SY5216| PID    Reference Object                     Distance      Geod. Az  |
 SY5216|                                                           dddmmss.s |
 SY5216| SY5285 ROCK 1915                           APPROX. 1.1 KM 2190025.0 |
 SY5216|---------------------------------------------------------------------|
 SY5216
 SY5216                          SUPERSEDED SURVEY CONTROL
 SY5216
 SY5216  NAD 83(1986)-  47 34 24.47632(N)    122 34 51.29668(W) AD(       ) 3
 SY5216  NAD 27      -  47 34 25.12700(N)    122 34 46.81900(W) AD(       ) 3
 SY5216
 SY5216.Superseded values are not recommended for survey control.
 SY5216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5216.See file dsdata.txt to determine how the superseded data were derived.
 SY5216
 SY5216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3151968980(NAD 83)
 SY5216
 SY5216  HISTORY     - Date     Condition        Report By
 SY5216  HISTORY     - 1900     MONUMENTED       CGS
 SY5216  HISTORY     - 1915     SEE DESCRIPTION  CGS
 SY5216  HISTORY     - 1916     SEE DESCRIPTION  CGS
 SY5216  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5216  HISTORY     - 19960430 MARK NOT FOUND   USPSQD
 SY5216
 SY5216                          STATION DESCRIPTION
 SY5216
 SY5216'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (AHD)
 SY5216'STATION IS ON S SHORE OF PORT ORCHARD AT OUTER POINT OF FIRST
 SY5216'PROMINENT HEADLAND W OF CARROL.  IT IS 7 FEET FROM EDGE OF LOW
 SY5216'CLIFF ABOVE HIGH-WATER MARK.
 SY5216'
 SY5216'REFERENCE MARKS ARE.  LARGE BARE MADRONA TREE OVERHANGING BLUFF
 SY5216'(WHICH IS 4 FEET HIGH) AND LIBERALLY MARKED WITH LETTER, INITIALS
 SY5216'ETC. BEARS NNE DISTANT 45 FEET.  REFERENCE MARK NO.2 A TALL FIR
 SY5216'TREE BLAZED WITH TRIANGLE, BEARS S 1/2 W DISTANT 95.2
 SY5216'FEET.  REFERENCE MARK NO.3 A LARGE BOULDER AT HIGH-WATER MARK CUT
 SY5216'WITH TRIANGLE, BEARS NW 3/4 W 20 FEET DISTANT.  ALL BEARINGS
 SY5216'(MAGNETIC).
 SY5216'
 SY5216'SUBSURFACE MARK IS A 1/2-INCH HOLE DRILLED INTO BOULDER SUNK 1-1/2
 SY5216'FEET.
 SY5216
 SY5216                          STATION RECOVERY (1915)
 SY5216
 SY5216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1915 (FHH)
 SY5216'THIS STATION IS LOCATED ON THE S SHORE OF PORT ORCHARD ABOUT 100
 SY5216'METERS E OF THE DOCK NAMED WATERMAN.  A SMALL GENERAL STORE IS
 SY5216'ABOUT 100 METERS TO THE S AND NEARBY A SMALL DWELLING HOUSE.
 SY5216'
 SY5216'THE STATION MARK IS A STANDARD DISK SET IN CONCRETE PIER.  IT IS
 SY5216'NEAR THE EDGE OF THE BANK ABOUT 15 FEET HIGH AT THIS
 SY5216'PLACE.  DISTANCE TO REFERENCE MARK ON BOULDER MEASURED IN STRAIGHT
 SY5216'LINE IS 6.465 METERS.
 SY5216
 SY5216                          STATION RECOVERY (1916)
 SY5216
 SY5216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY5216'RECOVERED AS DESCRIBED.
 SY5216
 SY5216                          STATION RECOVERY (1934)
 SY5216
 SY5216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5216'STATION LOST THROUGH EROSION.  RECOVERED REFERENCE MARK NO.3.
 SY5216
 SY5216                          STATION RECOVERY (1996)
 SY5216
 SY5216'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5225 ***********************************************************************
 SY5225  DESIGNATION -  DRONE 2
 SY5225  PID         -  SY5225
 SY5225  STATE/COUNTY-  WA/KITSAP
 SY5225  USGS QUAD   -  BREMERTON EAST (1981)
 SY5225
 SY5225                         *CURRENT SURVEY CONTROL
 SY5225  ___________________________________________________________________
 SY5225* NAD 83(1991)-  47 34 22.14508(N)    122 34 52.85185(W)     ADJUSTED  
 SY5225* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5225  ___________________________________________________________________
 SY5225  LAPLACE CORR-         -12.66  (seconds)                    DEFLEC99
 SY5225  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 SY5225
 SY5225  HORZ ORDER  -  SECOND
 SY5225
 SY5225.The horizontal coordinates were established by classical geodetic methods
 SY5225.and adjusted by the National Geodetic Survey in December 1991..
 SY5225
 SY5225.The orthometric height was scaled from a topographic map.
 SY5225
 SY5225.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5225
 SY5225.The geoid height was determined by GEOID03.
 SY5225
 SY5225;                    North         East     Units Scale Factor Converg.
 SY5225;SPC WA N     -    65,180.701   368,493.562   MT  0.99998721   -1 18 05.2
 SY5225;SPC WA N     -   213,847.02  1,208,965.96   sFT  0.99998721   -1 18 05.2
 SY5225;UTM  10      - 5,268,907.414   531,486.491   MT  0.99961218   +0 18 32.5
 SY5225
 SY5225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5225!SPC WA N     -   1.00000295  x   0.99998721  =   0.99999016
 SY5225!UTM  10      -   1.00000295  x   0.99961218  =   0.99961513
 SY5225
 SY5225|---------------------------------------------------------------------|
 SY5225| PID    Reference Object                     Distance      Geod. Az  |
 SY5225|                                                           dddmmss.s |
 SY5225| CF6541 DRONE 2 RM                           17.770 METERS 12539     |
 SY5225| SY5210 STREAM 2                            APPROX. 1.6 KM 2974329.7 |
 SY5225|---------------------------------------------------------------------|
 SY5225
 SY5225                          SUPERSEDED SURVEY CONTROL
 SY5225
 SY5225  NAD 83(1986)-  47 34 22.13911(N)    122 34 52.85819(W) AD(       ) 2
 SY5225  NAD 27      -  47 34 22.79000(N)    122 34 48.38200(W) AD(       ) 2
 SY5225
 SY5225.Superseded values are not recommended for survey control.
 SY5225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5225.See file dsdata.txt to determine how the superseded data were derived.
 SY5225
 SY5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3148668907(NAD 83)
 SY5225_MARKER: Z = SEE DESCRIPTION
 SY5225_SETTING: 0 = UNSPECIFIED SETTING
 SY5225
 SY5225  HISTORY     - Date     Condition        Report By
 SY5225  HISTORY     - 1934     MONUMENTED       CGS
 SY5225  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY5225  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY5225  HISTORY     - 19960430 MARK NOT FOUND   USPSQD
 SY5225  HISTORY     - 20051120 MARK NOT FOUND   USPSQD
 SY5225
 SY5225                          STATION DESCRIPTION
 SY5225
 SY5225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5225'STATION IS LOCATED ON THE E SIDE OF PORT ORCHARD ABOUT 50 METERS
 SY5225'S OF THE INSHORE END OF THE WATERMAN DOCK.  IT IS ABOUT 10 FEET W
 SY5225'OF THE EDGE OF THE HIGHWAY.
 SY5225'
 SY5225'SURFACE MARK IS A STANDARD DISK SET IN A 11- BY 11- BY 24-INCH
 SY5225'BLOCK OF CONCRETE FLUSH WITH THE SURFACE.
 SY5225'
 SY5225'SUBSURFACE MARK IS A STANDARD DISK SET IN A MASS OF CONCRETE 30
 SY5225'INCHES DEEP.
 SY5225'
 SY5225'REFERENCE MARK IS A STANDARD DISK IN A 11- BY 11- BY 24-INCH BLOCK
 SY5225'ON THE RIGHT-OF-WAY LINE E OF THE HIGHWAY AND NEARLY INSHORE FROM
 SY5225'THE STATION.
 SY5225
 SY5225                          STATION RECOVERY (1953)
 SY5225
 SY5225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WNH)
 SY5225'STATION LOOSE.
 SY5225
 SY5225                          STATION RECOVERY (1965)
 SY5225
 SY5225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5225'STATION MARK WAS RECOVERED AND IS ON THE EDGE OF THE BANK, EXPOSED
 SY5225'ABOUT 12 INCHES ON THE EAST SIDE AND 18 INCHES ON THE WEST.  IT IS
 SY5225'ABOUT 100 FEET SOUTH OF THE DOCK, INSTEAD OF 50 METERS.  THE
 SY5225'REFERENCE MARK WAS NOT FOUND.
 SY5225'
 SY5225'THE STATION IS IN DANGER OF DESTRUCTION BY EROSION, SO DRONE 3
 SY5225'WAS ESTABLISHED.
 SY5225
 SY5225                          STATION RECOVERY (1996)
 SY5225
 SY5225'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5225'MARK NOT FOUND.
 SY5225
 SY5225                          STATION RECOVERY (2005)
 SY5225
 SY5225'RECOVERY NOTE BY US POWER SQUADRON 2005
 SY5225'BANK HAS BEEN ERODED TO WITHIN 2-3 FEET OF THE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5217 ***********************************************************************
 SY5217  DESIGNATION -  DRONE 3 1965
 SY5217  PID         -  SY5217
 SY5217  STATE/COUNTY-  WA/KITSAP
 SY5217  USGS QUAD   -  BREMERTON EAST (1981)
 SY5217
 SY5217                         *CURRENT SURVEY CONTROL
 SY5217  ___________________________________________________________________
 SY5217* NAD 83(1991)-  47 34 21.58038(N)    122 34 51.95007(W)     ADJUSTED  
 SY5217* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5217  ___________________________________________________________________
 SY5217  LAPLACE CORR-         -12.64  (seconds)                    DEFLEC99
 SY5217  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 SY5217
 SY5217  HORZ ORDER  -  THIRD
 SY5217
 SY5217.The horizontal coordinates were established by classical geodetic methods
 SY5217.and adjusted by the National Geodetic Survey in December 1991..
 SY5217
 SY5217.The orthometric height was scaled from a topographic map.
 SY5217
 SY5217.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5217
 SY5217.The geoid height was determined by GEOID03.
 SY5217
 SY5217;                    North         East     Units Scale Factor Converg.
 SY5217;SPC WA N     -    65,162.837   368,512.008   MT  0.99998724   -1 18 04.5
 SY5217;SPC WA N     -   213,788.41  1,209,026.48   sFT  0.99998724   -1 18 04.5
 SY5217;UTM  10      - 5,268,890.083   531,505.424   MT  0.99961220   +0 18 33.2
 SY5217
 SY5217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5217!SPC WA N     -   1.00000295  x   0.99998724  =   0.99999019
 SY5217!UTM  10      -   1.00000295  x   0.99961220  =   0.99961515
 SY5217
 SY5217                          SUPERSEDED SURVEY CONTROL
 SY5217
 SY5217  NAD 83(1986)-  47 34 21.57441(N)    122 34 51.95642(W) AD(       ) 3
 SY5217  NAD 27      -  47 34 22.22500(N)    122 34 47.48000(W) AD(       ) 3
 SY5217
 SY5217.Superseded values are not recommended for survey control.
 SY5217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5217.See file dsdata.txt to determine how the superseded data were derived.
 SY5217
 SY5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3150568890(NAD 83)
 SY5217_MARKER: DS = TRIANGULATION STATION DISK
 SY5217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5217_STAMPING: DRONE 3 1965
 SY5217_MARK LOGO: NOS   
 SY5217_PROJECTION: FLUSH
 SY5217_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5217+STABILITY: SURFACE MOTION
 SY5217
 SY5217  HISTORY     - Date     Condition        Report By
 SY5217  HISTORY     - 1965     MONUMENTED       CGS
 SY5217  HISTORY     - 19800101 GOOD             NOS
 SY5217  HISTORY     - 19950226 GOOD             USPSQD
 SY5217  HISTORY     - 20030320 GOOD             USPSQD
 SY5217  HISTORY     - 20051120 GOOD             USPSQD
 SY5217
 SY5217                          STATION DESCRIPTION
 SY5217
 SY5217'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5217'THE STATION IS ON THE SOUTHERN SHORE OF PORT ORCHARD, 2.5 MILES
 SY5217'EAST OF BREMERTON, 0.9 MILE SOUTH OF WATERMAN PT., ACROSS THE ROAD
 SY5217'FROM WATERMAN DOCK AND ON THE FRONT LAWN AT A. R. MATTSONS
 SY5217'RESIDENCE, ADDRESS-- RT. 5, BOX 167, PORT ORCHARD.
 SY5217'
 SY5217'THE MARK IS A STANDARD DISK, STAMPED DRONE 3 1965, SET IN THE 6-FOOT
 SY5217'SQUARE CONCRETE WELL COVER ON THE FRONT LAWN.  IT IS 47.5 FEET
 SY5217'NORTHWEST OF THE NORTHWEST CORNER OF THE STEPS ON THE SOUTH SIDE OF
 SY5217'MR. MATTSONS HOUSE, 42.5 FEET EAST OF THE CENTER OF THE ROAD AND
 SY5217'36.7 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE.
 SY5217'
 SY5217'NO UNDERGROUND MARK WAS SET, AND TIME SCHEDULE DID NOT PERMIT
 SY5217'ESTABLISHING REFERENCE MARKS AT THIS TIME.
 SY5217'
 SY5217'REACHED FROM THE JUNCTION OF SIDNEY AND BAY STREETS IN PORT
 SY5217'ORCHARD BY GOING EASTERLY 0.5 MILE ON BAY STREET, KEEP LEFT FORK
 SY5217'AND GO ALONG SINCLAIR INLET FOR 3.5 MILES TO MR. A. R. MATTSONS
 SY5217'HOUSE ON THE RIGHT AND THE DOCK ON THE LEFT.
 SY5217
 SY5217                          STATION RECOVERY (1980)
 SY5217
 SY5217'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (AJP)
 SY5217'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1965 BY J.T.S.
 SY5217
 SY5217                          STATION RECOVERY (1995)
 SY5217
 SY5217'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY5217'RECOVERED IN GOOD CONDITION.
 SY5217
 SY5217                          STATION RECOVERY (2003)
 SY5217
 SY5217'RECOVERY NOTE BY US POWER SQUADRON 2003
 SY5217'RECOVERED AS DESCRIBED
 SY5217
 SY5217                          STATION RECOVERY (2005)
 SY5217
 SY5217'RECOVERY NOTE BY US POWER SQUADRON 2005
 SY5217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1431 ***********************************************************************
 TR1431  DESIGNATION -  DROP
 TR1431  PID         -  TR1431
 TR1431  STATE/COUNTY-  WA/SKAGIT
 TR1431  USGS QUAD   -  DECEPTION PASS (1978)
 TR1431
 TR1431                         *CURRENT SURVEY CONTROL
 TR1431  ___________________________________________________________________
 TR1431* NAD 83(1991)-  48 24 27.70826(N)    122 39 16.99971(W)     ADJUSTED  
 TR1431* NAVD 88     -         7.76   (+/-2cm)      25.5    (feet)  VERTCON   
 TR1431  ___________________________________________________________________
 TR1431  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 TR1431  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 TR1431
 TR1431  HORZ ORDER  -  SECOND
 TR1431  VERT ORDER  -  THIRD ? (See Below)
 TR1431
 TR1431.The horizontal coordinates were established by classical geodetic methods
 TR1431.and adjusted by the National Geodetic Survey in December 1991..
 TR1431
 TR1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1431.The vertical order pertains to the NGVD 29 superseded value.
 TR1431
 TR1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1431
 TR1431.The geoid height was determined by GEOID03.
 TR1431
 TR1431;                    North         East     Units Scale Factor Converg.
 TR1431;SPC WA N     -   158,108.673   365,171.251   MT  0.99995503   -1 21 21.8
 TR1431;SPC WA N     -   518,728.20  1,198,066.01   sFT  0.99995503   -1 21 21.8
 TR1431;UTM  10      - 5,361,673.221   525,552.570   MT  0.99960802   +0 15 29.6
 TR1431
 TR1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1431!SPC WA N     -   1.00000224  x   0.99995503  =   0.99995727
 TR1431!UTM  10      -   1.00000224  x   0.99960802  =   0.99961026
 TR1431
 TR1431:                Primary Azimuth Mark                     Grid Az
 TR1431:SPC WA N     -  TREE                                     070 36 22.6
 TR1431:UTM  10      -  TREE                                     068 59 31.2
 TR1431
 TR1431|---------------------------------------------------------------------|
 TR1431| PID    Reference Object                     Distance      Geod. Az  |
 TR1431|                                                           dddmmss.s |
 TR1431| TR1445 TREE                                APPROX. 1.0 KM 0691500.8 |
 TR1431| CF8645 DROP RM 1                             6.881 METERS 12627     |
 TR1431| TR1420 PASS                                APPROX. 0.9 KM 2244734.6 |
 TR1431| TR1432 LITE DECEPTION PASS LH 1942         143.300 METERS 28622     |
 TR1431|---------------------------------------------------------------------|
 TR1431
 TR1431                          SUPERSEDED SURVEY CONTROL
 TR1431
 TR1431  NAD 83(1986)-  48 24 27.71058(N)    122 39 17.00477(W) AD(       ) 2
 TR1431  NAD 27      -  48 24 28.34500(N)    122 39 12.37400(W) AD(       ) 2
 TR1431  NGVD 29 (07/19/86)    6.61   (m)           21.7    (f) LEVELING    3  
 TR1431
 TR1431.Superseded values are not recommended for survey control.
 TR1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1431.See file dsdata.txt to determine how the superseded data were derived.
 TR1431
 TR1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2555361673(NAD 83)
 TR1431_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1431_SETTING: 66 = SET IN ROCK OUTCROP
 TR1431_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TR1431
 TR1431  HISTORY     - Date     Condition        Report By
 TR1431  HISTORY     - 1934     MONUMENTED       NPS
 TR1431  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1431  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR1431  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1431
 TR1431                          STATION DESCRIPTION
 TR1431
 TR1431'DESCRIBED BY NATIONAL PARK SERVICE 1934
 TR1431'STATION IS LOCATED JUST INSIDE THE W ENTRANCE TO DECEPTION PASS, ON
 TR1431'THE N SHORE, AND IS 22 FEET ABOVE MEAN-SEA LEVEL, ON TOP OF SMALL
 TR1431'ROCKY POINT EXTENDING SOUTHWESTWARD OUT INTO PASS FROM THE S-CENTER
 TR1431'OF PENINSULA, (LIGHTHOUSE POINT) WHICH IS EXTREME SW END OF
 TR1431'FIDALGO ISLAND.  THIS POINT IS ABOUT 400 FEET E OF STAKE LIGHT
 TR1431'MARKING W ENTRANCE TO PASS.  STATION IS IN DECEPTION PASS STATE
 TR1431'PARK, AND MAY BE REACHED BY ROAD TO RESERVATION BAY PICNIC AREA,
 TR1431'THENCE 3/4 MILE S AND W BY GOOD TRAIL TO N SHORE OF PASS AND THIS
 TR1431'ROCKY POINT.  STATION IS 30 FEET BACK FROM SHORE, ON
 TR1431'GRASSY SLOPE WELL IN THE CLEAR FROM SCRUB TIMBER, REFERENCE MARK
 TR1431'IS NE IN SAME CLEARING, AND IS 4 FEET HIGHER THAN STATION MARK.
 TR1431'
 TR1431'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1431'CONCRETE IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 3 AND 12B.
 TR1431'
 TR1431'REFERENCE MARK IS STAMPED DROP.
 TR1431
 TR1431                          STATION RECOVERY (1939)
 TR1431
 TR1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1431'STATION RECOVERED AS DESCRIBED, EXCEPT REFERENCE MARK.
 TR1431'
 TR1431'STATION IS ON THE W END OF THE N SHORE OF DECEPTION PASS, ON A
 TR1431'SMALL ROCKY POINT EXTENDING SW INTO THE PASS FROM THE CENTER OF THE
 TR1431'PENINSULA KNOWN LOCALLY AS LIGHTHOUSE POINT, ON THE SECOND LEDGE OF
 TR1431'THE POINT 22 FEET ABOVE, AND 10-1/2 METERS N OF THE HIGHWATER
 TR1431'LINE.  A STANDARD DISK STAMPED DROP EL 21.68.
 TR1431'
 TR1431'A REFERENCE MARK WAS ESTABLISHED, A STANDARD DISK STAMPED 1939
 TR1431'CEMENTED INTO A DRILL HOLE IN BEDROCK.
 TR1431
 TR1431                          STATION RECOVERY (1942)
 TR1431
 TR1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GCM)
 TR1431'ON THE N SHORE OF DECEPTION PASS ABOUT 1/2 MILE W OF DECEPTION
 TR1431'PASS BRIDGE AND 1/8 MILE E OF LIGHTHOUSE POINT.
 TR1431'
 TR1431'STATION MARK IS AT AN ELEVATION OF ABOUT 22 FEET AND IS PLACED
 TR1431'AT THE GRASS LINE JUST WHERE THE SLOPE DROPS SHARPLY TO THE
 TR1431'WATER.  IT IS STAMPED EL. 21.68.
 TR1431'
 TR1431'REFERENCE MARK NO.1 IS STAMPED 1939 EL. 26.134.
 TR1431'
 TR1431'REFERENCE MARK NO.2 IS STAMPED EL. 24.85.
 TR1431'
 TR1431'ALL MARKS ARE BRONZE DISKS CEMENTED IN BEDROCK.
 TR1431
 TR1431                          STATION RECOVERY (1960)
 TR1431
 TR1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1431'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1431'CONDITION AS DESCRIBED BY G.C.M. IN 1942 EXCEPT FOR THE STAMPING
 TR1431'OF THE DISKS.
 TR1431'
 TR1431'THE STATION IS A STANDARD STATION MARK DISK STAMPED DROP EL. 21.68
 TR1431'SET IN CONCRETE IN A DRILL HOLE IN THE BEDROCK.
 TR1431'
 TR1431'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED 1 1939
 TR1431'SET IN CONCRETE IN A DRILL HOLE IN THE BEDROCK.
 TR1431'
 TR1431'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED DROP
 TR1431'EL. 24.85 SET IN CONCRETE IN A DRILL HOLE IN THE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2630 ***********************************************************************
 SC2630  DESIGNATION -  DRUMMOND 1910
 SC2630  PID         -  SC2630
 SC2630  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2630  USGS QUAD   -  ABERDEEN (1994)
 SC2630
 SC2630                         *CURRENT SURVEY CONTROL
 SC2630  ___________________________________________________________________
 SC2630* NAD 83(1991)-  46 57 02.53662(N)    123 51 14.29307(W)     ADJUSTED  
 SC2630* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC2630  ___________________________________________________________________
 SC2630  LAPLACE CORR-          12.23  (seconds)                    DEFLEC99
 SC2630  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 SC2630
 SC2630  HORZ ORDER  -  THIRD
 SC2630
 SC2630.The horizontal coordinates were established by classical geodetic methods
 SC2630.and adjusted by the National Geodetic Survey in December 1991..
 SC2630
 SC2630.The orthometric height was scaled from a topographic map.
 SC2630
 SC2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2630
 SC2630.The geoid height was determined by GEOID03.
 SC2630
 SC2630;                    North         East     Units Scale Factor Converg.
 SC2630;SPC WA S     -   185,200.552   244,769.459   MT  0.99993494   -2 26 10.7
 SC2630;SPC WA S     -   607,612.14    803,047.80   sFT  0.99993494   -2 26 10.7
 SC2630;UTM  10      - 5,200,040.020   435,016.888   MT  0.99965190   -0 37 26.7
 SC2630
 SC2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2630!SPC WA S     -   1.00000303  x   0.99993494  =   0.99993797
 SC2630!UTM  10      -   1.00000303  x   0.99965190  =   0.99965493
 SC2630
 SC2630:                Primary Azimuth Mark                     Grid Az
 SC2630:SPC WA S     -  EAST END OF JETTY LIGHT                  035 38 02.6
 SC2630:UTM  10      -  EAST END OF JETTY LIGHT                  033 49 18.6
 SC2630
 SC2630|---------------------------------------------------------------------|
 SC2630| PID    Reference Object                     Distance      Geod. Az  |
 SC2630|                                                           dddmmss.s |
 SC2630| SC2619 EAST END OF JETTY LIGHT             APPROX. 0.8 KM 0331151.9 |
 SC2630| SC2620 NEU                                 APPROX. 0.5 KM 0375053.8 |
 SC2630| SC2653 TANK WITH SPIRE                     APPROX. 2.1 KM 0470916.8 |
 SC2630| SC2656 STAFF                               APPROX. 0.7 KM 0512527.1 |
 SC2630| SC2703 INDIAN 1910                         APPROX. 4.1 KM 2455811.6 |
 SC2630| SC2672 GRAYS HARBOR WHARF                  APPROX. 8.1 KM 2803000.2 |
 SC2630| SC2707 RED LIGHT                           APPROX. 5.1 KM 2871510.2 |
 SC2630| SC2583 FISH                                470.857 METERS 2940016.2 |
 SC2630| SC2695 BURNER A                            APPROX. 3.6 KM 3064219.2 |
 SC2630| SC2709 TOWER                               APPROX. 3.8 KM 3203457.1 |
 SC2630| SC2596 BURNER B                            APPROX. 2.7 KM 3205752.5 |
 SC2630| SC2697 BURNER D                            APPROX. 3.3 KM 3260543.1 |
 SC2630| SC2658 WEST END OF JETTY LIGHT             APPROX. 1.7 KM 3344613.8 |
 SC2630| SC2581 BURNER C                            APPROX. 2.2 KM 3355647.7 |
 SC2630|---------------------------------------------------------------------|
 SC2630
 SC2630                          SUPERSEDED SURVEY CONTROL
 SC2630
 SC2630  NAD 83(1986)-  46 57 02.53187(N)    123 51 14.29235(W) AD(       ) 3
 SC2630  NAD 27      -  46 57 03.21000(N)    123 51 09.67500(W) AD(       ) 3
 SC2630
 SC2630.Superseded values are not recommended for survey control.
 SC2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2630.See file dsdata.txt to determine how the superseded data were derived.
 SC2630
 SC2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3501700040(NAD 83)
 SC2630
 SC2630  HISTORY     - Date     Condition        Report By
 SC2630  HISTORY     - 1910     MONUMENTED       CGS
 SC2630  HISTORY     - 1935     SEE DESCRIPTION  USE
 SC2630  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2630
 SC2630                          STATION DESCRIPTION
 SC2630
 SC2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HWR)
 SC2630'STATION IS BETWEEN THE TOWN SITES OF W ABERDEEN AND DRUMMOND, ABOUT
 SC2630'800 FEET W OF NEUSKAHL CREEK, 400 FEET N OF THE NORTHERN PACIFIC
 SC2630'RAILROAD TRACK.  IT IS AT THE EDGE OF THE BUSHES ABOUT 100 FEET
 SC2630'FROM ORDINARY HIGH-WATER LINE, BUT IS PROBABLY COVERED BY EXTREME
 SC2630'HIGH TIDES.
 SC2630'
 SC2630'THE STATION IS MARKED BY A COPPER BOLT WITH CROSS IN UPPER END SET IN
 SC2630'A CONCRETE PIER 11 BY 11 INCHES BY 4 FEET SET WITH ITS UPPER END
 SC2630'FLUSH WITH THE GROUND.
 SC2630'
 SC2630'REFERENCE MARK NO.1 IS A TRIANGLE OF NAILS IN A SPRUCE TREE 3 FEET IN
 SC2630'DIAMETER, DISTANT 7.52 METERS, BEARING S 44 DEG E MAGNETIC.
 SC2630'
 SC2630'REFERENCE MARK NO.2 IS A TRIANGLE OF NAILS IN AN ALDER TREE 1 FOOT
 SC2630'IN DIAMETER, DISTANT 25.35 METERS, BEARING S 25 DEG W MAGNETIC.
 SC2630
 SC2630                          STATION RECOVERY (1935)
 SC2630
 SC2630'RECOVERY NOTE BY US ENGINEERS 1935
 SC2630'DESTROYED.  A NEW U.S.E. STATION WITH HYDROGRAPHIC TRIPOD SIGNAL
 SC2630'OVER IT, HAS BEEN ESTABLISHED NEAR ORIGINAL DRUMMOND.  NEW STATION IS
 SC2630'CALLED NEWSKAH.
 SC2630
 SC2630                          STATION RECOVERY (1952)
 SC2630
 SC2630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2630'THE STATION WAS REPORTED DESTROYED BY THE U.S.E. IN 1935.  A BRIEF
 SC2630'SEARCH FOR THE STATION WAS MADE BY THIS PARTY BUT IT WAS NOT
 SC2630'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0848 ***********************************************************************
 TO0848  DESIGNATION -  DRY
 TO0848  PID         -  TO0848
 TO0848  STATE/COUNTY-  WA/STEVENS
 TO0848  USGS QUAD   -  BOUNDARY (1992)
 TO0848
 TO0848                         *CURRENT SURVEY CONTROL
 TO0848  ___________________________________________________________________
 TO0848* NAD 83(1991)-  48 58 36.32474(N)    117 39 44.41721(W)     ADJUSTED  
 TO0848* NAVD 88     -       528.5    (meters)    1734.     (feet)  VERTCON   
 TO0848  ___________________________________________________________________
 TO0848  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 TO0848  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 TO0848
 TO0848  HORZ ORDER  -  SECOND
 TO0848
 TO0848.The horizontal coordinates were established by classical geodetic methods
 TO0848.and adjusted by the National Geodetic Survey in December 1991..
 TO0848
 TO0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0848
 TO0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0848
 TO0848.The geoid height was determined by GEOID03.
 TO0848
 TO0848;                    North         East     Units Scale Factor Converg.
 TO0848;SPC WA N     -   224,576.625   732,082.413   MT  1.00005491   +2 21 39.1
 TO0848;SPC WA N     -   736,798.48  2,401,840.38   sFT  1.00005491   +2 21 39.1
 TO0848;UTM  11      - 5,425,083.313   451,532.528   MT  0.99962886   -0 29 58.9
 TO0848
 TO0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0848!SPC WA N     -   0.99991980  x   1.00005491  =   0.99997471
 TO0848!UTM  11      -   0.99991980  x   0.99962886  =   0.99954869
 TO0848
 TO0848:                Primary Azimuth Mark                     Grid Az
 TO0848:SPC WA N     -  OMEGA                                    071 53 38.3
 TO0848:UTM  11      -  OMEGA                                    074 45 16.3
 TO0848
 TO0848|---------------------------------------------------------------------|
 TO0848| PID    Reference Object                     Distance      Geod. Az  |
 TO0848|                                                           dddmmss.s |
 TO0848| TO0845 OMEGA                               APPROX. 4.2 KM 0741517.4 |
 TO0848| CF1366 DRY RM 1                              8.443 METERS 11607     |
 TO0848|---------------------------------------------------------------------|
 TO0848
 TO0848                          SUPERSEDED SURVEY CONTROL
 TO0848
 TO0848  NAD 83(1986)-  48 58 36.31868(N)    117 39 44.42116(W) AD(       ) 2
 TO0848  NAD 27      -  48 58 36.64100(N)    117 39 40.50500(W) AD(       ) 2
 TO0848  NGVD 29 (07/19/86)  527.3    (m)         1730.     (f) VERT ANG       
 TO0848
 TO0848.Superseded values are not recommended for survey control.
 TO0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0848.See file dsdata.txt to determine how the superseded data were derived.
 TO0848
 TO0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ5153325083(NAD 83)
 TO0848_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0848
 TO0848  HISTORY     - Date     Condition        Report By
 TO0848  HISTORY     - 1936     MONUMENTED       BOR
 TO0848  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TO0848
 TO0848                          STATION DESCRIPTION
 TO0848
 TO0848'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0848'LOCATED IN THE SW 1/4 SEC. 12, T. 40 N., R. 40 E., ON SE EDGE OF
 TO0848'A LARGE ROLLING BENCH (SECOND BENCH ABOVE RIVER) WHICH IS ABOUT
 TO0848'400 FEET ABOVE THE COLUMBIA RIVER.  STATION IS ACROSS A SMALL
 TO0848'DRAW TO N OF LARGE BLACK OUTCROP WHICH EXTENDS FROM FIRST BENCH
 TO0848'ABOVE RIVER, HALFWAY UP SLOPE TO SECOND BENCH.
 TO0848'
 TO0848'TO REACH STATION FROM NORTHPORT POST OFFICE, TAKE STATE HIGHWAY
 TO0848'22 (ROSSLAND ROAD).  1.0 MILE WEST END OF NORTHPORT BRIDGE.  1.8
 TO0848'RIGHT FORK OFF STATE HIGHWAY 22.  3.55 CROSS SHEEP CREEK AND TAKE
 TO0848'LEFT FORK.  3.75 RIGHT FORK.  5.0 PASS OLD SAWMILL.  5.7 LEFT
 TO0848'FORK.  5.85 LEFT FORK.  6.4 RIGHT FORK AND CROSS CREEK.  6.6
 TO0848'RIGHT FORK.  7.5 RIGHT FORK.  8.1 RIGHT FORK.  9.05 OLD CABIN ON
 TO0848'LEFT, TAKE LEFT FORK JUST BEYOND.  9.5 CROSS CULVERT AND TAKE
 TO0848'ROAD UPHILL.  10.2 TOP OF HILL, RIGHT FORK.  10.4 TURN
 TO0848'SHARP RIGHT AND FOLLOW OLD TRACKS ACROSS BENCH ABOUT 1-1/4 MILES
 TO0848'TO STATION.
 TO0848'
 TO0848'STATION AND REFERENCE MARKS ARE SET ACCORDING TO NOTES 1A AND 23,
 TO0848'RESPECTIVELY.
 TO0848'
 TO0848'HEIGHT OF STAND ABOVE STATION MARK - 1.29 METERS.
 TO0848
 TO0848                          STATION RECOVERY (1947)
 TO0848
 TO0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TO0848'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE
 TO0848'U.S.B.R. IN 1936.  OWING TO THE MANY CHANGES IN THE LOCALITY THE
 TO0848'U.S.B.R. DESCRIPTION IS INADEQUATE AND A NEW DESCRIPTION IS
 TO0848'SUBMITTED--
 TO0848'
 TO0848'STATION IS LOCATED IN THE SW 1/4 SEC. 12, T. 40 N., R. 40 E. WM,
 TO0848'ABOUT 2.5 MILES NE OF THE MOUTH OF SERIVER CREEK, ABOUT 2.6 MILES
 TO0848'SW OF WANETA, BRITISH COLUMBIA, AND ABOUT 1.4 MILES SW OF BOUNDARY,
 TO0848'WASHINGTON.  IT LIES ON THE EDGE OF A LARGE ROLLING BENCH, ABOUT
 TO0848'400 FEET ABOVE THE COLUMBIA RIVER, ABOUT 650 METERS NW OF THE NW
 TO0848'SHORELINE OF THE COLUMBIA RIVER, NEARLY OPPOSITE AND IN LINE
 TO0848'WITH THE CANYON OF TOM BUSH CREEK, ABOUT 20 METERS W OF THE EDGE
 TO0848'OF THE BENCH, AND 79.0 METERS S OF A LONE PINE TREE ON THE BENCH.
 TO0848'
 TO0848'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK STAMPED
 TO0848'DRY 1936, SET ACCORDING TO NOTE 1A, AND IS 1 INCH BELOW THE
 TO0848'SURFACE OF THE GROUND.
 TO0848'
 TO0848'R.M. 1 HAS BEEN DESTROYED.
 TO0848'
 TO0848'TO REACH THE STATION FROM THE W END OF THE ABANDONED BRIDGE OVER
 TO0848'THE COLUMBIA RIVER AT NORTHPORT, GO N ON STATE HIGHWAY 22 FOR 2.6
 TO0848'MILES.  TURN LEFT ON A DIRT ROAD AND GO 2.4 MILES TO A Y-JUNCTION
 TO0848'AND A U.S. FORESTRY SIGN READING BIG NIGGER CREEK.  TAKE THE RIGHT
 TO0848'FORK AND GO 0.25 MILE TO A Y-JUNCTION.  TAKE THE RIGHT FORK AND
 TO0848'CONTINUE 0.15 MILE TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR
 TO0848'1.4 MILES TO A Y-JUNCTION AND A U.S. FORESTRY SIGN READING
 TO0848'MITCHELL MOUNTAIN.  TAKE THE RIGHT FORK, PASS A CABIN ON THE
 TO0848'LEFT AT 1.0 MILE, CROSS A CULVERT AND TURN UPHILL AT 1.5
 TO0848'MILES AND GO 2.35 MILES TO THE TOP OF A SANDY BENCH.  MAKE A
 TO0848'SHARP RIGHT TURN, BEAR DIRECTLY TOWARD THE LINE OF TOM BUSH
 TO0848'CANYON ON THE OPPOSITE SIDE OF THE COLUMBIA RIVER, AND GO
 TO0848'ABOUT 0.7 MILE TO THE EDGE OF THE BENCH AND TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1982 ***********************************************************************
 SA1982  DESIGNATION -  DRY
 SA1982  PID         -  SA1982
 SA1982  STATE/COUNTY-  WA/FRANKLIN
 SA1982  USGS QUAD   -  SNAKE RIVER (1991)
 SA1982
 SA1982                         *CURRENT SURVEY CONTROL
 SA1982  ___________________________________________________________________
 SA1982* NAD 83(1991)-  46 25 27.97125(N)    118 38 12.48191(W)     ADJUSTED  
 SA1982* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 SA1982  ___________________________________________________________________
 SA1982  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 SA1982  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SA1982
 SA1982  HORZ ORDER  -  THIRD
 SA1982
 SA1982.The horizontal coordinates were established by classical geodetic methods
 SA1982.and adjusted by the National Geodetic Survey in December 1991..
 SA1982
 SA1982.The orthometric height was scaled from a topographic map.
 SA1982
 SA1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1982
 SA1982.The geoid height was determined by GEOID03.
 SA1982
 SA1982;                    North         East     Units Scale Factor Converg.
 SA1982;SPC WA S     -   122,966.910   643,197.045   MT  0.99991851   +1 21 12.3
 SA1982;SPC WA S     -   403,433.94  2,110,222.31   sFT  0.99991851   +1 21 12.3
 SA1982;UTM  11      - 5,142,508.685   374,232.150   MT  0.99979443   -1 11 09.5
 SA1982
 SA1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1982!SPC WA S     -   0.99998031  x   0.99991851  =   0.99989882
 SA1982!UTM  11      -   0.99998031  x   0.99979443  =   0.99977474
 SA1982
 SA1982|---------------------------------------------------------------------|
 SA1982| PID    Reference Object                     Distance      Geod. Az  |
 SA1982|                                                           dddmmss.s |
 SA1982| SA1983 FORD ISLAND LIGHT 33                 12.007 METERS 15300     |
 SA1982| SA1979 SHEFFLER                            APPROX. 1.4 KM 1573328.5 |
 SA1982|---------------------------------------------------------------------|
 SA1982
 SA1982                          SUPERSEDED SURVEY CONTROL
 SA1982
 SA1982  NAD 83(1991)-  46 25 27.97271(N)    118 38 12.48448(W) AD(       ) 3
 SA1982  NAD 83(1986)-  46 25 27.97891(N)    118 38 12.47246(W) AD(       ) 3
 SA1982  NAD 27      -  46 25 28.47930(N)    118 38 08.50610(W) AD(       ) 3
 SA1982
 SA1982.Superseded values are not recommended for survey control.
 SA1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1982.See file dsdata.txt to determine how the superseded data were derived.
 SA1982
 SA1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7423242509(NAD 83)
 SA1982_MARKER: Z = SEE DESCRIPTION
 SA1982_SETTING: 0 = UNSPECIFIED SETTING
 SA1982_STAMPING: DRY 1962
 SA1982_MARK LOGO: CGS   
 SA1982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1982
 SA1982  HISTORY     - Date     Condition        Report By
 SA1982  HISTORY     - 1962     MONUMENTED       CGS
 SA1982  HISTORY     - 19900523 MARK NOT FOUND   USGS
 SA1982
 SA1982                          STATION DESCRIPTION
 SA1982
 SA1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA1982'THE STATION IS LOCATED 12-1/2 MILES SOUTHEAST OF THE LOWER MONUMENTAL
 SA1982'DAM, 9-1/2 MILES EAST OF REDD RAILROAD SIDING, AND ON THE WEST SIDE
 SA1982'OF THE SNAKE RIVER.
 SA1982'
 SA1982'FROM THE PASCO POST OFFICE GO 1.5 MILES EAST ALONG U.S. HIGHWAY
 SA1982'410.  TURN LEFT ON THE KAHLOTUS HIGHWAY AND GO 26.0 MILES TO MC COY
 SA1982'CANYON ROAD.  TURN RIGHT ON MC COY CANYON ROAD AS PER SIGN SIGN
 SA1982'SNAKE RIVER AND GO 1.5 MILES TO JUNCTION WITH MC CLENNY ROAD.  GO
 SA1982'STRAIGHT AHEAD FOR 0.6 MILE TO A T ROAD ON THE LEFT (JONES ROAD).
 SA1982'TURN LEFT AND FOLLOW JONES ROAD 3.0 MILES TO A STOCK FEED-TROUGH.
 SA1982'TURN RIGHT OFF JONES ROAD AND GO 1.6 MILES DOWN CANYON TO A RAILROAD
 SA1982'CROSSING.  CROSS TRACK AND FOLLOW ROAD 0.3 MILE TO LOWER RAILROAD
 SA1982'CROSSING.  BEAR RIGHT AND FOLLOW ROAD SOUTH 1.5 MILES TO SOUTH END
 SA1982'OF RIP-RAP STOCKPILE.  CONTINUE AHEAD, SOUTH, 0.6 MILE TO COUCH
 SA1982'ISLAND RAPIDS LIGHT NO. 35 AND STATION TOK.  FROM STATION TOK
 SA1982'CONTINUE 0.75 MILE TO FORD ISLAND LIGHT NO. 33 AND THE STATION.
 SA1982'
 SA1982'THE STATION MARK IS A COAST AND GEODETIC SURVEY TOPOGRAPHIC
 SA1982'STATION MARK DISK STAMPED DRY 1962, SET IN THE TOP OF A 12-INCH
 SA1982'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 130 FEET
 SA1982'EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 39.39 FEET NORTH OF
 SA1982'FORD ISLAND LIGHT NO. 33, AND 6 FEET WEST OF A CUTBANK.
 SA1982
 SA1982                          STATION RECOVERY (1990)
 SA1982
 SA1982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (ALM)
 SA1982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3588 ***********************************************************************
 SY3588  DESIGNATION -  DRY 1902
 SY3588  PID         -  SY3588
 SY3588  STATE/COUNTY-  WA/KING
 SY3588  USGS QUAD   -  AUBURN (1994)
 SY3588
 SY3588                         *CURRENT SURVEY CONTROL
 SY3588  ___________________________________________________________________
 SY3588* NAD 83(1991)-  47 31 43.93425(N)    122 13 09.97151(W)     ADJUSTED  
 SY3588* NAVD 88     -         7.14   (+/-2cm)      23.4    (feet)  VERTCON   
 SY3588  ___________________________________________________________________
 SY3588  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 SY3588  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY3588
 SY3588  HORZ ORDER  -  THIRD
 SY3588  VERT ORDER  -  THIRD ? (See Below)
 SY3588
 SY3588.The horizontal coordinates were established by classical geodetic methods
 SY3588.and adjusted by the National Geodetic Survey in December 1991..
 SY3588
 SY3588.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3588.The vertical order pertains to the NGVD 29 superseded value.
 SY3588
 SY3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3588
 SY3588.The geoid height was determined by GEOID03.
 SY3588
 SY3588;                    North         East     Units Scale Factor Converg.
 SY3588;SPC WA N     -    59,740.956   395,629.498   MT  0.99999474   -1 01 55.1
 SY3588;SPC WA N     -   196,000.12  1,297,994.44   sFT  0.99999474   -1 01 55.1
 SY3588;UTM  10      - 5,264,233.527   558,754.519   MT  0.99964242   +0 34 32.8
 SY3588
 SY3588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3588!SPC WA N     -   1.00000253  x   0.99999474  =   0.99999727
 SY3588!UTM  10      -   1.00000253  x   0.99964242  =   0.99964495
 SY3588
 SY3588:                Primary Azimuth Mark                     Grid Az
 SY3588:SPC WA N     -  SOLID 1902                               050 40 48.1
 SY3588:UTM  10      -  SOLID 1902                               049 04 20.2
 SY3588
 SY3588|---------------------------------------------------------------------|
 SY3588| PID    Reference Object                     Distance      Geod. Az  |
 SY3588|                                                           dddmmss.s |
 SY3588| SY3678 SOLID 1902                          APPROX. 2.3 KM 0493853.0 |
 SY3588| SY3591 BUNKER                              APPROX. 3.0 KM 1541722.9 |
 SY3588| SY2101 SWAMP                               APPROX. 3.4 KM 1665127.9 |
 SY3588|---------------------------------------------------------------------|
 SY3588
 SY3588                          SUPERSEDED SURVEY CONTROL
 SY3588
 SY3588  NAD 83(1986)-  47 31 43.92664(N)    122 13 09.97916(W) AD(       ) 3
 SY3588  NAD 27      -  47 31 44.58600(N)    122 13 05.52400(W) AD(       ) 3
 SY3588  NGVD 29 (07/19/86)    6.05   (m)           19.8    (f) LEVELING    3  
 SY3588
 SY3588.Superseded values are not recommended for survey control.
 SY3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3588.See file dsdata.txt to determine how the superseded data were derived.
 SY3588
 SY3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5875564234(NAD 83)
 SY3588
 SY3588  HISTORY     - Date     Condition        Report By
 SY3588  HISTORY     - 1902     MONUMENTED       CGS
 SY3588  HISTORY     - 1919     SEE DESCRIPTION  CGS
 SY3588
 SY3588                          STATION DESCRIPTION
 SY3588
 SY3588'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OBF)
 SY3588'STATION IS LOCATED ON THE SE POINT OF MERCER ISLAND ABOUT N OF
 SY3588'REUTON.
 SY3588'
 SY3588'IT IS MARKED BY A BOTTLE BURIED IN THE GROUND ABOUT 2 FEET UPON
 SY3588'WHICH IS A CEDAR STUB 3 BY 5 BY 24 INCHES, CONTAINING A COPPER
 SY3588'NAIL WHICH IS REFERRED TO THE FOLLOWING POINTS--15.42 METERS SW,
 SY3588'A COPPER NAIL IN A 12-INCH BLAZED COTTONWOOD TREE.  20.17 METERS
 SY3588'W, A COPPER NAIL IN A 10-INCH BLAZED MAPLE TREE.  10.99 METERS N,
 SY3588'A COPPER NAIL IN A 14-INCH BLAZED COTTONWOOD TREE.
 SY3588
 SY3588                          STATION RECOVERY (1919)
 SY3588
 SY3588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3588'STATION AS MARKED BY G.T. RUDE RECOVERED WITH REFERENCE MARKS,
 SY3588'BUT TREE WITH WITNESS MARKS HAS BLOWN DOWN.  ECCENTRIC STATION
 SY3588'MARKED WITH REFERENCE MARK WAS OCCUPIED.  COMPUTATIONS INDICATE
 SY3588'THAT G.T. RUDE DID NOT FIND STATION OF O.B. FRENCH.  PRESENT
 SY3588'OBSERVATIONS GIVE POSITION OF MARKED STATION.  SEE NEW
 SY3588'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3586 ***********************************************************************
 SY3586  DESIGNATION -  DRY 2 1914
 SY3586  PID         -  SY3586
 SY3586  STATE/COUNTY-  WA/KING
 SY3586  USGS QUAD   -  AUBURN (1994)
 SY3586
 SY3586                         *CURRENT SURVEY CONTROL
 SY3586  ___________________________________________________________________
 SY3586* NAD 83(1991)-  47 31 43.82194(N)    122 13 09.73922(W)     ADJUSTED  
 SY3586* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3586  ___________________________________________________________________
 SY3586  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 SY3586  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SY3586
 SY3586  HORZ ORDER  -  THIRD
 SY3586
 SY3586.The horizontal coordinates were established by classical geodetic methods
 SY3586.and adjusted by the National Geodetic Survey in December 1991..
 SY3586
 SY3586.The orthometric height was scaled from a topographic map.
 SY3586
 SY3586.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3586
 SY3586.The geoid height was determined by GEOID03.
 SY3586
 SY3586;                    North         East     Units Scale Factor Converg.
 SY3586;SPC WA N     -    59,737.400   395,634.294   MT  0.99999475   -1 01 55.0
 SY3586;SPC WA N     -   195,988.45  1,298,010.18   sFT  0.99999475   -1 01 55.0
 SY3586;SPC WA S     -   245,457.898   370,531.035   MT  1.00005063   -1 14 56.2
 SY3586;SPC WA S     -   805,306.45  1,215,650.57   sFT  1.00005063   -1 14 56.2
 SY3586;UTM  10      - 5,264,230.109   558,759.411   MT  0.99964243   +0 34 33.0
 SY3586
 SY3586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3586!SPC WA N     -   1.00000254  x   0.99999475  =   0.99999729
 SY3586!SPC WA S     -   1.00000254  x   1.00005063  =   1.00005317
 SY3586!UTM  10      -   1.00000254  x   0.99964243  =   0.99964497
 SY3586
 SY3586                          SUPERSEDED SURVEY CONTROL
 SY3586
 SY3586  NAD 83(1986)-  47 31 43.81528(N)    122 13 09.74632(W) AD(       ) 3
 SY3586  NAD 27      -  47 31 44.45900(N)    122 13 05.31000(W) AD(       ) 3
 SY3586
 SY3586.Superseded values are not recommended for survey control.
 SY3586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3586.See file dsdata.txt to determine how the superseded data were derived.
 SY3586
 SY3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5875964230(NAD 83)
 SY3586_MARKER: Z = SEE DESCRIPTION
 SY3586_SETTING: 0 = UNSPECIFIED SETTING
 SY3586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3586
 SY3586  HISTORY     - Date     Condition        Report By
 SY3586  HISTORY     - 1914     MONUMENTED       CGS
 SY3586  HISTORY     - 1919     SEE DESCRIPTION  CGS
 SY3586  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SY3586  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY3586
 SY3586                          STATION DESCRIPTION
 SY3586
 SY3586'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (GTR)
 SY3586'THIS IS A STATION LOCATED ON THE SE SHORE OF MERCER ISLAND, AT
 SY3586'A POINT ABOUT 1/2 MILE NE OF SOUTH POINT.
 SY3586'
 SY3586'IT IS MARKED UNDERGROUND BY A BOTTLE BURIED ABOUT 2
 SY3586'FEET.  SURFACE MARK BEING A REGULATION STATION DISK SET IN THE
 SY3586'DOME-SHAPED TOP OF A CONCRETE PILLAR ABOUT 24 INCHES IN DIAMETER
 SY3586'AND PROJECTING ABOVE THE GRAVEL BEACH ABOUT 3 INCHES.
 SY3586'
 SY3586'REFERENCE MARK NO. 1 IS A 12-INCH TRIANGLE CUT IN A 20-INCH FIR
 SY3586'TREE DISTANT FROM STATION 22.53 METERS, IN AZIMUTH 237 DEGREES
 SY3586'(PRISMATIC COMPASS).  REFERENCE MARK NO. 2 IS A REGULATION
 SY3586'REFERENCE DISK SET IN THE DOME-SHAPED TOP OF A CONCRETE PILLAR
 SY3586'ABOUT 14 INCHES IN DIAMETER AND PROJECTING ABOUT 8 INCHES ABOVE
 SY3586'THE GROUND, DISTANT FROM STATION 12.500 METERS, IN AZIMUTH
 SY3586'265 DEGREES (PRISMATIC COMPASS).  REFERENCE MARK NO. 3, SIMILAR
 SY3586'TO NO. 2 EXCEPT THAT IT IS ABOUT 12 INCHES IN DIAMETER AND
 SY3586'PROJECTS ABOUT 5 INCHES ABOVE SURFACE, IS DISTANT FROM STATION
 SY3586'22.555 METERS, IN AZIMUTH 325 DEGREES (PRISMATIC COMPASS).
 SY3586
 SY3586                          STATION RECOVERY (1919)
 SY3586
 SY3586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3586'STATION RECOVERED AS MARKED BY G.T. RUDE 1914, EXCEPT THAT
 SY3586'REFERENCE MARK NO. 1 IS GONE (TREE HAS FALLEN).  AN ECCENTRIC
 SY3586'STATION WAS OCCUPIED TO TIE DRY 2 INTO THE SCHEME AND THIS WAS
 SY3586'CALLED DRY ECCENTRIC.  ITS POSITION IS MARKED BY REFERENCE MARK
 SY3586'NO. 4.
 SY3586'
 SY3586'POSITION THUS OBTAINED FROM 1919 OBSERVATIONS INDICATES THAT
 SY3586'DRY WAS NOT RECOVERED BY G.T. RUDE.  IT IS RECOMMENDED THAT
 SY3586'AFTER ADJUSTMENT THE POSITION AS DETERMINED FROM 1919 OBSERVATIONS
 SY3586'BE ADOPTED.
 SY3586
 SY3586                          STATION RECOVERY (1938)
 SY3586
 SY3586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HJO)
 SY3586'STATION IS ON THE SE SHORE OF MERCER ISLAND AT A POINT ABOUT
 SY3586'1/2 MILE NE OF SOUTH POINT, IS MARKED UNDERGROUND BY A BOTTLE
 SY3586'BURIED ABOUT 2 FEET.  SURFACE MARK BEING A REGULATION STATION
 SY3586'DISK SET IN THE DOME-SHAPED TOP OF A CONCRETE PILLAR ABOUT 24
 SY3586'INCHES IN DIAMETER AND PROJECTING ABOVE THE GRAVEL BEACH ABOUT
 SY3586'3 INCHES.
 SY3586'
 SY3586'REFERENCE MARK NO.1 IS A 12-INCH TRIANGLE CUT IN A 20-INCH
 SY3586'FIR TREE DISTANT FROM STATION 22.53 METERS, IN AZIMUTH 237
 SY3586'DEGREES (PRISMATIC COMPASS).  REFERENCE MARK NO. 2 IS A
 SY3586'REGULATION REFERENCE DISK SET IN THE DOME-SHAPED TOP OF A
 SY3586'CONCRETE PILLAR ABOUT 14 INCHES IN DIAMETER AND PROJECTING
 SY3586'ABOUT 8 INCHES ABOVE THE GROUND, DISTANT FROM STATION 12.500
 SY3586'METERS, IN AZIMUTH 265 DEGREES (PRISMATIC COMPASS).  REFERENCE
 SY3586'MARK NO.3, SIMILAR TO NO.2 EXCEPT THAT IT IS ABOUT 12 INCHES
 SY3586'IN DIAMETER AND PROJECTS ABOUT 5 INCHES ABOVE SURFACE, IS
 SY3586'DISTANT FROM STATION 22.555 METERS, IN AZIMUTH 325 DEGREES
 SY3586'(PRISMATIC COMPASS).
 SY3586
 SY3586                          STATION RECOVERY (1956)
 SY3586
 SY3586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WWH)
 SY3586'SURFACE MARK, STANDARD TRIANGULATION DISK SET IN A CONCRETE
 SY3586'PILLAR RECOVERED AND FOUND REMOVED FROM ORIGINAL POSITION, THE
 SY3586'CONCRETE BLOCK LYING ON ITS SIDE IN A BULKHEAD.  ALL EVIDENCE IS
 SY3586'THAT THE REFERENCE MARKS 2, 3 AND 4 HAVE BEEN DESTROYED DURING
 SY3586'IMPROVEMENT OF A SHORELINE PROPERTY.  TREE-CARRYING TRIANGLE
 SY3586'BLAZE HAS BEEN DESTROYED.  REFERENCE MARK 4 (ESTABLISHED BY
 SY3586'N.H.H. IN 1919) WAS AT THE TIME OCCUPIED AS DRY ECCENTRIC AND
 SY3586'A DISTANCE AND DIRECTION TIE MADE TO DRY 2.  NO RECOVERY OF
 SY3586'THIS MARK WAS NOTED IN H.J.OS RECOVERY NOTE IN 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3587 ***********************************************************************
 SY3587  DESIGNATION -  DRY 3
 SY3587  PID         -  SY3587
 SY3587  STATE/COUNTY-  WA/KING
 SY3587  USGS QUAD   -  AUBURN (1994)
 SY3587
 SY3587                         *CURRENT SURVEY CONTROL
 SY3587  ___________________________________________________________________
 SY3587* NAD 83(1991)-  47 31 43.63747(N)    122 13 09.64997(W)     ADJUSTED  
 SY3587* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3587  ___________________________________________________________________
 SY3587  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 SY3587  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SY3587
 SY3587  HORZ ORDER  -  SECOND
 SY3587
 SY3587.The horizontal coordinates were established by classical geodetic methods
 SY3587.and adjusted by the National Geodetic Survey in December 1991..
 SY3587
 SY3587.The orthometric height was scaled from a topographic map.
 SY3587
 SY3587.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3587
 SY3587.The geoid height was determined by GEOID03.
 SY3587
 SY3587;                    North         East     Units Scale Factor Converg.
 SY3587;SPC WA N     -    59,731.671   395,636.058   MT  0.99999475   -1 01 54.9
 SY3587;SPC WA N     -   195,969.66  1,298,015.97   sFT  0.99999475   -1 01 54.9
 SY3587;UTM  10      - 5,264,224.433   558,761.334   MT  0.99964243   +0 34 33.0
 SY3587
 SY3587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3587!SPC WA N     -   1.00000254  x   0.99999475  =   0.99999729
 SY3587!UTM  10      -   1.00000254  x   0.99964243  =   0.99964497
 SY3587
 SY3587|---------------------------------------------------------------------|
 SY3587| PID    Reference Object                     Distance      Geod. Az  |
 SY3587|                                                           dddmmss.s |
 SY3587| CF6542 DRY 3 RM 1                           11.650 METERS 01225     |
 SY3587| SY3666 KENNYDALE BARBEE MILL W DOLPHN      APPROX. 0.9 KM 0722758.1 |
 SY3587| SY3661 KENNYDALE BARBEE MILL CO TANK       APPROX. 1.2 KM 0823107.1 |
 SY3587| SY3600 KENNYDALE BARBEE MILL CO STACK      APPROX. 1.1 KM 0830131.1 |
 SY3587|---------------------------------------------------------------------|
 SY3587
 SY3587                          SUPERSEDED SURVEY CONTROL
 SY3587
 SY3587  NAD 83(1986)-  47 31 43.63060(N)    122 13 09.65735(W) AD(       ) 2
 SY3587  NAD 27      -  47 31 44.27100(N)    122 13 05.22000(W) AD(       ) 2
 SY3587
 SY3587.Superseded values are not recommended for survey control.
 SY3587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3587.See file dsdata.txt to determine how the superseded data were derived.
 SY3587
 SY3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5876164224(NAD 83)
 SY3587_MARKER: DS = TRIANGULATION STATION DISK
 SY3587_SETTING: 0 = UNSPECIFIED SETTING
 SY3587
 SY3587  HISTORY     - Date     Condition        Report By
 SY3587  HISTORY     - 1956     MONUMENTED       CGS
 SY3587  HISTORY     - 1957     GOOD             CGS
 SY3587  HISTORY     - 1963     GOOD             CGS
 SY3587  HISTORY     - 1966     GOOD             CGS
 SY3587  HISTORY     - 1987     GOOD             USPSQD
 SY3587
 SY3587                          STATION DESCRIPTION
 SY3587
 SY3587'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSH)
 SY3587'LOCATED ON THE E SIDE OF MERCER ISLAND ABOUT 750 YD. NE OF ITS
 SY3587'MOST S EXTREMITY, ON THE PREMISES OF 8202 AVALON DRIVE, ABOUT 1
 SY3587'FT. FROM THE S END, AND CEMENTED IN A DRILL HOLE IN THE CONCRETE
 SY3587'BULKHEAD, A STANDARD DISK, STAMPED DRY 3 1956.  REFERENCE MARK 1
 SY3587'IS A STANDARD DISK BRAZED ON A SECTION OF COPPER PIPE SET FLUSH
 SY3587'WITH THE LAWN, 11.9 FT. INSHORE FROM THE OUTSIDE EDGE OF THE
 SY3587'BULKHEAD, STAMPED DRY 3 1956.
 SY3587'
 SY3587'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 SY3587
 SY3587                          STATION RECOVERY (1957)
 SY3587
 SY3587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 SY3587'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 SY3587'PREVIOUSLY DESCRIBED.
 SY3587
 SY3587                          STATION RECOVERY (1963)
 SY3587
 SY3587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3587'THE STATION MARK WAS RECOVERED AS DESCRIBED PROPERTY IS OWNED BY
 SY3587'MR. L. W. MEYERS.  THE REFERENCE MARK WAS NOT SEARCHED FOR, OTHER
 SY3587'THAN TO SEE IT IS NOW COVERED WITH GRASS.  THE MEYERS WERE NOT
 SY3587'HOME, AND I DID NOT WANT TO DIG IN THE LAWN WITHOUT PERMISSION,
 SY3587'BUT THE MARK SHOULD BE EASILY FOUND FROM 1956 MEASUREMENTS.
 SY3587
 SY3587                          STATION RECOVERY (1966)
 SY3587
 SY3587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SY3587'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 SY3587'DESCRIPTION IS ADEQUATE FOR RECOVERY, HOWEVER S.E. 84TH ST. SHOULD
 SY3587'BE SUBSTITUTED FOR AVALON DRIVE.
 SY3587'
 SY3587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3587'AT. SOUTH END OF MERCER ISLAND.
 SY3587
 SY3587                          STATION RECOVERY (1987)
 SY3587
 SY3587'RECOVERY NOTE BY US POWER SQUADRON 1987 (FAD)
 SY3587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1027 ***********************************************************************
 SB1027  DESIGNATION -  DRY CREEK
 SB1027  PID         -  SB1027
 SB1027  STATE/COUNTY-  WA/LEWIS
 SB1027  USGS QUAD   -  PACKWOOD (1994)
 SB1027
 SB1027                         *CURRENT SURVEY CONTROL
 SB1027  ___________________________________________________________________
 SB1027* NAD 83(1991)-  46 32 38.23981(N)    121 42 40.77720(W)     ADJUSTED  
 SB1027* NAVD 88     -      1163.6    (meters)    3818.     (feet)  VERTCON   
 SB1027  ___________________________________________________________________
 SB1027  LAPLACE CORR-          11.39  (seconds)                    DEFLEC99
 SB1027  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 SB1027
 SB1027  HORZ ORDER  -  SECOND
 SB1027
 SB1027.The horizontal coordinates were established by classical geodetic methods
 SB1027.and adjusted by the National Geodetic Survey in December 1991..
 SB1027
 SB1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1027
 SB1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1027
 SB1027.The geoid height was determined by GEOID03.
 SB1027
 SB1027;                    North         East     Units Scale Factor Converg.
 SB1027;SPC WA S     -   135,273.616   407,101.920   MT  0.99991485   -0 52 47.7
 SB1027;SPC WA S     -   443,810.19  1,335,633.55   sFT  0.99991485   -0 52 47.7
 SB1027;UTM  10      - 5,155,294.190   598,802.162   MT  0.99971999   +0 56 07.9
 SB1027
 SB1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1027!SPC WA S     -   0.99982074  x   0.99991485  =   0.99973560
 SB1027!UTM  10      -   0.99982074  x   0.99971999  =   0.99954078
 SB1027
 SB1027|---------------------------------------------------------------------|
 SB1027| PID    Reference Object                     Distance      Geod. Az  |
 SB1027|                                                           dddmmss.s |
 SB1027| CF4309 DRY CREEK RM 1                        4.689 METERS 09541     |
 SB1027| SB1026 DRY CREEK 1946 RM 2                   2.968 METERS 19542     |
 SB1027| SB0804 13 50                               APPROX. 6.2 KM 2603905.5 |
 SB1027|---------------------------------------------------------------------|
 SB1027
 SB1027                          SUPERSEDED SURVEY CONTROL
 SB1027
 SB1027  NAD 83(1986)-  46 32 38.25519(N)    121 42 40.77593(W) AD(       ) 2
 SB1027  NAD 27      -  46 32 38.85000(N)    121 42 36.46700(W) AD(       ) 2
 SB1027  NGVD 29 (07/19/86) 1162.5    (m)         3814.     (f) VERT ANG       
 SB1027
 SB1027.Superseded values are not recommended for survey control.
 SB1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1027.See file dsdata.txt to determine how the superseded data were derived.
 SB1027
 SB1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES9880255294(NAD 83)
 SB1027_MARKER: DS = TRIANGULATION STATION DISK
 SB1027_SETTING: 0 = UNSPECIFIED SETTING
 SB1027
 SB1027  HISTORY     - Date     Condition        Report By
 SB1027  HISTORY     - 1946     MONUMENTED       CGS
 SB1027
 SB1027                          STATION DESCRIPTION
 SB1027
 SB1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SB1027'THE STATION IS LOCATED IN THE COLUMBIA NATIONAL FOREST, 5 MILES
 SB1027'SOUTHWEST FROM PACKWOOD.  IT IS SITUATED ON THE SUMMIT OF A
 SB1027'ROUND GRANITE KNOB WHICH IS OCCUPIED BY THE DRY CREEK LOOKOUT
 SB1027'HOUSE.  5 FEET NORTHEAST FROM THE NORTHEAST CORNER OF THE LOOKOUT
 SB1027'HOUSE, 8 FEET WEST FROM THE EAST RIM OF THE KNOB AND 25 FEET EAST
 SB1027'FROM THE WEST RIM OF THE KNOB.  IT IS A STANDARD, BRONZE,
 SB1027'TRIANGULATION STATION DISK WELDED TO THE TOP OF A 3 INCH IRON
 SB1027'PIPE WHICH PROJECTS 6 INCHES.  THE DISK IS STAMPED DRY CREEK
 SB1027'1946.
 SB1027'
 SB1027'REFERENCE MARK NO. 1 IS EAST FROM THE STATION AND 10 FEET EAST
 SB1027'FROM THE LOOKOUT HOUSE.  THE DISK IS STAMPED DRY CREEK 1946 AND
 SB1027'IT IS FLUSH WITH THE SURFACE OF THE GROUND.
 SB1027'
 SB1027'REFERENCE MARK NO. 2 (USFS) IS WEST-SOUTHWEST FROM THE STATION
 SB1027'AND 1 FOOT NORTH FROM THE LOOKOUT HOUSE.  IT IS A STANDARD BRONZE
 SB1027'REFERENCE MARK DISK OF THE DEPARTMENT OF AGRICULTURE SET FLUSH IN
 SB1027'A MASS OF CONCRETE WHICH IS FLUSH WITH THE SURFACE OF THE
 SB1027'GROUND.  THE DISK IS STAMPED DRY CREEK L.O.H. R.M.
 SB1027'
 SB1027'THE AZIMUTH MARK FOR THIS STATION IS 217 A USED WHICH IS LOCATED
 SB1027'AT THE MAIN INTERSECTION OF ROADS IN PACKWOOD.
 SB1027'
 SB1027'TO REACH THE STATION FROM THE POST OFFICE IN PACKWOOD, GO
 SB1027'SOUTHWEST ON STATE HIGHWAY 5 FOR 4.0 MILES TO THE SMITH CREEK
 SB1027'ROAD.  TURN LEFT AND FOLLOW THE SMITH CREEK ROAD FOR 0.15 MILE
 SB1027'TO A FOREST SERVICE GATE.  PASS THROUGH THE GATE AND CONTINUE FOR
 SB1027'0.2 MILE TO A SIGN DRY CREEK LO TRAIL.  FOLLOW THIS TRAIL FOR
 SB1027'APPROXIMATELY 2 HOURS TO THE HIGHEST POINT AND THE STATION AS
 SB1027'DESCRIBED.  HORSE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1026 ***********************************************************************
 SB1026  DESIGNATION -  DRY CREEK 1946 RM 2
 SB1026  PID         -  SB1026
 SB1026  STATE/COUNTY-  WA/LEWIS
 SB1026  USGS QUAD   -  PACKWOOD (1994)
 SB1026
 SB1026                         *CURRENT SURVEY CONTROL
 SB1026  ___________________________________________________________________
 SB1026* NAD 83(1991)-  46 32 38.14727(N)    121 42 40.81491(W)     ADJUSTED  
 SB1026* NAVD 88     -      1164.     (meters)    3819.     (feet)  SCALED    
 SB1026  ___________________________________________________________________
 SB1026  LAPLACE CORR-          11.39  (seconds)                    DEFLEC99
 SB1026  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 SB1026
 SB1026  HORZ ORDER  -  SECOND
 SB1026
 SB1026.The horizontal coordinates were established by classical geodetic methods
 SB1026.and adjusted by the National Geodetic Survey in December 1991..
 SB1026
 SB1026.The orthometric height was scaled from a topographic map.
 SB1026
 SB1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1026
 SB1026.The geoid height was determined by GEOID03.
 SB1026
 SB1026;                    North         East     Units Scale Factor Converg.
 SB1026;SPC WA S     -   135,270.771   407,101.073   MT  0.99991485   -0 52 47.7
 SB1026;SPC WA S     -   443,800.85  1,335,630.77   sFT  0.99991485   -0 52 47.7
 SB1026;UTM  10      - 5,155,291.321   598,801.405   MT  0.99971999   +0 56 07.9
 SB1026
 SB1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1026!SPC WA S     -   0.99982066  x   0.99991485  =   0.99973553
 SB1026!UTM  10      -   0.99982066  x   0.99971999  =   0.99954070
 SB1026
 SB1026                          SUPERSEDED SURVEY CONTROL
 SB1026
 SB1026  NAD 83(1986)-  46 32 38.16266(N)    121 42 40.81365(W) AD(       ) 2
 SB1026  NAD 27      -  46 32 38.75700(N)    121 42 36.50500(W) AD(       ) 2
 SB1026
 SB1026.Superseded values are not recommended for survey control.
 SB1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1026.See file dsdata.txt to determine how the superseded data were derived.
 SB1026
 SB1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES9880155291(NAD 83)
 SB1026_MARKER: DR = REFERENCE MARK DISK
 SB1026_SETTING: 0 = UNSPECIFIED SETTING
 SB1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB1026
 SB1026  HISTORY     - Date     Condition        Report By
 SB1026  HISTORY     - 1946     MONUMENTED       USFS
 SB1026
 SB1026                          STATION DESCRIPTION
 SB1026
 SB1026'DESCRIBED BY US FOREST SERVICE 1946
 SB1026'STATION DRY CREEK IS LOCATED IN THE COLUMBIA NATIONAL FOREST, 5 MILES
 SB1026'SOUTHWEST FROM PACKWOOD.  IT IS SITUATED ON THE SUMMIT OF A
 SB1026'ROUND GRANITE KNOB WHICH IS OCCUPIED BY THE DRY CREEK LOOKOUT
 SB1026'HOUSE.  5 FEET NORTHEAST FROM THE NORTHEAST CORNER OF THE LOOKOUT
 SB1026'HOUSE, 8 FEET WEST FROM THE EAST RIM OF THE KNOB AND 25 FEET EAST
 SB1026'FROM THE WEST RIM OF THE KNOB.
 SB1026'
 SB1026'REFERENCE MARK NO. 2 (USFS) IS WEST-SOUTHWEST FROM THE STATION
 SB1026'AND 1 FOOT NORTH FROM THE LOOKOUT HOUSE.  IT IS A STANDARD BRONZE
 SB1026'REFERENCE MARK DISK OF THE DEPARTMENT OF AGRICULTURE SET FLUSH IN
 SB1026'A MASS OF CONCRETE WHICH IS FLUSH WITH THE SURFACE OF THE
 SB1026'GROUND.  THE DISK IS STAMPED DRY CREEK L.O.H. R.M.
 SB1026'
 SB1026'TO REACH STATION DRY CREEK FROM THE POST OFFICE IN PACKWOOD, GO
 SB1026'SOUTHWEST ON STATE HIGHWAY 5 FOR 4.0 MILES TO THE SMITH CREEK
 SB1026'ROAD.  TURN LEFT AND FOLLOW THE SMITH CREEK ROAD FOR 0.15 MILE
 SB1026'TO A FOREST SERVICE GATE.  PASS THROUGH THE GATE AND CONTINUE FOR
 SB1026'0.2 MILE TO A SIGN DRY CREEK LO TRAIL.  FOLLOW THIS TRAIL FOR
 SB1026'APPROXIMATELY 2 HOURS TO THE HIGHEST POINT AND THE STATION AS
 SB1026'DESCRIBED.  HORSE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3589 ***********************************************************************
 SY3589  DESIGNATION -  DRY ECC 1919
 SY3589  PID         -  SY3589
 SY3589  STATE/COUNTY-  WA/KING
 SY3589  USGS QUAD   -  AUBURN (1994)
 SY3589
 SY3589                         *CURRENT SURVEY CONTROL
 SY3589  ___________________________________________________________________
 SY3589* NAD 83(1991)-  47 31 43.46864(N)    122 13 09.92747(W)     ADJUSTED  
 SY3589* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3589  ___________________________________________________________________
 SY3589  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 SY3589  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SY3589
 SY3589  HORZ ORDER  -  THIRD
 SY3589
 SY3589.The horizontal coordinates were established by classical geodetic methods
 SY3589.and adjusted by the National Geodetic Survey in December 1991..
 SY3589
 SY3589.The orthometric height was scaled from a topographic map.
 SY3589
 SY3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3589
 SY3589.The geoid height was determined by GEOID03.
 SY3589
 SY3589;                    North         East     Units Scale Factor Converg.
 SY3589;SPC WA N     -    59,726.562   395,630.160   MT  0.99999476   -1 01 55.1
 SY3589;SPC WA N     -   195,952.90  1,297,996.62   sFT  0.99999476   -1 01 55.1
 SY3589;UTM  10      - 5,264,219.162   558,755.585   MT  0.99964242   +0 34 32.8
 SY3589
 SY3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3589!SPC WA N     -   1.00000254  x   0.99999476  =   0.99999730
 SY3589!UTM  10      -   1.00000254  x   0.99964242  =   0.99964496
 SY3589
 SY3589                          SUPERSEDED SURVEY CONTROL
 SY3589
 SY3589  NAD 83(1986)-  47 31 43.46198(N)    122 13 09.93457(W) AD(       ) 3
 SY3589  NAD 27      -  47 31 44.10600(N)    122 13 05.49800(W) AD(       ) 3
 SY3589
 SY3589.Superseded values are not recommended for survey control.
 SY3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3589.See file dsdata.txt to determine how the superseded data were derived.
 SY3589
 SY3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5875664219(NAD 83)
 SY3589
 SY3589  HISTORY     - Date     Condition        Report By
 SY3589  HISTORY     - 1919     MONUMENTED       CGS
 SY3589  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY3589
 SY3589                          STATION DESCRIPTION
 SY3589
 SY3589'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3589'SEE STATION DRY 2
 SY3589
 SY3589                          STATION RECOVERY (1963)
 SY3589
 SY3589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3589'THE POINT WAS MARKED BY REFERENCE MARK NO. 4 AND THE RECOVERY NOTE
 SY3589'IN 1956 STATES THAT ALL EVIDENCE IS THAT THE REFERENCE MARKS 2,
 SY3589'3, AND 4 HAVE BEEN DESTROYED DURING IMPROVEMENT OF SHORELINE
 SY3589'PROPERTY.  I AGREE WITH THIS STATEMENT AND THE STATION SHOULD BE
 SY3589'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1533 ***********************************************************************
 SX1533  DESIGNATION -  DRY FALLS
 SX1533  PID         -  SX1533
 SX1533  STATE/COUNTY-  WA/KING
 SX1533  USGS QUAD   -  MONROE (1993)
 SX1533
 SX1533                         *CURRENT SURVEY CONTROL
 SX1533  ___________________________________________________________________
 SX1533* NAD 83(1991)-  47 45 53.65840(N)    121 57 12.73738(W)     ADJUSTED  
 SX1533* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 SX1533  ___________________________________________________________________
 SX1533  LAPLACE CORR-          16.71  (seconds)                    DEFLEC99
 SX1533  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 SX1533
 SX1533  HORZ ORDER  -  THIRD
 SX1533
 SX1533.The horizontal coordinates were established by classical geodetic methods
 SX1533.and adjusted by the National Geodetic Survey in December 1991..
 SX1533
 SX1533.The orthometric height was scaled from a topographic map.
 SX1533
 SX1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1533
 SX1533.The geoid height was determined by GEOID03.
 SX1533
 SX1533;                    North         East     Units Scale Factor Converg.
 SX1533;SPC WA N     -    85,654.656   416,031.455   MT  0.99996113   -0 50 02.5
 SX1533;SPC WA N     -   281,018.65  1,364,929.87   sFT  0.99996113   -0 50 02.5
 SX1533;UTM  10      - 5,290,701.160   578,414.929   MT  0.99967556   +0 46 29.4
 SX1533
 SX1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1533!SPC WA N     -   0.99998616  x   0.99996113  =   0.99994729
 SX1533!UTM  10      -   0.99998616  x   0.99967556  =   0.99966172
 SX1533
 SX1533|---------------------------------------------------------------------|
 SX1533| PID    Reference Object                     Distance      Geod. Az  |
 SX1533|                                                           dddmmss.s |
 SX1533| CF4310 DRY FALLS RM                          9.263 METERS 00234     |
 SX1533| SY3534 PATTERSON                           APPROX. 6.5 KM 2253351.8 |
 SX1533|---------------------------------------------------------------------|
 SX1533
 SX1533                          SUPERSEDED SURVEY CONTROL
 SX1533
 SX1533  NAD 83(1986)-  47 45 53.64991(N)    121 57 12.74022(W) AD(       ) 3
 SX1533  NAD 27      -  47 45 54.29000(N)    121 57 08.30300(W) AD(       ) 3
 SX1533
 SX1533.Superseded values are not recommended for survey control.
 SX1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1533.See file dsdata.txt to determine how the superseded data were derived.
 SX1533
 SX1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7841590701(NAD 83)
 SX1533_MARKER: Z = SEE DESCRIPTION
 SX1533_SETTING: 0 = UNSPECIFIED SETTING
 SX1533
 SX1533  HISTORY     - Date     Condition        Report By
 SX1533  HISTORY     - 1936     MONUMENTED       WAGS
 SX1533  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SX1533  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SX1533
 SX1533                          STATION DESCRIPTION
 SX1533
 SX1533'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1533'STATION IS LOCATED 2 MILES AIR LINE NE OF THE VILLAGE OF DUVALL
 SX1533'AND ABOUT 1/2 MILE AIR LINE SE OF THE JUNCTION OF CHERRY CREEK
 SX1533'AND THE SNOQUALMIE RIVER ON THE E SIDE OF THE SNOQUALMIE VALLEY,
 SX1533'ON THE W FACE OF A STEEP CLIFF, HIGHEST POINT ABOUT 1/4 MILE
 SX1533'NE.  A WATER FALLS ABOUT 100 FEET S.
 SX1533'
 SX1533'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS
 SX1533'WEDGED IN DRILL HOLES IN BOULDERS.
 SX1533'
 SX1533'REACHED FROM THE VILLAGE OF DUVALL AS FOLLOWS--FROM THE BRIDGE AT
 SX1533'DUVALL GO N ON THE PAVED HIGHWAY ON THE E SIDE OF THE SNOQUALMIE
 SX1533'RIVER VALLEY TOWARD MONROE.  GO 2.0 MILES AND CROSS CHERRY CREEK
 SX1533'BRIDGE.  CONTINUE 100 FEET AND TURN RIGHT AT THE DAIRY.  GO 200
 SX1533'FEET AND TURN SHARPLY TO THE RIGHT.  PASS BEHIND THE BARN AND GO
 SX1533'S ALONG FOOT OF THE HILL 0.3 MILE TO A LARGE COTTONWOOD AT THE
 SX1533'RIGHT SIDE OF THE ROAD AT THE FOOT OF THE RAVINE.  END OF TRUCK
 SX1533'TRAVEL.  ASCEND THE RAVINE AND 200 FEET IN ELEVATION TO THE
 SX1533'FOOT OF THE FALLS TO A PROMINENT POINT ON THE HILLSIDE ON WHICH
 SX1533'THERE ARE SEVERAL SMALL FIRS.  ABOUT A 15-MINUTE PACK.
 SX1533
 SX1533                          STATION RECOVERY (1952)
 SX1533
 SX1533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SX1533'STATION RECOVERED IN GOOD CONDITION.
 SX1533'
 SX1533'IT IS NOW 0.2 MI. TO A 48-IN. COTTONWOOD STUMP AT THE RIGHT.
 SX1533
 SX1533                          STATION RECOVERY (1960)
 SX1533
 SX1533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CB)
 SX1533'STATION RECOVERED IN GOOD CONDITION.  DID NOT SEARCH FOR REFERENCE
 SX1533'MARK.  IT IS NOW 0.2 MILE TO A 48-INCH COTTONWOOD STUMP AT RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1450 ***********************************************************************
 SW1450  DESIGNATION -  DRY FALLS 1937
 SW1450  PID         -  SW1450
 SW1450  STATE/COUNTY-  WA/DOUGLAS
 SW1450  USGS QUAD   -  COULEE CITY (1965)
 SW1450
 SW1450                         *CURRENT SURVEY CONTROL
 SW1450  ___________________________________________________________________
 SW1450* NAD 83(1991)-  47 36 44.77095(N)    119 21 36.64215(W)     ADJUSTED  
 SW1450* NAVD 88     -       514.3    (meters)    1687.     (feet)  VERTCON   
 SW1450  ___________________________________________________________________
 SW1450  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 SW1450  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 SW1450
 SW1450  HORZ ORDER  -  SECOND
 SW1450
 SW1450.The horizontal coordinates were established by classical geodetic methods
 SW1450.and adjusted by the National Geodetic Survey in December 1991..
 SW1450
 SW1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1450
 SW1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1450
 SW1450.The geoid height was determined by GEOID03.
 SW1450
 SW1450;                    North         East     Units Scale Factor Converg.
 SW1450;SPC WA N     -    69,151.912   610,746.688   MT  0.99998092   +1 05 48.5
 SW1450;SPC WA N     -   226,875.90  2,003,758.09   sFT  0.99998092   +1 05 48.5
 SW1450;SPC WA S     -   253,961.015   585,698.231   MT  1.00007589   +0 49 40.7
 SW1450;SPC WA S     -   833,203.76  1,921,578.28   sFT  1.00007589   +0 49 40.7
 SW1450;UTM  11      - 5,275,924.565   322,631.231   MT  0.99998661   -1 44 37.3
 SW1450
 SW1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1450!SPC WA N     -   0.99992251  x   0.99998092  =   0.99990343
 SW1450!SPC WA S     -   0.99992251  x   1.00007589  =   0.99999840
 SW1450!UTM  11      -   0.99992251  x   0.99998661  =   0.99990912
 SW1450
 SW1450:                Primary Azimuth Mark                     Grid Az
 SW1450:SPC WA N     -  ODAIR                                    081 51 09.5
 SW1450:SPC WA S     -  ODAIR                                    082 07 17.3
 SW1450:UTM  11      -  ODAIR                                    084 41 35.3
 SW1450
 SW1450|---------------------------------------------------------------------|
 SW1450| PID    Reference Object                     Distance      Geod. Az  |
 SW1450|                                                           dddmmss.s |
 SW1450| SW0466 ODAIR                               APPROX. 7.7 KM 0825658.0 |
 SW1450|---------------------------------------------------------------------|
 SW1450
 SW1450                          SUPERSEDED SURVEY CONTROL
 SW1450
 SW1450  NAD 83(1986)-  47 36 44.77992(N)    119 21 36.63225(W) AD(       ) 2
 SW1450  NAD 27      -  47 36 45.25600(N)    119 21 32.53100(W) AD(       ) 2
 SW1450  NGVD 29 (07/19/86)  513.1    (m)         1683.     (f) VERT ANG       
 SW1450
 SW1450.Superseded values are not recommended for survey control.
 SW1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1450.See file dsdata.txt to determine how the superseded data were derived.
 SW1450
 SW1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN2263175925(NAD 83)
 SW1450_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1450_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1450+STABILITY: SURFACE MOTION
 SW1450
 SW1450  HISTORY     - Date     Condition        Report By
 SW1450  HISTORY     - 1937     MONUMENTED       BOR
 SW1450  HISTORY     - 1962     SEE DESCRIPTION  LOCENG
 SW1450  HISTORY     - 1971     SEE DESCRIPTION  BPA
 SW1450  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SW1450
 SW1450                          STATION DESCRIPTION
 SW1450
 SW1450'DESCRIBED BY US BUREAU OF RECLAMATION 1937 (CMB)
 SW1450'STATION IS LOCATED JUST N OF TOWNSHIP LINE 25/24, ABOUT 400 FEET
 SW1450'E OF CC 1-6, R. 27-28 E.W.M., W OF HIGHWAY TO SOAP LAKE, AND ABOUT
 SW1450'1/4 MILE NW OF THE DRY FALLS.  IT IS ABOUT 300 FEET W OF OLD
 SW1450'RAILROAD GRADE, ON SMALL FLAT DIRT MOUND.
 SW1450'
 SW1450'REACHED FROM COULEE CITY, 0.00 MILE, POST OFFICE COULEE CITY,
 SW1450'DRIVE W ON HIGHWAY.  0.80, JUNCTION U.S. HIGHWAY 10, CONTINUE
 SW1450'W.  2.30, JUNCTION U.S. HIGHWAY 10 AND STATE HIGHWAY 10, KEEP LEFT
 SW1450'ON U.S. 10.  2.80, JUNCTION U.S. 10 AND SOAP LAKE ROAD, TURN S
 SW1450'(LEFT) TOWARD DRY FALLS STATE PARK.  3.20, RIGHT OFF HIGHWAY AND
 SW1450'WIND ACROSS TO OLD RAILROAD GRADE.  3.30, OLD RAILROAD GRADE,
 SW1450'TURN LEFT AND FOLLOW.  4.05, RIGHT OFF OLD RAILROAD GRADE AND
 SW1450'BEAR NW TO STATION ON FLAT MOUND OF DIRT AMONG SAGE AND SCAB ROCK
 SW1450'AT 4.15 MILES.
 SW1450'
 SW1450'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 21B,
 SW1450'RESPECTIVELY.
 SW1450'
 SW1450'HEIGHT OF STAND ABOVE STATION MARK - 1.25 METERS.
 SW1450
 SW1450                          STATION RECOVERY (1962)
 SW1450
 SW1450'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 SW1450'MONUMENT FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE, BUT
 SW1450'VISIBILITY LIMIED DUE TO TREE GROWTH.
 SW1450
 SW1450                          STATION RECOVERY (1971)
 SW1450
 SW1450'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1971
 SW1450'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 2 AND STATE
 SW1450'HIGHWAY 17 AT THE WEST END OF DRY FALLS DAM AT COULEE CITY,
 SW1450'WASHINGTON, GO SOUTHERLY TOWARD SOAP LAKE ON HIGHWAY 17 FOR 1.7
 SW1450'MILES TO A SIGN ON THE RIGHT, SUN LAKES STATE PARK.  FROM HERE
 SW1450'WALK NORTH-NORTHWEST 600 FEET UPHILL TO THE STATION AS
 SW1450'DESCRIBED.  STATION MARK IN GOOD CONDITION - RM 1 NOT FOUND
 SW1450'9/2/71.
 SW1450
 SW1450                          STATION RECOVERY (1972)
 SW1450
 SW1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SW1450'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 SW1450'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 SW1450'
 SW1450'THE STATION IS ABOUT 3 MILES WEST OF COULEE CITY, 1/2 MILE
 SW1450'NORTHWEST OF THE DRY FALLS, 0.4 MILE NORTH OF THE VIEWPOINT AT
 SW1450'DRY FALLS MUSEUM, ABOUT 250 YARDS WESTNORTHWEST OF AND 80 FEET
 SW1450'HIGHER THAN STATE HIGHWAY 17.
 SW1450'
 SW1450'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 17 AND
 SW1450'U.S. HIGHWAY 2, AT THE WESTERN END OF DRY FALLS DAM, (2 MILES WEST
 SW1450'OF COULEE CITY), GO SOUTHWEST ON STATE HIGHWAY 17 FOR 1.55 MILES
 SW1450'TO A HIGHLINE CROSSING THE ROAD, (POWER LINE RUNS EAST AND LINES
 SW1450'UP WITH THE NORTH EDGE OF THE GRAIN ELEVATORS IN COULEE
 SW1450'CITY).  STATION IS ABOUT 275 YARDS WEST OF THIS POINT AND 14
 SW1450'FEET SOUTH OF THE PROJECTED LINE OF POWER POLES.
 SW1450'
 SW1450'THE STATION MARK IS A BUREAU OF RECLAMATION DISK SET IN A SQUARE
 SW1450'CONCRETE POST WHICH PROJECTS 2 INCHES.  DISK IS STAMPED DRY FALLS
 SW1450'1937.  IT IS 100 YARDS NORTHWEST OF AN OLD RAILROAD BED, ON A
 SW1450'30-FOOT DIAMETER 2-FOOT HIGH GRASSY MOUND WHICH IS THE HIGHEST
 SW1450'POINT IN THE IMMEDIATE VICINITY.  AND 1 FOOT NORTH OF A METAL
 SW1450'WITNESS POST.
 SW1450'
 SW1450'REFERENCE MARK NO. 1 IS A 2-INCH CROSS CHISELED IN THE TOP OF A
 SW1450'1X2-FOOT FLAT ROCK, 29.1 FEET MAGNETIC NORTH FROM THE STATION.
 SW1450'
 SW1450'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SW1450'3 MILES WEST OF COULEE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2184 ***********************************************************************
 TR2184  DESIGNATION -  DRY RESET
 TR2184  PID         -  TR2184
 TR2184  STATE/COUNTY-  WA/SAN JUAN
 TR2184  USGS QUAD   -  WALDRON ISLAND (1994)
 TR2184
 TR2184                         *CURRENT SURVEY CONTROL
 TR2184  ___________________________________________________________________
 TR2184* NAD 83(1991)-  48 43 02.10923(N)    123 02 25.38530(W)     ADJUSTED  
 TR2184* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 TR2184  ___________________________________________________________________
 TR2184  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 TR2184  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 TR2184
 TR2184  HORZ ORDER  -  SECOND
 TR2184
 TR2184.The horizontal coordinates were established by classical geodetic methods
 TR2184.and adjusted by the National Geodetic Survey in December 1991..
 TR2184
 TR2184.The orthometric height was scaled from a topographic map.
 TR2184
 TR2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2184
 TR2184.The geoid height was determined by GEOID03.
 TR2184
 TR2184;                    North         East     Units Scale Factor Converg.
 TR2184;SPC WA N     -   193,263.807   337,616.683   MT  0.99999702   -1 38 35.5
 TR2184;SPC WA N     -   634,066.34  1,107,664.07   sFT  0.99999702   -1 38 35.5
 TR2184;UTM  10      - 5,396,025.652   497,029.469   MT  0.99960011   -0 01 49.3
 TR2184
 TR2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2184!SPC WA N     -   1.00000224  x   0.99999702  =   0.99999926
 TR2184!UTM  10      -   1.00000224  x   0.99960011  =   0.99960235
 TR2184
 TR2184|---------------------------------------------------------------------|
 TR2184| PID    Reference Object                     Distance      Geod. Az  |
 TR2184|                                                           dddmmss.s |
 TR2184| CF8646 DRY RM 1                              2.908 METERS 18424     |
 TR2184| TR2190 SANDY                               APPROX. 3.0 KM 2290409.1 |
 TR2184| CF8647 DRY RM 2                              8.715 METERS 29630     |
 TR2184|---------------------------------------------------------------------|
 TR2184
 TR2184                          SUPERSEDED SURVEY CONTROL
 TR2184
 TR2184  NAD 83(1986)-  48 43 02.10972(N)    123 02 25.38509(W) AD(       ) 2
 TR2184  NAD 27      -  48 43 02.73800(N)    123 02 20.70700(W) AD(       ) 2
 TR2184
 TR2184.Superseded values are not recommended for survey control.
 TR2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2184.See file dsdata.txt to determine how the superseded data were derived.
 TR2184
 TR2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9702996026(NAD 83)
 TR2184
 TR2184  HISTORY     - Date     Condition        Report By
 TR2184  HISTORY     - 1942     MONUMENTED       CGS
 TR2184  HISTORY     - 1909     SEE DESCRIPTION  CGS
 TR2184  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2184  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR2184  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2184  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TR2184
 TR2184                          STATION DESCRIPTION
 TR2184
 TR2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 TR2184'ON THE NW POINT OF WALDRON ISLAND, DESIGNATED AS FISHERY POINT, AND
 TR2184'FIRST POINT N FROM SANDY POINT, WHICH IS VISIBLE FROM HERE, AS WELL
 TR2184'AS BARE ISLAND.  THERE IS NO TRACE OF OLD STATION WALDRON.  JUST S
 TR2184'OF THIS POINT ARE SEVERAL BUILDINGS USED FOR CURING AND DRYING
 TR2184'FISH.  THIS IS A ROCKY POINT, FLAT ON TOP, WITH SEVERAL INCHES OF
 TR2184'SOIL AND GRASS COVERED 20 FEET ACROSS, AND 15 FEET ABOVE
 TR2184'HIGH-WATER LINE.  DISTANT 7 PACES, A FIR TREE AT MIDDLE OF BASE OF
 TR2184'POINT IS MARKED WITH BLAZE AND WIRE NAIL.  FROM THIS TREE THE
 TR2184'SIGNAL IS NEARLY IN LINE WITH HIGHEST PART OF SATURNA ISLAND.
 TR2184'TO EDGE OF CLIFF NORTHWARD IS 2-1/2 PACES, TO SOUTHWARD 3-1/2
 TR2184'PACES, WESTWARD TO EDGE OF GRASS 4 PACES.  RIDGE OF ROCK EXTENDS
 TR2184'ABOUT 15 METERS FURTHER.  STATION IS MARKED BY A FUNNEL-SHAPED
 TR2184'HOLE DRILLED ABOUT 2 INCHES DEEP IN VERY FRIABLE OUTCROPPING
 TR2184'ROCK.  IN 1909 A NEW SIGNAL HAD BEEN ERECTED BY MR. GEO.
 TR2184'WHITE, TRACER OF THE CANADIAN PARTY WORKING ON THE U.S. AND
 TR2184'CANADIAN BOUNDARY.  HE HAD RE-BLAZED THE FIR MENTIONED IN THE
 TR2184'ORIGINAL DESCRIPTION AND HAD ALSO BLAZED ANOTHER TREE.  THE
 TR2184'FOLLOWING ANGLES AND DISTANCES WERE MEASURED FROM THE STATION--EAST
 TR2184'POINT LIGHTHOUSE 0 DEG 00 MIN 00.0 SEC.  NAIL IN BLAZED TREE
 TR2184'NO.1, 129 DEG 32 MIN 00 SEC., DISTANT 22 FEET 9 INCHES.
 TR2184'NAIL IN BLAZED TREE NO.2, 158 DEG 49 MIN 20 SEC., DISTANT 21 FEET
 TR2184'00 INCHES.
 TR2184
 TR2184                          STATION RECOVERY (1940)
 TR2184
 TR2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2184'SEARCHED FOR ABOUT 45 MINUTES, BELIEVED UNRECOVERABLE.  STATION
 TR2184'LOST.
 TR2184
 TR2184                          STATION RECOVERY (1942)
 TR2184
 TR2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2184'STATION WAS RECOVERED AS DESCRIBED.  A BRONZE DISK WAS SET IN THE
 TR2184'DRILL HOLE AND TWO REFERENCE MARKS WERE SET.
 TR2184'
 TR2184'STATION IS LOCATED ON FISHERY PT., THE NW POINT OF WALDRON ISLAND,
 TR2184'AT THE S END OF BOUNDARY PASS, AND THE FIRST POINT N FROM SANDY PT.,
 TR2184'WHICH IS VISIBLE FROM HERE.  THIS IS A ROCKY POINT ABOUT 15 FEET
 TR2184'ABOVE HIGH WATER, FLAT ON TOP, WITH SEVERAL INCHES OF MOSS COVERED
 TR2184'SOIL.  THE POINT IS ABOUT 20 FEET WIDE AT SITE OF STATION.  THERE
 TR2184'IS A 12-INCH FIR TREE 22.8 FEET E FROM STATION, AND AN OLD STUMP
 TR2184'21.0 FEET SE FROM STATION.  STATION IS 7.5 FEET FROM N EDGE OF
 TR2184'POINT TOWARD SATURNA ISLAND LIGHTHOUSE.
 TR2184'
 TR2184'REFERENCE MARK NO.1, 1942 IS BRONZE REFERENCE DISK SET IN ROCK
 TR2184'OUTCROP ON THE S EDGE OF POINT, 9.5 FEET S FROM STATION.
 TR2184'
 TR2184'REFERENCE MARK NO.2, 1942 IS BRONZE REFERENCE DISK SET IN ROCK
 TR2184'OUTCROP ABOUT 5 FEET LOWER THAN STATION ON THE WESTERN END OF POINT
 TR2184'28.6 FEET W FROM STATION.
 TR2184
 TR2184                          STATION RECOVERY (1950)
 TR2184
 TR2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2184'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2184'CONDITION AS REMARKED BY C.M.D. IN 1942.
 TR2184'
 TR2184'ON THE NW SIDE OF WALDRON ISLAND, 1.2 MILES SW OF POINT HAMMOND,
 TR2184'1.5 MILES NE OF SANDY POINT, ON FISHERY POINT, ON A LONG ROCKY
 TR2184'POINT THAT PROJECTS TO THE NW, ABOUT 30 FEET SE OF THE END OF THE
 TR2184'POINT, 8 FEET S OF THE EDGE OF THE POINT, 10 FEET NE OF THE SW
 TR2184'EDGE OF THE POINT, 23 FEET NW OF THE STUMP OF A LARGE FIR TREE.
 TR2184'STATION MARK IS A BRONZE STATION DISK STAMPED DRY 1942 SET IN A
 TR2184'DRILL HOLE IN CONGLOMERATE ROCK.
 TR2184'
 TR2184'R.M. 1 IS S OF THE STATION.  IT IS A BRONZE REFERENCE DISK STAMPED
 TR2184'DRY 1942 NO 1 SET IN A DRILL HOLE IN THE SW SIDE OF THE POINT.
 TR2184'
 TR2184'R.M. 2 IS NW OF THE STATION.  IT IS A BRONZE REFERENCE DISK STAMPED
 TR2184'DRY FISHERY NO 2 SET IN A DRILL HOLE ON THE NW END OF THE POINT.
 TR2184'
 TR2184'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2184
 TR2184                          STATION RECOVERY (1976)
 TR2184
 TR2184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DWC)
 TR2184'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED
 TR2184'
 TR2184'DISTANCES AND DIRECTIONS TO REFERENCE MARKS R.M.1 AND R.M.2 NOT
 TR2184'VERIFIED.
 TR2184'
 TR2184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR2184'11 MILES NORTH OF FRIDAY HARBOR, WASHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG7408 ***********************************************************************
 DG7408  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7408  DESIGNATION -  DRYLNDRSH_WA2004 CORS ARP
 DG7408  CORS_ID     -  P020
 DG7408  PID         -  DG7408
 DG7408  STATE/COUNTY-  WA/ADAMS
 DG7408  USGS QUAD   -  REIMAN SE (1981)
 DG7408
 DG7408                         *CURRENT SURVEY CONTROL
 DG7408  ___________________________________________________________________
 DG7408* NAD 83(CORS)-  47 00 07.93316(N)    118 33 56.71345(W)     ADJUSTED  
 DG7408* NAVD 88     -                                                        
 DG7408  ___________________________________________________________________
 DG7408  EPOCH DATE  -        2002.00
 DG7408  X           -  -2,083,773.467 (meters)                     COMP
 DG7408  Y           -  -3,827,352.232 (meters)                     COMP
 DG7408  Z           -   4,642,283.342 (meters)                     COMP
 DG7408  ELLIP HEIGHT-         480.57  (meters)          (10/??/04) GPS OBS
 DG7408  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 DG7408
 DG7408  HORZ ORDER  -  SPECIAL (CORS)
 DG7408  ELLP ORDER  -  SPECIAL (CORS)
 DG7408
 DG7408.ITRF positions are available for this station.
 DG7408.The coordinates were established by GPS observations
 DG7408.and adjusted by the National Geodetic Survey in October 2004..
 DG7408.The coordinates are valid at the epoch date displayed above.
 DG7408.The epoch date for horizontal control is a decimal equivalence
 DG7408.of Year/Month/Day.
 DG7408
 DG7408
 DG7408.The PID for the CORS L1 Phase Center is DG7409.
 DG7408
 DG7408.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7408
 DG7408.The ellipsoidal height was determined by GPS observations
 DG7408.and is referenced to NAD 83.
 DG7408
 DG7408.The geoid height was determined by GEOID03.
 DG7408
 DG7408;                    North         East     Units Scale Factor Converg.
 DG7408;SPC WA S     -   187,301.622   647,081.572   MT  0.99994108   +1 24 18.1
 DG7408;SPC WA S     -   614,505.40  2,122,966.79   sFT  0.99994108   +1 24 18.1
 DG7408
 DG7408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7408!SPC WA S     -   0.99992468  x   0.99994108  =   0.99986576
 DG7408
 DG7408                          SUPERSEDED SURVEY CONTROL
 DG7408
 DG7408.No superseded survey control is available for this station.
 DG7408
 DG7408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN8096906599(NAD 83)
 DG7408_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG7408
 DG7408                          STATION DESCRIPTION
 DG7408
 DG7408'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG7408'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7408'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7408'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7408'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7408'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG7409 ***********************************************************************
 DG7409  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7409  DESIGNATION -  DRYLNDRSH_WA2004 CORS L1 PHASE CENTER
 DG7409  CORS_ID     -  P020
 DG7409  PID         -  DG7409
 DG7409  STATE/COUNTY-  WA/ADAMS
 DG7409  USGS QUAD   -  REIMAN SE (1981)
 DG7409
 DG7409                         *CURRENT SURVEY CONTROL
 DG7409  ___________________________________________________________________
 DG7409* NAD 83(CORS)-  47 00 07.93320(N)    118 33 56.71342(W)     ADJUSTED  
 DG7409* NAVD 88     -                                                        
 DG7409  ___________________________________________________________________
 DG7409  EPOCH DATE  -        2002.00
 DG7409  X           -  -2,083,773.502 (meters)                     COMP
 DG7409  Y           -  -3,827,352.298 (meters)                     COMP
 DG7409  Z           -   4,642,283.423 (meters)                     COMP
 DG7409  ELLIP HEIGHT-         480.68  (meters)          (10/??/04) GPS OBS
 DG7409  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 DG7409
 DG7409  HORZ ORDER  -  SPECIAL (CORS)
 DG7409  ELLP ORDER  -  SPECIAL (CORS)
 DG7409
 DG7409.ITRF positions are available for this station.
 DG7409.The coordinates were established by GPS observations
 DG7409.and adjusted by the National Geodetic Survey in October 2004..
 DG7409.The coordinates are valid at the epoch date displayed above.
 DG7409.The epoch date for horizontal control is a decimal equivalence
 DG7409.of Year/Month/Day.
 DG7409
 DG7409
 DG7409.The PID for the CORS ARP is DG7408.
 DG7409
 DG7409.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7409
 DG7409.The ellipsoidal height was determined by GPS observations
 DG7409.and is referenced to NAD 83.
 DG7409
 DG7409.The geoid height was determined by GEOID03.
 DG7409
 DG7409;                    North         East     Units Scale Factor Converg.
 DG7409;SPC WA S     -   187,301.624   647,081.573   MT  0.99994108   +1 24 18.1
 DG7409;SPC WA S     -   614,505.41  2,122,966.79   sFT  0.99994108   +1 24 18.1
 DG7409
 DG7409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7409!SPC WA S     -   0.99992466  x   0.99994108  =   0.99986574
 DG7409
 DG7409                          SUPERSEDED SURVEY CONTROL
 DG7409
 DG7409.No superseded survey control is available for this station.
 DG7409
 DG7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN8096906599(NAD 83)
 DG7409_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG7409
 DG7409                          STATION DESCRIPTION
 DG7409
 DG7409'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG7409'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7409'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7409'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7409'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7409'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG7410 ***********************************************************************
 DG7410  DESIGNATION -  DRYLNDRSH_WA2004 GRP
 DG7410  PID         -  DG7410
 DG7410  STATE/COUNTY-  WA/ADAMS
 DG7410  USGS QUAD   -  REIMAN SE (1981)
 DG7410
 DG7410                         *CURRENT SURVEY CONTROL
 DG7410  ___________________________________________________________________
 DG7410* NAD 83(CORS)-  47 00 07.93316(N)    118 33 56.71345(W)     ADJUSTED  
 DG7410* NAVD 88     -                                                        
 DG7410  ___________________________________________________________________
 DG7410  EPOCH DATE  -        2002.00
 DG7410  X           -  -2,083,773.464 (meters)                     COMP
 DG7410  Y           -  -3,827,352.226 (meters)                     COMP
 DG7410  Z           -   4,642,283.335 (meters)                     COMP
 DG7410  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 DG7410  ELLIP HEIGHT-         480.56  (meters)          (10/??/04) GPS OBS
 DG7410  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 DG7410
 DG7410  HORZ ORDER  -  A
 DG7410  ELLP ORDER  -  FOURTH    CLASS I
 DG7410
 DG7410.ITRF positions are available for this station.
 DG7410.The horizontal coordinates were established by GPS observations
 DG7410.and adjusted by the National Geodetic Survey in October 2004..
 DG7410.The horizontal coordinates are valid at the epoch date displayed above.
 DG7410.The epoch date for horizontal control is a decimal equivalence
 DG7410.of Year/Month/Day.
 DG7410
 DG7410
 DG7410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7410
 DG7410.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7410
 DG7410.The ellipsoidal height was determined by GPS observations
 DG7410.and is referenced to NAD 83.
 DG7410
 DG7410.The geoid height was determined by GEOID03.
 DG7410
 DG7410;                    North         East     Units Scale Factor Converg.
 DG7410;SPC WA S     -   187,301.622   647,081.572   MT  0.99994108   +1 24 18.1
 DG7410;SPC WA S     -   614,505.40  2,122,966.79   sFT  0.99994108   +1 24 18.1
 DG7410;UTM  11      - 5,206,598.668   380,968.580   MT  0.99977414   -1 08 43.1
 DG7410
 DG7410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7410!SPC WA S     -   0.99992468  x   0.99994108  =   0.99986576
 DG7410!UTM  11      -   0.99992468  x   0.99977414  =   0.99969883
 DG7410
 DG7410                          SUPERSEDED SURVEY CONTROL
 DG7410
 DG7410.No superseded survey control is available for this station.
 DG7410
 DG7410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN8096906599(NAD 83)
 DG7410_STAMPING: UNKNOWN
 DG7410'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P020'
 DG7410'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DG7410'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7410'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7410'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7410'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DG7410'
 DG7410' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2384 ***********************************************************************
 TR2384  DESIGNATION -  DUCK
 TR2384  PID         -  TR2384
 TR2384  STATE/COUNTY-  WA/CLALLAM
 TR2384  USGS QUAD   -  DUNGENESS (1979)
 TR2384
 TR2384                         *CURRENT SURVEY CONTROL
 TR2384  ___________________________________________________________________
 TR2384* NAD 83(1991)-  48 09 15.67559(N)    123 09 04.67306(W)     ADJUSTED  
 TR2384* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 TR2384  ___________________________________________________________________
 TR2384  LAPLACE CORR-          -8.90  (seconds)                    DEFLEC99
 TR2384  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 TR2384
 TR2384  HORZ ORDER  -  SECOND
 TR2384
 TR2384.The horizontal coordinates were established by classical geodetic methods
 TR2384.and adjusted by the National Geodetic Survey in December 1991..
 TR2384
 TR2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2384
 TR2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2384
 TR2384.The geoid height was determined by GEOID03.
 TR2384
 TR2384;                    North         East     Units Scale Factor Converg.
 TR2384;SPC WA N     -   130,940.906   327,573.686   MT  0.99994246   -1 43 32.8
 TR2384;SPC WA N     -   429,595.29  1,074,714.67   sFT  0.99994246   -1 43 32.8
 TR2384;UTM  10      - 5,333,467.366   488,747.553   MT  0.99960156   -0 06 45.8
 TR2384
 TR2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2384!SPC WA N     -   1.00000280  x   0.99994246  =   0.99994526
 TR2384!UTM  10      -   1.00000280  x   0.99960156  =   0.99960436
 TR2384
 TR2384|---------------------------------------------------------------------|
 TR2384| PID    Reference Object                     Distance      Geod. Az  |
 TR2384|                                                           dddmmss.s |
 TR2384| CF8648 DUCK RM 1                            15.922 METERS 00053     |
 TR2384| TR2381 BOMB TARGET                         APPROX. 2.2 KM 0091405.4 |
 TR2384| TR2383 DUNGENESS BAY MEAS MI NE F RNG      APPROX. 2.2 KM 0094128.5 |
 TR2384| TR2389 DUNGENESS BAY MEAS MI NE R RNG      APPROX. 1.5 KM 0215843.2 |
 TR2384| TR2355 NEW DUNGENESS LT 1927               APPROX. 4.3 KM 0450300.1 |
 TR2384| TR2347 DUNGENESS WHARF HOUSE W GABLE       APPROX. 2.7 KM 0783528.8 |
 TR2384| CF8649 DUCK RM 2                             8.468 METERS 11017     |
 TR2384| CF8650 DUCK RM 3                            10.394 METERS 22302     |
 TR2384| TR2388 DUNGENESS BAY MEAS MI SW R RNG      APPROX. 1.0 KM 2740559.6 |
 TR2384| TR2378 DUNGENESS BAY MEAS MI SW F RNG      APPROX. 1.5 KM 3042855.8 |
 TR2384|---------------------------------------------------------------------|
 TR2384
 TR2384                          SUPERSEDED SURVEY CONTROL
 TR2384
 TR2384  NAD 83(1986)-  48 09 15.67447(N)    123 09 04.68066(W) AD(       ) 2
 TR2384  NAD 27      -  48 09 16.33720(N)    123 09 00.04420(W) AD(       ) 2
 TR2384  NGVD 29 (07/19/86)    1.9    (m)            6.     (f) VERT ANG       
 TR2384
 TR2384.Superseded values are not recommended for survey control.
 TR2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2384.See file dsdata.txt to determine how the superseded data were derived.
 TR2384
 TR2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8874833467(NAD 83)
 TR2384_MARKER: Z = SEE DESCRIPTION
 TR2384_SETTING: 0 = UNSPECIFIED SETTING
 TR2384
 TR2384  HISTORY     - Date     Condition        Report By
 TR2384  HISTORY     - 1940     MONUMENTED       LOCENG
 TR2384  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR2384  HISTORY     - 1957     SEE DESCRIPTION  USN
 TR2384  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR2384  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR2384  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR2384  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TR2384
 TR2384                          STATION DESCRIPTION
 TR2384
 TR2384'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 TR2384'STATION IS LOCATED ON LITTLE DUNGENESS SPIT, ON LAND OWNED BY THE
 TR2384'SAN JUAN FARM COMPANY.  LITTLE SPIT IS WELL KNOWN LOCAL NAME OF
 TR2384'THE SMALL SPIT WHICH FORMS THE WESTERN SHORE OF NEW DUNGENESS BAY.
 TR2384'STATION IS N OF THE DOG KENNELS, WHICH ARE BUILDINGS OF A MORE OR
 TR2384'LESS TEMPORARY NATURE, AND 28.7 FEET N BY E FROM THE SMALL SHINGLED
 TR2384'SMOKE HOUSE WHICH IS THE MOST NORTHERN OF THE GROUP OF BUILDINGS IN
 TR2384'THE VICINITY.
 TR2384'
 TR2384'SURFACE-STATION MARK IS A STANDARD BRONZE DISK IN A 12- BY 12-INCH
 TR2384'SQUARE BLOCK OF CONCRETE, WHICH ALSO CONTAINS A LENGTH OF CONCRETE
 TR2384'SEWER PIPE.  IT PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 TR2384'
 TR2384'UNDERGROUND MARK IS STANDARD BRONZE DISK IN CONCRETE AS DESCRIBED
 TR2384'IN NOTE 7A.
 TR2384'
 TR2384'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN 5-FOOT
 TR2384'LENGTHS OF 4-INCH SOIL PIPE.  THEY PROJECT APPROXIMATELY 15 INCHES
 TR2384'ABOVE THE SURFACE OF THE GROUND.
 TR2384'
 TR2384'REFERENCE MARK NO.1 IS N OF THE STATION, AT THE CENTER OF THE SPIT.
 TR2384'
 TR2384'REFERENCE MARK NO.2 IS E BY S OF THE STATION, APPROXIMATELY 5 FEET
 TR2384'IN FROM THE STORM-WATER LINE.
 TR2384'
 TR2384'STATION IS 52 FEET DISTANT IN AZIMUTH 90 DEG FROM THE HIGH-WATER
 TR2384'LINE TO THE E, AND 48 FEET DISTANT IN AZIMUTH 270 DEG FROM THE
 TR2384'HIGH-WATER LINE TO THE W.
 TR2384
 TR2384                          STATION RECOVERY (1942)
 TR2384
 TR2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2384'THE ORIGINAL DESCRIPTION IS ADEQUATE BUT WE FAILED TO CHECK
 TR2384'MEASURED DISTANCE TO REFERENCE MARK NO.2.  WE OBTAINED 8.497 METERS
 TR2384'INSTEAD OF ORIGINAL DISTANCE 8.508 METERS.  WE FAILED TO CHECK
 TR2384'DIRECTIONS TO REFERENCE MARKS.  THE ORIGINAL DESCRIPTION FOLLOWS,
 TR2384'INCORPORATING INTO IT CHANGES AS NOTED ABOVE--
 TR2384'
 TR2384'STATION IS LOCATED ON LITTLE DUNGENESS SPIT, ON LAND OWNED BY THE
 TR2384'SAN JUAN FARM COMPANY.  LITTLE SPIT IS A WELL KNOWN LOCAL NAME OF
 TR2384'THE SMALL SPIT WHICH FORMS THE WESTERN SHORE OF NEW DUNGENESS BAY.
 TR2384'STATION IS N OF THE DOG KENNELS, WHICH ARE BUILDINGS OF A MORE OR
 TR2384'LESS TEMPORARY NATURE, AND 28.7 FEET N BY E FROM THE SMALL SHINGLED
 TR2384'SMOKE HOUSE WHICH IS THE MOST NORTHERN OF THE GROUP OF BUILDINGS IN
 TR2384'THE VICINITY.
 TR2384'
 TR2384'STATION IS 52 FEET DISTANT IN AZIMUTH 90 DEG FROM THE HIGH-WATER
 TR2384'LINE TO THE E, AND 48 FEET DISTANT IN AZIMUTH 270 DEG FROM THE
 TR2384'HIGH-WATER LINE TO THE W.
 TR2384'
 TR2384'SURFACE MARK IS A BRONZE DISK SET IN A 12-INCH SQUARE BLOCK OF
 TR2384'CONCRETE, WHICH ALSO CONTAINS A LENGTH OF CONCRETE SEWER PIPE.  IT
 TR2384'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 TR2384'
 TR2384'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN
 TR2384'NOTE 7A.
 TR2384'
 TR2384'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE IN 5-FOOT LENGHTS OF
 TR2384'4-INCH SOIL PIPE.  THEY PROJECT ABOUT 15 INCHES ABOVE THE SURFACE
 TR2384'OF THE GROUND.
 TR2384'
 TR2384'REFERENCE MARK NO.1 IS N OF THE STATION, AT THE CENTER OF THE SPIT.
 TR2384'
 TR2384'REFERENCE MARK NO.2 IS E BY S OF THE STATION, ABOUT 5 FEET IN FROM
 TR2384'THE STORM-WATER LINE.
 TR2384'
 TR2384'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 METERS.
 TR2384
 TR2384                          STATION RECOVERY (1957)
 TR2384
 TR2384'RECOVERY NOTE BY US NAVY 1957 (CDG)
 TR2384'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 TR2384'FOUND IN GOOD CONDITION.
 TR2384'
 TR2384'THE STATION IS SITUATED AT OLD DUNGENESS SPIT, ON LAND OWNED BY SAN
 TR2384'JUAN FARMS COMPANY.  THE STATION IS APPROXIMATELY 200 FT. N ALONG
 TR2384'THE SPIT FROM THE SAN JUAN FARMS CARETAKERS HOUSE, 75 FT. DUE W OF
 TR2384'THE W END OF A BOAT DOCK, AND 30 FT. N OF THE N FENCE LINE OF THE DOG
 TR2384'KENNELS.  (THE DOG KENNELS WERE DESCRIBED ORIGINALLY AS TEMPORARY
 TR2384'BUT ARE STILL IN EXISTENCE.)
 TR2384
 TR2384                          STATION RECOVERY (1962)
 TR2384
 TR2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 TR2384'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 TR2384'CONDITION.  HOWEVER, THERE IS NO TO REACH FOR THE STATION, AND IT
 TR2384'IS BELIEVED THIS WOULD BE HELPFUL.
 TR2384'
 TR2384'TO REACH THE STATION FROM THE INTERSECTION OF SEQUIM AVE. AND
 TR2384'WASHINGTON STREET IN SEQUIM, GO NORTH ON SEQUIM AVE. FOR 4.9 MILES TO
 TR2384'A BLACKTOP ROAD LEFT IN DUNGENESS.  TURN LEFT, AS PER SIGN MARINE
 TR2384'DRIVE OLD TOWN PT. ANGELES, GO 0.25 MILE TO A Y, KEEP RIGHT FORK
 TR2384'AND FOLLOW MAIN BLACKTOP ROAD NORTH, WEST, AND NORTH FOR 1.0 MILE
 TR2384'TO A Y, KEEP LEFT FORK AND FOLLOW ALONG THE EDGE OF THE BLUFF FOR
 TR2384'0.6 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, DOWNHILL, AND GO 0.3 MILE
 TR2384'TO A HOUSE AT THE END OF THE ROAD, THE DOG KENNELS NORTH OF THE HOUSE
 TR2384'AND THE STATION NORTH OF THE DOG KENNELS.
 TR2384'
 TR2384'NO OBSERVATIONS OR MEASUREMENTS WERE MADE DURING THIS RECOVERY.
 TR2384
 TR2384                          STATION RECOVERY (1966)
 TR2384
 TR2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR2384'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 TR2384'DESCRIBED IN 1940 AND 1962.  THE STATION IS A STANDARD DISK STAMPED
 TR2384'DUCK 1940.  THE REFERENCE MARKS ARE STAMPED DUCK NO 1 1940 AND DUCK
 TR2384'NO 2 1940 RESPECTIVELY.
 TR2384
 TR2384                          STATION RECOVERY (1967)
 TR2384
 TR2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WFF)
 TR2384'STATION RECOVERED AS DESCRIBED.  NO SEARCH FOR RMS.
 TR2384
 TR2384                          STATION RECOVERY (1977)
 TR2384
 TR2384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 TR2384'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 TR2384'CONDITION AND SHOW NO EVIDENCE OF HAVING BEEN DISTURBED ALTHOUGH THE
 TR2384'ANGLE IS ABOUT 8-1/2 MINUTES SMALLER AND THE DISTANCE MEASURES 0.04
 TR2384'METER SHORTER THAN IN 1940.  THE DISK USED FOR REFERENCE MARK NO. 1
 TR2384'WAS RESTAMPED AND THE DISK AND PIPE HOLDING IT WERE RESET AND
 TR2384'SERVE AS REFERENCE MARK NO. 3.
 TR2384'
 TR2384'THE STATION IS ABOUT 5-3/4 MILES NORTH-NORTHWEST OF SEQUIM, 3/4
 TR2384'MILE WEST OF THE MOUTH OF THE DUNGENESS RIVER AND ON THE SAND SPIT
 TR2384'ON THE EAST SIDE OF NEW DUNGENESS HARBOR.
 TR2384'
 TR2384'TO REACH FROM THE MAIN INTERSECTION IN SEQUIM, (E. WASHINGTON ST.
 TR2384'AND SEQUIM AVE.), GO WEST ON WASHINGTON STREET (U.S. HIGHWAY 101)
 TR2384'FOR 3.2 MILES TO CARLSBORG ROAD, TURN RIGHT AND GO NORTH 0.7 MILE TO
 TR2384'THE CARLSBORG POST OFFICE, CONTINUE NORTH 1.0 MILE TO A
 TR2384'T-INTERSECTION, TURN RIGHT AND GO EAST 0.2 MILE, CURVE LEFT AND GO
 TR2384'NORTH 1.55 MILES, KEEP RIGHT FORK AND GO NORTHEAST, EAST AND NORTH
 TR2384'FOR 0.7 MILE TO A REVERSE Y, CONTINUE EAST 0.15 MILE, NORTH 0.1
 TR2384'MILE, EAST 0.2 MILE, TURN LEFT AND GO NORTH 0.9 MILE, TURN RIGHT GO
 TR2384'150 FEET, TURN SHARP LEFT GO 0.15 MILE TO A GATE ON THE SAND SPIT
 TR2384'AT THE STATE PARK BOUNDARY, CONTINUE NORTH 0.15 MILE TO A HOUSE AND
 TR2384'THE STATION ABOUT 70 YARDS NORTH OF THE HOUSE AND 30 YARDS SOUTH OF
 TR2384'THE END OF THE GRASSLINE ON THE SANDSPIT.
 TR2384'
 TR2384'THE STATION MARK, STAMPED DUCK 1940, IS A STANDARD DISK SET IN A
 TR2384'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 45.5 FEET
 TR2384'NORTHEAST OF THE NORTHWEST CORNER AND 34.5 FEET NORTHWEST OF THE
 TR2384'NORTHEAST CORNER OF A CHAIN-LINK FENCE AROUND A DOG KENNEL, 8 FEET
 TR2384'WEST OF THE PROJECTED EAST SIDE OF A GARAGE AND 3 FEET SOUTH OF A
 TR2384'WITNESS POST.
 TR2384'
 TR2384'REFERENCE MARK NO. 2, STAMPED DUCK 1940 NO 2, IS A STANDARD DISK
 TR2384'IN A 4-INCH SOIL PIPE WHICH PROJECTS ABOUT 1 FOOT.  IT IS 54 FEET
 TR2384'NORTH OF THE PROJECTED NORTH SIDE OF THE GARAGE, 21.5 FEET NORTHEAST
 TR2384'OF THE NORTHEAST CORNER OF THE FENCE AND AT THE WEST EDGE OF THE
 TR2384'GRASSLINE ALONG THE EAST SIDE OF THE SPIT.
 TR2384'
 TR2384'REFERENCE MARK NO. 3, STAMPED DUCK NO 3 1940 1976, IS A STANDARD
 TR2384'DISK IN A 4-INCH SOIL PIPE WHICH PROJECTS 6 INCHES.  IT IS 12.2
 TR2384'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE FENCE, 9.8 FEET NORTH
 TR2384'OF THE NORTHWEST CORNER AND ON LINE WITH THE WEST SIDE OF THE SHED
 TR2384'INSIDE THE DOG KENNEL FENCE.
 TR2384'
 TR2384'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 5-3/4 MILES NNW OF
 TR2384'SEQUIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1792 ***********************************************************************
 TR1792  DESIGNATION -  DUCK 1940
 TR1792  PID         -  TR1792
 TR1792  STATE/COUNTY-  WA/SAN JUAN
 TR1792  USGS QUAD   -  RICHARDSON (1977)
 TR1792
 TR1792                         *CURRENT SURVEY CONTROL
 TR1792  ___________________________________________________________________
 TR1792* NAD 83(1991)-  48 26 31.72046(N)    122 54 02.81909(W)     ADJUSTED  
 TR1792* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1792  ___________________________________________________________________
 TR1792  LAPLACE CORR-          -7.77  (seconds)                    DEFLEC99
 TR1792  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 TR1792
 TR1792  HORZ ORDER  -  SECOND
 TR1792
 TR1792.The horizontal coordinates were established by classical geodetic methods
 TR1792.and adjusted by the National Geodetic Survey in December 1991..
 TR1792
 TR1792.The orthometric height was scaled from a topographic map.
 TR1792
 TR1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1792
 TR1792.The geoid height was determined by GEOID03.
 TR1792
 TR1792;                    North         East     Units Scale Factor Converg.
 TR1792;SPC WA N     -   162,397.889   347,063.543   MT  0.99995825   -1 32 21.3
 TR1792;SPC WA N     -   532,800.41  1,138,657.64   sFT  0.99995825   -1 32 21.3
 TR1792;UTM  10      - 5,365,449.411   507,337.674   MT  0.99960066   +0 04 27.3
 TR1792
 TR1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1792!SPC WA N     -   1.00000305  x   0.99995825  =   0.99996130
 TR1792!UTM  10      -   1.00000305  x   0.99960066  =   0.99960371
 TR1792
 TR1792:                Primary Azimuth Mark                     Grid Az
 TR1792:SPC WA N     -  RICHARDSON RESET                         026 43 31.5
 TR1792:UTM  10      -  RICHARDSON RESET                         025 06 42.9
 TR1792
 TR1792|---------------------------------------------------------------------|
 TR1792| PID    Reference Object                     Distance      Geod. Az  |
 TR1792|                                                           dddmmss.s |
 TR1792| TR1787 RICHARDSON RESET                    480.016 METERS 0251110.2 |
 TR1792| TR1790 BIRD                                APPROX. 1.9 KM 1553922.9 |
 TR1792| TR1788 ICEBERG POINT LIGHT                 APPROX. 2.3 KM 1675018.0 |
 TR1792| TR1795 RICHARDSON LIGHT                    APPROX. 0.8 KM 3041234.7 |
 TR1792|---------------------------------------------------------------------|
 TR1792
 TR1792                          SUPERSEDED SURVEY CONTROL
 TR1792
 TR1792  NAD 83(1986)-  48 26 31.72097(N)    122 54 02.82349(W) AD(       ) 2
 TR1792  NAD 27      -  48 26 32.37000(N)    122 53 58.18300(W) AD(       ) 2
 TR1792
 TR1792.Superseded values are not recommended for survey control.
 TR1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1792.See file dsdata.txt to determine how the superseded data were derived.
 TR1792
 TR1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0733865449(NAD 83)
 TR1792_MARKER: Z = SEE DESCRIPTION
 TR1792_SETTING: 0 = UNSPECIFIED SETTING
 TR1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1792
 TR1792  HISTORY     - Date     Condition        Report By
 TR1792  HISTORY     - 1940     MONUMENTED       CGS
 TR1792
 TR1792                          STATION DESCRIPTION
 TR1792
 TR1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR1792'STATION IS ABOUT 1/4 MILE E OF THE SE END OF CHARLES ISLAND ON
 TR1792'SUMMIT OF A SMALL HIGH-WATER ROCK (ABOUT 7 FEET ABOVE MEAN-HIGH
 TR1792'WATER).  THE HIGH-WATER LINE IS LOCATED THE FOLLOWING DIRECTIONS
 TR1792'AND DISTANCES FROM THE STATION--N IS 5.8 METERS.  E IS 8.4
 TR1792'METERS.  S IS 5.8 METERS.  AND W IS 8.5 METERS.
 TR1792'
 TR1792'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 TR1792'DEPRESSION IN OUTCROPPING BEDROCK.
 TR1792'
 TR1792'NO REFERENCE MARKS WERE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5518 ***********************************************************************
 SY5518  DESIGNATION -  DUCKABUSH
 SY5518  PID         -  SY5518
 SY5518  STATE/COUNTY-  WA/JEFFERSON
 SY5518  USGS QUAD   -  BRINNON (1985)
 SY5518
 SY5518                         *CURRENT SURVEY CONTROL
 SY5518  ___________________________________________________________________
 SY5518* NAD 83(1991)-  47 37 55.15402(N)    122 56 31.27604(W)     ADJUSTED  
 SY5518* NAVD 88     -        12.1    (meters)      40.     (feet)  VERTCON   
 SY5518  ___________________________________________________________________
 SY5518  LAPLACE CORR-         -19.24  (seconds)                    DEFLEC99
 SY5518  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SY5518
 SY5518  HORZ ORDER  -  THIRD
 SY5518
 SY5518.The horizontal coordinates were established by classical geodetic methods
 SY5518.and adjusted by the National Geodetic Survey in December 1991..
 SY5518
 SY5518.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5518
 SY5518.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5518
 SY5518.The geoid height was determined by GEOID03.
 SY5518
 SY5518;                    North         East     Units Scale Factor Converg.
 SY5518;SPC WA N     -    72,436.599   341,545.863   MT  0.99997800   -1 34 11.9
 SY5518;SPC WA N     -   237,652.41  1,120,555.05   sFT  0.99997800   -1 34 11.9
 SY5518;SPC WA S     -   258,356.729   316,485.285   MT  1.00008211   -1 46 25.9
 SY5518;SPC WA S     -   847,625.37  1,038,335.47   sFT  1.00008211   -1 46 25.9
 SY5518;UTM  10      - 5,275,400.079   504,355.633   MT  0.99960023   +0 02 34.2
 SY5518
 SY5518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5518!SPC WA N     -   1.00000144  x   0.99997800  =   0.99997944
 SY5518!SPC WA S     -   1.00000144  x   1.00008211  =   1.00008355
 SY5518!UTM  10      -   1.00000144  x   0.99960023  =   0.99960167
 SY5518
 SY5518:                Primary Azimuth Mark                     Grid Az
 SY5518:SPC WA N     -  MADRONA 2                                170 53 12.3
 SY5518:SPC WA S     -  MADRONA 2                                171 05 26.3
 SY5518:UTM  10      -  MADRONA 2                                169 16 26.2
 SY5518
 SY5518|---------------------------------------------------------------------|
 SY5518| PID    Reference Object                     Distance      Geod. Az  |
 SY5518|                                                           dddmmss.s |
 SY5518| SY5511 MADRONA 2                           APPROX. 4.3 KM 1691900.4 |
 SY5518| CF6543 DUCKABUSH RM 1                        8.023 METERS 34815     |
 SY5518|---------------------------------------------------------------------|
 SY5518
 SY5518                          SUPERSEDED SURVEY CONTROL
 SY5518
 SY5518  NAD 83(1986)-  47 37 55.15050(N)    122 56 31.28421(W) AD(       ) 3
 SY5518  NAD 27      -  47 37 55.82000(N)    122 56 26.72900(W) AD(       ) 3
 SY5518  NGVD 29 (07/19/86)   11.0    (m)           36.     (f) VERT ANG       
 SY5518
 SY5518.Superseded values are not recommended for survey control.
 SY5518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5518.See file dsdata.txt to determine how the superseded data were derived.
 SY5518
 SY5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0435675400(NAD 83)
 SY5518
 SY5518  HISTORY     - Date     Condition        Report By
 SY5518  HISTORY     - 1878     MONUMENTED       CGS
 SY5518  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5518  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY5518  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5518  HISTORY     - 1969     SEE DESCRIPTION  LOCENG
 SY5518  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY5518
 SY5518                          STATION DESCRIPTION
 SY5518
 SY5518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5518'STATION RECOVERED AS DESCRIBED.  ON THE W SIDE OF HOOD CANAL, 2
 SY5518'MILES S OF QUATSAP POINT AND ABOUT ABREAST OF HOODS POINT.
 SY5518'
 SY5518'IT IS ON A ROCKY HEAD JUTTING OUT ABOUT 75 METERS AND IS WELL
 SY5518'DEFINED.
 SY5518'
 SY5518'THE STATION IS ON THE HIGHEST PART OF THE HEAD ABOUT 30 FEET
 SY5518'ABOVE THE WATER.
 SY5518'
 SY5518'RE-MARKED AS FOLLOWS--A STANDARD DISK CEMENTED IN A DRILL HOLE
 SY5518'IN A BOULDER ABOUT 1 FOOT SQUARE AND ABOUT 3 FEET UNDERGROUND WAS
 SY5518'SET AS A SUBSURFACE MARK.  A SECOND STANDARD DISK SET IN THE TOP
 SY5518'OF A CONCRETE MONUMENT EXTENDING ABOUT 4 INCHES ABOVE THE GROUND
 SY5518'WAS SET AS A SURFACE MARK.
 SY5518'
 SY5518'A STANDARD REFERENCE MARK WAS SET IN A CONCRETE MONUMENT EXTENDING
 SY5518'ABOUT 4 INCHES ABOVE GROUND.
 SY5518
 SY5518                          STATION RECOVERY (1956)
 SY5518
 SY5518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY5518'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 AND BOTH MARKS
 SY5518'WERE IN GOOD CONDITION.
 SY5518'
 SY5518'TO REACH THE STATION FROM THE BRIDGE OVER THE DUCKABUSH RIVER
 SY5518'WHICH IS ABOUT 16 MILES SOUTH OF QUILCENE ON U.S. HIGHWAY 101, GO
 SY5518'SOUTH ON U.S. HIGHWAY 101 FOR 1.2 MILES TO A LOGGING ROAD RIGHT
 SY5518'UP HILL AND A TRAIL TO THE LEFT DOWN HILL.  HERE LEAVE TRUCK AND
 SY5518'GO DOWN THE TRAIL TO THE LEFT TO A FORK.  KEEP RIGHT THENCE LEFT
 SY5518'OUT ONTO A POINT AND THE STATION.
 SY5518'
 SY5518'THIS STATION WAS NOT OCCUPIED AT THIS TIME AND ONLY A LIGHT BENCH
 SY5518'WAS BUILT OVER THE MARK.
 SY5518
 SY5518                          STATION RECOVERY (1963)
 SY5518
 SY5518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5518'THE STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED BY
 SY5518'J.S. IN 1934.  THE TO REACH DESCRIPTION OF L.S.B. IN 1956 IS
 SY5518'ADEQUATE.
 SY5518'
 SY5518'THE STATION IS A STANDARD DISK STAMPED DUCKABUSH 1878 1934 SET IN
 SY5518'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.
 SY5518'
 SY5518'THE REFERENCE MARK IS A STANDARD DISK STAMPED NO 1 1878 1934 SET
 SY5518'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 2
 SY5518'INCHES.
 SY5518
 SY5518                          STATION RECOVERY (1969)
 SY5518
 SY5518'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (RM)
 SY5518'GOOD
 SY5518
 SY5518                          STATION RECOVERY (1971)
 SY5518
 SY5518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 SY5518'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 SY5518'CONDITION.  LOCATED ABOUT 4 MILES SOUTHWEST OF BRINNON, ABOUT 1-1/4
 SY5518'MILES SOUTH OF THE MOUTH OF THE DUCKABUSH RIVER, ON THE WEST SHORE
 SY5518'OF HOOD CANAL, ON A WOODED, ROCKY POINT, ABOUT 30 FEET ABOVE MEAN
 SY5518'HIGH WATER.
 SY5518'
 SY5518'THE STATION IS A STANDARD DISK STAMPED DUCKABUSH 1878 1934 SET IN
 SY5518'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 8 INCHES.
 SY5518'
 SY5518'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NO1 1878 1934 SET IN
 SY5518'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 2 INCHES
 SY5518'AND ABOUT 3 FEET LOWER THAN THE STATION.
 SY5518'
 SY5518'TO REACH FROM THE POST OFFICE IN LILLIWAUP, GO NORTH ALONG
 SY5518'U.S. HWY 101 FOR 15.8 MILES, TURN RIGHT ON A SIDE ROAD, GO 0.2
 SY5518'MILE TO EASTERNMOST HOUSE (J. O. TALLMAN SUMMER RESIDENCE) AND END
 SY5518'OF TRUCK TRAVEL, PACK EASTWARD 50 YARDS TO THE TOP OF THE ROCKY
 SY5518'POINT AND STATION.
 SY5518'
 SY5518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY5518'4 MILES SOUTHWEST OF BRINNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1176 ***********************************************************************
 SX1176  DESIGNATION -  DUDE
 SX1176  PID         -  SX1176
 SX1176  STATE/COUNTY-  WA/KITTITAS
 SX1176  USGS QUAD   -  TANEUM CANYON (1985)
 SX1176
 SX1176                         *CURRENT SURVEY CONTROL
 SX1176  ___________________________________________________________________
 SX1176* NAD 83(1998)-  47 07 01.17449(N)    120 46 46.41133(W)     ADJUSTED  
 SX1176* NAVD 88     -       706.3    (meters)    2317.     (feet)  GPS OBS   
 SX1176  ___________________________________________________________________
 SX1176  X           -  -2,225,354.103 (meters)                     COMP
 SX1176  Y           -  -3,736,096.166 (meters)                     COMP
 SX1176  Z           -   4,651,128.560 (meters)                     COMP
 SX1176  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 SX1176  ELLIP HEIGHT-         686.72  (meters)          (07/05/01) GPS OBS
 SX1176  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SX1176
 SX1176  HORZ ORDER  -  FIRST
 SX1176  ELLP ORDER  -  FOURTH    CLASS II
 SX1176
 SX1176.The horizontal coordinates were established by GPS observations
 SX1176.and adjusted by the National Geodetic Survey in July 2001..
 SX1176.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1176.DATUM ITEM on the data sheet items page.
 SX1176
 SX1176.The orthometric height was determined by GPS observations and a
 SX1176.high-resolution geoid model.
 SX1176
 SX1176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1176
 SX1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1176
 SX1176.The ellipsoidal height was determined by GPS observations
 SX1176.and is referenced to NAD 83.
 SX1176
 SX1176.The geoid height was determined by GEOID03.
 SX1176
 SX1176;                    North         East     Units Scale Factor Converg.
 SX1176;SPC WA S     -   198,296.434   478,785.282   MT  0.99995769   -0 12 11.1
 SX1176;SPC WA S     -   650,577.55  1,570,814.71   sFT  0.99995769   -0 12 11.1
 SX1176;UTM  10      - 5,220,557.377   668,438.426   MT  0.99994870   +1 37 38.6
 SX1176
 SX1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1176!SPC WA S     -   0.99989237  x   0.99995769  =   0.99985006
 SX1176!UTM  10      -   0.99989237  x   0.99994870  =   0.99984108
 SX1176
 SX1176|---------------------------------------------------------------------|
 SX1176| PID    Reference Object                     Distance      Geod. Az  |
 SX1176|                                                           dddmmss.s |
 SX1176| CF1367 DUDE RM 1                             7.730 METERS 08836     |
 SX1176| CF1368 DUDE RM 2                            13.198 METERS 35821     |
 SX1176|---------------------------------------------------------------------|
 SX1176
 SX1176                          SUPERSEDED SURVEY CONTROL
 SX1176
 SX1176  NAD 83(1991)-  47 07 01.17304(N)    120 46 46.41179(W) AD(       ) 1
 SX1176  ELLIP H (06/21/95)  686.84   (m)                       GP(       ) 4 2
 SX1176  NAD 83(1991)-  47 07 01.17317(N)    120 46 46.41187(W) AD(       ) 3
 SX1176  NAD 83(1986)-  47 07 01.17629(N)    120 46 46.39645(W) AD(       ) 3
 SX1176  NAD 27      -  47 07 01.73340(N)    120 46 42.11180(W) AD(       ) 3
 SX1176
 SX1176.Superseded values are not recommended for survey control.
 SX1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1176.See file dsdata.txt to determine how the superseded data were derived.
 SX1176
 SX1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6843820557(NAD 83)
 SX1176_MARKER: DD = SURVEY DISK
 SX1176_SETTING: 80 = SET IN A BOULDER
 SX1176_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SX1176_STAMPING: DUDE 1958
 SX1176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1176+STABILITY: SURFACE MOTION
 SX1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1176+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1993
 SX1176
 SX1176  HISTORY     - Date     Condition        Report By
 SX1176  HISTORY     - 1958     MONUMENTED       CGS
 SX1176  HISTORY     - 19931105 GOOD             MSI
 SX1176
 SX1176                          STATION DESCRIPTION
 SX1176
 SX1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SX1176'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF ELLENSBURG,
 SX1176'7 MILES SOUTHEAST OF CLE ELUM, 1 MILE SOUTH OF THE YAKIMA RIVER AND
 SX1176'ABOUT 0.3 MILE EAST OF THE RANCH BUILDINGS OF THE DIAMOND A RANCH.
 SX1176'
 SX1176'REACHED FROM THE JUNCTION OF FIFTH AVENUE AND MAIN STREET IN
 SX1176'ELLENSBURG BY GOING WESTERLY ON FIFTH AVENUE AS PER SIGN THORP FOR
 SX1176'0.5 MILE TO A FORK, KEEP RIGHT AND FOLLOW THE PAVED ROAD 2.0 MILES
 SX1176'TO A ROAD JUNCTION JUST BEFORE REACHING AN IRON BRIDGE ACROSS
 SX1176'THE YAKIMA RIVER.  TAKE THE ROAD LEFT, CROSSING THE BRIDGE AND
 SX1176'GOING 0.5 MILE TO A FORK, KEEP TO THE RIGHT AND FOLLOW THE PAVED
 SX1176'ROAD TOWARD THORP FOR 4.1 MILES TO A FORK AND SIGN T CEMETARY
 SX1176'RD, TAKE THE LEFT FORK AND FOLLOW CEMETARY ROAD FOR 5.0 MILES TO
 SX1176'A FORK AND A WHITE POST BEARING A NUMBER OF ROAD SIGNS.  TAKE
 SX1176'THE GRAVELED ROAD RIGHT AS PER SIGN CLE ELUM, AND GO 3.6 MILES
 SX1176'TO A ROAD RIGHT LEADING INTO THE DIAMOND A RANCH, TURN RIGHT
 SX1176'AND GO NORTH FOR 0.1 MILE TO A WIRE GATE JUST NORTH OF THE
 SX1176'RANCH HOUSE, PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD EAST
 SX1176'AND NORTH FOR 0.25 MILE TO A WIRE FENCE, TURN RIGHT AND GO EAST
 SX1176'ALONG THE FENCE FOR 0.15 MILE TO THE TOP OF THE RIDGE, TURN
 SX1176'RIGHT AND GO SOUTHEAST ALONG THE RIDGE FOR 0.2 MILE TO A
 SX1176'FENCELINE AT THE HIGHEST POINT OF THE HILL AND THE STATION.
 SX1176'
 SX1176'THE STATION MARK, STAMPED DUDE 1958, IS A STANDARD DISK CEMENTED
 SX1176'IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE SURFACE OF THE
 SX1176'GROUND.  IT IS 7 FEET NORTHWEST OF A WITNESS POST, 7 FEET
 SX1176'NORTHEAST OF A T-FENCE CORNER AND 4 FEET NORTH OF A FENCELINE.
 SX1176'
 SX1176'REFERENCE MARK NO. 1, STAMPED DUDE NO 1 1958, IS A STANDARD DISK
 SX1176'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.  IT IS
 SX1176'19 FEET EAST OF A WITNESS POST AND 3 FEET NORTH OF A FENCELINE.
 SX1176'
 SX1176'REFERENCE MARK NO. 2, STAMPED DUDE NO 2 1958, IS A STANDARD DISK
 SX1176'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES.  IT
 SX1176'IS 48 FEET NORTH OF A FENCELINE AND 47 FEET NORTH OF A WITNESS
 SX1176'POST.
 SX1176
 SX1176                          STATION RECOVERY (1993)
 SX1176
 SX1176'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SX1176'RECOVERED AS DESCRIBED. ALTERNATIVE DESCRIPTION FOLLOWS- TO REACH THE
 SX1176'STATION FROM THE EXIT 93 OVERPASS ON I-90, PROCEED NORTH ON THE
 SX1176'OVERPASS ROAD TO THE INTERSECTION WITH THORP PRAIRIE ROAD. TURN RIGHT
 SX1176'AND PROCEED SOUTHEAST ON THORP PRAIRIE ROAD FOR 0.2 MI (0.3 KM) TO THE
 SX1176'INTERSECTION WITH A GRAVEL ROAD ON THE LEFT. TURN LEFT AND PROCEED
 SX1176'NORTH ON THE GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH
 SX1176'ANOTHER GRAVEL ROAD ON THE RIGHT. TURN RIGHT AND FOLLOW THE ROAD EAST
 SX1176'FOR APPROXIMATELY 200 FT, THEN CUT THROUGH THE FIELD TO A DIRT TRACK
 SX1176'RUNNING ALONG THE FENCELINE. CONTINUE TO THE CREST OF THE HILL TO THE
 SX1176'STATION ADJACENT TO THE FENCELINE, AT THE HIGHEST POINT ON THE HILL.
 SX1176'NOTE - THE REFERENCE MARKS WERE NOT OBSERVED OR MEASURED TO AT THIS
 SX1176'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1146 ***********************************************************************
 SW1146  DESIGNATION -  DUDLEY
 SW1146  PID         -  SW1146
 SW1146  STATE/COUNTY-  WA/LINCOLN
 SW1146  USGS QUAD   -  ROCKLYN (1969)
 SW1146
 SW1146                         *CURRENT SURVEY CONTROL
 SW1146  ___________________________________________________________________
 SW1146* NAD 83(1991)-  47 39 35.04389(N)    118 20 44.61523(W)     ADJUSTED  
 SW1146* NAVD 88     -       720.77   (+/-2cm)    2364.7    (feet)  VERTCON   
 SW1146  ___________________________________________________________________
 SW1146  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 SW1146  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 SW1146
 SW1146  HORZ ORDER  -  THIRD
 SW1146  VERT ORDER  -  THIRD ? (See Below)
 SW1146
 SW1146.The horizontal coordinates were established by classical geodetic methods
 SW1146.and adjusted by the National Geodetic Survey in December 1991..
 SW1146
 SW1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1146.The vertical order pertains to the NGVD 29 superseded value.
 SW1146
 SW1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1146
 SW1146.The geoid height was determined by GEOID03.
 SW1146
 SW1146;                    North         East     Units Scale Factor Converg.
 SW1146;SPC WA N     -    76,370.215   686,818.570   MT  0.99997404   +1 51 07.5
 SW1146;SPC WA N     -   250,557.95  2,253,337.26   sFT  0.99997404   +1 51 07.5
 SW1146;UTM  11      - 5,279,359.415   398,957.381   MT  0.99972546   -0 59 41.2
 SW1146
 SW1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1146!SPC WA N     -   0.99989005  x   0.99997404  =   0.99986409
 SW1146!UTM  11      -   0.99989005  x   0.99972546  =   0.99961554
 SW1146
 SW1146|---------------------------------------------------------------------|
 SW1146| PID    Reference Object                     Distance      Geod. Az  |
 SW1146|                                                           dddmmss.s |
 SW1146| CF1371 DUDLEY RM 2                           6.168 METERS 00536     |
 SW1146| SW1145 ROCKLYN GRANGE MILLING CO ELEV      APPROX. 6.7 KM 1202020.6 |
 SW1146| CF1369 DUDLEY AZ MK                                       1424725.8 |
 SW1146| CF1370 DUDLEY RM 1                           5.390 METERS 27228     |
 SW1146|---------------------------------------------------------------------|
 SW1146
 SW1146                          SUPERSEDED SURVEY CONTROL
 SW1146
 SW1146  NAD 83(1986)-  47 39 35.05532(N)    118 20 44.60769(W) AD(       ) 3
 SW1146  NAD 27      -  47 39 35.49800(N)    118 20 40.66400(W) AD(       ) 3
 SW1146  NGVD 29 (07/19/86)  719.55   (m)         2360.7    (f) LEVELING    3  
 SW1146
 SW1146.Superseded values are not recommended for survey control.
 SW1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1146.See file dsdata.txt to determine how the superseded data were derived.
 SW1146
 SW1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN9895779359(NAD 83)
 SW1146_MARKER: Z = SEE DESCRIPTION
 SW1146_SETTING: 0 = UNSPECIFIED SETTING
 SW1146
 SW1146  HISTORY     - Date     Condition        Report By
 SW1146  HISTORY     - 1950     MONUMENTED       CGS
 SW1146  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1146
 SW1146                          STATION DESCRIPTION
 SW1146
 SW1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1146'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL ROCKY KNOLL,
 SW1146'ABOUT 11 MILES SOUTHEAST OF CRESTON, ABOUT 9 MILES WEST NORTHWEST OF
 SW1146'DAVENPORT AND ABOUT 250 FEET NORTH OF U.S. HIGHWAY 2.
 SW1146'
 SW1146'TO REACH, FROM THE U.S. POST OFFICE IN DAVENPORT, GO WEST, ON U.S.
 SW1146'HIGHWAY 2, FOR 9.3 MILES TO THE AZIMUTH MARK.  CONTINUE WEST, ON
 SW1146'U.S. HIGHWAY 2, FOR 0.35 MILE TO END OF TRUCK TRAVEL.  THENCE PACK
 SW1146'NORTHERLY, FOR 250 FEET TO HIGHEST POINT OF ROCKY KNOLL AND THE
 SW1146'STATION.
 SW1146'
 SW1146'THE STATION MARK IS A STANDARD DISK, STAMPED DUDLEY 1950, SET INTO A
 SW1146'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES.
 SW1146'
 SW1146'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED DUDLEY NO 1
 SW1146'1950, SET INTO A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 SW1146'ABOUT 3 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SW1146'
 SW1146'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED DUDLEY NO 2
 SW1146'1950, SET INTO A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 SW1146'ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SW1146'
 SW1146'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUDLEY 1950, SET INTO A
 SW1146'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 8 INCHES.  IT
 SW1146'IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 2, ABOUT 60 FEET
 SW1146'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 2 AND ABOUT 12 FEET NORTH OF
 SW1146'THE NORTH RAIL OF THE RAILROAD TRACKS.
 SW1146'
 SW1146'THE STATION IS 9.3 FEET NORTH OF A 3 FOOT CAIRN.
 SW1146
 SW1146                          STATION RECOVERY (1965)
 SW1146
 SW1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1146'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 SW1146'RECOVERED.  ADDITIONAL INFORMATION FOLLOWS--
 SW1146'
 SW1146'THE STATION IS ON A ROCKY RIDGE, THE SOUTHWEST END OF WHICH IS A
 SW1146'12-FOOT ROCK CUT ON THE NORTHEAST SIDE OF U.S. HIGHWAY 2, 50 YARDS
 SW1146'NORTHWEST OF HIGHWAY MILEPOST 34.  THE STATION MARK IS 25 FEET EAST
 SW1146'OF THE WEST EDGE OF THE ROCKY SUMMIT, 22 FEET NORTHEAST OF A 5-FOOT
 SW1146'CLIFF AT THE HEAD OF A RAVINE AND 8 FEET NORTH OF A 3-FOOT CAIRN.
 SW1146'
 SW1146'REFERENCE MARK NO. 1 IS 10 FEET SOUTHEAST OF THE NORTHWEST EDGE OF
 SW1146'THE ROCKY SUMMIT AND 6 FEET NORTH OF THE 5-FOOT CLIFF AT THE HEAD
 SW1146'OF THE RAVINE.
 SW1146'
 SW1146'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF THE 5-FOOT CLIFF AT THE
 SW1146'HEAD OF THE RAVINE AND 6 FEET SOUTHEAST OF THE NORTHWEST EDGE OF
 SW1146'THE ROCKY SUMMIT.
 SW1146'
 SW1146'THE AZIMUTH MARK IS ON A ROCK LEDGE, 150 YARDS EAST OF THE EAST
 SW1146'END OF A CURVE IN THE HIGHWAY, 100 YARDS EAST OF A POINT WHERE THE
 SW1146'LAND BETWEEN THE HIGHWAY AND RAILROAD IS HIGHER THAN THE RAILROAD,
 SW1146'10 YARDS SOUTH OF A TELEPHONE POLE AND 3 FEET ABOVE THE RAILROAD
 SW1146'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1097 ***********************************************************************
 TP1097  DESIGNATION -  DUGOUT
 TP1097  PID         -  TP1097
 TP1097  STATE/COUNTY-  WA/OKANOGAN
 TP1097  USGS QUAD   -  STRAWBERRY MOUNTAIN (1993)
 TP1097
 TP1097                         *CURRENT SURVEY CONTROL
 TP1097  ___________________________________________________________________
 TP1097* NAD 83(1991)-  48 29 50.82342(N)    118 57 39.02888(W)     ADJUSTED  
 TP1097* NAVD 88     -      1636.6    (meters)    5369.     (feet)  VERTCON   
 TP1097  ___________________________________________________________________
 TP1097  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 TP1097  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 TP1097
 TP1097  HORZ ORDER  -  FIRST
 TP1097
 TP1097.The horizontal coordinates were established by classical geodetic methods
 TP1097.and adjusted by the National Geodetic Survey in December 1991..
 TP1097
 TP1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1097
 TP1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1097
 TP1097.The geoid height was determined by GEOID03.
 TP1097
 TP1097;                    North         East     Units Scale Factor Converg.
 TP1097;SPC WA N     -   168,176.691   638,368.126   MT  0.99996418   +1 23 38.8
 TP1097;SPC WA N     -   551,759.69  2,094,379.43   sFT  0.99996418   +1 23 38.8
 TP1097;UTM  11      - 5,373,448.936   355,145.171   MT  0.99985780   -1 28 07.6
 TP1097
 TP1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1097!SPC WA N     -   0.99974634  x   0.99996418  =   0.99971053
 TP1097!UTM  11      -   0.99974634  x   0.99985780  =   0.99960418
 TP1097
 TP1097:                Primary Azimuth Mark                     Grid Az
 TP1097:SPC WA N     -  FIR LOOKOUT TOWER                        004 23 33.7
 TP1097:UTM  11      -  FIR LOOKOUT TOWER                        007 15 20.1
 TP1097
 TP1097|---------------------------------------------------------------------|
 TP1097| PID    Reference Object                     Distance      Geod. Az  |
 TP1097|                                                           dddmmss.s |
 TP1097| TP1106 FIR LOOKOUT TOWER                   APPROX.18.8 KM 0054712.5 |
 TP1097| CF1372 DUGOUT RM 1                           7.019 METERS 01506     |
 TP1097| TP1098 DUGOUT LOT CEN OF ALIDADE 1936        9.140 METERS 03030     |
 TP1097| TP1104 SHEEP MTN LOOKOUT TOWER             APPROX.11.7 KM 0635815.0 |
 TP1097| TP0967 COLUMBIA LOOKOUT TOWER USBR         APPROX.37.9 KM 0683925.7 |
 TP1097| TP1101 QUARTZ MTN LOOKOUT TOWER            APPROX.22.9 KM 0692514.0 |
 TP1097| CF1373 DUGOUT RM 2                           4.224 METERS 12600     |
 TP1097| TP1128 MOSES                               APPROX.15.8 KM 2080323.6 |
 TP1097| TP1117 MT ANNIE LOOKOUT TOWER              APPROX.19.5 KM 3392355.6 |
 TP1097| TP1114 MT BONAPARTE LOOKOUT TOWER          APPROX.34.2 KM 3394144.1 |
 TP1097|---------------------------------------------------------------------|
 TP1097
 TP1097                          SUPERSEDED SURVEY CONTROL
 TP1097
 TP1097  NAD 83(1986)-  48 29 50.83343(N)    118 57 39.02512(W) AD(       ) 1
 TP1097  NAD 27      -  48 29 51.26100(N)    118 57 34.91400(W) AD(       ) 1
 TP1097  NGVD 29 (10/02/90) 1635.2    (m)         5365.     (f) VERT ANG       
 TP1097
 TP1097.Superseded values are not recommended for survey control.
 TP1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1097.See file dsdata.txt to determine how the superseded data were derived.
 TP1097
 TP1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP5514573449(NAD 83)
 TP1097_MARKER: DS = TRIANGULATION STATION DISK
 TP1097_SETTING: 66 = SET IN ROCK OUTCROP
 TP1097_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 TP1097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1097+STABILITY: POSITION/ELEVATION WELL
 TP1097
 TP1097  HISTORY     - Date     Condition        Report By
 TP1097  HISTORY     - 1936     MONUMENTED       CGS
 TP1097  HISTORY     - 1945     GOOD             USGS
 TP1097  HISTORY     - 1947     GOOD             USGS
 TP1097  HISTORY     - 1956     GOOD             USGS
 TP1097
 TP1097                          STATION DESCRIPTION
 TP1097
 TP1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 TP1097'STATION IS LOCATED ON A HIGH WOODED PEAK IN THE NW 1/4 OF SEC. 32,
 TP1097'T 35 N, R 31 E, AND IS KNOWN LOCALLY AS DUGOUT MOUNTAIN.  IT IS
 TP1097'3-1/2 MILES S OF THE AENEAS POST OFFICE, 15 MILES SW OF THE TOWN OF
 TP1097'REPUBLIC, AND 21-1/2 MILES N OF NESPELEM, AIR LINE DISTANCES.
 TP1097'
 TP1097'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 TP1097'DRILL HOLES IN OUTCROPPING BEDROCK.
 TP1097'
 TP1097'TO REACH THE STATION FROM AENEAS POST OFFICE, WHICH IS 15-1/2
 TP1097'MILES NW OF THE SETTLEMENT OF WEST FORK ON STATE HIGHWAY 4.  GO W
 TP1097'FOR 0.1 MILE AND TAKE T-ROAD LEFT, ARROW DUGOUT L.O., GO 0.65 MILE
 TP1097'AND TAKE RIGHT FORK ON MAIN-TRAVELED ROAD, GO 4.15 MILES AND TAKE
 TP1097'MAIN LEFT FORK, GO 0.1 MILE AND TAKE MAIN RIGHT FORK, GO 0.4 MILE
 TP1097'THROUGH SAWMILL CAMP AND TAKE LEFT FORK AS PER ARROW DUGOUT L.O.
 TP1097'GO 6.2 MILES TO TOP OF DUGOUT MOUNTAIN, LOOKOUT AND STATION.
 TP1097
 TP1097                          STATION RECOVERY (1945)
 TP1097
 TP1097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 TP1097'TEXT PREVIOUSLY SUBMITTED IN JOB T9.
 TP1097
 TP1097                          STATION RECOVERY (1947)
 TP1097
 TP1097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 TP1097'RECOVERED AS DESCRIBED BY NGS.
 TP1097
 TP1097                          STATION RECOVERY (1956)
 TP1097
 TP1097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TP1097'DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS NOT
 TP1097'MEASURED.  LOT AND HOUSE HAVE BEEN COMPLETELY REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1098 ***********************************************************************
 TP1098  DESIGNATION -  DUGOUT LOT CEN OF ALIDADE 1936
 TP1098  PID         -  TP1098
 TP1098  STATE/COUNTY-  WA/OKANOGAN
 TP1098  USGS QUAD   -  STRAWBERRY MOUNTAIN (1993)
 TP1098
 TP1098                         *CURRENT SURVEY CONTROL
 TP1098  ___________________________________________________________________
 TP1098* NAD 83(1991)-  48 29 51.07839(N)    118 57 38.80295(W)     ADJUSTED  
 TP1098* NAVD 88     -      1636.     (meters)    5367.     (feet)  SCALED    
 TP1098  ___________________________________________________________________
 TP1098  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 TP1098  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 TP1098
 TP1098  HORZ ORDER  -  THIRD
 TP1098
 TP1098.The horizontal coordinates were established by classical geodetic methods
 TP1098.and adjusted by the National Geodetic Survey in December 1991..
 TP1098
 TP1098.The orthometric height was scaled from a topographic map.
 TP1098
 TP1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1098
 TP1098.The geoid height was determined by GEOID03.
 TP1098
 TP1098;                    North         East     Units Scale Factor Converg.
 TP1098;SPC WA N     -   168,184.677   638,372.571   MT  0.99996419   +1 23 39.0
 TP1098;SPC WA N     -   551,785.89  2,094,394.01   sFT  0.99996419   +1 23 39.0
 TP1098;UTM  11      - 5,373,456.689   355,150.009   MT  0.99985779   -1 28 07.4
 TP1098
 TP1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1098!SPC WA N     -   0.99974637  x   0.99996419  =   0.99971057
 TP1098!UTM  11      -   0.99974637  x   0.99985779  =   0.99960420
 TP1098
 TP1098                          SUPERSEDED SURVEY CONTROL
 TP1098
 TP1098  NAD 83(1986)-  48 29 51.08840(N)    118 57 38.79919(W) AD(       ) 4
 TP1098  NAD 27      -  48 29 51.51600(N)    118 57 34.68800(W) AD(       ) 3
 TP1098
 TP1098.Superseded values are not recommended for survey control.
 TP1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1098.See file dsdata.txt to determine how the superseded data were derived.
 TP1098
 TP1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP5515073457(NAD 83)
 TP1098
 TP1098  HISTORY     - Date     Condition        Report By
 TP1098  HISTORY     - 1936     MONUMENTED       CGS
 TP1098
 TP1098                          STATION DESCRIPTION
 TP1098
 TP1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 TP1098'SEE STATION DUGOUT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1262 ***********************************************************************
 TR1262  DESIGNATION -  DUGUALLA USN 1954
 TR1262  PID         -  TR1262
 TR1262  STATE/COUNTY-  WA/ISLAND
 TR1262  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1262
 TR1262                         *CURRENT SURVEY CONTROL
 TR1262  ___________________________________________________________________
 TR1262* NAD 83(1991)-  48 21 24.58918(N)    122 35 54.24954(W)     ADJUSTED  
 TR1262* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1262  ___________________________________________________________________
 TR1262  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 TR1262  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 TR1262
 TR1262  HORZ ORDER  -  SECOND
 TR1262
 TR1262.The horizontal coordinates were established by classical geodetic methods
 TR1262.and adjusted by the National Geodetic Survey in December 1991..
 TR1262
 TR1262.The orthometric height was scaled from a topographic map.
 TR1262
 TR1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1262
 TR1262.The geoid height was determined by GEOID03.
 TR1262
 TR1262;                    North         East     Units Scale Factor Converg.
 TR1262;SPC WA N     -   152,357.049   369,209.859   MT  0.99995093   -1 18 50.9
 TR1262;SPC WA N     -   499,858.08  1,211,316.01   sFT  0.99995093   -1 18 50.9
 TR1262;UTM  10      - 5,356,039.586   529,750.160   MT  0.99961087   +0 18 00.4
 TR1262
 TR1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1262!SPC WA N     -   1.00000315  x   0.99995093  =   0.99995408
 TR1262!UTM  10      -   1.00000315  x   0.99961087  =   0.99961401
 TR1262
 TR1262:                Primary Azimuth Mark                     Grid Az
 TR1262:SPC WA N     -  DIKE USN 1954                            124 00 20.4
 TR1262:UTM  10      -  DIKE USN 1954                            122 23 29.1
 TR1262
 TR1262|---------------------------------------------------------------------|
 TR1262| PID    Reference Object                     Distance      Geod. Az  |
 TR1262|                                                           dddmmss.s |
 TR1262| TR1268 DIKE USN 1954                       APPROX. 0.6 KM 1224129.5 |
 TR1262|---------------------------------------------------------------------|
 TR1262
 TR1262                          SUPERSEDED SURVEY CONTROL
 TR1262
 TR1262  NAD 83(1986)-  48 21 24.59157(N)    122 35 54.25374(W) AD(       ) 2
 TR1262  NAD 27      -  48 21 25.22400(N)    122 35 49.64000(W) AD(       ) 2
 TR1262
 TR1262.Superseded values are not recommended for survey control.
 TR1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1262.See file dsdata.txt to determine how the superseded data were derived.
 TR1262
 TR1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2975056040(NAD 83)
 TR1262
 TR1262  HISTORY     - Date     Condition        Report By
 TR1262  HISTORY     - 1954     MONUMENTED       USN
 TR1262  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1262
 TR1262                          STATION DESCRIPTION
 TR1262
 TR1262'DESCRIBED BY US NAVY 1954 (RAG)
 TR1262'THE STATION IS LOCATED 5.0 MILES NORTH-NORTHEAST OF OAK HARBOR ON
 TR1262'WHIDBEY ISLAND, AT THE WEST EDGE OF THE ROAD, 125.6 FEET NORTH
 TR1262'OF THE NORTH IRON POST OF THE CYCLONE FENCE AT THE SPILLWAY OF
 TR1262'DUGUALLA BAY OUTLET AND 19 FEET WEST OF THE CENTER LINE OF ROAD.
 TR1262'
 TR1262'THE STATION MARK IS A 3 BY 3 INCH CONCRETE POST WITH A 1/2 INCH
 TR1262'BRASS PLUG EMBEDDED AT ITS CENTER.  THE BRASS PLUG IS MARKED BY A
 TR1262'SMALL PUNCH MARK.  THE MARK IS 5 INCHES BELOW THE SURFACE.
 TR1262'
 TR1262'TO REACH FROM THE STOP LIGHT AT THE BUSINESS CENTER OF OAK HARBOR
 TR1262'GO EAST 0.25 MILE TO FORKS.  TAKE LEFT FORK AS PER SIGN SEATTLE
 TR1262'AND CONTINUE NORTH 0.15 MILE TO CROSS ROAD, CONTINUE NORTH FOR
 TR1262'0.45 MILE TO CROSS ROAD AT CAUTION LIGHT.  TURN RIGHT AND GO EAST
 TR1262'ON 700 E. AVE. FOR 0.35 MILE TO T-JUNCTION.  TURN LEFT AND GO
 TR1262'NORTH ON 70 NE STREET FOR 0.7 MILE TO FORKS, TAKE LEFT FORK
 TR1262'STRAIGHT AHEAD FOR 2.1 MILES TO Y-JUNCTION.  TAKE RIGHT FORK
 TR1262'AND CONTINUE NORTH FOR 0.75 MILE TO A T-ROAD RIGHT, EAST.  GO
 TR1262'EAST FOR 1.1 MILES CROSSING THE NEW HIGHWAY, CONTINUE EAST FOR
 TR1262'0.9 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.55 MILE
 TR1262'TO THE STATION AT WEST EDGE OF ROAD.
 TR1262'
 TR1262'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 TR1262'
 TR1262'OBSERVATIONS WERE MADE FROM A 4 FOOT TRIPOD.
 TR1262
 TR1262                          STATION RECOVERY (1960)
 TR1262
 TR1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1262'THE STATION WAS RECOVERED AS DESCRIBED.  THE DISTANCES FROM IRON
 TR1262'POST AT END OF SPILLWAY AND FROM CENTER OF ROAD WERE VERIFIED.  THE
 TR1262'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0320 ***********************************************************************
 TS0320  DESIGNATION -  DUK 1930
 TS0320  PID         -  TS0320
 TS0320  STATE/COUNTY-  WA/CLALLAM
 TS0320  USGS QUAD   -  OZETTE (1984)
 TS0320
 TS0320                         *CURRENT SURVEY CONTROL
 TS0320  ___________________________________________________________________
 TS0320* NAD 83(1991)-  48 12 05.43715(N)    124 41 43.18687(W)     ADJUSTED  
 TS0320* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TS0320  ___________________________________________________________________
 TS0320  LAPLACE CORR-          11.01  (seconds)                    DEFLEC99
 TS0320  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 TS0320
 TS0320  HORZ ORDER  -  THIRD
 TS0320
 TS0320.The horizontal coordinates were established by classical geodetic methods
 TS0320.and adjusted by the National Geodetic Survey in December 1991..
 TS0320
 TS0320.The orthometric height was scaled from a topographic map.
 TS0320
 TS0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0320
 TS0320.The geoid height was determined by GEOID03.
 TS0320
 TS0320;                    North         East     Units Scale Factor Converg.
 TS0320;SPC WA N     -   140,788.555   213,058.047   MT  0.99994332   -2 52 31.2
 TS0320;SPC WA N     -   461,903.78    699,007.94   sFT  0.99994332   -2 52 31.2
 TS0320;UTM  10      - 5,340,087.185   374,031.332   MT  0.99979497   -1 15 50.5
 TS0320
 TS0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0320!SPC WA N     -   1.00000300  x   0.99994332  =   0.99994632
 TS0320!UTM  10      -   1.00000300  x   0.99979497  =   0.99979797
 TS0320
 TS0320                          SUPERSEDED SURVEY CONTROL
 TS0320
 TS0320  NAD 83(1986)-  48 12 05.43607(N)    124 41 43.19199(W) AD(       ) 3
 TS0320  NAD 27      -  48 12 06.22700(N)    124 41 38.32400(W) AD(       ) 3
 TS0320
 TS0320.Superseded values are not recommended for survey control.
 TS0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0320.See file dsdata.txt to determine how the superseded data were derived.
 TS0320
 TS0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7403140087(NAD 83)
 TS0320_MARKER: Z = SEE DESCRIPTION
 TS0320_SETTING: 0 = UNSPECIFIED SETTING
 TS0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0320
 TS0320  HISTORY     - Date     Condition        Report By
 TS0320  HISTORY     - 1930     MONUMENTED       CGS
 TS0320  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TS0320
 TS0320                          STATION DESCRIPTION
 TS0320
 TS0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (KTA)
 TS0320'STATION IS A STANDARD DISK CEMENTED IN THE TOP OF THE NORTHERN OF TWO
 TS0320'HALF-BURIED BOULDERS AT HIGH-WATER LINE (ABOUT 3 FEET ABOVE THE
 TS0320'GROUND) MIDWAY BETWEEN THE CLIFFS S OF POINT OF THE ARCHES AND THE
 TS0320'MOUTH OF THE OZETTE RIVER.  IT IS IMMEDIATELY BELOW A PROMINENT
 TS0320'YELLOW SPOT ABOUT 150 FEET HIGH ON THE BLUFFS BEHIND IT, AND THERE
 TS0320'IS A THICK LEDGE OF GREY SANDSTONE ON THE BLUFF JUST BELOW AND TO THE
 TS0320'S OF THE YELLOW SPOT.
 TS0320'
 TS0320'A STANDARD REFERENCE MARK WAS ESTABLISHED IN A SANDSTONE BOULDER
 TS0320'WHICH IS BURIED IN THE BLUFF SO THAT IT APPEARS AS PART OF THE
 TS0320'BLUFF.  THE REFERENCE MARK IS ABOUT THE SAME ELEVATION AS THE
 TS0320'STATION MARK AND IS ABOUT 17 PACES S OF THE STATION MARK.
 TS0320
 TS0320                          STATION RECOVERY (1954)
 TS0320
 TS0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAS)
 TS0320'STATION RECOVERED AS DESCRIBED.  THE REFERENCE MARK WAS NOT FOUND.
 TS0320'IT HAS EITHER BEEN WASHED OUT OF THE ROCK OR COVERED BY SLIDES.
 TS0320'A VERY LARGE TREE LIES AGAINST THE E SIDE OF THE STATION BOULDER
 TS0320'WITH THE ROOT END OF THE TREE JUST N OF THE BOULDER.  THE TOP END OF
 TS0320'THE TREE IS AGAINST THE W SIDE OF THE REFERENCE-MARK BOULDER.  THE
 TS0320'TREE LIES N AND S AND IS ABOUT 4 FT. IN DIAMETER.  AN X IS CHOPPED
 TS0320'ON IT ABOVE THE STATION.  STATION IS FIRM.  IT CAN BE REACHED BY
 TS0320'COMING UP THE BEACH FROM THE MOUTH OF OZETTE RIVER OR BY TAKING THE
 TS0320'TRAIL FROM THE END OF THE ABANDONED OZETTE RAILROAD GRADE TO THE
 TS0320'BEACH WHICH TERMINATES AT THE STATION.  STATION IS PINPOINTED ON
 TS0320'PHOTOGRAPHY AT THE HOQUIAM OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1141 ***********************************************************************
 TP1141  DESIGNATION -  DULEY
 TP1141  PID         -  TP1141
 TP1141  STATE/COUNTY-  WA/OKANOGAN
 TP1141  USGS QUAD   -  JOE LAKE (1993)
 TP1141
 TP1141                         *CURRENT SURVEY CONTROL
 TP1141  ___________________________________________________________________
 TP1141* NAD 83(1991)-  48 08 35.66001(N)    119 29 44.06417(W)     ADJUSTED  
 TP1141* NAVD 88     -       754.43   (+/-2cm)    2475.2    (feet)  VERTCON   
 TP1141  ___________________________________________________________________
 TP1141  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 TP1141  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 TP1141
 TP1141  HORZ ORDER  -  THIRD
 TP1141  VERT ORDER  -  THIRD ? (See Below)
 TP1141
 TP1141.The horizontal coordinates were established by classical geodetic methods
 TP1141.and adjusted by the National Geodetic Survey in December 1991..
 TP1141
 TP1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1141.The vertical order pertains to the NGVD 29 superseded value.
 TP1141
 TP1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1141
 TP1141.The geoid height was determined by GEOID03.
 TP1141
 TP1141;                    North         East     Units Scale Factor Converg.
 TP1141;SPC WA N     -   127,973.262   599,543.394   MT  0.99994235   +0 59 45.6
 TP1141;SPC WA N     -   419,858.94  1,967,001.95   sFT  0.99994235   +0 59 45.6
 TP1141;UTM  11      - 5,335,232.864   314,363.718   MT  1.00002344   -1 51 33.4
 TP1141
 TP1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1141!SPC WA N     -   0.99988477  x   0.99994235  =   0.99982712
 TP1141!UTM  11      -   0.99988477  x   1.00002344  =   0.99990820
 TP1141
 TP1141|---------------------------------------------------------------------|
 TP1141| PID    Reference Object                     Distance      Geod. Az  |
 TP1141|                                                           dddmmss.s |
 TP1141| CF1374 DULEY RM 1                            6.309 METERS 26026     |
 TP1141| TP1162 SALT                                APPROX.10.3 KM 3323738.2 |
 TP1141| CF1375 DULEY RM 2                            6.642 METERS 34850     |
 TP1141|---------------------------------------------------------------------|
 TP1141
 TP1141                          SUPERSEDED SURVEY CONTROL
 TP1141
 TP1141  NAD 83(1986)-  48 08 35.66770(N)    119 29 44.05888(W) AD(       ) 3
 TP1141  NAD 27      -  48 08 36.13199(N)    119 29 39.89112(W) AD(       ) 3
 TP1141  NGVD 29 (07/19/86)  753.17   (m)         2471.0    (f) LEVELING    3  
 TP1141
 TP1141.Superseded values are not recommended for survey control.
 TP1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1141.See file dsdata.txt to determine how the superseded data were derived.
 TP1141
 TP1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP1436435233(NAD 83)
 TP1141_MARKER: DD = SURVEY DISK
 TP1141_SETTING: 66 = SET IN ROCK OUTCROP
 TP1141_SP_SET: PARTIALLY EXPOSED BEDROCK
 TP1141
 TP1141  HISTORY     - Date     Condition        Report By
 TP1141  HISTORY     - 1946     MONUMENTED       USGS
 TP1141  HISTORY     - 1956     GOOD             USGS
 TP1141
 TP1141                          STATION DESCRIPTION
 TP1141
 TP1141'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 TP1141'LOCATED 9 MI E. OF MONSE, 4.5 MI S. OF TIMENTWA, 1.5 MI S. OF
 TP1141'DULEY LAKE.  ON LOW BARE KNOLL WHICH HAS A FEW LARGE BASALT ROCKS
 TP1141'ON WEST SLOPE.  STATION IS ON NORTH END OF KNOLL.
 TP1141'
 TP1141'TO REACH FROM OKANOGAN POST OFFICE, DRIVE E. OVER BRIDGE ACROSS
 TP1141'OKANOGAN RIVER AND ACROSS RR. TRACKS.  TAKE RIGHT FORK AT 0.25
 TP1141'MI.  TAKE LEFT FORK AT 0.6 MI AND FOLLOW GRAVEL RD. ALONG EAST
 TP1141'SIDE OF AIRPORT AND UP STEEP WINDING GRADE TO TOP AT ABOUT 6.3
 TP1141'MI, CONTINUE ALONG RD. AND TURN S. AT RD. FORKS LEFT (E.) AND
 TP1141'SIGN TIMENTWA POST OFFICE AT 14.85 MI.  AT 17.95 MI GO E. AROUND
 TP1141'DULEY LAKE AND SCHOOL.  TAKE RIGHT FORK AT 18.3 MI.  RIGHT-ANGLE
 TP1141'BEND IN RD. TO W. AT 20.6 MI.  TAKE LEFT FORK (STRAIGHT AHEAD) ON
 TP1141'NARROW RD. AT 100 FT, THENCE LEFT THROUGH GATE AND DRIVE E. ALONG
 TP1141'SOUTH SIDE OF FENCE TO RIGHT-ANGLE (TO S.) BEND IN DIRT RD. AT
 TP1141'21.0 MI.  TURN LEFT (N.) THROUGH FENCE GATE AND RIGHT (E.) ALONG
 TP1141'NORTH SIDE OF FENCE TO FENCE CORNER AND GATE AT 21.2 MI, PASS
 TP1141'THROUGH GATE AND CONTINUE E. UP SIDE OF HILL TO TOP OF KNOLL AND
 TP1141'STATION AT 21.45 MI.
 TP1141'
 TP1141'STATION MARK--STANDARD TABLET STAMPED---DULEY 1946---, CEMENTED IN
 TP1141'SOLID ROCK.
 TP1141'
 TP1141'RM NO. 1--STANDARD REFERENCE MARK TABLET
 TP1141'STAMPED---NO 1 DULEY 1946---, CEMENTED IN SOLID ROCK.
 TP1141'
 TP1141'RM NO. 2--STANDARD REFERENCE MARK TABLET
 TP1141'STAMPED---NO 2 DULEY 1946---, CEMENTED IN SOLID ROCK.
 TP1141
 TP1141                          STATION RECOVERY (1956)
 TP1141
 TP1141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TP1141'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4302 ***********************************************************************
 SY4302  DESIGNATION -  DUMP
 SY4302  PID         -  SY4302
 SY4302  STATE/COUNTY-  WA/KING
 SY4302  USGS QUAD   -  POVERTY BAY (1994)
 SY4302
 SY4302                         *CURRENT SURVEY CONTROL
 SY4302  ___________________________________________________________________
 SY4302* NAD 83(1991)-  47 30 20.74580(N)    122 17 15.93469(W)     ADJUSTED  
 SY4302* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 SY4302  ___________________________________________________________________
 SY4302  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 SY4302  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SY4302
 SY4302  HORZ ORDER  -  SECOND
 SY4302
 SY4302.The horizontal coordinates were established by classical geodetic methods
 SY4302.and adjusted by the National Geodetic Survey in December 1991..
 SY4302
 SY4302.The orthometric height was scaled from a topographic map.
 SY4302
 SY4302.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4302
 SY4302.The geoid height was determined by GEOID03.
 SY4302
 SY4302;                    North         East     Units Scale Factor Converg.
 SY4302;SPC WA N     -    57,267.210   390,436.965   MT  0.99999893   -1 04 58.3
 SY4302;SPC WA N     -   187,884.17  1,280,958.61   sFT  0.99999893   -1 04 58.3
 SY4302;UTM  10      - 5,261,615.994   553,635.276   MT  0.99963535   +0 31 30.6
 SY4302
 SY4302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4302!SPC WA N     -   0.99999845  x   0.99999893  =   0.99999738
 SY4302!UTM  10      -   0.99999845  x   0.99963535  =   0.99963380
 SY4302
 SY4302|---------------------------------------------------------------------|
 SY4302| PID    Reference Object                     Distance      Geod. Az  |
 SY4302|                                                           dddmmss.s |
 SY4302| CF6546 DUMP RM 2                             8.113 METERS 14002     |
 SY4302| CF6544 DUMP AZ MK                                         2232002.4 |
 SY4302| SY4398 SEATTLE KENWORTH TRUCK CORP WATER T APPROX. 2.2 KM 3272810.5 |
 SY4302| CF6545 DUMP RM 1                             9.389 METERS 33938     |
 SY4302|---------------------------------------------------------------------|
 SY4302
 SY4302                          SUPERSEDED SURVEY CONTROL
 SY4302
 SY4302  NAD 83(1986)-  47 30 20.73956(N)    122 17 15.94270(W) AD(       ) 2
 SY4302  NAD 27      -  47 30 21.38300(N)    122 17 11.49900(W) AD(       ) 2
 SY4302
 SY4302.Superseded values are not recommended for survey control.
 SY4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4302.See file dsdata.txt to determine how the superseded data were derived.
 SY4302
 SY4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5363561616(NAD 83)
 SY4302_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4302
 SY4302  HISTORY     - Date     Condition        Report By
 SY4302  HISTORY     - 1956     MONUMENTED       CGS
 SY4302  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SY4302  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SY4302  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4302  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY4302  HISTORY     - 1970     SEE DESCRIPTION  LOCENG
 SY4302
 SY4302                          STATION DESCRIPTION
 SY4302
 SY4302'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 SY4302'THE STATION IS ON A PROMINENT KNOLL SOUTH OF SEATTLE, JUST WEST OF
 SY4302'THE CITY DUMP, WHICH IS ABOUT 2 MILES SOUTH OF THE KING COUNTY
 SY4302'AIRPORT.  THE STATION MARK IS 29 FEET SOUTHEAST OF HIGH POLE THAT
 SY4302'SUPPORTS A TV ANTENNA AND 7 FEET WEST OF A BOARD FENCE.  IT IS
 SY4302'SET FLUSH AND IS STAMPED DUMP 1955.
 SY4302'
 SY4302'REFERENCE MARK NO. 1 IS 17 FEET EAST OF THE POLE, 1 FOOT WEST OF
 SY4302'THE BOARD FENCE AND 2 FEET BELOW STATION ELEVATION.  IT IS SET
 SY4302'FLUSH AND IS STAMPED DUMP NO 1 1955.
 SY4302'
 SY4302'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE BOARD FENCE AND ABOUT
 SY4302'1 FOOT BELOW STATION ELEVATION.  IT IS SET FLUSH AND IS STAMPED
 SY4302'DUMP NO 2 1955.
 SY4302'
 SY4302'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF STATE ROAD
 SY4302'5M, 3 FEET NORTH OF THE PUGET SOUND GAS COMPANY MAIL BOX, AND 2
 SY4302'FEET SOUTH OF A POWER LINE POLE.  IT IS SET FLUSH AND IS STAMPED
 SY4302'DUMP 1955.
 SY4302'
 SY4302'TO REACH THE STATION FROM THE RIVERTON HEIGHTS BRANCH POST OFFICE
 SY4302'GO EAST 0.05 MILE TO U.S. HIGHWAY 99, TURN LEFT AND GO NORTH ON
 SY4302'U.S. HIGHWAY 99 FOR 2.8 MILES TO AN INTERSECTION AND JUNCTION WITH
 SY4302'STATE ROAD 5M.  TURN SHARP RIGHT AND FOLLOW STATE ROAD 5M SOUTH
 SY4302'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON
 SY4302'STATE ROAD 5M FOR 60 YARDS TO A SIDE ROAD LEFT AND A SIGN ON THE
 SY4302'LEFT THAT READS, SEATTLE POLICE TARGET RANGE.  TURN LEFT AND
 SY4302'FOLLOW GRAVELED ROAD EAST, NORTH AND WEST TO THE TOP OF THE
 SY4302'HILL AND THE END OF THE ROAD AT A BOARD FENCE.  FROM HERE CROSS
 SY4302'THE BOARD FENCE AND PACK WEST ACROSS A SMALL PASTURE FOR
 SY4302'ABOUT 60 YARDS TO THE STATION AND REFERENCE MARKS AS
 SY4302'DESCRIBED.
 SY4302
 SY4302                          STATION RECOVERY (1957)
 SY4302
 SY4302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SY4302'ALL MARKS WERE RECOVERED IN GOOD CONDITION, AND AS DESCRIBED, WITH
 SY4302'THE FOLLOWING EXCEPTION--
 SY4302'
 SY4302'HORIZONTAL DISTANCE TO R.M. 1 30.80 FEET 9.389 METERS
 SY4302
 SY4302                          STATION RECOVERY (1958)
 SY4302
 SY4302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CMB)
 SY4302'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SY4302
 SY4302                          STATION RECOVERY (1963)
 SY4302
 SY4302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4302'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT STATE HIGHWAY 5 M
 SY4302'IS NOW 2 M, THE BOARD FENCE IS GONE AND A BARBED-WIRE FENCE HAS
 SY4302'BEEN BUILT.  THE ANTENNA POLE IS STILL THERE, BUT THE ANTENNA IT
 SY4302'SUPPORTED IS GONE.
 SY4302'
 SY4302'THE STATION IS ON THE SOUTHWEST EDGE OF THE SUMMIT, 110 FEET
 SY4302'SOUTHEAST OF A FENCE CORNER, 107 FEET SOUTH OF A POWER POLE, 10
 SY4302'FEET SOUTHWEST OF A FENCE AND 7 FEET SOUTH OF A WHITE WITNESS
 SY4302'POST.
 SY4302'
 SY4302'REFERENCE MARK NO. 1 IS 17 FEET NORTHEAST OF THE 20-FOOT HIGH
 SY4302'ANTENNA POLE AND 4 FEET SOUTHWEST OF THE WIRE FENCE.
 SY4302'
 SY4302'REFERENCE MARK NO. 2 IS 6 FEET SOUTHWEST OF THE WIRE FENCE.
 SY4302'
 SY4302'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 SY4302'
 SY4302'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 2 M, U.S. HIGHWAY 99
 SY4302'AND A ROAD EAST, THE BIG INTERSECTION BETWEEN BOEING FIELD AND THE
 SY4302'DUWAMISH RIVER, GO SOUTH TOWARD KENT ON 2 M FOR 0.2 MILE TO THE
 SY4302'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ABOUT 60 YARDS, TURN
 SY4302'LEFT AND PASS TO THE NORTH SIDE OF THE NIC L SILVER BATTERY CO
 SY4302'BUILDING AND GO 0.1 MILE TO THE SEATTLE POLICE ATHLETIC
 SY4302'ASSN. OFFICE (CHECK IN AT OFFICE) CONTINUE EAST ALONG NORTH
 SY4302'SIDE OF SMALL PARK 0.05 MILE TO A GRAVEL ROAD LEFT WHERE THE
 SY4302'BLACKTOP TURNS RIGHT, FOLLOW GRAVEL ROAD UP HILL 0.25 MILE TO
 SY4302'FORK, TAKE LEFT FORK 0.05 MILE PASSING TO THE RIGHT OF A SHED,
 SY4302'TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE WESTERLY 75
 SY4302'YARDS ON THE TRACK ROAD ACROSS THE PASTURE TO THE BARBED-WIRE
 SY4302'FENCE AND THE STATION AS DESCRIBED.
 SY4302
 SY4302                          STATION RECOVERY (1966)
 SY4302
 SY4302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SY4302'THE STATION AND R.M.2 WERE RECOVERED IN GOOD CONDITION AS
 SY4302'DESCRIBED BY F.N. IN 1963.  THE DESCRIPTION IS ADEQUATE FOR
 SY4302'RECOVERY EXCEPT THAT STATE HIGHWAY 2 M IS NOW STATE HIGHWAY 181.
 SY4302
 SY4302                          STATION RECOVERY (1970)
 SY4302
 SY4302'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (LGM)
 SY4302'RECOVERED BY METRO ENGINEERS.
 SY4302'
 SY4302'DUMP GOOD
 SY4302'
 SY4302'RMS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2229 ***********************************************************************
 SA2229  DESIGNATION -  DUMP
 SA2229  PID         -  SA2229
 SA2229  STATE/COUNTY-  WA/BENTON
 SA2229  USGS QUAD   -  PASCO (1992)
 SA2229
 SA2229                         *CURRENT SURVEY CONTROL
 SA2229  ___________________________________________________________________
 SA2229* NAD 83(1991)-  46 09 23.47681(N)    119 00 24.05072(W)     ADJUSTED  
 SA2229* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 SA2229  ___________________________________________________________________
 SA2229  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 SA2229  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SA2229
 SA2229  HORZ ORDER  -  SECOND
 SA2229
 SA2229.The horizontal coordinates were established by classical geodetic methods
 SA2229.and adjusted by the National Geodetic Survey in December 1991..
 SA2229
 SA2229.The orthometric height was scaled from a topographic map.
 SA2229
 SA2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2229
 SA2229.The geoid height was determined by GEOID03.
 SA2229
 SA2229;                    North         East     Units Scale Factor Converg.
 SA2229;SPC WA S     -    92,588.875   615,337.291   MT  0.99994241   +1 05 05.1
 SA2229;SPC WA S     -   303,768.67  2,018,819.10   sFT  0.99994241   +1 05 05.1
 SA2229;UTM  11      - 5,113,395.632   345,058.016   MT  0.99989512   -1 26 51.3
 SA2229
 SA2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2229!SPC WA S     -   0.99998647  x   0.99994241  =   0.99992888
 SA2229!UTM  11      -   0.99998647  x   0.99989512  =   0.99988160
 SA2229
 SA2229:                Primary Azimuth Mark                     Grid Az
 SA2229:SPC WA S     -  MC 19 OVER 30                            099 55 07.4
 SA2229:UTM  11      -  MC 19 OVER 30                            102 27 03.8
 SA2229
 SA2229|---------------------------------------------------------------------|
 SA2229| PID    Reference Object                     Distance      Geod. Az  |
 SA2229|                                                           dddmmss.s |
 SA2229| SA2039 MC 19 OVER 30                       APPROX. 1.8 KM 1010012.5 |
 SA2229|---------------------------------------------------------------------|
 SA2229
 SA2229                          SUPERSEDED SURVEY CONTROL
 SA2229
 SA2229  NAD 83(1991)-  46 09 23.47720(N)    119 00 24.05032(W) AD(       ) 2
 SA2229  NAD 83(1986)-  46 09 23.48397(N)    119 00 24.04316(W) AD(       ) 2
 SA2229  NAD 27      -  46 09 23.99200(N)    119 00 20.01700(W) AD(       ) 2
 SA2229
 SA2229.Superseded values are not recommended for survey control.
 SA2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2229.See file dsdata.txt to determine how the superseded data were derived.
 SA2229
 SA2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4505813396(NAD 83)
 SA2229_MARKER: Z = SEE DESCRIPTION
 SA2229_SETTING: 0 = UNSPECIFIED SETTING
 SA2229_STAMPING: DUMP 1947
 SA2229_MARK LOGO: USE   
 SA2229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2229
 SA2229  HISTORY     - Date     Condition        Report By
 SA2229  HISTORY     - 1947     MONUMENTED       USE
 SA2229
 SA2229                          STATION DESCRIPTION
 SA2229
 SA2229'DESCRIBED BY US ENGINEERS 1947 (WRG)
 SA2229'STATION IS LOCATED ABOUT 5.3 MILES SOUTHEAST FROM 3RD AVE. AND
 SA2229'WASHINGTON ST. IN KENNEWICK, WASH. ALONG SOUTHWEST BANK OF
 SA2229'COLUMBIA RIVER.
 SA2229'
 SA2229'TO REACH FROM 3RD AVE. AND WASHINGTON ST. IN KENNEWICK, WASH, GO
 SA2229'SOUTHEAST ALONG 3RD AVE. AND OIL ROAD 4.65 MILES TO T INTERSECTION
 SA2229'(OIL ROAD AND GRAVEL ROAD).  CONTINUE SOUTHEAST ALONG GRAVEL ROAD
 SA2229'ALONG SOUTHWEST BANK OF COLUMBIA RIVER PASSING UNDER
 SA2229'U.P. R.R. BRIDGE 1.45 MILES TO T INTERSECTION GRAVEL SIDE ROAD,
 SA2229'CONTINUE SOUTHEAST ALONG RIVER ROAD 0.95 MILE, FROM ROAD 20 FT
 SA2229'EAST TO STATION.
 SA2229'
 SA2229'ABOUT 350 FT. NORTH WEST FROM HOUSE, ABOUT 250 FT. SOUTHEAST
 SA2229'FROM HOUSE, ABOUT 150 FT. WEST FROM COLUMBIA RIVER, 20 FT. EAST
 SA2229'FROM ROAD.  STANDARD BRONZE DISK SET IN CONCRETE MONUMENT STAMPED
 SA2229'DUMP 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1376 ***********************************************************************
 SC1376  DESIGNATION -  DUMP USE 1937
 SC1376  PID         -  SC1376
 SC1376  STATE/COUNTY-  WA/COWLITZ
 SC1376  USGS QUAD   -  KALAMA (1990)
 SC1376
 SC1376                         *CURRENT SURVEY CONTROL
 SC1376  ___________________________________________________________________
 SC1376* NAD 83(1991)-  46 00 09.10775(N)    122 51 24.56619(W)     ADJUSTED  
 SC1376* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SC1376  ___________________________________________________________________
 SC1376  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 SC1376  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 SC1376
 SC1376  HORZ ORDER  -  THIRD
 SC1376
 SC1376.The horizontal coordinates were established by classical geodetic methods
 SC1376.and adjusted by the National Geodetic Survey in October 1991..
 SC1376
 SC1376.The orthometric height was scaled from a topographic map.
 SC1376
 SC1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1376
 SC1376.The geoid height was determined by GEOID03.
 SC1376
 SC1376;                    North         East     Units Scale Factor Converg.
 SC1376;SPC WA S     -    77,108.369   317,474.345   MT  0.99996594   -1 42 43.2
 SC1376;SPC WA S     -   252,979.71  1,041,580.41   sFT  0.99996594   -1 42 43.2
 SC1376;SPC OR N     -   262,238.538 2,317,466.737   MT  1.00000064   -1 40 17.1
 SC1376;SPC OR N     -   860,362.66  7,603,237.33   iFT  1.00000064   -1 40 17.1
 SC1376;UTM  10      - 5,094,338.549   511,085.948   MT  0.99960151   +0 06 10.8
 SC1376
 SC1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1376!SPC WA S     -   1.00000202  x   0.99996594  =   0.99996796
 SC1376!SPC OR N     -   1.00000202  x   1.00000064  =   1.00000266
 SC1376!UTM  10      -   1.00000202  x   0.99960151  =   0.99960353
 SC1376
 SC1376                          SUPERSEDED SURVEY CONTROL
 SC1376
 SC1376  NAD 83(1986)-  46 00 09.12509(N)    122 51 24.56217(W) AD(       ) 3
 SC1376  NAD 27      -  46 00 09.71033(N)    122 51 20.17476(W) AD(       ) 3
 SC1376
 SC1376.Superseded values are not recommended for survey control.
 SC1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1376.See file dsdata.txt to determine how the superseded data were derived.
 SC1376
 SC1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1108694339(NAD 83)
 SC1376_MARKER: Z = SEE DESCRIPTION
 SC1376_SETTING: 0 = UNSPECIFIED SETTING
 SC1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1376
 SC1376  HISTORY     - Date     Condition        Report By
 SC1376  HISTORY     - 1937     MONUMENTED       USE
 SC1376  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1376  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC1376
 SC1376                          STATION DESCRIPTION
 SC1376
 SC1376'DESCRIBED BY US ENGINEERS 1937 (RWK)
 SC1376'STATION IS ON SANDY ISLAND, ABOUT 500 METERS N OF THE S END, ABOUT
 SC1376'200 METERS NW OF THE N END OF DIKE 36.9 AND ABOUT 110 METERS W OF
 SC1376'THE SHORE LINE.
 SC1376'
 SC1376'STATION MARK IS A STANDARD DISK STAMPED DUMP USE 1937 CEMENTED INTO A
 SC1376'LENGTH OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING ABOUT 4 INCHES
 SC1376'ABOVE THE SAND.
 SC1376
 SC1376                          STATION RECOVERY (1949)
 SC1376
 SC1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1376'STATION IS LOCATED ON SANDY ISLAND, OPPOSITE THE S PART OF THE TOWN
 SC1376'OF KALAMA, ABOUT 500 METERS N OF THE S END OF THE ISLAND, ABOUT 200
 SC1376'METERS NW OF THE N END OF DIKE 36.9, AND ABOUT 110 METERS W OF THE
 SC1376'SHORELINE.
 SC1376'
 SC1376'STATION MARK IS A BRONZE STATION DISK STAMPED USE, NOT DUMP USE
 SC1376'1937 CEMENTED INTO A LENGTH OF 4-INCH CAST-IRON SOIL PIPE WHICH
 SC1376'PROJECTS ABOUT 4 INCHES ABOVE THE SAND.
 SC1376'
 SC1376'THERE ARE NO REFERENCE MARKS.
 SC1376
 SC1376                          STATION RECOVERY (1951)
 SC1376
 SC1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC1376'STATION FOUND AS DESCRIBED IN GOOD CONDITION.  THE ONLY STAMPING ON
 SC1376'THE DISK IS USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2346 ***********************************************************************
 TR2346  DESIGNATION -  DUN
 TR2346  PID         -  TR2346
 TR2346  STATE/COUNTY-  WA/CLALLAM
 TR2346  USGS QUAD   -  DUNGENESS (1979)
 TR2346
 TR2346                         *CURRENT SURVEY CONTROL
 TR2346  ___________________________________________________________________
 TR2346* NAD 83(1991)-  48 09 05.57436(N)    123 07 18.85406(W)     ADJUSTED  
 TR2346* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 TR2346  ___________________________________________________________________
 TR2346  LAPLACE CORR-          -9.58  (seconds)                    DEFLEC99
 TR2346  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 TR2346
 TR2346  HORZ ORDER  -  SECOND
 TR2346
 TR2346.The horizontal coordinates were established by classical geodetic methods
 TR2346.and adjusted by the National Geodetic Survey in December 1991..
 TR2346
 TR2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2346
 TR2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2346
 TR2346.The geoid height was determined by GEOID03.
 TR2346
 TR2346;                    North         East     Units Scale Factor Converg.
 TR2346;SPC WA N     -   130,563.623   329,750.303   MT  0.99994243   -1 42 14.0
 TR2346;SPC WA N     -   428,357.49  1,081,855.79   sFT  0.99994243   -1 42 14.0
 TR2346;UTM  10      - 5,333,151.611   490,933.182   MT  0.99960101   -0 05 26.9
 TR2346
 TR2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2346!SPC WA N     -   1.00000285  x   0.99994243  =   0.99994528
 TR2346!UTM  10      -   1.00000285  x   0.99960101  =   0.99960385
 TR2346
 TR2346:                Primary Azimuth Mark                     Grid Az
 TR2346:SPC WA N     -  NEW DUNGENESS LT 1927                    016 10 05.9
 TR2346:UTM  10      -  NEW DUNGENESS LT 1927                    014 33 18.8
 TR2346
 TR2346|---------------------------------------------------------------------|
 TR2346| PID    Reference Object                     Distance      Geod. Az  |
 TR2346|                                                           dddmmss.s |
 TR2346| TR2355 NEW DUNGENESS LT 1927               APPROX. 3.5 KM 0142751.9 |
 TR2346| TR1752 PROTECTION ISLAND WATER TANK        APPROX.14.9 KM 1003238.5 |
 TR2346| CF7575 DUNGENESS NO 1                                     2022821.9 |
 TR2346| CF8651 DUN RM 1                              6.544 METERS 23733     |
 TR2346| TR2388 DUNGENESS BAY MEAS MI SW R RNG      APPROX. 3.2 KM 2765251.0 |
 TR2346| TR2378 DUNGENESS BAY MEAS MI SW F RNG      APPROX. 3.6 KM 2883325.0 |
 TR2346| TR2389 DUNGENESS BAY MEAS MI NE R RNG      APPROX. 2.4 KM 3163352.4 |
 TR2346| TR2383 DUNGENESS BAY MEAS MI NE F RNG      APPROX. 3.1 KM 3232641.9 |
 TR2346| CF8652 DUN RM 2                              5.698 METERS 34623     |
 TR2346|---------------------------------------------------------------------|
 TR2346
 TR2346                          SUPERSEDED SURVEY CONTROL
 TR2346
 TR2346  NAD 83(1986)-  48 09 05.57328(N)    123 07 18.86161(W) AD(       ) 2
 TR2346  NAD 27      -  48 09 06.23700(N)    123 07 14.22640(W) AD(       ) 2
 TR2346  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 TR2346
 TR2346.Superseded values are not recommended for survey control.
 TR2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2346.See file dsdata.txt to determine how the superseded data were derived.
 TR2346
 TR2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9093333152(NAD 83)
 TR2346_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2346
 TR2346  HISTORY     - Date     Condition        Report By
 TR2346  HISTORY     - 1962     MONUMENTED       CGS
 TR2346  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR2346  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TR2346  HISTORY     - 1974     SEE DESCRIPTION  WA-009
 TR2346  HISTORY     - 1983     GOOD             LOCENG
 TR2346  HISTORY     - 1984     GOOD             USPSQD
 TR2346
 TR2346                          STATION DESCRIPTION
 TR2346
 TR2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TR2346'THE STATION IS LOCATED ON THE NORTH SIDE OF DUNGENESS, ABOUT 5 MILES
 TR2346'NORTH OF SEQUIM AND 2 MILES SOUTH OF THE DUNGENESS SPIT LIGHTHOUSE.
 TR2346'
 TR2346'TO REACH THE STATION FROM THE POST OFFICE IN SEQUIM, FOLLOW THE
 TR2346'PAVED STREET EAST FOR 0.1 MILE TO SEQUIM AVENUE AND STATE HIGHWAY
 TR2346'9F.  TURN LEFT, FOLLOW STATE HIGHWAY 9F NORTH AND NORTHWEST FOR 4.5
 TR2346'MILES TO A T-ROAD TO THE LEFT AND SIGN MARINE DRIVE PT. ANGELES.
 TR2346'CONTINUE AHEAD, NORTHWEST, FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 TR2346'RIGHT, EAST, SIDE OF THE ROAD.  CONTINUE AHEAD, NORTH, FOR 0.2
 TR2346'MILE TO THE STATION ON THE LEFT, WEST, SIDE OF THE ROAD.
 TR2346'
 TR2346'THE STATION MARK, STAMPED DUN 1962, IS A STANDARD DISK SET IN THE
 TR2346'TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 TR2346'39 FEET WEST OF THE CENTER OF THE ROAD, 42 FEET SOUTHWEST OF A POWER
 TR2346'POLE WITH TWO TRANSFORMERS, 13 FEET EAST OF A FENCE, AND 12.5 FEET
 TR2346'EAST OF A WITNESS POST.
 TR2346'
 TR2346'REFERENCE MARK NO. 1, STAMPED DUN NO 1 1962, IS A STANDARD DISK
 TR2346'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS 2
 TR2346'INCHES.  IT IS 52 FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT EAST OF
 TR2346'A FENCE, AND 19.9 FEET SOUTH OF THE WITNESS POST.
 TR2346'
 TR2346'REFERENCE MARK NO. 2, STAMPED DUN NO 2 1962, IS A STANDARD DISK
 TR2346'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS 1
 TR2346'INCH.  IT IS 52 FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT EAST OF
 TR2346'A FENCE, AND 12.8 FEET NORTH OF THE WITNESS POST.
 TR2346'
 TR2346'IT IS 32.7 FEET BETWEEN THE REFERENCE MARKS.
 TR2346'
 TR2346'THE AZIMUTH MARK, STAMPED DUNGENESS NO 1 1940, IS A STANDARD BENCH
 TR2346'MARK DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 TR2346'PROJECTS 3 INCHES.  IT IS 25 FEET EAST OF THE CENTER OF THE ROAD, 9
 TR2346'FEET NORTH OF A TELEPHONE POLE, 2 FEET WEST OF A FENCE, AND 0.7 FOOT
 TR2346'NORTH OF A WITNESS POST.
 TR2346
 TR2346                          STATION RECOVERY (1966)
 TR2346
 TR2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR2346'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED IN
 TR2346'GOOD CONDITION AS DESCRIBED IN 1962.
 TR2346
 TR2346                          STATION RECOVERY (1969)
 TR2346
 TR2346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBW)
 TR2346'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR2346'
 TR2346'THE REFERENCE MARKS WERE NOT SEARCHED FOR.  THE STATION IS ACROSS
 TR2346'THE STREET FROM (TO THE WEST OF) THE THREE CRABS RESTAURANT.
 TR2346'
 TR2346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 0.3 MILE NORTH OF
 TR2346'DUNGENESS.
 TR2346
 TR2346                          STATION RECOVERY (1974)
 TR2346
 TR2346'RECOVERY NOTE BY CLALLAM COUNTY WASHINGTON 1974 (SH)
 TR2346'ALL MARKS ALL RECOVERED IN GOOD CONDITION
 TR2346'
 TR2346'REVISED DESCRIPTION--DUN
 TR2346'
 TR2346'THE STATION IS LOCATED JUST NORTH OF THE TOWN OF DUNGENESS, ABOUT 5
 TR2346'MILES NORTH OF SEQUIM AND 2 MILES SOUTH OF THE DUNGENESS SPIT
 TR2346'LIGHTHOUSE.
 TR2346'
 TR2346'TO REACH THE STATION FROM THE INTERSECTION OF HWY. 101 AND THE
 TR2346'SEQUIM-DUNGENESS ROAD, GO NORTH ON THE SEQUIM-DUNGENESS ROAD (STATE
 TR2346'HWY. 9F) 5 MILES TO ITS END AT THE PARKING LOT WEST OF THE 3 CRABS
 TR2346'RESTAURANT ON THE SHORE OF DUNGENESS BAY.
 TR2346'
 TR2346'THE STATION MARK, STAMPED DUN 1962, IS A STANDARD DISK SET IN THE
 TR2346'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 TR2346'IT IS 12.5 FEET EAST OF A WITNESS POST, BETWEEN TWO FENCES, 8 FEET
 TR2346'WEST OF THE EAST FENCE, ONE FENCEPOST SOUTH OF THE POWER POLE WITH
 TR2346'TWO TRANSFORMERS.
 TR2346'
 TR2346'OTHER MONUMENTS AS DESCRIBED.
 TR2346
 TR2346                          STATION RECOVERY (1983)
 TR2346
 TR2346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (MB)
 TR2346'DUN 1962 RECOVERED GOOD.
 TR2346'
 TR2346'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILE NORTH SEQUIM.
 TR2346
 TR2346                          STATION RECOVERY (1984)
 TR2346
 TR2346'RECOVERY NOTE BY US POWER SQUADRON 1984 (GCS)
 TR2346'USCGS TRIANGULATION STATION DUN 1962 FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2269 ***********************************************************************
 RD2269  DESIGNATION -  DUNCAN
 RD2269  PID         -  RD2269
 RD2269  STATE/COUNTY-  WA/CLARK
 RD2269  USGS QUAD   -  WASHOUGAL (1994)
 RD2269
 RD2269                         *CURRENT SURVEY CONTROL
 RD2269  ___________________________________________________________________
 RD2269* NAD 83(1991)-  45 34 02.46798(N)    122 16 43.58207(W)     ADJUSTED  
 RD2269* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 RD2269  ___________________________________________________________________
 RD2269  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 RD2269  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 RD2269
 RD2269  HORZ ORDER  -  THIRD
 RD2269
 RD2269.The horizontal coordinates were established by classical geodetic methods
 RD2269.and adjusted by the National Geodetic Survey in December 1991..
 RD2269
 RD2269.The orthometric height was scaled from a topographic map.
 RD2269
 RD2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2269
 RD2269.The geoid height was determined by GEOID03.
 RD2269
 RD2269;                    North         East     Units Scale Factor Converg.
 RD2269;SPC WA S     -    27,577.615   361,142.343   MT  1.00007088   -1 17 31.5
 RD2269;SPC WA S     -    90,477.56  1,184,847.84   sFT  1.00007088   -1 17 31.5
 RD2269;SPC OR N     -   212,737.814 2,361,162.913   MT  0.99991876   -1 15 41.3
 RD2269;SPC OR N     -   697,958.71  7,746,597.48   iFT  0.99991876   -1 15 41.3
 RD2269;UTM  10      - 5,046,232.130   556,279.927   MT  0.99963894   +0 30 54.1
 RD2269
 RD2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2269!SPC WA S     -   0.99998422  x   1.00007088  =   1.00005510
 RD2269!SPC OR N     -   0.99998422  x   0.99991876  =   0.99990298
 RD2269!UTM  10      -   0.99998422  x   0.99963894  =   0.99962317
 RD2269
 RD2269|---------------------------------------------------------------------|
 RD2269| PID    Reference Object                     Distance      Geod. Az  |
 RD2269|                                                           dddmmss.s |
 RD2269| CE2503 DUNCAN RM 2                          16.470 METERS 10333     |
 RD2269| RD2205 CLIFF 2                             APPROX. 4.1 KM 1380441.5 |
 RD2269| RD2263 RAILROAD BLOCK SIGNAL 214           APPROX. 3.0 KM 1665733.5 |
 RD2269| RD2301 CORBETT LIGHT                       APPROX. 3.0 KM 1983538.1 |
 RD2269| CE2502 DUNCAN RM 1                           4.545 METERS 32514     |
 RD2269|---------------------------------------------------------------------|
 RD2269
 RD2269                          SUPERSEDED SURVEY CONTROL
 RD2269
 RD2269  NAD 83(1991)-  45 34 02.46798(N)    122 16 43.58207(W) AD(       ) 3
 RD2269  NAD 83(1986)-  45 34 02.48018(N)    122 16 43.58731(W) AD(       ) 3
 RD2269  NAD 27      -  45 34 03.04629(N)    122 16 39.25907(W) AD(       ) 3
 RD2269
 RD2269.Superseded values are not recommended for survey control.
 RD2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2269.See file dsdata.txt to determine how the superseded data were derived.
 RD2269
 RD2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5628046232(NAD 83)
 RD2269_MARKER: DS = TRIANGULATION STATION DISK
 RD2269_SETTING: 80 = SET IN A BOULDER
 RD2269_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RD2269
 RD2269  HISTORY     - Date     Condition        Report By
 RD2269  HISTORY     - 1938     MONUMENTED       CGS
 RD2269  HISTORY     - 1946     GOOD             CGS
 RD2269  HISTORY     - 1964     GOOD             CGS
 RD2269  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 RD2269
 RD2269                          STATION DESCRIPTION
 RD2269
 RD2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2269'STATION LOCATED ABOUT 3.8 MILES E OF WASHOUGAL, WASHINGTON, AND
 RD2269'0.8 MILE N OF THE COLUMBIA RIVER, ON PROPERTY OWNED BY W.J. DUNCAN ON
 RD2269'A SMALL FLAT POINT OF LAND, SCOOPED OUT OF THE SIDE HILL, ABOUT 200
 RD2269'YARDS E OF MR. DUNCANS BARN AND 40 YARDS NE OF THE NE CORNER OF A
 RD2269'FENCED-IN ALFALFA FIELD, JUST ABOVE 2 SMALL LIVE OAK TREES ABOUT 5
 RD2269'METERS APART.  ABOUT 60 FEET HIGHER IN ELEVATION THAN THE BARN.
 RD2269'STATION IS ALMOST EXACTLY ON A PROLONGATION (TO THE EASTWARD) OF THE
 RD2269'N FENCE OF THE NEARBY FIELD.
 RD2269'
 RD2269'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 RD2269'DRILL HOLES IN BOULDERS.
 RD2269'
 RD2269'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK IN A BOULDER.
 RD2269'
 RD2269'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK IN OUTCROPPING
 RD2269'BEDROCK.
 RD2269'
 RD2269'STATION IS REACHED FROM WASHOUGAL, WASHINGTON, AS FOLLOWS--FROM
 RD2269'LUTHY MOTOR COMPANY GARAGE GO E ON THE EVERGREEN HIGHWAY (U.S. 830)
 RD2269'3.6 MILES TO MR. W.J. DUNCANS MAIL BOX, TAKE LEFT FORK OFF OF
 RD2269'HIGHWAY AND GO 0.1 MILE TO MR. DUNCANS HOUSE AND END OF TRUCK
 RD2269'TRAVEL.  CONTINUE ON FOOT THROUGH BARNYARD, THEN E ABOUT 200 YARDS TO
 RD2269'STATION.
 RD2269
 RD2269                          STATION RECOVERY (1946)
 RD2269
 RD2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EHB)
 RD2269'STATION IS LOCATED ABOUT 3.8 MILES E OF WASHOUGAL, WASHINGTON, AND
 RD2269'0.8 MILE N OF THE COLUMBIA RIVER, ON PROPERTY OWNED BY W.J. DUNCAN,
 RD2269'ON A SMALL FLAT POINT OF LAND SCOOPED OUT OF THE SIDE HILL, ABOUT
 RD2269'200 METERS E OF MR. DUNCANS BARN, AND 40 YARDS NE OF THE NE CORNER OF
 RD2269'A FENCED-IN ALFALFA FIELD, JUST ABOUT IN LINE ON PROLONGATION (TO
 RD2269'THE EASTWARD) OF THE N FENCE OF A NEARBY FIELD.  TWO LIVE OAK TREES
 RD2269'SPACED ABOUT 5 METERS APART ARE JUST BELOW THE STATION.  IT IS ABOUT
 RD2269'60 FEET IN ELEVATION FROM THE TOP OF ROOF OF THE BARN.  UNDERGROUND
 RD2269'MARK WAS SET IN 1938.  SURFACE MARK IS A BRONZE DISK SET IN A DRILLED
 RD2269'HOLE IN A BOULDER AND IS STAMPED DUNCAN 1938.
 RD2269'
 RD2269'REFERENCE MARK 1 IS A BRONZE DISK SET IN THE TOP OF A BOULDER.  IT IS
 RD2269'CEMENTED IN A DRILL HOLE AND IS STAMPED DUNCAN NO. 1 1938.  IT IS
 RD2269'4.545 METERS (14.807 FEET) WNW OF THE STATION.
 RD2269'
 RD2269'REFERENCE MARK 2 IS A BRONZE DISK SET IN A DRILL HOLE AND IS
 RD2269'CEMENTED IN TOP OF A BOULDER STAMPED DUNCAN NO. 2 1938.  IT IS 16.470
 RD2269'METERS (54.021 FEET) E BY N OF THE STATION.
 RD2269'
 RD2269'STATION IS REACHED FROM WASHOUGAL, WASHINGTON AS FOLLOWS--FROM LUTHY
 RD2269'MOTOR CO. GARAGE GO E ON THE EVERGREEN HIGHWAY (U.S. 830) 3.6
 RD2269'MILES TO MR. W.J. DUNCANS MAILBOX, TAKE LEFT FORK OFF OF HIGHWAY
 RD2269'AND GO 0.2 MILE TO MR. DUNCANS HOUSE AND END OF TRUCK TRAVEL.
 RD2269'CONTINUE ON FOOT THROUGH BARNYARD, THEN E UP SLOPE FOR 200 YARDS
 RD2269'OR SO TO STATION.
 RD2269
 RD2269                          STATION RECOVERY (1964)
 RD2269
 RD2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 RD2269'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 RD2269'THE DESCRIPTION WAS VAGUE AND LANDMARKS HAVE CHANGED.  A NEW
 RD2269'DESCRIPTION FOLLOWS.
 RD2269'
 RD2269'THE STATION IS 3-1/2 MILES EAST OF WASHOUGAL ON PASTURE LAND OWNED
 RD2269'BY MR. ROSS DUNCAN.
 RD2269'
 RD2269'TO REACH THE STATION FROM THE WASHOUGAL POST OFFICE GO NORTH ON
 RD2269'19TH STREET FOR 0.05 MILE TO B STREET, TURN RIGHT AND GO EAST ON B
 RD2269'STREET FOR 0.3 MILE TO 24TH STREET, TURN LEFT AND GO NORTH ON 24TH
 RD2269'STREET FOR 0.15 MILE TO U.S. HIGHWAY 830, TURN RIGHT AND GO EAST ON
 RD2269'U.S. HIGHWAY 830 FOR 3.1 MILES TO MR. DUNCANS MAIL BOX AND DRIVEWAY
 RD2269'ON THE LEFT, TURN LEFT AND GO NORTHEAST ON THE DRIVEWAY FOR 0.2
 RD2269'MILE TO MR. DUNCANS DWELLING AND THE END OF TRUCK TRAVEL.  FROM HERE
 RD2269'PACK EAST, PASSING THROUGH THE TWO BOARD GATES AT THE SOUTH END OF
 RD2269'THE BARN AND CONTINUE EAST ON AN OLD LOGGING ROAD THAT PARALLEL THE
 RD2269'FENCE FOR 500 FEET THE FENCE CORNER, HERE LEAVE THE LOGGING ROAD
 RD2269'AND PACK NORTHEAST, UP A STEEP INCLINE FOR 150 FEET AND GAINING
 RD2269'ABOUT 100 FEET IN ELEVATION TO THE STATION.
 RD2269'
 RD2269'THE STATION MARK, STAMPED DUNCAN 1938, IS A STANDARD DISK CEMENTED
 RD2269'IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.  IT IS
 RD2269'60 FEET LOWER THAN THE SUMMIT OF THE HILL, 29 FEET WEST OF AN OAK
 RD2269'TREE WITH A WITNESS SIGN NAILED ON IT, 2.4 FEET SOUTH OF A METAL
 RD2269'WITNESS POST AND 1 FOOT EAST OF A ROCK CAIRN.
 RD2269'
 RD2269'REFERENCE MARK NO. 1, STAMPED DUNCAN NO 1 1938, IS A STANDARD DISK
 RD2269'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 40 FEET WEST OF THE OAK
 RD2269'TREE WITH A WITNESS SIGN NAILED ON IT, 14 FEET NORTHWEST OF THE
 RD2269'WITNESS POST AND 4 FEET ABOVE THE ELEVATION OF THE STATION.
 RD2269'
 RD2269'REFERENCE MARK NO. 2, STAMPED DUNCAN NO 2 1938, IS A STANDARD DISK
 RD2269'CEMENTED IN A DRILL HOLE IN A 4 BY 4-FOOT BOULDER THAT PROJECTS 3
 RD2269'FEET.  IT IS 54 FEET EAST OF THE METAL WITNESS POST AND 27 FEET EAST
 RD2269'OF THE OAK TREE WITH THE WITNESS SIGN NAILED ON IT.
 RD2269
 RD2269                          STATION RECOVERY (1984)
 RD2269
 RD2269'RECOVERY NOTE BY US POWER SQUADRON 1984 (ECF)
 RD2269'THIS STATION AND REFERENCE MARKS HAVE BEEN COVERED WITH DIRT, ROCKS
 RD2269'AND BOULDERS FROM EXCAVATIONS AND GRADING FOR NEW HOMES IN THE
 RD2269'IMMEDIATE AREA, THE FILL IN MOST PLACES IS 5 OR 6 FEET DEEP.
 RD2269'
 RD2269'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1218 ***********************************************************************
 SW1218  DESIGNATION -  DUNCAN
 SW1218  PID         -  SW1218
 SW1218  STATE/COUNTY-  WA/LINCOLN
 SW1218  USGS QUAD   -  LORDS VALLEY (1969)
 SW1218
 SW1218                         *CURRENT SURVEY CONTROL
 SW1218  ___________________________________________________________________
 SW1218* NAD 83(1991)-  47 23 43.26940(N)    118 15 01.01252(W)     ADJUSTED  
 SW1218* NAVD 88     -       686.3    (meters)    2252.     (feet)  VERTCON   
 SW1218  ___________________________________________________________________
 SW1218  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 SW1218  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 SW1218
 SW1218  HORZ ORDER  -  SECOND
 SW1218
 SW1218.The horizontal coordinates were established by classical geodetic methods
 SW1218.and adjusted by the National Geodetic Survey in December 1991..
 SW1218
 SW1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1218
 SW1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1218
 SW1218.The geoid height was determined by GEOID03.
 SW1218
 SW1218;                    North         East     Units Scale Factor Converg.
 SW1218;SPC WA N     -    47,228.771   694,970.266   MT  1.00002116   +1 55 23.3
 SW1218;SPC WA N     -   154,949.73  2,280,081.61   sFT  1.00002116   +1 55 23.3
 SW1218;UTM  11      - 5,249,857.492   405,650.693   MT  0.99970940   -0 55 13.2
 SW1218
 SW1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1218!SPC WA N     -   0.99989547  x   1.00002116  =   0.99991663
 SW1218!UTM  11      -   0.99989547  x   0.99970940  =   0.99960490
 SW1218
 SW1218:                Primary Azimuth Mark                     Grid Az
 SW1218:SPC WA N     -  DUNCAN AZ MK                             178 39 43.4
 SW1218:UTM  11      -  DUNCAN AZ MK                             181 30 19.9
 SW1218
 SW1218|---------------------------------------------------------------------|
 SW1218| PID    Reference Object                     Distance      Geod. Az  |
 SW1218|                                                           dddmmss.s |
 SW1218| CF1376 DUNCAN AZ MK                                       1803506.7 |
 SW1218| CF1377 DUNCAN RM 1                          48.200 METERS 18445     |
 SW1218| CF1381 DUNCAN RM 5                          38.447 METERS 20750     |
 SW1218| SW1250 MARCELLUS GRAIN ELEVATOR            APPROX.21.4 KM 2130216.9 |
 SW1218| SW1262 MOHLER FAA RML MAST                 APPROX. 8.8 KM 2905805.9 |
 SW1218| CF1379 DUNCAN RM 3                          22.321 METERS 29339     |
 SW1218| CF1378 DUNCAN RM 2                          21.860 METERS 29357     |
 SW1218| SW1258 HARRINGTON GRAIN ELEVATOR           APPROX. 9.2 KM 3582033.6 |
 SW1218| SW1259 HARRINGTON WATER TANK               APPROX. 8.8 KM 3591624.5 |
 SW1218| CF1380 DUNCAN RM 4 AZIMUTH                                3592743.3 |
 SW1218|---------------------------------------------------------------------|
 SW1218
 SW1218                          SUPERSEDED SURVEY CONTROL
 SW1218
 SW1218  NAD 83(1986)-  47 23 43.28107(N)    118 15 01.00553(W) AD(       ) 2
 SW1218  NAD 27      -  47 23 43.72400(N)    118 14 57.10300(W) AD(       ) 2
 SW1218  NGVD 29 (07/19/86)  685.1    (m)         2248.     (f) VERT ANG       
 SW1218
 SW1218.Superseded values are not recommended for survey control.
 SW1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1218.See file dsdata.txt to determine how the superseded data were derived.
 SW1218
 SW1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN0565149857(NAD 83)
 SW1218_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1218_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1218
 SW1218  HISTORY     - Date     Condition        Report By
 SW1218  HISTORY     - 1950     MONUMENTED       CGS
 SW1218  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SW1218  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SW1218  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1218  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SW1218
 SW1218                          STATION DESCRIPTION
 SW1218
 SW1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1218'STATION IS LOCATED, AIRLINE, ABOUT 20 MILES NORTH NORTHEAST OF
 SW1218'RITZVILLE, 14 MILES NORTHWEST OF SPRAGUE AND 6 MILES SOUTH OF
 SW1218'HARRINGTON.  IT IS ALONG THE EAST SIDE OF THE HARRINGTON-TOKIO ROAD
 SW1218'IN A CULTIVATED FIELD.
 SW1218'
 SW1218'STATION MARK, STAMPED DUNCAN 1950, IS A STANDARD BRONZE DISK SET IN
 SW1218'THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN DIAMETER AND
 SW1218'14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 39 FEET EAST OF THE
 SW1218'CENTERLINE OF THE GRAVELED ROAD, 12.6 FEET EAST OF A TELEPHONE POLE
 SW1218'AND 2 FEET HIGHER THAN THE ROAD.
 SW1218'
 SW1218'REFERENCE MARK NUMBER 1, STAMPED DUNCAN NO 1 1950, IS A STANDARD
 SW1218'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 SW1218'IS FLUSH WITH THE GROUND AND 1 FOOT HIGHER IN ELEVATION THAN THE
 SW1218'STATION MARK.  IT IS 34 FEET EAST OF THE CENTERLINE OF THE
 SW1218'GRAVELED ROAD, 4 FEET NORTH OF A TELEPHONE POLE AND 3 FEET HIGHER
 SW1218'THAN THE ROAD.
 SW1218'
 SW1218'REFERENCE MARK NUMBER 2, STAMPED DUNCAN NO 2 1950 IS A STANDARD
 SW1218'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 SW1218'IS FLUSH WITH THE GROUND AND 2 FEET LOWER IN ELEVATION THAN THE
 SW1218'STATION MARK.  IT IS 24 FEET WEST OF THE CENTERLINE OF THE
 SW1218'GRAVELED ROAD AND 5 FEET EAST OF THE POWER LINE.
 SW1218'
 SW1218'AZIMUTH MARK, STAMPED DUNCAN 1950, IS A STANDARD BRONZE DISK SET IN
 SW1218'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 SW1218'ABOVE THE GROUND.  IT IS 26 FEET EAST OF THE CENTERLINE OF THE
 SW1218'GRAVELED ROAD, 4-1/2 FEET NORTHEAST OF A TELEPHONE POLE AND 18 INCHES
 SW1218'EAST OF A FENCE LINE.  TO REACH FROM THE STATION, GO SOUTH ON THE
 SW1218'GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT SIDE OF
 SW1218'THE ROAD.
 SW1218'
 SW1218'THE STATION IS REACHED AS FOLLOWS--FROM THE SOUTH END OF MAIN STREET
 SW1218'IN HARRINGTON, GO EAST ON THE TOKIO ROAD FOR 0.2 MILE.  TURN
 SW1218'RIGHT, SOUTH, ON GRAVELED ROAD, AND GO 5.0 MILES TO CROSSROADS.
 SW1218'CONTINUE SOUTH FOR 0.7 MILE TO THE STATION ON THE LEFT SIDE OF THE
 SW1218'ROAD.
 SW1218
 SW1218                          STATION RECOVERY (1954)
 SW1218
 SW1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SW1218'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 SW1218'EXCELLENT CONDITION.
 SW1218'
 SW1218'FOLLOWING IS AN EXCERPT FROM A LETTER WRITTEN BY THE WASHINGTON
 SW1218'OFFICE DATED 29 APRIL, 1954--MR. WM. J. BRESLIN, LINCOLN COUNTY
 SW1218'ENGINEER, DAVENPORT, WASHINGTON, HAS INFORMED ME IN A LETTER DATED
 SW1218'21 APRIL 1954, THAT TWO REFERENCE MARKS FOR SUBJECT STATION MUST BE
 SW1218'REMOVED.  YOU WILL HAVE PERSONNEL FROM YOUR PARTY PROCEED TO
 SW1218'DAVENPORT AND DISCUSS THE MOVEMENT OF THESE MARKS WITH MR. BRESLIN.
 SW1218'THEY SHOULD DETERMINE WHETHER OTHER MARKS AT THE STATION WILL BE
 SW1218'ENDANGERED BY THE ROAD CONSTRUCTION AND REMOVE SUCH MARKS AS ARE
 SW1218'NECESSARY.
 SW1218'
 SW1218'UPON INTERVIEWING MR. BRESLIN IT WAS LEARNED THAT THE PROPOSED
 SW1218'ROAD-BUILDING PROGRAM HAD BEEN POSTPONED FOR AT LEAST THREE YEARS.
 SW1218'IT WAS FURTHER LEARNED THAT WHEN THE ROAD CONSTRUCTION IS RESUMED
 SW1218'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WILL BE DESTROYED.
 SW1218'
 SW1218'REFERENCE MARK NO. 2 WAS THEREFORE REMOVED AND REFERENCE MARK NO. 3
 SW1218'ESTABLISHED IN ITS PLACE.  THE AZIMUTH MARK, SINCE ITS DESTRUCTION
 SW1218'IS NOT IMMINENT, WAS NOT REMOVED.  HOWEVER, AN ALTERNATE AZIMUTH MARK
 SW1218'(REFERENCE MARK NO. 4) WAS ESTABLISHED.
 SW1218'
 SW1218'A COMPLETE NEW DESCRIPTION OF THE STATION IS AS FOLLOWS--
 SW1218'
 SW1218'THE STATION IS ABOUT 20 MILES NORTH-NORTHEAST OF RITZVILLE, 14 MILES
 SW1218'NORTHWEST OF SPRAGUE AND 6 MILES SOUTH OF HARRINGTON.  IT IS IN A
 SW1218'CULTIVATED FIELD AND ALONG THE EAST SIDE OF THE HARRINGTON-TOKIO
 SW1218'ROAD.
 SW1218'
 SW1218'THE STATION MARK, STAMPED DUNCAN 1950, IS A STANDARD DISK SET IN THE
 SW1218'TOP OF A CONCRETE POST THAT IS 12 INCHES IN DIAMETER AND 18 INCHES
 SW1218'BELOW THE SURFACE OF THE GROUND.  IT IS 221.0 FEET NORTH-NORTHEAST
 SW1218'OF THE SOUTHERN ONE OF TWO POWER-LINE POLES THAT SPAN THE SUMMIT OF
 SW1218'THE HILL (AZIMUTH 200 DEGREES AND 53 MINUTES) AND 206.0 FEET
 SW1218'SOUTH-SOUTHEAST OF THE NORTHERN POWER-LINE POLE (AZIMUTH 338 DEGREES
 SW1218'AND 30 MINUTES).  THE ORIGINAL MEASUREMENTS TO THE STATION (FROM
 SW1218'THE ROAD AND THE TELEPHONE POLE) ARE ACCURATE AND WILL FACILITATE THE
 SW1218'RECOVERY OF THE STATION MARK, IF AVAILABLE.
 SW1218'
 SW1218'REFERENCE MARK 1, STAMPED DUNCAN NO 1 1950, IS A STANDARD DISK SET IN
 SW1218'A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND AND 1
 SW1218'FOOT HIGHER IN ELEVATION THAN THE STATION MARK.  IT IS 34 FEET EAST
 SW1218'OF THE CENTER LINE OF THE ROAD AND 4 FEET NORTH OF A TELEPHONE
 SW1218'POLE.
 SW1218'
 SW1218'REFERENCE MARK 3 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 SW1218'CONCRETE POST PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 SW1218'THE DISK IS STAMPED DUNCAN NO 3 1950.  IT IS 26 FEET WEST OF THE
 SW1218'CENTER LINE OF THE ROAD AND 10 FEET EAST OF THE POWER LINE.  IT IS
 SW1218'MARKED BY A 2-INCH BY 4-INCH POST PROJECTING 30 INCHES ABOVE THE
 SW1218'GROUND.
 SW1218'
 SW1218'REFERENCE MARK 4, STAMPED DUNCAN NO. 4 1950, IS A STANDARD REFERENCE
 SW1218'DISK WELDED TO THE TOP OF A 2-INCH PIPE.  THE PIPE IS ANCHORED
 SW1218'WITH CONCRETE AND IS ENCASED AT THE TOP WITH A BLOCK OF CONCRETE
 SW1218'THAT IS 6 INCHES SQUARE AND PROJECTING 1 INCH ABOVE THE GROUND.  IT
 SW1218'IS ON THE WEST SIDE OF THE ROAD LEADING TO HARRINGTON, 0.75 MILE
 SW1218'NORTH OF THE STATION, 0.05 MILE NORTH OF A CROSSROAD AND 3 FEET
 SW1218'SOUTH-SOUTHEAST OF POWER-LINE POLE NO. 66.
 SW1218'
 SW1218'THE AZIMUTH MARK, STAMPED DUNCAN 1950, IS A STANDARD DISK SET IN A
 SW1218'10-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 SW1218'IT IS 0.7 MILE SOUTH OF THE STATION, 26 FEET EAST OF THE CENTER
 SW1218'LINE OF THE PRESENT ROAD, 4.5 FEET NORTHEAST OF A TELEPHONE POLE
 SW1218'AND 18 INCHES EAST OF A FENCE LINE.  IT IS ON THE CREST OF THE
 SW1218'FIRST RISE TO THE SOUTH OF THE STATION.
 SW1218'
 SW1218'TO REACH THE STATION FROM THE CITY HALL IN HARRINGTON GO EAST FOR
 SW1218'0.2 MILE TO AN INTERSECTION AT THE SOUTHEAST CORNER OF THE HIGH
 SW1218'SCHOOL GARAGES.  TURN RIGHT, SOUTH, AND CONTINUE ON THE ROAD TO
 SW1218'TOKIO FOR 4.75 MILES TO POWER-LINE POLE NO. 66 AND REFERENCE MARK NO.
 SW1218'4 ON THE RIGHT.  CONTINUE SOUTH FOR 0.05 MILE TO A CROSSROAD.
 SW1218'CONTINUE SOUTH, STRAIGHT AHEAD, FOR 0.7 MILE TO THE SUMMIT OF THE
 SW1218'RISE AND THE STATION MARK ON THE LEFT.
 SW1218
 SW1218                          STATION RECOVERY (1956)
 SW1218
 SW1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSH)
 SW1218'THE AZIMUTH MARK FOR STATION WAS REMOVED TO PERMIT ROAD
 SW1218'CONSTRUCTION.  REFERENCE MARK NO. 4 SET IN 1954 REMAINS AND WILL
 SW1218'SERVE AS THE AZIMUTH MARK.
 SW1218'
 SW1218'THE DISK STAMPED DUNCAN 1950 WAS RECEIVED AT WASHINGTON OFFICE
 SW1218'4/25/46.
 SW1218
 SW1218                          STATION RECOVERY (1965)
 SW1218
 SW1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1218'THE STATION MARK WAS RECOVERED 14 INCHES BELOW GROUND.  REFERENCE
 SW1218'MARK NO. 1 WAS NOT FOUND.  REFERENCE MARK NO. 3 WAS RECOVERED 4
 SW1218'INCHES BELOW GROUND.  REFERENCE MARK NO. 4 WAS RECOVERED AS
 SW1218'DESCRIBED AND A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 SW1218'REFERENCE MARK NO. 5 WAS ESTABLISHED.  DIRECTIONS FOR REACHING THE
 SW1218'STATION IN THE 1954 DESCRIPTION ARE ADEQUATE.
 SW1218'
 SW1218'THE STATION MARK IS 38.5 FEET EAST OF THE CENTER OF THE ROAD AND
 SW1218'10.4 FEET DUE EAST OF A TELEPHONE POLE.  DISTANCE AND BEARINGS ARE
 SW1218'GIVEN IN THE 1954 DESCRIPTION TO TWO POWER LINE POLES.  NUMBER OF THE
 SW1218'SOUTHERN POLE IS K 235, NORTHERN POLE IS K 234.
 SW1218'
 SW1218'REFERENCE MARK NO. 3 IS 162 FEET SOUTH OF THE SOUTH EDGE OF POWER
 SW1218'POLE K 234, 29 FEET WEST OF THE CENTER OF THE ROAD AND 10 FEET
 SW1218'EAST OF THE LINE OF POWER POLES.  A METAL WITNESS POST WAS SET 3
 SW1218'FEET EAST OF THE MARK.
 SW1218'
 SW1218'REFERENCE MARK NO. 5, STAMPED DUNCAN NO 5 1950, IS A STANDARD DISK
 SW1218'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 97 FEET
 SW1218'NORTH-NORTHEAST OF POWER POLE NO. K 235, 19 FEET WEST OF THE CENTER
 SW1218'OF THE ROAD AND 11 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE.
 SW1218
 SW1218                          STATION RECOVERY (1972)
 SW1218
 SW1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SW1218'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1954 AND 1965
 SW1218'RECOVERY NOTES.
 SW1218'
 SW1218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 5-1/2 MILES SOUTH
 SW1218'OF HARRINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0460 ***********************************************************************
 TQ0460  DESIGNATION -  DUNCAN FOREST SERVICE LOH
 TQ0460  PID         -  TQ0460
 TQ0460  STATE/COUNTY-  WA/CHELAN
 TQ0460  USGS QUAD   -  SASKA PEAK (1988)
 TQ0460
 TQ0460                         *CURRENT SURVEY CONTROL
 TQ0460  ___________________________________________________________________
 TQ0460* NAD 83(1991)-  48 03 16.32568(N)    120 39 13.99703(W)     ADJUSTED  
 TQ0460* NAVD 88     -                                                        
 TQ0460  ___________________________________________________________________
 TQ0460  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 TQ0460  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 TQ0460
 TQ0460  HORZ ORDER  -  THIRD
 TQ0460
 TQ0460.The horizontal coordinates were established by classical geodetic methods
 TQ0460.and adjusted by the National Geodetic Survey in December 1991..
 TQ0460
 TQ0460
 TQ0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0460
 TQ0460.The geoid height was determined by GEOID03.
 TQ0460
 TQ0460;                    North         East     Units Scale Factor Converg.
 TQ0460;SPC WA N     -   117,261.013   513,376.271   MT  0.99994286   +0 08 01.0
 TQ0460;SPC WA N     -   384,713.84  1,684,301.98   sFT  0.99994286   +0 08 01.0
 TQ0460;UTM  10      - 5,325,024.436   674,819.729   MT  0.99997554   +1 44 43.6
 TQ0460
 TQ0460                          SUPERSEDED SURVEY CONTROL
 TQ0460
 TQ0460  NAD 83(1986)-  48 03 16.33134(N)    120 39 13.99094(W) AD(       ) 4
 TQ0460  NAD 27      -  48 03 16.90000(N)    120 39 09.60000(W) AD(       ) 3
 TQ0460
 TQ0460.Superseded values are not recommended for survey control.
 TQ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0460.See file dsdata.txt to determine how the superseded data were derived.
 TQ0460
 TQ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU7482025024(NAD 83)
 TQ0460_MARKER: 73 = LOOKOUT HOUSE
 TQ0460
 TQ0460  HISTORY     - Date     Condition        Report By
 TQ0460  HISTORY     - 1940     FIRST OBSERVED   CGS
 TQ0460
 TQ0460                          STATION DESCRIPTION
 TQ0460
 TQ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 TQ0460'STATION IS LOCATED 32 MILES N OF LEAVENWORTH AND 9 MILES W OF LAKE
 TQ0460'CHELAN, IN THE WENATCHEE NATIONAL FOREST.  ALSO 34 MILES NE OF
 TQ0460'ENTIAT.  IT IS ON DUNCAN HILL AT THE HEAD OF DUNCAN CREEK.  THE
 TQ0460'CENTER OF THE HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0521 ***********************************************************************
 SD0521  DESIGNATION -  DUNE
 SD0521  PID         -  SD0521
 SD0521  STATE/COUNTY-  WA/PACIFIC
 SD0521  USGS QUAD   -  OYSTERVILLE (1994)
 SD0521
 SD0521                         *CURRENT SURVEY CONTROL
 SD0521  ___________________________________________________________________
 SD0521* NAD 83(1991)-  46 36 26.17020(N)    124 02 33.38211(W)     ADJUSTED  
 SD0521* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SD0521  ___________________________________________________________________
 SD0521  LAPLACE CORR-          15.40  (seconds)                    DEFLEC99
 SD0521  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 SD0521
 SD0521  HORZ ORDER  -  THIRD
 SD0521
 SD0521.The horizontal coordinates were established by classical geodetic methods
 SD0521.and adjusted by the National Geodetic Survey in December 1991..
 SD0521
 SD0521.The orthometric height was scaled from a topographic map.
 SD0521
 SD0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0521
 SD0521.The geoid height was determined by GEOID03.
 SD0521
 SD0521;                    North         East     Units Scale Factor Converg.
 SD0521;SPC WA S     -   147,691.089   228,710.033   MT  0.99991467   -2 34 24.0
 SD0521;SPC WA S     -   484,549.85    750,359.50   sFT  0.99991467   -2 34 24.0
 SD0521;UTM  10      - 5,162,050.811   420,156.575   MT  0.99967836   -0 45 27.6
 SD0521
 SD0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0521!SPC WA S     -   1.00000269  x   0.99991467  =   0.99991736
 SD0521!UTM  10      -   1.00000269  x   0.99967836  =   0.99968105
 SD0521
 SD0521:                Primary Azimuth Mark                     Grid Az
 SD0521:SPC WA S     -  WILLAPA BAY LIGHTHOUSE                   351 59 40.9
 SD0521:UTM  10      -  WILLAPA BAY LIGHTHOUSE                   350 10 44.5
 SD0521
 SD0521|---------------------------------------------------------------------|
 SD0521| PID    Reference Object                     Distance      Geod. Az  |
 SD0521|                                                           dddmmss.s |
 SD0521| SD0497 WILLAPA BAY LIGHTHOUSE              APPROX.12.5 KM 3492516.9 |
 SD0521|---------------------------------------------------------------------|
 SD0521
 SD0521                          SUPERSEDED SURVEY CONTROL
 SD0521
 SD0521  NAD 83(1991)-  46 36 26.16903(N)    124 02 33.37970(W) AD(       ) 3
 SD0521  NAD 83(1986)-  46 36 26.16877(N)    124 02 33.36607(W) AD(       ) 3
 SD0521  NAD 27      -  46 36 26.81793(N)    124 02 28.76873(W) AD(       ) 3
 SD0521
 SD0521.Superseded values are not recommended for survey control.
 SD0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0521.See file dsdata.txt to determine how the superseded data were derived.
 SD0521
 SD0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2015762051(NAD 83)
 SD0521_MARKER: Z = SEE DESCRIPTION
 SD0521_SETTING: 0 = UNSPECIFIED SETTING
 SD0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0521
 SD0521  HISTORY     - Date     Condition        Report By
 SD0521  HISTORY     - 1937     MONUMENTED       USE
 SD0521  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SD0521
 SD0521                          STATION DESCRIPTION
 SD0521
 SD0521'DESCRIBED BY US ENGINEERS 1937
 SD0521'STATION IS ABOUT 19 MILES N OF LONG BEACH, 0.3 MILE W OF NE TIP OF
 SD0521'LEADBETTER POINT, ON SAND DUNES ABOUT 100 FEET FROM HIGH-WATER MARK
 SD0521'AND AT EDGE OF SCRUB TIMBER LINE, (SHELL IS AT E EDGE OF OPENING IN
 SD0521'TIMBER) A C. OF E. TRIANGULATION DISK SET IN AN 18- BY 18-INCH
 SD0521'SQUARE BLOCK OF CONCRETE AND STAMPED DUNE 1937.
 SD0521'
 SD0521'REFERENCE MARK NO.1 IS AN 8-INCH CONCRETE C. OF E. PILLAR WITH DISK
 SD0521'STAMPED R.M. 1 AND ARROW POINTING TO DUNE.  REFERENCE MARK NO.2 IS
 SD0521'A 3-INCH IRON PIPE WITH C. OF E. REFERENCE MARK DISK STAMPED R.M. 2
 SD0521'AND ARROW POINTING TO DUNE.  REFERENCE MARK NO.3 IS A 3-INCH IRON
 SD0521'PIPE WITH C. OF E. REFERENCE MARK DISK STAMPED R.M. 3 AND ARROW
 SD0521'POINTING TO DUNE.
 SD0521'
 SD0521'TRIANGLE BLAZE ON 8- BY 10-INCH FIR TREE, CENTER NAIL IS 3 FEET
 SD0521'ABOVE SAND.
 SD0521'
 SD0521'TO REACH FROM LONG BEACH, WASHINGTON, PROCEED 13.4 MILES ON
 SD0521'PACIFIC OCEAN BEACH TO OYSTERVILLE TURN-OFF.  FOLLOW 1.1 MILES AND
 SD0521'TURN LEFT AND FOLLOW SAND ROAD FOR 1.2 MILES TO Y IN ROAD, KEEP TO
 SD0521'RIGHT FOR 2.3 MILES TO W SHORE OF WILLAPA BAY, PROCEED N 1/2 MILE
 SD0521'TO N TIP OF LEADBETTER POINT, AND THEN 0.3 MILE W OF DUNE.
 SD0521
 SD0521                          STATION RECOVERY (1953)
 SD0521
 SD0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SD0521'DESTROYED
 SD0521'
 SD0521'THE STATION MARK WAS FOUND LYING ON ITS SIDE AT THE MEAN HIGH WATER
 SD0521'LINE.  REFERENCE MARK NO. 2 IS ALSO UNDOUBTEDLY DESTROYED, AS IT
 SD0521'WAS EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0733 ***********************************************************************
 SD0733  DESIGNATION -  DUNE
 SD0733  PID         -  SD0733
 SD0733  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0733  USGS QUAD   -  COPALIS BEACH (1994)
 SD0733
 SD0733                         *CURRENT SURVEY CONTROL
 SD0733  ___________________________________________________________________
 SD0733* NAD 83(1991)-  47 05 53.05469(N)    124 10 30.41670(W)     ADJUSTED  
 SD0733* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SD0733  ___________________________________________________________________
 SD0733  LAPLACE CORR-           8.72  (seconds)                    DEFLEC99
 SD0733  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 SD0733
 SD0733  HORZ ORDER  -  THIRD
 SD0733
 SD0733.The horizontal coordinates were established by classical geodetic methods
 SD0733.and adjusted by the National Geodetic Survey in December 1991..
 SD0733
 SD0733.The orthometric height was scaled from a topographic map.
 SD0733
 SD0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0733
 SD0733.The geoid height was determined by GEOID03.
 SD0733
 SD0733;                    North         East     Units Scale Factor Converg.
 SD0733;SPC WA S     -   202,653.631   221,110.847   MT  0.99995468   -2 40 10.5
 SD0733;SPC WA S     -   664,872.79    725,427.84   sFT  0.99995468   -2 40 10.5
 SD0733;UTM  10      - 5,216,732.364   410,825.200   MT  0.99969773   -0 51 39.1
 SD0733
 SD0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0733!SPC WA S     -   1.00000292  x   0.99995468  =   0.99995760
 SD0733!UTM  10      -   1.00000292  x   0.99969773  =   0.99970065
 SD0733
 SD0733|---------------------------------------------------------------------|
 SD0733| PID    Reference Object                     Distance      Geod. Az  |
 SD0733|                                                           dddmmss.s |
 SD0733| DD9636 DUNE WM 1                                          05812     |
 SD0733| DD9637 DUNE WM 2                                          07028     |
 SD0733| DD9635 DUNE RM                              26.830 METERS 07132     |
 SD0733| SD0731 CONNOR                              APPROX. 3.2 KM 1721845.1 |
 SD0733|---------------------------------------------------------------------|
 SD0733
 SD0733                          SUPERSEDED SURVEY CONTROL
 SD0733
 SD0733  NAD 83(1986)-  47 05 53.04486(N)    124 10 30.41791(W) AD(       ) 3
 SD0733  NAD 27      -  47 05 53.73300(N)    124 10 25.78400(W) AD(       ) 3
 SD0733
 SD0733.Superseded values are not recommended for survey control.
 SD0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0733.See file dsdata.txt to determine how the superseded data were derived.
 SD0733
 SD0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1082516732(NAD 83)
 SD0733_MARKER: Z = SEE DESCRIPTION
 SD0733_SETTING: 0 = UNSPECIFIED SETTING
 SD0733
 SD0733  HISTORY     - Date     Condition        Report By
 SD0733  HISTORY     - 1927     MONUMENTED       CGS
 SD0733  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0733
 SD0733                          STATION DESCRIPTION
 SD0733
 SD0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (TJM)
 SD0733'STATION IS ON THE BEACH ONE MILE S OF COPALIS BEACH, AND 25 METERS S
 SD0733'OF A LONE HOUSE.  IT IS 25 METERS BACK FROM THE HIGH-WATER LINE, AND
 SD0733'ON A SANDY RIDGE ABOUT 7 FEET ABOVE HIGH WATER.  THE STATION MARK
 SD0733'IS A STANDARD DISK SET IN A CONCRETE MONUMENT 12 BY 12 INCHES BY 3
 SD0733'FEET 6 INCHES.  REFERENCE MARK IS A STANDARD DISK SET IN A
 SD0733'CONCRETE POST 7 BY 7 INCHES BY 4 FEET.  THE WITNESS MARKS ARE ON
 SD0733'STUNTED CEDARS AT THE EDGE OF THE WOODS.
 SD0733
 SD0733                          STATION RECOVERY (1951)
 SD0733
 SD0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 SD0733'A SEARCH WAS MADE IN THE AREA BUT DUE TO THE LACK OF REFERENCE TIES
 SD0733'AND THE CONTINUALLY SHIFTING SHORELINE THE STATION WAS NOT FOUND.
 SD0733'
 SD0733'A FURTHER SEARCH WAS MADE AND IT WAS DEFINITELY ESTABLISHED THAT
 SD0733'THIS MARK HAS BEEN DESTROYED BY THE N PROGRESSION OF THE MOUTH OF
 SD0733'CONNOR CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3327 ***********************************************************************
 SY3327  DESIGNATION -  DUNE
 SY3327  PID         -  SY3327
 SY3327  STATE/COUNTY-  WA/THURSTON
 SY3327  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3327
 SY3327                         *CURRENT SURVEY CONTROL
 SY3327  ___________________________________________________________________
 SY3327* NAD 83(1991)-  47 08 46.10344(N)    123 00 00.53613(W)     ADJUSTED  
 SY3327* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 SY3327  ___________________________________________________________________
 SY3327  LAPLACE CORR-          -8.52  (seconds)                    DEFLEC99
 SY3327  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SY3327
 SY3327  HORZ ORDER  -  THIRD
 SY3327
 SY3327.The horizontal coordinates were established by classical geodetic methods
 SY3327.and adjusted by the National Geodetic Survey in December 1991..
 SY3327
 SY3327.The orthometric height was scaled from a topographic map.
 SY3327
 SY3327.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3327
 SY3327.The geoid height was determined by GEOID03.
 SY3327
 SY3327;                    North         East     Units Scale Factor Converg.
 SY3327;SPC WA S     -   204,504.085   310,406.630   MT  0.99996256   -1 48 58.0
 SY3327;SPC WA S     -   670,943.82  1,018,392.42   sFT  0.99996256   -1 48 58.0
 SY3327;UTM  10      - 5,221,404.309   499,988.709   MT  0.99960000   -0 00 00.4
 SY3327
 SY3327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3327!SPC WA S     -   0.99999947  x   0.99996256  =   0.99996203
 SY3327!UTM  10      -   0.99999947  x   0.99960000  =   0.99959947
 SY3327
 SY3327|---------------------------------------------------------------------|
 SY3327| PID    Reference Object                     Distance      Geod. Az  |
 SY3327|                                                           dddmmss.s |
 SY3327| CE3985 DUNE RM 1                            28.497 METERS 09814     |
 SY3327| CE3986 DUNE RM 2                            15.720 METERS 14541     |
 SY3327| SY1750 CHET                                APPROX. 1.3 KM 2774429.6 |
 SY3327|---------------------------------------------------------------------|
 SY3327
 SY3327                          SUPERSEDED SURVEY CONTROL
 SY3327
 SY3327  NAD 83(1986)-  47 08 46.10113(N)    123 00 00.54563(W) AD(       ) 3
 SY3327  NAD 27      -  47 08 46.74600(N)    122 59 56.03900(W) AD(       ) 3
 SY3327
 SY3327.Superseded values are not recommended for survey control.
 SY3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3327.See file dsdata.txt to determine how the superseded data were derived.
 SY3327
 SY3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9998921404(NAD 83)
 SY3327_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3327
 SY3327  HISTORY     - Date     Condition        Report By
 SY3327  HISTORY     - 1936     MONUMENTED       CGS
 SY3327  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3327
 SY3327                          STATION DESCRIPTION
 SY3327
 SY3327'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3327'THE STATION IS LOCATED ON A SANDY POINT ON THE SE SIDE OF TOTTEN
 SY3327'INLET, DIRECTLY ACROSS FROM THE ENTRANCE TO SKOOKUM INLET.  THE
 SY3327'STATION IS ABOUT 35 FEET OUTSIDE OF HIGH-WATER LINE AND COVERS
 SY3327'ABOUT TWO FEET AT HIGH WATER.
 SY3327'
 SY3327'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY3327'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3327'
 SY3327'REFERENCE MARK NO.1 IS SET AT THE HIGH-WATER LINE TO THE E
 SY3327'OF THE STATION.
 SY3327'
 SY3327'REFERENCE MARK NO.2 IS SET DIRECTLY INSHORE FROM THE STATION AT
 SY3327'THE HIGH-WATER MARK.
 SY3327
 SY3327                          STATION RECOVERY (1958)
 SY3327
 SY3327'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3327'THIS STATION WAS NOT FOUND, MARK IS PROBABLY COVERED BY SAND AND
 SY3327'GRAVEL.  A THOROUGH SEARCH WAS NOT MADE DUE TO DENSITY OF OTHER
 SY3327'CONTROL IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1179 ***********************************************************************
 SW1179  DESIGNATION -  DUNE 1934
 SW1179  PID         -  SW1179
 SW1179  STATE/COUNTY-  WA/FERRY
 SW1179  USGS QUAD   -  OLSEN CANYON (1985)
 SW1179
 SW1179                         *CURRENT SURVEY CONTROL
 SW1179  ___________________________________________________________________
 SW1179* NAD 83(1991)-  47 51 48.38521(N)    118 22 27.84906(W)     ADJUSTED  
 SW1179* NAVD 88     -       496.2    (meters)    1628.     (feet)  VERTCON   
 SW1179  ___________________________________________________________________
 SW1179  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 SW1179  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 SW1179
 SW1179  HORZ ORDER  -  SECOND
 SW1179
 SW1179.The horizontal coordinates were established by classical geodetic methods
 SW1179.and adjusted by the National Geodetic Survey in December 1991..
 SW1179
 SW1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1179
 SW1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1179
 SW1179.The geoid height was determined by GEOID03.
 SW1179
 SW1179;                    North         East     Units Scale Factor Converg.
 SW1179;SPC WA N     -    98,937.764   683,942.204   MT  0.99995207   +1 49 50.6
 SW1179;SPC WA N     -   324,598.31  2,243,900.38   sFT  0.99995207   +1 49 50.6
 SW1179;UTM  11      - 5,302,036.703   397,206.447   MT  0.99972984   -1 01 09.4
 SW1179
 SW1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1179!SPC WA N     -   0.99992524  x   0.99995207  =   0.99987732
 SW1179!UTM  11      -   0.99992524  x   0.99972984  =   0.99965510
 SW1179
 SW1179:                Primary Azimuth Mark                     Grid Az
 SW1179:SPC WA N     -  PEARL 1934                               019 06 29.0
 SW1179:UTM  11      -  PEARL 1934                               021 57 29.0
 SW1179
 SW1179|---------------------------------------------------------------------|
 SW1179| PID    Reference Object                     Distance      Geod. Az  |
 SW1179|                                                           dddmmss.s |
 SW1179| SW1172 PEARL 1934                          APPROX. 3.4 KM 0205619.6 |
 SW1179| SW1161 LINCOLN MILL MIDDLE STACK           APPROX. 5.4 KM 0275316.4 |
 SW1179| SW1169 SWEDE CHURCH SPIRE                  APPROX. 4.0 KM 0695233.4 |
 SW1179| SW1180 EMERSON MILL STACK                  APPROX. 1.7 KM 0952533.9 |
 SW1179| SW1178 SWEDE IS                            APPROX. 4.7 KM 0984857.3 |
 SW1179|---------------------------------------------------------------------|
 SW1179
 SW1179                          SUPERSEDED SURVEY CONTROL
 SW1179
 SW1179  NAD 83(1986)-  47 51 48.39540(N)    118 22 27.84577(W) AD(       ) 2
 SW1179  NAD 27      -  47 51 48.83600(N)    118 22 23.88400(W) AD(       ) 2
 SW1179  NGVD 29 (07/19/86)  495.0    (m)         1624.     (f) VERT ANG       
 SW1179
 SW1179.Superseded values are not recommended for survey control.
 SW1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1179.See file dsdata.txt to determine how the superseded data were derived.
 SW1179
 SW1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP9720602037(NAD 83)
 SW1179_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1179_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1179+STABILITY: SURFACE MOTION
 SW1179
 SW1179  HISTORY     - Date     Condition        Report By
 SW1179  HISTORY     - 1934     MONUMENTED       BOR
 SW1179  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1179
 SW1179                          STATION DESCRIPTION
 SW1179
 SW1179'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1179'STATION IS LOCATED ON E KNOB OF APPARENT SAND DUNES IN SW 1/4 OF
 SW1179'SEC. 2, T. 27 N., R. 3 E. WM.
 SW1179'
 SW1179'STATION IS REACHED FROM LINCOLN FERRY ACROSS COLUMBIA RIVER.  BEAR
 SW1179'S ALONG RIVER FROM FERRY, THROUGH GATES AT 0.1, 0.4, AND 0.9.  FROM
 SW1179'HERE WIND ACROSS ROLLING MEADOW, BEARING LEFT AT FORKS AT 1.0
 SW1179'AND 1.3 MILES.  THROUGH GATE AT 1.7.  1.9, RIGHT, UP DRAW TO
 SW1179'BENCH.  2.2, THROUGH GATE AND UP HILL.  2.4, THROUGH GATE.  2.65,
 SW1179'FORK, BEAR LEFT.  3.0, CROSS ROADS, STRAIGHT AHEAD.  4.3, GATE,
 SW1179'TURN SHARP RIGHT AND ALONG OLD ROAD UP SIDE HILL TO DUNES.
 SW1179'STATION IS ON FIRST KNOB UP FROM FENCE LINE.
 SW1179'
 SW1179'STATION MARK IS SET ACCORDING TO NOTE 1A.
 SW1179
 SW1179                          STATION RECOVERY (1947)
 SW1179
 SW1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1179'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE
 SW1179'U.S.B.R. IN 1934.  DUE TO CHANGES IN LOCAL CONDITIONS THE
 SW1179'U.S.B.R. DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION IS
 SW1179'SUBMITTED--
 SW1179'
 SW1179'STATION IS LOCATED IN THE SW 1/4 SEC. 2, T. 27 N., R. 35 E. WM,
 SW1179'ABOUT 3 MILES SW OF THE CONFLUENCE OF THE SPOKANE AND COLUMBIA
 SW1179'RIVER EXTENSIONS OF LAKE ROOSEVELT, ABOUT 4.5 MILES SE OF GEORGE
 SW1179'MOUNTAIN LOOKOUT, AND ABOUT 3 MILES N OF THE CONFLUENCE OF HAWK
 SW1179'CREEK HARBOR WITH ROOSEVELT LAKE.  IT LIES ABOUT 360 METERS NW OF
 SW1179'THE MOUTH OF GEORGE CREEK, ABOUT 530 METERS W OF THE HIGH-WATER
 SW1179'LINE OF THE LAKE, 750 METERS NW OF THE CENTER OF A SMALL ROCK
 SW1179'ISLAND IN THE LAKE, ON THE S END OF A RIDGE WHICH PITCHES
 SW1179'STEEPLY TO THE E, 2 METERS W OF A STEEPLY DESCENDING SLOPE, AND
 SW1179'10 METERS N OF THE S NOSE OF THE RIDGE.
 SW1179'
 SW1179'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK SET
 SW1179'ACCORDING TO NOTE 1A, STAMPED DUNE 1934, AND IS SET FLUSH WITH THE
 SW1179'SURFACE OF THE GROUND.
 SW1179'
 SW1179'TO REACH THE STATION BY TRUCK FROM KELLER, GO ACROSS BRIDGE OVER
 SW1179'THE SAN POIL RIVER AND FOLLOW THE MAIN TRAVELED ROAD FOR 3.7 MILES
 SW1179'TO A Y-JUNCTION ADJACENT TO SILVER CREEK.  TAKE THE LEFT FORK AND
 SW1179'CONTINUE OVER THE MOUNTAIN FOR 11.2 MILES TO A T-JUNCTION AND
 SW1179'SIGNS INDICATING INCHELIUM AND HELLGATE.  TURN RIGHT (S) IN THE
 SW1179'DIRECTION INDICATED BY THE HELLGATE SIGN, CONTINUE FOR 8.5
 SW1179'MILES TO A CORRAL AND AN ABANDONED HOUSE, AND IMMEDIATELY
 SW1179'BEYOND THESE A Y-JUNCTION.  TAKE THE LEFT FORK AND CROSSING A
 SW1179'DRAW, PROCEED ON PAST JIM MOUNTAIN, OVER WHITESTONE RIDGE,
 SW1179'PASSING THE ROAD TO GEORGE MOUNTAIN LOOKOUT AT 9.9 MILES,
 SW1179'CONTINUE 15.3 MILES TO A Y-JUNCTION N OF A GROUP OF RANCH
 SW1179'BUILDINGS.  KEEP LEFT AND GO 1.0 MILE TO THE JUNCTION WITH A
 SW1179'PRIVATE LANE TO THE RIGHT WHICH OVERLOOKS A SMALL GRASSY
 SW1179'FLAT AND THE LAKE.  MAKE A SHARP RIGHT TURN AND GO 0.8 MILE S
 SW1179'TO A T-JUNCTION IN TWO PRIVATE LANES.  TURN LEFT AND GO S ALONG
 SW1179'THE LAKE FOR 0.7 MILE TO A GATE OPENING INTO A PRIVATE FIELD.
 SW1179'GO THROUGH THE GATE S THROUGH THE FIELD, THEN ON TRACK ROAD
 SW1179'BEAR RIGHT AND UP THE HILL TO A SECOND FIELD AT 0.4 MILE,
 SW1179'CONTINUE S THROUGH THE FIELD FOR 0.2 MILE TO THE SW SIDE AND THE
 SW1179'END OF TRUCK TRAVEL.  THEN PACK SW FOR 1/4 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2351 ***********************************************************************
 TR2351  DESIGNATION -  DUNGEN
 TR2351  PID         -  TR2351
 TR2351  STATE/COUNTY-  WA/CLALLAM
 TR2351  USGS QUAD   -  DUNGENESS (1979)
 TR2351
 TR2351                         *CURRENT SURVEY CONTROL
 TR2351  ___________________________________________________________________
 TR2351* NAD 83(1991)-  48 10 52.57150(N)    123 06 36.97088(W)     ADJUSTED  
 TR2351* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 TR2351  ___________________________________________________________________
 TR2351  LAPLACE CORR-         -10.46  (seconds)                    DEFLEC99
 TR2351  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 TR2351
 TR2351  HORZ ORDER  -  FIRST
 TR2351
 TR2351.The horizontal coordinates were established by classical geodetic methods
 TR2351.and adjusted by the National Geodetic Survey in December 1991..
 TR2351
 TR2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2351
 TR2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2351
 TR2351.The geoid height was determined by GEOID03.
 TR2351
 TR2351;                    North         East     Units Scale Factor Converg.
 TR2351;SPC WA N     -   133,841.145   330,713.295   MT  0.99994286   -1 41 42.8
 TR2351;SPC WA N     -   439,110.49  1,085,015.20   sFT  0.99994286   -1 41 42.8
 TR2351;UTM  10      - 5,336,453.814   491,803.235   MT  0.99960083   -0 04 55.8
 TR2351
 TR2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2351!SPC WA N     -   1.00000279  x   0.99994286  =   0.99994565
 TR2351!UTM  10      -   1.00000279  x   0.99960083  =   0.99960361
 TR2351
 TR2351|---------------------------------------------------------------------|
 TR2351| PID    Reference Object                     Distance      Geod. Az  |
 TR2351|                                                           dddmmss.s |
 TR2351| TR2355 NEW DUNGENESS LT 1927                53.075 METERS 00108     |
 TR2351| CF8655 DUNGEN RM 1                          31.473 METERS 01248     |
 TR2351| CF8653 DUNGEN AZ MK                                       0563502.5 |
 TR2351| CF8656 DUNGEN RM 2                          22.792 METERS 25629     |
 TR2351| TR2439 EDIZ HOOK LIGHTHOUSE                APPROX.22.7 KM 2583317.6 |
 TR2351| CF8654 DUNGEN AZ MK 2                                     2654552.2 |
 TR2351| TR2349 944 4471 TIDAL 3                     55.368 METERS 34645     |
 TR2351|---------------------------------------------------------------------|
 TR2351
 TR2351                          SUPERSEDED SURVEY CONTROL
 TR2351
 TR2351  NAD 83(1986)-  48 10 52.57036(N)    123 06 36.97859(W) AD(       ) 1
 TR2351  NAD 27      -  48 10 53.23330(N)    123 06 32.34790(W) AD(       ) 1
 TR2351  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 TR2351
 TR2351.Superseded values are not recommended for survey control.
 TR2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2351.See file dsdata.txt to determine how the superseded data were derived.
 TR2351
 TR2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9180336454(NAD 83)
 TR2351_MARKER: Z = SEE DESCRIPTION
 TR2351_SETTING: 0 = UNSPECIFIED SETTING
 TR2351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2351+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2000
 TR2351
 TR2351  HISTORY     - Date     Condition        Report By
 TR2351  HISTORY     - 1942     MONUMENTED       CGS
 TR2351  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR2351  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR2351  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR2351  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TR2351  HISTORY     - 20001026 GOOD             USPSQD
 TR2351
 TR2351                          STATION DESCRIPTION
 TR2351
 TR2351'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GCM)
 TR2351'STATION IS LOCATED ON DUNGENESS SPIT, 53 METERS DUE S OF CENTER OF
 TR2351'LIGHTHOUSE, ABOUT 28 METERS S OF FENCE SURROUNDING LIGHTHOUSE.
 TR2351'
 TR2351'STATION MARK IS A BRONZE STATION DISK, STAMPED DUNGEN 1942, AND
 TR2351'SET IN THE TOP OF AN 8-INCH BY 8-INCH BY 3-1/2-FOOT CONCRETE POST
 TR2351'PROJECTING 4 INCHES.
 TR2351'
 TR2351'REFERENCE MARK 1 IS LOCATED ON S SIDE OF FENCE LINE, N BY E OF THE
 TR2351'STATION.  IT IS A BRONZE REFERENCE DISK, STAMPED DUNGEN 1942, AND SET
 TR2351'IN THE TOP OF AN 8-INCH BY 8-INCH BY 3-1/2-FOOT CONCRETE POST
 TR2351'PROJECTING 4 INCHES.
 TR2351'
 TR2351'REFERENCE MARK 2 IS LOCATED ON W FENCE LINE, DUE W OF STATION.  IT IS
 TR2351'A BRONZE REFERENCE DISK, STAMPED DUNGEN 1942, AND SET IN THE TOP
 TR2351'OF AN 8-INCH BY 8-INCH BY 3-1/2-FOOT CONCRETE POST PROJECTING 4
 TR2351'INCHES.
 TR2351'
 TR2351'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN CONCRETE.  IT IS LOCATED
 TR2351'ABOUT 0.4 MILE E ON END OF SPIT, 50 METERS W OF MEAN HIGH-WATER
 TR2351'LINE, AND PROJECTS 4 INCHES ABOVE SAND.
 TR2351
 TR2351                          STATION RECOVERY (1955)
 TR2351
 TR2351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 TR2351'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION
 TR2351'WITH THE FOLLOWING EXCEPTIONS.  THERE WAS A DISCREPANCY IN THE
 TR2351'DISTANCE BETWEEN THE STATION MARK AND REFERENCE MARK 2 AS MEASURED
 TR2351'IN 1942 AND 1955.  THE AZIMUTH MARK WAS NOT FOUND AND BELIEVED TO
 TR2351'HAVE BEEN DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED AND A
 TR2351'DESCRIPTION FOLLOWS.
 TR2351'
 TR2351'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUNGEN 1942 1955.  IT IS
 TR2351'WELDED TO THE TOP OF A 2-INCH SOIL PIPE THAT IS SET IN THE GROUND
 TR2351'AND PROJECTS 6 INCHES.  IT IS 50 PACES WEST NORTHWEST OF A BOAT
 TR2351'HOUSE, 100 FEET NORTH OF THE WATER LINE, 3 FEET SOUTHWEST OF A
 TR2351'WITNESS POST, JUST EAST OF A LARGE LOG PILE WHERE THE SPIT NARROWS
 TR2351'AND ABOUT 0.2 MILE WEST OF THE STATION.
 TR2351
 TR2351                          STATION RECOVERY (1962)
 TR2351
 TR2351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TR2351'THE STATION MARK, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE
 TR2351'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1
 TR2351'HAD BEEN DESTROYED.
 TR2351'
 TR2351'A NEW DESCRIPTION FOLLOWS--
 TR2351'
 TR2351'THE STATION IS LOCATED ON THE EAST END OF DUNGENESS SPIT.
 TR2351'
 TR2351'TO REACH THE STATION FROM THE INTERSECTION OF SEQUIM AVENUE AND
 TR2351'WASHINGTON STREET IN SEQUIM, GO NORTH ON SEQUIM AVENUE FOR 4.9 MILES
 TR2351'TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.25 MILE TO A T INTERSECTION,
 TR2351'TURN RIGHT AND GO 0.55 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 TR2351'0.5 MILE TO A Y FORK, KEEP RIGHT FORK AND GO 0.3 MILE TO A SIDE ROAD
 TR2351'RIGHT, TURN RIGHT AND GO 0.7 MILE TO A CROSSROADS, TURN LEFT AND GO
 TR2351'0.8 MILE TO A LOCKED GATE.  ENTRANCE THROUGH GATE MAY BE OBTAINED BY
 TR2351'CALLING THE LIGHTHOUSE (MUR-DOCK 3-5544) AND SOMEONE WILL MEET YOU
 TR2351'AT THE GATE.  FROM THIS POINT A 4 WHEEL DRIVE VEHICLE IS NEEDED.
 TR2351'FROM THE GATE FOLLOW TRACK ROAD EAST ALONG SPIT FOR 3.9 MILES TO THE
 TR2351'EAST END OF SPIT AND THE STATION ON THE SOUTH SIDE OF LIGHTHOUSE.
 TR2351'
 TR2351'THE STATION MARK IS A STANDARD DISK STAMPED DUNGEN 1942, SET IN
 TR2351'THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 TR2351'THE GROUND.  IT IS 174.7 FEET SOUTH OF THE CENTER OF LIGHTHOUSE
 TR2351'AND 4.4 FEET NORTHEAST OF WITNESS POST.
 TR2351'
 TR2351'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUNGEN NO 2 1942, SET IN
 TR2351'THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 TR2351'INCHES.  IT IS 145 FEET SOUTH OF THE SOUTHWEST FENCE CORNER AND
 TR2351'70.3 FEET SOUTHWEST OF WITNESS POST.
 TR2351'
 TR2351'REFERENCE MARK 3 IS A STANDARD U.S.C. AND G.S. BENCH MARK STAMPED 3
 TR2351'1926, CEMENTED IN A DRILL HOLE IN THE TOP OF A ROUND, CONCRETE
 TR2351'WATER STORAGE TANK THAT PROJECTS 30 INCHES.  IT IS 49 FEET NORTH OF
 TR2351'AN EAST-WEST FENCE, 25 FEET WEST OF THE WEST SIDE OF LIGHTHOUSE
 TR2351'AND 11.5 FEET EAST OF A NORTH-SOUTH FENCE.
 TR2351'
 TR2351'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUNGEN 1942 1955,
 TR2351'PROJECTING 4 INCHES AND IS BRAZED TO THE TOP OF AN IRON SOIL PIPE.
 TR2351'IT IS 166 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL BOATHOUSE.
 TR2351'
 TR2351'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON TRACK ROAD
 TR2351'FOR 0.2 MILE TO THE AZIMUTH MARK JUST WEST OF THE BOATHOUSE.
 TR2351
 TR2351                          STATION RECOVERY (1966)
 TR2351
 TR2351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR2351'THE STATION, REFERENCE MARK 2, BENCH MARK 3 AND THE AZIMUTH MARK
 TR2351'(1955) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY N.E.S. IN
 TR2351'1962.
 TR2351'
 TR2351'THE STATION WAS REACHED BY BOAT, LANDING ON THE SAND SPIT SOUTH OF
 TR2351'THE LIGHTHOUSE.
 TR2351
 TR2351                          STATION RECOVERY (1976)
 TR2351
 TR2351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 TR2351'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS NO. 2 AND NO. 3,
 TR2351'(R.M. 3 LABELED BENCH MARK 3 IN 1962 RECOVERY NOTE), WERE RECOVERED
 TR2351'IN GOOD CONDITION.  MEASUREMENT TO R.M. 2 MEASURES .007 METER
 TR2351'LONGER AND TO R.M. 3, .058 METER LONGER THAN THE 1962 MEASUREMENTS.
 TR2351'ANGLES CHECK WITHIN REASON.  1976 MEASUREMENTS WERE MADE WITH A
 TR2351'30-METER STEEL TAPE USING 5 KG. TENSION AND TEMPERATURE AT ABOUT 50
 TR2351'DEGREES F.
 TR2351'
 TR2351'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH OF SEQUIM AND 174
 TR2351'FEET SOUTH OF THE LIGHTHOUSE ON THE EASTERN END OF DUNGENESS SPIT.
 TR2351'
 TR2351'STATION IS BEST REACHED BY BOAT, BUT AT LOW TIDE, IT IS POSSIBLE TO
 TR2351'DRIVE ALONG THE SAND SPIT WITH A FOUR-WHEEL DRIVE VEHICLE.  (SEE
 TR2351'RECOVERY NOTE FOR TRIANGULATION STATION BLUFF, WHICH IS LOCATED AT
 TR2351'THE POINT WHERE THIS SAND SPIT JOINS THE MAINLAND, FOR DIRECTIONS TO
 TR2351'REACH.)
 TR2351'
 TR2351'THE STATION MARK, STAMPED DUNGEN 1942, IS A STANDARD DISK SET IN A
 TR2351'SQUARE CONCRETE POST FLUSH WITH THE GROUND, 174 FEET SOUTH OF THE
 TR2351'LIGHTHOUSE, 20 FEET WEST OF THE PROJECTED EAST SIDE AND 20 FEET EAST
 TR2351'OF THE PROJECTED WEST SIDE OF THE LIGHTHOUSE BUILDING.
 TR2351'
 TR2351'REFERENCE MARK NO. 2, STAMPED DUNGEN NO 2 1942, IS A STANDARD DISK
 TR2351'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 145
 TR2351'FEET SOUTH OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE LIGHTHOUSE
 TR2351'AND 54 FEET WEST OF THE WEST SIDE OF THE LIGHTHOUSE BUILDING,
 TR2351'PROJECTED.
 TR2351'
 TR2351'REFERENCE MARK NO. 3 IS A BENCH MARK DISK STAMPED 3 1926, SET IN
 TR2351'THE TOP OF A LARGE, ROUND CONCRETE TANK WHICH PROJECTS 30 INCHES
 TR2351'ABOVE GROUND.  IT IS INSIDE THE FENCE AROUND THE LIGHTHOUSE, 49
 TR2351'FEET NORTH OF AND 11.5 FEET EAST OF THE FENCE.  AND 25 FEET WEST OF
 TR2351'THE WEST SIDE OF THE LIGHTHOUSE BUILDING.
 TR2351'
 TR2351'THE AZIMUTH MARK, STAMPED DUNGEN 1942 1955, IS A STANDARD DISK SET IN
 TR2351'AN IRON SOIL PIPE WHICH PROJECTS 4 INCHES.  IT IS ABOUT 0.2 MILE WEST
 TR2351'OF THE STATION, 166 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 TR2351'BOATHOUSE, 25 FEET SOUTH OF THE PROJECTED SOUTH SIDE OF THE
 TR2351'BOATHOUSE, 50 FEET SOUTH OF THE HIGH WATER LINE AND 30 FEET NORTH OF
 TR2351'THE HIGH WATER LINE ON THE 80-FOOT WIDE SAND SPIT.
 TR2351'
 TR2351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 6-1/2 MILES NORTH
 TR2351'OF SEQUIM.
 TR2351
 TR2351                          STATION RECOVERY (2000)
 TR2351
 TR2351'RECOVERY NOTE BY US POWER SQUADRON 2000 (NM)
 TR2351'LOCATED AT NE CORNER OF U.S. COAST GUARD HELIPAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2350 ***********************************************************************
 TR2350  DESIGNATION -  DUNGENESS 1856
 TR2350  PID         -  TR2350
 TR2350  STATE/COUNTY-  WA/CLALLAM
 TR2350  USGS QUAD   -  DUNGENESS (1979)
 TR2350
 TR2350                         *CURRENT SURVEY CONTROL
 TR2350  ___________________________________________________________________
 TR2350* NAD 83(1991)-  48 10 54.97230(N)    123 06 47.58393(W)     ADJUSTED  
 TR2350* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2350  ___________________________________________________________________
 TR2350  LAPLACE CORR-         -10.44  (seconds)                    DEFLEC99
 TR2350  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 TR2350
 TR2350  HORZ ORDER  -  THIRD
 TR2350
 TR2350.The horizontal coordinates were established by classical geodetic methods
 TR2350.and adjusted by the National Geodetic Survey in December 1991..
 TR2350
 TR2350.The orthometric height was scaled from a topographic map.
 TR2350
 TR2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2350
 TR2350.The geoid height was determined by GEOID03.
 TR2350
 TR2350;                    North         East     Units Scale Factor Converg.
 TR2350;SPC WA N     -   133,921.752   330,496.371   MT  0.99994288   -1 41 50.7
 TR2350;SPC WA N     -   439,374.95  1,084,303.51   sFT  0.99994288   -1 41 50.7
 TR2350;UTM  10      - 5,336,528.257   491,584.203   MT  0.99960087   -0 05 03.8
 TR2350
 TR2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2350!SPC WA N     -   1.00000280  x   0.99994288  =   0.99994568
 TR2350!UTM  10      -   1.00000280  x   0.99960087  =   0.99960367
 TR2350
 TR2350|---------------------------------------------------------------------|
 TR2350| PID    Reference Object                     Distance      Geod. Az  |
 TR2350|                                                           dddmmss.s |
 TR2350| TR2354 NEW DUNGENESS LIGHTHOUSE            222.748 METERS 09529     |
 TR2350| SY1611 SENT                                APPROX.31.1 KM 1845137.5 |
 TR2350| SY1609 PEAK B                              APPROX.31.1 KM 1865758.2 |
 TR2350| SY1639 LONE                                APPROX.27.5 KM 2032604.4 |
 TR2350| TR2413 PEAK E                              APPROX.32.1 KM 2325640.7 |
 TR2350| TR2344 DISCOVERY RESET                     APPROX.28.4 KM 3424440.0 |
 TR2350|---------------------------------------------------------------------|
 TR2350
 TR2350                          SUPERSEDED SURVEY CONTROL
 TR2350
 TR2350  NAD 83(1986)-  48 10 54.97334(N)    123 06 47.59605(W) AD(       ) 3
 TR2350  NAD 27      -  48 10 55.61800(N)    123 06 42.95200(W) AD(       ) 3
 TR2350
 TR2350.Superseded values are not recommended for survey control.
 TR2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2350.See file dsdata.txt to determine how the superseded data were derived.
 TR2350
 TR2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9158436528(NAD 83)
 TR2350
 TR2350  HISTORY     - Date     Condition        Report By
 TR2350  HISTORY     - 1856     MONUMENTED       COASUR
 TR2350  HISTORY     - 1892     SEE DESCRIPTION  CGS
 TR2350  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TR2350
 TR2350                          STATION DESCRIPTION
 TR2350
 TR2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1892
 TR2350'STATION IS NEAR DUNGENESS POINT.  THE STATION IS MARKED BY END OF
 TR2350'COPPER WIRE IN THE CENTER OF A CONCRETE PIER, ABOUT 7 FEET HIGH,
 TR2350'BUILT OVER A BOTTLE BURIED 2 FEET BELOW THE SURFACE OF THE
 TR2350'GROUND.  THE COPPER WIRE EXTENDS VERTICALLY THROUGH THE PIER TO
 TR2350'THE BOTTLE IN THE GROUND.  REFERENCE MARK IS A POST 16 INCHES IN
 TR2350'DIAMETER AND 6 FEET HIGH, 12 FEET DISTANT FROM THE MARK ON LINE
 TR2350'TO NEW DUNGENESS LIGHTHOUSE.
 TR2350
 TR2350                          STATION RECOVERY (1921)
 TR2350
 TR2350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (EWE)
 TR2350'THIS STATION IS NO LONGER IN EXISTENCE.  THE CONCRETE POST 7 FEET
 TR2350'LONG WAS FOUND LEANING BADLY.  IT WAS REMOVED AND A SEARCH WAS MADE
 TR2350'FOR THE UNDERGROUND MARK WHICH WAS A BOTTLE.  THE ONLY THING FOUND
 TR2350'WAS A SMALL PIECE OF GLASS.  THE POST WAS AGAIN SET UP AND USED
 TR2350'AS A REFERENCE MARK FOR THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2348 ***********************************************************************
 TR2348  DESIGNATION -  DUNGENESS 2
 TR2348  PID         -  TR2348
 TR2348  STATE/COUNTY-  WA/CLALLAM
 TR2348  USGS QUAD   -  DUNGENESS (1979)
 TR2348
 TR2348                         *CURRENT SURVEY CONTROL
 TR2348  ___________________________________________________________________
 TR2348* NAD 83(1991)-  48 10 55.11200(N)    123 06 47.09964(W)     ADJUSTED  
 TR2348* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2348  ___________________________________________________________________
 TR2348  LAPLACE CORR-         -10.44  (seconds)                    DEFLEC99
 TR2348  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 TR2348
 TR2348  HORZ ORDER  -  FIRST
 TR2348
 TR2348.The horizontal coordinates were established by classical geodetic methods
 TR2348.and adjusted by the National Geodetic Survey in December 1991..
 TR2348
 TR2348.The orthometric height was scaled from a topographic map.
 TR2348
 TR2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2348
 TR2348.The geoid height was determined by GEOID03.
 TR2348
 TR2348;                    North         East     Units Scale Factor Converg.
 TR2348;SPC WA N     -   133,925.768   330,506.497   MT  0.99994288   -1 41 50.4
 TR2348;SPC WA N     -   439,388.12  1,084,336.73   sFT  0.99994288   -1 41 50.4
 TR2348;UTM  10      - 5,336,532.555   491,594.208   MT  0.99960087   -0 05 03.4
 TR2348
 TR2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2348!SPC WA N     -   1.00000280  x   0.99994288  =   0.99994568
 TR2348!UTM  10      -   1.00000280  x   0.99960087  =   0.99960367
 TR2348
 TR2348|---------------------------------------------------------------------|
 TR2348| PID    Reference Object                     Distance      Geod. Az  |
 TR2348|                                                           dddmmss.s |
 TR2348| TR2354 NEW DUNGENESS LIGHTHOUSE            213.268 METERS 09654     |
 TR2348| TR1747 PROTECTION                          APPROX.15.3 KM 1131046.3 |
 TR2348| CF8657 DUNGENESS 2 RM                       14.910 METERS 15454     |
 TR2348|---------------------------------------------------------------------|
 TR2348
 TR2348                          SUPERSEDED SURVEY CONTROL
 TR2348
 TR2348  NAD 83(1986)-  48 10 55.11209(N)    123 06 47.10519(W) AD(       ) 1
 TR2348  NAD 27      -  48 10 55.78000(N)    123 06 42.44400(W) AD(       ) 1
 TR2348
 TR2348.Superseded values are not recommended for survey control.
 TR2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2348.See file dsdata.txt to determine how the superseded data were derived.
 TR2348
 TR2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9159436533(NAD 83)
 TR2348_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2348_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TR2348
 TR2348  HISTORY     - Date     Condition        Report By
 TR2348  HISTORY     - 1921     MONUMENTED       CGS
 TR2348  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TR2348  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2348
 TR2348                          STATION DESCRIPTION
 TR2348
 TR2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 TR2348'STATION IS LOCATED ON DUNGENESS SPIT NEAR OLD STATION.  BOTTLE OF
 TR2348'WHICH COULD NOT BE RECOVERED.  PIER WAS FOUND LEANING CONSIDERABLE
 TR2348'AND WAS PLUMBED UP AND USED AS A REFERENCE MARK.  STATION IS 30
 TR2348'METERS N FROM THE SMALL WALK AND RAILWAY RUNNING TO THE
 TR2348'LIGHTHOUSE.  THE CONCRETE PIER PROJECTS FIVE FEET ABOVE THE
 TR2348'GROUND.
 TR2348'
 TR2348'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR2348'CONCRETE, AS DESCRIBED IN NOTES 1C AND 11A.
 TR2348
 TR2348                          STATION RECOVERY (1926)
 TR2348
 TR2348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR2348'STATION FOUND AS DESCRIBED EXCEPT THAT THE DISTANCE TO CONCRETE
 TR2348'PIER USED AS REFERENCE MARK, ON BEING MEASURED BY RECOVERING PARTY,
 TR2348'WAS FOUND TO BE 10.95 METERS INSTEAD OF 10.98 METERS.  CONCRETE
 TR2348'PIER FOUND STANDING AND ERECT.
 TR2348
 TR2348                          STATION RECOVERY (1940)
 TR2348
 TR2348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (FBS)
 TR2348'LOST 1940.  CLOSE APPROXIMATION OF THE POSITION OF THE STATION WAS
 TR2348'DETERMINED BY REFERENCE TO NEW DUNGENESS LIGHTHOUSE, AND A HOLE
 TR2348'TEN FEET SQUARE AND FIVE FEET DEEP WAS DUG.  THE MARK COULD NOT BE
 TR2348'FOUND.  SIMILAR HOLES WERE DUG AT THE SITES OF THE REFERENCE
 TR2348'MARKS.
 TR2348'
 TR2348'THE KEEPER AT THE LIGHTHOUSE STATES THAT THE SEA HAS BEEN
 TR2348'COMPLETELY OVER THE SPIT IN THE VICINITY OF THE STATION A NUMBER
 TR2348'OF TIMES SINCE 1921, AND THAT THE MARK WAS UNDOUBTEDLY WASHED
 TR2348'AWAY.
 TR2348'
 TR2348'SEVERAL ROWS OF PILES HAVE BEEN DRIVEN INTO THE SPIT IN AN EFFORT
 TR2348'TO PREVENT THE WASHING OVER OF THE SEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2378 ***********************************************************************
 TR2378  DESIGNATION -  DUNGENESS BAY MEAS MI SW F RNG
 TR2378  PID         -  TR2378
 TR2378  STATE/COUNTY-  WA/CLALLAM
 TR2378  USGS QUAD   -  DUNGENESS (1979)
 TR2378
 TR2378                         *CURRENT SURVEY CONTROL
 TR2378  ___________________________________________________________________
 TR2378* NAD 83(1991)-  48 09 42.34603(N)    123 10 02.72356(W)     ADJUSTED  
 TR2378* NAVD 88     -                                                        
 TR2378  ___________________________________________________________________
 TR2378  LAPLACE CORR-          -8.57  (seconds)                    DEFLEC99
 TR2378  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 TR2378
 TR2378  HORZ ORDER  -  THIRD
 TR2378
 TR2378.The horizontal coordinates were established by classical geodetic methods
 TR2378.and adjusted by the National Geodetic Survey in December 1991..
 TR2378
 TR2378
 TR2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2378
 TR2378.The geoid height was determined by GEOID03.
 TR2378
 TR2378;                    North         East     Units Scale Factor Converg.
 TR2378;SPC WA N     -   131,800.506   326,399.532   MT  0.99994255   -1 44 16.0
 TR2378;SPC WA N     -   432,415.49  1,070,862.46   sFT  0.99994255   -1 44 16.0
 TR2378;UTM  10      - 5,334,293.293   487,550.076   MT  0.99960190   -0 07 29.0
 TR2378
 TR2378                          SUPERSEDED SURVEY CONTROL
 TR2378
 TR2378  NAD 83(1986)-  48 09 42.34490(N)    123 10 02.73117(W) AD(       ) 4
 TR2378  NAD 27      -  48 09 43.00660(N)    123 09 58.08900(W) AD(       ) 3
 TR2378
 TR2378.Superseded values are not recommended for survey control.
 TR2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2378.See file dsdata.txt to determine how the superseded data were derived.
 TR2378
 TR2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8755034293(NAD 83)
 TR2378
 TR2378  HISTORY     - Date     Condition        Report By
 TR2378  HISTORY     - 1966     MONUMENTED       CGS
 TR2378
 TR2378                          STATION DESCRIPTION
 TR2378
 TR2378'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR2378'LOCATED IN DUNGENESS BAY, ABOUT 2-1/4 MILES NORTHWEST OF THE TOWN OF
 TR2378'DUNGENESS, ABOUT 1-1/2 MILES NORTHEAST OF THE SOUTHWEST END OF NEW
 TR2378'DUNGENESS HARBOR AND ABOUT 90 FEET SOUTHEAST OF DUNGENESS SPIT.
 TR2378'
 TR2378'THE STATION IS THE CENTER OF A TALL WOODEN DAYMARK ON A DOLPHIN.
 TR2378'IT IS THE SOUTHWEST FRONT RANGE OF A MEASURED NAUTICAL MILE COURSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2383 ***********************************************************************
 TR2383  DESIGNATION -  DUNGENESS BAY MEAS MI NE F RNG
 TR2383  PID         -  TR2383
 TR2383  STATE/COUNTY-  WA/CLALLAM
 TR2383  USGS QUAD   -  DUNGENESS (1979)
 TR2383
 TR2383                         *CURRENT SURVEY CONTROL
 TR2383  ___________________________________________________________________
 TR2383* NAD 83(1991)-  48 10 25.04799(N)    123 08 46.96093(W)     ADJUSTED  
 TR2383* NAVD 88     -                                                        
 TR2383  ___________________________________________________________________
 TR2383  LAPLACE CORR-          -9.72  (seconds)                    DEFLEC99
 TR2383  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 TR2383
 TR2383  HORZ ORDER  -  THIRD
 TR2383
 TR2383.The horizontal coordinates were established by classical geodetic methods
 TR2383.and adjusted by the National Geodetic Survey in December 1991..
 TR2383
 TR2383
 TR2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2383
 TR2383.The geoid height was determined by GEOID03.
 TR2383
 TR2383;                    North         East     Units Scale Factor Converg.
 TR2383;SPC WA N     -   133,071.514   328,003.951   MT  0.99994272   -1 43 19.6
 TR2383;SPC WA N     -   436,585.46  1,076,126.30   sFT  0.99994272   -1 43 19.6
 TR2383;UTM  10      - 5,335,608.512   489,117.546   MT  0.99960146   -0 06 32.7
 TR2383
 TR2383                          SUPERSEDED SURVEY CONTROL
 TR2383
 TR2383  NAD 83(1986)-  48 10 25.04687(N)    123 08 46.96854(W) AD(       ) 4
 TR2383  NAD 27      -  48 10 25.70930(N)    123 08 42.33020(W) AD(       ) 3
 TR2383
 TR2383.Superseded values are not recommended for survey control.
 TR2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2383.See file dsdata.txt to determine how the superseded data were derived.
 TR2383
 TR2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8911835609(NAD 83)
 TR2383
 TR2383  HISTORY     - Date     Condition        Report By
 TR2383  HISTORY     - 1966     MONUMENTED       CGS
 TR2383
 TR2383                          STATION DESCRIPTION
 TR2383
 TR2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR2383'LOCATED IN DUNGENESS BAY, ABOUT 2-1/4 MILES NORTHWEST OF THE TOWN OF
 TR2383'DUNGENESS, ABOUT 1-3/4 MILES WEST-SOUTHWEST OF NEW DUNGENESS
 TR2383'LIGHTHOUSE AND ABOUT 500 FEET SOUTH OF DUNGENESS SPIT.
 TR2383'
 TR2383'THE STATION IS THE CENTER OF THE TOP OF A TALL WOODEN DAYMARK ON A
 TR2383'DOLPHIN.  IT IS THE NORTHEAST FRONT RANGE OF A MEASURED NAUTICAL MILE
 TR2383'COURSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2388 ***********************************************************************
 TR2388  DESIGNATION -  DUNGENESS BAY MEAS MI SW R RNG
 TR2388  PID         -  TR2388
 TR2388  STATE/COUNTY-  WA/CLALLAM
 TR2388  USGS QUAD   -  DUNGENESS (1979)
 TR2388
 TR2388                         *CURRENT SURVEY CONTROL
 TR2388  ___________________________________________________________________
 TR2388* NAD 83(1991)-  48 09 17.98829(N)    123 09 52.95147(W)     ADJUSTED  
 TR2388* NAVD 88     -                                                        
 TR2388  ___________________________________________________________________
 TR2388  LAPLACE CORR-          -8.51  (seconds)                    DEFLEC99
 TR2388  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 TR2388
 TR2388  HORZ ORDER  -  THIRD
 TR2388
 TR2388.The horizontal coordinates were established by classical geodetic methods
 TR2388.and adjusted by the National Geodetic Survey in December 1991..
 TR2388
 TR2388
 TR2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2388
 TR2388.The geoid height was determined by GEOID03.
 TR2388
 TR2388;                    North         East     Units Scale Factor Converg.
 TR2388;SPC WA N     -   131,042.436   326,578.575   MT  0.99994246   -1 44 08.7
 TR2388;SPC WA N     -   429,928.39  1,071,449.87   sFT  0.99994246   -1 44 08.7
 TR2388;UTM  10      - 5,333,540.819   487,750.319   MT  0.99960184   -0 07 21.7
 TR2388
 TR2388                          SUPERSEDED SURVEY CONTROL
 TR2388
 TR2388  NAD 83(1986)-  48 09 17.98717(N)    123 09 52.95908(W) AD(       ) 4
 TR2388  NAD 27      -  48 09 18.64990(N)    123 09 48.31810(W) AD(       ) 3
 TR2388
 TR2388.Superseded values are not recommended for survey control.
 TR2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2388.See file dsdata.txt to determine how the superseded data were derived.
 TR2388
 TR2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8775033541(NAD 83)
 TR2388
 TR2388  HISTORY     - Date     Condition        Report By
 TR2388  HISTORY     - 1966     MONUMENTED       CGS
 TR2388
 TR2388                          STATION DESCRIPTION
 TR2388
 TR2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR2388'LOCATED IN DUNGENESS BAY, ABOUT 2 MILES WEST-NORTHWEST OF THE TOWN OF
 TR2388'DUNGENESS AND ABOUT 1 MILE NORTHEAST OF THE SOUTHWEST END OF NEW
 TR2388'DUNGENESS HARBOR.
 TR2388'
 TR2388'THE STATION IS THE CENTER OF THE TOP OF A TALL WOODEN DAYMARK ON A
 TR2388'DOLPHIN.  IT IS THE SOUTHWEST REAR RANGE OF A MEASURED NAUTICAL MILE
 TR2388'COURSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2389 ***********************************************************************
 TR2389  DESIGNATION -  DUNGENESS BAY MEAS MI NE R RNG
 TR2389  PID         -  TR2389
 TR2389  STATE/COUNTY-  WA/CLALLAM
 TR2389  USGS QUAD   -  DUNGENESS (1979)
 TR2389
 TR2389                         *CURRENT SURVEY CONTROL
 TR2389  ___________________________________________________________________
 TR2389* NAD 83(1991)-  48 10 01.00781(N)    123 08 37.32303(W)     ADJUSTED  
 TR2389* NAVD 88     -                                                        
 TR2389  ___________________________________________________________________
 TR2389  LAPLACE CORR-          -9.60  (seconds)                    DEFLEC99
 TR2389  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 TR2389
 TR2389  HORZ ORDER  -  THIRD
 TR2389
 TR2389.The horizontal coordinates were established by classical geodetic methods
 TR2389.and adjusted by the National Geodetic Survey in December 1991..
 TR2389
 TR2389
 TR2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2389
 TR2389.The geoid height was determined by GEOID03.
 TR2389
 TR2389;                    North         East     Units Scale Factor Converg.
 TR2389;SPC WA N     -   132,323.380   328,180.677   MT  0.99994262   -1 43 12.4
 TR2389;SPC WA N     -   434,130.96  1,076,706.10   sFT  0.99994262   -1 43 12.4
 TR2389;UTM  10      - 5,334,865.901   489,315.195   MT  0.99960140   -0 06 25.5
 TR2389
 TR2389                          SUPERSEDED SURVEY CONTROL
 TR2389
 TR2389  NAD 83(1986)-  48 10 01.00671(N)    123 08 37.33066(W) AD(       ) 4
 TR2389  NAD 27      -  48 10 01.66940(N)    123 08 32.69450(W) AD(       ) 3
 TR2389
 TR2389.Superseded values are not recommended for survey control.
 TR2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2389.See file dsdata.txt to determine how the superseded data were derived.
 TR2389
 TR2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8931534866(NAD 83)
 TR2389
 TR2389  HISTORY     - Date     Condition        Report By
 TR2389  HISTORY     - 1966     MONUMENTED       CGS
 TR2389
 TR2389                          STATION DESCRIPTION
 TR2389
 TR2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR2389'LOCATED IN DUNGENESS BAY, ABOUT 1-3/4 MILES SOUTHWEST OF THE NEW
 TR2389'DUNGENESS LIGHTHOUSE, ABOUT 1-3/4 MILES NORTHWEST OF THE TOWN OF
 TR2389'DUNGENESS AND ABOUT 150 YARDS WEST OF THE PORTION OF DUNGENESS SPIT
 TR2389'THAT PROJECTS SOUTHWARD INTO THE BAY.
 TR2389'
 TR2389'THE STATION IS THE CENTER OF THE TOP OF A TALL WOODEN DAYMARK ON A
 TR2389'DOLPHIN.  IT IS THE NORTHEAST REAR RANGE OF A MEASURED NAUTICAL MILE
 TR2389'COURSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2347 ***********************************************************************
 TR2347  DESIGNATION -  DUNGENESS WHARF HOUSE W GABLE
 TR2347  PID         -  TR2347
 TR2347  STATE/COUNTY-  WA/CLALLAM
 TR2347  USGS QUAD   -  DUNGENESS (1979)
 TR2347
 TR2347                         *CURRENT SURVEY CONTROL
 TR2347  ___________________________________________________________________
 TR2347* NAD 83(1991)-  48 09 32.71233(N)    123 06 58.34393(W)     ADJUSTED  
 TR2347* NAVD 88     -                                                        
 TR2347  ___________________________________________________________________
 TR2347  LAPLACE CORR-          -9.90  (seconds)                    DEFLEC99
 TR2347  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 TR2347
 TR2347  HORZ ORDER  -  THIRD
 TR2347
 TR2347.The horizontal coordinates were established by classical geodetic methods
 TR2347.and adjusted by the National Geodetic Survey in December 1991..
 TR2347
 TR2347
 TR2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2347
 TR2347.The geoid height was determined by GEOID03.
 TR2347
 TR2347;                    North         East     Units Scale Factor Converg.
 TR2347;SPC WA N     -   131,388.829   330,198.865   MT  0.99994251   -1 41 58.7
 TR2347;SPC WA N     -   431,064.85  1,083,327.44   sFT  0.99994251   -1 41 58.7
 TR2347;UTM  10      - 5,333,988.832   491,358.192   MT  0.99960092   -0 05 11.7
 TR2347
 TR2347                          SUPERSEDED SURVEY CONTROL
 TR2347
 TR2347  NAD 83(1986)-  48 09 32.71109(N)    123 06 58.35179(W) AD(       ) 4
 TR2347  NAD 27      -  48 09 33.37300(N)    123 06 53.72200(W) AD(       ) 3
 TR2347
 TR2347.Superseded values are not recommended for survey control.
 TR2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2347.See file dsdata.txt to determine how the superseded data were derived.
 TR2347
 TR2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9135833989(NAD 83)
 TR2347
 TR2347  HISTORY     - Date     Condition        Report By
 TR2347  HISTORY     - UNK      MONUMENTED
 TR2347  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR2347
 TR2347                          STATION DESCRIPTION
 TR2347
 TR2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR2347'THE STATION IS LOST.  THERE ARE NO BUILDINGS STANDING ON THE WHARF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0843 ***********************************************************************
 TO0843  DESIGNATION -  DUNN
 TO0843  PID         -  TO0843
 TO0843  STATE/COUNTY-  WA/STEVENS
 TO0843  USGS QUAD   -  DUNN MOUNTAIN (1980)
 TO0843
 TO0843                         *CURRENT SURVEY CONTROL
 TO0843  ___________________________________________________________________
 TO0843* NAD 83(1991)-  48 20 42.27320(N)    117 57 42.80861(W)     ADJUSTED  
 TO0843* NAVD 88     -      1629.     (meters)    5344.     (feet)  SCALED    
 TO0843  ___________________________________________________________________
 TO0843  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 TO0843  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 TO0843
 TO0843  HORZ ORDER  -  FIRST
 TO0843
 TO0843.The horizontal coordinates were established by classical geodetic methods
 TO0843.and adjusted by the National Geodetic Survey in December 1991..
 TO0843
 TO0843.The orthometric height was scaled from a topographic map.
 TO0843
 TO0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0843
 TO0843.The geoid height was determined by GEOID03.
 TO0843
 TO0843;                    North         East     Units Scale Factor Converg.
 TO0843;SPC WA N     -   153,520.404   712,789.464   MT  0.99995010   +2 08 16.2
 TO0843;SPC WA N     -   503,674.86  2,338,543.43   sFT  0.99995010   +2 08 16.2
 TO0843;UTM  11      - 5,355,102.156   428,727.434   MT  0.99966241   -0 43 07.4
 TO0843
 TO0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0843!SPC WA N     -   0.99974748  x   0.99995010  =   0.99969759
 TO0843!UTM  11      -   0.99974748  x   0.99966241  =   0.99940998
 TO0843
 TO0843|---------------------------------------------------------------------|
 TO0843| PID    Reference Object                     Distance      Geod. Az  |
 TO0843|                                                           dddmmss.s |
 TO0843| CF1383 DUNN RM 2                             8.531 METERS 02240     |
 TO0843| TO0831 CHEWELAH                            APPROX.29.7 KM 1025845.0 |
 TO0843| TO0844 DUNN VA 5340                          0.642 METERS 15303     |
 TO0843| CF1382 DUNN RM 1                            22.547 METERS 27111     |
 TO0843|---------------------------------------------------------------------|
 TO0843
 TO0843                          SUPERSEDED SURVEY CONTROL
 TO0843
 TO0843  NAD 83(1986)-  48 20 42.28266(N)    117 57 42.80488(W) AD(       ) 1
 TO0843  NAD 27      -  48 20 42.65600(N)    117 57 38.88100(W) AD(       ) 1
 TO0843
 TO0843.Superseded values are not recommended for survey control.
 TO0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0843.See file dsdata.txt to determine how the superseded data were derived.
 TO0843
 TO0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP2872755102(NAD 83)
 TO0843_MARKER: Z = SEE DESCRIPTION
 TO0843_SETTING: 0 = UNSPECIFIED SETTING
 TO0843
 TO0843  HISTORY     - Date     Condition        Report By
 TO0843  HISTORY     - 1934     MONUMENTED       BOR
 TO0843  HISTORY     - 1936     SEE DESCRIPTION  CGS
 TO0843  HISTORY     - 1946     GOOD             USGS
 TO0843
 TO0843                          STATION DESCRIPTION
 TO0843
 TO0843'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 TO0843'STATION IS ON THE HIGHEST POINT OF DUNN MOUNTAIN, ABOUT 9 MILES
 TO0843'E AND 3 MILES N OF GIFFORD, NEAR CENTER OF THE NE QUARTER OF
 TO0843'SECTION 24, T. 33 N., R. 38 E. OF WILL. MER.
 TO0843'
 TO0843'FROM GIFFORD, DRIVE E ON ADDY ROAD.  AT 11.3 MILES (SUMMIT VALLEY
 TO0843'SCHOOLHOUSE), TAKE LEFT FORK.  50 YARDS FURTHER, TAKE LEFT
 TO0843'FORK.  AT 12.0 MILES TAKE RIGHT FORK.  AT 12.6 MILES, TAKE RIGHT
 TO0843'FORK.  AT 13.3 MILES, PASS MR. DUFFS RANCH.  END OF ROAD AT 13.5
 TO0843'MILES.  FOLLOW SECTION-LINE FENCE 100 YARDS E AND TAKE BLAZED
 TO0843'TRAIL 3/4 MILE NE TO SPRINGS.  FOLLOW BLAZES E STRAIGHT UP HILL
 TO0843'1-1/4 MILES TO TOP OF MOUNTAIN AND STATION.
 TO0843'
 TO0843'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN A
 TO0843'DEPRESSION IN A BOULDER.
 TO0843'
 TO0843'REFERENCE MARK IS A BRONZE REFERENCE DISK SET IN CONCRETE IN
 TO0843'A DEPRESSION IN A BOULDER.
 TO0843'
 TO0843'HEIGHT OF STAND ABOVE STATION MARK - 1.250 METERS.
 TO0843
 TO0843                          STATION RECOVERY (1936)
 TO0843
 TO0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (CP)
 TO0843'STATION IS 5-1/2 MILES W (AIR LINE) OF THE TOWN OF ADDY, AND 12
 TO0843'MILES NW (AIR LINE) OF THE TOWN OF CHEWELAH.  ON A LARGE ROCK
 TO0843'PROJECTING ABOUT 12 FEET ABOVE THE SURFACE OF THE GROUND AND ON
 TO0843'THE HIGHEST POINT OF THE MOUNTAIN THAT IS KNOWN AS DUNN MOUNTAIN.
 TO0843'
 TO0843'THE STATION MARK IS A STANDARD U.S.B.R. TABLET STAMPED DUNN
 TO0843'1934, WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 TO0843'
 TO0843'REFERENCE MARKS ARE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 TO0843'BEDROCK.
 TO0843'
 TO0843'THERE WAS NO SUITABLE PLACE ON THIS TIMBERED MOUNTAIN FOR AN
 TO0843'AZIMUTH MARK.
 TO0843'
 TO0843'STATION REACHED FROM ADDY AS FOLLOWS--TAKE THE GIFFORD ROAD (W)
 TO0843'CROSSING A BRIDGE AND FOLLOW 9.8 MILES TO THE SUMMIT VALLEY
 TO0843'SCHOOLHOUSE, CONTINUE ABOUT 200 FEET AND TURN RIGHT JUST BEFORE
 TO0843'CROSSING A SMALL FILL ON ROAD, GO ABOUT 50 FEET AND THEN TAKE LEFT
 TO0843'FORK, GO 1.3 MILES ON MAIN-TRAVELED ROAD TO A FENCE CORNER, TURN
 TO0843'RIGHT UP FENCE LINE AND GO 0.2 MILE TO END OF TRUCK TRAVEL.
 TO0843'FROM HERE FOLLOW BLAZED TRAIL IN A NORTHERLY DIRECTION TO THE
 TO0843'HIGHEST POINT AND STATION.  A 1-1/2 HOUR PACK.
 TO0843
 TO0843                          STATION RECOVERY (1946)
 TO0843
 TO0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 TO0843'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1357 ***********************************************************************
 TP1357  DESIGNATION -  DUNN
 TP1357  PID         -  TP1357
 TP1357  STATE/COUNTY-  WA/OKANOGAN
 TP1357  USGS QUAD   -  CONCONULLY EAST (1981)
 TP1357
 TP1357                         *CURRENT SURVEY CONTROL
 TP1357  ___________________________________________________________________
 TP1357* NAD 83(1991)-  48 33 53.26449(N)    119 38 47.97284(W)     ADJUSTED  
 TP1357* NAVD 88     -      1071.0    (meters)    3514.     (feet)  VERTCON   
 TP1357  ___________________________________________________________________
 TP1357  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 TP1357  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TP1357
 TP1357  HORZ ORDER  -  THIRD
 TP1357
 TP1357.The horizontal coordinates were established by classical geodetic methods
 TP1357.and adjusted by the National Geodetic Survey in December 1991..
 TP1357
 TP1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1357
 TP1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1357
 TP1357.The geoid height was determined by GEOID03.
 TP1357
 TP1357;                    North         East     Units Scale Factor Converg.
 TP1357;SPC WA N     -   174,657.029   587,579.209   MT  0.99997267   +0 53 00.6
 TP1357;SPC WA N     -   573,020.60  1,927,749.45   sFT  0.99997267   +0 53 00.6
 TP1357;UTM  11      - 5,382,460.107   304,744.250   MT  1.00006842   -1 59 05.4
 TP1357
 TP1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1357!SPC WA N     -   0.99983501  x   0.99997267  =   0.99980769
 TP1357!UTM  11      -   0.99983501  x   1.00006842  =   0.99990342
 TP1357
 TP1357|---------------------------------------------------------------------|
 TP1357| PID    Reference Object                     Distance      Geod. Az  |
 TP1357|                                                           dddmmss.s |
 TP1357| CS4698 DUNN RM 1                            25.829 METERS 00904     |
 TP1357| TP1363 LOUP                                APPROX.12.8 KM 2095601.5 |
 TP1357| CS4697 DUNN RM 2                             6.736 METERS 25700     |
 TP1357|---------------------------------------------------------------------|
 TP1357
 TP1357                          SUPERSEDED SURVEY CONTROL
 TP1357
 TP1357  NAD 83(1986)-  48 33 53.26949(N)    119 38 47.96962(W) AD(       ) 3
 TP1357  NGVD 29 (10/02/90) 1069.7    (m)         3510.     (f) VERT ANG       
 TP1357
 TP1357.Superseded values are not recommended for survey control.
 TP1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1357.See file dsdata.txt to determine how the superseded data were derived.
 TP1357
 TP1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP0474482460(NAD 83)
 TP1357_MARKER: DS = TRIANGULATION STATION DISK
 TP1357_SETTING: 66 = SET IN ROCK OUTCROP
 TP1357_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TP1357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP1357+STABILITY: POSITION/ELEVATION WELL
 TP1357
 TP1357  HISTORY     - Date     Condition        Report By
 TP1357  HISTORY     - 1956     MONUMENTED       USGS
 TP1357
 TP1357                          STATION DESCRIPTION
 TP1357
 TP1357'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1357'LOCATED ABOUT 14.5 MI SW. OF TONASKET, 4.5 MI E. OF CONCONULLY.
 TP1357'ON PARTIALLY-TIMBERED TOP KNOWN LOCALLY AS DUNN MOUNTAIN.
 TP1357'
 TP1357'TO REACH FROM OMAK POST OFFICE, DRIVE N. ON U.S. HWY. 97 FIVE
 TP1357'BLOCKS TO RD. W. AND SIGN CONCONULLY STATE PARK.  TURN LEFT
 TP1357'FOLLOWING PAVED RD. TOWARD CONCONULLY 9.0 MI TO RD. FORKS AT BEND
 TP1357'WITH GRAVEL RD. RIGHT STRAIGHT AHEAD.  TAKE RIGHT FORK FOLLOWING
 TP1357'GRAVEL RD. 0.7 MI TO RD FORKS.  TAKE RIGHT FORK 3.1 MI TO RD.
 TP1357'FORKS.  TAKE LEFT FORK 0.6 MI TO WIRE GATE AND RD. FORKS.  TAKE
 TP1357'LEFT FORK 0.1 MI TO LOCKED WIRE GATE (KEY IN BACK OF FIRST
 TP1357'FENCEPOST LEFT) (4-WHEEL DRIVE FROM THIS POINT), PASS THROUGH
 TP1357'GATE 1.0 MI TO SMALL GRASSY CLEARING.  KEEP LEFT FOLLOWING RD.
 TP1357'UPHILL 0.4 MI TO POINT WHERE STEEP GRADE LEVELS OFF IN LOGGED
 TP1357'CLEARING (JEEP CAN BE DRIVEN FARTHER OVER LAND IF DESIRED).  PACK
 TP1357'UPHILL RIGHT BEARING LEFT OF SMALL ROCKY TOP, CONTINUE TO HIGHEST
 TP1357'POINT OF MOUNTAIN AND STATION ABOUT 9 FT LOWER THAN HIGHEST PART.
 TP1357'ABOUT A 20-MINUTE PACK.
 TP1357'
 TP1357'STATION MARK--STANDARD TABLET STAMPED---DUNN 1956---, CEMENTED IN
 TP1357'DRILL HOLE IN ROCK OUTCROP.
 TP1357'
 TP1357'RM 1--COPPER NAIL (NO WASHER) IN TRIANGLE BLAZE IN 14-INCH PINE
 TP1357'TREE.
 TP1357'
 TP1357'RM 2--COPPER NAIL AND WASHER STAMPED---2---, IN TRIANGLE BLAZE IN
 TP1357'14-INCH FIR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0844 ***********************************************************************
 TO0844  DESIGNATION -  DUNN VA 5340
 TO0844  PID         -  TO0844
 TO0844  STATE/COUNTY-  WA/STEVENS
 TO0844  USGS QUAD   -  DUNN MOUNTAIN (1980)
 TO0844
 TO0844                         *CURRENT SURVEY CONTROL
 TO0844  ___________________________________________________________________
 TO0844* NAD 83(1991)-  48 20 42.25468(N)    117 57 42.79447(W)     ADJUSTED  
 TO0844* NAVD 88     -      1629.     (meters)    5344.     (feet)  SCALED    
 TO0844  ___________________________________________________________________
 TO0844  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 TO0844  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 TO0844
 TO0844  HORZ ORDER  -  SECOND
 TO0844
 TO0844.The horizontal coordinates were established by classical geodetic methods
 TO0844.and adjusted by the National Geodetic Survey in December 1991..
 TO0844
 TO0844.The orthometric height was scaled from a topographic map.
 TO0844
 TO0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0844
 TO0844.The geoid height was determined by GEOID03.
 TO0844
 TO0844;                    North         East     Units Scale Factor Converg.
 TO0844;SPC WA N     -   153,519.843   712,789.777   MT  0.99995010   +2 08 16.3
 TO0844;SPC WA N     -   503,673.02  2,338,544.46   sFT  0.99995010   +2 08 16.3
 TO0844;UTM  11      - 5,355,101.580   428,727.717   MT  0.99966241   -0 43 07.4
 TO0844
 TO0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0844!SPC WA N     -   0.99974748  x   0.99995010  =   0.99969759
 TO0844!UTM  11      -   0.99974748  x   0.99966241  =   0.99940998
 TO0844
 TO0844|---------------------------------------------------------------------|
 TO0844| PID    Reference Object                     Distance      Geod. Az  |
 TO0844|                                                           dddmmss.s |
 TO0844| CF1383 DUNN RM 2                             8.531 METERS 02240     |
 TO0844| TO0839 STENSGAR                            APPROX.18.3 KM 1863353.8 |
 TO0844| CF1382 DUNN RM 1                            22.547 METERS 27111     |
 TO0844|---------------------------------------------------------------------|
 TO0844
 TO0844                          SUPERSEDED SURVEY CONTROL
 TO0844
 TO0844  NAD 83(1986)-  48 20 42.26414(N)    117 57 42.79075(W) AD(       ) 2
 TO0844  NAD 27      -  48 20 42.63700(N)    117 57 38.86700(W) AD(       ) 2
 TO0844
 TO0844.Superseded values are not recommended for survey control.
 TO0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0844.See file dsdata.txt to determine how the superseded data were derived.
 TO0844
 TO0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP2872855102(NAD 83)
 TO0844
 TO0844  HISTORY     - Date     Condition        Report By
 TO0844  HISTORY     - 1934     MONUMENTED       USGS
 TO0844
 TO0844                          STATION DESCRIPTION
 TO0844
 TO0844'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 TO0844'SEE STATION DUNN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0741 ***********************************************************************
 SY0741  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0741  DESIGNATION -  DUP
 SY0741  PID         -  SY0741
 SY0741  STATE/COUNTY-  WA/PIERCE
 SY0741  USGS QUAD   -  NISQUALLY (1994)
 SY0741
 SY0741                         *CURRENT SURVEY CONTROL
 SY0741  ___________________________________________________________________
 SY0741* NAD 83(1991)-  47 07 07.85049(N)    122 39 52.37315(W)     ADJUSTED  
 SY0741* NAVD 88     -        14.812  (meters)      48.60   (feet)  ADJUSTED  
 SY0741  ___________________________________________________________________
 SY0741  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 SY0741  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 SY0741  DYNAMIC HT  -          14.814 (meters)      48.60  (feet)  COMP
 SY0741  MODELED GRAV-     980,753.0   (mgal)                       NAVD 88
 SY0741
 SY0741  HORZ ORDER  -  SECOND
 SY0741  VERT ORDER  -  FIRST     CLASS I
 SY0741
 SY0741.The horizontal coordinates were established by classical geodetic methods
 SY0741.and adjusted by the National Geodetic Survey in December 1991..
 SY0741
 SY0741.The orthometric height was determined by differential leveling
 SY0741.and adjusted by the National Geodetic Survey in June 1991..
 SY0741.WARNING-Repeat measurements at this control monument indicate possible
 SY0741.vertical movement.
 SY0741
 SY0741.This Tidal Bench Mark is designated as VM 9183
 SY0741.by the Center for Operational Oceanographic Products and Services.
 SY0741
 SY0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0741
 SY0741.The geoid height was determined by GEOID03.
 SY0741
 SY0741.The dynamic height is computed by dividing the NAVD 88
 SY0741.geopotential number by the normal gravity value computed on the
 SY0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0741.degrees latitude (g = 980.6199 gals.).
 SY0741
 SY0741.The modeled gravity was interpolated from observed gravity values.
 SY0741
 SY0741;                    North         East     Units Scale Factor Converg.
 SY0741;SPC WA S     -   200,718.602   335,766.055   MT  0.99995800   -1 34 20.3
 SY0741;SPC WA S     -   658,524.28  1,101,592.47   sFT  0.99995800   -1 34 20.3
 SY0741;UTM  10      - 5,218,425.908   525,446.307   MT  0.99960796   +0 14 44.9
 SY0741
 SY0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0741!SPC WA S     -   1.00000118  x   0.99995800  =   0.99995918
 SY0741!UTM  10      -   1.00000118  x   0.99960796  =   0.99960914
 SY0741
 SY0741|---------------------------------------------------------------------|
 SY0741| PID    Reference Object                     Distance      Geod. Az  |
 SY0741|                                                           dddmmss.s |
 SY0741| SY0742 DUP RM 1                             10.306 METERS 12834     |
 SY0741| SY0743 DUP RM 2                             11.474 METERS 21928     |
 SY0741| SY3060 LYLE PT LT 2                        APPROX. 2.7 KM 2802608.5 |
 SY0741| SY3065 LYLE                                APPROX. 2.5 KM 2985759.9 |
 SY0741|---------------------------------------------------------------------|
 SY0741
 SY0741                          SUPERSEDED SURVEY CONTROL
 SY0741
 SY0741  NAD 83(1986)-  47 07 07.84536(N)    122 39 52.38255(W) AD(       ) 2
 SY0741  NAD 27      -  47 07 08.48400(N)    122 39 47.93300(W) AD(       ) 2
 SY0741  NGVD 29 (??/??/??)   13.765  (m)           45.16   (f) ADJUSTED    1 1
 SY0741
 SY0741.Superseded values are not recommended for survey control.
 SY0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0741.See file dsdata.txt to determine how the superseded data were derived.
 SY0741
 SY0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2544618426(NAD 83)
 SY0741_MARKER: DS = TRIANGULATION STATION DISK
 SY0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0741_STAMPING: 44.987 DUP 1924
 SY0741_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0741+STABILITY: SURFACE MOTION
 SY0741
 SY0741  HISTORY     - Date     Condition        Report By
 SY0741  HISTORY     - 1924     MONUMENTED       CGS
 SY0741  HISTORY     - 1935     GOOD             CGS
 SY0741  HISTORY     - 1941     GOOD             CGS
 SY0741  HISTORY     - 1944     GOOD             CGS
 SY0741  HISTORY     - 1952     GOOD             CGS
 SY0741  HISTORY     - 1958     GOOD             DMA
 SY0741  HISTORY     - 1966     GOOD             CGS
 SY0741  HISTORY     - 1973     GOOD             NGS
 SY0741  HISTORY     - 1973     GOOD             NGS
 SY0741  HISTORY     - 1977     GOOD             NGS
 SY0741  HISTORY     - 1979     GOOD             WAA
 SY0741  HISTORY     - 1979     GOOD             NGS
 SY0741  HISTORY     - 1979     GOOD             NGS
 SY0741  HISTORY     - 1980     GOOD             NOS
 SY0741
 SY0741                          STATION DESCRIPTION
 SY0741
 SY0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY0741'STATION IS ON THE MAINLAND ON THE S SIDE OF THE SOUND AT THE DUPONT
 SY0741'POWDER WORKS.  IT IS ALONG THE NORTHERN PACIFIC RAILWAY TRACKS AND
 SY0741'ABOUT 200 YARDS N OF THE DUPONT POWDER WORKS DOCKS.  THE STATION IS
 SY0741'ABOUT 50 FEET FROM THE OUTSIDE RAIL OF THE RAILROAD.  THE STATION
 SY0741'IS DIRECTLY OPPOSITE LYLE POINT ON ANDERSON ISLAND.
 SY0741'
 SY0741'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY0741'CONCRETE.
 SY0741'
 SY0741'REFERENCE MARK NO.1 IS DIRECTLY INSHORE OF THE STATION AND ABOUT
 SY0741'6 FEET FROM THE OUTSIDE RAIL OF THE TRACK.  REFERENCE MARK NO.2
 SY0741'IS ALONG THE BANK AND TOWARDS THE DUPONT PLANT.
 SY0741'
 SY0741'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY0741
 SY0741                          STATION RECOVERY (1935)
 SY0741
 SY0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY0741'STATION AND TWO REFERENCE MARKS RECOVERED.  THE SIZE OF THE
 SY0741'STATION MONUMENT WAS INCREASED.
 SY0741'
 SY0741'ORIGINAL DESCRIPTION CORRECT.  RECOVERY EASY.
 SY0741
 SY0741                          STATION RECOVERY (1941)
 SY0741
 SY0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (SMS)
 SY0741'ORIGINAL DESCRIPTION--STATION IS ON THE MAINLAND ON THE SOUTH SIDE
 SY0741'OF THE SOUND AT THE DUPONT POWDER WORKS.  IT IS ALONG THE
 SY0741'N.P. RAILROAD TRACKS AND ABOUT 200 YARDS N OF THE DUPONT POWDER
 SY0741'WORKS DOCKS.  THE STATION IS ABOUT 50 FEET FROM THE OUTSIDE RAIL
 SY0741'OF THE TRACK.  THE STATION IS DIRECTLY OPPOSITE LYLE POINT ON
 SY0741'ANDERSON ISLAND.  STATION AND REFERENCE MARKS ARE STANDARD DISKS
 SY0741'SET IN CONCRETE.  R. M. 1 IS
 SY0741'DIRECTLY INSHORE FROM THE STATION AND ABOUT 6 FEET FROM THE
 SY0741'OUTSIDE RAIL OF THE TRACK.  R.M. 2 IS ALONG THE BANK AND
 SY0741'TOWARD THE DUPONT PLANT.
 SY0741'
 SY0741'STATION WAS RECOVERED AS DESCRIBED BY ABOVE PARTY.
 SY0741
 SY0741                          STATION RECOVERY (1944)
 SY0741
 SY0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (WEN)
 SY0741'TAKEN FROM A LETTER DATED NOVEMBER 30, 1944, FROM THE SUPERVISOR,
 SY0741'NORTHWESTERN DISTRICT, 400 INSURANCE BUILDING, SEATTLE 4,
 SY0741'WASHINGTON--
 SY0741'
 SY0741'BOTH THE STATION MARK AND REFERENCE MARK 2 WERE FOUND AS
 SY0741'DESCRIBED AND ARE IN GOOD CONDITION.
 SY0741'
 SY0741'SEARCH WAS MADE FOR REFERENCE MARK DUP NO. 1 1924, BUT IT COULD
 SY0741'NOT BE FOUND.
 SY0741'
 SY0741'STATION IS STATION MARK DISK, STAMPED DUP 1924 44.987.
 SY0741'
 SY0741'REFERENCE MARK IS REFERENCE MARK DISK, STAMPED DUP NO 2 1924
 SY0741'45.581.
 SY0741
 SY0741                          STATION RECOVERY (1952)
 SY0741
 SY0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 SY0741'STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 SY0741'CONDITION.  MARKS WERE REMEASURED.  STATION WAS NOT OCCUPIED.  A
 SY0741'REVISED DESCRIPTION FOLLOWS--
 SY0741'
 SY0741'STATION IS LOCATED ON THE MAINLAND, E OF LYLE POINT ON ANDERSON
 SY0741'ISLAND, ABOUT 200 YARDS N OF THE DUPONT POWDER WORKS DOCK, ABOUT
 SY0741'40 FEET ABOVE THE BEACH, 43.6 FEET W OF THE W RAIL OF THE RAILROAD
 SY0741'TRACK, 4-1/2 RAILS N OF A SWITCH BOX, AND 8-1/2 RAILS S OF
 SY0741'MILEPOST 70.  STATION MARK IS A STANDARD TRIANGULATION-STATION
 SY0741'DISK, STAMPED DUP 1924 44.987 SET IN A 12-INCH SQUARE CONCRETE
 SY0741'MASS WHICH PROJECTS 4 INCHES FROM THE GROUND.
 SY0741'
 SY0741'REFERENCE MARK 1 IS 10.3 FEET W OF THE W RAIL.  IT IS A STANDARD
 SY0741'REFERENCE-MARK DISK, STAMPED DUP NO 1 1924 44.505 SET IN A 7-INCH
 SY0741'SQUARE CONCRETE MASS FLUSH WITH THE GROUND.
 SY0741'
 SY0741'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 SY0741'DUP NO 2 1924 45.581 SET IN A 7-INCH SQUARE CONCRETE MASS WHICH
 SY0741'PROJECTS 4 INCHES ABOVE THE GROUND.
 SY0741'
 SY0741'HORIZONTAL DISTANCE FROM R.M. 1 TO R.M. 2 (IN 1952) WAS 15.307
 SY0741'METERS (50.22 FEET.)
 SY0741
 SY0741                          STATION RECOVERY (1958)
 SY0741
 SY0741'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY0741'RECOVERED AS DESCRIBED IN GOOD CONDITION.  MARK PROJECTS 0.3
 SY0741'FT. ABOVE THE SURFACE OF THE GROUND AND IS 53 FT. NW OF THE CENTER
 SY0741'OF THE RAILROAD TRACK.
 SY0741
 SY0741                          STATION RECOVERY (1966)
 SY0741
 SY0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY0741'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION
 SY0741'AS DESCRIBED IN LEVEL LINE 12, WASH. DATED JANUARY 10,
 SY0741'1955.  REFERENCE MARK 1 WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 SY0741
 SY0741                          STATION RECOVERY (1973)
 SY0741
 SY0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SY0741'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 SY0741'CONDITION.  LOCATED ABOUT 2 MILES NORTHWEST OF THE TOWN OF DU PONT,
 SY0741'ABOUT 300 YARDS NORTHEAST OF THE MOUTH OF SEQUALITCHEW CREEK,
 SY0741'ABOUT 120 YARDS NORTHEAST OF THE INSHORE END OF THE DUPONT WHARF,
 SY0741'ABOUT 50 FEET WEST OF THE WEST RAIL OF THE TRACKS OF THE
 SY0741'BURLINGTON NORTHERN, ON A BRUSHY BENCH, 45 FEET ABOVE SEA LEVEL.
 SY0741'
 SY0741'THE STATION IS A STANDARD DISK STAMPED DUP 1924 44.987 SET IN THE
 SY0741'TOP OF A 12 INCH SQUARE, CONCRETE MONUMENT, PROJECTING 4 INCHES
 SY0741'ABOVE THE SURFACE OF THE GROUND.
 SY0741'
 SY0741'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUP NO 2 1924 45.581
 SY0741'SET IN THE TOP OF AN 8 INCH SQUARE, CONCRETE MONUMENT, PROJECTING
 SY0741'6 INCHES ABOVE THE SURFACE OF THE GROUND.
 SY0741'
 SY0741'REFERENCE MARK 1 WAS PREVIOUSLY REPORTED AS NOT RECOVERED.
 SY0741'
 SY0741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY0741'2 MILES NW OF DU PONT.
 SY0741
 SY0741                          STATION RECOVERY (1973)
 SY0741
 SY0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0741'5.15 MI S FROM STEILACOOM.
 SY0741'5.15 MILES SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0741'STATION AT STEILACOOM, 12 POLES NORTHEAST OF MILEPOST 21, 200 YARDS
 SY0741'NORTHEAST OF THE DOCK OF THE DUPONT WHARF, 43.3 FEET NORTHWEST OF THE
 SY0741'NORTHWEST RAIL OF THE NORTHWEST MAIN TRACK, 34.3 FEET NORTH OF THE
 SY0741'TWELFTH TELEPHONE POLE NORTH OF MILEPOST 21, 33 1/2 FEET NORTHWEST OF
 SY0741'RM 1, 37 FEET NORTHEAST OF RM 2, 2.1 FEET SOUTHEAST OF A STEEL WITNESS
 SY0741'POST, ABOUT 2 FEET LOWER THAN THE TRACKS, AND SET IN A CONCRETE POST
 SY0741'PROJECTING 0.3 FOOT ABOVE THE GROUND.  1/4, SEC 39, T 19N, R 1E.
 SY0741
 SY0741                          STATION RECOVERY (1977)
 SY0741
 SY0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CA)
 SY0741'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 SY0741'DESCRIBED IN 1924, 1935, AND 1941.  THE DUPONT POWDER COMPANY
 SY0741'FACILITY HAS BEEN PURCHASED BY WEYERHAUSER CORP.
 SY0741'
 SY0741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY0741'5 MILES SW OF STEILACOOM, WASHINGTON.
 SY0741
 SY0741                          STATION RECOVERY (1979)
 SY0741
 SY0741'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1979
 SY0741'DUP 1924 RECOVERED GOOD.
 SY0741'
 SY0741'DUP RM 2 1924 RECOVERED GOOD.
 SY0741'
 SY0741'WALK DOWN HILL FROM DUPONT OR FT. LEWIS BLUFF OR BY BOAT.
 SY0741'
 SY0741'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DUPONT DOCK SO. OF
 SY0741'STEILCOOM.
 SY0741
 SY0741                          STATION RECOVERY (1979)
 SY0741
 SY0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SY0741'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 SY0741'TO BE IN GOOD CONDITION AS DESCRIBED IN 1952. THE ANGLE BETWEEN
 SY0741'THE REFERENCE MARKS COMPARES FAVORABLY WITH THE 1924 DATA,
 SY0741'HOWEVER A GREATER DISTANCE OF 0.086 METERS TO REFERENCE MARK 1
 SY0741'AND A GREATER DISTANCE OF 0.075 METERS TO REFERENCE MARK 2 WERE
 SY0741'NOTED AT THIS DATE. A NEW DESCRIPTION FOLLOWS.
 SY0741'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF DUPONT, 1.5
 SY0741'MILES SOUTHEAST OF LYLE POINT OF ANDERSON ISLAND, ON THE WEST
 SY0741'SIDE OF THE BURLINGTON NORTHERN RAILROAD TRACKS, ABOUT THE SAME
 SY0741'ELEVATION AS THE RAILROAD AND NEAR THE DUPONT WHARF.
 SY0741'
 SY0741'TO REACH THE STATION FROM THE POST OFFICE IN STEILACOOM, GO SOUTH
 SY0741'ON FAYETT STREET FOR 0.2 MILE, TO UNION STREET, TURN LEFT AND GO
 SY0741'SOUTHEAST ON UNION STREET AND CONTINUE ON THE SURFACED ROAD FOR
 SY0741'3.8 MILES TO A SIDEROAD ON THE RIGHT AND THE DUPONT WHARF SIGN,
 SY0741'TURN RIGHT ON THE SIDE ROAD AND GO 0.5 MILE TO A BRIDGE, CONTINUE
 SY0741'WESTERLY ON THE GRAVEL ROAD FOR 1.3 MILES TO A PARKING AREA, PACK
 SY0741'DOWNHILL ON A GOOD TRAIL TO THE RAILROAD TRACKS, TURN RIGHT AND
 SY0741'FOLLOW THE TRACKS TO THE FIFTH TELEPHONE POLE AND THE STATION ON
 SY0741'THE LEFT ON THE BRUSHY BENCH.
 SY0741'
 SY0741'THE STATION IS A STANDARD CGS DISK
 SY0741'STAMPED---DUP 1924---,
 SY0741'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 SY0741'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 SY0741'13.4 METERS (44 FT) WEST FROM THE WEST RAIL OF THE RAILROAD.
 SY0741'0.3 METERS (1 FT) WEST FROM A METAL WITNESS POST.
 SY0741'
 SY0741'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 SY0741'STAMPED---DUP NO 1 1924 44.505---,
 SY0741'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 18 CM ON A SIDE
 SY0741'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 SY0741'1.8 METERS (6 FT) WEST FROM THE WEST RAIL.
 SY0741'MARK IS BELOW STATION 0.2 METER.
 SY0741'
 SY0741'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 SY0741'STAMPED---DUP NO 2 1924 45.581---,
 SY0741'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 18 CM ON A SIDE
 SY0741'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 SY0741'12.5 METERS (41 FT) WEST FROM THE WEST RAIL.
 SY0741'MARK IS ABOVE STATION 0.2 METER.
 SY0741'
 SY0741'HEIGHT OF SIGNAL WAS 2.55 METERS.
 SY0741
 SY0741                          STATION RECOVERY (1979)
 SY0741
 SY0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SY0741'RECOVERED IN GOOD CONDITION.
 SY0741
 SY0741                          STATION RECOVERY (1980)
 SY0741
 SY0741'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY0741'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SY0741'CONDITION AS DESCRIBED EARLIER IN 1980 BY CLN.
 SY0741'
 SY0741'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.10 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0742 ***********************************************************************
 SY0742  DESIGNATION -  DUP RM 1
 SY0742  PID         -  SY0742
 SY0742  STATE/COUNTY-  WA/PIERCE
 SY0742  USGS QUAD   -  NISQUALLY (1994)
 SY0742
 SY0742                         *CURRENT SURVEY CONTROL
 SY0742  ___________________________________________________________________
 SY0742* NAD 83(1986)-  47 07 07.     (N)    122 39 51.     (W)     SCALED    
 SY0742* NAVD 88     -        14.668  (meters)      48.12   (feet)  ADJUSTED  
 SY0742  ___________________________________________________________________
 SY0742  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 SY0742  DYNAMIC HT  -          14.670 (meters)      48.13  (feet)  COMP
 SY0742  MODELED GRAV-     980,752.7   (mgal)                       NAVD 88
 SY0742
 SY0742  VERT ORDER  -  FIRST     CLASS I
 SY0742
 SY0742.The horizontal coordinates were scaled from a topographic map and have
 SY0742.an estimated accuracy of +/- 6 seconds.
 SY0742
 SY0742.The orthometric height was determined by differential leveling
 SY0742.and adjusted by the National Geodetic Survey in June 1991..
 SY0742.WARNING-Repeat measurements at this control monument indicate possible
 SY0742.vertical movement.
 SY0742
 SY0742.The geoid height was determined by GEOID03.
 SY0742
 SY0742.The dynamic height is computed by dividing the NAVD 88
 SY0742.geopotential number by the normal gravity value computed on the
 SY0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0742.degrees latitude (g = 980.6199 gals.).
 SY0742
 SY0742.The modeled gravity was interpolated from observed gravity values.
 SY0742
 SY0742;                    North         East    Units  Estimated Accuracy
 SY0742;SPC WA S     -   200,690.      335,790.      MT  (+/- 180 meters Scaled)
 SY0742
 SY0742                          SUPERSEDED SURVEY CONTROL
 SY0742
 SY0742  NGVD 29 (??/??/??)   13.622  (m)           44.69   (f) ADJUSTED    1 1
 SY0742
 SY0742.Superseded values are not recommended for survey control.
 SY0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0742.See file dsdata.txt to determine how the superseded data were derived.
 SY0742
 SY0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET254184(NAD 83)
 SY0742_MARKER: DR = REFERENCE MARK DISK
 SY0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0742_STAMPING: DUP NO 1 44.505 1924
 SY0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0742+STABILITY: SURFACE MOTION
 SY0742
 SY0742  HISTORY     - Date     Condition        Report By
 SY0742  HISTORY     - 1924     MONUMENTED       CGS
 SY0742  HISTORY     - 1973     GOOD             NGS
 SY0742
 SY0742                          STATION DESCRIPTION
 SY0742
 SY0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0742'5.15 MI S FROM STEILACOOM.
 SY0742'5.15 MILES SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0742'STATION AT STEILACOOM, 12 POLES NORTHEAST OF MILEPOST 21, 200 YARDS
 SY0742'NORTH OF THE DOCK OF THE DUPONT POWDER WORKS, 10.1 FEET NORTHWEST OF
 SY0742'THE NORTHWEST RAIL OF THE NORTHWEST MAIN TRACK, 19.9 FEET NORTHEAST OF
 SY0742'THE TWELFTH TELEPHONE POLE NORTH OF MILEPOST 21, 33 1/2 FEET SOUTHEAST
 SY0742'OF THE DUPONT STATION, 56 1/2 FEET EAST OF R.M. 2, ABOUT 1 1/2 FEET
 SY0742'LOWER THAN THE TRACKS, AND SET IN A CONCRETE POST FLUSH WITH THE
 SY0742'GROUND.  1/4, SEC 39, T 19N, R 1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0743 ***********************************************************************
 SY0743  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0743  DESIGNATION -  DUP RM 2
 SY0743  PID         -  SY0743
 SY0743  STATE/COUNTY-  WA/PIERCE
 SY0743  USGS QUAD   -  NISQUALLY (1994)
 SY0743
 SY0743                         *CURRENT SURVEY CONTROL
 SY0743  ___________________________________________________________________
 SY0743* NAD 83(1986)-  47 07 07.     (N)    122 39 51.     (W)     SCALED    
 SY0743* NAVD 88     -        14.991  (meters)      49.18   (feet)  ADJUSTED  
 SY0743  ___________________________________________________________________
 SY0743  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 SY0743  DYNAMIC HT  -          14.993 (meters)      49.19  (feet)  COMP
 SY0743  MODELED GRAV-     980,752.7   (mgal)                       NAVD 88
 SY0743
 SY0743  VERT ORDER  -  FIRST     CLASS I
 SY0743
 SY0743.The horizontal coordinates were scaled from a topographic map and have
 SY0743.an estimated accuracy of +/- 6 seconds.
 SY0743
 SY0743.The orthometric height was determined by differential leveling
 SY0743.and adjusted by the National Geodetic Survey in June 1991..
 SY0743.WARNING-Repeat measurements at this control monument indicate possible
 SY0743.vertical movement.
 SY0743
 SY0743.This Tidal Bench Mark is designated as VM 9184
 SY0743.by the Center for Operational Oceanographic Products and Services.
 SY0743
 SY0743.The geoid height was determined by GEOID03.
 SY0743
 SY0743.The dynamic height is computed by dividing the NAVD 88
 SY0743.geopotential number by the normal gravity value computed on the
 SY0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0743.degrees latitude (g = 980.6199 gals.).
 SY0743
 SY0743.The modeled gravity was interpolated from observed gravity values.
 SY0743
 SY0743;                    North         East    Units  Estimated Accuracy
 SY0743;SPC WA S     -   200,690.      335,790.      MT  (+/- 180 meters Scaled)
 SY0743
 SY0743                          SUPERSEDED SURVEY CONTROL
 SY0743
 SY0743  NGVD 29 (??/??/??)   13.945  (m)           45.75   (f) ADJUSTED    1 1
 SY0743
 SY0743.Superseded values are not recommended for survey control.
 SY0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0743.See file dsdata.txt to determine how the superseded data were derived.
 SY0743
 SY0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET254184(NAD 83)
 SY0743_MARKER: DR = REFERENCE MARK DISK
 SY0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0743_STAMPING: DUP NO 2 45.581 1924
 SY0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0743+STABILITY: SURFACE MOTION
 SY0743
 SY0743  HISTORY     - Date     Condition        Report By
 SY0743  HISTORY     - 1924     MONUMENTED       CGS
 SY0743  HISTORY     - 1973     GOOD             NGS
 SY0743
 SY0743                          STATION DESCRIPTION
 SY0743
 SY0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0743'5.15 MI S FROM STEILACOOM.
 SY0743'5.15 MILES SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0743'STATION AT STEILACOOM, 12 POLES NORTHEAST OF MILEPOST 21, 200 YARDS
 SY0743'NORTHEAST OF THE DOCK OF THE DUPONT POWDER WORKS, 43 FEET NORTHWEST OF
 SY0743'THE NORTHWEST RAIL OF THE NORTHWEST MAIN TRACK, 34.1 FEET
 SY0743'WEST-NORTHWEST OF THE TWELFTH TELEPHONE POLE NORTHEAST OF MILEPOST 21,
 SY0743'37.0 FEET SOUTHWEST OF THE DUPONT STATION, 56 1/2 FEET WEST OF RM 1,
 SY0743'1.2 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT 1 FOOT LOWER THAN
 SY0743'THE TRACK, AND SET IN A CONCRETE POST WHICH PROJECTS 0.3 FOOT. 1/4,
 SY0743'SEC 39, T 19N, R 1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3245 ***********************************************************************
 SY3245  DESIGNATION -  DUST
 SY3245  PID         -  SY3245
 SY3245  STATE/COUNTY-  WA/THURSTON
 SY3245  USGS QUAD   -  TUMWATER (1994)
 SY3245
 SY3245                         *CURRENT SURVEY CONTROL
 SY3245  ___________________________________________________________________
 SY3245* NAD 83(1991)-  47 06 14.55836(N)    122 57 46.33769(W)     ADJUSTED  
 SY3245* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3245  ___________________________________________________________________
 SY3245  LAPLACE CORR-          -8.72  (seconds)                    DEFLEC99
 SY3245  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 SY3245
 SY3245  HORZ ORDER  -  THIRD
 SY3245
 SY3245.The horizontal coordinates were established by classical geodetic methods
 SY3245.and adjusted by the National Geodetic Survey in December 1991..
 SY3245
 SY3245.The orthometric height was scaled from a topographic map.
 SY3245
 SY3245.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3245
 SY3245.The geoid height was determined by GEOID03.
 SY3245
 SY3245;                    North         East     Units Scale Factor Converg.
 SY3245;SPC WA S     -   199,737.688   313,086.453   MT  0.99995562   -1 47 20.5
 SY3245;SPC WA S     -   655,306.06  1,027,184.47   sFT  0.99995562   -1 47 20.5
 SY3245;UTM  10      - 5,216,726.915   502,817.225   MT  0.99960010   +0 01 37.9
 SY3245
 SY3245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3245!SPC WA S     -   1.00000322  x   0.99995562  =   0.99995884
 SY3245!UTM  10      -   1.00000322  x   0.99960010  =   0.99960332
 SY3245
 SY3245:                Primary Azimuth Mark                     Grid Az
 SY3245:SPC WA S     -  JACK                                     099 57 21.5
 SY3245:UTM  10      -  JACK                                     098 08 23.1
 SY3245
 SY3245|---------------------------------------------------------------------|
 SY3245| PID    Reference Object                     Distance      Geod. Az  |
 SY3245|                                                           dddmmss.s |
 SY3245| SY3252 JACK                                APPROX. 1.4 KM 0981001.0 |
 SY3245| CE3987 DUST RM 1                            19.540 METERS 26928     |
 SY3245| CE3988 DUST RM 2                             6.180 METERS 33718     |
 SY3245|---------------------------------------------------------------------|
 SY3245
 SY3245                          SUPERSEDED SURVEY CONTROL
 SY3245
 SY3245  NAD 83(1986)-  47 06 14.55641(N)    122 57 46.34670(W) AD(       ) 3
 SY3245  NAD 27      -  47 06 15.21100(N)    122 57 41.83200(W) AD(       ) 3
 SY3245
 SY3245.Superseded values are not recommended for survey control.
 SY3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3245.See file dsdata.txt to determine how the superseded data were derived.
 SY3245
 SY3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0281716727(NAD 83)
 SY3245_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3245_SETTING: 80 = SET IN A BOULDER
 SY3245_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY3245
 SY3245  HISTORY     - Date     Condition        Report By
 SY3245  HISTORY     - 1936     MONUMENTED       CGS
 SY3245
 SY3245                          STATION DESCRIPTION
 SY3245
 SY3245'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3245'STATION IS LOCATED ON NW SIDE OF THE INLET ABOUT 1/2 MILE SW OF
 SY3245'FLAP JACK POINT.
 SY3245'
 SY3245'STATION IS MARKED, AS DESCRIBED IN NOTE 4, BY A STANDARD BRONZE
 SY3245'DISK WEDGED IN A DRILL HOLE IN A 24- BY 30-INCH BOULDER PROJECTING
 SY3245'10 INCHES ABOVE THE LEVEL OF THE BEACH.  THE STATION COVERS ABOUT
 SY3245'2 FEET AT HIGH TIDE.
 SY3245'
 SY3245'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 12C, BY A
 SY3245'STANDARD BRONZE DISK SET IN A 2- BY 4-FOOT BOULDER, PROJECTING 18
 SY3245'INCHES ABOVE THE GROUND AND THE SAME DISTANCE FROM HIGH-WATER LINE
 SY3245'AS THE STATION.
 SY3245'
 SY3245'REFERENCE MARK NO.2 IS MARKED, AS DESCRIBED IN NOTE 11A, BY A
 SY3245'STANDARD BRONZE DISK SET IN A 10-INCH SQUARE CONCRETE POST,
 SY3245'PROJECTING 3 INCHES AND ABOUT 10 FEET FROM THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1692 ***********************************************************************
 RZ1692  DESIGNATION -  DUSTIN
 RZ1692  PID         -  RZ1692
 RZ1692  STATE/COUNTY-  WA/COLUMBIA
 RZ1692  USGS QUAD   -  ROBINETTE MTN (1976)
 RZ1692
 RZ1692                         *CURRENT SURVEY CONTROL
 RZ1692  ___________________________________________________________________
 RZ1692* NAD 83(1991)-  46 13 31.12228(N)    117 59 28.75200(W)     ADJUSTED  
 RZ1692* NAVD 88     -       852.0    (meters)    2795.     (feet)  VERTCON   
 RZ1692  ___________________________________________________________________
 RZ1692  LAPLACE CORR-          14.53  (seconds)                    DEFLEC99
 RZ1692  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 RZ1692
 RZ1692  HORZ ORDER  -  THIRD
 RZ1692
 RZ1692.The horizontal coordinates were established by classical geodetic methods
 RZ1692.and adjusted by the National Geodetic Survey in December 1991..
 RZ1692
 RZ1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1692
 RZ1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1692
 RZ1692.The geoid height was determined by GEOID03.
 RZ1692
 RZ1692;                    North         East     Units Scale Factor Converg.
 RZ1692;SPC WA S     -   102,220.288   693,494.979   MT  0.99993420   +1 49 20.3
 RZ1692;SPC WA S     -   335,367.73  2,275,241.44   sFT  0.99993420   +1 49 20.3
 RZ1692;UTM  11      - 5,119,559.224   423,552.119   MT  0.99967184   -0 42 57.0
 RZ1692
 RZ1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1692!SPC WA S     -   0.99986949  x   0.99993420  =   0.99980370
 RZ1692!UTM  11      -   0.99986949  x   0.99967184  =   0.99954138
 RZ1692
 RZ1692|---------------------------------------------------------------------|
 RZ1692| PID    Reference Object                     Distance      Geod. Az  |
 RZ1692|                                                           dddmmss.s |
 RZ1692| CF5208 DUSTIN RM 2                          11.417 METERS 18242     |
 RZ1692| CF5207 DUSTIN AZ MK                                       2332246.2 |
 RZ1692| RZ1691 DUSTIN RM 1                           5.136 METERS 35634     |
 RZ1692|---------------------------------------------------------------------|
 RZ1692
 RZ1692                          SUPERSEDED SURVEY CONTROL
 RZ1692
 RZ1692  NAD 83(1991)-  46 13 31.12350(N)    117 59 28.75268(W) AD(       ) 3
 RZ1692  NAD 83(1986)-  46 13 31.12857(N)    117 59 28.74599(W) AD(       ) 3
 RZ1692  NAD 27      -  46 13 31.62918(N)    117 59 24.98033(W) AD(       ) 3
 RZ1692  NGVD 29 (07/19/86)  851.0    (m)         2792.     (f) VERT ANG       
 RZ1692
 RZ1692.Superseded values are not recommended for survey control.
 RZ1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1692.See file dsdata.txt to determine how the superseded data were derived.
 RZ1692
 RZ1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM2355219559(NAD 83)
 RZ1692_MARKER: DS = TRIANGULATION STATION DISK
 RZ1692_SETTING: 0 = UNSPECIFIED SETTING
 RZ1692
 RZ1692  HISTORY     - Date     Condition        Report By
 RZ1692  HISTORY     - 1964     MONUMENTED       CGS
 RZ1692
 RZ1692                          STATION DESCRIPTION
 RZ1692
 RZ1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 RZ1692'THE STATION IS ABOUT 8 MILES EAST-SOUTHEAST OF WAITSBURG AND 6-1/2
 RZ1692'MILES SOUTH OF DAYTON, ON THE EAST SIDE OF A NORTH-SOUTH FENCE
 RZ1692'LINE IN A CULTIVATED FIELD.
 RZ1692'
 RZ1692'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 410 AND
 RZ1692'STATE HIGHWAY 124 IN THE EAST EDGE OF WAITSBURG, GO EASTERLY ON
 RZ1692'U.S. HIGHWAY 410 FOR 1.5 MILES TO WHERE THE HIGHWAY TURNS LEFT AND
 RZ1692'A PAVED ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE EASTERLY ON
 RZ1692'PAVED ROAD, LEAVING THE HIGHWAY FOR 3.9 MILES TO A FORK.  TAKE
 RZ1692'THE RIGHT FORK, GRAVELED ROAD AND GO SOUTHEASTERLY FOR 3.0 MILES
 RZ1692'TO A SIDE ROAD RIGHT AND AN OLD BARN IN THE SOUTHWEST ANGLE OF
 RZ1692'THE ROADS.  TURN RIGHT AND GO SOUTHWESTERLY ON GRAVELED AND
 RZ1692'GRADED ROAD FOR 1.7 MILES TO A FORK.  TURN SHARP LEFT AND GO
 RZ1692'SOUTHERLY ON GRADED ROAD FOR 0.5 MILE TO A FORK ON TOP OF THE
 RZ1692'RIDGE.  TURN LEFT AND GO EAST ON GRADED ROAD FOR 0.05 MILE TO
 RZ1692'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON GRADED ROAD FOR
 RZ1692'0.2 MILE TO A WIRE GATE AND FENCE LINE ON THE LEFT.  TURN LEFT
 RZ1692'AND GO NORTH ALONG THE EAST SIDE OF A WIRE FENCE FOR 0.1 MILE
 RZ1692'TO THE TOP OF THE HILL AND THE STATION.
 RZ1692'
 RZ1692'STATION MARK IS A STANDARD DISK, STAMPED DUSTIN 1964, BRAZED TO
 RZ1692'THE TOP OF A 2 INCH IRON PIPE PROJECTING 5 INCHES.  IT IS 4 FEET
 RZ1692'WEST OF A WITNESS POST AND 2.2 FEET EAST OF A FENCE LINE.
 RZ1692'
 RZ1692'DUSTIN (USGS) RM 1 IS A USGS REFERENCE MARK DISK, STAMPED DUSTIN
 RZ1692'NO 1 1936, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST FLUSH
 RZ1692'WITH THE GROUND SURFACE.  IT IS 17.6 FEET NORTH-NORTHWEST OF THE
 RZ1692'WITNESS POST, 1 FOOT EAST OF THE FENCE LINE AND ABOUT 1 FOOT
 RZ1692'LOWER THAN THE STATION.
 RZ1692'
 RZ1692'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUSTIN NO 2 1964,
 RZ1692'BRAZED TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 6 INCHES.  IT
 RZ1692'IS 38 FEET SOUTH OF THE WITNESS POST, 1 FOOT EAST OF THE FENCE
 RZ1692'LINE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 RZ1692'
 RZ1692'AZIMUTH MARK IS A STANDARD DISK, STAMPED DUSTIN 1964, SET IN
 RZ1692'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 RZ1692'IS 29 FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD, 1.5 FEET
 RZ1692'EAST-SOUTHEAST OF A WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1691 ***********************************************************************
 RZ1691  DESIGNATION -  DUSTIN RM 1
 RZ1691  PID         -  RZ1691
 RZ1691  STATE/COUNTY-  WA/COLUMBIA
 RZ1691  USGS QUAD   -  ROBINETTE MTN (1976)
 RZ1691
 RZ1691                         *CURRENT SURVEY CONTROL
 RZ1691  ___________________________________________________________________
 RZ1691* NAD 83(1991)-  46 13 31.28833(N)    117 59 28.76635(W)     ADJUSTED  
 RZ1691* NAVD 88     -       852.     (meters)    2795.     (feet)  SCALED    
 RZ1691  ___________________________________________________________________
 RZ1691  LAPLACE CORR-          14.53  (seconds)                    DEFLEC99
 RZ1691  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 RZ1691
 RZ1691  HORZ ORDER  -  SECOND
 RZ1691
 RZ1691.The horizontal coordinates were established by classical geodetic methods
 RZ1691.and adjusted by the National Geodetic Survey in December 1991..
 RZ1691
 RZ1691.The orthometric height was scaled from a topographic map.
 RZ1691
 RZ1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1691
 RZ1691.The geoid height was determined by GEOID03.
 RZ1691
 RZ1691;                    North         East     Units Scale Factor Converg.
 RZ1691;SPC WA S     -   102,225.402   693,494.509   MT  0.99993420   +1 49 20.3
 RZ1691;SPC WA S     -   335,384.51  2,275,239.90   sFT  0.99993420   +1 49 20.3
 RZ1691;UTM  11      - 5,119,564.353   423,551.876   MT  0.99967184   -0 42 57.0
 RZ1691
 RZ1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1691!SPC WA S     -   0.99986949  x   0.99993420  =   0.99980370
 RZ1691!UTM  11      -   0.99986949  x   0.99967184  =   0.99954138
 RZ1691
 RZ1691                          SUPERSEDED SURVEY CONTROL
 RZ1691
 RZ1691  NAD 83(1991)-  46 13 31.28954(N)    117 59 28.76702(W) AD(       ) 2
 RZ1691  NAD 83(1986)-  46 13 31.29461(N)    117 59 28.76034(W) AD(       ) 2
 RZ1691  NAD 27      -  46 13 31.79522(N)    117 59 24.99467(W) AD(       ) 2
 RZ1691
 RZ1691.Superseded values are not recommended for survey control.
 RZ1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1691.See file dsdata.txt to determine how the superseded data were derived.
 RZ1691
 RZ1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM2355219564(NAD 83)
 RZ1691_MARKER: DR = REFERENCE MARK DISK
 RZ1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1691
 RZ1691  HISTORY     - Date     Condition        Report By
 RZ1691  HISTORY     - 1936     MONUMENTED       CGS
 RZ1691  HISTORY     - 1964     GOOD             CGS
 RZ1691
 RZ1691                          STATION DESCRIPTION
 RZ1691
 RZ1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 RZ1691'THE STATION IS ABOUT 8 MILES EAST-SOUTHEAST OF WAITSBURG AND
 RZ1691'6-1/2 MILES SOUTH OF DAYTON, ON THE EAST SIDE OF A NORTH-SOUTH
 RZ1691'FENCE LINE IN A CULTIVATED FIELD.
 RZ1691'
 RZ1691'THE MARK IS A USGS BRONZE DISK, STAMPED DUSTIN NO 1 1936, SET
 RZ1691'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST FLUSH WITH THE
 RZ1691'GROUND SURFACE.
 RZ1691'
 RZ1691'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DUSTIN,
 RZ1691'THE DISTANCE BEING 16.85 FEET OR 5.136 METERS NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1700 ***********************************************************************
 RZ1700  DESIGNATION -  DUSTY
 RZ1700  PID         -  RZ1700
 RZ1700  STATE/COUNTY-  WA/WHITMAN
 RZ1700  USGS QUAD   -  DUSTY (1981)
 RZ1700
 RZ1700                         *CURRENT SURVEY CONTROL
 RZ1700  ___________________________________________________________________
 RZ1700* NAD 83(1991)-  46 49 37.94874(N)    117 40 20.09947(W)     ADJUSTED  
 RZ1700* NAVD 88     -       591.8    (meters)    1942.     (feet)  VERTCON   
 RZ1700  ___________________________________________________________________
 RZ1700  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 RZ1700  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 RZ1700
 RZ1700  HORZ ORDER  -  FIRST
 RZ1700
 RZ1700.The horizontal coordinates were established by classical geodetic methods
 RZ1700.and adjusted by the National Geodetic Survey in December 1991..
 RZ1700
 RZ1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1700
 RZ1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1700
 RZ1700.The geoid height was determined by GEOID03.
 RZ1700
 RZ1700;                    North         East     Units Scale Factor Converg.
 RZ1700;SPC WA S     -   169,912.151   715,697.023   MT  0.99992351   +2 03 14.6
 RZ1700;SPC WA S     -   557,453.45  2,348,082.65   sFT  0.99992351   +2 03 14.6
 RZ1700;UTM  11      - 5,186,182.020   448,727.356   MT  0.99963231   -0 29 25.0
 RZ1700
 RZ1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1700!SPC WA S     -   0.99991033  x   0.99992351  =   0.99983384
 RZ1700!UTM  11      -   0.99991033  x   0.99963231  =   0.99954267
 RZ1700
 RZ1700:                Primary Azimuth Mark                     Grid Az
 RZ1700:SPC WA S     -  DUSTY RM 1                               024 29 00.5
 RZ1700:UTM  11      -  DUSTY RM 1                               027 01 40.1
 RZ1700
 RZ1700|---------------------------------------------------------------------|
 RZ1700| PID    Reference Object                     Distance      Geod. Az  |
 RZ1700|                                                           dddmmss.s |
 RZ1700| CF5209 DUSTY RM 1                                         0263215.1 |
 RZ1700| CF5210 DUSTY RM 2                           28.837 METERS 22102     |
 RZ1700| SW1227 SPOKANE PENDLETON AWY BCN 27        APPROX.55.6 KM 3065400.7 |
 RZ1700| CF5211 DUSTY RM 3                           29.154 METERS 32258     |
 RZ1700|---------------------------------------------------------------------|
 RZ1700
 RZ1700                          SUPERSEDED SURVEY CONTROL
 RZ1700
 RZ1700  NAD 83(1991)-  46 49 37.95606(N)    117 40 20.09824(W) AD(       ) 1
 RZ1700  NAD 83(1986)-  46 49 37.95785(N)    117 40 20.09168(W) AD(       ) 1
 RZ1700  NAD 27      -  46 49 38.37600(N)    117 40 16.36700(W) AD(       ) 1
 RZ1700  NGVD 29 (07/19/86)  590.8    (m)         1938.     (f) VERT ANG       
 RZ1700
 RZ1700.Superseded values are not recommended for survey control.
 RZ1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1700.See file dsdata.txt to determine how the superseded data were derived.
 RZ1700
 RZ1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM4872786182(NAD 83)
 RZ1700_MARKER: DS = TRIANGULATION STATION DISK
 RZ1700_SETTING: 0 = UNSPECIFIED SETTING
 RZ1700
 RZ1700  HISTORY     - Date     Condition        Report By
 RZ1700  HISTORY     - 1933     MONUMENTED       CGS
 RZ1700  HISTORY     - 1946     GOOD             CGS
 RZ1700  HISTORY     - 1949     GOOD             CGS
 RZ1700  HISTORY     - 1949     GOOD             USGS
 RZ1700
 RZ1700                          STATION DESCRIPTION
 RZ1700
 RZ1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 RZ1700'ABOUT 1 MILE N OF DUSTY, ON THE HIGHEST POINT IN VICINITY,
 RZ1700'IN WHEATFIELD, ON ROUND TOP KNOB.
 RZ1700'
 RZ1700'TO REACH FROM DUSTY, GO W ON HIGHWAY 0.1 MILE, TURN RIGHT ON
 RZ1700'ROAD TO LACROSSE AND GO 0.7 MILE, TURN RIGHT ON FARM ROAD AND
 RZ1700'GO 0.9 MILE, TURN LEFT OFF ROAD AND FOLLOW W UP GULLY 0.4 MILE
 RZ1700'TO TOP OF RIDGE, TURN RIGHT AND CIRCLE AROUND TO LEFT ON TOP
 RZ1700'OF RIDGE 0.2 MILE TO HIGHEST POINT AND STATION.  IT IS ABOUT
 RZ1700'1 FOOT BELOW SURFACE AS THE FIELD IS PLOWED AND IS 18.73
 RZ1700'METERS E OF FENCE LINE.
 RZ1700'
 RZ1700'SURFACE, UNDERGROUND, REFERENCE MARKS ARE BRONZED DISKS SET
 RZ1700'IN CONCRETE.
 RZ1700'
 RZ1700'REFERENCE MARK 1 IS N OF STATION ABOUT 1/2 MILE.  IT IS 0.6
 RZ1700'MILE FROM WHERE TURN-OFF TO THE STATION, 0.2 MILE N OF TOP OF
 RZ1700'GRADE, ON W EDGE OF ROAD, AND 10 FEET E OF FENCE LINE.
 RZ1700'
 RZ1700'REFERENCE MARK 2 IS SW OF STATION, 2 FEET E OF FENCE LINE,
 RZ1700'PROTRUDES ABOUT 4 INCHES.
 RZ1700'
 RZ1700'REFERENCE MARK 3 IS NW OF STATION, 1 FOOT E OF FENCE LINE,
 RZ1700'ABOUT FLUSH WITH GROUND.
 RZ1700'
 RZ1700'HEIGHT OF LIGHT ABOVE STATION MARK 12.74 METERS.
 RZ1700
 RZ1700                          STATION RECOVERY (1946)
 RZ1700
 RZ1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RZ1700'STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND ALL MARKS
 RZ1700'WERE IN VERY GOOD CONDITION.
 RZ1700'
 RZ1700'STATION IS LOCATED ABOUT 15 MILES WSW OF COLFAX, 16 MILES NNE
 RZ1700'OF CENTRAL FERRY ON THE SNAKE RIVER, AND 1 MILE N OF THE VILLAGE
 RZ1700'OF DUSTY.  IT IS ON THE HIGHEST POINT OF A CULTIVATED HILL
 RZ1700'WHICH IS THE HIGHEST IN THE VICINITY.
 RZ1700'
 RZ1700'STATION MARK, STAMPED DUSTY 1933, IS A BRONZE DISK SET IN A
 RZ1700'BLOCK OF CONCRETE 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 RZ1700'IS ABOUT 62 FEET E OF A N-S FENCE LINE.
 RZ1700'
 RZ1700'REFERENCE MARK 1, STAMPED DUSTY NO 1 1933, SERVES AS THE
 RZ1700'AZIMUTH MARK.  IT IS APPROXIMATELY 0.4 MILE NNE OF THE STATION,
 RZ1700'SET IN A 10-INCH SQUARE BLOCK OF CONCRETE PROJECTING 3 INCHES.  IT
 RZ1700'IS ON THE W EDGE OF THE ROAD, AT A CURVE, UNDER A TELEPHONE
 RZ1700'LINE, AND 10 FEET E OF A FENCE LINE.  TO REACH FROM THE START
 RZ1700'OF THE FIELD ROAD ENROUTE (0.6 MILE) TO THE STATION, CONTINUE N
 RZ1700'ON THE MAIN TRAVELED ROAD 0.4 MILE TO SUMMIT OF GRADE.  THENCE
 RZ1700'CONTINUE 0.2 MILE TO CENTER OF CURVE AND MARK ON LEFT.
 RZ1700'
 RZ1700'REFERENCE MARK 2, STAMPED DUSTY NO 2 1933, IS A BRONZE DISK
 RZ1700'SET IN A 10-INCH SQUARE BLOCK OF CONCRETE PROJECTING 3 INCHES
 RZ1700'ABOVE THE SURFACE.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 RZ1700'STATION MARK AND 1 FOOT E OF THE FENCE LINE.
 RZ1700'
 RZ1700'REFERENCE MARK 3, STAMPED DUSTY NO 3 1933, IS A BRONZE DISK
 RZ1700'SET IN A 10-INCH SQUARE BLOCK OF CONCRETE PROJECTING 3 INCHES
 RZ1700'ABOVE THE SURFACE.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 RZ1700'STATION MARK AND 1 FOOT E OF THE FENCE LINE.
 RZ1700'
 RZ1700'TO REACH THE STATION FROM THE STORE AT DUSTY, GO W ON U.S. HIGHWAY
 RZ1700'295 FOR 0.1 MILE TO JUNCTION.  TURN RIGHT ON THE ROAD TO
 RZ1700'LACROSSE AND GO N 0.7 MILE TO A FARM ROAD ON RIGHT.  TURN RIGHT,
 RZ1700'ONTO FARM ROAD, AND CONTINUE 0.9 MILE TO A FIELD ROAD ON
 RZ1700'LEFT.  (SEE ABOVE TO REACH R.M.3.) TURN LEFT ONTO FIELD ROAD AND
 RZ1700'GO W UP GULLY 0.4 MILE TO THE TOP OF THE RIDGE.  THENCE BEAR RIGHT
 RZ1700'AND CIRCLE AROUND TO LEFT ALONG CREST OF RIDGE 0.2 MILE TO THE
 RZ1700'HIGHEST POINT AND STATION SITE.
 RZ1700'
 RZ1700'THE DISCREPANCY IN THE MEASUREMENT OF R.M. 3 FROM THE 1933
 RZ1700'MEASUREMENT IS UNACCOUNTED FOR, BUT IT IS NOT BELIEVED LIKELY
 RZ1700'THAT THE STATION MARK MOVED AS THERE WAS NO INDICATION OF IT.
 RZ1700
 RZ1700                          STATION RECOVERY (1949)
 RZ1700
 RZ1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WRH)
 RZ1700'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 RZ1700'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RZ1700'
 RZ1700'STATION IS LOCATED, AIRLINE, ABOUT 15 MILES WEST SOUTHWEST OF
 RZ1700'COLFAX, 16 MILES NORTH NORTHEAST OF CENTRAL FERRY ON THE SNAKE
 RZ1700'RIVER, AND 1 MILE NORTH OF THE VILLAGE OF DUSTY.  IT IS ON THE
 RZ1700'HIGHEST POINT OF A CULTIVATED HILL WHICH IS THE HIGHEST IN
 RZ1700'THE VICINITY.
 RZ1700'
 RZ1700'STATION MARK, STAMPED DUSTY 1933, IS A BRONZE DISK SET IN A
 RZ1700'BLOCK OF CONCRETE 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 RZ1700'IS 62 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 RZ1700'
 RZ1700'REFERENCE MARK NUMBER 1, STAMPED DUSTY NO 1 1933, SERVES AS THE
 RZ1700'AZIMUTH MARK.  IT IS SET IN A 10 INCH SQUARE BLOCK OF CONCRETE
 RZ1700'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  TO REACH FROM THE START
 RZ1700'OF THE FIELD ROAD ENROUTE TO THE STATION, CONTINUE NORTH ON THE
 RZ1700'MAIN TRAVELED ROAD FOR 0.4 MILE TO SUMMIT OF GRADE.  CONTINUE
 RZ1700'ON FOR 0.2 MILE TO CENTER OF CURVE AND AZIMUTH MARK ON THE
 RZ1700'LEFT.  IT IS ON THE WEST EDGE OF THE ROAD, UNDER A TELEPHONE
 RZ1700'LINE, AND 10 FEET EAST OF A FENCE LINE.
 RZ1700'
 RZ1700'REFERENCE MARK NUMBER 2, STAMPED DUSTY NO 2 1933, IS A STANDARD
 RZ1700'BRONZE DISK SET IN A 10 INCH SQUARE BLOCK OF CONCRETE PROJECTING
 RZ1700'3 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 RZ1700'AS THE STATION MARK AND 1 FOOT EAST OF THE FENCE LINE.
 RZ1700'
 RZ1700'REFERENCE MARK NUMBER 3, STAMPED DUSTY NO 3 1933, IS A STANDARD
 RZ1700'BRONZE DISK SET IN A 10 INCH SQUARE BLOCK OF CONCRETE PROJECTING
 RZ1700'3 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 RZ1700'THE STATION MARK AND 1 FOOT EAST OF THE FENCE LINE.
 RZ1700'
 RZ1700'TO REACH THE STATION FROM THE STORE AT THE VILLAGE OF DUSTY,
 RZ1700'GO WEST ON U.S. HIGHWAY 295 FOR 0.1 MILE TO JUNCTION.  TURN RIGHT
 RZ1700'ON THE ROAD TO LACROSSE AND GO NORTH FOR 0.7 MILE TO A FARM ROAD
 RZ1700'ON THE RIGHT.  TURN RIGHT ONTO FARM ROAD AND CONTINUE 0.9 MILE
 RZ1700'TO FIELD ROAD ON THE LEFT.  (SEE ABOVE TO REACH R.M. 3).  TURN
 RZ1700'LEFT ONTO FIELD ROAD AND GO WEST, UP GULLY, FOR 0.4 MILE TO THE
 RZ1700'TOP OF RIDGE.  BEAR RIGHT AND CIRCLE AROUND TO LEFT ALONG CREST
 RZ1700'OF RIDGE FOR 0.2 MILE TO THE HIGHEST POINT AND STATION.
 RZ1700
 RZ1700                          STATION RECOVERY (1949)
 RZ1700
 RZ1700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 RZ1700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0956 ***********************************************************************
 TP0956  DESIGNATION -  DUTCH
 TP0956  PID         -  TP0956
 TP0956  STATE/COUNTY-  WA/FERRY
 TP0956  USGS QUAD   -  BANGS MOUNTAIN (1992)
 TP0956
 TP0956                         *CURRENT SURVEY CONTROL
 TP0956  ___________________________________________________________________
 TP0956* NAD 83(1991)-  48 32 28.93267(N)    118 11 08.46901(W)     ADJUSTED  
 TP0956* NAVD 88     -       536.8    (meters)    1761.     (feet)  VERTCON   
 TP0956  ___________________________________________________________________
 TP0956  LAPLACE CORR-         -10.16  (seconds)                    DEFLEC99
 TP0956  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 TP0956
 TP0956  HORZ ORDER  -  SECOND
 TP0956
 TP0956.The horizontal coordinates were established by classical geodetic methods
 TP0956.and adjusted by the National Geodetic Survey in December 1991..
 TP0956
 TP0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0956
 TP0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0956
 TP0956.The geoid height was determined by GEOID03.
 TP0956
 TP0956;                    North         East     Units Scale Factor Converg.
 TP0956;SPC WA N     -   174,739.606   695,461.101   MT  0.99996956   +1 58 16.4
 TP0956;SPC WA N     -   573,291.52  2,281,691.96   sFT  0.99996956   +1 58 16.4
 TP0956;UTM  11      - 5,377,152.808   412,483.251   MT  0.99969410   -0 53 19.1
 TP0956
 TP0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0956!SPC WA N     -   0.99991862  x   0.99996956  =   0.99988818
 TP0956!UTM  11      -   0.99991862  x   0.99969410  =   0.99961274
 TP0956
 TP0956:                Primary Azimuth Mark                     Grid Az
 TP0956:SPC WA N     -  BROWN                                    042 30 18.0
 TP0956:UTM  11      -  BROWN                                    045 21 53.5
 TP0956
 TP0956|---------------------------------------------------------------------|
 TP0956| PID    Reference Object                     Distance      Geod. Az  |
 TP0956|                                                           dddmmss.s |
 TP0956| TP0958 BROWN                               APPROX. 2.9 KM 0442834.4 |
 TP0956| CF1384 DUTCH RM 1                            5.307 METERS 30815     |
 TP0956|---------------------------------------------------------------------|
 TP0956
 TP0956                          SUPERSEDED SURVEY CONTROL
 TP0956
 TP0956  NAD 83(1986)-  48 32 28.93630(N)    118 11 08.46546(W) AD(       ) 2
 TP0956  NAD 27      -  48 32 29.29500(N)    118 11 04.48200(W) AD(       ) 2
 TP0956  NGVD 29 (07/19/86)  535.6    (m)         1757.     (f) VERT ANG       
 TP0956
 TP0956.Superseded values are not recommended for survey control.
 TP0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0956.See file dsdata.txt to determine how the superseded data were derived.
 TP0956
 TP0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1248377153(NAD 83)
 TP0956_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0956_SETTING: 66 = SET IN ROCK OUTCROP
 TP0956_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0956
 TP0956  HISTORY     - Date     Condition        Report By
 TP0956  HISTORY     - 1936     MONUMENTED       BOR
 TP0956  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0956
 TP0956                          STATION DESCRIPTION
 TP0956
 TP0956'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0956'LOCATED IN SW 1/4 SEC. OF SEC. 8, T. 35 N., R. 37 E. WM, ABOUT
 TP0956'700 FEET NW OF 1/4 SEC. 8/17, ABOUT 400 FEET W OF FENCE LINE, ON
 TP0956'A SMALL FLAT ON GRANITE RIDGE, AND 50 FEET S OF RIM WHERE RIDGE
 TP0956'BREAKS SHARPLY INTO DEEP DRAW.  (DRAW BEARS E-W.) IT IS ABOUT
 TP0956'1,200 FEET NW OF ENSMINGER HOUSE.  MARKER GROUTED IN LARGE FLAT
 TP0956'OUTCROP AND WILL COVER WITH DIRT AND MOSS.
 TP0956'
 TP0956'TO REACH STATION FROM THE W END OF KETTLE FALLS BRIDGE, TURN
 TP0956'LEFT (S) ON GRAVEL ROAD.  AT 2.86 CROSS SHERMAN CREEK.  AT 3.23
 TP0956'ROAD JUNCTION, REPUBLIC ROAD TO RIGHT, KEEP AHEAD ON GRAVEL.  AT
 TP0956'4.00 CROSS ROAD, KEEP STRAIGHT AHEAD ON GRAVEL.  AT 4.30 CROSS
 TP0956'ROAD, KEEP STRAIGHT AHEAD ON GRAVEL.  AT 5.04 CROSS ROAD, KEEP
 TP0956'STRAIGHT AHEAD ON GRAVEL.  AT 5.60 NOTE CREEK.  AT 6.75 BEAR
 TP0956'RIGHT OFF GRAVEL ROAD.  AT 6.95 TURN RIGHT THROUGH GATE AND
 TP0956'FOLLOW ROAD THROUGH FARMYARD TO MELON PATCH ON SIDEHILL JUST N OF
 TP0956'FARMHOUSE.  LEAVE CAR AND PROCEED ON FOOT W ABOUT 1,000
 TP0956'FEET UP SLOPE ON GRANITE TO STATION.
 TP0956'
 TP0956'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 TP0956'RESPECTIVELY.
 TP0956'
 TP0956'HEIGHT OF STAND ABOVE STATION MARK 1.28 METERS.
 TP0956
 TP0956                          STATION RECOVERY (1947)
 TP0956
 TP0956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0956'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 TP0956'AS DESCRIBED BY THE U.S.B.R. IN 1936.  SINCE THE ORIGINAL
 TP0956'DESCRIPTION IS INADEQUATE A NEW DESCRIPTION IS SUBMITTED--
 TP0956'
 TP0956'STATION IS LOCATED IN THE SW 1/4 SEC. OF SEC. 8, T. 35 N., R. 37
 TP0956'E. WM, ABOUT 700 FEET NW OF 1/4 SEC. 8/17, ON THE W SIDE OF
 TP0956'ROOSEVELT LAKE, ABOUT 1.0 MILE N OF MINK CREEK, ABOUT 10 MILES
 TP0956'SW OF KETTLE FALLS, ON THE EXPOSED E FACE OF THE GRANITE LEDGE,
 TP0956'ABOUT 15 METERS E OF THE EDGE OF THE LEDGE, AND 91.5 METERS NE OF
 TP0956'A PINE ABOUT 45 FEET TALL.  IT IS ON A SMALL FLAT OF THE GRANITE
 TP0956'RIDGE.
 TP0956'
 TP0956'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK SET
 TP0956'ACCORDING TO NOTE 3 AND STAMPED DUTCH 1936.
 TP0956'
 TP0956'THE REFERENCE MARK IS W OF THE STATION AND IS A CHISELED CROSS
 TP0956'ON THE FACE OF THE GRANITE LEDGE.
 TP0956'
 TP0956'TO REACH THE STATION FROM THE W END OF THE KETTLE FALLS BRIDGE
 TP0956'ACROSS ROOSEVELT LAKE, ABOUT 3.0 MILES W OF KETTLE FALLS, GO W
 TP0956'ALONG U.S. HIGHWAY 395 0.2 MILE, TURN LEFT ON MAIN GRAVELED ROAD
 TP0956'TO INCHELIUM AND GO 7.1 MILES, TURN RIGHT ON BARNABY CREEK ROAD
 TP0956'LEAVING GRAVELED ROAD TO INCHELIUM, AND GO 0.25 MILE TO A Y, TURN
 TP0956'RIGHT AND GO 0.05 MILE, TURN RIGHT AND GO 0.05 MILE TO
 TP0956'FARMYARD.  LEAVE TRUCK AND PROCEED ON FOOT 1,000 FEET IN A NW
 TP0956'DIRECTION TOWARD HIGHEST POINT OF EXPOSED GRANITE LEDGE AND
 TP0956'STATION.  A 4-FOOT WOODEN STAND IS OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3401 ***********************************************************************
 SY3401  DESIGNATION -  DUTCH 1934
 SY3401  PID         -  SY3401
 SY3401  STATE/COUNTY-  WA/PIERCE
 SY3401  USGS QUAD   -  VAUGHN (1994)
 SY3401
 SY3401                         *CURRENT SURVEY CONTROL
 SY3401  ___________________________________________________________________
 SY3401* NAD 83(1991)-  47 18 27.08637(N)    122 47 34.78616(W)     ADJUSTED  
 SY3401* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY3401  ___________________________________________________________________
 SY3401  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 SY3401  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 SY3401
 SY3401  HORZ ORDER  -  THIRD
 SY3401
 SY3401.The horizontal coordinates were established by classical geodetic methods
 SY3401.and adjusted by the National Geodetic Survey in December 1991..
 SY3401
 SY3401.The orthometric height was scaled from a topographic map.
 SY3401
 SY3401.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3401
 SY3401.The geoid height was determined by GEOID03.
 SY3401
 SY3401;                    North         East     Units Scale Factor Converg.
 SY3401;SPC WA S     -   221,960.725   326,632.483   MT  0.99999420   -1 39 56.2
 SY3401;SPC WA S     -   728,216.15  1,071,626.74   sFT  0.99999420   -1 39 56.2
 SY3401;SPC WA N     -    36,078.213   351,823.096   MT  1.00004146   -1 27 32.4
 SY3401;SPC WA N     -   118,366.60  1,154,272.94   sFT  1.00004146   -1 27 32.4
 SY3401;UTM  10      - 5,239,359.833   515,647.058   MT  0.99960301   +0 09 07.7
 SY3401
 SY3401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3401!SPC WA S     -   1.00000256  x   0.99999420  =   0.99999676
 SY3401!SPC WA N     -   1.00000256  x   1.00004146  =   1.00004402
 SY3401!UTM  10      -   1.00000256  x   0.99960301  =   0.99960557
 SY3401
 SY3401|---------------------------------------------------------------------|
 SY3401| PID    Reference Object                     Distance      Geod. Az  |
 SY3401|                                                           dddmmss.s |
 SY3401| SY3433 DUTCH 1934 RM 1                      23.129 METERS 15737     |
 SY3401| SY3402 GULL 2                              APPROX. 4.0 KM 2044444.5 |
 SY3401|---------------------------------------------------------------------|
 SY3401
 SY3401                          SUPERSEDED SURVEY CONTROL
 SY3401
 SY3401  NAD 83(1986)-  47 18 27.08242(N)    122 47 34.79569(W) AD(       ) 3
 SY3401  NAD 27      -  47 18 27.73200(N)    122 47 30.29100(W) AD(       ) 3
 SY3401
 SY3401.Superseded values are not recommended for survey control.
 SY3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3401.See file dsdata.txt to determine how the superseded data were derived.
 SY3401
 SY3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1564739360(NAD 83)
 SY3401_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3401_SETTING: 80 = SET IN A BOULDER
 SY3401_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SY3401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3401+STABILITY: SURFACE MOTION
 SY3401
 SY3401  HISTORY     - Date     Condition        Report By
 SY3401  HISTORY     - 1934     MONUMENTED       CGS
 SY3401  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SY3401
 SY3401                          STATION DESCRIPTION
 SY3401
 SY3401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY3401'LOCATED ON A PROMINENT POINT JUST N OF DUTCHERS COVE ON THE E SIDE
 SY3401'OF CASE INLET.  IT IS ABOUT 20 FEET FROM THE FOOT OF THE BLUFF.  THE
 SY3401'BLUFF IS VERTICAL AND ABOUT 35 FEET HIGH AND IS VERY NOTICEABLE
 SY3401'FROM SEAWARD.
 SY3401'
 SY3401'STATION IS MARKED, AS DESCRIBED IN NOTE 4, BY A STANDARD
 SY3401'DISK SET IN A BOULDER 3 FEET IN DIAMETER AND 16 INCHES HIGH.
 SY3401'
 SY3401'REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 12C, BY A STANDARD
 SY3401'DISK SET IN A BOULDER, 3 FEET IN DIAMETER AND 20 INCHES HIGH, AND
 SY3401'IS TO THE SE.
 SY3401
 SY3401                          STATION RECOVERY (1935)
 SY3401
 SY3401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3401'THIS STATION IS LOST.  BOULDER 0.9 METER LONG, 0.3 METER HIGH AND
 SY3401'RATHER FLAT CONTAINING THE STATION MARK WAS FOUND RESTING LOOSELY
 SY3401'ON A THIN LAYER OF ROUND GRAVEL OVER A HARDPAN BEACH.  REFERENCE
 SY3401'BOULDER ABOUT TWICE THE SIZE OF THE STATION MARK WAS FOUND
 SY3401'SOMEWHAT BETTER SETTLED.  THE DISTANCE BETWEEN THESE TWO OF 23.23
 SY3401'METERS CONCLUSIVELY SHOWS MOTION AND THE STATION IS UNRELIABLE
 SY3401'IN ITS PRESENT CONDITION.  THESE TWO BOULDERS ARE AMONG MANY
 SY3401'SMALL BOULDERS CLOSE BY, NONE WELL BEDDED, ALL RESTING LOOSELY
 SY3401'ON THE IMPERVIOUS HARDPAN BEACH.  A NEW STATION DUTCH 2, 1935
 SY3401'WAS ESTABLISHED BY SETTING THE OLD MARK IN APPROXIMATELY ITS
 SY3401'OLD POSITION BURIED IN A HOLE IN THE HARDPAN BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3400 ***********************************************************************
 SY3400  DESIGNATION -  DUTCH 2 1935
 SY3400  PID         -  SY3400
 SY3400  STATE/COUNTY-  WA/PIERCE
 SY3400  USGS QUAD   -  VAUGHN (1994)
 SY3400
 SY3400                         *CURRENT SURVEY CONTROL
 SY3400  ___________________________________________________________________
 SY3400* NAD 83(1991)-  47 18 27.08494(N)    122 47 34.79669(W)     ADJUSTED  
 SY3400* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY3400  ___________________________________________________________________
 SY3400  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 SY3400  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 SY3400
 SY3400  HORZ ORDER  -  THIRD
 SY3400
 SY3400.The horizontal coordinates were established by classical geodetic methods
 SY3400.and adjusted by the National Geodetic Survey in December 1991..
 SY3400
 SY3400.The orthometric height was scaled from a topographic map.
 SY3400
 SY3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3400
 SY3400.The geoid height was determined by GEOID03.
 SY3400
 SY3400;                    North         East     Units Scale Factor Converg.
 SY3400;SPC WA S     -   221,960.688   326,632.260   MT  0.99999420   -1 39 56.2
 SY3400;SPC WA S     -   728,216.02  1,071,626.01   sFT  0.99999420   -1 39 56.2
 SY3400;SPC WA N     -    36,078.175   351,822.873   MT  1.00004146   -1 27 32.4
 SY3400;SPC WA N     -   118,366.48  1,154,272.21   sFT  1.00004146   -1 27 32.4
 SY3400;UTM  10      - 5,239,359.788   515,646.837   MT  0.99960301   +0 09 07.7
 SY3400
 SY3400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3400!SPC WA S     -   1.00000256  x   0.99999420  =   0.99999676
 SY3400!SPC WA N     -   1.00000256  x   1.00004146  =   1.00004402
 SY3400!UTM  10      -   1.00000256  x   0.99960301  =   0.99960557
 SY3400
 SY3400|---------------------------------------------------------------------|
 SY3400| PID    Reference Object                     Distance      Geod. Az  |
 SY3400|                                                           dddmmss.s |
 SY3400| SY3433 DUTCH 1934 RM 1                      23.173 METERS 15704     |
 SY3400|---------------------------------------------------------------------|
 SY3400
 SY3400                          SUPERSEDED SURVEY CONTROL
 SY3400
 SY3400  NAD 83(1986)-  47 18 27.08098(N)    122 47 34.80622(W) AD(       ) 3
 SY3400  NAD 27      -  47 18 27.73300(N)    122 47 30.29900(W) AD(       ) 3
 SY3400
 SY3400.Superseded values are not recommended for survey control.
 SY3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3400.See file dsdata.txt to determine how the superseded data were derived.
 SY3400
 SY3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1564739360(NAD 83)
 SY3400_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3400_SETTING: 80 = SET IN A BOULDER
 SY3400_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SY3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3400+STABILITY: SURFACE MOTION
 SY3400
 SY3400  HISTORY     - Date     Condition        Report By
 SY3400  HISTORY     - 1935     MONUMENTED       CGS
 SY3400  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SY3400  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3400  HISTORY     - 1969     SEE DESCRIPTION  WADNR
 SY3400  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY3400
 SY3400                          STATION DESCRIPTION
 SY3400
 SY3400'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3400'LOCATED ON THE E SIDE OF CASE INLET ON A PROMINENT POINT JUST N OF
 SY3400'DUTCHERS COVE ON THE BEACH INSIDE THE HIGH-WATER LINE AND AT THE
 SY3400'FOOT OF A VERTICAL BLUFF AT ITS HIGHEST POINT.  THE BLUFF IS ABOUT
 SY3400'35 FEET HIGH AND IS PROMINENT AND NOTICEABLE FROM THE WATER.
 SY3400'
 SY3400'THE STATION MARKED, AS DESCRIBED IN NOTE 4, BY A STANDARD BRONZE
 SY3400'DISK WEDGED IN A DRILL HOLE IN A BOULDER 0.9 METER LONG AND 0.3
 SY3400'METER THICK, BURIED IN THE HARDPAN BEACH WITH ITS TOP SURFACE
 SY3400'FLUSH WITH THE BEACH.
 SY3400'
 SY3400'REFERENCE MARK NO.1 IS MARKED, AS DESCRIBED IN NOTE 12C, BY A
 SY3400'STANDARD DISK SET IN A 3-FOOT BOULDER ON THE BEACH SE OF THE
 SY3400'STATION.
 SY3400
 SY3400                          STATION RECOVERY (1958)
 SY3400
 SY3400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CMB)
 SY3400'STATION RECOVERED AS DESCRIBED.
 SY3400'
 SY3400'R. M. 1 FOUND, BUT HAS SHIFTED.  ARROW, POINTING 30 DEGREES FROM
 SY3400'STATION, MEASURES 22.36 METERS FROM STATION.  BRASS CAPS ARE
 SY3400'DEFACED SOMEWHAT BY HAMMERING.
 SY3400
 SY3400                          STATION RECOVERY (1966)
 SY3400
 SY3400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3400'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED.
 SY3400'
 SY3400'THE STATION MARK WAS RECOVERED ABOUT 1 INCH BELOW THE SAND AND
 SY3400'GRAVEL BEACH, 29 FEET WEST OF THE BASE OF THE BLUFF, AND 4 FEET
 SY3400'NORTHWEST OF THE NORTHWEST EDGE OF A 2-FOOT DIAMETER, BLACK AND
 SY3400'WHITE SPECKLED, GRANITE BOULDER WHICH PROJECTS 8 INCHES AND IS
 SY3400'2 FEET NORTHWEST OF A 2 X 3-FOOT LIGHT COLORED, ARROW SHAPED
 SY3400'BOULDER WHICH PROJECTS 1 FOOT.  THE ARROW-SHAPED BOULDER POINTS
 SY3400'TOWARD THE SPECKLED BOULDER.
 SY3400'
 SY3400'THE REFERENCE MARK WAS RECOVERED IN A 3-FOOT DIAMETER BOULDER
 SY3400'WHICH PROJECTS 18 INCHES, 10 FEET FROM THE BLUFF.  THE REFERENCE
 SY3400'MARK IS NOW ABOUT 22.3 METERS FROM THE STATION INSTEAD OF 23.183
 SY3400'METERS.
 SY3400'
 SY3400'REACHED FROM THE CAUTION LIGHT IN KEY CENTER BY GOING WEST ON
 SY3400'STATE HIGHWAY 302 FOR 0.1 MILE TO A Y WHERE HIGHWAY 302 TURNS
 SY3400'RIGHT, KEEP LEFT FORK 0.9 MILE TO A T INTERSECTION, TURN LEFT AND
 SY3400'GO 0.1 MILE TO A Y, KEEP RIGHT AND GO 1.2 MILES TO A CROSSROAD
 SY3400'WHERE THE BLACKTOP ROAD TURNS LEFT, TURN LEFT AND GO SOUTH 2.0
 SY3400'MILES TO THE END OF THE ROAD.  PASS THROUGH THE GATE ON THE LEFT
 SY3400'AND GO ABOUT 100 YARDS TO A PICNIC AREA ON THE BLUFF.  WALK
 SY3400'DOWN THE STEPS TO THE BEACH AND GO WEST AND NORTH ALONG THE
 SY3400'BEACH ABOUT 100 YARDS TO THE STATION.
 SY3400'
 SY3400'NOTE--BOTTOM PORTION OF THE STEPS WAS MISSING AT TIME STATION WAS
 SY3400'VISITED, AND A ROPE WAS USED TO DESCEND THE BLUFF.
 SY3400
 SY3400                          STATION RECOVERY (1969)
 SY3400
 SY3400'RECOVERY NOTE BY WA DEPT OF NAT RES 1969 (DAT)
 SY3400'DUTCH 2 DESTROYED BY CONSTRUCTION.
 SY3400'
 SY3400'RM NO. 1 DESTROYED BY CONSTRUCTION.
 SY3400
 SY3400                          STATION RECOVERY (1972)
 SY3400
 SY3400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SY3400'NOTHING WAS FOUND OF EITHER THE STATION MARK OR THE REFERENCE
 SY3400'MARK.  MR. D. E. ROBIN HAS BUILT A HOUSE ON THE BANK ABOVE THE
 SY3400'STATION SITE.  HE HAS ALSO HAD A BULKHEAD BUILT AT THE BOTTOM OF
 SY3400'THE BANK.  THE AREA BEHIND THE BULKHEAD HAS BEEN FILLED WITH DIRT
 SY3400'AND CLAY, MOSTLY FROM SLIDES, WHICH HAVE BEEN NUMEROUS AND LARGE
 SY3400'THE LAST COUPLE OF YEARS, ACCORDING TO MRS. ROBIN.  THESE
 SY3400'CHANGES HAVE MADE IT IMPOSSIBLE TO DETERMINE THE EXACT LOCATION
 SY3400'OF THE MARKS FROM PREVIOUS DESCRIPTIONS.
 SY3400'
 SY3400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3400'2-1/2 MILES NORTHWEST OF HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3430 ***********************************************************************
 SY3430  DESIGNATION -  DUTCH 3
 SY3430  PID         -  SY3430
 SY3430  STATE/COUNTY-  WA/PIERCE
 SY3430  USGS QUAD   -  VAUGHN (1994)
 SY3430
 SY3430                         *CURRENT SURVEY CONTROL
 SY3430  ___________________________________________________________________
 SY3430* NAD 83(1991)-  47 18 26.36449(N)    122 47 34.66036(W)     ADJUSTED  
 SY3430* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 SY3430  ___________________________________________________________________
 SY3430  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 SY3430  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 SY3430
 SY3430  HORZ ORDER  -  THIRD
 SY3430
 SY3430.The horizontal coordinates were established by classical geodetic methods
 SY3430.and adjusted by the National Geodetic Survey in December 1991..
 SY3430.No horizontal observational check was made to the station.
 SY3430
 SY3430.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3430
 SY3430.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3430
 SY3430.The geoid height was determined by GEOID03.
 SY3430
 SY3430;                    North         East     Units Scale Factor Converg.
 SY3430;SPC WA S     -   221,938.365   326,634.476   MT  0.99999415   -1 39 56.2
 SY3430;SPC WA S     -   728,142.79  1,071,633.28   sFT  0.99999415   -1 39 56.2
 SY3430;SPC WA N     -    36,055.859   351,825.170   MT  1.00004151   -1 27 32.3
 SY3430;SPC WA N     -   118,293.26  1,154,279.75   sFT  1.00004151   -1 27 32.3
 SY3430;UTM  10      - 5,239,337.556   515,649.758   MT  0.99960301   +0 09 07.8
 SY3430
 SY3430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3430!SPC WA S     -   1.00000308  x   0.99999415  =   0.99999723
 SY3430!SPC WA N     -   1.00000308  x   1.00004151  =   1.00004459
 SY3430!UTM  10      -   1.00000308  x   0.99960301  =   0.99960609
 SY3430
 SY3430|---------------------------------------------------------------------|
 SY3430| PID    Reference Object                     Distance      Geod. Az  |
 SY3430|                                                           dddmmss.s |
 SY3430| CE3989 DUTCH 3 RM 2                          3.926 METERS 15055     |
 SY3430| SY3432 GULL 3 1954 RM 3                    APPROX. 4.0 KM 2045748.9 |
 SY3430| CE3990 DUTCH 3 RM 3                          3.979 METERS 35720     |
 SY3430|---------------------------------------------------------------------|
 SY3430
 SY3430                          SUPERSEDED SURVEY CONTROL
 SY3430
 SY3430  NAD 83(1986)-  47 18 26.36059(N)    122 47 34.66994(W) AD(       ) 3
 SY3430  NAD 27      -  47 18 27.01372(N)    122 47 30.17001(W) AD(       ) 3
 SY3430  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 SY3430
 SY3430.Superseded values are not recommended for survey control.
 SY3430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3430.See file dsdata.txt to determine how the superseded data were derived.
 SY3430
 SY3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1565039338(NAD 83)
 SY3430_MARKER: DD = SURVEY DISK
 SY3430_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SY3430_SP_SET: CEMENTED IN A CONCRETE BULKHEA
 SY3430_MARK LOGO: NGS   
 SY3430_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY3430
 SY3430  HISTORY     - Date     Condition        Report By
 SY3430  HISTORY     - 1974     MONUMENTED       NGS
 SY3430  HISTORY     - 1979     GOOD             NGS
 SY3430  HISTORY     - 19910618 GOOD             NOS
 SY3430
 SY3430                          STATION DESCRIPTION
 SY3430
 SY3430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SY3430'THE STATION IS LOCATED ABOUT 15 MILES WEST OF TOCOMA, 2 MILES NORTH
 SY3430'NORTHWEST OF HOME, 1.75 MILE SOUTH SOUTHWEST OF VAUGHN ON DUTCHER
 SY3430'POINT AND IN SEC 15, T21N, R1W.
 SY3430'
 SY3430'TO REACH THE STATION FROM THE CAUTION LIGHT IN KEY CENTER GO WEST ON
 SY3430'STATE HIGHWAY 302 FOR 0.1 MILE TO A POINT WHERE THE HIGHWAY CURVES
 SY3430'RIGHT AND A ROAD CONTINUES AHEAD.  CONTINUE AHEAD WEST ON THE
 SY3430'SURFACED ROAD FOR 0.9 MILE TO A T-INTERSECTION.  TURN LEFT AND GO
 SY3430'SOUTH FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST
 SY3430'FOR 1.2 MILES TO A CROSS ROAD.  TURN LEFT AND GO SOUTH ON SOUTH
 SY3430'VAUGHN ROAD FOR 2.0 MILES TO THE END OF THE ROAD AND A GATE IN A
 SY3430'CHAIN LINK FENCE AT THE HOME OF MR ROBINS.  BOX 176K.  PASS THROUGH
 SY3430'THE GATE AND GO WEST ON THE DRIVEWAY FOR 0.05 MILE TO THE ROBINS
 SY3430'HOME.  (REQUEST PERMISSION TO DECEND TO THE BEACH.)  WALK DOWN STEPS
 SY3430'TO PICNIC AREA, SEAWALL AND STATION.
 SY3430'
 SY3430'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 SY3430'---DUTCH 3 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 SY3430'CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 0.3 METER (1
 SY3430'FOOT) E FROM THE SEA WALL.
 SY3430'
 SY3430'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SY3430'STAMPED---DUTCH 3 1979---SET INTO AN IRREGULAR MASS OF CONCRETE
 SY3430'0.76 METER (2.5 FEET) BELOW THE SURFACE.
 SY3430'
 SY3430'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SY3430'STAMPED---DUTCH 3 NO 2 1979---CEMENTED IN A DRILL HOLE IN THE
 SY3430'SEAWALL.
 SY3430'
 SY3430'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SY3430'STAMPED---DUTCH 3 NO 3 1979---CEMENTED IN A DRILL HOLE IN THE
 SY3430'SEAWALL.
 SY3430
 SY3430                          STATION RECOVERY (1979)
 SY3430
 SY3430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SY3430'RECOVERED IN GOOD CONDITION.
 SY3430
 SY3430                          STATION RECOVERY (1991)
 SY3430
 SY3430'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 SY3430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4606 ***********************************************************************
 SY4606  DESIGNATION -  DUWAM
 SY4606  PID         -  SY4606
 SY4606  STATE/COUNTY-  WA/KING
 SY4606  USGS QUAD   -  TACOMA NORTH (1994)
 SY4606
 SY4606                         *CURRENT SURVEY CONTROL
 SY4606  ___________________________________________________________________
 SY4606* NAD 83(1991)-  47 35 33.77471(N)    122 23 06.24240(W)     ADJUSTED  
 SY4606* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 SY4606  ___________________________________________________________________
 SY4606  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 SY4606  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 SY4606
 SY4606  HORZ ORDER  -  FIRST
 SY4606
 SY4606.The horizontal coordinates were established by classical geodetic methods
 SY4606.and adjusted by the National Geodetic Survey in December 1991..
 SY4606
 SY4606.The orthometric height was scaled from a topographic map.
 SY4606
 SY4606.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4606
 SY4606.The geoid height was determined by GEOID03.
 SY4606
 SY4606;                    North         East     Units Scale Factor Converg.
 SY4606;SPC WA N     -    67,075.842   383,302.584   MT  0.99998400   -1 09 19.1
 SY4606;SPC WA N     -   220,064.66  1,257,551.89   sFT  0.99998400   -1 09 19.1
 SY4606;UTM  10      - 5,271,217.009   546,231.014   MT  0.99962626   +0 27 14.6
 SY4606
 SY4606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4606!SPC WA N     -   0.99999522  x   0.99998400  =   0.99997922
 SY4606!UTM  10      -   0.99999522  x   0.99962626  =   0.99962148
 SY4606
 SY4606:                Primary Azimuth Mark                     Grid Az
 SY4606:SPC WA N     -  PIER 40 FLAGPOLE                         006 47 25.6
 SY4606:UTM  10      -  PIER 40 FLAGPOLE                         005 10 51.9
 SY4606
 SY4606|---------------------------------------------------------------------|
 SY4606| PID    Reference Object                     Distance      Geod. Az  |
 SY4606|                                                           dddmmss.s |
 SY4606| SY4722 PIER 40 FLAGPOLE                    APPROX. 3.8 KM 0053806.5 |
 SY4606| SY3970 QUEEN ANNE HILL CHURCH CROSS        APPROX. 4.7 KM 0243738.9 |
 SY4606| SY4315 FIRE STATION SPIRE NR 4TH ST        APPROX. 4.1 KM 0410752.8 |
 SY4606| SY4329 AMERICAN CAN CO TANK                APPROX. 3.4 KM 0443621.0 |
 SY4606| SY4313 BELL STREET DOCK TANK               APPROX. 3.4 KM 0523156.4 |
 SY4606| SY3856 SEATTLE CAPITOL HILL TOWER          APPROX. 6.7 KM 0524114.0 |
 SY4606| SY4469 FIRST BAPTIST CHURCH SPIRE          APPROX. 5.2 KM 0652118.1 |
 SY4606| SY4222 NORTHERN LIFE TOWER CENTER FP       APPROX. 4.1 KM 0655702.6 |
 SY4606| SY4270 PIER 4 GABLE                        APPROX. 3.6 KM 0675927.5 |
 SY4606| SY4262 PIER 3 FLAGPOLE                     APPROX. 3.6 KM 0691438.7 |
 SY4606| SY4528 SEATTLE ST JAMES CATHOLIC CHURCH N  APPROX. 4.7 KM 0692334.2 |
 SY4606| SY4527 SEATTLE ST JAMES CATHOLIC CHURCH S  APPROX. 4.7 KM 0694350.9 |
 SY4606| SY4267 CANADIAN NATIONAL DOCK BALL         APPROX. 3.5 KM 0702830.8 |
 SY4606| SY4440 SEATTLE IMMACULATE CONCEPTION CH N  APPROX. 6.1 KM 0711737.5 |
 SY4606| SY4439 SEATTLE IMMACULATE CONCEPTION CH S  APPROX. 6.1 KM 0712732.8 |
 SY4606| SY4478 COLMANS DOCK TOWER LIGHT            APPROX. 3.5 KM 0715549.1 |
 SY4606| SY4432 SEATTLE PROVIDENCE HOSPITAL CROSS   APPROX. 5.9 KM 0741456.8 |
 SY4606| SY4339 HARBORVIEW HOSPITAL TOWER APEX      APPROX. 4.8 KM 0744542.1 |
 SY4606| SY4513 SEATTLE SMITH BUILDING FLAGPOLE     APPROX. 4.1 KM 0753555.6 |
 SY4606| SY4250 INTERNATIONAL LINE GABLE            APPROX. 3.5 KM 0785901.5 |
 SY4606| SY4467 KING STREET STATION TOWER           APPROX. 4.2 KM 0811539.2 |
 SY4606| SY4271 ALBERS TANK                         APPROX. 3.4 KM 0984348.4 |
 SY4606| SY4477 SEARS ROEBUCK FLAGPOLE              APPROX. 4.0 KM 1093205.2 |
 SY4606| SY4498 SPOKANE STREET DOCK WATER TANK      APPROX. 3.9 KM 1242003.9 |
 SY4606| SY4362 W SEATTLE RADIO STATION KJR TOWER   APPROX. 2.0 KM 1252256.8 |
 SY4606| SY4372 COLMAN CREOSOTE WORKS CEN STK       APPROX. 1.6 KM 1255143.0 |
 SY4606| SY4280 DIAMOND CEMENT STACK                APPROX. 4.2 KM 1300323.5 |
 SY4606| SY4450 FISHERS MILL TALL TANK              APPROX. 2.9 KM 1322059.8 |
 SY4606| SY4495 SPOKANE BRIDGE HIGH E POWER TOWER R APPROX. 3.4 KM 1340032.3 |
 SY4606| SY4503 SPOKANE BRIDGE HIGH W POWER TOWER R APPROX. 3.2 KM 1362428.7 |
 SY4606| SY4260 FORD STACK                          APPROX. 5.2 KM 1391549.5 |
 SY4606| SY4251 FORD TANK                           APPROX. 5.3 KM 1392126.1 |
 SY4606| CF6547 DUWAM RM 1                           14.950 METERS 18055     |
 SY4606| CF6550 DUWAM RM 4                           14.390 METERS 20418     |
 SY4606| CF6548 DUWAM RM 2                                         25448     |
 SY4606| CF6549 DUWAM RM 3                           11.508 METERS 28934     |
 SY4606|---------------------------------------------------------------------|
 SY4606
 SY4606                          SUPERSEDED SURVEY CONTROL
 SY4606
 SY4606  NAD 83(1986)-  47 35 33.76901(N)    122 23 06.24796(W) AD(       ) 1
 SY4606  NAD 27      -  47 35 34.41600(N)    122 23 01.79200(W) AD(       ) 1
 SY4606
 SY4606.Superseded values are not recommended for survey control.
 SY4606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4606.See file dsdata.txt to determine how the superseded data were derived.
 SY4606
 SY4606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4623171217(NAD 83)
 SY4606_MARKER: Z = SEE DESCRIPTION
 SY4606_SETTING: 0 = UNSPECIFIED SETTING
 SY4606
 SY4606  HISTORY     - Date     Condition        Report By
 SY4606  HISTORY     - 1931     MONUMENTED       CGS
 SY4606  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY4606  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY4606  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY4606  HISTORY     - 1940     SEE DESCRIPTION  CGS
 SY4606
 SY4606                          STATION DESCRIPTION
 SY4606
 SY4606'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FHH)
 SY4606'STATION IS A STANDARD BRONZE DISK SET IN CONCRETE FLUSH WITH THE
 SY4606'GROUND.
 SY4606'
 SY4606'REFERENCE MARK NO.1 IS A STANDARD REFERENCE MARK SET IN A CONCRETE
 SY4606'BLOCK 4 INCHES ABOVE SURFACE OF GROUND AND 2-1/2 FEET FROM NE CORNER
 SY4606'OF WHITE FRAME HOUSE DESCRIBED BELOW.  REFERENCE MARK NO.2 IS A
 SY4606'STANDARD REFERENCE MARK SET IN CONCRETE BLOCK FLUSH WITH THE GROUND
 SY4606'AND NEAR THE E EDGE OF A CLUMP OF TREES 15 METERS FROM THE EDGE OF
 SY4606'CLIFF AND APPROXIMATELY 10 METERS FROM HOUSE.  REFERENCE MARK NO.3
 SY4606'IS A STANDARD REFERENCE MARK SET IN A CONCRETE BLOCK 4 INCHES
 SY4606'ABOVE SURFACE OF GROUND AND AT SW CORNER OF CONCRETE FOUNDATION OF
 SY4606'OLD HOUSE N OF WHITE HOUSE.
 SY4606'
 SY4606'BEST REACHED BY TAKING CAR NO.3 TO WEST SEATTLE, GETTING OFF AT
 SY4606'CALIFORNIA AVENUE AND W ATLANTIC STREET, WALK 1 BLOCK E TO
 SY4606'FORTY-SECOND AVENUE, TURN LEFT 1 BLOCK TO PALM STREET.  MARK WILL
 SY4606'BE FOUND IN THE BACK YARD OF WHITE FRAME HOUSE AT 1202 PALM
 SY4606'STREET, 15-1/2 METERS IN A NE DIRECTION FROM THE NE CORNER OF
 SY4606'HOUSE AND APPROXIMATELY 3 METERS FROM THE EDGE OF CLIFF.
 SY4606'
 SY4606'THE AZIMUTHS WERE COMPUTED.
 SY4606
 SY4606                          STATION RECOVERY (1933)
 SY4606
 SY4606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY4606'STATION WAS RECOVERED AS DESCRIBED.  DUWAM IS LOCATED CLOSE TO THE
 SY4606'EDGE OF THE BLUFF, WHICH IS ERODING.
 SY4606'
 SY4606'IT IS REACHED BY FOLLOWING PALM AVENUE (IN WEST SEATTLE) TO THE
 SY4606'END, AND TURNING RIGHT UP THE PATH LEADING TO THE BLUFF.
 SY4606'
 SY4606'THIS AREA WILL PROBABLY BE REGRADED SOON.
 SY4606'
 SY4606'R.M.NO. 3 DESTROYED, HOLE RECOVERED AT DISTANCE GIVEN.
 SY4606
 SY4606                          STATION RECOVERY (1936)
 SY4606
 SY4606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (OWS)
 SY4606'STATION TABLET FOUND MARKED DUWAMISH AND THE ISH OBLITERATED WITH
 SY4606'PUNCH AS CORRECT NAME FOR STATION DUWAM.
 SY4606'
 SY4606'R.M.NO. 3 DESTROYED, HOLE RECOVERED AT DISTANCE GIVEN.
 SY4606
 SY4606                          STATION RECOVERY (1936)
 SY4606
 SY4606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY4606'STATION RECOVERED AS DESCRIBED.  IN WEST SEATTLE, ON DUWAMISH HEAD,
 SY4606'ON A VACANT LOT OVERLOOKING TO EAST SEATTLE BUSINESS DISTRICT.  HOUSE
 SY4606'MENTIONED IN ORIGINAL DESCRIPTION TORN DOWN.
 SY4606'
 SY4606'STATION IS MARKED WITH A TABLET SET IN CONCRETE BLOCK FLUSH WITH
 SY4606'GROUND, AND LIES 14 FEET BACK (W) FROM BLUFF.
 SY4606'
 SY4606'FROM SEATTLE TAKE FIRST AVENUE S TO W SPOKANE STREET, TURN RIGHT (W),
 SY4606'FOLLOW TO ADMIRAL WAY, TURN RIGHT (NNW), GO UP HILL TO CALIFORNIA
 SY4606'AVENUE, TURN RIGHT, GO N TO W ATLANTIC STREET, TURN RIGHT, GO 1
 SY4606'BLOCK E TO FORTY-SECOND STREET, TURN LEFT, FOLLOW FORTY-SECOND
 SY4606'STREET TO ITS END INTERSECTION WITH PALM AVENUE.  STATION LIES
 SY4606'ABOUT 50 YARDS N, ABOVE STREET ON PROMINENT BLUFF OVERLOOKING BAY.
 SY4606
 SY4606                          STATION RECOVERY (1940)
 SY4606
 SY4606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (FHH)
 SY4606'STATION HAS BEEN DESTROYED BY REGRADING OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4670 ***********************************************************************
 SY4670  DESIGNATION -  DUWAM 3
 SY4670  PID         -  SY4670
 SY4670  STATE/COUNTY-  WA/KING
 SY4670  USGS QUAD   -  TACOMA NORTH (1994)
 SY4670
 SY4670                         *CURRENT SURVEY CONTROL
 SY4670  ___________________________________________________________________
 SY4670* NAD 83(1991)-  47 35 33.75058(N)    122 23 06.42239(W)     ADJUSTED  
 SY4670* NAVD 88     -        60.5    (meters)     198.     (feet)  VERTCON   
 SY4670  ___________________________________________________________________
 SY4670  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 SY4670  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 SY4670
 SY4670  HORZ ORDER  -  SECOND
 SY4670
 SY4670.The horizontal coordinates were established by classical geodetic methods
 SY4670.and adjusted by the National Geodetic Survey in December 1991..
 SY4670
 SY4670.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4670
 SY4670.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4670
 SY4670.The geoid height was determined by GEOID03.
 SY4670
 SY4670;                    North         East     Units Scale Factor Converg.
 SY4670;SPC WA N     -    67,075.172   383,298.809   MT  0.99998400   -1 09 19.2
 SY4670;SPC WA N     -   220,062.46  1,257,539.51   sFT  0.99998400   -1 09 19.2
 SY4670;UTM  10      - 5,271,216.234   546,227.261   MT  0.99962626   +0 27 14.5
 SY4670
 SY4670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4670!SPC WA N     -   0.99999422  x   0.99998400  =   0.99997822
 SY4670!UTM  10      -   0.99999422  x   0.99962626  =   0.99962048
 SY4670
 SY4670:                Primary Azimuth Mark                     Grid Az
 SY4670:SPC WA N     -  SEATTLE SPACE NEEDLE                     042 13 40.3
 SY4670:UTM  10      -  SEATTLE SPACE NEEDLE                     040 37 06.6
 SY4670
 SY4670|---------------------------------------------------------------------|
 SY4670| PID    Reference Object                     Distance      Geod. Az  |
 SY4670|                                                           dddmmss.s |
 SY4670| SY4314 SEATTLE SPACE NEEDLE                APPROX. 4.1 KM 0410421.1 |
 SY4670| SY4578 SEATTLE KINGDOME FS                 APPROX. 4.0 KM 0854017.4 |
 SY4670| CF6553 DUWAM 3 RM 1                         28.285 METERS 20141     |
 SY4670| CF6554 DUWAM 3 RM 2                         18.279 METERS 26407     |
 SY4670|---------------------------------------------------------------------|
 SY4670
 SY4670                          SUPERSEDED SURVEY CONTROL
 SY4670
 SY4670  NAD 83(1986)-  47 35 33.74470(N)    122 23 06.42795(W) AD(       ) 2
 SY4670  NAD 27      -  47 35 34.39208(N)    122 23 01.96846(W) AD(       ) 2
 SY4670  NGVD 29 (07/19/86)   59.4    (m)          195.     (f) VERT ANG       
 SY4670
 SY4670.Superseded values are not recommended for survey control.
 SY4670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4670.See file dsdata.txt to determine how the superseded data were derived.
 SY4670
 SY4670_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4622771216(NAD 83)
 SY4670
 SY4670  HISTORY     - Date     Condition        Report By
 SY4670  HISTORY     - 1976     MONUMENTED       NGS
 SY4670  HISTORY     - 1980     GOOD             NOS
 SY4670
 SY4670                          STATION DESCRIPTION
 SY4670
 SY4670'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY4670'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 SY4670'GOOD CONDITION AS DESCRIBED IN 1976 EXCEPT THE STATION IS
 SY4670'12 FEET WEST OF THE EAST EDGE OF THE PARK.
 SY4670'
 SY4670'HT. OF LIGHT WAS 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4595 ***********************************************************************
 SY4595  CBN         -  This is a Cooperative Base Network Control Station.
 SY4595  DESIGNATION -  DUWAMISH
 SY4595  PID         -  SY4595
 SY4595  STATE/COUNTY-  WA/KING
 SY4595  USGS QUAD   -  TACOMA NORTH (1994)
 SY4595
 SY4595                         *CURRENT SURVEY CONTROL
 SY4595  ___________________________________________________________________
 SY4595* NAD 83(1998)-  47 35 42.53929(N)    122 23 14.84424(W)     ADJUSTED  
 SY4595* NAVD 88     -         5.2    (meters)      17.     (feet)  GPS OBS   
 SY4595  ___________________________________________________________________
 SY4595  X           -  -2,308,108.176 (meters)                     COMP
 SY4595  Y           -  -3,638,757.056 (meters)                     COMP
 SY4595  Z           -   4,686,624.688 (meters)                     COMP
 SY4595  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 SY4595  ELLIP HEIGHT-         -18.39  (meters)          (03/21/00) GPS OBS
 SY4595  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY4595
 SY4595  HORZ ORDER  -  A
 SY4595  ELLP ORDER  -  THIRD     CLASS II
 SY4595
 SY4595.The horizontal coordinates were established by GPS observations
 SY4595.and adjusted by the National Geodetic Survey in March 2000..
 SY4595.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY4595.DATUM ITEM on the data sheet items page.
 SY4595
 SY4595.The orthometric height was determined by GPS observations and a
 SY4595.high-resolution geoid model.
 SY4595
 SY4595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY4595
 SY4595.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4595
 SY4595.The ellipsoidal height was determined by GPS observations
 SY4595.and is referenced to NAD 83.
 SY4595
 SY4595.The geoid height was determined by GEOID03.
 SY4595
 SY4595;                    North         East     Units Scale Factor Converg.
 SY4595;SPC WA N     -    67,350.093   383,128.380   MT  0.99998361   -1 09 25.5
 SY4595;SPC WA N     -   220,964.43  1,256,980.36   sFT  0.99998361   -1 09 25.5
 SY4595;UTM  10      - 5,271,486.164   546,049.242   MT  0.99962606   +0 27 08.3
 SY4595
 SY4595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4595!SPC WA N     -   1.00000288  x   0.99998361  =   0.99998649
 SY4595!UTM  10      -   1.00000288  x   0.99962606  =   0.99962894
 SY4595
 SY4595:                Primary Azimuth Mark                     Grid Az
 SY4595:SPC WA N     -  SEATTLE DARIGOLD STACK                   025 00 33.1
 SY4595:UTM  10      -  SEATTLE DARIGOLD STACK                   023 23 59.3
 SY4595
 SY4595|---------------------------------------------------------------------|
 SY4595| PID    Reference Object                     Distance      Geod. Az  |
 SY4595|                                                           dddmmss.s |
 SY4595| SY4179 SEATTLE DARIGOLD STACK              APPROX. 3.7 KM 0235107.6 |
 SY4595| SY4563 SEATTLE SACRED HEART CH CROSS       APPROX. 3.8 KM 0420523.8 |
 SY4595| SY4314 SEATTLE SPACE NEEDLE                APPROX. 4.0 KM 0453015.3 |
 SY4595| SY4562 SEATTLE WASHINGTON PLAZA BLDG       APPROX. 4.2 KM 0612626.9 |
 SY4595| SY4442 SEATTLE TV STATION KCTS TOWER       APPROX. 6.3 KM 0683750.9 |
 SY4595| SY4557 SEATTLE TV STA KSTW TWR             APPROX. 6.3 KM 0685715.4 |
 SY4595| SY4666 DUWAMISH RM 3                        10.231 METERS 07053     |
 SY4595| SY4561 SEATTLE FIRST NAT BANK BLDG LT      APPROX. 4.2 KM 0731323.2 |
 SY4595| SY4560 SEATTLE BANK OF CALIF CEN LT        APPROX. 4.3 KM 0741046.1 |
 SY4595| SY4513 SEATTLE SMITH BUILDING FLAGPOLE     APPROX. 4.2 KM 0794420.3 |
 SY4595| SY4559 SEATTLE KING CO DOMED STADIUM       APPROX. 4.2 KM 0893232.2 |
 SY4595| SY4578 SEATTLE KINGDOME FS                 APPROX. 4.2 KM 0893238.7 |
 SY4595| SY4631 ALKI POINT LIGHTHOUSE               APPROX. 3.3 KM 2295243.0 |
 SY4595| SY5649 DUWAMISH RM 1                         9.288 METERS 24411     |
 SY4595| SY5188 BAINBRIDGE ISLAND HS WATER TNK      APPROX.11.4 KM 2941114.6 |
 SY4595| SY5650 DUWAMISH RM 2                         9.152 METERS 31619     |
 SY4595| SY4779 WEST PT LIGHTHOUSE                  APPROX. 8.3 KM 3340003.1 |
 SY4595| SY4672 DUWAMISH HEAD LT 2                  415.666 METERS 3544652.2 |
 SY4595| SY4669 DUWAMISH HEAD LIGHT 1962            416.144 METERS 3551811.6 |
 SY4595| SY4593 DUWAMISH HEAD LIGHT                 384.961 METERS 35544     |
 SY4595|---------------------------------------------------------------------|
 SY4595
 SY4595                          SUPERSEDED SURVEY CONTROL
 SY4595
 SY4595  NAD 83(1991)-  47 35 42.53742(N)    122 23 14.84597(W) AD(       ) B
 SY4595  ELLIP H (05/29/91)  -18.18   (m)                       GP(       ) 4 1
 SY4595  NAD 83(1986)-  47 35 42.53175(N)    122 23 14.85129(W) AD(       ) 3
 SY4595  NAD 27      -  47 35 43.17900(N)    122 23 10.39400(W) AD(       ) 3
 SY4595  NGVD 29 (05/29/91)    4.12   (m)           13.5    (f) LEVELING    3  
 SY4595
 SY4595.Superseded values are not recommended for survey control.
 SY4595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4595.See file dsdata.txt to determine how the superseded data were derived.
 SY4595
 SY4595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4604971486(NAD 83)
 SY4595_MARKER: DS = TRIANGULATION STATION DISK
 SY4595_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SY4595_SP_SET: CONCRETE SEA WALL
 SY4595_STAMPING: DUWAMISH 1933
 SY4595_MARK LOGO: CGS   
 SY4595_PROJECTION: FLUSH
 SY4595_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY4595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY4595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4595+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 SY4595
 SY4595  HISTORY     - Date     Condition        Report By
 SY4595  HISTORY     - 1933     MONUMENTED       CGS
 SY4595  HISTORY     - 1933     GOOD             CGS
 SY4595  HISTORY     - 1934     GOOD             CGS
 SY4595  HISTORY     - 1936     GOOD             CGS
 SY4595  HISTORY     - 1940     GOOD             CGS
 SY4595  HISTORY     - 1955     GOOD             CGS
 SY4595  HISTORY     - 1962     GOOD             CGS
 SY4595  HISTORY     - 1969     GOOD             CGS
 SY4595  HISTORY     - 1973     GOOD             NGS
 SY4595  HISTORY     - 1973     GOOD             NGS
 SY4595  HISTORY     - 1976     GOOD             NGS
 SY4595  HISTORY     - 1978     GOOD             NOS
 SY4595  HISTORY     - 1979     GOOD             NOS
 SY4595  HISTORY     - 1980     GOOD             NOS
 SY4595  HISTORY     - 1983     GOOD             USPSQD
 SY4595  HISTORY     - 19851120 GOOD             NGS
 SY4595  HISTORY     - 19900110 GOOD             NGS
 SY4595  HISTORY     - 19940517 GOOD             NOSPMC
 SY4595  HISTORY     - 19980505 GOOD             WA-033
 SY4595  HISTORY     - 20020114 GOOD             NGS
 SY4595  HISTORY     - 20060531 GOOD             GEOCAC
 SY4595
 SY4595                          STATION DESCRIPTION
 SY4595
 SY4595'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (AMS)
 SY4595'STATION IS APPROXIMATELY 40 YARDS W OF THE ROAD INTERSECTION OF
 SY4595'RHODE ISLAND STREET AND ALKI AVENUE.  STATION IS ALSO APPROXIMATELY
 SY4595'OPPOSITE TO HOUSE NO.1152 ALKI AVENUE, SEATTLE.  THE STATION IS
 SY4595'IN THE VICINITY OF DUWAMISH 1921 (ALKI NE BASE), WHICH WAS DESTROYED
 SY4595'BY STREET GRADING IN 1924.
 SY4595'
 SY4595'STATION IS A STANDARD BRONZE DISK, STAMPED DUWAMISH, 1933, SET IN THE
 SY4595'TOP OF THE CONCRETE BREAKWATER, (REAR OF THE FORMER ALKI SWIMMING
 SY4595'POOL - ONLY THE FOUNDATION REMAINS AS THE BUILDING WAS DESTROYED
 SY4595'BY FIRE) AT THE OUTERMOST POINT OF DUWAMISH HEAD.
 SY4595'
 SY4595'A STANDARD DISK REFERENCE MARK WAS INSTALLED IN THE CONCRETE SEA
 SY4595'WALL, DISTANT 9.290 METERS, BUT DIRECTION WAS NOT OBSERVED.
 SY4595
 SY4595                          STATION RECOVERY (1933)
 SY4595
 SY4595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 SY4595'RECOVERED IN GOOD CONDITION.
 SY4595
 SY4595                          STATION RECOVERY (1934)
 SY4595
 SY4595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4595'STATION EASILY FOUND, AND IN GOOD CONDITION.  NO ADDITIONAL MARKS
 SY4595'REQUIRED.
 SY4595
 SY4595                          STATION RECOVERY (1936)
 SY4595
 SY4595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY4595'RECOVERED AS DESCRIBED.
 SY4595
 SY4595                          STATION RECOVERY (1940)
 SY4595
 SY4595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (FHH)
 SY4595'THE STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 SY4595'
 SY4595'THE STATION IS A STANDARD DISK STAMPED DUWAMISH - 1933 SET IN THE
 SY4595'TOP OF THE CONCRETE BREAKWATER (REAR OF THE FORMER LUNA PARK
 SY4595'SWIMMING POOL WHICH WAS DESTROYED BY FIRE, LEAVING ONLY THE
 SY4595'FOUNDATION) AT THE OUTERMOST POINT OF DUWAMISH HEAD.  THE STATION IS
 SY4595'APPROXIMATELY 40 YDS. WEST OF THE ROAD INTERSECTION OF RHODE
 SY4595'ISLAND ST. AND ALKI AVE., AND APPROXIMATELY OPPOSITE THE HOUSE
 SY4595'BEARING THE NUMBER 1152 ALKI AVE.
 SY4595
 SY4595                          STATION RECOVERY (1955)
 SY4595
 SY4595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSH)
 SY4595'THE STATION WAS EASILY RECOVERED AS DESCRIBED AND AS SUBSEQUENTLY
 SY4595'AMENDED, AND WAS IN GOOD CONDITION.  THE LUNA PARK POOL FOUNDATION
 SY4595'HAS BEEN EARTH-FILLED IN RECENT YEARS AND THE WOODEN PIERS IN THE
 SY4595'1936 RECOVERY NOTE HAVE BEEN REMOVED.
 SY4595
 SY4595                          STATION RECOVERY (1962)
 SY4595
 SY4595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY4595'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SY4595'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 SY4595'
 SY4595'THE STATION IS ON THE NORTH SIDE OF ALKI AVENUE, ON THE SOUTH SIDE OF
 SY4595'AN OLD DIRT-FILLED SWIMMING POOL WHICH HAS BEEN MADE INTO A SMALL
 SY4595'PARK, AND ON THE OUTERMOST POINT OF DUWAMISH HEAD.
 SY4595'
 SY4595'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF THE BREAKWATER
 SY4595'WALL, 48 FEET WEST OF THE ENTRANCE TO THE SMALL PARK ON ALKI
 SY4595'AVENUE, 44 FEET NORTH OF THE CENTER OF ALKI AVENUE, 29 FEET WEST OF A
 SY4595'POWER LINE GUY POLE, 8.8 FEET NORTHWEST OF THE BASE OF A STREET
 SY4595'LIGHT AND 1 FOOT SOUTH OF THE NORTH EDGE OF THE RETAINING WALL.
 SY4595'THE MARK IS STAMPED DUWAMISH 1933.
 SY4595'
 SY4595'REFERENCE MARK NO. 1, STAMPED DUWAMISH RM 1, IS A STANDARD DISK
 SY4595'SET IN THE TOP OF THE RETAINING WALL, 43 FEET NORTH OF THE CENTER OF
 SY4595'ALKI AVENUE AND 35 FEET WEST OF THE BASE OF THE STREET LIGHT.
 SY4595
 SY4595                          STATION RECOVERY (1969)
 SY4595
 SY4595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 SY4595'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 SY4595'REFERENCE MARK 2 WAS ESTABLISHED.
 SY4595'
 SY4595'LOCATED IN THE WEST SEATTLE AREA OF THE CITY OF SEATTLE ON DUWAMISH
 SY4595'HEAD AND ALONG THE NORTH EDGE OF ALKI AVENUE, 28 FEET SOUTH OF A
 SY4595'SMALL PARK, AND ABOUT ON THE NORTH PROLONGATION OF THE EAST WALL OF
 SY4595'THE GOLDEN SURF APARTMENTS AT 1156 ALKI AVENUE S. W.
 SY4595'
 SY4595'THE STATION IS A STANDARD DISK STAMPED DUWAMISH 1933 SET IN THE
 SY4595'TOP OF THE CONCRETE SEAWALL 9.6 FEET NORTH OF THE NORTH CURB OF
 SY4595'ALKI AVENUE, 9.2 FEET NORTH-NORTHWEST OF A STREET LAMPPOST, 0.8
 SY4595'FEET SOUTH OF THE NORTH EDGE OF THE SEAWALL.
 SY4595'
 SY4595'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DUWAMISH RM1 SET IN
 SY4595'THE TOP OF THE CONCRETE SEAWALL, 8.9 FEET NORTH OF THE NORTH CURB OF
 SY4595'ALKI AVENUE AND 0.5 FEET SOUTH OF THE NORTH EDGE OF THE WALL.
 SY4595'
 SY4595'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUWAMISH NO2 1933 1969
 SY4595'SET IN THE TOP OF THE MASONRY RETAINING WALL ALONG THE SOUTH SIDE OF
 SY4595'A SMALL PARK, 32.8 FEET EAST OF THE SOUTHWEST CORNER OF THE WALL,
 SY4595'AND 28.0 FEET NORTH OF THE SEAWALL.
 SY4595'
 SY4595'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 SY4595'
 SY4595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT SEATTLE.
 SY4595
 SY4595                          STATION RECOVERY (1973)
 SY4595
 SY4595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY4595'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO BE
 SY4595'IN GOOD CONDITION.  THE DISTANCES TO REFERENCE MARK 1 WAS FOUND TO
 SY4595'BE 0.006 METERS SHORTER THAN THE 1962 MEASUREMENT.  REFERENCE MARK 3
 SY4595'WAS ESTABLISHED AND OCCUPIED AT THIS TIME DUE TO A TREE BEING ON LINE
 SY4595'TO STATION ENGINE 1933 FROM THE TRUE STATION.
 SY4595'
 SY4595'THE PREVIOUS DESCRIPTION IS ENTIRELY ADEQUATE, HOWEVER, FOR A NEW
 SY4595'DESCRIPTION AND TO REACH, SEE THE DESCRIPTION FOR DUWAMISH RM 3.
 SY4595'
 SY4595'REFERENCE MARK 2 WAS NOT RECOVERED AT THIS TIME.
 SY4595'
 SY4595'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 SY4595'
 SY4595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES WEST OF
 SY4595'SEATTLE.
 SY4595
 SY4595                          STATION RECOVERY (1973)
 SY4595
 SY4595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SY4595'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 SY4595'DESCRIBED IN 1969.
 SY4595'
 SY4595'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 FEET.
 SY4595'
 SY4595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT SEATTLE.
 SY4595
 SY4595                          STATION RECOVERY (1976)
 SY4595
 SY4595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY4595'THE STATION, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED AS DESCRIBED.
 SY4595'
 SY4595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN WEST SEATTLE.
 SY4595
 SY4595                          STATION RECOVERY (1978)
 SY4595
 SY4595'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY4595'THE STATION AND REFERENCE MARKS 1,2, AND 3 WERE RECOVERED IN
 SY4595'GOOD CONDITION.  THE STATION WAS NOT OCCUPIED AT THIS TIME.
 SY4595'
 SY4595'THE STATION IS A STANDARD USC+GS DISK,
 SY4595'STAMPED---DUWAMISH 1933---.
 SY4595'CEMENTED IN THE TOP OF THE OLD CONCRETE SEAWALL.
 SY4595'
 SY4595'THE HEIGHT OF THE SIGNAL WAS 1.5 METERS.
 SY4595
 SY4595                          STATION RECOVERY (1979)
 SY4595
 SY4595'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RBM)
 SY4595'THE STATION AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 SY4595'IN GOOD CONDITION AS DESCRIBED.
 SY4595
 SY4595                          STATION RECOVERY (1980)
 SY4595
 SY4595'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY4595'THE STATION AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 SY4595'IN GOOD CONDITION.
 SY4595'
 SY4595'THE STATION IS STAMPED---DUWAMISH 1933---, A C+GS DISK SET
 SY4595'IN THE TOP OF THE CONCRETE SEAWALL.
 SY4595
 SY4595                          STATION RECOVERY (1983)
 SY4595
 SY4595'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4595'DUWAMISH 1933 RECOVERED GOOD.
 SY4595'
 SY4595'STATION AND RM 1 - RM 2 - RM 3 ALL RECOVERED AS DESCRIBED.
 SY4595
 SY4595                          STATION RECOVERY (1985)
 SY4595
 SY4595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (LLR)
 SY4595'RECOVERED AS DESCRIBED.
 SY4595
 SY4595                          STATION RECOVERY (1990)
 SY4595
 SY4595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SY4595'THE STATION IS LOCATED ABOUT 27.4 KM (17.0 MI) SOUTHEAST OF POULSBO,
 SY4595'19.3 KM (12.0 MI) EAST OF BREMERTON, 19.3 KM (12.0 MI) NORTHWEST OF
 SY4595'RENTON, IN THE CITY OF SEATTLE AT DUWAMISH HEAD AND IN SECTION 2,
 SY4595'T24N, R3E.
 SY4595'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND SPOKANE STREET
 SY4595'IN SEATTLE, GO WEST ON SPOKANE STREET FOR 3.70 KM (2.30 MI) TO THE
 SY4595'HARBOR AVENUE EXIT.  BEAR RIGHT ON THE EXIT RAMP FOR 0.32 KM
 SY4595'(0.20 MI)  TO A T-INTERSECTION.  TURN RIGHT AND GO NORTHWEST ON
 SY4595'HARBOR AVENUE SOUTHWEST FOR 3.22 KM (2.00 MI) TO THE STATION ON THE
 SY4595'RIGHT.
 SY4595'THE MARK IS SET IN A DRILL HOLE IN THE CONCRETE SEAWALL.  IT IS 15.2 M
 SY4595'(49.9 FT) NORTHWEST OF THE CENTER OF HARBOR AVENUE SOUTHWEST, 15.2 M
 SY4595'(49.9 FT) SOUTHWEST OF THE CENTER OF A SURFACED ENTRANCE TO THE PARK,
 SY4595'8.7 M (28.5 FT) SOUTHEAST OF A CHAIN FENCE, 9.1 M (29.9 FT)
 SY4595'NORTHWEST  OF A LIGHT POLE AND 7.0 M (23.0 FT) EAST OF A 1-1/2 INCH
 SY4595'IRON PIPE.
 SY4595
 SY4595                          STATION RECOVERY (1994)
 SY4595
 SY4595'RECOVERY NOTE BY PACIFIC MARINE CENTER 1994 (JGF)
 SY4595'RECOVERED AS DESCRIBED.
 SY4595
 SY4595                          STATION RECOVERY (1998)
 SY4595
 SY4595'RECOVERY NOTE BY KING COUNTY WASHINGTON 1998 (DSR)
 SY4595'LOCATION AND TO REACH SAME AS 1990 RECOVERY WITH STATION BEING
 SY4595'OPPOSITE BUILDING AT 1150 ALKI AVE SW.  MARK IS SET IN A DRILL IN THE
 SY4595'OLD CONCRETE SEA WALL SOUTH OF THE NEW SIDEWALK AND SMALL PARK AND IS
 SY4595'19 FT (5.8 M) EASTERLY OF TOP OF STAIRS AND 16 FT (4.9 M) NORTHERLY OF
 SY4595'NORTH EDGE OF SIDEWALK ADJACENT TO ALKI AVE.  STATION BEARS (AZ 154)
 SY4595'31 FT (9.4 M) TO STREET LIGHT, BEARS (AZ 244-11) 9.228 M (30.276 FT)
 SY4595'TO RM1, AND 9.152 M (30.026 FT) (AZ 316-19) TO RM2, BUT ONLY GROUT
 SY4595'REMAINS WAS FOUND AT DUWAMISH RM3 (NO DRILL HOLE FOUND, STEM WAS
 SY4595'CHOPPED OFF TO FIT SMALL CHISEL INDENTATION IN CONCRETE WALL) .
 SY4595
 SY4595                          STATION RECOVERY (2002)
 SY4595
 SY4595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 SY4595'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY4595
 SY4595                          STATION RECOVERY (2006)
 SY4595
 SY4595'RECOVERY NOTE BY GEOCACHING 2006 (SM)
 SY4595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0257 ***********************************************************************
 SY0257  DESIGNATION -  DUWAMISH 1
 SY0257  PID         -  SY0257
 SY0257  STATE/COUNTY-  WA/KING
 SY0257  USGS QUAD   -  POVERTY BAY (1994)
 SY0257
 SY0257                         *CURRENT SURVEY CONTROL
 SY0257  ___________________________________________________________________
 SY0257* NAD 83(1986)-  47 32 27.     (N)    122 19 23.     (W)     SCALED    
 SY0257* NAVD 88     -         5.362  (meters)      17.59   (feet)  ADJUSTED  
 SY0257  ___________________________________________________________________
 SY0257  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SY0257  DYNAMIC HT  -           5.363 (meters)      17.60  (feet)  COMP
 SY0257  MODELED GRAV-     980,742.5   (mgal)                       NAVD 88
 SY0257
 SY0257  VERT ORDER  -  FIRST     CLASS I
 SY0257
 SY0257.The horizontal coordinates were scaled from a topographic map and have
 SY0257.an estimated accuracy of +/- 6 seconds.
 SY0257
 SY0257.The orthometric height was determined by differential leveling
 SY0257.and adjusted by the National Geodetic Survey in June 1991..
 SY0257.WARNING-Repeat measurements at this control monument indicate possible
 SY0257.vertical movement.
 SY0257
 SY0257.The geoid height was determined by GEOID03.
 SY0257
 SY0257.The dynamic height is computed by dividing the NAVD 88
 SY0257.geopotential number by the normal gravity value computed on the
 SY0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0257.degrees latitude (g = 980.6199 gals.).
 SY0257
 SY0257.The modeled gravity was interpolated from observed gravity values.
 SY0257
 SY0257;                    North         East    Units  Estimated Accuracy
 SY0257;SPC WA N     -    61,220.      387,850.      MT  (+/- 180 meters Scaled)
 SY0257
 SY0257                          SUPERSEDED SURVEY CONTROL
 SY0257
 SY0257  NGVD 29 (??/??/??)    4.273  (m)           14.02   (f) ADJUSTED    1 1
 SY0257
 SY0257.Superseded values are not recommended for survey control.
 SY0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0257.See file dsdata.txt to determine how the superseded data were derived.
 SY0257
 SY0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET509654(NAD 83)
 SY0257_MARKER: DJ = TIDAL STATION DISK
 SY0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0257_SP_SET: CURB
 SY0257_STAMPING: DUWAMISH NO 1 1924
 SY0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0257
 SY0257  HISTORY     - Date     Condition        Report By
 SY0257  HISTORY     - 1924     MONUMENTED       CGS
 SY0257  HISTORY     - 1965     GOOD             CGS
 SY0257  HISTORY     - 19910704 MARK NOT FOUND   USPSQD
 SY0257
 SY0257                          STATION DESCRIPTION
 SY0257
 SY0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0257'4.1 MI S FROM SEATTLE.
 SY0257'3.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SY0257'RAILROAD FROM THE UNION STATION AT SEATTLE, THENCE 0.9 MILE SOUTH
 SY0257'ALONG CORSON AVENUE S., AT THE EAST CORNER OF THE INTERSECTION OF
 SY0257'CORSON AVENUE S. AND E. MARGINAL WAY (U.S. HIGHWAY 99), IN THE TOP OF
 SY0257'THE EAST CURB OF THE AVENUE, ACROSS THE AVENUE FROM A TEXACO SERVICE
 SY0257'STATION WITH A LARGE HAT AND BOOTS, 58 FEET NORTHEAST OF THE CENTER
 SY0257'LINE OF THE WAY, 22 FEET EAST OF THE CENTER LINE OF THE AVENUE, 20
 SY0257'FEET NORTH-NORTHWEST OF A FIRE HYDRANT, 18.0 FEET NORTHWEST OF THE
 SY0257'WEST CORNER OF NORTHWESTERN PACIFIC BELL COMPANY BUILDING, AND ABOUT
 SY0257'1/2 FOOT HIGHER THAN THE AVENUE.
 SY0257
 SY0257                          STATION RECOVERY (1991)
 SY0257
 SY0257'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTS)
 SY0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4580 ***********************************************************************
 SY4580  DESIGNATION -  DUWAMISH 2 ALKI NE BASE 2
 SY4580  PID         -  SY4580
 SY4580  STATE/COUNTY-  WA/KING
 SY4580  USGS QUAD   -  TACOMA NORTH (1994)
 SY4580
 SY4580                         *CURRENT SURVEY CONTROL
 SY4580  ___________________________________________________________________
 SY4580* NAD 83(1991)-  47 35 41.24876(N)    122 23 17.84330(W)     ADJUSTED  
 SY4580* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY4580  ___________________________________________________________________
 SY4580  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 SY4580  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY4580
 SY4580  HORZ ORDER  -  FIRST
 SY4580
 SY4580.The horizontal coordinates were established by classical geodetic methods
 SY4580.and adjusted by the National Geodetic Survey in December 1991..
 SY4580
 SY4580.The orthometric height was scaled from a topographic map.
 SY4580
 SY4580.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4580
 SY4580.The geoid height was determined by GEOID03.
 SY4580
 SY4580;                    North         East     Units Scale Factor Converg.
 SY4580;SPC WA N     -    67,311.511   383,064.936   MT  0.99998367   -1 09 27.7
 SY4580;SPC WA N     -   220,837.85  1,256,772.21   sFT  0.99998367   -1 09 27.7
 SY4580;UTM  10      - 5,271,445.829   545,986.928   MT  0.99962599   +0 27 06.1
 SY4580
 SY4580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4580!SPC WA N     -   1.00000228  x   0.99998367  =   0.99998595
 SY4580!UTM  10      -   1.00000228  x   0.99962599  =   0.99962827
 SY4580
 SY4580:                Primary Azimuth Mark                     Grid Az
 SY4580:SPC WA N     -  ALKI ALKI SW BASE                        230 27 33.5
 SY4580:UTM  10      -  ALKI ALKI SW BASE                        228 50 59.7
 SY4580
 SY4580|---------------------------------------------------------------------|
 SY4580| PID    Reference Object                     Distance      Geod. Az  |
 SY4580|                                                           dddmmss.s |
 SY4580| SY4632 ALKI ALKI SW BASE                   APPROX. 3.2 KM 2291805.8 |
 SY4580|---------------------------------------------------------------------|
 SY4580
 SY4580                          SUPERSEDED SURVEY CONTROL
 SY4580
 SY4580  NAD 83(1986)-  47 35 41.24280(N)    122 23 17.84886(W) AD(       ) 1
 SY4580  NAD 27      -  47 35 41.89200(N)    122 23 13.39200(W) AD(       ) 1
 SY4580
 SY4580.Superseded values are not recommended for survey control.
 SY4580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4580.See file dsdata.txt to determine how the superseded data were derived.
 SY4580
 SY4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4598771446(NAD 83)
 SY4580_MARKER: DS = TRIANGULATION STATION DISK
 SY4580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4580
 SY4580  HISTORY     - Date     Condition        Report By
 SY4580  HISTORY     - 1924     MONUMENTED       CGS
 SY4580  HISTORY     - 20020114 GOOD             NGS
 SY4580
 SY4580                          STATION DESCRIPTION
 SY4580
 SY4580'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (CLG)
 SY4580'THE STATION IS LOCATED AT DUWAMISH HEAD, ELLIOTT BAY, ABOUT 4
 SY4580'METERS FROM BULKHEAD AND 30 METERS W FROM LUNA PARK PAVILION.  THE
 SY4580'STATION IS DIRECTLY OPPOSITE HOUSE NUMBER 1176 ALKI AVENUE.  ONE
 SY4580'REFERENCE MARK IS SET NEAR ROADWAY ON PROPERTY BETWEEN ADJACENT
 SY4580'HOUSES 1176 AND 1200.  ANOTHER REFERENCE MARK IS SET ON W EDGE OF
 SY4580'LOT OF HOUSE NUMBER 1172 AND NEAR ROADWAY AND WATER METER.
 SY4580'THERE ARE THREE VALVE STEMS IN THE WATER HYDRANT, THE HOLE IN
 SY4580'THE TOP OF THE LARGEST ONE WAS REFERRED TO AS A REFERENCE
 SY4580'MARK.
 SY4580'
 SY4580'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4580'CONCRETE.
 SY4580'
 SY4580'NOTE--THE ABOVE DISTANCES ARE INCLINED.  FOR HORIZONTAL THEY ARE AS
 SY4580'FOLLOWS--23.82, 25.945, AND 25.365.
 SY4580
 SY4580                          STATION RECOVERY (2002)
 SY4580
 SY4580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 SY4580'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0259 ***********************************************************************
 SY0259  DESIGNATION -  DUWAMISH 2 RESET 1935
 SY0259  PID         -  SY0259
 SY0259  STATE/COUNTY-  WA/KING
 SY0259  USGS QUAD   -  POVERTY BAY (1994)
 SY0259
 SY0259                         *CURRENT SURVEY CONTROL
 SY0259  ___________________________________________________________________
 SY0259* NAD 83(1986)-  47 32 22.     (N)    122 19 19.     (W)     SCALED    
 SY0259* NAVD 88     -         5.600  (meters)      18.37   (feet)  ADJUSTED  
 SY0259  ___________________________________________________________________
 SY0259  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 SY0259  DYNAMIC HT  -           5.601 (meters)      18.38  (feet)  COMP
 SY0259  MODELED GRAV-     980,743.7   (mgal)                       NAVD 88
 SY0259
 SY0259  VERT ORDER  -  FIRST     CLASS I
 SY0259
 SY0259.The horizontal coordinates were scaled from a topographic map and have
 SY0259.an estimated accuracy of +/- 6 seconds.
 SY0259
 SY0259.The orthometric height was determined by differential leveling
 SY0259.and adjusted by the National Geodetic Survey in June 1991..
 SY0259.WARNING-Repeat measurements at this control monument indicate possible
 SY0259.vertical movement.
 SY0259
 SY0259.The geoid height was determined by GEOID03.
 SY0259
 SY0259.The dynamic height is computed by dividing the NAVD 88
 SY0259.geopotential number by the normal gravity value computed on the
 SY0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0259.degrees latitude (g = 980.6199 gals.).
 SY0259
 SY0259.The modeled gravity was interpolated from observed gravity values.
 SY0259
 SY0259;                    North         East    Units  Estimated Accuracy
 SY0259;SPC WA N     -    61,060.      387,940.      MT  (+/- 180 meters Scaled)
 SY0259
 SY0259                          SUPERSEDED SURVEY CONTROL
 SY0259
 SY0259  NGVD 29 (??/??/??)    4.511  (m)           14.80   (f) ADJUSTED    1 1
 SY0259
 SY0259.Superseded values are not recommended for survey control.
 SY0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0259.See file dsdata.txt to determine how the superseded data were derived.
 SY0259
 SY0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET510653(NAD 83)
 SY0259_MARKER: DJ = TIDAL STATION DISK
 SY0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0259_SP_SET: SIDEWALK
 SY0259_STAMPING: DUWAMISH NO 2 1924
 SY0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0259
 SY0259  HISTORY     - Date     Condition        Report By
 SY0259  HISTORY     - 1935     MONUMENTED       CGS
 SY0259  HISTORY     - 1965     GOOD             CGS
 SY0259  HISTORY     - 19910704 GOOD             USPSQD
 SY0259
 SY0259                          STATION DESCRIPTION
 SY0259
 SY0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0259'4.2 MI S FROM SEATTLE.
 SY0259'3.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 SY0259'RAILROAD FROM THE UNION STATION AT SEATTLE, THENCE 0.9 MILE SOUTH
 SY0259'ALONG CORSON AVENUE S., THENCE 0.1 MILE SOUTHEAST ALONG E. MARGINAL
 SY0259'WAY (U.S. HIGHWAY 99), IN THE TOP OF THE CONCRETE PAVEMENT ALONG THE
 SY0259'WEST EDGE OF 8TH AVENUE S. ABOUT MIDWAY BETWEEN E. MARGINAL WAY AND
 SY0259'MYRTLE STREET S., 80 FEET SOUTHEAST OF THE EAST CORNER OF CAMEL INN
 SY0259'TAVERN AND CAFE, 42 FEET NORTH OF THE CENTER LINE OF THE STREET, 23.5
 SY0259'FEET WEST OF THE CENTER LINE OF THE AVENUE, 3.0 FEET NORTH OF A SEWER
 SY0259'MAN HOLE COVER, AND ABOUT FLUSH WITH THE AVENUE.
 SY0259
 SY0259                          STATION RECOVERY (1991)
 SY0259
 SY0259'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTS)
 SY0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0260 ***********************************************************************
 SY0260  DESIGNATION -  DUWAMISH 4
 SY0260  PID         -  SY0260
 SY0260  STATE/COUNTY-  WA/KING
 SY0260  USGS QUAD   -  POVERTY BAY (1994)
 SY0260
 SY0260                         *CURRENT SURVEY CONTROL
 SY0260  ___________________________________________________________________
 SY0260* NAD 83(1986)-  47 32 06.     (N)    122 19 21.     (W)     SCALED    
 SY0260* NAVD 88     -         3.510  (meters)      11.52   (feet)  ADJUSTED  
 SY0260  ___________________________________________________________________
 SY0260  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SY0260  DYNAMIC HT  -           3.510 (meters)      11.52  (feet)  COMP
 SY0260  MODELED GRAV-     980,748.2   (mgal)                       NAVD 88
 SY0260
 SY0260  VERT ORDER  -  FIRST     CLASS I
 SY0260
 SY0260.The horizontal coordinates were scaled from a topographic map and have
 SY0260.an estimated accuracy of +/- 6 seconds.
 SY0260
 SY0260.The orthometric height was determined by differential leveling
 SY0260.and adjusted by the National Geodetic Survey in June 1991..
 SY0260.WARNING-Repeat measurements at this control monument indicate possible
 SY0260.vertical movement.
 SY0260
 SY0260.The geoid height was determined by GEOID03.
 SY0260
 SY0260.The dynamic height is computed by dividing the NAVD 88
 SY0260.geopotential number by the normal gravity value computed on the
 SY0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0260.degrees latitude (g = 980.6199 gals.).
 SY0260
 SY0260.The modeled gravity was interpolated from observed gravity values.
 SY0260
 SY0260;                    North         East    Units  Estimated Accuracy
 SY0260;SPC WA N     -    60,570.      387,880.      MT  (+/- 180 meters Scaled)
 SY0260
 SY0260                          SUPERSEDED SURVEY CONTROL
 SY0260
 SY0260  NGVD 29 (??/??/??)    2.421  (m)            7.94   (f) ADJUSTED    1 1
 SY0260
 SY0260.Superseded values are not recommended for survey control.
 SY0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0260.See file dsdata.txt to determine how the superseded data were derived.
 SY0260
 SY0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET509648(NAD 83)
 SY0260_MARKER: DJ = TIDAL STATION DISK
 SY0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0260_SP_SET: FOUNDATION
 SY0260_STAMPING: DUWAMISH NO 4 1924
 SY0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0260
 SY0260  HISTORY     - Date     Condition        Report By
 SY0260  HISTORY     - 1924     MONUMENTED       CGS
 SY0260  HISTORY     - 1965     GOOD             CGS
 SY0260  HISTORY     - 19910704 GOOD             USPSQD
 SY0260
 SY0260                          STATION DESCRIPTION
 SY0260
 SY0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0260'4.5 MI S FROM SEATTLE.
 SY0260'3.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 SY0260'RAILROAD FROM THE UNION STATION AT SEATTLE, THENCE 0.9 MILE SOUTH
 SY0260'ALONG CORSON AVENUE S., THENCE 0.1 MILE SOUTHEAST ALONG E. MARGINAL
 SY0260'WAY (U.S. HIGHWAY 99), THENCE 0.3 MILE SOUTH ALONG 8TH AVENUE S., IN
 SY0260'THE TOP OF THE EXTENSION OF THE CONCRETE FOUNDATION AT THE SOUTHEAST
 SY0260'CORNER OF PUGET SOUND POWER AND LIGHT COMPANY WATER PUMPING STATION
 SY0260'BUILDING, ABOUT 33 YARDS WEST OF THE SOUTH END OF 8TH AVENUE S., ALONG
 SY0260'THE NORTHEAST BANK OF DUWAMISH RIVER WHICH IS IN A NORTHWEST-SOUTHEAST
 SY0260'DIRECTION AT THIS POINT, ABOUT 3 FEET LOWER THAN THE AVENUE, AND 0.5
 SY0260'FOOT ABOVE THE GROUND.
 SY0260
 SY0260                          STATION RECOVERY (1991)
 SY0260
 SY0260'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTS)
 SY0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4593 ***********************************************************************
 SY4593  DESIGNATION -  DUWAMISH HEAD LIGHT
 SY4593  PID         -  SY4593
 SY4593  STATE/COUNTY-  WA/KING
 SY4593  USGS QUAD   -  TACOMA NORTH (1994)
 SY4593
 SY4593                         *CURRENT SURVEY CONTROL
 SY4593  ___________________________________________________________________
 SY4593* NAD 83(1991)-  47 35 54.96760(N)    122 23 16.21627(W)     ADJUSTED  
 SY4593* NAVD 88     -                                                        
 SY4593  ___________________________________________________________________
 SY4593  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 SY4593  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 SY4593
 SY4593  HORZ ORDER  -  THIRD
 SY4593
 SY4593.The horizontal coordinates were established by classical geodetic methods
 SY4593.and adjusted by the National Geodetic Survey in December 1991..
 SY4593
 SY4593
 SY4593.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4593
 SY4593.The geoid height was determined by GEOID03.
 SY4593
 SY4593;                    North         East     Units Scale Factor Converg.
 SY4593;SPC WA N     -    67,734.424   383,107.476   MT  0.99998307   -1 09 26.5
 SY4593;SPC WA N     -   222,225.36  1,256,911.78   sFT  0.99998307   -1 09 26.5
 SY4593;UTM  10      - 5,271,869.618   546,017.563   MT  0.99962602   +0 27 07.4
 SY4593
 SY4593                          SUPERSEDED SURVEY CONTROL
 SY4593
 SY4593  NAD 83(1986)-  47 35 54.96196(N)    122 23 16.22154(W) AD(       ) 4
 SY4593  NAD 27      -  47 35 55.61000(N)    122 23 11.76400(W) AD(       ) 3
 SY4593
 SY4593.Superseded values are not recommended for survey control.
 SY4593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4593.See file dsdata.txt to determine how the superseded data were derived.
 SY4593
 SY4593_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4601871870(NAD 83)
 SY4593
 SY4593  HISTORY     - Date     Condition        Report By
 SY4593  HISTORY     - 1962     MONUMENTED       CGS
 SY4593  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4593  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY4593  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SY4593
 SY4593                          STATION DESCRIPTION
 SY4593
 SY4593'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY4593'THE STATION IS THE NAVAGATION LIGHT 0.2 MILE NORTH OF DUWAMISH HEAD.
 SY4593'THE LIGHT WAS REBUILT IN 1959 AND ITS POSITION CHANGED A FEW FEET.
 SY4593'
 SY4593'THE STATION IS THE TOP CENTER OF THE WHITE LIGHT ATOP THE WHITE
 SY4593'CONICAL HOUSE ABOVE A WHITE SQUARE HOUSE SUPPORTED BY A PILE
 SY4593'STRUCTURE.  THE LIGHT IS ABOUT 16 FEET ABOVE MEAN HIGH WATER.
 SY4593
 SY4593                          STATION RECOVERY (1963)
 SY4593
 SY4593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4593'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1962.  THE LIGHT
 SY4593'IS LISTED IN THE PUBLICATION LIST OF LIGHTS AND OTHER MARINE AIDS,
 SY4593'VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS, 1963, AS NO.1794.
 SY4593
 SY4593                          STATION RECOVERY (1969)
 SY4593
 SY4593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 SY4593'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY MEW IN
 SY4593'1962.  DESIGNATED AS NO. 2295 IN THE PUBLICATION LIGHT LIST VOLUME
 SY4593'III PACIFIC COAST AND PACIFIC ISLANDS (1969).
 SY4593'
 SY4593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT SEATTLE.
 SY4593
 SY4593                          STATION RECOVERY (1970)
 SY4593
 SY4593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBW)
 SY4593'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY4593'
 SY4593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN CITY OF
 SY4593'SEATTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4672 ***********************************************************************
 SY4672  DESIGNATION -  DUWAMISH HEAD LT 2
 SY4672  PID         -  SY4672
 SY4672  STATE/COUNTY-  WA/KING
 SY4672  USGS QUAD   -  TACOMA NORTH (1994)
 SY4672
 SY4672                         *CURRENT SURVEY CONTROL
 SY4672  ___________________________________________________________________
 SY4672* NAD 83(1991)-  47 35 55.94048(N)    122 23 16.65592(W)     ADJUSTED  
 SY4672* NAVD 88     -                                                        
 SY4672  ___________________________________________________________________
 SY4672  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 SY4672  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 SY4672
 SY4672  HORZ ORDER  -  THIRD
 SY4672
 SY4672.The horizontal coordinates were established by classical geodetic methods
 SY4672.and adjusted by the National Geodetic Survey in December 1991..
 SY4672
 SY4672
 SY4672.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4672
 SY4672.The geoid height was determined by GEOID03.
 SY4672
 SY4672;                    North         East     Units Scale Factor Converg.
 SY4672;SPC WA N     -    67,764.649   383,098.901   MT  0.99998302   -1 09 26.8
 SY4672;SPC WA N     -   222,324.52  1,256,883.64   sFT  0.99998302   -1 09 26.8
 SY4672;UTM  10      - 5,271,899.580   546,008.146   MT  0.99962601   +0 27 07.1
 SY4672
 SY4672                          SUPERSEDED SURVEY CONTROL
 SY4672
 SY4672  NAD 83(1986)-  47 35 55.93488(N)    122 23 16.66124(W) AD(       ) 4
 SY4672  NAD 27      -  47 35 56.58175(N)    122 23 12.20452(W) AD(       ) 3
 SY4672
 SY4672.Superseded values are not recommended for survey control.
 SY4672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4672.See file dsdata.txt to determine how the superseded data were derived.
 SY4672
 SY4672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4600871900(NAD 83)
 SY4672_MARKER: 14 = NAVIGATION LIGHT
 SY4672_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY4672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4672+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 SY4672
 SY4672  HISTORY     - Date     Condition        Report By
 SY4672  HISTORY     - 1980     FIRST OBSERVED   NOS
 SY4672  HISTORY     - 1980     GOOD             NOS
 SY4672  HISTORY     - 20020114 GOOD             NGS
 SY4672  HISTORY     - 20050824 GOOD             USPSQD
 SY4672
 SY4672                          STATION DESCRIPTION
 SY4672
 SY4672'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY4672'THE STATION IS LOCATED IN THE CITY OF SEATTLE, IN ELLIOT BAY,
 SY4672'ABOUT 400 YARDS NORTH OF DUWAMISH HEAD AND IN ABOUT 17 FEET OF
 SY4672'WATER.
 SY4672'
 SY4672'THE STATION IS A WHITE LIGHT ON A DOLPHIN. DESIGNATED AS NO. 2331
 SY4672'IN THE COAST GUARD PUBLICATION, LIGHT LIST, VOLUME 3, PACIFIC
 SY4672'COAST AND PACIFIC ISLANDS, 1980.
 SY4672
 SY4672                          STATION RECOVERY (1980)
 SY4672
 SY4672'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY4672'THE LIGHT WAS RECOVERED AS DESCRIBED EARLIER IN 1980.
 SY4672
 SY4672                          STATION RECOVERY (2002)
 SY4672
 SY4672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 SY4672'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY4672
 SY4672                          STATION RECOVERY (2005)
 SY4672
 SY4672'RECOVERY NOTE BY US POWER SQUADRON 2005 (RSK)
 SY4672'RECOVERED AS DESCRIBED.  NOW LISTED AS LIGHT NO.16910 DUWAMISH HEAD
 SY4672'LIGHT IN COAST GUARD LIGHT LIST VOL 6, 2005
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4581 ***********************************************************************
 SY4581  DESIGNATION -  DUWAMISH LIGHT
 SY4581  PID         -  SY4581
 SY4581  STATE/COUNTY-  WA/KING
 SY4581  USGS QUAD   -  TACOMA NORTH (1994)
 SY4581
 SY4581                         *CURRENT SURVEY CONTROL
 SY4581  ___________________________________________________________________
 SY4581* NAD 83(1991)-  47 35 54.94526(N)    122 23 16.22841(W)     ADJUSTED  
 SY4581* NAVD 88     -                                                        
 SY4581  ___________________________________________________________________
 SY4581  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 SY4581  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 SY4581
 SY4581  HORZ ORDER  -  THIRD
 SY4581
 SY4581.The horizontal coordinates were established by classical geodetic methods
 SY4581.and adjusted by the National Geodetic Survey in December 1991..
 SY4581
 SY4581
 SY4581.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4581
 SY4581.The geoid height was determined by GEOID03.
 SY4581
 SY4581;                    North         East     Units Scale Factor Converg.
 SY4581;SPC WA N     -    67,733.739   383,107.209   MT  0.99998307   -1 09 26.5
 SY4581;SPC WA N     -   222,223.11  1,256,910.90   sFT  0.99998307   -1 09 26.5
 SY4581;UTM  10      - 5,271,868.926   546,017.315   MT  0.99962602   +0 27 07.4
 SY4581
 SY4581                          SUPERSEDED SURVEY CONTROL
 SY4581
 SY4581  NAD 83(1986)-  47 35 54.93964(N)    122 23 16.23370(W) AD(       ) 4
 SY4581  NAD 27      -  47 35 55.58700(N)    122 23 11.77700(W) AD(       ) 3
 SY4581
 SY4581.Superseded values are not recommended for survey control.
 SY4581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4581.See file dsdata.txt to determine how the superseded data were derived.
 SY4581
 SY4581_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4601771869(NAD 83)
 SY4581
 SY4581  HISTORY     - Date     Condition        Report By
 SY4581  HISTORY     - 1940     MONUMENTED       CGS
 SY4581  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY4581
 SY4581                          STATION DESCRIPTION
 SY4581
 SY4581'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FHH)
 SY4581'THE STATION IS THE NAVIGATION LIGHT THAT SETS ON A PILE FOUNDATION,
 SY4581'THAT SETS OFFSHORE N OF DUWAMISH HEAD ABOUT 1/4 MILE.  THE POINT
 SY4581'USED WAS THE SHARP POINT ON THE TOP OF THE LIGHT, WHICH IS ABOUT
 SY4581'16 FEET ABOVE MEAN HIGH WATER.
 SY4581'
 SY4581'THIS IS AN INTERSECTION STATION.
 SY4581
 SY4581                          STATION RECOVERY (1960)
 SY4581
 SY4581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GCM)
 SY4581'THE LIGHT WAS DESTROYED IN MAY 1958 IN AN ACCIDENT WITH A
 SY4581'BARGE.  THE STRUCTURE WAS REBUILT IN JANUARY 1959.  THE POSITION
 SY4581'OF THE LIGHT MAY BE CHANGED BY SEVERAL FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4602 ***********************************************************************
 SY4602  DESIGNATION -  DUWAMISH WIRELESS 1914
 SY4602  PID         -  SY4602
 SY4602  STATE/COUNTY-  WA/KING
 SY4602  USGS QUAD   -  TACOMA NORTH (1994)
 SY4602
 SY4602                         *CURRENT SURVEY CONTROL
 SY4602  ___________________________________________________________________
 SY4602* NAD 83(1991)-  47 35 37.57486(N)    122 23 11.12456(W)     ADJUSTED  
 SY4602* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 SY4602  ___________________________________________________________________
 SY4602  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 SY4602  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 SY4602
 SY4602  HORZ ORDER  -  THIRD
 SY4602
 SY4602.The horizontal coordinates were established by classical geodetic methods
 SY4602.and adjusted by the National Geodetic Survey in December 1991..
 SY4602
 SY4602.The orthometric height was scaled from a topographic map.
 SY4602
 SY4602.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4602
 SY4602.The geoid height was determined by GEOID03.
 SY4602
 SY4602;                    North         East     Units Scale Factor Converg.
 SY4602;SPC WA N     -    67,195.237   383,202.977   MT  0.99998383   -1 09 22.7
 SY4602;SPC WA N     -   220,456.37  1,257,225.10   sFT  0.99998383   -1 09 22.7
 SY4602;UTM  10      - 5,271,333.518   546,128.130   MT  0.99962615   +0 27 11.0
 SY4602
 SY4602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4602!SPC WA N     -   0.99999538  x   0.99998383  =   0.99997921
 SY4602!UTM  10      -   0.99999538  x   0.99962615  =   0.99962153
 SY4602
 SY4602                          SUPERSEDED SURVEY CONTROL
 SY4602
 SY4602  NAD 83(1986)-  47 35 37.56867(N)    122 23 11.12921(W) AD(       ) 3
 SY4602  NAD 27      -  47 35 38.21700(N)    122 23 06.68700(W) AD(       ) 3
 SY4602
 SY4602.Superseded values are not recommended for survey control.
 SY4602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4602.See file dsdata.txt to determine how the superseded data were derived.
 SY4602
 SY4602_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4612871334(NAD 83)
 SY4602
 SY4602  HISTORY     - Date     Condition        Report By
 SY4602  HISTORY     - 1914     MONUMENTED       CGS
 SY4602  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY4602
 SY4602                          STATION DESCRIPTION
 SY4602
 SY4602'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (JFP)
 SY4602'THIS IS A PROMINENT AND UNMISTAKABLE SINGLE POLE ON THE POINT OF
 SY4602'DUWAMISH HEAD AT THE TOP OF THE BLUFF.  THE POLE IS NOT USED NOW
 SY4602'FOR TELEGRAPH WORK.
 SY4602'
 SY4602'THE TIP OF THE POLE WAS USED FOR A MARK.  AS THE POLE IS SPRUNG,
 SY4602'WHOEVER OCCUPIED THE STATION ECCENTRICALLY MUST BE CAREFUL OF HIS
 SY4602'DISTANCE.  THE PERPENDICULAR WILL FALL NEAR THE SURFACE OF THE
 SY4602'POLE ON THE E SIDE AT THE BOTTOM.
 SY4602
 SY4602                          STATION RECOVERY (1934)
 SY4602
 SY4602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4602'THIS STATION DOES NOT EXIST NOW, AND THE HILL HAS BEEN REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3737 ***********************************************************************
 SY3737  DESIGNATION -  DWYER
 SY3737  PID         -  SY3737
 SY3737  STATE/COUNTY-  WA/KING
 SY3737  USGS QUAD   -  
 SY3737
 SY3737                         *CURRENT SURVEY CONTROL
 SY3737  ___________________________________________________________________
 SY3737* NAD 83(1991)-  47 40 33.83166(N)    122 08 11.30507(W)     ADJUSTED  
 SY3737* NAVD 88     -        25.43   (+/-2cm)      83.4    (feet)  VERTCON   
 SY3737  ___________________________________________________________________
 SY3737  LAPLACE CORR-           7.70  (seconds)                    DEFLEC99
 SY3737  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SY3737
 SY3737  HORZ ORDER  -  SECOND
 SY3737  VERT ORDER  -  THIRD ? (See Below)
 SY3737
 SY3737.The horizontal coordinates were established by classical geodetic methods
 SY3737.and adjusted by the National Geodetic Survey in December 1991..
 SY3737
 SY3737.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3737.The vertical order pertains to the NGVD 29 superseded value.
 SY3737
 SY3737.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3737
 SY3737.The geoid height was determined by GEOID03.
 SY3737
 SY3737;                    North         East     Units Scale Factor Converg.
 SY3737;SPC WA N     -    75,994.556   402,152.909   MT  0.99997181   -0 58 12.8
 SY3737;SPC WA N     -   249,325.47  1,319,396.67   sFT  0.99997181   -0 58 12.8
 SY3737;UTM  10      - 5,280,658.286   564,817.172   MT  0.99965163   +0 38 18.5
 SY3737
 SY3737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3737!SPC WA N     -   0.99999971  x   0.99997181  =   0.99997152
 SY3737!UTM  10      -   0.99999971  x   0.99965163  =   0.99965134
 SY3737
 SY3737:                Primary Azimuth Mark                     Grid Az
 SY3737:SPC WA N     -  REDMOND SCHOOL FLAGSTAFF                 095 42 53.6
 SY3737:UTM  10      -  REDMOND SCHOOL FLAGSTAFF                 094 06 22.3
 SY3737
 SY3737|---------------------------------------------------------------------|
 SY3737| PID    Reference Object                     Distance      Geod. Az  |
 SY3737|                                                           dddmmss.s |
 SY3737| SY3530 REDMOND SCHOOL FLAGSTAFF            APPROX. 1.4 KM 0944440.8 |
 SY3737| CF6557 DWYER RM                             37.811 METERS 21214     |
 SY3737| SY3789 WILLOWS                             APPROX. 2.4 KM 3574132.5 |
 SY3737|---------------------------------------------------------------------|
 SY3737
 SY3737                          SUPERSEDED SURVEY CONTROL
 SY3737
 SY3737  NAD 83(1986)-  47 40 33.82394(N)    122 08 11.30974(W) AD(       ) 2
 SY3737  NAD 27      -  47 40 34.47300(N)    122 08 06.88200(W) AD(       ) 2
 SY3737  NGVD 29 (07/19/86)   24.34   (m)           79.9    (f) LEVELING    3  
 SY3737
 SY3737.Superseded values are not recommended for survey control.
 SY3737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3737.See file dsdata.txt to determine how the superseded data were derived.
 SY3737
 SY3737_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6481780658(NAD 83)
 SY3737_MARKER: Z = SEE DESCRIPTION
 SY3737_SETTING: 0 = UNSPECIFIED SETTING
 SY3737
 SY3737  HISTORY     - Date     Condition        Report By
 SY3737  HISTORY     - 1936     MONUMENTED       WAGS
 SY3737  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY3737  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY3737  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY3737
 SY3737                          STATION DESCRIPTION
 SY3737
 SY3737'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SY3737'STATION IS IN SE 1/4 OF SW 1/4 OF SEC. 2, T.25, R.5.  IT IS
 SY3737'LOCATED ON HILLSIDE ABOUT 1 MILE W OF REDMOND.
 SY3737'
 SY3737'STATION IS A STANDARD STATE SURVEY DISK SET IN A BOULDER 18 INCHES
 SY3737'BELOW SURFACE.
 SY3737'
 SY3737'REFERENCE MARK IS SIMILAR AND SET 124.05 FEET MAGNETIC S 9 DEG W OF
 SY3737'STATION AT THE SIDE OF HIGHWAY.
 SY3737'
 SY3737'STATION IS REACHED AS FOLLOWS--FROM FIRST AND JACKSON STREETS IN
 SY3737'REDMOND RUN W ON NEW KIRKLAND HIGHWAY FOR 0.6 MILE.  FOLLOW PAVEMENT
 SY3737'TO RIGHT UP HILL 0.2 MILE TO GRAVEL SIDE ROAD ON RIGHT.  FOLLOW THIS
 SY3737'GRAVEL ROAD N 100 YARDS.  STATION IS IN APPROXIMATELY THE MIDDLE
 SY3737'OF A SMALL HAYFIELD ABOUT 92 FEET E OF ROAD ON PROPERTY OF MARY R.
 SY3737'DWYER.  STATION IS 119 FEET FROM THE CENTER LINE (E OF N AND S GRAVEL
 SY3737'ROAD) 281 FEET S FROM A 15-INCH EDGE MAPLE, 137 FEET SW FROM A 6-INCH
 SY3737'MAPLE ON W SIDE OF NORTHERN PACIFIC RAILWAY TRACKS TO REDMOND.
 SY3737'
 SY3737'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY3737
 SY3737                          STATION RECOVERY (1960)
 SY3737
 SY3737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CMB)
 SY3737'UNABLE TO LOCATE STATION.  NO TRACE REMAINS.
 SY3737
 SY3737                          STATION RECOVERY (1963)
 SY3737
 SY3737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3737'THE STATION MARK WAS FOUND IN ABOUT A 10-INCH BOULDER WHICH
 SY3737'APPEARED TO BE TILTED TO THE EAST, SO A TIE WAS MADE TO A COORDINATE
 SY3737'SURVEY WHICH WAS RUN BY MEAD GILMAN AND ASSOC. AND THE MARK CHECKED
 SY3737'ITS ORIGINAL POSITION BY 0.14 OF A FOOT IN DISTANCE AND 41 SECONDS
 SY3737'IN ANGLE, SO THE MARK MAY HAVE BEEN SET IN A FACE OF THE BOULDER
 SY3737'WHICH SLANTED TO THE EAST.
 SY3737'
 SY3737'THE MARK IS 199.6 FEET NORTHEAST OF A FINISH NAIL 4 FEET ABOVE THE
 SY3737'GROUND ON THE NORTHWEST SIDE OF THE SECOND POWER POLE NORTH OF THE
 SY3737'INTERSECTION, 106.7 FEET EAST OF A FINISH NAIL 4 FEET ABOVE THE
 SY3737'GROUND ON THE SOUTH SIDE OF THE THIRD POWER POLE NORTH OF THE
 SY3737'INTERSECTION, 116.3 FEET EAST OF THE CENTER LINE OF THE BLACKTOP
 SY3737'ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST AND ABOUT 1 FOOT BELOW
 SY3737'GROUND.
 SY3737'
 SY3737'TO REACH FROM THE POST OFFICE IN REDMOND, GO WEST TOWARD KIRKLAND
 SY3737'FOR 0.5 MILE TO A Y AT THE JUNCTION WITH STATE HIGHWAY 2D, BEAR
 SY3737'RIGHT AND GO 0.1 MILE TO A Y AT THE JUNCTION OF KIRKLAND-REDMOND
 SY3737'ROAD AND WILLOWS ROAD.  BEAR RIGHT AND GO NORTHERLY FOR 0.1 MILE TO
 SY3737'THE GLEN AYRE APARTMENTS ON THE LEFT AND THE MARK ON THE RIGHT ABOUT
 SY3737'250 FEET EAST OF THE APARTMENT BUILDING.
 SY3737
 SY3737                          STATION RECOVERY (1971)
 SY3737
 SY3737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SY3737'THE STATION HAS BEEN DESTROYED.  THIS LAND IS BEING LEVELED FOR
 SY3737'THE EXPANSION OF THE CASCADE VISTA CONVALESCENT HOME AND THIS
 SY3737'LEVELING WOULD DESTROY THE EXISTING MARK.  SINCE THERE IS SOME
 SY3737'QUESTION ABOUT THE POSITION OF THE EXISTING MARK, THE POSITION
 SY3737'SHOULD BE VERIFIED BEFORE ESTABLISHING A 2 STATION.  IN
 SY3737'CONSIDERATION OF THIS, AND THE FACT THAT RECONNAISSANCE IS NOW IN
 SY3737'PROGRESS IN THE AREA FOR A NEW, EXTENSIVE TRIANGULATION NET, THE
 SY3737'DECISION WAS TO REMOVE THE DISK FROM THE ROCK WITHOUT ATTEMPTING
 SY3737'TO VERIFY OR PRESERVE ITS POSITION.
 SY3737'
 SY3737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3/4 MILE NORTHWEST
 SY3737'OF REDMOND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0054 ***********************************************************************
 SB0054  DESIGNATION -  DX 2 PP+L
 SB0054  PID         -  SB0054
 SB0054  STATE/COUNTY-  WA/YAKIMA
 SB0054  USGS QUAD   -  YAKIMA EAST (1985)
 SB0054
 SB0054                         *CURRENT SURVEY CONTROL
 SB0054  ___________________________________________________________________
 SB0054* NAD 83(1986)-  46 32 07.     (N)    120 28 22.     (W)     SCALED    
 SB0054* NAVD 88     -       293.072  (meters)     961.52   (feet)  ADJUSTED  
 SB0054  ___________________________________________________________________
 SB0054  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SB0054  DYNAMIC HT  -         293.073 (meters)     961.52  (feet)  COMP
 SB0054  MODELED GRAV-     980,611.0   (mgal)                       NAVD 88
 SB0054
 SB0054  VERT ORDER  -  FIRST     CLASS II
 SB0054
 SB0054.The horizontal coordinates were scaled from a topographic map and have
 SB0054.an estimated accuracy of +/- 6 seconds.
 SB0054
 SB0054.The orthometric height was determined by differential leveling
 SB0054.and adjusted by the National Geodetic Survey in June 1991..
 SB0054.WARNING-Repeat measurements at this control monument indicate possible
 SB0054.vertical movement.
 SB0054
 SB0054.The geoid height was determined by GEOID03.
 SB0054
 SB0054.The dynamic height is computed by dividing the NAVD 88
 SB0054.geopotential number by the normal gravity value computed on the
 SB0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0054.degrees latitude (g = 980.6199 gals.).
 SB0054
 SB0054.The modeled gravity was interpolated from observed gravity values.
 SB0054
 SB0054;                    North         East    Units  Estimated Accuracy
 SB0054;SPC WA S     -   133,600.      502,090.      MT  (+/- 180 meters Scaled)
 SB0054
 SB0054                          SUPERSEDED SURVEY CONTROL
 SB0054
 SB0054  NGVD 29 (??/??/92)  292.010  (m)          958.04   (f) ADJ UNCH    1 2
 SB0054
 SB0054.Superseded values are not recommended for survey control.
 SB0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0054.See file dsdata.txt to determine how the superseded data were derived.
 SB0054
 SB0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS937566(NAD 83)
 SB0054_MARKER: DB = BENCH MARK DISK
 SB0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0054_SP_SET: MASSIVE STRUCTURE
 SB0054_STAMPING: ELEV. 958.331 FT. DX 2 1930
 SB0054_MARK LOGO: CGS   
 SB0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0054+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1991
 SB0054
 SB0054  HISTORY     - Date     Condition        Report By
 SB0054  HISTORY     - 1930     MONUMENTED       PP+L
 SB0054  HISTORY     - 1962     GOOD             NGS
 SB0054  HISTORY     - 1982     GOOD             NGS
 SB0054  HISTORY     - 19910813 GOOD             WA-077
 SB0054
 SB0054                          STATION DESCRIPTION
 SB0054
 SB0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0054'1.7 MI S FROM UNION GAP.
 SB0054'IN THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE WESTERN ONE OF
 SB0054'THE TWO RAILROAD BRIDGES.  THE MARK IS ABOUT LEVEL WITH THE TRACKS AND
 SB0054'4 FEET EAST OF THE EAST RAIL.  TO REACH THE MARK FROM THE INTERSECTION
 SB0054'OF HIGHWAYS 97, 410 AND 3A, 1 MILE SOUTH OF UNION GAP, GO SOUTHERLY ON
 SB0054'HIGHWAY 410 FOR 0.6 MILE TO THE BRIDGE OVER AHTANUM CREEK, TWO
 SB0054'RAILROAD BRIDGES ON THE RIGHT AND THE MARK IN THE NORTHEAST CORNER OF
 SB0054'THE WESTERN ONE OF THE TWO RAILROAD BRIDGES.
 SB0054
 SB0054                          STATION RECOVERY (1982)
 SB0054
 SB0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0054'THE MARK IS 0.6 M BELOW THE TRACKS.
 SB0054'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0054'3.75 KM (2.35 MI) NORTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SB0054'THE INTERSECTION OF SECOND AVENUE AT PARKER, IN TOP OF AND 0.3 METER
 SB0054'(1 FT) WEST OF THE EAST END OF THE NORTH ABUTMENT OF THE UNION PACIFIC
 SB0054'RAILROAD BRIDGE OVER AUTANUM CREEK, 7.4 KM (4.6 MI) SOUTH OF THE
 SB0054'YAKIMA RAILROAD STATION, 1.2 METERS (4 FT) EAST OF THE EAST RAIL FOR
 SB0054'THE UNION PACIFIC RAILROAD, 32.0 METERS (105 FT) WEST OF THE WEST RAIL
 SB0054'FOR THE BURLINGTON NORTHERN RAILROAD.
 SB0054
 SB0054                          STATION RECOVERY (1991)
 SB0054
 SB0054'RECOVERY NOTE BY YAKIMA COUNTY WASHINGTON 1991
 SB0054'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST
 SB0054'QUARTER OF SECTION 8, TOWNSHIP 12 NORTH, RANGE 19 EAST, WILLAMETTE
 SB0054'MERIDIAN.
 SB0054'FROM THE US POST OFFICE AT NORTHWEST CORNER OF MAIN STREET AND WEST
 SB0054'PINE STREET, 3514 MAIN STREET, UNION GAP, WASHINGTON (98903).  GO
 SB0054'SOUTH ON MAIN STREET FOR 0.50 MI (0.80 KM) TO HWY 97 AND INTERSTATE
 SB0054'82 ON RAMP JUNCTION.  TURN RIGHT ON INTERSTATE 82 AND HEAD
 SB0054'SOUTHEASTERLY FOR 0.50 MI (0.80 KM) TO LOCKED GATE AT OLD HWY.,
 SB0054'(ACCESS TO RAILROADS), SEE YAKIMA COUNTY PUBLIC WORKS DEPT. FOR KEY
 SB0054'TO LOCKED GATE.  TURN RIGHT THROUGH GATEWAY THEN TURN LEFT ONTO OLD
 SB0054'HWY ON EAST SIDE OF RAILROAD TRACKS HEADING SOUTHERLY FOR 0.20 MI
 SB0054'(0.32 KM) TO 50 FT (15.2 M) SOUTH OF OLD HWY BRIDGE OVER AHTANUM
 SB0054'CREEK AND THE END OF TRUCK TRAVEL.  HIKE WEST ON FOOT PATH ON BERM
 SB0054'BETWEEN RAILROAD TRACKS FOR 130 FT (39.6 M) FROM CENTERLINE OF OLD
 SB0054'HWY, TURN RIGHT AND HIKE NORTHERLY ALONG UNION PACIFIC RAILROAD
 SB0054'TRACKS FOR 160 FT (48.8 M) TO NORTH EDGE OF RAILROAD BRIDGE OVER
 SB0054'AHTANUM CREEK AND THE STATION.
 SB0054'THE MARK IS A 3 1/2 INCH BRASS CAP SET IN CONCRETE OF NORTHEAST WINGWA
 SB0054'OF UNION PACIFIC RAILROAD BRIDGE OVER AHTANUM CREEK.  LOCATED 7.5 FT
 SB0054'(2.3 M) EAST OF CENTERLINE OF UNION PACIFIC RAILROAD TRACKS, 40 FT
 SB0054'(12.2 M) NORTH OF CENTERLINE OF AHTANUM CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2272 ***********************************************************************
 SY2272  DESIGNATION -  DYKE
 SY2272  PID         -  SY2272
 SY2272  STATE/COUNTY-  WA/KING
 SY2272  USGS QUAD   -  BUCKLEY (1993)
 SY2272
 SY2272                         *CURRENT SURVEY CONTROL
 SY2272  ___________________________________________________________________
 SY2272* NAD 83(1991)-  47 12 35.95948(N)    122 04 52.27197(W)     ADJUSTED  
 SY2272* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 SY2272  ___________________________________________________________________
 SY2272  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 SY2272  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 SY2272
 SY2272  HORZ ORDER  -  SECOND
 SY2272
 SY2272.The horizontal coordinates were established by classical geodetic methods
 SY2272.and adjusted by the National Geodetic Survey in December 1991..
 SY2272
 SY2272.The orthometric height was scaled from a topographic map.
 SY2272
 SY2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2272
 SY2272.The geoid height was determined by GEOID03.
 SY2272
 SY2272;                    North         East     Units Scale Factor Converg.
 SY2272;SPC WA N     -    24,113.805   405,463.588   MT  1.00006670   -0 55 44.6
 SY2272;SPC WA N     -    79,113.38  1,330,258.45   sFT  1.00006670   -0 55 44.6
 SY2272;SPC WA S     -   209,797.774   380,224.373   MT  0.99997412   -1 08 54.8
 SY2272;SPC WA S     -   688,311.53  1,247,452.80   sFT  0.99997412   -1 08 54.8
 SY2272;UTM  10      - 5,228,909.255   569,578.934   MT  0.99965950   +0 40 27.5
 SY2272
 SY2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2272!SPC WA N     -   0.99997276  x   1.00006670  =   1.00003946
 SY2272!SPC WA S     -   0.99997276  x   0.99997412  =   0.99994688
 SY2272!UTM  10      -   0.99997276  x   0.99965950  =   0.99963227
 SY2272
 SY2272:                Primary Azimuth Mark                     Grid Az
 SY2272:SPC WA N     -  TIGER BEACON                             014 36 29.2
 SY2272:SPC WA S     -  TIGER BEACON                             014 49 39.4
 SY2272:UTM  10      -  TIGER BEACON                             013 00 17.1
 SY2272
 SY2272|---------------------------------------------------------------------|
 SY2272| PID    Reference Object                     Distance      Geod. Az  |
 SY2272|                                                           dddmmss.s |
 SY2272| SX1486 TIGER BEACON                        APPROX.33.6 KM 0134044.6 |
 SY2272| SX1292 PINNACLE                            APPROX. 9.1 KM 1161517.6 |
 SY2272| CE3991 DYKE RM                                            35804     |
 SY2272|---------------------------------------------------------------------|
 SY2272
 SY2272                          SUPERSEDED SURVEY CONTROL
 SY2272
 SY2272  NAD 83(1986)-  47 12 35.95082(N)    122 04 52.28584(W) AD(       ) 2
 SY2272  NAD 27      -  47 12 36.58600(N)    122 04 47.87400(W) AD(       ) 2
 SY2272
 SY2272.Superseded values are not recommended for survey control.
 SY2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2272.See file dsdata.txt to determine how the superseded data were derived.
 SY2272
 SY2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6957928909(NAD 83)
 SY2272_MARKER: Z = SEE DESCRIPTION
 SY2272_SETTING: 0 = UNSPECIFIED SETTING
 SY2272
 SY2272  HISTORY     - Date     Condition        Report By
 SY2272  HISTORY     - 1937     MONUMENTED       WAGS
 SY2272  HISTORY     - 1955     SEE DESCRIPTION  USGS
 SY2272
 SY2272                          STATION DESCRIPTION
 SY2272
 SY2272'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY2272'STATION IS LOCATED 4-1/2 MILES W OF ENUMCLAW AND 3 MILES E OF E
 SY2272'SIDE OF LAKE TAPPS, ON THE NE SLOPE OF N AND S RIDGE, HIGHEST POINT
 SY2272'200 FEET SW IN LOGGED-OFF LAND.  STATION IS IN NE 1/4 SEC. 19,
 SY2272'T.20, R.6.
 SY2272'
 SY2272'STATION IS A STANDARD STATE SURVEY DISK STAMPED KING COUNTY
 SY2272'AERIAL SURVEY SET IN CONCRETE POST.
 SY2272'
 SY2272'REFERENCE MARK IS SIMILAR AND PLACED 47.5 FEET MAGNETIC N 25 DEG
 SY2272'W FROM STATION AND 1-1/2 FEET S OF THE FENCE LINE.
 SY2272'
 SY2272'STATION IS REACHED AS FOLLOWS--FROM ENUMCLAW CITY CENTER GO W ON
 SY2272'THE AUBURN-ENUMCLAW PAVED HIGHWAY 4-1/2 MILES TO GAS STATION MARKED
 SY2272'HANDY KORNERS AT THE JUNCTION OF PAVED HIGHWAY AND GRAVEL
 SY2272'ROADS.  CONTINUE W ON GRAVEL ROAD ABOUT 100 YARDS.  STATION IS
 SY2272'LOCATED IN LOGGED-OFF FIELD S OF GRAVEL ROAD, 46 FEET S OF
 SY2272'PRESENT S RIGHT-OF-WAY FENCE.
 SY2272
 SY2272                          STATION RECOVERY (1955)
 SY2272
 SY2272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 SY2272'THE CONCRETE POST IN WHICH THIS MARK WAS SET IS INCLINED APPROXIMATE
 SY2272'30 DEGREES FROM VERTICAL IN AN E DIRECTION.  THE LAND OWNER STATED
 SY2272'THAT THE FIELD WAS CLEARED OF STUMPS BY A BULLDOZER AND THAT IT
 SY2272'PROBABLY DISTURBED THE MARK AT THAT TIME.  THE POSITION OF THE
 SY2272'MARK IS PROBABLY SATISFACTORY FOR PHOTOCONTROL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5026 ***********************************************************************
 SY5026  DESIGNATION -  DYKE
 SY5026  PID         -  SY5026
 SY5026  STATE/COUNTY-  WA/JEFFERSON
 SY5026  USGS QUAD   -  LOFALL (1973)
 SY5026
 SY5026                         *CURRENT SURVEY CONTROL
 SY5026  ___________________________________________________________________
 SY5026* NAD 83(1991)-  47 47 37.23772(N)    122 44 39.43030(W)     ADJUSTED  
 SY5026* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5026  ___________________________________________________________________
 SY5026  LAPLACE CORR-         -15.46  (seconds)                    DEFLEC99
 SY5026  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 SY5026
 SY5026  HORZ ORDER  -  THIRD
 SY5026
 SY5026.The horizontal coordinates were established by classical geodetic methods
 SY5026.and adjusted by the National Geodetic Survey in December 1991..
 SY5026
 SY5026.The orthometric height was scaled from a topographic map.
 SY5026
 SY5026.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5026
 SY5026.The geoid height was determined by GEOID03.
 SY5026
 SY5026;                    North         East     Units Scale Factor Converg.
 SY5026;SPC WA N     -    90,019.869   356,847.489   MT  0.99995818   -1 25 21.9
 SY5026;SPC WA N     -   295,340.19  1,170,757.14   sFT  0.99995818   -1 25 21.9
 SY5026;UTM  10      - 5,293,400.366   519,151.027   MT  0.99960451   +0 11 21.9
 SY5026
 SY5026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5026!SPC WA N     -   1.00000281  x   0.99995818  =   0.99996099
 SY5026!UTM  10      -   1.00000281  x   0.99960451  =   0.99960732
 SY5026
 SY5026|---------------------------------------------------------------------|
 SY5026| PID    Reference Object                     Distance      Geod. Az  |
 SY5026|                                                           dddmmss.s |
 SY5026| CF6559 DYKE RM 2                            13.240 METERS 01154     |
 SY5026| CF6558 DYKE RM 1                             2.590 METERS 27110     |
 SY5026|---------------------------------------------------------------------|
 SY5026
 SY5026                          SUPERSEDED SURVEY CONTROL
 SY5026
 SY5026  NAD 83(1986)-  47 47 37.23457(N)    122 44 39.43611(W) AD(       ) 3
 SY5026  NAD 27      -  47 47 37.89500(N)    122 44 34.86100(W) AD(       ) 3
 SY5026
 SY5026.Superseded values are not recommended for survey control.
 SY5026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5026.See file dsdata.txt to determine how the superseded data were derived.
 SY5026
 SY5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1915193400(NAD 83)
 SY5026_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5026
 SY5026  HISTORY     - Date     Condition        Report By
 SY5026  HISTORY     - 1934     MONUMENTED       CGS
 SY5026  HISTORY     - 1945     MARK NOT FOUND   CGS
 SY5026
 SY5026                          STATION DESCRIPTION
 SY5026
 SY5026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5026'STATION IS LOCATED ON THE W SIDE OF HOOD CANAL ON THE FIRST
 SY5026'ROUNDING POINT S OF THORNDYKE BAY.  THE MARSH IS ON THE MEAN
 SY5026'HIGH-WATER LINE ABOUT 3 METERS OFFSHORE FROM THE BRUSH LINE.
 SY5026'
 SY5026'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5026'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY5026'
 SY5026'REFERENCE MARK NO.1 IS INSHORE FROM THE STATION UPON A BANK AT
 SY5026'THE FOOT OF A 48-INCH FIR TREE WHICH HAS A TRIANGULAR BLAZE.  THE
 SY5026'REFERENCE MARK IS ABOUT 12 FEET HIGHER IN ELEVATION THAN THE
 SY5026'STATION.
 SY5026'
 SY5026'REFERENCE MARK NO.2 IS N OF THE STATION ON THE MEAN HIGH-WATER
 SY5026'LINE.  ABOVE THE MARK IS A 48-INCH FIR TREE IN WHICH THERE IS A
 SY5026'TRIANGULAR BLAZE.
 SY5026
 SY5026                          STATION RECOVERY (1945)
 SY5026
 SY5026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (CDM)
 SY5026'THE STATION HAS BEEN DESTROYED.  THE STATION MARK HAD BEEN WASHED
 SY5026'OUT AND WAS FOUND LYING ON THE BEACH.  THE TREE NEAR REFERENCE MARK
 SY5026'1 HAS BEEN UPROOTED AND THE REFERENCE MARK WAS FOUND ON THE SURFACE
 SY5026'OF THE GROUND.  THE TREE NEAR REFERENCE MARK 2 HAS FALLEN.  THE
 SY5026'REFERENCE MARK COULD NOT BE FOUND AND IT IS PROBABLE THAT IT IS
 SY5026'EITHER COVERED BY THE TREE OR HAS BEEN WASHED OUT.  A NEW
 SY5026'STATION (EULA 1945) WAS ESTABLISHED IN APPROXIMATELY THE SAME
 SY5026'LOCATION AS STATION DYKE.  THE STATION MARK AND REFERENCE MARK 1
 SY5026'WERE USED TO MARK STATION EULA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1455 ***********************************************************************
 TR1455  DESIGNATION -  DYNES
 TR1455  PID         -  TR1455
 TR1455  STATE/COUNTY-  WA/ISLAND
 TR1455  USGS QUAD   -  CAMANO (1978)
 TR1455
 TR1455                         *CURRENT SURVEY CONTROL
 TR1455  ___________________________________________________________________
 TR1455* NAD 83(1991)-  48 13 30.34495(N)    122 30 12.26820(W)     ADJUSTED  
 TR1455* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 TR1455  ___________________________________________________________________
 TR1455  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 TR1455  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 TR1455
 TR1455  HORZ ORDER  -  FIRST
 TR1455
 TR1455.The horizontal coordinates were established by classical geodetic methods
 TR1455.and adjusted by the National Geodetic Survey in December 1991..
 TR1455
 TR1455.The orthometric height was scaled from a topographic map.
 TR1455
 TR1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1455
 TR1455.The geoid height was determined by GEOID03.
 TR1455
 TR1455;                    North         East     Units Scale Factor Converg.
 TR1455;SPC WA N     -   137,555.823   375,929.908   MT  0.99994400   -1 14 36.3
 TR1455;SPC WA N     -   451,297.73  1,233,363.37   sFT  0.99994400   -1 14 36.3
 TR1455;UTM  10      - 5,341,438.381   536,882.061   MT  0.99961671   +0 22 13.2
 TR1455
 TR1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1455!SPC WA N     -   0.99997549  x   0.99994400  =   0.99991949
 TR1455!UTM  10      -   0.99997549  x   0.99961671  =   0.99959221
 TR1455
 TR1455|---------------------------------------------------------------------|
 TR1455| PID    Reference Object                     Distance      Geod. Az  |
 TR1455|                                                           dddmmss.s |
 TR1455| CF8659 DYNES RM 1                           31.511 METERS 01706     |
 TR1455| CF8658 DYNES AZ MK                                        0234034.2 |
 TR1455| TR0137 OVERSKAUG                           APPROX.13.1 KM 0653020.1 |
 TR1455| CF8660 DYNES RM 2                           30.352 METERS 27913     |
 TR1455|---------------------------------------------------------------------|
 TR1455
 TR1455                          SUPERSEDED SURVEY CONTROL
 TR1455
 TR1455  NAD 83(1986)-  48 13 30.34748(N)    122 30 12.27116(W) AD(       ) 1
 TR1455  NAD 27      -  48 13 30.99600(N)    122 30 07.69000(W) AD(       ) 1
 TR1455
 TR1455.Superseded values are not recommended for survey control.
 TR1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1455.See file dsdata.txt to determine how the superseded data were derived.
 TR1455
 TR1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3688241438(NAD 83)
 TR1455_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1455
 TR1455  HISTORY     - Date     Condition        Report By
 TR1455  HISTORY     - 1954     MONUMENTED       CGS
 TR1455  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1455  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR1455
 TR1455                          STATION DESCRIPTION
 TR1455
 TR1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR1455'THE STATION IS NEAR THE NORTH END OF CAMANO ISLAND, ABOUT 6 MILES
 TR1455'(AIRLINE) WEST OF STANWOOD, 2-1/4 MILES SOUTH OF UTSALADDY AND
 TR1455'1-3/4 MILES EAST OF SARATOGA PASSAGE.  IT IS NEAR THE NORTHWEST
 TR1455'CORNER OF SECTION 36, R 3 E, T 32 N, IN A CLEARED AREA ON THE
 TR1455'HIGHEST PART OF THE ISLAND.
 TR1455'
 TR1455'TO REACH THE STATION FROM THE POST OFFICE IN STANWOOD, GO WEST
 TR1455'ON THE STANWOOD-CAMANO ISLAND ROAD FOR 4.0 MILES TO THE
 TR1455'INTERSECTION AT TERRYS CORNER.  TAKE RIGHT FORK, CONTINUE WESTERLY
 TR1455'ON THE MAIN ROAD FOR 3.5 MILES TO AN INTERSECTION AND STORE AT
 TR1455'HUNTINGTONS CORNER.  KEEP STRAIGHT AHEAD ON THE MAIN ROAD FOR
 TR1455'0.25 MILE TO A ROAD FORK.  TAKE LEFT FORK AND CONTINUE WESTERLY
 TR1455'FOR 1.4 MILES TO A SIDE ROAD LEFT.  KEEP STRAIGHT AHEAD 0.1
 TR1455'MILE TO A FARM LANE ON THE LEFT.  TURN LEFT, GO 0.1 MILE TO
 TR1455'FARMYARD AND HOME OF MR. SWEN ROSS.  CONTINUE EAST THROUGH
 TR1455'GATE AND FOLLOW A TRACK ROAD FOR 0.1 MILE TO A GATE.
 TR1455'PASS THROUGH GATE AND CONTINUE EASTERLY ON OLD WOODS ROAD FOR
 TR1455'0.2 MILE TO A FORK.  TAKE LEFT FORK, GO 0.1 MILE TO A
 TR1455'FORK.  TAKE RIGHT FORK, GO 0.4 MILE TO HIGHEST PART OF HILL
 TR1455'AND THE STATION.
 TR1455'
 TR1455'STATION MARKS ARE STANDARD DISKS CEMENTED IN CONCRETE MONUMENTS,
 TR1455'STAMPED DYNES 1954.  THE SURFACE STATION MARK IS ABOUT 300 FEET
 TR1455'SOUTHWEST OF THREE ABANDONED CABINS, 56 FEET WEST OF A FENCE LINE,
 TR1455'AND 36 FEET NORTH OF A FENCE LINE.  MONUMENT PROJECTS 8
 TR1455'INCHES.  THE UNDERGROUND STATION MARK IS SET IN AN IRREGULAR
 TR1455'MASS OF CONCRETE 36 INCHES BELOW GROUND.
 TR1455'
 TR1455'REFERENCE MARK 1, A STANDARD DISK, STAMPED DYNES NO 1 1954, SET
 TR1455'IN A 12-INCH SQUARE CONCRETE MONUMENT, IS ON THE NORTH SLOPE OF
 TR1455'THE HILL, 3.4 FEET SOUTH OF A FENCE LINE.  MONUMENT PROJECTS
 TR1455'3 INCHES.
 TR1455'
 TR1455'REFERENCE MARK 2, A STANDARD DISK, STAMPED DYNES NO 2 1954, SET
 TR1455'IN A 12-INCH SQUARE CONCRETE MONUMENT, IS 37 FEET NORTH OF A
 TR1455'FENCE LINE.  MONUMENT PROJECTS 3 INCHES.
 TR1455'
 TR1455'AZIMUTH MARK IS ABOUT 0.15 MILE NORTH OF THE STATION, ON THE
 TR1455'SOUTH SLOPE OF HILL, 64 FEET NORTH OF A GATE IN THE NORTH FENCE
 TR1455'LINE OF A FARM LOT, AND 6 FEET EAST OF A LARGE STUMP.  THE DISK
 TR1455'IS STAMPED DYNES 1954.  THE MARK IS A 10-INCH SQUARE CONCRETE POST
 TR1455'AND IS SET FLUSH WITH THE GROUND.
 TR1455'
 TR1455'NOTE--A 103-FT. STEEL TOWER WAS USED.
 TR1455
 TR1455                          STATION RECOVERY (1960)
 TR1455
 TR1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1455'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 TR1455'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DESCRIPTION IS
 TR1455'ADEQUATE AND COMPLETE.
 TR1455
 TR1455                          STATION RECOVERY (1973)
 TR1455
 TR1455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1455'NEW TO REACH FOLLOWS--
 TR1455'
 TR1455'STANWOOD, 4.0 MILES WEST OF ALONG STATE HWY. 532 TO A ROAD
 TR1455'FORK.  TAKE LEFT ROAD (EAST CAMANO DRIVE) AND PROCEED ABOUT 1.0
 TR1455'MILE TO JUNCTION WITH CROSS ISLAND ROAD.  PROCEED ON CROSS ISLAND
 TR1455'ROAD ABOUT 1.7 MILES TO TOP AND STATION WHICH IS WITHIN 20 FEET
 TR1455'OF A LARGE RED AND WHITE LIGHT POLE.  LIGHT POLE AND STATION
 TR1455'MARK ARE ABOUT 200 FEET SOUTH OF THE ROAD IN A CLEARING.
 TR1455'
 TR1455'NEW ELEVATION WAS PROVIDED BY PLANE TABLE TRAVERSE.
 TR1455'
 TR1455'ELEVATION - 587.1 FEET
 TR1455'
 TR1455'DECEPTION PASS SE BOOK 1, PAGE 1
 TR1455'
 TR1455'RM 1 WAS NOT RECOVERED AT THIS TIME.
 TR1455'
 TR1455'THE STATION MARK AND RM 2 WERE FOUND IN GOOD CONDITION.
 TR1455'
 TR1455'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1455'6 MILES WEST OF STANWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5488 ***********************************************************************
 SY5488  DESIGNATION -  E
 SY5488  PID         -  SY5488
 SY5488  STATE/COUNTY-  WA/JEFFERSON
 SY5488  USGS QUAD   -  SEABECK (1973)
 SY5488
 SY5488                         *CURRENT SURVEY CONTROL
 SY5488  ___________________________________________________________________
 SY5488* NAD 83(1991)-  47 44 15.54732(N)    122 48 14.49138(W)     ADJUSTED  
 SY5488* NAVD 88     -                                                        
 SY5488  ___________________________________________________________________
 SY5488  LAPLACE CORR-         -17.76  (seconds)                    DEFLEC99
 SY5488  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 SY5488
 SY5488  HORZ ORDER  -  THIRD
 SY5488
 SY5488.The horizontal coordinates were established by classical geodetic methods
 SY5488.and adjusted by the National Geodetic Survey in December 1991..
 SY5488
 SY5488
 SY5488.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5488
 SY5488.The geoid height was determined by GEOID03.
 SY5488
 SY5488;                    North         East     Units Scale Factor Converg.
 SY5488;SPC WA N     -    83,905.821   352,213.803   MT  0.99996416   -1 28 02.0
 SY5488;SPC WA N     -   275,281.01  1,155,554.79   sFT  0.99996416   -1 28 02.0
 SY5488;UTM  10      - 5,287,160.603   514,692.785   MT  0.99960265   +0 08 42.1
 SY5488
 SY5488                          SUPERSEDED SURVEY CONTROL
 SY5488
 SY5488  NAD 83(1986)-  47 44 15.54404(N)    122 48 14.49820(W) AD(       ) 4
 SY5488  NAD 27      -  47 44 16.20900(N)    122 48 09.94400(W) AD(       ) 3
 SY5488
 SY5488.Superseded values are not recommended for survey control.
 SY5488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5488.See file dsdata.txt to determine how the superseded data were derived.
 SY5488
 SY5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1469387161(NAD 83)
 SY5488
 SY5488  HISTORY     - Date     Condition        Report By
 SY5488  HISTORY     - 1961     MONUMENTED       CGS
 SY5488
 SY5488                          STATION DESCRIPTION
 SY5488
 SY5488'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (MEW)
 SY5488'STATION IS A TALL DEAD TREE ON SKYLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0704 ***********************************************************************
 SX0704  DESIGNATION -  E 1
 SX0704  PID         -  SX0704
 SX0704  STATE/COUNTY-  WA/KING
 SX0704  USGS QUAD   -  STAMPEDE PASS (1989)
 SX0704
 SX0704                         *CURRENT SURVEY CONTROL
 SX0704  ___________________________________________________________________
 SX0704* NAD 83(1986)-  47 15 58.     (N)    121 21 38.     (W)     SCALED    
 SX0704* NAVD 88     -       857.667  (meters)    2813.86   (feet)  ADJUSTED  
 SX0704  ___________________________________________________________________
 SX0704  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 SX0704  DYNAMIC HT  -         857.641 (meters)    2813.78  (feet)  COMP
 SX0704  MODELED GRAV-     980,554.0   (mgal)                       NAVD 88
 SX0704
 SX0704  VERT ORDER  -  FIRST     CLASS II
 SX0704
 SX0704.The horizontal coordinates were scaled from a topographic map and have
 SX0704.an estimated accuracy of +/- 6 seconds.
 SX0704
 SX0704.The orthometric height was determined by differential leveling
 SX0704.and adjusted by the National Geodetic Survey in June 1991..
 SX0704
 SX0704.The geoid height was determined by GEOID03.
 SX0704
 SX0704.The dynamic height is computed by dividing the NAVD 88
 SX0704.geopotential number by the normal gravity value computed on the
 SX0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0704.degrees latitude (g = 980.6199 gals.).
 SX0704
 SX0704.The modeled gravity was interpolated from observed gravity values.
 SX0704
 SX0704;                    North         East    Units  Estimated Accuracy
 SX0704;SPC WA N     -    29,720.      460,100.      MT  (+/- 180 meters Scaled)
 SX0704
 SX0704                          SUPERSEDED SURVEY CONTROL
 SX0704
 SX0704  NGVD 29 (??/??/92)  856.46   (m)         2809.9    (f) COMPUTED    1 2
 SX0704
 SX0704.Superseded values are not recommended for survey control.
 SX0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0704.See file dsdata.txt to determine how the superseded data were derived.
 SX0704
 SX0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT240360(NAD 83)
 SX0704_MARKER: DB = BENCH MARK DISK
 SX0704_SETTING: 0 = UNSPECIFIED SETTING
 SX0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0704
 SX0704  HISTORY     - Date     Condition        Report By
 SX0704  HISTORY     - UNK      MONUMENTED       CGS
 SX0704  HISTORY     - 1944     GOOD             NGS
 SX0704
 SX0704                          STATION DESCRIPTION
 SX0704
 SX0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX0704'IN STAMPEDE TUNNEL.
 SX0704'AT THE SOUTHWEST END OF STAMPEDE TUNNEL, KING COUNTY, ON THE NORTHERN
 SX0704'PACIFIC RAILWAY, INSIDE THE SNOWSHED, BETWEEN THE NINETEENTH AND
 SX0704'TWENTIETH WOODEN PILLARS NORTHEAST OF THE SOUTHWEST END OF THE
 SX0704'SNOWSHED (ON THE SOUTHEAST SIDE OF THE TRACK), 54.8 FEET NORTHEAST OF
 SX0704'THE SOUTHWEST END OF THE SHED, 9.8 FEET SOUTHEAST OF THE SOUTHEAST
 SX0704'RAIL, AND 3.5 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, SET
 SX0704'VERTICALLY.  NOTE-- IT WAS REPORTED IN JULY 1944 THAT PART OF THE
 SX0704'CEMENT HAS BEEN CHIPPED FROM AROUND THE DISK.  NO DESIGNATION COULD BE
 SX0704'FOUND DUE TO CORROSION.  BUT THE DISK IS DEFINITELY A U.S.C. AND G.S.
 SX0704'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0853 ***********************************************************************
 RZ0853  DESIGNATION -  E 120
 RZ0853  PID         -  RZ0853
 RZ0853  STATE/COUNTY-  WA/WHITMAN
 RZ0853  USGS QUAD   -  PALOUSE (1975)
 RZ0853
 RZ0853                         *CURRENT SURVEY CONTROL
 RZ0853  ___________________________________________________________________
 RZ0853* NAD 83(1986)-  46 54 34.     (N)    117 03 52.     (W)     SCALED    
 RZ0853* NAVD 88     -       750.579  (meters)    2462.52   (feet)  ADJUSTED  
 RZ0853  ___________________________________________________________________
 RZ0853  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 RZ0853  DYNAMIC HT  -         750.529 (meters)    2462.36  (feet)  COMP
 RZ0853  MODELED GRAV-     980,522.8   (mgal)                       NAVD 88
 RZ0853
 RZ0853  VERT ORDER  -  SECOND    CLASS 0
 RZ0853
 RZ0853.The horizontal coordinates were scaled from a topographic map and have
 RZ0853.an estimated accuracy of +/- 6 seconds.
 RZ0853
 RZ0853.The orthometric height was determined by differential leveling
 RZ0853.and adjusted by the National Geodetic Survey in June 1991..
 RZ0853
 RZ0853.The geoid height was determined by GEOID03.
 RZ0853
 RZ0853.The dynamic height is computed by dividing the NAVD 88
 RZ0853.geopotential number by the normal gravity value computed on the
 RZ0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0853.degrees latitude (g = 980.6199 gals.).
 RZ0853
 RZ0853.The modeled gravity was interpolated from observed gravity values.
 RZ0853
 RZ0853;                    North         East    Units  Estimated Accuracy
 RZ0853;SPC WA S     -   180,890.      761,640.      MT  (+/- 180 meters Scaled)
 RZ0853
 RZ0853                          SUPERSEDED SURVEY CONTROL
 RZ0853
 RZ0853  NGVD 29 (??/??/92)  749.457  (m)         2458.84   (f) ADJ UNCH    2 0
 RZ0853
 RZ0853.Superseded values are not recommended for survey control.
 RZ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0853.See file dsdata.txt to determine how the superseded data were derived.
 RZ0853
 RZ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM950951(NAD 83)
 RZ0853_MARKER: DB = BENCH MARK DISK
 RZ0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0853_STAMPING: E-120 1935
 RZ0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0853+STABILITY: SURFACE MOTION
 RZ0853
 RZ0853  HISTORY     - Date     Condition        Report By
 RZ0853  HISTORY     - 1935     MONUMENTED       CGS
 RZ0853  HISTORY     - 1962     MARK NOT FOUND   USGS
 RZ0853
 RZ0853                          STATION DESCRIPTION
 RZ0853
 RZ0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0853'1.3 MI E FROM PALOUSE.
 RZ0853'1.3 MILES EAST OF, ALONG WASHINGTON-IDAHO-MONTANA R.R. FROM THE W.I.M.
 RZ0853'RY. STATION.  ABOUT 200 FEET SOUTHWEST OF M.P. NO.2.  ABOUT 100 FEET
 RZ0853'SOUTHWEST OF POWER LINE POLE.  47.6 FEET WEST OF CENTERLINE OF R/R
 RZ0853'TRACK. 30.0 FEET EAST OF PINE TREE.  3 FEET SOUTHEAST OF CORNER OF
 RZ0853'FENCE.  1.2 FT. SOUTH OF FENCE PARALLELING RAILROAD. TABLET SET IN
 RZ0853'PRECAST CONCRETE POST.
 RZ0853
 RZ0853                          STATION RECOVERY (1962)
 RZ0853
 RZ0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RZ0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0243 ***********************************************************************
 TR0243  DESIGNATION -  E 13
 TR0243  PID         -  TR0243
 TR0243  STATE/COUNTY-  WA/SKAGIT
 TR0243  USGS QUAD   -  MOUNT VERNON (1981)
 TR0243
 TR0243                         *CURRENT SURVEY CONTROL
 TR0243  ___________________________________________________________________
 TR0243* NAD 83(1986)-  48 28 31.     (N)    122 19 34.     (W)     SCALED    
 TR0243* NAVD 88     -        11.442  (meters)      37.54   (feet)  ADJUSTED  
 TR0243  ___________________________________________________________________
 TR0243  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 TR0243  DYNAMIC HT  -          11.444 (meters)      37.55  (feet)  COMP
 TR0243  MODELED GRAV-     980,863.6   (mgal)                       NAVD 88
 TR0243
 TR0243  VERT ORDER  -  FIRST     CLASS I
 TR0243
 TR0243.The horizontal coordinates were scaled from a topographic map and have
 TR0243.an estimated accuracy of +/- 6 seconds.
 TR0243
 TR0243.The orthometric height was determined by differential leveling
 TR0243.and adjusted by the National Geodetic Survey in June 1991..
 TR0243
 TR0243.The geoid height was determined by GEOID03.
 TR0243
 TR0243.The dynamic height is computed by dividing the NAVD 88
 TR0243.geopotential number by the normal gravity value computed on the
 TR0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0243.degrees latitude (g = 980.6199 gals.).
 TR0243
 TR0243.The modeled gravity was interpolated from observed gravity values.
 TR0243
 TR0243;                    North         East    Units  Estimated Accuracy
 TR0243;SPC WA N     -   165,100.      389,640.      MT  (+/- 180 meters Scaled)
 TR0243
 TR0243                          SUPERSEDED SURVEY CONTROL
 TR0243
 TR0243  NGVD 29 (??/??/92)   10.277  (m)           33.72   (f) ADJ UNCH    1 1
 TR0243
 TR0243.Superseded values are not recommended for survey control.
 TR0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0243.See file dsdata.txt to determine how the superseded data were derived.
 TR0243
 TR0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU498693(NAD 83)
 TR0243_MARKER: DB = BENCH MARK DISK
 TR0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0243_SP_SET: FOUNDATION
 TR0243_STAMPING: E 13 1922 ELEV, 33.773 FT.
 TR0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0243
 TR0243  HISTORY     - Date     Condition        Report By
 TR0243  HISTORY     - 1922     MONUMENTED       CGS
 TR0243  HISTORY     - 1973     GOOD             NGS
 TR0243  HISTORY     - 1984     GOOD             USPSQD
 TR0243
 TR0243                          STATION DESCRIPTION
 TR0243
 TR0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0243'IN BURLINGTON.
 TR0243'AT BURLINGTON, AT THE NORTHEAST CORNER OF THE JUNCTION OF FAIRHAVEN
 TR0243'AVENUE AND NORTH PINE STREET, SET VERTICALLY IN THE SOUTH FACE OF THE
 TR0243'SOUTH CONCRETE FOUNDATION OF A BRICK BUILDING AT 701 FAIRHAVEN AVENUE,
 TR0243'34.0 FEET EAST OF THE EAST CURB OF THE STREET, 10.9 FEET NORTH OF THE
 TR0243'NORTH CURB OF THE AVENUE, 11.4 FEET WEST OF THE SOUTHEAST CORNER OF
 TR0243'THE BUILDING, 14 1/2 FEET EAST OF THE CENTER OF THE SOUTHWEST
 TR0243'ENTRANCE, ABOUT 1 FOOT HIGHER THAN THE AVENUE, AND 0.3 FOOT ABOVE THE
 TR0243'SIDEWALK.  SEC 32, T 35N, R 4E.
 TR0243
 TR0243                          STATION RECOVERY (1984)
 TR0243
 TR0243'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0243'BUILDING NO LONGER BANK BLDG. P.O. IS NOW AT 720 FAIRHAVEN.
 TR0243'DIRECTIONS SHOULD SAY 'ACROSS FROM P.O. AT 701 FARHAVEN AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1055 ***********************************************************************
 SY1055  DESIGNATION -  E 15
 SY1055  PID         -  SY1055
 SY1055  STATE/COUNTY-  WA/JEFFERSON
 SY1055  USGS QUAD   -  CENTER (1978)
 SY1055
 SY1055                         *CURRENT SURVEY CONTROL
 SY1055  ___________________________________________________________________
 SY1055* NAD 83(1986)-  47 53 58.     (N)    122 52 22.     (W)     SCALED    
 SY1055* NAVD 88     -        63.163  (meters)     207.23   (feet)  ADJUSTED  
 SY1055  ___________________________________________________________________
 SY1055  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SY1055  DYNAMIC HT  -          63.177 (meters)     207.27  (feet)  COMP
 SY1055  MODELED GRAV-     980,838.6   (mgal)                       NAVD 88
 SY1055
 SY1055  VERT ORDER  -  FIRST     CLASS II
 SY1055
 SY1055.The horizontal coordinates were scaled from a topographic map and have
 SY1055.an estimated accuracy of +/- 6 seconds.
 SY1055
 SY1055.The orthometric height was determined by differential leveling
 SY1055.and adjusted by the National Geodetic Survey in June 1991..
 SY1055
 SY1055.The geoid height was determined by GEOID03.
 SY1055
 SY1055.The dynamic height is computed by dividing the NAVD 88
 SY1055.geopotential number by the normal gravity value computed on the
 SY1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1055.degrees latitude (g = 980.6199 gals.).
 SY1055
 SY1055.The modeled gravity was interpolated from observed gravity values.
 SY1055
 SY1055;                    North         East    Units  Estimated Accuracy
 SY1055;SPC WA N     -   102,020.      347,540.      MT  (+/- 180 meters Scaled)
 SY1055
 SY1055                          SUPERSEDED SURVEY CONTROL
 SY1055
 SY1055  NGVD 29 (??/??/??)   62.044  (m)          203.56   (f) ADJUSTED    1 2
 SY1055
 SY1055.Superseded values are not recommended for survey control.
 SY1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1055.See file dsdata.txt to determine how the superseded data were derived.
 SY1055
 SY1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU095051(NAD 83)
 SY1055_MARKER: DB = BENCH MARK DISK
 SY1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1055_STAMPING: 203.540 E 15 1931
 SY1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1055+STABILITY: SURFACE MOTION
 SY1055
 SY1055  HISTORY     - Date     Condition        Report By
 SY1055  HISTORY     - 1931     MONUMENTED       CGS
 SY1055  HISTORY     - 1952     GOOD             USGS
 SY1055  HISTORY     - 1974     MARK NOT FOUND   NGS
 SY1055  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1055  HISTORY     - 19910615 MARK NOT FOUND   USPSQD
 SY1055
 SY1055                          STATION DESCRIPTION
 SY1055
 SY1055'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SY1055'6.1 MI N FROM QUILCENE.
 SY1055'6.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM QUILCENE, JEFFERSON
 SY1055'COUNTY, 4.7 MILES NORTH OF THE CONCRETE BRIDGE OVER LITTLE QUILCENE
 SY1055'RIVER, AT THE CROSSING OF A ROAD LEADING WEST TO LAKE LELAND, 48 FEET
 SY1055'WEST OF THE CENTERLINE OF THE HIGHWAY, 40 FEET NORTH OF THE CENTERLINE
 SY1055'OF THE ROAD, AND 1-1/2 FEET EAST OF A WIRE FENCE.  A STANDARD DISK,
 SY1055'STAMPED 203.540 E 15 1931 AND SET IN THE TOP OF A CONCRETE POST
 SY1055'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 SY1055
 SY1055                          STATION RECOVERY (1974)
 SY1055
 SY1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1055'MARK NOT FOUND.
 SY1055
 SY1055                          STATION RECOVERY (1989)
 SY1055
 SY1055'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1055'MARK NOT FOUND.
 SY1055
 SY1055                          STATION RECOVERY (1991)
 SY1055
 SY1055'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWB)
 SY1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1248 ***********************************************************************
 SY1248  DESIGNATION -  E 16
 SY1248  PID         -  SY1248
 SY1248  STATE/COUNTY-  WA/MASON
 SY1248  USGS QUAD   -  LILLIWAUP (1985)
 SY1248
 SY1248                         *CURRENT SURVEY CONTROL
 SY1248  ___________________________________________________________________
 SY1248* NAD 83(1986)-  47 26 24.     (N)    123 07 11.     (W)     SCALED    
 SY1248* NAVD 88     -         5.231  (meters)      17.16   (feet)  ADJUSTED  
 SY1248  ___________________________________________________________________
 SY1248  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SY1248  DYNAMIC HT  -           5.232 (meters)      17.17  (feet)  COMP
 SY1248  MODELED GRAV-     980,807.7   (mgal)                       NAVD 88
 SY1248
 SY1248  VERT ORDER  -  FIRST     CLASS I
 SY1248
 SY1248.The horizontal coordinates were scaled from a topographic map and have
 SY1248.an estimated accuracy of +/- 6 seconds.
 SY1248
 SY1248.The orthometric height was determined by differential leveling
 SY1248.and adjusted by the National Geodetic Survey in June 1991..
 SY1248
 SY1248.The geoid height was determined by GEOID03.
 SY1248
 SY1248.The dynamic height is computed by dividing the NAVD 88
 SY1248.geopotential number by the normal gravity value computed on the
 SY1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1248.degrees latitude (g = 980.6199 gals.).
 SY1248
 SY1248.The modeled gravity was interpolated from observed gravity values.
 SY1248
 SY1248;                    North         East    Units  Estimated Accuracy
 SY1248;SPC WA S     -   237,450.      302,430.      MT  (+/- 180 meters Scaled)
 SY1248
 SY1248                          SUPERSEDED SURVEY CONTROL
 SY1248
 SY1248  NGVD 29 (??/??/??)    4.161  (m)           13.65   (f) ADJUSTED    1 1
 SY1248
 SY1248.Superseded values are not recommended for survey control.
 SY1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1248.See file dsdata.txt to determine how the superseded data were derived.
 SY1248
 SY1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT909540(NAD 83)
 SY1248_MARKER: DB = BENCH MARK DISK
 SY1248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1248_SP_SET: BRIDGE GUARDRAIL
 SY1248_STAMPING: E 16 1931 13.484
 SY1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1248
 SY1248  HISTORY     - Date     Condition        Report By
 SY1248  HISTORY     - 1931     MONUMENTED       CGS
 SY1248  HISTORY     - 1973     GOOD             NGS
 SY1248  HISTORY     - 1983     GOOD             USPSQD
 SY1248  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY1248  HISTORY     - 1990     GOOD             USPSQD
 SY1248
 SY1248                          STATION DESCRIPTION
 SY1248
 SY1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1248'1.65 MI S FROM LILLIWAUP.
 SY1248'1.65 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1248'LILLIWAUP, IN THE TOP AND 2.6 FEET SOUTHWEST OF THE NORTHEAST END OF
 SY1248'THE NORTHWEST CONCRETE GUARDRAIL OF A CONCRETE BRIDGE OVER SUND CREEK,
 SY1248'13 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET
 SY1248'HIGHER THAN THE HIGHWAY.  SEC 31, T 23N, R 3W.
 SY1248
 SY1248                          STATION RECOVERY (1983)
 SY1248
 SY1248'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1248'RECOVERED IN GOOD CONDITION.
 SY1248
 SY1248                          STATION RECOVERY (1988)
 SY1248
 SY1248'RECOVERY NOTE BY US POWER SQUADRON 1988 (ERR)
 SY1248'MARK NOT FOUND.
 SY1248
 SY1248                          STATION RECOVERY (1990)
 SY1248
 SY1248'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1587 ***********************************************************************
 SY1587  DESIGNATION -  E 16 RESET 1979
 SY1587  PID         -  SY1587
 SY1587  STATE/COUNTY-  WA/MASON
 SY1587  USGS QUAD   -  LILLIWAUP (1985)
 SY1587
 SY1587                         *CURRENT SURVEY CONTROL
 SY1587  ___________________________________________________________________
 SY1587* NAD 83(1986)-  47 26 24.     (N)    123 07 11.     (W)     SCALED    
 SY1587* NAVD 88     -         5.06   (meters)      16.6    (feet)  RESET     
 SY1587  ___________________________________________________________________
 SY1587  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SY1587
 SY1587  VERT ORDER  -  THIRD
 SY1587
 SY1587.The horizontal coordinates were scaled from a topographic map and have
 SY1587.an estimated accuracy of +/- 6 seconds.
 SY1587
 SY1587.The orthometric height was computed from unverified reset data.
 SY1587.No vertical observational check was made to the station.
 SY1587
 SY1587.The geoid height was determined by GEOID03.
 SY1587
 SY1587;                    North         East    Units  Estimated Accuracy
 SY1587;SPC WA S     -   237,450.      302,430.      MT  (+/- 180 meters Scaled)
 SY1587
 SY1587                          SUPERSEDED SURVEY CONTROL
 SY1587
 SY1587  NGVD 29 (??/??/??)    3.99   (m)           13.1    (f) RESET       3  
 SY1587
 SY1587.Superseded values are not recommended for survey control.
 SY1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1587.See file dsdata.txt to determine how the superseded data were derived.
 SY1587
 SY1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT909540(NAD 83)
 SY1587_MARKER: DB = BENCH MARK DISK
 SY1587_SETTING: 66 = SET IN ROCK OUTCROP
 SY1587_SP_SET: OUTCROP LEDGE
 SY1587_STAMPING: E 16 1931
 SY1587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY1587+STABILITY: POSITION/ELEVATION WELL
 SY1587
 SY1587  HISTORY     - Date     Condition        Report By
 SY1587  HISTORY     - 1979     MONUMENTED       CGS
 SY1587  HISTORY     - 1973     GOOD             NGS
 SY1587  HISTORY     - 1987     GOOD             USPSQD
 SY1587  HISTORY     - 1989     GOOD             USPSQD
 SY1587  HISTORY     - 1990     GOOD             USPSQD
 SY1587  HISTORY     - 20050827 GOOD             USPSQD
 SY1587
 SY1587                          STATION DESCRIPTION
 SY1587
 SY1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1587'2.6 MI N FROM LILLIWAUP.
 SY1587'2.6 MILES NORTH ALONG U.S. HIGHWAY 101 FROM HOODSPORT, MASON COUNTY,
 SY1587'AT THE BRIDGE OVER SUND CREEK, SET IN TOP OF THE NORTHWEST CORNER OF A
 SY1587'TRAFFIC RAIL AND 18' EAST OF U.S. HIGHWAY 101.
 SY1587
 SY1587                          STATION RECOVERY (1987)
 SY1587
 SY1587'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1587'RECOVERED IN GOOD CONDITION.
 SY1587
 SY1587                          STATION RECOVERY (1989)
 SY1587
 SY1587'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1587'RECOVERED IN GOOD CONDITION.
 SY1587
 SY1587                          STATION RECOVERY (1990)
 SY1587
 SY1587'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1587'RECOVERED IN GOOD CONDITION.
 SY1587
 SY1587                          STATION RECOVERY (2005)
 SY1587
 SY1587'RECOVERY NOTE BY US POWER SQUADRON 2005 (EC)
 SY1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0857 ***********************************************************************
 SY0857  DESIGNATION -  E 17
 SY0857  PID         -  SY0857
 SY0857  STATE/COUNTY-  WA/THURSTON
 SY0857  USGS QUAD   -  TUMWATER (1994)
 SY0857
 SY0857                         *CURRENT SURVEY CONTROL
 SY0857  ___________________________________________________________________
 SY0857* NAD 83(1986)-  47 02 47.     (N)    122 59 18.     (W)     SCALED    
 SY0857* NAVD 88     -         5.776  (meters)      18.95   (feet)  ADJUSTED  
 SY0857  ___________________________________________________________________
 SY0857  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SY0857  DYNAMIC HT  -           5.778 (meters)      18.96  (feet)  COMP
 SY0857  MODELED GRAV-     980,826.9   (mgal)                       NAVD 88
 SY0857
 SY0857  VERT ORDER  -  FIRST     CLASS I
 SY0857
 SY0857.The horizontal coordinates were scaled from a topographic map and have
 SY0857.an estimated accuracy of +/- 6 seconds.
 SY0857
 SY0857.The orthometric height was determined by differential leveling
 SY0857.and adjusted by the National Geodetic Survey in June 1991..
 SY0857
 SY0857.The geoid height was determined by GEOID03.
 SY0857
 SY0857.The dynamic height is computed by dividing the NAVD 88
 SY0857.geopotential number by the normal gravity value computed on the
 SY0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0857.degrees latitude (g = 980.6199 gals.).
 SY0857
 SY0857.The modeled gravity was interpolated from observed gravity values.
 SY0857
 SY0857;                    North         East    Units  Estimated Accuracy
 SY0857;SPC WA S     -   193,390.      310,950.      MT  (+/- 180 meters Scaled)
 SY0857
 SY0857                          SUPERSEDED SURVEY CONTROL
 SY0857
 SY0857  NGVD 29 (??/??/??)    4.741  (m)           15.55   (f) ADJUSTED    1 1
 SY0857
 SY0857.Superseded values are not recommended for survey control.
 SY0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0857.See file dsdata.txt to determine how the superseded data were derived.
 SY0857
 SY0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET008103(NAD 83)
 SY0857_MARKER: DB = BENCH MARK DISK
 SY0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0857_SP_SET: GUARDRAIL
 SY0857_STAMPING: E 17 1931 15.292
 SY0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0857
 SY0857  HISTORY     - Date     Condition        Report By
 SY0857  HISTORY     - 1931     MONUMENTED       CGS
 SY0857  HISTORY     - 1973     GOOD             NGS
 SY0857  HISTORY     - 1977     GOOD             NGS
 SY0857  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 SY0857
 SY0857                          STATION DESCRIPTION
 SY0857
 SY0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0857'3.0 MI W FROM OLYMPIA.
 SY0857'3.0 MILES WEST ALONG HARRISON AVENUE AND MUD BAY ROAD NORTHWEST FROM
 SY0857'THE JUNCTION OF DIVISION STREET AT OLYMPIA, AT A CONCRETE BRIDGE OVER
 SY0857'ELD INLET-MUD BAY, 13 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN
 SY0857'THE TOP OF THE EAST END OF THE SOUTH CONCRETE GUARDRAIL, 2.0 FEET WEST
 SY0857'OF THE EAST END OF THE GUARDRAIL, AND ABOUT 3 1/2 FEET HIGHER THAN THE
 SY0857'ROAD.  1/4, SEC 18, T18N, R 2W.  NOTE-- BM WAS RAD, BUT THE BRIDGE IS
 SY0857'TO BE WIDENED AND THE MARK DESTROYED.  A NEW MARK E 17 RESET WAS
 SY0857'ESTABLISHED, BUT NO MENTION OF WHETHER E 17 WAS REMOVED OR LEFT IN
 SY0857'PLACE WAS MADE.
 SY0857
 SY0857                          STATION RECOVERY (1977)
 SY0857
 SY0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 SY0857'RECOVERED IN GOOD CONDITION.
 SY0857
 SY0857                          STATION RECOVERY (2006)
 SY0857
 SY0857'RECOVERY NOTE BY US POWER SQUADRON 2006
 SY0857'NEW BRIDGE BUILT 1978, STAMPED ON CONCRETE GUARDRAIL.  THE MARK
 SY0857'APPEARS TO HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0858 ***********************************************************************
 SY0858  DESIGNATION -  E 17 RESET 1977
 SY0858  PID         -  SY0858
 SY0858  STATE/COUNTY-  WA/THURSTON
 SY0858  USGS QUAD   -  TUMWATER (1994)
 SY0858
 SY0858                         *CURRENT SURVEY CONTROL
 SY0858  ___________________________________________________________________
 SY0858* NAD 83(1986)-  47 02 47.     (N)    122 59 17.     (W)     SCALED    
 SY0858* NAVD 88     -         4.84   (meters)      15.9    (feet)  RESET     
 SY0858  ___________________________________________________________________
 SY0858  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SY0858
 SY0858  VERT ORDER  -  THIRD
 SY0858
 SY0858.The horizontal coordinates were scaled from a topographic map and have
 SY0858.an estimated accuracy of +/- 6 seconds.
 SY0858
 SY0858.The orthometric height was computed from unverified reset data.
 SY0858.No vertical observational check was made to the station.
 SY0858
 SY0858.The geoid height was determined by GEOID03.
 SY0858
 SY0858;                    North         East    Units  Estimated Accuracy
 SY0858;SPC WA S     -   193,390.      310,970.      MT  (+/- 180 meters Scaled)
 SY0858
 SY0858                          SUPERSEDED SURVEY CONTROL
 SY0858
 SY0858  NGVD 29 (??/??/??)    3.80   (m)           12.5    (f) RESET       3  
 SY0858
 SY0858.Superseded values are not recommended for survey control.
 SY0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0858.See file dsdata.txt to determine how the superseded data were derived.
 SY0858
 SY0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET009103(NAD 83)
 SY0858_MARKER: DB = BENCH MARK DISK
 SY0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0858_SP_SET: SIDEWALK
 SY0858_STAMPING: E 17 RESET 1977
 SY0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0858+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 SY0858
 SY0858  HISTORY     - Date     Condition        Report By
 SY0858  HISTORY     - 1977     MONUMENTED       NGS
 SY0858  HISTORY     - 1987     GOOD             USPSQD
 SY0858  HISTORY     - 1988     GOOD             USPSQD
 SY0858  HISTORY     - 1988     GOOD             USPSQD
 SY0858  HISTORY     - 19961114 GOOD             USPSQD
 SY0858  HISTORY     - 20060316 GOOD             USPSQD
 SY0858
 SY0858                          STATION DESCRIPTION
 SY0858
 SY0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SY0858'4.4 MI W FROM OLYMPIA.
 SY0858'FROM THE JUNCTION OF US HIGHWAYS 99, 101 AND 410 AT THE NORTH EDGE OF
 SY0858'TUMWATER, GO NORTHWESTERLY ON US HIGHWAYS 410 AND 101 FOR 4.65 MILES
 SY0858'TO MARK ON THE LEFT.  IT IS ON THE SOUTH SIDE OF BUZZ TAVERN, 51 FEET
 SY0858'NORTH CENTER LINE OF MUD BAY HIGHWAY, 17.6 FEET WEST OF EAST END OF
 SY0858'BUILDING 5.2 FEET SOUTH OF SOUTH WALL OF BUILDING 0.9 NORTH OF SOUTH
 SY0858'EDGE OF SIDE WALK AND 50 YARDS EAST OF BRIDGE OVER MUD BAY AND MCLANE
 SY0858'CREEK.
 SY0858
 SY0858                          STATION RECOVERY (1987)
 SY0858
 SY0858'RECOVERY NOTE BY US POWER SQUADRON 1987 (FTH)
 SY0858'RECOVERED IN GOOD CONDITION.
 SY0858
 SY0858                          STATION RECOVERY (1988)
 SY0858
 SY0858'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SY0858'RECOVERED IN GOOD CONDITION.
 SY0858
 SY0858                          STATION RECOVERY (1988)
 SY0858
 SY0858'RECOVERY NOTE BY US POWER SQUADRON 1988 (EBW)
 SY0858'RECOVERED IN GOOD CONDITION.
 SY0858
 SY0858                          STATION RECOVERY (1996)
 SY0858
 SY0858'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0858'RECOVERED IN GOOD CONDITION.
 SY0858
 SY0858                          STATION RECOVERY (2006)
 SY0858
 SY0858'RECOVERY NOTE BY US POWER SQUADRON 2006
 SY0858'BUZZ'S TAVERN HAS BEEN ENLARGED.  MARK IS LOCATED APPROX 15 FEET WEST
 SY0858'OF THE END OF THE BUILDING.  STILL IN THE SIDEWALK BETWEEN BUILDING
 SY0858'AND PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0392 ***********************************************************************
 SX0392  DESIGNATION -  E 18
 SX0392  PID         -  SX0392
 SX0392  STATE/COUNTY-  WA/CHELAN
 SX0392  USGS QUAD   -  LIBERTY (1989)
 SX0392
 SX0392                         *CURRENT SURVEY CONTROL
 SX0392  ___________________________________________________________________
 SX0392* NAD 83(1986)-  47 21 45.     (N)    120 39 34.     (W)     SCALED    
 SX0392* NAVD 88     -      1076.829  (meters)    3532.90   (feet)  ADJUSTED  
 SX0392  ___________________________________________________________________
 SX0392  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 SX0392  DYNAMIC HT  -        1076.782 (meters)    3532.74  (feet)  COMP
 SX0392  MODELED GRAV-     980,531.8   (mgal)                       NAVD 88
 SX0392
 SX0392  VERT ORDER  -  FIRST     CLASS II
 SX0392
 SX0392.The horizontal coordinates were scaled from a topographic map and have
 SX0392.an estimated accuracy of +/- 6 seconds.
 SX0392
 SX0392.The orthometric height was determined by differential leveling
 SX0392.and adjusted by the National Geodetic Survey in June 1991..
 SX0392.WARNING-Repeat measurements at this control monument indicate possible
 SX0392.vertical movement.
 SX0392
 SX0392.The geoid height was determined by GEOID03.
 SX0392
 SX0392.The dynamic height is computed by dividing the NAVD 88
 SX0392.geopotential number by the normal gravity value computed on the
 SX0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0392.degrees latitude (g = 980.6199 gals.).
 SX0392
 SX0392.The modeled gravity was interpolated from observed gravity values.
 SX0392
 SX0392;                    North         East    Units  Estimated Accuracy
 SX0392;SPC WA N     -    40,320.      513,140.      MT  (+/- 180 meters Scaled)
 SX0392
 SX0392                          SUPERSEDED SURVEY CONTROL
 SX0392
 SX0392  NGVD 29 (??/??/92) 1075.628  (m)         3528.96   (f) ADJ UNCH    1 2
 SX0392
 SX0392.Superseded values are not recommended for survey control.
 SX0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0392.See file dsdata.txt to determine how the superseded data were derived.
 SX0392
 SX0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT767481(NAD 83)
 SX0392_MARKER: DB = BENCH MARK DISK
 SX0392_SETTING: 66 = SET IN ROCK OUTCROP
 SX0392_SP_SET: ROCK WALL
 SX0392_STAMPING: 3529.110 E 18 1931
 SX0392_MARK LOGO: CGS   
 SX0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0392+STABILITY: POSITION/ELEVATION WELL
 SX0392
 SX0392  HISTORY     - Date     Condition        Report By
 SX0392  HISTORY     - 1931     MONUMENTED       CGS
 SX0392  HISTORY     - 1934     GOOD             NGS
 SX0392  HISTORY     - 1982     GOOD             NGS
 SX0392  HISTORY     - 1988     GOOD             USPSQD
 SX0392  HISTORY     - 20060903 GOOD             GEOCAC
 SX0392
 SX0392                          STATION DESCRIPTION
 SX0392
 SX0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0392'2.0 MI N FROM BLEWETT PASS.
 SX0392'IN CHELAN COUNTY, 2.0 MILES NORTH ALONG U.S. HIGHWAY 97 FROM BLEWETT
 SX0392'PASS, AT THE WEST EDGE OF THE HIGHWAY, IN THE FACE OF A ROCK WALL, AND
 SX0392'ABOUT 4 FEET ABOVE THE HIGHWAY.  A STANDARD DISK, STAMPED 3529.110 E
 SX0392'18 1931 AND SET VERTICALLY.
 SX0392
 SX0392                          STATION RECOVERY (1982)
 SX0392
 SX0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0392'18.8 KM (11.7 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0392'CLE ELUM, THENCE 15.8 KM (9.8 MI) NORTHEAST ALONG US HIGHWAY 97,
 SX0392'THENCE 11.1 KM (6.9 MI) NORTH ALONG OLD BLEWETT ROAD, VERTICAL IN THE
 SX0392'EAST FACE OF A ROCK WALL, AT THE EAST END OF A SMALL CUT, 59.0 METERS
 SX0392'(193 FT) NORTH OF THE NORTHEAST END OF A CORRUGATED METAL PIPE CULVERT
 SX0392'UNDER THE ROAD, 3.2 KM (2.0 MI) NORTH OF THE SUMMIT, 6.0 METERS (19.7
 SX0392'FT) WEST OF THE CENTERLINE OF THE ROAD, 10 METERS (32.8 FT) SOUTH OF
 SX0392'THE NORTH END OF THE CUT.
 SX0392'THE MARK IS 1.3 M ABOVE CENTERLINE OF ROAD.
 SX0392
 SX0392                          STATION RECOVERY (1988)
 SX0392
 SX0392'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0392'RECOVERED IN GOOD CONDITION.
 SX0392
 SX0392                          STATION RECOVERY (2006)
 SX0392
 SX0392'RECOVERY NOTE BY GEOCACHING 2006 (TJW)
 SX0392'DESCRIPTION IS ADEQUATE
 SX0392'N47 21.784 W120 39.526 HANDHELD COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0098 ***********************************************************************
 SX0098  DESIGNATION -  E 19
 SX0098  PID         -  SX0098
 SX0098  STATE/COUNTY-  WA/CHELAN
 SX0098  USGS QUAD   -  WENATCHEE (1987)
 SX0098
 SX0098                         *CURRENT SURVEY CONTROL
 SX0098  ___________________________________________________________________
 SX0098* NAD 83(1986)-  47 25 18.     (N)    120 18 23.     (W)     SCALED    
 SX0098* NAVD 88     -       198.409  (meters)     650.95   (feet)  ADJUSTED  
 SX0098  ___________________________________________________________________
 SX0098  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SX0098  DYNAMIC HT  -         198.428 (meters)     651.01  (feet)  COMP
 SX0098  MODELED GRAV-     980,701.2   (mgal)                       NAVD 88
 SX0098
 SX0098  VERT ORDER  -  FIRST     CLASS II
 SX0098
 SX0098.The horizontal coordinates were scaled from a topographic map and have
 SX0098.an estimated accuracy of +/- 6 seconds.
 SX0098
 SX0098.The orthometric height was determined by differential leveling
 SX0098.and adjusted by the National Geodetic Survey in June 1991..
 SX0098
 SX0098.The geoid height was determined by GEOID03.
 SX0098
 SX0098.The dynamic height is computed by dividing the NAVD 88
 SX0098.geopotential number by the normal gravity value computed on the
 SX0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0098.degrees latitude (g = 980.6199 gals.).
 SX0098
 SX0098.The modeled gravity was interpolated from observed gravity values.
 SX0098
 SX0098;                    North         East    Units  Estimated Accuracy
 SX0098;SPC WA N     -    47,020.      539,760.      MT  (+/- 180 meters Scaled)
 SX0098
 SX0098                          SUPERSEDED SURVEY CONTROL
 SX0098
 SX0098  NGVD 29 (??/??/92)  197.277  (m)          647.23   (f) ADJ UNCH    1 2
 SX0098
 SX0098.Superseded values are not recommended for survey control.
 SX0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0098.See file dsdata.txt to determine how the superseded data were derived.
 SX0098
 SX0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT031555(NAD 83)
 SX0098_MARKER: DB = BENCH MARK DISK
 SX0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0098_SP_SET: SANDSTONE BLOCK
 SX0098_STAMPING: 647.341 E 19 1931
 SX0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0098
 SX0098  HISTORY     - Date     Condition        Report By
 SX0098  HISTORY     - 1931     MONUMENTED       CGS
 SX0098  HISTORY     - 1944     GOOD             NGS
 SX0098  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0098
 SX0098                          STATION DESCRIPTION
 SX0098
 SX0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX0098'IN WENATCHEE.
 SX0098'AT WENATCHEE, CHELAN COUNTY, AT THE GREAT NORTHERN RAILWAY STATION, 17
 SX0098'FEET NORTHWEST OF THE NORTHEAST ENTRANCE TO THE MENS WAITING ROOM, 4
 SX0098'FEET SOUTHEAST OF THE STATION TRAIN-ORDER SIGNAL, AND IN THE FACE OF A
 SX0098'SANDSTONE BLOCK 6 INCHES ABOVE THE STATION PLATFORM.  A STANDARD DISK,
 SX0098'STAMPED 647.341 E 19 1931 AND SET VERTICALLY.
 SX0098
 SX0098                          STATION RECOVERY (1982)
 SX0098
 SX0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0098'SEARCHED FOR BUT NOT RECOVERED IN 1982, THE SANDSTONE BLOCK STRUCTURE
 SX0098'DESCRIBED NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1628 ***********************************************************************
 SX1628  DESIGNATION -  E 19 RESET
 SX1628  PID         -  SX1628
 SX1628  STATE/COUNTY-  WA/CHELAN
 SX1628  USGS QUAD   -  WENATCHEE (1987)
 SX1628
 SX1628                         *CURRENT SURVEY CONTROL
 SX1628  ___________________________________________________________________
 SX1628* NAD 83(1986)-  47 25 18.     (N)    120 18 23.     (W)     SCALED    
 SX1628* NAVD 88     -       198.95   (meters)     652.7    (feet)  RESET     
 SX1628  ___________________________________________________________________
 SX1628  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SX1628
 SX1628  VERT ORDER  -  THIRD
 SX1628
 SX1628.The horizontal coordinates were scaled from a topographic map and have
 SX1628.an estimated accuracy of +/- 6 seconds.
 SX1628
 SX1628.The orthometric height was computed from unverified reset data.
 SX1628.No vertical observational check was made to the station.
 SX1628
 SX1628.The geoid height was determined by GEOID03.
 SX1628
 SX1628;                    North         East    Units  Estimated Accuracy
 SX1628;SPC WA N     -    47,020.      539,760.      MT  (+/- 180 meters Scaled)
 SX1628
 SX1628                          SUPERSEDED SURVEY CONTROL
 SX1628
 SX1628  NGVD 29 (12/17/02)  197.82   (m)          649.0    (f) RESET       3  
 SX1628
 SX1628.Superseded values are not recommended for survey control.
 SX1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1628.See file dsdata.txt to determine how the superseded data were derived.
 SX1628
 SX1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT031555(NAD 83)
 SX1628_MARKER: DB = BENCH MARK DISK
 SX1628_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SX1628_SP_SET: WINDOW LEDGE
 SX1628_STAMPING: E 19 RESET 1981
 SX1628_MARK LOGO: NGS   
 SX1628_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1628+STABILITY: SURFACE MOTION
 SX1628
 SX1628  HISTORY     - Date     Condition        Report By
 SX1628  HISTORY     - 1981     MONUMENTED       NGS
 SX1628  HISTORY     - 20050516 GOOD             USPSQD
 SX1628
 SX1628                          STATION DESCRIPTION
 SX1628
 SX1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SX1628'IN WENATCHEE, AT THE BURLINGTON NORTHERN RAILWAY DEPOT COMMUNICATIONS
 SX1628'BUILDING, IN THE SECOND WINDOW LEDGE NORTH OF THE ENTRANCE.
 SX1628
 SX1628                          STATION RECOVERY (2005)
 SX1628
 SX1628'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 SX1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0171 ***********************************************************************
 SY0171  DESIGNATION -  E 2 1938
 SY0171  PID         -  SY0171
 SY0171  STATE/COUNTY-  WA/KING
 SY0171  USGS QUAD   -  AUBURN (1994)
 SY0171
 SY0171                         *CURRENT SURVEY CONTROL
 SY0171  ___________________________________________________________________
 SY0171* NAD 83(1986)-  47 34 49.     (N)    122 10 44.     (W)     SCALED    
 SY0171* NAVD 88     -        11.52   (+/-2cm)      37.8    (feet)  VERTCON   
 SY0171  ___________________________________________________________________
 SY0171  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 SY0171
 SY0171  VERT ORDER  -  ? (See Below)
 SY0171
 SY0171.The horizontal coordinates were scaled from a topographic map and have
 SY0171.an estimated accuracy of +/- 6 seconds.
 SY0171
 SY0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0171.The vertical order pertains to the NGVD 29 superseded value.
 SY0171
 SY0171.The geoid height was determined by GEOID03.
 SY0171
 SY0171;                    North         East    Units  Estimated Accuracy
 SY0171;SPC WA N     -    65,400.      398,780.      MT  (+/- 180 meters Scaled)
 SY0171
 SY0171                          SUPERSEDED SURVEY CONTROL
 SY0171
 SY0171  NGVD 29 (??/??/??)   10.423  (m)           34.20   (f) ADJUSTED    ?  
 SY0171
 SY0171.Superseded values are not recommended for survey control.
 SY0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0171.See file dsdata.txt to determine how the superseded data were derived.
 SY0171
 SY0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET617699(NAD 83)
 SY0171_MARKER: DD = SURVEY DISK
 SY0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0171+STABILITY: SURFACE MOTION
 SY0171
 SY0171  HISTORY     - Date     Condition        Report By
 SY0171  HISTORY     - UNK      MONUMENTED       WA-033
 SY0171  HISTORY     - 1938     GOOD             CGS
 SY0171  HISTORY     - 1954     MARK NOT FOUND   CGS
 SY0171  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 SY0171
 SY0171                          STATION DESCRIPTION
 SY0171
 SY0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 SY0171'IN TRENTON.
 SY0171'A STANDARD KING COUNTY BRONZE DISC IN A PRE-CAST CONCRETE MONUMENT 0.2
 SY0171'FT. ABOVE THE SURFACE.  IN RENTON GO NORTH FROM PEDERSON BROS. GARAGE
 SY0171'ON EAST LAKE WASH. BLVD. (S.S. H.-2-A) 7.6 MILES TO WHERE PAVED ROAD
 SY0171'TURNS WEST ON TRESTLE BY ROSSI AND PATTERSONS NURSERY. STATION LIES ON
 SY0171'A CLOSED N. AND S. ROAD 109.90 FT. EAST OF THE END POST AT THE
 SY0171'JUNCTION OF THE PAVED ROAD WITH A GRAVEL ROAD TO WILBURTON AND ANOTHER
 SY0171'TO FACTORIA, 38.16 FT. NW OF A POWER POLE NO. 461 AND 72.13 FT. SE OF
 SY0171'A POWER POLE NO. 460.  ALL R.P.S ARE CUP TACKS.
 SY0171
 SY0171                          STATION RECOVERY (1954)
 SY0171
 SY0171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 SY0171'MARK NOT FOUND.
 SY0171
 SY0171                          STATION RECOVERY (2001)
 SY0171
 SY0171'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEL)
 SY0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0479 ***********************************************************************
 TP0479  DESIGNATION -  E 20
 TP0479  PID         -  TP0479
 TP0479  STATE/COUNTY-  WA/OKANOGAN
 TP0479  USGS QUAD   -  PATEROS (1992)
 TP0479
 TP0479                         *CURRENT SURVEY CONTROL
 TP0479  ___________________________________________________________________
 TP0479* NAD 83(1986)-  48 00 54.     (N)    119 52 34.     (W)     SCALED    
 TP0479* NAVD 88     -       239.464  (meters)     785.64   (feet)  ADJUSTED  
 TP0479  ___________________________________________________________________
 TP0479  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TP0479  DYNAMIC HT  -         239.498 (meters)     785.75  (feet)  COMP
 TP0479  MODELED GRAV-     980,750.5   (mgal)                       NAVD 88
 TP0479
 TP0479  VERT ORDER  -  FIRST     CLASS II
 TP0479
 TP0479.The horizontal coordinates were scaled from a topographic map and have
 TP0479.an estimated accuracy of +/- 6 seconds.
 TP0479
 TP0479.The orthometric height was determined by differential leveling
 TP0479.and adjusted by the National Geodetic Survey in June 1991..
 TP0479
 TP0479.The geoid height was determined by GEOID03.
 TP0479
 TP0479.The dynamic height is computed by dividing the NAVD 88
 TP0479.geopotential number by the normal gravity value computed on the
 TP0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0479.degrees latitude (g = 980.6199 gals.).
 TP0479
 TP0479.The modeled gravity was interpolated from observed gravity values.
 TP0479
 TP0479;                    North         East    Units  Estimated Accuracy
 TP0479;SPC WA N     -   113,290.      571,410.      MT  (+/- 180 meters Scaled)
 TP0479
 TP0479                          SUPERSEDED SURVEY CONTROL
 TP0479
 TP0479  NGVD 29 (??/??/92)  238.235  (m)          781.61   (f) ADJ UNCH    1 2
 TP0479
 TP0479.Superseded values are not recommended for survey control.
 TP0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0479.See file dsdata.txt to determine how the superseded data were derived.
 TP0479
 TP0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP855219(NAD 83)
 TP0479_MARKER: DB = BENCH MARK DISK
 TP0479_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TP0479_STAMPING: 781.796 E 20 1931
 TP0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0479
 TP0479  HISTORY     - Date     Condition        Report By
 TP0479  HISTORY     - 1931     MONUMENTED       CGS
 TP0479  HISTORY     - 1934     GOOD             NGS
 TP0479  HISTORY     - 1960     GOOD             NGS
 TP0479  HISTORY     - 1982     MARK NOT FOUND   NGS
 TP0479
 TP0479                          STATION DESCRIPTION
 TP0479
 TP0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TP0479'3.4 MI S FROM PATEROS.
 TP0479'3.4 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TP0479'PATEROS, OKANOGAN COUNTY, 15 FEET SOUTHWEST OF MILEAGE POST 55.61,
 TP0479'OPPOSITE A WHITE FARMHOUSE, 14 FEET NORTHWEST OF THE CENTERLINE OF THE
 TP0479'TRACK, IN THE TOP OF A 6- BY 4-FOOT ROCK PROJECTING 1 FOOT ABOVE THE
 TP0479'GROUND, AND LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 781.796 E
 TP0479'20 1931.
 TP0479
 TP0479                          STATION RECOVERY (1960)
 TP0479
 TP0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 TP0479'RECOVERED IN GOOD CONDITION.
 TP0479
 TP0479                          STATION RECOVERY (1982)
 TP0479
 TP0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0479'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0513 ***********************************************************************
 SC0513  DESIGNATION -  E 203
 SC0513  PID         -  SC0513
 SC0513  STATE/COUNTY-  WA/WAHKIAKUM
 SC0513  USGS QUAD   -  GRAYS RIVER (1985)
 SC0513
 SC0513                         *CURRENT SURVEY CONTROL
 SC0513  ___________________________________________________________________
 SC0513* NAD 83(1986)-  46 20 43.     (N)    123 30 37.     (W)     SCALED    
 SC0513* NAVD 88     -       216.950  (meters)     711.78   (feet)  ADJUSTED  
 SC0513  ___________________________________________________________________
 SC0513  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SC0513  DYNAMIC HT  -         216.976 (meters)     711.86  (feet)  COMP
 SC0513  MODELED GRAV-     980,728.7   (mgal)                       NAVD 88
 SC0513
 SC0513  VERT ORDER  -  FIRST     CLASS II
 SC0513
 SC0513.The horizontal coordinates were scaled from a topographic map and have
 SC0513.an estimated accuracy of +/- 6 seconds.
 SC0513
 SC0513.The orthometric height was determined by differential leveling
 SC0513.and adjusted by the National Geodetic Survey in June 1991..
 SC0513
 SC0513.The geoid height was determined by GEOID03.
 SC0513
 SC0513.The dynamic height is computed by dividing the NAVD 88
 SC0513.geopotential number by the normal gravity value computed on the
 SC0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0513.degrees latitude (g = 980.6199 gals.).
 SC0513
 SC0513.The modeled gravity was interpolated from observed gravity values.
 SC0513
 SC0513;                    North         East    Units  Estimated Accuracy
 SC0513;SPC WA S     -   116,900.      268,340.      MT  (+/- 180 meters Scaled)
 SC0513
 SC0513                          SUPERSEDED SURVEY CONTROL
 SC0513
 SC0513  NGVD 29 (??/??/92)  216.019  (m)          708.72   (f) ADJ UNCH    1 2
 SC0513
 SC0513.Superseded values are not recommended for survey control.
 SC0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0513.See file dsdata.txt to determine how the superseded data were derived.
 SC0513
 SC0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS607325(NAD 83)
 SC0513_MARKER: DB = BENCH MARK DISK
 SC0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0513_STAMPING: E 203 1941
 SC0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0513+STABILITY: SURFACE MOTION
 SC0513
 SC0513  HISTORY     - Date     Condition        Report By
 SC0513  HISTORY     - 1941     MONUMENTED       CGS
 SC0513
 SC0513                          STATION DESCRIPTION
 SC0513
 SC0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 SC0513'5.2 MI E FROM GREYS RIVER.
 SC0513'ABOUT 5.2 MILES EAST OF LOWER COLUMBIA DAIRY COOPERATIVE AT GREYS
 SC0513'RIVER, WAHKIAKUM COUNTY, ON U.S. 830, IN A TURN-OUT AT EAST END OF A
 SC0513'LOW CUT ON A CURVE, AT TOE OF EAST END OF CUT, 75 FEET WEST OF NORTH
 SC0513'END OF CONCRETE PIPE CULVERT 43-42, 36 FEET NORTH OF U.S. 830
 SC0513'CENTERLINE.  WITNESS POST SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0522 ***********************************************************************
 SA0522  DESIGNATION -  E 204
 SA0522  PID         -  SA0522
 SA0522  STATE/COUNTY-  WA/WALLA WALLA
 SA0522  USGS QUAD   -  WELLAND (1992)
 SA0522
 SA0522                         *CURRENT SURVEY CONTROL
 SA0522  ___________________________________________________________________
 SA0522* NAD 83(1986)-  46 13 32.     (N)    118 45 01.     (W)     SCALED    
 SA0522* NAVD 88     -       286.966  (meters)     941.49   (feet)  ADJUSTED  
 SA0522  ___________________________________________________________________
 SA0522  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SA0522  DYNAMIC HT  -         286.964 (meters)     941.48  (feet)  COMP
 SA0522  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 SA0522
 SA0522  VERT ORDER  -  SECOND    CLASS 0
 SA0522
 SA0522.The horizontal coordinates were scaled from a topographic map and have
 SA0522.an estimated accuracy of +/- 6 seconds.
 SA0522
 SA0522.The orthometric height was determined by differential leveling
 SA0522.and adjusted by the National Geodetic Survey in June 1991..
 SA0522
 SA0522.The geoid height was determined by GEOID03.
 SA0522
 SA0522.The dynamic height is computed by dividing the NAVD 88
 SA0522.geopotential number by the normal gravity value computed on the
 SA0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0522.degrees latitude (g = 980.6199 gals.).
 SA0522
 SA0522.The modeled gravity was interpolated from observed gravity values.
 SA0522
 SA0522;                    North         East    Units  Estimated Accuracy
 SA0522;SPC WA S     -   100,670.      634,970.      MT  (+/- 180 meters Scaled)
 SA0522
 SA0522                          SUPERSEDED SURVEY CONTROL
 SA0522
 SA0522  NGVD 29 (??/??/92)  285.948  (m)          938.15   (f) ADJ UNCH    2 0
 SA0522
 SA0522.Superseded values are not recommended for survey control.
 SA0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0522.See file dsdata.txt to determine how the superseded data were derived.
 SA0522
 SA0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM650205(NAD 83)
 SA0522_MARKER: DB = BENCH MARK DISK
 SA0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0522_SP_SET: IRON PIPE
 SA0522_STAMPING: E 204 1949
 SA0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0522
 SA0522  HISTORY     - Date     Condition        Report By
 SA0522  HISTORY     - 1949     MONUMENTED       CGS
 SA0522
 SA0522                          STATION DESCRIPTION
 SA0522
 SA0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA0522'8.3 MI SW FROM EUREKA.
 SA0522'8.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0522'STATION AT EUREKA, AT WELLAND SIDING, 0.2 MILE SOUTHWEST OF A RAILROAD
 SA0522'SIGN READING WELLAND, 36 FEET NORTHWEST OF A FENCE LINE, 11.6 FEET
 SA0522'SOUTHEAST OF THE SOUTHEAST RAIL, 11 1/2 FEET SOUTHWEST OF MILEPOST 25,
 SA0522'2.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 SA0522'TRACK, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.9
 SA0522'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0191 ***********************************************************************
 SW0191  DESIGNATION -  E 205
 SW0191  PID         -  SW0191
 SW0191  STATE/COUNTY-  WA/LINCOLN
 SW0191  USGS QUAD   -  LAMONA (1969)
 SW0191
 SW0191                         *CURRENT SURVEY CONTROL
 SW0191  ___________________________________________________________________
 SW0191* NAD 83(1986)-  47 21 48.     (N)    118 27 46.     (W)     SCALED    
 SW0191* NAVD 88     -       555.811  (meters)    1823.52   (feet)  ADJUSTED  
 SW0191  ___________________________________________________________________
 SW0191  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 SW0191  DYNAMIC HT  -         555.839 (meters)    1823.62  (feet)  COMP
 SW0191  MODELED GRAV-     980,645.8   (mgal)                       NAVD 88
 SW0191
 SW0191  VERT ORDER  -  SECOND    CLASS 0
 SW0191
 SW0191.The horizontal coordinates were scaled from a topographic map and have
 SW0191.an estimated accuracy of +/- 6 seconds.
 SW0191
 SW0191.The orthometric height was determined by differential leveling
 SW0191.and adjusted by the National Geodetic Survey in June 1991..
 SW0191
 SW0191.The geoid height was determined by GEOID03.
 SW0191
 SW0191.The dynamic height is computed by dividing the NAVD 88
 SW0191.geopotential number by the normal gravity value computed on the
 SW0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0191.degrees latitude (g = 980.6199 gals.).
 SW0191
 SW0191.The modeled gravity was interpolated from observed gravity values.
 SW0191
 SW0191;                    North         East    Units  Estimated Accuracy
 SW0191;SPC WA N     -    43,150.      679,050.      MT  (+/- 180 meters Scaled)
 SW0191
 SW0191                          SUPERSEDED SURVEY CONTROL
 SW0191
 SW0191  NGVD 29 (??/??/92)  554.680  (m)         1819.81   (f) ADJ UNCH    2 0
 SW0191
 SW0191.Superseded values are not recommended for survey control.
 SW0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0191.See file dsdata.txt to determine how the superseded data were derived.
 SW0191
 SW0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN895465(NAD 83)
 SW0191_MARKER: DB = BENCH MARK DISK
 SW0191_SETTING: 66 = SET IN ROCK OUTCROP
 SW0191_SP_SET: LAVA OUTCROP
 SW0191_STAMPING: E 205 1960
 SW0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0191+STABILITY: POSITION/ELEVATION WELL
 SW0191
 SW0191  HISTORY     - Date     Condition        Report By
 SW0191  HISTORY     - 1960     MONUMENTED       CGS
 SW0191  HISTORY     - 1968     GOOD             NGS
 SW0191
 SW0191                          STATION DESCRIPTION
 SW0191
 SW0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0191'1.0 MI E FROM LAMONA.
 SW0191'MARK IS ABOUT 117 FEET SOUTH OF AND ACROSS THE TRACK FROM MILEPOST
 SW0191'1542, 70 FEET SOUTH OF THE SOUTH RAIL, 22 FEET SOUTH-SOUTHWEST OF
 SW0191'TELEGRAPH POLE NO. 1069, 13 FEET SOUTHWEST OF A METAL WITNESS POST. A
 SW0191'STANDARD DISK SET ON THE EASTERN END OF A 23 YARD LONG LAVA OUTCROP
 SW0191'WHICH PROJECTS ABOUT 5 FEET ALONG ITS NORTH SIDE AND IS ABOUT GROUND
 SW0191'LEVEL TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1125 ***********************************************************************
 RB1125  DESIGNATION -  E 208
 RB1125  PID         -  RB1125
 RB1125  STATE/COUNTY-  WA/BENTON
 RB1125  USGS QUAD   -  PATERSON (1993)
 RB1125
 RB1125                         *CURRENT SURVEY CONTROL
 RB1125  ___________________________________________________________________
 RB1125* NAD 83(1986)-  45 55 02.     (N)    119 32 08.     (W)     SCALED    
 RB1125* NAVD 88     -        85.42   (+/-2cm)     280.2    (feet)  VERTCON   
 RB1125  ___________________________________________________________________
 RB1125  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 RB1125
 RB1125  VERT ORDER  -  ? (See Below)
 RB1125
 RB1125.The horizontal coordinates were scaled from a topographic map and have
 RB1125.an estimated accuracy of +/- 6 seconds.
 RB1125
 RB1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1125.The vertical order pertains to the NGVD 29 superseded value.
 RB1125
 RB1125.The geoid height was determined by GEOID03.
 RB1125
 RB1125;                    North         East    Units  Estimated Accuracy
 RB1125;SPC WA S     -    65,360.      574,820.      MT  (+/- 180 meters Scaled)
 RB1125
 RB1125                          SUPERSEDED SURVEY CONTROL
 RB1125
 RB1125  NGVD 29 (??/??/92)   84.413  (m)          276.94   (f) ADJ UNCH    ?  
 RB1125
 RB1125.Superseded values are not recommended for survey control.
 RB1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1125.See file dsdata.txt to determine how the superseded data were derived.
 RB1125
 RB1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL033879(NAD 83)
 RB1125_MARKER: DD = SURVEY DISK
 RB1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB1125_STAMPING: E 208
 RB1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB1125+STABILITY: SURFACE MOTION
 RB1125
 RB1125  HISTORY     - Date     Condition        Report By
 RB1125  HISTORY     - UNK      MONUMENTED       USE
 RB1125  HISTORY     - 1962     GOOD             USGS
 RB1125  HISTORY     - 1968     MARK NOT FOUND   NGS
 RB1125
 RB1125                          STATION DESCRIPTION
 RB1125
 RB1125'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RB1125'3.1 MI E FROM PATERSON.
 RB1125'3.1 MILES EAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RB1125'THE STATION AT PATERSON, BENTON COUNTY, AT MILEAGE POST 183.68, 600
 RB1125'FEET WEST OF A ROAD LEADING TO HATCHERY, 46 FEET NORTH OF THE TRACK,
 RB1125'30 FEET SOUTH OF A HIGHWAY, AND 5 FEET SOUTH OF THE NORTH RAILROAD
 RB1125'RIGHT-OF-WAY FENCE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 RB1125'STAMPED E 208 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY
 RB1125'DESTROYED.
 RB1125
 RB1125                          STATION RECOVERY (1968)
 RB1125
 RB1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RB1125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0522 ***********************************************************************
 TP0522  DESIGNATION -  E 21
 TP0522  PID         -  TP0522
 TP0522  STATE/COUNTY-  WA/OKANOGAN
 TP0522  USGS QUAD   -  OMAK (1993)
 TP0522
 TP0522                         *CURRENT SURVEY CONTROL
 TP0522  ___________________________________________________________________
 TP0522* NAD 83(1986)-  48 24 15.     (N)    119 30 44.     (W)     SCALED    
 TP0522* NAVD 88     -       263.574  (meters)     864.74   (feet)  ADJUSTED  
 TP0522  ___________________________________________________________________
 TP0522  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 TP0522  DYNAMIC HT  -         263.618 (meters)     864.89  (feet)  COMP
 TP0522  MODELED GRAV-     980,770.8   (mgal)                       NAVD 88
 TP0522
 TP0522  VERT ORDER  -  FIRST     CLASS II
 TP0522
 TP0522.The horizontal coordinates were scaled from a topographic map and have
 TP0522.an estimated accuracy of +/- 6 seconds.
 TP0522
 TP0522.The orthometric height was determined by differential leveling
 TP0522.and adjusted by the National Geodetic Survey in June 1991..
 TP0522
 TP0522.The geoid height was determined by GEOID03.
 TP0522
 TP0522.The dynamic height is computed by dividing the NAVD 88
 TP0522.geopotential number by the normal gravity value computed on the
 TP0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0522.degrees latitude (g = 980.6199 gals.).
 TP0522
 TP0522.The modeled gravity was interpolated from observed gravity values.
 TP0522
 TP0522;                    North         East    Units  Estimated Accuracy
 TP0522;SPC WA N     -   156,960.      597,810.      MT  (+/- 180 meters Scaled)
 TP0522
 TP0522                          SUPERSEDED SURVEY CONTROL
 TP0522
 TP0522  NGVD 29 (??/??/92)  262.299  (m)          860.56   (f) ADJ UNCH    1 2
 TP0522
 TP0522.Superseded values are not recommended for survey control.
 TP0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0522.See file dsdata.txt to determine how the superseded data were derived.
 TP0522
 TP0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP140642(NAD 83)
 TP0522_MARKER: DB = BENCH MARK DISK
 TP0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0522_STAMPING: 860.799 E 21 1931
 TP0522_MARK LOGO: CGS   
 TP0522_PROJECTION: FLUSH
 TP0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0522+STABILITY: SURFACE MOTION
 TP0522
 TP0522  HISTORY     - Date     Condition        Report By
 TP0522  HISTORY     - 1931     MONUMENTED       CGS
 TP0522  HISTORY     - 1934     GOOD             NGS
 TP0522  HISTORY     - 1972     GOOD             LOCENG
 TP0522  HISTORY     - 1975     POOR             LOCENG
 TP0522  HISTORY     - 1981     GOOD             NGS
 TP0522  HISTORY     - 1981     GOOD             NGS
 TP0522
 TP0522                          STATION DESCRIPTION
 TP0522
 TP0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TP0522'IN OMAK.
 TP0522'AT OMAK, OKANOGAN COUNTY, ON THE GREAT NORTHERN RAILWAY, 60 FEET
 TP0522'NORTHEAST OF THE NORTHEAST END OF THE STATION, AND 18 FEET SOUTHEAST
 TP0522'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 860.799 E 21
 TP0522'1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 TP0522'GROUND.
 TP0522
 TP0522                          STATION RECOVERY (1972)
 TP0522
 TP0522'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 TP0522'RECOVERED IN GOOD CONDITION.
 TP0522
 TP0522                          STATION RECOVERY (1975)
 TP0522
 TP0522'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 TP0522'MARK IS NOW ABOUT 8 IN. BELOW GRADE IS TEMPORARILY BEING PROTECTED BY
 TP0522'A 55 GAL DRUM LID LAYING OVER THE HOLE, NEEDS ATTENTION.
 TP0522
 TP0522                          STATION RECOVERY (1981)
 TP0522
 TP0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0522'IN OMAK, 0.2 KM (0.1 MI) EAST OF AND ACROSS STATE HIGHWAY 155 FROM THE
 TP0522'BURLINGTON NORTHERN RAILROAD STATION, 53 METERS (174 FT) NORTHEAST OF
 TP0522'THE CENTERLINE OF THE HIGHWAY, 5 METERS (16.5 FT) SOUTH OF THE SOUTH
 TP0522'RAIL, 22.3 METERS (73 FT) NORTH-NORTHEAST OF A FIRE HYDRANT, 12.3
 TP0522'METERS (40.5 FT) WEST OF A SWITCH STAND.
 TP0522'THE MARK IS ABOVE LEVEL WITH THE RAILS.
 TP0522
 TP0522                          STATION RECOVERY (1981)
 TP0522
 TP0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0426 ***********************************************************************
 SA0426  DESIGNATION -  E 211
 SA0426  PID         -  SA0426
 SA0426  STATE/COUNTY-  WA/FRANKLIN
 SA0426  USGS QUAD   -  HUMORIST (1992)
 SA0426
 SA0426                         *CURRENT SURVEY CONTROL
 SA0426  ___________________________________________________________________
 SA0426* NAD 83(1986)-  46 14 49.     (N)    118 55 21.     (W)     SCALED    
 SA0426* NAVD 88     -       125.981  (meters)     413.32   (feet)  ADJUSTED  
 SA0426  ___________________________________________________________________
 SA0426  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SA0426  DYNAMIC HT  -         125.983 (meters)     413.33  (feet)  COMP
 SA0426  MODELED GRAV-     980,629.4   (mgal)                       NAVD 88
 SA0426
 SA0426  VERT ORDER  -  SECOND    CLASS 0
 SA0426
 SA0426.The horizontal coordinates were scaled from a topographic map and have
 SA0426.an estimated accuracy of +/- 6 seconds.
 SA0426
 SA0426.The orthometric height was determined by differential leveling
 SA0426.and adjusted by the National Geodetic Survey in June 1991..
 SA0426
 SA0426.The geoid height was determined by GEOID03.
 SA0426
 SA0426.The dynamic height is computed by dividing the NAVD 88
 SA0426.geopotential number by the normal gravity value computed on the
 SA0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0426.degrees latitude (g = 980.6199 gals.).
 SA0426
 SA0426.The modeled gravity was interpolated from observed gravity values.
 SA0426
 SA0426;                    North         East    Units  Estimated Accuracy
 SA0426;SPC WA S     -   102,760.      621,640.      MT  (+/- 180 meters Scaled)
 SA0426
 SA0426                          SUPERSEDED SURVEY CONTROL
 SA0426
 SA0426  NGVD 29 (??/??/92)  124.953  (m)          409.95   (f) ADJ UNCH    2 0
 SA0426
 SA0426.Superseded values are not recommended for survey control.
 SA0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0426.See file dsdata.txt to determine how the superseded data were derived.
 SA0426
 SA0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM518232(NAD 83)
 SA0426_MARKER: DD = SURVEY DISK
 SA0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0426_STAMPING: E 211 1945
 SA0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0426+STABILITY: SURFACE MOTION
 SA0426
 SA0426  HISTORY     - Date     Condition        Report By
 SA0426  HISTORY     - 1945     MONUMENTED       CGS
 SA0426  HISTORY     - 1961     GOOD             NGS
 SA0426  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SA0426
 SA0426                          STATION DESCRIPTION
 SA0426
 SA0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0426'9.15 MI NE FROM PASCO.
 SA0426'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 SA0426'PASCO, THENCE 5.5 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND
 SA0426'SEATTLE RAILWAY, ALONG OLD TRACK, 45 FEET SOUTH-SOUTHEAST OF THE
 SA0426'SOUTH-SOUTHEAST RAIL OF THE OLD TRACK, 33 FEET WEST OF THE CENTER OF A
 SA0426'GATE IN RIGHT OF WAY FENCE, 2.3 FEET NORTH OF A FENCE, 0.9 FOOT NORTH
 SA0426'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE
 SA0426'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SA0426
 SA0426                          STATION RECOVERY (1990)
 SA0426
 SA0426'RECOVERY NOTE BY US POWER SQUADRON 1990 (AJ)
 SA0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1212 ***********************************************************************
 RZ1212  DESIGNATION -  E 213
 RZ1212  PID         -  RZ1212
 RZ1212  STATE/COUNTY-  WA/WHITMAN
 RZ1212  USGS QUAD   -  PING (1981)
 RZ1212
 RZ1212                         *CURRENT SURVEY CONTROL
 RZ1212  ___________________________________________________________________
 RZ1212* NAD 83(1986)-  46 41 56.     (N)    117 43 17.     (W)     SCALED    
 RZ1212* NAVD 88     -       186.91   (+/-2cm)     613.2    (feet)  VERTCON   
 RZ1212  ___________________________________________________________________
 RZ1212  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 RZ1212
 RZ1212  VERT ORDER  -  ? (See Below)
 RZ1212
 RZ1212.The horizontal coordinates were scaled from a topographic map and have
 RZ1212.an estimated accuracy of +/- 6 seconds.
 RZ1212
 RZ1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1212.The vertical order pertains to the NGVD 29 superseded value.
 RZ1212
 RZ1212.The geoid height was determined by GEOID03.
 RZ1212
 RZ1212;                    North         East    Units  Estimated Accuracy
 RZ1212;SPC WA S     -   155,520.      712,450.      MT  (+/- 180 meters Scaled)
 RZ1212
 RZ1212                          SUPERSEDED SURVEY CONTROL
 RZ1212
 RZ1212  NGVD 29 (??/??/92)  185.922  (m)          609.98   (f) ADJ UNCH    ?  
 RZ1212
 RZ1212.Superseded values are not recommended for survey control.
 RZ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1212.See file dsdata.txt to determine how the superseded data were derived.
 RZ1212
 RZ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM448719(NAD 83)
 RZ1212_MARKER: DD = SURVEY DISK
 RZ1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1212_STAMPING: E 213 1945
 RZ1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1212+STABILITY: SURFACE MOTION
 RZ1212
 RZ1212  HISTORY     - Date     Condition        Report By
 RZ1212  HISTORY     - 1945     MONUMENTED       DOD
 RZ1212  HISTORY     - 1969     GOOD             USGS
 RZ1212  HISTORY     - 1976     MARK NOT FOUND   USGS
 RZ1212
 RZ1212                          STATION DESCRIPTION
 RZ1212
 RZ1212'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RZ1212'1.1 MI W FROM PENAWAWA.
 RZ1212'1.1 MILE WEST ALONG THE UNION PACIFIC (CAMAS PRAIRIE) RAILROAD FROM
 RZ1212'PENAWAWA, 250 FEET SOUTHEAST OF MILEAGE 23.00, 45 FEET EAST OF AN
 RZ1212'UNIMPROVED ROAD, 45 FEET SOUTH OF THE TRACK, 5 FEET NORTH OF THE SOUTH
 RZ1212'RIGHT-OF-WAY FENCE, AND 3 FEET, NORTH OF A WHITE WOODEN WITNESS POST.
 RZ1212'NOTE-- THE MARK WILL BE INUNDATED AT THE COMPLETION OF THE LITTLE
 RZ1212'GOOSE DAM.
 RZ1212
 RZ1212                          STATION RECOVERY (1976)
 RZ1212
 RZ1212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RZ1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0765 ***********************************************************************
 RZ0765  DESIGNATION -  E 214
 RZ0765  PID         -  RZ0765
 RZ0765  STATE/COUNTY-  WA/WHITMAN
 RZ0765  USGS QUAD   -  GRANITE POINT (1975)
 RZ0765
 RZ0765                         *CURRENT SURVEY CONTROL
 RZ0765  ___________________________________________________________________
 RZ0765* NAD 83(1986)-  46 34 41.     (N)    117 17 55.     (W)     SCALED    
 RZ0765* NAVD 88     -       207.85   (+/-2cm)     681.9    (feet)  VERTCON   
 RZ0765  ___________________________________________________________________
 RZ0765  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 RZ0765
 RZ0765  VERT ORDER  -  ? (See Below)
 RZ0765
 RZ0765.The horizontal coordinates were scaled from a topographic map and have
 RZ0765.an estimated accuracy of +/- 6 seconds.
 RZ0765
 RZ0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ0765.The vertical order pertains to the NGVD 29 superseded value.
 RZ0765
 RZ0765.The geoid height was determined by GEOID03.
 RZ0765
 RZ0765;                    North         East    Units  Estimated Accuracy
 RZ0765;SPC WA S     -   143,330.      745,310.      MT  (+/- 180 meters Scaled)
 RZ0765
 RZ0765                          SUPERSEDED SURVEY CONTROL
 RZ0765
 RZ0765  NGVD 29 (??/??/92)  206.793  (m)          678.45   (f) ADJ UNCH    ?  
 RZ0765
 RZ0765.Superseded values are not recommended for survey control.
 RZ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0765.See file dsdata.txt to determine how the superseded data were derived.
 RZ0765
 RZ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM771583(NAD 83)
 RZ0765_MARKER: S = SPIKE
 RZ0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0765_SP_SET: CULVERT
 RZ0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0765
 RZ0765  HISTORY     - Date     Condition        Report By
 RZ0765  HISTORY     - UNK      MONUMENTED       DOD
 RZ0765  HISTORY     - 1945     GOOD             NGS
 RZ0765
 RZ0765                          STATION DESCRIPTION
 RZ0765
 RZ0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RZ0765'0.1 MI W FROM BISHOP.
 RZ0765'0.1 MILE WEST ALONG THE UNION PACIFIC (CAMAS PRAIRIE) RAILROAD FROM
 RZ0765'BISHOP, WHITMAN COUNTY, AT MILEAGE 49.46, 350 FEET WEST OF BISHOP
 RZ0765'RAILROAD SIGN, 6 FEET NORTH OF THE NORTH RAIL, AND IN THE WEST WING
 RZ0765'WALL OF A CULVERT.  A RAILROAD SPIKE.  NOTE-- 1973 REPORT, BM UNDER
 RZ0765'DAM WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0013 ***********************************************************************
 SA0013  DESIGNATION -  E 215
 SA0013  PID         -  SA0013
 SA0013  STATE/COUNTY-  WA/WHITMAN
 SA0013  USGS QUAD   -  STARBUCK EAST (1981)
 SA0013
 SA0013                         *CURRENT SURVEY CONTROL
 SA0013  ___________________________________________________________________
 SA0013* NAD 83(1986)-  46 34 25.     (N)    118 06 02.     (W)     SCALED    
 SA0013* NAVD 88     -       167.41   (+/-2cm)     549.2    (feet)  VERTCON   
 SA0013  ___________________________________________________________________
 SA0013  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 SA0013
 SA0013  VERT ORDER  -  ? (See Below)
 SA0013
 SA0013.The horizontal coordinates were scaled from a topographic map and have
 SA0013.an estimated accuracy of +/- 6 seconds.
 SA0013
 SA0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0013.The vertical order pertains to the NGVD 29 superseded value.
 SA0013
 SA0013.The geoid height was determined by GEOID03.
 SA0013
 SA0013;                    North         East    Units  Estimated Accuracy
 SA0013;SPC WA S     -   140,650.      683,900.      MT  (+/- 180 meters Scaled)
 SA0013
 SA0013                          SUPERSEDED SURVEY CONTROL
 SA0013
 SA0013  NGVD 29 (??/??/92)  166.458  (m)          546.12   (f) ADJ UNCH    ?  
 SA0013
 SA0013.Superseded values are not recommended for survey control.
 SA0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0013.See file dsdata.txt to determine how the superseded data were derived.
 SA0013
 SA0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM156583(NAD 83)
 SA0013_MARKER: DD = SURVEY DISK
 SA0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0013_STAMPING: E 215 1945
 SA0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0013+STABILITY: SURFACE MOTION
 SA0013
 SA0013  HISTORY     - Date     Condition        Report By
 SA0013  HISTORY     - 1945     MONUMENTED       DOD
 SA0013  HISTORY     - 1976     MARK NOT FOUND   USGS
 SA0013
 SA0013                          STATION DESCRIPTION
 SA0013
 SA0013'DESCRIBED BY US DEPARTMENT OF DEFENSE 1945
 SA0013'0.9 MI SW FROM RIPARIA.
 SA0013'0.9 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM RIPARIA,
 SA0013'WHITMAN COUNTY, AT MILEAGE 40.00, 19 FEET SOUTHEAST OF THE TRACK, 3
 SA0013'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 2 FEET NORTH OF A
 SA0013'WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 SA0013'DISK, STAMPED E 215 1945 AND SET IN THE TOP OF A CONCRETE POST.
 SA0013
 SA0013                          STATION RECOVERY (1976)
 SA0013
 SA0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SA0013'BM HAS PROBABLY BEEN DESTROYED BY WAVE ACTION FROM THE LOWER
 SA0013'MONUMENTAL RES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0192 ***********************************************************************
 SY0192  DESIGNATION -  E 22
 SY0192  PID         -  SY0192
 SY0192  STATE/COUNTY-  WA/KING
 SY0192  USGS QUAD   -  AUBURN (1994)
 SY0192
 SY0192                         *CURRENT SURVEY CONTROL
 SY0192  ___________________________________________________________________
 SY0192* NAD 83(1986)-  47 37 27.     (N)    122 09 50.     (W)     SCALED    
 SY0192* NAVD 88     -        43.63   (+/-2cm)     143.1    (feet)  VERTCON   
 SY0192  ___________________________________________________________________
 SY0192  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY0192
 SY0192  VERT ORDER  -  ? (See Below)
 SY0192
 SY0192.The horizontal coordinates were scaled from a topographic map and have
 SY0192.an estimated accuracy of +/- 6 seconds.
 SY0192
 SY0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0192.The vertical order pertains to the NGVD 29 superseded value.
 SY0192
 SY0192.The geoid height was determined by GEOID03.
 SY0192
 SY0192;                    North         East    Units  Estimated Accuracy
 SY0192;SPC WA N     -    70,260.      400,000.      MT  (+/- 180 meters Scaled)
 SY0192
 SY0192                          SUPERSEDED SURVEY CONTROL
 SY0192
 SY0192  NGVD 29 (??/??/??)   42.534  (m)          139.55   (f) ADJUSTED    ?  
 SY0192
 SY0192.Superseded values are not recommended for survey control.
 SY0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0192.See file dsdata.txt to determine how the superseded data were derived.
 SY0192
 SY0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET628748(NAD 83)
 SY0192_MARKER: DD = SURVEY DISK
 SY0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0192+STABILITY: SURFACE MOTION
 SY0192
 SY0192  HISTORY     - Date     Condition        Report By
 SY0192  HISTORY     - UNK      MONUMENTED       WA-033
 SY0192  HISTORY     - 1938     GOOD             CGS
 SY0192  HISTORY     - 1954     MARK NOT FOUND   CGS
 SY0192
 SY0192                          STATION DESCRIPTION
 SY0192
 SY0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 SY0192'1.0 MI NE FROM MIDLAKES.
 SY0192'A STANDARD KING COUNTY BRONZE TABLET SET IN A PRE-CAST CONCRETE
 SY0192'MONUMENT 0.7 FT. DEEP.  FROM PEDERSEN BROS. GARAGE IN RENTON GO ON
 SY0192'EAST LAKE WASH. BLVD. (PAVE.) 8.0 MILES TO FORK IN PAVEMENT, TURN
 SY0192'RIGHT (NORTH) (SIGN-- TO KIRKLAND) GO 2.65 MILES TO PAVED CROSSROADS.
 SY0192'TURN RIGHT (SIGN-- MID-LAKES) (EAST), GO 0.95 MILE, WHERE PAVE. TURNS
 SY0192'LEFT (OILED GRAVEL ROAD CONTINUES EAST), GO ON GRAVEL RD. 0.8 MILE,
 SY0192'TURN LEFT (NORTH) ON NARROW GRAVEL ROAD, GO 0.15 MILE TO TOP OF SMALL
 SY0192'HILL.  STA. IS ON THE EAST SIDE OF GRAVEL ROAD, 38.15 FT. NW OF A TACK
 SY0192'IN POWER POLE NO. 38, 16.31 FT. SE OF A TACK IN A 2 FT. FIR STUMP, AND
 SY0192'43.95 FT. NORTH OF EAST OF A TACK IN A 10 IN. FIR TREE.
 SY0192
 SY0192                          STATION RECOVERY (1954)
 SY0192
 SY0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 SY0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0373 ***********************************************************************
 TP0373  DESIGNATION -  E 22
 TP0373  PID         -  TP0373
 TP0373  STATE/COUNTY-  WA/OKANOGAN
 TP0373  USGS QUAD   -  OROVILLE (1982)
 TP0373
 TP0373                         *CURRENT SURVEY CONTROL
 TP0373  ___________________________________________________________________
 TP0373* NAD 83(1986)-  48 56 13.     (N)    119 26 12.     (W)     SCALED    
 TP0373* NAVD 88     -       283.591  (meters)     930.41   (feet)  ADJUSTED  
 TP0373  ___________________________________________________________________
 TP0373  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 TP0373  DYNAMIC HT  -         283.643 (meters)     930.59  (feet)  COMP
 TP0373  MODELED GRAV-     980,786.6   (mgal)                       NAVD 88
 TP0373
 TP0373  VERT ORDER  -  FIRST     CLASS II
 TP0373
 TP0373.The horizontal coordinates were scaled from a topographic map and have
 TP0373.an estimated accuracy of +/- 6 seconds.
 TP0373
 TP0373.The orthometric height was determined by differential leveling
 TP0373.and adjusted by the National Geodetic Survey in June 1991..
 TP0373.WARNING-Repeat measurements at this control monument indicate possible
 TP0373.vertical movement.
 TP0373
 TP0373.The geoid height was determined by GEOID03.
 TP0373
 TP0373.The dynamic height is computed by dividing the NAVD 88
 TP0373.geopotential number by the normal gravity value computed on the
 TP0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0373.degrees latitude (g = 980.6199 gals.).
 TP0373
 TP0373.The modeled gravity was interpolated from observed gravity values.
 TP0373
 TP0373;                    North         East    Units  Estimated Accuracy
 TP0373;SPC WA N     -   216,300.      602,330.      MT  (+/- 180 meters Scaled)
 TP0373
 TP0373                          SUPERSEDED SURVEY CONTROL
 TP0373
 TP0373  NGVD 29 (??/??/92)  282.302  (m)          926.19   (f) ADJ UNCH    1 2
 TP0373
 TP0373.Superseded values are not recommended for survey control.
 TP0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0373.See file dsdata.txt to determine how the superseded data were derived.
 TP0373
 TP0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ215233(NAD 83)
 TP0373_MARKER: DB = BENCH MARK DISK
 TP0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0373_SP_SET: CONCRETE POST
 TP0373_STAMPING: E 22 1931 926.419
 TP0373_MARK LOGO: CGS   
 TP0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0373+STABILITY: SURFACE MOTION
 TP0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP0373+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1990
 TP0373
 TP0373  HISTORY     - Date     Condition        Report By
 TP0373  HISTORY     - 1931     MONUMENTED       CGS
 TP0373  HISTORY     - 1934     GOOD             NGS
 TP0373  HISTORY     - 1964     GOOD             LOCENG
 TP0373  HISTORY     - 1981     GOOD             NGS
 TP0373  HISTORY     - 1988     GOOD             USPSQD
 TP0373  HISTORY     - 19900319 GOOD             NGS
 TP0373
 TP0373                          STATION DESCRIPTION
 TP0373
 TP0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TP0373'IN OROVILLE.
 TP0373'AT OROVILLE, OKANOGAN COUNTY, ON THE GREAT NORTHERN RAILWAY, 15 FEET
 TP0373'WEST OF THE SOUTHWEST CORNER OF THE STATION, AT THE NORTH EDGE OF THE
 TP0373'PLATFORM, AND 18 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 TP0373'STANDARD DISK, STAMPED 926.419 E 22 1931 AND SET IN THE TOP OF A
 TP0373'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 TP0373
 TP0373                          STATION RECOVERY (1964)
 TP0373
 TP0373'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 TP0373'RECOVERED IN GOOD CONDITION.
 TP0373
 TP0373                          STATION RECOVERY (1981)
 TP0373
 TP0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0373'RECOVERED IN GOOD CONDITION.
 TP0373
 TP0373                          STATION RECOVERY (1988)
 TP0373
 TP0373'RECOVERY NOTE BY US POWER SQUADRON 1988 (HM)
 TP0373'RECOVERED IN GOOD CONDITION.
 TP0373
 TP0373                          STATION RECOVERY (1990)
 TP0373
 TP0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TP0373'THE STATION IS LOCATED ABOUT 83.7 KM (52.0 MI) NORTRHEAST OF MAZAMA,
 TP0373'61.2 KM (38.0 MI) NORTWEST OF REPUBLIC, 35.4 KM (22.0 MI) NORTH OF
 TP0373'TONASKET AND AT THE SITE OF THE FORMER BUTLINGTON-NORTHERN RAILROAD
 TP0373'STATION IN OROVILLE.
 TP0373'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF CENTRAL AVENUE
 TP0373'AND GOLDEN STREET IN OROVILLE, GO WEST ON CENTRAL AVENUE FOR 0.08 KM
 TP0373'(0.05 MI) TO THE INTERSECTION OF MAIN STREET.  TURN LEFT AND GO SOUTH
 TP0373'ON MAIN STREET, US HIGHWAY 97 FOR 0.32 KM (0.20 MI) TO THE RAILROAD
 TP0373'CROSSING AND THE STATION ON THE LEFT.
 TP0373'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 TP0373'5 CM (2 INCHES) ABOVE THE GROUND SURFACE.  IT IS 5.5 M (18.0 FT)
 TP0373'NORTH OF THE CENTER OF THE MAIN TRACK, 0.6 M (2.0 FT) SOUTH OF A
 TP0373'TELEPHONE LINE POLE THAT HAS BEEN CUT OFF TO ABOUT 1.3 M (4.3 FT)
 TP0373'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0011 ***********************************************************************
 TP0011  DESIGNATION -  E 23
 TP0011  PID         -  TP0011
 TP0011  STATE/COUNTY-  WA/FERRY
 TP0011  USGS QUAD   -  ORIENT (1992)
 TP0011
 TP0011                         *CURRENT SURVEY CONTROL
 TP0011  ___________________________________________________________________
 TP0011* NAD 83(1986)-  48 52 05.     (N)    118 12 17.     (W)     SCALED    
 TP0011* NAVD 88     -       442.036  (meters)    1450.25   (feet)  ADJUSTED  
 TP0011  ___________________________________________________________________
 TP0011  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TP0011  DYNAMIC HT  -         442.113 (meters)    1450.50  (feet)  COMP
 TP0011  MODELED GRAV-     980,773.0   (mgal)                       NAVD 88
 TP0011
 TP0011  VERT ORDER  -  FIRST     CLASS II
 TP0011
 TP0011.The horizontal coordinates were scaled from a topographic map and have
 TP0011.an estimated accuracy of +/- 6 seconds.
 TP0011
 TP0011.The orthometric height was determined by differential leveling
 TP0011.and adjusted by the National Geodetic Survey in June 1991..
 TP0011
 TP0011.The geoid height was determined by GEOID03.
 TP0011
 TP0011.The dynamic height is computed by dividing the NAVD 88
 TP0011.geopotential number by the normal gravity value computed on the
 TP0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0011.degrees latitude (g = 980.6199 gals.).
 TP0011
 TP0011.The modeled gravity was interpolated from observed gravity values.
 TP0011
 TP0011;                    North         East    Units  Estimated Accuracy
 TP0011;SPC WA N     -   211,000.      692,820.      MT  (+/- 180 meters Scaled)
 TP0011
 TP0011                          SUPERSEDED SURVEY CONTROL
 TP0011
 TP0011  NGVD 29 (??/??/92)  440.781  (m)         1446.13   (f) ADJ UNCH    1 2
 TP0011
 TP0011.Superseded values are not recommended for survey control.
 TP0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0011.See file dsdata.txt to determine how the superseded data were derived.
 TP0011
 TP0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ116134(NAD 83)
 TP0011_MARKER: DB = BENCH MARK DISK
 TP0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0011_SP_SET: DRILL HOLE IN WALL
 TP0011_STAMPING: E 23 1931
 TP0011_MARK LOGO: CGS   
 TP0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP0011+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1989
 TP0011
 TP0011  HISTORY     - Date     Condition        Report By
 TP0011  HISTORY     - 1931     MONUMENTED       CGS
 TP0011  HISTORY     - 19891129 GOOD             NGS
 TP0011
 TP0011                          STATION DESCRIPTION
 TP0011
 TP0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 TP0011'IN ORIENT.
 TP0011'AT ORIENT IN THE ORIENT SCHOOL, IN THE WEST SIDE, 1 FOOT NORTH OF
 TP0011'SOUTHWEST CORNER, 2 1/2 FEET ABOVE GROUND, 10 FEET SOUTH OF DOORWAY.
 TP0011
 TP0011                          STATION RECOVERY (1989)
 TP0011
 TP0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TP0011'THE STATION IS LCOATED ABOUT 58.0 KM (36.0 MI) WEST-NORTHWEST OF
 TP0011'TIGER, 45.1 KM (28.0 MI) NORTHEAST OF REPUBLIC, 43.4 KM (27.0 MI)
 TP0011'NORTH-NORTHWEST OF COLVILLE, 27.4 KM (17.0 MI) SOUTHEAST OF GRAND
 TP0011'FORKS AND AT THE SCHOOL BUILDING IN ORIENT.
 TP0011'TO REACH FROM THE GENERAL STORE IN ORIENT, GO EAST FOR 0.08 KM
 TP0011'(0.05 MI) TO A CROSS ROAD.  TURN LEFT AND GO NORTH FOR 0.16 KM
 TP0011'(0.10 MI) TO THE GRADE SCHOOL ON THE RIGHT AND THE STATION.
 TP0011'THE MARK IS SET IN A DRILL HOLE IN THE WALL OF THE SCHOOL BUILDING.
 TP0011'IT IS 3.1 M (10.2 FT) SOUTH OF THE MAIN ENTRANCE, 0.8 M (2.6 FT)
 TP0011'ABOVE THE GROUND AND 0.3 M (1.0 FT) NORTH OF THE SOUTHWEST CORNER OF
 TP0011'THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0404 ***********************************************************************
 TO0404  DESIGNATION -  E 231
 TO0404  PID         -  TO0404
 TO0404  STATE/COUNTY-  WA/PEND OREILLE
 TO0404  USGS QUAD   -  NEWPORT (1986)
 TO0404
 TO0404                         *CURRENT SURVEY CONTROL
 TO0404  ___________________________________________________________________
 TO0404* NAD 83(1986)-  48 09 00.     (N)    117 06 20.     (W)     SCALED    
 TO0404* NAVD 88     -       639.502  (meters)    2098.10   (feet)  ADJUSTED  
 TO0404  ___________________________________________________________________
 TO0404  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 TO0404  DYNAMIC HT  -         639.560 (meters)    2098.29  (feet)  COMP
 TO0404  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 TO0404
 TO0404  VERT ORDER  -  FIRST     CLASS II
 TO0404
 TO0404.The horizontal coordinates were scaled from a topographic map and have
 TO0404.an estimated accuracy of +/- 6 seconds.
 TO0404
 TO0404.The orthometric height was determined by differential leveling
 TO0404.and adjusted by the National Geodetic Survey in June 1991..
 TO0404
 TO0404.The geoid height was determined by GEOID03.
 TO0404
 TO0404.The dynamic height is computed by dividing the NAVD 88
 TO0404.geopotential number by the normal gravity value computed on the
 TO0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0404.degrees latitude (g = 980.6199 gals.).
 TO0404
 TO0404.The modeled gravity was interpolated from observed gravity values.
 TO0404
 TO0404;                    North         East    Units  Estimated Accuracy
 TO0404;SPC WA N     -   134,580.      777,260.      MT  (+/- 180 meters Scaled)
 TO0404
 TO0404                          SUPERSEDED SURVEY CONTROL
 TO0404
 TO0404  NGVD 29 (??/??/92)  638.319  (m)         2094.22   (f) ADJ UNCH    1 2
 TO0404
 TO0404.Superseded values are not recommended for survey control.
 TO0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0404.See file dsdata.txt to determine how the superseded data were derived.
 TO0404
 TO0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP921329(NAD 83)
 TO0404_MARKER: DB = BENCH MARK DISK
 TO0404_SETTING: 80 = SET IN A BOULDER
 TO0404_SP_SET: BOULDER
 TO0404_STAMPING: E 231 1942
 TO0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0404+STABILITY: SURFACE MOTION
 TO0404
 TO0404  HISTORY     - Date     Condition        Report By
 TO0404  HISTORY     - 1942     MONUMENTED       CGS
 TO0404  HISTORY     - 1980     GOOD             NGS
 TO0404
 TO0404                          STATION DESCRIPTION
 TO0404
 TO0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0404'3.6 MI SW FROM NEWPORT.
 TO0404'ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT NEWPORT, AT
 TO0404'PENRITH, 2 BOLES NORTH OF THE SOUTH END OF A SPUR TRACK, 25 FEET NORTH
 TO0404'OF A CROSSING, 15 FEET WEST OF TRACK CENTER, 1 1/2 FEET ABOVE TRACK
 TO0404'LEVEL.
 TO0404
 TO0404                          STATION RECOVERY (1980)
 TO0404
 TO0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0404'5.1 KILOMETERS (3.2 MILES) SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE
 TO0404'JUNCTION OF STATE HIGHWAY 20 IN NEWPORT, THENCE 1.0 KILOMETER (0.6
 TO0404'MILE) SOUTHWEST ALONG SCOTIA ROAD, 0.25 KILOMETER (0.15 MILE)
 TO0404'SOUTHWEST OF THE PENRITH SIDING SIGN, AT A PRIVATE ROAD CROSSING,
 TO0404'SET IN TOP OF A 2 X 4 FOOT BOULDER, 19.8 METERS (65.0 FEET) NORTHWEST
 TO0404'OF THE CENTERLINE OF SCOTIA ROAD, 10.1 METERS (33.0 FEET) NORTHEAST
 TO0404'OF THE CENTERLINE OF THE PRIVATE ROAD, 5.3 METERS (17.5 FEET)
 TO0404'SOUTHEAST OF TELEGRAPH POLE NUMBER A 72, 4.0 METERS (13.5 FEET)
 TO0404'NORTHWEST OF THE NORTHWEST RAIL OF THE BURLINGTON NORTHERN RAILWAY
 TO0404'TRACKS.
 TO0404'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 TO0404'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0370 ***********************************************************************
 TO0370  DESIGNATION -  E 233
 TO0370  PID         -  TO0370
 TO0370  STATE/COUNTY-  WA/PEND OREILLE
 TO0370  USGS QUAD   -  DIAMOND LAKE (1980)
 TO0370
 TO0370                         *CURRENT SURVEY CONTROL
 TO0370  ___________________________________________________________________
 TO0370* NAD 83(1986)-  48 13 41.     (N)    117 07 55.     (W)     SCALED    
 TO0370* NAVD 88     -       630.245  (meters)    2067.73   (feet)  ADJUSTED  
 TO0370  ___________________________________________________________________
 TO0370  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 TO0370  DYNAMIC HT  -         630.308 (meters)    2067.94  (feet)  COMP
 TO0370  MODELED GRAV-     980,691.6   (mgal)                       NAVD 88
 TO0370
 TO0370  VERT ORDER  -  FIRST     CLASS II
 TO0370
 TO0370.The horizontal coordinates were scaled from a topographic map and have
 TO0370.an estimated accuracy of +/- 6 seconds.
 TO0370
 TO0370.The orthometric height was determined by differential leveling
 TO0370.and adjusted by the National Geodetic Survey in June 1991..
 TO0370
 TO0370.The geoid height was determined by GEOID03.
 TO0370
 TO0370.The dynamic height is computed by dividing the NAVD 88
 TO0370.geopotential number by the normal gravity value computed on the
 TO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0370.degrees latitude (g = 980.6199 gals.).
 TO0370
 TO0370.The modeled gravity was interpolated from observed gravity values.
 TO0370
 TO0370;                    North         East    Units  Estimated Accuracy
 TO0370;SPC WA N     -   143,150.      774,880.      MT  (+/- 180 meters Scaled)
 TO0370
 TO0370                          SUPERSEDED SURVEY CONTROL
 TO0370
 TO0370  NGVD 29 (??/??/92)  629.068  (m)         2063.87   (f) ADJ UNCH    1 2
 TO0370
 TO0370.Superseded values are not recommended for survey control.
 TO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0370.See file dsdata.txt to determine how the superseded data were derived.
 TO0370
 TO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP902416(NAD 83)
 TO0370_MARKER: DB = BENCH MARK DISK
 TO0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0370_STAMPING: E 233 1942
 TO0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0370+STABILITY: SURFACE MOTION
 TO0370
 TO0370  HISTORY     - Date     Condition        Report By
 TO0370  HISTORY     - 1942     MONUMENTED       CGS
 TO0370  HISTORY     - 1966     MARK NOT FOUND   USGS
 TO0370
 TO0370                          STATION DESCRIPTION
 TO0370
 TO0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0370'6.35 MI NW FROM NEWPORT.
 TO0370'ALONG CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RR.  6.35 MILES
 TO0370'NORTHWEST OF NEWPORT, ALONG THE RAILWAY, 0.05 MILE WEST OF MILEPOST
 TO0370'50, 18 FEET EAST OF A CROSSING, 18 FEET SOUTH OF TRACK, ABOUT 75 YARDS
 TO0370'NORTH OF AN ABANDONED SCHOOL.  WITNESS POST SET.  A DISK SET IN A
 TO0370'CONCRETE POST.
 TO0370
 TO0370                          STATION RECOVERY (1966)
 TO0370
 TO0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TO0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0338 ***********************************************************************
 TO0338  DESIGNATION -  E 235
 TO0338  PID         -  TO0338
 TO0338  STATE/COUNTY-  WA/PEND OREILLE
 TO0338  USGS QUAD   -  METALINE FALLS (1992)
 TO0338
 TO0338                         *CURRENT SURVEY CONTROL
 TO0338  ___________________________________________________________________
 TO0338* NAD 83(1986)-  48 51 43.     (N)    117 22 09.     (W)     SCALED    
 TO0338* NAVD 88     -       642.766  (meters)    2108.81   (feet)  POSTED    
 TO0338  ___________________________________________________________________
 TO0338  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 TO0338  DYNAMIC HT  -         642.850 (meters)    2109.08  (feet)  COMP
 TO0338  MODELED GRAV-     980,717.1   (mgal)                       NAVD 88
 TO0338
 TO0338  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TO0338
 TO0338.The horizontal coordinates were scaled from a topographic map and have
 TO0338.an estimated accuracy of +/- 6 seconds.
 TO0338
 TO0338.The orthometric height was determined by differential leveling
 TO0338.and adjusted by the National Geodetic Survey in 1992..
 TO0338.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TO0338.rate of 1.1 thru 2.0 mm/km.
 TO0338
 TO0338.The geoid height was determined by GEOID03.
 TO0338
 TO0338.The dynamic height is computed by dividing the NAVD 88
 TO0338.geopotential number by the normal gravity value computed on the
 TO0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0338.degrees latitude (g = 980.6199 gals.).
 TO0338
 TO0338.The modeled gravity was interpolated from observed gravity values.
 TO0338
 TO0338;                    North         East    Units  Estimated Accuracy
 TO0338;SPC WA N     -   212,750.      754,100.      MT  (+/- 180 meters Scaled)
 TO0338
 TO0338                          SUPERSEDED SURVEY CONTROL
 TO0338
 TO0338  NGVD 29 (??/??/92)  641.548  (m)         2104.81   (f) ADJ UNCH    1 2
 TO0338
 TO0338.Superseded values are not recommended for survey control.
 TO0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0338.See file dsdata.txt to determine how the superseded data were derived.
 TO0338
 TO0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ729121(NAD 83)
 TO0338_MARKER: DB = BENCH MARK DISK
 TO0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0338_STAMPING: E 235 1942
 TO0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0338+STABILITY: SURFACE MOTION
 TO0338
 TO0338  HISTORY     - Date     Condition        Report By
 TO0338  HISTORY     - 1942     MONUMENTED       CGS
 TO0338  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0338  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0338
 TO0338                          STATION DESCRIPTION
 TO0338
 TO0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0338'IN METALINE FALLS.
 TO0338'ALONG CHICAGO-MILWAUKEE AND PACIFIC RAILROAD.  96 FEET NORTHEAST FROM
 TO0338'EAST CORNER OF WASHINGTON HOTEL, IN PARK, 45 FEET NORTH OF TRAIL
 TO0338'RUNNING EAST AND WEST THROUGH PARK, 40 FEET WEST OF WEST RAIL, 9 FEET
 TO0338'NORTH OF SNOW GAGE, 8 FEET SOUTH OF RAIN GAGE.
 TO0338
 TO0338                          STATION RECOVERY (1967)
 TO0338
 TO0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0338'MARK NOT FOUND.
 TO0338
 TO0338                          STATION RECOVERY (1980)
 TO0338
 TO0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0338'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0476 ***********************************************************************
 TO0476  DESIGNATION -  E 236
 TO0476  PID         -  TO0476
 TO0476  STATE/COUNTY-  WA/STEVENS
 TO0476  USGS QUAD   -  NORTHPORT (1992)
 TO0476
 TO0476                         *CURRENT SURVEY CONTROL
 TO0476  ___________________________________________________________________
 TO0476* NAD 83(1986)-  48 54 10.     (N)    117 47 44.     (W)     SCALED    
 TO0476* NAVD 88     -       397.779  (meters)    1305.05   (feet)  ADJUSTED  
 TO0476  ___________________________________________________________________
 TO0476  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TO0476  DYNAMIC HT  -         397.847 (meters)    1305.27  (feet)  COMP
 TO0476  MODELED GRAV-     980,769.5   (mgal)                       NAVD 88
 TO0476
 TO0476  VERT ORDER  -  FIRST     CLASS II
 TO0476
 TO0476.The horizontal coordinates were scaled from a topographic map and have
 TO0476.an estimated accuracy of +/- 6 seconds.
 TO0476
 TO0476.The orthometric height was determined by differential leveling
 TO0476.and adjusted by the National Geodetic Survey in June 1991..
 TO0476
 TO0476.The geoid height was determined by GEOID03.
 TO0476
 TO0476.The dynamic height is computed by dividing the NAVD 88
 TO0476.geopotential number by the normal gravity value computed on the
 TO0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0476.degrees latitude (g = 980.6199 gals.).
 TO0476
 TO0476.The modeled gravity was interpolated from observed gravity values.
 TO0476
 TO0476;                    North         East    Units  Estimated Accuracy
 TO0476;SPC WA N     -   215,960.      722,660.      MT  (+/- 180 meters Scaled)
 TO0476
 TO0476                          SUPERSEDED SURVEY CONTROL
 TO0476
 TO0476  NGVD 29 (??/??/92)  396.54   (m)         1301.0    (f) COMPUTED    1 2
 TO0476
 TO0476.Superseded values are not recommended for survey control.
 TO0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0476.See file dsdata.txt to determine how the superseded data were derived.
 TO0476
 TO0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ416169(NAD 83)
 TO0476_MARKER: DB = BENCH MARK DISK
 TO0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0476_STAMPING: E 236 1942
 TO0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0476+STABILITY: SURFACE MOTION
 TO0476
 TO0476  HISTORY     - Date     Condition        Report By
 TO0476  HISTORY     - 1942     MONUMENTED       CGS
 TO0476  HISTORY     - 1946     GOOD             NGS
 TO0476
 TO0476                          STATION DESCRIPTION
 TO0476
 TO0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TO0476'1.3 MI S FROM NORTHPORT.
 TO0476'ALONG THE GREAT NORTHERN RAILROAD, AT MILE POLE 128, 6 FEET EAST OF
 TO0476'FENCE LINE, 50 FEET WEST OF TRACK CENTERLINE, 5 FEET SOUTH OF MILE
 TO0476'POST, 15 FEET BELOW TRACK LEVEL.  WITNESS POST SET.  A DISK SET IN A
 TO0476'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1170 ***********************************************************************
 SA1170  DESIGNATION -  E 237
 SA1170  PID         -  SA1170
 SA1170  STATE/COUNTY-  WA/YAKIMA
 SA1170  USGS QUAD   -  MABTON EAST (1965)
 SA1170
 SA1170                         *CURRENT SURVEY CONTROL
 SA1170  ___________________________________________________________________
 SA1170* NAD 83(1991)-  46 11 49.75243(N)    119 56 21.41228(W)     ADJUSTED  
 SA1170* NAVD 88     -       214.987  (meters)     705.34   (feet)  ADJUSTED  
 SA1170  ___________________________________________________________________
 SA1170  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 SA1170  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA1170  DYNAMIC HT  -         214.991 (meters)     705.35  (feet)  COMP
 SA1170  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 SA1170
 SA1170  HORZ ORDER  -  SECOND
 SA1170  VERT ORDER  -  FIRST     CLASS II
 SA1170
 SA1170.The horizontal coordinates were established by classical geodetic methods
 SA1170.and adjusted by the National Geodetic Survey in December 1991..
 SA1170
 SA1170.The orthometric height was determined by differential leveling
 SA1170.and adjusted by the National Geodetic Survey in June 1991..
 SA1170
 SA1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1170
 SA1170.The geoid height was determined by GEOID03.
 SA1170
 SA1170.The dynamic height is computed by dividing the NAVD 88
 SA1170.geopotential number by the normal gravity value computed on the
 SA1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1170.degrees latitude (g = 980.6199 gals.).
 SA1170
 SA1170.The modeled gravity was interpolated from observed gravity values.
 SA1170
 SA1170;                    North         East     Units Scale Factor Converg.
 SA1170;SPC WA S     -    96,167.051   543,277.528   MT  0.99993739   +0 24 26.3
 SA1170;SPC WA S     -   315,508.07  1,782,403.02   sFT  0.99993739   +0 24 26.3
 SA1170;UTM  11      - 5,120,153.039   273,218.402   MT  1.00023226   -2 07 20.1
 SA1170;UTM  10      - 5,120,507.422   736,150.815   MT  1.00028559   +2 12 36.1
 SA1170
 SA1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1170!SPC WA S     -   0.99996965  x   0.99993739  =   0.99990704
 SA1170!UTM  11      -   0.99996965  x   1.00023226  =   1.00020190
 SA1170!UTM  10      -   0.99996965  x   1.00028559  =   1.00025523
 SA1170
 SA1170|---------------------------------------------------------------------|
 SA1170| PID    Reference Object                     Distance      Geod. Az  |
 SA1170|                                                           dddmmss.s |
 SA1170| SA1171 E 237 RM 1                           10.232 METERS 19120     |
 SA1170| SA1172 E 237 RM 2                            8.383 METERS 28233     |
 SA1170| CF4464 E 237 AZ MK                                        2991854.7 |
 SA1170|---------------------------------------------------------------------|
 SA1170
 SA1170                          SUPERSEDED SURVEY CONTROL
 SA1170
 SA1170  NAD 83(1991)-  46 11 49.75667(N)    119 56 21.41336(W) AD(       ) 2
 SA1170  NAD 83(1986)-  46 11 49.76179(N)    119 56 21.40262(W) AD(       ) 2
 SA1170  NAD 27      -  46 11 50.28700(N)    119 56 17.26800(W) AD(       ) 2
 SA1170  NGVD 29 (??/??/92)  213.939  (m)          701.90   (f) ADJ UNCH    1 2
 SA1170
 SA1170.Superseded values are not recommended for survey control.
 SA1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1170.See file dsdata.txt to determine how the superseded data were derived.
 SA1170
 SA1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM7321820153(NAD 83)
 SA1170_MARKER: DB = BENCH MARK DISK
 SA1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1170_STAMPING: E 237 1944
 SA1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1170+STABILITY: SURFACE MOTION
 SA1170
 SA1170  HISTORY     - Date     Condition        Report By
 SA1170  HISTORY     - 1948     MONUMENTED       CGS
 SA1170  HISTORY     - 1962     GOOD             CGS
 SA1170  HISTORY     - 1962     GOOD             NGS
 SA1170  HISTORY     - 1964     GOOD             BPA
 SA1170
 SA1170                          STATION DESCRIPTION
 SA1170
 SA1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SA1170'THE STATION IS LOCATED ALONG THE NORTHERN PACIFIC RAILROAD, ABOUT
 SA1170'9 MILES WEST OF PROSSER, ABOUT 5 MILES SOUTH OF GRANDVIEW, ABOUT
 SA1170'3 MILES SOUTHEAST OF MABTON, ABOUT 100 FEET NORTH OF STATE HIGHWAY
 SA1170'3A, ABOUT 27 FEET EAST OF THE FISHER ROAD, ABOUT 27 FEET SOUTH
 SA1170'OF THE NORTHERN PACIFIC RAILROAD TRACKS AND 4 FEET WEST OF A
 SA1170'WHITE WITNESS POST.
 SA1170'
 SA1170'TO REACH FROM THE MABTON RAILROAD STATION, GO EAST ON STATE
 SA1170'HIGHWAY 3A, FOR 3.0 MILES TO THE FISHER ROAD.  TURN LEFT AND GO
 SA1170'NORTH ON THE FISHER ROAD, FOR 100 FEET AND THE STATION SITE.
 SA1170'
 SA1170'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK,
 SA1170'STAMPED E237 1944, SET INTO A SQUARE CONCRETE POST WHICH IS ABOUT
 SA1170'FLUSH WITH THE GROUND.
 SA1170'
 SA1170'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BM E237 NO
 SA1170'1 1948, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3
 SA1170'INCHES AND ABOUT 2 FEET HIGHER THAN THE STATION.
 SA1170'
 SA1170'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BM E237 NO
 SA1170'2 1948, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 SA1170'INCHES AND IS ABOUT 10 INCHES LOWER THAN THE STATION.
 SA1170'
 SA1170'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BM E237 1948, SET
 SA1170'INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS
 SA1170'LOCATED ALONG STATE HIGHWAY 3A, ABOUT 30 FEET SOUTH OF STATE
 SA1170'HIGHWAY 3A, ABOUT 15 FEET EAST OF THE FARM ROAD AND ABOUT 2 FEET
 SA1170'NORTH OF THE FENCE CORNER.
 SA1170'
 SA1170'TO REACH FROM THE STATION, GO EAST ON STATE HIGHWAY 3A, FOR 0.7
 SA1170'MILE TO FARM ROAD RIGHT AND THE AZIMUTH MARK.
 SA1170
 SA1170                          STATION RECOVERY (1962)
 SA1170
 SA1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SA1170'THE STATION WAS RECOVERED, BUT ADDITIONAL INFORMATION ON THE MARKS
 SA1170'WOULD BE HELPFUL.  ALSO, FISHER ROAD NO LONGER CROSSES THE
 SA1170'RAILROAD TRACKS.
 SA1170'
 SA1170'THE STATION MARK IS 44.2 FEET SOUTH OF THE SOUTH RAIL, 30.5 FEET
 SA1170'EAST OF THE PROLONGATION OF THE CENTERLINE OF FISHER ROAD, 14.1
 SA1170'FEET NORTHEAST OF A GUYED POWERLINE POLE, 8.6 FEET EAST OF A
 SA1170'TELEPHONE POLE AND 1 FOOT NORTH OF THE ROW OF TELEPHONE POLES.  A
 SA1170'METAL WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
 SA1170'
 SA1170'REFERENCE MARK NO. 1 IS 62.3 FEET SOUTH OF THE SOUTHEAST CORNER
 SA1170'OF A CONCRETE IRRIGATION DIVISION BOX, 27 FEET SOUTH OF MILE POST
 SA1170'49, 34 FEET EAST OF THE CENTERLINE OF FISHER ROAD, 11.4 FEET SOUTH
 SA1170'OF THE SOUTH RAIL AND 0.6 FOOT BELOW THE LEVEL OF THE TRACK.
 SA1170'
 SA1170'REFERENCE MARK NO. 2 IS 58 FEET EAST OF THE CENTERLINE OF FISHER
 SA1170'ROAD, 37.3 FEET SOUTH OF THE SOUTH RAIL, 7 FEET NORTH OF THE ROW
 SA1170'OF TELEPHONE POLES AND LEVEL WITH THE SURFACE OF THE GROUND.
 SA1170'
 SA1170'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 SA1170
 SA1170                          STATION RECOVERY (1962)
 SA1170
 SA1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SA1170'3.1 MI E FROM MABTON.
 SA1170'3.1 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SA1170'MABTON, YAKIMA COUNTY, AT MILEPOST 49, AT THE CROSSING OF FISHER ROAD,
 SA1170'44.2 FEET SOUTH OF THE SOUTH RAIL, 30.5 FEET EAST OF THE CENTERLINE OF
 SA1170'FISHER ROAD, 123 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 3 A,
 SA1170'14.1 FEET NORTHEAST OF A GUYED POWERLINE POLE, 8.6 FEET EAST OF A
 SA1170'TELEPHONE POLE, AND 1 FOOT NORTH OF THE ROW OF TELEGRAPH POLES, 1 FOOT
 SA1170'WEST OF A METAL WITNESS POST, AND 3-1/2 FOOT BELOW THE LEVEL OF THE
 SA1170'TRACK.  A STANDARD DISK, STAMPED E 237 1944 AND SET IN THE TOP OF A
 SA1170'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE FISHER ROAD NO LONGER
 SA1170'CROSSES THE RAILROAD.
 SA1170
 SA1170                          STATION RECOVERY (1964)
 SA1170
 SA1170'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1964
 SA1170'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 SA1170'STATION WAS NOT OCCUPIED AND THE AZIMUTH MARK WAS NOT RECOVERED.
 SA1170'
 SA1170'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0717 ***********************************************************************
 TR0717  DESIGNATION -  E 237
 TR0717  PID         -  TR0717
 TR0717  STATE/COUNTY-  WA/SAN JUAN
 TR0717  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0717
 TR0717                         *CURRENT SURVEY CONTROL
 TR0717  ___________________________________________________________________
 TR0717* NAD 83(1986)-  48 30 54.     (N)    123 01 24.     (W)     SCALED    
 TR0717* LOCAL TIDAL -        13.038  (meters)      42.78   (feet)  ADJ UNCH  
 TR0717  ___________________________________________________________________
 TR0717  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 TR0717
 TR0717  VERT ORDER  -  THIRD
 TR0717
 TR0717.The horizontal coordinates were scaled from a topographic map and have
 TR0717.an estimated accuracy of +/- 6 seconds.
 TR0717
 TR0717.The orthometric height was key entered from printed documents
 TR0717.and not key verified.
 TR0717
 TR0717.The geoid height was determined by GEOID03.
 TR0717
 TR0717;                    North         East    Units  Estimated Accuracy
 TR0717;SPC WA N     -   170,750.      338,230.      MT  (+/- 180 meters Scaled)
 TR0717
 TR0717                          SUPERSEDED SURVEY CONTROL
 TR0717
 TR0717.No superseded survey control is available for this station.
 TR0717
 TR0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU982735(NAD 83)
 TR0717_MARKER: DB = BENCH MARK DISK
 TR0717_SETTING: 66 = SET IN ROCK OUTCROP
 TR0717_SP_SET: ROCK OUTCROP
 TR0717_STAMPING: E 237 1950
 TR0717_MARK LOGO: CGS   
 TR0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0717+STABILITY: POSITION/ELEVATION WELL
 TR0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0717+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1989
 TR0717
 TR0717  HISTORY     - Date     Condition        Report By
 TR0717  HISTORY     - 1950     MONUMENTED       CGS
 TR0717  HISTORY     - 1982     GOOD             NGS
 TR0717  HISTORY     - 19890728 GOOD             NGS
 TR0717  HISTORY     - 19900627 MARK NOT FOUND   USPSQD
 TR0717  HISTORY     - 20011210 MARK NOT FOUND   NGS
 TR0717
 TR0717                          STATION DESCRIPTION
 TR0717
 TR0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TR0717'1.7 MI S FROM FRIDAY HARBOR.
 TR0717'ABOUT 1.7 MILES SOUTH ALONG THE CATTLE POINT ROAD FROM THE COURTHOUSE
 TR0717'AT FRIDAY HARBOR, AT THE JUNCTION OF THE ROAD LEADING EAST TO THE OLD
 TR0717'ARGYLE STEAMBOAT WHARF, 25 FEET WEST OF THE CENTERLINE OF CATTLE POINT
 TR0717'ROAD, 26 FEET NORTH OF THE EXTENSION WESTWARD OF THE CENTERLINE OF THE
 TR0717'ROAD LEADING EAST, 4 FEET EAST OF A WHITE WITNESS POST, AND CEMENTED
 TR0717'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 TR0717
 TR0717                          STATION RECOVERY (1982)
 TR0717
 TR0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TR0717'2.74 KM (1.7 MILES) SOUTH ALONG SECOND ST, SPRING ST AND ARYLE ROAD
 TR0717'(CATTLE POINT ROAD) TO A SIDE ROAD LEFT (MILL ST) AND THE MARKER THE
 TR0717'RIGHT 7.9 (26 FT) NORTH OF THE EXTENDED CENTER LINE OF MILL ST, 7.6 M
 TR0717'(25 FT) WEST OF THE CENTER OF CATTLE POINT ROAD.
 TR0717
 TR0717                          STATION RECOVERY (1989)
 TR0717
 TR0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TR0717'RECOVERED IN GOOD CONDITION.
 TR0717
 TR0717                          STATION RECOVERY (1990)
 TR0717
 TR0717'RECOVERY NOTE BY US POWER SQUADRON 1990 (GC)
 TR0717'MARK NOT FOUND.
 TR0717
 TR0717                          STATION RECOVERY (2001)
 TR0717
 TR0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0717'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2710 ***********************************************************************
 TR2710  CBN         -  This is a Cooperative Base Network Control Station.
 TR2710  DESIGNATION -  E 237 RESET
 TR2710  PID         -  TR2710
 TR2710  STATE/COUNTY-  WA/SAN JUAN
 TR2710  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2710
 TR2710                         *CURRENT SURVEY CONTROL
 TR2710  ___________________________________________________________________
 TR2710* NAD 83(1998)-  48 30 54.46904(N)    123 01 23.58225(W)     ADJUSTED  
 TR2710* NAVD 88     -        14.5    (meters)      48.     (feet)  GPS OBS   
 TR2710  ___________________________________________________________________
 TR2710  X           -  -2,306,881.382 (meters)                     COMP
 TR2710  Y           -  -3,549,136.431 (meters)                     COMP
 TR2710  Z           -   4,755,007.316 (meters)                     COMP
 TR2710  LAPLACE CORR-          -9.97  (seconds)                    DEFLEC99
 TR2710  ELLIP HEIGHT-          -6.67  (meters)          (07/02/01) GPS OBS
 TR2710  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 TR2710
 TR2710  HORZ ORDER  -  B
 TR2710  VERT ORDER  -  THIRD (See Below)
 TR2710  ELLP ORDER  -  THIRD     CLASS II
 TR2710
 TR2710.This mark is at Friday Harbor Airport (FHR)
 TR2710
 TR2710.The horizontal coordinates were established by GPS observations
 TR2710.and adjusted by the National Geodetic Survey in July 2001..
 TR2710.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR2710.DATUM ITEM on the data sheet items page.
 TR2710
 TR2710.The orthometric height was determined by GPS observations and a
 TR2710.high-resolution geoid model.
 TR2710.The vertical order pertains to the NGVD 29 superseded value.
 TR2710
 TR2710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR2710
 TR2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2710
 TR2710.The ellipsoidal height was determined by GPS observations
 TR2710.and is referenced to NAD 83.
 TR2710
 TR2710.The geoid height was determined by GEOID03.
 TR2710
 TR2710;                    North         East     Units Scale Factor Converg.
 TR2710;SPC WA N     -   170,760.798   338,239.943   MT  0.99996627   -1 37 49.5
 TR2710;SPC WA N     -   560,237.72  1,109,708.88   sFT  0.99996627   -1 37 49.5
 TR2710;UTM  10      - 5,373,557.655   498,285.406   MT  0.99960004   -0 01 02.6
 TR2710
 TR2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2710!SPC WA N     -   1.00000105  x   0.99996627  =   0.99996732
 TR2710!UTM  10      -   1.00000105  x   0.99960004  =   0.99960108
 TR2710
 TR2710|---------------------------------------------------------------------|
 TR2710| PID    Reference Object                     Distance      Geod. Az  |
 TR2710|                                                           dddmmss.s |
 TR2710| AD9545 FHR C                               276.079 METERS 32912     |
 TR2710|---------------------------------------------------------------------|
 TR2710
 TR2710                          SUPERSEDED SURVEY CONTROL
 TR2710
 TR2710  NAD 83(1998)-  48 30 54.46863(N)    123 01 23.58316(W) AD(       ) B
 TR2710  ELLIP H (07/23/97)   -6.65   (m)                       GP(       ) 3 1
 TR2710  NAD 83(1991)-  48 30 54.46653(N)    123 01 23.58407(W) AD(       ) B
 TR2710  ELLIP H (05/29/91)   -6.45   (m)                       GP(       ) 4 1
 TR2710  NGVD 29 (12/17/02)   13.36   (m)           43.8    (f) RESET       3  
 TR2710
 TR2710.Superseded values are not recommended for survey control.
 TR2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2710.See file dsdata.txt to determine how the superseded data were derived.
 TR2710
 TR2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9828573558(NAD 83)
 TR2710_MARKER: DV = VERTICAL CONTROL DISK
 TR2710_SETTING: 66 = SET IN ROCK OUTCROP
 TR2710_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TR2710_STAMPING: E 237 RESET 1989
 TR2710_MARK LOGO: NGS   
 TR2710_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR2710+STABILITY: POSITION/ELEVATION WELL
 TR2710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2710+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1996
 TR2710
 TR2710  HISTORY     - Date     Condition        Report By
 TR2710  HISTORY     - 1989     MONUMENTED       NGS
 TR2710  HISTORY     - 19891017 GOOD             NGS
 TR2710  HISTORY     - 19910220 GOOD
 TR2710  HISTORY     - 19960808 GOOD             CHANCE
 TR2710  HISTORY     - 20011210 GOOD             NGS
 TR2710
 TR2710                          STATION DESCRIPTION
 TR2710
 TR2710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 TR2710'THE STATION IS LOCATED ABOUT 29.0 KM (18.0 MI) SOUTHEAST OF SIDNEY,
 TR2710'32.2 KM (20.0 MI) WEST OF ANACORTES, 20.9 KM (13.0 MI) SOUTHWEST OF
 TR2710'EAST SOUND AND ON PROPERTY OWNED BY THE FRIDAY HARBOR PORT ATHUORITY.
 TR2710'TO REACH FROM THE FERRY LANDING IN FRIDAY HARBOR, GO WESTERLY ON
 TR2710'SPRING STREET FOR 2.09 KM (1.30 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 TR2710'AND GO SOUTHERLY ON CATTLE POINT CO. ROAD FOR 1.77 KM (1.10 MI) TO A
 TR2710'SIDE ROAD LEFT AND THE STATION ON THE RIGHT.
 TR2710'THE MARK IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT
 TR2710'120 M (393.7 FT) SOUTH OF THE SOUTHEAST CORNER OF THE CHAIN LINK
 TR2710'FENCE AROUND THE AIRPORT, 23.2 M (76.1 FT) WEST OF A FENCE CORNER
 TR2710'11.4 M (37.4 FT) WEST OF THE CENTER OF CATTLE POINT ROAD, 12.9 M
 TR2710'(42.3 FT) EAST OF A 3-INCH ALUMINUM SURVEY DISK STAMPED LS 3657 AND
 TR2710'ABOUT 1.5 M (4.9 FT) ABOVE THE ROADWAY.
 TR2710
 TR2710                          STATION RECOVERY (1991)
 TR2710
 TR2710'RECOVERED 1991
 TR2710'RECOVERED IN GOOD CONDITION.
 TR2710
 TR2710                          STATION RECOVERY (1996)
 TR2710
 TR2710'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 TR2710'STATION IS LOCATED ON SAN JUAN ISLAND ABOUT 29 MI (46.7 KM) SOUTHWEST
 TR2710'OF BELLINGHAM, 19 MI (30.6 KM) WEST OF ANACORTES, IN SOUTHWEST FRIDAY
 TR2710'HARBOR  TO REACH THE STATION FROM THE EAST END OF SPRING STREET AT THE
 TR2710'FERRY TERMINAL IN FRIDAY HARBOR, PROCEED WEST ON SPRING STREET 0.45 MI
 TR2710'(0.72 KM) TO MULLIS STREET, TURN LEFT AND PROCEED SOUTHERLY ON MULLIS
 TR2710'STREET (ALSO ARGYLE RD) TO THE STATION ON THE RIGHT, OPPOSITE MILL
 TR2710'STREET IN A ROCK OUTCROP APPROXIMATELY 1.5 M (4.9 FT) ABOVE THE ROAD
 TR2710'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK SET FLUSH IN THE
 TR2710'BEDROCK.  THE STATION IS LOCATED 11.5 M (37.7 FT) WEST OF THE
 TR2710'CENTERLINE OF ARGYLE ROAD, APPROXIMATELY 6.6 M (21.7 FT) SOUTH OF THE
 TR2710'PROJECTED CENTERLINE OF MILL STREET, 23.2 M (76.1 FT) FROM THE FENCE
 TR2710'CORNER IN THE SOUTHEAST QUADRANT OF THE STREET INTERSECTIONS, 15.0 M
 TR2710'(49.2 FT) SOUTH OF A CORRUGATED STEEL CULVERT, 12.9 M (42.3 FT) EAST
 TR2710'OF AN ALUMINUM SURVEY BOUNDARY MARKER
 TR2710
 TR2710                          STATION RECOVERY (2001)
 TR2710
 TR2710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2710'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1171 ***********************************************************************
 SA1171  DESIGNATION -  E 237 RM 1
 SA1171  PID         -  SA1171
 SA1171  STATE/COUNTY-  WA/YAKIMA
 SA1171  USGS QUAD   -  MABTON EAST (1965)
 SA1171
 SA1171                         *CURRENT SURVEY CONTROL
 SA1171  ___________________________________________________________________
 SA1171* NAD 83(1986)-  46 11 49.     (N)    119 56 21.     (W)     SCALED    
 SA1171* NAVD 88     -       215.623  (meters)     707.42   (feet)  ADJUSTED  
 SA1171  ___________________________________________________________________
 SA1171  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA1171  DYNAMIC HT  -         215.627 (meters)     707.44  (feet)  COMP
 SA1171  MODELED GRAV-     980,629.7   (mgal)                       NAVD 88
 SA1171
 SA1171  VERT ORDER  -  SECOND    CLASS 0
 SA1171
 SA1171.The horizontal coordinates were scaled from a topographic map and have
 SA1171.an estimated accuracy of +/- 6 seconds.
 SA1171
 SA1171.The orthometric height was determined by differential leveling
 SA1171.and adjusted by the National Geodetic Survey in June 1991..
 SA1171
 SA1171.The geoid height was determined by GEOID03.
 SA1171
 SA1171.The dynamic height is computed by dividing the NAVD 88
 SA1171.geopotential number by the normal gravity value computed on the
 SA1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1171.degrees latitude (g = 980.6199 gals.).
 SA1171
 SA1171.The modeled gravity was interpolated from observed gravity values.
 SA1171
 SA1171;                    North         East    Units  Estimated Accuracy
 SA1171;SPC WA S     -    96,140.      543,290.      MT  (+/- 180 meters Scaled)
 SA1171
 SA1171                          SUPERSEDED SURVEY CONTROL
 SA1171
 SA1171  NGVD 29 (??/??/92)  214.575  (m)          703.98   (f) ADJ UNCH    2 0
 SA1171
 SA1171.Superseded values are not recommended for survey control.
 SA1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1171.See file dsdata.txt to determine how the superseded data were derived.
 SA1171
 SA1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM732201(NAD 83)
 SA1171_MARKER: DR = REFERENCE MARK DISK
 SA1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1171_STAMPING: BM E 237 USC AND GS NO 1 1948
 SA1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1171+STABILITY: SURFACE MOTION
 SA1171
 SA1171  HISTORY     - Date     Condition        Report By
 SA1171  HISTORY     - 1948     MONUMENTED       CGS
 SA1171  HISTORY     - 1962     GOOD             NGS
 SA1171
 SA1171                          STATION DESCRIPTION
 SA1171
 SA1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SA1171'3.1 MI E FROM MABTON.
 SA1171'33.9 FEET NORTH OF BENCH MARK E 237 DESCRIBED ABOVE, 34 FEET EAST OF
 SA1171'THE CENTERLINE OF FISHER ROAD, 11.4 FEET SOUTH OF THE SOUTH RAIL, 62.3
 SA1171'FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE IRRIGATION DIVISION
 SA1171'BOX AND 27 FEET SOUTH OF MILEPOST 49, AND 0.6 FOOT BELOW THE LEVEL OF
 SA1171'THE TRACK.  A STANDARD REFERENCE-MARK DISK, STAMPED BM E 237 USC AND
 SA1171'GS NO 1 1948 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SA1171'GROUND.  NOTE-- THE MARK IS OVERGROWN WITH WEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1172 ***********************************************************************
 SA1172  DESIGNATION -  E 237 RM 2
 SA1172  PID         -  SA1172
 SA1172  STATE/COUNTY-  WA/YAKIMA
 SA1172  USGS QUAD   -  MABTON EAST (1965)
 SA1172
 SA1172                         *CURRENT SURVEY CONTROL
 SA1172  ___________________________________________________________________
 SA1172* NAD 83(1986)-  46 11 49.     (N)    119 56 21.     (W)     SCALED    
 SA1172* NAVD 88     -       214.895  (meters)     705.03   (feet)  ADJUSTED  
 SA1172  ___________________________________________________________________
 SA1172  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA1172  DYNAMIC HT  -         214.899 (meters)     705.05  (feet)  COMP
 SA1172  MODELED GRAV-     980,629.7   (mgal)                       NAVD 88
 SA1172
 SA1172  VERT ORDER  -  SECOND    CLASS 0
 SA1172
 SA1172.The horizontal coordinates were scaled from a topographic map and have
 SA1172.an estimated accuracy of +/- 6 seconds.
 SA1172
 SA1172.The orthometric height was determined by differential leveling
 SA1172.and adjusted by the National Geodetic Survey in June 1991..
 SA1172
 SA1172.The geoid height was determined by GEOID03.
 SA1172
 SA1172.The dynamic height is computed by dividing the NAVD 88
 SA1172.geopotential number by the normal gravity value computed on the
 SA1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1172.degrees latitude (g = 980.6199 gals.).
 SA1172
 SA1172.The modeled gravity was interpolated from observed gravity values.
 SA1172
 SA1172;                    North         East    Units  Estimated Accuracy
 SA1172;SPC WA S     -    96,140.      543,290.      MT  (+/- 180 meters Scaled)
 SA1172
 SA1172                          SUPERSEDED SURVEY CONTROL
 SA1172
 SA1172  NGVD 29 (??/??/92)  213.847  (m)          701.60   (f) ADJ UNCH    2 0
 SA1172
 SA1172.Superseded values are not recommended for survey control.
 SA1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1172.See file dsdata.txt to determine how the superseded data were derived.
 SA1172
 SA1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM732201(NAD 83)
 SA1172_MARKER: DR = REFERENCE MARK DISK
 SA1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1172_STAMPING: BM E 237 USC AND GS NO 2 1948
 SA1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1172+STABILITY: SURFACE MOTION
 SA1172
 SA1172  HISTORY     - Date     Condition        Report By
 SA1172  HISTORY     - 1948     MONUMENTED       CGS
 SA1172  HISTORY     - 1962     GOOD             NGS
 SA1172
 SA1172                          STATION DESCRIPTION
 SA1172
 SA1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SA1172'3.1 MI E FROM MABTON.
 SA1172'27.6 FEET EAST OF BENCH MARK E 237 DESCRIBED ABOVE, 58 FEET EAST OF
 SA1172'THE CENTERLINE OF FISHER ROAD, 37.3 FEET SOUTH OF THE SOUTH RAIL, 7
 SA1172'FEET NORTH OF THE ROW OF TELEGRAPH POLES, AND 3-1/2 FEET BELOW THE
 SA1172'LEVEL OF THE TRACK.  A STANDARD REFERENCE-MARK DISK, STAMPED BM E 237
 SA1172'USC AND GS NO 2 1948 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 SA1172'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0750 ***********************************************************************
 TR0750  DESIGNATION -  E 238
 TR0750  PID         -  TR0750
 TR0750  STATE/COUNTY-  WA/SAN JUAN
 TR0750  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0750
 TR0750                         *CURRENT SURVEY CONTROL
 TR0750  ___________________________________________________________________
 TR0750* NAD 83(1986)-  48 35 27.     (N)    123 05 43.     (W)     SCALED    
 TR0750* LOCAL TIDAL -        64.717  (meters)     212.33   (feet)  ADJ UNCH  
 TR0750  ___________________________________________________________________
 TR0750  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 TR0750
 TR0750  VERT ORDER  -  THIRD
 TR0750
 TR0750.The horizontal coordinates were scaled from a topographic map and have
 TR0750.an estimated accuracy of +/- 6 seconds.
 TR0750
 TR0750.The orthometric height was key entered from printed documents
 TR0750.and not key verified.
 TR0750
 TR0750.The geoid height was determined by GEOID03.
 TR0750
 TR0750;                    North         East    Units  Estimated Accuracy
 TR0750;SPC WA N     -   179,330.      333,170.      MT  (+/- 180 meters Scaled)
 TR0750
 TR0750                          SUPERSEDED SURVEY CONTROL
 TR0750
 TR0750.No superseded survey control is available for this station.
 TR0750
 TR0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU929819(NAD 83)
 TR0750_MARKER: DB = BENCH MARK DISK
 TR0750_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 TR0750_SP_SET: CLAY TILE IN CONCRETE
 TR0750_STAMPING: E 238 1950
 TR0750_MARK LOGO: CGS   
 TR0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0750+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1988
 TR0750
 TR0750  HISTORY     - Date     Condition        Report By
 TR0750  HISTORY     - 1950     MONUMENTED       CGS
 TR0750  HISTORY     - 19880615 GOOD             NGS
 TR0750  HISTORY     - 19950509 MARK NOT FOUND   USPSQD
 TR0750
 TR0750                          STATION DESCRIPTION
 TR0750
 TR0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TR0750'6.2 MI NW FROM FRIDAY HARBOR.
 TR0750'ABOUT 6.2 MILES NORTHWEST ALONG THE ROCHE HARBOR ROAD FROM THE
 TR0750'COURTHOUSE AT FRIDAY HARBOR, 18 FEET EAST OF THE CENTERLINE OF A
 TR0750'PRIVATE DRIVE LEADING SOUTH TO THE ED TUCK RESIDENCE, 21 FEET SOUTH OF
 TR0750'THE CENTERLINE OF THE ROAD, 20 FEET SOUTH OF THE EAST GATE POST, 1
 TR0750'FOOT EAST OF A WHITE WITNESS POST, AND SET IN TOP OF AN 8-INCH
 TR0750'CONCRETE PIPE FILLED WITH CONCRETE AND FLUSH WITH THE SURFACE.
 TR0750
 TR0750                          STATION RECOVERY (1988)
 TR0750
 TR0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TR0750'RECOVERED IN GOOD CONDITION.
 TR0750
 TR0750                          STATION RECOVERY (1995)
 TR0750
 TR0750'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2721 ***********************************************************************
 TR2721  DESIGNATION -  E 238 RESET
 TR2721  PID         -  TR2721
 TR2721  STATE/COUNTY-  WA/SAN JUAN
 TR2721  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2721
 TR2721                         *CURRENT SURVEY CONTROL
 TR2721  ___________________________________________________________________
 TR2721* NAD 83(1986)-  48 35 27.     (N)    123 05 43.     (W)     SCALED    
 TR2721* NAVD 88     -        66.28   (+/-2cm)     217.5    (feet)  VERTCON   
 TR2721  ___________________________________________________________________
 TR2721  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 TR2721
 TR2721  VERT ORDER  -  THIRD (See Below)
 TR2721
 TR2721.The horizontal coordinates were scaled from a topographic map and have
 TR2721.an estimated accuracy of +/- 6 seconds.
 TR2721
 TR2721.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2721.The vertical order pertains to the NGVD 29 superseded value.
 TR2721
 TR2721.The geoid height was determined by GEOID03.
 TR2721
 TR2721;                    North         East    Units  Estimated Accuracy
 TR2721;SPC WA N     -   179,330.      333,170.      MT  (+/- 180 meters Scaled)
 TR2721
 TR2721                          SUPERSEDED SURVEY CONTROL
 TR2721
 TR2721  NGVD 29 (12/17/02)   65.12   (m)          213.6    (f) RESET       3  
 TR2721
 TR2721.Superseded values are not recommended for survey control.
 TR2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2721.See file dsdata.txt to determine how the superseded data were derived.
 TR2721
 TR2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU929819(NAD 83)
 TR2721_MARKER: DV = VERTICAL CONTROL DISK
 TR2721_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 TR2721_SP_SET: CLAY TILE IN CONCRETE
 TR2721_STAMPING: E 238 RESET 1988
 TR2721_MARK LOGO: NGS   
 TR2721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TR2721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2721+SATELLITE: SATELLITE OBSERVATIONS - 1988
 TR2721
 TR2721  HISTORY     - Date     Condition        Report By
 TR2721  HISTORY     - 1988     MONUMENTED       NGS
 TR2721  HISTORY     - 19950509 GOOD             USPSQD
 TR2721
 TR2721                          STATION DESCRIPTION
 TR2721
 TR2721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 TR2721'THE STATION IS LOCATED ON SAN JUAN ISLAND, 9.98 KM (6.20 MI) NORTHWEST
 TR2721'OF FRIDAY HARBOR AND ON ROAD RIGHT-OF-WAY.
 TR2721'TO REACH FROM THE COURT HOUSE IN FRIDAY HARBOR, GO NORTHWEST ON ROACH
 TR2721'HARBOR ROAD FOR 9.98 KM (6.20 MI) TO THE STATION ON THE LEFT.
 TR2721'THE MARK IS SET INN THE TOP OF AN 8-INCH CONCRETE PIPE 1.1 M (3.6 FT)
 TR2721'IN LENGTH SET IN CONCRETE THAT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 TR2721'GROUND SURFACE. A PIECE OF REBAR WAS SET IN THE MONUMENT.  IT IS
 TR2721'13.41 M (44.00 FT) WEST OF A POWER LINE POLE 5.49 M (18.01 FT) EAST
 TR2721'OF THE CENTER OF THE DRIVEWAY LEADING SOUTH AND 0.3 M (1.0 FT) SOUTH
 TR2721'OF A WITNESS POST.
 TR2721
 TR2721                          STATION RECOVERY (1995)
 TR2721
 TR2721'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR2721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0439 ***********************************************************************
 TO0439  DESIGNATION -  E 24
 TO0439  PID         -  TO0439
 TO0439  STATE/COUNTY-  WA/STEVENS
 TO0439  USGS QUAD   -  CHEWELAH (1992)
 TO0439
 TO0439                         *CURRENT SURVEY CONTROL
 TO0439  ___________________________________________________________________
 TO0439* NAD 83(1986)-  48 16 48.     (N)    117 43 46.     (W)     SCALED    
 TO0439* NAVD 88     -       514.197  (meters)    1686.99   (feet)  ADJUSTED  
 TO0439  ___________________________________________________________________
 TO0439  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 TO0439  DYNAMIC HT  -         514.256 (meters)    1687.19  (feet)  COMP
 TO0439  MODELED GRAV-     980,711.9   (mgal)                       NAVD 88
 TO0439
 TO0439  VERT ORDER  -  FIRST     CLASS II
 TO0439
 TO0439.The horizontal coordinates were scaled from a topographic map and have
 TO0439.an estimated accuracy of +/- 6 seconds.
 TO0439
 TO0439.The orthometric height was determined by differential leveling
 TO0439.and adjusted by the National Geodetic Survey in June 1991..
 TO0439
 TO0439.The geoid height was determined by GEOID03.
 TO0439
 TO0439.The dynamic height is computed by dividing the NAVD 88
 TO0439.geopotential number by the normal gravity value computed on the
 TO0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0439.degrees latitude (g = 980.6199 gals.).
 TO0439
 TO0439.The modeled gravity was interpolated from observed gravity values.
 TO0439
 TO0439;                    North         East    Units  Estimated Accuracy
 TO0439;SPC WA N     -   146,960.      730,300.      MT  (+/- 180 meters Scaled)
 TO0439
 TO0439                          SUPERSEDED SURVEY CONTROL
 TO0439
 TO0439  NGVD 29 (??/??/92)  512.990  (m)         1683.03   (f) ADJ UNCH    1 2
 TO0439
 TO0439.Superseded values are not recommended for survey control.
 TO0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0439.See file dsdata.txt to determine how the superseded data were derived.
 TO0439
 TO0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP458476(NAD 83)
 TO0439_MARKER: DB = BENCH MARK DISK
 TO0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TO0439_SP_SET: FOUNDATION
 TO0439_STAMPING: E-24 1931
 TO0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0439
 TO0439  HISTORY     - Date     Condition        Report By
 TO0439  HISTORY     - 1931     MONUMENTED       CGS
 TO0439  HISTORY     - 1936     GOOD             NGS
 TO0439  HISTORY     - 19631119 MARK NOT FOUND   USPSQD
 TO0439
 TO0439                          STATION DESCRIPTION
 TO0439
 TO0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 TO0439'0.9 MI N FROM CHEWELAH.
 TO0439'0.9 MILES NORTH OF CHEWELAH ALONG THE G.N. RY., 4 POLES SOUTH OF MILE
 TO0439'POST 65, SET VERTICALLY IN WEST FACE OF CONCRETE FOUNDATION OF BRICK
 TO0439'CHIMNEY.  NOTE-- CONCRETE CHIPPED OFF ON ONE SIDE.
 TO0439
 TO0439                          STATION RECOVERY (1963)
 TO0439
 TO0439'RECOVERY NOTE BY US POWER SQUADRON 1963 (GLG)
 TO0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0045 ***********************************************************************
 TS0045  DESIGNATION -  E 242
 TS0045  PID         -  TS0045
 TS0045  STATE/COUNTY-  WA/CLALLAM
 TS0045  USGS QUAD   -  WEST OF PYSHT (1984)
 TS0045
 TS0045                         *CURRENT SURVEY CONTROL
 TS0045  ___________________________________________________________________
 TS0045* NAD 83(1986)-  48 10 36.     (N)    124 12 52.     (W)     SCALED    
 TS0045* NAVD 88     -        53.540  (meters)     175.66   (feet)  ADJUSTED  
 TS0045  ___________________________________________________________________
 TS0045  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 TS0045  DYNAMIC HT  -          53.553 (meters)     175.70  (feet)  COMP
 TS0045  MODELED GRAV-     980,864.7   (mgal)                       NAVD 88
 TS0045
 TS0045  VERT ORDER  -  FIRST     CLASS II
 TS0045
 TS0045.The horizontal coordinates were scaled from a topographic map and have
 TS0045.an estimated accuracy of +/- 6 seconds.
 TS0045
 TS0045.The orthometric height was determined by differential leveling
 TS0045.and adjusted by the National Geodetic Survey in June 1991..
 TS0045
 TS0045.The geoid height was determined by GEOID03.
 TS0045
 TS0045.The dynamic height is computed by dividing the NAVD 88
 TS0045.geopotential number by the normal gravity value computed on the
 TS0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0045.degrees latitude (g = 980.6199 gals.).
 TS0045
 TS0045.The modeled gravity was interpolated from observed gravity values.
 TS0045
 TS0045;                    North         East    Units  Estimated Accuracy
 TS0045;SPC WA N     -   136,350.      248,640.      MT  (+/- 180 meters Scaled)
 TS0045
 TS0045                          SUPERSEDED SURVEY CONTROL
 TS0045
 TS0045  NGVD 29 (??/??/92)   52.417  (m)          171.97   (f) ADJ UNCH    1 2
 TS0045
 TS0045.Superseded values are not recommended for survey control.
 TS0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0045.See file dsdata.txt to determine how the superseded data were derived.
 TS0045
 TS0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU097366(NAD 83)
 TS0045_MARKER: DB = BENCH MARK DISK
 TS0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TS0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TS0045_STAMPING: E 242 1942
 TS0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0045+STABILITY: SURFACE MOTION
 TS0045
 TS0045  HISTORY     - Date     Condition        Report By
 TS0045  HISTORY     - 1942     MONUMENTED       CGS
 TS0045  HISTORY     - 1974     MARK NOT FOUND   NGS
 TS0045
 TS0045                          STATION DESCRIPTION
 TS0045
 TS0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TS0045'5.4 MI W FROM PYSHT.
 TS0045'LOCATED ALONG STATE HIGHWAY 9A FROM THE FOUR-CORNERED INTERSECTION IN
 TS0045'PYSHT, 60 FEET NORTH OF THE CENTER OF THE JUNCTION WHERE THE NEAH BAY
 TS0045'COUNTY ROAD INTERSECTS WITH THE STATE HIGHWAY 9A, AND 51 FEET EAST OF
 TS0045'A TELEPHONE POLE NO. 1377.  A U.S.B.M. WITNESS POST IS NEAR THE MARK.
 TS0045
 TS0045                          STATION RECOVERY (1974)
 TS0045
 TS0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TS0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0315 ***********************************************************************
 SB0315  DESIGNATION -  E 243 USIIS
 SB0315  PID         -  SB0315
 SB0315  STATE/COUNTY-  WA/YAKIMA
 SB0315  USGS QUAD   -  WAPATO (1985)
 SB0315
 SB0315                         *CURRENT SURVEY CONTROL
 SB0315  ___________________________________________________________________
 SB0315* NAD 83(1986)-  46 25 33.     (N)    120 22 59.     (W)     SCALED    
 SB0315* NAVD 88     -       251.500  (meters)     825.13   (feet)  ADJUSTED  
 SB0315  ___________________________________________________________________
 SB0315  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SB0315  DYNAMIC HT  -         251.502 (meters)     825.14  (feet)  COMP
 SB0315  MODELED GRAV-     980,613.9   (mgal)                       NAVD 88
 SB0315
 SB0315  VERT ORDER  -  FIRST     CLASS II
 SB0315
 SB0315.The horizontal coordinates were scaled from a topographic map and have
 SB0315.an estimated accuracy of +/- 6 seconds.
 SB0315
 SB0315.The orthometric height was determined by differential leveling
 SB0315.and adjusted by the National Geodetic Survey in June 1991..
 SB0315
 SB0315.The geoid height was determined by GEOID03.
 SB0315
 SB0315.The dynamic height is computed by dividing the NAVD 88
 SB0315.geopotential number by the normal gravity value computed on the
 SB0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0315.degrees latitude (g = 980.6199 gals.).
 SB0315
 SB0315.The modeled gravity was interpolated from observed gravity values.
 SB0315
 SB0315;                    North         East    Units  Estimated Accuracy
 SB0315;SPC WA S     -   121,440.      508,990.      MT  (+/- 180 meters Scaled)
 SB0315
 SB0315                          SUPERSEDED SURVEY CONTROL
 SB0315
 SB0315  NGVD 29 (??/??/92)  250.456  (m)          821.70   (f) ADJ UNCH    1 2
 SB0315
 SB0315.Superseded values are not recommended for survey control.
 SB0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0315.See file dsdata.txt to determine how the superseded data were derived.
 SB0315
 SB0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS010446(NAD 83)
 SB0315_MARKER: DD = SURVEY DISK
 SB0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0315_SP_SET: WALL
 SB0315_STAMPING: 82.1982 E 243 1944
 SB0315_MARK LOGO: USIIS 
 SB0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0315
 SB0315  HISTORY     - Date     Condition        Report By
 SB0315  HISTORY     - 1944     MONUMENTED       DI
 SB0315  HISTORY     - 1962     GOOD             NGS
 SB0315  HISTORY     - 1982     GOOD             NGS
 SB0315  HISTORY     - 1989     GOOD             USPSQD
 SB0315
 SB0315                          STATION DESCRIPTION
 SB0315
 SB0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0315'2.4 MI SE FROM WAPATO.
 SB0315'2.4 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0315'STATION AT WAPATO, YAKIMA COUNTY, 175 FEET NORTHEAST OF THE TRACK, 25
 SB0315'FEET NORTHEAST OF THE CENTERLINE OF OLD STATE HIGHWAY 3 A (KNOWN AS
 SB0315'THE OLD TRACK ROAD), AT AN IRRIGATION-CANAL SPILLWAY, IN THE TOP OF
 SB0315'THE SPILLWAY WALL, AND 2.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 SB0315'WALL.  A UNITED STATES INDIAN IRRIGATION SERVICE STANDARD DISK,
 SB0315'STAMPED 821.982 E 243 1944.
 SB0315
 SB0315                          STATION RECOVERY (1982)
 SB0315
 SB0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0315'RECOVERED IN GOOD CONDITION.
 SB0315
 SB0315                          STATION RECOVERY (1989)
 SB0315
 SB0315'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0017 ***********************************************************************
 SB0017  DESIGNATION -  E 244
 SB0017  PID         -  SB0017
 SB0017  STATE/COUNTY-  WA/KITTITAS
 SB0017  USGS QUAD   -  WYMER (1953)
 SB0017
 SB0017                         *CURRENT SURVEY CONTROL
 SB0017  ___________________________________________________________________
 SB0017* NAD 83(1986)-  46 48 12.     (N)    120 27 19.     (W)     SCALED    
 SB0017* NAVD 88     -       387.413  (meters)    1271.04   (feet)  ADJUSTED  
 SB0017  ___________________________________________________________________
 SB0017  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 SB0017  DYNAMIC HT  -         387.419 (meters)    1271.06  (feet)  COMP
 SB0017  MODELED GRAV-     980,618.0   (mgal)                       NAVD 88
 SB0017
 SB0017  VERT ORDER  -  FIRST     CLASS II
 SB0017
 SB0017.The horizontal coordinates were scaled from a topographic map and have
 SB0017.an estimated accuracy of +/- 6 seconds.
 SB0017
 SB0017.The orthometric height was determined by differential leveling
 SB0017.and adjusted by the National Geodetic Survey in June 1991..
 SB0017
 SB0017.The geoid height was determined by GEOID03.
 SB0017
 SB0017.The dynamic height is computed by dividing the NAVD 88
 SB0017.geopotential number by the normal gravity value computed on the
 SB0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0017.degrees latitude (g = 980.6199 gals.).
 SB0017
 SB0017.The modeled gravity was interpolated from observed gravity values.
 SB0017
 SB0017;                    North         East    Units  Estimated Accuracy
 SB0017;SPC WA S     -   163,390.      503,410.      MT  (+/- 180 meters Scaled)
 SB0017
 SB0017                          SUPERSEDED SURVEY CONTROL
 SB0017
 SB0017  NGVD 29 (??/??/92)  386.327  (m)         1267.47   (f) ADJ UNCH    1 2
 SB0017
 SB0017.Superseded values are not recommended for survey control.
 SB0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0017.See file dsdata.txt to determine how the superseded data were derived.
 SB0017
 SB0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS941864(NAD 83)
 SB0017_MARKER: DB = BENCH MARK DISK
 SB0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0017_SP_SET: CULVERT
 SB0017_STAMPING: E 244 1944
 SB0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0017
 SB0017  HISTORY     - Date     Condition        Report By
 SB0017  HISTORY     - 1944     MONUMENTED       CGS
 SB0017
 SB0017                          STATION DESCRIPTION
 SB0017
 SB0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SB0017'2.6 MI S FROM WYMER.
 SB0017'2.6 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0017'WYMER, KITTITAS COUNTY, 100 FEET EAST OF BLOCK SIGNAL 1078, AT A
 SB0017'CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL,
 SB0017'10.4 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 0.5 FOOT BELOW THE
 SB0017'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED E 244 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0028 ***********************************************************************
 SB0028  DESIGNATION -  E 245
 SB0028  PID         -  SB0028
 SB0028  STATE/COUNTY-  WA/KITTITAS
 SB0028  USGS QUAD   -  POMONA (1985)
 SB0028
 SB0028                         *CURRENT SURVEY CONTROL
 SB0028  ___________________________________________________________________
 SB0028* NAD 83(1986)-  46 44 46.     (N)    120 27 21.     (W)     SCALED    
 SB0028* NAVD 88     -       369.998  (meters)    1213.90   (feet)  ADJUSTED  
 SB0028  ___________________________________________________________________
 SB0028  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SB0028  DYNAMIC HT  -         370.000 (meters)    1213.91  (feet)  COMP
 SB0028  MODELED GRAV-     980,608.5   (mgal)                       NAVD 88
 SB0028
 SB0028  VERT ORDER  -  FIRST     CLASS II
 SB0028
 SB0028.The horizontal coordinates were scaled from a topographic map and have
 SB0028.an estimated accuracy of +/- 6 seconds.
 SB0028
 SB0028.The orthometric height was determined by differential leveling
 SB0028.and adjusted by the National Geodetic Survey in June 1991..
 SB0028
 SB0028.The geoid height was determined by GEOID03.
 SB0028
 SB0028.The dynamic height is computed by dividing the NAVD 88
 SB0028.geopotential number by the normal gravity value computed on the
 SB0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0028.degrees latitude (g = 980.6199 gals.).
 SB0028
 SB0028.The modeled gravity was interpolated from observed gravity values.
 SB0028
 SB0028;                    North         East    Units  Estimated Accuracy
 SB0028;SPC WA S     -   157,030.      503,380.      MT  (+/- 180 meters Scaled)
 SB0028
 SB0028                          SUPERSEDED SURVEY CONTROL
 SB0028
 SB0028  NGVD 29 (??/??/92)  368.915  (m)         1210.35   (f) ADJ UNCH    1 2
 SB0028
 SB0028.Superseded values are not recommended for survey control.
 SB0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0028.See file dsdata.txt to determine how the superseded data were derived.
 SB0028
 SB0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS943800(NAD 83)
 SB0028_MARKER: DB = BENCH MARK DISK
 SB0028_SETTING: 66 = SET IN ROCK OUTCROP
 SB0028_SP_SET: OUTCROP
 SB0028_STAMPING: E 245 1944
 SB0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0028+STABILITY: POSITION/ELEVATION WELL
 SB0028
 SB0028  HISTORY     - Date     Condition        Report By
 SB0028  HISTORY     - 1944     MONUMENTED       CGS
 SB0028
 SB0028                          STATION DESCRIPTION
 SB0028
 SB0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SB0028'8.1 MI S FROM WYMER.
 SB0028'8.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0028'WYMER, KITTITAS COUNTY, 52 FEET NORTHWEST OF THE FOURTH POLE WEST OF
 SB0028'MILEPOST 102, AT THE EAST END OF A CUT, 13.7 FEET NORTH OF THE NORTH
 SB0028'RAIL, IN THE TOP OF A ROCK OUTCROP, AND 2 FEET ABOVE THE LEVEL OF THE
 SB0028'TRACK.  A STANDARD DISK, STAMPED E 245 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0006 ***********************************************************************
 SB0006  DESIGNATION -  E 246
 SB0006  PID         -  SB0006
 SB0006  STATE/COUNTY-  WA/KITTITAS
 SB0006  USGS QUAD   -  WYMER (1953)
 SB0006
 SB0006                         *CURRENT SURVEY CONTROL
 SB0006  ___________________________________________________________________
 SB0006* NAD 83(1986)-  46 52 11.     (N)    120 29 01.     (W)     SCALED    
 SB0006* NAVD 88     -       411.374  (meters)    1349.65   (feet)  ADJUSTED  
 SB0006  ___________________________________________________________________
 SB0006  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 SB0006  DYNAMIC HT  -         411.378 (meters)    1349.66  (feet)  COMP
 SB0006  MODELED GRAV-     980,610.3   (mgal)                       NAVD 88
 SB0006
 SB0006  VERT ORDER  -  FIRST     CLASS II
 SB0006
 SB0006.The horizontal coordinates were scaled from a topographic map and have
 SB0006.an estimated accuracy of +/- 6 seconds.
 SB0006
 SB0006.The orthometric height was determined by differential leveling
 SB0006.and adjusted by the National Geodetic Survey in June 1991..
 SB0006
 SB0006.The geoid height was determined by GEOID03.
 SB0006
 SB0006.The dynamic height is computed by dividing the NAVD 88
 SB0006.geopotential number by the normal gravity value computed on the
 SB0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0006.degrees latitude (g = 980.6199 gals.).
 SB0006
 SB0006.The modeled gravity was interpolated from observed gravity values.
 SB0006
 SB0006;                    North         East    Units  Estimated Accuracy
 SB0006;SPC WA S     -   170,770.      501,250.      MT  (+/- 180 meters Scaled)
 SB0006
 SB0006                          SUPERSEDED SURVEY CONTROL
 SB0006
 SB0006  NGVD 29 (??/??/92)  410.277  (m)         1346.05   (f) ADJ UNCH    1 2
 SB0006
 SB0006.Superseded values are not recommended for survey control.
 SB0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0006.See file dsdata.txt to determine how the superseded data were derived.
 SB0006
 SB0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS917937(NAD 83)
 SB0006_MARKER: DB = BENCH MARK DISK
 SB0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0006_STAMPING: E 246 1944
 SB0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0006+STABILITY: SURFACE MOTION
 SB0006
 SB0006  HISTORY     - Date     Condition        Report By
 SB0006  HISTORY     - 1944     MONUMENTED       CGS
 SB0006
 SB0006                          STATION DESCRIPTION
 SB0006
 SB0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SB0006'4.6 MI N FROM WYMER.
 SB0006'4.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0006'WYMER, KITTITAS COUNTY, 41 FEET NORTH OF MILEPOST 115, 62.9 FEET NORTH
 SB0006'OF THE NORTH RAIL, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A
 SB0006'STANDARD DISK, STAMPED E 246 1944 AND SET IN THE TOP OF A CONCRETE
 SB0006'POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0411 ***********************************************************************
 SX0411  DESIGNATION -  E 247
 SX0411  PID         -  SX0411
 SX0411  STATE/COUNTY-  WA/KITTITAS
 SX0411  USGS QUAD   -  CLE ELUM (1984)
 SX0411
 SX0411                         *CURRENT SURVEY CONTROL
 SX0411  ___________________________________________________________________
 SX0411* NAD 83(1986)-  47 11 23.     (N)    120 57 35.     (W)     SCALED    
 SX0411* NAVD 88     -       586.425  (meters)    1923.96   (feet)  ADJUSTED  
 SX0411  ___________________________________________________________________
 SX0411  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 SX0411  DYNAMIC HT  -         586.426 (meters)    1923.97  (feet)  COMP
 SX0411  MODELED GRAV-     980,597.4   (mgal)                       NAVD 88
 SX0411
 SX0411  VERT ORDER  -  FIRST     CLASS II
 SX0411
 SX0411.The horizontal coordinates were scaled from a topographic map and have
 SX0411.an estimated accuracy of +/- 6 seconds.
 SX0411
 SX0411.The orthometric height was determined by differential leveling
 SX0411.and adjusted by the National Geodetic Survey in June 1991..
 SX0411
 SX0411.The geoid height was determined by GEOID03.
 SX0411
 SX0411.The dynamic height is computed by dividing the NAVD 88
 SX0411.geopotential number by the normal gravity value computed on the
 SX0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0411.degrees latitude (g = 980.6199 gals.).
 SX0411
 SX0411.The modeled gravity was interpolated from observed gravity values.
 SX0411
 SX0411;                    North         East    Units  Estimated Accuracy
 SX0411;SPC WA S     -   206,450.      465,160.      MT  (+/- 180 meters Scaled)
 SX0411
 SX0411                          SUPERSEDED SURVEY CONTROL
 SX0411
 SX0411  NGVD 29 (??/??/92)  585.262  (m)         1920.15   (f) ADJ UNCH    1 2
 SX0411
 SX0411.Superseded values are not recommended for survey control.
 SX0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0411.See file dsdata.txt to determine how the superseded data were derived.
 SX0411
 SX0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT545282(NAD 83)
 SX0411_MARKER: DB = BENCH MARK DISK
 SX0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0411_STAMPING: E 24 1944
 SX0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0411+STABILITY: SURFACE MOTION
 SX0411
 SX0411  HISTORY     - Date     Condition        Report By
 SX0411  HISTORY     - 1944     MONUMENTED       CGS
 SX0411  HISTORY     - 1958     GOOD             NGS
 SX0411
 SX0411                          STATION DESCRIPTION
 SX0411
 SX0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SX0411'1.1 MI W FROM CLE ELUM.
 SX0411'1.1 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SX0411'CLE ELUM, KITTITAS COUNTY, 0.1 MILE NORTHEAST OF MILEPOST 26, AT A
 SX0411'LONG FILL, 64.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 SX0411'TRACK, 1.7 FEET SOUTHWEST OF A WHITE WITNESS POST, AND ABOUT 10 FEET
 SX0411'LOWER THAN THE TRACK, SET IN THE TOP OF CONCRETE POST THAT PROJECTS
 SX0411'0.6 FOOT ABOVE THE SURFACE OF THE GROUND.  NOTE-- THIS MARK WAS
 SX0411'STAMPED E 247 1944 BUT THE NUMBER 7 HAS BEEN CHISELED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0698 ***********************************************************************
 SX0698  DESIGNATION -  E 248
 SX0698  PID         -  SX0698
 SX0698  STATE/COUNTY-  WA/KING
 SX0698  USGS QUAD   -  LESTER (1989)
 SX0698
 SX0698                         *CURRENT SURVEY CONTROL
 SX0698  ___________________________________________________________________
 SX0698* NAD 83(1986)-  47 14 21.     (N)    121 24 41.     (W)     SCALED    
 SX0698* NAVD 88     -       671.117  (meters)    2201.82   (feet)  ADJUSTED  
 SX0698  ___________________________________________________________________
 SX0698  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 SX0698  DYNAMIC HT  -         671.105 (meters)    2201.78  (feet)  COMP
 SX0698  MODELED GRAV-     980,572.9   (mgal)                       NAVD 88
 SX0698
 SX0698  VERT ORDER  -  FIRST     CLASS II
 SX0698
 SX0698.The horizontal coordinates were scaled from a topographic map and have
 SX0698.an estimated accuracy of +/- 6 seconds.
 SX0698
 SX0698.The orthometric height was determined by differential leveling
 SX0698.and adjusted by the National Geodetic Survey in June 1991..
 SX0698
 SX0698.The geoid height was determined by GEOID03.
 SX0698
 SX0698.The dynamic height is computed by dividing the NAVD 88
 SX0698.geopotential number by the normal gravity value computed on the
 SX0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0698.degrees latitude (g = 980.6199 gals.).
 SX0698
 SX0698.The modeled gravity was interpolated from observed gravity values.
 SX0698
 SX0698;                    North         East    Units  Estimated Accuracy
 SX0698;SPC WA N     -    26,760.      456,230.      MT  (+/- 180 meters Scaled)
 SX0698
 SX0698                          SUPERSEDED SURVEY CONTROL
 SX0698
 SX0698  NGVD 29 (??/??/92)  669.936  (m)         2197.95   (f) ADJ UNCH    1 2
 SX0698
 SX0698.Superseded values are not recommended for survey control.
 SX0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0698.See file dsdata.txt to determine how the superseded data were derived.
 SX0698
 SX0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT202329(NAD 83)
 SX0698_MARKER: DB = BENCH MARK DISK
 SX0698_SETTING: 66 = SET IN ROCK OUTCROP
 SX0698_SP_SET: ROCK OUTCROP
 SX0698_STAMPING: E 248 1944
 SX0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0698+STABILITY: POSITION/ELEVATION WELL
 SX0698
 SX0698  HISTORY     - Date     Condition        Report By
 SX0698  HISTORY     - 1944     MONUMENTED       CGS
 SX0698
 SX0698                          STATION DESCRIPTION
 SX0698
 SX0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0698'5.3 MI SW FROM STAMPEDE TUNNEL.
 SX0698'5.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0698'SOUTHWEST END OF STAMPEDE TUNNEL, KING COUNTY, 11 RAILS SOUTHWEST OF
 SX0698'MILEPOST 54, NEAR THE SOUTHWEST END OF A CUT, 10.1 FEET NORTHWEST OF
 SX0698'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, IN THE TOP OF A ROCK
 SX0698'OUTCROP, AND 2 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 SX0698'STAMPED E 248 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0708 ***********************************************************************
 SX0708  DESIGNATION -  E 248 RESET
 SX0708  PID         -  SX0708
 SX0708  STATE/COUNTY-  WA/KING
 SX0708  USGS QUAD   -  LESTER (1989)
 SX0708
 SX0708                         *CURRENT SURVEY CONTROL
 SX0708  ___________________________________________________________________
 SX0708* NAD 83(1986)-  47 14 21.     (N)    121 24 41.     (W)     SCALED    
 SX0708* NAVD 88     -       670.00   (+/-2cm)    2198.2    (feet)  VERTCON   
 SX0708  ___________________________________________________________________
 SX0708  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 SX0708
 SX0708  VERT ORDER  -  THIRD (See Below)
 SX0708
 SX0708.The horizontal coordinates were scaled from a topographic map and have
 SX0708.an estimated accuracy of +/- 6 seconds.
 SX0708
 SX0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX0708.The vertical order pertains to the NGVD 29 superseded value.
 SX0708
 SX0708.The geoid height was determined by GEOID03.
 SX0708
 SX0708;                    North         East    Units  Estimated Accuracy
 SX0708;SPC WA N     -    26,760.      456,230.      MT  (+/- 180 meters Scaled)
 SX0708
 SX0708                          SUPERSEDED SURVEY CONTROL
 SX0708
 SX0708  NGVD 29 (12/17/02)  668.83   (m)         2194.3    (f) RESET       3  
 SX0708
 SX0708.Superseded values are not recommended for survey control.
 SX0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0708.See file dsdata.txt to determine how the superseded data were derived.
 SX0708
 SX0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT202329(NAD 83)
 SX0708_MARKER: DB = BENCH MARK DISK
 SX0708_SETTING: 66 = SET IN ROCK OUTCROP
 SX0708_SP_SET: ROCK OUTCROP
 SX0708_STAMPING: E 248 RESET 1973
 SX0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0708+STABILITY: POSITION/ELEVATION WELL
 SX0708
 SX0708  HISTORY     - Date     Condition        Report By
 SX0708  HISTORY     - 1973     MONUMENTED       BNRR
 SX0708
 SX0708                          STATION DESCRIPTION
 SX0708
 SX0708'DESCRIBED BY BURLINGTON NORTHERN RR 1973
 SX0708'5.3 MI SW FROM STAMPEDE TUNNEL.
 SX0708'5.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0708'SOUTHWEST END OF STAMPEDE TUNNEL, KING COUNTY, 11 RAILS SOUTHWEST OF
 SX0708'MILEPOST 54, NEAR THE SOUTHWEST END OF A CUT, 18.5 FEET NORTHWEST OF
 SX0708'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, IN THE TOP OF A ROCK
 SX0708'OUTCROP, AND BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED E
 SX0708'248 RESET 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0777 ***********************************************************************
 SX0777  DESIGNATION -  E 249
 SX0777  PID         -  SX0777
 SX0777  STATE/COUNTY-  WA/KING
 SX0777  USGS QUAD   -  COUGAR MOUNTAIN (1989)
 SX0777
 SX0777                         *CURRENT SURVEY CONTROL
 SX0777  ___________________________________________________________________
 SX0777* NAD 83(1986)-  47 15 17.     (N)    121 44 49.     (W)     SCALED    
 SX0777* NAVD 88     -       348.013  (meters)    1141.77   (feet)  ADJUSTED  
 SX0777  ___________________________________________________________________
 SX0777  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SX0777  DYNAMIC HT  -         348.033 (meters)    1141.84  (feet)  COMP
 SX0777  MODELED GRAV-     980,661.1   (mgal)                       NAVD 88
 SX0777
 SX0777  VERT ORDER  -  FIRST     CLASS II
 SX0777
 SX0777.The horizontal coordinates were scaled from a topographic map and have
 SX0777.an estimated accuracy of +/- 6 seconds.
 SX0777
 SX0777.The orthometric height was determined by differential leveling
 SX0777.and adjusted by the National Geodetic Survey in June 1991..
 SX0777
 SX0777.The geoid height was determined by GEOID03.
 SX0777
 SX0777.The dynamic height is computed by dividing the NAVD 88
 SX0777.geopotential number by the normal gravity value computed on the
 SX0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0777.degrees latitude (g = 980.6199 gals.).
 SX0777
 SX0777.The modeled gravity was interpolated from observed gravity values.
 SX0777
 SX0777;                    North         East    Units  Estimated Accuracy
 SX0777;SPC WA N     -    28,730.      430,840.      MT  (+/- 180 meters Scaled)
 SX0777
 SX0777                          SUPERSEDED SURVEY CONTROL
 SX0777
 SX0777  NGVD 29 (??/??/92)  346.894  (m)         1138.10   (f) ADJ UNCH    1 2
 SX0777
 SX0777.Superseded values are not recommended for survey control.
 SX0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0777.See file dsdata.txt to determine how the superseded data were derived.
 SX0777
 SX0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET948342(NAD 83)
 SX0777_MARKER: DB = BENCH MARK DISK
 SX0777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0777_SP_SET: BRIDGE
 SX0777_STAMPING: E 249 1944
 SX0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0777
 SX0777  HISTORY     - Date     Condition        Report By
 SX0777  HISTORY     - 1944     MONUMENTED       CGS
 SX0777  HISTORY     - 1962     MARK NOT FOUND   NGS
 SX0777
 SX0777                          STATION DESCRIPTION
 SX0777
 SX0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SX0777'0.3 MI SE FROM BALDI.
 SX0777'0.3 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SX0777'AT BALDI, KING COUNTY, 30.3 FEET SOUTHEAST OF MILEPOST 73, AT THE
 SX0777'NORTHWEST END OF BRIDGE NO. 72, IN THE TOP OF THE NORTHEAST WINGWALL,
 SX0777'7.2 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 0.8 FOOT SOUTHEAST OF
 SX0777'THE NORTHWEST END OF THE WINGWALL.  A STANDARD DISK, STAMPED E 249
 SX0777'1944.  NOTE-- THE BRIDGE HAS BEEN REBUILT AND THE MARK IS UNDER ABOUT
 SX0777'5 INCHES OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0589 ***********************************************************************
 SA0589  DESIGNATION -  E 251
 SA0589  PID         -  SA0589
 SA0589  STATE/COUNTY-  WA/FRANKLIN
 SA0589  USGS QUAD   -  MESA EAST (1970)
 SA0589
 SA0589                         *CURRENT SURVEY CONTROL
 SA0589  ___________________________________________________________________
 SA0589* NAD 83(1986)-  46 36 28.     (N)    118 56 12.     (W)     SCALED    
 SA0589* NAVD 88     -       217.563  (meters)     713.79   (feet)  ADJUSTED  
 SA0589  ___________________________________________________________________
 SA0589  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 SA0589  DYNAMIC HT  -         217.568 (meters)     713.80  (feet)  COMP
 SA0589  MODELED GRAV-     980,633.8   (mgal)                       NAVD 88
 SA0589
 SA0589  VERT ORDER  -  FIRST     CLASS II
 SA0589
 SA0589.The horizontal coordinates were scaled from a topographic map and have
 SA0589.an estimated accuracy of +/- 6 seconds.
 SA0589
 SA0589.The orthometric height was determined by differential leveling
 SA0589.and adjusted by the National Geodetic Survey in June 1991..
 SA0589
 SA0589.The geoid height was determined by GEOID03.
 SA0589
 SA0589.The dynamic height is computed by dividing the NAVD 88
 SA0589.geopotential number by the normal gravity value computed on the
 SA0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0589.degrees latitude (g = 980.6199 gals.).
 SA0589
 SA0589.The modeled gravity was interpolated from observed gravity values.
 SA0589
 SA0589;                    North         East    Units  Estimated Accuracy
 SA0589;SPC WA S     -   142,840.      619,750.      MT  (+/- 180 meters Scaled)
 SA0589
 SA0589                          SUPERSEDED SURVEY CONTROL
 SA0589
 SA0589  NGVD 29 (??/??/92)  216.483  (m)          710.24   (f) ADJ UNCH    1 2
 SA0589
 SA0589.Superseded values are not recommended for survey control.
 SA0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0589.See file dsdata.txt to determine how the superseded data were derived.
 SA0589
 SA0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM516634(NAD 83)
 SA0589_MARKER: DB = BENCH MARK DISK
 SA0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0589_SP_SET: CONCRETE BASE
 SA0589_STAMPING: E 251 1944
 SA0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0589
 SA0589  HISTORY     - Date     Condition        Report By
 SA0589  HISTORY     - 1944     MONUMENTED       CGS
 SA0589
 SA0589                          STATION DESCRIPTION
 SA0589
 SA0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0589'3.9 MI NE FROM MESA.
 SA0589'3.9 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0589'STATION AT MESA, FRANKLIN COUNTY, ABOUT 0.4 MILE NORTHEAST OF MILEPOST
 SA0589'116, 9 FEET SOUTHWEST OF THE SWITCH STAND AT THE SOUTHWEST END OF
 SA0589'CACTUS SIDING, AT SIGNAL 1156, UNDER THE LADDER, IN THE TOP OF THE
 SA0589'NORTHEAST SIDE OF THE CONCRETE BASE, AND 8.3 FEET SOUTHEAST OF THE
 SA0589'SOUTHEAST RAIL.  A STANDARD DISK, STAMPED E 251 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0500 ***********************************************************************
 SY0500  DESIGNATION -  E 252
 SY0500  PID         -  SY0500
 SY0500  STATE/COUNTY-  WA/KING
 SY0500  USGS QUAD   -  AUBURN (1994)
 SY0500
 SY0500                         *CURRENT SURVEY CONTROL
 SY0500  ___________________________________________________________________
 SY0500* NAD 83(1986)-  47 18 25.     (N)    122 13 55.     (W)     SCALED    
 SY0500* NAVD 88     -        27.490  (meters)      90.19   (feet)  ADJUSTED  
 SY0500  ___________________________________________________________________
 SY0500  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY0500  DYNAMIC HT  -          27.494 (meters)      90.20  (feet)  COMP
 SY0500  MODELED GRAV-     980,757.2   (mgal)                       NAVD 88
 SY0500
 SY0500  VERT ORDER  -  FIRST     CLASS I
 SY0500
 SY0500.The horizontal coordinates were scaled from a topographic map and have
 SY0500.an estimated accuracy of +/- 6 seconds.
 SY0500
 SY0500.The orthometric height was determined by differential leveling
 SY0500.and adjusted by the National Geodetic Survey in June 1991..
 SY0500.WARNING-Repeat measurements at this control monument indicate possible
 SY0500.vertical movement.
 SY0500
 SY0500.The geoid height was determined by GEOID03.
 SY0500
 SY0500.The dynamic height is computed by dividing the NAVD 88
 SY0500.geopotential number by the normal gravity value computed on the
 SY0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0500.degrees latitude (g = 980.6199 gals.).
 SY0500
 SY0500.The modeled gravity was interpolated from observed gravity values.
 SY0500
 SY0500;                    North         East    Units  Estimated Accuracy
 SY0500;SPC WA N     -    35,090.      394,240.      MT  (+/- 180 meters Scaled)
 SY0500
 SY0500                          SUPERSEDED SURVEY CONTROL
 SY0500
 SY0500  NGVD 29 (??/??/??)   26.415  (m)           86.66   (f) ADJUSTED    1 1
 SY0500
 SY0500.Superseded values are not recommended for survey control.
 SY0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0500.See file dsdata.txt to determine how the superseded data were derived.
 SY0500
 SY0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET580395(NAD 83)
 SY0500_MARKER: DB = BENCH MARK DISK
 SY0500_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY0500_SP_SET: WALL
 SY0500_STAMPING: E 252 1944
 SY0500_MARK LOGO: CGS   
 SY0500_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0500+STABILITY: SURFACE MOTION
 SY0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0500+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 SY0500
 SY0500  HISTORY     - Date     Condition        Report By
 SY0500  HISTORY     - 1944     MONUMENTED       CGS
 SY0500  HISTORY     - 1973     GOOD             NGS
 SY0500  HISTORY     - 1987     GOOD             USPSQD
 SY0500  HISTORY     - 1987     GOOD             USPSQD
 SY0500  HISTORY     - 19950121 GOOD             NOS
 SY0500  HISTORY     - 20041207 GOOD             WADT
 SY0500
 SY0500                          STATION DESCRIPTION
 SY0500
 SY0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0500'IN AUBURN.
 SY0500'AT AUBURN, AT THE JUNCTION OF AUBURN AVENUE AND 1ST STREET NE, SET
 SY0500'VERTICALLY IN THE WEST BRICK WALL OF SEATTLE-KING COUNTY DEPARTMENT OF
 SY0500'PUBLIC HEALTH BUILDING (FORMER POST OFFICE BUILDING), DIRECTLY UNDER
 SY0500'THE CENTER OF THE NORTH WINDOW, 8.6 FEET SOUTH OF THE NORTHWEST CORNER
 SY0500'OF THE BUILDING, 22.5 FEET EAST OF THE EAST CURB OF THE AVENUE, 19.8
 SY0500'FEET SOUTH OF THE SOUTH CURB OF THE STREET, AND ABOUT 3 1/2 FEET ABOVE
 SY0500'THE GROUND.  1/4, SEC 18, T21N, R 5E.
 SY0500
 SY0500                          STATION RECOVERY (1987)
 SY0500
 SY0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SY0500'RECOVERED IN GOOD CONDITION.
 SY0500
 SY0500                          STATION RECOVERY (1987)
 SY0500
 SY0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY0500'RECOVERED IN GOOD CONDITION.
 SY0500
 SY0500                          STATION RECOVERY (1995)
 SY0500
 SY0500'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JGF)
 SY0500'RECOVERED AS DESCRIBED.  AN INVAR STRIP CANNOT BE HELD FLAT AGAINST
 SY0500'THE WASS AS A WINDOW SILL PROJECTS OUTWARD APPROXIMATELY 0.3 METER
 SY0500'(1.0 FT) ABOVE THE MARK.  TO SET UP FOR A TAPE DOWN WOULD BE VERY
 SY0500'DIFFICULT.
 SY0500
 SY0500                          STATION RECOVERY (2004)
 SY0500
 SY0500'RECOVERY NOTE BY WA DEPT OF TRANSP 2004 (RFT)
 SY0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0775 ***********************************************************************
 SY0775  DESIGNATION -  E 253
 SY0775  PID         -  SY0775
 SY0775  STATE/COUNTY-  WA/MASON
 SY0775  USGS QUAD   -  MASON LAKE (1994)
 SY0775
 SY0775                         *CURRENT SURVEY CONTROL
 SY0775  ___________________________________________________________________
 SY0775* NAD 83(1986)-  47 16 15.     (N)    122 59 13.     (W)     SCALED    
 SY0775* NAVD 88     -        63.692  (meters)     208.96   (feet)  POSTED    
 SY0775  ___________________________________________________________________
 SY0775  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 SY0775  DYNAMIC HT  -          63.700 (meters)     208.99  (feet)  COMP
 SY0775  MODELED GRAV-     980,786.9   (mgal)                       NAVD 88
 SY0775
 SY0775  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0775
 SY0775.The horizontal coordinates were scaled from a topographic map and have
 SY0775.an estimated accuracy of +/- 6 seconds.
 SY0775
 SY0775.The orthometric height was determined by differential leveling
 SY0775.and adjusted by the National Geodetic Survey in 1992..
 SY0775.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0775.rate of 0.0 thru 1.0 mm/km.
 SY0775
 SY0775.The geoid height was determined by GEOID03.
 SY0775
 SY0775.The dynamic height is computed by dividing the NAVD 88
 SY0775.geopotential number by the normal gravity value computed on the
 SY0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0775.degrees latitude (g = 980.6199 gals.).
 SY0775
 SY0775.The modeled gravity was interpolated from observed gravity values.
 SY0775
 SY0775;                    North         East    Units  Estimated Accuracy
 SY0775;SPC WA S     -   218,330.      311,850.      MT  (+/- 180 meters Scaled)
 SY0775
 SY0775                          SUPERSEDED SURVEY CONTROL
 SY0775
 SY0775  NGVD 29 (??/??/??)   62.632  (m)          205.49   (f) ADJUSTED    1 2
 SY0775
 SY0775.Superseded values are not recommended for survey control.
 SY0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0775.See file dsdata.txt to determine how the superseded data were derived.
 SY0775
 SY0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET009352(NAD 83)
 SY0775_MARKER: DB = BENCH MARK DISK
 SY0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0775_STAMPING: E 253 1944
 SY0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0775+STABILITY: SURFACE MOTION
 SY0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0775+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 SY0775
 SY0775  HISTORY     - Date     Condition        Report By
 SY0775  HISTORY     - 1944     MONUMENTED       CGS
 SY0775  HISTORY     - 1968     GOOD             CGS
 SY0775  HISTORY     - 1987     GOOD             USPSQD
 SY0775  HISTORY     - 1989     POOR             USPSQD
 SY0775  HISTORY     - 20021010 GOOD             USPSQD
 SY0775  HISTORY     - 20050827 GOOD             USPSQD
 SY0775
 SY0775                          STATION DESCRIPTION
 SY0775
 SY0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SY0775'7.4 MI NE FROM SHELTON.
 SY0775'7.0 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION OF
 SY0775'STATE HIGHWAY 3 AND U. S. HIGHWAY 101 IN SHELTON, (WHICH IS AT THE
 SY0775'INTERSECTION OF FIRST AND PINE STREETS AND STATE HIGHWAY 3 GOES EAST
 SY0775'ON PINE ST.), 0.95 MILE NORTHEAST OF THE BRIDGE OVER DEER CREEK AND
 SY0775'BENCH MARK 14 USGS RESET, 30 FEET NORTHEAST OF THE CENTER OF A FIELD
 SY0775'ROAD WHICH GOES SOUTHEAST ABOUT 20 YARDS AND CURVES RIGHT, 24 FEET
 SY0775'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 24 FEET NORTHWEST OF AN
 SY0775'18-INCH FIR TREE ON A SMALL MOUND, 5 FEET NORTHEAST OF A TELEPHONE
 SY0775'POLE AND 2 FEET HIGHER THAN THE HIGHWAY.  A METAL WITNESS POST WAS SET
 SY0775'1 FOOT SOUTHEAST OF THE MARK.  MARK IS A STANDARD DISK SET IN A 6-INCH
 SY0775'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 SY0775
 SY0775                          STATION RECOVERY (1987)
 SY0775
 SY0775'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0775'RECOVERED IN GOOD CONDITION.
 SY0775
 SY0775                          STATION RECOVERY (1989)
 SY0775
 SY0775'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY0775'MARK RECOVERED IN POOR CONDITION.
 SY0775
 SY0775                          STATION RECOVERY (2002)
 SY0775
 SY0775'RECOVERY NOTE BY US POWER SQUADRON 2002 (PCL)
 SY0775'RECOVERED AS DESCRIBED
 SY0775
 SY0775                          STATION RECOVERY (2005)
 SY0775
 SY0775'RECOVERY NOTE BY US POWER SQUADRON 2005 (EC)
 SY0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0833 ***********************************************************************
 SY0833  DESIGNATION -  E 254
 SY0833  PID         -  SY0833
 SY0833  STATE/COUNTY-  WA/KITSAP
 SY0833  USGS QUAD   -  BELFAIR (1994)
 SY0833
 SY0833                         *CURRENT SURVEY CONTROL
 SY0833  ___________________________________________________________________
 SY0833* NAD 83(1986)-  47 29 46.     (N)    122 45 38.     (W)     SCALED    
 SY0833* NAVD 88     -       134.072  (meters)     439.87   (feet)  POSTED    
 SY0833  ___________________________________________________________________
 SY0833  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 SY0833  DYNAMIC HT  -         134.100 (meters)     439.96  (feet)  COMP
 SY0833  MODELED GRAV-     980,806.7   (mgal)                       NAVD 88
 SY0833
 SY0833  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0833
 SY0833.This mark is at Bremerton Natonal Airport (PWT)
 SY0833
 SY0833.The horizontal coordinates were scaled from a topographic map and have
 SY0833.an estimated accuracy of +/- 6 seconds.
 SY0833
 SY0833.The orthometric height was determined by differential leveling
 SY0833.and adjusted by the National Geodetic Survey in 1992..
 SY0833.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0833.rate of 0.0 thru 1.0 mm/km.
 SY0833
 SY0833.The geoid height was determined by GEOID03.
 SY0833
 SY0833.The dynamic height is computed by dividing the NAVD 88
 SY0833.geopotential number by the normal gravity value computed on the
 SY0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0833.degrees latitude (g = 980.6199 gals.).
 SY0833
 SY0833.The modeled gravity was interpolated from observed gravity values.
 SY0833
 SY0833;                    North         East    Units  Estimated Accuracy
 SY0833;SPC WA N     -    56,980.      354,800.      MT  (+/- 180 meters Scaled)
 SY0833
 SY0833                          SUPERSEDED SURVEY CONTROL
 SY0833
 SY0833  NGVD 29 (??/??/??)  133.005  (m)          436.37   (f) ADJUSTED    1 2
 SY0833
 SY0833.Superseded values are not recommended for survey control.
 SY0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0833.See file dsdata.txt to determine how the superseded data were derived.
 SY0833
 SY0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET180603(NAD 83)
 SY0833_MARKER: DB = BENCH MARK DISK
 SY0833_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY0833_SP_SET: CONCRETE FOOTING FOR BEACON TWR
 SY0833_STAMPING: E 254 1944
 SY0833_MARK LOGO: CGS   
 SY0833_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0833+STABILITY: SURFACE MOTION
 SY0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0833+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1996
 SY0833
 SY0833  HISTORY     - Date     Condition        Report By
 SY0833  HISTORY     - 1944     MONUMENTED       CGS
 SY0833  HISTORY     - 1982     GOOD             NGS
 SY0833  HISTORY     - 1987     GOOD             USPSQD
 SY0833  HISTORY     - 1988     GOOD             USPSQD
 SY0833  HISTORY     - 1989     GOOD             USPSQD
 SY0833  HISTORY     - 19901024 GOOD             NGS
 SY0833  HISTORY     - 19960812 GOOD             CHANCE
 SY0833
 SY0833                          STATION DESCRIPTION
 SY0833
 SY0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0833'4.7 MI NE FROM BELFAIR.
 SY0833'IN KITSAP COUNTY, 4.7 MILES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE
 SY0833'POST OFFICE AT BELFAIR, MASON COUNTY, AT KITSAP COUNTY AIRPORT, 8.4
 SY0833'FEET SOUTHWEST OF THE EAST CORNER OF THE HANGAR, AT THE NORTH LEG OF
 SY0833'THE CONTROL TOWER, AND IN THE NORTH CORNER OF THE NORTH CONCRETE BASE.
 SY0833'A STANDARD DISK STAMPED E 254 1944.
 SY0833
 SY0833                          STATION RECOVERY (1982)
 SY0833
 SY0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SY0833'THE CONTROL TOWER IS GONE---JUST THE CONCRETE LEG BASE REMAINS.
 SY0833
 SY0833                          STATION RECOVERY (1987)
 SY0833
 SY0833'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY0833'RECOVERED IN GOOD CONDITION.
 SY0833
 SY0833                          STATION RECOVERY (1988)
 SY0833
 SY0833'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0833'RECOVERED IN GOOD CONDITION.
 SY0833
 SY0833                          STATION RECOVERY (1989)
 SY0833
 SY0833'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY0833'RECOVERED IN GOOD CONDITION.
 SY0833
 SY0833                          STATION RECOVERY (1990)
 SY0833
 SY0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SY0833'THE STATION IS LOCATED ABOUT 29.0 KM (18.0 MI) SOUTH OF POULSBO, 25.7
 SY0833'KM (16.0 MI) NORTHEAST OF TAHUYA, 19.3 KM (12.0 MI) SOUTHWEST OF
 SY0833'MANCHESTER AND AT THE BREMERTON NATIONAL AIRPORT.  PERMISSION TO
 SY0833'VISIT THE STATION MUST BE OBTAINED FROM THE AIRPORT OFFICE.
 SY0833'TO REACH FROM THE INTERSECTION OF STATE ROUTES 3 AND 16 IN GORST, GO
 SY0833'SOUTHWEST ON STATE ROUTE 3 FOR 6.12 KM (3.80 MI) TO THE AIRPORT
 SY0833'ENTRANCE ON THE LEFT.  TURN LEFT AND GO EASTERLY FOR 0.16 KM
 SY0833'(0.10 MI) TO A GATE.  PERMISSION MUST BE OBTAINED BEFORE GOING ANY
 SY0833'FARTHER.  PASS THROUGH THE GATE, TURN LEFT AND GO NORTHERLY ON THE
 SY0833'APRON AND THEN THE TAXIWAY FOR 0.32 KM (0.20 MI) TO THE OLD HANGAR
 SY0833'AND THE STATION.
 SY0833'THE MARK IS SET IN A DRILL HOLE IN A FOOTING FOR THE LONG DESTROYED
 SY0833'CONTROL TOWER.  IT IS IN THE NORTHWEST ONE OF FOUR FOOTINGS OF THE
 SY0833'OLD CONTROL TOWER, 2.6 M (8.5 FT) SOUTHWEST OF THE NORTHEAST CORNER
 SY0833'OF THE HANGAR AND 2.4 M (7.9 FT) SOUTH OF THE BRACE STRUCTURE FOR THE
 SY0833'HANGAR DOORS.
 SY0833
 SY0833                          STATION RECOVERY (1996)
 SY0833
 SY0833'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SY0833'THE STATION IS LOCATED ABOUT 25 MILES (40.2 KM) NORTHEAST OF SHELTON,
 SY0833'7.5 MILES (12.1 KM) SOUTHWEST OF BREMERTON, AND 3.5 MILES (5.6 KM)
 SY0833'SOUTHWEST OF GORST, AT THE BREMERTON NATIONAL AIRPORT, JOE OLEARY -
 SY0833'AIRPORT OPERATIONS MANAGER, PHONE 360-674-2381  TO REACH THE STATION
 SY0833'FROM THE JUNCTION OF STATE ROUTES 3 AND 16 IN GORST, PROCEED WEST AND
 SY0833'SOUTH ALONG STATE ROUTE 3 FOR 4.05 MILES (6.52 KM) TO THE MAIN
 SY0833'ENTRANCE OF BREMERTON NATIONAL AIRPORT.  TURN LEFT AND PROCEED
 SY0833'SOUTHEAST 0.05 MI (0.08 KM) TO AN ENTRANCE GATE, OBTAIN GATE ACCESS
 SY0833'KEY, PROCEED THROUGH GATE AND TURN LEFT, PROCEED NORTH ALONG THE RAMP
 SY0833'0.1 MI (0.2 KM) THEN TURN RIGHT AND PROCEED EAST TO THE JUNCTION WITH
 SY0833'TAXIWAY A.  TURN LEFT AND PROCEED NORTH ON TAXIWAY A 0.25 MILES (0.40
 SY0833'KM) TO THE STATION ON THE LEFT AT THE NORTHEAST CORNER OF A HANGAR
 SY0833'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY TOPOGRAPHIC
 SY0833'STATION DISK, SET IN TOP OF A SQUARE CONCRETE FOOTING FOR THE OLD
 SY0833'BEACON TOWER (NOW REMOVED) , SET FLUSH WITH THE PAVED SURFACE.  THE
 SY0833'STATION IS LOCATED 2.6 M (8.5 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 SY0833'HANGAR, 0.85 M (2.79 FT) EAST OF THE HANGAR WALL, 32.6 M (107.0 FT)
 SY0833'WEST OF THE CENTERLINE OF TAXIWAY TAXIWAY A AND 3.8 M (12.5 FT)
 SY0833'SOUTHWEST OF THE CENTER OF AN ELECTRICAL MANHOLE COVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0964 ***********************************************************************
 SY0964  DESIGNATION -  E 255
 SY0964  PID         -  SY0964
 SY0964  STATE/COUNTY-  WA/KITSAP
 SY0964  USGS QUAD   -  SUQUAMISH (1981)
 SY0964
 SY0964                         *CURRENT SURVEY CONTROL
 SY0964  ___________________________________________________________________
 SY0964* NAD 83(1986)-  47 42 08.     (N)    122 37 20.     (W)     SCALED    
 SY0964* NAVD 88     -        14.298  (meters)      46.91   (feet)  POSTED    
 SY0964  ___________________________________________________________________
 SY0964  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 SY0964  DYNAMIC HT  -          14.300 (meters)      46.92  (feet)  COMP
 SY0964  MODELED GRAV-     980,772.9   (mgal)                       NAVD 88
 SY0964
 SY0964  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0964
 SY0964.The horizontal coordinates were scaled from a topographic map and have
 SY0964.an estimated accuracy of +/- 6 seconds.
 SY0964
 SY0964.The orthometric height was determined by differential leveling
 SY0964.and adjusted by the National Geodetic Survey in 1992..
 SY0964.No vertical observational check was made to the station.
 SY0964.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0964.was located on a no-check spur therefore a value was not computed.
 SY0964
 SY0964.The geoid height was determined by GEOID03.
 SY0964
 SY0964.The dynamic height is computed by dividing the NAVD 88
 SY0964.geopotential number by the normal gravity value computed on the
 SY0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0964.degrees latitude (g = 980.6199 gals.).
 SY0964
 SY0964.The modeled gravity was interpolated from observed gravity values.
 SY0964
 SY0964;                    North         East    Units  Estimated Accuracy
 SY0964;SPC WA N     -    79,640.      365,750.      MT  (+/- 180 meters Scaled)
 SY0964
 SY0964                          SUPERSEDED SURVEY CONTROL
 SY0964
 SY0964  NGVD 29 (??/??/??)   13.223  (m)           43.38   (f) ADJUSTED    1 2
 SY0964
 SY0964.Superseded values are not recommended for survey control.
 SY0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0964.See file dsdata.txt to determine how the superseded data were derived.
 SY0964
 SY0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET283832(NAD 83)
 SY0964_MARKER: DB = BENCH MARK DISK
 SY0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0964_SP_SET: STEP
 SY0964_STAMPING: E 255 1944
 SY0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0964
 SY0964  HISTORY     - Date     Condition        Report By
 SY0964  HISTORY     - 1944     MONUMENTED       CGS
 SY0964  HISTORY     - 1983     GOOD             LOCSUR
 SY0964  HISTORY     - 19970522 GOOD             USPSQD
 SY0964
 SY0964                          STATION DESCRIPTION
 SY0964
 SY0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0964'IN KEYPORT.
 SY0964'AT KEYPORT, KITSAP COUNTY, AT THE MAIN ENTRANCE TO THE NAVAL TORPEDO
 SY0964'STATION, AT THE NORTH ENTRANCE TO THE GUARDHOUSE, IN THE EAST CORNER
 SY0964'OF THE CONCRETE STEP, 6.2 FEET EAST-NORTHEAST OF THE EAST DOOR FACING,
 SY0964'2.4 FEET NORTH OF THE NORTH FACE OF THE BUILDING, AND 6.6 FEET SOUTH
 SY0964'OF THE SOUTH CURB OF FIRST STREET.  A STANDARD DISK, STAMPED E 255
 SY0964'1944.
 SY0964
 SY0964                          STATION RECOVERY (1983)
 SY0964
 SY0964'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SY0964'DESCRIPTION IS ADEQUATE FOR FINDING STATION. HOWEVER, FIRST STREET
 SY0964'HAS BEEN RENAMED "STROM AVE". THE STATION HAS BEEN RENAMED NAVAL
 SY0964'UNDERSEA WARFARE ENGIN INEERING STATION.
 SY0964
 SY0964                          STATION RECOVERY (1997)
 SY0964
 SY0964'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0972 ***********************************************************************
 SY0972  DESIGNATION -  E 256
 SY0972  PID         -  SY0972
 SY0972  STATE/COUNTY-  WA/KITSAP
 SY0972  USGS QUAD   -  SUQUAMISH (1981)
 SY0972
 SY0972                         *CURRENT SURVEY CONTROL
 SY0972  ___________________________________________________________________
 SY0972* NAD 83(1986)-  47 42 09.     (N)    122 37 26.     (W)     SCALED    
 SY0972* NAVD 88     -         6.532  (meters)      21.43   (feet)  POSTED    
 SY0972  ___________________________________________________________________
 SY0972  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 SY0972  DYNAMIC HT  -           6.530 (meters)      21.42  (feet)  COMP
 SY0972  MODELED GRAV-     980,773.2   (mgal)                       NAVD 88
 SY0972
 SY0972  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0972
 SY0972.The horizontal coordinates were scaled from a topographic map and have
 SY0972.an estimated accuracy of +/- 6 seconds.
 SY0972
 SY0972.The orthometric height was determined by differential leveling
 SY0972.and adjusted by the National Geodetic Survey in 1992..
 SY0972.No vertical observational check was made to the station.
 SY0972.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0972.was located on a no-check spur therefore a value was not computed.
 SY0972
 SY0972.The geoid height was determined by GEOID03.
 SY0972
 SY0972.The dynamic height is computed by dividing the NAVD 88
 SY0972.geopotential number by the normal gravity value computed on the
 SY0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0972.degrees latitude (g = 980.6199 gals.).
 SY0972
 SY0972.The modeled gravity was interpolated from observed gravity values.
 SY0972
 SY0972;                    North         East    Units  Estimated Accuracy
 SY0972;SPC WA N     -    79,670.      365,630.      MT  (+/- 180 meters Scaled)
 SY0972
 SY0972                          SUPERSEDED SURVEY CONTROL
 SY0972
 SY0972  NGVD 29 (??/??/??)    5.457  (m)           17.90   (f) ADJUSTED    1 2
 SY0972
 SY0972.Superseded values are not recommended for survey control.
 SY0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0972.See file dsdata.txt to determine how the superseded data were derived.
 SY0972
 SY0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET282833(NAD 83)
 SY0972_MARKER: DB = BENCH MARK DISK
 SY0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0972_SP_SET: SLAB
 SY0972_STAMPING: E 256 1944
 SY0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0972
 SY0972  HISTORY     - Date     Condition        Report By
 SY0972  HISTORY     - 1944     MONUMENTED       CGS
 SY0972  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 SY0972  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 SY0972
 SY0972                          STATION DESCRIPTION
 SY0972
 SY0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0972'IN KEYPORT.
 SY0972'AT KEYPORT, KITSAP COUNTY, AT THE NAVAL TORPEDO STATION, 31.7 FEET
 SY0972'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE POWER HOUSE, 3.6 FEET
 SY0972'SOUTH OF THE SOUTHWEST CORNER OF THE EAST SHED OF BUILDING 1, IN THE
 SY0972'EAST FACE OF THE SMOKE STACK, AND 4.7 FEET ABOVE THE CONCRETE SLAB. A
 SY0972'STANDARD DISK, STAMPED E 256 1944 AND SET VERTICALLY.
 SY0972
 SY0972                          STATION RECOVERY (1983)
 SY0972
 SY0972'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SY0972'MARK NOT FOUND.
 SY0972
 SY0972                          STATION RECOVERY (1997)
 SY0972
 SY0972'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0587 ***********************************************************************
 TR0587  DESIGNATION -  E 257
 TR0587  PID         -  TR0587
 TR0587  STATE/COUNTY-  WA/JEFFERSON
 TR0587  USGS QUAD   -  NORDLAND (1973)
 TR0587
 TR0587                         *CURRENT SURVEY CONTROL
 TR0587  ___________________________________________________________________
 TR0587* NAD 83(1986)-  48 03 58.     (N)    122 43 44.     (W)     SCALED    
 TR0587* NAVD 88     -        40.534  (meters)     132.99   (feet)  ADJUSTED  
 TR0587  ___________________________________________________________________
 TR0587  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 TR0587  DYNAMIC HT  -          40.543 (meters)     133.01  (feet)  COMP
 TR0587  MODELED GRAV-     980,849.5   (mgal)                       NAVD 88
 TR0587
 TR0587  VERT ORDER  -  FIRST     CLASS II
 TR0587
 TR0587.The horizontal coordinates were scaled from a topographic map and have
 TR0587.an estimated accuracy of +/- 6 seconds.
 TR0587
 TR0587.The orthometric height was determined by differential leveling
 TR0587.and adjusted by the National Geodetic Survey in June 1991..
 TR0587
 TR0587.The geoid height was determined by GEOID03.
 TR0587
 TR0587.The dynamic height is computed by dividing the NAVD 88
 TR0587.geopotential number by the normal gravity value computed on the
 TR0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0587.degrees latitude (g = 980.6199 gals.).
 TR0587
 TR0587.The modeled gravity was interpolated from observed gravity values.
 TR0587
 TR0587;                    North         East    Units  Estimated Accuracy
 TR0587;SPC WA N     -   120,270.      358,750.      MT  (+/- 180 meters Scaled)
 TR0587
 TR0587                          SUPERSEDED SURVEY CONTROL
 TR0587
 TR0587  NGVD 29 (??/??/92)   39.411  (m)          129.30   (f) ADJ UNCH    1 2
 TR0587
 TR0587.Superseded values are not recommended for survey control.
 TR0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0587.See file dsdata.txt to determine how the superseded data were derived.
 TR0587
 TR0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU201236(NAD 83)
 TR0587_MARKER: DB = BENCH MARK DISK
 TR0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0587_STAMPING: E 257 1944
 TR0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0587+STABILITY: SURFACE MOTION
 TR0587
 TR0587  HISTORY     - Date     Condition        Report By
 TR0587  HISTORY     - 1944     MONUMENTED       CGS
 TR0587
 TR0587                          STATION DESCRIPTION
 TR0587
 TR0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TR0587'IN INDIAN ISLAND.
 TR0587'ON INDIAN ISLAND, 2.3 MILES NORTH ALONG THE MAIN NORTH-SOUTH ROAD FROM
 TR0587'THE MAIN GATE, ABOUT 0.1 MILE NORTH OF THE SUMMIT OF A HILL, IN A
 TR0587'SMALL CLEARING, ON THE WEST SIDE OF ROAD FROM THE PIPE LINE, 17.6 FEET
 TR0587'WEST OF CENTER-LINE OF ROAD, 1.7 FEET NORTH OF REFERENCE POST. BENCH
 TR0587'MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND
 TR0587'PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0728 ***********************************************************************
 SY0728  DESIGNATION -  E 259
 SY0728  PID         -  SY0728
 SY0728  STATE/COUNTY-  WA/PIERCE
 SY0728  USGS QUAD   -  FORT LEWIS (1994)
 SY0728
 SY0728                         *CURRENT SURVEY CONTROL
 SY0728  ___________________________________________________________________
 SY0728* NAD 83(1986)-  47 05 38.     (N)    122 36 57.     (W)     SCALED    
 SY0728* NAVD 88     -        83.283  (meters)     273.24   (feet)  ADJUSTED  
 SY0728  ___________________________________________________________________
 SY0728  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 SY0728  DYNAMIC HT  -          83.293 (meters)     273.27  (feet)  COMP
 SY0728  MODELED GRAV-     980,736.1   (mgal)                       NAVD 88
 SY0728
 SY0728  VERT ORDER  -  FIRST     CLASS II
 SY0728
 SY0728.The horizontal coordinates were scaled from a topographic map and have
 SY0728.an estimated accuracy of +/- 6 seconds.
 SY0728
 SY0728.The orthometric height was determined by differential leveling
 SY0728.and adjusted by the National Geodetic Survey in June 1991..
 SY0728
 SY0728.The geoid height was determined by GEOID03.
 SY0728
 SY0728.The dynamic height is computed by dividing the NAVD 88
 SY0728.geopotential number by the normal gravity value computed on the
 SY0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0728.degrees latitude (g = 980.6199 gals.).
 SY0728
 SY0728.The modeled gravity was interpolated from observed gravity values.
 SY0728
 SY0728;                    North         East    Units  Estimated Accuracy
 SY0728;SPC WA S     -   197,850.      339,390.      MT  (+/- 180 meters Scaled)
 SY0728
 SY0728                          SUPERSEDED SURVEY CONTROL
 SY0728
 SY0728  NGVD 29 (??/??/??)   82.235  (m)          269.80   (f) ADJUSTED    1 2
 SY0728
 SY0728.Superseded values are not recommended for survey control.
 SY0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0728.See file dsdata.txt to determine how the superseded data were derived.
 SY0728
 SY0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET291156(NAD 83)
 SY0728_MARKER: DB = BENCH MARK DISK
 SY0728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0728_SP_SET: STEP
 SY0728_STAMPING: E 259 1944
 SY0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0728
 SY0728  HISTORY     - Date     Condition        Report By
 SY0728  HISTORY     - 1944     MONUMENTED       CGS
 SY0728  HISTORY     - 1966     MARK NOT FOUND   CGS
 SY0728
 SY0728                          STATION DESCRIPTION
 SY0728
 SY0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0728'IN FORT LEWIS.
 SY0728'AT FORT LEWIS, SET AT THE MAIN ENTRANCE, IN THE SOUTH CORNER OF THE
 SY0728'CONCRETE STEP OF THE GUARD HOUSE AT THE GATE, 15 FEET WEST OF
 SY0728'CENTER-LINE OF THE ROAD INTO THE FORT, 4 FEET SOUTH OF THE SOUTH EDGE
 SY0728'OF THE DOOR FACING.  BENCH MARK DISK.
 SY0728
 SY0728                          STATION RECOVERY (1966)
 SY0728
 SY0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 SY0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0729 ***********************************************************************
 SY0729  DESIGNATION -  E 259 RESET 1956
 SY0729  PID         -  SY0729
 SY0729  STATE/COUNTY-  WA/PIERCE
 SY0729  USGS QUAD   -  FORT LEWIS (1994)
 SY0729
 SY0729                         *CURRENT SURVEY CONTROL
 SY0729  ___________________________________________________________________
 SY0729* NAD 83(1986)-  47 05 38.     (N)    122 36 57.     (W)     SCALED    
 SY0729* NAVD 88     -        82.57   (meters)     270.9    (feet)  RESET     
 SY0729  ___________________________________________________________________
 SY0729  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 SY0729
 SY0729  VERT ORDER  -  THIRD
 SY0729
 SY0729.The horizontal coordinates were scaled from a topographic map and have
 SY0729.an estimated accuracy of +/- 6 seconds.
 SY0729
 SY0729.The orthometric height was computed from unverified reset data.
 SY0729.No vertical observational check was made to the station.
 SY0729
 SY0729.The geoid height was determined by GEOID03.
 SY0729
 SY0729;                    North         East    Units  Estimated Accuracy
 SY0729;SPC WA S     -   197,850.      339,390.      MT  (+/- 180 meters Scaled)
 SY0729
 SY0729                          SUPERSEDED SURVEY CONTROL
 SY0729
 SY0729  NGVD 29 (??/??/??)   81.52   (m)          267.5    (f) RESET       3  
 SY0729
 SY0729.Superseded values are not recommended for survey control.
 SY0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0729.See file dsdata.txt to determine how the superseded data were derived.
 SY0729
 SY0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET291156(NAD 83)
 SY0729_MARKER: DB = BENCH MARK DISK
 SY0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0729_STAMPING: E 259 1956
 SY0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0729+STABILITY: SURFACE MOTION
 SY0729
 SY0729  HISTORY     - Date     Condition        Report By
 SY0729  HISTORY     - 1956     MONUMENTED       CGS
 SY0729  HISTORY     - 19930316 MARK NOT FOUND   USGS
 SY0729
 SY0729                          STATION DESCRIPTION
 SY0729
 SY0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0729'IN FORT LEWIS.
 SY0729'AT FORT LEWIS, ON THE PROPERTY OF THE MILITARY RESERVATION, NEAR THE
 SY0729'OLD MAIN ENTRANCE (TO BE ABANDONDED IN HIGHWAY RELOCATION OF U.S. HWY
 SY0729'99) WHICH IS ABOUT 1 MILE SOUTH OF NEW ENTRANCE, IN A LINE OF ELM
 SY0729'TREES ON THE WEST SIDE OF LEWIS DRIVE AND 46 FEET FROM THE CENTER LINE
 SY0729'OF THE ROAD, 67 FEET NORTH OF ELECTRIC POWER DISTRIBUTION POLE 23/59,
 SY0729'ABOUT 15 FEET OUTSIDE OF THE PROPOSED HIGHWAY RIGHT OF WAY, AND ABOUT
 SY0729'180 FEET SOUTH FROM THE PRESENT MAIN GATE AND ARCHWAY, A CONCRETE POST
 SY0729'8-INCHES SQUARE AT TOP PROJECTING 1-INCH ABOVE SURFACE OF THE LAWN.
 SY0729
 SY0729                          STATION RECOVERY (1993)
 SY0729
 SY0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993 (TTS)
 SY0729'CONTRUCTION OF I-5 HAS CHANGED DESCRIPTION, LOCAL LANDMARKS ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1439 ***********************************************************************
 SY1439  DESIGNATION -  E 26
 SY1439  PID         -  SY1439
 SY1439  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1439  USGS QUAD   -  HUMPTULIPS (1990)
 SY1439
 SY1439                         *CURRENT SURVEY CONTROL
 SY1439  ___________________________________________________________________
 SY1439* NAD 83(1986)-  47 09 16.     (N)    123 52 54.     (W)     SCALED    
 SY1439* NAVD 88     -        61.507  (meters)     201.79   (feet)  ADJUSTED  
 SY1439  ___________________________________________________________________
 SY1439  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY1439  DYNAMIC HT  -          61.516 (meters)     201.82  (feet)  COMP
 SY1439  MODELED GRAV-     980,772.9   (mgal)                       NAVD 88
 SY1439
 SY1439  VERT ORDER  -  FIRST     CLASS I
 SY1439
 SY1439.The horizontal coordinates were scaled from a topographic map and have
 SY1439.an estimated accuracy of +/- 6 seconds.
 SY1439
 SY1439.The orthometric height was determined by differential leveling
 SY1439.and adjusted by the National Geodetic Survey in June 1991..
 SY1439
 SY1439.The geoid height was determined by GEOID03.
 SY1439
 SY1439.The dynamic height is computed by dividing the NAVD 88
 SY1439.geopotential number by the normal gravity value computed on the
 SY1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1439.degrees latitude (g = 980.6199 gals.).
 SY1439
 SY1439.The modeled gravity was interpolated from observed gravity values.
 SY1439
 SY1439;                    North         East    Units  Estimated Accuracy
 SY1439;SPC WA S     -   207,920.      243,630.      MT  (+/- 180 meters Scaled)
 SY1439
 SY1439                          SUPERSEDED SURVEY CONTROL
 SY1439
 SY1439  NGVD 29 (??/??/??)   60.486  (m)          198.44   (f) ADJUSTED    1 1
 SY1439
 SY1439.Superseded values are not recommended for survey control.
 SY1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1439.See file dsdata.txt to determine how the superseded data were derived.
 SY1439
 SY1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT331227(NAD 83)
 SY1439_MARKER: DB = BENCH MARK DISK
 SY1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1439_STAMPING: 197.785 E 26 1933
 SY1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1439+STABILITY: SURFACE MOTION
 SY1439
 SY1439  HISTORY     - Date     Condition        Report By
 SY1439  HISTORY     - 1933     MONUMENTED       CGS
 SY1439  HISTORY     - 1974     GOOD             NGS
 SY1439  HISTORY     - 1989     POOR             USPSQD
 SY1439
 SY1439                          STATION DESCRIPTION
 SY1439
 SY1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1439'7.5 MI SE FROM HUMPTULIPS.
 SY1439'ABOUT 7.5 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SY1439'THE POST OFFICE AT HUMPTULIPS, 0.45 MILE SOUTH OF THE JUNCTION OF
 SY1439'POLSON CAMP ROAD LEADING NORTHEAST, 0.4 MILE SOUTH OF HIGHWAY MILEPOST
 SY1439'102, AT THE T JUNCTION OF A GRAVELED ROAD LEADING EAST, 32 FEET EAST
 SY1439'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF THE CENTER LINE OF
 SY1439'ROAD EAST, 75 1/2 FEET EAST-NORTHEAST OF AND ACROSS THE HIGHWAY FROM T
 SY1439'JUNCTION POWER LINE POLE 7 23 40 WITH ONE GUY WIRE, 5.7 FEET SOUTH OF
 SY1439'THE CENTER OF THE SOUTH END OF A 12-INCH CONCRETE PIPE CULVERT UNDER
 SY1439'THE ROAD EAST, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 SY1439'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 SY1439'PROJECTING 0.2 FOOT.  SEC 11, T19N, R 10W.
 SY1439
 SY1439                          STATION RECOVERY (1989)
 SY1439
 SY1439'RECOVERY NOTE BY US POWER SQUADRON 1989 (CMS)
 SY1439'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0699 ***********************************************************************
 SV0699  DESIGNATION -  E 261
 SV0699  PID         -  SV0699
 SV0699  STATE/COUNTY-  WA/SPOKANE
 SV0699  USGS QUAD   -  SPOKANE NW (1986)
 SV0699
 SV0699                         *CURRENT SURVEY CONTROL
 SV0699  ___________________________________________________________________
 SV0699* NAD 83(1986)-  47 43 08.     (N)    117 24 11.     (W)     SCALED    
 SV0699* NAVD 88     -       628.928  (meters)    2063.41   (feet)  ADJUSTED  
 SV0699  ___________________________________________________________________
 SV0699  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 SV0699  DYNAMIC HT  -         628.968 (meters)    2063.54  (feet)  COMP
 SV0699  MODELED GRAV-     980,655.5   (mgal)                       NAVD 88
 SV0699
 SV0699  VERT ORDER  -  FIRST     CLASS II
 SV0699
 SV0699.This mark is at Felts Field Airport (SFF)
 SV0699
 SV0699.The horizontal coordinates were scaled from a topographic map and have
 SV0699.an estimated accuracy of +/- 6 seconds.
 SV0699
 SV0699.The orthometric height was determined by differential leveling
 SV0699.and adjusted by the National Geodetic Survey in June 1991..
 SV0699
 SV0699.The geoid height was determined by GEOID03.
 SV0699
 SV0699.The dynamic height is computed by dividing the NAVD 88
 SV0699.geopotential number by the normal gravity value computed on the
 SV0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0699.degrees latitude (g = 980.6199 gals.).
 SV0699
 SV0699.The modeled gravity was interpolated from observed gravity values.
 SV0699
 SV0699;                    North         East    Units  Estimated Accuracy
 SV0699;SPC WA N     -    85,660.      757,280.      MT  (+/- 180 meters Scaled)
 SV0699
 SV0699                          SUPERSEDED SURVEY CONTROL
 SV0699
 SV0699  NGVD 29 (??/??/92)  627.775  (m)         2059.63   (f) ADJ UNCH    1 2
 SV0699
 SV0699.Superseded values are not recommended for survey control.
 SV0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0699.See file dsdata.txt to determine how the superseded data were derived.
 SV0699
 SV0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN697851(NAD 83)
 SV0699_MARKER: DB = BENCH MARK DISK
 SV0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0699_STAMPING: E 261 1944
 SV0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0699+STABILITY: SURFACE MOTION
 SV0699
 SV0699  HISTORY     - Date     Condition        Report By
 SV0699  HISTORY     - 1944     MONUMENTED       CGS
 SV0699  HISTORY     - 1965     MARK NOT FOUND   NGS
 SV0699
 SV0699                          STATION DESCRIPTION
 SV0699
 SV0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0699'IN SPOKANE.
 SV0699'4.65 MILES NORTH ALONG DIVISION STREET FROM THE NORTHERN PACIFIC
 SV0699'RAILWAY OVERPASS AT SPOKANE, SPOKANE COUNTY, AT CALKINS AIR TERMINAL,
 SV0699'5.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE ADMINISTRATION
 SV0699'BUILDING, 12.7 FEET SOUTHWEST OF THE FLAGPOLE, AND 1 FOOT NORTH OF THE
 SV0699'NORTH EDGE OF A CONCRETE WALK, A STANDARD DISK, STAMPED E 261 1944 AND
 SV0699'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND. NOTE--
 SV0699'CALKINS AIR TERMINAL NO LONGER EXISTS.  THERE IS A GOLF DRIVING RANGE
 SV0699'AND HOUSING PROJECT IN THE AREA NOW AND RESIDENTS GAVE ME CONFLICTING
 SV0699'STORIES AS TO WHERE THE ADMINISTRATION BUILDING PREVIOUSLY WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1332 ***********************************************************************
 RZ1332  CBN         -  This is a Cooperative Base Network Control Station.
 RZ1332  DESIGNATION -  E 262
 RZ1332  PID         -  RZ1332
 RZ1332  STATE/COUNTY-  WA/WHITMAN
 RZ1332  USGS QUAD   -  LA CROSSE WEST (1981)
 RZ1332
 RZ1332                         *CURRENT SURVEY CONTROL
 RZ1332  ___________________________________________________________________
 RZ1332* NAD 83(1998)-  46 47 40.58994(N)    117 55 26.87664(W)     ADJUSTED  
 RZ1332* NAVD 88     -       445.307  (meters)    1460.98   (feet)  ADJUSTED  
 RZ1332  ___________________________________________________________________
 RZ1332  X           -  -2,048,657.377 (meters)                     COMP
 RZ1332  Y           -  -3,865,302.796 (meters)                     COMP
 RZ1332  Z           -   4,626,472.691 (meters)                     COMP
 RZ1332  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 RZ1332  ELLIP HEIGHT-         425.26  (meters)          (07/03/01) GPS OBS
 RZ1332  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 RZ1332  DYNAMIC HT  -         445.313 (meters)    1461.00  (feet)  COMP
 RZ1332  MODELED GRAV-     980,615.1   (mgal)                       NAVD 88
 RZ1332
 RZ1332  HORZ ORDER  -  B
 RZ1332  VERT ORDER  -  SECOND    CLASS 0
 RZ1332  ELLP ORDER  -  FIFTH     CLASS I
 RZ1332
 RZ1332.The horizontal coordinates were established by GPS observations
 RZ1332.and adjusted by the National Geodetic Survey in July 2001..
 RZ1332.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RZ1332.DATUM ITEM on the data sheet items page.
 RZ1332
 RZ1332.The orthometric height was determined by differential leveling
 RZ1332.and adjusted by the National Geodetic Survey in June 1991..
 RZ1332
 RZ1332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RZ1332
 RZ1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1332
 RZ1332.The ellipsoidal height was determined by GPS observations
 RZ1332.and is referenced to NAD 83.
 RZ1332
 RZ1332.The geoid height was determined by GEOID03.
 RZ1332
 RZ1332.The dynamic height is computed by dividing the NAVD 88
 RZ1332.geopotential number by the normal gravity value computed on the
 RZ1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1332.degrees latitude (g = 980.6199 gals.).
 RZ1332
 RZ1332.The modeled gravity was interpolated from observed gravity values.
 RZ1332
 RZ1332;                    North         East     Units Scale Factor Converg.
 RZ1332;SPC WA S     -   165,632.218   696,609.240   MT  0.99992127   +1 52 16.0
 RZ1332;SPC WA S     -   543,411.70  2,285,458.81   sFT  0.99992127   +1 52 16.0
 RZ1332;UTM  11      - 5,182,754.681   429,473.705   MT  0.99966113   -0 40 25.1
 RZ1332
 RZ1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1332!SPC WA S     -   0.99993334  x   0.99992127  =   0.99985462
 RZ1332!UTM  11      -   0.99993334  x   0.99966113  =   0.99959450
 RZ1332
 RZ1332                          SUPERSEDED SURVEY CONTROL
 RZ1332
 RZ1332  NAD 83(1991)-  46 47 40.58932(N)    117 55 26.87762(W) AD(       ) B
 RZ1332  ELLIP H (05/29/91)  425.32   (m)                       GP(       ) 4 1
 RZ1332  NGVD 29 (??/??/92)  444.294  (m)         1457.65   (f) ADJ UNCH    2 0
 RZ1332
 RZ1332.Superseded values are not recommended for survey control.
 RZ1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1332.See file dsdata.txt to determine how the superseded data were derived.
 RZ1332
 RZ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM2947482755(NAD 83)
 RZ1332_MARKER: DB = BENCH MARK DISK
 RZ1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1332_SP_SET: CONCRETE POST
 RZ1332_STAMPING: E 262 1944
 RZ1332_MARK LOGO: CGS   
 RZ1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1332+STABILITY: SURFACE MOTION
 RZ1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1332+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1990
 RZ1332
 RZ1332  HISTORY     - Date     Condition        Report By
 RZ1332  HISTORY     - 1944     MONUMENTED       CGS
 RZ1332  HISTORY     - 1968     GOOD             NGS
 RZ1332  HISTORY     - 19900306 GOOD             NGS
 RZ1332
 RZ1332                          STATION DESCRIPTION
 RZ1332
 RZ1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1332'2.45 MI SW FROM LA CROSSE.
 RZ1332'2.45 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD AND AN ASPHALT
 RZ1332'ROAD FROM THE STATION AT LA CROSSE, AT THE ENTRANCE ROAD TO LA CROSSE
 RZ1332'AIRPORT RANCH AVIATION, 50.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 150
 RZ1332'FEET SOUTHEAST AND ACROSS THE TRACK FROM THE ASPHALT ROAD, 30 FEET
 RZ1332'NORTHEAST OF THE CENTER LINE OF THE ENTRANCE ROAD, 128 FEET NORTHWEST
 RZ1332'OF THE NORTHWEST STEEL LEG OF A BEACON LIGHT TOWER, 5 1/2 FEET NORTH
 RZ1332'OF A TELEPHONE POLE, 5 FEET EAST OF A FENCE CORNER, 2.6 FEET SOUTHEAST
 RZ1332'OF A FENCE, 1.3 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 RZ1332'THAN THE ENTRANCE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RZ1332'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RZ1332
 RZ1332                          STATION RECOVERY (1990)
 RZ1332
 RZ1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RZ1332'THE STATION IS LOCATED ABOUT 53.1 KM (33.0 MI) WEST OF PULLMAN, 37.0
 RZ1332'KM (23.0 MI) SOUTH OF EWAN, 32.2 KM (20.0 MI) EAST OF WASHTUCNA AND
 RZ1332'AT THE LA CROSSE AIRPORT.
 RZ1332'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF MAIN AVENUE AND
 RZ1332'THIRD STREET IN LA CROSSE, GO WEST ON THIRD STREET, CROSSING THE
 RZ1332'RAILROAD TRACK FOR 0.16 KM (0.10 MI) TO AN OFFSET CROSS ROAD.  TURN
 RZ1332'LEFT AND GO SOUTHWEST ON LA CROSSE AIRPORT ROAD FOR 5.63 KM
 RZ1332'(3.50 MI) TO A SIDE ROAD LEFT. TURN LEFT, CROSSING THE RAILROAD
 RZ1332'TRACKS FOR 0.08 KM (0.05 MI) TO A GATE AND THE STATION ON THE LEFT.
 RZ1332'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 RZ1332'0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.  IT IS 38.7 M (127.0 FT)
 RZ1332'NORTH OF THE HANGAR, 15.2 M (49.9 FT) SOUTH OF THE SOUTH RAIL, 7.2 M
 RZ1332'(23.6 FT) WEST OF THE WEST GATE POST, 1.4 M (4.6 FT) WEST OF A POLE,
 RZ1332'0.8 M (2.6 FT) SOUTH OF THE FENCE AND 0.4 M (1.3 FT) EAST OF A
 RZ1332'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0845 ***********************************************************************
 SV0845  DESIGNATION -  E 263
 SV0845  PID         -  SV0845
 SV0845  STATE/COUNTY-  WA/SPOKANE
 SV0845  USGS QUAD   -  LANCE HILLS (1980)
 SV0845
 SV0845                         *CURRENT SURVEY CONTROL
 SV0845  ___________________________________________________________________
 SV0845* NAD 83(1986)-  47 27 33.     (N)    117 39 02.     (W)     SCALED    
 SV0845* NAVD 88     -       713.997  (meters)    2342.51   (feet)  ADJUSTED  
 SV0845  ___________________________________________________________________
 SV0845  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 SV0845  DYNAMIC HT  -         714.011 (meters)    2342.55  (feet)  COMP
 SV0845  MODELED GRAV-     980,608.7   (mgal)                       NAVD 88
 SV0845
 SV0845  VERT ORDER  -  FIRST     CLASS II
 SV0845
 SV0845.The horizontal coordinates were scaled from a topographic map and have
 SV0845.an estimated accuracy of +/- 6 seconds.
 SV0845
 SV0845.The orthometric height was determined by differential leveling
 SV0845.and adjusted by the National Geodetic Survey in June 1991..
 SV0845
 SV0845.The geoid height was determined by GEOID03.
 SV0845
 SV0845.The dynamic height is computed by dividing the NAVD 88
 SV0845.geopotential number by the normal gravity value computed on the
 SV0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0845.degrees latitude (g = 980.6199 gals.).
 SV0845
 SV0845.The modeled gravity was interpolated from observed gravity values.
 SV0845
 SV0845;                    North         East    Units  Estimated Accuracy
 SV0845;SPC WA N     -    56,010.      739,920.      MT  (+/- 180 meters Scaled)
 SV0845
 SV0845                          SUPERSEDED SURVEY CONTROL
 SV0845
 SV0845  NGVD 29 (??/??/92)  712.804  (m)         2338.59   (f) ADJ UNCH    1 2
 SV0845
 SV0845.Superseded values are not recommended for survey control.
 SV0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0845.See file dsdata.txt to determine how the superseded data were derived.
 SV0845
 SV0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN509563(NAD 83)
 SV0845_MARKER: DB = BENCH MARK DISK
 SV0845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0845_SP_SET: CULVERT
 SV0845_STAMPING: E 263 1944
 SV0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0845
 SV0845  HISTORY     - Date     Condition        Report By
 SV0845  HISTORY     - 1944     MONUMENTED       CGS
 SV0845  HISTORY     - 1965     GOOD             NGS
 SV0845
 SV0845                          STATION DESCRIPTION
 SV0845
 SV0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SV0845'4.2 MI SW FROM CHENEY.
 SV0845'ABOUT 4.2 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SV0845'STATION AT CHENEY, SET IN THE TOP OF THE NORTHEAST HEADWALL OF A 2
 SV0845'FOOT CONCRETE CULVERT AT RAILROAD MILEAGE 20.5, 7 RAILS NORTHEAST OF
 SV0845'BLOCK SIGNAL 20.5, 9 FEET NORTH OF THE NORTH RAIL, 2 FEET LOWER THAN
 SV0845'THE RAIL.
 SV0845
 SV0845                          STATION RECOVERY (1965)
 SV0845
 SV0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0679 ***********************************************************************
 SV0679  DESIGNATION -  E 264
 SV0679  PID         -  SV0679
 SV0679  STATE/COUNTY-  WA/SPOKANE
 SV0679  USGS QUAD   -  SPOKANE NE (1986)
 SV0679
 SV0679                         *CURRENT SURVEY CONTROL
 SV0679  ___________________________________________________________________
 SV0679* NAD 83(1986)-  47 40 49.     (N)    117 19 11.     (W)     SCALED    
 SV0679* NAVD 88     -       602.075  (meters)    1975.31   (feet)  ADJUSTED  
 SV0679  ___________________________________________________________________
 SV0679  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SV0679  DYNAMIC HT  -         602.114 (meters)    1975.44  (feet)  COMP
 SV0679  MODELED GRAV-     980,658.6   (mgal)                       NAVD 88
 SV0679
 SV0679  VERT ORDER  -  FIRST     CLASS II
 SV0679
 SV0679.This mark is at Felts Field Airport (SFF)
 SV0679
 SV0679.The horizontal coordinates were scaled from a topographic map and have
 SV0679.an estimated accuracy of +/- 6 seconds.
 SV0679
 SV0679.The orthometric height was determined by differential leveling
 SV0679.and adjusted by the National Geodetic Survey in June 1991..
 SV0679
 SV0679.The geoid height was determined by GEOID03.
 SV0679
 SV0679.The dynamic height is computed by dividing the NAVD 88
 SV0679.geopotential number by the normal gravity value computed on the
 SV0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0679.degrees latitude (g = 980.6199 gals.).
 SV0679
 SV0679.The modeled gravity was interpolated from observed gravity values.
 SV0679
 SV0679;                    North         East    Units  Estimated Accuracy
 SV0679;SPC WA N     -    81,660.      763,720.      MT  (+/- 180 meters Scaled)
 SV0679
 SV0679                          SUPERSEDED SURVEY CONTROL
 SV0679
 SV0679  NGVD 29 (??/??/92)  600.921  (m)         1971.52   (f) ADJ UNCH    1 2
 SV0679
 SV0679.Superseded values are not recommended for survey control.
 SV0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0679.See file dsdata.txt to determine how the superseded data were derived.
 SV0679
 SV0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN760808(NAD 83)
 SV0679_MARKER: DB = BENCH MARK DISK
 SV0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0679_SP_SET: PARAPET WALL
 SV0679_STAMPING: E 264 1944
 SV0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0679
 SV0679  HISTORY     - Date     Condition        Report By
 SV0679  HISTORY     - 1944     MONUMENTED       CGS
 SV0679  HISTORY     - 1965     GOOD             NGS
 SV0679  HISTORY     - 19960725 MARK NOT FOUND   CHANCE
 SV0679
 SV0679                          STATION DESCRIPTION
 SV0679
 SV0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0679'IN SPOKANE.
 SV0679'AT SPOKANE, SPOKANE COUNTY, AT FELTS FIELD, ON THE ROOF OF THE
 SV0679'ADMINISTRATION BUILDING, 55 FEET WEST OF THE WIND-SPEED INDICATOR, IN
 SV0679'THE TOP OF THE PARAPET WALL ALONG THE SOUTHWEST SIDE OF THE BUILDING,
 SV0679'AND ABOUT 22 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED E
 SV0679'264 1944.  NOTE-- IS 22 FEET WEST OF TRIANGULATION STATION SPOKAIR
 SV0679'1945 AND IN THE CONCRETE RIM 2 INCHES BELOW THE LEVEL OF THE TAR ROOF.
 SV0679
 SV0679                          STATION RECOVERY (1996)
 SV0679
 SV0679'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SV0679'THE STATION WAS NOT RECOVERED JULY 25, 1996.  THE STATION LOCATION HAS
 SV0679'BEEN COVERED BY NEW RAIN GUTTERS AND TAR.  STATION IS PROBABLY STILL
 SV0679'INTACT BUT IS CURRENTLY NOT ACCESSIBLE.  MONUMENT SEARCH LASTED 0.5
 SV0679'MAN-HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0725 ***********************************************************************
 SV0725  DESIGNATION -  E 265
 SV0725  PID         -  SV0725
 SV0725  STATE/COUNTY-  WA/SPOKANE
 SV0725  USGS QUAD   -  DEER PARK (1973)
 SV0725
 SV0725                         *CURRENT SURVEY CONTROL
 SV0725  ___________________________________________________________________
 SV0725* NAD 83(1986)-  47 58 01.     (N)    117 25 08.     (W)     SCALED    
 SV0725* NAVD 88     -       666.318  (meters)    2186.08   (feet)  ADJUSTED  
 SV0725  ___________________________________________________________________
 SV0725  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 SV0725  DYNAMIC HT  -         666.369 (meters)    2186.25  (feet)  COMP
 SV0725  MODELED GRAV-     980,666.8   (mgal)                       NAVD 88
 SV0725
 SV0725  VERT ORDER  -  FIRST     CLASS II
 SV0725
 SV0725.This mark is at Deer Park Airport (07S)
 SV0725
 SV0725.The horizontal coordinates were scaled from a topographic map and have
 SV0725.an estimated accuracy of +/- 6 seconds.
 SV0725
 SV0725.The orthometric height was determined by differential leveling
 SV0725.and adjusted by the National Geodetic Survey in June 1991..
 SV0725
 SV0725.The geoid height was determined by GEOID03.
 SV0725
 SV0725.The dynamic height is computed by dividing the NAVD 88
 SV0725.geopotential number by the normal gravity value computed on the
 SV0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0725.degrees latitude (g = 980.6199 gals.).
 SV0725
 SV0725.The modeled gravity was interpolated from observed gravity values.
 SV0725
 SV0725;                    North         East    Units  Estimated Accuracy
 SV0725;SPC WA N     -   113,160.      754,870.      MT  (+/- 180 meters Scaled)
 SV0725
 SV0725                          SUPERSEDED SURVEY CONTROL
 SV0725
 SV0725  NGVD 29 (??/??/92)  665.125  (m)         2182.16   (f) ADJ UNCH    1 2
 SV0725
 SV0725.Superseded values are not recommended for survey control.
 SV0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0725.See file dsdata.txt to determine how the superseded data were derived.
 SV0725
 SV0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP687127(NAD 83)
 SV0725_MARKER: DB = BENCH MARK DISK
 SV0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0725_SP_SET: CATCH BASIN
 SV0725_STAMPING: E 265 1944
 SV0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0725
 SV0725  HISTORY     - Date     Condition        Report By
 SV0725  HISTORY     - 1944     MONUMENTED       CGS
 SV0725  HISTORY     - 19960727 MARK NOT FOUND   CHANCE
 SV0725
 SV0725                          STATION DESCRIPTION
 SV0725
 SV0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SV0725'3.4 MI NE FROM DEER PARK.
 SV0725'ABOUT 3.4 MILES EAST AND NORTH ALONG CRAWFORD AVENUE AND THE AIRPORT
 SV0725'ROAD FROM THE POST OFFICE AT DEER PARK, 0.6 MILE EAST OF THE AIRPORT
 SV0725'ADMINISTRATION BUILDING, 60 FEET NORTHWEST OF THE CENTER OF THE
 SV0725'INTERSECTION OF THE NORTHEAST-SOUTHWEST RUNWAY WITH THE
 SV0725'SOUTHEAST-NORTHWEST RUNWAY, 23 FEET NORTH OF THE CENTER OF THE EAST
 SV0725'WEST RUNWAY, SET IN THE SOUTH EDGE OF A CONCRETE CATCH BASIN.
 SV0725
 SV0725                          STATION RECOVERY (1996)
 SV0725
 SV0725'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SV0725'THE STATION WAS NOT RECOVERED JULY 27, 1996.  THE RUNWAYS ARE MUCH
 SV0725'WIDER THAN REFERENCED IN THE 1944 DESCRIPTION AND NO DRAIN INLETS
 SV0725'EXIST IN THE AREA DESCRIBED -- MONUMENT PRESUMED LOST WHEN RUNWAYS
 SV0725'WERE WIDENED.  MONUMENT SEARCH LASTED 1.5 MAN HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1157 ***********************************************************************
 SA1157  DESIGNATION -  E 267
 SA1157  PID         -  SA1157
 SA1157  STATE/COUNTY-  WA/BENTON
 SA1157  USGS QUAD   -  WEBBER CANYON (1965)
 SA1157
 SA1157                         *CURRENT SURVEY CONTROL
 SA1157  ___________________________________________________________________
 SA1157* NAD 83(1986)-  46 09 25.     (N)    119 27 15.     (W)     SCALED    
 SA1157* NAVD 88     -       459.942  (meters)    1508.99   (feet)  ADJUSTED  
 SA1157  ___________________________________________________________________
 SA1157  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SA1157  DYNAMIC HT  -         459.942 (meters)    1508.99  (feet)  COMP
 SA1157  MODELED GRAV-     980,600.5   (mgal)                       NAVD 88
 SA1157
 SA1157  VERT ORDER  -  SECOND    CLASS 0
 SA1157
 SA1157.The horizontal coordinates were scaled from a topographic map and have
 SA1157.an estimated accuracy of +/- 6 seconds.
 SA1157
 SA1157.The orthometric height was determined by differential leveling
 SA1157.and adjusted by the National Geodetic Survey in June 1991..
 SA1157
 SA1157.The geoid height was determined by GEOID03.
 SA1157
 SA1157.The dynamic height is computed by dividing the NAVD 88
 SA1157.geopotential number by the normal gravity value computed on the
 SA1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1157.degrees latitude (g = 980.6199 gals.).
 SA1157
 SA1157.The modeled gravity was interpolated from observed gravity values.
 SA1157
 SA1157;                    North         East    Units  Estimated Accuracy
 SA1157;SPC WA S     -    92,080.      580,780.      MT  (+/- 180 meters Scaled)
 SA1157
 SA1157                          SUPERSEDED SURVEY CONTROL
 SA1157
 SA1157  NGVD 29 (??/??/92)  458.899  (m)         1505.57   (f) ADJ UNCH    2 0
 SA1157
 SA1157.Superseded values are not recommended for survey control.
 SA1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1157.See file dsdata.txt to determine how the superseded data were derived.
 SA1157
 SA1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM105144(NAD 83)
 SA1157_MARKER: DB = BENCH MARK DISK
 SA1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1157_STAMPING: E 267 1950
 SA1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1157+STABILITY: SURFACE MOTION
 SA1157
 SA1157  HISTORY     - Date     Condition        Report By
 SA1157  HISTORY     - 1950     MONUMENTED       CGS
 SA1157
 SA1157                          STATION DESCRIPTION
 SA1157
 SA1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1157'9.5 MI S FROM KIONA.
 SA1157'ABOUT 3.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SA1157'STATION AT KIONA, THENCE 6.5 MILES SOUTH ALONG A TRACK AND ASPHALT
 SA1157'ROAD, AT A ROAD CROSSING, AT A RANCH HOUSE, 66 YARDS SOUTH OF THE
 SA1157'CENTER OF THE INTERSECTION, 84.0 FEET SOUTHEAST OF THE SOUTHEAST
 SA1157'CORNER OF THE RANCH HOUSE, 31.5 FEET WEST OF THE CENTER LINE OF THE
 SA1157'ROAD, 3.0 FEET WEST OF A POWER LINE POLE, 2.6 FEET EAST OF A WITNESS
 SA1157'POST, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SA1157'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1396 ***********************************************************************
 SA1396  DESIGNATION -  E 268
 SA1396  PID         -  SA1396
 SA1396  STATE/COUNTY-  WA/BENTON
 SA1396  USGS QUAD   -  WHITSTRAN NE (1965)
 SA1396
 SA1396                         *CURRENT SURVEY CONTROL
 SA1396  ___________________________________________________________________
 SA1396* NAD 83(1986)-  46 09 26.     (N)    119 36 02.     (W)     SCALED    
 SA1396* NAVD 88     -       368.638  (meters)    1209.44   (feet)  ADJUSTED  
 SA1396  ___________________________________________________________________
 SA1396  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA1396  DYNAMIC HT  -         368.638 (meters)    1209.44  (feet)  COMP
 SA1396  MODELED GRAV-     980,606.5   (mgal)                       NAVD 88
 SA1396
 SA1396  VERT ORDER  -  SECOND    CLASS 0
 SA1396
 SA1396.The horizontal coordinates were scaled from a topographic map and have
 SA1396.an estimated accuracy of +/- 6 seconds.
 SA1396
 SA1396.The orthometric height was determined by differential leveling
 SA1396.and adjusted by the National Geodetic Survey in June 1991..
 SA1396
 SA1396.The geoid height was determined by GEOID03.
 SA1396
 SA1396.The dynamic height is computed by dividing the NAVD 88
 SA1396.geopotential number by the normal gravity value computed on the
 SA1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1396.degrees latitude (g = 980.6199 gals.).
 SA1396
 SA1396.The modeled gravity was interpolated from observed gravity values.
 SA1396
 SA1396;                    North         East    Units  Estimated Accuracy
 SA1396;SPC WA S     -    91,970.      569,470.      MT  (+/- 180 meters Scaled)
 SA1396
 SA1396                          SUPERSEDED SURVEY CONTROL
 SA1396
 SA1396  NGVD 29 (??/??/92)  367.582  (m)         1205.98   (f) ADJ UNCH    2 0
 SA1396
 SA1396.Superseded values are not recommended for survey control.
 SA1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1396.See file dsdata.txt to determine how the superseded data were derived.
 SA1396
 SA1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM992148(NAD 83)
 SA1396_MARKER: DB = BENCH MARK DISK
 SA1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1396_STAMPING: E 268 1950
 SA1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1396+STABILITY: SURFACE MOTION
 SA1396
 SA1396  HISTORY     - Date     Condition        Report By
 SA1396  HISTORY     - 1950     MONUMENTED       CGS
 SA1396  HISTORY     - 1982     GOOD             NGS
 SA1396
 SA1396                          STATION DESCRIPTION
 SA1396
 SA1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1396'12.0 MI SE FROM PROSSER.
 SA1396'12.0 MILES SOUTHEAST ALONG STATE HIGHWAY 8 E FROM THE PROSSER JUNIOR
 SA1396'HIGH SCHOOL, AT A DIRT ROAD CROSSING, 82.0 FEET EAST OF THE CENTER
 SA1396'LINE OF THE HIGHWAY, 11.0 FEET NORTH OF THE CENTER LINE OF AN
 SA1396'EAST-WEST DIRT ROAD, 3.5 FEET EAST OF A GUYED POWER LINE POLE, 2.3
 SA1396'FEET WEST OF A WITNESS POST, 2.0 FEET HIGHER THAN THE HIGHWAY, AND SET
 SA1396'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 SA1396
 SA1396                          STATION RECOVERY (1982)
 SA1396
 SA1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA1396'0.64 KM (0.4 MI) SOUTHWEST ALONG SEVENTH STREET FROM THE INTERSECTION
 SA1396'OF BENNETT AVE. AT THE RAILROAD STATION IN PROSSER THENCE LEFT 1.29
 SA1396'KM (0.8 MI) SOUTH ALONG PATTERSON AVE. TO THE JUNCTION OF STATE
 SA1396'HIGHWAYS 22 AND 221, THENCE SOUTH ALONG STATE HIGHWAY 221 FOR 17.38
 SA1396'KM (10.8 MI) TO THE MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION
 SA1396'OF CEMETARY ROAD. 24.7 M (81 FT) EAST OF THE CENTER OF THE HIGHWAY
 SA1396'4.3 M (14 FT.) NORTH OF THE CENTER OF CEMETARY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2524 ***********************************************************************
 SA2524  DESIGNATION -  E 268 RESET
 SA2524  PID         -  SA2524
 SA2524  STATE/COUNTY-  WA/BENTON
 SA2524  USGS QUAD   -  WHITSTRAN NE (1965)
 SA2524
 SA2524                         *CURRENT SURVEY CONTROL
 SA2524  ___________________________________________________________________
 SA2524* NAD 83(1986)-  46 09 26.     (N)    119 36 02.     (W)     SCALED    
 SA2524* NAVD 88     -       368.40   (meters)    1208.7    (feet)  RESET     
 SA2524  ___________________________________________________________________
 SA2524  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA2524
 SA2524  VERT ORDER  -  THIRD
 SA2524
 SA2524.The horizontal coordinates were scaled from a topographic map and have
 SA2524.an estimated accuracy of +/- 6 seconds.
 SA2524
 SA2524.The orthometric height was computed from unverified reset data.
 SA2524.No vertical observational check was made to the station.
 SA2524
 SA2524.The geoid height was determined by GEOID03.
 SA2524
 SA2524;                    North         East    Units  Estimated Accuracy
 SA2524;SPC WA S     -    91,970.      569,470.      MT  (+/- 180 meters Scaled)
 SA2524
 SA2524                          SUPERSEDED SURVEY CONTROL
 SA2524
 SA2524  NGVD 29 (12/17/02)  367.34   (m)         1205.2    (f) RESET       3  
 SA2524
 SA2524.Superseded values are not recommended for survey control.
 SA2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2524.See file dsdata.txt to determine how the superseded data were derived.
 SA2524
 SA2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM992148(NAD 83)
 SA2524_MARKER: DB = BENCH MARK DISK
 SA2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2524_SP_SET: CONCRETE POST
 SA2524_STAMPING: E 268 RESET 1985
 SA2524_MARK LOGO: NGS   
 SA2524_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2524+STABILITY: SURFACE MOTION
 SA2524
 SA2524  HISTORY     - Date     Condition        Report By
 SA2524  HISTORY     - 1985     MONUMENTED       NGS
 SA2524
 SA2524                          STATION DESCRIPTION
 SA2524
 SA2524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 SA2524'19.31 KM (12.00 MI) SOUTH AND EAST ALONG CITY STREETS AND STATE
 SA2524'HIGHWAY 221 FROM THE JR HIGH SCHOOL IN PROSSER TO A CROSSROAD AND THE
 SA2524'MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION, 25 M (82.0 FT) EAST
 SA2524'OF THE CENTER OF THE STATE HIGHWAY 221, 17 M (55.8 FT) NORTH OF THE
 SA2524'CENTER OF THE SECTION LINE ROAD 1 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0241 ***********************************************************************
 SD0241  DESIGNATION -  E 27
 SD0241  PID         -  SD0241
 SD0241  STATE/COUNTY-  WA/JEFFERSON
 SD0241  USGS QUAD   -  QUEETS (1982)
 SD0241
 SD0241                         *CURRENT SURVEY CONTROL
 SD0241  ___________________________________________________________________
 SD0241* NAD 83(1986)-  47 33 57.     (N)    124 21 35.     (W)     SCALED    
 SD0241* NAVD 88     -        21.088  (meters)      69.19   (feet)  ADJUSTED  
 SD0241  ___________________________________________________________________
 SD0241  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SD0241  DYNAMIC HT  -          21.092 (meters)      69.20  (feet)  COMP
 SD0241  MODELED GRAV-     980,803.6   (mgal)                       NAVD 88
 SD0241
 SD0241  VERT ORDER  -  FIRST     CLASS II
 SD0241
 SD0241.The horizontal coordinates were scaled from a topographic map and have
 SD0241.an estimated accuracy of +/- 6 seconds.
 SD0241
 SD0241.The orthometric height was determined by differential leveling
 SD0241.and adjusted by the National Geodetic Survey in June 1991..
 SD0241
 SD0241.The geoid height was determined by GEOID03.
 SD0241
 SD0241.The dynamic height is computed by dividing the NAVD 88
 SD0241.geopotential number by the normal gravity value computed on the
 SD0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0241.degrees latitude (g = 980.6199 gals.).
 SD0241
 SD0241.The modeled gravity was interpolated from observed gravity values.
 SD0241
 SD0241;                    North         East    Units  Estimated Accuracy
 SD0241;SPC WA N     -    68,990.      234,740.      MT  (+/- 180 meters Scaled)
 SD0241
 SD0241                          SUPERSEDED SURVEY CONTROL
 SD0241
 SD0241  NGVD 29 (??/??/92)   20.050  (m)           65.78   (f) ADJ UNCH    1 2
 SD0241
 SD0241.Superseded values are not recommended for survey control.
 SD0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0241.See file dsdata.txt to determine how the superseded data were derived.
 SD0241
 SD0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT977689(NAD 83)
 SD0241_MARKER: DB = BENCH MARK DISK
 SD0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0241_STAMPING: 65.220 E 27 1933
 SD0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0241+STABILITY: SURFACE MOTION
 SD0241
 SD0241  HISTORY     - Date     Condition        Report By
 SD0241  HISTORY     - 1933     MONUMENTED       CGS
 SD0241  HISTORY     - 1974     MARK NOT FOUND   NGS
 SD0241
 SD0241                          STATION DESCRIPTION
 SD0241
 SD0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0241'2.4 MI N FROM QUEETS.
 SD0241'2.4 MILES NORTH ALONG U.S. HIGHWAY 101 FROM QUEETS, JEFFERSON COUNTY,
 SD0241'2.9 MILES SOUTH OF THE STATION AT KALALOCH, ON A TANGENT, 95 FEET EAST
 SD0241'OF THE MAIN ENTRANCE TO THE A. ASHENBRENNER STANDARD OIL SERVICE
 SD0241'STATION, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 80 FEET SOUTH
 SD0241'OF POLE 1636, IN LINE WITH A ROW OF POLES, AND 3 FEET HIGHER THAN THE
 SD0241'PAVEMENT.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 SD0241'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1137 ***********************************************************************
 SA1137  DESIGNATION -  E 270
 SA1137  PID         -  SA1137
 SA1137  STATE/COUNTY-  WA/BENTON
 SA1137  USGS QUAD   -  WEBBER CANYON (1965)
 SA1137
 SA1137                         *CURRENT SURVEY CONTROL
 SA1137  ___________________________________________________________________
 SA1137* NAD 83(1986)-  46 07 48.     (N)    119 29 46.     (W)     SCALED    
 SA1137* NAVD 88     -       414.571  (meters)    1360.14   (feet)  ADJUSTED  
 SA1137  ___________________________________________________________________
 SA1137  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SA1137  DYNAMIC HT  -         414.567 (meters)    1360.13  (feet)  COMP
 SA1137  MODELED GRAV-     980,594.9   (mgal)                       NAVD 88
 SA1137
 SA1137  VERT ORDER  -  SECOND    CLASS 0
 SA1137
 SA1137.The horizontal coordinates were scaled from a topographic map and have
 SA1137.an estimated accuracy of +/- 6 seconds.
 SA1137
 SA1137.The orthometric height was determined by differential leveling
 SA1137.and adjusted by the National Geodetic Survey in June 1991..
 SA1137
 SA1137.The geoid height was determined by GEOID03.
 SA1137
 SA1137.The dynamic height is computed by dividing the NAVD 88
 SA1137.geopotential number by the normal gravity value computed on the
 SA1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1137.degrees latitude (g = 980.6199 gals.).
 SA1137
 SA1137.The modeled gravity was interpolated from observed gravity values.
 SA1137
 SA1137;                    North         East    Units  Estimated Accuracy
 SA1137;SPC WA S     -    89,040.      577,580.      MT  (+/- 180 meters Scaled)
 SA1137
 SA1137                          SUPERSEDED SURVEY CONTROL
 SA1137
 SA1137  NGVD 29 (??/??/92)  413.523  (m)         1356.70   (f) ADJ UNCH    2 0
 SA1137
 SA1137.Superseded values are not recommended for survey control.
 SA1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1137.See file dsdata.txt to determine how the superseded data were derived.
 SA1137
 SA1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM071115(NAD 83)
 SA1137_MARKER: DB = BENCH MARK DISK
 SA1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1137_STAMPING: E 270 1950
 SA1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1137+STABILITY: SURFACE MOTION
 SA1137
 SA1137  HISTORY     - Date     Condition        Report By
 SA1137  HISTORY     - 1950     MONUMENTED       CGS
 SA1137  HISTORY     - 1976     GOOD             NGS
 SA1137
 SA1137                          STATION DESCRIPTION
 SA1137
 SA1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1137'13.4 MI S FROM KIONA.
 SA1137'3.0 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SA1137'AT KIONA, THENCE 8.4 MILES SOUTHEAST ALONG A TRACK AND ASPHALT ROAD,
 SA1137'THENCE 2.0 MILES WEST ALONG SELLARDS ROAD, AT A T JUNCTION OF A DIM
 SA1137'TRACK ROAD LEADING SOUTH, 56.0 FEET NORTHWEST OF THE CENTER OF THE
 SA1137'JUNCTION, 50.0 FEET NORTH OF THE CENTER LINE OF SELLARDS ROAD, 3.5
 SA1137'FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 SA1137'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SA1137
 SA1137                          STATION RECOVERY (1976)
 SA1137
 SA1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SA1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1026 ***********************************************************************
 RZ1026  DESIGNATION -  E 271
 RZ1026  PID         -  RZ1026
 RZ1026  STATE/COUNTY-  WA/ASOTIN
 RZ1026  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ1026
 RZ1026                         *CURRENT SURVEY CONTROL
 RZ1026  ___________________________________________________________________
 RZ1026* NAD 83(1986)-  46 04 01.     (N)    116 59 09.     (W)     SCALED    
 RZ1026* NAVD 88     -       257.144  (meters)     843.65   (feet)  ADJUSTED  
 RZ1026  ___________________________________________________________________
 RZ1026  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 RZ1026  DYNAMIC HT  -         257.096 (meters)     843.49  (feet)  COMP
 RZ1026  MODELED GRAV-     980,428.0   (mgal)                       NAVD 88
 RZ1026
 RZ1026  VERT ORDER  -  SECOND    CLASS 0
 RZ1026
 RZ1026.The horizontal coordinates were scaled from a topographic map and have
 RZ1026.an estimated accuracy of +/- 6 seconds.
 RZ1026
 RZ1026.The orthometric height was determined by differential leveling
 RZ1026.and adjusted by the National Geodetic Survey in June 1991..
 RZ1026
 RZ1026.The geoid height was determined by GEOID03.
 RZ1026
 RZ1026.The dynamic height is computed by dividing the NAVD 88
 RZ1026.geopotential number by the normal gravity value computed on the
 RZ1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1026.degrees latitude (g = 980.6199 gals.).
 RZ1026
 RZ1026.The modeled gravity was interpolated from observed gravity values.
 RZ1026
 RZ1026;                    North         East    Units  Estimated Accuracy
 RZ1026;SPC WA S     -    87,600.      771,790.      MT  (+/- 180 meters Scaled)
 RZ1026
 RZ1026                          SUPERSEDED SURVEY CONTROL
 RZ1026
 RZ1026  NGVD 29 (??/??/92)  256.067  (m)          840.11   (f) ADJ UNCH    2 0
 RZ1026
 RZ1026.Superseded values are not recommended for survey control.
 RZ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1026.See file dsdata.txt to determine how the superseded data were derived.
 RZ1026
 RZ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM010014(NAD 83)
 RZ1026_MARKER: DB = BENCH MARK DISK
 RZ1026_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1026_SP_SET: BEDROCK
 RZ1026_STAMPING: E 271 1945
 RZ1026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1026+STABILITY: POSITION/ELEVATION WELL
 RZ1026
 RZ1026  HISTORY     - Date     Condition        Report By
 RZ1026  HISTORY     - 1945     MONUMENTED       CGS
 RZ1026  HISTORY     - 1946     GOOD             NGS
 RZ1026
 RZ1026                          STATION DESCRIPTION
 RZ1026
 RZ1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ1026'1.1 MI N FROM ROGERSBURG.
 RZ1026'ABOUT 1.1 MILE NORTH ALONG THE GRANDE RONDE RIVER FROM THE POST OFFICE
 RZ1026'AT ROGERSBURG, SET ON THE WEST BANK OF THE RIVER, ABOUT 10 FEET BELOW
 RZ1026'ROAD LEVEL, ABOUT 10 FEET EAST OF THE CENTERLINE OF THE ROAD, A
 RZ1026'STANDARD DISK SET IN TOP OF BEDROCK ABOUT 1 FOOT LOWER THAN HIGH WATER
 RZ1026'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1050 ***********************************************************************
 RZ1050  DESIGNATION -  E 272
 RZ1050  PID         -  RZ1050
 RZ1050  STATE/COUNTY-  WA/ASOTIN
 RZ1050  USGS QUAD   -  MOUNTAIN VIEW (1995)
 RZ1050
 RZ1050                         *CURRENT SURVEY CONTROL
 RZ1050  ___________________________________________________________________
 RZ1050* NAD 83(1986)-  46 02 08.     (N)    117 16 19.     (W)     SCALED    
 RZ1050* NAVD 88     -       391.440  (meters)    1284.25   (feet)  ADJUSTED  
 RZ1050  ___________________________________________________________________
 RZ1050  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 RZ1050  DYNAMIC HT  -         391.392 (meters)    1284.09  (feet)  COMP
 RZ1050  MODELED GRAV-     980,481.3   (mgal)                       NAVD 88
 RZ1050
 RZ1050  VERT ORDER  -  SECOND    CLASS 0
 RZ1050
 RZ1050.The horizontal coordinates were scaled from a topographic map and have
 RZ1050.an estimated accuracy of +/- 6 seconds.
 RZ1050
 RZ1050.The orthometric height was determined by differential leveling
 RZ1050.and adjusted by the National Geodetic Survey in June 1991..
 RZ1050
 RZ1050.The geoid height was determined by GEOID03.
 RZ1050
 RZ1050.The dynamic height is computed by dividing the NAVD 88
 RZ1050.geopotential number by the normal gravity value computed on the
 RZ1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1050.degrees latitude (g = 980.6199 gals.).
 RZ1050
 RZ1050.The modeled gravity was interpolated from observed gravity values.
 RZ1050
 RZ1050;                    North         East    Units  Estimated Accuracy
 RZ1050;SPC WA S     -    83,170.      749,820.      MT  (+/- 180 meters Scaled)
 RZ1050
 RZ1050                          SUPERSEDED SURVEY CONTROL
 RZ1050
 RZ1050  NGVD 29 (??/??/92)  390.368  (m)         1280.73   (f) ADJ UNCH    2 0
 RZ1050
 RZ1050.Superseded values are not recommended for survey control.
 RZ1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1050.See file dsdata.txt to determine how the superseded data were derived.
 RZ1050
 RZ1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML789980(NAD 83)
 RZ1050_MARKER: DB = BENCH MARK DISK
 RZ1050_SETTING: 80 = SET IN A BOULDER
 RZ1050_SP_SET: BOULDER
 RZ1050_STAMPING: E 272 1945
 RZ1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1050+STABILITY: SURFACE MOTION
 RZ1050
 RZ1050  HISTORY     - Date     Condition        Report By
 RZ1050  HISTORY     - 1945     MONUMENTED       CGS
 RZ1050  HISTORY     - 1971     MARK NOT FOUND   USGS
 RZ1050
 RZ1050                          STATION DESCRIPTION
 RZ1050
 RZ1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RZ1050'16.2 MI NE FROM TROY, OR.
 RZ1050'16.2 MILES NORTHEAST OF TROY POST OFFICE, ALONG TROY-ANATONE ROAD, 0.2
 RZ1050'MILE SOUTHWEST OF A FARM HOUSE, 0.1 MILE NORTHEAST OF A GATE TO A
 RZ1050'FIELD, 36.3 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.3 FEET WEST
 RZ1050'OF A 6 INCH BLAZED PINE TREE, A BRONZE DISK, SET IN A DRILL HOLE IN
 RZ1050'THE TOP OF A 2-2 FOOT BOULDER, 18 INCHES ABOVE THE SURFACE OF THE
 RZ1050'GROUND AND ABOUT LEVEL WITH THE ROAD.  NOTE-- AREA HAD BE LEVELED TO
 RZ1050'MAKE A CAMPING FACILITY.
 RZ1050
 RZ1050                          STATION RECOVERY (1971)
 RZ1050
 RZ1050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RZ1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0755 ***********************************************************************
 SB0755  DESIGNATION -  E 273
 SB0755  PID         -  SB0755
 SB0755  STATE/COUNTY-  WA/LEWIS
 SB0755  USGS QUAD   -  TOWER ROCK (1994)
 SB0755
 SB0755                         *CURRENT SURVEY CONTROL
 SB0755  ___________________________________________________________________
 SB0755* NAD 83(1986)-  46 26 07.     (N)    121 45 57.     (W)     SCALED    
 SB0755* NAVD 88     -       484.561  (meters)    1589.76   (feet)  ADJUSTED  
 SB0755  ___________________________________________________________________
 SB0755  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 SB0755  DYNAMIC HT  -         484.538 (meters)    1589.69  (feet)  COMP
 SB0755  MODELED GRAV-     980,554.4   (mgal)                       NAVD 88
 SB0755
 SB0755  VERT ORDER  -  SECOND    CLASS 0
 SB0755
 SB0755.The horizontal coordinates were scaled from a topographic map and have
 SB0755.an estimated accuracy of +/- 6 seconds.
 SB0755
 SB0755.The orthometric height was determined by differential leveling
 SB0755.and adjusted by the National Geodetic Survey in June 1991..
 SB0755
 SB0755.The geoid height was determined by GEOID03.
 SB0755
 SB0755.The dynamic height is computed by dividing the NAVD 88
 SB0755.geopotential number by the normal gravity value computed on the
 SB0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0755.degrees latitude (g = 980.6199 gals.).
 SB0755
 SB0755.The modeled gravity was interpolated from observed gravity values.
 SB0755
 SB0755;                    North         East    Units  Estimated Accuracy
 SB0755;SPC WA S     -   123,260.      402,730.      MT  (+/- 180 meters Scaled)
 SB0755
 SB0755                          SUPERSEDED SURVEY CONTROL
 SB0755
 SB0755  NGVD 29 (??/??/92)  483.457  (m)         1586.14   (f) ADJ UNCH    2 0
 SB0755
 SB0755.Superseded values are not recommended for survey control.
 SB0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0755.See file dsdata.txt to determine how the superseded data were derived.
 SB0755
 SB0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES948431(NAD 83)
 SB0755_MARKER: DB = BENCH MARK DISK
 SB0755_SETTING: 66 = SET IN ROCK OUTCROP
 SB0755_SP_SET: OUTCROP
 SB0755_STAMPING: E273 1946
 SB0755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0755+STABILITY: POSITION/ELEVATION WELL
 SB0755
 SB0755  HISTORY     - Date     Condition        Report By
 SB0755  HISTORY     - 1946     MONUMENTED       CGS
 SB0755  HISTORY     - 1968     MARK NOT FOUND   NGS
 SB0755
 SB0755                          STATION DESCRIPTION
 SB0755
 SB0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0755'15.4 MI SE FROM RANDLE.
 SB0755'0.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0755'THENCE 9.3 MILES SOUTHEAST ALONG THE RANDLE-CISPUS COUNTY ROAD, THENCE
 SB0755'6.0 MILES SOUTHEAST ALONG THE TROUT LAKE FOREST SERVICE ROAD, SET IN A
 SB0755'ROCK OUTCROP, 70 FEET WEST OF A WOODEN BRIDGE OVER HORSE CREEK, IN THE
 SB0755'SOUTHWEST CORNER OF OUTCROP, 25 FEET SOUTH OF THE CENTER LINE OF THE
 SB0755'ROAD, 7 FEET NORTH OF A TELEPHONE POLE, AND ABOUT 1 FOOT ABOVE THE
 SB0755'ROAD GRADE.
 SB0755
 SB0755                          STATION RECOVERY (1968)
 SB0755
 SB0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SB0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0626 ***********************************************************************
 SB0626  DESIGNATION -  E 275
 SB0626  PID         -  SB0626
 SB0626  STATE/COUNTY-  WA/KLICKITAT
 SB0626  USGS QUAD   -  OUTLET FALLS (1970)
 SB0626
 SB0626                         *CURRENT SURVEY CONTROL
 SB0626  ___________________________________________________________________
 SB0626* NAD 83(1986)-  46 00 59.     (N)    121 10 57.     (W)     SCALED    
 SB0626* NAVD 88     -       539.067  (meters)    1768.59   (feet)  ADJUSTED  
 SB0626  ___________________________________________________________________
 SB0626  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 SB0626  DYNAMIC HT  -         539.019 (meters)    1768.43  (feet)  COMP
 SB0626  MODELED GRAV-     980,510.0   (mgal)                       NAVD 88
 SB0626
 SB0626  VERT ORDER  -  SECOND    CLASS 0
 SB0626
 SB0626.The horizontal coordinates were scaled from a topographic map and have
 SB0626.an estimated accuracy of +/- 6 seconds.
 SB0626
 SB0626.The orthometric height was determined by differential leveling
 SB0626.and adjusted by the National Geodetic Survey in June 1991..
 SB0626
 SB0626.The geoid height was determined by GEOID03.
 SB0626
 SB0626.The dynamic height is computed by dividing the NAVD 88
 SB0626.geopotential number by the normal gravity value computed on the
 SB0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0626.degrees latitude (g = 980.6199 gals.).
 SB0626
 SB0626.The modeled gravity was interpolated from observed gravity values.
 SB0626
 SB0626;                    North         East    Units  Estimated Accuracy
 SB0626;SPC WA S     -    76,150.      447,150.      MT  (+/- 180 meters Scaled)
 SB0626
 SB0626                          SUPERSEDED SURVEY CONTROL
 SB0626
 SB0626  NGVD 29 (??/??/92)  537.951  (m)         1764.93   (f) ADJ UNCH    2 0
 SB0626
 SB0626.Superseded values are not recommended for survey control.
 SB0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0626.See file dsdata.txt to determine how the superseded data were derived.
 SB0626
 SB0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR406974(NAD 83)
 SB0626_MARKER: DB = BENCH MARK DISK
 SB0626_SETTING: 80 = SET IN A BOULDER
 SB0626_SP_SET: BOULDER
 SB0626_STAMPING: E 275 1946
 SB0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0626+STABILITY: SURFACE MOTION
 SB0626
 SB0626  HISTORY     - Date     Condition        Report By
 SB0626  HISTORY     - 1946     MONUMENTED       CGS
 SB0626
 SB0626                          STATION DESCRIPTION
 SB0626
 SB0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0626'5.1 MI E FROM GLENWOOD.
 SB0626'0.7 MILE SOUTHEAST ALONG AN OILED COUNTY ROAD FROM THE SCHOOL AT
 SB0626'GLENWOOD, 4.4 MILES EAST ALONG THE GOLDENDALE ROAD, SET IN THE TOP OF
 SB0626'A LARGE BOULDER, AT THE TOP OF THE SOUTH BANK OF OUTLET CREEK, AT A
 SB0626'LOGGING RAILROAD CROSSING, 180 FEET EAST OF THE SOUTH END OF A WOODEN
 SB0626'RAILROAD BRIDGE, 75 FEET NORTH OF THE CENTERLINE OF THE ROAD, 6 FEET
 SB0626'NORTH OF A REFERENCE POST, AND LEVEL WITH THE ROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0494 ***********************************************************************
 SB0494  DESIGNATION -  E 277
 SB0494  PID         -  SB0494
 SB0494  STATE/COUNTY-  WA/YAKIMA
 SB0494  USGS QUAD   -  FORT SIMCOE (1958)
 SB0494
 SB0494                         *CURRENT SURVEY CONTROL
 SB0494  ___________________________________________________________________
 SB0494* NAD 83(1986)-  46 17 05.     (N)    120 45 24.     (W)     SCALED    
 SB0494* NAVD 88     -       507.293  (meters)    1664.34   (feet)  ADJUSTED  
 SB0494  ___________________________________________________________________
 SB0494  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 SB0494  DYNAMIC HT  -         507.269 (meters)    1664.27  (feet)  COMP
 SB0494  MODELED GRAV-     980,551.6   (mgal)                       NAVD 88
 SB0494
 SB0494  VERT ORDER  -  SECOND    CLASS 0
 SB0494
 SB0494.The horizontal coordinates were scaled from a topographic map and have
 SB0494.an estimated accuracy of +/- 6 seconds.
 SB0494
 SB0494.The orthometric height was determined by differential leveling
 SB0494.and adjusted by the National Geodetic Survey in June 1991..
 SB0494
 SB0494.The geoid height was determined by GEOID03.
 SB0494
 SB0494.The dynamic height is computed by dividing the NAVD 88
 SB0494.geopotential number by the normal gravity value computed on the
 SB0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0494.degrees latitude (g = 980.6199 gals.).
 SB0494
 SB0494.The modeled gravity was interpolated from observed gravity values.
 SB0494
 SB0494;                    North         East    Units  Estimated Accuracy
 SB0494;SPC WA S     -   105,780.      480,220.      MT  (+/- 180 meters Scaled)
 SB0494
 SB0494                          SUPERSEDED SURVEY CONTROL
 SB0494
 SB0494  NGVD 29 (??/??/92)  506.211  (m)         1660.79   (f) ADJ UNCH    2 0
 SB0494
 SB0494.Superseded values are not recommended for survey control.
 SB0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0494.See file dsdata.txt to determine how the superseded data were derived.
 SB0494
 SB0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS728281(NAD 83)
 SB0494_MARKER: DB = BENCH MARK DISK
 SB0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0494_STAMPING: E 277 1946
 SB0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0494+STABILITY: SURFACE MOTION
 SB0494
 SB0494  HISTORY     - Date     Condition        Report By
 SB0494  HISTORY     - 1946     MONUMENTED       CGS
 SB0494  HISTORY     - 1961     GOOD             NGS
 SB0494
 SB0494                          STATION DESCRIPTION
 SB0494
 SB0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0494'7.4 MI S FROM WHITE SWAN.
 SB0494'7.4 MILES SOUTH ALONG MT. ADAMS HIGHWAY FROM THE WHITE SWAN SCHOOL,
 SB0494'ABOUT 250 FEET WEST OF TWIN CORRUGATED PIPE CULVERTS UNDER THE
 SB0494'HIGHWAY, 41 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12 FT
 SB0494'EAST OF LARGE TWIN OAK TREES, AND 1-FOOT WEST OF A METAL WITNESS POST.
 SB0494'DISK IS SET IN TOP OF A SQUARE CONCRETE POST PROJECTING ABOUT
 SB0494'6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1616 ***********************************************************************
 SA1616  DESIGNATION -  E 278
 SA1616  PID         -  SA1616
 SA1616  STATE/COUNTY-  WA/KITTITAS
 SA1616  USGS QUAD   -  PRIEST RAPIDS (1978)
 SA1616
 SA1616                         *CURRENT SURVEY CONTROL
 SA1616  ___________________________________________________________________
 SA1616* NAD 83(1986)-  46 44 19.     (N)    119 58 43.     (W)     SCALED    
 SA1616* NAVD 88     -       157.135  (meters)     515.53   (feet)  ADJUSTED  
 SA1616  ___________________________________________________________________
 SA1616  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 SA1616  DYNAMIC HT  -         157.146 (meters)     515.57  (feet)  COMP
 SA1616  MODELED GRAV-     980,679.2   (mgal)                       NAVD 88
 SA1616
 SA1616  VERT ORDER  -  SECOND    CLASS 0
 SA1616
 SA1616.The horizontal coordinates were scaled from a topographic map and have
 SA1616.an estimated accuracy of +/- 6 seconds.
 SA1616
 SA1616.The orthometric height was determined by differential leveling
 SA1616.and adjusted by the National Geodetic Survey in June 1991..
 SA1616
 SA1616.The geoid height was determined by GEOID03.
 SA1616
 SA1616.The dynamic height is computed by dividing the NAVD 88
 SA1616.geopotential number by the normal gravity value computed on the
 SA1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1616.degrees latitude (g = 980.6199 gals.).
 SA1616
 SA1616.The modeled gravity was interpolated from observed gravity values.
 SA1616
 SA1616;                    North         East    Units  Estimated Accuracy
 SA1616;SPC WA S     -   156,330.      539,840.      MT  (+/- 180 meters Scaled)
 SA1616
 SA1616                          SUPERSEDED SURVEY CONTROL
 SA1616
 SA1616  NGVD 29 (??/??/92)  156.062  (m)          512.01   (f) ADJ UNCH    2 0
 SA1616
 SA1616.Superseded values are not recommended for survey control.
 SA1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1616.See file dsdata.txt to determine how the superseded data were derived.
 SA1616
 SA1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM724804(NAD 83)
 SA1616_MARKER: DB = BENCH MARK DISK
 SA1616_SETTING: 66 = SET IN ROCK OUTCROP
 SA1616_SP_SET: BEDROCK
 SA1616_STAMPING: E 278 1946
 SA1616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1616+STABILITY: POSITION/ELEVATION WELL
 SA1616
 SA1616  HISTORY     - Date     Condition        Report By
 SA1616  HISTORY     - 1946     MONUMENTED       CGS
 SA1616
 SA1616                          STATION DESCRIPTION
 SA1616
 SA1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SA1616'7.0 MI S FROM BEVERLY JUNCTION.
 SA1616'ALONG CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 7.0 MILES
 SA1616'SOUTH OF THE JUNCTION POINT AT BEVERLY JUNCTION, 8 - 33-FOOT RAILS
 SA1616'NORTH OF CENTER OF DIRT ROAD CROSSING, 58.5 FEET WEST OF WEST RAIL,
 SA1616'24.6 FEET WEST OF MILE POST NO. 7, SET IN BEDROCK ABOUT 7 FEET ABOVE
 SA1616'TRACK AND DIRECTLY WEST OF NORTH END OF A LONG SHALLOW ROCK CUT.
 SA1616'NOTE-- THIS BENCH MARK IS IN THE IMMEDIATE VICINITY OF THE POINT WHERE
 SA1616'A RIVER CROSSING WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1585 ***********************************************************************
 SA1585  DESIGNATION -  E 279
 SA1585  PID         -  SA1585
 SA1585  STATE/COUNTY-  WA/GRANT
 SA1585  USGS QUAD   -  PRIEST RAPIDS (1978)
 SA1585
 SA1585                         *CURRENT SURVEY CONTROL
 SA1585  ___________________________________________________________________
 SA1585* NAD 83(1986)-  46 37 58.     (N)    119 52 54.     (W)     SCALED    
 SA1585* NAVD 88     -       136.457  (meters)     447.69   (feet)  ADJUSTED  
 SA1585  ___________________________________________________________________
 SA1585  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 SA1585  DYNAMIC HT  -         136.464 (meters)     447.72  (feet)  COMP
 SA1585  MODELED GRAV-     980,667.6   (mgal)                       NAVD 88
 SA1585
 SA1585  VERT ORDER  -  SECOND    CLASS 0
 SA1585
 SA1585.The horizontal coordinates were scaled from a topographic map and have
 SA1585.an estimated accuracy of +/- 6 seconds.
 SA1585
 SA1585.The orthometric height was determined by differential leveling
 SA1585.and adjusted by the National Geodetic Survey in June 1991..
 SA1585
 SA1585.The geoid height was determined by GEOID03.
 SA1585
 SA1585.The dynamic height is computed by dividing the NAVD 88
 SA1585.geopotential number by the normal gravity value computed on the
 SA1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1585.degrees latitude (g = 980.6199 gals.).
 SA1585
 SA1585.The modeled gravity was interpolated from observed gravity values.
 SA1585
 SA1585;                    North         East    Units  Estimated Accuracy
 SA1585;SPC WA S     -   144,620.      547,350.      MT  (+/- 180 meters Scaled)
 SA1585
 SA1585                          SUPERSEDED SURVEY CONTROL
 SA1585
 SA1585  NGVD 29 (??/??/92)  135.387  (m)          444.18   (f) ADJ UNCH    2 0
 SA1585
 SA1585.Superseded values are not recommended for survey control.
 SA1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1585.See file dsdata.txt to determine how the superseded data were derived.
 SA1585
 SA1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM794683(NAD 83)
 SA1585_MARKER: DB = BENCH MARK DISK
 SA1585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1585_SP_SET: PIPE
 SA1585_STAMPING: E 279 1946
 SA1585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1585
 SA1585  HISTORY     - Date     Condition        Report By
 SA1585  HISTORY     - 1946     MONUMENTED       CGS
 SA1585  HISTORY     - 1967     GOOD             NGS
 SA1585
 SA1585                          STATION DESCRIPTION
 SA1585
 SA1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1585'1.8 MI SE FROM PRIEST RAPIDS DAM.
 SA1585'THE MARK IS IN SECTION 1, T13N, R23E, 0.35 MILE WEST OF THE END OF THE
 SA1585'TRACK ROAD AT A HIGH GRAVEL BANK, 42 YARDS NORTH OF THE RIVER BANK AND
 SA1585'24 YARDS NORTH OF AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD
 SA1585'DISK WELDED TO A 3 1/2-INCH PIPE WHICH PROJECTS 7 INCHES. REACHED FROM
 SA1585'THE T-INTERSECTION ABOUT 100 YARDS NORTH OF THE CONCRETE BUILDING WITH
 SA1585'A PARKING AREA IN FRONT, AT THE NORTHERN END OF THE DAM, BY GOING
 SA1585'SOUTHEASTERLY ON THE GRAVEL ROAD FOR 0.45 MILE TO A FORK, KEEP RIGHT
 SA1585'0.1 MILE TO A FORK AT THE BOTTOM OF A FILL, KEEP LEFT AND GO EASTERLY
 SA1585'ALONG THE RIVER FOR 0.95 MILE, KEEP LEFT 0.3 MILE TO A CURVE TO THE
 SA1585'RIGHT AND THE MARK 20 YARDS EAST OF THE CURVE AND 24 YARDS NORTH OF
 SA1585'THE ROAD.  A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0007 ***********************************************************************
 TS0007  DESIGNATION -  E 28
 TS0007  PID         -  TS0007
 TS0007  STATE/COUNTY-  WA/CLALLAM
 TS0007  USGS QUAD   -  GUNDERSON MTN (1984)
 TS0007
 TS0007                         *CURRENT SURVEY CONTROL
 TS0007  ___________________________________________________________________
 TS0007* NAD 83(1986)-  48 02 29.     (N)    124 22 41.     (W)     SCALED    
 TS0007* NAVD 88     -       107.231  (meters)     351.81   (feet)  POSTED    
 TS0007  ___________________________________________________________________
 TS0007  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 TS0007  DYNAMIC HT  -         107.250 (meters)     351.87  (feet)  COMP
 TS0007  MODELED GRAV-     980,807.1   (mgal)                       NAVD 88
 TS0007
 TS0007  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 TS0007
 TS0007.The horizontal coordinates were scaled from a topographic map and have
 TS0007.an estimated accuracy of +/- 6 seconds.
 TS0007
 TS0007.The orthometric height was determined by differential leveling
 TS0007.and adjusted by the National Geodetic Survey in 1992..
 TS0007.No vertical observational check was made to the station.
 TS0007.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TS0007.was located on a no-check spur therefore a value was not computed.
 TS0007
 TS0007.The geoid height was determined by GEOID03.
 TS0007
 TS0007.The dynamic height is computed by dividing the NAVD 88
 TS0007.geopotential number by the normal gravity value computed on the
 TS0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0007.degrees latitude (g = 980.6199 gals.).
 TS0007
 TS0007.The modeled gravity was interpolated from observed gravity values.
 TS0007
 TS0007;                    North         East    Units  Estimated Accuracy
 TS0007;SPC WA N     -   121,870.      235,790.      MT  (+/- 180 meters Scaled)
 TS0007
 TS0007                          SUPERSEDED SURVEY CONTROL
 TS0007
 TS0007  NGVD 29 (??/??/92)  106.162  (m)          348.30   (f) ADJ UNCH    1 2
 TS0007
 TS0007.Superseded values are not recommended for survey control.
 TS0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0007.See file dsdata.txt to determine how the superseded data were derived.
 TS0007
 TS0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU972218(NAD 83)
 TS0007_MARKER: DB = BENCH MARK DISK
 TS0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TS0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TS0007_STAMPING: E 28 1933
 TS0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0007+STABILITY: SURFACE MOTION
 TS0007
 TS0007  HISTORY     - Date     Condition        Report By
 TS0007  HISTORY     - 1933     MONUMENTED       CGS
 TS0007  HISTORY     - 1934     GOOD             NGS
 TS0007  HISTORY     - 19910710 MARK NOT FOUND   USPSQD
 TS0007
 TS0007                          STATION DESCRIPTION
 TS0007
 TS0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TS0007'5.7 MI S FROM SAPPHO.
 TS0007'ABOUT 5.7 MILES SOUTH ALONG U.S. HIGHWAY NO.101 FROM THE JUNCTION OF
 TS0007'THE SAPPHO-CLALLAM BAY HIGHWAY AT SAPPHO, CLALLAM COUNTY, ABOUT 7.4
 TS0007'MILES NORTH ALONG U.S. HIGHWAY NO.101 FROM ACKERLY STREET AND FORKS
 TS0007'AVENUE, FORKS, CLALLAM COUNTY, ABOUT 0.1 MILE NORTH ALONG THE HIGHWAY
 TS0007'FROM THE LAKE CREEK BRIDGE, AT THE SOUTHWEST END OF A LONG TANGENT,
 TS0007'ABOUT 130 FEET SOUTHWEST OF A HIGHWAY CURVE SIGN, ABOUT 25 FEET
 TS0007'NORTHWEST OF THE CENTER OF THE HIGHWAY AND ABOUT 70 FEET NORTH OF AND
 TS0007'ACROSS THE HIGHWAY FROM TELEPHONE POLE 43-20.  A STANDARD DISK,
 TS0007'STAMPED E 28 1933 AND SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 TS0007'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND AND LEVEL WITH THE
 TS0007'PAVEMENT.
 TS0007
 TS0007                          STATION RECOVERY (1991)
 TS0007
 TS0007'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLS)
 TS0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0394 ***********************************************************************
 TP0394  DESIGNATION -  E 280
 TP0394  PID         -  TP0394
 TP0394  STATE/COUNTY-  WA/OKANOGAN
 TP0394  USGS QUAD   -  MOUNT HULL (1981)
 TP0394
 TP0394                         *CURRENT SURVEY CONTROL
 TP0394  ___________________________________________________________________
 TP0394* NAD 83(1986)-  48 57 26.     (N)    119 20 31.     (W)     SCALED    
 TP0394* NAVD 88     -       698.598  (meters)    2291.98   (feet)  ADJUSTED  
 TP0394  ___________________________________________________________________
 TP0394  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 TP0394  DYNAMIC HT  -         698.690 (meters)    2292.29  (feet)  COMP
 TP0394  MODELED GRAV-     980,720.0   (mgal)                       NAVD 88
 TP0394
 TP0394  VERT ORDER  -  FIRST     CLASS II
 TP0394
 TP0394.The horizontal coordinates were scaled from a topographic map and have
 TP0394.an estimated accuracy of +/- 6 seconds.
 TP0394
 TP0394.The orthometric height was determined by differential leveling
 TP0394.and adjusted by the National Geodetic Survey in June 1991..
 TP0394
 TP0394.The geoid height was determined by GEOID03.
 TP0394
 TP0394.The dynamic height is computed by dividing the NAVD 88
 TP0394.geopotential number by the normal gravity value computed on the
 TP0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0394.degrees latitude (g = 980.6199 gals.).
 TP0394
 TP0394.The modeled gravity was interpolated from observed gravity values.
 TP0394
 TP0394;                    North         East    Units  Estimated Accuracy
 TP0394;SPC WA N     -   218,680.      609,220.      MT  (+/- 180 meters Scaled)
 TP0394
 TP0394                          SUPERSEDED SURVEY CONTROL
 TP0394
 TP0394  NGVD 29 (??/??/92)  697.280  (m)         2287.66   (f) ADJ UNCH    1 2
 TP0394
 TP0394.Superseded values are not recommended for survey control.
 TP0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0394.See file dsdata.txt to determine how the superseded data were derived.
 TP0394
 TP0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ285253(NAD 83)
 TP0394_MARKER: DB = BENCH MARK DISK
 TP0394_SETTING: 80 = SET IN A BOULDER
 TP0394_STAMPING: E 280 1946
 TP0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0394+STABILITY: SURFACE MOTION
 TP0394
 TP0394  HISTORY     - Date     Condition        Report By
 TP0394  HISTORY     - 1946     MONUMENTED       CGS
 TP0394
 TP0394                          STATION DESCRIPTION
 TP0394
 TP0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0394'11.7 MI NE FROM OROVILLE.
 TP0394'11.7 MILES NORTHEAST ALONG THE ABANDONED RIGHT-OF-WAY OF THE GREAT
 TP0394'NORTHERN RAILWAY FROM THE STATION AT OROVILLE, ABOUT 0.2 MILE
 TP0394'NORTHWEST OF A JOG IN A FENCE LINE, IN TOP OF A LARGE LONE BOULDER ON
 TP0394'A FLAT GRASSY HILL, 57 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD
 TP0394'RAILROAD GRADE, AND ABOUT 4 FEET ABOVE THE TOP OF THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0111 ***********************************************************************
 TP0111  DESIGNATION -  E 281
 TP0111  PID         -  TP0111
 TP0111  STATE/COUNTY-  WA/FERRY
 TP0111  USGS QUAD   -  BANGS MOUNTAIN (1992)
 TP0111
 TP0111                         *CURRENT SURVEY CONTROL
 TP0111  ___________________________________________________________________
 TP0111* NAD 83(1986)-  48 35 43.     (N)    118 08 41.     (W)     SCALED    
 TP0111* NAVD 88     -       479.980  (meters)    1574.73   (feet)  ADJUSTED  
 TP0111  ___________________________________________________________________
 TP0111  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 TP0111  DYNAMIC HT  -         480.052 (meters)    1574.97  (feet)  COMP
 TP0111  MODELED GRAV-     980,746.2   (mgal)                       NAVD 88
 TP0111
 TP0111  VERT ORDER  -  FIRST     CLASS II
 TP0111
 TP0111.The horizontal coordinates were scaled from a topographic map and have
 TP0111.an estimated accuracy of +/- 6 seconds.
 TP0111
 TP0111.The orthometric height was determined by differential leveling
 TP0111.and adjusted by the National Geodetic Survey in June 1991..
 TP0111
 TP0111.The geoid height was determined by GEOID03.
 TP0111
 TP0111.The dynamic height is computed by dividing the NAVD 88
 TP0111.geopotential number by the normal gravity value computed on the
 TP0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0111.degrees latitude (g = 980.6199 gals.).
 TP0111
 TP0111.The modeled gravity was interpolated from observed gravity values.
 TP0111
 TP0111;                    North         East    Units  Estimated Accuracy
 TP0111;SPC WA N     -   180,840.      698,280.      MT  (+/- 180 meters Scaled)
 TP0111
 TP0111                          SUPERSEDED SURVEY CONTROL
 TP0111
 TP0111  NGVD 29 (??/??/92)  478.751  (m)         1570.70   (f) ADJ UNCH    1 2
 TP0111
 TP0111.Superseded values are not recommended for survey control.
 TP0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0111.See file dsdata.txt to determine how the superseded data were derived.
 TP0111
 TP0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP155830(NAD 83)
 TP0111_MARKER: DB = BENCH MARK DISK
 TP0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0111_STAMPING: E 281 1946
 TP0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0111+STABILITY: SURFACE MOTION
 TP0111
 TP0111  HISTORY     - Date     Condition        Report By
 TP0111  HISTORY     - 1946     MONUMENTED       CGS
 TP0111
 TP0111                          STATION DESCRIPTION
 TP0111
 TP0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0111'6.2 MI SW FROM KETTLE FALLS.
 TP0111'3.7 MILES WEST ALONG U.S. HIGHWAY NO. 395, THENCE.  2.5 MILES SOUTH
 TP0111'ALONG A COUNTY GRAVEL ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 TP0111'KETTLE FALLS, AT THE JUNCTION OF THE REPUBLIC-KETTLE FALLS HIGHWAY AND
 TP0111'THE COUNTY ROAD, ABOUT 250.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 TP0111'JUNCTION, 88.6 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD, 45.0
 TP0111'FEET SOUTHEAST OF THE CENTERLINE OF THE REPUBLIC-KETTLE FALLS HIGHWAY,
 TP0111'24.8 FEET SOUTHWEST OF A PINE TREE WITH A TRIANGULAR BLAZE, 3.0 FEET
 TP0111'NORTHEAST OF A WITNESS POST, A BENCH MARK DISK SET IN TOP OF A
 TP0111'CONCRETE POST, AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0614 ***********************************************************************
 TP0614  DESIGNATION -  E 283
 TP0614  PID         -  TP0614
 TP0614  STATE/COUNTY-  WA/OKANOGAN
 TP0614  USGS QUAD   -  NIGHTHAWK (1981)
 TP0614
 TP0614                         *CURRENT SURVEY CONTROL
 TP0614  ___________________________________________________________________
 TP0614* NAD 83(1986)-  48 58 38.     (N)    119 43 34.     (W)     SCALED    
 TP0614* NAVD 88     -       360.850  (meters)    1183.89   (feet)  ADJUSTED  
 TP0614  ___________________________________________________________________
 TP0614  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TP0614  DYNAMIC HT  -         360.894 (meters)    1184.03  (feet)  COMP
 TP0614  MODELED GRAV-     980,722.4   (mgal)                       NAVD 88
 TP0614
 TP0614  VERT ORDER  -  FIRST     CLASS II
 TP0614
 TP0614.The horizontal coordinates were scaled from a topographic map and have
 TP0614.an estimated accuracy of +/- 6 seconds.
 TP0614
 TP0614.The orthometric height was determined by differential leveling
 TP0614.and adjusted by the National Geodetic Survey in June 1991..
 TP0614
 TP0614.The geoid height was determined by GEOID03.
 TP0614
 TP0614.The dynamic height is computed by dividing the NAVD 88
 TP0614.geopotential number by the normal gravity value computed on the
 TP0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0614.degrees latitude (g = 980.6199 gals.).
 TP0614
 TP0614.The modeled gravity was interpolated from observed gravity values.
 TP0614
 TP0614;                    North         East    Units  Estimated Accuracy
 TP0614;SPC WA N     -   220,430.      581,060.      MT  (+/- 180 meters Scaled)
 TP0614
 TP0614                          SUPERSEDED SURVEY CONTROL
 TP0614
 TP0614  NGVD 29 (??/??/92)  359.513  (m)         1179.50   (f) ADJ UNCH    1 2
 TP0614
 TP0614.Superseded values are not recommended for survey control.
 TP0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0614.See file dsdata.txt to determine how the superseded data were derived.
 TP0614
 TP0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ005285(NAD 83)
 TP0614_MARKER: DB = BENCH MARK DISK
 TP0614_SETTING: 0 = UNSPECIFIED SETTING
 TP0614_STAMPING: E 283 1946
 TP0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0614
 TP0614  HISTORY     - Date     Condition        Report By
 TP0614  HISTORY     - 1946     MONUMENTED       CGS
 TP0614
 TP0614                          STATION DESCRIPTION
 TP0614
 TP0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0614'1.60 MI S FROM CHOPAKA.
 TP0614'1.60 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE WATER TANK
 TP0614'AT CHOPAKA, 6 POLES NORTHWEST OF A PRIVATE ROAD CROSSING, 61 FEET
 TP0614'NORTHEAST OF THE CENTERLINE OF A COUNTY ROAD, 44.2 FEET SOUTHWEST OF
 TP0614'THE SOUTHWEST RAIL, 2.2 FEET NORTHWEST OF A PROMINENT BOULDER WHICH IS
 TP0614'NOT EMBEDDED, 3.2 FEET SOUTHEAST OF A WITNESS POST, AND 0.5 FOOT ABOVE
 TP0614'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0260 ***********************************************************************
 TP0260  DESIGNATION -  E 284
 TP0260  PID         -  TP0260
 TP0260  STATE/COUNTY-  WA/FERRY
 TP0260  USGS QUAD   -  REPUBLIC (1992)
 TP0260
 TP0260                         *CURRENT SURVEY CONTROL
 TP0260  ___________________________________________________________________
 TP0260* NAD 83(1986)-  48 38 05.     (N)    118 43 46.     (W)     SCALED    
 TP0260* NAVD 88     -       694.34   (+/-2cm)    2278.0    (feet)  VERTCON   
 TP0260  ___________________________________________________________________
 TP0260  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TP0260
 TP0260  VERT ORDER  -  FIRST     CLASS II (See Below)
 TP0260
 TP0260.The horizontal coordinates were scaled from a topographic map and have
 TP0260.an estimated accuracy of +/- 6 seconds.
 TP0260
 TP0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0260.The vertical order pertains to the NGVD 29 superseded value.
 TP0260
 TP0260.The geoid height was determined by GEOID03.
 TP0260
 TP0260;                    North         East    Units  Estimated Accuracy
 TP0260;SPC WA N     -   183,880.      655,050.      MT  (+/- 180 meters Scaled)
 TP0260
 TP0260                          SUPERSEDED SURVEY CONTROL
 TP0260
 TP0260  NGVD 29 (??/??/92)  693.055  (m)         2273.80   (f) ADJ UNCH    1 2
 TP0260
 TP0260.Superseded values are not recommended for survey control.
 TP0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0260.See file dsdata.txt to determine how the superseded data were derived.
 TP0260
 TP0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP725882(NAD 83)
 TP0260_MARKER: DD = SURVEY DISK
 TP0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0260_STAMPING: E 284 1946
 TP0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0260+STABILITY: SURFACE MOTION
 TP0260
 TP0260  HISTORY     - Date     Condition        Report By
 TP0260  HISTORY     - 1946     MONUMENTED       BPR
 TP0260  HISTORY     - 1946     GOOD             NGS
 TP0260
 TP0260                          STATION DESCRIPTION
 TP0260
 TP0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TP0260'1.0 MI S FROM REPUBLIC.
 TP0260'1.0 MILE SOUTH ALONG STATE HIGHWAY NO.4 FROM THE POST OFFICE AT
 TP0260'REPUBLIC, ABOUT 415.0 FEET NORTH OF THE JUNCTION OF THE AIRPORT ROAD
 TP0260'AND HIGHWAY NO.4, 105.0 FEET NORTH OF THE NORTHEAST CORNER OF A
 TP0260'CONCRETE BRIDGE, 34.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 0.6
 TP0260'FOOT WEST OF THE RIGHT-OF-WAY FENCE, A DISK IN TOP OF A CONCRETE POST,
 TP0260'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 1.0 FOOT LOWER THAN
 TP0260'THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0741 ***********************************************************************
 SC0741  DESIGNATION -  E 285
 SC0741  PID         -  SC0741
 SC0741  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0741  USGS QUAD   -  ABERDEEN (1994)
 SC0741
 SC0741                         *CURRENT SURVEY CONTROL
 SC0741  ___________________________________________________________________
 SC0741* NAD 83(1986)-  46 58 26.     (N)    123 48 39.     (W)     SCALED    
 SC0741* NAVD 88     -         4.234  (meters)      13.89   (feet)  ADJUSTED  
 SC0741  ___________________________________________________________________
 SC0741  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 SC0741  DYNAMIC HT  -           4.235 (meters)      13.89  (feet)  COMP
 SC0741  MODELED GRAV-     980,768.6   (mgal)                       NAVD 88
 SC0741
 SC0741  VERT ORDER  -  FIRST     CLASS I
 SC0741
 SC0741.The horizontal coordinates were scaled from a topographic map and have
 SC0741.an estimated accuracy of +/- 6 seconds.
 SC0741
 SC0741.The orthometric height was determined by differential leveling
 SC0741.and adjusted by the National Geodetic Survey in June 1991..
 SC0741
 SC0741.The geoid height was determined by GEOID03.
 SC0741
 SC0741.The dynamic height is computed by dividing the NAVD 88
 SC0741.geopotential number by the normal gravity value computed on the
 SC0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0741.degrees latitude (g = 980.6199 gals.).
 SC0741
 SC0741.The modeled gravity was interpolated from observed gravity values.
 SC0741
 SC0741;                    North         East    Units  Estimated Accuracy
 SC0741;SPC WA S     -   187,640.      248,160.      MT  (+/- 180 meters Scaled)
 SC0741
 SC0741                          SUPERSEDED SURVEY CONTROL
 SC0741
 SC0741  NGVD 29 (??/??/92)    3.231  (m)           10.60   (f) ADJ UNCH    1 1
 SC0741
 SC0741.Superseded values are not recommended for survey control.
 SC0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0741.See file dsdata.txt to determine how the superseded data were derived.
 SC0741
 SC0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT383025(NAD 83)
 SC0741_MARKER: DB = BENCH MARK DISK
 SC0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0741_SP_SET: PIER
 SC0741_STAMPING: E 285 1947
 SC0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0741
 SC0741  HISTORY     - Date     Condition        Report By
 SC0741  HISTORY     - 1947     MONUMENTED       CGS
 SC0741  HISTORY     - 1974     GOOD             NGS
 SC0741  HISTORY     - 1988     POOR             USPSQD
 SC0741  HISTORY     - 1989     GOOD             USPSQD
 SC0741
 SC0741                          STATION DESCRIPTION
 SC0741
 SC0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0741'IN ABERDEEN.
 SC0741'AT ABERDEEN, ABOUT 0.2 MILE SOUTHEAST ALONG SOUTH F STREET FROM THE
 SC0741'INTERSECTION OF EAST WISHKAH STREET, 1 BLOCK SOUTHEAST OF THE JUNCTION
 SC0741'OF EAST STATE STREET, IN THE CENTER OF SOUTH F STREET, SET IN THE TOP
 SC0741'AND AT THE NORTH CORNER OF CONCRETE PIER FOR BURLINGTON NORTHERN
 SC0741'RAILROAD BRIDGE APPROACH FOR DRAW SPAN OF RAILROAD BRIDGE ACROSS
 SC0741'WISHKA RIVER, 10 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 9 FEET
 SC0741'BELOW THE LEVEL OF THE TRACK AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF
 SC0741'SOUTH F STREET.  SEC 9, T17N ,R 9W.
 SC0741
 SC0741                          STATION RECOVERY (1988)
 SC0741
 SC0741'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SC0741'MARK RECOVERED IN POOR CONDITION.
 SC0741
 SC0741                          STATION RECOVERY (1989)
 SC0741
 SC0741'RECOVERY NOTE BY US POWER SQUADRON 1989 (DJM)
 SC0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0653 ***********************************************************************
 SB0653  DESIGNATION -  E 286
 SB0653  PID         -  SB0653
 SB0653  STATE/COUNTY-  WA/YAKIMA
 SB0653  USGS QUAD   -  JUNGLE BUTTE (1970)
 SB0653
 SB0653                         *CURRENT SURVEY CONTROL
 SB0653  ___________________________________________________________________
 SB0653* NAD 83(1986)-  46 12 34.     (N)    121 17 16.     (W)     SCALED    
 SB0653* NAVD 88     -       818.501  (meters)    2685.37   (feet)  ADJUSTED  
 SB0653  ___________________________________________________________________
 SB0653  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 SB0653  DYNAMIC HT  -         818.381 (meters)    2684.97  (feet)  COMP
 SB0653  MODELED GRAV-     980,441.2   (mgal)                       NAVD 88
 SB0653
 SB0653  VERT ORDER  -  SECOND    CLASS 0
 SB0653
 SB0653.The horizontal coordinates were scaled from a topographic map and have
 SB0653.an estimated accuracy of +/- 6 seconds.
 SB0653
 SB0653.The orthometric height was determined by differential leveling
 SB0653.and adjusted by the National Geodetic Survey in June 1991..
 SB0653
 SB0653.The geoid height was determined by GEOID03.
 SB0653
 SB0653.The dynamic height is computed by dividing the NAVD 88
 SB0653.geopotential number by the normal gravity value computed on the
 SB0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0653.degrees latitude (g = 980.6199 gals.).
 SB0653
 SB0653.The modeled gravity was interpolated from observed gravity values.
 SB0653
 SB0653;                    North         East    Units  Estimated Accuracy
 SB0653;SPC WA S     -    97,680.      439,210.      MT  (+/- 180 meters Scaled)
 SB0653
 SB0653                          SUPERSEDED SURVEY CONTROL
 SB0653
 SB0653  NGVD 29 (??/??/92)  817.316  (m)         2681.48   (f) ADJ UNCH    2 0
 SB0653
 SB0653.Superseded values are not recommended for survey control.
 SB0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0653.See file dsdata.txt to determine how the superseded data were derived.
 SB0653
 SB0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS320187(NAD 83)
 SB0653_MARKER: DB = BENCH MARK DISK
 SB0653_SETTING: 0 = UNSPECIFIED SETTING
 SB0653_STAMPING: E 286 1946
 SB0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0653
 SB0653  HISTORY     - Date     Condition        Report By
 SB0653  HISTORY     - 1946     MONUMENTED       CGS
 SB0653
 SB0653                          STATION DESCRIPTION
 SB0653
 SB0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0653'16.3 MI N FROM GLENWOOD.
 SB0653'0.1 MILE SOUTHEAST ALONG A OILDED COUNTY ROAD FROM THE SCHOOL AT
 SB0653'GLENWOOD, 16.2 MILES NORTH ALONG THE MT. ADAMS ROAD, 1.0 MILE SOUTH OF
 SB0653'A JUNCTION OF ROADS, 20.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 7.0
 SB0653'FEET NORTHWEST OF A 12 INCH PINE TREE, 2.0 FEET SOUTH OF A WHITE
 SB0653'WOODEN REFERENCE POST, LEVEL WITH THE SURFACE OF THE ROAD, PROJECTS
 SB0653'0.3 FOOT ABOVE THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0779 ***********************************************************************
 SB0779  DESIGNATION -  E 287
 SB0779  PID         -  SB0779
 SB0779  STATE/COUNTY-  WA/SKAMANIA
 SB0779  USGS QUAD   -  GREEN MOUNTAIN (1994)
 SB0779
 SB0779                         *CURRENT SURVEY CONTROL
 SB0779  ___________________________________________________________________
 SB0779* NAD 83(1986)-  46 16 23.     (N)    121 35 29.     (W)     SCALED    
 SB0779* NAVD 88     -      1374.855  (meters)    4510.67   (feet)  ADJUSTED  
 SB0779  ___________________________________________________________________
 SB0779  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 SB0779  DYNAMIC HT  -        1374.570 (meters)    4509.74  (feet)  COMP
 SB0779  MODELED GRAV-     980,358.3   (mgal)                       NAVD 88
 SB0779
 SB0779  VERT ORDER  -  SECOND    CLASS 0
 SB0779
 SB0779.The horizontal coordinates were scaled from a topographic map and have
 SB0779.an estimated accuracy of +/- 6 seconds.
 SB0779
 SB0779.The orthometric height was determined by differential leveling
 SB0779.and adjusted by the National Geodetic Survey in June 1991..
 SB0779
 SB0779.The geoid height was determined by GEOID03.
 SB0779
 SB0779.The dynamic height is computed by dividing the NAVD 88
 SB0779.geopotential number by the normal gravity value computed on the
 SB0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0779.degrees latitude (g = 980.6199 gals.).
 SB0779
 SB0779.The modeled gravity was interpolated from observed gravity values.
 SB0779
 SB0779;                    North         East    Units  Estimated Accuracy
 SB0779;SPC WA S     -   105,030.      415,880.      MT  (+/- 180 meters Scaled)
 SB0779
 SB0779                          SUPERSEDED SURVEY CONTROL
 SB0779
 SB0779  NGVD 29 (??/??/92) 1373.631  (m)         4506.65   (f) ADJ UNCH    2 0
 SB0779
 SB0779.Superseded values are not recommended for survey control.
 SB0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0779.See file dsdata.txt to determine how the superseded data were derived.
 SB0779
 SB0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS085253(NAD 83)
 SB0779_MARKER: DB = BENCH MARK DISK
 SB0779_SETTING: 80 = SET IN A BOULDER
 SB0779_SP_SET: BOULDER
 SB0779_STAMPING: E 287 1946
 SB0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0779+STABILITY: SURFACE MOTION
 SB0779
 SB0779  HISTORY     - Date     Condition        Report By
 SB0779  HISTORY     - 1946     MONUMENTED       CGS
 SB0779  HISTORY     - 1968     GOOD             NGS
 SB0779
 SB0779                          STATION DESCRIPTION
 SB0779
 SB0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SB0779'31.9 MI SE FROM RANDLE.
 SB0779'MARK IS NEAR THE WEST LINE OF SEC 8 T 9 N, R 10 E, 8.4 MILES SOUTHWEST
 SB0779'ALONG ROAD 101 FROM THE MIDWAY GUARD STATION, 1.6 MILES SOUTHEAST OF
 SB0779'THE INTERSECTION OF ROADS 1007 AND 101.  IT IS 30 FEET SOUTHEAST OF
 SB0779'THE CENTER OF THE ROAD, 12 FEET NORTH OF THE BOTTOM OF A 30-FOOT HIGH
 SB0779'BANK MADE UP OF LOOSE BOULDERS, 10 FEET EAST OF THE CENTER ONE OF
 SB0779'THREE 30-INCH FIR TREES ABOUT 15 FEET APART, WITH A PAINTED TRIANGLE
 SB0779'BLAZE ON EACH TREE.  A STANDARD DISK IN A 4 BY 6-FOOT BLACK BOULDER
 SB0779'WHICH PROJECTS 3 FEET ABOVE GROUND LEVEL AND GROUND LEVEL IS ABOUT ONE
 SB0779'FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1714 ***********************************************************************
 RC1714  DESIGNATION -  E 289
 RC1714  PID         -  RC1714
 RC1714  STATE/COUNTY-  WA/SKAMANIA
 RC1714  USGS QUAD   -  LITTLE HUCKLEBERRY MTN (1983)
 RC1714
 RC1714                         *CURRENT SURVEY CONTROL
 RC1714  ___________________________________________________________________
 RC1714* NAD 83(1986)-  45 58 09.     (N)    121 39 40.     (W)     SCALED    
 RC1714* NAVD 88     -       911.077  (meters)    2989.09   (feet)  ADJUSTED  
 RC1714  ___________________________________________________________________
 RC1714  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 RC1714  DYNAMIC HT  -         910.956 (meters)    2988.69  (feet)  COMP
 RC1714  MODELED GRAV-     980,451.4   (mgal)                       NAVD 88
 RC1714
 RC1714  VERT ORDER  -  SECOND    CLASS 0
 RC1714
 RC1714.The horizontal coordinates were scaled from a topographic map and have
 RC1714.an estimated accuracy of +/- 6 seconds.
 RC1714
 RC1714.The orthometric height was determined by differential leveling
 RC1714.and adjusted by the National Geodetic Survey in June 1991..
 RC1714
 RC1714.The geoid height was determined by GEOID03.
 RC1714
 RC1714.The dynamic height is computed by dividing the NAVD 88
 RC1714.geopotential number by the normal gravity value computed on the
 RC1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1714.degrees latitude (g = 980.6199 gals.).
 RC1714
 RC1714.The modeled gravity was interpolated from observed gravity values.
 RC1714
 RC1714;                    North         East    Units  Estimated Accuracy
 RC1714;SPC WA S     -    71,340.      410,010.      MT  (+/- 180 meters Scaled)
 RC1714
 RC1714                          SUPERSEDED SURVEY CONTROL
 RC1714
 RC1714  NGVD 29 (??/??/92)  909.989  (m)         2985.52   (f) ADJ UNCH    2 0
 RC1714
 RC1714.Superseded values are not recommended for survey control.
 RC1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1714.See file dsdata.txt to determine how the superseded data were derived.
 RC1714
 RC1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR037914(NAD 83)
 RC1714_MARKER: DB = BENCH MARK DISK
 RC1714_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC1714_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC1714_STAMPING: E 289 1946
 RC1714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1714
 RC1714  HISTORY     - Date     Condition        Report By
 RC1714  HISTORY     - 1946     MONUMENTED       CGS
 RC1714  HISTORY     - 1968     GOOD             NGS
 RC1714
 RC1714                          STATION DESCRIPTION
 RC1714
 RC1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1714'7.2 MI SW FROM TROUT LAKE.
 RC1714'MARK IS IN SEC 34, T 6 N, R 9 E.  7.2 MILES SOUTHWEST AND WEST ALONG
 RC1714'STATE HIGHWAY 141 AND ROAD 123 FROM THE MOUNT ADAMS RANGER STATION AT
 RC1714'TROUT LAKE TO THE MARK 30 YARDS WEST OF THE CATTLE GUARD AT THE
 RC1714'ENTRANCCE TO THE PETERSON PRAIRIE FOREST CAMP.  AT THE T INTERSECTION
 RC1714'WHERE ROAD 123 GOES NORTH AND EAST AND ROAD N-60 GOES WEST.  23 FEET
 RC1714'SOUTH OF THE CENTER OF THE EAST-WEST ROAD.  16 FEET SOUTHEAST OF THE
 RC1714'SOUTH LEG OF A ROAD SIGN.  15 FEET NORTH OF A RAIL FENCE.  8 FEET WEST
 RC1714'OF THE PROJECTED CENTERLINE OF THE ROAD GOING NORTH.  ONE FOOT NORTH
 RC1714'OF A WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 RC1714'DISK ON A 3 1/2-INCH PIPE WHICH PROJECTS ONE INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0449 ***********************************************************************
 TP0449  DESIGNATION -  E 29
 TP0449  PID         -  TP0449
 TP0449  STATE/COUNTY-  WA/OKANOGAN
 TP0449  USGS QUAD   -  OMAK LAKE (1980)
 TP0449
 TP0449                         *CURRENT SURVEY CONTROL
 TP0449  ___________________________________________________________________
 TP0449* NAD 83(1986)-  48 17 09.     (N)    119 25 20.     (W)     SCALED    
 TP0449* NAVD 88     -       411.049  (meters)    1348.58   (feet)  ADJUSTED  
 TP0449  ___________________________________________________________________
 TP0449  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 TP0449  DYNAMIC HT  -         411.103 (meters)    1348.76  (feet)  COMP
 TP0449  MODELED GRAV-     980,731.7   (mgal)                       NAVD 88
 TP0449
 TP0449  VERT ORDER  -  FIRST     CLASS II
 TP0449
 TP0449.The horizontal coordinates were scaled from a topographic map and have
 TP0449.an estimated accuracy of +/- 6 seconds.
 TP0449
 TP0449.The orthometric height was determined by differential leveling
 TP0449.and adjusted by the National Geodetic Survey in June 1991..
 TP0449
 TP0449.The geoid height was determined by GEOID03.
 TP0449
 TP0449.The dynamic height is computed by dividing the NAVD 88
 TP0449.geopotential number by the normal gravity value computed on the
 TP0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0449.degrees latitude (g = 980.6199 gals.).
 TP0449
 TP0449.The modeled gravity was interpolated from observed gravity values.
 TP0449
 TP0449;                    North         East    Units  Estimated Accuracy
 TP0449;SPC WA N     -   143,920.      604,710.      MT  (+/- 180 meters Scaled)
 TP0449
 TP0449                          SUPERSEDED SURVEY CONTROL
 TP0449
 TP0449  NGVD 29 (??/??/92)  409.783  (m)         1344.43   (f) ADJ UNCH    1 2
 TP0449
 TP0449.Superseded values are not recommended for survey control.
 TP0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0449.See file dsdata.txt to determine how the superseded data were derived.
 TP0449
 TP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP203509(NAD 83)
 TP0449_MARKER: DB = BENCH MARK DISK
 TP0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0449_STAMPING: E 29 1933
 TP0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0449+STABILITY: SURFACE MOTION
 TP0449
 TP0449  HISTORY     - Date     Condition        Report By
 TP0449  HISTORY     - 1933     MONUMENTED       CGS
 TP0449  HISTORY     - 1981     MARK NOT FOUND   NGS
 TP0449
 TP0449                          STATION DESCRIPTION
 TP0449
 TP0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0449'10.4 MI SE FROM OMAK.
 TP0449'45 FEET NORTHEAST OF CENTER LINE OF OMAK-NESPELEM ROAD.  70 FEET SOUTH
 TP0449'OF GALVANIZED PIPE CULVERT.
 TP0449
 TP0449                          STATION RECOVERY (1981)
 TP0449
 TP0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0449'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0711 ***********************************************************************
 SB0711  DESIGNATION -  E 290
 SB0711  PID         -  SB0711
 SB0711  STATE/COUNTY-  WA/SKAMANIA
 SB0711  USGS QUAD   -  LONE BUTTE (1965)
 SB0711
 SB0711                         *CURRENT SURVEY CONTROL
 SB0711  ___________________________________________________________________
 SB0711* NAD 83(1986)-  46 06 34.     (N)    121 46 34.     (W)     SCALED    
 SB0711* NAVD 88     -      1208.152  (meters)    3963.75   (feet)  ADJUSTED  
 SB0711  ___________________________________________________________________
 SB0711  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 SB0711  DYNAMIC HT  -        1207.917 (meters)    3962.97  (feet)  COMP
 SB0711  MODELED GRAV-     980,378.1   (mgal)                       NAVD 88
 SB0711
 SB0711  VERT ORDER  -  SECOND    CLASS 0
 SB0711
 SB0711.The horizontal coordinates were scaled from a topographic map and have
 SB0711.an estimated accuracy of +/- 6 seconds.
 SB0711
 SB0711.The orthometric height was determined by differential leveling
 SB0711.and adjusted by the National Geodetic Survey in June 1991..
 SB0711
 SB0711.The geoid height was determined by GEOID03.
 SB0711
 SB0711.The dynamic height is computed by dividing the NAVD 88
 SB0711.geopotential number by the normal gravity value computed on the
 SB0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0711.degrees latitude (g = 980.6199 gals.).
 SB0711
 SB0711.The modeled gravity was interpolated from observed gravity values.
 SB0711
 SB0711;                    North         East    Units  Estimated Accuracy
 SB0711;SPC WA S     -    87,060.      401,350.      MT  (+/- 180 meters Scaled)
 SB0711
 SB0711                          SUPERSEDED SURVEY CONTROL
 SB0711
 SB0711  NGVD 29 (??/??/92) 1206.975  (m)         3959.88   (f) ADJ UNCH    2 0
 SB0711
 SB0711.Superseded values are not recommended for survey control.
 SB0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0711.See file dsdata.txt to determine how the superseded data were derived.
 SB0711
 SB0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES945069(NAD 83)
 SB0711_MARKER: DB = BENCH MARK DISK
 SB0711_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0711_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0711_STAMPING: E 290 1946
 SB0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0711
 SB0711  HISTORY     - Date     Condition        Report By
 SB0711  HISTORY     - 1946     MONUMENTED       CGS
 SB0711  HISTORY     - 1968     MARK NOT FOUND   NGS
 SB0711
 SB0711                          STATION DESCRIPTION
 SB0711
 SB0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0711'46.9 MI NE FROM CARSON.
 SB0711'9.5 MILES NORTHWEST ALONG STATE HIGHWAY NO. 8C FROM THE GRADE SCHOOL
 SB0711'AT CARSON, THENCE 23.6 MILES NORTHEAST ALONG THE TROUT LAKE FOREST
 SB0711'SERVICE ROAD, THENCE 13.8 MILES NORTH ALONG THE TROUT LAKE-TWIN BUTTES
 SB0711'ROAD, ABOUT 4.9 MILES NORTH OF THE CULTUS CREEK GUARD STATION, ABOUT
 SB0711'0.2 MILE NORTH OF THE WOODEN BRIDGE OVER BIG CREEK, IN LINE WITH A ROW
 SB0711'OF TELEPHONE POLES, AT A POINT WHERE THE LOOKOUT ON TWIN BUTTES CAN BE
 SB0711'SEEN TO THE NORTH, 28.0 FEET SOUTH OF A TELEPHONE POLE, 19.0 FEET WEST
 SB0711'OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A WHITE WOODEN
 SB0711'REFERENCE POST, ABOUT THE SAME LEVEL AS THE ROAD SURFACE AND PROJECTS
 SB0711'0.2 FOOT ABOVE THE IMMEDIATE GROUND LEVEL.
 SB0711
 SB0711                          STATION RECOVERY (1968)
 SB0711
 SB0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SB0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0853 ***********************************************************************
 SB0853  DESIGNATION -  E 291
 SB0853  PID         -  SB0853
 SB0853  STATE/COUNTY-  WA/PIERCE
 SB0853  USGS QUAD   -  CHINOOK PASS (1987)
 SB0853
 SB0853                         *CURRENT SURVEY CONTROL
 SB0853  ___________________________________________________________________
 SB0853* NAD 83(1986)-  46 48 46.     (N)    121 33 22.     (W)     SCALED    
 SB0853* NAVD 88     -       813.744  (meters)    2669.76   (feet)  ADJUSTED  
 SB0853  ___________________________________________________________________
 SB0853  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 SB0853  DYNAMIC HT  -         813.656 (meters)    2669.47  (feet)  COMP
 SB0853  MODELED GRAV-     980,479.1   (mgal)                       NAVD 88
 SB0853
 SB0853  VERT ORDER  -  SECOND    CLASS 0
 SB0853
 SB0853.The horizontal coordinates were scaled from a topographic map and have
 SB0853.an estimated accuracy of +/- 6 seconds.
 SB0853
 SB0853.The orthometric height was determined by differential leveling
 SB0853.and adjusted by the National Geodetic Survey in June 1991..
 SB0853
 SB0853.The geoid height was determined by GEOID03.
 SB0853
 SB0853.The dynamic height is computed by dividing the NAVD 88
 SB0853.geopotential number by the normal gravity value computed on the
 SB0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0853.degrees latitude (g = 980.6199 gals.).
 SB0853
 SB0853.The modeled gravity was interpolated from observed gravity values.
 SB0853
 SB0853;                    North         East    Units  Estimated Accuracy
 SB0853;SPC WA S     -   164,980.      419,410.      MT  (+/- 180 meters Scaled)
 SB0853
 SB0853                          SUPERSEDED SURVEY CONTROL
 SB0853
 SB0853  NGVD 29 (??/??/92)  812.561  (m)         2665.88   (f) ADJ UNCH    2 0
 SB0853
 SB0853.Superseded values are not recommended for survey control.
 SB0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0853.See file dsdata.txt to determine how the superseded data were derived.
 SB0853
 SB0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS101853(NAD 83)
 SB0853_MARKER: DB = BENCH MARK DISK
 SB0853_SETTING: 66 = SET IN ROCK OUTCROP
 SB0853_SP_SET: ROCK CLIFF
 SB0853_STAMPING: E 291 1946
 SB0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0853+STABILITY: POSITION/ELEVATION WELL
 SB0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0853+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2004
 SB0853
 SB0853  HISTORY     - Date     Condition        Report By
 SB0853  HISTORY     - 1946     MONUMENTED       CGS
 SB0853  HISTORY     - 20010623 GOOD             USPSQD
 SB0853  HISTORY     - 20040924 GOOD             USPSQD
 SB0853
 SB0853                          STATION DESCRIPTION
 SB0853
 SB0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0853'17.1 MI NE FROM PACKWOOD.
 SB0853'17.1 MILES NORTHEAST ALONG STATE HIGHWAY NO. 5 FROM THE GRADE SCHOOL
 SB0853'AT PACKWOOD, AT ABOUT THE CENTER OF A LONG CURVE, 22 FEET EAST OF THE
 SB0853'CENTER LINE OF THE ROAD, SET VERTICALLY IN THE WEST FACE OF A SHARP
 SB0853'ROCK CLIFF WHICH IS ABOUT 40 FEET HIGH, 3.5 FEET ABOVE THE GROUND
 SB0853'LEVEL AND ABOUT 3 FEET HIGHER THAN THE SURFACE OF THE ROAD.  A LARGE
 SB0853'WHITE BM PAINTED ON THE WEST FACE OF THE CLIFF.  NOTE-- 7.7 MILES
 SB0853'NORTHEAST OF SCHOOL AT PACKWOOD ALONG U.S. HIGHWAY 12, THENCE 9.7
 SB0853'MILES NORTHEAST ALONG STATE HIGHWAY 123, NEAR THE CENTER OF A LONG
 SB0853'CURVE, 17 FT. EAST OF CENTERLINE OF ROAD AND ABOUT 3 FT. HIGHER.
 SB0853
 SB0853                          STATION RECOVERY (2001)
 SB0853
 SB0853'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SB0853'RECOVERED IN GOOD CONDITION.
 SB0853
 SB0853                          STATION RECOVERY (2004)
 SB0853
 SB0853'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 SB0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0726 ***********************************************************************
 SX0726  DESIGNATION -  E 292
 SX0726  PID         -  SX0726
 SX0726  STATE/COUNTY-  WA/KING
 SX0726  USGS QUAD   -  LESTER (1989)
 SX0726
 SX0726                         *CURRENT SURVEY CONTROL
 SX0726  ___________________________________________________________________
 SX0726* NAD 83(1986)-  47 09 10.     (N)    121 23 47.     (W)     SCALED    
 SX0726* NAVD 88     -       838.893  (meters)    2752.27   (feet)  ADJUSTED  
 SX0726  ___________________________________________________________________
 SX0726  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 SX0726  DYNAMIC HT  -         838.839 (meters)    2752.09  (feet)  COMP
 SX0726  MODELED GRAV-     980,520.6   (mgal)                       NAVD 88
 SX0726
 SX0726  VERT ORDER  -  SECOND    CLASS 0
 SX0726
 SX0726.The horizontal coordinates were scaled from a topographic map and have
 SX0726.an estimated accuracy of +/- 6 seconds.
 SX0726
 SX0726.The orthometric height was determined by differential leveling
 SX0726.and adjusted by the National Geodetic Survey in June 1991..
 SX0726
 SX0726.The geoid height was determined by GEOID03.
 SX0726
 SX0726.The dynamic height is computed by dividing the NAVD 88
 SX0726.geopotential number by the normal gravity value computed on the
 SX0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0726.degrees latitude (g = 980.6199 gals.).
 SX0726
 SX0726.The modeled gravity was interpolated from observed gravity values.
 SX0726
 SX0726;                    North         East    Units  Estimated Accuracy
 SX0726;SPC WA N     -    17,140.      457,300.      MT  (+/- 180 meters Scaled)
 SX0726
 SX0726                          SUPERSEDED SURVEY CONTROL
 SX0726
 SX0726  NGVD 29 (??/??/92)  837.705  (m)         2748.37   (f) ADJ UNCH    2 0
 SX0726
 SX0726.Superseded values are not recommended for survey control.
 SX0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0726.See file dsdata.txt to determine how the superseded data were derived.
 SX0726
 SX0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT215233(NAD 83)
 SX0726_MARKER: DB = BENCH MARK DISK
 SX0726_SETTING: 66 = SET IN ROCK OUTCROP
 SX0726_SP_SET: ROCK OUTCROP
 SX0726_STAMPING: E 292 1946
 SX0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0726+STABILITY: POSITION/ELEVATION WELL
 SX0726
 SX0726  HISTORY     - Date     Condition        Report By
 SX0726  HISTORY     - 1946     MONUMENTED       CGS
 SX0726
 SX0726                          STATION DESCRIPTION
 SX0726
 SX0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SX0726'9.5 MI SW FROM LESTER.
 SX0726'3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0726'STATION AT LESTER, THENCE 6.2 MILES SOUTHWEST ALONG THE NACHES FOREST
 SX0726'SERVICE ROAD, ON THE NORTH BANK OF THE TWIN CAMP CREEK, ABOUT 125
 SX0726'YARDS SOUTHWEST OF MILEPOST NO. 9, 30 FEET SOUTHEAST OF A VERY LARGE
 SX0726'FIR TREE, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN TOP
 SX0726'OF A ROCK OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND LEVEL
 SX0726'AND ABOUT 5 FEET ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0620 ***********************************************************************
 SB0620  DESIGNATION -  E 293
 SB0620  PID         -  SB0620
 SB0620  STATE/COUNTY-  WA/YAKIMA
 SB0620  USGS QUAD   -  NORSE PEAK (1988)
 SB0620
 SB0620                         *CURRENT SURVEY CONTROL
 SB0620  ___________________________________________________________________
 SB0620* NAD 83(1986)-  46 54 16.     (N)    121 25 48.     (W)     SCALED    
 SB0620* NAVD 88     -      1224.276  (meters)    4016.65   (feet)  POSTED    
 SB0620  ___________________________________________________________________
 SB0620  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SB0620  DYNAMIC HT  -        1224.110 (meters)    4016.10  (feet)  COMP
 SB0620  MODELED GRAV-     980,432.9   (mgal)                       NAVD 88
 SB0620
 SB0620  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0620
 SB0620.The horizontal coordinates were scaled from a topographic map and have
 SB0620.an estimated accuracy of +/- 6 seconds.
 SB0620
 SB0620.The orthometric height was determined by differential leveling
 SB0620.and adjusted by the National Geodetic Survey in 1992..
 SB0620.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0620.rate of 1.1 thru 2.0 mm/km.
 SB0620
 SB0620.The geoid height was determined by GEOID03.
 SB0620
 SB0620.The dynamic height is computed by dividing the NAVD 88
 SB0620.geopotential number by the normal gravity value computed on the
 SB0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0620.degrees latitude (g = 980.6199 gals.).
 SB0620
 SB0620.The modeled gravity was interpolated from observed gravity values.
 SB0620
 SB0620;                    North         East    Units  Estimated Accuracy
 SB0620;SPC WA S     -   175,050.      429,150.      MT  (+/- 180 meters Scaled)
 SB0620
 SB0620                          SUPERSEDED SURVEY CONTROL
 SB0620
 SB0620  NGVD 29 (??/??/92) 1223.048  (m)         4012.62   (f) ADJ UNCH    2 0
 SB0620
 SB0620.Superseded values are not recommended for survey control.
 SB0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0620.See file dsdata.txt to determine how the superseded data were derived.
 SB0620
 SB0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS195957(NAD 83)
 SB0620_MARKER: DB = BENCH MARK DISK
 SB0620_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0620_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0620_STAMPING: E 293 1946
 SB0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0620
 SB0620  HISTORY     - Date     Condition        Report By
 SB0620  HISTORY     - 1946     MONUMENTED       CGS
 SB0620  HISTORY     - 1961     GOOD             NGS
 SB0620  HISTORY     - 1962     GOOD             USGS
 SB0620  HISTORY     - 1987     GOOD             USPSQD
 SB0620
 SB0620                          STATION DESCRIPTION
 SB0620
 SB0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0620'31.9 MI NE FROM PACKWOOD.
 SB0620'FROM THE GRADE SCHOOL AT PACKWOOD, GO NORTHEAST ON STATE HIGHWAY 5 FOR
 SB0620'23.3 MILES, THENCE RIGHT, NORTHEAST ON U.S. HIGHWAY 410 FOR 8.6 MILES.
 SB0620'THIS IS 0.6 MILE SOUTHWEST OF THE LARGE BRIDGE OVER MORSE CREEK. 21
 SB0620'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT THE NORTHEAST END
 SB0620'OF A CUT, ABOUT 3 FEET HIGHER THAN THE SURFACE OF THE HIGHWAY AND 1
 SB0620'FOOT SOUTH OF A METAL WITNESS POST.
 SB0620
 SB0620                          STATION RECOVERY (1962)
 SB0620
 SB0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 SB0620'RECOVERED IN GOOD CONDITION.
 SB0620
 SB0620                          STATION RECOVERY (1987)
 SB0620
 SB0620'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SB0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0559 ***********************************************************************
 SB0559  DESIGNATION -  E 294
 SB0559  PID         -  SB0559
 SB0559  STATE/COUNTY-  WA/YAKIMA
 SB0559  USGS QUAD   -  SELAH (1985)
 SB0559
 SB0559                         *CURRENT SURVEY CONTROL
 SB0559  ___________________________________________________________________
 SB0559* NAD 83(1986)-  46 37 54.     (N)    120 35 14.     (W)     SCALED    
 SB0559* NAVD 88     -       360.971  (meters)    1184.29   (feet)  POSTED    
 SB0559  ___________________________________________________________________
 SB0559  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 SB0559  DYNAMIC HT  -         360.970 (meters)    1184.28  (feet)  COMP
 SB0559  MODELED GRAV-     980,603.8   (mgal)                       NAVD 88
 SB0559
 SB0559  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0559
 SB0559.The horizontal coordinates were scaled from a topographic map and have
 SB0559.an estimated accuracy of +/- 6 seconds.
 SB0559
 SB0559.The orthometric height was determined by differential leveling
 SB0559.and adjusted by the National Geodetic Survey in 1992..
 SB0559.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0559.rate of 1.1 thru 2.0 mm/km.
 SB0559
 SB0559.The geoid height was determined by GEOID03.
 SB0559
 SB0559.The dynamic height is computed by dividing the NAVD 88
 SB0559.geopotential number by the normal gravity value computed on the
 SB0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0559.degrees latitude (g = 980.6199 gals.).
 SB0559
 SB0559.The modeled gravity was interpolated from observed gravity values.
 SB0559
 SB0559;                    North         East    Units  Estimated Accuracy
 SB0559;SPC WA S     -   144,310.      493,320.      MT  (+/- 180 meters Scaled)
 SB0559
 SB0559                          SUPERSEDED SURVEY CONTROL
 SB0559
 SB0559  NGVD 29 (??/??/92)  359.89   (m)         1180.7    (f) COMPUTED    2 0
 SB0559
 SB0559.Superseded values are not recommended for survey control.
 SB0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0559.See file dsdata.txt to determine how the superseded data were derived.
 SB0559
 SB0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS846670(NAD 83)
 SB0559_MARKER: DD = SURVEY DISK
 SB0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0559_SP_SET: ABUTMENT
 SB0559_STAMPING: E 294 1946
 SB0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0559
 SB0559  HISTORY     - Date     Condition        Report By
 SB0559  HISTORY     - 1946     MONUMENTED       CGS
 SB0559  HISTORY     - 1969     GOOD             NGS
 SB0559
 SB0559                          STATION DESCRIPTION
 SB0559
 SB0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 SB0559'5.0 MI NW FROM YAKIMA.
 SB0559'THE MARK IS ON THE NORTHEAST CONCRETE ABUTMENT OF THE STEEL BRIDGE
 SB0559'OVER THE NACHES RIVER ON THE OLD HIGHWAY, 16.8 FEET EAST OF THE CENTER
 SB0559'OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.  THIS BRIDGE IS ABOUT 100
 SB0559'YARDS WEST OF THE NEW DOUBLE BRIDGE ON THE NEW HIGHWAY, AND A ROAD
 SB0559'JOINS THE TWO HIGHWAYS ABOUT 1/4 MILE SOUTH OF THE BRIDGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0587 ***********************************************************************
 SB0587  DESIGNATION -  E 295
 SB0587  PID         -  SB0587
 SB0587  STATE/COUNTY-  WA/YAKIMA
 SB0587  USGS QUAD   -  NILE (1987)
 SB0587
 SB0587                         *CURRENT SURVEY CONTROL
 SB0587  ___________________________________________________________________
 SB0587* NAD 83(1986)-  46 50 44.     (N)    120 56 56.     (W)     SCALED    
 SB0587* NAVD 88     -       626.400  (meters)    2055.11   (feet)  POSTED    
 SB0587  ___________________________________________________________________
 SB0587  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 SB0587  DYNAMIC HT  -         626.370 (meters)    2055.02  (feet)  COMP
 SB0587  MODELED GRAV-     980,545.7   (mgal)                       NAVD 88
 SB0587
 SB0587  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0587
 SB0587.The horizontal coordinates were scaled from a topographic map and have
 SB0587.an estimated accuracy of +/- 6 seconds.
 SB0587
 SB0587.The orthometric height was determined by differential leveling
 SB0587.and adjusted by the National Geodetic Survey in 1992..
 SB0587.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0587.rate of 1.1 thru 2.0 mm/km.
 SB0587
 SB0587.The geoid height was determined by GEOID03.
 SB0587
 SB0587.The dynamic height is computed by dividing the NAVD 88
 SB0587.geopotential number by the normal gravity value computed on the
 SB0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0587.degrees latitude (g = 980.6199 gals.).
 SB0587
 SB0587.The modeled gravity was interpolated from observed gravity values.
 SB0587
 SB0587;                    North         East    Units  Estimated Accuracy
 SB0587;SPC WA S     -   168,180.      465,760.      MT  (+/- 180 meters Scaled)
 SB0587
 SB0587                          SUPERSEDED SURVEY CONTROL
 SB0587
 SB0587  NGVD 29 (??/??/92)  625.246  (m)         2051.33   (f) ADJ UNCH    2 0
 SB0587
 SB0587.Superseded values are not recommended for survey control.
 SB0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0587.See file dsdata.txt to determine how the superseded data were derived.
 SB0587
 SB0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS563900(NAD 83)
 SB0587_MARKER: DB = BENCH MARK DISK
 SB0587_SETTING: 66 = SET IN ROCK OUTCROP
 SB0587_SP_SET: OUTCROP
 SB0587_STAMPING: E 295 1946
 SB0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0587+STABILITY: POSITION/ELEVATION WELL
 SB0587
 SB0587  HISTORY     - Date     Condition        Report By
 SB0587  HISTORY     - 1946     MONUMENTED       CGS
 SB0587  HISTORY     - 1961     MARK NOT FOUND   NGS
 SB0587  HISTORY     - 1971     MARK NOT FOUND   USGS
 SB0587
 SB0587                          STATION DESCRIPTION
 SB0587
 SB0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0587'15.2 MI NW FROM NACHES.
 SB0587'WAS FROM THE INTERSECTION OF ALLAN STREET AND U.S. HIGHWAY 410 IN
 SB0587'NACHES, 15.2 MILES NORTHWEST ON U.S. HIGHWAY 410, ABOUT THE CENTER OF
 SB0587'A LONG CURVE AT A ROCK CUT, 25 FEET NORTHEAST OF THE CENTER LINE OF
 SB0587'THE HIGHWAY, SET IN TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 3 FEET
 SB0587'ABOVE THE SURFACE OF THE HIGHWAY.
 SB0587
 SB0587                          STATION RECOVERY (1971)
 SB0587
 SB0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SB0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0025 ***********************************************************************
 SD0025  DESIGNATION -  E 295
 SD0025  PID         -  SD0025
 SD0025  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0025  USGS QUAD   -  GRAYLAND (1994)
 SD0025
 SD0025                         *CURRENT SURVEY CONTROL
 SD0025  ___________________________________________________________________
 SD0025* NAD 83(1986)-  46 51 32.     (N)    124 05 38.     (W)     SCALED    
 SD0025* NAVD 88     -         3.893  (meters)      12.77   (feet)  ADJUSTED  
 SD0025  ___________________________________________________________________
 SD0025  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 SD0025  DYNAMIC HT  -           3.894 (meters)      12.78  (feet)  COMP
 SD0025  MODELED GRAV-     980,741.9   (mgal)                       NAVD 88
 SD0025
 SD0025  VERT ORDER  -  FIRST     CLASS II
 SD0025
 SD0025.The horizontal coordinates were scaled from a topographic map and have
 SD0025.an estimated accuracy of +/- 6 seconds.
 SD0025
 SD0025.The orthometric height was determined by differential leveling
 SD0025.and adjusted by the National Geodetic Survey in June 1991..
 SD0025.WARNING-Repeat measurements at this control monument indicate possible
 SD0025.vertical movement.
 SD0025
 SD0025.The geoid height was determined by GEOID03.
 SD0025
 SD0025.The dynamic height is computed by dividing the NAVD 88
 SD0025.geopotential number by the normal gravity value computed on the
 SD0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0025.degrees latitude (g = 980.6199 gals.).
 SD0025
 SD0025.The modeled gravity was interpolated from observed gravity values.
 SD0025
 SD0025;                    North         East    Units  Estimated Accuracy
 SD0025;SPC WA S     -   175,810.      226,060.      MT  (+/- 180 meters Scaled)
 SD0025
 SD0025                          SUPERSEDED SURVEY CONTROL
 SD0025
 SD0025  NGVD 29 (??/??/92)    2.895  (m)            9.50   (f) ADJ UNCH    1 2
 SD0025
 SD0025.Superseded values are not recommended for survey control.
 SD0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0025.See file dsdata.txt to determine how the superseded data were derived.
 SD0025
 SD0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS166900(NAD 83)
 SD0025_MARKER: DB = BENCH MARK DISK
 SD0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0025_STAMPING: E 295 1947
 SD0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0025+STABILITY: SURFACE MOTION
 SD0025
 SD0025  HISTORY     - Date     Condition        Report By
 SD0025  HISTORY     - 1947     MONUMENTED       CGS
 SD0025  HISTORY     - 1968     GOOD             NGS
 SD0025
 SD0025                          STATION DESCRIPTION
 SD0025
 SD0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SD0025'2.65 MI S FROM WESTPORT.
 SD0025'2.4 MILES SOUTH ALONG MONTESANO AVENUE FROM THE POST OFFICE AT
 SD0025'WESTPORT, THENCE 0.25 MILE EAST ALONG STATE HIGHWAY 105, IN R11W T16N,
 SD0025'SECTION 19, 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 SD0025'WEST OF THE WEST END OF A WOODEN GATE, 62 FEET WEST OF POWER POLE
 SD0025'16-4, 3.3 FEET SOUTH OF A FENCE, 1.0 FOOT EAST OF A WITNESS POST,
 SD0025'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SD0025'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0326 ***********************************************************************
 SY0326  DESIGNATION -  E 296
 SY0326  PID         -  SY0326
 SY0326  STATE/COUNTY-  WA/KING
 SY0326  USGS QUAD   -  
 SY0326
 SY0326                         *CURRENT SURVEY CONTROL
 SY0326  ___________________________________________________________________
 SY0326* NAD 83(1986)-  47 43 10.     (N)    122 21 21.     (W)     SCALED    
 SY0326* NAVD 88     -       145.803  (meters)     478.36   (feet)  ADJUSTED  
 SY0326  ___________________________________________________________________
 SY0326  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY0326  DYNAMIC HT  -         145.820 (meters)     478.41  (feet)  COMP
 SY0326  MODELED GRAV-     980,730.3   (mgal)                       NAVD 88
 SY0326
 SY0326  VERT ORDER  -  FIRST     CLASS I
 SY0326
 SY0326.The horizontal coordinates were scaled from a topographic map and have
 SY0326.an estimated accuracy of +/- 6 seconds.
 SY0326
 SY0326.The orthometric height was determined by differential leveling
 SY0326.and adjusted by the National Geodetic Survey in June 1991..
 SY0326.WARNING-Repeat measurements at this control monument indicate possible
 SY0326.vertical movement.
 SY0326
 SY0326.The geoid height was determined by GEOID03.
 SY0326
 SY0326.The dynamic height is computed by dividing the NAVD 88
 SY0326.geopotential number by the normal gravity value computed on the
 SY0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0326.degrees latitude (g = 980.6199 gals.).
 SY0326
 SY0326.The modeled gravity was interpolated from observed gravity values.
 SY0326
 SY0326;                    North         East    Units  Estimated Accuracy
 SY0326;SPC WA N     -    81,120.      385,780.      MT  (+/- 180 meters Scaled)
 SY0326
 SY0326                          SUPERSEDED SURVEY CONTROL
 SY0326
 SY0326  NGVD 29 (??/??/??)  144.713  (m)          474.78   (f) ADJUSTED    1 1
 SY0326
 SY0326.Superseded values are not recommended for survey control.
 SY0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0326.See file dsdata.txt to determine how the superseded data were derived.
 SY0326
 SY0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET483853(NAD 83)
 SY0326_MARKER: DB = BENCH MARK DISK
 SY0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0326_SP_SET: BUILDING
 SY0326_STAMPING: E 296 1947
 SY0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0326
 SY0326  HISTORY     - Date     Condition        Report By
 SY0326  HISTORY     - 1947     MONUMENTED       CGS
 SY0326  HISTORY     - 1973     GOOD             NGS
 SY0326  HISTORY     - 1983     GOOD             USPSQD
 SY0326  HISTORY     - 1988     GOOD             USPSQD
 SY0326  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY0326
 SY0326                          STATION DESCRIPTION
 SY0326
 SY0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0326'IN SEATTLE.
 SY0326'AT SEATTLE, AT THE NORTHWEST CORNER OF THE CROSSING OF N 125TH STREET
 SY0326'AND GREENWOOD AVENUE N, SET VERTICALLY IN THE SOUTH FACE OF THE
 SY0326'SOUTHEAST CORNER OF THE MAIN BUILDING OF BROADVIEW SCHOOL, 37 FEET
 SY0326'EAST OF THE CENTER OF THE SOUTH ENTRANCE TO THE SCHOOL, 1.5 FEET WEST
 SY0326'OF THE SE CORNER, ABOUT 7 FEET HIGHER THAN THE STREET, ABOUT 3.8
 SY0326'FEET HIGHER THAN THE GROUND.  1/4, SEC 24, T 26N, R 3E.
 SY0326
 SY0326                          STATION RECOVERY (1983)
 SY0326
 SY0326'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0326'RECOVERED IN GOOD CONDITION.
 SY0326
 SY0326                          STATION RECOVERY (1988)
 SY0326
 SY0326'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAG)
 SY0326'RECOVERED IN GOOD CONDITION.
 SY0326
 SY0326                          STATION RECOVERY (2001)
 SY0326
 SY0326'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0049 ***********************************************************************
 SY0049  DESIGNATION -  E 297
 SY0049  PID         -  SY0049
 SY0049  STATE/COUNTY-  WA/SNOHOMISH
 SY0049  USGS QUAD   -  MUKILTEO (1978)
 SY0049
 SY0049                         *CURRENT SURVEY CONTROL
 SY0049  ___________________________________________________________________
 SY0049* NAD 83(1986)-  47 54 24.     (N)    122 17 32.     (W)     SCALED    
 SY0049* NAVD 88     -       159.640  (meters)     523.75   (feet)  ADJUSTED  
 SY0049  ___________________________________________________________________
 SY0049  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0049  DYNAMIC HT  -         159.663 (meters)     523.83  (feet)  COMP
 SY0049  MODELED GRAV-     980,753.4   (mgal)                       NAVD 88
 SY0049
 SY0049  VERT ORDER  -  FIRST     CLASS II
 SY0049
 SY0049.The horizontal coordinates were scaled from a topographic map and have
 SY0049.an estimated accuracy of +/- 6 seconds.
 SY0049
 SY0049.The orthometric height was determined by differential leveling
 SY0049.and adjusted by the National Geodetic Survey in June 1991..
 SY0049
 SY0049.The geoid height was determined by GEOID03.
 SY0049
 SY0049.The dynamic height is computed by dividing the NAVD 88
 SY0049.geopotential number by the normal gravity value computed on the
 SY0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0049.degrees latitude (g = 980.6199 gals.).
 SY0049
 SY0049.The modeled gravity was interpolated from observed gravity values.
 SY0049
 SY0049;                    North         East    Units  Estimated Accuracy
 SY0049;SPC WA N     -   101,840.      390,950.      MT  (+/- 180 meters Scaled)
 SY0049
 SY0049                          SUPERSEDED SURVEY CONTROL
 SY0049
 SY0049  NGVD 29 (??/??/??)  158.525  (m)          520.09   (f) ADJUSTED    1 2
 SY0049
 SY0049.Superseded values are not recommended for survey control.
 SY0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0049.See file dsdata.txt to determine how the superseded data were derived.
 SY0049
 SY0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU528061(NAD 83)
 SY0049_MARKER: DB = BENCH MARK DISK
 SY0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0049_SP_SET: CONCRETE BASE
 SY0049_STAMPING: E 297 1947
 SY0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0049
 SY0049  HISTORY     - Date     Condition        Report By
 SY0049  HISTORY     - 1947     MONUMENTED       CGS
 SY0049  HISTORY     - 1969     GOOD             CGS
 SY0049
 SY0049                          STATION DESCRIPTION
 SY0049
 SY0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0049'3.2 MI S FROM MUKILTEO.
 SY0049'3.2 MILES SOUTH ALONG STATE HIGHWAY 1I FROM THE GREAT NORTHERN
 SY0049'RAILROAD STATION AT MUKILTEO, ABOUT 0.5 MILE NORTH OF THE WEST
 SY0049'ENTRANCE TO PAINE FIELD, AT A T INTERSECTION OF THE HIGHWAY AND A
 SY0049'GRAVEL ROAD LEADING EAST TO THE RUNWAYS, 120 FEET EAST OF THE CENTER
 SY0049'LINE OF THE HIGHWAY, 46 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 SY0049'ROAD, 33.4 FEET NORTH OF A FIRE HYDRANT, AND SET IN TOP OF THE
 SY0049'SOUTHWEST CORNER OF THE CONCRETE BASE OF A FLAGPOLE.
 SY0049
 SY0049                          STATION RECOVERY (1969)
 SY0049
 SY0049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 SY0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0341 ***********************************************************************
 SY0341  DESIGNATION -  E 298
 SY0341  PID         -  SY0341
 SY0341  STATE/COUNTY-  WA/KING
 SY0341  USGS QUAD   -  POVERTY BAY (1994)
 SY0341
 SY0341                         *CURRENT SURVEY CONTROL
 SY0341  ___________________________________________________________________
 SY0341* NAD 83(1986)-  47 36 06.     (N)    122 18 06.     (W)     SCALED    
 SY0341* NAVD 88     -        97.581  (meters)     320.15   (feet)  ADJUSTED  
 SY0341  ___________________________________________________________________
 SY0341  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SY0341  DYNAMIC HT  -          97.590 (meters)     320.18  (feet)  COMP
 SY0341  MODELED GRAV-     980,707.2   (mgal)                       NAVD 88
 SY0341
 SY0341  VERT ORDER  -  FIRST     CLASS II
 SY0341
 SY0341.The horizontal coordinates were scaled from a topographic map and have
 SY0341.an estimated accuracy of +/- 6 seconds.
 SY0341
 SY0341.The orthometric height was determined by differential leveling
 SY0341.and adjusted by the National Geodetic Survey in June 1991..
 SY0341
 SY0341.The geoid height was determined by GEOID03.
 SY0341
 SY0341.The dynamic height is computed by dividing the NAVD 88
 SY0341.geopotential number by the normal gravity value computed on the
 SY0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0341.degrees latitude (g = 980.6199 gals.).
 SY0341
 SY0341.The modeled gravity was interpolated from observed gravity values.
 SY0341
 SY0341;                    North         East    Units  Estimated Accuracy
 SY0341;SPC WA N     -    67,950.      389,590.      MT  (+/- 180 meters Scaled)
 SY0341
 SY0341                          SUPERSEDED SURVEY CONTROL
 SY0341
 SY0341  NGVD 29 (??/??/??)   96.488  (m)          316.56   (f) ADJUSTED    1 2
 SY0341
 SY0341.Superseded values are not recommended for survey control.
 SY0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0341.See file dsdata.txt to determine how the superseded data were derived.
 SY0341
 SY0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET524722(NAD 83)
 SY0341_MARKER: DB = BENCH MARK DISK
 SY0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0341_SP_SET: BUILDING
 SY0341_STAMPING: E 298 1947
 SY0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0341
 SY0341  HISTORY     - Date     Condition        Report By
 SY0341  HISTORY     - 1947     MONUMENTED       CGS
 SY0341  HISTORY     - 1965     GOOD             CGS
 SY0341  HISTORY     - 19910704 GOOD             USPSQD
 SY0341
 SY0341                          STATION DESCRIPTION
 SY0341
 SY0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0341'IN SEATTLE.
 SY0341'AT SEATTLE, AT THE NORTHEAST CORNER OF THE INTERSECTION OF YESLER WAY
 SY0341'AND 23RD AVENUE S., IN THE TOP OF THE CENTER OF A CONCRETE RETAINING
 SY0341'WALL PROJECTING 1 1/2 FEET ABOVE THE GROUND, 14.8 FEET WEST OF THE
 SY0341'CENTER OF THE SOUTH ENTRANCE DOOR TO YESLER BRANCH PUBLIC LIBRARY, 55
 SY0341'FEET NORTH OF THE CENTER LINE OF THE WAY, AND ABOUT 1 1/2 FEET HIGHER
 SY0341'THEN THE SIDEWALK.
 SY0341
 SY0341                          STATION RECOVERY (1991)
 SY0341
 SY0341'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTS)
 SY0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0273 ***********************************************************************
 SX0273  DESIGNATION -  E 299
 SX0273  PID         -  SX0273
 SX0273  STATE/COUNTY-  WA/CHELAN
 SX0273  USGS QUAD   -  MISSION PEAK (1987)
 SX0273
 SX0273                         *CURRENT SURVEY CONTROL
 SX0273  ___________________________________________________________________
 SX0273* NAD 83(1986)-  47 18 53.     (N)    120 22 53.     (W)     SCALED    
 SX0273* NAVD 88     -       984.012  (meters)    3228.38   (feet)  ADJUSTED  
 SX0273  ___________________________________________________________________
 SX0273  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 SX0273  DYNAMIC HT  -         983.970 (meters)    3228.24  (feet)  COMP
 SX0273  MODELED GRAV-     980,536.3   (mgal)                       NAVD 88
 SX0273
 SX0273  VERT ORDER  -  SECOND    CLASS 0
 SX0273
 SX0273.The horizontal coordinates were scaled from a topographic map and have
 SX0273.an estimated accuracy of +/- 6 seconds.
 SX0273
 SX0273.The orthometric height was determined by differential leveling
 SX0273.and adjusted by the National Geodetic Survey in June 1991..
 SX0273
 SX0273.The geoid height was determined by GEOID03.
 SX0273
 SX0273.The dynamic height is computed by dividing the NAVD 88
 SX0273.geopotential number by the normal gravity value computed on the
 SX0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0273.degrees latitude (g = 980.6199 gals.).
 SX0273
 SX0273.The modeled gravity was interpolated from observed gravity values.
 SX0273
 SX0273;                    North         East    Units  Estimated Accuracy
 SX0273;SPC WA N     -    35,090.      534,170.      MT  (+/- 180 meters Scaled)
 SX0273
 SX0273                          SUPERSEDED SURVEY CONTROL
 SX0273
 SX0273  NGVD 29 (??/??/92)  982.838  (m)         3224.53   (f) ADJ UNCH    2 0
 SX0273
 SX0273.Superseded values are not recommended for survey control.
 SX0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0273.See file dsdata.txt to determine how the superseded data were derived.
 SX0273
 SX0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT979434(NAD 83)
 SX0273_MARKER: DB = BENCH MARK DISK
 SX0273_SETTING: 80 = SET IN A BOULDER
 SX0273_STAMPING: E 299 1947
 SX0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0273+STABILITY: SURFACE MOTION
 SX0273
 SX0273  HISTORY     - Date     Condition        Report By
 SX0273  HISTORY     - 1947     MONUMENTED       CGS
 SX0273
 SX0273                          STATION DESCRIPTION
 SX0273
 SX0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0273'8.2 MI SW FROM SOUTH WENATCHEE.
 SX0273'0.5 MILE WEST ALONG TERMINAL AVENUE FROM THE SOUTH WENATCHEE SCHOOL AT
 SX0273'SOUTH WENATCHEE, THENCE 6.9 MILES SOUTHWEST ALONG SQUILLCHUCK ROAD,
 SX0273'THENCE 0.8 MILE WEST ALONG THE MISSION PEAK FOREST SERVICE ROAD, ABOUT
 SX0273'80 YARDS EAST OF SCOUT-A-VISTA (WENATCHEE BOY SCOUTS LOG CAMP), IN THE
 SX0273'NORTHEAST CORNER OF A SMALL CLEARED FIELD, 18 FEET SOUTH OF THE CENTER
 SX0273'LINE OF THE ROAD, 14.7 FEET WEST OF A 12-INCH PINE TREE, AND SET IN
 SX0273'THE TOP OF A SMALL OUTCROPPING BOULDER PROJECTING 0.7 FOOT ABOVE THE
 SX0273'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0185 ***********************************************************************
 TP0185  DESIGNATION -  E 30
 TP0185  PID         -  TP0185
 TP0185  STATE/COUNTY-  WA/FERRY
 TP0185  USGS QUAD   -  NESPELEM NE (1993)
 TP0185
 TP0185                         *CURRENT SURVEY CONTROL
 TP0185  ___________________________________________________________________
 TP0185* NAD 83(1986)-  48 11 09.     (N)    118 49 52.     (W)     SCALED    
 TP0185* NAVD 88     -       775.623  (meters)    2544.69   (feet)  ADJUSTED  
 TP0185  ___________________________________________________________________
 TP0185  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TP0185  DYNAMIC HT  -         775.668 (meters)    2544.84  (feet)  COMP
 TP0185  MODELED GRAV-     980,643.6   (mgal)                       NAVD 88
 TP0185
 TP0185  VERT ORDER  -  FIRST     CLASS II
 TP0185
 TP0185.The horizontal coordinates were scaled from a topographic map and have
 TP0185.an estimated accuracy of +/- 6 seconds.
 TP0185
 TP0185.The orthometric height was determined by differential leveling
 TP0185.and adjusted by the National Geodetic Survey in June 1991..
 TP0185
 TP0185.The geoid height was determined by GEOID03.
 TP0185
 TP0185.The dynamic height is computed by dividing the NAVD 88
 TP0185.geopotential number by the normal gravity value computed on the
 TP0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0185.degrees latitude (g = 980.6199 gals.).
 TP0185
 TP0185.The modeled gravity was interpolated from observed gravity values.
 TP0185
 TP0185;                    North         East    Units  Estimated Accuracy
 TP0185;SPC WA N     -   133,780.      648,850.      MT  (+/- 180 meters Scaled)
 TP0185
 TP0185                          SUPERSEDED SURVEY CONTROL
 TP0185
 TP0185  NGVD 29 (??/??/92)  774.354  (m)         2540.53   (f) ADJ UNCH    1 2
 TP0185
 TP0185.Superseded values are not recommended for survey control.
 TP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0185.See file dsdata.txt to determine how the superseded data were derived.
 TP0185
 TP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP639385(NAD 83)
 TP0185_MARKER: DB = BENCH MARK DISK
 TP0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0185_STAMPING: E 30 1933
 TP0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0185+STABILITY: SURFACE MOTION
 TP0185
 TP0185  HISTORY     - Date     Condition        Report By
 TP0185  HISTORY     - 1933     MONUMENTED       CGS
 TP0185  HISTORY     - 1985     GOOD             USPSQD
 TP0185
 TP0185                          STATION DESCRIPTION
 TP0185
 TP0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0185'8.4 MI E FROM NESPELEM.
 TP0185'40 FEET SOUTHWEST OF CENTER LINE OF NESPELEM-KELLER ROAD, 6 FEET
 TP0185'NORTHEAST OF 8 INCH PINE TREE, 3 FEET NORTHEAST OF FENCE, 4 FEET BELOW
 TP0185'THE LEVEL OF THE ROAD.
 TP0185
 TP0185                          STATION RECOVERY (1985)
 TP0185
 TP0185'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 TP0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0329 ***********************************************************************
 SX0329  DESIGNATION -  E 300
 SX0329  PID         -  SX0329
 SX0329  STATE/COUNTY-  WA/CHELAN
 SX0329  USGS QUAD   -  MONITOR (1987)
 SX0329
 SX0329                         *CURRENT SURVEY CONTROL
 SX0329  ___________________________________________________________________
 SX0329* NAD 83(1986)-  47 28 52.     (N)    120 29 19.     (W)     SCALED    
 SX0329* NAVD 88     -       315.887  (meters)    1036.37   (feet)  ADJUSTED  
 SX0329  ___________________________________________________________________
 SX0329  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 SX0329  DYNAMIC HT  -         315.903 (meters)    1036.43  (feet)  COMP
 SX0329  MODELED GRAV-     980,655.4   (mgal)                       NAVD 88
 SX0329
 SX0329  VERT ORDER  -  SECOND    CLASS 0
 SX0329
 SX0329.The horizontal coordinates were scaled from a topographic map and have
 SX0329.an estimated accuracy of +/- 6 seconds.
 SX0329
 SX0329.The orthometric height was determined by differential leveling
 SX0329.and adjusted by the National Geodetic Survey in June 1991..
 SX0329
 SX0329.The geoid height was determined by GEOID03.
 SX0329
 SX0329.The dynamic height is computed by dividing the NAVD 88
 SX0329.geopotential number by the normal gravity value computed on the
 SX0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0329.degrees latitude (g = 980.6199 gals.).
 SX0329
 SX0329.The modeled gravity was interpolated from observed gravity values.
 SX0329
 SX0329;                    North         East    Units  Estimated Accuracy
 SX0329;SPC WA N     -    53,550.      525,980.      MT  (+/- 180 meters Scaled)
 SX0329
 SX0329                          SUPERSEDED SURVEY CONTROL
 SX0329
 SX0329  NGVD 29 (??/??/92)  314.733  (m)         1032.59   (f) ADJ UNCH    2 0
 SX0329
 SX0329.Superseded values are not recommended for survey control.
 SX0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0329.See file dsdata.txt to determine how the superseded data were derived.
 SX0329
 SX0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT892616(NAD 83)
 SX0329_MARKER: DB = BENCH MARK DISK
 SX0329_SETTING: 80 = SET IN A BOULDER
 SX0329_STAMPING: E 300 1947
 SX0329_MARK LOGO: CGS   
 SX0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0329+STABILITY: SURFACE MOTION
 SX0329
 SX0329  HISTORY     - Date     Condition        Report By
 SX0329  HISTORY     - 1947     MONUMENTED       CGS
 SX0329  HISTORY     - 1982     GOOD             NGS
 SX0329
 SX0329                          STATION DESCRIPTION
 SX0329
 SX0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0329'3.2 MI SE FROM CASHMERE.
 SX0329'3.2 MILES SOUTHEAST ALONG MISSION CREEK ROAD FROM THE FRANCES WILLARD
 SX0329'HIGH SCHOOL AT CASHMERE, 206 FEET WEST OF THE CENTER LINE OF THE ROAD
 SX0329'AT A SIGN POST READING SLAWSON CANYON, 110 FEET WEST OF THE WEST END
 SX0329'OF A WOODEN BRIDGE OVER MISSION CREEK, 25 FEET NORTHWEST OF THE
 SX0329'NORTHWEST CORNER OF A LOG DWELLING, AND SET IN THE TOP OF A LARGE
 SX0329'BOULDER ABOUT 5 FEET ABOVE THE GROUND.
 SX0329
 SX0329                          STATION RECOVERY (1982)
 SX0329
 SX0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0229 ***********************************************************************
 SB0229  DESIGNATION -  E 301
 SB0229  PID         -  SB0229
 SB0229  STATE/COUNTY-  WA/KITTITAS
 SB0229  USGS QUAD   -  EAST KITTITAS (1953)
 SB0229
 SB0229                         *CURRENT SURVEY CONTROL
 SB0229  ___________________________________________________________________
 SB0229* NAD 83(1986)-  46 58 53.     (N)    120 20 51.     (W)     SCALED    
 SB0229* NAVD 88     -       563.228  (meters)    1847.86   (feet)  ADJUSTED  
 SB0229  ___________________________________________________________________
 SB0229  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 SB0229  DYNAMIC HT  -         563.226 (meters)    1847.85  (feet)  COMP
 SB0229  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 SB0229
 SB0229  VERT ORDER  -  SECOND    CLASS 0
 SB0229
 SB0229.The horizontal coordinates were scaled from a topographic map and have
 SB0229.an estimated accuracy of +/- 6 seconds.
 SB0229
 SB0229.The orthometric height was determined by differential leveling
 SB0229.and adjusted by the National Geodetic Survey in June 1991..
 SB0229
 SB0229.The geoid height was determined by GEOID03.
 SB0229
 SB0229.The dynamic height is computed by dividing the NAVD 88
 SB0229.geopotential number by the normal gravity value computed on the
 SB0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0229.degrees latitude (g = 980.6199 gals.).
 SB0229
 SB0229.The modeled gravity was interpolated from observed gravity values.
 SB0229
 SB0229;                    North         East    Units  Estimated Accuracy
 SB0229;SPC WA S     -   183,200.      511,600.      MT  (+/- 180 meters Scaled)
 SB0229
 SB0229                          SUPERSEDED SURVEY CONTROL
 SB0229
 SB0229  NGVD 29 (??/??/92)  562.101  (m)         1844.16   (f) ADJ UNCH    2 0
 SB0229
 SB0229.Superseded values are not recommended for survey control.
 SB0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0229.See file dsdata.txt to determine how the superseded data were derived.
 SB0229
 SB0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT017065(NAD 83)
 SB0229_MARKER: DB = BENCH MARK DISK
 SB0229_SETTING: 80 = SET IN A BOULDER
 SB0229_SP_SET: BOULDER
 SB0229_STAMPING: E 301 1947
 SB0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0229+STABILITY: SURFACE MOTION
 SB0229
 SB0229  HISTORY     - Date     Condition        Report By
 SB0229  HISTORY     - 1947     MONUMENTED       CGS
 SB0229
 SB0229                          STATION DESCRIPTION
 SB0229
 SB0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SB0229'1.0 MI NE FROM EAST KITTITAS.
 SB0229'1.0 MILE NORTHEAST ALONG PARK CREEK ROAD FROM THE CHICAGO, MILWAUKEE,
 SB0229'ST. PAUL AND PACIFIC RAILROAD STATION AT EAST KITTITAS, 0.2 MILE
 SB0229'NORTHEAST OF A SMALL FRAME HOUSE, 43 FEET WEST OF THE CENTER LINE OF
 SB0229'THE ROAD, 37 FEET SOUTH OF A TELEPHONE POLE, 24.3 FEET WEST OF A WIRE
 SB0229'FENCE, 7.0 FEET SOUTH OF A ROCK CARIN, AND SET IN THE TOP OF AN
 SB0229'OUTCROPPING BOULDER ABOUT 8 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0248 ***********************************************************************
 SB0248  DESIGNATION -  E 302
 SB0248  PID         -  SB0248
 SB0248  STATE/COUNTY-  WA/KITTITAS
 SB0248  USGS QUAD   -  GINKGO (1978)
 SB0248
 SB0248                         *CURRENT SURVEY CONTROL
 SB0248  ___________________________________________________________________
 SB0248* NAD 83(1986)-  46 57 35.     (N)    120 06 30.     (W)     SCALED    
 SB0248* NAVD 88     -       574.369  (meters)    1884.41   (feet)  ADJUSTED  
 SB0248  ___________________________________________________________________
 SB0248  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 SB0248  DYNAMIC HT  -         574.371 (meters)    1884.42  (feet)  COMP
 SB0248  MODELED GRAV-     980,599.4   (mgal)                       NAVD 88
 SB0248
 SB0248  VERT ORDER  -  SECOND    CLASS 0
 SB0248
 SB0248.The horizontal coordinates were scaled from a topographic map and have
 SB0248.an estimated accuracy of +/- 6 seconds.
 SB0248
 SB0248.The orthometric height was determined by differential leveling
 SB0248.and adjusted by the National Geodetic Survey in June 1991..
 SB0248
 SB0248.The geoid height was determined by GEOID03.
 SB0248
 SB0248.The dynamic height is computed by dividing the NAVD 88
 SB0248.geopotential number by the normal gravity value computed on the
 SB0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0248.degrees latitude (g = 980.6199 gals.).
 SB0248
 SB0248.The modeled gravity was interpolated from observed gravity values.
 SB0248
 SB0248;                    North         East    Units  Estimated Accuracy
 SB0248;SPC WA S     -   180,850.      529,810.      MT  (+/- 180 meters Scaled)
 SB0248
 SB0248                          SUPERSEDED SURVEY CONTROL
 SB0248
 SB0248  NGVD 29 (??/??/92)  573.248  (m)         1880.73   (f) ADJ UNCH    2 0
 SB0248
 SB0248.Superseded values are not recommended for survey control.
 SB0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0248.See file dsdata.txt to determine how the superseded data were derived.
 SB0248
 SB0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT199047(NAD 83)
 SB0248_MARKER: DB = BENCH MARK DISK
 SB0248_SETTING: 80 = SET IN A BOULDER
 SB0248_SP_SET: BOULDER
 SB0248_STAMPING: E 302 1947
 SB0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0248+STABILITY: SURFACE MOTION
 SB0248
 SB0248  HISTORY     - Date     Condition        Report By
 SB0248  HISTORY     - 1947     MONUMENTED       CGS
 SB0248  HISTORY     - 1957     GOOD             DOD
 SB0248
 SB0248                          STATION DESCRIPTION
 SB0248
 SB0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SB0248'7.0 MI W FROM VANTAGE.
 SB0248'7.0 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE WEST END OF VANTAGE
 SB0248'BRIDGE OVER THE COLUMBIA RIVER AT VANTAGE, SOUTH AND ACROSS HIGHWAY
 SB0248'FROM A DEEP CUT IN THE NORTH BANK OF THE HIGHWAY, 162 FEET SOUTH OF
 SB0248'THE INTERSECTION OF THE CENTER LINES OF THE HIGHWAY AND A DIM TRACK
 SB0248'ROAD LEADING SOUTHEAST, 6 FEET SOUTH OF A SMALL STREAM BED, AND SET IN
 SB0248'THE TOP OF A LARGE BOULDER ABOUT 8 FEET ABOVE THE STREAM BED.
 SB0248
 SB0248                          STATION RECOVERY (1957)
 SB0248
 SB0248'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 SB0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0804 ***********************************************************************
 SW0804  DESIGNATION -  E 302
 SW0804  PID         -  SW0804
 SW0804  STATE/COUNTY-  WA/GRANT
 SW0804  USGS QUAD   -  MOSES LAKE SOUTH (1978)
 SW0804
 SW0804                         *CURRENT SURVEY CONTROL
 SW0804  ___________________________________________________________________
 SW0804* NAD 83(1986)-  47 06 06.     (N)    119 19 06.     (W)     SCALED    
 SW0804* NAVD 88     -       324.54   (+/-2cm)    1064.8    (feet)  VERTCON   
 SW0804  ___________________________________________________________________
 SW0804  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 SW0804
 SW0804  VERT ORDER  -  ? (See Below)
 SW0804
 SW0804.The horizontal coordinates were scaled from a topographic map and have
 SW0804.an estimated accuracy of +/- 6 seconds.
 SW0804
 SW0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0804.The vertical order pertains to the NGVD 29 superseded value.
 SW0804
 SW0804.The geoid height was determined by GEOID03.
 SW0804
 SW0804;                    North         East    Units  Estimated Accuracy
 SW0804;SPC WA S     -   197,230.      589,700.      MT  (+/- 180 meters Scaled)
 SW0804
 SW0804                          SUPERSEDED SURVEY CONTROL
 SW0804
 SW0804  NGVD 29 (??/??/92)  323.422  (m)         1061.09   (f) ADJ UNCH    ?  
 SW0804
 SW0804.Superseded values are not recommended for survey control.
 SW0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0804.See file dsdata.txt to determine how the superseded data were derived.
 SW0804
 SW0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN240190(NAD 83)
 SW0804_MARKER: S = SPIKE
 SW0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0804_SP_SET: POLE
 SW0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0804
 SW0804  HISTORY     - Date     Condition        Report By
 SW0804  HISTORY     - UNK      MONUMENTED       BOR
 SW0804  HISTORY     - 1935     GOOD             NGS
 SW0804  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0804
 SW0804                          STATION DESCRIPTION
 SW0804
 SW0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0804'3 MI SW FROM NEPPEL.
 SW0804'3 MILES SOUTHWEST ALONG A ROAD FROM NEPPEL, GRANT COUNTY, AT A POINT
 SW0804'WHERE THE ROAD CURVES TO THE NORTH AND CROSSES MOSES LAKE ON A FILL,
 SW0804'AND 1 POWER-TRANSMISSION LINE POLE SOUTHEAST OF THE LAKE.  A SPIKE
 SW0804'DRIVEN IN A POLE, FLANKED BY THE PAINTED LETTERS E 302 B.M.
 SW0804
 SW0804                          STATION RECOVERY (1968)
 SW0804
 SW0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0199 ***********************************************************************
 SB0199  DESIGNATION -  E 303
 SB0199  PID         -  SB0199
 SB0199  STATE/COUNTY-  WA/YAKIMA
 SB0199  USGS QUAD   -  YAKIMA EAST (1985)
 SB0199
 SB0199                         *CURRENT SURVEY CONTROL
 SB0199  ___________________________________________________________________
 SB0199* NAD 83(1986)-  46 32 57.     (N)    120 23 43.     (W)     SCALED    
 SB0199* NAVD 88     -       317.845  (meters)    1042.80   (feet)  ADJUSTED  
 SB0199  ___________________________________________________________________
 SB0199  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SB0199  DYNAMIC HT  -         317.844 (meters)    1042.79  (feet)  COMP
 SB0199  MODELED GRAV-     980,604.1   (mgal)                       NAVD 88
 SB0199
 SB0199  VERT ORDER  -  SECOND    CLASS 0
 SB0199
 SB0199.The horizontal coordinates were scaled from a topographic map and have
 SB0199.an estimated accuracy of +/- 6 seconds.
 SB0199
 SB0199.The orthometric height was determined by differential leveling
 SB0199.and adjusted by the National Geodetic Survey in June 1991..
 SB0199
 SB0199.The geoid height was determined by GEOID03.
 SB0199
 SB0199.The dynamic height is computed by dividing the NAVD 88
 SB0199.geopotential number by the normal gravity value computed on the
 SB0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0199.degrees latitude (g = 980.6199 gals.).
 SB0199
 SB0199.The modeled gravity was interpolated from observed gravity values.
 SB0199
 SB0199;                    North         East    Units  Estimated Accuracy
 SB0199;SPC WA S     -   135,150.      508,030.      MT  (+/- 180 meters Scaled)
 SB0199
 SB0199                          SUPERSEDED SURVEY CONTROL
 SB0199
 SB0199  NGVD 29 (??/??/92)  316.774  (m)         1039.28   (f) ADJ UNCH    2 0
 SB0199
 SB0199.Superseded values are not recommended for survey control.
 SB0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0199.See file dsdata.txt to determine how the superseded data were derived.
 SB0199
 SB0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS996583(NAD 83)
 SB0199_MARKER: DB = BENCH MARK DISK
 SB0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0199_STAMPING: E 303 1949
 SB0199_MARK LOGO: CGS   
 SB0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0199+STABILITY: SURFACE MOTION
 SB0199
 SB0199  HISTORY     - Date     Condition        Report By
 SB0199  HISTORY     - 1949     MONUMENTED       CGS
 SB0199  HISTORY     - 1965     GOOD             USGS
 SB0199  HISTORY     - 1982     GOOD             NGS
 SB0199  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SB0199
 SB0199                          STATION DESCRIPTION
 SB0199
 SB0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0199'0.9 MI W FROM MOXEE CITY.
 SB0199'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 11-A FROM THE HIGH SCHOOL AT
 SB0199'MOXEE CITY, THENCE 0.7 MILE WEST ALONG BEAUCHENE ROAD, ABOUT 37 YARDS
 SB0199'EAST OF THE CENTER OF THE INTERSECTION OF BEAUCHENE AND LAFRAMBOISE
 SB0199'ROADS, 34.6 FEET NORTH OF THE NORTHEAST CORNER OF THE PETE LINGER
 SB0199'FARMHOUSE, 36.3 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20.2 FEET
 SB0199'SOUTHWEST OF A POWER LINE POLE SUPPORTING A SMALL TRANSFORMER, 16 FEET
 SB0199'SOUTH OF THE NORTHEAST CORNER OF A YARD FENCE, AND SET IN THE TOP OF A
 SB0199'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- ONE BLOCK
 SB0199'NORTH OF POST OFFICE AT MATTAWA, GRANT COUNTY, 0.5 MILES EAST ALONG A
 SB0199'ROAD.
 SB0199
 SB0199                          STATION RECOVERY (1965)
 SB0199
 SB0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SB0199'RECOVERED IN GOOD CONDITION.
 SB0199
 SB0199                          STATION RECOVERY (1982)
 SB0199
 SB0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0199'RECOVERED IN GOOD CONDITION.
 SB0199
 SB0199                          STATION RECOVERY (1990)
 SB0199
 SB0199'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1501 ***********************************************************************
 SA1501  DESIGNATION -  E 303
 SA1501  PID         -  SA1501
 SA1501  STATE/COUNTY-  WA/GRANT
 SA1501  USGS QUAD   -  PRIEST RAPIDS (1978)
 SA1501
 SA1501                         *CURRENT SURVEY CONTROL
 SA1501  ___________________________________________________________________
 SA1501* NAD 83(1986)-  46 44 13.     (N)    119 53 44.     (W)     SCALED    
 SA1501* NAVD 88     -       238.00   (+/-2cm)     780.8    (feet)  VERTCON   
 SA1501  ___________________________________________________________________
 SA1501  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 SA1501
 SA1501  VERT ORDER  -  ? (See Below)
 SA1501
 SA1501.The horizontal coordinates were scaled from a topographic map and have
 SA1501.an estimated accuracy of +/- 6 seconds.
 SA1501
 SA1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1501.The vertical order pertains to the NGVD 29 superseded value.
 SA1501
 SA1501.The geoid height was determined by GEOID03.
 SA1501
 SA1501;                    North         East    Units  Estimated Accuracy
 SA1501;SPC WA S     -   156,190.      546,190.      MT  (+/- 180 meters Scaled)
 SA1501
 SA1501                          SUPERSEDED SURVEY CONTROL
 SA1501
 SA1501  NGVD 29 (??/??/92)  236.921  (m)          777.30   (f) ADJ UNCH    ?  
 SA1501
 SA1501.Superseded values are not recommended for survey control.
 SA1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1501.See file dsdata.txt to determine how the superseded data were derived.
 SA1501
 SA1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM787800(NAD 83)
 SA1501_MARKER: DD = SURVEY DISK
 SA1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1501_STAMPING: E 30 1937
 SA1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1501+STABILITY: SURFACE MOTION
 SA1501
 SA1501  HISTORY     - Date     Condition        Report By
 SA1501  HISTORY     - 1937     MONUMENTED       BOR
 SA1501  HISTORY     - 1967     GOOD             NGS
 SA1501
 SA1501                          STATION DESCRIPTION
 SA1501
 SA1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1501'IN MATTAWA.
 SA1501'THE MARK IS IN THE NORTHWEST CORNER OF SECTION 1, T14N, R23E, IN THE
 SA1501'SOUTHEAST ANGLE OF THE CROSSROAD AT THE EASTERN EDGE OF THE VILLAGE OF
 SA1501'MATTAWA.  (DISTANCES TO MARKS DESCRIBED ABOVE TAKEN FROM THIS
 SA1501'CROSSROAD).  THE MARK IS 95 FEET EAST OF THE CENTER OF THE GRAVEL
 SA1501'ROAD, 64 FEET SOUTH OF THE CENTER OF THE TOWNSHIP LINE ROAD, AND 34
 SA1501'FEET SOUTH-SOUTHWEST OF A POWER POLE WITH A METER, USED FOR LIGHTING A
 SA1501'RADIATION DANGER SIGN.  A METAL WITNESS POST WAS SET 6 INCHES SOUTH OF
 SA1501'THE MARK.  MARK IS A U.S.B.R. DISK SET IN A SQUARE CONCRETE POST WHICH
 SA1501'PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1487 ***********************************************************************
 SA1487  DESIGNATION -  E 304
 SA1487  PID         -  SA1487
 SA1487  STATE/COUNTY-  WA/YAKIMA
 SA1487  USGS QUAD   -  CAIRN HOPE PEAK (1978)
 SA1487
 SA1487                         *CURRENT SURVEY CONTROL
 SA1487  ___________________________________________________________________
 SA1487* NAD 83(1986)-  46 31 42.     (N)    119 52 39.     (W)     SCALED    
 SA1487* NAVD 88     -       359.111  (meters)    1178.18   (feet)  ADJUSTED  
 SA1487  ___________________________________________________________________
 SA1487  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 SA1487  DYNAMIC HT  -         359.119 (meters)    1178.21  (feet)  COMP
 SA1487  MODELED GRAV-     980,626.5   (mgal)                       NAVD 88
 SA1487
 SA1487  VERT ORDER  -  SECOND    CLASS 0
 SA1487
 SA1487.The horizontal coordinates were scaled from a topographic map and have
 SA1487.an estimated accuracy of +/- 6 seconds.
 SA1487
 SA1487.The orthometric height was determined by differential leveling
 SA1487.and adjusted by the National Geodetic Survey in June 1991..
 SA1487
 SA1487.The geoid height was determined by GEOID03.
 SA1487
 SA1487.The dynamic height is computed by dividing the NAVD 88
 SA1487.geopotential number by the normal gravity value computed on the
 SA1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1487.degrees latitude (g = 980.6199 gals.).
 SA1487
 SA1487.The modeled gravity was interpolated from observed gravity values.
 SA1487
 SA1487;                    North         East    Units  Estimated Accuracy
 SA1487;SPC WA S     -   133,010.      547,760.      MT  (+/- 180 meters Scaled)
 SA1487
 SA1487                          SUPERSEDED SURVEY CONTROL
 SA1487
 SA1487  NGVD 29 (??/??/92)  358.044  (m)         1174.68   (f) ADJ UNCH    2 0
 SA1487
 SA1487.Superseded values are not recommended for survey control.
 SA1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1487.See file dsdata.txt to determine how the superseded data were derived.
 SA1487
 SA1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM793567(NAD 83)
 SA1487_MARKER: DB = BENCH MARK DISK
 SA1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1487_STAMPING: E 304 1949
 SA1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1487+STABILITY: SURFACE MOTION
 SA1487
 SA1487  HISTORY     - Date     Condition        Report By
 SA1487  HISTORY     - 1949     MONUMENTED       CGS
 SA1487
 SA1487                          STATION DESCRIPTION
 SA1487
 SA1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1487'3.5 MI NW FROM E. ROBERT RANCH.
 SA1487'1.5 MILES WEST ALONG A RANCH ROAD FROM THE E. ROBERT RANCH (FORMER
 SA1487'WAUTOMA POST OFFICE), THENCE 2.0 MILES NORTH ALONG THE
 SA1487'SUNNYSIDE-HANFORD HIGHWAY, 0.4 MILE NORTH OF A 70-FOOT WOODEN BRIDGE
 SA1487'OVER A DRY CREEK, ON THE OUTSIDE OF A CURVE, 170.0 FEET SOUTHEAST OF
 SA1487'THE SOUTHWEST END OF A 24-INCH CONCRETE PIPE CULVERT, 143 FEET EAST OF
 SA1487'THE EAST BANK OF A LARGE CREEK, 66.0 FEET SOUTHWEST OF THE CENTER LINE
 SA1487'OF THE HIGHWAY, 2.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET
 SA1487'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SA1487'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1346 ***********************************************************************
 SA1346  DESIGNATION -  E 305
 SA1346  PID         -  SA1346
 SA1346  STATE/COUNTY-  WA/YAKIMA
 SA1346  USGS QUAD   -  GRANDVIEW (1978)
 SA1346
 SA1346                         *CURRENT SURVEY CONTROL
 SA1346  ___________________________________________________________________
 SA1346* NAD 83(1986)-  46 22 01.     (N)    119 59 55.     (W)     SCALED    
 SA1346* NAVD 88     -       284.978  (meters)     934.97   (feet)  ADJUSTED  
 SA1346  ___________________________________________________________________
 SA1346  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SA1346  DYNAMIC HT  -         284.983 (meters)     934.98  (feet)  COMP
 SA1346  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 SA1346
 SA1346  VERT ORDER  -  SECOND    CLASS 0
 SA1346
 SA1346.The horizontal coordinates were scaled from a topographic map and have
 SA1346.an estimated accuracy of +/- 6 seconds.
 SA1346
 SA1346.The orthometric height was determined by differential leveling
 SA1346.and adjusted by the National Geodetic Survey in June 1991..
 SA1346
 SA1346.The geoid height was determined by GEOID03.
 SA1346
 SA1346.The dynamic height is computed by dividing the NAVD 88
 SA1346.geopotential number by the normal gravity value computed on the
 SA1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1346.degrees latitude (g = 980.6199 gals.).
 SA1346
 SA1346.The modeled gravity was interpolated from observed gravity values.
 SA1346
 SA1346;                    North         East    Units  Estimated Accuracy
 SA1346;SPC WA S     -   115,010.      538,580.      MT  (+/- 180 meters Scaled)
 SA1346
 SA1346                          SUPERSEDED SURVEY CONTROL
 SA1346
 SA1346  NGVD 29 (??/??/92)  283.926  (m)          931.51   (f) ADJ UNCH    2 0
 SA1346
 SA1346.Superseded values are not recommended for survey control.
 SA1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1346.See file dsdata.txt to determine how the superseded data were derived.
 SA1346
 SA1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM693391(NAD 83)
 SA1346_MARKER: DB = BENCH MARK DISK
 SA1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1346_STAMPING: E 305 1949
 SA1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1346+STABILITY: SURFACE MOTION
 SA1346
 SA1346  HISTORY     - Date     Condition        Report By
 SA1346  HISTORY     - 1949     MONUMENTED       CGS
 SA1346  HISTORY     - 1974     GOOD             USGS
 SA1346
 SA1346                          STATION DESCRIPTION
 SA1346
 SA1346'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA1346'9.0 MI E FROM SUNNYSIDE.
 SA1346'9.0 MILES EAST ALONG HANFORD ROAD FROM N.P.RR STA. AT SUNNYSIDE,
 SA1346'SUNNYSIDE P.O. EAST ALONG EDISON AVE. 0.55 MILES TO INTERSECTION, TURN
 SA1346'LEFT, NORTH ALONG 16TH ST. 0.5 MILE TO AN INTERSECTION, CONTINUE NORTH
 SA1346'ON WASHOUT ROAD 2.55 MILES TO T-RD WEST. 46 FT SE OF T-RD. 30 FT EAST
 SA1346'OF WASHOUT ROAD, ABOUT 62 FT SOUTH OF SW CORNER OF GRAPE VINEYARY. A
 SA1346'STANDARD DISK SET IN TOP OF CONCRETE POST PROJECTING 0.4 FOOT. STAMPED
 SA1346'E 305 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0449 ***********************************************************************
 SB0449  DESIGNATION -  E 306
 SB0449  PID         -  SB0449
 SB0449  STATE/COUNTY-  WA/YAKIMA
 SB0449  USGS QUAD   -  SUNNYSIDE (1978)
 SB0449
 SB0449                         *CURRENT SURVEY CONTROL
 SB0449  ___________________________________________________________________
 SB0449* NAD 83(1986)-  46 20 46.     (N)    120 07 02.     (W)     SCALED    
 SB0449* NAVD 88     -       235.204  (meters)     771.67   (feet)  ADJUSTED  
 SB0449  ___________________________________________________________________
 SB0449  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SB0449  DYNAMIC HT  -         235.206 (meters)     771.67  (feet)  COMP
 SB0449  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 SB0449
 SB0449  VERT ORDER  -  SECOND    CLASS 0
 SB0449
 SB0449.The horizontal coordinates were scaled from a topographic map and have
 SB0449.an estimated accuracy of +/- 6 seconds.
 SB0449
 SB0449.The orthometric height was determined by differential leveling
 SB0449.and adjusted by the National Geodetic Survey in June 1991..
 SB0449
 SB0449.The geoid height was determined by GEOID03.
 SB0449
 SB0449.The dynamic height is computed by dividing the NAVD 88
 SB0449.geopotential number by the normal gravity value computed on the
 SB0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0449.degrees latitude (g = 980.6199 gals.).
 SB0449
 SB0449.The modeled gravity was interpolated from observed gravity values.
 SB0449
 SB0449;                    North         East    Units  Estimated Accuracy
 SB0449;SPC WA S     -   112,640.      529,460.      MT  (+/- 180 meters Scaled)
 SB0449
 SB0449                          SUPERSEDED SURVEY CONTROL
 SB0449
 SB0449  NGVD 29 (??/??/92)  234.156  (m)          768.23   (f) ADJ UNCH    2 0
 SB0449
 SB0449.Superseded values are not recommended for survey control.
 SB0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0449.See file dsdata.txt to determine how the superseded data were derived.
 SB0449
 SB0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS218365(NAD 83)
 SB0449_MARKER: DB = BENCH MARK DISK
 SB0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0449_STAMPING: E 306 1949
 SB0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0449+STABILITY: SURFACE MOTION
 SB0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0449+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 SB0449
 SB0449  HISTORY     - Date     Condition        Report By
 SB0449  HISTORY     - 1949     MONUMENTED       CGS
 SB0449  HISTORY     - 20040324 GOOD             YERION
 SB0449
 SB0449                          STATION DESCRIPTION
 SB0449
 SB0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0449'1.0  MI W FROM OUTLOOK.
 SB0449'1.0 MILE WEST ALONG U. S. HIGHWAY 410 FROM OUTLOOK SCHOOL, ABOUT 0.3
 SB0449'MILE EAST OF A POINT WHERE A DOUBLE STEEL TOWER POWER LINE CROSSES THE
 SB0449'HIGHWAY, 0.15 MILE WEST OF THE INTERSECTION OF LOWRY ROAD, 66 FEET
 SB0449'EAST OF POWER LINE POLE 1304, 53.0 FEET SOUTHWEST OF THE SOUTHWEST
 SB0449'CORNER OF THE EAST ONE OF FOUR SMALL CABINS, 29.0 FEET NORTH OF THE
 SB0449'CENTER LINE OF THE HIGHWAY, 9 FEET EAST OF THE CENTER LINE OF A
 SB0449'DRIVEWAY LEADING TO THE CABINS, 3.6 FEET NORTHWEST OF A FENCE CORNER,
 SB0449'1.8 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 SB0449'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SB0449'GROUND.
 SB0449
 SB0449                          STATION RECOVERY (2004)
 SB0449
 SB0449'RECOVERY NOTE BY GEORGE YERION 2004 (GY)
 SB0449'N 46 20 46.3, W 120 07 01.8, 27' N OF AND 0.4' BELOW CENTERLINE VAN
 SB0449'BELLE RD, 25.8' E OF FENCE POST, 24.5' SSE OF GATE POST, 17' N OF AND
 SB0449'0.2' BELOW N EDGE PVMT VAN BELLE RD, 11.5' S OF GATE POST, 7.3' NNW OF
 SB0449'RCP, 3.9' WNW OF FENCE POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0681 ***********************************************************************
 SC0681  DESIGNATION -  E 306
 SC0681  PID         -  SC0681
 SC0681  STATE/COUNTY-  WA/PACIFIC
 SC0681  USGS QUAD   -  LONG ISLAND (1984)
 SC0681
 SC0681                         *CURRENT SURVEY CONTROL
 SC0681  ___________________________________________________________________
 SC0681* NAD 83(1986)-  46 24 48.     (N)    123 56 12.     (W)     SCALED    
 SC0681* NAVD 88     -         5.609  (meters)      18.40   (feet)  ADJUSTED  
 SC0681  ___________________________________________________________________
 SC0681  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SC0681  DYNAMIC HT  -           5.610 (meters)      18.41  (feet)  COMP
 SC0681  MODELED GRAV-     980,728.1   (mgal)                       NAVD 88
 SC0681
 SC0681  VERT ORDER  -  SECOND    CLASS 0
 SC0681
 SC0681.The horizontal coordinates were scaled from a topographic map and have
 SC0681.an estimated accuracy of +/- 6 seconds.
 SC0681
 SC0681.The orthometric height was determined by differential leveling
 SC0681.and adjusted by the National Geodetic Survey in June 1991..
 SC0681
 SC0681.The geoid height was determined by GEOID03.
 SC0681
 SC0681.The dynamic height is computed by dividing the NAVD 88
 SC0681.geopotential number by the normal gravity value computed on the
 SC0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0681.degrees latitude (g = 980.6199 gals.).
 SC0681
 SC0681.The modeled gravity was interpolated from observed gravity values.
 SC0681
 SC0681;                    North         East    Units  Estimated Accuracy
 SC0681;SPC WA S     -   125,800.      235,880.      MT  (+/- 180 meters Scaled)
 SC0681
 SC0681                          SUPERSEDED SURVEY CONTROL
 SC0681
 SC0681  NGVD 29 (??/??/92)    4.58   (m)           15.0    (f) COMPUTED    2 0
 SC0681
 SC0681.Superseded values are not recommended for survey control.
 SC0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0681.See file dsdata.txt to determine how the superseded data were derived.
 SC0681
 SC0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS280404(NAD 83)
 SC0681_MARKER: DD = SURVEY DISK
 SC0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0681_STAMPING: E 306 1939
 SC0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0681+STABILITY: SURFACE MOTION
 SC0681
 SC0681  HISTORY     - Date     Condition        Report By
 SC0681  HISTORY     - 1939     MONUMENTED       DOD
 SC0681  HISTORY     - 1961     GOOD             NGS
 SC0681  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 SC0681
 SC0681                          STATION DESCRIPTION
 SC0681
 SC0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SC0681'11 MI SW FROM NEMAH.
 SC0681'REACHED FROM NEMAH GO SOUTHWEST ON U.S. HIGHWAY 101 FOR ABOUT 11 MILES
 SC0681'TO THE WILLA NATIONAL WILD LIFE HEADQUARTERS ON THE LEFT, CONTINUE
 SC0681'AHEAD ON THE HIGHWAY FOR ABOUT 0.1 MILE TO THE BEGINNING OF THE FIRST
 SC0681'CURVE.  THE BENCH MARK IS 25.5 FEET NORTH OF THE CENTER OF THE
 SC0681'HIGHWAY, 1 FOOT SOUTH OF A METAL WITNESS POST.  A STANDARD DISK SET IN
 SC0681'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE SURFACE. NOTE-- THIS
 SC0681'IS 11.8 MILES NORTHEAST OF THE POST OFFICE AT ILWACO.
 SC0681
 SC0681                          STATION RECOVERY (1969)
 SC0681
 SC0681'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 SC0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0146 ***********************************************************************
 SB0146  DESIGNATION -  E 307
 SB0146  PID         -  SB0146
 SB0146  STATE/COUNTY-  WA/KITTITAS
 SB0146  USGS QUAD   -  BLACK ROCK SPRING NW (1953)
 SB0146
 SB0146                         *CURRENT SURVEY CONTROL
 SB0146  ___________________________________________________________________
 SB0146* NAD 83(1986)-  46 44 19.     (N)    120 10 54.     (W)     SCALED    
 SB0146* NAVD 88     -       706.928  (meters)    2319.31   (feet)  ADJUSTED  
 SB0146  ___________________________________________________________________
 SB0146  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 SB0146  DYNAMIC HT  -         706.899 (meters)    2319.22  (feet)  COMP
 SB0146  MODELED GRAV-     980,550.2   (mgal)                       NAVD 88
 SB0146
 SB0146  VERT ORDER  -  SECOND    CLASS 0
 SB0146
 SB0146.The horizontal coordinates were scaled from a topographic map and have
 SB0146.an estimated accuracy of +/- 6 seconds.
 SB0146
 SB0146.The orthometric height was determined by differential leveling
 SB0146.and adjusted by the National Geodetic Survey in June 1991..
 SB0146
 SB0146.The geoid height was determined by GEOID03.
 SB0146
 SB0146.The dynamic height is computed by dividing the NAVD 88
 SB0146.geopotential number by the normal gravity value computed on the
 SB0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0146.degrees latitude (g = 980.6199 gals.).
 SB0146
 SB0146.The modeled gravity was interpolated from observed gravity values.
 SB0146
 SB0146;                    North         East    Units  Estimated Accuracy
 SB0146;SPC WA S     -   156,250.      524,330.      MT  (+/- 180 meters Scaled)
 SB0146
 SB0146                          SUPERSEDED SURVEY CONTROL
 SB0146
 SB0146  NGVD 29 (??/??/92)  705.801  (m)         2315.62   (f) ADJ UNCH    2 0
 SB0146
 SB0146.Superseded values are not recommended for survey control.
 SB0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0146.See file dsdata.txt to determine how the superseded data were derived.
 SB0146
 SB0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS153799(NAD 83)
 SB0146_MARKER: DB = BENCH MARK DISK
 SB0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0146_STAMPING: E 307 1949
 SB0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0146+STABILITY: SURFACE MOTION
 SB0146
 SB0146  HISTORY     - Date     Condition        Report By
 SB0146  HISTORY     - 1949     MONUMENTED       CGS
 SB0146
 SB0146                          STATION DESCRIPTION
 SB0146
 SB0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0146'14.1 MI W FROM LEVERING.
 SB0146'0.9 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0146'RAILROAD FROM THE SIDING SIGN AT LEVERING, THENCE 13.2 MILES WEST
 SB0146'ALONG A TRACK ROAD, 0.7 MILE EAST OF AN ABANDONED RANCHHOUSE, 0.25
 SB0146'MILE WEST OF A FENCE ACROSS THE ROAD, 28.4 FEET EAST OF A FENCE, 25
 SB0146'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.9 FEET WEST OF A WITNESS
 SB0146'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SB0146'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0183 ***********************************************************************
 SB0183  DESIGNATION -  E 308
 SB0183  PID         -  SB0183
 SB0183  STATE/COUNTY-  WA/YAKIMA
 SB0183  USGS QUAD   -  BLACK ROCK SPRING SW (1975)
 SB0183
 SB0183                         *CURRENT SURVEY CONTROL
 SB0183  ___________________________________________________________________
 SB0183* NAD 83(1986)-  46 33 09.     (N)    120 14 47.     (W)     SCALED    
 SB0183* NAVD 88     -       526.938  (meters)    1728.80   (feet)  ADJUSTED  
 SB0183  ___________________________________________________________________
 SB0183  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SB0183  DYNAMIC HT  -         526.927 (meters)    1728.76  (feet)  COMP
 SB0183  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 SB0183
 SB0183  VERT ORDER  -  SECOND    CLASS 0
 SB0183
 SB0183.The horizontal coordinates were scaled from a topographic map and have
 SB0183.an estimated accuracy of +/- 6 seconds.
 SB0183
 SB0183.The orthometric height was determined by differential leveling
 SB0183.and adjusted by the National Geodetic Survey in June 1991..
 SB0183
 SB0183.The geoid height was determined by GEOID03.
 SB0183
 SB0183.The dynamic height is computed by dividing the NAVD 88
 SB0183.geopotential number by the normal gravity value computed on the
 SB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0183.degrees latitude (g = 980.6199 gals.).
 SB0183
 SB0183.The modeled gravity was interpolated from observed gravity values.
 SB0183
 SB0183;                    North         East    Units  Estimated Accuracy
 SB0183;SPC WA S     -   135,540.      519,450.      MT  (+/- 180 meters Scaled)
 SB0183
 SB0183                          SUPERSEDED SURVEY CONTROL
 SB0183
 SB0183  NGVD 29 (??/??/92)  525.846  (m)         1725.21   (f) ADJ UNCH    2 0
 SB0183
 SB0183.Superseded values are not recommended for survey control.
 SB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0183.See file dsdata.txt to determine how the superseded data were derived.
 SB0183
 SB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS110591(NAD 83)
 SB0183_MARKER: DB = BENCH MARK DISK
 SB0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0183_STAMPING: E 308 1949
 SB0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0183+STABILITY: SURFACE MOTION
 SB0183
 SB0183  HISTORY     - Date     Condition        Report By
 SB0183  HISTORY     - 1949     MONUMENTED       CGS
 SB0183
 SB0183                          STATION DESCRIPTION
 SB0183
 SB0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0183'8.8 MI E FROM MOXEE CITY.
 SB0183'6.8 MILES EAST ALONG STATE HIGHWAY 11A FROM THE SCHOOL AT MOXEE CITY,
 SB0183'THENCE 2.0 MILES NORTH ALONG A TRACK ROAD, AT THE TOP OF A NORTH-SOUTH
 SB0183'RIDGE, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET WEST OF A
 SB0183'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SB0183'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0691 ***********************************************************************
 SC0691  DESIGNATION -  E 309
 SC0691  PID         -  SC0691
 SC0691  STATE/COUNTY-  WA/PACIFIC
 SC0691  USGS QUAD   -  CHINOOK (1984)
 SC0691
 SC0691                         *CURRENT SURVEY CONTROL
 SC0691  ___________________________________________________________________
 SC0691* NAD 83(1986)-  46 17 33.     (N)    123 57 38.     (W)     SCALED    
 SC0691* NAVD 88     -         4.627  (meters)      15.18   (feet)  ADJUSTED  
 SC0691  ___________________________________________________________________
 SC0691  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 SC0691  DYNAMIC HT  -           4.627 (meters)      15.18  (feet)  COMP
 SC0691  MODELED GRAV-     980,711.9   (mgal)                       NAVD 88
 SC0691
 SC0691  VERT ORDER  -  FIRST     CLASS II
 SC0691
 SC0691.The horizontal coordinates were scaled from a topographic map and have
 SC0691.an estimated accuracy of +/- 6 seconds.
 SC0691
 SC0691.The orthometric height was determined by differential leveling
 SC0691.and adjusted by the National Geodetic Survey in June 1991..
 SC0691.WARNING-Repeat measurements at this control monument indicate possible
 SC0691.vertical movement.
 SC0691
 SC0691.The geoid height was determined by GEOID03.
 SC0691
 SC0691.The dynamic height is computed by dividing the NAVD 88
 SC0691.geopotential number by the normal gravity value computed on the
 SC0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0691.degrees latitude (g = 980.6199 gals.).
 SC0691
 SC0691.The modeled gravity was interpolated from observed gravity values.
 SC0691
 SC0691;                    North         East    Units  Estimated Accuracy
 SC0691;SPC WA S     -   112,460.      233,460.      MT  (+/- 180 meters Scaled)
 SC0691
 SC0691                          SUPERSEDED SURVEY CONTROL
 SC0691
 SC0691  NGVD 29 (??/??/92)    3.579  (m)           11.74   (f) ADJ UNCH    1 2
 SC0691
 SC0691.Superseded values are not recommended for survey control.
 SC0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0691.See file dsdata.txt to determine how the superseded data were derived.
 SC0691
 SC0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS260269(NAD 83)
 SC0691_MARKER: DD = SURVEY DISK
 SC0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0691_SP_SET: CONCRETE POST
 SC0691_STAMPING: E 309 1939 11 FT
 SC0691_MARK LOGO: USE   
 SC0691_PROJECTION: PROJECTING 10 CENTIMETERS
 SC0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0691+STABILITY: SURFACE MOTION
 SC0691
 SC0691  HISTORY     - Date     Condition        Report By
 SC0691  HISTORY     - 1939     MONUMENTED       DOD
 SC0691  HISTORY     - 1961     GOOD             NGS
 SC0691  HISTORY     - 1987     GOOD             USPSQD
 SC0691  HISTORY     - 1987     GOOD             NGS
 SC0691  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 SC0691
 SC0691                          STATION DESCRIPTION
 SC0691
 SC0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SC0691'1.3 MI NW FROM CHINOOK.
 SC0691'FROM THE POST OFFICE AT CHINOOK GO NORTHWEST ON U.S. HIGHWAY 101 FOR
 SC0691'1.3 MILES, THIS IS 5.1 MILES SOUTHEAST OF THE CITY HALL AT ILWACO.
 SC0691'BENCH MARK IS 104 FEET NORTH OF THE CENTER OF THE HIGHWAY, 73 FEET
 SC0691'WEST OF THE CENTER OF A ROAD INTO A FARM LOT, 1 FOOT SOUTH OF THE YARD
 SC0691'FENCE IN FRONT OF A LARGE HOUSE, AND 1 FOOT WEST OF A METAL WITNESS
 SC0691'POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 SC0691'ABOUT 6 INCHES.
 SC0691
 SC0691                          STATION RECOVERY (1987)
 SC0691
 SC0691'RECOVERY NOTE BY US POWER SQUADRON 1987 (SMN)
 SC0691'RECOVERED IN GOOD CONDITION.
 SC0691
 SC0691                          STATION RECOVERY (1987)
 SC0691
 SC0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0691'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.33 KM (1.45
 SC0691'MI) NORTHWEST ALONG US HIGHWAY 101 FROM THE POST OFFICE IN CHINOOK,
 SC0691'AT A METAL GATE AND AN ENTRANCE ROAD NORTHEAST TO PROPERTY OF THE
 SC0691'UNIVERSITY OF WASHINGTON, 28.4 M (93.2 FT) NORTHEAST OF THE
 SC0691'CENTERLINE OF THE HIGHWAY, 22.0 M (72.2 FT) NORTHWEST OF THE CENTER
 SC0691'OF THE ROAD, 15.1 M (49.5 FT) SOUTH OF THE SOUTH CORNER OF A SMALL
 SC0691'FRAME HOUSE, 8.2 M (26.9 FT) NORTHEAST OF A FENCE, 2.2 M (7.2 FT)
 SC0691'SOUTH OF THE SOUTHERNMOST ONE OF THREE 2 FT DIAMETER CEDAR TREES.
 SC0691'THE MARK IS 8.2 METERS  NE FROM A WITNESS POST.
 SC0691'THE MARK IS 0.12 M ABOVE THE GROUND.
 SC0691
 SC0691                          STATION RECOVERY (2006)
 SC0691
 SC0691'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SC0691'THE WITNESS POST WAS LOCATED AND IS IN GOOD CONDITION.  THE MARK WAS
 SC0691'SEARCHED FOR BUT NOT FOUND.  THERE WAS NO CONCRETE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0583 ***********************************************************************
 SX0583  DESIGNATION -  E 309
 SX0583  PID         -  SX0583
 SX0583  STATE/COUNTY-  WA/KITTITAS
 SX0583  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX0583
 SX0583                         *CURRENT SURVEY CONTROL
 SX0583  ___________________________________________________________________
 SX0583* NAD 83(1998)-  47 01 43.52356(N)    120 32 22.41856(W)     ADJUSTED  
 SX0583* NAVD 88     -       519.830  (meters)    1705.48   (feet)  ADJUSTED  
 SX0583  ___________________________________________________________________
 SX0583  X           -  -2,213,270.394 (meters)                     COMP
 SX0583  Y           -  -3,751,461.960 (meters)                     COMP
 SX0583  Z           -   4,644,310.087 (meters)                     COMP
 SX0583  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 SX0583  ELLIP HEIGHT-         499.67  (meters)          (07/02/01) GPS OBS
 SX0583  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 SX0583  DYNAMIC HT  -         519.832 (meters)    1705.48  (feet)  COMP
 SX0583  MODELED GRAV-     980,602.3   (mgal)                       NAVD 88
 SX0583
 SX0583  HORZ ORDER  -  B
 SX0583  VERT ORDER  -  FIRST     CLASS II
 SX0583  ELLP ORDER  -  THIRD     CLASS II
 SX0583
 SX0583.The horizontal coordinates were established by GPS observations
 SX0583.and adjusted by the National Geodetic Survey in July 2001..
 SX0583.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX0583.DATUM ITEM on the data sheet items page.
 SX0583
 SX0583.The orthometric height was determined by differential leveling
 SX0583.and adjusted by the National Geodetic Survey in June 1991..
 SX0583
 SX0583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX0583
 SX0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0583
 SX0583.The ellipsoidal height was determined by GPS observations
 SX0583.and is referenced to NAD 83.
 SX0583
 SX0583.The geoid height was determined by GEOID03.
 SX0583
 SX0583.The dynamic height is computed by dividing the NAVD 88
 SX0583.geopotential number by the normal gravity value computed on the
 SX0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0583.degrees latitude (g = 980.6199 gals.).
 SX0583
 SX0583.The modeled gravity was interpolated from observed gravity values.
 SX0583
 SX0583;                    North         East     Units Scale Factor Converg.
 SX0583;SPC WA S     -   188,450.638   496,992.952   MT  0.99994456   -0 01 43.5
 SX0583;SPC WA S     -   618,275.13  1,630,551.04   sFT  0.99994456   -0 01 43.5
 SX0583;UTM  10      - 5,211,297.717   686,951.929   MT  1.00002958   +1 48 02.9
 SX0583
 SX0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0583!SPC WA S     -   0.99992168  x   0.99994456  =   0.99986625
 SX0583!UTM  10      -   0.99992168  x   1.00002958  =   0.99995126
 SX0583
 SX0583                          SUPERSEDED SURVEY CONTROL
 SX0583
 SX0583  NAD 83(1998)-  47 01 43.52321(N)    120 32 22.41981(W) AD(       ) B
 SX0583  ELLIP H (07/23/97)  499.70   (m)                       GP(       ) 3 1
 SX0583  NAVD 88 (07/23/97)  519.83   (m)         1705.5    (f) LEVELING    3  
 SX0583  NGVD 29 (??/??/92)  518.711  (m)         1701.80   (f) ADJ UNCH    1 2
 SX0583
 SX0583.Superseded values are not recommended for survey control.
 SX0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0583.See file dsdata.txt to determine how the superseded data were derived.
 SX0583
 SX0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8695211298(NAD 83)
 SX0583_MARKER: DB = BENCH MARK DISK
 SX0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0583_STAMPING: E 309 1949
 SX0583_MARK LOGO: CGS   
 SX0583_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0583+STABILITY: SURFACE MOTION
 SX0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX0583+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1996
 SX0583
 SX0583  HISTORY     - Date     Condition        Report By
 SX0583  HISTORY     - 1949     MONUMENTED       CGS
 SX0583  HISTORY     - 1959     GOOD             NGS
 SX0583  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0583  HISTORY     - 19860716 MARK NOT FOUND   NGS
 SX0583  HISTORY     - 1988     GOOD             USPSQD
 SX0583  HISTORY     - 19960802 GOOD             CHANCE
 SX0583
 SX0583                          STATION DESCRIPTION
 SX0583
 SX0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0583'2.1 MI NE FROM ELLENSBURG.
 SX0583'2.1 MILES NORTHEAST ALONG NORTH WALNUT STREET FROM THE LIBRARY AT
 SX0583'NORMAL SCHOOL AT ELLENSBURG, AT THE ENTRANCE TO BOWERS AIRPORT, 252
 SX0583'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PAVED RUNWAY, 53 FEET
 SX0583'NORTH OF THE CENTER LINE OF THE AIRPORT ROAD, 48 FEET EAST OF THE
 SX0583'PROLONGATION OF THE CENTER LINE OF THE ROAD, 41 1/2 FEET NORTHEAST OF
 SX0583'THE EAST END OF AN 18-INCH CONCRETE PIPE CULVERT, 2.6 FEET WEST OF A
 SX0583'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SX0583'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SX0583
 SX0583                          STATION RECOVERY (1959)
 SX0583
 SX0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SX0583'RECOVERED IN GOOD CONDITION.
 SX0583
 SX0583                          STATION RECOVERY (1982)
 SX0583
 SX0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0583'NOT RECOVERED.
 SX0583
 SX0583                          STATION RECOVERY (1986)
 SX0583
 SX0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 SX0583'MARK NOT FOUND.
 SX0583
 SX0583                          STATION RECOVERY (1988)
 SX0583
 SX0583'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0583'RECOVERED IN GOOD CONDITION.
 SX0583
 SX0583                          STATION RECOVERY (1996)
 SX0583
 SX0583'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SX0583'THE STATION LOCATED 28 MILES (45.1 KM) NORTH OF YAKIMA, 22 MILES (35.4
 SX0583'KM) SOUTHEAST OF CLE ELUM, IN NORTHEAST ELLENSBURG, AT BOWERS FIELD,
 SX0583'ELLENSBURG, MARLA PARSEL - PUBLIC WORKS ADMINISTRATOR, 509-962-7523
 SX0583'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 90 AND CANYON
 SX0583'ROAD SOUTH OF ELLENSBURG, PROCEED NORTH ON CANYON ROAD 2.25 MILES
 SX0583'(3.62 KM) TO A T INTERSECTION WITH 14TH AVENUE, TURN RIGHT AND PROCEED
 SX0583'EAST ALONG 14TH AVE 0.25 MILES (0.40 KM) TO D STREET, TURN LEFT AND
 SX0583'PROCEED NORTH ON D STREET 0.3 MILES (0.5 KM) TO 18TH AVE, TURN RIGHT
 SX0583'AND PROCEED EAST 0.15 MILES (0.24 KM) TO WALNUT STREET, TURN LEFT AND
 SX0583'PROCEED NORTH 1.25 MILES (2.01 KM) ALONG WALNUT ST /AIRPORT ROAD TO A
 SX0583'90 DEGREE TURN TO THE EAST WHERE BOWERS ROAD BEGINS, PROCEED EAST ON
 SX0583'BOWERS RD 100 FT (30.5 M) TO DRIVEWAY ON THE LEFT LEADING INTO THE
 SX0583'YARD FOR THE WASHINGTON DEPT OF NATURAL RESOURCES, TURN LEFT AND
 SX0583'PROCEED 50 FT (15.2 M) THROUGH THE GATE TO THE STATION ON THE LEFT
 SX0583'NEAR THE SOUTHEAST CORNER OF THE DNR BUILDING  THE STATION IS A
 SX0583'STANDARD US COAST AND GEODETIC SURVEY BENCH MARK SET IN TOP OF A ROUND
 SX0583'CONCRETE MONUMENT RECESSED 30 CM BELOW GROUND INSIDE A CONCRETE PIPE
 SX0583'WITH A AUTOMOBILE WHEEL HUB AS A LID.  THE STATION IS LOCATED 6.55 M
 SX0583'(21.49 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE GARAGE, 3.75 M
 SX0583'(12.30 FT) NORTH OF THE FENCE, 10.05 M (32.97 FT) NORTH OF A POWER
 SX0583'POLE, 17.45 M (57.25 FT) NORTHEAST OF A WITNESS POST AND TURN WARNING
 SX0583'SIGN, 22.9 M (75.1 FT) WEST OF THE CENTER OF THE ENTRANCE GATE, 14.7 M
 SX0583'(48.2 FT) EAST OF THE PROJECTED CENTERLINE OF AIRPORT ROAD, AND 14.5
 SX0583'METERS (47.6 FT) NORTH OF THE PROJECTED CENTERLINE OF BOWERS ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0150 ***********************************************************************
 TP0150  DESIGNATION -  E 31
 TP0150  PID         -  TP0150
 TP0150  STATE/COUNTY-  WA/FERRY
 TP0150  USGS QUAD   -  MILLER MTN (1994)
 TP0150
 TP0150                         *CURRENT SURVEY CONTROL
 TP0150  ___________________________________________________________________
 TP0150* NAD 83(1986)-  48 03 32.     (N)    118 21 05.     (W)     SCALED    
 TP0150* NAVD 88     -       580.229  (meters)    1903.63   (feet)  ADJUSTED  
 TP0150  ___________________________________________________________________
 TP0150  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TP0150  DYNAMIC HT  -         580.284 (meters)    1903.82  (feet)  COMP
 TP0150  MODELED GRAV-     980,687.8   (mgal)                       NAVD 88
 TP0150
 TP0150  VERT ORDER  -  FIRST     CLASS II
 TP0150
 TP0150.The horizontal coordinates were scaled from a topographic map and have
 TP0150.an estimated accuracy of +/- 6 seconds.
 TP0150
 TP0150.The orthometric height was determined by differential leveling
 TP0150.and adjusted by the National Geodetic Survey in June 1991..
 TP0150
 TP0150.The geoid height was determined by GEOID03.
 TP0150
 TP0150.The dynamic height is computed by dividing the NAVD 88
 TP0150.geopotential number by the normal gravity value computed on the
 TP0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0150.degrees latitude (g = 980.6199 gals.).
 TP0150
 TP0150.The modeled gravity was interpolated from observed gravity values.
 TP0150
 TP0150;                    North         East    Units  Estimated Accuracy
 TP0150;SPC WA N     -   120,710.      684,960.      MT  (+/- 180 meters Scaled)
 TP0150
 TP0150                          SUPERSEDED SURVEY CONTROL
 TP0150
 TP0150  NGVD 29 (??/??/92)  578.989  (m)         1899.57   (f) ADJ UNCH    1 2
 TP0150
 TP0150.Superseded values are not recommended for survey control.
 TP0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0150.See file dsdata.txt to determine how the superseded data were derived.
 TP0150
 TP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP993237(NAD 83)
 TP0150_MARKER: DB = BENCH MARK DISK
 TP0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0150_STAMPING: E 31 1933
 TP0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0150+STABILITY: SURFACE MOTION
 TP0150
 TP0150  HISTORY     - Date     Condition        Report By
 TP0150  HISTORY     - 1933     MONUMENTED       CGS
 TP0150  HISTORY     - 1982     MARK NOT FOUND   USGS
 TP0150
 TP0150                          STATION DESCRIPTION
 TP0150
 TP0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0150'7.1 MI W FROM GEROME.
 TP0150'35 FEET SOUTH OF CENTERLINE OF KELLER-GEROME ROAD, ABOUT 45 FEET EAST
 TP0150'OF A TRIANGLE FORMED BY THREE 18 INCH BLACK PINE TREES, 0.2 MILE WEST
 TP0150'OF SIDE ROAD TO THE SOUTHEAST.
 TP0150
 TP0150                          STATION RECOVERY (1982)
 TP0150
 TP0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 TP0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0286 ***********************************************************************
 SX0286  DESIGNATION -  E 310
 SX0286  PID         -  SX0286
 SX0286  STATE/COUNTY-  WA/KITTITAS
 SX0286  USGS QUAD   -  MISSION PEAK (1987)
 SX0286
 SX0286                         *CURRENT SURVEY CONTROL
 SX0286  ___________________________________________________________________
 SX0286* NAD 83(1986)-  47 18 19.     (N)    120 28 21.     (W)     SCALED    
 SX0286* NAVD 88     -      1668.560  (meters)    5474.27   (feet)  POSTED    
 SX0286  ___________________________________________________________________
 SX0286  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 SX0286  DYNAMIC HT  -        1668.290 (meters)    5473.38  (feet)  COMP
 SX0286  MODELED GRAV-     980,391.7   (mgal)                       NAVD 88
 SX0286
 SX0286  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 SX0286
 SX0286.The horizontal coordinates were scaled from a topographic map and have
 SX0286.an estimated accuracy of +/- 6 seconds.
 SX0286
 SX0286.The orthometric height was determined by differential leveling
 SX0286.and adjusted by the National Geodetic Survey in 1992..
 SX0286.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 SX0286.rate of 4.1 thru 8.0 mm/km.
 SX0286
 SX0286.The geoid height was determined by GEOID03.
 SX0286
 SX0286.The dynamic height is computed by dividing the NAVD 88
 SX0286.geopotential number by the normal gravity value computed on the
 SX0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0286.degrees latitude (g = 980.6199 gals.).
 SX0286
 SX0286.The modeled gravity was interpolated from observed gravity values.
 SX0286
 SX0286;                    North         East    Units  Estimated Accuracy
 SX0286;SPC WA S     -   219,190.      502,080.      MT  (+/- 180 meters Scaled)
 SX0286
 SX0286                          SUPERSEDED SURVEY CONTROL
 SX0286
 SX0286  NGVD 29 (??/??/92) 1667.258  (m)         5470.00   (f) ADJ UNCH    2 0
 SX0286
 SX0286.Superseded values are not recommended for survey control.
 SX0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0286.See file dsdata.txt to determine how the superseded data were derived.
 SX0286
 SX0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT910421(NAD 83)
 SX0286_MARKER: DB = BENCH MARK DISK
 SX0286_SETTING: 80 = SET IN A BOULDER
 SX0286_STAMPING: E 310 1949
 SX0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0286+STABILITY: SURFACE MOTION
 SX0286
 SX0286  HISTORY     - Date     Condition        Report By
 SX0286  HISTORY     - 1949     MONUMENTED       CGS
 SX0286  HISTORY     - 1990     GOOD             USPSQD
 SX0286
 SX0286                          STATION DESCRIPTION
 SX0286
 SX0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0286'20.0 MI NE FROM LIBERTY.
 SX0286'0.1 MILE SOUTHWEST ALONG WILLIAMS CREEK ROAD FROM THE POST OFFICE AT
 SX0286'LIBERTY, THENCE 19.9 MILES NORTHEAST ALONG THE BEEHIVE ROAD, ABOUT 0.1
 SX0286'MILE EAST OF A PROMINENT ROCK PEAK, IN THE TOP OF A LEDGE ON THE SOUTH
 SX0286'SIDE OF A HUGE 10-FOOT-HIGH BOULDER, AT THE EAST END OF A SHORT NARROW
 SX0286'RIDGE OVERLOOKING A DEEP ROCKY GORGE, ABOUT 55 FEET SOUTH OF THE EDGE
 SX0286'OF A GORGE, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34 FEET
 SX0286'NORTHWEST OF A 10-INCH PINE TREE WITH A TRIANGULAR BLAZE, ABOUT 3 FEET
 SX0286'ABOVE THE GROUND, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 SX0286
 SX0286                          STATION RECOVERY (1990)
 SX0286
 SX0286'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SX0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0528 ***********************************************************************
 SX0528  DESIGNATION -  E 312
 SX0528  PID         -  SX0528
 SX0528  STATE/COUNTY-  WA/KITTITAS
 SX0528  USGS QUAD   -  REECER CANYON (1985)
 SX0528
 SX0528                         *CURRENT SURVEY CONTROL
 SX0528  ___________________________________________________________________
 SX0528* NAD 83(1986)-  47 09 47.     (N)    120 31 37.     (W)     SCALED    
 SX0528* NAVD 88     -      1262.727  (meters)    4142.80   (feet)  ADJUSTED  
 SX0528  ___________________________________________________________________
 SX0528  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 SX0528  DYNAMIC HT  -        1262.607 (meters)    4142.40  (feet)  COMP
 SX0528  MODELED GRAV-     980,472.5   (mgal)                       NAVD 88
 SX0528
 SX0528  VERT ORDER  -  SECOND    CLASS 0
 SX0528
 SX0528.The horizontal coordinates were scaled from a topographic map and have
 SX0528.an estimated accuracy of +/- 6 seconds.
 SX0528
 SX0528.The orthometric height was determined by differential leveling
 SX0528.and adjusted by the National Geodetic Survey in June 1991..
 SX0528
 SX0528.The geoid height was determined by GEOID03.
 SX0528
 SX0528.The dynamic height is computed by dividing the NAVD 88
 SX0528.geopotential number by the normal gravity value computed on the
 SX0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0528.degrees latitude (g = 980.6199 gals.).
 SX0528
 SX0528.The modeled gravity was interpolated from observed gravity values.
 SX0528
 SX0528;                    North         East    Units  Estimated Accuracy
 SX0528;SPC WA S     -   203,380.      497,960.      MT  (+/- 180 meters Scaled)
 SX0528
 SX0528                          SUPERSEDED SURVEY CONTROL
 SX0528
 SX0528  NGVD 29 (??/??/92) 1261.509  (m)         4138.80   (f) ADJ UNCH    2 0
 SX0528
 SX0528.Superseded values are not recommended for survey control.
 SX0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0528.See file dsdata.txt to determine how the superseded data were derived.
 SX0528
 SX0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT874262(NAD 83)
 SX0528_MARKER: DB = BENCH MARK DISK
 SX0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0528_STAMPING: E 312
 SX0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0528+STABILITY: SURFACE MOTION
 SX0528
 SX0528  HISTORY     - Date     Condition        Report By
 SX0528  HISTORY     - UNK      MONUMENTED       CGS
 SX0528  HISTORY     - 1949     GOOD             NGS
 SX0528
 SX0528                          STATION DESCRIPTION
 SX0528
 SX0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0528'14.5 MI N FROM ELLENSBURG.
 SX0528'3.6 MILES NORTHEAST ALONG THE COLOCKUM PASS ROAD FROM THE POST OFFICE
 SX0528'AT ELLENSBURG, THENCE 10.9 MILES NORTH ALONG WILSON CREEK ROAD, 0.5
 SX0528'MILE NORTHWEST OF A TRACK ROAD LEADING NORTH, AT THE SOUTH END OF A
 SX0528'CURVE, 38 FEET WEST OF THE CENTER LINE OF THE ROAD, 15 1/2 FEET
 SX0528'NORTHEAST OF A 24-INCH PINE TREE WITH A TRIANGULAR BLAZE, 1.8 FEET
 SX0528'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SX0528'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0522 ***********************************************************************
 SX0522  DESIGNATION -  E 313
 SX0522  PID         -  SX0522
 SX0522  STATE/COUNTY-  WA/KITTITAS
 SX0522  USGS QUAD   -  REECER CANYON (1985)
 SX0522
 SX0522                         *CURRENT SURVEY CONTROL
 SX0522  ___________________________________________________________________
 SX0522* NAD 83(1986)-  47 09 39.     (N)    120 33 10.     (W)     SCALED    
 SX0522* NAVD 88     -      1130.987  (meters)    3710.58   (feet)  ADJUSTED  
 SX0522  ___________________________________________________________________
 SX0522  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 SX0522  DYNAMIC HT  -        1130.900 (meters)    3710.29  (feet)  COMP
 SX0522  MODELED GRAV-     980,496.3   (mgal)                       NAVD 88
 SX0522
 SX0522  VERT ORDER  -  SECOND    CLASS 0
 SX0522
 SX0522.The horizontal coordinates were scaled from a topographic map and have
 SX0522.an estimated accuracy of +/- 6 seconds.
 SX0522
 SX0522.The orthometric height was determined by differential leveling
 SX0522.and adjusted by the National Geodetic Survey in June 1991..
 SX0522
 SX0522.The geoid height was determined by GEOID03.
 SX0522
 SX0522.The dynamic height is computed by dividing the NAVD 88
 SX0522.geopotential number by the normal gravity value computed on the
 SX0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0522.degrees latitude (g = 980.6199 gals.).
 SX0522
 SX0522.The modeled gravity was interpolated from observed gravity values.
 SX0522
 SX0522;                    North         East    Units  Estimated Accuracy
 SX0522;SPC WA S     -   203,130.      496,000.      MT  (+/- 180 meters Scaled)
 SX0522
 SX0522                          SUPERSEDED SURVEY CONTROL
 SX0522
 SX0522  NGVD 29 (??/??/92) 1129.785  (m)         3706.64   (f) ADJ UNCH    2 0
 SX0522
 SX0522.Superseded values are not recommended for survey control.
 SX0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0522.See file dsdata.txt to determine how the superseded data were derived.
 SX0522
 SX0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT854259(NAD 83)
 SX0522_MARKER: DB = BENCH MARK DISK
 SX0522_SETTING: 66 = SET IN ROCK OUTCROP
 SX0522_SP_SET: ROCK OUTCROP
 SX0522_STAMPING: E 313 1949
 SX0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0522+STABILITY: POSITION/ELEVATION WELL
 SX0522
 SX0522  HISTORY     - Date     Condition        Report By
 SX0522  HISTORY     - 1949     MONUMENTED       CGS
 SX0522
 SX0522                          STATION DESCRIPTION
 SX0522
 SX0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0522'13.2 MI N FROM ELLENSBURG.
 SX0522'1.3 MILES WEST ALONG DRY CREEK ROAD FROM THE CHICAGO, MILWAUKEE, ST
 SX0522'PAUL AND PACIFIC RAILROAD STATION, THENCE 4.7 MILES NORTH ALONG REESER
 SX0522'CREEK ROAD, THENCE 3.2 MILES NORTH ALONG A COUNTY ROAD, THENCE 4.0
 SX0522'MILES NORTH ALONG A TRACK ROAD, AT THE EAST EDGE OF A RIDGE BETWEEN
 SX0522'TWO DEEP RAVINES, ABOUT 100 YARDS SOUTH OF THE TIMBER LINE, IN THE TOP
 SX0522'OF A ROCK OUTCROP, 52 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT
 SX0522'7 FEET WEST OF THE TOP OF A STEEP BANK, 1 FOOT ABOVE THE GROUND, AND
 SX0522'ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0224 ***********************************************************************
 SX0224  DESIGNATION -  E 314
 SX0224  PID         -  SX0224
 SX0224  STATE/COUNTY-  WA/GRANT
 SX0224  USGS QUAD   -  CAPE HORN SE (1975)
 SX0224
 SX0224                         *CURRENT SURVEY CONTROL
 SX0224  ___________________________________________________________________
 SX0224* NAD 83(1986)-  47 06 29.     (N)    120 00 29.     (W)     SCALED    
 SX0224* NAVD 88     -       232.224  (meters)     761.89   (feet)  ADJUSTED  
 SX0224  ___________________________________________________________________
 SX0224  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 SX0224  DYNAMIC HT  -         232.243 (meters)     761.95  (feet)  COMP
 SX0224  MODELED GRAV-     980,687.8   (mgal)                       NAVD 88
 SX0224
 SX0224  VERT ORDER  -  SECOND    CLASS 0
 SX0224
 SX0224.The horizontal coordinates were scaled from a topographic map and have
 SX0224.an estimated accuracy of +/- 6 seconds.
 SX0224
 SX0224.The orthometric height was determined by differential leveling
 SX0224.and adjusted by the National Geodetic Survey in June 1991..
 SX0224
 SX0224.The geoid height was determined by GEOID03.
 SX0224
 SX0224.The dynamic height is computed by dividing the NAVD 88
 SX0224.geopotential number by the normal gravity value computed on the
 SX0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0224.degrees latitude (g = 980.6199 gals.).
 SX0224
 SX0224.The modeled gravity was interpolated from observed gravity values.
 SX0224
 SX0224;                    North         East    Units  Estimated Accuracy
 SX0224;SPC WA S     -   197,380.      537,340.      MT  (+/- 180 meters Scaled)
 SX0224
 SX0224                          SUPERSEDED SURVEY CONTROL
 SX0224
 SX0224  NGVD 29 (??/??/92)  231.096  (m)          758.19   (f) ADJ UNCH    2 0
 SX0224
 SX0224.Superseded values are not recommended for survey control.
 SX0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0224.See file dsdata.txt to determine how the superseded data were derived.
 SX0224
 SX0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT269215(NAD 83)
 SX0224_MARKER: DB = BENCH MARK DISK
 SX0224_SETTING: 66 = SET IN ROCK OUTCROP
 SX0224_SP_SET: ROCK OUTCROP
 SX0224_STAMPING: E 314 1949
 SX0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0224+STABILITY: POSITION/ELEVATION WELL
 SX0224
 SX0224  HISTORY     - Date     Condition        Report By
 SX0224  HISTORY     - 1949     MONUMENTED       CGS
 SX0224  HISTORY     - 1966     GOOD             USGS
 SX0224
 SX0224                          STATION DESCRIPTION
 SX0224
 SX0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0224'7.5 MI W FROM BURKE.
 SX0224'7.5 MILES WEST ALONG A COUNTY ROAD FROM ST ANTHONYS CATHOLIC CHURCH AT
 SX0224'BURKE, ABOUT 0.2 MILE EAST OF THE EAST BANK OF THE COLUMBIA RIVER, ON
 SX0224'THE NORTHWEST SLOPE OF A HILL, IN THE TOP OF THE NORTHWEST POINT OF A
 SX0224'LARGE ROCK OUTCROP, 41 FEET WEST OF THE EAST SIDE, 68 FEET SOUTHWEST
 SX0224'OF THE CENTER LINE OF THE ROAD, ABOUT 10 FEET ABOVE THE GROUND, AND
 SX0224'ABOUT LEVEL WITH THE ROAD.
 SX0224
 SX0224                          STATION RECOVERY (1966)
 SX0224
 SX0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SX0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0357 ***********************************************************************
 SX0357  DESIGNATION -  E 315
 SX0357  PID         -  SX0357
 SX0357  STATE/COUNTY-  WA/KITTITAS
 SX0357  USGS QUAD   -  WEST BAR (1966)
 SX0357
 SX0357                         *CURRENT SURVEY CONTROL
 SX0357  ___________________________________________________________________
 SX0357* NAD 83(1986)-  47 07 48.     (N)    120 03 01.     (W)     SCALED    
 SX0357* NAVD 88     -       301.053  (meters)     987.70   (feet)  ADJUSTED  
 SX0357  ___________________________________________________________________
 SX0357  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 SX0357  DYNAMIC HT  -         301.073 (meters)     987.77  (feet)  COMP
 SX0357  MODELED GRAV-     980,672.0   (mgal)                       NAVD 88
 SX0357
 SX0357  VERT ORDER  -  SECOND    CLASS 0
 SX0357
 SX0357.The horizontal coordinates were scaled from a topographic map and have
 SX0357.an estimated accuracy of +/- 6 seconds.
 SX0357
 SX0357.The orthometric height was determined by differential leveling
 SX0357.and adjusted by the National Geodetic Survey in June 1991..
 SX0357
 SX0357.The geoid height was determined by GEOID03.
 SX0357
 SX0357.The dynamic height is computed by dividing the NAVD 88
 SX0357.geopotential number by the normal gravity value computed on the
 SX0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0357.degrees latitude (g = 980.6199 gals.).
 SX0357
 SX0357.The modeled gravity was interpolated from observed gravity values.
 SX0357
 SX0357;                    North         East    Units  Estimated Accuracy
 SX0357;SPC WA S     -   199,800.      534,120.      MT  (+/- 180 meters Scaled)
 SX0357
 SX0357                          SUPERSEDED SURVEY CONTROL
 SX0357
 SX0357  NGVD 29 (??/??/92)  299.917  (m)          983.98   (f) ADJ UNCH    2 0
 SX0357
 SX0357.Superseded values are not recommended for survey control.
 SX0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0357.See file dsdata.txt to determine how the superseded data were derived.
 SX0357
 SX0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT237238(NAD 83)
 SX0357_MARKER: DB = BENCH MARK DISK
 SX0357_SETTING: 80 = SET IN A BOULDER
 SX0357_STAMPING: E 315 1949
 SX0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0357+STABILITY: SURFACE MOTION
 SX0357
 SX0357  HISTORY     - Date     Condition        Report By
 SX0357  HISTORY     - 1949     MONUMENTED       CGS
 SX0357  HISTORY     - 1966     GOOD             USGS
 SX0357
 SX0357                          STATION DESCRIPTION
 SX0357
 SX0357'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SX0357'2.4 MI S FROM SUNSET RANCH.
 SX0357'0.4 MILES SOUTH ALONG BRUSHY ROAD FROM THE SUNSET RANCH(SITE ONLY),
 SX0357'THENCE 0.6 MILES SOUTH TO END OF ROAD IN DRY GULCH, THENCE 1.4 MILES
 SX0357'SOUTH ALONG ABANDONED ROAD AND JEEP TRAIL, ON THE SOUTH SLOPE OF A
 SX0357'HILL, AT THE NORTH SIDE OF BRUSHY CREEK DRAINAGE, IN THE TOP OF AND
 SX0357'THE APPROXIMATE CENTER OF A 2 BY 5 FOOT BOULDER, ABOUT 0.1 MILE
 SX0357'NORTHWEST OF AN OLD APRICOT ORCHARD, ABOUT 318 FEET NORTH OF A JEEP
 SX0357'TRAIL JUNCTION, 242 FEET SOUTH OF A FENCE CROSSING THE JEEP TRAIL, 38
 SX0357'FEET EAST OF THE CENTER OF THE JEEP TRAIL, AND ABOUT LEVEL WITH THE
 SX0357'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0220 ***********************************************************************
 SX0220  DESIGNATION -  E 316
 SX0220  PID         -  SX0220
 SX0220  STATE/COUNTY-  WA/KITTITAS
 SX0220  USGS QUAD   -  STRAY GULCH (1966)
 SX0220
 SX0220                         *CURRENT SURVEY CONTROL
 SX0220  ___________________________________________________________________
 SX0220* NAD 83(1986)-  47 08 49.     (N)    120 12 42.     (W)     SCALED    
 SX0220* NAVD 88     -      1234.768  (meters)    4051.07   (feet)  ADJUSTED  
 SX0220  ___________________________________________________________________
 SX0220  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 SX0220  DYNAMIC HT  -        1234.658 (meters)    4050.71  (feet)  COMP
 SX0220  MODELED GRAV-     980,480.2   (mgal)                       NAVD 88
 SX0220
 SX0220  VERT ORDER  -  SECOND    CLASS 0
 SX0220
 SX0220.The horizontal coordinates were scaled from a topographic map and have
 SX0220.an estimated accuracy of +/- 6 seconds.
 SX0220
 SX0220.The orthometric height was determined by differential leveling
 SX0220.and adjusted by the National Geodetic Survey in June 1991..
 SX0220
 SX0220.The geoid height was determined by GEOID03.
 SX0220
 SX0220.The dynamic height is computed by dividing the NAVD 88
 SX0220.geopotential number by the normal gravity value computed on the
 SX0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0220.degrees latitude (g = 980.6199 gals.).
 SX0220
 SX0220.The modeled gravity was interpolated from observed gravity values.
 SX0220
 SX0220;                    North         East    Units  Estimated Accuracy
 SX0220;SPC WA S     -   201,630.      521,870.      MT  (+/- 180 meters Scaled)
 SX0220
 SX0220                          SUPERSEDED SURVEY CONTROL
 SX0220
 SX0220  NGVD 29 (??/??/92) 1233.544  (m)         4047.05   (f) ADJ UNCH    2 0
 SX0220
 SX0220.Superseded values are not recommended for survey control.
 SX0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0220.See file dsdata.txt to determine how the superseded data were derived.
 SX0220
 SX0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT113252(NAD 83)
 SX0220_MARKER: DB = BENCH MARK DISK
 SX0220_SETTING: 66 = SET IN ROCK OUTCROP
 SX0220_SP_SET: ROCK OUTCROP
 SX0220_STAMPING: E 316 1949
 SX0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0220+STABILITY: POSITION/ELEVATION WELL
 SX0220
 SX0220  HISTORY     - Date     Condition        Report By
 SX0220  HISTORY     - 1949     MONUMENTED       CGS
 SX0220
 SX0220                          STATION DESCRIPTION
 SX0220
 SX0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0220'9.6 MI W FROM SUNSET RANCH.
 SX0220'9.6 MILES WEST ALONG THE BUSHY ROAD FROM THE SUNSET RANCH, IN AN
 SX0220'OUTCROP, 9 FEET EAST OF THE WEST END, 3 FEET LOWER THAN THE TOP, 73
 SX0220'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 64 FEET NORTHWEST OF A LONE
 SX0220'PINE TREE, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1696 ***********************************************************************
 SA1696  DESIGNATION -  E 317
 SA1696  PID         -  SA1696
 SA1696  STATE/COUNTY-  WA/BENTON
 SA1696  USGS QUAD   -  RIVERLAND (1986)
 SA1696
 SA1696                         *CURRENT SURVEY CONTROL
 SA1696  ___________________________________________________________________
 SA1696* NAD 83(1986)-  46 34 39.     (N)    119 40 17.     (W)     SCALED    
 SA1696* NAVD 88     -       237.669  (meters)     779.75   (feet)  ADJUSTED  
 SA1696  ___________________________________________________________________
 SA1696  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA1696  DYNAMIC HT  -         237.684 (meters)     779.80  (feet)  COMP
 SA1696  MODELED GRAV-     980,668.2   (mgal)                       NAVD 88
 SA1696
 SA1696  VERT ORDER  -  SECOND    CLASS 0
 SA1696
 SA1696.The horizontal coordinates were scaled from a topographic map and have
 SA1696.an estimated accuracy of +/- 6 seconds.
 SA1696
 SA1696.The orthometric height was determined by differential leveling
 SA1696.and adjusted by the National Geodetic Survey in June 1991..
 SA1696
 SA1696.The geoid height was determined by GEOID03.
 SA1696
 SA1696.The dynamic height is computed by dividing the NAVD 88
 SA1696.geopotential number by the normal gravity value computed on the
 SA1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1696.degrees latitude (g = 980.6199 gals.).
 SA1696
 SA1696.The modeled gravity was interpolated from observed gravity values.
 SA1696
 SA1696;                    North         East    Units  Estimated Accuracy
 SA1696;SPC WA S     -   138,620.      563,510.      MT  (+/- 180 meters Scaled)
 SA1696
 SA1696                          SUPERSEDED SURVEY CONTROL
 SA1696
 SA1696  NGVD 29 (??/??/92)  236.605  (m)          776.26   (f) ADJ UNCH    2 0
 SA1696
 SA1696.Superseded values are not recommended for survey control.
 SA1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1696.See file dsdata.txt to determine how the superseded data were derived.
 SA1696
 SA1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM953616(NAD 83)
 SA1696_MARKER: DB = BENCH MARK DISK
 SA1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1696_STAMPING: E 317 1949
 SA1696_MARK LOGO: CGS   
 SA1696_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1696+STABILITY: SURFACE MOTION
 SA1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1696+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1992
 SA1696
 SA1696  HISTORY     - Date     Condition        Report By
 SA1696  HISTORY     - 1949     MONUMENTED       CGS
 SA1696  HISTORY     - 19921111 GOOD             CHANCE
 SA1696
 SA1696                          STATION DESCRIPTION
 SA1696
 SA1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1696'6.3 MI SE FROM RIVERLAND.
 SA1696'3.6 MILES SOUTH ALONG THE SUNNYSIDE HIGHWAY FROM THE CHICAGO,
 SA1696'MILWAUKEE, ST.PAUL AND PACIFIC RAILROAD STATION SIGN AT RIVERLAND,
 SA1696'THENCE 2.7 MILES EAST ALONG STATE HIGHWAY 11A, 0.4 MILE WEST OF THE
 SA1696'JUNCTION OF AN ASPHALT ROAD LEADING NORTH, 55.7 FEET NORTH OF THE
 SA1696'CENTER LINE OF THE HIGHWAY, 9 1/2 FEET EAST OF POWER POLE D8-LI-89,
 SA1696'2.1 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 SA1696'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 SA1696
 SA1696                          STATION RECOVERY (1992)
 SA1696
 SA1696'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (SDC)
 SA1696'THE STATION IS LOCATED APPROXIMATELY 29 MI (46.67 KM) NORTHWEST OF
 SA1696'RICHLAND, WA. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS
 SA1696'240, 24 EAST, 24 WEST, AND RTE. 11, PROCEED EAST THROUGH THE YAKIMA
 SA1696'GATE 2.6 MI (4.18 KM) TO THE STATION ON THE LEFT.  STATION IS 0.1 MI
 SA1696'(0.16 KM) WEST OF MILE POST 13. THE STATION MARK IS 4 CM ABOVE GROUND
 SA1696'SURFACE. THE STATION MARK IS 187.1 FT (57.03 M) SOUTH-SOUTHWEST OF A
 SA1696'CARSONITE WITNESS POST, 55.4 FT (16.89 M) NORTH OF THE CENTERLINE OF
 SA1696'RTE. 11, AND 0.8 FT (0.24 M) SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1229 ***********************************************************************
 SA1229  DESIGNATION -  E 319
 SA1229  PID         -  SA1229
 SA1229  STATE/COUNTY-  WA/BENTON
 SA1229  USGS QUAD   -  WHITSTRAN (1965)
 SA1229
 SA1229                         *CURRENT SURVEY CONTROL
 SA1229  ___________________________________________________________________
 SA1229* NAD 83(1986)-  46 14 16.     (N)    119 40 05.     (W)     SCALED    
 SA1229* NAVD 88     -       186.464  (meters)     611.76   (feet)  ADJUSTED  
 SA1229  ___________________________________________________________________
 SA1229  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA1229  DYNAMIC HT  -         186.469 (meters)     611.77  (feet)  COMP
 SA1229  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 SA1229
 SA1229  VERT ORDER  -  SECOND    CLASS 0
 SA1229
 SA1229.The horizontal coordinates were scaled from a topographic map and have
 SA1229.an estimated accuracy of +/- 6 seconds.
 SA1229
 SA1229.The orthometric height was determined by differential leveling
 SA1229.and adjusted by the National Geodetic Survey in June 1991..
 SA1229
 SA1229.The geoid height was determined by GEOID03.
 SA1229
 SA1229.The dynamic height is computed by dividing the NAVD 88
 SA1229.geopotential number by the normal gravity value computed on the
 SA1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1229.degrees latitude (g = 980.6199 gals.).
 SA1229
 SA1229.The modeled gravity was interpolated from observed gravity values.
 SA1229
 SA1229;                    North         East    Units  Estimated Accuracy
 SA1229;SPC WA S     -   100,870.      564,160.      MT  (+/- 180 meters Scaled)
 SA1229
 SA1229                          SUPERSEDED SURVEY CONTROL
 SA1229
 SA1229  NGVD 29 (??/??/92)  185.410  (m)          608.30   (f) ADJ UNCH    2 0
 SA1229
 SA1229.Superseded values are not recommended for survey control.
 SA1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1229.See file dsdata.txt to determine how the superseded data were derived.
 SA1229
 SA1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM942239(NAD 83)
 SA1229_MARKER: DB = BENCH MARK DISK
 SA1229_SETTING: 66 = SET IN ROCK OUTCROP
 SA1229_SP_SET: ROCK LEDGE
 SA1229_STAMPING: E 319 1949
 SA1229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1229+STABILITY: POSITION/ELEVATION WELL
 SA1229
 SA1229  HISTORY     - Date     Condition        Report By
 SA1229  HISTORY     - 1949     MONUMENTED       CGS
 SA1229
 SA1229                          STATION DESCRIPTION
 SA1229
 SA1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1229'0.7 MI W FROM GIBBON.
 SA1229'0.7 MILE WEST ALONG THE SUNNYSIDE BRANCH OF THE NORTHERN PACIFIC
 SA1229'RAILWAY FROM THE STATION AT GIBBON, IN TOP OF A ROCK LEDGE, ON THE
 SA1229'WEST BANK OF THE YAKIMA RIVER, 44 FEET NORTHEAST OF THE NORTHWEST
 SA1229'CORNER OF A WOODEN TRESTLE OVER THE RIVER, 17 1/2 FEET NORTH OF THE
 SA1229'NORTH PILING IN THE THIRD PIER FROM THE WEST END OF THE TRESTLE, AND
 SA1229'ABOUT 10 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0426 ***********************************************************************
 TO0426  DESIGNATION -  E 32
 TO0426  PID         -  TO0426
 TO0426  STATE/COUNTY-  WA/STEVENS
 TO0426  USGS QUAD   -  FOREST CENTER (1980)
 TO0426
 TO0426                         *CURRENT SURVEY CONTROL
 TO0426  ___________________________________________________________________
 TO0426* NAD 83(1986)-  48 02 55.     (N)    117 50 38.     (W)     SCALED    
 TO0426* NAVD 88     -       659.926  (meters)    2165.11   (feet)  ADJUSTED  
 TO0426  ___________________________________________________________________
 TO0426  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 TO0426  DYNAMIC HT  -         659.964 (meters)    2165.23  (feet)  COMP
 TO0426  MODELED GRAV-     980,647.5   (mgal)                       NAVD 88
 TO0426
 TO0426  VERT ORDER  -  FIRST     CLASS II
 TO0426
 TO0426.The horizontal coordinates were scaled from a topographic map and have
 TO0426.an estimated accuracy of +/- 6 seconds.
 TO0426
 TO0426.The orthometric height was determined by differential leveling
 TO0426.and adjusted by the National Geodetic Survey in June 1991..
 TO0426
 TO0426.The geoid height was determined by GEOID03.
 TO0426
 TO0426.The dynamic height is computed by dividing the NAVD 88
 TO0426.geopotential number by the normal gravity value computed on the
 TO0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0426.degrees latitude (g = 980.6199 gals.).
 TO0426
 TO0426.The modeled gravity was interpolated from observed gravity values.
 TO0426
 TO0426;                    North         East    Units  Estimated Accuracy
 TO0426;SPC WA N     -   120,920.      722,810.      MT  (+/- 180 meters Scaled)
 TO0426
 TO0426                          SUPERSEDED SURVEY CONTROL
 TO0426
 TO0426  NGVD 29 (??/??/92)  658.694  (m)         2161.07   (f) ADJ UNCH    1 2
 TO0426
 TO0426.Superseded values are not recommended for survey control.
 TO0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0426.See file dsdata.txt to determine how the superseded data were derived.
 TO0426
 TO0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP371220(NAD 83)
 TO0426_MARKER: DB = BENCH MARK DISK
 TO0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0426_STAMPING: E 32 1933
 TO0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0426+STABILITY: SURFACE MOTION
 TO0426
 TO0426  HISTORY     - Date     Condition        Report By
 TO0426  HISTORY     - 1933     MONUMENTED       CGS
 TO0426  HISTORY     - 1969     GOOD             NGS
 TO0426
 TO0426                          STATION DESCRIPTION
 TO0426
 TO0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TO0426'5.7 MI W FROM SPRINGDALE.
 TO0426'THE MARK IS 4.95 MILES WEST ALONG THE SPRINGDALE-HUNTERS ROAD FROM ITS
 TO0426'JUNCTION WITH STATE HIGHWAY 231, 56 YARDS WEST OF THE EASTERN END OF A
 TO0426'MUCH-DARKER SECTION OF ROAD SURFACING, 47 FEET WEST OF A POWER POLE
 TO0426'FROM WHICH WIRES PASS OVER THE ROAD, 28 FEET WEST OF A FENCE CORNER,
 TO0426'27 FEET NORTH OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER OF THE ROAD,
 TO0426'2 FEET SOUTH OF A FENCELINE AND 1 FOOT EAST OF A METAL WITNESS POST.
 TO0426'THE MARK PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1747 ***********************************************************************
 SA1747  DESIGNATION -  E 320
 SA1747  PID         -  SA1747
 SA1747  STATE/COUNTY-  WA/BENTON
 SA1747  USGS QUAD   -  EMERSON NIPPLE (1975)
 SA1747
 SA1747                         *CURRENT SURVEY CONTROL
 SA1747  ___________________________________________________________________
 SA1747* NAD 83(1986)-  46 36 40.     (N)    119 50 53.     (W)     SCALED    
 SA1747* NAVD 88     -       597.567  (meters)    1960.52   (feet)  ADJUSTED  
 SA1747  ___________________________________________________________________
 SA1747  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 SA1747  DYNAMIC HT  -         597.607 (meters)    1960.65  (feet)  COMP
 SA1747  MODELED GRAV-     980,659.7   (mgal)                       NAVD 88
 SA1747
 SA1747  VERT ORDER  -  SECOND    CLASS 0
 SA1747
 SA1747.The horizontal coordinates were scaled from a topographic map and have
 SA1747.an estimated accuracy of +/- 6 seconds.
 SA1747
 SA1747.The orthometric height was determined by differential leveling
 SA1747.and adjusted by the National Geodetic Survey in June 1991..
 SA1747
 SA1747.The geoid height was determined by GEOID03.
 SA1747
 SA1747.The dynamic height is computed by dividing the NAVD 88
 SA1747.geopotential number by the normal gravity value computed on the
 SA1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1747.degrees latitude (g = 980.6199 gals.).
 SA1747
 SA1747.The modeled gravity was interpolated from observed gravity values.
 SA1747
 SA1747;                    North         East    Units  Estimated Accuracy
 SA1747;SPC WA S     -   142,230.      549,940.      MT  (+/- 180 meters Scaled)
 SA1747
 SA1747                          SUPERSEDED SURVEY CONTROL
 SA1747
 SA1747  NGVD 29 (??/??/92)  596.512  (m)         1957.06   (f) ADJ UNCH    2 0
 SA1747
 SA1747.Superseded values are not recommended for survey control.
 SA1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1747.See file dsdata.txt to determine how the superseded data were derived.
 SA1747
 SA1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM819658(NAD 83)
 SA1747_MARKER: DB = BENCH MARK DISK
 SA1747_SETTING: 66 = SET IN ROCK OUTCROP
 SA1747_SP_SET: OUTCROP
 SA1747_STAMPING: E 320 1949
 SA1747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1747+STABILITY: POSITION/ELEVATION WELL
 SA1747
 SA1747  HISTORY     - Date     Condition        Report By
 SA1747  HISTORY     - 1949     MONUMENTED       CGS
 SA1747
 SA1747                          STATION DESCRIPTION
 SA1747
 SA1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1747'6.9 MI W FROM RIVERLAND.
 SA1747'5.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SA1747'RAILROAD FROM THE SIDING SIGN AT RIVERLAND, THENCE 1.0 MILE SOUTH
 SA1747'ALONG A DEEP RAVINE, ABOUT 0.2 MILE NORTH OF THE TOP OF A RIDGE
 SA1747'DIVIDING COLUMBIA RIVER AND THE COLD CREEK VALLEY, ON THE SOUTHWEST
 SA1747'SLOPE OF A HILL, ON THE NORTHEAST SIDE OF THE RAVINE, IN A PROMINENT
 SA1747'OUTCROP, AND ABOUT 15 FEET ABOVE THE BOTTOM OF THE RAVINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1300 ***********************************************************************
 SA1300  DESIGNATION -  E 321
 SA1300  PID         -  SA1300
 SA1300  STATE/COUNTY-  WA/BENTON
 SA1300  USGS QUAD   -  IOWA FLATS (1974)
 SA1300
 SA1300                         *CURRENT SURVEY CONTROL
 SA1300  ___________________________________________________________________
 SA1300* NAD 83(1986)-  46 22 47.     (N)    119 30 56.     (W)     SCALED    
 SA1300* NAVD 88     -       340.806  (meters)    1118.13   (feet)  ADJUSTED  
 SA1300  ___________________________________________________________________
 SA1300  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA1300  DYNAMIC HT  -         340.814 (meters)    1118.15  (feet)  COMP
 SA1300  MODELED GRAV-     980,626.2   (mgal)                       NAVD 88
 SA1300
 SA1300  VERT ORDER  -  SECOND    CLASS 0
 SA1300
 SA1300.The horizontal coordinates were scaled from a topographic map and have
 SA1300.an estimated accuracy of +/- 6 seconds.
 SA1300
 SA1300.The orthometric height was determined by differential leveling
 SA1300.and adjusted by the National Geodetic Survey in June 1991..
 SA1300
 SA1300.The geoid height was determined by GEOID03.
 SA1300
 SA1300.The dynamic height is computed by dividing the NAVD 88
 SA1300.geopotential number by the normal gravity value computed on the
 SA1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1300.degrees latitude (g = 980.6199 gals.).
 SA1300
 SA1300.The modeled gravity was interpolated from observed gravity values.
 SA1300
 SA1300;                    North         East    Units  Estimated Accuracy
 SA1300;SPC WA S     -   116,780.      575,730.      MT  (+/- 180 meters Scaled)
 SA1300
 SA1300                          SUPERSEDED SURVEY CONTROL
 SA1300
 SA1300  NGVD 29 (??/??/92)  339.754  (m)         1114.68   (f) ADJ UNCH    2 0
 SA1300
 SA1300.Superseded values are not recommended for survey control.
 SA1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1300.See file dsdata.txt to determine how the superseded data were derived.
 SA1300
 SA1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM065393(NAD 83)
 SA1300_MARKER: DB = BENCH MARK DISK
 SA1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1300_STAMPING: E 321 1949
 SA1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1300+STABILITY: SURFACE MOTION
 SA1300
 SA1300  HISTORY     - Date     Condition        Report By
 SA1300  HISTORY     - 1949     MONUMENTED       CGS
 SA1300  HISTORY     - 1974     GOOD             USGS
 SA1300
 SA1300                          STATION DESCRIPTION
 SA1300
 SA1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1300'19.6 MI NW FROM WHITSTRAN.
 SA1300'1.7 MILES NORTHEAST ALONG THE BENTON CITY HIGHWAY FROM THE GRAMMAR
 SA1300'SCHOOL AT WHITSTRAN, THENCE 7.8 MILES NORTH ALONG THE CASE ROAD,
 SA1300'THENCE 1.0 MILE EAST ALONG AN ABANDONED DIRT ROAD, THENCE 1.1 MILES
 SA1300'NORTH ALONG A COUNTY GRADED ROAD, THENCE 2.4 MILES SOUTHEAST ALONG A
 SA1300'TRACK ROAD, THENCE 3.4 MILES NORTHEAST ALONG A TRACK ROAD, THENCE 2.2
 SA1300'MILES NORTHEAST ALONG A GRADED ROAD, 12.5 MILES NORTH OF BENTON CITY,
 SA1300'0.2 MILE SOUTHWEST OF THE INTERSECTION OF A CROSS ROAD, 52 FEET
 SA1300'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHEAST OF A
 SA1300'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SA1300'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- TO REACH FROM
 SA1300'RICHLAND POST OFFICE 10.9 MI N. OF, ALONG STATE HIGHWAY 240, THENCE
 SA1300'1.6 MI W, THENCE TURN 0.2 MI W AND S. TO ARID LAND ECOLOGY RESERVE
 SA1300'GATE, THENCE CONTINUE W. 3.4 MI TO Y-JCT., THENCE W. ABOUT 1000 FEET,
 SA1300'65 FEET NORTH OF THE CENTERLINE OF THE ROAD, AT THE BRUSH LINE, 1.8
 SA1300'FEET NORTHEAST OF A WITNESS POST, ABOUT 1.5 FOOT LOWER THAN THE ROAD,
 SA1300'SET IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 SA1300
 SA1300                          STATION RECOVERY (1974)
 SA1300
 SA1300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1722 ***********************************************************************
 SA1722  DESIGNATION -  E 322
 SA1722  PID         -  SA1722
 SA1722  STATE/COUNTY-  WA/BENTON
 SA1722  USGS QUAD   -  RIVERLAND (1986)
 SA1722
 SA1722                         *CURRENT SURVEY CONTROL
 SA1722  ___________________________________________________________________
 SA1722* NAD 83(1986)-  46 32 15.     (N)    119 39 36.     (W)     SCALED    
 SA1722* NAVD 88     -       193.443  (meters)     634.65   (feet)  ADJUSTED  
 SA1722  ___________________________________________________________________
 SA1722  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SA1722  DYNAMIC HT  -         193.452 (meters)     634.68  (feet)  COMP
 SA1722  MODELED GRAV-     980,657.2   (mgal)                       NAVD 88
 SA1722
 SA1722  VERT ORDER  -  SECOND    CLASS 0
 SA1722
 SA1722.The horizontal coordinates were scaled from a topographic map and have
 SA1722.an estimated accuracy of +/- 6 seconds.
 SA1722
 SA1722.The orthometric height was determined by differential leveling
 SA1722.and adjusted by the National Geodetic Survey in June 1991..
 SA1722
 SA1722.The geoid height was determined by GEOID03.
 SA1722
 SA1722.The dynamic height is computed by dividing the NAVD 88
 SA1722.geopotential number by the normal gravity value computed on the
 SA1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1722.degrees latitude (g = 980.6199 gals.).
 SA1722
 SA1722.The modeled gravity was interpolated from observed gravity values.
 SA1722
 SA1722;                    North         East    Units  Estimated Accuracy
 SA1722;SPC WA S     -   134,190.      564,430.      MT  (+/- 180 meters Scaled)
 SA1722
 SA1722                          SUPERSEDED SURVEY CONTROL
 SA1722
 SA1722  NGVD 29 (??/??/92)  192.378  (m)          631.16   (f) ADJ UNCH    2 0
 SA1722
 SA1722.Superseded values are not recommended for survey control.
 SA1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1722.See file dsdata.txt to determine how the superseded data were derived.
 SA1722
 SA1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM960572(NAD 83)
 SA1722_MARKER: DB = BENCH MARK DISK
 SA1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1722_STAMPING: E 322 1949
 SA1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1722+STABILITY: SURFACE MOTION
 SA1722
 SA1722  HISTORY     - Date     Condition        Report By
 SA1722  HISTORY     - 1949     MONUMENTED       CGS
 SA1722  HISTORY     - 1983     MARK NOT FOUND   USGS
 SA1722
 SA1722                          STATION DESCRIPTION
 SA1722
 SA1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1722'2.9 MI N FROM BENSON RANCH.
 SA1722'2.9 MILES NORTH ALONG A COUNTY GRADED ROAD FROM THE BENSON RANCH, 0.1
 SA1722'MILE SOUTH OF A TRACK ROAD CROSSING, ABOUT 150 YARDS SOUTH OF A SHARP
 SA1722'RISE, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, 4.0 FEET EAST OF A
 SA1722'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 SA1722'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SA1722
 SA1722                          STATION RECOVERY (1983)
 SA1722
 SA1722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 SA1722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0698 ***********************************************************************
 SA0698  DESIGNATION -  E 322
 SA0698  PID         -  SA0698
 SA0698  STATE/COUNTY-  WA/FRANKLIN
 SA0698  USGS QUAD   -  SCOOTENEY RESERVOIR (1986)
 SA0698
 SA0698                         *CURRENT SURVEY CONTROL
 SA0698  ___________________________________________________________________
 SA0698* NAD 83(1986)-  46 39 54.     (N)    119 02 31.     (W)     SCALED    
 SA0698* NAVD 88     -       273.09   (+/-2cm)     896.0    (feet)  VERTCON   
 SA0698  ___________________________________________________________________
 SA0698  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 SA0698
 SA0698  VERT ORDER  -  ? (See Below)
 SA0698
 SA0698.The horizontal coordinates were scaled from a topographic map and have
 SA0698.an estimated accuracy of +/- 6 seconds.
 SA0698
 SA0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0698.The vertical order pertains to the NGVD 29 superseded value.
 SA0698
 SA0698.The geoid height was determined by GEOID03.
 SA0698
 SA0698;                    North         East    Units  Estimated Accuracy
 SA0698;SPC WA S     -   149,050.      611,570.      MT  (+/- 180 meters Scaled)
 SA0698
 SA0698                          SUPERSEDED SURVEY CONTROL
 SA0698
 SA0698  NGVD 29 (??/??/92)  271.989  (m)          892.35   (f) ADJ UNCH    ?  
 SA0698
 SA0698.Superseded values are not recommended for survey control.
 SA0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0698.See file dsdata.txt to determine how the superseded data were derived.
 SA0698
 SA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM437699(NAD 83)
 SA0698_MARKER: DD = SURVEY DISK
 SA0698_SETTING: 66 = SET IN ROCK OUTCROP
 SA0698_SP_SET: BASALT ROCK
 SA0698_STAMPING: E-322 1938
 SA0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0698+STABILITY: POSITION/ELEVATION WELL
 SA0698
 SA0698  HISTORY     - Date     Condition        Report By
 SA0698  HISTORY     - 1938     MONUMENTED       BOR
 SA0698  HISTORY     - 1965     GOOD             USGS
 SA0698
 SA0698                          STATION DESCRIPTION
 SA0698
 SA0698'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SA0698'8.4 MI W FROM CONNELL.
 SA0698'ABOUT 8.4 MI. WEST ALONG STATE HWY. 260 AND HENDRICKS RD. FROM
 SA0698'CONNELL, FRANKLIN COUNTY, AT A POINT WHERE HENDRICKS ROAD BEGINS TO
 SA0698'CURVE NORTH.  100 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10 .2
 SA0698'FEET SOUTH OF A FENCE AND ABOUT 15 FEET SOUTHEAST OF AN OLD GATE.  A
 SA0698'BUREAU OF RECLAMATION STANDARD DISK, STAMPED E 322 1938 AND SET IN THE
 SA0698'TOP OF AN IMBEDDED 3X3 FT. BASALT ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0984 ***********************************************************************
 SA0984  DESIGNATION -  E 323
 SA0984  PID         -  SA0984
 SA0984  STATE/COUNTY-  WA/BENTON
 SA0984  USGS QUAD   -  RICHLAND (1992)
 SA0984
 SA0984                         *CURRENT SURVEY CONTROL
 SA0984  ___________________________________________________________________
 SA0984* NAD 83(1986)-  46 18 22.     (N)    119 16 25.     (W)     SCALED    
 SA0984* NAVD 88     -       115.160  (meters)     377.82   (feet)  ADJUSTED  
 SA0984  ___________________________________________________________________
 SA0984  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SA0984  DYNAMIC HT  -         115.164 (meters)     377.83  (feet)  COMP
 SA0984  MODELED GRAV-     980,654.6   (mgal)                       NAVD 88
 SA0984
 SA0984  VERT ORDER  -  SECOND    CLASS 0
 SA0984
 SA0984.The horizontal coordinates were scaled from a topographic map and have
 SA0984.an estimated accuracy of +/- 6 seconds.
 SA0984
 SA0984.The orthometric height was determined by differential leveling
 SA0984.and adjusted by the National Geodetic Survey in June 1991..
 SA0984
 SA0984.The geoid height was determined by GEOID03.
 SA0984
 SA0984.The dynamic height is computed by dividing the NAVD 88
 SA0984.geopotential number by the normal gravity value computed on the
 SA0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0984.degrees latitude (g = 980.6199 gals.).
 SA0984
 SA0984.The modeled gravity was interpolated from observed gravity values.
 SA0984
 SA0984;                    North         East    Units  Estimated Accuracy
 SA0984;SPC WA S     -   108,860.      594,460.      MT  (+/- 180 meters Scaled)
 SA0984
 SA0984                          SUPERSEDED SURVEY CONTROL
 SA0984
 SA0984  NGVD 29 (??/??/92)  114.124  (m)          374.42   (f) ADJ UNCH    2 0
 SA0984
 SA0984.Superseded values are not recommended for survey control.
 SA0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0984.See file dsdata.txt to determine how the superseded data were derived.
 SA0984
 SA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM249305(NAD 83)
 SA0984_MARKER: DB = BENCH MARK DISK
 SA0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0984_STAMPING: E 323
 SA0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0984+STABILITY: SURFACE MOTION
 SA0984
 SA0984  HISTORY     - Date     Condition        Report By
 SA0984  HISTORY     - UNK      MONUMENTED       CGS
 SA0984  HISTORY     - 1949     GOOD             NGS
 SA0984  HISTORY     - 1974     MARK NOT FOUND   USGS
 SA0984
 SA0984                          STATION DESCRIPTION
 SA0984
 SA0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA0984'2.1 MI N FROM RICHLAND.
 SA0984'2.1 MILES NORTH ALONG GEORGE WASHINGTON WAY FROM THE POST OFFICE AT
 SA0984'RICHLAND, 91.4 FEET EAST AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER
 SA0984'OF A SMALL FRAME HOUSE, 31.6 FEET EAST OF THE CENTER LINE OF THE ROAD,
 SA0984'21.4 FEET SOUTH OF THE CENTER LINE OF THE PIERPONT DRIVE, 11 FEET
 SA0984'SOUTH OF A POWER LINE POLE, 2.8 FEET NORTHEAST OF A WITNESS POST,
 SA0984'ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SA0984'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- ALL REFERENCE TO
 SA0984'THE POST OFFICE IN RICHLAND IN THIS LINE NO. 8 IS TO THE OLD LOCATION
 SA0984'AT THE SOUTHWEST CORNER OF GEORGE WASHINGTON WAY AND KNIGHT STREET-THE
 SA0984'PRESENT POST OFFICE IS LOCATED ONE BLOCK NORTH AND ONE BLOCK WEST OF
 SA0984'THAT INTERSECTION-DATE OF THE CHANGE WAS 1968.
 SA0984
 SA0984                          STATION RECOVERY (1974)
 SA0984
 SA0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1049 ***********************************************************************
 SA1049  DESIGNATION -  E 324
 SA1049  PID         -  SA1049
 SA1049  STATE/COUNTY-  WA/BENTON
 SA1049  USGS QUAD   -  RICHLAND (1992)
 SA1049
 SA1049                         *CURRENT SURVEY CONTROL
 SA1049  ___________________________________________________________________
 SA1049* NAD 83(1986)-  46 21 24.     (N)    119 20 45.     (W)     SCALED    
 SA1049* NAVD 88     -       146.882  (meters)     481.90   (feet)  ADJUSTED  
 SA1049  ___________________________________________________________________
 SA1049  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SA1049  DYNAMIC HT  -         146.888 (meters)     481.92  (feet)  COMP
 SA1049  MODELED GRAV-     980,655.4   (mgal)                       NAVD 88
 SA1049
 SA1049  VERT ORDER  -  SECOND    CLASS 0
 SA1049
 SA1049.The horizontal coordinates were scaled from a topographic map and have
 SA1049.an estimated accuracy of +/- 6 seconds.
 SA1049
 SA1049.The orthometric height was determined by differential leveling
 SA1049.and adjusted by the National Geodetic Survey in January 1997..
 SA1049
 SA1049.The geoid height was determined by GEOID03.
 SA1049
 SA1049.The dynamic height is computed by dividing the NAVD 88
 SA1049.geopotential number by the normal gravity value computed on the
 SA1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1049.degrees latitude (g = 980.6199 gals.).
 SA1049
 SA1049.The modeled gravity was interpolated from observed gravity values.
 SA1049
 SA1049;                    North         East    Units  Estimated Accuracy
 SA1049;SPC WA S     -   114,390.      588,820.      MT  (+/- 180 meters Scaled)
 SA1049
 SA1049                          SUPERSEDED SURVEY CONTROL
 SA1049
 SA1049  NAVD 88 (06/15/91)  146.911  (m)          481.99   (f) UNKNOWN     2 0
 SA1049  NGVD 29 (??/??/92)  145.869  (m)          478.57   (f) ADJ UNCH    2 0
 SA1049
 SA1049.Superseded values are not recommended for survey control.
 SA1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1049.See file dsdata.txt to determine how the superseded data were derived.
 SA1049
 SA1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM195363(NAD 83)
 SA1049_MARKER: DB = BENCH MARK DISK
 SA1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1049_STAMPING: E 324 1949
 SA1049_MARK LOGO: CGS   
 SA1049_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1049+STABILITY: SURFACE MOTION
 SA1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1049+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 SA1049
 SA1049  HISTORY     - Date     Condition        Report By
 SA1049  HISTORY     - 1949     MONUMENTED       CGS
 SA1049  HISTORY     - 19920909 GOOD             CHANCE
 SA1049  HISTORY     - 20060825 GOOD             GEOCAC
 SA1049
 SA1049                          STATION DESCRIPTION
 SA1049
 SA1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1049'8.8 MI NW FROM RICHLAND.
 SA1049'5.2 MILES NORTH ALONG GEORGE WASHINGTON WAY FROM THE POST OFFICE AT
 SA1049'RICHLAND, THENCE 3.6 MILES WEST ALONG HORN RAPIDS ROAD, 105 YARDS
 SA1049'SOUTH OF A WIRE FENCE, AT THE WEST END OF A SHORT FILL, 59 1/2 FEET
 SA1049'NORTH OF THE CENTER LINE OF ROAD, 2.1 FEET WEST OF A WITNESS POST,
 SA1049'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SA1049'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SA1049
 SA1049                          STATION RECOVERY (1992)
 SA1049
 SA1049'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (RLH)
 SA1049'THE STATION IS LOCATED APPROXIMATELY 5 MI (8.05 KM) NORTHWEST OF
 SA1049'RICHLAND, WA. TO REACH THE STATION FROM THE INTERSECTION OF STEVENS
 SA1049'ROAD AND HORN RAPIDS ROAD (WHICH IS LOCATED APPROXIMATELY 5 MI (8.05
 SA1049'KM) NORTH OF DOWNTOWN RICHLAND), PROCEED WEST ON HORN RAPIDS ROAD FOR
 SA1049'3.1 MI (4.99 KM) TO THE STATION ON THE RIGHT.  STATION IS PROJECTING
 SA1049'0.3 FT., 59 FT (17.98 M) NORTH OF CENTERLINE OF HORN RAPIDS ROAD, 11.2
 SA1049'FT (3.41 M) SOUTH OF BARBED WIRE FENCE, 2.1 FT (0.64 M) WEST OF A 4X4
 SA1049'WOODEN POST, AND 1.4 FT (0.43 M) SOUTH OF CARSONITE WITNESS POST.
 SA1049
 SA1049                          STATION RECOVERY (2006)
 SA1049
 SA1049'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 SA1049'HANDHELD GPS N46 21.421 W119 20.750
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0787 ***********************************************************************
 SA0787  DESIGNATION -  E 325
 SA0787  PID         -  SA0787
 SA0787  STATE/COUNTY-  WA/FRANKLIN
 SA0787  USGS QUAD   -  SAVAGE ISLAND (1986)
 SA0787
 SA0787                         *CURRENT SURVEY CONTROL
 SA0787  ___________________________________________________________________
 SA0787* NAD 83(1986)-  46 35 18.     (N)    119 22 04.     (W)     SCALED    
 SA0787* NAVD 88     -       116.697  (meters)     382.86   (feet)  ADJUSTED  
 SA0787  ___________________________________________________________________
 SA0787  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SA0787  DYNAMIC HT  -         116.704 (meters)     382.89  (feet)  COMP
 SA0787  MODELED GRAV-     980,672.0   (mgal)                       NAVD 88
 SA0787
 SA0787  VERT ORDER  -  SECOND    CLASS 0
 SA0787
 SA0787.The horizontal coordinates were scaled from a topographic map and have
 SA0787.an estimated accuracy of +/- 6 seconds.
 SA0787
 SA0787.The orthometric height was determined by differential leveling
 SA0787.and adjusted by the National Geodetic Survey in June 1991..
 SA0787
 SA0787.The geoid height was determined by GEOID03.
 SA0787
 SA0787.The dynamic height is computed by dividing the NAVD 88
 SA0787.geopotential number by the normal gravity value computed on the
 SA0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0787.degrees latitude (g = 980.6199 gals.).
 SA0787
 SA0787.The modeled gravity was interpolated from observed gravity values.
 SA0787
 SA0787;                    North         East    Units  Estimated Accuracy
 SA0787;SPC WA S     -   140,120.      586,760.      MT  (+/- 180 meters Scaled)
 SA0787
 SA0787                          SUPERSEDED SURVEY CONTROL
 SA0787
 SA0787  NGVD 29 (??/??/92)  115.633  (m)          379.37   (f) ADJ UNCH    2 0
 SA0787
 SA0787.Superseded values are not recommended for survey control.
 SA0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0787.See file dsdata.txt to determine how the superseded data were derived.
 SA0787
 SA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM186621(NAD 83)
 SA0787_MARKER: DB = BENCH MARK DISK
 SA0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0787_STAMPING: E 325 1949
 SA0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0787+STABILITY: SURFACE MOTION
 SA0787
 SA0787  HISTORY     - Date     Condition        Report By
 SA0787  HISTORY     - 1949     MONUMENTED       CGS
 SA0787
 SA0787                          STATION DESCRIPTION
 SA0787
 SA0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA0787'IN HANFORD.
 SA0787'0.6 MILE NORTHEAST OF AND ACROSS THE COLUMBIA RIVER FROM THE CHICAGO,
 SA0787'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT HANFORD, ABOUT 125
 SA0787'YARDS NORTHEAST OF THE NORTHEAST LANDING OF THE HANFORD FERRY, 61 FEET
 SA0787'NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING TO THE FERRY, 28.5
 SA0787'FEET EAST OF A 16-INCH LOCUST TREE, 16 FEET NORTHEAST OF A ROW OF
 SA0787'TREES, 6.5 FEET NORTHEAST OF A POWER POLE, ABOUT 3 FEET HIGHER THAN
 SA0787'THE ROAD, 2.4 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF
 SA0787'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1436 ***********************************************************************
 SA1436  DESIGNATION -  E 326
 SA1436  PID         -  SA1436
 SA1436  STATE/COUNTY-  WA/BENTON
 SA1436  USGS QUAD   -  PROSSER (1965)
 SA1436
 SA1436                         *CURRENT SURVEY CONTROL
 SA1436  ___________________________________________________________________
 SA1436* NAD 83(1986)-  46 09 22.     (N)    119 50 15.     (W)     SCALED    
 SA1436* NAVD 88     -       540.786  (meters)    1774.23   (feet)  ADJUSTED  
 SA1436  ___________________________________________________________________
 SA1436  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SA1436  DYNAMIC HT  -         540.792 (meters)    1774.25  (feet)  COMP
 SA1436  MODELED GRAV-     980,606.6   (mgal)                       NAVD 88
 SA1436
 SA1436  VERT ORDER  -  SECOND    CLASS 0
 SA1436
 SA1436.The horizontal coordinates were scaled from a topographic map and have
 SA1436.an estimated accuracy of +/- 6 seconds.
 SA1436
 SA1436.The orthometric height was determined by differential leveling
 SA1436.and adjusted by the National Geodetic Survey in June 1991..
 SA1436
 SA1436.The geoid height was determined by GEOID03.
 SA1436
 SA1436.The dynamic height is computed by dividing the NAVD 88
 SA1436.geopotential number by the normal gravity value computed on the
 SA1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1436.degrees latitude (g = 980.6199 gals.).
 SA1436
 SA1436.The modeled gravity was interpolated from observed gravity values.
 SA1436
 SA1436;                    North         East    Units  Estimated Accuracy
 SA1436;SPC WA S     -    91,670.      551,170.      MT  (+/- 180 meters Scaled)
 SA1436
 SA1436                          SUPERSEDED SURVEY CONTROL
 SA1436
 SA1436  NGVD 29 (??/??/92)  539.754  (m)         1770.84   (f) ADJ UNCH    2 0
 SA1436
 SA1436.Superseded values are not recommended for survey control.
 SA1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1436.See file dsdata.txt to determine how the superseded data were derived.
 SA1436
 SA1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM809153(NAD 83)
 SA1436_MARKER: DB = BENCH MARK DISK
 SA1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1436_STAMPING: E 326 1950
 SA1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1436+STABILITY: SURFACE MOTION
 SA1436
 SA1436  HISTORY     - Date     Condition        Report By
 SA1436  HISTORY     - 1950     MONUMENTED       CGS
 SA1436
 SA1436                          STATION DESCRIPTION
 SA1436
 SA1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1436'6.6 MI SW FROM PROSSER.
 SA1436'ABOUT 3.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SA1436'STATION AT PROSSER, THENCE 2.9 MILES SOUTH ALONG WARD GAP ROAD, 0.25
 SA1436'MILE SOUTH OF THE SUMMIT OF A LONG HILL, AT A TRACK ROAD CROSSING,
 SA1436'43.0 FEET NORTH OF THE CENTER LINE OF THE CROSSING, 25.0 FEET WEST OF
 SA1436'THE CENTER LINE OF WARD GAP ROAD, 5.0 FEET LOWER THAN THE ROAD, 2.3
 SA1436'FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SA1436'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0951 ***********************************************************************
 TR0951  DESIGNATION -  E 327
 TR0951  PID         -  TR0951
 TR0951  STATE/COUNTY-  WA/WHATCOM
 TR0951  USGS QUAD   -  BERTRAND CREEK (1994)
 TR0951
 TR0951                         *CURRENT SURVEY CONTROL
 TR0951  ___________________________________________________________________
 TR0951* NAD 83(1986)-  48 53 04.     (N)    122 35 30.     (W)     SCALED    
 TR0951* NAVD 88     -        28.448  (meters)      93.33   (feet)  ADJUSTED  
 TR0951  ___________________________________________________________________
 TR0951  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TR0951  DYNAMIC HT  -          28.457 (meters)      93.36  (feet)  COMP
 TR0951  MODELED GRAV-     980,895.5   (mgal)                       NAVD 88
 TR0951
 TR0951  VERT ORDER  -  FIRST     CLASS I
 TR0951
 TR0951.The horizontal coordinates were scaled from a topographic map and have
 TR0951.an estimated accuracy of +/- 6 seconds.
 TR0951
 TR0951.The orthometric height was determined by differential leveling
 TR0951.and adjusted by the National Geodetic Survey in June 1991..
 TR0951
 TR0951.The geoid height was determined by GEOID03.
 TR0951
 TR0951.The dynamic height is computed by dividing the NAVD 88
 TR0951.geopotential number by the normal gravity value computed on the
 TR0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0951.degrees latitude (g = 980.6199 gals.).
 TR0951
 TR0951.The modeled gravity was interpolated from observed gravity values.
 TR0951
 TR0951;                    North         East    Units  Estimated Accuracy
 TR0951;SPC WA N     -   211,000.      371,050.      MT  (+/- 180 meters Scaled)
 TR0951
 TR0951                          SUPERSEDED SURVEY CONTROL
 TR0951
 TR0951  NGVD 29 (??/??/92)   27.241  (m)           89.37   (f) ADJ UNCH    1 1
 TR0951
 TR0951.Superseded values are not recommended for survey control.
 TR0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0951.See file dsdata.txt to determine how the superseded data were derived.
 TR0951
 TR0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV299146(NAD 83)
 TR0951_MARKER: DB = BENCH MARK DISK
 TR0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0951_SP_SET: CONCRETE POST
 TR0951_STAMPING: E 327 1952
 TR0951_MARK LOGO: CGS   
 TR0951_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0951+STABILITY: SURFACE MOTION
 TR0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0951+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 TR0951
 TR0951  HISTORY     - Date     Condition        Report By
 TR0951  HISTORY     - 1952     MONUMENTED       CGS
 TR0951  HISTORY     - 19730716 GOOD             NGS
 TR0951  HISTORY     - 20051101 GOOD             USPSQD
 TR0951
 TR0951                          STATION DESCRIPTION
 TR0951
 TR0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0951'3.05 MI (4.91 KM) SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD
 TR0951'FROM THE CROSSING OF MAIN STREET AT CUSTER, AT THE CROSSING OF BROWN
 TR0951'ROAD, 56.0 FT (17.1 M) NORTHEAST OF THE NORTHEAST RAIL, 47 FT
 TR0951'(14.3 M) SOUTHWEST OF THE CENTER LINE OF PORTAL WAY, 65 FT (19.8 M)
 TR0951'NORTH OF THE CENTER LINE OF THE ROAD, 17 FT (5.2 M) NORTH-NORTHEAST OF
 TR0951'THE FIRST TELEPHONE POLE NORTH OF THE ROAD, 2.3 FT (0.7 M) SOUTHEAST
 TR0951'OF A WOODEN WITNESS POST, 1.5 FT (0.5 M) NORTHWEST OF A METAL WITNESS
 TR0951'POST, 6 FT (1.8 M) NORTHWEST OF A SAWED-OFF TELEPHONE POLE PROJECTING
 TR0951'1.0 FT (0.3 M), ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 TR0951'CONCRETE POST PROJECTING 0.1 FT (3.0 CM) ABOVE THE GROUND.
 TR0951
 TR0951                          STATION RECOVERY (2005)
 TR0951
 TR0951'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 TR0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0845 ***********************************************************************
 RZ0845  DESIGNATION -  E 328
 RZ0845  PID         -  RZ0845
 RZ0845  STATE/COUNTY-  WA/WHITMAN
 RZ0845  USGS QUAD   -  UNIONTOWN (1964)
 RZ0845
 RZ0845                         *CURRENT SURVEY CONTROL
 RZ0845  ___________________________________________________________________
 RZ0845* NAD 83(1986)-  46 36 04.     (N)    117 03 05.     (W)     SCALED    
 RZ0845* NAVD 88     -       835.376  (meters)    2740.73   (feet)  ADJUSTED  
 RZ0845  ___________________________________________________________________
 RZ0845  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 RZ0845  DYNAMIC HT  -         835.311 (meters)    2740.52  (feet)  COMP
 RZ0845  MODELED GRAV-     980,508.1   (mgal)                       NAVD 88
 RZ0845
 RZ0845  VERT ORDER  -  SECOND    CLASS 0
 RZ0845
 RZ0845.The horizontal coordinates were scaled from a topographic map and have
 RZ0845.an estimated accuracy of +/- 6 seconds.
 RZ0845
 RZ0845.The orthometric height was determined by differential leveling
 RZ0845.and adjusted by the National Geodetic Survey in June 1991..
 RZ0845
 RZ0845.The geoid height was determined by GEOID03.
 RZ0845
 RZ0845.The dynamic height is computed by dividing the NAVD 88
 RZ0845.geopotential number by the normal gravity value computed on the
 RZ0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0845.degrees latitude (g = 980.6199 gals.).
 RZ0845
 RZ0845.The modeled gravity was interpolated from observed gravity values.
 RZ0845
 RZ0845;                    North         East    Units  Estimated Accuracy
 RZ0845;SPC WA S     -   146,690.      764,130.      MT  (+/- 180 meters Scaled)
 RZ0845
 RZ0845                          SUPERSEDED SURVEY CONTROL
 RZ0845
 RZ0845  NGVD 29 (??/??/92)  834.288  (m)         2737.16   (f) ADJ UNCH    2 0
 RZ0845
 RZ0845.Superseded values are not recommended for survey control.
 RZ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0845.See file dsdata.txt to determine how the superseded data were derived.
 RZ0845
 RZ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM960608(NAD 83)
 RZ0845_MARKER: DB = BENCH MARK DISK
 RZ0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0845_STAMPING: E 328 1952
 RZ0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0845+STABILITY: SURFACE MOTION
 RZ0845
 RZ0845  HISTORY     - Date     Condition        Report By
 RZ0845  HISTORY     - 1952     MONUMENTED       CGS
 RZ0845
 RZ0845                          STATION DESCRIPTION
 RZ0845
 RZ0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0845'5.2 MI NE FROM COLTON.
 RZ0845'1.0 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0845'COLTON, THENCE 3.6 MILES NORTHEAST ALONG A GRADED COUNTY ROAD, THENCE
 RZ0845'0.6 MILE EAST ALONG A COUNTY ROAD, AT A T IN A FENCE LINE, 32 FEET
 RZ0845'NORTHEAST OF THE CENTER LINE OF THE ROAD, 8.6 FEET EAST OF THE EAST
 RZ0845'CORNER OF A SMALL WOODEN BOX CULVERT, 15 1/2 FEET SOUTHEAST OF THE
 RZ0845'CENTER OF A WIRE GATE TO A FIELD, 1.1 FOOT SOUTHWEST OF THE FENCE, 1.8
 RZ0845'FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 RZ0845'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 RZ0845'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0228 ***********************************************************************
 TR0228  DESIGNATION -  E 329
 TR0228  PID         -  TR0228
 TR0228  STATE/COUNTY-  WA/SKAGIT
 TR0228  USGS QUAD   -  LA CONNER (1973)
 TR0228
 TR0228                         *CURRENT SURVEY CONTROL
 TR0228  ___________________________________________________________________
 TR0228* NAD 83(1986)-  48 26 48.     (N)    122 27 56.     (W)     SCALED    
 TR0228* NAVD 88     -         2.001  (meters)       6.56   (feet)  ADJUSTED  
 TR0228  ___________________________________________________________________
 TR0228  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 TR0228  DYNAMIC HT  -           2.001 (meters)       6.56  (feet)  COMP
 TR0228  MODELED GRAV-     980,876.9   (mgal)                       NAVD 88
 TR0228
 TR0228  VERT ORDER  -  FIRST     CLASS II
 TR0228
 TR0228.The horizontal coordinates were scaled from a topographic map and have
 TR0228.an estimated accuracy of +/- 6 seconds.
 TR0228
 TR0228.The orthometric height was determined by differential leveling
 TR0228.and adjusted by the National Geodetic Survey in June 1991..
 TR0228
 TR0228.The geoid height was determined by GEOID03.
 TR0228
 TR0228.The dynamic height is computed by dividing the NAVD 88
 TR0228.geopotential number by the normal gravity value computed on the
 TR0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0228.degrees latitude (g = 980.6199 gals.).
 TR0228
 TR0228.The modeled gravity was interpolated from observed gravity values.
 TR0228
 TR0228;                    North         East    Units  Estimated Accuracy
 TR0228;SPC WA N     -   162,130.      379,260.      MT  (+/- 180 meters Scaled)
 TR0228
 TR0228                          SUPERSEDED SURVEY CONTROL
 TR0228
 TR0228  NGVD 29 (??/??/92)    0.848  (m)            2.78   (f) ADJ UNCH    1 2
 TR0228
 TR0228.Superseded values are not recommended for survey control.
 TR0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0228.See file dsdata.txt to determine how the superseded data were derived.
 TR0228
 TR0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU395660(NAD 83)
 TR0228_MARKER: DB = BENCH MARK DISK
 TR0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0228_STAMPING: E 329 1952
 TR0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0228+STABILITY: SURFACE MOTION
 TR0228
 TR0228  HISTORY     - Date     Condition        Report By
 TR0228  HISTORY     - 1952     MONUMENTED       CGS
 TR0228
 TR0228                          STATION DESCRIPTION
 TR0228
 TR0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TR0228'6.9 MI W FROM BURLINGTON.
 TR0228'0.4 MILE WEST ALONG FAIRHAVEN AVENUE FROM THE POST OFFICE AT
 TR0228'BURLINGTON, THENCE 0.3 MILE SOUTH ALONG U. S. HIGHWAY 99, THENCE 4.8
 TR0228'MILES SOUTHWEST ALONG STATE HIGHWAY 1 C, THENCE 1.4 MILES WEST ALONG
 TR0228'STATE HIGHWAY 1, ABOUT 67 YARDS EAST OF THE T JUNCTION OF A GRAVEL
 TR0228'ROAD LEADING NORTH, 22 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 TR0228'HIGHWAY, 3 FEET SOUTHEAST OF POWER LINE POLE NO. BA 7-4, 2.4 FEET
 TR0228'SOUTHWEST OF A WITNESS POST, 1.2 FEET NORTH OF A FENCE, ABOUT 1 FOOT
 TR0228'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TR0228'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0640 ***********************************************************************
 SW0640  DESIGNATION -  E 33
 SW0640  PID         -  SW0640
 SW0640  STATE/COUNTY-  WA/GRANT
 SW0640  USGS QUAD   -  QUINCY (1966)
 SW0640
 SW0640                         *CURRENT SURVEY CONTROL
 SW0640  ___________________________________________________________________
 SW0640* NAD 83(1986)-  47 14 42.     (N)    119 46 05.     (W)     SCALED    
 SW0640* NAVD 88     -       392.235  (meters)    1286.86   (feet)  ADJUSTED  
 SW0640  ___________________________________________________________________
 SW0640  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 SW0640  DYNAMIC HT  -         392.262 (meters)    1286.95  (feet)  COMP
 SW0640  MODELED GRAV-     980,671.0   (mgal)                       NAVD 88
 SW0640
 SW0640  VERT ORDER  -  FIRST     CLASS II
 SW0640
 SW0640.The horizontal coordinates were scaled from a topographic map and have
 SW0640.an estimated accuracy of +/- 6 seconds.
 SW0640
 SW0640.The orthometric height was determined by differential leveling
 SW0640.and adjusted by the National Geodetic Survey in June 1991..
 SW0640
 SW0640.The geoid height was determined by GEOID03.
 SW0640
 SW0640.The dynamic height is computed by dividing the NAVD 88
 SW0640.geopotential number by the normal gravity value computed on the
 SW0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0640.degrees latitude (g = 980.6199 gals.).
 SW0640
 SW0640.The modeled gravity was interpolated from observed gravity values.
 SW0640
 SW0640;                    North         East    Units  Estimated Accuracy
 SW0640;SPC WA S     -   212,750.      555,410.      MT  (+/- 180 meters Scaled)
 SW0640
 SW0640                          SUPERSEDED SURVEY CONTROL
 SW0640
 SW0640  NGVD 29 (??/??/92)  391.099  (m)         1283.13   (f) ADJ UNCH    1 2
 SW0640
 SW0640.Superseded values are not recommended for survey control.
 SW0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0640.See file dsdata.txt to determine how the superseded data were derived.
 SW0640
 SW0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN905361(NAD 83)
 SW0640_MARKER: DB = BENCH MARK DISK
 SW0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0640_STAMPING: E 33 1933
 SW0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0640+STABILITY: SURFACE MOTION
 SW0640
 SW0640  HISTORY     - Date     Condition        Report By
 SW0640  HISTORY     - 1933     MONUMENTED       CGS
 SW0640  HISTORY     - 1948     GOOD             NGS
 SW0640  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0640
 SW0640                          STATION DESCRIPTION
 SW0640
 SW0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SW0640'2.3 MI W FROM WINCHESTER.
 SW0640'2.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM WINCHESTER, GRANT
 SW0640'COUNTY, AT MILEAGE 1611.7, AT A DIRT-ROAD CROSSING, 50 FEET SOUTH OF
 SW0640'THE TRACK, 45 FEET WEST OF THE DIRT ROAD, AND NEXT TO THE FENCE LINE.
 SW0640'A STANDARD DISK, STAMPED E 33 1933 AND SET IN THE TOP OF A CONCRETE
 SW0640'POST.  NOTE-- AREA IS IN CULTIVATION.
 SW0640
 SW0640                          STATION RECOVERY (1968)
 SW0640
 SW0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0063 ***********************************************************************
 TR0063  DESIGNATION -  E 330
 TR0063  PID         -  TR0063
 TR0063  STATE/COUNTY-  WA/SKAGIT
 TR0063  USGS QUAD   -  BOW (1994)
 TR0063
 TR0063                         *CURRENT SURVEY CONTROL
 TR0063  ___________________________________________________________________
 TR0063* NAD 83(1998)-  48 35 45.35287(N)    122 25 13.61790(W)     ADJUSTED  
 TR0063* NAVD 88     -         3.370  (meters)      11.06   (feet)  ADJUSTED  
 TR0063  ___________________________________________________________________
 TR0063  X           -  -2,265,801.415 (meters)                     COMP
 TR0063  Y           -  -3,567,516.674 (meters)                     COMP
 TR0063  Z           -   4,760,945.829 (meters)                     COMP
 TR0063  LAPLACE CORR-           8.40  (seconds)                    DEFLEC99
 TR0063  ELLIP HEIGHT-         -18.28  (meters)          (06/17/02) GPS OBS
 TR0063  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 TR0063  DYNAMIC HT  -           3.371 (meters)      11.06  (feet)  COMP
 TR0063  MODELED GRAV-     980,877.9   (mgal)                       NAVD 88
 TR0063
 TR0063  HORZ ORDER  -  FIRST
 TR0063  VERT ORDER  -  FIRST     CLASS I
 TR0063  ELLP ORDER  -  FOURTH    CLASS I
 TR0063
 TR0063.The horizontal coordinates were established by GPS observations
 TR0063.and adjusted by the National Geodetic Survey in June 2002..
 TR0063.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR0063.DATUM ITEM on the data sheet items page.
 TR0063
 TR0063.The orthometric height was determined by differential leveling
 TR0063.and adjusted by the National Geodetic Survey in June 1991..
 TR0063
 TR0063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR0063
 TR0063.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0063
 TR0063.The ellipsoidal height was determined by GPS observations
 TR0063.and is referenced to NAD 83.
 TR0063
 TR0063.The geoid height was determined by GEOID03.
 TR0063
 TR0063.The dynamic height is computed by dividing the NAVD 88
 TR0063.geopotential number by the normal gravity value computed on the
 TR0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0063.degrees latitude (g = 980.6199 gals.).
 TR0063
 TR0063.The modeled gravity was interpolated from observed gravity values.
 TR0063
 TR0063;                    North         East     Units Scale Factor Converg.
 TR0063;SPC WA N     -   178,651.139   382,942.345   MT  0.99997706   -1 10 53.9
 TR0063;SPC WA N     -   586,124.61  1,256,370.01   sFT  0.99997706   -1 10 53.9
 TR0063;UTM  10      - 5,382,701.073   542,731.541   MT  0.99962243   +0 26 04.9
 TR0063
 TR0063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0063!SPC WA N     -   1.00000286  x   0.99997706  =   0.99997992
 TR0063!UTM  10      -   1.00000286  x   0.99962243  =   0.99962529
 TR0063
 TR0063                          SUPERSEDED SURVEY CONTROL
 TR0063
 TR0063  NAD 83(1991)-  48 35 45.34983(N)    122 25 13.61909(W) AD(       ) 1
 TR0063  ELLIP H (12/09/91)  -18.09   (m)                       GP(       ) 4 1
 TR0063  NAD 83(1986)-  48 35 45.35130(N)    122 25 13.62736(W) AD(       ) 1
 TR0063  NAD 27      -  48 35 45.97414(N)    122 25 09.02811(W) AD(       ) 1
 TR0063  NGVD 29 (??/??/92)    2.194  (m)            7.20   (f) ADJ UNCH    1 1
 TR0063
 TR0063.Superseded values are not recommended for survey control.
 TR0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0063.See file dsdata.txt to determine how the superseded data were derived.
 TR0063
 TR0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4273282701(NAD 83)
 TR0063_MARKER: DB = BENCH MARK DISK
 TR0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0063_STAMPING: E 330 1952
 TR0063_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0063+STABILITY: SURFACE MOTION
 TR0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0063+SATELLITE: SATELLITE OBSERVATIONS - 1988
 TR0063
 TR0063  HISTORY     - Date     Condition        Report By
 TR0063  HISTORY     - 1985     MONUMENTED       NGS
 TR0063  HISTORY     - 1973     GOOD             NGS
 TR0063  HISTORY     - 1983     GOOD
 TR0063  HISTORY     - 1984     GOOD             NGS
 TR0063  HISTORY     - 1988     GOOD             NGS
 TR0063
 TR0063                          STATION DESCRIPTION
 TR0063
 TR0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (DAW)
 TR0063'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) SOUTH OF BELLINGHAM,
 TR0063'9.7 KM (7 MI) WEST OF LAGER, 8.1    (5 MI) NORTH OF EDISON AND ON
 TR0063'BURLINGTON NORTHERN RAILWAY RIGHT-OF-WAY.
 TR0063'
 TR0063'TO REACH THE STATION FROM THE POST OFFICE AT BOW AT THE JUNCTION OF
 TR0063'STATE HIGHWAYS 11 AND 237, GO NORTH ON STATE HIGHWAY 11 FOR 3.4 KM
 TR0063'(2.1 MI) TO A CROSS ROAD.  TURN RIGHT AND GO EASTERLY ON LEGG ROAD
 TR0063'FOR 0.16 KM (0.1 MI) TO THE STATION ON THE RIGHT AT THE RAIL ROAD
 TR0063'CROSSING.
 TR0063'
 TR0063'THE STATION MARK IS A STANDARD C+GS BENCH MARK DISK STAMPED---
 TR0063'---E 330 1952---SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 TR0063'25 CM (10 INCHES) IN DIAMETER AND IS RECESSED 5 CM (2 INCHES) BELOW
 TR0063'THE GROUND SURFACE.  IT IS 19.3 M (63.3 FT) NORTH OF THE NORTH
 TR0063'CORNER OF A HOUSE PORCH, 15.0 M (49 FT) SOUTH-SOUTHWEST OF THE
 TR0063'SOUTH RAIL OF THE RAILROAD TRACK AT THE CENTER OF THE CROSSING,
 TR0063'8.9 M (29 FT) SOUTH OF THE CENTER OF LEGG ROAD, 1 M (3.3 FT)
 TR0063'SOUTHEAST OF A POWER LINE POLE AND 0.3 M (1 FT) NORTHWEST OF A
 TR0063'WITNESS POST.
 TR0063'
 TR0063'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR0063'
 TR0063'DESCRIBED BY DA WEGENAST.
 TR0063
 TR0063                          STATION RECOVERY (1973)
 TR0063
 TR0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TR0063'9.65 MI NW FROM BURLINGTON.
 TR0063'9.65 MILES NORTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0063'CROSSING OF FAIRHAVEN AVENUE AT BURLINGTON, AT THE CROSSING OF LEGG
 TR0063'ROAD, 46.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 31 FEET SOUTHEAST OF
 TR0063'THE CENTER LINE OF THE ROAD, 29.5 FEET WEST OF THE 2ND TELEPHONE POLE
 TR0063'(A70) SOUTHEAST OF MILEPOST 82, 63.5 FEET NORTH OF THE NORTH CORNER OF
 TR0063'A FRAME HOUSE, 3.5 FEET SOUTHEAST OF TELEPHONE POLE WITH A GUY WIRE,
 TR0063'34 FEET SOUTHWEST OF AN IRON-PIPE-POST BEARING RAILROAD CROSSING SIGN,
 TR0063'1.0 FOOT NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 TR0063'POST THAT IS ABOUT 0.1 FOOT BELOW THE LEVEL OF THE GROUND, AND ABOUT 4
 TR0063'1/2 FEET LOWER THAN THE TRACK.  SEC 22, T 36N, R3E.
 TR0063
 TR0063                          STATION RECOVERY (1983)
 TR0063
 TR0063'RECOVERED 1983
 TR0063'RECOVERED IN GOOD CONDITION.
 TR0063
 TR0063                          STATION RECOVERY (1984)
 TR0063
 TR0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TR0063'RECOVERED IN GOOD CONDITION.
 TR0063
 TR0063                          STATION RECOVERY (1988)
 TR0063
 TR0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 TR0063'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 TR0063'THE ROUTE TO REACH THE STATION IS COMPLETE AND ADQUATE FOR RECOVERY
 TR0063'AT THIS DATE.
 TR0063'
 TR0063'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR0063'
 TR0063'DESCRIBED BY DA WEGENAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0096 ***********************************************************************
 TR0096  DESIGNATION -  E 331
 TR0096  PID         -  TR0096
 TR0096  STATE/COUNTY-  WA/SKAGIT
 TR0096  USGS QUAD   -  MOUNT VERNON (1981)
 TR0096
 TR0096                         *CURRENT SURVEY CONTROL
 TR0096  ___________________________________________________________________
 TR0096* NAD 83(1986)-  48 24 55.     (N)    122 19 41.     (W)     SCALED    
 TR0096* NAVD 88     -        50.190  (meters)     164.66   (feet)  ADJUSTED  
 TR0096  ___________________________________________________________________
 TR0096  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 TR0096  DYNAMIC HT  -          50.201 (meters)     164.70  (feet)  COMP
 TR0096  MODELED GRAV-     980,848.7   (mgal)                       NAVD 88
 TR0096
 TR0096  VERT ORDER  -  FIRST     CLASS I
 TR0096
 TR0096.The horizontal coordinates were scaled from a topographic map and have
 TR0096.an estimated accuracy of +/- 6 seconds.
 TR0096
 TR0096.The orthometric height was determined by differential leveling
 TR0096.and adjusted by the National Geodetic Survey in June 1991..
 TR0096.WARNING-Repeat measurements at this control monument indicate possible
 TR0096.vertical movement.
 TR0096
 TR0096.The geoid height was determined by GEOID03.
 TR0096
 TR0096.The dynamic height is computed by dividing the NAVD 88
 TR0096.geopotential number by the normal gravity value computed on the
 TR0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0096.degrees latitude (g = 980.6199 gals.).
 TR0096
 TR0096.The modeled gravity was interpolated from observed gravity values.
 TR0096
 TR0096;                    North         East    Units  Estimated Accuracy
 TR0096;SPC WA N     -   158,430.      389,370.      MT  (+/- 180 meters Scaled)
 TR0096
 TR0096                          SUPERSEDED SURVEY CONTROL
 TR0096
 TR0096  NGVD 29 (??/??/92)   49.027  (m)          160.85   (f) ADJ UNCH    1 1
 TR0096
 TR0096.Superseded values are not recommended for survey control.
 TR0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0096.See file dsdata.txt to determine how the superseded data were derived.
 TR0096
 TR0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU497626(NAD 83)
 TR0096_MARKER: DB = BENCH MARK DISK
 TR0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0096_SP_SET: WALL
 TR0096_STAMPING: E 331 1952
 TR0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0096+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 TR0096
 TR0096  HISTORY     - Date     Condition        Report By
 TR0096  HISTORY     - 1952     MONUMENTED       CGS
 TR0096  HISTORY     - 1973     GOOD             NGS
 TR0096  HISTORY     - 1983     GOOD             USPSQD
 TR0096  HISTORY     - 20050626 GOOD             USPSQD
 TR0096  HISTORY     - 20060729 GOOD             USPSQD
 TR0096
 TR0096                          STATION DESCRIPTION
 TR0096
 TR0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0096'IN MOUNT VERNON.
 TR0096'AT MOUNT VERNON, AT THE SOUTHWEST CORNER OF THE JUNCTION OF SOUTH 11TH
 TR0096'STREET AND BROAD STREET, AT THE NORTHWEST CORNER OF LINCOLN SCHOOL,
 TR0096'SET VERTICALLY IN THE WEST CONCRETE WALL, 8.1 FEET SOUTH OF THE
 TR0096'NORTHWEST CORNER OF THE BUILDING, 103 FEET WEST OF THE WEST CURB OF
 TR0096'11TH STREET, 28.0 FEET SOUTH OF THE SOUTH CURB OF BROAD STREET, 50 1/2
 TR0096'FEET NORTH OF THE CENTER OF THE NORTH ONE OF 2 DOORS, AND ABOUT 1.8
 TR0096'FEET ABOVE THE LEVEL OF THE GROUND.  SEC 29, T 34N, R 4E.
 TR0096
 TR0096                          STATION RECOVERY (1983)
 TR0096
 TR0096'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0096'RECOVERED IN GOOD CONDITION.
 TR0096
 TR0096                          STATION RECOVERY (2005)
 TR0096
 TR0096'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMS)
 TR0096'RECOVERED IN GOOD CONDITION.
 TR0096
 TR0096                          STATION RECOVERY (2006)
 TR0096
 TR0096'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0741 ***********************************************************************
 SA0741  DESIGNATION -  E 332
 SA0741  PID         -  SA0741
 SA0741  STATE/COUNTY-  WA/FRANKLIN
 SA0741  USGS QUAD   -  EAGLE LAKES (1986)
 SA0741
 SA0741                         *CURRENT SURVEY CONTROL
 SA0741  ___________________________________________________________________
 SA0741* NAD 83(1986)-  46 43 14.     (N)    119 10 34.     (W)     SCALED    
 SA0741* NAVD 88     -       378.99   (+/-2cm)    1243.4    (feet)  VERTCON   
 SA0741  ___________________________________________________________________
 SA0741  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA0741
 SA0741  VERT ORDER  -  ? (See Below)
 SA0741
 SA0741.The horizontal coordinates were scaled from a topographic map and have
 SA0741.an estimated accuracy of +/- 6 seconds.
 SA0741
 SA0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0741.The vertical order pertains to the NGVD 29 superseded value.
 SA0741
 SA0741.The geoid height was determined by GEOID03.
 SA0741
 SA0741;                    North         East    Units  Estimated Accuracy
 SA0741;SPC WA S     -   155,040.      601,200.      MT  (+/- 180 meters Scaled)
 SA0741
 SA0741                          SUPERSEDED SURVEY CONTROL
 SA0741
 SA0741  NGVD 29 (??/??/92)  377.884  (m)         1239.77   (f) ADJ UNCH    ?  
 SA0741
 SA0741.Superseded values are not recommended for survey control.
 SA0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0741.See file dsdata.txt to determine how the superseded data were derived.
 SA0741
 SA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM337764(NAD 83)
 SA0741_MARKER: DD = SURVEY DISK
 SA0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0741_STAMPING: E 33 1938
 SA0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0741+STABILITY: SURFACE MOTION
 SA0741
 SA0741  HISTORY     - Date     Condition        Report By
 SA0741  HISTORY     - 1938     MONUMENTED       BOR
 SA0741  HISTORY     - 1967     GOOD             NGS
 SA0741
 SA0741                          STATION DESCRIPTION
 SA0741
 SA0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA0741'7.1 MI S FROM OTHELLO.
 SA0741'THE MARK IS IN THE NORTHWEST 1/4 OF SECTION 10, T14N, R29E, ACROSS THE
 SA0741'ROAD FROM A SMALL MILITARY INSTALLATION, ABOUT 200 FEET SOUTH OF THE
 SA0741'SUMMIT OF A RIDGE, 55 YARDS NORTH OF THE NORTH END OF A BRIDGE OVER AN
 SA0741'IRRIGATION CANAL, 45 FEET NORTH OF THE NORTHWEST CORNER OF A GARAGE,
 SA0741'25.3 FEET EAST OF THE CENTER OF SAGE HILL ROAD AND 4.2 FEET WEST OF A
 SA0741'BOARD FENCE.  A BUREAU OF RECLAMATION DISK SET IN A CONCRETE POST
 SA0741'WHICH PROJECTS ABOUT 1 FOOT.  A METAL WITNESS POST WAS SET 6 INCHES
 SA0741'NORTH OF THE MARK.  NOTE-- MARK IS LEANING ABOUT 5 DEGREES TO THE
 SA0741'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0161 ***********************************************************************
 TR0161  DESIGNATION -  E 332
 TR0161  PID         -  TR0161
 TR0161  STATE/COUNTY-  WA/SNOHOMISH
 TR0161  USGS QUAD   -  STANWOOD (1978)
 TR0161
 TR0161                         *CURRENT SURVEY CONTROL
 TR0161  ___________________________________________________________________
 TR0161* NAD 83(1986)-  48 12 01.     (N)    122 15 08.     (W)     SCALED    
 TR0161* NAVD 88     -         9.938  (meters)      32.60   (feet)  ADJUSTED  
 TR0161  ___________________________________________________________________
 TR0161  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 TR0161  DYNAMIC HT  -           9.939 (meters)      32.61  (feet)  COMP
 TR0161  MODELED GRAV-     980,798.2   (mgal)                       NAVD 88
 TR0161
 TR0161  VERT ORDER  -  FIRST     CLASS I
 TR0161
 TR0161.The horizontal coordinates were scaled from a topographic map and have
 TR0161.an estimated accuracy of +/- 6 seconds.
 TR0161
 TR0161.The orthometric height was determined by differential leveling
 TR0161.and adjusted by the National Geodetic Survey in June 1991..
 TR0161.WARNING-Repeat measurements at this control monument indicate possible
 TR0161.vertical movement.
 TR0161
 TR0161.The geoid height was determined by GEOID03.
 TR0161
 TR0161.The dynamic height is computed by dividing the NAVD 88
 TR0161.geopotential number by the normal gravity value computed on the
 TR0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0161.degrees latitude (g = 980.6199 gals.).
 TR0161
 TR0161.The modeled gravity was interpolated from observed gravity values.
 TR0161
 TR0161;                    North         East    Units  Estimated Accuracy
 TR0161;SPC WA N     -   134,420.      394,540.      MT  (+/- 180 meters Scaled)
 TR0161
 TR0161                          SUPERSEDED SURVEY CONTROL
 TR0161
 TR0161  NGVD 29 (??/??/92)    8.800  (m)           28.87   (f) ADJ UNCH    1 1
 TR0161
 TR0161.Superseded values are not recommended for survey control.
 TR0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0161.See file dsdata.txt to determine how the superseded data were derived.
 TR0161
 TR0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU555388(NAD 83)
 TR0161_MARKER: DB = BENCH MARK DISK
 TR0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0161_SP_SET: BUILDING FOOTING
 TR0161_STAMPING: E 332 1952
 TR0161_MARK LOGO: CGS   
 TR0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0161+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 TR0161
 TR0161  HISTORY     - Date     Condition        Report By
 TR0161  HISTORY     - 1952     MONUMENTED       CGS
 TR0161  HISTORY     - 1973     GOOD             NGS
 TR0161  HISTORY     - 1984     GOOD             USPSQD
 TR0161  HISTORY     - 19910718 GOOD             USPSQD
 TR0161  HISTORY     - 19911231 GOOD             WA-061
 TR0161  HISTORY     - 19991222 GOOD             USPSQD
 TR0161
 TR0161                          STATION DESCRIPTION
 TR0161
 TR0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0161'IN SILVANA.
 TR0161'AT SILVANA, 0.05 MILE NORTHEAST ALONG MAIN STREET FROM THE CROSSING OF
 TR0161'THE NORTHERN PACIFIC RAILROAD, AT THE EAST CORNER OF THE JUNCTION OF
 TR0161'STATE HIGHWAY 530 AND MAIN STREET (14TH AVENUE NORTHWEST), AT THE
 TR0161'SILVANA POST OFFICE BUILDING, IN THE TOP AND 0.5 FOOT NORTHWEST OF THE
 TR0161'WEST CORNER OF THE CONCRETE FOOTING OF THE BRICK BUILDING, 21 1/2 FEET
 TR0161'NORTHWEST OF THE CENTER OF THE SOUTHWEST ENTRANCE, 45 1/2 FEET
 TR0161'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 55 FEET SOUTHEAST OF THE
 TR0161'CENTER LINE OF MAIN STREET, 1.0 FOOT SOUTH OF FLAG POLE, ABOUT 0.2
 TR0161'FOOT UNDERGROUND, AND ABOUT 0.8 FOOT LOWER THAN THE SIDEWALK.
 TR0161'SECTION-- 2 T-- 31N R-- 4E.
 TR0161
 TR0161                          STATION RECOVERY (1984)
 TR0161
 TR0161'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0161'RECOVERED IN GOOD CONDITION.
 TR0161
 TR0161                          STATION RECOVERY (1991)
 TR0161
 TR0161'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 TR0161'RECOVERED IN GOOD CONDITION.
 TR0161
 TR0161                          STATION RECOVERY (1991)
 TR0161
 TR0161'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1991
 TR0161'RECOVERED IN GOOD CONDITION.
 TR0161
 TR0161                          STATION RECOVERY (1999)
 TR0161
 TR0161'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1147 ***********************************************************************
 RZ1147  DESIGNATION -  E 334
 RZ1147  PID         -  RZ1147
 RZ1147  STATE/COUNTY-  WA/GARFIELD
 RZ1147  USGS QUAD   -  POMEROY (1967)
 RZ1147
 RZ1147                         *CURRENT SURVEY CONTROL
 RZ1147  ___________________________________________________________________
 RZ1147* NAD 83(1986)-  46 29 55.     (N)    117 33 43.     (W)     SCALED    
 RZ1147* NAVD 88     -       648.525  (meters)    2127.70   (feet)  ADJUSTED  
 RZ1147  ___________________________________________________________________
 RZ1147  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 RZ1147  DYNAMIC HT  -         648.499 (meters)    2127.62  (feet)  COMP
 RZ1147  MODELED GRAV-     980,553.4   (mgal)                       NAVD 88
 RZ1147
 RZ1147  VERT ORDER  -  SECOND    CLASS 0
 RZ1147
 RZ1147.The horizontal coordinates were scaled from a topographic map and have
 RZ1147.an estimated accuracy of +/- 6 seconds.
 RZ1147
 RZ1147.The orthometric height was determined by differential leveling
 RZ1147.and adjusted by the National Geodetic Survey in June 1991..
 RZ1147
 RZ1147.The geoid height was determined by GEOID03.
 RZ1147
 RZ1147.The dynamic height is computed by dividing the NAVD 88
 RZ1147.geopotential number by the normal gravity value computed on the
 RZ1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1147.degrees latitude (g = 980.6199 gals.).
 RZ1147
 RZ1147.The modeled gravity was interpolated from observed gravity values.
 RZ1147
 RZ1147;                    North         East    Units  Estimated Accuracy
 RZ1147;SPC WA S     -   133,720.      725,470.      MT  (+/- 180 meters Scaled)
 RZ1147
 RZ1147                          SUPERSEDED SURVEY CONTROL
 RZ1147
 RZ1147  NGVD 29 (??/??/92)  647.542  (m)         2124.48   (f) ADJ UNCH    2 0
 RZ1147
 RZ1147.Superseded values are not recommended for survey control.
 RZ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1147.See file dsdata.txt to determine how the superseded data were derived.
 RZ1147
 RZ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM568496(NAD 83)
 RZ1147_MARKER: DB = BENCH MARK DISK
 RZ1147_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RZ1147_SP_SET: DRILL HOLE IN HEADWALL
 RZ1147_STAMPING: E 334 1952
 RZ1147_MARK LOGO: CGS   
 RZ1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1147+STABILITY: SURFACE MOTION
 RZ1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RZ1147+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 RZ1147
 RZ1147  HISTORY     - Date     Condition        Report By
 RZ1147  HISTORY     - 1952     MONUMENTED       CGS
 RZ1147  HISTORY     - 1959     GOOD             NGS
 RZ1147  HISTORY     - 19890516 GOOD             NGS
 RZ1147
 RZ1147                          STATION DESCRIPTION
 RZ1147
 RZ1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ1147'3.8 MI NE FROM POMEROY.
 RZ1147'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 410 FROM THE COURTHOUSE AT
 RZ1147'POMEROY, THENCE 2.1 MILES NORTH ALONG GOULD CITY-MAYVIEW ROAD, AT A
 RZ1147'48-INCH CONCRETE PIPE CULVERT, IN THE TOP OF THE NORTH END OF THE EAST
 RZ1147'CONCRETE HEADWALL, 22 FEET EAST OF THE CENTER LINE OF THE ROAD, 36
 RZ1147'YARDS NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING EAST TO THE R.L.
 RZ1147'FERRELL RANCHHOUSE, AND ABOUT 5 1/2 FEET LOWER THAN THE ROAD.
 RZ1147
 RZ1147                          STATION RECOVERY (1989)
 RZ1147
 RZ1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RZ1147'THE STATION IS LOCATED ABOUT 6.2 KM (3.9 MI) NORTHEAST OF POMEROY, 1.6
 RZ1147'KM (1.0 MI) NORTH OF THE FERRELL AND SONS AIRPORT AND IN THE TOP OF A
 RZ1147'CULVERT HEADWALL ON COUNTY ROAD RIUGHT-OF-WAY.
 RZ1147'TO REACH FROM THE COURTHOUSE IN POMEROY, GO EAST ON US HIGHWAY 12 FOR
 RZ1147'2.74 KM (1.70 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON THE
 RZ1147'GOULD CITY-MAYVIEW ROAD FOR 3.38 KM (2.10 MI) TO THE STATION ON THE
 RZ1147'RIGHT.
 RZ1147'THE MARK IS SET IN A DRILL HOLE IN THE TOP OF THE NORTHEND OF THE EAST
 RZ1147'HEADWALL OF A CULVERT.  IT IS 6.7 M (22.0 FT) EAST OF THE CENTER OF
 RZ1147'THE COUNTY ROAD AND ABOUT 1.7 M (5.6 FT) LOWER THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0716 ***********************************************************************
 RZ0716  DESIGNATION -  E 335
 RZ0716  PID         -  RZ0716
 RZ0716  STATE/COUNTY-  WA/WHITMAN
 RZ0716  USGS QUAD   -  ALMOTA (1975)
 RZ0716
 RZ0716                         *CURRENT SURVEY CONTROL
 RZ0716  ___________________________________________________________________
 RZ0716* NAD 83(1986)-  46 44 59.     (N)    117 27 34.     (W)     SCALED    
 RZ0716* NAVD 88     -       587.509  (meters)    1927.52   (feet)  ADJUSTED  
 RZ0716  ___________________________________________________________________
 RZ0716  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 RZ0716  DYNAMIC HT  -         587.491 (meters)    1927.46  (feet)  COMP
 RZ0716  MODELED GRAV-     980,564.0   (mgal)                       NAVD 88
 RZ0716
 RZ0716  VERT ORDER  -  SECOND    CLASS 0
 RZ0716
 RZ0716.The horizontal coordinates were scaled from a topographic map and have
 RZ0716.an estimated accuracy of +/- 6 seconds.
 RZ0716
 RZ0716.The orthometric height was determined by differential leveling
 RZ0716.and adjusted by the National Geodetic Survey in June 1991..
 RZ0716
 RZ0716.The geoid height was determined by GEOID03.
 RZ0716
 RZ0716.The dynamic height is computed by dividing the NAVD 88
 RZ0716.geopotential number by the normal gravity value computed on the
 RZ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0716.degrees latitude (g = 980.6199 gals.).
 RZ0716
 RZ0716.The modeled gravity was interpolated from observed gravity values.
 RZ0716
 RZ0716;                    North         East    Units  Estimated Accuracy
 RZ0716;SPC WA S     -   161,910.      732,250.      MT  (+/- 180 meters Scaled)
 RZ0716
 RZ0716                          SUPERSEDED SURVEY CONTROL
 RZ0716
 RZ0716  NGVD 29 (??/??/92)  586.495  (m)         1924.19   (f) ADJ UNCH    2 0
 RZ0716
 RZ0716.Superseded values are not recommended for survey control.
 RZ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0716.See file dsdata.txt to determine how the superseded data were derived.
 RZ0716
 RZ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM649774(NAD 83)
 RZ0716_MARKER: DB = BENCH MARK DISK
 RZ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0716_STAMPING: E 335 1952
 RZ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0716+STABILITY: SURFACE MOTION
 RZ0716
 RZ0716  HISTORY     - Date     Condition        Report By
 RZ0716  HISTORY     - 1952     MONUMENTED       CGS
 RZ0716
 RZ0716                          STATION DESCRIPTION
 RZ0716
 RZ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0716'5.9 MI N FROM ALMOTA.
 RZ0716'5.9 MILES NORTH ALONG A GRAVEL ROAD FROM THE CAMAS PRAIRIE RAILROAD
 RZ0716'STATION AT ALMOTA, 0.4 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING TO
 RZ0716'PULLMAN, AT THE T JUNCTION OF A POWER LINE, 51 FEET SOUTHWEST OF THE
 RZ0716'CENTER OF THE T JUNCTION OF A GRAVEL ROAD LEADING EAST, 28 FEET WEST
 RZ0716'OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTHEAST OF THE CENTER OF A
 RZ0716'SMALL IRON GATE, 5 FEET SOUTHEAST OF POWER LINE POLE NO. J 66, 2.3
 RZ0716'FEET EAST OF A FENCE, 1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT 1
 RZ0716'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RZ0716'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0304 ***********************************************************************
 SA0304  DESIGNATION -  E 336
 SA0304  PID         -  SA0304
 SA0304  STATE/COUNTY-  WA/WALLA WALLA
 SA0304  USGS QUAD   -  HUMORIST (1992)
 SA0304
 SA0304                         *CURRENT SURVEY CONTROL
 SA0304  ___________________________________________________________________
 SA0304* NAD 83(1986)-  46 07 33.     (N)    118 55 54.     (W)     SCALED    
 SA0304* NAVD 88     -       110.412  (meters)     362.24   (feet)  ADJUSTED  
 SA0304  ___________________________________________________________________
 SA0304  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SA0304  DYNAMIC HT  -         110.414 (meters)     362.25  (feet)  COMP
 SA0304  MODELED GRAV-     980,634.0   (mgal)                       NAVD 88
 SA0304
 SA0304  VERT ORDER  -  FIRST     CLASS II
 SA0304
 SA0304.The horizontal coordinates were scaled from a topographic map and have
 SA0304.an estimated accuracy of +/- 6 seconds.
 SA0304
 SA0304.The orthometric height was determined by differential leveling
 SA0304.and adjusted by the National Geodetic Survey in June 1991..
 SA0304
 SA0304.The geoid height was determined by GEOID03.
 SA0304
 SA0304.The dynamic height is computed by dividing the NAVD 88
 SA0304.geopotential number by the normal gravity value computed on the
 SA0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0304.degrees latitude (g = 980.6199 gals.).
 SA0304
 SA0304.The modeled gravity was interpolated from observed gravity values.
 SA0304
 SA0304;                    North         East    Units  Estimated Accuracy
 SA0304;SPC WA S     -    89,290.      621,200.      MT  (+/- 180 meters Scaled)
 SA0304
 SA0304                          SUPERSEDED SURVEY CONTROL
 SA0304
 SA0304  NGVD 29 (??/??/92)  109.396  (m)          358.91   (f) ADJ UNCH    1 2
 SA0304
 SA0304.Superseded values are not recommended for survey control.
 SA0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0304.See file dsdata.txt to determine how the superseded data were derived.
 SA0304
 SA0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM507098(NAD 83)
 SA0304_MARKER: DD = SURVEY DISK
 SA0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0304_STAMPING: E 336 1951
 SA0304_MARK LOGO: USE   
 SA0304_PROJECTION: PROJECTING 20 CENTIMETERS
 SA0304_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0304+STABILITY: SURFACE MOTION
 SA0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA0304+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 SA0304
 SA0304  HISTORY     - Date     Condition        Report By
 SA0304  HISTORY     - 1951     MONUMENTED       USE
 SA0304  HISTORY     - 1951     GOOD             CGS
 SA0304  HISTORY     - 1981     GOOD             NGS
 SA0304  HISTORY     - 20010717 GOOD             WADT
 SA0304  HISTORY     - 20040321 GOOD             GEOCAC
 SA0304
 SA0304                          STATION DESCRIPTION
 SA0304
 SA0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 SA0304'4.9 MI NW FROM WALULLA.
 SA0304'4.9 MILES NORTHWEST ALONG THE OLD U. S. HIGHWAY 410 FROM THE OLD
 SA0304'CONCRETE BRIDGE OVER THE WALLA WALLA RIVER AT WALULLA, ABOUT 0.2 MILE
 SA0304'NORTH OF THE Y JUNCTION OF OLD U. S. HIGHWAY 410 AND THE NEW U. S.
 SA0304'HIGHWAY 410, NEAR A POINT WHERE A POWER LINE CROSSES THE NEW HIGHWAY,
 SA0304'NEAR A LARGE ROUND BOULDER, 335 FEET NORTHEAST OF THE CENTER LINE OF
 SA0304'THE OLD HIGHWAY, 96 FEET WEST OF THE CENTER LINE OF THE NEW HIGHWAY,
 SA0304'4.3 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SA0304'POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND ABOUT LEVEL WITH THE
 SA0304'HIGHWAYS.
 SA0304
 SA0304                          STATION RECOVERY (1981)
 SA0304
 SA0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0304'5.4 KM (3.35 MI) NORTH ALONG US HIGHWAY 12 AND 395 FROM THE NORTH T
 SA0304'JUNCTION OF WALLULA ROAD AT WALLULA, 0.8 KM (0.5 MI) NORTH OF HIGHWAY
 SA0304'MILEPOST 303, 24.5 METERS (80.5 FT) SOUTH OF THE FOURTH TELEPHONE POLE
 SA0304'(0.1 MI) SOUTH OF THE NORTHERN AND UNION PACIFIC RAILROAD MILEPOST 2,
 SA0304'30.4 METERS (99.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 26.8
 SA0304'METERS (88.0 FT) EAST OF THE EAST RAIL, 18.6 METERS (61.0 FT)
 SA0304'NORTH-NORTHEAST OF THE FIFTH TELEPHONE POLE NUMBER EA 35 SOUTH OF THE
 SA0304'RAILROAD MILEPOST, 3.4 METERS (11.2 FT) WEST-SOUTHWEST OF THE
 SA0304'SOUTHWEST EDGE OF A 5 X 5 FT BOULDER PROJECTING 3 FT ABOVE THE GROUND,
 SA0304'1.2 METERS (4.0 FT) NORTHEAST OF A WOODEN WITNESS POST.
 SA0304'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 SA0304'THE MARK IS 1.1 M BELOW THE HIGHWAY CENTERLINE.
 SA0304
 SA0304                          STATION RECOVERY (2001)
 SA0304
 SA0304'RECOVERY NOTE BY WA DEPT OF TRANSP 2001 (ELS)
 SA0304'RECOVERED AS DESCRIBED.
 SA0304
 SA0304                          STATION RECOVERY (2004)
 SA0304
 SA0304'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB0715 ***********************************************************************
 RB0715  DESIGNATION -  E 338
 RB0715  PID         -  RB0715
 RB0715  STATE/COUNTY-  WA/BENTON
 RB0715  USGS QUAD   -  HAT ROCK (1993)
 RB0715
 RB0715                         *CURRENT SURVEY CONTROL
 RB0715  ___________________________________________________________________
 RB0715* NAD 83(1986)-  45 56 29.     (N)    119 07 36.     (W)     SCALED    
 RB0715* NAVD 88     -       106.316  (meters)     348.81   (feet)  ADJUSTED  
 RB0715  ___________________________________________________________________
 RB0715  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 RB0715  DYNAMIC HT  -         106.315 (meters)     348.80  (feet)  COMP
 RB0715  MODELED GRAV-     980,605.2   (mgal)                       NAVD 88
 RB0715
 RB0715  VERT ORDER  -  FIRST     CLASS II
 RB0715
 RB0715.The horizontal coordinates were scaled from a topographic map and have
 RB0715.an estimated accuracy of +/- 6 seconds.
 RB0715
 RB0715.The orthometric height was determined by differential leveling
 RB0715.and adjusted by the National Geodetic Survey in June 1991..
 RB0715
 RB0715.The geoid height was determined by GEOID03.
 RB0715
 RB0715.The dynamic height is computed by dividing the NAVD 88
 RB0715.geopotential number by the normal gravity value computed on the
 RB0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0715.degrees latitude (g = 980.6199 gals.).
 RB0715
 RB0715.The modeled gravity was interpolated from observed gravity values.
 RB0715
 RB0715;                    North         East    Units  Estimated Accuracy
 RB0715;SPC WA S     -    68,510.      606,490.      MT  (+/- 180 meters Scaled)
 RB0715
 RB0715                          SUPERSEDED SURVEY CONTROL
 RB0715
 RB0715  NGVD 29 (??/??/92)  105.314  (m)          345.52   (f) ADJ UNCH    1 2
 RB0715
 RB0715.Superseded values are not recommended for survey control.
 RB0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0715.See file dsdata.txt to determine how the superseded data were derived.
 RB0715
 RB0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL351897(NAD 83)
 RB0715_MARKER: DD = SURVEY DISK
 RB0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0715_SP_SET: CULVERT
 RB0715_STAMPING: E 338
 RB0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0715
 RB0715  HISTORY     - Date     Condition        Report By
 RB0715  HISTORY     - UNK      MONUMENTED       DOD
 RB0715  HISTORY     - 1951     GOOD             NGS
 RB0715
 RB0715                          STATION DESCRIPTION
 RB0715
 RB0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0715'1.3 MI E FROM BERRIAN.
 RB0715'1.3 MILES EAST ALONG THE REALIGNED SPOKANE, PORTLAND AND SEATTLE
 RB0715'RAILWAY FROM BERRIAN, BENTON COUNTY, 5 RAILS WEST OF SIGNAL 204.0, AT
 RB0715'CULVERT 203.93, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 RB0715'HEADWALL, 36 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND ABOUT
 RB0715'5 FEET LOWER THAN THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY,
 RB0715'STANDARD DISK, STAMPED E 338.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0532 ***********************************************************************
 SW0532  DESIGNATION -  E 34
 SW0532  PID         -  SW0532
 SW0532  STATE/COUNTY-  WA/GRANT
 SW0532  USGS QUAD   -  BASSETT JUNCTION (1978)
 SW0532
 SW0532                         *CURRENT SURVEY CONTROL
 SW0532  ___________________________________________________________________
 SW0532* NAD 83(1986)-  47 04 23.     (N)    119 06 28.     (W)     SCALED    
 SW0532* NAVD 88     -       370.976  (meters)    1217.11   (feet)  ADJUSTED  
 SW0532  ___________________________________________________________________
 SW0532  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 SW0532  DYNAMIC HT  -         370.999 (meters)    1217.19  (feet)  COMP
 SW0532  MODELED GRAV-     980,664.1   (mgal)                       NAVD 88
 SW0532
 SW0532  VERT ORDER  -  FIRST     CLASS II
 SW0532
 SW0532.The horizontal coordinates were scaled from a topographic map and have
 SW0532.an estimated accuracy of +/- 6 seconds.
 SW0532
 SW0532.The orthometric height was determined by differential leveling
 SW0532.and adjusted by the National Geodetic Survey in June 1991..
 SW0532
 SW0532.The geoid height was determined by GEOID03.
 SW0532
 SW0532.The dynamic height is computed by dividing the NAVD 88
 SW0532.geopotential number by the normal gravity value computed on the
 SW0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0532.degrees latitude (g = 980.6199 gals.).
 SW0532
 SW0532.The modeled gravity was interpolated from observed gravity values.
 SW0532
 SW0532;                    North         East    Units  Estimated Accuracy
 SW0532;SPC WA S     -   194,310.      605,730.      MT  (+/- 180 meters Scaled)
 SW0532
 SW0532                          SUPERSEDED SURVEY CONTROL
 SW0532
 SW0532  NGVD 29 (??/??/92)  369.847  (m)         1213.41   (f) ADJ UNCH    1 2
 SW0532
 SW0532.Superseded values are not recommended for survey control.
 SW0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0532.See file dsdata.txt to determine how the superseded data were derived.
 SW0532
 SW0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN399154(NAD 83)
 SW0532_MARKER: DB = BENCH MARK DISK
 SW0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0532_STAMPING: E 34 1933
 SW0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0532+STABILITY: SURFACE MOTION
 SW0532
 SW0532  HISTORY     - Date     Condition        Report By
 SW0532  HISTORY     - 1933     MONUMENTED       CGS
 SW0532  HISTORY     - 1955     MARK NOT FOUND   USGS
 SW0532
 SW0532                          STATION DESCRIPTION
 SW0532
 SW0532'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 SW0532'5.4 MI S FROM WHEELER.
 SW0532'5.4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM WHEELER, GRANT
 SW0532'COUNTY, ABOUT 250 FEET SOUTHWEST OF MILEPOST 34, 42 FEET WEST OF THE
 SW0532'TRACK, IN LINE WITH A ROW OF TELEPHONE POLES, AND ABOUT 2 FEET LOWER
 SW0532'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0380 ***********************************************************************
 SA0380  DESIGNATION -  E 340
 SA0380  PID         -  SA0380
 SA0380  STATE/COUNTY-  WA/WALLA WALLA
 SA0380  USGS QUAD   -  WALLULA (1992)
 SA0380
 SA0380                         *CURRENT SURVEY CONTROL
 SA0380  ___________________________________________________________________
 SA0380* NAD 83(1986)-  46 02 36.     (N)    118 56 24.     (W)     SCALED    
 SA0380* NAVD 88     -       123.855  (meters)     406.35   (feet)  ADJUSTED  
 SA0380  ___________________________________________________________________
 SA0380  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SA0380  DYNAMIC HT  -         123.855 (meters)     406.35  (feet)  COMP
 SA0380  MODELED GRAV-     980,616.5   (mgal)                       NAVD 88
 SA0380
 SA0380  VERT ORDER  -  FIRST     CLASS I
 SA0380
 SA0380.The horizontal coordinates were scaled from a topographic map and have
 SA0380.an estimated accuracy of +/- 6 seconds.
 SA0380
 SA0380.The orthometric height was determined by differential leveling
 SA0380.and adjusted by the National Geodetic Survey in June 1991..
 SA0380.WARNING-Repeat measurements at this control monument indicate possible
 SA0380.vertical movement.
 SA0380
 SA0380.The geoid height was determined by GEOID03.
 SA0380
 SA0380.The dynamic height is computed by dividing the NAVD 88
 SA0380.geopotential number by the normal gravity value computed on the
 SA0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0380.degrees latitude (g = 980.6199 gals.).
 SA0380
 SA0380.The modeled gravity was interpolated from observed gravity values.
 SA0380
 SA0380;                    North         East    Units  Estimated Accuracy
 SA0380;SPC WA S     -    80,110.      620,740.      MT  (+/- 180 meters Scaled)
 SA0380
 SA0380                          SUPERSEDED SURVEY CONTROL
 SA0380
 SA0380  NGVD 29 (??/??/92)  122.860  (m)          403.08   (f) ADJ UNCH    1 1
 SA0380
 SA0380.Superseded values are not recommended for survey control.
 SA0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0380.See file dsdata.txt to determine how the superseded data were derived.
 SA0380
 SA0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM499006(NAD 83)
 SA0380_MARKER: DB = BENCH MARK DISK
 SA0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0380_STAMPING: E 340 1951
 SA0380_MARK LOGO: CGS   
 SA0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0380+STABILITY: SURFACE MOTION
 SA0380
 SA0380  HISTORY     - Date     Condition        Report By
 SA0380  HISTORY     - 1951     MONUMENTED       CGS
 SA0380  HISTORY     - 1968     GOOD             NGS
 SA0380  HISTORY     - 1981     GOOD             NGS
 SA0380  HISTORY     - 20040425 GOOD             GEOCAC
 SA0380
 SA0380                          STATION DESCRIPTION
 SA0380
 SA0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0380'2.0 MI SW FROM WALLULA JUNCTION.
 SA0380'2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 730 FROM THE STATE TRUCK SCALES
 SA0380'AT WALLULA JUNCTION, 0.05 MILE NORTH OF MILEPOST 4, IN R31E T7N,
 SA0380'SECTION 33, AT THE BASE OF TWO SISTERS ROCKS, AT THE MOUTH OF A DEEP
 SA0380'RAVINE, AT THE EAST EDGE OF A LARGE TURNOUT, 64 1/2 FEET EAST OF THE
 SA0380'CENTER LINE OF THE HIGHWAY, 1.6 FEET WEST OF A FENCE, 7.7 FEET SOUTH
 SA0380'OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET
 SA0380'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 SA0380
 SA0380                          STATION RECOVERY (1981)
 SA0380
 SA0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0380'RECOVERED IN GOOD CONDITION. ADD 2.95 METERS (9.7 FT) WEST OF THE SOUT
 SA0380'6-INCH WOODEN LEG FOR THE WOODEN TWO SISTERS U.S. ENGINEERS
 SA0380'INFORMATION SIGN, 0.1 KM (0.05 MI) NORTH OF HIGHWAY MILEP0ST 4.
 SA0380
 SA0380                          STATION RECOVERY (2004)
 SA0380
 SA0380'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0380'NEW TWO SISTERS SIGNAGE PRESENT. DISK IS 7.5 FT. WEST OF SOUTHWEST
 SA0380'CORNER OF CONCRETE BASE OF METAL I BEAM SIGNAGE LEG PEDASTAL. FLUSH
 SA0380'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0215 ***********************************************************************
 SA0215  DESIGNATION -  E 341
 SA0215  PID         -  SA0215
 SA0215  STATE/COUNTY-  WA/WALLA WALLA
 SA0215  USGS QUAD   -  HARSHA (1976)
 SA0215
 SA0215                         *CURRENT SURVEY CONTROL
 SA0215  ___________________________________________________________________
 SA0215* NAD 83(1986)-  46 17 44.     (N)    118 26 45.     (W)     SCALED    
 SA0215* NAVD 88     -       277.006  (meters)     908.81   (feet)  ADJUSTED  
 SA0215  ___________________________________________________________________
 SA0215  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SA0215  DYNAMIC HT  -         277.001 (meters)     908.79  (feet)  COMP
 SA0215  MODELED GRAV-     980,589.5   (mgal)                       NAVD 88
 SA0215
 SA0215  VERT ORDER  -  SECOND    CLASS 0
 SA0215
 SA0215.The horizontal coordinates were scaled from a topographic map and have
 SA0215.an estimated accuracy of +/- 6 seconds.
 SA0215
 SA0215.The orthometric height was determined by differential leveling
 SA0215.and adjusted by the National Geodetic Survey in June 1991..
 SA0215
 SA0215.The geoid height was determined by GEOID03.
 SA0215
 SA0215.The dynamic height is computed by dividing the NAVD 88
 SA0215.geopotential number by the normal gravity value computed on the
 SA0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0215.degrees latitude (g = 980.6199 gals.).
 SA0215
 SA0215.The modeled gravity was interpolated from observed gravity values.
 SA0215
 SA0215;                    North         East    Units  Estimated Accuracy
 SA0215;SPC WA S     -   109,010.      658,240.      MT  (+/- 180 meters Scaled)
 SA0215
 SA0215                          SUPERSEDED SURVEY CONTROL
 SA0215
 SA0215  NGVD 29 (??/??/92)  276.033  (m)          905.62   (f) ADJ UNCH    2 0
 SA0215
 SA0215.Superseded values are not recommended for survey control.
 SA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0215.See file dsdata.txt to determine how the superseded data were derived.
 SA0215
 SA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM886279(NAD 83)
 SA0215_MARKER: DB = BENCH MARK DISK
 SA0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0215_STAMPING: E 341 1952
 SA0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0215+STABILITY: SURFACE MOTION
 SA0215
 SA0215  HISTORY     - Date     Condition        Report By
 SA0215  HISTORY     - 1952     MONUMENTED       CGS
 SA0215  HISTORY     - 1983     MARK NOT FOUND   NGS
 SA0215
 SA0215                          STATION DESCRIPTION
 SA0215
 SA0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SA0215'6.4 MI W FROM PRESCOTT.
 SA0215'1.3 MILES WEST ALONG STATE HIGHWAY 3 E FROM THE POST OFFICE AT
 SA0215'PRESCOTT, THENCE 5.1 MILES WEST ALONG STATE HIGHWAY 3 D, 0.3 MILE EAST
 SA0215'OF THE T JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST, 102 FEET
 SA0215'NORTHWEST OF AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO. 343, 28
 SA0215'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF A
 SA0215'POWER LINE POLE, 0.9 FOOT SOUTH OF A FENCE, 1.6 FEET NORTHWEST OF A
 SA0215'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 SA0215'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SA0215
 SA0215                          STATION RECOVERY (1983)
 SA0215
 SA0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SA0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0275 ***********************************************************************
 TR0275  DESIGNATION -  E 343
 TR0275  PID         -  TR0275
 TR0275  STATE/COUNTY-  WA/SKAGIT
 TR0275  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0275
 TR0275                         *CURRENT SURVEY CONTROL
 TR0275  ___________________________________________________________________
 TR0275* NAD 83(1986)-  48 26 32.     (N)    122 36 05.     (W)     SCALED    
 TR0275* NAVD 88     -        17.927  (meters)      58.82   (feet)  ADJUSTED  
 TR0275  ___________________________________________________________________
 TR0275  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 TR0275  DYNAMIC HT  -          17.931 (meters)      58.83  (feet)  COMP
 TR0275  MODELED GRAV-     980,848.3   (mgal)                       NAVD 88
 TR0275
 TR0275  VERT ORDER  -  FIRST     CLASS II
 TR0275
 TR0275.The horizontal coordinates were scaled from a topographic map and have
 TR0275.an estimated accuracy of +/- 6 seconds.
 TR0275
 TR0275.The orthometric height was determined by differential leveling
 TR0275.and adjusted by the National Geodetic Survey in June 1991..
 TR0275
 TR0275.The geoid height was determined by GEOID03.
 TR0275
 TR0275.The dynamic height is computed by dividing the NAVD 88
 TR0275.geopotential number by the normal gravity value computed on the
 TR0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0275.degrees latitude (g = 980.6199 gals.).
 TR0275
 TR0275.The modeled gravity was interpolated from observed gravity values.
 TR0275
 TR0275;                    North         East    Units  Estimated Accuracy
 TR0275;SPC WA N     -   161,860.      369,210.      MT  (+/- 180 meters Scaled)
 TR0275
 TR0275                          SUPERSEDED SURVEY CONTROL
 TR0275
 TR0275  NGVD 29 (??/??/92)   16.773  (m)           55.03   (f) ADJ UNCH    1 2
 TR0275
 TR0275.Superseded values are not recommended for survey control.
 TR0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0275.See file dsdata.txt to determine how the superseded data were derived.
 TR0275
 TR0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU294655(NAD 83)
 TR0275_MARKER: DB = BENCH MARK DISK
 TR0275_SETTING: 66 = SET IN ROCK OUTCROP
 TR0275_SP_SET: OUTCROP
 TR0275_STAMPING: E 343 1952
 TR0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0275+STABILITY: POSITION/ELEVATION WELL
 TR0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0275+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 TR0275
 TR0275  HISTORY     - Date     Condition        Report By
 TR0275  HISTORY     - 1952     MONUMENTED       CGS
 TR0275  HISTORY     - 1959     GOOD             NGS
 TR0275  HISTORY     - 20040522 GOOD             USPSQD
 TR0275
 TR0275                          STATION DESCRIPTION
 TR0275
 TR0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TR0275'6.6 MI SE FROM ANACORTES.
 TR0275'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 TR0275'ANACORTES, THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY 1D, IN THE WEST
 TR0275'BASE OF A 10- BY 4-FOOT OUTCROP AT THE WEST BASE OF A ROCK HILL FACING
 TR0275'LAKE CAMBELL, 105 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 TR0275'SOUTHEAST CORNER OF A BROWN HOUSE, 40 1/2 FEET NORTH OF POWER LINE
 TR0275'POLE NO.W I 1-23, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 17
 TR0275'1/2 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE, 17.6 FEET EAST OF A
 TR0275'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 TR0275
 TR0275                          STATION RECOVERY (1959)
 TR0275
 TR0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 TR0275'RECOVERED IN GOOD CONDITION.
 TR0275
 TR0275                          STATION RECOVERY (2004)
 TR0275
 TR0275'RECOVERY NOTE BY US POWER SQUADRON 2004 (MCV)
 TR0275'ROCK OUTCROP IS ADJACENT TO A PRIVATE DRIVEWAY.  POLE NUMBER IS
 TR0275'MP-WI-2,  2/14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0469 ***********************************************************************
 TR0469  DESIGNATION -  E 344
 TR0469  PID         -  TR0469
 TR0469  STATE/COUNTY-  WA/ISLAND
 TR0469  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0469
 TR0469                         *CURRENT SURVEY CONTROL
 TR0469  ___________________________________________________________________
 TR0469* NAD 83(1986)-  48 17 04.     (N)    122 31 36.     (W)     SCALED    
 TR0469* NAVD 88     -        41.487  (meters)     136.11   (feet)  ADJUSTED  
 TR0469  ___________________________________________________________________
 TR0469  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 TR0469  DYNAMIC HT  -          41.496 (meters)     136.14  (feet)  COMP
 TR0469  MODELED GRAV-     980,826.4   (mgal)                       NAVD 88
 TR0469
 TR0469  VERT ORDER  -  FIRST     CLASS II
 TR0469
 TR0469.The horizontal coordinates were scaled from a topographic map and have
 TR0469.an estimated accuracy of +/- 6 seconds.
 TR0469
 TR0469.The orthometric height was determined by differential leveling
 TR0469.and adjusted by the National Geodetic Survey in June 1991..
 TR0469
 TR0469.The geoid height was determined by GEOID03.
 TR0469
 TR0469.The dynamic height is computed by dividing the NAVD 88
 TR0469.geopotential number by the normal gravity value computed on the
 TR0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0469.degrees latitude (g = 980.6199 gals.).
 TR0469
 TR0469.The modeled gravity was interpolated from observed gravity values.
 TR0469
 TR0469;                    North         East    Units  Estimated Accuracy
 TR0469;SPC WA N     -   144,190.      374,350.      MT  (+/- 180 meters Scaled)
 TR0469
 TR0469                          SUPERSEDED SURVEY CONTROL
 TR0469
 TR0469  NGVD 29 (??/??/92)   40.342  (m)          132.36   (f) ADJ UNCH    1 2
 TR0469
 TR0469.Superseded values are not recommended for survey control.
 TR0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0469.See file dsdata.txt to determine how the superseded data were derived.
 TR0469
 TR0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU351480(NAD 83)
 TR0469_MARKER: DB = BENCH MARK DISK
 TR0469_SETTING: 80 = SET IN A BOULDER
 TR0469_STAMPING: E 344 1952
 TR0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0469+STABILITY: SURFACE MOTION
 TR0469
 TR0469  HISTORY     - Date     Condition        Report By
 TR0469  HISTORY     - 1952     MONUMENTED       CGS
 TR0469
 TR0469                          STATION DESCRIPTION
 TR0469
 TR0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TR0469'6.1 MI E FROM OAK HARBOR.
 TR0469'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0469'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0469'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.6 MILE
 TR0469'NORTHEAST ALONG TORPEDO ROAD, THENCE 4.4 MILES EAST ALONG MIDWAY
 TR0469'BOULEVARD, THENCE 0.1 MILE EAST ALONG A DIRT ROAD, SET VERTICALLY IN
 TR0469'THE EAST FACE OF A 10-FOOT-HIGH EMBEDDED BOULDER, 22.6 FEET WEST OF A
 TR0469'TRIANGULAR BLAZE ON A 36-INCH FIR TREE, 17 FEET NORTH OF THE CENTER
 TR0469'LINE OF THE ROAD, AND 2.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0681 ***********************************************************************
 RZ0681  DESIGNATION -  E 345
 RZ0681  PID         -  RZ0681
 RZ0681  STATE/COUNTY-  WA/WHITMAN
 RZ0681  USGS QUAD   -  GRANITE POINT (1975)
 RZ0681
 RZ0681                         *CURRENT SURVEY CONTROL
 RZ0681  ___________________________________________________________________
 RZ0681* NAD 83(1986)-  46 36 42.     (N)    117 15 19.     (W)     SCALED    
 RZ0681* NAVD 88     -       800.078  (meters)    2624.92   (feet)  ADJUSTED  
 RZ0681  ___________________________________________________________________
 RZ0681  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 RZ0681  DYNAMIC HT  -         800.020 (meters)    2624.73  (feet)  COMP
 RZ0681  MODELED GRAV-     980,515.3   (mgal)                       NAVD 88
 RZ0681
 RZ0681  VERT ORDER  -  SECOND    CLASS 0
 RZ0681
 RZ0681.The horizontal coordinates were scaled from a topographic map and have
 RZ0681.an estimated accuracy of +/- 6 seconds.
 RZ0681
 RZ0681.The orthometric height was determined by differential leveling
 RZ0681.and adjusted by the National Geodetic Survey in June 1991..
 RZ0681
 RZ0681.The geoid height was determined by GEOID03.
 RZ0681
 RZ0681.The dynamic height is computed by dividing the NAVD 88
 RZ0681.geopotential number by the normal gravity value computed on the
 RZ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0681.degrees latitude (g = 980.6199 gals.).
 RZ0681
 RZ0681.The modeled gravity was interpolated from observed gravity values.
 RZ0681
 RZ0681;                    North         East    Units  Estimated Accuracy
 RZ0681;SPC WA S     -   147,200.      748,470.      MT  (+/- 180 meters Scaled)
 RZ0681
 RZ0681                          SUPERSEDED SURVEY CONTROL
 RZ0681
 RZ0681  NGVD 29 (??/??/92)  799.015  (m)         2621.43   (f) ADJ UNCH    2 0
 RZ0681
 RZ0681.Superseded values are not recommended for survey control.
 RZ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0681.See file dsdata.txt to determine how the superseded data were derived.
 RZ0681
 RZ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM804620(NAD 83)
 RZ0681_MARKER: DB = BENCH MARK DISK
 RZ0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0681_STAMPING: E 345 1952
 RZ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0681+STABILITY: SURFACE MOTION
 RZ0681
 RZ0681  HISTORY     - Date     Condition        Report By
 RZ0681  HISTORY     - 1952     MONUMENTED       CGS
 RZ0681
 RZ0681                          STATION DESCRIPTION
 RZ0681
 RZ0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0681'7.1 MI SE FROM WAWAWAI.
 RZ0681'7.1 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE CAMAS PRAIRIE
 RZ0681'RAILROAD STATION AT WAWAWAI, 7.8 MILES NORTHWEST OF COLTON, DIRECTLY
 RZ0681'ACROSS THE ROAD FROM A LARGE BARN, 19 1/2 FEET NORTH OF THE CENTER
 RZ0681'LINE OF THE ROAD, 4 FEET NORTHEAST OF A FENCE CORNER POST, 3.8 FEET
 RZ0681'SOUTHEAST OF A GATE IN THE FENCE LINE, 3 1/2 FEET NORTHEAST OF POWER
 RZ0681'LINE POLE NO. 98 E-50, 2.2 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1
 RZ0681'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RZ0681'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0774 ***********************************************************************
 SV0774  DESIGNATION -  E 35
 SV0774  PID         -  SV0774
 SV0774  STATE/COUNTY-  WA/SPOKANE
 SV0774  USGS QUAD   -  SPOKANE NE (1986)
 SV0774
 SV0774                         *CURRENT SURVEY CONTROL
 SV0774  ___________________________________________________________________
 SV0774* NAD 83(1986)-  47 39 21.     (N)    117 16 57.     (W)     SCALED    
 SV0774* NAVD 88     -       607.074  (meters)    1991.71   (feet)  ADJUSTED  
 SV0774  ___________________________________________________________________
 SV0774  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 SV0774  DYNAMIC HT  -         607.108 (meters)    1991.82  (feet)  COMP
 SV0774  MODELED GRAV-     980,647.8   (mgal)                       NAVD 88
 SV0774
 SV0774  VERT ORDER  -  FIRST     CLASS II
 SV0774
 SV0774.The horizontal coordinates were scaled from a topographic map and have
 SV0774.an estimated accuracy of +/- 6 seconds.
 SV0774
 SV0774.The orthometric height was determined by differential leveling
 SV0774.and adjusted by the National Geodetic Survey in June 1991..
 SV0774
 SV0774.The geoid height was determined by GEOID03.
 SV0774
 SV0774.The dynamic height is computed by dividing the NAVD 88
 SV0774.geopotential number by the normal gravity value computed on the
 SV0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0774.degrees latitude (g = 980.6199 gals.).
 SV0774
 SV0774.The modeled gravity was interpolated from observed gravity values.
 SV0774
 SV0774;                    North         East    Units  Estimated Accuracy
 SV0774;SPC WA N     -    79,070.      766,640.      MT  (+/- 180 meters Scaled)
 SV0774
 SV0774                          SUPERSEDED SURVEY CONTROL
 SV0774
 SV0774  NGVD 29 (??/??/92)  605.919  (m)         1987.92   (f) ADJ UNCH    1 2
 SV0774
 SV0774.Superseded values are not recommended for survey control.
 SV0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0774.See file dsdata.txt to determine how the superseded data were derived.
 SV0774
 SV0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN787780(NAD 83)
 SV0774_MARKER: DB = BENCH MARK DISK
 SV0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0774_STAMPING: E 35 1933
 SV0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0774+STABILITY: SURFACE MOTION
 SV0774
 SV0774  HISTORY     - Date     Condition        Report By
 SV0774  HISTORY     - 1933     MONUMENTED       CGS
 SV0774  HISTORY     - 1965     GOOD             NGS
 SV0774  HISTORY     - 1973     GOOD             NGS
 SV0774  HISTORY     - 1973     GOOD             USGS
 SV0774  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0774
 SV0774                          STATION DESCRIPTION
 SV0774
 SV0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0774'3.1 MI E FROM SPOKANE.
 SV0774'THE MARK IS ABOUT 59 YARDS SOUTHEAST OF THE SOUTHEAST SIDE OF THE
 SV0774'RAILROAD STATION IN DISHMAN, INSTEAD OF 14 FEET AS PREVIOUSLY STATED.
 SV0774'IT IS 74 FEET SOUTHEAST OF THE SOUTH CORNER OF A RAMP ONTO THE DEPOT
 SV0774'PLATFORM, 35.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE TRACK,
 SV0774'29 FEET SOUTHWEST OF A NOT SUFFICIENT CLEARANCE SIGN, 17.2 FEET
 SV0774'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN LINE, AND 7 FEET NORTHWEST
 SV0774'OF A TELEGRAPH POLE.  THE MARK PROJECTS 2 INCHES.
 SV0774
 SV0774                          STATION RECOVERY (1973)
 SV0774
 SV0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SV0774'RECOVERED IN GOOD CONDITION.
 SV0774
 SV0774                          STATION RECOVERY (1973)
 SV0774
 SV0774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV0774'CORRECT DESCRIPTION TO READ 170 FT. SOUTHEAST OF THE DISHMAN STATION
 SV0774'AND 18 FT. NORTH OF THE TRACK.
 SV0774
 SV0774                          STATION RECOVERY (1980)
 SV0774
 SV0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0774'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THIS
 SV0774'AREA HAS BEEN GRADED, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0995 ***********************************************************************
 SY0995  DESIGNATION -  E 351
 SY0995  PID         -  SY0995
 SY0995  STATE/COUNTY-  WA/KITSAP
 SY0995  USGS QUAD   -  SUQUAMISH (1981)
 SY0995
 SY0995                         *CURRENT SURVEY CONTROL
 SY0995  ___________________________________________________________________
 SY0995* NAD 83(1986)-  47 42 32.     (N)    122 34 56.     (W)     SCALED    
 SY0995* NAVD 88     -        38.696  (meters)     126.96   (feet)  POSTED    
 SY0995  ___________________________________________________________________
 SY0995  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SY0995  DYNAMIC HT  -          38.700 (meters)     126.97  (feet)  COMP
 SY0995  MODELED GRAV-     980,766.1   (mgal)                       NAVD 88
 SY0995
 SY0995  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0995
 SY0995.The horizontal coordinates were scaled from a topographic map and have
 SY0995.an estimated accuracy of +/- 6 seconds.
 SY0995
 SY0995.The orthometric height was determined by differential leveling
 SY0995.and adjusted by the National Geodetic Survey in 1992..
 SY0995.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0995.rate of 0.0 thru 1.0 mm/km.
 SY0995
 SY0995.The geoid height was determined by GEOID03.
 SY0995
 SY0995.The dynamic height is computed by dividing the NAVD 88
 SY0995.geopotential number by the normal gravity value computed on the
 SY0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0995.degrees latitude (g = 980.6199 gals.).
 SY0995
 SY0995.The modeled gravity was interpolated from observed gravity values.
 SY0995
 SY0995;                    North         East    Units  Estimated Accuracy
 SY0995;SPC WA N     -    80,310.      368,770.      MT  (+/- 180 meters Scaled)
 SY0995
 SY0995                          SUPERSEDED SURVEY CONTROL
 SY0995
 SY0995  NGVD 29 (??/??/??)   37.630  (m)          123.46   (f) ADJUSTED    1 2
 SY0995
 SY0995.Superseded values are not recommended for survey control.
 SY0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0995.See file dsdata.txt to determine how the superseded data were derived.
 SY0995
 SY0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET313840(NAD 83)
 SY0995_MARKER: DB = BENCH MARK DISK
 SY0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0995_STAMPING: E 351 1956
 SY0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0995+STABILITY: SURFACE MOTION
 SY0995
 SY0995  HISTORY     - Date     Condition        Report By
 SY0995  HISTORY     - 1956     MONUMENTED       CGS
 SY0995  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 SY0995
 SY0995                          STATION DESCRIPTION
 SY0995
 SY0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0995'0.8 MI W FROM AGATE PASS BRIDGE.
 SY0995'0.8 MILE WEST ALONG STATE HIGHWAY 21A FROM THE NORTHWEST END OF THE
 SY0995'AGATE PASS BRIDGE, IN R2E T26N S29, 0.15 MILE SOUTHWEST OF THE
 SY0995'INTERSECTION OF A PAVED ROAD LEADING SOUTHEAST TO SANDY HOOK AND A
 SY0995'DIRT ROAD LEADING NORTHWEST, 38 1/2 FEET SOUTHEAST OF THE CENTER LINE
 SY0995'OF THE HIGHWAY, 9 1/2 FEET NORTHWEST OF POWER LINE POLE B-1-B 2/3 WITH
 SY0995'A GUY WIRE, 2.2 FEET WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN
 SY0995'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SY0995'ABOVE THE GROUND.
 SY0995
 SY0995                          STATION RECOVERY (1984)
 SY0995
 SY0995'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0635 ***********************************************************************
 SY0635  DESIGNATION -  E 352
 SY0635  PID         -  SY0635
 SY0635  STATE/COUNTY-  WA/KING
 SY0635  USGS QUAD   -  VASHON (1994)
 SY0635
 SY0635                         *CURRENT SURVEY CONTROL
 SY0635  ___________________________________________________________________
 SY0635* NAD 83(1986)-  47 28 22.     (N)    122 27 36.     (W)     SCALED    
 SY0635* NAVD 88     -       123.896  (meters)     406.48   (feet)  POSTED    
 SY0635  ___________________________________________________________________
 SY0635  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 SY0635  DYNAMIC HT  -         123.920 (meters)     406.56  (feet)  COMP
 SY0635  MODELED GRAV-     980,803.2   (mgal)                       NAVD 88
 SY0635
 SY0635  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0635
 SY0635.The horizontal coordinates were scaled from a topographic map and have
 SY0635.an estimated accuracy of +/- 6 seconds.
 SY0635
 SY0635.The orthometric height was determined by differential leveling
 SY0635.and adjusted by the National Geodetic Survey in 1992..
 SY0635.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0635.rate of 0.0 thru 1.0 mm/km.
 SY0635
 SY0635.The geoid height was determined by GEOID03.
 SY0635
 SY0635.The dynamic height is computed by dividing the NAVD 88
 SY0635.geopotential number by the normal gravity value computed on the
 SY0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0635.degrees latitude (g = 980.6199 gals.).
 SY0635
 SY0635.The modeled gravity was interpolated from observed gravity values.
 SY0635
 SY0635;                    North         East    Units  Estimated Accuracy
 SY0635;SPC WA N     -    53,860.      377,390.      MT  (+/- 180 meters Scaled)
 SY0635
 SY0635                          SUPERSEDED SURVEY CONTROL
 SY0635
 SY0635  NGVD 29 (??/??/??)  122.847  (m)          403.04   (f) ADJUSTED    1 2
 SY0635
 SY0635.Superseded values are not recommended for survey control.
 SY0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0635.See file dsdata.txt to determine how the superseded data were derived.
 SY0635
 SY0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET406578(NAD 83)
 SY0635_MARKER: DB = BENCH MARK DISK
 SY0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0635_STAMPING: E 352 1956
 SY0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0635+STABILITY: SURFACE MOTION
 SY0635
 SY0635  HISTORY     - Date     Condition        Report By
 SY0635  HISTORY     - 1956     MONUMENTED       CGS
 SY0635  HISTORY     - 1965     GOOD             CGS
 SY0635  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY0635
 SY0635                          STATION DESCRIPTION
 SY0635
 SY0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0635'1.7 MI N FROM VASHON.
 SY0635'1.7 MILES NORTH ALONG A PAVED ROAD FROM THE VASHON ISLAND BRANCH OF
 SY0635'THE PEOPLES NATIONAL BANK OF WASHINGTON AT VASHON, IN R3E T23N S19,
 SY0635'213 1/2 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING WEST TO A
 SY0635'HOUSE, 23 FEET WEST OF THE CENTER LINE OF THE ROAD, 6.7 FEET EAST OF A
 SY0635'FENCE, 2.2 FEET SOUTH OF A WITNESS POST, 2 FEET WEST OF A POWER AND
 SY0635'TELEPHONE LINE POLE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 SY0635'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- IT NOW
 SY0635'PROJECTS ABOUT 1 FOOT INSTEAD OF 0.6 FOOT, BUT IT SHOWS NO SIGNS OF
 SY0635'BEING DISTURBED.
 SY0635
 SY0635                          STATION RECOVERY (1965)
 SY0635
 SY0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0635'RECOVERED IN GOOD CONDITION.
 SY0635
 SY0635                          STATION RECOVERY (1983)
 SY0635
 SY0635'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0636 ***********************************************************************
 SY0636  DESIGNATION -  E 352 RESET 1965
 SY0636  PID         -  SY0636
 SY0636  STATE/COUNTY-  WA/KING
 SY0636  USGS QUAD   -  VASHON (1994)
 SY0636
 SY0636                         *CURRENT SURVEY CONTROL
 SY0636  ___________________________________________________________________
 SY0636* NAD 83(1986)-  47 28 21.     (N)    122 27 38.     (W)     SCALED    
 SY0636* NAVD 88     -       123.93   (+/-2cm)     406.6    (feet)  VERTCON   
 SY0636  ___________________________________________________________________
 SY0636  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SY0636
 SY0636  VERT ORDER  -  THIRD (See Below)
 SY0636
 SY0636.The horizontal coordinates were scaled from a topographic map and have
 SY0636.an estimated accuracy of +/- 6 seconds.
 SY0636
 SY0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0636.The vertical order pertains to the NGVD 29 superseded value.
 SY0636
 SY0636.The geoid height was determined by GEOID03.
 SY0636
 SY0636;                    North         East    Units  Estimated Accuracy
 SY0636;SPC WA N     -    53,830.      377,340.      MT  (+/- 180 meters Scaled)
 SY0636
 SY0636                          SUPERSEDED SURVEY CONTROL
 SY0636
 SY0636  NGVD 29 (??/??/??)  122.88   (m)          403.1    (f) RESET       3  
 SY0636
 SY0636.Superseded values are not recommended for survey control.
 SY0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0636.See file dsdata.txt to determine how the superseded data were derived.
 SY0636
 SY0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET406578(NAD 83)
 SY0636_MARKER: DB = BENCH MARK DISK
 SY0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0636_STAMPING: E 352 RESET 1965
 SY0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0636+STABILITY: SURFACE MOTION
 SY0636
 SY0636  HISTORY     - Date     Condition        Report By
 SY0636  HISTORY     - 1965     MONUMENTED       CGS
 SY0636
 SY0636                          STATION DESCRIPTION
 SY0636
 SY0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0636'1.7 MI N FROM VASHON.
 SY0636'1.7 MILES NORTH FROM THE VASHON ISLAND BRANCH OF THE PEOPLES NATIONAL
 SY0636'BANK AT VASHON, 65 YARDS NORTH OF A SIDE ROAD EAST, 28 FEET WEST OF
 SY0636'THE CENTER LINE OF THE HIGHWAY, 8 FEET WEST OF A TELEPHONE POLE, 3
 SY0636'FEET SOUTH OF A WHITE WITNESS POST AND 1.5 FEET EAST OF THE FENCE
 SY0636'LINE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 SY0636'POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1695 ***********************************************************************
 RC1695  DESIGNATION -  E 354
 RC1695  PID         -  RC1695
 RC1695  STATE/COUNTY-  WA/KLICKITAT
 RC1695  USGS QUAD   -  NORTHWESTERN LAKE (1994)
 RC1695
 RC1695                         *CURRENT SURVEY CONTROL
 RC1695  ___________________________________________________________________
 RC1695* NAD 83(1986)-  45 46 32.     (N)    121 30 48.     (W)     SCALED    
 RC1695* NAVD 88     -       154.834  (meters)     507.98   (feet)  ADJUSTED  
 RC1695  ___________________________________________________________________
 RC1695  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 RC1695  DYNAMIC HT  -         154.830 (meters)     507.97  (feet)  COMP
 RC1695  MODELED GRAV-     980,587.9   (mgal)                       NAVD 88
 RC1695
 RC1695  VERT ORDER  -  SECOND    CLASS 0
 RC1695
 RC1695.The horizontal coordinates were scaled from a topographic map and have
 RC1695.an estimated accuracy of +/- 6 seconds.
 RC1695
 RC1695.The orthometric height was determined by differential leveling
 RC1695.and adjusted by the National Geodetic Survey in June 1991..
 RC1695
 RC1695.The geoid height was determined by GEOID03.
 RC1695
 RC1695.The dynamic height is computed by dividing the NAVD 88
 RC1695.geopotential number by the normal gravity value computed on the
 RC1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1695.degrees latitude (g = 980.6199 gals.).
 RC1695
 RC1695.The modeled gravity was interpolated from observed gravity values.
 RC1695
 RC1695;                    North         East    Units  Estimated Accuracy
 RC1695;SPC WA S     -    49,660.      421,190.      MT  (+/- 180 meters Scaled)
 RC1695
 RC1695                          SUPERSEDED SURVEY CONTROL
 RC1695
 RC1695  NGVD 29 (??/??/92)  153.808  (m)          504.62   (f) ADJ UNCH    2 0
 RC1695
 RC1695.Superseded values are not recommended for survey control.
 RC1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1695.See file dsdata.txt to determine how the superseded data were derived.
 RC1695
 RC1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR155701(NAD 83)
 RC1695_MARKER: DB = BENCH MARK DISK
 RC1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1695_STAMPING: E 354 1956
 RC1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1695+STABILITY: SURFACE MOTION
 RC1695
 RC1695  HISTORY     - Date     Condition        Report By
 RC1695  HISTORY     - 1956     MONUMENTED       CGS
 RC1695  HISTORY     - 1968     GOOD             NGS
 RC1695
 RC1695                          STATION DESCRIPTION
 RC1695
 RC1695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1695'2.1 MI SW FROM HUSUM.
 RC1695'MARK IS IN SEC 2, T 3 N, R 10 E.  2.1 MILES SOUTHWEST ALONG STATE
 RC1695'HIGHWAY 141 FROM THE CONCRETE BRIDGE OVER RATTLESNAKE CREEK AT HUSUM.
 RC1695'63 FEET NORTH OF THE INTERSECTION OF THE CENTERLINES OF THE HIGHWAY
 RC1695'AND A GRAVEL ROAD LEADING NORTH.  33 FEET NORTHWEST OF THE CENTER OF
 RC1695'THE HIGHWAY, AND 27 FEET WEST OF THE INTERSECTION OF THE CENTERLINE OF
 RC1695'THE GRAVEL ROAD LEADING NORTH AND THE NORTHWEST EDGE OF THE BLACKTOP.
 RC1695'IT IS 4 FEET SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTHWEST OF THE
 RC1695'PROJECTED SOUTHWEST SIDE OF THE MODERN HOUSE ACROSS THE HIGHWAY FROM
 RC1695'THE MARK AND ONE FOOT SOUTHEAST OF A METAL WITNESS POST. A STANDARD
 RC1695'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES AND IS ABOUT
 RC1695'2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0917 ***********************************************************************
 SV0917  DESIGNATION -  E 355
 SV0917  PID         -  SV0917
 SV0917  STATE/COUNTY-  WA/LINCOLN
 SV0917  USGS QUAD   -  SPRAGUE (1981)
 SV0917
 SV0917                         *CURRENT SURVEY CONTROL
 SV0917  ___________________________________________________________________
 SV0917* NAD 83(1986)-  47 21 41.     (N)    117 53 51.     (W)     SCALED    
 SV0917* NAVD 88     -       653.664  (meters)    2144.56   (feet)  ADJUSTED  
 SV0917  ___________________________________________________________________
 SV0917  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 SV0917  DYNAMIC HT  -         653.683 (meters)    2144.62  (feet)  COMP
 SV0917  MODELED GRAV-     980,619.7   (mgal)                       NAVD 88
 SV0917
 SV0917  VERT ORDER  -  SECOND    CLASS 0
 SV0917
 SV0917.The horizontal coordinates were scaled from a topographic map and have
 SV0917.an estimated accuracy of +/- 6 seconds.
 SV0917
 SV0917.The orthometric height was determined by differential leveling
 SV0917.and adjusted by the National Geodetic Survey in June 1991..
 SV0917
 SV0917.The geoid height was determined by GEOID03.
 SV0917
 SV0917.The dynamic height is computed by dividing the NAVD 88
 SV0917.geopotential number by the normal gravity value computed on the
 SV0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0917.degrees latitude (g = 980.6199 gals.).
 SV0917
 SV0917.The modeled gravity was interpolated from observed gravity values.
 SV0917
 SV0917;                    North         East    Units  Estimated Accuracy
 SV0917;SPC WA N     -    44,410.      721,730.      MT  (+/- 180 meters Scaled)
 SV0917
 SV0917                          SUPERSEDED SURVEY CONTROL
 SV0917
 SV0917  NGVD 29 (??/??/92)  652.488  (m)         2140.70   (f) ADJ UNCH    2 0
 SV0917
 SV0917.Superseded values are not recommended for survey control.
 SV0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0917.See file dsdata.txt to determine how the superseded data were derived.
 SV0917
 SV0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN322457(NAD 83)
 SV0917_MARKER: DB = BENCH MARK DISK
 SV0917_SETTING: 0 = UNSPECIFIED SETTING
 SV0917_STAMPING: E 355 1957
 SV0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0917
 SV0917  HISTORY     - Date     Condition        Report By
 SV0917  HISTORY     - 1957     MONUMENTED       CGS
 SV0917  HISTORY     - 1965     GOOD             NGS
 SV0917  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0917
 SV0917                          STATION DESCRIPTION
 SV0917
 SV0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0917'7 MI SW FROM TYLER.
 SV0917'TO REACH THE MARK FROM BENCH MARK D 355, DRIVE SOUTH ALONG THE WEST
 SV0917'SIDE OF THE FENCE 0.4 MILE TO A SMALL LAKE, KEEP RIGHT AROUND THE LAKE
 SV0917'AND SOUTH ALONG A FENCE FOR 0.35 MILE TO A 4-FOOT MOUND ON THE WEST
 SV0917'SIDE OF THE FENCE, KEEP RIGHT AROUND THE MOUND AND GO SOUTH 130 YARDS
 SV0917'TO A ROCK RIM. LEAVE THE TRUCK AND WALK SOUTH ALONG THE FENCE FOR 100
 SV0917'YARDS TO A FENCE CORNER, FOLLOW THE NORTH-SOUTH RIDGE ON THE WEST SIDE
 SV0917'OF THE FENCE SOUTHERLY ABOUT 100 YARDS TO THE SOUTH END OF THE RIDGE
 SV0917'AND THE MARK IN A SMALL ROCK LEDGE ABOUT 1 FOOT HIGH AND 8 OR 10 FEET
 SV0917'BELOW THE CREST OF THE RIDGE, AT THE SOUTHWEST CORNER OF THE RIDGE.
 SV0917'THE MARK IS 60 YARDS NORTH OF AN 18-FOOT HIGH ROCK RIM ON THE SOUTH
 SV0917'SIDE OF THE DRAW AND 42 YARDS WEST OF THE FENCE.  A WOODEN WITNESS
 SV0917'POST IS HELD IN PLACE BY ROCKS 1 FOOT WEST OF THE MARK. ABOUT 75 YARDS
 SV0917'EAST-SOUTHEAST OF THE MARK, ON THE EAST SIDE OF THE FENCE, THERE IS A
 SV0917'ROCK OUTCROP ABOUT 30 FEET IN DIAMETER WHICH PROJECTS ABOUT 12 FEET ON
 SV0917'THE NORTHWEST SIDE.  THERE IS A SET OF FARM BUILDINGS ABOUT 1/2 MILE
 SV0917'SOUTHWEST OF THE MARK.
 SV0917
 SV0917                          STATION RECOVERY (1976)
 SV0917
 SV0917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0283 ***********************************************************************
 SW0283  DESIGNATION -  E 356
 SW0283  PID         -  SW0283
 SW0283  STATE/COUNTY-  WA/ADAMS
 SW0283  USGS QUAD   -  SCHRAG (1982)
 SW0283
 SW0283                         *CURRENT SURVEY CONTROL
 SW0283  ___________________________________________________________________
 SW0283* NAD 83(1986)-  47 05 13.     (N)    118 48 14.     (W)     SCALED    
 SW0283* NAVD 88     -       447.224  (meters)    1467.27   (feet)  ADJUSTED  
 SW0283  ___________________________________________________________________
 SW0283  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 SW0283  DYNAMIC HT  -         447.249 (meters)    1467.35  (feet)  COMP
 SW0283  MODELED GRAV-     980,655.1   (mgal)                       NAVD 88
 SW0283
 SW0283  VERT ORDER  -  SECOND    CLASS 0
 SW0283
 SW0283.The horizontal coordinates were scaled from a topographic map and have
 SW0283.an estimated accuracy of +/- 6 seconds.
 SW0283
 SW0283.The orthometric height was determined by differential leveling
 SW0283.and adjusted by the National Geodetic Survey in June 1991..
 SW0283
 SW0283.The geoid height was determined by GEOID03.
 SW0283
 SW0283.The dynamic height is computed by dividing the NAVD 88
 SW0283.geopotential number by the normal gravity value computed on the
 SW0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0283.degrees latitude (g = 980.6199 gals.).
 SW0283
 SW0283.The modeled gravity was interpolated from observed gravity values.
 SW0283
 SW0283;                    North         East    Units  Estimated Accuracy
 SW0283;SPC WA S     -   196,300.      628,770.      MT  (+/- 180 meters Scaled)
 SW0283
 SW0283                          SUPERSEDED SURVEY CONTROL
 SW0283
 SW0283  NGVD 29 (??/??/92)  446.094  (m)         1463.56   (f) ADJ UNCH    2 0
 SW0283
 SW0283.Superseded values are not recommended for survey control.
 SW0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0283.See file dsdata.txt to determine how the superseded data were derived.
 SW0283
 SW0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN630164(NAD 83)
 SW0283_MARKER: DB = BENCH MARK DISK
 SW0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0283_STAMPING: E 356 1957
 SW0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0283+STABILITY: SURFACE MOTION
 SW0283
 SW0283  HISTORY     - Date     Condition        Report By
 SW0283  HISTORY     - 1957     MONUMENTED       CGS
 SW0283  HISTORY     - 1967     GOOD             NGS
 SW0283  HISTORY     - 20050610 MARK NOT FOUND   USPSQD
 SW0283
 SW0283                          STATION DESCRIPTION
 SW0283
 SW0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0283'19.9 MI W FROM RITZVILLE.
 SW0283'THE MARK CAN BE REACHED FROM THE GRANT-ADAMS COUNTY LINE BY GOING EAST
 SW0283'ON U.S. HIGHWAY 10 FOR 7.35 MILES TO THE DIAGONAL CROSS ROAD ABOUT 1
 SW0283'MILE EAST OF SCHRAG, KEEP LEFT ON BLACK TOP ROAD AND GO EAST THEN
 SW0283'NORTH 1.75 MILES TO GRAVEL ROAD RIGHT, TURN RIGHT AND GO EAST 0.4 MILE
 SW0283'TO A FIELD ENTRANCE AND THE MARK ON THE LEFT.  THE MARK IS IN THE ROAD
 SW0283'DITCH, 23 FEET NORTH OF THE EAST-WEST ROAD, 42 FEET EAST OF THE NORTH
 SW0283'END OF A CONCRETE CULVERT.  A STANDARD DISK SET IN A SQUARE CONCRETE
 SW0283'POST WHICH PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 1 FOOT
 SW0283'EAST OF THE MARK.
 SW0283
 SW0283                          STATION RECOVERY (2005)
 SW0283
 SW0283'RECOVERY NOTE BY US POWER SQUADRON 2005 (JER)
 SW0283'PROBABLY DESTROYED.  PROBED WITH BRASS ROD 12 TO 15 INCHES DEEP ALL
 SW0283'AROUND WHERE MARK SUPPOSED TO BE.  LAND HEAVILY TILLED AND PLANTED
 SW0283'WHERE MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0670 ***********************************************************************
 SW0670  DESIGNATION -  E 357
 SW0670  PID         -  SW0670
 SW0670  STATE/COUNTY-  WA/GRANT
 SW0670  USGS QUAD   -  WINCHESTER SE (1978)
 SW0670
 SW0670                         *CURRENT SURVEY CONTROL
 SW0670  ___________________________________________________________________
 SW0670* NAD 83(1986)-  47 06 12.     (N)    119 34 39.     (W)     SCALED    
 SW0670* NAVD 88     -       356.319  (meters)    1169.02   (feet)  ADJUSTED  
 SW0670  ___________________________________________________________________
 SW0670  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SW0670  DYNAMIC HT  -         356.344 (meters)    1169.11  (feet)  COMP
 SW0670  MODELED GRAV-     980,673.1   (mgal)                       NAVD 88
 SW0670
 SW0670  VERT ORDER  -  SECOND    CLASS 0
 SW0670
 SW0670.The horizontal coordinates were scaled from a topographic map and have
 SW0670.an estimated accuracy of +/- 6 seconds.
 SW0670
 SW0670.The orthometric height was determined by differential leveling
 SW0670.and adjusted by the National Geodetic Survey in June 1991..
 SW0670
 SW0670.The geoid height was determined by GEOID03.
 SW0670
 SW0670.The dynamic height is computed by dividing the NAVD 88
 SW0670.geopotential number by the normal gravity value computed on the
 SW0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0670.degrees latitude (g = 980.6199 gals.).
 SW0670
 SW0670.The modeled gravity was interpolated from observed gravity values.
 SW0670
 SW0670;                    North         East    Units  Estimated Accuracy
 SW0670;SPC WA S     -   197,150.      570,020.      MT  (+/- 180 meters Scaled)
 SW0670
 SW0670                          SUPERSEDED SURVEY CONTROL
 SW0670
 SW0670  NGVD 29 (??/??/92)  355.198  (m)         1165.35   (f) ADJ UNCH    2 0
 SW0670
 SW0670.Superseded values are not recommended for survey control.
 SW0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0670.See file dsdata.txt to determine how the superseded data were derived.
 SW0670
 SW0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN044198(NAD 83)
 SW0670_MARKER: DB = BENCH MARK DISK
 SW0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0670_STAMPING: E 357 1957
 SW0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0670+STABILITY: SURFACE MOTION
 SW0670
 SW0670  HISTORY     - Date     Condition        Report By
 SW0670  HISTORY     - 1957     MONUMENTED       CGS
 SW0670  HISTORY     - 1967     GOOD             NGS
 SW0670
 SW0670                          STATION DESCRIPTION
 SW0670
 SW0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0670'14.2 MI E FROM GEORGE.
 SW0670'THE MARK IS 14.2 MILES EAST OF GEORGE, 1.0 MILE WEST OF THE DODSON
 SW0670'ROAD OVERPASS, 99 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANES OF
 SW0670'INTERSTATE HIGHWAY 90, 92 FEET WEST OF A METAL FENCE POST WITH TWO
 SW0670'METAL BRACES, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND ABOUT 3 FEET
 SW0670'LOWER THAN THE ROAD, A STANDARD DISK SET IN A SQUARE CONCRETE POST
 SW0670'WHICH PROJECTS 5 INCHES.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF
 SW0670'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1057 ***********************************************************************
 SX1057  DESIGNATION -  E 358
 SX1057  PID         -  SX1057
 SX1057  STATE/COUNTY-  WA/KITTITAS
 SX1057  USGS QUAD   -  COLOCKUM PASS SE (1966)
 SX1057
 SX1057                         *CURRENT SURVEY CONTROL
 SX1057  ___________________________________________________________________
 SX1057* NAD 83(1986)-  46 59 59.     (N)    120 21 29.     (W)     SCALED    
 SX1057* NAVD 88     -       578.437  (meters)    1897.76   (feet)  ADJUSTED  
 SX1057  ___________________________________________________________________
 SX1057  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SX1057  DYNAMIC HT  -         578.436 (meters)    1897.75  (feet)  COMP
 SX1057  MODELED GRAV-     980,594.2   (mgal)                       NAVD 88
 SX1057
 SX1057  VERT ORDER  -  SECOND    CLASS 0
 SX1057
 SX1057.The horizontal coordinates were scaled from a topographic map and have
 SX1057.an estimated accuracy of +/- 6 seconds.
 SX1057
 SX1057.The orthometric height was determined by differential leveling
 SX1057.and adjusted by the National Geodetic Survey in June 1991..
 SX1057
 SX1057.The geoid height was determined by GEOID03.
 SX1057
 SX1057.The dynamic height is computed by dividing the NAVD 88
 SX1057.geopotential number by the normal gravity value computed on the
 SX1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1057.degrees latitude (g = 980.6199 gals.).
 SX1057
 SX1057.The modeled gravity was interpolated from observed gravity values.
 SX1057
 SX1057;                    North         East    Units  Estimated Accuracy
 SX1057;SPC WA S     -   185,230.      510,800.      MT  (+/- 180 meters Scaled)
 SX1057
 SX1057                          SUPERSEDED SURVEY CONTROL
 SX1057
 SX1057  NGVD 29 (??/??/92)  577.32   (m)         1894.1    (f) COMPUTED    2 0
 SX1057
 SX1057.Superseded values are not recommended for survey control.
 SX1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1057.See file dsdata.txt to determine how the superseded data were derived.
 SX1057
 SX1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT008085(NAD 83)
 SX1057_MARKER: DB = BENCH MARK DISK
 SX1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX1057_STAMPING: E 358
 SX1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1057+STABILITY: SURFACE MOTION
 SX1057
 SX1057  HISTORY     - Date     Condition        Report By
 SX1057  HISTORY     - UNK      MONUMENTED       CGS
 SX1057  HISTORY     - 1957     GOOD             NGS
 SX1057  HISTORY     - 1988     GOOD             USPSQD
 SX1057
 SX1057                          STATION DESCRIPTION
 SX1057
 SX1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SX1057'8.9 MI E FROM ELLENSBURG.
 SX1057'0.3 MILE NORTH ON RUBY STREET FROM THE POST OFFICE IN ELLENSBURG
 SX1057'THENCE 8.9 MILES EAST ALONG U.S. HIGHWAY 10, THENCE 0.1 MILE SOUTH
 SX1057'ALONG IN DIRT ROAD, 46 FEET SOUTH OF A TELEPHONE POLE, 17 FEET EAST OF
 SX1057'THE CENTERLINE OF THE ROAD, 5 FEET NORTH OF A GATE, 2.5 FEET SOUTH OF
 SX1057'A WHITE WITNESS POST, 2 FEET EAST OF THE FENCE, A 12 IN. SQUARE
 SX1057'CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 SX1057
 SX1057                          STATION RECOVERY (1988)
 SX1057
 SX1057'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0812 ***********************************************************************
 SV0812  DESIGNATION -  E 36
 SV0812  PID         -  SV0812
 SV0812  STATE/COUNTY-  WA/WHITMAN
 SV0812  USGS QUAD   -  TEKOA (1964)
 SV0812
 SV0812                         *CURRENT SURVEY CONTROL
 SV0812  ___________________________________________________________________
 SV0812* NAD 83(1986)-  47 13 46.     (N)    117 05 09.     (W)     SCALED    
 SV0812* NAVD 88     -       762.288  (meters)    2500.94   (feet)  ADJUSTED  
 SV0812  ___________________________________________________________________
 SV0812  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 SV0812  DYNAMIC HT  -         762.277 (meters)    2500.90  (feet)  COMP
 SV0812  MODELED GRAV-     980,573.4   (mgal)                       NAVD 88
 SV0812
 SV0812  VERT ORDER  -  FIRST     CLASS II
 SV0812
 SV0812.The horizontal coordinates were scaled from a topographic map and have
 SV0812.an estimated accuracy of +/- 6 seconds.
 SV0812
 SV0812.The orthometric height was determined by differential leveling
 SV0812.and adjusted by the National Geodetic Survey in June 1991..
 SV0812
 SV0812.The geoid height was determined by GEOID03.
 SV0812
 SV0812.The dynamic height is computed by dividing the NAVD 88
 SV0812.geopotential number by the normal gravity value computed on the
 SV0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0812.degrees latitude (g = 980.6199 gals.).
 SV0812
 SV0812.The modeled gravity was interpolated from observed gravity values.
 SV0812
 SV0812;                    North         East    Units  Estimated Accuracy
 SV0812;SPC WA S     -   216,360.      758,470.      MT  (+/- 180 meters Scaled)
 SV0812
 SV0812                          SUPERSEDED SURVEY CONTROL
 SV0812
 SV0812  NGVD 29 (??/??/92)  761.126  (m)         2497.13   (f) ADJ UNCH    1 2
 SV0812
 SV0812.Superseded values are not recommended for survey control.
 SV0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0812.See file dsdata.txt to determine how the superseded data were derived.
 SV0812
 SV0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN935306(NAD 83)
 SV0812_MARKER: DB = BENCH MARK DISK
 SV0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0812_STAMPING: E-36 1933
 SV0812_MARK LOGO: CGS   
 SV0812_PROJECTION: PROJECTING 15 CENTIMETERS
 SV0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0812+STABILITY: SURFACE MOTION
 SV0812
 SV0812  HISTORY     - Date     Condition        Report By
 SV0812  HISTORY     - 1933     MONUMENTED       CGS
 SV0812  HISTORY     - 1935     GOOD             NGS
 SV0812  HISTORY     - 1980     GOOD             NGS
 SV0812
 SV0812                          STATION DESCRIPTION
 SV0812
 SV0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0812'0.8 MI NW FROM TEKOA.
 SV0812'0.8 MILES NORTHWEST ALONG OREGON-WASHINGTON RR. AND NAVIGATION CO
 SV0812'TRACK FROM THE STATION AT TEKOA, WHITMAN CO.  ABOUT FOUR POLES EAST OF
 SV0812'MILEPOST 117.  ABOUT 105 FEET NORTH OF THE NORTH END OF A 60 FOOT
 SV0812'WOODEN BRIDGE OVER LATAH CREEK.  AND ABOUT 30 FEET NORTH OF THE
 SV0812'CENTERLINE OF THE TRACK.  A STANDARD DISC SET IN THE TOP OF A CONCRETE
 SV0812'POST AND STAMPED E-36 1933.
 SV0812
 SV0812                          STATION RECOVERY (1980)
 SV0812
 SV0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0812'1.4 KILOMETERS (0.9 MILES) NORTHWEST ALONG STATE HIGHWAY 27 FROM THE
 SV0812'POST OFFICE IN TEKOA, ALSO 9.2 KILOMETERS (5.75 MILES) SOUTHEAST
 SV0812'ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN LATAH, 0.25 KILOMETER
 SV0812'(0.15 MILE) NORTHWEST OF HIGHWAY MILEPOST 49, 0.2 KILOMETER (0.1
 SV0812'MILE) EAST OF UNION PACIFIC RAILWAY MILEPOST 117, AT THE JUNCTION OF
 SV0812'LONE PINE ROAD, 15.5 METERS (51.0 FEET) SOUTH OF THE CENTERLINE OF THE
 SV0812'HIGHWAY, 10.1 METERS (33.0 FEET) WEST OF THE CENTERLINE OF THE ROAD,
 SV0812'7.0 METERS (23.0 FEET) NORTH OF THE NORTH RAIL OF THE TRACKS, 1.4
 SV0812'METERS (4.5 FEET) WEST OF A RAILWAY CROSSING SIGN.
 SV0812'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SV0812'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1014 ***********************************************************************
 RC1014  DESIGNATION -  E 362
 RC1014  PID         -  RC1014
 RC1014  STATE/COUNTY-  WA/KLICKITAT
 RC1014  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC1014
 RC1014                         *CURRENT SURVEY CONTROL
 RC1014  ___________________________________________________________________
 RC1014* NAD 83(1986)-  45 37 05.     (N)    121 10 21.     (W)     SCALED    
 RC1014* NAVD 88     -        68.834  (meters)     225.83   (feet)  ADJUSTED  
 RC1014  ___________________________________________________________________
 RC1014  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC1014  DYNAMIC HT  -          68.833 (meters)     225.83  (feet)  COMP
 RC1014  MODELED GRAV-     980,604.5   (mgal)                       NAVD 88
 RC1014
 RC1014  VERT ORDER  -  SECOND    CLASS 0
 RC1014
 RC1014.This mark is at The Dalles Municipal Airport (DLS)
 RC1014
 RC1014.The horizontal coordinates were scaled from a topographic map and have
 RC1014.an estimated accuracy of +/- 6 seconds.
 RC1014
 RC1014.The orthometric height was determined by differential leveling
 RC1014.and adjusted by the National Geodetic Survey in June 1991..
 RC1014
 RC1014.The geoid height was determined by GEOID03.
 RC1014
 RC1014.The dynamic height is computed by dividing the NAVD 88
 RC1014.geopotential number by the normal gravity value computed on the
 RC1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1014.degrees latitude (g = 980.6199 gals.).
 RC1014
 RC1014.The modeled gravity was interpolated from observed gravity values.
 RC1014
 RC1014;                    North         East    Units  Estimated Accuracy
 RC1014;SPC WA S     -    31,870.      447,550.      MT  (+/- 180 meters Scaled)
 RC1014
 RC1014                          SUPERSEDED SURVEY CONTROL
 RC1014
 RC1014  NGVD 29 (??/??/92)   67.798  (m)          222.43   (f) ADJ UNCH    2 0
 RC1014
 RC1014.Superseded values are not recommended for survey control.
 RC1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1014.See file dsdata.txt to determine how the superseded data were derived.
 RC1014
 RC1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR424532(NAD 83)
 RC1014_MARKER: DD = SURVEY DISK
 RC1014_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RC1014+WITH SETTING: PAVEMENT
 RC1014_SP_SET: DRILL HOLE IN STEP
 RC1014_STAMPING: FIXED POINT BENCH MARK 1943 E 362
 RC1014_MARK LOGO: CGS   
 RC1014_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1014+STABILITY: SURFACE MOTION
 RC1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC1014+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1990
 RC1014
 RC1014  HISTORY     - Date     Condition        Report By
 RC1014  HISTORY     - 1943     MONUMENTED       CGS
 RC1014  HISTORY     - 1959     GOOD             NGS
 RC1014  HISTORY     - 1968     MARK NOT FOUND   NGS
 RC1014  HISTORY     - 1986     GOOD             NGS
 RC1014  HISTORY     - 19900227 GOOD             NGS
 RC1014
 RC1014                          STATION DESCRIPTION
 RC1014
 RC1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RC1014'THE DALLES AIRPORT.
 RC1014'AT THE DALLES MUNICIPAL AIRPORT, IN TOP OF W. END OF THE BOTTOM STEP
 RC1014'AT THE SOUTH ENTRANCE TO THE ADMINISTRATION BUILDING.  4.8 FT. N. OF A
 RC1014'LARGE CONCRETE MONUMENT WITH BRONZE PLAQUE IN THE TOP DEDICATED IN
 RC1014'MEMORY OF WALTER E. CASE.  THERE ARE NO NUMBERS OR LETTERS CAST IN THE
 RC1014'BENCH MARK DISK IT HAS BEEN STAMPED FIXED POINT BENCH MARK 1943. THE
 RC1014'NUMBER E 362 WAS STAMPED BY THIS PARTY.
 RC1014
 RC1014                          STATION RECOVERY (1968)
 RC1014
 RC1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RC1014'MARK NOT FOUND.
 RC1014
 RC1014                          STATION RECOVERY (1986)
 RC1014
 RC1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (LLR)
 RC1014'THE MARK WAS RECOVERED AS DESCRIBED.
 RC1014'
 RC1014'DESCRIBED BY L.L. RIGGERS.
 RC1014
 RC1014                          STATION RECOVERY (1990)
 RC1014
 RC1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RC1014'THE STATION IS LOCATED ABOUT 53.1 KM (33.0 MI) SOUTHEAST OF TROUTLAKE,
 RC1014'35.4 KM (22.0 MI) SOUTHWEST OF GOLDENDALE, 27.4 KM (17.0 MI)
 RC1014'EAST-SOUTHEAST OF HOOD RIVER AND AT THE DALLESPORT AIRPORT.
 RC1014'TO REACH FROM THE POST OFFICE IN DALLESPORT, GO NORTHWEST ON
 RC1014'DALLESPORT ROAD FOR 0.32 KM (0.20 MI) TO THE ENTRANCE TO THE AIRPORT.
 RC1014'TURN RIGHT AND GO EASTERLY ON THE ENTRANCE ROAD FOR 0.24 KM
 RC1014'(0.15 MI) TO THE AIRPORT TERMINAL AND THE STATION.
 RC1014'THE MARK IS SET IN A DRILL HOLE IN THE FIRST STEP OF THE MAIN ENTRANCE
 RC1014'TO THE TERMINAL BUILDING.  IT IS 1.5 M (4.9 FT) NORTH OF A CONCRETE
 RC1014'MONUMENT WITH A PLAQUE INSCRIBED, IN MEMORY OF WALTER E CASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0202 ***********************************************************************
 RC0202  DESIGNATION -  E 365
 RC0202  PID         -  RC0202
 RC0202  STATE/COUNTY-  WA/KLICKITAT
 RC0202  USGS QUAD   -  WOOD GULCH (1975)
 RC0202
 RC0202                         *CURRENT SURVEY CONTROL
 RC0202  ___________________________________________________________________
 RC0202* NAD 83(1986)-  45 45 29.     (N)    120 11 21.     (W)     SCALED    
 RC0202* NAVD 88     -        85.251  (meters)     279.69   (feet)  ADJUSTED  
 RC0202  ___________________________________________________________________
 RC0202  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 RC0202  DYNAMIC HT  -          85.249 (meters)     279.69  (feet)  COMP
 RC0202  MODELED GRAV-     980,589.3   (mgal)                       NAVD 88
 RC0202
 RC0202  VERT ORDER  -  SECOND    CLASS 0
 RC0202
 RC0202.The horizontal coordinates were scaled from a topographic map and have
 RC0202.an estimated accuracy of +/- 6 seconds.
 RC0202
 RC0202.The orthometric height was determined by differential leveling
 RC0202.and adjusted by the National Geodetic Survey in June 1991..
 RC0202
 RC0202.The geoid height was determined by GEOID03.
 RC0202
 RC0202.The dynamic height is computed by dividing the NAVD 88
 RC0202.geopotential number by the normal gravity value computed on the
 RC0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0202.degrees latitude (g = 980.6199 gals.).
 RC0202
 RC0202.The modeled gravity was interpolated from observed gravity values.
 RC0202
 RC0202;                    North         East    Units  Estimated Accuracy
 RC0202;SPC WA S     -    47,260.      524,180.      MT  (+/- 180 meters Scaled)
 RC0202
 RC0202                          SUPERSEDED SURVEY CONTROL
 RC0202
 RC0202  NGVD 29 (??/??/92)   84.251  (m)          276.41   (f) ADJ UNCH    2 0
 RC0202
 RC0202.Superseded values are not recommended for survey control.
 RC0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0202.See file dsdata.txt to determine how the superseded data were derived.
 RC0202
 RC0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR185710(NAD 83)
 RC0202_MARKER: DD = SURVEY DISK
 RC0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0202_STAMPING: E 365 1964 B M
 RC0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0202+STABILITY: SURFACE MOTION
 RC0202
 RC0202  HISTORY     - Date     Condition        Report By
 RC0202  HISTORY     - 1964     MONUMENTED       DOD
 RC0202  HISTORY     - 1968     GOOD             NGS
 RC0202  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RC0202
 RC0202                          STATION DESCRIPTION
 RC0202
 RC0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0202'1.8 MI NE FROM ROOSEVELT.
 RC0202'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 RC0202'ROOSEVELT, 0.15 MILE SOUTH OF MILEPOST 135, AT THE JUNCTION OF A
 RC0202'GRAVELED ROAD WEST TO A PARK, 197 FEET WEST OF THE CENTER LINE OF THE
 RC0202'HIGHWAY, 114 FEET NORTH OF THE CENTER LINE OF THE ROAD, 44 1/2 FEET
 RC0202'SOUTHWEST OF A POWER POLE, 35.1 FEET WEST OF THE RIGHT-OF-WAY FENCE, 5
 RC0202'1/2 FEET NORTHWEST OF THE T JUNCTION OF FENCES, 2.0 FEET NORTH OF A
 RC0202'FENCE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE
 RC0202'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 RC0202'ABOVE THE GROUND.
 RC0202
 RC0202                          STATION RECOVERY (1989)
 RC0202
 RC0202'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0608 ***********************************************************************
 RZ0608  DESIGNATION -  E 37
 RZ0608  PID         -  RZ0608
 RZ0608  STATE/COUNTY-  WA/WHITMAN
 RZ0608  USGS QUAD   -  VIOLA (1964)
 RZ0608
 RZ0608                         *CURRENT SURVEY CONTROL
 RZ0608  ___________________________________________________________________
 RZ0608* NAD 83(1986)-  46 48 56.     (N)    117 05 05.     (W)     SCALED    
 RZ0608* NAVD 88     -       784.765  (meters)    2574.68   (feet)  ADJUSTED  
 RZ0608  ___________________________________________________________________
 RZ0608  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 RZ0608  DYNAMIC HT  -         784.707 (meters)    2574.49  (feet)  COMP
 RZ0608  MODELED GRAV-     980,514.1   (mgal)                       NAVD 88
 RZ0608
 RZ0608  VERT ORDER  -  FIRST     CLASS II
 RZ0608
 RZ0608.The horizontal coordinates were scaled from a topographic map and have
 RZ0608.an estimated accuracy of +/- 6 seconds.
 RZ0608
 RZ0608.The orthometric height was determined by differential leveling
 RZ0608.and adjusted by the National Geodetic Survey in June 1991..
 RZ0608
 RZ0608.The geoid height was determined by GEOID03.
 RZ0608
 RZ0608.The dynamic height is computed by dividing the NAVD 88
 RZ0608.geopotential number by the normal gravity value computed on the
 RZ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0608.degrees latitude (g = 980.6199 gals.).
 RZ0608
 RZ0608.The modeled gravity was interpolated from observed gravity values.
 RZ0608
 RZ0608;                    North         East    Units  Estimated Accuracy
 RZ0608;SPC WA S     -   170,390.      760,540.      MT  (+/- 180 meters Scaled)
 RZ0608
 RZ0608                          SUPERSEDED SURVEY CONTROL
 RZ0608
 RZ0608  NGVD 29 (??/??/92)  783.658  (m)         2571.05   (f) ADJ UNCH    1 2
 RZ0608
 RZ0608.Superseded values are not recommended for survey control.
 RZ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0608.See file dsdata.txt to determine how the superseded data were derived.
 RZ0608
 RZ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM935846(NAD 83)
 RZ0608_MARKER: DB = BENCH MARK DISK
 RZ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0608_STAMPING: E 37 1933
 RZ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0608+STABILITY: SURFACE MOTION
 RZ0608
 RZ0608  HISTORY     - Date     Condition        Report By
 RZ0608  HISTORY     - 1933     MONUMENTED       CGS
 RZ0608  HISTORY     - 1952     GOOD             NGS
 RZ0608
 RZ0608                          STATION DESCRIPTION
 RZ0608
 RZ0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0608'8.6 MI SW FROM PALOUSE.
 RZ0608'8.6 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RZ0608'STATION AT PALOUSE, ON THE OUTSIDE OF A LONG CURVE, 6 RAILS NORTHWEST
 RZ0608'OF CULVERT 67X3612, 22.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 9.2
 RZ0608'FEET SOUTH OF A TELEPHONE POLE, ABOUT LEVEL WITH THE TRACK, AND SET IN
 RZ0608'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0216 ***********************************************************************
 TQ0216  DESIGNATION -  E 370
 TQ0216  PID         -  TQ0216
 TQ0216  STATE/COUNTY-  WA/WHATCOM
 TQ0216  USGS QUAD   -  ROSS DAM (1971)
 TQ0216
 TQ0216                         *CURRENT SURVEY CONTROL
 TQ0216  ___________________________________________________________________
 TQ0216* NAD 83(1986)-  48 43 13.     (N)    121 00 35.     (W)     SCALED    
 TQ0216* NAVD 88     -       544.126  (meters)    1785.19   (feet)  ADJUSTED  
 TQ0216  ___________________________________________________________________
 TQ0216  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TQ0216  DYNAMIC HT  -         544.178 (meters)    1785.36  (feet)  COMP
 TQ0216  MODELED GRAV-     980,689.8   (mgal)                       NAVD 88
 TQ0216
 TQ0216  VERT ORDER  -  FIRST     CLASS II
 TQ0216
 TQ0216.The horizontal coordinates were scaled from a topographic map and have
 TQ0216.an estimated accuracy of +/- 6 seconds.
 TQ0216
 TQ0216.The orthometric height was determined by differential leveling
 TQ0216.and adjusted by the National Geodetic Survey in June 1991..
 TQ0216
 TQ0216.The geoid height was determined by GEOID03.
 TQ0216
 TQ0216.The dynamic height is computed by dividing the NAVD 88
 TQ0216.geopotential number by the normal gravity value computed on the
 TQ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0216.degrees latitude (g = 980.6199 gals.).
 TQ0216
 TQ0216.The modeled gravity was interpolated from observed gravity values.
 TQ0216
 TQ0216;                    North         East    Units  Estimated Accuracy
 TQ0216;SPC WA N     -   191,290.      487,020.      MT  (+/- 180 meters Scaled)
 TQ0216
 TQ0216                          SUPERSEDED SURVEY CONTROL
 TQ0216
 TQ0216  NGVD 29 (??/??/92)  542.886  (m)         1781.12   (f) ADJ UNCH    1 2
 TQ0216
 TQ0216.Superseded values are not recommended for survey control.
 TQ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0216.See file dsdata.txt to determine how the superseded data were derived.
 TQ0216
 TQ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU463982(NAD 83)
 TQ0216_MARKER: DB = BENCH MARK DISK
 TQ0216_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0216_SP_SET: ROCK OUTCROP
 TQ0216_STAMPING: E 370 1958
 TQ0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0216+STABILITY: POSITION/ELEVATION WELL
 TQ0216
 TQ0216  HISTORY     - Date     Condition        Report By
 TQ0216  HISTORY     - 1958     MONUMENTED       CGS
 TQ0216
 TQ0216                          STATION DESCRIPTION
 TQ0216
 TQ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0216'3.5 MI E FROM ROSS DAM.
 TQ0216'3.5 MILES EAST ALONG RUBY CREEK TRAIL FROM THE SOUTHEAST END OF ROSS
 TQ0216'DAM, AT THE CROSSING OF A STREAM, IN THE TOP OF A LEDGE OF A GRANITE
 TQ0216'OUTCROP, 3 FEET SOUTHEAST OF THE CENTER OF THE TRAIL, 13 FEET EAST OF
 TQ0216'THE CENTER OF THE STREAM, 1 1/2 FEET NORTHWEST OF THE EDGE OF A
 TQ0216'VERTICAL ROCK BLUFF, AND ABOUT LEVEL WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0322 ***********************************************************************
 SW0322  DESIGNATION -  E 371
 SW0322  PID         -  SW0322
 SW0322  STATE/COUNTY-  WA/ADAMS
 SW0322  USGS QUAD   -  REIMAN (1967)
 SW0322
 SW0322                         *CURRENT SURVEY CONTROL
 SW0322  ___________________________________________________________________
 SW0322* NAD 83(1986)-  47 12 17.     (N)    118 44 41.     (W)     SCALED    
 SW0322* NAVD 88     -       548.707  (meters)    1800.22   (feet)  ADJUSTED  
 SW0322  ___________________________________________________________________
 SW0322  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 SW0322  DYNAMIC HT  -         548.734 (meters)    1800.30  (feet)  COMP
 SW0322  MODELED GRAV-     980,644.3   (mgal)                       NAVD 88
 SW0322
 SW0322  VERT ORDER  -  SECOND    CLASS 0
 SW0322
 SW0322.The horizontal coordinates were scaled from a topographic map and have
 SW0322.an estimated accuracy of +/- 6 seconds.
 SW0322
 SW0322.The orthometric height was determined by differential leveling
 SW0322.and adjusted by the National Geodetic Survey in June 1991..
 SW0322
 SW0322.The geoid height was determined by GEOID03.
 SW0322
 SW0322.The dynamic height is computed by dividing the NAVD 88
 SW0322.geopotential number by the normal gravity value computed on the
 SW0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0322.degrees latitude (g = 980.6199 gals.).
 SW0322
 SW0322.The modeled gravity was interpolated from observed gravity values.
 SW0322
 SW0322;                    North         East    Units  Estimated Accuracy
 SW0322;SPC WA S     -   209,490.      632,970.      MT  (+/- 180 meters Scaled)
 SW0322
 SW0322                          SUPERSEDED SURVEY CONTROL
 SW0322
 SW0322  NGVD 29 (??/??/92)  547.588  (m)         1796.55   (f) ADJ UNCH    2 0
 SW0322
 SW0322.Superseded values are not recommended for survey control.
 SW0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0322.See file dsdata.txt to determine how the superseded data were derived.
 SW0322
 SW0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN678293(NAD 83)
 SW0322_MARKER: DB = BENCH MARK DISK
 SW0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0322_STAMPING: E 371 1959
 SW0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0322+STABILITY: SURFACE MOTION
 SW0322
 SW0322  HISTORY     - Date     Condition        Report By
 SW0322  HISTORY     - 1959     MONUMENTED       CGS
 SW0322  HISTORY     - 1968     GOOD             NGS
 SW0322
 SW0322                          STATION DESCRIPTION
 SW0322
 SW0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0322'11.3 MI SW FROM ODESSA.
 SW0322'MARK IS ABOUT 100 YARDS NORTHEAST OF A FARMHOUSE BELONGING TO MR.
 SW0322'WELDON WALTERS, 36 FEET EAST OF THE CENTER OF THE DRIVEWAY, 31 FEET
 SW0322'SOUTH OF THE CENTER OF A GRAVEL ROAD, ONE FOOT NORTH OF POLE NO L 17,
 SW0322'ONE FOOT NORTHEAST OF A METAL WITNESS POST.  MARK IS LEVEL WITH THE
 SW0322'ROAD.  A STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ONE
 SW0322'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0320 ***********************************************************************
 TQ0320  DESIGNATION -  E 374
 TQ0320  PID         -  TQ0320
 TQ0320  STATE/COUNTY-  WA/SKAGIT
 TQ0320  USGS QUAD   -  GRANDY LAKE (1989)
 TQ0320
 TQ0320                         *CURRENT SURVEY CONTROL
 TQ0320  ___________________________________________________________________
 TQ0320* NAD 83(1986)-  48 31 55.     (N)    121 45 31.     (W)     SCALED    
 TQ0320* NAVD 88     -        72.593  (meters)     238.17   (feet)  ADJUSTED  
 TQ0320  ___________________________________________________________________
 TQ0320  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 TQ0320  DYNAMIC HT  -          72.609 (meters)     238.22  (feet)  COMP
 TQ0320  MODELED GRAV-     980,839.7   (mgal)                       NAVD 88
 TQ0320
 TQ0320  VERT ORDER  -  FIRST     CLASS I
 TQ0320
 TQ0320.The horizontal coordinates were scaled from a topographic map and have
 TQ0320.an estimated accuracy of +/- 6 seconds.
 TQ0320
 TQ0320.The orthometric height was determined by differential leveling
 TQ0320.and adjusted by the National Geodetic Survey in June 1991..
 TQ0320
 TQ0320.The geoid height was determined by GEOID03.
 TQ0320
 TQ0320.The dynamic height is computed by dividing the NAVD 88
 TQ0320.geopotential number by the normal gravity value computed on the
 TQ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0320.degrees latitude (g = 980.6199 gals.).
 TQ0320
 TQ0320.The modeled gravity was interpolated from observed gravity values.
 TQ0320
 TQ0320;                    North         East    Units  Estimated Accuracy
 TQ0320;SPC WA N     -   170,740.      431,670.      MT  (+/- 180 meters Scaled)
 TQ0320
 TQ0320                          SUPERSEDED SURVEY CONTROL
 TQ0320
 TQ0320  NGVD 29 (??/??/92)   71.447  (m)          234.41   (f) ADJ UNCH    1 1
 TQ0320
 TQ0320.Superseded values are not recommended for survey control.
 TQ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0320.See file dsdata.txt to determine how the superseded data were derived.
 TQ0320
 TQ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU916761(NAD 83)
 TQ0320_MARKER: DB = BENCH MARK DISK
 TQ0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TQ0320_SP_SET: CONCRETE PILLAR
 TQ0320_STAMPING: E 374 1958
 TQ0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0320
 TQ0320  HISTORY     - Date     Condition        Report By
 TQ0320  HISTORY     - 1958     MONUMENTED       CGS
 TQ0320  HISTORY     - 1973     GOOD             NGS
 TQ0320
 TQ0320                          STATION DESCRIPTION
 TQ0320
 TQ0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0320'IN CONCRETE.
 TQ0320'AT CONCRETE, 0.3 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 20 AND
 TQ0320'SUPERIOR AVENUE, AT CONCRETE HIGH SCHOOL, AT A POINT WHERE THE AVENUE
 TQ0320'PASSES UNDER THE SCHOOL BUILDING, SET VERTICALLY IN THE NORTH FACE OF
 TQ0320'THE FIRST CONCRETE PILLAR OF THE NORTH ONE OF A ROW OF FOUR SUPPORTING
 TQ0320'THE BUILDING, 17.0 FEET WEST OF THE CENTER LINE OF THE AVENUE, AND
 TQ0320'ABOUT 2 FEET HIGHER THAN THE AVENUE.  1/4, SEC 10, T 35N, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0205 ***********************************************************************
 TQ0205  DESIGNATION -  E 375
 TQ0205  PID         -  TQ0205
 TQ0205  STATE/COUNTY-  WA/WHATCOM
 TQ0205  USGS QUAD   -  ROSS DAM (1971)
 TQ0205
 TQ0205                         *CURRENT SURVEY CONTROL
 TQ0205  ___________________________________________________________________
 TQ0205* NAD 83(1986)-  48 43 20.     (N)    121 04 49.     (W)     SCALED    
 TQ0205* NAVD 88     -       566.981  (meters)    1860.17   (feet)  ADJUSTED  
 TQ0205  ___________________________________________________________________
 TQ0205  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 TQ0205  DYNAMIC HT  -         567.054 (meters)    1860.41  (feet)  COMP
 TQ0205  MODELED GRAV-     980,721.3   (mgal)                       NAVD 88
 TQ0205
 TQ0205  VERT ORDER  -  FIRST     CLASS II
 TQ0205
 TQ0205.The horizontal coordinates were scaled from a topographic map and have
 TQ0205.an estimated accuracy of +/- 6 seconds.
 TQ0205
 TQ0205.The orthometric height was determined by differential leveling
 TQ0205.and adjusted by the National Geodetic Survey in June 1991..
 TQ0205
 TQ0205.The geoid height was determined by GEOID03.
 TQ0205
 TQ0205.The dynamic height is computed by dividing the NAVD 88
 TQ0205.geopotential number by the normal gravity value computed on the
 TQ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0205.degrees latitude (g = 980.6199 gals.).
 TQ0205
 TQ0205.The modeled gravity was interpolated from observed gravity values.
 TQ0205
 TQ0205;                    North         East    Units  Estimated Accuracy
 TQ0205;SPC WA N     -   191,520.      481,830.      MT  (+/- 180 meters Scaled)
 TQ0205
 TQ0205                          SUPERSEDED SURVEY CONTROL
 TQ0205
 TQ0205  NGVD 29 (??/??/92)  565.763  (m)         1856.17   (f) ADJ UNCH    1 2
 TQ0205
 TQ0205.Superseded values are not recommended for survey control.
 TQ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0205.See file dsdata.txt to determine how the superseded data were derived.
 TQ0205
 TQ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU411983(NAD 83)
 TQ0205_MARKER: DB = BENCH MARK DISK
 TQ0205_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0205_SP_SET: ROCK OUTCROP
 TQ0205_STAMPING: E 375 1958
 TQ0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0205+STABILITY: POSITION/ELEVATION WELL
 TQ0205
 TQ0205  HISTORY     - Date     Condition        Report By
 TQ0205  HISTORY     - 1958     MONUMENTED       CGS
 TQ0205
 TQ0205                          STATION DESCRIPTION
 TQ0205
 TQ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0205'1.3 MI SW FROM ROSS DAM.
 TQ0205'1.3 MILES SOUTHWEST ALONG DIABLO TRAIL 300 FROM THE WEST END OF ROSS
 TQ0205'DAM, 400 PACES SOUTH OF BENCH MARK BC, IN TOP OF THE NORTHWEST END OF
 TQ0205'A 12-BY 15-FOOT GRANITE OUTCROP WHICH PROJECTS 5 FEET ABOVE THE GROUND
 TQ0205'ON THE NORTHEAST SIDE, DIRECTLY UNDER THE CROSSING OF A HIGH VOLTAGE
 TQ0205'POWER LINE, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL, AND 5
 TQ0205'FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0003 ***********************************************************************
 TQ0003  DESIGNATION -  E 376
 TQ0003  PID         -  TQ0003
 TQ0003  STATE/COUNTY-  WA/OKANOGAN
 TQ0003  USGS QUAD   -  MC LEOD MOUNTAIN (1991)
 TQ0003
 TQ0003                         *CURRENT SURVEY CONTROL
 TQ0003  ___________________________________________________________________
 TQ0003* NAD 83(1986)-  48 37 38.     (N)    120 27 43.     (W)     SCALED    
 TQ0003* NAVD 88     -       684.995  (meters)    2247.35   (feet)  ADJUSTED  
 TQ0003  ___________________________________________________________________
 TQ0003  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TQ0003  DYNAMIC HT  -         685.029 (meters)    2247.47  (feet)  COMP
 TQ0003  MODELED GRAV-     980,640.7   (mgal)                       NAVD 88
 TQ0003
 TQ0003  VERT ORDER  -  FIRST     CLASS II
 TQ0003
 TQ0003.The horizontal coordinates were scaled from a topographic map and have
 TQ0003.an estimated accuracy of +/- 6 seconds.
 TQ0003
 TQ0003.The orthometric height was determined by differential leveling
 TQ0003.and adjusted by the National Geodetic Survey in June 1991..
 TQ0003
 TQ0003.The geoid height was determined by GEOID03.
 TQ0003
 TQ0003.The dynamic height is computed by dividing the NAVD 88
 TQ0003.geopotential number by the normal gravity value computed on the
 TQ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0003.degrees latitude (g = 980.6199 gals.).
 TQ0003
 TQ0003.The modeled gravity was interpolated from observed gravity values.
 TQ0003
 TQ0003;                    North         East    Units  Estimated Accuracy
 TQ0003;SPC WA N     -   180,990.      527,380.      MT  (+/- 180 meters Scaled)
 TQ0003
 TQ0003                          SUPERSEDED SURVEY CONTROL
 TQ0003
 TQ0003  NGVD 29 (??/??/92)  683.716  (m)         2243.16   (f) ADJ UNCH    1 2
 TQ0003
 TQ0003.Superseded values are not recommended for survey control.
 TQ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0003.See file dsdata.txt to determine how the superseded data were derived.
 TQ0003
 TQ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU870891(NAD 83)
 TQ0003_MARKER: DB = BENCH MARK DISK
 TQ0003_SETTING: 80 = SET IN A BOULDER
 TQ0003_SP_SET: BOULDER
 TQ0003_STAMPING: E 376 1958
 TQ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0003+STABILITY: SURFACE MOTION
 TQ0003
 TQ0003  HISTORY     - Date     Condition        Report By
 TQ0003  HISTORY     - 1958     MONUMENTED       CGS
 TQ0003  HISTORY     - 1974     MARK NOT FOUND
 TQ0003  HISTORY     - 1982     MARK NOT FOUND   NGS
 TQ0003  HISTORY     - 19881116 MARK NOT FOUND   USGS
 TQ0003
 TQ0003                          STATION DESCRIPTION
 TQ0003
 TQ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0003'3.95 MI NW FROM MAZAMA.
 TQ0003'3.95 MILES NORTHWEST ALONG A GRAVEL ROAD FROM A STEEL TRUSS BRIDGE
 TQ0003'OVER THE METHOW RIVER AT MAZAMA, 0.32 MILE NORTHWEST OF THE CROSSING
 TQ0003'OF GOAT WALL CREEK, 0.37 MILE SOUTHEAST OF GATE CREEK FOREST CAMP, SET
 TQ0003'VERTICALLY IN THE NORTHWEST FACE OF A HUGE BOULDER WHICH PROJECTS
 TQ0003'ABOUT 18 FEET ABOVE THE GROUND, 13 FEET SOUTHWEST OF THE CENTER LINE
 TQ0003'OF THE ROAD, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 TQ0003
 TQ0003                          STATION RECOVERY (1974)
 TQ0003
 TQ0003'RECOVERED 1974
 TQ0003'MARK NOT FOUND.
 TQ0003
 TQ0003                          STATION RECOVERY (1982)
 TQ0003
 TQ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0003'NOT RECOVERED.
 TQ0003
 TQ0003                          STATION RECOVERY (1988)
 TQ0003
 TQ0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (RWH)
 TQ0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0541 ***********************************************************************
 TP0541  DESIGNATION -  E 377
 TP0541  PID         -  TP0541
 TP0541  STATE/COUNTY-  WA/OKANOGAN
 TP0541  USGS QUAD   -  BUCK MOUNTAIN (1993)
 TP0541
 TP0541                         *CURRENT SURVEY CONTROL
 TP0541  ___________________________________________________________________
 TP0541* NAD 83(1986)-  48 22 42.     (N)    119 46 37.     (W)     SCALED    
 TP0541* NAVD 88     -       795.055  (meters)    2608.44   (feet)  ADJUSTED  
 TP0541  ___________________________________________________________________
 TP0541  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 TP0541  DYNAMIC HT  -         795.107 (meters)    2608.61  (feet)  COMP
 TP0541  MODELED GRAV-     980,651.2   (mgal)                       NAVD 88
 TP0541
 TP0541  VERT ORDER  -  FIRST     CLASS II
 TP0541
 TP0541.The horizontal coordinates were scaled from a topographic map and have
 TP0541.an estimated accuracy of +/- 6 seconds.
 TP0541
 TP0541.The orthometric height was determined by differential leveling
 TP0541.and adjusted by the National Geodetic Survey in June 1991..
 TP0541
 TP0541.The geoid height was determined by GEOID03.
 TP0541
 TP0541.The dynamic height is computed by dividing the NAVD 88
 TP0541.geopotential number by the normal gravity value computed on the
 TP0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0541.degrees latitude (g = 980.6199 gals.).
 TP0541
 TP0541.The modeled gravity was interpolated from observed gravity values.
 TP0541
 TP0541;                    North         East    Units  Estimated Accuracy
 TP0541;SPC WA N     -   153,790.      578,250.      MT  (+/- 180 meters Scaled)
 TP0541
 TP0541                          SUPERSEDED SURVEY CONTROL
 TP0541
 TP0541  NGVD 29 (??/??/92)  793.738  (m)         2604.12   (f) ADJ UNCH    1 2
 TP0541
 TP0541.Superseded values are not recommended for survey control.
 TP0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0541.See file dsdata.txt to determine how the superseded data were derived.
 TP0541
 TP0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP943620(NAD 83)
 TP0541_MARKER: DB = BENCH MARK DISK
 TP0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0541_STAMPING: E 377 1958
 TP0541_MARK LOGO: CGS   
 TP0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0541+STABILITY: SURFACE MOTION
 TP0541
 TP0541  HISTORY     - Date     Condition        Report By
 TP0541  HISTORY     - 1958     MONUMENTED       CGS
 TP0541  HISTORY     - 1982     GOOD             NGS
 TP0541
 TP0541                          STATION DESCRIPTION
 TP0541
 TP0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TP0541'12.4 MI W FROM OKANOGAN.
 TP0541'1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE AT
 TP0541'OKANOGAN, THENCE 10.7 MILES WEST ALONG STATE HIGHWAY 16, 110 FEET
 TP0541'NORTHEAST OF THE CENTER OF THE JUNCTION OF GOLDEN RULE ROAD LEADING
 TP0541'SOUTHWEST AND COOK MOUNTAIN ROAD LEADING SOUTHEAST, 49 FEET
 TP0541'NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 81 1/2 FEET
 TP0541'NORTHWEST AND ACROSS THE HIGHWAY FROM A POST SUPPORTING A STEEP GRADE
 TP0541'FOR 2 MI. SIGN, 2.1 FEET SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT 5
 TP0541'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TP0541'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TP0541
 TP0541                          STATION RECOVERY (1982)
 TP0541
 TP0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0541'RECOVERED IN GOOD CONDITION. NOTE--HIGHWAY 16 IS NOW HIGHWAY 20. ADD--
 TP0541'0.6 KM (0.4 MI) NORTHWEST OF MILEPOST 221, 40.3 METERS (132 FT) SOUTHE
 TP0541'OF THE EXTENDED CENTERLINE OF AN ENTRANCE ROAD LEADING TO AN EAST-WEST
 TP0541'DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0058 ***********************************************************************
 TQ0058  DESIGNATION -  E 378
 TQ0058  PID         -  TQ0058
 TQ0058  STATE/COUNTY-  WA/OKANOGAN
 TQ0058  USGS QUAD   -  WINTHROP (1969)
 TQ0058
 TQ0058                         *CURRENT SURVEY CONTROL
 TQ0058  ___________________________________________________________________
 TQ0058* NAD 83(1986)-  48 23 41.     (N)    120 08 18.     (W)     SCALED    
 TQ0058* NAVD 88     -       496.407  (meters)    1628.63   (feet)  ADJUSTED  
 TQ0058  ___________________________________________________________________
 TQ0058  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 TQ0058  DYNAMIC HT  -         496.466 (meters)    1628.82  (feet)  COMP
 TQ0058  MODELED GRAV-     980,715.0   (mgal)                       NAVD 88
 TQ0058
 TQ0058  VERT ORDER  -  FIRST     CLASS II
 TQ0058
 TQ0058.The horizontal coordinates were scaled from a topographic map and have
 TQ0058.an estimated accuracy of +/- 6 seconds.
 TQ0058
 TQ0058.The orthometric height was determined by differential leveling
 TQ0058.and adjusted by the National Geodetic Survey in June 1991..
 TQ0058.WARNING-Repeat measurements at this control monument indicate possible
 TQ0058.vertical movement.
 TQ0058
 TQ0058.The geoid height was determined by GEOID03.
 TQ0058
 TQ0058.The dynamic height is computed by dividing the NAVD 88
 TQ0058.geopotential number by the normal gravity value computed on the
 TQ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0058.degrees latitude (g = 980.6199 gals.).
 TQ0058
 TQ0058.The modeled gravity was interpolated from observed gravity values.
 TQ0058
 TQ0058;                    North         East    Units  Estimated Accuracy
 TQ0058;SPC WA N     -   155,300.      551,470.      MT  (+/- 180 meters Scaled)
 TQ0058
 TQ0058                          SUPERSEDED SURVEY CONTROL
 TQ0058
 TQ0058  NGVD 29 (??/??/92)  495.199  (m)         1624.67   (f) ADJ UNCH    1 2
 TQ0058
 TQ0058.Superseded values are not recommended for survey control.
 TQ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0058.See file dsdata.txt to determine how the superseded data were derived.
 TQ0058
 TQ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU118641(NAD 83)
 TQ0058_MARKER: DB = BENCH MARK DISK
 TQ0058_SETTING: 80 = SET IN A BOULDER
 TQ0058_SP_SET: BOULDER
 TQ0058_STAMPING: E 378 1958
 TQ0058_MARK LOGO: CGS   
 TQ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0058+STABILITY: SURFACE MOTION
 TQ0058
 TQ0058  HISTORY     - Date     Condition        Report By
 TQ0058  HISTORY     - 1958     MONUMENTED       CGS
 TQ0058  HISTORY     - 1982     GOOD             NGS
 TQ0058
 TQ0058                          STATION DESCRIPTION
 TQ0058
 TQ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0058'2.3 MI NW FROM TWISP.
 TQ0058'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL AT TWISP,
 TQ0058'0.27 MILES NORTHWEST OF A POST SUPPORTING A PUBLIC CAMP AREA SIGN,
 TQ0058'0.06 MILES SOUTHEAST OF A TELEPHONE POLE BEARING A PEARYGIN LAKE SIGN,
 TQ0058'IN TOP OF A LARGE BOULDER ON THE SOUTHWEST BANK OF THE METHOW RIVER,
 TQ0058'27 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 TQ0058'WITH THE HIGHWAY.
 TQ0058
 TQ0058                          STATION RECOVERY (1982)
 TQ0058
 TQ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0058'RECOVERED IN GOOD CONDITION. NOTE--THE SCHOOL IS NOW THE COMMUNITY
 TQ0058'CENTER AND HIGHWAY 16 IS HIGHWAY 20. ADD--0.55 KM (0.35 MI) SOUTH
 TQ0058'OF MILEPOST 119.
 TQ0058'THE MARK IS 1.5 METERS  NE FROM A WITNESS POST.
 TQ0058'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0545 ***********************************************************************
 TP0545  DESIGNATION -  E 379
 TP0545  PID         -  TP0545
 TP0545  STATE/COUNTY-  WA/OKANOGAN
 TP0545  USGS QUAD   -  BUCK MOUNTAIN (1993)
 TP0545
 TP0545                         *CURRENT SURVEY CONTROL
 TP0545  ___________________________________________________________________
 TP0545* NAD 83(1986)-  48 22 36.     (N)    119 45 44.     (W)     SCALED    
 TP0545* NAVD 88     -       724.084  (meters)    2375.60   (feet)  ADJUSTED  
 TP0545  ___________________________________________________________________
 TP0545  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 TP0545  DYNAMIC HT  -         724.141 (meters)    2375.79  (feet)  COMP
 TP0545  MODELED GRAV-     980,667.3   (mgal)                       NAVD 88
 TP0545
 TP0545  VERT ORDER  -  FIRST     CLASS II
 TP0545
 TP0545.The horizontal coordinates were scaled from a topographic map and have
 TP0545.an estimated accuracy of +/- 6 seconds.
 TP0545
 TP0545.The orthometric height was determined by differential leveling
 TP0545.and adjusted by the National Geodetic Survey in June 1991..
 TP0545
 TP0545.The geoid height was determined by GEOID03.
 TP0545
 TP0545.The dynamic height is computed by dividing the NAVD 88
 TP0545.geopotential number by the normal gravity value computed on the
 TP0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0545.degrees latitude (g = 980.6199 gals.).
 TP0545
 TP0545.The modeled gravity was interpolated from observed gravity values.
 TP0545
 TP0545;                    North         East    Units  Estimated Accuracy
 TP0545;SPC WA N     -   153,620.      579,340.      MT  (+/- 180 meters Scaled)
 TP0545
 TP0545                          SUPERSEDED SURVEY CONTROL
 TP0545
 TP0545  NGVD 29 (??/??/92)  722.772  (m)         2371.29   (f) ADJ UNCH    1 2
 TP0545
 TP0545.Superseded values are not recommended for survey control.
 TP0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0545.See file dsdata.txt to determine how the superseded data were derived.
 TP0545
 TP0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP954618(NAD 83)
 TP0545_MARKER: DB = BENCH MARK DISK
 TP0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TP0545_SP_SET: CULVERT
 TP0545_STAMPING: E 379 1958
 TP0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0545
 TP0545  HISTORY     - Date     Condition        Report By
 TP0545  HISTORY     - 1958     MONUMENTED       CGS
 TP0545  HISTORY     - 1982     MARK NOT FOUND   NGS
 TP0545  HISTORY     - 19851218 MARK NOT FOUND   USPSQD
 TP0545
 TP0545                          STATION DESCRIPTION
 TP0545
 TP0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TP0545'12.0 MI NW FROM OKANOGAN.
 TP0545'1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE AT
 TP0545'OKANOGAN, THENCE 8.55 MILES WEST ALONG STATE HIGHWAY 16, THENCE 1.75
 TP0545'MILES NORTH ALONG A GRAVEL ROAD, AT THE CROSSING OF AN IRRIGATION
 TP0545'DITCH, IN TOP OF THE SOUTHEAST END OF THE NORTH CONCRETE HEAD WALL OF
 TP0545'A 2-BY 7-FOOT CONCRETE BOX CULVERT, 7 FEET NORTHEAST OF THE CENTER
 TP0545'LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 TP0545
 TP0545                          STATION RECOVERY (1982)
 TP0545
 TP0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0545'NOT RECOVERED.
 TP0545
 TP0545                          STATION RECOVERY (1985)
 TP0545
 TP0545'RECOVERY NOTE BY US POWER SQUADRON 1985 (LAB)
 TP0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0885 ***********************************************************************
 RZ0885  DESIGNATION -  E 38
 RZ0885  PID         -  RZ0885
 RZ0885  STATE/COUNTY-  WA/ASOTIN
 RZ0885  USGS QUAD   -  STEMBER CREEK (1971)
 RZ0885
 RZ0885                         *CURRENT SURVEY CONTROL
 RZ0885  ___________________________________________________________________
 RZ0885* NAD 83(1986)-  46 24 18.     (N)    117 15 05.     (W)     SCALED    
 RZ0885* NAVD 88     -       293.606  (meters)     963.27   (feet)  ADJUSTED  
 RZ0885  ___________________________________________________________________
 RZ0885  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 RZ0885  DYNAMIC HT  -         293.605 (meters)     963.27  (feet)  COMP
 RZ0885  MODELED GRAV-     980,605.5   (mgal)                       NAVD 88
 RZ0885
 RZ0885  VERT ORDER  -  FIRST     CLASS I
 RZ0885
 RZ0885.The horizontal coordinates were scaled from a topographic map and have
 RZ0885.an estimated accuracy of +/- 6 seconds.
 RZ0885
 RZ0885.The orthometric height was determined by differential leveling
 RZ0885.and adjusted by the National Geodetic Survey in June 1991..
 RZ0885
 RZ0885.The geoid height was determined by GEOID03.
 RZ0885
 RZ0885.The dynamic height is computed by dividing the NAVD 88
 RZ0885.geopotential number by the normal gravity value computed on the
 RZ0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0885.degrees latitude (g = 980.6199 gals.).
 RZ0885
 RZ0885.The modeled gravity was interpolated from observed gravity values.
 RZ0885
 RZ0885;                    North         East    Units  Estimated Accuracy
 RZ0885;SPC WA S     -   124,260.      749,720.      MT  (+/- 180 meters Scaled)
 RZ0885
 RZ0885                          SUPERSEDED SURVEY CONTROL
 RZ0885
 RZ0885  NGVD 29 (??/??/92)  292.627  (m)          960.06   (f) ADJ UNCH    1 1
 RZ0885
 RZ0885.Superseded values are not recommended for survey control.
 RZ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0885.See file dsdata.txt to determine how the superseded data were derived.
 RZ0885
 RZ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM806390(NAD 83)
 RZ0885_MARKER: DB = BENCH MARK DISK
 RZ0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0885_STAMPING: E 38 1933
 RZ0885_PROJECTION: FLUSH
 RZ0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0885+STABILITY: SURFACE MOTION
 RZ0885
 RZ0885  HISTORY     - Date     Condition        Report By
 RZ0885  HISTORY     - 1933     MONUMENTED       CGS
 RZ0885  HISTORY     - 1968     GOOD             NGS
 RZ0885  HISTORY     - 1980     GOOD             NGS
 RZ0885
 RZ0885                          STATION DESCRIPTION
 RZ0885
 RZ0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ0885'12.0 MI W FROM CLARKSTON.
 RZ0885'12.0 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE WEST END OF THE SNAKE
 RZ0885'RIVER BRIDGE AT CLARKSTON, 0.05 MILE EAST OF A STATE HIGHWAY
 RZ0885'DEPARTMENT SAND AND GRAVEL HOPPER, 33 1/2 FEET NORTH OF THE CENTER
 RZ0885'LINE OF THE HIGHWAY, 78.2 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM
 RZ0885'MILEPOST 423, 86.3 FEET EAST OF BENCH MARK EE 38 (PP AND L), 18.8 FEET
 RZ0885'SOUTH OF A FENCE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH
 RZ0885'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 RZ0885'ABOVE THE GROUND.
 RZ0885
 RZ0885                          STATION RECOVERY (1980)
 RZ0885
 RZ0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0885'18.3 KILOMETER (11.4 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE WEST
 RZ0885'END OF THE HIGHWAY BRIDGE OVER THE SNAKE RIVER IN CLARKSTON, SET IN
 RZ0885'THE NORTHEAST QUADRANT OF THE JUNCTION OF A PAVED ENTRANCE ROAD TO
 RZ0885'A ROCK CANYON, 39.6 METERS (130 FEET) NORTHWEST ACROSS THE HIGHWAY
 RZ0885'FROM MILEPOST 423, 19.8 METERS (65.0 FEET) NORTH OF THE CENTERLINE
 RZ0885'OF THE HIGHWAY, 40.3 METERS (132 FEET) EAST OF THE CENTERLINE OF THE
 RZ0885'PAVED ROAD, 22.6 METERS (74.0 FEET) EAST-NORTHEAST OF THE TOP CENTER
 RZ0885'OF THE NORTH END OF A 120-CENTIMETER (48-INCH) STEEL PIPE CULVERT
 RZ0885'UNDER THE HIGHWAY, 5.8 METERS (19.0 FEET) SOUTH OF HIGHWAY
 RZ0885'RIGHT-OF-WAY FENCE.
 RZ0885'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 RZ0885'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0246 ***********************************************************************
 TQ0246  DESIGNATION -  E 380
 TQ0246  PID         -  TQ0246
 TQ0246  STATE/COUNTY-  WA/SKAGIT
 TQ0246  USGS QUAD   -  ROCKPORT (1982)
 TQ0246
 TQ0246                         *CURRENT SURVEY CONTROL
 TQ0246  ___________________________________________________________________
 TQ0246* NAD 83(1986)-  48 29 19.     (N)    121 35 04.     (W)     SCALED    
 TQ0246* NAVD 88     -        83.195  (meters)     272.95   (feet)  ADJUSTED  
 TQ0246  ___________________________________________________________________
 TQ0246  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 TQ0246  DYNAMIC HT  -          83.212 (meters)     273.00  (feet)  COMP
 TQ0246  MODELED GRAV-     980,820.1   (mgal)                       NAVD 88
 TQ0246
 TQ0246  VERT ORDER  -  FIRST     CLASS I
 TQ0246
 TQ0246.The horizontal coordinates were scaled from a topographic map and have
 TQ0246.an estimated accuracy of +/- 6 seconds.
 TQ0246
 TQ0246.The orthometric height was determined by differential leveling
 TQ0246.and adjusted by the National Geodetic Survey in June 1991..
 TQ0246
 TQ0246.The geoid height was determined by GEOID03.
 TQ0246
 TQ0246.The dynamic height is computed by dividing the NAVD 88
 TQ0246.geopotential number by the normal gravity value computed on the
 TQ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0246.degrees latitude (g = 980.6199 gals.).
 TQ0246
 TQ0246.The modeled gravity was interpolated from observed gravity values.
 TQ0246
 TQ0246;                    North         East    Units  Estimated Accuracy
 TQ0246;SPC WA N     -   165,780.      444,480.      MT  (+/- 180 meters Scaled)
 TQ0246
 TQ0246                          SUPERSEDED SURVEY CONTROL
 TQ0246
 TQ0246  NGVD 29 (??/??/92)   82.050  (m)          269.19   (f) ADJ UNCH    1 1
 TQ0246
 TQ0246.Superseded values are not recommended for survey control.
 TQ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0246.See file dsdata.txt to determine how the superseded data were derived.
 TQ0246
 TQ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU045715(NAD 83)
 TQ0246_MARKER: DB = BENCH MARK DISK
 TQ0246_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0246_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TQ0246_STAMPING: E 380 1958
 TQ0246_MARK LOGO: CGS   
 TQ0246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0246+STABILITY: POSITION/ELEVATION WELL
 TQ0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TQ0246+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 TQ0246
 TQ0246  HISTORY     - Date     Condition        Report By
 TQ0246  HISTORY     - 1958     MONUMENTED       CGS
 TQ0246  HISTORY     - 1973     GOOD             NGS
 TQ0246  HISTORY     - 1982     GOOD             NGS
 TQ0246  HISTORY     - 1984     GOOD             NGS
 TQ0246  HISTORY     - 1988     GOOD             USPSQD
 TQ0246  HISTORY     - 19900516 GOOD             WADT
 TQ0246
 TQ0246                          STATION DESCRIPTION
 TQ0246
 TQ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0246'0.25 MI E FROM ROCKPORT.
 TQ0246'0.25 MILE EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF EAST SAUK
 TQ0246'ROAD AT ROCKPORT, 0.1 MILE WEST OF THE JUNCTION OF SHULAR ROAD, SET
 TQ0246'VERTICALLY IN THE SOUTH FACE OF A MASSIVE GRANITE OUTCROP, 29 FEET
 TQ0246'NORTH OF THE CENTER LINE OF THE HIGHWAY, 240 FEET WEST OF THE CENTER
 TQ0246'OF THE NORTH END OF A 24-INCH PIPE CULVERT, 90 FEET NORTH-NORTHEAST
 TQ0246'AND ACROSS THE HIGHWAY FROM POWER POLE 11531, ABOUT 4 FEET HIGHER THAN
 TQ0246'THE GROUND, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  1/4, SEC 25, T35N,
 TQ0246'R 9E.
 TQ0246
 TQ0246                          STATION RECOVERY (1982)
 TQ0246
 TQ0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0246'RECOVERED IN GOOD CONDITION.
 TQ0246
 TQ0246                          STATION RECOVERY (1984)
 TQ0246
 TQ0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TQ0246'RECOVERED IN GOOD CONDITION.
 TQ0246
 TQ0246                          STATION RECOVERY (1988)
 TQ0246
 TQ0246'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWF)
 TQ0246'RECOVERED IN GOOD CONDITION.
 TQ0246
 TQ0246                          STATION RECOVERY (1990)
 TQ0246
 TQ0246'RECOVERY NOTE BY WA DEPT OF TRANSP 1990
 TQ0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0293 ***********************************************************************
 TQ0293  DESIGNATION -  E 381
 TQ0293  PID         -  TQ0293
 TQ0293  STATE/COUNTY-  WA/SNOHOMISH
 TQ0293  USGS QUAD   -  WHITE CHUCK MTN (1982)
 TQ0293
 TQ0293                         *CURRENT SURVEY CONTROL
 TQ0293  ___________________________________________________________________
 TQ0293* NAD 83(1986)-  48 11 22.     (N)    121 30 00.     (W)     SCALED    
 TQ0293* NAVD 88     -       251.253  (meters)     824.32   (feet)  ADJUSTED  
 TQ0293  ___________________________________________________________________
 TQ0293  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TQ0293  DYNAMIC HT  -         251.288 (meters)     824.43  (feet)  COMP
 TQ0293  MODELED GRAV-     980,744.4   (mgal)                       NAVD 88
 TQ0293
 TQ0293  VERT ORDER  -  SECOND    CLASS 0
 TQ0293
 TQ0293.The horizontal coordinates were scaled from a topographic map and have
 TQ0293.an estimated accuracy of +/- 6 seconds.
 TQ0293
 TQ0293.The orthometric height was determined by differential leveling
 TQ0293.and adjusted by the National Geodetic Survey in June 1991..
 TQ0293
 TQ0293.The geoid height was determined by GEOID03.
 TQ0293
 TQ0293.The dynamic height is computed by dividing the NAVD 88
 TQ0293.geopotential number by the normal gravity value computed on the
 TQ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0293.degrees latitude (g = 980.6199 gals.).
 TQ0293
 TQ0293.The modeled gravity was interpolated from observed gravity values.
 TQ0293
 TQ0293;                    North         East    Units  Estimated Accuracy
 TQ0293;SPC WA N     -   132,460.      450,440.      MT  (+/- 180 meters Scaled)
 TQ0293
 TQ0293                          SUPERSEDED SURVEY CONTROL
 TQ0293
 TQ0293  NGVD 29 (??/??/92)  250.077  (m)          820.46   (f) ADJ UNCH    2 0
 TQ0293
 TQ0293.Superseded values are not recommended for survey control.
 TQ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0293.See file dsdata.txt to determine how the superseded data were derived.
 TQ0293
 TQ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU114384(NAD 83)
 TQ0293_MARKER: DB = BENCH MARK DISK
 TQ0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0293_STAMPING: E 381 1958
 TQ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0293+STABILITY: SURFACE MOTION
 TQ0293
 TQ0293  HISTORY     - Date     Condition        Report By
 TQ0293  HISTORY     - 1958     MONUMENTED       CGS
 TQ0293  HISTORY     - 1959     GOOD             NGS
 TQ0293  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TQ0293
 TQ0293                          STATION DESCRIPTION
 TQ0293
 TQ0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TQ0293'8.2 MI SE FROM DARRINGTON.
 TQ0293'ABOUT 0.6 MILE NORTHEAST ALONG A ROAD FROM THE RANGER STATION AT
 TQ0293'DARRINGTON, THENCE 7.6 MILES SOUTHEAST ALONG FOREST SERVICE ROAD 322,
 TQ0293'0.3 MILE EAST OF THE Y JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, ON
 TQ0293'THE OUTSIDE OF A CURVE, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 TQ0293'33.8 FEET EAST OF BENCH MARK 819.8 (USGS), 9 FEET EAST OF AN 8-INCH
 TQ0293'POPLAR TREE, 2.7 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 TQ0293'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 TQ0293'ABOVE THE GROUND.
 TQ0293
 TQ0293                          STATION RECOVERY (2001)
 TQ0293
 TQ0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TQ0293'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0560 ***********************************************************************
 TP0560  DESIGNATION -  E 382
 TP0560  PID         -  TP0560
 TP0560  STATE/COUNTY-  WA/OKANOGAN
 TP0560  USGS QUAD   -  MALOTT (1993)
 TP0560
 TP0560                         *CURRENT SURVEY CONTROL
 TP0560  ___________________________________________________________________
 TP0560* NAD 83(1986)-  48 18 29.     (N)    119 41 47.     (W)     SCALED    
 TP0560* NAVD 88     -       343.324  (meters)    1126.39   (feet)  ADJUSTED  
 TP0560  ___________________________________________________________________
 TP0560  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 TP0560  DYNAMIC HT  -         343.372 (meters)    1126.55  (feet)  COMP
 TP0560  MODELED GRAV-     980,741.9   (mgal)                       NAVD 88
 TP0560
 TP0560  VERT ORDER  -  FIRST     CLASS II
 TP0560
 TP0560.The horizontal coordinates were scaled from a topographic map and have
 TP0560.an estimated accuracy of +/- 6 seconds.
 TP0560
 TP0560.The orthometric height was determined by differential leveling
 TP0560.and adjusted by the National Geodetic Survey in June 1991..
 TP0560
 TP0560.The geoid height was determined by GEOID03.
 TP0560
 TP0560.The dynamic height is computed by dividing the NAVD 88
 TP0560.geopotential number by the normal gravity value computed on the
 TP0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0560.degrees latitude (g = 980.6199 gals.).
 TP0560
 TP0560.The modeled gravity was interpolated from observed gravity values.
 TP0560
 TP0560;                    North         East    Units  Estimated Accuracy
 TP0560;SPC WA N     -   146,060.      584,330.      MT  (+/- 180 meters Scaled)
 TP0560
 TP0560                          SUPERSEDED SURVEY CONTROL
 TP0560
 TP0560  NGVD 29 (??/??/92)  342.062  (m)         1122.25   (f) ADJ UNCH    1 2
 TP0560
 TP0560.Superseded values are not recommended for survey control.
 TP0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0560.See file dsdata.txt to determine how the superseded data were derived.
 TP0560
 TP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP000540(NAD 83)
 TP0560_MARKER: DB = BENCH MARK DISK
 TP0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0560_STAMPING: E 382 1958
 TP0560_MARK LOGO: CGS   
 TP0560_PROJECTION: PROJECTING 8 CENTIMETERS
 TP0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0560+STABILITY: SURFACE MOTION
 TP0560
 TP0560  HISTORY     - Date     Condition        Report By
 TP0560  HISTORY     - 1958     MONUMENTED       CGS
 TP0560  HISTORY     - 1982     GOOD             NGS
 TP0560
 TP0560                          STATION DESCRIPTION
 TP0560
 TP0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TP0560'2.05 MI N FROM MALOTT.
 TP0560'0.05 MILE WEST ALONG A PAVED STREET FROM THE MALOTT ELEMENTARY SCHOOL
 TP0560'AT MALOTT, THENCE 2.0 MILES NORTH ALONG AN ASPHALT ROAD, AT THE
 TP0560'JUNCTION OF A TRACK ROAD WEST, ON THE OUTSIDE OF A RIGHT ANGLE CURVE,
 TP0560'60 FEET NORTHWEST OF THE CENTER LINE OF THE ASPHALT ROAD, 89 FEET WEST
 TP0560'OF THE CENTER OF THE JUNCTION, 10 FEET SOUTH OF THE CENTER LINE OF THE
 TP0560'TRACK ROAD, 24 1/2 FEET SOUTHWEST AND ACROSS THE TRACK ROAD FROM
 TP0560'TELEPHONE POLE 5, 3 1/2 FEET SOUTH OF THE SOUTH END OF A GATE, 1.0
 TP0560'FOOT WEST OF A FENCE, 1.8 FEET WEST OF A WITNESS POST, ABOUT 2 FEET
 TP0560'HIGHER THAN THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 TP0560'PROJECTING 0.4  FOOT ABOVE THE GROUND.
 TP0560
 TP0560                          STATION RECOVERY (1982)
 TP0560
 TP0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0560'RECOVERED IN GOOD CONDITION. NOTE--PAVED ROAD IS MALOTT ROAD.
 TP0560'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 TP0560'THE MARK IS 0.8 M ABOVE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0200 ***********************************************************************
 SA0200  DESIGNATION -  E 383
 SA0200  PID         -  SA0200
 SA0200  STATE/COUNTY-  WA/WALLA WALLA
 SA0200  USGS QUAD   -  HADLEY (1991)
 SA0200
 SA0200                         *CURRENT SURVEY CONTROL
 SA0200  ___________________________________________________________________
 SA0200* NAD 83(1986)-  46 08 42.     (N)    118 25 47.     (W)     SCALED    
 SA0200* NAVD 88     -       251.845  (meters)     826.26   (feet)  ADJUSTED  
 SA0200  ___________________________________________________________________
 SA0200  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 SA0200  DYNAMIC HT  -         251.840 (meters)     826.25  (feet)  COMP
 SA0200  MODELED GRAV-     980,590.4   (mgal)                       NAVD 88
 SA0200
 SA0200  VERT ORDER  -  SECOND    CLASS 0
 SA0200
 SA0200.The horizontal coordinates were scaled from a topographic map and have
 SA0200.an estimated accuracy of +/- 6 seconds.
 SA0200
 SA0200.The orthometric height was determined by differential leveling
 SA0200.and adjusted by the National Geodetic Survey in June 1991..
 SA0200
 SA0200.The geoid height was determined by GEOID03.
 SA0200
 SA0200.The dynamic height is computed by dividing the NAVD 88
 SA0200.geopotential number by the normal gravity value computed on the
 SA0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0200.degrees latitude (g = 980.6199 gals.).
 SA0200
 SA0200.The modeled gravity was interpolated from observed gravity values.
 SA0200
 SA0200;                    North         East    Units  Estimated Accuracy
 SA0200;SPC WA S     -    92,320.      659,920.      MT  (+/- 180 meters Scaled)
 SA0200
 SA0200                          SUPERSEDED SURVEY CONTROL
 SA0200
 SA0200  NGVD 29 (??/??/92)  250.908  (m)          823.19   (f) ADJ UNCH    2 0
 SA0200
 SA0200.Superseded values are not recommended for survey control.
 SA0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0200.See file dsdata.txt to determine how the superseded data were derived.
 SA0200
 SA0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM895111(NAD 83)
 SA0200_MARKER: DB = BENCH MARK DISK
 SA0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0200_SP_SET: CONCRETE POST
 SA0200_STAMPING: E 383 1959
 SA0200_MARK LOGO: CGS   
 SA0200_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0200+STABILITY: SURFACE MOTION
 SA0200
 SA0200  HISTORY     - Date     Condition        Report By
 SA0200  HISTORY     - 1959     MONUMENTED       CGS
 SA0200  HISTORY     - 19900618 GOOD             USGS
 SA0200  HISTORY     - 20040220 GOOD             GEOCAC
 SA0200
 SA0200                          STATION DESCRIPTION
 SA0200
 SA0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SA0200'8.15 MI NW FROM WALLA WALLA.
 SA0200'0.55 MILE NORTH ALONG THIRTEENTH AVENUE FROM THE UNION PACIFIC
 SA0200'RAILROAD STATION AT WALLA WALLA, THENCE 2.7 MILES NORTHWEST ALONG
 SA0200'STATE HIGHWAY 3E, THENCE 4.9 MILES NORTHWEST ALONG AN ASPHALT ROAD, AT
 SA0200'THE T JUNCTION OF A TRACK ROAD WEST, 94 FEET WEST OF THE CENTER LINE
 SA0200'OF THE ASPHALT ROAD, 104 1/2 FEET NORTHWEST OF POWER POLE 57, 17 FEET
 SA0200'NORTH OF THE CENTER LINE OF THE TRACK ROAD, 7 1/2 FEET NORTH OF THE
 SA0200'NORTH END OF A GATE, 0.8 FOOT WEST OF A FENCE, 1.6 FEET NORTH OF A
 SA0200'WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 SA0200'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SA0200
 SA0200                          STATION RECOVERY (1990)
 SA0200
 SA0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 SA0200'RECOVERED IN GOOD CONDITION. NOTE--1.95 MILES NORTH ALONG STATE
 SA0200'ROUTE 125 (13TH AVENUE) FROM THE MAIN ENTRANCE OF
 SA0200'THE WASHINGTON STATE PENITENTIARY IN WALLA WALLA.
 SA0200
 SA0200                          STATION RECOVERY (2004)
 SA0200
 SA0200'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0200'STATION FOUND IN GOOD CONDITION. PREVIOUS DESCRIPTION OF GATE AND
 SA0200'FENCE NO LONG PRESENT. WITNESS POST SEVERED AT GROUND LEVEL. DISK IS
 SA0200'104.5 FT NORTHWEST OF POWER POLE 57 APPROX 4 INCHES BELOW GOUND LEVEL.
 SA0200' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1657 ***********************************************************************
 SA1657  DESIGNATION -  E 384
 SA1657  PID         -  SA1657
 SA1657  STATE/COUNTY-  WA/GRANT
 SA1657  USGS QUAD   -  FRENCHMAN HILLS LAKE (1986)
 SA1657
 SA1657                         *CURRENT SURVEY CONTROL
 SA1657  ___________________________________________________________________
 SA1657* NAD 83(1986)-  46 58 18.     (N)    119 37 01.     (W)     SCALED    
 SA1657* NAVD 88     -       357.429  (meters)    1172.66   (feet)  ADJUSTED  
 SA1657  ___________________________________________________________________
 SA1657  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SA1657  DYNAMIC HT  -         357.452 (meters)    1172.74  (feet)  COMP
 SA1657  MODELED GRAV-     980,667.7   (mgal)                       NAVD 88
 SA1657
 SA1657  VERT ORDER  -  SECOND    CLASS 0
 SA1657
 SA1657.The horizontal coordinates were scaled from a topographic map and have
 SA1657.an estimated accuracy of +/- 6 seconds.
 SA1657
 SA1657.The orthometric height was determined by differential leveling
 SA1657.and adjusted by the National Geodetic Survey in June 1991..
 SA1657
 SA1657.The geoid height was determined by GEOID03.
 SA1657
 SA1657.The dynamic height is computed by dividing the NAVD 88
 SA1657.geopotential number by the normal gravity value computed on the
 SA1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1657.degrees latitude (g = 980.6199 gals.).
 SA1657
 SA1657.The modeled gravity was interpolated from observed gravity values.
 SA1657
 SA1657;                    North         East    Units  Estimated Accuracy
 SA1657;SPC WA S     -   182,480.      567,190.      MT  (+/- 180 meters Scaled)
 SA1657
 SA1657                          SUPERSEDED SURVEY CONTROL
 SA1657
 SA1657  NGVD 29 (??/??/92)  356.321  (m)         1169.03   (f) ADJ UNCH    2 0
 SA1657
 SA1657.Superseded values are not recommended for survey control.
 SA1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1657.See file dsdata.txt to determine how the superseded data were derived.
 SA1657
 SA1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN009053(NAD 83)
 SA1657_MARKER: DB = BENCH MARK DISK
 SA1657_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1657_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1657_STAMPING: E 384 1959
 SA1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1657
 SA1657  HISTORY     - Date     Condition        Report By
 SA1657  HISTORY     - 1959     MONUMENTED       CGS
 SA1657  HISTORY     - 1967     GOOD             NGS
 SA1657
 SA1657                          STATION DESCRIPTION
 SA1657
 SA1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1657'25.6 MI SW FROM MOSES LAKE.
 SA1657'THE MARK IS 6.9 MILES EAST ALONG THE MAIN GRAVEL ROAD FROM THE
 SA1657'INTERSECTION OF COUNTY ROADS L.5 SW AND 7 SW, 125 YARDS SOUTH OF THE
 SA1657'MAIN ROAD AT A POINT WHERE A DIRT ROAD GOES NORTH THROUGH A METAL GATE
 SA1657'FROM THE MAIN ROAD, 0.1 MILE WEST OF A POINT WHERE THE MAIN GRAVEL
 SA1657'ROAD CURVES FROM WEST TO NORTHWEST, ON A SMALL KNOLL AT AN ABANDONED
 SA1657'RANCH HOUSE, 138 FEET NNW OF THE CENTER OF AN OLD CISTERN, 99 FEET
 SA1657'NORTH OF THE NORTHEAST CORNER OF AN OLD HOUSE, 13 YARDS SOUTHWEST OF
 SA1657'THE INTERSECTION OF 2 ROADS WHICH ARE NO LONGER USED, 7 YARDS WEST OF
 SA1657'THE PROJECTED CENTER LINE OF THE DIRT ROAD GOING NORTH FROM THE MAIN
 SA1657'ROAD, 6 YARDS SOUTH OF THE PROJECTED CENTER LINE OF THE BLACK-TOPPED
 SA1657'ROAD GOING EAST, AND 2 FEET SOUTH OF A METAL WITNESS POST. A STANDARD
 SA1657'DISK BRAISED TO A 3 IN. PIPE WHICH PROJECTS 4 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0208 ***********************************************************************
 SY0208  DESIGNATION -  E 385
 SY0208  PID         -  SY0208
 SY0208  STATE/COUNTY-  WA/KING
 SY0208  USGS QUAD   -  
 SY0208
 SY0208                         *CURRENT SURVEY CONTROL
 SY0208  ___________________________________________________________________
 SY0208* NAD 83(1986)-  47 41 16.     (N)    122 04 31.     (W)     SCALED    
 SY0208* NAVD 88     -        67.501  (meters)     221.46   (feet)  ADJUSTED  
 SY0208  ___________________________________________________________________
 SY0208  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 SY0208  DYNAMIC HT  -          67.509 (meters)     221.49  (feet)  COMP
 SY0208  MODELED GRAV-     980,728.7   (mgal)                       NAVD 88
 SY0208
 SY0208  VERT ORDER  -  FIRST     CLASS II
 SY0208
 SY0208.The horizontal coordinates were scaled from a topographic map and have
 SY0208.an estimated accuracy of +/- 6 seconds.
 SY0208
 SY0208.The orthometric height was determined by differential leveling
 SY0208.and adjusted by the National Geodetic Survey in June 1991..
 SY0208
 SY0208.The geoid height was determined by GEOID03.
 SY0208
 SY0208.The dynamic height is computed by dividing the NAVD 88
 SY0208.geopotential number by the normal gravity value computed on the
 SY0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0208.degrees latitude (g = 980.6199 gals.).
 SY0208
 SY0208.The modeled gravity was interpolated from observed gravity values.
 SY0208
 SY0208;                    North         East    Units  Estimated Accuracy
 SY0208;SPC WA N     -    77,220.      406,770.      MT  (+/- 180 meters Scaled)
 SY0208
 SY0208                          SUPERSEDED SURVEY CONTROL
 SY0208
 SY0208  NGVD 29 (??/??/??)   66.409  (m)          217.88   (f) ADJUSTED    1 2
 SY0208
 SY0208.Superseded values are not recommended for survey control.
 SY0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0208.See file dsdata.txt to determine how the superseded data were derived.
 SY0208
 SY0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET693820(NAD 83)
 SY0208_MARKER: DB = BENCH MARK DISK
 SY0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0208_STAMPING: E 385 1959
 SY0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0208+STABILITY: SURFACE MOTION
 SY0208
 SY0208  HISTORY     - Date     Condition        Report By
 SY0208  HISTORY     - 1959     MONUMENTED       CGS
 SY0208  HISTORY     - 1970     GOOD             NGS
 SY0208  HISTORY     - 1978     MARK NOT FOUND   USGS
 SY0208  HISTORY     - 20030315 MARK NOT FOUND   USPSQD
 SY0208
 SY0208                          STATION DESCRIPTION
 SY0208
 SY0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 SY0208'2.65 MI NE FROM REDMOND.
 SY0208'1.5 MILES NORTHEAST ALONG AVONDALE WAY NE FROM ITS INTERSECTION WITH
 SY0208'STATE HIGHWAY 522 IN REDMOND, THEN 0.95 MILE EAST ALONG NAVELTY HILL
 SY0208'ROAD, 0.55 MILE EAST OF THE INTERSECTION OF NOVELTY HILL ROAD AND
 SY0208'REDMOND ROAD, AT A Y-JUNCTION OF A GRAVEL DRIVEWAY LEADING RIGHT,
 SY0208'DOWNHILL, ACROSS THE ROAD FROM A 15-FOOT HIGH CUT BANK, 27 FEET
 SY0208'SOUTHEAST OF THE CENTER OF NOVELTY HILL ROAD AT JUNCTION OF DRIVEWAY,
 SY0208'14 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 3 1/2 FEET EAST OF A
 SY0208'POWER POLE WITH A TRANSFORMER, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 SY0208'AND 2 FEET SOUTH EAST OF A METAL WITNESS POST, A STANDARD DISK SET IN
 SY0208'A CONCRETE POST WHICH PROJECTS 3 INCHES AND IS ABOUT LEVEL WITH THE
 SY0208'ROAD.  1/4, SEC 5, T 25N, R 6E.
 SY0208
 SY0208                          STATION RECOVERY (1978)
 SY0208
 SY0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SY0208'MARK NOT FOUND.
 SY0208
 SY0208                          STATION RECOVERY (2003)
 SY0208
 SY0208'RECOVERY NOTE BY US POWER SQUADRON 2003 (KL)
 SY0208'WITNESS POST LOCATED BUT LAYING ON GROUND.  ROAD APPEARS TO HAVE
 SY0208'UNDERGONE REGRADING.  DUG DOWN APPROX 1 FOOT AT LOCATION BUT DID NOT
 SY0208'FIND DISC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0647 ***********************************************************************
 SX0647  DESIGNATION -  E 386
 SX0647  PID         -  SX0647
 SX0647  STATE/COUNTY-  WA/SNOHOMISH
 SX0647  USGS QUAD   -  BARING (1982)
 SX0647
 SX0647                         *CURRENT SURVEY CONTROL
 SX0647  ___________________________________________________________________
 SX0647* NAD 83(1986)-  47 51 46.     (N)    121 29 29.     (W)     SCALED    
 SX0647* NAVD 88     -       265.890  (meters)     872.34   (feet)  ADJUSTED  
 SX0647  ___________________________________________________________________
 SX0647  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 SX0647  DYNAMIC HT  -         265.908 (meters)     872.40  (feet)  COMP
 SX0647  MODELED GRAV-     980,672.6   (mgal)                       NAVD 88
 SX0647
 SX0647  VERT ORDER  -  SECOND    CLASS 0
 SX0647
 SX0647.The horizontal coordinates were scaled from a topographic map and have
 SX0647.an estimated accuracy of +/- 6 seconds.
 SX0647
 SX0647.The orthometric height was determined by differential leveling
 SX0647.and adjusted by the National Geodetic Survey in June 1991..
 SX0647
 SX0647.The geoid height was determined by GEOID03.
 SX0647
 SX0647.The dynamic height is computed by dividing the NAVD 88
 SX0647.geopotential number by the normal gravity value computed on the
 SX0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0647.degrees latitude (g = 980.6199 gals.).
 SX0647
 SX0647.The modeled gravity was interpolated from observed gravity values.
 SX0647
 SX0647;                    North         East    Units  Estimated Accuracy
 SX0647;SPC WA N     -    96,140.      450,770.      MT  (+/- 180 meters Scaled)
 SX0647
 SX0647                          SUPERSEDED SURVEY CONTROL
 SX0647
 SX0647  NGVD 29 (??/??/92)  264.690  (m)          868.40   (f) ADJ UNCH    2 0
 SX0647
 SX0647.Superseded values are not recommended for survey control.
 SX0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0647.See file dsdata.txt to determine how the superseded data were derived.
 SX0647
 SX0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFU128021(NAD 83)
 SX0647_MARKER: DB = BENCH MARK DISK
 SX0647_SETTING: 66 = SET IN ROCK OUTCROP
 SX0647_SP_SET: OUTCROP
 SX0647_STAMPING: E 386 1959
 SX0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0647+STABILITY: POSITION/ELEVATION WELL
 SX0647
 SX0647  HISTORY     - Date     Condition        Report By
 SX0647  HISTORY     - 1959     MONUMENTED       CGS
 SX0647  HISTORY     - 1982     GOOD             NGS
 SX0647  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SX0647  HISTORY     - 20020114 MARK NOT FOUND   NGS
 SX0647
 SX0647                          STATION DESCRIPTION
 SX0647
 SX0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SX0647'5.15 MI NE FROM INDEX.
 SX0647'0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0647'INDEX, THENCE 4.95 MILES NORTHEAST ALONG AN ASPHALT AND GRAVEL ROAD,
 SX0647'0.15 MILE SOUTHWEST OF A WOODEN BRIDGE OVER TROUT CREEK, IN TOP OF A
 SX0647'LEDGE OF GRANITE OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND,
 SX0647'19 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 80 FEET NORTHEAST OF
 SX0647'THE SUMMIT OF A GRADE, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 SX0647
 SX0647                          STATION RECOVERY (1982)
 SX0647
 SX0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0647'RECOVERED IN GOOD CONDITION.
 SX0647
 SX0647                          STATION RECOVERY (1988)
 SX0647
 SX0647'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0647'MARK NOT FOUND.
 SX0647
 SX0647                          STATION RECOVERY (2002)
 SX0647
 SX0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 SX0647'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1631 ***********************************************************************
 SX1631  DESIGNATION -  E 386 RESET
 SX1631  PID         -  SX1631
 SX1631  STATE/COUNTY-  WA/KING
 SX1631  USGS QUAD   -  BARING (1982)
 SX1631
 SX1631                         *CURRENT SURVEY CONTROL
 SX1631  ___________________________________________________________________
 SX1631* NAD 83(1986)-  47 51 46.     (N)    121 29 29.     (W)     SCALED    
 SX1631* NAVD 88     -       260.86   (meters)     855.8    (feet)  RESET     
 SX1631  ___________________________________________________________________
 SX1631  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 SX1631
 SX1631  VERT ORDER  -  THIRD
 SX1631
 SX1631.The horizontal coordinates were scaled from a topographic map and have
 SX1631.an estimated accuracy of +/- 6 seconds.
 SX1631
 SX1631.The orthometric height was computed from unverified reset data.
 SX1631.No vertical observational check was made to the station.
 SX1631
 SX1631.The geoid height was determined by GEOID03.
 SX1631
 SX1631;                    North         East    Units  Estimated Accuracy
 SX1631;SPC WA N     -    96,140.      450,770.      MT  (+/- 180 meters Scaled)
 SX1631
 SX1631                          SUPERSEDED SURVEY CONTROL
 SX1631
 SX1631  NGVD 29 (12/17/02)  259.66   (m)          851.9    (f) RESET       3  
 SX1631
 SX1631.Superseded values are not recommended for survey control.
 SX1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1631.See file dsdata.txt to determine how the superseded data were derived.
 SX1631
 SX1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFU128021(NAD 83)
 SX1631_MARKER: DB = BENCH MARK DISK
 SX1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1631_SP_SET: CONCRETE POST
 SX1631_STAMPING: E 386 RESET 1982
 SX1631_MARK LOGO: NGS   
 SX1631_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1631+STABILITY: SURFACE MOTION
 SX1631
 SX1631  HISTORY     - Date     Condition        Report By
 SX1631  HISTORY     - 1982     MONUMENTED       NGS
 SX1631
 SX1631                          STATION DESCRIPTION
 SX1631
 SX1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX1631'0.32 KM (0.20 MI) EAST ALONG THE BURLINGTON NORTHERN RAILWAY TO AN
 SX1631'OVERPASS, THENCE 7.89 KM (4.90 MI) NORTH ALONG A SURFACED ROAD TO THE
 SX1631'MARK ON THE LEFT AT THE SOUTH END OF A CUT, 11.3 M (37.1 FT) WEST OF
 SX1631'THE CENTER OF THE ROAD, 2.1 M (6.9 FT) SOUTHEAST OF A 16-INCH FIR
 SX1631'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0073 ***********************************************************************
 SX0073  DESIGNATION -  E 387
 SX0073  PID         -  SX0073
 SX0073  STATE/COUNTY-  WA/DOUGLAS
 SX0073  USGS QUAD   -  ENTIAT (1987)
 SX0073
 SX0073                         *CURRENT SURVEY CONTROL
 SX0073  ___________________________________________________________________
 SX0073* NAD 83(1986)-  47 38 49.     (N)    120 09 02.     (W)     SCALED    
 SX0073* NAVD 88     -       712.622  (meters)    2337.99   (feet)  ADJUSTED  
 SX0073  ___________________________________________________________________
 SX0073  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 SX0073  DYNAMIC HT  -         712.654 (meters)    2338.10  (feet)  COMP
 SX0073  MODELED GRAV-     980,633.0   (mgal)                       NAVD 88
 SX0073
 SX0073  VERT ORDER  -  SECOND    CLASS 0
 SX0073
 SX0073.The horizontal coordinates were scaled from a topographic map and have
 SX0073.an estimated accuracy of +/- 6 seconds.
 SX0073
 SX0073.The orthometric height was determined by differential leveling
 SX0073.and adjusted by the National Geodetic Survey in June 1991..
 SX0073
 SX0073.The geoid height was determined by GEOID03.
 SX0073
 SX0073.The dynamic height is computed by dividing the NAVD 88
 SX0073.geopotential number by the normal gravity value computed on the
 SX0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0073.degrees latitude (g = 980.6199 gals.).
 SX0073
 SX0073.The modeled gravity was interpolated from observed gravity values.
 SX0073
 SX0073;                    North         East    Units  Estimated Accuracy
 SX0073;SPC WA N     -    72,160.      551,300.      MT  (+/- 180 meters Scaled)
 SX0073
 SX0073                          SUPERSEDED SURVEY CONTROL
 SX0073
 SX0073  NGVD 29 (??/??/92)  711.448  (m)         2334.14   (f) ADJ UNCH    2 0
 SX0073
 SX0073.Superseded values are not recommended for survey control.
 SX0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0073.See file dsdata.txt to determine how the superseded data were derived.
 SX0073
 SX0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT139809(NAD 83)
 SX0073_MARKER: DB = BENCH MARK DISK
 SX0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0073_STAMPING: E 387 1959
 SX0073_MARK LOGO: CGS   
 SX0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0073+STABILITY: SURFACE MOTION
 SX0073
 SX0073  HISTORY     - Date     Condition        Report By
 SX0073  HISTORY     - 1959     MONUMENTED       CGS
 SX0073  HISTORY     - 1968     GOOD             USGS
 SX0073  HISTORY     - 1982     GOOD             NGS
 SX0073
 SX0073                          STATION DESCRIPTION
 SX0073
 SX0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SX0073'4.85 MI W FROM WATERVILLE.
 SX0073'4.85 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 SX0073'WATERVILLE, AT THE APPROXIMATE CENTER OF A HORSESHOE CURVE, 28 1/2
 SX0073'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET SOUTHWEST OF
 SX0073'A FENCE CORNER, 18 FEET WEST OF THE SOUTHWEST END OF A GUARDRAIL, 0.6
 SX0073'FOOT NORTHWEST OF A FENCE, 1.1 FEET NORTHWEST OF A WITNESS POST, ABOUT
 SX0073'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SX0073'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SX0073
 SX0073                          STATION RECOVERY (1968)
 SX0073
 SX0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 SX0073'RECOVERED IN GOOD CONDITION.
 SX0073
 SX0073                          STATION RECOVERY (1982)
 SX0073
 SX0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0861 ***********************************************************************
 SW0861  DESIGNATION -  E 388
 SW0861  PID         -  SW0861
 SW0861  STATE/COUNTY-  WA/DOUGLAS
 SW0861  USGS QUAD   -  JAMESON LAKE SW (1965)
 SW0861
 SW0861                         *CURRENT SURVEY CONTROL
 SW0861  ___________________________________________________________________
 SW0861* NAD 83(1998)-  47 36 45.76093(N)    119 44 53.62620(W)     ADJUSTED  
 SW0861* NAVD 88     -       762.361  (meters)    2501.18   (feet)  ADJUSTED  
 SW0861  ___________________________________________________________________
 SW0861  X           -  -2,137,645.529 (meters)                     COMP
 SW0861  Y           -  -3,740,372.248 (meters)                     COMP
 SW0861  Z           -   4,688,503.451 (meters)                     COMP
 SW0861  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 SW0861  ELLIP HEIGHT-         742.86  (meters)          (07/05/01) GPS OBS
 SW0861  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 SW0861  DYNAMIC HT  -         762.386 (meters)    2501.26  (feet)  COMP
 SW0861  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 SW0861
 SW0861  HORZ ORDER  -  FIRST
 SW0861  VERT ORDER  -  SECOND    CLASS 0
 SW0861  ELLP ORDER  -  FOURTH    CLASS II
 SW0861
 SW0861.The horizontal coordinates were established by GPS observations
 SW0861.and adjusted by the National Geodetic Survey in July 2001..
 SW0861.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW0861.DATUM ITEM on the data sheet items page.
 SW0861
 SW0861.The orthometric height was determined by differential leveling
 SW0861.and adjusted by the National Geodetic Survey in June 1991..
 SW0861
 SW0861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW0861
 SW0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0861
 SW0861.The ellipsoidal height was determined by GPS observations
 SW0861.and is referenced to NAD 83.
 SW0861
 SW0861.The geoid height was determined by GEOID03.
 SW0861
 SW0861.The dynamic height is computed by dividing the NAVD 88
 SW0861.geopotential number by the normal gravity value computed on the
 SW0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0861.degrees latitude (g = 980.6199 gals.).
 SW0861
 SW0861.The modeled gravity was interpolated from observed gravity values.
 SW0861
 SW0861;                    North         East     Units Scale Factor Converg.
 SW0861;SPC WA N     -    68,697.590   581,576.197   MT  0.99998088   +0 48 28.4
 SW0861;SPC WA N     -   225,385.34  1,908,054.57   sFT  0.99998088   +0 48 28.4
 SW0861;UTM  11      - 5,276,915.911   293,471.925   MT  1.00012419   -2 01 50.1
 SW0861
 SW0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0861!SPC WA N     -   0.99988358  x   0.99998088  =   0.99986446
 SW0861!UTM  11      -   0.99988358  x   1.00012419  =   1.00000775
 SW0861
 SW0861                          SUPERSEDED SURVEY CONTROL
 SW0861
 SW0861  NAD 83(1991)-  47 36 45.75971(N)    119 44 53.62618(W) AD(       ) 1
 SW0861  ELLIP H (01/21/94)  742.98   (m)                       GP(       ) 4 1
 SW0861  NAVD 88 (01/21/94)  762.36   (m)         2501.2    (f) LEVELING    3  
 SW0861  NGVD 29 (??/??/92)  761.178  (m)         2497.30   (f) ADJ UNCH    2 0
 SW0861
 SW0861.Superseded values are not recommended for survey control.
 SW0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0861.See file dsdata.txt to determine how the superseded data were derived.
 SW0861
 SW0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9347276916(NAD 83)
 SW0861_MARKER: DB = BENCH MARK DISK
 SW0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0861_SP_SET: CONCRETE POST
 SW0861_STAMPING: E 388 1959
 SW0861_MARK LOGO: CGS   
 SW0861_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW0861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0861+STABILITY: POSITION/ELEVATION WELL
 SW0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW0861+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 SW0861
 SW0861  HISTORY     - Date     Condition        Report By
 SW0861  HISTORY     - 1959     MONUMENTED       CGS
 SW0861  HISTORY     - 1979     MARK NOT FOUND   NGS
 SW0861  HISTORY     - 19810317 GOOD             NGS
 SW0861  HISTORY     - 19930505 GOOD             DCPW
 SW0861
 SW0861                          STATION DESCRIPTION
 SW0861
 SW0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SW0861'3.1 MI E FROM FARMER.
 SW0861'3.1 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AND STORE AT
 SW0861'FARMER, AT THE OFF-SET INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, AT
 SW0861'THE CROSSING OF A POWER LINE, 35 FEET NORTH OF THE CENTER LINE OF THE
 SW0861'HIGHWAY, 187 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD NORTH, 27
 SW0861'FEET EAST OF THE EXTENDED CENTER LINE OF THE GRAVEL ROAD SOUTH, 6 FEET
 SW0861'SOUTHWEST OF THE NORTH END OF A 30-INCH PIPE CULVERT, 2 1/2 FEET SOUTH
 SW0861'OF A POWER POLE SUPPORTING A TRANSFORMER, 1.3 FEET NORTH OF A WITNESS
 SW0861'POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SW0861'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SW0861
 SW0861                          STATION RECOVERY (1979)
 SW0861
 SW0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SW0861'THE HIGHWAY HAS BEEN WIDENED AT THIS POINT.
 SW0861
 SW0861                          STATION RECOVERY (1981)
 SW0861
 SW0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0861'RECOVERED IN GOOD CONDITION.
 SW0861
 SW0861                          STATION RECOVERY (1993)
 SW0861
 SW0861'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW0861'THE STATION IS APPROXIMATELY 12 MI (19.3 KM) EAST OF DOUGLAS, WA, 6.5
 SW0861'MI (10.5 KM) SE OF WITHROW, WA, AND 15 MI (24.1 KM) NNE OF PALISADES,
 SW0861'WA, IN THE SW 1/4 OF SECTION 31, T25N, R25E, DOUGLAS COUNTY, WA.
 SW0861'TO REACH STATION FROM THE POST OFFICE AND GENERAL STORE IN DOUGLAS,
 SW0861'WA, DRIVE SOUTH AND EAST ALONG HIGHWAY 2 12.41 MI (19.97 KM) TO THE
 SW0861'INTERSECTION OF DIVISION, A N-S PAVED ROAD. CONTINUE NORTH ON
 SW0861'DIVISION 0.25 MI (0.40 KM) TO THE INTERSECTION OF BASELINE, A GRAVEL
 SW0861'ROAD TO THE EAST. CONTINUE EAST ON BASELINE APPROXIMATELY 175 FT
 SW0861'(53.3 M) TO STATION 35 FT (10.7 M) NORTH OF AND 2 FT (0.6 M) LOWER
 SW0861'THAN THE CENTERLINE OF THE GRAVEL ROAD, 6.5 FT (2.0 M) S32W OF THE
 SW0861'EAST END OF A 2.5 FT (0.8 M) DIAMETER CONCRETE CULVERT, AND 1.0 FT
 SW0861'(0.3 M) SOUTH OF TWO STEEL POSTS EACH WITH WHITE WITNESS SIGNS.
 SW0861'THE STATION IS A 3.5 INCH CGS BRASS CAP STAMPED -E 388 1959- SET IN
 SW0861'THE TOP OF A 1.0 FT (0.3 M) DIAMETER CONCRETE CYLINDER, FLUSH WITH
 SW0861'THE SURROUNDING DIRT SURFACE.
 SW0861'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SW0861'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1066 ***********************************************************************
 SW1066  DESIGNATION -  E 388 RESET
 SW1066  PID         -  SW1066
 SW1066  STATE/COUNTY-  WA/DOUGLAS
 SW1066  USGS QUAD   -  JAMESON LAKE SW (1965)
 SW1066
 SW1066                         *CURRENT SURVEY CONTROL
 SW1066  ___________________________________________________________________
 SW1066* NAD 83(1986)-  47 36 45.     (N)    119 44 53.     (W)     SCALED    
 SW1066* NAVD 88     -       764.05   (meters)    2506.7    (feet)  RESET     
 SW1066  ___________________________________________________________________
 SW1066  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 SW1066
 SW1066  VERT ORDER  -  THIRD
 SW1066
 SW1066.The horizontal coordinates were scaled from a topographic map and have
 SW1066.an estimated accuracy of +/- 6 seconds.
 SW1066
 SW1066.The orthometric height was computed from unverified reset data.
 SW1066.No vertical observational check was made to the station.
 SW1066
 SW1066.The geoid height was determined by GEOID03.
 SW1066
 SW1066;                    North         East    Units  Estimated Accuracy
 SW1066;SPC WA N     -    68,670.      581,590.      MT  (+/- 180 meters Scaled)
 SW1066
 SW1066                          SUPERSEDED SURVEY CONTROL
 SW1066
 SW1066  NGVD 29 (12/17/02)  762.86   (m)         2502.8    (f) RESET       3  
 SW1066
 SW1066.Superseded values are not recommended for survey control.
 SW1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1066.See file dsdata.txt to determine how the superseded data were derived.
 SW1066
 SW1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN934768(NAD 83)
 SW1066_MARKER: DB = BENCH MARK DISK
 SW1066_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SW1066_SP_SET: SCALE FOOTING
 SW1066_STAMPING: E 388 RESET 1981
 SW1066_MARK LOGO: NGS   
 SW1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1066+STABILITY: SURFACE MOTION
 SW1066
 SW1066  HISTORY     - Date     Condition        Report By
 SW1066  HISTORY     - UNK      MONUMENTED
 SW1066  HISTORY     - 19811028 GOOD             NGS
 SW1066
 SW1066                          STATION DESCRIPTION
 SW1066
 SW1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW1066'12.6 MILES (20.3 KM) EAST ALONG US HIGHWAY 2 FROM THE RAILROAD
 SW1066'CROSSING IN DOUGLAS TO A CROSSROAD, N-S DIVISION, THENCE NORTH ON N-S
 SW1066'DIVISION FOR 0.2 MILE (0.3 KM) TO A SIDE ROAD RIGHT, W BASELINE ROAD
 SW1066'AND THE MARK ON THE SOUTHEAST ANGLE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0075 ***********************************************************************
 TQ0075  DESIGNATION -  E 389
 TQ0075  PID         -  TQ0075
 TQ0075  STATE/COUNTY-  WA/OKANOGAN
 TQ0075  USGS QUAD   -  TWISP EAST (1969)
 TQ0075
 TQ0075                         *CURRENT SURVEY CONTROL
 TQ0075  ___________________________________________________________________
 TQ0075* NAD 83(1986)-  48 18 23.     (N)    120 03 12.     (W)     SCALED    
 TQ0075* NAVD 88     -       451.491  (meters)    1481.27   (feet)  ADJUSTED  
 TQ0075  ___________________________________________________________________
 TQ0075  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TQ0075  DYNAMIC HT  -         451.546 (meters)    1481.45  (feet)  COMP
 TQ0075  MODELED GRAV-     980,718.9   (mgal)                       NAVD 88
 TQ0075
 TQ0075  VERT ORDER  -  SECOND    CLASS 0
 TQ0075
 TQ0075.The horizontal coordinates were scaled from a topographic map and have
 TQ0075.an estimated accuracy of +/- 6 seconds.
 TQ0075
 TQ0075.The orthometric height was determined by differential leveling
 TQ0075.and adjusted by the National Geodetic Survey in June 1991..
 TQ0075
 TQ0075.The geoid height was determined by GEOID03.
 TQ0075
 TQ0075.The dynamic height is computed by dividing the NAVD 88
 TQ0075.geopotential number by the normal gravity value computed on the
 TQ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0075.degrees latitude (g = 980.6199 gals.).
 TQ0075
 TQ0075.The modeled gravity was interpolated from observed gravity values.
 TQ0075
 TQ0075;                    North         East    Units  Estimated Accuracy
 TQ0075;SPC WA N     -   145,540.      557,860.      MT  (+/- 180 meters Scaled)
 TQ0075
 TQ0075                          SUPERSEDED SURVEY CONTROL
 TQ0075
 TQ0075  NGVD 29 (??/??/92)  450.260  (m)         1477.23   (f) ADJ UNCH    2 0
 TQ0075
 TQ0075.Superseded values are not recommended for survey control.
 TQ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0075.See file dsdata.txt to determine how the superseded data were derived.
 TQ0075
 TQ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU184545(NAD 83)
 TQ0075_MARKER: DB = BENCH MARK DISK
 TQ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0075_SP_SET: CONCRETE POST
 TQ0075_STAMPING: E 389 1959
 TQ0075_MARK LOGO: CGS   
 TQ0075_PROJECTION: FLUSH
 TQ0075_MAGNETIC: N = NO MAGNETIC MATERIAL
 TQ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0075+STABILITY: SURFACE MOTION
 TQ0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TQ0075+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 TQ0075
 TQ0075  HISTORY     - Date     Condition        Report By
 TQ0075  HISTORY     - 1959     MONUMENTED       CGS
 TQ0075  HISTORY     - 1982     GOOD             NGS
 TQ0075  HISTORY     - 19920827 GOOD             NGS
 TQ0075
 TQ0075                          STATION DESCRIPTION
 TQ0075
 TQ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TQ0075'5.15 MI NE FROM CARLTON.
 TQ0075'5.15 MILES NORTHEAST ALONG STATE HIGHWAY 153 FROM THE POST OFFICE AND
 TQ0075'STORE AT CARLTON, 5.6 MILES SOUTHEAST OF TWISP, AT THE CROSSING OF A
 TQ0075'POWER LINE, 34 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A
 TQ0075'GRAVEL ROAD EAST AND A DIRT DRIVEWAY WEST, 33 FEET WEST OF THE CENTER
 TQ0075'LINE OF THE HIGHWAY, 16 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY,
 TQ0075'6 FEET NORTHEAST OF POWER POLE R 04792 SUPPORTING A TRANSFORMER, 2
 TQ0075'FEET NORTHWEST OF A FENCE CORNER, 1.4 FEET NORTH OF A FENCE, 1.7 FEET
 TQ0075'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 TQ0075'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 TQ0075
 TQ0075                          STATION RECOVERY (1982)
 TQ0075
 TQ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0075'RECOVERED IN GOOD CONDITION. NOTE--HIGHWAY 16 IS NOW HIGHWAY 153.
 TQ0075'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 TQ0075'THE MARK IS 0.4 M BELOW THE HIGHWAY CENTERLINE.
 TQ0075
 TQ0075                          STATION RECOVERY (1992)
 TQ0075
 TQ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TQ0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1110 ***********************************************************************
 RZ1110  DESIGNATION -  E 39
 RZ1110  PID         -  RZ1110
 RZ1110  STATE/COUNTY-  WA/COLUMBIA
 RZ1110  USGS QUAD   -  TUCANNON (1967)
 RZ1110
 RZ1110                         *CURRENT SURVEY CONTROL
 RZ1110  ___________________________________________________________________
 RZ1110* NAD 83(1986)-  46 27 45.     (N)    117 57 36.     (W)     SCALED    
 RZ1110* NAVD 88     -       338.539  (meters)    1110.69   (feet)  ADJUSTED  
 RZ1110  ___________________________________________________________________
 RZ1110  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 RZ1110  DYNAMIC HT  -         338.534 (meters)    1110.67  (feet)  COMP
 RZ1110  MODELED GRAV-     980,591.1   (mgal)                       NAVD 88
 RZ1110
 RZ1110  VERT ORDER  -  FIRST     CLASS I
 RZ1110
 RZ1110.The horizontal coordinates were scaled from a topographic map and have
 RZ1110.an estimated accuracy of +/- 6 seconds.
 RZ1110
 RZ1110.The orthometric height was determined by differential leveling
 RZ1110.and adjusted by the National Geodetic Survey in June 1991..
 RZ1110
 RZ1110.The geoid height was determined by GEOID03.
 RZ1110
 RZ1110.The dynamic height is computed by dividing the NAVD 88
 RZ1110.geopotential number by the normal gravity value computed on the
 RZ1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1110.degrees latitude (g = 980.6199 gals.).
 RZ1110
 RZ1110.The modeled gravity was interpolated from observed gravity values.
 RZ1110
 RZ1110;                    North         East    Units  Estimated Accuracy
 RZ1110;SPC WA S     -   128,650.      695,060.      MT  (+/- 180 meters Scaled)
 RZ1110
 RZ1110                          SUPERSEDED SURVEY CONTROL
 RZ1110
 RZ1110  NGVD 29 (??/??/92)  337.567  (m)         1107.50   (f) ADJ UNCH    1 1
 RZ1110
 RZ1110.Superseded values are not recommended for survey control.
 RZ1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1110.See file dsdata.txt to determine how the superseded data were derived.
 RZ1110
 RZ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM262458(NAD 83)
 RZ1110_MARKER: DB = BENCH MARK DISK
 RZ1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1110_STAMPING: E 39 1933
 RZ1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1110+STABILITY: SURFACE MOTION
 RZ1110
 RZ1110  HISTORY     - Date     Condition        Report By
 RZ1110  HISTORY     - 1968     MONUMENTED       CGS
 RZ1110  HISTORY     - 1968     GOOD             NGS
 RZ1110
 RZ1110                          STATION DESCRIPTION
 RZ1110
 RZ1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ1110'11.2 MI N FROM DAYTON.
 RZ1110'11.2 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT DAYTON,
 RZ1110'IN R39E T11N, SECTION 5, 0.3 MILE SOUTH OF MILEPOST 379, AT THE
 RZ1110'JUNCTION OF A FIELD ENTRANCE ROAD WEST, 30 FEET WEST OF THE CENTER
 RZ1110'LINE OF THE HIGHWAY, 19 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RZ1110'24.5 FEET EAST OF A FENCE, 10.0 FEET WEST OF THE SOUTH END OF A
 RZ1110'12-INCH PIPE CULVERT UNDER THE ROAD, 68 FEET SOUTH OF THE SOUTH END OF
 RZ1110'THE WEST HEADWALL OF A HIGHWAY CULVERT, 1.0 FOOT SOUTH OF A WITNESS
 RZ1110'POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RZ1110'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0590 ***********************************************************************
 TP0590  DESIGNATION -  E 390
 TP0590  PID         -  TP0590
 TP0590  STATE/COUNTY-  WA/OKANOGAN
 TP0590  USGS QUAD   -  PATEROS (1992)
 TP0590
 TP0590                         *CURRENT SURVEY CONTROL
 TP0590  ___________________________________________________________________
 TP0590* NAD 83(1986)-  48 02 45.     (N)    119 54 55.     (W)     SCALED    
 TP0590* NAVD 88     -       241.131  (meters)     791.11   (feet)  ADJUSTED  
 TP0590  ___________________________________________________________________
 TP0590  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 TP0590  DYNAMIC HT  -         241.166 (meters)     791.23  (feet)  COMP
 TP0590  MODELED GRAV-     980,751.4   (mgal)                       NAVD 88
 TP0590
 TP0590  VERT ORDER  -  SECOND    CLASS 0
 TP0590
 TP0590.The horizontal coordinates were scaled from a topographic map and have
 TP0590.an estimated accuracy of +/- 6 seconds.
 TP0590
 TP0590.The orthometric height was determined by differential leveling
 TP0590.and adjusted by the National Geodetic Survey in June 1991..
 TP0590
 TP0590.The geoid height was determined by GEOID03.
 TP0590
 TP0590.The dynamic height is computed by dividing the NAVD 88
 TP0590.geopotential number by the normal gravity value computed on the
 TP0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0590.degrees latitude (g = 980.6199 gals.).
 TP0590
 TP0590.The modeled gravity was interpolated from observed gravity values.
 TP0590
 TP0590;                    North         East    Units  Estimated Accuracy
 TP0590;SPC WA N     -   116,690.      568,440.      MT  (+/- 180 meters Scaled)
 TP0590
 TP0590                          SUPERSEDED SURVEY CONTROL
 TP0590
 TP0590  NGVD 29 (??/??/92)  239.900  (m)          787.07   (f) ADJ UNCH    2 0
 TP0590
 TP0590.Superseded values are not recommended for survey control.
 TP0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0590.See file dsdata.txt to determine how the superseded data were derived.
 TP0590
 TP0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP827255(NAD 83)
 TP0590_MARKER: DB = BENCH MARK DISK
 TP0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0590_SP_SET: CONCRETE POST
 TP0590_STAMPING: E 390 1959
 TP0590_MARK LOGO: CGS   
 TP0590_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0590+STABILITY: SURFACE MOTION
 TP0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP0590+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 TP0590
 TP0590  HISTORY     - Date     Condition        Report By
 TP0590  HISTORY     - 1959     MONUMENTED       CGS
 TP0590  HISTORY     - 1982     MARK NOT FOUND   NGS
 TP0590  HISTORY     - 19920827 GOOD             NGS
 TP0590
 TP0590                          STATION DESCRIPTION
 TP0590
 TP0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0590'0.65 MI W FROM PATEROS.
 TP0590'0.65 MILE WEST ALONG STATE HIGHWAY 153 FROM THE JUNCTION OF U.S.
 TP0590'HIGHWAY 97 AT PATEROS, AT THE CROSSING OF A POWER LINE, AT THE T
 TP0590'JUNCTION OF A TRACK ROAD SOUTH, 74 FEET SOUTH OF THE CENTER LINE OF
 TP0590'THE HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, 1 POLE
 TP0590'WEST OF A POWER POLE SUPPORTING THREE TRANSFORMERS, 8 FEET SOUTHWEST
 TP0590'OF A FENCE CORNER, 3.0 FEET SOUTH OF A FENCE, 1 1/2 FEET NORTHWEST OF
 TP0590'A POWER POLE WITH THREE GUY WIRES, 1.7 FEET SOUTH OF A WITNESS POST,
 TP0590'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TP0590'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 TP0590
 TP0590                          STATION RECOVERY (1982)
 TP0590
 TP0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0590'NOT RECOVERED.
 TP0590
 TP0590                          STATION RECOVERY (1992)
 TP0590
 TP0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TP0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0020 ***********************************************************************
 TQ0020  DESIGNATION -  E 391
 TQ0020  PID         -  TQ0020
 TQ0020  STATE/COUNTY-  WA/OKANOGAN
 TQ0020  USGS QUAD   -  PEARRYGIN PEAK (1991)
 TQ0020
 TQ0020                         *CURRENT SURVEY CONTROL
 TQ0020  ___________________________________________________________________
 TQ0020* NAD 83(1986)-  48 36 46.     (N)    120 00 16.     (W)     SCALED    
 TQ0020* NAVD 88     -      1406.788  (meters)    4615.44   (feet)  ADJUSTED  
 TQ0020  ___________________________________________________________________
 TQ0020  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TQ0020  DYNAMIC HT  -        1406.745 (meters)    4615.30  (feet)  COMP
 TQ0020  MODELED GRAV-     980,530.0   (mgal)                       NAVD 88
 TQ0020
 TQ0020  VERT ORDER  -  SECOND    CLASS 0
 TQ0020
 TQ0020.The horizontal coordinates were scaled from a topographic map and have
 TQ0020.an estimated accuracy of +/- 6 seconds.
 TQ0020
 TQ0020.The orthometric height was determined by differential leveling
 TQ0020.and adjusted by the National Geodetic Survey in June 1991..
 TQ0020
 TQ0020.The geoid height was determined by GEOID03.
 TQ0020
 TQ0020.The dynamic height is computed by dividing the NAVD 88
 TQ0020.geopotential number by the normal gravity value computed on the
 TQ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0020.degrees latitude (g = 980.6199 gals.).
 TQ0020
 TQ0020.The modeled gravity was interpolated from observed gravity values.
 TQ0020
 TQ0020;                    North         East    Units  Estimated Accuracy
 TQ0020;SPC WA N     -   179,650.      561,120.      MT  (+/- 180 meters Scaled)
 TQ0020
 TQ0020                          SUPERSEDED SURVEY CONTROL
 TQ0020
 TQ0020  NGVD 29 (??/??/92) 1405.399  (m)         4610.88   (f) ADJ UNCH    2 0
 TQ0020
 TQ0020.Superseded values are not recommended for survey control.
 TQ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0020.See file dsdata.txt to determine how the superseded data were derived.
 TQ0020
 TQ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU207887(NAD 83)
 TQ0020_MARKER: DB = BENCH MARK DISK
 TQ0020_SETTING: 80 = SET IN A BOULDER
 TQ0020_SP_SET: BOULDER
 TQ0020_STAMPING: E 391 4611 1959
 TQ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0020+STABILITY: SURFACE MOTION
 TQ0020
 TQ0020  HISTORY     - Date     Condition        Report By
 TQ0020  HISTORY     - 1959     MONUMENTED       CGS
 TQ0020  HISTORY     - 1966     GOOD             NGS
 TQ0020  HISTORY     - 19881115 GOOD             USGS
 TQ0020
 TQ0020                          STATION DESCRIPTION
 TQ0020
 TQ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TQ0020'17.85 MI NE FROM WINTHROP.
 TQ0020'THE DISK IS SET IN THE SOUTHEASTERN EDGE OF A FLAT BOULDER WITH 3 FEET
 TQ0020'OF THE SOUTHEAST SIDE EXPOSED. A BOULDER 3 FEET IN DIAMETER AND 4 FEET
 TQ0020'HIGH SETS AGAINST THE EAST SIDE OF THIS FLAT ROCK.  THE NORTHWEST EDGE
 TQ0020'OF THE NEW ROAD WILL BE ABOUT 20 FEET SOUTHEAST OF THE MARK. THE MARK
 TQ0020'IS ABOUT 7 FEET HIGHER THAN THE ROAD.  SURVEY FOR NEW ROAD SHOWS THE
 TQ0020'MARK TO BE 4750 FEET FROM C 391.
 TQ0020
 TQ0020                          STATION RECOVERY (1988)
 TQ0020
 TQ0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (RWH)
 TQ0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0637 ***********************************************************************
 SX0637  DESIGNATION -  E 392
 SX0637  PID         -  SX0637
 SX0637  STATE/COUNTY-  WA/SNOHOMISH
 SX0637  USGS QUAD   -  MONTE CRISTO (1982)
 SX0637
 SX0637                         *CURRENT SURVEY CONTROL
 SX0637  ___________________________________________________________________
 SX0637* NAD 83(1986)-  47 57 45.     (N)    121 24 00.     (W)     SCALED    
 SX0637* NAVD 88     -      1007.337  (meters)    3304.90   (feet)  ADJUSTED  
 SX0637  ___________________________________________________________________
 SX0637  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 SX0637  DYNAMIC HT  -        1007.387 (meters)    3305.07  (feet)  COMP
 SX0637  MODELED GRAV-     980,626.0   (mgal)                       NAVD 88
 SX0637
 SX0637  VERT ORDER  -  SECOND    CLASS 0
 SX0637
 SX0637.The horizontal coordinates were scaled from a topographic map and have
 SX0637.an estimated accuracy of +/- 6 seconds.
 SX0637
 SX0637.The orthometric height was determined by differential leveling
 SX0637.and adjusted by the National Geodetic Survey in June 1991..
 SX0637
 SX0637.The geoid height was determined by GEOID03.
 SX0637
 SX0637.The dynamic height is computed by dividing the NAVD 88
 SX0637.geopotential number by the normal gravity value computed on the
 SX0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0637.degrees latitude (g = 980.6199 gals.).
 SX0637
 SX0637.The modeled gravity was interpolated from observed gravity values.
 SX0637
 SX0637;                    North         East    Units  Estimated Accuracy
 SX0637;SPC WA N     -   107,170.      457,680.      MT  (+/- 180 meters Scaled)
 SX0637
 SX0637                          SUPERSEDED SURVEY CONTROL
 SX0637
 SX0637  NGVD 29 (??/??/92) 1006.123  (m)         3300.92   (f) ADJ UNCH    2 0
 SX0637
 SX0637.Superseded values are not recommended for survey control.
 SX0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0637.See file dsdata.txt to determine how the superseded data were derived.
 SX0637
 SX0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFU194133(NAD 83)
 SX0637_MARKER: DB = BENCH MARK DISK
 SX0637_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0637_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0637_STAMPING: E 392 1959
 SX0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0637
 SX0637  HISTORY     - Date     Condition        Report By
 SX0637  HISTORY     - 1959     MONUMENTED       CGS
 SX0637
 SX0637                          STATION DESCRIPTION
 SX0637
 SX0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SX0637'3.0 MI S FROM MONTE CRISTO.
 SX0637'ABOUT 3.0 MILES SOUTH ALONG SILVER LAKE TRAIL FROM MONTE CRISTO LODGE,
 SX0637'6 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL, 20 FEET WEST OF THE
 SX0637'WEST BANK OF A CREEK, 21 FEET NORTHEAST OF A 48-INCH FIR TREE WITH A
 SX0637'TRIANGULAR BLAZE, ABOUT 3 FEET HIGHER THAN THE TRAIL, AND WELDED ON
 SX0637'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0698 ***********************************************************************
 TP0698  DESIGNATION -  E 393
 TP0698  PID         -  TP0698
 TP0698  STATE/COUNTY-  WA/OKANOGAN
 TP0698  USGS QUAD   -  TIFFANY MOUNTAIN (1989)
 TP0698
 TP0698                         *CURRENT SURVEY CONTROL
 TP0698  ___________________________________________________________________
 TP0698* NAD 83(1986)-  48 44 39.     (N)    119 55 20.     (W)     SCALED    
 TP0698* NAVD 88     -      2038.430  (meters)    6687.75   (feet)  ADJUSTED  
 TP0698  ___________________________________________________________________
 TP0698  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 TP0698  DYNAMIC HT  -        2038.189 (meters)    6686.96  (feet)  COMP
 TP0698  MODELED GRAV-     980,417.4   (mgal)                       NAVD 88
 TP0698
 TP0698  VERT ORDER  -  SECOND    CLASS 0
 TP0698
 TP0698.The horizontal coordinates were scaled from a topographic map and have
 TP0698.an estimated accuracy of +/- 6 seconds.
 TP0698
 TP0698.The orthometric height was determined by differential leveling
 TP0698.and adjusted by the National Geodetic Survey in June 1991..
 TP0698
 TP0698.The geoid height was determined by GEOID03.
 TP0698
 TP0698.The dynamic height is computed by dividing the NAVD 88
 TP0698.geopotential number by the normal gravity value computed on the
 TP0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0698.degrees latitude (g = 980.6199 gals.).
 TP0698
 TP0698.The modeled gravity was interpolated from observed gravity values.
 TP0698
 TP0698;                    North         East    Units  Estimated Accuracy
 TP0698;SPC WA N     -   194,330.      567,010.      MT  (+/- 180 meters Scaled)
 TP0698
 TP0698                          SUPERSEDED SURVEY CONTROL
 TP0698
 TP0698  NGVD 29 (??/??/92) 2036.880  (m)         6682.66   (f) ADJ UNCH    2 0
 TP0698
 TP0698.Superseded values are not recommended for survey control.
 TP0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0698.See file dsdata.txt to determine how the superseded data were derived.
 TP0698
 TP0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ851031(NAD 83)
 TP0698_MARKER: DB = BENCH MARK DISK
 TP0698_SETTING: 80 = SET IN A BOULDER
 TP0698_STAMPING: E 393 1959
 TP0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0698+STABILITY: SURFACE MOTION
 TP0698
 TP0698  HISTORY     - Date     Condition        Report By
 TP0698  HISTORY     - 1959     MONUMENTED       CGS
 TP0698  HISTORY     - 1976     GOOD             USGS
 TP0698
 TP0698                          STATION DESCRIPTION
 TP0698
 TP0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0698'35.65 MI NE FROM WINTHROP.
 TP0698'6.6 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 TP0698'WINTHROP, THENCE 25.5 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE 3.55
 TP0698'MILES NORTH ALONG A GRAVEL ROAD, IN TOP OF A 5-BY 6-FOOT GRANITE
 TP0698'BOULDER WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 18 FEET EAST
 TP0698'OF THE CENTER LINE OF THE ROAD, 3.9 FEET WEST OF A WITNESS POST, AND
 TP0698'ABOUT 4 1/2 FEET HIGHER THAN THE ROAD.
 TP0698
 TP0698                          STATION RECOVERY (1976)
 TP0698
 TP0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TP0698'6.6 MI N. ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT WINTHROP,
 TP0698'THENCE 25.5 MI NE. ALONG A GRAVEL ROAD, THENCE 3.55 N. ALONG A GRAVEL
 TP0698'ROAD, IN TOP OF A 5 BY 6 FT GRANITE BOULDER WHICH PROJECTS ABOUT 1
 TP0698'1/2 FT ABOVE THE GROUND, 20 FT E. OF THE CENTERLINE OF THE ROAD, 3.9
 TP0698'T W. OF A WITNESS POST, AND ABOUT 7 FT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0644 ***********************************************************************
 TP0644  DESIGNATION -  E 394
 TP0644  PID         -  TP0644
 TP0644  STATE/COUNTY-  WA/OKANOGAN
 TP0644  USGS QUAD   -  LOOMIS (1982)
 TP0644
 TP0644                         *CURRENT SURVEY CONTROL
 TP0644  ___________________________________________________________________
 TP0644* NAD 83(1986)-  48 50 34.     (N)    119 39 46.     (W)     SCALED    
 TP0644* NAVD 88     -       389.250  (meters)    1277.06   (feet)  ADJUSTED  
 TP0644  ___________________________________________________________________
 TP0644  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 TP0644  DYNAMIC HT  -         389.306 (meters)    1277.25  (feet)  COMP
 TP0644  MODELED GRAV-     980,746.8   (mgal)                       NAVD 88
 TP0644
 TP0644  VERT ORDER  -  SECOND    CLASS 0
 TP0644
 TP0644.The horizontal coordinates were scaled from a topographic map and have
 TP0644.an estimated accuracy of +/- 6 seconds.
 TP0644
 TP0644.The orthometric height was determined by differential leveling
 TP0644.and adjusted by the National Geodetic Survey in June 1991..
 TP0644
 TP0644.The geoid height was determined by GEOID03.
 TP0644
 TP0644.The dynamic height is computed by dividing the NAVD 88
 TP0644.geopotential number by the normal gravity value computed on the
 TP0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0644.degrees latitude (g = 980.6199 gals.).
 TP0644
 TP0644.The modeled gravity was interpolated from observed gravity values.
 TP0644
 TP0644;                    North         East    Units  Estimated Accuracy
 TP0644;SPC WA N     -   205,550.      585,920.      MT  (+/- 180 meters Scaled)
 TP0644
 TP0644                          SUPERSEDED SURVEY CONTROL
 TP0644
 TP0644  NGVD 29 (??/??/92)  387.932  (m)         1272.74   (f) ADJ UNCH    2 0
 TP0644
 TP0644.Superseded values are not recommended for survey control.
 TP0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0644.See file dsdata.txt to determine how the superseded data were derived.
 TP0644
 TP0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ046133(NAD 83)
 TP0644_MARKER: DB = BENCH MARK DISK
 TP0644_SETTING: 66 = SET IN ROCK OUTCROP
 TP0644_SP_SET: GRANITE OUTCROP
 TP0644_STAMPING: E 394 1959
 TP0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0644+STABILITY: POSITION/ELEVATION WELL
 TP0644
 TP0644  HISTORY     - Date     Condition        Report By
 TP0644  HISTORY     - 1959     MONUMENTED       CGS
 TP0644
 TP0644                          STATION DESCRIPTION
 TP0644
 TP0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0644'3.75 MI N FROM LOOMIS.
 TP0644'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0644'LOOMIS, THENCE 1.6 MILES WEST ALONG A GRAVEL ROAD, 0.2 MILE SOUTH OF
 TP0644'THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST TO FARM BUILDINGS, 0.2
 TP0644'MILE NORTH OF A CATTLEGUARD, IN TOP OF A LARGE GRANITE OUTCROP WHICH
 TP0644'PROJECTS ABOUT 12 FEET ABOVE THE GROUND, 15 FEET EAST OF THE CENTER
 TP0644'LINE OF THE ROAD, 4.2 FEET SOUTH OF A WITNESS POST, AND ABOUT 3 1/2
 TP0644'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0721 ***********************************************************************
 TP0721  DESIGNATION -  E 395
 TP0721  PID         -  TP0721
 TP0721  STATE/COUNTY-  WA/OKANOGAN
 TP0721  USGS QUAD   -  CONCONULLY EAST (1981)
 TP0721
 TP0721                         *CURRENT SURVEY CONTROL
 TP0721  ___________________________________________________________________
 TP0721* NAD 83(1986)-  48 32 19.     (N)    119 42 59.     (W)     SCALED    
 TP0721* NAVD 88     -       662.126  (meters)    2172.33   (feet)  ADJUSTED  
 TP0721  ___________________________________________________________________
 TP0721  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 TP0721  DYNAMIC HT  -         662.189 (meters)    2172.53  (feet)  COMP
 TP0721  MODELED GRAV-     980,685.8   (mgal)                       NAVD 88
 TP0721
 TP0721  VERT ORDER  -  SECOND    CLASS 0
 TP0721
 TP0721.The horizontal coordinates were scaled from a topographic map and have
 TP0721.an estimated accuracy of +/- 6 seconds.
 TP0721
 TP0721.The orthometric height was determined by differential leveling
 TP0721.and adjusted by the National Geodetic Survey in June 1991..
 TP0721
 TP0721.The geoid height was determined by GEOID03.
 TP0721
 TP0721.The dynamic height is computed by dividing the NAVD 88
 TP0721.geopotential number by the normal gravity value computed on the
 TP0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0721.degrees latitude (g = 980.6199 gals.).
 TP0721
 TP0721.The modeled gravity was interpolated from observed gravity values.
 TP0721
 TP0721;                    North         East    Units  Estimated Accuracy
 TP0721;SPC WA N     -   171,670.      582,480.      MT  (+/- 180 meters Scaled)
 TP0721
 TP0721                          SUPERSEDED SURVEY CONTROL
 TP0721
 TP0721  NGVD 29 (??/??/92)  660.802  (m)         2167.98   (f) ADJ UNCH    2 0
 TP0721
 TP0721.Superseded values are not recommended for survey control.
 TP0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0721.See file dsdata.txt to determine how the superseded data were derived.
 TP0721
 TP0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP994797(NAD 83)
 TP0721_MARKER: DB = BENCH MARK DISK
 TP0721_SETTING: 66 = SET IN ROCK OUTCROP
 TP0721_SP_SET: GRANITE OUTCROP
 TP0721_STAMPING: E 395 1959
 TP0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0721+STABILITY: POSITION/ELEVATION WELL
 TP0721
 TP0721  HISTORY     - Date     Condition        Report By
 TP0721  HISTORY     - 1959     MONUMENTED       CGS
 TP0721
 TP0721                          STATION DESCRIPTION
 TP0721
 TP0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0721'2.5 MI SE FROM CONCONULLY.
 TP0721'2.5 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0721'CONCONULLY, 333 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 TP0721'DRIVEWAY LEADING SOUTHWEST TO THE DALE THORP RESIDENCE, ON THE SOUTH
 TP0721'SLOPE OF A KNOLL, AT A POINT WHERE A FENCE CURVES AROUND THE KNOLL, IN
 TP0721'TOP OF AN 8-BY 27-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 4 FEET
 TP0721'ABOVE THE GROUND, 100 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 TP0721'ROAD, 7.8 FEET SOUTH-SOUTHWEST OF A FENCE, 7.1 FEET SOUTH OF A WITNESS
 TP0721'POST, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0112 ***********************************************************************
 SA0112  DESIGNATION -  E 40
 SA0112  PID         -  SA0112
 SA0112  STATE/COUNTY-  WA/WALLA WALLA
 SA0112  USGS QUAD   -  WALLA WALLA (1978)
 SA0112
 SA0112                         *CURRENT SURVEY CONTROL
 SA0112  ___________________________________________________________________
 SA0112* NAD 83(1986)-  46 04 56.     (N)    118 16 32.     (W)     SCALED    
 SA0112* NAVD 88     -       359.954  (meters)    1180.95   (feet)  POSTED    
 SA0112  ___________________________________________________________________
 SA0112  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 SA0112  DYNAMIC HT  -         359.940 (meters)    1180.90  (feet)  COMP
 SA0112  MODELED GRAV-     980,565.3   (mgal)                       NAVD 88
 SA0112
 SA0112  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SA0112
 SA0112.The horizontal coordinates were scaled from a topographic map and have
 SA0112.an estimated accuracy of +/- 6 seconds.
 SA0112
 SA0112.The orthometric height was determined by differential leveling
 SA0112.and adjusted by the National Geodetic Survey in 1992..
 SA0112.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SA0112.rate of 0.0 thru 1.0 mm/km.
 SA0112
 SA0112.The geoid height was determined by GEOID03.
 SA0112
 SA0112.The dynamic height is computed by dividing the NAVD 88
 SA0112.geopotential number by the normal gravity value computed on the
 SA0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0112.degrees latitude (g = 980.6199 gals.).
 SA0112
 SA0112.The modeled gravity was interpolated from observed gravity values.
 SA0112
 SA0112;                    North         East    Units  Estimated Accuracy
 SA0112;SPC WA S     -    85,670.      672,030.      MT  (+/- 180 meters Scaled)
 SA0112
 SA0112                          SUPERSEDED SURVEY CONTROL
 SA0112
 SA0112  NGVD 29 (??/??/92)  358.94   (m)         1177.6    (f) COMPUTED    1 2
 SA0112
 SA0112.Superseded values are not recommended for survey control.
 SA0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0112.See file dsdata.txt to determine how the superseded data were derived.
 SA0112
 SA0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM013039(NAD 83)
 SA0112_MARKER: DB = BENCH MARK DISK
 SA0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0112_STAMPING: E 40 1933
 SA0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0112+STABILITY: SURFACE MOTION
 SA0112
 SA0112  HISTORY     - Date     Condition        Report By
 SA0112  HISTORY     - 1933     MONUMENTED       CGS
 SA0112  HISTORY     - 1964     MARK NOT FOUND   NGS
 SA0112  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 SA0112
 SA0112                          STATION DESCRIPTION
 SA0112
 SA0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SA0112'4.1 MI NE FROM WALLA WALLA.
 SA0112'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 410 FROM THE COUNTY COURTHOUSE
 SA0112'AT WALLA WALLA, WALLA WALLA COUNTY, 42 FEET NORTHWEST OF A COUNTY-ROAD
 SA0112'CROSSING, 65 FEET NORTHWEST OF POWER-TRANSMISSION LINE POLE 1232, 40
 SA0112'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT NORTHEAST
 SA0112'OF A FENCE LINE.  A STANDARD DISK, STAMPED E 40 1933 AND SET IN THE
 SA0112'TOP OF A CONCRETE POST.
 SA0112
 SA0112                          STATION RECOVERY (2005)
 SA0112
 SA0112'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0457 ***********************************************************************
 SA0457  DESIGNATION -  E 402
 SA0457  PID         -  SA0457
 SA0457  STATE/COUNTY-  WA/FRANKLIN
 SA0457  USGS QUAD   -  PAGE (1991)
 SA0457
 SA0457                         *CURRENT SURVEY CONTROL
 SA0457  ___________________________________________________________________
 SA0457* NAD 83(1986)-  46 22 02.     (N)    118 44 05.     (W)     SCALED    
 SA0457* NAVD 88     -       149.234  (meters)     489.61   (feet)  ADJUSTED  
 SA0457  ___________________________________________________________________
 SA0457  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SA0457  DYNAMIC HT  -         149.232 (meters)     489.61  (feet)  COMP
 SA0457  MODELED GRAV-     980,603.2   (mgal)                       NAVD 88
 SA0457
 SA0457  VERT ORDER  -  SECOND    CLASS 0
 SA0457
 SA0457.The horizontal coordinates were scaled from a topographic map and have
 SA0457.an estimated accuracy of +/- 6 seconds.
 SA0457
 SA0457.The orthometric height was determined by differential leveling
 SA0457.and adjusted by the National Geodetic Survey in June 1991..
 SA0457
 SA0457.The geoid height was determined by GEOID03.
 SA0457
 SA0457.The dynamic height is computed by dividing the NAVD 88
 SA0457.geopotential number by the normal gravity value computed on the
 SA0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0457.degrees latitude (g = 980.6199 gals.).
 SA0457
 SA0457.The modeled gravity was interpolated from observed gravity values.
 SA0457
 SA0457;                    North         East    Units  Estimated Accuracy
 SA0457;SPC WA S     -   116,440.      635,820.      MT  (+/- 180 meters Scaled)
 SA0457
 SA0457                          SUPERSEDED SURVEY CONTROL
 SA0457
 SA0457  NGVD 29 (??/??/92)  148.206  (m)          486.24   (f) ADJ UNCH    2 0
 SA0457
 SA0457.Superseded values are not recommended for survey control.
 SA0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0457.See file dsdata.txt to determine how the superseded data were derived.
 SA0457
 SA0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM665363(NAD 83)
 SA0457_MARKER: DB = BENCH MARK DISK
 SA0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0457_SP_SET: ABUTMENT
 SA0457_STAMPING: E 402 1961
 SA0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0457
 SA0457  HISTORY     - Date     Condition        Report By
 SA0457  HISTORY     - 1961     MONUMENTED       CGS
 SA0457
 SA0457                          STATION DESCRIPTION
 SA0457
 SA0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0457'3.5 MI SW FROM SNAKE RIVER.
 SA0457'3.5 MILES SOUTHWEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 SA0457'FROM THE STATION AT SNAKE RIVER, IN THE TOP OF THE NORTH END OF THE
 SA0457'WEST CONCRETE ABUTMENT OF RAILROAD OVERPASS 252.9 OVER A DIRT ROAD,
 SA0457'5.2 FEET NORTH OF THE NORTH RAIL AND 1 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0494 ***********************************************************************
 SA0494  DESIGNATION -  E 403
 SA0494  PID         -  SA0494
 SA0494  STATE/COUNTY-  WA/WALLA WALLA
 SA0494  USGS QUAD   -  PAGE (1991)
 SA0494
 SA0494                         *CURRENT SURVEY CONTROL
 SA0494  ___________________________________________________________________
 SA0494* NAD 83(1986)-  46 19 37.     (N)    118 44 22.     (W)     SCALED    
 SA0494* NAVD 88     -       246.730  (meters)     809.48   (feet)  ADJUSTED  
 SA0494  ___________________________________________________________________
 SA0494  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SA0494  DYNAMIC HT  -         246.730 (meters)     809.48  (feet)  COMP
 SA0494  MODELED GRAV-     980,610.1   (mgal)                       NAVD 88
 SA0494
 SA0494  VERT ORDER  -  SECOND    CLASS 0
 SA0494
 SA0494.The horizontal coordinates were scaled from a topographic map and have
 SA0494.an estimated accuracy of +/- 6 seconds.
 SA0494
 SA0494.The orthometric height was determined by differential leveling
 SA0494.and adjusted by the National Geodetic Survey in June 1991..
 SA0494
 SA0494.The geoid height was determined by GEOID03.
 SA0494
 SA0494.The dynamic height is computed by dividing the NAVD 88
 SA0494.geopotential number by the normal gravity value computed on the
 SA0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0494.degrees latitude (g = 980.6199 gals.).
 SA0494
 SA0494.The modeled gravity was interpolated from observed gravity values.
 SA0494
 SA0494;                    North         East    Units  Estimated Accuracy
 SA0494;SPC WA S     -   111,950.      635,550.      MT  (+/- 180 meters Scaled)
 SA0494
 SA0494                          SUPERSEDED SURVEY CONTROL
 SA0494
 SA0494  NGVD 29 (??/??/92)  245.721  (m)          806.17   (f) ADJ UNCH    2 0
 SA0494
 SA0494.Superseded values are not recommended for survey control.
 SA0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0494.See file dsdata.txt to determine how the superseded data were derived.
 SA0494
 SA0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM661318(NAD 83)
 SA0494_MARKER: DB = BENCH MARK DISK
 SA0494_SETTING: 66 = SET IN ROCK OUTCROP
 SA0494_SP_SET: OUTCROP
 SA0494_STAMPING: E 403 1961
 SA0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0494+STABILITY: POSITION/ELEVATION WELL
 SA0494
 SA0494  HISTORY     - Date     Condition        Report By
 SA0494  HISTORY     - 1961     MONUMENTED       CGS
 SA0494  HISTORY     - 1962     GOOD             LOCENG
 SA0494  HISTORY     - 19900523 MARK NOT FOUND   USGS
 SA0494
 SA0494                          STATION DESCRIPTION
 SA0494
 SA0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0494'11.5 MI NE FROM ICE HARBOR DAM.
 SA0494'0.8 MILE SOUTHWEST ALONG A ROAD FROM THE SOUTH END OF ICE HARBOR DAM,
 SA0494'THENCE 9.75 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD, THENCE
 SA0494'0.95 MILE EAST ALONG PAGE ROAD, 0.1 MILE SOUTH OF A HOUSE, 0.05 MILE
 SA0494'SOUTH OF THE JUNCTION OF A DRIVEWAY NORTH TO A FARM YARD, 35 FEET EAST
 SA0494'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A 4 BY 4 FOOT FLAT
 SA0494'OUTCROP WHICH IS FLUSH WITH THE GROUND, 66 FEET WEST-NORTHWEST OF A
 SA0494'FENCE CORNER, 61 FEET WEST OF A FENCE, 4.5 FEET SOUTH OF A WITNESS
 SA0494'POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 SA0494
 SA0494                          STATION RECOVERY (1962)
 SA0494
 SA0494'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 SA0494'RECOVERED IN GOOD CONDITION.
 SA0494
 SA0494                          STATION RECOVERY (1990)
 SA0494
 SA0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (ALM)
 SA0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0534 ***********************************************************************
 SY0534  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0534  DESIGNATION -  E 406
 SY0534  PID         -  SY0534
 SY0534  STATE/COUNTY-  WA/PIERCE
 SY0534  USGS QUAD   -  TACOMA NORTH (1994)
 SY0534
 SY0534                         *CURRENT SURVEY CONTROL
 SY0534  ___________________________________________________________________
 SY0534* NAD 83(1986)-  47 15 14.     (N)    122 25 49.     (W)     SCALED    
 SY0534* NAVD 88     -         6.346  (meters)      20.82   (feet)  ADJUSTED  
 SY0534  ___________________________________________________________________
 SY0534  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY0534  DYNAMIC HT  -           6.347 (meters)      20.82  (feet)  COMP
 SY0534  MODELED GRAV-     980,775.8   (mgal)                       NAVD 88
 SY0534
 SY0534  VERT ORDER  -  FIRST     CLASS I
 SY0534
 SY0534.The horizontal coordinates were scaled from a topographic map and have
 SY0534.an estimated accuracy of +/- 6 seconds.
 SY0534
 SY0534.The orthometric height was determined by differential leveling
 SY0534.and adjusted by the National Geodetic Survey in June 1991..
 SY0534
 SY0534.This Tidal Bench Mark is designated as VM 9161
 SY0534.by the Center for Operational Oceanographic Products and Services.
 SY0534
 SY0534.This Tidal Bench Mark is designated as VM 13313
 SY0534.by the Center for Operational Oceanographic Products and Services.
 SY0534
 SY0534.The geoid height was determined by GEOID03.
 SY0534
 SY0534.The dynamic height is computed by dividing the NAVD 88
 SY0534.geopotential number by the normal gravity value computed on the
 SY0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0534.degrees latitude (g = 980.6199 gals.).
 SY0534
 SY0534.The modeled gravity was interpolated from observed gravity values.
 SY0534
 SY0534;                    North         East    Units  Estimated Accuracy
 SY0534;SPC WA S     -   215,270.      353,910.      MT  (+/- 180 meters Scaled)
 SY0534
 SY0534                          SUPERSEDED SURVEY CONTROL
 SY0534
 SY0534  NGVD 29 (??/??/??)    5.280  (m)           17.32   (f) ADJUSTED    1 1
 SY0534
 SY0534.Superseded values are not recommended for survey control.
 SY0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0534.See file dsdata.txt to determine how the superseded data were derived.
 SY0534
 SY0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET431335(NAD 83)
 SY0534_MARKER: DB = BENCH MARK DISK
 SY0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0534_SP_SET: CURB
 SY0534_STAMPING: E 406 1965
 SY0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0534
 SY0534  HISTORY     - Date     Condition        Report By
 SY0534  HISTORY     - 1965     MONUMENTED       CGS
 SY0534  HISTORY     - 1988     GOOD             USPSQD
 SY0534  HISTORY     - 1989     GOOD             USPSQD
 SY0534  HISTORY     - 20041231 GOOD             USPSQD
 SY0534
 SY0534                          STATION DESCRIPTION
 SY0534
 SY0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0534'IN TACOMA.
 SY0534'AT TACOMA, 0.5 MILE EAST ALONG EAST 11TH STREET FROM THE INTERSECTION
 SY0534'OF PACIFIC AVENUE, AT THE JUNCTION OF EAST E STREET AND ST PAUL
 SY0534'AVENUE, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE CURB OF EAST
 SY0534'11TH STREET BRIDGE OVER CITY WATERWAY, 6.0 FEET SOUTH OF THE SOUTH
 SY0534'CURB OF EAST 11TH STREET, 0.5 FOOT NORTH OF THE EAST END OF A
 SY0534'GUARDRAIL, 0.5 FOOT NORTH OF THE NORTHWEST CORNER OF THE TOP OF FIVE
 SY0534'CONCRETE STEPS, AND ABOUT LEVEL WITH THE STREET.
 SY0534
 SY0534                          STATION RECOVERY (1988)
 SY0534
 SY0534'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0534'RECOVERED IN GOOD CONDITION.
 SY0534
 SY0534                          STATION RECOVERY (1989)
 SY0534
 SY0534'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJS)
 SY0534'RECOVERED IN GOOD CONDITION.
 SY0534
 SY0534                          STATION RECOVERY (2004)
 SY0534
 SY0534'RECOVERY NOTE BY US POWER SQUADRON 2004 (KK)
 SY0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0084 ***********************************************************************
 SY0084  DESIGNATION -  E 407 RESET
 SY0084  PID         -  SY0084
 SY0084  STATE/COUNTY-  WA/SNOHOMISH
 SY0084  USGS QUAD   -  EDMONDS EAST (1981)
 SY0084
 SY0084                         *CURRENT SURVEY CONTROL
 SY0084  ___________________________________________________________________
 SY0084* NAD 83(1986)-  47 50 33.     (N)    122 17 47.     (W)     SCALED    
 SY0084* NAVD 88     -       131.441  (meters)     431.24   (feet)  ADJUSTED  
 SY0084  ___________________________________________________________________
 SY0084  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SY0084  DYNAMIC HT  -         131.461 (meters)     431.30  (feet)  COMP
 SY0084  MODELED GRAV-     980,764.5   (mgal)                       NAVD 88
 SY0084
 SY0084  VERT ORDER  -  FIRST     CLASS I
 SY0084
 SY0084.The horizontal coordinates were scaled from a topographic map and have
 SY0084.an estimated accuracy of +/- 6 seconds.
 SY0084
 SY0084.The orthometric height was determined by differential leveling
 SY0084.and adjusted by the National Geodetic Survey in June 1991..
 SY0084
 SY0084.The geoid height was determined by GEOID03.
 SY0084
 SY0084.The dynamic height is computed by dividing the NAVD 88
 SY0084.geopotential number by the normal gravity value computed on the
 SY0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0084.degrees latitude (g = 980.6199 gals.).
 SY0084
 SY0084.The modeled gravity was interpolated from observed gravity values.
 SY0084
 SY0084;                    North         East    Units  Estimated Accuracy
 SY0084;SPC WA N     -    94,710.      390,500.      MT  (+/- 180 meters Scaled)
 SY0084
 SY0084                          SUPERSEDED SURVEY CONTROL
 SY0084
 SY0084  NGVD 29 (??/??/??)  130.336  (m)          427.61   (f) ADJUSTED    1 1
 SY0084
 SY0084.Superseded values are not recommended for survey control.
 SY0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0084.See file dsdata.txt to determine how the superseded data were derived.
 SY0084
 SY0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET526990(NAD 83)
 SY0084_MARKER: DV = VERTICAL CONTROL DISK
 SY0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0084_SP_SET: CONCRETE POST
 SY0084_STAMPING: E 407 RESET 1972
 SY0084_MARK LOGO: NGS   
 SY0084_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0084+STABILITY: SURFACE MOTION
 SY0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0084+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 SY0084
 SY0084  HISTORY     - Date     Condition        Report By
 SY0084  HISTORY     - 1972     MONUMENTED       NGS
 SY0084  HISTORY     - 1973     GOOD             NGS
 SY0084  HISTORY     - 1981     GOOD             NGS
 SY0084  HISTORY     - 19911231 GOOD             WA-061
 SY0084  HISTORY     - 20050519 MARK NOT FOUND   GEOCAC
 SY0084
 SY0084                          STATION DESCRIPTION
 SY0084
 SY0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0084'6.55 MI N FROM RICHMOND HIGHLANDS.
 SY0084'1.5 MILES NORTH ALONG AURORA AVENUE NORTH (STATE HIGHWAY 99) FROM THE
 SY0084'INTERSECTION OF NORTH 175TH STREET AT RICHMOND HIGHLANDS, THENCE 5.05
 SY0084'MILES NORTH ALONG STATE HIGHWAY 99, 0.25 MILE NORTH ALONG THE HIGHWAY
 SY0084'FROM THE JUNCTION OF 176TH STREET SOUTHWEST, 363 FEET NORTHEAST OF THE
 SY0084'CENTER OF A TRAFFIC ISLAND FOR ENTRANCE TO SNO-KING DRIVE IN THEATRE,
 SY0084'29 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANES OF THE
 SY0084'HIGHWAY, 2 FEET NORTHEAST OF POWER POLE HLE 3-6 201 WITH A LIGHT, 40
 SY0084'FEET NORTHEAST OF THE EXTENDED CENTER LINE OF A DRIVEWAY TO 17228
 SY0084'HIGHWAY 99, 1.3 FEET NORTHEAST OF A FENCE, 1.0 FOOT SOUTHWEST OF A
 SY0084'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A DISK IN THE TOP OF A
 SY0084'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. 1/4, SEC 9, T27N,
 SY0084'R4E.
 SY0084
 SY0084                          STATION RECOVERY (1981)
 SY0084
 SY0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SY0084'5.1 MILES SOUTH ALONG EVERGREEN WAY FROM THE SOUTH JUNIOR HIGH SCHOOL
 SY0084'IN EVERETT THENCE 4.9 MILES SOUTH ALONG STATE HIGHWAY 99 TO POLE
 SY0084'NUMBER HLE 3-6 201 JUST NORTH OF THE SNO-KING DRIVE IN THEATRE, 111
 SY0084'METERS NORTHEAST OF THE ENTRANCE TO THE THEATRE 0.61 METER NORTH OF
 SY0084'THE POLE. THIS POINT IS 1.7 MILES NORTH OF THE INTERSECTION OF 196TH
 SY0084'STREET SOUTHWEST AND STATE HIGHWAY 99 IN LYNNWOOD.
 SY0084
 SY0084                          STATION RECOVERY (1991)
 SY0084
 SY0084'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1991
 SY0084'RECOVERED IN GOOD CONDITION.
 SY0084
 SY0084                          STATION RECOVERY (2005)
 SY0084
 SY0084'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 SY0084'MANY OF THE REFERENCE POINTS HAVE CHANGED DUE TO DEVELOPMENT IN THE
 SY0084'AREA.  THE DRIVE-IN THEATRE HAS BEEN REPLACED BY A STRIP MALL.  THE
 SY0084'ONLY REFERENCE POINT THAT WAS IDENTIFIABLE WAS THE POWER POLE,  HLE
 SY0084'3-6 201.  THERE IS NO EVIDENCE FOR A MARK IN THE VICINITY OF THE POLE.
 SY0084' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0621 ***********************************************************************
 SY0621  DESIGNATION -  E 408
 SY0621  PID         -  SY0621
 SY0621  STATE/COUNTY-  WA/KING
 SY0621  USGS QUAD   -  RENTON (1994)
 SY0621
 SY0621                         *CURRENT SURVEY CONTROL
 SY0621  ___________________________________________________________________
 SY0621* NAD 83(1986)-  47 28 34.     (N)    122 13 46.     (W)     SCALED    
 SY0621* NAVD 88     -        10.772  (meters)      35.34   (feet)  ADJUSTED  
 SY0621  ___________________________________________________________________
 SY0621  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 SY0621  DYNAMIC HT  -          10.774 (meters)      35.35  (feet)  COMP
 SY0621  MODELED GRAV-     980,770.5   (mgal)                       NAVD 88
 SY0621
 SY0621  VERT ORDER  -  FIRST     CLASS I
 SY0621
 SY0621.The horizontal coordinates were scaled from a topographic map and have
 SY0621.an estimated accuracy of +/- 6 seconds.
 SY0621
 SY0621.The orthometric height was determined by differential leveling
 SY0621.and adjusted by the National Geodetic Survey in June 1991..
 SY0621
 SY0621.The geoid height was determined by GEOID03.
 SY0621
 SY0621.The dynamic height is computed by dividing the NAVD 88
 SY0621.geopotential number by the normal gravity value computed on the
 SY0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0621.degrees latitude (g = 980.6199 gals.).
 SY0621
 SY0621.The modeled gravity was interpolated from observed gravity values.
 SY0621
 SY0621;                    North         East    Units  Estimated Accuracy
 SY0621;SPC WA N     -    53,890.      394,770.      MT  (+/- 180 meters Scaled)
 SY0621
 SY0621                          SUPERSEDED SURVEY CONTROL
 SY0621
 SY0621  NGVD 29 (??/??/??)    9.687  (m)           31.78   (f) ADJUSTED    1 1
 SY0621
 SY0621.Superseded values are not recommended for survey control.
 SY0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0621.See file dsdata.txt to determine how the superseded data were derived.
 SY0621
 SY0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET580583(NAD 83)
 SY0621_MARKER: DB = BENCH MARK DISK
 SY0621_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY0621_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SY0621_STAMPING: E 408 1965
 SY0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0621
 SY0621  HISTORY     - Date     Condition        Report By
 SY0621  HISTORY     - 1965     MONUMENTED       CGS
 SY0621  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0621
 SY0621                          STATION DESCRIPTION
 SY0621
 SY0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0621'1.1 MI W FROM RENTON.
 SY0621'1.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 SY0621'RAILROAD FROM THE STATION AT RENTON, AT THE EAST END OF A LONG CURVE,
 SY0621'19.2 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 17 1/2 FEET
 SY0621'NORTHEAST OF A TELEPHONE POLE WITH A GUY WIRE AND TRANSFORMER, 10.8
 SY0621'FEET NORTH OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF
 SY0621'SEMAPHORE 10-9, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET
 SY0621'HIGHER THAN THE TRACK, AND BRAZED ON THE TOP OF AN IRON PIPE
 SY0621'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SY0621
 SY0621                          STATION RECOVERY (1988)
 SY0621
 SY0621'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1139 ***********************************************************************
 SY1139  DESIGNATION -  E 409
 SY1139  PID         -  SY1139
 SY1139  STATE/COUNTY-  WA/JEFFERSON
 SY1139  USGS QUAD   -  MOUNT WALKER (1995)
 SY1139
 SY1139                         *CURRENT SURVEY CONTROL
 SY1139  ___________________________________________________________________
 SY1139* NAD 83(1986)-  47 47 02.     (N)    122 55 40.     (W)     SCALED    
 SY1139* NAVD 88     -       159.578  (meters)     523.55   (feet)  ADJUSTED  
 SY1139  ___________________________________________________________________
 SY1139  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 SY1139  DYNAMIC HT  -         159.611 (meters)     523.66  (feet)  COMP
 SY1139  MODELED GRAV-     980,814.5   (mgal)                       NAVD 88
 SY1139
 SY1139  VERT ORDER  -  FIRST     CLASS I
 SY1139
 SY1139.The horizontal coordinates were scaled from a topographic map and have
 SY1139.an estimated accuracy of +/- 6 seconds.
 SY1139
 SY1139.The orthometric height was determined by differential leveling
 SY1139.and adjusted by the National Geodetic Survey in June 1991..
 SY1139
 SY1139.The geoid height was determined by GEOID03.
 SY1139
 SY1139.The dynamic height is computed by dividing the NAVD 88
 SY1139.geopotential number by the normal gravity value computed on the
 SY1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1139.degrees latitude (g = 980.6199 gals.).
 SY1139
 SY1139.The modeled gravity was interpolated from observed gravity values.
 SY1139
 SY1139;                    North         East    Units  Estimated Accuracy
 SY1139;SPC WA N     -    89,290.      343,080.      MT  (+/- 180 meters Scaled)
 SY1139
 SY1139                          SUPERSEDED SURVEY CONTROL
 SY1139
 SY1139  NGVD 29 (??/??/??)  158.482  (m)          519.95   (f) ADJUSTED    1 1
 SY1139
 SY1139.Superseded values are not recommended for survey control.
 SY1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1139.See file dsdata.txt to determine how the superseded data were derived.
 SY1139
 SY1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET054922(NAD 83)
 SY1139_MARKER: DB = BENCH MARK DISK
 SY1139_SETTING: 66 = SET IN ROCK OUTCROP
 SY1139_SP_SET: OUTCROP
 SY1139_STAMPING: E 409 1965
 SY1139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY1139+STABILITY: POSITION/ELEVATION WELL
 SY1139
 SY1139  HISTORY     - Date     Condition        Report By
 SY1139  HISTORY     - 1965     MONUMENTED       CGS
 SY1139  HISTORY     - 1974     GOOD             NGS
 SY1139  HISTORY     - 1989     GOOD             USPSQD
 SY1139
 SY1139                          STATION DESCRIPTION
 SY1139
 SY1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1139'4.05 MI SW FROM QUILCENE.
 SY1139'4.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 101 FROM QUILCENE HIGH SCHOOL
 SY1139'AT QUILCENE, AT THE NORTH END OF A PARKING AREA, ON THE INSIDE OF A
 SY1139'CURVE, IN THE TOP OF A 2- BY 5-FOOT EXPOSSED PORTION OF OUTCROP, 39
 SY1139'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 60 FEET SOUTHEAST OF THE
 SY1139'EAST END OF A DOUBLE 24-INCH PIPE CULVERT, 12 FEET WEST OF A ROCK CUT,
 SY1139'0.6 FOOT SOUTH OF A WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE
 SY1139'HIGHWAY.
 SY1139
 SY1139                          STATION RECOVERY (1974)
 SY1139
 SY1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1139'RECOVERED IN GOOD CONDITION.
 SY1139
 SY1139                          STATION RECOVERY (1989)
 SY1139
 SY1139'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0298 ***********************************************************************
 SB0298  DESIGNATION -  E 41
 SB0298  PID         -  SB0298
 SB0298  STATE/COUNTY-  WA/YAKIMA
 SB0298  USGS QUAD   -  WAPATO (1985)
 SB0298
 SB0298                         *CURRENT SURVEY CONTROL
 SB0298  ___________________________________________________________________
 SB0298* NAD 83(1986)-  46 28 50.     (N)    120 26 52.     (W)     SCALED    
 SB0298* NAVD 88     -       272.919  (meters)     895.40   (feet)  ADJUSTED  
 SB0298  ___________________________________________________________________
 SB0298  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 SB0298  DYNAMIC HT  -         272.920 (meters)     895.40  (feet)  COMP
 SB0298  MODELED GRAV-     980,613.6   (mgal)                       NAVD 88
 SB0298
 SB0298  VERT ORDER  -  FIRST     CLASS II
 SB0298
 SB0298.The horizontal coordinates were scaled from a topographic map and have
 SB0298.an estimated accuracy of +/- 6 seconds.
 SB0298
 SB0298.The orthometric height was determined by differential leveling
 SB0298.and adjusted by the National Geodetic Survey in June 1991..
 SB0298.WARNING-Repeat measurements at this control monument indicate possible
 SB0298.vertical movement.
 SB0298
 SB0298.The geoid height was determined by GEOID03.
 SB0298
 SB0298.The dynamic height is computed by dividing the NAVD 88
 SB0298.geopotential number by the normal gravity value computed on the
 SB0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0298.degrees latitude (g = 980.6199 gals.).
 SB0298
 SB0298.The modeled gravity was interpolated from observed gravity values.
 SB0298
 SB0298;                    North         East    Units  Estimated Accuracy
 SB0298;SPC WA S     -   127,520.      504,010.      MT  (+/- 180 meters Scaled)
 SB0298
 SB0298                          SUPERSEDED SURVEY CONTROL
 SB0298
 SB0298  NGVD 29 (??/??/92)  271.862  (m)          891.93   (f) ADJ UNCH    1 2
 SB0298
 SB0298.Superseded values are not recommended for survey control.
 SB0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0298.See file dsdata.txt to determine how the superseded data were derived.
 SB0298
 SB0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS959506(NAD 83)
 SB0298_MARKER: DB = BENCH MARK DISK
 SB0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0298_STAMPING: 892.187 E 41 1933
 SB0298_MARK LOGO: CGS   
 SB0298_PROJECTION: PROJECTING 12 CENTIMETERS
 SB0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0298+STABILITY: SURFACE MOTION
 SB0298
 SB0298  HISTORY     - Date     Condition        Report By
 SB0298  HISTORY     - 1933     MONUMENTED       CGS
 SB0298  HISTORY     - 1962     GOOD             NGS
 SB0298  HISTORY     - 1982     GOOD             NGS
 SB0298  HISTORY     - 1989     GOOD             USPSQD
 SB0298
 SB0298                          STATION DESCRIPTION
 SB0298
 SB0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0298'2.0 MI SE FROM PARKER.
 SB0298'2.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0298'STATION AT PARKER, YAKIMA COUNTY, 0.2 MILE SOUTH OF MILEPOST 81, 109
 SB0298'FEET EAST OF THE EAST RAIL, 35 FEET WEST OF THE CENTERLINE OF OLD
 SB0298'STATE HIGHWAY 3 A (KNOWN LOCALLY AS THE OLD TRACK ROAD), 60 FEET
 SB0298'NORTHWEST OF THE NORTHWEST CORNER OF A HIGHWAY BRIDGE OVER A CANAL,
 SB0298'AND 1.3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 SB0298'STAMPED 892.187 E 41 1933 AND SET IN THE TOP OF A CONCRETE POST
 SB0298'PROJECTING 0.8 FOOT ABOVE GROUND.
 SB0298
 SB0298                          STATION RECOVERY (1982)
 SB0298
 SB0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0298'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0298'2.9 KM (1.8 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SB0298'THE INTERSECTION OF SECOND AVENUE AT PARKER, 0.3 KM (0.2 MI) SOUTHEAST
 SB0298'OF MILEPOST 81, AT THE CROSSING OF AN IRRIGATION CANAL, 33.2 METERS
 SB0298'(109 FT) NORTHEAST OF THE NORTHEAST RAIL, 18.3 METERS (60 FT)
 SB0298'NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE OVER THE CANAL, 10.7
 SB0298'METERS (35 FT) SOUTHWEST OF A PAVED ROAD PARALLELING THE TRACKS.
 SB0298'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 SB0298'THE MARK IS 1.1 M BELOW THE TRACKS.
 SB0298
 SB0298                          STATION RECOVERY (1989)
 SB0298
 SB0298'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1122 ***********************************************************************
 SY1122  DESIGNATION -  E 410
 SY1122  PID         -  SY1122
 SY1122  STATE/COUNTY-  WA/KITSAP
 SY1122  USGS QUAD   -  POULSBO (1981)
 SY1122
 SY1122                         *CURRENT SURVEY CONTROL
 SY1122  ___________________________________________________________________
 SY1122* NAD 83(1986)-  47 42 30.     (N)    122 43 40.     (W)     SCALED    
 SY1122* NAVD 88     -       109.112  (meters)     357.98   (feet)  POSTED    
 SY1122  ___________________________________________________________________
 SY1122  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 SY1122  DYNAMIC HT  -         109.130 (meters)     358.04  (feet)  COMP
 SY1122  MODELED GRAV-     980,785.2   (mgal)                       NAVD 88
 SY1122
 SY1122  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY1122
 SY1122.The horizontal coordinates were scaled from a topographic map and have
 SY1122.an estimated accuracy of +/- 6 seconds.
 SY1122
 SY1122.The orthometric height was determined by differential leveling
 SY1122.and adjusted by the National Geodetic Survey in 1992..
 SY1122.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY1122.rate of 0.0 thru 1.0 mm/km.
 SY1122
 SY1122.The geoid height was determined by GEOID03.
 SY1122
 SY1122.The dynamic height is computed by dividing the NAVD 88
 SY1122.geopotential number by the normal gravity value computed on the
 SY1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1122.degrees latitude (g = 980.6199 gals.).
 SY1122
 SY1122.The modeled gravity was interpolated from observed gravity values.
 SY1122
 SY1122;                    North         East    Units  Estimated Accuracy
 SY1122;SPC WA N     -    80,500.      357,850.      MT  (+/- 180 meters Scaled)
 SY1122
 SY1122                          SUPERSEDED SURVEY CONTROL
 SY1122
 SY1122  NGVD 29 (??/??/??)  108.029  (m)          354.43   (f) ADJUSTED    1 2
 SY1122
 SY1122.Superseded values are not recommended for survey control.
 SY1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1122.See file dsdata.txt to determine how the superseded data were derived.
 SY1122
 SY1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET204839(NAD 83)
 SY1122_MARKER: DB = BENCH MARK DISK
 SY1122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1122_SP_SET: FOUNDATIOIN
 SY1122_STAMPING: E 410 1965
 SY1122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1122
 SY1122  HISTORY     - Date     Condition        Report By
 SY1122  HISTORY     - 1965     MONUMENTED       CGS
 SY1122  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 SY1122
 SY1122                          STATION DESCRIPTION
 SY1122
 SY1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1122'IN BANGOR DEPOT.
 SY1122'AT BANGOR NAVAL AMMUNITION DEPOT, 0.45 MILE WEST ALONG MARIANAS CIRCLE
 SY1122'AND BATAAN AVENUE FROM THE MAIN GATE, THENCE 1.8 MILE WEST ALONG LUZON
 SY1122'AVENUE, AT THE INTERSECTION OF AN ASPHALT ROAD TO OFFICERS QUARTERS,
 SY1122'0.2 MILE NORTHEAST OF GATE 6, 17 FEET NORTH OF THE CENTER LINE OF THE
 SY1122'AVENUE, 10 FEET WEST OF THE CENTER LINE OF A ROAD NORTH, 41.6 FEET
 SY1122'NORTH AND ACROSS THE AVENUE FROM THE CENTER OF A FIRE HYDRANT, IN THE
 SY1122'TOP OF THE SOUTHEAST CORNER OF A 3- BY 4-FOOT CONCRETE FOUNDATION FOR
 SY1122'A STEEL MAN HOLE COVER, AND ABOUT LEVEL WITH THE AVENUE.
 SY1122
 SY1122                          STATION RECOVERY (1997)
 SY1122
 SY1122'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY1122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1072 ***********************************************************************
 SY1072  DESIGNATION -  E 411
 SY1072  PID         -  SY1072
 SY1072  STATE/COUNTY-  WA/JEFFERSON
 SY1072  USGS QUAD   -  QUILCENE (1953)
 SY1072
 SY1072                         *CURRENT SURVEY CONTROL
 SY1072  ___________________________________________________________________
 SY1072* NAD 83(1986)-  47 49 21.     (N)    122 50 54.     (W)     SCALED    
 SY1072* NAVD 88     -        26.292  (meters)      86.26   (feet)  ADJUSTED  
 SY1072  ___________________________________________________________________
 SY1072  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SY1072  DYNAMIC HT  -          26.298 (meters)      86.28  (feet)  COMP
 SY1072  MODELED GRAV-     980,840.0   (mgal)                       NAVD 88
 SY1072
 SY1072  VERT ORDER  -  FIRST     CLASS II
 SY1072
 SY1072.The horizontal coordinates were scaled from a topographic map and have
 SY1072.an estimated accuracy of +/- 6 seconds.
 SY1072
 SY1072.The orthometric height was determined by differential leveling
 SY1072.and adjusted by the National Geodetic Survey in June 1991..
 SY1072
 SY1072.The geoid height was determined by GEOID03.
 SY1072
 SY1072.The dynamic height is computed by dividing the NAVD 88
 SY1072.geopotential number by the normal gravity value computed on the
 SY1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1072.degrees latitude (g = 980.6199 gals.).
 SY1072
 SY1072.The modeled gravity was interpolated from observed gravity values.
 SY1072
 SY1072;                    North         East    Units  Estimated Accuracy
 SY1072;SPC WA N     -    93,420.      349,140.      MT  (+/- 180 meters Scaled)
 SY1072
 SY1072                          SUPERSEDED SURVEY CONTROL
 SY1072
 SY1072  NGVD 29 (??/??/??)   25.189  (m)           82.64   (f) ADJUSTED    1 2
 SY1072
 SY1072.Superseded values are not recommended for survey control.
 SY1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1072.See file dsdata.txt to determine how the superseded data were derived.
 SY1072
 SY1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET113965(NAD 83)
 SY1072_MARKER: DB = BENCH MARK DISK
 SY1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1072_STAMPING: E 411 1965
 SY1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1072+STABILITY: SURFACE MOTION
 SY1072
 SY1072  HISTORY     - Date     Condition        Report By
 SY1072  HISTORY     - 1965     MONUMENTED       CGS
 SY1072  HISTORY     - 1974     GOOD             NGS
 SY1072
 SY1072                          STATION DESCRIPTION
 SY1072
 SY1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1072'2.35 MI E FROM QUILCENE.
 SY1072'0.5 MILE NORTH ALONG A ROAD FROM QUILCENE HIGH SCHOOL AT QUILCENE,
 SY1072'THENCE 1.85 MILE SOUTHEAST ALONG LINDSAYS BEACH ROAD, ABOUT 100 YARDS
 SY1072'SOUTHEAST OF THE JUNCTION OF A ROAD SOUTH TO FISHERMANS POINT, ON THE
 SY1072'OUTSIDE OF A CURVE, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 SY1072'1 1/2 FEET SOUTHEAST OF POWER POLE 25-970 WITH TWO GUY WIRES, 2.1 FEET
 SY1072'NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND
 SY1072'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SY1072'GROUND.
 SY1072
 SY1072                          STATION RECOVERY (1974)
 SY1072
 SY1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0889 ***********************************************************************
 TR0889  DESIGNATION -  E 412
 TR0889  PID         -  TR0889
 TR0889  STATE/COUNTY-  WA/CLALLAM
 TR0889  USGS QUAD   -  TWIN RIVERS (1985)
 TR0889
 TR0889                         *CURRENT SURVEY CONTROL
 TR0889  ___________________________________________________________________
 TR0889* NAD 83(1986)-  48 09 54.     (N)    123 57 08.     (W)     SCALED    
 TR0889* NAVD 88     -         7.603  (meters)      24.94   (feet)  ADJUSTED  
 TR0889  ___________________________________________________________________
 TR0889  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 TR0889  DYNAMIC HT  -           7.605 (meters)      24.95  (feet)  COMP
 TR0889  MODELED GRAV-     980,875.6   (mgal)                       NAVD 88
 TR0889
 TR0889  VERT ORDER  -  FIRST     CLASS I
 TR0889
 TR0889.The horizontal coordinates were scaled from a topographic map and have
 TR0889.an estimated accuracy of +/- 6 seconds.
 TR0889
 TR0889.The orthometric height was determined by differential leveling
 TR0889.and adjusted by the National Geodetic Survey in June 1991..
 TR0889
 TR0889.The geoid height was determined by GEOID03.
 TR0889
 TR0889.The dynamic height is computed by dividing the NAVD 88
 TR0889.geopotential number by the normal gravity value computed on the
 TR0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0889.degrees latitude (g = 980.6199 gals.).
 TR0889
 TR0889.The modeled gravity was interpolated from observed gravity values.
 TR0889
 TR0889;                    North         East    Units  Estimated Accuracy
 TR0889;SPC WA N     -   134,230.      268,070.      MT  (+/- 180 meters Scaled)
 TR0889
 TR0889                          SUPERSEDED SURVEY CONTROL
 TR0889
 TR0889  NGVD 29 (??/??/92)    6.484  (m)           21.27   (f) ADJ UNCH    1 1
 TR0889
 TR0889.Superseded values are not recommended for survey control.
 TR0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0889.See file dsdata.txt to determine how the superseded data were derived.
 TR0889
 TR0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU291350(NAD 83)
 TR0889_MARKER: DB = BENCH MARK DISK
 TR0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0889_SP_SET: SIDEWALK
 TR0889_STAMPING: E 412 1967
 TR0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0889
 TR0889  HISTORY     - Date     Condition        Report By
 TR0889  HISTORY     - 1967     MONUMENTED       CGS
 TR0889  HISTORY     - 1974     GOOD             NGS
 TR0889  HISTORY     - 1987     GOOD             USPSQD
 TR0889  HISTORY     - 19910716 GOOD             USPSQD
 TR0889
 TR0889                          STATION DESCRIPTION
 TR0889
 TR0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0889'10.0 MI E FROM PYSHT.
 TR0889'ABOUT 10.0 MILES EAST ALONG STATE HIGHWAY 112 FROM THE ROAD JUNCTION
 TR0889'AT PYSHT, AT THE EAST END OF THE HIGHWAY BRIDGE ACROSS WEST TWIN
 TR0889'RIVER, 15.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF
 TR0889'THE EAST END OF THE SOUTH CONCRETE SIDEWALK, 2.2 FEET SOUTH OF THE
 TR0889'NORTH EDGE OF SIDEWALK, 0.8 FOOT WEST OF THE EAST END OF WALK, AND
 TR0889'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  1/4, SEC23 , T 31 N, R
 TR0889'10W.
 TR0889
 TR0889                          STATION RECOVERY (1987)
 TR0889
 TR0889'RECOVERY NOTE BY US POWER SQUADRON 1987 (PC)
 TR0889'RECOVERED IN GOOD CONDITION.
 TR0889
 TR0889                          STATION RECOVERY (1991)
 TR0889
 TR0889'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0463 ***********************************************************************
 SB0463  DESIGNATION -  E 42
 SB0463  PID         -  SB0463
 SB0463  STATE/COUNTY-  WA/KLICKITAT
 SB0463  USGS QUAD   -  LOGY CREEK SW (1965)
 SB0463
 SB0463                         *CURRENT SURVEY CONTROL
 SB0463  ___________________________________________________________________
 SB0463* NAD 83(1986)-  46 00 49.     (N)    120 38 23.     (W)     SCALED    
 SB0463* NAVD 88     -       762.180  (meters)    2500.59   (feet)  ADJUSTED  
 SB0463  ___________________________________________________________________
 SB0463  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 SB0463  DYNAMIC HT  -         762.102 (meters)    2500.33  (feet)  COMP
 SB0463  MODELED GRAV-     980,487.8   (mgal)                       NAVD 88
 SB0463
 SB0463  VERT ORDER  -  FIRST     CLASS II
 SB0463
 SB0463.The horizontal coordinates were scaled from a topographic map and have
 SB0463.an estimated accuracy of +/- 6 seconds.
 SB0463
 SB0463.The orthometric height was determined by differential leveling
 SB0463.and adjusted by the National Geodetic Survey in June 1991..
 SB0463.WARNING-Repeat measurements at this control monument indicate possible
 SB0463.vertical movement.
 SB0463
 SB0463.The geoid height was determined by GEOID03.
 SB0463
 SB0463.The dynamic height is computed by dividing the NAVD 88
 SB0463.geopotential number by the normal gravity value computed on the
 SB0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0463.degrees latitude (g = 980.6199 gals.).
 SB0463
 SB0463.The modeled gravity was interpolated from observed gravity values.
 SB0463
 SB0463;                    North         East    Units  Estimated Accuracy
 SB0463;SPC WA S     -    75,620.      489,180.      MT  (+/- 180 meters Scaled)
 SB0463
 SB0463                          SUPERSEDED SURVEY CONTROL
 SB0463
 SB0463  NGVD 29 (??/??/92)  761.168  (m)         2497.27   (f) ADJ UNCH    1 2
 SB0463
 SB0463.Superseded values are not recommended for survey control.
 SB0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0463.See file dsdata.txt to determine how the superseded data were derived.
 SB0463
 SB0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR827982(NAD 83)
 SB0463_MARKER: DB = BENCH MARK DISK
 SB0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0463_STAMPING: 2497.328 E 42 1933
 SB0463_MARK LOGO: CGS   
 SB0463_PROJECTION: PROJECTING 10 CENTIMETERS
 SB0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0463+STABILITY: SURFACE MOTION
 SB0463
 SB0463  HISTORY     - Date     Condition        Report By
 SB0463  HISTORY     - 1933     MONUMENTED       CGS
 SB0463  HISTORY     - 1935     GOOD             NGS
 SB0463  HISTORY     - 1974     GOOD             WAHC
 SB0463  HISTORY     - 1982     GOOD             NGS
 SB0463
 SB0463                          STATION DESCRIPTION
 SB0463
 SB0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SB0463'18.7 MI NE FROM GOLDENDALE.
 SB0463'18.7 MILES NORTHEAST ALONG U.S. HIGHWAY 97 FROM THE COUNTY COURTHOUSE
 SB0463'AT GOLDENDALE, KLICKITAT COUNTY, 2.7 MILES NORTHEAST OF THE SUMMIT AT
 SB0463'SATUS PASS, 155 FEET NORTHWEST OF THE SOUTHEAST END OF A 450-FOOT
 SB0463'NORTHWEST-AND-SOUTHEAST TANGENT CONNECTED BY A REVERSE CURVE, ON A
 SB0463'GENTLY SLOPING SIDE HILL, 35 FEET NORTHEAST OF THE CENTERLINE OF THE
 SB0463'HIGHWAY, AND 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 SB0463'STAMPED 2497.328 E 42 1933 AND SET IN THE TOP OF A CONCRETE POST
 SB0463'PROJECTING 8 INCHES ABOVE GROUND.  NOTE-- BM IS LOCATED APPROX. 200 FT
 SB0463'N.E. OF NEW HWY., 0.5 FOOT N OF METAL WITNESS POST.
 SB0463
 SB0463                          STATION RECOVERY (1974)
 SB0463
 SB0463'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1974
 SB0463'RECOVERED IN GOOD CONDITION.
 SB0463
 SB0463                          STATION RECOVERY (1982)
 SB0463
 SB0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0463'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0463'1.75 KM (1.1 MI) NORTHEAST ALONG BUSINESS ROUTE 97 FROM THE COURTHOUSE
 SB0463'AT GOLDENDALE, THENCE 26.25 KM (16.4 MI) NORTH ALONG US HIGHWAY 97, AT
 SB0463'THE SOUTHWEST SIDE OF A SLOPEING HILL, 3.6 KM (2.25 MI) NORTHEAST OF
 SB0463'THE SUMMIT OF STATUS PASS, 1.05 KM (0.65 MI) SOUTHWEST OF THE T
 SB0463'JUNCTION OF SHINANDO CANYON ROAD, 0.8 KM (0.5 MI) SOUTHWEST OF
 SB0463'MILEPOST 29, 0.3 KM (0.2 MI) NORTH OF THE Y JUNCTION OF THE OLD
 SB0463'HIGHWAY GRADE, 0.16 KM (0.1 MI) SOUTH OF THE Y JUNCTION OF THE OLD
 SB0463'HIGHWAY GRADE, 68.3 METERS (224 FT) EAST OF THE HIGHWAY CENTERLINE,
 SB0463'17.7 METERS (58 FT) NORTH OF THE SOUTH GATE POST FOR A WIRE GATE IN
 SB0463'THE RIGHT OF A WAY FENCE, 10.7 METERS (35 FT) EAST OF THE HIGHWAY
 SB0463'GRADE CENTERLINE, 7.1 METERS (23.5 FT) WEST OF THE RIGHT OF WAY FENCE.
 SB0463'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 SB0463'THE MARK IS 0.5 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0874 ***********************************************************************
 SC0874  DESIGNATION -  E 421
 SC0874  PID         -  SC0874
 SC0874  STATE/COUNTY-  WA/PACIFIC
 SC0874  USGS QUAD   -  SOUTH BEND (1994)
 SC0874
 SC0874                         *CURRENT SURVEY CONTROL
 SC0874  ___________________________________________________________________
 SC0874* NAD 83(1986)-  46 44 53.     (N)    123 45 07.     (W)     SCALED    
 SC0874* NAVD 88     -        44.842  (meters)     147.12   (feet)  ADJUSTED  
 SC0874  ___________________________________________________________________
 SC0874  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 SC0874  DYNAMIC HT  -          44.849 (meters)     147.14  (feet)  COMP
 SC0874  MODELED GRAV-     980,775.1   (mgal)                       NAVD 88
 SC0874
 SC0874  VERT ORDER  -  FIRST     CLASS II
 SC0874
 SC0874.The horizontal coordinates were scaled from a topographic map and have
 SC0874.an estimated accuracy of +/- 6 seconds.
 SC0874
 SC0874.The orthometric height was determined by differential leveling
 SC0874.and adjusted by the National Geodetic Survey in June 1991..
 SC0874
 SC0874.The geoid height was determined by GEOID03.
 SC0874
 SC0874.The dynamic height is computed by dividing the NAVD 88
 SC0874.geopotential number by the normal gravity value computed on the
 SC0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0874.degrees latitude (g = 980.6199 gals.).
 SC0874
 SC0874.The modeled gravity was interpolated from observed gravity values.
 SC0874
 SC0874;                    North         East    Units  Estimated Accuracy
 SC0874;SPC WA S     -   162,370.      251,600.      MT  (+/- 180 meters Scaled)
 SC0874
 SC0874                          SUPERSEDED SURVEY CONTROL
 SC0874
 SC0874  NGVD 29 (??/??/92)   43.844  (m)          143.84   (f) ADJ UNCH    1 2
 SC0874
 SC0874.Superseded values are not recommended for survey control.
 SC0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0874.See file dsdata.txt to determine how the superseded data were derived.
 SC0874
 SC0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS425774(NAD 83)
 SC0874_MARKER: DB = BENCH MARK DISK
 SC0874_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0874_SP_SET: BRIDGE GUARDRAIL
 SC0874_STAMPING: E 421 1968
 SC0874_MARK LOGO: CGS   
 SC0874_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SC0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0874
 SC0874  HISTORY     - Date     Condition        Report By
 SC0874  HISTORY     - 1968     MONUMENTED       CGS
 SC0874  HISTORY     - 19951130 GOOD             WADT
 SC0874
 SC0874                          STATION DESCRIPTION
 SC0874
 SC0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0874'5.1 MI N FROM RAYMOND.
 SC0874'5.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SC0874'RAYMOND, AT THE JUNCTION OF DIXON ROAD WEST, IN THE TOP AND 2.0 FEET
 SC0874'NORTH OF THE SOUTH END OF THE WEST CONCRETE GUARDRAIL OF A CONCRETE
 SC0874'BRIDGE OVER SMITH CREEK, 13 FEET WEST OF THE CENTER LINE OF THE
 SC0874'HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY, IN R8W T15N,
 SC0874'SECTION 25.
 SC0874
 SC0874                          STATION RECOVERY (1995)
 SC0874
 SC0874'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SC0874'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0836 ***********************************************************************
 SC0836  DESIGNATION -  E 422
 SC0836  PID         -  SC0836
 SC0836  STATE/COUNTY-  WA/PACIFIC
 SC0836  USGS QUAD   -  SOUTH BEND (1994)
 SC0836
 SC0836                         *CURRENT SURVEY CONTROL
 SC0836  ___________________________________________________________________
 SC0836* NAD 83(1986)-  46 41 41.     (N)    123 48 18.     (W)     SCALED    
 SC0836* NAVD 88     -         2.264  (meters)       7.43   (feet)  ADJUSTED  
 SC0836  ___________________________________________________________________
 SC0836  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SC0836  DYNAMIC HT  -           2.265 (meters)       7.43  (feet)  COMP
 SC0836  MODELED GRAV-     980,785.3   (mgal)                       NAVD 88
 SC0836
 SC0836  VERT ORDER  -  FIRST     CLASS II
 SC0836
 SC0836.The horizontal coordinates were scaled from a topographic map and have
 SC0836.an estimated accuracy of +/- 6 seconds.
 SC0836
 SC0836.The orthometric height was determined by differential leveling
 SC0836.and adjusted by the National Geodetic Survey in June 1991..
 SC0836
 SC0836.The geoid height was determined by GEOID03.
 SC0836
 SC0836.The dynamic height is computed by dividing the NAVD 88
 SC0836.geopotential number by the normal gravity value computed on the
 SC0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0836.degrees latitude (g = 980.6199 gals.).
 SC0836
 SC0836.The modeled gravity was interpolated from observed gravity values.
 SC0836
 SC0836;                    North         East    Units  Estimated Accuracy
 SC0836;SPC WA S     -   156,610.      247,300.      MT  (+/- 180 meters Scaled)
 SC0836
 SC0836                          SUPERSEDED SURVEY CONTROL
 SC0836
 SC0836  NGVD 29 (??/??/92)    1.266  (m)            4.15   (f) ADJ UNCH    1 2
 SC0836
 SC0836.Superseded values are not recommended for survey control.
 SC0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0836.See file dsdata.txt to determine how the superseded data were derived.
 SC0836
 SC0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS384715(NAD 83)
 SC0836_MARKER: DB = BENCH MARK DISK
 SC0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0836_STAMPING: E 422 1968
 SC0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0836+STABILITY: SURFACE MOTION
 SC0836
 SC0836  HISTORY     - Date     Condition        Report By
 SC0836  HISTORY     - 1968     MONUMENTED       CGS
 SC0836
 SC0836                          STATION DESCRIPTION
 SC0836
 SC0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0836'4.8 MI W FROM RAYMOND.
 SC0836'0.65 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SC0836'RAYMOND, THENCE 4.15 MILES WEST ALONG STATE HIGHWAY 105, IN R9W T14N,
 SC0836'SECTION 16, AT THE JUNCTION OF A FARM GRAVELED ROAD SOUTHWEST, 48 FEET
 SC0836'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTHWEST OF THE
 SC0836'CENTER LINE OF THE ROAD, 13 FEET NORTHWEST OF THE NORTHWEST END OF A
 SC0836'GATE, 123 FEET NORTHWEST OF POWER POLE X16-33, 1.6 FEET NORTHEAST OF A
 SC0836'FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 SC0836'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 SC0836'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0069 ***********************************************************************
 SD0069  DESIGNATION -  E 423
 SD0069  PID         -  SD0069
 SD0069  STATE/COUNTY-  WA/PACIFIC
 SD0069  USGS QUAD   -  NORTH COVE (1995)
 SD0069
 SD0069                         *CURRENT SURVEY CONTROL
 SD0069  ___________________________________________________________________
 SD0069* NAD 83(1986)-  46 43 37.     (N)    124 03 02.     (W)     SCALED    
 SD0069* NAVD 88     -         2.832  (meters)       9.29   (feet)  ADJUSTED  
 SD0069  ___________________________________________________________________
 SD0069  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SD0069  DYNAMIC HT  -           2.832 (meters)       9.29  (feet)  COMP
 SD0069  MODELED GRAV-     980,741.3   (mgal)                       NAVD 88
 SD0069
 SD0069  VERT ORDER  -  FIRST     CLASS II
 SD0069
 SD0069.The horizontal coordinates were scaled from a topographic map and have
 SD0069.an estimated accuracy of +/- 6 seconds.
 SD0069
 SD0069.The orthometric height was determined by differential leveling
 SD0069.and adjusted by the National Geodetic Survey in June 1991..
 SD0069
 SD0069.The geoid height was determined by GEOID03.
 SD0069
 SD0069.The dynamic height is computed by dividing the NAVD 88
 SD0069.geopotential number by the normal gravity value computed on the
 SD0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0069.degrees latitude (g = 980.6199 gals.).
 SD0069
 SD0069.The modeled gravity was interpolated from observed gravity values.
 SD0069
 SD0069;                    North         East    Units  Estimated Accuracy
 SD0069;SPC WA S     -   161,010.      228,700.      MT  (+/- 180 meters Scaled)
 SD0069
 SD0069                          SUPERSEDED SURVEY CONTROL
 SD0069
 SD0069  NGVD 29 (??/??/92)    1.835  (m)            6.02   (f) ADJ UNCH    1 2
 SD0069
 SD0069.Superseded values are not recommended for survey control.
 SD0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0069.See file dsdata.txt to determine how the superseded data were derived.
 SD0069
 SD0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS197753(NAD 83)
 SD0069_MARKER: DB = BENCH MARK DISK
 SD0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SD0069_SP_SET: CULVERT
 SD0069_STAMPING: E 423 1968
 SD0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0069
 SD0069  HISTORY     - Date     Condition        Report By
 SD0069  HISTORY     - 1968     MONUMENTED       CGS
 SD0069
 SD0069                          STATION DESCRIPTION
 SD0069
 SD0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SD0069'6.85 MI S FROM GRAYLAND.
 SD0069'6.85 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 SD0069'GRAYLAND, IN R11W T14N, SECTION 4, AT THE CROSSING OF PACIFIC COMPANY
 SD0069'DRAINAGE DITCH NO. 1, AT THE JUNCTION OF AN ASPHALT ROAD SOUTHWEST, IN
 SD0069'THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE
 SD0069'CONCRETE BOX CULVERTS, 35 FEET NORTH OF THE CENTER LINE OF THE
 SD0069'HIGHWAY, 180 FEET WEST OF THE CENTER LINE OF A ROAD TO THE GARBAGE
 SD0069'DUMP, 96 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE ROAD
 SD0069'SOUTHWEST, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0056 ***********************************************************************
 SC0056  DESIGNATION -  E 424
 SC0056  PID         -  SC0056
 SC0056  STATE/COUNTY-  WA/LEWIS
 SC0056  USGS QUAD   -  MOSSYROCK (1993)
 SC0056
 SC0056                         *CURRENT SURVEY CONTROL
 SC0056  ___________________________________________________________________
 SC0056* NAD 83(1986)-  46 31 58.     (N)    122 23 02.     (W)     SCALED    
 SC0056* NAVD 88     -       307.747  (meters)    1009.67   (feet)  ADJUSTED  
 SC0056  ___________________________________________________________________
 SC0056  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 SC0056  DYNAMIC HT  -         307.766 (meters)    1009.73  (feet)  COMP
 SC0056  MODELED GRAV-     980,667.7   (mgal)                       NAVD 88
 SC0056
 SC0056  VERT ORDER  -  SECOND    CLASS 0
 SC0056
 SC0056.The horizontal coordinates were scaled from a topographic map and have
 SC0056.an estimated accuracy of +/- 6 seconds.
 SC0056
 SC0056.The orthometric height was determined by differential leveling
 SC0056.and adjusted by the National Geodetic Survey in June 1991..
 SC0056
 SC0056.The geoid height was determined by GEOID03.
 SC0056
 SC0056.The dynamic height is computed by dividing the NAVD 88
 SC0056.geopotential number by the normal gravity value computed on the
 SC0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0056.degrees latitude (g = 980.6199 gals.).
 SC0056
 SC0056.The modeled gravity was interpolated from observed gravity values.
 SC0056
 SC0056;                    North         East    Units  Estimated Accuracy
 SC0056;SPC WA S     -   135,040.      355,500.      MT  (+/- 180 meters Scaled)
 SC0056
 SC0056                          SUPERSEDED SURVEY CONTROL
 SC0056
 SC0056  NGVD 29 (??/??/92)  306.687  (m)         1006.19   (f) ADJ UNCH    2 0
 SC0056
 SC0056.Superseded values are not recommended for survey control.
 SC0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0056.See file dsdata.txt to determine how the superseded data were derived.
 SC0056
 SC0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES472534(NAD 83)
 SC0056_MARKER: DB = BENCH MARK DISK
 SC0056_SETTING: 66 = SET IN ROCK OUTCROP
 SC0056_SP_SET: OUTCROP
 SC0056_STAMPING: E 424 1968
 SC0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC0056+STABILITY: POSITION/ELEVATION WELL
 SC0056
 SC0056  HISTORY     - Date     Condition        Report By
 SC0056  HISTORY     - 1968     MONUMENTED       CGS
 SC0056  HISTORY     - 1984     GOOD             NGS
 SC0056
 SC0056                          STATION DESCRIPTION
 SC0056
 SC0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0056'5.3 MI E FROM MOSSYROCK.
 SC0056'0.2 MILE NORTH ALONG WILLIAMS STREET FROM MOSSYROCK ELEMENTARY SCHOOL
 SC0056'AT MOSSYROCK, THENCE 5.1 MILES EAST ALONG U.S. HIGHWAY 12, IN R3E
 SC0056'T12N, SECTION 12, 0.1 MILE EAST OF THE JUNCTION OF A GRAVELED ROAD
 SC0056'SOUTH, AT THE WEST END OF A CURVE, AT THE EAST END OF A ROCK OUTCROP
 SC0056'CUT, SET VERTICALLY IN THE NORTH FACE OF AN OUTCROP IN THE CUT, 36
 SC0056'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT HIGHER THAN
 SC0056'THE HIGHWAY, AND 2 1/2 FEET ABOVE THE GROUND.
 SC0056
 SC0056                          STATION RECOVERY (1984)
 SC0056
 SC0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1010 ***********************************************************************
 RC1010  DESIGNATION -  E 425
 RC1010  PID         -  RC1010
 RC1010  STATE/COUNTY-  WA/KLICKITAT
 RC1010  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC1010
 RC1010                         *CURRENT SURVEY CONTROL
 RC1010  ___________________________________________________________________
 RC1010* NAD 83(1986)-  45 37 13.     (N)    121 11 35.     (W)     SCALED    
 RC1010* NAVD 88     -        44.634  (meters)     146.44   (feet)  ADJUSTED  
 RC1010  ___________________________________________________________________
 RC1010  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC1010  DYNAMIC HT  -          44.633 (meters)     146.43  (feet)  COMP
 RC1010  MODELED GRAV-     980,602.0   (mgal)                       NAVD 88
 RC1010
 RC1010  VERT ORDER  -  FIRST     CLASS I
 RC1010
 RC1010.The horizontal coordinates were scaled from a topographic map and have
 RC1010.an estimated accuracy of +/- 6 seconds.
 RC1010
 RC1010.The orthometric height was determined by differential leveling
 RC1010.and adjusted by the National Geodetic Survey in June 1991..
 RC1010
 RC1010.The geoid height was determined by GEOID03.
 RC1010
 RC1010.The dynamic height is computed by dividing the NAVD 88
 RC1010.geopotential number by the normal gravity value computed on the
 RC1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1010.degrees latitude (g = 980.6199 gals.).
 RC1010
 RC1010.The modeled gravity was interpolated from observed gravity values.
 RC1010
 RC1010;                    North         East    Units  Estimated Accuracy
 RC1010;SPC WA S     -    32,130.      445,950.      MT  (+/- 180 meters Scaled)
 RC1010
 RC1010                          SUPERSEDED SURVEY CONTROL
 RC1010
 RC1010  NGVD 29 (??/??/92)   43.637  (m)          143.17   (f) ADJ UNCH    1 1
 RC1010
 RC1010.Superseded values are not recommended for survey control.
 RC1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1010.See file dsdata.txt to determine how the superseded data were derived.
 RC1010
 RC1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR408534(NAD 83)
 RC1010_MARKER: DB = BENCH MARK DISK
 RC1010_SETTING: 66 = SET IN ROCK OUTCROP
 RC1010_SP_SET: ROCK OUTCROP
 RC1010_STAMPING: E 425 1968
 RC1010_MARK LOGO: CGS   
 RC1010_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC1010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1010+STABILITY: POSITION/ELEVATION WELL
 RC1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RC1010+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1998
 RC1010
 RC1010  HISTORY     - Date     Condition        Report By
 RC1010  HISTORY     - 1968     MONUMENTED       CGS
 RC1010  HISTORY     - 1987     GOOD             USPSQD
 RC1010  HISTORY     - 19980325 GOOD             NGS
 RC1010
 RC1010                          STATION DESCRIPTION
 RC1010
 RC1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC1010'1.1 MI NW FROM NORTH DALLES.
 RC1010'1.1 MILES NORTHWEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RC1010'FROM THE STATION AT NORTH DALLES, IN R13E T2N, SECTION 33, AT AN
 RC1010'OUTCROP IN A CUT, IN THE TOP OF A LEDGE OF AN OUTCROP WHICH PROJECTS
 RC1010'ABOUT 2 FEET ABOVE THE GROUND, 16.0 FEET EAST OF THE EAST RAIL OF THE
 RC1010'EAST TRACK, 88 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOST 93,
 RC1010'0.9 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK AND 2 FEET
 RC1010'ABOVE THE GROUND.
 RC1010
 RC1010                          STATION RECOVERY (1987)
 RC1010
 RC1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWE)
 RC1010'RECOVERED IN GOOD CONDITION.
 RC1010
 RC1010                          STATION RECOVERY (1998)
 RC1010
 RC1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 RC1010'9.9 KM (6.15 MI) EASTERLY ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 RC1010'IN LYLE, THENCE 2.2 KM (1.35 MI) SOUTHERLY ALONG DALLESPORT ROAD,
 RC1010'THENCE 1.0 KM (0.60 MI) WESTERLY ALONG GARDEN LANE, THENCE 1.0 KM
 RC1010'(0.60 MI) SOUTHERLY ALONG A TRACK ROAD (OLD RAILROAD GRADE) , NEAR THE
 RC1010'CENTER OF A 3 BY 3-FT ROCK LEDGE IN A RAILROAD CUT, 77.5 M (254.3 FT)
 RC1010'EAST OF THE ROAD CENTER, 4.7 M (15.4 FT) EAST OF THE NEAR RAIL OF THE
 RC1010'BURLINGTON NORTHERN RAILROAD, 3.2 M (10.5 FT) SOUTHEAST OF RAILROAD
 RC1010'MILEPOST 93, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, AND 0.2 M
 RC1010'(0.7 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0777 ***********************************************************************
 RC0777  DESIGNATION -  E 426
 RC0777  PID         -  RC0777
 RC0777  STATE/COUNTY-  WA/KLICKITAT
 RC0777  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC0777
 RC0777                         *CURRENT SURVEY CONTROL
 RC0777  ___________________________________________________________________
 RC0777* NAD 83(1986)-  45 40 20.     (N)    120 51 46.     (W)     SCALED    
 RC0777* NAVD 88     -        60.367  (meters)     198.05   (feet)  ADJUSTED  
 RC0777  ___________________________________________________________________
 RC0777  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RC0777  DYNAMIC HT  -          60.365 (meters)     198.05  (feet)  COMP
 RC0777  MODELED GRAV-     980,586.3   (mgal)                       NAVD 88
 RC0777
 RC0777  VERT ORDER  -  FIRST     CLASS I
 RC0777
 RC0777.The horizontal coordinates were scaled from a topographic map and have
 RC0777.an estimated accuracy of +/- 6 seconds.
 RC0777
 RC0777.The orthometric height was determined by differential leveling
 RC0777.and adjusted by the National Geodetic Survey in June 1991..
 RC0777
 RC0777.The geoid height was determined by GEOID03.
 RC0777
 RC0777.The dynamic height is computed by dividing the NAVD 88
 RC0777.geopotential number by the normal gravity value computed on the
 RC0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0777.degrees latitude (g = 980.6199 gals.).
 RC0777
 RC0777.The modeled gravity was interpolated from observed gravity values.
 RC0777
 RC0777;                    North         East    Units  Estimated Accuracy
 RC0777;SPC WA S     -    37,730.      471,730.      MT  (+/- 180 meters Scaled)
 RC0777
 RC0777                          SUPERSEDED SURVEY CONTROL
 RC0777
 RC0777  NGVD 29 (??/??/92)   59.375  (m)          194.80   (f) ADJ UNCH    1 1
 RC0777
 RC0777.Superseded values are not recommended for survey control.
 RC0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0777.See file dsdata.txt to determine how the superseded data were derived.
 RC0777
 RC0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR664598(NAD 83)
 RC0777_MARKER: DB = BENCH MARK DISK
 RC0777_SETTING: 66 = SET IN ROCK OUTCROP
 RC0777_SP_SET: ROCK OUTCROP
 RC0777_STAMPING: E 426 1968
 RC0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0777+STABILITY: POSITION/ELEVATION WELL
 RC0777
 RC0777  HISTORY     - Date     Condition        Report By
 RC0777  HISTORY     - 1968     MONUMENTED       CGS
 RC0777  HISTORY     - 20060215 GOOD             USACE
 RC0777
 RC0777                          STATION DESCRIPTION
 RC0777
 RC0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0777'2.7 MI W FROM MARYHILL.
 RC0777'2.7 MILES WEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RC0777'THE STATION AT MARYHILL, IN R16E T2N, SECTION 7, 0.1 MILE SOUTHWEST OF
 RC0777'SEMAPHORES 1118 AND 1117, 1 1/2 POLES NORTHEAST OF RAILROAD MILEAGE
 RC0777'SIGN 111.58, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET
 RC0777'ABOVE THE GROUND, 25.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.6 FEET
 RC0777'NORTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.
 RC0777
 RC0777                          STATION RECOVERY (2006)
 RC0777
 RC0777'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2006 (CLB)
 RC0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0706 ***********************************************************************
 RC0706  DESIGNATION -  E 427
 RC0706  PID         -  RC0706
 RC0706  STATE/COUNTY-  WA/KLICKITAT
 RC0706  USGS QUAD   -  LUNA GULCH (1983)
 RC0706
 RC0706                         *CURRENT SURVEY CONTROL
 RC0706  ___________________________________________________________________
 RC0706* NAD 83(1986)-  45 45 09.     (N)    120 34 53.     (W)     SCALED    
 RC0706* NAVD 88     -       126.927  (meters)     416.43   (feet)  ADJUSTED  
 RC0706  ___________________________________________________________________
 RC0706  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 RC0706  DYNAMIC HT  -         126.918 (meters)     416.40  (feet)  COMP
 RC0706  MODELED GRAV-     980,551.6   (mgal)                       NAVD 88
 RC0706
 RC0706  VERT ORDER  -  SECOND    CLASS 0
 RC0706
 RC0706.The horizontal coordinates were scaled from a topographic map and have
 RC0706.an estimated accuracy of +/- 6 seconds.
 RC0706
 RC0706.The orthometric height was determined by differential leveling
 RC0706.and adjusted by the National Geodetic Survey in June 1991..
 RC0706
 RC0706.The geoid height was determined by GEOID03.
 RC0706
 RC0706.The dynamic height is computed by dividing the NAVD 88
 RC0706.geopotential number by the normal gravity value computed on the
 RC0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0706.degrees latitude (g = 980.6199 gals.).
 RC0706
 RC0706.The modeled gravity was interpolated from observed gravity values.
 RC0706
 RC0706;                    North         East    Units  Estimated Accuracy
 RC0706;SPC WA S     -    46,590.      493,670.      MT  (+/- 180 meters Scaled)
 RC0706
 RC0706                          SUPERSEDED SURVEY CONTROL
 RC0706
 RC0706  NGVD 29 (??/??/92)  125.930  (m)          413.16   (f) ADJ UNCH    2 0
 RC0706
 RC0706.Superseded values are not recommended for survey control.
 RC0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0706.See file dsdata.txt to determine how the superseded data were derived.
 RC0706
 RC0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR881693(NAD 83)
 RC0706_MARKER: DB = BENCH MARK DISK
 RC0706_SETTING: 66 = SET IN ROCK OUTCROP
 RC0706_SP_SET: ROCK OUTCROP
 RC0706_STAMPING: E 427 1968
 RC0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0706+STABILITY: POSITION/ELEVATION WELL
 RC0706
 RC0706  HISTORY     - Date     Condition        Report By
 RC0706  HISTORY     - 1968     MONUMENTED       CGS
 RC0706
 RC0706                          STATION DESCRIPTION
 RC0706
 RC0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0706'13.0 MI E FROM MARYHILL.
 RC0706'1.4 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPOKANE, PORTLAND AND
 RC0706'SEATTLE RAILWAY STATION AT MARYHILL, THENCE 11.6 MILES EAST ALONG
 RC0706'STATE HIGHWAY 14, IN R18E T3N, SECTION 8, 0.3 MILE EAST OF THE
 RC0706'JUNCTION OF A DRIVEWAY SOUTH, 0.1 MILE WEST OF THE JUNCTION OF A FARM
 RC0706'ROAD, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 RC0706'GROUND, 69 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 59 1/2 FEET
 RC0706'SOUTHEAST OF THE SOUTH END OF A PIPE CULVERT, 32 1/2 FEET EAST OF A
 RC0706'FENCE JUNCTION, 5.8 FEET NORTH OF A FENCE, 2.8 FEET EAST OF A WITNESS
 RC0706'POST, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0185 ***********************************************************************
 RC0185  DESIGNATION -  E 428
 RC0185  PID         -  RC0185
 RC0185  STATE/COUNTY-  WA/KLICKITAT
 RC0185  USGS QUAD   -  SUNDALE (1971)
 RC0185
 RC0185                         *CURRENT SURVEY CONTROL
 RC0185  ___________________________________________________________________
 RC0185* NAD 83(1986)-  45 43 40.     (N)    120 16 37.     (W)     SCALED    
 RC0185* NAVD 88     -       130.407  (meters)     427.84   (feet)  ADJUSTED  
 RC0185  ___________________________________________________________________
 RC0185  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RC0185  DYNAMIC HT  -         130.405 (meters)     427.84  (feet)  COMP
 RC0185  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 RC0185
 RC0185  VERT ORDER  -  SECOND    CLASS 0
 RC0185
 RC0185.The horizontal coordinates were scaled from a topographic map and have
 RC0185.an estimated accuracy of +/- 6 seconds.
 RC0185
 RC0185.The orthometric height was determined by differential leveling
 RC0185.and adjusted by the National Geodetic Survey in June 1991..
 RC0185
 RC0185.The geoid height was determined by GEOID03.
 RC0185
 RC0185.The dynamic height is computed by dividing the NAVD 88
 RC0185.geopotential number by the normal gravity value computed on the
 RC0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0185.degrees latitude (g = 980.6199 gals.).
 RC0185
 RC0185.The modeled gravity was interpolated from observed gravity values.
 RC0185
 RC0185;                    North         East    Units  Estimated Accuracy
 RC0185;SPC WA S     -    43,870.      517,360.      MT  (+/- 180 meters Scaled)
 RC0185
 RC0185                          SUPERSEDED SURVEY CONTROL
 RC0185
 RC0185  NGVD 29 (??/??/92)  129.410  (m)          424.57   (f) ADJ UNCH    2 0
 RC0185
 RC0185.Superseded values are not recommended for survey control.
 RC0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0185.See file dsdata.txt to determine how the superseded data were derived.
 RC0185
 RC0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR118674(NAD 83)
 RC0185_MARKER: DB = BENCH MARK DISK
 RC0185_SETTING: 66 = SET IN ROCK OUTCROP
 RC0185_SP_SET: ROCK OUTCROP
 RC0185_STAMPING: E 428 1968
 RC0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0185+STABILITY: POSITION/ELEVATION WELL
 RC0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0185+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 RC0185
 RC0185  HISTORY     - Date     Condition        Report By
 RC0185  HISTORY     - 1968     MONUMENTED       CGS
 RC0185  HISTORY     - 1989     GOOD             USPSQD
 RC0185  HISTORY     - 20040524 GOOD             USPSQD
 RC0185
 RC0185                          STATION DESCRIPTION
 RC0185
 RC0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0185'3.1 MI W FROM ROOSEVELT.
 RC0185'3.1 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 RC0185'ROOSEVELT, 0.05 MILE WEST OF MILEPOST 130, AT THE INTERSECTION OF A
 RC0185'ROAD, AT A SHALLOW ROCK CUT, IN THE TOP OF A LEDGE OF AN OUTCROP WHICH
 RC0185'PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 27 FEET NORTH OF THE CENTER
 RC0185'LINE OF THE HIGHWAY, 58 FEET WEST OF THE ROAD NORTH, 63 FEET NORTHWEST
 RC0185'OF THE CENTER OF THE JUNCTION, 1.8 FEET EAST OF A WITNESS POST, AND
 RC0185'ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY.
 RC0185
 RC0185                          STATION RECOVERY (1989)
 RC0185
 RC0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0185'RECOVERED IN GOOD CONDITION.
 RC0185
 RC0185                          STATION RECOVERY (2004)
 RC0185
 RC0185'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RC0185'STEEL WITNESS POST IN PLACE, SIGN MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1104 ***********************************************************************
 RB1104  DESIGNATION -  E 429
 RB1104  PID         -  RB1104
 RB1104  STATE/COUNTY-  WA/BENTON
 RB1104  USGS QUAD   -  WEST OF PATERSON (1993)
 RB1104
 RB1104                         *CURRENT SURVEY CONTROL
 RB1104  ___________________________________________________________________
 RB1104* NAD 83(1986)-  45 52 44.     (N)    119 44 08.     (W)     SCALED    
 RB1104* NAVD 88     -       101.544  (meters)     333.15   (feet)  ADJUSTED  
 RB1104  ___________________________________________________________________
 RB1104  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RB1104  DYNAMIC HT  -         101.545 (meters)     333.15  (feet)  COMP
 RB1104  MODELED GRAV-     980,623.0   (mgal)                       NAVD 88
 RB1104
 RB1104  VERT ORDER  -  SECOND    CLASS 0
 RB1104
 RB1104.The horizontal coordinates were scaled from a topographic map and have
 RB1104.an estimated accuracy of +/- 6 seconds.
 RB1104
 RB1104.The orthometric height was determined by differential leveling
 RB1104.and adjusted by the National Geodetic Survey in June 1991..
 RB1104
 RB1104.The geoid height was determined by GEOID03.
 RB1104
 RB1104.The dynamic height is computed by dividing the NAVD 88
 RB1104.geopotential number by the normal gravity value computed on the
 RB1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1104.degrees latitude (g = 980.6199 gals.).
 RB1104
 RB1104.The modeled gravity was interpolated from observed gravity values.
 RB1104
 RB1104;                    North         East    Units  Estimated Accuracy
 RB1104;SPC WA S     -    60,930.      559,340.      MT  (+/- 180 meters Scaled)
 RB1104
 RB1104                          SUPERSEDED SURVEY CONTROL
 RB1104
 RB1104  NGVD 29 (??/??/92)  100.525  (m)          329.81   (f) ADJ UNCH    2 0
 RB1104
 RB1104.Superseded values are not recommended for survey control.
 RB1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1104.See file dsdata.txt to determine how the superseded data were derived.
 RB1104
 RB1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL877842(NAD 83)
 RB1104_MARKER: DB = BENCH MARK DISK
 RB1104_SETTING: 66 = SET IN ROCK OUTCROP
 RB1104_SP_SET: OUTCROP
 RB1104_STAMPING: E 429 1968
 RB1104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RB1104+STABILITY: POSITION/ELEVATION WELL
 RB1104
 RB1104  HISTORY     - Date     Condition        Report By
 RB1104  HISTORY     - 1968     MONUMENTED       CGS
 RB1104  HISTORY     - 1989     GOOD             USPSQD
 RB1104
 RB1104                          STATION DESCRIPTION
 RB1104
 RB1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB1104'8.05 MI SW FROM PATERSON.
 RB1104'8.05 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF STATE
 RB1104'HIGHWAY 221 AT PATERSON, 0.3 MILE NORTHEAST OF THE JUNCTION OF A ROAD
 RB1104'SOUTHEAST TO WHITCOMB ISLAND, IN THE TOP OF AN OUTCROP WHICH PROJECTS
 RB1104'ABOUT 0.2 FOOT ABOVE THE GROUND, 42 FEET NORTHWEST OF THE CENTER LINE
 RB1104'OF THE HIGHWAY, 124 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED
 RB1104'ROAD NORTHWEST, 154 FEET EAST OF THE NORTHEAST END OF A STEEL GATE,
 RB1104'1.2 FEET NORTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE
 RB1104'HIGHWAY.
 RB1104
 RB1104                          STATION RECOVERY (1989)
 RB1104
 RB1104'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RB1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0791 ***********************************************************************
 RC0791  DESIGNATION -  E 43
 RC0791  PID         -  RC0791
 RC0791  STATE/COUNTY-  WA/KLICKITAT
 RC0791  USGS QUAD   -  STACKER BUTTE (1994)
 RC0791
 RC0791                         *CURRENT SURVEY CONTROL
 RC0791  ___________________________________________________________________
 RC0791* NAD 83(1986)-  45 39 36.     (N)    121 01 15.     (W)     SCALED    
 RC0791* NAVD 88     -        53.777  (meters)     176.43   (feet)  POSTED    
 RC0791  ___________________________________________________________________
 RC0791  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC0791  DYNAMIC HT  -          53.780 (meters)     176.44  (feet)  COMP
 RC0791  MODELED GRAV-     980,596.3   (mgal)                       NAVD 88
 RC0791
 RC0791  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RC0791
 RC0791.The horizontal coordinates were scaled from a topographic map and have
 RC0791.an estimated accuracy of +/- 6 seconds.
 RC0791
 RC0791.The orthometric height was determined by differential leveling
 RC0791.and adjusted by the National Geodetic Survey in 1992..
 RC0791.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RC0791.rate of 1.1 thru 2.0 mm/km.
 RC0791
 RC0791.The geoid height was determined by GEOID03.
 RC0791
 RC0791.The dynamic height is computed by dividing the NAVD 88
 RC0791.geopotential number by the normal gravity value computed on the
 RC0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0791.degrees latitude (g = 980.6199 gals.).
 RC0791
 RC0791.The modeled gravity was interpolated from observed gravity values.
 RC0791
 RC0791;                    North         East    Units  Estimated Accuracy
 RC0791;SPC WA S     -    36,440.      459,410.      MT  (+/- 180 meters Scaled)
 RC0791
 RC0791                          SUPERSEDED SURVEY CONTROL
 RC0791
 RC0791  NGVD 29 (??/??/92)   52.77   (m)          173.1    (f) COMPUTED    1 2
 RC0791
 RC0791.Superseded values are not recommended for survey control.
 RC0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0791.See file dsdata.txt to determine how the superseded data were derived.
 RC0791
 RC0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR541581(NAD 83)
 RC0791_MARKER: DB = BENCH MARK DISK
 RC0791_SETTING: 80 = SET IN A BOULDER
 RC0791_SP_SET: BOULDER
 RC0791_STAMPING: E 43 1933
 RC0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0791+STABILITY: SURFACE MOTION
 RC0791
 RC0791  HISTORY     - Date     Condition        Report By
 RC0791  HISTORY     - 1933     MONUMENTED       CGS
 RC0791  HISTORY     - 1935     GOOD             NGS
 RC0791  HISTORY     - 1956     MARK NOT FOUND   NGS
 RC0791  HISTORY     - 1960     MARK NOT FOUND   NGS
 RC0791
 RC0791                          STATION DESCRIPTION
 RC0791
 RC0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC0791'1.9 MI W FROM WISHRAM.
 RC0791'ABOUT 1.9 MILES WEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RC0791'FROM THE STATION AT WISHRAM, KLICKITAT COUNTY, 55-39 FOOT RAIL LENGTHS
 RC0791'EAST OF MILEPOST 103, 12-39 FOOT RAIL LENGTHS NORTHWEST OF THE
 RC0791'SOUTHEAST END OF A LONG TANGENT BEARING NORTHWEST AND SOUTHEAST, 120
 RC0791'FEET SOUTHEAST ALONG THE TRACK FROM A SWITCH STAND AT THE SOUTHEAST
 RC0791'END OF A LONG SIDING AT AVERY, KLICKITAT COUNTY, 14 1/2 FEET NORTHEAST
 RC0791'OF THE CENTER OF THE MAIN TRACK, AND IN THE TOP OF A BOULDER, 6 FEET
 RC0791'LONG, 3 FEET WIDE, PROJECTING 2 1/2 FEET ABOVE THE GROUND ON ITS UPPER
 RC0791'SIDE.  A STANDARD DISK, STAMPED E 43 1933, AND SET 1 FOOT ABOVE THE
 RC0791'LEVEL OF THE TRACK.
 RC0791
 RC0791                          STATION RECOVERY (1956)
 RC0791
 RC0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RC0791'MARK NOT FOUND.
 RC0791
 RC0791                          STATION RECOVERY (1960)
 RC0791
 RC0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 RC0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0160 ***********************************************************************
 SA0160  DESIGNATION -  E 430
 SA0160  PID         -  SA0160
 SA0160  STATE/COUNTY-  WA/COLUMBIA
 SA0160  USGS QUAD   -  HUNTSVILLE (1967)
 SA0160
 SA0160                         *CURRENT SURVEY CONTROL
 SA0160  ___________________________________________________________________
 SA0160* NAD 83(1986)-  46 17 20.     (N)    118 05 39.     (W)     SCALED    
 SA0160* NAVD 88     -       416.791  (meters)    1367.42   (feet)  ADJUSTED  
 SA0160  ___________________________________________________________________
 SA0160  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 SA0160  DYNAMIC HT  -         416.769 (meters)    1367.35  (feet)  COMP
 SA0160  MODELED GRAV-     980,552.3   (mgal)                       NAVD 88
 SA0160
 SA0160  VERT ORDER  -  FIRST     CLASS I
 SA0160
 SA0160.The horizontal coordinates were scaled from a topographic map and have
 SA0160.an estimated accuracy of +/- 6 seconds.
 SA0160
 SA0160.The orthometric height was determined by differential leveling
 SA0160.and adjusted by the National Geodetic Survey in June 1991..
 SA0160
 SA0160.The geoid height was determined by GEOID03.
 SA0160
 SA0160.The dynamic height is computed by dividing the NAVD 88
 SA0160.geopotential number by the normal gravity value computed on the
 SA0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0160.degrees latitude (g = 980.6199 gals.).
 SA0160
 SA0160.The modeled gravity was interpolated from observed gravity values.
 SA0160
 SA0160;                    North         East    Units  Estimated Accuracy
 SA0160;SPC WA S     -   109,040.      685,350.      MT  (+/- 180 meters Scaled)
 SA0160
 SA0160                          SUPERSEDED SURVEY CONTROL
 SA0160
 SA0160  NGVD 29 (??/??/92)  415.802  (m)         1364.18   (f) ADJ UNCH    1 1
 SA0160
 SA0160.Superseded values are not recommended for survey control.
 SA0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0160.See file dsdata.txt to determine how the superseded data were derived.
 SA0160
 SA0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM157267(NAD 83)
 SA0160_MARKER: DB = BENCH MARK DISK
 SA0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0160_SP_SET: BRIDGE
 SA0160_STAMPING: E 430 1968
 SA0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0160
 SA0160  HISTORY     - Date     Condition        Report By
 SA0160  HISTORY     - 1968     MONUMENTED       CGS
 SA0160
 SA0160                          STATION DESCRIPTION
 SA0160
 SA0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0160'3.3 MI NE FROM WAITSBURG.
 SA0160'3.3 MILES NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF STATE
 SA0160'HIGHWAY 124 AT WAITSBURG, 0.15 MILE WEST OF MILEPOST 361, IN THE TOP
 SA0160'AND 1.3 FEET WEST OF THE EAST END OF THE NORTH CONCRETE GUARDRAIL OF
 SA0160'CONCRETE BRIDGE 3-506.25, 13 FEET NORTH OF THE CENTER LINE OF THE
 SA0160'HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0350 ***********************************************************************
 SA0350  DESIGNATION -  E 431
 SA0350  PID         -  SA0350
 SA0350  STATE/COUNTY-  WA/WALLA WALLA
 SA0350  USGS QUAD   -  WALLULA (1992)
 SA0350
 SA0350                         *CURRENT SURVEY CONTROL
 SA0350  ___________________________________________________________________
 SA0350* NAD 83(1986)-  46 03 20.     (N)    118 54 19.     (W)     SCALED    
 SA0350* NAVD 88     -       119.028  (meters)     390.51   (feet)  ADJUSTED  
 SA0350  ___________________________________________________________________
 SA0350  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SA0350  DYNAMIC HT  -         119.028 (meters)     390.51  (feet)  COMP
 SA0350  MODELED GRAV-     980,621.3   (mgal)                       NAVD 88
 SA0350
 SA0350  VERT ORDER  -  FIRST     CLASS I
 SA0350
 SA0350.The horizontal coordinates were scaled from a topographic map and have
 SA0350.an estimated accuracy of +/- 6 seconds.
 SA0350
 SA0350.The orthometric height was determined by differential leveling
 SA0350.and adjusted by the National Geodetic Survey in June 1991..
 SA0350
 SA0350.The geoid height was determined by GEOID03.
 SA0350
 SA0350.The dynamic height is computed by dividing the NAVD 88
 SA0350.geopotential number by the normal gravity value computed on the
 SA0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0350.degrees latitude (g = 980.6199 gals.).
 SA0350
 SA0350.The modeled gravity was interpolated from observed gravity values.
 SA0350
 SA0350;                    North         East    Units  Estimated Accuracy
 SA0350;SPC WA S     -    81,520.      623,400.      MT  (+/- 180 meters Scaled)
 SA0350
 SA0350                          SUPERSEDED SURVEY CONTROL
 SA0350
 SA0350  NGVD 29 (??/??/92)  118.025  (m)          387.22   (f) ADJ UNCH    1 1
 SA0350
 SA0350.Superseded values are not recommended for survey control.
 SA0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0350.See file dsdata.txt to determine how the superseded data were derived.
 SA0350
 SA0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM526019(NAD 83)
 SA0350_MARKER: DD = SURVEY DISK
 SA0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0350_SP_SET: CULVERT
 SA0350_STAMPING: E 431
 SA0350_MARK LOGO: USE   
 SA0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0350
 SA0350  HISTORY     - Date     Condition        Report By
 SA0350  HISTORY     - UNK      MONUMENTED       DOD
 SA0350  HISTORY     - 1968     GOOD             CGS
 SA0350  HISTORY     - 1981     GOOD             NGS
 SA0350  HISTORY     - 20040425 GOOD             GEOCAC
 SA0350
 SA0350                          STATION DESCRIPTION
 SA0350
 SA0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0350'0.3 MI E FROM WALLULA JUNCTION.
 SA0350'0.3 MILE EAST ALONG U.S. HIGHWAY 12 FROM THE STATE TRUCK SCALES AT
 SA0350'WALLULA JUNCTION, IN R31E T7N, SECTION 26, 0.15 MILE WEST OF MILEPOST
 SA0350'308, AT THE JUNCTION OF A ROAD SOUTH TO COLORED HORSE RANCH, IN THE
 SA0350'TOP AND 0.8 FOOT WEST OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL
 SA0350'OF A LARGE CONCRETE BOX CULVERT, 52 FEET SOUTH OF THE CENTER LINE OF
 SA0350'THE HIGHWAY, 104 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 SA0350'18 FEET LOWER THAN THE HIGHWAY.
 SA0350
 SA0350                          STATION RECOVERY (1981)
 SA0350
 SA0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0350'RECOVERED IN GOOD CONDITION.
 SA0350
 SA0350                          STATION RECOVERY (2004)
 SA0350
 SA0350'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0188 ***********************************************************************
 SA0188  DESIGNATION -  E 432
 SA0188  PID         -  SA0188
 SA0188  STATE/COUNTY-  WA/WALLA WALLA
 SA0188  USGS QUAD   -  COLLEGE PLACE (1978)
 SA0188
 SA0188                         *CURRENT SURVEY CONTROL
 SA0188  ___________________________________________________________________
 SA0188* NAD 83(1986)-  46 04 03.     (N)    118 23 18.     (W)     SCALED    
 SA0188* NAVD 88     -       248.034  (meters)     813.76   (feet)  ADJUSTED  
 SA0188  ___________________________________________________________________
 SA0188  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 SA0188  DYNAMIC HT  -         248.027 (meters)     813.74  (feet)  COMP
 SA0188  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 SA0188
 SA0188  VERT ORDER  -  FIRST     CLASS I
 SA0188
 SA0188.The horizontal coordinates were scaled from a topographic map and have
 SA0188.an estimated accuracy of +/- 6 seconds.
 SA0188
 SA0188.The orthometric height was determined by differential leveling
 SA0188.and adjusted by the National Geodetic Survey in June 1991..
 SA0188
 SA0188.The geoid height was determined by GEOID03.
 SA0188
 SA0188.The dynamic height is computed by dividing the NAVD 88
 SA0188.geopotential number by the normal gravity value computed on the
 SA0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0188.degrees latitude (g = 980.6199 gals.).
 SA0188
 SA0188.The modeled gravity was interpolated from observed gravity values.
 SA0188
 SA0188;                    North         East    Units  Estimated Accuracy
 SA0188;SPC WA S     -    83,790.      663,350.      MT  (+/- 180 meters Scaled)
 SA0188
 SA0188                          SUPERSEDED SURVEY CONTROL
 SA0188
 SA0188  NGVD 29 (??/??/92)  247.04   (m)          810.5    (f) COMPUTED    1 1
 SA0188
 SA0188.Superseded values are not recommended for survey control.
 SA0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0188.See file dsdata.txt to determine how the superseded data were derived.
 SA0188
 SA0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM926024(NAD 83)
 SA0188_MARKER: DB = BENCH MARK DISK
 SA0188_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SA0188_SP_SET: CULVERT HEADWALL
 SA0188_STAMPING: E 432 1968
 SA0188_MARK LOGO: CGS   
 SA0188_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0188+STABILITY: SURFACE MOTION
 SA0188
 SA0188  HISTORY     - Date     Condition        Report By
 SA0188  HISTORY     - 1968     MONUMENTED       CGS
 SA0188  HISTORY     - 19781101 GOOD             NGS
 SA0188  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 SA0188
 SA0188                          STATION DESCRIPTION
 SA0188
 SA0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0188'2.1 MI W FROM WALLA WALLA.
 SA0188'0.55 MILE NORTH ALONG 13TH AVENUE FROM THE UNION PACIFIC RAILROAD
 SA0188'STATION AT WALLA WALLA, THENCE 1.55 MILES WEST ALONG U.S. HIGHWAY 12,
 SA0188'IN R35E T7N, SECTION 24, 0.3 MILE EAST OF MILEPOST 334, AT THE
 SA0188'SOUTHEAST CORNER OF THE JUNCTION OF GOSE ROAD, IN THE TOP AND 0.5 FOOT
 SA0188'EAST OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT, 38
 SA0188'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 9 1/2 FEET SOUTHEAST OF
 SA0188'POWER POLE LP 41, 22 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 SA0188'ABOUT LEVEL WITH THE HIGHWAY.
 SA0188
 SA0188                          STATION RECOVERY (1978)
 SA0188
 SA0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SA0188'RECOVERED IN GOOD CONDITION.
 SA0188
 SA0188                          STATION RECOVERY (2005)
 SA0188
 SA0188'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2545 ***********************************************************************
 SA2545  DESIGNATION -  E 432 RESET
 SA2545  PID         -  SA2545
 SA2545  STATE/COUNTY-  WA/WALLA WALLA
 SA2545  USGS QUAD   -  COLLEGE PLACE (1978)
 SA2545
 SA2545                         *CURRENT SURVEY CONTROL
 SA2545  ___________________________________________________________________
 SA2545* NAD 83(1986)-  46 04 03.     (N)    118 23 18.     (W)     SCALED    
 SA2545* NAVD 88     -       247.74   (meters)     812.8    (feet)  RESET     
 SA2545  ___________________________________________________________________
 SA2545  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 SA2545
 SA2545  VERT ORDER  -  THIRD
 SA2545
 SA2545.The horizontal coordinates were scaled from a topographic map and have
 SA2545.an estimated accuracy of +/- 6 seconds.
 SA2545
 SA2545.The orthometric height was computed from unverified reset data.
 SA2545
 SA2545.The geoid height was determined by GEOID03.
 SA2545
 SA2545;                    North         East    Units  Estimated Accuracy
 SA2545;SPC WA S     -    83,790.      663,350.      MT  (+/- 180 meters Scaled)
 SA2545
 SA2545                          SUPERSEDED SURVEY CONTROL
 SA2545
 SA2545.No superseded survey control is available for this station.
 SA2545
 SA2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM926024(NAD 83)
 SA2545_MARKER: DV = VERTICAL CONTROL DISK
 SA2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2545_SP_SET: CONCRETE POST
 SA2545_STAMPING: E 432 RESET 1978
 SA2545_MARK LOGO: NGS   
 SA2545_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2545+STABILITY: SURFACE MOTION
 SA2545
 SA2545  HISTORY     - Date     Condition        Report By
 SA2545  HISTORY     - 1978     MONUMENTED       NGS
 SA2545  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 SA2545
 SA2545                          STATION DESCRIPTION
 SA2545
 SA2545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SA2545'0.8 MILE (1.3 KM) WEST ALONG US HIGHWAY 12 FROM THE INTERSECTION OF
 SA2545'DELL AVENUE NEAR THE WEST SIDE OF WALLA WALLA, IN T7N R35E SECTION
 SA2545'24, 88 FEET (26.8 M) NORTH OF THE CENTERLINE OF US HIGHWAY 12 AT THE
 SA2545'INTERSECTION OF GOOSE ROAD, 21 FEET (6.4 M) WEST OF THE CENTERLINE OF
 SA2545'GOOSE ROAD, 5 FEET (1.5 M) NORTH OF POWER LINE POLE NUMBER 239202,
 SA2545'2.5 FEET (0.8 M) SOUTH OF A METAL WITNESS POST AND 1.0 FOOT (0.3 M)
 SA2545'EAST OF A FENCE.
 SA2545
 SA2545                          STATION RECOVERY (2005)
 SA2545
 SA2545'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA2545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0731 ***********************************************************************
 RC0731  DESIGNATION -  E 433
 RC0731  PID         -  RC0731
 RC0731  STATE/COUNTY-  WA/KLICKITAT
 RC0731  USGS QUAD   -  GOLDENDALE (1983)
 RC0731
 RC0731                         *CURRENT SURVEY CONTROL
 RC0731  ___________________________________________________________________
 RC0731* NAD 83(1986)-  45 50 53.     (N)    120 47 33.     (W)     SCALED    
 RC0731* NAVD 88     -       528.281  (meters)    1733.20   (feet)  ADJUSTED  
 RC0731  ___________________________________________________________________
 RC0731  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 RC0731  DYNAMIC HT  -         528.241 (meters)    1733.07  (feet)  COMP
 RC0731  MODELED GRAV-     980,523.1   (mgal)                       NAVD 88
 RC0731
 RC0731  VERT ORDER  -  FIRST     CLASS I
 RC0731
 RC0731.The horizontal coordinates were scaled from a topographic map and have
 RC0731.an estimated accuracy of +/- 6 seconds.
 RC0731
 RC0731.The orthometric height was determined by differential leveling
 RC0731.and adjusted by the National Geodetic Survey in June 1991..
 RC0731
 RC0731.The geoid height was determined by GEOID03.
 RC0731
 RC0731.The dynamic height is computed by dividing the NAVD 88
 RC0731.geopotential number by the normal gravity value computed on the
 RC0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0731.degrees latitude (g = 980.6199 gals.).
 RC0731
 RC0731.The modeled gravity was interpolated from observed gravity values.
 RC0731
 RC0731;                    North         East    Units  Estimated Accuracy
 RC0731;SPC WA S     -    57,250.      477,280.      MT  (+/- 180 meters Scaled)
 RC0731
 RC0731                          SUPERSEDED SURVEY CONTROL
 RC0731
 RC0731  NGVD 29 (??/??/92)  527.289  (m)         1729.95   (f) ADJ UNCH    1 1
 RC0731
 RC0731.Superseded values are not recommended for survey control.
 RC0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0731.See file dsdata.txt to determine how the superseded data were derived.
 RC0731
 RC0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR713795(NAD 83)
 RC0731_MARKER: DB = BENCH MARK DISK
 RC0731_SETTING: 66 = SET IN ROCK OUTCROP
 RC0731_SP_SET: ROCK OUTCROP
 RC0731_STAMPING: E 433 1968
 RC0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0731+STABILITY: POSITION/ELEVATION WELL
 RC0731
 RC0731  HISTORY     - Date     Condition        Report By
 RC0731  HISTORY     - 1968     MONUMENTED       CGS
 RC0731  HISTORY     - 20040229 GOOD             USPSQD
 RC0731  HISTORY     - 20060220 GOOD             USPSQD
 RC0731
 RC0731                          STATION DESCRIPTION
 RC0731
 RC0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0731'2.7 MI NE FROM GOLDENDALE.
 RC0731'2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 97 FROM THE COURTHOUSE AT
 RC0731'GOLDENDALE, 0.35 MILE NORTHEAST OF A BRIDGE OVER LITTLE KLICKITAT
 RC0731'RIVER, SET VERTICALLY IN A ROCK OUTCROP, ABOUT 2 FEET ABOVE THE
 RC0731'GROUND, 52 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 169 FEET
 RC0731'SOUTHWEST OF THE CENTER LINE OF A ROAD NORTHWEST, 155 FEET SOUTHWEST
 RC0731'OF THE NORTHWEST END OF A ROCK CUT, AND ABOUT 3 FEET HIGHER THAN THE
 RC0731'HIGHWAY.
 RC0731
 RC0731                          STATION RECOVERY (2004)
 RC0731
 RC0731'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RC0731'RECOVERED IN GOOD CONDITION.
 RC0731
 RC0731                          STATION RECOVERY (2006)
 RC0731
 RC0731'RECOVERY NOTE BY US POWER SQUADRON 2006 (GDH)
 RC0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0088 ***********************************************************************
 SA0088  DESIGNATION -  E 435
 SA0088  PID         -  SA0088
 SA0088  STATE/COUNTY-  WA/WHITMAN
 SA0088  USGS QUAD   -  RATTLESNAKE CANYON (1981)
 SA0088
 SA0088                         *CURRENT SURVEY CONTROL
 SA0088  ___________________________________________________________________
 SA0088* NAD 83(1986)-  46 45 55.     (N)    118 00 05.     (W)     SCALED    
 SA0088* NAVD 88     -       382.909  (meters)    1256.26   (feet)  ADJUSTED  
 SA0088  ___________________________________________________________________
 SA0088  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 SA0088  DYNAMIC HT  -         382.916 (meters)    1256.28  (feet)  COMP
 SA0088  MODELED GRAV-     980,621.1   (mgal)                       NAVD 88
 SA0088
 SA0088  VERT ORDER  -  SECOND    CLASS 0
 SA0088
 SA0088.The horizontal coordinates were scaled from a topographic map and have
 SA0088.an estimated accuracy of +/- 6 seconds.
 SA0088
 SA0088.The orthometric height was determined by differential leveling
 SA0088.and adjusted by the National Geodetic Survey in June 1991..
 SA0088
 SA0088.The geoid height was determined by GEOID03.
 SA0088
 SA0088.The dynamic height is computed by dividing the NAVD 88
 SA0088.geopotential number by the normal gravity value computed on the
 SA0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0088.degrees latitude (g = 980.6199 gals.).
 SA0088
 SA0088.The modeled gravity was interpolated from observed gravity values.
 SA0088
 SA0088;                    North         East    Units  Estimated Accuracy
 SA0088;SPC WA S     -   162,180.      690,820.      MT  (+/- 180 meters Scaled)
 SA0088
 SA0088                          SUPERSEDED SURVEY CONTROL
 SA0088
 SA0088  NGVD 29 (??/??/92)  381.897  (m)         1252.94   (f) ADJ UNCH    2 0
 SA0088
 SA0088.Superseded values are not recommended for survey control.
 SA0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0088.See file dsdata.txt to determine how the superseded data were derived.
 SA0088
 SA0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM235795(NAD 83)
 SA0088_MARKER: DB = BENCH MARK DISK
 SA0088_SETTING: 66 = SET IN ROCK OUTCROP
 SA0088_SP_SET: OUTCROP
 SA0088_STAMPING: E 435 1968
 SA0088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0088+STABILITY: POSITION/ELEVATION WELL
 SA0088
 SA0088  HISTORY     - Date     Condition        Report By
 SA0088  HISTORY     - 1968     MONUMENTED       CGS
 SA0088
 SA0088                          STATION DESCRIPTION
 SA0088
 SA0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0088'7.1 MI SW FROM LA CROSSE.
 SA0088'3.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD AND AN ASPHLAT
 SA0088'ROAD FROM THE STATION AT LA CROSSE, THENCE 3.75 MILES SOUTHWEST ALONG
 SA0088'STATE HIGHWAY 26, 0.5 MILE SOUTHWEST OF MILEPOST 100, NEAR THE EAST
 SA0088'END OF A CURVE, SET VERTICALLY IN THE SOUTH FACE OF AN OUTCROP IN A
 SA0088'CUT, 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTH OF
 SA0088'A FENCE, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1161 ***********************************************************************
 RZ1161  DESIGNATION -  E 436
 RZ1161  PID         -  RZ1161
 RZ1161  STATE/COUNTY-  WA/COLUMBIA
 RZ1161  USGS QUAD   -  DELANEY (1981)
 RZ1161
 RZ1161                         *CURRENT SURVEY CONTROL
 RZ1161  ___________________________________________________________________
 RZ1161* NAD 83(1986)-  46 31 24.     (N)    117 55 54.     (W)     SCALED    
 RZ1161* NAVD 88     -       310.756  (meters)    1019.54   (feet)  ADJUSTED  
 RZ1161  ___________________________________________________________________
 RZ1161  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 RZ1161  DYNAMIC HT  -         310.751 (meters)    1019.52  (feet)  COMP
 RZ1161  MODELED GRAV-     980,591.6   (mgal)                       NAVD 88
 RZ1161
 RZ1161  VERT ORDER  -  FIRST     CLASS I
 RZ1161
 RZ1161.The horizontal coordinates were scaled from a topographic map and have
 RZ1161.an estimated accuracy of +/- 6 seconds.
 RZ1161
 RZ1161.The orthometric height was determined by differential leveling
 RZ1161.and adjusted by the National Geodetic Survey in June 1991..
 RZ1161
 RZ1161.The geoid height was determined by GEOID03.
 RZ1161
 RZ1161.The dynamic height is computed by dividing the NAVD 88
 RZ1161.geopotential number by the normal gravity value computed on the
 RZ1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1161.degrees latitude (g = 980.6199 gals.).
 RZ1161
 RZ1161.The modeled gravity was interpolated from observed gravity values.
 RZ1161
 RZ1161;                    North         East    Units  Estimated Accuracy
 RZ1161;SPC WA S     -   135,480.      697,020.      MT  (+/- 180 meters Scaled)
 RZ1161
 RZ1161                          SUPERSEDED SURVEY CONTROL
 RZ1161
 RZ1161  NGVD 29 (??/??/92)  309.790  (m)         1016.37   (f) ADJ UNCH    1 1
 RZ1161
 RZ1161.Superseded values are not recommended for survey control.
 RZ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1161.See file dsdata.txt to determine how the superseded data were derived.
 RZ1161
 RZ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM285526(NAD 83)
 RZ1161_MARKER: DB = BENCH MARK DISK
 RZ1161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1161_SP_SET: CULVERT
 RZ1161_STAMPING: E 436 1968
 RZ1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1161
 RZ1161  HISTORY     - Date     Condition        Report By
 RZ1161  HISTORY     - 1968     MONUMENTED       CGS
 RZ1161
 RZ1161                          STATION DESCRIPTION
 RZ1161
 RZ1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1161'17.05 MI NE FROM DAYTON.
 RZ1161'17.05 MILES NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RZ1161'DAYTON, IN R39E T12N, SECTION 16, 0.6 MILE NORTHEAST OF MILEPOST 384,
 RZ1161'AT MILLER GULCH, IN THE TOP AND 0.6 FOOT NORTHEAST OF THE SOUTHWEST
 RZ1161'END OF THE SOUTHEAST CONCRETE HEADWALL OF A STOCK UNDERCROSSING, 46
 RZ1161'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 11 1/2
 RZ1161'FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1917 ***********************************************************************
 RZ1917  DESIGNATION -  E 437 RESET
 RZ1917  PID         -  RZ1917
 RZ1917  STATE/COUNTY-  WA/GARFIELD
 RZ1917  USGS QUAD   -  ALPOWA RIDGE (1971)
 RZ1917
 RZ1917                         *CURRENT SURVEY CONTROL
 RZ1917  ___________________________________________________________________
 RZ1917* NAD 83(1986)-  46 28 03.     (N)    117 29 34.     (W)     SCALED    
 RZ1917* NAVD 88     -       671.46   (meters)    2202.9    (feet)  RESET     
 RZ1917  ___________________________________________________________________
 RZ1917  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 RZ1917
 RZ1917  VERT ORDER  -  THIRD
 RZ1917
 RZ1917.The horizontal coordinates were scaled from a topographic map and have
 RZ1917.an estimated accuracy of +/- 6 seconds.
 RZ1917
 RZ1917.The orthometric height was computed from unverified reset data.
 RZ1917
 RZ1917.The geoid height was determined by GEOID03.
 RZ1917
 RZ1917;                    North         East    Units  Estimated Accuracy
 RZ1917;SPC WA S     -   130,460.      730,900.      MT  (+/- 180 meters Scaled)
 RZ1917
 RZ1917                          SUPERSEDED SURVEY CONTROL
 RZ1917
 RZ1917  NGVD 29 (12/17/02)  670.45   (m)         2199.6    (f) RESET       3  
 RZ1917
 RZ1917.Superseded values are not recommended for survey control.
 RZ1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1917.See file dsdata.txt to determine how the superseded data were derived.
 RZ1917
 RZ1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM621461(NAD 83)
 RZ1917_MARKER: DV = VERTICAL CONTROL DISK
 RZ1917_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1917_SP_SET: ROCK OUTCROP
 RZ1917_STAMPING: E 437 RESET 1978
 RZ1917_MARK LOGO: NGS   
 RZ1917_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1917+STABILITY: POSITION/ELEVATION WELL
 RZ1917
 RZ1917  HISTORY     - Date     Condition        Report By
 RZ1917  HISTORY     - 1978     MONUMENTED       WADT
 RZ1917
 RZ1917                          STATION DESCRIPTION
 RZ1917
 RZ1917'DESCRIBED BY WA DEPT OF TRANSP 1978
 RZ1917'5.0 MILES (8.0 KM) EAST ALONG US HIGHWAY 12 FROM THE COURTHOUSE IN
 RZ1917'POMEROY, 0.4 MILE (0.6 KM) WEST OF MILEPOST 409, 0.12 MILE (0.19 KM)
 RZ1917'WEST OF THE JUNCTION OF A DRIVEWAY SOUTH TO A HOUSE, SET HORIZONTALLY
 RZ1917'IN A ROCK OUTCROPPING IN A CUT, 45 FEET (13.7 M) NORTH OF THE
 RZ1917'CENTERLINE OF THE HIGHWAY, ABOUT 6 FEET (1.8 M) HIGHER THAN THE
 RZ1917'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0899 ***********************************************************************
 RZ0899  DESIGNATION -  E 438
 RZ0899  PID         -  RZ0899
 RZ0899  STATE/COUNTY-  WA/ASOTIN
 RZ0899  USGS QUAD   -  CLARKSTON (1971)
 RZ0899
 RZ0899                         *CURRENT SURVEY CONTROL
 RZ0899  ___________________________________________________________________
 RZ0899* NAD 83(1986)-  46 25 13.     (N)    117 07 05.     (W)     SCALED    
 RZ0899* NAVD 88     -       221.166  (meters)     725.61   (feet)  ADJUSTED  
 RZ0899  ___________________________________________________________________
 RZ0899  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 RZ0899  DYNAMIC HT  -         221.165 (meters)     725.61  (feet)  COMP
 RZ0899  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 RZ0899
 RZ0899  VERT ORDER  -  FIRST     CLASS I
 RZ0899
 RZ0899.The horizontal coordinates were scaled from a topographic map and have
 RZ0899.an estimated accuracy of +/- 6 seconds.
 RZ0899
 RZ0899.The orthometric height was determined by differential leveling
 RZ0899.and adjusted by the National Geodetic Survey in June 1991..
 RZ0899
 RZ0899.The geoid height was determined by GEOID03.
 RZ0899
 RZ0899.The dynamic height is computed by dividing the NAVD 88
 RZ0899.geopotential number by the normal gravity value computed on the
 RZ0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0899.degrees latitude (g = 980.6199 gals.).
 RZ0899
 RZ0899.The modeled gravity was interpolated from observed gravity values.
 RZ0899
 RZ0899;                    North         East    Units  Estimated Accuracy
 RZ0899;SPC WA S     -   126,390.      759,890.      MT  (+/- 180 meters Scaled)
 RZ0899
 RZ0899                          SUPERSEDED SURVEY CONTROL
 RZ0899
 RZ0899  NGVD 29 (??/??/92)  220.186  (m)          722.39   (f) ADJ UNCH    1 1
 RZ0899
 RZ0899.Superseded values are not recommended for survey control.
 RZ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0899.See file dsdata.txt to determine how the superseded data were derived.
 RZ0899
 RZ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM909407(NAD 83)
 RZ0899_MARKER: DB = BENCH MARK DISK
 RZ0899_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0899_SP_SET: OUTCROP
 RZ0899_STAMPING: E 438 1968
 RZ0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0899+STABILITY: POSITION/ELEVATION WELL
 RZ0899
 RZ0899  HISTORY     - Date     Condition        Report By
 RZ0899  HISTORY     - 1968     MONUMENTED       CGS
 RZ0899  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0899
 RZ0899                          STATION DESCRIPTION
 RZ0899
 RZ0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ0899'5.0 MI W FROM CLARKSTON.
 RZ0899'5.0 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE WEST END OF THE SNAKE
 RZ0899'RIVER BRIDGE AT CLARKSTON, 0.2 MILE NORTHWEST OF THE JUNCTION OF EVANS
 RZ0899'ROAD, 0.05 MILE SOUTHEAST OF MILEPOST 430, SET VERTICALLY IN THE
 RZ0899'NORTHEAST FACE OF A MASSIVE OUTCROP IN A CUT, 26 1/2 FEET SOUTH OF THE
 RZ0899'CENTER LINE OF THE HIGHWAY, 96 FEET WEST AND ACROSS THE HIGHWAY FROM
 RZ0899'TELEPHONE POLE 35, ABOUT 4 FEET HIGHER THAN THE HIGHWAY AND 2 FEET
 RZ0899'ABOVE THE GROUND.
 RZ0899
 RZ0899                          STATION RECOVERY (1980)
 RZ0899
 RZ0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0899'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-MARK
 RZ0899'BELIEVED BURIED BY ROAD FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1776 ***********************************************************************
 RC1776  DESIGNATION -  E 44
 RC1776  PID         -  RC1776
 RC1776  STATE/COUNTY-  WA/SKAMANIA
 RC1776  USGS QUAD   -  HOOD RIVER (1994)
 RC1776
 RC1776                         *CURRENT SURVEY CONTROL
 RC1776  ___________________________________________________________________
 RC1776* NAD 83(1986)-  45 42 38.     (N)    121 37 28.     (W)     SCALED    
 RC1776* NAVD 88     -        33.452  (meters)     109.75   (feet)  ADJUSTED  
 RC1776  ___________________________________________________________________
 RC1776  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RC1776  DYNAMIC HT  -          33.451 (meters)     109.75  (feet)  COMP
 RC1776  MODELED GRAV-     980,593.2   (mgal)                       NAVD 88
 RC1776
 RC1776  VERT ORDER  -  FIRST     CLASS II
 RC1776
 RC1776.The horizontal coordinates were scaled from a topographic map and have
 RC1776.an estimated accuracy of +/- 6 seconds.
 RC1776
 RC1776.The orthometric height was determined by differential leveling
 RC1776.and adjusted by the National Geodetic Survey in June 1991..
 RC1776
 RC1776.The geoid height was determined by GEOID03.
 RC1776
 RC1776.The dynamic height is computed by dividing the NAVD 88
 RC1776.geopotential number by the normal gravity value computed on the
 RC1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1776.degrees latitude (g = 980.6199 gals.).
 RC1776
 RC1776.The modeled gravity was interpolated from observed gravity values.
 RC1776
 RC1776;                    North         East    Units  Estimated Accuracy
 RC1776;SPC WA S     -    42,550.      412,440.      MT  (+/- 180 meters Scaled)
 RC1776
 RC1776                          SUPERSEDED SURVEY CONTROL
 RC1776
 RC1776  NGVD 29 (??/??/92)   32.424  (m)          106.38   (f) ADJ UNCH    1 2
 RC1776
 RC1776.Superseded values are not recommended for survey control.
 RC1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1776.See file dsdata.txt to determine how the superseded data were derived.
 RC1776
 RC1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR070628(NAD 83)
 RC1776_MARKER: DB = BENCH MARK DISK
 RC1776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC1776_SP_SET: TUNNEL
 RC1776_STAMPING: E 44 1933 106.217
 RC1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1776
 RC1776  HISTORY     - Date     Condition        Report By
 RC1776  HISTORY     - 1933     MONUMENTED       CGS
 RC1776  HISTORY     - 1935     GOOD             NGS
 RC1776
 RC1776                          STATION DESCRIPTION
 RC1776
 RC1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC1776'1.7 MI E FROM COOKS.
 RC1776'ABOUT 1.7 MILES EAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RC1776'FROM THE STATION AT COOKS, SKAMANIA COUNTY, 90 FEET EAST OF CULVERT
 RC1776'67.51, ON THE OUTSIDE OF A CURVE, IN THE SOUTHWEST FACE OF ROCK TUNNEL
 RC1776'2, 14 FEET SOUTHEAST OF THE CENTER OF THE TRACK, AND 2 FEET HIGHER
 RC1776'THAN THE TRACK.  A STANDARD DISK, STAMPED E 44 1933, AND SET
 RC1776'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0883 ***********************************************************************
 SD0883  DESIGNATION -  E 443 RESET
 SD0883  PID         -  SD0883
 SD0883  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0883  USGS QUAD   -  MOCLIPS (1994)
 SD0883
 SD0883                         *CURRENT SURVEY CONTROL
 SD0883  ___________________________________________________________________
 SD0883* NAD 83(1986)-  47 14 35.     (N)    124 12 34.     (W)     SCALED    
 SD0883* NAVD 88     -        23.88   (meters)      78.3    (feet)  RESET     
 SD0883  ___________________________________________________________________
 SD0883  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SD0883
 SD0883  VERT ORDER  -  THIRD
 SD0883
 SD0883.The horizontal coordinates were scaled from a topographic map and have
 SD0883.an estimated accuracy of +/- 6 seconds.
 SD0883
 SD0883.The orthometric height was computed from unverified reset data.
 SD0883.No vertical observational check was made to the station.
 SD0883
 SD0883.The geoid height was determined by GEOID03.
 SD0883
 SD0883;                    North         East    Units  Estimated Accuracy
 SD0883;SPC WA S     -   218,880.      219,270.      MT  (+/- 180 meters Scaled)
 SD0883
 SD0883                          SUPERSEDED SURVEY CONTROL
 SD0883
 SD0883  NGVD 29 (12/17/02)   22.86   (m)           75.0    (f) RESET       3  
 SD0883
 SD0883.Superseded values are not recommended for survey control.
 SD0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0883.See file dsdata.txt to determine how the superseded data were derived.
 SD0883
 SD0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT084328(NAD 83)
 SD0883_MARKER: DV = VERTICAL CONTROL DISK
 SD0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0883_SP_SET: CONCRETE POST
 SD0883_STAMPING: E 443 RESET 1990
 SD0883_MARK LOGO: NGS   
 SD0883_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0883+STABILITY: SURFACE MOTION
 SD0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SD0883+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SD0883
 SD0883  HISTORY     - Date     Condition        Report By
 SD0883  HISTORY     - 1990     MONUMENTED       WADT
 SD0883
 SD0883                          STATION DESCRIPTION
 SD0883
 SD0883'DESCRIBED BY WA DEPT OF TRANSP 1990
 SD0883'TO REACH FROM THE POST OFFICE IN MOCLIPS, GO NORTH ON STATE ROUTE 109
 SD0883'FOR 1.3 KM (0.8 MI) TO THE STATION ON THE RIGHT.
 SD0883'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS .30 M
 SD0883'(0.98 FT) IN DIAMETER AND RECESSED .06 M (0.20 FT) BELOW THE GROUND
 SD0883'SURFACE.  IT IS 33.83 M (110.99 FT) SOUTH OF POWER LINE POLE NO. MT
 SD0883'0-25, 20.4 M (66.9 FT) SOUTHWEST OF A GUY POLE AND 0.76 M (2.49 FT)
 SD0883'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0103 ***********************************************************************
 SD0103  DESIGNATION -  E 444
 SD0103  PID         -  SD0103
 SD0103  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0103  USGS QUAD   -  CARLISLE (1994)
 SD0103
 SD0103                         *CURRENT SURVEY CONTROL
 SD0103  ___________________________________________________________________
 SD0103* NAD 83(1986)-  47 10 08.     (N)    124 01 22.     (W)     SCALED    
 SD0103* NAVD 88     -        28.596  (meters)      93.82   (feet)  ADJUSTED  
 SD0103  ___________________________________________________________________
 SD0103  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 SD0103  DYNAMIC HT  -          28.600 (meters)      93.83  (feet)  COMP
 SD0103  MODELED GRAV-     980,758.7   (mgal)                       NAVD 88
 SD0103
 SD0103  VERT ORDER  -  SECOND    CLASS I
 SD0103
 SD0103.The horizontal coordinates were scaled from a topographic map and have
 SD0103.an estimated accuracy of +/- 6 seconds.
 SD0103
 SD0103.The orthometric height was determined by differential leveling
 SD0103.and adjusted by the National Geodetic Survey in June 1991..
 SD0103
 SD0103.The geoid height was determined by GEOID03.
 SD0103
 SD0103.The dynamic height is computed by dividing the NAVD 88
 SD0103.geopotential number by the normal gravity value computed on the
 SD0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0103.degrees latitude (g = 980.6199 gals.).
 SD0103
 SD0103.The modeled gravity was interpolated from observed gravity values.
 SD0103
 SD0103;                    North         East    Units  Estimated Accuracy
 SD0103;SPC WA S     -   209,990.      233,020.      MT  (+/- 180 meters Scaled)
 SD0103
 SD0103                          SUPERSEDED SURVEY CONTROL
 SD0103
 SD0103  NGVD 29 (??/??/92)   27.574  (m)           90.47   (f) ADJ UNCH    2 1
 SD0103
 SD0103.Superseded values are not recommended for survey control.
 SD0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0103.See file dsdata.txt to determine how the superseded data were derived.
 SD0103
 SD0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT224244(NAD 83)
 SD0103_MARKER: DB = BENCH MARK DISK
 SD0103_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 SD0103_SP_SET: UNSPECIFIED DEEP
 SD0103_STAMPING: E 444 1977
 SD0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0103+STABILITY: SURFACE MOTION
 SD0103
 SD0103  HISTORY     - Date     Condition        Report By
 SD0103  HISTORY     - 1977     MONUMENTED       NGS
 SD0103
 SD0103                          STATION DESCRIPTION
 SD0103
 SD0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0103'5.65 MI NE FROM COPALIS CROSSING.
 SD0103'0.55 MILE SOUTHEAST ALONG OCEAN BEACH ROAD FROM THE POST OFFICE
 SD0103'AT COPALIS CROSSING, THENCE 5.1 MILES NORTHEAST ALONG COPALIS
 SD0103'CROSSING ROAD, 29 FT WEST OF THE CENTER LINE OF THE ROAD, 14 FT
 SD0103'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 3.5 FT WEST OF POWER
 SD0103'POLE QC 5 1. A DISK ON TOP OF AN ALUMINUM ROD, ACCESS HAD
 SD0103'THROUGH A 4-INCH PLASTIC CAP ENCASED IN CONCRETE.
 SD0103'ROD IS SET TO A DEPTH OF 16 FEET ENCASED IN A PIPE FLUSH WITH THE
 SD0103'GROUND.  ABOUT LEVEL WITH ROAD.  1 FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0177 ***********************************************************************
 TS0177  DESIGNATION -  E 445
 TS0177  PID         -  TS0177
 TS0177  STATE/COUNTY-  WA/CLALLAM
 TS0177  USGS QUAD   -  MAKAH BAY (1984)
 TS0177
 TS0177                         *CURRENT SURVEY CONTROL
 TS0177  ___________________________________________________________________
 TS0177* NAD 83(1986)-  48 21 06.     (N)    124 38 43.     (W)     SCALED    
 TS0177* NAVD 88     -         4.893  (meters)      16.05   (feet)  ADJUSTED  
 TS0177  ___________________________________________________________________
 TS0177  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 TS0177  DYNAMIC HT  -           4.894 (meters)      16.06  (feet)  COMP
 TS0177  MODELED GRAV-     980,913.2   (mgal)                       NAVD 88
 TS0177
 TS0177  VERT ORDER  -  FIRST     CLASS II
 TS0177
 TS0177.The horizontal coordinates were scaled from a topographic map and have
 TS0177.an estimated accuracy of +/- 6 seconds.
 TS0177
 TS0177.The orthometric height was determined by differential leveling
 TS0177.and adjusted by the National Geodetic Survey in June 1991..
 TS0177
 TS0177.The geoid height was determined by GEOID03.
 TS0177
 TS0177.The dynamic height is computed by dividing the NAVD 88
 TS0177.geopotential number by the normal gravity value computed on the
 TS0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0177.degrees latitude (g = 980.6199 gals.).
 TS0177
 TS0177.The modeled gravity was interpolated from observed gravity values.
 TS0177
 TS0177;                    North         East    Units  Estimated Accuracy
 TS0177;SPC WA N     -   157,280.      217,600.      MT  (+/- 180 meters Scaled)
 TS0177
 TS0177                          SUPERSEDED SURVEY CONTROL
 TS0177
 TS0177  NGVD 29 (??/??/92)    3.755  (m)           12.32   (f) ADJ UNCH    1 2
 TS0177
 TS0177.Superseded values are not recommended for survey control.
 TS0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0177.See file dsdata.txt to determine how the superseded data were derived.
 TS0177
 TS0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU781566(NAD 83)
 TS0177_MARKER: DV = VERTICAL CONTROL DISK
 TS0177_SETTING: 66 = SET IN ROCK OUTCROP
 TS0177_SP_SET: OUTCROP
 TS0177_STAMPING: E 445 1977
 TS0177_MARK LOGO: NGS   
 TS0177_MAGNETIC: N = NO MAGNETIC MATERIAL
 TS0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TS0177+STABILITY: POSITION/ELEVATION WELL
 TS0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TS0177+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1998
 TS0177
 TS0177  HISTORY     - Date     Condition        Report By
 TS0177  HISTORY     - 1977     MONUMENTED       NGS
 TS0177  HISTORY     - 19980701 GOOD             NGS
 TS0177
 TS0177                          STATION DESCRIPTION
 TS0177
 TS0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TS0177'NEAH BAY.
 TS0177'0.55 MI SOUTHWEST ALONG BAYVIEW AVENUE FROM THE POST OFFICE AT
 TS0177'NEAH BAY, THENCE 1.4 MI SOUTHWEST ALONG STATE HIGHWAY 1,
 TS0177'30.4 FT NORTH OF THE CENTER LINE OF THE HIGHWAY, 136.6 FT WEST
 TS0177'OF A POWER POLE IN WHICH THE LINES OF THE POLE CROSS THE
 TS0177'HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF A PROJECTING
 TS0177'ROCK OUTCROP.
 TS0177
 TS0177                          STATION RECOVERY (1998)
 TS0177
 TS0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 TS0177'1.5 KM (0.95 MI) WESTERLY ALONG BAYVIEW AVENUE FROM THE POST OFFICE IN
 TS0177'NEAH BAY, THENCE 2.5 KM (1.55 MI) SOUTHWESTERLY ALONG FORT STREET, SET
 TS0177'VERTICALLY IN A 10 BY 24-FT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 TS0177'54.6 M (179.1 FT) NORTH OF A UTILITY POLE WITH A GUY CABLE, 41.0 M
 TS0177'(134.5 FT) SOUTHWEST OF A UTILITY POLE, 10.8 M (35.4 FT) WEST OF THE
 TS0177'EXTENDED CENTER OF A TRACK ROAD, 9.3 M (30.5 FT) NORTH OF THE STREET
 TS0177'CENTERLINE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREET.
 TS0177'NOTE--THE MARK IS ON PROPERTY OWNED BY THE MAKAH INDIAN TRIBE,
 TS0177'TELEPHONE NUMBER (360) 645-3201.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0654 ***********************************************************************
 TR0654  DESIGNATION -  E 454
 TR0654  PID         -  TR0654
 TR0654  STATE/COUNTY-  WA/WHATCOM
 TR0654  USGS QUAD   -  BLAINE (1994)
 TR0654
 TR0654                         *CURRENT SURVEY CONTROL
 TR0654  ___________________________________________________________________
 TR0654* NAD 83(1986)-  48 55 05.     (N)    122 38 32.     (W)     SCALED    
 TR0654* NAVD 88     -        11.372  (meters)      37.31   (feet)  ADJUSTED  
 TR0654  ___________________________________________________________________
 TR0654  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 TR0654  DYNAMIC HT  -          11.375 (meters)      37.32  (feet)  COMP
 TR0654  MODELED GRAV-     980,903.7   (mgal)                       NAVD 88
 TR0654
 TR0654  VERT ORDER  -  FIRST     CLASS I
 TR0654
 TR0654.The horizontal coordinates were scaled from a topographic map and have
 TR0654.an estimated accuracy of +/- 6 seconds.
 TR0654
 TR0654.The orthometric height was determined by differential leveling
 TR0654.and adjusted by the National Geodetic Survey in June 1991..
 TR0654
 TR0654.The geoid height was determined by GEOID03.
 TR0654
 TR0654.The dynamic height is computed by dividing the NAVD 88
 TR0654.geopotential number by the normal gravity value computed on the
 TR0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0654.degrees latitude (g = 980.6199 gals.).
 TR0654
 TR0654.The modeled gravity was interpolated from observed gravity values.
 TR0654
 TR0654;                    North         East    Units  Estimated Accuracy
 TR0654;SPC WA N     -   214,820.      367,430.      MT  (+/- 180 meters Scaled)
 TR0654
 TR0654                          SUPERSEDED SURVEY CONTROL
 TR0654
 TR0654  NGVD 29 (??/??/92)   10.159  (m)           33.33   (f) ADJ UNCH    1 1
 TR0654
 TR0654.Superseded values are not recommended for survey control.
 TR0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0654.See file dsdata.txt to determine how the superseded data were derived.
 TR0654
 TR0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV262184(NAD 83)
 TR0654_MARKER: DB = BENCH MARK DISK
 TR0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0654_SP_SET: CULVERT
 TR0654_STAMPING: E 454 1973
 TR0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0654+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 TR0654
 TR0654  HISTORY     - Date     Condition        Report By
 TR0654  HISTORY     - 1973     MONUMENTED       NGS
 TR0654  HISTORY     - 20030813 GOOD             USPSQD
 TR0654  HISTORY     - 20051101 GOOD             USPSQD
 TR0654
 TR0654                          STATION DESCRIPTION
 TR0654
 TR0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0654'IN CUSTER.
 TR0654'AT CUSTER, 0.1 MILE NORTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD
 TR0654'FROM THE CROSSING OF MAIN STREET, 0.05 MILE SOUTHEAST OF THE JUNCTION
 TR0654'OF PORTAL WAY AND ARNIE AND WILLEYS ROADS, IN THE TOP AND 0.6 FOOT
 TR0654'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A
 TR0654'CONCRETE BOX CULVERT UNDER PORTAL WAY, 23 FEET SOUTHWEST OF THE CENTER
 TR0654'LINE OF PORTAL WAY, 104.1 FEET NORTHEAST AND ACROSS A SIDE TRACK FROM
 TR0654'THE NORTHEAST RAIL OF THE MAIN TRACK, 94 FEET SOUTHEAST OF THE
 TR0654'EXTENDED CENTER LINE OF A DRIVEWAY NORTHEAST TO THE DEPARTMENT OF
 TR0654'HIGHWAY MAINTENANCE YARD, ABOUT 1 FOOT LOWER THAN THE WAY AND 3 FEET
 TR0654'LOWER THAN THE TRACK.  SECTION 35, T 40N, R 1E.
 TR0654
 TR0654                          STATION RECOVERY (2003)
 TR0654
 TR0654'RECOVERY NOTE BY US POWER SQUADRON 2003 (ME)
 TR0654'RECOVERED IN GOOD CONDITION.
 TR0654
 TR0654                          STATION RECOVERY (2005)
 TR0654
 TR0654'RECOVERY NOTE BY US POWER SQUADRON 2005 (SO)
 TR0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0251 ***********************************************************************
 TR0251  DESIGNATION -  E 455
 TR0251  PID         -  TR0251
 TR0251  STATE/COUNTY-  WA/SKAGIT
 TR0251  USGS QUAD   -  ALGER (1994)
 TR0251
 TR0251                         *CURRENT SURVEY CONTROL
 TR0251  ___________________________________________________________________
 TR0251* NAD 83(1986)-  48 30 00.     (N)    122 15 33.     (W)     SCALED    
 TR0251* NAVD 88     -        15.256  (meters)      50.05   (feet)  ADJUSTED  
 TR0251  ___________________________________________________________________
 TR0251  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TR0251  DYNAMIC HT  -          15.260 (meters)      50.07  (feet)  COMP
 TR0251  MODELED GRAV-     980,858.7   (mgal)                       NAVD 88
 TR0251
 TR0251  VERT ORDER  -  FIRST     CLASS I
 TR0251
 TR0251.The horizontal coordinates were scaled from a topographic map and have
 TR0251.an estimated accuracy of +/- 6 seconds.
 TR0251
 TR0251.The orthometric height was determined by differential leveling
 TR0251.and adjusted by the National Geodetic Survey in July 2002..
 TR0251
 TR0251.The geoid height was determined by GEOID03.
 TR0251
 TR0251.The dynamic height is computed by dividing the NAVD 88
 TR0251.geopotential number by the normal gravity value computed on the
 TR0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0251.degrees latitude (g = 980.6199 gals.).
 TR0251
 TR0251.The modeled gravity was interpolated from observed gravity values.
 TR0251
 TR0251;                    North         East    Units  Estimated Accuracy
 TR0251;SPC WA N     -   167,750.      394,640.      MT  (+/- 180 meters Scaled)
 TR0251
 TR0251                          SUPERSEDED SURVEY CONTROL
 TR0251
 TR0251  NAVD 88 (06/15/91)   15.262  (m)           50.07   (f) UNKNOWN     1 1
 TR0251  NGVD 29 (??/??/92)   14.097  (m)           46.25   (f) ADJ UNCH    1 1
 TR0251
 TR0251.Superseded values are not recommended for survey control.
 TR0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0251.See file dsdata.txt to determine how the superseded data were derived.
 TR0251
 TR0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU547721(NAD 83)
 TR0251_MARKER: DV = VERTICAL CONTROL DISK
 TR0251_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TR0251+WITH SETTING: INTO GROUND
 TR0251_STAMPING: E 455 1973
 TR0251_MARK LOGO: NGS   
 TR0251_MAGNETIC: I = MARKER IS A STEEL ROD
 TR0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0251+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1998
 TR0251
 TR0251  HISTORY     - Date     Condition        Report By
 TR0251  HISTORY     - 1973     MONUMENTED       NGS
 TR0251  HISTORY     - 19980709 GOOD             NGS
 TR0251
 TR0251                          STATION DESCRIPTION
 TR0251
 TR0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0251'1.1 MI SW FROM SEDRO WOOLLEY.
 TR0251'1.1 MILES SOUTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0251'STATION AT SEDRO WOOLLEY, 0.3 MILE NORTHEAST OF MILEPOST 20, AT THE
 TR0251'CROSSING OF RHODES ROAD, 36.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 TR0251'56.2 FEET WEST OF THE CENTER LINE OF THE ROAD, 121.4 FEET SOUTHEAST OF
 TR0251'THE CENTER LINE OF STATE HIGHWAY 20, 1.4 FEET NORTHEAST OF THE FIRST
 TR0251'TELEPHONE POLE SOUTHWEST OF THE ROAD CROSSING, 1.1 FEET SOUTHWEST OF A
 TR0251'WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH
 TR0251'IS 4 FEET DEEP WITH A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE
 TR0251'ROD IS ENCASED IN A 6-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE
 TR0251'GROUND.  SECTION 26, T 35N, R 4E.
 TR0251
 TR0251                          STATION RECOVERY (1998)
 TR0251
 TR0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 TR0251'IN SEDRO WOOLLEY, AT THE INTERSECTION OF STATE HIGHWAY 20 (CASCADE
 TR0251'HIGHWAY) AND RHODES ROAD, 37.2 M (122.0 FT) SOUTHEAST OF THE HIGHWAY
 TR0251'CENTERLINE, 17.9 M (58.7 FT) WEST OF THE ROAD CENTERLINE, 10.9 M (35.8
 TR0251'FT) SOUTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 TR0251'0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT)
 TR0251'SOUTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH
 TR0251'METAL PIPE THAT PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
 TR0251'THE MONUMENT IS ON PROPERTY OWNED BY THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0332 ***********************************************************************
 TQ0332  DESIGNATION -  E 456
 TQ0332  PID         -  TQ0332
 TQ0332  STATE/COUNTY-  WA/SKAGIT
 TQ0332  USGS QUAD   -  LAKE SHANNON (1989)
 TQ0332
 TQ0332                         *CURRENT SURVEY CONTROL
 TQ0332  ___________________________________________________________________
 TQ0332* NAD 83(1986)-  48 31 00.     (N)    121 41 47.     (W)     SCALED    
 TQ0332* NAVD 88     -        79.649  (meters)     261.32   (feet)  ADJUSTED  
 TQ0332  ___________________________________________________________________
 TQ0332  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 TQ0332  DYNAMIC HT  -          79.667 (meters)     261.37  (feet)  COMP
 TQ0332  MODELED GRAV-     980,830.8   (mgal)                       NAVD 88
 TQ0332
 TQ0332  VERT ORDER  -  FIRST     CLASS I
 TQ0332
 TQ0332.The horizontal coordinates were scaled from a topographic map and have
 TQ0332.an estimated accuracy of +/- 6 seconds.
 TQ0332
 TQ0332.The orthometric height was determined by differential leveling
 TQ0332.and adjusted by the National Geodetic Survey in June 1991..
 TQ0332
 TQ0332.The geoid height was determined by GEOID03.
 TQ0332
 TQ0332.The dynamic height is computed by dividing the NAVD 88
 TQ0332.geopotential number by the normal gravity value computed on the
 TQ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0332.degrees latitude (g = 980.6199 gals.).
 TQ0332
 TQ0332.The modeled gravity was interpolated from observed gravity values.
 TQ0332
 TQ0332;                    North         East    Units  Estimated Accuracy
 TQ0332;SPC WA N     -   168,990.      436,240.      MT  (+/- 180 meters Scaled)
 TQ0332
 TQ0332                          SUPERSEDED SURVEY CONTROL
 TQ0332
 TQ0332  NGVD 29 (??/??/92)   78.501  (m)          257.55   (f) ADJ UNCH    1 1
 TQ0332
 TQ0332.Superseded values are not recommended for survey control.
 TQ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0332.See file dsdata.txt to determine how the superseded data were derived.
 TQ0332
 TQ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU962745(NAD 83)
 TQ0332_MARKER: DB = BENCH MARK DISK
 TQ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0332_STAMPING: E 456 1973
 TQ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0332+STABILITY: SURFACE MOTION
 TQ0332
 TQ0332  HISTORY     - Date     Condition        Report By
 TQ0332  HISTORY     - 1973     MONUMENTED       NGS
 TQ0332  HISTORY     - 1988     GOOD             USPSQD
 TQ0332
 TQ0332                          STATION DESCRIPTION
 TQ0332
 TQ0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0332'3.45 MI SE FROM CONCRETE.
 TQ0332'3.45 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 TQ0332'SUPERIOR AVENUE, AT THE JUNCTION OF MOEN ROAD SOUTH, 144.0 FEET SOUTH
 TQ0332'OF THE CENTER LINE OF THE HIGHWAY, 14.0 FEET WEST OF THE CENTER LINE
 TQ0332'OF THE ROAD, 70.4 FEET WEST AND ACROSS THE ROAD FROM THE SOUTHWEST
 TQ0332'CORNER OF A FRAME HOUSE, 3 FEET SOUTH OF THE EXTENDED CENTER LINE OF A
 TQ0332'DRIVEWAY EAST, 105.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 TQ0332'CHURCH BUILDING, 1 FOOT NORTH OF A POWER POLE BEARING A TRANSFORMER,
 TQ0332'1.8 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 TQ0332'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 TQ0332'SECTION 18, T 35N, R 9E.
 TQ0332
 TQ0332                          STATION RECOVERY (1988)
 TQ0332
 TQ0332'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWF)
 TQ0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0011 ***********************************************************************
 SY0011  DESIGNATION -  E 458
 SY0011  PID         -  SY0011
 SY0011  STATE/COUNTY-  WA/SNOHOMISH
 SY0011  USGS QUAD   -  EVERETT (1973)
 SY0011
 SY0011                         *CURRENT SURVEY CONTROL
 SY0011  ___________________________________________________________________
 SY0011* NAD 83(1986)-  47 57 17.     (N)    122 11 42.     (W)     SCALED    
 SY0011* NAVD 88     -         5.825  (meters)      19.11   (feet)  ADJUSTED  
 SY0011  ___________________________________________________________________
 SY0011  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY0011  DYNAMIC HT  -           5.825 (meters)      19.11  (feet)  COMP
 SY0011  MODELED GRAV-     980,764.5   (mgal)                       NAVD 88
 SY0011
 SY0011  VERT ORDER  -  FIRST     CLASS I
 SY0011
 SY0011.The horizontal coordinates were scaled from a topographic map and have
 SY0011.an estimated accuracy of +/- 6 seconds.
 SY0011
 SY0011.The orthometric height was determined by differential leveling
 SY0011.and adjusted by the National Geodetic Survey in June 1991..
 SY0011
 SY0011.The geoid height was determined by GEOID03.
 SY0011
 SY0011.The dynamic height is computed by dividing the NAVD 88
 SY0011.geopotential number by the normal gravity value computed on the
 SY0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0011.degrees latitude (g = 980.6199 gals.).
 SY0011
 SY0011.The modeled gravity was interpolated from observed gravity values.
 SY0011
 SY0011;                    North         East    Units  Estimated Accuracy
 SY0011;SPC WA N     -   107,050.      398,310.      MT  (+/- 180 meters Scaled)
 SY0011
 SY0011                          SUPERSEDED SURVEY CONTROL
 SY0011
 SY0011  NGVD 29 (??/??/??)    4.704  (m)           15.43   (f) ADJUSTED    1 1
 SY0011
 SY0011.Superseded values are not recommended for survey control.
 SY0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0011.See file dsdata.txt to determine how the superseded data were derived.
 SY0011
 SY0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU601115(NAD 83)
 SY0011_MARKER: DB = BENCH MARK DISK
 SY0011_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SY0011+WITH SETTING: INTO GROUND
 SY0011_STAMPING: E 458 1973
 SY0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0011+STABILITY: SURFACE MOTION
 SY0011
 SY0011  HISTORY     - Date     Condition        Report By
 SY0011  HISTORY     - 1973     MONUMENTED       NGS
 SY0011  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 SY0011  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 SY0011
 SY0011                          STATION DESCRIPTION
 SY0011
 SY0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0011'IN LOWELL.
 SY0011'AT LOWELL, 0.5 MILE NORTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM
 SY0011'THE CROSSING OF LENORA STREET, AT THE CROSSING OF AN ASPHALT ROAD TO
 SY0011'LOWELL JUNCTION, 28 1/2 FEET WEST OF THE WEST RAIL OF THE WEST MOST
 SY0011'SIDE TRACK, 44 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 57 FEET
 SY0011'NORTH OF THE CENTER LINE OF THE ROAD, 109 FEET NORTHEAST OF THE CENTER
 SY0011'LINE OF SOUTH 2ND AVENUE, 20 FEET SOUTH OF POWER POLE 12-430, 1.3 FEET
 SY0011'NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, A DISK ON
 SY0011'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS 4 FEET LONG WITH A
 SY0011'BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROAD IS ENCASED IN A
 SY0011'6-INCH IRON PIPE PROJECTING 0.1 FOOT ABOVE THE GROUND. SECTION 32, T
 SY0011'29N, R 5E.
 SY0011
 SY0011                          STATION RECOVERY (1983)
 SY0011
 SY0011'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SY0011'THIS MARK HAS BEEN COVERED WITH 1-2 FEET OF CRUSHED ROCK RAILROAD BED
 SY0011'MATERIAL BY B-N RAILROAD. WITNESS POST MISSING.
 SY0011
 SY0011                          STATION RECOVERY (1991)
 SY0011
 SY0011'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 SY0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0767 ***********************************************************************
 SY0767  DESIGNATION -  E 459
 SY0767  PID         -  SY0767
 SY0767  STATE/COUNTY-  WA/PIERCE
 SY0767  USGS QUAD   -  STEILACOOM (1994)
 SY0767
 SY0767                         *CURRENT SURVEY CONTROL
 SY0767  ___________________________________________________________________
 SY0767* NAD 83(1986)-  47 14 16.     (N)    122 33 38.     (W)     SCALED    
 SY0767* NAVD 88     -         6.720  (meters)      22.05   (feet)  ADJUSTED  
 SY0767  ___________________________________________________________________
 SY0767  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 SY0767  DYNAMIC HT  -           6.721 (meters)      22.05  (feet)  COMP
 SY0767  MODELED GRAV-     980,763.3   (mgal)                       NAVD 88
 SY0767
 SY0767  VERT ORDER  -  FIRST     CLASS I
 SY0767
 SY0767.The horizontal coordinates were scaled from a topographic map and have
 SY0767.an estimated accuracy of +/- 6 seconds.
 SY0767
 SY0767.The orthometric height was determined by differential leveling
 SY0767.and adjusted by the National Geodetic Survey in June 1991..
 SY0767
 SY0767.The geoid height was determined by GEOID03.
 SY0767
 SY0767.The dynamic height is computed by dividing the NAVD 88
 SY0767.geopotential number by the normal gravity value computed on the
 SY0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0767.degrees latitude (g = 980.6199 gals.).
 SY0767
 SY0767.The modeled gravity was interpolated from observed gravity values.
 SY0767
 SY0767;                    North         East    Units  Estimated Accuracy
 SY0767;SPC WA S     -   213,720.      344,000.      MT  (+/- 180 meters Scaled)
 SY0767
 SY0767                          SUPERSEDED SURVEY CONTROL
 SY0767
 SY0767  NGVD 29 (??/??/??)    5.671  (m)           18.61   (f) ADJUSTED    1 1
 SY0767
 SY0767.Superseded values are not recommended for survey control.
 SY0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0767.See file dsdata.txt to determine how the superseded data were derived.
 SY0767
 SY0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET332316(NAD 83)
 SY0767_MARKER: DB = BENCH MARK DISK
 SY0767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0767_SP_SET: PIER
 SY0767_STAMPING: E 459 1973
 SY0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0767
 SY0767  HISTORY     - Date     Condition        Report By
 SY0767  HISTORY     - 1973     MONUMENTED       NGS
 SY0767
 SY0767                          STATION DESCRIPTION
 SY0767
 SY0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0767'4.15 MI S FROM TACOMA.
 SY0767'4.15 MILES SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE SOUTH
 SY0767'END OF NELSON BENNETT TUNNEL NO. 2 AT TACOMA, AT THE SOUTH 27TH STREET
 SY0767'OVERPASS OVER THE RAILROAD , SET VERTICALLY IN THE NORTHWEST FACE OF
 SY0767'NORTHEAST PIER OF THE FIRST ROW SOUTHEAST OF THE TRACKS, 23.8 FEET
 SY0767'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST MAIN TRACK, ABOUT 2
 SY0767'1/2 FEET HIGHER THAN THE TRACK AND 3.8 FEET ABOVE THE GROUND. SECTION
 SY0767'9, T 20N, R 2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0968 ***********************************************************************
 RZ0968  DESIGNATION -  E 46 RESET 1946
 RZ0968  PID         -  RZ0968
 RZ0968  STATE/COUNTY-  WA/ASOTIN
 RZ0968  USGS QUAD   -  WEISSENFELS RIDGE (1971)
 RZ0968
 RZ0968                         *CURRENT SURVEY CONTROL
 RZ0968  ___________________________________________________________________
 RZ0968* NAD 83(1986)-  46 10 33.     (N)    117 04 50.     (W)     SCALED    
 RZ0968* NAVD 88     -       972.847  (meters)    3191.75   (feet)  ADJUSTED  
 RZ0968  ___________________________________________________________________
 RZ0968  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 RZ0968  DYNAMIC HT  -         972.712 (meters)    3191.31  (feet)  COMP
 RZ0968  MODELED GRAV-     980,442.7   (mgal)                       NAVD 88
 RZ0968
 RZ0968  VERT ORDER  -  SECOND    CLASS 0
 RZ0968
 RZ0968.The horizontal coordinates were scaled from a topographic map and have
 RZ0968.an estimated accuracy of +/- 6 seconds.
 RZ0968
 RZ0968.The orthometric height was determined by differential leveling
 RZ0968.and adjusted by the National Geodetic Survey in June 1991..
 RZ0968
 RZ0968.The geoid height was determined by GEOID03.
 RZ0968
 RZ0968.The dynamic height is computed by dividing the NAVD 88
 RZ0968.geopotential number by the normal gravity value computed on the
 RZ0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0968.degrees latitude (g = 980.6199 gals.).
 RZ0968
 RZ0968.The modeled gravity was interpolated from observed gravity values.
 RZ0968
 RZ0968;                    North         East    Units  Estimated Accuracy
 RZ0968;SPC WA S     -    99,370.      763,940.      MT  (+/- 180 meters Scaled)
 RZ0968
 RZ0968                          SUPERSEDED SURVEY CONTROL
 RZ0968
 RZ0968  NGVD 29 (??/??/92)  971.784  (m)         3188.26   (f) ADJ UNCH    2 0
 RZ0968
 RZ0968.Superseded values are not recommended for survey control.
 RZ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0968.See file dsdata.txt to determine how the superseded data were derived.
 RZ0968
 RZ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM937135(NAD 83)
 RZ0968_MARKER: DB = BENCH MARK DISK
 RZ0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0968_STAMPING: E 46 1934 RESET 1946
 RZ0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0968+STABILITY: SURFACE MOTION
 RZ0968
 RZ0968  HISTORY     - Date     Condition        Report By
 RZ0968  HISTORY     - 1946     MONUMENTED       CGS
 RZ0968  HISTORY     - 1962     GOOD             NGS
 RZ0968
 RZ0968                          STATION DESCRIPTION
 RZ0968
 RZ0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RZ0968'3.8 MI N FROM ANATONE.
 RZ0968'REACHED FROM THE POST OFFICE AT ANATONE GO NORTH ON STATE HIGHWAY 3
 RZ0968'FOR ABOUT 3.8 MILES, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 RZ0968'AND ABOUT THE SAME ELEVATION, 80 FEET SOUTH OF POWER LINE POLE R
 RZ0968'44/54, DIRECTLY ACROSS THE HIGHWAY FROM THE CENTER OF A FARMERS CAR
 RZ0968'GARAGE, AND ABOUT 4 FEET NORTH OF A WITNESS POST.  THE TOP OF THE MARK
 RZ0968'IS ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0610 ***********************************************************************
 SY0610  DESIGNATION -  E 460
 SY0610  PID         -  SY0610
 SY0610  STATE/COUNTY-  WA/KING
 SY0610  USGS QUAD   -  RENTON (1994)
 SY0610
 SY0610                         *CURRENT SURVEY CONTROL
 SY0610  ___________________________________________________________________
 SY0610* NAD 83(1986)-  47 26 59.     (N)    122 14 37.     (W)     SCALED    
 SY0610* NAVD 88     -         9.002  (meters)      29.53   (feet)  ADJUSTED  
 SY0610  ___________________________________________________________________
 SY0610  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 SY0610  DYNAMIC HT  -           9.003 (meters)      29.54  (feet)  COMP
 SY0610  MODELED GRAV-     980,779.8   (mgal)                       NAVD 88
 SY0610
 SY0610  VERT ORDER  -  FIRST     CLASS I
 SY0610
 SY0610.The horizontal coordinates were scaled from a topographic map and have
 SY0610.an estimated accuracy of +/- 6 seconds.
 SY0610
 SY0610.The orthometric height was determined by differential leveling
 SY0610.and adjusted by the National Geodetic Survey in June 1991..
 SY0610
 SY0610.The geoid height was determined by GEOID03.
 SY0610
 SY0610.The dynamic height is computed by dividing the NAVD 88
 SY0610.geopotential number by the normal gravity value computed on the
 SY0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0610.degrees latitude (g = 980.6199 gals.).
 SY0610
 SY0610.The modeled gravity was interpolated from observed gravity values.
 SY0610
 SY0610;                    North         East    Units  Estimated Accuracy
 SY0610;SPC WA N     -    50,980.      393,650.      MT  (+/- 180 meters Scaled)
 SY0610
 SY0610                          SUPERSEDED SURVEY CONTROL
 SY0610
 SY0610  NGVD 29 (??/??/??)    7.915  (m)           25.97   (f) ADJUSTED    1 1
 SY0610
 SY0610.Superseded values are not recommended for survey control.
 SY0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0610.See file dsdata.txt to determine how the superseded data were derived.
 SY0610
 SY0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET570554(NAD 83)
 SY0610_MARKER: DB = BENCH MARK DISK
 SY0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0610_SP_SET: FOUNDATION
 SY0610_STAMPING: E 460 1973
 SY0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0610
 SY0610  HISTORY     - Date     Condition        Report By
 SY0610  HISTORY     - 1973     MONUMENTED       NGS
 SY0610  HISTORY     - 1987     GOOD             USPSQD
 SY0610  HISTORY     - 19870712 GOOD             USPSQD
 SY0610  HISTORY     - 1988     GOOD             USPSQD
 SY0610  HISTORY     - 1989     GOOD             USPSQD
 SY0610  HISTORY     - 19890826 GOOD             USPSQD
 SY0610  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 SY0610
 SY0610                          STATION DESCRIPTION
 SY0610
 SY0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0610'0.7 MI N FROM ORILLIA.
 SY0610'0.7 MILE NORTH ALONG STATE HIGHWAY 181 (WEST VALLEY HIGHWAY) FROM
 SY0610'JUNCTION OF S. 180TH STREET AT ORILLIA, AT THE NORTH ENTRANCE ROAD TO
 SY0610'THE NC MACHINERY COMPANY BUILDING AT 17025 STATE HIGHWAY (WEST VALLEY
 SY0610'HIGHWAY), 52 FEET WEST OF THE CENTER LINE OF THE WESTERN HIGHWAY
 SY0610'LANES, 93 FEET SOUTH OF THE CENTER LINE OF THE NORTH ENTRANCE ROAD, IN
 SY0610'THE TOP OF THE SOUTHEAST CORNER OF A 10 X 20 FEET CONCRETE FOUNDATION
 SY0610'FOR UNDERGROUND WATER MAINS AND VALVES, 98 FEET NORTH OF A FLAGPOLE,
 SY0610'0.5 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF THE FOUNDATION, AND
 SY0610'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  SECTION 25, T 23N, R 4E.
 SY0610
 SY0610                          STATION RECOVERY (1987)
 SY0610
 SY0610'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY0610'RECOVERED IN GOOD CONDITION.
 SY0610
 SY0610                          STATION RECOVERY (1987)
 SY0610
 SY0610'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SY0610'RECOVERED IN GOOD CONDITION.
 SY0610
 SY0610                          STATION RECOVERY (1988)
 SY0610
 SY0610'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCS)
 SY0610'RECOVERED IN GOOD CONDITION.
 SY0610
 SY0610                          STATION RECOVERY (1989)
 SY0610
 SY0610'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJS)
 SY0610'RECOVERED IN GOOD CONDITION.
 SY0610
 SY0610                          STATION RECOVERY (1989)
 SY0610
 SY0610'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 SY0610'RECOVERED IN GOOD CONDITION.
 SY0610
 SY0610                          STATION RECOVERY (2005)
 SY0610
 SY0610'RECOVERY NOTE BY US POWER SQUADRON 2005 (MCV)
 SY0610'CONCRETE FOUNDATION APPEARS TO HAVE BEEN RE-POURED.  NO SIGN OF MARKER
 SY0610'IN NEW FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1312 ***********************************************************************
 SY1312  DESIGNATION -  E 461
 SY1312  PID         -  SY1312
 SY1312  STATE/COUNTY-  WA/MASON
 SY1312  USGS QUAD   -  SHELTON (1981)
 SY1312
 SY1312                         *CURRENT SURVEY CONTROL
 SY1312  ___________________________________________________________________
 SY1312* NAD 83(1986)-  47 12 01.     (N)    123 05 36.     (W)     SCALED    
 SY1312* NAVD 88     -        69.263  (meters)     227.24   (feet)  ADJUSTED  
 SY1312  ___________________________________________________________________
 SY1312  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SY1312  DYNAMIC HT  -          69.277 (meters)     227.29  (feet)  COMP
 SY1312  MODELED GRAV-     980,814.2   (mgal)                       NAVD 88
 SY1312
 SY1312  VERT ORDER  -  FIRST     CLASS I
 SY1312
 SY1312.The horizontal coordinates were scaled from a topographic map and have
 SY1312.an estimated accuracy of +/- 6 seconds.
 SY1312
 SY1312.The orthometric height was determined by differential leveling
 SY1312.and adjusted by the National Geodetic Survey in June 1991..
 SY1312
 SY1312.The geoid height was determined by GEOID03.
 SY1312
 SY1312.The dynamic height is computed by dividing the NAVD 88
 SY1312.geopotential number by the normal gravity value computed on the
 SY1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1312.degrees latitude (g = 980.6199 gals.).
 SY1312
 SY1312.The modeled gravity was interpolated from observed gravity values.
 SY1312
 SY1312;                    North         East    Units  Estimated Accuracy
 SY1312;SPC WA S     -   210,750.      303,540.      MT  (+/- 180 meters Scaled)
 SY1312
 SY1312                          SUPERSEDED SURVEY CONTROL
 SY1312
 SY1312  NGVD 29 (??/??/??)   68.212  (m)          223.79   (f) ADJUSTED    1 1
 SY1312
 SY1312.Superseded values are not recommended for survey control.
 SY1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1312.See file dsdata.txt to determine how the superseded data were derived.
 SY1312
 SY1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT929274(NAD 83)
 SY1312_MARKER: DV = VERTICAL CONTROL DISK
 SY1312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1312_SP_SET: FOUNDATION WALL
 SY1312_STAMPING: E 461 1973
 SY1312_MARK LOGO: NGS   
 SY1312_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1312+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002
 SY1312
 SY1312  HISTORY     - Date     Condition        Report By
 SY1312  HISTORY     - 1973     MONUMENTED       NGS
 SY1312  HISTORY     - 1983     GOOD             USPSQD
 SY1312  HISTORY     - 1987     GOOD             USPSQD
 SY1312  HISTORY     - 1988     GOOD             USPSQD
 SY1312  HISTORY     - 1988     GOOD             USPSQD
 SY1312  HISTORY     - 1988     POOR             USPSQD
 SY1312  HISTORY     - 19880406 GOOD             USPSQD
 SY1312  HISTORY     - 1989     GOOD             USPSQD
 SY1312  HISTORY     - 19890120 GOOD             USPSQD
 SY1312  HISTORY     - 1990     GOOD             USPSQD
 SY1312  HISTORY     - 19950516 GOOD             WADT
 SY1312  HISTORY     - 20020329 GOOD             USPSQD
 SY1312  HISTORY     - 20050827 GOOD             USPSQD
 SY1312
 SY1312                          STATION DESCRIPTION
 SY1312
 SY1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1312'IN SHELTON.
 SY1312'AT SHELTON, 1.15 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE
 SY1312'INTERSECTION OF RAILROAD AVENUE, AT THE NORTHWEST CORNER OF THE
 SY1312'JUNCTION OF BELLEVUE AVENUE, SET VERTICALLY IN THE SOUTH WALL OF THE
 SY1312'THRIFTYWAY MARKET AT 707 CASCADE AVENUE, 88 1/2 FEET EAST OF THE
 SY1312'CENTER LINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 35 FEET NORTH OF
 SY1312'THE CENTER LINE OF THE AVENUE, 0.7 FOOT WEST OF THE EAST END OF THE
 SY1312'WALL, ABOUT 4 FEET HIGHER THAN THE AVENUE AND 3.5 FEET ABOVE THE
 SY1312'GROUND.  SECTION 20, T 20N, R 3W.
 SY1312
 SY1312                          STATION RECOVERY (1983)
 SY1312
 SY1312'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1312'RECOVERED IN GOOD CONDITION.
 SY1312
 SY1312                          STATION RECOVERY (1987)
 SY1312
 SY1312'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1312'RECOVERED IN GOOD CONDITION.
 SY1312
 SY1312                          STATION RECOVERY (1988)
 SY1312
 SY1312'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SY1312'RECOVERED IN GOOD CONDITION.
 SY1312
 SY1312                          STATION RECOVERY (1988)
 SY1312
 SY1312'RECOVERY NOTE BY US POWER SQUADRON 1988 (KAS)
 SY1312'RECOVERED IN GOOD CONDITION.
 SY1312
 SY1312                          STATION RECOVERY (1988)
 SY1312
 SY1312'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1312'MARK RECOVERED IN POOR CONDITION.
 SY1312
 SY1312                          STATION RECOVERY (1988)
 SY1312
 SY1312'RECOVERY NOTE BY US POWER SQUADRON 1988 (MRH)
 SY1312'RECOVERED IN GOOD CONDITION.
 SY1312
 SY1312                          STATION RECOVERY (1989)
 SY1312
 SY1312'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1312'RECOVERED IN GOOD CONDITION.
 SY1312
 SY1312                          STATION RECOVERY (1989)
 SY1312
 SY1312'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRH)
 SY1312'RECOVERED IN GOOD CONDITION.
 SY1312
 SY1312                          STATION RECOVERY (1990)
 SY1312
 SY1312'RECOVERY NOTE BY US POWER SQUADRON 1990 (LMC)
 SY1312'RECOVERED IN GOOD CONDITION.
 SY1312
 SY1312                          STATION RECOVERY (1995)
 SY1312
 SY1312'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KAA)
 SY1312'RECOVERED AS DESCRIBED.
 SY1312
 SY1312                          STATION RECOVERY (2002)
 SY1312
 SY1312'RECOVERY NOTE BY US POWER SQUADRON 2002 (PCL)
 SY1312'IN DESCRIPTION, THRIFTWAY MARKET IS NOW THE BIG APPLE MARKET.
 SY1312
 SY1312                          STATION RECOVERY (2005)
 SY1312
 SY1312'RECOVERY NOTE BY US POWER SQUADRON 2005 (EC)
 SY1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0510 ***********************************************************************
 SY0510  DESIGNATION -  E 462
 SY0510  PID         -  SY0510
 SY0510  STATE/COUNTY-  WA/KING
 SY0510  USGS QUAD   -  AUBURN (1994)
 SY0510
 SY0510                         *CURRENT SURVEY CONTROL
 SY0510  ___________________________________________________________________
 SY0510* NAD 83(1986)-  47 19 49.     (N)    122 07 40.     (W)     SCALED    
 SY0510* NAVD 88     -        81.491  (meters)     267.36   (feet)  ADJUSTED  
 SY0510  ___________________________________________________________________
 SY0510  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SY0510  DYNAMIC HT  -          81.499 (meters)     267.38  (feet)  COMP
 SY0510  MODELED GRAV-     980,717.3   (mgal)                       NAVD 88
 SY0510
 SY0510  VERT ORDER  -  FIRST     CLASS I
 SY0510
 SY0510.The horizontal coordinates were scaled from a topographic map and have
 SY0510.an estimated accuracy of +/- 6 seconds.
 SY0510
 SY0510.The orthometric height was determined by differential leveling
 SY0510.and adjusted by the National Geodetic Survey in June 1991..
 SY0510
 SY0510.The geoid height was determined by GEOID03.
 SY0510
 SY0510.The dynamic height is computed by dividing the NAVD 88
 SY0510.geopotential number by the normal gravity value computed on the
 SY0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0510.degrees latitude (g = 980.6199 gals.).
 SY0510
 SY0510.The modeled gravity was interpolated from observed gravity values.
 SY0510
 SY0510;                    North         East    Units  Estimated Accuracy
 SY0510;SPC WA N     -    37,540.      402,160.      MT  (+/- 180 meters Scaled)
 SY0510
 SY0510                          SUPERSEDED SURVEY CONTROL
 SY0510
 SY0510  NGVD 29 (??/??/??)   80.417  (m)          263.83   (f) ADJUSTED    1 1
 SY0510
 SY0510.Superseded values are not recommended for survey control.
 SY0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0510.See file dsdata.txt to determine how the superseded data were derived.
 SY0510
 SY0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET659422(NAD 83)
 SY0510_MARKER: DB = BENCH MARK DISK
 SY0510_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SY0510+WITH SETTING: INTO GROUND
 SY0510_STAMPING: F 462 1973
 SY0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0510+STABILITY: SURFACE MOTION
 SY0510
 SY0510  HISTORY     - Date     Condition        Report By
 SY0510  HISTORY     - 1973     MONUMENTED       NGS
 SY0510
 SY0510                          STATION DESCRIPTION
 SY0510
 SY0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0510'1.8 MI SW FROM COVINGTON.
 SY0510'1.8 MILES SOUTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0510'CROSSING OF COVINGTON WAY SE AT COVINGTON, AT THE NORTH END OF A
 SY0510'SHALLOW CUT, 2 POLES SOUTH OF SEMAPHORE 965, 2 POLES NORTH OF A MOTOR
 SY0510'CAR SET-OFF, 40.3 FEET EAST OF THE EAST RAIL, 1.3 FEET SOUTH OF A
 SY0510'TELEPHONE POLE WITH A GUY WIRE, 1.5 FEET NORTH OF A WITNESS POST,
 SY0510'ABOUT 5 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8 INCH
 SY0510'COPPER COATED ROD WHICH HAS A BASE PLATE ATTACHED.  THE UPPER PORTION
 SY0510'OF THE ROD IS ENCASED IN A 6-INCH IRON PIPE PROJECTIG 0.3 FOOT ABOVE
 SY0510'THE GROUND.  SECTION 2, T 21N, R 5E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1322 ***********************************************************************
 SY1322  DESIGNATION -  E 463
 SY1322  PID         -  SY1322
 SY1322  STATE/COUNTY-  WA/MASON
 SY1322  USGS QUAD   -  SUMMIT LAKE (1981)
 SY1322
 SY1322                         *CURRENT SURVEY CONTROL
 SY1322  ___________________________________________________________________
 SY1322* NAD 83(1986)-  47 06 59.     (N)    123 06 13.     (W)     SCALED    
 SY1322* NAVD 88     -        43.547  (meters)     142.87   (feet)  ADJUSTED  
 SY1322  ___________________________________________________________________
 SY1322  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SY1322  DYNAMIC HT  -          43.557 (meters)     142.90  (feet)  COMP
 SY1322  MODELED GRAV-     980,834.8   (mgal)                       NAVD 88
 SY1322
 SY1322  VERT ORDER  -  FIRST     CLASS I
 SY1322
 SY1322.The horizontal coordinates were scaled from a topographic map and have
 SY1322.an estimated accuracy of +/- 6 seconds.
 SY1322
 SY1322.The orthometric height was determined by differential leveling
 SY1322.and adjusted by the National Geodetic Survey in June 1991..
 SY1322
 SY1322.The geoid height was determined by GEOID03.
 SY1322
 SY1322.The dynamic height is computed by dividing the NAVD 88
 SY1322.geopotential number by the normal gravity value computed on the
 SY1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1322.degrees latitude (g = 980.6199 gals.).
 SY1322
 SY1322.The modeled gravity was interpolated from observed gravity values.
 SY1322
 SY1322;                    North         East    Units  Estimated Accuracy
 SY1322;SPC WA S     -   201,450.      302,450.      MT  (+/- 180 meters Scaled)
 SY1322
 SY1322                          SUPERSEDED SURVEY CONTROL
 SY1322
 SY1322  NGVD 29 (??/??/??)   42.508  (m)          139.46   (f) ADJUSTED    1 1
 SY1322
 SY1322.Superseded values are not recommended for survey control.
 SY1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1322.See file dsdata.txt to determine how the superseded data were derived.
 SY1322
 SY1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT921181(NAD 83)
 SY1322_MARKER: DV = VERTICAL CONTROL DISK
 SY1322_SETTING: 66 = SET IN ROCK OUTCROP
 SY1322_SP_SET: OUTCROP
 SY1322_STAMPING: E 463 1973
 SY1322_MARK LOGO: NGS   
 SY1322_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY1322+STABILITY: POSITION/ELEVATION WELL
 SY1322
 SY1322  HISTORY     - Date     Condition        Report By
 SY1322  HISTORY     - 1973     MONUMENTED       NGS
 SY1322  HISTORY     - 1984     GOOD             USPSQD
 SY1322  HISTORY     - 1987     GOOD             USPSQD
 SY1322  HISTORY     - 1988     GOOD             USPSQD
 SY1322  HISTORY     - 1988     GOOD             USPSQD
 SY1322  HISTORY     - 1989     GOOD             USPSQD
 SY1322  HISTORY     - 1990     GOOD             USPSQD
 SY1322  HISTORY     - 19950516 GOOD             WADT
 SY1322  HISTORY     - 20050827 MARK NOT FOUND   USPSQD
 SY1322
 SY1322                          STATION DESCRIPTION
 SY1322
 SY1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1322'7.15 MI S FROM SHELTON.
 SY1322'7.15 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 SY1322'RAILROAD AVENUE AT SHELTON, AT A POINT DIRECTLY UNDER THE NORTHEAST
 SY1322'ONE OF THREE STEEL TOWER POWER TRANSMISSION LINES, AT THE SOUTH END OF
 SY1322'A CUT, SET VERTICALLY IN THE EAST FACE OF AN OUTCROP IN THE CUT, 37
 SY1322'FEET WEST OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, 63 FEET
 SY1322'NORTH OF THE SOUTH END OF THE CUT, 48.2 FEET NORTH OF THE CENTER OF
 SY1322'THE WEST END OF A 6-INCH PIPE CULVERT, ABOUT LEVEL WITH THE HIGHWAY
 SY1322'AND 3 1/2 FEET ABOVE THE GROUND.  SECTION 19, T19N, R 3W.
 SY1322
 SY1322                          STATION RECOVERY (1984)
 SY1322
 SY1322'RECOVERY NOTE BY US POWER SQUADRON 1984
 SY1322'RECOVERED IN GOOD CONDITION.
 SY1322
 SY1322                          STATION RECOVERY (1987)
 SY1322
 SY1322'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1322'RECOVERED IN GOOD CONDITION.
 SY1322
 SY1322                          STATION RECOVERY (1988)
 SY1322
 SY1322'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SY1322'RECOVERED IN GOOD CONDITION.
 SY1322
 SY1322                          STATION RECOVERY (1988)
 SY1322
 SY1322'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1322'RECOVERED IN GOOD CONDITION.
 SY1322
 SY1322                          STATION RECOVERY (1989)
 SY1322
 SY1322'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1322'RECOVERED IN GOOD CONDITION.
 SY1322
 SY1322                          STATION RECOVERY (1990)
 SY1322
 SY1322'RECOVERY NOTE BY US POWER SQUADRON 1990 (LMC)
 SY1322'RECOVERED IN GOOD CONDITION.
 SY1322
 SY1322                          STATION RECOVERY (1995)
 SY1322
 SY1322'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KAA)
 SY1322'RECOVERED AS DESCRIBED.
 SY1322
 SY1322                          STATION RECOVERY (2005)
 SY1322
 SY1322'RECOVERY NOTE BY US POWER SQUADRON 2005 (EC)
 SY1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1239 ***********************************************************************
 SY1239  DESIGNATION -  E 464
 SY1239  PID         -  SY1239
 SY1239  STATE/COUNTY-  WA/MASON
 SY1239  USGS QUAD   -  LILLIWAUP (1985)
 SY1239
 SY1239                         *CURRENT SURVEY CONTROL
 SY1239  ___________________________________________________________________
 SY1239* NAD 83(1986)-  47 29 06.     (N)    123 04 42.     (W)     SCALED    
 SY1239* NAVD 88     -         5.901  (meters)      19.36   (feet)  ADJUSTED  
 SY1239  ___________________________________________________________________
 SY1239  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SY1239  DYNAMIC HT  -           5.902 (meters)      19.36  (feet)  COMP
 SY1239  MODELED GRAV-     980,804.6   (mgal)                       NAVD 88
 SY1239
 SY1239  VERT ORDER  -  FIRST     CLASS I
 SY1239
 SY1239.The horizontal coordinates were scaled from a topographic map and have
 SY1239.an estimated accuracy of +/- 6 seconds.
 SY1239
 SY1239.The orthometric height was determined by differential leveling
 SY1239.and adjusted by the National Geodetic Survey in June 1991..
 SY1239
 SY1239.The geoid height was determined by GEOID03.
 SY1239
 SY1239.The dynamic height is computed by dividing the NAVD 88
 SY1239.geopotential number by the normal gravity value computed on the
 SY1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1239.degrees latitude (g = 980.6199 gals.).
 SY1239
 SY1239.The modeled gravity was interpolated from observed gravity values.
 SY1239
 SY1239;                    North         East    Units  Estimated Accuracy
 SY1239;SPC WA S     -   242,350.      305,710.      MT  (+/- 180 meters Scaled)
 SY1239
 SY1239                          SUPERSEDED SURVEY CONTROL
 SY1239
 SY1239  NGVD 29 (??/??/??)    4.827  (m)           15.84   (f) ADJUSTED    1 1
 SY1239
 SY1239.Superseded values are not recommended for survey control.
 SY1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1239.See file dsdata.txt to determine how the superseded data were derived.
 SY1239
 SY1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT940590(NAD 83)
 SY1239_MARKER: DB = BENCH MARK DISK
 SY1239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1239_SP_SET: CURB
 SY1239_STAMPING: E 464 1973
 SY1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1239
 SY1239  HISTORY     - Date     Condition        Report By
 SY1239  HISTORY     - 1973     MONUMENTED       NGS
 SY1239  HISTORY     - 1983     GOOD             USPSQD
 SY1239  HISTORY     - 1987     GOOD             USPSQD
 SY1239  HISTORY     - 19880502 GOOD             USPSQD
 SY1239  HISTORY     - 1990     GOOD             USPSQD
 SY1239
 SY1239                          STATION DESCRIPTION
 SY1239
 SY1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1239'2.6 MI NE FROM LILLIWAUP.
 SY1239'2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1239'LILLIWAUP, AT A CONCRETE BRIDGE OVER EAGLE CREEK, 18 1/2 FEET
 SY1239'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 SY1239'NORTHEAST END OF SOUTHEAST CONCRETE CURB OF THE SOUTHEAST CONCRETE
 SY1239'GUARDRAIL, 1.8 FEET SOUTHWEST OF THE NORTHEAST END OF THE CURB, AND
 SY1239'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  SECTION 16, T 23N, R 3W.
 SY1239
 SY1239                          STATION RECOVERY (1983)
 SY1239
 SY1239'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1239'RECOVERED IN GOOD CONDITION.
 SY1239
 SY1239                          STATION RECOVERY (1987)
 SY1239
 SY1239'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1239'RECOVERED IN GOOD CONDITION.
 SY1239
 SY1239                          STATION RECOVERY (1988)
 SY1239
 SY1239'RECOVERY NOTE BY US POWER SQUADRON 1988 (MRH)
 SY1239'RECOVERED IN GOOD CONDITION.
 SY1239
 SY1239                          STATION RECOVERY (1990)
 SY1239
 SY1239'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1063 ***********************************************************************
 SY1063  DESIGNATION -  E 465
 SY1063  PID         -  SY1063
 SY1063  STATE/COUNTY-  WA/JEFFERSON
 SY1063  USGS QUAD   -  MOUNT WALKER (1995)
 SY1063
 SY1063                         *CURRENT SURVEY CONTROL
 SY1063  ___________________________________________________________________
 SY1063* NAD 83(1986)-  47 51 48.     (N)    122 52 48.     (W)     SCALED    
 SY1063* NAVD 88     -        67.077  (meters)     220.07   (feet)  ADJUSTED  
 SY1063  ___________________________________________________________________
 SY1063  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 SY1063  DYNAMIC HT  -          67.092 (meters)     220.12  (feet)  COMP
 SY1063  MODELED GRAV-     980,840.4   (mgal)                       NAVD 88
 SY1063
 SY1063  VERT ORDER  -  FIRST     CLASS I
 SY1063
 SY1063.The horizontal coordinates were scaled from a topographic map and have
 SY1063.an estimated accuracy of +/- 6 seconds.
 SY1063
 SY1063.The orthometric height was determined by differential leveling
 SY1063.and adjusted by the National Geodetic Survey in June 1991..
 SY1063
 SY1063.The geoid height was determined by GEOID03.
 SY1063
 SY1063.The dynamic height is computed by dividing the NAVD 88
 SY1063.geopotential number by the normal gravity value computed on the
 SY1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1063.degrees latitude (g = 980.6199 gals.).
 SY1063
 SY1063.The modeled gravity was interpolated from observed gravity values.
 SY1063
 SY1063;                    North         East    Units  Estimated Accuracy
 SY1063;SPC WA N     -    98,020.      346,890.      MT  (+/- 180 meters Scaled)
 SY1063
 SY1063                          SUPERSEDED SURVEY CONTROL
 SY1063
 SY1063  NGVD 29 (??/??/??)   65.968  (m)          216.43   (f) ADJUSTED    1 1
 SY1063
 SY1063.Superseded values are not recommended for survey control.
 SY1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1063.See file dsdata.txt to determine how the superseded data were derived.
 SY1063
 SY1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU089011(NAD 83)
 SY1063_MARKER: DB = BENCH MARK DISK
 SY1063_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SY1063+WITH SETTING: INTO GROUND
 SY1063_STAMPING: E 465 1974
 SY1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1063+STABILITY: SURFACE MOTION
 SY1063
 SY1063  HISTORY     - Date     Condition        Report By
 SY1063  HISTORY     - 1974     MONUMENTED       NGS
 SY1063  HISTORY     - 1989     GOOD             USPSQD
 SY1063  HISTORY     - 19910615 GOOD             USPSQD
 SY1063  HISTORY     - 20040905 GOOD             USPSQD
 SY1063
 SY1063                          STATION DESCRIPTION
 SY1063
 SY1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1063'3.1 MI N FROM QUILCENE.
 SY1063'3.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE QUILCENE HIGH SCHOOL
 SY1063'AT QUILCENE, 0.35 MILES NORTH OF HIGHWAY MILEPOST 292, AT THE JUNCTION
 SY1063'OF A DIRT ROAD LEADING EAST, 99 FEET EAST OF THE CENTER LINE OF THE
 SY1063'HIGHWAY, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 13 FEET
 SY1063'SOUTHEAST OF A 15-INCH PINE TREE, 2.5 FEET NORTH OF A WITNESS POST,
 SY1063'ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, ABOUT LEVEL WITH THE ROAD, A
 SY1063'DISK ON THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD WHICH IS 4 FEET
 SY1063'LONG AND HAS A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS
 SY1063'ENCASED IN CONCRETE PROJECTING 0.2 FOOT ABOVE THE GROUND.  SECTION 1,
 SY1063'T 27N, R 2W.
 SY1063
 SY1063                          STATION RECOVERY (1989)
 SY1063
 SY1063'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1063'RECOVERED IN GOOD CONDITION.
 SY1063
 SY1063                          STATION RECOVERY (1991)
 SY1063
 SY1063'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWB)
 SY1063'RECOVERED IN GOOD CONDITION.
 SY1063
 SY1063                          STATION RECOVERY (2004)
 SY1063
 SY1063'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 SY1063'GEO. LOCATION APPEARS TO BE INCORRECT.  NEW READINGS ARE---
 SY1063'NO 47 51 53.3   AND WEST 122 52 44.6  FROM GARMIN WITH CORRECTION.--
 SY1063'ALSO--MARK IS NO LONGER PROJECTING ON CONCRETE ABOVE GROUND BUT IS
 SY1063'ABOUT  THREE (3)INCHES BELOW GROUND AND ENCASED IN CIRCULAR TUBE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0867 ***********************************************************************
 TR0867  DESIGNATION -  E 466
 TR0867  PID         -  TR0867
 TR0867  STATE/COUNTY-  WA/CLALLAM
 TR0867  USGS QUAD   -  SEQUIM (1985)
 TR0867
 TR0867                         *CURRENT SURVEY CONTROL
 TR0867  ___________________________________________________________________
 TR0867* NAD 83(1986)-  48 01 14.     (N)    123 00 19.     (W)     SCALED    
 TR0867* NAVD 88     -         6.197  (meters)      20.33   (feet)  ADJUSTED  
 TR0867  ___________________________________________________________________
 TR0867  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 TR0867  DYNAMIC HT  -           6.198 (meters)      20.33  (feet)  COMP
 TR0867  MODELED GRAV-     980,855.1   (mgal)                       NAVD 88
 TR0867
 TR0867  VERT ORDER  -  FIRST     CLASS I
 TR0867
 TR0867.The horizontal coordinates were scaled from a topographic map and have
 TR0867.an estimated accuracy of +/- 6 seconds.
 TR0867
 TR0867.The orthometric height was determined by differential leveling
 TR0867.and adjusted by the National Geodetic Survey in June 1991..
 TR0867
 TR0867.The geoid height was determined by GEOID03.
 TR0867
 TR0867.The dynamic height is computed by dividing the NAVD 88
 TR0867.geopotential number by the normal gravity value computed on the
 TR0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0867.degrees latitude (g = 980.6199 gals.).
 TR0867
 TR0867.The modeled gravity was interpolated from observed gravity values.
 TR0867
 TR0867;                    North         East    Units  Estimated Accuracy
 TR0867;SPC WA N     -   115,750.      338,010.      MT  (+/- 180 meters Scaled)
 TR0867
 TR0867                          SUPERSEDED SURVEY CONTROL
 TR0867
 TR0867  NGVD 29 (??/??/??)    5.068  (m)           16.63   (f) ADJUSTED    1 1
 TR0867
 TR0867.Superseded values are not recommended for survey control.
 TR0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0867.See file dsdata.txt to determine how the superseded data were derived.
 TR0867
 TR0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU996185(NAD 83)
 TR0867_MARKER: DB = BENCH MARK DISK
 TR0867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0867_SP_SET: CULVERT
 TR0867_STAMPING: E 466 1974
 TR0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0867
 TR0867  HISTORY     - Date     Condition        Report By
 TR0867  HISTORY     - 1974     MONUMENTED       NGS
 TR0867
 TR0867                          STATION DESCRIPTION
 TR0867
 TR0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0867'6.4 MI SE FROM SEQUIM.
 TR0867'6.4 MILES SOUTHEAST ALONG U.S HIGHWAY 101 FROM THE JUNCTION OF SEQUIM
 TR0867'AVENUE AT SEQUIM, 0.05 MILE WEST OF MILEPOST 271 AND A CAFE BUILDING,
 TR0867'AT THE CROSSING OF JIMMY COME LATELY CREEK, 121 1/2 FEET WEST OF THE
 TR0867'CENTER LINE OF A DRIVEWAY LEADING NORTH TO A HOUSE, 24 FEET NORTH OF
 TR0867'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE WEST END OF THE
 TR0867'NORTH CONCRETE HEAD WALL OF A LARGE DOUBLE CONCRETE BOX CULVERT, 0.5
 TR0867'FOOT EAST OF THE WEST END OF THE HEAD WALL, AND ABOUT 1/2 FOOT LOWER
 TR0867'THAN THE HIGHWAY.  SECTION 12, T 29N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0805 ***********************************************************************
 TR0805  DESIGNATION -  E 467
 TR0805  PID         -  TR0805
 TR0805  STATE/COUNTY-  WA/CLALLAM
 TR0805  USGS QUAD   -  PORT ANGELES (1985)
 TR0805
 TR0805                         *CURRENT SURVEY CONTROL
 TR0805  ___________________________________________________________________
 TR0805* NAD 83(1986)-  48 06 15.     (N)    123 22 52.     (W)     SCALED    
 TR0805* NAVD 88     -        72.729  (meters)     238.61   (feet)  ADJUSTED  
 TR0805  ___________________________________________________________________
 TR0805  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 TR0805  DYNAMIC HT  -          72.746 (meters)     238.67  (feet)  COMP
 TR0805  MODELED GRAV-     980,850.3   (mgal)                       NAVD 88
 TR0805
 TR0805  VERT ORDER  -  FIRST     CLASS I
 TR0805
 TR0805.The horizontal coordinates were scaled from a topographic map and have
 TR0805.an estimated accuracy of +/- 6 seconds.
 TR0805
 TR0805.The orthometric height was determined by differential leveling
 TR0805.and adjusted by the National Geodetic Survey in June 1991..
 TR0805
 TR0805.The geoid height was determined by GEOID03.
 TR0805
 TR0805.The dynamic height is computed by dividing the NAVD 88
 TR0805.geopotential number by the normal gravity value computed on the
 TR0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0805.degrees latitude (g = 980.6199 gals.).
 TR0805
 TR0805.The modeled gravity was interpolated from observed gravity values.
 TR0805
 TR0805;                    North         East    Units  Estimated Accuracy
 TR0805;SPC WA N     -   125,900.      310,300.      MT  (+/- 180 meters Scaled)
 TR0805
 TR0805                          SUPERSEDED SURVEY CONTROL
 TR0805
 TR0805  NGVD 29 (??/??/??)   71.600  (m)          234.91   (f) ADJUSTED    1 1
 TR0805
 TR0805.Superseded values are not recommended for survey control.
 TR0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0805.See file dsdata.txt to determine how the superseded data were derived.
 TR0805
 TR0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU716279(NAD 83)
 TR0805_MARKER: DB = BENCH MARK DISK
 TR0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0805_SP_SET: FOUNDATION
 TR0805_STAMPING: E 467 1974
 TR0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0805+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 TR0805
 TR0805  HISTORY     - Date     Condition        Report By
 TR0805  HISTORY     - 1974     MONUMENTED       NGS
 TR0805  HISTORY     - 19910703 GOOD             USPSQD
 TR0805  HISTORY     - 20030425 GOOD             USPSQD
 TR0805
 TR0805                          STATION DESCRIPTION
 TR0805
 TR0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0805'2.6 MI E FROM PORT ANGELES.
 TR0805'2.6 MILES EAST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF LINCOLN
 TR0805'STREET AT PORT ANGELES, AT THE SOUTHWEST CORNER OF THE JUNCTION OF
 TR0805'BROOK STREET LEADING SOUTH AND LEE CREEK ROAD LEADING NORTH, 101 FEET
 TR0805'SOUTH OF THE CENTER LINE OF THE EAST BOUND HIGHWAY LANES, 77 FEET WEST
 TR0805'OF THE CENTER LINE OF THE STREET, VERTICALLY IN THE NORTH FACE OF THE
 TR0805'CONCRETE FOUNDATION OF A CONCRETE BLOCK BUILDING OCCUPIED BY CONRADS
 TR0805'CERAMICS AND GIFTS, 0.4 FOOT WEST OF THE NORTHWEST CORNER OF THE
 TR0805'BUILDING, ABOUT 1/2 FOOT HIGHER THAN THE GROUND, AND ABOUT 2 1/2 FEET
 TR0805'HIGHER THAN THE STREET.  SECTION 12, T 30N, R 6W.
 TR0805
 TR0805                          STATION RECOVERY (1991)
 TR0805
 TR0805'RECOVERY NOTE BY US POWER SQUADRON 1991 (PES)
 TR0805'RECOVERED IN GOOD CONDITION.
 TR0805
 TR0805                          STATION RECOVERY (2003)
 TR0805
 TR0805'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 TR0805'MARKER IS FOUR INCHES EAST OF THE BUILDING FOUNDATION NORTHWEST CORNER
 TR0805'AND THE LOWER HALF IS BELOW EXISTING ASPHALT PAVING.  BUILDING IS NOW
 TR0805'OCCUPIED BY PORT ANGELES POWER EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0920 ***********************************************************************
 TR0920  DESIGNATION -  E 468
 TR0920  PID         -  TR0920
 TR0920  STATE/COUNTY-  WA/CLALLAM
 TR0920  USGS QUAD   -  JOYCE (1979)
 TR0920
 TR0920                         *CURRENT SURVEY CONTROL
 TR0920  ___________________________________________________________________
 TR0920* NAD 83(1986)-  48 07 53.     (N)    123 42 57.     (W)     SCALED    
 TR0920* NAVD 88     -       115.372  (meters)     378.52   (feet)  ADJUSTED  
 TR0920  ___________________________________________________________________
 TR0920  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 TR0920  DYNAMIC HT  -         115.402 (meters)     378.61  (feet)  COMP
 TR0920  MODELED GRAV-     980,868.9   (mgal)                       NAVD 88
 TR0920
 TR0920  VERT ORDER  -  FIRST     CLASS I
 TR0920
 TR0920.The horizontal coordinates were scaled from a topographic map and have
 TR0920.an estimated accuracy of +/- 6 seconds.
 TR0920
 TR0920.The orthometric height was determined by differential leveling
 TR0920.and adjusted by the National Geodetic Survey in June 1991..
 TR0920
 TR0920.The geoid height was determined by GEOID03.
 TR0920
 TR0920.The dynamic height is computed by dividing the NAVD 88
 TR0920.geopotential number by the normal gravity value computed on the
 TR0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0920.degrees latitude (g = 980.6199 gals.).
 TR0920
 TR0920.The modeled gravity was interpolated from observed gravity values.
 TR0920
 TR0920;                    North         East    Units  Estimated Accuracy
 TR0920;SPC WA N     -   129,810.      285,500.      MT  (+/- 180 meters Scaled)
 TR0920
 TR0920                          SUPERSEDED SURVEY CONTROL
 TR0920
 TR0920  NGVD 29 (??/??/92)  114.252  (m)          374.84   (f) ADJ UNCH    1 1
 TR0920
 TR0920.Superseded values are not recommended for survey control.
 TR0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0920.See file dsdata.txt to determine how the superseded data were derived.
 TR0920
 TR0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU467311(NAD 83)
 TR0920_MARKER: DB = BENCH MARK DISK
 TR0920_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TR0920_SP_SET: 16 FEET
 TR0920_STAMPING: E 468 1974
 TR0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0920
 TR0920  HISTORY     - Date     Condition        Report By
 TR0920  HISTORY     - 1974     MONUMENTED       NGS
 TR0920  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR0920  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 TR0920  HISTORY     - 19910717 MARK NOT FOUND   USPSQD
 TR0920
 TR0920                          STATION DESCRIPTION
 TR0920
 TR0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0920'0.85 MI SE FROM JOYCE.
 TR0920'ABOUT 0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF
 TR0920'AGATE BEACH ROAD AND THE POST OFFICE AT JOYCE, 0.15 MILE NORTHWEST OF
 TR0920'HIGHWAY MILEPOST 52, AT THE JUNCTION OF MILLER ROAD LEADING SOUTH, 26
 TR0920'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 143 FEET NORTHWEST
 TR0920'OF THE EXTENDED CENTER LINE OF MILLER ROAD, 79 FEET NORTHWEST OF A
 TR0920'FENCE CORNER POST,  21 1/2 FEET SOUTHEAST OF IRON PIPE GATE POST, 1
 TR0920'1/2 FEET NORTHWEST OF A TELEPHONE POLE, 3 1/2 SOUTHWEST OF A FENCE
 TR0920'LINE, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT LOWER
 TR0920'THAN THE HIGHWAY AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD
 TR0920'FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH PIPE REINFORCED WITH
 TR0920'CONCRETE NEAR THE TOP.  THE ROD WAS DRIVEN TO GRADUAL REFUSAL AT A
 TR0920'DEPTH OF 16 FEET.  SEC. 33 T 31N R 8W.
 TR0920
 TR0920                          STATION RECOVERY (1988)
 TR0920
 TR0920'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWB)
 TR0920'MARK NOT FOUND.
 TR0920
 TR0920                          STATION RECOVERY (1989)
 TR0920
 TR0920'RECOVERY NOTE BY US POWER SQUADRON 1989 (PES)
 TR0920'MARK NOT FOUND.
 TR0920
 TR0920                          STATION RECOVERY (1991)
 TR0920
 TR0920'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0068 ***********************************************************************
 TS0068  DESIGNATION -  E 469
 TS0068  PID         -  TS0068
 TS0068  STATE/COUNTY-  WA/CLALLAM
 TS0068  USGS QUAD   -  PYSHT (1984)
 TS0068
 TS0068                         *CURRENT SURVEY CONTROL
 TS0068  ___________________________________________________________________
 TS0068* NAD 83(1986)-  48 10 29.     (N)    124 03 26.     (W)     SCALED    
 TS0068* NAVD 88     -        55.838  (meters)     183.20   (feet)  ADJUSTED  
 TS0068  ___________________________________________________________________
 TS0068  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 TS0068  DYNAMIC HT  -          55.852 (meters)     183.24  (feet)  COMP
 TS0068  MODELED GRAV-     980,863.0   (mgal)                       NAVD 88
 TS0068
 TS0068  VERT ORDER  -  FIRST     CLASS I
 TS0068
 TS0068.The horizontal coordinates were scaled from a topographic map and have
 TS0068.an estimated accuracy of +/- 6 seconds.
 TS0068
 TS0068.The orthometric height was determined by differential leveling
 TS0068.and adjusted by the National Geodetic Survey in June 1991..
 TS0068
 TS0068.The geoid height was determined by GEOID03.
 TS0068
 TS0068.The dynamic height is computed by dividing the NAVD 88
 TS0068.geopotential number by the normal gravity value computed on the
 TS0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0068.degrees latitude (g = 980.6199 gals.).
 TS0068
 TS0068.The modeled gravity was interpolated from observed gravity values.
 TS0068
 TS0068;                    North         East    Units  Estimated Accuracy
 TS0068;SPC WA N     -   135,630.      260,310.      MT  (+/- 180 meters Scaled)
 TS0068
 TS0068                          SUPERSEDED SURVEY CONTROL
 TS0068
 TS0068  NGVD 29 (??/??/92)   54.717  (m)          179.52   (f) ADJ UNCH    1 1
 TS0068
 TS0068.Superseded values are not recommended for survey control.
 TS0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0068.See file dsdata.txt to determine how the superseded data were derived.
 TS0068
 TS0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU214362(NAD 83)
 TS0068_MARKER: DB = BENCH MARK DISK
 TS0068_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TS0068+WITH SETTING: INTO GROUND
 TS0068_STAMPING: E 469 1974
 TS0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0068+STABILITY: SURFACE MOTION
 TS0068
 TS0068  HISTORY     - Date     Condition        Report By
 TS0068  HISTORY     - 1974     MONUMENTED       NGS
 TS0068  HISTORY     - 1979     GOOD             NGS
 TS0068
 TS0068                          STATION DESCRIPTION
 TS0068
 TS0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0068'4.5 MI E FROM PYSHT.
 TS0068'ABOUT 4.5 MILES EAST ALONG STATE HIGHWAY 112 FROM THE ROAD JUNCTION AT
 TS0068'PYSHT, 0.05 MILE NORTHWEST OF JOE CREEK, NEAR THE CENTER OF A LONG
 TS0068'TURN-OUT FOR HIGHWAY TRAFFIC, 10 POLES EAST OF HIGHWAY MILEPOST 33, 63
 TS0068'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET NORTHWEST OF
 TS0068'THE CENTER LINE OF A TRACK ROAD LEADING NORTHEAST, 2 1/2 FEET
 TS0068'NORTHWEST OF TELEPHONE POLE 987 L8 WITH ONE GUY WIRE, 1.3 FEET
 TS0068'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 TS0068'HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL
 TS0068'ROD WITH BASE PLATE ATTACHED.  THE DISK IS FLUSH WITH THE GROUND AND
 TS0068'IS PROTECTED BY A 4-INCH PLASTIC PIPE WHICH PROJECTS 0.1 FOOT AND IS
 TS0068'REINFORCED WITH CONCRETE NEAR THE SURFACE.  SEC. 24 T 31N R 11W.
 TS0068
 TS0068                          STATION RECOVERY (1979)
 TS0068
 TS0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TS0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0002 ***********************************************************************
 SA0002  DESIGNATION -  E 47
 SA0002  PID         -  SA0002
 SA0002  STATE/COUNTY-  WA/WHITMAN
 SA0002  USGS QUAD   -  HOOPER LAKE (1981)
 SA0002
 SA0002                         *CURRENT SURVEY CONTROL
 SA0002  ___________________________________________________________________
 SA0002* NAD 83(1986)-  46 37 48.     (N)    118 03 17.     (W)     SCALED    
 SA0002* NAVD 88     -       219.773  (meters)     721.04   (feet)  ADJUSTED  
 SA0002  ___________________________________________________________________
 SA0002  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SA0002  DYNAMIC HT  -         219.772 (meters)     721.04  (feet)  COMP
 SA0002  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 SA0002
 SA0002  VERT ORDER  -  SECOND    CLASS 0
 SA0002
 SA0002.The horizontal coordinates were scaled from a topographic map and have
 SA0002.an estimated accuracy of +/- 6 seconds.
 SA0002
 SA0002.The orthometric height was determined by differential leveling
 SA0002.and adjusted by the National Geodetic Survey in June 1991..
 SA0002
 SA0002.The geoid height was determined by GEOID03.
 SA0002
 SA0002.The dynamic height is computed by dividing the NAVD 88
 SA0002.geopotential number by the normal gravity value computed on the
 SA0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0002.degrees latitude (g = 980.6199 gals.).
 SA0002
 SA0002.The modeled gravity was interpolated from observed gravity values.
 SA0002
 SA0002;                    North         East    Units  Estimated Accuracy
 SA0002;SPC WA S     -   147,030.      687,210.      MT  (+/- 180 meters Scaled)
 SA0002
 SA0002                          SUPERSEDED SURVEY CONTROL
 SA0002
 SA0002  NGVD 29 (??/??/92)  218.804  (m)          717.86   (f) ADJ UNCH    2 0
 SA0002
 SA0002.Superseded values are not recommended for survey control.
 SA0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0002.See file dsdata.txt to determine how the superseded data were derived.
 SA0002
 SA0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM192645(NAD 83)
 SA0002_MARKER: DB = BENCH MARK DISK
 SA0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0002_STAMPING: E 47 1934
 SA0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0002+STABILITY: SURFACE MOTION
 SA0002
 SA0002  HISTORY     - Date     Condition        Report By
 SA0002  HISTORY     - 1934     MONUMENTED       CGS
 SA0002
 SA0002                          STATION DESCRIPTION
 SA0002
 SA0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SA0002'IN CANYON.
 SA0002'AT CANYON, ON THE UNION PACIFIC RAILROAD 88 YARDS SOUTH OF THE WAITING
 SA0002'ROOM, 88 YARDS NORTHEAST OF THE MILEPOST 22, 45 FEET EAST OF THE
 SA0002'CENTER OF A PRIVATE-ROAD CROSSING, 13 FEET SOUTHEAST OF A SWITCH
 SA0002'STAND, AND 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE.  SET IN THE TOP
 SA0002'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0136 ***********************************************************************
 TS0136  DESIGNATION -  E 470
 TS0136  PID         -  TS0136
 TS0136  STATE/COUNTY-  WA/CLALLAM
 TS0136  USGS QUAD   -  NEAH BAY (1984)
 TS0136
 TS0136                         *CURRENT SURVEY CONTROL
 TS0136  ___________________________________________________________________
 TS0136* NAD 83(1986)-  48 20 51.     (N)    124 31 18.     (W)     SCALED    
 TS0136* NAVD 88     -        23.290  (meters)      76.41   (feet)  ADJUSTED  
 TS0136  ___________________________________________________________________
 TS0136  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 TS0136  DYNAMIC HT  -          23.297 (meters)      76.43  (feet)  COMP
 TS0136  MODELED GRAV-     980,904.4   (mgal)                       NAVD 88
 TS0136
 TS0136  VERT ORDER  -  FIRST     CLASS I
 TS0136
 TS0136.The horizontal coordinates were scaled from a topographic map and have
 TS0136.an estimated accuracy of +/- 6 seconds.
 TS0136
 TS0136.The orthometric height was determined by differential leveling
 TS0136.and adjusted by the National Geodetic Survey in June 1991..
 TS0136
 TS0136.The geoid height was determined by GEOID03.
 TS0136
 TS0136.The dynamic height is computed by dividing the NAVD 88
 TS0136.geopotential number by the normal gravity value computed on the
 TS0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0136.degrees latitude (g = 980.6199 gals.).
 TS0136
 TS0136.The modeled gravity was interpolated from observed gravity values.
 TS0136
 TS0136;                    North         East    Units  Estimated Accuracy
 TS0136;SPC WA N     -   156,370.      226,730.      MT  (+/- 180 meters Scaled)
 TS0136
 TS0136                          SUPERSEDED SURVEY CONTROL
 TS0136
 TS0136  NGVD 29 (??/??/92)   22.155  (m)           72.69   (f) ADJ UNCH    1 1
 TS0136
 TS0136.Superseded values are not recommended for survey control.
 TS0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0136.See file dsdata.txt to determine how the superseded data were derived.
 TS0136
 TS0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU872560(NAD 83)
 TS0136_MARKER: DB = BENCH MARK DISK
 TS0136_SETTING: 66 = SET IN ROCK OUTCROP
 TS0136_SP_SET: SANDSTONE CUT
 TS0136_STAMPING: E 470 1974
 TS0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TS0136+STABILITY: POSITION/ELEVATION WELL
 TS0136
 TS0136  HISTORY     - Date     Condition        Report By
 TS0136  HISTORY     - 1974     MONUMENTED       NGS
 TS0136
 TS0136                          STATION DESCRIPTION
 TS0136
 TS0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0136'5.5 MI SE FROM NEAH BAY.
 TS0136'ABOUT 5.5 MILES SOUTHEAST ALONG BAYVIEW AVENUE AND STATE HIGHWAY 112
 TS0136'FROM THE POST OFFICE AT NEAH BAY, 20 POLES (ABOUT 0.5 MILE) EAST OF
 TS0136'THE HIGHWAY BRIDGE ACROSS BULLMAN CREEK, ON THE OUTSIDE OF A CURVE, 26
 TS0136'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY
 TS0136'IN THE SOUTHWEST FACE OF A SANDSTONE CUT, 20 1/2 FEET EAST-SOUTHEAST
 TS0136'OF A TELEPHONE POLE WITH GUY WIRE, 1.3 FEET ABOVE THE LEVEL OF THE
 TS0136'GROUND AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY. SECTION
 TS0136'21, T 33N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0785 ***********************************************************************
 TR0785  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0785  DESIGNATION -  E 471
 TR0785  PID         -  TR0785
 TR0785  STATE/COUNTY-  WA/CLALLAM
 TR0785  USGS QUAD   -  EDIZ HOOK (1978)
 TR0785
 TR0785                         *CURRENT SURVEY CONTROL
 TR0785  ___________________________________________________________________
 TR0785* NAD 83(1986)-  48 08 25.     (N)    123 24 40.     (W)     SCALED    
 TR0785* NAVD 88     -         3.443  (meters)      11.30   (feet)  ADJUSTED  
 TR0785  ___________________________________________________________________
 TR0785  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 TR0785  DYNAMIC HT  -           3.444 (meters)      11.30  (feet)  COMP
 TR0785  MODELED GRAV-     980,884.0   (mgal)                       NAVD 88
 TR0785
 TR0785  VERT ORDER  -  FIRST     CLASS I
 TR0785
 TR0785.This mark is at Port Angeles Cgas Airport (NOW)
 TR0785
 TR0785.The horizontal coordinates were scaled from a topographic map and have
 TR0785.an estimated accuracy of +/- 6 seconds.
 TR0785
 TR0785.The orthometric height was determined by differential leveling
 TR0785.and adjusted by the National Geodetic Survey in June 1991..
 TR0785
 TR0785.This Tidal Bench Mark is designated as VM 9027
 TR0785.by the Center for Operational Oceanographic Products and Services.
 TR0785
 TR0785.The geoid height was determined by GEOID03.
 TR0785
 TR0785.The dynamic height is computed by dividing the NAVD 88
 TR0785.geopotential number by the normal gravity value computed on the
 TR0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0785.degrees latitude (g = 980.6199 gals.).
 TR0785
 TR0785.The modeled gravity was interpolated from observed gravity values.
 TR0785
 TR0785;                    North         East    Units  Estimated Accuracy
 TR0785;SPC WA N     -   129,990.      308,200.      MT  (+/- 180 meters Scaled)
 TR0785
 TR0785                          SUPERSEDED SURVEY CONTROL
 TR0785
 TR0785  NGVD 29 (??/??/92)    2.317  (m)            7.60   (f) ADJ UNCH    1 1
 TR0785
 TR0785.Superseded values are not recommended for survey control.
 TR0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0785.See file dsdata.txt to determine how the superseded data were derived.
 TR0785
 TR0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU694319(NAD 83)
 TR0785_MARKER: DV = VERTICAL CONTROL DISK
 TR0785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0785_SP_SET: BUILDING FOUNDATION
 TR0785_STAMPING: E 471 1974
 TR0785_MARK LOGO: NGS   
 TR0785_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0785
 TR0785  HISTORY     - Date     Condition        Report By
 TR0785  HISTORY     - 1974     MONUMENTED       NGS
 TR0785  HISTORY     - 1981     GOOD             NGS
 TR0785  HISTORY     - 19870716 GOOD             NGS
 TR0785  HISTORY     - 1989     GOOD             USPSQD
 TR0785  HISTORY     - 19910717 GOOD             USPSQD
 TR0785
 TR0785                          STATION DESCRIPTION
 TR0785
 TR0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0785'IN PORT ANGELES.
 TR0785'AT PORT ANGELES, ABOUT 1.3 MILES NORTHWEST ALONG MARINE DRIVE FROM THE
 TR0785'JUNCTION OF TUMWATER STREET, THENCE ABOUT 2.6 MILES EAST ALONG A PAVED
 TR0785'ROAD ON EDIZ HOOK, 0.65 MILE EAST OF THE ENTRANCE GATE TO THE U. S.
 TR0785'COAST GUARD AIR STATION ON EDIZ HOOK, AT THE COAST GUARD AIR STATION
 TR0785'ADMINISTRATION BUILDING, 84 FEET NORTH OF THE CENTER LINE OF ROAD, SET
 TR0785'VERTICALLY IN THE CONCRETE FOUNDATION FOR THE SOUTHEAST WALL OF
 TR0785'ADMINISTRATION BUILDING, 0.5 FOOT NORTHEAST OF THE SOUTH CORNER OF
 TR0785'BUILDING, 58 FEET SOUTHWEST OF THE CENTER OF MAIN (SOUTHEAST) ENTRANCE
 TR0785'DOOR TO BUILDING AND 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 TR0785
 TR0785                          STATION RECOVERY (1981)
 TR0785
 TR0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TR0785'RECOVERED IN GOOD CONDITION.
 TR0785
 TR0785                          STATION RECOVERY (1987)
 TR0785
 TR0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 TR0785'RECOVERED IN GOOD CONDITION.
 TR0785
 TR0785                          STATION RECOVERY (1989)
 TR0785
 TR0785'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLS)
 TR0785'RECOVERED IN GOOD CONDITION.
 TR0785
 TR0785                          STATION RECOVERY (1991)
 TR0785
 TR0785'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0009 ***********************************************************************
 TS0009  DESIGNATION -  E 472
 TS0009  PID         -  TS0009
 TS0009  STATE/COUNTY-  WA/CLALLAM
 TS0009  USGS QUAD   -  LAKE PLEASANT (1984)
 TS0009
 TS0009                         *CURRENT SURVEY CONTROL
 TS0009  ___________________________________________________________________
 TS0009* NAD 83(1986)-  48 03 00.     (N)    124 21 45.     (W)     SCALED    
 TS0009* NAVD 88     -       119.981  (meters)     393.64   (feet)  ADJUSTED  
 TS0009  ___________________________________________________________________
 TS0009  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 TS0009  DYNAMIC HT  -         120.005 (meters)     393.72  (feet)  COMP
 TS0009  MODELED GRAV-     980,807.1   (mgal)                       NAVD 88
 TS0009
 TS0009  VERT ORDER  -  FIRST     CLASS I
 TS0009
 TS0009.The horizontal coordinates were scaled from a topographic map and have
 TS0009.an estimated accuracy of +/- 6 seconds.
 TS0009
 TS0009.The orthometric height was determined by differential leveling
 TS0009.and adjusted by the National Geodetic Survey in June 1991..
 TS0009
 TS0009.The geoid height was determined by GEOID03.
 TS0009
 TS0009.The dynamic height is computed by dividing the NAVD 88
 TS0009.geopotential number by the normal gravity value computed on the
 TS0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0009.degrees latitude (g = 980.6199 gals.).
 TS0009
 TS0009.The modeled gravity was interpolated from observed gravity values.
 TS0009
 TS0009;                    North         East    Units  Estimated Accuracy
 TS0009;SPC WA N     -   122,770.      237,000.      MT  (+/- 180 meters Scaled)
 TS0009
 TS0009                          SUPERSEDED SURVEY CONTROL
 TS0009
 TS0009  NGVD 29 (??/??/92)  118.874  (m)          390.01   (f) ADJ UNCH    1 1
 TS0009
 TS0009.Superseded values are not recommended for survey control.
 TS0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0009.See file dsdata.txt to determine how the superseded data were derived.
 TS0009
 TS0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU984227(NAD 83)
 TS0009_MARKER: DB = BENCH MARK DISK
 TS0009_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TS0009+WITH SETTING: INTO GROUND
 TS0009_STAMPING: E 472 1974
 TS0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0009+STABILITY: SURFACE MOTION
 TS0009
 TS0009  HISTORY     - Date     Condition        Report By
 TS0009  HISTORY     - 1974     MONUMENTED       NGS
 TS0009  HISTORY     - 19910710 GOOD             USPSQD
 TS0009
 TS0009                          STATION DESCRIPTION
 TS0009
 TS0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0009'4.35 MI SW FROM SAPPHO.
 TS0009'4.35 MILES SOUTHWEST ALONG U. S. HIGHWAY 101 FROM THE JUNCTION OF
 TS0009'BURNT MOUNTAIN ROAD AT SAPPHO, 0.45 MILE SOUTHWEST OF HIGHWAY MILEPOST
 TS0009'200, 0.3 MILE SOUTHWEST OF THE JUNCTION OF LAKE CREEK ROAD, AT THE
 TS0009'JUNCTION OF A GRAVELED ROAD LEADING SOUTHEAST, 39 1/2 FEET SOUTHEAST
 TS0009'OF THE CENTER LINE OF THE HIGHWAY, 45 FEET NORTHEAST OF THE CENTER
 TS0009'LINE OF ROAD, 59.6 FEET NORTH OF AND ACROSS THE ROAD FROM A 3
 TS0009'1/2-FOOT-HIGH SECTION OF RAILROAD RAIL USED AS A GATE POST, 28.7 FEET
 TS0009'EAST-NORTHEAST OF THE NORTHEAST END OF A 15-INCH PIPE CULVERT, 1 1/2
 TS0009'FEET SOUTHWEST OF THE 1ST TELEPHONE POLE NORTHEAST OF THE ROAD, 1.0
 TS0009'FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 TS0009'OF THE HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER
 TS0009'COATED STEEL ROD WITH BASE PLATE ATTACHED.  THE DISK IS 0.1 FOOT BELOW
 TS0009'THE SURFACE OF THE GROUND AND IS PROTECTED BY A 4-INCH METAL PIPE THAT
 TS0009'IS FLUSH WITH THE GROUND AND REINFORCED WITH CONCRETE NEAR THE
 TS0009'SURFACE.  SECTION 3, T 29N, R 13W.
 TS0009
 TS0009                          STATION RECOVERY (1991)
 TS0009
 TS0009'RECOVERY NOTE BY US POWER SQUADRON 1991 (RSL)
 TS0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0194 ***********************************************************************
 SD0194  DESIGNATION -  E 473
 SD0194  PID         -  SD0194
 SD0194  STATE/COUNTY-  WA/JEFFERSON
 SD0194  USGS QUAD   -  ANDERSON CREEK (1982)
 SD0194
 SD0194                         *CURRENT SURVEY CONTROL
 SD0194  ___________________________________________________________________
 SD0194* NAD 83(1986)-  47 51 17.     (N)    124 18 53.     (W)     SCALED    
 SD0194* NAVD 88     -       182.222  (meters)     597.84   (feet)  ADJUSTED  
 SD0194  ___________________________________________________________________
 SD0194  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 SD0194  DYNAMIC HT  -         182.252 (meters)     597.94  (feet)  COMP
 SD0194  MODELED GRAV-     980,776.2   (mgal)                       NAVD 88
 SD0194
 SD0194  VERT ORDER  -  FIRST     CLASS I
 SD0194
 SD0194.The horizontal coordinates were scaled from a topographic map and have
 SD0194.an estimated accuracy of +/- 6 seconds.
 SD0194
 SD0194.The orthometric height was determined by differential leveling
 SD0194.and adjusted by the National Geodetic Survey in June 1991..
 SD0194
 SD0194.The geoid height was determined by GEOID03.
 SD0194
 SD0194.The dynamic height is computed by dividing the NAVD 88
 SD0194.geopotential number by the normal gravity value computed on the
 SD0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0194.degrees latitude (g = 980.6199 gals.).
 SD0194
 SD0194.The modeled gravity was interpolated from observed gravity values.
 SD0194
 SD0194;                    North         East    Units  Estimated Accuracy
 SD0194;SPC WA N     -   100,920.      239,570.      MT  (+/- 180 meters Scaled)
 SD0194
 SD0194                          SUPERSEDED SURVEY CONTROL
 SD0194
 SD0194  NGVD 29 (??/??/92)  181.137  (m)          594.28   (f) ADJ UNCH    1 1
 SD0194
 SD0194.Superseded values are not recommended for survey control.
 SD0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0194.See file dsdata.txt to determine how the superseded data were derived.
 SD0194
 SD0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDU016009(NAD 83)
 SD0194_MARKER: DB = BENCH MARK DISK
 SD0194_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0194+WITH SETTING: INTO GROUND
 SD0194_STAMPING: E 473 1974
 SD0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0194+STABILITY: SURFACE MOTION
 SD0194
 SD0194  HISTORY     - Date     Condition        Report By
 SD0194  HISTORY     - 1974     MONUMENTED       NGS
 SD0194
 SD0194                          STATION DESCRIPTION
 SD0194
 SD0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0194'9.7 MI SE FROM FORKS.
 SD0194'ABOUT 9.7 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SD0194'THE JUNCTION OF DIVISION STREET AT FORKS, 0.2 MILE (7 TELEPHONE POLES)
 SD0194'SOUTHEAST OF HIGHWAY MILEPOST 182, AT THE JUNCTION OF A DIRT ROAD
 SD0194'LEADING SOUTHWEST, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SD0194'HIGHWAY, 204 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 86
 SD0194'FEET SOUTH OF AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE (7TH POLE
 SD0194'SOUTHEAST OF HIGHWAY MILEPOST 182), 1 1/2 FEET SOUTHEAST OF POWER LINE
 SD0194'POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON TOP
 SD0194'OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD WITH BASE PLATE
 SD0194'ATTACHED.  THE DISK IS 0.2 FOOT BELOW THE SURFACE OF THE GROUND AND
 SD0194'PROTECTED BY A 4-INCH PLASTIC PIPE THAT IS FLUSH WITH THE GROUND AND
 SD0194'REINFORCED WITH CONCRETE NEAR THE SURFACE.  SECTION 12, T 27N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0249 ***********************************************************************
 SD0249  DESIGNATION -  E 474
 SD0249  PID         -  SD0249
 SD0249  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0249  USGS QUAD   -  QUEETS (1982)
 SD0249
 SD0249                         *CURRENT SURVEY CONTROL
 SD0249  ___________________________________________________________________
 SD0249* NAD 83(1986)-  47 31 23.     (N)    124 18 29.     (W)     SCALED    
 SD0249* NAVD 88     -        37.383  (meters)     122.65   (feet)  ADJUSTED  
 SD0249  ___________________________________________________________________
 SD0249  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SD0249  DYNAMIC HT  -          37.390 (meters)     122.67  (feet)  COMP
 SD0249  MODELED GRAV-     980,796.6   (mgal)                       NAVD 88
 SD0249
 SD0249  VERT ORDER  -  FIRST     CLASS I
 SD0249
 SD0249.The horizontal coordinates were scaled from a topographic map and have
 SD0249.an estimated accuracy of +/- 6 seconds.
 SD0249
 SD0249.The orthometric height was determined by differential leveling
 SD0249.and adjusted by the National Geodetic Survey in June 1991..
 SD0249
 SD0249.The geoid height was determined by GEOID03.
 SD0249
 SD0249.The dynamic height is computed by dividing the NAVD 88
 SD0249.geopotential number by the normal gravity value computed on the
 SD0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0249.degrees latitude (g = 980.6199 gals.).
 SD0249
 SD0249.The modeled gravity was interpolated from observed gravity values.
 SD0249
 SD0249;                    North         East    Units  Estimated Accuracy
 SD0249;SPC WA S     -   250,330.      213,310.      MT  (+/- 180 meters Scaled)
 SD0249
 SD0249                          SUPERSEDED SURVEY CONTROL
 SD0249
 SD0249  NGVD 29 (??/??/92)   36.335  (m)          119.21   (f) ADJ UNCH    1 1
 SD0249
 SD0249.Superseded values are not recommended for survey control.
 SD0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0249.See file dsdata.txt to determine how the superseded data were derived.
 SD0249
 SD0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT015641(NAD 83)
 SD0249_MARKER: DB = BENCH MARK DISK
 SD0249_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SD0249_SP_SET: 7 FEET
 SD0249_STAMPING: E 474 1974
 SD0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0249
 SD0249  HISTORY     - Date     Condition        Report By
 SD0249  HISTORY     - 1974     MONUMENTED       NGS
 SD0249
 SD0249                          STATION DESCRIPTION
 SD0249
 SD0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0249'2.9 MI S FROM QUEETS.
 SD0249'ABOUT 2.9 MILES SOUTH ALONG U. S. HIGHWAY 101 FROM THE INTERSECTION OF
 SD0249'QUEETS AVENUE AT QUEETS, AT A GRAVELED ROAD CROSSING, 57 1/2 FEET
 SD0249'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 160 FEET NORTH-NORTHEAST
 SD0249'OF HIGHWAY MILEPOST 149, 36.2 FEET WEST-NORTHWEST OF THE NORTHEAST END
 SD0249'OF A 12-INCH PIPE CULVERT UNDER GRAVELED ROAD LEADING NORTHWEST, 12
 SD0249'1/2 FEET NORTHEAST OF THE CENTER LINE OF GRAVELED ROAD LEADING
 SD0249'NORTHWEST, 2 FEET NORTHEAST OF A 10-FOOT-HIGH RAIL USED FOR GATEPOST,
 SD0249'1.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SD0249'HIGHWAY AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD 0.1 FOOT
 SD0249'BELOW THE LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE
 SD0249'FLUSH WITH THE GROUND AND REINFORCED WITH CONCRETE NEAR THE SURFACE.
 SD0249'THE ROD WAS DRIVEN TO A DEPTH OF 7 FEET WHERE IT REFUSED.  SECTION 2,
 SD0249'T23N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0238 ***********************************************************************
 SD0238  DESIGNATION -  E 475
 SD0238  PID         -  SD0238
 SD0238  STATE/COUNTY-  WA/JEFFERSON
 SD0238  USGS QUAD   -  QUEETS (1982)
 SD0238
 SD0238                         *CURRENT SURVEY CONTROL
 SD0238  ___________________________________________________________________
 SD0238* NAD 83(1986)-  47 35 35.     (N)    124 21 59.     (W)     SCALED    
 SD0238* NAVD 88     -        15.028  (meters)      49.30   (feet)  ADJUSTED  
 SD0238  ___________________________________________________________________
 SD0238  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SD0238  DYNAMIC HT  -          15.031 (meters)      49.31  (feet)  COMP
 SD0238  MODELED GRAV-     980,806.0   (mgal)                       NAVD 88
 SD0238
 SD0238  VERT ORDER  -  FIRST     CLASS I
 SD0238
 SD0238.The horizontal coordinates were scaled from a topographic map and have
 SD0238.an estimated accuracy of +/- 6 seconds.
 SD0238
 SD0238.The orthometric height was determined by differential leveling
 SD0238.and adjusted by the National Geodetic Survey in June 1991..
 SD0238
 SD0238.The geoid height was determined by GEOID03.
 SD0238
 SD0238.The dynamic height is computed by dividing the NAVD 88
 SD0238.geopotential number by the normal gravity value computed on the
 SD0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0238.degrees latitude (g = 980.6199 gals.).
 SD0238
 SD0238.The modeled gravity was interpolated from observed gravity values.
 SD0238
 SD0238;                    North         East    Units  Estimated Accuracy
 SD0238;SPC WA N     -    72,040.      234,380.      MT  (+/- 180 meters Scaled)
 SD0238
 SD0238                          SUPERSEDED SURVEY CONTROL
 SD0238
 SD0238  NGVD 29 (??/??/92)   13.973  (m)           45.84   (f) ADJ UNCH    1 1
 SD0238
 SD0238.Superseded values are not recommended for survey control.
 SD0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0238.See file dsdata.txt to determine how the superseded data were derived.
 SD0238
 SD0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT972719(NAD 83)
 SD0238_MARKER: DB = BENCH MARK DISK
 SD0238_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0238+WITH SETTING: INTO GROUND
 SD0238_STAMPING: E 475 1974
 SD0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0238+STABILITY: SURFACE MOTION
 SD0238
 SD0238  HISTORY     - Date     Condition        Report By
 SD0238  HISTORY     - 1974     MONUMENTED       NGS
 SD0238
 SD0238                          STATION DESCRIPTION
 SD0238
 SD0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0238'4.2 MI N FROM QUEETS.
 SD0238'ABOUT 4.2 MILES NORTH ALONG U. S. HIGHWAY 101 FROM THE INTERSECTION OF
 SD0238'QUEETS AVENUE AT QUEETS, 0.25 MILE NORTH OF HIGHWAY MILEPOST 156, 0.1
 SD0238'MILE NORTH OF BEACH TRAIL 2, AT THE JUNCTION OF A GRAVELED ROAD
 SD0238'LEADING NORTHEAST, 55 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 42
 SD0238'FEET NORTHWEST OF THE CENTER LINE OF GRAVELED ROAD LEADING NORTHEAST,
 SD0238'109 FEET NORTH-NORTHEAST OF THE CENTER OF JUNCTION, 9.0 FEET NORTH OF
 SD0238'THE CENTER OF A 36-INCH SPRUCE TREE, 1.6 FEET SOUTH OF A METAL WITNESS
 SD0238'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON
 SD0238'TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD WITH BASE PLATE
 SD0238'ATTACHED.  THE DISK IS 0.3 FOOT BELOW THE LEVEL OF THE GROUND AND IS
 SD0238'PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND AND
 SD0238'REINFORCED WITH CONCRETE NEAR THE SURFACE.  SECTION 9, T 24N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1508 ***********************************************************************
 SY1508  DESIGNATION -  E 476
 SY1508  PID         -  SY1508
 SY1508  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1508  USGS QUAD   -  LAKE QUINAULT WEST (1995)
 SY1508
 SY1508                         *CURRENT SURVEY CONTROL
 SY1508  ___________________________________________________________________
 SY1508* NAD 83(1986)-  47 28 48.     (N)    123 57 33.     (W)     SCALED    
 SY1508* NAVD 88     -       140.886  (meters)     462.22   (feet)  ADJUSTED  
 SY1508  ___________________________________________________________________
 SY1508  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY1508  DYNAMIC HT  -         140.907 (meters)     462.29  (feet)  COMP
 SY1508  MODELED GRAV-     980,763.7   (mgal)                       NAVD 88
 SY1508
 SY1508  VERT ORDER  -  FIRST     CLASS I
 SY1508
 SY1508.The horizontal coordinates were scaled from a topographic map and have
 SY1508.an estimated accuracy of +/- 6 seconds.
 SY1508
 SY1508.The orthometric height was determined by differential leveling
 SY1508.and adjusted by the National Geodetic Survey in June 1991..
 SY1508
 SY1508.The geoid height was determined by GEOID03.
 SY1508
 SY1508.The dynamic height is computed by dividing the NAVD 88
 SY1508.geopotential number by the normal gravity value computed on the
 SY1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1508.degrees latitude (g = 980.6199 gals.).
 SY1508
 SY1508.The modeled gravity was interpolated from observed gravity values.
 SY1508
 SY1508;                    North         East    Units  Estimated Accuracy
 SY1508;SPC WA S     -   244,330.      239,350.      MT  (+/- 180 meters Scaled)
 SY1508
 SY1508                          SUPERSEDED SURVEY CONTROL
 SY1508
 SY1508  NGVD 29 (??/??/??)  139.840  (m)          458.79   (f) ADJUSTED    1 1
 SY1508
 SY1508.Superseded values are not recommended for survey control.
 SY1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1508.See file dsdata.txt to determine how the superseded data were derived.
 SY1508
 SY1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT277589(NAD 83)
 SY1508_MARKER: DB = BENCH MARK DISK
 SY1508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1508_SP_SET: BRIDGE RAILING
 SY1508_STAMPING: E 476 1974
 SY1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1508
 SY1508  HISTORY     - Date     Condition        Report By
 SY1508  HISTORY     - 1974     MONUMENTED       NGS
 SY1508  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SY1508
 SY1508                          STATION DESCRIPTION
 SY1508
 SY1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1508'4.0 MI NW FROM AMANDA PARK.
 SY1508'ABOUT 4.0 MILES NORTHWEST ALONG U. S. HIGHWAY 101 FROM THE HIGHWAY
 SY1508'BRIDGE ACROSS QUINAULT RIVER AT AMANDA PARK, AT THE JUNCTION OF PRAIRE
 SY1508'CREEK ROAD LEADING NORTH, AT CONCRETE HIGHWAY BRIDGE ACROSS DRY CREEK,
 SY1508'14 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 SY1508'AND 0.5 FOOT EAST OF THE WEST END OF THE NORTH CONCRETE BRIDGE RAILING
 SY1508'AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 16, T 23N, R 10W.
 SY1508
 SY1508                          STATION RECOVERY (1990)
 SY1508
 SY1508'RECOVERY NOTE BY US POWER SQUADRON 1990 (CMS)
 SY1508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1573 ***********************************************************************
 SY1573  DESIGNATION -  E 476 RESET 1984
 SY1573  PID         -  SY1573
 SY1573  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1573  USGS QUAD   -  LAKE QUINAULT WEST (1995)
 SY1573
 SY1573                         *CURRENT SURVEY CONTROL
 SY1573  ___________________________________________________________________
 SY1573* NAD 83(1986)-  47 28 48.     (N)    123 57 33.     (W)     SCALED    
 SY1573* NAVD 88     -       139.69   (meters)     458.3    (feet)  RESET     
 SY1573  ___________________________________________________________________
 SY1573  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY1573
 SY1573  VERT ORDER  -  THIRD
 SY1573
 SY1573.The horizontal coordinates were scaled from a topographic map and have
 SY1573.an estimated accuracy of +/- 6 seconds.
 SY1573
 SY1573.The orthometric height was computed from unverified reset data.
 SY1573.No vertical observational check was made to the station.
 SY1573
 SY1573.The geoid height was determined by GEOID03.
 SY1573
 SY1573;                    North         East    Units  Estimated Accuracy
 SY1573;SPC WA S     -   244,330.      239,350.      MT  (+/- 180 meters Scaled)
 SY1573
 SY1573                          SUPERSEDED SURVEY CONTROL
 SY1573
 SY1573  NGVD 29 (??/??/??)  138.65   (m)          454.9    (f) RESET       3  
 SY1573
 SY1573.Superseded values are not recommended for survey control.
 SY1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1573.See file dsdata.txt to determine how the superseded data were derived.
 SY1573
 SY1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT277589(NAD 83)
 SY1573_MARKER: DB = BENCH MARK DISK
 SY1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1573_STAMPING: E 476 RESET 1984
 SY1573_PROJECTION: PROJECTING 3 CENTIMETERS
 SY1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1573+STABILITY: SURFACE MOTION
 SY1573
 SY1573  HISTORY     - Date     Condition        Report By
 SY1573  HISTORY     - 1984     MONUMENTED       NGS
 SY1573  HISTORY     - 1990     GOOD             USPSQD
 SY1573
 SY1573                          STATION DESCRIPTION
 SY1573
 SY1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 SY1573'6.4 KM (4.0 MI) NORTH FROM AMANDA PARK.
 SY1573'6.4 KM (4.0 MI) NORTHWEST ALONG US HIGHWAY 101 FROM THE BRIDGE OVER
 SY1573'THE QUINAULT RIVER AT AMANDA PARK TO PRAIRE CREEK ROAD ON THE RIGHT
 SY1573'AND THE MARK, 45 M (148 FT) NORTH OF THE CENTER OF THE HIGHWAY, 10 M
 SY1573'(33.0 FT) WEST OF THE CENTER OF PRAIRE CREEK ROAD, 4 M (13.0 FT)
 SY1573'NORTHEAST OF A US FOREST SERVICE SIGN 1 M (3.0 FT) NORTH OF A WITNESS
 SY1573'POST AND 1.5 M (5.0 FT) SOUTH OF A BANK.
 SY1573
 SY1573                          STATION RECOVERY (1990)
 SY1573
 SY1573'RECOVERY NOTE BY US POWER SQUADRON 1990 (KAS)
 SY1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1441 ***********************************************************************
 SY1441  DESIGNATION -  E 477
 SY1441  PID         -  SY1441
 SY1441  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1441  USGS QUAD   -  HUMPTULIPS (1990)
 SY1441
 SY1441                         *CURRENT SURVEY CONTROL
 SY1441  ___________________________________________________________________
 SY1441* NAD 83(1986)-  47 10 28.     (N)    123 53 15.     (W)     SCALED    
 SY1441* NAVD 88     -        51.938  (meters)     170.40   (feet)  ADJUSTED  
 SY1441  ___________________________________________________________________
 SY1441  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY1441  DYNAMIC HT  -          51.946 (meters)     170.43  (feet)  COMP
 SY1441  MODELED GRAV-     980,772.2   (mgal)                       NAVD 88
 SY1441
 SY1441  VERT ORDER  -  FIRST     CLASS I
 SY1441
 SY1441.The horizontal coordinates were scaled from a topographic map and have
 SY1441.an estimated accuracy of +/- 6 seconds.
 SY1441
 SY1441.The orthometric height was determined by differential leveling
 SY1441.and adjusted by the National Geodetic Survey in June 1991..
 SY1441
 SY1441.The geoid height was determined by GEOID03.
 SY1441
 SY1441.The dynamic height is computed by dividing the NAVD 88
 SY1441.geopotential number by the normal gravity value computed on the
 SY1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1441.degrees latitude (g = 980.6199 gals.).
 SY1441
 SY1441.The modeled gravity was interpolated from observed gravity values.
 SY1441
 SY1441;                    North         East    Units  Estimated Accuracy
 SY1441;SPC WA S     -   210,160.      243,290.      MT  (+/- 180 meters Scaled)
 SY1441
 SY1441                          SUPERSEDED SURVEY CONTROL
 SY1441
 SY1441  NGVD 29 (??/??/??)   50.916  (m)          167.05   (f) ADJUSTED    1 1
 SY1441
 SY1441.Superseded values are not recommended for survey control.
 SY1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1441.See file dsdata.txt to determine how the superseded data were derived.
 SY1441
 SY1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT327249(NAD 83)
 SY1441_MARKER: DB = BENCH MARK DISK
 SY1441_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SY1441+WITH SETTING: INTO GROUND
 SY1441_STAMPING: E 477 1974
 SY1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1441+STABILITY: SURFACE MOTION
 SY1441
 SY1441  HISTORY     - Date     Condition        Report By
 SY1441  HISTORY     - 1974     MONUMENTED       NGS
 SY1441  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1441
 SY1441                          STATION DESCRIPTION
 SY1441
 SY1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1441'6.0 MI SE FROM HUMPTULIPS.
 SY1441'ABOUT 6.0 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SY1441'THE POST OFFICE AT HUMPTULIPS, 0.1 MILE NORTHWEST OF HIGHWAY MILEPOST
 SY1441'103, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHWEST AND
 SY1441'SOUTH-SOUTHEAST, 43 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 SY1441'114 1/2 FEET NORTHWEST OF A POST SUPPORTING A UNDERGROUND CABLE SIGN,
 SY1441'73 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE AQ 19
 SY1441'6, 2 FEET SOUTHEAST OF GUY POLE NUMBER AQ 19 7 WITH ONE GUY WIRE
 SY1441'EXTENSION, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2
 SY1441'FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT
 SY1441'LENGTH OF COPPER COATED STEEL ROD WITH BASE PLATE ATTACHED.  THE DISK
 SY1441'IS 0.1 FOOT BELOW THE LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH
 SY1441'PLASTIC PIPE THAT PROJECTS 0.3 FOOT AND IS REINFORCED WITH CONCRETE
 SY1441'NEAR THE SURFACE.  SECTION 35, T 20N, R 10W.
 SY1441
 SY1441                          STATION RECOVERY (1989)
 SY1441
 SY1441'RECOVERY NOTE BY US POWER SQUADRON 1989 (CMS)
 SY1441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0731 ***********************************************************************
 SC0731  DESIGNATION -  E 478
 SC0731  PID         -  SC0731
 SC0731  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0731  USGS QUAD   -  ABERDEEN (1994)
 SC0731
 SC0731                         *CURRENT SURVEY CONTROL
 SC0731  ___________________________________________________________________
 SC0731* NAD 83(1986)-  46 58 42.     (N)    123 45 47.     (W)     SCALED    
 SC0731* NAVD 88     -         3.491  (meters)      11.45   (feet)  ADJUSTED  
 SC0731  ___________________________________________________________________
 SC0731  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SC0731  DYNAMIC HT  -           3.492 (meters)      11.46  (feet)  COMP
 SC0731  MODELED GRAV-     980,763.4   (mgal)                       NAVD 88
 SC0731
 SC0731  VERT ORDER  -  FIRST     CLASS I
 SC0731
 SC0731.The horizontal coordinates were scaled from a topographic map and have
 SC0731.an estimated accuracy of +/- 6 seconds.
 SC0731
 SC0731.The orthometric height was determined by differential leveling
 SC0731.and adjusted by the National Geodetic Survey in June 1991..
 SC0731
 SC0731.The geoid height was determined by GEOID03.
 SC0731
 SC0731.The dynamic height is computed by dividing the NAVD 88
 SC0731.geopotential number by the normal gravity value computed on the
 SC0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0731.degrees latitude (g = 980.6199 gals.).
 SC0731
 SC0731.The modeled gravity was interpolated from observed gravity values.
 SC0731
 SC0731;                    North         East    Units  Estimated Accuracy
 SC0731;SPC WA S     -   187,980.      251,810.      MT  (+/- 180 meters Scaled)
 SC0731
 SC0731                          SUPERSEDED SURVEY CONTROL
 SC0731
 SC0731  NGVD 29 (??/??/92)    2.486  (m)            8.16   (f) ADJ UNCH    1 1
 SC0731
 SC0731.Superseded values are not recommended for survey control.
 SC0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0731.See file dsdata.txt to determine how the superseded data were derived.
 SC0731
 SC0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT419030(NAD 83)
 SC0731_MARKER: DB = BENCH MARK DISK
 SC0731_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SC0731_SP_SET: 4 FT.
 SC0731_STAMPING: E 478 1974
 SC0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0731
 SC0731  HISTORY     - Date     Condition        Report By
 SC0731  HISTORY     - 1974     MONUMENTED       NGS
 SC0731
 SC0731                          STATION DESCRIPTION
 SC0731
 SC0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0731'2.35 MI E FROM ABERDEEN.
 SC0731'2.35 MI E ALONG THE BURLINGTON NORTHERN RR FROM THE STEEL DRAW SPAN
 SC0731'BRIDGE OVER THE WISHKAH RIVER AT THE NW END OF A SIDING 12.6 FT SW OF
 SC0731'SW RAIL OF THE MAIN TRACK 128.5 FT SE OF THE CENTER OF THE JCT NW END
 SC0731'OF THE SIDING 14.8 FT SE OF THE CENTER OF A SWITCHSTAND 2.2 FT SW OF A
 SC0731'VERTICAL TIE SUPPORTING A FIBERGLASS SIGNAL CONTROL BOX.  DISK 0.3
 SC0731'UNDERGROUND 1.9 FEET NW OF A WITNESS POST 1 FEET BELOW-THE LEVEL OF
 SC0731'THE TRACK 0.95 MILES- E OF BM- C5-6B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1412 ***********************************************************************
 SY1412  DESIGNATION -  E 479
 SY1412  PID         -  SY1412
 SY1412  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1412  USGS QUAD   -  ELMA (1981)
 SY1412
 SY1412                         *CURRENT SURVEY CONTROL
 SY1412  ___________________________________________________________________
 SY1412* NAD 83(1986)-  47 00 21.     (N)    123 28 09.     (W)     SCALED    
 SY1412* NAVD 88     -        13.085  (meters)      42.93   (feet)  ADJUSTED  
 SY1412  ___________________________________________________________________
 SY1412  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 SY1412  DYNAMIC HT  -          13.087 (meters)      42.94  (feet)  COMP
 SY1412  MODELED GRAV-     980,789.5   (mgal)                       NAVD 88
 SY1412
 SY1412  VERT ORDER  -  FIRST     CLASS I
 SY1412
 SY1412.The horizontal coordinates were scaled from a topographic map and have
 SY1412.an estimated accuracy of +/- 6 seconds.
 SY1412
 SY1412.The orthometric height was determined by differential leveling
 SY1412.and adjusted by the National Geodetic Survey in June 1991..
 SY1412
 SY1412.The geoid height was determined by GEOID03.
 SY1412
 SY1412.The dynamic height is computed by dividing the NAVD 88
 SY1412.geopotential number by the normal gravity value computed on the
 SY1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1412.degrees latitude (g = 980.6199 gals.).
 SY1412
 SY1412.The modeled gravity was interpolated from observed gravity values.
 SY1412
 SY1412;                    North         East    Units  Estimated Accuracy
 SY1412;SPC WA S     -   190,150.      274,270.      MT  (+/- 180 meters Scaled)
 SY1412
 SY1412                          SUPERSEDED SURVEY CONTROL
 SY1412
 SY1412  NGVD 29 (??/??/??)   12.067  (m)           39.59   (f) ADJUSTED    1 1
 SY1412
 SY1412.Superseded values are not recommended for survey control.
 SY1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1412.See file dsdata.txt to determine how the superseded data were derived.
 SY1412
 SY1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT643059(NAD 83)
 SY1412_MARKER: DB = BENCH MARK DISK
 SY1412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1412_SP_SET: CURB
 SY1412_STAMPING: E 479 1974
 SY1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1412
 SY1412  HISTORY     - Date     Condition        Report By
 SY1412  HISTORY     - 1974     MONUMENTED       NGS
 SY1412  HISTORY     - 1987     GOOD             USPSQD
 SY1412  HISTORY     - 1987     GOOD             USPSQD
 SY1412  HISTORY     - 1988     GOOD             USPSQD
 SY1412  HISTORY     - 1988     GOOD             USPSQD
 SY1412  HISTORY     - 1989     GOOD             USPSQD
 SY1412  HISTORY     - 1989     GOOD             USPSQD
 SY1412  HISTORY     - 1990     GOOD             USPSQD
 SY1412  HISTORY     - 1990     GOOD             USPSQD
 SY1412
 SY1412                          STATION DESCRIPTION
 SY1412
 SY1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1412'3.25 MI W FROM ELMA.
 SY1412'3.25 MI W ALONG W MAIN ST OLD HWY 41 B FROM THE INTS. OF W MAIN AND N
 SY1412'3RD. STREETS AT ELMA AT THE CONC. HWY BRIDGE OVER NEWMAN CREEK IN TOP
 SY1412'OF THE E END OF THE S CONC. GUARDRAIL CURB 18.0 FT S OF THE CENTERLINE
 SY1412'OF THE HWY. 0.8 FT W OF THE E END OF CURB.  1/2 FEET ABOVE- THE HWY
 SY1412'0.4 MILES- E OF BM- D 479.
 SY1412
 SY1412                          STATION RECOVERY (1987)
 SY1412
 SY1412'RECOVERY NOTE BY US POWER SQUADRON 1987 (KAS)
 SY1412'RECOVERED IN GOOD CONDITION.
 SY1412
 SY1412                          STATION RECOVERY (1987)
 SY1412
 SY1412'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1412'RECOVERED IN GOOD CONDITION.
 SY1412
 SY1412                          STATION RECOVERY (1988)
 SY1412
 SY1412'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SY1412'RECOVERED IN GOOD CONDITION.
 SY1412
 SY1412                          STATION RECOVERY (1988)
 SY1412
 SY1412'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SY1412'RECOVERED IN GOOD CONDITION.
 SY1412
 SY1412                          STATION RECOVERY (1989)
 SY1412
 SY1412'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1412'RECOVERED IN GOOD CONDITION.
 SY1412
 SY1412                          STATION RECOVERY (1989)
 SY1412
 SY1412'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 SY1412'RECOVERED IN GOOD CONDITION.
 SY1412
 SY1412                          STATION RECOVERY (1990)
 SY1412
 SY1412'RECOVERY NOTE BY US POWER SQUADRON 1990 (KAS)
 SY1412'RECOVERED IN GOOD CONDITION.
 SY1412
 SY1412                          STATION RECOVERY (1990)
 SY1412
 SY1412'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCK)
 SY1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0029 ***********************************************************************
 SA0029  DESIGNATION -  E 48
 SA0029  PID         -  SA0029
 SA0029  STATE/COUNTY-  WA/FRANKLIN
 SA0029  USGS QUAD   -  MONUMENTAL ROCK (1981)
 SA0029
 SA0029                         *CURRENT SURVEY CONTROL
 SA0029  ___________________________________________________________________
 SA0029* NAD 83(1986)-  46 35 43.     (N)    118 26 34.     (W)     SCALED    
 SA0029* NAVD 88     -       153.717  (meters)     504.32   (feet)  ADJUSTED  
 SA0029  ___________________________________________________________________
 SA0029  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 SA0029  DYNAMIC HT  -         153.715 (meters)     504.31  (feet)  COMP
 SA0029  MODELED GRAV-     980,600.2   (mgal)                       NAVD 88
 SA0029
 SA0029  VERT ORDER  -  SECOND    CLASS 0
 SA0029
 SA0029.The horizontal coordinates were scaled from a topographic map and have
 SA0029.an estimated accuracy of +/- 6 seconds.
 SA0029
 SA0029.The orthometric height was determined by differential leveling
 SA0029.and adjusted by the National Geodetic Survey in June 1991..
 SA0029
 SA0029.The geoid height was determined by GEOID03.
 SA0029
 SA0029.The dynamic height is computed by dividing the NAVD 88
 SA0029.geopotential number by the normal gravity value computed on the
 SA0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0029.degrees latitude (g = 980.6199 gals.).
 SA0029
 SA0029.The modeled gravity was interpolated from observed gravity values.
 SA0029
 SA0029;                    North         East    Units  Estimated Accuracy
 SA0029;SPC WA S     -   142,320.      657,610.      MT  (+/- 180 meters Scaled)
 SA0029
 SA0029                          SUPERSEDED SURVEY CONTROL
 SA0029
 SA0029  NGVD 29 (??/??/92)  152.714  (m)          501.03   (f) ADJ UNCH    2 0
 SA0029
 SA0029.Superseded values are not recommended for survey control.
 SA0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0029.See file dsdata.txt to determine how the superseded data were derived.
 SA0029
 SA0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM894612(NAD 83)
 SA0029_MARKER: DB = BENCH MARK DISK
 SA0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0029_SP_SET: ABUTMENT
 SA0029_STAMPING: E 48 1934
 SA0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0029
 SA0029  HISTORY     - Date     Condition        Report By
 SA0029  HISTORY     - 1934     MONUMENTED       CGS
 SA0029  HISTORY     - 1945     GOOD             NGS
 SA0029  HISTORY     - 1968     GOOD             NGS
 SA0029
 SA0029                          STATION DESCRIPTION
 SA0029
 SA0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 SA0029'8.4 MI NE FROM WINDUST.
 SA0029'8.4 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0029'STATION AT WINDUST, FRANKLIN COUNTY, 54 RAILS (594 YARDS) WEST OF
 SA0029'MILEAGE 21, AND ON THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A
 SA0029'RAILROAD TRESTLE (UNDERPASS) AT A POINT WHICH IS 66 INCHES WEST OF THE
 SA0029'EAST EDGE.  A STANDARD DISK, STAMPED E 48 1934.  NOTE-- THE MARK WILL
 SA0029'BE LOST WHEN THE WATERS OF THE SNAKE RIVER ARE IMPOUNDED BY THE LOWER
 SA0029'MONUMENTAL DAM.
 SA0029
 SA0029                          STATION RECOVERY (1968)
 SA0029
 SA0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SA0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1388 ***********************************************************************
 SY1388  DESIGNATION -  E 480
 SY1388  PID         -  SY1388
 SY1388  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1388  USGS QUAD   -  KAMILCHE VALLEY (1981)
 SY1388
 SY1388                         *CURRENT SURVEY CONTROL
 SY1388  ___________________________________________________________________
 SY1388* NAD 83(1986)-  47 03 00.     (N)    123 13 33.     (W)     SCALED    
 SY1388* NAVD 88     -        97.107  (meters)     318.59   (feet)  ADJUSTED  
 SY1388  ___________________________________________________________________
 SY1388  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SY1388  DYNAMIC HT  -          97.126 (meters)     318.65  (feet)  COMP
 SY1388  MODELED GRAV-     980,810.6   (mgal)                       NAVD 88
 SY1388
 SY1388  VERT ORDER  -  FIRST     CLASS I
 SY1388
 SY1388.The horizontal coordinates were scaled from a topographic map and have
 SY1388.an estimated accuracy of +/- 6 seconds.
 SY1388
 SY1388.The orthometric height was determined by differential leveling
 SY1388.and adjusted by the National Geodetic Survey in June 1991..
 SY1388
 SY1388.The geoid height was determined by GEOID03.
 SY1388
 SY1388.The dynamic height is computed by dividing the NAVD 88
 SY1388.geopotential number by the normal gravity value computed on the
 SY1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1388.degrees latitude (g = 980.6199 gals.).
 SY1388
 SY1388.The modeled gravity was interpolated from observed gravity values.
 SY1388
 SY1388;                    North         East    Units  Estimated Accuracy
 SY1388;SPC WA S     -   194,390.      292,930.      MT  (+/- 180 meters Scaled)
 SY1388
 SY1388                          SUPERSEDED SURVEY CONTROL
 SY1388
 SY1388  NGVD 29 (??/??/??)   96.078  (m)          315.22   (f) ADJUSTED    1 1
 SY1388
 SY1388.Superseded values are not recommended for survey control.
 SY1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1388.See file dsdata.txt to determine how the superseded data were derived.
 SY1388
 SY1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT828107(NAD 83)
 SY1388_MARKER: DB = BENCH MARK DISK
 SY1388_SETTING: 66 = SET IN ROCK OUTCROP
 SY1388_SP_SET: ROCK CUT
 SY1388_STAMPING: E 480 1974
 SY1388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY1388+STABILITY: POSITION/ELEVATION WELL
 SY1388
 SY1388  HISTORY     - Date     Condition        Report By
 SY1388  HISTORY     - 1974     MONUMENTED       NGS
 SY1388  HISTORY     - 1987     GOOD             USPSQD
 SY1388  HISTORY     - 1987     GOOD             USPSQD
 SY1388  HISTORY     - 1988     GOOD             USPSQD
 SY1388  HISTORY     - 1989     GOOD             USPSQD
 SY1388  HISTORY     - 1990     GOOD             USPSQD
 SY1388  HISTORY     - 1990     GOOD             USPSQD
 SY1388
 SY1388                          STATION DESCRIPTION
 SY1388
 SY1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1388'3.3 MI E FROM MC CLEARY.
 SY1388'3.3 MI E ALONG STATE HWY 8 FROM THE T JCT OF STATE HWY 108 AT MC
 SY1388'CLEARY 0.25 MI E OF THE T JCT OF MOX CHEHALIS ROAD AT A 30 FT HIGH HWY
 SY1388'CUT 37.5 FT N OF THE CENTERLINE OF THE W BOUND LANES OF THE HWY
 SY1388'VERTICAL IN THE S FACE OF A ROCK CUT 285.0 FT W OF E END OF CUT 2.0 FT
 SY1388'ABOVE THE GROUND.  2 FEET ABOVE- THE HW.  0.6 MILES- E OF BM- O 480.
 SY1388
 SY1388                          STATION RECOVERY (1987)
 SY1388
 SY1388'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1388'RECOVERED IN GOOD CONDITION.
 SY1388
 SY1388                          STATION RECOVERY (1987)
 SY1388
 SY1388'RECOVERY NOTE BY US POWER SQUADRON 1987 (CMS)
 SY1388'RECOVERED IN GOOD CONDITION.
 SY1388
 SY1388                          STATION RECOVERY (1988)
 SY1388
 SY1388'RECOVERY NOTE BY US POWER SQUADRON 1988 (KAS)
 SY1388'RECOVERED IN GOOD CONDITION.
 SY1388
 SY1388                          STATION RECOVERY (1989)
 SY1388
 SY1388'RECOVERY NOTE BY US POWER SQUADRON 1989 (EBO)
 SY1388'RECOVERED IN GOOD CONDITION.
 SY1388
 SY1388                          STATION RECOVERY (1990)
 SY1388
 SY1388'RECOVERY NOTE BY US POWER SQUADRON 1990 (CMS)
 SY1388'RECOVERED IN GOOD CONDITION.
 SY1388
 SY1388                          STATION RECOVERY (1990)
 SY1388
 SY1388'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCK)
 SY1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0700 ***********************************************************************
 TO0700  DESIGNATION -  E 481
 TO0700  PID         -  TO0700
 TO0700  STATE/COUNTY-  WA/PEND OREILLE
 TO0700  USGS QUAD   -  NEWPORT (1986)
 TO0700
 TO0700                         *CURRENT SURVEY CONTROL
 TO0700  ___________________________________________________________________
 TO0700* NAD 83(1986)-  48 11 37.     (N)    117 03 14.     (W)     SCALED    
 TO0700* NAVD 88     -       692.615  (meters)    2272.35   (feet)  ADJUSTED  
 TO0700  ___________________________________________________________________
 TO0700  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 TO0700  DYNAMIC HT  -         692.680 (meters)    2272.57  (feet)  COMP
 TO0700  MODELED GRAV-     980,682.9   (mgal)                       NAVD 88
 TO0700
 TO0700  VERT ORDER  -  FIRST     CLASS II
 TO0700
 TO0700.The horizontal coordinates were scaled from a topographic map and have
 TO0700.an estimated accuracy of +/- 6 seconds.
 TO0700
 TO0700.The orthometric height was determined by differential leveling
 TO0700.and adjusted by the National Geodetic Survey in June 1991..
 TO0700
 TO0700.The geoid height was determined by GEOID03.
 TO0700
 TO0700.The dynamic height is computed by dividing the NAVD 88
 TO0700.geopotential number by the normal gravity value computed on the
 TO0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0700.degrees latitude (g = 980.6199 gals.).
 TO0700
 TO0700.The modeled gravity was interpolated from observed gravity values.
 TO0700
 TO0700;                    North         East    Units  Estimated Accuracy
 TO0700;SPC WA N     -   139,610.      780,860.      MT  (+/- 180 meters Scaled)
 TO0700
 TO0700                          SUPERSEDED SURVEY CONTROL
 TO0700
 TO0700.No superseded survey control is available for this station.
 TO0700
 TO0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP959378(NAD 83)
 TO0700_MARKER: DB = BENCH MARK DISK
 TO0700_SETTING: 66 = SET IN ROCK OUTCROP
 TO0700_SP_SET: ROCK OUTCROP
 TO0700_STAMPING: E 481 1980
 TO0700_MARK LOGO: NGS   
 TO0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0700+STABILITY: POSITION/ELEVATION WELL
 TO0700
 TO0700  HISTORY     - Date     Condition        Report By
 TO0700  HISTORY     - 1980     MONUMENTED       NGS
 TO0700
 TO0700                          STATION DESCRIPTION
 TO0700
 TO0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0700'1.5 KM (0.95 MI) NW FROM NEWPORT.
 TO0700'1.5 KILOMETERS (0.95 MILE) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 TO0700'JUNCTION OF U.S. HIHGWAY 2 IN NEWPORT, 0.2 KILOMETER (0.1 MILE)
 TO0700'SOUTHWEST OF HIGHWAY MILEPOST 436, SET IN TOP OF A ROCK OUTCROP AT
 TO0700'THE NORTHWEST END OF A SMALL BEDROCK HIGHWAY CUT, 7.7 METERS (25.5
 TO0700'FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 TO0700'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TO0700'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0724 ***********************************************************************
 TO0724  DESIGNATION -  E 482
 TO0724  PID         -  TO0724
 TO0724  STATE/COUNTY-  WA/PEND OREILLE
 TO0724  USGS QUAD   -  JARED (1992)
 TO0724
 TO0724                         *CURRENT SURVEY CONTROL
 TO0724  ___________________________________________________________________
 TO0724* NAD 83(1986)-  48 29 15.     (N)    117 16 06.     (W)     SCALED    
 TO0724* NAVD 88     -       634.153  (meters)    2080.55   (feet)  ADJUSTED  
 TO0724  ___________________________________________________________________
 TO0724  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 TO0724  DYNAMIC HT  -         634.214 (meters)    2080.75  (feet)  COMP
 TO0724  MODELED GRAV-     980,687.0   (mgal)                       NAVD 88
 TO0724
 TO0724  VERT ORDER  -  FIRST     CLASS II
 TO0724
 TO0724.The horizontal coordinates were scaled from a topographic map and have
 TO0724.an estimated accuracy of +/- 6 seconds.
 TO0724
 TO0724.The orthometric height was determined by differential leveling
 TO0724.and adjusted by the National Geodetic Survey in June 1991..
 TO0724
 TO0724.The geoid height was determined by GEOID03.
 TO0724
 TO0724.The dynamic height is computed by dividing the NAVD 88
 TO0724.geopotential number by the normal gravity value computed on the
 TO0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0724.degrees latitude (g = 980.6199 gals.).
 TO0724
 TO0724.The modeled gravity was interpolated from observed gravity values.
 TO0724
 TO0724;                    North         East    Units  Estimated Accuracy
 TO0724;SPC WA N     -   171,490.      763,420.      MT  (+/- 180 meters Scaled)
 TO0724
 TO0724                          SUPERSEDED SURVEY CONTROL
 TO0724
 TO0724.No superseded survey control is available for this station.
 TO0724
 TO0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP801705(NAD 83)
 TO0724_MARKER: I = METAL ROD
 TO0724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0724_SP_SET: STAINLESS STEEL ROD
 TO0724_STAMPING: E 482 1980
 TO0724_MARK LOGO: NGS   
 TO0724_PROJECTION: FLUSH
 TO0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0724_ROD/PIPE-DEPTH: 7.6  meters
 TO0724
 TO0724  HISTORY     - Date     Condition        Report By
 TO0724  HISTORY     - 1980     MONUMENTED       NGS
 TO0724
 TO0724                          STATION DESCRIPTION
 TO0724
 TO0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0724'47.2 KM (29.4 MI) NW FROM NEWPORT.
 TO0724'47.2 KILOMETERS (29.4 MILES) NORTHWEST ALONG STATE HIGHWAY 20 FROM
 TO0724'THE JUNCTION OF U.S. HIGHWAY 2 IN NEWPORT, 0.4 KILOMETER (0.25 MILE)
 TO0724'NORTH OF HIGHWAY MILEPOST 407, AT A PRIVATE ROAD CROSSING THE PEND
 TO0724'OREILLE VALLEY RAILWAY AT RAILWAY MILEPOST 31, 36.6 METERS (120 FEET)
 TO0724'EAST OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS (44.0 FEET) EAST
 TO0724'OF THE EAST RAIL OF THE TRACKS, 11.4 METERS (37.5 FEET) SOUTH OF THE
 TO0724'CENTERLINE OF RECREATION AVENUE, 7.3 METERS (24.0 FEET) SOUTHWEST OF
 TO0724'POWER LINE POLE NUMBER AC 351 WITH TWO GUY WIRES, 5.5 METERS (18.0
 TO0724'FEET) SOUTH OF A NORTH CORNER POST IN A WOODEN FENCE, 0.3 METER
 TO0724'(1.0 FOOT) WEST OF THE FENCE LINE.
 TO0724'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TO0724'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0748 ***********************************************************************
 TO0748  DESIGNATION -  E 483
 TO0748  PID         -  TO0748
 TO0748  STATE/COUNTY-  WA/PEND OREILLE
 TO0748  USGS QUAD   -  METALINE FALLS (1992)
 TO0748
 TO0748                         *CURRENT SURVEY CONTROL
 TO0748  ___________________________________________________________________
 TO0748* NAD 83(1986)-  48 51 48.     (N)    117 22 22.     (W)     SCALED    
 TO0748* NAVD 88     -       629.737  (meters)    2066.06   (feet)  ADJUSTED  
 TO0748  ___________________________________________________________________
 TO0748  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 TO0748  DYNAMIC HT  -         629.816 (meters)    2066.32  (feet)  COMP
 TO0748  MODELED GRAV-     980,716.7   (mgal)                       NAVD 88
 TO0748
 TO0748  VERT ORDER  -  FIRST     CLASS II
 TO0748
 TO0748.The horizontal coordinates were scaled from a topographic map and have
 TO0748.an estimated accuracy of +/- 6 seconds.
 TO0748
 TO0748.The orthometric height was determined by differential leveling
 TO0748.and adjusted by the National Geodetic Survey in June 1991..
 TO0748
 TO0748.The geoid height was determined by GEOID03.
 TO0748
 TO0748.The dynamic height is computed by dividing the NAVD 88
 TO0748.geopotential number by the normal gravity value computed on the
 TO0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0748.degrees latitude (g = 980.6199 gals.).
 TO0748
 TO0748.The modeled gravity was interpolated from observed gravity values.
 TO0748
 TO0748;                    North         East    Units  Estimated Accuracy
 TO0748;SPC WA N     -   212,890.      753,830.      MT  (+/- 180 meters Scaled)
 TO0748
 TO0748                          SUPERSEDED SURVEY CONTROL
 TO0748
 TO0748.No superseded survey control is available for this station.
 TO0748
 TO0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ726123(NAD 83)
 TO0748_MARKER: DB = BENCH MARK DISK
 TO0748_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TO0748_SP_SET: BRIDGE ABUTMENT
 TO0748_STAMPING: E 483 1980
 TO0748_MARK LOGO: NGS   
 TO0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0748+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 TO0748
 TO0748  HISTORY     - Date     Condition        Report By
 TO0748  HISTORY     - 1980     MONUMENTED       NGS
 TO0748  HISTORY     - 20060718 GOOD             WADNR
 TO0748
 TO0748                          STATION DESCRIPTION
 TO0748
 TO0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0748'IN METALINE FALLS.
 TO0748'SET IN TOP OF SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A CONCRETE
 TO0748'HIGHWAY BRIDGE OVER THE PEND OREILLE RIVER IN METALINE FALLS, 5.5
 TO0748'METERS (18.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 TO0748'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TO0748
 TO0748                          STATION RECOVERY (2006)
 TO0748
 TO0748'RECOVERY NOTE BY WA DEPT OF NAT RES 2006 (DLS)
 TO0748'LAT 48 51 51.0 N
 TO0748'LONG 117 22 22.3 W
 TO0748'THERE IS A GUARD RAIL DIRECTLY ABOVE THE MARK, BUT THE CURVED
 TO0748'EXTENSION ON THE RAIL CAN BE REMOVED FOR OCCUPATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0670 ***********************************************************************
 TO0670  DESIGNATION -  E 484
 TO0670  PID         -  TO0670
 TO0670  STATE/COUNTY-  WA/SPOKANE
 TO0670  USGS QUAD   -  ELK (1980)
 TO0670
 TO0670                         *CURRENT SURVEY CONTROL
 TO0670  ___________________________________________________________________
 TO0670* NAD 83(1986)-  48 00 09.     (N)    117 16 42.     (W)     SCALED    
 TO0670* NAVD 88     -       596.199  (meters)    1956.03   (feet)  ADJUSTED  
 TO0670  ___________________________________________________________________
 TO0670  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 TO0670  DYNAMIC HT  -         596.252 (meters)    1956.20  (feet)  COMP
 TO0670  MODELED GRAV-     980,682.3   (mgal)                       NAVD 88
 TO0670
 TO0670  VERT ORDER  -  FIRST     CLASS II
 TO0670
 TO0670.The horizontal coordinates were scaled from a topographic map and have
 TO0670.an estimated accuracy of +/- 6 seconds.
 TO0670
 TO0670.The orthometric height was determined by differential leveling
 TO0670.and adjusted by the National Geodetic Survey in June 1991..
 TO0670
 TO0670.The geoid height was determined by GEOID03.
 TO0670
 TO0670.The dynamic height is computed by dividing the NAVD 88
 TO0670.geopotential number by the normal gravity value computed on the
 TO0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0670.degrees latitude (g = 980.6199 gals.).
 TO0670
 TO0670.The modeled gravity was interpolated from observed gravity values.
 TO0670
 TO0670;                    North         East    Units  Estimated Accuracy
 TO0670;SPC WA N     -   117,590.      765,170.      MT  (+/- 180 meters Scaled)
 TO0670
 TO0670                          SUPERSEDED SURVEY CONTROL
 TO0670
 TO0670.No superseded survey control is available for this station.
 TO0670
 TO0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP792166(NAD 83)
 TO0670_MARKER: I = METAL ROD
 TO0670_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0670_SP_SET: STAINLESS STEEL ROD
 TO0670_STAMPING: E 484 1980
 TO0670_PROJECTION: FLUSH
 TO0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0670_ROD/PIPE-DEPTH: 10.1 meters
 TO0670
 TO0670  HISTORY     - Date     Condition        Report By
 TO0670  HISTORY     - 1980     MONUMENTED       NGS
 TO0670  HISTORY     - 1988     GOOD             USPSQD
 TO0670
 TO0670                          STATION DESCRIPTION
 TO0670
 TO0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0670'1.8 KM SOUTH FROM ELK.
 TO0670'1.8 KILOMETERS (1.1 MILES) SOUTH ALONG ELK-MILAN ROAD FROM THE
 TO0670'POST OFFICE IN ELK, SET IN THE SOUTHEAST QUADRANT OF THE JUNCTION
 TO0670'OF ELK-CHATTAROY ROAD, 8.7 METERS (28.5 FEET) EAST OF THE CENTERLINE
 TO0670'OF ELK-MILAN ROAD, 17.4 METERS (57.0 FEET) SOUTH OF THE CENTERLINE OF
 TO0670'ELK-CHATTAROY ROAD, 2.1 METERS (7.0 FEET) EAST OF A STOP SIGN, 1.4
 TO0670'METERS (4.5 FEET) WEST OF POWER LINE POLE NUMBER DD 154-19 WITH
 TO0670'THREE GUY WIRES.
 TO0670'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TO0670'THE MARK IS 0.3 M BELOW THE ROAD CENTERLINE.
 TO0670
 TO0670                          STATION RECOVERY (1988)
 TO0670
 TO0670'RECOVERY NOTE BY US POWER SQUADRON 1988 (DS)
 TO0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1019 ***********************************************************************
 SV1019  DESIGNATION -  E 485
 SV1019  PID         -  SV1019
 SV1019  STATE/COUNTY-  WA/SPOKANE
 SV1019  USGS QUAD   -  SPOKANE NW (1986)
 SV1019
 SV1019                         *CURRENT SURVEY CONTROL
 SV1019  ___________________________________________________________________
 SV1019* NAD 83(1986)-  47 39 53.     (N)    117 24 41.     (W)     SCALED    
 SV1019* NAVD 88     -       576.178  (meters)    1890.34   (feet)  ADJUSTED  
 SV1019  ___________________________________________________________________
 SV1019  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SV1019  DYNAMIC HT  -         576.214 (meters)    1890.46  (feet)  COMP
 SV1019  MODELED GRAV-     980,657.8   (mgal)                       NAVD 88
 SV1019
 SV1019  VERT ORDER  -  FIRST     CLASS II
 SV1019
 SV1019.The horizontal coordinates were scaled from a topographic map and have
 SV1019.an estimated accuracy of +/- 6 seconds.
 SV1019
 SV1019.The orthometric height was determined by differential leveling
 SV1019.and adjusted by the National Geodetic Survey in June 1991..
 SV1019
 SV1019.The geoid height was determined by GEOID03.
 SV1019
 SV1019.The dynamic height is computed by dividing the NAVD 88
 SV1019.geopotential number by the normal gravity value computed on the
 SV1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1019.degrees latitude (g = 980.6199 gals.).
 SV1019
 SV1019.The modeled gravity was interpolated from observed gravity values.
 SV1019
 SV1019;                    North         East    Units  Estimated Accuracy
 SV1019;SPC WA N     -    79,620.      756,920.      MT  (+/- 180 meters Scaled)
 SV1019
 SV1019                          SUPERSEDED SURVEY CONTROL
 SV1019
 SV1019.No superseded survey control is available for this station.
 SV1019
 SV1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN691791(NAD 83)
 SV1019_MARKER: DB = BENCH MARK DISK
 SV1019_SETTING: 66 = SET IN ROCK OUTCROP
 SV1019_SP_SET: ROCK OUTCROP
 SV1019_STAMPING: E 485 1980
 SV1019_MARK LOGO: NGS   
 SV1019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1019+STABILITY: POSITION/ELEVATION WELL
 SV1019
 SV1019  HISTORY     - Date     Condition        Report By
 SV1019  HISTORY     - 1980     MONUMENTED       NGS
 SV1019  HISTORY     - 1980     GOOD             NGS
 SV1019  HISTORY     - 1981     GOOD             NGS
 SV1019  HISTORY     - 1988     GOOD             USPSQD
 SV1019
 SV1019                          STATION DESCRIPTION
 SV1019
 SV1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1019'0.9 KM NORTH FROM SPOKANE.
 SV1019'0.9 KILOMETER (0.55 MILE) NORTH ALONG DIVISION STREET FROM THE
 SV1019'BURLINGTON NORTHERN RAILWAY OVERPASS, 0.2 KILOMETER (0.1 MILE)
 SV1019'NORTH OF THE NORTH END OF A STREET BRIDGE OVER THE SPOKANE RIVER, SET
 SV1019'IN TOP OF A ROCK OUTCROP IN THE CENTER OF A BEDROCK CUT, 5.5 METERS
 SV1019'(18.0 FEET) WEST OF THE WEST CURB OF DIVISION STREET, 55.0 METERS
 SV1019'(180 FEET) NORTH OF THE EXTENDED CENTERLINE OF NORTH RIVER DRIVE,
 SV1019'6.1 METERS (20.0 FEET) SOUTH OF THE NORTH END OF A BILLBOARD, 2.7
 SV1019'METERS (9.0 FEET) WEST OF A CONCRETE WALL.
 SV1019'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 SV1019'THE MARK IS 1.5 M ABOVE DIVISION STREET.
 SV1019
 SV1019                          STATION RECOVERY (1980)
 SV1019
 SV1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV1019'RECOVERED IN GOOD CONDITION.
 SV1019
 SV1019                          STATION RECOVERY (1981)
 SV1019
 SV1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SV1019'RECOVERED IN GOOD CONDITION.
 SV1019
 SV1019                          STATION RECOVERY (1988)
 SV1019
 SV1019'RECOVERY NOTE BY US POWER SQUADRON 1988 (DKK)
 SV1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1060 ***********************************************************************
 SV1060  DESIGNATION -  E 486
 SV1060  PID         -  SV1060
 SV1060  STATE/COUNTY-  WA/SPOKANE
 SV1060  USGS QUAD   -  FAIRFIELD (1980)
 SV1060
 SV1060                         *CURRENT SURVEY CONTROL
 SV1060  ___________________________________________________________________
 SV1060* NAD 83(1986)-  47 24 10.     (N)    117 10 26.     (W)     SCALED    
 SV1060* NAVD 88     -       781.559  (meters)    2564.16   (feet)  ADJUSTED  
 SV1060  ___________________________________________________________________
 SV1060  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SV1060  DYNAMIC HT  -         781.569 (meters)    2564.20  (feet)  COMP
 SV1060  MODELED GRAV-     980,598.2   (mgal)                       NAVD 88
 SV1060
 SV1060  VERT ORDER  -  FIRST     CLASS II
 SV1060
 SV1060.The horizontal coordinates were scaled from a topographic map and have
 SV1060.an estimated accuracy of +/- 6 seconds.
 SV1060
 SV1060.The orthometric height was determined by differential leveling
 SV1060.and adjusted by the National Geodetic Survey in June 1991..
 SV1060
 SV1060.The geoid height was determined by GEOID03.
 SV1060
 SV1060.The dynamic height is computed by dividing the NAVD 88
 SV1060.geopotential number by the normal gravity value computed on the
 SV1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1060.degrees latitude (g = 980.6199 gals.).
 SV1060
 SV1060.The modeled gravity was interpolated from observed gravity values.
 SV1060
 SV1060;                    North         East    Units  Estimated Accuracy
 SV1060;SPC WA N     -    51,350.      776,130.      MT  (+/- 180 meters Scaled)
 SV1060
 SV1060                          SUPERSEDED SURVEY CONTROL
 SV1060
 SV1060.No superseded survey control is available for this station.
 SV1060
 SV1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN868499(NAD 83)
 SV1060_MARKER: DB = BENCH MARK DISK
 SV1060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SV1060_SP_SET: BRIDGE ABUTMENT
 SV1060_STAMPING: E 486 1980
 SV1060_MARK LOGO: NGS   
 SV1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1060
 SV1060  HISTORY     - Date     Condition        Report By
 SV1060  HISTORY     - 1980     MONUMENTED       NGS
 SV1060  HISTORY     - 1983     GOOD             USPSQD
 SV1060
 SV1060                          STATION DESCRIPTION
 SV1060
 SV1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1060'1.9 KM (1.2 MI) NORTH FROM FAIRFIELD.
 SV1060'1.9 KILOMETERS (1.2 MILES) NORTH ALONG STATE HIGHWAY 27 FROM THE
 SV1060'JUNCTION OF MAIN STREET IN FAIRFIELD, ALSO 6.0 KILOMETERS (3.75 MILES)
 SV1060'SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE UNION PACIFIC OVERPASS IN
 SV1060'ROCKFORD, SET IN TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A
 SV1060'HIGHWAY BRIDGE OVER THE UNION PACIFIC RAILWAY, 4.9 METERS (16.0 FEET)
 SV1060'WEST OF THE CENTERLINE OF THE HIGHWAY.
 SV1060'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SV1060
 SV1060                          STATION RECOVERY (1983)
 SV1060
 SV1060'RECOVERY NOTE BY US POWER SQUADRON 1983
 SV1060'MARKER LOCATED ABOUT 9 INCHES ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1034 ***********************************************************************
 SV1034  DESIGNATION -  E 487
 SV1034  PID         -  SV1034
 SV1034  STATE/COUNTY-  WA/WHITMAN
 SV1034  USGS QUAD   -  FARMINGTON (1994)
 SV1034
 SV1034                         *CURRENT SURVEY CONTROL
 SV1034  ___________________________________________________________________
 SV1034* NAD 83(1986)-  47 03 08.     (N)    117 03 47.     (W)     SCALED    
 SV1034* NAVD 88     -       807.923  (meters)    2650.66   (feet)  ADJUSTED  
 SV1034  ___________________________________________________________________
 SV1034  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 SV1034  DYNAMIC HT  -         807.885 (meters)    2650.54  (feet)  COMP
 SV1034  MODELED GRAV-     980,540.4   (mgal)                       NAVD 88
 SV1034
 SV1034  VERT ORDER  -  FIRST     CLASS II
 SV1034
 SV1034.The horizontal coordinates were scaled from a topographic map and have
 SV1034.an estimated accuracy of +/- 6 seconds.
 SV1034
 SV1034.The orthometric height was determined by differential leveling
 SV1034.and adjusted by the National Geodetic Survey in June 1991..
 SV1034
 SV1034.The geoid height was determined by GEOID03.
 SV1034
 SV1034.The dynamic height is computed by dividing the NAVD 88
 SV1034.geopotential number by the normal gravity value computed on the
 SV1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1034.degrees latitude (g = 980.6199 gals.).
 SV1034
 SV1034.The modeled gravity was interpolated from observed gravity values.
 SV1034
 SV1034;                    North         East    Units  Estimated Accuracy
 SV1034;SPC WA S     -   196,750.      761,050.      MT  (+/- 180 meters Scaled)
 SV1034
 SV1034                          SUPERSEDED SURVEY CONTROL
 SV1034
 SV1034.No superseded survey control is available for this station.
 SV1034
 SV1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN952109(NAD 83)
 SV1034_MARKER: I = METAL ROD
 SV1034_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1034_SP_SET: STAINLESS STEEL ROD
 SV1034_STAMPING: E 487 1980
 SV1034_MARK LOGO: NGS   
 SV1034_PROJECTION: RECESSED 3 CENTIMETERS
 SV1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1034_ROD/PIPE-DEPTH: 4.9  meters
 SV1034
 SV1034  HISTORY     - Date     Condition        Report By
 SV1034  HISTORY     - 1980     MONUMENTED       NGS
 SV1034
 SV1034                          STATION DESCRIPTION
 SV1034
 SV1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1034'4.4 KM (2.75 MI) SW FROM FARMINGTON.
 SV1034'4.4 KILOMETERS (2.75 MILES) SOUTHEAST ALONG THE GARFIELD-FARMINGTON
 SV1034'ROAD FROM THE JUNCTION OF THE BELMONT-FARMINGTON ROAD IN FARMINGTON,
 SV1034'0.25 KILOMETER (0.15 MILE) NORTH OF THE JUNCTION OF WALTER SIDING
 SV1034'ROAD, SET BEHIND A HOUSE ON THE PROPERTY OF MR. W.S. LISENBEE, 14.3
 SV1034'METERS (47.0 FEET) EAST OF THE CENTERLINE OF THE ROAD, 8.7 METERS
 SV1034'(28.5 FEET) SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 7.0 METERS
 SV1034'(23.0 FEET) SOUTH OF A POWER LINE POLE, 1.7 METERS (5.5 FEET) WEST
 SV1034'OF THE SOUTHWEST CORNER OF A METAL SHED.
 SV1034'THE MARK IS 1.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1425 ***********************************************************************
 RZ1425  DESIGNATION -  E 488
 RZ1425  PID         -  RZ1425
 RZ1425  STATE/COUNTY-  WA/WHITMAN
 RZ1425  USGS QUAD   -  PULLMAN (1975)
 RZ1425
 RZ1425                         *CURRENT SURVEY CONTROL
 RZ1425  ___________________________________________________________________
 RZ1425* NAD 83(1986)-  46 39 26.     (N)    117 10 50.     (W)     SCALED    
 RZ1425* NAVD 88     -       777.866  (meters)    2552.05   (feet)  ADJUSTED  
 RZ1425  ___________________________________________________________________
 RZ1425  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 RZ1425  DYNAMIC HT  -         777.811 (meters)    2551.87  (feet)  COMP
 RZ1425  MODELED GRAV-     980,516.7   (mgal)                       NAVD 88
 RZ1425
 RZ1425  VERT ORDER  -  FIRST     CLASS II
 RZ1425
 RZ1425.The horizontal coordinates were scaled from a topographic map and have
 RZ1425.an estimated accuracy of +/- 6 seconds.
 RZ1425
 RZ1425.The orthometric height was determined by differential leveling
 RZ1425.and adjusted by the National Geodetic Survey in June 1991..
 RZ1425
 RZ1425.The geoid height was determined by GEOID03.
 RZ1425
 RZ1425.The dynamic height is computed by dividing the NAVD 88
 RZ1425.geopotential number by the normal gravity value computed on the
 RZ1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1425.degrees latitude (g = 980.6199 gals.).
 RZ1425
 RZ1425.The modeled gravity was interpolated from observed gravity values.
 RZ1425
 RZ1425;                    North         East    Units  Estimated Accuracy
 RZ1425;SPC WA S     -   152,500.      753,980.      MT  (+/- 180 meters Scaled)
 RZ1425
 RZ1425                          SUPERSEDED SURVEY CONTROL
 RZ1425
 RZ1425.No superseded survey control is available for this station.
 RZ1425
 RZ1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM861670(NAD 83)
 RZ1425_MARKER: I = METAL ROD
 RZ1425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1425_SP_SET: STAINLESS STEEL ROD
 RZ1425_STAMPING: E 488 1980
 RZ1425_MARK LOGO: NGS   
 RZ1425_PROJECTION: FLUSH
 RZ1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1425_ROD/PIPE-DEPTH: 6.1  meters
 RZ1425
 RZ1425  HISTORY     - Date     Condition        Report By
 RZ1425  HISTORY     - 1980     MONUMENTED       NGS
 RZ1425
 RZ1425                          STATION DESCRIPTION
 RZ1425
 RZ1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1425'13.2 KM (8.2 MI) SW FROM PULLMAN.
 RZ1425'12.7 KILOMETERS (7.9 MILES) SOUTHWEST ALONG THE BURLINGTON NORTHERN
 RZ1425'RAILWAY FROM THE STATION IN PULLMAN, THENCE 0.5 KILOMETER (0.3 MILE)
 RZ1425'WEST ACROSS COUNTRY, THE MARK IS SET ON THE NORTHWEST RIGHT-OF-WAY
 RZ1425'OF STALEY ROAD, 1.3 KILOMETERS (0.8 MILE) NORTHEAST OF THE JUNCTION
 RZ1425'OF STALEY ROAD AND U.S. HIGHWAY 195, SET BETWEEN A T JUNCTION POWER
 RZ1425'LINE GUY POLE AND ITS GUY WIRE, 14.0 METERS (46.0 FEET) NORTHWEST
 RZ1425'OF THE CENTERLINE OF THE HIGHWAY, 39.6 METERS (150 FEET) SOUTHWEST OF
 RZ1425'CENTERLINE OF A DRIVE TO A ONE-STORY FRAME HOUSE, 8.2 METERS (27.0
 RZ1425'FEET) SOUTHEAST OF POWER POLE NUMBER 98-34, 7.0 METERS (23.0 FEET)
 RZ1425'WEST OF THE GUY WIRE ANCHOR, 0.5 METER (1.6 FEET) SOUTHEAST OF GUY
 RZ1425'POLE NUMBER A.
 RZ1425'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 RZ1425'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1339 ***********************************************************************
 RZ1339  DESIGNATION -  E 489
 RZ1339  PID         -  RZ1339
 RZ1339  STATE/COUNTY-  WA/ASOTIN
 RZ1339  USGS QUAD   -  SILCOTT (1971)
 RZ1339
 RZ1339                         *CURRENT SURVEY CONTROL
 RZ1339  ___________________________________________________________________
 RZ1339* NAD 83(1986)-  46 25 38.     (N)    117 08 50.     (W)     SCALED    
 RZ1339* NAVD 88     -       226.824  (meters)     744.17   (feet)  ADJUSTED  
 RZ1339  ___________________________________________________________________
 RZ1339  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 RZ1339  DYNAMIC HT  -         226.824 (meters)     744.17  (feet)  COMP
 RZ1339  MODELED GRAV-     980,613.2   (mgal)                       NAVD 88
 RZ1339
 RZ1339  VERT ORDER  -  FIRST     CLASS II
 RZ1339
 RZ1339.The horizontal coordinates were scaled from a topographic map and have
 RZ1339.an estimated accuracy of +/- 6 seconds.
 RZ1339
 RZ1339.The orthometric height was determined by differential leveling
 RZ1339.and adjusted by the National Geodetic Survey in June 1991..
 RZ1339
 RZ1339.The geoid height was determined by GEOID03.
 RZ1339
 RZ1339.The dynamic height is computed by dividing the NAVD 88
 RZ1339.geopotential number by the normal gravity value computed on the
 RZ1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1339.degrees latitude (g = 980.6199 gals.).
 RZ1339
 RZ1339.The modeled gravity was interpolated from observed gravity values.
 RZ1339
 RZ1339;                    North         East    Units  Estimated Accuracy
 RZ1339;SPC WA S     -   127,060.      757,610.      MT  (+/- 180 meters Scaled)
 RZ1339
 RZ1339                          SUPERSEDED SURVEY CONTROL
 RZ1339
 RZ1339.No superseded survey control is available for this station.
 RZ1339
 RZ1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM886415(NAD 83)
 RZ1339_MARKER: DB = BENCH MARK DISK
 RZ1339_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1339_SP_SET: ROCK OUTCROP
 RZ1339_STAMPING: E 489 1980
 RZ1339_MARK LOGO: NGS   
 RZ1339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1339+STABILITY: POSITION/ELEVATION WELL
 RZ1339
 RZ1339  HISTORY     - Date     Condition        Report By
 RZ1339  HISTORY     - 1980     MONUMENTED       NGS
 RZ1339
 RZ1339                          STATION DESCRIPTION
 RZ1339
 RZ1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1339'8.7 KM (5.45 MI) WEST FROM CLARKSTON.
 RZ1339'8.7 KILOMETERS (5.45 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE WEST
 RZ1339'END OF THE HIGHWAY BRIDGE OVER THE SNAKE RIVER IN CLARKSTON, 0.3
 RZ1339'KILOMETER (0.2 MILE) WEST OF HIGHWAY MILEPOST 429, AT THE WEST END
 RZ1339'OF A ROCK CLIFF, SET IN TOP OF A SMALL OUTCROP SHELF ON THE EAST EDGE
 RZ1339'OF TWO LARGE VERTICAL ROCK FACES, 34.7 METERS (114 FEET) SOUTH OF
 RZ1339'THE CENTERLINE OF THE HIGHWAY, 31.1 METERS (102 FEET) EAST OF THE
 RZ1339'WEST END OF THE CLIFF AND THE START OF THE HIGHWAY RIGHT-OF-WAY
 RZ1339'FENCE.
 RZ1339'THE MARK IS 0.15 METERS  NW FROM A WITNESS POST.
 RZ1339'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0134 ***********************************************************************
 SW0134  DESIGNATION -  E 5
 SW0134  PID         -  SW0134
 SW0134  STATE/COUNTY-  WA/ADAMS
 SW0134  USGS QUAD   -  RITZVILLE SW (1982)
 SW0134
 SW0134                         *CURRENT SURVEY CONTROL
 SW0134  ___________________________________________________________________
 SW0134* NAD 83(1986)-  47 06 13.     (N)    118 24 33.     (W)     SCALED    
 SW0134* NAVD 88     -       539.675  (meters)    1770.58   (feet)  ADJUSTED  
 SW0134  ___________________________________________________________________
 SW0134  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 SW0134  DYNAMIC HT  -         539.693 (meters)    1770.64  (feet)  COMP
 SW0134  MODELED GRAV-     980,629.2   (mgal)                       NAVD 88
 SW0134
 SW0134  VERT ORDER  -  FIRST     CLASS II
 SW0134
 SW0134.The horizontal coordinates were scaled from a topographic map and have
 SW0134.an estimated accuracy of +/- 6 seconds.
 SW0134
 SW0134.The orthometric height was determined by differential leveling
 SW0134.and adjusted by the National Geodetic Survey in June 1991..
 SW0134
 SW0134.The geoid height was determined by GEOID03.
 SW0134
 SW0134.The dynamic height is computed by dividing the NAVD 88
 SW0134.geopotential number by the normal gravity value computed on the
 SW0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0134.degrees latitude (g = 980.6199 gals.).
 SW0134
 SW0134.The modeled gravity was interpolated from observed gravity values.
 SW0134
 SW0134;                    North         East    Units  Estimated Accuracy
 SW0134;SPC WA S     -   198,880.      658,690.      MT  (+/- 180 meters Scaled)
 SW0134
 SW0134                          SUPERSEDED SURVEY CONTROL
 SW0134
 SW0134  NGVD 29 (??/??/92)  538.529  (m)         1766.82   (f) ADJ UNCH    1 2
 SW0134
 SW0134.Superseded values are not recommended for survey control.
 SW0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0134.See file dsdata.txt to determine how the superseded data were derived.
 SW0134
 SW0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN930176(NAD 83)
 SW0134_MARKER: P = PIPE CAP
 SW0134_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SW0134_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SW0134_STAMPING: E 5 1914
 SW0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0134
 SW0134  HISTORY     - Date     Condition        Report By
 SW0134  HISTORY     - 1914     MONUMENTED       CGS
 SW0134  HISTORY     - 1944     POOR             NGS
 SW0134  HISTORY     - 1956     POOR             NGS
 SW0134
 SW0134                          STATION DESCRIPTION
 SW0134
 SW0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SW0134'2.1 MI SW FROM RITZVILLE.
 SW0134'2.1 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SW0134'STATION AT RITZVILLE, AT A ROAD CROSSING, 130 FEET NORTHEAST OF THE
 SW0134'CENTER OF THE ROAD, 53.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.5
 SW0134'FEET EAST OF A REFERENCE POST, A BRASS CAP ON THE TOP OF A 3 1/2 INCH
 SW0134'IRON PIPE, STAMPED E 5 1914 BY THIS PARTY.  NOTE-- THIS MARK PROJECTS
 SW0134'ABOUT 2 FEET ABOVE THE GROUND BUT APPEARS TO BE OK OTHERWISE
 SW0134
 SW0134                          STATION RECOVERY (1956)
 SW0134
 SW0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SW0134'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1762 ***********************************************************************
 SA1762  DESIGNATION -  E 502
 SA1762  PID         -  SA1762
 SA1762  STATE/COUNTY-  WA/WALLA WALLA
 SA1762  USGS QUAD   -  HUMORIST (1992)
 SA1762
 SA1762                         *CURRENT SURVEY CONTROL
 SA1762  ___________________________________________________________________
 SA1762* NAD 83(1986)-  46 09 37.     (N)    118 56 39.     (W)     SCALED    
 SA1762* NAVD 88     -       107.069  (meters)     351.28   (feet)  ADJUSTED  
 SA1762  ___________________________________________________________________
 SA1762  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SA1762  DYNAMIC HT  -         107.071 (meters)     351.28  (feet)  COMP
 SA1762  MODELED GRAV-     980,637.6   (mgal)                       NAVD 88
 SA1762
 SA1762  VERT ORDER  -  FIRST     CLASS II
 SA1762
 SA1762.The horizontal coordinates were scaled from a topographic map and have
 SA1762.an estimated accuracy of +/- 6 seconds.
 SA1762
 SA1762.The orthometric height was determined by differential leveling
 SA1762.and adjusted by the National Geodetic Survey in June 1991..
 SA1762
 SA1762.The geoid height was determined by GEOID03.
 SA1762
 SA1762.The dynamic height is computed by dividing the NAVD 88
 SA1762.geopotential number by the normal gravity value computed on the
 SA1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1762.degrees latitude (g = 980.6199 gals.).
 SA1762
 SA1762.The modeled gravity was interpolated from observed gravity values.
 SA1762
 SA1762;                    North         East    Units  Estimated Accuracy
 SA1762;SPC WA S     -    93,100.      620,160.      MT  (+/- 180 meters Scaled)
 SA1762
 SA1762                          SUPERSEDED SURVEY CONTROL
 SA1762
 SA1762.No superseded survey control is available for this station.
 SA1762
 SA1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM498136(NAD 83)
 SA1762_MARKER: I = METAL ROD
 SA1762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SA1762_SP_SET: STAINLESS STEEL ROD
 SA1762_STAMPING: E 502 1981
 SA1762_MARK LOGO: NGS   
 SA1762_PROJECTION: FLUSH
 SA1762_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1762+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2001
 SA1762_ROD/PIPE-DEPTH: 6.10 meters
 SA1762
 SA1762  HISTORY     - Date     Condition        Report By
 SA1762  HISTORY     - 1981     MONUMENTED       NGS
 SA1762  HISTORY     - 20010718 GOOD             WADT
 SA1762
 SA1762                          STATION DESCRIPTION
 SA1762
 SA1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1762'8.7 KM (5.4 MI) NORTH FROM WALLULA.
 SA1762'8.7 KM (5.4 MI) NORTH ALONG US HIGHWAY 12 AND 395 FROM THE NORTH T
 SA1762'JUNCTION OF WALLULA ROAD AT WALLULA, ON THE HIGHEST POINT OF GROUND ON
 SA1762'THE WEST CORNER OF THE T JUNCTION OF THE DIRT ACCESS ROAD TO THE
 SA1762'NORTHEAST BANK OF CASEYS POND, 75.6 METERS (248.0 FT) SOUTHEAST OF
 SA1762'HIGHWAY MILEPOST 300, 20.4 METERS (67.0 FT) SOUTHWEST OF THE
 SA1762'CENTERLINE OF THE HIGHWAY, 30.5 METERS (100.0 FT) NORTHWEST OF THE
 SA1762'CENTERLINE OF THE ACCESS ROAD, 29.0 METERS (95.0 FT) NORTHEAST OF THE
 SA1762'ACCESS ROAD PARALLELING THE NORTHEAST BANK OF THE POND, 13.0 METERS
 SA1762'(42.5 FT) SOUTHWEST OF A GUY POLE FOR A GUY LINE CROSSING THE HIGHWAY
 SA1762'TO POWER POLE NUMBER 213542, 0.9 METERS (3.0 FT) SOUTHEAST OF A SPLIT
 SA1762'RAIL FENCE POST WITH A STATE GAME LAND SIGN ON ITS NORTHEAST SIDE.
 SA1762'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 SA1762'THE MARK IS 1.5 M BELOW THE HIGHWAY..
 SA1762
 SA1762                          STATION RECOVERY (2001)
 SA1762
 SA1762'RECOVERY NOTE BY WA DEPT OF TRANSP 2001 (ELS)
 SA1762'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG8038 ***********************************************************************
 DG8038  DESIGNATION -  E 502 RESET
 DG8038  PID         -  DG8038
 DG8038  STATE/COUNTY-  WA/WALLA WALLA
 DG8038  USGS QUAD   -  HUMORIST (1992)
 DG8038
 DG8038                         *CURRENT SURVEY CONTROL
 DG8038  ___________________________________________________________________
 DG8038* NAD 83(1986)-  46 09 45.     (N)    118 56 44.     (W)     SCALED    
 DG8038* NAVD 88     -       107.498  (meters)     352.68   (feet)  ADJUSTED  
 DG8038  ___________________________________________________________________
 DG8038  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 DG8038  DYNAMIC HT  -         107.500 (meters)     352.69  (feet)  COMP
 DG8038  MODELED GRAV-     980,637.8   (mgal)                       NAVD 88
 DG8038
 DG8038  VERT ORDER  -  FIRST     CLASS II
 DG8038
 DG8038.The horizontal coordinates were scaled from a topographic map and have
 DG8038.an estimated accuracy of +/- 6 seconds.
 DG8038
 DG8038.The orthometric height was determined by differential leveling
 DG8038.and adjusted by the National Geodetic Survey in January 2005..
 DG8038
 DG8038.The geoid height was determined by GEOID03.
 DG8038
 DG8038.The dynamic height is computed by dividing the NAVD 88
 DG8038.geopotential number by the normal gravity value computed on the
 DG8038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8038.degrees latitude (g = 980.6199 gals.).
 DG8038
 DG8038.The modeled gravity was interpolated from observed gravity values.
 DG8038
 DG8038;                    North         East    Units  Estimated Accuracy
 DG8038;SPC WA S     -    93,340.      620,050.      MT  (+/- 180 meters Scaled)
 DG8038
 DG8038                          SUPERSEDED SURVEY CONTROL
 DG8038
 DG8038.No superseded survey control is available for this station.
 DG8038
 DG8038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM497139(NAD 83)
 DG8038_MARKER: F = FLANGE-ENCASED ROD
 DG8038_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG8038_STAMPING: E 502 RESET 2001
 DG8038_MARK LOGO: NGS   
 DG8038_PROJECTION: FLUSH
 DG8038_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8038+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2001
 DG8038_ROD/PIPE-DEPTH: 6.32 meters
 DG8038_SLEEVE-DEPTH  : 0.91 meters
 DG8038
 DG8038  HISTORY     - Date     Condition        Report By
 DG8038  HISTORY     - 20010423 MONUMENTED       WADT
 DG8038
 DG8038                          STATION DESCRIPTION
 DG8038
 DG8038'DESCRIBED BY WA DEPT OF TRANSP 2001 (ELS)
 DG8038'FROM THE INTERSECTION OF U.S. HWY. 12 AND WASHINGTON STATE ROUTE 124
 DG8038'GO 7.35 KM (4.57 MI)  SOUTH (EASTBOUND) ON U.S. HWY. 12 TO MILEPOST
 DG8038'299.87 TO THE MARK ON THE LEFT. THE MARK IS  APPROXIMATELY 225 M (738
 DG8038'FT) SOUTH OF THE CASEY POND BRIDGE AND IN AN OLD DIRT ROAD  APPROACH.
 DG8038'15.2 M (49.8 FT) EAST OF THE EDGE OF PAVED SHOULDER. 14.6 M (47.9 FT)
 DG8038'EAST BY  NORTHEAST OF POWER POLE NUMBER 212604. 0.6 M (2.0 FT) WEST OF
 DG8038'WSDOT WHITE WITNESS  POST. A STAINLESS STEEL ROD ENCASED IN A 5 INCH
 DG8038'PVC PIPE WITH A NGS LOGO CAP ON TOP. NOTE--THE SLEEVE DEPTH OF 0.9
 DG8038'METER DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1789 ***********************************************************************
 SA1789  DESIGNATION -  E 503
 SA1789  PID         -  SA1789
 SA1789  STATE/COUNTY-  WA/FRANKLIN
 SA1789  USGS QUAD   -  MESA WEST (1986)
 SA1789
 SA1789                         *CURRENT SURVEY CONTROL
 SA1789  ___________________________________________________________________
 SA1789* NAD 83(1986)-  46 33 11.     (N)    119 00 04.     (W)     SCALED    
 SA1789* NAVD 88     -       214.100  (meters)     702.43   (feet)  ADJUSTED  
 SA1789  ___________________________________________________________________
 SA1789  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SA1789  DYNAMIC HT  -         214.107 (meters)     702.45  (feet)  COMP
 SA1789  MODELED GRAV-     980,644.0   (mgal)                       NAVD 88
 SA1789
 SA1789  VERT ORDER  -  FIRST     CLASS II
 SA1789
 SA1789.The horizontal coordinates were scaled from a topographic map and have
 SA1789.an estimated accuracy of +/- 6 seconds.
 SA1789
 SA1789.The orthometric height was determined by differential leveling
 SA1789.and adjusted by the National Geodetic Survey in June 1991..
 SA1789
 SA1789.The geoid height was determined by GEOID03.
 SA1789
 SA1789.The dynamic height is computed by dividing the NAVD 88
 SA1789.geopotential number by the normal gravity value computed on the
 SA1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1789.degrees latitude (g = 980.6199 gals.).
 SA1789
 SA1789.The modeled gravity was interpolated from observed gravity values.
 SA1789
 SA1789;                    North         East    Units  Estimated Accuracy
 SA1789;SPC WA S     -   136,660.      614,930.      MT  (+/- 180 meters Scaled)
 SA1789
 SA1789                          SUPERSEDED SURVEY CONTROL
 SA1789
 SA1789.No superseded survey control is available for this station.
 SA1789
 SA1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM466574(NAD 83)
 SA1789_MARKER: DB = BENCH MARK DISK
 SA1789_SETTING: 66 = SET IN ROCK OUTCROP
 SA1789_SP_SET: ROCK OUTCROP
 SA1789_STAMPING: E 503 1981
 SA1789_MARK LOGO: NGS   
 SA1789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1789+STABILITY: POSITION/ELEVATION WELL
 SA1789
 SA1789  HISTORY     - Date     Condition        Report By
 SA1789  HISTORY     - 1981     MONUMENTED       NGS
 SA1789
 SA1789                          STATION DESCRIPTION
 SA1789
 SA1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1789'11.9 KM (7.4 MI) NORTH FROM ELTOPIA.
 SA1789'11.9 KM (7.4 MI) NORTH ALONG U.S. HIGHWAY 395 FROM THE JUNCTION OF
 SA1789'BLANTON ROAD IN ELTOPIA, 1.5 KM (0.95 MI) SOUTH OF THE JUNCTION OF
 SA1789'STATE HIGHWAY 17, 0.2 KM (0.1 MI) SOUTH OF HIGHWAY MILEPOST 45, MARK
 SA1789'IS A DISK CRIMPED ON TOP OF AN 8-INCH STAINLESS STEEL ROD CEMENTED IN
 SA1789'TOP OF A FRACTURED VOLCANIC OUTCROP ON TOP OF A ROCK CLIFF AT THE
 SA1789'NORTH END OF A LONG HIGHWAY FILL, 29.6 METERS (97.0 FT) NORTHWEST OF
 SA1789'THE CENTERLINE OF THE HIGHWAY, 40.3 METERS (132 FT) SOUTHWEST OF THE
 SA1789'SOUTHWEST END OF A STEEL GUARDRAIL, 6.1 METERS (20.0 FT) NORTH OF THE
 SA1789'SOUTH END OF THE CLIFF, 0.4 METERS (1.3 FT) EAST OF THE WEST EDGE OF
 SA1789'THE CLIFF,
 SA1789'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 SA1789'THE MARK IS 1.0 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1813 ***********************************************************************
 SA1813  DESIGNATION -  E 504
 SA1813  PID         -  SA1813
 SA1813  STATE/COUNTY-  WA/ADAMS
 SA1813  USGS QUAD   -  HATTON (1970)
 SA1813
 SA1813                         *CURRENT SURVEY CONTROL
 SA1813  ___________________________________________________________________
 SA1813* NAD 83(1986)-  46 49 21.     (N)    118 48 27.     (W)     SCALED    
 SA1813* NAVD 88     -       359.650  (meters)    1179.95   (feet)  ADJUSTED  
 SA1813  ___________________________________________________________________
 SA1813  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 SA1813  DYNAMIC HT  -         359.666 (meters)    1180.00  (feet)  COMP
 SA1813  MODELED GRAV-     980,649.3   (mgal)                       NAVD 88
 SA1813
 SA1813  VERT ORDER  -  FIRST     CLASS II
 SA1813
 SA1813.The horizontal coordinates were scaled from a topographic map and have
 SA1813.an estimated accuracy of +/- 6 seconds.
 SA1813
 SA1813.The orthometric height was determined by differential leveling
 SA1813.and adjusted by the National Geodetic Survey in June 1991..
 SA1813
 SA1813.The geoid height was determined by GEOID03.
 SA1813
 SA1813.The dynamic height is computed by dividing the NAVD 88
 SA1813.geopotential number by the normal gravity value computed on the
 SA1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1813.degrees latitude (g = 980.6199 gals.).
 SA1813
 SA1813.The modeled gravity was interpolated from observed gravity values.
 SA1813
 SA1813;                    North         East    Units  Estimated Accuracy
 SA1813;SPC WA S     -   166,910.      629,130.      MT  (+/- 180 meters Scaled)
 SA1813
 SA1813                          SUPERSEDED SURVEY CONTROL
 SA1813
 SA1813.No superseded survey control is available for this station.
 SA1813
 SA1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM621870(NAD 83)
 SA1813_MARKER: DB = BENCH MARK DISK
 SA1813_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 SA1813_SP_SET: CONCRETE SILO
 SA1813_STAMPING: E 504 1981
 SA1813_MARK LOGO: NGS   
 SA1813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1813+STABILITY: POSITION/ELEVATION WELL
 SA1813
 SA1813  HISTORY     - Date     Condition        Report By
 SA1813  HISTORY     - 1981     MONUMENTED       NGS
 SA1813
 SA1813                          STATION DESCRIPTION
 SA1813
 SA1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1813'IN CUNNINGHAM.
 SA1813'IN CUNNINGHAM, SET VERTICALLY IN THE WEST FAVE OF A LONE CONCRETE
 SA1813'GRAIN SILO, 74.7 METERS (245 FT) NORTH OF THE CENTERLINE OF CUNNINGHAM
 SA1813'ROAD, 11.7 METERS (38.5 FT) EAST OF THE EAST RAIL OF THE MAIN TRACK OF
 SA1813'THE BURLINGTON NORTHERN RAILROAD, 3.0 METERS (10.0 FT) EAST OF THE
 SA1813'EAST RAIL OF THE EAST SIDE TRACK, 1.5 METERS (5.0 FT) ABOVE THE
 SA1813'GROUND.
 SA1813'THE MARK IS 1.2 M ABOVE THE MAIN TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0916 ***********************************************************************
 SW0916  DESIGNATION -  E 505
 SW0916  PID         -  SW0916
 SW0916  STATE/COUNTY-  WA/ADAMS
 SW0916  USGS QUAD   -  REIMAN (1967)
 SW0916
 SW0916                         *CURRENT SURVEY CONTROL
 SW0916  ___________________________________________________________________
 SW0916* NAD 83(1986)-  47 13 46.     (N)    118 41 11.     (W)     SCALED    
 SW0916* NAVD 88     -       510.232  (meters)    1673.99   (feet)  ADJUSTED  
 SW0916  ___________________________________________________________________
 SW0916  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 SW0916  DYNAMIC HT  -         510.257 (meters)    1674.07  (feet)  COMP
 SW0916  MODELED GRAV-     980,645.1   (mgal)                       NAVD 88
 SW0916
 SW0916  VERT ORDER  -  FIRST     CLASS II
 SW0916
 SW0916.The horizontal coordinates were scaled from a topographic map and have
 SW0916.an estimated accuracy of +/- 6 seconds.
 SW0916
 SW0916.The orthometric height was determined by differential leveling
 SW0916.and adjusted by the National Geodetic Survey in June 1991..
 SW0916
 SW0916.The geoid height was determined by GEOID03.
 SW0916
 SW0916.The dynamic height is computed by dividing the NAVD 88
 SW0916.geopotential number by the normal gravity value computed on the
 SW0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0916.degrees latitude (g = 980.6199 gals.).
 SW0916
 SW0916.The modeled gravity was interpolated from observed gravity values.
 SW0916
 SW0916;                    North         East    Units  Estimated Accuracy
 SW0916;SPC WA S     -   212,340.      637,330.      MT  (+/- 180 meters Scaled)
 SW0916
 SW0916                          SUPERSEDED SURVEY CONTROL
 SW0916
 SW0916.No superseded survey control is available for this station.
 SW0916
 SW0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN723320(NAD 83)
 SW0916_MARKER: DB = BENCH MARK DISK
 SW0916_SETTING: 66 = SET IN ROCK OUTCROP
 SW0916_SP_SET: ROCK OUTCROP
 SW0916_STAMPING: E 505 1981
 SW0916_MARK LOGO: NGS   
 SW0916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0916+STABILITY: POSITION/ELEVATION WELL
 SW0916
 SW0916  HISTORY     - Date     Condition        Report By
 SW0916  HISTORY     - 1981     MONUMENTED       NGS
 SW0916  HISTORY     - 1982     GOOD             NGS
 SW0916
 SW0916                          STATION DESCRIPTION
 SW0916
 SW0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0916'12.1 KM (7.55 MI) SOUTH FROM ODESSA.
 SW0916'12.1 KM (7.55 MI) SOUTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0916'STATE HIGHWAY 28 IN ODESSA, 0.25 KM (0.15 MI) SOUTH OF HIGHWAY
 SW0916'MILEPOST 24, IN THE NORTHWEST CORNER OF THE T JUNCTION OF GRIFFITH
 SW0916'ROAD, SET IN TOP OF A 2 X 3 FOOT EXPOSURE OF VOLCANIC ROCK OUTCROP AT
 SW0916'THE SOUTH END OF A HIGHWAY CUT, 10.9 METERS (36.0 FT) WEST OF THE
 SW0916'CENTERLINE OF THE HIGHWAY, 38.9 METERS (128 FT) NORTH OF THE
 SW0916'CENTERLINE OF THE ROAD, 33.4 METERS (110 FT) NORTH-NORTHEAST OF A T
 SW0916'JUNCTION POWER LINE POLE NUMBER 741724, 13.1 METERS (43.0 FT) EAST OF
 SW0916'A BARBED WIRE RIGHT-OF-WAY FENCE.
 SW0916'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SW0916'THE MARK IS 0.3 M ABOVE THE ROAD.
 SW0916
 SW0916                          STATION RECOVERY (1982)
 SW0916
 SW0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1098 ***********************************************************************
 SV1098  DESIGNATION -  E 506
 SV1098  PID         -  SV1098
 SV1098  STATE/COUNTY-  WA/SPOKANE
 SV1098  USGS QUAD   -  CHENEY (1980)
 SV1098
 SV1098                         *CURRENT SURVEY CONTROL
 SV1098  ___________________________________________________________________
 SV1098* NAD 83(1986)-  47 28 16.     (N)    117 36 46.     (W)     SCALED    
 SV1098* NAVD 88     -       724.080  (meters)    2375.59   (feet)  ADJUSTED  
 SV1098  ___________________________________________________________________
 SV1098  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 SV1098  DYNAMIC HT  -         724.095 (meters)    2375.64  (feet)  COMP
 SV1098  MODELED GRAV-     980,609.8   (mgal)                       NAVD 88
 SV1098
 SV1098  VERT ORDER  -  FIRST     CLASS II
 SV1098
 SV1098.The horizontal coordinates were scaled from a topographic map and have
 SV1098.an estimated accuracy of +/- 6 seconds.
 SV1098
 SV1098.The orthometric height was determined by differential leveling
 SV1098.and adjusted by the National Geodetic Survey in June 1991..
 SV1098
 SV1098.The geoid height was determined by GEOID03.
 SV1098
 SV1098.The dynamic height is computed by dividing the NAVD 88
 SV1098.geopotential number by the normal gravity value computed on the
 SV1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1098.degrees latitude (g = 980.6199 gals.).
 SV1098
 SV1098.The modeled gravity was interpolated from observed gravity values.
 SV1098
 SV1098;                    North         East    Units  Estimated Accuracy
 SV1098;SPC WA N     -    57,460.      742,710.      MT  (+/- 180 meters Scaled)
 SV1098
 SV1098                          SUPERSEDED SURVEY CONTROL
 SV1098
 SV1098.No superseded survey control is available for this station.
 SV1098
 SV1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN538577(NAD 83)
 SV1098_MARKER: I = METAL ROD
 SV1098_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1098_SP_SET: STAINLESS STEEL ROD
 SV1098_STAMPING: E 506 1981
 SV1098_MARK LOGO: NGS   
 SV1098_PROJECTION: FLUSH
 SV1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1098_ROD/PIPE-DEPTH: 1.8  meters
 SV1098
 SV1098  HISTORY     - Date     Condition        Report By
 SV1098  HISTORY     - 1981     MONUMENTED       NGS
 SV1098
 SV1098                          STATION DESCRIPTION
 SV1098
 SV1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SV1098'3.5 KM (2.2 MI) SW FROM CHENEY.
 SV1098'3.5 KM (2.2 MILES) SOUTHWEST ALONG THE COLUMBIA BASIN HIGHWAY
 SV1098'FROM THE INTERSECTION OF COLLEGE STREET AT CHENEY, AT THE JUNCTION
 SV1098'OF LANCE HILL ROAD, 0.25 KM (0.15 MILE) SOUTHWEST OF MILE POST 9,
 SV1098'23.2 METERS (76.0 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 SV1098'9.8 METERS (32.0 FEET) NORTHWEST OF THE CENTERLINE OF THE ROAD,
 SV1098'10.5 METERS (34.5 FEET) SOUTHWEST OF A FENCE CORNER POST,
 SV1098'0.3 METER (1.0 FOOT) SOUTHEAST OF A WOODEN POST AND BARB WIRE
 SV1098'FENCE, 21.5 METERS (70.5 FEET) NORTH-NORTHWEST AND ACROSS THE
 SV1098'ROAD FROM A POWER LINE POLE.
 SV1098'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 SV1098'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0934 ***********************************************************************
 SW0934  DESIGNATION -  E 507
 SW0934  PID         -  SW0934
 SW0934  STATE/COUNTY-  WA/LINCOLN
 SW0934  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW0934
 SW0934                         *CURRENT SURVEY CONTROL
 SW0934  ___________________________________________________________________
 SW0934* NAD 83(1986)-  47 21 34.     (N)    118 06 27.     (W)     SCALED    
 SW0934* NAVD 88     -       599.249  (meters)    1966.04   (feet)  ADJUSTED  
 SW0934  ___________________________________________________________________
 SW0934  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 SW0934  DYNAMIC HT  -         599.272 (meters)    1966.11  (feet)  COMP
 SW0934  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 SW0934
 SW0934  VERT ORDER  -  FIRST     CLASS II
 SW0934
 SW0934.The horizontal coordinates were scaled from a topographic map and have
 SW0934.an estimated accuracy of +/- 6 seconds.
 SW0934
 SW0934.The orthometric height was determined by differential leveling
 SW0934.and adjusted by the National Geodetic Survey in June 1991..
 SW0934
 SW0934.The geoid height was determined by GEOID03.
 SW0934
 SW0934.The dynamic height is computed by dividing the NAVD 88
 SW0934.geopotential number by the normal gravity value computed on the
 SW0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0934.degrees latitude (g = 980.6199 gals.).
 SW0934
 SW0934.The modeled gravity was interpolated from observed gravity values.
 SW0934
 SW0934;                    North         East    Units  Estimated Accuracy
 SW0934;SPC WA N     -    43,610.      705,880.      MT  (+/- 180 meters Scaled)
 SW0934
 SW0934                          SUPERSEDED SURVEY CONTROL
 SW0934
 SW0934.No superseded survey control is available for this station.
 SW0934
 SW0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN163457(NAD 83)
 SW0934_MARKER: DB = BENCH MARK DISK
 SW0934_SETTING: 66 = SET IN ROCK OUTCROP
 SW0934_SP_SET: ROCK OUTCROP
 SW0934_STAMPING: E 507 1981
 SW0934_MARK LOGO: NGS   
 SW0934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0934+STABILITY: POSITION/ELEVATION WELL
 SW0934
 SW0934  HISTORY     - Date     Condition        Report By
 SW0934  HISTORY     - 1981     MONUMENTED       NGS
 SW0934
 SW0934                          STATION DESCRIPTION
 SW0934
 SW0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0934'15.9 KM (9.9 MI) NW FROM SPRAGUE.
 SW0934'15.9 KM (9.9 MILES) NORTHWEST ALONG STATE HIGHWAY 23 FROM THE
 SW0934'COLUMBIA BASIN OVERPASS AT SPRAGUE, 0.5 KM (0.3 MILE)
 SW0934'SOUTHEAST OF MILE POST 53, 7.1 METERS (23.5 FEET) NORTHEAST
 SW0934'OF THE CENTERLINE OF THE HIGHWAY, IN TOP OF A 3 BY 3 FOOT
 SW0934'FLAT VOLCANIC ROCK SHELF AT THE CENTER OF A SHORT HIGHWAY
 SW0934'CUT, 103.8 METERS (340.5 FEET) SOUTHEAST OF THE EAST
 SW0934'CORNER OF A CONCRETE BRIDGE OVER CRAB CREEK, 25.5 METERS (83.5
 SW0934'FEET) NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 SW0934'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 SW0934'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0958 ***********************************************************************
 SW0958  DESIGNATION -  E 508
 SW0958  PID         -  SW0958
 SW0958  STATE/COUNTY-  WA/LINCOLN
 SW0958  USGS QUAD   -  LAMONA (1969)
 SW0958
 SW0958                         *CURRENT SURVEY CONTROL
 SW0958  ___________________________________________________________________
 SW0958* NAD 83(1986)-  47 22 05.     (N)    118 27 21.     (W)     SCALED    
 SW0958* NAVD 88     -       578.503  (meters)    1897.97   (feet)  ADJUSTED  
 SW0958  ___________________________________________________________________
 SW0958  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 SW0958  DYNAMIC HT  -         578.532 (meters)    1898.07  (feet)  COMP
 SW0958  MODELED GRAV-     980,644.1   (mgal)                       NAVD 88
 SW0958
 SW0958  VERT ORDER  -  FIRST     CLASS II
 SW0958
 SW0958.The horizontal coordinates were scaled from a topographic map and have
 SW0958.an estimated accuracy of +/- 6 seconds.
 SW0958
 SW0958.The orthometric height was determined by differential leveling
 SW0958.and adjusted by the National Geodetic Survey in June 1991..
 SW0958
 SW0958.The geoid height was determined by GEOID03.
 SW0958
 SW0958.The dynamic height is computed by dividing the NAVD 88
 SW0958.geopotential number by the normal gravity value computed on the
 SW0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0958.degrees latitude (g = 980.6199 gals.).
 SW0958
 SW0958.The modeled gravity was interpolated from observed gravity values.
 SW0958
 SW0958;                    North         East    Units  Estimated Accuracy
 SW0958;SPC WA N     -    43,700.      679,550.      MT  (+/- 180 meters Scaled)
 SW0958
 SW0958                          SUPERSEDED SURVEY CONTROL
 SW0958
 SW0958.No superseded survey control is available for this station.
 SW0958
 SW0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN900470(NAD 83)
 SW0958_MARKER: DB = BENCH MARK DISK
 SW0958_SETTING: 66 = SET IN ROCK OUTCROP
 SW0958_SP_SET: ROCK OUTCROP
 SW0958_STAMPING: E 508 1981
 SW0958_MARK LOGO: NGS   
 SW0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0958+STABILITY: POSITION/ELEVATION WELL
 SW0958
 SW0958  HISTORY     - Date     Condition        Report By
 SW0958  HISTORY     - 1981     MONUMENTED       NGS
 SW0958
 SW0958                          STATION DESCRIPTION
 SW0958
 SW0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0958'18.6 KM (11.55 MI) EAST FROM ODESSA.
 SW0958'18.6 KM (11.55 MILES) EAST ALONG STATE HIGHWAY 28 FROM THE
 SW0958'EAST JUNCTION OF STATE HIGHWAY 21 AT ODESSA, 0.7 KM (0.45
 SW0958'MILE) EAST OF MILE POST 105, 0.25 KM (0.15 MILE) SOUTHWEST OF
 SW0958'THE  Y  JUNCTION OF A PAVED ROAD LEADING EAST, IN TOP OF A
 SW0958'VOLCANIC ROCK OUTCROP FLUSH WITH THE GROUND AT THE NORTHEAST
 SW0958'END OF A LONG ROCK HIGHWAY CUT, 17.6 METERS (58.0 FEET)
 SW0958'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.0 METERS
 SW0958'(46.0 FEET) WEST-NORTHWEST OF THE SOUTHWEST END OF A STEEL
 SW0958'GUARD RAIL, 9.8 METERS (32.0 FEET) NORTH OF THE NORTHEAST
 SW0958'END OF THE HIGHWAY CUT, 3.8 METERS (12.5 FEET) SOUTHEAST OF
 SW0958'THE RIGHT-OF-WAY FENCE.
 SW0958'THE MARK IS 1.5 METERS  SE FROM A WITNESS POST.
 SW0958'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0986 ***********************************************************************
 SW0986  DESIGNATION -  E 509
 SW0986  PID         -  SW0986
 SW0986  STATE/COUNTY-  WA/LINCOLN
 SW0986  USGS QUAD   -  ALMIRA SE (1969)
 SW0986
 SW0986                         *CURRENT SURVEY CONTROL
 SW0986  ___________________________________________________________________
 SW0986* NAD 83(1986)-  47 35 05.     (N)    118 47 09.     (W)     SCALED    
 SW0986* NAVD 88     -       614.266  (meters)    2015.30   (feet)  ADJUSTED  
 SW0986  ___________________________________________________________________
 SW0986  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 SW0986  DYNAMIC HT  -         614.298 (meters)    2015.41  (feet)  COMP
 SW0986  MODELED GRAV-     980,645.1   (mgal)                       NAVD 88
 SW0986
 SW0986  VERT ORDER  -  FIRST     CLASS II
 SW0986
 SW0986.The horizontal coordinates were scaled from a topographic map and have
 SW0986.an estimated accuracy of +/- 6 seconds.
 SW0986
 SW0986.The orthometric height was determined by differential leveling
 SW0986.and adjusted by the National Geodetic Survey in June 1991..
 SW0986
 SW0986.The geoid height was determined by GEOID03.
 SW0986
 SW0986.The dynamic height is computed by dividing the NAVD 88
 SW0986.geopotential number by the normal gravity value computed on the
 SW0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0986.degrees latitude (g = 980.6199 gals.).
 SW0986
 SW0986.The modeled gravity was interpolated from observed gravity values.
 SW0986
 SW0986;                    North         East    Units  Estimated Accuracy
 SW0986;SPC WA N     -    67,060.      654,000.      MT  (+/- 180 meters Scaled)
 SW0986
 SW0986                          SUPERSEDED SURVEY CONTROL
 SW0986
 SW0986.No superseded survey control is available for this station.
 SW0986
 SW0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN657716(NAD 83)
 SW0986_MARKER: I = METAL ROD
 SW0986_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0986_SP_SET: STAINLESS STEEL ROD
 SW0986_STAMPING: E 509 1981
 SW0986_MARK LOGO: NGS   
 SW0986_PROJECTION: FLUSH
 SW0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0986_ROD/PIPE-DEPTH: 2.1  meters
 SW0986
 SW0986  HISTORY     - Date     Condition        Report By
 SW0986  HISTORY     - 1981     MONUMENTED       NGS
 SW0986
 SW0986                          STATION DESCRIPTION
 SW0986
 SW0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0986'32.5 KM (20.2 MI) NORTH FROM ODESSA.
 SW0986'32.5 KM (20.2 MI) NORTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0986'STATE HIGHWAY 28 IN ODESSA, 5.6 METERS (18.5 FT) EAST OF THE
 SW0986'CENTERLINE OF THE HIGHWAY, 0.35 METERS (1.2 FT) WEST OF MILEPOST 52,
 SW0986'7.3 METERS (24 FT) SOUTH OF THE EAST END OF A 24-INCH METAL PIPE
 SW0986'CULVERT.
 SW0986'THE MARK IS 0.35 METERS  N FROM A WITNESS POST.
 SW0986'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1618 ***********************************************************************
 SW1618  DESIGNATION -  E 509 RESET
 SW1618  PID         -  SW1618
 SW1618  STATE/COUNTY-  WA/LINCOLN
 SW1618  USGS QUAD   -  ALMIRA SE (1969)
 SW1618
 SW1618                         *CURRENT SURVEY CONTROL
 SW1618  ___________________________________________________________________
 SW1618* NAD 83(1986)-  47 35 05.     (N)    118 47 09.     (W)     SCALED    
 SW1618* NAVD 88     -       615.24   (meters)    2018.5    (feet)  RESET     
 SW1618  ___________________________________________________________________
 SW1618  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 SW1618
 SW1618  VERT ORDER  -  THIRD
 SW1618
 SW1618.The horizontal coordinates were scaled from a topographic map and have
 SW1618.an estimated accuracy of +/- 6 seconds.
 SW1618
 SW1618.The orthometric height was computed from unverified reset data.
 SW1618.No vertical observational check was made to the station.
 SW1618
 SW1618.The geoid height was determined by GEOID03.
 SW1618
 SW1618;                    North         East    Units  Estimated Accuracy
 SW1618;SPC WA N     -    67,060.      654,000.      MT  (+/- 180 meters Scaled)
 SW1618
 SW1618                          SUPERSEDED SURVEY CONTROL
 SW1618
 SW1618.No superseded survey control is available for this station.
 SW1618
 SW1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN657716(NAD 83)
 SW1618_MARKER: I = METAL ROD
 SW1618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW1618_SP_SET: STAINLESS STEEL ROD
 SW1618_STAMPING: E 509 RESET 1983
 SW1618_MARK LOGO: NGS   
 SW1618_PROJECTION: FLUSH
 SW1618_MAGNETIC: I = MARKER IS A STEEL ROD
 SW1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1618_ROD/PIPE-DEPTH: 3.7  meters
 SW1618
 SW1618  HISTORY     - Date     Condition        Report By
 SW1618  HISTORY     - 1983     MONUMENTED       NGS
 SW1618
 SW1618                          STATION DESCRIPTION
 SW1618
 SW1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 SW1618'32.03 KM (19.9 MI) NORTH ALONG STATE HIGHWAY 21 FROM THE COURTHOUSE IN
 SW1618'ODESSA, 21.0 METERS (69.0 FT) SOUTH OF THE WEST END OF A 24-INCH
 SW1618'CULVERT, 0.6 M (2.0 FT) ABOVE THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH
 SW1618'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1632 ***********************************************************************
 SA1632  DESIGNATION -  E 51
 SA1632  PID         -  SA1632
 SA1632  STATE/COUNTY-  WA/GRANT
 SA1632  USGS QUAD   -  BEVERLY (1965)
 SA1632
 SA1632                         *CURRENT SURVEY CONTROL
 SA1632  ___________________________________________________________________
 SA1632* NAD 83(1986)-  46 51 38.     (N)    119 56 31.     (W)     SCALED    
 SA1632* NAVD 88     -       164.186  (meters)     538.67   (feet)  ADJUSTED  
 SA1632  ___________________________________________________________________
 SA1632  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SA1632  DYNAMIC HT  -         164.197 (meters)     538.70  (feet)  COMP
 SA1632  MODELED GRAV-     980,683.0   (mgal)                       NAVD 88
 SA1632
 SA1632  VERT ORDER  -  SECOND    CLASS 0
 SA1632
 SA1632.The horizontal coordinates were scaled from a topographic map and have
 SA1632.an estimated accuracy of +/- 6 seconds.
 SA1632
 SA1632.The orthometric height was determined by differential leveling
 SA1632.and adjusted by the National Geodetic Survey in June 1991..
 SA1632
 SA1632.The geoid height was determined by GEOID03.
 SA1632
 SA1632.The dynamic height is computed by dividing the NAVD 88
 SA1632.geopotential number by the normal gravity value computed on the
 SA1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1632.degrees latitude (g = 980.6199 gals.).
 SA1632
 SA1632.The modeled gravity was interpolated from observed gravity values.
 SA1632
 SA1632;                    North         East    Units  Estimated Accuracy
 SA1632;SPC WA S     -   169,900.      542,550.      MT  (+/- 180 meters Scaled)
 SA1632
 SA1632                          SUPERSEDED SURVEY CONTROL
 SA1632
 SA1632  NGVD 29 (??/??/92)  163.107  (m)          535.13   (f) ADJ UNCH    2 0
 SA1632
 SA1632.Superseded values are not recommended for survey control.
 SA1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1632.See file dsdata.txt to determine how the superseded data were derived.
 SA1632
 SA1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM757938(NAD 83)
 SA1632_MARKER: DB = BENCH MARK DISK
 SA1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1632_STAMPING: E 51 1934
 SA1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1632+STABILITY: SURFACE MOTION
 SA1632
 SA1632  HISTORY     - Date     Condition        Report By
 SA1632  HISTORY     - 1934     MONUMENTED       CGS
 SA1632  HISTORY     - 1967     GOOD             NGS
 SA1632
 SA1632                          STATION DESCRIPTION
 SA1632
 SA1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1632'1.9 MI N FROM BEVERLY.
 SA1632'MARK IS ABOUT 150 YARDS EAST OF WANAPUM VILLAGE, 23 YARDS SOUTH OF THE
 SA1632'INTERSECTION OF 5 ROADS, 18 YARDS SOUTH OF THE CENTER OF THE ROAD
 SA1632'GOING EAST, 10 YARDS NORTHEAST OF THE CENTER OF THE DIRT ROAD GOING
 SA1632'SOUTHEAST, 6 INCHES WEST OF A METAL WITNESS POST AND AT THE NORTHWEST
 SA1632'CORNER OF A SHALLOW SAND AND GRAVEL PIT, A STANDARD DISK SET IN 6 IN.
 SA1632'SQUARE CONCRETE POST WHICH PROJECTS 2 IN.  REACHED FROM THE RAILROAD
 SA1632'OVERPASS ON THE WESTERN EDGE OF BEVERLY BY GOING NORTH ON STATE
 SA1632'HIGHWAY 243 FOR 0.6 MILE TO A CROSSROAD, CONTINUE NORTH ON THE OLD
 SA1632'ROAD (BETWEEN TWO HIGHWAYS) FOR 0.4 MILE TO A T INTERSECTION, TURN
 SA1632'LEFT, 0.05 MILE, KEEP RIGHT LEAVING BLACKTOP AND FOLLOW DIRT ROAD 0.2
 SA1632'MILE, CURVE RIGHT AND GO NORTH 0.7 MILE TO A FIVE-ROAD INTERSECTION
 SA1632'AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1012 ***********************************************************************
 SW1012  DESIGNATION -  E 510
 SW1012  PID         -  SW1012
 SW1012  STATE/COUNTY-  WA/LINCOLN
 SW1012  USGS QUAD   -  MICA MOUNTAIN (1989)
 SW1012
 SW1012                         *CURRENT SURVEY CONTROL
 SW1012  ___________________________________________________________________
 SW1012* NAD 83(1986)-  47 54 09.     (N)    118 52 04.     (W)     SCALED    
 SW1012* NAVD 88     -       768.209  (meters)    2520.37   (feet)  ADJUSTED  
 SW1012  ___________________________________________________________________
 SW1012  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SW1012  DYNAMIC HT  -         768.231 (meters)    2520.44  (feet)  COMP
 SW1012  MODELED GRAV-     980,615.8   (mgal)                       NAVD 88
 SW1012
 SW1012  VERT ORDER  -  FIRST     CLASS II
 SW1012
 SW1012.The horizontal coordinates were scaled from a topographic map and have
 SW1012.an estimated accuracy of +/- 6 seconds.
 SW1012
 SW1012.The orthometric height was determined by differential leveling
 SW1012.and adjusted by the National Geodetic Survey in June 1991..
 SW1012
 SW1012.The geoid height was determined by GEOID03.
 SW1012
 SW1012.The dynamic height is computed by dividing the NAVD 88
 SW1012.geopotential number by the normal gravity value computed on the
 SW1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW1012.degrees latitude (g = 980.6199 gals.).
 SW1012
 SW1012.The modeled gravity was interpolated from observed gravity values.
 SW1012
 SW1012;                    North         East    Units  Estimated Accuracy
 SW1012;SPC WA N     -   102,220.      646,930.      MT  (+/- 180 meters Scaled)
 SW1012
 SW1012                          SUPERSEDED SURVEY CONTROL
 SW1012
 SW1012.No superseded survey control is available for this station.
 SW1012
 SW1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP604071(NAD 83)
 SW1012_MARKER: DB = BENCH MARK DISK
 SW1012_SETTING: 66 = SET IN ROCK OUTCROP
 SW1012_SP_SET: ROCK OUTCROP
 SW1012_STAMPING: E 510 1981
 SW1012_MARK LOGO: NGS   
 SW1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW1012+STABILITY: POSITION/ELEVATION WELL
 SW1012
 SW1012  HISTORY     - Date     Condition        Report By
 SW1012  HISTORY     - 1981     MONUMENTED       NGS
 SW1012
 SW1012                          STATION DESCRIPTION
 SW1012
 SW1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW1012'12.2 KM (7.6 MI) SE FROM GRAND COULEE.
 SW1012'12.2 KM (7.6 MI) SOUTHEAST ALONG STATE HIGHWAY 174 FROM THE JUNCTION
 SW1012'OF STATE HIGHWAY 155 IN GRAND COULEE, IN TOP AND CENTER OF A 2 X 4
 SW1012'FOOT SHELF OF GRAY VOLCANIC OUTCROP AT THE BASE OF A ROCK CUT AND 20
 SW1012'FEET DIRECTLY BELOW THE BOTTOM OF A SHALLOW RAVINE ON TOP OF THE CUT,
 SW1012'0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST 29, 8.2 METERS (27 FT) WEST OF
 SW1012'THE CENTERLINE OF THE HIGHWAY, 62.3 METERS (204 FT) SOUTH OF AND
 SW1012'ACROSS THE HIGHWAY FROM THE SOUTHEAST END OF A STEEL GUARD RAIL, 108.3
 SW1012'METERS (338 FT) NORTH OF AND ACROSS THE HIGHWAY FROM THE NORTHWEST END
 SW1012'OF A STEEL GUARD RAIL.
 SW1012'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 SW1012'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0780 ***********************************************************************
 TP0780  DESIGNATION -  E 511
 TP0780  PID         -  TP0780
 TP0780  STATE/COUNTY-  WA/OKANOGAN
 TP0780  USGS QUAD   -  ARMSTRONG CREEK (1989)
 TP0780
 TP0780                         *CURRENT SURVEY CONTROL
 TP0780  ___________________________________________________________________
 TP0780* NAD 83(1986)-  48 08 32.     (N)    119 04 45.     (W)     SCALED    
 TP0780* NAVD 88     -       316.747  (meters)    1039.19   (feet)  ADJUSTED  
 TP0780  ___________________________________________________________________
 TP0780  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 TP0780  DYNAMIC HT  -         316.785 (meters)    1039.32  (feet)  COMP
 TP0780  MODELED GRAV-     980,724.0   (mgal)                       NAVD 88
 TP0780
 TP0780  VERT ORDER  -  FIRST     CLASS II
 TP0780
 TP0780.The horizontal coordinates were scaled from a topographic map and have
 TP0780.an estimated accuracy of +/- 6 seconds.
 TP0780
 TP0780.The orthometric height was determined by differential leveling
 TP0780.and adjusted by the National Geodetic Survey in June 1991..
 TP0780
 TP0780.The geoid height was determined by GEOID03.
 TP0780
 TP0780.The dynamic height is computed by dividing the NAVD 88
 TP0780.geopotential number by the normal gravity value computed on the
 TP0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0780.degrees latitude (g = 980.6199 gals.).
 TP0780
 TP0780.The modeled gravity was interpolated from observed gravity values.
 TP0780
 TP0780;                    North         East    Units  Estimated Accuracy
 TP0780;SPC WA N     -   128,480.      630,530.      MT  (+/- 180 meters Scaled)
 TP0780
 TP0780                          SUPERSEDED SURVEY CONTROL
 TP0780
 TP0780.No superseded survey control is available for this station.
 TP0780
 TP0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP453341(NAD 83)
 TP0780_MARKER: I = METAL ROD
 TP0780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0780_SP_SET: STAINLESS STEEL ROD
 TP0780_STAMPING: E 511 1981
 TP0780_MARK LOGO: NGS   
 TP0780_PROJECTION: FLUSH
 TP0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0780_ROD/PIPE-DEPTH: 6.1  meters
 TP0780
 TP0780  HISTORY     - Date     Condition        Report By
 TP0780  HISTORY     - 1981     MONUMENTED       NGS
 TP0780  HISTORY     - 1983     GOOD             NGS
 TP0780
 TP0780                          STATION DESCRIPTION
 TP0780
 TP0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0780'8.8 KM (5.55 MI) WEST FROM COLVILLE INDIAN AGENCY.
 TP0780'8.8 KM (5.55 MI) WEST ALONG A PAVED ROAD FROM THE INTERSECTION OF
 TP0780'STATE HIGHWAY 155 AT THE COLVILLE INDIAN AGENCY, 0.55 KM (0.35 MI)
 TP0780'EAST OF THE FARM HOUSE AND APPLE ORCHARD AT THE MOUTH OF HUDNUT
 TP0780'CANYON, 19.7 METERS (64.5 FT) NORTH OF THE CENTERLINE OF THE ROAD, 1
 TP0780'METER (3.3 FT) EAST OF POWER LINE POLE 66.
 TP0780'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 TP0780'THE MARK IS 1.1 M ABOVE THE ROAD.
 TP0780
 TP0780                          STATION RECOVERY (1983)
 TP0780
 TP0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TP0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0804 ***********************************************************************
 TP0804  DESIGNATION -  E 512
 TP0804  PID         -  TP0804
 TP0804  STATE/COUNTY-  WA/OKANOGAN
 TP0804  USGS QUAD   -  OMAK LAKE (1980)
 TP0804
 TP0804                         *CURRENT SURVEY CONTROL
 TP0804  ___________________________________________________________________
 TP0804* NAD 83(1986)-  48 17 24.     (N)    119 25 28.     (W)     SCALED    
 TP0804* NAVD 88     -       392.183  (meters)    1286.69   (feet)  ADJUSTED  
 TP0804  ___________________________________________________________________
 TP0804  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 TP0804  DYNAMIC HT  -         392.234 (meters)    1286.85  (feet)  COMP
 TP0804  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 TP0804
 TP0804  VERT ORDER  -  FIRST     CLASS II
 TP0804
 TP0804.The horizontal coordinates were scaled from a topographic map and have
 TP0804.an estimated accuracy of +/- 6 seconds.
 TP0804
 TP0804.The orthometric height was determined by differential leveling
 TP0804.and adjusted by the National Geodetic Survey in June 1991..
 TP0804
 TP0804.The geoid height was determined by GEOID03.
 TP0804
 TP0804.The dynamic height is computed by dividing the NAVD 88
 TP0804.geopotential number by the normal gravity value computed on the
 TP0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0804.degrees latitude (g = 980.6199 gals.).
 TP0804
 TP0804.The modeled gravity was interpolated from observed gravity values.
 TP0804
 TP0804;                    North         East    Units  Estimated Accuracy
 TP0804;SPC WA N     -   144,380.      604,540.      MT  (+/- 180 meters Scaled)
 TP0804
 TP0804                          SUPERSEDED SURVEY CONTROL
 TP0804
 TP0804.No superseded survey control is available for this station.
 TP0804
 TP0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP201513(NAD 83)
 TP0804_MARKER: DB = BENCH MARK DISK
 TP0804_SETTING: 66 = SET IN ROCK OUTCROP
 TP0804_SP_SET: ROCK OUTCROP
 TP0804_STAMPING: E 512 1981
 TP0804_MARK LOGO: NGS   
 TP0804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0804+STABILITY: POSITION/ELEVATION WELL
 TP0804
 TP0804  HISTORY     - Date     Condition        Report By
 TP0804  HISTORY     - 1981     MONUMENTED       NGS
 TP0804
 TP0804                          STATION DESCRIPTION
 TP0804
 TP0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0804'15.35 KM (9.55 MI) SOUT FROM OMAK.
 TP0804'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 155 FROM THE CROSSING OF THE
 TP0804'BURLINGTON NORTHERN RAILROAD IN OMAK, THENCE 14.55 KM (9.05 MI) SOUTH
 TP0804'ALONG OMAK LAKE ROAD, IN TOP OF A 15 BY 15 FOOT FLAT TOP GRANITE
 TP0804'OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, 38.7 METERS (127 FT)
 TP0804'NORTHEAST OF THE CENTERLINE OF THE ROAD, 35.6 METERS (117 FT)
 TP0804'NORTHEAST OF THE NORTH CORNER OF A CATTLE GUARD, 20.1 METERS (66 FT)
 TP0804'NORTHWEST OF THE CENTERLINE OF A TRACK ROAD, 7.1 METERS (23.5 FT)
 TP0804'NORTHWEST OF A FENCE, 1.8 METERS (6 FT) SOUTHEAST OF THE NORTHWEST
 TP0804'EDGE AND 1.4 METERS (4.5 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE
 TP0804'OUTCROP.
 TP0804'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 TP0804'THE MARK IS 1.2 M ABOVE THE CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0872 ***********************************************************************
 TP0872  DESIGNATION -  E 513
 TP0872  PID         -  TP0872
 TP0872  STATE/COUNTY-  WA/OKANOGAN
 TP0872  USGS QUAD   -  RIVERSIDE (1981)
 TP0872
 TP0872                         *CURRENT SURVEY CONTROL
 TP0872  ___________________________________________________________________
 TP0872* NAD 83(1986)-  48 34 31.     (N)    119 32 00.     (W)     SCALED    
 TP0872* NAVD 88     -       328.114  (meters)    1076.49   (feet)  ADJUSTED  
 TP0872  ___________________________________________________________________
 TP0872  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 TP0872  DYNAMIC HT  -         328.168 (meters)    1076.66  (feet)  COMP
 TP0872  MODELED GRAV-     980,767.8   (mgal)                       NAVD 88
 TP0872
 TP0872  VERT ORDER  -  FIRST     CLASS II
 TP0872
 TP0872.The horizontal coordinates were scaled from a topographic map and have
 TP0872.an estimated accuracy of +/- 6 seconds.
 TP0872
 TP0872.The orthometric height was determined by differential leveling
 TP0872.and adjusted by the National Geodetic Survey in June 1991..
 TP0872
 TP0872.The geoid height was determined by GEOID03.
 TP0872
 TP0872.The dynamic height is computed by dividing the NAVD 88
 TP0872.geopotential number by the normal gravity value computed on the
 TP0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0872.degrees latitude (g = 980.6199 gals.).
 TP0872
 TP0872.The modeled gravity was interpolated from observed gravity values.
 TP0872
 TP0872;                    North         East    Units  Estimated Accuracy
 TP0872;SPC WA N     -   175,960.      595,920.      MT  (+/- 180 meters Scaled)
 TP0872
 TP0872                          SUPERSEDED SURVEY CONTROL
 TP0872
 TP0872.No superseded survey control is available for this station.
 TP0872
 TP0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP131833(NAD 83)
 TP0872_MARKER: I = METAL ROD
 TP0872_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0872_SP_SET: STAINLESS STEEL ROD
 TP0872_STAMPING: E 513 1981
 TP0872_MARK LOGO: NGS   
 TP0872_PROJECTION: FLUSH
 TP0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0872_ROD/PIPE-DEPTH: 3.9  meters
 TP0872
 TP0872  HISTORY     - Date     Condition        Report By
 TP0872  HISTORY     - 1981     MONUMENTED       NGS
 TP0872
 TP0872                          STATION DESCRIPTION
 TP0872
 TP0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0872'9.2 KM (5.7 MI) NORTH FROM RIVERSIDE.
 TP0872'1.3 KM (0.8 MI) NORTHWEST ALONG MAIN STREET FROM THE POST OFFICE IN
 TP0872'RIVERSIDE, THENCE 7.9 KM (4.9 MI) NORTH ALONG US HIGHWAY 97, AT THE
 TP0872'NORTH CORNER OF THE JUNCTION OF A PAVED ROAD LEADING NORTHWEST, 0.5 KM
 TP0872'(0.3 MI) SOUTHWEST OF MILEPOST 305, 14.9 METERS (49 FT) WEST OF THE
 TP0872'CENTERLINE OF THE HIGHWAY, 30.5 METERS (100 FT) NORTH OF THE
 TP0872'CENTERLINE OF THE ROAD, THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 13
 TP0872'FEET.
 TP0872'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 TP0872'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0856 ***********************************************************************
 TP0856  DESIGNATION -  E 514
 TP0856  PID         -  TP0856
 TP0856  STATE/COUNTY-  WA/OKANOGAN
 TP0856  USGS QUAD   -  MALOTT (1993)
 TP0856
 TP0856                         *CURRENT SURVEY CONTROL
 TP0856  ___________________________________________________________________
 TP0856* NAD 83(1986)-  48 16 48.     (N)    119 42 16.     (W)     SCALED    
 TP0856* NAVD 88     -       251.088  (meters)     823.78   (feet)  ADJUSTED  
 TP0856  ___________________________________________________________________
 TP0856  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 TP0856  DYNAMIC HT  -         251.125 (meters)     823.90  (feet)  COMP
 TP0856  MODELED GRAV-     980,751.8   (mgal)                       NAVD 88
 TP0856
 TP0856  VERT ORDER  -  FIRST     CLASS II
 TP0856
 TP0856.The horizontal coordinates were scaled from a topographic map and have
 TP0856.an estimated accuracy of +/- 6 seconds.
 TP0856
 TP0856.The orthometric height was determined by differential leveling
 TP0856.and adjusted by the National Geodetic Survey in June 1991..
 TP0856
 TP0856.The geoid height was determined by GEOID03.
 TP0856
 TP0856.The dynamic height is computed by dividing the NAVD 88
 TP0856.geopotential number by the normal gravity value computed on the
 TP0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0856.degrees latitude (g = 980.6199 gals.).
 TP0856
 TP0856.The modeled gravity was interpolated from observed gravity values.
 TP0856
 TP0856;                    North         East    Units  Estimated Accuracy
 TP0856;SPC WA N     -   142,930.      583,780.      MT  (+/- 180 meters Scaled)
 TP0856
 TP0856                          SUPERSEDED SURVEY CONTROL
 TP0856
 TP0856.No superseded survey control is available for this station.
 TP0856
 TP0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP993509(NAD 83)
 TP0856_MARKER: DB = BENCH MARK DISK
 TP0856_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 TP0856_SP_SET: CURB
 TP0856_STAMPING: E 514 1981
 TP0856_MARK LOGO: NGS   
 TP0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0856
 TP0856  HISTORY     - Date     Condition        Report By
 TP0856  HISTORY     - 1981     MONUMENTED       NGS
 TP0856
 TP0856                          STATION DESCRIPTION
 TP0856
 TP0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0856'0.3 KM (0.2 MI) SE FROM MALLOT.
 TP0856'0.3 KM (0.2 MI) SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 TP0856'MALLOT, AT A BRIDGE OVER THE OKANOGAN RIVER, IN TOP OF THE SOUTHWEST
 TP0856'CURB, 0.6 METER (2 FT) NORTHWEST OF THE SOUTHEAST END, 5.0 METERS
 TP0856'(16.5 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 TP0856'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0351 ***********************************************************************
 TQ0351  DESIGNATION -  E 515
 TQ0351  PID         -  TQ0351
 TQ0351  STATE/COUNTY-  WA/OKANOGAN
 TQ0351  USGS QUAD   -  SILVER STAR MTN (1963)
 TQ0351
 TQ0351                         *CURRENT SURVEY CONTROL
 TQ0351  ___________________________________________________________________
 TQ0351* NAD 83(1986)-  48 35 31.     (N)    120 30 44.     (W)     SCALED    
 TQ0351* NAVD 88     -       911.844  (meters)    2991.61   (feet)  ADJUSTED  
 TQ0351  ___________________________________________________________________
 TQ0351  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TQ0351  DYNAMIC HT  -         911.875 (meters)    2991.71  (feet)  COMP
 TQ0351  MODELED GRAV-     980,614.4   (mgal)                       NAVD 88
 TQ0351
 TQ0351  VERT ORDER  -  FIRST     CLASS II
 TQ0351
 TQ0351.The horizontal coordinates were scaled from a topographic map and have
 TQ0351.an estimated accuracy of +/- 6 seconds.
 TQ0351
 TQ0351.The orthometric height was determined by differential leveling
 TQ0351.and adjusted by the National Geodetic Survey in June 1991..
 TQ0351
 TQ0351.The geoid height was determined by GEOID03.
 TQ0351
 TQ0351.The dynamic height is computed by dividing the NAVD 88
 TQ0351.geopotential number by the normal gravity value computed on the
 TQ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0351.degrees latitude (g = 980.6199 gals.).
 TQ0351
 TQ0351.The modeled gravity was interpolated from observed gravity values.
 TQ0351
 TQ0351;                    North         East    Units  Estimated Accuracy
 TQ0351;SPC WA N     -   177,050.      523,690.      MT  (+/- 180 meters Scaled)
 TQ0351
 TQ0351                          SUPERSEDED SURVEY CONTROL
 TQ0351
 TQ0351.No superseded survey control is available for this station.
 TQ0351
 TQ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU834850(NAD 83)
 TQ0351_MARKER: I = METAL ROD
 TQ0351_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TQ0351_SP_SET: STAINLESS STEEL ROD
 TQ0351_STAMPING: E 515 1982
 TQ0351_MARK LOGO: NGS   
 TQ0351_PROJECTION: FLUSH
 TQ0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0351_ROD/PIPE-DEPTH: 3.4  meters
 TQ0351
 TQ0351  HISTORY     - Date     Condition        Report By
 TQ0351  HISTORY     - 1982     MONUMENTED       NGS
 TQ0351
 TQ0351                          STATION DESCRIPTION
 TQ0351
 TQ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0351'8.3 KM (5.2 MI) WEST FROM MAZAMA.
 TQ0351'0.3 KM (0.2 MI) SOUTHWEST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0351'OVER THE METHOW RIVER AT MAZAMA, THENCE 8.05 KM (5.05 MI) WEST ALONG
 TQ0351'STATE HIGHWAY 20, 1.4 KM (0.9 MI) WEST OF KLIPCHUCK ROAD, 0.4 KM (0.25
 TQ0351'MI) SOUTHEAST OF MILEPOST 174, 29.0 METERS (95 FT) SOUTHEAST OF THE
 TQ0351'NORTHWEST END OF A 25 BY 135 FOOT FLAT, AT THE NORTHWEST END OF A
 TQ0351'HIGHWAY CURVE, 11.9 METERS (39 FT) NORTHEAST OF THE CENTERLINE OF
 TQ0351'THE HIGHWAY, 19.1 METERS (62.5 FT) NORTHWEST OF THE NORTHEAST END OF A
 TQ0351'18 INCH CORRUGATED METAL PIPE CULVERT, 5.6 METERS (18.5 FT) SOUTHWEST
 TQ0351'OF THE SOUTHWEST EDGE OF A 4 BY 4 FOOT YELLOW BOULDER ON THE NORTHEAST
 TQ0351'EDGE OF THE FLAT.
 TQ0351'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 TQ0351'THE MARK IS 1.5 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0879 ***********************************************************************
 SX0879  DESIGNATION -  E 516
 SX0879  PID         -  SX0879
 SX0879  STATE/COUNTY-  WA/KITTITAS
 SX0879  USGS QUAD   -  TEANAWAY (1985)
 SX0879
 SX0879                         *CURRENT SURVEY CONTROL
 SX0879  ___________________________________________________________________
 SX0879* NAD 83(1986)-  47 11 35.     (N)    120 45 46.     (W)     SCALED    
 SX0879* NAVD 88     -       635.552  (meters)    2085.14   (feet)  ADJUSTED  
 SX0879  ___________________________________________________________________
 SX0879  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 SX0879  DYNAMIC HT  -         635.563 (meters)    2085.18  (feet)  COMP
 SX0879  MODELED GRAV-     980,609.7   (mgal)                       NAVD 88
 SX0879
 SX0879  VERT ORDER  -  FIRST     CLASS II
 SX0879
 SX0879.The horizontal coordinates were scaled from a topographic map and have
 SX0879.an estimated accuracy of +/- 6 seconds.
 SX0879
 SX0879.The orthometric height was determined by differential leveling
 SX0879.and adjusted by the National Geodetic Survey in June 1991..
 SX0879
 SX0879.The geoid height was determined by GEOID03.
 SX0879
 SX0879.The dynamic height is computed by dividing the NAVD 88
 SX0879.geopotential number by the normal gravity value computed on the
 SX0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0879.degrees latitude (g = 980.6199 gals.).
 SX0879
 SX0879.The modeled gravity was interpolated from observed gravity values.
 SX0879
 SX0879;                    North         East    Units  Estimated Accuracy
 SX0879;SPC WA S     -   206,750.      480,090.      MT  (+/- 180 meters Scaled)
 SX0879
 SX0879                          SUPERSEDED SURVEY CONTROL
 SX0879
 SX0879.No superseded survey control is available for this station.
 SX0879
 SX0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT694290(NAD 83)
 SX0879_MARKER: DB = BENCH MARK DISK
 SX0879_SETTING: 66 = SET IN ROCK OUTCROP
 SX0879_SP_SET: ROCK OUTCROP
 SX0879_STAMPING: E 516 1982
 SX0879_MARK LOGO: NGS   
 SX0879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0879+STABILITY: POSITION/ELEVATION WELL
 SX0879
 SX0879  HISTORY     - Date     Condition        Report By
 SX0879  HISTORY     - 1982     MONUMENTED       NGS
 SX0879  HISTORY     - 1987     GOOD             USPSQD
 SX0879  HISTORY     - 1988     GOOD             USPSQD
 SX0879
 SX0879                          STATION DESCRIPTION
 SX0879
 SX0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0879'14.3 KM (8.9 MI) EAST FROM CLE ELUM.
 SX0879'14.3 KM (8.9 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0879'CLE ELUM, AT THE BEGINNING OF A LONG CURVE IN THE HIGHWAY FROM
 SX0879'SOUTHEAST TO NORTHEAST, AT THE HIGHEST POINT OF A SMALL KNOLL FORMED
 SX0879'BY THE NORTHEAST CUT IN THE HIGHWAY WITH A LONE 6 INCH PONDEROSA PINE
 SX0879'ON TOP, IN TOP A 3 BY 3 FOOT EXPOSED PORTION OF AN OUTCROP, 0.8 KM
 SX0879'(0.5 MI) SOUTHEAST OF MILEPOST 7, 21 METERS (69 FT) NORTHEAST OF THE
 SX0879'HIGHWAY CENTERLINE, 8 METERS (26 FT) WEST OF A PINE TREE, 5 METERS (16
 SX0879'FT) NORTHEAST OF THE TOP EDGE OF A CUT, 4 METERS (13 FT) SOUTHWEST OF
 SX0879'A RIGHT OF WAY FENCE LINE, 35 METERS (115.0 FT) NORTHWEST OF THE
 SX0879'SOUTHWEST END OF A LONG STEEL GUARD RAIL.
 SX0879'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SX0879'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 SX0879
 SX0879                          STATION RECOVERY (1987)
 SX0879
 SX0879'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX0879'RECOVERED IN GOOD CONDITION.
 SX0879
 SX0879                          STATION RECOVERY (1988)
 SX0879
 SX0879'RECOVERY NOTE BY US POWER SQUADRON 1988 (GD)
 SX0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0903 ***********************************************************************
 SX0903  DESIGNATION -  E 517
 SX0903  PID         -  SX0903
 SX0903  STATE/COUNTY-  WA/CHELAN
 SX0903  USGS QUAD   -  LIBERTY (1989)
 SX0903
 SX0903                         *CURRENT SURVEY CONTROL
 SX0903  ___________________________________________________________________
 SX0903* NAD 83(1986)-  47 21 13.     (N)    120 39 54.     (W)     SCALED    
 SX0903* NAVD 88     -      1185.049  (meters)    3887.95   (feet)  ADJUSTED  
 SX0903  ___________________________________________________________________
 SX0903  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 SX0903  DYNAMIC HT  -        1184.982 (meters)    3887.73  (feet)  COMP
 SX0903  MODELED GRAV-     980,514.2   (mgal)                       NAVD 88
 SX0903
 SX0903  VERT ORDER  -  FIRST     CLASS II
 SX0903
 SX0903.The horizontal coordinates were scaled from a topographic map and have
 SX0903.an estimated accuracy of +/- 6 seconds.
 SX0903
 SX0903.The orthometric height was determined by differential leveling
 SX0903.and adjusted by the National Geodetic Survey in June 1991..
 SX0903
 SX0903.The geoid height was determined by GEOID03.
 SX0903
 SX0903.The dynamic height is computed by dividing the NAVD 88
 SX0903.geopotential number by the normal gravity value computed on the
 SX0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0903.degrees latitude (g = 980.6199 gals.).
 SX0903
 SX0903.The modeled gravity was interpolated from observed gravity values.
 SX0903
 SX0903;                    North         East    Units  Estimated Accuracy
 SX0903;SPC WA N     -    39,330.      512,720.      MT  (+/- 180 meters Scaled)
 SX0903
 SX0903                          SUPERSEDED SURVEY CONTROL
 SX0903
 SX0903.No superseded survey control is available for this station.
 SX0903
 SX0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT763471(NAD 83)
 SX0903_MARKER: DB = BENCH MARK DISK
 SX0903_SETTING: 66 = SET IN ROCK OUTCROP
 SX0903_SP_SET: ROCK OUTCROP
 SX0903_STAMPING: E 517 1982
 SX0903_MARK LOGO: NGS   
 SX0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0903+STABILITY: POSITION/ELEVATION WELL
 SX0903
 SX0903  HISTORY     - Date     Condition        Report By
 SX0903  HISTORY     - 1982     MONUMENTED       NGS
 SX0903  HISTORY     - 1988     GOOD             USPSQD
 SX0903
 SX0903                          STATION DESCRIPTION
 SX0903
 SX0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0903'42.5 KM (26.4 MI) NE FROM CLE ELUM.
 SX0903'18.8 KM (11.7 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0903'CLE ELUM, THENCE 15.8 KM (9.8 MI) NORTHEAST ALONG US HIGHWAY 97,
 SX0903'THENCE 7.9 KM (4.9 MI) NORTH ALONG OLD BLEWETT ROAD, IN TOP OF A 3 BY
 SX0903'4 FOOT LEDGE IN A MASSIVE OUTCROP, AT A SHARP TURN FROM EAST TO NORTH,
 SX0903'1.1 KM (0.7 MI) NORTH OF THE SUMMIT, 5 METERS (16.4 FT) NORTH OF THE
 SX0903'CENTERLINE OF THE ROAD.
 SX0903'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SX0903'THE MARK IS 0.7 M ABOVE THE ROAD.
 SX0903
 SX0903                          STATION RECOVERY (1988)
 SX0903
 SX0903'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0927 ***********************************************************************
 SX0927  FBN         -  This is a Federal Base Network Control Station.
 SX0927  DESIGNATION -  E 518
 SX0927  PID         -  SX0927
 SX0927  STATE/COUNTY-  WA/CHELAN
 SX0927  USGS QUAD   -  PESHASTIN (1989)
 SX0927
 SX0927                         *CURRENT SURVEY CONTROL
 SX0927  ___________________________________________________________________
 SX0927* NAD 83(1998)-  47 33 31.98734(N)    120 35 31.58848(W)     ADJUSTED  
 SX0927* NAVD 88     -       330.370  (meters)    1083.89   (feet)  ADJUSTED  
 SX0927  ___________________________________________________________________
 SX0927  X           -  -2,194,602.253 (meters)                     COMP
 SX0927  Y           -  -3,712,036.614 (meters)                     COMP
 SX0927  Z           -   4,684,148.142 (meters)                     COMP
 SX0927  LAPLACE CORR-          -8.05  (seconds)                    DEFLEC99
 SX0927  ELLIP HEIGHT-         311.43  (meters)          (03/21/00) GPS OBS
 SX0927  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 SX0927  DYNAMIC HT  -         330.396 (meters)    1083.97  (feet)  COMP
 SX0927  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 SX0927
 SX0927  HORZ ORDER  -  A
 SX0927  VERT ORDER  -  FIRST     CLASS II
 SX0927  ELLP ORDER  -  THIRD     CLASS II
 SX0927
 SX0927.The horizontal coordinates were established by GPS observations
 SX0927.and adjusted by the National Geodetic Survey in March 2000..
 SX0927.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX0927.DATUM ITEM on the data sheet items page.
 SX0927
 SX0927.The orthometric height was determined by differential leveling
 SX0927.and adjusted by the National Geodetic Survey in June 1991..
 SX0927.WARNING-GPS observations at this control monument resulted in a GPS
 SX0927.derived orthometric height which differed from the leveled height by
 SX0927.more than one decimeter (0.1 meter).
 SX0927
 SX0927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX0927
 SX0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0927
 SX0927.The ellipsoidal height was determined by GPS observations
 SX0927.and is referenced to NAD 83.
 SX0927
 SX0927.The geoid height was determined by GEOID03.
 SX0927
 SX0927.The dynamic height is computed by dividing the NAVD 88
 SX0927.geopotential number by the normal gravity value computed on the
 SX0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0927.degrees latitude (g = 980.6199 gals.).
 SX0927
 SX0927.The modeled gravity was interpolated from observed gravity values.
 SX0927
 SX0927;                    North         East     Units Scale Factor Converg.
 SX0927;SPC WA N     -    62,166.506   518,154.232   MT  0.99998954   +0 10 46.6
 SX0927;SPC WA N     -   203,957.95  1,699,977.68   sFT  0.99998954   +0 10 46.6
 SX0927;UTM  10      - 5,270,083.750   681,139.047   MT  1.00000323   +1 46 38.8
 SX0927
 SX0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0927!SPC WA N     -   0.99995119  x   0.99998954  =   0.99994073
 SX0927!UTM  10      -   0.99995119  x   1.00000323  =   0.99995442
 SX0927
 SX0927                          SUPERSEDED SURVEY CONTROL
 SX0927
 SX0927  NAD 83(1991)-  47 33 31.98584(N)    120 35 31.58957(W) AD(       ) B
 SX0927  ELLIP H (05/29/91)  311.52   (m)                       GP(       ) 4 1
 SX0927  NGVD 29 (05/29/91)  329.21   (m)         1080.1    (f) LEVELING    3  
 SX0927
 SX0927.Superseded values are not recommended for survey control.
 SX0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0927.See file dsdata.txt to determine how the superseded data were derived.
 SX0927
 SX0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8113970084(NAD 83)
 SX0927_MARKER: I = METAL ROD
 SX0927_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SX0927_SP_SET: STAINLESS STEEL ROD
 SX0927_STAMPING: E 518 1982
 SX0927_MARK LOGO: NGS   
 SX0927_PROJECTION: FLUSH
 SX0927_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX0927+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1998
 SX0927_ROD/PIPE-DEPTH: 2.1  meters
 SX0927
 SX0927  HISTORY     - Date     Condition        Report By
 SX0927  HISTORY     - 1982     MONUMENTED       NGS
 SX0927  HISTORY     - 1988     GOOD             USPSQD
 SX0927  HISTORY     - 19891121 GOOD             NGS
 SX0927  HISTORY     - 19900919 GOOD
 SX0927  HISTORY     - 19980709 GOOD             USFS
 SX0927
 SX0927                          STATION DESCRIPTION
 SX0927
 SX0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0927'23.0 KM (14.3 MI) SW FROM WENATCHEE.
 SX0927'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 SX0927'23.0 KM (14.3 MI) WEST ALONG US HIGHWAY 2 FROM THE CROSSING OF US
 SX0927'HIGHWAY 97 AT WENATCHEE, DIRECTLY ACROSS HIGHWAY 2 FROM THE BIG Y CAFE
 SX0927'AND THE EXXON GAS STATION, AT A SINGLE POWER POLE BEARING ONE GUY
 SX0927'WIRE, AT THE SOUTHWEST EDGE OF AN ORCHARD, 0.3 KM (0.2 MI) NORTHWEST
 SX0927'OF THE T JUNCTION OF US HIGHWAYS 97 AND 2, AT A POINT WHERE HIGHWAY 2
 SX0927'CHANGES FROM A 4 LANE TO A 2 LANE, 48 METERS (157 FT) SOUTHEAST OF THE
 SX0927'SOUTHEAST CORNER OF A ONE STORY METAL WAREHOUSE, 26 METERS (85.0 FT)
 SX0927'NORTHEAST OF THE CENTERLINE OF HIGHWAY 2, 12 METERS (39.0 FT)
 SX0927'SOUTHWEST OF THE SOUTHWEST EDGE OF THE ORCHARD, 7 METERS (23.0 FT)
 SX0927'SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD ALONG THE EDGE OF AN
 SX0927'ORCHARD, 6 METERS (20 FT) SOUTH-SOUTHEAST OF A GUY WIRE ANCHOR, 1
 SX0927'METER (3.3 FT) NORTHWEST OF A POWER LINE POLE.
 SX0927'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 SX0927
 SX0927                          STATION RECOVERY (1988)
 SX0927
 SX0927'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0927'RECOVERED IN GOOD CONDITION.
 SX0927
 SX0927                          STATION RECOVERY (1989)
 SX0927
 SX0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SX0927'THE STATION IS LOCATED ABOUT 48.3 KM (30.0 MI) NORTH-NORTHEAST OF CLE
 SX0927'ELUM, 27.4 KM (17.0 MI) NORTHWEST OF WENATCHEE, 27.4 KM (17.0 MI)
 SX0927'SOUTH-SOUTHWEST OF ARDENVOIR, 22.5 KM (14.0 MI) SOUTH OF PLAIN, 1.6 KM
 SX0927'(1.0 MI) EAST OF PESHASTIN AND AT THE JUNCTION OF US HIGHWAYS 2 AND
 SX0927'97.
 SX0927'TO REACH FROM THE POST OFFICE IN PESHASTIN AT THE INTERSECTION OF
 SX0927'ORCHARD STREET AND MAIN STREET, GO EAST ON MAIN STREET FOR 0.16 KM
 SX0927'(0.10 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON MAIN
 SX0927'STREET FOR 0.64 KM (0.40 MI) TO THE JUNCTION OF US HIGHWAY 2.  TURN
 SX0927'LEFT AND GO EAST ON US HIGHWAY 2 FOR 1.29 KM (0.80 MI) TO THE HAUFF
 SX0927'ORCHARD ON THE LEFT AND THE STATION.
 SX0927'THE MARK IS THE TOP OF A STAINLESS STEEL ROD SET UNDER A STANDARD
 SX0927'5-INCH LOGO COUVER.  IT IS 48 M (157.5 FT) SOUTHEAST OF THE SOUTHEAST
 SX0927'CORNER OF A METAL STORAGE BUILDING, 26 M (85.3 FT) NORTH OF THE
 SX0927'CNETER OF US HIGHWAY 2, 12.0 M (39.4 FT) SOUTHWEST OF THE SOUTHWEST
 SX0927'EDGE OF THE ORCHARD, 1.0 M (3.3 FT) NORTHWEST OF A POWER LINE POLE
 SX0927'AND 1.0 M (3.3 FT) SOUTHEAST OF A WITNESS POST.
 SX0927'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SX0927
 SX0927                          STATION RECOVERY (1990)
 SX0927
 SX0927'RECOVERED 1990
 SX0927'RECOVERED IN GOOD CONDITION.
 SX0927
 SX0927                          STATION RECOVERY (1998)
 SX0927
 SX0927'RECOVERY NOTE BY US FOREST SERVICE 1998 (KC)
 SX0927'NOTE STATION IS .1 MI (0.2 KM) WESTERLY OF JUNCTION OF 97 AND 2 (ON
 SX0927'NORTH SIDE OF HWY 2) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0954 ***********************************************************************
 SX0954  DESIGNATION -  E 519
 SX0954  PID         -  SX0954
 SX0954  STATE/COUNTY-  WA/CHELAN
 SX0954  USGS QUAD   -  ROCKY REACH DAM (1987)
 SX0954
 SX0954                         *CURRENT SURVEY CONTROL
 SX0954  ___________________________________________________________________
 SX0954* NAD 83(1986)-  47 32 33.     (N)    120 17 38.     (W)     SCALED    
 SX0954* NAVD 88     -       223.705  (meters)     733.94   (feet)  ADJUSTED  
 SX0954  ___________________________________________________________________
 SX0954  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 SX0954  DYNAMIC HT  -         223.729 (meters)     734.02  (feet)  COMP
 SX0954  MODELED GRAV-     980,718.2   (mgal)                       NAVD 88
 SX0954
 SX0954  VERT ORDER  -  FIRST     CLASS II
 SX0954
 SX0954.The horizontal coordinates were scaled from a topographic map and have
 SX0954.an estimated accuracy of +/- 6 seconds.
 SX0954
 SX0954.The orthometric height was determined by differential leveling
 SX0954.and adjusted by the National Geodetic Survey in June 1991..
 SX0954
 SX0954.The geoid height was determined by GEOID03.
 SX0954
 SX0954.The dynamic height is computed by dividing the NAVD 88
 SX0954.geopotential number by the normal gravity value computed on the
 SX0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0954.degrees latitude (g = 980.6199 gals.).
 SX0954
 SX0954.The modeled gravity was interpolated from observed gravity values.
 SX0954
 SX0954;                    North         East    Units  Estimated Accuracy
 SX0954;SPC WA N     -    60,460.      540,610.      MT  (+/- 180 meters Scaled)
 SX0954
 SX0954                          SUPERSEDED SURVEY CONTROL
 SX0954
 SX0954.No superseded survey control is available for this station.
 SX0954
 SX0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT036690(NAD 83)
 SX0954_MARKER: DB = BENCH MARK DISK
 SX0954_SETTING: 66 = SET IN ROCK OUTCROP
 SX0954_SP_SET: ROCK OUTCROP
 SX0954_STAMPING: E 519 1982
 SX0954_MARK LOGO: NGS   
 SX0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0954+STABILITY: POSITION/ELEVATION WELL
 SX0954
 SX0954  HISTORY     - Date     Condition        Report By
 SX0954  HISTORY     - 1982     MONUMENTED       NGS
 SX0954  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SX0954
 SX0954                          STATION DESCRIPTION
 SX0954
 SX0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0954'9.5 KM (5.9 MI) NORTH FROM WENATCHEE.
 SX0954'9.5 KM (5.9 MI) NORTH ALONG US HIGHWAY 97 FROM THE CROSSING OF US
 SX0954'HIGHWAY 2 AT WENATCHEE, IN TOP OF A SMALL PORTION OF A MASSIVE OUTCROP
 SX0954'PROJECTING 2 FEET FROM THE BASE OF THE NORTH END OF A ROCK HIGHWAY
 SX0954'CUT, AND AT HIGHWAY MILEPOST 205, 97 PACES NORTH ACROSS THE HIGHWAY
 SX0954'FROM RAILROAD MILEPOST 9, 0.3 KM (0.2 MI) SOUTHWEST OF THE T JUNCTION
 SX0954'OF SWAKANE CANYON ROAD, 63 METERS (207 FT) SOUTHWEST ACROSS THE
 SX0954'HIGHWAY FROM THE MILEPOST, 39 METERS (128 FT) SOUTHWEST ACROSS THE
 SX0954'HIGHWAY FROM A POWER LINE POLE, 25 METERS (82 FT) NORTHWEST OF THE
 SX0954'NORTHWEST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 10 METERS (33.0
 SX0954'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 SX0954'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 SX0954'THE MARK IS 0.8 M ABOVE THE CENTERLINE.
 SX0954
 SX0954                          STATION RECOVERY (1989)
 SX0954
 SX0954'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SX0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0005 ***********************************************************************
 SW0005  DESIGNATION -  E 52
 SW0005  PID         -  SW0005
 SW0005  STATE/COUNTY-  WA/STEVENS
 SW0005  USGS QUAD   -  MC COY LAKE (1985)
 SW0005
 SW0005                         *CURRENT SURVEY CONTROL
 SW0005  ___________________________________________________________________
 SW0005* NAD 83(1986)-  47 56 48.     (N)    118 12 44.     (W)     SCALED    
 SW0005* NAVD 88     -       359.663  (meters)    1179.99   (feet)  ADJUSTED  
 SW0005  ___________________________________________________________________
 SW0005  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 SW0005  DYNAMIC HT  -         359.692 (meters)    1180.09  (feet)  COMP
 SW0005  MODELED GRAV-     980,681.6   (mgal)                       NAVD 88
 SW0005
 SW0005  VERT ORDER  -  SECOND    CLASS 0
 SW0005
 SW0005.The horizontal coordinates were scaled from a topographic map and have
 SW0005.an estimated accuracy of +/- 6 seconds.
 SW0005
 SW0005.The orthometric height was determined by differential leveling
 SW0005.and adjusted by the National Geodetic Survey in June 1991..
 SW0005
 SW0005.The geoid height was determined by GEOID03.
 SW0005
 SW0005.The dynamic height is computed by dividing the NAVD 88
 SW0005.geopotential number by the normal gravity value computed on the
 SW0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0005.degrees latitude (g = 980.6199 gals.).
 SW0005
 SW0005.The modeled gravity was interpolated from observed gravity values.
 SW0005
 SW0005;                    North         East    Units  Estimated Accuracy
 SW0005;SPC WA N     -   108,590.      695,760.      MT  (+/- 180 meters Scaled)
 SW0005
 SW0005                          SUPERSEDED SURVEY CONTROL
 SW0005
 SW0005  NGVD 29 (??/??/92)  358.441  (m)         1175.99   (f) ADJ UNCH    2 0
 SW0005
 SW0005.Superseded values are not recommended for survey control.
 SW0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0005.See file dsdata.txt to determine how the superseded data were derived.
 SW0005
 SW0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP094110(NAD 83)
 SW0005_MARKER: DB = BENCH MARK DISK
 SW0005_SETTING: 0 = UNSPECIFIED SETTING
 SW0005_STAMPING: E 52 1934
 SW0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0005
 SW0005  HISTORY     - Date     Condition        Report By
 SW0005  HISTORY     - 1934     MONUMENTED       CGS
 SW0005  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0005
 SW0005                          STATION DESCRIPTION
 SW0005
 SW0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SW0005'11.8 MI S FROM FRUITLAND.
 SW0005'11.8 MI. S. ALONG WASH. STATE HWY. NO. 22 FROM POST OFFICE AT
 SW0005'FRUITLAND.  ALONG THE RIGHT OF WAY OF STATE HWY. NO. 22.  1.4 N.W. OF
 SW0005'DETILLION BRIDGE, 36 FEET SOUTH OF CENTER LINE OF HWY. SOUTH OF HIGH
 SW0005'ROCK CLIFFS, ON SMALL KNOLL.  NOTE-- BELIEVED UNDER WATER.
 SW0005
 SW0005                          STATION RECOVERY (1966)
 SW0005
 SW0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1025 ***********************************************************************
 SW1025  DESIGNATION -  E 520
 SW1025  PID         -  SW1025
 SW1025  STATE/COUNTY-  WA/CHELAN
 SW1025  USGS QUAD   -  CHELAN FALLS (1981)
 SW1025
 SW1025                         *CURRENT SURVEY CONTROL
 SW1025  ___________________________________________________________________
 SW1025* NAD 83(1986)-  47 47 42.     (N)    119 59 22.     (W)     SCALED    
 SW1025* NAVD 88     -       232.513  (meters)     762.84   (feet)  ADJUSTED  
 SW1025  ___________________________________________________________________
 SW1025  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SW1025  DYNAMIC HT  -         232.542 (meters)     762.93  (feet)  COMP
 SW1025  MODELED GRAV-     980,733.8   (mgal)                       NAVD 88
 SW1025
 SW1025  VERT ORDER  -  FIRST     CLASS II
 SW1025
 SW1025.The horizontal coordinates were scaled from a topographic map and have
 SW1025.an estimated accuracy of +/- 6 seconds.
 SW1025
 SW1025.The orthometric height was determined by differential leveling
 SW1025.and adjusted by the National Geodetic Survey in June 1991..
 SW1025
 SW1025.The geoid height was determined by GEOID03.
 SW1025
 SW1025.The dynamic height is computed by dividing the NAVD 88
 SW1025.geopotential number by the normal gravity value computed on the
 SW1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW1025.degrees latitude (g = 980.6199 gals.).
 SW1025
 SW1025.The modeled gravity was interpolated from observed gravity values.
 SW1025
 SW1025;                    North         East    Units  Estimated Accuracy
 SW1025;SPC WA N     -    88,740.      563,220.      MT  (+/- 180 meters Scaled)
 SW1025
 SW1025                          SUPERSEDED SURVEY CONTROL
 SW1025
 SW1025.No superseded survey control is available for this station.
 SW1025
 SW1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN761978(NAD 83)
 SW1025_MARKER: DB = BENCH MARK DISK
 SW1025_SETTING: 80 = SET IN A BOULDER
 SW1025_SP_SET: BOULDER
 SW1025_STAMPING: E 520 1982
 SW1025_MARK LOGO: NGS   
 SW1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1025+STABILITY: SURFACE MOTION
 SW1025
 SW1025  HISTORY     - Date     Condition        Report By
 SW1025  HISTORY     - 1982     MONUMENTED       NGS
 SW1025
 SW1025                          STATION DESCRIPTION
 SW1025
 SW1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SW1025'0.6 KM (0.4 MI) SW FROM CHELAN FALLS.
 SW1025'0.6 KM (0.4 MI) SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SW1025'THE POST OFFICE IN CHELAN FALLS, IN TOP OF THE HIGHEST POINT OF A 3 BY
 SW1025'5 FOOT OUTCROP PROJECTING 1.5 FEET ABOVE THE GROUND, AT THE NORTHWEST
 SW1025'CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING WEST TO A TWO STORY
 SW1025'HOUSE, AT THE SOUTHEAST EDGE OF AN ORCHARD, 0.7 KM (0.45 MI) NORTHEAST
 SW1025'OF MILEPOST 37, 10 METERS (33 FT) NORTHWEST OF THE CENTERLINE OF A
 SW1025'PAVED ROAD, 17.4 METERS (57 FT) NORTHEAST OF THE CENTERLINE OF A DIRT
 SW1025'ROAD, 24.1 METERS (79 FT) NORTHEAST OF AN UNDER GROUND CABLE BOX, 19.4
 SW1025'METERS (63.5 FT) NORTH OF AND ACROSS THE PAVED ROAD FROM A POWER LINE
 SW1025'POLE.
 SW1025'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 SW1025'THE MARK IS 1 M ABOVE THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0393 ***********************************************************************
 TQ0393  DESIGNATION -  E 521
 TQ0393  PID         -  TQ0393
 TQ0393  STATE/COUNTY-  WA/WHATCOM
 TQ0393  USGS QUAD   -  CRATER MOUNTAIN (1973)
 TQ0393
 TQ0393                         *CURRENT SURVEY CONTROL
 TQ0393  ___________________________________________________________________
 TQ0393* NAD 83(1986)-  48 42 45.     (N)    120 59 40.     (W)     SCALED    
 TQ0393* NAVD 88     -       621.367  (meters)    2038.60   (feet)  ADJUSTED  
 TQ0393  ___________________________________________________________________
 TQ0393  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 TQ0393  DYNAMIC HT  -         621.423 (meters)    2038.79  (feet)  COMP
 TQ0393  MODELED GRAV-     980,681.9   (mgal)                       NAVD 88
 TQ0393
 TQ0393  VERT ORDER  -  FIRST     CLASS II
 TQ0393
 TQ0393.The horizontal coordinates were scaled from a topographic map and have
 TQ0393.an estimated accuracy of +/- 6 seconds.
 TQ0393
 TQ0393.The orthometric height was determined by differential leveling
 TQ0393.and adjusted by the National Geodetic Survey in June 1991..
 TQ0393
 TQ0393.The geoid height was determined by GEOID03.
 TQ0393
 TQ0393.The dynamic height is computed by dividing the NAVD 88
 TQ0393.geopotential number by the normal gravity value computed on the
 TQ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0393.degrees latitude (g = 980.6199 gals.).
 TQ0393
 TQ0393.The modeled gravity was interpolated from observed gravity values.
 TQ0393
 TQ0393;                    North         East    Units  Estimated Accuracy
 TQ0393;SPC WA N     -   190,420.      488,140.      MT  (+/- 180 meters Scaled)
 TQ0393
 TQ0393                          SUPERSEDED SURVEY CONTROL
 TQ0393
 TQ0393.No superseded survey control is available for this station.
 TQ0393
 TQ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU475974(NAD 83)
 TQ0393_MARKER: DB = BENCH MARK DISK
 TQ0393_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0393_SP_SET: ROCK OUTCROP
 TQ0393_STAMPING: E 521 1982
 TQ0393_MARK LOGO: NGS   
 TQ0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0393+STABILITY: POSITION/ELEVATION WELL
 TQ0393
 TQ0393  HISTORY     - Date     Condition        Report By
 TQ0393  HISTORY     - 1982     MONUMENTED       NGS
 TQ0393
 TQ0393                          STATION DESCRIPTION
 TQ0393
 TQ0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0393'27.4 KM (17.1 MI) EAST FROM NEWHALEM.
 TQ0393'27.45 KM (17.15 MI) EAST ALONG STATE HIGHWAY 20 FROM THE GRAMMAR
 TQ0393'SCHOOL AT NEWHALEM, IN THE TOP CENTER OF A 1 BY 1 FOOT SHELF OF
 TQ0393'GRANITE AT THE BASE OF AND 11.0 METERS (36 FT) NORTHWEST OF THE
 TQ0393'SOUTHEAST END OF A 100 FOOT LONG BY 30 FEET TALL VERTICAL GRANITE
 TQ0393'BEDROCK CUT, 0.8 KM (0.5 MI) NORTHWEST OF MILEPOST 138, 1.45 KM (0.9
 TQ0393'MI) NORTHWEST OF THE CROSSING OF PANTHER CREEK, 42.7 METERS (140 FT)
 TQ0393'SOUTHEAST OF THE SOUTHWEST END OF A 30 INCH CORRUGATED METAL PIPE
 TQ0393'CULVERT, 9.7 METERS (32 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 TQ0393'THE MARK IS 0.25 METERS  E FROM A WITNESS POST.
 TQ0393'THE MARK IS 0.3 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0360 ***********************************************************************
 TQ0360  DESIGNATION -  E 522
 TQ0360  PID         -  TQ0360
 TQ0360  STATE/COUNTY-  WA/OKANOGAN
 TQ0360  USGS QUAD   -  WASHINGTON PASS (1963)
 TQ0360
 TQ0360                         *CURRENT SURVEY CONTROL
 TQ0360  ___________________________________________________________________
 TQ0360* NAD 83(1986)-  48 33 17.     (N)    120 37 54.     (W)     SCALED    
 TQ0360* NAVD 88     -      1287.346  (meters)    4223.57   (feet)  ADJUSTED  
 TQ0360  ___________________________________________________________________
 TQ0360  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 TQ0360  DYNAMIC HT  -        1287.295 (meters)    4223.40  (feet)  COMP
 TQ0360  MODELED GRAV-     980,526.2   (mgal)                       NAVD 88
 TQ0360
 TQ0360  VERT ORDER  -  FIRST     CLASS II
 TQ0360
 TQ0360.The horizontal coordinates were scaled from a topographic map and have
 TQ0360.an estimated accuracy of +/- 6 seconds.
 TQ0360
 TQ0360.The orthometric height was determined by differential leveling
 TQ0360.and adjusted by the National Geodetic Survey in June 1991..
 TQ0360
 TQ0360.The geoid height was determined by GEOID03.
 TQ0360
 TQ0360.The dynamic height is computed by dividing the NAVD 88
 TQ0360.geopotential number by the normal gravity value computed on the
 TQ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0360.degrees latitude (g = 980.6199 gals.).
 TQ0360
 TQ0360.The modeled gravity was interpolated from observed gravity values.
 TQ0360
 TQ0360;                    North         East    Units  Estimated Accuracy
 TQ0360;SPC WA N     -   172,880.      514,890.      MT  (+/- 180 meters Scaled)
 TQ0360
 TQ0360                          SUPERSEDED SURVEY CONTROL
 TQ0360
 TQ0360.No superseded survey control is available for this station.
 TQ0360
 TQ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU747806(NAD 83)
 TQ0360_MARKER: DB = BENCH MARK DISK
 TQ0360_SETTING: 80 = SET IN A BOULDER
 TQ0360_SP_SET: BOULDER
 TQ0360_STAMPING: E 522 1982
 TQ0360_MARK LOGO: NGS   
 TQ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0360+STABILITY: SURFACE MOTION
 TQ0360
 TQ0360  HISTORY     - Date     Condition        Report By
 TQ0360  HISTORY     - 1982     MONUMENTED       NGS
 TQ0360
 TQ0360                          STATION DESCRIPTION
 TQ0360
 TQ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0360'21.1 KM (13.2 MI) WEST FROM MAZAMA.
 TQ0360'0.3 KM (0.2 MI) SOUTHWEST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0360'OVER THE METHOW RIVER AT MAZAMA, THENCE 20.85 KM (13.0 MI) WEST ALONG
 TQ0360'STATE HIGHWAY 20, IN TOP OF AND 0.3 METER (1 FT) SOUTH OF THE NORTH
 TQ0360'EDGE OF A 3 BY 3 FOOT EXPOSURE OF A GRANITE BOULDER IN A HIGHWAY CUT
 TQ0360'BANK, 1.1 KM (0.7 MI) SOUTH OF THE HIGHWAY BRIDGE OVER CUTTROAT CREEK,
 TQ0360'0.6 KM (0.38 MI) NORTH OF MILEPOST 166, 0.3 KM (0.19 MI) NORTH OF THE
 TQ0360'NORTH END OF A HIGHWAY PULLOFF, 57.5 METERS (188.5 FT) SOUTH OF THE
 TQ0360'WEST END OF A 30 INCH CORRUGATED METAL PIPE CULVERT, 11.9 METERS (39.0
 TQ0360'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 8.5 METERS (28 FT) NORTH
 TQ0360'OF THE NORTHEAST CORNER OF A 4 BY 10 FOOT FLAT TOP BOULDER ON THE CUT
 TQ0360'BANK BETWEEN TWO OTHER BOULDERS, 0.9 METER (3 FT) WEST OF THE EAST
 TQ0360'EDGE OF THE BOULDER.
 TQ0360'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 TQ0360'THE MARK IS 0.15 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0898 ***********************************************************************
 SB0898  DESIGNATION -  E 523
 SB0898  PID         -  SB0898
 SB0898  STATE/COUNTY-  WA/YAKIMA
 SB0898  USGS QUAD   -  TOPPENISH SW (1958)
 SB0898
 SB0898                         *CURRENT SURVEY CONTROL
 SB0898  ___________________________________________________________________
 SB0898* NAD 83(1986)-  46 15 22.     (N)    120 24 34.     (W)     SCALED    
 SB0898* NAVD 88     -       307.783  (meters)    1009.78   (feet)  ADJUSTED  
 SB0898  ___________________________________________________________________
 SB0898  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SB0898  DYNAMIC HT  -         307.779 (meters)    1009.77  (feet)  COMP
 SB0898  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 SB0898
 SB0898  VERT ORDER  -  FIRST     CLASS II
 SB0898
 SB0898.The horizontal coordinates were scaled from a topographic map and have
 SB0898.an estimated accuracy of +/- 6 seconds.
 SB0898
 SB0898.The orthometric height was determined by differential leveling
 SB0898.and adjusted by the National Geodetic Survey in June 1991..
 SB0898
 SB0898.The geoid height was determined by GEOID03.
 SB0898
 SB0898.The dynamic height is computed by dividing the NAVD 88
 SB0898.geopotential number by the normal gravity value computed on the
 SB0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0898.degrees latitude (g = 980.6199 gals.).
 SB0898
 SB0898.The modeled gravity was interpolated from observed gravity values.
 SB0898
 SB0898;                    North         East    Units  Estimated Accuracy
 SB0898;SPC WA S     -   102,570.      506,980.      MT  (+/- 180 meters Scaled)
 SB0898
 SB0898                          SUPERSEDED SURVEY CONTROL
 SB0898
 SB0898.No superseded survey control is available for this station.
 SB0898
 SB0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS996257(NAD 83)
 SB0898_MARKER: DV = VERTICAL CONTROL DISK
 SB0898_SETTING: 66 = SET IN ROCK OUTCROP
 SB0898_SP_SET: ROCK OUTCROP
 SB0898_STAMPING: E 523 1982
 SB0898_MARK LOGO: NGS   
 SB0898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0898+STABILITY: POSITION/ELEVATION WELL
 SB0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0898+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1990
 SB0898
 SB0898  HISTORY     - Date     Condition        Report By
 SB0898  HISTORY     - 1982     MONUMENTED       NGS
 SB0898  HISTORY     - 1989     GOOD             USPSQD
 SB0898  HISTORY     - 19900724 GOOD             WADT
 SB0898
 SB0898                          STATION DESCRIPTION
 SB0898
 SB0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0898'16.5 KM (10.3 MI) SOUTH FROM TOPPENISH.
 SB0898'16.55 KM (10.35 MI) SOUTH ALONG US HIGHWAY 97 FROM THE JUNCTION OF
 SB0898'STATE HIGHWAY 22 AT TOPPENISH, IN TOP OF AND 0.75 METER (2.5 FT)
 SB0898'NORTHEAST OF THE SOUTHWEST END OF A 3 BY 9 FOOT FLAT TOP VOLCANIC ROCK
 SB0898'SHELF IN A LONG HIGHWAY BEDROCK CUT, 0.32 KM (0.2 MI) NORTHEAST OF
 SB0898'MILEPOST 51 AND THE HIGHWAY BRIDGE OVER DRY CREEK, 0.18 KM (0.1 MI)
 SB0898'NORTHEAST OF THE T JUNCTION OF A ROAD LEADING EAST, 11.2 METERS (36.5
 SB0898'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.3 METER (1 FT) NORTHWEST OF
 SB0898'THE SOUTHEAST EDGE OF THE ROCK SHELF, 0.9 METER (3 FT) ABOVE THE
 SB0898'GROUND.
 SB0898'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 SB0898'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SB0898
 SB0898                          STATION RECOVERY (1989)
 SB0898
 SB0898'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0898'RECOVERED IN GOOD CONDITION.
 SB0898
 SB0898                          STATION RECOVERY (1990)
 SB0898
 SB0898'RECOVERY NOTE BY WA DEPT OF TRANSP 1990
 SB0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1198 ***********************************************************************
 SB1198  DESIGNATION -  E 523 RESET
 SB1198  PID         -  SB1198
 SB1198  STATE/COUNTY-  WA/YAKIMA
 SB1198  USGS QUAD   -  TOPPENISH SW (1958)
 SB1198
 SB1198                         *CURRENT SURVEY CONTROL
 SB1198  ___________________________________________________________________
 SB1198* NAD 83(1986)-  46 15 22.     (N)    120 24 34.     (W)     SCALED    
 SB1198* NAVD 88     -       304.52   (meters)     999.1    (feet)  RESET     
 SB1198  ___________________________________________________________________
 SB1198  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SB1198
 SB1198  VERT ORDER  -  THIRD
 SB1198
 SB1198.The horizontal coordinates were scaled from a topographic map and have
 SB1198.an estimated accuracy of +/- 6 seconds.
 SB1198
 SB1198.The orthometric height was computed from unverified reset data.
 SB1198.No vertical observational check was made to the station.
 SB1198
 SB1198.The geoid height was determined by GEOID03.
 SB1198
 SB1198;                    North         East    Units  Estimated Accuracy
 SB1198;SPC WA S     -   102,570.      506,980.      MT  (+/- 180 meters Scaled)
 SB1198
 SB1198                          SUPERSEDED SURVEY CONTROL
 SB1198
 SB1198.No superseded survey control is available for this station.
 SB1198
 SB1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS996257(NAD 83)
 SB1198_MARKER: DV = VERTICAL CONTROL DISK
 SB1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB1198_SP_SET: CONCRETE POST
 SB1198_STAMPING: E 523 RESET 1990
 SB1198_MARK LOGO: NGS   
 SB1198_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1198+STABILITY: SURFACE MOTION
 SB1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1198+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SB1198
 SB1198  HISTORY     - Date     Condition        Report By
 SB1198  HISTORY     - 1990     MONUMENTED       WADT
 SB1198
 SB1198                          STATION DESCRIPTION
 SB1198
 SB1198'DESCRIBED BY WA DEPT OF TRANSP 1990
 SB1198'THE STATION IS LCATED ABOUT 35.4 KM (22.0 MI) SOUTH OF YAKIMA, 14.5 KM
 SB1198'(9.0 MI) SOUTH-SOUTHWEST OF TOPPENISH AND ON RIGHT-OF-WAY FOR US
 SB1198'HIGHWAY 97.
 SB1198'TO REACH FROM THE JUNCTION OF US HIGHWAY 97 AND STATE ROUTE 22 IN
 SB1198'TOPPENISH, GO SOUTH ON US HIGHWAY 97 FOR 16.55 KM (10.28 MI) TO THE
 SB1198'STATION ON LEFT,  IN THE TOP OF A CONCRETE MONUMENT THAT IS .30 M
 SB1198'(0.98 FT) IN DIAMETER AND PROJECTS .10 M (0.33 FT) ABOVE THE GROUND
 SB1198'SURFACE.  IT IS 258 M (846.5 FT) NORTH OF THE CENTER OF THE BRIDGE
 SB1198'OVER DRY CREEK, 59.44 M (195.01 FT) NORTH OF A CORNER IN THE
 SB1198'RIGHT-OF-WAY FENCE, 1.22 M (4.00 FT) NORTH OF A FENCE POST WITH A
 SB1198'WITNESS SIGN ATTACHED, 3.35 M (10.99 FT) SOUTHWEST OF THE NEXT FENCE
 SB1198'POST TO THE NORTH ABD 0.55 M (1.80 FT) WEST OF THE RIGHT-OF-WAY
 SB1198'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0826 ***********************************************************************
 TP0826  DESIGNATION -  E 524
 TP0826  PID         -  TP0826
 TP0826  STATE/COUNTY-  WA/OKANOGAN
 TP0826  USGS QUAD   -  PATEROS (1992)
 TP0826
 TP0826                         *CURRENT SURVEY CONTROL
 TP0826  ___________________________________________________________________
 TP0826* NAD 83(1986)-  48 02 18.     (N)    119 53 42.     (W)     SCALED    
 TP0826* NAVD 88     -       272.336  (meters)     893.49   (feet)  ADJUSTED  
 TP0826  ___________________________________________________________________
 TP0826  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 TP0826  DYNAMIC HT  -         272.376 (meters)     893.62  (feet)  COMP
 TP0826  MODELED GRAV-     980,751.7   (mgal)                       NAVD 88
 TP0826
 TP0826  VERT ORDER  -  FIRST     CLASS II
 TP0826
 TP0826.The horizontal coordinates were scaled from a topographic map and have
 TP0826.an estimated accuracy of +/- 6 seconds.
 TP0826
 TP0826.The orthometric height was determined by differential leveling
 TP0826.and adjusted by the National Geodetic Survey in June 1991..
 TP0826
 TP0826.The geoid height was determined by GEOID03.
 TP0826
 TP0826.The dynamic height is computed by dividing the NAVD 88
 TP0826.geopotential number by the normal gravity value computed on the
 TP0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0826.degrees latitude (g = 980.6199 gals.).
 TP0826
 TP0826.The modeled gravity was interpolated from observed gravity values.
 TP0826
 TP0826;                    North         East    Units  Estimated Accuracy
 TP0826;SPC WA N     -   115,870.      569,970.      MT  (+/- 180 meters Scaled)
 TP0826
 TP0826                          SUPERSEDED SURVEY CONTROL
 TP0826
 TP0826.No superseded survey control is available for this station.
 TP0826
 TP0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP842246(NAD 83)
 TP0826_MARKER: DB = BENCH MARK DISK
 TP0826_SETTING: 80 = SET IN A BOULDER
 TP0826_SP_SET: BOULDER
 TP0826_STAMPING: E 524 1982
 TP0826_MARK LOGO: NGS   
 TP0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0826+STABILITY: SURFACE MOTION
 TP0826
 TP0826  HISTORY     - Date     Condition        Report By
 TP0826  HISTORY     - 1982     MONUMENTED       NGS
 TP0826  HISTORY     - 19831125 GOOD             NGS
 TP0826
 TP0826                          STATION DESCRIPTION
 TP0826
 TP0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TP0826'31.2 KM (19.4 MI) NE FROM CHELAN FALLS.
 TP0826'6.0 KM (3.7 MI) NORTH ALONG STATE HIGHWAY 151 FROM THE POST OFFICE IN
 TP0826'CHELAN FALLS, THENCE 25.3 KM (15.7 MI) NORTHEAST ALONG US HIGHWAY 97,
 TP0826'AT THE T JUNCTION OF A PAVED ROAD LEADING SOUTHEAST TO THE RIVER, IN
 TP0826'TOP OF A 10 BY 12 FOOT GRANITE BOULDER, 0.5 KM (0.3 MI) SOUTH OF
 TP0826'MILEPOST 253, 11.6 METERS (38 FT) EAST OF THE CENTERLINE OF THE
 TP0826'HIGHWAY, 61 METERS (200 FT) SOUTH OF THE CENTER OF THE T JUNCTION, 40
 TP0826'METERS (131 FT) WEST OF THE CENTERLINE OF THE ROAD, 19.5 METERS (64
 TP0826'FT) SOUTH OF TELEPHONE POLE 4 AND IN LINE WITH THE ROW OF POLES.
 TP0826'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 TP0826'THE MARK IS 2.5 M BELOW THE HIGHWAY.
 TP0826
 TP0826                          STATION RECOVERY (1983)
 TP0826
 TP0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TP0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1430 ***********************************************************************
 TP1430  DESIGNATION -  E 524 RESET
 TP1430  PID         -  TP1430
 TP1430  STATE/COUNTY-  WA/OKANOGAN
 TP1430  USGS QUAD   -  PATEROS (1992)
 TP1430
 TP1430                         *CURRENT SURVEY CONTROL
 TP1430  ___________________________________________________________________
 TP1430* NAD 83(1986)-  48 02 18.     (N)    119 53 42.     (W)     SCALED    
 TP1430* NAVD 88     -       269.84   (meters)     885.3    (feet)  RESET     
 TP1430  ___________________________________________________________________
 TP1430  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 TP1430
 TP1430  VERT ORDER  -  THIRD
 TP1430
 TP1430.The horizontal coordinates were scaled from a topographic map and have
 TP1430.an estimated accuracy of +/- 6 seconds.
 TP1430
 TP1430.The orthometric height was computed from unverified reset data.
 TP1430.No vertical observational check was made to the station.
 TP1430
 TP1430.The geoid height was determined by GEOID03.
 TP1430
 TP1430;                    North         East    Units  Estimated Accuracy
 TP1430;SPC WA N     -   115,870.      569,970.      MT  (+/- 180 meters Scaled)
 TP1430
 TP1430                          SUPERSEDED SURVEY CONTROL
 TP1430
 TP1430.No superseded survey control is available for this station.
 TP1430
 TP1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP842246(NAD 83)
 TP1430_MARKER: DB = BENCH MARK DISK
 TP1430_SETTING: 80 = SET IN A BOULDER
 TP1430_SP_SET: BOULDER
 TP1430_STAMPING: E 524 RESET 1983
 TP1430_MARK LOGO: NGS   
 TP1430_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1430+STABILITY: SURFACE MOTION
 TP1430
 TP1430  HISTORY     - Date     Condition        Report By
 TP1430  HISTORY     - 1983     MONUMENTED       NGS
 TP1430
 TP1430                          STATION DESCRIPTION
 TP1430
 TP1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 TP1430'6.0 KM (3.70 MI) NORTH ALONG STATE HIGHWAY 151 FROM THE POST OFFICE IN
 TP1430'CHELAN FALLS, THENCE 25.3 KM (15.70 MI) NORTHEAST ALONG US HIGHWAY 97
 TP1430'TO A SURFACED ROAD LEADING SOUTHEAST, 22.2 M (72.8 FT) NORTHEAST OF A
 TP1430'POLE NUMBER 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0850 ***********************************************************************
 TP0850  DESIGNATION -  E 525
 TP0850  PID         -  TP0850
 TP0850  STATE/COUNTY-  WA/OKANOGAN
 TP0850  USGS QUAD   -  MONSE (1993)
 TP0850
 TP0850                         *CURRENT SURVEY CONTROL
 TP0850  ___________________________________________________________________
 TP0850* NAD 83(1986)-  48 12 26.     (N)    119 41 54.     (W)     SCALED    
 TP0850* NAVD 88     -       271.229  (meters)     889.86   (feet)  ADJUSTED  
 TP0850  ___________________________________________________________________
 TP0850  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 TP0850  DYNAMIC HT  -         271.271 (meters)     889.99  (feet)  COMP
 TP0850  MODELED GRAV-     980,757.8   (mgal)                       NAVD 88
 TP0850
 TP0850  VERT ORDER  -  FIRST     CLASS II
 TP0850
 TP0850.The horizontal coordinates were scaled from a topographic map and have
 TP0850.an estimated accuracy of +/- 6 seconds.
 TP0850
 TP0850.The orthometric height was determined by differential leveling
 TP0850.and adjusted by the National Geodetic Survey in June 1991..
 TP0850
 TP0850.The geoid height was determined by GEOID03.
 TP0850
 TP0850.The dynamic height is computed by dividing the NAVD 88
 TP0850.geopotential number by the normal gravity value computed on the
 TP0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0850.degrees latitude (g = 980.6199 gals.).
 TP0850
 TP0850.The modeled gravity was interpolated from observed gravity values.
 TP0850
 TP0850;                    North         East    Units  Estimated Accuracy
 TP0850;SPC WA N     -   134,840.      584,350.      MT  (+/- 180 meters Scaled)
 TP0850
 TP0850                          SUPERSEDED SURVEY CONTROL
 TP0850
 TP0850.No superseded survey control is available for this station.
 TP0850
 TP0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP995428(NAD 83)
 TP0850_MARKER: I = METAL ROD
 TP0850_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0850_SP_SET: STAINLESS STEEL ROD
 TP0850_STAMPING: E 525 1982
 TP0850_MARK LOGO: NGS   
 TP0850_PROJECTION: FLUSH
 TP0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0850_ROD/PIPE-DEPTH: 15.8 meters
 TP0850
 TP0850  HISTORY     - Date     Condition        Report By
 TP0850  HISTORY     - 1982     MONUMENTED       NGS
 TP0850
 TP0850                          STATION DESCRIPTION
 TP0850
 TP0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TP0850'19.8 KM (12.3 MI) NE FROM BREWSTER.
 TP0850'19.8 KM (12.3 MI) NORTHEAST ALONG US HIGHWAY 97 FROM THE JUNCTION OF
 TP0850'STATE HIGHWAY 173 IN BREWSTER, AT THE SOUTHEAST END OF A SHORT FILL,
 TP0850'0.1 KM (0.05 MI) NORTHWEST OF MILEPOST 273, 29.6 METERS (97 FT)
 TP0850'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.6 METERS (5 FT)
 TP0850'NORTHWEST OF A 10-INCH PINE TREE, 0.3 METER (1 FT) SOUTHWEST OF A
 TP0850'FENCE.
 TP0850'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 TP0850'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1013 ***********************************************************************
 SX1013  DESIGNATION -  E 526
 SX1013  PID         -  SX1013
 SX1013  STATE/COUNTY-  WA/KING
 SX1013  USGS QUAD   -  LOST LAKE (1989)
 SX1013
 SX1013                         *CURRENT SURVEY CONTROL
 SX1013  ___________________________________________________________________
 SX1013* NAD 83(1986)-  47 15 39.     (N)    121 22 52.     (W)     SCALED    
 SX1013* NAVD 88     -       807.755  (meters)    2650.11   (feet)  ADJUSTED  
 SX1013  ___________________________________________________________________
 SX1013  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SX1013  DYNAMIC HT  -         807.726 (meters)    2650.01  (feet)  COMP
 SX1013  MODELED GRAV-     980,550.0   (mgal)                       NAVD 88
 SX1013
 SX1013  VERT ORDER  -  FIRST     CLASS II
 SX1013
 SX1013.The horizontal coordinates were scaled from a topographic map and have
 SX1013.an estimated accuracy of +/- 6 seconds.
 SX1013
 SX1013.The orthometric height was determined by differential leveling
 SX1013.and adjusted by the National Geodetic Survey in June 1991..
 SX1013
 SX1013.The geoid height was determined by GEOID03.
 SX1013
 SX1013.The dynamic height is computed by dividing the NAVD 88
 SX1013.geopotential number by the normal gravity value computed on the
 SX1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1013.degrees latitude (g = 980.6199 gals.).
 SX1013
 SX1013.The modeled gravity was interpolated from observed gravity values.
 SX1013
 SX1013;                    North         East    Units  Estimated Accuracy
 SX1013;SPC WA N     -    29,150.      458,540.      MT  (+/- 180 meters Scaled)
 SX1013
 SX1013                          SUPERSEDED SURVEY CONTROL
 SX1013
 SX1013.No superseded survey control is available for this station.
 SX1013
 SX1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT224354(NAD 83)
 SX1013_MARKER: DB = BENCH MARK DISK
 SX1013_SETTING: 66 = SET IN ROCK OUTCROP
 SX1013_SP_SET: ROCK OUTCROP
 SX1013_STAMPING: E 526 1982
 SX1013_MARK LOGO: NGS   
 SX1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1013+STABILITY: POSITION/ELEVATION WELL
 SX1013
 SX1013  HISTORY     - Date     Condition        Report By
 SX1013  HISTORY     - 1982     MONUMENTED       NGS
 SX1013  HISTORY     - 1987     GOOD             USPSQD
 SX1013  HISTORY     - 1988     GOOD             USPSQD
 SX1013
 SX1013                          STATION DESCRIPTION
 SX1013
 SX1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX1013'11.65 KM (7.25 MI) NE FROM LESTER.
 SX1013'11.65 KM (7.25 MI) NORTHEAST ALONG SERVICE ROAD 212 FROM THE SCHOOL IN
 SX1013'LESTER, IN TOP OF A 2 BY 2 FOOT LEDGE OF OUTCROP PROJECTING 1 FOOT
 SX1013'FROM A CUT BANK, AT THE SOUTHWEST CORNER OF THE T JUNCTION OF A TRACK
 SX1013'ROAD LEADING SOUTH, 5.2 METERS (17 FT) SOUTHEAST OF THE CENTERLINE OF
 SX1013'THE ROAD, 23.2 METERS (76 FT) SOUTHWEST OF THE CENTERLINE OF THE TRACK
 SX1013'ROAD, 12.0 METERS (39.5 FT) NORTHWEST OF A GUY WIRE ANCHOR, 16.0
 SX1013'METERS (52.5 FT) NORTH OF AND ABOUT 20 FEET BELOW THE NORTHEAST ONE OF
 SX1013'3 POWER LINE POLES BEARING 4 TRANSFORMERS.
 SX1013'THE MARK IS 0.1 METERS  NE FROM A WITNESS POST.
 SX1013'THE MARK IS 0.7 M ABOVE THE ROAD.
 SX1013
 SX1013                          STATION RECOVERY (1987)
 SX1013
 SX1013'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX1013'RECOVERED IN GOOD CONDITION.
 SX1013
 SX1013                          STATION RECOVERY (1988)
 SX1013
 SX1013'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 SX1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0912 ***********************************************************************
 SB0912  DESIGNATION -  E 527
 SB0912  PID         -  SB0912
 SB0912  STATE/COUNTY-  WA/YAKIMA
 SB0912  USGS QUAD   -  YAKIMA WEST (1985)
 SB0912
 SB0912                         *CURRENT SURVEY CONTROL
 SB0912  ___________________________________________________________________
 SB0912* NAD 83(1986)-  46 33 31.     (N)    120 30 34.     (W)     SCALED    
 SB0912* NAVD 88     -       309.440  (meters)    1015.22   (feet)  ADJUSTED  
 SB0912  ___________________________________________________________________
 SB0912  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SB0912  DYNAMIC HT  -         309.437 (meters)    1015.21  (feet)  COMP
 SB0912  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 SB0912
 SB0912  VERT ORDER  -  FIRST     CLASS II
 SB0912
 SB0912.The horizontal coordinates were scaled from a topographic map and have
 SB0912.an estimated accuracy of +/- 6 seconds.
 SB0912
 SB0912.The orthometric height was determined by differential leveling
 SB0912.and adjusted by the National Geodetic Survey in June 1991..
 SB0912
 SB0912.The geoid height was determined by GEOID03.
 SB0912
 SB0912.The dynamic height is computed by dividing the NAVD 88
 SB0912.geopotential number by the normal gravity value computed on the
 SB0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0912.degrees latitude (g = 980.6199 gals.).
 SB0912
 SB0912.The modeled gravity was interpolated from observed gravity values.
 SB0912
 SB0912;                    North         East    Units  Estimated Accuracy
 SB0912;SPC WA S     -   136,190.      499,280.      MT  (+/- 180 meters Scaled)
 SB0912
 SB0912                          SUPERSEDED SURVEY CONTROL
 SB0912
 SB0912.No superseded survey control is available for this station.
 SB0912
 SB0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS908591(NAD 83)
 SB0912_MARKER: DB = BENCH MARK DISK
 SB0912_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SB0912_SP_SET: ABUTMENT
 SB0912_STAMPING: E 527 1982
 SB0912_MARK LOGO: NGS   
 SB0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0912
 SB0912  HISTORY     - Date     Condition        Report By
 SB0912  HISTORY     - 1982     MONUMENTED       NGS
 SB0912  HISTORY     - 1990     GOOD             USPSQD
 SB0912
 SB0912                          STATION DESCRIPTION
 SB0912
 SB0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0912'6.5 KM (4.0 MI) SW FROM YAKIMA.
 SB0912'4.65 KM (2.9 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SB0912'THE STATION AT YAKIMA, THENCE 1.75 KM (1.1 MI) SOUTHWEST ALONG WALNUT
 SB0912'STREET, THENCE 0.1 KM (0.05 MI) NORTH ALONG THIRD AVENUE, IN TOP OF
 SB0912'AND 0.3 METER (1 FT) WEST OF THE EAST END OF THE SOUTH ABUTMENT OF THE
 SB0912'AVENUE BRIDGE OVER HOLLOW CREEK, 0.8 KM (0.05 MI) NORTH OF THE T
 SB0912'JUNCTION OF AHTANUM ROAD, 9.4 METERS (31 FT) EAST OF THE AVENUE, 6.6
 SB0912'METERS (21.5 FT) NORTH OF P0WER POLE NUMBER 016600.
 SB0912'THE MARK IS 0.3 M BELOW THE ROAD.
 SB0912
 SB0912                          STATION RECOVERY (1990)
 SB0912
 SB0912'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0937 ***********************************************************************
 SB0937  DESIGNATION -  E 528
 SB0937  PID         -  SB0937
 SB0937  STATE/COUNTY-  WA/KITTITAS
 SB0937  USGS QUAD   -  WYMER (1953)
 SB0937
 SB0937                         *CURRENT SURVEY CONTROL
 SB0937  ___________________________________________________________________
 SB0937* NAD 83(1986)-  46 50 36.     (N)    120 27 43.     (W)     SCALED    
 SB0937* NAVD 88     -       404.309  (meters)    1326.47   (feet)  ADJUSTED  
 SB0937  ___________________________________________________________________
 SB0937  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SB0937  DYNAMIC HT  -         404.312 (meters)    1326.48  (feet)  COMP
 SB0937  MODELED GRAV-     980,609.9   (mgal)                       NAVD 88
 SB0937
 SB0937  VERT ORDER  -  FIRST     CLASS II
 SB0937
 SB0937.The horizontal coordinates were scaled from a topographic map and have
 SB0937.an estimated accuracy of +/- 6 seconds.
 SB0937
 SB0937.The orthometric height was determined by differential leveling
 SB0937.and adjusted by the National Geodetic Survey in June 1991..
 SB0937
 SB0937.The geoid height was determined by GEOID03.
 SB0937
 SB0937.The dynamic height is computed by dividing the NAVD 88
 SB0937.geopotential number by the normal gravity value computed on the
 SB0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0937.degrees latitude (g = 980.6199 gals.).
 SB0937
 SB0937.The modeled gravity was interpolated from observed gravity values.
 SB0937
 SB0937;                    North         East    Units  Estimated Accuracy
 SB0937;SPC WA S     -   167,840.      502,900.      MT  (+/- 180 meters Scaled)
 SB0937
 SB0937                          SUPERSEDED SURVEY CONTROL
 SB0937
 SB0937.No superseded survey control is available for this station.
 SB0937
 SB0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS935908(NAD 83)
 SB0937_MARKER: I = METAL ROD
 SB0937_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SB0937_SP_SET: STAINLESS STEEL ROD
 SB0937_STAMPING: E 528 1982
 SB0937_MARK LOGO: NGS   
 SB0937_PROJECTION: FLUSH
 SB0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0937_ROD/PIPE-DEPTH: 3.6  meters
 SB0937
 SB0937  HISTORY     - Date     Condition        Report By
 SB0937  HISTORY     - 1982     MONUMENTED       NGS
 SB0937  HISTORY     - 1990     GOOD             USPSQD
 SB0937
 SB0937                          STATION DESCRIPTION
 SB0937
 SB0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0937'24.3 KM (15.2 MI) SOUTH FROM ELLENSBURG.
 SB0937'24.35 KM (15.2 MI) SOUTH ALONG STATE HIGHWAY 821 FROM THE COURTHOUSE
 SB0937'AT ELLENSBURG, IN THE INSIDE CORNER OF THE Y JUNCTION OF THE NORTH END
 SB0937'OF A SMALL LOOP ROAD TO THE RIVERVIEW TRAILER PARK RESORT, 3.3 KM
 SB0937'(2.05 MI) NORTH OF THE BRIDGE OVER SQUAW CREEK, 0.25 KM (0.15 MI)
 SB0937'SOUTHEAST OF MILEPOST 15, 11.9 METERS (39 FT) SOUTHWEST OF THE
 SB0937'HIGHWAY, 41.5 METERS (136 FT) NORTH-NORTHEAST OF THE NORTH CORNER OF A
 SB0937'15 BY 15 FOOT FRAME HOUSE, 4.0 METERS (13 FT) EAST OF THE ROAD.
 SB0937'NOTE--THE DATUM POINT IS STAMPED-E 527-.
 SB0937'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 SB0937'THE MARK IS 1.1 M BELOW THE HIGHWAY.
 SB0937
 SB0937                          STATION RECOVERY (1990)
 SB0937
 SB0937'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBD)
 SB0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0989 ***********************************************************************
 SX0989  DESIGNATION -  E 529
 SX0989  PID         -  SX0989
 SX0989  STATE/COUNTY-  WA/KING
 SX0989  USGS QUAD   -  GREENWATER (1986)
 SX0989
 SX0989                         *CURRENT SURVEY CONTROL
 SX0989  ___________________________________________________________________
 SX0989* NAD 83(1986)-  47 14 43.     (N)    121 43 24.     (W)     SCALED    
 SX0989* NAVD 88     -       397.011  (meters)    1302.53   (feet)  ADJUSTED  
 SX0989  ___________________________________________________________________
 SX0989  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 SX0989  DYNAMIC HT  -         397.028 (meters)    1302.58  (feet)  COMP
 SX0989  MODELED GRAV-     980,644.4   (mgal)                       NAVD 88
 SX0989
 SX0989  VERT ORDER  -  FIRST     CLASS II
 SX0989
 SX0989.The horizontal coordinates were scaled from a topographic map and have
 SX0989.an estimated accuracy of +/- 6 seconds.
 SX0989
 SX0989.The orthometric height was determined by differential leveling
 SX0989.and adjusted by the National Geodetic Survey in June 1991..
 SX0989
 SX0989.The geoid height was determined by GEOID03.
 SX0989
 SX0989.The dynamic height is computed by dividing the NAVD 88
 SX0989.geopotential number by the normal gravity value computed on the
 SX0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0989.degrees latitude (g = 980.6199 gals.).
 SX0989
 SX0989.The modeled gravity was interpolated from observed gravity values.
 SX0989
 SX0989;                    North         East    Units  Estimated Accuracy
 SX0989;SPC WA N     -    27,660.      432,620.      MT  (+/- 180 meters Scaled)
 SX0989
 SX0989                          SUPERSEDED SURVEY CONTROL
 SX0989
 SX0989.No superseded survey control is available for this station.
 SX0989
 SX0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET966332(NAD 83)
 SX0989_MARKER: I = METAL ROD
 SX0989_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SX0989_SP_SET: STAINLESS STEEL ROD
 SX0989_STAMPING: E 529 1982
 SX0989_MARK LOGO: NGS   
 SX0989_PROJECTION: FLUSH
 SX0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0989_ROD/PIPE-DEPTH: 4.9  meters
 SX0989
 SX0989  HISTORY     - Date     Condition        Report By
 SX0989  HISTORY     - 1982     MONUMENTED       NGS
 SX0989
 SX0989                          STATION DESCRIPTION
 SX0989
 SX0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0989'20.6 KM (12.8 MI) WEST FROM LESTER.
 SX0989'15.4 KM (9.6 MI) SOUTHEAST ALONG SERVICE ROAD 212 FROM THE CONTROL
 SX0989'BUILDING AT THE TACOMA WATER SUPPLY HEADWORKS, THENCE 5.1 KM (3.2 MI)
 SX0989'SOUTHEAST ALONG SERVICE ROAD 5530, 21.7 KM (13.05 MI) WEST OF LESTER,
 SX0989'MIDWAY BETWEEN TWO POWER LINE POLES, AT THE CROSSING OF A POWER LINE,
 SX0989'11.9 METERS (39 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 53.5
 SX0989'METERS (175 FT) WEST OF THE SOUTH END OF A 36-INCH CORRUGATED METAL
 SX0989'PIPE CULVERT, 3.0 METERS (10 FT) NORTHEAST OF THE SOUTHWEST POWER POLE
 SX0989'98-2.
 SX0989'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 SX0989'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0095 ***********************************************************************
 SW0095  DESIGNATION -  E 53
 SW0095  PID         -  SW0095
 SW0095  STATE/COUNTY-  WA/LINCOLN
 SW0095  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW0095
 SW0095                         *CURRENT SURVEY CONTROL
 SW0095  ___________________________________________________________________
 SW0095* NAD 83(1986)-  47 21 26.     (N)    118 03 09.     (W)     SCALED    
 SW0095* NAVD 88     -       647.301  (meters)    2123.69   (feet)  ADJUSTED  
 SW0095  ___________________________________________________________________
 SW0095  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 SW0095  DYNAMIC HT  -         647.323 (meters)    2123.76  (feet)  COMP
 SW0095  MODELED GRAV-     980,625.8   (mgal)                       NAVD 88
 SW0095
 SW0095  VERT ORDER  -  SECOND    CLASS 0
 SW0095
 SW0095.The horizontal coordinates were scaled from a topographic map and have
 SW0095.an estimated accuracy of +/- 6 seconds.
 SW0095
 SW0095.The orthometric height was determined by differential leveling
 SW0095.and adjusted by the National Geodetic Survey in June 1991..
 SW0095
 SW0095.The geoid height was determined by GEOID03.
 SW0095
 SW0095.The dynamic height is computed by dividing the NAVD 88
 SW0095.geopotential number by the normal gravity value computed on the
 SW0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0095.degrees latitude (g = 980.6199 gals.).
 SW0095
 SW0095.The modeled gravity was interpolated from observed gravity values.
 SW0095
 SW0095;                    North         East    Units  Estimated Accuracy
 SW0095;SPC WA N     -    43,510.      710,050.      MT  (+/- 180 meters Scaled)
 SW0095
 SW0095                          SUPERSEDED SURVEY CONTROL
 SW0095
 SW0095  NGVD 29 (??/??/92)  646.132  (m)         2119.85   (f) ADJ UNCH    2 0
 SW0095
 SW0095.Superseded values are not recommended for survey control.
 SW0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0095.See file dsdata.txt to determine how the superseded data were derived.
 SW0095
 SW0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN205453(NAD 83)
 SW0095_MARKER: DB = BENCH MARK DISK
 SW0095_SETTING: 0 = UNSPECIFIED SETTING
 SW0095_STAMPING: E 53 1934
 SW0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0095
 SW0095  HISTORY     - Date     Condition        Report By
 SW0095  HISTORY     - 1934     MONUMENTED       CGS
 SW0095  HISTORY     - 1969     MARK NOT FOUND   USGS
 SW0095
 SW0095                          STATION DESCRIPTION
 SW0095
 SW0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SW0095'8.3 MI NW FROM SPRAGUE.
 SW0095'6.3 MI. N.W. ALONG LINCOLN CO. ROAD TO SPRAGUE FROM POST OFFICE. ALONG
 SW0095'THE RIGHT OF WAY OF LINCOLN COUNTY ROAD TO SPRAGUE.  0.15 MILE EAST OF
 SW0095'ROAD TO FARM OWNED BY MIKE SCHIELDS.  18 FEET EAST OF CORNER OF FIELD
 SW0095'FENCE, 3 FEET SOUTH OF RIGHT OF WAY FENCE AT OLD WIRE GATE ON RIGHT OF
 SW0095'WAY FENCE, AND 59 FEET NORTH OF CENTER LINE OF ROAD.
 SW0095
 SW0095                          STATION RECOVERY (1969)
 SW0095
 SW0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SW0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0963 ***********************************************************************
 SC0963  DESIGNATION -  E 530
 SC0963  PID         -  SC0963
 SC0963  STATE/COUNTY-  WA/PACIFIC
 SC0963  USGS QUAD   -  SOUTH BEND (1994)
 SC0963
 SC0963                         *CURRENT SURVEY CONTROL
 SC0963  ___________________________________________________________________
 SC0963* NAD 83(1986)-  46 41 11.     (N)    123 49 53.     (W)     SCALED    
 SC0963* NAVD 88     -         2.111  (meters)       6.93   (feet)  ADJUSTED  
 SC0963  ___________________________________________________________________
 SC0963  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 SC0963  DYNAMIC HT  -           2.112 (meters)       6.93  (feet)  COMP
 SC0963  MODELED GRAV-     980,781.2   (mgal)                       NAVD 88
 SC0963
 SC0963  VERT ORDER  -  FIRST     CLASS II
 SC0963
 SC0963.The horizontal coordinates were scaled from a topographic map and have
 SC0963.an estimated accuracy of +/- 6 seconds.
 SC0963
 SC0963.The orthometric height was determined by differential leveling
 SC0963.and adjusted by the National Geodetic Survey in June 1991..
 SC0963
 SC0963.The geoid height was determined by GEOID03.
 SC0963
 SC0963.The dynamic height is computed by dividing the NAVD 88
 SC0963.geopotential number by the normal gravity value computed on the
 SC0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0963.degrees latitude (g = 980.6199 gals.).
 SC0963
 SC0963.The modeled gravity was interpolated from observed gravity values.
 SC0963
 SC0963;                    North         East    Units  Estimated Accuracy
 SC0963;SPC WA S     -   155,770.      245,250.      MT  (+/- 180 meters Scaled)
 SC0963
 SC0963                          SUPERSEDED SURVEY CONTROL
 SC0963
 SC0963.No superseded survey control is available for this station.
 SC0963
 SC0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS364706(NAD 83)
 SC0963_MARKER: I = METAL ROD
 SC0963_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC0963_SP_SET: STAINLESS STEEL ROD
 SC0963_STAMPING: E 530 1987
 SC0963_MARK LOGO: NGS   
 SC0963_PROJECTION: FLUSH
 SC0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0963_ROD/PIPE-DEPTH: 26.2 meters
 SC0963
 SC0963  HISTORY     - Date     Condition        Report By
 SC0963  HISTORY     - 1987     MONUMENTED       NGS
 SC0963
 SC0963                          STATION DESCRIPTION
 SC0963
 SC0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0963'2.9 KM (1.80 MI) NW FROM SOUTH BEND.
 SC0963'2.9 KM (1.80 MI) NORTHWEST ALONG US HIGHWAY 101 FROM THE JUNCTION OF
 SC0963'MEMORIAL AVENUE IN SOUTH BEND, 22.4 M (73.5 FT) NORTHEAST OF THE
 SC0963'CENTERLINE OF THE HIGHWAY, 1.8 M (5.9 FT) SOUTHEAST OF THE CENTER OF
 SC0963'A TRACK ROAD LEADING TO A WOOD GATE AND A MOBILE HOME, 2.1 M (6.9 FT)
 SC0963'SOUTHWEST OF A FENCE, 16.2 M (53.1 FT) NORTHEAST OF A MAILBOX.
 SC0963'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC0963'THE MARK IS 0.79 METERS  NW FROM  A WITNESS POST
 SC0963'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0992 ***********************************************************************
 SC0992  DESIGNATION -  E 531
 SC0992  PID         -  SC0992
 SC0992  STATE/COUNTY-  WA/PACIFIC
 SC0992  USGS QUAD   -  KNAPPTON (1984)
 SC0992
 SC0992                         *CURRENT SURVEY CONTROL
 SC0992  ___________________________________________________________________
 SC0992* NAD 83(1986)-  46 18 28.     (N)    123 48 02.     (W)     SCALED    
 SC0992* NAVD 88     -        29.381  (meters)      96.39   (feet)  ADJUSTED  
 SC0992  ___________________________________________________________________
 SC0992  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SC0992  DYNAMIC HT  -          29.384 (meters)      96.40  (feet)  COMP
 SC0992  MODELED GRAV-     980,718.4   (mgal)                       NAVD 88
 SC0992
 SC0992  VERT ORDER  -  FIRST     CLASS II
 SC0992
 SC0992.The horizontal coordinates were scaled from a topographic map and have
 SC0992.an estimated accuracy of +/- 6 seconds.
 SC0992
 SC0992.The orthometric height was determined by differential leveling
 SC0992.and adjusted by the National Geodetic Survey in June 1991..
 SC0992
 SC0992.The geoid height was determined by GEOID03.
 SC0992
 SC0992.The dynamic height is computed by dividing the NAVD 88
 SC0992.geopotential number by the normal gravity value computed on the
 SC0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0992.degrees latitude (g = 980.6199 gals.).
 SC0992
 SC0992.The modeled gravity was interpolated from observed gravity values.
 SC0992
 SC0992;                    North         East    Units  Estimated Accuracy
 SC0992;SPC WA S     -   113,630.      245,840.      MT  (+/- 180 meters Scaled)
 SC0992
 SC0992                          SUPERSEDED SURVEY CONTROL
 SC0992
 SC0992.No superseded survey control is available for this station.
 SC0992
 SC0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS383285(NAD 83)
 SC0992_MARKER: I = METAL ROD
 SC0992_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC0992_SP_SET: STAINLESS STEEL ROD
 SC0992_STAMPING: E 531 1987
 SC0992_MARK LOGO: NGS   
 SC0992_PROJECTION: FLUSH
 SC0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0992_ROD/PIPE-DEPTH: 7.3  meters
 SC0992
 SC0992  HISTORY     - Date     Condition        Report By
 SC0992  HISTORY     - 1987     MONUMENTED       NGS
 SC0992  HISTORY     - 1989     GOOD             USPSQD
 SC0992
 SC0992                          STATION DESCRIPTION
 SC0992
 SC0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0992'8.4 KM (5.20 MI) SOUTH FROM NASELLE.
 SC0992'8.4 KM (5.20 MI) SOUTH ALONG STATE HIGHWAY 401 FROM THE JUNCTION OF
 SC0992'STATE HIGHWAY 4 IN NASELLE, 0.16 KM (0.10 MI) SOUTH OF MILEPOST 7,
 SC0992'ABOUT 61.  M (200.1 FT) NORTH OF THE NORTH END OF THE BRIDGE OVER
 SC0992'BEAN CREEK, 16.75 M (55.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 SC0992'6.4 M (21.0 FT) SOUTH OF THE CENTER OF A WIRE GATE AND A TRACK ROAD
 SC0992'LEADING WEST, 6.4 M (21.0 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM
 SC0992'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC0992'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 SC0992'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SC0992
 SC0992                          STATION RECOVERY (1989)
 SC0992
 SC0992'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SC0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1144 ***********************************************************************
 SC1144  DESIGNATION -  E 532
 SC1144  PID         -  SC1144
 SC1144  STATE/COUNTY-  WA/THURSTON
 SC1144  USGS QUAD   -  VIOLET PRAIRIE (1990)
 SC1144
 SC1144                         *CURRENT SURVEY CONTROL
 SC1144  ___________________________________________________________________
 SC1144* NAD 83(1986)-  46 46 42.     (N)    122 54 59.     (W)     SCALED    
 SC1144* NAVD 88     -        66.415  (meters)     217.90   (feet)  ADJUSTED  
 SC1144  ___________________________________________________________________
 SC1144  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 SC1144  DYNAMIC HT  -          66.426 (meters)     217.93  (feet)  COMP
 SC1144  MODELED GRAV-     980,767.9   (mgal)                       NAVD 88
 SC1144
 SC1144  VERT ORDER  -  FIRST     CLASS II
 SC1144
 SC1144.The horizontal coordinates were scaled from a topographic map and have
 SC1144.an estimated accuracy of +/- 6 seconds.
 SC1144
 SC1144.The orthometric height was determined by differential leveling
 SC1144.and adjusted by the National Geodetic Survey in June 1991..
 SC1144
 SC1144.The geoid height was determined by GEOID03.
 SC1144
 SC1144.The dynamic height is computed by dividing the NAVD 88
 SC1144.geopotential number by the normal gravity value computed on the
 SC1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1144.degrees latitude (g = 980.6199 gals.).
 SC1144
 SC1144.The modeled gravity was interpolated from observed gravity values.
 SC1144
 SC1144;                    North         East    Units  Estimated Accuracy
 SC1144;SPC WA S     -   163,440.      315,500.      MT  (+/- 180 meters Scaled)
 SC1144
 SC1144                          SUPERSEDED SURVEY CONTROL
 SC1144
 SC1144  NGVD 29 (05/16/90)   65.373  (m)          214.48   (f) ADJUSTED    1 2
 SC1144
 SC1144.Superseded values are not recommended for survey control.
 SC1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1144.See file dsdata.txt to determine how the superseded data were derived.
 SC1144
 SC1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES063805(NAD 83)
 SC1144_MARKER: I = METAL ROD
 SC1144_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1144_SP_SET: STAINLESS STEEL ROD
 SC1144_STAMPING: E 532 1987
 SC1144_MARK LOGO: NGS   
 SC1144_PROJECTION: FLUSH
 SC1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1144_ROD/PIPE-DEPTH: 3.9  meters
 SC1144
 SC1144  HISTORY     - Date     Condition        Report By
 SC1144  HISTORY     - 1987     MONUMENTED       NGS
 SC1144
 SC1144                          STATION DESCRIPTION
 SC1144
 SC1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1144'5.2 KM (3.25 MI) SW FROM BUCODA.
 SC1144'5.2 KM (3.25 MI) SOUTHWEST ALONG STATE HIGHWAY 507 FROM THE JUNCTION
 SC1144'OF 6TH STREET IN BUCODA, AT THE ENTRANCE DRIVE TO THE THURSTON COUNTY
 SC1144'FIRE STATION NUMBER 16, 7.0 M (23.0 FT) NORTH OF THE HIGHWAY
 SC1144'CENTERLINE, 41 M (135 FT) EAST OF THE CENTER OF OCONNER ROAD NORTH,
 SC1144'23.2 M (76.1 FT) EAST OF A TELEPHONE JUNCTION BOX, 7.0 M (23.0 FT)
 SC1144'WEST OF A FENCE CORNER, 0.61 M (2.0 FT) WEST OF A GUYED POWER POLE
 SC1144'WITH A TRANSFORMER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 SC1144'5-INCH LOGO CAP.
 SC1144'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 SC1144'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD1554 ***********************************************************************
 RD1554  DESIGNATION -  E 533
 RD1554  PID         -  RD1554
 RD1554  STATE/COUNTY-  WA/CLARK
 RD1554  USGS QUAD   -  VANCOUVER (1990)
 RD1554
 RD1554                         *CURRENT SURVEY CONTROL
 RD1554  ___________________________________________________________________
 RD1554* NAD 83(1986)-  45 40 53.     (N)    122 39 51.     (W)     SCALED    
 RD1554* NAVD 88     -        63.074  (meters)     206.94   (feet)  ADJUSTED  
 RD1554  ___________________________________________________________________
 RD1554  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 RD1554  DYNAMIC HT  -          63.075 (meters)     206.94  (feet)  COMP
 RD1554  MODELED GRAV-     980,627.1   (mgal)                       NAVD 88
 RD1554
 RD1554  VERT ORDER  -  FIRST     CLASS II
 RD1554
 RD1554.The horizontal coordinates were scaled from a topographic map and have
 RD1554.an estimated accuracy of +/- 6 seconds.
 RD1554
 RD1554.The orthometric height was determined by differential leveling
 RD1554.and adjusted by the National Geodetic Survey in June 1991..
 RD1554
 RD1554.The geoid height was determined by GEOID03.
 RD1554
 RD1554.The dynamic height is computed by dividing the NAVD 88
 RD1554.geopotential number by the normal gravity value computed on the
 RD1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1554.degrees latitude (g = 980.6199 gals.).
 RD1554
 RD1554.The modeled gravity was interpolated from observed gravity values.
 RD1554
 RD1554;                    North         East    Units  Estimated Accuracy
 RD1554;SPC WA S     -    41,000.      331,410.      MT  (+/- 180 meters Scaled)
 RD1554
 RD1554                          SUPERSEDED SURVEY CONTROL
 RD1554
 RD1554  NGVD 29 (05/16/90)   62.016  (m)          203.46   (f) ADJUSTED    1 2
 RD1554
 RD1554.Superseded values are not recommended for survey control.
 RD1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1554.See file dsdata.txt to determine how the superseded data were derived.
 RD1554
 RD1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER261587(NAD 83)
 RD1554_MARKER: I = METAL ROD
 RD1554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1554_SP_SET: STAINLESS STEEL ROD
 RD1554_STAMPING: E 533 1987
 RD1554_MARK LOGO: NGS   
 RD1554_PROJECTION: FLUSH
 RD1554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1554_ROD/PIPE-DEPTH: 10.9 meters
 RD1554
 RD1554  HISTORY     - Date     Condition        Report By
 RD1554  HISTORY     - 1987     MONUMENTED       NGS
 RD1554  HISTORY     - 20040401 MARK NOT FOUND   USPSQD
 RD1554
 RD1554                          STATION DESCRIPTION
 RD1554
 RD1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1554'4.9 KM (3.05 MI) NORTH FROM VANCOUVER.
 RD1554'4.93 KM (3.05 MI) NORTH ALONG INTERSTATE HIGHWAY 5 FROM THE FOURTH
 RD1554'PLAIN BOULEVARD OVERPASS IN VANCOUVER, AT THE NORTH END OF THE 78TH
 RD1554'STREET NORTHBOUND ON RAMP, 21.3 M (69.9 FT) EAST OF THE CENTERLINE OF
 RD1554'THE HIGHWAY NORTHBOUND, 19.2 M (63.0 FT) SOUTHEAST OF A METAL LIGHT
 RD1554'POLE, 14.0 M (45.9 FT) SOUTH OF THE SOUTH POST OF A RIGHT OF WAY
 RD1554'FENCE GATE, 5.2 M (17.1 FT) SOUTH OF THE EXTENDED CENTER OF AN
 RD1554'EAST-WEST STREET, 0.4 M (1.3 FT) WEST OF THE FENCE.  NOTE--ACCESS TO
 RD1554'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RD1554'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 RD1554'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RD1554
 RD1554                          STATION RECOVERY (2004)
 RD1554
 RD1554'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1554'ROAD WIDENED. OFF RAMP LENGTHENED, SOUND BARRIERS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1120 ***********************************************************************
 SC1120  DESIGNATION -  E 534
 SC1120  PID         -  SC1120
 SC1120  STATE/COUNTY-  WA/COWLITZ
 SC1120  USGS QUAD   -  KALAMA (1990)
 SC1120
 SC1120                         *CURRENT SURVEY CONTROL
 SC1120  ___________________________________________________________________
 SC1120* NAD 83(1986)-  46 01 07.     (N)    122 50 57.     (W)     SCALED    
 SC1120* NAVD 88     -        15.835  (meters)      51.95   (feet)  ADJUSTED  
 SC1120  ___________________________________________________________________
 SC1120  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 SC1120  DYNAMIC HT  -          15.836 (meters)      51.96  (feet)  COMP
 SC1120  MODELED GRAV-     980,671.9   (mgal)                       NAVD 88
 SC1120
 SC1120  VERT ORDER  -  FIRST     CLASS II
 SC1120
 SC1120.The horizontal coordinates were scaled from a topographic map and have
 SC1120.an estimated accuracy of +/- 6 seconds.
 SC1120
 SC1120.The orthometric height was determined by differential leveling
 SC1120.and adjusted by the National Geodetic Survey in June 1991..
 SC1120
 SC1120.The geoid height was determined by GEOID03.
 SC1120
 SC1120.The dynamic height is computed by dividing the NAVD 88
 SC1120.geopotential number by the normal gravity value computed on the
 SC1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1120.degrees latitude (g = 980.6199 gals.).
 SC1120
 SC1120.The modeled gravity was interpolated from observed gravity values.
 SC1120
 SC1120;                    North         East    Units  Estimated Accuracy
 SC1120;SPC WA S     -    78,880.      318,120.      MT  (+/- 180 meters Scaled)
 SC1120
 SC1120                          SUPERSEDED SURVEY CONTROL
 SC1120
 SC1120  NGVD 29 (05/16/90)   14.786  (m)           48.51   (f) ADJUSTED    1 2
 SC1120
 SC1120.Superseded values are not recommended for survey control.
 SC1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1120.See file dsdata.txt to determine how the superseded data were derived.
 SC1120
 SC1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER116961(NAD 83)
 SC1120_MARKER: I = METAL ROD
 SC1120_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1120_SP_SET: STAINLESS STEEL ROD
 SC1120_STAMPING: E 534 1987
 SC1120_MARK LOGO: NGS   
 SC1120_PROJECTION: FLUSH
 SC1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC1120+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 SC1120_ROD/PIPE-DEPTH: 6.7  meters
 SC1120
 SC1120  HISTORY     - Date     Condition        Report By
 SC1120  HISTORY     - 1987     MONUMENTED       NGS
 SC1120  HISTORY     - 1989     GOOD             USPSQD
 SC1120  HISTORY     - 20040404 GOOD             USPSQD
 SC1120  HISTORY     - 20050508 GOOD             USPSQD
 SC1120  HISTORY     - 20060809 GOOD             USPSQD
 SC1120
 SC1120                          STATION DESCRIPTION
 SC1120
 SC1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1120'1.3 KM (0.80 MI) NORTH FROM KALAMA.
 SC1120'1.28 KM (0.80 MI) NORTH ALONG THE FRONTAGE ROAD FROM THE INTERSTATE
 SC1120'HIGHWAY 5 OVERPASS AT ELM STREET (EXIT 30) IN KALAMA, IN THE
 SC1120'NORTHWEST CORNER OF THE T-JUNCTION OF THE FRONTAGE ROAD AND A ROAD
 SC1120'LEADING WEST AND OVER THE INTERSTATE HIGHWAY, 24.7 M (81.0 FT) WEST
 SC1120'OF THE CENTERLINE OF THE NORTHBOUND ON RAMP, 6.1 M (20.0 FT) NORTH OF
 SC1120'THE CENTERLINE OF THE ROAD WEST, 7.2 M (23.6 FT) NORTHEAST OF THE
 SC1120'NORTHEAST CORNER OF THE OVERPASS.  NOTE--ACCESS TO DATUM POINT IS HAD
 SC1120'THROUGH A 5-INCH LOGO CAP.
 SC1120'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 SC1120'THE MARK IS 0.4 M ABOVE THE ON RAMP.
 SC1120
 SC1120                          STATION RECOVERY (1989)
 SC1120
 SC1120'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 SC1120'RECOVERED IN GOOD CONDITION.
 SC1120
 SC1120                          STATION RECOVERY (2004)
 SC1120
 SC1120'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC1120'RECOVERED IN GOOD CONDITION.
 SC1120
 SC1120                          STATION RECOVERY (2005)
 SC1120
 SC1120'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 SC1120'RECOVERED IN GOOD CONDITION.
 SC1120
 SC1120                          STATION RECOVERY (2006)
 SC1120
 SC1120'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 SC1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1170 ***********************************************************************
 SC1170  DESIGNATION -  E 535
 SC1170  PID         -  SC1170
 SC1170  STATE/COUNTY-  WA/LEWIS
 SC1170  USGS QUAD   -  WINLOCK (1993)
 SC1170
 SC1170                         *CURRENT SURVEY CONTROL
 SC1170  ___________________________________________________________________
 SC1170* NAD 83(1986)-  46 25 10.     (N)    122 56 34.     (W)     SCALED    
 SC1170* NAVD 88     -       126.435  (meters)     414.81   (feet)  ADJUSTED  
 SC1170  ___________________________________________________________________
 SC1170  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SC1170  DYNAMIC HT  -         126.447 (meters)     414.85  (feet)  COMP
 SC1170  MODELED GRAV-     980,708.4   (mgal)                       NAVD 88
 SC1170
 SC1170  VERT ORDER  -  FIRST     CLASS II
 SC1170
 SC1170.The horizontal coordinates were scaled from a topographic map and have
 SC1170.an estimated accuracy of +/- 6 seconds.
 SC1170
 SC1170.The orthometric height was determined by differential leveling
 SC1170.and adjusted by the National Geodetic Survey in June 1991..
 SC1170
 SC1170.The geoid height was determined by GEOID03.
 SC1170
 SC1170.The dynamic height is computed by dividing the NAVD 88
 SC1170.geopotential number by the normal gravity value computed on the
 SC1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1170.degrees latitude (g = 980.6199 gals.).
 SC1170
 SC1170.The modeled gravity was interpolated from observed gravity values.
 SC1170
 SC1170;                    North         East    Units  Estimated Accuracy
 SC1170;SPC WA S     -   123,630.      312,260.      MT  (+/- 180 meters Scaled)
 SC1170
 SC1170                          SUPERSEDED SURVEY CONTROL
 SC1170
 SC1170  NGVD 29 (05/16/90)  125.401  (m)          411.42   (f) ADJUSTED    1 2
 SC1170
 SC1170.Superseded values are not recommended for survey control.
 SC1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1170.See file dsdata.txt to determine how the superseded data were derived.
 SC1170
 SC1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES043406(NAD 83)
 SC1170_MARKER: I = METAL ROD
 SC1170_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1170_SP_SET: STAINLESS STEEL ROD
 SC1170_STAMPING: E 535 1987
 SC1170_MARK LOGO: NGS   
 SC1170_PROJECTION: FLUSH
 SC1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1170_ROD/PIPE-DEPTH: 18.3 meters
 SC1170
 SC1170  HISTORY     - Date     Condition        Report By
 SC1170  HISTORY     - 1987     MONUMENTED       NGS
 SC1170
 SC1170                          STATION DESCRIPTION
 SC1170
 SC1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1170'1.9 KM (1.20 MI) NORTH FROM VADER.
 SC1170'1.9 KM (1.20 MI) NORTH ALONG SOUTH MILITARY ROAD FROM THE JUNCTION OF
 SC1170'STATE HIGHWAY 506 IN VADER, 21.3 M (69.9 FT) WEST OF THE ROAD
 SC1170'CENTERLINE, 5.5 M (18.0 FT) SOUTH OF THE CENTERLINE OF SAARI ROAD,
 SC1170'13.7 M (44.9 FT) WEST OF A FENCE CORNER, 0.45 M (1.5 FT) NORTH OF A
 SC1170'FENCE, 0.61 M (2.0 FT) WEST OF A GUYED POWER POLE WITH A TRANSFORMER.
 SC1170'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC1170'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 SC1170'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1013 ***********************************************************************
 SC1013  DESIGNATION -  E 536
 SC1013  PID         -  SC1013
 SC1013  STATE/COUNTY-  WA/PACIFIC
 SC1013  USGS QUAD   -  CHINOOK (1984)
 SC1013
 SC1013                         *CURRENT SURVEY CONTROL
 SC1013  ___________________________________________________________________
 SC1013* NAD 83(1986)-  46 20 11.     (N)    123 58 23.     (W)     SCALED    
 SC1013* NAVD 88     -        30.760  (meters)     100.92   (feet)  ADJUSTED  
 SC1013  ___________________________________________________________________
 SC1013  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 SC1013  DYNAMIC HT  -          30.763 (meters)     100.93  (feet)  COMP
 SC1013  MODELED GRAV-     980,712.8   (mgal)                       NAVD 88
 SC1013
 SC1013  VERT ORDER  -  FIRST     CLASS II
 SC1013
 SC1013.The horizontal coordinates were scaled from a topographic map and have
 SC1013.an estimated accuracy of +/- 6 seconds.
 SC1013
 SC1013.The orthometric height was determined by differential leveling
 SC1013.and adjusted by the National Geodetic Survey in June 1991..
 SC1013
 SC1013.The geoid height was determined by GEOID03.
 SC1013
 SC1013.The dynamic height is computed by dividing the NAVD 88
 SC1013.geopotential number by the normal gravity value computed on the
 SC1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1013.degrees latitude (g = 980.6199 gals.).
 SC1013
 SC1013.The modeled gravity was interpolated from observed gravity values.
 SC1013
 SC1013;                    North         East    Units  Estimated Accuracy
 SC1013;SPC WA S     -   117,380.      232,710.      MT  (+/- 180 meters Scaled)
 SC1013
 SC1013                          SUPERSEDED SURVEY CONTROL
 SC1013
 SC1013.No superseded survey control is available for this station.
 SC1013
 SC1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS251318(NAD 83)
 SC1013_MARKER: I = METAL ROD
 SC1013_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1013_SP_SET: STAINLESS STEEL ROD
 SC1013_STAMPING: E 536 1987
 SC1013_MARK LOGO: NGS   
 SC1013_PROJECTION: FLUSH
 SC1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1013+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 SC1013_ROD/PIPE-DEPTH: 7.3  meters
 SC1013
 SC1013  HISTORY     - Date     Condition        Report By
 SC1013  HISTORY     - 1987     MONUMENTED       NGS
 SC1013  HISTORY     - 19971012 GOOD             USPSQD
 SC1013  HISTORY     - 20060330 GOOD             USPSQD
 SC1013
 SC1013                          STATION DESCRIPTION
 SC1013
 SC1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1013'6.6 KM (4.10 MI) EAST FROM SEAVIEW.
 SC1013'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SC1013'IN SEAVIEW, THENCE 6.5 KM (4.05 MI) EAST ALONG US HIGHWAY 101, 0.72
 SC1013'KM (0.45 MI) EAST OF MILEPOST 17, 7.1 M (23.3 FT) EAST OF A TRACK
 SC1013'ROAD SOUTH, 10.7 M (35.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 SC1013'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 SC1013'CAP.
 SC1013'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 SC1013'THE MARK IS 0.15 M BELOW THE HIGHWAY.
 SC1013
 SC1013                          STATION RECOVERY (1997)
 SC1013
 SC1013'RECOVERY NOTE BY US POWER SQUADRON 1997
 SC1013'RECOVERED IN GOOD CONDITION.
 SC1013
 SC1013                          STATION RECOVERY (2006)
 SC1013
 SC1013'RECOVERY NOTE BY US POWER SQUADRON 2006 (JWM)
 SC1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0306 ***********************************************************************
 SD0306  DESIGNATION -  E 537
 SD0306  PID         -  SD0306
 SD0306  STATE/COUNTY-  WA/PACIFIC
 SD0306  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0306
 SD0306                         *CURRENT SURVEY CONTROL
 SD0306  ___________________________________________________________________
 SD0306* NAD 83(1986)-  46 21 34.     (N)    124 03 17.     (W)     SCALED    
 SD0306* NAVD 88     -         5.762  (meters)      18.90   (feet)  ADJUSTED  
 SD0306  ___________________________________________________________________
 SD0306  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 SD0306  DYNAMIC HT  -           5.763 (meters)      18.91  (feet)  COMP
 SD0306  MODELED GRAV-     980,710.4   (mgal)                       NAVD 88
 SD0306
 SD0306  VERT ORDER  -  FIRST     CLASS II
 SD0306
 SD0306.The horizontal coordinates were scaled from a topographic map and have
 SD0306.an estimated accuracy of +/- 6 seconds.
 SD0306
 SD0306.The orthometric height was determined by differential leveling
 SD0306.and adjusted by the National Geodetic Survey in June 1991..
 SD0306
 SD0306.The geoid height was determined by GEOID03.
 SD0306
 SD0306.The dynamic height is computed by dividing the NAVD 88
 SD0306.geopotential number by the normal gravity value computed on the
 SD0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0306.degrees latitude (g = 980.6199 gals.).
 SD0306
 SD0306.The modeled gravity was interpolated from observed gravity values.
 SD0306
 SD0306;                    North         East    Units  Estimated Accuracy
 SD0306;SPC WA S     -   120,220.      226,540.      MT  (+/- 180 meters Scaled)
 SD0306
 SD0306                          SUPERSEDED SURVEY CONTROL
 SD0306
 SD0306.No superseded survey control is available for this station.
 SD0306
 SD0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS188345(NAD 83)
 SD0306_MARKER: I = METAL ROD
 SD0306_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0306_SP_SET: STAINLESS STEEL ROD
 SD0306_STAMPING: E 537 1987
 SD0306_MARK LOGO: WA-049
 SD0306_PROJECTION: FLUSH
 SD0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0306+STABILITY: POSITION/ELEVATION WELL
 SD0306_ROD/PIPE-DEPTH: 19.4 meters
 SD0306
 SD0306  HISTORY     - Date     Condition        Report By
 SD0306  HISTORY     - 1987     MONUMENTED       WA-049
 SD0306  HISTORY     - 1987     GOOD             NGS
 SD0306  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 SD0306  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 SD0306
 SD0306                          STATION DESCRIPTION
 SD0306
 SD0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0306'3.1 KM (1.95 MI) NORTH FROM SEAVIEW.
 SD0306'3.14 KM (1.95 MI) NORTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0306'IN SEAVIEW, 6.95 M (22.8 FT) SOUTH OF THE CENTERLINE 12TH STREET,
 SD0306'8.35 M (27.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS
 SD0306'TO DATUM POINT IS HAD THROUGH AN 8-INCH IRON LOGO CAP SET IN THE
 SD0306'ASPHALT.
 SD0306'THE MARK IS 3.4 METERS  N FROM  A WITNESS POST
 SD0306'THE MARK IS ABOVE LEVEL WITH THE STREET.
 SD0306
 SD0306                          STATION RECOVERY (2001)
 SD0306
 SD0306'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMJ)
 SD0306'RECENT NEW PAVING AND DEVELOPMENT.
 SD0306
 SD0306                          STATION RECOVERY (2005)
 SD0306
 SD0306'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SD0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0355 ***********************************************************************
 SD0355  DESIGNATION -  E 538
 SD0355  PID         -  SD0355
 SD0355  STATE/COUNTY-  WA/PACIFIC
 SD0355  USGS QUAD   -  OYSTERVILLE (1994)
 SD0355
 SD0355                         *CURRENT SURVEY CONTROL
 SD0355  ___________________________________________________________________
 SD0355* NAD 83(1986)-  46 34 02.     (N)    124 02 16.     (W)     SCALED    
 SD0355* NAVD 88     -         5.396  (meters)      17.70   (feet)  ADJUSTED  
 SD0355  ___________________________________________________________________
 SD0355  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 SD0355  DYNAMIC HT  -           5.397 (meters)      17.71  (feet)  COMP
 SD0355  MODELED GRAV-     980,730.9   (mgal)                       NAVD 88
 SD0355
 SD0355  VERT ORDER  -  FIRST     CLASS II
 SD0355
 SD0355.The horizontal coordinates were scaled from a topographic map and have
 SD0355.an estimated accuracy of +/- 6 seconds.
 SD0355
 SD0355.The orthometric height was determined by differential leveling
 SD0355.and adjusted by the National Geodetic Survey in June 1991..
 SD0355
 SD0355.The geoid height was determined by GEOID03.
 SD0355
 SD0355.The dynamic height is computed by dividing the NAVD 88
 SD0355.geopotential number by the normal gravity value computed on the
 SD0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0355.degrees latitude (g = 980.6199 gals.).
 SD0355
 SD0355.The modeled gravity was interpolated from observed gravity values.
 SD0355
 SD0355;                    North         East    Units  Estimated Accuracy
 SD0355;SPC WA S     -   143,230.      228,880.      MT  (+/- 180 meters Scaled)
 SD0355
 SD0355                          SUPERSEDED SURVEY CONTROL
 SD0355
 SD0355.No superseded survey control is available for this station.
 SD0355
 SD0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS204575(NAD 83)
 SD0355_MARKER: I = METAL ROD
 SD0355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0355_SP_SET: STAINLESS STEEL ROD
 SD0355_STAMPING: E 538 1987
 SD0355_MARK LOGO: WA-049
 SD0355_PROJECTION: FLUSH
 SD0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0355+STABILITY: POSITION/ELEVATION WELL
 SD0355_ROD/PIPE-DEPTH: 18.2 meters
 SD0355
 SD0355  HISTORY     - Date     Condition        Report By
 SD0355  HISTORY     - 1987     MONUMENTED       WA-049
 SD0355  HISTORY     - 1987     GOOD             NGS
 SD0355
 SD0355                          STATION DESCRIPTION
 SD0355
 SD0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0355'28.7 KM (17.85 MI) NORTH FROM SEAVIEW.
 SD0355'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0355'IN SEAVIEW, THENCE 0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101,
 SD0355'THENCE 25.3 KM (15.70 MI) NORTH ALONG SANDRIDGE ROAD, THENCE 0.48 KM
 SD0355'(0.30 MI) WEST ALONG OYSTERVILLE ROAD, THENCE 2.09 KM (1.30 MI) NORTH
 SD0355'ALONG STACKPOLE ROAD, 1.82 M (6.0 FT) WEST OF THE CENTERLINE OF THE
 SD0355'ROAD, 6.70 M (22.0 FT) NORTH OF THE EXTENDED CENTER OF A PRIVATE ROAD
 SD0355'EAST, 1.52 M (5.0 FT) SOUTH OF THE EXTENDED CENTER OF A PRIVATE ROAD
 SD0355'WEST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH AN 8-INCH IRON LOGO
 SD0355'CAP.
 SD0355'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0353 ***********************************************************************
 SD0353  DESIGNATION -  E 539
 SD0353  PID         -  SD0353
 SD0353  STATE/COUNTY-  WA/PACIFIC
 SD0353  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0353
 SD0353                         *CURRENT SURVEY CONTROL
 SD0353  ___________________________________________________________________
 SD0353* NAD 83(1986)-  46 20 17.     (N)    124 02 36.     (W)     SCALED    
 SD0353* NAVD 88     -         7.252  (meters)      23.79   (feet)  ADJUSTED  
 SD0353  ___________________________________________________________________
 SD0353  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SD0353  DYNAMIC HT  -           7.252 (meters)      23.79  (feet)  COMP
 SD0353  MODELED GRAV-     980,709.6   (mgal)                       NAVD 88
 SD0353
 SD0353  VERT ORDER  -  FIRST     CLASS II
 SD0353
 SD0353.The horizontal coordinates were scaled from a topographic map and have
 SD0353.an estimated accuracy of +/- 6 seconds.
 SD0353
 SD0353.The orthometric height was determined by differential leveling
 SD0353.and adjusted by the National Geodetic Survey in June 1991..
 SD0353
 SD0353.The geoid height was determined by GEOID03.
 SD0353
 SD0353.The dynamic height is computed by dividing the NAVD 88
 SD0353.geopotential number by the normal gravity value computed on the
 SD0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0353.degrees latitude (g = 980.6199 gals.).
 SD0353
 SD0353.The modeled gravity was interpolated from observed gravity values.
 SD0353
 SD0353;                    North         East    Units  Estimated Accuracy
 SD0353;SPC WA S     -   117,800.      227,310.      MT  (+/- 180 meters Scaled)
 SD0353
 SD0353                          SUPERSEDED SURVEY CONTROL
 SD0353
 SD0353.No superseded survey control is available for this station.
 SD0353
 SD0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS197321(NAD 83)
 SD0353_MARKER: I = METAL ROD
 SD0353_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0353_SP_SET: STAINLESS STEEL ROD
 SD0353_STAMPING: E 539 1987
 SD0353_MARK LOGO: WA-049
 SD0353_PROJECTION: FLUSH
 SD0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0353+STABILITY: POSITION/ELEVATION WELL
 SD0353_ROD/PIPE-DEPTH: 17.3 meters
 SD0353
 SD0353  HISTORY     - Date     Condition        Report By
 SD0353  HISTORY     - 1987     MONUMENTED       WA-049
 SD0353  HISTORY     - 1987     GOOD             NGS
 SD0353  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 SD0353
 SD0353                          STATION DESCRIPTION
 SD0353
 SD0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0353'1.7 KM (1.05 MI) NE FROM SEAVIEW.
 SD0353'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0353'IN SEAVIEW, THENCE 0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101,
 SD0353'THENCE 0.80 KM (0.50 MI) NORTH ALONG SANDRIDGE ROAD, AT A PRIVATE
 SD0353'PAVED ENTRANCE TO THE BALES RESIDENCE, 2.62 M (8.6 FT) WEST OF THE
 SD0353'ROAD CENTERLINE, 7.1 M (23.3 FT) NORTH OF THE CENTER OF THE ENTRANCE,
 SD0353'3.2 M (10.5 FT) EAST OF A WOOD FENCE.  NOTE--ACCESS TO THE DATUM
 SD0353'POINT IS HAD THROUGH AN 8-INCH IRON LOGO CAP SET IN THE ASPHALT OF
 SD0353'THE ROAD.
 SD0353'THE MARK IS 2.8 METERS  E FROM  A WITNESS POST
 SD0353'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SD0353
 SD0353                          STATION RECOVERY (2005)
 SD0353
 SD0353'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SD0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1319 ***********************************************************************
 RZ1319  DESIGNATION -  E 54
 RZ1319  PID         -  RZ1319
 RZ1319  STATE/COUNTY-  WA/WHITMAN
 RZ1319  USGS QUAD   -  WINONA (1981)
 RZ1319
 RZ1319                         *CURRENT SURVEY CONTROL
 RZ1319  ___________________________________________________________________
 RZ1319* NAD 83(1986)-  46 56 43.     (N)    117 45 19.     (W)     SCALED    
 RZ1319* NAVD 88     -       474.642  (meters)    1557.22   (feet)  ADJUSTED  
 RZ1319  ___________________________________________________________________
 RZ1319  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 RZ1319  DYNAMIC HT  -         474.651 (meters)    1557.25  (feet)  COMP
 RZ1319  MODELED GRAV-     980,617.9   (mgal)                       NAVD 88
 RZ1319
 RZ1319  VERT ORDER  -  SECOND    CLASS 0
 RZ1319
 RZ1319.The horizontal coordinates were scaled from a topographic map and have
 RZ1319.an estimated accuracy of +/- 6 seconds.
 RZ1319
 RZ1319.The orthometric height was determined by differential leveling
 RZ1319.and adjusted by the National Geodetic Survey in June 1991..
 RZ1319
 RZ1319.The geoid height was determined by GEOID03.
 RZ1319
 RZ1319.The dynamic height is computed by dividing the NAVD 88
 RZ1319.geopotential number by the normal gravity value computed on the
 RZ1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1319.degrees latitude (g = 980.6199 gals.).
 RZ1319
 RZ1319.The modeled gravity was interpolated from observed gravity values.
 RZ1319
 RZ1319;                    North         East    Units  Estimated Accuracy
 RZ1319;SPC WA S     -   182,810.      708,910.      MT  (+/- 180 meters Scaled)
 RZ1319
 RZ1319                          SUPERSEDED SURVEY CONTROL
 RZ1319
 RZ1319  NGVD 29 (??/??/92)  473.599  (m)         1553.80   (f) ADJ UNCH    2 0
 RZ1319
 RZ1319.Superseded values are not recommended for survey control.
 RZ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1319.See file dsdata.txt to determine how the superseded data were derived.
 RZ1319
 RZ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM425993(NAD 83)
 RZ1319_MARKER: DB = BENCH MARK DISK
 RZ1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1319_STAMPING: E 54 1934
 RZ1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1319+STABILITY: SURFACE MOTION
 RZ1319
 RZ1319  HISTORY     - Date     Condition        Report By
 RZ1319  HISTORY     - 1934     MONUMENTED       CGS
 RZ1319  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 RZ1319
 RZ1319                          STATION DESCRIPTION
 RZ1319
 RZ1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RZ1319'2.2 MI E FROM WINONA.
 RZ1319'2.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM WINONA, 365 YARDS
 RZ1319'EAST OF MILEPOST 54, AT A ROAD CROSSING, 47 FEET EAST OF THE CENTER
 RZ1319'LINE OF THE ROAD, 29 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 6
 RZ1319'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A CONCRETE
 RZ1319'POST.
 RZ1319
 RZ1319                          STATION RECOVERY (1980)
 RZ1319
 RZ1319'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 RZ1319'LOST DUE TO FENCE REMOVAL AND WORK DONE BY RAILROAD IN AREA. IT IS
 RZ1319'POSSIBLE MONUMENT IS INTACT BUT BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0744 ***********************************************************************
 SA0744  DESIGNATION -  E 55
 SA0744  PID         -  SA0744
 SA0744  STATE/COUNTY-  WA/GRANT
 SA0744  USGS QUAD   -  FRENCHMAN HILLS LAKE (1986)
 SA0744
 SA0744                         *CURRENT SURVEY CONTROL
 SA0744  ___________________________________________________________________
 SA0744* NAD 83(1986)-  46 54 48.     (N)    119 31 02.     (W)     SCALED    
 SA0744* NAVD 88     -       345.962  (meters)    1135.04   (feet)  ADJUSTED  
 SA0744  ___________________________________________________________________
 SA0744  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SA0744  DYNAMIC HT  -         345.986 (meters)    1135.12  (feet)  COMP
 SA0744  MODELED GRAV-     980,674.4   (mgal)                       NAVD 88
 SA0744
 SA0744  VERT ORDER  -  SECOND    CLASS 0
 SA0744
 SA0744.The horizontal coordinates were scaled from a topographic map and have
 SA0744.an estimated accuracy of +/- 6 seconds.
 SA0744
 SA0744.The orthometric height was determined by differential leveling
 SA0744.and adjusted by the National Geodetic Survey in June 1991..
 SA0744
 SA0744.The geoid height was determined by GEOID03.
 SA0744
 SA0744.The dynamic height is computed by dividing the NAVD 88
 SA0744.geopotential number by the normal gravity value computed on the
 SA0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0744.degrees latitude (g = 980.6199 gals.).
 SA0744
 SA0744.The modeled gravity was interpolated from observed gravity values.
 SA0744
 SA0744;                    North         East    Units  Estimated Accuracy
 SA0744;SPC WA S     -   176,090.      574,860.      MT  (+/- 180 meters Scaled)
 SA0744
 SA0744                          SUPERSEDED SURVEY CONTROL
 SA0744
 SA0744  NGVD 29 (??/??/92)  344.877  (m)         1131.48   (f) ADJ UNCH    2 0
 SA0744
 SA0744.Superseded values are not recommended for survey control.
 SA0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0744.See file dsdata.txt to determine how the superseded data were derived.
 SA0744
 SA0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM083986(NAD 83)
 SA0744_MARKER: DB = BENCH MARK DISK
 SA0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0744_STAMPING: E 55 1934
 SA0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0744+STABILITY: SURFACE MOTION
 SA0744
 SA0744  HISTORY     - Date     Condition        Report By
 SA0744  HISTORY     - 1934     MONUMENTED       CGS
 SA0744  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA0744
 SA0744                          STATION DESCRIPTION
 SA0744
 SA0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SA0744'10.3 MI N FROM CORFU.
 SA0744'10.3 MILES NORTH AND WEST ALONG A COUNTY ROAD FROM CORFU, GRANT
 SA0744'COUNTY, 2.5 MILES SOUTHEAST OF THE FARMHOUSE OWNED IN 1934 BY O.
 SA0744'ABRAHAMSON, 0.4 MILE EAST OF THE JUNCTION OF A ROAD LEADING TO AN
 SA0744'ABANDONED FARMHOUSE, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 SA0744'33 FEET NORTH OF THE SECTION-LINE FENCE.  A STANDARD DISK, STAMPED E
 SA0744'55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SA0744
 SA0744                          STATION RECOVERY (1967)
 SA0744
 SA0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AG9921 ***********************************************************************
 AG9921  DESIGNATION -  E 552
 AG9921  PID         -  AG9921
 AG9921  STATE/COUNTY-  WA/KLICKITAT
 AG9921  USGS QUAD   -  APPLETON (1994)
 AG9921
 AG9921                         *CURRENT SURVEY CONTROL
 AG9921  ___________________________________________________________________
 AG9921* NAD 83(1986)-  45 45 50.     (N)    121 18 41.     (W)     SCALED    
 AG9921* NAVD 88     -       597.717  (meters)    1961.01   (feet)  ADJUSTED  
 AG9921  ___________________________________________________________________
 AG9921  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 AG9921  DYNAMIC HT  -         597.664 (meters)    1960.84  (feet)  COMP
 AG9921  MODELED GRAV-     980,507.6   (mgal)                       NAVD 88
 AG9921
 AG9921  VERT ORDER  -  FIRST     CLASS II
 AG9921
 AG9921.The horizontal coordinates were scaled from a topographic map and have
 AG9921.an estimated accuracy of +/- 6 seconds.
 AG9921
 AG9921.The orthometric height was determined by differential leveling
 AG9921.and adjusted by the National Geodetic Survey in July 2002..
 AG9921
 AG9921.The geoid height was determined by GEOID03.
 AG9921
 AG9921.The dynamic height is computed by dividing the NAVD 88
 AG9921.geopotential number by the normal gravity value computed on the
 AG9921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9921.degrees latitude (g = 980.6199 gals.).
 AG9921
 AG9921.The modeled gravity was interpolated from observed gravity values.
 AG9921
 AG9921;                    North         East    Units  Estimated Accuracy
 AG9921;SPC WA S     -    48,180.      436,880.      MT  (+/- 180 meters Scaled)
 AG9921
 AG9921                          SUPERSEDED SURVEY CONTROL
 AG9921
 AG9921.No superseded survey control is available for this station.
 AG9921
 AG9921_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR313692(NAD 83)
 AG9921_MARKER: DV = VERTICAL CONTROL DISK
 AG9921_SETTING: 66 = SET IN ROCK OUTCROP
 AG9921_STAMPING: E 552 1998
 AG9921_MARK LOGO: NGS   
 AG9921_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG9921+STABILITY: POSITION/ELEVATION WELL
 AG9921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9921+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AG9921
 AG9921  HISTORY     - Date     Condition        Report By
 AG9921  HISTORY     - 1998     MONUMENTED       NGS
 AG9921
 AG9921                          STATION DESCRIPTION
 AG9921
 AG9921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9921'0.7 KM (0.45 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 AG9921'IN LYLE, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG OLD STATE HIGHWAY 8,
 AG9921'THENCE 0.6 KM (0.35 MI) NORTHEASTERLY ALONG CANYON ROAD, THENCE 7.2 KM
 AG9921'(4.45 MI) NORTHWESTERLY ALONG LYLE-SNOWDEN ROAD, NEAR THE CENTER OF A
 AG9921'2 BY 2-FT EXPOSED AREA OF BEDROCK IN A ROAD CUT, 13.3 M (43.6 FT)
 AG9921'NORTHWEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 112500, 4.1 M (13.5
 AG9921'FT) SOUTHWEST OF THE ROAD CENTER, 0.7 M (2.3 FT) NORTHWEST OF A
 AG9921'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 AG9921'NOTE--THE MARK IS ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE6303 ***********************************************************************
 DE6303  DESIGNATION -  E 553
 DE6303  PID         -  DE6303
 DE6303  STATE/COUNTY-  WA/SPOKANE
 DE6303  USGS QUAD   -  SPOKANE SW (1986)
 DE6303
 DE6303                         *CURRENT SURVEY CONTROL
 DE6303  ___________________________________________________________________
 DE6303* NAD 83(1986)-  47 33 30.     (N)    117 29 15.     (W)     SCALED    
 DE6303* NAVD 88     -       660.732  (meters)    2167.75   (feet)  ADJUSTED  
 DE6303  ___________________________________________________________________
 DE6303  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 DE6303  DYNAMIC HT  -         660.760 (meters)    2167.84  (feet)  COMP
 DE6303  MODELED GRAV-     980,634.3   (mgal)                       NAVD 88
 DE6303
 DE6303  VERT ORDER  -  FIRST     CLASS II
 DE6303
 DE6303.The horizontal coordinates were scaled from a topographic map and have
 DE6303.an estimated accuracy of +/- 6 seconds.
 DE6303
 DE6303.The orthometric height was determined by differential leveling
 DE6303.and adjusted by the National Geodetic Survey in September 2002..
 DE6303.No vertical observational check was made to the station.
 DE6303
 DE6303.The geoid height was determined by GEOID03.
 DE6303
 DE6303.The dynamic height is computed by dividing the NAVD 88
 DE6303.geopotential number by the normal gravity value computed on the
 DE6303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6303.degrees latitude (g = 980.6199 gals.).
 DE6303
 DE6303.The modeled gravity was interpolated from observed gravity values.
 DE6303
 DE6303;                    North         East    Units  Estimated Accuracy
 DE6303;SPC WA N     -    67,550.      751,730.      MT  (+/- 180 meters Scaled)
 DE6303
 DE6303                          SUPERSEDED SURVEY CONTROL
 DE6303
 DE6303.No superseded survey control is available for this station.
 DE6303
 DE6303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN633673(NAD 83)
 DE6303_MARKER: F = FLANGE-ENCASED ROD
 DE6303_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE6303_STAMPING: E 553 2002
 DE6303_MARK LOGO: NGS   
 DE6303_PROJECTION: FLUSH
 DE6303_MAGNETIC: I = MARKER IS A STEEL ROD
 DE6303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6303+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DE6303_ROD/PIPE-DEPTH: 7.9  meters
 DE6303_SLEEVE-DEPTH  : 0.9 meters
 DE6303
 DE6303  HISTORY     - Date     Condition        Report By
 DE6303  HISTORY     - 2002     MONUMENTED       NGS
 DE6303
 DE6303                          STATION DESCRIPTION
 DE6303
 DE6303'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 DE6303'3.5 KM SOUTHERLY ALONG U.S. HIGHWAY 195 FROM THE JUNCTION OF
 DE6303'INTERSTATE HIGHWAY 90 IN
 DE6303'SPOKANE, THENCE 8.0 KM SOUTHWESTERLY ALONG CHENEY-SPOKANE ROAD, THENCE
 DE6303'1.2 KM
 DE6303'SOUTHERLY ALONG GARDNER ROAD, 40.7 M NORTH OF THE CENTER OF A
 DE6303'DRIVEWAY, 10.4 M WEST OF
 DE6303'THE CENTERLINE OF THE ROAD, 2.5 M EAST OF A WITNESS POST AND FENCE,
 DE6303'AND 0.4 M BELOW THE
 DE6303'LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DE6303'5-INCH LOGO CAP.  THE
 DE6303'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 DE6303'MARK IS ON THE
 DE6303'ROAD RIGHT OF WAY.
 DE6303' 
 DE6303' 
 DE6303'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0886 ***********************************************************************
 SW0886  CBN         -  This is a Cooperative Base Network Control Station.
 SW0886  DESIGNATION -  E 56
 SW0886  PID         -  SW0886
 SW0886  STATE/COUNTY-  WA/DOUGLAS
 SW0886  USGS QUAD   -  MANSFIELD (1978)
 SW0886
 SW0886                         *CURRENT SURVEY CONTROL
 SW0886  ___________________________________________________________________
 SW0886* NAD 83(1998)-  47 48 55.65576(N)    119 40 59.60427(W)     ADJUSTED  
 SW0886* NAVD 88     -       708.435  (meters)    2324.26   (feet)  ADJUSTED  
 SW0886  ___________________________________________________________________
 SW0886  X           -  -2,125,123.133 (meters)                     COMP
 SW0886  Y           -  -3,728,273.609 (meters)                     COMP
 SW0886  Z           -   4,703,632.703 (meters)                     COMP
 SW0886  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 SW0886  ELLIP HEIGHT-         689.11  (meters)          (07/03/01) GPS OBS
 SW0886  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 SW0886  DYNAMIC HT  -         708.479 (meters)    2324.40  (feet)  COMP
 SW0886  MODELED GRAV-     980,651.0   (mgal)                       NAVD 88
 SW0886
 SW0886  HORZ ORDER  -  B
 SW0886  VERT ORDER  -  SECOND    CLASS 0
 SW0886  ELLP ORDER  -  FIFTH     CLASS I
 SW0886
 SW0886.The horizontal coordinates were established by GPS observations
 SW0886.and adjusted by the National Geodetic Survey in July 2001..
 SW0886.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW0886.DATUM ITEM on the data sheet items page.
 SW0886
 SW0886.The orthometric height was determined by differential leveling
 SW0886.and adjusted by the National Geodetic Survey in June 1991..
 SW0886
 SW0886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW0886
 SW0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0886
 SW0886.The ellipsoidal height was determined by GPS observations
 SW0886.and is referenced to NAD 83.
 SW0886
 SW0886.The geoid height was determined by GEOID03.
 SW0886
 SW0886.The dynamic height is computed by dividing the NAVD 88
 SW0886.geopotential number by the normal gravity value computed on the
 SW0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0886.degrees latitude (g = 980.6199 gals.).
 SW0886
 SW0886.The modeled gravity was interpolated from observed gravity values.
 SW0886
 SW0886;                    North         East     Units Scale Factor Converg.
 SW0886;SPC WA N     -    91,307.862   586,126.014   MT  0.99995612   +0 51 22.6
 SW0886;SPC WA N     -   299,565.88  1,922,981.76   sFT  0.99995612   +0 51 22.6
 SW0886;UTM  11      - 5,299,275.985   299,137.951   MT  1.00009580   -1 59 20.0
 SW0886
 SW0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0886!SPC WA N     -   0.99989200  x   0.99995612  =   0.99984813
 SW0886!UTM  11      -   0.99989200  x   1.00009580  =   0.99998779
 SW0886
 SW0886|---------------------------------------------------------------------|
 SW0886| PID    Reference Object                     Distance      Geod. Az  |
 SW0886|                                                           dddmmss.s |
 SW0886| CF1932 E 56 RM 1                            43.403 METERS 06956     |
 SW0886| CF1931 E 56 AZ MK                                         0892226.4 |
 SW0886| SW1579 MANSFIELD GRAIN ELEVATOR            APPROX. 3.5 KM 0992810.2 |
 SW0886| SW1580 MANSFIELD WATER TANK                APPROX. 3.1 KM 1020102.1 |
 SW0886| SW0887 E 56 RM 4                            48.026 METERS 14531     |
 SW0886| SW1581 E 56 RM 6 AZIMUTH                   APPROX. 0.8 KM 1900807.6 |
 SW0886| CF1934 E 56 RM 3                            46.683 METERS 28933     |
 SW0886| SW0888 E 56 RM 5                            48.549 METERS 29737     |
 SW0886| CF1933 E 56 RM 2                            17.966 METERS 34957     |
 SW0886|---------------------------------------------------------------------|
 SW0886
 SW0886                          SUPERSEDED SURVEY CONTROL
 SW0886
 SW0886  NAD 83(1991)-  47 48 55.65446(N)    119 40 59.60400(W) AD(       ) B
 SW0886  ELLIP H (05/29/91)  689.24   (m)                       GP(       ) 4 1
 SW0886  NAD 83(1986)-  47 48 55.65789(N)    119 40 59.58711(W) AD(       ) 1
 SW0886  NAD 27      -  47 48 56.14000(N)    119 40 55.40600(W) AD(       ) 1
 SW0886  NAVD 88 (01/21/94)  708.43   (m)         2324.2    (f) LEVELING    3  
 SW0886  NGVD 29 (??/??/92)  707.200  (m)         2320.21   (f) ADJ UNCH    2 0
 SW0886
 SW0886.Superseded values are not recommended for survey control.
 SW0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0886.See file dsdata.txt to determine how the superseded data were derived.
 SW0886
 SW0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9913899276(NAD 83)
 SW0886_MARKER: DB = BENCH MARK DISK
 SW0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0886_SP_SET: CONCRETE POST
 SW0886_STAMPING: E 56 1934
 SW0886_MARK LOGO: CGS   
 SW0886_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW0886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0886+STABILITY: POSITION/ELEVATION WELL
 SW0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW0886+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1993
 SW0886
 SW0886  HISTORY     - Date     Condition        Report By
 SW0886  HISTORY     - 1940     MONUMENTED       CGS
 SW0886  HISTORY     - 1958     GOOD             BPA
 SW0886  HISTORY     - 1966     GOOD             CGS
 SW0886  HISTORY     - 1969     GOOD             CGS
 SW0886  HISTORY     - 1969     GOOD             NGS
 SW0886  HISTORY     - 1974     GOOD             NGS
 SW0886  HISTORY     - 19890510 GOOD             NGS
 SW0886  HISTORY     - 19900914 GOOD
 SW0886  HISTORY     - 19930531 GOOD             DCPW
 SW0886
 SW0886                          STATION DESCRIPTION
 SW0886
 SW0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SW0886'STATION IS 2 MILES W OF MANSFIELD AND ABOUT 22 MILES NE OF WATERVILLE
 SW0886'ON THE S SIDE OF STATE HIGHWAY 10, WHERE THE HIGHWAY TURNS TO THE
 SW0886'N AND CLOSE TO A LARGE MILEAGE POST.  THE SURROUNDING COUNTRY IS
 SW0886'QUITE LEVEL AND UNDER CULTIVATION.
 SW0886'
 SW0886'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 SW0886'CONCRETE.
 SW0886'
 SW0886'STATION MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK SET IN THE
 SW0886'TOP OF A CONCRETE POST, 8 INCHES SQUARE, FLUSH WITH THE GROUND, 23
 SW0886'FEET S OF THE CENTER LINE OF ROAD, 2 FEET N OF FENCE LINE, 4.1
 SW0886'FEET ESE OF A WHITE WITNESS POST, 10.5 FEET E OF MILEAGE POST AND IS
 SW0886'STAMPED E 56 1934.
 SW0886'
 SW0886'REFERENCE MARK NO. 1 IS ABOUT 150 FEET E OF THE N TURN IN THE
 SW0886'HIGHWAY 10, 25 FEET N OF ROAD AND 2.9 FEET W OF TELEPHONE POLE.  IT
 SW0886'PROJECTS 4 INCHES, 1 FOOT ABOVE THE STATION, AND IS STAMPED E 56 NO.
 SW0886'1 1940.
 SW0886'
 SW0886'REFERENCE MARK NO. 2 IS 22 FEET N OF CENTER LINE OF ROAD, 1 FOOT S
 SW0886'OF FENCE CORNER.  IT PROJECTS 4 INCHES, 1 FOOT ABOVE STATION AND
 SW0886'IS STAMPED E 56 NO. 2 1940.
 SW0886'
 SW0886'AZIMUTH MARK IS 1 FOOT S OF FENCE LINE, 1.7 FEET SSE OF A WHITE
 SW0886'WITNESS POST, PROJECTS 3 INCHES AND IS STAMPED E 56 1940.
 SW0886'
 SW0886'TO REACH FROM MANSFIELD GO W ON STATE HIGHWAY 10 (HARD-SURFACE)
 SW0886'FOR 1.25 MILES TO THE AZIMUTH MARK ON RIGHT, 23 FEET N OF CENTER
 SW0886'LINE OF ROAD.  CONTINUE W ON HIGHWAY 10 FOR 0.75 MILE TO STATION ON
 SW0886'LEFT WHERE HIGHWAY 10 TURNS N AND A GRAVEL ROAD CONTINUES STRAIGHT
 SW0886'AHEAD (W) AT A LARGE MILEAGE POST ON LEFT.
 SW0886'
 SW0886'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 SW0886
 SW0886                          STATION RECOVERY (1958)
 SW0886
 SW0886'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1958
 SW0886'THE STATION RECOVERED.  REFERENCE MARK 1 COULD NOT BE FOUND.
 SW0886'BELIEVE THAT IT HAS BEEN REMOVED.  REFERENCE MARK 2 HAS BEEN HIT
 SW0886'BY SOME MACHINE AND IS OUT OF PLUMB.  THE STATION IS 86 PACES W OF
 SW0886'MILE POST 20.  THE AZIMUTH MARK IS SET IN A 12- BY 12-IN. CONCRETE
 SW0886'BLOCK.
 SW0886
 SW0886                          STATION RECOVERY (1966)
 SW0886
 SW0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SW0886'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 SW0886'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS RECOVERED
 SW0886'IN A CULTIVATED FIELD AND TILTED ABOUT 45 DEGREES.  REFERENCE MARK
 SW0886'NO. 2 WAS DESTROYED AND REFERENCE MARK NO. 3 ESTABLISHED.
 SW0886'OBSERVATIONS SHOWED A DISCREPENCY OF 4 MINUTES 35 SECONDS TO THE
 SW0886'AZIMUTH MARK WHEN COMPARED TO 1940 OBSERVATIONS.  A COMPLETE NEW
 SW0886'DESCRIPTION FOLLOWS.
 SW0886'
 SW0886'THE STATION IS 2 MILES WEST OF MANSFIELD, 0.1 MILE EAST OF A
 SW0886'CROSSROADS, AT A Y INTERSECTION OF TWO BLACKTOP ROADS, IN SECTION
 SW0886'27, T 27 N, R 25 E.
 SW0886'
 SW0886'THE STATION MARK, STAMPED E 56 1934, IS A BENCH MARK DISK SET IN A
 SW0886'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 19 YARDS SOUTHEAST
 SW0886'OF THE INSIDE EDGES OF A Y FORMED BY TWO BLACKTOP ROADS, 6 YARDS
 SW0886'EAST OF A TELEPHONE POLE, 21 FEET SOUTH OF THE CENTER OF STATE
 SW0886'HIGHWAY 172, 6 INCHES SOUTH OF THE LINE OF TELEPHONE POLES AND ON THE
 SW0886'WESTERN SIDE OF THE SUMMIT OF THE HILL.
 SW0886'
 SW0886'REFERENCE MARK NO. 1, STAMPED E 56 NO 1 1940, IS A STANDARD DISK
 SW0886'SET IN A SQUARE CONCRETE POST AT THE UPPER EDGE OF THE CUT FOR THE
 SW0886'ROAD.  MARK IS EXPOSED 3 INCHES ON THE SOUTH SIDE AND IS FLUSH WITH
 SW0886'THE GROUND ON THE NORTH SIDE.  IT IS 60 YARDS EAST OF THE INSIDE
 SW0886'EDGE OF Y, 25 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 6 FEET
 SW0886'EAST-SOUTHEAST OF A POWER POLE.
 SW0886'
 SW0886'REFERENCE MARK NO. 3, STAMPED E 56 1966 NO 3 1940, IS A STANDARD
 SW0886'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SW0886'IN THE Y BETWEEN THE TWO BLACKTOP ROADS, 1 FOOT LOWER THAN AND 31
 SW0886'FEET SOUTHWEST OF THE CENTER OF THE CURVED ROAD, 2 FEET HIGHER THAN
 SW0886'AND 29 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 68 FEET WEST
 SW0886'OF THE POINT OF THE GRASSY AREA BETWEEN THE ROADS AND 1.6 FEET EAST
 SW0886'OF A POWER POLE.
 SW0886'
 SW0886'THE AZIMUTH MARK, STAMPED E 56 1940, IS A STANDARD DISK SET IN A
 SW0886'SQUARE CONCRETE POST ON THE NORTH CUT OF THE ROAD, 2 FEET ABOVE
 SW0886'THE ROAD AND 1 FOOT BELOW FIELD LEVEL, WITH 4 INCHES OF THE SOUTH
 SW0886'SIDE OF THE MARK EXPOSED, IT IS 0.1 MILE WEST OF THE SECTION LINE, 43
 SW0886'YARDS EAST OF A POWER POLE AT THE SUMMIT OF A RISE AND 27 FEET NORTH
 SW0886'OF THE CENTER OF THE ROAD.
 SW0886'
 SW0886'A POSITION OF THE STANDPIPE LISTED IN THE BOX SCORE OF THIS
 SW0886'DESCRIPTION WAS OBTAINED IN 1940, AND IS LISTED IN THE GEOGRAPHIC
 SW0886'POSITIONS UNDER THE NAME MANSFIELD WATER TANK.
 SW0886'
 SW0886'TO REACH FROM THE POST OFFICE IN MANSFIELD, GO NORTHWEST 0.35 MILE
 SW0886'TO A FIVE-ROAD INTERSECTION, IN THE NORTHWEST PART OF TOWN, GO WEST
 SW0886'ON STATE HIGHWAY 172 FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 SW0886'CONTINUE WEST 0.85 MILE TO A BLACKTOP Y AND THE STATION ON THE LEFT.
 SW0886
 SW0886                          STATION RECOVERY (1969)
 SW0886
 SW0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SW0886'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 SW0886'MARKS AND THE AZIMUTH MARK WERE DESTROYED BY ROAD CONSTRUCTION.  TWO
 SW0886'NEW REFERENCE MARKS WERE ESTABLISHED.  THE MUNICIPAL STANDPIPE IN
 SW0886'MANSFIELD WILL SERVE AS AN AZIMUTH MARK.  A POSITION OF THIS
 SW0886'STANDPIPE WAS DETERMINED IN 1940, AND IT IS LISTED AS MANSFIELD
 SW0886'WATER TANK.  THE GEODETIC AZIMUTH TO THE STANDPIPE IS 282 DEG 01
 SW0886'MIN 02 SEC A COMPLETE NEW DESCRIPTION FOLLOWS--
 SW0886'
 SW0886'THE STATION IS ABOUT 2 MILES WEST OF MANSFIELD, ON THE WESTERN PART
 SW0886'OF THE SUMMIT OF A RISE, IN SECTION 27, T 27 N, R 25 E.
 SW0886'
 SW0886'THE STATION MARK, STAMPED E 56 1934, IS A BENCH MARK DISK SET IN A
 SW0886'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 160 YARDS EAST OF A
 SW0886'CROSSROAD, 71 FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD, 18.5
 SW0886'FEET EAST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCELINE, 1.5
 SW0886'FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 SW0886'ROAD AND ON LINE WITH THE TELEPHONE POLES.
 SW0886'
 SW0886'REFERENCE MARK NO. 4, STAMPED E 56 NO 4 1969, IS A STANDARD DISK
 SW0886'SET IN A 3 X 7-FOOT BOULDER WHICH PROJECTS 4 FEET.  IT IS IN A
 SW0886'CULTIVATED FIELD, ABOUT 60 YARDS SOUTH OF THE CENTER OF THE
 SW0886'BLACKTOP ROAD, 175 YARDS EAST OF A NORTH-SOUTH ROAD AND ON THE
 SW0886'SOUTHERN SLOPE OF THE KNOLL.
 SW0886'
 SW0886'REFERENCE MARK NO. 5 IS ABOUT 6 INCHES BELOW THE SURFACE OF THE
 SW0886'BLACKTOP ROAD, IN A WSDH MONUMENT CASE, ON THE CENTERLINE OF THE
 SW0886'BLACKTOP ROAD, 113 YARDS EAST OF THE CROSSROAD.  IT IS A BRASS WIRE
 SW0886'PROJECTING 1/2 INCH ABOVE THE TOP OF A CONCRETE-FILLED, 2-INCH
 SW0886'PIPE.
 SW0886'
 SW0886'TO REACH FROM THE POST OFFICE IN MANSFIELD, GO NORTHWEST 0.35 MILE
 SW0886'TO A FIVE-ROAD INTERSECTION IN THE NORTHWESTERN PART OF TOWN, GO
 SW0886'WEST ON STATE HIGHWAY 172 FOR 1.95 MILES TO THE STATION ON A SMALL
 SW0886'KNOLL ON THE LEFT.
 SW0886
 SW0886                          STATION RECOVERY (1969)
 SW0886
 SW0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 SW0886'2.2 MI W FROM MANSFIELD.
 SW0886'THE MARK IS 1.95 MILES WEST ALONG STATE HIGHWAY 172 FROM THE 5-ROAD
 SW0886'INTERSECTION ON THE NORTHWEST EDGE OF MANSFIELD, 160 YARDS EAST OF A
 SW0886'CROSSROAD, 71 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 172, 18.5 FEET
 SW0886'EAST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCELINE, 1.5 FEET NORTH
 SW0886'OF A METAL WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY AND ON
 SW0886'LINE WITH THE TELEPHONE POLES.  THE MARK IS A STANDARD DISK SET IN A
 SW0886'CONCRETE POST ON THE WESTERN PART OF THE SUMMIT OF A RISE AND PROJECTS
 SW0886'2 INCHES.  1/4, SEC 27, T27N, R 25E.
 SW0886
 SW0886                          STATION RECOVERY (1974)
 SW0886
 SW0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SW0886'THE STATION MARK, REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5 WERE
 SW0886'RECOVERED AS DESCRIBED IN THE 1969 RECOVERY NOTE.  A NEW AZIMUTH
 SW0886'MARK, (REFERENCE MARK NO. 6) WAS ESTABLISHED.
 SW0886'
 SW0886'TO REACH REFERENCE MARK NO. 6 FROM THE STATION, GO WEST ON STATE
 SW0886'HIGHWAY 172 FOR 160 YARDS TO THE INTERSECTION OF COUNTY ROADS 14NE
 SW0886'AND C-NE, TURN LEFT AND GO SOUTH 0.5 MILE TO A GATE AND FIELD
 SW0886'ENTRANCE ON THE LEFT AND THE MARK 20 FEET NORTH OF THE CENTER OF
 SW0886'THE FIELD ENTRANCE.
 SW0886'
 SW0886'REFERENCE MARK NO. 6, STAMPED E 56 1940 NO 6 1974, IS A STANDARD
 SW0886'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 SW0886'28.3 FEET EAST OF THE CENTER OF THE ROAD, 1.7 FEET NORTHWEST OF THE
 SW0886'NORTHWEST GATEPOST AND 1.0 FOOT NORTHWEST OF A METAL WITNESS POST.
 SW0886'
 SW0886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES WEST OF
 SW0886'MANSFIELD.
 SW0886
 SW0886                          STATION RECOVERY (1989)
 SW0886
 SW0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SW0886'THE STATION IS LOCATED ABOUT 35.4 KM (22.0 MI) NORTHEAST OF
 SW0886'WATERVILLE, 3.2 KM (2.0 MI) WEST OF MANSFIELD AND ON A KNOLL ON THE
 SW0886'SOUTH SIDE OF STATE ROUTE 172.
 SW0886'TO REACH FROM THE POST OFFICE IN MANSFIELD, GO NORTH AND THEN WEST ON
 SW0886'STATE ROUTE 172 FOR 3.86 KM (2.40 MI) TO THE STATION ON THE LEFT.
 SW0886'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SW0886'WITH THE GROUND SURFACE.  IT IS 21.6 M (70.9 FT) SOUTH OF THE CENTER
 SW0886'OF STATE ROUTE 172, 0.6 M (2.0 FT) NORTH OF THE RIGHT-OF-WAY FENCE,
 SW0886'0.46 M (1.51 FT) NORTH OF A WITNESS POST AND ABOUT 1 M (3.3 FT)
 SW0886'HIGHER THAN THE ROADWAY.
 SW0886
 SW0886                          STATION RECOVERY (1990)
 SW0886
 SW0886'RECOVERED 1990
 SW0886'RECOVERED IN GOOD CONDITION.
 SW0886
 SW0886                          STATION RECOVERY (1993)
 SW0886
 SW0886'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1581 ***********************************************************************
 SW1581  DESIGNATION -  E 56 RM 6 AZIMUTH
 SW1581  PID         -  SW1581
 SW1581  STATE/COUNTY-  WA/DOUGLAS
 SW1581  USGS QUAD   -  MANSFIELD (1978)
 SW1581
 SW1581                         *CURRENT SURVEY CONTROL
 SW1581  ___________________________________________________________________
 SW1581* NAD 83(1991)-  47 48 29.75909(N)    119 41 06.47593(W)     ADJUSTED  
 SW1581* NAVD 88     -       708.8    (meters)    2325.     (feet)  VERTCON   
 SW1581  ___________________________________________________________________
 SW1581  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 SW1581  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 SW1581
 SW1581  HORZ ORDER  -  THIRD
 SW1581
 SW1581.The horizontal coordinates were established by classical geodetic methods
 SW1581.and adjusted by the National Geodetic Survey in December 1991..
 SW1581.No horizontal observational check was made to the station.
 SW1581
 SW1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1581
 SW1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1581
 SW1581.The geoid height was determined by GEOID03.
 SW1581
 SW1581;                    North         East     Units Scale Factor Converg.
 SW1581;SPC WA N     -    90,506.028   585,995.017   MT  0.99995678   +0 51 17.5
 SW1581;SPC WA N     -   296,935.19  1,922,551.98   sFT  0.99995678   +0 51 17.5
 SW1581;UTM  11      - 5,298,481.531   298,967.293   MT  1.00009664   -1 59 24.3
 SW1581
 SW1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1581!SPC WA N     -   0.99989194  x   0.99995678  =   0.99984872
 SW1581!UTM  11      -   0.99989194  x   1.00009664  =   0.99998857
 SW1581
 SW1581:                Primary Azimuth Mark                     Grid Az
 SW1581:SPC WA N     -  E 56                                     009 16 45.0
 SW1581:UTM  11      -  E 56                                     012 07 26.8
 SW1581
 SW1581|---------------------------------------------------------------------|
 SW1581| PID    Reference Object                     Distance      Geod. Az  |
 SW1581|                                                           dddmmss.s |
 SW1581| SW0886 E 56                                APPROX. 0.8 KM 0100802.5 |
 SW1581| SW0887 E 56 RM 4                           APPROX. 0.8 KM 0123656.4 |
 SW1581| SW1580 MANSFIELD WATER TANK                APPROX. 3.1 KM 0870235.4 |
 SW1581|---------------------------------------------------------------------|
 SW1581
 SW1581                          SUPERSEDED SURVEY CONTROL
 SW1581
 SW1581  NAD 83(1986)-  47 48 29.76260(N)    119 41 06.45884(W) AD(       ) 3
 SW1581  NAD 27      -  47 48 30.24460(N)    119 41 02.27862(W) AD(       ) 3
 SW1581  NGVD 29 (07/19/86)  707.6    (m)         2322.     (f) VERT ANG       
 SW1581
 SW1581.Superseded values are not recommended for survey control.
 SW1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1581.See file dsdata.txt to determine how the superseded data were derived.
 SW1581
 SW1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9896798482(NAD 83)
 SW1581_MARKER: DR = REFERENCE MARK DISK
 SW1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1581_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1581
 SW1581  HISTORY     - Date     Condition        Report By
 SW1581  HISTORY     - 1974     MONUMENTED       NGS
 SW1581
 SW1581                          STATION DESCRIPTION
 SW1581
 SW1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SW1581'THE STATION WAS ESTABLISHED TO SERVE AS AN AZIMUTH MARK FROM STATION
 SW1581'BENCH MARK E 56 1940.
 SW1581'
 SW1581'THE STATION IS ABOUT 2 MILES WEST OF MANSFIELD, 1/2 MILE SOUTH OF
 SW1581'STATE HIGHWAY 172 AND IN SECTION 27, T 27 N, R 25 E.
 SW1581'
 SW1581'TO REACH FROM THE POST OFFICE IN MANSFIELD, GO NORTHWEST 0.35 MILE
 SW1581'TO A FIVE-ROAD INTERSECTION IN THE NORTHWESTERN PART OF TOWN, GO
 SW1581'WEST ON STATE HIGHWAY 172 FOR 1.95 MILES TO BENCH MARK E 56 ON A
 SW1581'SMALL KNOLL ON THE LEFT, CONTINUE WEST 160 YARDS TO THE
 SW1581'INTERSECTION OF COUNTY ROADS 14-NE AND C-NE, TURN LEFT AND GO SOUTH
 SW1581'0.5 MILE TO A GATE AND FIELD ENTRANCE ON THE LEFT AND THE MARK 20
 SW1581'FEET NORTH OF THE CENTER OF THE FIELD ENTRANCE.
 SW1581'
 SW1581'THE STATION MARK IS A REFERENCE MARK DISK STAMPED E 56 1940 NO 6
 SW1581'1974, SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 SW1581'28.3 FEET EAST OF THE CENTER OF THE ROAD, 1.7 FEET NORTHWEST OF THE
 SW1581'NORTHWEST GATEPOST AND 1.0 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0383 ***********************************************************************
 SW0383  DESIGNATION -  E 57
 SW0383  PID         -  SW0383
 SW0383  STATE/COUNTY-  WA/LINCOLN
 SW0383  USGS QUAD   -  WILBUR (1989)
 SW0383
 SW0383                         *CURRENT SURVEY CONTROL
 SW0383  ___________________________________________________________________
 SW0383* NAD 83(1986)-  47 45 06.     (N)    118 44 26.     (W)     SCALED    
 SW0383* NAVD 88     -       653.364  (meters)    2143.58   (feet)  ADJUSTED  
 SW0383  ___________________________________________________________________
 SW0383  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 SW0383  DYNAMIC HT  -         653.398 (meters)    2143.69  (feet)  COMP
 SW0383  MODELED GRAV-     980,642.8   (mgal)                       NAVD 88
 SW0383
 SW0383  VERT ORDER  -  SECOND    CLASS 0
 SW0383
 SW0383.The horizontal coordinates were scaled from a topographic map and have
 SW0383.an estimated accuracy of +/- 6 seconds.
 SW0383
 SW0383.The orthometric height was determined by differential leveling
 SW0383.and adjusted by the National Geodetic Survey in June 1991..
 SW0383
 SW0383.The geoid height was determined by GEOID03.
 SW0383
 SW0383.The dynamic height is computed by dividing the NAVD 88
 SW0383.geopotential number by the normal gravity value computed on the
 SW0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0383.degrees latitude (g = 980.6199 gals.).
 SW0383
 SW0383.The modeled gravity was interpolated from observed gravity values.
 SW0383
 SW0383;                    North         East    Units  Estimated Accuracy
 SW0383;SPC WA N     -    85,710.      656,900.      MT  (+/- 180 meters Scaled)
 SW0383
 SW0383                          SUPERSEDED SURVEY CONTROL
 SW0383
 SW0383  NGVD 29 (??/??/92)  652.142  (m)         2139.57   (f) ADJ UNCH    2 0
 SW0383
 SW0383.Superseded values are not recommended for survey control.
 SW0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0383.See file dsdata.txt to determine how the superseded data were derived.
 SW0383
 SW0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN695901(NAD 83)
 SW0383_MARKER: DB = BENCH MARK DISK
 SW0383_SETTING: 0 = UNSPECIFIED SETTING
 SW0383_STAMPING: E 57 1934
 SW0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0383
 SW0383  HISTORY     - Date     Condition        Report By
 SW0383  HISTORY     - 1934     MONUMENTED       CGS
 SW0383  HISTORY     - 1966     GOOD             NGS
 SW0383
 SW0383                          STATION DESCRIPTION
 SW0383
 SW0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0383'2.1 MI SW FROM WILBUR.
 SW0383'IT IS 0.5 MILE SOUTHWEST OF MILEPOST 76, 112 FEET EAST OF A TELEGRAPH
 SW0383'POLE WITH ONE GUY WIRE AND 53 FEET SOUTHEAST OF THE SOUTHEAST RAIL. A
 SW0383'METAL WITNESS POST WAS SET 1 FOOT NORTHEAST OF THE MARK.  REACHED FROM
 SW0383'THE RAILROAD DEPOT IN WILBUR BY GOING WEST FOR 0.7 MILE TO A Y ON A
 SW0383'CURVE, KEEP RIGHT FORK, STRAIGHT AHEAD, LEAVING THE BLACKTOP ROAD, AND
 SW0383'GO WEST 0.65 MILE TO A TRACK ROAD LEFT, TO THE RAILROAD TRACK, BEAR
 SW0383'LEFT ON THE TRACK ROAD AND SOUTHERLY ALONG THE RAILROAD FOR 0.6 MILE
 SW0383'TO THE MARK ON THE LEFT, 2 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0604 ***********************************************************************
 SX0604  DESIGNATION -  E 58
 SX0604  PID         -  SX0604
 SX0604  STATE/COUNTY-  WA/CHELAN
 SX0604  USGS QUAD   -  WINTON (1989)
 SX0604
 SX0604                         *CURRENT SURVEY CONTROL
 SX0604  ___________________________________________________________________
 SX0604* NAD 83(1986)-  47 44 09.     (N)    120 44 25.     (W)     SCALED    
 SX0604* NAVD 88     -       634.538  (meters)    2081.81   (feet)  ADJUSTED  
 SX0604  ___________________________________________________________________
 SX0604  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 SX0604  DYNAMIC HT  -         634.564 (meters)    2081.90  (feet)  COMP
 SX0604  MODELED GRAV-     980,632.7   (mgal)                       NAVD 88
 SX0604
 SX0604  VERT ORDER  -  SECOND    CLASS 0
 SX0604
 SX0604.The horizontal coordinates were scaled from a topographic map and have
 SX0604.an estimated accuracy of +/- 6 seconds.
 SX0604
 SX0604.The orthometric height was determined by differential leveling
 SX0604.and adjusted by the National Geodetic Survey in June 1991..
 SX0604
 SX0604.The geoid height was determined by GEOID03.
 SX0604
 SX0604.The dynamic height is computed by dividing the NAVD 88
 SX0604.geopotential number by the normal gravity value computed on the
 SX0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0604.degrees latitude (g = 980.6199 gals.).
 SX0604
 SX0604.The modeled gravity was interpolated from observed gravity values.
 SX0604
 SX0604;                    North         East    Units  Estimated Accuracy
 SX0604;SPC WA N     -    81,820.      506,980.      MT  (+/- 180 meters Scaled)
 SX0604
 SX0604                          SUPERSEDED SURVEY CONTROL
 SX0604
 SX0604  NGVD 29 (??/??/92)  633.293  (m)         2077.73   (f) ADJ UNCH    2 0
 SX0604
 SX0604.Superseded values are not recommended for survey control.
 SX0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0604.See file dsdata.txt to determine how the superseded data were derived.
 SX0604
 SX0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT694894(NAD 83)
 SX0604_MARKER: DB = BENCH MARK DISK
 SX0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0604_STAMPING: E 58 1934
 SX0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0604+STABILITY: SURFACE MOTION
 SX0604
 SX0604  HISTORY     - Date     Condition        Report By
 SX0604  HISTORY     - 1934     MONUMENTED       CGS
 SX0604  HISTORY     - 1941     GOOD             NGS
 SX0604
 SX0604                          STATION DESCRIPTION
 SX0604
 SX0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SX0604'IN WINTON.
 SX0604'AT WINTON, CHELAN COUNTY, ON THE GREAT NORTHERN RAILWAY, 100 FEET
 SX0604'SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 170 FEET WEST ACROSS
 SX0604'THE TRACKS FROM STATE HIGHWAY 15 C, 33 FEET WEST OF THE WEST TRACK,
 SX0604'AND 25 FEET NORTH OF A SECTION HOUSE.  A STANDARD DISK, STAMPED E 58
 SX0604'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MUST HAVE BEEN
 SX0604'DESTROYED OR COVERED UP WHEN THE STATION HOUSE AND SECTION HOUSE WERE
 SX0604'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0254 ***********************************************************************
 TQ0254  DESIGNATION -  E 60
 TQ0254  PID         -  TQ0254
 TQ0254  STATE/COUNTY-  WA/SNOHOMISH
 TQ0254  USGS QUAD   -  OSO (1989)
 TQ0254
 TQ0254                         *CURRENT SURVEY CONTROL
 TQ0254  ___________________________________________________________________
 TQ0254* NAD 83(1986)-  48 16 15.     (N)    121 55 39.     (W)     SCALED    
 TQ0254* NAVD 88     -        61.206  (meters)     200.81   (feet)  ADJUSTED  
 TQ0254  ___________________________________________________________________
 TQ0254  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 TQ0254  DYNAMIC HT  -          61.218 (meters)     200.85  (feet)  COMP
 TQ0254  MODELED GRAV-     980,809.5   (mgal)                       NAVD 88
 TQ0254
 TQ0254  VERT ORDER  -  SECOND    CLASS 0
 TQ0254
 TQ0254.The horizontal coordinates were scaled from a topographic map and have
 TQ0254.an estimated accuracy of +/- 6 seconds.
 TQ0254
 TQ0254.The orthometric height was determined by differential leveling
 TQ0254.and adjusted by the National Geodetic Survey in June 1991..
 TQ0254
 TQ0254.The geoid height was determined by GEOID03.
 TQ0254
 TQ0254.The dynamic height is computed by dividing the NAVD 88
 TQ0254.geopotential number by the normal gravity value computed on the
 TQ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0254.degrees latitude (g = 980.6199 gals.).
 TQ0254
 TQ0254.The modeled gravity was interpolated from observed gravity values.
 TQ0254
 TQ0254;                    North         East    Units  Estimated Accuracy
 TQ0254;SPC WA N     -   141,870.      418,780.      MT  (+/- 180 meters Scaled)
 TQ0254
 TQ0254                          SUPERSEDED SURVEY CONTROL
 TQ0254
 TQ0254  NGVD 29 (??/??/92)   60.066  (m)          197.07   (f) ADJ UNCH    2 0
 TQ0254
 TQ0254.Superseded values are not recommended for survey control.
 TQ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0254.See file dsdata.txt to determine how the superseded data were derived.
 TQ0254
 TQ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU795469(NAD 83)
 TQ0254_MARKER: DB = BENCH MARK DISK
 TQ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0254_STAMPING: E 60 1934
 TQ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0254+STABILITY: SURFACE MOTION
 TQ0254
 TQ0254  HISTORY     - Date     Condition        Report By
 TQ0254  HISTORY     - 1934     MONUMENTED       CGS
 TQ0254  HISTORY     - 1955     POOR             USGS
 TQ0254  HISTORY     - 19860108 MARK NOT FOUND   USPSQD
 TQ0254  HISTORY     - 19991222 MARK NOT FOUND   USPSQD
 TQ0254
 TQ0254                          STATION DESCRIPTION
 TQ0254
 TQ0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TQ0254'IN OSO.
 TQ0254'AT OSO, SNOHOMISH COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 42 FEET
 TQ0254'EAST OF THE STATION, 10 FEET SOUTH OF THE TRACK, AND 6-1/2 FEET NORTH
 TQ0254'OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED E 60 1934 AND SET IN
 TQ0254'THE TOP OF A CONCRETE POST.
 TQ0254
 TQ0254                          STATION RECOVERY (1955)
 TQ0254
 TQ0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 TQ0254'MARK RECOVERED IN POOR CONDITION.
 TQ0254
 TQ0254                          STATION RECOVERY (1986)
 TQ0254
 TQ0254'RECOVERY NOTE BY US POWER SQUADRON 1986 (DHK)
 TQ0254'MARK NOT FOUND.
 TQ0254
 TQ0254                          STATION RECOVERY (1999)
 TQ0254
 TQ0254'RECOVERY NOTE BY US POWER SQUADRON 1999
 TQ0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0137 ***********************************************************************
 TQ0137  DESIGNATION -  E 61
 TQ0137  PID         -  TQ0137
 TQ0137  STATE/COUNTY-  WA/SKAGIT
 TQ0137  USGS QUAD   -  HAMILTON (1989)
 TQ0137
 TQ0137                         *CURRENT SURVEY CONTROL
 TQ0137  ___________________________________________________________________
 TQ0137* NAD 83(1986)-  48 32 05.     (N)    121 52 37.     (W)     SCALED    
 TQ0137* NAVD 88     -        62.051  (meters)     203.58   (feet)  POSTED    
 TQ0137  ___________________________________________________________________
 TQ0137  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 TQ0137  DYNAMIC HT  -          62.060 (meters)     203.61  (feet)  COMP
 TQ0137  MODELED GRAV-     980,836.4   (mgal)                       NAVD 88
 TQ0137
 TQ0137  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 TQ0137
 TQ0137.The horizontal coordinates were scaled from a topographic map and have
 TQ0137.an estimated accuracy of +/- 6 seconds.
 TQ0137
 TQ0137.The orthometric height was determined by differential leveling
 TQ0137.and adjusted by the National Geodetic Survey in 1992..
 TQ0137.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 TQ0137.rate of 3.1 thru 4.0 mm/km.
 TQ0137
 TQ0137.The geoid height was determined by GEOID03.
 TQ0137
 TQ0137.The dynamic height is computed by dividing the NAVD 88
 TQ0137.geopotential number by the normal gravity value computed on the
 TQ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0137.degrees latitude (g = 980.6199 gals.).
 TQ0137
 TQ0137.The modeled gravity was interpolated from observed gravity values.
 TQ0137
 TQ0137;                    North         East    Units  Estimated Accuracy
 TQ0137;SPC WA N     -   171,160.      422,930.      MT  (+/- 180 meters Scaled)
 TQ0137
 TQ0137                          SUPERSEDED SURVEY CONTROL
 TQ0137
 TQ0137  NGVD 29 (??/??/92)   60.90   (m)          199.8    (f) COMPUTED    2 0
 TQ0137
 TQ0137.Superseded values are not recommended for survey control.
 TQ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0137.See file dsdata.txt to determine how the superseded data were derived.
 TQ0137
 TQ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU829763(NAD 83)
 TQ0137_MARKER: DB = BENCH MARK DISK
 TQ0137_SETTING: 0 = UNSPECIFIED SETTING
 TQ0137_STAMPING: E 61 1934
 TQ0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0137
 TQ0137  HISTORY     - Date     Condition        Report By
 TQ0137  HISTORY     - 1934     MONUMENTED       CGS
 TQ0137
 TQ0137                          STATION DESCRIPTION
 TQ0137
 TQ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TQ0137'6.3 MI W FROM CONCRETE.
 TQ0137'6.3 MI. W. ALONG THE G. N. RR. FROM RR. STATION. ALONG THE RIGHT OF
 TQ0137'WAY OF THE GREAT NORTHERN RAILROAD.  49 RAIL LENGTHS (APPROXIMATELY
 TQ0137'490 YARDS, EAST OF MILE POST NO. 38 AT THE SIDING BIRDSVIEW, 4 1/2
 TQ0137'RAIL LENGTHS (APPROXIMATELY 45 YARDS) WEST OF SIGN BOARD MARKED
 TQ0137'BIRDSVIEW, 6 3/4 RAIL LENGTHS (APPROXIMATELY 68 YARDS) WEST OF PUBLIC
 TQ0137'CROSSING, 11 1/2 RAIL LENGTHS (APPROXIMATELY 115 YARDS) WEST OF SWITCH
 TQ0137'STAND AT EAST END OF SIDING, 34 FEET WEST OF THE STATION BUILDING, AND
 TQ0137'17 FEET SOUTH OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0894 ***********************************************************************
 SC0894  DESIGNATION -  E 62
 SC0894  PID         -  SC0894
 SC0894  STATE/COUNTY-  WA/PACIFIC
 SC0894  USGS QUAD   -  SOUTH BEND (1994)
 SC0894
 SC0894                         *CURRENT SURVEY CONTROL
 SC0894  ___________________________________________________________________
 SC0894* NAD 83(1986)-  46 39 29.     (N)    123 51 00.     (W)     SCALED    
 SC0894* NAVD 88     -       112.092  (meters)     367.76   (feet)  POSTED    
 SC0894  ___________________________________________________________________
 SC0894  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 SC0894  DYNAMIC HT  -         112.110 (meters)     367.81  (feet)  COMP
 SC0894  MODELED GRAV-     980,771.8   (mgal)                       NAVD 88
 SC0894
 SC0894  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SC0894
 SC0894.The horizontal coordinates were scaled from a topographic map and have
 SC0894.an estimated accuracy of +/- 6 seconds.
 SC0894
 SC0894.The orthometric height was determined by differential leveling
 SC0894.and adjusted by the National Geodetic Survey in 1992..
 SC0894.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SC0894.rate of 2.1 thru 3.0 mm/km.
 SC0894
 SC0894.The geoid height was determined by GEOID03.
 SC0894
 SC0894.The dynamic height is computed by dividing the NAVD 88
 SC0894.geopotential number by the normal gravity value computed on the
 SC0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0894.degrees latitude (g = 980.6199 gals.).
 SC0894
 SC0894.The modeled gravity was interpolated from observed gravity values.
 SC0894
 SC0894;                    North         East    Units  Estimated Accuracy
 SC0894;SPC WA S     -   152,690.      243,690.      MT  (+/- 180 meters Scaled)
 SC0894
 SC0894                          SUPERSEDED SURVEY CONTROL
 SC0894
 SC0894  NGVD 29 (??/??/92)  111.093  (m)          364.48   (f) ADJ UNCH    2 0
 SC0894
 SC0894.Superseded values are not recommended for survey control.
 SC0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0894.See file dsdata.txt to determine how the superseded data were derived.
 SC0894
 SC0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS349675(NAD 83)
 SC0894_MARKER: DB = BENCH MARK DISK
 SC0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0894_STAMPING: E 62 1934
 SC0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0894+STABILITY: SURFACE MOTION
 SC0894
 SC0894  HISTORY     - Date     Condition        Report By
 SC0894  HISTORY     - 1934     MONUMENTED       CGS
 SC0894  HISTORY     - 1962     GOOD             NGS
 SC0894  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0894
 SC0894                          STATION DESCRIPTION
 SC0894
 SC0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0894'2.7 MI SW FROM SOUTH BEND.
 SC0894'2.7 MILES SOUTHWEST ALONG THE OLD SOUTH BEND-PALIX HIGHWAY FROM THE
 SC0894'TOKAY THEATRE BUILDING AT SOUTH BEND, 175 FEET WEST OF A POWER LINE
 SC0894'BRACE POLE, 56 FEET SOUTHEAST OF POWER POLE NO. X31-22, 22 FEET SOUTH
 SC0894'OF THE CENTER OF THE HIGHWAY AND 1.0 FOOT NORTH OF A STEEL WITNESS
 SC0894'POST.  THE MARK PROJECTS 4 INCHES.
 SC0894
 SC0894                          STATION RECOVERY (1987)
 SC0894
 SC0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0894'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0349 ***********************************************************************
 SC0349  DESIGNATION -  E 63
 SC0349  PID         -  SC0349
 SC0349  STATE/COUNTY-  WA/WAHKIAKUM
 SC0349  USGS QUAD   -  SKAMOKAWA (1985)
 SC0349
 SC0349                         *CURRENT SURVEY CONTROL
 SC0349  ___________________________________________________________________
 SC0349* NAD 83(1986)-  46 18 13.     (N)    123 28 23.     (W)     SCALED    
 SC0349* NAVD 88     -        11.305  (meters)      37.09   (feet)  ADJUSTED  
 SC0349  ___________________________________________________________________
 SC0349  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SC0349  DYNAMIC HT  -          11.306 (meters)      37.09  (feet)  COMP
 SC0349  MODELED GRAV-     980,731.3   (mgal)                       NAVD 88
 SC0349
 SC0349  VERT ORDER  -  FIRST     CLASS II
 SC0349
 SC0349.The horizontal coordinates were scaled from a topographic map and have
 SC0349.an estimated accuracy of +/- 6 seconds.
 SC0349
 SC0349.The orthometric height was determined by differential leveling
 SC0349.and adjusted by the National Geodetic Survey in June 1991..
 SC0349
 SC0349.The geoid height was determined by GEOID03.
 SC0349
 SC0349.The dynamic height is computed by dividing the NAVD 88
 SC0349.geopotential number by the normal gravity value computed on the
 SC0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0349.degrees latitude (g = 980.6199 gals.).
 SC0349
 SC0349.The modeled gravity was interpolated from observed gravity values.
 SC0349
 SC0349;                    North         East    Units  Estimated Accuracy
 SC0349;SPC WA S     -   112,160.      271,030.      MT  (+/- 180 meters Scaled)
 SC0349
 SC0349                          SUPERSEDED SURVEY CONTROL
 SC0349
 SC0349  NGVD 29 (??/??/92)   10.37   (m)           34.0    (f) COMPUTED    1 2
 SC0349
 SC0349.Superseded values are not recommended for survey control.
 SC0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0349.See file dsdata.txt to determine how the superseded data were derived.
 SC0349
 SC0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS635278(NAD 83)
 SC0349_MARKER: DB = BENCH MARK DISK
 SC0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0349_STAMPING: E-63 1934
 SC0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0349+STABILITY: SURFACE MOTION
 SC0349
 SC0349  HISTORY     - Date     Condition        Report By
 SC0349  HISTORY     - 1934     MONUMENTED       CGS
 SC0349  HISTORY     - 1936     GOOD             NGS
 SC0349  HISTORY     - 1952     GOOD             NGS
 SC0349
 SC0349                          STATION DESCRIPTION
 SC0349
 SC0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SC0349'2.9 MI NW FROM SKAMOKAWA.
 SC0349'2.9 MILES NORTHWEST OF SKAMOKAWA, ALONG U.S. HWY 830, FROM DOCK HOTEL.
 SC0349'75 FT. SOUTH OF CENTERLINE OF U.S. HWY 830.  46 FT. NORTHEAST OF
 SC0349'NORTH CORNER OF TWO STORY FRAME HOUSE OWNED BY B.H. RICHARDSON. 13 FT.
 SC0349'SOUTHEAST OF CENTERLINE OF VEHICLE ENTRANCE TO YARD.  1 FT. NORTHEAST
 SC0349'OF FENCE LINE.  A BRONZE DISC SET IN TOP OF CONCRETE POST. NOTE--
 SC0349'OWNER OF PROPERTY REQUESTED THAT MARK BE MOVED AS HE WAS TO GRADE THE
 SC0349'YARD AND WOULD DESTROY THE MARK.  THE MARK WAS MOVED ABOUT 80 FT.
 SC0349'NORTHEAST TO NEW LOCATION.
 SC0349
 SC0349                          STATION RECOVERY (1952)
 SC0349
 SC0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 SC0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0350 ***********************************************************************
 SC0350  DESIGNATION -  E 63 RESET 1952
 SC0350  PID         -  SC0350
 SC0350  STATE/COUNTY-  WA/WAHKIAKUM
 SC0350  USGS QUAD   -  SKAMOKAWA (1985)
 SC0350
 SC0350                         *CURRENT SURVEY CONTROL
 SC0350  ___________________________________________________________________
 SC0350* NAD 83(1986)-  46 18 15.     (N)    123 28 25.     (W)     SCALED    
 SC0350* NAVD 88     -        34.97   (+/-2cm)     114.7    (feet)  VERTCON   
 SC0350  ___________________________________________________________________
 SC0350  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SC0350
 SC0350  VERT ORDER  -  ? (See Below)
 SC0350
 SC0350.The horizontal coordinates were scaled from a topographic map and have
 SC0350.an estimated accuracy of +/- 6 seconds.
 SC0350
 SC0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC0350.The vertical order pertains to the NGVD 29 superseded value.
 SC0350
 SC0350.The geoid height was determined by GEOID03.
 SC0350
 SC0350;                    North         East    Units  Estimated Accuracy
 SC0350;SPC WA S     -   112,230.      270,990.      MT  (+/- 180 meters Scaled)
 SC0350
 SC0350                          SUPERSEDED SURVEY CONTROL
 SC0350
 SC0350  NGVD 29 (??/??/92)   34.029  (m)          111.64   (f) ADJ UNCH    ?  
 SC0350
 SC0350.Superseded values are not recommended for survey control.
 SC0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0350.See file dsdata.txt to determine how the superseded data were derived.
 SC0350
 SC0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS635279(NAD 83)
 SC0350_MARKER: DB = BENCH MARK DISK
 SC0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0350_STAMPING: E 63 1934 RESET 1952
 SC0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0350+STABILITY: SURFACE MOTION
 SC0350
 SC0350  HISTORY     - Date     Condition        Report By
 SC0350  HISTORY     - 1952     MONUMENTED       CGS
 SC0350  HISTORY     - 1962     GOOD             NGS
 SC0350  HISTORY     - 1981     GOOD             USGS
 SC0350  HISTORY     - 1989     GOOD             USPSQD
 SC0350  HISTORY     - 1998     GOOD             USPSQD
 SC0350
 SC0350                          STATION DESCRIPTION
 SC0350
 SC0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0350'2.7 MI NW FROM SKAMOKAWA.
 SC0350'2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 830 FROM THE POST OFFICE AT
 SC0350'SKAMOKAWA, 120 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. B. H.
 SC0350'RICHARDSONS HOUSE, 40 FEET EAST OF THE CENTER OF THE DRIVEWAY, 32 FEET
 SC0350'SOUTH OF THE CENTER OF U.S. HIGHWAY 830 0.5 FOOT SOUTH OF AN EAST-WEST
 SC0350'FENCE LINE AND 0.5 FOOT EAST OF A STEEL WITNESS POST.  IT PROJECTS 3
 SC0350'INCHES.
 SC0350
 SC0350                          STATION RECOVERY (1981)
 SC0350
 SC0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0350''U.S. HIGHWAY 830 AND 'MACADAM HIGHWAY' CHANGE TO 'STATE HIGHWAY 4'.
 SC0350
 SC0350                          STATION RECOVERY (1989)
 SC0350
 SC0350'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SC0350'RECOVERED IN GOOD CONDITION.
 SC0350
 SC0350                          STATION RECOVERY (1998)
 SC0350
 SC0350'RECOVERY NOTE BY US POWER SQUADRON 1998
 SC0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0273 ***********************************************************************
 SC0273  DESIGNATION -  E 64
 SC0273  PID         -  SC0273
 SC0273  STATE/COUNTY-  WA/LEWIS
 SC0273  USGS QUAD   -  DOTY (1994)
 SC0273
 SC0273                         *CURRENT SURVEY CONTROL
 SC0273  ___________________________________________________________________
 SC0273* NAD 83(1986)-  46 38 11.     (N)    123 15 07.     (W)     SCALED    
 SC0273* NAVD 88     -        92.867  (meters)     304.68   (feet)  ADJUSTED  
 SC0273  ___________________________________________________________________
 SC0273  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 SC0273  DYNAMIC HT  -          92.880 (meters)     304.72  (feet)  COMP
 SC0273  MODELED GRAV-     980,749.3   (mgal)                       NAVD 88
 SC0273
 SC0273  VERT ORDER  -  SECOND    CLASS 0
 SC0273
 SC0273.The horizontal coordinates were scaled from a topographic map and have
 SC0273.an estimated accuracy of +/- 6 seconds.
 SC0273
 SC0273.The orthometric height was determined by differential leveling
 SC0273.and adjusted by the National Geodetic Survey in June 1991..
 SC0273
 SC0273.The geoid height was determined by GEOID03.
 SC0273
 SC0273.The dynamic height is computed by dividing the NAVD 88
 SC0273.geopotential number by the normal gravity value computed on the
 SC0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0273.degrees latitude (g = 980.6199 gals.).
 SC0273
 SC0273.The modeled gravity was interpolated from observed gravity values.
 SC0273
 SC0273;                    North         East    Units  Estimated Accuracy
 SC0273;SPC WA S     -   148,510.      289,340.      MT  (+/- 180 meters Scaled)
 SC0273
 SC0273                          SUPERSEDED SURVEY CONTROL
 SC0273
 SC0273  NGVD 29 (??/??/92)   91.833  (m)          301.29   (f) ADJ UNCH    2 0
 SC0273
 SC0273.Superseded values are not recommended for survey control.
 SC0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0273.See file dsdata.txt to determine how the superseded data were derived.
 SC0273
 SC0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS807647(NAD 83)
 SC0273_MARKER: DB = BENCH MARK DISK
 SC0273_SETTING: 0 = UNSPECIFIED SETTING
 SC0273_STAMPING: E 64 1934
 SC0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0273
 SC0273  HISTORY     - Date     Condition        Report By
 SC0273  HISTORY     - 1934     MONUMENTED       CGS
 SC0273  HISTORY     - 1980     GOOD             LOCENG
 SC0273  HISTORY     - 1989     GOOD             USPSQD
 SC0273
 SC0273                          STATION DESCRIPTION
 SC0273
 SC0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SC0273'6 MI NE FROM PE ELL.
 SC0273'6 MI. N. E. ALONG THE N.P.RR. FROM RR. STATION.  ALONG THE RIGHT OF
 SC0273'WAY OF THE NORTHERN PACIFIC RAILROAD.  9 1/2 RAIL LENGTHS WEST OF THE
 SC0273'STATION BUILDING AT DRYAD, 1 1/2 RAIL LENGTHS WEST OF PUBLIC CROSSING,
 SC0273'14 3/4 RAIL LENGTHS (APPROXIMATELY 148 YARDS) EAST OF SWITCH STAND AT
 SC0273'WEST END OF SIDING, 35 1/2 FEET SOUTH OF THE MAIN LINE TRACK, AND 9
 SC0273'FEET NORTH OF SPUR TRACK.
 SC0273
 SC0273                          STATION RECOVERY (1980)
 SC0273
 SC0273'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 SC0273'RECOVERED IN GOOD CONDITION.
 SC0273
 SC0273                          STATION RECOVERY (1989)
 SC0273
 SC0273'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRT)
 SC0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0234 ***********************************************************************
 SC0234  DESIGNATION -  E 65
 SC0234  PID         -  SC0234
 SC0234  STATE/COUNTY-  WA/LEWIS
 SC0234  USGS QUAD   -  ONALASKA (1993)
 SC0234
 SC0234                         *CURRENT SURVEY CONTROL
 SC0234  ___________________________________________________________________
 SC0234* NAD 83(1986)-  46 31 55.     (N)    122 44 43.     (W)     SCALED    
 SC0234* NAVD 88     -       144.444  (meters)     473.90   (feet)  ADJUSTED  
 SC0234  ___________________________________________________________________
 SC0234  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SC0234  DYNAMIC HT  -         144.454 (meters)     473.93  (feet)  COMP
 SC0234  MODELED GRAV-     980,679.3   (mgal)                       NAVD 88
 SC0234
 SC0234  VERT ORDER  -  SECOND    CLASS 0
 SC0234
 SC0234.The horizontal coordinates were scaled from a topographic map and have
 SC0234.an estimated accuracy of +/- 6 seconds.
 SC0234
 SC0234.The orthometric height was determined by differential leveling
 SC0234.and adjusted by the National Geodetic Survey in June 1991..
 SC0234
 SC0234.The geoid height was determined by GEOID03.
 SC0234
 SC0234.The dynamic height is computed by dividing the NAVD 88
 SC0234.geopotential number by the normal gravity value computed on the
 SC0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0234.degrees latitude (g = 980.6199 gals.).
 SC0234
 SC0234.The modeled gravity was interpolated from observed gravity values.
 SC0234
 SC0234;                    North         East    Units  Estimated Accuracy
 SC0234;SPC WA S     -   135,680.      327,790.      MT  (+/- 180 meters Scaled)
 SC0234
 SC0234                          SUPERSEDED SURVEY CONTROL
 SC0234
 SC0234  NGVD 29 (??/??/92)  143.38   (m)          470.4    (f) COMPUTED    2 0
 SC0234
 SC0234.Superseded values are not recommended for survey control.
 SC0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0234.See file dsdata.txt to determine how the superseded data were derived.
 SC0234
 SC0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES195531(NAD 83)
 SC0234_MARKER: DB = BENCH MARK DISK
 SC0234_SETTING: 0 = UNSPECIFIED SETTING
 SC0234_STAMPING: E 65 1934
 SC0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0234
 SC0234  HISTORY     - Date     Condition        Report By
 SC0234  HISTORY     - 1934     MONUMENTED       CGS
 SC0234
 SC0234                          STATION DESCRIPTION
 SC0234
 SC0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SC0234'5.7 MI W FROM SALKUM.
 SC0234'5.7 MI. W. ALONG ST. HWY. NO. 5 FROM POST OFFICE BUILDING AT SALKUM
 SC0234'ALONG THE RIGHT OF WAY OF WASHINGTON STATE HIGHWAY NO. 5.  67 FEET
 SC0234'SOUTH EAST OF GARAGE BUILDING OF PLACE OWNED BY MRS. E. COOPER, 30
 SC0234'FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 17 FEET WEST OF TELEPHONE
 SC0234'POLE NO. 28, AND 1 FOOT NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0011 ***********************************************************************
 SC0011  DESIGNATION -  E 66
 SC0011  PID         -  SC0011
 SC0011  STATE/COUNTY-  WA/PIERCE
 SC0011  USGS QUAD   -  MINERAL (1993)
 SC0011
 SC0011                         *CURRENT SURVEY CONTROL
 SC0011  ___________________________________________________________________
 SC0011* NAD 83(1998)-  46 44 26.18807(N)    122 12 03.94669(W)     ADJUSTED  
 SC0011* NAVD 88     -       375.937  (meters)    1233.39   (feet)  ADJUSTED  
 SC0011  ___________________________________________________________________
 SC0011  X           -  -2,333,523.315 (meters)                     COMP
 SC0011  Y           -  -3,705,414.902 (meters)                     COMP
 SC0011  Z           -   4,622,309.544 (meters)                     COMP
 SC0011  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 SC0011  ELLIP HEIGHT-         355.18  (meters)          (03/21/00) GPS OBS
 SC0011  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 SC0011  DYNAMIC HT  -         375.948 (meters)    1233.42  (feet)  COMP
 SC0011  MODELED GRAV-     980,631.5   (mgal)                       NAVD 88
 SC0011
 SC0011  HORZ ORDER  -  A
 SC0011  VERT ORDER  -  SECOND    CLASS 0
 SC0011  ELLP ORDER  -  THIRD     CLASS II
 SC0011
 SC0011.The horizontal coordinates were established by GPS observations
 SC0011.and adjusted by the National Geodetic Survey in March 2000..
 SC0011.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC0011.DATUM ITEM on the data sheet items page.
 SC0011
 SC0011.The orthometric height was determined by differential leveling
 SC0011.and adjusted by the National Geodetic Survey in June 1991..
 SC0011
 SC0011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC0011
 SC0011.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0011
 SC0011.The ellipsoidal height was determined by GPS observations
 SC0011.and is referenced to NAD 83.
 SC0011
 SC0011.The geoid height was determined by GEOID03.
 SC0011
 SC0011.The dynamic height is computed by dividing the NAVD 88
 SC0011.geopotential number by the normal gravity value computed on the
 SC0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0011.degrees latitude (g = 980.6199 gals.).
 SC0011
 SC0011.The modeled gravity was interpolated from observed gravity values.
 SC0011
 SC0011;                    North         East     Units Scale Factor Converg.
 SC0011;SPC WA S     -   157,820.748   370,017.307   MT  0.99991827   -1 14 08.4
 SC0011;SPC WA S     -   517,783.57  1,213,965.11   sFT  0.99991827   -1 14 08.4
 SC0011;UTM  10      - 5,176,649.327   561,030.318   MT  0.99964578   +0 34 54.6
 SC0011
 SC0011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0011!SPC WA S     -   0.99994433  x   0.99991827  =   0.99986260
 SC0011!UTM  10      -   0.99994433  x   0.99964578  =   0.99959013
 SC0011
 SC0011                          SUPERSEDED SURVEY CONTROL
 SC0011
 SC0011  NAD 83(1991)-  46 44 26.18657(N)    122 12 03.94752(W) AD(       ) B
 SC0011  ELLIP H (11/01/99)  355.36   (m)                       GP(       ) 4 1
 SC0011  NAVD 88 (11/01/99)  375.94   (m)         1233.4    (f) LEVELING    3  
 SC0011  NGVD 29 (??/??/92)  374.872  (m)         1229.89   (f) ADJ UNCH    2 0
 SC0011
 SC0011.Superseded values are not recommended for survey control.
 SC0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0011.See file dsdata.txt to determine how the superseded data were derived.
 SC0011
 SC0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES6103076649(NAD 83)
 SC0011_MARKER: DB = BENCH MARK DISK
 SC0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0011_STAMPING: E 66 1934
 SC0011_MARK LOGO: CGS   
 SC0011_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0011+STABILITY: SURFACE MOTION
 SC0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0011+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 SC0011
 SC0011  HISTORY     - Date     Condition        Report By
 SC0011  HISTORY     - 1934     MONUMENTED       CGS
 SC0011  HISTORY     - 1965     GOOD             NGS
 SC0011  HISTORY     - 19981010 GOOD             NGS
 SC0011
 SC0011                          STATION DESCRIPTION
 SC0011
 SC0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SC0011'1.65 MI S FROM ELBE.
 SC0011'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAYS 7 AND 706 ON
 SC0011'THE EASTERN EDGE OF THE VILLAGE OF ELBE, GO SOUTHERLY ON STATE HIGHWAY
 SC0011'7 FOR 1.65 MILES TO A PRIVATE DRIVEWAY ON THE LEFT AND THE MARK ON THE
 SC0011'RIGHT, DIRECTLY ACROSS THE ROAD FROM THE DRIVEWAY.  THE MARK IS 36
 SC0011'YARDS NORTHEAST OF A FENCE CORNER, 47 FEET NORTHWEST OF THE CENTER OF
 SC0011'THE ROAD, 5 FEET NORTH OF A POLE AND 6 INCHES SOUTHEAST OF A WOODEN
 SC0011'FENCE.  A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 SC0011
 SC0011                          STATION RECOVERY (1998)
 SC0011
 SC0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 SC0011'RECOVERED AS DESCRIBED.  IN ADDITION IT IS 0.6 MI (1.0 KM) NORTHERLY
 SC0011'FROM SR 7 AND PLEASANT VALLEY ROAD, AND DRIVE ON OPPOSITE SIDE OF ROAD
 SC0011'FROM STATION IS MARKED --2 FEATHERS RANCH--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0880 ***********************************************************************
 SW0880  DESIGNATION -  E 69
 SW0880  PID         -  SW0880
 SW0880  STATE/COUNTY-  WA/DOUGLAS
 SW0880  USGS QUAD   -  JAMESON LAKE SE (1965)
 SW0880
 SW0880                         *CURRENT SURVEY CONTROL
 SW0880  ___________________________________________________________________
 SW0880* NAD 83(1986)-  47 36 19.     (N)    119 30 34.     (W)     SCALED    
 SW0880* NAVD 88     -       745.216  (meters)    2444.93   (feet)  ADJUSTED  
 SW0880  ___________________________________________________________________
 SW0880  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 SW0880  DYNAMIC HT  -         745.248 (meters)    2445.03  (feet)  COMP
 SW0880  MODELED GRAV-     980,630.9   (mgal)                       NAVD 88
 SW0880
 SW0880  VERT ORDER  -  SECOND    CLASS 0
 SW0880
 SW0880.The horizontal coordinates were scaled from a topographic map and have
 SW0880.an estimated accuracy of +/- 6 seconds.
 SW0880
 SW0880.The orthometric height was determined by differential leveling
 SW0880.and adjusted by the National Geodetic Survey in June 1991..
 SW0880
 SW0880.The geoid height was determined by GEOID03.
 SW0880
 SW0880.The dynamic height is computed by dividing the NAVD 88
 SW0880.geopotential number by the normal gravity value computed on the
 SW0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0880.degrees latitude (g = 980.6199 gals.).
 SW0880
 SW0880.The modeled gravity was interpolated from observed gravity values.
 SW0880
 SW0880;                    North         East    Units  Estimated Accuracy
 SW0880;SPC WA N     -    68,150.      599,540.      MT  (+/- 180 meters Scaled)
 SW0880
 SW0880                          SUPERSEDED SURVEY CONTROL
 SW0880
 SW0880  NGVD 29 (??/??/92)  744.046  (m)         2441.09   (f) ADJ UNCH    2 0
 SW0880
 SW0880.Superseded values are not recommended for survey control.
 SW0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0880.See file dsdata.txt to determine how the superseded data were derived.
 SW0880
 SW0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN113754(NAD 83)
 SW0880_MARKER: DB = BENCH MARK DISK
 SW0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0880_STAMPING: E 69 1934
 SW0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0880+STABILITY: SURFACE MOTION
 SW0880
 SW0880  HISTORY     - Date     Condition        Report By
 SW0880  HISTORY     - 1934     MONUMENTED       CGS
 SW0880  HISTORY     - 1959     MARK NOT FOUND   NGS
 SW0880
 SW0880                          STATION DESCRIPTION
 SW0880
 SW0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SW0880'11.8 MI W FROM COULEE CITY.
 SW0880'IN DOUGLAS COUNTY, ABOUT 11.8 MILES WEST ALONG U.S. HIGHWAY 10 FROM
 SW0880'THE NORTHERN PACIFIC RAILWAY STATION AT COULEE CITY, GRANT COUNTY, 7
 SW0880'FEET NORTH OF THE SOUTHEAST CORNER OF THE YARD FENCE OWNED BY CLAUD
 SW0880'DRINKARD, 26 FEET WEST OF THE HIGHWAY, AND IN THE RIGHT-OF-WAY FENCE
 SW0880'LINE.  A STANDARD DISK, STAMPED E 69 1934 AND SET IN THE TOP OF A
 SW0880'CONCRETE POST.  NOTE-- THE PROPERTY MENTIONED IN THE DESCRIPTION WAS
 SW0880'LOCATED.  A NEW HIGHWAY HAS BEEN BUILT.  THE SOUTHEAST CORNER OF THE
 SW0880'YARD WHERE THE MARK WAS LOCATED HAS BEEN CUT AWAY AND THE FENCE HAS
 SW0880'BEEN MOVED NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0193 ***********************************************************************
 SW0193  DESIGNATION -  E 70
 SW0193  PID         -  SW0193
 SW0193  STATE/COUNTY-  WA/LINCOLN
 SW0193  USGS QUAD   -  LAMONA (1969)
 SW0193
 SW0193                         *CURRENT SURVEY CONTROL
 SW0193  ___________________________________________________________________
 SW0193* NAD 83(1986)-  47 21 44.     (N)    118 25 58.     (W)     SCALED    
 SW0193* NAVD 88     -       573.067  (meters)    1880.14   (feet)  ADJUSTED  
 SW0193  ___________________________________________________________________
 SW0193  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 SW0193  DYNAMIC HT  -         573.093 (meters)    1880.22  (feet)  COMP
 SW0193  MODELED GRAV-     980,640.0   (mgal)                       NAVD 88
 SW0193
 SW0193  VERT ORDER  -  SECOND    CLASS 0
 SW0193
 SW0193.The horizontal coordinates were scaled from a topographic map and have
 SW0193.an estimated accuracy of +/- 6 seconds.
 SW0193
 SW0193.The orthometric height was determined by differential leveling
 SW0193.and adjusted by the National Geodetic Survey in June 1991..
 SW0193
 SW0193.The geoid height was determined by GEOID03.
 SW0193
 SW0193.The dynamic height is computed by dividing the NAVD 88
 SW0193.geopotential number by the normal gravity value computed on the
 SW0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0193.degrees latitude (g = 980.6199 gals.).
 SW0193
 SW0193.The modeled gravity was interpolated from observed gravity values.
 SW0193
 SW0193;                    North         East    Units  Estimated Accuracy
 SW0193;SPC WA N     -    43,100.      681,320.      MT  (+/- 180 meters Scaled)
 SW0193
 SW0193                          SUPERSEDED SURVEY CONTROL
 SW0193
 SW0193  NGVD 29 (??/??/92)  571.931  (m)         1876.41   (f) ADJ UNCH    2 0
 SW0193
 SW0193.Superseded values are not recommended for survey control.
 SW0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0193.See file dsdata.txt to determine how the superseded data were derived.
 SW0193
 SW0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN918464(NAD 83)
 SW0193_MARKER: DB = BENCH MARK DISK
 SW0193_SETTING: 66 = SET IN ROCK OUTCROP
 SW0193_SP_SET: OUTCROP
 SW0193_STAMPING: E 70 1934
 SW0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0193+STABILITY: POSITION/ELEVATION WELL
 SW0193
 SW0193  HISTORY     - Date     Condition        Report By
 SW0193  HISTORY     - 1934     MONUMENTED       CGS
 SW0193  HISTORY     - 1968     GOOD             NGS
 SW0193
 SW0193                          STATION DESCRIPTION
 SW0193
 SW0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0193'2.6 MI E FROM LAMONA.
 SW0193'2.6 MI.E. ALONG RAILROAD.  THE MARK IS ABOUT 0.2 MILE EAST OF A STEEL
 SW0193'BRIDGE, 90 YARDS EAST OF A SOUTHEAST FENCE CORNER ON THE NORTH SIDE OF
 SW0193'THE TRACK, ON THE EASTERN EDGE OF A CLUSTER OF SMALL, BUT VERY
 SW0193'NOTICEABLE LAVA ROCKS, 53 FEET SOUTH OF SOUTH RAIL, 32 FEET
 SW0193'WEST-SOUTHWEST OF TELEGRAPLH POLE NO. A 25, (ALSO NO. 1010), 14.5 FEET
 SW0193'SOUTH OF THE LINE OF POLES, A STANDARD DISK SET IN A 4-FOOT DIAMETER
 SW0193'OUTCROP WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1667 ***********************************************************************
 SA1667  DESIGNATION -  E 702
 SA1667  PID         -  SA1667
 SA1667  STATE/COUNTY-  WA/GRANT
 SA1667  USGS QUAD   -  VANTAGE (1978)
 SA1667
 SA1667                         *CURRENT SURVEY CONTROL
 SA1667  ___________________________________________________________________
 SA1667* NAD 83(1986)-  46 55 52.     (N)    119 53 37.     (W)     SCALED    
 SA1667* NAVD 88     -       287.79   (+/-2cm)     944.2    (feet)  VERTCON   
 SA1667  ___________________________________________________________________
 SA1667  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 SA1667
 SA1667  VERT ORDER  -  ? (See Below)
 SA1667
 SA1667.The horizontal coordinates were scaled from a topographic map and have
 SA1667.an estimated accuracy of +/- 6 seconds.
 SA1667
 SA1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1667.The vertical order pertains to the NGVD 29 superseded value.
 SA1667
 SA1667.The geoid height was determined by GEOID03.
 SA1667
 SA1667;                    North         East    Units  Estimated Accuracy
 SA1667;SPC WA S     -   177,770.      546,180.      MT  (+/- 180 meters Scaled)
 SA1667
 SA1667                          SUPERSEDED SURVEY CONTROL
 SA1667
 SA1667  NGVD 29 (??/??/92)  286.687  (m)          940.57   (f) ADJ UNCH    ?  
 SA1667
 SA1667.Superseded values are not recommended for survey control.
 SA1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1667.See file dsdata.txt to determine how the superseded data were derived.
 SA1667
 SA1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN797015(NAD 83)
 SA1667_MARKER: DD = SURVEY DISK
 SA1667_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SA1667_STAMPING: E 7 1937
 SA1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA1667
 SA1667  HISTORY     - Date     Condition        Report By
 SA1667  HISTORY     - 1937     MONUMENTED       BOR
 SA1667
 SA1667                          STATION DESCRIPTION
 SA1667
 SA1667'DESCRIBED BY US BUREAU OF RECLAMATION 1937
 SA1667'6.3 MI SE FROM VANTAGE.
 SA1667'IN GRANT COUNTY, 6.3 MILES SOUTHEAST ALONG A ROAD FROM VANTAGE,
 SA1667'KITTITAS COUNTY, 0.7 MILE WEST OF SECTION CORNERS 25, 30, 36, AND 31,
 SA1667'T. 17 N., RS. 23-24 E., 95 FEET SOUTHWEST OF A ROAD LEADING NORTHWEST
 SA1667'IN THE BOTTOM OF A DRAW LEADING TO SAND HOLLOW, AND IN A ROCK WITH E
 SA1667'702 PAINTED ON IT.  A UNITED STATE BUREAU OF RECLAMATION STANDARD
 SA1667'DISK, STAMPED E 7 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0786 ***********************************************************************
 SV0786  DESIGNATION -  E 71
 SV0786  PID         -  SV0786
 SV0786  STATE/COUNTY-  WA/SPOKANE
 SV0786  USGS QUAD   -  SPOKANE NW (1986)
 SV0786
 SV0786                         *CURRENT SURVEY CONTROL
 SV0786  ___________________________________________________________________
 SV0786* NAD 83(1986)-  47 40 11.     (N)    117 28 25.     (W)     SCALED    
 SV0786* NAVD 88     -       567.349  (meters)    1861.38   (feet)  ADJUSTED  
 SV0786  ___________________________________________________________________
 SV0786  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 SV0786  DYNAMIC HT  -         567.382 (meters)    1861.49  (feet)  COMP
 SV0786  MODELED GRAV-     980,652.4   (mgal)                       NAVD 88
 SV0786
 SV0786  VERT ORDER  -  SECOND    CLASS 0
 SV0786
 SV0786.The horizontal coordinates were scaled from a topographic map and have
 SV0786.an estimated accuracy of +/- 6 seconds.
 SV0786
 SV0786.The orthometric height was determined by differential leveling
 SV0786.and adjusted by the National Geodetic Survey in June 1991..
 SV0786
 SV0786.The geoid height was determined by GEOID03.
 SV0786
 SV0786.The dynamic height is computed by dividing the NAVD 88
 SV0786.geopotential number by the normal gravity value computed on the
 SV0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0786.degrees latitude (g = 980.6199 gals.).
 SV0786
 SV0786.The modeled gravity was interpolated from observed gravity values.
 SV0786
 SV0786;                    North         East    Units  Estimated Accuracy
 SV0786;SPC WA N     -    79,970.      752,230.      MT  (+/- 180 meters Scaled)
 SV0786
 SV0786                          SUPERSEDED SURVEY CONTROL
 SV0786
 SV0786  NGVD 29 (??/??/92)  566.182  (m)         1857.55   (f) ADJ UNCH    2 0
 SV0786
 SV0786.Superseded values are not recommended for survey control.
 SV0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0786.See file dsdata.txt to determine how the superseded data were derived.
 SV0786
 SV0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN644797(NAD 83)
 SV0786_MARKER: DB = BENCH MARK DISK
 SV0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0786_STAMPING: E 71 1934
 SV0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0786+STABILITY: SURFACE MOTION
 SV0786
 SV0786  HISTORY     - Date     Condition        Report By
 SV0786  HISTORY     - 1934     MONUMENTED       CGS
 SV0786  HISTORY     - 1973     MARK NOT FOUND   USGS
 SV0786
 SV0786                          STATION DESCRIPTION
 SV0786
 SV0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SV0786'IN FORT WRIGHT.
 SV0786'ALONG THE RIGHT OF WAY OF THE GREAT NORTHERN RAILROAD, 66 3/4 RAIL
 SV0786'LENGTHS (APPROXIMATELY 858 YARDS) EAST OF MILE POST NO. 1480, SET
 SV0786'VERTICALLY IN THE CENTER OF THE NORTH SIDE OF THE MOST NORTH WEST
 SV0786'CONCRETE POST OF THE VIADUCT.  7 1/2 FEET SOUTH OF THE TRACK, 16 FEET
 SV0786'EAST OF SEMAPHORE NO. 1479-8, AND 3 FEET ABOVE THE GROUND.
 SV0786
 SV0786                          STATION RECOVERY (1973)
 SV0786
 SV0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0182 ***********************************************************************
 SX0182  DESIGNATION -  E 71
 SX0182  PID         -  SX0182
 SX0182  STATE/COUNTY-  WA/KITTITAS
 SX0182  USGS QUAD   -  MALAGA (1975)
 SX0182
 SX0182                         *CURRENT SURVEY CONTROL
 SX0182  ___________________________________________________________________
 SX0182* NAD 83(1998)-  47 15 40.60097(N)    120 11 12.51939(W)     ADJUSTED  
 SX0182* NAVD 88     -       720.844  (meters)    2364.97   (feet)  ADJUSTED  
 SX0182  ___________________________________________________________________
 SX0182  X           -  -2,180,671.607 (meters)                     COMP
 SX0182  Y           -  -3,748,753.603 (meters)                     COMP
 SX0182  Z           -   4,662,041.373 (meters)                     COMP
 SX0182  LAPLACE CORR-         -13.40  (seconds)                    DEFLEC99
 SX0182  ELLIP HEIGHT-         701.16  (meters)          (07/05/01) GPS OBS
 SX0182  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 SX0182  DYNAMIC HT  -         720.844 (meters)    2364.97  (feet)  COMP
 SX0182  MODELED GRAV-     980,589.5   (mgal)                       NAVD 88
 SX0182
 SX0182  HORZ ORDER  -  FIRST
 SX0182  VERT ORDER  -  SECOND    CLASS 0
 SX0182  ELLP ORDER  -  FOURTH    CLASS II
 SX0182
 SX0182.The horizontal coordinates were established by GPS observations
 SX0182.and adjusted by the National Geodetic Survey in July 2001..
 SX0182.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX0182.DATUM ITEM on the data sheet items page.
 SX0182
 SX0182.The orthometric height was determined by differential leveling
 SX0182.and adjusted by the National Geodetic Survey in June 1991..
 SX0182.WARNING-GPS observations at this control monument resulted in a GPS
 SX0182.derived orthometric height which differed from the leveled height by
 SX0182.more than one decimeter (0.1 meter).
 SX0182
 SX0182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX0182
 SX0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0182
 SX0182.The ellipsoidal height was determined by GPS observations
 SX0182.and is referenced to NAD 83.
 SX0182
 SX0182.The geoid height was determined by GEOID03.
 SX0182
 SX0182.The dynamic height is computed by dividing the NAVD 88
 SX0182.geopotential number by the normal gravity value computed on the
 SX0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0182.degrees latitude (g = 980.6199 gals.).
 SX0182
 SX0182.The modeled gravity was interpolated from observed gravity values.
 SX0182
 SX0182;                    North         East     Units Scale Factor Converg.
 SX0182;SPC WA S     -   214,346.255   523,703.104   MT  0.99998431   +0 13 39.0
 SX0182;SPC WA S     -   703,234.34  1,718,182.60   sFT  0.99998431   +0 13 39.0
 SX0182;UTM  10      - 5,238,038.487   712,822.813   MT  1.00015668   +2 04 01.0
 SX0182
 SX0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0182!SPC WA S     -   0.99989011  x   0.99998431  =   0.99987442
 SX0182!UTM  10      -   0.99989011  x   1.00015668  =   1.00004677
 SX0182
 SX0182                          SUPERSEDED SURVEY CONTROL
 SX0182
 SX0182  NAD 83(1991)-  47 15 40.59973(N)    120 11 12.51935(W) AD(       ) 1
 SX0182  ELLIP H (06/21/95)  701.29   (m)                       GP(       ) 4 2
 SX0182  NAVD 88 (12/18/95)  720.84   (m)         2365.0    (f) LEVELING    3  
 SX0182  NGVD 29 (??/??/92)  719.705  (m)         2361.23   (f) ADJ UNCH    2 0
 SX0182
 SX0182.Superseded values are not recommended for survey control.
 SX0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0182.See file dsdata.txt to determine how the superseded data were derived.
 SX0182
 SX0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1282338038(NAD 83)
 SX0182_MARKER: DB = BENCH MARK DISK
 SX0182_SETTING: 80 = SET IN A BOULDER
 SX0182_SP_SET: BOULDER
 SX0182_STAMPING: E 71 1935
 SX0182_MARK LOGO: NONE  
 SX0182_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0182+STABILITY: SURFACE MOTION
 SX0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX0182+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1993
 SX0182
 SX0182  HISTORY     - Date     Condition        Report By
 SX0182  HISTORY     - 1935     MONUMENTED       CGS
 SX0182  HISTORY     - 1936     GOOD             NGS
 SX0182  HISTORY     - 19931130 GOOD             MSI
 SX0182  HISTORY     - 20060916 GOOD             GEOCAC
 SX0182
 SX0182                          STATION DESCRIPTION
 SX0182
 SX0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SX0182'9.1 MI SW FROM ROCK ISLAND.
 SX0182'IN CHELAN COUNTY, 9.1 MILES SOUTHWEST ALONG THE COLOCKUM PASS ROAD
 SX0182'FROM THE SOUTHEAST END OF ROCK ISLAND DAM NEAR ROCK ISLAND, DOUGLAS
 SX0182'COUNTY, 0.1 MILE SOUTHWEST OF THE CYCLE GOODWIN FARMHOUSE, 25 FEET
 SX0182'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 7.4 FEET WEST OF THE WEST
 SX0182'CORNER OF A ROCK-FILLED FRAME FENCE, 3.2 FEET NORTHWEST OF THE FENCE
 SX0182'LINE, IN THE TOP OF A 3- BY 3-FOOT BOULDER, AND ABOUT 1 FOOT ABOVE THE
 SX0182'GROUND.  A STANDARD DISK, STAMPED E 71 1935.
 SX0182
 SX0182                          STATION RECOVERY (1993)
 SX0182
 SX0182'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SX0182'RECOVERED AS DESCRIBED IN GOOD CONDITION. TO REACH THE STATION FROM
 SX0182'THE POST OFFICE IN MALAGA, PROCEED SOUTHERLY ON COLOCKUM ROAD, FOR
 SX0182'8.25 MI (13.28 KM) TO JUNCTION WITH TARPISCAN ROAD. TURN RIGHT AND
 SX0182'PROCEED WESTERLY ON COLOCKUM ROAD FOR 4.75 MI (7.64 KM) TO 'Y'
 SX0182'JUNCTION. TURN LEFT AND PROCEED SOUTHWESTERLY ON COLOCKUM ROAD FOR
 SX0182'0.88 MI (1.42 KM) TO THE COLOCKUM PASS RANCH. CONTINUE SOUTHERLY FOR
 SX0182'0.13 MI (0.21 KM) ON COLOCKUM ROAD TO STATION ON THE LEFT. DISK IS
 SX0182'LOCATED 50 FT (15.2 M) EAST OF CENTERLINE OF COLOCKUM ROAD, 21.5 FT
 SX0182'(6.6 M) SOUTH OF CENTERLINE OF COLOCKUM ROAD, 7 FT (2.1 M) NORTHEAST
 SX0182'OF TAGGED FENCE POST, AND 5 FT (1.5 M) SOUTHEAST OF FIBERGLASS WITNESS
 SX0182'POST.
 SX0182
 SX0182                          STATION RECOVERY (2006)
 SX0182
 SX0182'RECOVERY NOTE BY GEOCACHING 2006 (TJW)
 SX0182'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0431 ***********************************************************************
 SW0431  DESIGNATION -  E 72 1 BOR
 SW0431  PID         -  SW0431
 SW0431  STATE/COUNTY-  WA/OKANOGAN
 SW0431  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW0431
 SW0431                         *CURRENT SURVEY CONTROL
 SW0431  ___________________________________________________________________
 SW0431* NAD 83(1986)-  47 58 28.     (N)    118 58 19.     (W)     SCALED    
 SW0431* NAVD 88     -       321.93   (+/-2cm)    1056.2    (feet)  VERTCON   
 SW0431  ___________________________________________________________________
 SW0431  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 SW0431
 SW0431  VERT ORDER  -  ? (See Below)
 SW0431
 SW0431.The horizontal coordinates were scaled from a topographic map and have
 SW0431.an estimated accuracy of +/- 6 seconds.
 SW0431
 SW0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0431.The vertical order pertains to the NGVD 29 superseded value.
 SW0431
 SW0431.The geoid height was determined by GEOID03.
 SW0431
 SW0431;                    North         East    Units  Estimated Accuracy
 SW0431;SPC WA N     -   110,020.      638,950.      MT  (+/- 180 meters Scaled)
 SW0431
 SW0431                          SUPERSEDED SURVEY CONTROL
 SW0431
 SW0431  NGVD 29 (??/??/92)  320.727  (m)         1052.25   (f) ADJ UNCH    ?  
 SW0431
 SW0431.Superseded values are not recommended for survey control.
 SW0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0431.See file dsdata.txt to determine how the superseded data were derived.
 SW0431
 SW0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP528153(NAD 83)
 SW0431_MARKER: DD = SURVEY DISK
 SW0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0431_STAMPING: E 72-1. ELEV. 1053.689
 SW0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0431+STABILITY: SURFACE MOTION
 SW0431
 SW0431  HISTORY     - Date     Condition        Report By
 SW0431  HISTORY     - UNK      MONUMENTED       BOR
 SW0431  HISTORY     - 1937     GOOD             NGS
 SW0431  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0431  HISTORY     - 1981     MARK NOT FOUND   NGS
 SW0431
 SW0431                          STATION DESCRIPTION
 SW0431
 SW0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 SW0431'0.18 MI N FROM MASON CITY.
 SW0431'MASON CITY.  0.18 MILES NORTH OF.  ON THE NESPELEM HIGHWAY.  AT A
 SW0431'FRAME, WHICH SUPPORTS COL. RIVER GAGING STATION CABLE, 3 TELEPHONE
 SW0431'POLES NORTH OF.  ACROSS HWY. AND EAST OF A LARGE PINE TREE APPROX. 400
 SW0431'FT. SOUTH OF LARGE WOODEN GATE WITH ROAD THAT LEADS TO POWDER STORAGE
 SW0431'HOUSE, 15 FT. NORTH AND 9 FEET EAST OF TELEPHONE POLE.  41 FEET EAST
 SW0431'OF CENTER LINE, NESPELEM - COULEE DAM HIGHWAY, STANDARD DISC IN
 SW0431'CONCRETE POST STAMPED E 72-1. ELEV. 1053.689.  NOTE-- CONSTR IN AREA.
 SW0431
 SW0431                          STATION RECOVERY (1966)
 SW0431
 SW0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0431'MARK NOT FOUND.
 SW0431
 SW0431                          STATION RECOVERY (1981)
 SW0431
 SW0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0431'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0480 ***********************************************************************
 SW0480  DESIGNATION -  E 72 RESET 1937
 SW0480  PID         -  SW0480
 SW0480  STATE/COUNTY-  WA/GRANT
 SW0480  USGS QUAD   -  ELECTRIC CITY (1968)
 SW0480
 SW0480                         *CURRENT SURVEY CONTROL
 SW0480  ___________________________________________________________________
 SW0480* NAD 83(1986)-  47 56 09.     (N)    119 00 05.     (W)     SCALED    
 SW0480* NAVD 88     -       496.475  (meters)    1628.85   (feet)  ADJUSTED  
 SW0480  ___________________________________________________________________
 SW0480  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 SW0480  DYNAMIC HT  -         496.522 (meters)    1629.01  (feet)  COMP
 SW0480  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 SW0480
 SW0480  VERT ORDER  -  SECOND    CLASS 0
 SW0480
 SW0480.The horizontal coordinates were scaled from a topographic map and have
 SW0480.an estimated accuracy of +/- 6 seconds.
 SW0480
 SW0480.The orthometric height was determined by differential leveling
 SW0480.and adjusted by the National Geodetic Survey in June 1991..
 SW0480
 SW0480.The geoid height was determined by GEOID03.
 SW0480
 SW0480.The dynamic height is computed by dividing the NAVD 88
 SW0480.geopotential number by the normal gravity value computed on the
 SW0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0480.degrees latitude (g = 980.6199 gals.).
 SW0480
 SW0480.The modeled gravity was interpolated from observed gravity values.
 SW0480
 SW0480;                    North         East    Units  Estimated Accuracy
 SW0480;SPC WA S     -   290,370.      611,990.      MT  (+/- 180 meters Scaled)
 SW0480
 SW0480                          SUPERSEDED SURVEY CONTROL
 SW0480
 SW0480  NGVD 29 (??/??/92)  495.280  (m)         1624.93   (f) ADJ UNCH    2 0
 SW0480
 SW0480.Superseded values are not recommended for survey control.
 SW0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0480.See file dsdata.txt to determine how the superseded data were derived.
 SW0480
 SW0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP505111(NAD 83)
 SW0480_MARKER: DJ = TIDAL STATION DISK
 SW0480_SETTING: 66 = SET IN ROCK OUTCROP
 SW0480_SP_SET: ROCK OUTCROP
 SW0480_STAMPING: E 72 1935 RESET 1937 1947.
 SW0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0480+STABILITY: POSITION/ELEVATION WELL
 SW0480
 SW0480  HISTORY     - Date     Condition        Report By
 SW0480  HISTORY     - 1937     MONUMENTED       CGS
 SW0480  HISTORY     - 1947     GOOD             NGS
 SW0480  HISTORY     - 1968     MARK NOT FOUND   USGS
 SW0480  HISTORY     - 1981     MARK NOT FOUND   NGS
 SW0480
 SW0480                          STATION DESCRIPTION
 SW0480
 SW0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SW0480'IN GRAND COULEE.
 SW0480'2.4 MILES ALONG THE ALMIRA- COULEE DAM ROAD (STATE HIGHWAY 2) SOUTH
 SW0480'FROM THE ADMINISTRATION BUILDING AT COULEE DAM, ABOUT 0.1 MILE SOUTH
 SW0480'OF DISTRICT 55 SCHOOLHOUSE, 73 FEET SOUTHWEST OF THE CENTERLINE OF A
 SW0480'DIRT ROAD RUNNING NW-SE, AND 47.5 FEET EAST OF THE CENTERLINE OF THE
 SW0480'HIGHWAY.  A STANDARD TIDAL BM DISK SET IN THE BASE AND AT THE EAST END
 SW0480'OF A BASALT OUTCROP AND ABOUT 8 FEET LOWER THAN THE HIGHWAY.
 SW0480
 SW0480                          STATION RECOVERY (1968)
 SW0480
 SW0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 SW0480'MARK NOT FOUND.
 SW0480
 SW0480                          STATION RECOVERY (1981)
 SW0480
 SW0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0480'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0412 ***********************************************************************
 SA0412  DESIGNATION -  E 76
 SA0412  PID         -  SA0412
 SA0412  STATE/COUNTY-  WA/WALLA WALLA
 SA0412  USGS QUAD   -  EUREKA (1991)
 SA0412
 SA0412                         *CURRENT SURVEY CONTROL
 SA0412  ___________________________________________________________________
 SA0412* NAD 83(1986)-  46 17 20.     (N)    118 30 35.     (W)     SCALED    
 SA0412* NAVD 88     -       257.858  (meters)     845.99   (feet)  ADJUSTED  
 SA0412  ___________________________________________________________________
 SA0412  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 SA0412  DYNAMIC HT  -         257.855 (meters)     845.98  (feet)  COMP
 SA0412  MODELED GRAV-     980,597.1   (mgal)                       NAVD 88
 SA0412
 SA0412  VERT ORDER  -  SECOND    CLASS 0
 SA0412
 SA0412.The horizontal coordinates were scaled from a topographic map and have
 SA0412.an estimated accuracy of +/- 6 seconds.
 SA0412
 SA0412.The orthometric height was determined by differential leveling
 SA0412.and adjusted by the National Geodetic Survey in June 1991..
 SA0412
 SA0412.The geoid height was determined by GEOID03.
 SA0412
 SA0412.The dynamic height is computed by dividing the NAVD 88
 SA0412.geopotential number by the normal gravity value computed on the
 SA0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0412.degrees latitude (g = 980.6199 gals.).
 SA0412
 SA0412.The modeled gravity was interpolated from observed gravity values.
 SA0412
 SA0412;                    North         East    Units  Estimated Accuracy
 SA0412;SPC WA S     -   108,140.      653,340.      MT  (+/- 180 meters Scaled)
 SA0412
 SA0412                          SUPERSEDED SURVEY CONTROL
 SA0412
 SA0412  NGVD 29 (??/??/92)  256.883  (m)          842.79   (f) ADJ UNCH    2 0
 SA0412
 SA0412.Superseded values are not recommended for survey control.
 SA0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0412.See file dsdata.txt to determine how the superseded data were derived.
 SA0412
 SA0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM837272(NAD 83)
 SA0412_MARKER: DB = BENCH MARK DISK
 SA0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0412_STAMPING: E 76 1934
 SA0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0412+STABILITY: SURFACE MOTION
 SA0412
 SA0412  HISTORY     - Date     Condition        Report By
 SA0412  HISTORY     - 1934     MONUMENTED       CGS
 SA0412  HISTORY     - 1934     GOOD             NGS
 SA0412  HISTORY     - 1983     GOOD             NGS
 SA0412  HISTORY     - 19900522 GOOD             USGS
 SA0412  HISTORY     - 20040229 GOOD             GEOCAC
 SA0412
 SA0412                          STATION DESCRIPTION
 SA0412
 SA0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SA0412'6.1 MI E FROM EUREKA.
 SA0412'0.7 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT EUREKA,
 SA0412'THENCE 5.4 MILES EAST ALONG STATE HIGHWAY 3 D, 6 1/2 RAILS SOUTHWEST
 SA0412'OF THE NORTHERN PACIFIC RAILWAY STATION AT LAMAR, 46.7 FEET SOUTH OF
 SA0412'THE SOUTH RAIL, 13 FEET SOUTHWEST OF A TELEPHONE POLE WITH A GUY WIRE,
 SA0412'7 FEET NORTHEAST OF A POWER LINE POLE WITH A GUY WIRE, 1.0 FOOT NORTH
 SA0412'OF A FENCE, 1.6 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 SA0412'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SA0412
 SA0412                          STATION RECOVERY (1983)
 SA0412
 SA0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SA0412'3.22 KM (2.0 MI) EAST ALONG STATE HIGHWAY 124 FROM THE RAILROAD
 SA0412'CROSSING IN EUREKA TO A SIDE ROAD RIGHT THENCE EAST 6.60 KM (4.1 MI)
 SA0412'TO THE GRAIN ELEVATOR AT LAMAR, 75 M (246 FT) WEST OF THE RAILROAD
 SA0412'CROSSING, 14.3 M (47 FT) SOUTH OF THE SOUTH RAIL 4 M (13 FT)
 SA0412'SOUTHWEST OF A POLE 2.1 M (7 FT) NORTHEAST OF A POLE 4 M (13 FT)
 SA0412'NORTHEAST OF A PUMP HOUSE.
 SA0412
 SA0412                          STATION RECOVERY (1990)
 SA0412
 SA0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (ALM)
 SA0412'RECOVERED IN GOOD CONDITION.
 SA0412
 SA0412                          STATION RECOVERY (2004)
 SA0412
 SA0412'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0648 ***********************************************************************
 RD0648  DESIGNATION -  E 8
 RD0648  PID         -  RD0648
 RD0648  STATE/COUNTY-  WA/COWLITZ
 RD0648  USGS QUAD   -  DEER ISLAND (1990)
 RD0648
 RD0648                         *CURRENT SURVEY CONTROL
 RD0648  ___________________________________________________________________
 RD0648* NAD 83(1986)-  45 55 57.     (N)    122 45 35.     (W)     SCALED    
 RD0648* NAVD 88     -        13.477  (meters)      44.22   (feet)  ADJUSTED  
 RD0648  ___________________________________________________________________
 RD0648  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 RD0648  DYNAMIC HT  -          13.477 (meters)      44.22  (feet)  COMP
 RD0648  MODELED GRAV-     980,643.8   (mgal)                       NAVD 88
 RD0648
 RD0648  VERT ORDER  -  FIRST     CLASS II
 RD0648
 RD0648.The horizontal coordinates were scaled from a topographic map and have
 RD0648.an estimated accuracy of +/- 6 seconds.
 RD0648
 RD0648.The orthometric height was determined by differential leveling
 RD0648.and adjusted by the National Geodetic Survey in June 1991..
 RD0648
 RD0648.The geoid height was determined by GEOID03.
 RD0648
 RD0648.The dynamic height is computed by dividing the NAVD 88
 RD0648.geopotential number by the normal gravity value computed on the
 RD0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0648.degrees latitude (g = 980.6199 gals.).
 RD0648
 RD0648.The modeled gravity was interpolated from observed gravity values.
 RD0648
 RD0648;                    North         East    Units  Estimated Accuracy
 RD0648;SPC WA S     -    69,110.      324,770.      MT  (+/- 180 meters Scaled)
 RD0648
 RD0648                          SUPERSEDED SURVEY CONTROL
 RD0648
 RD0648  NGVD 29 (??/??/92)   12.542  (m)           41.15   (f) ADJ UNCH    1 2
 RD0648
 RD0648.Superseded values are not recommended for survey control.
 RD0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0648.See file dsdata.txt to determine how the superseded data were derived.
 RD0648
 RD0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER186865(NAD 83)
 RD0648_MARKER: DB = BENCH MARK DISK
 RD0648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0648_SP_SET: RETAINING WALL
 RD0648_STAMPING: E8 1920
 RD0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0648
 RD0648  HISTORY     - Date     Condition        Report By
 RD0648  HISTORY     - 1920     MONUMENTED       CGS
 RD0648  HISTORY     - 1952     MARK NOT FOUND   USGS
 RD0648  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0648
 RD0648                          STATION DESCRIPTION
 RD0648
 RD0648'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 RD0648'2 MI N FROM WOODLAND.
 RD0648'2 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM WOODLAND,
 RD0648'COWLITZ COUNTY, ON THE OUTSIDE OF A LONG CURVE AT THE EAST END OF A
 RD0648'CONCRETE RETAINING WALL ALONG THE SOUTH SIDE OF US HIGHWAY 99, IN THE
 RD0648'TOP OF THE RAILING, 15 FEET NORTH OF THE CENTER LINE OF THE NORTH
 RD0648'DOUBLE TRACK, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND ABOUT 2 FEET
 RD0648'HIGHER THAN THE TRACK.  NOTE-- THE NEW HIGHWAY 99 PASSES OVER THE AREA
 RD0648'AND THERE IS NO LONGER A RETAINING WALL.
 RD0648
 RD0648                          STATION RECOVERY (1987)
 RD0648
 RD0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0648'NOT RECOVERED.  POSSIBLY DESTROYED BY FREEWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0597 ***********************************************************************
 SA0597  DESIGNATION -  E 802
 SA0597  PID         -  SA0597
 SA0597  STATE/COUNTY-  WA/ADAMS
 SA0597  USGS QUAD   -  ROXBORO (1970)
 SA0597
 SA0597                         *CURRENT SURVEY CONTROL
 SA0597  ___________________________________________________________________
 SA0597* NAD 83(1986)-  46 57 07.     (N)    118 51 28.     (W)     SCALED    
 SA0597* NAVD 88     -       381.99   (+/-2cm)    1253.2    (feet)  VERTCON   
 SA0597  ___________________________________________________________________
 SA0597  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SA0597
 SA0597  VERT ORDER  -  ? (See Below)
 SA0597
 SA0597.The horizontal coordinates were scaled from a topographic map and have
 SA0597.an estimated accuracy of +/- 6 seconds.
 SA0597
 SA0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0597.The vertical order pertains to the NGVD 29 superseded value.
 SA0597
 SA0597.The geoid height was determined by GEOID03.
 SA0597
 SA0597;                    North         East    Units  Estimated Accuracy
 SA0597;SPC WA S     -   181,210.      625,000.      MT  (+/- 180 meters Scaled)
 SA0597
 SA0597                          SUPERSEDED SURVEY CONTROL
 SA0597
 SA0597  NGVD 29 (??/??/92)  380.873  (m)         1249.58   (f) ADJ UNCH    ?  
 SA0597
 SA0597.Superseded values are not recommended for survey control.
 SA0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0597.See file dsdata.txt to determine how the superseded data were derived.
 SA0597
 SA0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN586014(NAD 83)
 SA0597_MARKER: R = RIVET
 SA0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0597_SP_SET: CONCRETE BASE
 SA0597_STAMPING: E 802
 SA0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0597
 SA0597  HISTORY     - Date     Condition        Report By
 SA0597  HISTORY     - UNK      MONUMENTED       BOR
 SA0597  HISTORY     - 1936     GOOD             NGS
 SA0597  HISTORY     - 1970     MARK NOT FOUND   USGS
 SA0597
 SA0597                          STATION DESCRIPTION
 SA0597
 SA0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SA0597'0.3 MI W FROM ROXBORO.
 SA0597'0.3 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SA0597'RAILWAY FROM ROXBORO, AT THE WEST END OF ROXBORO SIDING, 15 FEET SOUTH
 SA0597'OF THE TRACK, AT SIGNAL 81/2, AND ON THE TOP OF THE SOUTH SIDE OF THE
 SA0597'CONCRETE BASE.
 SA0597
 SA0597                          STATION RECOVERY (1970)
 SA0597
 SA0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SA0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0178 ***********************************************************************
 SY0178  DESIGNATION -  E 84
 SY0178  PID         -  SY0178
 SY0178  STATE/COUNTY-  WA/KING
 SY0178  USGS QUAD   -  AUBURN (1994)
 SY0178
 SY0178                         *CURRENT SURVEY CONTROL
 SY0178  ___________________________________________________________________
 SY0178* NAD 83(1986)-  47 36 28.     (N)    122 11 06.     (W)     SCALED    
 SY0178* NAVD 88     -        18.49   (+/-2cm)      60.7    (feet)  VERTCON   
 SY0178  ___________________________________________________________________
 SY0178  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SY0178
 SY0178  VERT ORDER  -  ? (See Below)
 SY0178
 SY0178.The horizontal coordinates were scaled from a topographic map and have
 SY0178.an estimated accuracy of +/- 6 seconds.
 SY0178
 SY0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0178.The vertical order pertains to the NGVD 29 superseded value.
 SY0178
 SY0178.The geoid height was determined by GEOID03.
 SY0178
 SY0178;                    North         East    Units  Estimated Accuracy
 SY0178;SPC WA N     -    68,470.      398,380.      MT  (+/- 180 meters Scaled)
 SY0178
 SY0178                          SUPERSEDED SURVEY CONTROL
 SY0178
 SY0178  NGVD 29 (??/??/??)   17.399  (m)           57.08   (f) ADJUSTED    ?  
 SY0178
 SY0178.Superseded values are not recommended for survey control.
 SY0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0178.See file dsdata.txt to determine how the superseded data were derived.
 SY0178
 SY0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET612730(NAD 83)
 SY0178_MARKER: DD = SURVEY DISK
 SY0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0178+STABILITY: SURFACE MOTION
 SY0178
 SY0178  HISTORY     - Date     Condition        Report By
 SY0178  HISTORY     - UNK      MONUMENTED       WA-033
 SY0178  HISTORY     - 1938     GOOD             CGS
 SY0178  HISTORY     - 1954     MARK NOT FOUND   WA-033
 SY0178  HISTORY     - 20011020 MARK NOT FOUND   USPSQD
 SY0178
 SY0178                          STATION DESCRIPTION
 SY0178
 SY0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 SY0178'IN WILBURTON.
 SY0178'A STANDARD KING COUNTY BRONZE TABLET SET IN A PRE-CAST CONCRETE
 SY0178'MONUMENT 3 IN. ABOVE THE GROUND SURFACE.  LOCATED ABOUT 500 FT. WEST
 SY0178'OF R.R. STATION WILBURTON, ABOUT 1500 FT. NW OF LONG R.R. TRESTLE,
 SY0178'ABOUT 400 FT. NORTH OF SHARP CURVE IN ROAD, NORTH OF SW CORNER OF SEC.
 SY0178'33(25-5), 59 FT. WEST OF WEST EDGE OF BLACK TOP ROAD, 60.10 FT. NW OF
 SY0178'A TACK IN A 6 IN. ALDER STUMP, 72.25 FT. NE OF A TACK IN A 6 IN. ALDER
 SY0178
 SY0178                          STATION RECOVERY (1954)
 SY0178
 SY0178'RECOVERY NOTE BY KING COUNTY WASHINGTON 1954
 SY0178'MARK NOT FOUND.
 SY0178
 SY0178                          STATION RECOVERY (2001)
 SY0178
 SY0178'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEL)
 SY0178'MARK NOT FOUND.  EARTH APPEARS TO HAVE BEEN REMOVED TO MAKE ROOM FOR A
 SY0178'COMMERCIAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4591 ***********************************************************************
 SY4591  DESIGNATION -  E BLAKE
 SY4591  PID         -  SY4591
 SY4591  STATE/COUNTY-  WA/KITSAP
 SY4591  USGS QUAD   -  TACOMA NORTH (1994)
 SY4591
 SY4591                         *CURRENT SURVEY CONTROL
 SY4591  ___________________________________________________________________
 SY4591* NAD 83(1991)-  47 32 28.54485(N)    122 28 48.54941(W)     ADJUSTED  
 SY4591* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY4591  ___________________________________________________________________
 SY4591  LAPLACE CORR-          -9.72  (seconds)                    DEFLEC99
 SY4591  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 SY4591
 SY4591  HORZ ORDER  -  FIRST
 SY4591
 SY4591.The horizontal coordinates were established by classical geodetic methods
 SY4591.and adjusted by the National Geodetic Survey in December 1991..
 SY4591
 SY4591.The orthometric height was scaled from a topographic map.
 SY4591
 SY4591.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4591
 SY4591.The geoid height was determined by GEOID03.
 SY4591
 SY4591;                    North         East     Units Scale Factor Converg.
 SY4591;SPC WA N     -    61,505.211   376,030.394   MT  0.99999256   -1 13 33.9
 SY4591;SPC WA N     -   201,788.35  1,233,693.05   sFT  0.99999256   -1 13 33.9
 SY4591;UTM  10      - 5,265,446.433   539,120.757   MT  0.99961881   +0 23 00.7
 SY4591
 SY4591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4591!SPC WA N     -   1.00000315  x   0.99999256  =   0.99999571
 SY4591!UTM  10      -   1.00000315  x   0.99961881  =   0.99962196
 SY4591
 SY4591:                Primary Azimuth Mark                     Grid Az
 SY4591:SPC WA N     -  RESTORATION RESET                        001 58 21.3
 SY4591:UTM  10      -  RESTORATION RESET                        000 21 46.7
 SY4591
 SY4591|---------------------------------------------------------------------|
 SY4591| PID    Reference Object                     Distance      Geod. Az  |
 SY4591|                                                           dddmmss.s |
 SY4591| SY4641 RESTORATION RESET                   APPROX. 4.7 KM 0004447.4 |
 SY4591| SY4651 WEST SEATTLE JEFFERSON HS FLAG      APPROX. 7.4 KM 0734458.7 |
 SY4591| SY4621 MYRTLE STREET TANK                  APPROX. 7.7 KM 0912716.6 |
 SY4591| SY4674 E BLAKE 1921 RM 1                    15.153 METERS 20253     |
 SY4591| CF6560 E BLAKE RM 2                         13.790 METERS 27104     |
 SY4591|---------------------------------------------------------------------|
 SY4591
 SY4591                          SUPERSEDED SURVEY CONTROL
 SY4591
 SY4591  NAD 83(1986)-  47 32 28.53967(N)    122 28 48.55558(W) AD(       ) 1
 SY4591  NAD 27      -  47 32 29.18900(N)    122 28 44.09200(W) AD(       ) 1
 SY4591
 SY4591.Superseded values are not recommended for survey control.
 SY4591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4591.See file dsdata.txt to determine how the superseded data were derived.
 SY4591
 SY4591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3912165446(NAD 83)
 SY4591_MARKER: DS = TRIANGULATION STATION DISK
 SY4591_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY4591
 SY4591  HISTORY     - Date     Condition        Report By
 SY4591  HISTORY     - 1921     MONUMENTED       CGS
 SY4591  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY4591  HISTORY     - 1988     POOR             USPSQD
 SY4591
 SY4591                          STATION DESCRIPTION
 SY4591
 SY4591'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4591'STATION IS ON THE EASTERNMOST POINT OF BLAKE ISLAND ON A GRAVEL
 SY4591'BEACH ON EXTREME HIGH WATER.  OUTSIDE OF A SMALL DEPRESSION OR
 SY4591'POND WHICH FILLS UP BY THE WINTER RAINS.  THE REFERENCE MARKS ARE
 SY4591'LOCATED ON THE EDGE OF THIS DEPRESSION.
 SY4591'
 SY4591'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4591'CONCRETE.
 SY4591
 SY4591                          STATION RECOVERY (1934)
 SY4591
 SY4591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4591'STATION NOT FOUND.
 SY4591'
 SY4591'REFERENCE MARKS FOUND IN GOOD CONDITION AND NEW STATION, EAST
 SY4591'BLAKE 2 1934, ESTABLISHED IN SAME POSITION.
 SY4591'
 SY4591'SUBSURFACE MARK, STANDARD DISK IN DRILL HOLE IN A BOULDER 3 FEET
 SY4591'BELOW SURFACE.
 SY4591'
 SY4591'SURFACE MARK, STANDARD DISK IN A 12- BY 12- BY 3 1/2-INCH BLOCK
 SY4591'PROJECTING ABOUT 10 INCHES ABOVE SURFACE.
 SY4591'
 SY4591'REFERENCE MARK NO.1 IS 15.142 METERS FROM STATION AND REFERENCE
 SY4591'MARK NO.2 IS 13.788 METERS DISTANT FROM STATION.
 SY4591
 SY4591                          STATION RECOVERY (1988)
 SY4591
 SY4591'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEC)
 SY4591'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2589 ***********************************************************************
 SC2589  DESIGNATION -  E HOQUIAM POSEY MFG CO STACK
 SC2589  PID         -  SC2589
 SC2589  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2589  USGS QUAD   -  ABERDEEN (1994)
 SC2589
 SC2589                         *CURRENT SURVEY CONTROL
 SC2589  ___________________________________________________________________
 SC2589* NAD 83(1991)-  46 58 06.93842(N)    123 51 59.15328(W)     ADJUSTED  
 SC2589* NAVD 88     -                                                        
 SC2589  ___________________________________________________________________
 SC2589  LAPLACE CORR-          12.24  (seconds)                    DEFLEC99
 SC2589  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SC2589
 SC2589  HORZ ORDER  -  THIRD
 SC2589
 SC2589.The horizontal coordinates were established by classical geodetic methods
 SC2589.and adjusted by the National Geodetic Survey in December 1991..
 SC2589
 SC2589
 SC2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2589
 SC2589.The geoid height was determined by GEOID03.
 SC2589
 SC2589;                    North         East     Units Scale Factor Converg.
 SC2589;SPC WA S     -   187,227.775   243,906.612   MT  0.99993698   -2 26 43.3
 SC2589;SPC WA S     -   614,263.13    800,216.94   sFT  0.99993698   -2 26 43.3
 SC2589;UTM  10      - 5,202,038.378   434,090.629   MT  0.99965339   -0 38 00.1
 SC2589
 SC2589                          SUPERSEDED SURVEY CONTROL
 SC2589
 SC2589  NAD 83(1986)-  46 58 06.93368(N)    123 51 59.15329(W) AD(       ) 4
 SC2589  NAD 27      -  46 58 07.60200(N)    123 51 54.54000(W) AD(       ) 3
 SC2589
 SC2589.Superseded values are not recommended for survey control.
 SC2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2589.See file dsdata.txt to determine how the superseded data were derived.
 SC2589
 SC2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3409102038(NAD 83)
 SC2589
 SC2589  HISTORY     - Date     Condition        Report By
 SC2589  HISTORY     - 1940     MONUMENTED       CGS
 SC2589  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2589  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SC2589  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2589
 SC2589                          STATION DESCRIPTION
 SC2589
 SC2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2589'A TALL, BRICK IRON STACK JUST S OF DRAWBRIDGE ACROSS HOQUIAM RIVER
 SC2589'(U.S. 101), AT THE POLSON LUMBER MILL, HOQUIAM.
 SC2589
 SC2589                          STATION RECOVERY (1952)
 SC2589
 SC2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2589'THE STATION WAS RECOVERED.  IT IS SHOWN ON PAGE 736 OF THE LIST
 SC2589'OF GEOGRAPHIC POSITIONS, BUT ON PAGE 13 OF THE LITHOGRAPH IT IS
 SC2589'SHOWN AS CAT.
 SC2589'
 SC2589'STATION IS LOCATED AT HOQUIAM, IN THE E PART OF TOWN, ABOUT
 SC2589'1/4 MILE E OF THE RAYONIER INC. PULP MILL, AT THE RUINS OF THE
 SC2589'EUREKA CEDAR LUMBER AND SHINGLE CO. MILL (INCORRECTLY CALLED POSEY
 SC2589'MFG. CO. IN 1940) WHICH IS NOW OWNED BY RAYONIER INC., AND ABOUT
 SC2589'300 FEET SE OF A STEEL WATER TANK.  IT IS A RED BRICK STACK WITH
 SC2589'METAL BANDS AND IS ABOUT 150 FEET HIGH.
 SC2589'
 SC2589'THE STACK IS NOT IN USE AND APPEARS TO BE IN POOR CONDITION.
 SC2589
 SC2589                          STATION RECOVERY (1956)
 SC2589
 SC2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HGC)
 SC2589'NOT RECOVERED.  THE RED BRICK STACK IS NO LONGER STANDING AND THE
 SC2589'STATION IS BELIEVED TO BE LOST.
 SC2589
 SC2589                          STATION RECOVERY (1957)
 SC2589
 SC2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2589'STATION DESTROYED.  THE RED BRICK STACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2603 ***********************************************************************
 SC2603  DESIGNATION -  E HOQUIAM POSEY MFG CO LO TANK
 SC2603  PID         -  SC2603
 SC2603  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2603  USGS QUAD   -  ABERDEEN (1994)
 SC2603
 SC2603                         *CURRENT SURVEY CONTROL
 SC2603  ___________________________________________________________________
 SC2603* NAD 83(1991)-  46 58 07.38494(N)    123 52 03.44534(W)     ADJUSTED  
 SC2603* NAVD 88     -                                                        
 SC2603  ___________________________________________________________________
 SC2603  LAPLACE CORR-          12.27  (seconds)                    DEFLEC99
 SC2603  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SC2603
 SC2603  HORZ ORDER  -  THIRD
 SC2603
 SC2603.The horizontal coordinates were established by classical geodetic methods
 SC2603.and adjusted by the National Geodetic Survey in December 1991..
 SC2603
 SC2603
 SC2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2603
 SC2603.The geoid height was determined by GEOID03.
 SC2603
 SC2603;                    North         East     Units Scale Factor Converg.
 SC2603;SPC WA S     -   187,245.422   243,816.559   MT  0.99993699   -2 26 46.4
 SC2603;SPC WA S     -   614,321.02    799,921.49   sFT  0.99993699   -2 26 46.4
 SC2603;UTM  10      - 5,202,053.164   434,000.089   MT  0.99965354   -0 38 03.3
 SC2603
 SC2603                          SUPERSEDED SURVEY CONTROL
 SC2603
 SC2603  NAD 83(1986)-  46 58 07.38022(N)    123 52 03.44537(W) AD(       ) 4
 SC2603  NAD 27      -  46 58 08.05200(N)    123 51 58.83400(W) AD(       ) 3
 SC2603
 SC2603.Superseded values are not recommended for survey control.
 SC2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2603.See file dsdata.txt to determine how the superseded data were derived.
 SC2603
 SC2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3400002053(NAD 83)
 SC2603
 SC2603  HISTORY     - Date     Condition        Report By
 SC2603  HISTORY     - 1940     MONUMENTED       CGS
 SC2603  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2603
 SC2603                          STATION DESCRIPTION
 SC2603
 SC2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2603'THE KNOB ATOP THE LOWER OF TWO STEEL WATER TANKS, (ALUMINUM PAINTED)
 SC2603'AT POSEY MANUFACTURING COMPANY, EAST HOQUIAM.
 SC2603
 SC2603                          STATION RECOVERY (1952)
 SC2603
 SC2603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2603'THIS TANK WAS DISMANTLED ABOUT 1941 AND THE STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2606 ***********************************************************************
 SC2606  DESIGNATION -  E HOQUIAM POSEY MFG CO HI TANK
 SC2606  PID         -  SC2606
 SC2606  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2606  USGS QUAD   -  ABERDEEN (1994)
 SC2606
 SC2606                         *CURRENT SURVEY CONTROL
 SC2606  ___________________________________________________________________
 SC2606* NAD 83(1991)-  46 58 07.92494(N)    123 52 03.67900(W)     ADJUSTED  
 SC2606* NAVD 88     -                                                        
 SC2606  ___________________________________________________________________
 SC2606  LAPLACE CORR-          12.27  (seconds)                    DEFLEC99
 SC2606  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SC2606
 SC2606  HORZ ORDER  -  THIRD
 SC2606
 SC2606.The horizontal coordinates were established by classical geodetic methods
 SC2606.and adjusted by the National Geodetic Survey in December 1991..
 SC2606
 SC2606
 SC2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2606
 SC2606.The geoid height was determined by GEOID03.
 SC2606
 SC2606;                    North         East     Units Scale Factor Converg.
 SC2606;SPC WA S     -   187,262.292   243,812.336   MT  0.99993701   -2 26 46.6
 SC2606;SPC WA S     -   614,376.37    799,907.64   sFT  0.99993701   -2 26 46.6
 SC2606;UTM  10      - 5,202,069.888   433,995.336   MT  0.99965354   -0 38 03.4
 SC2606
 SC2606                          SUPERSEDED SURVEY CONTROL
 SC2606
 SC2606  NAD 83(1986)-  46 58 07.92017(N)    123 52 03.67903(W) AD(       ) 4
 SC2606  NAD 27      -  46 58 08.58900(N)    123 51 59.06800(W) AD(       ) 3
 SC2606
 SC2606.Superseded values are not recommended for survey control.
 SC2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2606.See file dsdata.txt to determine how the superseded data were derived.
 SC2606
 SC2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3399502070(NAD 83)
 SC2606
 SC2606  HISTORY     - Date     Condition        Report By
 SC2606  HISTORY     - 1940     MONUMENTED       CGS
 SC2606  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2606  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SC2606
 SC2606                          STATION DESCRIPTION
 SC2606
 SC2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2606'THE KNOB ATOP THE HIGHER OF TWO STEEL WATER TANKS, (ALUMINUM
 SC2606'PAINTED) AT POSEY MANUFACTURING COMPANY, EAST HOQUIAM.
 SC2606
 SC2606                          STATION RECOVERY (1952)
 SC2606
 SC2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2606'THE STATION WAS RECOVERED.  IT IS SHOWN ON PAGE 737 OF THE LIST OF
 SC2606'GEOGRAPHIC POSITIONS, BUT ON PAGE 13 OF THE LITHOGRAPH IT IS
 SC2606'SHOWN AS HIGH.
 SC2606'
 SC2606'STATION IS LOCATED AT HOQUIAM, IN THE E PART OF TOWN, ABOUT 1/4
 SC2606'MILE E OF THE RAYONIER INC. PULP MILL, AT THE RUINS OF THE EUREKA
 SC2606'CEDAR LUMBER AND SHINGLE CO. MILL (INCORRECTLY CALLED POSEY
 SC2606'MFG. CO. IN 1940) WHICH IS NOW OWNED BY RAYONIER INC., AND ABOUT
 SC2606'300 FEET NW OF A RED BRICK STACK.  STATION IS THE BALL ON THE TOP
 SC2606'OF A STEEL WATER TANK WHICH IS ABOUT 150 FEET HIGH.
 SC2606'
 SC2606'THE TANK IS NOT IN USE BUT IT APPEARS TO BE IN GOOD CONDITION.
 SC2606
 SC2606                          STATION RECOVERY (1957)
 SC2606
 SC2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SC2606'STATION DESTROYED.  THE WATER TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2601 ***********************************************************************
 SC2601  DESIGNATION -  E HOQUIAM RAYONIER PULP HI STK
 SC2601  PID         -  SC2601
 SC2601  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2601  USGS QUAD   -  ABERDEEN (1994)
 SC2601
 SC2601                         *CURRENT SURVEY CONTROL
 SC2601  ___________________________________________________________________
 SC2601* NAD 83(1991)-  46 58 11.58482(N)    123 52 16.54816(W)     ADJUSTED  
 SC2601* NAVD 88     -                                                        
 SC2601  ___________________________________________________________________
 SC2601  LAPLACE CORR-          12.36  (seconds)                    DEFLEC99
 SC2601  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 SC2601
 SC2601  HORZ ORDER  -  THIRD
 SC2601
 SC2601.The horizontal coordinates were established by classical geodetic methods
 SC2601.and adjusted by the National Geodetic Survey in December 1991..
 SC2601
 SC2601
 SC2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2601
 SC2601.The geoid height was determined by GEOID03.
 SC2601
 SC2601;                    North         East     Units Scale Factor Converg.
 SC2601;SPC WA S     -   187,386.818   243,545.390   MT  0.99993713   -2 26 55.9
 SC2601;SPC WA S     -   614,784.92    799,031.83   sFT  0.99993713   -2 26 55.9
 SC2601;UTM  10      - 5,202,185.878   433,724.663   MT  0.99965398   -0 38 12.9
 SC2601
 SC2601                          SUPERSEDED SURVEY CONTROL
 SC2601
 SC2601  NAD 83(1986)-  46 58 11.58005(N)    123 52 16.54826(W) AD(       ) 4
 SC2601  NAD 27      -  46 58 12.25100(N)    123 52 11.93700(W) AD(       ) 3
 SC2601
 SC2601.Superseded values are not recommended for survey control.
 SC2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2601.See file dsdata.txt to determine how the superseded data were derived.
 SC2601
 SC2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3372502186(NAD 83)
 SC2601
 SC2601  HISTORY     - Date     Condition        Report By
 SC2601  HISTORY     - 1940     MONUMENTED       CGS
 SC2601  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2601  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SC2601  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SC2601
 SC2601                          STATION DESCRIPTION
 SC2601
 SC2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2601'A TALL CONCRETE STACK AT RAYONNIER PULP MILL, EAST HOQUIAM.
 SC2601
 SC2601                          STATION RECOVERY (1952)
 SC2601
 SC2601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2601'STATION IS LOCATED AT HOQUIAM, ON THE E SIDE OF THE MOUTH OF
 SC2601'HOQUIAM RIVER, AT THE S END OF TWENTY-THIRD STREET, AT THE
 SC2601'RAYONIER INC. PULP MILL, AT THE E EDGE OF THE PLANT, AND ABOUT ON
 SC2601'AN EXTENSION OF THE W SIDE OF TWENTY-THIRD STREET.  IT IS A
 SC2601'CONCRETE STACK ABOUT 225 FEET HIGH, 18 FEET IN DIAMETER AT THE TOP,
 SC2601'AND WAS ERECTED ABOUT 1927.
 SC2601
 SC2601                          STATION RECOVERY (1967)
 SC2601
 SC2601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SC2601'THE STATION WAS RECOVERED AS DESCRIBED.
 SC2601'
 SC2601'THIS STACK IS NOW THE TALLER OF TWO CONCRETE STACKS.  THE
 SC2601'OTHER STACK IS ON THE EAST SIDE OF THE EXTENSION OF TWENTY-THIRD ST.
 SC2601'
 SC2601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2601'IN HOQUIAM.
 SC2601
 SC2601                          STATION RECOVERY (1973)
 SC2601
 SC2601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BHB)
 SC2601'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2600 ***********************************************************************
 SC2600  DESIGNATION -  E HOQUIAM RAYONNIER PULP HI TK
 SC2600  PID         -  SC2600
 SC2600  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2600  USGS QUAD   -  ABERDEEN (1994)
 SC2600
 SC2600                         *CURRENT SURVEY CONTROL
 SC2600  ___________________________________________________________________
 SC2600* NAD 83(1991)-  46 58 13.37970(N)    123 52 17.88929(W)     ADJUSTED  
 SC2600* NAVD 88     -                                                        
 SC2600  ___________________________________________________________________
 SC2600  LAPLACE CORR-          12.36  (seconds)                    DEFLEC99
 SC2600  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 SC2600
 SC2600  HORZ ORDER  -  THIRD
 SC2600
 SC2600.The horizontal coordinates were established by classical geodetic methods
 SC2600.and adjusted by the National Geodetic Survey in December 1991..
 SC2600
 SC2600
 SC2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2600
 SC2600.The geoid height was determined by GEOID03.
 SC2600
 SC2600;                    North         East     Units Scale Factor Converg.
 SC2600;SPC WA S     -   187,443.402   243,519.436   MT  0.99993719   -2 26 56.9
 SC2600;SPC WA S     -   614,970.56    798,946.68   sFT  0.99993719   -2 26 56.9
 SC2600;UTM  10      - 5,202,241.597   433,696.941   MT  0.99965403   -0 38 13.9
 SC2600
 SC2600                          SUPERSEDED SURVEY CONTROL
 SC2600
 SC2600  NAD 83(1986)-  46 58 13.37492(N)    123 52 17.88941(W) AD(       ) 4
 SC2600  NAD 27      -  46 58 14.04700(N)    123 52 13.27800(W) AD(       ) 3
 SC2600
 SC2600.Superseded values are not recommended for survey control.
 SC2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2600.See file dsdata.txt to determine how the superseded data were derived.
 SC2600
 SC2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3369702242(NAD 83)
 SC2600
 SC2600  HISTORY     - Date     Condition        Report By
 SC2600  HISTORY     - 1940     MONUMENTED       CGS
 SC2600  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2600  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SC2600  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SC2600
 SC2600                          STATION DESCRIPTION
 SC2600
 SC2600'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2600'THE N ONE OF TWO RED WOODEN WATER TANKS, ON SCAFFOLD, DONAVON
 SC2600'LUMBER COMPANY, SOUTH ABERDEEN.
 SC2600
 SC2600                          STATION RECOVERY (1952)
 SC2600
 SC2600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2600'THE STATION WAS RECOVERED.  IT IS SHOWN ON PAGE 736 OF THE LIST OF
 SC2600'GEOGRAPHIC POSITIONS, BUT ON PAGE 13 OF THE LITHOGRAPH IT IS
 SC2600'SHOWN AS RAY.
 SC2600'
 SC2600'STATION IS LOCATED AT HOQUIAM, ON THE E SIDE OF THE MOUTH OF
 SC2600'HOQUIAM RIVER, AT THE S END OF TWENTY-THIRD STREET, AT THE
 SC2600'RAYONIER INC. PULP MILL, AT THE N EDGE OF THE PLANT, AND ABOUT
 SC2600'200 FEET NW OF A HIGH CONCRETE STACK.  IT IS THE E AND HIGHER OF
 SC2600'TWO STEEL WATER TANKS.  THE STATION IS THE BALL ON THE TIP OF THE
 SC2600'CONICAL TOP OF THE TANK WHICH IS PAINTED SILVER AND IS SUPPORTED
 SC2600'BY FOUR STEEL LEGS.  A SIGN ATTACHED TO THE N SIDE OF THE TANK
 SC2600'READS RAYONIER INCORPORATED.  THE TANK IS ABOUT 150 FEET HIGH
 SC2600'AND WAS ERECTED IN 1927.
 SC2600'
 SC2600'RAYONNIER IN THE NAME SHOULD BE SPELLED RAYONIER.
 SC2600
 SC2600                          STATION RECOVERY (1967)
 SC2600
 SC2600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SC2600'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE
 SC2600'FOLLOWING--THE TANK IS NOW THE ONLY ONE LOCATED AT THE PULP MILL
 SC2600'AND THERE IS NO SIGN ON THE NORTH SIDE OF THE TANK.
 SC2600'
 SC2600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2600'IN HOQUIAM.
 SC2600
 SC2600                          STATION RECOVERY (1973)
 SC2600
 SC2600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BHB)
 SC2600'THE TANK HAS BEEN DISMANTLED.  THE FOUR LEG SUPPORTS WERE THE ONLY
 SC2600'PART RECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2578 ***********************************************************************
 SC2578  DESIGNATION -  E HOQUIAM W COAST PLYWOOD STK
 SC2578  PID         -  SC2578
 SC2578  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2578  USGS QUAD   -  ABERDEEN (1994)
 SC2578
 SC2578                         *CURRENT SURVEY CONTROL
 SC2578  ___________________________________________________________________
 SC2578* NAD 83(1991)-  46 58 05.76987(N)    123 51 30.16174(W)     ADJUSTED  
 SC2578* NAVD 88     -                                                        
 SC2578  ___________________________________________________________________
 SC2578  LAPLACE CORR-          11.99  (seconds)                    DEFLEC99
 SC2578  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SC2578
 SC2578  HORZ ORDER  -  THIRD
 SC2578
 SC2578.The horizontal coordinates were established by classical geodetic methods
 SC2578.and adjusted by the National Geodetic Survey in December 1991..
 SC2578
 SC2578
 SC2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2578
 SC2578.The geoid height was determined by GEOID03.
 SC2578
 SC2578;                    North         East     Units Scale Factor Converg.
 SC2578;SPC WA S     -   187,165.609   244,517.334   MT  0.99993694   -2 26 22.2
 SC2578;SPC WA S     -   614,059.17    802,220.62   sFT  0.99993694   -2 26 22.2
 SC2578;UTM  10      - 5,201,995.566   434,702.838   MT  0.99965240   -0 37 38.9
 SC2578
 SC2578                          SUPERSEDED SURVEY CONTROL
 SC2578
 SC2578  NAD 83(1986)-  46 58 05.76531(N)    123 51 30.16174(W) AD(       ) 4
 SC2578  NAD 27      -  46 58 06.43600(N)    123 51 25.55000(W) AD(       ) 3
 SC2578
 SC2578.Superseded values are not recommended for survey control.
 SC2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2578.See file dsdata.txt to determine how the superseded data were derived.
 SC2578
 SC2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3470301996(NAD 83)
 SC2578
 SC2578  HISTORY     - Date     Condition        Report By
 SC2578  HISTORY     - 1940     MONUMENTED       CGS
 SC2578  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2578  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SC2578
 SC2578                          STATION DESCRIPTION
 SC2578
 SC2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2578'A TALL BLACK IRON STACK AT THE WEST COAST PLYWOOD COMPANY,
 SC2578'EAST HOQUIAM.
 SC2578
 SC2578                          STATION RECOVERY (1952)
 SC2578
 SC2578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2578'STATION IS LOCATED AT HOQUIAM, IN THE SE PART OF TOWN, JUST W
 SC2578'OF GRAYS HARBOR PORT DOCK, AT THE WEST COAST PLYWOOD CO, MILL,
 SC2578'AND IS THE S AND LOWER OF TWO BLACK STEEL STACKS.  THE STACK IS
 SC2578'ABOUT 90 FEET HIGH, 30 INCHES IN DIAMETER, APPEARS TO BE BADLY
 SC2578'RUSTED, AND WAS ERECTED ABOUT 1940.  THE N (NEWER) STACK IS
 SC2578'SLIGHTLY HIGHER AND WAS ERECTED IN 1951.
 SC2578
 SC2578                          STATION RECOVERY (1967)
 SC2578
 SC2578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SC2578'STATION WAS RECOVERED AS DESCRIBED EXCEPT THE NAME OF THE COMPAMY
 SC2578'IS NOW UNITED STATES PLYWOOD CORPORATION.
 SC2578'
 SC2578'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2578'IN HOQUIAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2605 ***********************************************************************
 SC2605  DESIGNATION -  E HOQUIAM WASHINGTON SCH FLAG
 SC2605  PID         -  SC2605
 SC2605  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2605  USGS QUAD   -  ABERDEEN (1994)
 SC2605
 SC2605                         *CURRENT SURVEY CONTROL
 SC2605  ___________________________________________________________________
 SC2605* NAD 83(1991)-  46 58 29.92137(N)    123 52 00.11315(W)     ADJUSTED  
 SC2605* NAVD 88     -                                                        
 SC2605  ___________________________________________________________________
 SC2605  LAPLACE CORR-          12.19  (seconds)                    DEFLEC99
 SC2605  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SC2605
 SC2605  HORZ ORDER  -  THIRD
 SC2605
 SC2605.The horizontal coordinates were established by classical geodetic methods
 SC2605.and adjusted by the National Geodetic Survey in December 1991..
 SC2605
 SC2605
 SC2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2605
 SC2605.The geoid height was determined by GEOID03.
 SC2605
 SC2605;                    North         East     Units Scale Factor Converg.
 SC2605;SPC WA S     -   187,937.678   243,916.623   MT  0.99993773   -2 26 44.0
 SC2605;SPC WA S     -   616,592.20    800,249.79   sFT  0.99993773   -2 26 44.0
 SC2605;UTM  10      - 5,202,748.041   434,078.192   MT  0.99965341   -0 38 01.1
 SC2605
 SC2605                          SUPERSEDED SURVEY CONTROL
 SC2605
 SC2605  NAD 83(1986)-  46 58 29.91682(N)    123 52 00.11342(W) AD(       ) 4
 SC2605  NAD 27      -  46 58 30.58600(N)    123 51 55.50000(W) AD(       ) 3
 SC2605
 SC2605.Superseded values are not recommended for survey control.
 SC2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2605.See file dsdata.txt to determine how the superseded data were derived.
 SC2605
 SC2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3407802748(NAD 83)
 SC2605
 SC2605  HISTORY     - Date     Condition        Report By
 SC2605  HISTORY     - 1940     MONUMENTED       CGS
 SC2605  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2605
 SC2605                          STATION DESCRIPTION
 SC2605
 SC2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SC2605'A WHITE FLAGPOLE ON THE ROOF OF THE WASHINGTON PUBLIC SCHOOL, ON
 SC2605'U.S. HIGHWAY 101, IN E HOQUIAM.
 SC2605
 SC2605                          STATION RECOVERY (1952)
 SC2605
 SC2605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2605'THE FLAGPOLE HAS BEEN REMOVED FROM THE BUILDINGS, AND THE STATION
 SC2605'IS DESTROYED.
 SC2605'
 SC2605'IT IS SHOWN ON PAGE 737 OF THE LIST OF GEOGRAPHIC POSITIONS, BUT ON
 SC2605'PAGE 13 OF THE LITHOGRAPH IT IS SHOWN AS FLAG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1282 ***********************************************************************
 SW1282  DESIGNATION -  E M DORMAIERS FARM BARN CUPOLA
 SW1282  PID         -  SW1282
 SW1282  STATE/COUNTY-  WA/LINCOLN
 SW1282  USGS QUAD   -  ODESSA (1968)
 SW1282
 SW1282                         *CURRENT SURVEY CONTROL
 SW1282  ___________________________________________________________________
 SW1282* NAD 83(1991)-  47 21 46.76047(N)    118 42 00.26109(W)     ADJUSTED  
 SW1282* NAVD 88     -                                                        
 SW1282  ___________________________________________________________________
 SW1282  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 SW1282  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 SW1282
 SW1282  HORZ ORDER  -  THIRD
 SW1282
 SW1282.The horizontal coordinates were established by classical geodetic methods
 SW1282.and adjusted by the National Geodetic Survey in December 1991..
 SW1282
 SW1282
 SW1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1282
 SW1282.The geoid height was determined by GEOID03.
 SW1282
 SW1282;                    North         East     Units Scale Factor Converg.
 SW1282;SPC WA N     -    42,591.573   661,129.105   MT  1.00002837   +1 35 17.7
 SW1282;SPC WA N     -   139,735.85  2,169,054.41   sFT  1.00002837   +1 35 17.7
 SW1282;SPC WA S     -   227,158.331   635,954.522   MT  1.00000692   +1 18 26.9
 SW1282;SPC WA S     -   745,268.62  2,086,460.79   sFT  1.00000692   +1 18 26.9
 SW1282;UTM  11      - 5,246,904.296   371,630.495   MT  0.99980252   -1 15 03.0
 SW1282
 SW1282                          SUPERSEDED SURVEY CONTROL
 SW1282
 SW1282  NAD 83(1986)-  47 21 46.77150(N)    118 42 00.25244(W) AD(       ) 4
 SW1282  NAD 27      -  47 21 47.24200(N)    118 41 56.26200(W) AD(       ) 3
 SW1282
 SW1282.Superseded values are not recommended for survey control.
 SW1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1282.See file dsdata.txt to determine how the superseded data were derived.
 SW1282
 SW1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN7163046904(NAD 83)
 SW1282
 SW1282  HISTORY     - Date     Condition        Report By
 SW1282  HISTORY     - 1950     MONUMENTED       CGS
 SW1282
 SW1282                          STATION DESCRIPTION
 SW1282
 SW1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1282'THE CUPOLA IS ON THE MAIN BARN AT FARM BUILDINGS AND FARM HOME 2
 SW1282'MILES NORTH OF THE TOWN OF ODESSA, ON THE ODESSA-WILBUR HIGHWAY, ON A
 SW1282'FARM OWNED BY E. M. DORMAIER.
 SW1282'
 SW1282'THE CUPOLA IS APPROXIMATELY 50 FEET FROM THE GROUND AND IS ABOUT 5
 SW1282'FEET SQUARE.  THE INTERSECTION POINT IS THE CENTER OF THE CUPOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4377 ***********************************************************************
 SY4377  DESIGNATION -  E PRIME BOEING 1953
 SY4377  PID         -  SY4377
 SY4377  STATE/COUNTY-  WA/KING
 SY4377  USGS QUAD   -  POVERTY BAY (1994)
 SY4377
 SY4377                         *CURRENT SURVEY CONTROL
 SY4377  ___________________________________________________________________
 SY4377* NAD 83(1991)-  47 31 20.11902(N)    122 17 48.57848(W)     ADJUSTED  
 SY4377* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY4377  ___________________________________________________________________
 SY4377  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 SY4377  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SY4377
 SY4377  HORZ ORDER  -  SECOND
 SY4377
 SY4377.This mark is at Boeing Fld/king Co Intl Airport (BFI)
 SY4377
 SY4377.The horizontal coordinates were established by classical geodetic methods
 SY4377.and adjusted by the National Geodetic Survey in December 1991..
 SY4377
 SY4377.The orthometric height was scaled from a topographic map.
 SY4377
 SY4377.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4377
 SY4377.The geoid height was determined by GEOID03.
 SY4377
 SY4377;                    North         East     Units Scale Factor Converg.
 SY4377;SPC WA N     -    59,113.481   389,788.838   MT  0.99999592   -1 05 22.6
 SY4377;SPC WA N     -   193,941.48  1,278,832.21   sFT  0.99999592   -1 05 22.6
 SY4377;UTM  10      - 5,263,442.686   552,935.845   MT  0.99963444   +0 31 07.1
 SY4377
 SY4377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4377!SPC WA N     -   1.00000301  x   0.99999592  =   0.99999893
 SY4377!UTM  10      -   1.00000301  x   0.99963444  =   0.99963745
 SY4377
 SY4377:                Primary Azimuth Mark                     Grid Az
 SY4377:SPC WA N     -  D BOEING 1953                            331 17 56.3
 SY4377:UTM  10      -  D BOEING 1953                            329 41 26.6
 SY4377
 SY4377|---------------------------------------------------------------------|
 SY4377| PID    Reference Object                     Distance      Geod. Az  |
 SY4377|                                                           dddmmss.s |
 SY4377| SY4382 D BOEING 1953                       APPROX. 0.5 KM 3301233.7 |
 SY4377|---------------------------------------------------------------------|
 SY4377
 SY4377                          SUPERSEDED SURVEY CONTROL
 SY4377
 SY4377  NAD 83(1986)-  47 31 20.11283(N)    122 17 48.58613(W) AD(       ) 2
 SY4377  NAD 27      -  47 31 20.75600(N)    122 17 44.14000(W) AD(       ) 2
 SY4377
 SY4377.Superseded values are not recommended for survey control.
 SY4377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4377.See file dsdata.txt to determine how the superseded data were derived.
 SY4377
 SY4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5293663443(NAD 83)
 SY4377_MARKER: Z = SEE DESCRIPTION
 SY4377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4377
 SY4377  HISTORY     - Date     Condition        Report By
 SY4377  HISTORY     - 1953     MONUMENTED       CGS
 SY4377  HISTORY     - 1963     GOOD             CGS
 SY4377  HISTORY     - 1969     GOOD             CGS
 SY4377
 SY4377                          STATION DESCRIPTION
 SY4377
 SY4377'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4377'THE STATION IS 100 FEET WEST OF THE WEST EDGE OF THE MAIN
 SY4377'RUNWAY AT BOEING FIELD, ABOUT 460 FEET SOUTH OF THE 7000-FOOT
 SY4377'MARKER (FROM THE NORTH END).  IT IS ACROSS THE RUNWAY FROM
 SY4377'TAXIWAY A-4, 162.6 FEET SOUTH-SOUTHWEST OF LIGHT NO. 28 AND
 SY4377'FROM THE MARK, THE NORTH EDGE OF THE SOUTHEAST LEG OF THE
 SY4377'KENWORTH TRUCK CORP. WATER TANK LINES UP WITH THE NORTH EDGE OF
 SY4377'THE PIPE WHICH RUNS FROM THE CENTER OF THE TANK TO THE
 SY4377'GROUND.  THE STATION IS MARKED BY A COPPER PLUG SET IN A 4 X 4
 SY4377'INCH CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 SY4377
 SY4377                          STATION RECOVERY (1969)
 SY4377
 SY4377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 SY4377'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SY4377'M.E.W. IN 1963.
 SY4377'
 SY4377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4377'AT BOEING FIELD INTERNATIONAL AIRPORT (KING CO.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4206 ***********************************************************************
 SY4206  DESIGNATION -  E SIDE DUMAMISH RIVER LOW POWER TOWER
 SY4206  PID         -  SY4206
 SY4206  STATE/COUNTY-  WA/KING
 SY4206  USGS QUAD   -  POVERTY BAY (1994)
 SY4206
 SY4206                         *CURRENT SURVEY CONTROL
 SY4206  ___________________________________________________________________
 SY4206* NAD 83(1991)-  47 32 38.26437(N)    122 20 04.24881(W)     ADJUSTED  
 SY4206* NAVD 88     -                                                        
 SY4206  ___________________________________________________________________
 SY4206  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 SY4206  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 SY4206
 SY4206  HORZ ORDER  -  THIRD
 SY4206
 SY4206.The horizontal coordinates were established by classical geodetic methods
 SY4206.and adjusted by the National Geodetic Survey in December 1991..
 SY4206
 SY4206
 SY4206.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4206
 SY4206.The geoid height was determined by GEOID03.
 SY4206
 SY4206;                    North         East     Units Scale Factor Converg.
 SY4206;SPC WA N     -    61,581.089   386,998.238   MT  0.99999209   -1 07 03.6
 SY4206;SPC WA N     -   202,037.29  1,269,676.72   sFT  0.99999209   -1 07 03.6
 SY4206;UTM  10      - 5,265,830.129   550,078.114   MT  0.99963082   +0 29 27.6
 SY4206
 SY4206                          SUPERSEDED SURVEY CONTROL
 SY4206
 SY4206  NAD 83(1986)-  47 32 38.25850(N)    122 20 04.25562(W) AD(       ) 4
 SY4206  NAD 27      -  47 32 38.90600(N)    122 19 59.80700(W) AD(       ) 3
 SY4206
 SY4206.Superseded values are not recommended for survey control.
 SY4206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4206.See file dsdata.txt to determine how the superseded data were derived.
 SY4206
 SY4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5007865830(NAD 83)
 SY4206_MARKER: 55 = TOWER
 SY4206
 SY4206  HISTORY     - Date     Condition        Report By
 SY4206  HISTORY     - 1934     FIRST OBSERVED   CGS
 SY4206  HISTORY     - 1983     GOOD             USPSQD
 SY4206
 SY4206                          STATION DESCRIPTION
 SY4206
 SY4206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4206'STATION IS THE LIGHT ON TOP.  THIS IS CLOSE TO BOEINGS.
 SY4206
 SY4206                          STATION RECOVERY (1983)
 SY4206
 SY4206'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4206'STATION RECOVERED GOOD.
 SY4206'
 SY4206'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4213 ***********************************************************************
 SY4213  DESIGNATION -  E SIDE DUMAMISH RIVER HIGH POWER TOWER
 SY4213  PID         -  SY4213
 SY4213  STATE/COUNTY-  WA/KING
 SY4213  USGS QUAD   -  POVERTY BAY (1994)
 SY4213
 SY4213                         *CURRENT SURVEY CONTROL
 SY4213  ___________________________________________________________________
 SY4213* NAD 83(1991)-  47 32 37.07559(N)    122 20 05.78648(W)     ADJUSTED  
 SY4213* NAVD 88     -                                                        
 SY4213  ___________________________________________________________________
 SY4213  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 SY4213  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 SY4213
 SY4213  HORZ ORDER  -  THIRD
 SY4213
 SY4213.The horizontal coordinates were established by classical geodetic methods
 SY4213.and adjusted by the National Geodetic Survey in December 1991..
 SY4213
 SY4213
 SY4213.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4213
 SY4213.The geoid height was determined by GEOID03.
 SY4213
 SY4213;                    North         East     Units Scale Factor Converg.
 SY4213;SPC WA N     -    61,545.009   386,965.374   MT  0.99999215   -1 07 04.7
 SY4213;SPC WA N     -   201,918.92  1,269,568.90   sFT  0.99999215   -1 07 04.7
 SY4213;UTM  10      - 5,265,793.155   550,046.287   MT  0.99963078   +0 29 26.5
 SY4213
 SY4213                          SUPERSEDED SURVEY CONTROL
 SY4213
 SY4213  NAD 83(1986)-  47 32 37.06972(N)    122 20 05.79336(W) AD(       ) 4
 SY4213  NAD 27      -  47 32 37.72400(N)    122 20 01.34600(W) AD(       ) 3
 SY4213
 SY4213.Superseded values are not recommended for survey control.
 SY4213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4213.See file dsdata.txt to determine how the superseded data were derived.
 SY4213
 SY4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5004665793(NAD 83)
 SY4213_MARKER: 55 = TOWER
 SY4213
 SY4213  HISTORY     - Date     Condition        Report By
 SY4213  HISTORY     - 1934     FIRST OBSERVED   CGS
 SY4213  HISTORY     - 1944     GOOD             CGS
 SY4213  HISTORY     - 1969     GOOD             CGS
 SY4213  HISTORY     - 1970     GOOD             NGS
 SY4213  HISTORY     - 1983     GOOD             USPSQD
 SY4213
 SY4213                          STATION DESCRIPTION
 SY4213
 SY4213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4213'THE LIGHT ON TOP.  THIS IS CLOSE TO BOEINGS.
 SY4213
 SY4213                          STATION RECOVERY (1944)
 SY4213
 SY4213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (CDM)
 SY4213'STATION RECOVERED AS DESCRIBED.
 SY4213'
 SY4213'STATION IS CLOSE TO THE MICHIGAN AVENUE BRIDGE WHICH CROSSES THE
 SY4213'DUWAMISH RIVER.
 SY4213
 SY4213                          STATION RECOVERY (1969)
 SY4213
 SY4213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY4213'RECOVERED AS DESCRIBED BY C.D.M. IN 1944.
 SY4213
 SY4213                          STATION RECOVERY (1970)
 SY4213
 SY4213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBW)
 SY4213'THE STATION WAS RECOVERED AS DESCRIBED.
 SY4213'
 SY4213'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN CITY OF
 SY4213'SEATTLE.
 SY4213
 SY4213                          STATION RECOVERY (1983)
 SY4213
 SY4213'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4213'STATION RECOVERED GOOD.
 SY4213'
 SY4213'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1073 ***********************************************************************
 TR1073  DESIGNATION -  E STANWOOD CARNATION MILK CHIM
 TR1073  PID         -  TR1073
 TR1073  STATE/COUNTY-  WA/SNOHOMISH
 TR1073  USGS QUAD   -  STANWOOD (1978)
 TR1073
 TR1073                         *CURRENT SURVEY CONTROL
 TR1073  ___________________________________________________________________
 TR1073* NAD 83(1991)-  48 14 31.99902(N)    122 20 47.50437(W)     ADJUSTED  
 TR1073* NAVD 88     -                                                        
 TR1073  ___________________________________________________________________
 TR1073  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 TR1073  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 TR1073
 TR1073  HORZ ORDER  -  THIRD
 TR1073
 TR1073.The horizontal coordinates were established by classical geodetic methods
 TR1073.and adjusted by the National Geodetic Survey in December 1991..
 TR1073
 TR1073
 TR1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1073
 TR1073.The geoid height was determined by GEOID03.
 TR1073
 TR1073;                    North         East     Units Scale Factor Converg.
 TR1073;SPC WA N     -   139,218.643   387,620.322   MT  0.99994460   -1 07 35.8
 TR1073;SPC WA N     -   456,753.16  1,271,717.67   sFT  0.99994460   -1 07 35.8
 TR1073;UTM  10      - 5,343,429.153   548,517.260   MT  0.99962892   +0 29 14.9
 TR1073
 TR1073                          SUPERSEDED SURVEY CONTROL
 TR1073
 TR1073  NAD 83(1986)-  48 14 32.00299(N)    122 20 47.50596(W) AD(       ) 4
 TR1073  NAD 27      -  48 14 32.64000(N)    122 20 42.94000(W) AD(       ) 3
 TR1073
 TR1073.Superseded values are not recommended for survey control.
 TR1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1073.See file dsdata.txt to determine how the superseded data were derived.
 TR1073
 TR1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4851743429(NAD 83)
 TR1073
 TR1073  HISTORY     - Date     Condition        Report By
 TR1073  HISTORY     - 1924     MONUMENTED       CGS
 TR1073  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1073  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TR1073
 TR1073                          STATION DESCRIPTION
 TR1073
 TR1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 TR1073'THIS CONCRETE CHIMNEY IS ABOUT 80 FEET HIGH AND IS ON THE GROUNDS OF
 TR1073'THE CARNATION MILK COMPANYS CONDENSERY AT EAST STANWOOD, WASHINGTON.
 TR1073
 TR1073                          STATION RECOVERY (1960)
 TR1073
 TR1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1073'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 TR1073'FOLLOWS.
 TR1073'
 TR1073'THE STATION IS THE CENTER OF THE TALL CONCRETE STACK, WHITE AT
 TR1073'THE BOTTOM AND BLACK FOR THE TOP TWENTY FEET, LOCATED AT THE
 TR1073'PICTSWEET FROZEN FOOD PLANT AT THE INTERSECTION OF STATE HIGHWAYS
 TR1073'1-E AND 1-Y IN EAST STANWOOD.
 TR1073
 TR1073                          STATION RECOVERY (2001)
 TR1073
 TR1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR1073'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0654 ***********************************************************************
 SW0654  PACS        -  This is a Primary Airport Control Station.
 SW0654  DESIGNATION -  EAABA
 SW0654  PID         -  SW0654
 SW0654  STATE/COUNTY-  WA/GRANT
 SW0654  USGS QUAD   -  EPHRATA (1978)
 SW0654
 SW0654                         *CURRENT SURVEY CONTROL
 SW0654  ___________________________________________________________________
 SW0654* NAD 83(1998)-  47 18 40.72541(N)    119 31 15.40671(W)     ADJUSTED  
 SW0654* NAVD 88     -       384.658  (meters)    1262.00   (feet)  ADJUSTED  
 SW0654  ___________________________________________________________________
 SW0654  X           -  -2,134,832.379 (meters)                     COMP
 SW0654  Y           -  -3,770,086.905 (meters)                     COMP
 SW0654  Z           -   4,665,567.510 (meters)                     COMP
 SW0654  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 SW0654  ELLIP HEIGHT-         364.27  (meters)          (07/02/01) GPS OBS
 SW0654  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 SW0654  DYNAMIC HT  -         384.689 (meters)    1262.10  (feet)  COMP
 SW0654  MODELED GRAV-     980,682.8   (mgal)                       NAVD 88
 SW0654
 SW0654  HORZ ORDER  -  B
 SW0654  VERT ORDER  -  FIRST     CLASS II
 SW0654  ELLP ORDER  -  THIRD     CLASS II
 SW0654
 SW0654.This mark is at Ephrata Municipal Airport (EPH)
 SW0654
 SW0654.The horizontal coordinates were established by GPS observations
 SW0654.and adjusted by the National Geodetic Survey in July 2001..
 SW0654.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW0654.DATUM ITEM on the data sheet items page.
 SW0654
 SW0654.The orthometric height was determined by differential leveling
 SW0654.and adjusted by the National Geodetic Survey in June 1991..
 SW0654
 SW0654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW0654
 SW0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0654
 SW0654.The ellipsoidal height was determined by GPS observations
 SW0654.and is referenced to NAD 83.
 SW0654
 SW0654.The geoid height was determined by GEOID03.
 SW0654
 SW0654.The dynamic height is computed by dividing the NAVD 88
 SW0654.geopotential number by the normal gravity value computed on the
 SW0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0654.degrees latitude (g = 980.6199 gals.).
 SW0654
 SW0654.The modeled gravity was interpolated from observed gravity values.
 SW0654
 SW0654;                    North         East     Units Scale Factor Converg.
 SW0654;SPC WA S     -   220,321.238   574,027.019   MT  0.99999504   +0 42 40.2
 SW0654;SPC WA S     -   722,837.26  1,883,286.98   sFT  0.99999504   +0 42 40.2
 SW0654;UTM  11      - 5,242,842.134   309,464.559   MT  1.00004618   -1 51 12.9
 SW0654
 SW0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0654!SPC WA S     -   0.99994291  x   0.99999504  =   0.99993795
 SW0654!UTM  11      -   0.99994291  x   1.00004618  =   0.99998908
 SW0654
 SW0654                          SUPERSEDED SURVEY CONTROL
 SW0654
 SW0654  NAD 83(1998)-  47 18 40.72521(N)    119 31 15.40788(W) AD(       ) B
 SW0654  ELLIP H (07/23/97)  364.29   (m)                       GP(       ) 3 1
 SW0654  NAD 83(1991)-  47 18 40.72436(N)    119 31 15.40632(W) AD(       ) B
 SW0654  ELLIP H (05/29/91)  364.37   (m)                       GP(       ) 4 1
 SW0654  NAVD 88 (01/21/94)  384.66   (m)         1262.0    (f) LEVELING    3  
 SW0654  NGVD 29 (??/??/92)  383.516  (m)         1258.25   (f) ADJ UNCH    1 2
 SW0654
 SW0654.Superseded values are not recommended for survey control.
 SW0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0654.See file dsdata.txt to determine how the superseded data were derived.
 SW0654
 SW0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN0946542842(NAD 83)
 SW0654_MARKER: DB = BENCH MARK DISK
 SW0654_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SW0654_SP_SET: 2 FT SQUARE BASE
 SW0654_STAMPING: E.A.A.B.A. 1944
 SW0654_MARK LOGO: CGS   
 SW0654_PROJECTION: FLUSH
 SW0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 SW0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0654+STABILITY: SURFACE MOTION
 SW0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW0654+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1997
 SW0654
 SW0654  HISTORY     - Date     Condition        Report By
 SW0654  HISTORY     - 1944     MONUMENTED       CGS
 SW0654  HISTORY     - 1968     GOOD             NGS
 SW0654  HISTORY     - 1971     GOOD             NGS
 SW0654  HISTORY     - 19890914 GOOD             NGS
 SW0654  HISTORY     - 19910126 GOOD
 SW0654  HISTORY     - 19920816 GOOD             NGS
 SW0654  HISTORY     - 19930531 GOOD             DCPW
 SW0654  HISTORY     - 19960730 GOOD             CHANCE
 SW0654  HISTORY     - 19971117 GOOD             NGS
 SW0654
 SW0654                          STATION DESCRIPTION
 SW0654
 SW0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0654'IN EPHRATA AIRPORT.
 SW0654'MARK IS ABOUT 50 YARDS SOUTHWEST OF THE SOUTHWEST SIDE OF THE
 SW0654'ADMINISTRATION BUILDING AT THE EPHRATA AIRPORT, 46 YARDS SOUTH OF THE
 SW0654'TOWER SUPPORTING A BEACON, 40 FEET SOUTHWEST OF A STEEL FENCE AND ON
 SW0654'LINE WITH THE SOUTHEAST SIDE OF THE ADMINISTRATION BUILDING AND THE
 SW0654'THREE HANGERS.  THE MARK IS A STANDARD DISK SET IN THE SOUTH CORNER OF
 SW0654'A 2-FOOT SQUARE CONCRETE BLOCK WHICH PROJECTS 1 INCH.  THIS IS THE
 SW0654'SOUTHERN 1 OF 4 SUCH BLOCKS SET IN A 24-FOOT SQUARE.
 SW0654
 SW0654                          STATION RECOVERY (1971)
 SW0654
 SW0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 SW0654'RECOVERED IN GOOD CONDITION.
 SW0654
 SW0654                          STATION RECOVERY (1989)
 SW0654
 SW0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SW0654'THE STATION IS LOCATED ABOUT 38.6 KM (24.0 MI) SOUTH-SOUTHWEST OF
 SW0654'COULEE CITY, 32.2 KM (20.0 MI) NORTHEAST OF GEORGE, 22.5 KM
 SW0654'(14.0 MI) NORTHWEST OF MOSES LAKE AND AT THE EPHRATA AIRPORT.
 SW0654'TO REACH FROM THE COURTHOUSE AT THE INTERSECTION OF WEST DIVISION
 SW0654'STREET AND C-STREET NORTHWEST IN EPHRATA, GO EASTERLY ON WEST
 SW0654'DIVISION STREET FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF STATE
 SW0654'ROUTE 28, NORTH BASIN STREET.  CONTINUE EASTERLY ON WEST DIVISION
 SW0654'STREET 0.16 KM (0.10 MI) TO THE BURLINGTON-NORTHERN RAILROAD
 SW0654'CROSSING.  CONTINUE EASTERLY ON EAST DIVISION STREET 1.29 KM
 SW0654'(0.80 MI) TO A POINT WHERE THE ROAD CURVES RIGHT.  TURN RIGHT AND
 SW0654'CONTINUE EASTERLY FOR 0.64 KM (0.40 MI) TO THE AIRPORT TERMINAL
 SW0654'BUILDING.  TURN RIGHT FOR 0.16 KM (0.10 MI) TO THE AIRPORT
 SW0654'MAINTENANCE SHOP AND THE STATION.
 SW0654'THE MARK IS SET IN A DRILL HOLE IN THE FOOTING OF THE FORMER CONTROL
 SW0654'TOWER.  IT IS 24.5 M (80.4 FT) NORTH OF THE NORTHEAST CORNER OF THE
 SW0654'MAINTANCE SHOP, 21.9 M (71.9 FT) WEST OF THE EDGE OF THE BLACKTOP
 SW0654'APRON, 19.5 M (64.0 FT) SOUTHWEST OF A LIGHT POLE AND FENCE CORNER,
 SW0654'12.2 M (40.0 FT) SOUTH OF A FENCE, 10.7 M (35.1 FT) EAST OF THE
 SW0654'SOUTHEAST CORNER OF A METAL BUILDING, 10.4 M (34.1 FT) EAST OF THE
 SW0654'SOUTHEAST CORNER OF A TRANSFORMER BUILDING.
 SW0654
 SW0654                          STATION RECOVERY (1991)
 SW0654
 SW0654'RECOVERED 1991
 SW0654'RECOVERED IN GOOD CONDITION.
 SW0654
 SW0654                          STATION RECOVERY (1992)
 SW0654
 SW0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 SW0654'STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) EAST OF EPHRATA, AT THE
 SW0654'EPHRATA MUNICIPAL AIRPORT, IN A DIRT AREA BETWEEN THE TERMINAL
 SW0654'BUILDING AND THE MAINTAINANCE BUILDING, IN AN OLD TOWER BASE.
 SW0654'OWNERSHIP--PORT OF EPHRATA.  AIRPORT PHONE IS 509-754-3508.
 SW0654'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 282 IN THE
 SW0654'SOUTHWEST SECTION OF EPHRATA, GO NORTHEAST ON HIGHWAY 28 (BASIN
 SW0654'STREET) FOR 1.51 KM (0.94 MI) TO A CROSS STREET AT A STOP LIGHT.
 SW0654'TURN RIGHT, SOUTHEAST, ON DIVISION STREET FOR 2.67 KM (1.66 MI) TO
 SW0654'A GRAVEL ROAD RIGHT AT THE ROAD END AT THE AIRPORT TERMINAL BUILDING.
 SW0654'TURN RIGHT, SOUTH, ON ROAD, PASSING THE BEACON TOWER, FOR 0.06 KM
 SW0654'(0.04 MI) TO AN OPEN AREA ON THE LEFT.  TURN LEFT, EAST, FOR ABOUT
 SW0654'40 M (131.2 FT) TO THE STATION ON THE LEFT.
 SW0654'STATION MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF AN 0.6
 SW0654'M (2.0 FT) SQUARE CONCRETE FOOTING PROJECTING 2 CM.  IT IS 24.2 M
 SW0654'(79.4 FT) NORTH OF THE NORTHEAST CORNER OF THE MAINTAINANCE
 SW0654'BUILDING, 22.5 M (73.8 FT) WEST OF THE APRON OVERLAY EDGE, 19.5 M
 SW0654'(64.0 FT) SOUTHWEST OF A LIGHT POLE AT THE SOUTHEAST CORNER OF
 SW0654'FENCE AROUND THE TERMINAL BUILDING, 11.9 M (39.0 FT) SOUTH OF THE
 SW0654'FENCE AROUND THE TERMINAL BUILDING, 10.5 M (34.4 FT) EAST OF THE
 SW0654'SOUTHEAST CORNER OF A METAL BUILDING, AND 10.1 M (33.1 FT)
 SW0654'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL TRANSFORMER BUILDING.
 SW0654
 SW0654                          STATION RECOVERY (1993)
 SW0654
 SW0654'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW0654'RECOVERED IN GOOD CONDITION.
 SW0654
 SW0654                          STATION RECOVERY (1996)
 SW0654
 SW0654'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SW0654'THE STATION IS LOCATED ABOUT 16.5 MILES (26.6 KM) NORTHWEST OF MOSES
 SW0654'LAKE, 17 MILES (27.4 KM) EAST OF QUINCY, IN EAST EPHRATA, AT THE
 SW0654'EPHRATA MUNICIPAL AIRPORT, BARBARA DEYCOUS - AIRPORT ADMINISTRATOR,
 SW0654'PHONE 509-754-3508  TO REACH THE STATION FORM THE INTERSECTION OF
 SW0654'STATE HIGHWAY 28 -ALSO CALLED BASIN STREET- AND DIVISION STREET IN
 SW0654'EPHRATA, PROCEED EAST ON EAST DIVISION STREET 0.95 MILES (1.53 KM) TO
 SW0654'A BEND IN EAST DIVISION STREET WHERE IT BECOMES DIVISION AVE SE,
 SW0654'CONTINUE ON DIVISION AVE SE 0.75 MILES (1.21 KM) TO A DIRT TRACK NORTH
 SW0654'OF THE MAIN TERMINAL BUILDING, TURN RIGHT ON DIRT TRACK AND PROCEED
 SW0654'0.05 MILES (0.08 KM) TO THE STATION ON THE LEFT IN AN OPEN YARD
 SW0654'SOUTHWEST OF THE MAIN TERMINAL BUILDING  THE STATION IS A STANDARD US
 SW0654'COAST AND GEODETIC SURVEY BENCHMARK DISK SET IN TOP OF A 2 FT (0.6 M)
 SW0654'SQUARE CONCRETE FOOTING, WHICH PROJECTS APPROXIMATELY 5 CM ABOVE THE
 SW0654'GROUND.  THE STATION IS LOCATED 41.75 M (136.97 FT) SOUTHEAST OF THE
 SW0654'SOUTHEAST LEG OF THE AIRPORT BEACON, 10.5 M (34.4 FT) SOUTHEAST OF THE
 SW0654'SOUTHEAST CORNER OF A SMALL MAINTENANCE SHED, 12.2 M (40.0 FT)
 SW0654'SOUTHWEST OF THE FENCE AROUND THE TERMINAL BUILDING, 24.15 M (79.23
 SW0654'FT) NORTHEAST OF THE NORTHEAST CORNER OF OLD BUILDING WITH 3 BAY DOORS
 SW0654'THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS)
 SW0654'- WASHINGTON ANA SURVEYS 1996
 SW0654
 SW0654                          STATION RECOVERY (1997)
 SW0654
 SW0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 SW0654'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1648 ***********************************************************************
 SY1648  DESIGNATION -  EAGLE
 SY1648  PID         -  SY1648
 SY1648  STATE/COUNTY-  WA/MASON
 SY1648  USGS QUAD   -  LILLIWAUP (1985)
 SY1648
 SY1648                         *CURRENT SURVEY CONTROL
 SY1648  ___________________________________________________________________
 SY1648* NAD 83(1991)-  47 28 58.08797(N)    123 04 48.95625(W)     ADJUSTED  
 SY1648* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY1648  ___________________________________________________________________
 SY1648  LAPLACE CORR-         -13.63  (seconds)                    DEFLEC99
 SY1648  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SY1648
 SY1648  HORZ ORDER  -  THIRD
 SY1648
 SY1648.The horizontal coordinates were established by classical geodetic methods
 SY1648.and adjusted by the National Geodetic Survey in December 1991..
 SY1648
 SY1648.The orthometric height was scaled from a topographic map.
 SY1648
 SY1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1648
 SY1648.The geoid height was determined by GEOID03.
 SY1648
 SY1648;                    North         East     Units Scale Factor Converg.
 SY1648;SPC WA S     -   242,108.716   305,557.469   MT  1.00003765   -1 52 27.5
 SY1648;SPC WA S     -   794,318.35  1,002,483.13   sFT  1.00003765   -1 52 27.5
 SY1648;SPC WA N     -    56,151.163   330,676.339   MT  1.00000325   -1 40 22.4
 SY1648;SPC WA N     -   184,222.61  1,084,893.96   sFT  1.00000325   -1 40 22.4
 SY1648;UTM  10      - 5,258,821.563   493,952.947   MT  0.99960045   -0 03 33.0
 SY1648
 SY1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1648!SPC WA S     -   1.00000287  x   1.00003765  =   1.00004052
 SY1648!SPC WA N     -   1.00000287  x   1.00000325  =   1.00000612
 SY1648!UTM  10      -   1.00000287  x   0.99960045  =   0.99960331
 SY1648
 SY1648|---------------------------------------------------------------------|
 SY1648| PID    Reference Object                     Distance      Geod. Az  |
 SY1648|                                                           dddmmss.s |
 SY1648| DD9641 EAGLE WM 3                           20.896 METERS 00012     |
 SY1648| DD9638 EAGLE RM 1                           22.075 METERS 00234     |
 SY1648| SY1628 WINTER 2                            APPROX. 4.9 KM 0494243.0 |
 SY1648| SY1650 HOUSE E CHIM BACK OF CABIN 2        APPROX. 1.3 KM 2121702.5 |
 SY1648| DD9639 EAGLE WM 1                           12.320 METERS 31224     |
 SY1648| DD9640 EAGLE WM 2                           15.315 METERS 33658     |
 SY1648|---------------------------------------------------------------------|
 SY1648
 SY1648                          SUPERSEDED SURVEY CONTROL
 SY1648
 SY1648  NAD 83(1986)-  47 28 58.08490(N)    123 04 48.96365(W) AD(       ) 3
 SY1648  NAD 27      -  47 28 58.74900(N)    123 04 44.39900(W) AD(       ) 3
 SY1648
 SY1648.Superseded values are not recommended for survey control.
 SY1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1648.See file dsdata.txt to determine how the superseded data were derived.
 SY1648
 SY1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9395358822(NAD 83)
 SY1648_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1648
 SY1648  HISTORY     - Date     Condition        Report By
 SY1648  HISTORY     - 1934     MONUMENTED       CGS
 SY1648  HISTORY     - 1945     SEE DESCRIPTION  LOCSUR
 SY1648  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY1648  HISTORY     - 19960329 MARK NOT FOUND   USPSQD
 SY1648
 SY1648                          STATION DESCRIPTION
 SY1648
 SY1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY1648'STATION IS LOCATED ABOUT 500 METERS S OF THE MOUTH OF EAGLE CREEK
 SY1648'ON THE W SIDE OF HOOD CANAL ON THE HIGH-WATER LINE ABOUT 15 FEET
 SY1648'OUT FROM THE CUT BANK AND ABOUT 30 FEET FROM THE HIGHWAY
 SY1648'RIGHT-OF-WAY.  IT IS CLOSE TO THE POINT WHERE THE HIGHWAY FILL
 SY1648'ENDS.
 SY1648'
 SY1648'SURFACE MARK IS A STANDARD DISK, AS DESCRIBED IN NOTE 1A, SET IN
 SY1648'6- BY 6- BY 18-INCH BLOCK OF CEMENT EMBEDDED IN A MASS OF CONCRETE
 SY1648'24 INCHES DEEP AND 15 INCHES IN DIAMETER, AND PROJECTING 4 INCHES.
 SY1648'
 SY1648'UNDERGROUND MARK IS A STANDARD DISK, AS DESCRIBED IN NOTE 7A, SET
 SY1648'IN A MASS OF CONCRETE 30 INCHES DEEP.
 SY1648'
 SY1648'REFERENCE MARK NO.1 IS A STANDARD REFERENCE MARK, AS DESCRIBED IN
 SY1648'NOTE 11A, SET IN A 6- BY 6- BY 18-INCH BLOCK OF CONCRETE SET IN A
 SY1648'GUARD FENCE LINE ON THE E SIDE OF THE HIGHWAY TO THE NW OF THE
 SY1648'CENTER.  IT IS ABOUT 4 FEET N OF THE FOURTH POST IN THE GUARD
 SY1648'FENCE.
 SY1648'
 SY1648'WITNESS MARK NO.1 IS A TELEPHONE POLE ON THE E SIDE OF THE HIGHWAY
 SY1648'DIRECTLY BACK OF THE STATION.
 SY1648'
 SY1648'WITNESS MARK NO.2 IS THE SECOND POST IN THE GUARD FENCE ON THE E
 SY1648'SIDE OF THE HIGHWAY.
 SY1648'
 SY1648'WITNESS MARK NO.3 IS THE FOURTH POST IN THE GUARD FENCE ON THE E
 SY1648'SIDE OF THE HIGHWAY.
 SY1648
 SY1648                          STATION RECOVERY (1945)
 SY1648
 SY1648'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945 (JSW)
 SY1648'EXTENSIVE SEARCH FAILED TO LOCATE STATION.  SLIDE HAD DISPLACED
 SY1648'REFERENCE MARK BUT HIGHWAY DEPARTMENT REPLACED IT IN WRONG
 SY1648'LOCATION.  SLIDE HAS ALSO DISPLACED HIGHWAY GUARDRAIL POSTS WHICH
 SY1648'WERE WITNESS MARKS.  NO EVIDENCE OF WATER MARK ON POLE.
 SY1648
 SY1648                          STATION RECOVERY (1953)
 SY1648
 SY1648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JAW)
 SY1648'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  U.S. HIGHWAY 101 HAS
 SY1648'BEEN WIDENED, AND A PARKING AREA ESTABLISHED FOR A SCENIC VIEW OF
 SY1648'THE CANAL.  IT IS PROBABLE THAT THIS MARK MAY BE COVERED BY THIS
 SY1648'FILL.
 SY1648
 SY1648                          STATION RECOVERY (1996)
 SY1648
 SY1648'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1714 ***********************************************************************
 SY1714  DESIGNATION -  EAGLE
 SY1714  PID         -  SY1714
 SY1714  STATE/COUNTY-  WA/MASON
 SY1714  USGS QUAD   -  SHELTON (1981)
 SY1714
 SY1714                         *CURRENT SURVEY CONTROL
 SY1714  ___________________________________________________________________
 SY1714* NAD 83(1991)-  47 12 29.42902(N)    123 04 28.36552(W)     ADJUSTED  
 SY1714* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY1714  ___________________________________________________________________
 SY1714  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 SY1714  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SY1714
 SY1714  HORZ ORDER  -  THIRD
 SY1714
 SY1714.The horizontal coordinates were established by classical geodetic methods
 SY1714.and adjusted by the National Geodetic Survey in December 1991..
 SY1714
 SY1714.The orthometric height was scaled from a topographic map.
 SY1714
 SY1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1714
 SY1714.The geoid height was determined by GEOID03.
 SY1714
 SY1714;                    North         East     Units Scale Factor Converg.
 SY1714;SPC WA S     -   211,578.361   304,991.927   MT  0.99997377   -1 52 12.5
 SY1714;SPC WA S     -   694,153.34  1,000,627.68   sFT  0.99997377   -1 52 12.5
 SY1714;UTM  10      - 5,228,300.930   494,354.650   MT  0.99960039   -0 03 16.9
 SY1714
 SY1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1714!SPC WA S     -   1.00000306  x   0.99997377  =   0.99997683
 SY1714!UTM  10      -   1.00000306  x   0.99960039  =   0.99960345
 SY1714
 SY1714:                Primary Azimuth Mark                     Grid Az
 SY1714:SPC WA S     -  MUNSON                                   058 19 22.5
 SY1714:UTM  10      -  MUNSON                                   056 30 26.9
 SY1714
 SY1714|---------------------------------------------------------------------|
 SY1714| PID    Reference Object                     Distance      Geod. Az  |
 SY1714|                                                           dddmmss.s |
 SY1714| SY1729 MUNSON                              440.036 METERS 0562710.0 |
 SY1714| SY1727 NEON                                457.137 METERS 1271809.7 |
 SY1714| DD9643 EAGLE RM 2                           25.635 METERS 12945     |
 SY1714| DD9642 EAGLE RM 1                           10.095 METERS 25505     |
 SY1714|---------------------------------------------------------------------|
 SY1714
 SY1714                          SUPERSEDED SURVEY CONTROL
 SY1714
 SY1714  NAD 83(1986)-  47 12 29.42826(N)    123 04 28.37356(W) AD(       ) 3
 SY1714  NAD 27      -  47 12 30.08500(N)    123 04 23.84000(W) AD(       ) 3
 SY1714
 SY1714.Superseded values are not recommended for survey control.
 SY1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1714.See file dsdata.txt to determine how the superseded data were derived.
 SY1714
 SY1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9435528301(NAD 83)
 SY1714_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1714
 SY1714  HISTORY     - Date     Condition        Report By
 SY1714  HISTORY     - 1936     MONUMENTED       CGS
 SY1714  HISTORY     - 1948     SEE DESCRIPTION  WADPL
 SY1714  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY1714  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1714  HISTORY     - 1981     MARK NOT FOUND   NGS
 SY1714  HISTORY     - 19960329 MARK NOT FOUND   USPSQD
 SY1714
 SY1714                          STATION DESCRIPTION
 SY1714
 SY1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1714'THE STATION IS LOCATED ON EAGLE POINT ON THE S SIDE OF THE INLET
 SY1714'WHERE IT ENTERS OAKLAND BAY.  THE STATION IS 22 FEET OUTSIDE OF
 SY1714'THE FOOT OF THE BLUFF.  THE MARK IS FLUSH WITH THE SURFACE.
 SY1714'
 SY1714'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY1714'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY1714'
 SY1714'REFERENCE MARK NO.1 IS SET SW OF THE STATION ABOUT 6 FEET FROM
 SY1714'THE FOOT OF THE BLUFF AND PROJECTS ABOUT 6 INCHES ABOVE THE BEACH.
 SY1714'
 SY1714'REFERENCE MARK NO.2 IS SET SE OF THE STATION ABOUT 10 FEET FROM
 SY1714'THE FOOT OF THE BLUFF AND PROJECTS 3 INCHES ABOVE THE SURFACE.
 SY1714
 SY1714                          STATION RECOVERY (1948)
 SY1714
 SY1714'RECOVERY NOTE BY WA DEPT OF PUB LANDS 1948 (JWT)
 SY1714'STATION AND REFERENCE MARKS RECOVERED ON JULY 14, 1948, IN GOOD
 SY1714'CONDITION.  DESCRIPTIONS ARE ADEQUATE.
 SY1714
 SY1714                          STATION RECOVERY (1958)
 SY1714
 SY1714'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY1714'STATION AND REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED.  UNABLE
 SY1714'TO LOCATE REFERENCE MARK NO. 2.
 SY1714
 SY1714                          STATION RECOVERY (1967)
 SY1714
 SY1714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1714'THE STATION AND REFERENCE MARKS WERE NOT RECOVERED.  A LOCAL
 SY1714'RESIDENT SAYS A PIECE OF CONCRETE WITH A DISK IN IT HAD BEEN LYING
 SY1714'ON THE BEACH FOR YEARS BUT WAS NOT CERTAIN IF IT WAS A STATION MARK
 SY1714'OR REFERENCE MARK.
 SY1714
 SY1714                          STATION RECOVERY (1981)
 SY1714
 SY1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 SY1714'THE STATION MARK AND THE 2 REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 SY1714'RECOVERED.  A CONVERSATION WITH A LOCAL RESIDENT REVELED NOTHING TO
 SY1714'HELP RECOVER THE STATION THEIR HAS BEEN QUITE A BIT OF ERROSION ON
 SY1714'THE POINT.
 SY1714
 SY1714                          STATION RECOVERY (1996)
 SY1714
 SY1714'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4745 ***********************************************************************
 SY4745  DESIGNATION -  EAGLE
 SY4745  PID         -  SY4745
 SY4745  STATE/COUNTY-  WA/KING
 SY4745  USGS QUAD   -  
 SY4745
 SY4745                         *CURRENT SURVEY CONTROL
 SY4745  ___________________________________________________________________
 SY4745* NAD 83(1991)-  47 40 08.18809(N)    122 23 08.16241(W)     ADJUSTED  
 SY4745* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 SY4745  ___________________________________________________________________
 SY4745  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 SY4745  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SY4745
 SY4745  HORZ ORDER  -  SECOND
 SY4745
 SY4745.The horizontal coordinates were established by classical geodetic methods
 SY4745.and adjusted by the National Geodetic Survey in December 1991..
 SY4745
 SY4745.The orthometric height was scaled from a topographic map.
 SY4745
 SY4745.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4745
 SY4745.The geoid height was determined by GEOID03.
 SY4745
 SY4745;                    North         East     Units Scale Factor Converg.
 SY4745;SPC WA N     -    75,549.781   383,433.412   MT  0.99997277   -1 09 20.5
 SY4745;SPC WA N     -   247,866.24  1,257,981.12   sFT  0.99997277   -1 09 20.5
 SY4745;UTM  10      - 5,279,688.296   546,123.798   MT  0.99962614   +0 27 15.2
 SY4745
 SY4745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4745!SPC WA N     -   1.00000040  x   0.99997277  =   0.99997317
 SY4745!UTM  10      -   1.00000040  x   0.99962614  =   0.99962654
 SY4745
 SY4745:                Primary Azimuth Mark                     Grid Az
 SY4745:SPC WA N     -  TRINITY METHODIST EPISCOPAL CH CUPOLA    003 28 09.0
 SY4745:UTM  10      -  TRINITY METHODIST EPISCOPAL CH CUPOLA    001 51 33.3
 SY4745
 SY4745|---------------------------------------------------------------------|
 SY4745| PID    Reference Object                     Distance      Geod. Az  |
 SY4745|                                                           dddmmss.s |
 SY4745| SY4809 TRINITY METHODIST EPISCOPAL CH CUPO APPROX. 0.8 KM 0021848.5 |
 SY4745| SY4738 CHURCH CROSS                        APPROX. 0.7 KM 0063253.7 |
 SY4745| SY4035 BALLARD HIGH                        APPROX. 1.2 KM 0430213.9 |
 SY4745| SY4077 STEEPLE BLACK AND RED CROSS         APPROX. 0.8 KM 0744922.4 |
 SY4745| SY4033 SEATTLE CEDAR SHINGLE MILL STK      APPROX. 1.2 KM 1412341.8 |
 SY4745| SY4725 SEATTLE CEDAR LUMBER CO TANK        APPROX. 0.9 KM 1505318.2 |
 SY4745| SY4721 MILL BRICK STACK MALTESE CROSS      APPROX. 0.9 KM 1522222.3 |
 SY4745| SY4729 GREAT NORTHERN RR ROUNDHSE STK      APPROX. 1.8 KM 1684643.3 |
 SY4745| CF6563 EAGLE RM 1                            6.636 METERS 18003     |
 SY4745| SY4794 US LIGHTHOUSE DEPOT FLAGPOLE        APPROX. 0.8 KM 2123514.6 |
 SY4745| SY4718 GOVERNMENT LOCKS MILL STACK         APPROX. 0.7 KM 2515600.8 |
 SY4745| CF6564 EAGLE RM 2                            6.233 METERS 26949     |
 SY4745|---------------------------------------------------------------------|
 SY4745
 SY4745                          SUPERSEDED SURVEY CONTROL
 SY4745
 SY4745  NAD 83(1986)-  47 40 08.18221(N)    122 23 08.16712(W) AD(       ) 2
 SY4745  NAD 27      -  47 40 08.83000(N)    122 23 03.71000(W) AD(       ) 2
 SY4745
 SY4745.Superseded values are not recommended for survey control.
 SY4745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4745.See file dsdata.txt to determine how the superseded data were derived.
 SY4745
 SY4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4612479688(NAD 83)
 SY4745_MARKER: Z = SEE DESCRIPTION
 SY4745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY4745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4745+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 SY4745
 SY4745  HISTORY     - Date     Condition        Report By
 SY4745  HISTORY     - 1934     MONUMENTED       WAGS
 SY4745  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SY4745  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4745  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY4745  HISTORY     - 1977     GOOD             NOS
 SY4745  HISTORY     - 20010421 GOOD             USPSQD
 SY4745  HISTORY     - 20060606 GOOD             USPSQD
 SY4745
 SY4745                          STATION DESCRIPTION
 SY4745
 SY4745'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1934
 SY4745'THIS STATION IS LOCATED ON THE ROOF OF THE EAGLES BUILDING IN
 SY4745'BALLARD.  IT IS A STANDARD DISK SET IN CONCRETE PLACED IN AN
 SY4745'INVERTED WASH BASIN.  THE REFERENCE MARKS ARE SET IN THE VERTICAL
 SY4745'FACE OF THE PARAPET WALL SURROUNDING THE ROOF.  THEY ARE BOTH
 SY4745'STANDARD BRASS DISKS.  THE STATION IS PLACED IN A MOUND OF CONCRETE 4
 SY4745'INCHES HIGH, NEAR THE SW CORNER OF THE HIGHEST ROOF (EXCEPTING THE
 SY4745'SMALL ROOF OVER THE STAGE) OF THE EAGLES BUILDING, ON MARKET STREET
 SY4745'IN BALLARD.  IT IS ABOUT 20 FEET N OF THE CHIMNEY.
 SY4745'
 SY4745'REFERENCE MARK NO.1 IS PLACED IN THE VERTICAL W FACE OF THE
 SY4745'CONCRETE CHIMNEY JUST ABOVE THE PARAPET WALL.
 SY4745'
 SY4745'REFERENCE MARK NO.2 IS PLACED IN THE VERTICAL FACE OF THE W
 SY4745'PARAPET WALL ABOUT 7 METERS FROM THE SW CORNER OF THAT WALL.
 SY4745
 SY4745                          STATION RECOVERY (1938)
 SY4745
 SY4745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HJO)
 SY4745'THIS STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 SY4745
 SY4745                          STATION RECOVERY (1952)
 SY4745
 SY4745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4745'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH FOLLOWING CHANGE--THE
 SY4745'STATION IS SITUATED ON TOP OF THE BALLARD BUILDING, 22ND AVENUE NW
 SY4745'AND MARKET STREET, BALLARD (NW CORNER).
 SY4745
 SY4745                          STATION RECOVERY (1953)
 SY4745
 SY4745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4745'THE STATION WAS RECOVERED AS DESCRIBED.  ALL OF THE MARKS ARE IN
 SY4745'GOOD CONDITION.
 SY4745
 SY4745                          STATION RECOVERY (1977)
 SY4745
 SY4745'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY4745'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED
 SY4745'AS DESCRIBED.
 SY4745
 SY4745                          STATION RECOVERY (2001)
 SY4745
 SY4745'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4745'THE MARKS WERE NOT VISITED AS ACCESS TO THE BUILDING WAS NOT POSSIBLE
 SY4745'ON THE DAY OF OUR VISIT.  THE BUILDING APPEARS TO BE IN EXCELLENT
 SY4745'CONDITION AND IT IS ASSUMED THAT THE MARKS ARE INTACT.
 SY4745
 SY4745                          STATION RECOVERY (2006)
 SY4745
 SY4745'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY4745'VISUALLY INSPECTED STATION ON ROOF.  ROOF HAS BEEN REBUILT SINCE 1977.
 SY4745'STATION IS PRESENT BUT PAINTED OVER.  REFERENCE MARK 1 IS PRESENT ON
 SY4745'CHIMNEY.  REFERENCE MARK 2 APPARRENTLY HAS BEEN COVERED OVER ON THE
 SY4745'WEST PARAPET WALL WHEN THE ROOF WAS REBUILT.  CONTACT THE BUILDING
 SY4745'RENTAL OFFICE ON THE 5TH FLOOR FOR ACCESS.  IS NOW CALLED THE BALLARD
 SY4745'BUILDING AT 2208 NW MARKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1968 ***********************************************************************
 TR1968  DESIGNATION -  EAGLE 1886
 TR1968  PID         -  TR1968
 TR1968  STATE/COUNTY-  WA/SKAGIT
 TR1968  USGS QUAD   -  CYPRESS ISLAND (1994)
 TR1968
 TR1968                         *CURRENT SURVEY CONTROL
 TR1968  ___________________________________________________________________
 TR1968* NAD 83(1991)-  48 35 22.98719(N)    122 41 28.93492(W)     ADJUSTED  
 TR1968* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1968  ___________________________________________________________________
 TR1968  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 TR1968  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 TR1968
 TR1968  HORZ ORDER  -  SECOND
 TR1968
 TR1968.The horizontal coordinates were established by classical geodetic methods
 TR1968.and adjusted by the National Geodetic Survey in December 1991..
 TR1968
 TR1968.The orthometric height was scaled from a topographic map.
 TR1968
 TR1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1968
 TR1968.The geoid height was determined by GEOID03.
 TR1968
 TR1968;                    North         East     Units Scale Factor Converg.
 TR1968;SPC WA N     -   178,407.756   362,947.475   MT  0.99997616   -1 23 00.0
 TR1968;SPC WA N     -   585,326.11  1,190,770.17   sFT  0.99997616   -1 23 00.0
 TR1968;UTM  10      - 5,381,894.355   522,758.734   MT  0.99960636   +0 13 53.3
 TR1968
 TR1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1968!SPC WA N     -   1.00000277  x   0.99997616  =   0.99997893
 TR1968!UTM  10      -   1.00000277  x   0.99960636  =   0.99960913
 TR1968
 TR1968                          SUPERSEDED SURVEY CONTROL
 TR1968
 TR1968  NAD 83(1986)-  48 35 22.98984(N)    122 41 28.93794(W) AD(       ) 2
 TR1968  NAD 27      -  48 35 23.60900(N)    122 41 24.31700(W) AD(       ) 2
 TR1968
 TR1968.Superseded values are not recommended for survey control.
 TR1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1968.See file dsdata.txt to determine how the superseded data were derived.
 TR1968
 TR1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2275981894(NAD 83)
 TR1968
 TR1968  HISTORY     - Date     Condition        Report By
 TR1968  HISTORY     - 1886     MONUMENTED       CGS
 TR1968  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1968
 TR1968                          STATION DESCRIPTION
 TR1968
 TR1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (JJG)
 TR1968'STATION IS ON THE POINT ON N SIDE OF ENTRANCE TO EAGLE HARBOR.  IT
 TR1968'IS JUST AT HIGH-WATER MARK.
 TR1968'
 TR1968'THE 1/2-INCH HOLE MARKING THE STATION IS 2 INCHES DEEP AND IS IN
 TR1968'THE BOTTOM OF A SLIGHT DEPRESSION.
 TR1968'
 TR1968'IT CAN READILY BE FOUND WITHOUT FURTHER DESCRIPTION.  IT IS AT
 TR1968'CENTER OF POINT AND AT HIGH-WATER MARK.
 TR1968
 TR1968                          STATION RECOVERY (1939)
 TR1968
 TR1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (BHR)
 TR1968'STATION IS ON THE NE POINT OF THE ENTRANCE TO EAGLE HARBOR ABOUT
 TR1968'AT MEAN HIGH-WATER LEVEL.  THE 1/2-INCH DRILL HOLE, 2 INCHES DEEP,
 TR1968'IN A SMALL DEPRESSION IN SOLID LEDGE ROCK WAS FOUND AS
 TR1968'DESCRIBED.  A NEW STATION, EAGLE 1939, WAS ESTABLISHED AT AN
 TR1968'ELEVATION OF ABOUT 12 FEET ABOVE MEAN HIGH WATER AND THE OLD
 TR1968'STATION WAS MARKED WITH A STANDARD DISK REFERENCE MARK STAMPED
 TR1968'EAGLE 1939, REF. MK. NO.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1529 ***********************************************************************
 TR1529  DESIGNATION -  EAGLE 1941
 TR1529  PID         -  TR1529
 TR1529  STATE/COUNTY-  WA/JEFFERSON
 TR1529  USGS QUAD   -  NORDLAND (1973)
 TR1529
 TR1529                         *CURRENT SURVEY CONTROL
 TR1529  ___________________________________________________________________
 TR1529* NAD 83(1991)-  48 04 33.57547(N)    122 42 32.67803(W)     ADJUSTED  
 TR1529* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 TR1529  ___________________________________________________________________
 TR1529  LAPLACE CORR-         -10.37  (seconds)                    DEFLEC99
 TR1529  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR1529
 TR1529  HORZ ORDER  -  THIRD
 TR1529
 TR1529.The horizontal coordinates were established by classical geodetic methods
 TR1529.and adjusted by the National Geodetic Survey in December 1991..
 TR1529
 TR1529.The orthometric height was scaled from a topographic map.
 TR1529
 TR1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1529
 TR1529.The geoid height was determined by GEOID03.
 TR1529
 TR1529;                    North         East     Units Scale Factor Converg.
 TR1529;SPC WA N     -   121,334.487   360,249.518   MT  0.99994252   -1 23 47.5
 TR1529;SPC WA N     -   398,078.23  1,181,918.63   sFT  0.99994252   -1 23 47.5
 TR1529;UTM  10      - 5,324,787.540   521,669.630   MT  0.99960577   +0 12 59.2
 TR1529
 TR1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1529!SPC WA N     -   1.00000253  x   0.99994252  =   0.99994504
 TR1529!UTM  10      -   1.00000253  x   0.99960577  =   0.99960829
 TR1529
 TR1529:                Primary Azimuth Mark                     Grid Az
 TR1529:SPC WA N     -  DOTSON                                   335 27 16.3
 TR1529:UTM  10      -  DOTSON                                   333 50 29.6
 TR1529
 TR1529|---------------------------------------------------------------------|
 TR1529| PID    Reference Object                     Distance      Geod. Az  |
 TR1529|                                                           dddmmss.s |
 TR1529| TR1535 DOTSON                              APPROX. 0.9 KM 3340328.8 |
 TR1529|---------------------------------------------------------------------|
 TR1529
 TR1529                          SUPERSEDED SURVEY CONTROL
 TR1529
 TR1529  NAD 83(1986)-  48 04 33.57527(N)    122 42 32.68263(W) AD(       ) 3
 TR1529  NAD 27      -  48 04 34.25000(N)    122 42 28.08400(W) AD(       ) 3
 TR1529
 TR1529.Superseded values are not recommended for survey control.
 TR1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1529.See file dsdata.txt to determine how the superseded data were derived.
 TR1529
 TR1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2167024788(NAD 83)
 TR1529_MARKER: Z = SEE DESCRIPTION
 TR1529_SETTING: 0 = UNSPECIFIED SETTING
 TR1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1529
 TR1529  HISTORY     - Date     Condition        Report By
 TR1529  HISTORY     - 1941     MONUMENTED       CGS
 TR1529  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1529
 TR1529                          STATION DESCRIPTION
 TR1529
 TR1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1529'LOCATED ON THE E SHORE OF KILISUT HARBOR, ABOUT 1.1 MILES N OF
 TR1529'MYSTERY BAY, AND 1.25 MILES S OF THE N END OF KILISUT HARBOR.  IT
 TR1529'IS ON TOP OF BLUFF, IN AN AREA COMPARATIVELY FREE OF
 TR1529'UNDERBRUSH.  ELEVATION ABOUT 22-1/2 FEET ABOVE MEAN HIGH WATER.
 TR1529'
 TR1529'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A 6- BY 6-INCH
 TR1529'CONCRETE MONUMENT.  DISK IS STAMPED EAGLE 1941.  IT IS 2-1/2
 TR1529'METERS E OF BLUFF EDGE AND PROJECTS 5 INCHES ABOVE THE SURFACE.  A
 TR1529'PATH PARALLELING THE BLUFF EDGE LIES JUST W OF THE STATION.
 TR1529'
 TR1529'NO UNDERGROUND OR REFERENCE MARKS WERE ESTABLISHED.
 TR1529'
 TR1529'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TR1529
 TR1529                          STATION RECOVERY (1961)
 TR1529
 TR1529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1529'STATION MARK RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE
 TR1529'AND CORRECT EXCEPT FOR THE FOLLOWING--MARK IS 13.0 FEET SOUTHWEST
 TR1529'OF A TRIANGULAR BLAZE ON A 6-INCH FIR TREE, 6.5 FEET WEST OF A
 TR1529'LITTLE-USED PATH ALONG BLUFF EDGE, 0.5 FOOT EAST OF BLUFF EDGE,
 TR1529'AND PROJECTS ABOUT 2 INCHES.  THE BLUFF UNDER MARK IS PARTIALLY
 TR1529'ERODED AND MARK MAY BE LOST IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1969 ***********************************************************************
 TR1969  DESIGNATION -  EAGLE 2
 TR1969  PID         -  TR1969
 TR1969  STATE/COUNTY-  WA/SKAGIT
 TR1969  USGS QUAD   -  CYPRESS ISLAND (1994)
 TR1969
 TR1969                         *CURRENT SURVEY CONTROL
 TR1969  ___________________________________________________________________
 TR1969* NAD 83(1991)-  48 35 23.04641(N)    122 41 29.28380(W)     ADJUSTED  
 TR1969* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1969  ___________________________________________________________________
 TR1969  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 TR1969  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 TR1969
 TR1969  HORZ ORDER  -  THIRD
 TR1969
 TR1969.The horizontal coordinates were established by classical geodetic methods
 TR1969.and adjusted by the National Geodetic Survey in December 1991..
 TR1969
 TR1969.The orthometric height was scaled from a topographic map.
 TR1969
 TR1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1969
 TR1969.The geoid height was determined by GEOID03.
 TR1969
 TR1969;                    North         East     Units Scale Factor Converg.
 TR1969;SPC WA N     -   178,409.757   362,940.372   MT  0.99997616   -1 23 00.3
 TR1969;SPC WA N     -   585,332.68  1,190,746.87   sFT  0.99997616   -1 23 00.3
 TR1969;UTM  10      - 5,381,896.155   522,751.581   MT  0.99960636   +0 13 53.0
 TR1969
 TR1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1969!SPC WA N     -   1.00000277  x   0.99997616  =   0.99997893
 TR1969!UTM  10      -   1.00000277  x   0.99960636  =   0.99960913
 TR1969
 TR1969:                Primary Azimuth Mark                     Grid Az
 TR1969:SPC WA N     -  GILLIS 2                                 014 52 22.5
 TR1969:UTM  10      -  GILLIS 2                                 013 15 29.2
 TR1969
 TR1969|---------------------------------------------------------------------|
 TR1969| PID    Reference Object                     Distance      Geod. Az  |
 TR1969|                                                           dddmmss.s |
 TR1969| TR1951 GILLIS 2                            APPROX. 2.6 KM 0132922.2 |
 TR1969| TR1974 CONE IS NW OF GROUP TALL TREES      APPROX. 0.8 KM 0414913.9 |
 TR1969| TR1968 EAGLE 1886                            7.380 METERS 10421     |
 TR1969| CF8661 EAGLE 2 RM 2                          3.135 METERS 21124     |
 TR1969|---------------------------------------------------------------------|
 TR1969
 TR1969                          SUPERSEDED SURVEY CONTROL
 TR1969
 TR1969  NAD 83(1986)-  48 35 23.04906(N)    122 41 29.28682(W) AD(       ) 3
 TR1969  NAD 27      -  48 35 23.66800(N)    122 41 24.66600(W) AD(       ) 3
 TR1969
 TR1969.Superseded values are not recommended for survey control.
 TR1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1969.See file dsdata.txt to determine how the superseded data were derived.
 TR1969
 TR1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2275281896(NAD 83)
 TR1969_MARKER: Z = SEE DESCRIPTION
 TR1969_SETTING: 0 = UNSPECIFIED SETTING
 TR1969
 TR1969  HISTORY     - Date     Condition        Report By
 TR1969  HISTORY     - 1939     MONUMENTED       CGS
 TR1969  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1969  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1969  HISTORY     - 1978     SEE DESCRIPTION  WADNR
 TR1969  HISTORY     - 1987     GOOD             USPSQD
 TR1969
 TR1969                          STATION DESCRIPTION
 TR1969
 TR1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (BHR)
 TR1969'ON THE NE POINT OF THE ENTRANCE TO EAGLE HARBOR, ABOUT 12 FEET
 TR1969'ABOVE MEAN HIGH WATER.
 TR1969'
 TR1969'REFERENCE MARK NO.1, 1939 WAS PLACED IN THE DRILL HOLE MARKING
 TR1969'STATION EAGLE 1886.
 TR1969'
 TR1969'COPIED FROM RECOVERY NOTE OF EAGLE 1886--
 TR1969'
 TR1969'THE HALF-INCH DRILL HOLE, 2 INCHES DEEP, IN A SMALL DEPRESSION IN
 TR1969'SOLID ROCK WAS FOUND AS DESCRIBED.  A NEW STATION, EAGLE 2, WAS
 TR1969'ESTABLISHED AT AN ELEVATION OF ABOUT 12 FEET ABOVE MEAN HIGH WATER
 TR1969'AND THE OLD STATION WAS MARKED WITH A STANDARD DISK REFERENCE MARK
 TR1969'STAMPED EAGLE 1939 R.M. NO.1.
 TR1969'
 TR1969'STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN
 TR1969'OUTCROPPING BEDROCK.
 TR1969
 TR1969                          STATION RECOVERY (1941)
 TR1969
 TR1969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (CP)
 TR1969'ON THE E SIDE OF CYPRESS ISLAND, ON THE NE POINT OF THE ENTRANCE
 TR1969'TO EAGLE HARBOR, ABOUT 12 FEET ABOVE HIGH WATER, 8.5 METERS BACK
 TR1969'FROM HIGH-WATER LINE AT THE POINT, 16.5 METERS SE OF A 24-INCH
 TR1969'HEMLOCK.
 TR1969'
 TR1969'STATION IS MARKED BY A STANDARD DISK, STAMPED EAGLE 2 1939, SET
 TR1969'IN BEDROCK DEPRESSED ABOUT TWO INCHES BELOW SURFACE OF ROCK.
 TR1969'
 TR1969'REFERENCE MARK NO.1, IS A STANDARD DISK, STAMPED R.M. 1 1939, SET
 TR1969'IN BEDROCK, IS AT EXTREME HIGH-WATER LINE AND WAS FORMERLY
 TR1969'DESCRIBED AS MARKING STATION EAGLE 1886.
 TR1969'
 TR1969'REFERENCE MARK NO.2, IS A STANDARD DISK, STAMPED R.M. 2 1939, SET
 TR1969'IN A LARGE BOULDER.
 TR1969'
 TR1969'ISLET OFF MOST WESTERLY CONE ISLAND ON RANGE WITH E TANGENT OF
 TR1969'SINCLAIR ISLAND.
 TR1969
 TR1969                          STATION RECOVERY (1955)
 TR1969
 TR1969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (PT)
 TR1969'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 TR1969'
 TR1969'STATION IS ALONG THE E SHORE OF CYPRESS ISLAND, LOCATED ON THE NE
 TR1969'POINT OF THE ENTRANCE TO EAGLE HARBOR AND W-SW OF CONE ISLAND.  IT
 TR1969'IS ABOUT 12 FT. ABOVE AND 28 FT. FROM THE MEAN HIGH-WATERLINE.  A
 TR1969'RATHER PROMINENT MANZANITA TREE IS JUST N OF THE STATION, AND A
 TR1969'30-IN. HEMLOCK TREE IS 16.5 M. SW OF THE STATION.
 TR1969'
 TR1969'STATION IS MARKED WITH A STANDARD BRONZE DISK, CEMENTED IN A DRILL
 TR1969'HOLE IN OUTCROPPING BEDROCK, STAMPED EAGLE 2 1939.
 TR1969'
 TR1969'REFERENCE MARK 1 IS A STANDARD BRONZE DISK, CEMENTED IN A DRILL
 TR1969'HOLE IN OUTCROPPING BEDROCK LOCATED AT MEAN HIGH-WATERLINE ABOUT
 TR1969'12 FT. LOWER THAN THE STATION, STAMPED EAGLE 1939 R M NO 1.  (THIS
 TR1969'MARK WAS SET IN THE ORIGINAL DRILL HOLE, PRESERVING STATION EAGLE
 TR1969'1886 AS NOTED IN 1939 DESCRIPTION.) IT IS NEARLY IN RANGE
 TR1969'BETWEEN EAGLE 2 1939 AND CLARK 1939.
 TR1969'
 TR1969'REFERENCE MARK 2 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE IN
 TR1969'OUTCROPPING BEDROCK (W OF THE STATION), STAMPED EAGLE 2 NO 2
 TR1969'1939.  IT IS ABOUT 2 FT. LOWER THAN THE STATION.
 TR1969'
 TR1969'DISTANCES TO REFERENCE MARKS WERE CHECKED, HOWEVER NO CHECK WAS
 TR1969'MADE ON DIRECTIONS AT THIS TIME.
 TR1969
 TR1969                          STATION RECOVERY (1978)
 TR1969
 TR1969'RECOVERY NOTE BY WA DEPT OF NAT RES 1978 (JS)
 TR1969'STA. EAGLE 2 1939 GOOD
 TR1969'
 TR1969'R.M.1 EAGLE 2 1939 GOOD
 TR1969'
 TR1969'R.M.2 EAGLE 2 1939 GOOD
 TR1969'
 TR1969'OUR DISTANCE FROM STA. MARK TO R.M. 2 WAS 10.25 FT.  1939 MEASURE
 TR1969'WAS 11.92 FT.  BOTH POINTS APPEARED INTACT.
 TR1969
 TR1969                          STATION RECOVERY (1987)
 TR1969
 TR1969'RECOVERY NOTE BY US POWER SQUADRON 1987 (SG)
 TR1969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3146 ***********************************************************************
 SY3146  DESIGNATION -  EAGLE IS LT 7
 SY3146  PID         -  SY3146
 SY3146  STATE/COUNTY-  WA/PIERCE
 SY3146  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3146
 SY3146                         *CURRENT SURVEY CONTROL
 SY3146  ___________________________________________________________________
 SY3146* NAD 83(1991)-  47 11 19.52626(N)    122 41 44.51969(W)     ADJUSTED  
 SY3146* NAVD 88     -         8.5    (meters)      28.     (feet)  VERTCON   
 SY3146  ___________________________________________________________________
 SY3146  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 SY3146  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 SY3146
 SY3146  HORZ ORDER  -  THIRD
 SY3146
 SY3146.The horizontal coordinates were established by classical geodetic methods
 SY3146.and adjusted by the National Geodetic Survey in December 1991..
 SY3146
 SY3146.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3146
 SY3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3146
 SY3146.The geoid height was determined by GEOID03.
 SY3146
 SY3146;                    North         East     Units Scale Factor Converg.
 SY3146;SPC WA S     -   208,552.796   333,619.352   MT  0.99997013   -1 35 41.8
 SY3146;SPC WA S     -   684,226.96  1,094,549.49   sFT  0.99997013   -1 35 41.8
 SY3146;UTM  10      - 5,226,185.280   523,052.979   MT  0.99960653   +0 13 23.6
 SY3146
 SY3146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3146!SPC WA S     -   1.00000218  x   0.99997013  =   0.99997231
 SY3146!UTM  10      -   1.00000218  x   0.99960653  =   0.99960871
 SY3146
 SY3146                          SUPERSEDED SURVEY CONTROL
 SY3146
 SY3146  NAD 83(1986)-  47 11 19.52109(N)    122 41 44.52907(W) AD(       ) 4
 SY3146  NAD 27      -  47 11 20.15823(N)    122 41 40.07259(W) AD(       ) 3
 SY3146  NGVD 29 (07/19/86)    7.5    (m)           25.     (f) VERT ANG       
 SY3146
 SY3146.Superseded values are not recommended for survey control.
 SY3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3146.See file dsdata.txt to determine how the superseded data were derived.
 SY3146
 SY3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2305326185(NAD 83)
 SY3146_MARKER: 14 = NAVIGATION LIGHT
 SY3146
 SY3146  HISTORY     - Date     Condition        Report By
 SY3146  HISTORY     - 1980     FIRST OBSERVED   NOS
 SY3146
 SY3146                          STATION DESCRIPTION
 SY3146
 SY3146'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY3146'LOCATED ALONG BALCH PASSAGE, BETWEEN ANDERSON ISLAND AND MC NEIL
 SY3146'ISLAND, ON THE NORTH SHORE OF EAGLE ISLAND, ON TOP OF THE LOW
 SY3146'BLUFF.
 SY3146'THE STATION IS THE NAVIGATION LIGHT ATOP THE CENTER OF A SMALL,
 SY3146'SQUARE, WHITE HOUSE WITH A FLAT ROOF. THE LIGHT IS ABOUT 18 FEET
 SY3146'ABOVE SEA LEVEL. DESIGNATED AS NO. 2369 IN THE COAST GUARD
 SY3146'PUBLICATION, LIGHT LIST VOLUME 3, PACIFIC COAST AND PACIFIC
 SY3146'ISLANDS, 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3130 ***********************************************************************
 SY3130  DESIGNATION -  EAGLE ISLAND BLINKER LIGHT
 SY3130  PID         -  SY3130
 SY3130  STATE/COUNTY-  WA/PIERCE
 SY3130  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3130
 SY3130                         *CURRENT SURVEY CONTROL
 SY3130  ___________________________________________________________________
 SY3130* NAD 83(1991)-  47 11 19.72485(N)    122 41 44.43670(W)     ADJUSTED  
 SY3130* NAVD 88     -                                                        
 SY3130  ___________________________________________________________________
 SY3130  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 SY3130  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 SY3130
 SY3130  HORZ ORDER  -  THIRD
 SY3130
 SY3130.The horizontal coordinates were established by classical geodetic methods
 SY3130.and adjusted by the National Geodetic Survey in December 1991..
 SY3130
 SY3130
 SY3130.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3130
 SY3130.The geoid height was determined by GEOID03.
 SY3130
 SY3130;                    North         East     Units Scale Factor Converg.
 SY3130;SPC WA S     -   208,558.878   333,621.269   MT  0.99997014   -1 35 41.7
 SY3130;SPC WA S     -   684,246.92  1,094,555.78   sFT  0.99997014   -1 35 41.7
 SY3130;UTM  10      - 5,226,191.417   523,054.702   MT  0.99960653   +0 13 23.7
 SY3130
 SY3130                          SUPERSEDED SURVEY CONTROL
 SY3130
 SY3130  NAD 83(1986)-  47 11 19.71965(N)    122 41 44.44603(W) AD(       ) 4
 SY3130  NAD 27      -  47 11 20.36300(N)    122 41 39.99000(W) AD(       ) 3
 SY3130
 SY3130.Superseded values are not recommended for survey control.
 SY3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3130.See file dsdata.txt to determine how the superseded data were derived.
 SY3130
 SY3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2305526191(NAD 83)
 SY3130
 SY3130  HISTORY     - Date     Condition        Report By
 SY3130  HISTORY     - 1935     MONUMENTED       CGS
 SY3130  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY3130
 SY3130                          STATION DESCRIPTION
 SY3130
 SY3130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3130'LIGHT IS ON WOODEN HOUSE ON N END OF EAGLE ISLAND IN BALCH PASSAGE-
 SY3130'ESTABLISHED IN 1935.
 SY3130'
 SY3130'UNMARKED.
 SY3130
 SY3130                          STATION RECOVERY (1963)
 SY3130
 SY3130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3130'THIS STATION IS LISTED IN THE 1935 AS EAGLE ISLAND BLINKER LIGHT.
 SY3130'THE LIGHT LIST STATES THAT THE LIGHT WAS REBUILT IN 1958 AND A NEW
 SY3130'NO-CHECK POSITION WAS DETERMINED OF THE LIGHT THIS YEAR.  THE LIGHT
 SY3130'IS ATOP A WHITE WOODEN HOUSE ON THE NORTH END OF EAGLE ISLAND.  THIS
 SY3130'STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3124 ***********************************************************************
 SY3124  DESIGNATION -  EAGLE ISLAND LIGHT
 SY3124  PID         -  SY3124
 SY3124  STATE/COUNTY-  WA/PIERCE
 SY3124  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3124
 SY3124                         *CURRENT SURVEY CONTROL
 SY3124  ___________________________________________________________________
 SY3124* NAD 83(1991)-  47 11 19.60442(N)    122 41 44.43595(W)     ADJUSTED  
 SY3124* NAVD 88     -                                                        
 SY3124  ___________________________________________________________________
 SY3124  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 SY3124  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 SY3124
 SY3124  HORZ ORDER  -  THIRD
 SY3124
 SY3124.The horizontal coordinates were established by classical geodetic methods
 SY3124.and adjusted by the National Geodetic Survey in December 1991..
 SY3124
 SY3124
 SY3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3124
 SY3124.The geoid height was determined by GEOID03.
 SY3124
 SY3124;                    North         East     Units Scale Factor Converg.
 SY3124;SPC WA S     -   208,555.160   333,621.181   MT  0.99997014   -1 35 41.7
 SY3124;SPC WA S     -   684,234.72  1,094,555.49   sFT  0.99997014   -1 35 41.7
 SY3124;UTM  10      - 5,226,187.700   523,054.732   MT  0.99960653   +0 13 23.7
 SY3124
 SY3124                          SUPERSEDED SURVEY CONTROL
 SY3124
 SY3124  NAD 83(1986)-  47 11 19.59855(N)    122 41 44.44671(W) AD(       ) 4
 SY3124  NAD 27      -  47 11 20.24000(N)    122 41 39.97100(W) AD(       ) 3
 SY3124
 SY3124.Superseded values are not recommended for survey control.
 SY3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3124.See file dsdata.txt to determine how the superseded data were derived.
 SY3124
 SY3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2305526188(NAD 83)
 SY3124
 SY3124  HISTORY     - Date     Condition        Report By
 SY3124  HISTORY     - UNK      MONUMENTED
 SY3124  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3124
 SY3124                          STATION DESCRIPTION
 SY3124
 SY3124'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3124'THE STATION IS LOST.  THE LIGHT WAS REBUILT IN A SLIGHTLY DIFFERENT
 SY3124'POSITION IN 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3135 ***********************************************************************
 SY3135  DESIGNATION -  EAGLE ISLAND NEW LIGHT
 SY3135  PID         -  SY3135
 SY3135  STATE/COUNTY-  WA/PIERCE
 SY3135  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3135
 SY3135                         *CURRENT SURVEY CONTROL
 SY3135  ___________________________________________________________________
 SY3135* NAD 83(1991)-  47 11 19.52296(N)    122 41 44.52418(W)     ADJUSTED  
 SY3135* NAVD 88     -                                                        
 SY3135  ___________________________________________________________________
 SY3135  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 SY3135  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 SY3135
 SY3135  HORZ ORDER  -  THIRD
 SY3135
 SY3135.The horizontal coordinates were established by classical geodetic methods
 SY3135.and adjusted by the National Geodetic Survey in December 1991..
 SY3135
 SY3135
 SY3135.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3135
 SY3135.The geoid height was determined by GEOID03.
 SY3135
 SY3135;                    North         East     Units Scale Factor Converg.
 SY3135;SPC WA S     -   208,552.697   333,619.255   MT  0.99997013   -1 35 41.8
 SY3135;SPC WA S     -   684,226.64  1,094,549.17   sFT  0.99997013   -1 35 41.8
 SY3135;UTM  10      - 5,226,185.178   523,052.885   MT  0.99960653   +0 13 23.6
 SY3135
 SY3135                          SUPERSEDED SURVEY CONTROL
 SY3135
 SY3135  NAD 83(1986)-  47 11 19.51776(N)    122 41 44.53349(W) AD(       ) 4
 SY3135  NAD 27      -  47 11 20.16070(N)    122 41 40.07853(W) AD(       ) 3
 SY3135
 SY3135.Superseded values are not recommended for survey control.
 SY3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3135.See file dsdata.txt to determine how the superseded data were derived.
 SY3135
 SY3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2305326185(NAD 83)
 SY3135_MARKER: 14 = NAVIGATION LIGHT
 SY3135
 SY3135  HISTORY     - Date     Condition        Report By
 SY3135  HISTORY     - 1967     FIRST OBSERVED   CGS
 SY3135
 SY3135                          STATION DESCRIPTION
 SY3135
 SY3135'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3135'LOCATED ALONG BALCH PASSAGE, BETWEEN ANDERSON ISLAND AND MCNEIL
 SY3135'ISLAND AND ON TOP OF THE LOW BLUFF, ON THE NORTH SHORE OF EAGLE
 SY3135'ISLAND.
 SY3135'
 SY3135'THE STATION IS THE FINIAL OF THE NAVIGATION LIGHT ATOP THE CENTER OF
 SY3135'A SMALL, SQUARE WHITE HOUSE WITH A FLAT ROOF (BATTERY BOX).  THE
 SY3135'LIGHT IS ABOUT 18 FEET ABOVE HIGH WATER.  DESIGNATED AS NO. 2323
 SY3135'IN THE PUBLICATION LIGHT LIST VOLUME III PACIFIC COAST AND
 SY3135'PACIFIC ISLANDS (1966).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1964 ***********************************************************************
 TR1964  DESIGNATION -  EAGLE NEST
 TR1964  PID         -  TR1964
 TR1964  STATE/COUNTY-  WA/SKAGIT
 TR1964  USGS QUAD   -  CYPRESS ISLAND (1994)
 TR1964
 TR1964                         *CURRENT SURVEY CONTROL
 TR1964  ___________________________________________________________________
 TR1964* NAD 83(1991)-  48 36 05.19084(N)    122 43 17.51837(W)     ADJUSTED  
 TR1964* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 TR1964  ___________________________________________________________________
 TR1964  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 TR1964  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 TR1964
 TR1964  HORZ ORDER  -  SECOND
 TR1964
 TR1964.The horizontal coordinates were established by classical geodetic methods
 TR1964.and adjusted by the National Geodetic Survey in December 1991..
 TR1964
 TR1964.The orthometric height was scaled from a topographic map.
 TR1964
 TR1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1964
 TR1964.The geoid height was determined by GEOID03.
 TR1964
 TR1964;                    North         East     Units Scale Factor Converg.
 TR1964;SPC WA N     -   179,765.131   360,755.086   MT  0.99997787   -1 24 20.9
 TR1964;SPC WA N     -   589,779.43  1,183,577.31   sFT  0.99997787   -1 24 20.9
 TR1964;UTM  10      - 5,383,188.931   520,529.794   MT  0.99960518   +0 12 32.0
 TR1964
 TR1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1964!SPC WA N     -   0.99996735  x   0.99997787  =   0.99994522
 TR1964!UTM  10      -   0.99996735  x   0.99960518  =   0.99957254
 TR1964
 TR1964:                Primary Azimuth Mark                     Grid Az
 TR1964:SPC WA N     -  LUM                                      001 59 38.1
 TR1964:UTM  10      -  LUM                                      000 22 45.2
 TR1964
 TR1964|---------------------------------------------------------------------|
 TR1964| PID    Reference Object                     Distance      Geod. Az  |
 TR1964|                                                           dddmmss.s |
 TR1964| TR1978 LUM                                 APPROX.13.5 KM 0003517.2 |
 TR1964| TR1971 SINCLAIR ISLAND SHED CHIMNEY        APPROX. 2.7 KM 0510749.5 |
 TR1964| CF8662 EAGLE NEST RM 1                       5.670 METERS 06837     |
 TR1964| CF8663 EAGLE NEST RM 2                       4.712 METERS 15036     |
 TR1964|---------------------------------------------------------------------|
 TR1964
 TR1964                          SUPERSEDED SURVEY CONTROL
 TR1964
 TR1964  NAD 83(1986)-  48 36 05.19294(N)    122 43 17.52109(W) AD(       ) 2
 TR1964  NAD 27      -  48 36 05.82000(N)    122 43 12.89300(W) AD(       ) 2
 TR1964
 TR1964.Superseded values are not recommended for survey control.
 TR1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1964.See file dsdata.txt to determine how the superseded data were derived.
 TR1964
 TR1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2053083189(NAD 83)
 TR1964_MARKER: Z = SEE DESCRIPTION
 TR1964_SETTING: 0 = UNSPECIFIED SETTING
 TR1964
 TR1964  HISTORY     - Date     Condition        Report By
 TR1964  HISTORY     - 1939     MONUMENTED       CGS
 TR1964  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1964  HISTORY     - 20011121 POOR             USPSQD
 TR1964  HISTORY     - 20030806 POOR             USPSQD
 TR1964
 TR1964                          STATION DESCRIPTION
 TR1964
 TR1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR1964'STATION IS ON THE HIGH PROMINENT HEADLAND ON THE N END OF CYPRESS
 TR1964'ISLAND, AND SHOWN ON COAST AND GEODETIC SURVEY CHART NO.6380,
 TR1964'AS 850 FEET IN ELEVATION, AND NAMED EAGLE CLIFF.  THE HIGHEST PART
 TR1964'OF THE CLIFF IS ON THE WESTERN SIDE ON THE TOP, AND THE STATION IS
 TR1964'5 METERS E OF THE SHEER DROP OF ABOUT 600 FEET, THE STATION SITE
 TR1964'ALSO BEING ON THE HIGHEST PART OF THE TOP.  THE STATION DISK IS
 TR1964'STAMPED EAGLE NEST 1939.
 TR1964'
 TR1964'STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN
 TR1964'DRILL HOLES IN OUTCROPPING BEDROCK.
 TR1964'
 TR1964'REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 ARE STAMPED EAGLE
 TR1964'NEST 1939, RESPECTIVELY.  BOTH MARKS ARE LOWER IN ELEVATION THAN
 TR1964'THE STATION.
 TR1964'
 TR1964'STATION CAN BEST BE REACHED BY LANDING AT THE SMALL COVE SW OF
 TR1964'THE STATION SITE, TRAVELING EASTWARD FOR ABOUT 700 METERS TO A
 TR1964'DWELLING ON THE LOGGING ROAD, AND ALSO A DRAW.  FROM THIS POINT
 TR1964'TRAVEL NW TO STATION SITE CLIMBING ALL THE TIME.  STATION IS A
 TR1964'45-MINUTE PACK.
 TR1964
 TR1964                          STATION RECOVERY (1941)
 TR1964
 TR1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (CP)
 TR1964'ON TOP OF A HIGH PROMINENT CLIFF ON THE NORTHERN END OF CYPRESS
 TR1964'ISLAND, 850 FEET HIGH, KNOWN AS EAGLE CLIFF.  ON THE HIGHEST POINT
 TR1964'OF THIS CLIFF AND 3.5 METERS BACK (E) OF A SHEER DROP OF ABOUT
 TR1964'600 FEET.
 TR1964'
 TR1964'ALL MARKS ARE STAMPED EAGLE NEST 1939 AND CEMENTED IN DRILL
 TR1964'HOLES IN BEDROCK.
 TR1964'
 TR1964'TO REACH STATION FROM SMALL COVE SW OF STATION, PROCEED ABOUT
 TR1964'700 METERS IN A NORTHEASTERLY DIRECTION ALONG AN OLD LOGGING ROAD
 TR1964'TO A DOWN GRADE AND OLD BARN.  FROM HERE GO UP A DRAW AND KEEP
 TR1964'CLIMBING CONSTANTLY TO THE TOP.
 TR1964
 TR1964                          STATION RECOVERY (2001)
 TR1964
 TR1964'RECOVERY NOTE BY US POWER SQUADRON 2001 (DRA)
 TR1964'TO REACH THE STATION, FOLLOW THE HIKING TRAIL FROM PELICAN BEACH PARK.
 TR1964'THE STATION IS 3.5 METERS EAST OF A SHEER DROP OF APPROXIMATELY 600
 TR1964'FEET.  IT APPEARS AN ATTEMPT HAS BEEN MADE TO REMOVE THE MARK, BUT IT
 TR1964'IS STILL READABLE.
 TR1964
 TR1964                          STATION RECOVERY (2003)
 TR1964
 TR1964'RECOVERY NOTE BY US POWER SQUADRON 2003 (GD)
 TR1964'BADLY MUTILATED, BARELY READABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1226 ***********************************************************************
 SX1226  DESIGNATION -  EAGLE PEAK
 SX1226  PID         -  SX1226
 SX1226  STATE/COUNTY-  WA/KING
 SX1226  USGS QUAD   -  EVERGREEN MTN (1982)
 SX1226
 SX1226                         *CURRENT SURVEY CONTROL
 SX1226  ___________________________________________________________________
 SX1226* NAD 83(1991)-  47 46 33.79529(N)    121 21 19.23802(W)     ADJUSTED  
 SX1226* NAVD 88     -                                                        
 SX1226  ___________________________________________________________________
 SX1226  LAPLACE CORR-           7.55  (seconds)                    DEFLEC99
 SX1226  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 SX1226
 SX1226  HORZ ORDER  -  THIRD
 SX1226
 SX1226.The horizontal coordinates were established by classical geodetic methods
 SX1226.and adjusted by the National Geodetic Survey in December 1991..
 SX1226
 SX1226
 SX1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1226
 SX1226.The geoid height was determined by GEOID03.
 SX1226
 SX1226;                    North         East     Units Scale Factor Converg.
 SX1226;SPC WA N     -    86,415.772   460,878.351   MT  0.99995996   -0 23 19.1
 SX1226;SPC WA N     -   283,515.75  1,512,065.06   sFT  0.99995996   -0 23 19.1
 SX1226;UTM  10      - 5,292,719.775   623,212.348   MT  0.99978655   +1 13 05.0
 SX1226
 SX1226                          SUPERSEDED SURVEY CONTROL
 SX1226
 SX1226  NAD 83(1986)-  47 46 33.78967(N)    121 21 19.23892(W) AD(       ) 4
 SX1226  NAD 27      -  47 46 34.40600(N)    121 21 14.87300(W) AD(       ) 3
 SX1226
 SX1226.Superseded values are not recommended for survey control.
 SX1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1226.See file dsdata.txt to determine how the superseded data were derived.
 SX1226
 SX1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT2321292720(NAD 83)
 SX1226
 SX1226  HISTORY     - Date     Condition        Report By
 SX1226  HISTORY     - 1936     MONUMENTED       WAGS
 SX1226
 SX1226                          STATION DESCRIPTION
 SX1226
 SX1226'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1226'STATION IS IN THE EXTREME NORTHERN AND EASTERN PORTION OF KING
 SX1226'COUNTY, ABOUT 1/2 MILE S OF THE COUNTY LINE AND ABOUT 5 MILES N
 SX1226'OF SKYKOMISH, BETWEEN BECKLER RIVER AND EAGLE CREEK, THE HIGHEST
 SX1226'POINT OF EAGLE PEAK, A RATHER ROUND TOP MOUNTAIN.
 SX1226'
 SX1226'ELEVATION ABOUT 5,612 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1727 ***********************************************************************
 TR1727  DESIGNATION -  EAGLE USE 1920
 TR1727  PID         -  TR1727
 TR1727  STATE/COUNTY-  WA/JEFFERSON
 TR1727  USGS QUAD   -  GARDINER (1985)
 TR1727
 TR1727                         *CURRENT SURVEY CONTROL
 TR1727  ___________________________________________________________________
 TR1727* NAD 83(1991)-  48 03 53.18729(N)    122 55 39.45924(W)     ADJUSTED  
 TR1727* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 TR1727  ___________________________________________________________________
 TR1727  LAPLACE CORR-          -9.51  (seconds)                    DEFLEC99
 TR1727  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 TR1727
 TR1727  HORZ ORDER  -  THIRD
 TR1727
 TR1727.The horizontal coordinates were established by classical geodetic methods
 TR1727.and adjusted by the National Geodetic Survey in December 1991..
 TR1727
 TR1727.The orthometric height was scaled from a topographic map.
 TR1727
 TR1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1727
 TR1727.The geoid height was determined by GEOID03.
 TR1727
 TR1727;                    North         East     Units Scale Factor Converg.
 TR1727;SPC WA N     -   120,507.563   343,936.505   MT  0.99994268   -1 33 33.3
 TR1727;SPC WA N     -   395,365.23  1,128,398.35   sFT  0.99994268   -1 33 33.3
 TR1727;UTM  10      - 5,323,502.187   505,391.896   MT  0.99960036   +0 03 13.8
 TR1727
 TR1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1727!SPC WA N     -   1.00000224  x   0.99994268  =   0.99994492
 TR1727!UTM  10      -   1.00000224  x   0.99960036  =   0.99960260
 TR1727
 TR1727:                Primary Azimuth Mark                     Grid Az
 TR1727:SPC WA N     -  QUARANTINE                               016 10 41.5
 TR1727:UTM  10      -  QUARANTINE                               014 33 54.4
 TR1727
 TR1727|---------------------------------------------------------------------|
 TR1727| PID    Reference Object                     Distance      Geod. Az  |
 TR1727|                                                           dddmmss.s |
 TR1727| TR1728 QUARANTINE                          APPROX. 3.5 KM 0143708.2 |
 TR1727|---------------------------------------------------------------------|
 TR1727
 TR1727                          SUPERSEDED SURVEY CONTROL
 TR1727
 TR1727  NAD 83(1986)-  48 03 53.18642(N)    122 55 39.46567(W) AD(       ) 3
 TR1727  NAD 27      -  48 03 53.85800(N)    122 55 34.83000(W) AD(       ) 3
 TR1727
 TR1727.Superseded values are not recommended for survey control.
 TR1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1727.See file dsdata.txt to determine how the superseded data were derived.
 TR1727
 TR1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0539223502(NAD 83)
 TR1727
 TR1727  HISTORY     - Date     Condition        Report By
 TR1727  HISTORY     - 1920     MONUMENTED       USE
 TR1727  HISTORY     - 1953     SEE DESCRIPTION  USGS
 TR1727
 TR1727                          STATION DESCRIPTION
 TR1727
 TR1727'DESCRIBED BY US ENGINEERS 1920
 TR1727'LOCATED AT EAGLE CREEK, W SHORE OF PORT DISCOVERY.  IT IS ABOUT
 TR1727'200 FEET S OF CREEK, ON EDGE OF BLUFF, HALFWAY UP THE HILL WHICH
 TR1727'RISES ABOUT 50 FEET HIGHER TO THE S ALONG THE SHORE.  IT IS ABOUT
 TR1727'100 FEET TO FOOT OF BLUFF TO THE N.  ELEVATION ABOUT 60 FEET ABOVE
 TR1727'MEAN LOW WATER.
 TR1727'
 TR1727'MARKED WITH STANDARD CONCRETE MONUMENT, SIGNAL, AND CEDAR POST.
 TR1727
 TR1727                          STATION RECOVERY (1953)
 TR1727
 TR1727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 TR1727'STATION WAS BULLDOZED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5247 ***********************************************************************
 SY5247  DESIGNATION -  EAGLEDALE
 SY5247  PID         -  SY5247
 SY5247  STATE/COUNTY-  WA/KITSAP
 SY5247  USGS QUAD   -  BREMERTON EAST (1981)
 SY5247
 SY5247                         *CURRENT SURVEY CONTROL
 SY5247  ___________________________________________________________________
 SY5247* NAD 83(1991)-  47 36 58.23630(N)    122 30 47.90224(W)     ADJUSTED  
 SY5247* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY5247  ___________________________________________________________________
 SY5247  LAPLACE CORR-         -11.08  (seconds)                    DEFLEC99
 SY5247  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY5247
 SY5247  HORZ ORDER  -  THIRD
 SY5247
 SY5247.The horizontal coordinates were established by classical geodetic methods
 SY5247.and adjusted by the National Geodetic Survey in December 1991..
 SY5247
 SY5247.The orthometric height was scaled from a topographic map.
 SY5247
 SY5247.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5247
 SY5247.The geoid height was determined by GEOID03.
 SY5247
 SY5247;                    North         East     Units Scale Factor Converg.
 SY5247;SPC WA N     -    69,886.187   373,716.855   MT  0.99998036   -1 15 02.8
 SY5247;SPC WA N     -   229,284.93  1,226,102.72   sFT  0.99998036   -1 15 02.8
 SY5247;UTM  10      - 5,273,756.036   536,573.605   MT  0.99961644   +0 21 34.2
 SY5247
 SY5247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5247!SPC WA N     -   1.00000255  x   0.99998036  =   0.99998291
 SY5247!UTM  10      -   1.00000255  x   0.99961644  =   0.99961899
 SY5247
 SY5247:                Primary Azimuth Mark                     Grid Az
 SY5247:SPC WA N     -  WIN                                      067 42 43.5
 SY5247:UTM  10      -  WIN                                      066 06 06.5
 SY5247
 SY5247|---------------------------------------------------------------------|
 SY5247| PID    Reference Object                     Distance      Geod. Az  |
 SY5247|                                                           dddmmss.s |
 SY5247| SY4659 WIN                                 APPROX. 1.5 KM 0662740.7 |
 SY5247| SY5209 FIT 1934                            398.532 METERS 28009     |
 SY5247| CF6565 EAGLEDALE RM                         21.260 METERS 28251     |
 SY5247|---------------------------------------------------------------------|
 SY5247
 SY5247                          SUPERSEDED SURVEY CONTROL
 SY5247
 SY5247  NAD 83(1986)-  47 36 58.23124(N)    122 30 47.90758(W) AD(       ) 3
 SY5247  NAD 27      -  47 36 58.87900(N)    122 30 43.43700(W) AD(       ) 3
 SY5247
 SY5247.Superseded values are not recommended for survey control.
 SY5247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5247.See file dsdata.txt to determine how the superseded data were derived.
 SY5247
 SY5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3657473756(NAD 83)
 SY5247_MARKER: DS = TRIANGULATION STATION DISK
 SY5247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5247
 SY5247  HISTORY     - Date     Condition        Report By
 SY5247  HISTORY     - 1934     MONUMENTED       CGS
 SY5247  HISTORY     - 1942     GOOD             ATT
 SY5247  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY5247  HISTORY     - 19960610 MARK NOT FOUND   USPSQD
 SY5247
 SY5247                          STATION DESCRIPTION
 SY5247
 SY5247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5247'STATION IS LOCATED ON GRASSY GROUND BACK OF THE BEACH HIGH-WATER
 SY5247'LINE, ABOUT 25 METERS E OF DOCK AT EAGLEDALE, S SHORE OF EAGLE
 SY5247'HARBOR.  STATION IS ABOUT 6 FEET ABOVE HIGH WATER.  STANDARD DISK
 SY5247'STAMPED EAGLEDALE 1934.
 SY5247'
 SY5247'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5247'CONCRETE.
 SY5247'
 SY5247'REFERENCE MARK STAMPED EAGLEDALE 1934, CEMENTED IN DRILL HOLE IN
 SY5247'CONCRETE FOUNDATION BLOCK AT INNER END OF DOCK.
 SY5247
 SY5247                          STATION RECOVERY (1942)
 SY5247
 SY5247'RECOVERY NOTE BY AMERICAN T AND T CO 1942
 SY5247'STATION RECOVERED AS DESCRIBED.  IT LIES 5 FEET N OF LINE THROUGH
 SY5247'CENTER OF DOCK.  REFERENCE MARK RECOVERED BUT ARROW DOES NOT POINT
 SY5247'TO STATION.
 SY5247
 SY5247                          STATION RECOVERY (1952)
 SY5247
 SY5247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY5247'STATION WAS FOUND DESTROYED.  A BUILDING NOW OCCUPIES THIS
 SY5247'LOCATION.
 SY5247'
 SY5247'REFERENCE MARK IS COVERED BY A SLAB OF CONCRETE.
 SY5247
 SY5247                          STATION RECOVERY (1996)
 SY5247
 SY5247'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5229 ***********************************************************************
 SY5229  DESIGNATION -  EAGLET
 SY5229  PID         -  SY5229
 SY5229  STATE/COUNTY-  WA/KITSAP
 SY5229  USGS QUAD   -  BREMERTON EAST (1981)
 SY5229
 SY5229                         *CURRENT SURVEY CONTROL
 SY5229  ___________________________________________________________________
 SY5229* NAD 83(1991)-  47 36 31.36842(N)    122 31 25.25698(W)     ADJUSTED  
 SY5229* NAVD 88     -       105.8    (meters)     347.     (feet)  VERTCON   
 SY5229  ___________________________________________________________________
 SY5229  LAPLACE CORR-         -11.30  (seconds)                    DEFLEC99
 SY5229  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SY5229
 SY5229  HORZ ORDER  -  SECOND
 SY5229
 SY5229.The horizontal coordinates were established by classical geodetic methods
 SY5229.and adjusted by the National Geodetic Survey in December 1991..
 SY5229
 SY5229.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5229
 SY5229.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5229
 SY5229.The geoid height was determined by GEOID03.
 SY5229
 SY5229;                    North         East     Units Scale Factor Converg.
 SY5229;SPC WA N     -    69,073.692   372,918.770   MT  0.99998150   -1 15 30.6
 SY5229;SPC WA N     -   226,619.27  1,223,484.33   sFT  0.99998150   -1 15 30.6
 SY5229;UTM  10      - 5,272,921.740   535,798.950   MT  0.99961575   +0 21 06.5
 SY5229
 SY5229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5229!SPC WA N     -   0.99998707  x   0.99998150  =   0.99996857
 SY5229!UTM  10      -   0.99998707  x   0.99961575  =   0.99960283
 SY5229
 SY5229:                Primary Azimuth Mark                     Grid Az
 SY5229:SPC WA N     -  EAGLET AZ MK                             047 10 12.1
 SY5229:UTM  10      -  EAGLET AZ MK                             045 33 35.0
 SY5229
 SY5229|---------------------------------------------------------------------|
 SY5229| PID    Reference Object                     Distance      Geod. Az  |
 SY5229|                                                           dddmmss.s |
 SY5229| CF6566 EAGLET AZ MK                                       0455441.5 |
 SY5229| CF6567 EAGLET RM 1                          23.284 METERS 08741     |
 SY5229| CF6568 EAGLET RM 2                          21.089 METERS 21553     |
 SY5229|---------------------------------------------------------------------|
 SY5229
 SY5229                          SUPERSEDED SURVEY CONTROL
 SY5229
 SY5229  NAD 83(1986)-  47 36 31.36318(N)    122 31 25.26255(W) AD(       ) 2
 SY5229  NAD 27      -  47 36 32.01600(N)    122 31 20.78600(W) AD(       ) 2
 SY5229  NGVD 29 (07/19/86)  104.7    (m)          344.     (f) VERT ANG       
 SY5229
 SY5229.Superseded values are not recommended for survey control.
 SY5229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5229.See file dsdata.txt to determine how the superseded data were derived.
 SY5229
 SY5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3579972922(NAD 83)
 SY5229_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5229_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY5229
 SY5229  HISTORY     - Date     Condition        Report By
 SY5229  HISTORY     - 1956     MONUMENTED       CGS
 SY5229  HISTORY     - 1959     SEE DESCRIPTION  CGS
 SY5229
 SY5229                          STATION DESCRIPTION
 SY5229
 SY5229'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY5229'THE STATION IS LOCATED 1 MILE SOUTH OF WINSLOW, 0.5 MILE SOUTH OF
 SY5229'EAGLEDALE, ON THE HIGHEST ELEVATION IN THE VICINITY, AND AT THE SITE
 SY5229'OF A SMALL U.S. ARMY INSTALLATION.
 SY5229'
 SY5229'TO REACH THE STATION FROM THE POST OFFICE IN WINSLOW, GO WEST FOR
 SY5229'0.15 MILE TO A POINT WHERE THE MAIN ROAD TURNS RIGHT.  TURN RIGHT
 SY5229'(NORTH) AND GO 0.25 MILE TO A CROSSROAD.  TURN LEFT (WEST) AND
 SY5229'FOLLOW THE PAVED ROAD AROUND THE POINT OF EAGLE HARBOR FOR 0.8
 SY5229'MILE TO A FORK AND SIGNS EAGLEDALE WINSLOW.  TAKE THE LEFT FORK
 SY5229'(SOUTHEAST) AND GO 1.5 MILES TO A SIDE ROAD RIGHT, IMMEDIATELY
 SY5229'AFTER PASSING THE MC DONALD SCHOOL.  TURN RIGHT (SOUTH) UP
 SY5229'HILL, AND GO 1.25 MILE TO A TRACK ROAD RIGHT, JUST BEFORE
 SY5229'REACHING THE U.S. ARMY INSTALLATION, AND THE AZIMUTH MARK ON
 SY5229'THE RIGHT.  TURN RIGHT (WEST) AND GO 0.1 MILE, THEN LEFT
 SY5229'(SOUTH) UP HILL, AND GO CROSS COUNTRY ALONG THE WEST SIDE OF A
 SY5229'FIELD FOR 0.15 MILE TO THE U.S. ARMY INSTALLATION BOUNDARY FENCE
 SY5229'AND THE STATION.
 SY5229'
 SY5229'THE STATION IS A STANDARD DISK STAMPED EAGLET 1956.  IT IS SET IN
 SY5229'THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  THE MARK
 SY5229'IS 32 FEET NORTHWEST OF THE FENCE AROUND THE U.S. ARMY
 SY5229'INSTALLATION, AND 3 FEET SOUTH OF A WITNESS POST.
 SY5229'
 SY5229'THE UNDERGROUND MARK IS STAMPED EAGLE 1956.
 SY5229'
 SY5229'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EAGLET NO 1 1956.  IT
 SY5229'IS SET IN THE TOP OF A ROUND CONCRETE CYLINDER PROJECTING 3
 SY5229'INCHES.  THE MARK IS 1.5 FEET NORTHWEST OF THE FENCE AROUND THE
 SY5229'U.S. ARMY INSTALLATION.
 SY5229'
 SY5229'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EAGLET NO 2 1956.  IT
 SY5229'IS SET IN THE TOP OF A ROUND CONCRETE CYLINDER PROJECTING 3
 SY5229'INCHES.  THE MARK IS 2 FEET NORTHWEST OF THE FENCE AROUND THE
 SY5229'U.S. ARMY INSTALLATION.
 SY5229'
 SY5229'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EAGLET 1956.  IT IS
 SY5229'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS
 SY5229'18 FEET WEST OF THE BLADED ROAD, 7.5 FEET NORTH OF THE TRACK ROAD,
 SY5229'AND 2 FEET SOUTH OF A WITNESS POST.
 SY5229
 SY5229                          STATION RECOVERY (1959)
 SY5229
 SY5229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GCM)
 SY5229'THE AZIMUTH MARK WAS DESTROYED BY CONTRACTOR DURING ROAD
 SY5229'CONSTRUCTION.  DISK WAS RETURNED TO SEATTLE DISTRICT OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1831 ***********************************************************************
 RZ1831  DESIGNATION -  EARL
 RZ1831  PID         -  RZ1831
 RZ1831  STATE/COUNTY-  WA/ASOTIN
 RZ1831  USGS QUAD   -  CAPTAIN JOHN RAPIDS (1968)
 RZ1831
 RZ1831                         *CURRENT SURVEY CONTROL
 RZ1831  ___________________________________________________________________
 RZ1831* NAD 83(1991)-  46 10 02.79972(N)    116 55 55.26371(W)     ADJUSTED  
 RZ1831* NAVD 88     -       453.9    (meters)    1489.     (feet)  VERTCON   
 RZ1831  ___________________________________________________________________
 RZ1831  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 RZ1831  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 RZ1831
 RZ1831  HORZ ORDER  -  SECOND
 RZ1831
 RZ1831.The horizontal coordinates were established by classical geodetic methods
 RZ1831.and adjusted by the National Geodetic Survey in December 1991..
 RZ1831
 RZ1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1831
 RZ1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1831
 RZ1831.The geoid height was determined by GEOID03.
 RZ1831
 RZ1831;                    North         East     Units Scale Factor Converg.
 RZ1831;SPC WA S     -    98,941.983   775,442.562   MT  0.99994101   +2 35 30.4
 RZ1831;SPC WA S     -   324,612.16  2,544,097.81   sFT  0.99994101   +2 35 30.4
 RZ1831;SPC ID W     -   500,730.250   708,719.941   MT  1.00003572   -0 51 09.8
 RZ1831;UTM  11      - 5,112,654.229   505,248.125   MT  0.99960034   +0 02 56.5
 RZ1831
 RZ1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1831!SPC WA S     -   0.99993157  x   0.99994101  =   0.99987259
 RZ1831!SPC ID W     -   0.99993157  x   1.00003572  =   0.99996729
 RZ1831!UTM  11      -   0.99993157  x   0.99960034  =   0.99953194
 RZ1831
 RZ1831|---------------------------------------------------------------------|
 RZ1831| PID    Reference Object                     Distance      Geod. Az  |
 RZ1831|                                                           dddmmss.s |
 RZ1831| CH7279 EARL RM 1                             5.879 METERS 03607     |
 RZ1831| CH7278 EARL AZ MK                                         1564129.7 |
 RZ1831| CH7280 EARL RM 2                             3.646 METERS 32014     |
 RZ1831|---------------------------------------------------------------------|
 RZ1831
 RZ1831                          SUPERSEDED SURVEY CONTROL
 RZ1831
 RZ1831  NAD 83(1991)-  46 10 02.79972(N)    116 55 55.26371(W) AD(       ) 2
 RZ1831  NAD 83(1986)-  46 10 02.80415(N)    116 55 55.26075(W) AD(       ) 2
 RZ1831  NAD 27      -  46 10 03.24568(N)    116 55 51.73465(W) AD(       ) 2
 RZ1831  NGVD 29 (07/19/86)  452.9    (m)         1486.     (f) VERT ANG       
 RZ1831
 RZ1831.Superseded values are not recommended for survey control.
 RZ1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1831.See file dsdata.txt to determine how the superseded data were derived.
 RZ1831
 RZ1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0524812654(NAD 83)
 RZ1831_MARKER: DS = TRIANGULATION STATION DISK
 RZ1831_SETTING: 80 = SET IN A BOULDER
 RZ1831_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RZ1831
 RZ1831  HISTORY     - Date     Condition        Report By
 RZ1831  HISTORY     - 1945     MONUMENTED       CGS
 RZ1831
 RZ1831                          STATION DESCRIPTION
 RZ1831
 RZ1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ1831'STATION IS LOCATED ABOUT 13 MILES SE OF ASOTIN, 0.5 MILE W OF
 RZ1831'THE SNAKE RIVER, AND 0.3 MILE W OF A ROAD ALONG THE W BANKS OF
 RZ1831'THE SNAKE RIVER.  THE STATION IS SITUATED ON THE SUMMIT OF A LOW
 RZ1831'RIDGE THAT EXTENDS E OF THE HIGH RANGE OF HILLS ALONG THE W BANKS
 RZ1831'OF THE SNAKE RIVER.
 RZ1831'
 RZ1831'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN AN
 RZ1831'OUTCROPPING BOULDER THAT PROJECTS ABOUT 2 INCHES.  IT IS STAMPED
 RZ1831'EARL 1945.
 RZ1831'
 RZ1831'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 RZ1831'IN A BOULDER THAT PROJECTS 2 INCHES AND LIES AT THE S END OF A LOW
 RZ1831'LEDGE OF ROCK OUTCROP.  IT IS 1.5 FEET LOWER THAN THE STATION AND
 RZ1831'IS STAMPED EARL NO 1 1945.
 RZ1831'
 RZ1831'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 RZ1831'IN A BOULDER THAT PROJECTS 4 INCHES AND IS LEVEL WITH THE
 RZ1831'STATION.  THE MARK IS STAMPED EARL NO 2 1945.
 RZ1831'
 RZ1831'A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK DISK SET IN A DRILL
 RZ1831'HOLE IN A 2- BY 2-FOOT BOULDER THAT PROJECTS ABOUT 1 FOOT SERVES
 RZ1831'AS AN AZIMUTH MARK FOR THE STATION.  THE MARK IS 45 FEET NW OF
 RZ1831'THE CENTER LINE OF A DIRT ROAD AND IS STAMPED 818 FT GWM 39 1941.
 RZ1831'
 RZ1831'TO REACH THE STATION FROM THE POST OFFICE IN ASOTIN, GO E ON
 RZ1831'SECOND STREET FOR 0.7 MILE TO A ROAD RIGHT (S).  TURN RIGHT AND
 RZ1831'GO 0.2 MILE TO A ROAD LEFT (E).  TURN LEFT AND GO 0.25 MILE TO A
 RZ1831'ROAD RIGHT (S) ALONG THE W BANK OF THE SNAKE RIVER.  TURN RIGHT
 RZ1831'AND FOLLOW THE ROAD S ALONG THE SNAKE RIVER FOR 4.2 MILES TO A
 RZ1831'FORK AT THE MOUTH OF TEN MILE CREEK.  TAKE THE LEFT FORK (S)
 RZ1831'ACROSS TEN MILE CREEK AND GO 7.4 MILES TO A CONCRETE CULVERT OVER
 RZ1831'COUSE CREEK.  CONTINUE S ON ROAD ALONG THE SNAKE RIVER AND GO
 RZ1831'3.55 MILES TO A CATTLE GUARD AND AN OLD ROADBED VISIBLE ON
 RZ1831'THE RIGHT (W).  CONTINUE ALONG THE ROAD FOR 0.5 MILE TO THE
 RZ1831'END OF THE OLD ROADBED ON THE RIGHT AT THE MOUTH OF A STEEP
 RZ1831'WASH, AND END OF TRUCK TRAVEL.  PACK SW UP THE LEFT (SE)
 RZ1831'SIDE OF THE WASH TO THE SUMMIT OF A GRASSY RIDGE AND STATION
 RZ1831'SITE.  ABOUT A 45-MINUTE PACK.
 RZ1831'
 RZ1831'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL MENTIONED
 RZ1831'ABOVE, CONTINUE ALONG THE ROAD S FOR 1.1 MILES TO THE MARK ON THE
 RZ1831'RIGHT (NW) IN A PROTRUDING BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1885 ***********************************************************************
 TR1885  DESIGNATION -  EARLY
 TR1885  PID         -  TR1885
 TR1885  STATE/COUNTY-  WA/SKAGIT
 TR1885  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1885
 TR1885                         *CURRENT SURVEY CONTROL
 TR1885  ___________________________________________________________________
 TR1885* NAD 83(1991)-  48 33 28.82122(N)    122 31 34.58749(W)     ADJUSTED  
 TR1885* NAVD 88     -                                                        
 TR1885  ___________________________________________________________________
 TR1885  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 TR1885  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 TR1885
 TR1885  HORZ ORDER  -  THIRD
 TR1885
 TR1885.The horizontal coordinates were established by classical geodetic methods
 TR1885.and adjusted by the National Geodetic Survey in December 1991..
 TR1885
 TR1885
 TR1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1885
 TR1885.The geoid height was determined by GEOID03.
 TR1885
 TR1885;                    North         East     Units Scale Factor Converg.
 TR1885;SPC WA N     -   174,601.233   375,045.690   MT  0.99997175   -1 15 37.5
 TR1885;SPC WA N     -   572,837.55  1,230,462.40   sFT  0.99997175   -1 15 37.5
 TR1885;UTM  10      - 5,378,431.613   534,955.000   MT  0.99961501   +0 21 18.4
 TR1885
 TR1885                          SUPERSEDED SURVEY CONTROL
 TR1885
 TR1885  NAD 83(1986)-  48 33 28.82508(N)    122 31 34.59394(W) AD(       ) 4
 TR1885  NAD 27      -  48 33 29.43800(N)    122 31 29.99000(W) AD(       ) 3
 TR1885
 TR1885.Superseded values are not recommended for survey control.
 TR1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1885.See file dsdata.txt to determine how the superseded data were derived.
 TR1885
 TR1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3495578432(NAD 83)
 TR1885_MARKER: 11 = PILING
 TR1885
 TR1885  HISTORY     - Date     Condition        Report By
 TR1885  HISTORY     - 1939     FIRST OBSERVED   CGS
 TR1885  HISTORY     - 1951     MARK NOT FOUND   CGS
 TR1885  HISTORY     - 1955     MARK NOT FOUND   CGS
 TR1885
 TR1885                          STATION DESCRIPTION
 TR1885
 TR1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1885'IN PADILLA BAY, ABOUT 3/4 MILE S OF SAMISH ISLAND, A LONE PILE.  NOT
 TR1885'MARKED.
 TR1885
 TR1885                          STATION RECOVERY (1951)
 TR1885
 TR1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 TR1885'STATION NOT RECOVERED.  STATION COULD NOT BE IDENTIFIED AS THERE ARE
 TR1885'SEVERAL PILINGS IN THE AREA, ANY OF WHICH COULD BE THE STATION.
 TR1885
 TR1885                          STATION RECOVERY (1955)
 TR1885
 TR1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1885'STATION (PILE) IS LOST.  PILE WAS NOT SEEN DURING TIME OF MINUS TIDE
 TR1885'NOR DURING TIME HYGROGRAPHY WAS DONE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2002 ***********************************************************************
 TR2002  DESIGNATION -  EASEL
 TR2002  PID         -  TR2002
 TR2002  STATE/COUNTY-  WA/WHATCOM
 TR2002  USGS QUAD   -  LUMMI ISLAND (1994)
 TR2002
 TR2002                         *CURRENT SURVEY CONTROL
 TR2002  ___________________________________________________________________
 TR2002* NAD 83(1991)-  48 41 49.36949(N)    122 37 48.35917(W)     ADJUSTED  
 TR2002* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2002  ___________________________________________________________________
 TR2002  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 TR2002  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 TR2002
 TR2002  HORZ ORDER  -  THIRD
 TR2002
 TR2002.The horizontal coordinates were established by classical geodetic methods
 TR2002.and adjusted by the National Geodetic Survey in December 1991..
 TR2002
 TR2002.The orthometric height was scaled from a topographic map.
 TR2002
 TR2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2002
 TR2002.The geoid height was determined by GEOID03.
 TR2002
 TR2002;                    North         East     Units Scale Factor Converg.
 TR2002;SPC WA N     -   190,232.221   367,744.745   MT  0.99999338   -1 20 15.8
 TR2002;SPC WA N     -   624,120.21  1,206,509.22   sFT  0.99999338   -1 20 15.8
 TR2002;UTM  10      - 5,393,844.838   527,219.122   MT  0.99960910   +0 16 40.4
 TR2002
 TR2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2002!SPC WA N     -   1.00000308  x   0.99999338  =   0.99999646
 TR2002!UTM  10      -   1.00000308  x   0.99960910  =   0.99961218
 TR2002
 TR2002|---------------------------------------------------------------------|
 TR2002| PID    Reference Object                     Distance      Geod. Az  |
 TR2002|                                                           dddmmss.s |
 TR2002| CF8665 EASEL RM 2                           13.229 METERS 03232     |
 TR2002| TR1856 CANDY                               APPROX. 0.7 KM 1152323.5 |
 TR2002| CF8664 EASEL RM 1                           16.153 METERS 30345     |
 TR2002|---------------------------------------------------------------------|
 TR2002
 TR2002                          SUPERSEDED SURVEY CONTROL
 TR2002
 TR2002  NAD 83(1986)-  48 41 49.37123(N)    122 37 48.36196(W) AD(       ) 3
 TR2002  NAD 27      -  48 41 49.98900(N)    122 37 43.74000(W) AD(       ) 3
 TR2002
 TR2002.Superseded values are not recommended for survey control.
 TR2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2002.See file dsdata.txt to determine how the superseded data were derived.
 TR2002
 TR2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2721993845(NAD 83)
 TR2002_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2002_SETTING: 80 = SET IN A BOULDER
 TR2002_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TR2002
 TR2002  HISTORY     - Date     Condition        Report By
 TR2002  HISTORY     - 1956     MONUMENTED       CGS
 TR2002  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TR2002
 TR2002                          STATION DESCRIPTION
 TR2002
 TR2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (KBJ)
 TR2002'AT THE SOUTHERN END OF A GRASSY FIELD ON THE WESTERN SIDE OF
 TR2002'POINT FRANCES IN THE LUMMI INDIAN RESERVATION, AND ON THE EASTERN
 TR2002'SIDE OF HALE PASSAGE, 60 FEET INSHORE FROM THE HIGH WATER LINE
 TR2002'ABOUT 63 FEET SE OF THE SE END OF A SMALL WOODEN SHACK AND ABOUT
 TR2002'100 YARDS WEST OF AN ABANDONED FARM.  NORTH END OF ELIZA ID.
 TR2002'BEARS 120 DEG MAGNETIC.
 TR2002'
 TR2002'THE STATION IS MARKED WITH A STANDARD DISK STAMPED EASEL 1956
 TR2002'SET IN A DRILL HOLE IN A ROCK FLUSH WITH THE GROUND.
 TR2002'
 TR2002'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NO.1 AND BRAZED
 TR2002'TO THE TOP OF A 4 FOOT SECTION OF 1-1/2 INCH PIPE SET IN CONCRETE
 TR2002'AND PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 52.99 FEET NW OF
 TR2002'THE STATION AND 10.6 FEET SE OF THE SOUTHWEST CORNER OF AN
 TR2002'ABANDONED SHACK, ABOUT 25 FEET INSHORE FROM THE STORM HIGH WATER
 TR2002'LINE.
 TR2002'
 TR2002'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED NO.2 AND BRAZED
 TR2002'TO THE TOP OF A 4 FOOT SECTION OF 1-1/2 INCH PIPE SET IN CONCRETE
 TR2002'AND PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 43.395 FEET NE OF
 TR2002'THE STATION AND ABOUT 10 FEET SOUTHWEST OF THE EDGE OF A WAGON
 TR2002'TRAIL.
 TR2002
 TR2002                          STATION RECOVERY (1971)
 TR2002
 TR2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TR2002'THE FOLLOWING REPORT WAS RECEIVED FROM MAC LEAN SURVEYORS OF
 TR2002'BELLINGHAM, WASHINGTON--
 TR2002'
 TR2002'STATION MARK RECOVERED, FLUSH WITH THE GROUND.
 TR2002'
 TR2002'R.M. NO. 1 RECOVERED, PROJECTING 2 INCHES.
 TR2002'
 TR2002'R.M. NO. 2 DESTROYED, OUT OF GROUND AND OVERTURNED.
 TR2002'
 TR2002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR2002'6-1/2 MILES WEST-SOUTHWEST OF BELLINGHAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0902 ***********************************************************************
 SA0902  DESIGNATION -  EAST
 SA0902  PID         -  SA0902
 SA0902  STATE/COUNTY-  WA/WALLA WALLA
 SA0902  USGS QUAD   -  PASCO (1992)
 SA0902
 SA0902                         *CURRENT SURVEY CONTROL
 SA0902  ___________________________________________________________________
 SA0902* NAD 83(1991)-  46 12 21.83943(N)    119 01 39.03203(W)     ADJUSTED  
 SA0902* NAVD 88     -       109.985  (meters)     360.84   (feet)  ADJUSTED  
 SA0902  ___________________________________________________________________
 SA0902  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 SA0902  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SA0902  DYNAMIC HT  -         109.988 (meters)     360.85  (feet)  COMP
 SA0902  MODELED GRAV-     980,646.6   (mgal)                       NAVD 88
 SA0902
 SA0902  HORZ ORDER  -  SECOND
 SA0902  VERT ORDER  -  FIRST     CLASS II
 SA0902
 SA0902.The horizontal coordinates were established by classical geodetic methods
 SA0902.and adjusted by the National Geodetic Survey in December 1991..
 SA0902
 SA0902.The orthometric height was determined by differential leveling
 SA0902.and adjusted by the National Geodetic Survey in June 1991..
 SA0902
 SA0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA0902
 SA0902.The geoid height was determined by GEOID03.
 SA0902
 SA0902.The dynamic height is computed by dividing the NAVD 88
 SA0902.geopotential number by the normal gravity value computed on the
 SA0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0902.degrees latitude (g = 980.6199 gals.).
 SA0902
 SA0902.The modeled gravity was interpolated from observed gravity values.
 SA0902
 SA0902;                    North         East     Units Scale Factor Converg.
 SA0902;SPC WA S     -    98,064.525   613,626.010   MT  0.99993636   +1 04 10.6
 SA0902;SPC WA S     -   321,733.36  2,013,204.67   sFT  0.99993636   +1 04 10.6
 SA0902;UTM  11      - 5,118,941.328   343,590.450   MT  0.99990074   -1 27 49.7
 SA0902
 SA0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA0902!SPC WA S     -   0.99998617  x   0.99993636  =   0.99992253
 SA0902!UTM  11      -   0.99998617  x   0.99990074  =   0.99988691
 SA0902
 SA0902:                Primary Azimuth Mark                     Grid Az
 SA0902:SPC WA S     -  AINSWORTH                                314 15 33.1
 SA0902:UTM  11      -  AINSWORTH                                316 47 33.4
 SA0902
 SA0902|---------------------------------------------------------------------|
 SA0902| PID    Reference Object                     Distance      Geod. Az  |
 SA0902|                                                           dddmmss.s |
 SA0902| SA0892 AINSWORTH                           APPROX. 1.0 KM 3151943.7 |
 SA0902|---------------------------------------------------------------------|
 SA0902
 SA0902                          SUPERSEDED SURVEY CONTROL
 SA0902
 SA0902  NAD 83(1991)-  46 12 21.83989(N)    119 01 39.03145(W) AD(       ) 2
 SA0902  NAD 83(1986)-  46 12 21.84704(N)    119 01 39.02424(W) AD(       ) 2
 SA0902  NAD 27      -  46 12 22.35900(N)    119 01 34.99000(W) AD(       ) 2
 SA0902  NGVD 29 (??/??/92)  108.961  (m)          357.48   (f) ADJ UNCH    1 2
 SA0902
 SA0902.Superseded values are not recommended for survey control.
 SA0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0902.See file dsdata.txt to determine how the superseded data were derived.
 SA0902
 SA0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4359018941(NAD 83)
 SA0902_MARKER: DD = SURVEY DISK
 SA0902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0902_SP_SET: WALL
 SA0902_STAMPING: EAST 1941
 SA0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0902
 SA0902  HISTORY     - Date     Condition        Report By
 SA0902  HISTORY     - 1942     MONUMENTED       USE
 SA0902  HISTORY     - 1951     GOOD             NGS
 SA0902  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SA0902  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SA0902
 SA0902                          STATION DESCRIPTION
 SA0902
 SA0902'DESCRIBED BY US ENGINEERS 1942 (ANS)
 SA0902'THIS INTERSECTION STATION IS ABOUT 0.5 MILE E OF BURBANK, ABOUT
 SA0902'3.5 MILES SE OF PASCO, ON THE GRANITE ABUTMENT, ON THE NE SIDE OF
 SA0902'RAILROAD TRACK, AT THE SE END OF NORTHERN PACIFIC RAILWAY BRIDGE
 SA0902'OVER THE SNAKE RIVER.
 SA0902'
 SA0902'STATION MARK, STAMPED EAST 1941, IS A STANDARD U.S.E. BRONZE
 SA0902'DISK SET FLUSH IN THE TOP (CENTER) OF GRANITE ABUTMENT.
 SA0902'
 SA0902'NO OTHER MARKS ESTABLISHED.
 SA0902'
 SA0902'TO REACH FROM CROSS ROAD ON U.S. HIGHWAY 410 AT BURBANK, GO W
 SA0902'FOR 0.1 MILE TO A TRACK ROAD TO THE RIGHT, N.  TAKE TRACK ROAD
 SA0902'NW, ALONG E SIDE OF RAILROAD TRACK FOR 0.7 MILE TO RAILROAD
 SA0902'BRIDGE AND STATION.
 SA0902'
 SA0902'STATION IS IN THE CENTER OF THE TOP OF GRANITE ABUTMENT ON THE
 SA0902'SE APPROACH TO BRIDGE, 13.35 FEET N OF CENTER OF TRACKS.
 SA0902'
 SA0902'NOTE--STATION LOCATION IS IDENTICAL WITH OLD U.S. ARMY STATION
 SA0902'EAST BASE.
 SA0902
 SA0902                          STATION RECOVERY (1951)
 SA0902
 SA0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 SA0902'0.8 MI NW FROM BURBANK.
 SA0902'0.1 MILE NORTH ALONG OLD U. S. HIGHWAY 410 FROM THE POST OFFICE AT
 SA0902'BURBANK, THENCE 0.4 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.3 MILE
 SA0902'NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY, AT THE RAILROAD BRIDGE
 SA0902'(3) OVER THE SNAKE RIVER, AND SET IN THE TOP OF THE NORTHWEST CORNER
 SA0902'OF THE NORTHEAST GRANITE WING WALL, 25.5 FEET NORTHWEST OF THE EXTREME
 SA0902'SOUTHEAST END, 10.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.4 FEET
 SA0902'SOUTHEAST OF THE NORTHWEST END, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 SA0902
 SA0902                          STATION RECOVERY (1953)
 SA0902
 SA0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JEH)
 SA0902'(PREVIOUS DESCRIPTION IS ON PAGE 14)--COVERED WITH CONCRETE WHEN
 SA0902'PARAPET RAISED.
 SA0902
 SA0902                          STATION RECOVERY (1957)
 SA0902
 SA0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA0902'(PREVIOUS DESCRIPTIONS ARE ON PAGES 14 AND 17)--LOST.  THIS
 SA0902'STATION WAS NOT RECOVERED.  IT IS BELIEVED THAT IT WAS BURIED
 SA0902'WHEN A SLAB OF CONCRETE OF ABOUT 15 IN. THICK WAS POURED ON THE
 SA0902'OLD GRANITE ABUTMENT, WHEN THE RAILROAD BRIDGE WAS RAISED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2107 ***********************************************************************
 SY2107  DESIGNATION -  EAST
 SY2107  PID         -  SY2107
 SY2107  STATE/COUNTY-  WA/KING
 SY2107  USGS QUAD   -  RENTON (1994)
 SY2107
 SY2107                         *CURRENT SURVEY CONTROL
 SY2107  ___________________________________________________________________
 SY2107* NAD 83(1991)-  47 28 32.46615(N)    122 12 00.90074(W)     ADJUSTED  
 SY2107* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 SY2107  ___________________________________________________________________
 SY2107  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 SY2107  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 SY2107
 SY2107  HORZ ORDER  -  SECOND
 SY2107
 SY2107.The horizontal coordinates were established by classical geodetic methods
 SY2107.and adjusted by the National Geodetic Survey in December 1991..
 SY2107
 SY2107.The orthometric height was scaled from a topographic map.
 SY2107
 SY2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2107
 SY2107.The geoid height was determined by GEOID03.
 SY2107
 SY2107;                    North         East     Units Scale Factor Converg.
 SY2107;SPC WA N     -    53,802.843   396,969.007   MT  1.00000462   -1 01 03.7
 SY2107;SPC WA N     -   176,518.16  1,302,389.15   sFT  1.00000462   -1 01 03.7
 SY2107;UTM  10      - 5,258,337.427   560,259.538   MT  0.99964462   +0 35 21.9
 SY2107
 SY2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2107!SPC WA N     -   0.99999027  x   1.00000462  =   0.99999489
 SY2107!UTM  10      -   0.99999027  x   0.99964462  =   0.99963490
 SY2107
 SY2107:                Primary Azimuth Mark                     Grid Az
 SY2107:SPC WA N     -  RENTON PACIFIC CAR FOUNDRY TK            014 09 31.4
 SY2107:UTM  10      -  RENTON PACIFIC CAR FOUNDRY TK            012 33 05.8
 SY2107
 SY2107|---------------------------------------------------------------------|
 SY2107| PID    Reference Object                     Distance      Geod. Az  |
 SY2107|                                                           dddmmss.s |
 SY2107| SY2094 RENTON PACIFIC CAR FOUNDRY TK       APPROX. 1.7 KM 0130827.7 |
 SY2107| CE3992 EAST RM 1                             7.722 METERS 19914     |
 SY2107| CE3993 EAST RM 2                             9.590 METERS 35312     |
 SY2107|---------------------------------------------------------------------|
 SY2107
 SY2107                          SUPERSEDED SURVEY CONTROL
 SY2107
 SY2107  NAD 83(1986)-  47 28 32.45863(N)    122 12 00.90888(W) AD(       ) 2
 SY2107  NAD 27      -  47 28 33.10300(N)    122 11 56.47000(W) AD(       ) 2
 SY2107
 SY2107.Superseded values are not recommended for survey control.
 SY2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2107.See file dsdata.txt to determine how the superseded data were derived.
 SY2107
 SY2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6026058337(NAD 83)
 SY2107_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2107
 SY2107  HISTORY     - Date     Condition        Report By
 SY2107  HISTORY     - 1958     MONUMENTED       CGS
 SY2107  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY2107  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY2107  HISTORY     - 1969     SEE DESCRIPTION  WA-033
 SY2107  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 SY2107  HISTORY     - 1983     GOOD             USPSQD
 SY2107  HISTORY     - 1988     GOOD             USPSQD
 SY2107
 SY2107                          STATION DESCRIPTION
 SY2107
 SY2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SY2107'THE STATION IS LOCATED IN THE CITY OF RENTON ON THE TOP OF A
 SY2107'HIGH-CUT BANK AND ON THE E SIDE OF RENTON STREET.
 SY2107'
 SY2107'TO REACH THE STATION FROM THE POST OFFICE IN RENTON, GO NE ON WALLA
 SY2107'WALLA AVENUE FOR 0.1 MI. TO 3RD AVENUE, TURN RIGHT AND GO 0.15 MI.
 SY2107'ON 3RD AVENUE TO RENTON STREET, TURN RIGHT ON RENTON STREET AND GO
 SY2107'0.3 MI. TO A WOODEN STAIRWAY LEADING TO HOUSE NO. 524 AND THE
 SY2107'STATION ON THE LEFT.
 SY2107'
 SY2107'THE STATION MARK IS A STANDARD DISK, STAMPED EAST 1958 AND SET IN
 SY2107'THE TOP OF A 12- BY 12-IN. CONCRETE POST WHICH PROJECTS 2 IN. ABOVE
 SY2107'THE SURFACE OF THE GROUND (NOTES 1A AND 7A).  IT IS 50 FT. E OF
 SY2107'THE CENTER OF RENTON STREET, 46 FT. W OF THE W SIDE OF HOUSE NO.
 SY2107'524, 9 FT. S OF A WOODEN STAIRWAY LEADING UP FROM THE STREET AND 6
 SY2107'FT. E OF THE EDGE OF THE BANK.
 SY2107'
 SY2107'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EAST NO 1 1958 AND SET
 SY2107'IN THE TOP OF A 12- BY 12-IN. CONCRETE POST WHICH PROJECTS 2 IN.
 SY2107'ABOVE THE SURFACE OF THE GROUND (NOTE 11A).  IT IS 50 FT. W OF THE SW
 SY2107'CORNER OF HOUSE NO. 524, 46 FT. E OF THE CENTER OF RENTON STREET
 SY2107'AND 4 FT. E OF THE EDGE OF THE BANK.
 SY2107'
 SY2107'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EAST NO 2 1958 AND
 SY2107'SET IN THE TOP OF A 12- BY 12-IN. CONCRETE POST WHICH IS SET FLUSH
 SY2107'WITH THE SURFACE OF THE GROUND (NOTE 11A).  IT IS 53 FT. W OF THE NW
 SY2107'CORNER OF HOUSE NO. 524, 47 FT. E OF THE CENTER OF RENTON STREET
 SY2107'AND 18 FT. N OF A WOODEN STAIRWAY.
 SY2107
 SY2107                          STATION RECOVERY (1963)
 SY2107
 SY2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2107'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE WOODEN STEPS
 SY2107'ARE GONE, AND THE LAWN MAY HAVE BEEN TERRACED.  THE STATION IS ON
 SY2107'THE LOWER TERRACE, WHICH IS NOT IN LAWN, BUT SHOWS EVIDENCE OF RECENT
 SY2107'CULTIVATION.  THE STATION MARK AND REFERENCE MARK NO. 1 WERE COVERED
 SY2107'OVER WITH DIRT.  THE STATION MARK IS 23 FEET NORTH OF THE
 SY2107'PROLONGATION OF THE SOUTH SIDE OF THE HOUSE, (NOT PATIO), AND 25
 SY2107'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BOTTOM ROCK STEP
 SY2107'WHICH IS ABOUT 15 FEET WEST OF THE BACK DOOR OF THE HOUSE.
 SY2107'REFERENCE MARK NO. 1 IS 42 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 SY2107'THE SAME STEP AND 2.2 FEET SOUTH OF THE PROLONGATION OF THE SOUTH
 SY2107'SIDE OF THE HOUSE.  REFERENCE MARK NO. 2 IS 53 FEET NORTH OF THE
 SY2107'PROLONGATION OF THE SOUTH SIDE OF THE HOUSE AND 42 FEET NORTHWEST OF
 SY2107'THE SOUTHWEST CORNER OF THE STEP REFERRED TO ABOVE.
 SY2107
 SY2107                          STATION RECOVERY (1967)
 SY2107
 SY2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY2107'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1963 RECOVERY NOTE
 SY2107'BY M.E.W.
 SY2107'
 SY2107'IT IS DIFFICULT TO CLIMB THE BANK TO THE STATION, WITH THE WOODEN
 SY2107'STEPS GONE.  STATION CAN BE REACHED BY GOING WEST ON THE DRIVEWAY
 SY2107'BETWEEN HOUSES 527 AND 531 ON GRANT STREET, TO THE REAR OF HOUSE
 SY2107'NO. 524 WHICH FACES RENTON STREET, WALK AROUND TO THE WEST SIDE OF
 SY2107'THE HOUSE AND THE STATION.
 SY2107
 SY2107                          STATION RECOVERY (1969)
 SY2107
 SY2107'RECOVERY NOTE BY KING COUNTY WASHINGTON 1969
 SY2107'STATION AND BOTH REFERENCE MARKS RECOVERED IN APPARENT GOOD
 SY2107'CONDITION.
 SY2107'
 SY2107'IN YARD OF J. A. OVERMAN RESIDENCE AT 524 RENTON AVE. S., ON WEST
 SY2107'SIDE OF HOUSE, ON LOWER TERRACE OUTSIDE LAWN, AT TOP OF HIGH BANK
 SY2107'ABOVE RENTON AVE., 57.5 FEET SOUTHWEST OF NORTHWEST CORNER OF
 SY2107'HOUSE, 46.5 FEET NORTHWEST OF SOUTHWEST CORNER OF HOUSE.  THE
 SY2107'WOODEN STAIRWAY NO LONGER EXISTS.
 SY2107'
 SY2107'REFERENCE MARK NO. 1 IS 41.4 FEET WEST OF SOUTHWEST CORNER OF HOUSE,
 SY2107'78.8 FEET SOUTHWEST OF NORTHWEST CORNER OF HOUSE, 0.26 FEET LOWER
 SY2107'THAN STATION.  THE MEASURED DIRECTION TO THIS REFERENCE MARK IS NOT
 SY2107'IN AGREEMENT WITH USC AND GS PUBLISHED DATA.
 SY2107'
 SY2107'REFERENCE MARK NO. 2 IS 55.2 FEET WEST OF NORTHWEST CORNER OF HOUSE,
 SY2107'74.9 FEET NORTHWEST OF SOUTHWEST CORNER OF HOUSE, 3.30 FEET LOWER
 SY2107'THAN STATION.
 SY2107'
 SY2107'REFERENCE MARKS ARE USC AND GS STANDARD REFERENCE MARK DISKS
 SY2107'STAMPED EAST NO 1 1958 AND EAST NO 2 1958, IN CONCRETE POSTS FLUSH
 SY2107'WITH SURFACE.
 SY2107'
 SY2107'TO REACH FROM RENTON CITY CENTER GO NORTHEAST ON HOUSER WAY S.
 SY2107'(ALONG RAILROAD TRACK), STAY IN RIGHT LANE, 1/2 BLOCK AFTER CROSSING
 SY2107'MAIN AVE. S. BEAR RIGHT ON S. 3RD ST., PASS UNDER FREEWAY AND
 SY2107'CONTINUE UP HILL TO END OF STREET AT RENTON AVE. S., THENCE RIGHT
 SY2107'ON RENTON AVE. S. FOR 0.3 MI. (STATION IS AT TOP OF BANK TO LEFT AT
 SY2107'THIS POINT), CONTINUE SOUTH ON RENTON AVE. S. FOR 0.1 MI. TO S. 7TH
 SY2107'ST., THENCE LEFT 1 BLOCK TO GRANT AVE. S., THENCE LEFT 0.1 MI. TO
 SY2107'DRIVEWAY BETWEEN HOUSES NO. 527 AND 531 GRANT AVE. S., THENCE LEFT
 SY2107'IN DRIVEWAY AND CONTINUE TO END.  WALK THROUGH YARD OF HOUSE NO. 524
 SY2107'(TO RIGHT OF DRIVEWAY) TO STATION ON WEST SIDE OF HOUSE.
 SY2107
 SY2107                          STATION RECOVERY (1972)
 SY2107
 SY2107'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (RDT)
 SY2107'EAST 1958 GOOD
 SY2107'
 SY2107'RECOVERY NOTE IS ADEQUATE.
 SY2107
 SY2107                          STATION RECOVERY (1983)
 SY2107
 SY2107'RECOVERY NOTE BY US POWER SQUADRON 1983 (GCS)
 SY2107'EAST 1958 RECOVERED GOOD.
 SY2107'
 SY2107'RECOVERED IN PERFECT CONDITION AS DESCRIBED.
 SY2107'
 SY2107'RM 1 RECOVERED GOOD.
 SY2107'
 SY2107'RM 2 RECOVERED GOOD.
 SY2107'
 SY2107'BEAUTIFUL STATION.
 SY2107
 SY2107                          STATION RECOVERY (1988)
 SY2107
 SY2107'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2635 ***********************************************************************
 RC2635  DESIGNATION -  EAST
 RC2635  PID         -  RC2635
 RC2635  STATE/COUNTY-  WA/KLICKITAT
 RC2635  USGS QUAD   -  WISHRAM (1994)
 RC2635
 RC2635                         *CURRENT SURVEY CONTROL
 RC2635  ___________________________________________________________________
 RC2635* NAD 83(1991)-  45 40 09.26215(N)    120 55 53.35734(W)     ADJUSTED  
 RC2635* NAVD 88     -       370.1    (meters)    1214.     (feet)  VERTCON   
 RC2635  ___________________________________________________________________
 RC2635  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 RC2635  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RC2635
 RC2635  HORZ ORDER  -  SECOND
 RC2635
 RC2635.The horizontal coordinates were established by classical geodetic methods
 RC2635.and adjusted by the National Geodetic Survey in December 1991..
 RC2635
 RC2635.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2635
 RC2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2635
 RC2635.The geoid height was determined by GEOID03.
 RC2635
 RC2635;                    North         East     Units Scale Factor Converg.
 RC2635;SPC WA S     -    37,428.586   466,375.685   MT  1.00004123   -0 18 48.4
 RC2635;SPC WA S     -   122,796.95  1,530,100.89   sFT  1.00004123   -0 18 48.4
 RC2635;UTM  10      - 5,059,379.689   661,120.583   MT  0.99991917   +1 28 47.9
 RC2635
 RC2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2635!SPC WA S     -   0.99994532  x   1.00004123  =   0.99998655
 RC2635!UTM  10      -   0.99994532  x   0.99991917  =   0.99986450
 RC2635
 RC2635:                Primary Azimuth Mark                     Grid Az
 RC2635:SPC WA S     -  SOUTH                                    186 11 14.8
 RC2635:UTM  10      -  SOUTH                                    184 23 38.5
 RC2635
 RC2635|---------------------------------------------------------------------|
 RC2635| PID    Reference Object                     Distance      Geod. Az  |
 RC2635|                                                           dddmmss.s |
 RC2635| RC2637 SOUTH                               APPROX. 3.9 KM 1855226.4 |
 RC2635| RC2636 FALLBRIDGE STANDPIPE                APPROX. 3.1 KM 2422954.0 |
 RC2635|---------------------------------------------------------------------|
 RC2635
 RC2635                          SUPERSEDED SURVEY CONTROL
 RC2635
 RC2635  NAD 83(1991)-  45 40 09.26219(N)    120 55 53.35733(W) AD(       ) 2
 RC2635  NAD 83(1986)-  45 40 09.27435(N)    120 55 53.35111(W) AD(       ) 2
 RC2635  NAD 27      -  45 40 09.82600(N)    120 55 49.11000(W) AD(       ) 2
 RC2635  NGVD 29 (07/19/86)  369.1    (m)         1211.     (f) VERT ANG       
 RC2635
 RC2635.Superseded values are not recommended for survey control.
 RC2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2635.See file dsdata.txt to determine how the superseded data were derived.
 RC2635
 RC2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR6112159380(NAD 83)
 RC2635_MARKER: Z = SEE DESCRIPTION
 RC2635_SETTING: 0 = UNSPECIFIED SETTING
 RC2635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2635
 RC2635  HISTORY     - Date     Condition        Report By
 RC2635  HISTORY     - 1916     MONUMENTED       CGS
 RC2635  HISTORY     - 1959     MARK NOT FOUND   CGS
 RC2635
 RC2635                          STATION DESCRIPTION
 RC2635
 RC2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2635'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE GEOGRAPHIC
 RC2635'POSITION OF THE STATION WAS PLOTED ON A U.S. GEOLOGICAL SURVEY,
 RC2635'WISHRAM QUADRANGLE MAP AND THEN TRANSFERED TO A 1--10,000 RATIO
 RC2635'PRINT PHOTOGRAPH OF THE AREA.  WITH THIS INFORMATION, A ONE HOUR
 RC2635'SEARCH WAS MADE IN THE AREA.  NO SIGN OF THE STATION WAS FOUND.
 RC2635'THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1101 ***********************************************************************
 TR1101  DESIGNATION -  EAST 2
 TR1101  PID         -  TR1101
 TR1101  STATE/COUNTY-  WA/ISLAND
 TR1101  USGS QUAD   -  LANGLEY (1968)
 TR1101
 TR1101                         *CURRENT SURVEY CONTROL
 TR1101  ___________________________________________________________________
 TR1101* NAD 83(1991)-  48 05 49.06187(N)    122 29 29.52898(W)     ADJUSTED  
 TR1101* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1101  ___________________________________________________________________
 TR1101  LAPLACE CORR-          -8.43  (seconds)                    DEFLEC99
 TR1101  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 TR1101
 TR1101  HORZ ORDER  -  THIRD
 TR1101
 TR1101.The horizontal coordinates were established by classical geodetic methods
 TR1101.and adjusted by the National Geodetic Survey in December 1991..
 TR1101
 TR1101.The orthometric height was scaled from a topographic map.
 TR1101
 TR1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1101
 TR1101.The geoid height was determined by GEOID03.
 TR1101
 TR1101;                    North         East     Units Scale Factor Converg.
 TR1101;SPC WA N     -   123,293.191   376,504.788   MT  0.99994232   -1 14 04.4
 TR1101;SPC WA N     -   404,504.41  1,235,249.46   sFT  0.99994232   -1 14 04.4
 TR1101;UTM  10      - 5,327,202.225   537,857.960   MT  0.99961761   +0 22 42.4
 TR1101
 TR1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1101!SPC WA N     -   1.00000327  x   0.99994232  =   0.99994558
 TR1101!UTM  10      -   1.00000327  x   0.99961761  =   0.99962087
 TR1101
 TR1101|---------------------------------------------------------------------|
 TR1101| PID    Reference Object                     Distance      Geod. Az  |
 TR1101|                                                           dddmmss.s |
 TR1101| TR1102 EAST POINT LIGHT                      2.522 METERS 07337     |
 TR1101| CF8666 EAST 2 RM 1                          18.737 METERS 16341     |
 TR1101| CF8667 EAST 2 RM 2                          19.873 METERS 22955     |
 TR1101| TR1497 HACKNEY                             APPROX. 2.8 KM 2761129.8 |
 TR1101|---------------------------------------------------------------------|
 TR1101
 TR1101                          SUPERSEDED SURVEY CONTROL
 TR1101
 TR1101  NAD 83(1986)-  48 05 49.06159(N)    122 29 29.53163(W) AD(       ) 3
 TR1101  NAD 27      -  48 05 49.72400(N)    122 29 24.97400(W) AD(       ) 3
 TR1101
 TR1101.Superseded values are not recommended for survey control.
 TR1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1101.See file dsdata.txt to determine how the superseded data were derived.
 TR1101
 TR1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3785827202(NAD 83)
 TR1101_MARKER: DS = TRIANGULATION STATION DISK
 TR1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1101
 TR1101  HISTORY     - Date     Condition        Report By
 TR1101  HISTORY     - 1924     MONUMENTED       CGS
 TR1101  HISTORY     - 1944     GOOD             CGS
 TR1101  HISTORY     - 1956     GOOD             CGS
 TR1101  HISTORY     - 1960     GOOD             CGS
 TR1101
 TR1101                          STATION DESCRIPTION
 TR1101
 TR1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 TR1101'STATION IS LOCATED ON THE FIRST PROMINENT POINT N OF ENTRANCE TO
 TR1101'SARATOGA PASSAGE, AND IS ON THE W SHORE OF SARATOGA PASSAGE.  THE
 TR1101'STATION IS ABOUT 2 MILES DUE E OF HACKNEY ISLAND.  THE STATION
 TR1101'MARK IS ON A LONG GRASSY POINT, AND IS ABOUT 25 FEET FROM THE
 TR1101'HIGH-WATER MARK ON ALL SIDES.
 TR1101'
 TR1101'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR1101'CONCRETE.
 TR1101
 TR1101                          STATION RECOVERY (1944)
 TR1101
 TR1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (CP)
 TR1101'ALL MARKS ARE IN GOOD CONDITION.
 TR1101'
 TR1101'STATION IS ON THE E SIDE OF WHIDBEY ISLAND, AT ENTRANCE TO
 TR1101'SARATOGA PASSAGE, ON EAST POINT, THE LOW SANDY POINT 1-1/2 MILES
 TR1101'E OF HACKNEY ISLAND.  IT IS 24.8 METERS BACK FROM HIGH WATER AT
 TR1101'THE EXTREME END OF THE POINT AND 8.3 FEET NW OF EAST POINT LIGHT.
 TR1101'
 TR1101'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A LARGE
 TR1101'CONCRETE MONUMENT, STAMPED EAST 2 1924.
 TR1101'
 TR1101'TWO REFERENCE-MARK DISKS ARE SET IN SIMILAR MONUMENTS AND ARE
 TR1101'STAMPED NO 1 1924 AND NO 2 1924 RESPECTIVELY.
 TR1101
 TR1101                          STATION RECOVERY (1956)
 TR1101
 TR1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSH)
 TR1101'LOCATED ON EAST POINT, WHIDBEY ISLAND, ALONG THE W SHORE OF
 TR1101'SARATOGA PASSAGE (A LOW GRASSY POINT ALSO HEAVILY COVERED WITH
 TR1101'DRIFT).  ALL MARKS RECOVERED ARE IN EXCELLENT CONDITION, WITH
 TR1101'EARLIER DESCRIPTIONS ADEQUATE WITH FOLLOWING CORRECTION.  STATION
 TR1101'MARK IS STAMPED EAST 1924 WITH NO NUMBER 2 UPON
 TR1101'IT.  REFERENCE MARKS ARE STAMPED EAST 1 1924 AND EAST
 TR1101'2 1924 RESPECTIVELY.
 TR1101'
 TR1101'EAST POINT LIGHT IS 8.28 FT. N 73 DEG 36 MIN E.
 TR1101'FROM EAST 2, AND ABOUT 3 FT. FROM PILING UNDER THE NW CORNER OF THE
 TR1101'LIGHT STRUCTURE.
 TR1101
 TR1101                          STATION RECOVERY (1960)
 TR1101
 TR1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1101'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1101'CONDITION AS DESCRIBED IN THE RECOVERY NOTES BY C.P. IN 1944 AND
 TR1101'BY L.S.H. IN 1956.
 TR1101'
 TR1101'THE STATION IS A STANDARD STATION DISK STAMPED EAST 1924 SET IN
 TR1101'TOP OF A CONCRETE MONUMENT WHICH IS 2.7 FEET NORTHWEST OF THE
 TR1101'NORTHWEST CORNER OF THE EAST POINT LIGHT STRUCTURE.
 TR1101'
 TR1101'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED EAST 1 1924
 TR1101'SET IN TOP OF A CONCRETE MONUMENT WHICH IS 18.733 M (61.46 FT)
 TR1101'FROM THE STATION, 86.2 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER
 TR1101'OF A HOUSE, 56.7 FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE LIGHT
 TR1101'STRUCTURE, AT THE STORM HIGH WATERLINE AND PROJECTS 4 INCHES.
 TR1101'
 TR1101'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED EAST 2 1924
 TR1101'SET IN TOP OF A CONCRETE MONUMENT WHICH IS 19.872 M (65.20 FT)
 TR1101'FROM THE STATION, 67.6 FT. WEST NORTHWEST OF THE NORTHWEST CORNER
 TR1101'OF THE LIGHT STRUCTURE AND IS FLUSH WITH THE FILL.
 TR1101'
 TR1101'DISTANCES TO THE REFERENCE MARKS WERE MEASURED HORIZONTALLY WITH
 TR1101'A STEEL TAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1409 ***********************************************************************
 SW1409  DESIGNATION -  EAST AXIS
 SW1409  PID         -  SW1409
 SW1409  STATE/COUNTY-  WA/OKANOGAN
 SW1409  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW1409
 SW1409                         *CURRENT SURVEY CONTROL
 SW1409  ___________________________________________________________________
 SW1409* NAD 83(1991)-  47 57 26.54074(N)    118 58 19.69269(W)     ADJUSTED  
 SW1409* NAVD 88     -       452.     (meters)    1483.     (feet)  SCALED    
 SW1409  ___________________________________________________________________
 SW1409  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 SW1409  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SW1409
 SW1409  HORZ ORDER  -  SECOND
 SW1409
 SW1409.The horizontal coordinates were established by classical geodetic methods
 SW1409.and adjusted by the National Geodetic Survey in December 1991..
 SW1409
 SW1409.The orthometric height was scaled from a topographic map.
 SW1409
 SW1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1409
 SW1409.The geoid height was determined by GEOID03.
 SW1409
 SW1409;                    North         East     Units Scale Factor Converg.
 SW1409;SPC WA N     -   108,123.248   638,985.792   MT  0.99994616   +1 23 08.5
 SW1409;SPC WA N     -   354,734.36  2,096,405.89   sFT  0.99994616   +1 23 08.5
 SW1409;UTM  11      - 5,313,444.483   352,769.270   MT  0.99986636   -1 27 53.5
 SW1409
 SW1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1409!SPC WA N     -   0.99993220  x   0.99994616  =   0.99987837
 SW1409!UTM  11      -   0.99993220  x   0.99986636  =   0.99979857
 SW1409
 SW1409|---------------------------------------------------------------------|
 SW1409| PID    Reference Object                     Distance      Geod. Az  |
 SW1409|                                                           dddmmss.s |
 SW1409| CF1439 FERRY RM                                           21727     |
 SW1409| CF1893 BALDY RM                                           24038     |
 SW1409| SW1408 WEST AXIS                           APPROX. 1.4 KM 2575813.3 |
 SW1409| SW1417 MIDBASE                             328.544 METERS 31814     |
 SW1409|---------------------------------------------------------------------|
 SW1409
 SW1409                          SUPERSEDED SURVEY CONTROL
 SW1409
 SW1409  NAD 83(1986)-  47 57 26.55149(N)    118 58 19.69010(W) AD(       ) 2
 SW1409  NAD 27      -  47 57 27.00200(N)    118 58 15.61500(W) AD(       ) 2
 SW1409
 SW1409.Superseded values are not recommended for survey control.
 SW1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1409.See file dsdata.txt to determine how the superseded data were derived.
 SW1409
 SW1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP5276913444(NAD 83)
 SW1409_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1409_SETTING: 66 = SET IN ROCK OUTCROP
 SW1409_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SW1409
 SW1409  HISTORY     - Date     Condition        Report By
 SW1409  HISTORY     - 1933     MONUMENTED       BOR
 SW1409  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1409  HISTORY     - 1951     SEE DESCRIPTION  BPA
 SW1409  HISTORY     - 1963     SEE DESCRIPTION  BPA
 SW1409
 SW1409                          STATION DESCRIPTION
 SW1409
 SW1409'DESCRIBED BY US BUREAU OF RECLAMATION 1933 (CMB)
 SW1409'STATION MARKS THE E END OF THE GRAND COULEE DAM AXIS, AND IS ON
 SW1409'THE HIGHEST POINT OF A 50-FOOT GRANITE OUTCROP.
 SW1409'
 SW1409'STATION AND REFERENCE MARKS 1 AND 2 ARE BRONZE DISKS SET ACCORDING
 SW1409'TO NOTES 3, 12B, AND 12B, RESPECTIVELY.
 SW1409
 SW1409                          STATION RECOVERY (1947)
 SW1409
 SW1409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1409'STATION AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 SW1409'DISTANCES TO THE REFERENCE MARKS FROM THE STATION WERE MEASURED
 SW1409'AND VERIFIED.  A MORE COMPLETE DESCRIPTION FOLLOWS--
 SW1409'
 SW1409'STATION IS LOCATED ON THE E PROLONGATION OF THE AXIS OF THE
 SW1409'GRAND COULEE DAM, AT THE N END OF A 50-FOOT GRANITE OUTCROP, AND
 SW1409'IS ON ITS HIGHEST POINT.
 SW1409'
 SW1409'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK, STAMPED
 SW1409'EAST AXIS 1933, AND IS SET IN ACCORDANCE WITH NOTE 3.
 SW1409'
 SW1409'R.M. 1 IS SE OF THE STATION, ON THE SW END OF A GRANITE
 SW1409'RIDGE.  IT IS A STANDARD U.S.B.R. REFERENCE-MARK DISK, STAMPED
 SW1409'EAST AXIS RM NO 1 1933, AND IS SET IN ACCORDANCE WITH NOTE 12B.
 SW1409'
 SW1409'R.M. 2 IS NE OF THE STATION, AT THE NE END OF A SMALL GRANITE
 SW1409'OUTCROP.  IT IS A STANDARD U.S.B.R. REFERENCE-MARK DISK, STAMPED
 SW1409'EAST AXIS RM NO 2 1933, AND IS SET IN ACCORDANCE WITH NOTE 12B.
 SW1409
 SW1409                          STATION RECOVERY (1951)
 SW1409
 SW1409'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1951 (CER)
 SW1409'STATION WAS FOUND AS DESCRIBED.  ALL MARKS WERE FOUND TO BE IN
 SW1409'GOOD CONDITION, DESCRIPTION IS ADEQUATE.
 SW1409
 SW1409                          STATION RECOVERY (1963)
 SW1409
 SW1409'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1963
 SW1409'FROM THE EAST END OF THE DAM GO SOUTH 0.1 MILE TO A DIRT ROAD
 SW1409'LEFT, JUST SOUTH OF GATE.  TURN LEFT ON DIRT ROAD AND GO 0.4 MILE
 SW1409'TO WATER TANK AND END OF TRAVEL.  PACK WESTERLY DOWN HILL TO THE
 SW1409'LEDGE ABOVE THE EAST END OF THE DAM AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0778 ***********************************************************************
 TR0778  DESIGNATION -  EAST BASE
 TR0778  PID         -  TR0778
 TR0778  STATE/COUNTY-  WA/CLALLAM
 TR0778  USGS QUAD   -  EDIZ HOOK (1978)
 TR0778
 TR0778                         *CURRENT SURVEY CONTROL
 TR0778  ___________________________________________________________________
 TR0778* NAD 83(1998)-  48 08 26.01673(N)    123 24 14.62475(W)     ADJUSTED  
 TR0778* NAVD 88     -         3.152  (meters)      10.34   (feet)  ADJUSTED  
 TR0778  ___________________________________________________________________
 TR0778  X           -  -2,347,545.790 (meters)                     COMP
 TR0778  Y           -  -3,559,690.847 (meters)                     COMP
 TR0778  Z           -   4,727,307.465 (meters)                     COMP
 TR0778  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 TR0778  ELLIP HEIGHT-         -16.83  (meters)          (06/17/02) GPS OBS
 TR0778  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 TR0778  DYNAMIC HT  -           3.153 (meters)      10.34  (feet)  COMP
 TR0778  MODELED GRAV-     980,883.3   (mgal)                       NAVD 88
 TR0778
 TR0778  HORZ ORDER  -  SECOND
 TR0778  VERT ORDER  -  FIRST     CLASS I
 TR0778  ELLP ORDER  -  FOURTH    CLASS I
 TR0778
 TR0778.The horizontal coordinates were established by classical geodetic methods
 TR0778.and adjusted by the National Geodetic Survey in June 2002..
 TR0778.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR0778.DATUM ITEM on the data sheet items page.
 TR0778
 TR0778.The orthometric height was determined by differential leveling
 TR0778.and adjusted by the National Geodetic Survey in June 1991..
 TR0778
 TR0778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR0778
 TR0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0778
 TR0778.The ellipsoidal height was determined by GPS observations
 TR0778.and is referenced to NAD 83.
 TR0778
 TR0778.The geoid height was determined by GEOID03.
 TR0778
 TR0778.The dynamic height is computed by dividing the NAVD 88
 TR0778.geopotential number by the normal gravity value computed on the
 TR0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0778.degrees latitude (g = 980.6199 gals.).
 TR0778
 TR0778.The modeled gravity was interpolated from observed gravity values.
 TR0778
 TR0778;                    North         East     Units Scale Factor Converg.
 TR0778;SPC WA N     -   130,005.239   308,726.743   MT  0.99994233   -1 54 50.3
 TR0778;SPC WA N     -   426,525.52  1,012,880.99   sFT  0.99994233   -1 54 50.3
 TR0778;UTM  10      - 5,332,002.041   469,940.754   MT  0.99961110   -0 18 03.4
 TR0778
 TR0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0778!SPC WA N     -   1.00000264  x   0.99994233  =   0.99994497
 TR0778!UTM  10      -   1.00000264  x   0.99961110  =   0.99961374
 TR0778
 TR0778|---------------------------------------------------------------------|
 TR0778| PID    Reference Object                     Distance      Geod. Az  |
 TR0778|                                                           dddmmss.s |
 TR0778| TR2733 EAST BASE RM 1                       11.994 METERS 00844     |
 TR0778| TR0779 944 4122 TIDAL 6                     10.196 METERS 06557     |
 TR0778| TR2734 EAST BASE RM 2                       21.450 METERS 10607     |
 TR0778| TR2718 TUCKER RESET                        121.539 METERS 13120     |
 TR0778| TR2406 SURGE                               APPROX. 2.8 KM 1914930.7 |
 TR0778| TR2439 EDIZ HOOK LIGHTHOUSE                420.441 METERS 2660906.5 |
 TR0778|---------------------------------------------------------------------|
 TR0778
 TR0778                          SUPERSEDED SURVEY CONTROL
 TR0778
 TR0778  NAD 83(1991)-  48 08 26.01410(N)    123 24 14.62653(W) AD(       ) 2
 TR0778  ELLIP H (12/09/91)  -16.61   (m)                       GP(       ) 4 1
 TR0778  NAD 83(1986)-  48 08 26.01288(N)    123 24 14.63550(W) AD(       ) 2
 TR0778  NAD 27      -  48 08 26.67943(N)    123 24 09.96136(W) AD(       ) 2
 TR0778  NGVD 29 (??/??/92)    2.026  (m)            6.65   (f) ADJ UNCH    1 1
 TR0778
 TR0778.Superseded values are not recommended for survey control.
 TR0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0778.See file dsdata.txt to determine how the superseded data were derived.
 TR0778
 TR0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6994132002(NAD 83)
 TR0778_MARKER: H = DRILL HOLE
 TR0778_SETTING: 80 = SET IN A BOULDER
 TR0778_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0778+STABILITY: SURFACE MOTION
 TR0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0778+SATELLITE: SATELLITE OBSERVATIONS - 1988
 TR0778
 TR0778  HISTORY     - Date     Condition        Report By
 TR0778  HISTORY     - 1892     MONUMENTED       CGS
 TR0778  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TR0778  HISTORY     - 1940     SEE DESCRIPTION  LOCENG
 TR0778  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR0778  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TR0778  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR0778  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR0778  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TR0778  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TR0778  HISTORY     - 1974     GOOD             NGS
 TR0778  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TR0778  HISTORY     - 1979     GOOD             NGS
 TR0778  HISTORY     - 1988     GOOD             NGS
 TR0778  HISTORY     - 1989     GOOD             USPSQD
 TR0778  HISTORY     - 19910716 GOOD             USPSQD
 TR0778
 TR0778                          STATION DESCRIPTION
 TR0778
 TR0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (HCW)
 TR0778'THIS STATION IS A BOULDER BURIED ABOUT ONE FOOT BELOW THE SURFACE
 TR0778'OF THE GROUND WITH A 3/4-INCH DRILL HOLE IN THE TOP.  IT IS ABOUT
 TR0778'TEN FEET SW OF THE NEW LIGHTHOUSE AND IS IN GOOD CONDITION.
 TR0778
 TR0778                          STATION RECOVERY (1940)
 TR0778
 TR0778'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (FTS)
 TR0778'STATION RECOVERED IN GOOD CONDITION.  IT IS 17.6 METERS W OF THE
 TR0778'SW CORNER OF THE NEW EDIZ HOOK LIGHTHOUSE INSTEAD OF 10 FEET AS
 TR0778'STATED IN THE 1921 RECOVERY NOTE.  IT IS 121.95 METERS WNW FROM
 TR0778'STATION TUCKER.
 TR0778
 TR0778                          STATION RECOVERY (1942)
 TR0778
 TR0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR0778'AS STATED IN THE RECOVERY BY F.B.T.S. IN 1940 THE MARK IS 17.6
 TR0778'METERS W OF SW CORNER OF THE NEW EDIZ HOOK LIGHTHOUSE, INSTEAD OF 10
 TR0778'FEET AS STATED IN 1921 RECOVERY NOTE.  IT WAS FOUND TO BE 121.595
 TR0778'METERS WNW FROM STATION TUCKER INSTEAD OF 121.95 METERS AS GIVEN
 TR0778'IN RECOVERY NOTE.  THE 1940 LIST OF POSITIONS SHOWS THIS DISTANCE
 TR0778'TO BE 121.595 ALSO.  A NEW DESCRIPTION INCORPORATING THESE
 TR0778'CHANGES FOLLOWS--
 TR0778'
 TR0778'OUT NEAR THE END OF EDIZ HOOK, 17.6 METERS W OF THE SW CORNER OF
 TR0778'THE NEW EDIZ HOOK LIGHTHOUSE.  MARK IS A 3/4-INCH DRILL HOLE IN
 TR0778'THE TOP OF A BOULDER BURIED ABOUT 1 FOOT UNDERGROUND.
 TR0778
 TR0778                          STATION RECOVERY (1948)
 TR0778
 TR0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JCP)
 TR0778'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 TR0778'FOLLOWS--
 TR0778'
 TR0778'STATION IS 121.59 METERS NW OF STATION TUCKER, 197 FEET NW OF
 TR0778'THE NW CORNER OF A CONCRETE BUILDING JUST NW OF THE SMALLER OF THE
 TR0778'TWO LIGHTKEEPERS HOUSES, 178 FEET E OF THE E EDGE OF THE AIRFIELD
 TR0778'RUNWAY, AND 8.45 METERS SW OF THE SW CORNER OF A CONCRETE
 TR0778'FLOODLIGHT FOUNDATION.  AN 8-INCH POINTED POST, PROTRUDING 18
 TR0778'INCHES ABOVE THE GROUND, STAMPED B.M. 1 FT S, MARKS THE
 TR0778'STATION SITE.  THE MARK IS A BOULDER BURIED ABOUT ONE FOOT BELOW
 TR0778'THE SURFACE OF THE GROUND WITH A 3/4-INCH DRILL HOLE IN THE TOP.
 TR0778
 TR0778                          STATION RECOVERY (1955)
 TR0778
 TR0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 TR0778'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.  THE STATION
 TR0778'MARK WAS FOUND AS DESCRIBED.  THE STATION WAS NOT OCCUPIED AT THIS
 TR0778'DATE.
 TR0778
 TR0778                          STATION RECOVERY (1962)
 TR0778
 TR0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 TR0778'THE STATION WAS RECOVERED.  A COMPLETE NEW DESCRIPTION FOLLOWS.  NO
 TR0778'OBSERVATIONS WERE MADE FROM THE STATION DURING THIS RECOVERY.
 TR0778'
 TR0778'THE STATION IS NEAR THE EASTERN END OF EDIZ HOOK WHICH IS A LONG
 TR0778'SAND SPIT IN THE STRAIT OF JUAN DE FUCA, OFF SHORE FROM PORT
 TR0778'ANGELES.  IT IS 121.59 METERS NORTHWEST OF TRIANGULATION STATION
 TR0778'TUCKER.
 TR0778'
 TR0778'TO REACH FROM THE INTERSECTION OF LINCOLN AND 1ST STREETS IN PORT
 TR0778'ANGELES, GO WEST ON 1ST STREET FOR 1.6 MILES TO A Y, TAKE THE
 TR0778'RIGHT FORK 0.7 MILE TO A STOP SIGN ON THE GROUNDS OF THE CROWN
 TR0778'ZELLERBACH CORP.  CONTINUE NORTHERLY ON BLACKTOP ROAD FOR 1.8
 TR0778'MILES TO A CYCLONE FENCE AND THE ENTRANCE GATE TO THE GOVERNMENT
 TR0778'RESERVATION.  CONTINUE EASTERLY THROUGH GATE, ON THE
 TR0778'BLACKTOP ROAD FOR 0.7 MILE TO THE UNITED STATES COAST GUARD
 TR0778'ADMINISTRATION BUILDING ON THE LEFT.  CONTINUE EASTERLY ON
 TR0778'THE BLACKTOP ROAD, PASSING TO THE LEFT OF THE HANGAR BUILDING
 TR0778'FOR 0.4 MILE TO A Y, KEEP THE RIGHT FORK, GO ABOUT 0.1 MILE TO
 TR0778'THE NORTHWESTERN SIDE OF THE ROAD LOOP AND THE STATION ON THE
 TR0778'RIGHT ABOUT 75 YARDS NORTHWEST OF THE ROAD AND 27.3 FEET SOUTHWEST
 TR0778'OF THE SOUTHWEST CORNER OF A CONCRETE FLOODLIGHT FOUNDATION
 TR0778'WHICH IS PAINTED IN RED AND WHITE SQUARES.
 TR0778'
 TR0778'THE STATION MARK IS A 3/4 INCH DRILL HOLE IN A BOULDER ABOUT 1
 TR0778'FOOT BELOW THE SURFACE OF THE GROUND.  IT IS 197 FEET NORTHWEST OF
 TR0778'THE NORTHWEST CORNER OF THE LARGER ONE OF TWO CONCRETE BUILDINGS,
 TR0778'179-1/2 FEET EAST OF THE EAST EDGE OF THE AIRFIELD TAXI STRIP, 144
 TR0778'FEET EAST-SOUTHEAST OF THE SOUTH ONE OF A ROW OF FOUR RUNWAY
 TR0778'LIGHTS AND 1.5 FEET SOUTH OF AN 8-INCH POINTED POST WITH BM 1 FT S
 TR0778'CARVED INTO IT ON THE SOUTH SIDE.
 TR0778'
 TR0778'THERE ARE NO REFERENCE MARKS OR AZIMUTH MARK FOR THE STATION.
 TR0778
 TR0778                          STATION RECOVERY (1969)
 TR0778
 TR0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBW)
 TR0778'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1948 RECOVERY NOTE.
 TR0778'
 TR0778'THE BOULDER IS ABOUT A FOOT UNDER THE LEVEL OF THE GROUND, BUT
 TR0778'THE LAST PERSON WHO DUG FOR IT DID NOT REFILL THE HOLE.
 TR0778'
 TR0778'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR0778'2 MILES NORTHEAST OF PORT ANGELES ON EDIZ HOOK.
 TR0778
 TR0778                          STATION RECOVERY (1974)
 TR0778
 TR0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 TR0778'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS A
 TR0778'SMALL BOULDER ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND AND IS
 TR0778'IDENTIFIED BY A 3/4-INCH HOLE DRILLED TO A DEPTH OF 1-INCH IN TOP
 TR0778'OF BOULDER.  TO REACH FROM THE JUNCTION OF MARINE DRIVE AND
 TR0778'TUMWATER STREET IN PORT ANGELES GO NORTHWEST ALONG MARINE DRIVE FOR
 TR0778'1.3 MILES, THENCE CONTINUE EAST ALONG A SURFACED ROAD FOR 3.1
 TR0778'MILES TO EAST END OF EDIZ HOOK, ABOUT 0.5 MILE EAST OF THE U.S.
 TR0778'COAST GUARD AIR STATION ADMINISTRATION BUILDING ON EDIZ HOOD,
 TR0778'398.6 FEET NORTHWEST OF STATION TUCKER 1892 (ALSO A BURIED
 TR0778'BOULDER WITH 3/4-INCH HOLE 1-INCH DEEP IN TOP OF BOULDER),
 TR0778'181.6 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 TR0778'EAST-WEST RUNWAY, 27.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 TR0778'OF A CONCRETE STRUCTURE SUPPORTING A FLOOD LIGHT, 179.5 FEET
 TR0778'EAST OF THE EAST EDGE OF THE NORTH-SOUTH TAXI STRIP, 144 FEET
 TR0778'EAST-SOUTHEAST OF THE SOUTH ONE OF FOUR RUNWAY LIGHTS AT
 TR0778'SOUTHEAST CORNER OF RUNWAY, 197.6 FEET NORTHWEST OF THE
 TR0778'NORTHWEST CORNER OF THE WEST ONE OF TWO CONCRETE BUILDINGS.
 TR0778'
 TR0778'NOTE--THIS MARK IS ALSO DESIGNATED AS EAST BASE=TIDAL 5 1892.
 TR0778'
 TR0778'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR0778'ABOUT 2.1 MILES NORTHEAST ACROSS PORT ANGELES HARBOR FROM THE CITY
 TR0778'HALL IN PORT ANGELES.
 TR0778
 TR0778                          STATION RECOVERY (1974)
 TR0778
 TR0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TR0778'IN PORT ANGELES.
 TR0778'AT PORT ANGELES, ABOUT 1.3 MILES NORTHWEST ALONG MARINE DRIVE FROM THE
 TR0778'JUNCTION OF TUMWATER STREET, THENCE ABOUT 3.1 MILES EAST ALONG A PAVED
 TR0778'ROAD ON EDIZ HOOK, ABOUT 0.5 MILE EAST OF THE U. S. COAST GUARD AIR
 TR0778'STATION ADMINISTRATION BUILDING ON EDIZ HOOK, AT THE EAST END OF THE
 TR0778'HOOK, NEAR THE EAST END OF THE EAST-WEST RUNWAY, 181.6 FEET
 TR0778'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE RUNWAY, 398.6 FEET
 TR0778'NORTHWEST OF STATION TUCKER 1892, 27.2 FEET SOUTHWEST OF THE SOUTHWEST
 TR0778'CORNER OF A CONCRETE STRUCTURE SUPPORTING A FLOOD LIGHT, 179.5 FEET
 TR0778'EAST OF THE EAST EDGE OF THE NORTH-SOUTH TAXI STRIP, 144 FEET
 TR0778'EAST-SOUTHEAST OF THE SOUTH ONE OF FOUR RUNWAY LIGHTS AT SOUTHEAST
 TR0778'CORNER OF RUNWAY, 197.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 TR0778'WEST ONE OF TWO CONCRETE BUILDINGS AND IS A 3/4-INCH HOLE 1-INCH DEEP
 TR0778'IN THE TOP OF A SMALL BURIED BOULDER 1 FOOT BELOW THE SURFACE OF THE
 TR0778'GROUND.
 TR0778
 TR0778                          STATION RECOVERY (1976)
 TR0778
 TR0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 TR0778'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THE HOLE IN
 TR0778'THE BOULDER HAS BEEN FILLED WITH LEAD AND A COPPER TACK MARKS THE
 TR0778'CENTER.
 TR0778'
 TR0778'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR0778'1-1/2 MILES NORTH OF PORT ANGELES.
 TR0778
 TR0778                          STATION RECOVERY (1979)
 TR0778
 TR0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR0778'THE STATION MARK WAS RECOVERED IN APPARENTLY GOOD CONDITION.  THERE
 TR0778'ARE NO REFERENCE MARKS FOR THIS STATION.  A COMPLETE NEW DESCRIPTION
 TR0778'FOLLOWS
 TR0778'
 TR0778'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF PORT ANGLES ON THE
 TR0778'COAST GUARD STATION ON EDIZ HOOK.  NEAR THE EAST END OF THE RUNWAY.
 TR0778'
 TR0778'TO REACH THE STATION FROM THE INTERSECTION OF LINCOLN ST AND FRONT ST
 TR0778'IN PORT ANGLES GO WEST ON FRONT ST FOR 0.4 MILE TO A FORK.  TAKE THE
 TR0778'RIGHT FORK AND CONTINUE WEST ON MARINE DRIVE FOR 1.8 MILES TO A STOP
 TR0778'SIGN AT THE CROWN ZELLERBACH PAPER CO.  CONTINUE NORTHERLY ON THE
 TR0778'SURFACED ROAD FOR 2.0 MILES TO THE COAST GUARD GUARD GATE.  CONTINUE
 TR0778'AHEAD NORTHEASTERLY ON THE SURFACED ROAD FOR 0.5 MILE TO THE PUBLIC
 TR0778'WORKS OFFICE ON THE RIGHT.  CHECK WITH THE OFFICER IN CHARGE ABOUT
 TR0778'GOING TO THE STATION.  CONTINUE EASTERLY FOR 0.15 MILES TO A SIDE
 TR0778'ROAD RIGHT AT THE SOUTHWEST CORNER OF THE HANGAR.  TURN RIGHT PASSING
 TR0778'BETWEEN THE HANGAR AND THE FIRE STATION AND CONTINUE EAST ALONG THE
 TR0778'RUNWAY FOR 0.3 MILE TO THE SITE OF THE 1892 LIGHTHOUSE AND THE
 TR0778'STATION AS DESCRIBED.
 TR0778'
 TR0778'THE STATION IS A SURVEYORS TACK SET IN THE DRILL HOLE IN THE BOULDER
 TR0778'THAT IS ABOUT 1 FOOT BELOW THE GROUND SURFACE.  THE MARK IS LOCATED
 TR0778'60.0 METERS (197 FEET) NW FROM THE NORTHWEST CORNER OF THE LARGER ONE
 TR0778'OF TWO BLDGS AND 54.9 METERS (180 FEET) E FROM THE EAST END OF THE
 TR0778'RUNWAY.
 TR0778
 TR0778                          STATION RECOVERY (1988)
 TR0778
 TR0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 TR0778'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 TR0778'THE STATION MARK, REFERENCE MARKS 1,2 AND THE TIDAL BM 6 WERE
 TR0778'RECOVERED IN GOOD CONDITION.  NO ANGLES OR DISTANCES WERE MEASURED
 TR0778'AT THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 TR0778'
 TR0778'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHEAST OF PORT
 TR0778'ANGLES NEAR THE EAST END OF THE RUNWAY AT THE COAST GUARD STATION AT
 TR0778'EDIZ HOOK.  PERMISSION TO VISIT THE STATION MUST BE OBTAINED FROM THE
 TR0778'OPERATIONS OFFICE AT THE COAST GUARD STATION.
 TR0778'
 TR0778'TO REACH THE STATION FROM THE INTERSECTION OF LINCOLN AND FRONT
 TR0778'STREETS, ONE BLOCK NORTH OF THE OLD POST OFFICE BUILDING IN PORT
 TR0778'ANGLES GO WEST ON FRONT STREET FOR 0.64 KM (0.4 MI) TO A FORK.  TAKE
 TR0778'THE RIGHT FORK AND CONTINUE WESTERLY ON MARINE DRIVE FOR 3.14 KM
 TR0778'(1.95 MI) TO A STOP SIGN AT THE CROWN ZELLERBACH PAPER COMPANY.
 TR0778'CONTINUE AHEAD NORTHEASTERLY ON THE SURFACED ROAD FOR 2.98 KM
 TR0778'(1.85 MI) TO THE GUARD GATE AT THE COAST GUARD STATION.  CONTINUE
 TR0778'EASTERLY ON THE MAIN ROAD FOR 0.80 KM (0.5 MI) TO THE OPERATIONS
 TR0778'BUILDING ON THE LEFT.  (PERMISSION TO CONTINUE MUST BE OBTAINED
 TR0778'BEFORE GOING ANY FARTHER).  CONTINUE AHEAD ON THE MAIN ROAD FOR
 TR0778'0.24 KM (0.15 MI) TO A SIDE ROAD RIGHT AT THE SOUTHWEST CORNER OF
 TR0778'THE HANGER.  TURN RIGHT, PASSING THROUGH THE GATE AND CONTINUE
 TR0778'EASTERLY ALONG THE SOUTH SIDE OF THE RUNWAY FOR 0.48 KM (0.3 MI) TO
 TR0778'THE 1892 LIGHTHOUSE AT THE EAST END OF THE RUNWAY AND THE STATION.
 TR0778'
 TR0778'THE STATION MARK IS A STANDARD NGS DISK STAMPED---
 TR0778'---EAST BASE 1892 1981---SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 TR0778'30 CM (12 INCHES) IN DIAMETER THAT PROJECTS 15 CM (5 INCHES) ABOVE
 TR0778'THE GROUND SURFACE.  IT IS 54.9 M (180 FT) WEST-SOUTHWEST OF THE
 TR0778'EAST END OF THE RUNWAY AT THE SOUTHEAST CORNER, 45.0 M (147.5 FT)
 TR0778'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE LARGEST OF TWO
 TR0778'BUILDINGS, 8.4 M (27.6 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A
 TR0778'RED AND WHITE CONCRETE BUILDING AND 0.9 M (3 FT) NORTH OF A WITNESS
 TR0778'POST.
 TR0778'
 TR0778'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED---
 TR0778'---EAST BASE 1892 NO 1 1981---SET IN THE TOP OF A ROUND CONCRETE
 TR0778'MONUMENT THAT IS 30 CM (12 INCHES) IN DIAMETER AND PROJECTS
 TR0778'15 CM (6 INCHES) ABOVE THE GROUND SURFACE.  IT IS 54.9 M (180 FT)
 TR0778'EAST OF THE EAST END OF THE RUNWAY, 12.8 M (42 FT)  NORTH OF A
 TR0778'WITNESS POST AND 9.6 M (31.5 FT) NORTHWEST OF THE SOUTHWEST CORNER
 TR0778'OF A RED AND WHITE CONCRETE BUILDING.
 TR0778'
 TR0778'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 TR0778'STAMPED---EAST BASE 1892 NO 2 1981---,
 TR0778'SET IN A DRILLHOLE IN THE CONCRETE EDGE OF A MANHOLE.  IT IS 21.3 M
 TR0778'(70 FT) EAST OF A WITNESS POST, 16.8 M (55 FT) WEST OF THE
 TR0778'NORTHWEST CORNER OF THE 1892 LIGHTHOUSE AND 16.8 M (55 FT)
 TR0778'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE RED AND WHITE CONCRETE
 TR0778'BUILDING.
 TR0778'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR0778'
 TR0778'DESCRIBED BY DA WEGENAST.
 TR0778
 TR0778                          STATION RECOVERY (1989)
 TR0778
 TR0778'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 TR0778'RECOVERED IN GOOD CONDITION.
 TR0778
 TR0778                          STATION RECOVERY (1991)
 TR0778
 TR0778'RECOVERY NOTE BY US POWER SQUADRON 1991 (PES)
 TR0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2552 ***********************************************************************
 TR2552  DESIGNATION -  EAST BASE AZ MK
 TR2552  PID         -  TR2552
 TR2552  STATE/COUNTY-  WA/CLALLAM
 TR2552  USGS QUAD   -  EDIZ HOOK (1978)
 TR2552
 TR2552                         *CURRENT SURVEY CONTROL
 TR2552  ___________________________________________________________________
 TR2552* NAD 83(1998)-  48 08 30.26916(N)    123 25 32.18966(W)     ADJUSTED  
 TR2552* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 TR2552  ___________________________________________________________________
 TR2552  X           -  -2,348,830.710 (meters)                     COMP
 TR2552  Y           -  -3,558,726.725 (meters)                     COMP
 TR2552  Z           -   4,727,395.855 (meters)                     COMP
 TR2552  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 TR2552  ELLIP HEIGHT-         -15.83  (meters)          (06/17/02) GPS OBS
 TR2552  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 TR2552
 TR2552  HORZ ORDER  -  THIRD
 TR2552  ELLP ORDER  -  FOURTH    CLASS I
 TR2552
 TR2552.The horizontal coordinates were established by GPS observations
 TR2552.and adjusted by the National Geodetic Survey in June 2002..
 TR2552.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR2552.DATUM ITEM on the data sheet items page.
 TR2552
 TR2552.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2552
 TR2552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR2552
 TR2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2552
 TR2552.The ellipsoidal height was determined by GPS observations
 TR2552.and is referenced to NAD 83.
 TR2552
 TR2552.The geoid height was determined by GEOID03.
 TR2552
 TR2552;                    North         East     Units Scale Factor Converg.
 TR2552;SPC WA N     -   130,190.278   307,128.670   MT  0.99994234   -1 55 48.0
 TR2552;SPC WA N     -   427,132.60  1,007,637.98   sFT  0.99994234   -1 55 48.0
 TR2552;UTM  10      - 5,332,141.976   468,338.635   MT  0.99961232   -0 19 01.2
 TR2552
 TR2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2552!SPC WA N     -   1.00000248  x   0.99994234  =   0.99994482
 TR2552!UTM  10      -   1.00000248  x   0.99961232  =   0.99961480
 TR2552
 TR2552                          SUPERSEDED SURVEY CONTROL
 TR2552
 TR2552  NAD 83(1991)-  48 08 30.26652(N)    123 25 32.19144(W) AD(       ) 3
 TR2552  ELLIP H (12/09/91)  -15.62   (m)                       GP(       ) 4 1
 TR2552  NAD 83(1986)-  48 08 30.26530(N)    123 25 32.20035(W) AD(       ) 3
 TR2552  NGVD 29 (06/19/89)    3.3    (m)           11.     (f) GPS OBS        
 TR2552
 TR2552.Superseded values are not recommended for survey control.
 TR2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2552.See file dsdata.txt to determine how the superseded data were derived.
 TR2552
 TR2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6833932142(NAD 83)
 TR2552_MARKER: DZ = AZIMUTH MARK DISK
 TR2552_SETTING: 0 = UNSPECIFIED SETTING
 TR2552_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2552+SATELLITE: SATELLITE OBSERVATIONS - 1988
 TR2552
 TR2552  HISTORY     - Date     Condition        Report By
 TR2552  HISTORY     - 1988     MONUMENTED       NGS
 TR2552  HISTORY     - 20000218 MARK NOT FOUND   USPSQD
 TR2552
 TR2552                          STATION DESCRIPTION
 TR2552
 TR2552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 TR2552'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHEAST OF PORT ANGELES
 TR2552'AT THE WEST BOUNDARY OF THE US COAST GUARD STATION AT EDIZ HOOK.
 TR2552'
 TR2552'TO REACH THE STATION FROM THE INTERSECTION OF LINCOLN AND FRONT
 TR2552'STREETS IN PORT ANGELES GO WEST ON FRONT STREET FOR 0.64 KM (0.4 MI)
 TR2552'TO A FORK.  TAKE THE RIGHT FORK FOR AND CONTINUE WESTERLY ON MARINE
 TR2552'DRIVE FOR 3.14 KM (1.95 MI) TO A STOP SIGN AT THE CROWN ZELLERBACH
 TR2552'PAPER COMPANY.  CONTINUE AHEAD EASTERLY ON THE MAIN ROAD FOR 2.98 KM
 TR2552'(1.85 MI) TO THE ENTRANCE TO THE COAST GUARD STATION AND THE STATION
 TR2552'ON THE LEFT.
 TR2552'
 TR2552'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---
 TR2552'---EAST BASE 1892 1987---SET IN A DRILLHOLE IN A 13X6 FT CONCRETE
 TR2552'SLAB.  IT IS 20.4 M (70 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 TR2552'COAST GUARD GUARD GATE, 15.2 M (50 FT) SOUTH-SOUTHEAST OF THE NORTH
 TR2552'END OF THE CHAINLINK FENCE, 2.4 M (8 FT) NORTH-NORTHWEST OF THE
 TR2552'SOUTHEND OF THE CONCRETE SLAB, 2.7 M (9 FT) EAST OF A WITNESS POST
 TR2552'SET IN THE FENCELINE AND 1.6 M (5.2 FT) SOUTH-SOUTHEAST OF THE NORTH
 TR2552'END OF THE CONCRETE SLAB.
 TR2552'
 TR2552'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR2552'
 TR2552'DESDCRIBED BY DA WEGENAST.
 TR2552
 TR2552                          STATION RECOVERY (2000)
 TR2552
 TR2552'RECOVERY NOTE BY US POWER SQUADRON 2000
 TR2552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2735 ***********************************************************************
 TR2735  DESIGNATION -  EAST BASE RESET
 TR2735  PID         -  TR2735
 TR2735  STATE/COUNTY-  WA/CLALLAM
 TR2735  USGS QUAD   -  EDIZ HOOK (1978)
 TR2735
 TR2735                         *CURRENT SURVEY CONTROL
 TR2735  ___________________________________________________________________
 TR2735* NAD 83(1986)-  48 08 25.     (N)    123 24 19.     (W)     SCALED    
 TR2735* NAVD 88     -         3.50   (meters)      11.5    (feet)  RESET     
 TR2735  ___________________________________________________________________
 TR2735  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 TR2735
 TR2735  VERT ORDER  -  THIRD
 TR2735
 TR2735.The horizontal coordinates were scaled from a topographic map and have
 TR2735.an estimated accuracy of +/- 6 seconds.
 TR2735
 TR2735.The orthometric height was computed from unverified reset data.
 TR2735.No vertical observational check was made to the station.
 TR2735
 TR2735.The geoid height was determined by GEOID03.
 TR2735
 TR2735;                    North         East    Units  Estimated Accuracy
 TR2735;SPC WA N     -   129,980.      308,640.      MT  (+/- 180 meters Scaled)
 TR2735
 TR2735                          SUPERSEDED SURVEY CONTROL
 TR2735
 TR2735.No superseded survey control is available for this station.
 TR2735
 TR2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU698319(NAD 83)
 TR2735_MARKER: DS = TRIANGULATION STATION DISK
 TR2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2735_SP_SET: CONCRETE POST
 TR2735_STAMPING: EAST BASE 1892 1981
 TR2735_MARK LOGO: NGS   
 TR2735_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2735+STABILITY: SURFACE MOTION
 TR2735
 TR2735  HISTORY     - Date     Condition        Report By
 TR2735  HISTORY     - 1981     MONUMENTED       NGS
 TR2735  HISTORY     - 19870716 GOOD             NGS
 TR2735
 TR2735                          STATION DESCRIPTION
 TR2735
 TR2735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TR2735'2.09 KM (1.30 MI) NORTHWEST ALONG MARINE DRIVE FROM THE JUNCTION OF
 TR2735'TUMWATER STREET IN PORT ANGLES, THENCE 4.99 KM (3.10 MI) EAST ALONG
 TR2735'THE MAIN ROAD ON EDIZ HOOK, 0.8 KM (0.50 MI) EAST OF THE COAST GUARD
 TR2735'ADMINISTRATION BUILDING, 55.17 M (181.00 FT) EAST OF THE SOUTHEAST
 TR2735'CORNER OF THE RUNWAY, 54.86 M (179.99 FT) EAST OF THE EAST EDGE OF
 TR2735'THE NORTH-SOUTH TAXIWAY, 60.35 M (198.00 FT) NORTHWEST OF THE
 TR2735'NORTHWEST CORNER OF THE WEST ONE OF TWO BUILDINGS.
 TR2735
 TR2735                          STATION RECOVERY (1987)
 TR2735
 TR2735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 TR2735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2733 ***********************************************************************
 TR2733  DESIGNATION -  EAST BASE RM 1
 TR2733  PID         -  TR2733
 TR2733  STATE/COUNTY-  WA/CLALLAM
 TR2733  USGS QUAD   -  EDIZ HOOK (1978)
 TR2733
 TR2733                         *CURRENT SURVEY CONTROL
 TR2733  ___________________________________________________________________
 TR2733* NAD 83(1986)-  48 08 25.     (N)    123 24 14.     (W)     SCALED    
 TR2733* NAVD 88     -         3.66   (meters)      12.0    (feet)  RESET     
 TR2733  ___________________________________________________________________
 TR2733  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 TR2733
 TR2733  VERT ORDER  -  THIRD
 TR2733
 TR2733.The horizontal coordinates were scaled from a topographic map and have
 TR2733.an estimated accuracy of +/- 6 seconds.
 TR2733
 TR2733.The orthometric height was computed from unverified reset data.
 TR2733.No vertical observational check was made to the station.
 TR2733
 TR2733.The geoid height was determined by GEOID03.
 TR2733
 TR2733;                    North         East    Units  Estimated Accuracy
 TR2733;SPC WA N     -   129,970.      308,740.      MT  (+/- 180 meters Scaled)
 TR2733
 TR2733                          SUPERSEDED SURVEY CONTROL
 TR2733
 TR2733.No superseded survey control is available for this station.
 TR2733
 TR2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU699319(NAD 83)
 TR2733_MARKER: DR = REFERENCE MARK DISK
 TR2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2733_SP_SET: CONCRETE POST
 TR2733_STAMPING: EAST BASE 1892 NO 1 1981
 TR2733_MARK LOGO: NGS   
 TR2733_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2733+STABILITY: SURFACE MOTION
 TR2733
 TR2733  HISTORY     - Date     Condition        Report By
 TR2733  HISTORY     - 1981     MONUMENTED       NGS
 TR2733  HISTORY     - 19821126 GOOD             NGS
 TR2733  HISTORY     - 19870716 GOOD             NGS
 TR2733
 TR2733                          STATION DESCRIPTION
 TR2733
 TR2733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TR2733'2.09 KM (1.30 MI) NORTHWEST ALONG MARINE DRIVE FROM THE JUNCTION OF
 TR2733'TUMWATER STREET IN PORT ANGLES, THENCE 4.99 KM (3.10 MI) EAST ALONG
 TR2733'THE MAIN ROAD ON EDIZ HOOK, 0.8 KM (0.50 MI) EAST OF THE
 TR2733'ADMINISTRATION BUILDING, 9.6 M (31.5 FT) NORTHWEST OF THE SOUTHWEST
 TR2733'CORNER OF THE RED AND WHITE BLOCK BUILDING, 54.86 M (179.99 FT) EAST
 TR2733'OF THE EAST END OF THE RUNWAY.
 TR2733
 TR2733                          STATION RECOVERY (1987)
 TR2733
 TR2733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 TR2733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2734 ***********************************************************************
 TR2734  DESIGNATION -  EAST BASE RM 2
 TR2734  PID         -  TR2734
 TR2734  STATE/COUNTY-  WA/CLALLAM
 TR2734  USGS QUAD   -  EDIZ HOOK (1978)
 TR2734
 TR2734                         *CURRENT SURVEY CONTROL
 TR2734  ___________________________________________________________________
 TR2734* NAD 83(1986)-  48 08 25.     (N)    123 24 14.     (W)     SCALED    
 TR2734* NAVD 88     -         4.15   (meters)      13.6    (feet)  RESET     
 TR2734  ___________________________________________________________________
 TR2734  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 TR2734
 TR2734  VERT ORDER  -  THIRD
 TR2734
 TR2734.The horizontal coordinates were scaled from a topographic map and have
 TR2734.an estimated accuracy of +/- 6 seconds.
 TR2734
 TR2734.The orthometric height was computed from unverified reset data.
 TR2734.No vertical observational check was made to the station.
 TR2734
 TR2734.The geoid height was determined by GEOID03.
 TR2734
 TR2734;                    North         East    Units  Estimated Accuracy
 TR2734;SPC WA N     -   129,970.      308,740.      MT  (+/- 180 meters Scaled)
 TR2734
 TR2734                          SUPERSEDED SURVEY CONTROL
 TR2734
 TR2734.No superseded survey control is available for this station.
 TR2734
 TR2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU699319(NAD 83)
 TR2734_MARKER: DR = REFERENCE MARK DISK
 TR2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2734_SP_SET: CONCRETE POST
 TR2734_STAMPING: EAST BASE 1892 NO 2 1981
 TR2734_MARK LOGO: NGS   
 TR2734_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2734+STABILITY: SURFACE MOTION
 TR2734
 TR2734  HISTORY     - Date     Condition        Report By
 TR2734  HISTORY     - 1981     MONUMENTED       NGS
 TR2734  HISTORY     - 19821126 GOOD             NGS
 TR2734  HISTORY     - 19870716 GOOD             NGS
 TR2734
 TR2734                          STATION DESCRIPTION
 TR2734
 TR2734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TR2734'2.09 KM (1.30 MI) NORTHWEST ALONG MARINE DRIVE FROM THE JUNCTION OF
 TR2734'TUMWATER STREET IN PORT ANGLES, THENCE 4.99 KM (3.10 MI) EAST ALONG
 TR2734'THE MAIN ROAD ON EDIZ HOOK, 0.08 KM (0.05 MI) EAST OF THE COAST GUARD
 TR2734'ADMINISTRATION BUILDING, 16.7 M (54.8 FT) WEST OF THE NORTHWEST
 TR2734'CORNER OF THE 1893 LIGHTHOUSE, 16.76 KM (10.40 MI) EAST-SOUTHEAST OF
 TR2734'THE SOUTHWEST CORNER OF THE RED AND WHITE BLOCK BUILDING
 TR2734'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE RED AND WHITE BLOCK
 TR2734'BUIDLING.
 TR2734
 TR2734                          STATION RECOVERY (1987)
 TR2734
 TR2734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 TR2734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0580 ***********************************************************************
 SD0580  DESIGNATION -  EAST BATTERY
 SD0580  PID         -  SD0580
 SD0580  STATE/COUNTY-  WA/PACIFIC
 SD0580  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0580
 SD0580                         *CURRENT SURVEY CONTROL
 SD0580  ___________________________________________________________________
 SD0580* NAD 83(1991)-  46 16 44.33317(N)    124 02 42.62818(W)     ADJUSTED  
 SD0580* NAVD 88     -        52.05   (+/-2cm)     170.8    (feet)  VERTCON   
 SD0580  ___________________________________________________________________
 SD0580  LAPLACE CORR-          13.80  (seconds)                    DEFLEC99
 SD0580  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SD0580
 SD0580  HORZ ORDER  -  FIRST
 SD0580  VERT ORDER  -  THIRD ? (See Below)
 SD0580
 SD0580.The horizontal coordinates were established by classical geodetic methods
 SD0580.and adjusted by the National Geodetic Survey in December 1991..
 SD0580
 SD0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0580.The vertical order pertains to the NGVD 29 superseded value.
 SD0580
 SD0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0580
 SD0580.The geoid height was determined by GEOID03.
 SD0580
 SD0580;                    North         East     Units Scale Factor Converg.
 SD0580;SPC WA S     -   111,247.239   226,873.987   MT  0.99992880   -2 34 30.7
 SD0580;SPC WA S     -   364,983.65    744,335.74   sFT  0.99992880   -2 34 30.7
 SD0580;SPC OR N     -   296,300.345 2,226,827.570   MT  1.00008296   -2 30 51.1
 SD0580;SPC OR N     -   972,113.99  7,305,864.73   iFT  1.00008296   -2 30 51.1
 SD0580;UTM  10      - 5,125,575.817   419,477.617   MT  0.99967970   -0 45 19.4
 SD0580
 SD0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0580!SPC WA S     -   0.99999565  x   0.99992880  =   0.99992445
 SD0580!SPC OR N     -   0.99999565  x   1.00008296  =   1.00007861
 SD0580!UTM  10      -   0.99999565  x   0.99967970  =   0.99967535
 SD0580
 SD0580:                Primary Azimuth Mark                     Grid Az
 SD0580:SPC WA S     -  ILWACO DOCK LIGHT                        011 51 11.9
 SD0580:SPC OR N     -  ILWACO DOCK LIGHT                        011 47 32.3
 SD0580:UTM  10      -  ILWACO DOCK LIGHT                        010 02 00.6
 SD0580
 SD0580|---------------------------------------------------------------------|
 SD0580| PID    Reference Object                     Distance      Geod. Az  |
 SD0580|                                                           dddmmss.s |
 SD0580| SD0574 ILWACO DOCK LIGHT                   APPROX. 2.4 KM 0091641.2 |
 SD0580| SD0612 SOCK 1957                           APPROX. 5.0 KM 0390709.4 |
 SD0580| DD9644 EAST BATTERY RM 3                     4.443 METERS 04037     |
 SD0580| DD9645 EAST BATTERY RM OLD E                 4.890 METERS 04310     |
 SD0580| SC2276 CHINOOK CHURCH SPIRE                APPROX. 7.7 KM 0944845.8 |
 SD0580| SC2275 CHINOOK RED WATER TANK              APPROX. 7.6 KM 0952923.7 |
 SD0580| SC2262 COLUMBIA RIVER ENT RNG REAR LT      APPROX. 8.7 KM 1010520.0 |
 SD0580| SC2184 MC GOWAN CHURCH SPIRE               APPROX.11.0 KM 1085649.9 |
 SD0580| SC2158 FORT COLUMBIA LIGHT                 APPROX.10.1 KM 1112052.8 |
 SD0580| SD0835 PEACOCK SPIT REAR LIGHT 1913        APPROX. 3.8 KM 1165608.9 |
 SD0580| SD0629 PEACOCK SPIT FRONT LIGHT            APPROX. 3.7 KM 1180927.6 |
 SD0580| SD0607 REPUBLIC SPIT REAR LIGHT            APPROX. 2.8 KM 1213140.7 |
 SD0580| SD0592 REPUBLIC SPIT FRONT LIGHT           APPROX. 2.8 KM 1250220.8 |
 SD0580| SC2226 DESDEMONA SANDS LH NEW              APPROX. 9.2 KM 1304127.7 |
 SD0580| SC2220 JETTY SANDS RANGE REAR LIGHT        APPROX. 6.8 KM 1464005.3 |
 SD0580| DD9647 EAST BATTERY RM OLD SW                9.363 METERS 22518     |
 SD0580| DD9648 EAST BATTERY RM OLD W                 4.720 METERS 24359     |
 SD0580| DD9646 EAST BATTERY RM OLD NW                6.485 METERS 30022     |
 SD0580|---------------------------------------------------------------------|
 SD0580
 SD0580                          SUPERSEDED SURVEY CONTROL
 SD0580
 SD0580  NAD 83(1991)-  46 16 44.33318(N)    124 02 42.62814(W) AD(       ) 1
 SD0580  NAD 83(1986)-  46 16 44.33794(N)    124 02 42.60089(W) AD(       ) 1
 SD0580  NAD 27      -  46 16 44.97864(N)    124 02 38.05077(W) AD(       ) 1
 SD0580  NGVD 29 (07/19/86)   51.01   (m)          167.4    (f) LEVELING    3  
 SD0580
 SD0580.Superseded values are not recommended for survey control.
 SD0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0580.See file dsdata.txt to determine how the superseded data were derived.
 SD0580
 SD0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1947825576(NAD 83)
 SD0580
 SD0580  HISTORY     - Date     Condition        Report By
 SD0580  HISTORY     - 1911     MONUMENTED       CGS
 SD0580  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SD0580  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SD0580  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0580  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SD0580  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SD0580  HISTORY     - 1977     SEE DESCRIPTION  USGS
 SD0580
 SD0580                          STATION DESCRIPTION
 SD0580
 SD0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 SD0580'STATION IS ON THE EMBANKMENT OF THE OLD EAST BATTERY AT FORT
 SD0580'CANBY, ON THE BROW OF A STEEP SLOPE WHICH RISES FROM THE WATER AT
 SD0580'THE EASTERNMOST POINT, ABREAST OF SAND ISLAND, 50 METERS UP THE
 SD0580'HILL FROM THE BUILDING ON THE SLOPE, AND 4 MILES BY ROAD OR 2 MILES
 SD0580'BY WATER FROM ILWACO.
 SD0580'
 SD0580'THE STATION IS MARKED BY A STANDARD BRONZE TABLET IN THE TOP OF A
 SD0580'SQUARE GRANITE POST, FLUSH WITH THE GROUND.
 SD0580'
 SD0580'THREE REFERENCE MARKS, EACH CONSISTING OF AN IRON BOLT EMBEDDED IN
 SD0580'MASONRY, ARE AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE
 SD0580'STATION--9.42 METERS (30.9 FEET), 45 DEG 23 MIN.  4.71 METERS
 SD0580'(15.5 FEET), 63 DEG 09 MIN.  AND 6.54 METERS (21.5 FEET), 120 DEG
 SD0580'25 MIN.
 SD0580'
 SD0580'THE EASTERNMOST CORNER OF A CONCRETE MANHOLE, ABOUT 3 METERS
 SD0580'OUTSIDE THE EMBANKMENT, IS 4.89 METERS (16 FEET) FROM THE STATION IN
 SD0580'AZIMUTH 223 DEG 09 MIN.
 SD0580
 SD0580                          STATION RECOVERY (1935)
 SD0580
 SD0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP)
 SD0580'STATION WAS RECOVERED AS DESCRIBED.  THE POINT IS 3 MILES S OF
 SD0580'ILWACO AND ABOUT 7 MILES W OF CHINOOK (AIR LINE).
 SD0580'
 SD0580'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN TOP OF A MANHOLE.
 SD0580'THE 3 OLD REFERENCE MARKS ARE 3-INCH IRON MOORING POSTS.
 SD0580'
 SD0580'REACHED FROM ILWACO AS FOLLOWS--THE GRAVELED ROAD AS PER SIGN (FORT
 SD0580'CANBY 3) GO 2.2 MILES TO Y, TURN LEFT ON BOARD ROAD (SIGN FORT
 SD0580'CANBY) FOLLOW MAIN ROAD 1.9 MILES TO THE COAST GUARD STATION AND
 SD0580'END OF TRUCK TRAVEL.  TAKE OLD ROAD (IMPASSABLE FOR TRUCKS) THAT
 SD0580'STARTS UP THE HILL JUST NE OF THE WATER TANK, TAKE LEFT FORK AT FIRST
 SD0580'MANHOLE ON SADDLE, THEN RIGHT FORK AT NEXT MANHOLE IN CENTER OF ROAD
 SD0580'AND GO 20 YARDS TO STATION.  A 5-MINUTE PACK.
 SD0580
 SD0580                          STATION RECOVERY (1951)
 SD0580
 SD0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SD0580'STATION IS ON THE BROW OF THE STEEP EMBANKMENT AT THE E EXTREMITY
 SD0580'OF CAPE DISAPPOINTMENT ABOUT 200 FEET ABOVE HIGH WATER.
 SD0580'
 SD0580'STATION IS MARKED WITH A STANDARD DISK STAMPED E. BATTERY 1911,
 SD0580'CEMENTED IN A BLOCK OF GRANITE FLUSH WITH THE GROUND.  R.M. NO. 3
 SD0580'IS A STANDARD DISK CEMENTED IN A MANHOLE NE OF STATION AND STAMPED
 SD0580'E. BATTERY NO 3 1935.  R.M.  OLD SW IS A 3 IN IRON MOORING POST.  THE
 SD0580'OTHER TWO OLD R.M.S ARE LOST.
 SD0580'
 SD0580'TO REACH STATION FROM ILWACO, WASHINGTON FOLLOW PAVED ROAD S TO CAPE
 SD0580'DISAPPOINTMENT COAST GUARD STATION, CONTINUE STRAIGHT PAST
 SD0580'ADMINISTRATION BUILDING AND FLAGPOLE AND STRAIGHT UP THE STEEP
 SD0580'GRAVEL ROAD.  TAKE LEFT FORK AT THE SADDLE AND CONTINUE STRAIGHT TO
 SD0580'STATION.
 SD0580
 SD0580                          STATION RECOVERY (1956)
 SD0580
 SD0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 SD0580'STATION, REFERENCE MARK NO. 3, REFERENCE MARK OLD SW WERE RECOVERED
 SD0580'IN GOOD CONDITION AS DESCRIBED IN RECOVERY NOTE BY H.G.C. IN 1951.
 SD0580'NEW DIRECTIONS TO REACH THE STATION FOLLOW--
 SD0580'
 SD0580'TO REACH FROM THE POST OFFICE AT ILWACO GO SOUTH ABOUT 100 FEET TO AN
 SD0580'INTERSECTION, TURN RIGHT AND GO WEST ABOUT 300 FEET TO AN
 SD0580'INTERSECTION, TURN LEFT AND GO SOUTHERLY FOR 1.7 MILE TO A FORK,
 SD0580'TAKE THE LEFT FORK SOUTH 0.2 MILE TO A FORK (JUST SOUTH OF A FENCE
 SD0580'AND GATE), TAKE THE LEFT FORK SOUTH ABOUT 150 FEET TO A FORK, TAKE
 SD0580'THE LEFT FORK SOUTHERLY FOR 0.5 MILE TO A FORK ABOUT 400 FEET SOUTH
 SD0580'OF THE CAPE DISAPPOINTMENT LIFEBOAT STATION, TAKE THE RIGHT FORK
 SD0580'UP A STEEP GRADE 0.1 MILE TO A FORK, TAKE THE LEFT FORK AND FOLLOW
 SD0580'THE MAIN TRAVELED ROAD 0.1 MILE TO THE END OF THE ROAD AND STATION ON
 SD0580'THE RIGHT ABOUT 33 FEET SOUTHWEST OF A BLUFF.
 SD0580
 SD0580                          STATION RECOVERY (1958)
 SD0580
 SD0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SD0580'RECOVERED IN GOOD CONDITION, ABOUT 2 MILES SOUTH OF ILWACO, NEAR
 SD0580'THE EAST EXTRIMITY OF CAPE DISAPPOINTMENT, ON THE SHOULDER OF A
 SD0580'STEEP EMBANKMENT, OVERLOOKING THE COLUMBIA RIVER FROM THE NORTH,
 SD0580'ABOUT 200 FEET ABOVE THE RIVER.
 SD0580'
 SD0580'THE STATION IS A STANDARD DISK STAMPED E. BATTERY 1911 SET IN A BLOCK
 SD0580'OF GRANITE, FLUSH WITH THE SURFACE OF THE GROUND.
 SD0580'
 SD0580'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED E.  BATTERY NO 3
 SD0580'1934 CEMENTED IN THE CORNER OF A CONCRETE MANHOLE, FLUSH WITH THE
 SD0580'SURFACE OF THE GROUND.
 SD0580'
 SD0580'REFERENCE MARK OLD SW IS THE CENTER OF A SMALL DEPRESSION IN THE TOP
 SD0580'OF A 3-INCH IN DIAMETER IRON MOORING POST.
 SD0580'
 SD0580'TO REACH THE STATION FROM THE POST OFFICE IN ILWACO, GO SOUTH FOR
 SD0580'ABOUT 100 FEET TO THE FIRST INTERSECTION, TURN RIGHT ON MAIN
 SD0580'STREET, GO ONE BLOCK, TURN LEFT ON SECOND STREET AND FOLLOW THE
 SD0580'MAIN ROAD FOR 1.8 MILES TO A ROAD FORK, TAKE THE LEFT FORK, FOLLOW
 SD0580'THE MAIN ROAD TO THE U.S. COAST GUARD CAPE DISAPPOINTMENT LIFEBOAT
 SD0580'STATION, TO A ROAD FORK, TAKE RIGHT FORK, UPHILL (4-WHEEL DRIVE
 SD0580'VEHICLE REQUIRED DURING WET SEASON), GO 0.2 MILE TO A ROAD FORK,
 SD0580'TAKE LEFT FORK, GO ABOUT 50 FEET TO ANOTHER ROAD FORK, TAKE RIGHT
 SD0580'FORK, GO 0.05 MILE TO END OF TRUCK TRAVEL AND STATION ON THE BROW OF
 SD0580'THE HILL TO THE RIGHT.
 SD0580
 SD0580                          STATION RECOVERY (1977)
 SD0580
 SD0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SD0580'A THOROUGH SEARCH WAS MADE USING THE TO REACH DESCRIPTION AND THE
 SD0580'USGS QUADRANGLE MAP AND THE STATION COULD NOT BE FOUND.  A RANGE
 SD0580'LIGHT WAS FOUND WHERE THE STATION SHOULD HAVE BEEN AND WHERE THE
 SD0580'TRIANGLE IS SHOWN ON THE QUADRANGLE MAP.  I DID NOT HAVE THE
 SD0580'COORDINATES FOR THE STATION SO I COULD NOT CHECK TO SEE IF THE
 SD0580'TRIANGLE SHOWN ON THE MAP WAS ACTUALLY THE STATION.  THERE IS A
 SD0580'POSSIBILITY THAT THE STATION IS NOT WHERE I SEARCHED FOR IT AT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4592 ***********************************************************************
 SY4592  DESIGNATION -  EAST BLAKE 2 1934
 SY4592  PID         -  SY4592
 SY4592  STATE/COUNTY-  WA/KITSAP
 SY4592  USGS QUAD   -  TACOMA NORTH (1994)
 SY4592
 SY4592                         *CURRENT SURVEY CONTROL
 SY4592  ___________________________________________________________________
 SY4592* NAD 83(1991)-  47 32 28.54555(N)    122 28 48.54884(W)     ADJUSTED  
 SY4592* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY4592  ___________________________________________________________________
 SY4592  LAPLACE CORR-          -9.72  (seconds)                    DEFLEC99
 SY4592  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 SY4592
 SY4592  HORZ ORDER  -  SECOND
 SY4592
 SY4592.The horizontal coordinates were established by classical geodetic methods
 SY4592.and adjusted by the National Geodetic Survey in December 1991..
 SY4592
 SY4592.The orthometric height was scaled from a topographic map.
 SY4592
 SY4592.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4592
 SY4592.The geoid height was determined by GEOID03.
 SY4592
 SY4592;                    North         East     Units Scale Factor Converg.
 SY4592;SPC WA N     -    61,505.232   376,030.406   MT  0.99999256   -1 13 33.9
 SY4592;SPC WA N     -   201,788.42  1,233,693.09   sFT  0.99999256   -1 13 33.9
 SY4592;UTM  10      - 5,265,446.455   539,120.769   MT  0.99961881   +0 23 00.7
 SY4592
 SY4592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4592!SPC WA N     -   1.00000315  x   0.99999256  =   0.99999571
 SY4592!UTM  10      -   1.00000315  x   0.99961881  =   0.99962196
 SY4592
 SY4592:                Primary Azimuth Mark                     Grid Az
 SY4592:SPC WA N     -  RESTORATION RESET                        001 58 20.8
 SY4592:UTM  10      -  RESTORATION RESET                        000 21 46.2
 SY4592
 SY4592|---------------------------------------------------------------------|
 SY4592| PID    Reference Object                     Distance      Geod. Az  |
 SY4592|                                                           dddmmss.s |
 SY4592| SY4641 RESTORATION RESET                   APPROX. 4.7 KM 0004446.9 |
 SY4592| SY4674 E BLAKE 1921 RM 1                    15.178 METERS 20254     |
 SY4592| CF6560 E BLAKE RM 2                         13.850 METERS 27103     |
 SY4592|---------------------------------------------------------------------|
 SY4592
 SY4592                          SUPERSEDED SURVEY CONTROL
 SY4592
 SY4592  NAD 83(1986)-  47 32 28.54028(N)    122 28 48.55506(W) AD(       ) 2
 SY4592  NAD 27      -  47 32 29.18800(N)    122 28 44.09100(W) AD(       ) 2
 SY4592
 SY4592.Superseded values are not recommended for survey control.
 SY4592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4592.See file dsdata.txt to determine how the superseded data were derived.
 SY4592
 SY4592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3912165446(NAD 83)
 SY4592_MARKER: Z = SEE DESCRIPTION
 SY4592_SETTING: 0 = UNSPECIFIED SETTING
 SY4592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4592
 SY4592  HISTORY     - Date     Condition        Report By
 SY4592  HISTORY     - 1934     MONUMENTED       CGS
 SY4592  HISTORY     - 1961     MARK NOT FOUND   LOCENG
 SY4592
 SY4592                          STATION DESCRIPTION
 SY4592
 SY4592'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 SY4592'RECOVERED BY BRACY THOMAS.
 SY4592'
 SY4592'THIS STATION WAS NOT FOUND.  WE SAW A CONCRETE MONUMENT ABOUT 8
 SY4592'IN SQUARE-X36 IN-LONG IN 3 FEET OF WATER.  MONUMENT HAS BEEN
 SY4592'KNOCKED OUT AND WAS LYING IN THE WATER JUST OFF THE POINT.  THE
 SY4592'R.M.S ARE EITHER COVERED BY LOOSE GRAVEL OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0429 ***********************************************************************
 SW0429  DESIGNATION -  EAST BRIDGE BOR
 SW0429  PID         -  SW0429
 SW0429  STATE/COUNTY-  WA/OKANOGAN
 SW0429  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW0429
 SW0429                         *CURRENT SURVEY CONTROL
 SW0429  ___________________________________________________________________
 SW0429* NAD 83(1986)-  47 57 55.     (N)    118 58 44.     (W)     SCALED    
 SW0429* NAVD 88     -       333.652  (meters)    1094.66   (feet)  ADJUSTED  
 SW0429  ___________________________________________________________________
 SW0429  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 SW0429  DYNAMIC HT  -         333.686 (meters)    1094.77  (feet)  COMP
 SW0429  MODELED GRAV-     980,707.5   (mgal)                       NAVD 88
 SW0429
 SW0429  VERT ORDER  -  SECOND    CLASS 0
 SW0429
 SW0429.The horizontal coordinates were scaled from a topographic map and have
 SW0429.an estimated accuracy of +/- 6 seconds.
 SW0429
 SW0429.The orthometric height was determined by differential leveling
 SW0429.and adjusted by the National Geodetic Survey in June 1991..
 SW0429
 SW0429.The geoid height was determined by GEOID03.
 SW0429
 SW0429.The dynamic height is computed by dividing the NAVD 88
 SW0429.geopotential number by the normal gravity value computed on the
 SW0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0429.degrees latitude (g = 980.6199 gals.).
 SW0429
 SW0429.The modeled gravity was interpolated from observed gravity values.
 SW0429
 SW0429;                    North         East    Units  Estimated Accuracy
 SW0429;SPC WA N     -   108,990.      638,460.      MT  (+/- 180 meters Scaled)
 SW0429
 SW0429                          SUPERSEDED SURVEY CONTROL
 SW0429
 SW0429  NGVD 29 (??/??/92)  332.451  (m)         1090.72   (f) ADJ UNCH    2 0
 SW0429
 SW0429.Superseded values are not recommended for survey control.
 SW0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0429.See file dsdata.txt to determine how the superseded data were derived.
 SW0429
 SW0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP522143(NAD 83)
 SW0429_MARKER: DD = SURVEY DISK
 SW0429_SETTING: 80 = SET IN A BOULDER
 SW0429_SP_SET: BOULDER
 SW0429_STAMPING: EAST BRIDGE 1092.130 1935
 SW0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0429+STABILITY: SURFACE MOTION
 SW0429
 SW0429  HISTORY     - Date     Condition        Report By
 SW0429  HISTORY     - 1935     MONUMENTED       BOR
 SW0429  HISTORY     - 1937     GOOD             NGS
 SW0429  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0429  HISTORY     - 1981     MARK NOT FOUND   NGS
 SW0429
 SW0429                          STATION DESCRIPTION
 SW0429
 SW0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 SW0429'IN MASON CITY.
 SW0429'100 YARDS SOUTH OF EAST END OF NEW STEEL BRIDGE, 15 FEET SOUTHWEST OF
 SW0429'NORTHWEST END OF BUREAU OF RECLAMATION TESTING LABORATORY, SET IN 3
 SW0429'FOOT GRANITE BOULDER AT TOP OF RIVER BANK.  U.S. BUREAU OF RECLAMATION
 SW0429'BRONZE DISK.  NOTE-- CONSTR OF PARKING LOTS AND DRIVEWAY IN AREA.
 SW0429
 SW0429                          STATION RECOVERY (1966)
 SW0429
 SW0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0429'MARK NOT FOUND.
 SW0429
 SW0429                          STATION RECOVERY (1981)
 SW0429
 SW0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0429'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4911 ***********************************************************************
 SY4911  DESIGNATION -  EAST CABLE
 SY4911  PID         -  SY4911
 SY4911  STATE/COUNTY-  WA/SNOHOMISH
 SY4911  USGS QUAD   -  EDMONDS WEST (1978)
 SY4911
 SY4911                         *CURRENT SURVEY CONTROL
 SY4911  ___________________________________________________________________
 SY4911* NAD 83(1991)-  47 47 27.39527(N)    122 23 24.41633(W)     ADJUSTED  
 SY4911* NAVD 88     -                                                        
 SY4911  ___________________________________________________________________
 SY4911  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 SY4911  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY4911
 SY4911  HORZ ORDER  -  THIRD
 SY4911
 SY4911.The horizontal coordinates were established by classical geodetic methods
 SY4911.and adjusted by the National Geodetic Survey in December 1991..
 SY4911
 SY4911
 SY4911.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4911
 SY4911.The geoid height was determined by GEOID03.
 SY4911
 SY4911;                    North         East     Units Scale Factor Converg.
 SY4911;SPC WA N     -    89,118.183   383,368.787   MT  0.99995845   -1 09 32.6
 SY4911;SPC WA N     -   292,381.91  1,257,769.10   sFT  0.99995845   -1 09 32.6
 SY4911;UTM  10      - 5,293,244.921   545,678.046   MT  0.99962564   +0 27 06.3
 SY4911
 SY4911                          SUPERSEDED SURVEY CONTROL
 SY4911
 SY4911  NAD 83(1986)-  47 47 27.38988(N)    122 23 24.41883(W) AD(       ) 4
 SY4911  NAD 27      -  47 47 28.04000(N)    122 23 19.94000(W) AD(       ) 3
 SY4911
 SY4911.Superseded values are not recommended for survey control.
 SY4911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4911.See file dsdata.txt to determine how the superseded data were derived.
 SY4911
 SY4911_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4567893245(NAD 83)
 SY4911
 SY4911  HISTORY     - Date     Condition        Report By
 SY4911  HISTORY     - 1951     MONUMENTED       CGS
 SY4911
 SY4911                          STATION DESCRIPTION
 SY4911
 SY4911'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 SY4911'STATION IS A 4- BY 8-FOOT BANNER ON A 16-FOOT 3- BY 3-INCH POLE
 SY4911'AT THE E EXTREMITY OF THE PROPOSED BONNEVILLE POWER ADMINISTRATION
 SY4911'CABLE CROSSING ABOUT 3/4 MILE N OF POINT WELLS.  IT IS NOT MARKED
 SY4911'AND NOT RECOVERABLE.  IT IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2750 ***********************************************************************
 RC2750  DESIGNATION -  EAST CRATER
 RC2750  PID         -  RC2750
 RC2750  STATE/COUNTY-  WA/SKAMANIA
 RC2750  USGS QUAD   -  GIFFORD PEAK (1983)
 RC2750
 RC2750                         *CURRENT SURVEY CONTROL
 RC2750  ___________________________________________________________________
 RC2750* NAD 83(1991)-  45 59 53.12788(N)    121 47 10.86208(W)     ADJUSTED  
 RC2750* NAVD 88     -      1616.2    (meters)    5302.     (feet)  VERTCON   
 RC2750  ___________________________________________________________________
 RC2750  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 RC2750  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 RC2750
 RC2750  HORZ ORDER  -  THIRD
 RC2750
 RC2750.The horizontal coordinates were established by classical geodetic methods
 RC2750.and adjusted by the National Geodetic Survey in April 1994..
 RC2750
 RC2750.The NAVD 88 height was computed by applying the VERTCON shift value to
 RC2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RC2750
 RC2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2750
 RC2750.The geoid height was determined by GEOID03.
 RC2750
 RC2750;                    North         East     Units Scale Factor Converg.
 RC2750;SPC WA S     -    74,700.388   400,359.347   MT  0.99996672   -0 56 03.8
 RC2750;SPC WA S     -   245,079.52  1,313,512.29   sFT  0.99996672   -0 56 03.8
 RC2750;UTM  10      - 5,094,551.413   593,978.680   MT  0.99970857   +0 52 23.0
 RC2750
 RC2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2750!SPC WA S     -   0.99974986  x   0.99996672  =   0.99971659
 RC2750!UTM  10      -   0.99974986  x   0.99970857  =   0.99945851
 RC2750
 RC2750                          SUPERSEDED SURVEY CONTROL
 RC2750
 RC2750  NGVD 29 (04/13/94) 1615.0    (m)         5299.     (f) VERT ANG       
 RC2750
 RC2750.Superseded values are not recommended for survey control.
 RC2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2750.See file dsdata.txt to determine how the superseded data were derived.
 RC2750
 RC2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9397994551(NAD 83)
 RC2750_MARKER: DD = SURVEY DISK
 RC2750_SETTING: 66 = SET IN ROCK OUTCROP
 RC2750_SP_SET: SET IN ROCK OUTCROP
 RC2750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC2750+STABILITY: POSITION/ELEVATION WELL
 RC2750
 RC2750  HISTORY     - Date     Condition        Report By
 RC2750  HISTORY     - 1956     MONUMENTED       USGS
 RC2750  HISTORY     - 1964     GOOD             USGS
 RC2750
 RC2750                          STATION DESCRIPTION
 RC2750
 RC2750'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 RC2750'LOCATED ABOUT 15 MI NNE. OF HEMLOCK RANGER STATION, 14 MI W. OF
 RC2750'TROUT LAKE.  ON SOUTHEAST LIP OF RIM OF CRATER IN GIFFORD PINCHOT
 RC2750'NATIONAL FOREST, ABOUT 3 FT BELOW HIGHEST PINNACLE OF TOP.
 RC2750'
 RC2750'TO REACH FROM Y-INTERSECTION AT TROUT LAKE, DRIVE 7.5 MI W. ALONG
 RC2750'MAIN RD. TO PETERSON GUARD STATION, CONTINUE PAST GUARD STATION 2
 RC2750'MI TO LOGGING RD. X-ING., CONTINUE TOWARD HEMLOCK RANGER STATION
 RC2750'1.6 MI TO TRAIL RIGHT TO EAST CRATER.  TAKE TRAIL RIGHT ABOUT 5 MI
 RC2750'TO SMALL LAKE ON LEFT SIDE OF TRAIL.  TURN OFF TRAIL LEFT TO TOP
 RC2750'OF EAST CRATER AND STATION.  A 6-HOUR PACK.
 RC2750'
 RC2750'STATION MARK--STANDARD TABLET STAMPED---EAST CRATER 1956---,
 RC2750'CEMENTED IN CINDER ROCK OUTCROP.
 RC2750'
 RC2750'RM 1--STANDARD RM TABLET STAMPED---NO 1 1956---, CEMENTED IN DRILL
 RC2750'HOLE IN ROCK OUTCROP.
 RC2750'
 RC2750'RM 2--STANDARD RM TABLET STAMPED---NO 2 1956---, CEMENTED IN DRILL
 RC2750'HOLE IN ROCK OUTCROP.
 RC2750
 RC2750                          STATION RECOVERY (1964)
 RC2750
 RC2750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RC2750'RECOVERED AS DESCRIBED.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2619 ***********************************************************************
 SC2619  DESIGNATION -  EAST END OF JETTY LIGHT
 SC2619  PID         -  SC2619
 SC2619  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2619  USGS QUAD   -  ABERDEEN (1994)
 SC2619
 SC2619                         *CURRENT SURVEY CONTROL
 SC2619  ___________________________________________________________________
 SC2619* NAD 83(1991)-  46 57 25.51286(N)    123 50 52.33520(W)     ADJUSTED  
 SC2619* NAVD 88     -                                                        
 SC2619  ___________________________________________________________________
 SC2619  LAPLACE CORR-          11.96  (seconds)                    DEFLEC99
 SC2619  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 SC2619
 SC2619  HORZ ORDER  -  THIRD
 SC2619
 SC2619.The horizontal coordinates were established by classical geodetic methods
 SC2619.and adjusted by the National Geodetic Survey in December 1991..
 SC2619
 SC2619
 SC2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2619
 SC2619.The geoid height was determined by GEOID03.
 SC2619
 SC2619;                    North         East     Units Scale Factor Converg.
 SC2619;SPC WA S     -   185,889.667   245,263.437   MT  0.99993566   -2 25 54.8
 SC2619;SPC WA S     -   609,873.02    804,668.46   sFT  0.99993566   -2 25 54.8
 SC2619;UTM  10      - 5,200,744.212   435,488.692   MT  0.99965115   -0 37 10.9
 SC2619
 SC2619                          SUPERSEDED SURVEY CONTROL
 SC2619
 SC2619  NAD 83(1986)-  46 57 25.50818(N)    123 50 52.33465(W) AD(       ) 4
 SC2619  NAD 27      -  46 57 26.19000(N)    123 50 54.72300(W) AD(       ) 3
 SC2619
 SC2619.Superseded values are not recommended for survey control.
 SC2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2619.See file dsdata.txt to determine how the superseded data were derived.
 SC2619
 SC2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3548900744(NAD 83)
 SC2619
 SC2619  HISTORY     - Date     Condition        Report By
 SC2619  HISTORY     - 1911     MONUMENTED       CGS
 SC2619  HISTORY     - 1935     SEE DESCRIPTION  USE
 SC2619  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2619
 SC2619                          STATION DESCRIPTION
 SC2619
 SC2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (GTR)
 SC2619'STATION IS LANTERN ON DOLPHIN.
 SC2619
 SC2619                          STATION RECOVERY (1935)
 SC2619
 SC2619'RECOVERY NOTE BY US ENGINEERS 1935
 SC2619'DESTROYED.
 SC2619
 SC2619                          STATION RECOVERY (1952)
 SC2619
 SC2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2619'STATION IS DESTROYED.  THERE IS NO LANTERN ON A DOLPHIN AND NO
 SC2619'DOLPHIN AT THE POSITION OF THIS STATION.  IT IS LISTED ON PAGE
 SC2619'1010 OF LIST OF GEOGRAPHIC POSITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1362 ***********************************************************************
 SB1362  DESIGNATION -  EAST FLATTOP
 SB1362  PID         -  SB1362
 SB1362  STATE/COUNTY-  WA/SKAMANIA
 SB1362  USGS QUAD   -  TROUT LAKE (1970)
 SB1362
 SB1362                         *CURRENT SURVEY CONTROL
 SB1362  ___________________________________________________________________
 SB1362* NAD 83(1991)-  46 01 39.41947(N)    121 36 43.66732(W)     ADJUSTED  
 SB1362* NAVD 88     -      1339.8    (meters)    4396.     (feet)  VERTCON   
 SB1362  ___________________________________________________________________
 SB1362  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 SB1362  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 SB1362
 SB1362  HORZ ORDER  -  THIRD
 SB1362
 SB1362.The horizontal coordinates were established by classical geodetic methods
 SB1362.and adjusted by the National Geodetic Survey in April 1994..
 SB1362
 SB1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1362
 SB1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1362
 SB1362.The geoid height was determined by GEOID03.
 SB1362
 SB1362;                    North         East     Units Scale Factor Converg.
 SB1362;SPC WA S     -    77,776.562   413,899.784   MT  0.99996162   -0 48 28.2
 SB1362;SPC WA S     -   255,171.94  1,357,936.21   sFT  0.99996162   -0 48 28.2
 SB1362;UTM  10      - 5,098,052.212   607,412.161   MT  0.99974183   +0 59 56.1
 SB1362
 SB1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1362!SPC WA S     -   0.99979316  x   0.99996162  =   0.99975479
 SB1362!UTM  10      -   0.99979316  x   0.99974183  =   0.99953504
 SB1362
 SB1362                          SUPERSEDED SURVEY CONTROL
 SB1362
 SB1362  NGVD 29 (04/13/94) 1338.7    (m)         4392.     (f) VERT ANG       
 SB1362
 SB1362.Superseded values are not recommended for survey control.
 SB1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1362.See file dsdata.txt to determine how the superseded data were derived.
 SB1362
 SB1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR0741298052(NAD 83)
 SB1362_MARKER: DD = SURVEY DISK
 SB1362_SETTING: 0 = UNSPECIFIED SETTING
 SB1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB1362
 SB1362  HISTORY     - Date     Condition        Report By
 SB1362  HISTORY     - 1956     MONUMENTED       USGS
 SB1362  HISTORY     - 1970     GOOD             USGS
 SB1362
 SB1362                          STATION DESCRIPTION
 SB1362
 SB1362'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SB1362'LOCATED ABOUT 4 MI NE. OF PETERSON GUARD STATION, 3 MI NW. OF
 SB1362'TROUT LAKE.  ON EAST END OF FLATTOP MOUNTAIN.
 SB1362'
 SB1362'TO REACH FROM Y-INTERSECTION OF TROUT LAKE, DRIVE 7.5 MI W. TO
 SB1362'PETERSON GUARD STATION.  TURN RIGHT AT SIGN HUCKLEBERRY FIELD
 SB1362'3.4 MI N. TO RD. FORKS.  TAKE RIGHT FORK AT SIGN FLATTOP LO 1.7
 SB1362'MI TO RD. FORKS AND SIGN FLATTOP LO 2.  TAKE RIGHT FORK 1.5 MI
 SB1362'TO TOP OF MOUNTAIN AND STATION, ABOUT 50 FT S. OF LOT AND 20 FT
 SB1362'E. OF RD.
 SB1362'
 SB1362'STATION MARK--STANDARD TABLET STAMPED---EAST FLATTOP 1956---,
 SB1362'BRAZED ON TOP OF 3-1/2 INCH IRON PIPE PROJECTING 0.1 FT.
 SB1362'
 SB1362'RM 1--STANDARD RM TABLET STAMPED---NO 1 1956---, IN MIDDLE OF
 SB1362'CONCRETE POST OF SOUTH TIER OF OLD FOUNDATION BLOCKS.
 SB1362'
 SB1362'RM 2--STANDARD RM TABLET STAMPED---NO 2 1956---, BRAZED ON TOP OF
 SB1362'3-1/2 INCH IRON PIPE PROJECTING 0.8 FT.
 SB1362
 SB1362                          STATION RECOVERY (1970)
 SB1362
 SB1362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SB1362'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1239 ***********************************************************************
 TR1239  DESIGNATION -  EAST HOPE 2 1907
 TR1239  PID         -  TR1239
 TR1239  STATE/COUNTY-  WA/SKAGIT
 TR1239  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1239
 TR1239                         *CURRENT SURVEY CONTROL
 TR1239  ___________________________________________________________________
 TR1239* NAD 83(1991)-  48 23 50.31480(N)    122 33 39.75755(W)     ADJUSTED  
 TR1239* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1239  ___________________________________________________________________
 TR1239  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 TR1239  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 TR1239
 TR1239  HORZ ORDER  -  THIRD
 TR1239
 TR1239.The horizontal coordinates were established by classical geodetic methods
 TR1239.and adjusted by the National Geodetic Survey in December 1991..
 TR1239
 TR1239.The orthometric height was scaled from a topographic map.
 TR1239
 TR1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1239
 TR1239.The geoid height was determined by GEOID03.
 TR1239
 TR1239;                    North         East     Units Scale Factor Converg.
 TR1239;SPC WA N     -   156,794.088   372,078.691   MT  0.99995413   -1 17 10.7
 TR1239;SPC WA N     -   514,415.27  1,220,728.17   sFT  0.99995413   -1 17 10.7
 TR1239;UTM  10      - 5,360,554.148   532,491.916   MT  0.99961297   +0 19 41.7
 TR1239
 TR1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1239!SPC WA N     -   1.00000313  x   0.99995413  =   0.99995726
 TR1239!UTM  10      -   1.00000313  x   0.99961297  =   0.99961610
 TR1239
 TR1239:                Primary Azimuth Mark                     Grid Az
 TR1239:SPC WA N     -  TOP 1907                                 133 19 37.8
 TR1239:UTM  10      -  TOP 1907                                 131 42 45.4
 TR1239
 TR1239|---------------------------------------------------------------------|
 TR1239| PID    Reference Object                     Distance      Geod. Az  |
 TR1239|                                                           dddmmss.s |
 TR1239| TR1144 TOP 1907                            APPROX. 6.0 KM 1320227.1 |
 TR1239|---------------------------------------------------------------------|
 TR1239
 TR1239                          SUPERSEDED SURVEY CONTROL
 TR1239
 TR1239  NAD 83(1986)-  48 23 50.31795(N)    122 33 39.76254(W) AD(       ) 3
 TR1239  NAD 27      -  48 23 50.95400(N)    122 33 35.14500(W) AD(       ) 3
 TR1239
 TR1239.Superseded values are not recommended for survey control.
 TR1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1239.See file dsdata.txt to determine how the superseded data were derived.
 TR1239
 TR1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3249260554(NAD 83)
 TR1239
 TR1239  HISTORY     - Date     Condition        Report By
 TR1239  HISTORY     - 1907     MONUMENTED       CGS
 TR1239  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1239  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1239
 TR1239                          STATION DESCRIPTION
 TR1239
 TR1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (RBD)
 TR1239'STATION IS LOCATED ON HIGH POINT ON MOST WESTERLY SIDE OF SMALL
 TR1239'ISLAND RUNNING S BY E FROM THE SE END OF HOPE ISLAND AND CONNECTING
 TR1239'WITH THE LATTER BY SMALL SAND BAR.  SIGNAL IS MARKED BY SHATTERED
 TR1239'HOLE DRILLED INTO SHATTERED ROCK.  THE HOLE WAS FILLED WITH CEMENT
 TR1239'AND A NAIL PLACED IN IT.  CENTER IS DISTANT 19.34 METERS FROM
 TR1239'BLAZE ON STUMP.  SIXTY-TWO CENTIMETERS HIGH BEARING NE FROM
 TR1239'SIGNAL, AND 6.13 METERS FROM BLAZE ON TREE.  THERE ARE SEVERAL
 TR1239'STUMPS SURROUNDING THE ABOVE-MENTIONED STUMP AND LINE
 TR1239'JOINING IT WITH SIGNAL PASSES OVER WEDGE-SHAPED CREVICE IN
 TR1239'SIDE OF HILL.  THERE ARE INDICATIONS OF OTHER SIGNALS HAVING
 TR1239'BEEN ERECTED IN THIS LOCALITY.
 TR1239
 TR1239                          STATION RECOVERY (1939)
 TR1239
 TR1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1239'STATION LOST, WITNESS TREES COULD NOT BE IDENTIFIED.  SHATTERED
 TR1239'ROCK NOTED IN ORIGINAL DESCRIPTION PROBABLY SLOUGHED OFF.
 TR1239
 TR1239                          STATION RECOVERY (1960)
 TR1239
 TR1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1239'THE STATION WAS NOT RECOVERED.
 TR1239'
 TR1239'THE AREA WAS SEARCHED AND THE BLAZE ON THE STUMP MENTIONED IN
 TR1239'THE ORIGINAL DESCRIPTION WAS FOUND.  THE DISTANCE WAS MEASURED
 TR1239'FROM THE STUMP BUT THE ROCK MENTIONED APPEARS TO HAVE BROKEN OFF
 TR1239'THE CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1118 ***********************************************************************
 SX1118  DESIGNATION -  EAST POINT
 SX1118  PID         -  SX1118
 SX1118  STATE/COUNTY-  WA/CHELAN
 SX1118  USGS QUAD   -  BRIEF (1987)
 SX1118
 SX1118                         *CURRENT SURVEY CONTROL
 SX1118  ___________________________________________________________________
 SX1118* NAD 83(1991)-  47 57 29.73163(N)    120 24 32.34363(W)     ADJUSTED  
 SX1118* NAVD 88     -      2085.6    (meters)    6843.     (feet)  VERTCON   
 SX1118  ___________________________________________________________________
 SX1118  LAPLACE CORR-          -9.18  (seconds)                    DEFLEC99
 SX1118  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 SX1118
 SX1118  HORZ ORDER  -  FIRST
 SX1118
 SX1118.The horizontal coordinates were established by classical geodetic methods
 SX1118.and adjusted by the National Geodetic Survey in December 1991..
 SX1118
 SX1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1118
 SX1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1118
 SX1118.The geoid height was determined by GEOID03.
 SX1118
 SX1118;                    North         East     Units Scale Factor Converg.
 SX1118;SPC WA N     -   106,628.403   531,690.862   MT  0.99994612   +0 18 57.4
 SX1118;SPC WA N     -   349,830.02  1,744,389.10   sFT  0.99994612   +0 18 57.4
 SX1118;UTM  10      - 5,314,909.990   693,427.250   MT  1.00005975   +1 55 29.4
 SX1118
 SX1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1118!SPC WA N     -   0.99967603  x   0.99994612  =   0.99962217
 SX1118!UTM  10      -   0.99967603  x   1.00005975  =   0.99973576
 SX1118
 SX1118:                Primary Azimuth Mark                     Grid Az
 SX1118:SPC WA N     -  EAST POINT AZ MK                         008 55 50.8
 SX1118:UTM  10      -  EAST POINT AZ MK                         007 19 18.8
 SX1118
 SX1118|---------------------------------------------------------------------|
 SX1118| PID    Reference Object                     Distance      Geod. Az  |
 SX1118|                                                           dddmmss.s |
 SX1118| CF1389 EAST POINT AZ MK                                   0091448.2 |
 SX1118| SX1117 JUNIOR POINT LOOKOUT HOUSE          APPROX. 4.1 KM 0091855.1 |
 SX1118| SX1114 STORMY MTN FOREST SERVICE LOH       APPROX. 7.9 KM 1473741.8 |
 SX1118| CF1390 EAST POINT RM 1                       9.492 METERS 18512     |
 SX1118| SX1190 KLONE PEAK LOOKOUT HOUSE            APPROX.15.8 KM 2713139.3 |
 SX1118| CF1391 EAST POINT RM 2                      13.467 METERS 31819     |
 SX1118|---------------------------------------------------------------------|
 SX1118
 SX1118                          SUPERSEDED SURVEY CONTROL
 SX1118
 SX1118  NAD 83(1986)-  47 57 29.73289(N)    120 24 32.33075(W) AD(       ) 1
 SX1118  NAD 27      -  47 57 30.25300(N)    120 24 27.99900(W) AD(       ) 1
 SX1118  NGVD 29 (07/19/86) 2084.2    (m)         6838.     (f) VERT ANG       
 SX1118
 SX1118.Superseded values are not recommended for survey control.
 SX1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1118.See file dsdata.txt to determine how the superseded data were derived.
 SX1118
 SX1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFU9342714910(NAD 83)
 SX1118_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1118_SETTING: 66 = SET IN ROCK OUTCROP
 SX1118
 SX1118  HISTORY     - Date     Condition        Report By
 SX1118  HISTORY     - 1950     MONUMENTED       CGS
 SX1118  HISTORY     - 1965     SEE DESCRIPTION  LOCENG
 SX1118
 SX1118                          STATION DESCRIPTION
 SX1118
 SX1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SX1118'THE STATION IS LOCATED ON THE EASTERN AND HIGHEST POINT OF A
 SX1118'NORTHWEST-SOUTHEAST RIDGE THAT BREAKS OFF SHARPLY TO THE EAST.  IT IS
 SX1118'ABOUT 20 MILES AIRLINE WEST-NORTHWEST OF CHELAN, ABOUT 5 MILES
 SX1118'AIRLINE SOUTHWEST OF THE SOUTHWEST EDGE OF LAKE CHELAN, AND ABOUT
 SX1118'2-1/2 MILES AIRLINE SOUTH OF JUNIOR POINT LOOKOUT HOUSE.
 SX1118'
 SX1118'TO REACH THE STATION FROM THE POST OFFICE IN LAKESIDE, GO WEST ON
 SX1118'U.S. HIGHWAY 97 FOR 1.9 MILES TO A FORK.  TURN RIGHT AS PER SIGN 25
 SX1118'MILE CREEK AND GO 4.8 MILES TO A FORK.  KEEP STRAIGHT AHEAD,
 SX1118'RIGHT, AND GO 11.6 MILES TO A SMALL BRIDGE OVER 25 MILE CREEK.
 SX1118'CROSS THE BRIDGE AND GO 0.2 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 SX1118'LEFT AS PER SIGN ENTIAT RIVER 28 AND GO 2.5 MILES TO A FORK.  KEEP
 SX1118'STRAIGHT AHEAD, RIGHT, AND GO 1.1 MILES TO A FORK.  KEEP STRAIGHT
 SX1118'AHEAD, RIGHT, AS PER SIGN JUNIOR POINT LOOKOUT 13 AND GO 1.9 MILES
 SX1118'TO A FORK.  TURN LEFT AND GO 1.2 MILES TO A FORK.  TURN RIGHT AND
 SX1118'GO 7.9 MILES TO A FORK.  KEEP STRAIGHT AHEAD, RIGHT, AND GO 0.3 MILE
 SX1118'TO A FORK.  KEEP STRAIGHT AHEAD, LEFT, AS PER SIGN HANDY SPRING AND
 SX1118'GO 0.4 MILE TO A FORK.  (A TRUCK WITH 4-WHEEL DRIVE IS NEEDED FROM
 SX1118'THIS POINT ON.) KEEP STRAIGHT AHEAD, RIGHT, AND GO 0.2 MILE TO THE
 SX1118'END OF THE ROAD.  KEEP STRAIGHT AHEAD, SOUTH, AND GO UP HILL ALONG
 SX1118'THE WEST EDGE OF SOME TIMBER FOR 0.3 MILE TO THE TOP OF THE RIDGE.
 SX1118'TURN LEFT AND FOLLOW THE CREST OF THE RIDGE 0.4 MILE SOUTHEAST TO
 SX1118'A LARGE MEADOW.  CROSS THE MEADOW AND GO SOUTHWEST ALONG THE TOP OF
 SX1118'THE RIDGE FOR ABOUT 1.0 MILE TO A SADDLE AND A TRAIL.  FOLLOW THE
 SX1118'TRAIL SOUTH AND SOUTHEAST FOR ABOUT 1.5 MILES TO A POINT WEST OF THE
 SX1118'HIGHEST POINT OF THE RIDGE.  TURN LEFT AND GO CROSS COUNTRY FOR 0.2
 SX1118'MILE TO THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 SX1118'
 SX1118'THE STATION MARK IS A STANDARD DISK STAMPED EAST PT 1950 SET IN A
 SX1118'DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 2 INCHES ABOVE
 SX1118'THE GROUND.
 SX1118'
 SX1118'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED EAST PT NO 1 1950
 SX1118'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 SX1118'GROUND.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 SX1118'
 SX1118'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED EAST PT NO 2
 SX1118'1950 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT
 SX1118'4 FEET ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 SX1118'
 SX1118'THE AZIMUTH MARK IS LOCATED IN THE STEPS OF THE JUNIOR POINT
 SX1118'LOOKOUT AND IS A STANDARD DISK STAMPED EAST PT 1950 SET IN A DRILL
 SX1118'HOLE IN THE EIGHTH STEP FROM THE BOTTOM OF THE LOOKOUT.  TO REACH
 SX1118'THE AZIMUTH MARK FROM THE FORK AT THE SIGN HANDY SPRING MENTIONED
 SX1118'ABOVE, GO 0.3 MILE NORTH TO A FORK.  TURN RIGHT AND GO 0.5 MILE TO
 SX1118'THE JUNIOR POINT LOOKOUT AND THE AZIMUTH MARK.
 SX1118
 SX1118                          STATION RECOVERY (1965)
 SX1118
 SX1118'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 (RV)
 SX1118'THE STATION WAS RECOVERED IN GOOD CONDITION.
 SX1118'
 SX1118'THE REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1102 ***********************************************************************
 TR1102  DESIGNATION -  EAST POINT LIGHT
 TR1102  PID         -  TR1102
 TR1102  STATE/COUNTY-  WA/ISLAND
 TR1102  USGS QUAD   -  LANGLEY (1968)
 TR1102
 TR1102                         *CURRENT SURVEY CONTROL
 TR1102  ___________________________________________________________________
 TR1102* NAD 83(1991)-  48 05 49.08491(N)    122 29 29.41204(W)     ADJUSTED  
 TR1102* NAVD 88     -                                                        
 TR1102  ___________________________________________________________________
 TR1102  LAPLACE CORR-          -8.43  (seconds)                    DEFLEC99
 TR1102  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 TR1102
 TR1102  HORZ ORDER  -  THIRD
 TR1102
 TR1102.The horizontal coordinates were established by classical geodetic methods
 TR1102.and adjusted by the National Geodetic Survey in December 1991..
 TR1102
 TR1102
 TR1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1102
 TR1102.The geoid height was determined by GEOID03.
 TR1102
 TR1102;                    North         East     Units Scale Factor Converg.
 TR1102;SPC WA N     -   123,293.850   376,507.222   MT  0.99994232   -1 14 04.3
 TR1102;SPC WA N     -   404,506.57  1,235,257.44   sFT  0.99994232   -1 14 04.3
 TR1102;UTM  10      - 5,327,202.953   537,860.374   MT  0.99961761   +0 22 42.5
 TR1102
 TR1102                          SUPERSEDED SURVEY CONTROL
 TR1102
 TR1102  NAD 83(1986)-  48 05 49.08350(N)    122 29 29.41415(W) AD(       ) 4
 TR1102  NAD 27      -  48 05 49.74700(N)    122 29 24.85700(W) AD(       ) 3
 TR1102
 TR1102.Superseded values are not recommended for survey control.
 TR1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1102.See file dsdata.txt to determine how the superseded data were derived.
 TR1102
 TR1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3786027203(NAD 83)
 TR1102
 TR1102  HISTORY     - Date     Condition        Report By
 TR1102  HISTORY     - 1944     MONUMENTED       CGS
 TR1102  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1102
 TR1102                          STATION DESCRIPTION
 TR1102
 TR1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (CP)
 TR1102'ON EASTERN SHORE OF WHIDBEY ISLAND, AT ENTRANCE TO SARATOGA
 TR1102'PASSAGE AND ON THE LOW SAND POINT CALLED EAST POINT.
 TR1102'
 TR1102'LIGHT ON TOP OF SMALL WHITE RECTANGULAR STRUCTURE, SET ON
 TR1102'DRIVEN PILES, FLASHES WHITE EVERY 4 SECONDS, ABOUT 12 FEET ABOVE
 TR1102'THE SAND BEACH AND 23 METERS BACK FROM THE HIGH WATER LINE ON THE
 TR1102'EXTREME END OF THE POINT.
 TR1102
 TR1102                          STATION RECOVERY (1960)
 TR1102
 TR1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1102'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1738 ***********************************************************************
 SC1738  DESIGNATION -  EAST PUGET 1936
 SC1738  PID         -  SC1738
 SC1738  STATE/COUNTY-  WA/WAHKIAKUM
 SC1738  USGS QUAD   -  NASSA POINT (1985)
 SC1738
 SC1738                         *CURRENT SURVEY CONTROL
 SC1738  ___________________________________________________________________
 SC1738* NAD 83(1991)-  46 09 01.81854(N)    123 19 37.86354(W)     ADJUSTED  
 SC1738* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC1738  ___________________________________________________________________
 SC1738  LAPLACE CORR-           7.30  (seconds)                    DEFLEC99
 SC1738  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 SC1738
 SC1738  HORZ ORDER  -  THIRD
 SC1738
 SC1738.The horizontal coordinates were established by classical geodetic methods
 SC1738.and adjusted by the National Geodetic Survey in December 1991..
 SC1738
 SC1738.The orthometric height was scaled from a topographic map.
 SC1738
 SC1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1738
 SC1738.The geoid height was determined by GEOID03.
 SC1738
 SC1738;                    North         East     Units Scale Factor Converg.
 SC1738;SPC WA S     -    94,741.926   281,650.692   MT  0.99994319   -2 03 13.2
 SC1738;SPC WA S     -   310,832.47    924,048.98   sFT  0.99994319   -2 03 13.2
 SC1738;SPC OR N     -   279,845.376 2,281,626.977   MT  1.00004177   -2 00 18.0
 SC1738;SPC OR N     -   918,127.87  7,485,652.81   iFT  1.00004177   -2 00 18.0
 SC1738;UTM  10      - 5,110,821.892   474,734.145   MT  0.99960785   -0 14 09.4
 SC1738
 SC1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1738!SPC WA S     -   1.00000316  x   0.99994319  =   0.99994635
 SC1738!SPC OR N     -   1.00000316  x   1.00004177  =   1.00004493
 SC1738!UTM  10      -   1.00000316  x   0.99960785  =   0.99961101
 SC1738
 SC1738:                Primary Azimuth Mark                     Grid Az
 SC1738:SPC WA S     -  DIKE 66.4 DOLPHIN NORTH END              090 15 27.5
 SC1738:SPC OR N     -  DIKE 66.4 DOLPHIN NORTH END              090 12 32.3
 SC1738:UTM  10      -  DIKE 66.4 DOLPHIN NORTH END              088 26 23.7
 SC1738
 SC1738|---------------------------------------------------------------------|
 SC1738| PID    Reference Object                     Distance      Geod. Az  |
 SC1738|                                                           dddmmss.s |
 SC1738| SC1747 DIKE 66.4 DOLPHIN NORTH END         APPROX. 1.7 KM 0881214.3 |
 SC1738| SC1749 CATHLAMET CHAN DIKE N END LT        APPROX. 2.3 KM 0904653.5 |
 SC1738| SC1741 DIKE 67.0 DOLPHIN NORTH END         APPROX. 0.9 KM 0920959.2 |
 SC1738| SC1748 DIKE 66.0 DOLPHIN SOUTH END         APPROX. 2.3 KM 0960214.8 |
 SC1738| SC1746 CATHLAMET CHAN DIKE S END LT        APPROX. 1.6 KM 1015634.1 |
 SC1738| SC1740 FISHING 67 LIGHT                    APPROX. 0.8 KM 1155855.0 |
 SC1738| SC1743 WESTPORT BAR DIKE 6 LIGHT           APPROX. 1.5 KM 1345113.3 |
 SC1738| SC1755 TANDY                               APPROX. 5.5 KM 1483638.2 |
 SC1738| SC1739 DIKE 67.1 DOLPHIN NORTH END         APPROX. 1.2 KM 1611321.2 |
 SC1738| SC1734 WESTPORT BAR DIKE 4 LIGHT           APPROX. 1.1 KM 1941440.4 |
 SC1738| SC1733 DIKE 67.9 DOLPHIN NORTH END         APPROX. 1.4 KM 2195205.4 |
 SC1738| SC1730 WESTPORT BAR DIKE 2 LIGHT           APPROX. 1.8 KM 2360748.9 |
 SC1738|---------------------------------------------------------------------|
 SC1738
 SC1738                          SUPERSEDED SURVEY CONTROL
 SC1738
 SC1738  NAD 83(1991)-  46 09 01.81854(N)    123 19 37.86354(W) AD(       ) 3
 SC1738  NAD 83(1986)-  46 09 01.83567(N)    123 19 37.85674(W) AD(       ) 3
 SC1738  NAD 27      -  46 09 02.43569(N)    123 19 33.41014(W) AD(       ) 3
 SC1738
 SC1738.Superseded values are not recommended for survey control.
 SC1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1738.See file dsdata.txt to determine how the superseded data were derived.
 SC1738
 SC1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7473410822(NAD 83)
 SC1738_MARKER: Z = SEE DESCRIPTION
 SC1738_SETTING: 0 = UNSPECIFIED SETTING
 SC1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1738
 SC1738  HISTORY     - Date     Condition        Report By
 SC1738  HISTORY     - 1936     MONUMENTED       CGS
 SC1738  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1738
 SC1738                          STATION DESCRIPTION
 SC1738
 SC1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (RWK)
 SC1738'STATION IS ON THE EASTERN END OF PUGET ISLAND, ABOUT 8 METERS FROM
 SC1738'THE HIGHWATER LINE.
 SC1738'
 SC1738'THE STATION IS MARKED BY A STANDARD DISK STAMPED EAST PUGET 1936,
 SC1738'CEMENTED INTO A 5-FOOT SECTION OF 4-INCH CAST-IRON SOIL PIPE,
 SC1738'PROJECTING ABOUT 1 FOOT OUT OF THE GROUND.
 SC1738'
 SC1738'NO REFERENCE MARKS WERE ESTABLISHED.
 SC1738
 SC1738                          STATION RECOVERY (1949)
 SC1738
 SC1738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1738'A 30-MINUTE SEARCH REVEALED NO TRACE OF THE STATION.  IT IS
 SC1738'BELIEVED TO HAVE BEEN DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4395 ***********************************************************************
 SY4395  DESIGNATION -  EAST RANGE 1954
 SY4395  PID         -  SY4395
 SY4395  STATE/COUNTY-  WA/KING
 SY4395  USGS QUAD   -  POVERTY BAY (1994)
 SY4395
 SY4395                         *CURRENT SURVEY CONTROL
 SY4395  ___________________________________________________________________
 SY4395* NAD 83(1991)-  47 35 21.15348(N)    122 15 26.70094(W)     ADJUSTED  
 SY4395* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY4395  ___________________________________________________________________
 SY4395  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 SY4395  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4395
 SY4395  HORZ ORDER  -  THIRD
 SY4395
 SY4395.The horizontal coordinates were established by classical geodetic methods
 SY4395.and adjusted by the National Geodetic Survey in December 1991..
 SY4395.No horizontal observational check was made to the station.
 SY4395
 SY4395.The orthometric height was scaled from a topographic map.
 SY4395
 SY4395.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4395
 SY4395.The geoid height was determined by GEOID03.
 SY4395
 SY4395;                    North         East     Units Scale Factor Converg.
 SY4395;SPC WA N     -    66,500.512   392,894.114   MT  0.99998455   -1 03 36.9
 SY4395;SPC WA N     -   218,177.10  1,289,020.11   sFT  0.99998455   -1 03 36.9
 SY4395;UTM  10      - 5,270,911.322   555,831.534   MT  0.99963831   +0 32 53.8
 SY4395
 SY4395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4395!SPC WA N     -   1.00000354  x   0.99998455  =   0.99998809
 SY4395!UTM  10      -   1.00000354  x   0.99963831  =   0.99964184
 SY4395
 SY4395                          SUPERSEDED SURVEY CONTROL
 SY4395
 SY4395  NAD 83(1986)-  47 35 21.14740(N)    122 15 26.70697(W) AD(       ) 3
 SY4395  NAD 27      -  47 35 21.78900(N)    122 15 22.25800(W) AD(       ) 3
 SY4395
 SY4395.Superseded values are not recommended for survey control.
 SY4395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4395.See file dsdata.txt to determine how the superseded data were derived.
 SY4395
 SY4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5583270911(NAD 83)
 SY4395
 SY4395  HISTORY     - Date     Condition        Report By
 SY4395  HISTORY     - 1954     MONUMENTED       CGS
 SY4395  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4395  HISTORY     - 1988     GOOD             USPSQD
 SY4395  HISTORY     - 20060226 MARK NOT FOUND   USPSQD
 SY4395
 SY4395                          STATION DESCRIPTION
 SY4395
 SY4395'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (CP)
 SY4395'ON THE FLOATING PART OF THE LAKE WASHINGTON BRIDGE, BRASS PLUGS
 SY4395'SET IN THE SIDEWALK FLUSH WITH THE SURFACE, AND 6 IN. FROM THE
 SY4395'CONCRETE HANDRAIL ON THE S SIDE OF THE BRIDGE.  WEST RANGE IS ABOVE
 SY4395'THE FIFTH STEEL COLUMN FROM THE SOLID PORTION OF THE BRIDGE.  EAST
 SY4395'RANGE IS ABOVE THE FOURTH STEEL COLUMN FROM THE SOLID PORTION OF
 SY4395'THE BRIDGE.  DISTANCE BETWEEN THE MARKS IS 6079.75 FT.  BOTH
 SY4395'MARKS ARE EXACTLY ON THE LINE BETWEEN PONTOON WEST AND PONTOON
 SY4395'EAST.
 SY4395
 SY4395                          STATION RECOVERY (1963)
 SY4395
 SY4395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4395'RECOVERED AS DESCRIBED EXCEPT THAT THE STEEL COLUMNS REFERRED TO
 SY4395'COULD NOT BE IDENTIFIED.  THE STATION IS AT THE SIXTH SOLID
 SY4395'CONCRETE SECTION IN THE BRIDGE RAILING, COUNTING FROM THE WEST END
 SY4395'OF THE STEEL TRUSS, BETWEEN THE SOLID AND FLOATING SECTIONS ON THE
 SY4395'EAST END OF THE MERCER ISLAND FLOATING BRIDGE.  THESE SOLID
 SY4395'CONCRETE SECTIONS ARE 4 OR 5 FEET WIDE AND ABOUT 20 YARDS APART.
 SY4395
 SY4395                          STATION RECOVERY (1988)
 SY4395
 SY4395'RECOVERY NOTE BY US POWER SQUADRON 1988 (FAD)
 SY4395'RECOVERED IN GOOD CONDITION.
 SY4395
 SY4395                          STATION RECOVERY (2006)
 SY4395
 SY4395'RECOVERY NOTE BY US POWER SQUADRON 2006 (MCV)
 SY4395'NEW BRIDGE WAS OPENED IN 1989, SIDEWALKS ARE NOW IN NEW SECTION ON
 SY4395'NORTH SIDE.  IF MARKERS STILL EXIST, THEY ARE IN THE SHOULDER OF THE
 SY4395'ROAD ON THE OLD BRIGE AND ARE NOT SAFELY ACCESSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2172 ***********************************************************************
 TR2172  DESIGNATION -  EAST ROBERTS 1858
 TR2172  PID         -  TR2172
 TR2172  STATE/COUNTY-  WA/WHATCOM
 TR2172  USGS QUAD   -  POINT ROBERTS (1994)
 TR2172
 TR2172                         *CURRENT SURVEY CONTROL
 TR2172  ___________________________________________________________________
 TR2172* NAD 83(1991)-  48 58 26.78168(N)    123 01 36.97554(W)     ADJUSTED  
 TR2172* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2172  ___________________________________________________________________
 TR2172  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 TR2172  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 TR2172
 TR2172  HORZ ORDER  -  THIRD
 TR2172
 TR2172.The horizontal coordinates were established by classical geodetic methods
 TR2172.and adjusted by the National Geodetic Survey in December 1991..
 TR2172
 TR2172.The orthometric height was scaled from a topographic map.
 TR2172
 TR2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2172
 TR2172.The geoid height was determined by GEOID03.
 TR2172
 TR2172;                    North         East     Units Scale Factor Converg.
 TR2172;SPC WA N     -   221,788.436   339,419.890   MT  1.00005421   -1 37 59.5
 TR2172;SPC WA N     -   727,650.89  1,113,580.09   sFT  1.00005421   -1 37 59.5
 TR2172;UTM  10      - 5,424,577.627   498,028.691   MT  0.99960005   -0 01 13.2
 TR2172
 TR2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2172!SPC WA N     -   1.00000299  x   1.00005421  =   1.00005720
 TR2172!UTM  10      -   1.00000299  x   0.99960005  =   0.99960304
 TR2172
 TR2172:                Primary Azimuth Mark                     Grid Az
 TR2172:SPC WA N     -  WEST ROBERTS 1858                        267 50 24.8
 TR2172:UTM  10      -  WEST ROBERTS 1858                        266 13 38.5
 TR2172
 TR2172|---------------------------------------------------------------------|
 TR2172| PID    Reference Object                     Distance      Geod. Az  |
 TR2172|                                                           dddmmss.s |
 TR2172| TR2174 WEST ROBERTS 1858                   APPROX. 4.2 KM 2661225.3 |
 TR2172|---------------------------------------------------------------------|
 TR2172
 TR2172                          SUPERSEDED SURVEY CONTROL
 TR2172
 TR2172  NAD 83(1986)-  48 58 26.78143(N)    123 01 36.97593(W) AD(       ) 3
 TR2172  NAD 27      -  48 58 27.38000(N)    123 01 32.27000(W) AD(       ) 3
 TR2172
 TR2172.Superseded values are not recommended for survey control.
 TR2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2172.See file dsdata.txt to determine how the superseded data were derived.
 TR2172
 TR2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDV9802924578(NAD 83)
 TR2172
 TR2172  HISTORY     - Date     Condition        Report By
 TR2172  HISTORY     - 1858     MONUMENTED       COASUR
 TR2172  HISTORY     - 1951     SEE DESCRIPTION  CGS
 TR2172
 TR2172                          STATION DESCRIPTION
 TR2172
 TR2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (CWC)
 TR2172'A SEARCH WAS MADE FOR THE STATION BUT IT WAS NOT FOUND.  THE AREA
 TR2172'INDICATED IS THE SAME AS THAT IN WHICH PT. ROBERTS 1934 IS
 TR2172'LOCATED.  IT IS APPARENT FROM THE EXISTING CONDITIONS THAT THE
 TR2172'BLUFF TO THE S HAS SLUFFED OFF CONSIDERABLY AND THAT THE STATION
 TR2172'HAS PROBABLY GONE DOWN THE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3389 ***********************************************************************
 SY3389  DESIGNATION -  EAST TRANSMISSION TOWER
 SY3389  PID         -  SY3389
 SY3389  STATE/COUNTY-  WA/MASON
 SY3389  USGS QUAD   -  BELFAIR (1994)
 SY3389
 SY3389                         *CURRENT SURVEY CONTROL
 SY3389  ___________________________________________________________________
 SY3389* NAD 83(1991)-  47 23 23.99411(N)    122 48 59.86972(W)     ADJUSTED  
 SY3389* NAVD 88     -                                                        
 SY3389  ___________________________________________________________________
 SY3389  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 SY3389  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 SY3389
 SY3389  HORZ ORDER  -  THIRD
 SY3389
 SY3389.The horizontal coordinates were established by classical geodetic methods
 SY3389.and adjusted by the National Geodetic Survey in December 1991..
 SY3389
 SY3389
 SY3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3389
 SY3389.The geoid height was determined by GEOID03.
 SY3389
 SY3389;                    North         East     Units Scale Factor Converg.
 SY3389;SPC WA S     -   231,178.325   325,115.331   MT  1.00001346   -1 40 58.0
 SY3389;SPC WA S     -   758,457.55  1,066,649.22   sFT  1.00001346   -1 40 58.0
 SY3389;SPC WA N     -    45,290.547   350,272.705   MT  1.00002233   -1 28 35.8
 SY3389;SPC WA N     -   148,590.74  1,149,186.37   sFT  1.00002233   -1 28 35.8
 SY3389;UTM  10      - 5,248,520.995   513,839.006   MT  0.99960235   +0 08 05.8
 SY3389
 SY3389                          SUPERSEDED SURVEY CONTROL
 SY3389
 SY3389  NAD 83(1986)-  47 23 23.98989(N)    122 48 59.87835(W) AD(       ) 4
 SY3389  NAD 27      -  47 23 24.65100(N)    122 48 55.36000(W) AD(       ) 3
 SY3389
 SY3389.Superseded values are not recommended for survey control.
 SY3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3389.See file dsdata.txt to determine how the superseded data were derived.
 SY3389
 SY3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1383948521(NAD 83)
 SY3389
 SY3389  HISTORY     - Date     Condition        Report By
 SY3389  HISTORY     - UNK      MONUMENTED
 SY3389  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3389
 SY3389                          STATION DESCRIPTION
 SY3389
 SY3389'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3389'IT IS ASSUMED THIS TOWER HAS BEEN REPLACED.  A DOUBLE STEEL TOWER
 SY3389'POWER LINE CROSSES THE BAY AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4304 ***********************************************************************
 SY4304  DESIGNATION -  EAST WATERWAY
 SY4304  PID         -  SY4304
 SY4304  STATE/COUNTY-  WA/KING
 SY4304  USGS QUAD   -  POVERTY BAY (1994)
 SY4304
 SY4304                         *CURRENT SURVEY CONTROL
 SY4304  ___________________________________________________________________
 SY4304* NAD 83(1991)-  47 35 17.01972(N)    122 20 49.82948(W)     ADJUSTED  
 SY4304* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY4304  ___________________________________________________________________
 SY4304  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 SY4304  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SY4304
 SY4304  HORZ ORDER  -  SECOND
 SY4304
 SY4304.The horizontal coordinates were established by classical geodetic methods
 SY4304.and adjusted by the National Geodetic Survey in December 1991..
 SY4304
 SY4304.The orthometric height was scaled from a topographic map.
 SY4304
 SY4304.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4304
 SY4304.The geoid height was determined by GEOID03.
 SY4304
 SY4304;                    North         East     Units Scale Factor Converg.
 SY4304;SPC WA N     -    66,501.730   386,141.719   MT  0.99998474   -1 07 37.5
 SY4304;SPC WA N     -   218,181.09  1,266,866.62   sFT  0.99998474   -1 07 37.5
 SY4304;UTM  10      - 5,270,723.030   549,084.134   MT  0.99962961   +0 28 55.2
 SY4304
 SY4304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4304!SPC WA N     -   1.00000322  x   0.99998474  =   0.99998796
 SY4304!UTM  10      -   1.00000322  x   0.99962961  =   0.99963283
 SY4304
 SY4304|---------------------------------------------------------------------|
 SY4304| PID    Reference Object                     Distance      Geod. Az  |
 SY4304|                                                           dddmmss.s |
 SY4304| CF6570 EAST WATERWAY RM                     15.380 METERS 14704     |
 SY4304| SY4606 DUWAM                               APPROX. 2.9 KM 2801816.6 |
 SY4304|---------------------------------------------------------------------|
 SY4304
 SY4304                          SUPERSEDED SURVEY CONTROL
 SY4304
 SY4304  NAD 83(1986)-  47 35 17.01378(N)    122 20 49.83529(W) AD(       ) 2
 SY4304  NAD 27      -  47 35 17.66000(N)    122 20 45.38500(W) AD(       ) 2
 SY4304
 SY4304.Superseded values are not recommended for survey control.
 SY4304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4304.See file dsdata.txt to determine how the superseded data were derived.
 SY4304
 SY4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4908470723(NAD 83)
 SY4304_MARKER: Z = SEE DESCRIPTION
 SY4304_SETTING: 0 = UNSPECIFIED SETTING
 SY4304
 SY4304  HISTORY     - Date     Condition        Report By
 SY4304  HISTORY     - 1934     MONUMENTED       CGS
 SY4304  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4304
 SY4304                          STATION DESCRIPTION
 SY4304
 SY4304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4304'STATION IS LOCATED ON THE POINT OF THE W ENTRANCE TO E WATERWAY, TEN
 SY4304'FEET INSHORE FROM THE PRESENT HIGH-WATER LINE.  A ROW OF PILING
 SY4304'FORMING A JETTY MAKES OUT ABOUT 20 METERS OFFSHORE FROM THE STATION.
 SY4304'THE STATION IS IN RANGE WITH A ROW OF PILING 100 METERS TO THE SW.
 SY4304'THE LEFT TANGENT OF SMITH TOWER IS IN RANGE WITH THE RIGHT TANGENT
 SY4304'OF THE RIGHT OF TWIN CHURCH STEEPLES.
 SY4304'
 SY4304'STATION MARK IS A STANDARD DISK IN CYLINDRICAL MASS OF CEMENT AND
 SY4304'SAND.
 SY4304'
 SY4304'REFERENCE MARK IS A STANDARD DISK IN CONCRETE BLOCK INSHORE FROM
 SY4304'STATION IN RANGE WITH PROMINENT WATER TANK.
 SY4304
 SY4304                          STATION RECOVERY (1952)
 SY4304
 SY4304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4304'THE STATION WAS DESTROYED IN THE BUILDING OF THE NAVAL SHIPYARD ON
 SY4304'THE POINT OF THE W. ENTRANCE TO THE EAST WATERWAY, ON HARBOR ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4297 ***********************************************************************
 SY4297  DESIGNATION -  EAST WATERWAY LIGHT
 SY4297  PID         -  SY4297
 SY4297  STATE/COUNTY-  WA/KING
 SY4297  USGS QUAD   -  POVERTY BAY (1994)
 SY4297
 SY4297                         *CURRENT SURVEY CONTROL
 SY4297  ___________________________________________________________________
 SY4297* NAD 83(1991)-  47 35 20.52304(N)    122 20 47.44809(W)     ADJUSTED  
 SY4297* NAVD 88     -                                                        
 SY4297  ___________________________________________________________________
 SY4297  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 SY4297  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SY4297
 SY4297  HORZ ORDER  -  THIRD
 SY4297
 SY4297.The horizontal coordinates were established by classical geodetic methods
 SY4297.and adjusted by the National Geodetic Survey in December 1991..
 SY4297
 SY4297
 SY4297.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4297
 SY4297.The geoid height was determined by GEOID03.
 SY4297
 SY4297;                    North         East     Units Scale Factor Converg.
 SY4297;SPC WA N     -    66,608.925   386,193.592   MT  0.99998458   -1 07 35.7
 SY4297;SPC WA N     -   218,532.78  1,267,036.81   sFT  0.99998458   -1 07 35.7
 SY4297;UTM  10      - 5,270,831.601   549,132.959   MT  0.99962967   +0 28 57.0
 SY4297
 SY4297                          SUPERSEDED SURVEY CONTROL
 SY4297
 SY4297  NAD 83(1986)-  47 35 20.51713(N)    122 20 47.45388(W) AD(       ) 4
 SY4297  NAD 27      -  47 35 21.16300(N)    122 20 43.00300(W) AD(       ) 3
 SY4297
 SY4297.Superseded values are not recommended for survey control.
 SY4297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4297.See file dsdata.txt to determine how the superseded data were derived.
 SY4297
 SY4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4913370832(NAD 83)
 SY4297
 SY4297  HISTORY     - Date     Condition        Report By
 SY4297  HISTORY     - 1934     MONUMENTED       CGS
 SY4297  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4297
 SY4297                          STATION DESCRIPTION
 SY4297
 SY4297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4297'AN OCCULTING RED LIGHT ON W SIDE OF ENTRANCE TO E WATERWAY,
 SY4297'ELLIOTT BAY.  TOP OF LANTERN ON WHITE HOUSE ON UNPAINTED PILE
 SY4297'DOLPHIN.
 SY4297'
 SY4297'NO.827.  1934 LIGHT LIST.
 SY4297
 SY4297                          STATION RECOVERY (1963)
 SY4297
 SY4297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4297'THE STATION IS LOST.  THE LIGHT WAS REBUILT IN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4564 ***********************************************************************
 SY4564  DESIGNATION -  EAST WATERWAY PIER LIGHT
 SY4564  PID         -  SY4564
 SY4564  STATE/COUNTY-  WA/KING
 SY4564  USGS QUAD   -  POVERTY BAY (1994)
 SY4564
 SY4564                         *CURRENT SURVEY CONTROL
 SY4564  ___________________________________________________________________
 SY4564* NAD 83(1991)-  47 35 25.71162(N)    122 20 45.70543(W)     ADJUSTED  
 SY4564* NAVD 88     -                                                        
 SY4564  ___________________________________________________________________
 SY4564  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 SY4564  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4564
 SY4564  HORZ ORDER  -  THIRD
 SY4564
 SY4564.The horizontal coordinates were established by classical geodetic methods
 SY4564.and adjusted by the National Geodetic Survey in December 1991..
 SY4564
 SY4564
 SY4564.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4564
 SY4564.The geoid height was determined by GEOID03.
 SY4564
 SY4564;                    North         East     Units Scale Factor Converg.
 SY4564;SPC WA N     -    66,768.420   386,233.144   MT  0.99998435   -1 07 34.4
 SY4564;SPC WA N     -   219,056.06  1,267,166.57   sFT  0.99998435   -1 07 34.4
 SY4564;UTM  10      - 5,270,992.087   549,168.005   MT  0.99962971   +0 28 58.3
 SY4564
 SY4564                          SUPERSEDED SURVEY CONTROL
 SY4564
 SY4564  NAD 83(1986)-  47 35 25.70547(N)    122 20 45.71123(W) AD(       ) 4
 SY4564  NAD 27      -  47 35 26.35112(N)    122 20 41.26212(W) AD(       ) 3
 SY4564
 SY4564.Superseded values are not recommended for survey control.
 SY4564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4564.See file dsdata.txt to determine how the superseded data were derived.
 SY4564
 SY4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4916870992(NAD 83)
 SY4564_MARKER: 14 = NAVIGATION LIGHT
 SY4564
 SY4564  HISTORY     - Date     Condition        Report By
 SY4564  HISTORY     - 1969     FIRST OBSERVED   NOSPMC
 SY4564  HISTORY     - 1970     GOOD             NGS
 SY4564  HISTORY     - 1973     GOOD             NGS
 SY4564
 SY4564                          STATION DESCRIPTION
 SY4564
 SY4564'DESCRIBED BY PACIFIC MARINE CENTER 1969 (RBM)
 SY4564'LOCATED IN THE CITY OF SEATTLE, AT THE NORTHEAST CORNER OF HARBOR
 SY4564'ISLAND, ALONG THE WEST SHORE OF THE EAST WATERWAY AND AT THE
 SY4564'NORTHEAST CORNER OF PIER 18.  THE STATION IS THE CENTER OF THE TOP OF
 SY4564'A FLASHING RED LIGHT.
 SY4564'
 SY4564'LOCATED BY TRAVERSE FROM NEARBY TRIANGULATION STATION EASTWAY, 1969,
 SY4564'WHICH IS 11.49 FEET WEST OF THE LIGHT.  THE MEASUREMENT WAS MADE TO
 SY4564'A CROSS STAMPED ON THE 8 INCH IN DIAMETER TOP OF THE METAL GUARD
 SY4564'THAT PROTECTS THE LIGHT.
 SY4564'
 SY4564'DESIGNATED AS NO. 2290.11 IN THE PUBLICATION LIGHT LIST VOLUME III,
 SY4564'PACIFIC COAST AND PACIFIC ISLANDS (1969).
 SY4564
 SY4564                          STATION RECOVERY (1970)
 SY4564
 SY4564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBW)
 SY4564'STATION RECOVERED IN GOOD CONDITION.
 SY4564
 SY4564                          STATION RECOVERY (1973)
 SY4564
 SY4564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SY4564'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1969.
 SY4564'
 SY4564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SEATTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4752 ***********************************************************************
 SY4752  DESIGNATION -  EAST WIRELESS MAST 1
 SY4752  PID         -  SY4752
 SY4752  STATE/COUNTY-  WA/KING
 SY4752  USGS QUAD   -  
 SY4752
 SY4752                         *CURRENT SURVEY CONTROL
 SY4752  ___________________________________________________________________
 SY4752* NAD 83(1991)-  47 39 03.20643(N)    122 23 17.75150(W)     ADJUSTED  
 SY4752* NAVD 88     -                                                        
 SY4752  ___________________________________________________________________
 SY4752  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 SY4752  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SY4752
 SY4752  HORZ ORDER  -  THIRD
 SY4752
 SY4752.The horizontal coordinates were established by classical geodetic methods
 SY4752.and adjusted by the National Geodetic Survey in December 1991..
 SY4752
 SY4752
 SY4752.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4752
 SY4752.The geoid height was determined by GEOID03.
 SY4752
 SY4752;                    North         East     Units Scale Factor Converg.
 SY4752;SPC WA N     -    73,547.364   383,192.868   MT  0.99997527   -1 09 27.6
 SY4752;SPC WA N     -   241,296.64  1,257,191.93   sFT  0.99997527   -1 09 27.6
 SY4752;UTM  10      - 5,277,680.610   545,939.668   MT  0.99962593   +0 27 07.6
 SY4752
 SY4752                          SUPERSEDED SURVEY CONTROL
 SY4752
 SY4752  NAD 83(1986)-  47 39 03.19948(N)    122 23 17.75619(W) AD(       ) 4
 SY4752  NAD 27      -  47 39 03.84800(N)    122 23 13.30100(W) AD(       ) 3
 SY4752
 SY4752.Superseded values are not recommended for survey control.
 SY4752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4752.See file dsdata.txt to determine how the superseded data were derived.
 SY4752
 SY4752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4594077681(NAD 83)
 SY4752
 SY4752  HISTORY     - Date     Condition        Report By
 SY4752  HISTORY     - UNK      MONUMENTED
 SY4752  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY4752  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4752
 SY4752                          STATION DESCRIPTION
 SY4752
 SY4752'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4752'NO PREVIOUS DESCRIPTION WAS FOUND FOR THIS STATION.  LOCAL
 SY4752'RESIDENTS REPORT THAT THERE ONCE WERE TWO SUCH POLES STANDING IN
 SY4752'THE AREA SOUTH OF BERTONA ST. NEAR 25TH AVE. W.  THE MASTS WERE
 SY4752'JUST SOUTH OF THE RESERVOIR.  THE STATION IS LOST.
 SY4752
 SY4752                          STATION RECOVERY (2001)
 SY4752
 SY4752'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4752' 
 SY4752' 
 SY4752' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0662 ***********************************************************************
 SX0662  FBN         -  This is a Federal Base Network Control Station.
 SX0662  DESIGNATION -  EASTON
 SX0662  PID         -  SX0662
 SX0662  STATE/COUNTY-  WA/KITTITAS
 SX0662  USGS QUAD   -  EASTON (1989)
 SX0662
 SX0662                         *CURRENT SURVEY CONTROL
 SX0662  ___________________________________________________________________
 SX0662* NAD 83(1998)-  47 13 54.22945(N)    121 10 15.97037(W)     ADJUSTED  
 SX0662* NAVD 88     -       656.655  (meters)    2154.38   (feet)  ADJUSTED  
 SX0662  ___________________________________________________________________
 SX0662  X           -  -2,245,973.225 (meters)                     COMP
 SX0662  Y           -  -3,712,767.265 (meters)                     COMP
 SX0662  Z           -   4,659,764.321 (meters)                     COMP
 SX0662  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 SX0662  ELLIP HEIGHT-         637.39  (meters)          (03/21/00) GPS OBS
 SX0662  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SX0662  DYNAMIC HT  -         656.658 (meters)    2154.39  (feet)  COMP
 SX0662  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 SX0662
 SX0662  HORZ ORDER  -  A
 SX0662  VERT ORDER  -  FIRST     CLASS II
 SX0662  ELLP ORDER  -  THIRD     CLASS II
 SX0662
 SX0662.The horizontal coordinates were established by GPS observations
 SX0662.and adjusted by the National Geodetic Survey in March 2000..
 SX0662.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX0662.DATUM ITEM on the data sheet items page.
 SX0662
 SX0662.The orthometric height was determined by differential leveling
 SX0662.and adjusted by the National Geodetic Survey in June 1991..
 SX0662.WARNING-Repeat measurements at this control monument indicate possible
 SX0662.vertical movement.
 SX0662
 SX0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX0662
 SX0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX0662
 SX0662.The ellipsoidal height was determined by GPS observations
 SX0662.and is referenced to NAD 83.
 SX0662
 SX0662.The geoid height was determined by GEOID03.
 SX0662
 SX0662.The dynamic height is computed by dividing the NAVD 88
 SX0662.geopotential number by the normal gravity value computed on the
 SX0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0662.degrees latitude (g = 980.6199 gals.).
 SX0662
 SX0662.The modeled gravity was interpolated from observed gravity values.
 SX0662
 SX0662;                    North         East     Units Scale Factor Converg.
 SX0662;SPC WA S     -   211,230.470   449,181.417   MT  0.99997834   -0 29 15.0
 SX0662;SPC WA S     -   693,011.97  1,473,689.37   sFT  0.99997834   -0 29 15.0
 SX0662;UTM  10      - 5,232,538.268   638,438.847   MT  0.99983554   +1 20 34.1
 SX0662
 SX0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX0662!SPC WA S     -   0.99990010  x   0.99997834  =   0.99987844
 SX0662!UTM  10      -   0.99990010  x   0.99983554  =   0.99973566
 SX0662
 SX0662:                Primary Azimuth Mark                     Grid Az
 SX0662:SPC WA S     -  EASTON RIDGE                             052 43 45.0
 SX0662:UTM  10      -  EASTON RIDGE                             050 53 55.9
 SX0662
 SX0662|---------------------------------------------------------------------|
 SX0662| PID    Reference Object                     Distance      Geod. Az  |
 SX0662|                                                           dddmmss.s |
 SX0662| SX1243 EASTON RIDGE                        APPROX. 3.0 KM 0521430.0 |
 SX0662| SX0663 EASTON RM 1                           6.888 METERS 13116     |
 SX0662| SX0664 EASTON RM 2                          10.282 METERS 30900     |
 SX0662|---------------------------------------------------------------------|
 SX0662
 SX0662                          SUPERSEDED SURVEY CONTROL
 SX0662
 SX0662  NAD 83(1991)-  47 13 54.22768(N)    121 10 15.97205(W) AD(       ) B
 SX0662  ELLIP H (05/29/91)  637.55   (m)                       GP(       ) 4 1
 SX0662  NAD 83(1986)-  47 13 54.23746(N)    121 10 15.96983(W) AD(       ) 3
 SX0662  NAD 27      -  47 13 54.82510(N)    121 10 11.63700(W) AD(       ) 3
 SX0662  NAVD 88 (06/21/95)  656.65   (m)         2154.4    (f) LEVELING    3  
 SX0662  NGVD 29 (??/??/92)  655.526  (m)         2150.67   (f) ADJ UNCH    1 2
 SX0662
 SX0662.Superseded values are not recommended for survey control.
 SX0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0662.See file dsdata.txt to determine how the superseded data were derived.
 SX0662
 SX0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3843932538(NAD 83)
 SX0662_MARKER: DH = HORIZONTAL CONTROL DISK
 SX0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0662_SP_SET: CONCRETE POST
 SX0662_STAMPING: EASTON 1958
 SX0662_MARK LOGO: CGS   
 SX0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX0662+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 SX0662
 SX0662  HISTORY     - Date     Condition        Report By
 SX0662  HISTORY     - 1958     MONUMENTED       CGS
 SX0662  HISTORY     - 1958     GOOD             CGS
 SX0662  HISTORY     - 1982     GOOD             WADNR
 SX0662  HISTORY     - 1982     GOOD             NGS
 SX0662  HISTORY     - 1987     GOOD             USPSQD
 SX0662  HISTORY     - 1988     GOOD             USPSQD
 SX0662  HISTORY     - 19890810 GOOD             NGS
 SX0662  HISTORY     - 19900924 GOOD
 SX0662  HISTORY     - 19931130 GOOD             MSI
 SX0662  HISTORY     - 19981010 GOOD             NGS
 SX0662  HISTORY     - 20040830 GOOD             BOR
 SX0662
 SX0662                          STATION DESCRIPTION
 SX0662
 SX0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SX0662'THE STATION IS LOCATED IN THE SOUTHEAST PART OF EASTON BETWEEN
 SX0662'THE NORTHERN PACIFIC RAILROAD TRACKS AND U.S. HIGHWAY 10.
 SX0662'
 SX0662'TO REACH THE STATION FROM THE POST OFFICE IN EASTON, GO SOUTHEAST
 SX0662'ON U.S. HIGHWAY 10 FOR 0.5 MILE TO THE STATION ON THE RIGHT, THIS
 SX0662'IS DIRECTLY SOUTH ACROSS THE HIGHWAY FROM THE WEST ONE OF TWO
 SX0662'LOG HOUSES.
 SX0662'
 SX0662'THE STATION MARK, STAMPED EASTON 1958, IS A STANDARD DISK SET IN
 SX0662'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 SX0662'THE SURFACE OF THE GROUND.  IT IS ON THE NORTH EDGE OF THE RAILROAD
 SX0662'FILL, 170 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 10 AND 12 FEET
 SX0662'NORTH OF THE NORTH RAIL OF THE NORTHERN PACIFIC RAILROAD TRACK.
 SX0662'
 SX0662'REFERENCE MARK NO. 1, STAMPED EASTON NO 1 1958, IS A STANDARD
 SX0662'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 SX0662'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 171 FEET SOUTH OF THE
 SX0662'CENTER OF U.S. HIGHWAY 10 AND 11 FEET NORTH OF THE NORTH RAIL OF
 SX0662'THE NORTHERN PACIFIC RAILROAD TRACK.
 SX0662'
 SX0662'REFERENCE MARK NO. 2, STAMPED EASTON NO 2 1958, IS A STANDARD DISK
 SX0662'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SX0662'WITH THE SURFACE OF THE GROUND.  IT IS 169 FEET SOUTH OF THE CENTER
 SX0662'OF U.S. HIGHWAY 10, 46 FEET SOUTHEAST OF TELEPHONE POLE NUMBER
 SX0662'E 59 BG AND 13 FEET NORTH OF THE NORTH RAIL OF THE NORTHERN
 SX0662'PACIFIC RAILROAD TRACK.
 SX0662
 SX0662                          STATION RECOVERY (1958)
 SX0662
 SX0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SX0662'IN EASTON.
 SX0662'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 SX0662'EASTON, 170 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12 FEET NORTH
 SX0662'OF THE NORTH RAIL OF THE NORTHERN PACIFIC RAILROAD TRACK, ON THE NORTH
 SX0662'EDGE OF THE RAILROAD FILL AND SET IN THE TOP OF A 12 INCH SQUARE
 SX0662'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 SX0662
 SX0662                          STATION RECOVERY (1982)
 SX0662
 SX0662'RECOVERY NOTE BY WA DEPT OF NAT RES 1982 (JE)
 SX0662'EASTON 1958 RECOVERED GOOD.
 SX0662'
 SX0662'THE STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER THE MARK IS
 SX0662'SET IN THE EDGE OF A RAILROAD GRADE (NOW ABANDONED) AND THE FILL
 SX0662'IS ERODING AWAY, RM NO. 1 WAS RECOVERED, R.M. NO. 2 WAS SEARCHED
 SX0662'FOR AND NOT RECOVERED.
 SX0662
 SX0662                          STATION RECOVERY (1982)
 SX0662
 SX0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0662'THE MARK IS 0.4 M BELOW THE RAILS.
 SX0662'0.55 KM (0.35 MI) EAST ALONG OLD US HIGHWAY 10 FROM THE POST OFFICE IN
 SX0662'EASTON, IN THE NORTH EDGE OF A NORTHERN PACIFIC RAILROAD FILL, AND
 SX0662'NEAR A POINT WHERE A SIDE TRACK JOINS THE MAIN TRACKS, SOUTHWEST OF
 SX0662'AND ACROSS THE HIGHWAY FROM A SMALL LOG HOUSE, 51.8 METERS (170 FT)
 SX0662'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.6 METERS (12 FT)
 SX0662'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 23.5 METERS (77 FT)
 SX0662'SOUTH-SOUTHEAST OF TELEPHONE POLE E-59 BG, 12.3 METERS (40 FT)
 SX0662'SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD.
 SX0662'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 SX0662
 SX0662                          STATION RECOVERY (1987)
 SX0662
 SX0662'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX0662'RECOVERED IN GOOD CONDITION.
 SX0662
 SX0662                          STATION RECOVERY (1988)
 SX0662
 SX0662'RECOVERY NOTE BY US POWER SQUADRON 1988 (CC)
 SX0662'RECOVERED IN GOOD CONDITION.
 SX0662
 SX0662                          STATION RECOVERY (1989)
 SX0662
 SX0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SX0662'THE STATION IS LOCATED ABOUT 27.4 KM (17.0 MI) SOUTHEAST OF SNOQUALIME
 SX0662'PASS, 20.9 KM (13.0 MI) NORTHWEST OF CLE ELUM AT EASTON AND ON
 SX0662'RAILROAD RIGHT-OF-WAY.
 SX0662'TO REACH FROM THE POST OFFICE IN EASTON, GO SOUTH FOR 0.16 KM
 SX0662'(0.10 MI) TO A RAILROAD CROSSING.  TURN LEFT AND GO SOUTHEAST ALONG
 SX0662'THE EAST SIDE OF THE TRACKS FOR 0.80 KM (0.50 MI) TO THE STATION ON
 SX0662'THE RIGHT.
 SX0662'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SX0662'WITH THE GROUND SURFACE.  IT IS 51.8 M (169.9 FT) SOUTHWEST OF THE
 SX0662'CENTER OF THE SURFACED ROAD, 3.6 M (11.8 FT) NORTH OF THE NORTH RAIL
 SX0662'AND 0.9 M (3.0 FT) WEST OF A WITNESS POST.
 SX0662
 SX0662                          STATION RECOVERY (1990)
 SX0662
 SX0662'RECOVERED 1990
 SX0662'RECOVERED IN GOOD CONDITION.
 SX0662
 SX0662                          STATION RECOVERY (1993)
 SX0662
 SX0662'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SX0662'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SX0662
 SX0662                          STATION RECOVERY (1998)
 SX0662
 SX0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 SX0662'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) SOUTHEAST OF SNOQUALMIE
 SX0662'PASS, 13.0 MI (20.9 KM) NORTHWEST OF CLE ELUM AT EASTON AND ON THE
 SX0662'RAILROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE POST OFFICE IN
 SX0662'EASTON, GO SOUTH FOR 0.5 MI (0.8 KM) ON CABIN CREEK ROAD TO A RAILROAD
 SX0662'CROSSING.  AFTER CROSSING BOTH SETS OF TRACKS, TURN LEFT AND FOLLOW
 SX0662'THE TRACKS SOUTHEAST FOR 0.25 MI (0.40 KM) TO THE STATION ON THE
 SX0662'RIGHT.  THE STATION MARK, STAMPED EASTON 1958, IS A STANDARD DISK SET
 SX0662'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 SX0662'THE SURFACE OF THE GROUND.  IT IS ON THE NORTH EDGE OF THE RAILROAD
 SX0662'FILL, 170 FEET (51.8 M) SOUTH OF THE CENTER OF U.S.  HIGHWAY 10 AND 12
 SX0662'FEET (3.7 M) NORTH OF THE NORTH RAIL OF THE NORTHERN PACIFIC RAILROAD
 SX0662'TRACK AND 29 FT (8.8 M) NORTH OF THE NORTH RAIL OF A SECOND SET OF
 SX0662'RAILS.  REFERENCE MARK NO.  1, STAMPED EASTON NO 1 1958, IS A STANDARD
 SX0662'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 SX0662'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 171 FEET (52.1 M) SOUTH
 SX0662'OF THE CENTER OF U.S.  HIGHWAY 10 AND 11 FEET (3.4 M) NORTH OF THE
 SX0662'NORTH RAIL OF THE NORTHERN PACIFIC RAILROAD TRACK.  REFERENCE MARK NO.
 SX0662'2, STAMPED EASTON NO 2 1958, IS A STANDARD DISK SET IN THE TOP OF A 12
 SX0662'INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 SX0662'GROUND.  IT IS 169 FEET (51.5 M) SOUTH OF THE CENTER OF U.S.  HIGHWAY
 SX0662'10, 46 FEET (14.0 M) SOUTHEAST OF TELEPHONE POLE NUMBER E 59 BG AND 13
 SX0662'FEET (4.0 M) NORTH OF THE NORTH RAIL OF THE NORTHERN PACIFIC RAILROAD
 SX0662'TRACK.  AT THE TIME OF THIS RECOVERY IT WAS NOTED THAT THE RAILROAD
 SX0662'GRADE IN WHICH THE STATION IS LOCATED HAS EXPERIENCED EXTENSIVE
 SX0662'EROSION WHICH HAS LEFT A GOODLY PORTION OF ONE SIDE OF THE MONUMENT
 SX0662'EXPOSED.
 SX0662
 SX0662                          STATION RECOVERY (2004)
 SX0662
 SX0662'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2004 (CAS)
 SX0662'RECOVERED AS DESCRIBED IN THE 1998 DESCRIPTION, EXCEPT FROM THE POST
 SX0662'OFFICE IN EASTON, GO SOUTH FOR 0.16 KM(0.10 MI) TO A RAILROAD CROSSING
 SX0662' 
 SX0662'THE RAILROAD FILL HAS CONTINUED TO ERODE AWAY.  THE HEAVEY RAILROAD
 SX0662'TRAFFIC HAS MADE THIS STATION LESS USABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0717 ***********************************************************************
 SX0717  DESIGNATION -  EASTON A
 SX0717  PID         -  SX0717
 SX0717  STATE/COUNTY-  WA/KITTITAS
 SX0717  USGS QUAD   -  KACHESS LAKE (1989)
 SX0717
 SX0717                         *CURRENT SURVEY CONTROL
 SX0717  ___________________________________________________________________
 SX0717* NAD 83(1986)-  47 15 11.     (N)    121 11 04.     (W)     SCALED    
 SX0717* NAVD 88     -       677.950  (meters)    2224.24   (feet)  POSTED    
 SX0717  ___________________________________________________________________
 SX0717  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 SX0717  DYNAMIC HT  -         677.950 (meters)    2224.24  (feet)  COMP
 SX0717  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 SX0717
 SX0717  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SX0717
 SX0717.The horizontal coordinates were scaled from a topographic map and have
 SX0717.an estimated accuracy of +/- 6 seconds.
 SX0717
 SX0717.The orthometric height was determined by differential leveling
 SX0717.and adjusted by the National Geodetic Survey in 1992..
 SX0717.No vertical observational check was made to the station.
 SX0717.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SX0717.was located on a no-check spur therefore a value was not computed.
 SX0717
 SX0717.The geoid height was determined by GEOID03.
 SX0717
 SX0717.The dynamic height is computed by dividing the NAVD 88
 SX0717.geopotential number by the normal gravity value computed on the
 SX0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0717.degrees latitude (g = 980.6199 gals.).
 SX0717
 SX0717.The modeled gravity was interpolated from observed gravity values.
 SX0717
 SX0717;                    North         East    Units  Estimated Accuracy
 SX0717;SPC WA S     -   213,610.      448,190.      MT  (+/- 180 meters Scaled)
 SX0717
 SX0717                          SUPERSEDED SURVEY CONTROL
 SX0717
 SX0717  NGVD 29 (??/??/92)  676.773  (m)         2220.38   (f) ADJ UNCH    1 2
 SX0717
 SX0717.Superseded values are not recommended for survey control.
 SX0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0717.See file dsdata.txt to determine how the superseded data were derived.
 SX0717
 SX0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT373348(NAD 83)
 SX0717_MARKER: DB = BENCH MARK DISK
 SX0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0717_STAMPING: EASTON A 1944
 SX0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0717+STABILITY: SURFACE MOTION
 SX0717
 SX0717  HISTORY     - Date     Condition        Report By
 SX0717  HISTORY     - 1944     MONUMENTED       CGS
 SX0717  HISTORY     - 1989     GOOD             USPSQD
 SX0717
 SX0717                          STATION DESCRIPTION
 SX0717
 SX0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0717'0.8 MI N FROM EASTON.
 SX0717'0.8 MILE NORTH ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE AT EASTON,
 SX0717'KITTITAS COUNTY, 0.5 MILE NORTHEAST ALONG A GRAVEL ROAD, AT EASTON
 SX0717'AIRPORT, BETWEEN THE BEACON TOWER AND THE BEACON LIGHT-CONTROL
 SX0717'BUILDING, 9.8 FEET EAST OF THE SOUTH CORNER OF THE BUILDING, 8.3 FEET
 SX0717'SOUTH OF THE EAST CORNER, 5 FEET WEST OF THE NORTH LEG OF THE BEACON
 SX0717'TOWER, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 SX0717'DISK, STAMPED EASTON A 1944 AND SET IN THE TOP OF A CONCRETE POST
 SX0717'PROJECTING 0.6 FOOT ABOVE GROUND.
 SX0717
 SX0717                          STATION RECOVERY (1989)
 SX0717
 SX0717'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SX0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1243 ***********************************************************************
 SX1243  DESIGNATION -  EASTON RIDGE
 SX1243  PID         -  SX1243
 SX1243  STATE/COUNTY-  WA/KITTITAS
 SX1243  USGS QUAD   -  EASTON (1989)
 SX1243
 SX1243                         *CURRENT SURVEY CONTROL
 SX1243  ___________________________________________________________________
 SX1243* NAD 83(1991)-  47 14 54.33753(N)    121 08 21.96747(W)     ADJUSTED  
 SX1243* NAVD 88     -      1374.     (meters)    4508.     (feet)  SCALED    
 SX1243  ___________________________________________________________________
 SX1243  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 SX1243  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 SX1243
 SX1243  HORZ ORDER  -  SECOND
 SX1243
 SX1243.The horizontal coordinates were established by classical geodetic methods
 SX1243.and adjusted by the National Geodetic Survey in December 1991..
 SX1243
 SX1243.The orthometric height was scaled from a topographic map.
 SX1243
 SX1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1243
 SX1243.The geoid height was determined by GEOID03.
 SX1243
 SX1243;                    North         East     Units Scale Factor Converg.
 SX1243;SPC WA S     -   213,066.714   451,594.398   MT  0.99998168   -0 27 52.1
 SX1243;SPC WA S     -   699,036.38  1,481,605.95   sFT  0.99998168   -0 27 52.1
 SX1243;UTM  10      - 5,234,450.389   640,791.608   MT  0.99984361   +1 21 59.2
 SX1243
 SX1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1243!SPC WA S     -   0.99978766  x   0.99998168  =   0.99976934
 SX1243!UTM  10      -   0.99978766  x   0.99984361  =   0.99963130
 SX1243
 SX1243:                Primary Azimuth Mark                     Grid Az
 SX1243:SPC WA S     -  NELSON                                   133 36 14.2
 SX1243:UTM  10      -  NELSON                                   131 46 22.9
 SX1243
 SX1243|---------------------------------------------------------------------|
 SX1243| PID    Reference Object                     Distance      Geod. Az  |
 SX1243|                                                           dddmmss.s |
 SX1243| SX0679 NELSON                              APPROX. 9.3 KM 1330822.1 |
 SX1243| CF4321 EASTON RIDGE RM 1                     5.203 METERS 18022     |
 SX1243| SX1241 GOAT PEAK LOOKOUT HOUSE             APPROX. 7.6 KM 2163802.0 |
 SX1243| CF4322 EASTON RIDGE RM 2                    10.153 METERS 34323     |
 SX1243|---------------------------------------------------------------------|
 SX1243
 SX1243                          SUPERSEDED SURVEY CONTROL
 SX1243
 SX1243  NAD 83(1986)-  47 14 54.34654(N)    121 08 21.96548(W) AD(       ) 2
 SX1243  NAD 27      -  47 14 54.92860(N)    121 08 17.63700(W) AD(       ) 2
 SX1243
 SX1243.Superseded values are not recommended for survey control.
 SX1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1243.See file dsdata.txt to determine how the superseded data were derived.
 SX1243
 SX1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT4079234450(NAD 83)
 SX1243_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1243_SETTING: 66 = SET IN ROCK OUTCROP
 SX1243
 SX1243  HISTORY     - Date     Condition        Report By
 SX1243  HISTORY     - 1958     MONUMENTED       CGS
 SX1243  HISTORY     - 1982     GOOD             WADNR
 SX1243
 SX1243                          STATION DESCRIPTION
 SX1243
 SX1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SX1243'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF CLE ELUM, 2-1/2
 SX1243'MILES NORTHEAST OF EASTON ON THE HIGHEST POINT OF EASTON RIDGE.
 SX1243'
 SX1243'TO REACH THE STATION FROM THE POST OFFICE IN RONALD, GO SOUTHEAST
 SX1243'ON THE HIGHWAY TOWARD ROSLYN FOR 0.25 MILE TO A T-ROAD RIGHT, TURN
 SX1243'RIGHT AND GO SOUTHWEST ON A GRAVELED ROAD FOR 1.2 MILES TO A
 SX1243'BRIDGE OVER THE CLE ELUM RIVER, CROSS THE BRIDGE AND GO 0.1 MILE
 SX1243'TO A FORK, TAKE THE RIGHT FORK AND GO 0.7 MILE TO A FORK, TAKE
 SX1243'THE RIGHT FORK AND GO 1.4 MILES TO A FORK, KEEP LEFT AS PER SIGN
 SX1243'EASTON RIDGE RD AND GO 1.0 MILE TO A FORK, KEEP RIGHT AND GO
 SX1243'UPGRADE ON THE TRACK ROAD AND FOLLOW ALONG THE TOP OF THE
 SX1243'RIDGE FOR 2.3 MILES TO THE END OF THE ROAD AND THE END OF
 SX1243'TRUCK TRAVEL.  FROM HERE FOLLOW THE TRAIL ALONG THE TOP
 SX1243'OF THE RIDGE NORTHWEST FOR ABOUT 1 HOUR TO THE HIGHEST POINT
 SX1243'OF THE HILL AND THE STATION.
 SX1243'
 SX1243'THE STATION MARK, STAMPED EASTON RIDGE 1958, IS A STANDARD DISK
 SX1243'CEMENTED IN A DRILL HOLE IN BEDROCK AND IS 40 FEET EAST OF THE
 SX1243'WEST END OF THE ROCK OUTCROP.
 SX1243'
 SX1243'REFERENCE MARK NO. 1, STAMPED EASTON RIDGE NO 1 1958, IS A
 SX1243'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS ON THE
 SX1243'SAME ELEVATION AS THE STATION.
 SX1243'
 SX1243'REFERENCE MARK NO. 2, STAMPED EASTON RIDGE NO 2 1958, IS A
 SX1243'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 6 FEET
 SX1243'EAST OF THE WEST END OF THE ROCK OUTCROP AND ABOUT 6 FEET BELOW
 SX1243'THE ELEVATION OF THE STATION.
 SX1243
 SX1243                          STATION RECOVERY (1982)
 SX1243
 SX1243'RECOVERY NOTE BY WA DEPT OF NAT RES 1982 (JE)
 SX1243'EASTON RIDGE 1958 RECOVERED GOOD.
 SX1243'
 SX1243'STATION, R.M. NO. 1 AND 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0663 ***********************************************************************
 SX0663  DESIGNATION -  EASTON RM 1
 SX0663  PID         -  SX0663
 SX0663  STATE/COUNTY-  WA/KITTITAS
 SX0663  USGS QUAD   -  EASTON (1989)
 SX0663
 SX0663                         *CURRENT SURVEY CONTROL
 SX0663  ___________________________________________________________________
 SX0663* NAD 83(1986)-  47 13 54.     (N)    121 10 16.     (W)     SCALED    
 SX0663* NAVD 88     -       656.598  (meters)    2154.19   (feet)  ADJUSTED  
 SX0663  ___________________________________________________________________
 SX0663  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SX0663  DYNAMIC HT  -         656.601 (meters)    2154.20  (feet)  COMP
 SX0663  MODELED GRAV-     980,596.8   (mgal)                       NAVD 88
 SX0663
 SX0663  VERT ORDER  -  FIRST     CLASS II
 SX0663
 SX0663.The horizontal coordinates were scaled from a topographic map and have
 SX0663.an estimated accuracy of +/- 6 seconds.
 SX0663
 SX0663.The orthometric height was determined by differential leveling
 SX0663.and adjusted by the National Geodetic Survey in June 1991..
 SX0663.WARNING-Repeat measurements at this control monument indicate possible
 SX0663.vertical movement.
 SX0663
 SX0663.The geoid height was determined by GEOID03.
 SX0663
 SX0663.The dynamic height is computed by dividing the NAVD 88
 SX0663.geopotential number by the normal gravity value computed on the
 SX0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0663.degrees latitude (g = 980.6199 gals.).
 SX0663
 SX0663.The modeled gravity was interpolated from observed gravity values.
 SX0663
 SX0663;                    North         East    Units  Estimated Accuracy
 SX0663;SPC WA S     -   211,220.      449,180.      MT  (+/- 180 meters Scaled)
 SX0663
 SX0663                          SUPERSEDED SURVEY CONTROL
 SX0663
 SX0663  NGVD 29 (??/??/92)  655.466  (m)         2150.47   (f) ADJ UNCH    1 2
 SX0663
 SX0663.Superseded values are not recommended for survey control.
 SX0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0663.See file dsdata.txt to determine how the superseded data were derived.
 SX0663
 SX0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT384325(NAD 83)
 SX0663_MARKER: DR = REFERENCE MARK DISK
 SX0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0663_SP_SET: CONCRETE POST
 SX0663_STAMPING: EASTON NO 1 1958
 SX0663_MARK LOGO: CGS   
 SX0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0663+STABILITY: SURFACE MOTION
 SX0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX0663+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1989
 SX0663
 SX0663  HISTORY     - Date     Condition        Report By
 SX0663  HISTORY     - 1958     MONUMENTED       CGS
 SX0663  HISTORY     - 1982     GOOD             NGS
 SX0663  HISTORY     - 1987     GOOD             USPSQD
 SX0663  HISTORY     - 1988     GOOD             USPSQD
 SX0663  HISTORY     - 19890810 GOOD             NGS
 SX0663
 SX0663                          STATION DESCRIPTION
 SX0663
 SX0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SX0663'IN EASTON.
 SX0663'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 SX0663'EASTON, 171 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11 FEET NORTH
 SX0663'OF THE NORTH RAIL OF THE NORTHERN PACIFIC RAILROAD TRACK AND SET IN
 SX0663'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 SX0663'GROUND.
 SX0663
 SX0663                          STATION RECOVERY (1982)
 SX0663
 SX0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0663'THE MARK IS 0.5 M BELOW THE RAILS.
 SX0663'0.55 KM (0.35 MI) EAST ALONG OLD US HIGHWAY 10 FROM THE POST OFFICE IN
 SX0663'EASTON, IN THE NORTH EDGE OF A NORTHERN PACIFIC RAILROAD FILL, AND
 SX0663'NEAR A POINT WHERE A SIDE TRACK JOINS THE MAIN TRACKS, 51.8 METERS
 SX0663'(170 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.9 METERS (13
 SX0663'FT) NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 6.9 METERS
 SX0663'(22.7 FT) SOUTHEAST OF THE STATION, 30.1 METERS (98.7 FT)
 SX0663'SOUTH-SOUTHEAST OF TELEPHONE POLE E-59-BG, 12.4 METERS (40 FT)
 SX0663'SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD.
 SX0663'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 SX0663
 SX0663                          STATION RECOVERY (1987)
 SX0663
 SX0663'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX0663'RECOVERED IN GOOD CONDITION.
 SX0663
 SX0663                          STATION RECOVERY (1988)
 SX0663
 SX0663'RECOVERY NOTE BY US POWER SQUADRON 1988 (CC)
 SX0663'RECOVERED IN GOOD CONDITION.
 SX0663
 SX0663                          STATION RECOVERY (1989)
 SX0663
 SX0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SX0663'THE STATION IS LOCATED ABOUT 27.4 KM (17.0 MI) SOUTHEAST OF SNOQUALIME
 SX0663'PASS, 20.9 KM (13.0 MI) NORTHWEST OF CLE ELUM AT EASTON AND ON
 SX0663'RAILROAD RIGHT-OF-WAY.
 SX0663'TO REACH FROM THE POST OFFICE IN CLE ELUM, GO SOUTH FOR 0.16 KM
 SX0663'(0.10 MI) TO A RAILROAD CROSSING.  TURN LEFT AND GO SOUTHEAST ALONG
 SX0663'THE EAST SIDE OF THE TRACKS FOR 0.80 KM (0.50 MI) TO THE STATION ON
 SX0663'THE RIGHT.
 SX0663'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SX0663'WITH THE GROUND SURFACE.  IT IS 52.1 M (170.9 FT)  SOUTHWEST OF THE
 SX0663'CENTER OF THE SURFACED ROAD, 3.4 M (11.2 FT)  NORTH OF THE NORTH RAIL
 SX0663'AND 0.6 M (2.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4565 ***********************************************************************
 SY4565  DESIGNATION -  EASTWAY
 SY4565  PID         -  SY4565
 SY4565  STATE/COUNTY-  WA/KING
 SY4565  USGS QUAD   -  POVERTY BAY (1994)
 SY4565
 SY4565                         *CURRENT SURVEY CONTROL
 SY4565  ___________________________________________________________________
 SY4565* NAD 83(1991)-  47 35 25.70886(N)    122 20 45.87307(W)     ADJUSTED  
 SY4565* NAVD 88     -         4.9    (meters)      16.     (feet)  VERTCON   
 SY4565  ___________________________________________________________________
 SY4565  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 SY4565  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4565
 SY4565  HORZ ORDER  -  THIRD
 SY4565
 SY4565.The horizontal coordinates were established by classical geodetic methods
 SY4565.and adjusted by the National Geodetic Survey in December 1991..
 SY4565
 SY4565.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4565
 SY4565.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4565
 SY4565.The geoid height was determined by GEOID03.
 SY4565
 SY4565;                    North         East     Units Scale Factor Converg.
 SY4565;SPC WA N     -    66,768.404   386,229.640   MT  0.99998435   -1 07 34.6
 SY4565;SPC WA N     -   219,056.01  1,267,155.08   sFT  0.99998435   -1 07 34.6
 SY4565;UTM  10      - 5,270,991.972   549,164.504   MT  0.99962970   +0 28 58.2
 SY4565
 SY4565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4565!SPC WA N     -   1.00000294  x   0.99998435  =   0.99998729
 SY4565!UTM  10      -   1.00000294  x   0.99962970  =   0.99963264
 SY4565
 SY4565:                Primary Azimuth Mark                     Grid Az
 SY4565:SPC WA N     -  SEATTLE WASHINGTON PLAZA BLDG            014 42 04.1
 SY4565:UTM  10      -  SEATTLE WASHINGTON PLAZA BLDG            013 05 31.3
 SY4565
 SY4565|---------------------------------------------------------------------|
 SY4565| PID    Reference Object                     Distance      Geod. Az  |
 SY4565|                                                           dddmmss.s |
 SY4565| SY4562 SEATTLE WASHINGTON PLAZA BLDG       APPROX. 2.6 KM 0133429.5 |
 SY4565| SY4561 SEATTLE FIRST NAT BANK BLDG LT      APPROX. 2.0 KM 0273508.6 |
 SY4565| SY4564 EAST WATERWAY PIER LIGHT              3.504 METERS 08836     |
 SY4565| CF6571 EASTWAY RM 1                          7.166 METERS 15057     |
 SY4565| CF6572 EASTWAY RM 2                          6.065 METERS 27109     |
 SY4565| SY4314 SEATTLE SPACE NEEDLE                APPROX. 3.3 KM 3555204.9 |
 SY4565|---------------------------------------------------------------------|
 SY4565
 SY4565                          SUPERSEDED SURVEY CONTROL
 SY4565
 SY4565  NAD 83(1986)-  47 35 25.70294(N)    122 20 45.87886(W) AD(       ) 3
 SY4565  NAD 27      -  47 35 26.34919(N)    122 20 41.42981(W) AD(       ) 3
 SY4565  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG       
 SY4565
 SY4565.Superseded values are not recommended for survey control.
 SY4565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4565.See file dsdata.txt to determine how the superseded data were derived.
 SY4565
 SY4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4916570992(NAD 83)
 SY4565_MARKER: DS = TRIANGULATION STATION DISK
 SY4565_SETTING: 0 = UNSPECIFIED SETTING
 SY4565
 SY4565  HISTORY     - Date     Condition        Report By
 SY4565  HISTORY     - 1969     MONUMENTED       NOSPMC
 SY4565  HISTORY     - 1970     GOOD             NGS
 SY4565
 SY4565                          STATION DESCRIPTION
 SY4565
 SY4565'DESCRIBED BY PACIFIC MARINE CENTER 1969 (RBM)
 SY4565'LOCATED IN THE CITY OF SEATTLE, AT THE NORTHEAST CORNER OF HARBOR
 SY4565'ISLAND AND NEAR THE NORTHEAST CORNER OF PIER 18.
 SY4565'
 SY4565'THE STATION IS A STANDARD DISK STAMPED EASTWAY 1969 CEMENTED IN A
 SY4565'DRILL HOLE IN THE CONCRETE CURBING OF THE NORTH END OF THE PIER,
 SY4565'14.8 FEET WEST OF THE NORTHEAST CORNER OF THE PIER, 4.0 FEET SOUTH
 SY4565'OF THE NORTH EDGE OF THE PIER, AND 0.8 FEET HIGHER THAN THE
 SY4565'GENERAL SURFACE OF THE PIER.
 SY4565'
 SY4565'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EASTWAY NO. 1 1969
 SY4565'CEMENTED IN A DRILL HOLE IN THE CONCRETE CURBING ALONG THE EAST EDGE
 SY4565'OF THE PIER, 24.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE PIER,
 SY4565'3.6 FEET WEST OF THE EAST EDGE OF THE PIER AND 0.8 FEET HIGHER THAN
 SY4565'THE GENERAL SURFACE OF THE PIER.
 SY4565'
 SY4565'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EASTWAY NO. 2 1969
 SY4565'CEMENTED IN A DRILL HOLE IN THE CONCRETE CURBING OF THE PIER 34.7
 SY4565'FEET WEST OF THE EAST EDGE OF THE PIER, AND 3.7 FEET SOUTH OF THE
 SY4565'NORTH EDGE OF THE PIER.
 SY4565
 SY4565                          STATION RECOVERY (1970)
 SY4565
 SY4565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBW)
 SY4565'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 SY4565'DESCRIBED BY R.B.M. IN 1969 IN WASHINGTON VOLUME 439.
 SY4565'
 SY4565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CITY OF
 SY4565'SEATTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5525 ***********************************************************************
 AC5525  SACS        -  This is a Secondary Airport Control Station.
 AC5525  DESIGNATION -  EAT ARP 2
 AC5525  PID         -  AC5525
 AC5525  STATE/COUNTY-  WA/DOUGLAS
 AC5525  USGS QUAD   -  ROCK ISLAND (1975)
 AC5525
 AC5525                         *CURRENT SURVEY CONTROL
 AC5525  ___________________________________________________________________
 AC5525* NAD 83(1998)-  47 23 58.09037(N)    120 12 32.41252(W)     ADJUSTED  
 AC5525* NAVD 88     -       372.91   (meters)    1223.5    (feet)  GPS OBS   
 AC5525  ___________________________________________________________________
 AC5525  X           -  -2,176,320.396 (meters)                     COMP
 AC5525  Y           -  -3,737,941.620 (meters)                     COMP
 AC5525  Z           -   4,672,199.486 (meters)                     COMP
 AC5525  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AC5525  ELLIP HEIGHT-         353.21  (meters)          (07/02/01) GPS OBS
 AC5525  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 AC5525
 AC5525  HORZ ORDER  -  FIRST
 AC5525  ELLP ORDER  -  THIRD     CLASS II
 AC5525
 AC5525.This mark is at Pangborn Mem Airport (EAT)
 AC5525
 AC5525.The horizontal coordinates were established by GPS observations
 AC5525.and adjusted by the National Geodetic Survey in July 2001..
 AC5525.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5525.DATUM ITEM on the data sheet items page.
 AC5525
 AC5525.The orthometric height was determined by GPS observations and a
 AC5525.high-resolution geoid model.
 AC5525
 AC5525.GPS derived orthometric heights for airport stations designated as
 AC5525.PACS or SACS are published to 2 decimal places.  This maintains
 AC5525.centimeter relative accuracy between the PACS and SACS.  It does
 AC5525.not indicate centimeter accuracy relative to other marks which are
 AC5525.part of the NAVD 88 network.
 AC5525
 AC5525.Photographs are available for this station.
 AC5525
 AC5525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5525
 AC5525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5525
 AC5525.The ellipsoidal height was determined by GPS observations
 AC5525.and is referenced to NAD 83.
 AC5525
 AC5525.The geoid height was determined by GEOID03.
 AC5525
 AC5525;                    North         East     Units Scale Factor Converg.
 AC5525;SPC WA N     -    44,605.273   547,129.398   MT  1.00002027   +0 27 53.4
 AC5525;SPC WA N     -   146,342.47  1,795,040.37   sFT  1.00002027   +0 27 53.4
 AC5525;UTM  10      - 5,253,334.281   710,593.568   MT  1.00014506   +2 03 18.6
 AC5525
 AC5525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5525!SPC WA N     -   0.99994464  x   1.00002027  =   0.99996491
 AC5525!UTM  10      -   0.99994464  x   1.00014506  =   1.00008969
 AC5525
 AC5525                          SUPERSEDED SURVEY CONTROL
 AC5525
 AC5525  NAD 83(1998)-  47 23 58.09007(N)    120 12 32.41375(W) AD(       ) 1
 AC5525  ELLIP H (07/23/97)  353.24   (m)                       GP(       ) 3 1
 AC5525
 AC5525.Superseded values are not recommended for survey control.
 AC5525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5525.See file dsdata.txt to determine how the superseded data were derived.
 AC5525
 AC5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1059453334(NAD 83)
 AC5525_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5525_STAMPING: ARP 2 1962
 AC5525_MARK LOGO: CGS   
 AC5525_PROJECTION: FLUSH
 AC5525_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5525+STABILITY: SURFACE MOTION
 AC5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5525+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AC5525
 AC5525  HISTORY     - Date     Condition        Report By
 AC5525  HISTORY     - 1962     MONUMENTED       CGS
 AC5525  HISTORY     - 19930615 GOOD             NGS
 AC5525  HISTORY     - 19960801 GOOD             CHANCE
 AC5525  HISTORY     - 19970828 GOOD             NGS
 AC5525  HISTORY     - 20031013 GOOD             NGS
 AC5525
 AC5525                          STATION DESCRIPTION
 AC5525
 AC5525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC5525'THE STATION IS LOCATED 50 FT (15.2 M) SW OF TH OLD SW EDGE OF RUNWAY
 AC5525'12-30, 48.94 FT (14.92 M) SW OF ARP 1953, 150 FT (45.7 M) SW OF THE
 AC5525'OLD CENTERLINE OF RUNWAY 12-30, 428 FT (130.5 M) S OF THE OLD
 AC5525'INTERSECTION OF RUNWAY 12-30 AND THE TAXIWAY LEADING TO THE TERMINAL
 AC5525'AND 454 FT (138.4 M) E OF THE N CORNER OF THE VOR BUILDING.  THE
 AC5525'STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 2 1962 SET IN A
 AC5525'CONCRETE POST AND IT IS FLUSH WITH THE GROUND.
 AC5525
 AC5525                          STATION RECOVERY (1996)
 AC5525
 AC5525'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5525'STATION IS LOCATED ABOUT 33 MILES (53.1 KM) NORTHEAST OF ELLENSBURG,
 AC5525'19 MILES (30.6 KM) NORTHWEST OF QUINCY, 5 MILES (8.0 KM) SOUTHEAST OF
 AC5525'WENATCHEE AT PANGBORN MEMORIAL AIRPORT, ARNIE CLARKE - AIRPORT
 AC5525'MANAGER, PHONE 509-884-2494  TO REACH THE STATION FROM THE JUNCTION OF
 AC5525'STATE HIGHWAY 28 AND STATE HIGHWAY 285 IN EAST WENATCHEE, PROCEED EAST
 AC5525'ON SH 285 (GRANT ROAD) 3.75 MILES (6.03 KM) TO AIRPORT WAY, TURN RIGHT
 AC5525'AND PROCEED SOUTH ON AIRPORT WAY 0.35 MILES (0.56 KM) TO A ROAD ON THE
 AC5525'RIGHT, TURN RIGHT AND PROCEED WEST 0.05 MILES (0.08 KM) TO A GATE JUST
 AC5525'SOUTH OF THE OLD TOWER BUILDING, OBTAIN PERMISSION, PASS THROUGH THE
 AC5525'GATE AND PROCEED WEST ACROSS THE RAMP 0.1 MILES (0.2 KM) TO TAXIWAY A,
 AC5525'TURN RIGHT AND PROCEED NORTH 0.05 MILES (0.08 KM) ON TAXIWAY A TO
 AC5525'TAXIWAY D, TURN LEFT AND PROCEED WEST 0.1 MILES (0.2 KM) ACROSS RUNWAY
 AC5525'12-30, ONCE CLEAR OF THE RUNWAY TURN LEFT AGAIN AND PROCEED SOUTHEAST
 AC5525'ALONG THE SOUTHWESTERN EDGE OF THE RUNWAY 0.1 MILES (0.2 KM) TO THE
 AC5525'STATION ON THE RIGHT, DIRECTLY OPPOSITE AN ABANDONED RUNWAY LIGHT BASE
 AC5525'THE STATION IS A STANDARD US COAST AND GEODETIC TOPOGRAPHIC STATION
 AC5525'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, SET FLUSH WITH THE
 AC5525'GROUND.  THE STATION IS LOCATED 36.6 M (120.1 FT) SOUTHEAST OF A -2000
 AC5525'FT REMAINING- SIGN FOR RWY 30, 14.95 M (49.05 FT) SOUTHWEST OF SURVEY
 AC5525'MARKER -ARP 1953-, 19.0 M (62.3 FT) SOUTHWEST OF OF A ROUND DRAIN
 AC5525'INLET, 26.25 M (86.12 FT) SOUTHWEST OF THE 3RD RUNWAY LIGHT SOUTH OF
 AC5525'TAXIWAY D, 15.2 M (49.9 FT) SOUTHWEST OF THE PAVED EDGE OF THE RUNWAY
 AC5525'AND 1.0 M (3.3 FT) NORTH OF A WITNESS POST  THE STATION IS DESIGNATED
 AC5525'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - WASHINGTON ANA SURVEYS
 AC5525'1996
 AC5525
 AC5525                          STATION RECOVERY (1997)
 AC5525
 AC5525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC5525'RECOVERED AS DESCRIBED.
 AC5525
 AC5525                          STATION RECOVERY (2003)
 AC5525
 AC5525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (TGW)
 AC5525'RECOVERED AS DESCRIBED.
 AC5525'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2361 ***********************************************************************
 TR2361  DESIGNATION -  EBERLE
 TR2361  PID         -  TR2361
 TR2361  STATE/COUNTY-  WA/CLALLAM
 TR2361  USGS QUAD   -  SEQUIM (1985)
 TR2361
 TR2361                         *CURRENT SURVEY CONTROL
 TR2361  ___________________________________________________________________
 TR2361* NAD 83(1991)-  48 04 20.05361(N)    123 03 21.44358(W)     ADJUSTED  
 TR2361* NAVD 88     -        73.3    (meters)     240.     (feet)  VERTCON   
 TR2361  ___________________________________________________________________
 TR2361  LAPLACE CORR-          -9.07  (seconds)                    DEFLEC99
 TR2361  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 TR2361
 TR2361  HORZ ORDER  -  SECOND
 TR2361
 TR2361.The horizontal coordinates were established by classical geodetic methods
 TR2361.and adjusted by the National Geodetic Survey in December 1991..
 TR2361
 TR2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2361
 TR2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2361
 TR2361.The geoid height was determined by GEOID03.
 TR2361
 TR2361;                    North         East     Units Scale Factor Converg.
 TR2361;SPC WA N     -   121,605.192   334,400.176   MT  0.99994257   -1 39 17.2
 TR2361;SPC WA N     -   398,966.37  1,097,111.24   sFT  0.99994257   -1 39 17.2
 TR2361;UTM  10      - 5,324,330.645   495,831.724   MT  0.99960021   -0 02 29.9
 TR2361
 TR2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2361!SPC WA N     -   0.99999182  x   0.99994257  =   0.99993439
 TR2361!UTM  10      -   0.99999182  x   0.99960021  =   0.99959203
 TR2361
 TR2361|---------------------------------------------------------------------|
 TR2361| PID    Reference Object                     Distance      Geod. Az  |
 TR2361|                                                           dddmmss.s |
 TR2361| CF8669 EBERLE RM 1                           4.950 METERS 09828     |
 TR2361| CF8670 EBERLE RM 2                           5.852 METERS 26027     |
 TR2361| TR0841 SEQUIM                              APPROX. 3.8 KM 2944456.0 |
 TR2361| CF8668 EBERLE AZ MK                                       3064209.0 |
 TR2361|---------------------------------------------------------------------|
 TR2361
 TR2361                          SUPERSEDED SURVEY CONTROL
 TR2361
 TR2361  NAD 83(1986)-  48 04 20.05252(N)    123 03 21.45066(W) AD(       ) 2
 TR2361  NAD 27      -  48 04 20.71980(N)    123 03 16.81030(W) AD(       ) 2
 TR2361  NGVD 29 (07/19/86)   72.2    (m)          237.     (f) VERT ANG       
 TR2361
 TR2361.Superseded values are not recommended for survey control.
 TR2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2361.See file dsdata.txt to determine how the superseded data were derived.
 TR2361
 TR2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9583224331(NAD 83)
 TR2361_MARKER: Z = SEE DESCRIPTION
 TR2361_SETTING: 0 = UNSPECIFIED SETTING
 TR2361
 TR2361  HISTORY     - Date     Condition        Report By
 TR2361  HISTORY     - 1962     MONUMENTED       CGS
 TR2361  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TR2361
 TR2361                          STATION DESCRIPTION
 TR2361
 TR2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TR2361'THE STATION IS LOCATED ABOUT 2 MILES EAST SOUTHEAST OF SEQUIM ON A
 TR2361'LOW GRASS COVERED HILL ON THE PROPERTY OF MR. GEORGE EBERLE.
 TR2361'
 TR2361'TO REACH THE STATION FROM THE SIGNAL LIGHT IN SEQUIM, AT THE
 TR2361'INTERSECTION OF SEQUIM AVENUE AND U.S. HIGHWAY 101 GO SOUTHEAST ON
 TR2361'U.S. HIGHWAY 101 FOR 0.8 MILE TO A FORK, KEEP THE LEFT FORK AND GO
 TR2361'EAST FOR 1.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE
 TR2361'TO THE HOME OF MR. GEORGE EBERLE ON THE LEFT AND END OF TRUCK TRAVEL.
 TR2361'FROM HERE PACK EAST THROUGH THE PASTURE TO THE HIGHEST POINT OF
 TR2361'THE HILL AND STATION NEAR THE EAST WEST FENCE LINE.  A DISTANCE OF
 TR2361'ABOUT 0.1 MILE.
 TR2361'
 TR2361'THE STATION MARK IS A STANDARD DISK, STAMPED EBERLE 1962, IT IS
 TR2361'BRAZED TO A LENGTH OF SOIL PIPE AND 10 INCHES BELOW THE SURFACE.
 TR2361'IT IS 3 FEET NORTHWEST OF THE WITNESS POST AND 2.5 FEET NORTH OF THE
 TR2361'EAST WEST FENCE.
 TR2361'
 TR2361'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EBERLE NO 1 1962, BRAZED
 TR2361'TO A LENGTH OF SOIL PIPE THAT PROJECTS 4 INCHES.  IT IS 14.6 FEET
 TR2361'EAST OF THE WITNESS POST AND IN THE EAST WEST FENCE LINE.
 TR2361'
 TR2361'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EBERLE NO 2 1962, BRAZED
 TR2361'TO A LENGTH OF SOIL PIPE THAT PROJECTS 3 INCHES.  IT IS 20.6 FEET
 TR2361'WEST OF THE WITNESS POST AND IN THE EAST WEST FENCE LINE.
 TR2361'
 TR2361'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EBERLE 1962, BRAZED TO
 TR2361'A LENGTH OF SOIL PIPE THAT PROJECTS 4 INCHES.  IT IS 16 FEET WEST
 TR2361'OF THE NORTH SOUTH ROAD (CENTER), 9 FEET NORTHWEST OF A POWER POLE,
 TR2361'1.2 FEET SOUTHEAST OF THE WITNESS POST AND 1 FOOT EAST OF A NORTH
 TR2361'SOUTH FENCE.  THE AZIMUTH MARK IS 0.1 MILE NORTH OF MR. GEORGE
 TR2361'EBERLES HOME ON THE LEFT, WEST SIDE THE ROAD.
 TR2361
 TR2361                          STATION RECOVERY (1966)
 TR2361
 TR2361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR2361'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 TR2361'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5319 ***********************************************************************
 SY5319  DESIGNATION -  EBERT
 SY5319  PID         -  SY5319
 SY5319  STATE/COUNTY-  WA/KITSAP
 SY5319  USGS QUAD   -  BREMERTON WEST (1981)
 SY5319
 SY5319                         *CURRENT SURVEY CONTROL
 SY5319  ___________________________________________________________________
 SY5319* NAD 83(1991)-  47 35 08.26394(N)    122 40 39.95209(W)     ADJUSTED  
 SY5319* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5319  ___________________________________________________________________
 SY5319  LAPLACE CORR-         -14.64  (seconds)                    DEFLEC99
 SY5319  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 SY5319
 SY5319  HORZ ORDER  -  SECOND
 SY5319
 SY5319.The horizontal coordinates were established by classical geodetic methods
 SY5319.and adjusted by the National Geodetic Survey in December 1991..
 SY5319
 SY5319.The orthometric height was scaled from a topographic map.
 SY5319
 SY5319.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5319
 SY5319.The geoid height was determined by GEOID03.
 SY5319
 SY5319;                    North         East     Units Scale Factor Converg.
 SY5319;SPC WA N     -    66,773.907   361,275.434   MT  0.99998513   -1 22 23.6
 SY5319;SPC WA N     -   219,074.06  1,185,284.49   sFT  0.99998513   -1 22 23.6
 SY5319;UTM  10      - 5,270,296.567   524,229.164   MT  0.99960721   +0 14 16.5
 SY5319
 SY5319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5319!SPC WA N     -   1.00000320  x   0.99998513  =   0.99998833
 SY5319!UTM  10      -   1.00000320  x   0.99960721  =   0.99961041
 SY5319
 SY5319:                Primary Azimuth Mark                     Grid Az
 SY5319:SPC WA N     -  MADRONA                                  198 35 07.6
 SY5319:UTM  10      -  MADRONA                                  196 58 27.5
 SY5319
 SY5319|---------------------------------------------------------------------|
 SY5319| PID    Reference Object                     Distance      Geod. Az  |
 SY5319|                                                           dddmmss.s |
 SY5319| SY5326 MADRONA                             491.370 METERS 1971244.0 |
 SY5319| SY5357 NAVAL AMMO DEP ADMIN BLDG FLAG      APPROX. 1.1 KM 2673545.6 |
 SY5319| CF6574 EBERT RM 2                            3.801 METERS 26837     |
 SY5319| SY5355 BUILDING 7 WESTSIDE FLAGPOLE        APPROX. 0.9 KM 2735950.8 |
 SY5319| SY5359 NAVAL AMMO DEPOT AIR BCN LIGHT      APPROX. 1.1 KM 2800053.6 |
 SY5319| CF6573 EBERT RM 1                            6.557 METERS 35417     |
 SY5319|---------------------------------------------------------------------|
 SY5319
 SY5319                          SUPERSEDED SURVEY CONTROL
 SY5319
 SY5319  NAD 83(1986)-  47 35 08.25901(N)    122 40 39.95907(W) AD(       ) 2
 SY5319  NAD 27      -  47 35 08.92600(N)    122 40 35.46100(W) AD(       ) 2
 SY5319
 SY5319.Superseded values are not recommended for survey control.
 SY5319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5319.See file dsdata.txt to determine how the superseded data were derived.
 SY5319
 SY5319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2422970297(NAD 83)
 SY5319_MARKER: Z = SEE DESCRIPTION
 SY5319_SETTING: 0 = UNSPECIFIED SETTING
 SY5319
 SY5319  HISTORY     - Date     Condition        Report By
 SY5319  HISTORY     - 1935     MONUMENTED       CGS
 SY5319  HISTORY     - 1945     SEE DESCRIPTION  LOCENG
 SY5319  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY5319
 SY5319                          STATION DESCRIPTION
 SY5319
 SY5319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5319'LOCATED IN PUGET SOUND W AND N OF BREMERTON IN OSTRICH BAY, DYES
 SY5319'INLET, ON THE W SIDE OF THE LARGER AND MORE EASTERLY OF TWO LONG
 SY5319'NARROW PENINSULAS IN OSTRICH BAY, ABOUT OPPOSITE THE PIER OF THE
 SY5319'NAVAL AMMUNITION DEPOT WHICH IS ACROSS THE BAY.  ON THE SLIGHTLY
 SY5319'ROUNDING POINT ABOUT MID-LENGTH OF THE PENINSULA ON PROPERTY
 SY5319'OWNED IN 1935 BY MR. EBERT (LOT 8).
 SY5319'
 SY5319'STATION MARK IS A STANDARD BRONZE DISK ON A 3-FOOT BOULDER AT THE
 SY5319'HIGH-WATER LINE PROJECTING 6 INCHES ABOVE THE BEACH.
 SY5319'
 SY5319'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK ON A BOULDER N OF
 SY5319'THE STATION AT THE HIGH-WATER LINE FLUSH WITH THE BEACH.
 SY5319'
 SY5319'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK ON A SMALL BOULDER
 SY5319'INSIDE THE HIGH-WATER LINE DIRECTLY OFFSHORE FROM THE STATION
 SY5319'PROJECTING 4 INCHES ABOVE THE BEACH.
 SY5319
 SY5319                          STATION RECOVERY (1945)
 SY5319
 SY5319'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 SY5319'DESCRIPTION SHOULD BE AMENDED.  EBERT IS NO LONGER KNOWN IN THE
 SY5319'VICINITY.  THE STATION LIES ABOUT N. 15 DEG W. 75 FEET FROM FOOT OF
 SY5319'GRANITE STEPS ON THE MC ARTHUR PROPERTY IMMEDIATELY E OF A GRANITE
 SY5319'BOULDER ON THE BEACH WHICH PROJECTS ABOUT 8 OR 10 INCHES.  AT
 SY5319'HIGH-WATER LINE.  STATION IS NOW BURIED ABOUT 12 OR 13
 SY5319'INCHES.  REFERENCE MARKS WERE FOUND IN GOOD CONDITION, AS WAS
 SY5319'THE STATION ITSELF.
 SY5319
 SY5319                          STATION RECOVERY (1952)
 SY5319
 SY5319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY5319'STATION MARK REMOVED AND BOULDER TURNED UPSIDE DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1684 ***********************************************************************
 SA1684  DESIGNATION -  ECHO
 SA1684  PID         -  SA1684
 SA1684  STATE/COUNTY-  WA/GRANT
 SA1684  USGS QUAD   -  VANTAGE (1978)
 SA1684
 SA1684                         *CURRENT SURVEY CONTROL
 SA1684  ___________________________________________________________________
 SA1684* NAD 83(1986)-  46 58 22.     (N)    119 58 17.     (W)     SCALED    
 SA1684* NAVD 88     -       352.204  (meters)    1155.52   (feet)  ADJUSTED  
 SA1684  ___________________________________________________________________
 SA1684  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 SA1684  DYNAMIC HT  -         352.231 (meters)    1155.61  (feet)  COMP
 SA1684  MODELED GRAV-     980,680.4   (mgal)                       NAVD 88
 SA1684
 SA1684  VERT ORDER  -  SECOND    CLASS 0
 SA1684
 SA1684.The horizontal coordinates were scaled from a topographic map and have
 SA1684.an estimated accuracy of +/- 6 seconds.
 SA1684
 SA1684.The orthometric height was determined by differential leveling
 SA1684.and adjusted by the National Geodetic Survey in June 1991..
 SA1684
 SA1684.The geoid height was determined by GEOID03.
 SA1684
 SA1684.The dynamic height is computed by dividing the NAVD 88
 SA1684.geopotential number by the normal gravity value computed on the
 SA1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1684.degrees latitude (g = 980.6199 gals.).
 SA1684
 SA1684.The modeled gravity was interpolated from observed gravity values.
 SA1684
 SA1684;                    North         East    Units  Estimated Accuracy
 SA1684;SPC WA S     -   182,360.      540,220.      MT  (+/- 180 meters Scaled)
 SA1684
 SA1684                          SUPERSEDED SURVEY CONTROL
 SA1684
 SA1684  NGVD 29 (??/??/92)  351.108  (m)         1151.93   (f) ADJ UNCH    2 0
 SA1684
 SA1684.Superseded values are not recommended for survey control.
 SA1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1684.See file dsdata.txt to determine how the superseded data were derived.
 SA1684
 SA1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN739064(NAD 83)
 SA1684_MARKER: DS = TRIANGULATION STATION DISK
 SA1684_SETTING: 66 = SET IN ROCK OUTCROP
 SA1684_SP_SET: BEDROCK
 SA1684_STAMPING: ECHO
 SA1684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1684+STABILITY: POSITION/ELEVATION WELL
 SA1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1684+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1990
 SA1684
 SA1684  HISTORY     - Date     Condition        Report By
 SA1684  HISTORY     - 1957     MONUMENTED       CGS
 SA1684  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SA1684  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SA1684  HISTORY     - 1968     GOOD             NGS
 SA1684  HISTORY     - 1979     GOOD             NGS
 SA1684  HISTORY     - 19901121 GOOD
 SA1684
 SA1684                          STATION DESCRIPTION
 SA1684
 SA1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SA1684'THE STATION IS LOCATED ON A HIGH PLATEAU ON THE EAST SIDE OF THE
 SA1684'COLUMBIA RIVER GORGE ABOUT 8 MILES SOUTHWEST OF BURKE JUNCTION, 1
 SA1684'MILE NORTH OF VANTAGE AND 1/2 MILE EAST OF THE COLUMBIA RIVER.
 SA1684'
 SA1684'TO REACH THE STATION FROM BURKE JUNCTION GO SOUTHWEST ON U.S.
 SA1684'HIGHWAY 10 FOR 4.3 MILES TO A SIDE ROAD LEFT JUST BEFORE REACHING
 SA1684'THE HILLTOP CAFE.  THIS SIDE ROAD IS 8.05 MILES NORTH AND NORTHEAST
 SA1684'ALONG HIGHWAY 10 FROM THE POST OFFICE IN VANTAGE.  TURN LEFT AND GO
 SA1684'SOUTH ON THE GRADED ROAD FOR 1.0 MILE TO AN OLD PAVED CROSSROAD.
 SA1684'THERE IS A TELEPHONE BOOSTER STATION IN A CONCRETE BLOCK BUILDING
 SA1684'IN THE NORTHEAST QUADRANT OF THE INTERSECTION.  TURN RIGHT ON THE
 SA1684'OLD PAVED HIGHWAY AND GO WEST AND SOUTH FOR 2.25 MILES TO A TRACK
 SA1684'ROAD LEFT.  TURN LEFT, THROUGH A WIRE GATE, AND GO SOUTH ON THE
 SA1684'TRACK ROAD FOR 1.2 MILES TO AN OLD WIRE FENCE ACROSS THE ROAD.
 SA1684'CONTINUE SOUTH ON THE TRACK ROAD FOR 0.75 MILE.  HERE TURN RIGHT AND
 SA1684'GO WEST THROUGH THE SAGEBRUSH FOR 0.2 MILE TO THE STATION.
 SA1684'
 SA1684'THE STATION MARK IS A STANDARD DISK, STAMPED ECHO 1957, CEMENTED IN
 SA1684'A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.
 SA1684'IT IS 6 FEET NORTH OF A WHITE WITNESS POST AND ABOUT 200 FEET EAST
 SA1684'OF THE WEST EDGE OF THE PLATEAU.
 SA1684'
 SA1684'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ECHO NO 1 1957,
 SA1684'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 3
 SA1684'INCHES ABOVE THE GROUND.  IT IS 45 FEET SOUTHWEST OF THE WHITE
 SA1684'WITNESS POST AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 SA1684'
 SA1684'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ECHO NO 2 1957,
 SA1684'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 10
 SA1684'INCHES ABOVE THE GROUND.  IT IS 39 FEET NORTHWEST OF THE WHITE
 SA1684'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 SA1684'
 SA1684'A 4-WHEEL DRIVE VEHICLE IS NEEDED TO DRIVE TO THE STATION.
 SA1684
 SA1684                          STATION RECOVERY (1963)
 SA1684
 SA1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SA1684'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 SA1684'U.S. HIGHWAY 10 HAS BEEN RE-ROUTED AND THE STATION IS NOW NEAR THE
 SA1684'SOUTHWEST CORNER OF A REST AREA ON THE NORTHWEST SIDE OF U.S.
 SA1684'HIGHWAY 10, 2-1/4 MILES EAST OF THE NEW VANTAGE BRIDGE OVER THE
 SA1684'COLUMBIA RIVER.
 SA1684'
 SA1684'THE STATION MARK IS 42 FEET WEST OF THE CENTER OF THE ROAD ON THE
 SA1684'WEST SIDE OF THE LOOP AT THE SOUTH SIDE OF THE PARKING AREA, 33
 SA1684'FEET SOUTH OF THE SOUTH SIDE OF THE PARKING AREA, 17 FEET EAST OF A
 SA1684'LINE EXTENDED FROM ALONG THE WEST SIDE OF THE PARKING AREA AND
 SA1684'6-1/2 FEET NORTH OF A WHITE WITNESS POST.
 SA1684
 SA1684                          STATION RECOVERY (1967)
 SA1684
 SA1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA1684'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 SA1684'CONDITION, REFERENCE MARK NO. 2 HAS BEEN DESTROYED, THE ROCK
 SA1684'CONTAINING THE DISK WAS FOUND LOOSE WITH THE ARROW POINTING ABOUT 40
 SA1684'DEGREES TO THE LEFT OF THE STATION MARK, THE DISK WAS REMOVED FROM
 SA1684'THE ROCK.  A COMPLETE DESCRIPTION FOLLOWS--
 SA1684'
 SA1684'THE STATION IS 8-1/2 MILES SOUTHWEST OF GEORGE, 2 MILES NORTH OF
 SA1684'THE VANTAGE BRIDGE OVER THE COLUMBIA RIVER AND AT THE REST AREA ON
 SA1684'THE WEST SIDE OF INTERSTATE HIGHWAY 90.
 SA1684'
 SA1684'THE STATION MARK STAMPED, ECHO 1957 IS A STANDARD DISK SET IN
 SA1684'BEDROCK ABOUT 1 FOOT ABOVE THE BLACK TOP AND FLUSH WITH THE
 SA1684'SURROUNDING AREA.  IT IS ABOUT 70 YARDS EAST OF THE EDGE OF A CLIFF,
 SA1684'48 FEET SOUTH OF THE SOUTHWEST CORNER OF A PARKING AREA, 14 FEET
 SA1684'EAST OF THE PROJECTED WEST SIDE OF THE PARKING AREA AND 62 FEET
 SA1684'WEST OF THE NORTH END OF THE GRASS IN A LOOP ROAD AT THE SOUTHERN
 SA1684'END OF THE PARKING AREA.
 SA1684'
 SA1684'REFERENCE MARK NO. 1 STAMPED, ECHO NO 1 1957 IS A STANDARD DISK SET
 SA1684'IN A BEDROCK OUTCROP WHICH PROJECTS ABOUT 2 INCHES AND HAS A 1 X
 SA1684'2-FOOT PORTION EXPOSED.  IT IS 105 FEET WEST OF THE NORTH END OF THE
 SA1684'GRASS IN A LOOP ROAD AT THE SOUTHERN END OF THE PARKING AREA, 11.5
 SA1684'FEET WEST OF THE PROJECTED WEST EDGE OF THE PARKING AREA AND ABOUT 1
 SA1684'FOOT LOWER THAN THE STATION MARK.
 SA1684'
 SA1684'REFERENCE MARK NO. 3 STAMPED, ECHO 1957 NO 3 1967 IS A STANDARD
 SA1684'DISK SET IN BEDROCK ABOUT LEVEL WITH THE TURN-AROUND ROAD, 33 FEET
 SA1684'SOUTH OF THE SOUTH END OF THE PARKING STRIP, 45 FEET SOUTHWEST OF
 SA1684'THE NORTH EDGE OF THE GRASS IN THE TURN-AROUND ROAD AND 7 FEET WEST
 SA1684'OF THE WEST EDGE OF THE BLACK TOP OF THE TURN-AROUND ROAD.
 SA1684'
 SA1684'TO REACH THE STATION FROM THE INTERCHANGE AT GEORGE GO SOUTHWEST ON
 SA1684'INTERSTATE HIGHWAY 90 FOR 5.5 MILES TO COUNTY ROAD U-SW, CONTINUE
 SA1684'SOUTHWEST ON INTERSTATE HIGHWAY 90 FOR 4.5 MILES TO THE REST AREA
 SA1684'ON THE RIGHT AND THE STATION NEAR THE SOUTHERN END OF THE PARKING
 SA1684'AREA.
 SA1684
 SA1684                          STATION RECOVERY (1968)
 SA1684
 SA1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SA1684'2.0 MI N FROM VANTAGE.
 SA1684'MARK IS 8 1/2 MILES SOUTHWEST OF GEORGE, AT THE REST AREA ON THE WEST
 SA1684'SIDE OF INTERSTATE HIGHWAY 90, 70 YARDS EAST OF THE EDGE OF A CLIFF,
 SA1684'48 FEET SOUTH OF THE SOUTHWEST CORNER OF A PARKING AREA, 14 FEET EAST
 SA1684'OF THE PROJECTED WEST SIDE OF THE PARKING AREA AND 62 FEET WEST OF THE
 SA1684'NORTH END OF THE GRASS IN A LOOP ROAD AT THE SOUTHERN END OF THE REST
 SA1684'AREA.  MARK IS A TRIANGULATION STATION DISK SET IN BEDROCK ABOUT 1
 SA1684'FOOT ABOVE THE BLACKTOP AND FLUSH WITH THE SURROUNDING GROUND LEVEL.
 SA1684
 SA1684                          STATION RECOVERY (1979)
 SA1684
 SA1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SA1684'REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND TO BE IN GOOD
 SA1684'CONDITION, THE STEM FOR THE STATION MARK WAS FOUND IN THE DRILL HOLE
 SA1684'WITH THE CAP MISSING.  THE STEM WAS REMOVED AND A NEW STATION MARK
 SA1684'DISK WAS PLUMBED OVER THE CENTER OF THE STEM.  AN AZIMUTH MARK WAS
 SA1684'ESTABLISHED THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 SA1684'
 SA1684'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF GEORGE, 2 MILES
 SA1684'NORTH OF THE VANTAGE BRIDGE OVER THE COLUMBIA RIVER, AND IN A SCENIC
 SA1684'VIEW AREA ON THE WEST SIDE OF INTERSTATE HIGHWAY 90.
 SA1684'
 SA1684'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 90 IN
 SA1684'GEORGE GO WEST ON INTERSTATE HIGHWAY 90 FOR 10.0 MILES TO A SCENIC
 SA1684'VIEW AREA ON THE RIGHT AND THE STATION ON THE RIGHT AT THE SOUTH END
 SA1684'OF THE DIAGONAL PARKING AREA.
 SA1684'
 SA1684'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 SA1684'---ECHO 1957 1979--- SET INTO ROCK OUTCROP LOCATED 14.3 METERS (47
 SA1684'FEET) S FROM THE SOUTHWEST CORNER OF A PARKING AREA.
 SA1684'
 SA1684'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SA1684'NOS) DISK STAMPED ---ECHO NO 1 1957--- SET INTO ROCK OUTCROP LOCATED
 SA1684'28.7 METERS (94 FEET) SW FROM THE SOUTHWEST CORNER OF THE PARKING
 SA1684'AREA AND 0.6 METER (2 FEET) LOWER THAN THE STATION.
 SA1684'
 SA1684'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SA1684'NOS) DISK STAMPED ---ECHO 1957 NO 3 1967--- SET INTO ROCK OUTCROP
 SA1684'LOCATED 10.1 METERS (33 FEET) S FROM THE SOUTHWEST CORNER OF THE
 SA1684'PARKING AREA, 2.1 METERS (7 FEET) W FROM THE WEST EDGE OF THE
 SA1684'PAVEMENT, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 SA1684'
 SA1684'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SA1684'STAMPED ---ECHO 1957 1979--- SET INTO THE TOP OF A ROUND CONCRETE
 SA1684'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10 CM (4 INCHES)
 SA1684'ABOVE THE GROUND LOCATED 40.5 METERS (133 FEET) NW FROM THE CENTER
 SA1684'ONE OF 3 PLAQUES, 3.51 METERS (11.5 FEET) W FROM THE CURB, 1.5 METERS
 SA1684'(5 FEET) E FROM THE EDGE OF A FILLED AREA, AND 2.1 METERS (7 FEET) S
 SA1684'FROM THE FIRST ONE OF 5 LARGE BOULDERS.
 SA1684'
 SA1684'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON
 SA1684'INTERSTATE HIGHWAY 90 FOR 0.5 MILE TO A CROSS OVER, TURN LEFT
 SA1684'CROSSING THE EAST BOUND LANE AND GO SOUTH FOR 0.4 MILE TO THE SCENIC
 SA1684'VIEW AREA AND THE MARK ON THE RIGHT BETWEEN THE FIRST AND SECOND
 SA1684'LARGE BOULDERS ON THE RIGHT.
 SA1684
 SA1684                          STATION RECOVERY (1990)
 SA1684
 SA1684'RECOVERED 1990
 SA1684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1882 ***********************************************************************
 SY1882  DESIGNATION -  ECHO
 SY1882  PID         -  SY1882
 SY1882  STATE/COUNTY-  WA/KING
 SY1882  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1882
 SY1882                         *CURRENT SURVEY CONTROL
 SY1882  ___________________________________________________________________
 SY1882* NAD 83(1991)-  47 26 45.91430(N)    122 06 44.44260(W)     ADJUSTED  
 SY1882* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 SY1882  ___________________________________________________________________
 SY1882  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 SY1882  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY1882
 SY1882  HORZ ORDER  -  SECOND
 SY1882
 SY1882.The horizontal coordinates were established by classical geodetic methods
 SY1882.and adjusted by the National Geodetic Survey in December 1991..
 SY1882
 SY1882.The orthometric height was scaled from a topographic map.
 SY1882
 SY1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1882
 SY1882.The geoid height was determined by GEOID03.
 SY1882
 SY1882;                    North         East     Units Scale Factor Converg.
 SY1882;SPC WA N     -    50,398.697   403,539.506   MT  1.00001049   -0 57 08.1
 SY1882;SPC WA N     -   165,349.73  1,323,945.86   sFT  1.00001049   -0 57 08.1
 SY1882;UTM  10      - 5,255,119.991   566,920.514   MT  0.99965503   +0 39 14.1
 SY1882
 SY1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1882!SPC WA N     -   0.99997739  x   1.00001049  =   0.99998788
 SY1882!UTM  10      -   0.99997739  x   0.99965503  =   0.99963243
 SY1882
 SY1882|---------------------------------------------------------------------|
 SY1882| PID    Reference Object                     Distance      Geod. Az  |
 SY1882|                                                           dddmmss.s |
 SY1882| CE3995 ECHO RM                              10.869 METERS 17005     |
 SY1882| SY2121 YOUNGS TANK 1937                    APPROX. 3.4 KM 2802712.3 |
 SY1882|---------------------------------------------------------------------|
 SY1882
 SY1882                          SUPERSEDED SURVEY CONTROL
 SY1882
 SY1882  NAD 83(1986)-  47 26 45.90621(N)    122 06 44.45216(W) AD(       ) 2
 SY1882  NAD 27      -  47 26 46.54000(N)    122 06 40.02500(W) AD(       ) 2
 SY1882
 SY1882.Superseded values are not recommended for survey control.
 SY1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1882.See file dsdata.txt to determine how the superseded data were derived.
 SY1882
 SY1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6692155120(NAD 83)
 SY1882
 SY1882  HISTORY     - Date     Condition        Report By
 SY1882  HISTORY     - 1937     MONUMENTED       WAGS
 SY1882  HISTORY     - 1968     SEE DESCRIPTION  WAA
 SY1882  HISTORY     - 1969     SEE DESCRIPTION  WA-033
 SY1882
 SY1882                          STATION DESCRIPTION
 SY1882
 SY1882'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY1882'STATION IS LOCATED ON LOGGED-OFF LAND 6 MILES (AIR LINE) SE
 SY1882'OF RENTON AND 6-1/2 MILES (AIR LINE) NE OF KENT.
 SY1882'
 SY1882'STATION IS REACHED AS FOLLOWS--FROM THIRD AVENUE AND MAIN
 SY1882'STREET IN RENTON GO S 2.5 MILES TO SPRING GLENN SERVICE
 SY1882'STATION, TURN LEFT AND RUN E 3.7 MILES TO A COAL MINE, CONTINUE
 SY1882'0.3 MILE AND TURN LEFT OFF MAIN ROAD JUST OPPOSITE CORNER
 SY1882'OF LAKE YOUNGS WATERSHED AND RUN 0.2 MILE E, TURN LEFT AND GO
 SY1882'0.5 MILE TO TRAEGER GATE.  END OF TRUCK TRAVEL.  STATION IS
 SY1882'ABOUT 200 YARDS N (320 DEG MAGNETIC).  IT IS ABOUT 109 FEET S
 SY1882'OF OLD LOGGING ROAD THAT COMES FROM WATER TANK NEAR
 SY1882'TRIANGULATION STATION INDIAN.
 SY1882
 SY1882                          STATION RECOVERY (1968)
 SY1882
 SY1882'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1968
 SY1882'ECHO 1937 GOOD
 SY1882'
 SY1882'STAND STILL OVER MARK.  WENT TO STATION BY GOING UP SIDE RD. 01
 SY1882'MILE TO GARBAGE AREA.  WALK NE FOR ABOUT 250 FT TO NEXT RIDGE
 SY1882'AND STATION.  SET WITNESS POST TAG IN 10 IN FIR.
 SY1882
 SY1882                          STATION RECOVERY (1969)
 SY1882
 SY1882'RECOVERY NOTE BY KING COUNTY WASHINGTON 1969
 SY1882'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK WAS NOT
 SY1882'FOUND BUT IT SHOULD BE RECOVERABLE IF A RELIABLE DIRECTION
 SY1882'TO IT CAN BE ESTABLISHED.
 SY1882'
 SY1882'ON SOUTHERLY SLOPE OF A GRADUAL RISE NORTHWESTERLY FROM LAKE
 SY1882'DESIRE, ABOUT 500 FEET NORTHWEST OF LAKE DESIRE DR. N., ON A LOW
 SY1882'KNOLL, 19.5 FEET NORTHWEST OF A USC AND GS WITNESS SIGN NAILED
 SY1882'ON A SMALL FIR TREE, 15 FEET EAST-NORTHEAST OF A SMALL DOUBLE
 SY1882'FIR TREE GROWING OUT OF A LARGE STUMP.  STATION MARK IS A KING
 SY1882'COUNTY DISK WITH J P DODD CO ENGINEER CAST IN DISK, IN TOP OF
 SY1882'A SQUARE CONCRETE POST WITH TAPERED TOP.
 SY1882'
 SY1882'THE STATION IS IN A THICK GROWTH OF ALDER AND SMALL FIR
 SY1882'TREES.  NOTHING IS VISIBLE FROM THE GROUND WITHOUT EXTENSIVE
 SY1882'CLEARING.
 SY1882'
 SY1882'TO REACH FROM RENTON CITY CENTER GO SOUTH ON STATE HIGHWAY
 SY1882'515 (BENSON HIGHWAY) FOR 2.4 MI. TO S. E. 176TH ST., THENCE
 SY1882'LEFT ON S.E. 176TH ST. AND PETROVITSKY ROAD FOR 3.9 MI. TO
 SY1882'S. E. 184TH ST., THENCE LEFT FOR 0.2 MI. TO 172ND
 SY1882'AVE. S. E., THENCE LEFT FOR 0.5 MI. TO CURVE RIGHT AND DIRT
 SY1882'ROAD LEFT, THENCE LEFT ON DIRT ROAD FOR 0.1 MI. TO TRASH
 SY1882'DUMP.  FROM TELEPHONE POLE NO. 13-29 LD-20 (GUY POLE ON
 SY1882'SOUTHWEST SIDE OF POLE) ON NORTHEAST SIDE OF ROAD WALK
 SY1882'NORTHEASTERLY THROUGH WOODED AREA ABOUT 100 YARDS TO
 SY1882'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4876 ***********************************************************************
 SY4876  DESIGNATION -  ECHO
 SY4876  PID         -  SY4876
 SY4876  STATE/COUNTY-  WA/KING
 SY4876  USGS QUAD   -  EDMONDS EAST (1981)
 SY4876
 SY4876                         *CURRENT SURVEY CONTROL
 SY4876  ___________________________________________________________________
 SY4876* NAD 83(1991)-  47 46 13.48793(N)    122 19 48.01463(W)     ADJUSTED  
 SY4876* NAVD 88     -       170.65   (+/-2cm)     559.9    (feet)  VERTCON   
 SY4876  ___________________________________________________________________
 SY4876  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 SY4876  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 SY4876
 SY4876  HORZ ORDER  -  THIRD
 SY4876  VERT ORDER  -  THIRD ? (See Below)
 SY4876
 SY4876.The horizontal coordinates were established by classical geodetic methods
 SY4876.and adjusted by the National Geodetic Survey in December 1991..
 SY4876
 SY4876.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4876.The vertical order pertains to the NGVD 29 superseded value.
 SY4876
 SY4876.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4876
 SY4876.The geoid height was determined by GEOID03.
 SY4876
 SY4876;                    North         East     Units Scale Factor Converg.
 SY4876;SPC WA N     -    86,746.735   387,827.266   MT  0.99996055   -1 06 51.5
 SY4876;SPC WA N     -   284,601.58  1,272,396.62   sFT  0.99996055   -1 06 51.5
 SY4876;UTM  10      - 5,291,000.467   550,199.920   MT  0.99963097   +0 29 46.0
 SY4876
 SY4876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4876!SPC WA N     -   0.99997693  x   0.99996055  =   0.99993748
 SY4876!UTM  10      -   0.99997693  x   0.99963097  =   0.99960791
 SY4876
 SY4876|---------------------------------------------------------------------|
 SY4876| PID    Reference Object                     Distance      Geod. Az  |
 SY4876|                                                           dddmmss.s |
 SY4876| CF6576 ECHO RM 1                            14.854 METERS 04057     |
 SY4876| CF6578 ECHO RM 3                            17.037 METERS 07456     |
 SY4876| CF6575 ECHO AZ MK                                         0904546.8 |
 SY4876| CF6577 ECHO RM 2                            22.768 METERS 15155     |
 SY4876| SY4882 SEATTLE RADIO STA KGDN MAST         APPROX. 2.0 KM 2605126.0 |
 SY4876|---------------------------------------------------------------------|
 SY4876
 SY4876                          SUPERSEDED SURVEY CONTROL
 SY4876
 SY4876  NAD 83(1986)-  47 46 13.48146(N)    122 19 48.01896(W) AD(       ) 3
 SY4876  NAD 27      -  47 46 14.13100(N)    122 19 43.56200(W) AD(       ) 3
 SY4876  NGVD 29 (07/19/86)  169.54   (m)          556.2    (f) LEVELING    3  
 SY4876
 SY4876.Superseded values are not recommended for survey control.
 SY4876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4876.See file dsdata.txt to determine how the superseded data were derived.
 SY4876
 SY4876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5020091000(NAD 83)
 SY4876_MARKER: DS = TRIANGULATION STATION DISK
 SY4876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4876
 SY4876  HISTORY     - Date     Condition        Report By
 SY4876  HISTORY     - 1955     MONUMENTED       CGS
 SY4876  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SY4876  HISTORY     - 1968     POOR             CGS
 SY4876  HISTORY     - 1988     GOOD             USPSQD
 SY4876  HISTORY     - 20050101 GOOD             GEOCAC
 SY4876
 SY4876                          STATION DESCRIPTION
 SY4876
 SY4876'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY4876'THE STATION IS NEAR THE SUMMIT OF A PROMINENT RIDGE ABOUT 4-1/2
 SY4876'MILES WEST-NORTHWEST OF KENMORE, 2-1/2 MILES SOUTH OF SEATTLE
 SY4876'HEIGHTS, 1 MILE NORTHEAST OF RICHMOND HIGHLANDS, 3/4 OF A MILE
 SY4876'SOUTH OF THE SOUTH SHORE OF BALLINGER LAKE AND 1/2 MILE SOUTH OF
 SY4876'THE KING-SNOHOMISH COUNTY LINE.  IT IS IN THE SOUTHWEST ANGLE OF
 SY4876'EAST 195TH. STREET NORTHEAST AND 1ST. AVENUE NORTHEAST, ABOUT 50
 SY4876'YARDS SOUTH OF A FENCED ENCLOSURE, 55 FEET WEST OF THE CENTER
 SY4876'OF 1ST. AVENUE NORTHEAST, 49 FEET SOUTHWEST OF A POWERLINE POLE
 SY4876'AND 29 FEET SOUTH OF THE CENTER OF EAST 195TH. STREET
 SY4876'NORTHEAST.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 SY4876'THE DISK IS STAMPED ECHO 1955.
 SY4876'
 SY4876'REFERENCE MARK NO.1 IS ABOUT 1-1/2 FEET BELOW THE ELEVATION OF
 SY4876'THE STATION, 11 FEET NORTH OF THE CENTER OF EAST 195TH. STREET
 SY4876'NORTHEAST AND 1 FOOT WEST OF A POWERLINE POLE.  IT IS SET FLUSH
 SY4876'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ECHO NO
 SY4876'1 1955.
 SY4876'
 SY4876'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION AND
 SY4876'21 FEET WEST OF THE CENTER OF 1ST. AVENUE NORTHEAST.  IT IS SET
 SY4876'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 SY4876'ECHO NO 2 1955.
 SY4876'
 SY4876'THE AZIMUTH MARK IS SET IN THE NORTHEAST ANGLE OF EAST
 SY4876'195TH. STREET NORTHEAST AND 10TH. AVENUE NORTHEAST, 32 FEET NORTH
 SY4876'OF THE CENTER OF EAST 195TH. STREET NORTHEAST, 22 FEET EAST OF
 SY4876'THE CENTER OF 10TH. AVENUE NORTHEAST AND 1 FOOT SOUTHEAST OF A
 SY4876'POWERLINE POLE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 SY4876'AND THE DISK IS STAMPED ECHO 1955.
 SY4876'
 SY4876'TO REACH THE STATION FROM THE TRAFFIC SIGNAL AT THE JUNCTION OF
 SY4876'U.S. HIGHWAY NO. 99, STATE ROUTE 1W AND STATE ROUTE 2B AT THE
 SY4876'SOUTH EDGE OF RICHMOND HEIGHTS, GO EAST ON STATE ROUTE 2B FOR
 SY4876'0.75 MILE TO 1ST. AVENUE NORTHEAST.  HERE TURN RIGHT AND GO SOUTH
 SY4876'ON 1ST. AVENUE NORTHEAST FOR 0.5 MILE TO EAST 195TH. STREET
 SY4876'NORTHEAST AT THE TOP OF THE RIDGE AND THE STATION IN THE
 SY4876'SOUTHWEST ANGLE AS DESCRIBED.
 SY4876'
 SY4876'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON EAST
 SY4876'195TH. STREET NORTHEAST FOR 0.5 MILE TO 10TH. AVENUE NORTHEAST AND
 SY4876'THE MARK IN THE NORTHEAST ANGLE AS DESCRIBED.
 SY4876'
 SY4876'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 SY4876
 SY4876                          STATION RECOVERY (1958)
 SY4876
 SY4876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EHK)
 SY4876'STATION MONUMENT WAS FOUND UPROOTED AND LYING ON THE
 SY4876'GROUND.  SUB-SURFACE MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 SY4876'ALL RECOVERED IN GOOD CONDITION.  A NEW SURFACE MARK WAS SET
 SY4876'DIRECTLY OVER THE SUB-SURFACE MARK, IN A CONCRETE POST PROJECTING
 SY4876'0.3 FT. ABOVE THE GROUND.
 SY4876'
 SY4876'NEW SURFACE STATION MARK IS A STANDARD DISK STAMPED ECHO
 SY4876'1955-1958.
 SY4876
 SY4876                          STATION RECOVERY (1968)
 SY4876
 SY4876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4876'THE SURFACE MARK WAS FOUND DISTURBED.  REFERENCE MARK 2 WAS NOT
 SY4876'RECOVERED AND IT WAS BELIEVED TO BE LOST DURING THE GRADING FOR
 SY4876'A LAWN.  THE UNDERGROUND STATION MARK, THE AZIMUTH MARK AND
 SY4876'REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.  A NEW SURFACE
 SY4876'STATION MARK WAS SET.  THE UNDERGROUND STATION MARK WAS LOWERED.
 SY4876'
 SY4876'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF KING COUNTY,
 SY4876'ABOUT 1/2 MILE SOUTH OF LAKE BALLINGER, ABOUT 1/2 MILE EAST OF
 SY4876'ECHO LAKE, ABOUT 1/2 MILE SOUTH OF THE KING - SNOHOMISH COUNTY
 SY4876'LINE, NEAR THE SOUTHWEST CORNER OF HOLYROOD CEMETERY AND SOUTHWEST
 SY4876'OF THE JUNCTION OF 1ST AVENUE NORTHEAST AND NORTHEAST 195TH
 SY4876'STREET.
 SY4876'
 SY4876'THE STATION IS A STANDARD DISK, STAMPED ECHO 1955 1968, SET IN
 SY4876'THE TOP OF AN 8-INCH IN DIAMETER, CONCRETE MONUMENT, PROJECTING
 SY4876'10 INCHES ABOVE THE SURFACE OF THE GROUND, 56 FEET WEST-SOUTHWEST
 SY4876'OF THE CENTERLINE INTERSECTION OF 1ST AVENUE NORTHEAST AND
 SY4876'NORTHEAST 195TH STREET, 13.5 FEET NORTH OF A WOODEN FENCE, ALONG
 SY4876'THE NORTH EDGE OF AN ALLEYWAY AND IN UNDERBRUSH.
 SY4876'
 SY4876'THE UNDERGROUND STATION MARK IS A STANDARD DISK, STAMPED ECHO
 SY4876'1955 1968, SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 SY4876'THE SURFACE OF THE GROUND.
 SY4876'
 SY4876'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ECHO NO 1 1955,
 SY4876'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE
 SY4876'SURFACE OF THE GROUND, 11 FEET NORTH OF THE CENTERLINE OF
 SY4876'N.E. 195TH STREET EXTENDED WESTWARD, 1 FOOT WEST OF A WOODEN
 SY4876'POWER POLE AND ALONG THE WEST SIDE OF 1ST AVENUE NORTHEAST.
 SY4876'
 SY4876'REFERENCE MARK 3 (KING COUNTY MONUMENT, 1ST AVENUE N.E. AND
 SY4876'N.E. 195TH STREET) IS A 1/4 INCH BRASS PIN SET IN CONCRETE, 16
 SY4876'INCHES BELOW THE STREET LEVEL AT THE CENTERLINE JUNCTION OF 1ST
 SY4876'AVENUE N.E. AND N.E. 195TH ST. AND UNDER AN 8-INCH IN DIAMETER
 SY4876'MONUMENT INSPECTION COVER.
 SY4876'
 SY4876'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ECHO 1955, SET IN
 SY4876'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE
 SY4876'SURFACE OF THE GROUND, AT THE NORTHEAST ANGLE FORMED BY 10TH
 SY4876'AVENUE N.E. AND N.E. 195TH STREET, 32 FEET NORTH OF THE CENTER OF
 SY4876'195TH STREET, 22 FEET EAST OF THE CENTER OF 10TH AVENUE AND 1
 SY4876'FOOT SOUTHWEST OF A POWER POLE.
 SY4876
 SY4876                          STATION RECOVERY (1988)
 SY4876
 SY4876'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAH)
 SY4876'RECOVERED IN GOOD CONDITION.
 SY4876
 SY4876                          STATION RECOVERY (2005)
 SY4876
 SY4876'RECOVERY NOTE BY GEOCACHING 2005 (RC)
 SY4876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2169 ***********************************************************************
 TR2169  DESIGNATION -  ECHO
 TR2169  PID         -  TR2169
 TR2169  STATE/COUNTY-  WA/SAN JUAN
 TR2169  USGS QUAD   -  SUCIA ISLAND (1994)
 TR2169
 TR2169                         *CURRENT SURVEY CONTROL
 TR2169  ___________________________________________________________________
 TR2169* NAD 83(1991)-  48 45 03.86017(N)    122 52 49.28166(W)     ADJUSTED  
 TR2169* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 TR2169  ___________________________________________________________________
 TR2169  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 TR2169  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TR2169
 TR2169  HORZ ORDER  -  SECOND
 TR2169
 TR2169.The horizontal coordinates were established by classical geodetic methods
 TR2169.and adjusted by the National Geodetic Survey in December 1991..
 TR2169
 TR2169.The orthometric height was scaled from a topographic map.
 TR2169
 TR2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2169
 TR2169.The geoid height was determined by GEOID03.
 TR2169
 TR2169;                    North         East     Units Scale Factor Converg.
 TR2169;SPC WA N     -   196,697.951   349,487.906   MT  1.00000338   -1 31 26.6
 TR2169;SPC WA N     -   645,333.19  1,146,611.57   sFT  1.00000338   -1 31 26.6
 TR2169;UTM  10      - 5,399,791.171   508,794.589   MT  0.99960095   +0 05 23.8
 TR2169
 TR2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2169!SPC WA N     -   1.00000197  x   1.00000338  =   1.00000535
 TR2169!UTM  10      -   1.00000197  x   0.99960095  =   0.99960291
 TR2169
 TR2169:                Primary Azimuth Mark                     Grid Az
 TR2169:SPC WA N     -  EWING                                    010 58 42.9
 TR2169:UTM  10      -  EWING                                    009 21 52.5
 TR2169
 TR2169|---------------------------------------------------------------------|
 TR2169| PID    Reference Object                     Distance      Geod. Az  |
 TR2169|                                                           dddmmss.s |
 TR2169| TR2167 EWING                               APPROX. 1.4 KM 0092716.3 |
 TR2169| CF8672 ECHO RM 1                            14.199 METERS 18630     |
 TR2169| CF8673 ECHO RM 2                            20.120 METERS 29700     |
 TR2169|---------------------------------------------------------------------|
 TR2169
 TR2169                          SUPERSEDED SURVEY CONTROL
 TR2169
 TR2169  NAD 83(1986)-  48 45 03.86035(N)    122 52 49.28048(W) AD(       ) 2
 TR2169  NAD 27      -  48 45 04.48300(N)    122 52 44.63400(W) AD(       ) 2
 TR2169
 TR2169.Superseded values are not recommended for survey control.
 TR2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2169.See file dsdata.txt to determine how the superseded data were derived.
 TR2169
 TR2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0879599791(NAD 83)
 TR2169_MARKER: Z = SEE DESCRIPTION
 TR2169_SETTING: 0 = UNSPECIFIED SETTING
 TR2169
 TR2169  HISTORY     - Date     Condition        Report By
 TR2169  HISTORY     - 1941     MONUMENTED       CGS
 TR2169  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR2169  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2169  HISTORY     - 19950912 GOOD             USPSQD
 TR2169  HISTORY     - 20010331 GOOD             NGS
 TR2169
 TR2169                          STATION DESCRIPTION
 TR2169
 TR2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (CP)
 TR2169'STATION IS NEAR THE SE END OF THE NORTHERNMOST ISLAND AT THE
 TR2169'SOUTHERN SIDE OF THE ENTRANCE TO ECHO BAY.  THE END OF THE ISLAND
 TR2169'IS NOT WOODED AND THERE IS AN AREA ABOUT THE MIDDLE OF THE
 TR2169'UNWOODED AREA THAT IS ABOUT 25 FEET HIGH AND IS HIGHER THAN THE
 TR2169'SURROUNDING AREA.
 TR2169'
 TR2169'STATION MARK IS ON THE SE PART OF THE HIGHER POINT.  A PILE OF
 TR2169'ROCKS WERE LEFT ON AND AROUND THE MARK.  TURF WAS REMOVED FROM THE
 TR2169'BEDROCK TO PUT THE MARK IN THE ROCK.
 TR2169'
 TR2169'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 TR2169'OUTCROPPING BEDROCK.
 TR2169'
 TR2169'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN BARE
 TR2169'BEDROCK.
 TR2169
 TR2169                          STATION RECOVERY (1960)
 TR2169
 TR2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NET)
 TR2169'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND
 TR2169'AS DESCRIBED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 TR2169
 TR2169                          STATION RECOVERY (1973)
 TR2169
 TR2169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2169'STATION FOUND AS DESCRIBED, NEW ELEV ESTABLISHED.
 TR2169
 TR2169                          STATION RECOVERY (1995)
 TR2169
 TR2169'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR2169'RECOVERED IN GOOD CONDITION.
 TR2169
 TR2169                          STATION RECOVERY (2001)
 TR2169
 TR2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2169'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2444 ***********************************************************************
 SA2444  DESIGNATION -  ECHO AZ MK
 SA2444  PID         -  SA2444
 SA2444  STATE/COUNTY-  WA/GRANT
 SA2444  USGS QUAD   -  VANTAGE (1978)
 SA2444
 SA2444                         *CURRENT SURVEY CONTROL
 SA2444  ___________________________________________________________________
 SA2444* NAD 83(1991)-  46 57 49.99881(N)    119 57 55.31047(W)     ADJUSTED  
 SA2444* NAVD 88     -       351.0    (meters)    1152.     (feet)  VERTCON   
 SA2444  ___________________________________________________________________
 SA2444  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 SA2444  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 SA2444
 SA2444  HORZ ORDER  -  THIRD
 SA2444
 SA2444.The horizontal coordinates were established by classical geodetic methods
 SA2444.and adjusted by the National Geodetic Survey in December 1991..
 SA2444.No horizontal observational check was made to the station.
 SA2444
 SA2444.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2444
 SA2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2444
 SA2444.The geoid height was determined by GEOID03.
 SA2444
 SA2444;                    North         East     Units Scale Factor Converg.
 SA2444;SPC WA S     -   181,376.780   540,686.764   MT  0.99993643   +0 23 18.1
 SA2444;SPC WA S     -   595,066.99  1,773,903.16   sFT  0.99993643   +0 23 18.1
 SA2444;UTM  11      - 5,205,419.960   274,411.436   MT  1.00022551   -2 10 06.1
 SA2444;UTM  10      - 5,205,621.814   730,858.062   MT  1.00025508   +2 13 08.6
 SA2444
 SA2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2444!SPC WA S     -   0.99994824  x   0.99993643  =   0.99988468
 SA2444!UTM  11      -   0.99994824  x   1.00022551  =   1.00017374
 SA2444!UTM  10      -   0.99994824  x   1.00025508  =   1.00020331
 SA2444
 SA2444                          SUPERSEDED SURVEY CONTROL
 SA2444
 SA2444  NAD 83(1986)-  46 57 50.00727(N)    119 57 55.29768(W) AD(       ) 3
 SA2444  NAD 27      -  46 57 50.53204(N)    119 57 51.11277(W) AD(       ) 3
 SA2444  NGVD 29 (07/19/86)  349.9    (m)         1148.     (f) VERT ANG       
 SA2444
 SA2444.Superseded values are not recommended for survey control.
 SA2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2444.See file dsdata.txt to determine how the superseded data were derived.
 SA2444
 SA2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN7441105420(NAD 83)
 SA2444_MARKER: DZ = AZIMUTH MARK DISK
 SA2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2444_SP_SET: CONCRETE POST
 SA2444_STAMPING: ECHO 1957 1979
 SA2444_MARK LOGO: NGS   
 SA2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2444+STABILITY: SURFACE MOTION
 SA2444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2444+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1989
 SA2444
 SA2444  HISTORY     - Date     Condition        Report By
 SA2444  HISTORY     - UNK      MONUMENTED
 SA2444  HISTORY     - 19890717 GOOD             NGS
 SA2444
 SA2444                          STATION DESCRIPTION
 SA2444
 SA2444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SA2444'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) WEST OF GEORGE, 1.6 KM
 SA2444'(1.0 MI) NORTH OF THE VANTAGE BRIDGE OVER THE COLUMBIA RIVER AND AT
 SA2444'THE SECNIC VIEW REST AREA AT THE EAST SIDE OF INTERSTATE HIGHWAY 90.
 SA2444'TO REACH FROM THE JUNCTION OF STATE ROUTE 281 AND INTERSTATE HIGHWAY
 SA2444'90 AT GEORGE, GO WESTERLY ON INTERSTATE HIGHWAY 90 FOR 16.9 KM
 SA2444'(10.5 MI)  TO A CROSS OVER BETWEEN THE EAST AND WEST BOUND LANES OF
 SA2444'THE HIGHWAY.  TURN LEFT, CROSSING THE EAST BOUND LANES OF INTERSTATE
 SA2444'HIGHWAY 90 AND GO SOUTH UPHILL FOR 0.64 KM (0.40 MI) TO THE SECNIC
 SA2444'VIEW AREA AND THE STATION ON THE RIGHT.
 SA2444'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 SA2444'10 CM (4 INCHES) ABOVE THE GROUND SURFACE.  IT IS 46.3 M (151.9 FT)
 SA2444'NORTHWEST OF THE CENTER OF THREE PLAQUES, 1.1 M (3.6 FT)  WEST OF THE
 SA2444'CURB, 2.1 M (6.9 FT) SOUTH OF THE FIRST ONE OF FIVE LARGE BOULDERS
 SA2444'AND 1.5 M (4.9 FT) EAST OF THE EDGE OF THE FILLED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2485 ***********************************************************************
 SA2485  CBN         -  This is a Cooperative Base Network Control Station.
 SA2485  DESIGNATION -  ECHO RESET
 SA2485  PID         -  SA2485
 SA2485  STATE/COUNTY-  WA/GRANT
 SA2485  USGS QUAD   -  VANTAGE (1978)
 SA2485
 SA2485                         *CURRENT SURVEY CONTROL
 SA2485  ___________________________________________________________________
 SA2485* NAD 83(1998)-  46 58 23.24189(N)    119 58 13.28778(W)     ADJUSTED  
 SA2485* NAVD 88     -       352.20   (meters)    1155.5    (feet)  RESET     
 SA2485  ___________________________________________________________________
 SA2485  X           -  -2,178,095.521 (meters)                     COMP
 SA2485  Y           -  -3,777,083.548 (meters)                     COMP
 SA2485  Z           -   4,639,968.794 (meters)                     COMP
 SA2485  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 SA2485  ELLIP HEIGHT-         331.45  (meters)          (07/03/01) GPS OBS
 SA2485  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 SA2485
 SA2485  HORZ ORDER  -  B
 SA2485  VERT ORDER  -  THIRD
 SA2485  ELLP ORDER  -  FIFTH     CLASS I
 SA2485
 SA2485.The horizontal coordinates were established by GPS observations
 SA2485.and adjusted by the National Geodetic Survey in July 2001..
 SA2485.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SA2485.DATUM ITEM on the data sheet items page.
 SA2485
 SA2485.The orthometric height was computed from unverified reset data.
 SA2485
 SA2485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SA2485
 SA2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2485
 SA2485.The ellipsoidal height was determined by GPS observations
 SA2485.and is referenced to NAD 83.
 SA2485
 SA2485.The geoid height was determined by GEOID03.
 SA2485
 SA2485;                    North         East     Units Scale Factor Converg.
 SA2485;SPC WA S     -   182,400.695   540,299.847   MT  0.99993751   +0 23 05.0
 SA2485;SPC WA S     -   598,426.28  1,772,633.75   sFT  0.99993751   +0 23 05.0
 SA2485;UTM  11      - 5,206,460.417   274,070.485   MT  1.00022741   -2 10 20.4
 SA2485;UTM  10      - 5,206,633.166   730,438.497   MT  1.00025270   +2 12 56.7
 SA2485
 SA2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2485!SPC WA S     -   0.99994805  x   0.99993751  =   0.99988556
 SA2485!UTM  11      -   0.99994805  x   1.00022741  =   1.00017545
 SA2485!UTM  10      -   0.99994805  x   1.00025270  =   1.00020073
 SA2485
 SA2485|---------------------------------------------------------------------|
 SA2485| PID    Reference Object                     Distance      Geod. Az  |
 SA2485|                                                           dddmmss.s |
 SA2485| SA1686 ECHO RM 3                            11.301 METERS 12801     |
 SA2485| SA2444 ECHO AZ MK                          APPROX. 1.1 KM 1594106.2 |
 SA2485| SA1685 ECHO RM 1                            14.721 METERS 21644     |
 SA2485| SA1683 ECHO RM 2                            10.202 METERS 31647     |
 SA2485|---------------------------------------------------------------------|
 SA2485
 SA2485                          SUPERSEDED SURVEY CONTROL
 SA2485
 SA2485  NAD 83(1991)-  46 58 23.24102(N)    119 58 13.28639(W) AD(       ) B
 SA2485  ELLIP H (05/29/91)  331.56   (m)                       GP(       ) 4 1
 SA2485  NAD 83(1986)-  46 58 23.24947(N)    119 58 13.27367(W) AD(       ) 2
 SA2485  NAD 27      -  46 58 23.77460(N)    119 58 09.08690(W) AD(       ) 2
 SA2485  NAVD 88 (12/18/95)  352.18   (m)         1155.4    (f) LEVELING    3  
 SA2485  NAVD 88 (06/21/95)  331.56   (m)         1087.8    (f) LEVELING    3  
 SA2485  NGVD 29 (12/17/02)  351.11   (m)         1151.9    (f) RESET       3  
 SA2485
 SA2485.Superseded values are not recommended for survey control.
 SA2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2485.See file dsdata.txt to determine how the superseded data were derived.
 SA2485
 SA2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN7407006460(NAD 83)
 SA2485_MARKER: DD = SURVEY DISK
 SA2485_SETTING: 66 = SET IN ROCK OUTCROP
 SA2485_SP_SET: IN A DRILL HOLE IN BEDROCK
 SA2485_STAMPING: ECHO 1957 1979
 SA2485_MARK LOGO: NGS   
 SA2485_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SA2485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA2485+STABILITY: POSITION/ELEVATION WELL
 SA2485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2485+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2001
 SA2485
 SA2485  HISTORY     - Date     Condition        Report By
 SA2485  HISTORY     - 1979     MONUMENTED       NGS
 SA2485  HISTORY     - 19890717 GOOD             NGS
 SA2485  HISTORY     - 19920816 GOOD             NGS
 SA2485  HISTORY     - 19931201 GOOD             MSI
 SA2485  HISTORY     - 20011022 GOOD             ORION
 SA2485
 SA2485                          STATION DESCRIPTION
 SA2485
 SA2485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SA2485'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) SOUTHWEST OF GEORGE, 3.2
 SA2485'KM (2.0 MI) NORTH OF THE VANTAGE BRIDGE OVER THE COLUMBIA RIVER AND
 SA2485'AT THE SECNIC VIEW REST AREA ON THE WEST SIDE OF INTERSTATE HIGHWAY
 SA2485'90.
 SA2485'TO REACH FROM THE JUNCTION OF STATE ROUTE 281 AND INTERSTATE HIGHWAY
 SA2485'90 AT GEORGE, GO WESTERLY ON INTERSTATE HIGHWAY 90 FOR 16.09 KM
 SA2485'(10.00 MI) TO  A SECNIC VIEW AREA ON THE RIGHT AND THE STATION ON THE
 SA2485'RIGHT AT THE SOUTH END OF THE PARKING AREA.
 SA2485'THE MARK IS SET IN A DRILL HOLE IN BEDROCK.  IT IS 14.3 M (46.9 FT)
 SA2485'SOUTH OF THE SOUTHWEST CORNER OF THE PARKING AREA.
 SA2485
 SA2485                          STATION RECOVERY (1992)
 SA2485
 SA2485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 SA2485'STATION IS LOCATED ABOUT 40 KM (24.9 MI) EAST OF ELLENSBURG, 10 KM
 SA2485'(6.2 MI) SOUTHWEST OF GEORGE, 5 KM (3.1 MI) NORTHEST OF THE
 SA2485'INTERSTATE HIGHWAY 90 BRIDGE OVER THE COLUMBIA RIVER, AT AN OVERLOOK
 SA2485'ALONG THE WESTBOUND LANES OF THE INTERSTATE, AT THE SOUTH END OF THE
 SA2485'PARKING AREA.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 SA2485'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 90
 SA2485'AND WINERY ROAD (EXIT 143), GO SOUTHWEST ON HIGHWAY 90 FOR 6.43 KM
 SA2485'(4.00 MI) TO THE OVERLOOK ENTRANCE ON THE RIGHT AT MILEPOST 140.
 SA2485'BEAR RIGHT ON ROAD FOR 0.32 KM (0.20 MI) TO THE FAR END OF THE
 SA2485'PARKING AREA AND STATION ON THE RIGHT.  NOTE--STATION CAN ALSO BE
 SA2485'REACHED FROM EXIT 137 BY GOING EAST ON HIGHWAY 90 TO MILEPOST 140.
 SA2485'CONTINUE AHEAD TO A CROSSOVER, THEN RETURN TO THE OVERLOOK.
 SA2485'STATION MARK IS SET FLUSH IN A DRILL HOLE IN A ROUGH OUTCROP
 SA2485'PROJECTING 5 CM ABOVE GROUND.  IT IS 63 M (206.7 FT) SOUTH OF A
 SA2485'MEMORIAL PLAQUE, 18.9 M (62.0 FT) SOUTH OF THE CURB CORNER OF THE
 SA2485'PARKING AREA, 10.3 M (33.8 FT) SOUTHWEST OF THE SOUTH END OF THE
 SA2485'CURB, 10.2 M (33.5 FT) WEST OF THE WEST EDGE OF THE TURN-AROUND
 SA2485'PAVEMENT, 8.3 M (27.2 FT) SOUTH-SOUTHWEST OF THE EDGE OF A MACADAM
 SA2485'SIDEWALK, AND ON LINE WITH THE NORTH-SOUTH CURB.
 SA2485
 SA2485                          STATION RECOVERY (1993)
 SA2485
 SA2485'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1993 (BAC)
 SA2485'ATION IS
 SA2485
 SA2485                          STATION RECOVERY (2001)
 SA2485
 SA2485'RECOVERY NOTE BY ORION GPS 2001 (JDP)
 SA2485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1685 ***********************************************************************
 SA1685  DESIGNATION -  ECHO RM 1
 SA1685  PID         -  SA1685
 SA1685  STATE/COUNTY-  WA/GRANT
 SA1685  USGS QUAD   -  VANTAGE (1978)
 SA1685
 SA1685                         *CURRENT SURVEY CONTROL
 SA1685  ___________________________________________________________________
 SA1685* NAD 83(1986)-  46 58 22.     (N)    119 58 13.     (W)     SCALED    
 SA1685* NAVD 88     -       351.317  (meters)    1152.61   (feet)  ADJUSTED  
 SA1685  ___________________________________________________________________
 SA1685  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 SA1685  DYNAMIC HT  -         351.344 (meters)    1152.70  (feet)  COMP
 SA1685  MODELED GRAV-     980,680.0   (mgal)                       NAVD 88
 SA1685
 SA1685  VERT ORDER  -  SECOND    CLASS 0
 SA1685
 SA1685.The horizontal coordinates were scaled from a topographic map and have
 SA1685.an estimated accuracy of +/- 6 seconds.
 SA1685
 SA1685.The orthometric height was determined by differential leveling
 SA1685.and adjusted by the National Geodetic Survey in June 1991..
 SA1685
 SA1685.The geoid height was determined by GEOID03.
 SA1685
 SA1685.The dynamic height is computed by dividing the NAVD 88
 SA1685.geopotential number by the normal gravity value computed on the
 SA1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1685.degrees latitude (g = 980.6199 gals.).
 SA1685
 SA1685.The modeled gravity was interpolated from observed gravity values.
 SA1685
 SA1685;                    North         East    Units  Estimated Accuracy
 SA1685;SPC WA S     -   182,360.      540,310.      MT  (+/- 180 meters Scaled)
 SA1685
 SA1685                          SUPERSEDED SURVEY CONTROL
 SA1685
 SA1685  NGVD 29 (??/??/92)  350.222  (m)         1149.02   (f) ADJ UNCH    2 0
 SA1685
 SA1685.Superseded values are not recommended for survey control.
 SA1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1685.See file dsdata.txt to determine how the superseded data were derived.
 SA1685
 SA1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN740064(NAD 83)
 SA1685_MARKER: DR = REFERENCE MARK DISK
 SA1685_SETTING: 66 = SET IN ROCK OUTCROP
 SA1685_SP_SET: IN A DRILL HOLE IN BEDROCK
 SA1685_STAMPING: ECHO NO 1 1957
 SA1685_MARK LOGO: CGS   
 SA1685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1685+STABILITY: POSITION/ELEVATION WELL
 SA1685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1685+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1989
 SA1685
 SA1685  HISTORY     - Date     Condition        Report By
 SA1685  HISTORY     - 1957     MONUMENTED       CGS
 SA1685  HISTORY     - 1968     GOOD             NGS
 SA1685  HISTORY     - 19890717 GOOD             NGS
 SA1685
 SA1685                          STATION DESCRIPTION
 SA1685
 SA1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SA1685'1 MI N FROM VANTAGE.
 SA1685'TO REACH FROM BURKE JUNCTION GO SOUTHWEST ON U.S. HIGHWAY 10 FOR 4.3
 SA1685'MILES TO A SIDE ROAD LEFT JUST BEFORE REACHING THE HILLTOP CAFE. THIS
 SA1685'SIDE ROAD IS 8.05 MILES NORTH AND NORTHEAST ALONG HIGHWAY 10 FROM THE
 SA1685'POST OFFICE IN VANTAGE.  TURN LEFT AND GO SOUTH ON THE GRADED DIRT
 SA1685'ROAD FOR 1.0 MILE TO AN OLD PAVED CROSSROAD.  TURN RIGHT ON THE OLD
 SA1685'PAVED CROSSROAD AND GO WEST AND SOUTH FOR 2.25 MILES TO A TRACK ROAD
 SA1685'ON THE LEFT.  TURN LEFT, THROUGH A WIRE GATE, AND GO SOUTH ON THE
 SA1685'TRACK ROAD FOR 1.2 MILES TO AN OLD WIRE FENCE ACROSS THE ROAD.
 SA1685'CONTINUE SOUTH ON THE TRACK ROAD FOR 0.75 MILE.  HERE TURN RIGHT AND
 SA1685'GO WEST THROUGH THE SAGEBRUSH FOR 0.2 MILE TO THE MARK.  IT IS 48.3
 SA1685'FEET SOUTHWEST OF TRIANGULATION STATION ECHO 1957, 45 FEET SOUTHWEST
 SA1685'OF A WHITE WITNESS POST AND CEMENTED IN A DRILL HOLE IN OUTCROPPING
 SA1685'BEDROCK THAT PROJECTS 3 INCHES ABOVE THE GROUND.  A 4-WHEEL DRIVE
 SA1685'VEHICLE IS NEEDED TO DRIVE TO THE MARK.
 SA1685
 SA1685                          STATION RECOVERY (1968)
 SA1685
 SA1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SA1685'RECOVERED IN GOOD CONDITION.
 SA1685
 SA1685                          STATION RECOVERY (1989)
 SA1685
 SA1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SA1685'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) SOUTHWEST OF GEORGE, 3.2
 SA1685'KM (2.0 MI) NORTH OF THE VANTAGE BRIDGE OVER THE COLUMBIA RIVER AND
 SA1685'AT THE SECNIC VIEW REST AREA ON THE WEST SIDE OF INTERSTATE HIGHWAY
 SA1685'90.
 SA1685'TO REACH FROM THE JUNCTION OF STATE ROUTE 281 AND INTERSTATE HIGHWAY
 SA1685'90 AT GEORGE, GO WESTERLY ON INTERSTATE HIGHWAY 90 FOR 16.09 KM
 SA1685'(10.00 MI) TO  A SECNIC VIEW AREA ON THE RIGHT AND THE STATION ON THE
 SA1685'RIGHT AT THE SOUTH END OF THE PARKING AREA.
 SA1685'THE MARK IS SET IN A DRILL HOLE IN BEDROCK.  IT IS 28.7 M (94.2 FT)
 SA1685'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5083 ***********************************************************************
 SY5083  DESIGNATION -  ED 1916
 SY5083  PID         -  SY5083
 SY5083  STATE/COUNTY-  WA/KITSAP
 SY5083  USGS QUAD   -  SUQUAMISH (1981)
 SY5083
 SY5083                         *CURRENT SURVEY CONTROL
 SY5083  ___________________________________________________________________
 SY5083* NAD 83(1991)-  47 43 08.64519(N)    122 32 42.27621(W)     ADJUSTED  
 SY5083* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY5083  ___________________________________________________________________
 SY5083  LAPLACE CORR-         -11.80  (seconds)                    DEFLEC99
 SY5083  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 SY5083
 SY5083  HORZ ORDER  -  SECOND
 SY5083
 SY5083.The horizontal coordinates were established by classical geodetic methods
 SY5083.and adjusted by the National Geodetic Survey in December 1991..
 SY5083
 SY5083.The orthometric height was scaled from a topographic map.
 SY5083
 SY5083.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5083
 SY5083.The geoid height was determined by GEOID03.
 SY5083
 SY5083;                    North         East     Units Scale Factor Converg.
 SY5083;SPC WA N     -    81,375.534   371,583.489   MT  0.99996635   -1 16 27.9
 SY5083;SPC WA N     -   266,979.56  1,219,103.50   sFT  0.99996635   -1 16 27.9
 SY5083;UTM  10      - 5,285,176.794   534,119.025   MT  0.99961430   +0 20 11.7
 SY5083
 SY5083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5083!SPC WA N     -   1.00000252  x   0.99996635  =   0.99996887
 SY5083!UTM  10      -   1.00000252  x   0.99961430  =   0.99961682
 SY5083
 SY5083:                Primary Azimuth Mark                     Grid Az
 SY5083:SPC WA N     -  CUT                                      048 05 39.8
 SY5083:UTM  10      -  CUT                                      046 29 00.2
 SY5083
 SY5083|---------------------------------------------------------------------|
 SY5083| PID    Reference Object                     Distance      Geod. Az  |
 SY5083|                                                           dddmmss.s |
 SY5083| SY5130 CUT                                 APPROX. 4.0 KM 0464911.9 |
 SY5083| SY5177 POINT MONROE LIGHT                  APPROX. 2.6 KM 1164727.2 |
 SY5083| SY5140 MAD                                 APPROX. 2.0 KM 1283536.9 |
 SY5083| SY5096 TIDE                                 67.059 METERS 13654     |
 SY5083| SY5081 ED 2 1931                             3.469 METERS 23214     |
 SY5083| SY5183 GAB                                 APPROX. 1.2 KM 3453140.8 |
 SY5083|---------------------------------------------------------------------|
 SY5083
 SY5083                          SUPERSEDED SURVEY CONTROL
 SY5083
 SY5083  NAD 83(1986)-  47 43 08.64054(N)    122 32 42.28097(W) AD(       ) 2
 SY5083  NAD 27      -  47 43 09.29400(N)    122 32 37.79800(W) AD(       ) 2
 SY5083
 SY5083.Superseded values are not recommended for survey control.
 SY5083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5083.See file dsdata.txt to determine how the superseded data were derived.
 SY5083
 SY5083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3411985177(NAD 83)
 SY5083_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5083_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 SY5083_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SY5083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5083
 SY5083  HISTORY     - Date     Condition        Report By
 SY5083  HISTORY     - 1916     MONUMENTED       CGS
 SY5083  HISTORY     - 1931     SEE DESCRIPTION  CGS
 SY5083  HISTORY     - 19990301 MARK NOT FOUND   USPSQD
 SY5083
 SY5083                          STATION DESCRIPTION
 SY5083
 SY5083'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY5083'STATION IS ON THE ROUNDED POINT ABOUT 600 METERS E-SE TRUE FROM
 SY5083'AGATE POINT AND IS NEAR THE LOCATION OF TIDE 1856.  STATION IS
 SY5083'OFFSHORE FROM THE BOULDER IN WHICH REFERENCE MARK NO.1 IS SET,
 SY5083'AND IS ABOUT 7 FEET OFFSHORE FROM THE HIGH-WATER LINE.  THE TWO
 SY5083'TALLEST OF A GROUP OF TALL TREES ON THE SKYLINE JUST N OF
 SY5083'SEATTLE SHOW 1 DEG OPEN FROM THE TREE LINE AT POINT MONROE.
 SY5083'FROM THE DOCK AT PORT MADISON THE STATION APPEARS ON THE
 SY5083'TANGENT.
 SY5083'
 SY5083'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5083'CONCRETE IN THE TOP OF A TILE AS DESCRIBED IN NOTES 6A AND 13A.
 SY5083'
 SY5083'REFERENCE MARK BOULDER, IS GRAY GRANITE AND IS ABOUT 3 BY 3
 SY5083'BY 2-1/2 FEET.
 SY5083
 SY5083                          STATION RECOVERY (1931)
 SY5083
 SY5083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (KTA)
 SY5083'THE DRILL HOLE IN WHICH REFERENCE MARK HAS BEEN SET WAS RECOVERED
 SY5083'AND FROM THIS THE TILE ORIGINALLY HOLDING THE STATION WAS
 SY5083'FOUND BY DIGGING.  THE TOP OF THE TILE AND THE MARKER HAD BEEN
 SY5083'DESTROYED, PROBABLY BY ROLLING ROCKS OR LOGS AT HIGH TIDE.  THE
 SY5083'REMAINDER OF THE TILE, THOUGH STILL IN PLACE, WAS BADLY BROKEN
 SY5083'AND THE CONCRETE INSIDE WAS SOFT.  A NEW MARK COULD NOT BE PUT
 SY5083'IN WITHOUT DESTROYING WHAT WAS LEFT.  THE REFERENCE MARK HAD
 SY5083'BEEN PRIED OUT OF THE ROCK.
 SY5083
 SY5083                          STATION RECOVERY (1999)
 SY5083
 SY5083'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY5083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5081 ***********************************************************************
 SY5081  DESIGNATION -  ED 2 1931
 SY5081  PID         -  SY5081
 SY5081  STATE/COUNTY-  WA/KITSAP
 SY5081  USGS QUAD   -  SUQUAMISH (1981)
 SY5081
 SY5081                         *CURRENT SURVEY CONTROL
 SY5081  ___________________________________________________________________
 SY5081* NAD 83(1991)-  47 43 08.57640(N)    122 32 42.40778(W)     ADJUSTED  
 SY5081* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY5081  ___________________________________________________________________
 SY5081  LAPLACE CORR-         -11.80  (seconds)                    DEFLEC99
 SY5081  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 SY5081
 SY5081  HORZ ORDER  -  SECOND
 SY5081
 SY5081.The horizontal coordinates were established by classical geodetic methods
 SY5081.and adjusted by the National Geodetic Survey in December 1991..
 SY5081
 SY5081.The orthometric height was scaled from a topographic map.
 SY5081
 SY5081.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5081
 SY5081.The geoid height was determined by GEOID03.
 SY5081
 SY5081;                    North         East     Units Scale Factor Converg.
 SY5081;SPC WA N     -    81,373.471   371,580.700   MT  0.99996635   -1 16 28.0
 SY5081;SPC WA N     -   266,972.80  1,219,094.35   sFT  0.99996635   -1 16 28.0
 SY5081;UTM  10      - 5,285,174.654   534,116.296   MT  0.99961430   +0 20 11.6
 SY5081
 SY5081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5081!SPC WA N     -   1.00000252  x   0.99996635  =   0.99996887
 SY5081!UTM  10      -   1.00000252  x   0.99961430  =   0.99961682
 SY5081
 SY5081:                Primary Azimuth Mark                     Grid Az
 SY5081:SPC WA N     -  JEFFERSON SHORES DOLPHIN                 061 41 37.5
 SY5081:UTM  10      -  JEFFERSON SHORES DOLPHIN                 060 04 57.9
 SY5081
 SY5081|---------------------------------------------------------------------|
 SY5081| PID    Reference Object                     Distance      Geod. Az  |
 SY5081|                                                           dddmmss.s |
 SY5081| SY4842 JEFFERSON SHORES DOLPHIN            APPROX. 5.8 KM 0602509.5 |
 SY5081| SY4877 SEATTLE RADIO STATION KGDN MAS      APPROX.15.4 KM 0691431.8 |
 SY5081| SY5082 POINT MONROE LIGHT                  APPROX. 2.8 KM 1144804.1 |
 SY5081| SY5096 TIDE                                 67.470 METERS 13358     |
 SY5081|---------------------------------------------------------------------|
 SY5081
 SY5081                          SUPERSEDED SURVEY CONTROL
 SY5081
 SY5081  NAD 83(1986)-  47 43 08.57175(N)    122 32 42.41253(W) AD(       ) 2
 SY5081  NAD 27      -  47 43 09.22500(N)    122 32 37.93000(W) AD(       ) 2
 SY5081
 SY5081.Superseded values are not recommended for survey control.
 SY5081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5081.See file dsdata.txt to determine how the superseded data were derived.
 SY5081
 SY5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3411685175(NAD 83)
 SY5081_MARKER: DD = SURVEY DISK
 SY5081_SETTING: 80 = SET IN A BOULDER
 SY5081_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SY5081_MARK LOGO: CGS   
 SY5081_PROJECTION: FLUSH
 SY5081_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5081+STABILITY: SURFACE MOTION
 SY5081
 SY5081  HISTORY     - Date     Condition        Report By
 SY5081  HISTORY     - 1931     MONUMENTED       CGS
 SY5081  HISTORY     - 1934     GOOD             CGS
 SY5081  HISTORY     - 1965     GOOD             CGS
 SY5081  HISTORY     - 1975     GOOD             NGS
 SY5081  HISTORY     - 19800310 GOOD             NOS
 SY5081
 SY5081                          STATION DESCRIPTION
 SY5081
 SY5081'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (KTA)
 SY5081'STATION IS A STANDARD DISK STAMPED ED 2 1931 AND WAS CEMENTED IN THE
 SY5081'DRILL HOLE WHICH HAD CONTAINED THE REFERENCE MARK FOR ED,
 SY5081'ESTABLISHED IN 1916 BY JOHN A. DANIELS.
 SY5081'
 SY5081'THE LOCATION OF THE STATION IS ADEQUATELY GIVEN IN THE ORIGINAL
 SY5081'DESCRIPTION OF ED.  NO REFERENCE MARK WAS ESTABLISHED.
 SY5081
 SY5081                          STATION RECOVERY (1934)
 SY5081
 SY5081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5081'STATION RECOVERED.  THE STATION IS ON THE ROUNDED POINT ABOUT 600
 SY5081'METERS ESE (TRUE) FROM AGATE POINT AND IS NEAR THE LOCATION OF
 SY5081'TIDE 1856.  A STANDARD DISK CEMENTED IN A DRILL HOLE IN A GREY
 SY5081'GRANITE BOULDER ABOUT 3 BY 3 BY 2-1/2 FEET AND ABOUT ON THE
 SY5081'HIGH-WATER LINE.  THIS DRILL HOLE HAD CONTAINED THE REFERENCE
 SY5081'MARK FOR STATION ED 1916.
 SY5081'
 SY5081'A BROKEN TILE ORIGINALLY MARKING ED 1916 WAS FOUND BY DIGGING ABOUT
 SY5081'3.5 METERS OFFSHORE FROM THE STATION.
 SY5081'
 SY5081'A REFERENCE MARK STAMPED ED 2 1931-1934 WAS CEMENTED IN A DRILL
 SY5081'HOLE IN A BOULDER ABOUT 5 BY 6 BY 4 FEET, DISTANT 67.06 METERS
 SY5081'SOUTHEASTWARD.  THIS DRILL HOLE IS THE RECOVERED POSITION OF
 SY5081'STATION TIDE 1856.
 SY5081
 SY5081                          STATION RECOVERY (1965)
 SY5081
 SY5081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5081'THE STATION MARK AND THE REFERENCE MARK DISK SET IN THE 5 X 6 X 4
 SY5081'FOOT BOULDER WERE RECOVERED AS DESCRIBED.  THE STATION MARK IS ABOUT
 SY5081'20 FEET NORTHEAST OF THE BLUFF.
 SY5081'
 SY5081'TO REACH FROM THE CENTER OF THE BRIDGE OVER AGATE PASSAGE, ON STATE
 SY5081'HIGHWAY 305, BETWEEN WINSLOW AND POULSBO, GO SOUTHERLY TOWARD
 SY5081'WINSLOW FOR 0.8 MILE TO A BLACKTOP ROAD LEFT, TURN LEFT AS PER SIGN
 SY5081'AGATE POINT AND GO 0.35 MILE, TURN RIGHT AND FOLLOW BLACKTOP ROAD
 SY5081'EAST FOR 0.5 MILE, TURN LEFT AND FOLLOW BLACKTOP ROAD NORTH 0.6
 SY5081'MILE TO A CROSSROAD WHERE THE BLACKTOP ROAD TURNS LEFT, TURN
 SY5081'RIGHT AND GO EAST 0.1 MILE, TURN LEFT AND GO 0.1 MILE TO MR.
 SY5081'BALTZELLES DRIVEWAY.  TURN RIGHT AND GO ABOUT 75 YARDS TO THE
 SY5081'HOUSE WITH THE GARAGE BUILT UNDER THE NORTHWEST PART OF THE
 SY5081'HOUSE, GO AROUND THE NORTH SIDE OF THE HOUSE, FOLLOW TRAIL AND
 SY5081'STEPS TO A 4-FOOT HIGH PLATFORM ON THE BEACH.  WALK NORTHERLY
 SY5081'ALONG THE BEACH ABOUT 15 YARDS TO THE STATION MARK.
 SY5081
 SY5081                          STATION RECOVERY (1975)
 SY5081
 SY5081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 SY5081'THE STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED.  THE
 SY5081'STATION DISK IS SOMEWHAT BATTERED AND ONLY THE STAMPING ED 2 IS
 SY5081'VISIBLE.
 SY5081'
 SY5081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY5081'1 MILE SSE OF SUQUAMISH.
 SY5081
 SY5081                          STATION RECOVERY (1980)
 SY5081
 SY5081'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (NCA)
 SY5081'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1304 ***********************************************************************
 SW1304  DESIGNATION -  EDGAR
 SW1304  PID         -  SW1304
 SW1304  STATE/COUNTY-  WA/ADAMS
 SW1304  USGS QUAD   -  BATUM (1967)
 SW1304
 SW1304                         *CURRENT SURVEY CONTROL
 SW1304  ___________________________________________________________________
 SW1304* NAD 83(1991)-  47 07 47.53108(N)    118 52 00.63645(W)     ADJUSTED  
 SW1304* NAVD 88     -       472.1    (meters)    1549.     (feet)  VERTCON   
 SW1304  ___________________________________________________________________
 SW1304  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 SW1304  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 SW1304
 SW1304  HORZ ORDER  -  SECOND
 SW1304
 SW1304.The horizontal coordinates were established by classical geodetic methods
 SW1304.and adjusted by the National Geodetic Survey in December 1991..
 SW1304
 SW1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1304
 SW1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1304
 SW1304.The geoid height was determined by GEOID03.
 SW1304
 SW1304;                    North         East     Units Scale Factor Converg.
 SW1304;SPC WA S     -   200,973.030   623,896.221   MT  0.99995981   +1 11 10.7
 SW1304;SPC WA S     -   659,359.02  2,046,899.52   sFT  0.99995981   +1 11 10.7
 SW1304;UTM  11      - 5,221,286.982   358,418.251   MT  0.99984636   -1 22 06.4
 SW1304
 SW1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1304!SPC WA S     -   0.99992920  x   0.99995981  =   0.99988901
 SW1304!UTM  11      -   0.99992920  x   0.99984636  =   0.99977557
 SW1304
 SW1304|---------------------------------------------------------------------|
 SW1304| PID    Reference Object                     Distance      Geod. Az  |
 SW1304|                                                           dddmmss.s |
 SW1304| CF1392 EDGAR RM 1                           12.442 METERS 06815     |
 SW1304| SW1312 ELDRED                              APPROX. 2.6 KM 2292229.4 |
 SW1304| CF1393 EDGAR RM 2                           12.558 METERS 29154     |
 SW1304|---------------------------------------------------------------------|
 SW1304
 SW1304                          SUPERSEDED SURVEY CONTROL
 SW1304
 SW1304  NAD 83(1986)-  47 07 47.54122(N)    118 52 00.62688(W) AD(       ) 2
 SW1304  NAD 27      -  47 07 48.00800(N)    118 51 56.63700(W) AD(       ) 2
 SW1304  NGVD 29 (07/19/86)  471.0    (m)         1545.     (f) VERT ANG       
 SW1304
 SW1304.Superseded values are not recommended for survey control.
 SW1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1304.See file dsdata.txt to determine how the superseded data were derived.
 SW1304
 SW1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN5841821287(NAD 83)
 SW1304_MARKER: DS = TRIANGULATION STATION DISK
 SW1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1304
 SW1304  HISTORY     - Date     Condition        Report By
 SW1304  HISTORY     - 1957     MONUMENTED       CGS
 SW1304  HISTORY     - 1967     GOOD             CGS
 SW1304
 SW1304                          STATION DESCRIPTION
 SW1304
 SW1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW1304'THE STATION IS ON THE SOUTH SIDE OF A PAVED COUNTRY ROAD, IN THE
 SW1304'EDGE OF A GRAIN FIELD, AND ABOUT 0.1 MILE WEST OF A GROUP OF FARM
 SW1304'BUILDINGS.  IT IS ABOUT 21 MILES EAST OF MOSES LAKE, 23 MILES
 SW1304'WEST OF RITZVILLE, AND IS ABOUT 3 MILES NORTH OF U.S. HIGHWAY 10.
 SW1304'
 SW1304'TO REACH THE STATION FROM THE ADAMS-GRANT COUNTY LINE, WHICH IS
 SW1304'ABOUT 15 MILES EAST OF MOSES LAKE, GO EASTERLY ON U.S. HIGHWAY
 SW1304'10 FOR 5.0 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTHERLY FOR
 SW1304'3.2 MILES TO A T INTERSECTION, TURN RIGHT AND FOLLOW THE PAVED
 SW1304'ROAD EASTERLY 0.4 MILES TO THE STATION ON THE RIGHT.
 SW1304'
 SW1304'THE STATION MARK IS A STANDARD DISK, STAMPED EDGAR 1957, SET IN
 SW1304'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 SW1304'INCHES.  IT IS 31 FEET SOUTH OF THE CENTER OF THE ROAD, 4.5 FEET
 SW1304'WEST OF THE BASE OF POWER POLE NUMBER 4, AND 3.5 FEET EAST OF A
 SW1304'WHITE WITNESS POST.
 SW1304'
 SW1304'RM 1 IS A STANDARD DISK, STAMPED EDGAR NO 1 1957, SET IN THE TOP
 SW1304'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 SW1304'IS 15 FEET SOUTH OF THE CENTER OF THE ROAD, AT ABOUT THE SAME
 SW1304'ELEVATION AS THE STATION MARK.
 SW1304'
 SW1304'RM 2 IS A STANDARD DISK THAT IS STAMPED EDGAR NO 2 1957, SET IN
 SW1304'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 SW1304'INCHES.  IT IS 17 FEET SOUTH OF THE CENTER OF THE ROAD, AND ABOUT
 SW1304'THE SAME ELEVATION AS THE STATION MARK.
 SW1304
 SW1304                          STATION RECOVERY (1967)
 SW1304
 SW1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW1304'THE STATION IS ABOUT 23 MILES WEST OF RITZVILLE, 21 MILES EAST
 SW1304'OF MOSES LAKE, 3 MILES NORTH OF U.S. HIGHWAY 10, 0.1 MILE WEST
 SW1304'OF A FARM YARD AND ON A SLIGHT RISE ON THE SOUTH SIDE OF A
 SW1304'BLACKTOP ROAD, ON THE NORTH SIDE OF SECTION 24, T 19 N, R 31 E.
 SW1304'
 SW1304'THE STATION MARK, STAMPED EDGAR 1957, IS A STANDARD DISK SET IN
 SW1304'A SQUARE CONCRETE POST 4 INCHES BELOW GROUND.  IT IS 48 YARDS
 SW1304'WEST OF A FENCE GOING SOUTH FROM THE RIGHT-OF-WAY FENCE, 1 FOOT
 SW1304'NORTH OF THE FENCE LINE AND IN LINE WITH THE POWER POLES, IT IS
 SW1304'31 FEET SOUTH OF THE CENTER OF THE ROAD, 4.5 FEET WEST OF POWER
 SW1304'POLE NUMBER 4 AND ABOUT 2 FEET ABOVE THE ROAD.
 SW1304'
 SW1304'REFERENCE MARK NO. 1, STAMPED EDGAR NO 1 1957, IS A STANDARD DISK
 SW1304'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 15
 SW1304'FEET SOUTH OF THE CENTER OF THE ROAD AND ABOUT 6 INCHES HIGHER
 SW1304'THAN THE ROAD.
 SW1304'
 SW1304'REFERENCE MARK NO. 2, STAMPED EDGAR NO 2 1957, IS A STANDARD
 SW1304'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 SW1304'IS 17 FEET SOUTH OF THE CENTER OF THE ROAD AND ABOUT 1 FOOT HIGHER
 SW1304'THAN THE ROAD.
 SW1304'
 SW1304'TO REACH FROM THE POINT ABOUT 15 MILES EAST OF MOSES LAKE WHERE
 SW1304'THE GRANT ADAMS COUNTY LINE CROSSES HIGHWAY 10 GO EAST ON
 SW1304'U.S. HIGHWAY 10 FOR 5.0 MILES TO A CROSSROAD, TURN LEFT AND GO
 SW1304'NORTH FOR 3.2 MILES TO A T-INTERSECTION, TURN RIGHT AND FOLLOW THE
 SW1304'PAVED ROAD EASTERLY 0.4 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1690 ***********************************************************************
 SA1690  DESIGNATION -  EDGE
 SA1690  PID         -  SA1690
 SA1690  STATE/COUNTY-  WA/GRANT
 SA1690  USGS QUAD   -  VANTAGE (1978)
 SA1690
 SA1690                         *CURRENT SURVEY CONTROL
 SA1690  ___________________________________________________________________
 SA1690* NAD 83(1991)-  46 56 57.65258(N)    119 57 58.04632(W)     ADJUSTED  
 SA1690* NAVD 88     -       217.494  (meters)     713.56   (feet)  ADJUSTED  
 SA1690  ___________________________________________________________________
 SA1690  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 SA1690  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 SA1690  DYNAMIC HT  -         217.510 (meters)     713.61  (feet)  COMP
 SA1690  MODELED GRAV-     980,682.2   (mgal)                       NAVD 88
 SA1690
 SA1690  HORZ ORDER  -  SECOND
 SA1690  VERT ORDER  -  SECOND    CLASS 0
 SA1690
 SA1690.The horizontal coordinates were established by classical geodetic methods
 SA1690.and adjusted by the National Geodetic Survey in December 1991..
 SA1690
 SA1690.The orthometric height was determined by differential leveling
 SA1690.and adjusted by the National Geodetic Survey in June 1991..
 SA1690
 SA1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1690
 SA1690.The geoid height was determined by GEOID03.
 SA1690
 SA1690.The dynamic height is computed by dividing the NAVD 88
 SA1690.geopotential number by the normal gravity value computed on the
 SA1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1690.degrees latitude (g = 980.6199 gals.).
 SA1690
 SA1690.The modeled gravity was interpolated from observed gravity values.
 SA1690
 SA1690;                    North         East     Units Scale Factor Converg.
 SA1690;SPC WA S     -   179,760.049   540,639.871   MT  0.99993479   +0 23 16.1
 SA1690;SPC WA S     -   589,762.76  1,773,749.31   sFT  0.99993479   +0 23 16.1
 SA1690;UTM  11      - 5,203,806.461   274,292.443   MT  1.00022618   -2 10 06.3
 SA1690;UTM  10      - 5,204,003.893   730,862.836   MT  1.00025511   +2 13 04.7
 SA1690
 SA1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1690!SPC WA S     -   0.99996917  x   0.99993479  =   0.99990396
 SA1690!UTM  11      -   0.99996917  x   1.00022618  =   1.00019535
 SA1690!UTM  10      -   0.99996917  x   1.00025511  =   1.00022427
 SA1690
 SA1690|---------------------------------------------------------------------|
 SA1690| PID    Reference Object                     Distance      Geod. Az  |
 SA1690|                                                           dddmmss.s |
 SA1690| SA1691 EDGE RM 1                             8.373 METERS 07138     |
 SA1690| SA1689 EDGE RM 2                            11.409 METERS 14311     |
 SA1690| SA2440 OIL                                 APPROX. 2.9 KM 2284230.4 |
 SA1690|---------------------------------------------------------------------|
 SA1690
 SA1690                          SUPERSEDED SURVEY CONTROL
 SA1690
 SA1690  NAD 83(1986)-  46 56 57.66099(N)    119 57 58.03343(W) AD(       ) 2
 SA1690  NAD 27      -  46 56 58.18540(N)    119 57 53.84960(W) AD(       ) 2
 SA1690  NGVD 29 (??/??/92)  216.403  (m)          709.98   (f) ADJ UNCH    2 0
 SA1690
 SA1690.Superseded values are not recommended for survey control.
 SA1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1690.See file dsdata.txt to determine how the superseded data were derived.
 SA1690
 SA1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN7429203806(NAD 83)
 SA1690_MARKER: DS = TRIANGULATION STATION DISK
 SA1690_SETTING: 66 = SET IN ROCK OUTCROP
 SA1690_SP_SET: BEDROCK
 SA1690_STAMPING: EDGE 1957
 SA1690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1690+STABILITY: POSITION/ELEVATION WELL
 SA1690
 SA1690  HISTORY     - Date     Condition        Report By
 SA1690  HISTORY     - 1957     MONUMENTED       CGS
 SA1690  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 SA1690  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SA1690  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SA1690  HISTORY     - 1968     GOOD             NGS
 SA1690
 SA1690                          STATION DESCRIPTION
 SA1690
 SA1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SA1690'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF VANTAGE, 9 MILES
 SA1690'SOUTHWEST OF BURKE JUNCTION, 1/4 MILE EAST OF THE COLUMBIA RIVER
 SA1690'AND ON TOP OF A LEDGE OF OUTCROPPING BEDROCK OVERLOOKING THE RIVER.
 SA1690'
 SA1690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 SA1690'HIGHWAY 7 C, AT THE EAST END OF THE BRIDGE AT VANTAGE, GO
 SA1690'SOUTHEAST ON HIGHWAY 7 C FOR 1.0 MILE TO THE SOUTH END OF A ROAD
 SA1690'CUT AND THE STATION ON THE RIGHT.
 SA1690'
 SA1690'THE STATION IS A STANDARD DISK, STAMPED EDGE 1957, CEMENTED IN A
 SA1690'DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.
 SA1690'IT IS 7 FEET EAST OF THE EDGE OF THE CLIFF DROPPING OFF TO THE
 SA1690'RIVER, 8 FEET SOUTH OF A WHITE WITNESS POST AND 125 FEET WEST OF THE
 SA1690'CENTERLINE OF HIGHWAY 7 C.
 SA1690'
 SA1690'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EDGE NO 1 1957,
 SA1690'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 8
 SA1690'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 98 FEET WEST OF THE
 SA1690'CENTERLINE OF HIGHWAY 7 C.
 SA1690'
 SA1690'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EDGE NO 2 1957,
 SA1690'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 12
 SA1690'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 32 FEET EAST OF THE
 SA1690'EDGE OF THE CLIFF.
 SA1690
 SA1690                          STATION RECOVERY (1961)
 SA1690
 SA1690'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 SA1690'STATION WAS RECOVERED IN GOOD CONDITION.
 SA1690
 SA1690                          STATION RECOVERY (1963)
 SA1690
 SA1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SA1690'THE STATION WAS RECOVERED, BUT THE BRIDGE USED IN 1957 HAS BEEN
 SA1690'TORN DOWN AND A NEW VANTAGE BRIDGE BUILT.  THE STATION IS ABOUT
 SA1690'1/2 MILE NORTH OF THE NEW VANTAGE BRIDGE.  STATE HIGHWAY 7C HAS
 SA1690'BEEN ABANDONED BUT THE BLACKTOP ROADWAY IS STILL INTACT.
 SA1690
 SA1690                          STATION RECOVERY (1967)
 SA1690
 SA1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA1690'THE STATION IS 1/2 MILE NORTH OF THE EAST END OF THE VANTAGE
 SA1690'BRIDGE, 1/4 MILE WEST OF INTERSTATE HIGHWAY 90 ON THE EAST SIDE OF
 SA1690'THE COLUMBIA RIVER AND AT THE SOUTH END OF A ROAD CUT ON A BLACKTOP
 SA1690'ROAD WHICH IS NO LONGER IN USE.
 SA1690'
 SA1690'THE STATION MARK, STAMPED EDGE 1957, IS A STANDARD DISK SET IN
 SA1690'BEDROCK WHICH PROJECTS ABOUT 6 INCHES.  IT IS 35 FEET SOUTH OF A
 SA1690'FOUR-FOOT DROP OFF 28 YARDS WEST OF THE TOP EDGE OF THE DITCH ALONG
 SA1690'THE OLD ROAD, 8 FEET SOUTH OF A WHITE WITNESS POST AND 7 FEET EAST OF
 SA1690'THE CLIFF WHICH DROPS OFF TO THE RIVER.
 SA1690'
 SA1690'REFERENCE MARK NO. 1, STAMPED EDGE NO 1 1957, IS A STANDARD DISK
 SA1690'SET IN BEDROCK WHICH PROJECTS 1 FOOT.  IT IS 98 FEET WEST OF CENTER
 SA1690'LINE OF THE OLD ROAD AND 34 FEET EAST OF THE TOP EDGE OF THE CLIFF.
 SA1690'
 SA1690'REFERENCE MARK NO. 2, STAMPED EDGE NO 2 1957, IS A STANDARD DISK
 SA1690'SET IN BEDROCK WHICH PROJECTS 1 FOOT.  IT IS 25 YARDS WEST OF THE
 SA1690'WEST EDGE OF THE ROAD CUT AND 24 FEET EAST OF THE EDGE OF THE CLIFF.
 SA1690'
 SA1690'TO REACH THE STATION FROM THE INTERCHANGE AT GEORGE GO SOUTHWEST ON
 SA1690'INTERSTATE HIGHWAY 90 FOR 11.9 MILES TO THE EXIT TO TRI-CITIES AND
 SA1690'OTHELLO, TAKE THE EXIT ROAD 0.25 MILE TO A POINT WHERE AN OLD ROAD
 SA1690'HAD RUN NORTH, WALK NORTH ALONG THE OLD ROAD ABOUT 350 YARDS TO THE
 SA1690'STATION AT A POINT WHERE THE OLD ROAD GOES DOWNHILL INTO A ROCK
 SA1690'CUT.  THERE IS A POINT ON THE WEST SIDE OF THE ROAD WHERE THE CUT
 SA1690'BANK DROPS FROM 10 FEET HIGH TO 5 FEET HIGH, FROM THIS POINT THE
 SA1690'STATION IS 35 YARDS SOUTH AND 28 YARDS WEST.
 SA1690
 SA1690                          STATION RECOVERY (1968)
 SA1690
 SA1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SA1690'1 MI NE FROM VANTAGE.
 SA1690'THE MARK IS 1/2 MILE NORTH OF THE EAST END OF THE VANTAGE BRIDGE, 1/4
 SA1690'MILE WEST OF INTERSTATE HIGHWAY 90, ON THE EAST BANK OF THE COLUMBIA
 SA1690'RIVER, AT THE SOUTH END OF A ROAD CUT ON A BLACKTOP ROAD WHICH IS NO
 SA1690'LONGER USED.  MARK IS 35 FEET SOUTH OF A 4-FOOT DROP-OFF, 28 YARDS
 SA1690'WEST OF THE TOP EDGE OF THE DITCH ALONG THE OLD ROAD, 8 FEET SOUTH OF
 SA1690'A WHITE WITNESS POST AND 7 FEET EAST OF THE CLIFF WHICH DROPS OFF TO
 SA1690'THE RIVER, A TRIANGULATION STATION DISK SET IN BEDROCK WHICH PROJECTS
 SA1690'ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0203 ***********************************************************************
 TS0203  DESIGNATION -  EDGE
 TS0203  PID         -  TS0203
 TS0203  STATE/COUNTY-  WA/CLALLAM
 TS0203  USGS QUAD   -  SLIP POINT (1984)
 TS0203
 TS0203                         *CURRENT SURVEY CONTROL
 TS0203  ___________________________________________________________________
 TS0203* NAD 83(1991)-  48 15 47.44588(N)    124 14 59.14939(W)     ADJUSTED  
 TS0203* NAVD 88     -                                                        
 TS0203  ___________________________________________________________________
 TS0203  LAPLACE CORR-           7.70  (seconds)                    DEFLEC99
 TS0203  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 TS0203
 TS0203  HORZ ORDER  -  THIRD
 TS0203
 TS0203.The horizontal coordinates were established by classical geodetic methods
 TS0203.and adjusted by the National Geodetic Survey in December 1991..
 TS0203
 TS0203
 TS0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0203
 TS0203.The geoid height was determined by GEOID03.
 TS0203
 TS0203;                    North         East     Units Scale Factor Converg.
 TS0203;SPC WA N     -   146,073.121   246,444.230   MT  0.99994546   -2 32 37.0
 TS0203;SPC WA N     -   479,241.56    808,542.44   sFT  0.99994546   -2 32 37.0
 TS0203;UTM  10      - 5,346,307.091   407,249.222   MT  0.99970570   -0 55 57.6
 TS0203
 TS0203                          SUPERSEDED SURVEY CONTROL
 TS0203
 TS0203  NAD 83(1986)-  48 15 47.44675(N)    124 14 59.15157(W) AD(       ) 4
 TS0203  NAD 27      -  48 15 48.16800(N)    124 14 54.36600(W) AD(       ) 3
 TS0203
 TS0203.Superseded values are not recommended for survey control.
 TS0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0203.See file dsdata.txt to determine how the superseded data were derived.
 TS0203
 TS0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU0724946307(NAD 83)
 TS0203
 TS0203  HISTORY     - Date     Condition        Report By
 TS0203  HISTORY     - 1893     MONUMENTED       CGS
 TS0203  HISTORY     - 1908     SEE DESCRIPTION  CGS
 TS0203
 TS0203                          STATION DESCRIPTION
 TS0203
 TS0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (JJG)
 TS0203'STATION IS ON THE KNIFE-EDGE POINT AT E ENTRANCE TO CLALLAM
 TS0203'BAY.  THIS POINT IS BY ESTIMATE 400 FEET ABOVE THE WATER, AND IS
 TS0203'A VERY NARROW RIDGE, UNSAFE TO WALK ALONG BUT FOR THE TREES AND
 TS0203'BRUSH.  STATION IS A CONSPICUOUS LONE FIR TREE, WITH BUSHY TOP,
 TS0203'IT STANDS JUST ON TOP OF THE RIDGE, LIMBS BEGIN 20 FEET ABOVE
 TS0203'GROUND.  SOME DEAD TRUNKS WERE CUT TO CLEAR LINES.  A CEDAR
 TS0203'STUMP, DEAD, 16 INCHES IN DIAMETER, TO NORTHWARD IS DISTANT ABOUT
 TS0203'12 FEET.  IT IS THE BEST REFERENCE MARK.  TREE MARKED BY
 TS0203'BLAZE AND WIRE NAIL.  DIAMETER OF TREE AT BASE IS 12 INCHES.
 TS0203'IT CANNOT BE MISTAKEN FROM ANY POINT IN OR NEAR CLALLAM BAY.
 TS0203'SEVERAL DRY POLES STAND LEANING AGAINST AND SPIKED TO BASE OF
 TS0203'TREE, AND SHAKES SPLIT FROM LOG ARE NAILED TO THEM, AND ALL
 TS0203'WHITE-WASHED.  BLAZE IS ON S SIDE OF TREE.
 TS0203
 TS0203                          STATION RECOVERY (1908)
 TS0203
 TS0203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1908 (HWR)
 TS0203'FOUND TREE STANDING IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3599 ***********************************************************************
 SY3599  DESIGNATION -  EDGE 1919
 SY3599  PID         -  SY3599
 SY3599  STATE/COUNTY-  WA/KING
 SY3599  USGS QUAD   -  AUBURN (1994)
 SY3599
 SY3599                         *CURRENT SURVEY CONTROL
 SY3599  ___________________________________________________________________
 SY3599* NAD 83(1991)-  47 32 21.78384(N)    122 14 36.00099(W)     ADJUSTED  
 SY3599* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY3599  ___________________________________________________________________
 SY3599  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 SY3599  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 SY3599
 SY3599  HORZ ORDER  -  THIRD
 SY3599
 SY3599.The horizontal coordinates were established by classical geodetic methods
 SY3599.and adjusted by the National Geodetic Survey in December 1991..
 SY3599
 SY3599.The orthometric height was scaled from a topographic map.
 SY3599
 SY3599.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3599
 SY3599.The geoid height was determined by GEOID03.
 SY3599
 SY3599;                    North         East     Units Scale Factor Converg.
 SY3599;SPC WA N     -    60,942.376   393,851.717   MT  0.99999289   -1 02 59.2
 SY3599;SPC WA N     -   199,941.78  1,292,161.84   sFT  0.99999289   -1 02 59.2
 SY3599;UTM  10      - 5,265,384.185   556,944.366   MT  0.99963985   +0 33 29.7
 SY3599
 SY3599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3599!SPC WA N     -   1.00000255  x   0.99999289  =   0.99999544
 SY3599!UTM  10      -   1.00000255  x   0.99963985  =   0.99964240
 SY3599
 SY3599                          SUPERSEDED SURVEY CONTROL
 SY3599
 SY3599  NAD 83(1986)-  47 32 21.77705(N)    122 14 36.00814(W) AD(       ) 3
 SY3599  NAD 27      -  47 32 22.41900(N)    122 14 31.56900(W) AD(       ) 3
 SY3599
 SY3599.Superseded values are not recommended for survey control.
 SY3599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3599.See file dsdata.txt to determine how the superseded data were derived.
 SY3599
 SY3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5694465384(NAD 83)
 SY3599_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY3599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3599+STABILITY: SURFACE MOTION
 SY3599
 SY3599  HISTORY     - Date     Condition        Report By
 SY3599  HISTORY     - 1919     MONUMENTED       CGS
 SY3599  HISTORY     - 1934     SEE DESCRIPTION  WAGS
 SY3599  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY3599
 SY3599                          STATION DESCRIPTION
 SY3599
 SY3599'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3599'THIS IS A MAIN SCHEME STATION ABOUT 4 FEET IN ELEVATION ON THE
 SY3599'WATERS EDGE ON THE WESTERN SHORE OF MERCER ISLAND, ABOUT 1-1/2 --
 SY3599'NW OF SOUTH POINT.  NAME AND YEAR STAMPED THEREON.
 SY3599'
 SY3599'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISK SET IN
 SY3599'CONCRETE, AS DESCRIBED IN NOTES 1B AND 11B.
 SY3599
 SY3599                          STATION RECOVERY (1934)
 SY3599
 SY3599'RECOVERY NOTE BY WASHINGTON GEODETIC SURVEY 1934
 SY3599'AFTER CONSIDERABLE SEARCHING THIS STATION WAS NOT FOUND.  STATION
 SY3599'MIGHT BE RECOVERED BY TURNING AN ANGLE TO IT FROM PARK.
 SY3599
 SY3599                          STATION RECOVERY (1963)
 SY3599
 SY3599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3599'STATION HAS EVIDENTLY BEEN DESTROYED.  I TALKED TO MRS. HAROLD
 SY3599'NESLAND WHO LIVES AT 18 HOLLY HILL DRIVE, MERCER ISLAND.  SHE HAS
 SY3599'LIVED IN THE AREA SINCE 1946 AND, AT THAT TIME OWNED THE LOT TO
 SY3599'THE SOUTH OF PRESENT ADDRESS.  THEY CLEARED OUT THE WEEDS AND
 SY3599'UNDERBRUSH BY HAND AND RAN ACROSS A BRASS CAP SURVEY MARKER.
 SY3599'THEY SOLD THE PROPERTY AND IT GREW UP WILD AGAIN.  THIS TIME IT
 SY3599'WAS CLEARED WITH A BULLDOZER AND SHE REMEMBERS SEEING THE
 SY3599'MARK LAYING ON TOP OF THE GROUND.  SOME MORE LANDSCAPING WAS
 SY3599'DONE RECENTLY AND THE ROCKS, ETC. WERE BURIED.  THE AREA HAD BEEN
 SY3599'CLEARED AND GRADED PRIOR TO 1946 TOO, WHICH SHE ASSUMES COULD
 SY3599'ACCOUNT FOR THEM FINDING ONLY THE ONE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1691 ***********************************************************************
 SA1691  DESIGNATION -  EDGE RM 1
 SA1691  PID         -  SA1691
 SA1691  STATE/COUNTY-  WA/GRANT
 SA1691  USGS QUAD   -  VANTAGE (1978)
 SA1691
 SA1691                         *CURRENT SURVEY CONTROL
 SA1691  ___________________________________________________________________
 SA1691* NAD 83(1986)-  46 56 57.     (N)    119 57 57.     (W)     SCALED    
 SA1691* NAVD 88     -       217.781  (meters)     714.50   (feet)  ADJUSTED  
 SA1691  ___________________________________________________________________
 SA1691  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 SA1691  DYNAMIC HT  -         217.797 (meters)     714.56  (feet)  COMP
 SA1691  MODELED GRAV-     980,682.0   (mgal)                       NAVD 88
 SA1691
 SA1691  VERT ORDER  -  SECOND    CLASS 0
 SA1691
 SA1691.The horizontal coordinates were scaled from a topographic map and have
 SA1691.an estimated accuracy of +/- 6 seconds.
 SA1691
 SA1691.The orthometric height was determined by differential leveling
 SA1691.and adjusted by the National Geodetic Survey in June 1991..
 SA1691
 SA1691.The geoid height was determined by GEOID03.
 SA1691
 SA1691.The dynamic height is computed by dividing the NAVD 88
 SA1691.geopotential number by the normal gravity value computed on the
 SA1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1691.degrees latitude (g = 980.6199 gals.).
 SA1691
 SA1691.The modeled gravity was interpolated from observed gravity values.
 SA1691
 SA1691;                    North         East    Units  Estimated Accuracy
 SA1691;SPC WA S     -   179,740.      540,660.      MT  (+/- 180 meters Scaled)
 SA1691
 SA1691                          SUPERSEDED SURVEY CONTROL
 SA1691
 SA1691  NGVD 29 (??/??/92)  216.689  (m)          710.92   (f) ADJ UNCH    2 0
 SA1691
 SA1691.Superseded values are not recommended for survey control.
 SA1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1691.See file dsdata.txt to determine how the superseded data were derived.
 SA1691
 SA1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN743037(NAD 83)
 SA1691_MARKER: DR = REFERENCE MARK DISK
 SA1691_SETTING: 66 = SET IN ROCK OUTCROP
 SA1691_SP_SET: BEDROCK OUTCROP
 SA1691_STAMPING: EDGE NO 1 1957
 SA1691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1691+STABILITY: POSITION/ELEVATION WELL
 SA1691
 SA1691  HISTORY     - Date     Condition        Report By
 SA1691  HISTORY     - 1957     MONUMENTED       CGS
 SA1691  HISTORY     - 1968     GOOD             NGS
 SA1691
 SA1691                          STATION DESCRIPTION
 SA1691
 SA1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SA1691'1 MI SE FROM VANTAGE.
 SA1691'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 10 AND STATE HIGHWAY 7C FROM
 SA1691'THE POST OFFICE IN VANTAGE, ON THE TOP OF A LEDGE OF OUTCROPPING
 SA1691'BEDROCK OVERLOOKING THE COLUMBIA RIVER, 98 FEET WEST OF THE CENTERLINE
 SA1691'OF HIGHWAY 7C, 27.5 FEET EAST OF TRIANGULATION STATION EDGE 1957,
 SA1691'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 8 INCHES
 SA1691'ABOVE THE SURFACE OF THE GROUND.
 SA1691
 SA1691                          STATION RECOVERY (1968)
 SA1691
 SA1691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SA1691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1689 ***********************************************************************
 SA1689  DESIGNATION -  EDGE RM 2
 SA1689  PID         -  SA1689
 SA1689  STATE/COUNTY-  WA/GRANT
 SA1689  USGS QUAD   -  VANTAGE (1978)
 SA1689
 SA1689                         *CURRENT SURVEY CONTROL
 SA1689  ___________________________________________________________________
 SA1689* NAD 83(1986)-  46 56 57.     (N)    119 57 57.     (W)     SCALED    
 SA1689* NAVD 88     -       217.429  (meters)     713.35   (feet)  ADJUSTED  
 SA1689  ___________________________________________________________________
 SA1689  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 SA1689  DYNAMIC HT  -         217.445 (meters)     713.40  (feet)  COMP
 SA1689  MODELED GRAV-     980,682.0   (mgal)                       NAVD 88
 SA1689
 SA1689  VERT ORDER  -  SECOND    CLASS 0
 SA1689
 SA1689.The horizontal coordinates were scaled from a topographic map and have
 SA1689.an estimated accuracy of +/- 6 seconds.
 SA1689
 SA1689.The orthometric height was determined by differential leveling
 SA1689.and adjusted by the National Geodetic Survey in June 1991..
 SA1689
 SA1689.The geoid height was determined by GEOID03.
 SA1689
 SA1689.The dynamic height is computed by dividing the NAVD 88
 SA1689.geopotential number by the normal gravity value computed on the
 SA1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1689.degrees latitude (g = 980.6199 gals.).
 SA1689
 SA1689.The modeled gravity was interpolated from observed gravity values.
 SA1689
 SA1689;                    North         East    Units  Estimated Accuracy
 SA1689;SPC WA S     -   179,740.      540,660.      MT  (+/- 180 meters Scaled)
 SA1689
 SA1689                          SUPERSEDED SURVEY CONTROL
 SA1689
 SA1689  NGVD 29 (??/??/92)  216.338  (m)          709.77   (f) ADJ UNCH    2 0
 SA1689
 SA1689.Superseded values are not recommended for survey control.
 SA1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1689.See file dsdata.txt to determine how the superseded data were derived.
 SA1689
 SA1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN743037(NAD 83)
 SA1689_MARKER: DR = REFERENCE MARK DISK
 SA1689_SETTING: 66 = SET IN ROCK OUTCROP
 SA1689_SP_SET: BEDROCK OUTCROP
 SA1689_STAMPING: EDGE NO 2 1957
 SA1689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1689+STABILITY: POSITION/ELEVATION WELL
 SA1689
 SA1689  HISTORY     - Date     Condition        Report By
 SA1689  HISTORY     - 1957     MONUMENTED       CGS
 SA1689  HISTORY     - 1968     GOOD             NGS
 SA1689
 SA1689                          STATION DESCRIPTION
 SA1689
 SA1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SA1689'1 MI SE FROM VANTAGE.
 SA1689'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 10 AND STATE HIGHWAY 7 C FROM
 SA1689'THE POST OFFICE IN VANTAGE, ON THE TOP OF A LEDGE OF OUTCROPPING
 SA1689'BEDROCK OVERLOOKING THE COLUMBIA RIVER, 32 FEET EAST OF THE EDGE OF
 SA1689'THE CLIFF, 37.4 FEET SOUTHEAST OF TRIANGULATION STATION EDGE 1957,
 SA1689'38.8 FEET SOUTHWEST OF EDGE NO 1 1957 AND CEMENTED IN A DRILL HOLE IN
 SA1689'OUTCROPPING BEDROCK THAT PROJECTS 12 INCHES ABOVE THE SURFACE OF THE
 SA1689'GROUND.
 SA1689
 SA1689                          STATION RECOVERY (1968)
 SA1689
 SA1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SA1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3925 ***********************************************************************
 SY3925  DESIGNATION -  EDGEWATER
 SY3925  PID         -  SY3925
 SY3925  STATE/COUNTY-  WA/KING
 SY3925  USGS QUAD   -  
 SY3925
 SY3925                         *CURRENT SURVEY CONTROL
 SY3925  ___________________________________________________________________
 SY3925* NAD 83(1991)-  47 38 33.85737(N)    122 16 41.34265(W)     ADJUSTED  
 SY3925* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY3925  ___________________________________________________________________
 SY3925  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 SY3925  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SY3925
 SY3925  HORZ ORDER  -  THIRD
 SY3925
 SY3925.The horizontal coordinates were established by classical geodetic methods
 SY3925.and adjusted by the National Geodetic Survey in December 1991..
 SY3925
 SY3925.The orthometric height was scaled from a topographic map.
 SY3925
 SY3925.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3925
 SY3925.The geoid height was determined by GEOID03.
 SY3925
 SY3925;                    North         East     Units Scale Factor Converg.
 SY3925;SPC WA N     -    72,479.904   391,446.625   MT  0.99997643   -1 04 32.5
 SY3925;SPC WA N     -   237,794.49  1,284,271.14   sFT  0.99997643   -1 04 32.5
 SY3925;UTM  10      - 5,276,845.680   554,217.294   MT  0.99963612   +0 32 00.3
 SY3925
 SY3925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3925!SPC WA N     -   1.00000324  x   0.99997643  =   0.99997967
 SY3925!UTM  10      -   1.00000324  x   0.99963612  =   0.99963936
 SY3925
 SY3925:                Primary Azimuth Mark                     Grid Az
 SY3925:SPC WA N     -  WEB WEBSTR PT LGE GREY HSE GAB           008 20 26.3
 SY3925:UTM  10      -  WEB WEBSTR PT LGE GREY HSE GAB           006 43 53.5
 SY3925
 SY3925|---------------------------------------------------------------------|
 SY3925| PID    Reference Object                     Distance      Geod. Az  |
 SY3925|                                                           dddmmss.s |
 SY3925| SY4059 WEB WEBSTR PT LGE GREY HSE GAB      APPROX. 0.7 KM 0071553.8 |
 SY3925| SY4117 WEBSTER POINT LIGHT 1956            APPROX. 0.6 KM 0162822.5 |
 SY3925| SY4115 WEBSTER POINT LIGHT                 APPROX. 0.6 KM 0165504.4 |
 SY3925| CF7878 NW CORNER OF APARTMENT                             16831     |
 SY3925| CF7835 NE CORNER OF APARTMENT                             25354     |
 SY3925| SY3835 SEATTLE U OF WASH DENNY HALL        APPROX. 2.9 KM 3070222.8 |
 SY3925| CF6579 EDGEWATER RM 1                        5.425 METERS 35809     |
 SY3925|---------------------------------------------------------------------|
 SY3925
 SY3925                          SUPERSEDED SURVEY CONTROL
 SY3925
 SY3925  NAD 83(1986)-  47 38 33.85037(N)    122 16 41.34752(W) AD(       ) 3
 SY3925  NAD 27      -  47 38 34.49800(N)    122 16 36.89700(W) AD(       ) 3
 SY3925
 SY3925.Superseded values are not recommended for survey control.
 SY3925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3925.See file dsdata.txt to determine how the superseded data were derived.
 SY3925
 SY3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5421776846(NAD 83)
 SY3925_MARKER: Z = SEE DESCRIPTION
 SY3925_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SY3925
 SY3925  HISTORY     - Date     Condition        Report By
 SY3925  HISTORY     - 1952     MONUMENTED       CGS
 SY3925  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY3925  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY3925  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY3925  HISTORY     - 1977     GOOD             NOS
 SY3925  HISTORY     - 20021104 GOOD             USPSQD
 SY3925
 SY3925                          STATION DESCRIPTION
 SY3925
 SY3925'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 SY3925'A STANDARD DISK, STAMPED EDGEWATER 1952, SET IN A CONCRETE POST
 SY3925'FLUSH WITH THE SURFACE OF LAWN OF THE EDGEWATER APARTMENT HOUSE
 SY3925'DEVELOPMENT ON THE S SIDE OF THE ENTRANCE FROM LAKE WASHINGTON
 SY3925'TO THE CANAL INTO LAKE UNION, ABOUT 18 FEET S FROM THE WATERS
 SY3925'EDGE, N FROM END OF FORTY-SECOND AVENUE NORTH EXTENDED.
 SY3925'
 SY3925'R.M. 1 IS A STANDARD DISK, STAMPED EDGEWATER NO 1 1952, SET IN A
 SY3925'BLOCK OF CONCRETE, ABOUT 6 INCHES BELOW SURFACE OF THE GROUND, AND
 SY3925'SET IN AN ANGLE FORMED BY A CONCRETE RETAINING WALL.  THE
 SY3925'MEASUREMENTS AND DIRECTIONS TO RESPECTIVE CORNERS OF APARTMENT
 SY3925'BUILDINGS ARE THOSE NEAREST TO THE STATION.
 SY3925
 SY3925                          STATION RECOVERY (1961)
 SY3925
 SY3925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ALW)
 SY3925'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY3925
 SY3925                          STATION RECOVERY (1969)
 SY3925
 SY3925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY3925'THE STATION MARK WAS RECOVERED.  THE REFERENCE MARK WAS NOT
 SY3925'SEARCHED FOR, BEING UNDERGROUND IN A PARK-LIKE SETTING.
 SY3925'
 SY3925'THE STATION IS ON THE PROPERTY OF THE EDGEWATER APARTMENT HOUSE
 SY3925'DEVELOPMENT, ON THE SOUTH SIDE OF THE ENTRANCE FROM LAKE WASHINGTON
 SY3925'TO THE CANAL INTO LAKE UNION, 1.3 MILES EAST OF THE MONTLAKE
 SY3925'BRIDGE, 18 FEET SOUTH OF THE WATERS EDGE AND ON LINE WITH THE
 SY3925'BUILDING LINE ALONG THE EAST SIDE OF 42ND AVENUE EAST.  ENTRANCE
 SY3925'TO THE APARTMENT COMPLEX IS AT 42ND AVENUE EAST AND EAST MC
 SY3925'GILVRA STREET.
 SY3925'
 SY3925'THE STATION MARK, STAMPED EDGEWATER 1952, IS A STANDARD DISK
 SY3925'SET IN CONCRETE ABOUT LEVEL WITH THE LAWN, 19.5 FEET NORTH OF THE
 SY3925'NORTHWEST CORNER OF THE APARTMENT BUILDING (WITH NUMBERS 2510 AND
 SY3925'2516), AND ON LINE WITH THE WEST EDGE OF THE ROOF OF THE GABLE
 SY3925'WHICH FACES WEST ON THIS SAME BUILDING AND THIS GABLE IS ON LINE
 SY3925'WITH THE BUILDING LINE ON THE EAST SIDE OF 42 AVENUE.  MARK IS 2
 SY3925'FEET SOUTH OF THE SOUTHEAST CORNER OF THE SIDEWALK AT THE
 SY3925'SOUTHEAST EDGE OF A CONCRETE PATIO WITH BENCHES AND ABOUT 2 INCHES
 SY3925'EAST OF THE EAST EDGE OF THE SIDEWALK PROJECTED.
 SY3925
 SY3925                          STATION RECOVERY (1971)
 SY3925
 SY3925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (HRL)
 SY3925'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 SY3925
 SY3925                          STATION RECOVERY (1977)
 SY3925
 SY3925'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY3925'THE STATION WAS RECOVERED AS DESCRIBED.
 SY3925
 SY3925                          STATION RECOVERY (2002)
 SY3925
 SY3925'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1268 ***********************************************************************
 SX1268  DESIGNATION -  EDGEWICK
 SX1268  PID         -  SX1268
 SX1268  STATE/COUNTY-  WA/KING
 SX1268  USGS QUAD   -  CHESTER MORSE LAKE (1989)
 SX1268
 SX1268                         *CURRENT SURVEY CONTROL
 SX1268  ___________________________________________________________________
 SX1268* NAD 83(1991)-  47 26 34.59709(N)    121 42 09.53921(W)     ADJUSTED  
 SX1268* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 SX1268  ___________________________________________________________________
 SX1268  LAPLACE CORR-          17.52  (seconds)                    DEFLEC99
 SX1268  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 SX1268
 SX1268  HORZ ORDER  -  SECOND
 SX1268
 SX1268.The horizontal coordinates were established by classical geodetic methods
 SX1268.and adjusted by the National Geodetic Survey in December 1991..
 SX1268
 SX1268.The orthometric height was scaled from a topographic map.
 SX1268
 SX1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1268
 SX1268.The geoid height was determined by GEOID03.
 SX1268
 SX1268;                    North         East     Units Scale Factor Converg.
 SX1268;SPC WA N     -    49,617.917   434,432.334   MT  1.00001113   -0 38 50.0
 SX1268;SPC WA N     -   162,788.12  1,425,300.08   sFT  1.00001113   -0 38 50.0
 SX1268;UTM  10      - 5,255,204.518   597,813.003   MT  0.99971757   +0 57 20.6
 SX1268
 SX1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1268!SPC WA N     -   0.99994390  x   1.00001113  =   0.99995503
 SX1268!UTM  10      -   0.99994390  x   0.99971757  =   0.99966148
 SX1268
 SX1268|---------------------------------------------------------------------|
 SX1268| PID    Reference Object                     Distance      Geod. Az  |
 SX1268|                                                           dddmmss.s |
 SX1268| CF4324 EDGEWICK RM                          19.309 METERS 13502     |
 SX1268| SX1319 SMALL SI                            APPROX. 7.4 KM 3270213.9 |
 SX1268|---------------------------------------------------------------------|
 SX1268
 SX1268                          SUPERSEDED SURVEY CONTROL
 SX1268
 SX1268  NAD 83(1986)-  47 26 34.58597(N)    121 42 09.54555(W) AD(       ) 2
 SX1268  NAD 27      -  47 26 35.21900(N)    121 42 05.18800(W) AD(       ) 2
 SX1268
 SX1268.Superseded values are not recommended for survey control.
 SX1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1268.See file dsdata.txt to determine how the superseded data were derived.
 SX1268
 SX1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET9781355205(NAD 83)
 SX1268_MARKER: DB = BENCH MARK DISK
 SX1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1268_SP_SET: CONCRETE POST
 SX1268_MARK LOGO: CGS   
 SX1268_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1268+STABILITY: SURFACE MOTION
 SX1268
 SX1268  HISTORY     - Date     Condition        Report By
 SX1268  HISTORY     - 1937     MONUMENTED       WAGS
 SX1268  HISTORY     - 1937     GOOD             CGS
 SX1268  HISTORY     - 19821214 GOOD             WADT
 SX1268
 SX1268                          STATION DESCRIPTION
 SX1268
 SX1268'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1268'STATION IS LOCATED ABOUT 6 MILES AIR LINE SE OF NORTH BEND ON THE
 SX1268'S SIDE OF U.S. HIGHWAY 10, ON THE LOWEST AND MOST WESTERN KNOLL
 SX1268'ON THE N SIDE OF THE RAILROAD TRACKS JUST OPPOSITE (N) OF A GRAVEL
 SX1268'SLIDE ON THE S SIDE OF THE TRACKS.
 SX1268'
 SX1268'TO REACH--FROM NORTH BEND ON U.S. HIGHWAY 10 GO E FOR 5 MILES TO
 SX1268'CONCRETE BRIDGE OVER THE S FORK OF THE SNOQUALMIE RIVER, CONTINUE
 SX1268'E FOR ABOUT 1/2 MILE TO THE STANDARD OIL STATION OWNED BY
 SX1268'J.T. SCOTT-E.B. HOLDBRIDGE ON THE LEFT SIDE OF THE HIGHWAY.  PARK
 SX1268'CAR HERE AND WALK E ABOUT 400 FEET TO A LARGE TREE WITH A LARGE
 SX1268'TRIANGLE BLAZE ON RIGHT SIDE OF HIGHWAY.  FIND TRAIL HERE AND
 SX1268'FOLLOW UPHILL (S) TO RAILROAD TRACKS.  GO DOWN TRACKS ABOUT 3/4
 SX1268'MILE TO A SIGN STATION ONE MILE, CONTINUE ABOUT 150 YARDS TO
 SX1268'STATION ON KNOLL ON N SIDE OF TRACKS.
 SX1268
 SX1268                          STATION RECOVERY (1937)
 SX1268
 SX1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 SX1268'RECOVERED IN GOOD CONDITION.
 SX1268
 SX1268                          STATION RECOVERY (1982)
 SX1268
 SX1268'RECOVERY NOTE BY WA DEPT OF TRANSP 1982
 SX1268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1168 ***********************************************************************
 TR1168  DESIGNATION -  EDISON
 TR1168  PID         -  TR1168
 TR1168  STATE/COUNTY-  WA/SKAGIT
 TR1168  USGS QUAD   -  LA CONNER (1973)
 TR1168
 TR1168                         *CURRENT SURVEY CONTROL
 TR1168  ___________________________________________________________________
 TR1168* NAD 83(1998)-  48 29 55.02464(N)    122 26 39.56531(W)     ADJUSTED  
 TR1168* NAVD 88     -        60.8    (meters)     199.     (feet)  VERTCON   
 TR1168  ___________________________________________________________________
 TR1168  X           -  -2,271,659.410 (meters)                     COMP
 TR1168  Y           -  -3,573,449.111 (meters)                     COMP
 TR1168  Z           -   4,753,825.270 (meters)                     COMP
 TR1168  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 TR1168  ELLIP HEIGHT-          39.36  (meters)          (09/30/02) GPS OBS
 TR1168  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 TR1168
 TR1168  HORZ ORDER  -  FIRST
 TR1168  ELLP ORDER  -  FOURTH    CLASS I
 TR1168
 TR1168.The horizontal coordinates were established by classical geodetic methods
 TR1168.and adjusted by the National Geodetic Survey in September 2002..
 TR1168.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR1168.DATUM ITEM on the data sheet items page.
 TR1168
 TR1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1168
 TR1168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR1168
 TR1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1168
 TR1168.The ellipsoidal height was determined by GPS observations
 TR1168.and is referenced to NAD 83.
 TR1168
 TR1168.The geoid height was determined by GEOID03.
 TR1168
 TR1168;                    North         East     Units Scale Factor Converg.
 TR1168;SPC WA N     -   167,869.075   380,955.246   MT  0.99996432   -1 11 57.9
 TR1168;SPC WA N     -   550,750.46  1,249,850.67   sFT  0.99996432   -1 11 57.9
 TR1168;UTM  10      - 5,371,871.040   541,049.875   MT  0.99962070   +0 24 58.2
 TR1168
 TR1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1168!SPC WA N     -   0.99999383  x   0.99996432  =   0.99995815
 TR1168!UTM  10      -   0.99999383  x   0.99962070  =   0.99961453
 TR1168
 TR1168:                Primary Azimuth Mark                     Grid Az
 TR1168:SPC WA N     -  EDISON AZ MK RESET                       030 02 30.5
 TR1168:UTM  10      -  EDISON AZ MK RESET                       028 25 34.4
 TR1168
 TR1168|---------------------------------------------------------------------|
 TR1168| PID    Reference Object                     Distance      Geod. Az  |
 TR1168|                                                           dddmmss.s |
 TR1168| CF8675 EDISON AZ MK RESET                                 0285032.6 |
 TR1168| TR1111 BURLINGTON WHITE BRICK STACK        APPROX. 9.0 KM 1111926.5 |
 TR1168| TR1112 MT VERNON PUD 1 WATER TANK          APPROX.11.8 KM 1333147.1 |
 TR1168| TR1164 AIRWAY BCN 4 MI W BURLINGTON        APPROX. 3.1 KM 1620453.2 |
 TR1168| TR0125 NOFO                                APPROX.14.8 KM 1740512.4 |
 TR1168| CF8676 EDISON RM 1                          37.878 METERS 20806     |
 TR1168| TR1225 SWINOMISH SLOUGH HWY BRI E LT       APPROX. 7.1 KM 2271252.7 |
 TR1168| CF8677 EDISON RM 2                          33.826 METERS 32747     |
 TR1168| CF8674 EDISON AZ MK                                       3565818.3 |
 TR1168|---------------------------------------------------------------------|
 TR1168
 TR1168                          SUPERSEDED SURVEY CONTROL
 TR1168
 TR1168  NAD 83(1991)-  48 29 55.02092(N)    122 26 39.57237(W) AD(       ) 1
 TR1168  ELLIP H (12/09/91)   39.55   (m)                       GP(       ) 4 1
 TR1168  NAD 83(1986)-  48 29 55.02607(N)    122 26 39.57694(W) AD(       ) 1
 TR1168  NAD 27      -  48 29 55.64400(N)    122 26 34.97800(W) AD(       ) 1
 TR1168  NGVD 29 (07/20/87)   59.6    (m)          196.     (f) GPS OBS        
 TR1168
 TR1168.Superseded values are not recommended for survey control.
 TR1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1168.See file dsdata.txt to determine how the superseded data were derived.
 TR1168
 TR1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU4105071871(NAD 83)
 TR1168_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR1168_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1168+STABILITY: SURFACE MOTION
 TR1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR1168+SATELLITE: SATELLITE OBSERVATIONS - 1985
 TR1168
 TR1168  HISTORY     - Date     Condition        Report By
 TR1168  HISTORY     - 1941     MONUMENTED       CGS
 TR1168  HISTORY     - 1942     GOOD             CGS
 TR1168  HISTORY     - 1950     GOOD             CGS
 TR1168  HISTORY     - 1954     GOOD             CGS
 TR1168  HISTORY     - 1977     GOOD             NGS
 TR1168  HISTORY     - 1978     GOOD             NGS
 TR1168  HISTORY     - 1982     GOOD             NGS
 TR1168  HISTORY     - 1985     GOOD             NGS
 TR1168  HISTORY     - 1988     GOOD             USPSQD
 TR1168
 TR1168                          STATION DESCRIPTION
 TR1168
 TR1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 TR1168'STATION IS 16 MILES S OF BELLINGHAM.  6 MILES W OF
 TR1168'BURLINGTON.  AND 4.5 MILES S OF EDISON, ON THE HIGHEST POINT OF
 TR1168'A LOW DIVIDE, WHICH OVERLOOKS THE FLATS TO THE N, AND IS COVERED
 TR1168'WITH SCATTERED PATCHES OF TIMBER.  IT IS 39.0 FEET E OF THE CENTER
 TR1168'LINE OF STATE HIGHWAY 1C.  23.0 FEET SE OF A PASTURE FENCE
 TR1168'CORNER.  14.4 FEET N OF THE NW CORNER OF AN ABANDONED SERVICE
 TR1168'STATION, AND ABOUT 25 FEET N OF THE CONCRETE FOUNDATION OF THE
 TR1168'ABANDONED SERVICE STATION PUMP.  THERE IS A 4-INCH WHITE
 TR1168'MARKER POST 9.2 FEET SW OF THE STATION.
 TR1168'
 TR1168'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 TR1168'BRONZE DISKS SET IN CONCRETE.
 TR1168'
 TR1168'THE TOP OF THE SURFACE MARK IS 12 INCHES BELOW THE SURFACE OF
 TR1168'THE GROUND.
 TR1168'
 TR1168'REFERENCE MARK NO.1 IS FLUSH WITH THE GROUND.  IT IS ON THE W
 TR1168'SIDE OF HIGHWAY 1C AND ABOUT 1 FOOT E OF THE FENCE LINE.  IT IS
 TR1168'STAMPED EDISON NO.1 1941.
 TR1168'
 TR1168'REFERENCE MARK NO.2 IS FLUSH WITH THE GROUND.  IT IS ON THE W SIDE
 TR1168'OF HIGHWAY 1C, AND IS ABOUT 1 FOOT E OF THE FENCE LINE.
 TR1168'
 TR1168'THE AZIMUTH MARK PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS ON A
 TR1168'NARROW SIDE ROAD WHICH IS 2.1 MILES N OF THE STATION.  IT IS 0.1
 TR1168'MILE W OF HIGHWAY 1C.  29.3 FEET W OF A TELEPHONE POLE.  10.0 FEET
 TR1168'S OF THE CENTER LINE OF THE NARROW SIDE ROAD.  AND 5 INCHES S OF
 TR1168'THE S FENCE.  IT IS STAMPED EDISON 1941.
 TR1168'
 TR1168'REACHED FROM EDISON BY GOING W AND S ON THE MAIN PAVED HIGHWAY,
 TR1168'STATE HIGHWAY 1C, FOR 3 MILES TO A PAVED ROAD W AT SIGN SAMISH
 TR1168'ISLAND.  THENCE CONTINUE S ON HIGHWAY 1C FOR 1.4 MILES TO A
 TR1168'FARMHOUSE AND ABANDONED FILLING STATION ON THE LEFT, ABOUT 65
 TR1168'YARDS BEFORE REACHING A SIDE ROAD RIGHT, AND STATION.
 TR1168
 TR1168                          STATION RECOVERY (1942)
 TR1168
 TR1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCP)
 TR1168'STATION IS LOCATED ABOUT 16 MILES S OF BELLINGHAM.  6 MILES W OF
 TR1168'BURLINGTON.  AND 4.5 MILES S OF EDISON, ON THE HIGHEST POINT OF A
 TR1168'LOW DIVIDE, WHICH OVERLOOKS THE FLATS TO THE N, AND IS COVERED
 TR1168'WITH SCATTERING PATCHES OF SECOND GROWTH TIMBER.  IT IS 39.0 FEET
 TR1168'E OF THE CENTER LINE OF STATE HIGHWAY 1-C, 23.0 FEET SE OF A
 TR1168'PASTURE FENCE CORNER, AND 14.4 FEET N OF THE NW CORNER OF AN
 TR1168'ABANDONED SERVICE STATION.  A WHITE WITNESS POST IS 9.2 FEET SW
 TR1168'OF THE STATION.  THE WITNESS POST IS 6 INCHES E OF THE HIGHWAY
 TR1168'RIGHT-OF-WAY FENCE.
 TR1168'
 TR1168'THE STATION MARK IS A BRONZE DISK SET IN CONCRETE AND IS BURIED
 TR1168'1 FOOT UNDERGROUND.  IT IS STAMPED EDISON 1941.
 TR1168'
 TR1168'REFERENCE MARK NO.1 IS ON THE W SIDE OF HIGHWAY 1-C AND ABOUT 1
 TR1168'FOOT E OF HIGHWAY RIGHT-OF-WAY FENCE LINE.  IT IS A BRONZE DISK
 TR1168'SET IN CONCRETE AND IS FLUSH WITH THE GROUND.  IT IS STAMPED
 TR1168'EDISON NO.1 1941.
 TR1168'
 TR1168'REFERENCE MARK NO.2 IS ON THE W SIDE OF HIGHWAY 1-C AND ABOUT 1
 TR1168'FOOT E OF THE HIGHWAY RIGHT-OF-WAY FENCE LINE.  IT IS A BRONZE
 TR1168'DISK SET IN CONCRETE AND IS FLUSH WITH THE GROUND.  IT IS STAMPED
 TR1168'EDISON NO.2 1941.
 TR1168'
 TR1168'THE AZIMUTH MARK IS 29.3 FEET W OF A TELEPHONE POLE.  10.0 FEET
 TR1168'S OF THE CENTER LINE OF THE ROAD.  AND 5 INCHES S OF THE S
 TR1168'FENCE.  A WHITE WITNESS POST IS LOCATED 1 FOOT W OF THE MARK.  THE
 TR1168'MARK IS A BRONZE DISK SET IN CONCRETE AND PROJECTS 2 INCHES ABOVE
 TR1168'THE GROUND LINE.  IT IS STAMPED EDISON 1941.
 TR1168'
 TR1168'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWARD ON
 TR1168'HIGHWAY 1-C FOR 2.1 MILES TO A NARROW SIDE ROAD.  TURN LEFT ONTO
 TR1168'NARROW SIDE ROAD AND TRAVEL 0.15 MILE TO THE MARK.
 TR1168'
 TR1168'TO REACH THE STATION FROM EDISON GO W AND S ON STATE HIGHWAY 1-C
 TR1168'FOR 3.0 MILES TO A T-INTERSECTION.  CONTINUE ON HIGHWAY 1-C FOR
 TR1168'1.4 MILES TO AN ABANDONED SERVICE STATION AND THE STATION.
 TR1168
 TR1168                          STATION RECOVERY (1950)
 TR1168
 TR1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1168'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 TR1168'IN GOOD CONDITION.
 TR1168'
 TR1168'STATION IS ABOUT 4.4 MILES S OF EDISON, 1.5 MILES NE OF BAYVIEW,
 TR1168'6 MILES W OF BURLINGTON, ON THE HIGHEST PART OF A LOW DIVIDE WHICH
 TR1168'OVERLOOKS THE FLAT COUNTRY TO THE N AND IS COVERED WITH PATCHES OF
 TR1168'SECOND GROWTH TIMBER, ON PROPERTY OWNED BY JOHN PETH, AND 25.6
 TR1168'METERS NW OF THE NW CORNER OF THE HOUSE.  IT IS 13.6 METERS NNE
 TR1168'OF THE N END OF A CONCRETE GAS PUMP FOUNDATION, 11.9 METERS E OF
 TR1168'THE CENTER LINE OF STATE HIGHWAY 1 C, 7.3 METERS SE OF A FENCE
 TR1168'CORNER, AND 4.3 METERS S OF A FENCE.
 TR1168'
 TR1168'STATION MARK IS A STANDARD STATION DISK, STAMPED EDISON 1941, SET
 TR1168'IN THE TOP OF A CONCRETE POST, THE TOP OF WHICH IS 12 INCHES BELOW
 TR1168'THE SURFACE OF THE GROUND.
 TR1168'
 TR1168'R.M. 1 IS 5.8 METERS W OF THE CENTER LINE OF THE HIGHWAY, IN THE
 TR1168'FENCE LINE, 27.0 METERS N OF THE CENTER LINE OF A DRIVEWAY LEADING
 TR1168'W, 23.7 METERS S OF A TELEPHONE POLE, 11.4 METERS SW OF THE CENTER
 TR1168'LINE INTERSECTION OF THE HIGHWAY AND A DRIVE TO THE HOUSE ON THE
 TR1168'E, AND 0.6 METER N OF A WHITE WOODEN WITNESS POST.  IT IS A
 TR1168'STANDARD REFERENCE-MARK DISK, STAMPED EDISON NO 1 1941, SET IN
 TR1168'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 TR1168'THE GROUND.
 TR1168'
 TR1168'R.M. 2 IS 5.7 METERS W OF THE CENTER LINE OF THE HIGHWAY, 38.2
 TR1168'METERS N OF A TELEPHONE POLE, 27.0 METERS NW OF THE CORNER OF A
 TR1168'PASTURE FENCE, AND IN THE FENCE LINE.  IT IS A STANDARD
 TR1168'REFERENCE-MARK DISK, STAMPED EDISON NO 2 1941, SET IN THE TOP OF
 TR1168'A CONCRETE POST WHICH PROJECTS 1 INCH.
 TR1168'
 TR1168'TO REACH THE STATION FROM THE TOWN OF EDISON, GO S ALONG STATE
 TR1168'HIGHWAY 1 C FOR 4.4 MILES TO A DILAPIDATED YELLOW FRAME HOUSE ON
 TR1168'THE E SIDE OF THE ROAD.  THE STATION IS LOCATED IN THE GARDEN
 TR1168'PLOT TO THE N OF THE HOUSE.
 TR1168'
 TR1168'THE AZIMUTH MARK IS LOCATED ON THE S SIDE OF A GRAVEL ROAD WHICH
 TR1168'DEAD ENDS IN A FARMYARD ABOUT 0.3 MILE W OF THE MARK, 8.4 METERS
 TR1168'E OF A FENCE CORNER, 8.1 METERS W OF A TELEPHONE POLE, 5.3 METERS
 TR1168'S OF THE CENTER LINE OF THE GRAVEL ROAD, AND 0.3 METER W OF A
 TR1168'WHITE WOODEN WITNESS POST.  IT IS A STANDARD AZIMUTH-MARK DISK,
 TR1168'STAMPED EDISON 1941, SET IN THE TOP OF A CONCRETE POST WHICH
 TR1168'PROJECTS 3 INCHES AND IS EXPOSED ON THE N SIDE BY EXCAVATIONS
 TR1168'IN THE ROADSIDE DITCH.  THE MARK IS STILL SOLID.
 TR1168'
 TR1168'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON STATE HIGHWAY
 TR1168'1 C FOR 2.1 MILES TO A GRAVEL ROAD W, THENCE W ALONG GRAVEL ROAD
 TR1168'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 TR1168'
 TR1168'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR1168
 TR1168                          STATION RECOVERY (1954)
 TR1168
 TR1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR1168'THE STATION AND MARKS WERE RECOVERED, AS DESCRIBED, IN GOOD
 TR1168'CONDITION WITH THE FOLLOWING EXCEPTION.  THE AZIMUTH MARK WAS
 TR1168'FOUND LOOSE IN THE GROUND AND WAS DESTROYED.  A NEW AZIMUTH MARK
 TR1168'WAS ESTABLISHED.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 TR1168'MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 TR1168'
 TR1168'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EDISON 1941 RESET
 TR1168'1954, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 TR1168'INCHES.  IT IS LOCATED ABOUT 0.2 MILE NORTH NORTHEAST OF THE
 TR1168'STATION, IN THE NORTHEAST CORNER OF PASTURE LAND, AND 10 FEET
 TR1168'SOUTHWEST OF THE NORTHEAST CORNER OF THE PASTURE.
 TR1168'
 TR1168'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 TR1168
 TR1168                          STATION RECOVERY (1977)
 TR1168
 TR1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVD)
 TR1168'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION.  THE
 TR1168'AZIMUTH MARK EDISON 1941 RESET 1974 WAS NOT FOUND.
 TR1168'
 TR1168'THE STATION IS LOCATED E OF FARM-TO-MARKET RD, JUST W OF A SMALL
 TR1168'ORCHARD AND BARN, 84 FT N OF THE CENTER OF AN E-W DRIVE, 64.5 FT
 TR1168'NE OF A POLE WITH STUB SUPPORT, 60.3 FT NW OF N GATE POST, 58.3
 TR1168'FT NE OF SW CORNER OF FENCE LINE ABOVE DRIVE, 47.4 FT SE OF SW
 TR1168'CORNER OF PASTURE, AND 38.1 FT E OF FARM-TO-MARKET RD (BOW-EDISON
 TR1168'RD).  THE MARK IS ABOUT 8 IN BELOW THE SURFACE OF THE GROUND.
 TR1168'
 TR1168'TO REACH THE STATION FROM JCT OF I-5, STATE HWY 11, AND WILSON
 TR1168'RD (EXIT 231), GO W ON WILSON RD 5 MILES TO INTERSECTION WITH
 TR1168'FARM-TO-MARKET RD.  TURN RIGHT AND GO N 0.8 MILE TO STATION ON
 TR1168'RIGHT.
 TR1168'
 TR1168'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1168'1.5 MILES NE OF BAY VIEW.
 TR1168
 TR1168                          STATION RECOVERY (1978)
 TR1168
 TR1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 TR1168'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 TR1168'RECOVERED.  THE AZIMUTH MARK WHICH WAS SET IN 1954 WAS FOUND BURIED
 TR1168'AND LAYING HORIZONTAL.  THE ORIGINAL AZIMUTH MARK WAS REPORTED
 TR1168'DESTROYED IN 1954.  THE ANGLE BETWEEN THE REFERENCE MARKS IS 1
 TR1168'MINUTE 4 SECONDS FROM THE 1941 ANGLE AND 1 MINUTE 49 SECONDS FROM
 TR1168'THE 1942 ANGLE.  THE 1978 ANGLE BEING BETWEEN THE OTHER
 TR1168'TWO.  MEASUREMENTS CHECK THE 1942 DISTANCES.
 TR1168'
 TR1168'THE STATION IS ABOUT 7-1/2 MILES NORTHWEST OF MOUNT VERNON, 5
 TR1168'MILES WEST AND 1 MILE NORTH OF BURLINGTON AND IN THE NORTHWEST 1/4
 TR1168'OF SECTION 28, T 35 N, R 3 E.
 TR1168'
 TR1168'TO REACH FROM INTERCHANGE NO. 231 ON INTERSTATE HIGHWAY 5, (WHICH
 TR1168'IS ABOUT 1 MILE NORTH OF BURLINGTON, GO WEST ON WILSON ROAD FOR
 TR1168'2.0 MILES TO AVON ALLEN ROAD, CONTINUE WEST ON WILSON ROAD FOR 3.0
 TR1168'MILES TO A STOP SIGN AT A BLACKTOP CROSSROAD, TURN RIGHT AND GO
 TR1168'NORTH 0.8 MILE TO A DRIVEWAY LEFT INTO CALLAHANS RANCH, CONTINUE
 TR1168'NORTH ABOUT 30 YARDS TO A DRIVEWAY ON THE RIGHT AND THE STATION
 TR1168'78.5 FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 37.9 FEET
 TR1168'EAST OF THE CENTER OF THE BLACKTOP ROAD.
 TR1168'
 TR1168'THE STATION MARK, STAMPED EDISON 1941, IS A STANDARD DISK SET IN
 TR1168'CONCRETE 0.7 FOOT BELOW GROUND, 59 FEET NORTH-NORTHEAST OF A FENCE
 TR1168'CORNER, AND 18.2 FEET EAST OF THE FENCE.  A 1/2 INCH IRON ROD WAS
 TR1168'DRIVEN INTO THE GROUND 1 FOOT NORTH OF THE MARK.
 TR1168'
 TR1168'REFERENCE MARK NO. 1, STAMPED EDISON NO 1 1941, IS A STANDARD
 TR1168'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 TR1168'88 FEET NORTH OF THE CENTER OF THE DRIVEWAY GOING WEST TO
 TR1168'CALLAHANS RANCH, 80.5 FEET NORTH OF A GUYED POWER POLE, 26 FEET
 TR1168'SOUTH OF THE PROJECTED CENTERLINE OF THE DRIVEWAY GOING EAST AND
 TR1168'20.5 FEET EAST OF THE CENTER OF THE ROAD.
 TR1168'
 TR1168'REFERENCE MARK NO. 2, STAMPED EDISON NO 2 1941, IS A STANDARD
 TR1168'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 TR1168'125.7 FEET NORTH OF THE POWER POLE WHICH IS BETWEEN THE REFERENCE
 TR1168'MARKS, 20.6 FEET WEST OF THE CENTER OF THE ROAD AND 1 FOOT EAST
 TR1168'OF THE FENCE.
 TR1168'
 TR1168'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1168'5 MI W AND 1 MI N OF BURLINGTON.
 TR1168
 TR1168                          STATION RECOVERY (1982)
 TR1168
 TR1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MLS)
 TR1168'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  BOTH
 TR1168'REFERENCE MARKS WERE ALSO RECOVERED.  REFERENCE MARK NUMBER 2 IS
 TR1168'NOW 22.0 FEET NORTH OF THE POWER POLE WHICH IS BETWEEN THE
 TR1168'REFERENCE MARKS (A NEW POWER POLE, REPLACING THE ONE IN THE
 TR1168'ORIGINAL DESCRIPTION, HAS BEEN PUT IN.).
 TR1168'
 TR1168'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST 1
 TR1168'MILE NORTH OF BURLINGTON.
 TR1168
 TR1168                          STATION RECOVERY (1985)
 TR1168
 TR1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (DAW)
 TR1168'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 TR1168'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 TR1168'DISTANCE AND DIRECTION TO THE MARKS WERE NOT CHECKED AT THIS TIME.
 TR1168'A NEW DESCRIPTION FOLLOWS.
 TR1168'
 TR1168'THE STATION IS LOCATED ABOUT 25.7 KM (16 MI) SOUTH OF BELLINGHAM,
 TR1168'9.7 KM (6 MI) WEST-NORTHWEST OF BURLINGTON AND 6.4 KM (4 MI) SOUTH
 TR1168'EDISON IN A FIELD ON THE EAST SIDE OF THE ROAD.
 TR1168'
 TR1168'TO REACH THE STATION FROM EXIT 231 ON INTERSTATE HIGHWAY 5 JUST
 TR1168'SOUTH OF BURLINGTON GO WEST ON WILSON ROAD FOR 8.05 KM (5.0 MI) TO A
 TR1168'CROSS ROAD.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 237 FOR
 TR1168'1.29 KM (0.8 MI) TO THE STATION ON THE RIGHT AT A FIELD ENTRANCE.
 TR1168'
 TR1168'THE STATION MARK IS A STANDARD C+GS DISK STAMPED---EDISON 1941---
 TR1168'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 30 CM (12 INCHES) IN
 TR1168'DIAMETER AND IS RECESSED 30 CM (12 INCHES) BELOW THE GROUND SURFACE.
 TR1168'IT IS 18.5 M (60.7 FT) WEST-NORTHWEST OF A FENCE CORNER AT A GATE,
 TR1168'17.5 M (57.4 FT) NORTH OF THE RIGHT-OF-WAY FENCE AND 5.7 M (18.7 FT)
 TR1168'EAST-NORTHEAST OF A WITNESS POST SET IN A FENCE  LINE.
 TR1168'
 TR1168'REFERENCE MARK NO 1 IS A STANDARD C+GS  DISK STAMPED---
 TR1168'---EDISON NO 1 1941---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 TR1168'THAT IS 30 CM (12 INCHES) ON A SIDE AND PROJECTS 15 CM (6 INCHES)
 TR1168'ABOVE THE GROUND SURAFACE.  IT IS 27.5 M (90.2 FT) NORTH OF THE
 TR1168'CENTER OF A FARM DRIVEWAY, 6.7 M (22 FT) WEST OF THE CENTER OF
 TR1168'STATE HIGHWAY 237 AND 0.5 M (1.6 FT) EAST OF A WITNESS POST.  IT IS
 TR1168'0.6 M (2 FT) HIGHER THAN THE STATION.
 TR1168'
 TR1168'REFERENCE MARK NO. 2 IS A STANDARD C+GS DISK
 TR1168'STAMPED---EDISON NO 2 1941---,
 TR1168'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 TR1168'30 CM ON SIDE PROJECTING 15 CM ABOVE GROUND.  LOCATED
 TR1168'6.8 METERS (22.3 FT) NORTH FROM A POWER POLE NUMBERED 455088,
 TR1168'6 METERS (19.7 FT) WEST FROM THE CENTER OF STATE HIGHWAY 237 AND
 TR1168'0.3 METERS (1 FT) EAST FROM A FENCE LINE.
 TR1168'MARK IS 0.6 METERS ABOVE THE STATION.
 TR1168'
 TR1168'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR1168'
 TR1168'DESCRIBED BY DA WEGENAST.
 TR1168
 TR1168                          STATION RECOVERY (1988)
 TR1168
 TR1168'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWF)
 TR1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2688 ***********************************************************************
 TR2688  DESIGNATION -  EDITH
 TR2688  PID         -  TR2688
 TR2688  STATE/COUNTY-  WA/SKAGIT
 TR2688  USGS QUAD   -  DECEPTION PASS (1978)
 TR2688
 TR2688                         *CURRENT SURVEY CONTROL
 TR2688  ___________________________________________________________________
 TR2688* NAD 83(1991)-  48 27 06.63575(N)    122 39 40.85147(W)     ADJUSTED  
 TR2688* NAVD 88     -         7.6    (meters)      25.     (feet)  VERTCON   
 TR2688  ___________________________________________________________________
 TR2688  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 TR2688  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 TR2688
 TR2688  HORZ ORDER  -  THIRD
 TR2688
 TR2688.The horizontal coordinates were established by classical geodetic methods
 TR2688.and adjusted by the National Geodetic Survey in December 1991..
 TR2688
 TR2688.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2688
 TR2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2688
 TR2688.The geoid height was determined by GEOID03.
 TR2688
 TR2688;                    North         East     Units Scale Factor Converg.
 TR2688;SPC WA N     -   163,027.741   364,797.482   MT  0.99995922   -1 21 39.6
 TR2688;SPC WA N     -   534,866.85  1,196,839.74   sFT  0.99995922   -1 21 39.6
 TR2688;UTM  10      - 5,366,578.094   525,040.547   MT  0.99960770   +0 15 12.4
 TR2688
 TR2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2688!SPC WA N     -   1.00000225  x   0.99995922  =   0.99996147
 TR2688!UTM  10      -   1.00000225  x   0.99960770  =   0.99960995
 TR2688
 TR2688                          SUPERSEDED SURVEY CONTROL
 TR2688
 TR2688  NAD 83(1986)-  48 27 06.63652(N)    122 39 40.85186(W) AD(       ) 3
 TR2688  NGVD 29 (08/09/90)    6.5    (m)           21.     (f) VERT ANG       
 TR2688
 TR2688.Superseded values are not recommended for survey control.
 TR2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2688.See file dsdata.txt to determine how the superseded data were derived.
 TR2688
 TR2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2504166578(NAD 83)
 TR2688_MARKER: DD = SURVEY DISK
 TR2688_SETTING: 66 = SET IN ROCK OUTCROP
 TR2688_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TR2688_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR2688+STABILITY: POSITION/ELEVATION WELL
 TR2688
 TR2688  HISTORY     - Date     Condition        Report By
 TR2688  HISTORY     - 1981     MONUMENTED       NOS
 TR2688
 TR2688                          STATION DESCRIPTION
 TR2688
 TR2688'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RBM)
 TR2688'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF ANACORTES, ALONG THE
 TR2688'EAST SHORE OF BURROWS BAY, ON EDITH POINT AND ABOUT 6.5 METERS IN
 TR2688'ELEVATION.
 TR2688'
 TR2688'THE STATION IS A NATIONAL OCEAN SURVEY DISK
 TR2688'STAMPED---EDITH 1981---, CEMENTED IN A DRILL HOLE IN THE BARE
 TR2688'BEDROCK, ON TOP ON THE BARE ROCK POINT, 6 METERS WEST OF THE EDGE
 TR2688'OF THE BRUSH AND 2 METERS WEST OF THE GRASS EDGE.
 TR2688'NO OTHER MARKS WERE SET.
 TR2688'
 TR2688'THE STATION WAS REACHED BY SMALL BOAT, LANDING ON THE POINT AND
 TR2688'PACKING UP THE ROCKY BLUFF TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2438 ***********************************************************************
 TR2438  DESIGNATION -  EDIZ
 TR2438  PID         -  TR2438
 TR2438  STATE/COUNTY-  WA/CLALLAM
 TR2438  USGS QUAD   -  EDIZ HOOK (1978)
 TR2438
 TR2438                         *CURRENT SURVEY CONTROL
 TR2438  ___________________________________________________________________
 TR2438* NAD 83(1991)-  48 08 30.57228(N)    123 25 50.33472(W)     ADJUSTED  
 TR2438* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR2438  ___________________________________________________________________
 TR2438  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 TR2438  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 TR2438
 TR2438  HORZ ORDER  -  THIRD
 TR2438
 TR2438.The horizontal coordinates were established by classical geodetic methods
 TR2438.and adjusted by the National Geodetic Survey in December 1991..
 TR2438
 TR2438.The orthometric height was scaled from a topographic map.
 TR2438
 TR2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2438
 TR2438.The geoid height was determined by GEOID03.
 TR2438
 TR2438;                    North         East     Units Scale Factor Converg.
 TR2438;SPC WA N     -   130,212.279   306,754.118   MT  0.99994234   -1 56 01.5
 TR2438;SPC WA N     -   427,204.79  1,006,409.14   sFT  0.99994234   -1 56 01.5
 TR2438;UTM  10      - 5,332,153.422   467,963.736   MT  0.99961261   -0 19 14.7
 TR2438
 TR2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2438!SPC WA N     -   1.00000268  x   0.99994234  =   0.99994502
 TR2438!UTM  10      -   1.00000268  x   0.99961261  =   0.99961529
 TR2438
 TR2438|---------------------------------------------------------------------|
 TR2438| PID    Reference Object                     Distance      Geod. Az  |
 TR2438|                                                           dddmmss.s |
 TR2438| CF8678 EDIZ RM 2                            29.677 METERS 12729     |
 TR2438| TR2407 TWIN                                APPROX. 4.7 KM 1313420.9 |
 TR2438| TR2406 SURGE                               APPROX. 3.2 KM 1540902.6 |
 TR2438| TR2418 WEATHER BUREAU TOWER                APPROX. 2.6 KM 1854355.8 |
 TR2438| TR2417 SKAVDAL                             APPROX. 2.3 KM 1992905.8 |
 TR2438| TR2414 RUSTIC                              APPROX. 2.3 KM 2093941.5 |
 TR2438| TR2435 PORT ANGELES NELSON LUMBER CO STACK APPROX. 2.6 KM 2464201.1 |
 TR2438| TR2432 PORT ANGELES WASH PULP HI STK       APPROX. 2.7 KM 2543928.0 |
 TR2438| TR2427 SHINGLE                             APPROX. 1.6 KM 2613221.0 |
 TR2438| TR0786 EDIZ RM 1                            23.552 METERS 27223     |
 TR2438|---------------------------------------------------------------------|
 TR2438
 TR2438                          SUPERSEDED SURVEY CONTROL
 TR2438
 TR2438  NAD 83(1986)-  48 08 30.57112(N)    123 25 50.34326(W) AD(       ) 3
 TR2438  NAD 27      -  48 08 31.24000(N)    123 25 45.66900(W) AD(       ) 3
 TR2438
 TR2438.Superseded values are not recommended for survey control.
 TR2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2438.See file dsdata.txt to determine how the superseded data were derived.
 TR2438
 TR2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6796432153(NAD 83)
 TR2438_MARKER: Z = SEE DESCRIPTION
 TR2438_SETTING: 0 = UNSPECIFIED SETTING
 TR2438
 TR2438  HISTORY     - Date     Condition        Report By
 TR2438  HISTORY     - 1940     MONUMENTED       CGS
 TR2438  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TR2438  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR2438  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TR2438
 TR2438                          STATION DESCRIPTION
 TR2438
 TR2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FBT)
 TR2438'STATION IS LOCATED ON EDIZ HOOK, ABOUT 1.25 STATUTE MILES W OF THE
 TR2438'LIGHTHOUSE ALONG THE HIGHWAY.  60 FEET W OF TELEPHONE POLE
 TR2438'2008.  35 FEET N OF ROADWAY, BETWEEN TWO PARALLEL LINES OF
 TR2438'POLES.  35 FEET S OF STORM-WATER LINE.
 TR2438'
 TR2438'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 TR2438'4-INCH IRON SOIL PIPE 5 FEET LONG WHICH PROJECTS 6 INCHES ABOVE
 TR2438'THE GROUND.  THERE IS NO UNDERGROUND MARK.
 TR2438'
 TR2438'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN A 4-INCH
 TR2438'IRON SOIL PIPE, 5 FEET LONG.  LOCATED W OF STATION ALONG SPIT,
 TR2438'BETWEEN THE TWO LINES OF POLES, 37.7 FEET N OF THE CENTER LINE OF
 TR2438'ROADWAY, 35 FEET S OF STORM-WATER LINE, DIRECTLY N OF A GROUP OF
 TR2438'SHACKS.  THE MARK PROJECTS 14 INCHES.
 TR2438'
 TR2438'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN A 4-INCH
 TR2438'IRON SOIL PIPE 5 FEET LONG FILLED WITH CONCRETE.  SE OF THE STATION,
 TR2438'24 FEET S OF ROADWAY.  64 FEET N OF HIGH-WATER LINE.  THE MARK
 TR2438'PROJECTS 12 INCHES.
 TR2438'
 TR2438'HEIGHT OF TARGET ABOVE STATION MARK - 3.7 METERS.
 TR2438
 TR2438                          STATION RECOVERY (1948)
 TR2438
 TR2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JCP)
 TR2438'R.M.S 1 AND 2 WERE RECOVERED AS DESCRIBED IN 1940 EXCEPT FOR THE
 TR2438'FOLLOWING CORRECTION--THE CORRECT DISTANCE FOR R.M. 1 IS 28.552
 TR2438'METERS (93.68 FEET) INSTEAD OF 23.552 METERS (93.68 FEET).
 TR2438'
 TR2438'THE ORIGINAL STATION MARK HAS BEEN DESTROYED.  THE U.S. ENGINEERS
 TR2438'HAD DRIVEN A STAKE IN THE ORIGINAL SITE AND THE DISTANCES FROM
 TR2438'R.M. 1 AND R.M. 2 CHECKED THE TACK WHICH HAD BEEN DRIVEN IN TOP OF
 TR2438'THE STAKE.  A NEW MARK COULD BE RESET ON THIS SITE, WHICH WOULD BE
 TR2438'0.85 MILE W OF THE EDIZ HOOK LIGHTHOUSE.  354 METERS W OF THE
 TR2438'PILOT STATION.  68.9 FEET W OF TELEPHONE POLE 64.  35 FEET N OF
 TR2438'CENTER LINE OF ROADWAY.  35 FEET S OF STORM-WATER LINE.  AND
 TR2438'BETWEEN TWO PARALLEL LINES OF POLES.
 TR2438
 TR2438                          STATION RECOVERY (1954)
 TR2438
 TR2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CP)
 TR2438'THE STATION WAS REPORTED DESTROYED IN 1948, AND IT WAS NOT FOUND IN
 TR2438'1954.  NO EVIDENCE OF REFERENCE MARK 2 WAS FOUND IN 1954.  REFERENCE
 TR2438'MARK 1 WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  IT IS
 TR2438'RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
 TR2438
 TR2438                          STATION RECOVERY (1974)
 TR2438
 TR2438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 TR2438'THE STATION MARK AND REFERENCE MARK 2 WERE NOT RECOVERED IN JUNE OF
 TR2438'1974.  REPORTED DESTROYED IN 1948.  REFERENCE MARK 1 WAS FOUND IN
 TR2438'GOOD CONDITION.  TO REACH EDIZ RM 1 GO NORTHWEST ALONG MARINE DRIVE
 TR2438'FROM THE JUNCTION OF TUMWATER STREET IN PORT ANGELES, THENCE GO
 TR2438'ABOUT 1.7 MILES EAST ALONG A PAVED ROAD ON EDIZ HOOK TO MARK ON
 TR2438'LEFT, THE MARK IS ABOUT 0.25 MILE WEST OF THE ENTRANCE GATE TO
 TR2438'THE U.S. COAST GUARD AIR STATION ON EDIZ HOOK, 26-1/2 FEET NORTH
 TR2438'OF THE CENTER LINE OF ROAD, 73 FEET NORTHWEST OF AND ACROSS
 TR2438'THE ROAD FROM A POWER LINE POLE, 3.8 FEET NORTHWEST OF A WOODEN
 TR2438'POST SUPPORTING A NO OVERNIGHT CAMPING SIGN, 3 FEET SOUTH
 TR2438'OF THE NORTH ONE OF THREE 8-INCH CONCRETE POSTS PROJECTING 2
 TR2438'FEET WHICH PROTECT THE MARK, AND SET IN THE TOP OF A 5-FOOT-LONG
 TR2438'CONCRETE FILLED 4-INCH IRON SOIL PIPE WHICH PROJECTS 0.1 FOOT ABOVE
 TR2438'THE LEVEL OF THE GROUND.  THE MARK IS STAMPED EDIZ NO 1
 TR2438'1940.
 TR2438'
 TR2438'WHEN ESTABLISHED, THE MARK WAS REPORTED AS PROJECTING 14 INCHES.
 TR2438'
 TR2438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR2438'ON EDIZ HOOK, PORT ANGELES, WASHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2445 ***********************************************************************
 TR2445  DESIGNATION -  EDIZ 2
 TR2445  PID         -  TR2445
 TR2445  STATE/COUNTY-  WA/CLALLAM
 TR2445  USGS QUAD   -  EDIZ HOOK (1978)
 TR2445
 TR2445                         *CURRENT SURVEY CONTROL
 TR2445  ___________________________________________________________________
 TR2445* NAD 83(1998)-  48 08 31.02424(N)    123 25 51.55531(W)     ADJUSTED  
 TR2445* NAVD 88     -         3.96   (meters)      13.0    (feet)  RESET     
 TR2445  ___________________________________________________________________
 TR2445  X           -  -2,349,155.069 (meters)                     COMP
 TR2445  Y           -  -3,558,491.414 (meters)                     COMP
 TR2445  Z           -   4,727,411.053 (meters)                     COMP
 TR2445  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 TR2445  ELLIP HEIGHT-         -16.32  (meters)          (06/17/02) GPS OBS
 TR2445  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 TR2445
 TR2445  HORZ ORDER  -  THIRD
 TR2445  VERT ORDER  -  THIRD
 TR2445  ELLP ORDER  -  FOURTH    CLASS I
 TR2445
 TR2445.The horizontal coordinates were established by classical geodetic methods
 TR2445.and adjusted by the National Geodetic Survey in June 2002..
 TR2445.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TR2445.DATUM ITEM on the data sheet items page.
 TR2445
 TR2445.The orthometric height was computed from unverified reset data.
 TR2445.No vertical observational check was made to the station.
 TR2445
 TR2445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TR2445
 TR2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2445
 TR2445.The ellipsoidal height was determined by GPS observations
 TR2445.and is referenced to NAD 83.
 TR2445
 TR2445.The geoid height was determined by GEOID03.
 TR2445
 TR2445;                    North         East     Units Scale Factor Converg.
 TR2445;SPC WA N     -   130,227.081   306,729.373   MT  0.99994234   -1 56 02.4
 TR2445;SPC WA N     -   427,253.35  1,006,327.95   sFT  0.99994234   -1 56 02.4
 TR2445;UTM  10      - 5,332,167.517   467,938.592   MT  0.99961263   -0 19 15.6
 TR2445
 TR2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2445!SPC WA N     -   1.00000256  x   0.99994234  =   0.99994490
 TR2445!UTM  10      -   1.00000256  x   0.99961263  =   0.99961519
 TR2445
 TR2445|---------------------------------------------------------------------|
 TR2445| PID    Reference Object                     Distance      Geod. Az  |
 TR2445|                                                           dddmmss.s |
 TR2445| TR2737 EDIZ 2 RM 3                           2.592 METERS 01540     |
 TR2445| TR2439 EDIZ HOOK LIGHTHOUSE                APPROX. 1.6 KM 0963438.2 |
 TR2445| TR2446 EDIZ 2 AZ MK                        APPROX. 0.7 KM 2663144.7 |
 TR2445| TR2736 EDIZ 2 RM 4                           4.225 METERS 27900     |
 TR2445|---------------------------------------------------------------------|
 TR2445
 TR2445                          SUPERSEDED SURVEY CONTROL
 TR2445
 TR2445  NAD 83(1991)-  48 08 31.02136(N)    123 25 51.55653(W) AD(       ) 3
 TR2445  ELLIP H (12/09/91)  -16.09   (m)                       GP(       ) 4 1
 TR2445  NAD 83(1986)-  48 08 31.02028(N)    123 25 51.56501(W) AD(       ) 3
 TR2445  NAD 27      -  48 08 31.68762(N)    123 25 46.88805(W) AD(       ) 3
 TR2445  NGVD 29 (07/19/86)    2.83   (m)            9.3    (f) LEVELING    3  
 TR2445
 TR2445.Superseded values are not recommended for survey control.
 TR2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2445.See file dsdata.txt to determine how the superseded data were derived.
 TR2445
 TR2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6793932168(NAD 83)
 TR2445_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR2445_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2445+STABILITY: SURFACE MOTION
 TR2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2445+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2002
 TR2445
 TR2445  HISTORY     - Date     Condition        Report By
 TR2445  HISTORY     - 1981     MONUMENTED       NGS
 TR2445  HISTORY     - 1988     GOOD             NGS
 TR2445  HISTORY     - 20020510 GOOD             INDIV
 TR2445
 TR2445                          STATION DESCRIPTION
 TR2445
 TR2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 TR2445'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 TR2445'REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 TR2445'CONDITION BUT NO ANGLES OR DISTANCES WERE MEASURED TO VERIFY THE
 TR2445'POSITION OF ANY OF THE MARKS.  A COMPLETE DESCRIPTION FOLLOWS.
 TR2445'
 TR2445'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHEAST OF PORT ANGELES,
 TR2445'0.4 KM (0.25 MI) WEST OF THE ENTRANCE GATE TO THE EDIZ HOOK COAST
 TR2445'GUARD STATION AND AT THE BASE OF THE ROCK SEAWALL.
 TR2445'
 TR2445'TO REACH THE STATION FROM THE INTERSECTION OF FRONT STREET AND
 TR2445'LINCOLN STREET IN PORT ANGELES GO WEST ON FRONT STREET FOR 0.64 KM
 TR2445'(0.4 MI) TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE WESTERLY ON
 TR2445'MARINE DRIVE FOR 2.9 KM (1.8 MI) TO A STOP SIGN AT THE
 TR2445'CROWN-ZELLERBACH PAPER COMPANY.  CONTINUE AHEAD ON THE MAIN ROAD
 TR2445'NORTHEASTERLY FOR 2.82 KM (1.75 MI) TO THE STATION ON THE LEFT.
 TR2445'THIS POINT IS 0.40 KM (0.25 MI) WEST OF THE ENTRANCE GATE TO THE
 TR2445'EDIZ HOOK COAST GUARD STATION.
 TR2445'
 TR2445'THE STATION MARK IS A STANDARD NGS DISK STAMPED---EDIZ 2 1981---SET
 TR2445'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 30 CM (12 INCHES) IN
 TR2445'DIAMETER AND PROJECTS 15 CM (6 INCHES) ABOVE THE GROUND SURFACE.  IT
 TR2445'IS 30.5 M (100 FT) NORTH-NORTHWEST OF A POWER LINE POLE, 23.8 M
 TR2445'(78 FT) NORTH OF THE CENTER OF THE SURFACED ROAD, 13.3 M (43.5 FT)
 TR2445'NORTH OF A PARKING SIGN 0.9 M (3 FT) WEST OF A WITNESS POST AND
 TR2445'0.3 M (1 FT) SOUTH OF THE SOUTH EDGE OF THE ROCK SEAWALL.
 TR2445'
 TR2445'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 TR2445'STAMPED---EDIZ 2 NO 4 1981---,
 TR2445'SET INTO A DRILL HOLE IN A BOULDER THAT IS 1.2 M (4 FT) IN THE
 TR2445'LARGEST DIMENSION.
 TR2445'IT IS 24.7 M (81 FT) NORTH OF THE CENTER OF THE SURFACED ROAD,
 TR2445'5.2 M (17 FT) WEST OF THE WITNESS POST, 0.9 M (3 FT) NORTH OF THE
 TR2445'SOUTH EDGE OF THE ROCK SEAWALL AND 0.9 M (3 FT) HIGHER THAN THE
 TR2445'STATION.
 TR2445'
 TR2445'REFERENCE MARK NO 3 IS A STANDARD NGS REFERENCE MARK DISK STAMPED---
 TR2445'---EDIZ 2 NO 3 1981---SET IN A DRILL HOLE IN A BOULDER THAT IS
 TR2445'2.1 M (7 FT) IN THE LARGEST DIMENSION.  IT IS 26.8 M (88 FT) NORTH
 TR2445'OF THE CENTER OF THE SURFACED ROAD, 15.8 M (52 FT) NORTH OF A
 TR2445'PARKING SIGN, 2.6 M (8.5 FT) NORTH OF A WITNESS POST AND 0.9 M
 TR2445'(3 FT) HIGHER THAN THE STATION.
 TR2445'
 TR2445'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 TR2445'
 TR2445'DESCRIBED BY DA WEGENAST.
 TR2445
 TR2445                          STATION RECOVERY (2002)
 TR2445
 TR2445'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (THM)
 TR2445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2446 ***********************************************************************
 TR2446  DESIGNATION -  EDIZ 2 AZ MK
 TR2446  PID         -  TR2446
 TR2446  STATE/COUNTY-  WA/CLALLAM
 TR2446  USGS QUAD   -  EDIZ HOOK (1978)
 TR2446
 TR2446                         *CURRENT SURVEY CONTROL
 TR2446  ___________________________________________________________________
 TR2446* NAD 83(1991)-  48 08 29.63268(N)    123 26 25.72868(W)     ADJUSTED  
 TR2446* NAVD 88     -         5.22   (meters)      17.1    (feet)  RESET     
 TR2446  ___________________________________________________________________
 TR2446  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 TR2446  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 TR2446
 TR2446  HORZ ORDER  -  THIRD
 TR2446  VERT ORDER  -  THIRD
 TR2446
 TR2446.The horizontal coordinates were established by classical geodetic methods
 TR2446.and adjusted by the National Geodetic Survey in December 1991..
 TR2446.No horizontal observational check was made to the station.
 TR2446
 TR2446.The orthometric height was computed from unverified reset data.
 TR2446.No vertical observational check was made to the station.
 TR2446
 TR2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2446
 TR2446.The geoid height was determined by GEOID03.
 TR2446
 TR2446;                    North         East     Units Scale Factor Converg.
 TR2446;SPC WA N     -   130,208.011   306,021.918   MT  0.99994234   -1 56 27.9
 TR2446;SPC WA N     -   427,190.78  1,004,006.91   sFT  0.99994234   -1 56 27.9
 TR2446;UTM  10      - 5,332,128.553   467,232.187   MT  0.99961319   -0 19 41.1
 TR2446
 TR2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2446!SPC WA N     -   1.00000235  x   0.99994234  =   0.99994469
 TR2446!UTM  10      -   1.00000235  x   0.99961319  =   0.99961554
 TR2446
 TR2446:                Primary Azimuth Mark                     Grid Az
 TR2446:SPC WA N     -  EDIZ 2                                   088 27 47.1
 TR2446:UTM  10      -  EDIZ 2                                   086 51 00.3
 TR2446
 TR2446|---------------------------------------------------------------------|
 TR2446| PID    Reference Object                     Distance      Geod. Az  |
 TR2446|                                                           dddmmss.s |
 TR2446| TR2445 EDIZ 2                              APPROX. 0.7 KM 0863119.2 |
 TR2446| TR2439 EDIZ HOOK LIGHTHOUSE                APPROX. 2.3 KM 0932909.5 |
 TR2446|---------------------------------------------------------------------|
 TR2446
 TR2446                          SUPERSEDED SURVEY CONTROL
 TR2446
 TR2446  NAD 83(1986)-  48 08 29.63165(N)    123 26 25.73722(W) AD(       ) 3
 TR2446  NAD 27      -  48 08 30.29923(N)    123 26 21.05929(W) AD(       ) 3
 TR2446  NGVD 29 (07/19/86)    4.09   (m)           13.4    (f) LEVELING    3  
 TR2446
 TR2446.Superseded values are not recommended for survey control.
 TR2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2446.See file dsdata.txt to determine how the superseded data were derived.
 TR2446
 TR2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6723232129(NAD 83)
 TR2446_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2446_SETTING: 80 = SET IN A BOULDER
 TR2446_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TR2446_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2446+STABILITY: SURFACE MOTION
 TR2446
 TR2446  HISTORY     - Date     Condition        Report By
 TR2446  HISTORY     - 1981     MONUMENTED       NGS
 TR2446  HISTORY     - 1988     GOOD             NGS
 TR2446
 TR2446                          STATION DESCRIPTION
 TR2446
 TR2446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 TR2446'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 TR2446'NO ANGLES OR DISTANCES WERE MEASURED FROM THIS STATION AT THIS
 TR2446'DATE.
 TR2446'
 TR2446'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHEAST OF PORT
 TR2446'ANGLES, ON A SAND SPIT  LOCALLY KNOWN AS EDIZ HOOK ANED 0.4 KM
 TR2446'(0.25 MI) WEST OF THE ENTRANCE TO THE EDIZ HOOK COAST GUARD STATION.
 TR2446'
 TR2446'TO REACH THE STATION FROM THE INTERSECTION OF FRONT STREET AND
 TR2446'LINCOLN STREEET IN PORT ANGELES GO WEST ON FRONT STREET FOPR 0.64 KM
 TR2446'(0.4 MI) TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE WEST ON
 TR2446'MARINE DRIVE FOR 2.9 KM (1.8 MI) TO A STOP SIGN AT THE
 TR2446'CROWN-ZELLERBACH PAPER COMPANY.  CONTINUE AHEAD NORTHEAST ON THE
 TR2446'SURFACED ROAD FOR 2.11 KM (1.35 MI) TO THE STATION ON THE LEFT, IN
 TR2446'THE SEAWALL.
 TR2446'
 TR2446'THE STATION MARK IS A STNADARD NGS AZIMUTH MARK DISK STAMPED---
 TR2446'---EDIZ 2 1981---SET IN A DRILLHOLE IN A BOULDER THAT IS 2.4 M
 TR2446'(8 FT) IN THE LARGEST DIMENSION.  IT IS 25.9 M  (65 FT)
 TR2446'EAST-NORTHEAST OF A POWER LINE POLE, 4.3 M (14 FT) NORTH OF THE
 TR2446'CENTER OF THE ROAD, 0.9 M (3 FT) NORTHWEST OF A WITNESS POST AND
 TR2446'1.5 M (5 FT) HIGHER THAN THE ROADWAY.
 TR2446'
 TR2446'DESCRIBED BY DA WEGENAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2737 ***********************************************************************
 TR2737  DESIGNATION -  EDIZ 2 RM 3
 TR2737  PID         -  TR2737
 TR2737  STATE/COUNTY-  WA/CLALLAM
 TR2737  USGS QUAD   -  EDIZ HOOK (1978)
 TR2737
 TR2737                         *CURRENT SURVEY CONTROL
 TR2737  ___________________________________________________________________
 TR2737* NAD 83(1986)-  48 08 30.     (N)    123 25 51.     (W)     SCALED    
 TR2737* NAVD 88     -         4.44   (meters)      14.6    (feet)  RESET     
 TR2737  ___________________________________________________________________
 TR2737  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 TR2737
 TR2737  VERT ORDER  -  THIRD
 TR2737
 TR2737.The horizontal coordinates were scaled from a topographic map and have
 TR2737.an estimated accuracy of +/- 6 seconds.
 TR2737
 TR2737.The orthometric height was computed from unverified reset data.
 TR2737.No vertical observational check was made to the station.
 TR2737
 TR2737.The geoid height was determined by GEOID03.
 TR2737
 TR2737;                    North         East    Units  Estimated Accuracy
 TR2737;SPC WA N     -   130,200.      306,740.      MT  (+/- 180 meters Scaled)
 TR2737
 TR2737                          SUPERSEDED SURVEY CONTROL
 TR2737
 TR2737.No superseded survey control is available for this station.
 TR2737
 TR2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU679321(NAD 83)
 TR2737_MARKER: DR = REFERENCE MARK DISK
 TR2737_SETTING: 80 = SET IN A BOULDER
 TR2737_SP_SET: BOULDER
 TR2737_STAMPING: EDIZ 2 NO 3 1981
 TR2737_MARK LOGO: NGS   
 TR2737_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2737+STABILITY: SURFACE MOTION
 TR2737
 TR2737  HISTORY     - Date     Condition        Report By
 TR2737  HISTORY     - 1981     MONUMENTED       NGS
 TR2737  HISTORY     - 19811204 GOOD             NGS
 TR2737
 TR2737                          STATION DESCRIPTION
 TR2737
 TR2737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TR2737'2.09 KM (1.30 MI) NORTHWEST ALONG MARINE DRIVE FROM THE JUNCTION OF
 TR2737'TUMWATER STREET IN PORT ANGLES, THENCE 2.74 KM (1.70 MI) EAST ALONG
 TR2737'THE MAIN ROAD ON EDIZ HOOK, 0.4 KM (0.25 MI) WEST OF THE COAST GUARD
 TR2737'GUARD GATE, 26.8 M (87.9 FT) NORTH OF THE CENTER OF THE ROAD, 15.8 M
 TR2737'(51.8 FT) NORTH OF THE NO OVERNIGHT PARKING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2736 ***********************************************************************
 TR2736  DESIGNATION -  EDIZ 2 RM 4
 TR2736  PID         -  TR2736
 TR2736  STATE/COUNTY-  WA/CLALLAM
 TR2736  USGS QUAD   -  EDIZ HOOK (1978)
 TR2736
 TR2736                         *CURRENT SURVEY CONTROL
 TR2736  ___________________________________________________________________
 TR2736* NAD 83(1986)-  48 08 30.     (N)    123 25 51.     (W)     SCALED    
 TR2736* NAVD 88     -         4.66   (meters)      15.3    (feet)  RESET     
 TR2736  ___________________________________________________________________
 TR2736  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 TR2736
 TR2736  VERT ORDER  -  THIRD
 TR2736
 TR2736.The horizontal coordinates were scaled from a topographic map and have
 TR2736.an estimated accuracy of +/- 6 seconds.
 TR2736
 TR2736.The orthometric height was computed from unverified reset data.
 TR2736.No vertical observational check was made to the station.
 TR2736
 TR2736.The geoid height was determined by GEOID03.
 TR2736
 TR2736;                    North         East    Units  Estimated Accuracy
 TR2736;SPC WA N     -   130,200.      306,740.      MT  (+/- 180 meters Scaled)
 TR2736
 TR2736                          SUPERSEDED SURVEY CONTROL
 TR2736
 TR2736.No superseded survey control is available for this station.
 TR2736
 TR2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU679321(NAD 83)
 TR2736_MARKER: DR = REFERENCE MARK DISK
 TR2736_SETTING: 80 = SET IN A BOULDER
 TR2736_SP_SET: BOULDER
 TR2736_STAMPING: EDIZ 2 NO 4 1981
 TR2736_MARK LOGO: NGS   
 TR2736_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2736+STABILITY: SURFACE MOTION
 TR2736
 TR2736  HISTORY     - Date     Condition        Report By
 TR2736  HISTORY     - 1981     MONUMENTED       NGS
 TR2736  HISTORY     - 19811204 GOOD             NGS
 TR2736
 TR2736                          STATION DESCRIPTION
 TR2736
 TR2736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TR2736'2.09 KM (1.30 MI) NORTHWEST ALONG MARINE DRIVE FROM THE JUNCTION OF
 TR2736'TUMWATER STREET IN PORT ANGLES, THENCE 2.74 KM (1.70 MI) EAST ALONG
 TR2736'THE MAIN ROAD ON EDIZ HOOK, 0.4 KM (0.25 MI) WEST OF THE COAST GUARD
 TR2736'GUARD GATE, 24.7 M (81.0 FT) NORTH OF THE CENTER OF THE ROAD, 13.4 M
 TR2736'(44.0 FT) NORTH OF THE NO OVERNIGHT PARKING SIGN, 0.9 M (3.0 FT)
 TR2736'NORTH OF THE SOUTH EDGE OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2439 ***********************************************************************
 TR2439  DESIGNATION -  EDIZ HOOK LIGHTHOUSE
 TR2439  PID         -  TR2439
 TR2439  STATE/COUNTY-  WA/CLALLAM
 TR2439  USGS QUAD   -  EDIZ HOOK (1978)
 TR2439
 TR2439                         *CURRENT SURVEY CONTROL
 TR2439  ___________________________________________________________________
 TR2439* NAD 83(1991)-  48 08 25.10010(N)    123 24 34.91888(W)     ADJUSTED  
 TR2439* NAVD 88     -                                                        
 TR2439  ___________________________________________________________________
 TR2439  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 TR2439  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 TR2439
 TR2439  HORZ ORDER  -  THIRD
 TR2439
 TR2439.This mark is at Port Angeles Cgas Airport (NOW)
 TR2439
 TR2439.The horizontal coordinates were established by classical geodetic methods
 TR2439.and adjusted by the National Geodetic Survey in December 1991..
 TR2439
 TR2439
 TR2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2439
 TR2439.The geoid height was determined by GEOID03.
 TR2439
 TR2439;                    North         East     Units Scale Factor Converg.
 TR2439;SPC WA N     -   129,990.972   308,306.516   MT  0.99994233   -1 55 05.4
 TR2439;SPC WA N     -   426,478.71  1,011,502.29   sFT  0.99994233   -1 55 05.4
 TR2439;UTM  10      - 5,331,975.959   469,521.233   MT  0.99961141   -0 18 18.5
 TR2439
 TR2439                          SUPERSEDED SURVEY CONTROL
 TR2439
 TR2439  NAD 83(1986)-  48 08 25.09882(N)    123 24 34.92733(W) AD(       ) 4
 TR2439  NAD 27      -  48 08 25.76500(N)    123 24 30.24500(W) AD(       ) 3
 TR2439
 TR2439.Superseded values are not recommended for survey control.
 TR2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2439.See file dsdata.txt to determine how the superseded data were derived.
 TR2439
 TR2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU6952131976(NAD 83)
 TR2439_MARKER: 13 = LIGHTHOUSE
 TR2439
 TR2439  HISTORY     - Date     Condition        Report By
 TR2439  HISTORY     - 1948     FIRST OBSERVED   CGS
 TR2439  HISTORY     - 1951     GOOD             CGS
 TR2439  HISTORY     - 1955     GOOD             CGS
 TR2439  HISTORY     - 1957     GOOD             USN
 TR2439  HISTORY     - 1966     GOOD             CGS
 TR2439  HISTORY     - 1978     GOOD             NOS
 TR2439  HISTORY     - 1979     GOOD             NGS
 TR2439
 TR2439                          STATION DESCRIPTION
 TR2439
 TR2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (JCP)
 TR2439'THE STATION IS THE TOP OF THE LIGHT STAFF LOCATED ON TOP OF A WHITE
 TR2439'HOUSE BUILT OVER A STEEL TOWER, 82 FEET ABOVE MEAN HIGH WATER, AND
 TR2439'620 METERS W OF THE E END OF THE SPIT.  THE STRUCTURE WAS BUILT IN
 TR2439'1946 REPLACING THE NEW EDIZ HOOK LIGHTHOUSE WHICH WAS LOCATED NEAR
 TR2439'THE END OF THE SPIT.  IT STANDS NEAR THE E SIDE OF ONE OF THE
 TR2439'LARGE U.S. COAST GUARD BUILDINGS WHERE IT INTERFERES LEAST WITH
 TR2439'PLANES LANDING AND TAKING OFF FROM THE AIRFIELD.
 TR2439
 TR2439                          STATION RECOVERY (1951)
 TR2439
 TR2439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CVM)
 TR2439'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THAT THE STEEL TOWER
 TR2439'AND WHITE HOUSE REFERRED TO IN THE ORIGINAL DESCRIPTION SHOULD BE
 TR2439'REFERRED TO AS THE CONTROL TOWER FOR THE COAST GUARD AIR STATION.
 TR2439
 TR2439                          STATION RECOVERY (1955)
 TR2439
 TR2439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 TR2439'THE BEACON IS LOCATED NORTH OF PORT ANGELES AT THE COAST GUARD
 TR2439'STATION NEAR THE TIP OF EDIZ HOOK.  IT IS ON THE TOP OF THE CONTROL
 TR2439'TOWER, A 4-LEGGED STRUCTURE THAT IS ABOUT 18 FEET SQUARE AND IS
 TR2439'PAINTED WHITE, THAT IS 78 FEET ABOVE THE GROUND.  THERE IS A
 TR2439'DOUBLE FACED WHITE LIGHT ON THE TOP WITH 1 GREEN LIGHT JUST BELOW.
 TR2439'THE SERIES OF THE FLASHES IS 2 WHITE AND 1 GREEN.  THE POINT
 TR2439'OF INTERSECTION IS THE TOP OF THE TOP LIGHT.
 TR2439
 TR2439                          STATION RECOVERY (1957)
 TR2439
 TR2439'RECOVERY NOTE BY US NAVY 1957 (CDG)
 TR2439'STATION RECOVERED AS DESCRIBED AND IN GOOD REPAIR.  THIS IS ALSO
 TR2439'UTILIZED AS AN AIR BEACON FOR THE USCG AIRSTRIP.
 TR2439
 TR2439                          STATION RECOVERY (1966)
 TR2439
 TR2439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RBM)
 TR2439'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1948
 TR2439'AND 1951.
 TR2439
 TR2439                          STATION RECOVERY (1978)
 TR2439
 TR2439'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 TR2439'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR2439
 TR2439                          STATION RECOVERY (1979)
 TR2439
 TR2439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR2439'RECOVERED AS DESCRIBED IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0786 ***********************************************************************
 TR0786  DESIGNATION -  EDIZ RM 1
 TR0786  PID         -  TR0786
 TR0786  STATE/COUNTY-  WA/CLALLAM
 TR0786  USGS QUAD   -  EDIZ HOOK (1978)
 TR0786
 TR0786                         *CURRENT SURVEY CONTROL
 TR0786  ___________________________________________________________________
 TR0786* NAD 83(1986)-  48 08 30.     (N)    123 25 49.     (W)     SCALED    
 TR0786* NAVD 88     -         4.023  (meters)      13.20   (feet)  ADJUSTED  
 TR0786  ___________________________________________________________________
 TR0786  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 TR0786  DYNAMIC HT  -           4.024 (meters)      13.20  (feet)  COMP
 TR0786  MODELED GRAV-     980,887.1   (mgal)                       NAVD 88
 TR0786
 TR0786  VERT ORDER  -  FIRST     CLASS I
 TR0786
 TR0786.The horizontal coordinates were scaled from a topographic map and have
 TR0786.an estimated accuracy of +/- 6 seconds.
 TR0786
 TR0786.The orthometric height was determined by differential leveling
 TR0786.and adjusted by the National Geodetic Survey in June 1991..
 TR0786
 TR0786.The geoid height was determined by GEOID03.
 TR0786
 TR0786.The dynamic height is computed by dividing the NAVD 88
 TR0786.geopotential number by the normal gravity value computed on the
 TR0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0786.degrees latitude (g = 980.6199 gals.).
 TR0786
 TR0786.The modeled gravity was interpolated from observed gravity values.
 TR0786
 TR0786;                    North         East    Units  Estimated Accuracy
 TR0786;SPC WA N     -   130,190.      306,780.      MT  (+/- 180 meters Scaled)
 TR0786
 TR0786                          SUPERSEDED SURVEY CONTROL
 TR0786
 TR0786  NGVD 29 (??/??/92)    2.897  (m)            9.50   (f) ADJ UNCH    1 1
 TR0786
 TR0786.Superseded values are not recommended for survey control.
 TR0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0786.See file dsdata.txt to determine how the superseded data were derived.
 TR0786
 TR0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU679321(NAD 83)
 TR0786_MARKER: DR = REFERENCE MARK DISK
 TR0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0786_SP_SET: IRON SOIL PIPE
 TR0786_STAMPING: EDIZ NO 1 1940
 TR0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0786
 TR0786  HISTORY     - Date     Condition        Report By
 TR0786  HISTORY     - 1940     MONUMENTED       CGS
 TR0786  HISTORY     - 1974     GOOD             NGS
 TR0786  HISTORY     - 19910716 GOOD             USPSQD
 TR0786
 TR0786                          STATION DESCRIPTION
 TR0786
 TR0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0786'IN PORT ANGELES.
 TR0786'AT PORT ANGELES, ABOUT 1.3 MILES NORTHWEST ALONG MARINE DRIVE FROM THE
 TR0786'JUNCTION OF TUMWATER STREET, THENCE ABOUT 1.7 MILES EAST ALONG A PAVED
 TR0786'ROAD ON EDIZ HOOK, 0.25 MILE WEST OF THE ENTRANCE GATE TO U. S. COAST
 TR0786'GUARD AIR STATION ON EDIZ HOOK, 26 1/2 FEET NORTH OF THE CENTER LINE
 TR0786'OF ROAD, 73 FEET NORTHWEST OF AND ACROSS ROAD FROM A POWER LINE POLE,
 TR0786'3.8 FEET NORTHWEST OF A 4-BY 4-INCH WOODEN POST SUPPORTING A NO
 TR0786'OVERNIGHT CAMPING SIGN, 3 FEET SOUTH OF THE NORTH ONE OF THREE 8-INCH
 TR0786'CONCRETE POSTS PROJECTING 2 FEET WHICH PROTECT THE MARK, AND SET IN
 TR0786'THE TOP OF A 5-FOOT-LONG CONCRETE FILLED 4-INCH IRON SOIL PIPE WHICH
 TR0786'PROJECTS 0.1 FOOT ABOVE THE LEVEL OF THE GROUND.
 TR0786
 TR0786                          STATION RECOVERY (1991)
 TR0786
 TR0786'RECOVERY NOTE BY US POWER SQUADRON 1991 (PES)
 TR0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4918 ***********************************************************************
 SY4918  DESIGNATION -  EDMONDS BREAKWATER LIGHT
 SY4918  PID         -  SY4918
 SY4918  STATE/COUNTY-  WA/SNOHOMISH
 SY4918  USGS QUAD   -  EDMONDS WEST (1978)
 SY4918
 SY4918                         *CURRENT SURVEY CONTROL
 SY4918  ___________________________________________________________________
 SY4918* NAD 83(1991)-  47 48 25.05626(N)    122 23 43.26075(W)     ADJUSTED  
 SY4918* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY4918  ___________________________________________________________________
 SY4918  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 SY4918  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY4918
 SY4918  HORZ ORDER  -  THIRD
 SY4918
 SY4918.The horizontal coordinates were established by classical geodetic methods
 SY4918.and adjusted by the National Geodetic Survey in December 1991..
 SY4918
 SY4918.The orthometric height was scaled from a topographic map.
 SY4918
 SY4918.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4918
 SY4918.The geoid height was determined by GEOID03.
 SY4918
 SY4918;                    North         East     Units Scale Factor Converg.
 SY4918;SPC WA N     -    90,906.554   383,012.820   MT  0.99995691   -1 09 46.6
 SY4918;SPC WA N     -   298,249.25  1,256,601.23   sFT  0.99995691   -1 09 46.6
 SY4918;UTM  10      - 5,295,021.987   545,272.082   MT  0.99962518   +0 26 52.7
 SY4918
 SY4918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4918!SPC WA N     -   1.00000301  x   0.99995691  =   0.99995992
 SY4918!UTM  10      -   1.00000301  x   0.99962518  =   0.99962819
 SY4918
 SY4918:                Primary Azimuth Mark                     Grid Az
 SY4918:SPC WA N     -  EDMONDS SM BOAT HBR ENT LT 1             046 29 22.9
 SY4918:UTM  10      -  EDMONDS SM BOAT HBR ENT LT 1             044 52 43.6
 SY4918
 SY4918|---------------------------------------------------------------------|
 SY4918| PID    Reference Object                     Distance      Geod. Az  |
 SY4918|                                                           dddmmss.s |
 SY4918| SY4925 EDMONDS SM BOAT HBR ENT LT 1        427.825 METERS 0451936.3 |
 SY4918| SY4924 EDMONDS SM BOAT HBR ENT LT 2        338.130 METERS 04913     |
 SY4918| SY4908 EDMONDS SM BOAT HBR ENT LT 3        375.566 METERS 05457     |
 SY4918| SY4941 US NAVY DEGAUSSING RNG MK 1961      APPROX. 8.0 KM 2250710.5 |
 SY4918| SY4927 APPLE COVE POINT LIGHT              APPROX. 6.5 KM 2774051.5 |
 SY4918|---------------------------------------------------------------------|
 SY4918
 SY4918                          SUPERSEDED SURVEY CONTROL
 SY4918
 SY4918  NAD 83(1986)-  47 48 25.05175(N)    122 23 43.26437(W) AD(       ) 3
 SY4918  NAD 27      -  47 48 25.70018(N)    122 23 38.78159(W) AD(       ) 3
 SY4918
 SY4918.Superseded values are not recommended for survey control.
 SY4918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4918.See file dsdata.txt to determine how the superseded data were derived.
 SY4918
 SY4918_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4527295022(NAD 83)
 SY4918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4918+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 SY4918
 SY4918  HISTORY     - Date     Condition        Report By
 SY4918  HISTORY     - 1962     MONUMENTED       CGS
 SY4918  HISTORY     - 1988     POOR             USPSQD
 SY4918  HISTORY     - 20020819 GOOD             USPSQD
 SY4918
 SY4918                          STATION DESCRIPTION
 SY4918
 SY4918'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (FN)
 SY4918'THE STATION IS LOCATED ALONG THE WEST SHORE OF PUGET SOUND, IN THE
 SY4918'SOUTHWEST SECTION OF THE CITY OF EDMONDS AND ABOUT 3/4 MILE
 SY4918'SOUTHWEST OF THE FERRY SLIP AT EDMONDS.
 SY4918'
 SY4918'THE STATION IS THE CENTER OF A WHITE FLASHING LIGHT ATOP A FOUR
 SY4918'FOOT HIGH PIPE TRIPOD THAT RESTS ON A 3-1/2 FOOT SQUARE CONCRETE
 SY4918'BASE.  THE LIGHT IS NEAR THE SOUTHWEST CORNER OF THE BOULDER
 SY4918'BREAKWATER OF THE SMALL BOAT BASIN, AND IS ON TOP OF THE BREAKWATER
 SY4918'AND ABOUT 1100 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 SY4918'BREAKWATER.  THE LIGHT IS DESIGNATED AS NO. 1773.2 IN THE
 SY4918'PUBLICATION LIST OF LIGHTS AND OTHER MARINE AIDS, VOLUME III,
 SY4918'PACIFIC ISLANDS, 1962.
 SY4918
 SY4918                          STATION RECOVERY (1988)
 SY4918
 SY4918'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAK)
 SY4918'MARK RECOVERED IN POOR CONDITION.
 SY4918
 SY4918                          STATION RECOVERY (2002)
 SY4918
 SY4918'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY4918'CORRECTION, STATION IS LOCATED ON THE EAST SHORE OF PUGET SOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4887 ***********************************************************************
 SY4887  DESIGNATION -  EDMONDS CHURCH SPIRE
 SY4887  PID         -  SY4887
 SY4887  STATE/COUNTY-  WA/SNOHOMISH
 SY4887  USGS QUAD   -  EDMONDS EAST (1981)
 SY4887
 SY4887                         *CURRENT SURVEY CONTROL
 SY4887  ___________________________________________________________________
 SY4887* NAD 83(1991)-  47 48 35.73020(N)    122 22 28.96476(W)     ADJUSTED  
 SY4887* NAVD 88     -                                                        
 SY4887  ___________________________________________________________________
 SY4887  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 SY4887  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY4887
 SY4887  HORZ ORDER  -  THIRD
 SY4887
 SY4887.The horizontal coordinates were established by classical geodetic methods
 SY4887.and adjusted by the National Geodetic Survey in December 1991..
 SY4887
 SY4887
 SY4887.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4887
 SY4887.The geoid height was determined by GEOID03.
 SY4887
 SY4887;                    North         East     Units Scale Factor Converg.
 SY4887;SPC WA N     -    91,204.974   384,564.879   MT  0.99995663   -1 08 51.3
 SY4887;SPC WA N     -   299,228.32  1,261,693.27   sFT  0.99995663   -1 08 51.3
 SY4887;UTM  10      - 5,295,363.808   546,814.628   MT  0.99962693   +0 27 47.9
 SY4887
 SY4887                          SUPERSEDED SURVEY CONTROL
 SY4887
 SY4887  NAD 83(1986)-  47 48 35.72521(N)    122 22 28.96734(W) AD(       ) 4
 SY4887  NAD 27      -  47 48 36.38300(N)    122 22 24.49000(W) AD(       ) 3
 SY4887
 SY4887.Superseded values are not recommended for survey control.
 SY4887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4887.See file dsdata.txt to determine how the superseded data were derived.
 SY4887
 SY4887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4681595364(NAD 83)
 SY4887
 SY4887  HISTORY     - Date     Condition        Report By
 SY4887  HISTORY     - 1921     MONUMENTED       CGS
 SY4887  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY4887
 SY4887                          STATION DESCRIPTION
 SY4887
 SY4887'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4887'A RATHER SLENDER SPIRE ON A SMALL CHURCH ABOUT THE ONLY ONE
 SY4887'READILY DISTINGUISHED FROM THE WATER.
 SY4887
 SY4887                          STATION RECOVERY (1943)
 SY4887
 SY4887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4887'STATION LOST.  CHURCH STOOD ON SITE OF PRESENT HUGHES MEMORIAL
 SY4887'METHODIST CHURCH AT NW CORNER OF FIFTH AVENUE AND DAYTON
 SY4887'STREET.  OLD CHURCH STRUCTURE, WITH SPIRE REMOVED, HAS BEEN
 SY4887'MOVED TO BACK OF LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4884 ***********************************************************************
 SY4884  DESIGNATION -  EDMONDS HOLY ROSARY CH CROSS
 SY4884  PID         -  SY4884
 SY4884  STATE/COUNTY-  WA/SNOHOMISH
 SY4884  USGS QUAD   -  EDMONDS EAST (1981)
 SY4884
 SY4884                         *CURRENT SURVEY CONTROL
 SY4884  ___________________________________________________________________
 SY4884* NAD 83(1991)-  47 48 49.88093(N)    122 22 22.06252(W)     ADJUSTED  
 SY4884* NAVD 88     -                                                        
 SY4884  ___________________________________________________________________
 SY4884  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 SY4884  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 SY4884
 SY4884  HORZ ORDER  -  THIRD
 SY4884
 SY4884.The horizontal coordinates were established by classical geodetic methods
 SY4884.and adjusted by the National Geodetic Survey in December 1991..
 SY4884
 SY4884
 SY4884.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4884
 SY4884.The geoid height was determined by GEOID03.
 SY4884
 SY4884;                    North         East     Units Scale Factor Converg.
 SY4884;SPC WA N     -    91,639.041   384,717.189   MT  0.99995626   -1 08 46.2
 SY4884;SPC WA N     -   300,652.42  1,262,192.98   sFT  0.99995626   -1 08 46.2
 SY4884;UTM  10      - 5,295,801.841   546,954.629   MT  0.99962709   +0 27 53.1
 SY4884
 SY4884                          SUPERSEDED SURVEY CONTROL
 SY4884
 SY4884  NAD 83(1986)-  47 48 49.87686(N)    122 22 22.06577(W) AD(       ) 4
 SY4884  NAD 27      -  47 48 50.52500(N)    122 22 17.58600(W) AD(       ) 3
 SY4884
 SY4884.Superseded values are not recommended for survey control.
 SY4884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4884.See file dsdata.txt to determine how the superseded data were derived.
 SY4884
 SY4884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4695595802(NAD 83)
 SY4884_MARKER: 91 = CHURCH CROSS
 SY4884_SETTING: 0 = UNSPECIFIED SETTING
 SY4884_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY4884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4884+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2005
 SY4884
 SY4884  HISTORY     - Date     Condition        Report By
 SY4884  HISTORY     - 1961     FIRST OBSERVED   CGS
 SY4884  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY4884  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY4884  HISTORY     - 1984     GOOD             NOS
 SY4884  HISTORY     - 19960713 GOOD             USPSQD
 SY4884  HISTORY     - 19961208 GOOD             USPSQD
 SY4884  HISTORY     - 19991103 GOOD             USPSQD
 SY4884  HISTORY     - 20020818 GOOD             USPSQD
 SY4884  HISTORY     - 20050723 GOOD             USPSQD
 SY4884
 SY4884                          STATION DESCRIPTION
 SY4884
 SY4884'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (FN)
 SY4884'THE STATION IS LOCATED IN EDMONDS, NEAR THE NORTHWEST CORNER OF THE
 SY4884'INTERSECTION OF SEVENTH AVENUE NORTH AND DALEY STREET.
 SY4884'
 SY4884'THIS INTERSECTION STATION IS THE CENTER OF THE TOP OF A LARGE CROSS
 SY4884'LOCATED ON THE SOUTH SIDE OF THE RECTANGULAR TOWER, AT THE SOUTH
 SY4884'EDGE OF THE CHURCH.  THE TOWER HAS TWELVE CROSS-SHAPED PORTALS ON ITS
 SY4884'EAST AND WEST SIDES.  THE CHURCH IS A BUFF-COLORED STUCCO
 SY4884'STRUCTURE.  AT THE SOUTHEAST CORNER OF THE CHURCH IS A PLAQUE
 SY4884'BEARING THE FOLLOWING INSCRIPTION, HOLY ROSARY CHURCH EDMONDS
 SY4884'WASHINGTON 1951.
 SY4884
 SY4884                          STATION RECOVERY (1962)
 SY4884
 SY4884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 SY4884'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT IT IS IN
 SY4884'SNOHOMISH COUNTY NOT KITSAP AS ORIGINALLY DESCRIBED.
 SY4884
 SY4884                          STATION RECOVERY (1976)
 SY4884
 SY4884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY4884'THE STATION WAS RECOVERED AS DESCRIBED.
 SY4884'
 SY4884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN EDMONDS.
 SY4884
 SY4884                          STATION RECOVERY (1984)
 SY4884
 SY4884'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 SY4884'THE STATION WAS RECOVERED AS DESCRIBED BY F.N. IN 1961.
 SY4884
 SY4884                          STATION RECOVERY (1996)
 SY4884
 SY4884'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4884'RECOVERED IN GOOD CONDITION.
 SY4884
 SY4884                          STATION RECOVERY (1996)
 SY4884
 SY4884'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4884'RECOVERED IN GOOD CONDITION.
 SY4884
 SY4884                          STATION RECOVERY (1999)
 SY4884
 SY4884'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY4884'RECOVERED IN GOOD CONDITION.
 SY4884
 SY4884                          STATION RECOVERY (2002)
 SY4884
 SY4884'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY4884'RECOVERED IN GOOD CONDITION.
 SY4884
 SY4884                          STATION RECOVERY (2005)
 SY4884
 SY4884'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 SY4884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5611 ***********************************************************************
 SY5611  DESIGNATION -  EDMONDS MEAS MILE N RNG F MKR
 SY5611  PID         -  SY5611
 SY5611  STATE/COUNTY-  WA/SNOHOMISH
 SY5611  USGS QUAD   -  EDMONDS EAST (1981)
 SY5611
 SY5611                         *CURRENT SURVEY CONTROL
 SY5611  ___________________________________________________________________
 SY5611* NAD 83(1991)-  47 49 59.99384(N)    122 21 38.20091(W)     ADJUSTED  
 SY5611* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY5611  ___________________________________________________________________
 SY5611  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 SY5611  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 SY5611
 SY5611  HORZ ORDER  -  THIRD
 SY5611
 SY5611.The horizontal coordinates were established by classical geodetic methods
 SY5611.and adjusted by the National Geodetic Survey in December 1991..
 SY5611
 SY5611.The orthometric height was scaled from a topographic map.
 SY5611
 SY5611.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5611
 SY5611.The geoid height was determined by GEOID03.
 SY5611
 SY5611;                    North         East     Units Scale Factor Converg.
 SY5611;SPC WA N     -    93,785.793   385,672.424   MT  0.99995453   -1 08 13.5
 SY5611;SPC WA N     -   307,695.56  1,265,326.94   sFT  0.99995453   -1 08 13.5
 SY5611;UTM  10      - 5,297,973.887   547,848.842   MT  0.99962813   +0 28 26.1
 SY5611
 SY5611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5611!SPC WA N     -   1.00000270  x   0.99995453  =   0.99995723
 SY5611!UTM  10      -   1.00000270  x   0.99962813  =   0.99963083
 SY5611
 SY5611                          SUPERSEDED SURVEY CONTROL
 SY5611
 SY5611  NAD 83(1986)-  47 49 59.98976(N)    122 21 38.20336(W) AD(       ) 4
 SY5611
 SY5611.Superseded values are not recommended for survey control.
 SY5611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5611.See file dsdata.txt to determine how the superseded data were derived.
 SY5611
 SY5611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4784997974(NAD 83)
 SY5611_MARKER: 16 = DAYBEACON
 SY5611_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5611
 SY5611  HISTORY     - Date     Condition        Report By
 SY5611  HISTORY     - 1984     FIRST OBSERVED   NOS
 SY5611  HISTORY     - 19960812 MARK NOT FOUND   USPSQD
 SY5611  HISTORY     - 20020202 MARK NOT FOUND   INDIV
 SY5611  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 SY5611
 SY5611                          STATION DESCRIPTION
 SY5611
 SY5611'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 SY5611'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTHEAST OF THE EDMONDS
 SY5611'FERRY DOCK, ALONG THE WEST SIDE OF THE RAILROAD TRACKS, ON THE
 SY5611'BOULDER SEAWALL AND ON THE EAST SHORE OF PUGET SOUND.
 SY5611'
 SY5611'THE STATION IS A 4-FOOT WHITE WOODEN TRIANGLE FASTENED TO AN
 SY5611'8-FOOT, VERTICAL LENGTH OF 1-3/4 INCH IRON PIPE, THAT IS CEMENTED
 SY5611'TO THE NORTHWEST FACE OF THE SEAWALL AND 10.3 FEET NORTHWEST OF
 SY5611'THE NORTHWEST RAIL OF THE RAILROAD TRACKS.
 SY5611
 SY5611                          STATION RECOVERY (1996)
 SY5611
 SY5611'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5611'MARK NOT FOUND.
 SY5611
 SY5611                          STATION RECOVERY (2002)
 SY5611
 SY5611'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JEE)
 SY5611'FOUND THE REMAINS OF THE DAYBEACON. WHAT REMAINS IS A WHITE BASEPLATE
 SY5611'ON TOP OF THE SEAWALL AND A PORTION OF A RUSTY VERTICAL 1-3/4 INCH
 SY5611'PIPE ATTACHED TO THE SEAWALL.
 SY5611
 SY5611                          STATION RECOVERY (2005)
 SY5611
 SY5611'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY5611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5612 ***********************************************************************
 SY5612  DESIGNATION -  EDMONDS MEAS MILE N RNG R MKR
 SY5612  PID         -  SY5612
 SY5612  STATE/COUNTY-  WA/SNOHOMISH
 SY5612  USGS QUAD   -  EDMONDS EAST (1981)
 SY5612
 SY5612                         *CURRENT SURVEY CONTROL
 SY5612  ___________________________________________________________________
 SY5612* NAD 83(1991)-  47 49 59.73797(N)    122 21 37.67365(W)     ADJUSTED  
 SY5612* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 SY5612  ___________________________________________________________________
 SY5612  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 SY5612  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 SY5612
 SY5612  HORZ ORDER  -  THIRD
 SY5612
 SY5612.The horizontal coordinates were established by classical geodetic methods
 SY5612.and adjusted by the National Geodetic Survey in December 1991..
 SY5612
 SY5612.The orthometric height was scaled from a topographic map.
 SY5612
 SY5612.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5612
 SY5612.The geoid height was determined by GEOID03.
 SY5612
 SY5612;                    North         East     Units Scale Factor Converg.
 SY5612;SPC WA N     -    93,777.675   385,683.229   MT  0.99995453   -1 08 13.1
 SY5612;SPC WA N     -   307,668.92  1,265,362.39   sFT  0.99995453   -1 08 13.1
 SY5612;UTM  10      - 5,297,966.078   547,859.868   MT  0.99962815   +0 28 26.5
 SY5612
 SY5612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5612!SPC WA N     -   1.00000238  x   0.99995453  =   0.99995691
 SY5612!UTM  10      -   1.00000238  x   0.99962815  =   0.99963053
 SY5612
 SY5612                          SUPERSEDED SURVEY CONTROL
 SY5612
 SY5612  NAD 83(1986)-  47 49 59.73391(N)    122 21 37.67611(W) AD(       ) 4
 SY5612
 SY5612.Superseded values are not recommended for survey control.
 SY5612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5612.See file dsdata.txt to determine how the superseded data were derived.
 SY5612
 SY5612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4786097966(NAD 83)
 SY5612_MARKER: 16 = DAYBEACON
 SY5612_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5612
 SY5612  HISTORY     - Date     Condition        Report By
 SY5612  HISTORY     - 1984     FIRST OBSERVED   NOS
 SY5612  HISTORY     - 19960812 POOR             USPSQD
 SY5612  HISTORY     - 20020202 GOOD             INDIV
 SY5612  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 SY5612
 SY5612                          STATION DESCRIPTION
 SY5612
 SY5612'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 SY5612'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTHEAST OF THE EDMONDS
 SY5612'FERRY DOCK, ALONG THE EAST SIDE OF THE RAILROAD TRACKS, ALONG THE
 SY5612'EAST SHORE OF PUGET SOUND AND ON A STEEP SLOPE.
 SY5612'
 SY5612'THE STATION IS A 4-FOOT WHITE WOODEN TRIANGLE FASTENED TO A
 SY5612'VERTICAL LENGTH OF 1-3/4 INCH IRON PIPE THAT IS IMBEDDED IN THE
 SY5612'GROUND, 15.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD
 SY5612'TRACKS.
 SY5612
 SY5612                          STATION RECOVERY (1996)
 SY5612
 SY5612'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5612'MARK RECOVERED IN POOR CONDITION.
 SY5612
 SY5612                          STATION RECOVERY (2002)
 SY5612
 SY5612'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JEE)
 SY5612'MARKER APPEARS TO HAVE BEEN RESTORED. FOUND A LARGE WHITE TRIANGLE
 SY5612'WITH A LARGE BLACK A IN THE MIDDLE ON A 6 INCH ROUND POST PAINTED WITH
 SY5612'RED AND WHITE STRIPES ABOUT 4 FEET TALL.
 SY5612
 SY5612                          STATION RECOVERY (2005)
 SY5612
 SY5612'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY5612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5613 ***********************************************************************
 SY5613  DESIGNATION -  EDMONDS MEAS MILE S RNG F MKR
 SY5613  PID         -  SY5613
 SY5613  STATE/COUNTY-  WA/SNOHOMISH
 SY5613  USGS QUAD   -  EDMONDS EAST (1981)
 SY5613
 SY5613                         *CURRENT SURVEY CONTROL
 SY5613  ___________________________________________________________________
 SY5613* NAD 83(1991)-  47 49 12.11772(N)    122 22 31.81658(W)     ADJUSTED  
 SY5613* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY5613  ___________________________________________________________________
 SY5613  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 SY5613  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY5613
 SY5613  HORZ ORDER  -  THIRD
 SY5613
 SY5613.The horizontal coordinates were established by classical geodetic methods
 SY5613.and adjusted by the National Geodetic Survey in December 1991..
 SY5613
 SY5613.The orthometric height was scaled from a topographic map.
 SY5613
 SY5613.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5613
 SY5613.The geoid height was determined by GEOID03.
 SY5613
 SY5613;                    North         East     Units Scale Factor Converg.
 SY5613;SPC WA N     -    92,329.723   384,528.080   MT  0.99995570   -1 08 53.4
 SY5613;SPC WA N     -   302,918.43  1,261,572.54   sFT  0.99995570   -1 08 53.4
 SY5613;UTM  10      - 5,296,486.709   546,746.246   MT  0.99962685   +0 27 46.0
 SY5613
 SY5613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5613!SPC WA N     -   1.00000252  x   0.99995570  =   0.99995822
 SY5613!UTM  10      -   1.00000252  x   0.99962685  =   0.99962937
 SY5613
 SY5613                          SUPERSEDED SURVEY CONTROL
 SY5613
 SY5613  NAD 83(1986)-  47 49 12.11368(N)    122 22 31.81902(W) AD(       ) 4
 SY5613
 SY5613.Superseded values are not recommended for survey control.
 SY5613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5613.See file dsdata.txt to determine how the superseded data were derived.
 SY5613
 SY5613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4674696487(NAD 83)
 SY5613_MARKER: 16 = DAYBEACON
 SY5613_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY5613+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 SY5613
 SY5613  HISTORY     - Date     Condition        Report By
 SY5613  HISTORY     - 1984     FIRST OBSERVED   NOS
 SY5613  HISTORY     - 19960813 GOOD             USPSQD
 SY5613  HISTORY     - 20020819 GOOD             USPSQD
 SY5613
 SY5613                          STATION DESCRIPTION
 SY5613
 SY5613'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 SY5613'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHEAST OF THE EDMONDS
 SY5613'FERRY DOCK, ALONG THE WEST SIDE OF THE RAILROAD TRACKS AND ALONG
 SY5613'THE EAST SHORE OF PUGET SOUND.
 SY5613'
 SY5613'THE STATION IS A 4-FOOT WHITE WOODEN TRIANGLE FASTENED TO A
 SY5613'VERTICAL LENGTH OF 2-INCH IRON PIPE THAT IS CEMENTED TO THE
 SY5613'RIPRAP SEAWALL, 18 FEET NORTHWEST OF THE WESTERNMOST RAIL OF THE
 SY5613'RAILROAD TRACKS.
 SY5613
 SY5613                          STATION RECOVERY (1996)
 SY5613
 SY5613'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5613'RECOVERED IN GOOD CONDITION.
 SY5613
 SY5613                          STATION RECOVERY (2002)
 SY5613
 SY5613'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY5613'TRIANGULAR SIGN IS NOW MADE OF METAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5614 ***********************************************************************
 SY5614  DESIGNATION -  EDMONDS MEAS MILE S RNG R MKR
 SY5614  PID         -  SY5614
 SY5614  STATE/COUNTY-  WA/SNOHOMISH
 SY5614  USGS QUAD   -  EDMONDS EAST (1981)
 SY5614
 SY5614                         *CURRENT SURVEY CONTROL
 SY5614  ___________________________________________________________________
 SY5614* NAD 83(1991)-  47 49 11.80022(N)    122 22 31.15831(W)     ADJUSTED  
 SY5614* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY5614  ___________________________________________________________________
 SY5614  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 SY5614  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY5614
 SY5614  HORZ ORDER  -  THIRD
 SY5614
 SY5614.The horizontal coordinates were established by classical geodetic methods
 SY5614.and adjusted by the National Geodetic Survey in December 1991..
 SY5614
 SY5614.The orthometric height was scaled from a topographic map.
 SY5614
 SY5614.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5614
 SY5614.The geoid height was determined by GEOID03.
 SY5614
 SY5614;                    North         East     Units Scale Factor Converg.
 SY5614;SPC WA N     -    92,319.645   384,541.573   MT  0.99995571   -1 08 53.0
 SY5614;SPC WA N     -   302,885.37  1,261,616.81   sFT  0.99995571   -1 08 53.0
 SY5614;UTM  10      - 5,296,477.017   546,760.013   MT  0.99962687   +0 27 46.5
 SY5614
 SY5614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5614!SPC WA N     -   1.00000221  x   0.99995571  =   0.99995792
 SY5614!UTM  10      -   1.00000221  x   0.99962687  =   0.99962908
 SY5614
 SY5614                          SUPERSEDED SURVEY CONTROL
 SY5614
 SY5614  NAD 83(1986)-  47 49 11.79618(N)    122 22 31.16076(W) AD(       ) 4
 SY5614
 SY5614.Superseded values are not recommended for survey control.
 SY5614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5614.See file dsdata.txt to determine how the superseded data were derived.
 SY5614
 SY5614_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4676096477(NAD 83)
 SY5614_MARKER: 16 = DAYBEACON
 SY5614_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5614
 SY5614  HISTORY     - Date     Condition        Report By
 SY5614  HISTORY     - 1984     FIRST OBSERVED   NOS
 SY5614  HISTORY     - 19960813 GOOD             USPSQD
 SY5614  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 SY5614
 SY5614                          STATION DESCRIPTION
 SY5614
 SY5614'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 SY5614'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHEAST OF THE EDMONDS
 SY5614'FERRY DOCK, ALONG THE EAST SHORE OF PUGET SOUND, ALONG THE EAST
 SY5614'SIDE OF THE RAILROAD TRACKS AND ON A STEEP SLOPE.
 SY5614'
 SY5614'THE STATION IS A 4-FOOT WHITE WOODEN TRIANGLE FASTENED TO A
 SY5614'5-FOOT LENGTH OF 1-3/4 INCH IRON PIPE THAT IS IMBEDDED IN THE
 SY5614'GROUND AND 19 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK.
 SY5614
 SY5614                          STATION RECOVERY (1996)
 SY5614
 SY5614'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5614'RECOVERED IN GOOD CONDITION.
 SY5614
 SY5614                          STATION RECOVERY (2002)
 SY5614
 SY5614'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY5614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4924 ***********************************************************************
 SY4924  DESIGNATION -  EDMONDS SM BOAT HBR ENT LT 2
 SY4924  PID         -  SY4924
 SY4924  STATE/COUNTY-  WA/SNOHOMISH
 SY4924  USGS QUAD   -  EDMONDS WEST (1978)
 SY4924
 SY4924                         *CURRENT SURVEY CONTROL
 SY4924  ___________________________________________________________________
 SY4924* NAD 83(1991)-  47 48 32.20727(N)    122 23 30.95507(W)     ADJUSTED  
 SY4924* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY4924  ___________________________________________________________________
 SY4924  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 SY4924  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY4924
 SY4924  HORZ ORDER  -  THIRD
 SY4924
 SY4924.The horizontal coordinates were established by classical geodetic methods
 SY4924.and adjusted by the National Geodetic Survey in December 1991..
 SY4924
 SY4924.The orthometric height was scaled from a topographic map.
 SY4924
 SY4924.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4924
 SY4924.The geoid height was determined by GEOID03.
 SY4924
 SY4924;                    North         East     Units Scale Factor Converg.
 SY4924;SPC WA N     -    91,122.168   383,273.267   MT  0.99995672   -1 09 37.5
 SY4924;SPC WA N     -   298,956.65  1,257,455.71   sFT  0.99995672   -1 09 37.5
 SY4924;UTM  10      - 5,295,244.765   545,526.280   MT  0.99962547   +0 27 01.9
 SY4924
 SY4924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4924!SPC WA N     -   1.00000301  x   0.99995672  =   0.99995973
 SY4924!UTM  10      -   1.00000301  x   0.99962547  =   0.99962848
 SY4924
 SY4924|---------------------------------------------------------------------|
 SY4924| PID    Reference Object                     Distance      Geod. Az  |
 SY4924|                                                           dddmmss.s |
 SY4924| SY4925 EDMONDS SM BOAT HBR ENT LT 1         93.337 METERS 03106     |
 SY4924| SY4908 EDMONDS SM BOAT HBR ENT LT 3         51.702 METERS 09546     |
 SY4924| SY4941 US NAVY DEGAUSSING RNG MK 1961      APPROX. 8.4 KM 2251714.1 |
 SY4924| SY4918 EDMONDS BREAKWATER LIGHT            338.130 METERS 22913     |
 SY4924| SY4927 APPLE COVE POINT LIGHT              APPROX. 6.8 KM 2753218.9 |
 SY4924|---------------------------------------------------------------------|
 SY4924
 SY4924                          SUPERSEDED SURVEY CONTROL
 SY4924
 SY4924  NAD 83(1986)-  47 48 32.20261(N)    122 23 30.95895(W) AD(       ) 3
 SY4924  NAD 27      -  47 48 32.85802(N)    122 23 26.46499(W) AD(       ) 3
 SY4924
 SY4924.Superseded values are not recommended for survey control.
 SY4924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4924.See file dsdata.txt to determine how the superseded data were derived.
 SY4924
 SY4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4552695245(NAD 83)
 SY4924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4924+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 SY4924
 SY4924  HISTORY     - Date     Condition        Report By
 SY4924  HISTORY     - 1962     MONUMENTED       CGS
 SY4924  HISTORY     - 20030424 GOOD             USPSQD
 SY4924
 SY4924                          STATION DESCRIPTION
 SY4924
 SY4924'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (FN)
 SY4924'THE STATION IS LOCATED ALONG THE WEST SHORE OF PUGET SOUND, IN THE
 SY4924'SOUTHWEST SECTION OF THE CITY OF EDMONDS AND ABOUT 1/2 MILE
 SY4924'SOUTHWEST OF THE EDMONDS FERRY SLIP.
 SY4924'
 SY4924'THE STATION IS THE CENTER OF A STEADY RED LIGHT ATOP A FOUR FOOT
 SY4924'HIGH PIPE TRIPOD, SET ON A 3-1/2 FOOT SQUARE CONCRETE BASE.  THE
 SY4924'LIGHT MARKS THE ENTRANCE TO THE EDMONDS SMALL BOAT HARBOR.  IT ON TOP
 SY4924'OF THE BOULDER BREAKWATER, ABOUT 26 FEET SOUTHWEST OF THE NORTHEAST
 SY4924'END OF THE BREAKWATER, ABOUT 15 FEET NORTHWEST OF THE SOUTHEAST
 SY4924'SIDE OF THE BREAKWATER AND ABOUT 15 FEET SOUTHEAST OF THE
 SY4924'NORTHWEST SIDE OF THE BREAKWATER.  IT IS DESIGNATED AS NO. 1773.6 IN
 SY4924'THE PUBLICATION LIST OF LIGHTS AND OTHER MARINE AIDS, VOLUME III,
 SY4924'PACIFIC ISLANDS, 1962.
 SY4924
 SY4924                          STATION RECOVERY (2003)
 SY4924
 SY4924'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 SY4924'CORRECTION, STATION IS LOCATED ON THE EAST SHORE OF PUGET SOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4925 ***********************************************************************
 SY4925  DESIGNATION -  EDMONDS SM BOAT HBR ENT LT 1
 SY4925  PID         -  SY4925
 SY4925  STATE/COUNTY-  WA/SNOHOMISH
 SY4925  USGS QUAD   -  EDMONDS WEST (1978)
 SY4925
 SY4925                         *CURRENT SURVEY CONTROL
 SY4925  ___________________________________________________________________
 SY4925* NAD 83(1991)-  47 48 34.79492(N)    122 23 28.63769(W)     ADJUSTED  
 SY4925* NAVD 88     -                                                        
 SY4925  ___________________________________________________________________
 SY4925  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 SY4925  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY4925
 SY4925  HORZ ORDER  -  THIRD
 SY4925
 SY4925.The horizontal coordinates were established by classical geodetic methods
 SY4925.and adjusted by the National Geodetic Survey in December 1991..
 SY4925
 SY4925
 SY4925.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4925
 SY4925.The geoid height was determined by GEOID03.
 SY4925
 SY4925;                    North         East     Units Scale Factor Converg.
 SY4925;SPC WA N     -    91,201.092   383,323.087   MT  0.99995665   -1 09 35.7
 SY4925;SPC WA N     -   299,215.58  1,257,619.16   sFT  0.99995665   -1 09 35.7
 SY4925;UTM  10      - 5,295,325.031   545,573.846   MT  0.99962552   +0 27 03.6
 SY4925
 SY4925                          SUPERSEDED SURVEY CONTROL
 SY4925
 SY4925  NAD 83(1986)-  47 48 34.79049(N)    122 23 28.64120(W) AD(       ) 4
 SY4925  NAD 27      -  47 48 35.43828(N)    122 23 24.15504(W) AD(       ) 3
 SY4925
 SY4925.Superseded values are not recommended for survey control.
 SY4925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4925.See file dsdata.txt to determine how the superseded data were derived.
 SY4925
 SY4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4557495325(NAD 83)
 SY4925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY4925+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 SY4925
 SY4925  HISTORY     - Date     Condition        Report By
 SY4925  HISTORY     - 1962     MONUMENTED       CGS
 SY4925  HISTORY     - 1988     GOOD             USPSQD
 SY4925  HISTORY     - 20030424 GOOD             USPSQD
 SY4925
 SY4925                          STATION DESCRIPTION
 SY4925
 SY4925'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (FN)
 SY4925'THE STATION IS LOCATED ON THE WEST SHORE OF PUGET SOUND, IN THE
 SY4925'SOUTHWEST SECTION OF THE CITY OF EDMONDS AND ABOUT 1/2 MILE
 SY4925'SOUTHWEST OF THE EDMONDS FERRY SLIP.
 SY4925'
 SY4925'THE STATION IS A FLASHING GREEN LIGHT ATOP A 3-PILE DOLPHIN, AT
 SY4925'THE ENTRANCE TO EDMONDS SMALL BOAT HARBOR, ABOUT 250 FEET NORTHEAST
 SY4925'OF THE NORTHEAST END OF THE BOULDER BREAKWATER.  IT IS DESIGNATED AS
 SY4925'NO. 1773.4 IN THE PUBLICATION LIST OF LIGHTS AND OTHER MARINE
 SY4925'AIDS, VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS, 1962.
 SY4925
 SY4925                          STATION RECOVERY (1988)
 SY4925
 SY4925'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 SY4925'RECOVERED IN GOOD CONDITION.
 SY4925
 SY4925                          STATION RECOVERY (2003)
 SY4925
 SY4925'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 SY4925'CORRECTION, STATION IS LOCATED ON THE EAST SHORE OF PUGET SOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4885 ***********************************************************************
 SY4885  DESIGNATION -  EDMONDS SQUARE CHIM NEAR SHORE
 SY4885  PID         -  SY4885
 SY4885  STATE/COUNTY-  WA/SNOHOMISH
 SY4885  USGS QUAD   -  EDMONDS EAST (1981)
 SY4885
 SY4885                         *CURRENT SURVEY CONTROL
 SY4885  ___________________________________________________________________
 SY4885* NAD 83(1991)-  47 49 14.30412(N)    122 22 26.60709(W)     ADJUSTED  
 SY4885* NAVD 88     -                                                        
 SY4885  ___________________________________________________________________
 SY4885  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 SY4885  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY4885
 SY4885  HORZ ORDER  -  THIRD
 SY4885
 SY4885.The horizontal coordinates were established by classical geodetic methods
 SY4885.and adjusted by the National Geodetic Survey in December 1991..
 SY4885
 SY4885
 SY4885.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4885
 SY4885.The geoid height was determined by GEOID03.
 SY4885
 SY4885;                    North         East     Units Scale Factor Converg.
 SY4885;SPC WA N     -    92,395.064   384,637.769   MT  0.99995565   -1 08 49.6
 SY4885;SPC WA N     -   303,132.81  1,261,932.41   sFT  0.99995565   -1 08 49.6
 SY4885;UTM  10      - 5,296,555.085   546,854.020   MT  0.99962698   +0 27 49.9
 SY4885
 SY4885                          SUPERSEDED SURVEY CONTROL
 SY4885
 SY4885  NAD 83(1986)-  47 49 14.29932(N)    122 22 26.60973(W) AD(       ) 4
 SY4885  NAD 27      -  47 49 14.95600(N)    122 22 22.12700(W) AD(       ) 3
 SY4885
 SY4885.Superseded values are not recommended for survey control.
 SY4885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4885.See file dsdata.txt to determine how the superseded data were derived.
 SY4885
 SY4885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4685496555(NAD 83)
 SY4885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4885+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2005
 SY4885
 SY4885  HISTORY     - Date     Condition        Report By
 SY4885  HISTORY     - 1921     MONUMENTED       CGS
 SY4885  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SY4885  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY4885  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY4885  HISTORY     - 1988     GOOD             USPSQD
 SY4885  HISTORY     - 1989     GOOD             USPSQD
 SY4885  HISTORY     - 20020818 GOOD             USPSQD
 SY4885  HISTORY     - 20050723 GOOD             USPSQD
 SY4885
 SY4885                          STATION DESCRIPTION
 SY4885
 SY4885'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4885'A LARGE, LOW, SQUARE BRICK CHIMNEY ON THE BEACH NEAR EDMONDS.
 SY4885
 SY4885                          STATION RECOVERY (1946)
 SY4885
 SY4885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (AMS)
 SY4885'STATION RECOVERED.  IT IS LOCATED ABOUT 3/4 MILE N.E. FROM FERRY
 SY4885'LANDING IN EDMONDS, ON PROPERTY OF FINCH HAGGARD, A SQUARE BRICK
 SY4885'OBSERVATION TOWER, ABOUT 50 FEET TALL, KNOWN AS CHIMNEY MILL.  HAS
 SY4885'LARGE DUTCH WIND MILL BLADES ON SOUTH FACE.  WOODEN STAIRWAY ON
 SY4885'WEST SIDE.  HAS SMALL FLAGSTAFF ON N.W. CORNER.  TOWER IS 10 FEET
 SY4885'SQUARE AND IT WOULD BE POSSIBLE TO OCCUPY THE TOP.  WAS BUILT
 SY4885'ABOUT 1900.
 SY4885
 SY4885                          STATION RECOVERY (1956)
 SY4885
 SY4885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (REW)
 SY4885'FOUND AS PREVIOUSLY DESCRIBED EXCEPT THAT PROPERTY NOW BELONGS TO
 SY4885'REX STRICKLAND, 929 CARY ROAD, EDMONDS.  STATION IS EASILY VISIBLE
 SY4885'FROM THE W SIDE OF PUGET SOUND.
 SY4885
 SY4885                          STATION RECOVERY (1961)
 SY4885
 SY4885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SY4885'THE STATION WAS RECOVERED AS DESCRIBED BY R. E. W. IN 1956.
 SY4885
 SY4885                          STATION RECOVERY (1988)
 SY4885
 SY4885'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 SY4885'RECOVERED IN GOOD CONDITION.
 SY4885
 SY4885                          STATION RECOVERY (1989)
 SY4885
 SY4885'RECOVERY NOTE BY US POWER SQUADRON 1989 (GLJ)
 SY4885'RECOVERED IN GOOD CONDITION.
 SY4885
 SY4885                          STATION RECOVERY (2002)
 SY4885
 SY4885'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY4885'RECOVERED IN GOOD CONDITION.
 SY4885
 SY4885                          STATION RECOVERY (2005)
 SY4885
 SY4885'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 SY4885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1378 ***********************************************************************
 SV1378  DESIGNATION -  EDWALL
 SV1378  PID         -  SV1378
 SV1378  STATE/COUNTY-  WA/LINCOLN
 SV1378  USGS QUAD   -  EDWALL (1973)
 SV1378
 SV1378                         *CURRENT SURVEY CONTROL
 SV1378  ___________________________________________________________________
 SV1378* NAD 83(1991)-  47 31 33.32351(N)    117 58 15.52004(W)     ADJUSTED  
 SV1378* NAVD 88     -       837.6    (meters)    2748.     (feet)  VERTCON   
 SV1378  ___________________________________________________________________
 SV1378  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 SV1378  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 SV1378
 SV1378  HORZ ORDER  -  THIRD
 SV1378
 SV1378.The horizontal coordinates were established by classical geodetic methods
 SV1378.and adjusted by the National Geodetic Survey in December 1991..
 SV1378
 SV1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1378
 SV1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1378
 SV1378.The geoid height was determined by GEOID03.
 SV1378
 SV1378;                    North         East     Units Scale Factor Converg.
 SV1378;SPC WA N     -    62,481.517   715,503.181   MT  0.99999527   +2 07 51.9
 SV1378;SPC WA N     -   204,991.44  2,347,446.69   sFT  0.99999527   +2 07 51.9
 SV1378;UTM  11      - 5,264,067.572   426,908.640   MT  0.99966565   -0 42 58.3
 SV1378
 SV1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1378!SPC WA N     -   0.99987170  x   0.99999527  =   0.99986698
 SV1378!UTM  11      -   0.99987170  x   0.99966565  =   0.99953740
 SV1378
 SV1378|---------------------------------------------------------------------|
 SV1378| PID    Reference Object                     Distance      Geod. Az  |
 SV1378|                                                           dddmmss.s |
 SV1378| CF1395 EDWALL RM 1                          39.970 METERS 05208     |
 SV1378| CF1394 EDWALL AZ MK                                       0774926.2 |
 SV1378| SV1374 WAUKON EDWALL GRAIN NE ELEV         APPROX. 9.8 KM 0802708.6 |
 SV1378| CF1396 EDWALL RM 2                          13.877 METERS 10524     |
 SV1378|---------------------------------------------------------------------|
 SV1378
 SV1378                          SUPERSEDED SURVEY CONTROL
 SV1378
 SV1378  NAD 83(1986)-  47 31 33.33385(N)    117 58 15.51361(W) AD(       ) 3
 SV1378  NAD 27      -  47 31 33.76000(N)    117 58 11.68200(W) AD(       ) 3
 SV1378  NGVD 29 (07/19/86)  836.4    (m)         2744.     (f) VERT ANG       
 SV1378
 SV1378.Superseded values are not recommended for survey control.
 SV1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1378.See file dsdata.txt to determine how the superseded data were derived.
 SV1378
 SV1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN2690964068(NAD 83)
 SV1378_MARKER: Z = SEE DESCRIPTION
 SV1378_SETTING: 0 = UNSPECIFIED SETTING
 SV1378
 SV1378  HISTORY     - Date     Condition        Report By
 SV1378  HISTORY     - 1950     MONUMENTED       USGS
 SV1378  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SV1378
 SV1378                          STATION DESCRIPTION
 SV1378
 SV1378'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (WRH)
 SV1378'STATION IS LOCATED, AIRLINE, ABOUT 12-1/2 MILES SOUTHEAST OF
 SV1378'DAVENPORT, 6-1/2 MILES SOUTHWEST OF MEDICAL LAKE, 1-1/2 MILES
 SV1378'NORTHWEST OF EDWALL, ON THE HIGHEST POINT OF A PROMINENT KNOLL THAT
 SV1378'IS CULTIVATED AROUND THE SIDES, BARE AND ROCKY ON TOP.
 SV1378'
 SV1378'STATION MARK, STAMPED EDWALL 1939, IS A STANDARD USGS TRIANGULATION
 SV1378'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP OF QUARTZ
 SV1378'BEDROCK THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 SV1378'
 SV1378'REFERENCE MARK NUMBER 1, STAMPED NO 1, IS A STANDARD USGS REFERENCE
 SV1378'MARK DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP OF QUARTZ BEDROCK
 SV1378'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 8 FEET LOWER
 SV1378'IN ELEVATION THAN THE STATION MARK.
 SV1378'
 SV1378'REFERENCE MARK NUMBER 2, STAMPED NO 2, IS A STANDARD USGS REFERENCE
 SV1378'MARK DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP OF QUARTZ BEDROCK
 SV1378'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 14 INCHES LOWER IN
 SV1378'ELEVATION THAN THE STATION MARK.
 SV1378'
 SV1378'AZIMUTH MARK, STAMPED EDWALL USGS 1950, IS A STANDARD USC AND GS
 SV1378'AZIMUTH MARK DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 SV1378'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  TO REACH FROM THE
 SV1378'STATION, GO EAST FOR 0.5 MILE TO DIRT ROAD.  TURN RIGHT AND FOLLOW
 SV1378'DIRT ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS 90
 SV1378'FEET NORTHEAST OF THE CENTER OF THE ROAD INTERSECTION, 9 FEET WEST
 SV1378'OF A FENCE LINE AND 2-1/2 FEET NORTH OF POWER POLE 18.
 SV1378'
 SV1378'THE STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT IN EDWALL
 SV1378'GO NORTH ON THE SECTION LINE ROAD, DIRT, FOR 1.6 MILES.  TURN
 SV1378'WEST, LEFT, AND GO 0.7 MILE TO A T ROAD ON THE RIGHT.  TURN LEFT
 SV1378'INTO FIELD AND GO WEST FOR 0.5 MILE TO THE TOP OF THE KNOLL AND
 SV1378'STATION.  THE LAST 0.5 MILE IS VERY STEEP AND CAN ONLY BE DRIVEN
 SV1378'IN DRY WEATHER.
 SV1378
 SV1378                          STATION RECOVERY (1965)
 SV1378
 SV1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1378'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT AT THE AZIMUTH MARK,
 SV1378'THE FENCE LINE IS GONE AND THE POLE IS NOW NUMBER 26.  THERE IS NO T
 SV1378'ROAD RIGHT AT THE POINT DESIGNATED TO ENTER FIELD IN THE DIRECTIONS
 SV1378'TO REACH.  IF A TRUCK IS NOT DRIVEN TO THE STATION, CONTINUE WESTERLY
 SV1378'0.3 MILE ON THE GRAVEL ROAD BEYOND POINT FIELD IS TO BE ENTERED, TO
 SV1378'A GRAVEL SIDE ROAD RIGHT.  FROM HERE THE STATION IS 1/4 MILE SOUTH,
 SV1378'ON THE SUMMIT OF THE KNOLL, 105 YARDS EAST OF THE PROJECTED CENTER
 SV1378'LINE OF THE GRAVEL ROAD GOING NORTH.
 SV1378'
 SV1378'ROCKS HAVE BEEN PILED TO THE NORTH OF THE POWER POLE AT THE
 SV1378'AZIMUTH MARK, BUT THE MARK WAS RECOVERED BENEATH THE ROCKS, 2-1/2
 SV1378'FEET NORTH OF THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4930 ***********************************************************************
 SY4930  DESIGNATION -  EDWARDS
 SY4930  PID         -  SY4930
 SY4930  STATE/COUNTY-  WA/SNOHOMISH
 SY4930  USGS QUAD   -  EDMONDS WEST (1978)
 SY4930
 SY4930                         *CURRENT SURVEY CONTROL
 SY4930  ___________________________________________________________________
 SY4930* NAD 83(1991)-  47 48 07.88684(N)    122 23 38.21132(W)     ADJUSTED  
 SY4930* NAVD 88     -        36.     (meters)     118.     (feet)  VERTCON   
 SY4930  ___________________________________________________________________
 SY4930  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 SY4930  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 SY4930
 SY4930  HORZ ORDER  -  FIRST
 SY4930
 SY4930.The horizontal coordinates were established by classical geodetic methods
 SY4930.and adjusted by the National Geodetic Survey in December 1991..
 SY4930
 SY4930.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4930
 SY4930.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4930
 SY4930.The geoid height was determined by GEOID03.
 SY4930
 SY4930;                    North         East     Units Scale Factor Converg.
 SY4930;SPC WA N     -    90,374.274   383,107.102   MT  0.99995736   -1 09 42.9
 SY4930;SPC WA N     -   296,502.93  1,256,910.55   sFT  0.99995736   -1 09 42.9
 SY4930;UTM  10      - 5,294,492.744   545,381.254   MT  0.99962531   +0 26 56.4
 SY4930
 SY4930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4930!SPC WA N     -   0.99999800  x   0.99995736  =   0.99995536
 SY4930!UTM  10      -   0.99999800  x   0.99962531  =   0.99962331
 SY4930
 SY4930|---------------------------------------------------------------------|
 SY4930| PID    Reference Object                     Distance      Geod. Az  |
 SY4930|                                                           dddmmss.s |
 SY4930| CF6580 EDWARDS RM 1                         11.673 METERS 02500     |
 SY4930| CF6581 EDWARDS RM 2                         14.596 METERS 17306     |
 SY4930| SY4919 PT WELLS STAN OIL DOCK NW GAB       APPROX. 2.2 KM 1841352.1 |
 SY4930| SY4939 STANDARD OIL DOCK NW GABLE          APPROX. 2.2 KM 1841402.1 |
 SY4930| SY4940 TRIPOD ON PRESIDENT POINT 1952      APPROX. 7.1 KM 2353137.0 |
 SY4930| SY4921 BAN BANNER ON SHORE                 APPROX. 7.3 KM 2394922.0 |
 SY4930| SY4907 KINGSTON RADAR DOME                 APPROX. 7.5 KM 2744641.5 |
 SY4930| SY4926 APPLE 2                             APPROX. 6.8 KM 2815101.2 |
 SY4930| SY4917 COED 1968                           APPROX. 0.5 KM 3470925.4 |
 SY4930|---------------------------------------------------------------------|
 SY4930
 SY4930                          SUPERSEDED SURVEY CONTROL
 SY4930
 SY4930  NAD 83(1986)-  47 48 07.88187(N)    122 23 38.21458(W) AD(       ) 1
 SY4930  NAD 27      -  47 48 08.53500(N)    122 23 33.73500(W) AD(       ) 1
 SY4930  NGVD 29 (07/19/86)   35.     (m)          115.     (f) VERT ANG       
 SY4930
 SY4930.Superseded values are not recommended for survey control.
 SY4930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4930.See file dsdata.txt to determine how the superseded data were derived.
 SY4930
 SY4930_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4538194493(NAD 83)
 SY4930_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4930_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY4930
 SY4930  HISTORY     - Date     Condition        Report By
 SY4930  HISTORY     - 1921     MONUMENTED       CGS
 SY4930  HISTORY     - 1924     SEE DESCRIPTION  CGS
 SY4930  HISTORY     - 1926     SEE DESCRIPTION  CGS
 SY4930  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY4930  HISTORY     - 1950     SEE DESCRIPTION  LOCENG
 SY4930  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4930  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4930  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY4930  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4930  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY4930
 SY4930                          STATION DESCRIPTION
 SY4930
 SY4930'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4930'LOCATED ON POINT EDWARDS ON THE EASTERN SIDE OF PUGET SOUND AND ON
 SY4930'TOP OF THE BLUFF.  STATION IS LOCATED 70 METERS S FROM THE TOP OF
 SY4930'THE STAIRWAY AND BETWEEN THE FENCE AND THE EDGE OF THE BLUFF, FOUR
 SY4930'METERS FROM THE FENCE.  REFERENCE MARKS WERE SET JUST OUTSIDE THE
 SY4930'FENCE LINE.
 SY4930'
 SY4930'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY4930'CONCRETE, AS DESCRIBED IN NOTES 1C AND 11A.
 SY4930
 SY4930                          STATION RECOVERY (1924)
 SY4930
 SY4930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (HO)
 SY4930'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS--THE ORIGINAL
 SY4930'TRIPOD WAS FOUND IN PLACE.  THE STAIRWAY MENTIONED IN THE ORIGINAL
 SY4930'DESCRIPTION HAD BEEN DESTROYED.  THE STATION IS ABOUT 40 METERS SW
 SY4930'OF A SMALL BUNGALOW BELONGING TO THE DISTRICT SALES MANAGER OF THE
 SY4930'UNION OIL COMPANY, AND IS ABOUT 65 METERS W OF A 2-STORY COTTAGE.
 SY4930'IT IS ABOUT 100 METERS S OF THE WESTERLY OF TWO LARGE FUEL STORAGE
 SY4930'TANKS BELONGING TO THE UNION OIL COMPANY, AND ABOUT 200 METERS S OF
 SY4930'THE TOP OF A LONG STAIRWAY, LEADING FROM THE STORAGE TANKS ON THE
 SY4930'BLUFF TO THE DOCK BELOW.  THE STORAGE TANKS, STAIRWAY AND DOCK
 SY4930'MENTIONED, WERE ALL ESTABLISHED IN 1923.
 SY4930
 SY4930                          STATION RECOVERY (1926)
 SY4930
 SY4930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HAC)
 SY4930'RECOVERED AS DESCRIBED IN RECOVERY NOTE BY H. ODESSEY IN 1924.
 SY4930
 SY4930                          STATION RECOVERY (1934)
 SY4930
 SY4930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4930'STATION WAS RECOVERED.
 SY4930'
 SY4930'THE REFERENCE MARKS WERE NOT RECOVERED, THOUGH A THOROUGH SEARCH
 SY4930'WAS NOT MADE.  GROUND COVERED WITH HEAVY UNDERBRUSH.
 SY4930'
 SY4930'THE STAIRWAY MENTIONED IN ORIGINAL DESCRIPTION IS GONE.  HENCE,
 SY4930'REVISED DESCRIPTION FOLLOWS--
 SY4930'
 SY4930'STATION IS LOCATED ON POINT EDWARDS, ON THE EASTERN SIDE OF PUGET
 SY4930'SOUND, AND ON TOP OF BLUFF.  THE STATION IS IMMEDIATELY S OF THE
 SY4930'UNION OIL DOCK, AND ABOUT 1200 METERS S OF THE STANDARD OIL DOCK.
 SY4930'THERE IS A DISTINCT TRAIL, LEADING FROM THE BEACH A SHORT DISTANCE
 SY4930'N OF THE STATION, NEAR A SMALL SHACK (TELEPHONE AND TELEGRAPH
 SY4930'STATION), UP THE SIDE OF THE BLUFF, THEN ALONG THE EDGE TO THE
 SY4930'STATION.  EDGE OF BLUFF IS COVERED WITH DENSE UNDERGROWTH.
 SY4930
 SY4930                          STATION RECOVERY (1950)
 SY4930
 SY4930'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 SY4930'STATION IS ABOUT 300 FEET S OF E-W ROAD ENDING ON TOP OF THE BLUFF
 SY4930'JUST S OF THE UNION OIL TANKS.  IT IS ON A LINE WITH THE SE CORNER OF
 SY4930'A TILE WALL AND ROOF BUILDING AND THE TOP AIR VENT PIPE ON UNION OIL
 SY4930'TANK 1749 (NEAREST TANK).  IT IS 2 FEET E OF A 6-FOOT SQUARE HOLE
 SY4930'DUG ONE FOOT DEEP AND ABOUT 12 FEET FROM THE TOP OF THE BLUFF
 SY4930'WHICH IS RECEDING FAST.  THE SOUTHERLY REFERENCE MARK CHECKED FOR
 SY4930'POSITION.
 SY4930
 SY4930                          STATION RECOVERY (1951)
 SY4930
 SY4930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (GAN)
 SY4930'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND TO
 SY4930'BE IN GOOD CONDITION.  STATION MARK IS STAMPED EDWARDS 1921, AND
 SY4930'BOTH REFERENCE MARKS ARE UNSTAMPED.
 SY4930
 SY4930                          STATION RECOVERY (1952)
 SY4930
 SY4930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HGC)
 SY4930'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 SY4930'THE OLD STAIRWAY MENTIONED IN THE ORIGINAL DESCRIPTION IS GONE.  A
 SY4930'REVISED DESCRIPTION FOLLOWS.
 SY4930'
 SY4930'STATION IS LOCATED ON POINT EDWARDS, ON THE E SIDE OF PUGET SOUND,
 SY4930'ON THE TOP OF A BLUFF, APPROXIMATELY 1/2 MILE S-SW OF EDMONDS,
 SY4930'IMMEDIATELY S OF THE UNION OIL CO. DOCK, ABOUT 0.6 MILE N OF THE
 SY4930'STANDARD OIL CO. DOCK AT POINT WELLS, APPROXIMATELY 250 METERS S OF
 SY4930'AN OVERHEAD PIPELINE AND STAIRWAY CROSSING THE N.P. RAILROAD AND
 SY4930'LEADING FROM THE UNION OIL CO. DOCK TO THEIR OIL STORAGE TANKS, ABOUT
 SY4930'100 METERS S OF THE W OF THREE UNION OIL CO. OIL STORAGE TANKS,
 SY4930'ABOUT 75 METERS W-NW OF A NEWLY CONSTRUCTED COUNTRY HOME, ABOUT 70
 SY4930'METERS SW OF A NEWLY CONSTRUCTED BRICK AND TILE BUNGALOW THAT HAS AN
 SY4930'OPEN MEADOW IN FRONT, AND SW OF TWO ABANDONED WOODEN TYPE BUILDINGS.
 SY4930'IT IS A STANDARD TRIANGULATION-STATION DISK, STAMPED EDWARDS 1921
 SY4930'AND SET IN THE TOP OF A 12-INCH IN DIAMETER CONCRETE-FILLED
 SY4930'CONCRETE TILE.  THE MARK IS NEARLY FLUSH WITH THE SURFACE OF THE
 SY4930'GROUND, AND ABOUT 8 METERS E OF THE EDGE OF THE BLUFF AT THE S EDGE
 SY4930'OF AN OLD ABANDONED FRUIT ORCHARD.  A LARGE 4- BY 4- INCH BY
 SY4930'18-FOOT SIGNAL POLE WITH AN OBSERVATION PLATFORM ABOUT 2-1/2 FEET
 SY4930'ABOVE THE SURFACE OF THE GROUND SHOULD AID IN FUTURE RECOVERY OF THE
 SY4930'STATION.
 SY4930'
 SY4930'REFERENCE MARKS ARE STANDARD REFERENCE-MARK DISKS, UNSTAMPED AND
 SY4930'SET IN 4-INCH SQUARE CONCRETE MONUMENTS PROJECTING ABOUT 4 INCHES
 SY4930'ABOVE THE SURFACE.
 SY4930'
 SY4930'TO REACH BY TRUCK FROM EDMONDS GO S FOR ABOUT 0.5 MILE ALONG THIRD
 SY4930'AVENUE (ROAD TO RICHMOND BEACH) TO A UNION OIL COMPANY SIGN ON THE
 SY4930'RIGHT SIDE OF THE ROAD, TURN RIGHT AND GO FOR 0.3 MILE TO ROAD
 SY4930'FORKS, KEEP ON THE GRAVEL ROAD (ON LEFT FORK) AND PROCEED S FOR 0.3
 SY4930'MILE, TURN RIGHT AND GO W FOR 0.2 MILE TO A NEWLY CONSTRUCTED BRICK
 SY4930'AND TILE-ROOFED BUNGALOW, GO THROUGH THE METAL-IRON GATE, STOP TRUCK
 SY4930'HERE AND PROCEED ON FOOT FOR ABOUT 70 METERS PASSING THE SW CORNER
 SY4930'OF A WIRE FENCE, THENCE THROUGH AN ABANDONED ORCHARD TO THE
 SY4930'STATION.
 SY4930'
 SY4930'CONSIDERABLE CLEARING WAS DONE TO SEAWARD.
 SY4930'
 SY4930'STATION CAN ALSO BE REACHED BY BOAT FROM THE UNION OIL CO. DOCK.  USE
 SY4930'THE NEW STAIRWAY CROSSING THE NORTHERN PACIFIC RAILROAD TRACKS, AND
 SY4930'PROCEED S ALONG THE EDGE OF A BLUFF.
 SY4930
 SY4930                          STATION RECOVERY (1961)
 SY4930
 SY4930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SY4930'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 SY4930'DESCRIBED BY H.G.C. IN 1952 RECOVERY NOTE.
 SY4930
 SY4930                          STATION RECOVERY (1968)
 SY4930
 SY4930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4930'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 SY4930'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 SY4930'
 SY4930'THE STATION IS ON EDWARDS POINT, ON THE EAST SIDE OF PUGET SOUND, 1
 SY4930'MILE SOUTHWEST OF THE EDMONDS FERRY DOCK, ABOUT 250 YARDS SOUTH OF
 SY4930'OVERHEAD PIPELINES WHICH RUN FROM THE BEACH TO THE OIL TANKS ON THE
 SY4930'BLUFF, AND ON THE TIMBERED BLUFF ABOUT 100 FEET ABOVE THE WATER.
 SY4930'
 SY4930'THE STATION MARK, STAMPED EDWARD 1921, IS A STANDARD DISK SET IN A
 SY4930'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS ABOUT 75 YARDS
 SY4930'NORTHWEST OF A LARGE, MODERN HOUSE, 63 FEET NORTH OF THE PROJECTED
 SY4930'NORTH SIDE OF A CYCLONE FENCE, 30 FEET WEST OF THE PROJECTED WEST
 SY4930'SIDE OF THE CYCLONE FENCE, 29 FEET EAST OF THE UPPER EDGE OF THE
 SY4930'BLUFF AND 1 FOOT WEST OF A METAL WITNESS POST.
 SY4930'
 SY4930'REFERENCE MARK 1 IS AN UNSTAMPED STANDARD DISK SET IN A 6-INCH SQUARE
 SY4930'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 11 FEET NORTH OF A VINE
 SY4930'MAPLE TREE WHICH HAS BEEN CUT OFF AND NOW HAS ABOUT 10 SMALL TREES
 SY4930'GROWING FROM THE ONE STUMP.
 SY4930'
 SY4930'REFERENCE MARK 2 IS AN UNSTAMPED STANDARD DISK SET IN A 6-INCH SQUARE
 SY4930'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 35.5 FEET NORTHWEST OF
 SY4930'THE NORTHWEST CORNER OF THE CYCLONE FENCE, 29 FEET EAST OF THE
 SY4930'UPPER EDGE OF THE 100-FOOT BLUFF AND 16 FEET NORTH OF THE PROJECTED
 SY4930'NORTH SIDE OF THE CYCLONE FENCE.
 SY4930'
 SY4930'TO REACH FROM THE INTERSECTION OF MAIN STREET AND 3RD AVENUE IN
 SY4930'EDMONDS, GO SOUTH ON 3RD AVENUE FOR 0.6 MILE TO PINE STREET, TURN
 SY4930'RIGHT AND GO 0.2 MILE TO A Y, KEEP LEFT FORK AND GO 0.3 MILE TO
 SY4930'THE POINT WHERE THE ROAD CURVES SOUTH, GO SOUTH 0.1 MILE TO A
 SY4930'BLACKTOP DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO WEST ON THE
 SY4930'DRIVEWAY 0.1 MILE TO A GATE IN A CYCLONE FENCE AT THE LARGE HOUSE
 SY4930'AND A BLACKTOP PARKING STRIP INSIDE THE GATE ON THE SOUTH SIDE OF
 SY4930'THE DRIVEWAY.  WALK WEST 50 YARDS TO A NORTH-SOUTH FENCE AND A GATE
 SY4930'ON THE RIGHT AT A T-FENCE CORNER.  PASS THROUGH THE GATE AND WALK
 SY4930'WEST ALONG THE NORTH SIDE OF THE FENCE FOR 61 YARDS TO THE
 SY4930'NORTHWEST CORNER OF THE CYCLONE FENCE AND THE STATION ABOUT 25 YARDS
 SY4930'NORTH-NORTHWEST.
 SY4930
 SY4930                          STATION RECOVERY (1989)
 SY4930
 SY4930'RECOVERY NOTE BY US POWER SQUADRON 1989 (GLJ)
 SY4930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2342 ***********************************************************************
 TR2342  DESIGNATION -  EDWARDS 2
 TR2342  PID         -  TR2342
 TR2342  STATE/COUNTY-  WA/SAN JUAN
 TR2342  USGS QUAD   -  
 TR2342
 TR2342                         *CURRENT SURVEY CONTROL
 TR2342  ___________________________________________________________________
 TR2342* NAD 83(1991)-  48 29 55.99972(N)    123 07 59.91093(W)     ADJUSTED  
 TR2342* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 TR2342  ___________________________________________________________________
 TR2342  LAPLACE CORR-          -8.37  (seconds)                    DEFLEC99
 TR2342  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 TR2342
 TR2342  HORZ ORDER  -  SECOND
 TR2342
 TR2342.The horizontal coordinates were established by classical geodetic methods
 TR2342.and adjusted by the National Geodetic Survey in December 1991..
 TR2342
 TR2342.The orthometric height was scaled from a topographic map.
 TR2342
 TR2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2342
 TR2342.The geoid height was determined by GEOID03.
 TR2342
 TR2342;                    North         East     Units Scale Factor Converg.
 TR2342;SPC WA N     -   169,192.835   330,056.231   MT  0.99996435   -1 42 44.6
 TR2342;SPC WA N     -   555,093.49  1,082,859.48   sFT  0.99996435   -1 42 44.6
 TR2342;UTM  10      - 5,371,760.642   490,152.034   MT  0.99960119   -0 05 59.4
 TR2342
 TR2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2342!SPC WA N     -   1.00000090  x   0.99996435  =   0.99996525
 TR2342!UTM  10      -   1.00000090  x   0.99960119  =   0.99960209
 TR2342
 TR2342|---------------------------------------------------------------------|
 TR2342| PID    Reference Object                     Distance      Geod. Az  |
 TR2342|                                                           dddmmss.s |
 TR2342| CF8679 EDWARDS 2 RM 1                       16.600 METERS 02056     |
 TR2342| TR2332 PILE POINT RESET                    APPROX. 3.4 KM 1223047.7 |
 TR2342| CF8680 EDWARDS 2 RM 2                       24.610 METERS 12848     |
 TR2342|---------------------------------------------------------------------|
 TR2342
 TR2342                          SUPERSEDED SURVEY CONTROL
 TR2342
 TR2342  NAD 83(1986)-  48 29 55.99964(N)    123 07 59.91204(W) AD(       ) 2
 TR2342  NAD 27      -  48 29 56.64700(N)    123 07 55.24400(W) AD(       ) 2
 TR2342
 TR2342.Superseded values are not recommended for survey control.
 TR2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2342.See file dsdata.txt to determine how the superseded data were derived.
 TR2342
 TR2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9015271761(NAD 83)
 TR2342
 TR2342  HISTORY     - Date     Condition        Report By
 TR2342  HISTORY     - 1942     MONUMENTED       CGS
 TR2342  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2342  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR2342  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR2342  HISTORY     - 19950603 GOOD             USPSQD
 TR2342
 TR2342                          STATION DESCRIPTION
 TR2342
 TR2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2342'EDWARDS 2 IS ON THE HIGH, BOLD, ROUNDING POINT OF SAN JUAN ISLAND
 TR2342'ABOUT HALFWAY FROM PILE POINT TO LIMEKILN LIGHTHOUSE.
 TR2342'
 TR2342'STATION IS A BRONZE HYDROGRAPHIC STATION DISK WHICH WAS LOCATED
 TR2342'WHILE SEARCHING FOR STATION EDWARDS.  THIS STATION HAD NOT BEEN
 TR2342'STAMPED, BUT IS NOW STAMPED EDWARDS 2, 1942.  LOCATION IS ABOUT 150
 TR2342'METERS NW OF THE EDWARDS FARMHOUSE, ON A CONSPICUOUS LEDGE.
 TR2342'STATION IS 5 FEET E OF EDGE OF DROP-OFF, AND ABOUT 50 FEET W OF A
 TR2342'LEDGE 12 FEET HIGHER THAN STATION.
 TR2342'
 TR2342'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE AT THE TOPS OF
 TR2342'TILES WHICH ARE FASTENED BY MEANS OF CONCRETE TO THE UPPER ENDS OF
 TR2342'LONG WOODEN PILES DRIVEN INTO THE MARSH.
 TR2342'
 TR2342'REFERENCE MARK NO.1, 1942 IS LOCATED ON THE LEDGE E AND ABOUT 12
 TR2342'FEET HIGHER THAN STATION, 54.5 FEET DISTANT.
 TR2342'
 TR2342'REFERENCE MARK NO.2, 1942 IS LOCATED 80 FEET S OF STATION ON
 TR2342'ROCK OUTCROP AT ABOUT SAME ELEVATION AS STATION.
 TR2342
 TR2342                          STATION RECOVERY (1950)
 TR2342
 TR2342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2342'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2342'CONDITION.  ON THE SW SIDE OF SAN JUAN ISLAND, ABOUT 2 MILES NW
 TR2342'OF PILE POINT, 1-1/4 MILES SE OF LIME KILN LIGHT, ON A ROUND,
 TR2342'CONSPICUOUS POINT, ABOUT 200 METERS NW OF THE EDWARDS FARMHOUSE,
 TR2342'ON A LEDGE WHICH IS ABOUT 50 FEET W OF A HIGHER LEDGE, AND ABOUT
 TR2342'5 FEET E OF THE DROP-OFF TO THE HIGH-WATER LINE.  A STANDARD
 TR2342'HYDROGRAPHIC STATION DISK STAMPED EDWARDS 2 1942 SET IN CEMENT
 TR2342'IN A DRILL HOLE IN THE ROCK LEDGE.
 TR2342'
 TR2342'R.M. 1 IS LOCATED ON THE HIGHER LEDGE TO THE NNE OF THE STATION
 TR2342'AND IS A BRONZE REFERENCE DISK STAMPED EDWARDS 2 NO 1 1942 SET IN
 TR2342'A DRILL HOLE IN THE ROCK.
 TR2342'
 TR2342'R.M. 2 IS SE OF THE STATION ON A ROCK OUTCROP OF ABOUT THE SAME
 TR2342'ELEVATION AS THE STATION AND IS A BRONZE REFERENCE DISK STAMPED
 TR2342'EDWARDS 2 NO 2 1942 SET IN A DRILL HOLE IN THE ROCK.
 TR2342'
 TR2342'THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED AND FOUND TO BE
 TR2342'REVERSED.  THE DISTANCES SHOULD BE AS FOLLOWS--
 TR2342'
 TR2342'R.M. 2 1942 24.600 METERS.
 TR2342'
 TR2342'R.M. 1 1942 16.600 METERS.
 TR2342
 TR2342                          STATION RECOVERY (1953)
 TR2342
 TR2342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR2342'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR2342'AS DESCRIBED IN THE ORIGINAL DESCRIPTION.  THE ORIGINAL DESCRIPTION
 TR2342'IS ADEQUATE.  BOTH REFERENCE MARKS WERE MEASURED AND THE DISTANCES
 TR2342'VERIFIED.
 TR2342
 TR2342                          STATION RECOVERY (1955)
 TR2342
 TR2342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (PT)
 TR2342'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE 1942
 TR2342'DESCRIPTION IS ADEQUATE.
 TR2342
 TR2342                          STATION RECOVERY (1995)
 TR2342
 TR2342'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0369 ***********************************************************************
 TO0369  DESIGNATION -  EE 233
 TO0369  PID         -  TO0369
 TO0369  STATE/COUNTY-  WA/PEND OREILLE
 TO0369  USGS QUAD   -  NEWPORT (1986)
 TO0369
 TO0369                         *CURRENT SURVEY CONTROL
 TO0369  ___________________________________________________________________
 TO0369* NAD 83(1986)-  48 13 41.     (N)    117 06 28.     (W)     SCALED    
 TO0369* NAVD 88     -       631.696  (meters)    2072.49   (feet)  ADJUSTED  
 TO0369  ___________________________________________________________________
 TO0369  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TO0369  DYNAMIC HT  -         631.755 (meters)    2072.68  (feet)  COMP
 TO0369  MODELED GRAV-     980,684.5   (mgal)                       NAVD 88
 TO0369
 TO0369  VERT ORDER  -  FIRST     CLASS II
 TO0369
 TO0369.The horizontal coordinates were scaled from a topographic map and have
 TO0369.an estimated accuracy of +/- 6 seconds.
 TO0369
 TO0369.The orthometric height was determined by differential leveling
 TO0369.and adjusted by the National Geodetic Survey in June 1991..
 TO0369
 TO0369.The geoid height was determined by GEOID03.
 TO0369
 TO0369.The dynamic height is computed by dividing the NAVD 88
 TO0369.geopotential number by the normal gravity value computed on the
 TO0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0369.degrees latitude (g = 980.6199 gals.).
 TO0369
 TO0369.The modeled gravity was interpolated from observed gravity values.
 TO0369
 TO0369;                    North         East    Units  Estimated Accuracy
 TO0369;SPC WA N     -   143,240.      776,670.      MT  (+/- 180 meters Scaled)
 TO0369
 TO0369                          SUPERSEDED SURVEY CONTROL
 TO0369
 TO0369  NGVD 29 (??/??/92)  630.515  (m)         2068.61   (f) ADJ UNCH    1 2
 TO0369
 TO0369.Superseded values are not recommended for survey control.
 TO0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0369.See file dsdata.txt to determine how the superseded data were derived.
 TO0369
 TO0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP919416(NAD 83)
 TO0369_MARKER: DB = BENCH MARK DISK
 TO0369_SETTING: 80 = SET IN A BOULDER
 TO0369_SP_SET: BOULDER
 TO0369_STAMPING: EE 233 1942
 TO0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0369+STABILITY: SURFACE MOTION
 TO0369
 TO0369  HISTORY     - Date     Condition        Report By
 TO0369  HISTORY     - 1942     MONUMENTED       CGS
 TO0369  HISTORY     - 1966     MARK NOT FOUND   USGS
 TO0369
 TO0369                          STATION DESCRIPTION
 TO0369
 TO0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0369'5.2 MI NW FROM NEWPORT.
 TO0369'ALONG CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RR, FROM DEPOT, 24 FEET
 TO0369'NORTH OF TRACK AND ABOUT TRACK LEVEL.  A DISK SET IN A BOULDER.
 TO0369
 TO0369                          STATION RECOVERY (1966)
 TO0369
 TO0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TO0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0588 ***********************************************************************
 TR0588  DESIGNATION -  EE 257
 TR0588  PID         -  TR0588
 TR0588  STATE/COUNTY-  WA/JEFFERSON
 TR0588  USGS QUAD   -  NORDLAND (1973)
 TR0588
 TR0588                         *CURRENT SURVEY CONTROL
 TR0588  ___________________________________________________________________
 TR0588* NAD 83(1986)-  48 03 59.     (N)    122 43 43.     (W)     SCALED    
 TR0588* NAVD 88     -        38.791  (meters)     127.27   (feet)  ADJUSTED  
 TR0588  ___________________________________________________________________
 TR0588  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 TR0588  DYNAMIC HT  -          38.800 (meters)     127.30  (feet)  COMP
 TR0588  MODELED GRAV-     980,849.4   (mgal)                       NAVD 88
 TR0588
 TR0588  VERT ORDER  -  FIRST     CLASS II
 TR0588
 TR0588.The horizontal coordinates were scaled from a topographic map and have
 TR0588.an estimated accuracy of +/- 6 seconds.
 TR0588
 TR0588.The orthometric height was determined by differential leveling
 TR0588.and adjusted by the National Geodetic Survey in June 1991..
 TR0588
 TR0588.The geoid height was determined by GEOID03.
 TR0588
 TR0588.The dynamic height is computed by dividing the NAVD 88
 TR0588.geopotential number by the normal gravity value computed on the
 TR0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0588.degrees latitude (g = 980.6199 gals.).
 TR0588
 TR0588.The modeled gravity was interpolated from observed gravity values.
 TR0588
 TR0588;                    North         East    Units  Estimated Accuracy
 TR0588;SPC WA N     -   120,300.      358,770.      MT  (+/- 180 meters Scaled)
 TR0588
 TR0588                          SUPERSEDED SURVEY CONTROL
 TR0588
 TR0588  NGVD 29 (??/??/92)   37.668  (m)          123.58   (f) ADJ UNCH    1 2
 TR0588
 TR0588.Superseded values are not recommended for survey control.
 TR0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0588.See file dsdata.txt to determine how the superseded data were derived.
 TR0588
 TR0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU202237(NAD 83)
 TR0588_MARKER: DD = SURVEY DISK
 TR0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0588_STAMPING: EE 257
 TR0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0588+STABILITY: SURFACE MOTION
 TR0588
 TR0588  HISTORY     - Date     Condition        Report By
 TR0588  HISTORY     - UNK      MONUMENTED       DOD
 TR0588  HISTORY     - 1944     GOOD             NGS
 TR0588  HISTORY     - 1963     MARK NOT FOUND   USGS
 TR0588
 TR0588                          STATION DESCRIPTION
 TR0588
 TR0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TR0588'IN INDIAN ISLAND.
 TR0588'2.3 MILES NORTH ALONG THE ROAD FROM THE MAIN GATE, IN THE U.S. NAVAL
 TR0588'MAGAZINE RESERVATION ON INDIAN ISLAND, ALONG COUNTY ROAD WHICH RUNS
 TR0588'THE LENGTH OF AND BISECTS THE RESERVATION, 0.45 MILE SOUTHWEST OF
 TR0588'CROSSING OF NORTH-SOUTH GRAVEL ROAD, 0.65 MILE NORTHEAST OF CROSSING
 TR0588'OF EAST-WEST GRAVEL ROAD, 160.0 FEET NORTHEAST OF BENCH MARK E 257,
 TR0588'112.0 FEET NORTHEAST OF BREAK IN GRADE, 25.5 FEET SOUTHEAST OF
 TR0588'CENTER-LINE OF ROAD, LEVEL WITH THE ROAD, SET IN TOP OF CONCRETE POST
 TR0588'PROJECTING 1.0 INCH ABOVE THE GROUND.  STAMPED-- EE 257.
 TR0588
 TR0588                          STATION RECOVERY (1963)
 TR0588
 TR0588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TR0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0925 ***********************************************************************
 SA0925  DESIGNATION -  EE 323
 SA0925  PID         -  SA0925
 SA0925  STATE/COUNTY-  WA/FRANKLIN
 SA0925  USGS QUAD   -  PASCO (1992)
 SA0925
 SA0925                         *CURRENT SURVEY CONTROL
 SA0925  ___________________________________________________________________
 SA0925* NAD 83(1986)-  46 14 01.     (N)    119 06 41.     (W)     SCALED    
 SA0925* NAVD 88     -       117.139  (meters)     384.31   (feet)  ADJUSTED  
 SA0925  ___________________________________________________________________
 SA0925  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SA0925  DYNAMIC HT  -         117.144 (meters)     384.33  (feet)  COMP
 SA0925  MODELED GRAV-     980,650.2   (mgal)                       NAVD 88
 SA0925
 SA0925  VERT ORDER  -  SECOND    CLASS 0
 SA0925
 SA0925.The horizontal coordinates were scaled from a topographic map and have
 SA0925.an estimated accuracy of +/- 6 seconds.
 SA0925
 SA0925.The orthometric height was determined by differential leveling
 SA0925.and adjusted by the National Geodetic Survey in June 1991..
 SA0925
 SA0925.The geoid height was determined by GEOID03.
 SA0925
 SA0925.The dynamic height is computed by dividing the NAVD 88
 SA0925.geopotential number by the normal gravity value computed on the
 SA0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0925.degrees latitude (g = 980.6199 gals.).
 SA0925
 SA0925.The modeled gravity was interpolated from observed gravity values.
 SA0925
 SA0925;                    North         East    Units  Estimated Accuracy
 SA0925;SPC WA S     -   101,010.      607,100.      MT  (+/- 180 meters Scaled)
 SA0925
 SA0925                          SUPERSEDED SURVEY CONTROL
 SA0925
 SA0925  NGVD 29 (??/??/92)  116.113  (m)          380.95   (f) ADJ UNCH    2 0
 SA0925
 SA0925.Superseded values are not recommended for survey control.
 SA0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0925.See file dsdata.txt to determine how the superseded data were derived.
 SA0925
 SA0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM372221(NAD 83)
 SA0925_MARKER: DB = BENCH MARK DISK
 SA0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0925_STAMPING: EE 323 1949
 SA0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0925+STABILITY: SURFACE MOTION
 SA0925
 SA0925  HISTORY     - Date     Condition        Report By
 SA0925  HISTORY     - 1949     MONUMENTED       CGS
 SA0925  HISTORY     - 1963     MARK NOT FOUND   USGS
 SA0925
 SA0925                          STATION DESCRIPTION
 SA0925
 SA0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA0925'1.1 MI W FROM PASCO.
 SA0925'ABOUT 0.2 MILE SOUTH ALONG U. S. HIGHWAY 395 FROM THE COURTHOUSE AT
 SA0925'PASCO, THENCE 0.9 MILE WEST ALONG SYLVESTER ROAD, AT THE INTERSECTION
 SA0925'OF SYLVESTER ROAD AND DAKOTA STREET, 58.0 FEET SOUTHWEST OF THE CENTER
 SA0925'OF THE INTERSECTION, 3.0 FEET SOUTH OF A POWER POLE, 2.0 FEET EAST OF
 SA0925'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 SA0925'OF A CONCRETE POST PROJECTING 3 INCHES.
 SA0925
 SA0925                          STATION RECOVERY (1963)
 SA0925
 SA0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 SA0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0884 ***********************************************************************
 RZ0884  DESIGNATION -  EE 38 PP+L
 RZ0884  PID         -  RZ0884
 RZ0884  STATE/COUNTY-  WA/ASOTIN
 RZ0884  USGS QUAD   -  STEMBER CREEK (1971)
 RZ0884
 RZ0884                         *CURRENT SURVEY CONTROL
 RZ0884  ___________________________________________________________________
 RZ0884* NAD 83(1986)-  46 24 17.     (N)    117 15 06.     (W)     SCALED    
 RZ0884* NAVD 88     -       290.998  (meters)     954.72   (feet)  ADJUSTED  
 RZ0884  ___________________________________________________________________
 RZ0884  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 RZ0884  DYNAMIC HT  -         290.998 (meters)     954.72  (feet)  COMP
 RZ0884  MODELED GRAV-     980,605.1   (mgal)                       NAVD 88
 RZ0884
 RZ0884  VERT ORDER  -  FIRST     CLASS I
 RZ0884
 RZ0884.The horizontal coordinates were scaled from a topographic map and have
 RZ0884.an estimated accuracy of +/- 6 seconds.
 RZ0884
 RZ0884.The orthometric height was determined by differential leveling
 RZ0884.and adjusted by the National Geodetic Survey in June 1991..
 RZ0884.WARNING-Repeat measurements at this control monument indicate possible
 RZ0884.vertical movement.
 RZ0884
 RZ0884.The geoid height was determined by GEOID03.
 RZ0884
 RZ0884.The dynamic height is computed by dividing the NAVD 88
 RZ0884.geopotential number by the normal gravity value computed on the
 RZ0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0884.degrees latitude (g = 980.6199 gals.).
 RZ0884
 RZ0884.The modeled gravity was interpolated from observed gravity values.
 RZ0884
 RZ0884;                    North         East    Units  Estimated Accuracy
 RZ0884;SPC WA S     -   124,230.      749,700.      MT  (+/- 180 meters Scaled)
 RZ0884
 RZ0884                          SUPERSEDED SURVEY CONTROL
 RZ0884
 RZ0884  NGVD 29 (??/??/92)  290.022  (m)          951.51   (f) ADJ UNCH    1 1
 RZ0884
 RZ0884.Superseded values are not recommended for survey control.
 RZ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0884.See file dsdata.txt to determine how the superseded data were derived.
 RZ0884
 RZ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM806390(NAD 83)
 RZ0884_MARKER: DD = SURVEY DISK
 RZ0884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0884_SP_SET: CULVERT
 RZ0884_STAMPING: E E 38 1933
 RZ0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0884
 RZ0884  HISTORY     - Date     Condition        Report By
 RZ0884  HISTORY     - 1933     MONUMENTED       PG+E
 RZ0884  HISTORY     - 1968     GOOD             NGS
 RZ0884  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0884
 RZ0884                          STATION DESCRIPTION
 RZ0884
 RZ0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ0884'12.0 MI W FROM CLARKSTON.
 RZ0884'12.0 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE WEST END OF THE SNAKE
 RZ0884'RIVER BRIDGE AT CLARKSTON, 0.05 MILE EAST OF A STATE HIGHWAY
 RZ0884'DEPARTMENT SAND AND GRAVEL HOPPER, NEAR MILEPOST 423, 26 FEET NORTH OF
 RZ0884'THE CENTER LINE OF THE HIGHWAY, IN THE TOP AND 2.0 FEET WEST OF THE
 RZ0884'EAST END OF THE NORTH CONCRETE HEADWALL OF A CONCRETE BOX CULVERT,
 RZ0884'86.3 FEET WEST OF BENCH MARK E 38, AND ABOUT 10 FEET LOWER THAN THE
 RZ0884'HIGHWAY.
 RZ0884
 RZ0884                          STATION RECOVERY (1980)
 RZ0884
 RZ0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0884'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THERE
 RZ0884'IS A NEW HEADWALL IN THE DESCRIBED LOCATION, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0423 ***********************************************************************
 SW0423  DESIGNATION -  EE 72
 SW0423  PID         -  SW0423
 SW0423  STATE/COUNTY-  WA/GRANT
 SW0423  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW0423
 SW0423                         *CURRENT SURVEY CONTROL
 SW0423  ___________________________________________________________________
 SW0423* NAD 83(1986)-  47 57 36.     (N)    118 59 08.     (W)     SCALED    
 SW0423* NAVD 88     -       335.088  (meters)    1099.37   (feet)  ADJUSTED  
 SW0423  ___________________________________________________________________
 SW0423  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SW0423  DYNAMIC HT  -         335.122 (meters)    1099.48  (feet)  COMP
 SW0423  MODELED GRAV-     980,705.2   (mgal)                       NAVD 88
 SW0423
 SW0423  VERT ORDER  -  SECOND    CLASS 0
 SW0423
 SW0423.The horizontal coordinates were scaled from a topographic map and have
 SW0423.an estimated accuracy of +/- 6 seconds.
 SW0423
 SW0423.The orthometric height was determined by differential leveling
 SW0423.and adjusted by the National Geodetic Survey in June 1991..
 SW0423
 SW0423.The geoid height was determined by GEOID03.
 SW0423
 SW0423.The dynamic height is computed by dividing the NAVD 88
 SW0423.geopotential number by the normal gravity value computed on the
 SW0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0423.degrees latitude (g = 980.6199 gals.).
 SW0423
 SW0423.The modeled gravity was interpolated from observed gravity values.
 SW0423
 SW0423;                    North         East    Units  Estimated Accuracy
 SW0423;SPC WA S     -   293,080.      613,120.      MT  (+/- 180 meters Scaled)
 SW0423
 SW0423                          SUPERSEDED SURVEY CONTROL
 SW0423
 SW0423  NGVD 29 (??/??/92)  333.893  (m)         1095.45   (f) ADJ UNCH    2 0
 SW0423
 SW0423.Superseded values are not recommended for survey control.
 SW0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0423.See file dsdata.txt to determine how the superseded data were derived.
 SW0423
 SW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP517137(NAD 83)
 SW0423_MARKER: DB = BENCH MARK DISK
 SW0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SW0423_SP_SET: FOUNDATION
 SW0423_STAMPING: EE-72 1935
 SW0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0423
 SW0423  HISTORY     - Date     Condition        Report By
 SW0423  HISTORY     - 1935     MONUMENTED       CGS
 SW0423  HISTORY     - 1937     GOOD             NGS
 SW0423  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0423  HISTORY     - 1981     MARK NOT FOUND   NGS
 SW0423
 SW0423                          STATION DESCRIPTION
 SW0423
 SW0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 SW0423'IN ADMINISTRATION CITY.
 SW0423'ALONG HIGHWAY FROM ALMIRA TO ADMINISTRATION CITY, 0.2 MILE SOUTHEAST
 SW0423'OF ADMINISTRATION BUILDING, 200 FEET NORTH OF ENTRANCE OF U.S. VISTA
 SW0423'POINT, 13 FEET WEST OF CENTER LINE OF HIGHWAY, SET ON TOP OF SOUTHEAST
 SW0423'CORNER OF SOUTHEAST END CONCRETE FOUNDATION OF RAILROAD OVERPASS.
 SW0423'STANDARD DISK.  NOTE-- RR OVERPASS GONE.
 SW0423
 SW0423                          STATION RECOVERY (1966)
 SW0423
 SW0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0423'MARK NOT FOUND.
 SW0423
 SW0423                          STATION RECOVERY (1981)
 SW0423
 SW0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0423'NOT RECOVERED BELIEVED DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3076 ***********************************************************************
 SY3076  DESIGNATION -  EGG
 SY3076  PID         -  SY3076
 SY3076  STATE/COUNTY-  WA/PIERCE
 SY3076  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3076
 SY3076                         *CURRENT SURVEY CONTROL
 SY3076  ___________________________________________________________________
 SY3076* NAD 83(1991)-  47 11 20.01187(N)    122 41 43.92060(W)     ADJUSTED  
 SY3076* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY3076  ___________________________________________________________________
 SY3076  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 SY3076  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 SY3076
 SY3076  HORZ ORDER  -  SECOND
 SY3076
 SY3076.The horizontal coordinates were established by classical geodetic methods
 SY3076.and adjusted by the National Geodetic Survey in December 1991..
 SY3076
 SY3076.The orthometric height was scaled from a topographic map.
 SY3076
 SY3076.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3076
 SY3076.The geoid height was determined by GEOID03.
 SY3076
 SY3076;                    North         East     Units Scale Factor Converg.
 SY3076;SPC WA S     -   208,567.435   333,632.376   MT  0.99997016   -1 35 41.4
 SY3076;SPC WA S     -   684,274.99  1,094,592.22   sFT  0.99997016   -1 35 41.4
 SY3076;UTM  10      - 5,226,200.320   523,065.528   MT  0.99960654   +0 13 24.1
 SY3076
 SY3076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3076!SPC WA S     -   1.00000305  x   0.99997016  =   0.99997321
 SY3076!UTM  10      -   1.00000305  x   0.99960654  =   0.99960958
 SY3076
 SY3076:                Primary Azimuth Mark                     Grid Az
 SY3076:SPC WA S     -  WAG                                      148 00 35.7
 SY3076:UTM  10      -  WAG                                      146 11 30.2
 SY3076
 SY3076|---------------------------------------------------------------------|
 SY3076| PID    Reference Object                     Distance      Geod. Az  |
 SY3076|                                                           dddmmss.s |
 SY3076| SY3068 WAG                                 APPROX. 0.6 KM 1462454.3 |
 SY3076| CE3996 EGG RM 1                             11.914 METERS 17354     |
 SY3076| CE3997 EGG RM 2                             10.125 METERS 24704     |
 SY3076|---------------------------------------------------------------------|
 SY3076
 SY3076                          SUPERSEDED SURVEY CONTROL
 SY3076
 SY3076  NAD 83(1986)-  47 11 20.00665(N)    122 41 43.92995(W) AD(       ) 2
 SY3076  NAD 27      -  47 11 20.64800(N)    122 41 39.47100(W) AD(       ) 2
 SY3076
 SY3076.Superseded values are not recommended for survey control.
 SY3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3076.See file dsdata.txt to determine how the superseded data were derived.
 SY3076
 SY3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2306626200(NAD 83)
 SY3076_MARKER: DS = TRIANGULATION STATION DISK
 SY3076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3076
 SY3076  HISTORY     - Date     Condition        Report By
 SY3076  HISTORY     - 1924     MONUMENTED       CGS
 SY3076  HISTORY     - 1935     GOOD             CGS
 SY3076  HISTORY     - 1967     MARK NOT FOUND   CGS
 SY3076  HISTORY     - 1979     MARK NOT FOUND   NGS
 SY3076
 SY3076                          STATION DESCRIPTION
 SY3076
 SY3076'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3076'STATION IS ON THE N POINT OF EAGLE ISLAND ON THE BEACH.  THE
 SY3076'ISLAND IS BETWEEN MC NEILL ISLAND AND ANDERSON ISLAND AND THE
 SY3076'STATION IS ON THE BALCH PASSAGE SIDE OF THE SAME.  THE STATION
 SY3076'IS ON THE BEACH AND ABOUT 15 FEET FROM THE EDGE OF THE WOODED
 SY3076'BRUSH AND IS COVERED BY 6 INCHES OF WATER AT HIGH TIDE.
 SY3076'
 SY3076'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3076'CONCRETE.
 SY3076'
 SY3076'REFERENCE MARKS WERE PLACED ON EITHER SIDE OF THE STATION AT THE
 SY3076'HIGH-WATER MARK AND AT THE EDGE OF THE BRUSH.
 SY3076'
 SY3076'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3076
 SY3076                          STATION RECOVERY (1935)
 SY3076
 SY3076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3076'STATION RECOVERED IN PUGET SOUND ON THE N SIDE OF EAGLE ISLAND,
 SY3076'12 METERS OFFSHORE FROM THE HIGHER HIGH-WATER LINE AND BLUFF
 SY3076'LINE.  STATION SEES TO THE SW AS FAR AS OTSO POINT.  FROM THE
 SY3076'STATION THE END OF THE DOCK AT THE PENITENTIARY ON MC NEIL ISLAND
 SY3076'AND THE FERRY SLIP ON THE E SHORE OF THE SOUND ARE IN RANGE.
 SY3076'
 SY3076'BOTH REFERENCE MARKS WERE RECOVERED AND AS ORIGINALLY DESCRIBED,
 SY3076'ARE AT HIGH WATER.
 SY3076
 SY3076                          STATION RECOVERY (1967)
 SY3076
 SY3076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3076'THE STATION AND REFERENCE MARKS WERE NOT RECOVERED.  A BROKEN
 SY3076'CONCRETE MONUMENT WAS FOUND AT THE DESCRIBED LOCATION OF REFERENCE
 SY3076'MARK 1.  CONSIDERABLE EROSION HAS TAKEN PLACE ALONG THE NORTH SHORE
 SY3076'OF THE ISLAND AND THE STATION WAS PROBABLY WASHED OUT.
 SY3076
 SY3076                          STATION RECOVERY (1979)
 SY3076
 SY3076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SY3076'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR,
 SY3076'BUT NOT FOUND, THERE HAS BEEN A LOT OF CUTTING ON THE BANK. THE
 SY3076'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2105 ***********************************************************************
 TR2105  DESIGNATION -  EGG 2
 TR2105  PID         -  TR2105
 TR2105  STATE/COUNTY-  WA/SAN JUAN
 TR2105  USGS QUAD   -  SHAW ISLAND (1994)
 TR2105
 TR2105                         *CURRENT SURVEY CONTROL
 TR2105  ___________________________________________________________________
 TR2105* NAD 83(1991)-  48 34 42.37840(N)    122 59 56.93441(W)     ADJUSTED  
 TR2105* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2105  ___________________________________________________________________
 TR2105  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 TR2105  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 TR2105
 TR2105  HORZ ORDER  -  SECOND
 TR2105
 TR2105.The horizontal coordinates were established by classical geodetic methods
 TR2105.and adjusted by the National Geodetic Survey in December 1991..
 TR2105
 TR2105.The orthometric height was scaled from a topographic map.
 TR2105
 TR2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2105
 TR2105.The geoid height was determined by GEOID03.
 TR2105
 TR2105;                    North         East     Units Scale Factor Converg.
 TR2105;SPC WA N     -   177,747.414   340,215.458   MT  0.99997456   -1 36 45.0
 TR2105;SPC WA N     -   583,159.64  1,116,190.22   sFT  0.99997456   -1 36 45.0
 TR2105;UTM  10      - 5,380,594.506   500,062.809   MT  0.99960000   +0 00 02.3
 TR2105
 TR2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2105!SPC WA N     -   1.00000301  x   0.99997456  =   0.99997757
 TR2105!UTM  10      -   1.00000301  x   0.99960000  =   0.99960301
 TR2105
 TR2105:                Primary Azimuth Mark                     Grid Az
 TR2105:SPC WA N     -  SWIFT RESET                              160 41 31.3
 TR2105:UTM  10      -  SWIFT RESET                              159 04 44.0
 TR2105
 TR2105|---------------------------------------------------------------------|
 TR2105| PID    Reference Object                     Distance      Geod. Az  |
 TR2105|                                                           dddmmss.s |
 TR2105| TR2101 SWIFT RESET                         APPROX. 2.3 KM 1590446.3 |
 TR2105| CF8681 EGG 2 RM 1                            5.355 METERS 19219     |
 TR2105| CF8682 EGG 2 RM 2                            4.585 METERS 30211     |
 TR2105|---------------------------------------------------------------------|
 TR2105
 TR2105                          SUPERSEDED SURVEY CONTROL
 TR2105
 TR2105  NAD 83(1986)-  48 34 42.37962(N)    122 59 56.93623(W) AD(       ) 2
 TR2105  NAD 27      -  48 34 43.02000(N)    122 59 52.29200(W) AD(       ) 2
 TR2105
 TR2105.Superseded values are not recommended for survey control.
 TR2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2105.See file dsdata.txt to determine how the superseded data were derived.
 TR2105
 TR2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0006380595(NAD 83)
 TR2105_MARKER: DS = TRIANGULATION STATION DISK
 TR2105_SETTING: 66 = SET IN ROCK OUTCROP
 TR2105
 TR2105  HISTORY     - Date     Condition        Report By
 TR2105  HISTORY     - 1940     MONUMENTED       CGS
 TR2105  HISTORY     - 1950     GOOD             CGS
 TR2105  HISTORY     - 1954     GOOD             CGS
 TR2105  HISTORY     - 1973     GOOD             USGS
 TR2105  HISTORY     - 1988     GOOD             USPSQD
 TR2105  HISTORY     - 20010902 GOOD             USPSQD
 TR2105
 TR2105                          STATION DESCRIPTION
 TR2105
 TR2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2105'DRILL HOLE WAS RECOVERED AND RE-MARKED WITH STANDARD DISK STAMPED
 TR2105'EGG 1894-1940.  REFERENCE MARKS WERE ESTABLISHED AND STAMPED IN
 TR2105'LIKE MANNER.
 TR2105'
 TR2105'ON A ROCKY ISLET OFF THE SW SHORE OF SHAW ISLAND AND BETWEEN POINT
 TR2105'GEORGE AND NECK POINT 2.7 NAUTICAL MILES FROM TURN ISLAND.  THERE
 TR2105'ARE A NUMBER OF ISLETS HERE AND STATION IS ON THE LARGEST AND
 TR2105'HIGHEST.  THERE IS A LONG BIGHT AND GRAVEL BEACH ON SHAW ISLAND BACK
 TR2105'OF THE STATION.  POINT GEORGE IS IN RANGE WITH TURN ISLAND.  STATION
 TR2105'IS ON HIGHEST PART OF ISLET CLOSE TO THE NW SIDE AND ABOUT 12 FEET
 TR2105'ABOVE HIGH WATER.
 TR2105'
 TR2105'COMPUTATIONS SHOW OLD STATION NOT RECOVERED.
 TR2105'
 TR2105'OFFICE NOTE--NO GEOGRAPHIC POSITION EXIST FOR EGG 1894.
 TR2105
 TR2105                          STATION RECOVERY (1950)
 TR2105
 TR2105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2105'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TR2105'CONDITION.
 TR2105'
 TR2105'STATION IS ABOUT 2-3/4 NAUTICAL MILES NNE OF FRIDAY HARBOR, ON THE E
 TR2105'SIDE OF SAN JUAN CHANNEL, ON THE W SIDE OF SHAW ISLAND, IN THE BIGHT
 TR2105'ON THE S SIDE OF THE NW POINT OF THE ISLAND, ON A SMALL ROCKY BARREN
 TR2105'ISLAND (THE LARGEST OF A GROUP OF FIVE, ABOUT 3/4 MILE SE OF NECK
 TR2105'POINT), ABOUT 100 METERS S OF A GRAVEL BEACH, ON THE HIGHEST POINT
 TR2105'OF THE ISLAND, ABOUT 12 FEET ABOVE THE WATER, AND ABOUT 3 METERS SW
 TR2105'OF THE NE TIP OF THE MAIN ISLAND.
 TR2105'
 TR2105'STATION MARK IS A BRONZE STATION DISK STAMPED EGG 1894 1940 SET IN
 TR2105'A DRILL HOLE IN THE ROCK.  THIS STATION IS STAMPED IN ERROR AND IS
 TR2105'NOT THE ORIGINAL EGG 1894.
 TR2105'
 TR2105'R.M. 1 IS SSW OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 TR2105'STAMPED EGG 1894 1940 1 SET IN A DRILL HOLE IN THE ROCK.
 TR2105'
 TR2105'R.M. 2 IS NW OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 TR2105'STAMPED EGG 2 1894 1940 2 SET IN A DRILL HOLE IN THE ROCK.
 TR2105'
 TR2105'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2105
 TR2105                          STATION RECOVERY (1954)
 TR2105
 TR2105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2105'THE STATION WAS RECOVERED IN GOOD CONDITION.  AS THERE WERE SOME
 TR2105'SLIGHT DISCREPANCIES IN THE EXACT LOCATION OF THE STATION ON THE
 TR2105'SMALL ISLAND, A REVISED DESCRIPTION FOLLOWS--
 TR2105'
 TR2105'STATION IS ABOUT 2-3/4 NAUTICAL MI. N-NE OF FRIDAY HARBOR, ON THE E
 TR2105'SIDE OF SAN JUAN CHANNEL, ON THE W SIDE OF SHAW ISLAND, IN THE
 TR2105'BIGHT ON THE S SIDE OF THE NW POINT OF THE ISLAND, ON A ROCKY BARREN
 TR2105'ISLET (THE LARGEST OF A GROUP OF SEVEN LOCATED ABOUT 3/4 NAUTICAL
 TR2105'MI. E-SE OF NECK POINT), ABOUT 1 M. W OF THE E SIDE OF THE ISLET,
 TR2105'ABOUT 55 M. N OF THE S TIP OF THE ISLET, ABOUT 65 TO 70 M. S OF THE
 TR2105'N END OF THE ISLET, AND ON THE HIGHEST POINT OF THE ISLET ABOUT 12
 TR2105'FT. ABOVE THE WATER.
 TR2105'
 TR2105'STATION MARK IS A STANDARD BRONZE DISK, STAMPED EGG 1894 1940 AND
 TR2105'CEMENTED INTO A DRILL HOLE IN ROCK.  THIS STATION IS INCORRECTLY
 TR2105'STAMPED AND IS NOT THE ORIGINAL EGG 1894.
 TR2105'
 TR2105'REFERENCE MARK 1 IS A STANDARD BRONZE REFERENCE DISK, 5.36 M. S OF
 TR2105'THE STATION, AND STAMPED EGG 1894 1940 1.
 TR2105'
 TR2105'REFERENCE MARK 2 IS A STANDARD BRONZE REFERENCE DISK, 4.58 M. NW OF
 TR2105'THE STATION, AND STAMPED EGG 1894 1940 2.
 TR2105
 TR2105                          STATION RECOVERY (1973)
 TR2105
 TR2105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2105'STATION WAS FOUND AS DESCRIBED, NEW ELEV ESTABLISHED.
 TR2105
 TR2105                          STATION RECOVERY (1988)
 TR2105
 TR2105'RECOVERY NOTE BY US POWER SQUADRON 1988 (SG)
 TR2105'RECOVERED IN GOOD CONDITION.
 TR2105
 TR2105                          STATION RECOVERY (2001)
 TR2105
 TR2105'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 TR2105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2176 ***********************************************************************
 RC2176  DESIGNATION -  EIGHTEEN MILE IS BARN N GAB
 RC2176  PID         -  RC2176
 RC2176  STATE/COUNTY-  WA/KLICKITAT
 RC2176  USGS QUAD   -  WHITE SALMON (1994)
 RC2176
 RC2176                         *CURRENT SURVEY CONTROL
 RC2176  ___________________________________________________________________
 RC2176* NAD 83(1991)-  45 41 22.75062(N)    121 25 19.14084(W)     ADJUSTED  
 RC2176* NAVD 88     -                                                        
 RC2176  ___________________________________________________________________
 RC2176  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 RC2176  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RC2176
 RC2176  HORZ ORDER  -  THIRD
 RC2176
 RC2176.The horizontal coordinates were established by classical geodetic methods
 RC2176.and adjusted by the National Geodetic Survey in October 1991..
 RC2176
 RC2176
 RC2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2176
 RC2176.The geoid height was determined by GEOID03.
 RC2176
 RC2176;                    North         East     Units Scale Factor Converg.
 RC2176;SPC WA S     -    40,025.307   428,180.945   MT  1.00003566   -0 40 11.0
 RC2176;SPC WA S     -   131,316.36  1,404,790.32   sFT  1.00003566   -0 40 11.0
 RC2176;SPC OR N     -   225,211.134 2,428,188.033   MT  0.99993590   -0 39 13.9
 RC2176;SPC OR N     -   738,881.67  7,966,496.17   iFT  0.99993590   -0 39 13.9
 RC2176;UTM  10      - 5,060,777.654   622,870.447   MT  0.99978561   +1 07 45.5
 RC2176
 RC2176                          SUPERSEDED SURVEY CONTROL
 RC2176
 RC2176  NAD 83(1986)-  45 41 22.76375(N)    121 25 19.13959(W) AD(       ) 4
 RC2176  NAD 27      -  45 41 23.33000(N)    121 25 14.88800(W) AD(       ) 3
 RC2176
 RC2176.Superseded values are not recommended for survey control.
 RC2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2176.See file dsdata.txt to determine how the superseded data were derived.
 RC2176
 RC2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR2287060778(NAD 83)
 RC2176
 RC2176  HISTORY     - Date     Condition        Report By
 RC2176  HISTORY     - 1939     MONUMENTED       CGS
 RC2176  HISTORY     - 1941     SEE DESCRIPTION  CGS
 RC2176  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2176  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2176
 RC2176                          STATION DESCRIPTION
 RC2176
 RC2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (LAM)
 RC2176'THIS CHECKED INTERSECTION STATION IS N GABLE OF BARN ON EIGHTEENMILE
 RC2176'ISLAND.  ISLAND IS IN COLUMBIA RIVER ABOUT 1.5 MILES W (DOWNSTREAM)
 RC2176'FROM MOSIER, AND WHILE CLOSE TO OREGON SHORE, IT IS ACTUALLY IN
 RC2176'STATE OF WASHINGTON.
 RC2176
 RC2176                          STATION RECOVERY (1948)
 RC2176
 RC2176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2176'THE N GABLE OF AN UNPAINTED BARN BELONGING TO MR. C.J. REITHER
 RC2176'NEAR THE CENTER OF 18-MILE ISLAND IN THE COLUMBIA RIVER ABOUT
 RC2176'2-1/2 MILES E OF HOOD RIVER, OR ABOUT 1.0 MILE W OF MOSIER.
 RC2176'
 RC2176'THIS BARN APPEARS TO BE RATHER OLD AND MIGHT BE DESTROYED IN THE
 RC2176'NEAR FUTURE.
 RC2176
 RC2176                          STATION RECOVERY (1959)
 RC2176
 RC2176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2176'RECOVERED AS DESCRIBED.  THE BARN AND ADJACENT BUILDINGS ARE STILL
 RC2176'STANDING, BUT HAVE BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2857 ***********************************************************************
 SY2857  DESIGNATION -  EK 1 K CO 1972
 SY2857  PID         -  SY2857
 SY2857  STATE/COUNTY-  WA/KING
 SY2857  USGS QUAD   -  VASHON (1994)
 SY2857
 SY2857                         *CURRENT SURVEY CONTROL
 SY2857  ___________________________________________________________________
 SY2857* NAD 83(1991)-  47 26 50.17633(N)    122 28 54.75593(W)     ADJUSTED  
 SY2857* NAVD 88     -       123.2    (meters)     404.     (feet)  VERTCON   
 SY2857  ___________________________________________________________________
 SY2857  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 SY2857  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 SY2857
 SY2857  HORZ ORDER  -  SECOND
 SY2857
 SY2857.The horizontal coordinates were established by classical geodetic methods
 SY2857.and adjusted by the National Geodetic Survey in December 1991..
 SY2857
 SY2857.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2857
 SY2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2857
 SY2857.The geoid height was determined by GEOID03.
 SY2857
 SY2857;                    North         East     Units Scale Factor Converg.
 SY2857;SPC WA N     -    51,060.382   375,676.792   MT  1.00001025   -1 13 38.5
 SY2857;SPC WA N     -   167,520.60  1,232,532.94   sFT  1.00001025   -1 13 38.5
 SY2857;UTM  10      - 5,254,999.790   539,060.656   MT  0.99961875   +0 22 54.1
 SY2857
 SY2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2857!SPC WA N     -   0.99998425  x   1.00001025  =   0.99999450
 SY2857!UTM  10      -   0.99998425  x   0.99961875  =   0.99960301
 SY2857
 SY2857:                Primary Azimuth Mark                     Grid Az
 SY2857:SPC WA N     -  EL 3 K CO 1972                           002 05 09.1
 SY2857:UTM  10      -  EL 3 K CO 1972                           000 28 36.5
 SY2857
 SY2857|---------------------------------------------------------------------|
 SY2857| PID    Reference Object                     Distance      Geod. Az  |
 SY2857|                                                           dddmmss.s |
 SY2857| SY2850 EL 3 K CO 1972                      APPROX. 1.5 KM 0005130.6 |
 SY2857| SY2856 SEC COR T23N 25 30 36 31              6.986 METERS 06254     |
 SY2857|---------------------------------------------------------------------|
 SY2857
 SY2857                          SUPERSEDED SURVEY CONTROL
 SY2857
 SY2857  NAD 83(1986)-  47 26 50.17162(N)    122 28 54.76539(W) AD(       ) 2
 SY2857  NAD 27      -  47 26 50.81802(N)    122 28 50.30259(W) AD(       ) 2
 SY2857  NGVD 29 (07/19/86)  122.1    (m)          401.     (f) VERT ANG       
 SY2857
 SY2857.Superseded values are not recommended for survey control.
 SY2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2857.See file dsdata.txt to determine how the superseded data were derived.
 SY2857
 SY2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3906155000(NAD 83)
 SY2857_MARKER: Z = SEE DESCRIPTION
 SY2857_SETTING: 0 = UNSPECIFIED SETTING
 SY2857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2857
 SY2857  HISTORY     - Date     Condition        Report By
 SY2857  HISTORY     - 1972     MONUMENTED       WA-033
 SY2857
 SY2857                          STATION DESCRIPTION
 SY2857
 SY2857'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2857'LOCATION--VASHON ISLAND
 SY2857'
 SY2857'STATION IS BURIED IN GRAVEL SHOULDER 13 FT SOUTH AND 45 FT WEST
 SY2857'OF S.W. 176TH STREET AND 115 AVENUE S.W. (TO SOUTH)
 SY2857'
 SY2857'POINT IS 64.7 FT S.S.E. OF SPIKE IN HIGH TENSION POWER POLE.
 SY2857'
 SY2857'POINT IS 27.2 FT W.N.W. OF SPIKE IN UTILITY POLE.
 SY2857'
 SY2857'POINT IS 71.3 FT S.W. OF CENTER OF WATER STANDARD PIPE.
 SY2857'
 SY2857'SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 6 IN DOWN.
 SY2857'
 SY2857'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE 3.5 FT DOWN.
 SY2857'
 SY2857'DISK STAMPED--EK-1, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2837 ***********************************************************************
 SY2837  DESIGNATION -  EL 10 K CO 1972
 SY2837  PID         -  SY2837
 SY2837  STATE/COUNTY-  WA/KING
 SY2837  USGS QUAD   -  VASHON (1994)
 SY2837
 SY2837                         *CURRENT SURVEY CONTROL
 SY2837  ___________________________________________________________________
 SY2837* NAD 83(1991)-  47 28 00.77562(N)    122 26 05.36513(W)     ADJUSTED  
 SY2837* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 SY2837  ___________________________________________________________________
 SY2837  LAPLACE CORR-          -7.28  (seconds)                    DEFLEC99
 SY2837  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY2837
 SY2837  HORZ ORDER  -  SECOND
 SY2837
 SY2837.The horizontal coordinates were established by classical geodetic methods
 SY2837.and adjusted by the National Geodetic Survey in December 1991..
 SY2837
 SY2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2837
 SY2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2837
 SY2837.The geoid height was determined by GEOID03.
 SY2837
 SY2837;                    North         East     Units Scale Factor Converg.
 SY2837;SPC WA N     -    53,165.335   379,270.096   MT  1.00000634   -1 11 32.4
 SY2837;SPC WA N     -   174,426.60  1,244,321.97   sFT  1.00000634   -1 11 32.4
 SY2837;UTM  10      - 5,257,203.949   542,592.072   MT  0.99962229   +0 24 59.3
 SY2837
 SY2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2837!SPC WA N     -   1.00000312  x   1.00000634  =   1.00000946
 SY2837!UTM  10      -   1.00000312  x   0.99962229  =   0.99962541
 SY2837
 SY2837:                Primary Azimuth Mark                     Grid Az
 SY2837:SPC WA N     -  NORMANDY PARK DIST 75 SPIPE              126 24 13.5
 SY2837:UTM  10      -  NORMANDY PARK DIST 75 SPIPE              124 47 41.8
 SY2837
 SY2837|---------------------------------------------------------------------|
 SY2837| PID    Reference Object                     Distance      Geod. Az  |
 SY2837|                                                           dddmmss.s |
 SY2837| SY2360 NORMANDY PARK DIST 75 SPIPE         APPROX. 9.8 KM 1251241.1 |
 SY2837|---------------------------------------------------------------------|
 SY2837
 SY2837                          SUPERSEDED SURVEY CONTROL
 SY2837
 SY2837  NAD 83(1986)-  47 28 00.77054(N)    122 26 05.37386(W) AD(       ) 2
 SY2837  NAD 27      -  47 28 01.41710(N)    122 26 00.91625(W) AD(       ) 2
 SY2837  NGVD 29 (07/19/86)    1.9    (m)            6.     (f) VERT ANG       
 SY2837
 SY2837.Superseded values are not recommended for survey control.
 SY2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2837.See file dsdata.txt to determine how the superseded data were derived.
 SY2837
 SY2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4259257204(NAD 83)
 SY2837_MARKER: Z = SEE DESCRIPTION
 SY2837_SETTING: 0 = UNSPECIFIED SETTING
 SY2837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2837
 SY2837  HISTORY     - Date     Condition        Report By
 SY2837  HISTORY     - 1972     MONUMENTED       WA-033
 SY2837
 SY2837                          STATION DESCRIPTION
 SY2837
 SY2837'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2837'LOCATION--ON VASHON ISLAND
 SY2837'
 SY2837'POINT IS LOCATED ON BEACH ON THE EAST SIDE OF THE ISLAND JUST
 SY2837'NORTH OF POINT BEALS.  TO REACH FROM THE INTERSECTION OF 99TH
 SY2837'AVENUE S.W. (ISLAND HWY) AND S.W. 156TH ST., GO EAST ON S.W. 156TH
 SY2837'FOR 0.5 MILE TO 91ST AVE. S.W.  TURN LEFT (NORTH) FOR 0.25 MILE
 SY2837'WHERE ROAD MAKES A 90 DEG CURVE TO EAST.  FOLLOW ROAD IN A
 SY2837'E.S.E. DIRECTION FOR 0.6 MILE TO A PRIVATE ROAD, DILWORTH
 SY2837'CLUB.  ENTER PRIVATE ROAD AND FOLLOW IN A S.E. DIRECTION FOR
 SY2837'0.15 MILE TO A KNOTTY PINE HOME BELONGING TO MR. CHERRY
 SY2837'WORK NO. (MA 2-4450) OBTAIN PERMISSION FIRST.  FOLLOW TRAIL
 SY2837'ALONG HIS SOUTH PROPERTY LINE DOWN TO BEACH.  POINT IS IN THE
 SY2837'TOP OF A CONC. FOOTING BETWEEN TWO SETS OF STAIRS IN FRONT OF A
 SY2837'CONCRETE SEAWALL.  POINT IS 49.8 FT NORTH OF THE SOUTH END OF
 SY2837'THE SEAWALL AND 23.4 FT SOUTH OF THE S.E. CORNER OF THE NORTH
 SY2837'SET OF STAIRS AND 22.6 FT NORTH OF THE N.E. CORNER OF THE
 SY2837'SOUTH SET OF STAIRS.
 SY2837'
 SY2837'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONC FLUSH WITH TOP
 SY2837'OF CONC SEAWALL ABUTMENT.
 SY2837'
 SY2837'SUB-SURFACE MONUMENT--NONE
 SY2837'
 SY2837'DISK STAMPED--EL-10, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2849 ***********************************************************************
 SY2849  DESIGNATION -  EL 2 K CO 1972
 SY2849  PID         -  SY2849
 SY2849  STATE/COUNTY-  WA/KING
 SY2849  USGS QUAD   -  VASHON (1994)
 SY2849
 SY2849                         *CURRENT SURVEY CONTROL
 SY2849  ___________________________________________________________________
 SY2849* NAD 83(1991)-  47 27 55.20820(N)    122 28 53.50348(W)     ADJUSTED  
 SY2849* NAVD 88     -       118.5    (meters)     389.     (feet)  VERTCON   
 SY2849  ___________________________________________________________________
 SY2849  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 SY2849  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 SY2849
 SY2849  HORZ ORDER  -  SECOND
 SY2849
 SY2849.The horizontal coordinates were established by classical geodetic methods
 SY2849.and adjusted by the National Geodetic Survey in December 1991..
 SY2849
 SY2849.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2849
 SY2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2849
 SY2849.The geoid height was determined by GEOID03.
 SY2849
 SY2849;                    North         East     Units Scale Factor Converg.
 SY2849;SPC WA N     -    53,067.773   375,746.036   MT  1.00000665   -1 13 37.6
 SY2849;SPC WA N     -   174,106.52  1,232,760.12   sFT  1.00000665   -1 13 37.6
 SY2849;UTM  10      - 5,257,007.551   539,073.499   MT  0.99961876   +0 22 55.4
 SY2849
 SY2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2849!SPC WA N     -   0.99998500  x   1.00000665  =   0.99999165
 SY2849!UTM  10      -   0.99998500  x   0.99961876  =   0.99960376
 SY2849
 SY2849:                Primary Azimuth Mark                     Grid Az
 SY2849:SPC WA N     -  EL 3 K CO 1972                           181 39 08.4
 SY2849:UTM  10      -  EL 3 K CO 1972                           180 02 35.4
 SY2849
 SY2849|---------------------------------------------------------------------|
 SY2849| PID    Reference Object                     Distance      Geod. Az  |
 SY2849|                                                           dddmmss.s |
 SY2849| SY2850 EL 3 K CO 1972                      APPROX. 0.5 KM 1802530.8 |
 SY2849| SY2851 SEC COR 24 19 25 30                 393.771 METERS 18106     |
 SY2849|---------------------------------------------------------------------|
 SY2849
 SY2849                          SUPERSEDED SURVEY CONTROL
 SY2849
 SY2849  NAD 83(1986)-  47 27 55.20344(N)    122 28 53.51258(W) AD(       ) 2
 SY2849  NAD 27      -  47 27 55.85007(N)    122 28 49.04906(W) AD(       ) 2
 SY2849  NGVD 29 (07/19/86)  117.4    (m)          385.     (f) VERT ANG       
 SY2849
 SY2849.Superseded values are not recommended for survey control.
 SY2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2849.See file dsdata.txt to determine how the superseded data were derived.
 SY2849
 SY2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3907357008(NAD 83)
 SY2849_MARKER: Z = SEE DESCRIPTION
 SY2849_SETTING: 0 = UNSPECIFIED SETTING
 SY2849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2849
 SY2849  HISTORY     - Date     Condition        Report By
 SY2849  HISTORY     - 1972     MONUMENTED       WA-033
 SY2849
 SY2849                          STATION DESCRIPTION
 SY2849
 SY2849'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2849'LOCATION--VASHON ISLAND
 SY2849'
 SY2849'STATION BURIED IN GRAVEL SHOULDER 34 FT SOUTH AND 11 FT EAST
 SY2849'INTERSECTION S.W. 156TH ST. AND 115TH AVENUE S.W.
 SY2849'
 SY2849'POINT IS 31.6 FT S.E. OF MON-IN-CASE AT INTERSECTION.
 SY2849'
 SY2849'POINT IS 7.1 FT WEST OF SPIKE IN GUY POLE.
 SY2849'
 SY2849'POINT IS 41.4 FT EAST OF SPIKE IN UTILITY POLE.
 SY2849'
 SY2849'POINT IS 105.9 FT N.E. OF CENTERBOLT HYDRANT.
 SY2849'
 SY2849'SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 6 IN DOWN.
 SY2849'
 SY2849'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 3.5 FT DOWN.
 SY2849'
 SY2849'DISK STAMPED--EL-2, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2850 ***********************************************************************
 SY2850  DESIGNATION -  EL 3 K CO 1972
 SY2850  PID         -  SY2850
 SY2850  STATE/COUNTY-  WA/KING
 SY2850  USGS QUAD   -  VASHON (1994)
 SY2850
 SY2850                         *CURRENT SURVEY CONTROL
 SY2850  ___________________________________________________________________
 SY2850* NAD 83(1991)-  47 27 38.66777(N)    122 28 53.68449(W)     ADJUSTED  
 SY2850* NAVD 88     -       122.0    (meters)     400.     (feet)  VERTCON   
 SY2850  ___________________________________________________________________
 SY2850  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 SY2850  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 SY2850
 SY2850  HORZ ORDER  -  SECOND
 SY2850
 SY2850.The horizontal coordinates were established by classical geodetic methods
 SY2850.and adjusted by the National Geodetic Survey in December 1991..
 SY2850
 SY2850.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2850
 SY2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2850
 SY2850.The geoid height was determined by GEOID03.
 SY2850
 SY2850;                    North         East     Units Scale Factor Converg.
 SY2850;SPC WA N     -    52,557.144   375,731.306   MT  1.00000755   -1 13 37.7
 SY2850;SPC WA N     -   172,431.23  1,232,711.79   sFT  1.00000755   -1 13 37.7
 SY2850;UTM  10      - 5,256,496.909   539,073.114   MT  0.99961876   +0 22 55.1
 SY2850
 SY2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2850!SPC WA N     -   0.99998445  x   1.00000755  =   0.99999199
 SY2850!UTM  10      -   0.99998445  x   0.99961876  =   0.99960321
 SY2850
 SY2850:                Primary Azimuth Mark                     Grid Az
 SY2850:SPC WA N     -  EL 2 K CO 1972                           001 39 08.4
 SY2850:UTM  10      -  EL 2 K CO 1972                           000 02 35.6
 SY2850
 SY2850|---------------------------------------------------------------------|
 SY2850| PID    Reference Object                     Distance      Geod. Az  |
 SY2850|                                                           dddmmss.s |
 SY2850| SY2849 EL 2 K CO 1972                      APPROX. 0.5 KM 0002530.7 |
 SY2850| SY2830 VASH                                APPROX. 1.8 KM 0883213.6 |
 SY2850|---------------------------------------------------------------------|
 SY2850
 SY2850                          SUPERSEDED SURVEY CONTROL
 SY2850
 SY2850  NAD 83(1986)-  47 27 38.66302(N)    122 28 53.69370(W) AD(       ) 2
 SY2850  NAD 27      -  47 27 39.30959(N)    122 28 49.23036(W) AD(       ) 2
 SY2850  NGVD 29 (07/19/86)  120.9    (m)          397.     (f) VERT ANG       
 SY2850
 SY2850.Superseded values are not recommended for survey control.
 SY2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2850.See file dsdata.txt to determine how the superseded data were derived.
 SY2850
 SY2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3907356497(NAD 83)
 SY2850_MARKER: Z = SEE DESCRIPTION
 SY2850_SETTING: 0 = UNSPECIFIED SETTING
 SY2850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2850
 SY2850  HISTORY     - Date     Condition        Report By
 SY2850  HISTORY     - 1972     MONUMENTED       WA-033
 SY2850
 SY2850                          STATION DESCRIPTION
 SY2850
 SY2850'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2850'LOCATION--ON VASHON ISLAND
 SY2850'
 SY2850'POINT IS LOCATED ON EAST SHOULDER OF 115TH AVE. S.W., 14 FT
 SY2850'EAST OF CENTERLINE, AND 0.3 MILE SOUTH OF EL-2 (S.W. 156TH ST.)
 SY2850'IN FRONT OF ST. JOHN VIANNEY CATHOLIC CHURCH.  POINT IS 46 FT
 SY2850'NORTH OF CENTERLINE OF AN ASPHALT ENTRANCE ROAD TO CHURCH.  POINT
 SY2850'IS 50.4 FT S.E. OF A SPIKE IN A POWER POLE AND 97.5 FT EAST OF
 SY2850'THE FACE OF A 14 IN ORNAMENTAL FIR TREE AND 34.2 FT N.W. OF THE
 SY2850'FACE OF A 6 IN FIR TREE.
 SY2850'
 SY2850'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONC MON BURIED
 SY2850'6 IN BELOW SURFACE.
 SY2850'
 SY2850'SUB-SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONC MON BURIED
 SY2850'3.5 FT BELOW SURFACE.
 SY2850'
 SY2850'DISK STAMPED--EL-3, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2855 ***********************************************************************
 SY2855  DESIGNATION -  EL 4 K CO 1972
 SY2855  PID         -  SY2855
 SY2855  STATE/COUNTY-  WA/KING
 SY2855  USGS QUAD   -  VASHON (1994)
 SY2855
 SY2855                         *CURRENT SURVEY CONTROL
 SY2855  ___________________________________________________________________
 SY2855* NAD 83(1991)-  47 27 40.22889(N)    122 27 37.57134(W)     ADJUSTED  
 SY2855* NAVD 88     -       122.4    (meters)     402.     (feet)  VERTCON   
 SY2855  ___________________________________________________________________
 SY2855  LAPLACE CORR-          -6.28  (seconds)                    DEFLEC99
 SY2855  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 SY2855
 SY2855  HORZ ORDER  -  SECOND
 SY2855
 SY2855.The horizontal coordinates were established by classical geodetic methods
 SY2855.and adjusted by the National Geodetic Survey in December 1991..
 SY2855
 SY2855.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2855
 SY2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2855
 SY2855.The geoid height was determined by GEOID03.
 SY2855
 SY2855;                    North         East     Units Scale Factor Converg.
 SY2855;SPC WA N     -    52,571.425   377,326.118   MT  1.00000747   -1 12 41.1
 SY2855;SPC WA N     -   172,478.08  1,237,944.11   sFT  1.00000747   -1 12 41.1
 SY2855;UTM  10      - 5,256,555.942   540,666.278   MT  0.99962032   +0 23 51.2
 SY2855
 SY2855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2855!SPC WA N     -   0.99998439  x   1.00000747  =   0.99999186
 SY2855!UTM  10      -   0.99998439  x   0.99962032  =   0.99960472
 SY2855
 SY2855:                Primary Azimuth Mark                     Grid Az
 SY2855:SPC WA N     -  EL 5 K CO 1972                           002 45 42.9
 SY2855:UTM  10      -  EL 5 K CO 1972                           001 09 10.6
 SY2855
 SY2855|---------------------------------------------------------------------|
 SY2855| PID    Reference Object                     Distance      Geod. Az  |
 SY2855|                                                           dddmmss.s |
 SY2855| SY2839 EL 5 K CO 1972                      APPROX. 0.6 KM 0013301.8 |
 SY2855| SY2830 VASH                                197.254 METERS 09048     |
 SY2855| SY2840 EL 6 K CO 1972                      APPROX. 1.5 KM 1794630.0 |
 SY2855|---------------------------------------------------------------------|
 SY2855
 SY2855                          SUPERSEDED SURVEY CONTROL
 SY2855
 SY2855  NAD 83(1986)-  47 27 40.22394(N)    122 27 37.58066(W) AD(       ) 2
 SY2855  NAD 27      -  47 27 40.87012(N)    122 27 33.11930(W) AD(       ) 2
 SY2855  NGVD 29 (07/19/86)  121.3    (m)          398.     (f) VERT ANG       
 SY2855
 SY2855.Superseded values are not recommended for survey control.
 SY2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2855.See file dsdata.txt to determine how the superseded data were derived.
 SY2855
 SY2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4066656556(NAD 83)
 SY2855_MARKER: Z = SEE DESCRIPTION
 SY2855_SETTING: 0 = UNSPECIFIED SETTING
 SY2855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2855
 SY2855  HISTORY     - Date     Condition        Report By
 SY2855  HISTORY     - 1972     MONUMENTED       WA-033
 SY2855
 SY2855                          STATION DESCRIPTION
 SY2855
 SY2855'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2855'ON VASHON ISLAND
 SY2855'
 SY2855'POINT IS LOCATED ABOUT 3.5 MILES SOUTH OF THE SEATTLE FERRY
 SY2855'LANDS ON THE ISLAND HIGHWAY, (99TH AVE. S.W.), 15.5 FT WEST OF
 SY2855'CENTERLINE.  POINT IS JUST SOUTH OF VASHON ELEMENTARY SCHOOL AND
 SY2855'41 FT NORTH OF A GRAVEL CROSSROAD (APPROX. S.W. 161ST ST.) POINT
 SY2855'IS 81.7 FT NORTH OF THE CENTER OF A WATER STAND PIPE AND 90.5 FT
 SY2855'S.S.E. OF A SPIKE IN A POWER POLE AND 75.6 FT S.W. OF THE FACE
 SY2855'OF AN 18 IN MAPLE AND 130 FT S.E. OF THE FACE OF A 24 IN FIR.
 SY2855'
 SY2855'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONC MON BURIED 6 IN
 SY2855'BELOW SURFACE.
 SY2855'
 SY2855'SUB-SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONC BURIED
 SY2855'3.5 FT BELOW SURFACE.
 SY2855'
 SY2855'DISK STAMPED--EL-4, 1972
 SY2855'
 SY2855'DISTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2854 ***********************************************************************
 SY2854  DESIGNATION -  EL 4 K CO RESET 1974
 SY2854  PID         -  SY2854
 SY2854  STATE/COUNTY-  WA/KING
 SY2854  USGS QUAD   -  VASHON (1994)
 SY2854
 SY2854                         *CURRENT SURVEY CONTROL
 SY2854  ___________________________________________________________________
 SY2854* NAD 83(1991)-  47 27 40.25945(N)    122 27 37.57125(W)     ADJUSTED  
 SY2854* NAVD 88     -       122.3    (meters)     401.     (feet)  VERTCON   
 SY2854  ___________________________________________________________________
 SY2854  LAPLACE CORR-          -6.28  (seconds)                    DEFLEC99
 SY2854  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 SY2854
 SY2854  HORZ ORDER  -  SECOND
 SY2854
 SY2854.The horizontal coordinates were established by classical geodetic methods
 SY2854.and adjusted by the National Geodetic Survey in December 1991..
 SY2854
 SY2854.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2854
 SY2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2854
 SY2854.The geoid height was determined by GEOID03.
 SY2854
 SY2854;                    North         East     Units Scale Factor Converg.
 SY2854;SPC WA N     -    52,572.368   377,326.140   MT  1.00000747   -1 12 41.1
 SY2854;SPC WA N     -   172,481.18  1,237,944.18   sFT  1.00000747   -1 12 41.1
 SY2854;UTM  10      - 5,256,556.886   540,666.273   MT  0.99962032   +0 23 51.2
 SY2854
 SY2854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2854!SPC WA N     -   0.99998441  x   1.00000747  =   0.99999187
 SY2854!UTM  10      -   0.99998441  x   0.99962032  =   0.99960473
 SY2854
 SY2854:                Primary Azimuth Mark                     Grid Az
 SY2854:SPC WA N     -  EL 5 K CO 1972                           002 45 50.7
 SY2854:UTM  10      -  EL 5 K CO 1972                           001 09 18.4
 SY2854
 SY2854|---------------------------------------------------------------------|
 SY2854| PID    Reference Object                     Distance      Geod. Az  |
 SY2854|                                                           dddmmss.s |
 SY2854| SY2839 EL 5 K CO 1972                      APPROX. 0.6 KM 0013309.6 |
 SY2854| SY2841 SEC COR 19 20 30 29                  82.067 METERS 00343     |
 SY2854| SY2830 VASH                                197.267 METERS 09104     |
 SY2854| SY2840 EL 6 K CO 1972                      APPROX. 1.5 KM 1794630.8 |
 SY2854|---------------------------------------------------------------------|
 SY2854
 SY2854                          SUPERSEDED SURVEY CONTROL
 SY2854
 SY2854  NAD 83(1986)-  47 27 40.25450(N)    122 27 37.58056(W) AD(       ) 2
 SY2854  NAD 27      -  47 27 40.90070(N)    122 27 33.11921(W) AD(       ) 2
 SY2854  NGVD 29 (07/19/86)  121.2    (m)          398.     (f) VERT ANG       
 SY2854
 SY2854.Superseded values are not recommended for survey control.
 SY2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2854.See file dsdata.txt to determine how the superseded data were derived.
 SY2854
 SY2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4066656557(NAD 83)
 SY2854
 SY2854  HISTORY     - Date     Condition        Report By
 SY2854  HISTORY     - 1974     MONUMENTED       WA-033
 SY2854
 SY2854                          STATION DESCRIPTION
 SY2854
 SY2854'DESCRIBED BY KING COUNTY WASHINGTON 1974
 SY2854'ON VASHON ISLAND
 SY2854'
 SY2854'STATION IS BURIED IN RDWY. SHOULDER APPROX. 0.9 MILES NORTH OF
 SY2854'CITY CENTER OF VASHON.  POINT IS 16 FT WEST OF CENTERLINE OF
 SY2854'99TH AVE. S.W.
 SY2854'
 SY2854'POINT IS 62 FT NORTH OF SPIKE IN UTILITY POLE.
 SY2854'
 SY2854'POINT IS 87.5 FT SOUTH OF SPIKE IN UTILITY POLE.
 SY2854'
 SY2854'POINT IS 73.2 S.W. OF FACE OF 15 FT TREE.
 SY2854'
 SY2854'POINT IS 46.5 NORTH OF CENTERLINE OF E.W. DIRT DRWY.
 SY2854'
 SY2854'STATION IS ACROSS STREET FROM S.W. CORNER OF VASHON ELEMENTARY
 SY2854'SCHOOL PROPERTY.
 SY2854'
 SY2854'*NOT SET IN SAME POSITION AS EL-4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2839 ***********************************************************************
 SY2839  DESIGNATION -  EL 5 K CO 1972
 SY2839  PID         -  SY2839
 SY2839  STATE/COUNTY-  WA/KING
 SY2839  USGS QUAD   -  VASHON (1994)
 SY2839
 SY2839                         *CURRENT SURVEY CONTROL
 SY2839  ___________________________________________________________________
 SY2839* NAD 83(1991)-  47 28 00.26471(N)    122 27 36.77157(W)     ADJUSTED  
 SY2839* NAVD 88     -       127.6    (meters)     419.     (feet)  VERTCON   
 SY2839  ___________________________________________________________________
 SY2839  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 SY2839  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 SY2839
 SY2839  HORZ ORDER  -  SECOND
 SY2839
 SY2839.The horizontal coordinates were established by classical geodetic methods
 SY2839.and adjusted by the National Geodetic Survey in December 1991..
 SY2839
 SY2839.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2839
 SY2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2839
 SY2839.The geoid height was determined by GEOID03.
 SY2839
 SY2839;                    North         East     Units Scale Factor Converg.
 SY2839;SPC WA N     -    53,189.709   377,355.945   MT  1.00000637   -1 12 40.5
 SY2839;SPC WA N     -   174,506.57  1,238,041.96   sFT  1.00000637   -1 12 40.5
 SY2839;UTM  10      - 5,257,174.581   540,678.727   MT  0.99962034   +0 23 52.0
 SY2839
 SY2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2839!SPC WA N     -   0.99998358  x   1.00000637  =   0.99998995
 SY2839!UTM  10      -   0.99998358  x   0.99962034  =   0.99960392
 SY2839
 SY2839:                Primary Azimuth Mark                     Grid Az
 SY2839:SPC WA N     -  SEC COR 19 20 30 29                      182 25 57.2
 SY2839:UTM  10      -  SEC COR 19 20 30 29                      180 49 24.7
 SY2839
 SY2839|---------------------------------------------------------------------|
 SY2839| PID    Reference Object                     Distance      Geod. Az  |
 SY2839|                                                           dddmmss.s |
 SY2839| SY2841 SEC COR 19 20 30 29                 APPROX. 0.5 KM 1811316.7 |
 SY2839| SY2854 EL 4 K CO RESET 1974                APPROX. 0.6 KM 1813310.2 |
 SY2839|---------------------------------------------------------------------|
 SY2839
 SY2839                          SUPERSEDED SURVEY CONTROL
 SY2839
 SY2839  NAD 83(1986)-  47 28 00.25975(N)    122 27 36.78077(W) AD(       ) 2
 SY2839  NAD 27      -  47 28 00.90600(N)    122 27 32.31920(W) AD(       ) 2
 SY2839  NGVD 29 (07/19/86)  126.5    (m)          415.     (f) VERT ANG       
 SY2839
 SY2839.Superseded values are not recommended for survey control.
 SY2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2839.See file dsdata.txt to determine how the superseded data were derived.
 SY2839
 SY2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4067957175(NAD 83)
 SY2839_MARKER: Z = SEE DESCRIPTION
 SY2839_SETTING: 0 = UNSPECIFIED SETTING
 SY2839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2839
 SY2839  HISTORY     - Date     Condition        Report By
 SY2839  HISTORY     - 1972     MONUMENTED       WA-033
 SY2839
 SY2839                          STATION DESCRIPTION
 SY2839
 SY2839'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2839'LOCATION--VASHON ISLAND
 SY2839'
 SY2839'POINT IS BURIED IN PAVED SHOULDER (EAST SHOULDER) OF ISLAND
 SY2839'HWY. (99TH AVE. S.W.), APPROX. 400 FT + OR - NORTH OF S.W. 156TH
 SY2839'STREET.  POINT IS DIRECTLY IN FRONT OF MAIN ENTRANCE TO EPISCOPAL
 SY2839'CHURCH.
 SY2839'
 SY2839'POINT IS 17.0 FT EAST CENTERLINE OF 99TH AVENUE S.W.
 SY2839'
 SY2839'POINT IS 40.0 FT SOUTH CENTERLINE OF BLACKTOP DRIVEWAY.
 SY2839'
 SY2839'POINT IS 65.7 FT S.E. OF SPIKE IN UTILITY POLE.
 SY2839'
 SY2839'POINT IS 54.1 FT E.N.E. FACE OF 14 IN ORNAMENTAL EVERGREEN.
 SY2839'
 SY2839'POINT IS 22.5 FT WEST FACE OF 20 IN FIR TREE.
 SY2839'
 SY2839'POINT IS 73.1 FT S.W. OF N.W. CORNER OF CHURCH.
 SY2839'
 SY2839'SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 6 IN DOWN.
 SY2839'
 SY2839'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 3.5 FT DOWN.
 SY2839'
 SY2839'DISK STAMPED--EL-5, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2840 ***********************************************************************
 SY2840  DESIGNATION -  EL 6 K CO 1972
 SY2840  PID         -  SY2840
 SY2840  STATE/COUNTY-  WA/KING
 SY2840  USGS QUAD   -  VASHON (1994)
 SY2840
 SY2840                         *CURRENT SURVEY CONTROL
 SY2840  ___________________________________________________________________
 SY2840* NAD 83(1991)-  47 26 50.96979(N)    122 27 37.28618(W)     ADJUSTED  
 SY2840* NAVD 88     -       124.0    (meters)     407.     (feet)  VERTCON   
 SY2840  ___________________________________________________________________
 SY2840  LAPLACE CORR-          -6.25  (seconds)                    DEFLEC99
 SY2840  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 SY2840
 SY2840  HORZ ORDER  -  SECOND
 SY2840
 SY2840.The horizontal coordinates were established by classical geodetic methods
 SY2840.and adjusted by the National Geodetic Survey in December 1991..
 SY2840
 SY2840.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2840
 SY2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2840
 SY2840.The geoid height was determined by GEOID03.
 SY2840
 SY2840;                    North         East     Units Scale Factor Converg.
 SY2840;SPC WA N     -    51,050.344   377,299.928   MT  1.00001021   -1 12 40.9
 SY2840;SPC WA N     -   167,487.67  1,237,858.18   sFT  1.00001021   -1 12 40.9
 SY2840;UTM  10      - 5,255,035.317   540,682.800   MT  0.99962034   +0 23 51.1
 SY2840
 SY2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2840!SPC WA N     -   0.99998413  x   1.00001021  =   0.99999434
 SY2840!UTM  10      -   0.99998413  x   0.99962034  =   0.99960448
 SY2840
 SY2840:                Primary Azimuth Mark                     Grid Az
 SY2840:SPC WA N     -  SEATTLE SPACE NEEDLE                     024 40 08.2
 SY2840:UTM  10      -  SEATTLE SPACE NEEDLE                     023 03 36.2
 SY2840
 SY2840|---------------------------------------------------------------------|
 SY2840| PID    Reference Object                     Distance      Geod. Az  |
 SY2840|                                                           dddmmss.s |
 SY2840| SY4314 SEATTLE SPACE NEEDLE                APPROX.21.0 KM 0232727.3 |
 SY2840| SY2843 SEC COR 30 29 31 32                  14.621 METERS 22530     |
 SY2840|---------------------------------------------------------------------|
 SY2840
 SY2840                          SUPERSEDED SURVEY CONTROL
 SY2840
 SY2840  NAD 83(1986)-  47 26 50.96477(N)    122 27 37.29582(W) AD(       ) 2
 SY2840  NAD 27      -  47 26 51.61088(N)    122 27 32.83500(W) AD(       ) 2
 SY2840  NGVD 29 (07/19/86)  122.9    (m)          403.     (f) VERT ANG       
 SY2840
 SY2840.Superseded values are not recommended for survey control.
 SY2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2840.See file dsdata.txt to determine how the superseded data were derived.
 SY2840
 SY2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4068355035(NAD 83)
 SY2840
 SY2840  HISTORY     - Date     Condition        Report By
 SY2840  HISTORY     - 1972     MONUMENTED       WA-033
 SY2840
 SY2840                          STATION DESCRIPTION
 SY2840
 SY2840'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2840'LOCATION--VASHON ISLAND
 SY2840'
 SY2840'STATION IS LOCATED AT MAIN INTERSECTION OF THE TOWN OF VASHON
 SY2840'(99TH AVE. S.W. AND S.W. 176TH ST.) POINT IS ON TOP OF VASHON
 SY2840'HOTEL AND DEPARTMENT STORE AT THE N.E. CORNER OF
 SY2840'INTERSECTION.  POINT IS NEAR S.W. CORNER OF ROOF---3.5 FT NORTH
 SY2840'AND 5 FT EAST OF S.W. CORNER.
 SY2840'
 SY2840'SURFACE MONUMENT--SET K.C.S. DISK (ROOF-TYPE WITH SCREWS) ON ROOF.
 SY2840'
 SY2840'SUB-SURFACE MONUMENT--NONE
 SY2840'
 SY2840'DISK STAMPED--EL-6, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2846 ***********************************************************************
 SY2846  DESIGNATION -  EL 7 K CO 1972
 SY2846  PID         -  SY2846
 SY2846  STATE/COUNTY-  WA/KING
 SY2846  USGS QUAD   -  VASHON (1994)
 SY2846
 SY2846                         *CURRENT SURVEY CONTROL
 SY2846  ___________________________________________________________________
 SY2846* NAD 83(1991)-  47 26 50.38168(N)    122 27 58.15697(W)     ADJUSTED  
 SY2846* NAVD 88     -       114.4    (meters)     375.     (feet)  VERTCON   
 SY2846  ___________________________________________________________________
 SY2846  LAPLACE CORR-          -5.97  (seconds)                    DEFLEC99
 SY2846  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SY2846
 SY2846  HORZ ORDER  -  SECOND
 SY2846
 SY2846.The horizontal coordinates were established by classical geodetic methods
 SY2846.and adjusted by the National Geodetic Survey in December 1991..
 SY2846
 SY2846.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2846
 SY2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2846
 SY2846.The geoid height was determined by GEOID03.
 SY2846
 SY2846;                    North         East     Units Scale Factor Converg.
 SY2846;SPC WA N     -    51,041.445   376,862.401   MT  1.00001024   -1 12 56.4
 SY2846;SPC WA N     -   167,458.47  1,236,422.73   sFT  1.00001024   -1 12 56.4
 SY2846;UTM  10      - 5,255,014.145   540,245.866   MT  0.99961990   +0 23 35.8
 SY2846
 SY2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2846!SPC WA N     -   0.99998563  x   1.00001024  =   0.99999587
 SY2846!UTM  10      -   0.99998563  x   0.99961990  =   0.99960554
 SY2846
 SY2846|---------------------------------------------------------------------|
 SY2846| PID    Reference Object                     Distance      Geod. Az  |
 SY2846|                                                           dddmmss.s |
 SY2846| SY2847 SN 1 4 COR SEC 30 31                375.854 METERS 27018     |
 SY2846| SY2848 EL 8 K CO 1972                      APPROX. 0.7 KM 2702702.3 |
 SY2846|---------------------------------------------------------------------|
 SY2846
 SY2846                          SUPERSEDED SURVEY CONTROL
 SY2846
 SY2846  NAD 83(1986)-  47 26 50.37677(N)    122 27 58.16652(W) AD(       ) 2
 SY2846  NAD 27      -  47 26 51.02294(N)    122 27 53.70519(W) AD(       ) 2
 SY2846  NGVD 29 (07/19/86)  113.3    (m)          372.     (f) VERT ANG       
 SY2846
 SY2846.Superseded values are not recommended for survey control.
 SY2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2846.See file dsdata.txt to determine how the superseded data were derived.
 SY2846
 SY2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4024655014(NAD 83)
 SY2846_MARKER: Z = SEE DESCRIPTION
 SY2846_SETTING: 0 = UNSPECIFIED SETTING
 SY2846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2846
 SY2846  HISTORY     - Date     Condition        Report By
 SY2846  HISTORY     - 1972     MONUMENTED       WA-033
 SY2846
 SY2846                          STATION DESCRIPTION
 SY2846
 SY2846'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2846'LOCATION--VASHON ISLAND
 SY2846'
 SY2846'STATION IS BURIED IN GRAVEL SHOULDER 0.3 MILES WEST OF 99TH
 SY2846'AVENUE S.W. (ISLAND HWY.) ON SOUTH SIDE OF S.W. 176TH ST. POINT
 SY2846'IS 17.0 FT SOUTH OF CENTERLINE OF S.W. 176TH STREET.  POINT
 SY2846'IS 97.7 FT NORTH OF N.W. CORNER YELLOW HOUSE.  POINT IS 102.7
 SY2846'FT N.W. OF N.E. CORNER YELLOW HOUSE.  POINT IS 57.1 FT W.N.W. OF
 SY2846'SPIKE IN UTILITY POLE.  POINT IS 24.0 FT EAST OF CENTERLINE
 SY2846'GRAVEL DRIVEWAY.
 SY2846'
 SY2846'SURFACE MONUMENT--SET K.C.S. DISC IN CONC MON 6 IN.
 SY2846'
 SY2846'SUB-SURFACE MONUMENT--SET K.C.S. DISC IN CONC MON DOWN 3.5 FT
 SY2846'
 SY2846'DISK STAMPED--EL-7, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2848 ***********************************************************************
 SY2848  DESIGNATION -  EL 8 K CO 1972
 SY2848  PID         -  SY2848
 SY2848  STATE/COUNTY-  WA/KING
 SY2848  USGS QUAD   -  VASHON (1994)
 SY2848
 SY2848                         *CURRENT SURVEY CONTROL
 SY2848  ___________________________________________________________________
 SY2848* NAD 83(1991)-  47 26 50.54786(N)    122 28 29.52662(W)     ADJUSTED  
 SY2848* NAVD 88     -       124.8    (meters)     409.     (feet)  VERTCON   
 SY2848  ___________________________________________________________________
 SY2848  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 SY2848  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SY2848
 SY2848  HORZ ORDER  -  SECOND
 SY2848
 SY2848.The horizontal coordinates were established by classical geodetic methods
 SY2848.and adjusted by the National Geodetic Survey in December 1991..
 SY2848
 SY2848.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2848
 SY2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2848
 SY2848.The geoid height was determined by GEOID03.
 SY2848
 SY2848;                    North         East     Units Scale Factor Converg.
 SY2848;SPC WA N     -    51,060.556   376,205.468   MT  1.00001023   -1 13 19.8
 SY2848;SPC WA N     -   167,521.17  1,234,267.44   sFT  1.00001023   -1 13 19.8
 SY2848;UTM  10      - 5,255,014.803   539,588.912   MT  0.99961926   +0 23 12.6
 SY2848
 SY2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2848!SPC WA N     -   0.99998400  x   1.00001023  =   0.99999423
 SY2848!UTM  10      -   0.99998400  x   0.99961926  =   0.99960327
 SY2848
 SY2848|---------------------------------------------------------------------|
 SY2848| PID    Reference Object                     Distance      Geod. Az  |
 SY2848|                                                           dddmmss.s |
 SY2848| SY2847 SN 1 4 COR SEC 30 31                281.353 METERS 09039     |
 SY2848| SY2857 EK 1 K CO 1972                      APPROX. 0.5 KM 2684532.3 |
 SY2848|---------------------------------------------------------------------|
 SY2848
 SY2848                          SUPERSEDED SURVEY CONTROL
 SY2848
 SY2848  NAD 83(1986)-  47 26 50.54304(N)    122 28 29.53618(W) AD(       ) 2
 SY2848  NAD 27      -  47 26 51.18935(N)    122 28 25.07397(W) AD(       ) 2
 SY2848  NGVD 29 (07/19/86)  123.7    (m)          406.     (f) VERT ANG       
 SY2848
 SY2848.Superseded values are not recommended for survey control.
 SY2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2848.See file dsdata.txt to determine how the superseded data were derived.
 SY2848
 SY2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3958955015(NAD 83)
 SY2848_MARKER: Z = SEE DESCRIPTION
 SY2848_SETTING: 0 = UNSPECIFIED SETTING
 SY2848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2848
 SY2848  HISTORY     - Date     Condition        Report By
 SY2848  HISTORY     - 1972     MONUMENTED       WA-033
 SY2848
 SY2848                          STATION DESCRIPTION
 SY2848
 SY2848'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2848'LOCATION--ON VASHON ISLAND
 SY2848'
 SY2848'POINT IS LOCATED ON THE NORTH SHOULDER OF S.W. 176TH ST., 13 FT
 SY2848'NORTH OF CENTERLINE, AND 0.15 MILE WEST OF 107TH AVE. S.W. (0.65
 SY2848'MILE WEST OF MAIN INTERSECTION IN VASHON).  POINT IS ON LINE WITH
 SY2848'THE WEST EDGE OF A GRAY HOUSE (O.W. VIERS ON MAILBOX), AND 89 FT
 SY2848'WEST OF CENTERLINE OF A GRAVEL DRIVEWAY TO SAME HOUSE.  POINT IS
 SY2848'80.0 FT EAST OF A SPIKE IN A POWER POLE AND 107.0 FT NORTH
 SY2848'OF THE N.W. CORNER OF SAME HOUSE AND 84.8 FT N.E. OF A SPIKE
 SY2848'IN A POWER POLE.
 SY2848'
 SY2848'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONC MON BURIED 6
 SY2848'IN BELOW SURFACE.
 SY2848'
 SY2848'SUB-SURFACE MONUMENT--NONE
 SY2848'
 SY2848'DISK STAMPED--EL-8, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2844 ***********************************************************************
 SY2844  DESIGNATION -  EL 9 K CO 1972
 SY2844  PID         -  SY2844
 SY2844  STATE/COUNTY-  WA/KING
 SY2844  USGS QUAD   -  VASHON (1994)
 SY2844
 SY2844                         *CURRENT SURVEY CONTROL
 SY2844  ___________________________________________________________________
 SY2844* NAD 83(1991)-  47 29 54.75942(N)    122 27 52.12867(W)     ADJUSTED  
 SY2844* NAVD 88     -       107.1    (meters)     351.     (feet)  VERTCON   
 SY2844  ___________________________________________________________________
 SY2844  LAPLACE CORR-          -7.49  (seconds)                    DEFLEC99
 SY2844  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SY2844
 SY2844  HORZ ORDER  -  SECOND
 SY2844
 SY2844.The horizontal coordinates were established by classical geodetic methods
 SY2844.and adjusted by the National Geodetic Survey in December 1991..
 SY2844
 SY2844.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2844
 SY2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2844
 SY2844.The geoid height was determined by GEOID03.
 SY2844
 SY2844;                    North         East     Units Scale Factor Converg.
 SY2844;SPC WA N     -    56,731.720   377,109.349   MT  1.00000027   -1 12 51.9
 SY2844;SPC WA N     -   186,127.32  1,237,232.92   sFT  1.00000027   -1 12 51.9
 SY2844;UTM  10      - 5,260,706.916   540,332.898   MT  0.99961999   +0 23 41.4
 SY2844
 SY2844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2844!SPC WA N     -   0.99998682  x   1.00000027  =   0.99998709
 SY2844!UTM  10      -   0.99998682  x   0.99961999  =   0.99960681
 SY2844
 SY2844:                Primary Azimuth Mark                     Grid Az
 SY2844:SPC WA N     -  GARRETT                                  087 21 28.7
 SY2844:UTM  10      -  GARRETT                                  085 44 55.4
 SY2844
 SY2844|---------------------------------------------------------------------|
 SY2844| PID    Reference Object                     Distance      Geod. Az  |
 SY2844|                                                           dddmmss.s |
 SY2844| SY4554 GARRETT                             APPROX. 9.5 KM 0860836.8 |
 SY2844|---------------------------------------------------------------------|
 SY2844
 SY2844                          SUPERSEDED SURVEY CONTROL
 SY2844
 SY2844  NAD 83(1986)-  47 29 54.75460(N)    122 27 52.13667(W) AD(       ) 2
 SY2844  NAD 27      -  47 29 55.40195(N)    122 27 47.67497(W) AD(       ) 2
 SY2844  NGVD 29 (07/19/86)  106.0    (m)          348.     (f) VERT ANG       
 SY2844
 SY2844.Superseded values are not recommended for survey control.
 SY2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2844.See file dsdata.txt to determine how the superseded data were derived.
 SY2844
 SY2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4033360707(NAD 83)
 SY2844_MARKER: Z = SEE DESCRIPTION
 SY2844_SETTING: 0 = UNSPECIFIED SETTING
 SY2844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2844
 SY2844  HISTORY     - Date     Condition        Report By
 SY2844  HISTORY     - 1972     MONUMENTED       WA-033
 SY2844
 SY2844                          STATION DESCRIPTION
 SY2844
 SY2844'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2844'LOCATION--VASHON ISLAND
 SY2844'
 SY2844'STATION IS NEAR NORTH END OF VASHON ISLAND APPROX. 0.85 MILE
 SY2844'SOUTH OF FERRY LANDING ALONG VASHON ISLAND BLVD.  POINT ON EDGE
 SY2844'OF CLIFF.  POINT IS 63.5 FT NORTH OF N.W. CORNER OF TOP OF THE
 SY2844'ISLE REALTY BUILDING.
 SY2844'
 SY2844'POINT IS 2.0 FT EAST OF GUARD RAIL.  POINT IS 18.0 FT NORTH
 SY2844'OF SPIKE IN TOP BIG STUMP.  POINT IS 53.2 FT S.S.W. OF FACE OF 30
 SY2844'IN MADRONA TREE.  POINT IS 46.5 FT NORTH OF FACE OF TOTEM POLE.
 SY2844'
 SY2844'SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON FLUSH.
 SY2844'
 SY2844'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 3 FT DOWN.
 SY2844'
 SY2844'DISK STAMPED--SET K.C.S. DISK IN CONC MON FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2820 ***********************************************************************
 SC2820  CBN         -  This is a Cooperative Base Network Control Station.
 SC2820  DESIGNATION -  ELBE
 SC2820  PID         -  SC2820
 SC2820  STATE/COUNTY-  WA/PIERCE
 SC2820  USGS QUAD   -  ELBE (1993)
 SC2820
 SC2820                         *CURRENT SURVEY CONTROL
 SC2820  ___________________________________________________________________
 SC2820* NAD 83(1998)-  46 45 45.49286(N)    122 11 30.77051(W)     ADJUSTED  
 SC2820* NAVD 88     -       371.     (meters)    1217.     (feet)  SCALED    
 SC2820  ___________________________________________________________________
 SC2820  X           -  -2,331,975.299 (meters)                     COMP
 SC2820  Y           -  -3,704,277.963 (meters)                     COMP
 SC2820  Z           -   4,623,984.245 (meters)                     COMP
 SC2820  LAPLACE CORR-           7.17  (seconds)                    DEFLEC99
 SC2820  ELLIP HEIGHT-         350.68  (meters)          (07/03/01) GPS OBS
 SC2820  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 SC2820
 SC2820  HORZ ORDER  -  B
 SC2820  ELLP ORDER  -  FIFTH     CLASS I
 SC2820
 SC2820.The horizontal coordinates were established by GPS observations
 SC2820.and adjusted by the National Geodetic Survey in July 2001..
 SC2820.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC2820.DATUM ITEM on the data sheet items page.
 SC2820
 SC2820.The orthometric height was scaled from a topographic map.
 SC2820
 SC2820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2820
 SC2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2820
 SC2820.The ellipsoidal height was determined by GPS observations
 SC2820.and is referenced to NAD 83.
 SC2820
 SC2820.The geoid height was determined by GEOID03.
 SC2820
 SC2820;                    North         East     Units Scale Factor Converg.
 SC2820;SPC WA S     -   160,253.728   370,773.894   MT  0.99991939   -1 13 44.3
 SC2820;SPC WA S     -   525,765.77  1,216,447.35   sFT  0.99991939   -1 13 44.3
 SC2820;UTM  10      - 5,179,104.411   561,709.169   MT  0.99964680   +0 35 19.5
 SC2820
 SC2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2820!SPC WA S     -   0.99994503  x   0.99991939  =   0.99986443
 SC2820!UTM  10      -   0.99994503  x   0.99964680  =   0.99959185
 SC2820
 SC2820                          SUPERSEDED SURVEY CONTROL
 SC2820
 SC2820  NAD 83(1991)-  46 45 45.49108(N)    122 11 30.77230(W) AD(       ) B
 SC2820  ELLIP H (05/29/91)  350.84   (m)                       GP(       ) 4 1
 SC2820
 SC2820.Superseded values are not recommended for survey control.
 SC2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2820.See file dsdata.txt to determine how the superseded data were derived.
 SC2820
 SC2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES6170979104(NAD 83)
 SC2820_MARKER: DH = HORIZONTAL CONTROL DISK
 SC2820_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SC2820_SP_SET: DRILL HOLE IN OLD BRIDGE ABUTM
 SC2820_STAMPING: ELBE 1990
 SC2820_MARK LOGO: NGS   
 SC2820_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC2820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2820+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1990
 SC2820
 SC2820  HISTORY     - Date     Condition        Report By
 SC2820  HISTORY     - 1989     MONUMENTED       NGS
 SC2820  HISTORY     - 19901015 GOOD
 SC2820
 SC2820                          STATION DESCRIPTION
 SC2820
 SC2820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SC2820'THE STATION IS LOCATED ABOUT 27.3 KM (17.0 MI) NORH OF MORTON, 22.5 KM
 SC2820'(14.0 MI) WEST OF MOUNT RAINIER NATIONAL PARK, 16.1 KM (10.0 MI)
 SC2820'SOUTH OF LA GRANDE AND AT THE JUNCTION OF STATE ROUTES 7 AND 706 IN
 SC2820'ELBE.
 SC2820'TO REACH FROM THE POST OFFICE IN ELBE, GO SOUTHEAST ON STATE ROUTE 7
 SC2820'FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF STATE ROUTE 706, A BRIDGE
 SC2820'OVER THE NISQUALLY RIVER AND THE STATION.
 SC2820'THE MARK IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE NORTH
 SC2820'BRIDGE ABUTMENT FOR THE OLD BRIDGE OVER THE NISQUALLY RIVER.  IT IS
 SC2820'42.7 M (140.1 FT)  SOUTH OF THE SOUTH RAIL, 11.6 M (38.1 FT)  EAST OF
 SC2820'THE NORTHEAST CORNER OF THE EXISTING BRIDGE , 3.5 M (11.5 FT) WEST OF
 SC2820'A WITNESS POST SET AT THE EAST END OF THE ABUTMENT AND 3.0 M
 SC2820'(9.8 FT) EAST OF THE WEST END OF THE ABUTMENT.
 SC2820
 SC2820                          STATION RECOVERY (1990)
 SC2820
 SC2820'RECOVERED 1990
 SC2820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0247 ***********************************************************************
 SB0247  DESIGNATION -  ELBOW
 SB0247  PID         -  SB0247
 SB0247  STATE/COUNTY-  WA/KITTITAS
 SB0247  USGS QUAD   -  GINKGO (1978)
 SB0247
 SB0247                         *CURRENT SURVEY CONTROL
 SB0247  ___________________________________________________________________
 SB0247* NAD 83(1991)-  46 57 36.76397(N)    120 07 04.94381(W)     ADJUSTED  
 SB0247* NAVD 88     -       628.197  (meters)    2061.01   (feet)  ADJUSTED  
 SB0247  ___________________________________________________________________
 SB0247  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 SB0247  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 SB0247  DYNAMIC HT  -         628.199 (meters)    2061.02  (feet)  COMP
 SB0247  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 SB0247
 SB0247  HORZ ORDER  -  THIRD
 SB0247  VERT ORDER  -  SECOND    CLASS 0
 SB0247
 SB0247.The horizontal coordinates were established by classical geodetic methods
 SB0247.and adjusted by the National Geodetic Survey in December 1991..
 SB0247
 SB0247.The orthometric height was determined by differential leveling
 SB0247.and adjusted by the National Geodetic Survey in June 1991..
 SB0247
 SB0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0247
 SB0247.The geoid height was determined by GEOID03.
 SB0247
 SB0247.The dynamic height is computed by dividing the NAVD 88
 SB0247.geopotential number by the normal gravity value computed on the
 SB0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0247.degrees latitude (g = 980.6199 gals.).
 SB0247
 SB0247.The modeled gravity was interpolated from observed gravity values.
 SB0247
 SB0247;                    North         East     Units Scale Factor Converg.
 SB0247;SPC WA S     -   180,900.602   529,069.938   MT  0.99993601   +0 16 38.8
 SB0247;SPC WA S     -   593,504.73  1,735,790.29   sFT  0.99993601   +0 16 38.8
 SB0247;UTM  10      - 5,204,774.618   719,259.049   MT  1.00019090   +2 06 25.9
 SB0247
 SB0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0247!SPC WA S     -   0.99990475  x   0.99993601  =   0.99984076
 SB0247!UTM  10      -   0.99990475  x   1.00019090  =   1.00009563
 SB0247
 SB0247|---------------------------------------------------------------------|
 SB0247| PID    Reference Object                     Distance      Geod. Az  |
 SB0247|                                                           dddmmss.s |
 SB0247| SB0246 ELBOW RM 1                            7.648 METERS 03138     |
 SB0247| SB0245 ELBOW RM 2                            6.765 METERS 26748     |
 SB0247|---------------------------------------------------------------------|
 SB0247
 SB0247                          SUPERSEDED SURVEY CONTROL
 SB0247
 SB0247  NAD 83(1986)-  46 57 36.77054(N)    120 07 04.93170(W) AD(       ) 3
 SB0247  NAD 27      -  46 57 37.30350(N)    120 07 00.73100(W) AD(       ) 3
 SB0247  NGVD 29 (??/??/92)  627.075  (m)         2057.33   (f) ADJ UNCH    2 0
 SB0247
 SB0247.Superseded values are not recommended for survey control.
 SB0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0247.See file dsdata.txt to determine how the superseded data were derived.
 SB0247
 SB0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1925904775(NAD 83)
 SB0247_MARKER: DS = TRIANGULATION STATION DISK
 SB0247_SETTING: 66 = SET IN ROCK OUTCROP
 SB0247_SP_SET: OUTCROP
 SB0247_STAMPING: ELBOW 1957
 SB0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0247+STABILITY: POSITION/ELEVATION WELL
 SB0247
 SB0247  HISTORY     - Date     Condition        Report By
 SB0247  HISTORY     - 1957     MONUMENTED       CGS
 SB0247  HISTORY     - 1957     GOOD             CGS
 SB0247
 SB0247                          STATION DESCRIPTION
 SB0247
 SB0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SB0247'THE STATION IS LOCATED ON THE NORTH SLOPE OF A RIDGE, ABOUT 18-1/2
 SB0247'MILES EAST-SOUTHEAST OF ELLENSBURG, 8 MILES WEST OF VANTAGE AND
 SB0247'THE COLUMBIA RIVER, AND 0.1 MILE SOUTH OF U.S. HIGHWAY 10.
 SB0247'
 SB0247'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN
 SB0247'ELLENSBURG, DRIVE EAST ON U.S. HIGHWAY 10 FOR 18.4 MILES TO THE
 SB0247'SADDLE MOUNTAIN CAFE AND GARAGE ON THE LEFT.  CONTINUE EAST ON THE
 SB0247'HIGHWAY FOR 1.75 MILES TO A Y-FORK.  KEEP THE RIGHT FORK AND DRIVE
 SB0247'SOUTHEAST AND EAST ON THE OLD MACADAM ROAD FOR 1.55 MILES TO THE
 SB0247'JUNCTION OF A POWER LINE AND TELEPHONE LINE.  TURN LEFT OFF THE
 SB0247'MACADAM ROAD AND DRIVE NORTH ON A DIM TRACK ROAD ALONG THE POWER
 SB0247'LINE FOR 0.3 MILE, THENCE TURN LEFT AND DRIVE WEST ACROSS COUNTRY
 SB0247'FOR 0.1 MILE TO THE STATION.
 SB0247'
 SB0247'THE STATION MARK, STAMPED ELBOW 1957, IS A STANDARD DISK CEMENTED IN
 SB0247'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4 INCHES
 SB0247'ABOVE THE SURFACE OF THE GROUND.  IT IS 11 FEET WEST OF A WHITE
 SB0247'WITNESS POST.
 SB0247'
 SB0247'REFERENCE MARK 1, STAMPED ELBOW NO 1 1957, IS A STANDARD DISK
 SB0247'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 SB0247'THE SURFACE OF THE GROUND.  IT IS 23 FEET NORTHEAST OF THE WHITE
 SB0247'WITNESS POST.
 SB0247'
 SB0247'REFERENCE MARK 2, STAMPED ELBOW NO 2 1957, IS A STANDARD DISK
 SB0247'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 SB0247'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 33 FEET WEST OF
 SB0247'THE WHITE WITNESS POST.
 SB0247
 SB0247                          STATION RECOVERY (1957)
 SB0247
 SB0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 SB0247'8 MI W FROM VANTAGE.
 SB0247'21.7 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF U.S.
 SB0247'HIGHWAYS 10 AND 97 IN ELLENSBURG, 7.2 MILES WEST ALONG U.S. HIGHWAY 10
 SB0247'FROM THE POST OFFICE IN VANTAGE, ON THE NORTH SLOPE OF A RIDGE, 0.1
 SB0247'MILE SOUTH OF HIGHWAY 10, 11 FEET WEST OF A WHITE WITNESS POST AND
 SB0247'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4 INCHES
 SB0247'ABOVE THE SURFACE OF THE GROUND.  NOTE-- TO REACH THE BENCH MARK FROM
 SB0247'THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN ELLENSBURG, DRIVE EAST ON
 SB0247'HIGHWAY 10 FOR 18.4 MILES TO THE SADDLE MOUNTAIN CAFE AND GARAGE ON
 SB0247'THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 1.8 MILES TO A Y-FORK.
 SB0247'KEEP THE RIGHT FORK AND DRIVE SOUTHEAST AND EAST ON THE OLD MACADAM
 SB0247'ROAD FOR 1.6 MILES TO THE JUNCTION OF A POWER LINE AND A TELEPHONE
 SB0247'LINE.  TURN LEFT OFF THE MACADAM ROAD AND DRIVE NORTH ON A DIM TRACK
 SB0247'ROAD ALONG THE POWER LINE FOR 0.3 MILE, THENCE TURN LEFT AND DRIVE
 SB0247'WEST ACROSS COUNTRY FOR 0.1 MILE TO THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1012 ***********************************************************************
 TP1012  DESIGNATION -  ELBOW
 TP1012  PID         -  TP1012
 TP1012  STATE/COUNTY-  WA/STEVENS
 TP1012  USGS QUAD   -  HUNTERS (1994)
 TP1012
 TP1012                         *CURRENT SURVEY CONTROL
 TP1012  ___________________________________________________________________
 TP1012* NAD 83(1991)-  48 03 11.67513(N)    118 13 40.65375(W)     ADJUSTED  
 TP1012* NAVD 88     -       644.43   (+/-2cm)    2114.3    (feet)  VERTCON   
 TP1012  ___________________________________________________________________
 TP1012  LAPLACE CORR-           7.27  (seconds)                    DEFLEC99
 TP1012  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 TP1012
 TP1012  HORZ ORDER  -  SECOND
 TP1012  VERT ORDER  -  THIRD ? (See Below)
 TP1012
 TP1012.The horizontal coordinates were established by classical geodetic methods
 TP1012.and adjusted by the National Geodetic Survey in December 1991..
 TP1012
 TP1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1012.The vertical order pertains to the NGVD 29 superseded value.
 TP1012
 TP1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1012
 TP1012.The geoid height was determined by GEOID03.
 TP1012
 TP1012;                    North         East     Units Scale Factor Converg.
 TP1012;SPC WA N     -   120,389.068   694,178.621   MT  0.99994289   +1 56 23.1
 TP1012;SPC WA N     -   394,976.47  2,277,484.36   sFT  0.99994289   +1 56 23.1
 TP1012;UTM  11      - 5,322,947.366   408,494.781   MT  0.99970288   -0 54 48.2
 TP1012
 TP1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1012!SPC WA N     -   0.99990195  x   0.99994289  =   0.99984484
 TP1012!UTM  11      -   0.99990195  x   0.99970288  =   0.99960486
 TP1012
 TP1012:                Primary Azimuth Mark                     Grid Az
 TP1012:SPC WA N     -  FRUITLAND                                004 53 46.3
 TP1012:UTM  11      -  FRUITLAND                                007 44 57.6
 TP1012
 TP1012|---------------------------------------------------------------------|
 TP1012| PID    Reference Object                     Distance      Geod. Az  |
 TP1012|                                                           dddmmss.s |
 TP1012| TP1013 FRUITLAND                           APPROX. 1.5 KM 0065009.4 |
 TP1012| CF1397 ELBOW RM 1                            5.233 METERS 16823     |
 TP1012|---------------------------------------------------------------------|
 TP1012
 TP1012                          SUPERSEDED SURVEY CONTROL
 TP1012
 TP1012  NAD 83(1986)-  48 03 11.68581(N)    118 13 40.64943(W) AD(       ) 2
 TP1012  NAD 27      -  48 03 12.10200(N)    118 13 36.69900(W) AD(       ) 2
 TP1012  NGVD 29 (07/19/86)  643.20   (m)         2110.2    (f) LEVELING    3  
 TP1012
 TP1012.Superseded values are not recommended for survey control.
 TP1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1012.See file dsdata.txt to determine how the superseded data were derived.
 TP1012
 TP1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP0849522947(NAD 83)
 TP1012_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1012_SETTING: 66 = SET IN ROCK OUTCROP
 TP1012_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP1012
 TP1012  HISTORY     - Date     Condition        Report By
 TP1012  HISTORY     - 1935     MONUMENTED       BOR
 TP1012
 TP1012                          STATION DESCRIPTION
 TP1012
 TP1012'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 TP1012'STATION IS LOCATED A FEW FEET BELOW TOP OF SHARP, PROMINENT,
 TP1012'BASALT KNOB, HIGHEST POINT IN SW 1/4 SEC. 36, T. 30 N., R. 36 E. WM,
 TP1012'ABOUT 1/4 MILE W OF STATE HIGHWAY 22.
 TP1012'
 TP1012'TO REACH FROM DAVENPORT, DRIVE N ON STATE HIGHWAY 22, CROSS
 TP1012'DETILLIAN BRIDGE, 22.0 MILES.  33.7, SHARP LEFT REVERSE OFF
 TP1012'HIGHWAY ONTO GEROME-FRUITLAND ROAD.  34.4, PASS OLD ORCHARD, TURN
 TP1012'RIGHT THROUGH GATE, FOLLOW FENCE LINE W.  34.55, GO THROUGH GATE
 TP1012'IN REVERSE (RIGHT FROM ORIGINAL DIRECTION).  THEN TURN RIGHT UP
 TP1012'STEEP PITCH AND FOLLOW RIDGE N.  35.1, LEAVE CAR AT FOOT OF
 TP1012'ROCKY POINT AND CLIMB ABOUT 100 FEET TO STATION.
 TP1012'
 TP1012'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 TP1012'RESPECTIVELY.
 TP1012'
 TP1012'HEIGHT OF STAND ABOVE STATION MARK - 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0246 ***********************************************************************
 SB0246  DESIGNATION -  ELBOW RM 1
 SB0246  PID         -  SB0246
 SB0246  STATE/COUNTY-  WA/KITTITAS
 SB0246  USGS QUAD   -  GINKGO (1978)
 SB0246
 SB0246                         *CURRENT SURVEY CONTROL
 SB0246  ___________________________________________________________________
 SB0246* NAD 83(1986)-  46 57 36.     (N)    120 07 04.     (W)     SCALED    
 SB0246* NAVD 88     -       626.949  (meters)    2056.92   (feet)  ADJUSTED  
 SB0246  ___________________________________________________________________
 SB0246  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 SB0246  DYNAMIC HT  -         626.951 (meters)    2056.92  (feet)  COMP
 SB0246  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 SB0246
 SB0246  VERT ORDER  -  SECOND    CLASS 0
 SB0246
 SB0246.The horizontal coordinates were scaled from a topographic map and have
 SB0246.an estimated accuracy of +/- 6 seconds.
 SB0246
 SB0246.The orthometric height was determined by differential leveling
 SB0246.and adjusted by the National Geodetic Survey in June 1991..
 SB0246
 SB0246.The geoid height was determined by GEOID03.
 SB0246
 SB0246.The dynamic height is computed by dividing the NAVD 88
 SB0246.geopotential number by the normal gravity value computed on the
 SB0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0246.degrees latitude (g = 980.6199 gals.).
 SB0246
 SB0246.The modeled gravity was interpolated from observed gravity values.
 SB0246
 SB0246;                    North         East    Units  Estimated Accuracy
 SB0246;SPC WA S     -   180,880.      529,090.      MT  (+/- 180 meters Scaled)
 SB0246
 SB0246                          SUPERSEDED SURVEY CONTROL
 SB0246
 SB0246  NGVD 29 (??/??/92)  625.827  (m)         2053.23   (f) ADJ UNCH    2 0
 SB0246
 SB0246.Superseded values are not recommended for survey control.
 SB0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0246.See file dsdata.txt to determine how the superseded data were derived.
 SB0246
 SB0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT192047(NAD 83)
 SB0246_MARKER: DR = REFERENCE MARK DISK
 SB0246_SETTING: 66 = SET IN ROCK OUTCROP
 SB0246_SP_SET: OUTCROP
 SB0246_STAMPING: ELBOW NO 1 1957
 SB0246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0246+STABILITY: POSITION/ELEVATION WELL
 SB0246
 SB0246  HISTORY     - Date     Condition        Report By
 SB0246  HISTORY     - 1957     MONUMENTED       CGS
 SB0246
 SB0246                          STATION DESCRIPTION
 SB0246
 SB0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SB0246'8 MI W FROM VANTAGE.
 SB0246'21.7 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF U.S.
 SB0246'HIGHWAYS 10 AND 97 IN ELLENSBURG, 7.2 MILES WEST ALONG U.S. HIGHWAY 10
 SB0246'FROM THE POST OFFICE IN VANTAGE, ON THE NORTH SLOPE OF A RIDGE, 0.1
 SB0246'MILE SOUTH OF HIGHWAY 10, 23 FEET WEST OF A WHITE WITNESS POST AND
 SB0246'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 SB0246'GROUND.  NOTE-- TO REACH THE BENCH MARK FROM THE JUNCTION OF U.S.
 SB0246'HIGHWAYS 10 AND 97 IN ELLENSBURG, DRIVE EAST ON HIGHWAY 10 FOR 18.4
 SB0246'MILES TO THE SADDLE MOUNTAIN CAFE AND GARAGE ON THE LEFT. CONTINUE
 SB0246'EAST ON THE HIGHWAY FOR 1.8 MILES TO A Y-FORK.  KEEP THE RIGHT FORK
 SB0246'AND DRIVE SOUTHEAST AND EAST ON THE OLD MACADAM ROAD FOR 1.6 MILES TO
 SB0246'THE JUNCTION OF A POWER LINE AND A TELEPHONE LINE.  TURN LEFT OFF THE
 SB0246'MACADAM ROAD AND DRIVE NORTH ON A DIM TRACK ROAD ALONG THE POWER LINE
 SB0246'FOR 0.3 MILE, THENCE TURN LEFT AND DRIVE WEST ACROSS COUNTRY FOR 0.1
 SB0246'MILE TO THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0245 ***********************************************************************
 SB0245  DESIGNATION -  ELBOW RM 2
 SB0245  PID         -  SB0245
 SB0245  STATE/COUNTY-  WA/KITTITAS
 SB0245  USGS QUAD   -  GINKGO (1978)
 SB0245
 SB0245                         *CURRENT SURVEY CONTROL
 SB0245  ___________________________________________________________________
 SB0245* NAD 83(1986)-  46 57 36.     (N)    120 07 04.     (W)     SCALED    
 SB0245* NAVD 88     -       627.646  (meters)    2059.20   (feet)  ADJUSTED  
 SB0245  ___________________________________________________________________
 SB0245  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 SB0245  DYNAMIC HT  -         627.648 (meters)    2059.21  (feet)  COMP
 SB0245  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 SB0245
 SB0245  VERT ORDER  -  SECOND    CLASS 0
 SB0245
 SB0245.The horizontal coordinates were scaled from a topographic map and have
 SB0245.an estimated accuracy of +/- 6 seconds.
 SB0245
 SB0245.The orthometric height was determined by differential leveling
 SB0245.and adjusted by the National Geodetic Survey in June 1991..
 SB0245
 SB0245.The geoid height was determined by GEOID03.
 SB0245
 SB0245.The dynamic height is computed by dividing the NAVD 88
 SB0245.geopotential number by the normal gravity value computed on the
 SB0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0245.degrees latitude (g = 980.6199 gals.).
 SB0245
 SB0245.The modeled gravity was interpolated from observed gravity values.
 SB0245
 SB0245;                    North         East    Units  Estimated Accuracy
 SB0245;SPC WA S     -   180,880.      529,090.      MT  (+/- 180 meters Scaled)
 SB0245
 SB0245                          SUPERSEDED SURVEY CONTROL
 SB0245
 SB0245  NGVD 29 (??/??/92)  626.525  (m)         2055.52   (f) ADJ UNCH    2 0
 SB0245
 SB0245.Superseded values are not recommended for survey control.
 SB0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0245.See file dsdata.txt to determine how the superseded data were derived.
 SB0245
 SB0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT192047(NAD 83)
 SB0245_MARKER: DR = REFERENCE MARK DISK
 SB0245_SETTING: 66 = SET IN ROCK OUTCROP
 SB0245_SP_SET: BEDROCK
 SB0245_STAMPING: ELBOW NO 2 1957
 SB0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0245+STABILITY: POSITION/ELEVATION WELL
 SB0245
 SB0245  HISTORY     - Date     Condition        Report By
 SB0245  HISTORY     - 1957     MONUMENTED       CGS
 SB0245
 SB0245                          STATION DESCRIPTION
 SB0245
 SB0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SB0245'8 MI W FROM VANTAGE.
 SB0245'21.7 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF U.S.
 SB0245'HIGHWAYS 10 AND 97 IN ELLENSBURG, 7.2 MILES WEST ALONG U.S. HIGHWAY 10
 SB0245'FROM THE POST OFFICE IN VANTAGE, ON THE NORTH SLOPE OF A RIDGE, 0.1
 SB0245'MILE SOUTH OF HIGHWAY 10, 33 FEET WEST OF A WHITE WITNESS POST AND
 SB0245'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4 INCHES
 SB0245'ABOVE THE SURFACE OF THE GROUND.  IT IS 22.2 FEET WEST OF
 SB0245'TRIANGULATION STATION ELBOW 1957.  NOTE-- TO REACH THE BENCH MARK FROM
 SB0245'THE JUNCTION OF U.S. HIGHWAYS 10 AND 97 IN ELLENSBURG, DRIVE EAST ON
 SB0245'HIGHWAY 10 FOR 18.4 MILES TO THE SADDLE MOUNTAIN CAFE AND GARAGE ON
 SB0245'THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 1.8 MILES TO A Y-FORK.
 SB0245'KEEP THE RIGHT FORK AND DRIVE SOUTHEAST AND EAST ON THE OLD MACADAM
 SB0245'ROAD FOR 1.6 MILES TO THE JUNCTION OF A POWER LINE AND A TELEPHONE
 SB0245'LINE.  TURN LEFT OFF THE MACADAM ROAD AND DRIVE NORTH ON A DIM TRACK
 SB0245'ROAD ALONG THE POWER LINE FOR 0.3 MILE, THENCE TURN LEFT AND DRIVE
 SB0245'WEST ACROSS COUNTRY FOR 0.1 MILE TO THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0983 ***********************************************************************
 TP0983  DESIGNATION -  ELBURN
 TP0983  PID         -  TP0983
 TP0983  STATE/COUNTY-  WA/STEVENS
 TP0983  USGS QUAD   -  INCHELIUM (1993)
 TP0983
 TP0983                         *CURRENT SURVEY CONTROL
 TP0983  ___________________________________________________________________
 TP0983* NAD 83(1991)-  48 19 18.27156(N)    118 08 42.32937(W)     ADJUSTED  
 TP0983* NAVD 88     -       541.9    (meters)    1778.     (feet)  VERTCON   
 TP0983  ___________________________________________________________________
 TP0983  LAPLACE CORR-           8.24  (seconds)                    DEFLEC99
 TP0983  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 TP0983
 TP0983  HORZ ORDER  -  SECOND
 TP0983
 TP0983.The horizontal coordinates were established by classical geodetic methods
 TP0983.and adjusted by the National Geodetic Survey in December 1991..
 TP0983
 TP0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0983
 TP0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0983
 TP0983.The geoid height was determined by GEOID03.
 TP0983
 TP0983;                    North         East     Units Scale Factor Converg.
 TP0983;SPC WA N     -   150,437.069   699,309.656   MT  0.99994857   +2 00 05.2
 TP0983;SPC WA N     -   493,558.95  2,294,318.43   sFT  0.99994857   +2 00 05.2
 TP0983;UTM  11      - 5,352,695.115   415,114.445   MT  0.99968853   -0 51 19.1
 TP0983
 TP0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0983!SPC WA N     -   0.99991790  x   0.99994857  =   0.99986647
 TP0983!UTM  11      -   0.99991790  x   0.99968853  =   0.99960645
 TP0983
 TP0983:                Primary Azimuth Mark                     Grid Az
 TP0983:SPC WA N     -  GIFFORD EAST FERRY TOWER                 197 48 18.2
 TP0983:UTM  11      -  GIFFORD EAST FERRY TOWER                 200 39 42.5
 TP0983
 TP0983|---------------------------------------------------------------------|
 TP0983| PID    Reference Object                     Distance      Geod. Az  |
 TP0983|                                                           dddmmss.s |
 TP0983| TP0990 GIFFORD EAST FERRY TOWER            APPROX. 2.2 KM 1994823.4 |
 TP0983| TP0994 INCHELIUM WEST FERRY TOWER          APPROX. 2.4 KM 2082501.7 |
 TP0983| TP0986 INCHELIUM WATER TANK MAST           APPROX. 2.6 KM 2131103.0 |
 TP0983| TP0981 INCHELIUM RC CHURCH SPIRE           APPROX. 2.7 KM 2193421.5 |
 TP0983| TP0991 INCHELIUM                           APPROX. 6.2 KM 2263524.7 |
 TP0983| CF1398 ELBURN RM 1                           5.657 METERS 27818     |
 TP0983|---------------------------------------------------------------------|
 TP0983
 TP0983                          SUPERSEDED SURVEY CONTROL
 TP0983
 TP0983  NAD 83(1986)-  48 19 18.28070(N)    118 08 42.32547(W) AD(       ) 2
 TP0983  NAD 27      -  48 19 18.66500(N)    118 08 38.35700(W) AD(       ) 2
 TP0983  NGVD 29 (07/19/86)  540.7    (m)         1774.     (f) VERT ANG       
 TP0983
 TP0983.Superseded values are not recommended for survey control.
 TP0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0983.See file dsdata.txt to determine how the superseded data were derived.
 TP0983
 TP0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1511452695(NAD 83)
 TP0983_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0983
 TP0983  HISTORY     - Date     Condition        Report By
 TP0983  HISTORY     - 1936     MONUMENTED       BOR
 TP0983  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0983
 TP0983                          STATION DESCRIPTION
 TP0983
 TP0983'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0983'LOCATED IN NW 1/4 SEC. 34, CLOSE TO SECTION LINE 33/34, IN NW
 TP0983'CORNER OF UNCULTIVATED FIELD, ABOUT 150 FEET E OF ROAD, ABOUT 200
 TP0983'FEET S OF FARMHOUSE ON A W EXPOSURE.
 TP0983'
 TP0983'TO REACH STATION FROM ROAD INTERSECTION OF HIGHWAY AT DAISY
 TP0983'(0.0), TURN LEFT (E) ON GRAVEL ROAD WINDING UP HILL.  1.8 TURN
 TP0983'RIGHT (S) ON DIRT ROAD.  2.3 ROAD JUNCTION, FOLLOW RIGHT FORK
 TP0983'S.  3.4 LEAVE CAR AT FARM AND PROCEED ON FOOT SE 200 FEET UP
 TP0983'FOOTPATH THROUGH GATE TO NW CORNER OF FIELD AND STATION.
 TP0983'
 TP0983'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 21A,
 TP0983'RESPECTIVELY.
 TP0983'
 TP0983'HEIGHT OF STAND ABOVE STATION MARK 1.19 METERS.
 TP0983
 TP0983                          STATION RECOVERY (1947)
 TP0983
 TP0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0983'STATION WAS RECOVERED AS DESCRIBED BY THE U.S.B.R. IN THEIR
 TP0983'DESCRIPTION OF 1936.  SINCE THE ORIGINAL DESCRIPTION IS INADEQUATE
 TP0983'A NEW DESCRIPTION IS SUBMITTED--
 TP0983'
 TP0983'STATION IS LOCATED IN THE NW 1/4 SEC. 34, CLOSE TO SECTION LINE
 TP0983'33/34, ON THE E SIDE OF ROOSEVELT LAKE, AND ABOUT 1.0 MILE N OF
 TP0983'GIFFORD.  IT IS ON THE TOP OF A GRASSY KNOLL, 110 FEET E OF THE
 TP0983'CENTER LINE OF THE DIRT ROAD, 25 FEET S OF A TELEPHONE LINE, AND
 TP0983'ABOUT 200 FEET S OF A FARMHOUSE.  A 4-FOOT WOODEN STAND IS OVER
 TP0983'THE STATION SITE.
 TP0983'
 TP0983'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION STATION DISK,
 TP0983'STAMPED ELBURN 1936, SET ACCORDING TO NOTE 1A, AND IS FLUSH WITH THE
 TP0983'SURFACE OF THE GROUND.
 TP0983'
 TP0983'R.M. 1 WAS NOT FOUND.
 TP0983'
 TP0983'FROM THE JUNCTION OF STRANGER CREEK ROAD AND STATE HIGHWAY 22
 TP0983'JUST N OF THE SHELL SERVICE STATION IN THE TOWN OF GIFFORD, GO E
 TP0983'ON A GRAVELED ROAD FOR 0.4 MILE, TURN LEFT ON A DIRT ROAD AND GO
 TP0983'0.6 MILE, TURN LEFT ON A DIRT ROAD AND GO 0.9 MILE TO STATION ON
 TP0983'RIGHT AND OLD SHACKS ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2512 ***********************************************************************
 SC2512  DESIGNATION -  ELDER
 SC2512  PID         -  SC2512
 SC2512  STATE/COUNTY-  WA/PACIFIC
 SC2512  USGS QUAD   -  BAY CENTER (1994)
 SC2512
 SC2512                         *CURRENT SURVEY CONTROL
 SC2512  ___________________________________________________________________
 SC2512* NAD 83(1991)-  46 40 21.47946(N)    123 55 37.06659(W)     ADJUSTED  
 SC2512* NAVD 88     -                                                        
 SC2512  ___________________________________________________________________
 SC2512  LAPLACE CORR-          17.56  (seconds)                    DEFLEC99
 SC2512  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 SC2512
 SC2512  HORZ ORDER  -  THIRD
 SC2512
 SC2512.The horizontal coordinates were established by classical geodetic methods
 SC2512.and adjusted by the National Geodetic Survey in December 1991..
 SC2512
 SC2512
 SC2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2512
 SC2512.The geoid height was determined by GEOID03.
 SC2512
 SC2512;                    North         East     Units Scale Factor Converg.
 SC2512;SPC WA S     -   154,558.435   237,875.794   MT  0.99991576   -2 29 21.6
 SC2512;SPC WA S     -   507,080.47    780,430.83   sFT  0.99991576   -2 29 21.6
 SC2512;UTM  10      - 5,169,203.309   429,098.000   MT  0.99966179   -0 40 27.6
 SC2512
 SC2512                          SUPERSEDED SURVEY CONTROL
 SC2512
 SC2512  NAD 83(1991)-  46 40 21.47767(N)    123 55 37.06649(W) AD(       ) 4
 SC2512  NAD 83(1986)-  46 40 21.47765(N)    123 55 37.05337(W) AD(       ) 4
 SC2512  NAD 27      -  46 40 22.12000(N)    123 55 32.50000(W) AD(       ) 3
 SC2512
 SC2512.Superseded values are not recommended for survey control.
 SC2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2512.See file dsdata.txt to determine how the superseded data were derived.
 SC2512
 SC2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2909869203(NAD 83)
 SC2512
 SC2512  HISTORY     - Date     Condition        Report By
 SC2512  HISTORY     - UNK      MONUMENTED
 SC2512  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2512
 SC2512                          STATION DESCRIPTION
 SC2512
 SC2512'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2512'NOT RECOVERED.  THIS STATION WAS NOT PREVIOUSLY DESCRIBED.  IT IS
 SC2512'ABOUT 44 M. NW OF STATION STONY POINT 1939.  THERE IS NO READILY
 SC2512'IDENTIFIABLE MARK IN THE VICINITY, BUT THIS IS A ROCKY POINT, BARE
 SC2512'MUCH OF THE TIME AND IT IS POSSIBLE THAT WITH A COMPUTED DISTANCE
 SC2512'AND DIRECTION FROM STONY POINT EVIDENCE OF A STATION MAY BE
 SC2512'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5162 ***********************************************************************
 SY5162  DESIGNATION -  ELDER
 SY5162  PID         -  SY5162
 SY5162  STATE/COUNTY-  WA/KITSAP
 SY5162  USGS QUAD   -  SUQUAMISH (1981)
 SY5162
 SY5162                         *CURRENT SURVEY CONTROL
 SY5162  ___________________________________________________________________
 SY5162* NAD 83(1991)-  47 41 38.85734(N)    122 30 13.75966(W)     ADJUSTED  
 SY5162* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY5162  ___________________________________________________________________
 SY5162  LAPLACE CORR-         -11.09  (seconds)                    DEFLEC99
 SY5162  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 SY5162
 SY5162  HORZ ORDER  -  FIRST
 SY5162
 SY5162.The horizontal coordinates were established by classical geodetic methods
 SY5162.and adjusted by the National Geodetic Survey in December 1991..
 SY5162
 SY5162.The orthometric height was scaled from a topographic map.
 SY5162
 SY5162.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5162
 SY5162.The geoid height was determined by GEOID03.
 SY5162
 SY5162;                    North         East     Units Scale Factor Converg.
 SY5162;SPC WA N     -    78,535.202   374,617.766   MT  0.99996945   -1 14 37.4
 SY5162;SPC WA N     -   257,660.91  1,229,058.45   sFT  0.99996945   -1 14 37.4
 SY5162;UTM  10      - 5,282,423.850   537,230.850   MT  0.99961703   +0 22 01.1
 SY5162
 SY5162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5162!SPC WA N     -   1.00000255  x   0.99996945  =   0.99997200
 SY5162!UTM  10      -   1.00000255  x   0.99961703  =   0.99961958
 SY5162
 SY5162|---------------------------------------------------------------------|
 SY5162| PID    Reference Object                     Distance      Geod. Az  |
 SY5162|                                                           dddmmss.s |
 SY5162| CF6583 ELDER RM 2                           19.470 METERS 01819     |
 SY5162| SY4712 CANAL ENTRANCE LIGHT                APPROX. 7.1 KM 1051218.4 |
 SY5162| SY4779 WEST PT LIGHTHOUSE                  APPROX. 6.2 KM 1245550.6 |
 SY5162| SY4796 SKIFF POINT                         APPROX. 3.6 KM 1743954.6 |
 SY5162| CF6582 ELDER RM 1                           16.660 METERS 18938     |
 SY5162|---------------------------------------------------------------------|
 SY5162
 SY5162                          SUPERSEDED SURVEY CONTROL
 SY5162
 SY5162  NAD 83(1986)-  47 41 38.85228(N)    122 30 13.76413(W) AD(       ) 1
 SY5162  NAD 27      -  47 41 39.50300(N)    122 30 09.28900(W) AD(       ) 1
 SY5162
 SY5162.Superseded values are not recommended for survey control.
 SY5162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5162.See file dsdata.txt to determine how the superseded data were derived.
 SY5162
 SY5162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3723182424(NAD 83)
 SY5162_MARKER: DS = TRIANGULATION STATION DISK
 SY5162_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY5162
 SY5162  HISTORY     - Date     Condition        Report By
 SY5162  HISTORY     - 1921     MONUMENTED       CGS
 SY5162  HISTORY     - 1931     SEE DESCRIPTION  CGS
 SY5162  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5162  HISTORY     - 19990301 MARK NOT FOUND   USPSQD
 SY5162
 SY5162                          STATION DESCRIPTION
 SY5162
 SY5162'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY5162'STATION IS LOCATED ON THE W SIDE OF PUGET SOUND, ON THE NE END OF
 SY5162'BAINBRIDGE ISLAND, ABOUT ONE MILE S OF POINT MONROE, AND ABOUT
 SY5162'ONE-THIRD MILE S OF SMALL WHARF.  THE STATION IS ON THE BEACH
 SY5162'JUST INSIDE OF DRIFT AND TWO METERS FROM EDGE OF BLUFF.
 SY5162'
 SY5162'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5162'CONCRETE.
 SY5162
 SY5162                          STATION RECOVERY (1931)
 SY5162
 SY5162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (KTA)
 SY5162'THIS STATION HAS BEEN DESTROYED, PRESUMABLY WASHED OUT OR KNOCKED
 SY5162'OUT BY ROLLING LOGS AT HIGH TIDE.
 SY5162'
 SY5162'THE CONCRETE MONUMENT CONTAINING THE STATION WAS FOUND LYING ON
 SY5162'THE BEACH AT ABOUT LOW-WATER LINE.
 SY5162
 SY5162                          STATION RECOVERY (1934)
 SY5162
 SY5162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5162'STATION LOST.  NO REFERENCES FOUND.  NEW STATION ELDER 2 - 1934
 SY5162'ESTABLISHED.
 SY5162
 SY5162                          STATION RECOVERY (1999)
 SY5162
 SY5162'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY5162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5171 ***********************************************************************
 SY5171  DESIGNATION -  ELDER 2
 SY5171  PID         -  SY5171
 SY5171  STATE/COUNTY-  WA/KITSAP
 SY5171  USGS QUAD   -  SUQUAMISH (1981)
 SY5171
 SY5171                         *CURRENT SURVEY CONTROL
 SY5171  ___________________________________________________________________
 SY5171* NAD 83(1991)-  47 41 39.41729(N)    122 30 13.46089(W)     ADJUSTED  
 SY5171* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY5171  ___________________________________________________________________
 SY5171  LAPLACE CORR-         -11.08  (seconds)                    DEFLEC99
 SY5171  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 SY5171
 SY5171  HORZ ORDER  -  SECOND
 SY5171
 SY5171.The horizontal coordinates were established by classical geodetic methods
 SY5171.and adjusted by the National Geodetic Survey in December 1991..
 SY5171
 SY5171.The orthometric height was scaled from a topographic map.
 SY5171
 SY5171.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5171
 SY5171.The geoid height was determined by GEOID03.
 SY5171
 SY5171;                    North         East     Units Scale Factor Converg.
 SY5171;SPC WA N     -    78,552.356   374,624.369   MT  0.99996943   -1 14 37.1
 SY5171;SPC WA N     -   257,717.19  1,229,080.12   sFT  0.99996943   -1 14 37.1
 SY5171;UTM  10      - 5,282,441.177   537,236.966   MT  0.99961704   +0 22 01.3
 SY5171
 SY5171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5171!SPC WA N     -   1.00000255  x   0.99996943  =   0.99997198
 SY5171!UTM  10      -   1.00000255  x   0.99961704  =   0.99961959
 SY5171
 SY5171:                Primary Azimuth Mark                     Grid Az
 SY5171:SPC WA N     -  JEFFERSON                                021 58 34.4
 SY5171:UTM  10      -  JEFFERSON                                020 21 56.0
 SY5171
 SY5171|---------------------------------------------------------------------|
 SY5171| PID    Reference Object                     Distance      Geod. Az  |
 SY5171|                                                           dddmmss.s |
 SY5171| SY4731 JEFFERSON                           APPROX. 6.4 KM 0204357.3 |
 SY5171| SY4709 CANAL ENTRANCE LIGHT                APPROX. 7.2 KM 1052758.7 |
 SY5171| CF6584 ELDER 2 RM                           10.760 METERS 26212     |
 SY5171|---------------------------------------------------------------------|
 SY5171
 SY5171                          SUPERSEDED SURVEY CONTROL
 SY5171
 SY5171  NAD 83(1986)-  47 41 39.41214(N)    122 30 13.46541(W) AD(       ) 2
 SY5171  NAD 27      -  47 41 40.06200(N)    122 30 08.99100(W) AD(       ) 2
 SY5171
 SY5171.Superseded values are not recommended for survey control.
 SY5171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5171.See file dsdata.txt to determine how the superseded data were derived.
 SY5171
 SY5171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3723782441(NAD 83)
 SY5171_MARKER: DS = TRIANGULATION STATION DISK
 SY5171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5171
 SY5171  HISTORY     - Date     Condition        Report By
 SY5171  HISTORY     - 1934     MONUMENTED       CGS
 SY5171  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY5171  HISTORY     - 19990301 MARK NOT FOUND   USPSQD
 SY5171
 SY5171                          STATION DESCRIPTION
 SY5171
 SY5171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5171'STATION IS LOCATED ON THE W SIDE OF PUGET SOUND, ON THE NE END OF
 SY5171'BAINBRIDGE ISLAND, ABOUT ONE MILE S OF MONROE POINT, ABOUT 75 METERS
 SY5171'N OF A PROMINENT LANDSLIDE, ON THE OUTERMOST PART OF THE POINT AT
 SY5171'THE HIGH-WATER LINE.
 SY5171'
 SY5171'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 SY5171'SET IN CONCRETE.
 SY5171'
 SY5171'REFERENCE MARK NO.1 IS INSHORE FROM THE STATION ON SLOPING GROUND
 SY5171'AND DISTANT 10.760 METERS (35.31 FEET).
 SY5171'
 SY5171'THIS SECTION OF BEACH IS SUBJECT TO EROSION.  PERMANENCY OF STATION
 SY5171'DOUBTED.
 SY5171
 SY5171                          STATION RECOVERY (1952)
 SY5171
 SY5171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY5171'STATION WAS FOUND DESTROYED.
 SY5171
 SY5171                          STATION RECOVERY (1999)
 SY5171
 SY5171'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY5171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1618 ***********************************************************************
 SY1618  DESIGNATION -  ELDON
 SY1618  PID         -  SY1618
 SY1618  STATE/COUNTY-  WA/MASON
 SY1618  USGS QUAD   -  ELDON (1985)
 SY1618
 SY1618                         *CURRENT SURVEY CONTROL
 SY1618  ___________________________________________________________________
 SY1618* NAD 83(1991)-  47 31 49.19346(N)    123 02 56.06840(W)     ADJUSTED  
 SY1618* NAVD 88     -         5.07   (+/-2cm)      16.6    (feet)  VERTCON   
 SY1618  ___________________________________________________________________
 SY1618  LAPLACE CORR-         -13.72  (seconds)                    DEFLEC99
 SY1618  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SY1618
 SY1618  HORZ ORDER  -  THIRD
 SY1618  VERT ORDER  -  THIRD ? (See Below)
 SY1618
 SY1618.The horizontal coordinates were established by classical geodetic methods
 SY1618.and adjusted by the National Geodetic Survey in December 1991..
 SY1618
 SY1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1618.The vertical order pertains to the NGVD 29 superseded value.
 SY1618
 SY1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1618
 SY1618.The geoid height was determined by GEOID03.
 SY1618
 SY1618;                    North         East     Units Scale Factor Converg.
 SY1618;SPC WA S     -   247,313.701   308,090.425   MT  1.00005107   -1 51 05.5
 SY1618;SPC WA S     -   811,395.03  1,010,793.34   sFT  1.00005107   -1 51 05.5
 SY1618;SPC WA N     -    61,364.796   333,190.843   MT  0.99999448   -1 38 58.3
 SY1618;SPC WA N     -   201,327.67  1,093,143.62   sFT  0.99999448   -1 38 58.3
 SY1618;UTM  10      - 5,264,101.828   496,318.701   MT  0.99960017   -0 02 09.9
 SY1618
 SY1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1618!SPC WA S     -   1.00000253  x   1.00005107  =   1.00005360
 SY1618!SPC WA N     -   1.00000253  x   0.99999448  =   0.99999701
 SY1618!UTM  10      -   1.00000253  x   0.99960017  =   0.99960270
 SY1618
 SY1618|---------------------------------------------------------------------|
 SY1618| PID    Reference Object                     Distance      Geod. Az  |
 SY1618|                                                           dddmmss.s |
 SY1618| DD9660 ELDON RM 1                           27.740 METERS 09115     |
 SY1618| SY1627 CHINOM 2                            APPROX. 2.4 KM 0950342.8 |
 SY1618| SY1626 FLAG POLE N OF STA WINTER 2         APPROX. 2.2 KM 1111101.5 |
 SY1618|---------------------------------------------------------------------|
 SY1618
 SY1618                          SUPERSEDED SURVEY CONTROL
 SY1618
 SY1618  NAD 83(1986)-  47 31 49.18948(N)    123 02 56.07628(W) AD(       ) 3
 SY1618  NAD 27      -  47 31 49.85500(N)    123 02 51.51600(W) AD(       ) 3
 SY1618  NGVD 29 (07/19/86)    3.99   (m)           13.1    (f) LEVELING    3  
 SY1618
 SY1618.Superseded values are not recommended for survey control.
 SY1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1618.See file dsdata.txt to determine how the superseded data were derived.
 SY1618
 SY1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9631964102(NAD 83)
 SY1618_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1618
 SY1618  HISTORY     - Date     Condition        Report By
 SY1618  HISTORY     - 1934     MONUMENTED       CGS
 SY1618  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1618  HISTORY     - 19960329 MARK NOT FOUND   USPSQD
 SY1618
 SY1618                          STATION DESCRIPTION
 SY1618
 SY1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY1618'STATION IS ON W SHORE OF HOOD CANAL ABOUT 1.7 STATUTE MILES N OF
 SY1618'AYOCK POINT, AND ABOUT 1 MILE S OF HAMAHAMA RIVER.  STATION IS
 SY1618'ABOUT 10 FEET ABOVE THE HIGH-WATER MARK, CLOSE TO AND E OF THE
 SY1618'HIGHWAY WHICH PARALLELS THE COAST.  STATION IS SLIGHTLY BELOW
 SY1618'SURFACE OF ROAD, STATION IS CLOSE TO BLUFF.
 SY1618'
 SY1618'SURFACE, UNDERGROUND, AND REFERENCE MARK ARE STANDARD BRONZE DISKS
 SY1618'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 SY1618'
 SY1618'REFERENCE MARK IS ACROSS THE ROAD, CLOSE TO THE TREE LINE AND
 SY1618'PROTRUDES ABOVE THE GROUND.
 SY1618
 SY1618                          STATION RECOVERY (1967)
 SY1618
 SY1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1618'THE STATION AND REFERENCE MARKS WERE NOT RECOVERED AFTER A 20
 SY1618'MINUTE SEARCH.  THE STATION IS PROBABLY LOST AS IT WAS DESCRIBED
 SY1618'AS BEING SET ON THE SHOULDER OF THE HIGHWAY.
 SY1618
 SY1618                          STATION RECOVERY (1996)
 SY1618
 SY1618'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0487 ***********************************************************************
 TQ0487  DESIGNATION -  ELDORADO PEAK
 TQ0487  PID         -  TQ0487
 TQ0487  STATE/COUNTY-  WA/SKAGIT
 TQ0487  USGS QUAD   -  ELDORADO PEAK (1982)
 TQ0487
 TQ0487                         *CURRENT SURVEY CONTROL
 TQ0487  ___________________________________________________________________
 TQ0487* NAD 83(1991)-  48 32 14.67020(N)    121 08 04.20195(W)     ADJUSTED  
 TQ0487* NAVD 88     -                                                        
 TQ0487  ___________________________________________________________________
 TQ0487  LAPLACE CORR-          15.61  (seconds)                    DEFLEC99
 TQ0487  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 TQ0487
 TQ0487  HORZ ORDER  -  THIRD
 TQ0487
 TQ0487.The horizontal coordinates were established by classical geodetic methods
 TQ0487.and adjusted by the National Geodetic Survey in December 1991..
 TQ0487
 TQ0487
 TQ0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0487
 TQ0487.The geoid height was determined by GEOID03.
 TQ0487
 TQ0487;                    North         East     Units Scale Factor Converg.
 TQ0487;SPC WA N     -   170,979.888   477,760.445   MT  0.99996905   -0 13 27.2
 TQ0487;SPC WA N     -   560,956.52  1,567,452.39   sFT  0.99996905   -0 13 27.2
 TQ0487;UTM  10      - 5,377,713.963   637,703.500   MT  0.99983297   +1 23 53.5
 TQ0487
 TQ0487                          SUPERSEDED SURVEY CONTROL
 TQ0487
 TQ0487  NAD 83(1986)-  48 32 14.67087(N)    121 08 04.20093(W) AD(       ) 4
 TQ0487  NAD 27      -  48 32 15.22700(N)    121 07 59.80500(W) AD(       ) 3
 TQ0487
 TQ0487.Superseded values are not recommended for survey control.
 TQ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0487.See file dsdata.txt to determine how the superseded data were derived.
 TQ0487
 TQ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU3770377714(NAD 83)
 TQ0487
 TQ0487  HISTORY     - Date     Condition        Report By
 TQ0487  HISTORY     - 1950     MONUMENTED       CGS
 TQ0487
 TQ0487                          STATION DESCRIPTION
 TQ0487
 TQ0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TQ0487'THE STATION IS A HIGH, PROMINENT PEAK, LOCATED ABOUT 14 MILES
 TQ0487'AIRLINE EAST OF MARBLEMOUNT, ABOUT 11 MILES AIRLINE SOUTHEAST OF
 TQ0487'NEWHALEM, AND ABOUT 13 MILES AIRLINE SOUTH OF DIABLO DAM.
 TQ0487'
 TQ0487'THE POINT INTERSECTED WAS THE CENTER AND HIGHEST POINT OF THE PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1312 ***********************************************************************
 SW1312  DESIGNATION -  ELDRED
 SW1312  PID         -  SW1312
 SW1312  STATE/COUNTY-  WA/ADAMS
 SW1312  USGS QUAD   -  WEBER (1981)
 SW1312
 SW1312                         *CURRENT SURVEY CONTROL
 SW1312  ___________________________________________________________________
 SW1312* NAD 83(1991)-  47 06 52.91984(N)    118 53 33.87098(W)     ADJUSTED  
 SW1312* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 SW1312  ___________________________________________________________________
 SW1312  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 SW1312  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 SW1312
 SW1312  HORZ ORDER  -  SECOND
 SW1312
 SW1312.The horizontal coordinates were established by classical geodetic methods
 SW1312.and adjusted by the National Geodetic Survey in December 1991..
 SW1312
 SW1312.The orthometric height was scaled from a topographic map.
 SW1312
 SW1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1312
 SW1312.The geoid height was determined by GEOID03.
 SW1312
 SW1312;                    North         East     Units Scale Factor Converg.
 SW1312;SPC WA S     -   199,246.618   621,966.119   MT  0.99995732   +1 10 03.0
 SW1312;SPC WA S     -   653,694.95  2,040,567.18   sFT  0.99995732   +1 10 03.0
 SW1312;UTM  11      - 5,219,648.493   356,413.335   MT  0.99985339   -1 23 13.5
 SW1312
 SW1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1312!SPC WA S     -   0.99993078  x   0.99995732  =   0.99988810
 SW1312!UTM  11      -   0.99993078  x   0.99985339  =   0.99978418
 SW1312
 SW1312|---------------------------------------------------------------------|
 SW1312| PID    Reference Object                     Distance      Geod. Az  |
 SW1312|                                                           dddmmss.s |
 SW1312| CF1399 ELDRED RM 1                           5.465 METERS 00753     |
 SW1312| SW1304 EDGAR                               APPROX. 2.6 KM 0492121.1 |
 SW1312| CF1400 ELDRED RM 2                           4.273 METERS 25226     |
 SW1312|---------------------------------------------------------------------|
 SW1312
 SW1312                          SUPERSEDED SURVEY CONTROL
 SW1312
 SW1312  NAD 83(1986)-  47 06 52.93014(N)    118 53 33.86104(W) AD(       ) 2
 SW1312  NAD 27      -  47 06 53.39900(N)    118 53 29.86500(W) AD(       ) 2
 SW1312
 SW1312.Superseded values are not recommended for survey control.
 SW1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1312.See file dsdata.txt to determine how the superseded data were derived.
 SW1312
 SW1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN5641319648(NAD 83)
 SW1312_MARKER: DS = TRIANGULATION STATION DISK
 SW1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1312
 SW1312  HISTORY     - Date     Condition        Report By
 SW1312  HISTORY     - 1957     MONUMENTED       CGS
 SW1312  HISTORY     - 1967     GOOD             CGS
 SW1312
 SW1312                          STATION DESCRIPTION
 SW1312
 SW1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW1312'THE STATION IS ON THE SOUTH EDGE OF THE FARM YARD OF MR. ELDRED
 SW1312'SIEVERKROPP, ABOUT 24 MILES WEST OF RITZVILLE, 19 MILES EAST OF
 SW1312'MOSES LAKE, 12 MILES NORTHEAST OF WARDEN AND 2 MILES NORTH OF
 SW1312'U.S. HIGHWAY 10.
 SW1312'
 SW1312'TO REACH THE STATION FROM THE ADAMS-GRANT COUNTY LINE, WHICH IS
 SW1312'ABOUT 15 MILES EAST OF MOSES LAKE, DRIVE EAST ON U.S. HIGHWAY
 SW1312'10 FOR 5.0 MILES TO A CROSSROAD.  TURN LEFT AND DRIVE NORTH ON
 SW1312'THE GRAVELED ROAD FOR 2.2 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 SW1312'LEFT AND DRIVE WEST FOR 0.9 MILE TO THE END OF THE ROAD AT THE
 SW1312'FARM HOME OF MR. ELDRED SIEVERKROPP.  TURN LEFT AND DRIVE SOUTH
 SW1312'THROUGH THE FARM BUILDINGS FOR ABOUT 50 YARDS TO THE SOUTH SIDE
 SW1312'OF A WINDMILL AND THE STATION.
 SW1312'
 SW1312'THE STATION MARK, STAMPED ELDRED 1957, IS A STANDARD STATION MARK
 SW1312'DISK SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE
 SW1312'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 9.6
 SW1312'FEET SOUTHEAST OF THE CENTER OF THE PUMP BENEATH THE WINDMILL,
 SW1312'5 FEET EAST OF THE CENTER OF THE CONCRETE DOME OF AN UNDERGROUND
 SW1312'WATER PRESSURE PUMP AND 3 FEET WEST OF THE SOUTHWEST CORNER OF A
 SW1312'LARGE STOCK WATERING TANK WHICH IS CONSTRUCTED OF CONCRETE.
 SW1312'
 SW1312'REFERENCE MARK 1, STAMPED ELDRED NO 1 1957, IS A STANDARD REFERENCE
 SW1312'MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES
 SW1312'SQUARE AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 SW1312'IS 12 INCHES WEST OF THE NORTHWEST CORNER OF THE CONCRETE STOCK
 SW1312'WATERING TANK.
 SW1312'
 SW1312'REFERENCE MARK 2, STAMPED ELDRED NO 2 1957, IS A STANDARD
 SW1312'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS
 SW1312'12 INCHES SQUARE AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 SW1312'GROUND.  IT IS 4 FEET WEST OF THE CENTER OF THE CONCRETE DOME OF
 SW1312'THE UNDERGROUND WATER PRESSURE PUMP.
 SW1312
 SW1312                          STATION RECOVERY (1967)
 SW1312
 SW1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW1312'THE STATION IS ABOUT 19 MILES EAST OF MOSES LAKE, 12 MILES
 SW1312'NORTHEAST OF WARDEN AND 2 MILES NORTH OF U.S. HIGHWAY 10 IN THE
 SW1312'FARMYARD OF MR. ELDRED SIEVERKROPP, IN THE NORTHWEST QUARTER OF
 SW1312'SECTION 26, T 19 N, R 31 E.
 SW1312'
 SW1312'THE STATION MARK, STAMPED ELDRED 1957, IS A STANDARD DISK SET IN
 SW1312'CONCRETE 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 30 YARDS
 SW1312'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 17 YARDS
 SW1312'SOUTH OF THE SOUTHWEST CORNER OF GARAGE, 4 FEET EAST OF THE EAST
 SW1312'SIDE OF A 4 X 6-FOOT CONCRETE WELL-COVER, 3 FEET WEST OF THE
 SW1312'SOUTHWEST CORNER OF A 6 X 18-FOOT CONCRETE TANK AND ON LINE WITH
 SW1312'THE SOUTH SIDE OF THE TANK.
 SW1312'
 SW1312'REFERENCE MARK NO. 1, STAMPED ELDRED NO 1 1957, IS A STANDARD DISK
 SW1312'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 7
 SW1312'FEET SOUTH-SOUTHEAST OF 10 INCH PIPE WHICH PROJECTS 1 FOOT ABOVE
 SW1312'THE GROUND, A 2 INCH PIPE WITH FOUR WATER OUTLETS AND A PRESSURE
 SW1312'GAGE PROJECTS 1 FOOT ABOVE THE TOP OF THE 10 INCH PIPE.  THE MARK
 SW1312'IS 1 FOOT WEST OF THE NORTHWEST CORNER OF THE 6 X 18-FOOT TANK.
 SW1312'
 SW1312'REFERENCE MARK NO. 2, STAMPED ELDRED NO 2 1957, IS A STANDARD
 SW1312'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 SW1312'4 FEET WEST OF THE 4 X 6-FOOT CONCRETE WELL-COVER AND 1 FOOT NORTH
 SW1312'OF THE PROJECTED SOUTH SIDE OF THE WELL-COVER.
 SW1312'
 SW1312'TO REACH THE STATION FROM THE POINT WHERE GRANT ADAMS COUNTY
 SW1312'LINE CROSSES U.S. HIGHWAY 10 ABOUT 15 MILES EAST OF MOSES LAKE,
 SW1312'GO EAST ON U.S. HIGHWAY 10 FOR 5.0 MILES TO A CROSS ROAD, TURN
 SW1312'LEFT AND GO NORTH ON GRAVEL ROAD 2.2 MILES TO THE SIDE ROAD LEFT,
 SW1312'TURN LEFT AND GO WEST 0.9 MILE TO THE FARM YARD AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1211 ***********************************************************************
 SB1211  DESIGNATION -  ELEPHANT
 SB1211  PID         -  SB1211
 SB1211  STATE/COUNTY-  WA/YAKIMA
 SB1211  USGS QUAD   -  ELEPHANT MOUNTAIN (1985)
 SB1211
 SB1211                         *CURRENT SURVEY CONTROL
 SB1211  ___________________________________________________________________
 SB1211* NAD 83(1998)-  46 31 17.64016(N)    120 20 11.13910(W)     ADJUSTED  
 SB1211* NAVD 88     -       660.9    (meters)    2168.     (feet)  VERTCON   
 SB1211  ___________________________________________________________________
 SB1211  X           -  -2,220,757.180 (meters)                     COMP
 SB1211  Y           -  -3,794,829.724 (meters)                     COMP
 SB1211  Z           -   4,605,794.364 (meters)                     COMP
 SB1211  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 SB1211  ELLIP HEIGHT-         639.50  (meters)          (07/05/01) GPS OBS
 SB1211  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SB1211
 SB1211  HORZ ORDER  -  FIRST
 SB1211  ELLP ORDER  -  FOURTH    CLASS II
 SB1211
 SB1211.The horizontal coordinates were established by GPS observations
 SB1211.and adjusted by the National Geodetic Survey in July 2001..
 SB1211.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB1211.DATUM ITEM on the data sheet items page.
 SB1211
 SB1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1211
 SB1211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB1211
 SB1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1211
 SB1211.The ellipsoidal height was determined by GPS observations
 SB1211.and is referenced to NAD 83.
 SB1211
 SB1211.The geoid height was determined by GEOID03.
 SB1211
 SB1211;                    North         East     Units Scale Factor Converg.
 SB1211;SPC WA S     -   132,084.723   512,550.208   MT  0.99991521   +0 07 07.7
 SB1211;SPC WA S     -   433,347.96  1,681,591.81   sFT  0.99991521   +0 07 07.7
 SB1211;UTM  10      - 5,155,446.798   704,296.300   MT  1.00011305   +1 56 00.4
 SB1211
 SB1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1211!SPC WA S     -   0.99989976  x   0.99991521  =   0.99981498
 SB1211!UTM  10      -   0.99989976  x   1.00011305  =   1.00001280
 SB1211
 SB1211                          SUPERSEDED SURVEY CONTROL
 SB1211
 SB1211  NAD 83(1991)-  46 31 17.63950(N)    120 20 11.13791(W) AD(       ) 1
 SB1211  ELLIP H (05/26/93)  639.60   (m)                       GP(       ) 3 1
 SB1211  NGVD 29 (05/26/93)  659.8    (m)         2165.     (f) GPS OBS        
 SB1211
 SB1211.Superseded values are not recommended for survey control.
 SB1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1211.See file dsdata.txt to determine how the superseded data were derived.
 SB1211
 SB1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS0429655447(NAD 83)
 SB1211_MARKER: A = ALUMINUM MARKER
 SB1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB1211_SP_SET: CONCRETE POST
 SB1211_STAMPING: ELEPHANT 1991
 SB1211_MARK LOGO: WA-077
 SB1211_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SB1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB1211+STABILITY: SURFACE MOTION
 SB1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1211+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SB1211
 SB1211  HISTORY     - Date     Condition        Report By
 SB1211  HISTORY     - 1991     MONUMENTED       WA-077
 SB1211
 SB1211                          STATION DESCRIPTION
 SB1211
 SB1211'DESCRIBED BY YAKIMA COUNTY WASHINGTON 1991
 SB1211'THE STATION IS LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHEAST
 SB1211'QUARTER OF SECTION 17, TOWNSHIP 12 NORTH, RANGE 20 EAST, WILLAMETTE
 SB1211'MERIDIAN.
 SB1211'FROM THE US POST OFFICE AT SOUTHEAST CORNER OF SOUTH RIVARD ROAD AND
 SB1211'EAST SEATTLE AVENUE, MOXEE, WASHINGTON (98936).  GO SOUTH ON SOUTH
 SB1211'RIVARD ROAD FOR 1.40 MI (2.25 KM) TO THE INTERSECTION WITH ROBILLARD
 SB1211'ROAD.  TURN LEFT ON ROBILLARD ROAD AND HEAD EAST FOR 0.35 MI
 SB1211'(0.56 KM)   TO THE INTERSECTION OF KONNOWAC PASS ROAD.  TURN RIGHT ON
 SB1211'KONNOWAC PASS ROAD AND HEAD SOUTHERLY FOR 0.60 MI (0.97 KM) TO THE
 SB1211'INTERSECTION WITH MOXEE DUMP ROAD.  TURN LEFT ON MOXEE DUMP ROAD AND
 SB1211'HEAD EAST FOR 0.10 MI (0.16 KM) TO ROZA CANAL ACCESS ROAD TO THE
 SB1211'RIGHT.  TURN RIGHT ON ROZA CANAL ACCESS ROAD AND HEAD SOUTHERLY FOR
 SB1211'0.50 MI (0.80 KM) TO THE INTERSECTION WITH AN ORCHARD ACCESS ROAD.
 SB1211'TURN LEFT ON ORCHARD ACCESS ROAD AND HEAD EASTERLY FOR 0.60 MI
 SB1211'(0.97 KM) TO FENCE GATE.  CONTINUE HEADING EAST ON 12 FT (3.7 M) DIRT
 SB1211'ROAD BETWEEN FENCE LINES FOR 0.12 MI (0.19 KM) TO A GATE IN NORTH TO
 SB1211'SOUTH FENCE LINE.  TURN LEFT ON 12 FT (3.7 M) DIRT ROAD AND HEAD
 SB1211'NORTH FOR 400 TO 500 FT (152.4 M) TO A CURVE TO THE RIGHT.  TURN
 SB1211'RIGHT ON 12 FT (3.7 M) DIRT ROAD AND HEAD EASTERLY ASCENDING WESTERLY
 SB1211'SLOPE OF ELEPHANT MOUNTAIN FOR 1.00 MI (1.61 KM) TO THE STATION, ON
 SB1211'THE RIGHT.
 SB1211'THE MARK IS A 2 1/2 INCH ALUMINUM CAP SET ON A 5/8 INCH BY 30 INCH REB
 SB1211'INCH DIAMETER CONCRETE MONUMENT, SET 0.30 FT (0.09 M) ABOVE THE
 SB1211'GROUND.  LOCATED 90 FT (27.4 M) SOUTH OF CENTERLINE OF 12 FT (3.7 M)
 SB1211'DIRT ROAD, 1.0 FT (0.3 M) NORTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2282 ***********************************************************************
 RD2282  DESIGNATION -  ELEVATED TANK NE OF WASHOUGAL
 RD2282  PID         -  RD2282
 RD2282  STATE/COUNTY-  WA/CLARK
 RD2282  USGS QUAD   -  WASHOUGAL (1994)
 RD2282
 RD2282                         *CURRENT SURVEY CONTROL
 RD2282  ___________________________________________________________________
 RD2282* NAD 83(1991)-  45 35 00.71806(N)    122 20 29.36404(W)     ADJUSTED  
 RD2282* NAVD 88     -                                                        
 RD2282  ___________________________________________________________________
 RD2282  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 RD2282  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 RD2282
 RD2282  HORZ ORDER  -  THIRD
 RD2282
 RD2282.The horizontal coordinates were established by classical geodetic methods
 RD2282.and adjusted by the National Geodetic Survey in December 1991..
 RD2282
 RD2282
 RD2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2282
 RD2282.The geoid height was determined by GEOID03.
 RD2282
 RD2282;                    North         East     Units Scale Factor Converg.
 RD2282;SPC WA S     -    29,487.962   356,289.261   MT  1.00006596   -1 20 15.5
 RD2282;SPC WA S     -    96,745.09  1,168,925.68   sFT  1.00006596   -1 20 15.5
 RD2282;SPC OR N     -   214,645.238 2,356,309.515   MT  0.99992076   -1 18 21.5
 RD2282;SPC OR N     -   704,216.66  7,730,674.26   iFT  0.99992076   -1 18 21.5
 RD2282;UTM  10      - 5,047,987.687   551,371.127   MT  0.99963244   +0 28 13.3
 RD2282
 RD2282                          SUPERSEDED SURVEY CONTROL
 RD2282
 RD2282  NAD 83(1991)-  45 35 00.71806(N)    122 20 29.36404(W) AD(       ) 4
 RD2282  NAD 83(1986)-  45 35 00.73124(N)    122 20 29.36825(W) AD(       ) 4
 RD2282  NAD 27      -  45 35 01.29608(N)    122 20 25.04244(W) AD(       ) 3
 RD2282
 RD2282.Superseded values are not recommended for survey control.
 RD2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2282.See file dsdata.txt to determine how the superseded data were derived.
 RD2282
 RD2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5137147988(NAD 83)
 RD2282_MARKER: 53 = ELEVATED TANK
 RD2282
 RD2282  HISTORY     - Date     Condition        Report By
 RD2282  HISTORY     - 1938     FIRST OBSERVED   CGS
 RD2282  HISTORY     - 1946     GOOD             CGS
 RD2282  HISTORY     - 1947     GOOD             CGS
 RD2282
 RD2282                          STATION DESCRIPTION
 RD2282
 RD2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2282'NE WASHOUGAL.
 RD2282
 RD2282                          STATION RECOVERY (1946)
 RD2282
 RD2282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD2282'STATION WAS RECOVERED IN GOOD CONDITION.  HOWEVER, THE DESCRIPTION IS
 RD2282'NOW INADEQUATE.  THE NEW DESCRIPTION IS AS FOLLOWS--
 RD2282'
 RD2282'THIS INTERSECTION STATION IS THE ELEVATED SILVER WATER TANK
 RD2282'LOCATED IN NE WASHOUGAL, WASHINGTON.  THE TANK IS NEAR THE S BANK OF
 RD2282'THE WASHOUGAL RIVER, IN AN ORCHARD.  THE CENTER LINE OF WEST PARK
 RD2282'STREET EXTENDED N WOULD ALMOST INTERSECT THE CENTER OF THE TANK.
 RD2282
 RD2282                          STATION RECOVERY (1947)
 RD2282
 RD2282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RD2282'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4384 ***********************************************************************
 SY4384  DESIGNATION -  ELEVATOR FLAGSTAFF
 SY4384  PID         -  SY4384
 SY4384  STATE/COUNTY-  WA/KING
 SY4384  USGS QUAD   -  POVERTY BAY (1994)
 SY4384
 SY4384                         *CURRENT SURVEY CONTROL
 SY4384  ___________________________________________________________________
 SY4384* NAD 83(1991)-  47 35 05.18526(N)    122 22 28.80285(W)     ADJUSTED  
 SY4384* NAVD 88     -                                                        
 SY4384  ___________________________________________________________________
 SY4384  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 SY4384  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SY4384
 SY4384  HORZ ORDER  -  THIRD
 SY4384
 SY4384.The horizontal coordinates were established by classical geodetic methods
 SY4384.and adjusted by the National Geodetic Survey in December 1991..
 SY4384
 SY4384
 SY4384.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4384
 SY4384.The geoid height was determined by GEOID03.
 SY4384
 SY4384;                    North         East     Units Scale Factor Converg.
 SY4384;SPC WA N     -    66,177.359   384,066.913   MT  0.99998527   -1 08 51.2
 SY4384;SPC WA N     -   217,116.89  1,260,059.53   sFT  0.99998527   -1 08 51.2
 SY4384;UTM  10      - 5,270,340.659   547,019.992   MT  0.99962717   +0 27 42.0
 SY4384
 SY4384                          SUPERSEDED SURVEY CONTROL
 SY4384
 SY4384  NAD 83(1986)-  47 35 05.18169(N)    122 22 28.80134(W) AD(       ) 4
 SY4384  NAD 27      -  47 35 05.83200(N)    122 22 24.35200(W) AD(       ) 3
 SY4384
 SY4384.Superseded values are not recommended for survey control.
 SY4384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4384.See file dsdata.txt to determine how the superseded data were derived.
 SY4384
 SY4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4702070341(NAD 83)
 SY4384
 SY4384  HISTORY     - Date     Condition        Report By
 SY4384  HISTORY     - UNK      MONUMENTED
 SY4384  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4384
 SY4384                          STATION DESCRIPTION
 SY4384
 SY4384'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4384'THERE IS NO PREVIOUS DESCRIPTION OF THIS STATION.  A RESIDENT OF
 SY4384'THE AREA WAS FOUND WHO REMEMBERED THE ELEVATOR AND HE SAID IT WAS
 SY4384'TORN DOWN MANY YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4386 ***********************************************************************
 SY4386  DESIGNATION -  ELEVATOR NORTH GABLE
 SY4386  PID         -  SY4386
 SY4386  STATE/COUNTY-  WA/KING
 SY4386  USGS QUAD   -  POVERTY BAY (1994)
 SY4386
 SY4386                         *CURRENT SURVEY CONTROL
 SY4386  ___________________________________________________________________
 SY4386* NAD 83(1991)-  47 35 05.42989(N)    122 22 29.13828(W)     ADJUSTED  
 SY4386* NAVD 88     -                                                        
 SY4386  ___________________________________________________________________
 SY4386  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 SY4386  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SY4386
 SY4386  HORZ ORDER  -  THIRD
 SY4386
 SY4386.The horizontal coordinates were established by classical geodetic methods
 SY4386.and adjusted by the National Geodetic Survey in December 1991..
 SY4386
 SY4386
 SY4386.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4386
 SY4386.The geoid height was determined by GEOID03.
 SY4386
 SY4386;                    North         East     Units Scale Factor Converg.
 SY4386;SPC WA N     -    66,185.053   384,060.057   MT  0.99998525   -1 08 51.4
 SY4386;SPC WA N     -   217,142.13  1,260,037.04   sFT  0.99998525   -1 08 51.4
 SY4386;UTM  10      - 5,270,348.155   547,012.925   MT  0.99962716   +0 27 41.8
 SY4386
 SY4386                          SUPERSEDED SURVEY CONTROL
 SY4386
 SY4386  NAD 83(1986)-  47 35 05.42615(N)    122 22 29.13746(W) AD(       ) 4
 SY4386  NAD 27      -  47 35 06.07200(N)    122 22 24.68700(W) AD(       ) 3
 SY4386
 SY4386.Superseded values are not recommended for survey control.
 SY4386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4386.See file dsdata.txt to determine how the superseded data were derived.
 SY4386
 SY4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4701370348(NAD 83)
 SY4386
 SY4386  HISTORY     - Date     Condition        Report By
 SY4386  HISTORY     - UNK      MONUMENTED
 SY4386  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4386
 SY4386                          STATION DESCRIPTION
 SY4386
 SY4386'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4386'THERE IS NO PREVIOUS DESCRIPTION OF THIS STATION.  A RESIDENT OF
 SY4386'THE AREA WAS FOUND WHO REMEMBERED THE ELEVATOR AND HE SAID IT HAD
 SY4386'BEEN TORN DOWN MANY YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3875 ***********************************************************************
 SY3875  DESIGNATION -  ELEVATOR STK W OF PARTAGE BAY
 SY3875  PID         -  SY3875
 SY3875  STATE/COUNTY-  WA/KING
 SY3875  USGS QUAD   -  
 SY3875
 SY3875                         *CURRENT SURVEY CONTROL
 SY3875  ___________________________________________________________________
 SY3875* NAD 83(1991)-  47 39 17.25016(N)    122 19 05.51775(W)     ADJUSTED  
 SY3875* NAVD 88     -                                                        
 SY3875  ___________________________________________________________________
 SY3875  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 SY3875  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY3875
 SY3875  HORZ ORDER  -  THIRD
 SY3875
 SY3875.The horizontal coordinates were established by classical geodetic methods
 SY3875.and adjusted by the National Geodetic Survey in December 1991..
 SY3875
 SY3875
 SY3875.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3875
 SY3875.The geoid height was determined by GEOID03.
 SY3875
 SY3875;                    North         East     Units Scale Factor Converg.
 SY3875;SPC WA N     -    73,877.052   388,463.877   MT  0.99997472   -1 06 19.8
 SY3875;SPC WA N     -   242,378.29  1,274,485.24   sFT  0.99997472   -1 06 19.8
 SY3875;UTM  10      - 5,278,158.063   551,197.517   MT  0.99963221   +0 30 14.1
 SY3875
 SY3875                          SUPERSEDED SURVEY CONTROL
 SY3875
 SY3875  NAD 83(1986)-  47 39 17.24365(N)    122 19 05.52277(W) AD(       ) 4
 SY3875  NAD 27      -  47 39 17.89000(N)    122 19 01.07000(W) AD(       ) 3
 SY3875
 SY3875.Superseded values are not recommended for survey control.
 SY3875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3875.See file dsdata.txt to determine how the superseded data were derived.
 SY3875
 SY3875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5119878158(NAD 83)
 SY3875
 SY3875  HISTORY     - Date     Condition        Report By
 SY3875  HISTORY     - UNK      MONUMENTED
 SY3875  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY3875  HISTORY     - 20010520 MARK NOT FOUND   USPSQD
 SY3875
 SY3875                          STATION DESCRIPTION
 SY3875
 SY3875'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY3875'THIS STACK HAS BEEN REMOVED.  THE ELEVATOR IS NO LONGER THERE.  THE
 SY3875'LOCATION IS OCCUPIED BY A BOAT BUILDING CONCERN, JUST E OF THE
 SY3875'UNIVERSITY BRIDGE.
 SY3875
 SY3875                          STATION RECOVERY (2001)
 SY3875
 SY3875'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY3875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0481 ***********************************************************************
 TQ0481  DESIGNATION -  ELIJA
 TQ0481  PID         -  TQ0481
 TQ0481  STATE/COUNTY-  WA/WHATCOM
 TQ0481  USGS QUAD   -  CRATER MOUNTAIN (1973)
 TQ0481
 TQ0481                         *CURRENT SURVEY CONTROL
 TQ0481  ___________________________________________________________________
 TQ0481* NAD 83(1991)-  48 39 01.51372(N)    120 57 35.74587(W)     ADJUSTED  
 TQ0481* NAVD 88     -      2360.2    (meters)    7743.     (feet)  VERTCON   
 TQ0481  ___________________________________________________________________
 TQ0481  LAPLACE CORR-          10.94  (seconds)                    DEFLEC99
 TQ0481  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 TQ0481
 TQ0481  HORZ ORDER  -  SECOND
 TQ0481
 TQ0481.The horizontal coordinates were established by classical geodetic methods
 TQ0481.and adjusted by the National Geodetic Survey in December 1991..
 TQ0481
 TQ0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0481
 TQ0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0481
 TQ0481.The geoid height was determined by GEOID03.
 TQ0481
 TQ0481;                    North         East     Units Scale Factor Converg.
 TQ0481;SPC WA N     -   183,510.908   490,672.224   MT  0.99998546   -0 05 39.3
 TQ0481;SPC WA N     -   602,068.70  1,609,813.79   sFT  0.99998546   -0 05 39.3
 TQ0481;UTM  10      - 5,390,604.339   650,253.387   MT  0.99987737   +1 31 54.3
 TQ0481
 TQ0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0481!SPC WA N     -   0.99963294  x   0.99998546  =   0.99961841
 TQ0481!UTM  10      -   0.99963294  x   0.99987737  =   0.99951035
 TQ0481
 TQ0481|---------------------------------------------------------------------|
 TQ0481| PID    Reference Object                     Distance      Geod. Az  |
 TQ0481|                                                           dddmmss.s |
 TQ0481| CF1401 ELIJA RM 1                                         33054     |
 TQ0481|---------------------------------------------------------------------|
 TQ0481
 TQ0481                          SUPERSEDED SURVEY CONTROL
 TQ0481
 TQ0481  NAD 83(1986)-  48 39 01.51481(N)    120 57 35.74120(W) AD(       ) 2
 TQ0481  NAD 27      -  48 39 02.04482(N)    120 57 31.32988(W) AD(       ) 2
 TQ0481  NGVD 29 (07/19/86) 2358.9    (m)         7739.     (f) VERT ANG       
 TQ0481
 TQ0481.Superseded values are not recommended for survey control.
 TQ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0481.See file dsdata.txt to determine how the superseded data were derived.
 TQ0481
 TQ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU5025390604(NAD 83)
 TQ0481
 TQ0481  HISTORY     - Date     Condition        Report By
 TQ0481  HISTORY     - 1962     MONUMENTED       USGS
 TQ0481  HISTORY     - 1962     GOOD             USGS
 TQ0481
 TQ0481                          STATION DESCRIPTION
 TQ0481
 TQ0481'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (ZT)
 TQ0481'LOCATED ABOUT 7.5 MI. (AIRLINE) SE. OF ROSS DAM.  ON DIVIDE BETWEEN
 TQ0481'GRANITE CREEK, (ONE OF THE TWO MAIN BRANCHES FORMING RUBY CREEK,)
 TQ0481'AND PANTHER CREEK, (ANOTHER AND LOWER BRANCH OF RUBY CREEK.) THIS
 TQ0481'IS A PROMINENT, KNIFE-LIKE BARREN, ROCKY RIDGE HAVING SEVERAL
 TQ0481'SMALL SHARP PEAKS AND SHOWN ON THE MT. BAKER NATIONAL FOREST
 TQ0481'MAP AS ELIJA RIDGE.  THE STATION IS ON THE HIGHEST PART.
 TQ0481'
 TQ0481'TO REACH THE STATION FROM ROSS DAM, FOLLOW THE RUBY CREEK TRAIL TO
 TQ0481'JUNCTION OF CANYON AND GRANITE CREEKS, WHICH FORM RUBY CREEK.
 TQ0481'FOLLOW THE GRANITE CREEK TRAIL ABOUT 6.0 MI. TO THE CABINET CREEK
 TQ0481'WAY-TRAIL.  FOLLOW THE CABINET CREEK TRAIL WESTWARD ABOUT
 TQ0481'4.0 MI. TO PASS BETWEEN CABINET CREEK AND GABRIEL CREEK.  FROM HERE
 TQ0481'CLIMB RIDGE TO THE NORTHWARD AND FOLLOW ALONG ITS S. SLOPE IN A
 TQ0481'WESTERLY DIRECTION AND ON SLIGHT UPWARD GRADE FOR ABOUT 4.0
 TQ0481'MI. TO HIGHEST POINT ON SUMMIT AND STATION SITE.
 TQ0481'
 TQ0481'STATION MARK--STANDARD TABLET, STAMPED ELIJA 1939 WEDGED IN WHITE
 TQ0481'GRANITE LEDGE.
 TQ0481'
 TQ0481'REFERENCE MARK NO. 1--STANDARD RM TABLET SET IN WHITE GRANITE LEDGE.
 TQ0481'
 TQ0481'REFERENCE MARK NO. 2--CHISELED CROSS IN WHITE GRANITE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1857 ***********************************************************************
 TR1857  DESIGNATION -  ELIZA RESET
 TR1857  PID         -  TR1857
 TR1857  STATE/COUNTY-  WA/WHATCOM
 TR1857  USGS QUAD   -  ELIZA ISLAND (1995)
 TR1857
 TR1857                         *CURRENT SURVEY CONTROL
 TR1857  ___________________________________________________________________
 TR1857* NAD 83(1991)-  48 39 38.08123(N)    122 35 10.98444(W)     ADJUSTED  
 TR1857* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1857  ___________________________________________________________________
 TR1857  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 TR1857  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 TR1857
 TR1857  HORZ ORDER  -  THIRD
 TR1857
 TR1857.The horizontal coordinates were established by classical geodetic methods
 TR1857.and adjusted by the National Geodetic Survey in December 1991..
 TR1857
 TR1857.The orthometric height was scaled from a topographic map.
 TR1857
 TR1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1857
 TR1857.The geoid height was determined by GEOID03.
 TR1857
 TR1857;                    North         East     Units Scale Factor Converg.
 TR1857;SPC WA N     -   186,103.623   370,869.568   MT  0.99998713   -1 18 18.7
 TR1857;SPC WA N     -   610,574.97  1,216,761.24   sFT  0.99998713   -1 18 18.7
 TR1857;UTM  10      - 5,389,807.520   530,457.879   MT  0.99961140   +0 18 38.0
 TR1857
 TR1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1857!SPC WA N     -   1.00000308  x   0.99998713  =   0.99999021
 TR1857!UTM  10      -   1.00000308  x   0.99961140  =   0.99961448
 TR1857
 TR1857|---------------------------------------------------------------------|
 TR1857| PID    Reference Object                     Distance      Geod. Az  |
 TR1857|                                                           dddmmss.s |
 TR1857| CF8684 ELIZA RM 1                            1.380 METERS 18150     |
 TR1857| CF8683 ELIZA AZ MK                                        2503345.0 |
 TR1857| CF8685 ELIZA RM 2                            2.110 METERS 27222     |
 TR1857|---------------------------------------------------------------------|
 TR1857
 TR1857                          SUPERSEDED SURVEY CONTROL
 TR1857
 TR1857  NAD 83(1986)-  48 39 38.08340(N)    122 35 10.98824(W) AD(       ) 3
 TR1857  NAD 27      -  48 39 38.69900(N)    122 35 06.37200(W) AD(       ) 3
 TR1857
 TR1857.Superseded values are not recommended for survey control.
 TR1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1857.See file dsdata.txt to determine how the superseded data were derived.
 TR1857
 TR1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3045889808(NAD 83)
 TR1857_MARKER: H = DRILL HOLE
 TR1857_SETTING: 0 = UNSPECIFIED SETTING
 TR1857
 TR1857  HISTORY     - Date     Condition        Report By
 TR1857  HISTORY     - 1887     MONUMENTED       CGS
 TR1857  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TR1857  HISTORY     - 1941     GOOD             CGS
 TR1857  HISTORY     - 1953     GOOD             CGS
 TR1857  HISTORY     - 1956     GOOD             CGS
 TR1857
 TR1857                          STATION DESCRIPTION
 TR1857
 TR1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (JJG)
 TR1857'STATION IS ON THE N POINT OF ELIZA ISLAND.  THE POINT IS ROCKY,
 TR1857'AND THE STATION IS PUT BETWEEN AND RATHER OUTSIDE OF TWO KNOBS OF
 TR1857'ROCK, WHICH ARE 10 FEET APART.  ONE KNOB IS TOWARD SAMISH BAY AND
 TR1857'RISES 6 FEET ABOVE STATION.  THE OTHER KNOB IS TOWARD LUMMI
 TR1857'MOUNTAIN AND RISES 4-1/2 FEET ABOVE STATION.
 TR1857'
 TR1857'ALL ARE OPEN TO NORTHWARD.
 TR1857'
 TR1857'STATION IS MARKED BY A 5/8 HOLE DRILLED 2 INCHES DEEP IN SOLID
 TR1857'ROCK.
 TR1857'
 TR1857'POLE IS 3 BY 3 INCHES BY 16 FEET, ROUNDED, WHITEWASHED AND BRACED,
 TR1857'AND SECURED BY PILES OF STONES.
 TR1857'
 TR1857'USED IN TRIANGULATION AND TOPOGRAPHY.
 TR1857
 TR1857                          STATION RECOVERY (1914)
 TR1857
 TR1857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914 (FHH)
 TR1857'STATION RECOVERED.  A STANDARD BRONZE DISK WAS CEMENTED OVER THE
 TR1857'HOLE FOUND AS PER DESCRIPTION OF 1887.
 TR1857'
 TR1857'STATION IS ON ROCKY POINT AT N END OF ELIZA ISLAND, ABOUT MIDWAY
 TR1857'BETWEEN TWO PROMINENT KNOBS 10 FEET APART.
 TR1857
 TR1857                          STATION RECOVERY (1941)
 TR1857
 TR1857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCB)
 TR1857'STATION RECOVERED AS DESCRIBED.  STATION MARK IS STANDARD BRONZE
 TR1857'DISK CEMENTED IN DRILL HOLE AT HIGH-WATER LINE.
 TR1857'
 TR1857'TWO REFERENCE MARKS, STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 TR1857'OUTCROPPING BEDROCK, WERE ESTABLISHED.
 TR1857'
 TR1857'REFERENCE MARK NO.1 IS PLACED ON THE KNOB IN THE DIRECTION OF SAMISH
 TR1857'BAY AND REFERENCE MARK NO.2 ON THE KNOB TOWARD LUMMI ISLAND.
 TR1857
 TR1857                          STATION RECOVERY (1953)
 TR1857
 TR1857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR1857'STATION WAS RECOVERED AS DESCRIBED, AND THE MARKS WERE IN GOOD
 TR1857'CONDITION.  THE ORIGINAL DESCRIPTION OF THE STATION BY J.J.G. IN
 TR1857'1887 AND THE DESCRIPTION OF THE BENCH MARKS BY J.C.B. IN 1941 ARE
 TR1857'ADEQUATE.  THE DISTANCES BETWEEN THE STATION AND THE REFERENCE
 TR1857'MARKS CHECKED.  AN AZIMUTH MARK WAS ESTABLISHED.
 TR1857'
 TR1857'AZIMUTH MARK IS ON THE E SIDE OF LUMMI ISLAND, 0.9 MI. N OF CARTER
 TR1857'POINT, 1.1 MI. W-SW OF THE STATION, ON THE EDGE OF A STEEP ROCKY
 TR1857'BLUFF WHICH IS MIDWAY BETWEEN TWO SMALL BIGHTS, AND ABOUT 100 M. N
 TR1857'OF A SHEER ROCKY BLUFF (110 FT. HIGH).  IT IS 0.9 M. W OF THE EDGE
 TR1857'OF A BLUFF, 6.97 M. (SLOPE) NE OF A GALVANIZED SPIKE IN THE CENTER
 TR1857'OF A TRIANGULAR BLAZE ON A 24-IN. FIR TREE, 2.1 M. S OF THE STUMP OF
 TR1857'A 6-IN. FIR SAPLING, AND 3.14 M. (SLOPE) N-NE OF THE TIP OF AN ARROW
 TR1857'IN A SMALL MASS OF CEMENT ON THE TOP OF A ROCK OUTCROP.  IT IS A
 TR1857'STANDARD DISK, STAMPED ELIZA 1953 AND CEMENTED IN A DRILL HOLE IN
 TR1857'BEDROCK 12 IN. BELOW THE SURFACE OF THE GROUND.
 TR1857
 TR1857                          STATION RECOVERY (1956)
 TR1857
 TR1857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KBJ)
 TR1857'RECOVERED AS DESCRIBED.  STATION NOW HAS THE FORWARD RANGE MARKER FOR
 TR1857'THE BELLINGHAM BAY MEASURED COURSE ERECTED OVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1877 ***********************************************************************
 TR1877  DESIGNATION -  ELIZA ROCK LIGHT
 TR1877  PID         -  TR1877
 TR1877  STATE/COUNTY-  WA/SKAGIT
 TR1877  USGS QUAD   -  ELIZA ISLAND (1995)
 TR1877
 TR1877                         *CURRENT SURVEY CONTROL
 TR1877  ___________________________________________________________________
 TR1877* NAD 83(1991)-  48 38 37.09904(N)    122 34 41.59805(W)     ADJUSTED  
 TR1877* NAVD 88     -                                                        
 TR1877  ___________________________________________________________________
 TR1877  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 TR1877  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 TR1877
 TR1877  HORZ ORDER  -  THIRD
 TR1877
 TR1877.The horizontal coordinates were established by classical geodetic methods
 TR1877.and adjusted by the National Geodetic Survey in December 1991..
 TR1877
 TR1877
 TR1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1877
 TR1877.The geoid height was determined by GEOID03.
 TR1877
 TR1877;                    North         East     Units Scale Factor Converg.
 TR1877;SPC WA N     -   184,206.746   371,428.040   MT  0.99998437   -1 17 56.8
 TR1877;SPC WA N     -   604,351.63  1,218,593.49   sFT  0.99998437   -1 17 56.8
 TR1877;UTM  10      - 5,387,927.847   531,069.383   MT  0.99961186   +0 18 59.7
 TR1877
 TR1877                          SUPERSEDED SURVEY CONTROL
 TR1877
 TR1877  NAD 83(1986)-  48 38 37.10130(N)    122 34 41.60223(W) AD(       ) 4
 TR1877  NAD 27      -  48 38 37.71700(N)    122 34 36.99200(W) AD(       ) 3
 TR1877
 TR1877.Superseded values are not recommended for survey control.
 TR1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1877.See file dsdata.txt to determine how the superseded data were derived.
 TR1877
 TR1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3106987928(NAD 83)
 TR1877_MARKER: 14 = NAVIGATION LIGHT
 TR1877
 TR1877  HISTORY     - Date     Condition        Report By
 TR1877  HISTORY     - 1939     FIRST OBSERVED   CGS
 TR1877  HISTORY     - 1941     GOOD             CGS
 TR1877
 TR1877                          STATION DESCRIPTION
 TR1877
 TR1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1877'OFF THE S END OF ELIZA ISLAND, ON ELIZA ROCK, ON A SMALL PYRAMIDAL
 TR1877'HOUSE, THE CENTER OF THE LIGHT.
 TR1877
 TR1877                          STATION RECOVERY (1941)
 TR1877
 TR1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCB)
 TR1877'STATION IS UNWATCHED FLASHING WHITE LIGHT ON ELIZA ROCK.  THE LIGHT
 TR1877'IS ECCENTRIC FROM THE STRUCTURE.  POINTINGS WERE MADE ON THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0788 ***********************************************************************
 SD0788  DESIGNATION -  ELIZABETH 1927
 SD0788  PID         -  SD0788
 SD0788  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0788  USGS QUAD   -  TAHOLAH (1993)
 SD0788
 SD0788                         *CURRENT SURVEY CONTROL
 SD0788  ___________________________________________________________________
 SD0788* NAD 83(1991)-  47 21 18.80751(N)    124 19 15.09054(W)     ADJUSTED  
 SD0788* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SD0788  ___________________________________________________________________
 SD0788  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 SD0788  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SD0788
 SD0788  HORZ ORDER  -  THIRD
 SD0788
 SD0788.The horizontal coordinates were established by classical geodetic methods
 SD0788.and adjusted by the National Geodetic Survey in December 1991..
 SD0788
 SD0788.The orthometric height was scaled from a topographic map.
 SD0788
 SD0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0788
 SD0788.The geoid height was determined by GEOID03.
 SD0788
 SD0788;                    North         East     Units Scale Factor Converg.
 SD0788;SPC WA S     -   231,734.107   211,443.837   MT  1.00000508   -2 46 31.6
 SD0788;SPC WA S     -   760,280.98    693,711.99   sFT  1.00000508   -2 46 31.6
 SD0788;UTM  10      - 5,245,485.953   400,249.178   MT  0.99972228   -0 58 18.0
 SD0788
 SD0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0788!SPC WA S     -   1.00000176  x   1.00000508  =   1.00000684
 SD0788!UTM  10      -   1.00000176  x   0.99972228  =   0.99972404
 SD0788
 SD0788:                Primary Azimuth Mark                     Grid Az
 SD0788:SPC WA S     -  ARCH 1927                                160 02 49.1
 SD0788:UTM  10      -  ARCH 1927                                158 14 35.5
 SD0788
 SD0788|---------------------------------------------------------------------|
 SD0788| PID    Reference Object                     Distance      Geod. Az  |
 SD0788|                                                           dddmmss.s |
 SD0788| SD0795 ARCH 1927                           APPROX. 7.1 KM 1571617.5 |
 SD0788|---------------------------------------------------------------------|
 SD0788
 SD0788                          SUPERSEDED SURVEY CONTROL
 SD0788
 SD0788  NAD 83(1986)-  47 21 18.79544(N)    124 19 15.10000(W) AD(       ) 3
 SD0788  NAD 27      -  47 21 19.47200(N)    124 19 10.42700(W) AD(       ) 3
 SD0788
 SD0788.Superseded values are not recommended for survey control.
 SD0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0788.See file dsdata.txt to determine how the superseded data were derived.
 SD0788
 SD0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT0024945486(NAD 83)
 SD0788
 SD0788  HISTORY     - Date     Condition        Report By
 SD0788  HISTORY     - 1927     MONUMENTED       CGS
 SD0788  HISTORY     - 1930     SEE DESCRIPTION  CGS
 SD0788  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SD0788
 SD0788                          STATION DESCRIPTION
 SD0788
 SD0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (TJM)
 SD0788'STATION IS ON THE EXTREME TIP OF CAPE ELIZABETH ON THE NARROW
 SD0788'PROMONTORY EXTENDING OFF THE POINT 95 METERS N OF THE CAPE PROPER.
 SD0788'THE POINT IS VERY HARD TO REACH.  A VERY NARROW LEDGE IS ON THE N
 SD0788'SIDE OF THE PROMONTORY.  BY THE ASSISTANCE OF TWO MEN AND A ROPE, A
 SD0788'PERSON CAN GET ON THE LEDGE.  AT VERY LOW TIDE THE LEDGE CAN BE
 SD0788'APPROACHED FROM THE S BUT WITH GREAT DIFFICULTY.
 SD0788'
 SD0788'THE STATION OR CENTER MARK IS SET IN A MASS OF CEMENT IN THE ROCKY
 SD0788'LEDGE, 7.4 METERS FROM THE EDGE OF THE 80-FOOT VERTICAL, KNIFE-EDGE
 SD0788'CLIFF, 2 METERS FROM THE S EDGE OF THE LEDGE, 1.8 METERS FROM THE N
 SD0788'EDGE OF THE LEDGE.
 SD0788'
 SD0788'A 15-FOOT TUNNEL, 18 FEET WIDE PASSES THROUGH THE PROMONTORY.
 SD0788'
 SD0788'IT WAS IMPRACTICABLE TO ESTABLISH ANY REFERENCE MARKS OF ANY
 SD0788'PERMANENCY, OR VALUE.
 SD0788'
 SD0788'CAPE ELIZABETH CAN BE REACHED ONLY AT EXTREMELY LOW TIDE.  FROM
 SD0788'THE S, A POINT 700 METERS FROM THE QUINAULT RIVER IS IMPASSABLE
 SD0788'EXCEPT AT LOW TIDE.  THREE OTHER PLACES N OF HERE CAN BE PASSED ONLY
 SD0788'AT EXTREME LOW TIDE.  FROM THE N THE BEACH IS IMPASSABLE EXCEPT
 SD0788'AT VERY LOW TIDE, BEYOND THE POINT 400 METERS TO THE N OF THE CAPE.
 SD0788'
 SD0788'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 SD0788
 SD0788                          STATION RECOVERY (1930)
 SD0788
 SD0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (KTA)
 SD0788'STATION WAS FOUND AS DESCRIBED.  IT IS EASILY REACHED AT LOW TIDE
 SD0788'FROM THE N BY PASSING THROUGH THE TUNNEL MENTIONED IN THE ORIGINAL
 SD0788'DESCRIPTION, AND THEN ON THE S SIDE OF THE PROMONTORY ON WHICH IT IS
 SD0788'LOCATED.  IT IS ABOUT 12 FEET ABOVE HIGH WATER, AND ABOUT 7 METERS
 SD0788'BEYOND THE OUTERMOST OF THE VERTICAL CLIFFS ON THE POINT.
 SD0788'
 SD0788'THE STATION MAY BE REACHED FROM THE N AT 1/3 TIDE WITHOUT MUCH
 SD0788'DIFFICULTY BY WADING FOR ONLY A FEW FEET IN TWO OR THREE PLACES.
 SD0788
 SD0788                          STATION RECOVERY (1962)
 SD0788
 SD0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SD0788'THE STATION WAS NOT VISITED AT THIS TIME DUE TO THE LOW TIDE
 SD0788'REQUIRED AND THE DIFFICULTY IN REACHING THE AREA BY BOAT OR TRUCK.
 SD0788'HOWEVER, DICK STERLING WHO WORKS FOR THE LUMBER COMPANY IN ALOHA WAS
 SD0788'TO THE STATION TWO OR THREE YEARS AGO AND IT WAS IN GOOD CONDITION
 SD0788'AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0449 ***********************************************************************
 SD0449  DESIGNATION -  ELK
 SD0449  PID         -  SD0449
 SD0449  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0449  USGS QUAD   -  GRAYLAND (1994)
 SD0449
 SD0449                         *CURRENT SURVEY CONTROL
 SD0449  ___________________________________________________________________
 SD0449* NAD 83(1991)-  46 50 44.52678(N)    124 01 03.94253(W)     ADJUSTED  
 SD0449* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SD0449  ___________________________________________________________________
 SD0449  LAPLACE CORR-          15.18  (seconds)                    DEFLEC99
 SD0449  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 SD0449
 SD0449  HORZ ORDER  -  SECOND
 SD0449
 SD0449.The horizontal coordinates were established by classical geodetic methods
 SD0449.and adjusted by the National Geodetic Survey in December 1991..
 SD0449
 SD0449.The orthometric height was scaled from a topographic map.
 SD0449
 SD0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0449
 SD0449.The geoid height was determined by GEOID03.
 SD0449
 SD0449;                    North         East     Units Scale Factor Converg.
 SD0449;SPC WA S     -   174,082.877   231,792.933   MT  0.99992493   -2 33 19.0
 SD0449;SPC WA S     -   571,136.91    760,473.98   sFT  0.99992493   -2 33 19.0
 SD0449;UTM  10      - 5,188,520.559   422,401.856   MT  0.99967401   -0 44 33.0
 SD0449
 SD0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0449!SPC WA S     -   1.00000344  x   0.99992493  =   0.99992837
 SD0449!UTM  10      -   1.00000344  x   0.99967401  =   0.99967745
 SD0449
 SD0449|---------------------------------------------------------------------|
 SD0449| PID    Reference Object                     Distance      Geod. Az  |
 SD0449|                                                           dddmmss.s |
 SD0449| DD9661 ELK RM 1                             47.280 METERS 09651     |
 SD0449| SD0445 NEAR ELK RIV BARN NORTH GABLE       APPROX. 0.9 KM 1394055.5 |
 SD0449| DD9662 ELK RM 2                             55.105 METERS 35654     |
 SD0449|---------------------------------------------------------------------|
 SD0449
 SD0449                          SUPERSEDED SURVEY CONTROL
 SD0449
 SD0449  NAD 83(1986)-  46 50 44.52045(N)    124 01 03.93825(W) AD(       ) 2
 SD0449  NAD 27      -  46 50 45.18700(N)    124 00 59.32700(W) AD(       ) 2
 SD0449
 SD0449.Superseded values are not recommended for survey control.
 SD0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0449.See file dsdata.txt to determine how the superseded data were derived.
 SD0449
 SD0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2240288521(NAD 83)
 SD0449_MARKER: Z = SEE DESCRIPTION
 SD0449_SETTING: 0 = UNSPECIFIED SETTING
 SD0449
 SD0449  HISTORY     - Date     Condition        Report By
 SD0449  HISTORY     - 1940     MONUMENTED       CGS
 SD0449  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SD0449  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SD0449  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SD0449
 SD0449                          STATION DESCRIPTION
 SD0449
 SD0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (GLB)
 SD0449'STATION IS ABOUT 2 NAUTICAL MILES SE BY WATER FROM THE FERTILIZER
 SD0449'PLANT AT BAY CITY, ABOUT 150 FEET W OF THE TREE LINE, ABOUT 75
 SD0449'FEET E OF RIVER BANK.
 SD0449'
 SD0449'STATION MARK IS A STANDARD DISK STAMPED ELK 1940 SET IN THE TOP OF
 SD0449'8-INCH CONCRETE-FILLED TILE PROJECTING 6 INCHES ABOVE GROUND.
 SD0449'
 SD0449'REFERENCE MARK NO.1 IS E OF THE STATION, AND MARKED BY A
 SD0449'STANDARD DISK STAMPED ELK NO.1 1940 SET IN THE TOP OF A 4-INCH
 SD0449'CONCRETE-FILLED PIPE PROJECTING 1 FOOT ABOVE GROUND.
 SD0449'
 SD0449'REFERENCE MARK NO.2 IS N OF THE STATION, AND MARKED BY A
 SD0449'STANDARD DISK STAMPED ELK NO.2 1940 SET IN TOP OF A 4-INCH
 SD0449'CONCRETE-FILLED PIPE PROJECTING 1 FOOT ABOVE GROUND.
 SD0449'
 SD0449'A 4- BY 4-INCH WHITE POST STENCILED U.S.C. AND G.S. TRIANGULATION
 SD0449'MARK WAS PLACED 1-1/2 FEET S OF TRIANGULATION MARK.
 SD0449'
 SD0449'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/3 METERS.
 SD0449
 SD0449                          STATION RECOVERY (1952)
 SD0449
 SD0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SD0449'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SD0449'CONDITION AS DESCRIBED, EXCEPT THAT THE BARN 1.1 MILES SE OF
 SD0449'THE STATION IS NOT VISIBLE AND IS PROBABLY DESTROYED.
 SD0449
 SD0449                          STATION RECOVERY (1956)
 SD0449
 SD0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HGC)
 SD0449'THE STATION WAS RECOVERED IN GOOD CONDITION.  NEITHER OF THE TWO
 SD0449'REFERENCE MARKS COULD BE FOUND IN THE HIGH GRASS AND BRUSH BUT
 SD0449'WERE PROBABLY INTACT.
 SD0449'
 SD0449'THE DESCRIPTION BY G. L. B. IN 1940 IS GOOD WITH ONE
 SD0449'EXCEPTION.  THE BARN 1.1 MILES SE OF THE STATION COULD NOT BE SEEN
 SD0449'AND PROBABLY NO LONGER REMAINS.
 SD0449
 SD0449                          STATION RECOVERY (1967)
 SD0449
 SD0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SD0449'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1166 ***********************************************************************
 SX1166  DESIGNATION -  ELK
 SX1166  PID         -  SX1166
 SX1166  STATE/COUNTY-  WA/KITTITAS
 SX1166  USGS QUAD   -  TEANAWAY (1985)
 SX1166
 SX1166                         *CURRENT SURVEY CONTROL
 SX1166  ___________________________________________________________________
 SX1166* NAD 83(1991)-  47 08 05.07996(N)    120 48 29.63113(W)     ADJUSTED  
 SX1166* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 SX1166  ___________________________________________________________________
 SX1166  LAPLACE CORR-          -6.41  (seconds)                    DEFLEC99
 SX1166  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 SX1166
 SX1166  HORZ ORDER  -  THIRD
 SX1166
 SX1166.The horizontal coordinates were established by classical geodetic methods
 SX1166.and adjusted by the National Geodetic Survey in December 1991..
 SX1166
 SX1166.The orthometric height was scaled from a topographic map.
 SX1166
 SX1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1166
 SX1166.The geoid height was determined by GEOID03.
 SX1166
 SX1166;                    North         East     Units Scale Factor Converg.
 SX1166;SPC WA S     -   200,277.941   476,617.175   MT  0.99996062   -0 13 26.0
 SX1166;SPC WA S     -   657,078.54  1,563,701.51   sFT  0.99996062   -0 13 26.0
 SX1166;UTM  10      - 5,222,468.584   666,208.161   MT  0.99993952   +1 36 24.6
 SX1166
 SX1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1166!SPC WA S     -   0.99989551  x   0.99996062  =   0.99985613
 SX1166!UTM  10      -   0.99989551  x   0.99993952  =   0.99983504
 SX1166
 SX1166|---------------------------------------------------------------------|
 SX1166| PID    Reference Object                     Distance      Geod. Az  |
 SX1166|                                                           dddmmss.s |
 SX1166| CF1402 ELK RM 1                              5.014 METERS 27315     |
 SX1166| CF1403 ELK RM 2                              5.566 METERS 33601     |
 SX1166|---------------------------------------------------------------------|
 SX1166
 SX1166                          SUPERSEDED SURVEY CONTROL
 SX1166
 SX1166  NAD 83(1986)-  47 08 05.08325(N)    120 48 29.61553(W) AD(       ) 3
 SX1166  NAD 27      -  47 08 05.64230(N)    120 48 25.33020(W) AD(       ) 3
 SX1166
 SX1166.Superseded values are not recommended for survey control.
 SX1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1166.See file dsdata.txt to determine how the superseded data were derived.
 SX1166
 SX1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT6620822469(NAD 83)
 SX1166_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1166_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SX1166
 SX1166  HISTORY     - Date     Condition        Report By
 SX1166  HISTORY     - 1958     MONUMENTED       CGS
 SX1166
 SX1166                          STATION DESCRIPTION
 SX1166
 SX1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SX1166'THE STATION IS ABOUT 7 MILES SOUTHEAST OF CLE ELUM AND SOUTH OF THE
 SX1166'YAKIMA RIVER.  IT IS ON THE WEST SIDE OF A GRAVELED COUNTY ROAD
 SX1166'AT THE EAST BORDER OF A HEAVILY WOODED AREA ON THE OPPOSITE SIDE OF
 SX1166'THE ROAD FROM CULTIVATED FIELDS, AND IS ABOUT 300 FEET SOUTH OF A
 SX1166'DWELLING.
 SX1166'
 SX1166'TO REACH THE STATION FROM THE POST OFFICE IN CLE ELUM, GO SOUTH FOR
 SX1166'1 BLOCK TO U.S. HIGHWAY 10, TURN RIGHT, GO NORTHWEST ON U.S. HIGHWAY
 SX1166'10 FOR 0.35 MILE TO A FORK JUST AFTER CROSSING A RAILROAD SPUR
 SX1166'TRACK.  TAKE THE ROAD TO THE LEFT AND GO 0.35 MILE TO A BRIDGE
 SX1166'OVER THE YAKIMA RIVER, CROSS THE BRIDGE AND CONTINUE SOUTH FOR 0.6
 SX1166'MILE TO A RAILROAD TRACK, BEAR LEFT ON THE SOUTH SIDE OF THE
 SX1166'RAILROAD TRACKS AND FOLLOW THE PAVEMENT EASTERLY UPGRADE FOR
 SX1166'0.5 MILE TO A FORK, KEEP LEFT AND CONTINUE EASTERLY FOR 7.6
 SX1166'MILES TO A BRIDGE OVER A LARGE IRRIGATION CANAL, CONTINUE EASTERLY
 SX1166'FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 SX1166'
 SX1166'THE STATION MARK IS A STANDARD DISK STAMPED ELK 1958, SET IN A
 SX1166'ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 45 FEET
 SX1166'WEST OF THE CENTER OF THE GRAVELED ROAD, 6 FEET NORTH OF A PINE
 SX1166'TREE WITH A TRIANGLE BLAZE, 4 FEET SOUTHEAST OF A WHITE WITNESS
 SX1166'POST AND 3 FEET EAST OF A FENCELINE.
 SX1166'
 SX1166'RM 1 IS A STANDARD DISK STAMPED ELK NO 1 1958, SET IN A ROUND
 SX1166'CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 16 FEET WEST OF A
 SX1166'PINE TREE WITH A TRIANGLE BLAZE, 13 FEET WEST OF A WHITE WITNESS
 SX1166'POST AND 12 FEET WEST OF THE FENCELINE.
 SX1166'
 SX1166'RM 2 IS A STANDARD DISK STAMPED ELK NO 2 1958, SET IN A ROUND
 SX1166'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 46 FEET WEST OF
 SX1166'THE CENTER OF THE GRAVELED ROAD, 14 FEET NORTH OF THE WITNESS
 SX1166'POST AND 2 FEET EAST OF THE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0986 ***********************************************************************
 SB0986  DESIGNATION -  ELK
 SB0986  PID         -  SB0986
 SB0986  STATE/COUNTY-  WA/KLICKITAT
 SB0986  USGS QUAD   -  OUTLET FALLS (1970)
 SB0986
 SB0986                         *CURRENT SURVEY CONTROL
 SB0986  ___________________________________________________________________
 SB0986* NAD 83(1991)-  46 02 03.18171(N)    121 12 43.62125(W)     ADJUSTED  
 SB0986* NAVD 88     -       566.3    (meters)    1858.     (feet)  VERTCON   
 SB0986  ___________________________________________________________________
 SB0986  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 SB0986  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 SB0986
 SB0986  HORZ ORDER  -  SECOND
 SB0986
 SB0986.The horizontal coordinates were established by classical geodetic methods
 SB0986.and adjusted by the National Geodetic Survey in December 1991..
 SB0986
 SB0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB0986
 SB0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB0986
 SB0986.The geoid height was determined by GEOID03.
 SB0986
 SB0986;                    North         East     Units Scale Factor Converg.
 SB0986;SPC WA S     -    78,152.054   444,874.006   MT  0.99996051   -0 31 02.2
 SB0986;SPC WA S     -   256,403.86  1,459,557.47   sFT  0.99996051   -0 31 02.2
 SB0986;UTM  10      - 5,099,403.193   638,353.776   MT  0.99983532   +1 17 13.3
 SB0986
 SB0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB0986!SPC WA S     -   0.99991444  x   0.99996051  =   0.99987495
 SB0986!UTM  10      -   0.99991444  x   0.99983532  =   0.99974978
 SB0986
 SB0986:                Primary Azimuth Mark                     Grid Az
 SB0986:SPC WA S     -  SIGNAL PEAK                              015 34 33.5
 SB0986:UTM  10      -  SIGNAL PEAK                              013 46 18.0
 SB0986
 SB0986|---------------------------------------------------------------------|
 SB0986| PID    Reference Object                     Distance      Geod. Az  |
 SB0986|                                                           dddmmss.s |
 SB0986| SB0990 SIGNAL PEAK                         APPROX.22.2 KM 0150331.3 |
 SB0986| CF4325 ELK RM 1                              8.210 METERS 09148     |
 SB0986| CF4326 ELK RM 2                              8.123 METERS 34106     |
 SB0986|---------------------------------------------------------------------|
 SB0986
 SB0986                          SUPERSEDED SURVEY CONTROL
 SB0986
 SB0986  NAD 83(1991)-  46 02 03.18804(N)    121 12 43.62254(W) AD(       ) 2
 SB0986  NAD 83(1986)-  46 02 03.20165(N)    121 12 43.61132(W) AD(       ) 2
 SB0986  NAD 27      -  46 02 03.76100(N)    121 12 39.33500(W) AD(       ) 2
 SB0986  NGVD 29 (07/19/86)  565.2    (m)         1854.     (f) VERT ANG       
 SB0986
 SB0986.Superseded values are not recommended for survey control.
 SB0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0986.See file dsdata.txt to determine how the superseded data were derived.
 SB0986
 SB0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR3835499403(NAD 83)
 SB0986_MARKER: DS = TRIANGULATION STATION DISK
 SB0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0986
 SB0986  HISTORY     - Date     Condition        Report By
 SB0986  HISTORY     - 1947     MONUMENTED       CGS
 SB0986  HISTORY     - 1957     GOOD             DMA
 SB0986
 SB0986                          STATION DESCRIPTION
 SB0986
 SB0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SB0986'THE STATION IS LOCATED ABOUT 4.0 MILES EAST NORTHEAST OF GLENWOOD,
 SB0986'ABOUT 1.0 MILE NORTH OF THE ROAD LEADING BETWEEN GLENWOOD AND
 SB0986'GOLDENDALE, ABOUT 1.0 MILE WEST OF THE KLICKITAT RIVER, ABOUT 0.2
 SB0986'MILE WEST OF THE EDGE OF THE KLICKITAT RIVER CANYON, ABOUT 0.15
 SB0986'MILE EAST NORTHEAST OF THE POINT WHERE A POWERLINE ROAD CROSSES
 SB0986'OVER THE RAILROAD TRACKS, 274 FEET SOUTH OF THE THIRD POWERLINE
 SB0986'POLE EAST OF THE RAILROAD TRACKS AND 170 FEET SOUTH SOUTHEAST
 SB0986'OF THE CENTER OF THE POWERLINE ROAD.  THE STATION IS IN A VERY
 SB0986'SMALL OPENING IN SCATTERED TIMBER.
 SB0986'
 SB0986'TO REACH FROM GLENWOOD.  GO EASTERLY, ON THE ROAD WHICH LEADS
 SB0986'TOWARD GOLDENDALE, FOR 0.8 MILE.  TURN LEFT AND GO EASTERLY FOR
 SB0986'2.5 MILES TO A POINT ABOUT OPPOSITE AN OLD MILL POND.  TURN SHARP
 SB0986'LEFT AND FOLLOW A TRACK ROAD NORTHERLY FOR 0.7 MILE TO THE
 SB0986'INTERSECTION OF A TWO POLE TRANSMISSION LINE.  TURN RIGHT AND
 SB0986'FOLLOW THE POWERLINE ROAD EASTERLY FOR 0.7 MILE.  CROSS OVER THE
 SB0986'RAILROAD TRACK AND CONTINUE EASTERLY FOR 0.15 MILE.  TURN RIGHT
 SB0986'AND GO SOUTH FOR 170 FEET TO THE STATION.
 SB0986'
 SB0986'THE STATION IS A STANDARD DISK, STAMPED ELK 1946, SET IN THE TOP
 SB0986'OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 5 INCHES.
 SB0986'
 SB0986'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ELK NO 1
 SB0986'1946, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 SB0986'2 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SB0986'
 SB0986'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ELK NO 2
 SB0986'1946, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 SB0986'5 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SB0986'
 SB0986'SUBSTITUTE STATION 68 V 56-A IS THE CENTER AND BASE OF AN
 SB0986'ISOLATED STUMP IN A SMALL CLEARING.  IT IS 0.17 METERS LOWER THAN
 SB0986'THE STATION.
 SB0986
 SB0986                          STATION RECOVERY (1957)
 SB0986
 SB0986'RECOVERY NOTE BY DEFENSE MAP AGENCY 1957
 SB0986'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SB0986'CONDITION.
 SB0986'
 SB0986'LINE OF SIGHT OBSTRUCTED IN ALL DIRECTIONS EXCEPT TO STATION
 SB0986'SIGNAL PEAK WHEN STATION IS OCCUPIED WITH TRIPOD.  MARKER IS 3
 SB0986'INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1637 ***********************************************************************
 SY1637  DESIGNATION -  ELK MTN
 SY1637  PID         -  SY1637
 SY1637  STATE/COUNTY-  WA/CLALLAM
 SY1637  USGS QUAD   -  MAIDEN PEAK (1990)
 SY1637
 SY1637                         *CURRENT SURVEY CONTROL
 SY1637  ___________________________________________________________________
 SY1637* NAD 83(1991)-  47 55 27.75934(N)    123 21 06.50496(W)     ADJUSTED  
 SY1637* NAVD 88     -      2065.7    (meters)    6777.     (feet)  VERTCON   
 SY1637  ___________________________________________________________________
 SY1637  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 SY1637  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 SY1637
 SY1637  HORZ ORDER  -  SECOND
 SY1637
 SY1637.The horizontal coordinates were established by classical geodetic methods
 SY1637.and adjusted by the National Geodetic Survey in December 1991..
 SY1637
 SY1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1637
 SY1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1637
 SY1637.The geoid height was determined by GEOID03.
 SY1637
 SY1637;                    North         East     Units Scale Factor Converg.
 SY1637;SPC WA N     -   105,853.346   311,826.908   MT  0.99994793   -1 52 30.2
 SY1637;SPC WA N     -   347,287.19  1,023,052.11   sFT  0.99994793   -1 52 30.2
 SY1637;UTM  10      - 5,307,955.055   473,718.471   MT  0.99960849   -0 15 40.1
 SY1637
 SY1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1637!SPC WA N     -   0.99967942  x   0.99994793  =   0.99962737
 SY1637!UTM  10      -   0.99967942  x   0.99960849  =   0.99928804
 SY1637
 SY1637:                Primary Azimuth Mark                     Grid Az
 SY1637:SPC WA N     -  TYLER PEAK                               100 44 47.0
 SY1637:UTM  10      -  TYLER PEAK                               099 07 56.9
 SY1637
 SY1637|---------------------------------------------------------------------|
 SY1637| PID    Reference Object                     Distance      Geod. Az  |
 SY1637|                                                           dddmmss.s |
 SY1637| SY1610 TYLER PEAK                          APPROX.15.4 KM 0985216.8 |
 SY1637| DD9664 ELK MTN RM 1                          9.779 METERS 16550     |
 SY1637| DD9663 ELK MTN AZ MK                                      2653224.9 |
 SY1637| DD9665 ELK MTN RM 2                         10.701 METERS 27812     |
 SY1637|---------------------------------------------------------------------|
 SY1637
 SY1637                          SUPERSEDED SURVEY CONTROL
 SY1637
 SY1637  NAD 83(1986)-  47 55 27.75777(N)    123 21 06.51278(W) AD(       ) 2
 SY1637  NAD 27      -  47 55 28.42900(N)    123 21 01.86300(W) AD(       ) 2
 SY1637  NGVD 29 (07/19/86) 2064.4    (m)         6773.     (f) VERT ANG       
 SY1637
 SY1637.Superseded values are not recommended for survey control.
 SY1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1637.See file dsdata.txt to determine how the superseded data were derived.
 SY1637
 SY1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDU7371807955(NAD 83)
 SY1637
 SY1637  HISTORY     - Date     Condition        Report By
 SY1637  HISTORY     - 1955     MONUMENTED       CGS
 SY1637
 SY1637                          STATION DESCRIPTION
 SY1637
 SY1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY1637'THE STATION IS ABOUT 15 MILES SOUTHWEST OF SEQUIM, 13 MILES SOUTH
 SY1637'SOUTHEAST OF PORT ANGELES, IN THE NORTHERN PART OF THE OLYMPIC
 SY1637'NATIONAL PARK AND ON THE HIGHEST POINT OF ELK MOUNTAIN.
 SY1637'
 SY1637'TO REACH THE STATION FROM THE COURTHOUSE IN PORT ANGELES, GO SOUTH
 SY1637'AND WEST ON U.S. HIGHWAY 101 FOR 8.35 MILES TO A ROAD LEFT, AT A
 SY1637'STORE AND SERVICE STATION ON THE RIGHT JUST BEFORE REACHING THE
 SY1637'ELWHA RIVER BRIDGE.  TURN LEFT AND GO SOUTH FOR 1.9 MILES TO THE
 SY1637'OLYMPIC NATIONAL PARK BOUNDARY.  CONTINUE SOUTH FOR 2.1 MILES TO
 SY1637'THE PARK RANGER STATION ON THE LEFT, CONTINUE SOUTH 0.15 MILE TO
 SY1637'A GRAVELED ROAD LEFT AND SIGN (HURRICANE RIDGE).  TURN LEFT AND
 SY1637'GO EAST AND NORTH FOR 13 MILES TO THE TOP OF THE RIDGE AT A Y
 SY1637'ROAD INTERSECTION.  TAKE THE RIGHT FORK AND GO 0.6 MILE TO A
 SY1637'LODGE, PASS THROUGH THE PARKING LOT GOING 0.2 MILE TO A FORK.
 SY1637'TAKE THE RIGHT FORK, GOING DOWN HILL, FOR 7.7 MILES TO THE END
 SY1637'OF TRUCK TRAVEL AND THE END OF THE ROAD AT A SIGN
 SY1637'(OBSTRUCTION POINT).  FROM HERE PACK NORTH AND EAST AROUND THE
 SY1637'SIDE OF THE MOUNTAIN, ON THE DEER PARK TRAIL, FOR ABOUT 2 HOURS
 SY1637'TO THE HIGHEST POINT AND THE STATION ON THE LEFT.  ABOUT 200
 SY1637'YARDS BEYOND THE TRAIL FORKS AT A WHITE SIGN POST.
 SY1637'
 SY1637'THE STATION MARK IS A STANDARD DISK STAMPED ELK MTN 1955.  IT IS
 SY1637'CEMENTED IN A DRILL HOLE IN A FLAT BOULDER THAT PROJECTS 4 INCHES
 SY1637'AND IS ON THE HIGHEST POINT OF THE HILL.
 SY1637'
 SY1637'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ELK MTN NO 1 1955.  IT
 SY1637'IS CEMENTED IN A DRILL HOLE IN A FLAT BOULDER THAT PROJECTS 6
 SY1637'INCHES AND IS 8 FEET BELOW THE STATION ELEVATION.
 SY1637'
 SY1637'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ELK MTN NO 2 1955.  IT
 SY1637'IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 12 INCHES
 SY1637'AND IS 6 FEET BELOW THE STATION ELEVATION.
 SY1637'
 SY1637'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELK MTN 1955.  IT IS
 SY1637'CEMENTED IN A DRILL HOLE IN A FLAT BOULDER THAT PROJECTS 3 INCHES
 SY1637'AND IS 1 FOOT EAST OF A 3-FOOT CAIRN.  THE MARK IS ON THE FIRST
 SY1637'ROCKY POINT WEST OF THE STATION AND ABOUT 200 FEET LOWER THAN THE
 SY1637'STATION PEAK.
 SY1637'
 SY1637'THE AZIMUTH MARK IS REACHED ON THE WAY TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2513 ***********************************************************************
 SC2513  DESIGNATION -  ELLEN
 SC2513  PID         -  SC2513
 SC2513  STATE/COUNTY-  WA/PACIFIC
 SC2513  USGS QUAD   -  BAY CENTER (1994)
 SC2513
 SC2513                         *CURRENT SURVEY CONTROL
 SC2513  ___________________________________________________________________
 SC2513* NAD 83(1991)-  46 39 34.98453(N)    123 58 27.27767(W)     ADJUSTED  
 SC2513* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC2513  ___________________________________________________________________
 SC2513  LAPLACE CORR-          16.46  (seconds)                    DEFLEC99
 SC2513  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 SC2513
 SC2513  HORZ ORDER  -  THIRD
 SC2513
 SC2513.The horizontal coordinates were established by classical geodetic methods
 SC2513.and adjusted by the National Geodetic Survey in December 1991..
 SC2513
 SC2513.The orthometric height was scaled from a topographic map.
 SC2513
 SC2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2513
 SC2513.The geoid height was determined by GEOID03.
 SC2513
 SC2513;                    North         East     Units Scale Factor Converg.
 SC2513;SPC WA S     -   153,282.440   234,198.450   MT  0.99991544   -2 31 25.2
 SC2513;SPC WA S     -   502,894.14    768,366.08   sFT  0.99991544   -2 31 25.2
 SC2513;UTM  10      - 5,167,811.830   425,463.826   MT  0.99966829   -0 42 30.9
 SC2513
 SC2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2513!SPC WA S     -   1.00000357  x   0.99991544  =   0.99991901
 SC2513!UTM  10      -   1.00000357  x   0.99966829  =   0.99967186
 SC2513
 SC2513:                Primary Azimuth Mark                     Grid Az
 SC2513:SPC WA S     -  TOKE                                     009 20 08.1
 SC2513:UTM  10      -  TOKE                                     007 31 13.8
 SC2513
 SC2513|---------------------------------------------------------------------|
 SC2513| PID    Reference Object                     Distance      Geod. Az  |
 SC2513|                                                           dddmmss.s |
 SC2513| SC2560 TOKE                                APPROX. 5.1 KM 0064842.9 |
 SC2513| SC2563 SHELL                               APPROX. 7.0 KM 0252407.8 |
 SC2513| SC2561 POLE                                APPROX. 4.8 KM 0414658.1 |
 SC2513| SC2531 BEACON R 2                          APPROX. 5.0 KM 0434619.0 |
 SC2513| CE3093 ELLEN RM 2                           58.520 METERS 04858     |
 SC2513| SC2537 BLACK BEACON 1                      APPROX. 7.6 KM 0510416.7 |
 SC2513| SC2512 ELDER                               APPROX. 3.9 KM 0682024.5 |
 SC2513| CE3092 ELLEN RM 1                           74.330 METERS 08858     |
 SC2513| SC2525 GOOSE PT OYSTER HOUSE               APPROX. 3.4 KM 1501448.8 |
 SC2513| SC2473 DOLPHIN BEACON                      APPROX. 5.5 KM 1802716.4 |
 SC2513| SC2554 PILE BEACON                         APPROX. 3.0 KM 2072940.9 |
 SC2513| SD0514 OYSTER HOUSE                        APPROX. 7.7 KM 2203044.5 |
 SC2513| SD0480 WILLAPA LIFE SAVING STATION         APPROX. 8.4 KM 3193831.8 |
 SC2513| SC2505 HOTEL RUSTIC                        APPROX. 5.1 KM 3525250.1 |
 SC2513| SC2556 TOKELAND BEACH EAST BASE 1911       APPROX. 4.9 KM 3544349.7 |
 SC2513|---------------------------------------------------------------------|
 SC2513
 SC2513                          SUPERSEDED SURVEY CONTROL
 SC2513
 SC2513  NAD 83(1991)-  46 39 34.98303(N)    123 58 27.27689(W) AD(       ) 3
 SC2513  NAD 83(1986)-  46 39 34.98252(N)    123 58 27.26348(W) AD(       ) 3
 SC2513  NAD 27      -  46 39 35.62819(N)    123 58 22.67501(W) AD(       ) 3
 SC2513
 SC2513.Superseded values are not recommended for survey control.
 SC2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2513.See file dsdata.txt to determine how the superseded data were derived.
 SC2513
 SC2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2546467812(NAD 83)
 SC2513
 SC2513  HISTORY     - Date     Condition        Report By
 SC2513  HISTORY     - 1911     MONUMENTED       CGS
 SC2513  HISTORY     - 1922     SEE DESCRIPTION  CGS
 SC2513
 SC2513                          STATION DESCRIPTION
 SC2513
 SC2513'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (RBD)
 SC2513'STATION IS ON A PROMINENT MOUND, FORMED BY DRIFTWOOD AND SAND, NEAR
 SC2513'THE CENTER OF A LONG NARROW SAND ISLAND CALLED, ON THE CHART ELLEN
 SC2513'SANDS AND LOCALLY CALLED SNAG ISLAND.
 SC2513'
 SC2513'STATION IS MARKED BY A BROWN, ONE-PINT BEER BOTTLE, BURIED ABOUT 3
 SC2513'FEET BELOW THE SURFACE, IN AN UPRIGHT POSITION.  THE MOUTH OF THIS
 SC2513'BOTTLE MARKS THE CENTER OF THE STATION.  SEVERAL INCHES ABOVE THIS IS
 SC2513'A 3/4-INCH GALVANIZED-IRON PIPE SET VERTICALLY OVER THE CENTER OF
 SC2513'THE BOTTLE.  THE UPPER END OF THIS PIPE PROTRUDES SEVERAL INCHES
 SC2513'ABOVE THE SURFACE OF THE GROUND.  A NAIL KEG WAS PLACED AROUND THE
 SC2513'UPPER END OF THE PIPE AND A MIXTURE OF SAND AND CEMENT WAS PLACED IN
 SC2513'THE KEG AND AROUND THE PIPE FLUSH WITH THE SURFACE OF THE SAND.
 SC2513'
 SC2513'NO REFERENCE MARKS WERE ESTABLISHED AS THE ISLAND IS ENTIRELY FORMED
 SC2513'OF DRIFTWOOD AND SHIFTING SAND AND THERE IS NOTHING OF A PERMANENT
 SC2513'NATURE IN THE VICINITY.  THERE ARE EXTENSIVE SAND FLATS AROUND THE
 SC2513'ISLAND WHICH ARE BARE AT LOW WATER.
 SC2513
 SC2513                          STATION RECOVERY (1922)
 SC2513
 SC2513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SC2513'STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.  IT HAS PROBABLY
 SC2513'BEEN DESTROYED BY SHIFTING SANDS AS THIS LOCALITY IS NOT OF A
 SC2513'PERMANENT NATURE.  THIS ISLAND HAS APPARENTLY BECOME MUCH SMALLER.
 SC2513'IN THE LOCALITY OF THE STATION THE TIDES GO OVER IT AT HIGH WATER.
 SC2513'THE NORTHERN END SEEMS TO HAVE WASHED OFF, ALSO IT HAS WASHED OFF
 SC2513'FROM THE W SIDE AND BUILT UP ON THE E SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2515 ***********************************************************************
 SC2515  DESIGNATION -  ELLEN 2
 SC2515  PID         -  SC2515
 SC2515  STATE/COUNTY-  WA/PACIFIC
 SC2515  USGS QUAD   -  BAY CENTER (1994)
 SC2515
 SC2515                         *CURRENT SURVEY CONTROL
 SC2515  ___________________________________________________________________
 SC2515* NAD 83(1991)-  46 39 13.81409(N)    123 58 24.52820(W)     ADJUSTED  
 SC2515* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC2515  ___________________________________________________________________
 SC2515  LAPLACE CORR-          16.51  (seconds)                    DEFLEC99
 SC2515  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 SC2515
 SC2515  HORZ ORDER  -  THIRD
 SC2515
 SC2515.The horizontal coordinates were established by classical geodetic methods
 SC2515.and adjusted by the National Geodetic Survey in December 1991..
 SC2515
 SC2515.The orthometric height was scaled from a topographic map.
 SC2515
 SC2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2515
 SC2515.The geoid height was determined by GEOID03.
 SC2515
 SC2515;                    North         East     Units Scale Factor Converg.
 SC2515;SPC WA S     -   152,626.835   234,228.067   MT  0.99991532   -2 31 23.2
 SC2515;SPC WA S     -   500,743.21    768,463.25   sFT  0.99991532   -2 31 23.2
 SC2515;UTM  10      - 5,167,157.654   425,514.182   MT  0.99966819   -0 42 28.7
 SC2515
 SC2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2515!SPC WA S     -   1.00000357  x   0.99991532  =   0.99991889
 SC2515!UTM  10      -   1.00000357  x   0.99966819  =   0.99967176
 SC2515
 SC2515:                Primary Azimuth Mark                     Grid Az
 SC2515:SPC WA S     -  TOKE POINT LIGHT                         012 53 03.1
 SC2515:UTM  10      -  TOKE POINT LIGHT                         011 04 08.6
 SC2515
 SC2515|---------------------------------------------------------------------|
 SC2515| PID    Reference Object                     Distance      Geod. Az  |
 SC2515|                                                           dddmmss.s |
 SC2515| SC2550 TOKE POINT LIGHT                    APPROX. 5.5 KM 0102139.9 |
 SC2515| SC2549 PILE                                APPROX. 3.7 KM 0150317.9 |
 SC2515| SC2562 RUSSELL CHANNEL LIGHT               APPROX. 5.4 KM 0381658.9 |
 SC2515| SC2504 BAY CEN CUT OFF CHAN BEACON 8       APPROX. 3.5 KM 0440551.8 |
 SC2515| SC2509 BAY CEN CUT OFF CHAN BEACON 1       APPROX. 3.3 KM 0441105.9 |
 SC2515| SC2528 BAY CEN CUT OFF CHAN BEACON 7       APPROX. 2.9 KM 0441928.8 |
 SC2515| SC2534 DOLPHIN                             APPROX. 6.6 KM 0455933.2 |
 SC2515| SC2514 BAY CEN CUT OFF CHAN BEACON 6       APPROX. 3.8 KM 0465523.0 |
 SC2515| SC2517 BAY CEN CUT OFF CHAN BEACON 11      APPROX. 2.8 KM 0485859.2 |
 SC2515| SC2532 BAY CEN CUT OFF CHAN BEACON 13      APPROX. 2.6 KM 0492002.8 |
 SC2515| SC2506 BAY CEN CUT OFF CHAN BEACON 10      APPROX. 2.3 KM 0555919.2 |
 SC2515| SC2518 BAY CEN CUT OFF CHAN BEACON 12      APPROX. 2.0 KM 0603722.7 |
 SC2515| CE3094 ELLEN 2 RM 1                                       06047     |
 SC2515| SC2523 BAY CEN CUT OFF CHAN BEACON 14      APPROX. 1.9 KM 0670112.6 |
 SC2515| SC2547 PALIX RIVER JUNCTION LIGHT          APPROX. 1.7 KM 1102938.8 |
 SC2515| SC2516 PALIX RIVER BAY BEACON 6            APPROX. 1.8 KM 1241723.5 |
 SC2515| CE3095 ELLEN 2 RM 2                         28.455 METERS 15047     |
 SC2515| SC2502 GOOSE 3                             APPROX. 2.2 KM 1523303.4 |
 SC2515| SC2520 PALIX RIVER BAY BEACON 4            APPROX. 1.6 KM 1623002.4 |
 SC2515| SD0501 GRASS                               APPROX. 5.3 KM 2412839.7 |
 SC2515| SD0493 COAST GUARD STA 308 LOOKOUT         APPROX.10.6 KM 3084248.6 |
 SC2515| SC2555 STUMP                               APPROX. 6.2 KM 3472504.2 |
 SC2515| SC2511 EVANS                               APPROX. 5.5 KM 3583709.4 |
 SC2515|---------------------------------------------------------------------|
 SC2515
 SC2515                          SUPERSEDED SURVEY CONTROL
 SC2515
 SC2515  NAD 83(1991)-  46 39 13.81259(N)    123 58 24.52771(W) AD(       ) 3
 SC2515  NAD 83(1986)-  46 39 13.81222(N)    123 58 24.51395(W) AD(       ) 3
 SC2515  NAD 27      -  46 39 14.45440(N)    123 58 19.91751(W) AD(       ) 3
 SC2515
 SC2515.Superseded values are not recommended for survey control.
 SC2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2515.See file dsdata.txt to determine how the superseded data were derived.
 SC2515
 SC2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2551467158(NAD 83)
 SC2515_MARKER: Z = SEE DESCRIPTION
 SC2515_SETTING: 0 = UNSPECIFIED SETTING
 SC2515
 SC2515  HISTORY     - Date     Condition        Report By
 SC2515  HISTORY     - 1922     MONUMENTED       CGS
 SC2515  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SC2515
 SC2515                          STATION DESCRIPTION
 SC2515
 SC2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SC2515'STATION IS LOCATED ABOUT THE MIDDLE OF ELLEN SANDS, LOCALLY KNOWN AS
 SC2515'SNAG ISLAND, ABOUT 25 METERS FROM THE HIGH-WATER LINE ON THE OPEN
 SC2515'BAY SIDE AND ABOUT 40 METERS FROM THE HIGH-WATER LINE ON THE RUSSELL
 SC2515'CHANNEL SIDE.
 SC2515'
 SC2515'STATION MARK IS A STANDARD BRONZE DISK SET IN A TRIANGULAR-SHAPED
 SC2515'BLOCK OF CEMENT 2 FEET 6 INCHES LONG AND 12 INCHES ON A SIDE SET
 SC2515'VERTICALLY IN THE SAND AND PROJECTING 4 INCHES ABOVE THE SURFACE.
 SC2515'
 SC2515'THERE ARE TWO REFERENCE MARKS EACH CONSISTING OF A STANDARD BRONZE
 SC2515'DISK SET IN A TRIANGULAR-SHAPED BLOCK OF CEMENT 2 FEET 6 INCHES
 SC2515'LONG AND 12 INCHES ON A SIDE, SET VERTICALLY IN THE SAND AND
 SC2515'PROJECTING 6 INCHES ABOVE THE SURFACE.
 SC2515'
 SC2515'THE SAND HERE IS CONTINUALLY SHIFTING AND THE STATION MAY NOT LAST A
 SC2515'GREAT LENGTH OF TIME.
 SC2515'
 SC2515'HEIGHT OF SIGNAL ABOVE STATION MARK - 7 METERS.
 SC2515
 SC2515                          STATION RECOVERY (1939)
 SC2515
 SC2515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2515'STATION REPORTED LOST.  THE SANDS IN THIS VICINITY HAVE MOVED
 SC2515'EASTWARD.  A NEW STATION ELLEN 3 1939 WAS ESTABLISHED IN THE
 SC2515'VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2507 ***********************************************************************
 SC2507  DESIGNATION -  ELLEN 3
 SC2507  PID         -  SC2507
 SC2507  STATE/COUNTY-  WA/PACIFIC
 SC2507  USGS QUAD   -  BAY CENTER (1994)
 SC2507
 SC2507                         *CURRENT SURVEY CONTROL
 SC2507  ___________________________________________________________________
 SC2507* NAD 83(1991)-  46 39 59.38788(N)    123 57 45.55648(W)     ADJUSTED  
 SC2507* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC2507  ___________________________________________________________________
 SC2507  LAPLACE CORR-          16.69  (seconds)                    DEFLEC99
 SC2507  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SC2507
 SC2507  HORZ ORDER  -  THIRD
 SC2507
 SC2507.The horizontal coordinates were established by classical geodetic methods
 SC2507.and adjusted by the National Geodetic Survey in December 1991..
 SC2507
 SC2507.The orthometric height was scaled from a topographic map.
 SC2507
 SC2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2507
 SC2507.The geoid height was determined by GEOID03.
 SC2507
 SC2507;                    North         East     Units Scale Factor Converg.
 SC2507;SPC WA S     -   153,996.212   235,117.594   MT  0.99991560   -2 30 54.9
 SC2507;SPC WA S     -   505,235.91    771,381.64   sFT  0.99991560   -2 30 54.9
 SC2507;UTM  10      - 5,168,554.172   426,359.680   MT  0.99966665   -0 42 00.9
 SC2507
 SC2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2507!SPC WA S     -   1.00000340  x   0.99991560  =   0.99991900
 SC2507!UTM  10      -   1.00000340  x   0.99966665  =   0.99967005
 SC2507
 SC2507:                Primary Azimuth Mark                     Grid Az
 SC2507:SPC WA S     -  WILLAPA RIVER RNG R LT 4 1939            003 16 57.9
 SC2507:UTM  10      -  WILLAPA RIVER RNG R LT 4 1939            001 28 03.9
 SC2507
 SC2507|---------------------------------------------------------------------|
 SC2507| PID    Reference Object                     Distance      Geod. Az  |
 SC2507|                                                           dddmmss.s |
 SC2507| SC2577 WILLAPA RIVER RNG R LT 4 1939       APPROX. 2.8 KM 0004603.0 |
 SC2507| SC2496 CEDAR RIVER FLATS LIGHT 1939        APPROX. 4.0 KM 0013329.2 |
 SC2507| SC2573 WILLAPA RIVER W RANGE FRONT LT      APPROX. 2.9 KM 0102517.0 |
 SC2507| SC2431 WILLAPA RIVER RNG FRONT LIGHT       APPROX. 9.4 KM 0594341.4 |
 SC2507| SC2445 WILLAPA RIVER RNG REAR LIGHT        APPROX.10.6 KM 0612332.1 |
 SC2507| SC2558 STONY POINT                         APPROX. 2.8 KM 0763647.8 |
 SC2507| SC2495 BAY CENTER CHANNEL LIGHT            APPROX. 2.3 KM 1581254.4 |
 SC2507| SC2510 BAY CENTER CHANNEL LIGHT            APPROX. 4.1 KM 1591511.7 |
 SC2507| SC2499 GOOSE POINT RANGE FRONT LIGHT       APPROX. 3.1 KM 1930605.0 |
 SC2507| CE3546 ELLEN 3 RM 1                         17.798 METERS 22806     |
 SC2507| SD0482 WILLAPA BAY CG STA FLAGSTAFF        APPROX. 8.5 KM 3114935.0 |
 SC2507| CE3547 ELLEN 3 RM 2                         14.332 METERS 32206     |
 SC2507|---------------------------------------------------------------------|
 SC2507
 SC2507                          SUPERSEDED SURVEY CONTROL
 SC2507
 SC2507  NAD 83(1991)-  46 39 59.38622(N)    123 57 45.55601(W) AD(       ) 3
 SC2507  NAD 83(1986)-  46 39 59.38583(N)    123 57 45.54248(W) AD(       ) 3
 SC2507  NAD 27      -  46 40 00.02971(N)    123 57 40.93753(W) AD(       ) 3
 SC2507
 SC2507.Superseded values are not recommended for survey control.
 SC2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2507.See file dsdata.txt to determine how the superseded data were derived.
 SC2507
 SC2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2636068554(NAD 83)
 SC2507_MARKER: Z = SEE DESCRIPTION
 SC2507_SETTING: 0 = UNSPECIFIED SETTING
 SC2507
 SC2507  HISTORY     - Date     Condition        Report By
 SC2507  HISTORY     - 1939     MONUMENTED       CGS
 SC2507  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SC2507  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SC2507
 SC2507                          STATION DESCRIPTION
 SC2507
 SC2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2507'STATION IS LOCATED 2 MILES N OF GOOSE POINT, AT BAY CENTER, WASH.,
 SC2507'AND 1-1/2 MILES W OF STONY POINT, ON THE HIGHEST PART OF THE
 SC2507'SOUTHERN END OF THE LARGEST SAND ISLAND IN THE GROUP MAKING UP ELLEN
 SC2507'SANDS.  THE STATION IS BUILT ON SHIFTING SAND DUNES AND IN ALL
 SC2507'PROBABILITY WILL BE VERY DIFFICULT TO RECOVER AT A LATER DATE.  IT IS
 SC2507'INTENDED BY THE U.S. ENGINEERS TO BUILD A LARGE HYDRO SIGNAL OVER
 SC2507'THE STATION IN ORDER TO USE IT IN THEIR WILLAPA BAY ENTRANCE
 SC2507'SURVEYS.
 SC2507'
 SC2507'STATION MARK IS A STANDARD DISK CEMENTED IN TOP OF A 5-FOOT LENGTH OF
 SC2507'4-INCH CAST-IRON SOIL PIPE, PROTRUDING 1 FOOT ABOVE THE SURFACE OF
 SC2507'THE GROUND.  REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN TOP OF 2
 SC2507'1/2-FOOT LENGTHS OF 4-INCH CAST-IRON SOIL PIPE.
 SC2507'
 SC2507'REACHED BY BOAT.
 SC2507
 SC2507                          STATION RECOVERY (1953)
 SC2507
 SC2507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 SC2507'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 SC2507'COMPLETE DESCRIPTION FOLLOWS--2.1 MI. N OF GOOSE POINT AT BAY
 SC2507'CENTER, WASHINGTON, AND 1.8 MI. W-SW OF STONY POINT, ON THE S END OF
 SC2507'THE LARGEST SAND ISLAND IN THE GROUP MAKING UP ELLEN SANDS, AND
 SC2507'ABOUT 270 FT. NE OF THE HIGHEST PART OF THE ISLAND.  THIS PORTION OF
 SC2507'THE ISLAND IS APPARENTLY RATHER STABLE SINCE THE ORIGINAL 4-FT.
 SC2507'STAND WAS STILL IN PLACE OVER THE STATION.  REMAINS OF THE STAND
 SC2507'AND SIGNAL ARE STILL IN THE IMMEDIATE VICINITY OF THE STATION, AND
 SC2507'SINCE THE ISLAND IS VISITED INFREQUENTLY WILL PROBABLY REMAIN THE
 SC2507'BEST REFERENCES FOR SEVERAL YEARS.
 SC2507'
 SC2507'THE STATION MARK IS A STANDARD DISK, STAMPED ELLEN 1939 CEMENTED IN
 SC2507'THE TOP OF A 5-FT. LENGTH OF CAST-IRON SOIL PIPE PROJECTING 1 FT.
 SC2507'
 SC2507'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELLEN R M 1 1939
 SC2507'CEMENTED IN THE TOP OF A 2-1/2-FT. LENGTH OF CAST-IRON SOIL PIPE
 SC2507'PROJECTING ABOUT 6 IN.  REFERENCE MARK 2 IS SIMILARLY SET, BUT IS
 SC2507'STAMPED ELLEN R M 2 1939.
 SC2507
 SC2507                          STATION RECOVERY (1954)
 SC2507
 SC2507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAG)
 SC2507'STATION MARK WAS RECOVERED IN GOOD CONDITION.  STATION IS NO LONGER
 SC2507'ON THE HIGHEST PART OF THE ISLAND BUT IS NOW ABOUT 100 M. NE OF
 SC2507'THE HIGHEST SAND DUNE ON THE ISLAND.
 SC2507'
 SC2507'REFERENCE MARK 2 WAS RECOVERED AND THE FOLLOWING MEASUREMENTS
 SC2507'TAKEN--14.335 M., 47.02 FT.  DIRECTION WAS NOT OBSERVED.
 SC2507'
 SC2507'REFERENCE MARK 1 WAS NOT FOUND AFTER DIGGING 4 FT. BELOW THE SAND
 SC2507'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1058 ***********************************************************************
 SX1058  DESIGNATION -  ELLENSBURG
 SX1058  PID         -  SX1058
 SX1058  STATE/COUNTY-  WA/KITTITAS
 SX1058  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX1058
 SX1058                         *CURRENT SURVEY CONTROL
 SX1058  ___________________________________________________________________
 SX1058* NAD 83(1991)-  46 59 59.86161(N)    120 31 46.52913(W)     ADJUSTED  
 SX1058* NAVD 88     -       510.803  (meters)    1675.86   (feet)  ADJUSTED  
 SX1058  ___________________________________________________________________
 SX1058  X           -  -2,213,804.128 (meters)                     COMP
 SX1058  Y           -  -3,753,858.923 (meters)                     COMP
 SX1058  Z           -   4,642,120.669 (meters)                     COMP
 SX1058  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 SX1058  ELLIP HEIGHT-         490.59  (meters)          (12/09/91) GPS OBS
 SX1058  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 SX1058  DYNAMIC HT  -         510.805 (meters)    1675.87  (feet)  COMP
 SX1058  MODELED GRAV-     980,602.2   (mgal)                       NAVD 88
 SX1058
 SX1058  HORZ ORDER  -  FIRST
 SX1058  VERT ORDER  -  FIRST     CLASS II
 SX1058  ELLP ORDER  -  FOURTH    CLASS I
 SX1058
 SX1058.The horizontal coordinates were established by classical geodetic methods
 SX1058.and adjusted by the National Geodetic Survey in December 1991..
 SX1058
 SX1058.The orthometric height was determined by differential leveling
 SX1058.and adjusted by the National Geodetic Survey in June 1991..
 SX1058
 SX1058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1058
 SX1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1058
 SX1058.The ellipsoidal height was determined by GPS observations
 SX1058.and is referenced to NAD 83.
 SX1058
 SX1058.The geoid height was determined by GEOID03.
 SX1058
 SX1058.The dynamic height is computed by dividing the NAVD 88
 SX1058.geopotential number by the normal gravity value computed on the
 SX1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1058.degrees latitude (g = 980.6199 gals.).
 SX1058
 SX1058.The modeled gravity was interpolated from observed gravity values.
 SX1058
 SX1058;                    North         East     Units Scale Factor Converg.
 SX1058;SPC WA S     -   185,249.318   497,749.526   MT  0.99994080   -0 01 17.4
 SX1058;SPC WA S     -   607,772.14  1,633,033.24   sFT  0.99994080   -0 01 17.4
 SX1058;UTM  10      - 5,208,121.896   687,810.378   MT  1.00003354   +1 48 26.2
 SX1058
 SX1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1058!SPC WA S     -   0.99992311  x   0.99994080  =   0.99986391
 SX1058!UTM  10      -   0.99992311  x   1.00003354  =   0.99995664
 SX1058
 SX1058|---------------------------------------------------------------------|
 SX1058| PID    Reference Object                     Distance      Geod. Az  |
 SX1058|                                                           dddmmss.s |
 SX1058| SX1060 ELLENSBURG RM 2                       5.120 METERS 00021     |
 SX1058| SX1154 SEATTLE SPOKANE AIRWAY BCN 8        APPROX. 3.2 KM 0005823.7 |
 SX1058| CF1404 ELLENSBURG AZ MK                                   0922828.6 |
 SX1058| SB1156 RATTLER                             APPROX.18.0 KM 2142946.3 |
 SX1058| SX1059 ELLENSBURG RM 1                       4.404 METERS 24011     |
 SX1058| SB1112 ELLENSBURG WASH COL OF ED STK       APPROX. 0.9 KM 2652500.2 |
 SX1058| SX1153 ELLENSBURG WASH COLL ED BELFRY      APPROX. 1.0 KM 2713011.2 |
 SX1058| SX1171 SEATTLE SPOKANE AIRWAY BCN 7        APPROX.26.0 KM 3102214.3 |
 SX1058|---------------------------------------------------------------------|
 SX1058
 SX1058                          SUPERSEDED SURVEY CONTROL
 SX1058
 SX1058  NAD 83(1986)-  46 59 59.86424(N)    120 31 46.51141(W) AD(       ) 1
 SX1058  NAD 27      -  47 00 00.41300(N)    120 31 42.26200(W) AD(       ) 1
 SX1058  NGVD 29 (??/??/92)  509.69   (m)         1672.2    (f) COMPUTED    1 2
 SX1058
 SX1058.Superseded values are not recommended for survey control.
 SX1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1058.See file dsdata.txt to determine how the superseded data were derived.
 SX1058
 SX1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8781008122(NAD 83)
 SX1058_MARKER: DS = TRIANGULATION STATION DISK
 SX1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SX1058_STAMPING: ELLENSBURG 1941
 SX1058_MARK LOGO: CGS   
 SX1058_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1058+STABILITY: SURFACE MOTION
 SX1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1058+SATELLITE: SATELLITE OBSERVATIONS - 1986
 SX1058
 SX1058  HISTORY     - Date     Condition        Report By
 SX1058  HISTORY     - 1941     MONUMENTED       CGS
 SX1058  HISTORY     - 1941     GOOD             USPSQD
 SX1058  HISTORY     - 1941     GOOD             CGS
 SX1058  HISTORY     - 1950     GOOD             CGS
 SX1058  HISTORY     - 1957     GOOD             CGS
 SX1058  HISTORY     - 1957     GOOD             CGS
 SX1058  HISTORY     - 1957     GOOD             USGS
 SX1058  HISTORY     - 1982     GOOD             NGS
 SX1058  HISTORY     - 1984     GOOD             USPSQD
 SX1058  HISTORY     - 1986     GOOD             NGS
 SX1058
 SX1058                          STATION DESCRIPTION
 SX1058
 SX1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SX1058'STATION IS IN THE TOWN OF ELLENSBURG, ON THE NE END OF THE PROMINENT
 SX1058'RIDGE LYING ABOUT 1/2 MILE E OF THE MAIN PART OF TOWN.  IT IS BACK
 SX1058'OF, OR E OF THE RODEO GROUNDS AND JUST S OF THE HIGHWAY CUT LEADING
 SX1058'EASTWARD.  0.2 MILE N OF THE AMERICAN LEGION VISTA HOUSE.
 SX1058'
 SX1058'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SX1058'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 SX1058'
 SX1058'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 97
 SX1058'BY GOING E ON 10 FOR 1.7 MILES TO A GATE ON THE RIGHT, A BILLBOARD
 SX1058'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT, 3 FEET E OF THE E
 SX1058'GATEPOST.
 SX1058'
 SX1058'STATION IS REACHED FROM THE JUNCTION OF MAIN AND EAST 3RD STREETS BY
 SX1058'GOING E ON 3RD STREET 0.6 MILE TO THE HOSPITAL NEAR THE TOP OF THE
 SX1058'GRADE.  TURN LEFT AND GO UP N POPLAR AND THEN BEARING TO THE RIGHT
 SX1058'ALONG THE TOP OF THE RIDGE, PASSING THE LEGION VISTA HOUSE, GOING
 SX1058'0.4 MILE TO THE NE END OF THE RIDGE AND STATION.
 SX1058
 SX1058                          STATION RECOVERY (1941)
 SX1058
 SX1058'RECOVERY NOTE BY US POWER SQUADRON 1941 (LM)
 SX1058'RECOVERED IN GOOD CONDITION.
 SX1058
 SX1058                          STATION RECOVERY (1941)
 SX1058
 SX1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 SX1058'0.6 MI E FROM ELLENSBURG.
 SX1058'0.6 MILE EAST ALONG THIRD STREET FROM THE INTERSECTION OF PEARL STREET
 SX1058'AT ELLENSBURG, KITTITAS COUNTY, 0.5 MILE NORTHEAST ALONG NORTH POPLAR
 SX1058'STREET.  0.2 MILE NORTH OF THE AMERICAN LEGION VISTA HALL WHICH IS
 SX1058'LOCATED JUST EAST OF THE RODEO GROUNDS, IN THE WEST EDGE OF THE BANK,
 SX1058'AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 SX1058'TRIANGULATION-STATION DISK, STAMPED ELLENSBURG 1941 AND SET IN THE TOP
 SX1058'OF A CONCRETE POST FLUSH WITH THE GROUND.
 SX1058
 SX1058                          STATION RECOVERY (1950)
 SX1058
 SX1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HRM)
 SX1058'THE FOLLOWING IS QUOTED FROM A LETTER DATED 11 APRIL 1950 FROM H. R.
 SX1058'MC ARTHUR, PHYSICS DEPT., CENTRAL WASHINGTON COLLEGE OF EDUCATION--
 SX1058'
 SX1058'WE DECIDED TO TRY TO LOCATE YOUR AZIMUTH MARK (E) FOR THE ELLENSBURG
 SX1058'STATION.  AFTER SEARCHING FOR SOME TIME WE FOUND THAT IT HAD BEEN
 SX1058'BROKEN OFF ABOUT A FOOT BELOW THE BRONZE DISC.  THE BASE IS STILL
 SX1058'IN THE GROUND.  THE UPPER SECTION WE FOUND IN THE DITCH (OF U.S.
 SX1058'10).  WE JUDGE THAT THIS AZIMUTH MARK WAS VERY CLOSE TO DUE EAST OF
 SX1058'ELLENSBURG 1941 STATION.
 SX1058
 SX1058                          STATION RECOVERY (1957)
 SX1058
 SX1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (EB)
 SX1058'LETTER OF MR. EARLE BABCOCK, 907 DELPHINE, ELLENSBURG, WASH. DATED 13
 SX1058'JUNE 1957.
 SX1058'
 SX1058'THE STATION AND REFERENCE MARKS ARE EASILY FOUND AND EVIDENTLY
 SX1058'UNDISTURBED.  HOWEVER, THE AZIMUTH MARK IS NOT USEABLE.  IT IS
 SX1058'DESCRIBED AS E 0.8 MILE -- THE AZIMUTH MARK ON THE RIGHT, (OF U.S.
 SX1058'HIGHWAY NO. 10) 3 FEET E OF THE E GATEPOST.
 SX1058'
 SX1058'THE FOLLOWING CHANGES HAVE TAKEN PLACE DURING THE PAST YEARS--
 SX1058'
 SX1058'THE GATE MENTIONED IN THE DESCRIPTION HAS DISAPPEARED, DUE TO THE
 SX1058'FENCE BEING MOVED BACK FROM THE HIGHWAY.  THE TOP 8 OR 10 INCHES OF
 SX1058'THE CONCRETE AZIMUTH MARK MONUMENT HAVE BEEN KNOCKED OFF FLAT WITH
 SX1058'THE GRADE OF A DRIVEWAY INTO WHAT IS NOW A LIVESTOCK SALES YARD.
 SX1058
 SX1058                          STATION RECOVERY (1957)
 SX1058
 SX1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SX1058'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 SX1058'DESCRIBED AND FOUND IN GOOD CONDITION.  A COUNTY SALE BARN HAS BEEN
 SX1058'ESTABLISHED AT THE SITE OF THE AZIMUTH MARK AND THE TOP OF THE MARK
 SX1058'WAS FOUND TO HAVE BEEN DESTROYED.  THE DISK WAS NOT RECOVERED.
 SX1058'
 SX1058'THE 1941 ROUTE TO THE STATION WAS FOUND TO BE ADEQUATE.
 SX1058'
 SX1058'THE DISTANCES TO THE REFERENCE MARKS 1 AND 2 WERE CHECKED AND FOUND
 SX1058'TO BE CORRECT, BUT A TWO MINUTE DIFFERENCE IN THE DIRECTIONS TO THE
 SX1058'MARKS WAS FOUND.
 SX1058'
 SX1058'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 SX1058
 SX1058                          STATION RECOVERY (1957)
 SX1058
 SX1058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SX1058'RECOVERED AS DESCRIBED IN 1941 IN NGS DESCRIPTION LIST 47 120 3,
 SX1058'STATION 1012.
 SX1058
 SX1058                          STATION RECOVERY (1982)
 SX1058
 SX1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX1058'RECOVERED IN GOOD CONDITION.
 SX1058
 SX1058                          STATION RECOVERY (1984)
 SX1058
 SX1058'RECOVERY NOTE BY US POWER SQUADRON 1984 (LM)
 SX1058'ELLENSBURG 1941 FOUND GOOD--SEE BELOW.
 SX1058'
 SX1058'STATION RECOVERED, RM 1 RECOVERED.  RM 2 NOT RECOVERED AND IS
 SX1058'PRESUMED TO BE DESTROYED, AS THERE HAS BEEN CONSIDERABLE EROSION AND
 SX1058'THE RM 2 WOULD HAVE BEEN VERY CLOSE TO THE EDGE OF CLIFF.  CONCRETE
 SX1058'PIERS OF STATION AND RM 1 ARE NOW PROJECTING ABOVE THE GROUND
 SX1058'SURFACE NEARLY TWO FEET.
 SX1058'
 SX1058'1941 DIRECTIONS FOR REACHING THE STATION ARE ADEQUATE EXCEPT THAT
 SX1058'IT IS ONLY ABOUT 0.2 MILE PAST THE AMERICAN LEGION BUILDING, AND IS
 SX1058'ABOUT 150-160 FEET NORTH OF THE NORTH EDGE OF A LARGE WATER STORAGE
 SX1058'TANK.
 SX1058
 SX1058                          STATION RECOVERY (1986)
 SX1058
 SX1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 SX1058'THE STATION WAS RECOVERED AT THIS DATE.
 SX1058'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK 2
 SX1058'WAS SEARCHED FOR BUT NOT FOUND THE AREA HAS HAD A LOT OF WIND
 SX1058'ERROSIAN OVER THE YEARS.  THE AZIMUTH MARK WAS REPORTED DESTROYED IN
 SX1058'1957.  THESE MARKS ARE ALSO BENCH MARKS.
 SX1058'
 SX1058'THE STATION IS LOCATED IN THE CITY OF ELLENSBURG AT THE NORTHEAST
 SX1058'END OF A PROMINENT RIDGE THAT IS OCCUPIED BY THE CITY WATER TANK.
 SX1058'THE PROPERTY IS OWNED BY THE CITY OF ELLENSBURG AND A KEY MAY BE
 SX1058'OBTAINED FROM THE CITY WATER DEPARTMENT.
 SX1058'
 SX1058'TO REACH THE STATION FROM THE KITTIAS COUNTY COURT HOUSE AT THE
 SX1058'INTERSECTION OF FIFTH AVENUE AND MAIN STREET IN ELLENSBURG GO SOUTH
 SX1058'ON MAIN STREET FOR 0.16 KM (0.1 MI) TO THE INTERSECTION OF THIRD
 SX1058'AVENUE.  TURN LEFT NAD GO EAST ON THIRD AVENUE FOR 0.97 KM (0.65
 SX1058'TO THE INTERSECTION OF POPLAR STREET .  TURN LEFT AND GO NORTHERLY
 SX1058'ON POPLAR STREET FOR 0.16 KM (0.1 MI) TO A SIDE ROAD RIGHT.  TURN
 SX1058'RIGHT AND GO EASTERLY ON FOURTH AVENUE FOR 0.08 KM (0.05 MI) TO A
 SX1058'FORK.  TAKE THE LEFT FORK,UPHILL, ON THE ONE-WAY DRIVE, CRAIG AVENUE
 SX1058'FOR 0.56 KM (0.35 MI) TO A GATE.  THE KEY MAY BE OBTAINED FROM THE
 SX1058'CITY OF ELLENSBURG DEPARTMENT OF PUBLIC WORKS.  PASS THROUGH THE
 SX1058'GATE AND CONTINUE NORTHEAST, PASSING TO THE LEFT OF THE WATER TANK
 SX1058'FOR 0.16 KM (0.1 MI) TO THE STATION ON THE LEFT.
 SX1058'
 SX1058'THE STATION M,ARK IS A STANDARD C+GS DISK STAMPED---ELLENSBURG
 SX1058'---ELLENSBURG 1941--- SET IN THE TOP OF A 30 CM (12 INCH) SQUARE
 SX1058'CONCRETE MONUMENT THAT PROJECTS 76 CM (30 INCHES) ABOVE THE GROUND
 SX1058'SURFACE.  IT IS 28.9 M (94.8 FT) SOUTH-SOUTHWEST OF A SMALL WHITE
 SX1058'BUILDING THAT IS SURROUNDED BY A CHAIN LINK FENCE, 9.4 M (30.8 FT)
 SX1058'SOUTH OF A HIGH VOLTAGE UTILITY POLE SURROUNDED BY A CHAIN LINK
 SX1058'FENCE AND 6.5 M (21.3 FT) EAST OF THE WEST EDGE OF THE STEEP BLUFF.
 SX1058'
 SX1058'REFERENCE MARK 1 IS A STANDARD C+GS DISK STAMPED---
 SX1058'---ELLENSBURG NO 1 1941---SET IN THE TOP OF A 30 CM SQUARE CONCRETE
 SX1058'MONUMENT THAT PROJECTS 66 CM (26 INCHES) ABOVE THE GROUND SURFACE.
 SX1058'
 SX1058'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 SX1058'
 SX1058'DESCRIBED BY DA WEGENAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0584 ***********************************************************************
 SX0584  DESIGNATION -  ELLENSBURG A
 SX0584  PID         -  SX0584
 SX0584  STATE/COUNTY-  WA/KITTITAS
 SX0584  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX0584
 SX0584                         *CURRENT SURVEY CONTROL
 SX0584  ___________________________________________________________________
 SX0584* NAD 83(1986)-  47 01 44.     (N)    120 31 55.     (W)     SCALED    
 SX0584* NAVD 88     -       525.283  (meters)    1723.37   (feet)  ADJUSTED  
 SX0584  ___________________________________________________________________
 SX0584  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 SX0584  DYNAMIC HT  -         525.285 (meters)    1723.37  (feet)  COMP
 SX0584  MODELED GRAV-     980,600.5   (mgal)                       NAVD 88
 SX0584
 SX0584  VERT ORDER  -  FIRST     CLASS II
 SX0584
 SX0584.This mark is at Bowers Field Airport (ELN)
 SX0584
 SX0584.The horizontal coordinates were scaled from a topographic map and have
 SX0584.an estimated accuracy of +/- 6 seconds.
 SX0584
 SX0584.The orthometric height was determined by differential leveling
 SX0584.and adjusted by the National Geodetic Survey in June 1991..
 SX0584
 SX0584.The geoid height was determined by GEOID03.
 SX0584
 SX0584.The dynamic height is computed by dividing the NAVD 88
 SX0584.geopotential number by the normal gravity value computed on the
 SX0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0584.degrees latitude (g = 980.6199 gals.).
 SX0584
 SX0584.The modeled gravity was interpolated from observed gravity values.
 SX0584
 SX0584;                    North         East    Units  Estimated Accuracy
 SX0584;SPC WA S     -   188,470.      497,570.      MT  (+/- 180 meters Scaled)
 SX0584
 SX0584                          SUPERSEDED SURVEY CONTROL
 SX0584
 SX0584  NGVD 29 (??/??/92)  524.162  (m)         1719.69   (f) ADJ UNCH    1 2
 SX0584
 SX0584.Superseded values are not recommended for survey control.
 SX0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0584.See file dsdata.txt to determine how the superseded data were derived.
 SX0584
 SX0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT875113(NAD 83)
 SX0584_MARKER: DB = BENCH MARK DISK
 SX0584_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SX0584_SP_SET: OLD TOWER FOOTING
 SX0584_STAMPING: ELLENSBURG A 1944
 SX0584_MARK LOGO: CGS   
 SX0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0584+STABILITY: SURFACE MOTION
 SX0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX0584+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1996
 SX0584
 SX0584  HISTORY     - Date     Condition        Report By
 SX0584  HISTORY     - 1944     MONUMENTED       CGS
 SX0584  HISTORY     - 1959     GOOD             NGS
 SX0584  HISTORY     - 1982     GOOD             NGS
 SX0584  HISTORY     - 19860716 GOOD             NGS
 SX0584  HISTORY     - 1988     GOOD             USPSQD
 SX0584  HISTORY     - 19960802 GOOD             CHANCE
 SX0584
 SX0584                          STATION DESCRIPTION
 SX0584
 SX0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SX0584'IN BOWERS AIRPORT.
 SX0584'AT BOWERS AIRPORT, KITTITAS COUNTY, 21.2 FEET WEST OF THE NORTHWEST
 SX0584'CORNER OF THE HANGAR, AT THE CONTROL TOWER, IN THE TOP OF THE
 SX0584'NORTHEAST CORNER OF THE NORTHEAST CONCRETE BASE, AND LEVEL WITH THE
 SX0584'GROUND.  A STANDARD DISK, STAMPED ELLENSBURG A 1944.
 SX0584
 SX0584                          STATION RECOVERY (1982)
 SX0584
 SX0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0584'RECOVERED IN GOOD CONDITION.
 SX0584
 SX0584                          STATION RECOVERY (1986)
 SX0584
 SX0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 SX0584'RECOVERED IN GOOD CONDITION.
 SX0584
 SX0584                          STATION RECOVERY (1988)
 SX0584
 SX0584'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0584'RECOVERED IN GOOD CONDITION.
 SX0584
 SX0584                          STATION RECOVERY (1996)
 SX0584
 SX0584'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SX0584'THE STATION LOCATED 28 MILES (45.1 KM) NORTH OF YAKIMA, 22 MILES (35.4
 SX0584'KM) SOUTHEAST OF CLE ELUM, IN NORTHEAST ELLENSBURG, AT BOWERS FIELD,
 SX0584'ELLENSBURG, MARLA PARSEL - PUBLIC WORKS ADMINISTRATOR, 509-962-7523
 SX0584'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 90 AND CANYON
 SX0584'ROAD SOUTH OF ELLENSBURG, PROCEED NORTH ON CANYON ROAD 2.25 MILES
 SX0584'(3.62 KM) TO A T INTERSECTION WITH 14TH AVENUE, TURN RIGHT AND PROCEED
 SX0584'EAST ALONG 14TH AVE 0.25 MILES (0.40 KM) TO D STREET, TURN LEFT AND
 SX0584'PROCEED NORTH ON D STREET 0.3 MILES (0.5 KM) TO 18TH AVE, TURN RIGHT
 SX0584'AND PROCEED EAST 0.15 MILES (0.24 KM) TO WALNUT STREET, TURN LEFT AND
 SX0584'PROCEED NORTH 1.25 MILES (2.01 KM) ALONG WALNUT ST /AIRPORT ROAD TO A
 SX0584'90 DEGREE TURN TO THE EAST WHERE BOWERS ROAD BEGINS, PROCEED EAST ON
 SX0584'BOWERS RD 0.3 MILES (0.5 KM) TO AN ENTRANCE RD, TURN LEFT AND PROCEED
 SX0584'NORTH 100 FT (30.5 M) TO THE ENTRANCE GATE AND THE STATION ON THE
 SX0584'RIGHT  THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY BENCH
 SX0584'MARK DISK SET IN THE TOP OF A CONCRETE ANCHOR FOOTING, SET FLUSH WITH
 SX0584'THE GROUND.  THE STATION IS LOCATED 0.25 M (0.82 FT) WEST OF A
 SX0584'CARSONITE WITNESS POST, 3.8 M (12.5 FT) SOUTHWEST OF THE SOUTHEAST
 SX0584'CORNER OF A NEW HANGAR, 0.2 M (0.7 FT) NORTH OF THE PERIMETER FENCE,
 SX0584'24.1 M (79.1 FT) EAST OF THE CENTERLINE OF THE ENTRANCE GATE AND 6.4 M
 SX0584'(21.0 FT) WEST OF THE NORTHWEST CORNER OF THE OLD HANGAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AD9543 ***********************************************************************
 AD9543  SACS        -  This is a Secondary Airport Control Station.
 AD9543  DESIGNATION -  ELLENSBURG CBL 1180
 AD9543  PID         -  AD9543
 AD9543  STATE/COUNTY-  WA/KITTITAS
 AD9543  USGS QUAD   -  ELLENSBURG NORTH (1978)
 AD9543
 AD9543                         *CURRENT SURVEY CONTROL
 AD9543  ___________________________________________________________________
 AD9543* NAD 83(1998)-  47 02 26.02350(N)    120 32 05.79824(W)     ADJUSTED  
 AD9543* NAVD 88     -       541.42   (meters)    1776.3    (feet)  GPS OBS   
 AD9543  ___________________________________________________________________
 AD9543  X           -  -2,212,487.607 (meters)                     COMP
 AD9543  Y           -  -3,750,825.703 (meters)                     COMP
 AD9543  Z           -   4,645,220.480 (meters)                     COMP
 AD9543  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AD9543  ELLIP HEIGHT-         521.29  (meters)          (07/02/01) GPS OBS
 AD9543  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 AD9543
 AD9543  HORZ ORDER  -  FIRST
 AD9543  ELLP ORDER  -  THIRD     CLASS II
 AD9543
 AD9543.This mark is at Bowers Field Airport (ELN)
 AD9543
 AD9543.The horizontal coordinates were established by GPS observations
 AD9543.and adjusted by the National Geodetic Survey in July 2001..
 AD9543.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9543.DATUM ITEM on the data sheet items page.
 AD9543
 AD9543.The orthometric height was determined by GPS observations and a
 AD9543.high-resolution geoid model.
 AD9543
 AD9543.GPS derived orthometric heights for airport stations designated as
 AD9543.PACS or SACS are published to 2 decimal places.  This maintains
 AD9543.centimeter relative accuracy between the PACS and SACS.  It does
 AD9543.not indicate centimeter accuracy relative to other marks which are
 AD9543.part of the NAVD 88 network.
 AD9543
 AD9543.Photographs are available for this station.
 AD9543
 AD9543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9543
 AD9543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9543
 AD9543.The ellipsoidal height was determined by GPS observations
 AD9543.and is referenced to NAD 83.
 AD9543
 AD9543.The geoid height was determined by GEOID03.
 AD9543
 AD9543;                    North         East     Units Scale Factor Converg.
 AD9543;SPC WA S     -   189,762.840   497,344.458   MT  0.99994618   -0 01 31.4
 AD9543;SPC WA S     -   622,580.25  1,631,704.28   sFT  0.99994618   -0 01 31.4
 AD9543;UTM  10      - 5,212,620.586   687,261.383   MT  1.00003100   +1 48 16.3
 AD9543
 AD9543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9543!SPC WA S     -   0.99991829  x   0.99994618  =   0.99986448
 AD9543!UTM  10      -   0.99991829  x   1.00003100  =   0.99994929
 AD9543
 AD9543                          SUPERSEDED SURVEY CONTROL
 AD9543
 AD9543  NAD 83(1998)-  47 02 26.02315(N)    120 32 05.79949(W) AD(       ) 1
 AD9543  ELLIP H (07/23/97)  521.33   (m)                       GP(       ) 3 1
 AD9543
 AD9543.Superseded values are not recommended for survey control.
 AD9543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9543.See file dsdata.txt to determine how the superseded data were derived.
 AD9543
 AD9543_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8726112621(NAD 83)
 AD9543_MARKER: DQ = CALIBRATION BASE LINE DISK
 AD9543_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AD9543_STAMPING: 1180 M. 1987
 AD9543_MARK LOGO: NGS   
 AD9543_PROJECTION: FLUSH
 AD9543_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9543+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AD9543
 AD9543  HISTORY     - Date     Condition        Report By
 AD9543  HISTORY     - 1987     MONUMENTED       NGS
 AD9543  HISTORY     - 19960803 GOOD             CHANCE
 AD9543  HISTORY     - 19970828 GOOD             NGS
 AD9543  HISTORY     - 20031010 GOOD             NGS
 AD9543
 AD9543                          STATION DESCRIPTION
 AD9543
 AD9543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AD9543'THIS BASE LINE IS LOCATED  59.2 KM. ( 37.0 MI. ) NORTH OF YAKIMA, 14.4
 AD9543'KM. ( 9.0 MI. ) EAST OF THORPE AND 9.6 KM. ( 6.0 MI. ) WEST OF
 AD9543'KITTITAS AT THE KITTITAS COUNTY AIRPORT/BOWERS FIELD.
 AD9543' 
 AD9543'THIS BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON
 AD9543'THE SOUTHEAST END. THE BASE LINE CONSISTS OF POINTS AT THE 0, 150, 430
 AD9543'AND 1180  METER POINTS. ALL POINTS ARE SET IN LINE AND PARALLEL TO A
 AD9543'TAXIWAY.
 AD9543' 
 AD9543'TO REACH THIS BASE LINE FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 AD9543'CANYON ROAD. GO NORTH ON CANYON ROAD FOR 1.3 KM. ( 0.8 MI. ) WHERE
 AD9543'CANYON ROAD WILL TURN INTO MAIN STREET. CONTINUE STRAIGHT AHEAD ON
 AD9543'MAIN STREET FOR 1.6  KM. ( 1.0 MI. ) WHERE MAIN STREET WILL TURN INTO
 AD9543'-A- STREET. CONTINUE STRAIGHT AHEAD ON -A- STREET FOR 0.6 KM. ( 0.4
 AD9543'MI. ) TO THE T-JUNCTION OF -A- STREET AND 14TH AVENUE. TURN RIGHT AND
 AD9543'GO EAST ON 14TH AVENUE FOR 0.6 KM. ( 0.4 MI. ) TO WALNUT STREET. TURN
 AD9543'LEFT AND GO NORTH ON WALNUT STREET FOR 1.0 KM. ( 0.6 MI. ) WHERE
 AD9543'WALNUT STREET WILL TURN INTO AIRPORT ROAD. CONTINUE  STRAIGHT AHEAD ON
 AD9543'AIRPORT ROAD FOR 0.6 KM. (0.4 MI. ) TO THE INTERSECTION OF BENDER
 AD9543'ROAD/SANDERS ROAD ( BENDER ROAD LEADS WEST AND SANDERS ROAD LEADS EAST
 AD9543'). TURN RIGHT AND GO EAST ON SANDERS ROAD FOR 1.6 KM. ( 1.0 MI. ) TO
 AD9543'THE JUNCTION OF LOOK ROAD. TURN LEFT AND GO NORTHERLY ON LOOK ROAD FOR
 AD9543'2.1 KM. TO BRICK MILL ROAD ON THE RIGHT AND A GRAVEL ACCESS ROAD WITH
 AD9543'A GATE ON THE LEFT. GO LEFT, GOING THRU THE GATE, AND GO WESTERLY ON
 AD9543'THE GRAVEL ROAD FOR 17.4 M. ( 57.0 FT. ) WHERE YOU WILL CROSS A SMALL
 AD9543'WOODEN BRIDGE. CONTINUE AHEAD AND GO WESTERLY ON THE GRAVEL ROAD FOR
 AD9543'0.1 KM. ( 0.05 MI. ) TO A ABANDONED TAXIWAY. CROSS THE TAXIWAY AND GO
 AD9543'WESTERLY ON A SECOND TAXIWAY FOR 0.6  KM. ( 0.4 MI. ) TO A LOCKED GATE
 AD9543'IN THE FENCELINE. GO STRAIGHT AHEAD, PASSING THRU THE GATE, FOR 0.1
 AD9543'KM. ( 0.05 MI. ) TO A THIRD TAXIWAY. TURN LEFT AND GO SOUTHEAST ON THE
 AD9543'TAXIWAY FOR 0.4 KM. ( 0.25 MI. ) TO THE 0 METER POINT ON THE RIGHT.
 AD9543' 
 AD9543'THE 1180 METER POINT IS A STANDARD NGS DISK STAMPED-- 1180 M, 1987 --,
 AD9543'SET INTO THE TOP OF A IRREGULAR MASS OF CONCRETE MEASURING 1.4 M. (
 AD9543'4.6 FT. ) IN DIAMETER THAT IS FLUSH WITH THE GROUND. IT IS LOCATED 9.7
 AD9543'M. ( 31.8 FT. ) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY AND 1.25 M.
 AD9543'( 4.1 FT. ) NORTHEAST OF THE WITNESS POST.
 AD9543' 
 AD9543'USER NOTES-- PERMISSION, ACCESS AND THE KEYS TO THE GATE MUST BE
 AD9543'OBTAINED FROM ROBERT (BOB) SAY OR STEVEN CHANDLER OF THE KITTITAS
 AD9543'COUNTY DEPARTMENT OF  PUBLIC WORKS, TELEPHONE ( 509 ) 962-6811 EXT.
 AD9543'205, BEFORE USING THIS BASE LINE. ALSO, THIS BASE LINE IS LOCATED AT
 AD9543'THE COUNTY AIRPORT AND SAFETY PRECAUTIONS SHOULD BE TAKEN WHILE USING
 AD9543'THIS BASE LINE.
 AD9543' 
 AD9543'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH KITTITAS COUNTY
 AD9543'DEPARTMENT OF PUBLIC WORKS. FOR FURTHER INFORMATION, PLEASE CONTACT-
 AD9543'MR. ROBERT (BOB) SAY OR STEVEN CHANDLER, DEPARTMENT OF PUBLIC WORKS,
 AD9543'205 WEST FIFTH, ELLENSBURG, WASHINGTON 98926, TELEPHONE 509-962-6811
 AD9543'EXTENSION 205.
 AD9543
 AD9543                          STATION RECOVERY (1996)
 AD9543
 AD9543'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AD9543'THE STATION LOCATED 28 MILES (45.1 KM) NORTH OF YAKIMA, 22 MILES (35.4
 AD9543'KM) SOUTHEAST OF CLE ELUM, IN NORTHEAST ELLENSBURG, AT BOWERS FIELD,
 AD9543'ELLENSBURG, MARLA PARSEL - PUBLIC WORKS ADMINISTRATOR, 509-962-7523
 AD9543'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 90 AND CANYON
 AD9543'ROAD SOUTH OF ELLENSBURG, PROCEED NORTH ON CANYON ROAD 2.25 MILES
 AD9543'(3.62 KM) TO A T INTERSECTION WITH 14TH AVENUE, TURN RIGHT AND PROCEED
 AD9543'EAST ALONG 14TH AVE 0.25 MILES (0.40 KM) TO D STREET, TURN LEFT AND
 AD9543'PROCEED NORTH ON D STREET 0.3 MILES (0.5 KM) TO 18TH AVE, TURN RIGHT
 AD9543'AND PROCEED EAST 0.15 MILES (0.24 KM) TO WALNUT STREET, TURN LEFT AND
 AD9543'PROCEED NORTH 1.25 MILES (2.01 KM) ALONG WALNUT ST /AIRPORT ROAD TO A
 AD9543'90 DEGREE TURN TO THE EAST WHERE BOWERS ROAD BEGINS, PROCEED EAST ON
 AD9543'BOWERS RD 0.3 MILES (0.5 KM) TO AN ENTRANCE RD, TURN LEFT AND PROCEED
 AD9543'NORTH 0.1 MILES (0.2 KM) THROUGH ENTRANCE GATE TO A HANGAR ACCESS
 AD9543'ROAD, TURN RIGHT AND PROCEED EAST 0.05 MILES (0.08 KM) TO THE RAMP
 AD9543'AREA, TURN LEFT AND PROCEED NORTH 0.05 MILES (0.08 KM) ON RAMP TO
 AD9543'JUNCTION WITH TAXIWAY A, TURN LEFT AND PROCEED WEST 0.05 MILES (0.08
 AD9543'KM) TO TAXIWAY D, TURN RIGHT AND PROCEED NORTH ON TAXWAY D 0.1 MILES
 AD9543'(0.2 KM) TO RUNWAY 7-25, CROSS RUNWAY 7-25 ONTO TAXIWAY F AND CONTINUE
 AD9543'0.35 MI (0.56 KM) TO RUNWAY 11-29, TURN LEFT AND PROCEED NORTHWEST ON
 AD9543'RUNWAY 11-29 0.5 MI (0.8 KM) TO THE END OF THE RUNWAY AND AN ABANDONED
 AD9543'TAXIWAY ON THE ON THE RIGHT.  TURN RIGHT AND FOLLOW THIS TAXIWAY EAST
 AD9543'THEN SOUTHEAST 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT  THE
 AD9543'STATION IS A STANDARD NGS CALIBRATION BASELINE DISK SET IN TOP OF AN
 AD9543'IRREGULAR MASS OF CONCRETE, APPROXIMATELY 1 M (3.3 FT) IN DIAMETER,
 AD9543'SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED 1.25 M (4.10 FT)
 AD9543'NORTH OF A CARSONITE WITNESS POST, 2.35 M (7.71 FT) SOUTHWEST OF THE
 AD9543'EDGE OF THE TAXIWAY, 6.5 M (21.3 FT) SOUTHWEST OF A P-K NAIL SET IN
 AD9543'THE TAXIWAY, 34.2 M (112.2 FT) SOUTHWEST OF A FENCELINE, AND 54.5 M
 AD9543'(178.8 FT) NORTHWEST OF THE CENTERLINE OF AN OLD PAVED TRACK  THE
 AD9543'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AD9543'WASHINGTON ANA SURVEYS 1996
 AD9543
 AD9543                          STATION RECOVERY (1997)
 AD9543
 AD9543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AD9543'RECOVERED AS DESCRIBED.
 AD9543
 AD9543                          STATION RECOVERY (2003)
 AD9543
 AD9543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (TGW)
 AD9543'RECOVERED AS DESCRIBED.
 AD9543'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1152 ***********************************************************************
 SX1152  DESIGNATION -  ELLENSBURG RADIO STA KXLE MAST
 SX1152  PID         -  SX1152
 SX1152  STATE/COUNTY-  WA/KITTITAS
 SX1152  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX1152
 SX1152                         *CURRENT SURVEY CONTROL
 SX1152  ___________________________________________________________________
 SX1152* NAD 83(1991)-  47 00 08.98276(N)    120 31 36.01063(W)     ADJUSTED  
 SX1152* NAVD 88     -                                                        
 SX1152  ___________________________________________________________________
 SX1152  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 SX1152  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SX1152
 SX1152  HORZ ORDER  -  THIRD
 SX1152
 SX1152.The horizontal coordinates were established by classical geodetic methods
 SX1152.and adjusted by the National Geodetic Survey in December 1991..
 SX1152
 SX1152
 SX1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1152
 SX1152.The geoid height was determined by GEOID03.
 SX1152
 SX1152;                    North         East     Units Scale Factor Converg.
 SX1152;SPC WA S     -   185,530.891   497,971.829   MT  0.99994112   -0 01 09.7
 SX1152;SPC WA S     -   608,695.93  1,633,762.58   sFT  0.99994112   -0 01 09.7
 SX1152;UTM  10      - 5,208,410.446   688,023.602   MT  1.00003452   +1 48 34.1
 SX1152
 SX1152                          SUPERSEDED SURVEY CONTROL
 SX1152
 SX1152  NAD 83(1986)-  47 00 08.98538(N)    120 31 35.99273(W) AD(       ) 4
 SX1152  NAD 27      -  47 00 09.53900(N)    120 31 31.73900(W) AD(       ) 3
 SX1152
 SX1152.Superseded values are not recommended for survey control.
 SX1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1152.See file dsdata.txt to determine how the superseded data were derived.
 SX1152
 SX1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8802408410(NAD 83)
 SX1152
 SX1152  HISTORY     - Date     Condition        Report By
 SX1152  HISTORY     - 1957     MONUMENTED       CGS
 SX1152  HISTORY     - 1959     SEE DESCRIPTION  CGS
 SX1152  HISTORY     - 1984     GOOD             USPSQD
 SX1152
 SX1152                          STATION DESCRIPTION
 SX1152
 SX1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SX1152'LOCATED 1.1 MILE EAST OF THE JUNCTION OF U.S. HIGHWAYS 10 AND 97, ON
 SX1152'THE NORTH SIDE OF U.S. 10, AND IN THE EASTERN PART OF THE CITY OF
 SX1152'ELLENSBURG.
 SX1152'
 SX1152'OBJECT USED IS THE RED LIGHT CENTERED AT THE TOP OF THE MAST.  THE
 SX1152'MAST IS A THREE-LEGGED STEEL STRUCTURE, GRADUALLY TAPERED FROM ABOUT
 SX1152'8 FEET AT THE BASE TO ABOUT 2 FEET AT THE TOP, PAINTED RED AND
 SX1152'WHITE IN ALTERNATE BANDS.  IT IS 168 FEET IN HEIGHT, SET ON
 SX1152'CONCRETE BLOCKS, AND IS DIRECTLY BEHIND, NORTH, OF A WHITE ONE-STORY
 SX1152'BUILDING WITH LARGE BLACK LETTERS K X L E ACROSS THE FRONT.
 SX1152
 SX1152                          STATION RECOVERY (1959)
 SX1152
 SX1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WTJ)
 SX1152'STATION RECOVERED IN GOOD CONDITION, DESCRIPTION ADEQUATE.
 SX1152
 SX1152                          STATION RECOVERY (1984)
 SX1152
 SX1152'RECOVERY NOTE BY US POWER SQUADRON 1984 (LM)
 SX1152'STATION FOUND GOOD.
 SX1152'
 SX1152'RECOVERED AS DESCRIBED IN 1957 AND 1959, EXCEPT THAT IT IS LOCATED
 SX1152'1.1 MILES EAST OF HWY NO. 97 AND MAIN STREET, ON THE EXTENSION OF
 SX1152'8TH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1059 ***********************************************************************
 SX1059  DESIGNATION -  ELLENSBURG RM 1
 SX1059  PID         -  SX1059
 SX1059  STATE/COUNTY-  WA/KITTITAS
 SX1059  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX1059
 SX1059                         *CURRENT SURVEY CONTROL
 SX1059  ___________________________________________________________________
 SX1059* NAD 83(1991)-  46 59 59.79069(N)    120 31 46.70996(W)     ADJUSTED  
 SX1059* NAVD 88     -       510.527  (meters)    1674.95   (feet)  ADJUSTED  
 SX1059  ___________________________________________________________________
 SX1059  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 SX1059  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 SX1059  DYNAMIC HT  -         510.529 (meters)    1674.96  (feet)  COMP
 SX1059  MODELED GRAV-     980,602.2   (mgal)                       NAVD 88
 SX1059
 SX1059  HORZ ORDER  -  THIRD
 SX1059  VERT ORDER  -  FIRST     CLASS II
 SX1059
 SX1059.The horizontal coordinates were established by classical geodetic methods
 SX1059.and adjusted by the National Geodetic Survey in December 1991..
 SX1059.No horizontal observational check was made to the station.
 SX1059
 SX1059.The orthometric height was determined by differential leveling
 SX1059.and adjusted by the National Geodetic Survey in June 1991..
 SX1059
 SX1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1059
 SX1059.The geoid height was determined by GEOID03.
 SX1059
 SX1059.The dynamic height is computed by dividing the NAVD 88
 SX1059.geopotential number by the normal gravity value computed on the
 SX1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1059.degrees latitude (g = 980.6199 gals.).
 SX1059
 SX1059.The modeled gravity was interpolated from observed gravity values.
 SX1059
 SX1059;                    North         East     Units Scale Factor Converg.
 SX1059;SPC WA S     -   185,247.130   497,745.705   MT  0.99994079   -0 01 17.5
 SX1059;SPC WA S     -   607,764.96  1,633,020.70   sFT  0.99994079   -0 01 17.5
 SX1059;UTM  10      - 5,208,119.586   687,806.628   MT  1.00003352   +1 48 26.0
 SX1059
 SX1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1059!SPC WA S     -   0.99992316  x   0.99994079  =   0.99986395
 SX1059!UTM  10      -   0.99992316  x   1.00003352  =   0.99995668
 SX1059
 SX1059                          SUPERSEDED SURVEY CONTROL
 SX1059
 SX1059  NAD 83(1986)-  46 59 59.79329(N)    120 31 46.69222(W) AD(       ) 3
 SX1059  NGVD 29 (??/??/92)  509.41   (m)         1671.3    (f) COMPUTED    1 2
 SX1059
 SX1059.Superseded values are not recommended for survey control.
 SX1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1059.See file dsdata.txt to determine how the superseded data were derived.
 SX1059
 SX1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8780708120(NAD 83)
 SX1059_MARKER: DR = REFERENCE MARK DISK
 SX1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX1059_STAMPING: ELLENSBURG NO. 1 1941
 SX1059_MARK LOGO: CGS   
 SX1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1059+STABILITY: SURFACE MOTION
 SX1059
 SX1059  HISTORY     - Date     Condition        Report By
 SX1059  HISTORY     - 1941     MONUMENTED       CGS
 SX1059  HISTORY     - 1982     GOOD             NGS
 SX1059  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SX1059
 SX1059                          STATION DESCRIPTION
 SX1059
 SX1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 SX1059'0.6 MI E FROM ELLENSBURG.
 SX1059'14.5 FEET SOUTHWEST OF TRIANGULATION STATION ELLENSBURG DESCRIBED
 SX1059'ABOVE.  A STANDARD REFERENCE-MARK DISK, STAMPED ELLENSBURG NO. 1 1941
 SX1059'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SX1059
 SX1059                          STATION RECOVERY (1982)
 SX1059
 SX1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX1059'RECOVERED IN GOOD CONDITION.
 SX1059
 SX1059                          STATION RECOVERY (1988)
 SX1059
 SX1059'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1060 ***********************************************************************
 SX1060  DESIGNATION -  ELLENSBURG RM 2
 SX1060  PID         -  SX1060
 SX1060  STATE/COUNTY-  WA/KITTITAS
 SX1060  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX1060
 SX1060                         *CURRENT SURVEY CONTROL
 SX1060  ___________________________________________________________________
 SX1060* NAD 83(1991)-  47 00 00.02742(N)    120 31 46.52762(W)     ADJUSTED  
 SX1060* NAVD 88     -       510.545  (meters)    1675.01   (feet)  ADJUSTED  
 SX1060  ___________________________________________________________________
 SX1060  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 SX1060  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 SX1060  DYNAMIC HT  -         510.548 (meters)    1675.02  (feet)  COMP
 SX1060  MODELED GRAV-     980,602.5   (mgal)                       NAVD 88
 SX1060
 SX1060  HORZ ORDER  -  THIRD
 SX1060  VERT ORDER  -  FIRST     CLASS II
 SX1060
 SX1060.The horizontal coordinates were established by classical geodetic methods
 SX1060.and adjusted by the National Geodetic Survey in December 1991..
 SX1060.No horizontal observational check was made to the station.
 SX1060
 SX1060.The orthometric height was determined by differential leveling
 SX1060.and adjusted by the National Geodetic Survey in June 1991..
 SX1060
 SX1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1060
 SX1060.The geoid height was determined by GEOID03.
 SX1060
 SX1060.The dynamic height is computed by dividing the NAVD 88
 SX1060.geopotential number by the normal gravity value computed on the
 SX1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1060.degrees latitude (g = 980.6199 gals.).
 SX1060
 SX1060.The modeled gravity was interpolated from observed gravity values.
 SX1060
 SX1060;                    North         East     Units Scale Factor Converg.
 SX1060;SPC WA S     -   185,254.439   497,749.560   MT  0.99994080   -0 01 17.4
 SX1060;SPC WA S     -   607,788.94  1,633,033.35   sFT  0.99994080   -0 01 17.4
 SX1060;UTM  10      - 5,208,127.015   687,810.248   MT  1.00003354   +1 48 26.2
 SX1060
 SX1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1060!SPC WA S     -   0.99992316  x   0.99994080  =   0.99986396
 SX1060!UTM  10      -   0.99992316  x   1.00003354  =   0.99995669
 SX1060
 SX1060                          SUPERSEDED SURVEY CONTROL
 SX1060
 SX1060  NAD 83(1986)-  47 00 00.03005(N)    120 31 46.50986(W) AD(       ) 3
 SX1060  NGVD 29 (??/??/92)  509.43   (m)         1671.4    (f) COMPUTED    1 2
 SX1060
 SX1060.Superseded values are not recommended for survey control.
 SX1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1060.See file dsdata.txt to determine how the superseded data were derived.
 SX1060
 SX1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8781008127(NAD 83)
 SX1060_MARKER: DR = REFERENCE MARK DISK
 SX1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX1060_STAMPING: ELLENSBURG NO 2 1941
 SX1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1060+STABILITY: SURFACE MOTION
 SX1060
 SX1060  HISTORY     - Date     Condition        Report By
 SX1060  HISTORY     - 1941     MONUMENTED       CGS
 SX1060  HISTORY     - 1944     GOOD             NGS
 SX1060  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX1060  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SX1060
 SX1060                          STATION DESCRIPTION
 SX1060
 SX1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX1060'IN ELLENSBURG.
 SX1060'AT ELLENSBURG, STATION IS LOCATED IN THE EAST EDGE OF THE CITY, FROM
 SX1060'THIRD AND PEARL STREETS FOLLOW THIRD STREET EAST FOR 0.6 MILE, TURN
 SX1060'NORTHEAST ALONG N. POPLAR STREET FOR 0.5 MILE.  STATION IS ON THE WEST
 SX1060'EDGE OF THE BANK LOCATED 0.2 MILE NORTH OF THE AMERICAN LEGION VISTA
 SX1060'HALL WHICH IS LOCATED ON THE WEST EDGE OF BANK JUST EAST OF THE RODEO
 SX1060'GROUNDS, 16.9 FEET NORTHWEST OF TRIANGULATION STATION ELLENSBURG.
 SX1060'TRIANGULATION REFERENCE DISK SET IN TOP OF CONCRETE POST LEVEL WITH
 SX1060'THE GROUND.
 SX1060
 SX1060                          STATION RECOVERY (1982)
 SX1060
 SX1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX1060'NOT RECOVERED.
 SX1060
 SX1060                          STATION RECOVERY (1988)
 SX1060
 SX1060'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1113 ***********************************************************************
 SB1113  DESIGNATION -  ELLENSBURG VISTA HOUSE OBS
 SB1113  PID         -  SB1113
 SB1113  STATE/COUNTY-  WA/KITTITAS
 SB1113  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 SB1113
 SB1113                         *CURRENT SURVEY CONTROL
 SB1113  ___________________________________________________________________
 SB1113* NAD 83(1991)-  46 59 52.40519(N)    120 31 53.86961(W)     ADJUSTED  
 SB1113* NAVD 88     -                                                        
 SB1113  ___________________________________________________________________
 SB1113  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 SB1113  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 SB1113
 SB1113  HORZ ORDER  -  THIRD
 SB1113
 SB1113.The horizontal coordinates were established by classical geodetic methods
 SB1113.and adjusted by the National Geodetic Survey in December 1991..
 SB1113
 SB1113
 SB1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1113
 SB1113.The geoid height was determined by GEOID03.
 SB1113
 SB1113;                    North         East     Units Scale Factor Converg.
 SB1113;SPC WA S     -   185,019.132   497,594.363   MT  0.99994054   -0 01 22.7
 SB1113;SPC WA S     -   607,016.94  1,632,524.17   sFT  0.99994054   -0 01 22.7
 SB1113;UTM  10      - 5,207,886.854   687,662.626   MT  1.00003285   +1 48 20.6
 SB1113
 SB1113                          SUPERSEDED SURVEY CONTROL
 SB1113
 SB1113  NAD 83(1986)-  46 59 52.40826(N)    120 31 53.85240(W) AD(       ) 4
 SB1113  NAD 27      -  46 59 52.95800(N)    120 31 49.60500(W) AD(       ) 3
 SB1113
 SB1113.Superseded values are not recommended for survey control.
 SB1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1113.See file dsdata.txt to determine how the superseded data were derived.
 SB1113
 SB1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8766307887(NAD 83)
 SB1113
 SB1113  HISTORY     - Date     Condition        Report By
 SB1113  HISTORY     - 1941     FIRST OBSERVED   CGS
 SB1113
 SB1113                          STATION DESCRIPTION
 SB1113
 SB1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SB1113'STATION IS THE OBSERVATORY ON THE AMERICAN LEGION VISTA HOUSE IN
 SB1113'ELLENSBURG.  IT IS A LARGE WHITE BUILDING ON A PROMINENT HILL
 SB1113'LYING ABOUT 1/2 MILE E OF THE MAIN PART OF TOWN.  THE OBSERVATORY IS
 SB1113'A SQUARE PROMINENCE PROJECTING ABOVE THE NE CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1153 ***********************************************************************
 SX1153  DESIGNATION -  ELLENSBURG WASH COLL ED BELFRY
 SX1153  PID         -  SX1153
 SX1153  STATE/COUNTY-  WA/KITTITAS
 SX1153  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX1153
 SX1153                         *CURRENT SURVEY CONTROL
 SX1153  ___________________________________________________________________
 SX1153* NAD 83(1991)-  47 00 00.67518(N)    120 32 31.98824(W)     ADJUSTED  
 SX1153* NAVD 88     -                                                        
 SX1153  ___________________________________________________________________
 SX1153  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 SX1153  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SX1153
 SX1153  HORZ ORDER  -  THIRD
 SX1153
 SX1153.The horizontal coordinates were established by classical geodetic methods
 SX1153.and adjusted by the National Geodetic Survey in December 1991..
 SX1153
 SX1153
 SX1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1153
 SX1153.The geoid height was determined by GEOID03.
 SX1153
 SX1153;                    North         East     Units Scale Factor Converg.
 SX1153;SPC WA S     -   185,274.878   496,789.197   MT  0.99994083   -0 01 50.4
 SX1153;SPC WA S     -   607,856.00  1,629,882.56   sFT  0.99994083   -0 01 50.4
 SX1153;UTM  10      - 5,208,116.796   686,849.635   MT  1.00002911   +1 47 52.9
 SX1153
 SX1153                          SUPERSEDED SURVEY CONTROL
 SX1153
 SX1153  NAD 83(1986)-  47 00 00.67801(N)    120 32 31.97082(W) AD(       ) 4
 SX1153  NAD 27      -  47 00 01.22700(N)    120 32 27.72100(W) AD(       ) 3
 SX1153
 SX1153.Superseded values are not recommended for survey control.
 SX1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1153.See file dsdata.txt to determine how the superseded data were derived.
 SX1153
 SX1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8685008117(NAD 83)
 SX1153_MARKER: 75 = BELFRY
 SX1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1153+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 SX1153
 SX1153  HISTORY     - Date     Condition        Report By
 SX1153  HISTORY     - 1941     FIRST OBSERVED   CGS
 SX1153  HISTORY     - 1984     GOOD             USPSQD
 SX1153  HISTORY     - 20050518 GOOD             USPSQD
 SX1153
 SX1153                          STATION DESCRIPTION
 SX1153
 SX1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SX1153'STATION IS THE CENTER OF THE BELFRY ON THE ADMINISTRATION BUILDING
 SX1153'OF THE WASHINGTON COLLEGE OF EDUCATION.  THIS BELFRY IS PROMINENT,
 SX1153'PROJECTING ABOVE THE TOP OF A RED BRICK BUILDING.  IT IS LOCATED ON
 SX1153'THE N SIDE OF U.S. HIGHWAY 10, ABOUT 1/2 MILE NNE OF THE MAIN PART
 SX1153'OF TOWN.
 SX1153
 SX1153                          STATION RECOVERY (1984)
 SX1153
 SX1153'RECOVERY NOTE BY US POWER SQUADRON 1984 (LM)
 SX1153'STATION FOUND GOOD.
 SX1153'
 SX1153'STATION RECOVERED--BELFRY ON THE ADMINISTRATION BUILDING OF CENTRAL
 SX1153'WASHINGTON UNIVERSITY, LOCATED IN THE NE CORNER OF 8TH AVENUE AND D
 SX1153'STREET IN ELLENSBURG.  (STATE HIGHWAY NO. 10 ENDS AT MAIN STREET.)
 SX1153
 SX1153                          STATION RECOVERY (2005)
 SX1153
 SX1153'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 SX1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1112 ***********************************************************************
 SB1112  DESIGNATION -  ELLENSBURG WASH COL OF ED STK
 SB1112  PID         -  SB1112
 SB1112  STATE/COUNTY-  WA/KITTITAS
 SB1112  USGS QUAD   -  ELLENSBURG SOUTH (1978)
 SB1112
 SB1112                         *CURRENT SURVEY CONTROL
 SB1112  ___________________________________________________________________
 SB1112* NAD 83(1991)-  46 59 57.59720(N)    120 32 27.77978(W)     ADJUSTED  
 SB1112* NAVD 88     -                                                        
 SB1112  ___________________________________________________________________
 SB1112  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 SB1112  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SB1112
 SB1112  HORZ ORDER  -  THIRD
 SB1112
 SB1112.The horizontal coordinates were established by classical geodetic methods
 SB1112.and adjusted by the National Geodetic Survey in December 1991..
 SB1112
 SB1112
 SB1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1112
 SB1112.The geoid height was determined by GEOID03.
 SB1112
 SB1112;                    North         East     Units Scale Factor Converg.
 SB1112;SPC WA S     -   185,179.786   496,878.052   MT  0.99994072   -0 01 47.3
 SB1112;SPC WA S     -   607,544.01  1,630,174.08   sFT  0.99994072   -0 01 47.3
 SB1112;UTM  10      - 5,208,024.580   686,941.488   MT  1.00002953   +1 47 55.9
 SB1112
 SB1112                          SUPERSEDED SURVEY CONTROL
 SB1112
 SB1112  NAD 83(1986)-  46 59 57.59998(N)    120 32 27.76251(W) AD(       ) 4
 SB1112  NAD 27      -  46 59 58.14900(N)    120 32 23.51400(W) AD(       ) 3
 SB1112
 SB1112.Superseded values are not recommended for survey control.
 SB1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1112.See file dsdata.txt to determine how the superseded data were derived.
 SB1112
 SB1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8694108025(NAD 83)
 SB1112_MARKER: 63 = STACK
 SB1112
 SB1112  HISTORY     - Date     Condition        Report By
 SB1112  HISTORY     - 1941     FIRST OBSERVED   CGS
 SB1112
 SB1112                          STATION DESCRIPTION
 SB1112
 SB1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SB1112'STATION IS A TALL MASONRY STACK AT THE WASHINGTON COLLEGE OF
 SB1112'EDUCATION.  IT IS LOCATED ABOUT 1/2 MILE NNE OF THE MAIN PART OF
 SB1112'TOWN, ON THE S SIDE OF U.S. HIGHWAY 10.  ABOUT 125 FEET HIGH, AND
 SB1112'GREY IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1634 ***********************************************************************
 SY1634  DESIGNATION -  ELLINOR
 SY1634  PID         -  SY1634
 SY1634  STATE/COUNTY-  WA/MASON
 SY1634  USGS QUAD   -  MOUNT SKOKOMISH (1990)
 SY1634
 SY1634                         *CURRENT SURVEY CONTROL
 SY1634  ___________________________________________________________________
 SY1634* NAD 83(1991)-  47 31 17.88480(N)    123 15 38.43803(W)     ADJUSTED  
 SY1634* NAVD 88     -      1812.2    (meters)    5946.     (feet)  VERTCON   
 SY1634  ___________________________________________________________________
 SY1634  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 SY1634  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 SY1634
 SY1634  HORZ ORDER  -  FIRST
 SY1634
 SY1634.The horizontal coordinates were established by classical geodetic methods
 SY1634.and adjusted by the National Geodetic Survey in December 1991..
 SY1634
 SY1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1634
 SY1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1634
 SY1634.The geoid height was determined by GEOID03.
 SY1634
 SY1634;                    North         East     Units Scale Factor Converg.
 SY1634;SPC WA S     -   246,883.957   292,118.545   MT  1.00004856   -2 00 19.2
 SY1634;SPC WA S     -   809,985.12    958,392.26   sFT  1.00004856   -2 00 19.2
 SY1634;SPC WA N     -    60,879.312   317,221.431   MT  0.99999603   -1 48 25.9
 SY1634;SPC WA N     -   199,734.88  1,040,750.64   sFT  0.99999603   -1 48 25.9
 SY1634;UTM  10      - 5,263,167.056   480,375.576   MT  0.99960473   -0 11 32.1
 SY1634
 SY1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1634!SPC WA S     -   0.99971924  x   1.00004856  =   0.99976779
 SY1634!SPC WA N     -   0.99971924  x   0.99999603  =   0.99971527
 SY1634!UTM  10      -   0.99971924  x   0.99960473  =   0.99932408
 SY1634
 SY1634:                Primary Azimuth Mark                     Grid Az
 SY1634:SPC WA S     -  MT WASHINGTON 1955                       047 27 02.5
 SY1634:SPC WA N     -  MT WASHINGTON 1955                       047 15 09.2
 SY1634:UTM  10      -  MT WASHINGTON 1955                       045 38 15.4
 SY1634
 SY1634|---------------------------------------------------------------------|
 SY1634| PID    Reference Object                     Distance      Geod. Az  |
 SY1634|                                                           dddmmss.s |
 SY1634| SY1629 MT WASHINGTON 1955                  APPROX. 1.5 KM 0452643.3 |
 SY1634| SY1633 VA 5940                              12.307 METERS 19413     |
 SY1634| SY1824 CAPITOL PEAK                        APPROX.17.8 KM 2592309.6 |
 SY1634| DD9666 ELLINOR RM 1                          3.859 METERS 32437     |
 SY1634|---------------------------------------------------------------------|
 SY1634
 SY1634                          SUPERSEDED SURVEY CONTROL
 SY1634
 SY1634  NAD 83(1986)-  47 31 17.88122(N)    123 15 38.44633(W) AD(       ) 1
 SY1634  NAD 27      -  47 31 18.55500(N)    123 15 33.86300(W) AD(       ) 1
 SY1634  NGVD 29 (07/19/86) 1811.0    (m)         5942.     (f) VERT ANG       
 SY1634
 SY1634.Superseded values are not recommended for survey control.
 SY1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1634.See file dsdata.txt to determine how the superseded data were derived.
 SY1634
 SY1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT8037663167(NAD 83)
 SY1634_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1634_SETTING: 66 = SET IN ROCK OUTCROP
 SY1634
 SY1634  HISTORY     - Date     Condition        Report By
 SY1634  HISTORY     - 1954     MONUMENTED       CGS
 SY1634  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY1634
 SY1634                          STATION DESCRIPTION
 SY1634
 SY1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RLE)
 SY1634'THE STATION IS NEAR THE SUMMIT OF MT ELLINOR ABOUT 12 MILES
 SY1634'NORTH-NORTHWEST OF HOODSPORT, 8 MILES WEST OF THE HOOD CANAL, 2
 SY1634'MILES NORTH OF THE CUSHMAN RESERVOIR AND 1 MILE SOUTHWEST OF
 SY1634'MT. WASHINGTON WHICH IS THE HIGHEST MOUNTAIN IN THE NEAR
 SY1634'VICINITY.  IT IS ABOUT 6 FEET BELOW THE HIGHEST POINT OF THE
 SY1634'MOUNTAIN ON A SMALL FLAT AREA WHICH IS SURROUNDED BY LARGE ROCKS
 SY1634'AND SCRUB TREES.  IT IS A STANDARD BRONZE DISK CEMENTED IN A
 SY1634'DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS STAMPED
 SY1634'ELLINOR 1954.
 SY1634'
 SY1634'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 SY1634'STATION.  IT IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN
 SY1634'OUTCROPPING BEDROCK AND THE DISK IS STAMPED ELLINOR NO 1 1954.
 SY1634'
 SY1634'VA 5940 (USGS) WAS USED AS REFERENCE MARK NO. 2.  IT IS A STANDARD
 SY1634'U.S. GEOLOGICAL SURVEY BENCH MARK DISK CEMENTED IN A DRILL HOLE
 SY1634'IN A MASSIVE ROCK OUTCROP ABOUT 3 FEET WEST AND 2 FEET BELOW THE
 SY1634'HIGHEST POINT OF THE MOUNTAIN AND IS STAMPED VA 5940.  A TRAVERSE
 SY1634'CONNECTION WAS MADE TO THE MARK.
 SY1634'
 SY1634'THE HIGHEST POINT OF MT. WASHINGTON WAS USED AS THE AZIMUTH
 SY1634'MARK.  THIS POINT IS THE POINT OF THE CHIN ON THE ROCK FORMATION
 SY1634'RESEMBLING THE LIKENESS OF WASHINGTONS FACE.
 SY1634'
 SY1634'TO REACH THE STATION FROM THE POST OFFICE IN HOODSPORT, GO NORTH
 SY1634'ON U.S. HIGHWAY NO. 101 FOR 0.05 MILE TO A HARDTOPPED ROAD LEFT
 SY1634'AT A SIGN OLYMPIC NATIONAL PARK AND LAKE CUSHMAN 4 MILES.  HERE
 SY1634'TURN LEFT AND GO WEST FOR 4.0 MILES TO A FORK AND THE END OF THE
 SY1634'PAVEMENT, TURN RIGHT NORTHWESTERLY FOR 0.65 MILE TO A FORK, KEEP
 SY1634'RIGHT FORK AND GO 2.65 MILES TO A FORK.  HERE BEAR TO THE RIGHT
 SY1634'ON A GRAVELED ROAD FOR 1.85 MILES TO A FORK AND A SIDE ROAD LEFT,
 SY1634'TURN LEFT AND GO WESTERLY FOR 0.2 MILE TO A BRIDGE OVER BIG CREEK
 SY1634'AND THE OLYMPIC NATIONAL FORREST BOUNDRY MARKER, CONTINUE
 SY1634'STRAIGHT AHEAD FOR 0.65 MILE TO A SIDE ROAD RIGHT AT A SIGN
 SY1634'MT. ELLINOR TRAIL, TURN RIGHT AND GO NORTH 0.2 MILE TO A ROAD
 SY1634'RIGHT AND THE END OF COMMERCIAL TRUCK TRAVEL.  FROM THIS POINT
 SY1634'IT IS POSSIBLE WITH A FOUR-WHEEL DRIVE VEHICLE TO DRIVE NORTH
 SY1634'AND WESTERLY ON A VERY STEEP, ROCKY TRAIL ROAD FOR 1.0 MILE
 SY1634'TO A POINT JUST AFTER CROSSING OVER A SMALL WOODEN BRIDGE AND
 SY1634'THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 SY1634'NORTHERLY ON A TRAIL THROUGH A LOGGED OFF AREA (KEEPING
 SY1634'ABOVE BIG CREEK AND OLD LOGGING ROAD) FOR ABOUT 0.25 MILE TO
 SY1634'WHERE THE TRAIL SWINGS BACK TO THE LEFT THROUGH AN OPEN AREA,
 SY1634'FOLLOW TRAIL SOUTHWESTERLY AND SOUTH INTO THE WOODS.  CONTINUE
 SY1634'ON SWITCH-BACK TRAIL WESTERLY AND NORTHWEST THROUGH THE WOODS
 SY1634'TO WHERE IT ENTERS INTO A SMALL MEADOW (ABOUT 4-1/2 HOURS PACK
 SY1634'TO THIS POINT).  FROM THE SMALL MEADOW PACK NORTHERLY UP A
 SY1634'STEEP, ROCKY RAVINE TO A FLAT AREA AND LARGE SNOW PATCH, HERE
 SY1634'TURN LEFT AND PACK WESTERLY ACROSS SNOW AND ROCK THROUGH A
 SY1634'DEEP NOTCH IN PROJECTING ROCK, HERE PICK WAY ACROSS SNOW AND
 SY1634'ROCK UP THE RIDGE TO THE SUMMIT OF THE MOUNTAIN AND THE STATION
 SY1634'AS DESCRIBED.  THE TOTAL PACK TIME FOR THIS STATION WITH
 SY1634'OBSERVING GEAR IS ABOUT 6 HOURS.
 SY1634'
 SY1634'NOTE--IF TRAIL IS CLEARED OF FALLEN TREES, HORSES CAN BE TAKEN
 SY1634'TO THE SMALL MEADOW WHERE A GOOD CAMP SITE IS AVAILABLE.
 SY1634
 SY1634                          STATION RECOVERY (1955)
 SY1634
 SY1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY1634'THE STATION MARK, REFERENCE MARK 1, AND VA 5940 (USGS) WERE
 SY1634'RECOVERED IN GOOD CONDITION.  THE CAIRN ON MT. WASHINGTON WAS
 SY1634'NOT VISITED BUT WAS CUT IN WITH SIXTEEN POSITIONS.  THE 1954
 SY1634'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING MODIFICATIONS--
 SY1634'
 SY1634'THE HORSE TRAIL WAS CLEARED TO THE SMALL MEADOW (AUGUST
 SY1634'1955).  THIS PART OF THE PACK TAKES ABOUT 3 HOURS BY HORSES.  THE
 SY1634'PART FROM THE SMALL MEADOW TO THE STATION TAKES ABOUT 3 HOURS
 SY1634'TO BACK PACK INSTEAD OF 1-1/2 HOURS AS WAS STATED IN THE 1954
 SY1634'DESCRIPTION.  THERE IS A GOOD HELLICOPTER LANDING SPOT ABOUT 100
 SY1634'YARDS EAST OF THE STATION.  A GOOD TAKE OFF SPOT WOULD BE AT OR
 SY1634'NEAR THE BRIDGE MENTIONED AS THE ETT FOR 4-WHEEL DRIVE TRUCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1379 ***********************************************************************
 SC1379  DESIGNATION -  ELLIS
 SC1379  PID         -  SC1379
 SC1379  STATE/COUNTY-  WA/COWLITZ
 SC1379  USGS QUAD   -  KALAMA (1990)
 SC1379
 SC1379                         *CURRENT SURVEY CONTROL
 SC1379  ___________________________________________________________________
 SC1379* NAD 83(1991)-  46 00 22.91513(N)    122 50 40.37976(W)     ADJUSTED  
 SC1379* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 SC1379  ___________________________________________________________________
 SC1379  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 SC1379  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 SC1379
 SC1379  HORZ ORDER  -  SECOND
 SC1379
 SC1379.The horizontal coordinates were established by classical geodetic methods
 SC1379.and adjusted by the National Geodetic Survey in December 1991..
 SC1379
 SC1379.The orthometric height was scaled from a topographic map.
 SC1379
 SC1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1379
 SC1379.The geoid height was determined by GEOID03.
 SC1379
 SC1379;                    North         East     Units Scale Factor Converg.
 SC1379;SPC WA S     -    77,506.145   318,437.301   MT  0.99996526   -1 42 11.1
 SC1379;SPC WA S     -   254,284.74  1,044,739.71   sFT  0.99996526   -1 42 11.1
 SC1379;SPC OR N     -   262,637.009 2,318,429.447   MT  1.00000162   -1 39 45.8
 SC1379;SPC OR N     -   861,669.98  7,606,395.82   iFT  1.00000162   -1 39 45.8
 SC1379;UTM  10      - 5,094,766.468   512,035.478   MT  0.99960178   +0 06 42.6
 SC1379
 SC1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1379!SPC WA S     -   0.99999856  x   0.99996526  =   0.99996382
 SC1379!SPC OR N     -   0.99999856  x   1.00000162  =   1.00000018
 SC1379!UTM  10      -   0.99999856  x   0.99960178  =   0.99960034
 SC1379
 SC1379:                Primary Azimuth Mark                     Grid Az
 SC1379:SPC WA S     -  KALAMA SCH NEW BLDG FLAG                 062 50 11.7
 SC1379:SPC OR N     -  KALAMA SCH NEW BLDG FLAG                 062 47 46.4
 SC1379:UTM  10      -  KALAMA SCH NEW BLDG FLAG                 061 01 18.0
 SC1379
 SC1379|---------------------------------------------------------------------|
 SC1379| PID    Reference Object                     Distance      Geod. Az  |
 SC1379|                                                           dddmmss.s |
 SC1379| SC1382 KALAMA SCH NEW BLDG FLAG            455.579 METERS 0610800.6 |
 SC1379| SC1345 KALAMA HS SE BLDG FLAGSTAFF         449.467 METERS 0663319.9 |
 SC1379| CE3548 ELLIS RM 1                            7.518 METERS 09521     |
 SC1379| CE3549 ELLIS RM 2                            6.715 METERS 16558     |
 SC1379| SC1333 KALAMA CHAN S R RNG LT              119.746 METERS 17449     |
 SC1379| RD3803 DIKE 36.3 DOLPHIN NE END            APPROX. 2.4 KM 1821930.2 |
 SC1379| RD3805 HUNTER BAR DIKE 4 LIGHT             APPROX. 2.0 KM 1890038.8 |
 SC1379| RD3804 DIKE 36.9A BEACON                   APPROX. 1.5 KM 2000703.8 |
 SC1379| RD3819 HUNTER BAR DIKE 1 LIGHT             APPROX. 1.8 KM 2015324.9 |
 SC1379| RD3817 HUNTER BAR DIKE 2 BEACON            APPROX. 2.0 KM 2040916.5 |
 SC1379| SC1363 KALAMA DEPOT ELEVATED RED TANK      125.211 METERS 23215     |
 SC1379| SC1377 KALAMA BLUE RIBBON CO TALL STK      182.772 METERS 23340     |
 SC1379| SC1346 SMOKE USE                           APPROX. 2.5 KM 2905758.1 |
 SC1379| SC1419 PRESCOTT RESET                      APPROX. 7.2 KM 3011151.7 |
 SC1379| SC1367 GOBLE DOLPHIN USE                   APPROX. 2.1 KM 3032325.2 |
 SC1379| SC1338 KALAMA AIRWAY BEACON                APPROX. 1.9 KM 3234826.1 |
 SC1379| SC1332 KALAMA DEPOT TANK                   418.452 METERS 3263657.0 |
 SC1379| SC1467 PRESCOTT BEAVER LUMBER W STK        APPROX. 6.2 KM 3263644.8 |
 SC1379|---------------------------------------------------------------------|
 SC1379
 SC1379                          SUPERSEDED SURVEY CONTROL
 SC1379
 SC1379  NAD 83(1991)-  46 00 22.91514(N)    122 50 40.37976(W) AD(       ) 2
 SC1379  NAD 83(1986)-  46 00 22.93228(N)    122 50 40.37680(W) AD(       ) 2
 SC1379  NAD 27      -  46 00 23.51800(N)    122 50 35.99100(W) AD(       ) 2
 SC1379
 SC1379.Superseded values are not recommended for survey control.
 SC1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1379.See file dsdata.txt to determine how the superseded data were derived.
 SC1379
 SC1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1203594766(NAD 83)
 SC1379_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC1379_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SC1379_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SC1379
 SC1379  HISTORY     - Date     Condition        Report By
 SC1379  HISTORY     - 1934     MONUMENTED       CGS
 SC1379  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1379  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SC1379  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SC1379  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SC1379
 SC1379                          STATION DESCRIPTION
 SC1379
 SC1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 SC1379'STATION IS LOCATED 1/4 MILE S OF THE KALAMA STATE BANK, IN THE TOWN
 SC1379'OF KALAMA, AND ABOUT 100 FEET W OF U.S. HIGHWAY 99, ON TOP OF THE
 SC1379'FIRST LITTLE KNOLL S OF TOWN.
 SC1379'
 SC1379'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE
 SC1379'TOP OF A TILE, AS DESCRIBED IN NOTES 6B AND 13B.
 SC1379'
 SC1379'REACHED FROM KALAMA AS FOLLOWS--FROM THE KALAMA STATE BANK GO S ON
 SC1379'MAIN STREET, OR U.S. HIGHWAY 99, 0.2 MILE, LEAVE TRUCK HERE AND GO UP
 SC1379'KNOLL TO W OF THE ROAD, TO ITS SUMMIT AND THE STATION.
 SC1379
 SC1379                          STATION RECOVERY (1949)
 SC1379
 SC1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1379'STATION IS LOCATED IN THE S PART OF THE TOWN OF KALAMA, ABOUT 100
 SC1379'FEET E OF U.S. HIGHWAYS 99 AND 830, AND ON THE FIRST LITTLE KNOLL
 SC1379'S OF THE BUSINESS DISTRICT.
 SC1379'
 SC1379'STATION MARK IS A BRONZE STATION DISK, STAMPED ELLIS 1934, AND SET IN
 SC1379'THE TOP OF A 4-INCH TILE PIPE WHICH PROJECTS 6 INCHES ABOVE THE
 SC1379'SURFACE.
 SC1379'
 SC1379'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED ELLIS NO 1 1934,
 SC1379'AND SET IN THE TOP OF A 4-INCH TILE PIPE WHICH PROJECTS 6 INCHES.
 SC1379'
 SC1379'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED ELLIS NO 2 1934,
 SC1379'AND SET IN THE TOP OF A 4-INCH TILE PIPE WHICH PROJECTS 6 INCHES.
 SC1379'
 SC1379'TO REACH THE STATION, GO S ON MAIN STREET FROM THE KALAMA BRANCH OF
 SC1379'THE WASHINGTON STATE BANK FOR 0.2 MILE.  PACK TO THE TOP OF THE KNOLL
 SC1379'ON THE RIGHT.
 SC1379'
 SC1379'THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED BUT NO CHECK WAS
 SC1379'MADE ON THE DIRECTIONS.  ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 SC1379
 SC1379                          STATION RECOVERY (1952)
 SC1379
 SC1379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC1379'STATION RECOVERED IN GOOD CONDITION.
 SC1379'
 SC1379'ALL REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 SC1379'
 SC1379'THE STATION IS 100 FEET W OF OLD HIGHWAY 99 AND 60 FEET E OF NEW
 SC1379'HIGHWAY 99.
 SC1379
 SC1379                          STATION RECOVERY (1966)
 SC1379
 SC1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (FAM)
 SC1379'THE STATION MARK, STAMPED ELLIS 1934, REFERENCE MARK NO. 1,
 SC1379'STAMPED ELLIS NO 1 1934 AND REFERENCE MARK NO. 2, STAMPED ELLIS NO
 SC1379'2 1934, WERE RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS
 SC1379'PLACED 1-1/2 FEET SOUTHEAST OF THE STATION MARK.  THE TO REACH IS
 SC1379'ADEQUATE FOR RECOVERY.
 SC1379
 SC1379                          STATION RECOVERY (1967)
 SC1379
 SC1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SC1379'THE STATION MARK, STAMPED ELLIS 1934, WAS RECOVERED IN GOOD
 SC1379'CONDITION.  THE REFERENCE MARKS HAD BEEN DISTURBED BY HEAVY
 SC1379'MACHINERY.  THE STATION WAS DESTROYED TO PERMIT HIGHWAY
 SC1379'CONSTRUCTION FOR WHICH ELLIS 2 WAS ESTABLISHED, SEE DESCRIPTION
 SC1379'THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1347 ***********************************************************************
 SC1347  DESIGNATION -  ELLIS 2
 SC1347  PID         -  SC1347
 SC1347  STATE/COUNTY-  WA/COWLITZ
 SC1347  USGS QUAD   -  KALAMA (1990)
 SC1347
 SC1347                         *CURRENT SURVEY CONTROL
 SC1347  ___________________________________________________________________
 SC1347* NAD 83(1991)-  46 00 22.68804(N)    122 50 39.17720(W)     ADJUSTED  
 SC1347* NAVD 88     -        30.4    (meters)     100.     (feet)  VERTCON   
 SC1347  ___________________________________________________________________
 SC1347  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 SC1347  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 SC1347
 SC1347  HORZ ORDER  -  SECOND
 SC1347
 SC1347.The horizontal coordinates were established by classical geodetic methods
 SC1347.and adjusted by the National Geodetic Survey in December 1991..
 SC1347
 SC1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1347
 SC1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1347
 SC1347.The geoid height was determined by GEOID03.
 SC1347
 SC1347;                    North         East     Units Scale Factor Converg.
 SC1347;SPC WA S     -    77,498.368   318,462.954   MT  0.99996527   -1 42 10.2
 SC1347;SPC WA S     -   254,259.23  1,044,823.87   sFT  0.99996527   -1 42 10.2
 SC1347;SPC OR N     -   262,629.250 2,318,455.106   MT  1.00000161   -1 39 44.9
 SC1347;SPC OR N     -   861,644.52  7,606,480.01   iFT  1.00000161   -1 39 44.9
 SC1347;UTM  10      - 5,094,759.510   512,061.354   MT  0.99960179   +0 06 43.5
 SC1347
 SC1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1347!SPC WA S     -   0.99999866  x   0.99996527  =   0.99996393
 SC1347!SPC OR N     -   0.99999866  x   1.00000161  =   1.00000027
 SC1347!UTM  10      -   0.99999866  x   0.99960179  =   0.99960045
 SC1347
 SC1347|---------------------------------------------------------------------|
 SC1347| PID    Reference Object                     Distance      Geod. Az  |
 SC1347|                                                           dddmmss.s |
 SC1347| CE3550 ELLIS 2 RM 3                          5.052 METERS 09234     |
 SC1347| CE3551 ELLIS 2 RM 4                          6.116 METERS 16756     |
 SC1347| RD3912 AHLE POINT LIGHT 49                 APPROX. 0.9 KM 1825909.3 |
 SC1347| SC1379 ELLIS                                26.806 METERS 28510     |
 SC1347| SC1499 TROJAN NUCLEAR PLT MET TWR          APPROX. 4.3 KM 3131904.5 |
 SC1347| SC1501 COFFIN ROCK LIGHT 42                APPROX. 4.2 KM 3170947.4 |
 SC1347| SC1500 TROJAN NUCLEAR PLT COOL TWR         APPROX. 4.8 KM 3183606.7 |
 SC1347| SC1343 DRAYS MOUND RESET                   APPROX. 4.3 KM 3424149.8 |
 SC1347|---------------------------------------------------------------------|
 SC1347
 SC1347                          SUPERSEDED SURVEY CONTROL
 SC1347
 SC1347  NAD 83(1991)-  46 00 22.68805(N)    122 50 39.17720(W) AD(       ) 2
 SC1347  NAD 83(1986)-  46 00 22.70501(N)    122 50 39.17326(W) AD(       ) 2
 SC1347  NAD 27      -  46 00 23.29089(N)    122 50 34.78852(W) AD(       ) 2
 SC1347  NGVD 29 (07/19/86)   29.4    (m)           96.     (f) VERT ANG       
 SC1347
 SC1347.Superseded values are not recommended for survey control.
 SC1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1347.See file dsdata.txt to determine how the superseded data were derived.
 SC1347
 SC1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1206194760(NAD 83)
 SC1347_MARKER: DD = SURVEY DISK
 SC1347_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC1347_SP_SET: METAL PIPE IN CONCRETE
 SC1347_STAMPING: ELLIS 2 1967
 SC1347_MARK LOGO: CGS   
 SC1347_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC1347+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1989
 SC1347
 SC1347  HISTORY     - Date     Condition        Report By
 SC1347  HISTORY     - 1967     MONUMENTED       CGS
 SC1347  HISTORY     - 1967     GOOD             CGS
 SC1347  HISTORY     - 1969     SEE DESCRIPTION  LOCENG
 SC1347  HISTORY     - 19890822 GOOD             MGSINC
 SC1347  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 SC1347
 SC1347                          STATION DESCRIPTION
 SC1347
 SC1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SC1347'THE STATION IS IN THE SOUTHWEST PART OF KLAMA ON THE HIGHWAY
 SC1347'RIGHT-OF-WAY.
 SC1347'
 SC1347'TO REACH THE STATION FROM THE KLAMA POST OFFICE GO SOUTH ON FIRST
 SC1347'STREET FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 SC1347'
 SC1347'THE STATION MARK, STAMPED ELLIS 2 1967, IS 110 FEET WEST OF THE
 SC1347'CENTER OF FIRST STREET, 100 FEET EAST OF THE PROPOSED CENTER OF THE
 SC1347'EXIT OF KLAMA FROM INTERSTATE 5, 20 FEET WEST OF A MAPLE TREE WITH A
 SC1347'TRIANGLE BLAZE, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE AND 1 FOOT
 SC1347'NORTH OF A METAL WITNESS POST SET IN A 12-INCH SQUARE CONCRETE
 SC1347'MONUMENT THAT PROJECTS 3 INCHES.
 SC1347'
 SC1347'REFERENCE MARK NO. 3, STAMPED ELLIS 2 NO 3 1967, IS 16.5 FEET EAST OF
 SC1347'THE WITNESS POST, 7 FEET SOUTHWEST OF THE MAPLE TREE WITH THE
 SC1347'TRIANGLE BLAZE AND 2 FEET LOWER THAN THE STATION, CEMENTED IN A
 SC1347'4-INCH CAST-IRON SOIL PIPE THAT IS SET IN A CONCRETE BASE AND
 SC1347'PROJECTS 5 INCHES.
 SC1347'
 SC1347'REFERENCE MARK NO. 4, STAMPED ELLIS 2 NO 4 1967, IS 2 FEET WEST OF
 SC1347'THE RIGHT-OF-WAY FENCE, 0.5 FOOT NORTH OF A METAL WITNESS POST AND 4
 SC1347'FEET BELOW STATION ELEVATION, CEMENTED IN A 4-INCH CAST-IRON SOIL
 SC1347'PIPE THAT IS SET IN A CONCRETE BASE AND PROJECTS 5 INCHES.
 SC1347'
 SC1347'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 22.57 FEET.
 SC1347
 SC1347                          STATION RECOVERY (1967)
 SC1347
 SC1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 SC1347'RECOVERED IN GOOD CONDITION.
 SC1347
 SC1347                          STATION RECOVERY (1969)
 SC1347
 SC1347'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 SC1347'STATION IN GOOD CONDITION.
 SC1347
 SC1347                          STATION RECOVERY (1989)
 SC1347
 SC1347'RECOVERY NOTE BY MINISTER AND GLAESER 1989
 SC1347'RECOVERED IN GOOD CONDITION.
 SC1347
 SC1347                          STATION RECOVERY (2002)
 SC1347
 SC1347'RECOVERY NOTE BY US POWER SQUADRON 2002 (CWM)
 SC1347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0219 ***********************************************************************
 TS0219  DESIGNATION -  ELLIS RESET
 TS0219  PID         -  TS0219
 TS0219  STATE/COUNTY-  WA/CLALLAM
 TS0219  USGS QUAD   -  ELLIS MOUNTAIN (1984)
 TS0219
 TS0219                         *CURRENT SURVEY CONTROL
 TS0219  ___________________________________________________________________
 TS0219* NAD 83(1991)-  48 09 30.30136(N)    124 18 52.84651(W)     ADJUSTED  
 TS0219* NAVD 88     -       815.83   (+/-2cm)    2676.6    (feet)  VERTCON   
 TS0219  ___________________________________________________________________
 TS0219  LAPLACE CORR-          10.14  (seconds)                    DEFLEC99
 TS0219  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 TS0219
 TS0219  HORZ ORDER  -  FIRST
 TS0219  VERT ORDER  -  THIRD ? (See Below)
 TS0219
 TS0219.The horizontal coordinates were established by classical geodetic methods
 TS0219.and adjusted by the National Geodetic Survey in December 1991..
 TS0219
 TS0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 TS0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TS0219.The vertical order pertains to the NGVD 29 superseded value.
 TS0219
 TS0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0219
 TS0219.The geoid height was determined by GEOID03.
 TS0219
 TS0219;                    North         East     Units Scale Factor Converg.
 TS0219;SPC WA N     -   134,652.618   241,102.887   MT  0.99994250   -2 35 31.0
 TS0219;SPC WA N     -   441,772.80    791,018.39   sFT  0.99994250   -2 35 31.0
 TS0219;UTM  10      - 5,334,743.564   402,232.363   MT  0.99971745   -0 58 46.2
 TS0219
 TS0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0219!SPC WA N     -   0.99987548  x   0.99994250  =   0.99981799
 TS0219!UTM  10      -   0.99987548  x   0.99971745  =   0.99959296
 TS0219
 TS0219|---------------------------------------------------------------------|
 TS0219| PID    Reference Object                     Distance      Geod. Az  |
 TS0219|                                                           dddmmss.s |
 TS0219| DD9668 ELLIS RM 1                            6.003 METERS 06021     |
 TS0219| DD9667 ELLIS AZ MK                                        1675838.0 |
 TS0219| DD9669 ELLIS RM 2                            6.970 METERS 20533     |
 TS0219|---------------------------------------------------------------------|
 TS0219
 TS0219                          SUPERSEDED SURVEY CONTROL
 TS0219
 TS0219  NAD 83(1986)-  48 09 30.30067(N)    124 18 52.85223(W) AD(       ) 1
 TS0219  NAD 27      -  48 09 31.02300(N)    124 18 48.06800(W) AD(       ) 1
 TS0219  NGVD 29 (07/19/86)  814.70   (m)         2672.9    (f) LEVELING    3  
 TS0219
 TS0219.Superseded values are not recommended for survey control.
 TS0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0219.See file dsdata.txt to determine how the superseded data were derived.
 TS0219
 TS0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU0223234744(NAD 83)
 TS0219_MARKER: Z = SEE DESCRIPTION
 TS0219_SETTING: 0 = UNSPECIFIED SETTING
 TS0219
 TS0219  HISTORY     - Date     Condition        Report By
 TS0219  HISTORY     - 1913     MONUMENTED       CGS
 TS0219  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TS0219
 TS0219                          STATION DESCRIPTION
 TS0219
 TS0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 TS0219'IN THE NW CORNER OF THE OLYMPIC NATIONAL FOREST, ABOUT 8 MILES A
 TS0219'LITTLE W OF S OF SLIP POINT THE E ENTRANCE OF CLALLAM BAY.  THE
 TS0219'HIGHEST POINT IN THIS LOCALITY IS ON A N-S RIDGE IN SEC.25, T.31
 TS0219'N., R.13 W., ON WHICH THE STATION IS PLACED.  THIS RIDGE IS THE
 TS0219'DIVISION BETWEEN ELLIS CREEK ON THE W AND CLALLAM RIVER (WEST
 TS0219'FORK) ON THE E, AND HAS ITS E FACE BURNED OVER.  STATION IS
 TS0219'MARKED BY A STANDARD STATION DISK CEMENTED IN THE TOP OF A
 TS0219'CONCRETE OR MASONRY PIER 12 BY 12 INCHES AT THE TOP AND 18 BY
 TS0219'18 INCHES AT THE BASE AND PROJECTING 30 INCHES ABOVE
 TS0219'GROUND.  THE PIER EXTENDS FROM 18 INCHES TO 24 INCHES
 TS0219'UNDERGROUND, MAKING THE TOTAL HEIGHT FROM 48 INCHES TO 54
 TS0219'INCHES.  IT WAS PLACED ABOUT 2 FEET BELOW THE HIGHEST POINT
 TS0219'AND BETWEEN TWO TREES THAT WERE USED AS INSTRUMENT AND
 TS0219'OBSERVING STAND.  THE SUBSURFACE MARK IS A 1-INCH DRILL HOLE 2
 TS0219'INCHES DEEP IN A STONE 6 BY 6 BY 5 INCHES SET IN SOLID GROUND
 TS0219'ABOUT 2 FEET BELOW THE SURFACE.  REFERENCE MARK IS MARKED BY
 TS0219'STANDARD REFERENCE DISK CEMENTED IN THE TOP OF A FLAT STONE
 TS0219'ABOUT 18 BY 18 BY 8 INCHES WITH THE TOP A LITTLE ABOVE THE SURFACE
 TS0219'OF THE GROUND AND COVERED BY A PILE OF STONE HELD IN PLACE BY FOUR
 TS0219'SOLID SQUARED STUBS DRIVEN IN THE GROUND EQUIDISTANT FROM THE
 TS0219'MARK AND PROJECTING ABOUT 3 FEET N.  IT WAS PLACED ON THE HIGHEST
 TS0219'POINT DISTANT 6.00 (REMEASURE) METERS IN AZIMUTH 241 DEG 43
 TS0219'MIN.  WHILE THE OBSERVING PARTY WAS AT THE STATION WAITING FOR
 TS0219'WEATHER, LINE TO SPRUCE, HOH, LA PUSH, JAMES, CARROLL, SOOES,
 TS0219'OZETT, AND VANCOUVER WERE CLEARED AND A STAND BUILT.
 TS0219'
 TS0219'TO REACH THE STATION FROM CLALLAM BAY, TAKE THE HOKO TRAIL TO
 TS0219'WITHIN 2 MILES OF NELS NELSONS PLACE, A SMALL SIGN BOARD ON THE E
 TS0219'SIDE OF THE MAIN TRAIL MARKS THE PLACE WHERE TRAIL ALONG THE N SIDE
 TS0219'OF ELLIS CREEK MAKES OFF.  FOLLOW THE ELLIS CREEK TRAIL FOR ABOUT
 TS0219'2 MILES TO THE SECOND CABIN (BOTH DESERTED) WHICH IS AS FAR AS
 TS0219'HORSES CAN WELL BE TAKEN, FROM THE E SIDE OF THE CLEARING THE
 TS0219'BLAZED OR BRUSHED TRAIL LEADS FOR ABOUT 2.5 MILES TO WHERE IT
 TS0219'CROSSES THE LARGE N FORK OF ELLIS CREEK, AFTER CROSSING THE
 TS0219'CREEK THE BLAZES LEAD UP THE STEEP E BANK AND AFTER A COUPLE
 TS0219'HUNDRED METERS GOES UP ANOTHER STEEP BANK TO THE BROW OF THE
 TS0219'RIDGE FOLLOWING A SMALL CREEK.  KEEP ON THE RIDGE CLOSE
 TS0219'TO THE CREEK FOR ABOUT 3/4 MILE, THEN CROSS THIS CREEK ON A
 TS0219'LOG AND CONTINUE UP THE STEEP SLOPE TO THE BACKBONE
 TS0219'OF THE RIDGE AND TURN TO THE LEFT FOLLOWING THE ELK TRAIL TO THE
 TS0219'STATION.  PASTURE FOR HORSES AND TELEPHONE AT NELSONS ABOUT
 TS0219'8 MILES FROM THE STATION.  MAIL AT BEAVER POST OFFICE.
 TS0219
 TS0219                          STATION RECOVERY (1954)
 TS0219
 TS0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TS0219'THE SURFACE STATION MARK, UNDERGROUND STATION MARK AND REFERENCE
 TS0219'MARK WERE RECOVERED.  THE UNDERGROUND STATION MARK AND REFERENCE
 TS0219'MARK WERE FOUND TO BE IN GOOD CONDITION.  THE SURFACE STATION MARK
 TS0219'WAS FOUND TO HAVE BEEN BROKEN OFF.  THE UNDERGROUND STATION MARK
 TS0219'WAS HELD IN TACT TO ESTABLISH THE POINT.  THE OLD SURFACE STATION
 TS0219'MARK IN THE TOP PORTION OF THE BROKEN POST WAS USED TO REMARK
 TS0219'THE UNDERGROUND STATION MARK AT A DEPTH OF 36 INCHES.  A NEW
 TS0219'SURFACE STATION MARK, REFERENCE MARK AND AZIMUTH MARK WAS SET.
 TS0219'
 TS0219'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS IN THE
 TS0219'NORTHWEST CORNER OF THE OLYMPIC NATIONAL FOREST, ABOUT 8 MILES
 TS0219'(AIRLINE) WEST OF SOUTH OF SLIP POINT, AT THE EAST ENTRANCE OF
 TS0219'CLALLAM BAY, AND ABOUT 6 MILES NORTHWEST OF SAPPHO.  THE STATION
 TS0219'IS ON THE HIGHEST POINT IN THIS LOCALITY.  STATION IS IN SECTION
 TS0219'25, T. 31 N., R. 13 W.
 TS0219'
 TS0219'TO REACH THE STATION FROM THE POST OFFICE IN FORKS, GO NORTH ON
 TS0219'U.S. HIGHWAY 101 FOR 8.6 MILES TO A SIDE ROAD LEFT, IN THE VILLAGE
 TS0219'OF TYEE.  (THIS SIDE ROAD IS JUST EAST OF THE STATE FOREST
 TS0219'SERVICE RANGER STATION.) TURN LEFT AS PER SIGN LK PLEASANT, GO
 TS0219'1.2 MILES TO A SIDE ROAD RIGHT AND THE END OF PAVEMENT.  KEEP
 TS0219'STRAIGHT AHEAD, GO 0.4 MILE TO A FORK.  TAKE LEFT FORK, GO 2.0
 TS0219'MILES TO A SIDE ROAD LEFT AT TWO LOCKED GATES.  PASS THROUGH
 TS0219'TWO GATES AND CONTINUE NORTH FOR 1.0 MILE TO A FORK, JUST
 TS0219'AFTER CROSSING BRIDGE.  TAKE LEFT FORK AND CROSS BRIDGE
 TS0219'AND CONTINUE NORTH FOR 0.6 MILE TO THE END OF TRUCK TRAVEL AT
 TS0219'EDGE OF WOODS.
 TS0219'
 TS0219'PACK NORTHERLY ON OLD TRAIL THROUGH BLOW-DOWN TO EDGE OF
 TS0219'WOODS.  HERE PICK UP BLAZED TRAIL AND FOLLOW IT NORTHERLY FOR ABOUT
 TS0219'10 MINUTES TO WHERE THE TRAIL T-JUNCTIONS AT EDGE OF STEEPER
 TS0219'GROUND.  KEEP BLAZED TRAIL TO THE RIGHT AND FOLLOW TRAIL
 TS0219'NORTHEASTERLY ALONG NORTH SIDE OF STREAM TO WHERE IT CROSSES
 TS0219'STREAM.  CROSS THE STREAM AND CONTINUE NORTHEASTERLY ON TRAIL,
 TS0219'ALONG THE HILLSIDE ON SOUTH SIDE OF STREAM TO WHERE THE TRAIL
 TS0219'DROPS OFF INTO A FLAT AT A SMALL LAKE.  CONTINUE AROUND THE
 TS0219'NORTHEAST END OF LAKE TO THE BASE OF THE HILL.  THENCE
 TS0219'CONTINUE NORTHERLY UP HILL, VERY STEEP, ON A BLAZED TRAIL TO
 TS0219'THE HIGHEST POINT AND STATION.
 TS0219'
 TS0219'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO SOUTH
 TS0219'1.0 MILE TO A FORK.  TAKE LEFT FORK, GO 2.9 MILES, KEEPING ALL
 TS0219'RIGHT FORKS TO TOP OF RIDGE AND A TURN AROUND.  TURN SHARP RIGHT,
 TS0219'GO 0.15 MILE TO LOOKOUT AND THE AZIMUTH MARK.
 TS0219'
 TS0219'STATION MARKS ARE STANDARD DISKS, STAMPED ELLIS 1913 1954.  THE
 TS0219'SURFACE STATION MARK IS BRAZED IN TOP OF A 3-INCH SOIL PIPE
 TS0219'EMBEDDED IN CONCRETE AND ROCK.  THE MARK PROJECTS 3 INCHES.  THE
 TS0219'UNDERGROUND STATION MARK IS SET IN A 10 IN BY 10 IN CONCRETE
 TS0219'POST 36 INCHES BELOW THE SURFACE MARK.
 TS0219'
 TS0219'REFERENCE MARK 1, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 TS0219'THE TOP OF A FLAT STONE ABOUT 18 IN BY 18 IN BY 8 IN, (NO
 TS0219'STAMPING) IS SET FLUSH WITH THE GROUND.  THERE IS A SMALL ROCK
 TS0219'CAIRN BUILT OVER THE MARK.
 TS0219'
 TS0219'REFERENCE MARK 2, A STANDARD DISK BRAZED IN TOP OF A 3-INCH
 TS0219'SOIL PIPE, AND STAMPED ELLIS NO 2 1913 1954, IS ABOUT 18 INCHES
 TS0219'LOWER THAN THE STATION, IN THE FOOT PATH WHICH LEADS TO THE STATION
 TS0219'FROM THE SOUTH.  THE MARK PROJECTS 8 INCHES ABOVE GROUND.
 TS0219'
 TS0219'AZIMUTH MARK, A STANDARD DISK SET IN A 10 IN BY 10 IN CONCRETE
 TS0219'POST, AND STAMPED ELLIS 1913 1954, IS ABOUT 1.0 MILE (AIRLINE) SOUTH
 TS0219'OF THE STATION AT THE MT. ELLIS LOOKOUT HOUSE.  IT IS 33 FEET
 TS0219'NORTH OF THE LOOKOUT HOUSE, 15 FEET WEST-NORTHWEST OF AN
 TS0219'ANEMOMETER, 15 FEET SOUTHEAST OF THE ROAD, 6 FEET WEST OF AN
 TS0219'AERIAL POLE, AND 9 FEET NORTHWEST OF A WEATHER BOX.  THE MARK
 TS0219'PROJECTS 4 INCHES.
 TS0219'
 TS0219'NOTE-- A 6 FT. STAND WAS USED AND ALL LINES CLEARED.
 TS0219'
 TS0219'ABOUT A 2-1/2 HOUR BACK PACK FROM END OF TRUCK TRAVEL.
 TS0219'
 TS0219'TO OBTAIN KEY FOR LOCKED GATES ENROUTE TO STATION, IF GUARD IS
 TS0219'NOT AT GATES, THEY MAY BE OBTAINED AT RAYONIER INC. OFFICE IN
 TS0219'SAPPHO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2268 ***********************************************************************
 RD2268  DESIGNATION -  ELLS
 RD2268  PID         -  RD2268
 RD2268  STATE/COUNTY-  WA/CLARK
 RD2268  USGS QUAD   -  WASHOUGAL (1994)
 RD2268
 RD2268                         *CURRENT SURVEY CONTROL
 RD2268  ___________________________________________________________________
 RD2268* NAD 83(1991)-  45 34 14.77145(N)    122 16 44.43268(W)     ADJUSTED  
 RD2268* NAVD 88     -       161.     (meters)     528.     (feet)  SCALED    
 RD2268  ___________________________________________________________________
 RD2268  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 RD2268  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 RD2268
 RD2268  HORZ ORDER  -  SECOND
 RD2268
 RD2268.The horizontal coordinates were established by classical geodetic methods
 RD2268.and adjusted by the National Geodetic Survey in December 1991..
 RD2268
 RD2268.The orthometric height was scaled from a topographic map.
 RD2268
 RD2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2268
 RD2268.The geoid height was determined by GEOID03.
 RD2268
 RD2268;                    North         East     Units Scale Factor Converg.
 RD2268;SPC WA S     -    27,957.807   361,132.468   MT  1.00006983   -1 17 32.2
 RD2268;SPC WA S     -    91,724.91  1,184,815.44   sFT  1.00006983   -1 17 32.2
 RD2268;SPC OR N     -   213,117.942 2,361,152.837   MT  0.99991918   -1 15 41.9
 RD2268;SPC OR N     -   699,205.85  7,746,564.43   iFT  0.99991918   -1 15 41.9
 RD2268;UTM  10      - 5,046,611.657   556,258.077   MT  0.99963891   +0 30 53.6
 RD2268
 RD2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2268!SPC WA S     -   0.99997826  x   1.00006983  =   1.00004809
 RD2268!SPC OR N     -   0.99997826  x   0.99991918  =   0.99989745
 RD2268!UTM  10      -   0.99997826  x   0.99963891  =   0.99961718
 RD2268
 RD2268|---------------------------------------------------------------------|
 RD2268| PID    Reference Object                     Distance      Geod. Az  |
 RD2268|                                                           dddmmss.s |
 RD2268| AH6904 ELLS RM 1                            30.294 METERS 09355     |
 RD2268| AH6902 ELLS AZ MK                                         3203940.2 |
 RD2268| AH6903 ELLS RM 2                            27.693 METERS 35415     |
 RD2268|---------------------------------------------------------------------|
 RD2268
 RD2268                          SUPERSEDED SURVEY CONTROL
 RD2268
 RD2268  NAD 83(1991)-  45 34 14.77145(N)    122 16 44.43268(W) AD(       ) 2
 RD2268  NAD 83(1986)-  45 34 14.78357(N)    122 16 44.43769(W) AD(       ) 2
 RD2268  NAD 27      -  45 34 15.34925(N)    122 16 40.11139(W) AD(       ) 2
 RD2268
 RD2268.Superseded values are not recommended for survey control.
 RD2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2268.See file dsdata.txt to determine how the superseded data were derived.
 RD2268
 RD2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5625846612(NAD 83)
 RD2268_MARKER: DS = TRIANGULATION STATION DISK
 RD2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2268_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RD2268_STAMPING: ELLS 1956
 RD2268_MARK LOGO: CGS   
 RD2268_PROJECTION: FLUSH
 RD2268_MAGNETIC: N = NO MAGNETIC MATERIAL
 RD2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2268+STABILITY: SURFACE MOTION
 RD2268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RD2268+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1985
 RD2268
 RD2268  HISTORY     - Date     Condition        Report By
 RD2268  HISTORY     - 1956     MONUMENTED       CGS
 RD2268  HISTORY     - 1961     GOOD             CGS
 RD2268  HISTORY     - 1984     GOOD             USPSQD
 RD2268  HISTORY     - 19850510 GOOD             NGS
 RD2268
 RD2268                          STATION DESCRIPTION
 RD2268
 RD2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (JBW)
 RD2268'THE STATION IS LOCATED ON THE FIRST RIDGE NORTH OF THE COLUMBIA
 RD2268'RIVER, ABOUT 4 MILES EAST OF WASHOUGAL, 1 MILE NORTH OF U.S. HIGHWAY
 RD2268'830, 19.5 FEET NORTHWEST OF THE APPROXIMATE CENTER OF A DIRT ROAD,
 RD2268'AND 8.6 FEET NORTHEAST OF A FENCE CORNER AND THE WHITE WITNESS POST.
 RD2268'
 RD2268'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 830 AND 8B IN
 RD2268'WASHOUGAL GO EAST ON U.S. HIGHWAY 830 FOR 2.45 MILES TO A FORK.
 RD2268'TAKE THE LEFT FORK AND GO 1.6 MILES TO THE AZIMUTH MARK ON THE
 RD2268'RIGHT, EAST, SIDE OF THE ROAD.  CONTINUE STRAIGHT AHEAD AND GO 0.1
 RD2268'MILE TO A CROSSROAD AND SIGN STEVEN WRIGHT RD.  TURN RIGHT AND GO 0.3
 RD2268'MILE TO THE TOP OF A LOW RIDGE AND THE STATION ON THE LEFT, NORTH,
 RD2268'SIDE OF THE ROAD.
 RD2268'
 RD2268'THE STATION MARK, A STANDARD DISK STAMPED ELLS 1956, IS SET IN THE
 RD2268'TOP OF A ROUND CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND.
 RD2268'
 RD2268'THE UNDERGROUND STATION MARK, A STANDARD DISK STAMPED ELLS 1956, IS
 RD2268'SET IN A MASS OF CONCRETE ABOUT 32 INCHES BELOW THE SURFACE OF THE
 RD2268'GROUND.
 RD2268'
 RD2268'REFERENCE MARK 1, A STANDARD DISK STAMPED ELLS NO 1 1956, IS SET IN
 RD2268'THE TOP OF A ROUND CONCRETE CYLINDER THAT PROJECTS 2 INCHES ABOVE THE
 RD2268'GROUND.  IT IS ABOUT 12 INCHES NORTH OF A FENCE LINE.
 RD2268'
 RD2268'REFERENCE MARK 2, A STANDARD DISK STAMPED ELLS NO 2 1956, IS SET IN
 RD2268'THE TOP OF A ROUND CONCRETE CYLINDER THAT PROJECTS 2 INCHES ABOVE THE
 RD2268'GROUND.  IT IS ABOUT 12 INCHES EAST OF A FENCE LINE.
 RD2268'
 RD2268'THE AZIMUTH MARK, A STANDARD DISK STAMPED ELLS 1956, IS SET IN THE
 RD2268'TOP OF A ROUND CONCRETE CYLINDER THAT PROJECTS 2 INCHES ABOVE THE
 RD2268'GROUND.  IT IS 17.5 FEET EAST OF THE APPROXIMATE CENTER OF A PAVED
 RD2268'ROAD, 6.5 FEET SOUTH OF A POWER LINE POLE, 2.5 FEET WEST OF A FENCE
 RD2268'LINE, AND 1.6 FEET SOUTHEAST OF A WHITE WITNESS POST.
 RD2268
 RD2268                          STATION RECOVERY (1961)
 RD2268
 RD2268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 RD2268'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  THE MILEAGE TO REACH
 RD2268'DID NOT CHECK.
 RD2268'
 RD2268'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 830 AND STATE
 RD2268'HIGHWAY 8B IN WASHOUGAL GO EAST ON U.S. HIGHWAY 830 FOR 2.8 MILES TO
 RD2268'A Y FORK, LEAVE U.S. HIGHWAY 830 AND TAKE THE COUNTY ROAD LEFT,
 RD2268'UPGRADE, FOR 1.1 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 RD2268'AHEAD FOR 0.1 MILE TO A T ROAD INTERSECTION, TURN RIGHT AND FOLLOW
 RD2268'THE ROAD FOR 0.3 MILE TO THE TOP OF THE GRADE AND THE STATION ON
 RD2268'THE LEFT, 8.5 FEET NORTHEAST OF A FENCE CORNER.
 RD2268
 RD2268                          STATION RECOVERY (1984)
 RD2268
 RD2268'RECOVERY NOTE BY US POWER SQUADRON 1984 (ECF)
 RD2268'ELLS STATION MARK 1956 RECOVERED GOOD.
 RD2268'
 RD2268'NEW TO REACH DESCRIPTION FROM INTERSECTION OF WASHINGTON STATE
 RD2268'HIGHWAY 140 WITH WASHINGTON STATE HIGHWAY 14, GO E ON STATE HIGHWAY
 RD2268'14 FOR 2.75 MILES TO SE EVERGREEN BLVD EXIT ON L.  TURN L AND
 RD2268'BEAR R UP HILL ON SE GIBSON ROAD TO HANS NAGEL ROAD ON L AND SE
 RD2268'382ND AVE ON R. TURN R ON SE 382ND AVE AND CONTINUE S TO SE 70TH ST.
 RD2268'TURN L ON SE 70TH ST. FOR 0.1 MILE TO TOP OF HILL AND STATION ON
 RD2268'L.
 RD2268'
 RD2268'ELLS NO. 2 1956 GOOD RECOVERED AS DESCRIBED.
 RD2268'
 RD2268'ELLS 1956 GOOD.
 RD2268'
 RD2268'THIS AZIMUTH STATION WAS RECOVERED BY USING RELATIVE BEARING GIVEN.
 RD2268'THE WITNESS POST MENTIONED HAS BEEN DESTROYED.
 RD2268'
 RD2268'REFERENCE MARK NO. 2.
 RD2268'
 RD2268'A PARTY OF TWO SEARCHED MORE THAN AN HOUR FOR THIS
 RD2268'REFERENCE MARK.  THE AREA IS NOW A LANDSCAPED YARD FOR A NEW HOME SO
 RD2268'NO DIGGING WAS DONE.  THE STATION IS PROBABLY BURIED 1-3 FEET.
 RD2268
 RD2268                          STATION RECOVERY (1985)
 RD2268
 RD2268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (LLR)
 RD2268'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) EAST OF WASHOUGAL, 1.6
 RD2268'KM (1.00 MI) NORTH OF THE COLUMBIA RIVER, ON THE FIRST RIDGE NORTH OF
 RD2268'THE RIVER AND ON PROPERTY OWNED BY MR. JAMES SMITH, 38310 SOUTHEAST
 RD2268'70TH STREET, WASHOUGAL, 98671. TO REACH FROM THE JUNCTION OF STATE
 RD2268'ROUTES 14 AND 140 IN WASHOUGAL, GO EAST ON STATE ROUTE 14 FOR 3.8 KM
 RD2268'(2.35 MI) TO A SIDE ROAD LEFT. TURN LEFT AND THEN RIGHT ON SOUTHEAST
 RD2268'GIBSON ROAD FOR 2.2 KM (1.35 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 RD2268'CONTINUE AHEAD NORTH ON SOUTHEAST GIBSON ROAD FOR 0.16 KM (0.10 MI) TO
 RD2268'A SIDE ROAD RIGHT. TURN RIGHT AND GO EAST ON SOUTHEAST 382ND STREET
 RD2268'FOR 0.48 KM (0.30 MI) TO THE SMITH RESIDENCE AND THE STATION ON THE
 RD2268'LEFT IN A GARDEN AREA. THE MARK IS SET IN THE TOP OF A 0.30 M (0.98
 RD2268'FT) SQUARE CONCRETE MONUMENT THAT IS  FLUSH WITH THE GROUND SURFACE.
 RD2268'IT IS 30.276 M (99.331 FT) WEST OF REFERENCE MARK 1, 27.697 M (90.869
 RD2268'FT) SOUTH OF REFERENCE MARK 2, 27.7 M (90.9 FT) SOUTHEAST OF THE
 RD2268'SOUTHEAST CORNER OF THE SMITH RESIDENCE, 10.4 M (34.1 FT) SOUTHWEST OF
 RD2268'THE CENTER OF THE SOUTH CIRCULAR DIRVEWAY, 6.9 M (22.6 FT) WEST OF THE
 RD2268'CENTER OF THE ROAD AND 0.9 M (3.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2873 ***********************************************************************
 RD2873  DESIGNATION -  ELLSWORTH CANNERY DOWNSTRM COR
 RD2873  PID         -  RD2873
 RD2873  STATE/COUNTY-  WA/CLARK
 RD2873  USGS QUAD   -  MOUNT TABOR (1990)
 RD2873
 RD2873                         *CURRENT SURVEY CONTROL
 RD2873  ___________________________________________________________________
 RD2873* NAD 83(1991)-  45 36 01.60923(N)    122 33 30.61240(W)     ADJUSTED  
 RD2873* NAVD 88     -                                                        
 RD2873  ___________________________________________________________________
 RD2873  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 RD2873  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RD2873
 RD2873  HORZ ORDER  -  THIRD
 RD2873
 RD2873.The horizontal coordinates were established by classical geodetic methods
 RD2873.and adjusted by the National Geodetic Survey in December 1991..
 RD2873
 RD2873
 RD2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2873
 RD2873.The geoid height was determined by GEOID03.
 RD2873
 RD2873;                    North         East     Units Scale Factor Converg.
 RD2873;SPC WA S     -    31,786.028   339,406.133   MT  1.00006091   -1 29 43.0
 RD2873;SPC WA S     -   104,284.66  1,113,534.95   sFT  1.00006091   -1 29 43.0
 RD2873;SPC OR N     -   216,933.090 2,339,427.434   MT  0.99992295   -1 27 35.5
 RD2873;SPC OR N     -   711,722.74  7,675,286.86   iFT  0.99992295   -1 27 35.5
 RD2873;UTM  10      - 5,049,750.754   534,431.321   MT  0.99961457   +0 18 55.6
 RD2873
 RD2873                          SUPERSEDED SURVEY CONTROL
 RD2873
 RD2873  NAD 83(1991)-  45 36 01.60923(N)    122 33 30.61240(W) AD(       ) 4
 RD2873  NAD 83(1986)-  45 36 01.62628(N)    122 33 30.61560(W) AD(       ) 4
 RD2873  NAD 27      -  45 36 02.20274(N)    122 33 26.27557(W) AD(       ) 3
 RD2873
 RD2873.Superseded values are not recommended for survey control.
 RD2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2873.See file dsdata.txt to determine how the superseded data were derived.
 RD2873
 RD2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3443149751(NAD 83)
 RD2873
 RD2873  HISTORY     - Date     Condition        Report By
 RD2873  HISTORY     - 1939     MONUMENTED       CGS
 RD2873  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2873  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 RD2873
 RD2873                          STATION DESCRIPTION
 RD2873
 RD2873'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RD2873'CORNER BUILDING SET ON PILES.
 RD2873
 RD2873                          STATION RECOVERY (1945)
 RD2873
 RD2873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2873'THE DOWNSTREAM CORNER OF THIS BUILDING WAS RECOVERED.  HOWEVER, THE
 RD2873'POINT WOULD NOT HOLD IN THE RADIAL PLOT.  ON INVESTIGATION, IT WAS
 RD2873'FOUND THAT THE BUILDING IS IN TWO SECTIONS, EACH UNDER A GABLE,
 RD2873'WHICH EXTEND FROM THE SHORE OVER THE WATER.  THE SECTION OF THE
 RD2873'BUILDING UNDER THE E GABLE IS HIGHER THAN THE SECTION UNDER THE W
 RD2873'GABLE, AND AS THIS POINT HOLDS IN THE RADIAL PLOT, IT IS ASSUMED THAT
 RD2873'IT IS THE POINT ON WHICH OBSERVATIONS WERE TAKEN.
 RD2873'
 RD2873'THE NEW DESCRIPTION IS AS FOLLOWS--
 RD2873'
 RD2873'THE STATION IS LOCATED ABOUT 5-1/2 MILES SE OF VANCOUVER,
 RD2873'WASHINGTON, ON THE N SHORE OF THE COLUMBIA RIVER, ON THE PREMISES OF
 RD2873'THE ELLSWORTH CANNERY.  THE INTERSECTED POINT IS THE DOWNSTREAM
 RD2873'CORNER OF THE E OR HIGHER SECTION OF THE LARGEST OR MAIN CANNERY
 RD2873'BUILDING.
 RD2873
 RD2873                          STATION RECOVERY (2004)
 RD2873
 RD2873'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD2873'CANNERY IS GONE. THE AREA IS NOW HOMES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1525 ***********************************************************************
 SX1525  DESIGNATION -  ELWELL
 SX1525  PID         -  SX1525
 SX1525  STATE/COUNTY-  WA/KING
 SX1525  USGS QUAD   -  SULTAN (1993)
 SX1525
 SX1525                         *CURRENT SURVEY CONTROL
 SX1525  ___________________________________________________________________
 SX1525* NAD 83(1991)-  47 46 36.00511(N)    121 48 54.30125(W)     ADJUSTED  
 SX1525* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 SX1525  ___________________________________________________________________
 SX1525  LAPLACE CORR-          23.07  (seconds)                    DEFLEC99
 SX1525  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 SX1525
 SX1525  HORZ ORDER  -  SECOND
 SX1525
 SX1525.The horizontal coordinates were established by classical geodetic methods
 SX1525.and adjusted by the National Geodetic Survey in December 1991..
 SX1525
 SX1525.The orthometric height was scaled from a topographic map.
 SX1525
 SX1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1525
 SX1525.The geoid height was determined by GEOID03.
 SX1525
 SX1525;                    North         East     Units Scale Factor Converg.
 SX1525;SPC WA N     -    86,820.640   426,425.836   MT  0.99995990   -0 43 51.4
 SX1525;SPC WA N     -   284,844.05  1,399,032.10   sFT  0.99995990   -0 43 51.4
 SX1525;UTM  10      - 5,292,158.081   588,769.637   MT  0.99969683   +0 52 39.1
 SX1525
 SX1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1525!SPC WA N     -   0.99992396  x   0.99995990  =   0.99988387
 SX1525!UTM  10      -   0.99992396  x   0.99969683  =   0.99962082
 SX1525
 SX1525|---------------------------------------------------------------------|
 SX1525| PID    Reference Object                     Distance      Geod. Az  |
 SX1525|                                                           dddmmss.s |
 SX1525| CF4327 ELWELL RM                             8.790 METERS 15556     |
 SX1525| SX1526 HIGH ROCKS                          APPROX. 5.5 KM 3075729.6 |
 SX1525|---------------------------------------------------------------------|
 SX1525
 SX1525                          SUPERSEDED SURVEY CONTROL
 SX1525
 SX1525  NAD 83(1986)-  47 46 35.99604(N)    121 48 54.30273(W) AD(       ) 2
 SX1525  NAD 27      -  47 46 36.63600(N)    121 48 49.87500(W) AD(       ) 2
 SX1525
 SX1525.Superseded values are not recommended for survey control.
 SX1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1525.See file dsdata.txt to determine how the superseded data were derived.
 SX1525
 SX1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8877092158(NAD 83)
 SX1525
 SX1525  HISTORY     - Date     Condition        Report By
 SX1525  HISTORY     - 1937     MONUMENTED       CGS
 SX1525  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SX1525
 SX1525                          STATION DESCRIPTION
 SX1525
 SX1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (HJO)
 SX1525'STATION IS AT THE HEADWATERS OF ELWELL CREEK, NEAR THE N COUNTY
 SX1525'LINE AT THE HIGHEST POINT OF A VERY PROMINENT AND HIGH LOGGED KNOB
 SX1525'MARKED BY A SPAR TREE, AT AN ELEVATION OF 1600-1700 FEET, IN THE NE
 SX1525'1/4 OF THE NW 1/4 SEC. 5, T. 26, R. 8 (PER USGS QUADRANGLE SHEET).
 SX1525'
 SX1525'FROM STILLWATER IN SNOQUALMIE VALLEY, RUN UP HARRIS CREEK 2.5
 SX1525'MILES TO STOSSEL CREEK, THEN N ALONG STOSSEL CREEK 1.1 MILES TO
 SX1525'LANGENDORFS PLACE NEAR THE SMALL LAKE ON STOSSEL CREEK IN SEC. 12,
 SX1525'T. 26, R. 7.  TAKE THE RIGHT FORK SLANTING UP THE HILL ON E SIDE
 SX1525'OF THE CREEK CURVING TO THE RIGHT AROUND THE N END OF THE HILL
 SX1525'1.2 MILES.  TAKE LEFT FORK EASTWARD ON AN OLD LOGGING GRADE.
 SX1525'ROAD SWINGS TO SE.  PARK AT AN OLD CAMP SITE A SHORT DISTANCE
 SX1525'BEYOND.
 SX1525'
 SX1525'WALK SOUTHEASTWARD ON OLD LOGGING GRADE 2 MILES, CROSSING 2
 SX1525'BRIDGES.  DO NOT CROSS THE THIRD BRIDGE.  TURN LEFT WITH THE ROAD
 SX1525'AROUND THE HILL AND PROCEED N ABOUT 1 MILE TO A CABIN.  LEAVE
 SX1525'ROAD, WALK AROUND CABIN TO TRAIL AND FOLLOW TRAIL NORTHWARD UP AND
 SX1525'OVER HILL 1/4 MILE TO ANOTHER LOGGING GRADE.  TURN LEFT AND
 SX1525'FOLLOW THE TRAIL ACROSS THE GRADE AND OVER ANOTHER HILL TO
 SX1525'ANOTHER LOGGING RAILROAD GRADE.  NOTE LAKE ON RIGHT.  FOLLOW THE
 SX1525'GRADE TO RIGHT, PAST ANOTHER CABIN TO A RAVINE WHERE BRIDGE IS
 SX1525'MISSING.  CROSS RAVINE AND CONTINUE N ABOUT A MILE TOWARDS
 SX1525'THE BIG HILL WITH THE SPAR TREE WHICH WILL NOW BE EVIDENT.  THE
 SX1525'CREEK PARALLELS THE GRADE AT THIS POINT BUT SWINGS TO RIGHT
 SX1525'BELOW.  GO DOWN SLOPE, CROSS CREEK, GO OVER HILL, DROP INTO
 SX1525'RAVINE, THEN CLIMB TO HIGHEST POINT OF KNOB.
 SX1525
 SX1525                          STATION RECOVERY (1952)
 SX1525
 SX1525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SX1525'STATION RECOVERED IN GOOD CONDITION.
 SX1525'
 SX1525'TO REACH THE STATION FROM SULTAN, DRIVE S ON SIXTH STREET FROM
 SX1525'U.S. HIGHWAY 2.  AT 0.8 MI. TURN RIGHT.  AT 2.5 MI. TURN LEFT.  AT
 SX1525'6.5 MI. PASS A ROAD TO CEDAR PONDS.  AT 8.3 MI. (WHERE ROAD CURVES
 SX1525'TO RIGHT AND THERE IS A TURNOUT ON THE LEFT) PARK CAR.  TAKE
 SX1525'WELL-BLAZED HUNTERS TRAIL N FROM HERE.  AT 225 FT. TAKE LEFT
 SX1525'FORK.  AT ABOUT 2000 FT., OR 20-MINUTE WALK, COME TO AN OLD
 SX1525'RAILROAD GRADE.  TURN RIGHT AND FOLLOW THE GRADE ABOUT 425 FT.
 SX1525'TO A POINT WHERE BEAVER DAM IS BUILT ACROSS THE GRADE AND DRAIN.
 SX1525'GO TO THE RIGHT AROUND A DAM, ACROSS THE DRAIN AND FOLLOW DIM
 SX1525'TRAIL NE UP THE SLOPE.  AT ABOUT 1000 FT. COME TO AN OLD
 SX1525'RAILROAD GRADE AND FOLLOW IT TO THE RIGHT FOR ABOUT 500 FT.
 SX1525'PROMINENT TIMBERED-TOP ABOUT 1/4 MI. E IS NOW VISIBLE.  LEAVE
 SX1525'GRADE AND GO E.  CROSS SWAMP, AND CLIMB HILL THROUGH BRUSH TO THE E
 SX1525'END OF A HILL AND THE STATION.  STATION IS ABOUT 130 FT.
 SX1525'N-NE OF A PROMINENT SNAG, ERRONEOUSLY REFERRED TO IN
 SX1525'PREVIOUS DESCRIPTION AS A SPAR TREE.  MARKED BY A
 SX1525'STANDARD DISK, STAMPED 1937 KING CO ELWELL.  ABOUT A
 SX1525'1-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2470 ***********************************************************************
 TR2470  DESIGNATION -  ELWHA 1892
 TR2470  PID         -  TR2470
 TR2470  STATE/COUNTY-  WA/CLALLAM
 TR2470  USGS QUAD   -  ANGELES POINT (1978)
 TR2470
 TR2470                         *CURRENT SURVEY CONTROL
 TR2470  ___________________________________________________________________
 TR2470* NAD 83(1991)-  48 09 03.94625(N)    123 33 05.40973(W)     ADJUSTED  
 TR2470* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2470  ___________________________________________________________________
 TR2470  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 TR2470  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 TR2470
 TR2470  HORZ ORDER  -  THIRD
 TR2470
 TR2470.The horizontal coordinates were established by classical geodetic methods
 TR2470.and adjusted by the National Geodetic Survey in December 1991..
 TR2470
 TR2470.The orthometric height was scaled from a topographic map.
 TR2470
 TR2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2470
 TR2470.The geoid height was determined by GEOID03.
 TR2470
 TR2470;                    North         East     Units Scale Factor Converg.
 TR2470;SPC WA N     -   131,552.933   297,802.362   MT  0.99994242   -2 01 25.4
 TR2470;SPC WA N     -   431,603.25    977,039.92   sFT  0.99994242   -2 01 25.4
 TR2470;UTM  10      - 5,333,241.218   458,980.719   MT  0.99962067   -0 24 39.0
 TR2470
 TR2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2470!SPC WA N     -   1.00000282  x   0.99994242  =   0.99994524
 TR2470!UTM  10      -   1.00000282  x   0.99962067  =   0.99962349
 TR2470
 TR2470:                Primary Azimuth Mark                     Grid Az
 TR2470:SPC WA N     -  RACE ROCKS LH                            007 14 13.6
 TR2470:UTM  10      -  RACE ROCKS LH                            005 37 27.2
 TR2470
 TR2470|---------------------------------------------------------------------|
 TR2470| PID    Reference Object                     Distance      Geod. Az  |
 TR2470|                                                           dddmmss.s |
 TR2470| TR2464 RACE ROCKS LH                       APPROX.16.4 KM 0051248.2 |
 TR2470|---------------------------------------------------------------------|
 TR2470
 TR2470                          SUPERSEDED SURVEY CONTROL
 TR2470
 TR2470  NAD 83(1986)-  48 09 03.94610(N)    123 33 05.41345(W) AD(       ) 3
 TR2470  NAD 27      -  48 09 04.61500(N)    123 33 00.76300(W) AD(       ) 3
 TR2470
 TR2470.Superseded values are not recommended for survey control.
 TR2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2470.See file dsdata.txt to determine how the superseded data were derived.
 TR2470
 TR2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU5898133241(NAD 83)
 TR2470
 TR2470  HISTORY     - Date     Condition        Report By
 TR2470  HISTORY     - 1892     MONUMENTED       CGS
 TR2470  HISTORY     - 1908     SEE DESCRIPTION  CGS
 TR2470  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TR2470
 TR2470                          STATION DESCRIPTION
 TR2470
 TR2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (JJG)
 TR2470'STATION IS ON THE GRAVEL POINT OR SPIT ON E SIDE OF ENTRANCE TO
 TR2470'ELWHA RIVER.  THIS IS A LONG NARROW SPIT, SKIRTING A SLOUGH,
 TR2470'EVIDENTLY AT SOME TIME THE OUTLET OF THE RIVER, 100 METERS SW OF
 TR2470'SIGNAL IS A SMALL CLUMP OF WILLOWS--EXCEPT SOME SMALL ALDER BUSHES
 TR2470'FRINGING THE SLOUGH AT INTERVALS, THE ONLY GROWTH OUTSIDE THE
 TR2470'SLOUGH.  STATION IS ABOUT 1/2 WAY FROM BEACH TO SLOUGH, 12 PACES
 TR2470'FROM HIGH-WATER MARK, IN LINE TO RACE ROCKS LIGHT, AND 21 PACES
 TR2470'FROM BANK OF SLOUGH IN PROLONGATION OF SAME LINE.  FROM
 TR2470'STATION THE W GABLE OF A LARGE BARN ACROSS THE SLOUGH IS IN LINE
 TR2470'TO THE HIGHEST PART OF NEAREST HIGH HILL (1600 FEET) AND
 TR2470'1/3 THE LENGTH OF RIDGE OF BARN (FROM W END) IS IN LINE TO THE
 TR2470'HIGHEST SPUR OF THE OLYMPIC MOUNTAINS VISIBLE FROM THIS POINT.
 TR2470'STATION MARKED BY A LARGE BOULDER 18 INCHES BENEATH THE
 TR2470'SURFACE, HAVING A 1-INCH HOLE 2 INCHES DEEP.  THREE STUBS,
 TR2470'TWO PARALLEL WITH BEACH AND ONE AT RIGHT ANGLES OFF SHORE.  EACH
 TR2470'6 FEET FROM STATION, THE LAST NEARLY IN LINE TO RACE ROCKS
 TR2470'LIGHT.  POLE 8 BY 8 INCHES BY 36 FEET, 4 BRACES, BOARDED AND
 TR2470'WHITE-WASHED.  A HEAVY SURF BREAKS ON THIS POINT IN WESTERLY
 TR2470'WEATHER.
 TR2470
 TR2470                          STATION RECOVERY (1908)
 TR2470
 TR2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1908 (WCD)
 TR2470'SEARCHED FOR STATION, FOLLOWING DIRECTIONS GIVEN BY MR. GILBERT,
 TR2470'1892.  FOUND NO TRACE OF SIGNAL OR OF MARK.  BUILT TRIPOD SIGNAL
 TR2470'AND MARKED STATION WITH PIECE OF LUMBER 4 BY 4 INCHES, DRIVEN ABOUT
 TR2470'TWO FEET INTO GROUND.  MR. GOODWIN, AN OLD RESIDENT OF THIS
 TR2470'SECTION, STATES THAT THE SIGNAL BUILT IN 1892 WAS DESTROYED ABOUT
 TR2470'FIVE YEARS AGO BY SEAS WASHING OVER SPIT.  HE ALSO STATES THAT
 TR2470'IN 1892 AND FOR SOME YEARS AFTER, THE SPIT WAS DRY BUT THAT
 TR2470'DURING RECENT YEARS THE SEA HAS WASHED OVER IT IN BAD WEATHER,
 TR2470'WHICH LATTER STATEMENT IS BORNE OUT BY THE GENERAL
 TR2470'APPEARANCE OF THE SPOT.
 TR2470'
 TR2470'NEW SIGNAL DETERMINED BY DIBRELL IN 1908.  PERMANENT MARKING OF
 TR2470'STATION NOT ATTEMPTED ON ACCOUNT OF INSTABILITY OF SPIT.
 TR2470
 TR2470                          STATION RECOVERY (1926)
 TR2470
 TR2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR2470'STATION WAS NOT FOUND AFTER THOROUGH SEARCH.  PROBABLY WASHED AWAY
 TR2470'BY HIGH WATER AS THERE IS MUCH EVIDENCE OF CHANGES IN SHORE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5339 ***********************************************************************
 SY5339  DESIGNATION -  ELWOOD
 SY5339  PID         -  SY5339
 SY5339  STATE/COUNTY-  WA/KITSAP
 SY5339  USGS QUAD   -  BREMERTON WEST (1981)
 SY5339
 SY5339                         *CURRENT SURVEY CONTROL
 SY5339  ___________________________________________________________________
 SY5339* NAD 83(1991)-  47 35 27.67796(N)    122 41 06.15014(W)     ADJUSTED  
 SY5339* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY5339  ___________________________________________________________________
 SY5339  LAPLACE CORR-         -14.81  (seconds)                    DEFLEC99
 SY5339  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 SY5339
 SY5339  HORZ ORDER  -  SECOND
 SY5339
 SY5339.The horizontal coordinates were established by classical geodetic methods
 SY5339.and adjusted by the National Geodetic Survey in December 1991..
 SY5339
 SY5339.The orthometric height was scaled from a topographic map.
 SY5339
 SY5339.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5339
 SY5339.The geoid height was determined by GEOID03.
 SY5339
 SY5339;                    North         East     Units Scale Factor Converg.
 SY5339;SPC WA N     -    67,386.450   360,742.625   MT  0.99998426   -1 22 43.1
 SY5339;SPC WA N     -   221,083.71  1,183,536.43   sFT  0.99998426   -1 22 43.1
 SY5339;UTM  10      - 5,270,893.662   523,679.551   MT  0.99960689   +0 13 57.2
 SY5339
 SY5339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5339!SPC WA N     -   1.00000336  x   0.99998426  =   0.99998762
 SY5339!UTM  10      -   1.00000336  x   0.99960689  =   0.99961025
 SY5339
 SY5339|---------------------------------------------------------------------|
 SY5339| PID    Reference Object                     Distance      Geod. Az  |
 SY5339|                                                           dddmmss.s |
 SY5339| CF6585 ELWOOD RM 1                          15.880 METERS 04204     |
 SY5339| CF6586 ELWOOD RM 2                          15.363 METERS 15002     |
 SY5339| SY5345 NAVAL AMMO DEP DOCK HSE RED LT      APPROX. 0.6 KM 1945641.8 |
 SY5339| SY5347 BOULDER NEAR STA JOHNSON            APPROX. 0.7 KM 3420919.8 |
 SY5339|---------------------------------------------------------------------|
 SY5339
 SY5339                          SUPERSEDED SURVEY CONTROL
 SY5339
 SY5339  NAD 83(1986)-  47 35 27.67311(N)    122 41 06.15706(W) AD(       ) 2
 SY5339  NAD 27      -  47 35 28.34000(N)    122 41 01.65500(W) AD(       ) 2
 SY5339
 SY5339.Superseded values are not recommended for survey control.
 SY5339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5339.See file dsdata.txt to determine how the superseded data were derived.
 SY5339
 SY5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2368070894(NAD 83)
 SY5339_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5339
 SY5339  HISTORY     - Date     Condition        Report By
 SY5339  HISTORY     - 1935     MONUMENTED       CGS
 SY5339  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY5339
 SY5339                          STATION DESCRIPTION
 SY5339
 SY5339'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5339'LOCATED IN PUGET SOUND W AND N OF BREMERTON ON THE W SHORE OF
 SY5339'OSTRICH BAY, DYES INLET, ON THE MOST EASTERLY LOW GRAVEL POINT OF
 SY5339'ELWOOD ON A PENINSULA USED AS A PICNIC GROUND NEAR THE N BOUNDARY
 SY5339'OF THE NAVAL AMMUNITION DEPOT.  50.6 METERS E OF AN 8-FOOT GRANITE
 SY5339'BOULDER 20 PACES N OF THE SHORE END OF A BOAT LANDING ON THE S
 SY5339'SIDE OF THE PENINSULA.  THE STATION IS IN THE CENTER OF THE POINT
 SY5339'8 METERS FROM THE HIGH-WATER LINE AT THE END AND 3 METERS
 SY5339'FROM THE HIGH-WATER LINE ON THE N AND S SIDE OF THE POINT, THE
 SY5339'CONCRETE PROJECTING 2 INCHES ABOVE GROUND, AND IS A FEW
 SY5339'METERS SE FROM THE BRICK STORE AND BRICK INCINERATOR ON THE EDGE
 SY5339'OF THE GRASS OF THE PICNIC GROUNDS.
 SY5339'
 SY5339'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED
 SY5339'IN NOTE 1A.
 SY5339'
 SY5339'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK ON A 4-FOOT BOULDER
 SY5339'INSIDE THE HIGH-WATER LINE NE OF THE STATION AND 4 FEET BELOW HIGH
 SY5339'WATER.
 SY5339'
 SY5339'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK ON A 3-FOOT BOULDER
 SY5339'INSIDE THE HIGH-WATER LINE SE OF THE STATION 4 FEET BELOW HIGH
 SY5339'WATER AND 47 METERS E FROM THE SHORE END OF THE BOAT LANDING ABOVE
 SY5339'MENTIONED.
 SY5339
 SY5339                          STATION RECOVERY (1969)
 SY5339
 SY5339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LLB)
 SY5339'STATION WAS NOT RECOVERED.  ALL REFERENCE MARKS ARE DESTROYED.  ALL
 SY5339'BOULDERS ARE GONE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1940 ***********************************************************************
 SA1940  DESIGNATION -  ELWOOD STATION GRAIN ELEVATOR
 SA1940  PID         -  SA1940
 SA1940  STATE/COUNTY-  WA/WALLA WALLA
 SA1940  USGS QUAD   -  ELWOOD (1991)
 SA1940
 SA1940                         *CURRENT SURVEY CONTROL
 SA1940  ___________________________________________________________________
 SA1940* NAD 83(1991)-  46 22 55.49991(N)    118 30 55.19931(W)     ADJUSTED  
 SA1940* NAVD 88     -                                                        
 SA1940  ___________________________________________________________________
 SA1940  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 SA1940  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SA1940
 SA1940  HORZ ORDER  -  THIRD
 SA1940
 SA1940.The horizontal coordinates were established by classical geodetic methods
 SA1940.and adjusted by the National Geodetic Survey in December 1991..
 SA1940
 SA1940
 SA1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1940
 SA1940.The geoid height was determined by GEOID03.
 SA1940
 SA1940;                    North         East     Units Scale Factor Converg.
 SA1940;SPC WA S     -   118,488.541   652,649.004   MT  0.99992085   +1 26 30.0
 SA1940;SPC WA S     -   388,741.15  2,141,232.61   sFT  0.99992085   +1 26 30.0
 SA1940;UTM  11      - 5,137,616.664   383,475.148   MT  0.99976690   -1 05 49.8
 SA1940
 SA1940                          SUPERSEDED SURVEY CONTROL
 SA1940
 SA1940  NAD 83(1991)-  46 22 55.50120(N)    118 30 55.20107(W) AD(       ) 4
 SA1940  NAD 83(1986)-  46 22 55.50723(N)    118 30 55.19002(W) AD(       ) 4
 SA1940  NAD 27      -  46 22 56.00737(N)    118 30 51.24901(W) AD(       ) 3
 SA1940
 SA1940.Superseded values are not recommended for survey control.
 SA1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1940.See file dsdata.txt to determine how the superseded data were derived.
 SA1940
 SA1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM8347537617(NAD 83)
 SA1940
 SA1940  HISTORY     - Date     Condition        Report By
 SA1940  HISTORY     - UNK      MONUMENTED
 SA1940  HISTORY     - 1979     GOOD             NGS
 SA1940  HISTORY     - 20040403 GOOD             GEOCAC
 SA1940
 SA1940                          STATION DESCRIPTION
 SA1940
 SA1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SA1940'THE STATION IS THE TOP CENTER OF THE HEAD HOUSE ATOP THE ELWOOD
 SA1940'STATION GRAIN ELEVATOR.  LOCATED 7.1/2 MILES NORTH EAST OF THE
 SA1940'VILLAGE OF EUREKA.  THE ELEVATOR IS OF POURED CONCRETE CONSTRUCTION,
 SA1940'PAINTED WHITE AND IS ABOUT 150 FEET IN HEIGHT
 SA1940
 SA1940                          STATION RECOVERY (2004)
 SA1940
 SA1940'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA1940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2398 ***********************************************************************
 SY2398  DESIGNATION -  EM 1 K CO 1968
 SY2398  PID         -  SY2398
 SY2398  STATE/COUNTY-  WA/KING
 SY2398  USGS QUAD   -  DES MOINES (1995)
 SY2398
 SY2398                         *CURRENT SURVEY CONTROL
 SY2398  ___________________________________________________________________
 SY2398* NAD 83(1991)-  47 26 34.71733(N)    122 15 52.95792(W)     ADJUSTED  
 SY2398* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 SY2398  ___________________________________________________________________
 SY2398  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 SY2398  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SY2398
 SY2398  HORZ ORDER  -  SECOND
 SY2398
 SY2398.The horizontal coordinates were established by classical geodetic methods
 SY2398.and adjusted by the National Geodetic Survey in December 1991..
 SY2398
 SY2398.The orthometric height was scaled from a topographic map.
 SY2398
 SY2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2398
 SY2398.The geoid height was determined by GEOID03.
 SY2398
 SY2398;                    North         East     Units Scale Factor Converg.
 SY2398;SPC WA N     -    50,255.310   392,043.241   MT  1.00001113   -1 03 56.5
 SY2398;SPC WA N     -   164,879.30  1,286,228.53   sFT  1.00001113   -1 03 56.5
 SY2398;UTM  10      - 5,254,654.484   555,436.978   MT  0.99963777   +0 32 29.9
 SY2398
 SY2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2398!SPC WA N     -   0.99999308  x   1.00001113  =   1.00000421
 SY2398!UTM  10      -   0.99999308  x   0.99963777  =   0.99963085
 SY2398
 SY2398                          SUPERSEDED SURVEY CONTROL
 SY2398
 SY2398  NAD 83(1986)-  47 26 34.71076(N)    122 15 52.96774(W) AD(       ) 2
 SY2398  NAD 27      -  47 26 35.35101(N)    122 15 48.52573(W) AD(       ) 2
 SY2398
 SY2398.Superseded values are not recommended for survey control.
 SY2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2398.See file dsdata.txt to determine how the superseded data were derived.
 SY2398
 SY2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5543754654(NAD 83)
 SY2398_MARKER: Z = SEE DESCRIPTION
 SY2398_SETTING: 0 = UNSPECIFIED SETTING
 SY2398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2398
 SY2398  HISTORY     - Date     Condition        Report By
 SY2398  HISTORY     - 1968     MONUMENTED       WA-033
 SY2398
 SY2398                          STATION DESCRIPTION
 SY2398
 SY2398'DESCRIBED BY KING COUNTY WASHINGTON 1968
 SY2398'APPROX. LOCATION--1-1/2 MILES E OF SEA-TAC AIRPORT
 SY2398'
 SY2398'THIS POINT IS LOCATED APPROX. 0. MILE EAST OF THE BRIDGE, CROSSING
 SY2398'U.S. HIGHWAY 5, ON SO. 178TH ST.  THE POINT IS 55.0 FT NORTH
 SY2398'OF THE CENTER OF SO. 178TH ST. (PAVED ROAD).  THE POINT IS ON THE
 SY2398'PROJECTED WEST EDGE OF A DIRT ENTRANCE ROAD THAT ALLOWS ACCESS TO
 SY2398'A DIRT ROAD PARALLELING S. 178TH ST.  THE POINT IS 4 FT SOUTH OF
 SY2398'A REFERENCE POST.  THE POINT IS 79.8 FT NNW OF A RAILROAD
 SY2398'SPIKE IN A 6 IN FIR TREE.  THE POINT IS 60.7 FT ENE OF A
 SY2398'RAILROAD SPIKE IN A POWER POLE.
 SY2398'
 SY2398'*NOTE--BOTH POINTS WERE SET BY DOBBS AND CREW.
 SY2398'
 SY2398'SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE (FLUSH).
 SY2398'
 SY2398'SUB-SURFACE MONUMENT--THERE IS A COPPER RIVET IN CONCRETE
 SY2398'APPROX. 1.5 FT BELOW THIS POINT.
 SY2398'
 SY2398'MONUMENT STAMPED EM-1 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2452 ***********************************************************************
 SY2452  DESIGNATION -  EM 10 K CO 1973
 SY2452  PID         -  SY2452
 SY2452  STATE/COUNTY-  WA/KING
 SY2452  USGS QUAD   -  DES MOINES (1995)
 SY2452
 SY2452                         *CURRENT SURVEY CONTROL
 SY2452  ___________________________________________________________________
 SY2452* NAD 83(1991)-  47 28 13.53169(N)    122 18 46.64276(W)     ADJUSTED  
 SY2452* NAVD 88     -        87.6    (meters)     287.     (feet)  VERTCON   
 SY2452  ___________________________________________________________________
 SY2452  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 SY2452  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 SY2452
 SY2452  HORZ ORDER  -  SECOND
 SY2452
 SY2452.The horizontal coordinates were established by classical geodetic methods
 SY2452.and adjusted by the National Geodetic Survey in December 1991..
 SY2452
 SY2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2452
 SY2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2452
 SY2452.The geoid height was determined by GEOID03.
 SY2452
 SY2452;                    North         East     Units Scale Factor Converg.
 SY2452;SPC WA N     -    53,375.302   388,463.578   MT  1.00000565   -1 06 05.8
 SY2452;SPC WA N     -   175,115.47  1,274,484.26   sFT  1.00000565   -1 06 05.8
 SY2452;UTM  10      - 5,257,671.696   551,772.562   MT  0.99963294   +0 30 22.7
 SY2452
 SY2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2452!SPC WA N     -   0.99998988  x   1.00000565  =   0.99999553
 SY2452!UTM  10      -   0.99998988  x   0.99963294  =   0.99962282
 SY2452
 SY2452|---------------------------------------------------------------------|
 SY2452| PID    Reference Object                     Distance      Geod. Az  |
 SY2452|                                                           dddmmss.s |
 SY2452| SY2453 EW 1 4 COR T23N 20 21               388.746 METERS 18011     |
 SY2452|---------------------------------------------------------------------|
 SY2452
 SY2452                          SUPERSEDED SURVEY CONTROL
 SY2452
 SY2452  NAD 83(1986)-  47 28 13.52537(N)    122 18 46.65161(W) AD(       ) 2
 SY2452  NAD 27      -  47 28 14.16873(N)    122 18 42.20404(W) AD(       ) 2
 SY2452  NGVD 29 (07/19/86)   86.5    (m)          284.     (f) VERT ANG       
 SY2452
 SY2452.Superseded values are not recommended for survey control.
 SY2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2452.See file dsdata.txt to determine how the superseded data were derived.
 SY2452
 SY2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5177357672(NAD 83)
 SY2452_MARKER: Z = SEE DESCRIPTION
 SY2452_SETTING: 0 = UNSPECIFIED SETTING
 SY2452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2452
 SY2452  HISTORY     - Date     Condition        Report By
 SY2452  HISTORY     - 1973     MONUMENTED       WA-033
 SY2452
 SY2452                          STATION DESCRIPTION
 SY2452
 SY2452'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2452'POINT IS LOCATED ON NORTH SHOULDER OF WESTBOUND LANES OF
 SY2452'HWY. 518.  (RENTON-BURIEN FREEWAY).
 SY2452'
 SY2452'POINT IS 50 FT N OF CENTERLINE.  POINT IS 8.5 FT WSW OF SPIKE
 SY2452'IN GUARD RAIL POST.  POINT IS 12.5 FT ESE OF SPIKE IN GUARD
 SY2452'RAIL POST.
 SY2452'
 SY2452'POINT IS APPROX. ON PROJECTED CENTERLINE OF 16TH AVE. S.
 SY2452'
 SY2452'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2452'
 SY2452'SUB-SURFACE MONUMENT--NONE.
 SY2452'
 SY2452'DISK STAMPED--EM-10.  1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2475 ***********************************************************************
 SY2475  DESIGNATION -  EM 11 K CO 1972
 SY2475  PID         -  SY2475
 SY2475  STATE/COUNTY-  WA/KING
 SY2475  USGS QUAD   -  DES MOINES (1995)
 SY2475
 SY2475                         *CURRENT SURVEY CONTROL
 SY2475  ___________________________________________________________________
 SY2475* NAD 83(1991)-  47 27 34.49743(N)    122 19 37.67864(W)     ADJUSTED  
 SY2475* NAVD 88     -       169.4    (meters)     556.     (feet)  VERTCON   
 SY2475  ___________________________________________________________________
 SY2475  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 SY2475  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 SY2475
 SY2475  HORZ ORDER  -  SECOND
 SY2475
 SY2475.The horizontal coordinates were established by classical geodetic methods
 SY2475.and adjusted by the National Geodetic Survey in December 1991..
 SY2475
 SY2475.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2475
 SY2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2475
 SY2475.The geoid height was determined by GEOID03.
 SY2475
 SY2475;                    North         East     Units Scale Factor Converg.
 SY2475;SPC WA N     -    52,190.659   387,371.655   MT  1.00000778   -1 06 43.8
 SY2475;SPC WA N     -   171,228.85  1,270,901.84   sFT  1.00000778   -1 06 43.8
 SY2475;UTM  10      - 5,256,457.335   550,714.706   MT  0.99963161   +0 29 44.8
 SY2475
 SY2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2475!SPC WA N     -   0.99997705  x   1.00000778  =   0.99998483
 SY2475!UTM  10      -   0.99997705  x   0.99963161  =   0.99960867
 SY2475
 SY2475|---------------------------------------------------------------------|
 SY2475| PID    Reference Object                     Distance      Geod. Az  |
 SY2475|                                                           dddmmss.s |
 SY2475| SY2471 EM 12 K CO 1972                     269.507 METERS 08631     |
 SY2475| SY2489 SEC COR 19 20 30 29 T23N            APPROX. 0.5 KM 2711519.2 |
 SY2475|---------------------------------------------------------------------|
 SY2475
 SY2475                          SUPERSEDED SURVEY CONTROL
 SY2475
 SY2475  NAD 83(1986)-  47 27 34.49132(N)    122 19 37.68806(W) AD(       ) 2
 SY2475  NAD 27      -  47 27 35.13472(N)    122 19 33.23927(W) AD(       ) 2
 SY2475  NGVD 29 (07/19/86)  168.3    (m)          552.     (f) VERT ANG       
 SY2475
 SY2475.Superseded values are not recommended for survey control.
 SY2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2475.See file dsdata.txt to determine how the superseded data were derived.
 SY2475
 SY2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5071556457(NAD 83)
 SY2475_MARKER: Z = SEE DESCRIPTION
 SY2475_SETTING: 0 = UNSPECIFIED SETTING
 SY2475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2475
 SY2475  HISTORY     - Date     Condition        Report By
 SY2475  HISTORY     - 1972     MONUMENTED       WA-033
 SY2475
 SY2475                          STATION DESCRIPTION
 SY2475
 SY2475'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2475'APPROX. LOCATION--3/4 MILE N.W. OF SEA-TAC AIRPORT.
 SY2475'
 SY2475'POINT LOCATED AT THE N.E. CORNER OF A ASPHALT TRAFFIC ISLAND AT
 SY2475'THE S.W. CORNER OF THE INTERSECTION OF SO. 160TH ST. AND 5TH
 SY2475'PL. SOUTH AND A RAMP TO STATE HWY. 509.  POINT IS 132.0 FT S.E. OF
 SY2475'A POWER POLE SPIKE IN POLE UP 5 FT.  POINT IS 107.5 FT S.W. OF A
 SY2475'POWER POLE SPIKE IN POLE UP 3 FT.  POINT IS 125.0 FT WEST OF
 SY2475'A POWER POLE SPIKE IN POLE UP 3 FT.  POINT IS 29.0 FT SOUTH
 SY2475'OF CENTERLINE OF SOUTH 160TH STREET.  POINT IS 32.0 FT WEST OF
 SY2475'CENTERLINE OF ON RAMP TO STATE HWY. 509.
 SY2475'
 SY2475'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE MONUMENT SET
 SY2475'ON SURFACE.
 SY2475'
 SY2475'SUB-SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE MONUMENT
 SY2475'SET BELOW SURFACE 3.5 FT.
 SY2475'
 SY2475'MONUMENT STAMPED EM-11 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2471 ***********************************************************************
 SY2471  DESIGNATION -  EM 12 K CO 1972
 SY2471  PID         -  SY2471
 SY2471  STATE/COUNTY-  WA/KING
 SY2471  USGS QUAD   -  DES MOINES (1995)
 SY2471
 SY2471                         *CURRENT SURVEY CONTROL
 SY2471  ___________________________________________________________________
 SY2471* NAD 83(1991)-  47 27 35.02867(N)    122 19 24.83501(W)     ADJUSTED  
 SY2471* NAVD 88     -        80.0    (meters)     262.     (feet)  VERTCON   
 SY2471  ___________________________________________________________________
 SY2471  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 SY2471  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 SY2471
 SY2471  HORZ ORDER  -  SECOND
 SY2471
 SY2471.The horizontal coordinates were established by classical geodetic methods
 SY2471.and adjusted by the National Geodetic Survey in December 1991..
 SY2471
 SY2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2471
 SY2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2471
 SY2471.The geoid height was determined by GEOID03.
 SY2471
 SY2471;                    North         East     Units Scale Factor Converg.
 SY2471;SPC WA N     -    52,201.847   387,640.932   MT  1.00000776   -1 06 34.2
 SY2471;SPC WA N     -   171,265.56  1,271,785.29   sFT  1.00000776   -1 06 34.2
 SY2471;UTM  10      - 5,256,476.068   550,983.462   MT  0.99963194   +0 29 54.3
 SY2471
 SY2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2471!SPC WA N     -   0.99999106  x   1.00000776  =   0.99999882
 SY2471!UTM  10      -   0.99999106  x   0.99963194  =   0.99962301
 SY2471
 SY2471:                Primary Azimuth Mark                     Grid Az
 SY2471:SPC WA N     -  EM 8 K CO 1972                           092 26 52.2
 SY2471:UTM  10      -  EM 8 K CO 1972                           090 50 23.7
 SY2471
 SY2471|---------------------------------------------------------------------|
 SY2471| PID    Reference Object                     Distance      Geod. Az  |
 SY2471|                                                           dddmmss.s |
 SY2471| SY2465 EM 8 K CO 1972                      APPROX. 0.6 KM 0912018.0 |
 SY2471| SY2470 SN 1 4 COR SEC 20 29                 13.458 METERS 12903     |
 SY2471| SY2475 EM 11 K CO 1972                     269.507 METERS 26631     |
 SY2471|---------------------------------------------------------------------|
 SY2471
 SY2471                          SUPERSEDED SURVEY CONTROL
 SY2471
 SY2471  NAD 83(1986)-  47 27 35.02249(N)    122 19 24.84414(W) AD(       ) 2
 SY2471  NAD 27      -  47 27 35.66595(N)    122 19 20.39596(W) AD(       ) 2
 SY2471  NGVD 29 (07/19/86)   78.9    (m)          259.     (f) VERT ANG       
 SY2471
 SY2471.Superseded values are not recommended for survey control.
 SY2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2471.See file dsdata.txt to determine how the superseded data were derived.
 SY2471
 SY2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5098356476(NAD 83)
 SY2471_MARKER: Z = SEE DESCRIPTION
 SY2471_SETTING: 0 = UNSPECIFIED SETTING
 SY2471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2471
 SY2471  HISTORY     - Date     Condition        Report By
 SY2471  HISTORY     - 1972     MONUMENTED       WA-033
 SY2471
 SY2471                          STATION DESCRIPTION
 SY2471
 SY2471'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2471'APPROX. LOCATION.  1 MILE N.W. OF SEA-TAC AIRPORT
 SY2471'
 SY2471'POINT LOCATED IN THE S.W. CORNER OF AN ASPHALT ISLAND NEAR THE
 SY2471'INTERSECTION OF SO. 160TH ST. AND DES MOINES WAY SOUTH.
 SY2471'
 SY2471'POINT IS 106.0 FT S.E. OF THE N.E. CORNER OF DES MOINES WAY
 SY2471'TRANSMISSIONS.
 SY2471'
 SY2471'POINT IS 103.0 FT EAST OF THE S.E. CORNER OF DES MOINES WAY
 SY2471'TRANSMISSIONS.
 SY2471'
 SY2471'POINT IS 59.5 FT NORTH OF A WATERLINE AIR VENT X MARK ON TOP.
 SY2471'
 SY2471'POINT IS 66.0 FT SOUTH OF A TELEPHONE POLE SPIKE IN POLE UP 2
 SY2471'FT.
 SY2471'
 SY2471'POINT 57.0 FT S.W. OF A TELEPHONE POLE SPIKE IN POLE UP 2 FT.
 SY2471'
 SY2471'POINT IS 62.8 FT N.W. OF A TELEPHONE POWER POLE SPIKE IN POLE UP
 SY2471'2 FT.
 SY2471'
 SY2471'POINT IS 27.0 FT EAST OF CENTERLINE OF DES MOINES WAY SOUTH.
 SY2471'
 SY2471'POINT IS 20.0 FT NORTH OF CENTERLINE OF SO. 160TH ST.
 SY2471'
 SY2471'SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT SET
 SY2471'ON SURFACE.
 SY2471'
 SY2471'SUB-SURFACE MONUMENT--STAND. K.C.S. DISC SER IN CONCRETE MOUMENT
 SY2471'BURIED 3.5 FT.
 SY2471'
 SY2471'MONUMENT STAMPED EM-12 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2411 ***********************************************************************
 SY2411  DESIGNATION -  EM 13 K CO 1972
 SY2411  PID         -  SY2411
 SY2411  STATE/COUNTY-  WA/KING
 SY2411  USGS QUAD   -  DES MOINES (1995)
 SY2411
 SY2411                         *CURRENT SURVEY CONTROL
 SY2411  ___________________________________________________________________
 SY2411* NAD 83(1991)-  47 26 42.41013(N)    122 16 58.58845(W)     ADJUSTED  
 SY2411* NAVD 88     -       147.8    (meters)     485.     (feet)  VERTCON   
 SY2411  ___________________________________________________________________
 SY2411  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 SY2411  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SY2411
 SY2411  HORZ ORDER  -  SECOND
 SY2411
 SY2411.The horizontal coordinates were established by classical geodetic methods
 SY2411.and adjusted by the National Geodetic Survey in December 1991..
 SY2411
 SY2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2411
 SY2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2411
 SY2411.The geoid height was determined by GEOID03.
 SY2411
 SY2411;                    North         East     Units Scale Factor Converg.
 SY2411;SPC WA N     -    50,518.586   390,672.888   MT  1.00001069   -1 04 45.3
 SY2411;SPC WA N     -   165,743.06  1,281,732.63   sFT  1.00001069   -1 04 45.3
 SY2411;UTM  10      - 5,254,879.133   554,060.295   MT  0.99963591   +0 31 41.6
 SY2411
 SY2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2411!SPC WA N     -   0.99998043  x   1.00001069  =   0.99999112
 SY2411!UTM  10      -   0.99998043  x   0.99963591  =   0.99961635
 SY2411
 SY2411|---------------------------------------------------------------------|
 SY2411| PID    Reference Object                     Distance      Geod. Az  |
 SY2411|                                                           dddmmss.s |
 SY2411| SY2404 BOW 1955 RM 1                       212.923 METERS 08536     |
 SY2411| SY2412 EM 14 K CO 1972                     APPROX. 0.7 KM 3592801.3 |
 SY2411|---------------------------------------------------------------------|
 SY2411
 SY2411                          SUPERSEDED SURVEY CONTROL
 SY2411
 SY2411  NAD 83(1986)-  47 26 42.40364(N)    122 16 58.59826(W) AD(       ) 2
 SY2411  NAD 27      -  47 26 43.04575(N)    122 16 54.15594(W) AD(       ) 2
 SY2411  NGVD 29 (07/19/86)  146.7    (m)          481.     (f) VERT ANG       
 SY2411
 SY2411.Superseded values are not recommended for survey control.
 SY2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2411.See file dsdata.txt to determine how the superseded data were derived.
 SY2411
 SY2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5406054879(NAD 83)
 SY2411_MARKER: Z = SEE DESCRIPTION
 SY2411_SETTING: 0 = UNSPECIFIED SETTING
 SY2411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2411
 SY2411  HISTORY     - Date     Condition        Report By
 SY2411  HISTORY     - 1972     MONUMENTED       WA-033
 SY2411
 SY2411                          STATION DESCRIPTION
 SY2411
 SY2411'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2411'POINT LOCATED IN THE FRONT YARD OF A GREEN HOUSE, ADDRESS.  3865
 SY2411'S 176TH ST.
 SY2411'
 SY2411'POINT IS 20.0 FT E OF A 6 IN PINE, (FROM FACE).
 SY2411'
 SY2411'POINT IS 68.2 FT SE OF A WATER LINE VENT, X MARK ON TOP.
 SY2411'
 SY2411'POINT IS 107.8 FT SW OF A SPIKE IN A POWER POLE, UP 3 FT.
 SY2411'
 SY2411'POINT IS 78.6 FT W OF A FIRE HYDRANT, MEAS. FROM CENTER BOLT.
 SY2411'
 SY2411'POINT IS 33.0 FT S OF CENTERLINE OF S 176TH ST.
 SY2411'
 SY2411'POINT IS 44.0 FT W OF CENTERLINE OF 40TH AVE. S.
 SY2411'
 SY2411'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2411'
 SY2411'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2411'3.5 FT.
 SY2411'
 SY2411'DISKS STAMPED--EM-13.  1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2412 ***********************************************************************
 SY2412  DESIGNATION -  EM 14 K CO 1972
 SY2412  PID         -  SY2412
 SY2412  STATE/COUNTY-  WA/KING
 SY2412  USGS QUAD   -  DES MOINES (1995)
 SY2412
 SY2412                         *CURRENT SURVEY CONTROL
 SY2412  ___________________________________________________________________
 SY2412* NAD 83(1991)-  47 27 04.50757(N)    122 16 58.89150(W)     ADJUSTED  
 SY2412* NAVD 88     -       150.7    (meters)     494.     (feet)  VERTCON   
 SY2412  ___________________________________________________________________
 SY2412  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 SY2412  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 SY2412
 SY2412  HORZ ORDER  -  SECOND
 SY2412
 SY2412.The horizontal coordinates were established by classical geodetic methods
 SY2412.and adjusted by the National Geodetic Survey in December 1991..
 SY2412
 SY2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2412
 SY2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2412
 SY2412.The geoid height was determined by GEOID03.
 SY2412
 SY2412;                    North         East     Units Scale Factor Converg.
 SY2412;SPC WA N     -    51,201.031   390,679.395   MT  1.00000945   -1 04 45.6
 SY2412;SPC WA N     -   167,982.05  1,281,753.98   sFT  1.00000945   -1 04 45.6
 SY2412;UTM  10      - 5,255,561.237   554,047.660   MT  0.99963590   +0 31 41.6
 SY2412
 SY2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2412!SPC WA N     -   0.99997998  x   1.00000945  =   0.99998943
 SY2412!UTM  10      -   0.99997998  x   0.99963590  =   0.99961589
 SY2412
 SY2412|---------------------------------------------------------------------|
 SY2412| PID    Reference Object                     Distance      Geod. Az  |
 SY2412|                                                           dddmmss.s |
 SY2412| SY2410 EM 15 K CO 1972                     376.681 METERS 00110     |
 SY2412|---------------------------------------------------------------------|
 SY2412
 SY2412                          SUPERSEDED SURVEY CONTROL
 SY2412
 SY2412  NAD 83(1986)-  47 27 04.50109(N)    122 16 58.90103(W) AD(       ) 2
 SY2412  NAD 27      -  47 27 05.14324(N)    122 16 54.45827(W) AD(       ) 2
 SY2412  NGVD 29 (07/19/86)  149.6    (m)          491.     (f) VERT ANG       
 SY2412
 SY2412.Superseded values are not recommended for survey control.
 SY2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2412.See file dsdata.txt to determine how the superseded data were derived.
 SY2412
 SY2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5404855561(NAD 83)
 SY2412_MARKER: Z = SEE DESCRIPTION
 SY2412_SETTING: 0 = UNSPECIFIED SETTING
 SY2412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2412
 SY2412  HISTORY     - Date     Condition        Report By
 SY2412  HISTORY     - 1972     MONUMENTED       WA-033
 SY2412
 SY2412                          STATION DESCRIPTION
 SY2412
 SY2412'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2412'POINT LOCATED NEAR THE INTERSECTION OF S 170TH ST. AND 40TH
 SY2412'AVE. S. IT IS AT THE BACK OF A DITCH ON THE NW SIDE OF 40TH AVE. S.
 SY2412'
 SY2412'POINT IS 52.1 FT W OF A FIRE HYDRANT CENTER BOLT.
 SY2412'
 SY2412'POINT IS 46.7 FT W OF A SPIKE IN POWER POLE, UP 3 FT.
 SY2412'
 SY2412'POINT IS 75.2 FT SE OF THE NE CORNER OF A HOUSE AT 3768 S 170TH ST.
 SY2412'
 SY2412'POINT IS 53.8 FT SE OF THE SE CORNER OF A HOUSE AT 3768 S 170TH ST.
 SY2412'
 SY2412'POINT IS 25.0 FT W OF CENTERLINE OF 40TH AVE. S.
 SY2412'
 SY2412'POINT IS 28.0 FT N OF CENTERLINE OF S 170TH ST.
 SY2412'
 SY2412'POINT IS 3.6 FT N OF A REF. POST.
 SY2412'
 SY2412'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2412'
 SY2412'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2412'3.5 FT.
 SY2412'
 SY2412'DISKS STAMPED--EM-14.  1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2410 ***********************************************************************
 SY2410  DESIGNATION -  EM 15 K CO 1972
 SY2410  PID         -  SY2410
 SY2410  STATE/COUNTY-  WA/KING
 SY2410  USGS QUAD   -  DES MOINES (1995)
 SY2410
 SY2410                         *CURRENT SURVEY CONTROL
 SY2410  ___________________________________________________________________
 SY2410* NAD 83(1991)-  47 27 16.70200(N)    122 16 58.52622(W)     ADJUSTED  
 SY2410* NAVD 88     -       154.2    (meters)     506.     (feet)  VERTCON   
 SY2410  ___________________________________________________________________
 SY2410  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 SY2410  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 SY2410
 SY2410  HORZ ORDER  -  SECOND
 SY2410
 SY2410.The horizontal coordinates were established by classical geodetic methods
 SY2410.and adjusted by the National Geodetic Survey in December 1991..
 SY2410
 SY2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2410
 SY2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2410
 SY2410.The geoid height was determined by GEOID03.
 SY2410
 SY2410;                    North         East     Units Scale Factor Converg.
 SY2410;SPC WA N     -    51,577.427   390,694.140   MT  1.00000877   -1 04 45.3
 SY2410;SPC WA N     -   169,216.94  1,281,802.36   sFT  1.00000877   -1 04 45.3
 SY2410;UTM  10      - 5,255,937.758   554,051.837   MT  0.99963590   +0 31 41.9
 SY2410
 SY2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2410!SPC WA N     -   0.99997943  x   1.00000877  =   0.99998820
 SY2410!UTM  10      -   0.99997943  x   0.99963590  =   0.99961534
 SY2410
 SY2410|---------------------------------------------------------------------|
 SY2410| PID    Reference Object                     Distance      Geod. Az  |
 SY2410|                                                           dddmmss.s |
 SY2410| SY2412 EM 14 K CO 1972                     376.681 METERS 18110     |
 SY2410| SY2414 EM 15 A K CO                        180.067 METERS 26738     |
 SY2410|---------------------------------------------------------------------|
 SY2410
 SY2410                          SUPERSEDED SURVEY CONTROL
 SY2410
 SY2410  NAD 83(1986)-  47 27 16.69551(N)    122 16 58.53560(W) AD(       ) 2
 SY2410  NAD 27      -  47 27 17.33768(N)    122 16 54.09260(W) AD(       ) 2
 SY2410  NGVD 29 (07/19/86)  153.1    (m)          502.     (f) VERT ANG       
 SY2410
 SY2410.Superseded values are not recommended for survey control.
 SY2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2410.See file dsdata.txt to determine how the superseded data were derived.
 SY2410
 SY2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5405255938(NAD 83)
 SY2410_MARKER: Z = SEE DESCRIPTION
 SY2410_SETTING: 0 = UNSPECIFIED SETTING
 SY2410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2410
 SY2410  HISTORY     - Date     Condition        Report By
 SY2410  HISTORY     - 1972     MONUMENTED       WA-033
 SY2410
 SY2410                          STATION DESCRIPTION
 SY2410
 SY2410'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2410'POINT LOCATED ON N SHOULDER OF S 166TH ST. AT INTERSECTION OF
 SY2410'S 166TH ST. AND 40TH AVE. S, ON PROJECTED CENTERLINE OF 40TH
 SY2410'AVE. S.
 SY2410'
 SY2410'POINT IS 54.8 FT SE OF AN 8 IN FIR, SPIKE IN FIR UP 2 FT.
 SY2410'
 SY2410'POINT IS 22.0 FT SW OF A SPIKE IN A TELE. POLE, UP 3 FT.
 SY2410'
 SY2410'POINT IS 82.2 FT NE OF A WATER LINE VENT X MARK ON TOP OF VENT.
 SY2410'
 SY2410'POINT IS 66.0 FT E OF A DRIVEWAY TO HOUSE 3904 S 166TH ST.
 SY2410'
 SY2410'POINT IS 48.0 FT W OF A DRIVEWAY TO HOUSE 4004 S 166TH ST.
 SY2410'
 SY2410'POINT IS 13.3 FT SE OF A REFERENCE POST.
 SY2410'
 SY2410'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2410'6 IN.
 SY2410'
 SY2410'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2410'3.5 FT.
 SY2410'
 SY2410'DISKS STAMPED--EM-15.  1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2405 ***********************************************************************
 SY2405  DESIGNATION -  EM 16 K CO 1972
 SY2405  PID         -  SY2405
 SY2405  STATE/COUNTY-  WA/KING
 SY2405  USGS QUAD   -  DES MOINES (1995)
 SY2405
 SY2405                         *CURRENT SURVEY CONTROL
 SY2405  ___________________________________________________________________
 SY2405* NAD 83(1991)-  47 28 27.78577(N)    122 16 51.80371(W)     ADJUSTED  
 SY2405* NAVD 88     -        89.8    (meters)     295.     (feet)  VERTCON   
 SY2405  ___________________________________________________________________
 SY2405  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 SY2405  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 SY2405
 SY2405  HORZ ORDER  -  SECOND
 SY2405
 SY2405.The horizontal coordinates were established by classical geodetic methods
 SY2405.and adjusted by the National Geodetic Survey in December 1991..
 SY2405
 SY2405.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2405
 SY2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2405
 SY2405.The geoid height was determined by GEOID03.
 SY2405
 SY2405;                    North         East     Units Scale Factor Converg.
 SY2405;SPC WA N     -    53,769.705   390,876.227   MT  1.00000488   -1 04 40.3
 SY2405;SPC WA N     -   176,409.44  1,282,399.75   sFT  1.00000488   -1 04 40.3
 SY2405;UTM  10      - 5,258,133.466   554,172.305   MT  0.99963606   +0 31 47.5
 SY2405
 SY2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2405!SPC WA N     -   0.99998954  x   1.00000488  =   0.99999442
 SY2405!UTM  10      -   0.99998954  x   0.99963606  =   0.99962560
 SY2405
 SY2405:                Primary Azimuth Mark                     Grid Az
 SY2405:SPC WA N     -  TUKWILA DIST 75 TANK NO 6                186 17 26.4
 SY2405:UTM  10      -  TUKWILA DIST 75 TANK NO 6                184 40 58.6
 SY2405
 SY2405|---------------------------------------------------------------------|
 SY2405| PID    Reference Object                     Distance      Geod. Az  |
 SY2405|                                                           dddmmss.s |
 SY2405| SY2388 TUKWILA DIST 75 TANK NO 6           APPROX. 2.1 KM 1851246.1 |
 SY2405| SY2406 SN 1 4 CORSEC T23N 15 22             24.237 METERS 20001     |
 SY2405| SY2407 EM 17 K CO 1972                     392.945 METERS 35831     |
 SY2405|---------------------------------------------------------------------|
 SY2405
 SY2405                          SUPERSEDED SURVEY CONTROL
 SY2405
 SY2405  NAD 83(1986)-  47 28 27.77913(N)    122 16 51.81257(W) AD(       ) 2
 SY2405  NAD 27      -  47 28 28.42155(N)    122 16 47.36894(W) AD(       ) 2
 SY2405  NGVD 29 (07/19/86)   88.7    (m)          291.     (f) VERT ANG       
 SY2405
 SY2405.Superseded values are not recommended for survey control.
 SY2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2405.See file dsdata.txt to determine how the superseded data were derived.
 SY2405
 SY2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5417258133(NAD 83)
 SY2405_MARKER: Z = SEE DESCRIPTION
 SY2405_SETTING: 0 = UNSPECIFIED SETTING
 SY2405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2405
 SY2405  HISTORY     - Date     Condition        Report By
 SY2405  HISTORY     - 1972     MONUMENTED       WA-033
 SY2405
 SY2405                          STATION DESCRIPTION
 SY2405
 SY2405'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2405'POINT IS LOCATED ON AN EIGHT FOOT BANK E OF CENTERLINE OF 42ND
 SY2405'AVE. S AND N OF CENTERLINE OF S 144TH ST.  POINT IS SW OF THE SW
 SY2405'CORNER OF FOSTER HIGH SCHOOL.
 SY2405'
 SY2405'POINT IS 11.6 FT N OF A SPIKE UP 1 FT IN A 12 IN MAPLE TREE.
 SY2405'
 SY2405'POINT IS 42.0 FT W OF A SPIKE UP 1 FT IN A 12 IN MAPLE TREE.
 SY2405'
 SY2405'POINT IS 76.2 FT E OF A SPIKE UP 5 FT IN A POWER POLE.
 SY2405'
 SY2405'POINT IS 30.0 FT E OF CENTERLINE OF 42ND AVE. S.
 SY2405'
 SY2405'POINT IS 75.0 FT N OF CENTERLINE OF S 144TH ST.
 SY2405'
 SY2405'POINT IS 44.0 FT S OF CENTERLINE OF DRIVEWAY TO FOSTER HIGH
 SY2405'SCHOOL.
 SY2405'
 SY2405'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2405'
 SY2405'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2405'3.5 FT.
 SY2405'
 SY2405'DISKS STAMPED--EM-16.  1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2407 ***********************************************************************
 SY2407  DESIGNATION -  EM 17 K CO 1972
 SY2407  PID         -  SY2407
 SY2407  STATE/COUNTY-  WA/KING
 SY2407  USGS QUAD   -  DES MOINES (1995)
 SY2407
 SY2407                         *CURRENT SURVEY CONTROL
 SY2407  ___________________________________________________________________
 SY2407* NAD 83(1991)-  47 28 40.50501(N)    122 16 52.28947(W)     ADJUSTED  
 SY2407* NAVD 88     -        84.3    (meters)     277.     (feet)  VERTCON   
 SY2407  ___________________________________________________________________
 SY2407  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 SY2407  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 SY2407
 SY2407  HORZ ORDER  -  SECOND
 SY2407
 SY2407.The horizontal coordinates were established by classical geodetic methods
 SY2407.and adjusted by the National Geodetic Survey in December 1991..
 SY2407
 SY2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2407
 SY2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2407
 SY2407.The geoid height was determined by GEOID03.
 SY2407
 SY2407;                    North         East     Units Scale Factor Converg.
 SY2407;SPC WA N     -    54,162.641   390,873.448   MT  1.00000419   -1 04 40.7
 SY2407;SPC WA N     -   177,698.60  1,282,390.64   sFT  1.00000419   -1 04 40.7
 SY2407;UTM  10      - 5,258,526.026   554,158.507   MT  0.99963604   +0 31 47.2
 SY2407
 SY2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2407!SPC WA N     -   0.99999040  x   1.00000419  =   0.99999459
 SY2407!UTM  10      -   0.99999040  x   0.99963604  =   0.99962645
 SY2407
 SY2407:                Primary Azimuth Mark                     Grid Az
 SY2407:SPC WA N     -  KING COUNTY WATER DISTRICT 69 TANK       069 48 33.0
 SY2407:UTM  10      -  KING COUNTY WATER DISTRICT 69 TANK       068 12 05.1
 SY2407
 SY2407|---------------------------------------------------------------------|
 SY2407| PID    Reference Object                     Distance      Geod. Az  |
 SY2407|                                                           dddmmss.s |
 SY2407| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 3.3 KM 0684352.3 |
 SY2407| SY2405 EM 16 K CO 1972                     392.945 METERS 17831     |
 SY2407| SY2406 SN 1 4 CORSEC T23N 15 22            415.589 METERS 1794430.1 |
 SY2407|---------------------------------------------------------------------|
 SY2407
 SY2407                          SUPERSEDED SURVEY CONTROL
 SY2407
 SY2407  NAD 83(1986)-  47 28 40.49833(N)    122 16 52.29828(W) AD(       ) 2
 SY2407  NAD 27      -  47 28 41.14084(N)    122 16 47.85446(W) AD(       ) 2
 SY2407  NGVD 29 (07/19/86)   83.2    (m)          273.     (f) VERT ANG       
 SY2407
 SY2407.Superseded values are not recommended for survey control.
 SY2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2407.See file dsdata.txt to determine how the superseded data were derived.
 SY2407
 SY2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5415958526(NAD 83)
 SY2407_MARKER: Z = SEE DESCRIPTION
 SY2407_SETTING: 0 = UNSPECIFIED SETTING
 SY2407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2407
 SY2407  HISTORY     - Date     Condition        Report By
 SY2407  HISTORY     - 1972     MONUMENTED       WA-033
 SY2407
 SY2407                          STATION DESCRIPTION
 SY2407
 SY2407'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2407'POINT LOCATED ON EAST SHOULDER OF 42ND AVE. S ON A PROJECTED
 SY2407'CENTERLINE AND EAST OF S 140TH ST.
 SY2407'
 SY2407'POINT IS 42.8 FT NE OF A SPIKE UP 1 FT IN A POWER POLE.
 SY2407'
 SY2407'POINT IS 40.0 FT SE OF A POWER POLE, SPIKE IN POLE UP 2 FT.
 SY2407'
 SY2407'POINT IS 51.3 FT NW OF A SPIKE UP 4 FT IN A POWER POLE.
 SY2407'
 SY2407'POINT IS 18.9 FT S OF A SPIKE UP 2 FT IN A GUIDE POLE.
 SY2407'
 SY2407'POINT 12.0 FT E OF CENTERLINE OF 42ND AVE. S.
 SY2407'
 SY2407'POINT 41.0 FT N OF CENTERLINE OF S 140TH ST.
 SY2407'
 SY2407'POINT IS 12.4 FT W OF A REFERENCE POST.
 SY2407'
 SY2407'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2407'6 IN.
 SY2407'
 SY2407'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BUIRED
 SY2407'3.5 FT.
 SY2407'
 SY2407'DISK STAMPED--EM-17.  1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2462 ***********************************************************************
 SY2462  DESIGNATION -  EM 18 K CO 1972
 SY2462  PID         -  SY2462
 SY2462  STATE/COUNTY-  WA/KING
 SY2462  USGS QUAD   -  DES MOINES (1995)
 SY2462
 SY2462                         *CURRENT SURVEY CONTROL
 SY2462  ___________________________________________________________________
 SY2462* NAD 83(1991)-  47 26 09.99243(N)    122 18 50.61586(W)     ADJUSTED  
 SY2462* NAVD 88     -       107.6    (meters)     353.     (feet)  VERTCON   
 SY2462  ___________________________________________________________________
 SY2462  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 SY2462  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SY2462
 SY2462  HORZ ORDER  -  SECOND
 SY2462
 SY2462.This mark is at Seattle-Tacoma Intl Airport (SEA)
 SY2462
 SY2462.The horizontal coordinates were established by classical geodetic methods
 SY2462.and adjusted by the National Geodetic Survey in December 1991..
 SY2462
 SY2462.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2462
 SY2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2462
 SY2462.The geoid height was determined by GEOID03.
 SY2462
 SY2462;                    North         East     Units Scale Factor Converg.
 SY2462;SPC WA N     -    49,562.281   388,306.988   MT  1.00001253   -1 06 08.8
 SY2462;SPC WA N     -   162,605.58  1,273,970.51   sFT  1.00001253   -1 06 08.8
 SY2462;UTM  10      - 5,253,857.218   551,723.036   MT  0.99963288   +0 30 18.8
 SY2462
 SY2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2462!SPC WA N     -   0.99998673  x   1.00001253  =   0.99999926
 SY2462!UTM  10      -   0.99998673  x   0.99963288  =   0.99961961
 SY2462
 SY2462|---------------------------------------------------------------------|
 SY2462| PID    Reference Object                     Distance      Geod. Az  |
 SY2462|                                                           dddmmss.s |
 SY2462| SY2460 EW 1 4 COR SEC 32 33                232.486 METERS 01134     |
 SY2462| SY2461 EM 18 A K CO                         40.277 METERS 11537     |
 SY2462| SY2374 KING COUNTY WATER DISTRICT 75 LARGE APPROX. 3.4 KM 1522032.1 |
 SY2462| SY2365 KING COUNTY WATER DISTRICT 75 SMALL APPROX. 3.3 KM 1525621.5 |
 SY2462| SY2392 RADAR                               APPROX. 1.7 KM 3583917.8 |
 SY2462|---------------------------------------------------------------------|
 SY2462
 SY2462                          SUPERSEDED SURVEY CONTROL
 SY2462
 SY2462  NAD 83(1986)-  47 26 09.98632(N)    122 18 50.62560(W) AD(       ) 2
 SY2462  NAD 27      -  47 26 10.62910(N)    122 18 46.17958(W) AD(       ) 2
 SY2462  NGVD 29 (07/19/86)  106.5    (m)          349.     (f) VERT ANG       
 SY2462
 SY2462.Superseded values are not recommended for survey control.
 SY2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2462.See file dsdata.txt to determine how the superseded data were derived.
 SY2462
 SY2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5172353857(NAD 83)
 SY2462_MARKER: Z = SEE DESCRIPTION
 SY2462_SETTING: 0 = UNSPECIFIED SETTING
 SY2462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2462
 SY2462  HISTORY     - Date     Condition        Report By
 SY2462  HISTORY     - 1972     MONUMENTED       WA-033
 SY2462
 SY2462                          STATION DESCRIPTION
 SY2462
 SY2462'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2462'APPROX. LOCATION--S.W. CORNER OF SEA-TAC AIRPORT
 SY2462'
 SY2462'POINT IS LOCATED ON S.W. SIDE OF SEATTLE - TACOMA
 SY2462'INTERNATIONAL AIRPORT, JUST NORTH OF TWO INDUSTRIAL WASTE
 SY2462'PONDS.  POINT IS 50 FT NORTH OF THE N.E. CORNER OF THE
 SY2462'WESTERLYMOST POND AND 35 FT N.E. OF CENTERLINE OF A GRAVEL
 SY2462'PERIMETER ACCESS ROAD.  POINT IS 6.7 FT N.E. OF CENTERLINE OF
 SY2462'AN OPEN CONCRETE CULVERT AND 24.1 FT NORTH OF THE NORTH CORNER
 SY2462'OF A CATCH BASIN.  OBTAIN PERMISSION BEFORE ENTERING AIRPORT.
 SY2462'
 SY2462'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE
 SY2462'MONUMENT SET ON SURFACE.
 SY2462'
 SY2462'SUB-SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE
 SY2462'BURIED 3.5 FT BELOW SURFACE.
 SY2462'
 SY2462'MONUMENT STAMPED EM-18 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2420 ***********************************************************************
 SY2420  DESIGNATION -  EM 19 K CO 1972
 SY2420  PID         -  SY2420
 SY2420  STATE/COUNTY-  WA/KING
 SY2420  USGS QUAD   -  DES MOINES (1995)
 SY2420
 SY2420                         *CURRENT SURVEY CONTROL
 SY2420  ___________________________________________________________________
 SY2420* NAD 83(1991)-  47 27 49.74501(N)    122 17 22.15680(W)     ADJUSTED  
 SY2420* NAVD 88     -       111.2    (meters)     365.     (feet)  VERTCON   
 SY2420  ___________________________________________________________________
 SY2420  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 SY2420  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 SY2420
 SY2420  HORZ ORDER  -  SECOND
 SY2420
 SY2420.The horizontal coordinates were established by classical geodetic methods
 SY2420.and adjusted by the National Geodetic Survey in December 1991..
 SY2420
 SY2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2420
 SY2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2420
 SY2420.The geoid height was determined by GEOID03.
 SY2420
 SY2420;                    North         East     Units Scale Factor Converg.
 SY2420;SPC WA N     -    52,607.073   390,218.547   MT  1.00000695   -1 05 02.9
 SY2420;SPC WA N     -   172,595.04  1,280,242.02   sFT  1.00000695   -1 05 02.9
 SY2420;UTM  10      - 5,256,953.278   553,547.733   MT  0.99963524   +0 31 24.8
 SY2420
 SY2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2420!SPC WA N     -   0.99998618  x   1.00000695  =   0.99999313
 SY2420!UTM  10      -   0.99998618  x   0.99963524  =   0.99962142
 SY2420
 SY2420:                Primary Azimuth Mark                     Grid Az
 SY2420:SPC WA N     -  KING COUNTY WATER DISTRICT 69 TANK       054 10 36.5
 SY2420:UTM  10      -  KING COUNTY WATER DISTRICT 69 TANK       052 34 08.8
 SY2420
 SY2420|---------------------------------------------------------------------|
 SY2420| PID    Reference Object                     Distance      Geod. Az  |
 SY2420|                                                           dddmmss.s |
 SY2420| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 4.6 KM 0530533.6 |
 SY2420| SY2439 EM 44 K CO 1973                     APPROX. 0.8 KM 2393826.3 |
 SY2420|---------------------------------------------------------------------|
 SY2420
 SY2420                          SUPERSEDED SURVEY CONTROL
 SY2420
 SY2420  NAD 83(1986)-  47 27 49.73843(N)    122 17 22.16582(W) AD(       ) 2
 SY2420  NAD 27      -  47 27 50.38096(N)    122 17 17.72177(W) AD(       ) 2
 SY2420  NGVD 29 (07/19/86)  110.1    (m)          361.     (f) VERT ANG       
 SY2420
 SY2420.Superseded values are not recommended for survey control.
 SY2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2420.See file dsdata.txt to determine how the superseded data were derived.
 SY2420
 SY2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5354856953(NAD 83)
 SY2420_MARKER: Z = SEE DESCRIPTION
 SY2420_SETTING: 0 = UNSPECIFIED SETTING
 SY2420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2420
 SY2420  HISTORY     - Date     Condition        Report By
 SY2420  HISTORY     - 1972     MONUMENTED       WA-033
 SY2420
 SY2420                          STATION DESCRIPTION
 SY2420
 SY2420'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2420'POINT LOCATED ON PACIFIC HWY. S ON EAST SIDEWALK OF A BRIDGE OVER
 SY2420'ST. HWY. 518.
 SY2420'
 SY2420'POINT IS 32.8 FT SW OF A SPIKE UP 3 FT IN A POWER POLE.
 SY2420'
 SY2420'POINT IS 10.3 FT SW OF THE NORTHERN MOST HAND RAILING ON THE EAST
 SY2420'SIDE OF BRIDGE.  LAST STEEL RAILING SUPPORT X IN SUPPORT.
 SY2420'
 SY2420'POINT IS 23.0 FT E OF CENTERLINE.
 SY2420'
 SY2420'POINT IS 11.0 FT S OF END OF SIDEWALK.
 SY2420'
 SY2420'POINT 15.2 FT N OF THE FOURTH RAILING SUPPORT X IN SUPPORT.
 SY2420'
 SY2420'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2420'
 SY2420'SUB-SURFACE MONUMENT--NONE
 SY2420'
 SY2420'DISK STAMPED--EM-19.  1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2399 ***********************************************************************
 SY2399  DESIGNATION -  EM 2 K CO 1968
 SY2399  PID         -  SY2399
 SY2399  STATE/COUNTY-  WA/KING
 SY2399  USGS QUAD   -  DES MOINES (1995)
 SY2399
 SY2399                         *CURRENT SURVEY CONTROL
 SY2399  ___________________________________________________________________
 SY2399* NAD 83(1991)-  47 26 01.54344(N)    122 16 03.45025(W)     ADJUSTED  
 SY2399* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 SY2399  ___________________________________________________________________
 SY2399  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 SY2399  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 SY2399
 SY2399  HORZ ORDER  -  SECOND
 SY2399
 SY2399.The horizontal coordinates were established by classical geodetic methods
 SY2399.and adjusted by the National Geodetic Survey in December 1991..
 SY2399
 SY2399.The orthometric height was scaled from a topographic map.
 SY2399
 SY2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2399
 SY2399.The geoid height was determined by GEOID03.
 SY2399
 SY2399;                    North         East     Units Scale Factor Converg.
 SY2399;SPC WA N     -    49,235.053   391,804.353   MT  1.00001301   -1 04 04.3
 SY2399;SPC WA N     -   161,532.00  1,285,444.78   sFT  1.00001301   -1 04 04.3
 SY2399;UTM  10      - 5,253,628.313   555,226.880   MT  0.99963748   +0 32 21.9
 SY2399
 SY2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2399!SPC WA N     -   0.99999386  x   1.00001301  =   1.00000687
 SY2399!UTM  10      -   0.99999386  x   0.99963748  =   0.99963134
 SY2399
 SY2399                          SUPERSEDED SURVEY CONTROL
 SY2399
 SY2399  NAD 83(1986)-  47 26 01.53653(N)    122 16 03.45953(W) AD(       ) 2
 SY2399  NAD 27      -  47 26 02.17682(N)    122 15 59.01763(W) AD(       ) 2
 SY2399
 SY2399.Superseded values are not recommended for survey control.
 SY2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2399.See file dsdata.txt to determine how the superseded data were derived.
 SY2399
 SY2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5522753628(NAD 83)
 SY2399_MARKER: Z = SEE DESCRIPTION
 SY2399_SETTING: 0 = UNSPECIFIED SETTING
 SY2399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2399
 SY2399  HISTORY     - Date     Condition        Report By
 SY2399  HISTORY     - 1968     MONUMENTED       WA-033
 SY2399
 SY2399                          STATION DESCRIPTION
 SY2399
 SY2399'DESCRIBED BY KING COUNTY WASHINGTON 1968
 SY2399'DESTROYED
 SY2399'
 SY2399'THIS POINT IS LOCATED AT THE BOW-LAKE REFUSE STATION.  THE POINT
 SY2399'IS 9 FT EAST OF THE EAST EDGE OF THE BLACKTOP PAVED EAST RAMP
 SY2399'TO THE UNLOADING AREA.
 SY2399'
 SY2399'THE POINT IS 72.8 FT S OF THE SW CORNER OF A WOOD SHACK.
 SY2399'
 SY2399'THE POINT IS 72.6 FT ENE OF A RR SPIKE IN A WOOD BULKHEAD.
 SY2399'
 SY2399'THE POINT IS 4.0 FT W OF A REF. POST.
 SY2399'
 SY2399'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2399'
 SY2399'SUB-SURFACE MONUMENT--A COPPER RIVET SET IN CONC. APPROX. 1 FT
 SY2399'BELOW BASE OF SURFACE MONUMENT.
 SY2399'
 SY2399'DISK STAMPED--EM-2.  1968
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2431 ***********************************************************************
 SY2431  DESIGNATION -  EM 20 K CO 1972
 SY2431  PID         -  SY2431
 SY2431  STATE/COUNTY-  WA/KING
 SY2431  USGS QUAD   -  DES MOINES (1995)
 SY2431
 SY2431                         *CURRENT SURVEY CONTROL
 SY2431  ___________________________________________________________________
 SY2431* NAD 83(1991)-  47 27 18.28063(N)    122 17 39.05546(W)     ADJUSTED  
 SY2431* NAVD 88     -       122.4    (meters)     402.     (feet)  VERTCON   
 SY2431  ___________________________________________________________________
 SY2431  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 SY2431  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 SY2431
 SY2431  HORZ ORDER  -  SECOND
 SY2431
 SY2431.The horizontal coordinates were established by classical geodetic methods
 SY2431.and adjusted by the National Geodetic Survey in December 1991..
 SY2431
 SY2431.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2431
 SY2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2431
 SY2431.The geoid height was determined by GEOID03.
 SY2431
 SY2431;                    North         East     Units Scale Factor Converg.
 SY2431;SPC WA N     -    51,642.225   389,846.252   MT  1.00000868   -1 05 15.5
 SY2431;SPC WA N     -   169,429.53  1,279,020.58   sFT  1.00000868   -1 05 15.5
 SY2431;UTM  10      - 5,255,978.728   553,202.783   MT  0.99963478   +0 31 12.1
 SY2431
 SY2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2431!SPC WA N     -   0.99998441  x   1.00000868  =   0.99999309
 SY2431!UTM  10      -   0.99998441  x   0.99963478  =   0.99961920
 SY2431
 SY2431                          SUPERSEDED SURVEY CONTROL
 SY2431
 SY2431  NAD 83(1986)-  47 27 18.27411(N)    122 17 39.06473(W) AD(       ) 2
 SY2431  NAD 27      -  47 27 18.91662(N)    122 17 34.62056(W) AD(       ) 2
 SY2431  NGVD 29 (07/19/86)  121.3    (m)          398.     (f) VERT ANG       
 SY2431
 SY2431.Superseded values are not recommended for survey control.
 SY2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2431.See file dsdata.txt to determine how the superseded data were derived.
 SY2431
 SY2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5320355979(NAD 83)
 SY2431_MARKER: Z = SEE DESCRIPTION
 SY2431_SETTING: 0 = UNSPECIFIED SETTING
 SY2431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2431
 SY2431  HISTORY     - Date     Condition        Report By
 SY2431  HISTORY     - 1972     MONUMENTED       WA-033
 SY2431
 SY2431                          STATION DESCRIPTION
 SY2431
 SY2431'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2431'POINT LOCATED ON PAVED WEST SHOULDER OF PACIFIC HWY. S NEAR
 SY2431'ENTRANCE OF WASHINGTON MEMORIAL CEMETERY AND FUNERAL HOME.
 SY2431'
 SY2431'POINT IS 67.0 FT SE OF A 20 IN HEMLOCK (FIN NAIL UP 4 FT).
 SY2431'
 SY2431'POINT IS 82.5 FT NNE OF A 12 IN HEMLOCK (FIN NAIL UP 3 FT).
 SY2431'
 SY2431'POINT IS 74.0 FT W OF A POWER POLE (SPIKE IN POLE UP 3 FT).
 SY2431'
 SY2431'POINT IS 29.0 FT W OF CENTERLINE OF PACIFIC HWY. SOUTH.
 SY2431'
 SY2431'POINT IS 105.2 FT SE OF THE SE CORNER OF WASH. FLORISTS BLDG.
 SY2431'
 SY2431'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BUIRED
 SY2431'6 IN.
 SY2431'
 SY2431'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2431'3.5 FT.
 SY2431'
 SY2431'DISK STAMPED--EM-20.  1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4576 ***********************************************************************
 SY4576  DESIGNATION -  EM 23 K CO 1972
 SY4576  PID         -  SY4576
 SY4576  STATE/COUNTY-  WA/KING
 SY4576  USGS QUAD   -  POVERTY BAY (1994)
 SY4576
 SY4576                         *CURRENT SURVEY CONTROL
 SY4576  ___________________________________________________________________
 SY4576* NAD 83(1991)-  47 30 43.21652(N)    122 21 17.81687(W)     ADJUSTED  
 SY4576* NAVD 88     -       115.6    (meters)     379.     (feet)  VERTCON   
 SY4576  ___________________________________________________________________
 SY4576  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 SY4576  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SY4576
 SY4576  HORZ ORDER  -  SECOND
 SY4576
 SY4576.The horizontal coordinates were established by classical geodetic methods
 SY4576.and adjusted by the National Geodetic Survey in December 1991..
 SY4576
 SY4576.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4576
 SY4576.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4576
 SY4576.The geoid height was determined by GEOID03.
 SY4576
 SY4576;                    North         East     Units Scale Factor Converg.
 SY4576;SPC WA N     -    58,058.915   385,389.896   MT  0.99999778   -1 07 58.3
 SY4576;SPC WA N     -   190,481.62  1,264,400.02   sFT  0.99999778   -1 07 58.3
 SY4576;UTM  10      - 5,262,265.497   548,569.830   MT  0.99962899   +0 28 32.5
 SY4576
 SY4576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4576!SPC WA N     -   0.99998552  x   0.99999778  =   0.99998330
 SY4576!UTM  10      -   0.99998552  x   0.99962899  =   0.99961451
 SY4576
 SY4576:                Primary Azimuth Mark                     Grid Az
 SY4576:SPC WA N     -  GARRETT                                  125 28 36.9
 SY4576:UTM  10      -  GARRETT                                  123 52 06.1
 SY4576
 SY4576|---------------------------------------------------------------------|
 SY4576| PID    Reference Object                     Distance      Geod. Az  |
 SY4576|                                                           dddmmss.s |
 SY4576| SY4554 GARRETT                             APPROX. 1.5 KM 1242038.6 |
 SY4576| SY4577 EM 24 K CO 1972                     375.213 METERS 18329     |
 SY4576|---------------------------------------------------------------------|
 SY4576
 SY4576                          SUPERSEDED SURVEY CONTROL
 SY4576
 SY4576  NAD 83(1986)-  47 30 43.21072(N)    122 21 17.82468(W) AD(       ) 2
 SY4576  NAD 27      -  47 30 43.85557(N)    122 21 13.37389(W) AD(       ) 2
 SY4576  NGVD 29 (07/19/86)  114.5    (m)          376.     (f) VERT ANG       
 SY4576
 SY4576.Superseded values are not recommended for survey control.
 SY4576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4576.See file dsdata.txt to determine how the superseded data were derived.
 SY4576
 SY4576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4857062265(NAD 83)
 SY4576_MARKER: Z = SEE DESCRIPTION
 SY4576_SETTING: 0 = UNSPECIFIED SETTING
 SY4576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4576
 SY4576  HISTORY     - Date     Condition        Report By
 SY4576  HISTORY     - 1972     MONUMENTED       WA-033
 SY4576  HISTORY     - 20060524 MARK NOT FOUND   USPSQD
 SY4576
 SY4576                          STATION DESCRIPTION
 SY4576
 SY4576'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY4576'POINT IS LOCATED BETWEEN A CONC. WALK AND CONC. CURB ON THE NE
 SY4576'CORNER OF INTERSECTION OF SW 102ND ST. AND 16TH AVE. SW.  POINT
 SY4576'IS 46 FT NORTH OF CENTERLINE OF SW 102ND ST.  THE CENTERLINE
 SY4576'OF 16TH AVE. SW IS 39.6 FT WEST OF THE POINT.  POINT IS 1.1 FT
 SY4576'WEST OF WEST EDGE OF CONC. CURB AND 1.1 FT EAST OF EAST EDGE OF
 SY4576'CONC. WALK.  POINT IS ALSO 35 FT S OF CENTERLINE OF ENTRANCE TO
 SY4576'HERFYS DRIVE-IN AND 19.8 FT S OF N END OF CONC. CURB.  POINT
 SY4576'ALSO IS 14.2 FT NE OF A SPIKE IN A POWER POLE.
 SY4576'
 SY4576'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY4576'
 SY4576'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY4576'3 FT.
 SY4576'
 SY4576'DISKS STAMPED--EM-23.  1972
 SY4576
 SY4576                          STATION RECOVERY (2006)
 SY4576
 SY4576'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY4576'HERFYS DRIVE IN TORN DOWN LONG AGO.  NEW KFC AW DRIVE IN BEING BUILT
 SY4576'ON LOCATION.  NEW CURBS, SIDEWALKS AND PAVEMENT HAVE BEEN BUILT SINCE
 SY4576'ORIGINAL DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4577 ***********************************************************************
 SY4577  DESIGNATION -  EM 24 K CO 1972
 SY4577  PID         -  SY4577
 SY4577  STATE/COUNTY-  WA/KING
 SY4577  USGS QUAD   -  POVERTY BAY (1994)
 SY4577
 SY4577                         *CURRENT SURVEY CONTROL
 SY4577  ___________________________________________________________________
 SY4577* NAD 83(1991)-  47 30 31.08972(N)    122 21 18.90714(W)     ADJUSTED  
 SY4577* NAVD 88     -       115.4    (meters)     379.     (feet)  VERTCON   
 SY4577  ___________________________________________________________________
 SY4577  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 SY4577  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 SY4577
 SY4577  HORZ ORDER  -  SECOND
 SY4577
 SY4577.The horizontal coordinates were established by classical geodetic methods
 SY4577.and adjusted by the National Geodetic Survey in December 1991..
 SY4577
 SY4577.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4577
 SY4577.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4577
 SY4577.The geoid height was determined by GEOID03.
 SY4577
 SY4577;                    North         East     Units Scale Factor Converg.
 SY4577;SPC WA N     -    57,684.922   385,359.681   MT  0.99999840   -1 07 59.2
 SY4577;SPC WA N     -   189,254.61  1,264,300.89   sFT  0.99999840   -1 07 59.2
 SY4577;UTM  10      - 5,261,890.940   548,550.133   MT  0.99962897   +0 28 31.6
 SY4577
 SY4577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4577!SPC WA N     -   0.99998555  x   0.99999840  =   0.99998395
 SY4577!UTM  10      -   0.99998555  x   0.99962897  =   0.99961452
 SY4577
 SY4577|---------------------------------------------------------------------|
 SY4577| PID    Reference Object                     Distance      Geod. Az  |
 SY4577|                                                           dddmmss.s |
 SY4577| SY4576 EM 23 K CO 1972                     375.213 METERS 00329     |
 SY4577| SY4554 GARRETT                             APPROX. 1.4 KM 1104749.4 |
 SY4577|---------------------------------------------------------------------|
 SY4577
 SY4577                          SUPERSEDED SURVEY CONTROL
 SY4577
 SY4577  NAD 83(1986)-  47 30 31.08393(N)    122 21 18.91502(W) AD(       ) 2
 SY4577  NAD 27      -  47 30 31.72877(N)    122 21 14.46436(W) AD(       ) 2
 SY4577  NGVD 29 (07/19/86)  114.3    (m)          375.     (f) VERT ANG       
 SY4577
 SY4577.Superseded values are not recommended for survey control.
 SY4577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4577.See file dsdata.txt to determine how the superseded data were derived.
 SY4577
 SY4577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4855061891(NAD 83)
 SY4577_MARKER: Z = SEE DESCRIPTION
 SY4577_SETTING: 0 = UNSPECIFIED SETTING
 SY4577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4577
 SY4577  HISTORY     - Date     Condition        Report By
 SY4577  HISTORY     - 1972     MONUMENTED       WA-033
 SY4577  HISTORY     - 20060524 MARK NOT FOUND   USPSQD
 SY4577
 SY4577                          STATION DESCRIPTION
 SY4577
 SY4577'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY4577'APPROX. LOCATION--1/2 MILE SOUTH OF SEATTLE CITY LIMITS
 SY4577'
 SY4577'POINT LOCATED N.W. OF INTERSECTIONS OF 16TH AVE. S.W. AND
 SY4577'S.W. 106TH ST., 1 FT BEHIND CURB.
 SY4577'
 SY4577'POINT IS 94.4 FT S.E. OF THE S.E. CORNER OF LOYS DRIVE-IN.
 SY4577'
 SY4577'POINT IS 58.0 FT N.E. OF A POWER POLE SPIKE IN POLE UP 2 FT.
 SY4577'
 SY4577'POINT 39.0 FT WEST OF CENTERLINE OF 16TH AVE. S.W.
 SY4577'
 SY4577'POINT IS 21.0 FT NORTH OF CENTERLINE OF S.W. 106TH ST.
 SY4577'
 SY4577'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE MONUMENT
 SY4577'ON SURFACE.
 SY4577'
 SY4577'SUB-SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE MONUMENT
 SY4577'BURIED 3.5 FT.
 SY4577'
 SY4577'MONUMENT STAMPED EM-24 1972
 SY4577
 SY4577                          STATION RECOVERY (2006)
 SY4577
 SY4577'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY4577'LOUS DRIVE-IN STILL BUILDING PRESENT. NEWER CURBS, CORNERS, SIDEWALKS
 SY4577'HAVE BEEN CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2487 ***********************************************************************
 SY2487  DESIGNATION -  EM 25 K CO 1972
 SY2487  PID         -  SY2487
 SY2487  STATE/COUNTY-  WA/KING
 SY2487  USGS QUAD   -  DES MOINES (1995)
 SY2487
 SY2487                         *CURRENT SURVEY CONTROL
 SY2487  ___________________________________________________________________
 SY2487* NAD 83(1991)-  47 29 31.71951(N)    122 20 02.04528(W)     ADJUSTED  
 SY2487* NAVD 88     -       132.6    (meters)     435.     (feet)  VERTCON   
 SY2487  ___________________________________________________________________
 SY2487  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 SY2487  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 SY2487
 SY2487  HORZ ORDER  -  SECOND
 SY2487
 SY2487.The horizontal coordinates were established by classical geodetic methods
 SY2487.and adjusted by the National Geodetic Survey in December 1991..
 SY2487
 SY2487.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2487
 SY2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2487
 SY2487.The geoid height was determined by GEOID03.
 SY2487
 SY2487;                    North         East     Units Scale Factor Converg.
 SY2487;SPC WA N     -    55,820.128   386,931.979   MT  1.00000147   -1 07 01.9
 SY2487;SPC WA N     -   183,136.54  1,269,459.33   sFT  1.00000147   -1 07 01.9
 SY2487;UTM  10      - 5,260,071.686   550,173.551   MT  0.99963094   +0 29 27.8
 SY2487
 SY2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2487!SPC WA N     -   0.99998284  x   1.00000147  =   0.99998431
 SY2487!UTM  10      -   0.99998284  x   0.99963094  =   0.99961378
 SY2487
 SY2487:                Primary Azimuth Mark                     Grid Az
 SY2487:SPC WA N     -  EM 27 K CO 1972                          002 05 02.2
 SY2487:UTM  10      -  EM 27 K CO 1972                          000 28 32.5
 SY2487
 SY2487|---------------------------------------------------------------------|
 SY2487| PID    Reference Object                     Distance      Geod. Az  |
 SY2487|                                                           dddmmss.s |
 SY2487| SY4574 EM 27 K CO 1972                     APPROX. 1.5 KM 0005800.3 |
 SY2487| SY2483 SEC COR 7 8 18 17                   406.951 METERS 1791235.7 |
 SY2487|---------------------------------------------------------------------|
 SY2487
 SY2487                          SUPERSEDED SURVEY CONTROL
 SY2487
 SY2487  NAD 83(1986)-  47 29 31.71315(N)    122 20 02.05339(W) AD(       ) 2
 SY2487  NAD 27      -  47 29 32.35734(N)    122 19 57.60476(W) AD(       ) 2
 SY2487  NGVD 29 (07/19/86)  131.5    (m)          431.     (f) VERT ANG       
 SY2487
 SY2487.Superseded values are not recommended for survey control.
 SY2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2487.See file dsdata.txt to determine how the superseded data were derived.
 SY2487
 SY2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5017460072(NAD 83)
 SY2487_MARKER: Z = SEE DESCRIPTION
 SY2487_SETTING: 0 = UNSPECIFIED SETTING
 SY2487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2487
 SY2487  HISTORY     - Date     Condition        Report By
 SY2487  HISTORY     - 1972     MONUMENTED       WA-033
 SY2487
 SY2487                          STATION DESCRIPTION
 SY2487
 SY2487'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2487'STATION IS ABOUT ON PROJECTED CENTERLINE OF S 124TH ST., 29
 SY2487'FT WEST OF THE CENTERLINE OF 1ST AVE. S.  POINT IS BURIED IN
 SY2487'GRAVEL SHOULDER.
 SY2487'
 SY2487'POINT IS 38.3 FT E OF SE CORNER BUILDING 12409.
 SY2487'
 SY2487'POINT IS 43.1 FT SE OF NE CORNER BUILDING 12409.
 SY2487'
 SY2487'POINT IS 23.0 FT SSE OF RR SPIKE IN POWER POLE.
 SY2487'
 SY2487'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED 6 IN.
 SY2487'
 SY2487'SUB-SURFACE MONUMENT--STAND. K.C.S DISK SET IN CONC. - BURIED
 SY2487'3.5 FT.
 SY2487'
 SY2487'DISKS STAMPED--EM-25.  1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4573 ***********************************************************************
 SY4573  DESIGNATION -  EM 26 K CO 1972
 SY4573  PID         -  SY4573
 SY4573  STATE/COUNTY-  WA/KING
 SY4573  USGS QUAD   -  POVERTY BAY (1994)
 SY4573
 SY4573                         *CURRENT SURVEY CONTROL
 SY4573  ___________________________________________________________________
 SY4573* NAD 83(1991)-  47 30 12.71832(N)    122 20 00.52562(W)     ADJUSTED  
 SY4573* NAVD 88     -       142.6    (meters)     468.     (feet)  VERTCON   
 SY4573  ___________________________________________________________________
 SY4573  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 SY4573  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 SY4573
 SY4573  HORZ ORDER  -  SECOND
 SY4573
 SY4573.The horizontal coordinates were established by classical geodetic methods
 SY4573.and adjusted by the National Geodetic Survey in December 1991..
 SY4573
 SY4573.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4573
 SY4573.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4573
 SY4573.The geoid height was determined by GEOID03.
 SY4573
 SY4573;                    North         East     Units Scale Factor Converg.
 SY4573;SPC WA N     -    57,085.454   386,988.463   MT  0.99999934   -1 07 00.8
 SY4573;SPC WA N     -   187,287.86  1,269,644.65   sFT  0.99999934   -1 07 00.8
 SY4573;UTM  10      - 5,261,337.631   550,194.492   MT  0.99963096   +0 29 29.2
 SY4573
 SY4573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4573!SPC WA N     -   0.99998128  x   0.99999934  =   0.99998062
 SY4573!UTM  10      -   0.99998128  x   0.99963096  =   0.99961225
 SY4573
 SY4573|---------------------------------------------------------------------|
 SY4573| PID    Reference Object                     Distance      Geod. Az  |
 SY4573|                                                           dddmmss.s |
 SY4573| SY4575 SEC COR 6 5 7 8                      43.933 METERS 19705     |
 SY4573| SY4242 SEATTLE BEVERLY PARK WATER TANK     339.559 METERS 27515     |
 SY4573| SY4554 GARRETT                             363.502 METERS 28233     |
 SY4573| SY4574 EM 27 K CO 1972                     229.939 METERS 35822     |
 SY4573|---------------------------------------------------------------------|
 SY4573
 SY4573                          SUPERSEDED SURVEY CONTROL
 SY4573
 SY4573  NAD 83(1986)-  47 30 12.71223(N)    122 20 00.53334(W) AD(       ) 2
 SY4573  NAD 27      -  47 30 13.35664(N)    122 19 56.08523(W) AD(       ) 2
 SY4573  NGVD 29 (07/19/86)  141.5    (m)          464.     (f) VERT ANG       
 SY4573
 SY4573.Superseded values are not recommended for survey control.
 SY4573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4573.See file dsdata.txt to determine how the superseded data were derived.
 SY4573
 SY4573_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5019461338(NAD 83)
 SY4573_MARKER: Z = SEE DESCRIPTION
 SY4573_SETTING: 0 = UNSPECIFIED SETTING
 SY4573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4573
 SY4573  HISTORY     - Date     Condition        Report By
 SY4573  HISTORY     - 1972     MONUMENTED       WA-033
 SY4573  HISTORY     - 19960627 MARK NOT FOUND   USPSQD
 SY4573  HISTORY     - 20060524 POOR             USPSQD
 SY4573
 SY4573                          STATION DESCRIPTION
 SY4573
 SY4573'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY4573'STATION IS 141 FT NORTH AND 42 FT EAST OF THE INTERSECTION OF
 SY4573'S 112TH ST. AND 1ST AVE. S.
 SY4573'
 SY4573'POINT IS FLUSH WITH ASPHALT, ALONGSIDE EAST SIDE OF DIVIDER CURB.
 SY4573'
 SY4573'POINT IS 8.1 FT NE OF SPIKE IN SERVICE POLE.
 SY4573'
 SY4573'POINT IS 25.3 FT WEST OF THE CENTER OF THE N END GAS PUMP ISLAND.
 SY4573'
 SY4573'POINT IS 64.6 FT SW OF SW CORNER TEXACO GAS STATION.
 SY4573'
 SY4573'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY4573'
 SY4573'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED 3
 SY4573'FT.
 SY4573'
 SY4573'DISKS STAMPED--EM-26.  1972
 SY4573
 SY4573                          STATION RECOVERY (1996)
 SY4573
 SY4573'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY4573'MARK NOT FOUND.
 SY4573
 SY4573                          STATION RECOVERY (2006)
 SY4573
 SY4573'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY4573'TEXACO STATION LONG SINCE TORN DOWN.  POWER POLE STILL PRESENT AND
 SY4573'MARK IS FOUND NE OF POLE ALONG SIDE DIVIDER CURB.  PARTIALLY COVERED
 SY4573'WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4574 ***********************************************************************
 SY4574  DESIGNATION -  EM 27 K CO 1972
 SY4574  PID         -  SY4574
 SY4574  STATE/COUNTY-  WA/KING
 SY4574  USGS QUAD   -  POVERTY BAY (1994)
 SY4574
 SY4574                         *CURRENT SURVEY CONTROL
 SY4574  ___________________________________________________________________
 SY4574* NAD 83(1991)-  47 30 20.16066(N)    122 20 00.83892(W)     ADJUSTED  
 SY4574* NAVD 88     -       147.9    (meters)     485.     (feet)  VERTCON   
 SY4574  ___________________________________________________________________
 SY4574  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 SY4574  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 SY4574
 SY4574  HORZ ORDER  -  SECOND
 SY4574
 SY4574.The horizontal coordinates were established by classical geodetic methods
 SY4574.and adjusted by the National Geodetic Survey in December 1991..
 SY4574
 SY4574.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4574
 SY4574.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4574
 SY4574.The geoid height was determined by GEOID03.
 SY4574
 SY4574;                    North         East     Units Scale Factor Converg.
 SY4574;SPC WA N     -    57,315.384   386,986.388   MT  0.99999896   -1 07 01.0
 SY4574;SPC WA N     -   188,042.22  1,269,637.84   sFT  0.99999896   -1 07 01.0
 SY4574;UTM  10      - 5,261,567.328   550,185.968   MT  0.99963095   +0 29 29.0
 SY4574
 SY4574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4574!SPC WA N     -   0.99998045  x   0.99999896  =   0.99997941
 SY4574!UTM  10      -   0.99998045  x   0.99963095  =   0.99961141
 SY4574
 SY4574|---------------------------------------------------------------------|
 SY4574| PID    Reference Object                     Distance      Geod. Az  |
 SY4574|                                                           dddmmss.s |
 SY4574| SY4573 EM 26 K CO 1972                     229.939 METERS 17822     |
 SY4574| SY2487 EM 25 K CO 1972                     APPROX. 1.5 KM 1805801.2 |
 SY4574| SY4575 SEC COR 6 5 7 8                     271.914 METERS 18120     |
 SY4574|---------------------------------------------------------------------|
 SY4574
 SY4574                          SUPERSEDED SURVEY CONTROL
 SY4574
 SY4574  NAD 83(1986)-  47 30 20.15460(N)    122 20 00.84657(W) AD(       ) 2
 SY4574  NAD 27      -  47 30 20.79898(N)    122 19 56.39853(W) AD(       ) 2
 SY4574  NGVD 29 (07/19/86)  146.8    (m)          482.     (f) VERT ANG       
 SY4574
 SY4574.Superseded values are not recommended for survey control.
 SY4574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4574.See file dsdata.txt to determine how the superseded data were derived.
 SY4574
 SY4574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5018661567(NAD 83)
 SY4574_MARKER: Z = SEE DESCRIPTION
 SY4574_SETTING: 0 = UNSPECIFIED SETTING
 SY4574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4574+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 SY4574
 SY4574  HISTORY     - Date     Condition        Report By
 SY4574  HISTORY     - 1972     MONUMENTED       WA-033
 SY4574  HISTORY     - 20060524 GOOD             USPSQD
 SY4574
 SY4574                          STATION DESCRIPTION
 SY4574
 SY4574'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY4574'LOCATION--EAST OF WHITE CENTER
 SY4574'
 SY4574'STATION IS SET FLUSH WITH ASPHALT ON A TRAFFIC ISLAND AT THE
 SY4574'INTERSECTION OF 1ST AVE. S. AND MYERS WAY.
 SY4574'
 SY4574'REFERENCE POST NAILED TO SERVICE POLE ON ISLAND.
 SY4574'
 SY4574'POINT IS APPROX. 16.4 FT NNE OF S END OF ISLAND AND 49.0 FT ESE OF
 SY4574'SPIKE IN A UTILITY POLE.
 SY4574'
 SY4574'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY4574'
 SY4574'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY4574'3 FT.
 SY4574'
 SY4574'DISKS STAMPED--EM-27.  1972
 SY4574
 SY4574                          STATION RECOVERY (2006)
 SY4574
 SY4574'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY4574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2474 ***********************************************************************
 SY2474  DESIGNATION -  EM 28 K CO 1972
 SY2474  PID         -  SY2474
 SY2474  STATE/COUNTY-  WA/KING
 SY2474  USGS QUAD   -  DES MOINES (1995)
 SY2474
 SY2474                         *CURRENT SURVEY CONTROL
 SY2474  ___________________________________________________________________
 SY2474* NAD 83(1991)-  47 29 20.83349(N)    122 19 34.18396(W)     ADJUSTED  
 SY2474* NAVD 88     -       114.5    (meters)     376.     (feet)  VERTCON   
 SY2474  ___________________________________________________________________
 SY2474  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 SY2474  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SY2474
 SY2474  HORZ ORDER  -  SECOND
 SY2474
 SY2474.The horizontal coordinates were established by classical geodetic methods
 SY2474.and adjusted by the National Geodetic Survey in December 1991..
 SY2474
 SY2474.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2474
 SY2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2474
 SY2474.The geoid height was determined by GEOID03.
 SY2474
 SY2474;                    North         East     Units Scale Factor Converg.
 SY2474;SPC WA N     -    55,472.652   387,508.538   MT  1.00000205   -1 06 41.2
 SY2474;SPC WA N     -   181,996.53  1,271,350.93   sFT  1.00000205   -1 06 41.2
 SY2474;UTM  10      - 5,259,740.650   550,759.418   MT  0.99963166   +0 29 48.2
 SY2474
 SY2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2474!SPC WA N     -   0.99998567  x   1.00000205  =   0.99998772
 SY2474!UTM  10      -   0.99998567  x   0.99963166  =   0.99961734
 SY2474
 SY2474                          SUPERSEDED SURVEY CONTROL
 SY2474
 SY2474  NAD 83(1986)-  47 29 20.82762(N)    122 19 34.19182(W) AD(       ) 2
 SY2474  NAD 27      -  47 29 21.47198(N)    122 19 29.74393(W) AD(       ) 2
 SY2474  NGVD 29 (07/19/86)  113.4    (m)          372.     (f) VERT ANG       
 SY2474
 SY2474.Superseded values are not recommended for survey control.
 SY2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2474.See file dsdata.txt to determine how the superseded data were derived.
 SY2474
 SY2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5075959741(NAD 83)
 SY2474_MARKER: Z = SEE DESCRIPTION
 SY2474_SETTING: 0 = UNSPECIFIED SETTING
 SY2474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2474
 SY2474  HISTORY     - Date     Condition        Report By
 SY2474  HISTORY     - 1972     MONUMENTED       WA-033
 SY2474
 SY2474                          STATION DESCRIPTION
 SY2474
 SY2474'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2474'STATION IS AT THE EASTERLY EDGE OF ASPHALT PAVEMENT OF STATE
 SY2474'HIGHWAY 509 (NORTHBOUND).
 SY2474'
 SY2474'STATION IS 124 FT NNE OF NORTH END OF CONC. OVERPASS X-ING S 128TH
 SY2474'ST.
 SY2474'
 SY2474'POINT IS 2.6 FT EAST OF STEEL RAILING OF GUARD RAIL.
 SY2474'
 SY2474'POINT IS 25 FT EAST OF CENTERLINE OF HIGHWAY 509 (NORTHBOUND).
 SY2474'
 SY2474'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2474'
 SY2474'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2474'3 FT.
 SY2474'
 SY2474'DISKS STAMPED--EM-28.  1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2409 ***********************************************************************
 SY2409  DESIGNATION -  EM 29 K CO 1972
 SY2409  PID         -  SY2409
 SY2409  STATE/COUNTY-  WA/KING
 SY2409  USGS QUAD   -  DES MOINES (1995)
 SY2409
 SY2409                         *CURRENT SURVEY CONTROL
 SY2409  ___________________________________________________________________
 SY2409* NAD 83(1991)-  47 29 28.21582(N)    122 16 58.46456(W)     ADJUSTED  
 SY2409* NAVD 88     -        46.8    (meters)     154.     (feet)  VERTCON   
 SY2409  ___________________________________________________________________
 SY2409  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 SY2409  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 SY2409
 SY2409  HORZ ORDER  -  SECOND
 SY2409
 SY2409.The horizontal coordinates were established by classical geodetic methods
 SY2409.and adjusted by the National Geodetic Survey in December 1991..
 SY2409
 SY2409.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2409
 SY2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2409
 SY2409.The geoid height was determined by GEOID03.
 SY2409
 SY2409;                    North         East     Units Scale Factor Converg.
 SY2409;SPC WA N     -    55,638.291   390,771.932   MT  1.00000166   -1 04 45.3
 SY2409;SPC WA N     -   182,539.96  1,282,057.58   sFT  1.00000166   -1 04 45.3
 SY2409;UTM  10      - 5,259,997.706   554,015.680   MT  0.99963585   +0 31 43.1
 SY2409
 SY2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2409!SPC WA N     -   0.99999629  x   1.00000166  =   0.99999795
 SY2409!UTM  10      -   0.99999629  x   0.99963585  =   0.99963214
 SY2409
 SY2409:                Primary Azimuth Mark                     Grid Az
 SY2409:SPC WA N     -  M 8                                      354 28 16.1
 SY2409:UTM  10      -  M 8                                      352 51 47.7
 SY2409
 SY2409|---------------------------------------------------------------------|
 SY2409| PID    Reference Object                     Distance      Geod. Az  |
 SY2409|                                                           dddmmss.s |
 SY2409| SY4261 M 8                                 APPROX. 1.2 KM 3532330.8 |
 SY2409|---------------------------------------------------------------------|
 SY2409
 SY2409                          SUPERSEDED SURVEY CONTROL
 SY2409
 SY2409  NAD 83(1986)-  47 29 28.20846(N)    122 16 58.47338(W) AD(       ) 2
 SY2409  NAD 27      -  47 29 28.85131(N)    122 16 54.02924(W) AD(       ) 2
 SY2409  NGVD 29 (07/19/86)   45.7    (m)          150.     (f) VERT ANG       
 SY2409
 SY2409.Superseded values are not recommended for survey control.
 SY2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2409.See file dsdata.txt to determine how the superseded data were derived.
 SY2409
 SY2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5401659998(NAD 83)
 SY2409_MARKER: Z = SEE DESCRIPTION
 SY2409_SETTING: 0 = UNSPECIFIED SETTING
 SY2409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2409
 SY2409  HISTORY     - Date     Condition        Report By
 SY2409  HISTORY     - 1972     MONUMENTED       WA-033
 SY2409
 SY2409                          STATION DESCRIPTION
 SY2409
 SY2409'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2409'LOCATION--4 MILES WEST OF RENTON.
 SY2409'
 SY2409'POINT IS LOCATED ON HIGH CUT BANK ON WEST SIDE OF ST. HWY 99T
 SY2409'JUST SOUTH OF LARGE ROCK QUARRY.  POINT IS 20.0 FT NE OF FIRE
 SY2409'HYDRANT AND 19.5 FT SE OF INT. OF WIRE FENCE.  POINT IS 20.0 FT
 SY2409'EAST OF THE FACE OF A GUARD RAIL.  TO REACH FROM INTERSECTION OF
 SY2409'S. 128TH ST. AND 40TH AVE SO., GO NORTH ON 40TH (DIRT ROAD) TO
 SY2409'THE TOP OF HILL AND END OF ROAD, TURN RIGHT AND GO TO THE END OF
 SY2409'A DIRT DRIVEWAY.  POINT IS ON OTHER SIDE OF A FENCE.
 SY2409'
 SY2409'SURFACE MONUMENT--STD KCS DISC SET IN CONCRETE MON. FLUSH WITH
 SY2409'SURFACE.
 SY2409'
 SY2409'SUB-SURFACE MONUMENT--STD KCS DISC SET IN CONCRETE MON. BURIED 3
 SY2409'FT BELOW SURFACE.
 SY2409'
 SY2409'MONUMENT STAMPED EM-29 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2419 ***********************************************************************
 SY2419  DESIGNATION -  EM 30 K CO 1972
 SY2419  PID         -  SY2419
 SY2419  STATE/COUNTY-  WA/KING
 SY2419  USGS QUAD   -  DES MOINES (1995)
 SY2419
 SY2419                         *CURRENT SURVEY CONTROL
 SY2419  ___________________________________________________________________
 SY2419* NAD 83(1991)-  47 29 49.55497(N)    122 17 13.64155(W)     ADJUSTED  
 SY2419* NAVD 88     -        11.5    (meters)      38.     (feet)  VERTCON   
 SY2419  ___________________________________________________________________
 SY2419  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 SY2419  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SY2419
 SY2419  HORZ ORDER  -  SECOND
 SY2419
 SY2419.The horizontal coordinates were established by classical geodetic methods
 SY2419.and adjusted by the National Geodetic Survey in December 1991..
 SY2419
 SY2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2419
 SY2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2419
 SY2419.The geoid height was determined by GEOID03.
 SY2419
 SY2419;                    North         East     Units Scale Factor Converg.
 SY2419;SPC WA N     -    56,303.193   390,466.748   MT  1.00000054   -1 04 56.6
 SY2419;SPC WA N     -   184,721.39  1,281,056.32   sFT  1.00000054   -1 04 56.6
 SY2419;UTM  10      - 5,260,653.543   553,692.077   MT  0.99963543   +0 31 32.1
 SY2419
 SY2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2419!SPC WA N     -   1.00000183  x   1.00000054  =   1.00000237
 SY2419!UTM  10      -   1.00000183  x   0.99963543  =   0.99963726
 SY2419
 SY2419:                Primary Azimuth Mark                     Grid Az
 SY2419:SPC WA N     -  M 8                                      020 42 24.9
 SY2419:UTM  10      -  M 8                                      019 05 56.2
 SY2419
 SY2419|---------------------------------------------------------------------|
 SY2419| PID    Reference Object                     Distance      Geod. Az  |
 SY2419|                                                           dddmmss.s |
 SY2419| SY4261 M 8                                 APPROX. 0.5 KM 0193728.3 |
 SY2419|---------------------------------------------------------------------|
 SY2419
 SY2419                          SUPERSEDED SURVEY CONTROL
 SY2419
 SY2419  NAD 83(1986)-  47 29 49.54733(N)    122 17 13.65070(W) AD(       ) 2
 SY2419  NAD 27      -  47 29 50.19009(N)    122 17 09.20594(W) AD(       ) 2
 SY2419  NGVD 29 (07/19/86)   10.4    (m)           34.     (f) VERT ANG       
 SY2419
 SY2419.Superseded values are not recommended for survey control.
 SY2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2419.See file dsdata.txt to determine how the superseded data were derived.
 SY2419
 SY2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5369260654(NAD 83)
 SY2419_MARKER: Z = SEE DESCRIPTION
 SY2419_SETTING: 0 = UNSPECIFIED SETTING
 SY2419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2419
 SY2419  HISTORY     - Date     Condition        Report By
 SY2419  HISTORY     - 1972     MONUMENTED       WA-033
 SY2419
 SY2419                          STATION DESCRIPTION
 SY2419
 SY2419'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2419'LOCATION--4 MILES WEST OF RENTON
 SY2419'
 SY2419'POINT IS LOCATED 17 FT WEST OF CENTERLINE OF E. MARGINAL WAY JUST
 SY2419'SOUTH OF CONCRETE BRIDGE, OVERPASSING ST. HWY 99T.  POINT IS 5.2
 SY2419'FT SOUTH OF S.W. CORNER OF CURB ON BRIDGE AND 32.9 FT S.W. OF THE
 SY2419'S.E. CORNER OF CURB ON BRIDGE.  POINT IS 63.3 FT N.W. OF A SPIKE
 SY2419'IN A POWER POLE.
 SY2419'
 SY2419'SURFACE MONUMENT--STAND KCS DISC SET IN A CONCRETE MON. FLUSH
 SY2419'WITH SURFACE.
 SY2419'
 SY2419'SUB-SURFACE MONUMENT--STD KCS DISC SET IN A CONCRETE MON. BURIED
 SY2419'3 FT BELOW SURFACE.
 SY2419'
 SY2419'MONUMENT STAMPED EM-30 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4570 ***********************************************************************
 SY4570  DESIGNATION -  EM 31 K CO 1972
 SY4570  PID         -  SY4570
 SY4570  STATE/COUNTY-  WA/KING
 SY4570  USGS QUAD   -  POVERTY BAY (1994)
 SY4570
 SY4570                         *CURRENT SURVEY CONTROL
 SY4570  ___________________________________________________________________
 SY4570* NAD 83(1991)-  47 30 34.90546(N)    122 16 12.60954(W)     ADJUSTED  
 SY4570* NAVD 88     -        63.8    (meters)     209.     (feet)  VERTCON   
 SY4570  ___________________________________________________________________
 SY4570  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 SY4570  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 SY4570
 SY4570  HORZ ORDER  -  SECOND
 SY4570
 SY4570.The horizontal coordinates were established by classical geodetic methods
 SY4570.and adjusted by the National Geodetic Survey in December 1991..
 SY4570
 SY4570.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4570
 SY4570.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4570
 SY4570.The geoid height was determined by GEOID03.
 SY4570
 SY4570;                    North         East     Units Scale Factor Converg.
 SY4570;SPC WA N     -    57,679.541   391,770.067   MT  0.99999821   -1 04 11.1
 SY4570;SPC WA N     -   189,236.96  1,285,332.29   sFT  0.99999821   -1 04 11.1
 SY4570;UTM  10      - 5,262,065.408   554,955.803   MT  0.99963711   +0 32 17.5
 SY4570
 SY4570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4570!SPC WA N     -   0.99999364  x   0.99999821  =   0.99999185
 SY4570!UTM  10      -   0.99999364  x   0.99963711  =   0.99963075
 SY4570
 SY4570|---------------------------------------------------------------------|
 SY4570| PID    Reference Object                     Distance      Geod. Az  |
 SY4570|                                                           dddmmss.s |
 SY4570| SY4567 EM 32 K CO 1972                     288.536 METERS 00306     |
 SY4570| SY4549 AIR BEACON 2                        APPROX. 0.8 KM 1765323.4 |
 SY4570|---------------------------------------------------------------------|
 SY4570
 SY4570                          SUPERSEDED SURVEY CONTROL
 SY4570
 SY4570  NAD 83(1986)-  47 30 34.89863(N)    122 16 12.61743(W) AD(       ) 2
 SY4570  NAD 27      -  47 30 35.54153(N)    122 16 08.17353(W) AD(       ) 2
 SY4570  NGVD 29 (07/19/86)   62.7    (m)          206.     (f) VERT ANG       
 SY4570
 SY4570.Superseded values are not recommended for survey control.
 SY4570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4570.See file dsdata.txt to determine how the superseded data were derived.
 SY4570
 SY4570_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5495662065(NAD 83)
 SY4570
 SY4570  HISTORY     - Date     Condition        Report By
 SY4570  HISTORY     - 1972     MONUMENTED       WA-033
 SY4570
 SY4570                          STATION DESCRIPTION
 SY4570
 SY4570'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY4570'APPROXIMATE
 SY4570'
 SY4570'LOCATION--5 MILES NW OF RENTON
 SY4570'
 SY4570'POINT IS LOCATED NW OF INTERSECTION OF SOUTH RYAN WAY AND 51ST
 SY4570'AVE. SOUTH IN SIDEWALK.
 SY4570'
 SY4570'POINT IS 59.6 FT SE OF THE SE CORNER OF A HOUSE AT 10041 51ST
 SY4570'AVE. SOUTH.
 SY4570'
 SY4570'POINT IS 89.8 FT SW OF A POWER POLE SPIKE IN POLE UP 3 FT.
 SY4570'
 SY4570'POINT IS 57.9 FT NW OF A POWER POLE SPIKE IN POLE UP 3 FT.
 SY4570'
 SY4570'POINT IS 55.1 FT W OF THE CENTER BOLT ON A FIRE HYDRANT.
 SY4570'
 SY4570'POINT IS 26.0 FT W. OF CENTERLINE OF 51ST AVE. SO.
 SY4570'
 SY4570'POINT IS 54.6 FT N. OF CENTERLINE OF SOUTH RYAN WAY.
 SY4570'
 SY4570'SURFACE MONUMENT--MON. ON SURFACE IN SIDEWALK.
 SY4570'
 SY4570'SUB-SURFACE MONUMENT--NO SUB-SURFACE.
 SY4570'
 SY4570'MONUMENT STAMPED EM-31 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4567 ***********************************************************************
 SY4567  DESIGNATION -  EM 32 K CO 1972
 SY4567  PID         -  SY4567
 SY4567  STATE/COUNTY-  WA/KING
 SY4567  USGS QUAD   -  POVERTY BAY (1994)
 SY4567
 SY4567                         *CURRENT SURVEY CONTROL
 SY4567  ___________________________________________________________________
 SY4567* NAD 83(1991)-  47 30 44.23446(N)    122 16 11.86303(W)     ADJUSTED  
 SY4567* NAVD 88     -        59.7    (meters)     196.     (feet)  VERTCON   
 SY4567  ___________________________________________________________________
 SY4567  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 SY4567  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 SY4567
 SY4567  HORZ ORDER  -  SECOND
 SY4567
 SY4567.The horizontal coordinates were established by classical geodetic methods
 SY4567.and adjusted by the National Geodetic Survey in December 1991..
 SY4567
 SY4567.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4567
 SY4567.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4567
 SY4567.The geoid height was determined by GEOID03.
 SY4567
 SY4567;                    North         East     Units Scale Factor Converg.
 SY4567;SPC WA N     -    57,967.312   391,791.063   MT  0.99999773   -1 04 10.6
 SY4567;SPC WA N     -   190,181.09  1,285,401.18   sFT  0.99999773   -1 04 10.6
 SY4567;UTM  10      - 5,262,353.550   554,968.712   MT  0.99963713   +0 32 18.1
 SY4567
 SY4567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4567!SPC WA N     -   0.99999428  x   0.99999773  =   0.99999201
 SY4567!UTM  10      -   0.99999428  x   0.99963713  =   0.99963142
 SY4567
 SY4567                          SUPERSEDED SURVEY CONTROL
 SY4567
 SY4567  NAD 83(1986)-  47 30 44.22763(N)    122 16 11.87086(W) AD(       ) 2
 SY4567  NAD 27      -  47 30 44.87056(N)    122 16 07.42690(W) AD(       ) 2
 SY4567  NGVD 29 (07/19/86)   58.6    (m)          192.     (f) VERT ANG       
 SY4567
 SY4567.Superseded values are not recommended for survey control.
 SY4567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4567.See file dsdata.txt to determine how the superseded data were derived.
 SY4567
 SY4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5496962354(NAD 83)
 SY4567_MARKER: Z = SEE DESCRIPTION
 SY4567_SETTING: 0 = UNSPECIFIED SETTING
 SY4567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4567
 SY4567  HISTORY     - Date     Condition        Report By
 SY4567  HISTORY     - 1972     MONUMENTED       WA-033
 SY4567
 SY4567                          STATION DESCRIPTION
 SY4567
 SY4567'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY4567'APPROX.
 SY4567'
 SY4567'LOCATION--5 MILES NW OF RENTON
 SY4567'
 SY4567'POINT LOCATED AT THE CORNER OF A DRIVEWAY TO HOUSE AT 9902 51ST
 SY4567'AVE. SO. AND EDGE OF CURB.
 SY4567'
 SY4567'POINT IS 57.0 FT SO. OF EXTENDED CENTERLINE OF SO. GAZELLE ST.
 SY4567'
 SY4567'POINT IS 11.0 FT E. OF CENTERLINE OF 51ST AVE. SO.
 SY4567'
 SY4567'POINT IS 9.0 FT SO. OF CENTERLINE OF DRIVEWAY TO 9902 51ST AVE. SO.
 SY4567'
 SY4567'POINT IS 77.9 FT NE OF THE NORTHEASTERN MOST LEG OF A POWERLINE
 SY4567'TOWER.
 SY4567'
 SY4567'POINT IS 78.6 FT NO. OF A POWER POLE SPIKE IN POLE UP 3 FT.
 SY4567'
 SY4567'POINT IS 40.3 FT SO. OF A POWER POLE SPIKE IN POLE UP 3 FT.
 SY4567'
 SY4567'SURFACE MONUMENT--STD KCS DISC SET IN CONCRETE MON. SET FLUSH WITH
 SY4567'SURFACE.
 SY4567'
 SY4567'SUB-SURFACE MONUMENT--STD KCS DISC SET IN CONCRETE MON. BURIED
 SY4567'2.5 FT BELOW SURFACE.
 SY4567'
 SY4567'MONUMENT STAMPED EM-32 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2254 ***********************************************************************
 SY2254  DESIGNATION -  EM 33 K CO 1972
 SY2254  PID         -  SY2254
 SY2254  STATE/COUNTY-  WA/KING
 SY2254  USGS QUAD   -  RENTON (1994)
 SY2254
 SY2254                         *CURRENT SURVEY CONTROL
 SY2254  ___________________________________________________________________
 SY2254* NAD 83(1991)-  47 29 35.70437(N)    122 14 28.34025(W)     ADJUSTED  
 SY2254* NAVD 88     -       123.6    (meters)     406.     (feet)  VERTCON   
 SY2254  ___________________________________________________________________
 SY2254  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 SY2254  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 SY2254
 SY2254  HORZ ORDER  -  SECOND
 SY2254
 SY2254.The horizontal coordinates were established by classical geodetic methods
 SY2254.and adjusted by the National Geodetic Survey in December 1991..
 SY2254
 SY2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2254
 SY2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2254
 SY2254.The geoid height was determined by GEOID03.
 SY2254
 SY2254;                    North         East     Units Scale Factor Converg.
 SY2254;SPC WA N     -    55,811.187   393,918.070   MT  1.00000127   -1 02 53.5
 SY2254;SPC WA N     -   183,107.20  1,292,379.53   sFT  1.00000127   -1 02 53.5
 SY2254;UTM  10      - 5,260,258.709   557,154.587   MT  0.99964014   +0 33 33.8
 SY2254
 SY2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2254!SPC WA N     -   0.99998425  x   1.00000127  =   0.99998552
 SY2254!UTM  10      -   0.99998425  x   0.99964014  =   0.99962440
 SY2254
 SY2254|---------------------------------------------------------------------|
 SY2254| PID    Reference Object                     Distance      Geod. Az  |
 SY2254|                                                           dddmmss.s |
 SY2254| SY2251 EM 33 A K CO                        244.723 METERS 12407     |
 SY2254| SY2130 KING COUNTY WATER DISTRICT 77 TANK  APPROX. 0.6 KM 2581434.0 |
 SY2254|---------------------------------------------------------------------|
 SY2254
 SY2254                          SUPERSEDED SURVEY CONTROL
 SY2254
 SY2254  NAD 83(1986)-  47 29 35.69731(N)    122 14 28.34864(W) AD(       ) 2
 SY2254  NAD 27      -  47 29 36.33919(N)    122 14 23.90836(W) AD(       ) 2
 SY2254  NGVD 29 (07/19/86)  122.5    (m)          402.     (f) VERT ANG       
 SY2254
 SY2254.Superseded values are not recommended for survey control.
 SY2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2254.See file dsdata.txt to determine how the superseded data were derived.
 SY2254
 SY2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5715560259(NAD 83)
 SY2254_MARKER: Z = SEE DESCRIPTION
 SY2254_SETTING: 0 = UNSPECIFIED SETTING
 SY2254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2254
 SY2254  HISTORY     - Date     Condition        Report By
 SY2254  HISTORY     - 1972     MONUMENTED       WA-033
 SY2254
 SY2254                          STATION DESCRIPTION
 SY2254
 SY2254'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2254'APPROX. LOCATION--1 MILE W OF RENTON
 SY2254'
 SY2254'POINT LOCATED WNW OF INTERSECTION OF 75TH AVE. SOUTH. AND RENTON
 SY2254'AVE. ON POWERLINE RIGHT-OF-WAY NEAR TOWER D30S OVER 37.
 SY2254'
 SY2254'POINT IS 15.5 FT WNW OF NNE LEG OF TOWER D30S OVER 37.
 SY2254'
 SY2254'POINT IS 15.5 FT ENE OF WNW LEG OF TOWER D30S OVER 37.
 SY2254'
 SY2254'POINT IS 95.0 FT SWW OF SWW LEG OF TOWER B30S OVER 36.
 SY2254'
 SY2254'POINT IS 120.9 FT SWW OF ESE LEG OF TOWER B30S OVER 36.
 SY2254'
 SY2254'POINT IS APPROX. 268.0 FT NW OF INTERSECTIONS OF RENTON
 SY2254'AVE. SO. AND 75TH AVE. SOUTH.
 SY2254'
 SY2254'SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT SET
 SY2254'FLUSH WITH SURFACE.
 SY2254'
 SY2254'SUB-SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT
 SY2254'BURIED 3.5 FT BELOW SURFACE.
 SY2254'
 SY2254'MONUMENT STAMPED EM-33 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2257 ***********************************************************************
 SY2257  DESIGNATION -  EM 34 K CO 1972
 SY2257  PID         -  SY2257
 SY2257  STATE/COUNTY-  WA/KING
 SY2257  USGS QUAD   -  RENTON (1994)
 SY2257
 SY2257                         *CURRENT SURVEY CONTROL
 SY2257  ___________________________________________________________________
 SY2257* NAD 83(1991)-  47 29 45.40803(N)    122 14 48.45475(W)     ADJUSTED  
 SY2257* NAVD 88     -       113.3    (meters)     372.     (feet)  VERTCON   
 SY2257  ___________________________________________________________________
 SY2257  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 SY2257  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 SY2257
 SY2257  HORZ ORDER  -  SECOND
 SY2257
 SY2257.The horizontal coordinates were established by classical geodetic methods
 SY2257.and adjusted by the National Geodetic Survey in December 1991..
 SY2257
 SY2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2257
 SY2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2257
 SY2257.The geoid height was determined by GEOID03.
 SY2257
 SY2257;                    North         East     Units Scale Factor Converg.
 SY2257;SPC WA N     -    56,118.537   393,502.618   MT  1.00000076   -1 03 08.5
 SY2257;SPC WA N     -   184,115.57  1,291,016.51   sFT  1.00000076   -1 03 08.5
 SY2257;UTM  10      - 5,260,554.176   556,730.830   MT  0.99963955   +0 33 19.1
 SY2257
 SY2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2257!SPC WA N     -   0.99998587  x   1.00000076  =   0.99998663
 SY2257!UTM  10      -   0.99998587  x   0.99963955  =   0.99962542
 SY2257
 SY2257:                Primary Azimuth Mark                     Grid Az
 SY2257:SPC WA N     -  EM 33 K CO 1972                          126 29 38.2
 SY2257:UTM  10      -  EM 33 K CO 1972                          124 53 10.6
 SY2257
 SY2257|---------------------------------------------------------------------|
 SY2257| PID    Reference Object                     Distance      Geod. Az  |
 SY2257|                                                           dddmmss.s |
 SY2257| SY2254 EM 33 K CO 1972                     APPROX. 0.5 KM 1252629.7 |
 SY2257| SY2130 KING COUNTY WATER DISTRICT 77 TANK  448.663 METERS 2003255.2 |
 SY2257|---------------------------------------------------------------------|
 SY2257
 SY2257                          SUPERSEDED SURVEY CONTROL
 SY2257
 SY2257  NAD 83(1986)-  47 29 45.40104(N)    122 14 48.46310(W) AD(       ) 2
 SY2257  NAD 27      -  47 29 46.04310(N)    122 14 44.02226(W) AD(       ) 2
 SY2257  NGVD 29 (07/19/86)  112.2    (m)          368.     (f) VERT ANG       
 SY2257
 SY2257.Superseded values are not recommended for survey control.
 SY2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2257.See file dsdata.txt to determine how the superseded data were derived.
 SY2257
 SY2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5673160554(NAD 83)
 SY2257_MARKER: Z = SEE DESCRIPTION
 SY2257_SETTING: 0 = UNSPECIFIED SETTING
 SY2257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2257
 SY2257  HISTORY     - Date     Condition        Report By
 SY2257  HISTORY     - 1972     MONUMENTED       WA-033
 SY2257
 SY2257                          STATION DESCRIPTION
 SY2257
 SY2257'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2257'APPROX. LOCATION--1-1/2 MILES W OF RENTON
 SY2257'
 SY2257'POINT IS LOCATED ON POWERLINE RIGHT-OF-WAY BEHIND SKYWAY BOWLING
 SY2257'ALLEY.  POINT IS 22.0 FT SE OF THE NW CORNER TO TOWER D31 S OVER 1
 SY2257'AND 16.0 FT SW OF THE NE CORNER TO SAME TOWER.  POINT IS 3.6 FT
 SY2257'SOUTH OF A REFERENCE POINT.
 SY2257'
 SY2257'SURFACE MONUMENT--STD. KCS DISC SET IN A CONCRETE MONUMENT FLUSH
 SY2257'WITH SURFACE.
 SY2257'
 SY2257'SUB-SURFACE MONUMENT--STAND. KCS DISC SET IN A CONCRETE MONUMENT
 SY2257'BURIED 3 FT BELOW SURFACE.
 SY2257'
 SY2257'MONUMENT STAMPED EM-34 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2253 ***********************************************************************
 SY2253  DESIGNATION -  EM 35 K CO 1972
 SY2253  PID         -  SY2253
 SY2253  STATE/COUNTY-  WA/KING
 SY2253  USGS QUAD   -  RENTON (1994)
 SY2253
 SY2253                         *CURRENT SURVEY CONTROL
 SY2253  ___________________________________________________________________
 SY2253* NAD 83(1991)-  47 29 18.29805(N)    122 14 27.65561(W)     ADJUSTED  
 SY2253* NAVD 88     -       146.3    (meters)     480.     (feet)  VERTCON   
 SY2253  ___________________________________________________________________
 SY2253  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 SY2253  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY2253
 SY2253  HORZ ORDER  -  SECOND
 SY2253
 SY2253.The horizontal coordinates were established by classical geodetic methods
 SY2253.and adjusted by the National Geodetic Survey in December 1991..
 SY2253
 SY2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2253
 SY2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2253
 SY2253.The geoid height was determined by GEOID03.
 SY2253
 SY2253;                    North         East     Units Scale Factor Converg.
 SY2253;SPC WA N     -    55,273.447   393,922.565   MT  1.00000218   -1 02 53.0
 SY2253;SPC WA N     -   181,342.97  1,292,394.28   sFT  1.00000218   -1 02 53.0
 SY2253;UTM  10      - 5,259,721.501   557,174.159   MT  0.99964017   +0 33 34.2
 SY2253
 SY2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2253!SPC WA N     -   0.99998069  x   1.00000218  =   0.99998287
 SY2253!UTM  10      -   0.99998069  x   0.99964017  =   0.99962087
 SY2253
 SY2253:                Primary Azimuth Mark                     Grid Az
 SY2253:SPC WA N     -  EN 56 K CO 1972                          092 46 01.5
 SY2253:UTM  10      -  EN 56 K CO 1972                          091 09 34.3
 SY2253
 SY2253|---------------------------------------------------------------------|
 SY2253| PID    Reference Object                     Distance      Geod. Az  |
 SY2253|                                                           dddmmss.s |
 SY2253| SY2266 EN 56 K CO 1972                     APPROX. 1.0 KM 0914308.5 |
 SY2253| SY2250 SN 1 4 COR SEC 12 13                202.389 METERS 09221     |
 SY2253| SY2256 EM 36 K CO 1972                     219.274 METERS 26805     |
 SY2253| SY2255 COR S 128TH 72ND ST                 203.598 METERS 26931     |
 SY2253|---------------------------------------------------------------------|
 SY2253
 SY2253                          SUPERSEDED SURVEY CONTROL
 SY2253
 SY2253  NAD 83(1986)-  47 29 18.29096(N)    122 14 27.66425(W) AD(       ) 2
 SY2253  NAD 27      -  47 29 18.93278(N)    122 14 23.22405(W) AD(       ) 2
 SY2253  NGVD 29 (07/19/86)  145.2    (m)          476.     (f) VERT ANG       
 SY2253
 SY2253.Superseded values are not recommended for survey control.
 SY2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2253.See file dsdata.txt to determine how the superseded data were derived.
 SY2253
 SY2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5717459722(NAD 83)
 SY2253_MARKER: Z = SEE DESCRIPTION
 SY2253_SETTING: 0 = UNSPECIFIED SETTING
 SY2253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2253
 SY2253  HISTORY     - Date     Condition        Report By
 SY2253  HISTORY     - 1972     MONUMENTED       WA-033
 SY2253
 SY2253                          STATION DESCRIPTION
 SY2253
 SY2253'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2253'APPROX. LOCATION--1 MILE W OF RENTON
 SY2253'
 SY2253'POINT LOCATED SOUTHEAST OF THE SE CORNER OF A HOUSE AT 7235
 SY2253'SO. 128TH ST. NEAR A RED AND SILVER WATER TOWER.  POINT IS 39.2 FT
 SY2253'SE OF SOUTHERNMOST SE CORNER OF A HOUSE AT 7235 SO. 128TH ST.
 SY2253'
 SY2253'POINT IS 15.0 FT NORTH OF CENTERLINE OF SO. 128TH.
 SY2253'
 SY2253'POINT IS 42.0 FT NW OF A POWER POLE SPIKE IN POLE UP 3 FT.
 SY2253'
 SY2253'POINT IS 56.5 FT WEST OF THE CENTER BOLT OF A FIRE HYDRANT.
 SY2253'
 SY2253'POINT IS 58.9 FT WEST OF THE SE CORNER OF A CYCLONE FENCE.
 SY2253'
 SY2253'POINT IS 14.4 FT SOUTH OF THE SW CORNER OF A CYCLONE FENCE.
 SY2253'
 SY2253'SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT BURIED
 SY2253'6 IN BELOW SURFACE.
 SY2253'
 SY2253'SUB-SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT
 SY2253'BURIED 3.5 FT.
 SY2253'
 SY2253'MONUMENT STAMPED EM-35 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2256 ***********************************************************************
 SY2256  DESIGNATION -  EM 36 K CO 1972
 SY2256  PID         -  SY2256
 SY2256  STATE/COUNTY-  WA/KING
 SY2256  USGS QUAD   -  RENTON (1994)
 SY2256
 SY2256                         *CURRENT SURVEY CONTROL
 SY2256  ___________________________________________________________________
 SY2256* NAD 83(1991)-  47 29 18.06091(N)    122 14 38.12460(W)     ADJUSTED  
 SY2256* NAVD 88     -       143.3    (meters)     470.     (feet)  VERTCON   
 SY2256  ___________________________________________________________________
 SY2256  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 SY2256  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY2256
 SY2256  HORZ ORDER  -  SECOND
 SY2256
 SY2256.The horizontal coordinates were established by classical geodetic methods
 SY2256.and adjusted by the National Geodetic Survey in December 1991..
 SY2256
 SY2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2256
 SY2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2256
 SY2256.The geoid height was determined by GEOID03.
 SY2256
 SY2256;                    North         East     Units Scale Factor Converg.
 SY2256;SPC WA N     -    55,270.137   393,703.316   MT  1.00000219   -1 03 00.8
 SY2256;SPC WA N     -   181,332.11  1,291,674.96   sFT  1.00000219   -1 03 00.8
 SY2256;UTM  10      - 5,259,712.045   556,955.169   MT  0.99963986   +0 33 26.5
 SY2256
 SY2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2256!SPC WA N     -   0.99998116  x   1.00000219  =   0.99998335
 SY2256!UTM  10      -   0.99998116  x   0.99963986  =   0.99962103
 SY2256
 SY2256|---------------------------------------------------------------------|
 SY2256| PID    Reference Object                     Distance      Geod. Az  |
 SY2256|                                                           dddmmss.s |
 SY2256| SY2255 COR S 128TH 72ND ST                  16.535 METERS 07014     |
 SY2256| SY2253 EM 35 K CO 1972                     219.274 METERS 08805     |
 SY2256| SY2154 JAHN                                APPROX. 0.6 KM 3204915.2 |
 SY2256|---------------------------------------------------------------------|
 SY2256
 SY2256                          SUPERSEDED SURVEY CONTROL
 SY2256
 SY2256  NAD 83(1986)-  47 29 18.05385(N)    122 14 38.13312(W) AD(       ) 2
 SY2256  NAD 27      -  47 29 18.69571(N)    122 14 33.69268(W) AD(       ) 2
 SY2256  NGVD 29 (07/19/86)  142.2    (m)          467.     (f) VERT ANG       
 SY2256
 SY2256.Superseded values are not recommended for survey control.
 SY2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2256.See file dsdata.txt to determine how the superseded data were derived.
 SY2256
 SY2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5695559712(NAD 83)
 SY2256_MARKER: Z = SEE DESCRIPTION
 SY2256_SETTING: 0 = UNSPECIFIED SETTING
 SY2256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2256
 SY2256  HISTORY     - Date     Condition        Report By
 SY2256  HISTORY     - 1972     MONUMENTED       WA-033
 SY2256
 SY2256                          STATION DESCRIPTION
 SY2256
 SY2256'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2256'APPROX. LOCATION--1-1/2 MILES W OF RENTON
 SY2256'
 SY2256'POINT LOCATED ON SO. 128TH ST. IN FRONT OF A HOUSE AT 7125
 SY2256'SO. 128TH ST.
 SY2256'
 SY2256'POINT IS 21.0 FT SOUTH OF CENTERLINE OF SO. 128TH ST.
 SY2256'
 SY2256'POINT IS 48.0 FT WEST OF CENTERLINE OF 72ND AVE. SOUTH.
 SY2256'
 SY2256'POINT IS 73.1 FT EAST OF A POWER POLE SPIKE IN POLE UP 4 FT.
 SY2256'
 SY2256'POINT IS 70.8 FT WEST OF A POWER POLE SPIKE IN POLE UP 2 FT.
 SY2256'
 SY2256'POINT IS 83.0 FT S.W. OF A TELEPHONE POLE SPIKE IN POLE UP 3 FT.
 SY2256'
 SY2256'SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT BURIED
 SY2256'6 IN.
 SY2256'
 SY2256'SUB-SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT
 SY2256'BURIED 3.5 FT.
 SY2256'
 SY2256'MONUMENT STAMPED EM-36 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2397 ***********************************************************************
 SY2397  DESIGNATION -  EM 37 K CO 1972
 SY2397  PID         -  SY2397
 SY2397  STATE/COUNTY-  WA/KING
 SY2397  USGS QUAD   -  DES MOINES (1995)
 SY2397
 SY2397                         *CURRENT SURVEY CONTROL
 SY2397  ___________________________________________________________________
 SY2397* NAD 83(1991)-  47 28 26.27690(N)    122 15 51.73432(W)     ADJUSTED  
 SY2397* NAVD 88     -        70.7    (meters)     232.     (feet)  VERTCON   
 SY2397  ___________________________________________________________________
 SY2397  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 SY2397  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 SY2397
 SY2397  HORZ ORDER  -  SECOND
 SY2397
 SY2397.The horizontal coordinates were established by classical geodetic methods
 SY2397.and adjusted by the National Geodetic Survey in December 1991..
 SY2397
 SY2397.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2397
 SY2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2397
 SY2397.The geoid height was determined by GEOID03.
 SY2397
 SY2397;                    North         East     Units Scale Factor Converg.
 SY2397;SPC WA N     -    53,699.589   392,132.937   MT  1.00000496   -1 03 55.6
 SY2397;SPC WA N     -   176,179.40  1,286,522.81   sFT  1.00000496   -1 03 55.6
 SY2397;UTM  10      - 5,258,098.649   555,430.023   MT  0.99963776   +0 32 31.7
 SY2397
 SY2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2397!SPC WA N     -   0.99999253  x   1.00000496  =   0.99999749
 SY2397!UTM  10      -   0.99999253  x   0.99963776  =   0.99963029
 SY2397
 SY2397:                Primary Azimuth Mark                     Grid Az
 SY2397:SPC WA N     -  KING COUNTY WATER DISTRICT 77 TANK       031 02 09.7
 SY2397:UTM  10      -  KING COUNTY WATER DISTRICT 77 TANK       029 25 42.4
 SY2397
 SY2397|---------------------------------------------------------------------|
 SY2397| PID    Reference Object                     Distance      Geod. Az  |
 SY2397|                                                           dddmmss.s |
 SY2397| SY2130 KING COUNTY WATER DISTRICT 77 TANK  APPROX. 2.3 KM 0295814.1 |
 SY2397| SY2400 EM 38 K CO 1972                     376.154 METERS 27156     |
 SY2397|---------------------------------------------------------------------|
 SY2397
 SY2397                          SUPERSEDED SURVEY CONTROL
 SY2397
 SY2397  NAD 83(1986)-  47 28 26.27011(N)    122 15 51.74262(W) AD(       ) 2
 SY2397  NAD 27      -  47 28 26.91233(N)    122 15 47.30102(W) AD(       ) 2
 SY2397  NGVD 29 (07/19/86)   69.6    (m)          228.     (f) VERT ANG       
 SY2397
 SY2397.Superseded values are not recommended for survey control.
 SY2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2397.See file dsdata.txt to determine how the superseded data were derived.
 SY2397
 SY2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5543058099(NAD 83)
 SY2397_MARKER: Z = SEE DESCRIPTION
 SY2397_SETTING: 0 = UNSPECIFIED SETTING
 SY2397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2397
 SY2397  HISTORY     - Date     Condition        Report By
 SY2397  HISTORY     - 1972     MONUMENTED       WA-033
 SY2397
 SY2397                          STATION DESCRIPTION
 SY2397
 SY2397'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2397'LOCATION--2-1/2 MILES SW OF RENTON
 SY2397'
 SY2397'STATION IS SET FLUSH IN CONCRETE MON. AT BACK OF CONCRETE
 SY2397'SIDEWALK.  POINT IS 39.5 FT WEST AND 25.0 FT SOUTH OF 56TH
 SY2397'AVE. S. AND S. 144TH ST.
 SY2397'
 SY2397'POINT IS 51.3 FT SSW CENTER OF HYDRANT.
 SY2397'
 SY2397'POINT IS 50.1 FT SSW S. FACE OF LIGHT STANDARD.
 SY2397'
 SY2397'POINT IS 18.7 FT WEST OF EAST END OF WALK.
 SY2397'
 SY2397'SURFACE MONUMENT--SET KCS DISK IN CONCRETE MON. FLUSH.
 SY2397'
 SY2397'SUB-SURFACE MONUMENT--SET KCS DISK IN CONC. MON. 3 FT DOWN.
 SY2397'
 SY2397'MONUMENT STAMPED EM-37 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2400 ***********************************************************************
 SY2400  DESIGNATION -  EM 38 K CO 1972
 SY2400  PID         -  SY2400
 SY2400  STATE/COUNTY-  WA/KING
 SY2400  USGS QUAD   -  DES MOINES (1995)
 SY2400
 SY2400                         *CURRENT SURVEY CONTROL
 SY2400  ___________________________________________________________________
 SY2400* NAD 83(1991)-  47 28 26.68648(N)    122 16 09.68834(W)     ADJUSTED  
 SY2400* NAVD 88     -        51.0    (meters)     167.     (feet)  VERTCON   
 SY2400  ___________________________________________________________________
 SY2400  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 SY2400  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 SY2400
 SY2400  HORZ ORDER  -  SECOND
 SY2400
 SY2400.The horizontal coordinates were established by classical geodetic methods
 SY2400.and adjusted by the National Geodetic Survey in December 1991..
 SY2400
 SY2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2400
 SY2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2400
 SY2400.The geoid height was determined by GEOID03.
 SY2400
 SY2400;                    North         East     Units Scale Factor Converg.
 SY2400;SPC WA N     -    53,719.239   391,757.295   MT  1.00000494   -1 04 08.9
 SY2400;SPC WA N     -   176,243.87  1,285,290.39   sFT  1.00000494   -1 04 08.9
 SY2400;UTM  10      - 5,258,107.749   555,054.116   MT  0.99963725   +0 32 18.5
 SY2400
 SY2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2400!SPC WA N     -   0.99999562  x   1.00000494  =   1.00000056
 SY2400!UTM  10      -   0.99999562  x   0.99963725  =   0.99963287
 SY2400
 SY2400|---------------------------------------------------------------------|
 SY2400| PID    Reference Object                     Distance      Geod. Az  |
 SY2400|                                                           dddmmss.s |
 SY2400| SY2397 EM 37 K CO 1972                     376.154 METERS 09156     |
 SY2400| SY3981 SEATTLE TV STATION KIRO TOWER       APPROX.18.8 KM 3393903.6 |
 SY2400| SY4314 SEATTLE SPACE NEEDLE                APPROX.17.4 KM 3394446.5 |
 SY2400|---------------------------------------------------------------------|
 SY2400
 SY2400                          SUPERSEDED SURVEY CONTROL
 SY2400
 SY2400  NAD 83(1986)-  47 28 26.67968(N)    122 16 09.69676(W) AD(       ) 2
 SY2400  NAD 27      -  47 28 27.32204(N)    122 16 05.25453(W) AD(       ) 2
 SY2400  NGVD 29 (07/19/86)   49.9    (m)          164.     (f) VERT ANG       
 SY2400
 SY2400.Superseded values are not recommended for survey control.
 SY2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2400.See file dsdata.txt to determine how the superseded data were derived.
 SY2400
 SY2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5505458108(NAD 83)
 SY2400_MARKER: Z = SEE DESCRIPTION
 SY2400_SETTING: 0 = UNSPECIFIED SETTING
 SY2400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2400
 SY2400  HISTORY     - Date     Condition        Report By
 SY2400  HISTORY     - 1972     MONUMENTED       WA-033
 SY2400
 SY2400                          STATION DESCRIPTION
 SY2400
 SY2400'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2400'LOCATION--2-1/2 MILES SW OF RENTON
 SY2400'
 SY2400'STATION IS SET IN N. SIDEWALK OF CONC. OVERPASS ON S. 144TH
 SY2400'ST. X-ING I-5.
 SY2400'
 SY2400'POINT IS APPROX. 1 FT NO. OF FACE OF WALK.
 SY2400'
 SY2400'POINT IS APPROX. 125 FT WEST OF EAST END OF OVERPASS.
 SY2400'
 SY2400'POINT IS APPROX. 14.5 FT NO. OF CENTERLINE S. 144TH ST.
 SY2400'
 SY2400'SURFACE MONUMENT--SET KCS DISK IN CONC. FLUSH IN WALK.
 SY2400'
 SY2400'SUB-SURFACE MONUMENT--NONE
 SY2400'
 SY2400'MONUMENT STAMPED EM-38 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2244 ***********************************************************************
 SY2244  DESIGNATION -  EM 39 K CO 1973
 SY2244  PID         -  SY2244
 SY2244  STATE/COUNTY-  WA/KING
 SY2244  USGS QUAD   -  RENTON (1994)
 SY2244
 SY2244                         *CURRENT SURVEY CONTROL
 SY2244  ___________________________________________________________________
 SY2244* NAD 83(1991)-  47 28 11.71125(N)    122 13 47.99824(W)     ADJUSTED  
 SY2244* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 SY2244  ___________________________________________________________________
 SY2244  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 SY2244  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SY2244
 SY2244  HORZ ORDER  -  SECOND
 SY2244
 SY2244.The horizontal coordinates were established by classical geodetic methods
 SY2244.and adjusted by the National Geodetic Survey in December 1991..
 SY2244
 SY2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2244
 SY2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2244
 SY2244.The geoid height was determined by GEOID03.
 SY2244
 SY2244;                    North         East     Units Scale Factor Converg.
 SY2244;SPC WA N     -    53,202.227   394,715.272   MT  1.00000575   -1 02 23.4
 SY2244;SPC WA N     -   174,547.64  1,294,995.02   sFT  1.00000575   -1 02 23.4
 SY2244;UTM  10      - 5,257,674.076   558,024.345   MT  0.99964137   +0 34 02.8
 SY2244
 SY2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2244!SPC WA N     -   1.00000253  x   1.00000575  =   1.00000828
 SY2244!UTM  10      -   1.00000253  x   0.99964137  =   0.99964390
 SY2244
 SY2244:                Primary Azimuth Mark                     Grid Az
 SY2244:SPC WA N     -  ROLLING                                  100 09 02.9
 SY2244:UTM  10      -  ROLLING                                  098 32 36.7
 SY2244
 SY2244|---------------------------------------------------------------------|
 SY2244| PID    Reference Object                     Distance      Geod. Az  |
 SY2244|                                                           dddmmss.s |
 SY2244| SY2146 ROLLING                             APPROX. 3.2 KM 0990639.5 |
 SY2244| SY2243 EM 40 K CO 1973                     458.803 METERS 1721726.6 |
 SY2244|---------------------------------------------------------------------|
 SY2244
 SY2244                          SUPERSEDED SURVEY CONTROL
 SY2244
 SY2244  NAD 83(1986)-  47 28 11.70424(N)    122 13 48.00698(W) AD(       ) 2
 SY2244  NAD 27      -  47 28 12.34535(N)    122 13 43.56828(W) AD(       ) 2
 SY2244  NGVD 29 (07/19/86)    5.8    (m)           19.     (f) VERT ANG       
 SY2244
 SY2244.Superseded values are not recommended for survey control.
 SY2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2244.See file dsdata.txt to determine how the superseded data were derived.
 SY2244
 SY2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5802457674(NAD 83)
 SY2244_MARKER: Z = SEE DESCRIPTION
 SY2244_SETTING: 0 = UNSPECIFIED SETTING
 SY2244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2244
 SY2244  HISTORY     - Date     Condition        Report By
 SY2244  HISTORY     - 1973     MONUMENTED       WA-033
 SY2244
 SY2244                          STATION DESCRIPTION
 SY2244
 SY2244'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2244'STATION IS SET IN THE 11TH FAIRWAY OF EARLINGTON GOLF COURSE.
 SY2244'
 SY2244'STATION IS 43 FT NORTH AND 21.5 FT WEST OF SW 7TH ST. AND THOMAS
 SY2244'AVE. SW.
 SY2244'
 SY2244'POINT IS 3.3 FT N OF THE NORTH EDGE OF E-W CONC. WALK.
 SY2244'
 SY2244'POINT IS 73.0 FT NNE OF CENTER OF HYDRANT.
 SY2244'
 SY2244'POINT IS 47.9 FT NW OF A MON-IN-CASE.
 SY2244'
 SY2244'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2244'
 SY2244'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK IN CONC. - BURIED 3 FT.
 SY2244'
 SY2244'DISKS STAMPED--EM-39.  1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2243 ***********************************************************************
 SY2243  DESIGNATION -  EM 40 K CO 1973
 SY2243  PID         -  SY2243
 SY2243  STATE/COUNTY-  WA/KING
 SY2243  USGS QUAD   -  RENTON (1994)
 SY2243
 SY2243                         *CURRENT SURVEY CONTROL
 SY2243  ___________________________________________________________________
 SY2243* NAD 83(1991)-  47 27 56.98949(N)    122 13 45.05936(W)     ADJUSTED  
 SY2243* NAVD 88     -         6.4    (meters)      21.     (feet)  VERTCON   
 SY2243  ___________________________________________________________________
 SY2243  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 SY2243  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 SY2243
 SY2243  HORZ ORDER  -  SECOND
 SY2243
 SY2243.The horizontal coordinates were established by classical geodetic methods
 SY2243.and adjusted by the National Geodetic Survey in December 1991..
 SY2243
 SY2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2243
 SY2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2243
 SY2243.The geoid height was determined by GEOID03.
 SY2243
 SY2243;                    North         East     Units Scale Factor Converg.
 SY2243;SPC WA N     -    52,746.526   394,768.559   MT  1.00000655   -1 02 21.3
 SY2243;SPC WA N     -   173,052.56  1,295,169.85   sFT  1.00000655   -1 02 21.3
 SY2243;UTM  10      - 5,257,220.214   558,090.368   MT  0.99964147   +0 34 04.8
 SY2243
 SY2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2243!SPC WA N     -   1.00000260  x   1.00000655  =   1.00000915
 SY2243!UTM  10      -   1.00000260  x   0.99964147  =   0.99964407
 SY2243
 SY2243:                Primary Azimuth Mark                     Grid Az
 SY2243:SPC WA N     -  ROLLING                                  091 59 13.5
 SY2243:UTM  10      -  ROLLING                                  090 22 47.4
 SY2243
 SY2243|---------------------------------------------------------------------|
 SY2243| PID    Reference Object                     Distance      Geod. Az  |
 SY2243|                                                           dddmmss.s |
 SY2243| SY2146 ROLLING                             APPROX. 3.1 KM 0905652.2 |
 SY2243| SY2244 EM 39 K CO 1973                     458.803 METERS 3521728.7 |
 SY2243|---------------------------------------------------------------------|
 SY2243
 SY2243                          SUPERSEDED SURVEY CONTROL
 SY2243
 SY2243  NAD 83(1986)-  47 27 56.98246(N)    122 13 45.06819(W) AD(       ) 2
 SY2243  NAD 27      -  47 27 57.62352(N)    122 13 40.62971(W) AD(       ) 2
 SY2243  NGVD 29 (07/19/86)    5.3    (m)           17.     (f) VERT ANG       
 SY2243
 SY2243.Superseded values are not recommended for survey control.
 SY2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2243.See file dsdata.txt to determine how the superseded data were derived.
 SY2243
 SY2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5809057220(NAD 83)
 SY2243_MARKER: Z = SEE DESCRIPTION
 SY2243_SETTING: 0 = UNSPECIFIED SETTING
 SY2243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2243
 SY2243  HISTORY     - Date     Condition        Report By
 SY2243  HISTORY     - 1973     MONUMENTED       WA-033
 SY2243
 SY2243                          STATION DESCRIPTION
 SY2243
 SY2243'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2243'STATION BURIED 6 IN, APPROX. 27.5 FT NORTH AND 25 FT WEST OF
 SY2243'SW 10TH ST. AND THOMAS AVE. SW.
 SY2243'
 SY2243'POINT IS 27.8 FT WNW OF A MON-IN-CASE.
 SY2243'
 SY2243'POINT IS 27.6 FT ENE OF CENTER OF HYDRANT.
 SY2243'
 SY2243'POINT IS 2.0 FT NW OF BACK OF CONC. CURB.
 SY2243'
 SY2243'SURFACE MONUMENT--STAND. K.C.S. DISK IN CONC. - BURIED 6 IN.
 SY2243'
 SY2243'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2243'3.5 FT.
 SY2243'
 SY2243'DISKS STAMPED--EM-40.  1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2245 ***********************************************************************
 SY2245  DESIGNATION -  EM 41 K CO 1973
 SY2245  PID         -  SY2245
 SY2245  STATE/COUNTY-  WA/KING
 SY2245  USGS QUAD   -  RENTON (1994)
 SY2245
 SY2245                         *CURRENT SURVEY CONTROL
 SY2245  ___________________________________________________________________
 SY2245* NAD 83(1991)-  47 28 12.09591(N)    122 13 53.29985(W)     ADJUSTED  
 SY2245* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 SY2245  ___________________________________________________________________
 SY2245  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 SY2245  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SY2245
 SY2245  HORZ ORDER  -  SECOND
 SY2245
 SY2245.The horizontal coordinates were established by classical geodetic methods
 SY2245.and adjusted by the National Geodetic Survey in December 1991..
 SY2245
 SY2245.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2245
 SY2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2245
 SY2245.The geoid height was determined by GEOID03.
 SY2245
 SY2245;                    North         East     Units Scale Factor Converg.
 SY2245;SPC WA N     -    53,216.120   394,604.486   MT  1.00000573   -1 02 27.4
 SY2245;SPC WA N     -   174,593.22  1,294,631.55   sFT  1.00000573   -1 02 27.4
 SY2245;UTM  10      - 5,257,684.852   557,913.254   MT  0.99964122   +0 33 58.9
 SY2245
 SY2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2245!SPC WA N     -   1.00000264  x   1.00000573  =   1.00000837
 SY2245!UTM  10      -   1.00000264  x   0.99964122  =   0.99964386
 SY2245
 SY2245|---------------------------------------------------------------------|
 SY2245| PID    Reference Object                     Distance      Geod. Az  |
 SY2245|                                                           dddmmss.s |
 SY2245| SY2241 EM 42 K CO 1973                     345.562 METERS 09400     |
 SY2245| SY2146 ROLLING                             APPROX. 3.3 KM 0990030.6 |
 SY2245|---------------------------------------------------------------------|
 SY2245
 SY2245                          SUPERSEDED SURVEY CONTROL
 SY2245
 SY2245  NAD 83(1986)-  47 28 12.08891(N)    122 13 53.30860(W) AD(       ) 2
 SY2245  NAD 27      -  47 28 12.73007(N)    122 13 48.86972(W) AD(       ) 2
 SY2245  NGVD 29 (07/19/86)    5.1    (m)           17.     (f) VERT ANG       
 SY2245
 SY2245.Superseded values are not recommended for survey control.
 SY2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2245.See file dsdata.txt to determine how the superseded data were derived.
 SY2245
 SY2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5791357685(NAD 83)
 SY2245_MARKER: Z = SEE DESCRIPTION
 SY2245_SETTING: 0 = UNSPECIFIED SETTING
 SY2245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2245
 SY2245  HISTORY     - Date     Condition        Report By
 SY2245  HISTORY     - 1973     MONUMENTED       WA-033
 SY2245
 SY2245                          STATION DESCRIPTION
 SY2245
 SY2245'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2245'STATION SET FLUSH IN DIRT SHOULDER OF SW 16TH ST..  APPROX. 1/4
 SY2245'MILE WEST OF RAYMOND AVE. SW AND 200 FT + OR - EAST OF THE NE
 SY2245'CORNER OF LONGACRES RACE TRACK PROPERTY.
 SY2245'
 SY2245'POINT IS 130.8 FT ESE OF SMALL BRIDGE X-ING CREEK (SE CORNER).
 SY2245'
 SY2245'POINT IS 24.5 FT S OF CENTERLINE OF SW 16TH ST.
 SY2245'
 SY2245'POINT IS 50.4 FT E OF CENTER OF HYDRANT.
 SY2245'
 SY2245'POINT IS 78.3 FT W OF SPIKE ON HIGH-TENSION POWER POLE.
 SY2245'
 SY2245'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2245'
 SY2245'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2245'3 FT.
 SY2245'
 SY2245'DISKS STAMPED--EM-41.  1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2241 ***********************************************************************
 SY2241  DESIGNATION -  EM 42 K CO 1973
 SY2241  PID         -  SY2241
 SY2241  STATE/COUNTY-  WA/KING
 SY2241  USGS QUAD   -  RENTON (1994)
 SY2241
 SY2241                         *CURRENT SURVEY CONTROL
 SY2241  ___________________________________________________________________
 SY2241* NAD 83(1991)-  47 28 11.31552(N)    122 13 36.83813(W)     ADJUSTED  
 SY2241* NAVD 88     -         6.3    (meters)      21.     (feet)  VERTCON   
 SY2241  ___________________________________________________________________
 SY2241  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 SY2241  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SY2241
 SY2241  HORZ ORDER  -  SECOND
 SY2241
 SY2241.The horizontal coordinates were established by classical geodetic methods
 SY2241.and adjusted by the National Geodetic Survey in December 1991..
 SY2241
 SY2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2241
 SY2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2241
 SY2241.The geoid height was determined by GEOID03.
 SY2241
 SY2241;                    North         East     Units Scale Factor Converg.
 SY2241;SPC WA N     -    53,185.771   394,948.715   MT  1.00000577   -1 02 15.1
 SY2241;SPC WA N     -   174,493.65  1,295,760.91   sFT  1.00000577   -1 02 15.1
 SY2241;UTM  10      - 5,257,664.177   558,258.072   MT  0.99964171   +0 34 11.0
 SY2241
 SY2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2241!SPC WA N     -   1.00000262  x   1.00000577  =   1.00000839
 SY2241!UTM  10      -   1.00000262  x   0.99964171  =   0.99964433
 SY2241
 SY2241:                Primary Azimuth Mark                     Grid Az
 SY2241:SPC WA N     -  ROLLING                                  100 38 00.1
 SY2241:UTM  10      -  ROLLING                                  099 01 34.0
 SY2241
 SY2241|---------------------------------------------------------------------|
 SY2241| PID    Reference Object                     Distance      Geod. Az  |
 SY2241|                                                           dddmmss.s |
 SY2241| SY2146 ROLLING                             APPROX. 3.0 KM 0993545.0 |
 SY2241| SY2245 EM 41 K CO 1973                     345.562 METERS 27400     |
 SY2241|---------------------------------------------------------------------|
 SY2241
 SY2241                          SUPERSEDED SURVEY CONTROL
 SY2241
 SY2241  NAD 83(1986)-  47 28 11.30848(N)    122 13 36.84688(W) AD(       ) 2
 SY2241  NAD 27      -  47 28 11.94956(N)    122 13 32.40847(W) AD(       ) 2
 SY2241  NGVD 29 (07/19/86)    5.2    (m)           17.     (f) VERT ANG       
 SY2241
 SY2241.Superseded values are not recommended for survey control.
 SY2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2241.See file dsdata.txt to determine how the superseded data were derived.
 SY2241
 SY2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5825857664(NAD 83)
 SY2241_MARKER: Z = SEE DESCRIPTION
 SY2241_SETTING: 0 = UNSPECIFIED SETTING
 SY2241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2241
 SY2241  HISTORY     - Date     Condition        Report By
 SY2241  HISTORY     - 1973     MONUMENTED       WA-033
 SY2241
 SY2241                          STATION DESCRIPTION
 SY2241
 SY2241'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2241'STATION SET FLUSH WITH LAWN, 28 FT NORTH AND 25 FT EAST OF SW
 SY2241'16TH ST. AND RAYMOND AVE. SW INTERSECTION.
 SY2241'
 SY2241'POINT IS 45.6 FT SSW OF SW CORNER OF HOUSE 1516.
 SY2241'
 SY2241'POINT IS 92.3 FT NE OF CENTER OF HYDRANT.
 SY2241'
 SY2241'POINT IS 50.6 FT N OF A SPIKE IN A HIGH-TENSION POWER POLE.
 SY2241'
 SY2241'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2241'
 SY2241'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2241'3 FT.
 SY2241'
 SY2241'DISKS STAMPED--EM-42.  1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2417 ***********************************************************************
 SY2417  DESIGNATION -  EM 43 K CO 1973
 SY2417  PID         -  SY2417
 SY2417  STATE/COUNTY-  WA/KING
 SY2417  USGS QUAD   -  DES MOINES (1995)
 SY2417
 SY2417                         *CURRENT SURVEY CONTROL
 SY2417  ___________________________________________________________________
 SY2417* NAD 83(1991)-  47 28 12.01184(N)    122 17 11.91706(W)     ADJUSTED  
 SY2417* NAVD 88     -       103.1    (meters)     338.     (feet)  VERTCON   
 SY2417  ___________________________________________________________________
 SY2417  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 SY2417  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SY2417
 SY2417  HORZ ORDER  -  SECOND
 SY2417
 SY2417.The horizontal coordinates were established by classical geodetic methods
 SY2417.and adjusted by the National Geodetic Survey in December 1991..
 SY2417
 SY2417.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2417
 SY2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2417
 SY2417.The geoid height was determined by GEOID03.
 SY2417
 SY2417;                    North         East     Units Scale Factor Converg.
 SY2417;SPC WA N     -    53,290.575   390,445.948   MT  1.00000573   -1 04 55.3
 SY2417;SPC WA N     -   174,837.49  1,280,988.08   sFT  1.00000573   -1 04 55.3
 SY2417;UTM  10      - 5,257,642.635   553,755.792   MT  0.99963551   +0 31 32.5
 SY2417
 SY2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2417!SPC WA N     -   0.99998745  x   1.00000573  =   0.99999318
 SY2417!UTM  10      -   0.99998745  x   0.99963551  =   0.99962296
 SY2417
 SY2417:                Primary Azimuth Mark                     Grid Az
 SY2417:SPC WA N     -  EM 43 A K CO                             023 27 03.8
 SY2417:UTM  10      -  EM 43 A K CO                             021 50 36.0
 SY2417
 SY2417|---------------------------------------------------------------------|
 SY2417| PID    Reference Object                     Distance      Geod. Az  |
 SY2417|                                                           dddmmss.s |
 SY2417| SY2413 EM 43 A K CO                        APPROX. 0.5 KM 0222208.5 |
 SY2417|---------------------------------------------------------------------|
 SY2417
 SY2417                          SUPERSEDED SURVEY CONTROL
 SY2417
 SY2417  NAD 83(1986)-  47 28 12.00523(N)    122 17 11.92590(W) AD(       ) 2
 SY2417  NAD 27      -  47 28 12.64774(N)    122 17 07.48194(W) AD(       ) 2
 SY2417  NGVD 29 (07/19/86)  102.0    (m)          335.     (f) VERT ANG       
 SY2417
 SY2417.Superseded values are not recommended for survey control.
 SY2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2417.See file dsdata.txt to determine how the superseded data were derived.
 SY2417
 SY2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5375657643(NAD 83)
 SY2417_MARKER: Z = SEE DESCRIPTION
 SY2417_SETTING: 0 = UNSPECIFIED SETTING
 SY2417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2417
 SY2417  HISTORY     - Date     Condition        Report By
 SY2417  HISTORY     - 1973     MONUMENTED       WA-033
 SY2417
 SY2417                          STATION DESCRIPTION
 SY2417
 SY2417'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2417'POINT IS LOCATED ON PACIFIC HWY. S., WNW OF CENTERLINE AND 0.2
 SY2417'MILE SOUTH OF S 144TH ST.  POINT IS NEXT TO THE CONC. BASE OF
 SY2417'A SIGN POST STANDARD (RENTON-BURIEN EXIT) AND 55.0 FT SE OF THE
 SY2417'SOUTH CORNER OF A GAS STATION AND 39.2 FT ENE OF THE NE CORNER OF
 SY2417'A CHURCH (CHURCH BY THE SIDE OF THE ROAD).
 SY2417'
 SY2417'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2417'
 SY2417'SUB-SURFACE MONUMENT--NONE
 SY2417'
 SY2417'DISK STAMPED--EM-43.  1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2439 ***********************************************************************
 SY2439  DESIGNATION -  EM 44 K CO 1973
 SY2439  PID         -  SY2439
 SY2439  STATE/COUNTY-  WA/KING
 SY2439  USGS QUAD   -  DES MOINES (1995)
 SY2439
 SY2439                         *CURRENT SURVEY CONTROL
 SY2439  ___________________________________________________________________
 SY2439* NAD 83(1991)-  47 27 37.11296(N)    122 17 53.95315(W)     ADJUSTED  
 SY2439* NAVD 88     -       135.0    (meters)     443.     (feet)  VERTCON   
 SY2439  ___________________________________________________________________
 SY2439  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 SY2439  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 SY2439
 SY2439  HORZ ORDER  -  SECOND
 SY2439
 SY2439.This mark is at Seattle-Tacoma Intl Airport (SEA)
 SY2439
 SY2439.The horizontal coordinates were established by classical geodetic methods
 SY2439.and adjusted by the National Geodetic Survey in December 1991..
 SY2439
 SY2439.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2439
 SY2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2439
 SY2439.The geoid height was determined by GEOID03.
 SY2439
 SY2439;                    North         East     Units Scale Factor Converg.
 SY2439;SPC WA N     -    52,229.660   389,545.321   MT  1.00000764   -1 05 26.6
 SY2439;SPC WA N     -   171,356.81  1,278,033.27   sFT  1.00000764   -1 05 26.6
 SY2439;UTM  10      - 5,256,557.272   552,885.607   MT  0.99963437   +0 31 01.3
 SY2439
 SY2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2439!SPC WA N     -   0.99998244  x   1.00000764  =   0.99999008
 SY2439!UTM  10      -   0.99998244  x   0.99963437  =   0.99961682
 SY2439
 SY2439:                Primary Azimuth Mark                     Grid Az
 SY2439:SPC WA N     -  KING COUNTY WATER DISTRICT 69 TANK       055 07 12.3
 SY2439:UTM  10      -  KING COUNTY WATER DISTRICT 69 TANK       053 30 44.4
 SY2439
 SY2439|---------------------------------------------------------------------|
 SY2439| PID    Reference Object                     Distance      Geod. Az  |
 SY2439|                                                           dddmmss.s |
 SY2439| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 5.3 KM 0540145.7 |
 SY2439| SY2420 EM 19 K CO 1972                     APPROX. 0.8 KM 0593802.9 |
 SY2439|---------------------------------------------------------------------|
 SY2439
 SY2439                          SUPERSEDED SURVEY CONTROL
 SY2439
 SY2439  NAD 83(1986)-  47 27 37.10649(N)    122 17 53.96229(W) AD(       ) 2
 SY2439  NAD 27      -  47 27 37.74935(N)    122 17 49.51691(W) AD(       ) 2
 SY2439  NGVD 29 (07/19/86)  133.9    (m)          439.     (f) VERT ANG       
 SY2439
 SY2439.Superseded values are not recommended for survey control.
 SY2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2439.See file dsdata.txt to determine how the superseded data were derived.
 SY2439
 SY2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5288656557(NAD 83)
 SY2439_MARKER: Z = SEE DESCRIPTION
 SY2439_SETTING: 0 = UNSPECIFIED SETTING
 SY2439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY2439+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2004
 SY2439
 SY2439  HISTORY     - Date     Condition        Report By
 SY2439  HISTORY     - 1973     MONUMENTED       WA-033
 SY2439  HISTORY     - 20041203 GOOD             USPSQD
 SY2439
 SY2439                          STATION DESCRIPTION
 SY2439
 SY2439'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2439'LOCATION--N PERIMETER ROAD AT SEA-TAC AIRPORT.
 SY2439'
 SY2439'POINT IS LOCATED AT THE INTERSECTION OF S 160TH ST. AND
 SY2439'PERIMETER ROAD NORTH.  POINT IS 31.3 FT SE OF CENTERLINE OF THE
 SY2439'PERIMETER RD. AND 47 FT NW OF CENTERLINE OF S 160TH ST.  POINT IS
 SY2439'ABOUT 6 IN EAST OF THE CURB-LINE AND 28.3 FT SW OF THE SW END OF A
 SY2439'CYCLONE FENCE AND 102.2 FT SSW OF A LIGHT STANDARD AND 34.3 FT NW
 SY2439'OF THE NORTH (NW) CORNER OF AN OVERPASS OVER THE AIRPORT FREEWAY.
 SY2439'
 SY2439'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - SLIGHTLY
 SY2439'BELOW CURB.
 SY2439'
 SY2439'SUB-SURFACE MONUMENT--NONE
 SY2439'
 SY2439'DISK STAMPED--EM-44.  1973
 SY2439
 SY2439                          STATION RECOVERY (2004)
 SY2439
 SY2439'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 SY2439'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2490 ***********************************************************************
 SY2490  DESIGNATION -  EM 45 K CO 1973
 SY2490  PID         -  SY2490
 SY2490  STATE/COUNTY-  WA/KING
 SY2490  USGS QUAD   -  DES MOINES (1995)
 SY2490
 SY2490                         *CURRENT SURVEY CONTROL
 SY2490  ___________________________________________________________________
 SY2490* NAD 83(1991)-  47 28 20.70456(N)    122 20 02.36565(W)     ADJUSTED  
 SY2490* NAVD 88     -       109.8    (meters)     360.     (feet)  VERTCON   
 SY2490  ___________________________________________________________________
 SY2490  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 SY2490  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 SY2490
 SY2490  HORZ ORDER  -  SECOND
 SY2490
 SY2490.The horizontal coordinates were established by classical geodetic methods
 SY2490.and adjusted by the National Geodetic Survey in December 1991..
 SY2490
 SY2490.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2490
 SY2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2490
 SY2490.The geoid height was determined by GEOID03.
 SY2490
 SY2490;                    North         East     Units Scale Factor Converg.
 SY2490;SPC WA N     -    53,627.485   386,882.509   MT  1.00000526   -1 07 02.2
 SY2490;SPC WA N     -   175,942.84  1,269,297.03   sFT  1.00000526   -1 07 02.2
 SY2490;UTM  10      - 5,257,879.336   550,185.632   MT  0.99963095   +0 29 27.0
 SY2490
 SY2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2490!SPC WA N     -   0.99998640  x   1.00000526  =   0.99999166
 SY2490!UTM  10      -   0.99998640  x   0.99963095  =   0.99961735
 SY2490
 SY2490:                Primary Azimuth Mark                     Grid Az
 SY2490:SPC WA N     -  EM 46 K CO 1973                          004 09 21.7
 SY2490:UTM  10      -  EM 46 K CO 1973                          002 32 52.5
 SY2490
 SY2490|---------------------------------------------------------------------|
 SY2490| PID    Reference Object                     Distance      Geod. Az  |
 SY2490|                                                           dddmmss.s |
 SY2490| SY2479 EM 46 K CO 1973                     425.257 METERS 0030219.5 |
 SY2490| SY2484 EW 1 4 COR 18 17 19 20              187.523 METERS 00329     |
 SY2490| SY2464 EM 9 K CO 1972                      APPROX. 1.7 KM 1235912.9 |
 SY2490| SY2485 EW 1 4 COR SEC 19 20                APPROX. 0.6 KM 1790810.6 |
 SY2490|---------------------------------------------------------------------|
 SY2490
 SY2490                          SUPERSEDED SURVEY CONTROL
 SY2490
 SY2490  NAD 83(1986)-  47 28 20.69856(N)    122 20 02.37446(W) AD(       ) 2
 SY2490  NAD 27      -  47 28 21.34227(N)    122 19 57.92500(W) AD(       ) 2
 SY2490  NGVD 29 (07/19/86)  108.7    (m)          357.     (f) VERT ANG       
 SY2490
 SY2490.Superseded values are not recommended for survey control.
 SY2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2490.See file dsdata.txt to determine how the superseded data were derived.
 SY2490
 SY2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5018657879(NAD 83)
 SY2490_MARKER: Z = SEE DESCRIPTION
 SY2490_SETTING: 0 = UNSPECIFIED SETTING
 SY2490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2490
 SY2490  HISTORY     - Date     Condition        Report By
 SY2490  HISTORY     - 1973     MONUMENTED       WA-033
 SY2490  HISTORY     - 19960816 GOOD             USPSQD
 SY2490
 SY2490                          STATION DESCRIPTION
 SY2490
 SY2490'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2490'POINT IS LOCATED AT THE NW CORNER OF THE INTERSECTION OF 1ST
 SY2490'AVE. S AND SW 146TH ST.  POINT IS IN THE CONC. GUTTER NEAR THE
 SY2490'NORTH END OF SAME GUTTER.
 SY2490'
 SY2490'POINT IS 22.2 FT S OF A SPIKE IN A POWER POLE.
 SY2490'
 SY2490'POINT IS 6.7 FT NE OF THE FACE OF A METAL POLE (SIGNAL STANDARD).
 SY2490'
 SY2490'POINT IS 33.3 FT ESE OF THE SE CORNER OF A SIGN STANDARD
 SY2490'(MERCURY-LINCOLN-FORD)
 SY2490'
 SY2490'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH WITH
 SY2490'GUTTER.
 SY2490'
 SY2490'SUB-SURFACE MONUMENT--NONE
 SY2490'
 SY2490'DISK STAMPED--EM-45.  1973
 SY2490
 SY2490                          STATION RECOVERY (1996)
 SY2490
 SY2490'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2479 ***********************************************************************
 SY2479  DESIGNATION -  EM 46 K CO 1973
 SY2479  PID         -  SY2479
 SY2479  STATE/COUNTY-  WA/KING
 SY2479  USGS QUAD   -  DES MOINES (1995)
 SY2479
 SY2479                         *CURRENT SURVEY CONTROL
 SY2479  ___________________________________________________________________
 SY2479* NAD 83(1991)-  47 28 34.45497(N)    122 20 01.28899(W)     ADJUSTED  
 SY2479* NAVD 88     -       114.3    (meters)     375.     (feet)  VERTCON   
 SY2479  ___________________________________________________________________
 SY2479  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 SY2479  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SY2479
 SY2479  HORZ ORDER  -  SECOND
 SY2479
 SY2479.The horizontal coordinates were established by classical geodetic methods
 SY2479.and adjusted by the National Geodetic Survey in December 1991..
 SY2479
 SY2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2479
 SY2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2479
 SY2479.The geoid height was determined by GEOID03.
 SY2479
 SY2479;                    North         East     Units Scale Factor Converg.
 SY2479;SPC WA N     -    54,051.626   386,913.329   MT  1.00000452   -1 07 01.4
 SY2479;SPC WA N     -   177,334.38  1,269,398.15   sFT  1.00000452   -1 07 01.4
 SY2479;UTM  10      - 5,258,304.015   550,204.529   MT  0.99963097   +0 29 27.9
 SY2479
 SY2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2479!SPC WA N     -   0.99998569  x   1.00000452  =   0.99999021
 SY2479!UTM  10      -   0.99998569  x   0.99963097  =   0.99961667
 SY2479
 SY2479|---------------------------------------------------------------------|
 SY2479| PID    Reference Object                     Distance      Geod. Az  |
 SY2479|                                                           dddmmss.s |
 SY2479| SY2484 EW 1 4 COR 18 17 19 20              237.743 METERS 18241     |
 SY2479| SY2490 EM 45 K CO 1973                     425.257 METERS 1830220.2 |
 SY2479| SY2482 EW 1 4 COR SEC 18 17                APPROX. 0.6 KM 3585947.9 |
 SY2479|---------------------------------------------------------------------|
 SY2479
 SY2479                          SUPERSEDED SURVEY CONTROL
 SY2479
 SY2479  NAD 83(1986)-  47 28 34.44898(N)    122 20 01.29767(W) AD(       ) 2
 SY2479  NAD 27      -  47 28 35.09286(N)    122 19 56.84829(W) AD(       ) 2
 SY2479  NGVD 29 (07/19/86)  113.2    (m)          371.     (f) VERT ANG       
 SY2479
 SY2479.Superseded values are not recommended for survey control.
 SY2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2479.See file dsdata.txt to determine how the superseded data were derived.
 SY2479
 SY2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5020558304(NAD 83)
 SY2479_MARKER: Z = SEE DESCRIPTION
 SY2479_SETTING: 0 = UNSPECIFIED SETTING
 SY2479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2479
 SY2479  HISTORY     - Date     Condition        Report By
 SY2479  HISTORY     - 1973     MONUMENTED       WA-033
 SY2479  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 SY2479
 SY2479                          STATION DESCRIPTION
 SY2479
 SY2479'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2479'POINT IS LOCATED NEAR THE INTERSECTION OF 1ST AVE. S AND SW 142ND
 SY2479'ST.  POINT IS 33.0 FT S OF PROJECTED CENTERLINE OF SW 142ND
 SY2479'ST.  POINT IS 71.7 FT E OF A SPIKE IN A POWER POLE.  POINT IS 33.0
 SY2479'FT NNW OF THE CENTER BOLT OF A FIRE HYDRANT.  POINT IS 46.3 FT SSE
 SY2479'OF THE FACE OF A 20 IN TREE.  POINT IS 35 FT E OF CENTERLINE OF
 SY2479'1ST AVE. S.
 SY2479'
 SY2479'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED 6 IN.
 SY2479'
 SY2479'SUB-SURFACE MONUMENT--NONE
 SY2479'
 SY2479'DISK STAMPED--EM-46.  1973
 SY2479
 SY2479                          STATION RECOVERY (1996)
 SY2479
 SY2479'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2486 ***********************************************************************
 SY2486  DESIGNATION -  EM 47 K CO 1973
 SY2486  PID         -  SY2486
 SY2486  STATE/COUNTY-  WA/KING
 SY2486  USGS QUAD   -  DES MOINES (1995)
 SY2486
 SY2486                         *CURRENT SURVEY CONTROL
 SY2486  ___________________________________________________________________
 SY2486* NAD 83(1991)-  47 27 58.08776(N)    122 20 02.01319(W)     ADJUSTED  
 SY2486* NAVD 88     -        93.1    (meters)     305.     (feet)  VERTCON   
 SY2486  ___________________________________________________________________
 SY2486  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 SY2486  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 SY2486
 SY2486  HORZ ORDER  -  SECOND
 SY2486
 SY2486.The horizontal coordinates were established by classical geodetic methods
 SY2486.and adjusted by the National Geodetic Survey in December 1991..
 SY2486
 SY2486.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2486
 SY2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2486
 SY2486.The geoid height was determined by GEOID03.
 SY2486
 SY2486;                    North         East     Units Scale Factor Converg.
 SY2486;SPC WA N     -    52,928.988   386,876.270   MT  1.00000649   -1 07 01.9
 SY2486;SPC WA N     -   173,651.19  1,269,276.56   sFT  1.00000649   -1 07 01.9
 SY2486;UTM  10      - 5,257,181.200   550,198.991   MT  0.99963097   +0 29 27.1
 SY2486
 SY2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2486!SPC WA N     -   0.99998901  x   1.00000649  =   0.99999550
 SY2486!UTM  10      -   0.99998901  x   0.99963097  =   0.99961999
 SY2486
 SY2486|---------------------------------------------------------------------|
 SY2486| PID    Reference Object                     Distance      Geod. Az  |
 SY2486|                                                           dddmmss.s |
 SY2486| SY2485 EW 1 4 COR SEC 19 20                 84.404 METERS 00116     |
 SY2486| SY2481 EM 48 K CO 1973                     APPROX. 1.4 KM 1794430.4 |
 SY2486|---------------------------------------------------------------------|
 SY2486
 SY2486                          SUPERSEDED SURVEY CONTROL
 SY2486
 SY2486  NAD 83(1986)-  47 27 58.08177(N)    122 20 02.02223(W) AD(       ) 2
 SY2486  NAD 27      -  47 27 58.72525(N)    122 19 57.57281(W) AD(       ) 2
 SY2486  NGVD 29 (07/19/86)   92.0    (m)          302.     (f) VERT ANG       
 SY2486
 SY2486.Superseded values are not recommended for survey control.
 SY2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2486.See file dsdata.txt to determine how the superseded data were derived.
 SY2486
 SY2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5019957181(NAD 83)
 SY2486_MARKER: Z = SEE DESCRIPTION
 SY2486_SETTING: 0 = UNSPECIFIED SETTING
 SY2486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2486
 SY2486  HISTORY     - Date     Condition        Report By
 SY2486  HISTORY     - 1973     MONUMENTED       WA-033
 SY2486  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 SY2486
 SY2486                          STATION DESCRIPTION
 SY2486
 SY2486'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2486'POINT IS LOCATED ON A TRAFFIC ISLAND ON 1ST AVE. S, 49 FT NORTH
 SY2486'OF CENTERLINE OF S 153RD ST.  POINT IS 44.7 FT NE OF CENTER BOLT
 SY2486'OF A FIRE HYDRANT.  POINT IS 68.4 FT NW OF A SPIKE IN A POWER
 SY2486'POLE.  POINT IS LOCATED ON THE SW PORTION OF THE TRAFFIC ISLAND.
 SY2486'
 SY2486'SURFACE MONUMENT--STAND. K.C.S. DISK SET FLUSH WITH TRAFFIC
 SY2486'ISLAND.
 SY2486'
 SY2486'SUB-SURFACE MONUMENT--NONE
 SY2486'
 SY2486'DISK STAMPED--EM-47.  1973
 SY2486
 SY2486                          STATION RECOVERY (1996)
 SY2486
 SY2486'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2481 ***********************************************************************
 SY2481  DESIGNATION -  EM 48 K CO 1973
 SY2481  PID         -  SY2481
 SY2481  STATE/COUNTY-  WA/KING
 SY2481  USGS QUAD   -  DES MOINES (1995)
 SY2481
 SY2481                         *CURRENT SURVEY CONTROL
 SY2481  ___________________________________________________________________
 SY2481* NAD 83(1991)-  47 27 13.63362(N)    122 20 01.71779(W)     ADJUSTED  
 SY2481* NAVD 88     -        70.3    (meters)     231.     (feet)  VERTCON   
 SY2481  ___________________________________________________________________
 SY2481  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 SY2481  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SY2481
 SY2481  HORZ ORDER  -  SECOND
 SY2481
 SY2481.The horizontal coordinates were established by classical geodetic methods
 SY2481.and adjusted by the National Geodetic Survey in December 1991..
 SY2481
 SY2481.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2481
 SY2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2481
 SY2481.The geoid height was determined by GEOID03.
 SY2481
 SY2481;                    North         East     Units Scale Factor Converg.
 SY2481;SPC WA N     -    51,556.228   386,855.688   MT  1.00000894   -1 07 01.7
 SY2481;SPC WA N     -   169,147.39  1,269,209.04   sFT  1.00000894   -1 07 01.7
 SY2481;UTM  10      - 5,255,808.920   550,216.932   MT  0.99963099   +0 29 26.9
 SY2481
 SY2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2481!SPC WA N     -   0.99999258  x   1.00000894  =   1.00000152
 SY2481!UTM  10      -   0.99999258  x   0.99963099  =   0.99962357
 SY2481
 SY2481|---------------------------------------------------------------------|
 SY2481| PID    Reference Object                     Distance      Geod. Az  |
 SY2481|                                                           dddmmss.s |
 SY2481| SY2488 EW 1 4 COR SEC 30 29                150.441 METERS 18305     |
 SY2481| SY2489 SEC COR 19 20 30 29 T23N            APPROX. 0.7 KM 3591013.6 |
 SY2481|---------------------------------------------------------------------|
 SY2481
 SY2481                          SUPERSEDED SURVEY CONTROL
 SY2481
 SY2481  NAD 83(1986)-  47 27 13.62764(N)    122 20 01.72729(W) AD(       ) 2
 SY2481  NAD 27      -  47 27 14.27142(N)    122 19 57.27801(W) AD(       ) 2
 SY2481  NGVD 29 (07/19/86)   69.2    (m)          227.     (f) VERT ANG       
 SY2481
 SY2481.Superseded values are not recommended for survey control.
 SY2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2481.See file dsdata.txt to determine how the superseded data were derived.
 SY2481
 SY2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5021755809(NAD 83)
 SY2481_MARKER: Z = SEE DESCRIPTION
 SY2481_SETTING: 0 = UNSPECIFIED SETTING
 SY2481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2481
 SY2481  HISTORY     - Date     Condition        Report By
 SY2481  HISTORY     - 1973     MONUMENTED       WA-033
 SY2481
 SY2481                          STATION DESCRIPTION
 SY2481
 SY2481'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2481'POINT IS LOCATED ON E SHOULDER OF 1ST AVE. S AT S 166TH ST.  POINT
 SY2481'IS IN ASPHALT SHOULDER, 23 FT SOUTH OF CENTERLINE OF AN ASPHALT
 SY2481'DRWY.  POINT IS 70.2 FT SW OF THE FACE OF A 14 IN CHESTNUT TREE,
 SY2481'44.0 FT WSW OF A 10 IN CHESTNUT TREE, 27 FT EAST OF CENTERLINE OF
 SY2481'1ST AVE. S AND 18.3 FT NW OF A SPIKE IN A TELEPHONE POLE.
 SY2481'
 SY2481'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2481'
 SY2481'SUB-SURFACE MONUMENT--NONE
 SY2481'
 SY2481'DISK STAMPED--EM-48.  1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2473 ***********************************************************************
 SY2473  DESIGNATION -  EM 50 K CO 1972
 SY2473  PID         -  SY2473
 SY2473  STATE/COUNTY-  WA/KING
 SY2473  USGS QUAD   -  DES MOINES (1995)
 SY2473
 SY2473                         *CURRENT SURVEY CONTROL
 SY2473  ___________________________________________________________________
 SY2473* NAD 83(1991)-  47 29 31.91042(N)    122 19 29.54113(W)     ADJUSTED  
 SY2473* NAVD 88     -       122.2    (meters)     401.     (feet)  VERTCON   
 SY2473  ___________________________________________________________________
 SY2473  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 SY2473  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY2473
 SY2473  HORZ ORDER  -  SECOND
 SY2473
 SY2473.The horizontal coordinates were established by classical geodetic methods
 SY2473.and adjusted by the National Geodetic Survey in December 1991..
 SY2473
 SY2473.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2473
 SY2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2473
 SY2473.The geoid height was determined by GEOID03.
 SY2473
 SY2473;                    North         East     Units Scale Factor Converg.
 SY2473;SPC WA N     -    55,812.797   387,612.339   MT  1.00000146   -1 06 37.7
 SY2473;SPC WA N     -   183,112.48  1,271,691.48   sFT  1.00000146   -1 06 37.7
 SY2473;UTM  10      - 5,260,083.448   550,853.597   MT  0.99963178   +0 29 51.7
 SY2473
 SY2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2473!SPC WA N     -   0.99998447  x   1.00000146  =   0.99998593
 SY2473!UTM  10      -   0.99998447  x   0.99963178  =   0.99961625
 SY2473
 SY2473|---------------------------------------------------------------------|
 SY2473| PID    Reference Object                     Distance      Geod. Az  |
 SY2473|                                                           dddmmss.s |
 SY2473| SY2474 EM 28 K CO 1972                     355.631 METERS 19552     |
 SY2473| SY2487 EM 25 K CO 1972                     APPROX. 0.7 KM 2693024.6 |
 SY2473|---------------------------------------------------------------------|
 SY2473
 SY2473                          SUPERSEDED SURVEY CONTROL
 SY2473
 SY2473  NAD 83(1986)-  47 29 31.90392(N)    122 19 29.54913(W) AD(       ) 2
 SY2473  NAD 27      -  47 29 32.54829(N)    122 19 25.10152(W) AD(       ) 2
 SY2473  NGVD 29 (07/19/86)  121.1    (m)          397.     (f) VERT ANG       
 SY2473
 SY2473.Superseded values are not recommended for survey control.
 SY2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2473.See file dsdata.txt to determine how the superseded data were derived.
 SY2473
 SY2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5085460083(NAD 83)
 SY2473_MARKER: Z = SEE DESCRIPTION
 SY2473_SETTING: 0 = UNSPECIFIED SETTING
 SY2473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2473
 SY2473  HISTORY     - Date     Condition        Report By
 SY2473  HISTORY     - 1972     MONUMENTED       WA-033
 SY2473
 SY2473                          STATION DESCRIPTION
 SY2473
 SY2473'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2473'LOCATION NOT GIVEN
 SY2473'
 SY2473'ORIGINAL STATION WAS SUPPOSED TO BE EM-29 BUT EM-29 ALREADY
 SY2473'HAD BEEN USED PREVIOUSLY ON ANOTHER MONUMENT.
 SY2473'
 SY2473'STATION IS REACHED BY DRIVING TO END OF DEAD-END ROAD (S. 124TH
 SY2473'ST.) WEST OF 8TH AVENUE S.  POINT IS ON TOP OF CUT BANK ON EAST
 SY2473'SIDE OF STATE HWY. 509.
 SY2473'
 SY2473'POINT IS 31.5 FT S.S.W. FACE OF TELEPHONE POLE.
 SY2473'
 SY2473'POINT IS 41.6 FT S.W. OF WEST BOLT OF HYDRANT.
 SY2473'
 SY2473'POINT IS 12.5 FT WEST OF CYCLONE FENCE (STATE R/W).
 SY2473'
 SY2473'POINT IS 46.4 FT N.W. OF FACE OF POWER POLE.
 SY2473'
 SY2473'SURFACE MONUMENT--SET K.C.S. DISK IN CONC FLUSH.
 SY2473'
 SY2473'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 3 FT DOWN.
 SY2473'
 SY2473'DISK STAMPED--EM-50, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2465 ***********************************************************************
 SY2465  DESIGNATION -  EM 8 K CO 1972
 SY2465  PID         -  SY2465
 SY2465  STATE/COUNTY-  WA/KING
 SY2465  USGS QUAD   -  DES MOINES (1995)
 SY2465
 SY2465                         *CURRENT SURVEY CONTROL
 SY2465  ___________________________________________________________________
 SY2465* NAD 83(1991)-  47 27 34.55216(N)    122 18 54.82926(W)     ADJUSTED  
 SY2465* NAVD 88     -       124.7    (meters)     409.     (feet)  VERTCON   
 SY2465  ___________________________________________________________________
 SY2465  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 SY2465  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 SY2465
 SY2465  HORZ ORDER  -  SECOND
 SY2465
 SY2465.This mark is at Seattle-Tacoma Intl Airport (SEA)
 SY2465
 SY2465.The horizontal coordinates were established by classical geodetic methods
 SY2465.and adjusted by the National Geodetic Survey in December 1991..
 SY2465
 SY2465.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2465
 SY2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2465
 SY2465.The geoid height was determined by GEOID03.
 SY2465
 SY2465;                    North         East     Units Scale Factor Converg.
 SY2465;SPC WA N     -    52,174.999   388,269.000   MT  1.00000778   -1 06 11.9
 SY2465;SPC WA N     -   171,177.48  1,273,845.88   sFT  1.00000778   -1 06 11.9
 SY2465;UTM  10      - 5,256,466.856   551,611.800   MT  0.99963273   +0 30 16.4
 SY2465
 SY2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2465!SPC WA N     -   0.99998406  x   1.00000778  =   0.99999184
 SY2465!UTM  10      -   0.99998406  x   0.99963273  =   0.99961679
 SY2465
 SY2465:                Primary Azimuth Mark                     Grid Az
 SY2465:SPC WA N     -  EM 9 K CO 1972                           002 47 38.9
 SY2465:UTM  10      -  EM 9 K CO 1972                           001 11 10.6
 SY2465
 SY2465|---------------------------------------------------------------------|
 SY2465| PID    Reference Object                     Distance      Geod. Az  |
 SY2465|                                                           dddmmss.s |
 SY2465| SY2464 EM 9 K CO 1972                      462.592 METERS 0014127.0 |
 SY2465| SY2454 SEC COR 20 21 29 28                 165.122 METERS 08914     |
 SY2465| SY2391 TUKWILA PORT OF SEATTLE TANK        APPROX. 1.3 KM 0932410.4 |
 SY2465| SY2475 EM 11 K CO 1972                     APPROX. 0.9 KM 2695347.3 |
 SY2465|---------------------------------------------------------------------|
 SY2465
 SY2465                          SUPERSEDED SURVEY CONTROL
 SY2465
 SY2465  NAD 83(1986)-  47 27 34.54589(N)    122 18 54.83839(W) AD(       ) 2
 SY2465  NAD 27      -  47 27 35.18913(N)    122 18 50.39106(W) AD(       ) 2
 SY2465  NGVD 29 (07/19/86)  123.6    (m)          406.     (f) VERT ANG       
 SY2465
 SY2465.Superseded values are not recommended for survey control.
 SY2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2465.See file dsdata.txt to determine how the superseded data were derived.
 SY2465
 SY2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5161256467(NAD 83)
 SY2465_MARKER: Z = SEE DESCRIPTION
 SY2465_SETTING: 0 = UNSPECIFIED SETTING
 SY2465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2465
 SY2465  HISTORY     - Date     Condition        Report By
 SY2465  HISTORY     - 1972     MONUMENTED       WA-033
 SY2465
 SY2465                          STATION DESCRIPTION
 SY2465
 SY2465'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2465'APPROX. LOCATION--1-1/2 MILES S.E. BURIEN
 SY2465'
 SY2465'POINT IS LOCATED ON THE WEST SIDE OF SEATTLE-TACOMA INTERNATIONAL
 SY2465'AIRPORT NEAR WEST EDGE OF A LARGE FILL.  POINT IS 10 FT SOUTH
 SY2465'OF THE PROJECTED CENTERLINE OF S. 160TH ST. AND 100 FT + OR - EAST
 SY2465'OF 14TH AVE. SOUTH AND 0.3 MILE SOUTH OF EM-9,.  POINT IS 71 FT
 SY2465'WEST OF CENTERLINE OF A GRAVEL PERIMETER ACCESS ROAD AND 23.1 FT
 SY2465'N.W. OF THE CENTER OF A ROUND MANHOLE.  OBTAIN PERMISSION BEFORE
 SY2465'ENTERING AIRPORT.
 SY2465'
 SY2465'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE MONUMENT
 SY2465'SET FLUSH WITH SURFACE.
 SY2465'
 SY2465'SUB-SURFACE MONUMENT--STAND. K.C.S. DISC SER IN CONCRETE
 SY2465'BURIED 3 FT BELOW SURFACE.
 SY2465'
 SY2465'MONUMENT STAMPED EM-8 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2464 ***********************************************************************
 SY2464  DESIGNATION -  EM 9 K CO 1972
 SY2464  PID         -  SY2464
 SY2464  STATE/COUNTY-  WA/KING
 SY2464  USGS QUAD   -  DES MOINES (1995)
 SY2464
 SY2464                         *CURRENT SURVEY CONTROL
 SY2464  ___________________________________________________________________
 SY2464* NAD 83(1991)-  47 27 49.52435(N)    122 18 54.17752(W)     ADJUSTED  
 SY2464* NAVD 88     -       126.8    (meters)     416.     (feet)  VERTCON   
 SY2464  ___________________________________________________________________
 SY2464  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 SY2464  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 SY2464
 SY2464  HORZ ORDER  -  SECOND
 SY2464
 SY2464.This mark is at Seattle-Tacoma Intl Airport (SEA)
 SY2464
 SY2464.The horizontal coordinates were established by classical geodetic methods
 SY2464.and adjusted by the National Geodetic Survey in December 1991..
 SY2464
 SY2464.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2464
 SY2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2464
 SY2464.The geoid height was determined by GEOID03.
 SY2464
 SY2464;                    North         East     Units Scale Factor Converg.
 SY2464;SPC WA N     -    52,637.044   388,291.550   MT  1.00000696   -1 06 11.4
 SY2464;SPC WA N     -   172,693.37  1,273,919.86   sFT  1.00000696   -1 06 11.4
 SY2464;UTM  10      - 5,256,929.179   551,621.373   MT  0.99963275   +0 30 17.0
 SY2464
 SY2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2464!SPC WA N     -   0.99998373  x   1.00000696  =   0.99999069
 SY2464!UTM  10      -   0.99998373  x   0.99963275  =   0.99961649
 SY2464
 SY2464|---------------------------------------------------------------------|
 SY2464| PID    Reference Object                     Distance      Geod. Az  |
 SY2464|                                                           dddmmss.s |
 SY2464| SY2451 EM 9 A K CO                         231.422 METERS 04412     |
 SY2464| SY2439 EM 44 K CO 1973                     APPROX. 1.3 KM 1065350.3 |
 SY2464| SY2454 SEC COR 20 21 29 28                 484.461 METERS 1614656.0 |
 SY2464| SY2465 EM 8 K CO 1972                      462.592 METERS 1814127.5 |
 SY2464|---------------------------------------------------------------------|
 SY2464
 SY2464                          SUPERSEDED SURVEY CONTROL
 SY2464
 SY2464  NAD 83(1986)-  47 27 49.51809(N)    122 18 54.18655(W) AD(       ) 2
 SY2464  NAD 27      -  47 27 50.16135(N)    122 18 49.73906(W) AD(       ) 2
 SY2464  NGVD 29 (07/19/86)  125.7    (m)          412.     (f) VERT ANG       
 SY2464
 SY2464.Superseded values are not recommended for survey control.
 SY2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2464.See file dsdata.txt to determine how the superseded data were derived.
 SY2464
 SY2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5162156929(NAD 83)
 SY2464_MARKER: Z = SEE DESCRIPTION
 SY2464_SETTING: 0 = UNSPECIFIED SETTING
 SY2464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2464
 SY2464  HISTORY     - Date     Condition        Report By
 SY2464  HISTORY     - 1972     MONUMENTED       WA-033
 SY2464
 SY2464                          STATION DESCRIPTION
 SY2464
 SY2464'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2464'APPROX. LOCATION--1/4 MILE NORTH OF SEA-TAC AIRPORT
 SY2464'
 SY2464'POINT IS LOCATED NEAR THE N.W. CORNER OF THE SEATTLE-TACOMA
 SY2464'INTERNATIONAL AIRPORT, NEAR THE N.W. CORNER OF THE AIRPORT
 SY2464'FILL.  POINT IS 50 FT + OR - N.W. OF CENTERLINE OF THE GRAVEL
 SY2464'PERIMETER ACCESS ROAD (ROAD IS CURVING UPHILL AT THIS POINT) AND
 SY2464'140 FT + OR - NORTH OF THE APPROX. POINT OF CURVATURE OF THE
 SY2464'CURVE.  POINT ABOUT 4 FT WEST OF THE TOP OF CUT BANK DOWN TO
 SY2464'ROAD AND ABOUT 20 FT SOUTH OF THE NORTH EDGE OF THE FILL.
 SY2464'OBTAIN PERMISSION BEFORE ENTERING AIRPORT.
 SY2464'
 SY2464'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE MONUMENT FLUSH
 SY2464'WITH SURFACE.
 SY2464'
 SY2464'SUB-SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE
 SY2464'BURIED 3.5 FT BELOW SURFACE.
 SY2464'
 SY2464'MONUMENT STAMPED EM-9 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1212 ***********************************************************************
 SB1212  DESIGNATION -  EMERALD
 SB1212  PID         -  SB1212
 SB1212  STATE/COUNTY-  WA/YAKIMA
 SB1212  USGS QUAD   -  SUNNYSIDE (1978)
 SB1212
 SB1212                         *CURRENT SURVEY CONTROL
 SB1212  ___________________________________________________________________
 SB1212* NAD 83(1998)-  46 18 17.95829(N)    120 07 12.53266(W)     ADJUSTED  
 SB1212* NAVD 88     -       215.3    (meters)     706.     (feet)  VERTCON   
 SB1212  ___________________________________________________________________
 SB1212  X           -  -2,215,013.764 (meters)                     COMP
 SB1212  Y           -  -3,818,004.254 (meters)                     COMP
 SB1212  Z           -   4,588,872.117 (meters)                     COMP
 SB1212  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 SB1212  ELLIP HEIGHT-         193.82  (meters)          (07/05/01) GPS OBS
 SB1212  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SB1212
 SB1212  HORZ ORDER  -  FIRST
 SB1212  ELLP ORDER  -  FOURTH    CLASS II
 SB1212
 SB1212.The horizontal coordinates were established by GPS observations
 SB1212.and adjusted by the National Geodetic Survey in July 2001..
 SB1212.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB1212.DATUM ITEM on the data sheet items page.
 SB1212
 SB1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1212
 SB1212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB1212
 SB1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1212
 SB1212.The ellipsoidal height was determined by GPS observations
 SB1212.and is referenced to NAD 83.
 SB1212
 SB1212.The geoid height was determined by GEOID03.
 SB1212
 SB1212;                    North         East     Units Scale Factor Converg.
 SB1212;SPC WA S     -   108,069.387   529,260.241   MT  0.99992649   +0 16 33.3
 SB1212;SPC WA S     -   354,557.65  1,736,414.64   sFT  0.99992649   +0 16 33.3
 SB1212;UTM  10      - 5,131,965.932   721,761.088   MT  1.00020456   +2 04 59.0
 SB1212
 SB1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1212!SPC WA S     -   0.99996962  x   0.99992649  =   0.99989611
 SB1212!UTM  10      -   0.99996962  x   1.00020456  =   1.00017417
 SB1212
 SB1212                          SUPERSEDED SURVEY CONTROL
 SB1212
 SB1212  NAD 83(1991)-  46 18 17.95761(N)    120 07 12.53120(W) AD(       ) 1
 SB1212  ELLIP H (05/26/93)  193.89   (m)                       GP(       ) 3 1
 SB1212  NGVD 29 (05/26/93)  214.3    (m)          703.     (f) GPS OBS        
 SB1212
 SB1212.Superseded values are not recommended for survey control.
 SB1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1212.See file dsdata.txt to determine how the superseded data were derived.
 SB1212
 SB1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS2176131966(NAD 83)
 SB1212_MARKER: A = ALUMINUM MARKER
 SB1212_SETTING: 0 = UNSPECIFIED SETTING
 SB1212_STAMPING: EMERALD 1991
 SB1212_MARK LOGO: WA-077
 SB1212_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SB1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1212+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 SB1212
 SB1212  HISTORY     - Date     Condition        Report By
 SB1212  HISTORY     - 1991     MONUMENTED       WA-077
 SB1212  HISTORY     - 20050423 GOOD             BOR
 SB1212
 SB1212                          STATION DESCRIPTION
 SB1212
 SB1212'DESCRIBED BY YAKIMA COUNTY WASHINGTON 1991
 SB1212'THE STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 31,
 SB1212'TOWNSHIP 10 NORTH, RANGE 22 EAST, WILLAMETTE MERIDIAN.
 SB1212'FROM THE US POST OFFICE AT 713 EDISON AVENUE, SUNNYSIDE, WASHINGTON
 SB1212'(98944).  GO WEST ON EDISON AVENUE FOR 600 FT (182.9 M) TO THE
 SB1212'INTERSECTION OF SOUTH SIXTH STREET.  TURN LEFT AND GO SOUTH ON SIXTH
 SB1212'STREET FOR 0.52 MI (0.84 KM) TO THE INTERSECTION OF LINCOLN AVENUE.
 SB1212'TURN RIGHT AND GO WEST ON LINCOLN AVENUE FOR 0.35 MI (0.56 KM) TO THE
 SB1212'INTERSECTION OF SOUTH FIRST STREET (MIDVALE ROAD).  TURN LEFT AND GO
 SB1212'SOUTH ON SOUTH FIRST STREET (MIDVALE ROAD) FOR 1.00 MI (1.61 KM) TO
 SB1212'THE INTERSECTION OF EMERALD ROAD.  TO REACH FROM I-82 AND EXIT AT
 SB1212'SUNNYSIDE GO RIGHT SOUTH ON MIDVALE RD. 0.3 MI (0.5 KM) TO EMERALD
 SB1212'RD.  TURN RIGHT WEST ON EMERALD RD. AND FOLLOW DESCIPTION.  TURN
 SB1212'RIGHT AND GO WESTERLY ON EMERALD ROAD FOR 2.10 MI (3.38 KM) TO THE
 SB1212'INTERSECTION OF WENDEL PHILLIPS ROAD.  TURN RIGHT AND GO NORTH ON
 SB1212'WENDEL PHILLIPS ROAD FOR 0.15 MI (0.24 KM) TO A 90 DEGREE CURVE TO
 SB1212'THE LEFT.  TURN LEFT AND GO WEST-NORTHWEST ON EMERALD ROAD FOR 2.90
 SB1212'MI (4.67 KM) TO A CURVE TO THE RIGHT, AND THE STATION.
 SB1212'THE MARK IS A 2 1/2 INCH ALUMINUM CAP SET ON 5/8 INCH BY 30 INCH REBAR
 SB1212'MONUMENT BOX AND 0.33 FT (0.10 M) BELOW TOP OF ALUMINUM COVER
 SB1212'SURROUNDED WITH CONCRETE SET FLUSH WITH GROUND.  LOCATED 31.5 FT
 SB1212'(9.6 M) SOUTHWEST OF MIDDLE OF CURVE, 83.30 FT (25.39 M)
 SB1212'EAST-SOUTHEAST OF NAIL IN CORNER BRACE POST OF HOP FIELD, 70.70 FT
 SB1212'(21.55 M) NORTHEAST OF NAIL IN POWER POLE.
 SB1212
 SB1212                          STATION RECOVERY (2005)
 SB1212
 SB1212'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2005 (TAC)
 SB1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1181 ***********************************************************************
 SW1181  DESIGNATION -  EMERSON 1934
 SW1181  PID         -  SW1181
 SW1181  STATE/COUNTY-  WA/LINCOLN
 SW1181  USGS QUAD   -  OLSEN CANYON (1985)
 SW1181
 SW1181                         *CURRENT SURVEY CONTROL
 SW1181  ___________________________________________________________________
 SW1181* NAD 83(1991)-  47 52 12.85296(N)    118 20 26.83330(W)     ADJUSTED  
 SW1181* NAVD 88     -       473.2    (meters)    1552.     (feet)  VERTCON   
 SW1181  ___________________________________________________________________
 SW1181  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 SW1181  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SW1181
 SW1181  HORZ ORDER  -  SECOND
 SW1181
 SW1181.The horizontal coordinates were established by classical geodetic methods
 SW1181.and adjusted by the National Geodetic Survey in December 1991..
 SW1181
 SW1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1181
 SW1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1181
 SW1181.The geoid height was determined by GEOID03.
 SW1181
 SW1181;                    North         East     Units Scale Factor Converg.
 SW1181;SPC WA N     -    99,773.926   686,431.492   MT  0.99995155   +1 51 20.7
 SW1181;SPC WA N     -   327,341.62  2,252,067.32   sFT  0.99995155   +1 51 20.7
 SW1181;UTM  11      - 5,302,747.896   399,733.663   MT  0.99972353   -0 59 40.0
 SW1181
 SW1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1181!SPC WA N     -   0.99992885  x   0.99995155  =   0.99988040
 SW1181!UTM  11      -   0.99992885  x   0.99972353  =   0.99965239
 SW1181
 SW1181:                Primary Azimuth Mark                     Grid Az
 SW1181:SPC WA N     -  SWEDE IS                                 122 56 24.7
 SW1181:UTM  11      -  SWEDE IS                                 125 47 25.4
 SW1181
 SW1181|---------------------------------------------------------------------|
 SW1181| PID    Reference Object                     Distance      Geod. Az  |
 SW1181|                                                           dddmmss.s |
 SW1181| SW1178 SWEDE IS                            APPROX. 2.6 KM 1244745.4 |
 SW1181| SW1180 EMERSON MILL STACK                  APPROX. 1.2 KM 2214522.1 |
 SW1181| SW1161 LINCOLN MILL MIDDLE STACK           APPROX. 4.0 KM 3595107.6 |
 SW1181|---------------------------------------------------------------------|
 SW1181
 SW1181                          SUPERSEDED SURVEY CONTROL
 SW1181
 SW1181  NAD 83(1986)-  47 52 12.86300(N)    118 20 26.82989(W) AD(       ) 2
 SW1181  NAD 27      -  47 52 13.30100(N)    118 20 22.87600(W) AD(       ) 2
 SW1181  NGVD 29 (07/19/86)  472.0    (m)         1549.     (f) VERT ANG       
 SW1181
 SW1181.Superseded values are not recommended for survey control.
 SW1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1181.See file dsdata.txt to determine how the superseded data were derived.
 SW1181
 SW1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP9973402748(NAD 83)
 SW1181_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1181+STABILITY: SURFACE MOTION
 SW1181
 SW1181  HISTORY     - Date     Condition        Report By
 SW1181  HISTORY     - 1934     MONUMENTED       BOR
 SW1181  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1181  HISTORY     - 1951     SEE DESCRIPTION  BPA
 SW1181
 SW1181                          STATION DESCRIPTION
 SW1181
 SW1181'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1181'STATION IS LOCATED NEAR CENTER OF E HALF OF SEC. 1, T. 27 N., R. 35
 SW1181'E. WM, ON EDGE OF FIRST BENCH ABOVE 1310-FOOT ELEVATION, ABOUT 1/4
 SW1181'MILE E OF EMERSON MILL.
 SW1181'
 SW1181'STATION IS REACHED FROM CRESTON VIA PEACH.  AT 11.2 (PEACH POST
 SW1181'OFFICE) TAKE LEFT FORK.  AT 11.6 TAKE LEFT FORK.  AT 15.1 TAKE
 SW1181'RIGHT FORK UP DRAW.  AT 16.0 (FENCE CORNER) TURN RIGHT (ABOUT 135
 SW1181'DEG) THROUGH GATE, DRIVE ACROSS FIELD TOWARD EDGE OF BENCH.  AT
 SW1181'16.4 DRIVE THROUGH GATE AND ALONG GREASEWOOD RIDGE.  STATION AT
 SW1181'16.6.
 SW1181'
 SW1181'STATION MARK IS A STANDARD DISK IN CONCRETE MONUMENT, STAMPED
 SW1181'EMERSON 1934.  NOTE 1A.  A 6-FOOT TRIPOD AND STAND WAS BUILT OVER
 SW1181'MARK.
 SW1181
 SW1181                          STATION RECOVERY (1947)
 SW1181
 SW1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1181'STATION WAS RECOVERED AS DESCRIBED BY THE U.S.B.R. IN 1934.  DUE
 SW1181'TO CHANGES IN LOCAL CONDITIONS THE DESCRIPTION IS INADEQUATE.  A
 SW1181'NEW DESCRIPTION FOLLOWS--
 SW1181'
 SW1181'STATION IS NEAR THE CENTER OF THE E HALF OF SEC. 1, T. 27 N.,
 SW1181'R. 35 E. WM, ON THE EDGE OF THE SECOND BENCH ABOVE THE LEVEL OF
 SW1181'THE LAKE, ABOUT 4.5 MILES SW OF MILES, ABOUT 4.3 MILES NE OF
 SW1181'LINCOLN MILLS, AND ABOUT 4.6 MILES SE OF GEORGE MOUNTAIN LOOKOUT.
 SW1181'
 SW1181'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK SET
 SW1181'ACCORDING TO NOTE 1A, STAMPED EMERSON 1934, AND PROJECTS 4 INCHES
 SW1181'ABOVE THE SURFACE OF THE GROUND.
 SW1181'
 SW1181'TO REACH THE STATION FROM THE POST OFFICE AT MILES, PROCEED W ON
 SW1181'A GRAVEL ROAD FOR 0.6 MILE TO STATE HIGHWAY 22, TURN LEFT ON
 SW1181'HIGHWAY AND GO 0.5 MILE TO A T-JUNCTION TO THE RIGHT WITH A SIGN
 SW1181'READING CRESTON.  TURN RIGHT AND GO 2.8 MILES TO A PRIVATE DRIVE
 SW1181'TO THE RIGHT.  TURN RIGHT AND GO 0.4 MILE TO A Y-JUNCTION.  KEEP
 SW1181'TO THE RIGHT AROUND AND DOWN THE HILL FOR 0.7 MILE TO A FIELD.
 SW1181'TURN SHARP LEFT INTO A FIELD, PROCEED W FOR 0.4 MILE ACROSS THE
 SW1181'FIELD.  THEN STAYING ON A RIDGE AND TO THE S OF A PROMINENT
 SW1181'DRAW, GO W 0.2 MILE TO THE NOSE OF THE RIDGE AND THE STATION.
 SW1181
 SW1181                          STATION RECOVERY (1951)
 SW1181
 SW1181'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1951 (HL)
 SW1181'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1180 ***********************************************************************
 SW1180  DESIGNATION -  EMERSON MILL STACK
 SW1180  PID         -  SW1180
 SW1180  STATE/COUNTY-  WA/LINCOLN
 SW1180  USGS QUAD   -  OLSEN CANYON (1985)
 SW1180
 SW1180                         *CURRENT SURVEY CONTROL
 SW1180  ___________________________________________________________________
 SW1180* NAD 83(1991)-  47 51 43.15937(N)    118 21 06.22174(W)     ADJUSTED  
 SW1180* NAVD 88     -                                                        
 SW1180  ___________________________________________________________________
 SW1180  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 SW1180  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 SW1180
 SW1180  HORZ ORDER  -  THIRD
 SW1180
 SW1180.The horizontal coordinates were established by classical geodetic methods
 SW1180.and adjusted by the National Geodetic Survey in December 1991..
 SW1180
 SW1180
 SW1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1180
 SW1180.The geoid height was determined by GEOID03.
 SW1180
 SW1180;                    North         East     Units Scale Factor Converg.
 SW1180;SPC WA N     -    98,830.899   685,642.987   MT  0.99995218   +1 50 51.4
 SW1180;SPC WA N     -   324,247.71  2,249,480.37   sFT  0.99995218   +1 50 51.4
 SW1180;UTM  11      - 5,301,845.447   398,899.433   MT  0.99972560   -1 00 08.8
 SW1180
 SW1180                          SUPERSEDED SURVEY CONTROL
 SW1180
 SW1180  NAD 83(1986)-  47 51 43.16939(N)    118 21 06.21853(W) AD(       ) 4
 SW1180  NAD 27      -  47 51 43.60900(N)    118 21 02.26400(W) AD(       ) 3
 SW1180
 SW1180.Superseded values are not recommended for survey control.
 SW1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1180.See file dsdata.txt to determine how the superseded data were derived.
 SW1180
 SW1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP9889901845(NAD 83)
 SW1180
 SW1180  HISTORY     - Date     Condition        Report By
 SW1180  HISTORY     - 1935     MONUMENTED       BOR
 SW1180  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1180
 SW1180                          STATION DESCRIPTION
 SW1180
 SW1180'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1180'MILL IS LOCATED IN SW 1/4 SEC. 1, T. 27 N., R. 35 E., ON THE
 SW1180'PEACH-LINCOLN HIGHWAY.
 SW1180
 SW1180                          STATION RECOVERY (1947)
 SW1180
 SW1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1180'STATION IS DESTROYED.  THE AREA INDICATED BY THE GEOGRAPHIC
 SW1180'POSITION IS NOW UNDER THE SURFACE OF ROOSEVELT LAKE AND NO TRACE
 SW1180'OF THE STATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1426 ***********************************************************************
 SC1426  DESIGNATION -  EMI USE 1926
 SC1426  PID         -  SC1426
 SC1426  STATE/COUNTY-  WA/COWLITZ
 SC1426  USGS QUAD   -  RAINIER (1990)
 SC1426
 SC1426                         *CURRENT SURVEY CONTROL
 SC1426  ___________________________________________________________________
 SC1426* NAD 83(1991)-  46 05 56.62341(N)    122 56 00.06446(W)     ADJUSTED  
 SC1426* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SC1426  ___________________________________________________________________
 SC1426  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 SC1426  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SC1426
 SC1426  HORZ ORDER  -  THIRD
 SC1426
 SC1426.The horizontal coordinates were established by classical geodetic methods
 SC1426.and adjusted by the National Geodetic Survey in December 1991..
 SC1426
 SC1426.The orthometric height was scaled from a topographic map.
 SC1426
 SC1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1426
 SC1426.The geoid height was determined by GEOID03.
 SC1426
 SC1426;                    North         East     Units Scale Factor Converg.
 SC1426;SPC WA S     -    88,012.544   311,880.440   MT  0.99995035   -1 46 03.3
 SC1426;SPC WA S     -   288,754.49  1,023,227.74   sFT  0.99995035   -1 46 03.3
 SC1426;SPC OR N     -   273,139.292 2,311,864.678   MT  1.00002670   -1 43 32.5
 SC1426;SPC OR N     -   896,126.29  7,584,857.87   iFT  1.00002670   -1 43 32.5
 SC1426;UTM  10      - 5,105,056.221   505,151.550   MT  0.99960033   +0 02 52.9
 SC1426
 SC1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1426!SPC WA S     -   1.00000181  x   0.99995035  =   0.99995216
 SC1426!SPC OR N     -   1.00000181  x   1.00002670  =   1.00002851
 SC1426!UTM  10      -   1.00000181  x   0.99960033  =   0.99960214
 SC1426
 SC1426                          SUPERSEDED SURVEY CONTROL
 SC1426
 SC1426  NAD 83(1991)-  46 05 56.62341(N)    122 56 00.06446(W) AD(       ) 3
 SC1426  NAD 83(1986)-  46 05 56.63995(N)    122 56 00.06110(W) AD(       ) 3
 SC1426  NAD 27      -  46 05 57.23247(N)    122 55 55.66305(W) AD(       ) 3
 SC1426
 SC1426.Superseded values are not recommended for survey control.
 SC1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1426.See file dsdata.txt to determine how the superseded data were derived.
 SC1426
 SC1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0515205056(NAD 83)
 SC1426_MARKER: Z = SEE DESCRIPTION
 SC1426_SETTING: 0 = UNSPECIFIED SETTING
 SC1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1426
 SC1426  HISTORY     - Date     Condition        Report By
 SC1426  HISTORY     - 1937     MONUMENTED       USE
 SC1426  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1426
 SC1426                          STATION DESCRIPTION
 SC1426
 SC1426'DESCRIBED BY US ENGINEERS 1937 (RWK)
 SC1426'STATION RECOVERED ON THE PROPERTY OF THE LONG-BELL LUMBER COMPANY,
 SC1426'ALONG THE DIKE ABOUT 0.4 MILE E OF THEIR DOCK AND ABOUT 52 METERS N
 SC1426'OF THE RIVER BANK.
 SC1426'
 SC1426'STATION MARK IS A U.S.E. DISK CEMENTED INTO A LENGTH OF PIPE, THE
 SC1426'LATTER SET IN A BLOCK OF CONCRETE.
 SC1426
 SC1426                          STATION RECOVERY (1949)
 SC1426
 SC1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1426'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1937.  THE
 SC1426'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB2102 ***********************************************************************
 AB2102  DESIGNATION -  EMILY
 AB2102  PID         -  AB2102
 AB2102  STATE/COUNTY-  WA/KING
 AB2102  USGS QUAD   -  DES MOINES (1995)
 AB2102
 AB2102                         *CURRENT SURVEY CONTROL
 AB2102  ___________________________________________________________________
 AB2102* NAD 83(1998)-  47 23 11.06434(N)    122 22 32.45113(W)     ADJUSTED  
 AB2102* NAVD 88     -         3.556  (meters)      11.67   (feet)  POSTED    
 AB2102  ___________________________________________________________________
 AB2102  X           -  -2,316,520.932 (meters)                     COMP
 AB2102  Y           -  -3,653,679.816 (meters)                     COMP
 AB2102  Z           -   4,670,942.276 (meters)                     COMP
 AB2102  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 AB2102  ELLIP HEIGHT-         -19.10  (meters)          (06/21/01) GPS OBS
 AB2102  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AB2102  DYNAMIC HT  -           3.560 (meters)      11.68  (feet)  COMP
 AB2102  MODELED GRAV-     980,797.3   (mgal)                       NAVD 88
 AB2102
 AB2102  HORZ ORDER  -  A
 AB2102  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AB2102  ELLP ORDER  -  FOURTH    CLASS II
 AB2102
 AB2102.This is a reference station for the ROBINSON POINT 1
 AB2102.National Continuously Operating Reference Station (RPT1).
 AB2102
 AB2102.The horizontal coordinates were established by GPS observations
 AB2102.and adjusted by the National Geodetic Survey in June 2001..
 AB2102.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AB2102.DATUM ITEM on the data sheet items page.
 AB2102
 AB2102.The orthometric height was determined by differential leveling
 AB2102.and adjusted by the National Geodetic Survey in July 2002..
 AB2102.No vertical observational check was made to the station.
 AB2102.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AB2102.was located on a no-check spur therefore a value was not computed.
 AB2102.WARNING-GPS observations at this control monument resulted in a GPS
 AB2102.derived orthometric height which differed from the leveled height by
 AB2102.more than one decimeter (0.1 meter).
 AB2102
 AB2102.Photographs are available for this station.
 AB2102
 AB2102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2102
 AB2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2102
 AB2102.The ellipsoidal height was determined by GPS observations
 AB2102.and is referenced to NAD 83.
 AB2102
 AB2102.The geoid height was determined by GEOID03.
 AB2102
 AB2102.The dynamic height is computed by dividing the NAVD 88
 AB2102.geopotential number by the normal gravity value computed on the
 AB2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2102.degrees latitude (g = 980.6199 gals.).
 AB2102
 AB2102.The modeled gravity was interpolated from observed gravity values.
 AB2102
 AB2102;                    North         East     Units Scale Factor Converg.
 AB2102;SPC WA N     -    44,128.749   383,548.716   MT  1.00002313   -1 08 53.9
 AB2102;SPC WA N     -   144,779.07  1,258,359.41   sFT  1.00002313   -1 08 53.9
 AB2102;UTM  10      - 5,248,294.484   547,120.865   MT  0.99962729   +0 27 34.1
 AB2102
 AB2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2102!SPC WA N     -   1.00000299  x   1.00002313  =   1.00002612
 AB2102!UTM  10      -   1.00000299  x   0.99962729  =   0.99963028
 AB2102
 AB2102|---------------------------------------------------------------------|
 AB2102| PID    Reference Object                     Distance      Geod. Az  |
 AB2102|                                                           dddmmss.s |
 AB2102| AB2101 JESSY                               271.472 METERS 02610     |
 AB2102|---------------------------------------------------------------------|
 AB2102
 AB2102                          SUPERSEDED SURVEY CONTROL
 AB2102
 AB2102  NAD 83(1998)-  47 23 11.06435(N)    122 22 32.45106(W) AD(1998.80) A
 AB2102  NAD 83(1991)-  47 23 11.06294(N)    122 22 32.45138(W) AD(       ) A
 AB2102  ELLIP H (03/27/96)  -18.94   (m)                       GP(       ) 1 1
 AB2102  NAVD 88 (09/11/00)    3.56   (m)           11.7    (f) LEVELING    3  
 AB2102
 AB2102.Superseded values are not recommended for survey control.
 AB2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2102.See file dsdata.txt to determine how the superseded data were derived.
 AB2102
 AB2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4712148294(NAD 83)
 AB2102_MARKER: I = METAL ROD
 AB2102_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB2102_STAMPING: EMILY 1994
 AB2102_MARK LOGO: NGS   
 AB2102_PROJECTION: FLUSH
 AB2102_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2102+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1996
 AB2102_ROD/PIPE-DEPTH: 11.6 meters
 AB2102
 AB2102  HISTORY     - Date     Condition        Report By
 AB2102  HISTORY     - 1994     MONUMENTED       NGS
 AB2102  HISTORY     - 19960724 GOOD             NOS
 AB2102  HISTORY     - 19961105 GOOD             NGS
 AB2102
 AB2102                          STATION DESCRIPTION
 AB2102
 AB2102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GCP)
 AB2102'THE STATION IS LOCATED AT THE US COAST GUARD LIGHT STATION ON ROBINSON
 AB2102'PT, MAURY IS. (THE EASTERN MOST POINT OF LAND ON THE ISLAND). MAURY
 AB2102'IS. IS CONNECTED TO VASHON IS. BY A LAND BRIDGE. OWNERSHIP ---- US
 AB2102'COAST GUARD.
 AB2102' 
 AB2102'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE 5 AND
 AB2102'STATE ROUTE 16, GO WEST ON STATE ROUTE 16 FOR 3.7 MI (6.0 KM)   TO
 AB2102'STATE ROUTE 163, EXIT AND GO NORTH ON STATE ROUTE 163 FOR 4.0 MI (6.4
 AB2102'KM)   TO THE VASHON IS. FERRY TERMINAL.  TAKE THE FERRY TO TAHLEQUAH,
 AB2102'VASHON IS., LEAVE FERRY AND TURN LEFT ONTO VASHON IS. HIGHWAY SW AND
 AB2102'GO NORTH 5.9 MI (9.5 KM)   TO SW QUARTERMASTER DR., TURN RIGHT (EAST)
 AB2102'AND GO 1.4 MI (2.3 KM)   TO DOCKTON RD, THEN TURN RIGHT (SOUTH) AND GO
 AB2102'0.45 MI (0.72 KM)   TO SW ROBINSON PT RD, THEN TURN LEFT (SW) AND GO
 AB2102'3.0 MI (4.8 KM)   TO THE ENTRANCE OF THE US COAST GUARD ROBINSON PT
 AB2102'LIGHT STATION, GO 0.1 MI (0.2 KM)   DOWN THE HILL, TURN RIGHT AND GO
 AB2102'THROUGH CHAIN-LINK GATE TO THE GRASSY AREA SOUTH OF THE SOUTHWEST OF
 AB2102'TWO DWELLINGS.
 AB2102' 
 AB2102'THE STATION IS A STAINLESS STEEL ROD SET UNDER A STANDARD NGS LOGO
 AB2102'COVER THAT IS FLUSH WITH THE GROUND SURFACE. THE RIM OF THE COVER IS
 AB2102'STAMPED EMILY 1994. TI IS ABOUT 16.8 M (55.1 FT)   SOUTHWEST OF THE
 AB2102'GATE IN CHAIN-LINK FENCE OF DWELLING, 28.2 M (92.5 FT)   SOUTH OF THE
 AB2102'SOUTHWEST CORNER OF THE DWELLING, 26.9 M (88.3 FT)   SOUTHEAST OF THE
 AB2102'SOUTHEAST CORNER OF THE SMALLER STORAGE BUILDING, 16.6 M (54.5 FT)
 AB2102'SOUTHEAST OF POLE FOR BASKETBALL NET, 20.8 M (68.2 FT)   EAST OF THE
 AB2102'NORTHEAST CORNER OF THE LARGER STORAGE BUILDING, 3.9 M (12.8 FT)
 AB2102'NORTHEAST OF THE CENTERLINE OF ABANDON TRACKS FOR BOAT LAUNCH AT EDGE
 AB2102'OF GRASSY AREA, 3.0 M (9.8 FT)   NORTHWEST OF DRIFTWOOD LINE.
 AB2102
 AB2102                          STATION RECOVERY (1996)
 AB2102
 AB2102'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (JGF)
 AB2102'RECOVERED AS PREVIOUSLY DESCRIBED.  CAUTION IS ADVISED IN GOING ONTO
 AB2102'THIS PROPERTY.  ALTHOUGH WE THOUGHT WE HAD OBTAINED PERMISSION TO
 AB2102'ACCESS THIS PROPERTY FROM THE COAST GUARD THERE IS A COAST GUARD
 AB2102'ENLISTED MAN AND HIS FAMILY THAT CONTROL THE PROPERTY AT THE STATION
 AB2102'SITE.  IT IS BEST TO CONTACT THE COAST GUARD PROPERTY MANAGERS IN SAN
 AB2102'FRANCISCO TO OBTAIN PERMISSION TO ACCESS THIS STATION AS THE PERSON ON
 AB2102'SITE IS AN UNREASONABLE INDIVIDUAL AND DIFFICULT, AT BEST, TO DEAL
 AB2102'WITH.  THIS SITUATION MAY CHANGE IN THE FUTURE AS THE AREA MAY BE
 AB2102'TURNED INTO A PARK AND THE COAST GUARD MAY VACATE THE HOUSING.
 AB2102
 AB2102                          STATION RECOVERY (1996)
 AB2102
 AB2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 AB2102'RECOVERED AS DESCRIBED.  HOWEVER THE CG LIGHT STATION IS LOCATED ON
 AB2102'POINT ROBINSON (NOT ROBINSON PT.  AS PREVIOUSLY DESCRIBED) , AND THE
 AB2102'CHAIN-LINK GATE LEADING TO THE GRASSY AREA IS NOW CONTINIOUSLY LOCKED
 AB2102'BY THE RESIDENT OF THE CG HOUSING ON-SITE.  IT IS VERY IMPORTANT TO
 AB2102'CONTACT THIS RESIDENT TO UNLOCKK GATE PRIOR TO ACCESSING STATION AT
 AB2102'(206) 463-1879 OR CONTACT CHIEF STONE AT THE CG HOUSING DEPT.  AT
 AB2102'(206) 217-6480.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5615 ***********************************************************************
 SY5615  DESIGNATION -  EMM S RNG AUX
 SY5615  PID         -  SY5615
 SY5615  STATE/COUNTY-  WA/SNOHOMISH
 SY5615  USGS QUAD   -  EDMONDS EAST (1981)
 SY5615
 SY5615                         *CURRENT SURVEY CONTROL
 SY5615  ___________________________________________________________________
 SY5615* NAD 83(1991)-  47 49 12.26263(N)    122 22 31.57403(W)     ADJUSTED  
 SY5615* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 SY5615  ___________________________________________________________________
 SY5615  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 SY5615  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY5615
 SY5615  HORZ ORDER  -  THIRD
 SY5615
 SY5615.The horizontal coordinates were established by classical geodetic methods
 SY5615.and adjusted by the National Geodetic Survey in December 1991..
 SY5615
 SY5615.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5615
 SY5615.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5615
 SY5615.The geoid height was determined by GEOID03.
 SY5615
 SY5615;                    North         East     Units Scale Factor Converg.
 SY5615;SPC WA N     -    92,334.097   384,533.213   MT  0.99995570   -1 08 53.3
 SY5615;SPC WA N     -   302,932.78  1,261,589.38   sFT  0.99995570   -1 08 53.3
 SY5615;UTM  10      - 5,296,491.223   546,751.253   MT  0.99962686   +0 27 46.2
 SY5615
 SY5615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5615!SPC WA N     -   1.00000280  x   0.99995570  =   0.99995850
 SY5615!UTM  10      -   1.00000280  x   0.99962686  =   0.99962966
 SY5615
 SY5615                          SUPERSEDED SURVEY CONTROL
 SY5615
 SY5615  NAD 83(1986)-  47 49 12.25860(N)    122 22 31.57647(W) AD(       ) 3
 SY5615  NGVD 29 (03/28/90)    4.3    (m)           14.     (f) VERT ANG       
 SY5615
 SY5615.Superseded values are not recommended for survey control.
 SY5615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5615.See file dsdata.txt to determine how the superseded data were derived.
 SY5615
 SY5615_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4675196491(NAD 83)
 SY5615_MARKER: DD = SURVEY DISK
 SY5615_SETTING: 80 = SET IN A BOULDER
 SY5615_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SY5615_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5615+STABILITY: SURFACE MOTION
 SY5615
 SY5615  HISTORY     - Date     Condition        Report By
 SY5615  HISTORY     - 1984     MONUMENTED       NOS
 SY5615  HISTORY     - 19960813 GOOD             USPSQD
 SY5615  HISTORY     - 20020818 MARK NOT FOUND   USPSQD
 SY5615
 SY5615                          STATION DESCRIPTION
 SY5615
 SY5615'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 SY5615'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHEAST OF THE EDMONDS
 SY5615'FERRY DOCK, ALONG THE WEST SIDE OF THE RAILROAD TRACKS AND ON THE
 SY5615'EAST SHORE OF PUGET SOUND.
 SY5615'
 SY5615'TO REACH THE STATION FROM MAIN STREET AND THIRD AVENUE NORTH IN
 SY5615'EDMONDS, GO NORTH ON THIRD AVENUE FOR 0.5 MILE, TURN LEFT ON
 SY5615'CASPER STREET, GO ABOUT 100 FEET, TURN RIGHT (NORTH) ON CARY ROAD,
 SY5615'GO 0.15 MILE TO THE FIRST DRIVEWAY ON THE LEFT, AT THE WEST SIDE
 SY5615'OF THE LOOP AT THE END OF THE ROAD, WITH 5 MAIL BOXES ON THE LEFT,
 SY5615'PACK WESTWARD, AROUND THE NORTH SIDE OF A HOUSE, FOLLOW A PATH
 SY5615'DOWNHILL TO THE RAILROAD TRACKS AND THE STATION NEAR THE SOUTH
 SY5615'END OF A MEASURED, NAUTICAL MILE COURSE.
 SY5615'
 SY5615'THE STATION IS A SMALL, PLAIN BRASS DISK
 SY5615'STAMPED---EMM S RNG AUX 1984---, CEMENTED IN A DRILL HOLE ON TOP
 SY5615'OF A 4-1/2 FOOT SQUARE BOULDER, 11.4 FEET WEST OF THE NORTHWEST
 SY5615'RAIL OF THE RAILROAD TRACKS AND ABOUT 1-FOOT LOWER THAN THE
 SY5615'RAILROAD TRACKS.
 SY5615'
 SY5615'DESCRIBED BY R.B. MELBY.
 SY5615
 SY5615                          STATION RECOVERY (1996)
 SY5615
 SY5615'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5615'RECOVERED IN GOOD CONDITION.
 SY5615
 SY5615                          STATION RECOVERY (2002)
 SY5615
 SY5615'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 SY5615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0836 ***********************************************************************
 TO0836  DESIGNATION -  EMPEY
 TO0836  PID         -  TO0836
 TO0836  STATE/COUNTY-  WA/STEVENS
 TO0836  USGS QUAD   -  EMPEY MOUNTAIN (1980)
 TO0836
 TO0836                         *CURRENT SURVEY CONTROL
 TO0836  ___________________________________________________________________
 TO0836* NAD 83(1991)-  48 05 18.35986(N)    117 53 49.45837(W)     ADJUSTED  
 TO0836* NAVD 88     -      1176.6    (meters)    3860.     (feet)  VERTCON   
 TO0836  ___________________________________________________________________
 TO0836  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 TO0836  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TO0836
 TO0836  HORZ ORDER  -  THIRD
 TO0836
 TO0836.The horizontal coordinates were established by classical geodetic methods
 TO0836.and adjusted by the National Geodetic Survey in December 1991..
 TO0836
 TO0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0836
 TO0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0836
 TO0836.The geoid height was determined by GEOID03.
 TO0836
 TO0836;                    North         East     Units Scale Factor Converg.
 TO0836;SPC WA N     -   125,186.751   718,679.144   MT  0.99994239   +2 11 10.0
 TO0836;SPC WA N     -   410,716.87  2,357,866.49   sFT  0.99994239   +2 11 10.0
 TO0836;UTM  11      - 5,326,518.484   433,197.214   MT  0.99965483   -0 40 03.4
 TO0836
 TO0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0836!SPC WA N     -   0.99981849  x   0.99994239  =   0.99976089
 TO0836!UTM  11      -   0.99981849  x   0.99965483  =   0.99947338
 TO0836
 TO0836:                Primary Azimuth Mark                     Grid Az
 TO0836:SPC WA N     -  MARSHALL                                 151 54 33.8
 TO0836:UTM  11      -  MARSHALL                                 154 45 47.2
 TO0836
 TO0836|---------------------------------------------------------------------|
 TO0836| PID    Reference Object                     Distance      Geod. Az  |
 TO0836|                                                           dddmmss.s |
 TO0836| TO0835 MARSHALL                            APPROX. 9.4 KM 1540543.8 |
 TO0836| AB7200 EMPEY RM 1                           14.896 METERS 20956     |
 TO0836| AB7201 EMPEY RM 2                            6.660 METERS 29842     |
 TO0836|---------------------------------------------------------------------|
 TO0836
 TO0836                          SUPERSEDED SURVEY CONTROL
 TO0836
 TO0836  NAD 83(1986)-  48 05 18.36903(N)    117 53 49.45685(W) AD(       ) 3
 TO0836  NAD 27      -  48 05 18.76523(N)    117 53 45.57071(W) AD(       ) 3
 TO0836  NGVD 29 (07/19/86) 1175.3    (m)         3856.     (f) VERT ANG       
 TO0836
 TO0836.Superseded values are not recommended for survey control.
 TO0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0836.See file dsdata.txt to determine how the superseded data were derived.
 TO0836
 TO0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP3319726518(NAD 83)
 TO0836_MARKER: DH = HORIZONTAL CONTROL DISK
 TO0836_SETTING: 80 = SET IN A BOULDER
 TO0836_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TO0836
 TO0836  HISTORY     - Date     Condition        Report By
 TO0836  HISTORY     - 1943     MONUMENTED       USGS
 TO0836  HISTORY     - 1963     GOOD             USGS
 TO0836
 TO0836                          STATION DESCRIPTION
 TO0836
 TO0836'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 TO0836'LOCATED 2 MI N. AND 7 MI W. OF SPRINGDALE ON EMPEY MTN., A
 TO0836'PROMINENT SPARSELY-TIMBERED MOUNTAIN LYING BETWEEN CAMAS CREEK TO
 TO0836'THE S. AND DEER CREEK TO THE N.  ON SOUTHERN AND HIGHEST END OF
 TO0836'MOUNTAIN.
 TO0836'
 TO0836'TO REACH FROM SPRINGDALE, GO W. ABOUT 1 MI ON U.S. HWY. 395 TO
 TO0836'RD. FORKS AND SIGN HUNTERS 32.  TURN LEFT ON HUNTERS RD. 6.25 MI
 TO0836'TO RD. FORK AND SIGN ROSE HILL.  TURN RIGHT ON ROSE HILL RD. 2
 TO0836'MI TO T-RD. S.  TURN RIGHT (E.) AND FOLLOW MAIN-TRAVELED RD. 0.9
 TO0836'MI TO BILL ROSECRANS RANCH HOUSE, GO THROUGH GATE AT FENCE CORNER
 TO0836'ABOUT 0.1 MI SE. OF HOUSE AND FOLLOW DIM RD. ACROSS DRAW THENCE
 TO0836'UP RIDGE PAST DESERTED FARMHOUSE ON RIGHT TO OLD SAWMILL SITE
 TO0836'(SAWDUST PILES) ON LEFT.  TURN LEFT OFF RD. AND FOLLOW VERY DIM
 TO0836'OLD LOGGING RD. (KEEPING TO LEFT) S. OF DRAW ABOUT 0.5 MI ONTO
 TO0836'LOW OPEN TIMBERED RIDGE.  TURN RIGHT ON RIDGE AND DRIVE THROUGH
 TO0836'OPEN TIMBER TO END OF TRUCK TRAVEL.  PACK AROUND HEAD OF DRAW TO
 TO0836'LEFT (W.) AND CLIMB OPEN SLOPE TO SUMMIT AND STATION.
 TO0836'
 TO0836'STATION MARK--STANDARD VABM STAMPED---3870 VA EMPEY 1943---,
 TO0836'CEMENTED IN SOLID ROCK.
 TO0836'
 TO0836'RM 1--COPPER NAIL AND WASHER DRIVEN IN CENTER OF TRIANGULAR
 TO0836'BLAZE ON YELLOW PINE SIGNAL TREE.
 TO0836'
 TO0836'RM 2--COPPER NAIL AND WASHER DRIVEN IN CENTER OF TRIANGULAR
 TO0836'BLAZE ON YELLOW PINE TREE ON WEST SLOPE.
 TO0836
 TO0836                          STATION RECOVERY (1963)
 TO0836
 TO0836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 TO0836'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2196 ***********************************************************************
 SY2196  DESIGNATION -  EN 10 K CO 1970
 SY2196  PID         -  SY2196
 SY2196  STATE/COUNTY-  WA/KING
 SY2196  USGS QUAD   -  RENTON (1994)
 SY2196
 SY2196                         *CURRENT SURVEY CONTROL
 SY2196  ___________________________________________________________________
 SY2196* NAD 83(1991)-  47 29 16.98814(N)    122 10 39.17196(W)     ADJUSTED  
 SY2196* NAVD 88     -       102.5    (meters)     336.     (feet)  VERTCON   
 SY2196  ___________________________________________________________________
 SY2196  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 SY2196  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 SY2196
 SY2196  HORZ ORDER  -  SECOND
 SY2196
 SY2196.The horizontal coordinates were established by classical geodetic methods
 SY2196.and adjusted by the National Geodetic Survey in December 1991..
 SY2196
 SY2196.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2196
 SY2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2196
 SY2196.The geoid height was determined by GEOID03.
 SY2196
 SY2196;                    North         East     Units Scale Factor Converg.
 SY2196;SPC WA N     -    55,147.487   398,704.038   MT  1.00000225   -1 00 02.9
 SY2196;SPC WA N     -   180,929.71  1,308,081.50   sFT  1.00000225   -1 00 02.9
 SY2196;UTM  10      - 5,259,729.703   561,955.568   MT  0.99964717   +0 36 22.6
 SY2196
 SY2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2196!SPC WA N     -   0.99998755  x   1.00000225  =   0.99998980
 SY2196!UTM  10      -   0.99998755  x   0.99964717  =   0.99963472
 SY2196
 SY2196:                Primary Azimuth Mark                     Grid Az
 SY2196:SPC WA N     -  EN 30 K CO 1970                          181 55 06.6
 SY2196:UTM  10      -  EN 30 K CO 1970                          180 18 41.1
 SY2196
 SY2196|---------------------------------------------------------------------|
 SY2196| PID    Reference Object                     Distance      Geod. Az  |
 SY2196|                                                           dddmmss.s |
 SY2196| SY2197 EN 30 K CO 1970                     482.226 METERS 1805503.7 |
 SY2196| SY2199 EN 9 K CO 1970                      340.529 METERS 18140     |
 SY2196| SY2149 RENTON DIST 58 TANK NO 1            APPROX. 3.2 KM 1953916.4 |
 SY2196| SY2201 EN 72 K CO 1973                     118.124 METERS 29517     |
 SY2196|---------------------------------------------------------------------|
 SY2196
 SY2196                          SUPERSEDED SURVEY CONTROL
 SY2196
 SY2196  NAD 83(1986)-  47 29 16.98076(N)    122 10 39.18037(W) AD(       ) 2
 SY2196  NAD 27      -  47 29 17.62124(N)    122 10 34.74609(W) AD(       ) 2
 SY2196  NGVD 29 (07/19/86)  101.4    (m)          333.     (f) VERT ANG       
 SY2196
 SY2196.Superseded values are not recommended for survey control.
 SY2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2196.See file dsdata.txt to determine how the superseded data were derived.
 SY2196
 SY2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6195659730(NAD 83)
 SY2196_MARKER: Z = SEE DESCRIPTION
 SY2196_SETTING: 0 = UNSPECIFIED SETTING
 SY2196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2196
 SY2196  HISTORY     - Date     Condition        Report By
 SY2196  HISTORY     - 1970     MONUMENTED       WA-033
 SY2196
 SY2196                          STATION DESCRIPTION
 SY2196
 SY2196'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2196'THIS POINT IS LOCATED APPROX. 185.0 FT SOUTH AND 30.0 FT EAST OF
 SY2196'THE INTERSECTION OF N.E. 4TH ST.  (S.E. 128TH ST.) AND THE KING
 SY2196'COUNTY REFUSE TRANSFER STATION SITE ACCESS ROAD.  THE POINT IS
 SY2196'EAST OF THE NORTH DRIVEWAY OF THE SOUTHEAST DISTRICT HEALTH
 SY2196'CENTER PARKING LOT.  IT IS 6.5 FT WEST OF A REF. POST.  IT IS
 SY2196'58.8 FT E.S.E. OF A SPIKE IN A POWER POLE.  IT IS 68.8 FT N.N.W.
 SY2196'OF A SPIKE IN A POWER POLE.  SUB-SURFACE MONUMENT (THERE IS A CONC
 SY2196'MON WITH TACK-IN-LEAD 2.5 FT BELOW SURFACE POINT.)
 SY2196'
 SY2196'(SURFACE MONUMENT--K.C.S. SURVEY DISK SET IN CONC ON SURFACE)
 SY2196'
 SY2196'DISK STAMPED--EN-10, 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2181 ***********************************************************************
 SY2181  DESIGNATION -  EN 18 K CO 1970
 SY2181  PID         -  SY2181
 SY2181  STATE/COUNTY-  WA/KING
 SY2181  USGS QUAD   -  RENTON (1994)
 SY2181
 SY2181                         *CURRENT SURVEY CONTROL
 SY2181  ___________________________________________________________________
 SY2181* NAD 83(1991)-  47 27 39.16002(N)    122 10 09.03662(W)     ADJUSTED  
 SY2181* NAVD 88     -       138.1    (meters)     453.     (feet)  VERTCON   
 SY2181  ___________________________________________________________________
 SY2181  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 SY2181  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 SY2181
 SY2181  HORZ ORDER  -  SECOND
 SY2181
 SY2181.The horizontal coordinates were established by classical geodetic methods
 SY2181.and adjusted by the National Geodetic Survey in December 1991..
 SY2181
 SY2181.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2181
 SY2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2181
 SY2181.The geoid height was determined by GEOID03.
 SY2181
 SY2181;                    North         East     Units Scale Factor Converg.
 SY2181;SPC WA N     -    52,115.682   399,282.340   MT  1.00000753   -0 59 40.4
 SY2181;SPC WA N     -   170,982.87  1,309,978.81   sFT  1.00000753   -0 59 40.4
 SY2181;UTM  10      - 5,256,716.384   562,618.425   MT  0.99964819   +0 36 43.9
 SY2181
 SY2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2181!SPC WA N     -   0.99998195  x   1.00000753  =   0.99998948
 SY2181!UTM  10      -   0.99998195  x   0.99964819  =   0.99963015
 SY2181
 SY2181:                Primary Azimuth Mark                     Grid Az
 SY2181:SPC WA N     -  RENTON DIST 58 TANK NO 1                 267 18 43.2
 SY2181:UTM  10      -  RENTON DIST 58 TANK NO 1                 265 42 18.9
 SY2181
 SY2181|---------------------------------------------------------------------|
 SY2181| PID    Reference Object                     Distance      Geod. Az  |
 SY2181|                                                           dddmmss.s |
 SY2181| SY2149 RENTON DIST 58 TANK NO 1            APPROX. 1.5 KM 2661902.8 |
 SY2181|---------------------------------------------------------------------|
 SY2181
 SY2181                          SUPERSEDED SURVEY CONTROL
 SY2181
 SY2181  NAD 83(1986)-  47 27 39.15239(N)    122 10 09.04560(W) AD(       ) 2
 SY2181  NAD 27      -  47 27 39.79222(N)    122 10 04.61327(W) AD(       ) 2
 SY2181  NGVD 29 (07/19/86)  137.0    (m)          449.     (f) VERT ANG       
 SY2181
 SY2181.Superseded values are not recommended for survey control.
 SY2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2181.See file dsdata.txt to determine how the superseded data were derived.
 SY2181
 SY2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6261856716(NAD 83)
 SY2181_MARKER: Z = SEE DESCRIPTION
 SY2181_SETTING: 0 = UNSPECIFIED SETTING
 SY2181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2181
 SY2181  HISTORY     - Date     Condition        Report By
 SY2181  HISTORY     - 1970     MONUMENTED       WA-033
 SY2181
 SY2181                          STATION DESCRIPTION
 SY2181
 SY2181'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2181'APPROX. LOCATION--2 MILES S.E. OF RENTON
 SY2181'
 SY2181'POINT IS LOCATED NEAR INTERSECTION OF TWO PIPELINE ROADS,
 SY2181'APPROX. 0.85 MILES S.E. OF INTERSECTION OF BEACON AVE. S.E. AND
 SY2181'S.E. 16TH ST.  POINT IS 25 FT N.E. OF CENTERLINE OF PIPELINE
 SY2181'ROAD RUNNING N.W. AND 40 FT WEST OF CENTERLINE OF PIPELINE ROAD
 SY2181'RUNNING NORTH AND SOUTH AND 16.1 FT NORTH OF NORTHERLYMOST METAL
 SY2181'GATEPOST AND 32.3 FT S.E. OF A SPIKE IN A 18 IN SCHOOLMARM
 SY2181'FIR TREE AND 2.1 FT S.W. OF A REFERENCE POST.
 SY2181'
 SY2181'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE SURFACE
 SY2181'MONUMENT.
 SY2181'
 SY2181'SUB-SURFACE MONUMENT--NONE
 SY2181'
 SY2181'MONUMENT STAMPED EN-18 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2160 ***********************************************************************
 SY2160  DESIGNATION -  EN 24 K CO 1970
 SY2160  PID         -  SY2160
 SY2160  STATE/COUNTY-  WA/KING
 SY2160  USGS QUAD   -  RENTON (1994)
 SY2160
 SY2160                         *CURRENT SURVEY CONTROL
 SY2160  ___________________________________________________________________
 SY2160* NAD 83(1991)-  47 26 37.05393(N)    122 08 48.12059(W)     ADJUSTED  
 SY2160* NAVD 88     -       155.4    (meters)     510.     (feet)  VERTCON   
 SY2160  ___________________________________________________________________
 SY2160  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 SY2160  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 SY2160
 SY2160  HORZ ORDER  -  SECOND
 SY2160
 SY2160.The horizontal coordinates were established by classical geodetic methods
 SY2160.and adjusted by the National Geodetic Survey in December 1991..
 SY2160
 SY2160.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2160
 SY2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2160
 SY2160.The geoid height was determined by GEOID03.
 SY2160
 SY2160;                    North         East     Units Scale Factor Converg.
 SY2160;SPC WA N     -    50,168.737   400,944.100   MT  1.00001099   -0 58 40.2
 SY2160;SPC WA N     -   164,595.26  1,315,430.77   sFT  1.00001099   -0 58 40.2
 SY2160;UTM  10      - 5,254,817.478   564,333.500   MT  0.99965086   +0 37 42.9
 SY2160
 SY2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2160!SPC WA N     -   0.99997923  x   1.00001099  =   0.99999022
 SY2160!UTM  10      -   0.99997923  x   0.99965086  =   0.99963010
 SY2160
 SY2160                          SUPERSEDED SURVEY CONTROL
 SY2160
 SY2160  NAD 83(1986)-  47 26 37.04609(N)    122 08 48.12996(W) AD(       ) 2
 SY2160  NAD 27      -  47 26 37.68471(N)    122 08 43.69989(W) AD(       ) 2
 SY2160  NGVD 29 (07/19/86)  154.3    (m)          506.     (f) VERT ANG       
 SY2160
 SY2160.Superseded values are not recommended for survey control.
 SY2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2160.See file dsdata.txt to determine how the superseded data were derived.
 SY2160
 SY2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6433354817(NAD 83)
 SY2160_MARKER: Z = SEE DESCRIPTION
 SY2160_SETTING: 0 = UNSPECIFIED SETTING
 SY2160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2160
 SY2160  HISTORY     - Date     Condition        Report By
 SY2160  HISTORY     - 1970     MONUMENTED       WA-033
 SY2160
 SY2160                          STATION DESCRIPTION
 SY2160
 SY2160'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2160'LOCATION NOT GIVEN
 SY2160'
 SY2160'POINT IS LOCATED APPROX. 0.35 MILE EAST OF INTERSECTION OF
 SY2160'140TH AVE. S.E. AND PETROVITSKY ROAD.  POINT IS ON SHOULDER,
 SY2160'16.0 FT NORTH OF CENTERLINE OF PETROVITSKY RD. AND 200 FT +
 SY2160'OR- WEST OF WHERE PIPELINE ROAD CROSSES PETROVITSKY AND 142.0 FT
 SY2160'S.E.E. OF A SPIKE IN A POWER POLE AND 142.0 FT WEST OF THE
 SY2160'WEST CORNER OF A WOOD 6 IN X 6 IN GATEPOST, AND 11.6 FT SOUTH
 SY2160'OF A REFERENCE POST.
 SY2160'
 SY2160'SURFACE MONUMENT--STAND.  K.C.S. DISC SET IN CONC MON BURIED
 SY2160'6 IN.
 SY2160'
 SY2160'SUB-SURFACE MONUMENT--SET TACK-IN-LEAD PLUG
 SY2160'
 SY2160'DISK STAMPED--EN-24, 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1926 ***********************************************************************
 SY1926  DESIGNATION -  EN 26 K CO 1970
 SY1926  PID         -  SY1926
 SY1926  STATE/COUNTY-  WA/KING
 SY1926  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1926
 SY1926                         *CURRENT SURVEY CONTROL
 SY1926  ___________________________________________________________________
 SY1926* NAD 83(1991)-  47 26 22.02800(N)    122 07 08.59851(W)     ADJUSTED  
 SY1926* NAVD 88     -       178.3    (meters)     585.     (feet)  VERTCON   
 SY1926  ___________________________________________________________________
 SY1926  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 SY1926  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY1926
 SY1926  HORZ ORDER  -  SECOND
 SY1926
 SY1926.The horizontal coordinates were established by classical geodetic methods
 SY1926.and adjusted by the National Geodetic Survey in December 1991..
 SY1926
 SY1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1926
 SY1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1926
 SY1926.The geoid height was determined by GEOID03.
 SY1926
 SY1926;                    North         East     Units Scale Factor Converg.
 SY1926;SPC WA N     -    49,669.539   403,021.176   MT  1.00001184   -0 57 26.1
 SY1926;SPC WA N     -   162,957.48  1,322,245.31   sFT  1.00001184   -0 57 26.1
 SY1926;UTM  10      - 5,254,376.856   566,423.002   MT  0.99965422   +0 38 56.0
 SY1926
 SY1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1926!SPC WA N     -   0.99997564  x   1.00001184  =   0.99998747
 SY1926!UTM  10      -   0.99997564  x   0.99965422  =   0.99962986
 SY1926
 SY1926                          SUPERSEDED SURVEY CONTROL
 SY1926
 SY1926  NAD 83(1986)-  47 26 22.01986(N)    122 07 08.60785(W) AD(       ) 2
 SY1926  NAD 27      -  47 26 22.65775(N)    122 07 04.18057(W) AD(       ) 2
 SY1926  NGVD 29 (07/19/86)  177.2    (m)          581.     (f) VERT ANG       
 SY1926
 SY1926.Superseded values are not recommended for survey control.
 SY1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1926.See file dsdata.txt to determine how the superseded data were derived.
 SY1926
 SY1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6642354377(NAD 83)
 SY1926_MARKER: Z = SEE DESCRIPTION
 SY1926_SETTING: 0 = UNSPECIFIED SETTING
 SY1926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1926
 SY1926  HISTORY     - Date     Condition        Report By
 SY1926  HISTORY     - 1970     MONUMENTED       WA-033
 SY1926
 SY1926                          STATION DESCRIPTION
 SY1926
 SY1926'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY1926'LOCATION NOT GIVEN
 SY1926'
 SY1926'POINT IS LOCATED 0.4 MILE EAST OF INTERSECTION OF PETROVITSKY
 SY1926'ROAD AND OLD PETROVITSKY ROAD.  POINT IS ON BANK 40.0 FT NORTH
 SY1926'OF CENTERLINE OF PETROVITSKY ROAD AND 148.2 FT WEST OF A SPIKE
 SY1926'IN A POWER POLE (Q65 DFP 4-40) AND 22.0 FT S.E. OF A SPIKE IN A
 SY1926'8 IN FIR, AND 2.2 FT SOUTH OF A REFERENCE POST.
 SY1926'
 SY1926'SURFACE MONUMENT--STANDARD K.C.S. DISC SET IN CONC SURFACE
 SY1926'MON.
 SY1926'
 SY1926'SUB-SURFACE MONUMENT--SET TACK-IN-LEAD PLUG
 SY1926'
 SY1926'DISK STAMPED--EN-26, 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1925 ***********************************************************************
 SY1925  DESIGNATION -  EN 27 K CO 1970
 SY1925  PID         -  SY1925
 SY1925  STATE/COUNTY-  WA/KING
 SY1925  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1925
 SY1925                         *CURRENT SURVEY CONTROL
 SY1925  ___________________________________________________________________
 SY1925* NAD 83(1991)-  47 26 17.37344(N)    122 07 01.18078(W)     ADJUSTED  
 SY1925* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 SY1925  ___________________________________________________________________
 SY1925  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 SY1925  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 SY1925
 SY1925  HORZ ORDER  -  SECOND
 SY1925
 SY1925.The horizontal coordinates were established by classical geodetic methods
 SY1925.and adjusted by the National Geodetic Survey in December 1991..
 SY1925
 SY1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1925
 SY1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1925
 SY1925.The geoid height was determined by GEOID03.
 SY1925
 SY1925;                    North         East     Units Scale Factor Converg.
 SY1925;SPC WA N     -    49,523.215   403,174.181   MT  1.00001211   -0 57 20.6
 SY1925;SPC WA N     -   162,477.41  1,322,747.29   sFT  1.00001211   -0 57 20.6
 SY1925;UTM  10      - 5,254,234.929   566,579.992   MT  0.99965448   +0 39 01.4
 SY1925
 SY1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1925!SPC WA N     -   0.99997504  x   1.00001211  =   0.99998715
 SY1925!UTM  10      -   0.99997504  x   0.99965448  =   0.99962953
 SY1925
 SY1925                          SUPERSEDED SURVEY CONTROL
 SY1925
 SY1925  NAD 83(1986)-  47 26 17.36528(N)    122 07 01.19013(W) AD(       ) 2
 SY1925  NAD 27      -  47 26 18.00311(N)    122 06 56.76312(W) AD(       ) 2
 SY1925  NGVD 29 (07/19/86)  181.     (m)          594.     (f) VERT ANG       
 SY1925
 SY1925.Superseded values are not recommended for survey control.
 SY1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1925.See file dsdata.txt to determine how the superseded data were derived.
 SY1925
 SY1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6658054235(NAD 83)
 SY1925_MARKER: Z = SEE DESCRIPTION
 SY1925_SETTING: 0 = UNSPECIFIED SETTING
 SY1925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1925
 SY1925  HISTORY     - Date     Condition        Report By
 SY1925  HISTORY     - 1970     MONUMENTED       WA-033
 SY1925
 SY1925                          STATION DESCRIPTION
 SY1925
 SY1925'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY1925'NO LOCATION GIVEN
 SY1925'
 SY1925'THIS POINT IS LOCATED 18.0 FT EAST OF THE CENTERLINE OF
 SY1925'PETROVITSKY ROAD.  IT IS APPROX. 0.05 MILE NORTH OF THE
 SY1925'INTERSECTION OF PETROVITSKY ROAD AND S.E. 184TH ST.  IT IS
 SY1925'ACROSS THE STREET FROM THE EAST EXIST TO K.C.F.D. 40
 SY1925'STA. 2.  IT IS 3.5 FT WEST OF A REFERENCE POST.  IT IS 139.2 FT
 SY1925'SOUTH OF A FIRE HYDRANT.  IT IS 17.2 FT WEST OF A SPIKE IN A
 SY1925'POWER POLE.
 SY1925'
 SY1925'SURFACE MONUMENT--K.C.S. DISK SET IN CONC BURIED 6 IN.
 SY1925'
 SY1925'NO SUB-SURFACE MONUMENT--
 SY1925'
 SY1925'DISK STAMPED--EN-27, 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1924 ***********************************************************************
 SY1924  DESIGNATION -  EN 28 K CO 1970
 SY1924  PID         -  SY1924
 SY1924  STATE/COUNTY-  WA/KING
 SY1924  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1924
 SY1924                         *CURRENT SURVEY CONTROL
 SY1924  ___________________________________________________________________
 SY1924* NAD 83(1991)-  47 26 08.86507(N)    122 06 56.70707(W)     ADJUSTED  
 SY1924* NAVD 88     -       180.8    (meters)     593.     (feet)  VERTCON   
 SY1924  ___________________________________________________________________
 SY1924  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 SY1924  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 SY1924
 SY1924  HORZ ORDER  -  SECOND
 SY1924
 SY1924.The horizontal coordinates were established by classical geodetic methods
 SY1924.and adjusted by the National Geodetic Survey in December 1991..
 SY1924
 SY1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1924
 SY1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1924
 SY1924.The geoid height was determined by GEOID03.
 SY1924
 SY1924;                    North         East     Units Scale Factor Converg.
 SY1924;SPC WA N     -    49,258.920   403,263.530   MT  1.00001260   -0 57 17.2
 SY1924;SPC WA N     -   161,610.31  1,323,040.43   sFT  1.00001260   -0 57 17.2
 SY1924;UTM  10      - 5,253,973.336   566,676.679   MT  0.99965463   +0 39 04.6
 SY1924
 SY1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1924!SPC WA N     -   0.99997524  x   1.00001260  =   0.99998784
 SY1924!UTM  10      -   0.99997524  x   0.99965463  =   0.99962988
 SY1924
 SY1924                          SUPERSEDED SURVEY CONTROL
 SY1924
 SY1924  NAD 83(1986)-  47 26 08.85690(N)    122 06 56.71647(W) AD(       ) 2
 SY1924  NAD 27      -  47 26 09.49467(N)    122 06 52.28969(W) AD(       ) 2
 SY1924  NGVD 29 (07/19/86)  179.7    (m)          590.     (f) VERT ANG       
 SY1924
 SY1924.Superseded values are not recommended for survey control.
 SY1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1924.See file dsdata.txt to determine how the superseded data were derived.
 SY1924
 SY1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6667753973(NAD 83)
 SY1924_MARKER: Z = SEE DESCRIPTION
 SY1924_SETTING: 0 = UNSPECIFIED SETTING
 SY1924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1924
 SY1924  HISTORY     - Date     Condition        Report By
 SY1924  HISTORY     - 1970     MONUMENTED       WA-033
 SY1924
 SY1924                          STATION DESCRIPTION
 SY1924
 SY1924'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY1924'NO LOCATION GIVEN
 SY1924'
 SY1924'THIS POINT IS LOCATED 16.0 FT WEST OF THE CENTERLINE OF
 SY1924'PETROVITSKY ROAD.  IT IS APPROX. 0.1 MILE SOUTH OF THE
 SY1924'INTERSECTION OF PETROVITSKY ROAD, AND S.E. 184TH ST.  IT IS
 SY1924'3.5 FT EAST OF A REF. POST.  IT IS 120.3 FT NORTH OF A SPIKE
 SY1924'IN A POWER POLE.  IT IS 58.6 FT W.S.W. OF A SPIKE IN A 12 IN
 SY1924'MAPLE TREE.
 SY1924'
 SY1924'SURFACE MONUMENT---K.C.S. DISK SET IN CONC BURIED 6 IN.
 SY1924'
 SY1924'SUB-SURFACE MONUMENT---THERE IS A CONC MON WITH TACK-IN-LEAD
 SY1924'3.0 FT BELOW THE SURFACE MONUMENT.
 SY1924'
 SY1924'DISK STAMPED--EN-28, 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2197 ***********************************************************************
 SY2197  DESIGNATION -  EN 30 K CO 1970
 SY2197  PID         -  SY2197
 SY2197  STATE/COUNTY-  WA/KING
 SY2197  USGS QUAD   -  RENTON (1994)
 SY2197
 SY2197                         *CURRENT SURVEY CONTROL
 SY2197  ___________________________________________________________________
 SY2197* NAD 83(1991)-  47 29 01.37573(N)    122 10 39.54088(W)     ADJUSTED  
 SY2197* NAVD 88     -       101.9    (meters)     334.     (feet)  VERTCON   
 SY2197  ___________________________________________________________________
 SY2197  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 SY2197  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 SY2197
 SY2197  HORZ ORDER  -  SECOND
 SY2197
 SY2197.The horizontal coordinates were established by classical geodetic methods
 SY2197.and adjusted by the National Geodetic Survey in December 1991..
 SY2197
 SY2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2197
 SY2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2197
 SY2197.The geoid height was determined by GEOID03.
 SY2197
 SY2197;                    North         East     Units Scale Factor Converg.
 SY2197;SPC WA N     -    54,665.529   398,687.894   MT  1.00000308   -1 00 03.1
 SY2197;SPC WA N     -   179,348.49  1,308,028.53   sFT  1.00000308   -1 00 03.1
 SY2197;UTM  10      - 5,259,247.654   561,952.948   MT  0.99964717   +0 36 22.2
 SY2197
 SY2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2197!SPC WA N     -   0.99998764  x   1.00000308  =   0.99999072
 SY2197!UTM  10      -   0.99998764  x   0.99964717  =   0.99963482
 SY2197
 SY2197:                Primary Azimuth Mark                     Grid Az
 SY2197:SPC WA N     -  EN 10 K CO 1970                          001 55 06.5
 SY2197:UTM  10      -  EN 10 K CO 1970                          000 18 41.2
 SY2197
 SY2197|---------------------------------------------------------------------|
 SY2197| PID    Reference Object                     Distance      Geod. Az  |
 SY2197|                                                           dddmmss.s |
 SY2197| SY2196 EN 10 K CO 1970                     482.226 METERS 0005503.4 |
 SY2197| SY2185 EN 31 K CO 1970                     APPROX. 1.9 KM 1642647.2 |
 SY2197| SY2199 EN 9 K CO 1970                      141.796 METERS 35907     |
 SY2197|---------------------------------------------------------------------|
 SY2197
 SY2197                          SUPERSEDED SURVEY CONTROL
 SY2197
 SY2197  NAD 83(1986)-  47 29 01.36841(N)    122 10 39.54937(W) AD(       ) 2
 SY2197  NAD 27      -  47 29 02.00892(N)    122 10 35.11530(W) AD(       ) 2
 SY2197  NGVD 29 (07/19/86)  100.8    (m)          331.     (f) VERT ANG       
 SY2197
 SY2197.Superseded values are not recommended for survey control.
 SY2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2197.See file dsdata.txt to determine how the superseded data were derived.
 SY2197
 SY2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6195359248(NAD 83)
 SY2197_MARKER: Z = SEE DESCRIPTION
 SY2197_SETTING: 0 = UNSPECIFIED SETTING
 SY2197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2197
 SY2197  HISTORY     - Date     Condition        Report By
 SY2197  HISTORY     - 1970     MONUMENTED       WA-033
 SY2197
 SY2197                          STATION DESCRIPTION
 SY2197
 SY2197'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2197'APPROX. LOCATION--1-1/2 MILES E OF RENTON
 SY2197'
 SY2197'THIS POINT IS LOCATED APPROX. 0.2 MILES SOUTH OF THE CEMETARY
 SY2197'HILL ROAD (CITY OF RENTON).  IT IS APPROX. 150 FT EAST OF THE
 SY2197'RENTON PIT REFUSE TRANSFER STATION.  IT IS NEAR THE SW CORNER
 SY2197'OF A U.S. GOVERNMENT TEST SITE AREA.  IT IS 10.0 FT WEST OF THE
 SY2197'WESTERLY WALL OF A CONCRETE TEST PIT.  IT IS 28.0 FT NORTH AND
 SY2197'10.0 FT WEST OF THE SW CORNER OF THE CONCRETE PIT.  IT IS 3.7
 SY2197'FT WEST OF A 4 IN X 4 IN REFERENCE POINT.  IT IS 61.0 FT EAST
 SY2197'OF THE CENTER OF THE REFUSE STATION EXIT ROAD.
 SY2197'
 SY2197'THERE IS A CONCRETE MONUMENT WITH TACK-IN-LEAD 2.5 FT BELOW
 SY2197'THE SURFACE POINT.
 SY2197'
 SY2197'SURFACE MONUMENT--KCS DISK SET IN CONCRETE--ON SURFACE.
 SY2197'
 SY2197'MONUMENT STAMPED EN-30 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2185 ***********************************************************************
 SY2185  DESIGNATION -  EN 31 K CO 1970
 SY2185  PID         -  SY2185
 SY2185  STATE/COUNTY-  WA/KING
 SY2185  USGS QUAD   -  RENTON (1994)
 SY2185
 SY2185                         *CURRENT SURVEY CONTROL
 SY2185  ___________________________________________________________________
 SY2185* NAD 83(1991)-  47 28 01.18063(N)    122 10 14.83349(W)     ADJUSTED  
 SY2185* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 SY2185  ___________________________________________________________________
 SY2185  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 SY2185  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 SY2185
 SY2185  HORZ ORDER  -  SECOND
 SY2185
 SY2185.The horizontal coordinates were established by classical geodetic methods
 SY2185.and adjusted by the National Geodetic Survey in December 1991..
 SY2185
 SY2185.The orthometric height was scaled from a topographic map.
 SY2185
 SY2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2185
 SY2185.The geoid height was determined by GEOID03.
 SY2185
 SY2185;                    North         East     Units Scale Factor Converg.
 SY2185;SPC WA N     -    52,797.762   399,172.765   MT  1.00000632   -0 59 44.7
 SY2185;SPC WA N     -   173,220.66  1,309,619.31   sFT  1.00000632   -0 59 44.7
 SY2185;UTM  10      - 5,257,394.880   562,489.813   MT  0.99964799   +0 36 39.8
 SY2185
 SY2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2185!SPC WA N     -   0.99998478  x   1.00000632  =   0.99999110
 SY2185!UTM  10      -   0.99998478  x   0.99964799  =   0.99963277
 SY2185
 SY2185                          SUPERSEDED SURVEY CONTROL
 SY2185
 SY2185  NAD 83(1986)-  47 28 01.17311(N)    122 10 14.84228(W) AD(       ) 2
 SY2185  NAD 27      -  47 28 01.81330(N)    122 10 10.40973(W) AD(       ) 2
 SY2185
 SY2185.Superseded values are not recommended for survey control.
 SY2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2185.See file dsdata.txt to determine how the superseded data were derived.
 SY2185
 SY2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6249057395(NAD 83)
 SY2185_MARKER: Z = SEE DESCRIPTION
 SY2185_SETTING: 0 = UNSPECIFIED SETTING
 SY2185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2185
 SY2185  HISTORY     - Date     Condition        Report By
 SY2185  HISTORY     - 1970     MONUMENTED       WA-033
 SY2185
 SY2185                          STATION DESCRIPTION
 SY2185
 SY2185'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2185'APPROX. LOCATION--2 MILES SE RENTON
 SY2185'
 SY2185'THIS POINT IS LOCATED ON THE BONNEVILLE POWER
 SY2185'ADMIN. TRANSMISSION LINE RIGHT-OF-WAY ON THE TOP OF STEEP HILL
 SY2185'SO. OF THE RENTON MAPLE VALLEY HIGHWAY.  IT IS LOCATED ON LINE
 SY2185'BETWEEN THE EASTERLY LEGS OF TOWER 1 OF LINE 2 OF MILE 16 OF
 SY2185'THE COVINGTON-MAPLE VALLEY LINE.  IT IS APPROX. MIDWAY BETWEEN
 SY2185'THE EASTERLY LEGS.  IT IS 3 FT. WEST OF A 4 IN X 4 IN
 SY2185'REFERENCE POINT.  TO REACH THIS POINT, PROCEED FROM THE CITY
 SY2185'OF RENTON TO WHERE SE 160TH ST. INTERSECTS THE CEDAR RIVER
 SY2185'PIPE LINE RD. (THIS IS ALSO THE EAST END OF SE 160TH ST.).
 SY2185'THEN GO NORTHWESTERLY ON SECONDARY PIPELINE RD (ROAD WITHOUT
 SY2185'GATE) FOR 0.45 MILES, TURN RIGHT ON BRUSHY ROAD AND GO 0.05
 SY2185'MILES, TURN LEFT AND CONTINUE UNTIL REACHING TOWER 1.
 SY2185'
 SY2185'SURFACE MONUMENT--KCS DISK SET IN CONCRETE-ON SURFACE
 SY2185'
 SY2185'SUB-SURFACE MONUMENT--WITH TACK-IN-LEAD--DOWN 2.5 FT BELOW
 SY2185'THE SURFACE POINT.
 SY2185'
 SY2185'MONUMENT STAMPED EN-31 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2171 ***********************************************************************
 SY2171  DESIGNATION -  EN 32 K CO 1970
 SY2171  PID         -  SY2171
 SY2171  STATE/COUNTY-  WA/KING
 SY2171  USGS QUAD   -  RENTON (1994)
 SY2171
 SY2171                         *CURRENT SURVEY CONTROL
 SY2171  ___________________________________________________________________
 SY2171* NAD 83(1991)-  47 27 42.44012(N)    122 09 48.76811(W)     ADJUSTED  
 SY2171* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 SY2171  ___________________________________________________________________
 SY2171  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 SY2171  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 SY2171
 SY2171  HORZ ORDER  -  SECOND
 SY2171
 SY2171.The horizontal coordinates were established by classical geodetic methods
 SY2171.and adjusted by the National Geodetic Survey in December 1991..
 SY2171
 SY2171.The orthometric height was scaled from a topographic map.
 SY2171
 SY2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2171
 SY2171.The geoid height was determined by GEOID03.
 SY2171
 SY2171;                    North         East     Units Scale Factor Converg.
 SY2171;SPC WA N     -    52,209.615   399,708.541   MT  1.00000735   -0 59 25.3
 SY2171;SPC WA N     -   171,291.05  1,311,377.10   sFT  1.00000735   -0 59 25.3
 SY2171;UTM  10      - 5,256,822.192   563,041.672   MT  0.99964884   +0 36 58.8
 SY2171
 SY2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2171!SPC WA N     -   0.99998415  x   1.00000735  =   0.99999150
 SY2171!UTM  10      -   0.99998415  x   0.99964884  =   0.99963299
 SY2171
 SY2171:                Primary Azimuth Mark                     Grid Az
 SY2171:SPC WA N     -  EN 33 K CO 1970                          112 35 33.3
 SY2171:UTM  10      -  EN 33 K CO 1970                          110 59 09.2
 SY2171
 SY2171|---------------------------------------------------------------------|
 SY2171| PID    Reference Object                     Distance      Geod. Az  |
 SY2171|                                                           dddmmss.s |
 SY2171| SY2165 EN 33 K CO 1970                     APPROX. 0.8 KM 1113608.0 |
 SY2171|---------------------------------------------------------------------|
 SY2171
 SY2171                          SUPERSEDED SURVEY CONTROL
 SY2171
 SY2171  NAD 83(1986)-  47 27 42.43247(N)    122 09 48.77696(W) AD(       ) 2
 SY2171  NAD 27      -  47 27 43.07228(N)    122 09 44.34512(W) AD(       ) 2
 SY2171
 SY2171.Superseded values are not recommended for survey control.
 SY2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2171.See file dsdata.txt to determine how the superseded data were derived.
 SY2171
 SY2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6304256822(NAD 83)
 SY2171_MARKER: Z = SEE DESCRIPTION
 SY2171_SETTING: 0 = UNSPECIFIED SETTING
 SY2171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2171
 SY2171  HISTORY     - Date     Condition        Report By
 SY2171  HISTORY     - 1970     MONUMENTED       WA-033
 SY2171
 SY2171                          STATION DESCRIPTION
 SY2171
 SY2171'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2171'LOCATION NOT GIVEN
 SY2171'
 SY2171'THIS POINT IS LOCATED ON THE BONNEVILLE POWER
 SY2171'ADMIN. TRANSMISSION LINE RIGHT-OF-WAY.  IT IS APPROX. 6 FT
 SY2171'WEST OF THE CENTER OF TOWER 4 OF MI. 127 OF LINE 1 OF THE
 SY2171'ROCKY R. - MPL. V. LINE.  TO REACH FROM RENTON-MAPLE VALLEY
 SY2171'HWY. PROCEED SOUTH ON FIRST GRAVEL ROAD WEST OF 140TH
 SY2171'PL. S.E. (NEAR BRIDGE CROSSING CEDAR RIVER) CONTINUE SOUTHERLY
 SY2171'UP HILL UNTIL REACHING BPA TRANSMISSION LINE, APPROX. 0.8 MILE,
 SY2171'THENCE WEST FOR APPROX. 0.2 MILE UNTIL REACHING TOWER 4.
 SY2171'POINT IS 3 FT WEST OF A REFERENCE POST AND 250 FT + OR - EAST
 SY2171'OF A BARB-WIRE FENCE.
 SY2171'
 SY2171'SURFACE MONUMENT--K.C.S. DISK SET IN CONC ON SURFACE.
 SY2171'
 SY2171'SUB-SURFACE MONUMENT--CONC. MON. WITH TACK-IN-LEAD BURIED
 SY2171'3.0 FT BELOW SURFACE.
 SY2171'
 SY2171'DISK STAMPED--EN-32, 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2165 ***********************************************************************
 SY2165  DESIGNATION -  EN 33 K CO 1970
 SY2165  PID         -  SY2165
 SY2165  STATE/COUNTY-  WA/KING
 SY2165  USGS QUAD   -  RENTON (1994)
 SY2165
 SY2165                         *CURRENT SURVEY CONTROL
 SY2165  ___________________________________________________________________
 SY2165* NAD 83(1991)-  47 27 32.78218(N)    122 09 12.81044(W)     ADJUSTED  
 SY2165* NAVD 88     -       137.3    (meters)     450.     (feet)  VERTCON   
 SY2165  ___________________________________________________________________
 SY2165  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 SY2165  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SY2165
 SY2165  HORZ ORDER  -  SECOND
 SY2165
 SY2165.The horizontal coordinates were established by classical geodetic methods
 SY2165.and adjusted by the National Geodetic Survey in December 1991..
 SY2165
 SY2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2165
 SY2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2165
 SY2165.The geoid height was determined by GEOID03.
 SY2165
 SY2165;                    North         East     Units Scale Factor Converg.
 SY2165;SPC WA N     -    51,898.420   400,456.414   MT  1.00000788   -0 58 58.6
 SY2165;SPC WA N     -   170,270.07  1,313,830.75   sFT  1.00000788   -0 58 58.6
 SY2165;UTM  10      - 5,256,532.192   563,797.705   MT  0.99965002   +0 37 25.2
 SY2165
 SY2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2165!SPC WA N     -   0.99998208  x   1.00000788  =   0.99998996
 SY2165!UTM  10      -   0.99998208  x   0.99965002  =   0.99963210
 SY2165
 SY2165:                Primary Azimuth Mark                     Grid Az
 SY2165:SPC WA N     -  KCWD NO 90 WATER TANK NO 2A              027 00 57.1
 SY2165:UTM  10      -  KCWD NO 90 WATER TANK NO 2A              025 24 33.3
 SY2165
 SY2165|---------------------------------------------------------------------|
 SY2165| PID    Reference Object                     Distance      Geod. Az  |
 SY2165|                                                           dddmmss.s |
 SY2165| SY2156 KCWD NO 90 WATER TANK NO 2A         APPROX. 3.7 KM 0260158.5 |
 SY2165| SY2138 RENTON DIST 90 TANK NO 2            APPROX. 3.7 KM 0260937.3 |
 SY2165|---------------------------------------------------------------------|
 SY2165
 SY2165                          SUPERSEDED SURVEY CONTROL
 SY2165
 SY2165  NAD 83(1986)-  47 27 32.77446(N)    122 09 12.81947(W) AD(       ) 2
 SY2165  NAD 27      -  47 27 33.41389(N)    122 09 08.38825(W) AD(       ) 2
 SY2165  NGVD 29 (07/19/86)  136.2    (m)          447.     (f) VERT ANG       
 SY2165
 SY2165.Superseded values are not recommended for survey control.
 SY2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2165.See file dsdata.txt to determine how the superseded data were derived.
 SY2165
 SY2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6379856532(NAD 83)
 SY2165_MARKER: Z = SEE DESCRIPTION
 SY2165_SETTING: 0 = UNSPECIFIED SETTING
 SY2165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2165
 SY2165  HISTORY     - Date     Condition        Report By
 SY2165  HISTORY     - 1970     MONUMENTED       WA-033
 SY2165
 SY2165                          STATION DESCRIPTION
 SY2165
 SY2165'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2165'LOCATION NOT GIVEN
 SY2165'
 SY2165'THIS POINT IS LOCATED 20 FT EAST OF THE CENTER OF A GRAVEL
 SY2165'ROAD WHICH IS APPARENTLY THE EXTENSION OF 140TH AVENUE S.E.  IT
 SY2165'IS APPROX. 0.2 MILE NORTH OF FAIRWOOD BLVD.  IT IS APPROX. 100
 SY2165'FT NORTH OF A GRAVEL PIT ACCESS ROAD.  IT IS 4 FT WEST OF A N-S
 SY2165'WOODEN FENCE.  IT IS 3.1 FT WEST OF A REFERENCE POST.  IT IS
 SY2165'145.0 FT E.N.E. OF THE N.E. LEG OF A STEEL TRANSMISSION LINE
 SY2165'TOWER.  (TOWER 2 OF MI. 41 OF LINE 1 OF THE MV-TAP-DJS 1.
 SY2165'
 SY2165'SURFACE MONUMENT--K.C.S. DISK SET IN CONC ON SURFACE
 SY2165'
 SY2165'SUB-SURFACE MONUMENT--CONC. MON. WITH TACK-IN-LEAD BURIED 2.5
 SY2165'FT.
 SY2165'
 SY2165'DISK STAMPED--EN-33, 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2166 ***********************************************************************
 SY2166  DESIGNATION -  EN 37 K CO 1970
 SY2166  PID         -  SY2166
 SY2166  STATE/COUNTY-  WA/KING
 SY2166  USGS QUAD   -  RENTON (1994)
 SY2166
 SY2166                         *CURRENT SURVEY CONTROL
 SY2166  ___________________________________________________________________
 SY2166* NAD 83(1991)-  47 27 28.91762(N)    122 09 16.46866(W)     ADJUSTED  
 SY2166* NAVD 88     -       137.3    (meters)     450.     (feet)  VERTCON   
 SY2166  ___________________________________________________________________
 SY2166  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 SY2166  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SY2166
 SY2166  HORZ ORDER  -  SECOND
 SY2166
 SY2166.The horizontal coordinates were established by classical geodetic methods
 SY2166.and adjusted by the National Geodetic Survey in December 1991..
 SY2166
 SY2166.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2166
 SY2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2166
 SY2166.The geoid height was determined by GEOID03.
 SY2166
 SY2166;                    North         East     Units Scale Factor Converg.
 SY2166;SPC WA N     -    51,780.401   400,377.754   MT  1.00000809   -0 59 01.3
 SY2166;SPC WA N     -   169,882.87  1,313,572.68   sFT  1.00000809   -0 59 01.3
 SY2166;UTM  10      - 5,256,412.057   563,722.412   MT  0.99964990   +0 37 22.5
 SY2166
 SY2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2166!SPC WA N     -   0.99998207  x   1.00000809  =   0.99999016
 SY2166!UTM  10      -   0.99998207  x   0.99964990  =   0.99963198
 SY2166
 SY2166|---------------------------------------------------------------------|
 SY2166| PID    Reference Object                     Distance      Geod. Az  |
 SY2166|                                                           dddmmss.s |
 SY2166| SY2165 EN 33 K CO 1970                     141.829 METERS 03242     |
 SY2166| SY2162 EN 38 K CO 1970                     322.679 METERS 08310     |
 SY2166|---------------------------------------------------------------------|
 SY2166
 SY2166                          SUPERSEDED SURVEY CONTROL
 SY2166
 SY2166  NAD 83(1986)-  47 27 28.90992(N)    122 09 16.47771(W) AD(       ) 2
 SY2166  NAD 27      -  47 27 29.54929(N)    122 09 12.04650(W) AD(       ) 2
 SY2166  NGVD 29 (07/19/86)  136.2    (m)          447.     (f) VERT ANG       
 SY2166
 SY2166.Superseded values are not recommended for survey control.
 SY2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2166.See file dsdata.txt to determine how the superseded data were derived.
 SY2166
 SY2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6372256412(NAD 83)
 SY2166_MARKER: Z = SEE DESCRIPTION
 SY2166_SETTING: 0 = UNSPECIFIED SETTING
 SY2166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2166
 SY2166  HISTORY     - Date     Condition        Report By
 SY2166  HISTORY     - 1970     MONUMENTED       WA-033
 SY2166
 SY2166                          STATION DESCRIPTION
 SY2166
 SY2166'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2166'THIS POINT IS LOCATED APPROX. 200 FT WEST OF 140TH
 SY2166'AVE. S.E.  IT IS LOCATED ON THE COV.-MPL. V.B.P.A. TRANSMISSION
 SY2166'LINE.  IT IS LOCATED UNDER TOWER 2 OF MILE 15 OF LINE 2 OF THE
 SY2166'COV.-MPL. V. LINE.  IT IS 5.7 FT WEST OF A 4 IN X 4 IN
 SY2166'REFERENCE POST.  IT IS 25.3 FT N.N.W. OF THE S.E. LEG OF THE
 SY2166'TOWER.  IT IS 23.5 FT N.N.E. OF THE S.W. LEG OF THE TOWER.
 SY2166'
 SY2166'SURFACE MONUMENT--K.C.S. DISK SET IN CONC ON SURFACE.
 SY2166'
 SY2166'SUB-SURFACE MONUMENT--THERE IS A CONC. MON. WITH TACK-IN-LEAD
 SY2166'2.5 FT BELOW SURFACE POINT.
 SY2166'
 SY2166'DISK STAMPED--EN-37, 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2162 ***********************************************************************
 SY2162  DESIGNATION -  EN 38 K CO 1970
 SY2162  PID         -  SY2162
 SY2162  STATE/COUNTY-  WA/KING
 SY2162  USGS QUAD   -  RENTON (1994)
 SY2162
 SY2162                         *CURRENT SURVEY CONTROL
 SY2162  ___________________________________________________________________
 SY2162* NAD 83(1991)-  47 27 30.16009(N)    122 09 01.17221(W)     ADJUSTED  
 SY2162* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 SY2162  ___________________________________________________________________
 SY2162  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 SY2162  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 SY2162
 SY2162  HORZ ORDER  -  SECOND
 SY2162
 SY2162.The horizontal coordinates were established by classical geodetic methods
 SY2162.and adjusted by the National Geodetic Survey in December 1991..
 SY2162
 SY2162.The orthometric height was scaled from a topographic map.
 SY2162
 SY2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2162
 SY2162.The geoid height was determined by GEOID03.
 SY2162
 SY2162;                    North         East     Units Scale Factor Converg.
 SY2162;SPC WA N     -    51,813.275   400,698.757   MT  1.00000802   -0 58 49.9
 SY2162;SPC WA N     -   169,990.72  1,314,625.84   sFT  1.00000802   -0 58 49.9
 SY2162;UTM  10      - 5,256,453.904   564,042.253   MT  0.99965040   +0 37 33.8
 SY2162
 SY2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2162!SPC WA N     -   0.99998242  x   1.00000802  =   0.99999044
 SY2162!UTM  10      -   0.99998242  x   0.99965040  =   0.99963283
 SY2162
 SY2162|---------------------------------------------------------------------|
 SY2162| PID    Reference Object                     Distance      Geod. Az  |
 SY2162|                                                           dddmmss.s |
 SY2162| SY2159 EN 39 K CO 1970                     330.401 METERS 08938     |
 SY2162| SY2166 EN 37 K CO 1970                     322.679 METERS 26310     |
 SY2162| SY2165 EN 33 K CO 1970                     256.863 METERS 28823     |
 SY2162|---------------------------------------------------------------------|
 SY2162
 SY2162                          SUPERSEDED SURVEY CONTROL
 SY2162
 SY2162  NAD 83(1986)-  47 27 30.15233(N)    122 09 01.18127(W) AD(       ) 2
 SY2162  NAD 27      -  47 27 30.79164(N)    122 08 56.75019(W) AD(       ) 2
 SY2162
 SY2162.Superseded values are not recommended for survey control.
 SY2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2162.See file dsdata.txt to determine how the superseded data were derived.
 SY2162
 SY2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6404256454(NAD 83)
 SY2162_MARKER: Z = SEE DESCRIPTION
 SY2162_SETTING: 0 = UNSPECIFIED SETTING
 SY2162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2162
 SY2162  HISTORY     - Date     Condition        Report By
 SY2162  HISTORY     - 1970     MONUMENTED       WA-033
 SY2162
 SY2162                          STATION DESCRIPTION
 SY2162
 SY2162'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2162'LOCATION NOT GIVEN.
 SY2162'
 SY2162'THIS POINT IS LOCATED APPROX.  100 FT EAST OF 140TH AVE. S.E.  IT
 SY2162'IS LOCATED ON THE B.P.A. RKY R - MP1.  V. TRANSMISSION LINE.  IT IS
 SY2162'LOCATED ON A LINE BETWEEN THE WEST LEGS OF TOWER 1 OF MILE 127
 SY2162'OF LINE 1 OF THE RKY R - MP1.  V. LINE.  IT IS APPROX.  30 FT
 SY2162'NORTH OF THE CENTER OF A DIRT ACCESS ROAD.  IT IS 6.7 FT SOUTH
 SY2162'OF THE N.W. LEG OF THE TOWER.  IT IS 8.2 FT NORTH OF THE S.W.
 SY2162'LEG OF THE TOWER.  IT IS 3.3 FT NORTH OF A 4 IN X 4 IN REFERENCE
 SY2162'POST.
 SY2162'
 SY2162'SURFACE MONUMENT--K.C.S. DISK SET IN CONC ON SURFACE.
 SY2162'
 SY2162'SUB-SURFACE MONUMENT--CONC. MON. WITH TACK-IN-LEAD 2.5 FT
 SY2162'BELOW SURFACE POINT.
 SY2162'
 SY2162'DISK STAMPED--EN-38, 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2159 ***********************************************************************
 SY2159  DESIGNATION -  EN 39 K CO 1970
 SY2159  PID         -  SY2159
 SY2159  STATE/COUNTY-  WA/KING
 SY2159  USGS QUAD   -  RENTON (1994)
 SY2159
 SY2159                         *CURRENT SURVEY CONTROL
 SY2159  ___________________________________________________________________
 SY2159* NAD 83(1991)-  47 27 30.22682(N)    122 08 45.39807(W)     ADJUSTED  
 SY2159* NAVD 88     -       135.4    (meters)     444.     (feet)  VERTCON   
 SY2159  ___________________________________________________________________
 SY2159  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 SY2159  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 SY2159
 SY2159  HORZ ORDER  -  SECOND
 SY2159
 SY2159.The horizontal coordinates were established by classical geodetic methods
 SY2159.and adjusted by the National Geodetic Survey in December 1991..
 SY2159
 SY2159.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2159
 SY2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2159
 SY2159.The geoid height was determined by GEOID03.
 SY2159
 SY2159;                    North         East     Units Scale Factor Converg.
 SY2159;SPC WA N     -    51,809.691   401,029.141   MT  1.00000802   -0 58 38.2
 SY2159;SPC WA N     -   169,978.96  1,315,709.77   sFT  1.00000802   -0 58 38.2
 SY2159;UTM  10      - 5,256,459.582   564,372.489   MT  0.99965092   +0 37 45.4
 SY2159
 SY2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2159!SPC WA N     -   0.99998237  x   1.00000802  =   0.99999039
 SY2159!UTM  10      -   0.99998237  x   0.99965092  =   0.99963330
 SY2159
 SY2159:                Primary Azimuth Mark                     Grid Az
 SY2159:SPC WA N     -  EN 40 K CO 1970                          097 57 50.3
 SY2159:UTM  10      -  EN 40 K CO 1970                          096 21 26.7
 SY2159
 SY2159|---------------------------------------------------------------------|
 SY2159| PID    Reference Object                     Distance      Geod. Az  |
 SY2159|                                                           dddmmss.s |
 SY2159| SY2158 EN 40 K CO 1970                     APPROX. 0.8 KM 0965912.1 |
 SY2159| SY2162 EN 38 K CO 1970                     330.401 METERS 26939     |
 SY2159|---------------------------------------------------------------------|
 SY2159
 SY2159                          SUPERSEDED SURVEY CONTROL
 SY2159
 SY2159  NAD 83(1986)-  47 27 30.21902(N)    122 08 45.40713(W) AD(       ) 2
 SY2159  NAD 27      -  47 27 30.85823(N)    122 08 40.97630(W) AD(       ) 2
 SY2159  NGVD 29 (07/19/86)  134.3    (m)          441.     (f) VERT ANG       
 SY2159
 SY2159.Superseded values are not recommended for survey control.
 SY2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2159.See file dsdata.txt to determine how the superseded data were derived.
 SY2159
 SY2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6437256460(NAD 83)
 SY2159_MARKER: Z = SEE DESCRIPTION
 SY2159_SETTING: 0 = UNSPECIFIED SETTING
 SY2159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2159
 SY2159  HISTORY     - Date     Condition        Report By
 SY2159  HISTORY     - 1970     MONUMENTED       WA-033
 SY2159
 SY2159                          STATION DESCRIPTION
 SY2159
 SY2159'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2159'THIS POINT IS LOCATED ON THE RKY. R.-MP1. V. B.P.A. TRANSMISSION
 SY2159'LINE.  IT IS APPROX. 0.  MI. EAST OF 140TH AVE. S.E.  IT IS
 SY2159'LOCATED UNDER TOWER 4 OF MILE 126 OF LINE 1 OF THE
 SY2159'RKY. R.-MP1. V. LINE.  IT IS 19 FT N.W.W. OF THE N.W. LEG OF THE
 SY2159'TOWER AND 19 FT S.W.W. OF THE S.W. LEG OF THE TOWER AND 77 FT
 SY2159'S.W. OF A REFERENCE POST.
 SY2159'
 SY2159'SURFACE MONUMENT--K.C.S. DISK SET IN CONC ON SURFACE.
 SY2159'SUB-SURFACE MONUMENT--THERE IS A CONC. MON. WITH TACK-IN-LEAD
 SY2159'2.5 FT BELOW SURFACE POINT.
 SY2159'
 SY2159'DISK STAMPED--EN-39, 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2158 ***********************************************************************
 SY2158  DESIGNATION -  EN 40 K CO 1970
 SY2158  PID         -  SY2158
 SY2158  STATE/COUNTY-  WA/KING
 SY2158  USGS QUAD   -  RENTON (1994)
 SY2158
 SY2158                         *CURRENT SURVEY CONTROL
 SY2158  ___________________________________________________________________
 SY2158* NAD 83(1991)-  47 27 27.25446(N)    122 08 09.65471(W)     ADJUSTED  
 SY2158* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 SY2158  ___________________________________________________________________
 SY2158  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 SY2158  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 SY2158
 SY2158  HORZ ORDER  -  SECOND
 SY2158
 SY2158.The horizontal coordinates were established by classical geodetic methods
 SY2158.and adjusted by the National Geodetic Survey in December 1991..
 SY2158
 SY2158.The orthometric height was scaled from a topographic map.
 SY2158
 SY2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2158
 SY2158.The geoid height was determined by GEOID03.
 SY2158
 SY2158;                    North         East     Units Scale Factor Converg.
 SY2158;SPC WA N     -    51,705.187   401,776.140   MT  1.00000818   -0 58 11.5
 SY2158;SPC WA N     -   169,636.10  1,318,160.55   sFT  1.00000818   -0 58 11.5
 SY2158;UTM  10      - 5,256,376.091   565,121.857   MT  0.99965212   +0 38 11.7
 SY2158
 SY2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2158!SPC WA N     -   0.99998054  x   1.00000818  =   0.99998872
 SY2158!UTM  10      -   0.99998054  x   0.99965212  =   0.99963266
 SY2158
 SY2158:                Primary Azimuth Mark                     Grid Az
 SY2158:SPC WA N     -  EN 41 K CO 1970                          100 38 51.3
 SY2158:UTM  10      -  EN 41 K CO 1970                          099 02 28.1
 SY2158
 SY2158|---------------------------------------------------------------------|
 SY2158| PID    Reference Object                     Distance      Geod. Az  |
 SY2158|                                                           dddmmss.s |
 SY2158| SY1923 EN 41 K CO 1970                     APPROX. 1.6 KM 0994039.8 |
 SY2158|---------------------------------------------------------------------|
 SY2158
 SY2158                          SUPERSEDED SURVEY CONTROL
 SY2158
 SY2158  NAD 83(1986)-  47 27 27.24655(N)    122 08 09.66369(W) AD(       ) 2
 SY2158  NAD 27      -  47 27 27.88550(N)    122 08 05.23369(W) AD(       ) 2
 SY2158
 SY2158.Superseded values are not recommended for survey control.
 SY2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2158.See file dsdata.txt to determine how the superseded data were derived.
 SY2158
 SY2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6512256376(NAD 83)
 SY2158_MARKER: Z = SEE DESCRIPTION
 SY2158_SETTING: 0 = UNSPECIFIED SETTING
 SY2158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2158
 SY2158  HISTORY     - Date     Condition        Report By
 SY2158  HISTORY     - 1970     MONUMENTED       WA-033
 SY2158
 SY2158                          STATION DESCRIPTION
 SY2158
 SY2158'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2158'THIS POINT IS LOCATED UNDER STEEL TOWER 2 OF MILE 14 OF LINE 2
 SY2158'OF THE B.P.A. COV.-MP1. V. POWER TRANSMISSION LINE NO. 2.  IT IS
 SY2158'12.8 FT N.E. OF THE S.W. LEG OF THE TOWER.  IT IS 12.0 FT
 SY2158'N.W. OF THE S.E. LEG OF THE TOWER.  IT IS 3.0 FT SOUTH OF A
 SY2158'4 IN X 4 IN REF. POST.  IT IS APPROX. 50.0 FT SOUTH OF THE MAIN
 SY2158'POWER LINE ACCESS ROAD.  THIS POINT IS BEST REACHED BY COMING
 SY2158'FROM THE EAST (GOING WESTERLY) ON THE POWERLINE DIRT ACCESS
 SY2158'ROAD.
 SY2158'
 SY2158'SURFACE MONUMENT--K.C.S. DISK SET IN CONC ON SURFACE.
 SY2158'
 SY2158'SUB-SURFACE MONUMENT--THERE IS CONC. MON. WITH TACK-IN-LEAD
 SY2158'2.5 FT BELOW SURFACE POINT.
 SY2158'
 SY2158'DISK STAMPED--EN-40, 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1923 ***********************************************************************
 SY1923  DESIGNATION -  EN 41 K CO 1970
 SY1923  PID         -  SY1923
 SY1923  STATE/COUNTY-  WA/KING
 SY1923  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1923
 SY1923                         *CURRENT SURVEY CONTROL
 SY1923  ___________________________________________________________________
 SY1923* NAD 83(1991)-  47 27 18.74215(N)    122 06 56.11619(W)     ADJUSTED  
 SY1923* NAVD 88     -       197.3    (meters)     647.     (feet)  VERTCON   
 SY1923  ___________________________________________________________________
 SY1923  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 SY1923  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SY1923
 SY1923  HORZ ORDER  -  SECOND
 SY1923
 SY1923.The horizontal coordinates were established by classical geodetic methods
 SY1923.and adjusted by the National Geodetic Survey in December 1991..
 SY1923
 SY1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1923
 SY1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1923
 SY1923.The geoid height was determined by GEOID03.
 SY1923
 SY1923;                    North         East     Units Scale Factor Converg.
 SY1923;SPC WA N     -    51,416.465   403,311.866   MT  1.00000866   -0 57 16.8
 SY1923;SPC WA N     -   168,688.85  1,323,199.01   sFT  1.00000866   -0 57 16.8
 SY1923;UTM  10      - 5,256,130.620   566,664.525   MT  0.99965461   +0 39 05.8
 SY1923
 SY1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1923!SPC WA N     -   0.99997266  x   1.00000866  =   0.99998132
 SY1923!UTM  10      -   0.99997266  x   0.99965461  =   0.99962728
 SY1923
 SY1923|---------------------------------------------------------------------|
 SY1923| PID    Reference Object                     Distance      Geod. Az  |
 SY1923|                                                           dddmmss.s |
 SY1923| SY1921 EN 42 K CO 1970                     349.437 METERS 10106     |
 SY1923| SY2149 RENTON DIST 58 TANK NO 1            APPROX. 5.6 KM 2753119.2 |
 SY1923| SY1886 INDIAN                              138.625 METERS 35958     |
 SY1923|---------------------------------------------------------------------|
 SY1923
 SY1923                          SUPERSEDED SURVEY CONTROL
 SY1923
 SY1923  NAD 83(1986)-  47 27 18.73401(N)    122 06 56.12511(W) AD(       ) 2
 SY1923  NAD 27      -  47 27 19.37246(N)    122 06 51.69708(W) AD(       ) 2
 SY1923  NGVD 29 (07/19/86)  196.2    (m)          644.     (f) VERT ANG       
 SY1923
 SY1923.Superseded values are not recommended for survey control.
 SY1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1923.See file dsdata.txt to determine how the superseded data were derived.
 SY1923
 SY1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6666556131(NAD 83)
 SY1923_MARKER: Z = SEE DESCRIPTION
 SY1923_SETTING: 0 = UNSPECIFIED SETTING
 SY1923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1923
 SY1923  HISTORY     - Date     Condition        Report By
 SY1923  HISTORY     - 1970     MONUMENTED       WA-033
 SY1923
 SY1923                          STATION DESCRIPTION
 SY1923
 SY1923'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY1923'APPROX.  LOCATION--5 MILES NW OF MAPLE VALLEY
 SY1923'
 SY1923'THIS POINT IS LOCATED UNDER STEEL TOWER NO. 2 OF LINE 1, OF
 SY1923'MILE 125 OF THE BONNEVILLE POWER ADMINISTRATION ROCKY REACH-MAPLE
 SY1923'VALLEY POWER TRANSMISSION LINE.  IT IS APPROX. 75 FT WEST OF
 SY1923'THE WEST SIDE OF THE TOP OF A DEEP RAVINE.  IT IS APPROX.  20 FT
 SY1923'WEST OF A DIRT ROAD RUNNING ALONG THE TOP OF THE WEST SIDE OF
 SY1923'THE RAVINE.  IT IS APPROX.  55 FT NORTH OF THE MAIN POWER
 SY1923'LINE SERVICE ROAD.  IT IS 8.5 FT NNW OF THE SE LEG OF THE
 SY1923'TOWER.  IT IS 11.8 FT NE OF THE SW LEG OF THE TOWER.  IT IS 4
 SY1923'FT NORTH OF A 4 IN X 4 IN REFERENCE POST.  THIS POINT IS BEST
 SY1923'REACHED FROM THE EAST (GO WESTERLY) ON THE POWER LINE DIRT
 SY1923'ACCESS ROAD.
 SY1923'
 SY1923'SURFACE MONUMENT--KCS DISC SET IN CONCRETE ON SURFACE
 SY1923'
 SY1923'SUB-SURFACE MONUMENT--THERE IS CONCRETE MONUMENT WITH TACK-IN-LEAD
 SY1923'2.5 FT BELOW THE SURFACE POINT.
 SY1923'
 SY1923'MONUMENT STAMPED EN-41 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1921 ***********************************************************************
 SY1921  DESIGNATION -  EN 42 K CO 1970
 SY1921  PID         -  SY1921
 SY1921  STATE/COUNTY-  WA/KING
 SY1921  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1921
 SY1921                         *CURRENT SURVEY CONTROL
 SY1921  ___________________________________________________________________
 SY1921* NAD 83(1991)-  47 27 16.56484(N)    122 06 39.74574(W)     ADJUSTED  
 SY1921* NAVD 88     -       195.3    (meters)     641.     (feet)  VERTCON   
 SY1921  ___________________________________________________________________
 SY1921  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 SY1921  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 SY1921
 SY1921  HORZ ORDER  -  SECOND
 SY1921
 SY1921.The horizontal coordinates were established by classical geodetic methods
 SY1921.and adjusted by the National Geodetic Survey in December 1991..
 SY1921
 SY1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1921
 SY1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1921
 SY1921.The geoid height was determined by GEOID03.
 SY1921
 SY1921;                    North         East     Units Scale Factor Converg.
 SY1921;SPC WA N     -    51,343.528   403,653.609   MT  1.00000878   -0 57 04.6
 SY1921;SPC WA N     -   168,449.56  1,324,320.22   sFT  1.00000878   -0 57 04.6
 SY1921;UTM  10      - 5,256,067.314   567,008.058   MT  0.99965518   +0 39 17.8
 SY1921
 SY1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1921!SPC WA N     -   0.99997297  x   1.00000878  =   0.99998175
 SY1921!UTM  10      -   0.99997297  x   0.99965518  =   0.99962816
 SY1921
 SY1921:                Primary Azimuth Mark                     Grid Az
 SY1921:SPC WA N     -  SQUAK MTN KING COUNTY RAD MAST           041 48 07.2
 SY1921:UTM  10      -  SQUAK MTN KING COUNTY RAD MAST           040 11 44.8
 SY1921
 SY1921|---------------------------------------------------------------------|
 SY1921| PID    Reference Object                     Distance      Geod. Az  |
 SY1921|                                                           dddmmss.s |
 SY1921| SY3572 SQUAK MTN KING COUNTY RAD MAST      APPROX. 7.3 KM 0405102.6 |
 SY1921| SY1923 EN 41 K CO 1970                     349.437 METERS 28106     |
 SY1921| SY2138 RENTON DIST 90 TANK NO 2            APPROX. 4.1 KM 3372725.4 |
 SY1921| SY2156 KCWD NO 90 WATER TANK NO 2A         APPROX. 4.1 KM 3373308.9 |
 SY1921|---------------------------------------------------------------------|
 SY1921
 SY1921                          SUPERSEDED SURVEY CONTROL
 SY1921
 SY1921  NAD 83(1986)-  47 27 16.55669(N)    122 06 39.75488(W) AD(       ) 2
 SY1921  NAD 27      -  47 27 17.19511(N)    122 06 35.32793(W) AD(       ) 2
 SY1921  NGVD 29 (07/19/86)  194.2    (m)          637.     (f) VERT ANG       
 SY1921
 SY1921.Superseded values are not recommended for survey control.
 SY1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1921.See file dsdata.txt to determine how the superseded data were derived.
 SY1921
 SY1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6700856067(NAD 83)
 SY1921_MARKER: Z = SEE DESCRIPTION
 SY1921_SETTING: 0 = UNSPECIFIED SETTING
 SY1921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1921
 SY1921  HISTORY     - Date     Condition        Report By
 SY1921  HISTORY     - 1970     MONUMENTED       WA-033
 SY1921
 SY1921                          STATION DESCRIPTION
 SY1921
 SY1921'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY1921'APPROX. LOCATION--5 MILES NW OF MAPLE VALLEY
 SY1921'
 SY1921'THIS POINT IS LOCATED UNDER STEEL TOWER NO. 1 OF MILE 125, OF
 SY1921'LINE 1 OF THE BONNEVILLE POWER ADMINISTRATION ROCKY
 SY1921'ROAD-MAPLE VALLEY POWER TRANSMISSION LINE.  IT IS 16.0 FT ESE
 SY1921'OF THE NW LEG OF THE STEEL TOWER.  IT IS 10.2 FT SSW OF THE NE
 SY1921'LEG OF THE TOWER.  IT IS 5.5 FT SW OF A 4 IN X 4 IN REFERENCE
 SY1921'POST.  IT IS APPROX. 60 FT EAST OF THE MAIN POWER LINE ACCESS
 SY1921'ROAD (THE MAIN ROAD IS RUNNING SW AT THIS POINT).  IT IS
 SY1921'APPROX. 18 FT SOUTH OF A SECONDARY ACCESS ROAD.  IT IS
 SY1921'APPROX.  85 FT EAST OF THE EAST SIDE OF THE TOP OF A DEEP
 SY1921'RAVINE.  THIS POINT IS BEST REACHED FROM THE EAST ON THE
 SY1921'MAIN POWER LINE ACCESS ROAD.
 SY1921'
 SY1921'SURFACE MONUMENT--KCS DISK SET IN CONCRETE ON SURFACE.
 SY1921'
 SY1921'SUB-SURFACE MONUMENT--THERE IS A CONCRETE MONUMENT WITH
 SY1921'TACK-IN-LEAD 2.5 FT BELOW SURFACE POINT.
 SY1921'
 SY1921'MONUMENT STAMPED EN-42 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2182 ***********************************************************************
 SY2182  DESIGNATION -  EN 44 K CO 1972
 SY2182  PID         -  SY2182
 SY2182  STATE/COUNTY-  WA/KING
 SY2182  USGS QUAD   -  RENTON (1994)
 SY2182
 SY2182                         *CURRENT SURVEY CONTROL
 SY2182  ___________________________________________________________________
 SY2182* NAD 83(1991)-  47 26 02.23823(N)    122 10 10.30138(W)     ADJUSTED  
 SY2182* NAVD 88     -       139.6    (meters)     458.     (feet)  VERTCON   
 SY2182  ___________________________________________________________________
 SY2182  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 SY2182  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 SY2182
 SY2182  HORZ ORDER  -  SECOND
 SY2182
 SY2182.The horizontal coordinates were established by classical geodetic methods
 SY2182.and adjusted by the National Geodetic Survey in December 1991..
 SY2182
 SY2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2182
 SY2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2182
 SY2182.The geoid height was determined by GEOID03.
 SY2182
 SY2182;                    North         East     Units Scale Factor Converg.
 SY2182;SPC WA N     -    49,123.306   399,203.885   MT  1.00001297   -0 59 41.4
 SY2182;SPC WA N     -   161,165.38  1,309,721.41   sFT  1.00001297   -0 59 41.4
 SY2182;UTM  10      - 5,253,724.069   562,623.896   MT  0.99964819   +0 36 42.0
 SY2182
 SY2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2182!SPC WA N     -   0.99998171  x   1.00001297  =   0.99999468
 SY2182!UTM  10      -   0.99998171  x   0.99964819  =   0.99962990
 SY2182
 SY2182|---------------------------------------------------------------------|
 SY2182| PID    Reference Object                     Distance      Geod. Az  |
 SY2182|                                                           dddmmss.s |
 SY2182| SY2178 EN 45 K CO 1972                     229.223 METERS 15931     |
 SY2182| SY2148 SNOW 2                              APPROX. 1.4 KM 2680502.3 |
 SY2182|---------------------------------------------------------------------|
 SY2182
 SY2182                          SUPERSEDED SURVEY CONTROL
 SY2182
 SY2182  NAD 83(1986)-  47 26 02.23058(N)    122 10 10.31089(W) AD(       ) 2
 SY2182  NAD 27      -  47 26 02.86970(N)    122 10 05.87985(W) AD(       ) 2
 SY2182  NGVD 29 (07/19/86)  138.5    (m)          454.     (f) VERT ANG       
 SY2182
 SY2182.Superseded values are not recommended for survey control.
 SY2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2182.See file dsdata.txt to determine how the superseded data were derived.
 SY2182
 SY2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6262453724(NAD 83)
 SY2182_MARKER: Z = SEE DESCRIPTION
 SY2182_SETTING: 0 = UNSPECIFIED SETTING
 SY2182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2182
 SY2182  HISTORY     - Date     Condition        Report By
 SY2182  HISTORY     - 1972     MONUMENTED       WA-033
 SY2182
 SY2182                          STATION DESCRIPTION
 SY2182
 SY2182'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2182'POINT IS LOCATED ON 129TH PL. S.E. ABOUT 200 FT SOUTH OF S.E. 188TH
 SY2182'PL. IN A PLAT CALLED BOULEVARD LANE.  POINT IS IN CENTER OF
 SY2182'SIDEWALK ON THE WEST SIDE OF THE STREET, 19 FT WEST OF CENTERLINE
 SY2182'OF 129TH PL. S.E.  POINT IS 67.0 FT S.E. OF THE N.E. CORNER OF
 SY2182'A HOUSE 18821 AND IS 55.8 FT N.E. OF A HOUSE 18827.  POINT IS
 SY2182'45.0 FT N.W. OF THE CENTERBOLT OF FIRE HYDRANT.  POINT IS ALSO
 SY2182'43.6 FT S.E. OF S.E. CORNER OF HOUSE 18821.
 SY2182'
 SY2182'SURFACE MONUMENT--STAND.  K.C.S. DISC SET IN CONC IN CENTER
 SY2182'OF CONC. SIDEWALK FLUSH.
 SY2182'
 SY2182'SUB-SURFACE MONUMENT--NONE
 SY2182'
 SY2182'DISK STAMPED--EN-44, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2178 ***********************************************************************
 SY2178  DESIGNATION -  EN 45 K CO 1972
 SY2178  PID         -  SY2178
 SY2178  STATE/COUNTY-  WA/KING
 SY2178  USGS QUAD   -  RENTON (1994)
 SY2178
 SY2178                         *CURRENT SURVEY CONTROL
 SY2178  ___________________________________________________________________
 SY2178* NAD 83(1991)-  47 25 55.28528(N)    122 10 06.47335(W)     ADJUSTED  
 SY2178* NAVD 88     -       136.2    (meters)     447.     (feet)  VERTCON   
 SY2178  ___________________________________________________________________
 SY2178  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 SY2178  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SY2178
 SY2178  HORZ ORDER  -  SECOND
 SY2178
 SY2178.The horizontal coordinates were established by classical geodetic methods
 SY2178.and adjusted by the National Geodetic Survey in December 1991..
 SY2178
 SY2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2178
 SY2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2178
 SY2178.The geoid height was determined by GEOID03.
 SY2178
 SY2178;                    North         East     Units Scale Factor Converg.
 SY2178;SPC WA N     -    48,907.215   399,280.365   MT  1.00001337   -0 59 38.5
 SY2178;SPC WA N     -   160,456.42  1,309,972.33   sFT  1.00001337   -0 59 38.5
 SY2178;UTM  10      - 5,253,510.284   562,706.374   MT  0.99964832   +0 36 44.7
 SY2178
 SY2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2178!SPC WA N     -   0.99998224  x   1.00001337  =   0.99999561
 SY2178!UTM  10      -   0.99998224  x   0.99964832  =   0.99963056
 SY2178
 SY2178                          SUPERSEDED SURVEY CONTROL
 SY2178
 SY2178  NAD 83(1986)-  47 25 55.27754(N)    122 10 06.48286(W) AD(       ) 2
 SY2178  NAD 27      -  47 25 55.91670(N)    122 10 02.05206(W) AD(       ) 2
 SY2178  NGVD 29 (07/19/86)  135.1    (m)          443.     (f) VERT ANG       
 SY2178
 SY2178.Superseded values are not recommended for survey control.
 SY2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2178.See file dsdata.txt to determine how the superseded data were derived.
 SY2178
 SY2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6270653510(NAD 83)
 SY2178_MARKER: Z = SEE DESCRIPTION
 SY2178_SETTING: 0 = UNSPECIFIED SETTING
 SY2178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2178
 SY2178  HISTORY     - Date     Condition        Report By
 SY2178  HISTORY     - 1972     MONUMENTED       WA-033
 SY2178
 SY2178                          STATION DESCRIPTION
 SY2178
 SY2178'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2178'POINT IS LOCATED ON N.E. CORNER OF THE INTERSECTION OF S.E. 190TH
 SY2178'PL. AND 129TH PL. S.E. IN A PLAT CALLED BOULEVARD LANE.  POINT
 SY2178'IS 47.8 FT S.W. OF S.W. CORNER OF A HOUSE 18914 - 129TH
 SY2178'PL. S.E.
 SY2178'
 SY2178'POINT IS 80.1 FT EAST OF THE S.E. CORNER OF A HOUSE 18915 129TH
 SY2178'PL. SE.
 SY2178'
 SY2178'POINT IS 118.8 FT N.E. OF THE S.E. CORNER OF A HOUSE AT 19001
 SY2178'129TH PL. SE.
 SY2178'
 SY2178'POINT IS 23.0 FT EAST OF CENTERLINE OF 129TH PL. S.E.
 SY2178'
 SY2178'POINT IS 25.0 FT NORTH OF CENTERLINE OF S.E. 190TH PLACE.
 SY2178'
 SY2178'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONC IN CENTER OF
 SY2178'CONC SIDEWALK FLUSH.
 SY2178'
 SY2178'NO SUB-SURFACE MONUMENT
 SY2178'
 SY2178'DISK STAMPED--EN-45, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2169 ***********************************************************************
 SY2169  DESIGNATION -  EN 46 K CO 1972
 SY2169  PID         -  SY2169
 SY2169  STATE/COUNTY-  WA/KING
 SY2169  USGS QUAD   -  RENTON (1994)
 SY2169
 SY2169                         *CURRENT SURVEY CONTROL
 SY2169  ___________________________________________________________________
 SY2169* NAD 83(1991)-  47 26 48.67464(N)    122 09 44.00542(W)     ADJUSTED  
 SY2169* NAVD 88     -       124.7    (meters)     409.     (feet)  VERTCON   
 SY2169  ___________________________________________________________________
 SY2169  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 SY2169  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 SY2169
 SY2169  HORZ ORDER  -  SECOND
 SY2169
 SY2169.The horizontal coordinates were established by classical geodetic methods
 SY2169.and adjusted by the National Geodetic Survey in December 1991..
 SY2169
 SY2169.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2169
 SY2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2169
 SY2169.The geoid height was determined by GEOID03.
 SY2169
 SY2169;                    North         East     Units Scale Factor Converg.
 SY2169;SPC WA N     -    50,547.672   399,779.605   MT  1.00001034   -0 59 21.8
 SY2169;SPC WA N     -   165,838.49  1,311,610.25   sFT  1.00001034   -0 59 21.8
 SY2169;UTM  10      - 5,255,163.492   563,159.262   MT  0.99964902   +0 37 01.8
 SY2169
 SY2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2169!SPC WA N     -   0.99998405  x   1.00001034  =   0.99999439
 SY2169!UTM  10      -   0.99998405  x   0.99964902  =   0.99963307
 SY2169
 SY2169|---------------------------------------------------------------------|
 SY2169| PID    Reference Object                     Distance      Geod. Az  |
 SY2169|                                                           dddmmss.s |
 SY2169| SY2168 EN 59 K CO 1973                     223.728 METERS 09302     |
 SY2169| SY2148 SNOW 2                              APPROX. 2.5 KM 2330818.8 |
 SY2169| SY2177 EN 47 K CO 1972                     359.789 METERS 24724     |
 SY2169|---------------------------------------------------------------------|
 SY2169
 SY2169                          SUPERSEDED SURVEY CONTROL
 SY2169
 SY2169  NAD 83(1986)-  47 26 48.66691(N)    122 09 44.01447(W) AD(       ) 2
 SY2169  NAD 27      -  47 26 49.30605(N)    122 09 39.58319(W) AD(       ) 2
 SY2169  NGVD 29 (07/19/86)  123.6    (m)          406.     (f) VERT ANG       
 SY2169
 SY2169.Superseded values are not recommended for survey control.
 SY2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2169.See file dsdata.txt to determine how the superseded data were derived.
 SY2169
 SY2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6315955163(NAD 83)
 SY2169_MARKER: Z = SEE DESCRIPTION
 SY2169_SETTING: 0 = UNSPECIFIED SETTING
 SY2169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2169
 SY2169  HISTORY     - Date     Condition        Report By
 SY2169  HISTORY     - 1972     MONUMENTED       WA-033
 SY2169  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY2169
 SY2169                          STATION DESCRIPTION
 SY2169
 SY2169'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2169'POINT IS LOCATED ON AN OLD ABANDONED ROADWAY ON NORTH SIDE OF THE
 SY2169'PETROVITSKY ROAD ABOUT 0.35 MILE EAST OF 129TH AVENUE S.E. NEAR
 SY2169'WEST END OF A LONG CURVE.
 SY2169'
 SY2169'POINT IS 82.5 FT EAST OF A TELEPHONE POLE SPIKE IN POLE UP 3 FT.
 SY2169'
 SY2169'POINT IS 38.0 FT NORTH OF CENTERLINE OF PETROVITSKI ROAD.
 SY2169'
 SY2169'POINT IS 3.3 FT NORTH OF REFERENCE POINT.
 SY2169'
 SY2169'POINT IS 62.8 FT S.W. OF A 20 IN COTTONWOOD SPIKE IN COTTONWOOD
 SY2169'UP 3 FT.
 SY2169'
 SY2169'SURFACE MONUMENT--STANDARD K.C.S. DISC SET IN CONC MON FLUSH
 SY2169'WITH SURFACE.
 SY2169'
 SY2169'SUB-SURFACE MONUMENT--STANDARD K.C.S. DISC SET IN CONC BURIED
 SY2169'3 FT BELOW SURFACE.
 SY2169'
 SY2169'DISK STAMPED--EN-46, 1972
 SY2169
 SY2169                          STATION RECOVERY (1988)
 SY2169
 SY2169'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY2169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2177 ***********************************************************************
 SY2177  DESIGNATION -  EN 47 K CO 1972
 SY2177  PID         -  SY2177
 SY2177  STATE/COUNTY-  WA/KING
 SY2177  USGS QUAD   -  RENTON (1994)
 SY2177
 SY2177                         *CURRENT SURVEY CONTROL
 SY2177  ___________________________________________________________________
 SY2177* NAD 83(1991)-  47 26 44.19801(N)    122 09 59.86050(W)     ADJUSTED  
 SY2177* NAVD 88     -       119.6    (meters)     392.     (feet)  VERTCON   
 SY2177  ___________________________________________________________________
 SY2177  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 SY2177  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 SY2177
 SY2177  HORZ ORDER  -  SECOND
 SY2177
 SY2177.The horizontal coordinates were established by classical geodetic methods
 SY2177.and adjusted by the National Geodetic Survey in December 1991..
 SY2177
 SY2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2177
 SY2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2177
 SY2177.The geoid height was determined by GEOID03.
 SY2177
 SY2177;                    North         East     Units Scale Factor Converg.
 SY2177;SPC WA N     -    50,415.183   399,445.094   MT  1.00001059   -0 59 33.6
 SY2177;SPC WA N     -   165,403.81  1,310,512.78   sFT  1.00001059   -0 59 33.6
 SY2177;UTM  10      - 5,255,021.729   562,828.717   MT  0.99964851   +0 36 50.1
 SY2177
 SY2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2177!SPC WA N     -   0.99998485  x   1.00001059  =   0.99999543
 SY2177!UTM  10      -   0.99998485  x   0.99964851  =   0.99963336
 SY2177
 SY2177|---------------------------------------------------------------------|
 SY2177| PID    Reference Object                     Distance      Geod. Az  |
 SY2177|                                                           dddmmss.s |
 SY2177| SY2169 EN 46 K CO 1972                     359.789 METERS 06724     |
 SY2177| SY2180 EN 92 K CO 1975                     185.384 METERS 27811     |
 SY2177|---------------------------------------------------------------------|
 SY2177
 SY2177                          SUPERSEDED SURVEY CONTROL
 SY2177
 SY2177  NAD 83(1986)-  47 26 44.19032(N)    122 09 59.86961(W) AD(       ) 2
 SY2177  NAD 27      -  47 26 44.82957(N)    122 09 55.43793(W) AD(       ) 2
 SY2177  NGVD 29 (07/19/86)  118.5    (m)          389.     (f) VERT ANG       
 SY2177
 SY2177.Superseded values are not recommended for survey control.
 SY2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2177.See file dsdata.txt to determine how the superseded data were derived.
 SY2177
 SY2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6282955022(NAD 83)
 SY2177_MARKER: Z = SEE DESCRIPTION
 SY2177_SETTING: 0 = UNSPECIFIED SETTING
 SY2177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2177
 SY2177  HISTORY     - Date     Condition        Report By
 SY2177  HISTORY     - 1972     MONUMENTED       WA-033
 SY2177  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY2177
 SY2177                          STATION DESCRIPTION
 SY2177
 SY2177'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2177'POINT IS LOCATED 15.0 FT SOUTH OF CENTERLINE OF THE PETROVITSKY
 SY2177'ROAD ABOUT 0.1 MILE EAST OF 129TH AVENUE S.E.  POINT IS 48.0 FT
 SY2177'EAST OF ENTRANCE TO A GRAVEL PIT.  POINT IS 97.3 FT S.W. OF A
 SY2177'SPIKE IN THE NORTH SIDE OF A POWER POLE AND 15.4 FT NORTH OF A
 SY2177'SPIKE IN THE EAST SIDE OF A POWER POLE.
 SY2177'
 SY2177'SURFACE MONUMENT--STANDARD K.C.S. DISK SET IN A CONC MON
 SY2177'BURIED 6 IN BELOW SURFACE.
 SY2177'
 SY2177'SUB-SURFACE MONUMENT--STANDARD K.C.S. DISK SET IN A CONC MON
 SY2177'BURIED 3.5 FT BELOW SURFACE.
 SY2177'
 SY2177'DISK STAMPED--EN-47, 1972
 SY2177
 SY2177                          STATION RECOVERY (1988)
 SY2177
 SY2177'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY2177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2264 ***********************************************************************
 SY2264  DESIGNATION -  EN 48 K CO 1972
 SY2264  PID         -  SY2264
 SY2264  STATE/COUNTY-  WA/KING
 SY2264  USGS QUAD   -  RENTON (1994)
 SY2264
 SY2264                         *CURRENT SURVEY CONTROL
 SY2264  ___________________________________________________________________
 SY2264* NAD 83(1991)-  47 26 05.23157(N)    122 11 49.05694(W)     ADJUSTED  
 SY2264* NAVD 88     -       147.9    (meters)     485.     (feet)  VERTCON   
 SY2264  ___________________________________________________________________
 SY2264  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 SY2264  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SY2264
 SY2264  HORZ ORDER  -  SECOND
 SY2264
 SY2264.The horizontal coordinates were established by classical geodetic methods
 SY2264.and adjusted by the National Geodetic Survey in December 1991..
 SY2264
 SY2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2264
 SY2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2264
 SY2264.The geoid height was determined by GEOID03.
 SY2264
 SY2264;                    North         East     Units Scale Factor Converg.
 SY2264;SPC WA N     -    49,252.035   397,136.392   MT  1.00001280   -1 00 54.9
 SY2264;SPC WA N     -   161,587.72  1,302,938.31   sFT  1.00001280   -1 00 54.9
 SY2264;UTM  10      - 5,253,794.756   560,554.364   MT  0.99964506   +0 35 29.3
 SY2264
 SY2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2264!SPC WA N     -   0.99998041  x   1.00001280  =   0.99999321
 SY2264!UTM  10      -   0.99998041  x   0.99964506  =   0.99962548
 SY2264
 SY2264:                Primary Azimuth Mark                     Grid Az
 SY2264:SPC WA N     -  RENTON DIST 58 TANK NO 2                 100 51 56.0
 SY2264:UTM  10      -  RENTON DIST 58 TANK NO 2                 099 15 31.8
 SY2264
 SY2264|---------------------------------------------------------------------|
 SY2264| PID    Reference Object                     Distance      Geod. Az  |
 SY2264|                                                           dddmmss.s |
 SY2264| SY2145 RENTON DIST 58 TANK NO 2            APPROX. 0.7 KM 0995101.1 |
 SY2264| SY2222 EN 49 K CO 1972                     297.702 METERS 18030     |
 SY2264|---------------------------------------------------------------------|
 SY2264
 SY2264                          SUPERSEDED SURVEY CONTROL
 SY2264
 SY2264  NAD 83(1986)-  47 26 05.22416(N)    122 11 49.06639(W) AD(       ) 2
 SY2264  NAD 27      -  47 26 05.86389(N)    122 11 44.63254(W) AD(       ) 2
 SY2264  NGVD 29 (07/19/86)  146.8    (m)          482.     (f) VERT ANG       
 SY2264
 SY2264.Superseded values are not recommended for survey control.
 SY2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2264.See file dsdata.txt to determine how the superseded data were derived.
 SY2264
 SY2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6055453795(NAD 83)
 SY2264_MARKER: Z = SEE DESCRIPTION
 SY2264_SETTING: 0 = UNSPECIFIED SETTING
 SY2264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2264
 SY2264  HISTORY     - Date     Condition        Report By
 SY2264  HISTORY     - 1972     MONUMENTED       WA-033
 SY2264
 SY2264                          STATION DESCRIPTION
 SY2264
 SY2264'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2264'NO LOCATION GIVEN
 SY2264'
 SY2264'POINT IS LOCATED 15.5 FT EAST OF CENTERLINE OF THE BENSON ROAD
 SY2264'(108TH AVE. S.E.) ABOUT 0.1 MILE SOUTH OF S.E. 186TH ST.
 SY2264'
 SY2264'POINT IS ON PROJECTED CENTERLINE OF A DRIVEWAY TO HOUSE 18647.
 SY2264'
 SY2264'POINT IS 39.6 FT N.E. OF A POWER POLE SPIKE IN POLE UP 3 FT.
 SY2264'
 SY2264'POINT IS 83.3 FT SOUTH OF A TELEPHONE POLE SPIKE IN POLE UP 3 FT.
 SY2264'
 SY2264'POINT IS 48.9 FT NORTH OF A TELEPHONE POLE SPIKE IN POLE UP 3 FT.
 SY2264'
 SY2264'POINT IS 4.7 FT WEST OF A REFERENCE POINT.
 SY2264'
 SY2264'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONC MON BURIED
 SY2264'6 IN BELOW SURFACE.
 SY2264'
 SY2264'SUB-SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONC BURIED
 SY2264'3.5 FT BELOW SURFACE.
 SY2264'
 SY2264'DISK STAMPED--EN-48, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2222 ***********************************************************************
 SY2222  DESIGNATION -  EN 49 K CO 1972
 SY2222  PID         -  SY2222
 SY2222  STATE/COUNTY-  WA/KING
 SY2222  USGS QUAD   -  RENTON (1994)
 SY2222
 SY2222                         *CURRENT SURVEY CONTROL
 SY2222  ___________________________________________________________________
 SY2222* NAD 83(1991)-  47 25 55.59233(N)    122 11 49.18239(W)     ADJUSTED  
 SY2222* NAVD 88     -       146.1    (meters)     479.     (feet)  VERTCON   
 SY2222  ___________________________________________________________________
 SY2222  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 SY2222  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SY2222
 SY2222  HORZ ORDER  -  SECOND
 SY2222
 SY2222.The horizontal coordinates were established by classical geodetic methods
 SY2222.and adjusted by the National Geodetic Survey in December 1991..
 SY2222
 SY2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2222
 SY2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2222
 SY2222.The geoid height was determined by GEOID03.
 SY2222
 SY2222;                    North         East     Units Scale Factor Converg.
 SY2222;SPC WA N     -    48,954.435   397,128.488   MT  1.00001336   -1 00 55.0
 SY2222;SPC WA N     -   160,611.34  1,302,912.38   sFT  1.00001336   -1 00 55.0
 SY2222;UTM  10      - 5,253,497.160   560,554.808   MT  0.99964506   +0 35 29.1
 SY2222
 SY2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2222!SPC WA N     -   0.99998069  x   1.00001336  =   0.99999405
 SY2222!UTM  10      -   0.99998069  x   0.99964506  =   0.99962576
 SY2222
 SY2222                          SUPERSEDED SURVEY CONTROL
 SY2222
 SY2222  NAD 83(1986)-  47 25 55.58498(N)    122 11 49.19196(W) AD(       ) 2
 SY2222  NAD 27      -  47 25 56.22463(N)    122 11 44.75820(W) AD(       ) 2
 SY2222  NGVD 29 (07/19/86)  145.0    (m)          476.     (f) VERT ANG       
 SY2222
 SY2222.Superseded values are not recommended for survey control.
 SY2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2222.See file dsdata.txt to determine how the superseded data were derived.
 SY2222
 SY2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6055553497(NAD 83)
 SY2222_MARKER: Z = SEE DESCRIPTION
 SY2222_SETTING: 0 = UNSPECIFIED SETTING
 SY2222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2222
 SY2222  HISTORY     - Date     Condition        Report By
 SY2222  HISTORY     - 1972     MONUMENTED       WA-033
 SY2222
 SY2222                          STATION DESCRIPTION
 SY2222
 SY2222'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2222'NO LOCATION GIVEN
 SY2222'
 SY2222'POINT IS LOCATED 14 FT EAST OF CENTERLINE OF THE BENSON ROAD AND
 SY2222'APPROX. 0.1 MILE NORTH OF S.E. 192ND ST.  POINT IS 10 FT SOUTH OF
 SY2222'CENTERLINE OF S.E. 190TH (DRIVEWAY) RUNNING N.E. OFF OF BENSON
 SY2222'ROAD AND 12 FT NORTH OF A DRIVEWAY TO APTS. RUNNING S.E. OFF OF
 SY2222'BENSON ROAD.  POINT IS 74.6 FT S.E. OF A SPIKE IN THE WEST SIDE
 SY2222'OF A POWER POLE.  POINT IS 19.6 FT WEST OF A SPIKE IN THE SOUTH
 SY2222'SIDE OF A 24 IN CEDAR TREE AND 73.8 FT N.E. OF A SPIKE IN THE
 SY2222'EAST SIDE OF A POWER POLE.
 SY2222'
 SY2222'SURFACE MONUMENT--K.C.S. DISC SET IN A CONC MON BURIED 6 IN BELOW
 SY2222'SURFACE.
 SY2222'
 SY2222'SUB-SURFACE MONUMENT--STAND. K.C.S. DISC SET IN A CONC MON BURIED
 SY2222'3.5 FT BELOW SURFACE.
 SY2222'
 SY2222'DISK STAMPED--EN-49, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2202 ***********************************************************************
 SY2202  DESIGNATION -  EN 5 K CO 1968
 SY2202  PID         -  SY2202
 SY2202  STATE/COUNTY-  WA/KING
 SY2202  USGS QUAD   -  RENTON (1994)
 SY2202
 SY2202                         *CURRENT SURVEY CONTROL
 SY2202  ___________________________________________________________________
 SY2202* NAD 83(1991)-  47 25 49.13956(N)    122 10 49.54198(W)     ADJUSTED  
 SY2202* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 SY2202  ___________________________________________________________________
 SY2202  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 SY2202  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SY2202
 SY2202  HORZ ORDER  -  SECOND
 SY2202
 SY2202.The horizontal coordinates were established by classical geodetic methods
 SY2202.and adjusted by the National Geodetic Survey in December 1991..
 SY2202
 SY2202.The orthometric height was scaled from a topographic map.
 SY2202
 SY2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2202
 SY2202.The geoid height was determined by GEOID03.
 SY2202
 SY2202;                    North         East     Units Scale Factor Converg.
 SY2202;SPC WA N     -    48,733.170   398,374.632   MT  1.00001373   -1 00 10.6
 SY2202;SPC WA N     -   159,885.41  1,307,000.77   sFT  1.00001373   -1 00 10.6
 SY2202;UTM  10      - 5,253,310.989   561,806.205   MT  0.99964694   +0 36 12.9
 SY2202
 SY2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2202!SPC WA N     -   0.99998037  x   1.00001373  =   0.99999410
 SY2202!UTM  10      -   0.99998037  x   0.99964694  =   0.99962732
 SY2202
 SY2202                          SUPERSEDED SURVEY CONTROL
 SY2202
 SY2202  NAD 83(1986)-  47 25 49.13195(N)    122 10 49.55395(W) AD(       ) 2
 SY2202  NAD 27      -  47 25 49.77145(N)    122 10 45.12152(W) AD(       ) 2
 SY2202
 SY2202.Superseded values are not recommended for survey control.
 SY2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2202.See file dsdata.txt to determine how the superseded data were derived.
 SY2202
 SY2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6180653311(NAD 83)
 SY2202_MARKER: Z = SEE DESCRIPTION
 SY2202_SETTING: 0 = UNSPECIFIED SETTING
 SY2202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2202
 SY2202  HISTORY     - Date     Condition        Report By
 SY2202  HISTORY     - 1968     MONUMENTED       WA-033
 SY2202
 SY2202                          STATION DESCRIPTION
 SY2202
 SY2202'DESCRIBED BY KING COUNTY WASHINGTON 1968
 SY2202'LOCATION NOT GIVEN
 SY2202'
 SY2202'THIS POINT IS LOCATED APPROX. 160 FT EAST AND 25 FT NORTH OF THE
 SY2202'INTERSECTION OF 120TH AVE. S.E. AND S.E. 192ND ST.
 SY2202'
 SY2202'THE POINT IS 4.5 FT SOUTH OF A REFERENCE POST.
 SY2202'
 SY2202'THE POINT IS 38.0 FT EAST OF A GRAVEL DRIVEWAY TO THE NORTH.
 SY2202'
 SY2202'THE POINT IS 5.0 FT SOUTH OF A FENCE POST.
 SY2202'
 SY2202'THE POINT IS 8.3 FT N.E. OF A RAILROAD SPIKE IN A UTILITY POLE.
 SY2202'
 SY2202'*THERE IS A CONC MON WITH TACK-IN-LEAD 3.0 FT BELOW THE SURFACE
 SY2202'POINT.
 SY2202'
 SY2202'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC FLUSH.
 SY2202'
 SY2202'DISK STAMPED--EN-5, 1968
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2260 ***********************************************************************
 SY2260  DESIGNATION -  EN 50 K CO 1972
 SY2260  PID         -  SY2260
 SY2260  STATE/COUNTY-  WA/KING
 SY2260  USGS QUAD   -  RENTON (1994)
 SY2260
 SY2260                         *CURRENT SURVEY CONTROL
 SY2260  ___________________________________________________________________
 SY2260* NAD 83(1991)-  47 26 49.08952(N)    122 10 53.01257(W)     ADJUSTED  
 SY2260* NAVD 88     -       129.4    (meters)     425.     (feet)  VERTCON   
 SY2260  ___________________________________________________________________
 SY2260  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 SY2260  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 SY2260
 SY2260  HORZ ORDER  -  SECOND
 SY2260
 SY2260.The horizontal coordinates were established by classical geodetic methods
 SY2260.and adjusted by the National Geodetic Survey in December 1991..
 SY2260
 SY2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2260
 SY2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2260
 SY2260.The geoid height was determined by GEOID03.
 SY2260
 SY2260;                    North         East     Units Scale Factor Converg.
 SY2260;SPC WA N     -    50,585.626   398,334.341   MT  1.00001031   -1 00 13.2
 SY2260;SPC WA N     -   165,963.01  1,306,868.58   sFT  1.00001031   -1 00 13.2
 SY2260;UTM  10      - 5,255,160.911   561,714.027   MT  0.99964680   +0 36 11.0
 SY2260
 SY2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2260!SPC WA N     -   0.99998331  x   1.00001031  =   0.99999362
 SY2260!UTM  10      -   0.99998331  x   0.99964680  =   0.99963012
 SY2260
 SY2260|---------------------------------------------------------------------|
 SY2260| PID    Reference Object                     Distance      Geod. Az  |
 SY2260|                                                           dddmmss.s |
 SY2260| SY2261 EN 50 K CO ECC                        3.914 METERS 25822     |
 SY2260| SY2149 RENTON DIST 58 TANK NO 1            APPROX. 1.6 KM 3380317.6 |
 SY2260| SY2205 EN 51 K CO 1972                     329.124 METERS 33917     |
 SY2260|---------------------------------------------------------------------|
 SY2260
 SY2260                          SUPERSEDED SURVEY CONTROL
 SY2260
 SY2260  NAD 83(1986)-  47 26 49.08200(N)    122 10 53.02185(W) AD(       ) 2
 SY2260  NAD 27      -  47 26 49.72185(N)    122 10 48.58881(W) AD(       ) 2
 SY2260  NGVD 29 (07/19/86)  128.3    (m)          421.     (f) VERT ANG       
 SY2260
 SY2260.Superseded values are not recommended for survey control.
 SY2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2260.See file dsdata.txt to determine how the superseded data were derived.
 SY2260
 SY2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6171455161(NAD 83)
 SY2260_MARKER: Z = SEE DESCRIPTION
 SY2260_SETTING: 0 = UNSPECIFIED SETTING
 SY2260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2260
 SY2260  HISTORY     - Date     Condition        Report By
 SY2260  HISTORY     - 1972     MONUMENTED       WA-033
 SY2260
 SY2260                          STATION DESCRIPTION
 SY2260
 SY2260'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2260'APPROX. LOCATION--2 MILES S.E. OF RENTON
 SY2260'
 SY2260'POINT IS LOCATED ON BONNEVILLE POWER ADMINISTRATION TRANSMISSION
 SY2260'LINE, 30.0 FT EAST OF CENTERLINE OF 120TH AVE. S.E. AND 0.1 MILE
 SY2260'NORTH OF PETROVITSKI ROAD.
 SY2260'
 SY2260'POINT IS 75.0 FT EAST OF N.E. LEG OF BONNEVILLE POWER ADMIN. TOWER
 SY2260'35-CS1.
 SY2260'
 SY2260'POINT IS 68.5 FT N.E. OF S.E. LEG OF BONNEVILLE POWER ADMIN. TOWER
 SY2260'35-CS1.
 SY2260'
 SY2260'POINT IS 48.9 FT S.W. OF N.W. LEG OF BONNEVILLE POWER ADMIN. TOWER
 SY2260'1-8-4.
 SY2260'
 SY2260'POINT IS 46.0 FT S.W. OF S.W. LEG OF BONNEVILLE POWER ADMIN.
 SY2260'TOWER.
 SY2260'
 SY2260'POINT IS 4.0 FT W. OF A REFERENCE POINT.
 SY2260'
 SY2260'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE MONUMENT
 SY2260'SET FLUSH WITH SURFACE.
 SY2260'
 SY2260'SUB-SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE BURIED
 SY2260'3 FT BELOW SURFACE.
 SY2260'
 SY2260'MONUMENT STAMPED EN-50 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2205 ***********************************************************************
 SY2205  DESIGNATION -  EN 51 K CO 1972
 SY2205  PID         -  SY2205
 SY2205  STATE/COUNTY-  WA/KING
 SY2205  USGS QUAD   -  RENTON (1994)
 SY2205
 SY2205                         *CURRENT SURVEY CONTROL
 SY2205  ___________________________________________________________________
 SY2205* NAD 83(1991)-  47 26 59.05695(N)    122 10 58.57230(W)     ADJUSTED  
 SY2205* NAVD 88     -       132.6    (meters)     435.     (feet)  VERTCON   
 SY2205  ___________________________________________________________________
 SY2205  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 SY2205  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 SY2205
 SY2205  HORZ ORDER  -  SECOND
 SY2205
 SY2205.The horizontal coordinates were established by classical geodetic methods
 SY2205.and adjusted by the National Geodetic Survey in December 1991..
 SY2205
 SY2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2205
 SY2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2205
 SY2205.The geoid height was determined by GEOID03.
 SY2205
 SY2205;                    North         East     Units Scale Factor Converg.
 SY2205;SPC WA N     -    50,895.449   398,223.281   MT  1.00000976   -1 00 17.3
 SY2205;SPC WA N     -   166,979.49  1,306,504.21   sFT  1.00000976   -1 00 17.3
 SY2205;UTM  10      - 5,255,467.387   561,594.366   MT  0.99964662   +0 36 07.0
 SY2205
 SY2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2205!SPC WA N     -   0.99998281  x   1.00000976  =   0.99999257
 SY2205!UTM  10      -   0.99998281  x   0.99964662  =   0.99962944
 SY2205
 SY2205|---------------------------------------------------------------------|
 SY2205| PID    Reference Object                     Distance      Geod. Az  |
 SY2205|                                                           dddmmss.s |
 SY2205| SY2260 EN 50 K CO 1972                     329.124 METERS 15916     |
 SY2205| SY2261 EN 50 K CO ECC                      328.529 METERS 15957     |
 SY2205| SY2149 RENTON DIST 58 TANK NO 1            APPROX. 1.2 KM 3374341.2 |
 SY2205|---------------------------------------------------------------------|
 SY2205
 SY2205                          SUPERSEDED SURVEY CONTROL
 SY2205
 SY2205  NAD 83(1986)-  47 26 59.04943(N)    122 10 58.58158(W) AD(       ) 2
 SY2205  NAD 27      -  47 26 59.68935(N)    122 10 54.14819(W) AD(       ) 2
 SY2205  NGVD 29 (07/19/86)  131.5    (m)          431.     (f) VERT ANG       
 SY2205
 SY2205.Superseded values are not recommended for survey control.
 SY2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2205.See file dsdata.txt to determine how the superseded data were derived.
 SY2205
 SY2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6159455467(NAD 83)
 SY2205_MARKER: Z = SEE DESCRIPTION
 SY2205_SETTING: 0 = UNSPECIFIED SETTING
 SY2205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2205
 SY2205  HISTORY     - Date     Condition        Report By
 SY2205  HISTORY     - 1972     MONUMENTED       WA-033
 SY2205
 SY2205                          STATION DESCRIPTION
 SY2205
 SY2205'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2205'APPROX. LOCATION--2 MILES S.E. OF RENTON
 SY2205'
 SY2205'POINT IS LOCATED ABOUT 0.15 MILE S.E. OF INTERSECTION OF
 SY2205'S.E. 168TH ST. AND 116TH AVE. S.E.  POINT IS 28.0 FT EAST OF
 SY2205'CENTERLINE OF 116TH AVE. S.E. AND 23.0 FT SOUTH OF CENTERLINE OF
 SY2205'S.E. 168TH ST.  POINT IS N.W., FROM N.E. CORNER OF BONNEVILLE
 SY2205'POWER ADMINISTRATION TOWER 36-CS 1, AND N.W. OF THE N.W. CORNER
 SY2205'OF THE SAME TOWER.  (CLOSEST TWO LEGS-DIRECTIONS NOT SURE).
 SY2205'
 SY2205'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN A CONCRETE MONUMENT
 SY2205'FLUSH WITH SURFACE.
 SY2205'
 SY2205'SUB-SURFACE MONUMENT--STAND. K.C.S. DISC SET IN A CONCRETE
 SY2205'MONUMENT BURIED 3 FT BELOW SURFACE.
 SY2205'
 SY2205'MONUMENT STAMPED EN-51 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2161 ***********************************************************************
 SY2161  DESIGNATION -  EN 52 K CO 1972
 SY2161  PID         -  SY2161
 SY2161  STATE/COUNTY-  WA/KING
 SY2161  USGS QUAD   -  RENTON (1994)
 SY2161
 SY2161                         *CURRENT SURVEY CONTROL
 SY2161  ___________________________________________________________________
 SY2161* NAD 83(1991)-  47 29 18.65203(N)    122 08 59.30996(W)     ADJUSTED  
 SY2161* NAVD 88     -       131.8    (meters)     432.     (feet)  VERTCON   
 SY2161  ___________________________________________________________________
 SY2161  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 SY2161  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SY2161
 SY2161  HORZ ORDER  -  SECOND
 SY2161
 SY2161.The horizontal coordinates were established by classical geodetic methods
 SY2161.and adjusted by the National Geodetic Survey in December 1991..
 SY2161
 SY2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2161
 SY2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2161
 SY2161.The geoid height was determined by GEOID03.
 SY2161
 SY2161;                    North         East     Units Scale Factor Converg.
 SY2161;SPC WA N     -    55,162.730   400,795.072   MT  1.00000216   -0 58 48.5
 SY2161;SPC WA N     -   180,979.72  1,314,941.83   sFT  1.00000216   -0 58 48.5
 SY2161;UTM  10      - 5,259,803.553   564,044.614   MT  0.99965041   +0 37 36.2
 SY2161
 SY2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2161!SPC WA N     -   0.99998295  x   1.00000216  =   0.99998511
 SY2161!UTM  10      -   0.99998295  x   0.99965041  =   0.99963337
 SY2161
 SY2161:                Primary Azimuth Mark                     Grid Az
 SY2161:SPC WA N     -  EN 74 K CO 1973                          270 50 21.7
 SY2161:UTM  10      -  EN 74 K CO 1973                          269 13 57.0
 SY2161
 SY2161|---------------------------------------------------------------------|
 SY2161| PID    Reference Object                     Distance      Geod. Az  |
 SY2161|                                                           dddmmss.s |
 SY2161| SY2173 EN 74 K CO 1973                     APPROX. 1.1 KM 2695133.2 |
 SY2161|---------------------------------------------------------------------|
 SY2161
 SY2161                          SUPERSEDED SURVEY CONTROL
 SY2161
 SY2161  NAD 83(1986)-  47 29 18.64426(N)    122 08 59.31850(W) AD(       ) 2
 SY2161  NAD 27      -  47 29 19.28399(N)    122 08 54.88676(W) AD(       ) 2
 SY2161  NGVD 29 (07/19/86)  130.7    (m)          429.     (f) VERT ANG       
 SY2161
 SY2161.Superseded values are not recommended for survey control.
 SY2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2161.See file dsdata.txt to determine how the superseded data were derived.
 SY2161
 SY2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6404559804(NAD 83)
 SY2161_MARKER: Z = SEE DESCRIPTION
 SY2161_SETTING: 0 = UNSPECIFIED SETTING
 SY2161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2161
 SY2161  HISTORY     - Date     Condition        Report By
 SY2161  HISTORY     - 1972     MONUMENTED       WA-033
 SY2161
 SY2161                          STATION DESCRIPTION
 SY2161
 SY2161'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2161'NO LOCATION GIVEN
 SY2161'
 SY2161'STATION IS SET IN NORTH ASPHALT SHOULDER (3 IN DOWN) OF S.E. 128TH
 SY2161'ST.  POINT IS 287 FT EAST AND 28 FT NORTH INTERSECTION 142ND
 SY2161'AVE. S.E. AND S.E. 128TH ST.
 SY2161'
 SY2161'POINT IS 47.9 FT E.S.E. OF SPIKE IN H.T.P. POLE.
 SY2161'
 SY2161'POINT IS 60.8 FT S.W. OF SPIKE IN TELEPHONE POLE.
 SY2161'
 SY2161'POINT IS 44.0 FT S.E. OF SOUTH SIDE OF CLUMP OF MAPLES.
 SY2161'
 SY2161'SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 3 IN DOWN.
 SY2161'
 SY2161'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 3.5 FT DOWN.
 SY2161'
 SY2161'DISK STAMPED--EN-52, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2258 ***********************************************************************
 SY2258  DESIGNATION -  EN 53 K CO 1972
 SY2258  PID         -  SY2258
 SY2258  STATE/COUNTY-  WA/KING
 SY2258  USGS QUAD   -  RENTON (1994)
 SY2258
 SY2258                         *CURRENT SURVEY CONTROL
 SY2258  ___________________________________________________________________
 SY2258* NAD 83(1991)-  47 29 17.92742(N)    122 08 34.57600(W)     ADJUSTED  
 SY2258* NAVD 88     -       138.5    (meters)     454.     (feet)  VERTCON   
 SY2258  ___________________________________________________________________
 SY2258  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 SY2258  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 SY2258
 SY2258  HORZ ORDER  -  SECOND
 SY2258
 SY2258.The horizontal coordinates were established by classical geodetic methods
 SY2258.and adjusted by the National Geodetic Survey in December 1991..
 SY2258
 SY2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2258
 SY2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2258
 SY2258.The geoid height was determined by GEOID03.
 SY2258
 SY2258;                    North         East     Units Scale Factor Converg.
 SY2258;SPC WA N     -    55,131.521   401,312.381   MT  1.00000220   -0 58 30.1
 SY2258;SPC WA N     -   180,877.33  1,316,639.04   sFT  1.00000220   -0 58 30.1
 SY2258;UTM  10      - 5,259,786.869   564,562.413   MT  0.99965122   +0 37 54.5
 SY2258
 SY2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2258!SPC WA N     -   0.99998190  x   1.00000220  =   0.99998410
 SY2258!UTM  10      -   0.99998190  x   0.99965122  =   0.99963313
 SY2258
 SY2258:                Primary Azimuth Mark                     Grid Az
 SY2258:SPC WA N     -  EN 52 K CO 1972                          273 27 08.7
 SY2258:UTM  10      -  EN 52 K CO 1972                          271 50 44.1
 SY2258
 SY2258|---------------------------------------------------------------------|
 SY2258| PID    Reference Object                     Distance      Geod. Az  |
 SY2258|                                                           dddmmss.s |
 SY2258| SY2161 EN 52 K CO 1972                     APPROX. 0.5 KM 2722838.6 |
 SY2258| SY2259 SEC COR 10 11 15 14                   9.583 METERS 32702     |
 SY2258|---------------------------------------------------------------------|
 SY2258
 SY2258                          SUPERSEDED SURVEY CONTROL
 SY2258
 SY2258  NAD 83(1986)-  47 29 17.91957(N)    122 08 34.58455(W) AD(       ) 2
 SY2258  NAD 27      -  47 29 18.55912(N)    122 08 30.15351(W) AD(       ) 2
 SY2258  NGVD 29 (07/19/86)  137.4    (m)          451.     (f) VERT ANG       
 SY2258
 SY2258.Superseded values are not recommended for survey control.
 SY2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2258.See file dsdata.txt to determine how the superseded data were derived.
 SY2258
 SY2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6456259787(NAD 83)
 SY2258_MARKER: Z = SEE DESCRIPTION
 SY2258_SETTING: 0 = UNSPECIFIED SETTING
 SY2258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2258
 SY2258  HISTORY     - Date     Condition        Report By
 SY2258  HISTORY     - 1972     MONUMENTED       WA-033
 SY2258
 SY2258                          STATION DESCRIPTION
 SY2258
 SY2258'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2258'NO LOCATION GIVEN
 SY2258'
 SY2258'STATION IS SET IN ASPHALT SHOULDER (3 IN DOWN) 26.2 FT SOUTH AND
 SY2258'16.5 FT EAST INTERSECTION S.E. 128TH AND 148TH AVE. S.E.
 SY2258'
 SY2258'POINT IS 17.7 FT N.W. OF SOUTH END 30 IN CONCRETE CULVERT.
 SY2258'
 SY2258'POINT IS 63.2 FT SOUTH OF SPIKE IN H.T.P. POLE.
 SY2258'
 SY2258'POINT IS 20.8 FT NORTH OF NORTH SIDE 12 IN CHERRY TREE.
 SY2258'
 SY2258'POINT IS 60.0 FT N.W. OF 22 IN MAPLE TREE.
 SY2258'
 SY2258'POINT IS 71.5 FT S.S.W. CENTER OF HYDRANT.
 SY2258'
 SY2258'SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON DOWN 3 IN.
 SY2258'
 SY2258'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 3.5 FT DOWN.
 SY2258'
 SY2258'DISK STAMPED--EN-53, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1922 ***********************************************************************
 SY1922  DESIGNATION -  EN 54 K CO 1972
 SY1922  PID         -  SY1922
 SY1922  STATE/COUNTY-  WA/KING
 SY1922  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1922
 SY1922                         *CURRENT SURVEY CONTROL
 SY1922  ___________________________________________________________________
 SY1922* NAD 83(1991)-  47 29 16.16006(N)    122 06 51.96453(W)     ADJUSTED  
 SY1922* NAVD 88     -       163.6    (meters)     537.     (feet)  VERTCON   
 SY1922  ___________________________________________________________________
 SY1922  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 SY1922  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 SY1922
 SY1922  HORZ ORDER  -  SECOND
 SY1922
 SY1922.The horizontal coordinates were established by classical geodetic methods
 SY1922.and adjusted by the National Geodetic Survey in December 1991..
 SY1922
 SY1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1922
 SY1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1922
 SY1922.The geoid height was determined by GEOID03.
 SY1922
 SY1922;                    North         East     Units Scale Factor Converg.
 SY1922;SPC WA N     -    55,040.792   403,459.181   MT  1.00000229   -0 57 13.7
 SY1922;SPC WA N     -   180,579.67  1,323,682.33   sFT  1.00000229   -0 57 13.7
 SY1922;UTM  10      - 5,259,756.380   566,710.162   MT  0.99965469   +0 39 10.1
 SY1922
 SY1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1922!SPC WA N     -   0.99997796  x   1.00000229  =   0.99998025
 SY1922!UTM  10      -   0.99997796  x   0.99965469  =   0.99963265
 SY1922
 SY1922:                Primary Azimuth Mark                     Grid Az
 SY1922:SPC WA N     -  RENTON DIST 90 TANK NO 2                 275 50 37.1
 SY1922:UTM  10      -  RENTON DIST 90 TANK NO 2                 274 14 13.3
 SY1922
 SY1922|---------------------------------------------------------------------|
 SY1922| PID    Reference Object                     Distance      Geod. Az  |
 SY1922|                                                           dddmmss.s |
 SY1922| SY2138 RENTON DIST 90 TANK NO 2            APPROX. 1.3 KM 2745323.4 |
 SY1922| SY2156 KCWD NO 90 WATER TANK NO 2A         APPROX. 1.3 KM 2754033.3 |
 SY1922|---------------------------------------------------------------------|
 SY1922
 SY1922                          SUPERSEDED SURVEY CONTROL
 SY1922
 SY1922  NAD 83(1986)-  47 29 16.15195(N)    122 06 51.97309(W) AD(       ) 2
 SY1922  NAD 27      -  47 29 16.79088(N)    122 06 47.54430(W) AD(       ) 2
 SY1922  NGVD 29 (07/19/86)  162.5    (m)          533.     (f) VERT ANG       
 SY1922
 SY1922.Superseded values are not recommended for survey control.
 SY1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1922.See file dsdata.txt to determine how the superseded data were derived.
 SY1922
 SY1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6671059756(NAD 83)
 SY1922_MARKER: Z = SEE DESCRIPTION
 SY1922_SETTING: 0 = UNSPECIFIED SETTING
 SY1922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1922
 SY1922  HISTORY     - Date     Condition        Report By
 SY1922  HISTORY     - 1972     MONUMENTED       WA-033
 SY1922
 SY1922                          STATION DESCRIPTION
 SY1922
 SY1922'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1922'NO LOCATION GIVEN
 SY1922'
 SY1922'POINT IS APPROX. 443 FT EAST AND 38 FT SOUTH (CONST.
 SY1922'CENTERLINE) OF INTERSECTION OF 169TH AVE. S.E. AND S.E. 128TH ST.
 SY1922'
 SY1922'NOTE--S.E. 128TH UNDER CONSTRUCTION AT THIS TIME.  SLOPE STAKE
 SY1922'NEAR MON INDICATES THE MON WILL BE DESTROYED WHEN FINAL BANK IS
 SY1922'CUT.
 SY1922'
 SY1922'POINT IS 13.5 FT NORTH E-W CENTERLINE GRAVEL DRIVEWAY.
 SY1922'
 SY1922'POINT IS 47.0 FT WEST N-S CENTERLINE GRAVEL DRIVEWAY.
 SY1922'
 SY1922'POINT IS 44.7 FT E.N.E. LATHE FENCE CORNER.
 SY1922'
 SY1922'POINT IS 52.5 FT N.E. EAST SIDE 10 IN CHERRY TREE.
 SY1922'
 SY1922'POINT IS 25.6 FT N.N.E. NORTH SIDE 10 IN APPLE TREE.
 SY1922'
 SY1922'SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON FLUSH.
 SY1922'
 SY1922'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 3 FT DOWN.
 SY1922'
 SY1922'DISK STAMPED--EN-54, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1927 ***********************************************************************
 SY1927  DESIGNATION -  EN 55 K CO 1972
 SY1927  PID         -  SY1927
 SY1927  STATE/COUNTY-  WA/KING
 SY1927  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1927
 SY1927                         *CURRENT SURVEY CONTROL
 SY1927  ___________________________________________________________________
 SY1927* NAD 83(1991)-  47 29 17.36256(N)    122 07 19.04551(W)     ADJUSTED  
 SY1927* NAVD 88     -       135.8    (meters)     446.     (feet)  VERTCON   
 SY1927  ___________________________________________________________________
 SY1927  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 SY1927  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 SY1927
 SY1927  HORZ ORDER  -  SECOND
 SY1927
 SY1927.The horizontal coordinates were established by classical geodetic methods
 SY1927.and adjusted by the National Geodetic Survey in December 1991..
 SY1927
 SY1927.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1927
 SY1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1927
 SY1927.The geoid height was determined by GEOID03.
 SY1927
 SY1927;                    North         East     Units Scale Factor Converg.
 SY1927;SPC WA N     -    55,087.389   402,892.978   MT  1.00000223   -0 57 33.9
 SY1927;SPC WA N     -   180,732.54  1,321,824.71   sFT  1.00000223   -0 57 33.9
 SY1927;UTM  10      - 5,259,787.073   566,143.073   MT  0.99965376   +0 38 50.1
 SY1927
 SY1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1927!SPC WA N     -   0.99998232  x   1.00000223  =   0.99998455
 SY1927!UTM  10      -   0.99998232  x   0.99965376  =   0.99963608
 SY1927
 SY1927:                Primary Azimuth Mark                     Grid Az
 SY1927:SPC WA N     -  EN 54 K CO 1972                          094 42 16.9
 SY1927:UTM  10      -  EN 54 K CO 1972                          093 05 52.9
 SY1927
 SY1927|---------------------------------------------------------------------|
 SY1927| PID    Reference Object                     Distance      Geod. Az  |
 SY1927|                                                           dddmmss.s |
 SY1927| SY1922 EN 54 K CO 1972                     APPROX. 0.6 KM 0934443.0 |
 SY1927| SY1928 SEC COR 11 12 14 13                  16.855 METERS 23659     |
 SY1927|---------------------------------------------------------------------|
 SY1927
 SY1927                          SUPERSEDED SURVEY CONTROL
 SY1927
 SY1927  NAD 83(1986)-  47 29 17.35451(N)    122 07 19.05410(W) AD(       ) 2
 SY1927  NAD 27      -  47 29 17.99358(N)    122 07 14.62454(W) AD(       ) 2
 SY1927  NGVD 29 (07/19/86)  134.7    (m)          442.     (f) VERT ANG       
 SY1927
 SY1927.Superseded values are not recommended for survey control.
 SY1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1927.See file dsdata.txt to determine how the superseded data were derived.
 SY1927
 SY1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6614359787(NAD 83)
 SY1927_MARKER: Z = SEE DESCRIPTION
 SY1927_SETTING: 0 = UNSPECIFIED SETTING
 SY1927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1927
 SY1927  HISTORY     - Date     Condition        Report By
 SY1927  HISTORY     - 1972     MONUMENTED       WA-033
 SY1927
 SY1927                          STATION DESCRIPTION
 SY1927
 SY1927'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1927'NO LOCATION GIVEN
 SY1927'
 SY1927'STATION SET IN ASPHALT STRIP AT S.W. CORNER OF ENCO GAS STATION
 SY1927'PROPERTY.  POINT IS 32 FT NORTH AND 63.5 FT EAST INTERSECTION OF
 SY1927'S.E. 128TH ST. AND 164TH AVE. S.E.
 SY1927'
 SY1927'POINT IS 13.6 FT SOUTH CENTER OF HYDRANT.
 SY1927'
 SY1927'POINT IS 25.0 FT E.S.E. OF SPIKE IN H.T.P. POLE.
 SY1927'
 SY1927'POINT IS 53.8 FT S.S.E. OF SPIKE IN UTILITY POLE.
 SY1927'
 SY1927'POINT IS 28.7 FT S.S.W. OF ENCO METAL SIGN STANDARD.
 SY1927'
 SY1927'SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON DOWN 2 IN.
 SY1927'
 SY1927'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONC MON 3 FT DOWN.
 SY1927'
 SY1927'DISK STAMPED--EN-55, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2266 ***********************************************************************
 SY2266  DESIGNATION -  EN 56 K CO 1972
 SY2266  PID         -  SY2266
 SY2266  STATE/COUNTY-  WA/KING
 SY2266  USGS QUAD   -  RENTON (1994)
 SY2266
 SY2266                         *CURRENT SURVEY CONTROL
 SY2266  ___________________________________________________________________
 SY2266* NAD 83(1991)-  47 29 17.30599(N)    122 13 39.02853(W)     ADJUSTED  
 SY2266* NAVD 88     -       118.1    (meters)     387.     (feet)  VERTCON   
 SY2266  ___________________________________________________________________
 SY2266  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 SY2266  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY2266
 SY2266  HORZ ORDER  -  SECOND
 SY2266
 SY2266.The horizontal coordinates were established by classical geodetic methods
 SY2266.and adjusted by the National Geodetic Survey in December 1991..
 SY2266
 SY2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2266
 SY2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2266
 SY2266.The geoid height was determined by GEOID03.
 SY2266
 SY2266;                    North         East     Units Scale Factor Converg.
 SY2266;SPC WA N     -    55,224.284   394,939.773   MT  1.00000223   -1 02 16.8
 SY2266;SPC WA N     -   181,181.67  1,295,731.57   sFT  1.00000223   -1 02 16.8
 SY2266;UTM  10      - 5,259,700.900   558,191.978   MT  0.99964161   +0 34 10.0
 SY2266
 SY2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2266!SPC WA N     -   0.99998511  x   1.00000223  =   0.99998734
 SY2266!UTM  10      -   0.99998511  x   0.99964161  =   0.99962673
 SY2266
 SY2266:                Primary Azimuth Mark                     Grid Az
 SY2266:SPC WA N     -  EM 35 K CO 1972                          272 46 01.1
 SY2266:UTM  10      -  EM 35 K CO 1972                          271 09 34.3
 SY2266
 SY2266|---------------------------------------------------------------------|
 SY2266| PID    Reference Object                     Distance      Geod. Az  |
 SY2266|                                                           dddmmss.s |
 SY2266| SY2253 EM 35 K CO 1972                     APPROX. 1.0 KM 2714344.3 |
 SY2266| SY2267 SEC COR 12 7 13 8                     5.186 METERS 30044     |
 SY2266|---------------------------------------------------------------------|
 SY2266
 SY2266                          SUPERSEDED SURVEY CONTROL
 SY2266
 SY2266  NAD 83(1986)-  47 29 17.29876(N)    122 13 39.03719(W) AD(       ) 2
 SY2266  NAD 27      -  47 29 17.94052(N)    122 13 34.59837(W) AD(       ) 2
 SY2266  NGVD 29 (07/19/86)  117.0    (m)          384.     (f) VERT ANG       
 SY2266
 SY2266.Superseded values are not recommended for survey control.
 SY2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2266.See file dsdata.txt to determine how the superseded data were derived.
 SY2266
 SY2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5819259701(NAD 83)
 SY2266_MARKER: Z = SEE DESCRIPTION
 SY2266_SETTING: 0 = UNSPECIFIED SETTING
 SY2266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2266
 SY2266  HISTORY     - Date     Condition        Report By
 SY2266  HISTORY     - 1972     MONUMENTED       WA-033
 SY2266
 SY2266                          STATION DESCRIPTION
 SY2266
 SY2266'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2266'APPROX. LOCATION--3/4 MILE NW OF RENTON
 SY2266'
 SY2266'POINT LOCATED SE OF THE INTERSECTIONS OF SO. 128TH ST. AND 84TH
 SY2266'AVE. SOUTH.
 SY2266'
 SY2266'POINT IS 14.0 FT NW OF A POWER POLE SPIKE IN POLE UP 3 FT.
 SY2266'
 SY2266'POINT IS 39.6 FT ENE OF A POWER POLE SPIKE IN POLE UP 3 FT.
 SY2266'
 SY2266'POINT IS 40.7 FT ENE OF A FIRE HYDRANT CENTER BOLT.
 SY2266'
 SY2266'POINT IS 74.1 FT ENE OF THE NE CORNER OF A HOUSE AT 12805 84TH
 SY2266'AVE. SO.
 SY2266'
 SY2266'POINT IS 9.0 FT SOUTH OF THE EXTENDED CENTERLINE OF SO. 128TH ST.
 SY2266'
 SY2266'POINT IS 14.0 FT EAST OF THE CENTERLINE OF 84TH AVE. SOUTH.
 SY2266'
 SY2266'POINT IS 9.1 FT WEST OF REFERENCE POINT.
 SY2266'
 SY2266'SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT BURIED
 SY2266'6 IN BELOW SURFACE.
 SY2266'
 SY2266'SUB-SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT
 SY2266'BURIED 3.5 FT BELOW SURFACE.
 SY2266'
 SY2266'MONUMENT STAMPED EN-56 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2163 ***********************************************************************
 SY2163  DESIGNATION -  EN 57 K CO 1973
 SY2163  PID         -  SY2163
 SY2163  STATE/COUNTY-  WA/KING
 SY2163  USGS QUAD   -  RENTON (1994)
 SY2163
 SY2163                         *CURRENT SURVEY CONTROL
 SY2163  ___________________________________________________________________
 SY2163* NAD 83(1991)-  47 26 41.13657(N)    122 09 01.50650(W)     ADJUSTED  
 SY2163* NAVD 88     -       152.8    (meters)     501.     (feet)  VERTCON   
 SY2163  ___________________________________________________________________
 SY2163  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 SY2163  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SY2163
 SY2163  HORZ ORDER  -  SECOND
 SY2163
 SY2163.The horizontal coordinates were established by classical geodetic methods
 SY2163.and adjusted by the National Geodetic Survey in December 1991..
 SY2163
 SY2163.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2163
 SY2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2163
 SY2163.The geoid height was determined by GEOID03.
 SY2163
 SY2163;                    North         East     Units Scale Factor Converg.
 SY2163;SPC WA N     -    50,299.598   400,665.845   MT  1.00001076   -0 58 50.1
 SY2163;SPC WA N     -   165,024.60  1,314,517.86   sFT  1.00001076   -0 58 50.1
 SY2163;UTM  10      - 5,254,940.442   564,051.787   MT  0.99965042   +0 37 33.0
 SY2163
 SY2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2163!SPC WA N     -   0.99997964  x   1.00001076  =   0.99999040
 SY2163!UTM  10      -   0.99997964  x   0.99965042  =   0.99963007
 SY2163
 SY2163:                Primary Azimuth Mark                     Grid Az
 SY2163:SPC WA N     -  DESIRE                                   114 07 40.7
 SY2163:UTM  10      -  DESIRE                                   112 31 17.6
 SY2163
 SY2163|---------------------------------------------------------------------|
 SY2163| PID    Reference Object                     Distance      Geod. Az  |
 SY2163|                                                           dddmmss.s |
 SY2163| SY1894 DESIRE                              APPROX. 2.6 KM 1130850.6 |
 SY2163| SY2160 EN 24 K CO 1970                     307.487 METERS 11412     |
 SY2163| SY2167 EN 58 K CO 1973                     409.521 METERS 2852052.1 |
 SY2163|---------------------------------------------------------------------|
 SY2163
 SY2163                          SUPERSEDED SURVEY CONTROL
 SY2163
 SY2163  NAD 83(1986)-  47 26 41.12877(N)    122 09 01.51585(W) AD(       ) 2
 SY2163  NAD 27      -  47 26 41.76749(N)    122 08 57.08535(W) AD(       ) 2
 SY2163  NGVD 29 (07/19/86)  151.7    (m)          498.     (f) VERT ANG       
 SY2163
 SY2163.Superseded values are not recommended for survey control.
 SY2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2163.See file dsdata.txt to determine how the superseded data were derived.
 SY2163
 SY2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6405254940(NAD 83)
 SY2163_MARKER: Z = SEE DESCRIPTION
 SY2163_SETTING: 0 = UNSPECIFIED SETTING
 SY2163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2163
 SY2163  HISTORY     - Date     Condition        Report By
 SY2163  HISTORY     - 1973     MONUMENTED       WA-033
 SY2163
 SY2163                          STATION DESCRIPTION
 SY2163
 SY2163'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2163'APPROX. LOCATION--1/2 MILE SE OF FAIRWOOD
 SY2163'
 SY2163'STATION IS SET FLUSH IN PLANTER STRIP BETWEEN CONC. CURB AND
 SY2163'CONC. WALK.  STATION IS 50 FT N AND 22 FT W OF INTERSECTION OF
 SY2163'PETROVITSKY RD. AND S.E. 176TH ST.
 SY2163'
 SY2163'POINT IS 24.2 FT SSE OF S FACE OF LIGHT STAND.
 SY2163'
 SY2163'POINT IS 4.8 FT NNE OF INTER. OF CURB AND WALK.
 SY2163'
 SY2163'POINT IS 95.2 FT SSW OF SW COR. OF TELE. BOOTH.
 SY2163'
 SY2163'SURFACE MONUMENT--STANDARD K.C.S. DISK SET IN CONC. FLUSH.
 SY2163'
 SY2163'SUB-SURFACE MONUMENT--NONE
 SY2163'
 SY2163'DISK STAMPED--EN-57 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2167 ***********************************************************************
 SY2167  DESIGNATION -  EN 58 K CO 1973
 SY2167  PID         -  SY2167
 SY2167  STATE/COUNTY-  WA/KING
 SY2167  USGS QUAD   -  RENTON (1994)
 SY2167
 SY2167                         *CURRENT SURVEY CONTROL
 SY2167  ___________________________________________________________________
 SY2167* NAD 83(1991)-  47 26 44.64585(N)    122 09 20.35661(W)     ADJUSTED  
 SY2167* NAVD 88     -       161.1    (meters)     529.     (feet)  VERTCON   
 SY2167  ___________________________________________________________________
 SY2167  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 SY2167  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SY2167
 SY2167  HORZ ORDER  -  SECOND
 SY2167
 SY2167.The horizontal coordinates were established by classical geodetic methods
 SY2167.and adjusted by the National Geodetic Survey in December 1991..
 SY2167
 SY2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2167
 SY2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2167
 SY2167.The geoid height was determined by GEOID03.
 SY2167
 SY2167;                    North         East     Units Scale Factor Converg.
 SY2167;SPC WA N     -    50,414.733   400,272.838   MT  1.00001056   -0 59 04.2
 SY2167;SPC WA N     -   165,402.34  1,313,228.47   sFT  1.00001056   -0 59 04.2
 SY2167;UTM  10      - 5,255,044.477   563,655.850   MT  0.99964980   +0 37 19.2
 SY2167
 SY2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2167!SPC WA N     -   0.99997834  x   1.00001056  =   0.99998890
 SY2167!UTM  10      -   0.99997834  x   0.99964980  =   0.99962815
 SY2167
 SY2167:                Primary Azimuth Mark                     Grid Az
 SY2167:SPC WA N     -  EN 57 K CO 1973                          106 19 42.4
 SY2167:UTM  10      -  EN 57 K CO 1973                          104 43 19.0
 SY2167
 SY2167|---------------------------------------------------------------------|
 SY2167| PID    Reference Object                     Distance      Geod. Az  |
 SY2167|                                                           dddmmss.s |
 SY2167| SY2163 EN 57 K CO 1973                     409.521 METERS 1052038.2 |
 SY2167| SY2168 EN 59 K CO 1973                     294.393 METERS 29229     |
 SY2167|---------------------------------------------------------------------|
 SY2167
 SY2167                          SUPERSEDED SURVEY CONTROL
 SY2167
 SY2167  NAD 83(1986)-  47 26 44.63808(N)    122 09 20.36584(W) AD(       ) 2
 SY2167  NAD 27      -  47 26 45.27696(N)    122 09 15.93494(W) AD(       ) 2
 SY2167  NGVD 29 (07/19/86)  160.0    (m)          525.     (f) VERT ANG       
 SY2167
 SY2167.Superseded values are not recommended for survey control.
 SY2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2167.See file dsdata.txt to determine how the superseded data were derived.
 SY2167
 SY2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6365655044(NAD 83)
 SY2167_MARKER: Z = SEE DESCRIPTION
 SY2167_SETTING: 0 = UNSPECIFIED SETTING
 SY2167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2167
 SY2167  HISTORY     - Date     Condition        Report By
 SY2167  HISTORY     - 1973     MONUMENTED       WA-033
 SY2167
 SY2167                          STATION DESCRIPTION
 SY2167
 SY2167'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2167'APPROX. LOCATION--SO. END OF FAIRWOOD.
 SY2167'
 SY2167'STATION IS SET FLUSH WITH TOP OF HIGH CUT BANK (20 FT + OR - ABOVE
 SY2167'ROADWAY) ON S SIDE OF PETROVITSKY RD.
 SY2167'
 SY2167'STATION IS APPROX. 0.1 MILE W OF INTERSECTION OF 140TH AVE. SE
 SY2167'AND PETROVITSKY RD.
 SY2167'
 SY2167'STATION IS ABOUT 3-1/2 FT S OF EDGE OF BANK.
 SY2167'
 SY2167'STATION APPROX. 45 FT + OR - S OF CENTER-LINE OF PETROVITSKY RD.
 SY2167'
 SY2167'POINT IS 8.1 FT E OF A REFERENCE POST.
 SY2167'
 SY2167'POINT IS 4.2 FT W OF A REFERENCE POST.
 SY2167'
 SY2167'THERE ARE NO TIES EXCEPT FOR REF. POSTS.
 SY2167'
 SY2167'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2167'
 SY2167'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. 3 FT DOWN.
 SY2167'
 SY2167'DISK STAMPED--EN-58 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2168 ***********************************************************************
 SY2168  DESIGNATION -  EN 59 K CO 1973
 SY2168  PID         -  SY2168
 SY2168  STATE/COUNTY-  WA/KING
 SY2168  USGS QUAD   -  RENTON (1994)
 SY2168
 SY2168                         *CURRENT SURVEY CONTROL
 SY2168  ___________________________________________________________________
 SY2168* NAD 83(1991)-  47 26 48.29016(N)    122 09 33.34127(W)     ADJUSTED  
 SY2168* NAVD 88     -       135.7    (meters)     445.     (feet)  VERTCON   
 SY2168  ___________________________________________________________________
 SY2168  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 SY2168  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 SY2168
 SY2168  HORZ ORDER  -  SECOND
 SY2168
 SY2168.The horizontal coordinates were established by classical geodetic methods
 SY2168.and adjusted by the National Geodetic Survey in December 1991..
 SY2168
 SY2168.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2168
 SY2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2168
 SY2168.The geoid height was determined by GEOID03.
 SY2168
 SY2168;                    North         East     Units Scale Factor Converg.
 SY2168;SPC WA N     -    50,531.946   400,002.782   MT  1.00001036   -0 59 13.8
 SY2168;SPC WA N     -   165,786.89  1,312,342.46   sFT  1.00001036   -0 59 13.8
 SY2168;UTM  10      - 5,255,154.033   563,382.712   MT  0.99964937   +0 37 09.7
 SY2168
 SY2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2168!SPC WA N     -   0.99998232  x   1.00001036  =   0.99999268
 SY2168!UTM  10      -   0.99998232  x   0.99964937  =   0.99963170
 SY2168
 SY2168                          SUPERSEDED SURVEY CONTROL
 SY2168
 SY2168  NAD 83(1986)-  47 26 48.28239(N)    122 09 33.35037(W) AD(       ) 2
 SY2168  NAD 27      -  47 26 48.92145(N)    122 09 28.91926(W) AD(       ) 2
 SY2168  NGVD 29 (07/19/86)  134.6    (m)          442.     (f) VERT ANG       
 SY2168
 SY2168.Superseded values are not recommended for survey control.
 SY2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2168.See file dsdata.txt to determine how the superseded data were derived.
 SY2168
 SY2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6338355154(NAD 83)
 SY2168_MARKER: Z = SEE DESCRIPTION
 SY2168_SETTING: 0 = UNSPECIFIED SETTING
 SY2168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2168
 SY2168  HISTORY     - Date     Condition        Report By
 SY2168  HISTORY     - 1973     MONUMENTED       WA-033
 SY2168
 SY2168                          STATION DESCRIPTION
 SY2168
 SY2168'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2168'APPROX. LOCATION--WSW OF FAIRWOOD.
 SY2168'
 SY2168'STATION BURIED IN N SHOULDER OF PETROVITSKY RD., APPROX. 0.25
 SY2168'MILES W OF 140TH AVE. S.E.
 SY2168'
 SY2168'STATION IS 19 FT N OF CENTER-LINE OF PETROVITSKY RD.
 SY2168'
 SY2168'POINT IS 69.5 FT ESE OF CENTER OF TELE. JUNCTION BOX.
 SY2168'
 SY2168'POINT IS 19.1 FT S OF SPIKE IN UTILITY POLE.
 SY2168'
 SY2168'POINT IS 22.8 FT S OF EW BOARD FENCE.
 SY2168'
 SY2168'POINT IS 12.0 FT S OF A REF. POST.
 SY2168'
 SY2168'SURFACE MONUMENT--SET K.C.S. DISK IN CONC. MONUMENT 6 IN DOWN.
 SY2168'
 SY2168'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONC. 3.5 FT DOWN.
 SY2168'
 SY2168'DISK STAMPED--EN-59 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2200 ***********************************************************************
 SY2200  DESIGNATION -  EN 6 K CO 1968
 SY2200  PID         -  SY2200
 SY2200  STATE/COUNTY-  WA/KING
 SY2200  USGS QUAD   -  RENTON (1994)
 SY2200
 SY2200                         *CURRENT SURVEY CONTROL
 SY2200  ___________________________________________________________________
 SY2200* NAD 83(1991)-  47 25 49.19459(N)    122 10 42.98511(W)     ADJUSTED  
 SY2200* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 SY2200  ___________________________________________________________________
 SY2200  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 SY2200  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SY2200
 SY2200  HORZ ORDER  -  SECOND
 SY2200
 SY2200.The horizontal coordinates were established by classical geodetic methods
 SY2200.and adjusted by the National Geodetic Survey in December 1991..
 SY2200
 SY2200.The orthometric height was scaled from a topographic map.
 SY2200
 SY2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2200
 SY2200.The geoid height was determined by GEOID03.
 SY2200
 SY2200;                    North         East     Units Scale Factor Converg.
 SY2200;SPC WA N     -    48,732.465   398,512.051   MT  1.00001372   -1 00 05.7
 SY2200;SPC WA N     -   159,883.10  1,307,451.62   sFT  1.00001372   -1 00 05.7
 SY2200;UTM  10      - 5,253,314.136   561,943.540   MT  0.99964715   +0 36 17.8
 SY2200
 SY2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2200!SPC WA N     -   0.99998116  x   1.00001372  =   0.99999488
 SY2200!UTM  10      -   0.99998116  x   0.99964715  =   0.99962831
 SY2200
 SY2200:                Primary Azimuth Mark                     Grid Az
 SY2200:SPC WA N     -  EN 7 K CO 1968                           090 38 25.2
 SY2200:UTM  10      -  EN 7 K CO 1968                           089 02 01.7
 SY2200
 SY2200|---------------------------------------------------------------------|
 SY2200| PID    Reference Object                     Distance      Geod. Az  |
 SY2200|                                                           dddmmss.s |
 SY2200| SY2176 EN 7 K CO 1968                      APPROX. 0.9 KM 0893819.5 |
 SY2200| SY2189 FN 8 K CO 1968                      294.609 METERS 09144     |
 SY2200| SY2202 EN 5 K CO 1968                      137.419 METERS 26918     |
 SY2200|---------------------------------------------------------------------|
 SY2200
 SY2200                          SUPERSEDED SURVEY CONTROL
 SY2200
 SY2200  NAD 83(1986)-  47 25 49.18698(N)    122 10 42.99465(W) AD(       ) 2
 SY2200  NAD 27      -  47 25 49.82642(N)    122 10 38.56294(W) AD(       ) 2
 SY2200
 SY2200.Superseded values are not recommended for survey control.
 SY2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2200.See file dsdata.txt to determine how the superseded data were derived.
 SY2200
 SY2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6194453314(NAD 83)
 SY2200_MARKER: Z = SEE DESCRIPTION
 SY2200_SETTING: 0 = UNSPECIFIED SETTING
 SY2200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2200
 SY2200  HISTORY     - Date     Condition        Report By
 SY2200  HISTORY     - 1968     MONUMENTED       WA-033
 SY2200
 SY2200                          STATION DESCRIPTION
 SY2200
 SY2200'DESCRIBED BY KING COUNTY WASHINGTON 1968
 SY2200'LOCATION NOT GIVEN
 SY2200'
 SY2200'THIS POINT IS LOCATED APPROX. 0.15 MILE WEST OF THE INTERSECTION
 SY2200'OF 124TH AVE. SO. AND SO. EAST 192ND ST.  THE POINT IS 26.5 FT
 SY2200'NORTH OF THE CENTER OF 192ND ST.
 SY2200'
 SY2200'THE POINT IS 3.5 FT SOUTH OF A REFERENCE POST.
 SY2200'
 SY2200'THE POINT IS 23.0 FT EAST OF THE CENTER OF A DRIVEWAY.
 SY2200'
 SY2200'THE POINT IS 8.8 FT S.E. OF A CORNER FENCE POST.
 SY2200'
 SY2200'THE POINT IS 71.6 FT N.E. OF A RAILROAD SPIKE IN A POWER POLE.
 SY2200'
 SY2200'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC FLUSH.
 SY2200'
 SY2200'SUB-SURFACE MONUMENT--THERE IS A CONC MON WITH TACK-IN-LEAD 3 FT
 SY2200'BELOW THE SURFACE POINT.
 SY2200'
 SY2200'DISK STAMPED--EN-6, 1968
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2239 ***********************************************************************
 SY2239  DESIGNATION -  EN 60 K CO 1973
 SY2239  PID         -  SY2239
 SY2239  STATE/COUNTY-  WA/KING
 SY2239  USGS QUAD   -  RENTON (1994)
 SY2239
 SY2239                         *CURRENT SURVEY CONTROL
 SY2239  ___________________________________________________________________
 SY2239* NAD 83(1991)-  47 28 52.04336(N)    122 13 13.21842(W)     ADJUSTED  
 SY2239* NAVD 88     -        47.7    (meters)     156.     (feet)  VERTCON   
 SY2239  ___________________________________________________________________
 SY2239  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 SY2239  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 SY2239
 SY2239  HORZ ORDER  -  SECOND
 SY2239
 SY2239.The horizontal coordinates were established by classical geodetic methods
 SY2239.and adjusted by the National Geodetic Survey in December 1991..
 SY2239
 SY2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2239
 SY2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2239
 SY2239.The geoid height was determined by GEOID03.
 SY2239
 SY2239;                    North         East     Units Scale Factor Converg.
 SY2239;SPC WA N     -    54,434.450   395,465.920   MT  1.00000357   -1 01 57.6
 SY2239;SPC WA N     -   178,590.36  1,297,457.77   sFT  1.00000357   -1 01 57.6
 SY2239;UTM  10      - 5,258,926.414   558,739.875   MT  0.99964240   +0 34 28.8
 SY2239
 SY2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2239!SPC WA N     -   0.99999614  x   1.00000357  =   0.99999971
 SY2239!UTM  10      -   0.99999614  x   0.99964240  =   0.99963854
 SY2239
 SY2239:                Primary Azimuth Mark                     Grid Az
 SY2239:SPC WA N     -  RENTON DIST 58 TANK NO 1                 135 58 11.5
 SY2239:UTM  10      -  RENTON DIST 58 TANK NO 1                 134 21 45.1
 SY2239
 SY2239|---------------------------------------------------------------------|
 SY2239| PID    Reference Object                     Distance      Geod. Az  |
 SY2239|                                                           dddmmss.s |
 SY2239| SY2149 RENTON DIST 58 TANK NO 1            APPROX. 3.3 KM 1345613.9 |
 SY2239| SY2389 CHARLIE                             APPROX.12.0 KM 2043411.0 |
 SY2239| SY2374 KING COUNTY WATER DISTRICT 75 LARGE APPROX. 9.7 KM 2143717.5 |
 SY2239| SY2365 KING COUNTY WATER DISTRICT 75 SMALL APPROX. 9.7 KM 2144952.2 |
 SY2239|---------------------------------------------------------------------|
 SY2239
 SY2239                          SUPERSEDED SURVEY CONTROL
 SY2239
 SY2239  NAD 83(1986)-  47 28 52.03632(N)    122 13 13.22676(W) AD(       ) 2
 SY2239  NAD 27      -  47 28 52.67766(N)    122 13 08.78842(W) AD(       ) 2
 SY2239  NGVD 29 (07/19/86)   46.6    (m)          153.     (f) VERT ANG       
 SY2239
 SY2239.Superseded values are not recommended for survey control.
 SY2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2239.See file dsdata.txt to determine how the superseded data were derived.
 SY2239
 SY2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5874058926(NAD 83)
 SY2239_MARKER: Z = SEE DESCRIPTION
 SY2239_SETTING: 0 = UNSPECIFIED SETTING
 SY2239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2239
 SY2239  HISTORY     - Date     Condition        Report By
 SY2239  HISTORY     - 1973     MONUMENTED       WA-033
 SY2239
 SY2239                          STATION DESCRIPTION
 SY2239
 SY2239'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2239'CITY OF RENTON
 SY2239'
 SY2239'POINT IS LOCATED ON S SIDE OF SEATTLE WATER DEPT. R/W, 300 FT
 SY2239'W OF HARDIE AVE. S.W. AND 500 FT N OF LANGSTON RD.  A POWER LINE
 SY2239'RUNNING NORTHWESTERLY LAYS 100 FT + OR - TO THE SW.  RANIER
 SY2239'AVE. SO. LAYS 600 FT + OR - TO THE EAST.  A SEARS DEPT. STORE
 SY2239'BUILDING LAYS 1000 FT + OR - TO THE SO.
 SY2239'
 SY2239'POINT IS 15.5 FT SW FROM THE E END OF SEATTLE WATER R/W WOOD
 SY2239'FENCE.
 SY2239'
 SY2239'POINT IS 4.0 FT S FROM THE S END OF A SILVER FENCE.
 SY2239'
 SY2239'POINT IS 112.0 FT E OF A 4 IN WATER LINE STAND PIPE.
 SY2239'
 SY2239'POINT IS 5.7 FT W OF A REF. POST.
 SY2239'
 SY2239'SURFACE MONUMENT--STAND. K.C.S. DISK SET FLUSH IN CONC.
 SY2239'
 SY2239'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. 3 FT DOWN.
 SY2239'
 SY2239'DISK STAMPED--EN-60 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2233 ***********************************************************************
 SY2233  DESIGNATION -  EN 61 K CO 1973
 SY2233  PID         -  SY2233
 SY2233  STATE/COUNTY-  WA/KING
 SY2233  USGS QUAD   -  RENTON (1994)
 SY2233
 SY2233                         *CURRENT SURVEY CONTROL
 SY2233  ___________________________________________________________________
 SY2233* NAD 83(1991)-  47 28 29.92248(N)    122 12 52.76046(W)     ADJUSTED  
 SY2233* NAVD 88     -         8.7    (meters)      29.     (feet)  VERTCON   
 SY2233  ___________________________________________________________________
 SY2233  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 SY2233  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 SY2233
 SY2233  HORZ ORDER  -  SECOND
 SY2233
 SY2233.The horizontal coordinates were established by classical geodetic methods
 SY2233.and adjusted by the National Geodetic Survey in December 1991..
 SY2233
 SY2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2233
 SY2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2233
 SY2233.The geoid height was determined by GEOID03.
 SY2233
 SY2233;                    North         East     Units Scale Factor Converg.
 SY2233;SPC WA N     -    53,743.686   395,881.904   MT  1.00000476   -1 01 42.3
 SY2233;SPC WA N     -   176,324.08  1,298,822.55   sFT  1.00000476   -1 01 42.3
 SY2233;UTM  10      - 5,258,247.836   559,174.913   MT  0.99964303   +0 34 43.7
 SY2233
 SY2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2233!SPC WA N     -   1.00000225  x   1.00000476  =   1.00000701
 SY2233!UTM  10      -   1.00000225  x   0.99964303  =   0.99964528
 SY2233
 SY2233|---------------------------------------------------------------------|
 SY2233| PID    Reference Object                     Distance      Geod. Az  |
 SY2233|                                                           dddmmss.s |
 SY2233| SY2236 EN 87 K CO 1973                     212.263 METERS 22331     |
 SY2233| SY2382 KING CO WATER DIST 75 BOW LAKE STAN APPROX. 6.0 KM 2355432.2 |
 SY2233| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 2.5 KM 3071946.1 |
 SY2233|---------------------------------------------------------------------|
 SY2233
 SY2233                          SUPERSEDED SURVEY CONTROL
 SY2233
 SY2233  NAD 83(1986)-  47 28 29.91539(N)    122 12 52.76895(W) AD(       ) 2
 SY2233  NAD 27      -  47 28 30.55676(N)    122 12 48.33148(W) AD(       ) 2
 SY2233  NGVD 29 (07/19/86)    7.6    (m)           25.     (f) VERT ANG       
 SY2233
 SY2233.Superseded values are not recommended for survey control.
 SY2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2233.See file dsdata.txt to determine how the superseded data were derived.
 SY2233
 SY2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5917558248(NAD 83)
 SY2233_MARKER: Z = SEE DESCRIPTION
 SY2233_SETTING: 0 = UNSPECIFIED SETTING
 SY2233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2233
 SY2233  HISTORY     - Date     Condition        Report By
 SY2233  HISTORY     - 1973     MONUMENTED       WA-033
 SY2233  HISTORY     - 1988     GOOD             USPSQD
 SY2233
 SY2233                          STATION DESCRIPTION
 SY2233
 SY2233'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2233'CITY OF RENTON
 SY2233'
 SY2233'STATION IS SET FLUSH IN CONC. WALK, APPROX. 500 FT + OR - NNE OF
 SY2233'S.W. 7TH ST. AND 48.5 FT ESE OF CENTER-LINE OF RAINIER AVE. S.
 SY2233'
 SY2233'STATION IS APPROX. 300 FT S OF RAILROAD BRIDGE X-ING RAINIER
 SY2233'AVE. S.
 SY2233'
 SY2233'POINT IS 24.0 FT N OF CENTER-LINE OF CONC. ENTRANCE TO BURGER
 SY2233'CHEF RESTAURANT.
 SY2233'
 SY2233'POINT IS 1.4 FT E OF W EDGE OF CONC. WALK.
 SY2233'
 SY2233'POINT IS 4.6 FT W OF E EDGE OF CONC. WALK.
 SY2233'
 SY2233'POINT IS 21.1 FT SSE OF S FACE OF LIGHT STAND.
 SY2233'
 SY2233'POINT IS 88.0 FT W OF S.W. CORNER OF BUR. CHEF BLDG.
 SY2233'
 SY2233'POINT IS 94.0 FT WSW OF NW CORNER OF REST. BLDG.
 SY2233'
 SY2233'SURFACE MONUMENT--STANDARD K.C.S. DISK SET FLUSH IN CONC. WALK.
 SY2233'
 SY2233'SUB-SURFACE MONUMENT--NONE
 SY2233'
 SY2233'DISK STAMPED--EN-61 1973
 SY2233
 SY2233                          STATION RECOVERY (1988)
 SY2233
 SY2233'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY2233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2230 ***********************************************************************
 SY2230  DESIGNATION -  EN 62 K CO 1973
 SY2230  PID         -  SY2230
 SY2230  STATE/COUNTY-  WA/KING
 SY2230  USGS QUAD   -  RENTON (1994)
 SY2230
 SY2230                         *CURRENT SURVEY CONTROL
 SY2230  ___________________________________________________________________
 SY2230* NAD 83(1991)-  47 28 19.80470(N)    122 12 36.81613(W)     ADJUSTED  
 SY2230* NAVD 88     -         8.9    (meters)      29.     (feet)  VERTCON   
 SY2230  ___________________________________________________________________
 SY2230  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 SY2230  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 SY2230
 SY2230  HORZ ORDER  -  SECOND
 SY2230
 SY2230.The horizontal coordinates were established by classical geodetic methods
 SY2230.and adjusted by the National Geodetic Survey in December 1991..
 SY2230
 SY2230.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2230
 SY2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2230
 SY2230.The geoid height was determined by GEOID03.
 SY2230
 SY2230;                    North         East     Units Scale Factor Converg.
 SY2230;SPC WA N     -    53,425.281   396,210.115   MT  1.00000531   -1 01 30.5
 SY2230;SPC WA N     -   175,279.44  1,299,899.35   sFT  1.00000531   -1 01 30.5
 SY2230;UTM  10      - 5,257,938.873   559,511.804   MT  0.99964352   +0 34 55.3
 SY2230
 SY2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2230!SPC WA N     -   1.00000221  x   1.00000531  =   1.00000752
 SY2230!UTM  10      -   1.00000221  x   0.99964352  =   0.99964573
 SY2230
 SY2230|---------------------------------------------------------------------|
 SY2230| PID    Reference Object                     Distance      Geod. Az  |
 SY2230|                                                           dddmmss.s |
 SY2230| SY2228 EN 63 K CO 1973                     322.867 METERS 05349     |
 SY2230| SY2387 TOWNSEND                            APPROX. 5.8 KM 2511555.9 |
 SY2230| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 2.9 KM 3081342.3 |
 SY2230|---------------------------------------------------------------------|
 SY2230
 SY2230                          SUPERSEDED SURVEY CONTROL
 SY2230
 SY2230  NAD 83(1986)-  47 28 19.79773(N)    122 12 36.82427(W) AD(       ) 2
 SY2230  NAD 27      -  47 28 20.43881(N)    122 12 32.38742(W) AD(       ) 2
 SY2230  NGVD 29 (07/19/86)    7.8    (m)           26.     (f) VERT ANG       
 SY2230
 SY2230.Superseded values are not recommended for survey control.
 SY2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2230.See file dsdata.txt to determine how the superseded data were derived.
 SY2230
 SY2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5951257939(NAD 83)
 SY2230_MARKER: Z = SEE DESCRIPTION
 SY2230_SETTING: 0 = UNSPECIFIED SETTING
 SY2230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2230
 SY2230  HISTORY     - Date     Condition        Report By
 SY2230  HISTORY     - 1973     MONUMENTED       WA-033
 SY2230  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY2230
 SY2230                          STATION DESCRIPTION
 SY2230
 SY2230'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2230'CITY OF RENTON
 SY2230'
 SY2230'STATION IS BURIED IN PLANTER AREA, APPROX. 400 FT WEST OF TALBOT
 SY2230'RD. SO. AND 53 FT SSE OF CENTER-LINE OF S. GRADY WAY.
 SY2230'
 SY2230'POINT IS 62.4 FT E OF E FACE OF LIGHT STANDARD.
 SY2230'
 SY2230'POINT IS 4.4 FT SSE OF S EDGE OF CONC. WALK.
 SY2230'
 SY2230'POINT IS 69.1 FT WSW OF N LEG OF STEEL TRANS POLE.
 SY2230'
 SY2230'POINT IS 65.7 FT W OF S LEG OF STEEL TRANS POLE.
 SY2230'
 SY2230'POINT IS 9.3 FT NNW FROM A REF. POST.
 SY2230'
 SY2230'SURFACE MONUMENT--STANDARD K.C.S. DISK IN CONC. MON. 4 IN DOWN.
 SY2230'
 SY2230'SUB-SURFACE MONUMENT--STANDARD K.C.S. DISK 3.0 FT DOWN IN
 SY2230'CONC. MON.
 SY2230'
 SY2230'DISK STAMPED--EN-62 1973
 SY2230
 SY2230                          STATION RECOVERY (1988)
 SY2230
 SY2230'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY2230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2228 ***********************************************************************
 SY2228  DESIGNATION -  EN 63 K CO 1973
 SY2228  PID         -  SY2228
 SY2228  STATE/COUNTY-  WA/KING
 SY2228  USGS QUAD   -  RENTON (1994)
 SY2228
 SY2228                         *CURRENT SURVEY CONTROL
 SY2228  ___________________________________________________________________
 SY2228* NAD 83(1991)-  47 28 25.97690(N)    122 12 24.37118(W)     ADJUSTED  
 SY2228* NAVD 88     -        10.0    (meters)      33.     (feet)  VERTCON   
 SY2228  ___________________________________________________________________
 SY2228  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 SY2228  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 SY2228
 SY2228  HORZ ORDER  -  SECOND
 SY2228
 SY2228.The horizontal coordinates were established by classical geodetic methods
 SY2228.and adjusted by the National Geodetic Survey in December 1991..
 SY2228
 SY2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2228
 SY2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2228
 SY2228.The geoid height was determined by GEOID03.
 SY2228
 SY2228;                    North         East     Units Scale Factor Converg.
 SY2228;SPC WA N     -    53,611.214   396,474.072   MT  1.00000497   -1 01 21.2
 SY2228;SPC WA N     -   175,889.46  1,300,765.35   sFT  1.00000497   -1 01 21.2
 SY2228;UTM  10      - 5,258,132.065   559,770.348   MT  0.99964390   +0 35 04.6
 SY2228
 SY2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2228!SPC WA N     -   1.00000204  x   1.00000497  =   1.00000701
 SY2228!UTM  10      -   1.00000204  x   0.99964390  =   0.99964594
 SY2228
 SY2228|---------------------------------------------------------------------|
 SY2228| PID    Reference Object                     Distance      Geod. Az  |
 SY2228|                                                           dddmmss.s |
 SY2228| SY2226 EN 66 K CO 1973                     303.707 METERS 06620     |
 SY2228| SY2230 EN 62 K CO 1973                     322.867 METERS 23349     |
 SY2228| SY2382 KING CO WATER DIST 75 BOW LAKE STAN APPROX. 6.4 KM 2394723.4 |
 SY2228| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 3.0 KM 3022210.1 |
 SY2228|---------------------------------------------------------------------|
 SY2228
 SY2228                          SUPERSEDED SURVEY CONTROL
 SY2228
 SY2228  NAD 83(1986)-  47 28 25.96974(N)    122 12 24.37960(W) AD(       ) 2
 SY2228  NAD 27      -  47 28 26.61079(N)    122 12 19.94300(W) AD(       ) 2
 SY2228  NGVD 29 (07/19/86)    8.9    (m)           29.     (f) VERT ANG       
 SY2228
 SY2228.Superseded values are not recommended for survey control.
 SY2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2228.See file dsdata.txt to determine how the superseded data were derived.
 SY2228
 SY2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5977058132(NAD 83)
 SY2228_MARKER: Z = SEE DESCRIPTION
 SY2228_SETTING: 0 = UNSPECIFIED SETTING
 SY2228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2228
 SY2228  HISTORY     - Date     Condition        Report By
 SY2228  HISTORY     - 1973     MONUMENTED       WA-033
 SY2228  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY2228
 SY2228                          STATION DESCRIPTION
 SY2228
 SY2228'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2228'CITY OF RENTON
 SY2228'
 SY2228'THE STATION WAS SET FLUSH WITH PUGET POWER LAWN, APPROX. 14.5 FT
 SY2228'W OF PROJECTED CENTER-LINE OF WILLIAMS AVE. S AND 37.5 FT SSE OF
 SY2228'CENTER-LINE OF S. GRADY WAY.
 SY2228'
 SY2228'POINT IS 113.6 FT W OF SW CORNER OF PUGET POWER BLDG.
 SY2228'
 SY2228'POINT IS 112.6 FT WSW OF NW CORNER OF PUGET POWER BLDG.
 SY2228'
 SY2228'POINT IS 2.1 FT SSE OF S EDGE OF CONC. WALK.
 SY2228'
 SY2228'POINT IS 10.4 FT WSW OF W FACE OF LIGHT STAND.
 SY2228'
 SY2228'POINT IS 25.8 FT E OF E SIDE OF GUY POLE.
 SY2228'
 SY2228'SURFACE MONUMENT--STAND. K.C.S. DISK IN CONC. MON. FLUSH WITH LAWN.
 SY2228'
 SY2228'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK IN CONC. 3.0 FT DOWN.
 SY2228'
 SY2228'DISK STAMPED--EN-63 1973
 SY2228
 SY2228                          STATION RECOVERY (1988)
 SY2228
 SY2228'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY2228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2226 ***********************************************************************
 SY2226  DESIGNATION -  EN 66 K CO 1973
 SY2226  PID         -  SY2226
 SY2226  STATE/COUNTY-  WA/KING
 SY2226  USGS QUAD   -  RENTON (1994)
 SY2226
 SY2226                         *CURRENT SURVEY CONTROL
 SY2226  ___________________________________________________________________
 SY2226* NAD 83(1991)-  47 28 29.92440(N)    122 12 11.08662(W)     ADJUSTED  
 SY2226* NAVD 88     -        48.     (meters)     157.     (feet)  VERTCON   
 SY2226  ___________________________________________________________________
 SY2226  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 SY2226  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 SY2226
 SY2226  HORZ ORDER  -  SECOND
 SY2226
 SY2226.The horizontal coordinates were established by classical geodetic methods
 SY2226.and adjusted by the National Geodetic Survey in December 1991..
 SY2226
 SY2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2226
 SY2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2226
 SY2226.The geoid height was determined by GEOID03.
 SY2226
 SY2226;                    North         East     Units Scale Factor Converg.
 SY2226;SPC WA N     -    53,728.150   396,754.366   MT  1.00000476   -1 01 11.3
 SY2226;SPC WA N     -   176,273.11  1,301,684.95   sFT  1.00000476   -1 01 11.3
 SY2226;UTM  10      - 5,258,256.772   560,047.153   MT  0.99964431   +0 35 14.4
 SY2226
 SY2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2226!SPC WA N     -   0.99999607  x   1.00000476  =   1.00000083
 SY2226!UTM  10      -   0.99999607  x   0.99964431  =   0.99964038
 SY2226
 SY2226|---------------------------------------------------------------------|
 SY2226| PID    Reference Object                     Distance      Geod. Az  |
 SY2226|                                                           dddmmss.s |
 SY2226| SY2228 EN 63 K CO 1973                     303.707 METERS 24620     |
 SY2226| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 3.2 KM 2975331.7 |
 SY2226| SY2152 HARDIE                              APPROX. 1.8 KM 3191924.0 |
 SY2226|---------------------------------------------------------------------|
 SY2226
 SY2226                          SUPERSEDED SURVEY CONTROL
 SY2226
 SY2226  NAD 83(1986)-  47 28 29.91717(N)    122 12 11.09513(W) AD(       ) 2
 SY2226  NAD 27      -  47 28 30.55808(N)    122 12 06.65895(W) AD(       ) 2
 SY2226  NGVD 29 (07/19/86)   47.     (m)          154.     (f) VERT ANG       
 SY2226
 SY2226.Superseded values are not recommended for survey control.
 SY2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2226.See file dsdata.txt to determine how the superseded data were derived.
 SY2226
 SY2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6004758257(NAD 83)
 SY2226_MARKER: Z = SEE DESCRIPTION
 SY2226_SETTING: 0 = UNSPECIFIED SETTING
 SY2226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2226
 SY2226  HISTORY     - Date     Condition        Report By
 SY2226  HISTORY     - 1973     MONUMENTED       WA-033
 SY2226
 SY2226                          STATION DESCRIPTION
 SY2226
 SY2226'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2226'CITY OF RENTON
 SY2226'
 SY2226'POINT IS LOCATED ON MILL AVE. SO., BETWEEN SO. 5TH AND SO. 7TH
 SY2226'BELOW CHALET APTS. - ABOVE INTERSTATE 405.
 SY2226'
 SY2226'POINT IS 3.0 FT SW OF EDGE OF PAVEMENT
 SY2226'
 SY2226'POINT IS 10.5 FT EAST OF STATE R/W CYCLONE FENCE
 SY2226'
 SY2226'POINT IS 54.0 FT SW OF THE FACE OF A POWER POLE 301
 SY2226'
 SY2226'POINT IS 75.7 FT SW OF THE CENTER OF A FIRE HYD.
 SY2226'
 SY2226'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONCR. - FLUSH
 SY2226'
 SY2226'SUB-SURFACE MONUMENT-STAND. K.C.S. DISK SET IN CONCR. - 3 FT
 SY2226'DOWN
 SY2226'
 SY2226'DISK STAMPED--EN-66, 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2219 ***********************************************************************
 SY2219  DESIGNATION -  EN 68 K CO 1973
 SY2219  PID         -  SY2219
 SY2219  STATE/COUNTY-  WA/KING
 SY2219  USGS QUAD   -  RENTON (1994)
 SY2219
 SY2219                         *CURRENT SURVEY CONTROL
 SY2219  ___________________________________________________________________
 SY2219* NAD 83(1991)-  47 29 20.36461(N)    122 11 25.69363(W)     ADJUSTED  
 SY2219* NAVD 88     -        57.9    (meters)     190.     (feet)  VERTCON   
 SY2219  ___________________________________________________________________
 SY2219  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 SY2219  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SY2219
 SY2219  HORZ ORDER  -  SECOND
 SY2219
 SY2219.The horizontal coordinates were established by classical geodetic methods
 SY2219.and adjusted by the National Geodetic Survey in December 1991..
 SY2219
 SY2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2219
 SY2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2219
 SY2219.The geoid height was determined by GEOID03.
 SY2219
 SY2219;                    North         East     Units Scale Factor Converg.
 SY2219;SPC WA N     -    55,268.839   397,732.162   MT  1.00000207   -1 00 37.5
 SY2219;SPC WA N     -   181,327.85  1,304,892.93   sFT  1.00000207   -1 00 37.5
 SY2219;UTM  10      - 5,259,823.717   560,981.018   MT  0.99964570   +0 35 48.3
 SY2219
 SY2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2219!SPC WA N     -   0.99999454  x   1.00000207  =   0.99999661
 SY2219!UTM  10      -   0.99999454  x   0.99964570  =   0.99964024
 SY2219
 SY2219:                Primary Azimuth Mark                     Grid Az
 SY2219:SPC WA N     -  HIGH 1958                                243 58 39.0
 SY2219:UTM  10      -  HIGH 1958                                242 22 13.2
 SY2219
 SY2219|---------------------------------------------------------------------|
 SY2219| PID    Reference Object                     Distance      Geod. Az  |
 SY2219|                                                           dddmmss.s |
 SY2219| SY2114 HIGH 1958                           APPROX. 1.8 KM 2425801.5 |
 SY2219| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 3.8 KM 2691600.3 |
 SY2219|---------------------------------------------------------------------|
 SY2219
 SY2219                          SUPERSEDED SURVEY CONTROL
 SY2219
 SY2219  NAD 83(1986)-  47 29 20.35723(N)    122 11 25.70186(W) AD(       ) 2
 SY2219  NAD 27      -  47 29 20.99811(N)    122 11 21.26628(W) AD(       ) 2
 SY2219  NGVD 29 (07/19/86)   56.8    (m)          186.     (f) VERT ANG       
 SY2219
 SY2219.Superseded values are not recommended for survey control.
 SY2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2219.See file dsdata.txt to determine how the superseded data were derived.
 SY2219
 SY2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6098159824(NAD 83)
 SY2219_MARKER: Z = SEE DESCRIPTION
 SY2219_SETTING: 0 = UNSPECIFIED SETTING
 SY2219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2219
 SY2219  HISTORY     - Date     Condition        Report By
 SY2219  HISTORY     - 1973     MONUMENTED       WA-033
 SY2219
 SY2219                          STATION DESCRIPTION
 SY2219
 SY2219'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2219'CITY OF RENTON
 SY2219'
 SY2219'POINT IS LOCATED WHERE BRONSON WAY N.E. AND WINDSOR WAY
 SY2219'N.E. AND GRADY ST. INTERSECT.  POINT IS LOCATED IN THE U FORMED
 SY2219'BY BRONSON WAY AND WINDSOR WAY, 2.5 FT N.E. OF THE N.E. EDGE OF
 SY2219'THE SIDEWALK.  POINT IS 7.9 FT N.E. OF A SPIKE IN A POWER POLE
 SY2219'AND 60.2 FT S.W. OF THE S.W. CORNER OF A GARAGE FOR HOUSE 432
 SY2219'AND 76.7 FT NNW OF THE NORTH CORNER OF A CONCRETE TWO CAR
 SY2219'GARAGE.
 SY2219'
 SY2219'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2219'
 SY2219'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2219'3.5 FT.
 SY2219'
 SY2219'DISKS STAMPED--EN-68 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3714 ***********************************************************************
 SY3714  DESIGNATION -  EN 69 K CO 1973
 SY3714  PID         -  SY3714
 SY3714  STATE/COUNTY-  WA/KING
 SY3714  USGS QUAD   -  AUBURN (1994)
 SY3714
 SY3714                         *CURRENT SURVEY CONTROL
 SY3714  ___________________________________________________________________
 SY3714* NAD 83(1991)-  47 30 12.43395(N)    122 12 10.42166(W)     ADJUSTED  
 SY3714* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY3714  ___________________________________________________________________
 SY3714  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 SY3714  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 SY3714
 SY3714  HORZ ORDER  -  SECOND
 SY3714
 SY3714.The horizontal coordinates were established by classical geodetic methods
 SY3714.and adjusted by the National Geodetic Survey in December 1991..
 SY3714
 SY3714.The orthometric height was scaled from a topographic map.
 SY3714
 SY3714.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3714
 SY3714.The geoid height was determined by GEOID03.
 SY3714
 SY3714;                    North         East     Units Scale Factor Converg.
 SY3714;SPC WA N     -    56,893.254   396,824.626   MT  0.99999936   -1 01 10.8
 SY3714;SPC WA N     -   186,657.28  1,301,915.46   sFT  0.99999936   -1 01 10.8
 SY3714;UTM  10      - 5,261,421.469   560,028.615   MT  0.99964428   +0 35 15.9
 SY3714
 SY3714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3714!SPC WA N     -   1.00000299  x   0.99999936  =   1.00000235
 SY3714!UTM  10      -   1.00000299  x   0.99964428  =   0.99964727
 SY3714
 SY3714                          SUPERSEDED SURVEY CONTROL
 SY3714
 SY3714  NAD 83(1986)-  47 30 12.42753(N)    122 12 10.43035(W) AD(       ) 2
 SY3714  NAD 27      -  47 30 13.06882(N)    122 12 05.99288(W) AD(       ) 2
 SY3714
 SY3714.Superseded values are not recommended for survey control.
 SY3714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3714.See file dsdata.txt to determine how the superseded data were derived.
 SY3714
 SY3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6002961421(NAD 83)
 SY3714_MARKER: Z = SEE DESCRIPTION
 SY3714_SETTING: 0 = UNSPECIFIED SETTING
 SY3714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3714
 SY3714  HISTORY     - Date     Condition        Report By
 SY3714  HISTORY     - 1973     MONUMENTED       WA-033
 SY3714  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY3714
 SY3714                          STATION DESCRIPTION
 SY3714
 SY3714'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY3714'CITY OF RENTON
 SY3714'
 SY3714'STATION IS LOCATED IN LAKE WASHINGTON PARK IN NORTH RENTON.
 SY3714'
 SY3714'POINT IS SET FLUSH IN LAWN.
 SY3714'
 SY3714'POINT IS 23.4 FT WSW OF SW COR. OF TENNIS COURT FENCE.
 SY3714'
 SY3714'POINT IS 16.5 FT SE OF NE COR. OF PARK BENCH.
 SY3714'
 SY3714'POINT IS 18.4 FT NE OF FACE OF 4 IN PINE TREE.
 SY3714'
 SY3714'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY3714'
 SY3714'SUB-SURFACE MONUMENT - UNKNOWN.
 SY3714'
 SY3714'DISK STAMPED--EN-69 1973
 SY3714
 SY3714                          STATION RECOVERY (1988)
 SY3714
 SY3714'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY3714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2176 ***********************************************************************
 SY2176  DESIGNATION -  EN 7 K CO 1968
 SY2176  PID         -  SY2176
 SY2176  STATE/COUNTY-  WA/KING
 SY2176  USGS QUAD   -  RENTON (1994)
 SY2176
 SY2176                         *CURRENT SURVEY CONTROL
 SY2176  ___________________________________________________________________
 SY2176* NAD 83(1991)-  47 25 49.37744(N)    122 09 59.71855(W)     ADJUSTED  
 SY2176* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 SY2176  ___________________________________________________________________
 SY2176  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 SY2176  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SY2176
 SY2176  HORZ ORDER  -  SECOND
 SY2176
 SY2176.The horizontal coordinates were established by classical geodetic methods
 SY2176.and adjusted by the National Geodetic Survey in December 1991..
 SY2176
 SY2176.The orthometric height was scaled from a topographic map.
 SY2176
 SY2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2176
 SY2176.The geoid height was determined by GEOID03.
 SY2176
 SY2176;                    North         East     Units Scale Factor Converg.
 SY2176;SPC WA N     -    48,722.333   399,418.737   MT  1.00001371   -0 59 33.5
 SY2176;SPC WA N     -   159,849.85  1,310,426.31   sFT  1.00001371   -0 59 33.5
 SY2176;UTM  10      - 5,253,329.420   562,849.822   MT  0.99964854   +0 36 49.6
 SY2176
 SY2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2176!SPC WA N     -   0.99998257  x   1.00001371  =   0.99999628
 SY2176!UTM  10      -   0.99998257  x   0.99964854  =   0.99963111
 SY2176
 SY2176|---------------------------------------------------------------------|
 SY2176| PID    Reference Object                     Distance      Geod. Az  |
 SY2176|                                                           dddmmss.s |
 SY2176| SY2179 FN 148 K CO 1975                    142.945 METERS 26610     |
 SY2176| SY2189 FN 8 K CO 1968                      APPROX. 0.6 KM 2683817.5 |
 SY2176|---------------------------------------------------------------------|
 SY2176
 SY2176                          SUPERSEDED SURVEY CONTROL
 SY2176
 SY2176  NAD 83(1986)-  47 25 49.36971(N)    122 09 59.72809(W) AD(       ) 2
 SY2176  NAD 27      -  47 25 50.00881(N)    122 09 55.29758(W) AD(       ) 2
 SY2176
 SY2176.Superseded values are not recommended for survey control.
 SY2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2176.See file dsdata.txt to determine how the superseded data were derived.
 SY2176
 SY2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6285053329(NAD 83)
 SY2176_MARKER: Z = SEE DESCRIPTION
 SY2176_SETTING: 0 = UNSPECIFIED SETTING
 SY2176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2176
 SY2176  HISTORY     - Date     Condition        Report By
 SY2176  HISTORY     - 1968     MONUMENTED       WA-033
 SY2176
 SY2176                          STATION DESCRIPTION
 SY2176
 SY2176'DESCRIBED BY KING COUNTY WASHINGTON 1968
 SY2176'LOCATION NOT GIVEN
 SY2176'
 SY2176'THIS POINT IS LOCATED APPROX. 300 FT WEST OF THE INTERSECTION
 SY2176'OF 132ND AVE. S.E. AND S.E. 192ND ST.  THE POINT IS 13.0 FT
 SY2176'NORTH OF 192ND.
 SY2176'
 SY2176'THE POINT IS 10.0 FT SOUTH OF A REFERENCE POST.
 SY2176'
 SY2176'THE POINT IS 24.3 FT S.W. OF A RAILROAD SPIKE IN A 12 IN FIR
 SY2176'TREE.
 SY2176'
 SY2176'THE POINT IS 80.6 FT W.N.W. OF A RAILROAD SPIKE IN A POWER POLE.
 SY2176'
 SY2176'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC BURIED 6 IN.
 SY2176'
 SY2176'SUB-SURFACE MONUMENT--THERE IS A CONC MON WITH LEAD-IN-TACK
 SY2176'3 FT BELOW THE SURFACE POINT.
 SY2176'
 SY2176'DISK STAMPED--EN-7, 1968
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2231 ***********************************************************************
 SY2231  DESIGNATION -  EN 70 K CO 1973
 SY2231  PID         -  SY2231
 SY2231  STATE/COUNTY-  WA/KING
 SY2231  USGS QUAD   -  RENTON (1994)
 SY2231
 SY2231                         *CURRENT SURVEY CONTROL
 SY2231  ___________________________________________________________________
 SY2231* NAD 83(1991)-  47 29 24.49307(N)    122 12 42.14201(W)     ADJUSTED  
 SY2231* NAVD 88     -         9.     (meters)      30.     (feet)  VERTCON   
 SY2231  ___________________________________________________________________
 SY2231  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 SY2231  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY2231
 SY2231  HORZ ORDER  -  SECOND
 SY2231
 SY2231.The horizontal coordinates were established by classical geodetic methods
 SY2231.and adjusted by the National Geodetic Survey in December 1991..
 SY2231
 SY2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2231
 SY2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2231
 SY2231.The geoid height was determined by GEOID03.
 SY2231
 SY2231;                    North         East     Units Scale Factor Converg.
 SY2231;SPC WA N     -    55,424.761   396,134.390   MT  1.00000185   -1 01 34.4
 SY2231;SPC WA N     -   181,839.40  1,299,650.91   sFT  1.00000185   -1 01 34.4
 SY2231;UTM  10      - 5,259,934.723   559,380.074   MT  0.99964333   +0 34 52.0
 SY2231
 SY2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2231!SPC WA N     -   1.00000220  x   1.00000185  =   1.00000405
 SY2231!UTM  10      -   1.00000220  x   0.99964333  =   0.99964552
 SY2231
 SY2231:                Primary Azimuth Mark                     Grid Az
 SY2231:SPC WA N     -  HARDIE                                   242 58 55.3
 SY2231:UTM  10      -  HARDIE                                   241 22 28.9
 SY2231
 SY2231|---------------------------------------------------------------------|
 SY2231| PID    Reference Object                     Distance      Geod. Az  |
 SY2231|                                                           dddmmss.s |
 SY2231| SY2152 HARDIE                              APPROX. 0.6 KM 2415720.9 |
 SY2231| SY2237 RNT STA EN 79                       449.230 METERS 2942710.2 |
 SY2231|---------------------------------------------------------------------|
 SY2231
 SY2231                          SUPERSEDED SURVEY CONTROL
 SY2231
 SY2231  NAD 83(1986)-  47 29 24.48585(N)    122 12 42.15000(W) AD(       ) 2
 SY2231  NAD 27      -  47 29 25.12726(N)    122 12 37.71233(W) AD(       ) 2
 SY2231  NGVD 29 (07/19/86)    8.     (m)           26.     (f) VERT ANG       
 SY2231
 SY2231.Superseded values are not recommended for survey control.
 SY2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2231.See file dsdata.txt to determine how the superseded data were derived.
 SY2231
 SY2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5938059935(NAD 83)
 SY2231_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2231_SETTING: 0 = UNSPECIFIED SETTING
 SY2231_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY2231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2231
 SY2231  HISTORY     - Date     Condition        Report By
 SY2231  HISTORY     - 1973     MONUMENTED       WA-033
 SY2231
 SY2231                          STATION DESCRIPTION
 SY2231
 SY2231'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2231'RENTON
 SY2231'
 SY2231'POINT IS LOCATED NEAR NE END OF A CONCRETE BRIDGE WHICH CROSSES THE
 SY2231'CEDAR RIVER ABOUT 3500 FT SOUTH OF THE MOUTH OF THE RIVER.  TO
 SY2231'REACH BRIDGE FROM N 6TH ST. AND LOGAN AVE. N., PROCEED WEST ON
 SY2231'N. 6TH TO A T TURN LEFT (SOUTH) INTO BOEING PARKING LOT.  FOLLOW
 SY2231'CENTERLINE TO BRIDGE.  POINT IS 3.5 FT EAST OF THE METAL
 SY2231'EXPANSION JOINT AT THE EAST END OF THE BRIDGE AND 2.1 FT SOUTH
 SY2231'OF THE NORTH EDGE OF THE BRIDGE, AND 22 FT NORTH OF CENTERLINE
 SY2231'OF THE BRIDGE AND 73.0 FT SW OF THE CENTER OF A HYDRANT
 SY2231'
 SY2231'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONCR. FLUSH WITH
 SY2231'CONCR. BRIDGE APPROACH
 SY2231'
 SY2231'DISK STAMPED--EN-70, 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3715 ***********************************************************************
 SY3715  SACS        -  This is a Secondary Airport Control Station.
 SY3715  DESIGNATION -  EN 71 K CO 1973
 SY3715  PID         -  SY3715
 SY3715  STATE/COUNTY-  WA/KING
 SY3715  USGS QUAD   -  AUBURN (1994)
 SY3715
 SY3715                         *CURRENT SURVEY CONTROL
 SY3715  ___________________________________________________________________
 SY3715* NAD 83(1998)-  47 30 01.85935(N)    122 12 58.50643(W)     ADJUSTED  
 SY3715* NAVD 88     -         7.21   (meters)      23.7    (feet)  GPS OBS   
 SY3715  ___________________________________________________________________
 SY3715  X           -  -2,301,364.511 (meters)                     COMP
 SY3715  Y           -  -3,652,207.008 (meters)                     COMP
 SY3715  Z           -   4,679,524.810 (meters)                     COMP
 SY3715  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 SY3715  ELLIP HEIGHT-         -15.91  (meters)          (09/28/01) GPS OBS
 SY3715  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SY3715
 SY3715  HORZ ORDER  -  FIRST
 SY3715  ELLP ORDER  -  FOURTH    CLASS II
 SY3715
 SY3715.This mark is at Renton Municipal Airport (RNT)
 SY3715
 SY3715.The horizontal coordinates were established by GPS observations
 SY3715.and adjusted by the National Geodetic Survey in September 2001..
 SY3715.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY3715.DATUM ITEM on the data sheet items page.
 SY3715
 SY3715.The orthometric height was determined by GPS observations and a
 SY3715.high-resolution geoid model.
 SY3715
 SY3715.GPS derived orthometric heights for airport stations designated as
 SY3715.PACS or SACS are published to 2 decimal places.  This maintains
 SY3715.centimeter relative accuracy between the PACS and SACS.  It does
 SY3715.not indicate centimeter accuracy relative to other marks which are
 SY3715.part of the NAVD 88 network.
 SY3715
 SY3715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY3715
 SY3715.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3715
 SY3715.The ellipsoidal height was determined by GPS observations
 SY3715.and is referenced to NAD 83.
 SY3715
 SY3715.The geoid height was determined by GEOID03.
 SY3715
 SY3715;                    North         East     Units Scale Factor Converg.
 SY3715;SPC WA N     -    56,584.721   395,812.630   MT  0.99999990   -1 01 46.6
 SY3715;SPC WA N     -   185,645.04  1,298,595.27   sFT  0.99999990   -1 01 46.6
 SY3715;UTM  10      - 5,261,084.789   559,026.029   MT  0.99964282   +0 34 40.3
 SY3715
 SY3715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3715!SPC WA N     -   1.00000249  x   0.99999990  =   1.00000239
 SY3715!UTM  10      -   1.00000249  x   0.99964282  =   0.99964531
 SY3715
 SY3715:                Primary Azimuth Mark                     Grid Az
 SY3715:SPC WA N     -  RNT A                                    169 48 51.8
 SY3715:UTM  10      -  RNT A                                    168 12 24.9
 SY3715
 SY3715|---------------------------------------------------------------------|
 SY3715| PID    Reference Object                     Distance      Geod. Az  |
 SY3715|                                                           dddmmss.s |
 SY3715| AE2063 RNT A                               APPROX. 0.6 KM 1684705.2 |
 SY3715| SY2237 RNT STA EN 79                       APPROX. 1.0 KM 1835514.8 |
 SY3715|---------------------------------------------------------------------|
 SY3715
 SY3715                          SUPERSEDED SURVEY CONTROL
 SY3715
 SY3715  NAD 83(1998)-  47 30 01.85787(N)    122 12 58.50761(W) AD(       ) 1
 SY3715  ELLIP H (06/24/99)  -15.87   (m)                       GP(       ) 4 2
 SY3715  NAD 83(1991)-  47 30 01.85643(N)    122 12 58.50890(W) AD(       ) 2
 SY3715  NAD 83(1986)-  47 30 01.84924(N)    122 12 58.51690(W) AD(       ) 2
 SY3715  NAD 27      -  47 30 02.49085(N)    122 12 54.07829(W) AD(       ) 2
 SY3715  NGVD 29 (07/19/86)    6.     (m)           20.     (f) VERT ANG       
 SY3715
 SY3715.Superseded values are not recommended for survey control.
 SY3715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3715.See file dsdata.txt to determine how the superseded data were derived.
 SY3715
 SY3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5902661085(NAD 83)
 SY3715_MARKER: DD = SURVEY DISK
 SY3715_SETTING: 0 = UNSPECIFIED SETTING
 SY3715_STAMPING: EN-71 1973
 SY3715_MARK LOGO: WA-033
 SY3715_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3715+STABILITY: SURFACE MOTION
 SY3715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY3715+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1997
 SY3715
 SY3715  HISTORY     - Date     Condition        Report By
 SY3715  HISTORY     - 1973     MONUMENTED       WA-033
 SY3715  HISTORY     - 1988     GOOD             USPSQD
 SY3715  HISTORY     - 19890615 GOOD             NGS
 SY3715  HISTORY     - 19970908 GOOD             NGS
 SY3715
 SY3715                          STATION DESCRIPTION
 SY3715
 SY3715'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY3715'RENTON
 SY3715'
 SY3715'POINT IS LOCATED AT THE NORTH END OF THE RENTON AIRPORT, AT THE
 SY3715'SOUTH END OF LAKE WASHINGTON.  TO REACH FROM N. 6TH ST. AND
 SY3715'LOGAN AVE. N., PROCEED WEST ON N. 6TH ST. TO A T TURN LEFT
 SY3715'(SOUTH) INTO BOEING PARKING LOT.
 SY3715'
 SY3715'FOLLOW CENTERLINE TO A BRIDGE WHICH CROSSES THE CEDAR
 SY3715'RIVER.  CROSS RIVER AND TAKE A RIGHT (NORTH) AT END OF
 SY3715'BRIDGE.  FOLLOW THIS ROAD TO ITS END AT THE SOUTH END OF THE
 SY3715'LAKE.  POINT IS 2.8 FT SOUTH OF THE NORTH EDGE OF A CONCR. PAD
 SY3715'AND 29.7 FT EAST OF THE WEST EDGE OF THE SAME PAD AND 13 FT
 SY3715'NORTH OF EXTENDED CENTERLINE OF A CONCR.  BRIDGE OVER THE CEDAR
 SY3715'RIVER.
 SY3715'
 SY3715'NOTE--THERE IS A LOCKED GATE ABOUT 0.4 MILE SOUTH OF THE
 SY3715'MON. KEY MUST BE OBTAINED FROM SECURITY OF IRV GODDARD.
 SY3715'
 SY3715'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONCR. FLUSH WITH
 SY3715'CONC. APPROACH TO BRIDGE.
 SY3715'
 SY3715'DISK STAMPED--EN-71, 1973
 SY3715
 SY3715                          STATION RECOVERY (1988)
 SY3715
 SY3715'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY3715'RECOVERED IN GOOD CONDITION.
 SY3715
 SY3715                          STATION RECOVERY (1989)
 SY3715
 SY3715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SY3715'THE STATION IS LOCATED ON THE CONCRETE BRIDGE APPROACH EAST OF RUNWAY
 SY3715'END 15, 150 FT (45.7 M) EAST-NORTHEAST OF THE PK NAIL AND ALUMINUM
 SY3715'WASHER, STAMPED US NOS TBM, ON THE CENTERLINE END OF THE RUNWAY, AND
 SY3715'2.6 FT (0.8 M) SOUTH-SOUTHEAST OF A WHITE 4 BY 4 WITNESS POST NAILED
 SY3715'TO A 1 BY 1 FOOT (0.3 M) WOODEN GUARD CURB.  6.1 FT (1.9 M) SOUTH OF A
 SY3715'REIL.  THE STATION IS MARKED WITH A BRASS KING COUNTY SURVEY MONUMENT
 SY3715'DISK, STAMPED EN-71 1973, CEMENTED TO THE CONCRETE SURFACED AND SET
 SY3715'FLUSH WITH THE SURFACE IN THE CENTER OF A 4.5 FOOT (1.4 M)
 SY3715'CROSS-SHAPED PHOTO PANEL.
 SY3715
 SY3715                          STATION RECOVERY (1997)
 SY3715
 SY3715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 SY3715'THE STATION IS LOCATED AT THE NORTH END OF THE RENTON MUNICIPAL
 SY3715'AIRPORT, AT THE SOUTH END OF LAKE WASHINGTON, ON A BRIDGE CROSSING THE
 SY3715'CEDAR RIVER.  OWNERSHIP == KING COUNTY , THE AIRPORT MANAGER MUST BE
 SY3715'CONTACTED FOR PREMISSION TO OCCUPY THIS STATION.  THE AIRPORT MANAGER
 SY3715'IS MR.  GAIL O REED, PHONE NUMBER IS 206-235-2591.  POINT IS 2.8 FT
 SY3715'(0.9 M) SOUTH OF THE NORTH EDGE OF A CONCR.  PAD AND 29.7 FT (9.1 M)
 SY3715'EAST OF THE WEST EDGE OF THE SAME PAD AND 13 FT (4.0 M) NORTH OF
 SY3715'EXTENDED CENTERLINE OF A CONCR.  BRIDGE OVER THE CEDAR RIVER. SURFACE
 SY3715'MONUMENT--STAND.  K.C.S.  DISK SET IN CONCR.  FLUSH WITH CONC.
 SY3715'APPROACH TO BRIDGE.  DISK STAMPED--EN-71, 1973 .  THIS STATION IS
 SY3715'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2201 ***********************************************************************
 SY2201  DESIGNATION -  EN 72 K CO 1973
 SY2201  PID         -  SY2201
 SY2201  STATE/COUNTY-  WA/KING
 SY2201  USGS QUAD   -  RENTON (1994)
 SY2201
 SY2201                         *CURRENT SURVEY CONTROL
 SY2201  ___________________________________________________________________
 SY2201* NAD 83(1991)-  47 29 18.62149(N)    122 10 44.27440(W)     ADJUSTED  
 SY2201* NAVD 88     -        99.5    (meters)     326.     (feet)  VERTCON   
 SY2201  ___________________________________________________________________
 SY2201  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 SY2201  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 SY2201
 SY2201  HORZ ORDER  -  SECOND
 SY2201
 SY2201.The horizontal coordinates were established by classical geodetic methods
 SY2201.and adjusted by the National Geodetic Survey in December 1991..
 SY2201
 SY2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2201
 SY2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2201
 SY2201.The geoid height was determined by GEOID03.
 SY2201
 SY2201;                    North         East     Units Scale Factor Converg.
 SY2201;SPC WA N     -    55,199.789   398,598.124   MT  1.00000216   -1 00 06.7
 SY2201;SPC WA N     -   181,101.31  1,307,734.01   sFT  1.00000216   -1 00 06.7
 SY2201;UTM  10      - 5,259,778.997   561,848.267   MT  0.99964701   +0 36 18.9
 SY2201
 SY2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2201!SPC WA N     -   0.99998802  x   1.00000216  =   0.99999018
 SY2201!UTM  10      -   0.99998802  x   0.99964701  =   0.99963503
 SY2201
 SY2201:                Primary Azimuth Mark                     Grid Az
 SY2201:SPC WA N     -  NABER                                    090 10 33.3
 SY2201:UTM  10      -  NABER                                    088 34 07.7
 SY2201
 SY2201|---------------------------------------------------------------------|
 SY2201| PID    Reference Object                     Distance      Geod. Az  |
 SY2201|                                                           dddmmss.s |
 SY2201| SY2137 NABER                               APPROX. 3.6 KM 0891026.6 |
 SY2201| SY2196 EN 10 K CO 1970                     118.124 METERS 11517     |
 SY2201|---------------------------------------------------------------------|
 SY2201
 SY2201                          SUPERSEDED SURVEY CONTROL
 SY2201
 SY2201  NAD 83(1986)-  47 29 18.61412(N)    122 10 44.28280(W) AD(       ) 2
 SY2201  NAD 27      -  47 29 19.25465(N)    122 10 39.84837(W) AD(       ) 2
 SY2201  NGVD 29 (07/19/86)   98.4    (m)          323.     (f) VERT ANG       
 SY2201
 SY2201.Superseded values are not recommended for survey control.
 SY2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2201.See file dsdata.txt to determine how the superseded data were derived.
 SY2201
 SY2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6184859779(NAD 83)
 SY2201_MARKER: Z = SEE DESCRIPTION
 SY2201_SETTING: 0 = UNSPECIFIED SETTING
 SY2201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2201
 SY2201  HISTORY     - Date     Condition        Report By
 SY2201  HISTORY     - 1973     MONUMENTED       WA-033
 SY2201
 SY2201                          STATION DESCRIPTION
 SY2201
 SY2201'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2201'CITY OF RENTON
 SY2201'
 SY2201'POINT IS LOCATED NEAR THE INTERSECTION OF JEFFERSON AVE. AND
 SY2201'NE 4TH ST. AND NE 3RD ST.  POINT IS 24 FT SOUTH OF CENTERLINE OF
 SY2201'NE 4TH ST. AND 40 FT WEST OF CENTERLINE OF JEFFERSON AVE.  POINT
 SY2201'IS 71.5 FT SOUTH OF THE SE CORNER OF HOUSE 2920 AND 16.2 FT NW
 SY2201'OF A SPIKE IN A POWER POLE 527.
 SY2201'
 SY2201'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2201'
 SY2201'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN
 SY2201'CONC. - BURIED 3.5 FT.
 SY2201'
 SY2201'DISKS STAMPED--EN-72 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2175 ***********************************************************************
 SY2175  DESIGNATION -  EN 73 K CO 1973
 SY2175  PID         -  SY2175
 SY2175  STATE/COUNTY-  WA/KING
 SY2175  USGS QUAD   -  RENTON (1994)
 SY2175
 SY2175                         *CURRENT SURVEY CONTROL
 SY2175  ___________________________________________________________________
 SY2175* NAD 83(1991)-  47 29 19.17893(N)    122 09 55.94707(W)     ADJUSTED  
 SY2175* NAVD 88     -       123.4    (meters)     405.     (feet)  VERTCON   
 SY2175  ___________________________________________________________________
 SY2175  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 SY2175  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 SY2175
 SY2175  HORZ ORDER  -  SECOND
 SY2175
 SY2175.The horizontal coordinates were established by classical geodetic methods
 SY2175.and adjusted by the National Geodetic Survey in December 1991..
 SY2175
 SY2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2175
 SY2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2175
 SY2175.The geoid height was determined by GEOID03.
 SY2175
 SY2175;                    North         East     Units Scale Factor Converg.
 SY2175;SPC WA N     -    55,199.402   399,609.923   MT  1.00000213   -0 59 30.7
 SY2175;SPC WA N     -   181,100.04  1,311,053.56   sFT  1.00000213   -0 59 30.7
 SY2175;UTM  10      - 5,259,806.975   562,859.321   MT  0.99964856   +0 36 54.5
 SY2175
 SY2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2175!SPC WA N     -   0.99998427  x   1.00000213  =   0.99998640
 SY2175!UTM  10      -   0.99998427  x   0.99964856  =   0.99963284
 SY2175
 SY2175|---------------------------------------------------------------------|
 SY2175| PID    Reference Object                     Distance      Geod. Az  |
 SY2175|                                                           dddmmss.s |
 SY2175| SY2173 EN 74 K CO 1973                      99.658 METERS 10101     |
 SY2175| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 5.7 KM 2695338.6 |
 SY2175|---------------------------------------------------------------------|
 SY2175
 SY2175                          SUPERSEDED SURVEY CONTROL
 SY2175
 SY2175  NAD 83(1986)-  47 29 19.17134(N)    122 09 55.95555(W) AD(       ) 2
 SY2175  NAD 27      -  47 29 19.81152(N)    122 09 51.52243(W) AD(       ) 2
 SY2175  NGVD 29 (07/19/86)  122.3    (m)          401.     (f) VERT ANG       
 SY2175
 SY2175.Superseded values are not recommended for survey control.
 SY2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2175.See file dsdata.txt to determine how the superseded data were derived.
 SY2175
 SY2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6285959807(NAD 83)
 SY2175_MARKER: Z = SEE DESCRIPTION
 SY2175_SETTING: 0 = UNSPECIFIED SETTING
 SY2175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2175
 SY2175  HISTORY     - Date     Condition        Report By
 SY2175  HISTORY     - 1973     MONUMENTED       WA-033
 SY2175  HISTORY     - 1988     GOOD             USPSQD
 SY2175
 SY2175                          STATION DESCRIPTION
 SY2175
 SY2175'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2175'CITY OF RENTON
 SY2175'
 SY2175'POINT IS LOCATED ON NE 4TH ST., 27 FT NORTH OF CENTERLINE AND
 SY2175'250 + OR - WEST OF UNION AVE. NE.  POINT IS 3.3 FT NORTH OF THE
 SY2175'NORTH EDGE OF CURB AND 88.5 FT SW OF THE SW CORNER OF HOUSE
 SY2175'4004 AND 50.3 FT SE OF A SPIKE IN A TELEPHONE POLE AND 30 FT
 SY2175'WEST OF CENTERLINE OF A DRIVEWAY TO AN AUTO REPAIR GARAGE.
 SY2175'
 SY2175'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2175'
 SY2175'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN
 SY2175'CONC. - BURIED 3.5 FT.
 SY2175'
 SY2175'DISKS STAMPED--EN-73 1973
 SY2175
 SY2175                          STATION RECOVERY (1988)
 SY2175
 SY2175'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY2175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2173 ***********************************************************************
 SY2173  DESIGNATION -  EN 74 K CO 1973
 SY2173  PID         -  SY2173
 SY2173  STATE/COUNTY-  WA/KING
 SY2173  USGS QUAD   -  RENTON (1994)
 SY2173
 SY2173                         *CURRENT SURVEY CONTROL
 SY2173  ___________________________________________________________________
 SY2173* NAD 83(1991)-  47 29 18.56222(N)    122 09 51.27406(W)     ADJUSTED  
 SY2173* NAVD 88     -       122.4    (meters)     402.     (feet)  VERTCON   
 SY2173  ___________________________________________________________________
 SY2173  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 SY2173  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 SY2173
 SY2173  HORZ ORDER  -  SECOND
 SY2173
 SY2173.The horizontal coordinates were established by classical geodetic methods
 SY2173.and adjusted by the National Geodetic Survey in December 1991..
 SY2173
 SY2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2173
 SY2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2173
 SY2173.The geoid height was determined by GEOID03.
 SY2173
 SY2173;                    North         East     Units Scale Factor Converg.
 SY2173;SPC WA N     -    55,178.666   399,707.401   MT  1.00000217   -0 59 27.2
 SY2173;SPC WA N     -   181,032.01  1,311,373.36   sFT  1.00000217   -0 59 27.2
 SY2173;UTM  10      - 5,259,788.988   562,957.307   MT  0.99964871   +0 36 57.9
 SY2173
 SY2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2173!SPC WA N     -   0.99998443  x   1.00000217  =   0.99998660
 SY2173!UTM  10      -   0.99998443  x   0.99964871  =   0.99963314
 SY2173
 SY2173:                Primary Azimuth Mark                     Grid Az
 SY2173:SPC WA N     -  KCWD NO 90 WATER TANK NO 2A              089 37 38.5
 SY2173:UTM  10      -  KCWD NO 90 WATER TANK NO 2A              088 01 13.4
 SY2173
 SY2173|---------------------------------------------------------------------|
 SY2173| PID    Reference Object                     Distance      Geod. Az  |
 SY2173|                                                           dddmmss.s |
 SY2173| SY2156 KCWD NO 90 WATER TANK NO 2A         APPROX. 2.4 KM 0883811.3 |
 SY2173| SY2175 EN 73 K CO 1973                      99.658 METERS 28101     |
 SY2173|---------------------------------------------------------------------|
 SY2173
 SY2173                          SUPERSEDED SURVEY CONTROL
 SY2173
 SY2173  NAD 83(1986)-  47 29 18.55462(N)    122 09 51.28259(W) AD(       ) 2
 SY2173  NAD 27      -  47 29 19.19475(N)    122 09 46.84958(W) AD(       ) 2
 SY2173  NGVD 29 (07/19/86)  121.3    (m)          398.     (f) VERT ANG       
 SY2173
 SY2173.Superseded values are not recommended for survey control.
 SY2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2173.See file dsdata.txt to determine how the superseded data were derived.
 SY2173
 SY2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6295759789(NAD 83)
 SY2173_MARKER: Z = SEE DESCRIPTION
 SY2173_SETTING: 0 = UNSPECIFIED SETTING
 SY2173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2173
 SY2173  HISTORY     - Date     Condition        Report By
 SY2173  HISTORY     - 1973     MONUMENTED       WA-033
 SY2173
 SY2173                          STATION DESCRIPTION
 SY2173
 SY2173'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2173'CITY OF RENTON
 SY2173'
 SY2173'POINT IS LOCATED AT INTERSECTION OF NE 4TH ST. (CEMETARY HILL
 SY2173'RD) AND UNION AVE. NE.  POINT IS IN CONCRETE GUTTER AT SW
 SY2173'CORNER OF INTERSECTION.  POINT IS 35.0 FT SOUTH OF CENTERLINE
 SY2173'OF NE 4TH ST., AND 23.5 FT WEST OF CENTERLINE OF UNION
 SY2173'AVE. NE.  POINT IS 25.3 FT ESE OF THE CENTER BOLT IN A HYDRANT
 SY2173'AND 12.1 FT NE OF THE FACE OF A TRAFFIC LIGHT STANDARD.
 SY2173'
 SY2173'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2173'
 SY2173'SUB-SURFACE MONUMENT--NONE
 SY2173'
 SY2173'DISK STAMPED--EN-74 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2174 ***********************************************************************
 SY2174  DESIGNATION -  EN 75 K CO 1973
 SY2174  PID         -  SY2174
 SY2174  STATE/COUNTY-  WA/KING
 SY2174  USGS QUAD   -  RENTON (1994)
 SY2174
 SY2174                         *CURRENT SURVEY CONTROL
 SY2174  ___________________________________________________________________
 SY2174* NAD 83(1991)-  47 29 53.96936(N)    122 09 51.86026(W)     ADJUSTED  
 SY2174* NAVD 88     -       127.5    (meters)     418.     (feet)  VERTCON   
 SY2174  ___________________________________________________________________
 SY2174  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 SY2174  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SY2174
 SY2174  HORZ ORDER  -  SECOND
 SY2174
 SY2174.The horizontal coordinates were established by classical geodetic methods
 SY2174.and adjusted by the National Geodetic Survey in December 1991..
 SY2174
 SY2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2174
 SY2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2174
 SY2174.The geoid height was determined by GEOID03.
 SY2174
 SY2174;                    North         East     Units Scale Factor Converg.
 SY2174;SPC WA N     -    56,272.211   399,714.044   MT  1.00000031   -0 59 27.6
 SY2174;SPC WA N     -   184,619.75  1,311,395.16   sFT  1.00000031   -0 59 27.6
 SY2174;UTM  10      - 5,260,881.903   562,933.289   MT  0.99964867   +0 36 57.8
 SY2174
 SY2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2174!SPC WA N     -   0.99998363  x   1.00000031  =   0.99998394
 SY2174!UTM  10      -   0.99998363  x   0.99964867  =   0.99963231
 SY2174
 SY2174:                Primary Azimuth Mark                     Grid Az
 SY2174:SPC WA N     -  BERT                                     309 48 49.3
 SY2174:UTM  10      -  BERT                                     308 12 23.9
 SY2174
 SY2174|---------------------------------------------------------------------|
 SY2174| PID    Reference Object                     Distance      Geod. Az  |
 SY2174|                                                           dddmmss.s |
 SY2174| SY3698 BERT                                APPROX. 0.9 KM 3084921.7 |
 SY2174|---------------------------------------------------------------------|
 SY2174
 SY2174                          SUPERSEDED SURVEY CONTROL
 SY2174
 SY2174  NAD 83(1986)-  47 29 53.96167(N)    122 09 51.86866(W) AD(       ) 2
 SY2174  NAD 27      -  47 29 54.60195(N)    122 09 47.43509(W) AD(       ) 2
 SY2174  NGVD 29 (07/19/86)  126.4    (m)          415.     (f) VERT ANG       
 SY2174
 SY2174.Superseded values are not recommended for survey control.
 SY2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2174.See file dsdata.txt to determine how the superseded data were derived.
 SY2174
 SY2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6293360882(NAD 83)
 SY2174_MARKER: Z = SEE DESCRIPTION
 SY2174_SETTING: 0 = UNSPECIFIED SETTING
 SY2174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2174
 SY2174  HISTORY     - Date     Condition        Report By
 SY2174  HISTORY     - 1973     MONUMENTED       WA-033
 SY2174  HISTORY     - 20050529 MARK NOT FOUND   USPSQD
 SY2174
 SY2174                          STATION DESCRIPTION
 SY2174
 SY2174'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2174'CITY OF RENTON
 SY2174'
 SY2174'POINT IS LOCATED ON UNION AVE. NE, 24.5 FT EAST OF CENTERLINE
 SY2174'AND 380 FT + OR - SOUTH OF NE 10TH ST.  POINT IS IN GRASSY AREA
 SY2174'BETWEEN THE SIDEWALK AND CURB.  POINT IS 43.0 FT SOUTH OF THE
 SY2174'CENTER BOLT OF A HYDRANT AND 45.3 FT SE OF THE NW CORNER OF
 SY2174'HOUSE 11636 AND 55.2 FT NW OF THE SW CORNER OF SAME HOUSE.
 SY2174'
 SY2174'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2174'
 SY2174'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2174'3.5 FT.
 SY2174'
 SY2174'DISKS STAMPED--EN-75 1973
 SY2174
 SY2174                          STATION RECOVERY (2005)
 SY2174
 SY2174'RECOVERY NOTE BY US POWER SQUADRON 2005 (SK)
 SY2174'MARK NOT FOUND.  IT APPEARS THAT THE MARK WAS DESTROYED WHEN UNION
 SY2174'AVENUE WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2190 ***********************************************************************
 SY2190  DESIGNATION -  EN 76 K CO 1973
 SY2190  PID         -  SY2190
 SY2190  STATE/COUNTY-  WA/KING
 SY2190  USGS QUAD   -  RENTON (1994)
 SY2190
 SY2190                         *CURRENT SURVEY CONTROL
 SY2190  ___________________________________________________________________
 SY2190* NAD 83(1991)-  47 29 44.14261(N)    122 10 30.53265(W)     ADJUSTED  
 SY2190* NAVD 88     -       118.6    (meters)     389.     (feet)  VERTCON   
 SY2190  ___________________________________________________________________
 SY2190  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 SY2190  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 SY2190
 SY2190  HORZ ORDER  -  SECOND
 SY2190
 SY2190.The horizontal coordinates were established by classical geodetic methods
 SY2190.and adjusted by the National Geodetic Survey in December 1991..
 SY2190
 SY2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2190
 SY2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2190
 SY2190.The geoid height was determined by GEOID03.
 SY2190
 SY2190;                    North         East     Units Scale Factor Converg.
 SY2190;SPC WA N     -    55,982.828   398,899.483   MT  1.00000082   -0 59 56.4
 SY2190;SPC WA N     -   183,670.33  1,308,722.72   sFT  1.00000082   -0 59 56.4
 SY2190;UTM  10      - 5,260,569.899   562,127.448   MT  0.99964743   +0 36 29.2
 SY2190
 SY2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2190!SPC WA N     -   0.99998503  x   1.00000082  =   0.99998585
 SY2190!UTM  10      -   0.99998503  x   0.99964743  =   0.99963247
 SY2190
 SY2190:                Primary Azimuth Mark                     Grid Az
 SY2190:SPC WA N     -  ROLLING                                  197 16 43.5
 SY2190:UTM  10      -  ROLLING                                  195 40 17.9
 SY2190
 SY2190|---------------------------------------------------------------------|
 SY2190| PID    Reference Object                     Distance      Geod. Az  |
 SY2190|                                                           dddmmss.s |
 SY2190| SY2146 ROLLING                             APPROX. 3.5 KM 1961647.1 |
 SY2190|---------------------------------------------------------------------|
 SY2190
 SY2190                          SUPERSEDED SURVEY CONTROL
 SY2190
 SY2190  NAD 83(1986)-  47 29 44.13503(N)    122 10 30.54091(W) AD(       ) 2
 SY2190  NAD 27      -  47 29 44.77551(N)    122 10 26.10655(W) AD(       ) 2
 SY2190  NGVD 29 (07/19/86)  117.5    (m)          385.     (f) VERT ANG       
 SY2190
 SY2190.Superseded values are not recommended for survey control.
 SY2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2190.See file dsdata.txt to determine how the superseded data were derived.
 SY2190
 SY2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6212760570(NAD 83)
 SY2190_MARKER: Z = SEE DESCRIPTION
 SY2190_SETTING: 0 = UNSPECIFIED SETTING
 SY2190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2190
 SY2190  HISTORY     - Date     Condition        Report By
 SY2190  HISTORY     - 1973     MONUMENTED       WA-033
 SY2190  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY2190
 SY2190                          STATION DESCRIPTION
 SY2190
 SY2190'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2190'CITY OF RENTON
 SY2190'
 SY2190'STATION SET FLUSH WITH BLACKTOP APRON OF ENTRANCE TO PARKING
 SY2190'LOT OF CHURCH OF JESUS CHRIST.  STATION IS APPROX. 125 FT NORTH
 SY2190'AND 18 FT WEST OF NE 7TH ST. AND MONROE AVE. NE.
 SY2190'
 SY2190'POINT IS NEAR SOUTH EDGE OF ENTRANCE.
 SY2190'
 SY2190'POINT IS 4.0 FT EAST OF NORTH END OF CONC. CURB.
 SY2190'
 SY2190'POINT IS 27.0 FT SSE OF EAST END OF CYCLONE FENCE.
 SY2190'
 SY2190'POINT IS 71.7 FT WEST OF WEST FACE OF 24 IN FIR TREE.
 SY2190'
 SY2190'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2190'
 SY2190'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2190'3.0 FT.
 SY2190'
 SY2190'DISK STAMPED--EN-76 1973 - SUB-SURFACE DISK STAMPED EN-78.
 SY2190
 SY2190                          STATION RECOVERY (1988)
 SY2190
 SY2190'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY2190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3709 ***********************************************************************
 SY3709  DESIGNATION -  EN 77 K CO 1973
 SY3709  PID         -  SY3709
 SY3709  STATE/COUNTY-  WA/KING
 SY3709  USGS QUAD   -  AUBURN (1994)
 SY3709
 SY3709                         *CURRENT SURVEY CONTROL
 SY3709  ___________________________________________________________________
 SY3709* NAD 83(1991)-  47 30 11.43312(N)    122 10 31.00042(W)     ADJUSTED  
 SY3709* NAVD 88     -       123.2    (meters)     404.     (feet)  VERTCON   
 SY3709  ___________________________________________________________________
 SY3709  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 SY3709  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 SY3709
 SY3709  HORZ ORDER  -  SECOND
 SY3709
 SY3709.The horizontal coordinates were established by classical geodetic methods
 SY3709.and adjusted by the National Geodetic Survey in December 1991..
 SY3709
 SY3709.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3709
 SY3709.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3709
 SY3709.The geoid height was determined by GEOID03.
 SY3709
 SY3709;                    North         East     Units Scale Factor Converg.
 SY3709;SPC WA N     -    56,825.697   398,904.390   MT  0.99999941   -0 59 56.8
 SY3709;SPC WA N     -   186,435.64  1,308,738.82   sFT  0.99999941   -0 59 56.8
 SY3709;UTM  10      - 5,261,412.277   562,108.720   MT  0.99964740   +0 36 29.2
 SY3709
 SY3709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3709!SPC WA N     -   0.99998431  x   0.99999941  =   0.99998372
 SY3709!UTM  10      -   0.99998431  x   0.99964740  =   0.99963172
 SY3709
 SY3709|---------------------------------------------------------------------|
 SY3709| PID    Reference Object                     Distance      Geod. Az  |
 SY3709|                                                           dddmmss.s |
 SY3709| SY3698 BERT                                135.332 METERS 08515     |
 SY3709| SY2390 ANGLE                               APPROX.13.7 KM 2202400.4 |
 SY3709| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 5.2 KM 2514836.8 |
 SY3709|---------------------------------------------------------------------|
 SY3709
 SY3709                          SUPERSEDED SURVEY CONTROL
 SY3709
 SY3709  NAD 83(1986)-  47 30 11.42536(N)    122 10 31.00851(W) AD(       ) 2
 SY3709  NAD 27      -  47 30 12.06599(N)    122 10 26.57386(W) AD(       ) 2
 SY3709  NGVD 29 (07/19/86)  122.1    (m)          401.     (f) VERT ANG       
 SY3709
 SY3709.Superseded values are not recommended for survey control.
 SY3709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3709.See file dsdata.txt to determine how the superseded data were derived.
 SY3709
 SY3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6210961412(NAD 83)
 SY3709_MARKER: Z = SEE DESCRIPTION
 SY3709_SETTING: 0 = UNSPECIFIED SETTING
 SY3709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3709
 SY3709  HISTORY     - Date     Condition        Report By
 SY3709  HISTORY     - 1973     MONUMENTED       WA-033
 SY3709
 SY3709                          STATION DESCRIPTION
 SY3709
 SY3709'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY3709'CITY OF RENTON
 SY3709'
 SY3709'STATION SET JUST ABOUT FLUSH WITH LAWN, 29.0 FT NORTH AND 4.0
 SY3709'FT EAST OF NE 12TH ST. AND MONROE AVE. NE INTERSECTION.
 SY3709'
 SY3709'POINT IS 18.1 FT WNW OF RR SPIKE IN WEST SIDE OF UTILITY POLE.
 SY3709'
 SY3709'POINT IS 57.6 FT NNW OF CENTER OF HYDRANT.
 SY3709'
 SY3709'POINT IS 4.0 FT SE OF SOUTH END OF CYCLONE FENCE.
 SY3709'
 SY3709'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. 1 IN BELOW LAWN.
 SY3709'
 SY3709'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK IN CONC. - 3.0 FT DOWN.
 SY3709'
 SY3709'DISKS STAMPED--EN-77 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2234 ***********************************************************************
 SY2234  DESIGNATION -  EN 80 K CO 1973
 SY2234  PID         -  SY2234
 SY2234  STATE/COUNTY-  WA/KING
 SY2234  USGS QUAD   -  RENTON (1994)
 SY2234
 SY2234                         *CURRENT SURVEY CONTROL
 SY2234  ___________________________________________________________________
 SY2234* NAD 83(1991)-  47 29 06.52012(N)    122 12 54.10807(W)     ADJUSTED  
 SY2234* NAVD 88     -         9.     (meters)      30.     (feet)  VERTCON   
 SY2234  ___________________________________________________________________
 SY2234  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 SY2234  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SY2234
 SY2234  HORZ ORDER  -  SECOND
 SY2234
 SY2234.This mark is at Renton Municipal Airport (RNT)
 SY2234
 SY2234.The horizontal coordinates were established by classical geodetic methods
 SY2234.and adjusted by the National Geodetic Survey in December 1991..
 SY2234
 SY2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2234
 SY2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2234
 SY2234.The geoid height was determined by GEOID03.
 SY2234
 SY2234;                    North         East     Units Scale Factor Converg.
 SY2234;SPC WA N     -    54,874.274   395,873.983   MT  1.00000280   -1 01 43.3
 SY2234;SPC WA N     -   180,033.35  1,298,796.56   sFT  1.00000280   -1 01 43.3
 SY2234;UTM  10      - 5,259,377.349   559,135.298   MT  0.99964297   +0 34 43.0
 SY2234
 SY2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2234!SPC WA N     -   1.00000219  x   1.00000280  =   1.00000499
 SY2234!UTM  10      -   1.00000219  x   0.99964297  =   0.99964516
 SY2234
 SY2234                          SUPERSEDED SURVEY CONTROL
 SY2234
 SY2234  NAD 83(1986)-  47 29 06.51290(N)    122 12 54.11632(W) AD(       ) 2
 SY2234  NAD 27      -  47 29 07.15432(N)    122 12 49.67849(W) AD(       ) 2
 SY2234  NGVD 29 (07/19/86)    8.     (m)           26.     (f) VERT ANG       
 SY2234
 SY2234.Superseded values are not recommended for survey control.
 SY2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2234.See file dsdata.txt to determine how the superseded data were derived.
 SY2234
 SY2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5913559377(NAD 83)
 SY2234_MARKER: Z = SEE DESCRIPTION
 SY2234_SETTING: 0 = UNSPECIFIED SETTING
 SY2234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2234
 SY2234  HISTORY     - Date     Condition        Report By
 SY2234  HISTORY     - 1973     MONUMENTED       WA-033
 SY2234  HISTORY     - 1988     GOOD             USPSQD
 SY2234
 SY2234                          STATION DESCRIPTION
 SY2234
 SY2234'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2234'CITY OF RENTON
 SY2234'
 SY2234'STATION SET FLUSH IN CONC. WALK (EXPAN. JOINT) ON NORTH SIDE
 SY2234'OF AIRPORT WAY.  POINT IS IN CENTER OF WALK.
 SY2234'
 SY2234'STATION IS APPROX. 150 FT EAST AND 48.5 FT NORTH OF INTERSECTION
 SY2234'OF LAKE AVE. SOUTH AND AIRPORT WAY.
 SY2234'
 SY2234'STATION IS JUST SOUTH OF SOUTH END OF THE RENTON AIRPORT.
 SY2234'
 SY2234'POINT IS 60.3 FT E OF E FACE OF LIGHT STANDARD.
 SY2234'
 SY2234'POINT IS 50.2 FT WNW OF W FACE OF LIGHT STANDARD.
 SY2234'
 SY2234'POINT IS 43.5 FT SW OF W FOOTING OF JET BLAST SHIELD.
 SY2234'
 SY2234'SURFACE MONUMENT--STAND. K.C.S. DISK IN EXPANSION JOINT - FLUSH.
 SY2234'
 SY2234'SUB-SURFACE MONUMENT--NONE
 SY2234'
 SY2234'DISK STAMPED--EN-80 1973
 SY2234
 SY2234                          STATION RECOVERY (1988)
 SY2234
 SY2234'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY2234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2229 ***********************************************************************
 SY2229  DESIGNATION -  EN 81 K CO 1973
 SY2229  PID         -  SY2229
 SY2229  STATE/COUNTY-  WA/KING
 SY2229  USGS QUAD   -  RENTON (1994)
 SY2229
 SY2229                         *CURRENT SURVEY CONTROL
 SY2229  ___________________________________________________________________
 SY2229* NAD 83(1991)-  47 29 18.74431(N)    122 12 27.84622(W)     ADJUSTED  
 SY2229* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 SY2229  ___________________________________________________________________
 SY2229  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 SY2229  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 SY2229
 SY2229  HORZ ORDER  -  SECOND
 SY2229
 SY2229.The horizontal coordinates were established by classical geodetic methods
 SY2229.and adjusted by the National Geodetic Survey in December 1991..
 SY2229
 SY2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2229
 SY2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2229
 SY2229.The geoid height was determined by GEOID03.
 SY2229
 SY2229;                    North         East     Units Scale Factor Converg.
 SY2229;SPC WA N     -    55,241.895   396,430.422   MT  1.00000216   -1 01 23.8
 SY2229;SPC WA N     -   181,239.45  1,300,622.14   sFT  1.00000216   -1 01 23.8
 SY2229;UTM  10      - 5,259,760.295   559,681.011   MT  0.99964377   +0 35 02.5
 SY2229
 SY2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2229!SPC WA N     -   1.00000207  x   1.00000216  =   1.00000423
 SY2229!UTM  10      -   1.00000207  x   0.99964377  =   0.99964584
 SY2229
 SY2229:                Primary Azimuth Mark                     Grid Az
 SY2229:SPC WA N     -  HIGH 1958                                202 39 29.0
 SY2229:UTM  10      -  HIGH 1958                                201 03 02.7
 SY2229
 SY2229|---------------------------------------------------------------------|
 SY2229| PID    Reference Object                     Distance      Geod. Az  |
 SY2229|                                                           dddmmss.s |
 SY2229| SY2114 HIGH 1958                           APPROX. 0.8 KM 2013805.2 |
 SY2229|---------------------------------------------------------------------|
 SY2229
 SY2229                          SUPERSEDED SURVEY CONTROL
 SY2229
 SY2229  NAD 83(1986)-  47 29 18.73773(N)    122 12 27.85413(W) AD(       ) 2
 SY2229  NAD 27      -  47 29 19.37898(N)    122 12 23.41690(W) AD(       ) 2
 SY2229  NGVD 29 (07/19/86)    8.8    (m)           29.     (f) VERT ANG       
 SY2229
 SY2229.Superseded values are not recommended for survey control.
 SY2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2229.See file dsdata.txt to determine how the superseded data were derived.
 SY2229
 SY2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5968159760(NAD 83)
 SY2229
 SY2229  HISTORY     - Date     Condition        Report By
 SY2229  HISTORY     - 1973     MONUMENTED       WA-033
 SY2229  HISTORY     - 1988     GOOD             USPSQD
 SY2229
 SY2229                          STATION DESCRIPTION
 SY2229
 SY2229'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2229'CITY OF RENTON
 SY2229'
 SY2229'STATION SET ABOUT 1 IN ABOVE RAISED TRAFFIC ISLAND AT NE
 SY2229'CORNER OF LOGAN AVE N. AND N 4TH ST. INTERSECTION.
 SY2229'
 SY2229'STATION IS JUST EAST OF RENTON STADIUM AND ATHLETIC FIELD.
 SY2229'
 SY2229'POINT IS 4.8 FT NNW OF FACE OF POWER POLE.
 SY2229'
 SY2229'POINT IS 11.6 FT EAST OF TRAFFIC SIGNAL STAND.
 SY2229'
 SY2229'SURFACE MONUMENT--SET KCS MON (AND DISK) 1 IN ABOVE SURFACE.
 SY2229'
 SY2229'SUB-SURFACE MONUMENT--SET KCS DISK 3.0 FT DOWN IN CONCR.
 SY2229'
 SY2229'DISK STAMPED--EN-81, 1973
 SY2229
 SY2229                          STATION RECOVERY (1988)
 SY2229
 SY2229'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY2229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2224 ***********************************************************************
 SY2224  DESIGNATION -  EN 82 K CO 1973
 SY2224  PID         -  SY2224
 SY2224  STATE/COUNTY-  WA/KING
 SY2224  USGS QUAD   -  RENTON (1994)
 SY2224
 SY2224                         *CURRENT SURVEY CONTROL
 SY2224  ___________________________________________________________________
 SY2224* NAD 83(1991)-  47 29 18.22337(N)    122 12 01.92904(W)     ADJUSTED  
 SY2224* NAVD 88     -        11.0    (meters)      36.     (feet)  VERTCON   
 SY2224  ___________________________________________________________________
 SY2224  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 SY2224  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SY2224
 SY2224  HORZ ORDER  -  SECOND
 SY2224
 SY2224.The horizontal coordinates were established by classical geodetic methods
 SY2224.and adjusted by the National Geodetic Survey in December 1991..
 SY2224
 SY2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2224
 SY2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2224
 SY2224.The geoid height was determined by GEOID03.
 SY2224
 SY2224;                    North         East     Units Scale Factor Converg.
 SY2224;SPC WA N     -    55,216.146   396,972.584   MT  1.00000218   -1 01 04.5
 SY2224;SPC WA N     -   181,154.97  1,302,400.89   sFT  1.00000218   -1 01 04.5
 SY2224;UTM  10      - 5,259,749.767   560,223.487   MT  0.99964457   +0 35 21.6
 SY2224
 SY2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2224!SPC WA N     -   1.00000190  x   1.00000218  =   1.00000408
 SY2224!UTM  10      -   1.00000190  x   0.99964457  =   0.99964646
 SY2224
 SY2224:                Primary Azimuth Mark                     Grid Az
 SY2224:SPC WA N     -  EN 90 K CO 1973                          088 17 34.1
 SY2224:UTM  10      -  EN 90 K CO 1973                          086 41 08.0
 SY2224
 SY2224|---------------------------------------------------------------------|
 SY2224| PID    Reference Object                     Distance      Geod. Az  |
 SY2224|                                                           dddmmss.s |
 SY2224| SY2221 EN 90 K CO 1973                     418.814 METERS 0871629.6 |
 SY2224|---------------------------------------------------------------------|
 SY2224
 SY2224                          SUPERSEDED SURVEY CONTROL
 SY2224
 SY2224  NAD 83(1986)-  47 29 18.21682(N)    122 12 01.93700(W) AD(       ) 2
 SY2224  NAD 27      -  47 29 18.85794(N)    122 11 57.50044(W) AD(       ) 2
 SY2224  NGVD 29 (07/19/86)    9.9    (m)           32.     (f) VERT ANG       
 SY2224
 SY2224.Superseded values are not recommended for survey control.
 SY2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2224.See file dsdata.txt to determine how the superseded data were derived.
 SY2224
 SY2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6022359750(NAD 83)
 SY2224_MARKER: Z = SEE DESCRIPTION
 SY2224_SETTING: 0 = UNSPECIFIED SETTING
 SY2224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2224
 SY2224  HISTORY     - Date     Condition        Report By
 SY2224  HISTORY     - 1973     MONUMENTED       WA-033
 SY2224  HISTORY     - 1988     GOOD             USPSQD
 SY2224
 SY2224                          STATION DESCRIPTION
 SY2224
 SY2224'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2224'CITY OF RENTON
 SY2224'
 SY2224'STATION IS SET AT ABOUT SAME ELEVATION AS CONCR. WALKS AND IS
 SY2224'30 FT WEST AND 28.5 FT SOUTH OF GARDEN AVE. N. AND N. 4TH
 SY2224'ST. INTERSECTION.
 SY2224'
 SY2224'POINT IS 2.6 FT NNW OF A.P. IN CYCLONE FENCE.
 SY2224'
 SY2224'POINT IS 1.0 FT SOUTH OF SOUTH EDGE CONCR. WALK.
 SY2224'
 SY2224'POINT IS 2.2 FT WEST OF WEST EDGE CONCR. WALK.
 SY2224'
 SY2224'SURFACE MONUMENT--SET K.C.S. DISK IN CONCR. APPRX. 1 IN ABOVE
 SY2224'GARDEN.
 SY2224'
 SY2224'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCR. 3.0 FT DOWN.
 SY2224'
 SY2224'DISK STAMPED--EN-82, 1973
 SY2224
 SY2224                          STATION RECOVERY (1988)
 SY2224
 SY2224'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY2224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3713 ***********************************************************************
 SY3713  DESIGNATION -  EN 83 K CO 1973
 SY3713  PID         -  SY3713
 SY3713  STATE/COUNTY-  WA/KING
 SY3713  USGS QUAD   -  AUBURN (1994)
 SY3713
 SY3713                         *CURRENT SURVEY CONTROL
 SY3713  ___________________________________________________________________
 SY3713* NAD 83(1991)-  47 30 15.89572(N)    122 11 46.68511(W)     ADJUSTED  
 SY3713* NAVD 88     -        66.1    (meters)     217.     (feet)  VERTCON   
 SY3713  ___________________________________________________________________
 SY3713  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 SY3713  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SY3713
 SY3713  HORZ ORDER  -  SECOND
 SY3713
 SY3713.The horizontal coordinates were established by classical geodetic methods
 SY3713.and adjusted by the National Geodetic Survey in December 1991..
 SY3713
 SY3713.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3713
 SY3713.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3713
 SY3713.The geoid height was determined by GEOID03.
 SY3713
 SY3713;                    North         East     Units Scale Factor Converg.
 SY3713;SPC WA N     -    56,991.330   397,323.185   MT  0.99999918   -1 00 53.1
 SY3713;SPC WA N     -   186,979.06  1,303,551.15   sFT  0.99999918   -1 00 53.1
 SY3713;UTM  10      - 5,261,533.452   560,524.051   MT  0.99964502   +0 35 33.4
 SY3713
 SY3713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3713!SPC WA N     -   0.99999327  x   0.99999918  =   0.99999245
 SY3713!UTM  10      -   0.99999327  x   0.99964502  =   0.99963829
 SY3713
 SY3713:                Primary Azimuth Mark                     Grid Az
 SY3713:SPC WA N     -  HIGH 1958                                205 44 15.4
 SY3713:UTM  10      -  HIGH 1958                                204 07 48.9
 SY3713
 SY3713|---------------------------------------------------------------------|
 SY3713| PID    Reference Object                     Distance      Geod. Az  |
 SY3713|                                                           dddmmss.s |
 SY3713| SY2114 HIGH 1958                           APPROX. 2.8 KM 2044322.3 |
 SY3713|---------------------------------------------------------------------|
 SY3713
 SY3713                          SUPERSEDED SURVEY CONTROL
 SY3713
 SY3713  NAD 83(1986)-  47 30 15.88822(N)    122 11 46.69335(W) AD(       ) 2
 SY3713  NAD 27      -  47 30 16.52941(N)    122 11 42.25652(W) AD(       ) 2
 SY3713  NGVD 29 (07/19/86)   65.0    (m)          213.     (f) VERT ANG       
 SY3713
 SY3713.Superseded values are not recommended for survey control.
 SY3713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3713.See file dsdata.txt to determine how the superseded data were derived.
 SY3713
 SY3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6052461533(NAD 83)
 SY3713_MARKER: Z = SEE DESCRIPTION
 SY3713_SETTING: 0 = UNSPECIFIED SETTING
 SY3713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3713
 SY3713  HISTORY     - Date     Condition        Report By
 SY3713  HISTORY     - 1973     MONUMENTED       WA-033
 SY3713
 SY3713                          STATION DESCRIPTION
 SY3713
 SY3713'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY3713'CITY OF RENTON
 SY3713'
 SY3713'STATION IS SET FLUSH IN GRASS WHERE JONES AVE. NE DEADENDS
 SY3713'JUST SOUTH OF NE 14TH ST.
 SY3713'
 SY3713'POINT IS 59.5 FT SOUTH AND 6.5 FT EAST OF NE 14TH ST. AND
 SY3713'JONES AVE NE INTERSECTION.
 SY3713'
 SY3713'POINT IS 57.8 FT E.S.E. OF S.E. CORNER OF HOUSE 1401.
 SY3713'
 SY3713'POINT IS 17.4 FT E.N.E. OF CENTER OF WOOD GUARD WEST POST.
 SY3713'
 SY3713'POINT IS 6.4 NORTH OF CENTER OF EAST GUARD POST.
 SY3713'
 SY3713'SURFACE MONUMENT--SET K.C.S. DISK IN CONCR. MON. FLUSH
 SY3713'
 SY3713'SUB-SURFACE MONUMENT--SET K.C.S. DISK 3.0 FT DOWN IN CONCR.
 SY3713'
 SY3713'DISK STAMPED EN-83, 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2225 ***********************************************************************
 SY2225  DESIGNATION -  EN 84 K CO 1973
 SY2225  PID         -  SY2225
 SY2225  STATE/COUNTY-  WA/KING
 SY2225  USGS QUAD   -  RENTON (1994)
 SY2225
 SY2225                         *CURRENT SURVEY CONTROL
 SY2225  ___________________________________________________________________
 SY2225* NAD 83(1991)-  47 29 35.40414(N)    122 12 08.44759(W)     ADJUSTED  
 SY2225* NAVD 88     -         9.5    (meters)      31.     (feet)  VERTCON   
 SY2225  ___________________________________________________________________
 SY2225  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 SY2225  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 SY2225
 SY2225  HORZ ORDER  -  SECOND
 SY2225
 SY2225.The horizontal coordinates were established by classical geodetic methods
 SY2225.and adjusted by the National Geodetic Survey in December 1991..
 SY2225
 SY2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2225
 SY2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2225
 SY2225.The geoid height was determined by GEOID03.
 SY2225
 SY2225;                    North         East     Units Scale Factor Converg.
 SY2225;SPC WA N     -    55,749.090   396,845.588   MT  1.00000128   -1 01 09.3
 SY2225;SPC WA N     -   182,903.47  1,301,984.23   sFT  1.00000128   -1 01 09.3
 SY2225;UTM  10      - 5,260,278.750   560,081.644   MT  0.99964436   +0 35 17.0
 SY2225
 SY2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2225!SPC WA N     -   1.00000213  x   1.00000128  =   1.00000341
 SY2225!UTM  10      -   1.00000213  x   0.99964436  =   0.99964649
 SY2225
 SY2225:                Primary Azimuth Mark                     Grid Az
 SY2225:SPC WA N     -  EN 83 K CO 1973                          021 01 47.9
 SY2225:UTM  10      -  EN 83 K CO 1973                          019 25 21.6
 SY2225
 SY2225|---------------------------------------------------------------------|
 SY2225| PID    Reference Object                     Distance      Geod. Az  |
 SY2225|                                                           dddmmss.s |
 SY2225| SY3713 EN 83 K CO 1973                     APPROX. 1.3 KM 0200038.6 |
 SY2225| SY2227 EN 88 K CO 1973                     200.542 METERS 23536     |
 SY2225|---------------------------------------------------------------------|
 SY2225
 SY2225                          SUPERSEDED SURVEY CONTROL
 SY2225
 SY2225  NAD 83(1986)-  47 29 35.39670(N)    122 12 08.45620(W) AD(       ) 2
 SY2225  NAD 27      -  47 29 36.03793(N)    122 12 04.01930(W) AD(       ) 2
 SY2225  NGVD 29 (07/19/86)    8.4    (m)           28.     (f) VERT ANG       
 SY2225
 SY2225.Superseded values are not recommended for survey control.
 SY2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2225.See file dsdata.txt to determine how the superseded data were derived.
 SY2225
 SY2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6008260279(NAD 83)
 SY2225_MARKER: Z = SEE DESCRIPTION
 SY2225_SETTING: 0 = UNSPECIFIED SETTING
 SY2225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2225
 SY2225  HISTORY     - Date     Condition        Report By
 SY2225  HISTORY     - 1973     MONUMENTED       WA-033
 SY2225  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY2225
 SY2225                          STATION DESCRIPTION
 SY2225
 SY2225'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2225'CITY OF RENTON
 SY2225'
 SY2225'STATION SET ABOUT FLUSH WITH LAWN AT MOTHERS PARK RECREATION
 SY2225'BUILDING SITE.
 SY2225'
 SY2225'STATION IS APPRX. 400 FT + OR - NORTH AND 32.5 FT WEST OF N. 6TH
 SY2225'ST. AND PARK AVE. N. INTERSECTION.
 SY2225'
 SY2225'POINT IS 31.7 FT EAST OF SE CORNER OF REC. CENTER BLDG.
 SY2225'
 SY2225'POINT IS 6.7 FT NORTH OF NORTH SIDE OF TELE. BOOTH.
 SY2225'
 SY2225'POINT IS 2.8 FT NORTH OF NORTH EDGE OF CONC. WALK.
 SY2225'
 SY2225'POINT IS 2.1 FT WEST OF WEST EDGE OF CONC. WALK.
 SY2225'
 SY2225'SURFACE MONUMENT--SET K.C.S. DISK IN CONC. MON. 1 IN BELOW
 SY2225'LAWN.
 SY2225'
 SY2225'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCR. MON. 3.0 FT
 SY2225'DOWN.
 SY2225'
 SY2225'DISK STAMPED--EN-84, 1973
 SY2225
 SY2225                          STATION RECOVERY (1988)
 SY2225
 SY2225'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY2225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3711 ***********************************************************************
 SY3711  DESIGNATION -  EN 85 K CO 1973
 SY3711  PID         -  SY3711
 SY3711  STATE/COUNTY-  WA/KING
 SY3711  USGS QUAD   -  AUBURN (1994)
 SY3711
 SY3711                         *CURRENT SURVEY CONTROL
 SY3711  ___________________________________________________________________
 SY3711* NAD 83(1991)-  47 30 56.30657(N)    122 11 08.76835(W)     ADJUSTED  
 SY3711* NAVD 88     -        97.4    (meters)     320.     (feet)  VERTCON   
 SY3711  ___________________________________________________________________
 SY3711  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 SY3711  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SY3711
 SY3711  HORZ ORDER  -  SECOND
 SY3711
 SY3711.The horizontal coordinates were established by classical geodetic methods
 SY3711.and adjusted by the National Geodetic Survey in December 1991..
 SY3711
 SY3711.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3711
 SY3711.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3711
 SY3711.The geoid height was determined by GEOID03.
 SY3711
 SY3711;                    North         East     Units Scale Factor Converg.
 SY3711;SPC WA N     -    58,225.168   398,138.477   MT  0.99999712   -1 00 24.9
 SY3711;SPC WA N     -   191,027.07  1,306,225.99   sFT  0.99999712   -1 00 24.9
 SY3711;UTM  10      - 5,262,789.230   561,304.138   MT  0.99964618   +0 36 01.7
 SY3711
 SY3711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3711!SPC WA N     -   0.99998837  x   0.99999712  =   0.99998549
 SY3711!UTM  10      -   0.99998837  x   0.99964618  =   0.99963455
 SY3711
 SY3711                          SUPERSEDED SURVEY CONTROL
 SY3711
 SY3711  NAD 83(1986)-  47 30 56.29860(N)    122 11 08.77636(W) AD(       ) 2
 SY3711  NAD 27      -  47 30 56.93957(N)    122 11 04.34002(W) AD(       ) 2
 SY3711  NGVD 29 (07/19/86)   96.3    (m)          316.     (f) VERT ANG       
 SY3711
 SY3711.Superseded values are not recommended for survey control.
 SY3711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3711.See file dsdata.txt to determine how the superseded data were derived.
 SY3711
 SY3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6130462789(NAD 83)
 SY3711_MARKER: Z = SEE DESCRIPTION
 SY3711_SETTING: 0 = UNSPECIFIED SETTING
 SY3711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3711
 SY3711  HISTORY     - Date     Condition        Report By
 SY3711  HISTORY     - 1973     MONUMENTED       WA-033
 SY3711  HISTORY     - 20050918 MARK NOT FOUND   USPSQD
 SY3711
 SY3711                          STATION DESCRIPTION
 SY3711
 SY3711'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY3711'RENTON
 SY3711'
 SY3711'POINT IS LOCATED NEAR INTERSECTION OF EDMONDS AVE. NE AND NE
 SY3711'27TH ST.  POINT IS 6 FT + OR - WEST OF EXTENSION OF EDMONDS
 SY3711'AVE. CENTERLINE, AND 32 FT NORTH OF CENTERLINE OF NE 27TH
 SY3711'ST.  POINT IS 2.7 FT NORTH OF NORTH EDGE CONC. DRWY. RAMP, AND
 SY3711'77.5 FT EAST OF THE CENTER BOLT OF A HYDRANT, AND 6.2 FT NW OF
 SY3711'A METAL LIGHT STANDARD, AND 17.3 FT SE OF A RR SPIKE IN A
 SY3711'TELEPHONE POLE.
 SY3711'
 SY3711'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONCR. MON. FLUSH
 SY3711'WITH SURFACE.
 SY3711'
 SY3711'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONCR. BURIED
 SY3711'3.5 FT BELOW SURFACE.
 SY3711'
 SY3711'DISK STAMPED EN-85, 1973
 SY3711
 SY3711                          STATION RECOVERY (2005)
 SY3711
 SY3711'RECOVERY NOTE BY US POWER SQUADRON 2005 (DVV)
 SY3711'TELEPHONE POLE WITH SPIKE GONE, CONCRETE DRIVEWAY GONE.  CHECKED
 SY3711'SURFACE IN DESCRIBED AREA WITH METAL DETECTOR AND COULD NOT LOCATE
 SY3711'SURFACE MARKER. COULD NOT CHECK FOR BURIED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3710 ***********************************************************************
 SY3710  DESIGNATION -  EN 86 K CO 1973
 SY3710  PID         -  SY3710
 SY3710  STATE/COUNTY-  WA/KING
 SY3710  USGS QUAD   -  AUBURN (1994)
 SY3710
 SY3710                         *CURRENT SURVEY CONTROL
 SY3710  ___________________________________________________________________
 SY3710* NAD 83(1991)-  47 30 23.98699(N)    122 11 07.84720(W)     ADJUSTED  
 SY3710* NAVD 88     -       106.7    (meters)     350.     (feet)  VERTCON   
 SY3710  ___________________________________________________________________
 SY3710  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 SY3710  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SY3710
 SY3710  HORZ ORDER  -  SECOND
 SY3710
 SY3710.The horizontal coordinates were established by classical geodetic methods
 SY3710.and adjusted by the National Geodetic Survey in December 1991..
 SY3710
 SY3710.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3710
 SY3710.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3710
 SY3710.The geoid height was determined by GEOID03.
 SY3710
 SY3710;                    North         East     Units Scale Factor Converg.
 SY3710;SPC WA N     -    57,226.842   398,140.210   MT  0.99999876   -1 00 24.2
 SY3710;SPC WA N     -   187,751.73  1,306,231.67   sFT  0.99999876   -1 00 24.2
 SY3710;UTM  10      - 5,261,791.696   561,333.862   MT  0.99964623   +0 36 02.1
 SY3710
 SY3710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3710!SPC WA N     -   0.99998690  x   0.99999876  =   0.99998566
 SY3710!UTM  10      -   0.99998690  x   0.99964623  =   0.99963314
 SY3710
 SY3710:                Primary Azimuth Mark                     Grid Az
 SY3710:SPC WA N     -  RENTON DIST 90 TANK NO 3                 111 52 34.9
 SY3710:UTM  10      -  RENTON DIST 90 TANK NO 3                 110 16 08.6
 SY3710
 SY3710|---------------------------------------------------------------------|
 SY3710| PID    Reference Object                     Distance      Geod. Az  |
 SY3710|                                                           dddmmss.s |
 SY3710| SY3699 RENTON DIST 90 TANK NO 3            APPROX. 0.9 KM 1105210.7 |
 SY3710| SY2149 RENTON DIST 58 TANK NO 1            APPROX. 5.2 KM 1830054.5 |
 SY3710|---------------------------------------------------------------------|
 SY3710
 SY3710                          SUPERSEDED SURVEY CONTROL
 SY3710
 SY3710  NAD 83(1986)-  47 30 23.97929(N)    122 11 07.85535(W) AD(       ) 2
 SY3710  NAD 27      -  47 30 24.62017(N)    122 11 03.41934(W) AD(       ) 2
 SY3710  NGVD 29 (07/19/86)  105.6    (m)          346.     (f) VERT ANG       
 SY3710
 SY3710.Superseded values are not recommended for survey control.
 SY3710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3710.See file dsdata.txt to determine how the superseded data were derived.
 SY3710
 SY3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6133461792(NAD 83)
 SY3710_MARKER: Z = SEE DESCRIPTION
 SY3710_SETTING: 0 = UNSPECIFIED SETTING
 SY3710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3710
 SY3710  HISTORY     - Date     Condition        Report By
 SY3710  HISTORY     - 1973     MONUMENTED       WA-033
 SY3710
 SY3710                          STATION DESCRIPTION
 SY3710
 SY3710'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY3710'RENTON
 SY3710'
 SY3710'POINT IS LOCATED ON EDMONDS AVE. NE 29 FT EAST OF CENTERLINE
 SY3710'AND 130 FT + NORTH OF CENTERLINE OF NE 16TH ST.  POINT 2.2 FT
 SY3710'EAST OF THE EAST EDGE OF THE SIDEWALK AND 25.8 FT NORTH OF THE
 SY3710'FACE OF A METAL LIGHT STANDARD AND 61.0 FT W.S.W. OF THE
 SY3710'NORTHERLY MOST OF TWIN 24 IN COTTON WOOD TREES.
 SY3710'
 SY3710'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONCR. MON. FLUSH
 SY3710'WITH SURFACE
 SY3710'
 SY3710'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONCR. BURIED
 SY3710'3 FT BELOW SURFACE.
 SY3710'
 SY3710'DISK STAMPED--EN-86, 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2236 ***********************************************************************
 SY2236  DESIGNATION -  EN 87 K CO 1973
 SY2236  PID         -  SY2236
 SY2236  STATE/COUNTY-  WA/KING
 SY2236  USGS QUAD   -  RENTON (1994)
 SY2236
 SY2236                         *CURRENT SURVEY CONTROL
 SY2236  ___________________________________________________________________
 SY2236* NAD 83(1991)-  47 28 24.93882(N)    122 12 59.74135(W)     ADJUSTED  
 SY2236* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 SY2236  ___________________________________________________________________
 SY2236  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 SY2236  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 SY2236
 SY2236  HORZ ORDER  -  SECOND
 SY2236
 SY2236.The horizontal coordinates were established by classical geodetic methods
 SY2236.and adjusted by the National Geodetic Survey in December 1991..
 SY2236
 SY2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2236
 SY2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2236
 SY2236.The geoid height was determined by GEOID03.
 SY2236
 SY2236;                    North         East     Units Scale Factor Converg.
 SY2236;SPC WA N     -    53,592.424   395,732.990   MT  1.00000503   -1 01 47.5
 SY2236;SPC WA N     -   175,827.81  1,298,333.98   sFT  1.00000503   -1 01 47.5
 SY2236;UTM  10      - 5,258,092.512   559,030.352   MT  0.99964282   +0 34 38.5
 SY2236
 SY2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2236!SPC WA N     -   1.00000237  x   1.00000503  =   1.00000740
 SY2236!UTM  10      -   1.00000237  x   0.99964282  =   0.99964519
 SY2236
 SY2236|---------------------------------------------------------------------|
 SY2236| PID    Reference Object                     Distance      Geod. Az  |
 SY2236|                                                           dddmmss.s |
 SY2236| SY2233 EN 61 K CO 1973                     212.263 METERS 04331     |
 SY2236| SY3699 RENTON DIST 90 TANK NO 3            APPROX. 4.6 KM 0435858.4 |
 SY2236|---------------------------------------------------------------------|
 SY2236
 SY2236                          SUPERSEDED SURVEY CONTROL
 SY2236
 SY2236  NAD 83(1986)-  47 28 24.93174(N)    122 12 59.74987(W) AD(       ) 2
 SY2236  NAD 27      -  47 28 25.57283(N)    122 12 55.31267(W) AD(       ) 2
 SY2236  NGVD 29 (07/19/86)    6.8    (m)           22.     (f) VERT ANG       
 SY2236
 SY2236.Superseded values are not recommended for survey control.
 SY2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2236.See file dsdata.txt to determine how the superseded data were derived.
 SY2236
 SY2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5903058093(NAD 83)
 SY2236_MARKER: Z = SEE DESCRIPTION
 SY2236_SETTING: 0 = UNSPECIFIED SETTING
 SY2236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2236
 SY2236  HISTORY     - Date     Condition        Report By
 SY2236  HISTORY     - 1973     MONUMENTED       WA-033
 SY2236  HISTORY     - 1988     GOOD             USPSQD
 SY2236
 SY2236                          STATION DESCRIPTION
 SY2236
 SY2236'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2236'CITY OF RENTON
 SY2236'
 SY2236'POINT IS LOCATED AT THE SW CORNER OF THE INTERSECTION OF
 SY2236'RAINIER AVE. SO AND SW 7TH ST.  IT IS SET FLUSH IN THE
 SY2236'CONC. SIDEWALK.
 SY2236'
 SY2236'POINT IS 3.9 FT FROM THE EDGE OF THE CURB.
 SY2236'
 SY2236'POINT IS 27.5 FT NORTH OF THE FACE OF A POWER POLE.
 SY2236'
 SY2236'POINT IS 61.5 FT SOUTH OF SW 7TH ST CENTERLINE.
 SY2236'
 SY2236'POINT IS 52.5 FT NW OF RAINIER AVE. SO. CENTERLINE.
 SY2236'
 SY2236'PEOPLES NATIONAL BANK LIES ABOUT 125 FT + OR - TO THE SW
 SY2236'
 SY2236'SURFACE MONUMENT--STAND K.C.S. DISK SET IN CONCR. FLUSH
 SY2236'
 SY2236'SUB-SURFACE MONUMENT--NONE
 SY2236'
 SY2236'DISK STAMPED--EN-87
 SY2236
 SY2236                          STATION RECOVERY (1988)
 SY2236
 SY2236'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY2236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2227 ***********************************************************************
 SY2227  DESIGNATION -  EN 88 K CO 1973
 SY2227  PID         -  SY2227
 SY2227  STATE/COUNTY-  WA/KING
 SY2227  USGS QUAD   -  RENTON (1994)
 SY2227
 SY2227                         *CURRENT SURVEY CONTROL
 SY2227  ___________________________________________________________________
 SY2227* NAD 83(1991)-  47 29 31.73474(N)    122 12 16.35202(W)     ADJUSTED  
 SY2227* NAVD 88     -         9.5    (meters)      31.     (feet)  VERTCON   
 SY2227  ___________________________________________________________________
 SY2227  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 SY2227  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY2227
 SY2227  HORZ ORDER  -  SECOND
 SY2227
 SY2227.The horizontal coordinates were established by classical geodetic methods
 SY2227.and adjusted by the National Geodetic Survey in December 1991..
 SY2227
 SY2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2227
 SY2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2227
 SY2227.The geoid height was determined by GEOID03.
 SY2227
 SY2227;                    North         East     Units Scale Factor Converg.
 SY2227;SPC WA N     -    55,638.730   396,678.144   MT  1.00000147   -1 01 15.2
 SY2227;SPC WA N     -   182,541.40  1,301,434.88   sFT  1.00000147   -1 01 15.2
 SY2227;UTM  10      - 5,260,163.778   559,917.420   MT  0.99964412   +0 35 11.1
 SY2227
 SY2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2227!SPC WA N     -   1.00000213  x   1.00000147  =   1.00000360
 SY2227!UTM  10      -   1.00000213  x   0.99964412  =   0.99964625
 SY2227
 SY2227|---------------------------------------------------------------------|
 SY2227| PID    Reference Object                     Distance      Geod. Az  |
 SY2227|                                                           dddmmss.s |
 SY2227| SY2225 EN 84 K CO 1973                     200.542 METERS 05535     |
 SY2227| SY2209 EN 89 K CO 1973                     APPROX. 1.4 KM 0914701.6 |
 SY2227|---------------------------------------------------------------------|
 SY2227
 SY2227                          SUPERSEDED SURVEY CONTROL
 SY2227
 SY2227  NAD 83(1986)-  47 29 31.72728(N)    122 12 16.36080(W) AD(       ) 2
 SY2227  NAD 27      -  47 29 32.36854(N)    122 12 11.92373(W) AD(       ) 2
 SY2227  NGVD 29 (07/19/86)    8.4    (m)           28.     (f) VERT ANG       
 SY2227
 SY2227.Superseded values are not recommended for survey control.
 SY2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2227.See file dsdata.txt to determine how the superseded data were derived.
 SY2227
 SY2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5991760164(NAD 83)
 SY2227_MARKER: Z = SEE DESCRIPTION
 SY2227_SETTING: 0 = UNSPECIFIED SETTING
 SY2227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2227
 SY2227  HISTORY     - Date     Condition        Report By
 SY2227  HISTORY     - 1973     MONUMENTED       WA-033
 SY2227  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY2227
 SY2227                          STATION DESCRIPTION
 SY2227
 SY2227'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2227'CITY OF RENTON
 SY2227'
 SY2227'POINT IS LOCATED NEAR INTERSECTION OF NORTH 6TH ST. AND WELLS
 SY2227'AVE. NORTH.
 SY2227'
 SY2227'POINT IS 17 FT WEST OF CENTERLINE OF WELLS AVE. N.
 SY2227'
 SY2227'POINT IS 24 FT NORTH OF CENTERLINE OF N. 6TH ST.
 SY2227'
 SY2227'POINT IS 2.6 FT EAST OF EAST FACE OF UTILITY POLE
 SY2227'
 SY2227'POINT IS 1.8 FT NORTH OF SOUTH EDGE OF CONC. CURB AND WALK
 SY2227'
 SY2227'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. FLUSH WITH
 SY2227'SIDEWALK SURFACE.
 SY2227'
 SY2227'SUB-SURFACE--NONE
 SY2227'
 SY2227'DISK STAMPED EN-88, 1973
 SY2227
 SY2227                          STATION RECOVERY (1988)
 SY2227
 SY2227'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 SY2227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2209 ***********************************************************************
 SY2209  DESIGNATION -  EN 89 K CO 1973
 SY2209  PID         -  SY2209
 SY2209  STATE/COUNTY-  WA/KING
 SY2209  USGS QUAD   -  RENTON (1994)
 SY2209
 SY2209                         *CURRENT SURVEY CONTROL
 SY2209  ___________________________________________________________________
 SY2209* NAD 83(1991)-  47 29 30.29577(N)    122 11 08.44489(W)     ADJUSTED  
 SY2209* NAVD 88     -        85.0    (meters)     279.     (feet)  VERTCON   
 SY2209  ___________________________________________________________________
 SY2209  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 SY2209  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SY2209
 SY2209  HORZ ORDER  -  SECOND
 SY2209
 SY2209.The horizontal coordinates were established by classical geodetic methods
 SY2209.and adjusted by the National Geodetic Survey in December 1991..
 SY2209
 SY2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2209
 SY2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2209
 SY2209.The geoid height was determined by GEOID03.
 SY2209
 SY2209;                    North         East     Units Scale Factor Converg.
 SY2209;SPC WA N     -    55,569.145   398,098.567   MT  1.00000155   -1 00 24.7
 SY2209;SPC WA N     -   182,313.10  1,306,095.05   sFT  1.00000155   -1 00 24.7
 SY2209;UTM  10      - 5,260,134.070   561,338.729   MT  0.99964624   +0 36 01.2
 SY2209
 SY2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2209!SPC WA N     -   0.99999030  x   1.00000155  =   0.99999185
 SY2209!UTM  10      -   0.99999030  x   0.99964624  =   0.99963654
 SY2209
 SY2209:                Primary Azimuth Mark                     Grid Az
 SY2209:SPC WA N     -  HARDIE                                   260 23 16.3
 SY2209:UTM  10      -  HARDIE                                   258 46 50.4
 SY2209
 SY2209|---------------------------------------------------------------------|
 SY2209| PID    Reference Object                     Distance      Geod. Az  |
 SY2209|                                                           dddmmss.s |
 SY2209| SY2152 HARDIE                              APPROX. 2.6 KM 2592251.6 |
 SY2209| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 4.2 KM 2650721.8 |
 SY2209|---------------------------------------------------------------------|
 SY2209
 SY2209                          SUPERSEDED SURVEY CONTROL
 SY2209
 SY2209  NAD 83(1986)-  47 29 30.28800(N)    122 11 08.45204(W) AD(       ) 2
 SY2209  NAD 27      -  47 29 30.92879(N)    122 11 04.01686(W) AD(       ) 2
 SY2209  NGVD 29 (07/19/86)   83.9    (m)          275.     (f) VERT ANG       
 SY2209
 SY2209.Superseded values are not recommended for survey control.
 SY2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2209.See file dsdata.txt to determine how the superseded data were derived.
 SY2209
 SY2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6133960134(NAD 83)
 SY2209_MARKER: Z = SEE DESCRIPTION
 SY2209_SETTING: 0 = UNSPECIFIED SETTING
 SY2209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2209
 SY2209  HISTORY     - Date     Condition        Report By
 SY2209  HISTORY     - 1973     MONUMENTED       WA-033
 SY2209
 SY2209                          STATION DESCRIPTION
 SY2209
 SY2209'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2209'THIS POINT IS LOCATED ON EDMONDS AVE. NE 22.0 WEST OF THE
 SY2209'PROJECTED CENTERLINE OF THE INTERSECTION OF NE 5TH PL. AND
 SY2209'EDMONDS AVE NE.
 SY2209'
 SY2209'THE POINT IS ALSO 62.0 N OF A SPIKE IN A POWER POLE ON THE
 SY2209'WEST SIDE OF EDMONDS AVE. AND 3.0 EAST OF REF. POST.  POINT IS
 SY2209'116.6 FT NORTH OF THE CENTER BOLT OF A HYDRANT AND 91.1 FT SW OF
 SY2209'THE NW CORNER OF HOUSE 568.
 SY2209'
 SY2209'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONCR. MON. (DOWN
 SY2209'4-6 INCHES)
 SY2209'
 SY2209'SUB-SURFACE--STAND. K.C.S. DISK SET IN CONCR. (DOWN 2 TO 3 FT.)
 SY2209'
 SY2209'DISK STAMPED--EN-89, 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2199 ***********************************************************************
 SY2199  DESIGNATION -  EN 9 K CO 1970
 SY2199  PID         -  SY2199
 SY2199  STATE/COUNTY-  WA/KING
 SY2199  USGS QUAD   -  RENTON (1994)
 SY2199
 SY2199                         *CURRENT SURVEY CONTROL
 SY2199  ___________________________________________________________________
 SY2199* NAD 83(1991)-  47 29 05.96653(N)    122 10 39.64461(W)     ADJUSTED  
 SY2199* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 SY2199  ___________________________________________________________________
 SY2199  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 SY2199  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 SY2199
 SY2199  HORZ ORDER  -  SECOND
 SY2199
 SY2199.The horizontal coordinates were established by classical geodetic methods
 SY2199.and adjusted by the National Geodetic Survey in December 1991..
 SY2199
 SY2199.The orthometric height was scaled from a topographic map.
 SY2199
 SY2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2199
 SY2199.The geoid height was determined by GEOID03.
 SY2199
 SY2199;                    North         East     Units Scale Factor Converg.
 SY2199;SPC WA N     -    54,807.325   398,688.199   MT  1.00000283   -1 00 03.2
 SY2199;SPC WA N     -   179,813.70  1,308,029.53   sFT  1.00000283   -1 00 03.2
 SY2199;UTM  10      - 5,259,389.352   561,949.278   MT  0.99964716   +0 36 22.1
 SY2199
 SY2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2199!SPC WA N     -   0.99998855  x   1.00000283  =   0.99999138
 SY2199!UTM  10      -   0.99998855  x   0.99964716  =   0.99963571
 SY2199
 SY2199|---------------------------------------------------------------------|
 SY2199| PID    Reference Object                     Distance      Geod. Az  |
 SY2199|                                                           dddmmss.s |
 SY2199| SY2196 EN 10 K CO 1970                     340.529 METERS 00140     |
 SY2199| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 4.8 KM 2744536.2 |
 SY2199|---------------------------------------------------------------------|
 SY2199
 SY2199                          SUPERSEDED SURVEY CONTROL
 SY2199
 SY2199  NAD 83(1986)-  47 29 05.95918(N)    122 10 39.65308(W) AD(       ) 2
 SY2199  NAD 27      -  47 29 06.59968(N)    122 10 35.21895(W) AD(       ) 2
 SY2199
 SY2199.Superseded values are not recommended for survey control.
 SY2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2199.See file dsdata.txt to determine how the superseded data were derived.
 SY2199
 SY2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6194959389(NAD 83)
 SY2199_MARKER: Z = SEE DESCRIPTION
 SY2199_SETTING: 0 = UNSPECIFIED SETTING
 SY2199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2199
 SY2199  HISTORY     - Date     Condition        Report By
 SY2199  HISTORY     - 1970     MONUMENTED       WA-033
 SY2199
 SY2199                          STATION DESCRIPTION
 SY2199
 SY2199'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2199'THIS POINT IS LOCATED APPROX. 0.2 MILE SOUTH OF N.E. 4TH
 SY2199'ST.  (CITY OF RENTON-S.E. 128TH ST. K.C.) IT IS APPROX. 75 FT
 SY2199'N.N.E. OF THE MAIN GATE TO THE KING COUNTY REFUSE TRANSFER
 SY2199'STATION.  IT IS 37.0 FT E.S.E. OF THE CENTERLINE OF THE ROAD TO
 SY2199'THE TRANSFER SITE.  IT IS 16.0 FT WEST OF THE CENTER OF A PAVED
 SY2199'ACCESS ROAD TO A U.S. GOVT TEST SITE.  IT IS 13.8 FT NORTH OF
 SY2199'THE WESTERLY GATEPOST OF TEST SITE.  IT IS 28.5 FT W.N.W. OF
 SY2199'THE EASTERLY GATEPOST.  IT IS 4.0 FT NORTH OF A 4 IN X 4 IN
 SY2199'REF. POST.  THERE IS A CONC. MON WITH TACK-IN-LEAD 2.5 FT
 SY2199'BELOW THE SURFACE POINT.
 SY2199'
 SY2199'SURFACE MONUMENT--K.C.S. DISK SET IN CONC ON SURFACE.
 SY2199'
 SY2199'NO SUB-SURFACE MONUMENT
 SY2199'
 SY2199'DISK STAMPED--EN-9, 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2221 ***********************************************************************
 SY2221  DESIGNATION -  EN 90 K CO 1973
 SY2221  PID         -  SY2221
 SY2221  STATE/COUNTY-  WA/KING
 SY2221  USGS QUAD   -  RENTON (1994)
 SY2221
 SY2221                         *CURRENT SURVEY CONTROL
 SY2221  ___________________________________________________________________
 SY2221* NAD 83(1991)-  47 29 18.86764(N)    122 11 41.94462(W)     ADJUSTED  
 SY2221* NAVD 88     -        11.9    (meters)      39.     (feet)  VERTCON   
 SY2221  ___________________________________________________________________
 SY2221  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 SY2221  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SY2221
 SY2221  HORZ ORDER  -  SECOND
 SY2221
 SY2221.The horizontal coordinates were established by classical geodetic methods
 SY2221.and adjusted by the National Geodetic Survey in December 1991..
 SY2221
 SY2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2221
 SY2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2221
 SY2221.The geoid height was determined by GEOID03.
 SY2221
 SY2221;                    North         East     Units Scale Factor Converg.
 SY2221;SPC WA N     -    55,228.623   397,391.212   MT  1.00000215   -1 00 49.6
 SY2221;SPC WA N     -   181,195.91  1,303,774.33   sFT  1.00000215   -1 00 49.6
 SY2221;UTM  10      - 5,259,773.972   560,641.452   MT  0.99964519   +0 35 36.3
 SY2221
 SY2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2221!SPC WA N     -   1.00000175  x   1.00000215  =   1.00000390
 SY2221!UTM  10      -   1.00000175  x   0.99964519  =   0.99964694
 SY2221
 SY2221:                Primary Azimuth Mark                     Grid Az
 SY2221:SPC WA N     -  EN 91 K CO 1973                          024 12 18.0
 SY2221:UTM  10      -  EN 91 K CO 1973                          022 35 52.1
 SY2221
 SY2221|---------------------------------------------------------------------|
 SY2221| PID    Reference Object                     Distance      Geod. Az  |
 SY2221|                                                           dddmmss.s |
 SY2221| SY2220 EN 91 K CO 1973                     APPROX. 0.7 KM 0231128.4 |
 SY2221| SY2224 EN 82 K CO 1973                     418.814 METERS 2671644.3 |
 SY2221|---------------------------------------------------------------------|
 SY2221
 SY2221                          SUPERSEDED SURVEY CONTROL
 SY2221
 SY2221  NAD 83(1986)-  47 29 18.86112(N)    122 11 41.95245(W) AD(       ) 2
 SY2221  NAD 27      -  47 29 19.50213(N)    122 11 37.51649(W) AD(       ) 2
 SY2221  NGVD 29 (07/19/86)   10.8    (m)           35.     (f) VERT ANG       
 SY2221
 SY2221.Superseded values are not recommended for survey control.
 SY2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2221.See file dsdata.txt to determine how the superseded data were derived.
 SY2221
 SY2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6064159774(NAD 83)
 SY2221_MARKER: Z = SEE DESCRIPTION
 SY2221_SETTING: 0 = UNSPECIFIED SETTING
 SY2221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2221
 SY2221  HISTORY     - Date     Condition        Report By
 SY2221  HISTORY     - 1973     MONUMENTED       WA-033
 SY2221
 SY2221                          STATION DESCRIPTION
 SY2221
 SY2221'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2221'CITY OF RENTON
 SY2221'
 SY2221'POINT IS LOCATED IN THE NE CORNER OF THE INTERSECTION OF HOUSER
 SY2221'WAY N. AND N 4TH ST., JUST WEST OF THE RAIL RD. TRACK.
 SY2221'
 SY2221'POINT IS 12.3 FT WEST OF THE WEST RAIL RD TRACK RAIL.
 SY2221'
 SY2221'POINT IS 18.3 FT EAST OF A NAIL SPIKE IN A POWER POLE.
 SY2221'
 SY2221'POINT IS 30.0 FT NORTH OF N. 4TH ST. CENTERLINE.
 SY2221'
 SY2221'POINT IS 45.0 FT SE OF HOUSER WAY N. CENTERLINE.
 SY2221'
 SY2221'SURFACE MONUMENT--SET KCS DISK IN CONCR. MON. FLUSH.
 SY2221'
 SY2221'SUB-SURFACE MONUMENT--SET KCS DISK 3.0 FT DOWN IN CONCR.
 SY2221'
 SY2221'DISK STAMPED--EN-90. 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2220 ***********************************************************************
 SY2220  DESIGNATION -  EN 91 K CO 1973
 SY2220  PID         -  SY2220
 SY2220  STATE/COUNTY-  WA/KING
 SY2220  USGS QUAD   -  RENTON (1994)
 SY2220
 SY2220                         *CURRENT SURVEY CONTROL
 SY2220  ___________________________________________________________________
 SY2220* NAD 83(1991)-  47 29 38.78740(N)    122 11 29.35274(W)     ADJUSTED  
 SY2220* NAVD 88     -        47.4    (meters)     156.     (feet)  VERTCON   
 SY2220  ___________________________________________________________________
 SY2220  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 SY2220  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 SY2220
 SY2220  HORZ ORDER  -  SECOND
 SY2220
 SY2220.The horizontal coordinates were established by classical geodetic methods
 SY2220.and adjusted by the National Geodetic Survey in December 1991..
 SY2220
 SY2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2220
 SY2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2220
 SY2220.The geoid height was determined by GEOID03.
 SY2220
 SY2220;                    North         East     Units Scale Factor Converg.
 SY2220;SPC WA N     -    55,839.062   397,665.618   MT  1.00000110   -1 00 40.2
 SY2220;SPC WA N     -   183,198.66  1,304,674.62   sFT  1.00000110   -1 00 40.2
 SY2220;UTM  10      - 5,260,391.647   560,898.537   MT  0.99964557   +0 35 45.8
 SY2220
 SY2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2220!SPC WA N     -   0.99999619  x   1.00000110  =   0.99999729
 SY2220!UTM  10      -   0.99999619  x   0.99964557  =   0.99964176
 SY2220
 SY2220:                Primary Azimuth Mark                     Grid Az
 SY2220:SPC WA N     -  HARDIE                                   251 31 39.8
 SY2220:UTM  10      -  HARDIE                                   249 55 13.8
 SY2220
 SY2220|---------------------------------------------------------------------|
 SY2220| PID    Reference Object                     Distance      Geod. Az  |
 SY2220|                                                           dddmmss.s |
 SY2220| SY2152 HARDIE                              APPROX. 2.2 KM 2503059.6 |
 SY2220| SY2136 KING COUNTY WATER DISTRICT 69 TANK  APPROX. 3.8 KM 2603456.6 |
 SY2220|---------------------------------------------------------------------|
 SY2220
 SY2220                          SUPERSEDED SURVEY CONTROL
 SY2220
 SY2220  NAD 83(1986)-  47 29 38.77979(N)    122 11 29.36118(W) AD(       ) 2
 SY2220  NAD 27      -  47 29 39.42077(N)    122 11 24.92530(W) AD(       ) 2
 SY2220  NGVD 29 (07/19/86)   46.3    (m)          152.     (f) VERT ANG       
 SY2220
 SY2220.Superseded values are not recommended for survey control.
 SY2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2220.See file dsdata.txt to determine how the superseded data were derived.
 SY2220
 SY2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6089960392(NAD 83)
 SY2220_MARKER: Z = SEE DESCRIPTION
 SY2220_SETTING: 0 = UNSPECIFIED SETTING
 SY2220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2220
 SY2220  HISTORY     - Date     Condition        Report By
 SY2220  HISTORY     - 1973     MONUMENTED       WA-033
 SY2220
 SY2220                          STATION DESCRIPTION
 SY2220
 SY2220'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2220'THIS POINT IS LOCATED ON THE WEST SHOULDER OF SUNSET BLVD.
 SY2220'N.E., 17.5 FT. WEST OF CENTERLINE APPROX. 500 FT + OR - NORTH OF
 SY2220'N.E. 6TH ST.
 SY2220'
 SY2220'THE POINT IS 46.6 FT. FROM A SPIKE IN A P.P. ON THE EAST SIDE OF
 SY2220'SUNSET BLVD., 20.2 FT. FROM THE N.E. LEG OF A STEEL POWER TOWER
 SY2220'S.W. OF THE MON., 5.7 FT. SO. OF THE SOUTH END OF A GUARD RAIL ON
 SY2220'THE WEST SHOULDER OF SUNSET BLVD. AND 3.3. FT. NORTH OF A REF.
 SY2220'POST.
 SY2220'
 SY2220'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONCR. MON. EN-91
 SY2220'(ON SURFACE)
 SY2220'
 SY2220'SUB-SURFACE MONUMENT--STAND K.C.S. DISK SET IN CONCR.
 SY2220'(DOWN 2-1/2 TO 3 FT.)
 SY2220'
 SY2220'DISK STAMPED--EN-91, 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4021 ***********************************************************************
 SY4021  DESIGNATION -  END
 SY4021  PID         -  SY4021
 SY4021  STATE/COUNTY-  WA/KING
 SY4021  USGS QUAD   -  
 SY4021
 SY4021                         *CURRENT SURVEY CONTROL
 SY4021  ___________________________________________________________________
 SY4021* NAD 83(1991)-  47 38 07.99128(N)    122 22 25.74820(W)     ADJUSTED  
 SY4021* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 SY4021  ___________________________________________________________________
 SY4021  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 SY4021  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY4021
 SY4021  HORZ ORDER  -  SECOND
 SY4021
 SY4021.The horizontal coordinates were established by classical geodetic methods
 SY4021.and adjusted by the National Geodetic Survey in December 1991..
 SY4021
 SY4021.The orthometric height was scaled from a topographic map.
 SY4021
 SY4021.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4021
 SY4021.The geoid height was determined by GEOID03.
 SY4021
 SY4021;                    North         East     Units Scale Factor Converg.
 SY4021;SPC WA N     -    71,820.642   384,243.732   MT  0.99997747   -1 08 48.9
 SY4021;SPC WA N     -   235,631.56  1,260,639.64   sFT  0.99997747   -1 08 48.9
 SY4021;UTM  10      - 5,275,984.683   547,038.238   MT  0.99962719   +0 27 45.6
 SY4021
 SY4021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4021!SPC WA N     -   0.99999633  x   0.99997747  =   0.99997380
 SY4021!UTM  10      -   0.99999633  x   0.99962719  =   0.99962352
 SY4021
 SY4021|---------------------------------------------------------------------|
 SY4021| PID    Reference Object                     Distance      Geod. Az  |
 SY4021|                                                           dddmmss.s |
 SY4021| CF6587 END RM 1                             32.238 METERS 01022     |
 SY4021| CF6588 END RM 2                             34.399 METERS 02910     |
 SY4021| SY4606 DUWAM                               APPROX. 4.8 KM 1900420.1 |
 SY4021| SY4753 GLASS FACTORY CHIMNEY               APPROX. 1.1 KM 2481854.2 |
 SY4021| SY4825 SEATTLE MAGNOLIA SCHOOL STACK       APPROX. 1.5 KM 2914440.5 |
 SY4021| SY4702 ROUND BOTTOM                        APPROX. 2.9 KM 3012820.0 |
 SY4021|---------------------------------------------------------------------|
 SY4021
 SY4021                          SUPERSEDED SURVEY CONTROL
 SY4021
 SY4021  NAD 83(1986)-  47 38 07.98493(N)    122 22 25.75348(W) AD(       ) 2
 SY4021  NAD 27      -  47 38 08.63300(N)    122 22 21.29900(W) AD(       ) 2
 SY4021
 SY4021.Superseded values are not recommended for survey control.
 SY4021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4021.See file dsdata.txt to determine how the superseded data were derived.
 SY4021
 SY4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4703875985(NAD 83)
 SY4021
 SY4021  HISTORY     - Date     Condition        Report By
 SY4021  HISTORY     - 1915     MONUMENTED       CGS
 SY4021  HISTORY     - 1917     SEE DESCRIPTION  CGS
 SY4021  HISTORY     - 1933     SEE DESCRIPTION  WAGS
 SY4021  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY4021  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4021  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4021
 SY4021                          STATION DESCRIPTION
 SY4021
 SY4021'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (GTR)
 SY4021'STATION IS ON THE SW SLOPE OF QUEEN ANNE HILL FACING SMITHS COVE.
 SY4021'IT IS NEAR THE END OF HAW STREET ON THE PROPOSED EXTENSION OF
 SY4021'THIRTEENTH AVENUE AND ABOUT 3/4 OF A BLOCK N OF BLAIN STREET.  IT
 SY4021'IS ON A PROMINENT BLUFF ABOVE FIFTEENTH AVENUE, NEAR THE
 SY4021'EMIGRATION HOUSE.  THERE IS A SMALL RED WATER TANK SITTING ON THIS
 SY4021'BLUFF WHICH IS AT THE INTERSECTIONS OF THIRTEENTH AVENUE AND HAW
 SY4021'STREET.  THE STATION IS APPROXIMATELY 35 FEET S OF THE S EDGE OF
 SY4021'THIS TANK.
 SY4021'
 SY4021'THE STATION IS IN RANGE WITH FLAG ON FIRE HOUSE ABOUT 1/2 MILE NNE OF
 SY4021'STATION AND A POINT ON TOP OF TANK 1/4 OF THE DIAMETER IN FROM THE W
 SY4021'EDGE OF SAME.
 SY4021'
 SY4021'THE STATION IS MARKED BY A BRASS REGULATION MARK IN CONCRETE
 SY4021'MONUMENT 10 INCHES IN DIAMETER AND FLUSH WITH GROUND.
 SY4021'
 SY4021'REFERENCE MARK NO.1 IS A REGULATION MARK IN CONCRETE MONUMENT 10
 SY4021'INCHES IN DIAMETER AND FLUSH WITH SURFACE OF GROUND.
 SY4021'
 SY4021'REFERENCE MARK NO.2 IS A REGULATION MARK IN CONCRETE MONUMENT 10
 SY4021'INCHES IN DIAMETER AND FLUSH WITH SURFACE OF GROUND.
 SY4021'
 SY4021'REFERENCE MARK NO.3 IS A REGULATION MARK AT THE S EDGE OF WATER
 SY4021'TANK.
 SY4021
 SY4021                          STATION RECOVERY (1917)
 SY4021
 SY4021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (CGQ)
 SY4021'STATION RECOVERED AND DESCRIPTION FOUND TO BE CORRECT, BUT WITNESS
 SY4021'MARK AT S END OF RED TANK WAS NOT RECOVERED.
 SY4021
 SY4021                          STATION RECOVERY (1933)
 SY4021
 SY4021'RECOVERY NOTE BY WASHINGTON GEODETIC SURVEY 1933
 SY4021'STATION RECOVERED, BUT BOTH REFERENCE MARKS WERE LOST.
 SY4021'
 SY4021'NEW REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 WERE PLACED.
 SY4021'
 SY4021'REFERENCE MARK NO.1 PLACED IN TOP OF CONCRETE RETAINING WALL ON
 SY4021'THIRTEENTH AVENUE AT CORNER OF HOWE STREET.
 SY4021'
 SY4021'REFERENCE MARK NO.2 PLACED IN TOP OF CONCRETE RETAINING WALL ON W
 SY4021'SIDE OF STEPS LEADING FROM THE CORNER HOUSE TO HOWE STREET.
 SY4021
 SY4021                          STATION RECOVERY (1936)
 SY4021
 SY4021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY4021'STATION RECOVERED AS PER REVISED DESCRIPTION.
 SY4021'
 SY4021'STATION IS LOCATED S OF THE POINT WHERE W HOWE STREET (DIRT ROAD)
 SY4021'AND THIRTEENTH AVENUE W END, 84 FEET S OF A WATER TANK, 95.5 FEET SW
 SY4021'OF SW CORNER OF FRAME HOUSE AT TOP OF STEPS LEADING DOWN TO W HOWE
 SY4021'STREET.
 SY4021'
 SY4021'REFERENCE MARK NO.1 PLACED IN TOP OF CONCRETE RETAINING WALL ON
 SY4021'THIRTEENTH AVENUE AT CORNER OF HOWE STREET.
 SY4021'
 SY4021'REFERENCE MARK NO.2 PLACED IN TOP OF CONCRETE RETAINING WALL ON W
 SY4021'SIDE OF STEPS LEADING FROM THE CORNER HOUSE TO HOWE STREET.
 SY4021
 SY4021                          STATION RECOVERY (1952)
 SY4021
 SY4021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4021'STATION IS ON THE NEXT LOT W OF 1213 W HOWE STREET, ON WHAT WOULD
 SY4021'BE THIRTEENTH AVENUE W EXTENDED, 19 FEET W OF AN ANGLE IRON CORNER
 SY4021'POST ON THE PROPERTY LINE, ABOUT 100 FEET S IN FROM THE FRONT
 SY4021'PROPERTY LINE.
 SY4021'
 SY4021'STATION MARK IS A STANDARD DISK SET IN A MOUND OF CONCRETE FLUSH WITH
 SY4021'THE SURFACE OF THE GROUND AND IS STAMPED END 1915.
 SY4021'
 SY4021'REFERENCE MARKS, STAMPED R M 1 AND R M 2, RESPECTIVELY, ARE SET IN
 SY4021'CONCRETE RETAINING WALL FRONTING PROPERTY.  REFERENCE MARK 1 IS
 SY4021'INSIDE, NEAR LOT CORNER WHILE REFERENCE MARK 2 IS AT THE SIDE OF THE
 SY4021'STEPS LEADING TO THE DWELLING, THE OLD MEASUREMENTS BEING 105.77 AND
 SY4021'112.86 FEET, EVIDENTLY MEASURED WITHOUT CORRECTION TO HORIZONTAL
 SY4021'DISTANCES.
 SY4021'
 SY4021'THE WATER TANK MENTIONED IN THE PREVIOUS DESCRIPTIONS IS GONE AND
 SY4021'THE RECOVERY SKETCH IN THE LITHOGRAPH IS MISLEADING, PRINCIPALLY
 SY4021'BECAUSE OF ITS EXAGGERATED PROPORTION.
 SY4021
 SY4021                          STATION RECOVERY (2001)
 SY4021
 SY4021'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 SY4021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2066 ***********************************************************************
 RC2066  DESIGNATION -  END
 RC2066  PID         -  RC2066
 RC2066  STATE/COUNTY-  WA/KLICKITAT
 RC2066  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC2066
 RC2066                         *CURRENT SURVEY CONTROL
 RC2066  ___________________________________________________________________
 RC2066* NAD 83(1991)-  45 36 36.34592(N)    121 08 55.65546(W)     ADJUSTED  
 RC2066* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 RC2066  ___________________________________________________________________
 RC2066  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 RC2066  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC2066
 RC2066  HORZ ORDER  -  THIRD
 RC2066
 RC2066.The horizontal coordinates were established by classical geodetic methods
 RC2066.and adjusted by the National Geodetic Survey in December 1991..
 RC2066
 RC2066.The orthometric height was scaled from a topographic map.
 RC2066
 RC2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2066
 RC2066.The geoid height was determined by GEOID03.
 RC2066
 RC2066;                    North         East     Units Scale Factor Converg.
 RC2066;SPC WA S     -    30,970.993   449,388.134   MT  1.00005806   -0 28 16.6
 RC2066;SPC WA S     -   101,610.67  1,474,367.57   sFT  1.00005806   -0 28 16.6
 RC2066;SPC OR N     -   216,162.879 2,449,394.880   MT  0.99992423   -0 27 36.4
 RC2066;SPC OR N     -   709,195.80  8,036,072.44   iFT  0.99992423   -0 27 36.4
 RC2066;UTM  10      - 5,052,394.625   644,346.229   MT  0.99985617   +1 19 23.1
 RC2066
 RC2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2066!SPC WA S     -   0.99999553  x   1.00005806  =   1.00005359
 RC2066!SPC OR N     -   0.99999553  x   0.99992423  =   0.99991976
 RC2066!UTM  10      -   0.99999553  x   0.99985617  =   0.99985170
 RC2066
 RC2066:                Primary Azimuth Mark                     Grid Az
 RC2066:SPC WA S     -  47 L                                     105 06 08.1
 RC2066:SPC OR N     -  47 L                                     105 05 27.9
 RC2066:UTM  10      -  47 L                                     103 18 28.4
 RC2066
 RC2066|---------------------------------------------------------------------|
 RC2066| PID    Reference Object                     Distance      Geod. Az  |
 RC2066|                                                           dddmmss.s |
 RC2066| RC2068 47 L                                APPROX. 1.2 KM 1043751.5 |
 RC2066| CF4329 END RM 1                              4.285 METERS 10726     |
 RC2066| CF4323 EDGE OF CLIFF                        18.000 METERS 19129     |
 RC2066| CF4330 END RM 2                              6.290 METERS 19129     |
 RC2066| RC2059 THE DALLES OLD WASCO CO CTHSE       APPROX. 3.0 KM 2522205.1 |
 RC2066|---------------------------------------------------------------------|
 RC2066
 RC2066                          SUPERSEDED SURVEY CONTROL
 RC2066
 RC2066  NAD 83(1991)-  45 36 36.34592(N)    121 08 55.65546(W) AD(       ) 3
 RC2066  NAD 83(1986)-  45 36 36.35923(N)    121 08 55.64679(W) AD(       ) 3
 RC2066  NAD 27      -  45 36 36.91000(N)    121 08 51.39600(W) AD(       ) 3
 RC2066
 RC2066.Superseded values are not recommended for survey control.
 RC2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2066.See file dsdata.txt to determine how the superseded data were derived.
 RC2066
 RC2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4434652395(NAD 83)
 RC2066_MARKER: Z = SEE DESCRIPTION
 RC2066_SETTING: 0 = UNSPECIFIED SETTING
 RC2066
 RC2066  HISTORY     - Date     Condition        Report By
 RC2066  HISTORY     - 1939     MONUMENTED       USE
 RC2066  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RC2066
 RC2066                          STATION DESCRIPTION
 RC2066
 RC2066'DESCRIBED BY US ENGINEERS 1939 (WMS)
 RC2066'STATION IS ON LAND OWNED BY THE U.S. GOVERNMENT, 7 METERS NW OF THE
 RC2066'EDGE OF THE CLIFF OVERLOOKING THREE MILE RAPIDS.  THREE MILE RAPIDS
 RC2066'NAVIGATION LIGHT IS BELOW AND ABOUT 300 FEET SE OF THE STATION.
 RC2066'
 RC2066'STATION MARK IS A U.S.E. BRASS DISK HAVING 4 RAISED BARS WITH A
 RC2066'SMALL TRIANGLE ON THE LONGEST BAR.  THE DISK IS SET IN A FLAT MOUND
 RC2066'OF CEMENT ATTACHED TO SOLID ROCK.  THE MARK IS NOT STAMPED.
 RC2066'
 RC2066'REFERENCE MARK NO.1 IS A STANDARD U.S.C. AND G.S. DISK WITH ARROW
 RC2066'POINTING TOWARD STATION CEMENTED IN A DRILL HOLE IN SOLID ROCK SE
 RC2066'OF THE STATION NEAR THE EDGE OF THE CLIFF, STAMPED END NO.1 1939.
 RC2066'
 RC2066'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. DISK WITH ARROW
 RC2066'POINTING TOWARD STATION CEMENTED IN DRILL HOLE IN SOLID ROCK SSW
 RC2066'OF THE STATION NEAR THE EDGE OF THE CLIFF, STAMPED END NO.2 1939.
 RC2066'
 RC2066'TO REACH STATION FROM NORTH DALLES RAILROAD STATION GO N ON THE
 RC2066'DALLES FERRY ROAD 0.8 MILE TO A VANITY BEAUTY SHOP SIGN ON THE
 RC2066'LEFT JUST BEFORE COMING TO THE JUNCTION OF TWO MAIN ROADS, THE
 RC2066'ONE TO THE RIGHT BEING UNPAVED.  TURN RIGHT ON DIRT ROAD ACROSS
 RC2066'OPEN LAND AND GO 1.5 MILES TO END OF ROAD NEAR SOME DRIFT
 RC2066'FENCES.  TURN RIGHT TO THE EDGE OF THE CLIFF AND THE STATION.
 RC2066
 RC2066                          STATION RECOVERY (1949)
 RC2066
 RC2066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 RC2066'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 RC2066'
 RC2066'STATION IS ON LAND OWNED BY THE U.S. GOVERNMENT, APPROXIMATELY 7
 RC2066'METERS NW OF THE EDGE OF THE CLIFF OVERLOOKING THREEMILE RAPIDS AND
 RC2066'ABOVE THE SPOKANE, PORTLAND AND SEATTLE RAILWAY TRACKS.  THREEMILE
 RC2066'RAPIDS NAVIGATION LIGHT IS BELOW AND ABOUT 300 FEET SE OF THE
 RC2066'STATION.
 RC2066'
 RC2066'STATION MARK IS A U.S.E. BRASS TABLET HAVING FOUR RAISED BARS WITH
 RC2066'A SMALL TRIANGLE ON THE LONGEST BAR.  THE DISK IS SET IN A FLAT
 RC2066'MOUND OF CEMENT ATTACHED TO SOLID ROCK.  THE DISK IS NOT STAMPED.
 RC2066'
 RC2066'R.M. 1 IS A BRONZE DISK CEMENTED IN DRILL HOLE IN SOLID ROCK SE OF
 RC2066'THE STATION, NEAR THE EDGE OF THE CLIFF, STAMPED END NO. 1 1939.
 RC2066'
 RC2066'R.M. 2 IS A BRONZE DISK CEMENTED IN DRILL HOLE IN SOLID ROCK SSW
 RC2066'OF THE STATION, NEAR THE EDGE OF THE CLIFF, STAMPED END NO. 2 1939.
 RC2066'
 RC2066'TO REACH STATION BY TRUCK GO AS FOLLOWS--FROM NORTH DALLES
 RC2066'RAILROAD STATION GO NE ON THE DALLES FERRY ROAD 1.6 MILES, TURN
 RC2066'RIGHT ON GRAVEL ROAD W OF THE AIRPORT AND GO 1.5 MILES TO A GATE
 RC2066'AND CATTLE GUARD ON THE RIGHT AND TURN RIGHT HEADING ON DIRT ROAD
 RC2066'THROUGH PASTURE LAND IN A SE DIRECTION FOR ABOUT 1.1 MILES AND
 RC2066'TURN RIGHT PASSING THROUGH A DRY GULCH, THEN HEAD LEFT TO A WIRE
 RC2066'GATE 0.5 MILE, PASS THROUGH GATE AND KEEP ON DIM ROAD TOWARD
 RC2066'RIVER FOR 1.1 MILES TO AN ABANDONED GRAVEL PIT AND HEAD W TO A
 RC2066'DOUBLE GATE AND GO ABOUT 0.8 MILE.  PARK TRUCK HERE AND WALK FOR
 RC2066'ABOUT 1/4 MILE TO RIVERBANK AND STATION.
 RC2066'
 RC2066'DISTANCES CHECKED BUT NO CHECK MADE ON DIRECTION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2455 ***********************************************************************
 RC2455  DESIGNATION -  END
 RC2455  PID         -  RC2455
 RC2455  STATE/COUNTY-  WA/SKAMANIA
 RC2455  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2455
 RC2455                         *CURRENT SURVEY CONTROL
 RC2455  ___________________________________________________________________
 RC2455* NAD 83(1991)-  45 38 17.08461(N)    121 57 43.13331(W)     ADJUSTED  
 RC2455* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 RC2455  ___________________________________________________________________
 RC2455  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 RC2455  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 RC2455
 RC2455  HORZ ORDER  -  THIRD
 RC2455
 RC2455.The horizontal coordinates were established by classical geodetic methods
 RC2455.and adjusted by the National Geodetic Survey in December 1991..
 RC2455
 RC2455.The orthometric height was scaled from a topographic map.
 RC2455
 RC2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2455
 RC2455.The geoid height was determined by GEOID03.
 RC2455
 RC2455;                    North         East     Units Scale Factor Converg.
 RC2455;SPC WA S     -    34,929.535   386,014.820   MT  1.00004997   -1 03 43.1
 RC2455;SPC WA S     -   114,597.98  1,266,450.29   sFT  1.00004997   -1 03 43.1
 RC2455;SPC OR N     -   220,100.830 2,386,028.404   MT  0.99992811   -1 02 12.5
 RC2455;SPC OR N     -   722,115.58  7,828,177.18   iFT  0.99992811   -1 02 12.5
 RC2455;UTM  10      - 5,054,360.816   580,898.514   MT  0.99968046   +0 44 31.8
 RC2455
 RC2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2455!SPC WA S     -   0.99999966  x   1.00004997  =   1.00004963
 RC2455!SPC OR N     -   0.99999966  x   0.99992811  =   0.99992777
 RC2455!UTM  10      -   0.99999966  x   0.99968046  =   0.99968012
 RC2455
 RC2455:                Primary Azimuth Mark                     Grid Az
 RC2455:SPC WA S     -  BON                                      157 32 26.1
 RC2455:SPC OR N     -  BON                                      157 30 55.5
 RC2455:UTM  10      -  BON                                      155 44 11.2
 RC2455
 RC2455|---------------------------------------------------------------------|
 RC2455| PID    Reference Object                     Distance      Geod. Az  |
 RC2455|                                                           dddmmss.s |
 RC2455| RC2397 BON                                 466.142 METERS 1562843.0 |
 RC2455|---------------------------------------------------------------------|
 RC2455
 RC2455                          SUPERSEDED SURVEY CONTROL
 RC2455
 RC2455  NAD 83(1991)-  45 38 17.08461(N)    121 57 43.13331(W) AD(       ) 3
 RC2455  NAD 83(1986)-  45 38 17.09406(N)    121 57 43.14116(W) AD(       ) 3
 RC2455  NAD 27      -  45 38 17.66300(N)    121 57 38.86100(W) AD(       ) 3
 RC2455
 RC2455.Superseded values are not recommended for survey control.
 RC2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2455.See file dsdata.txt to determine how the superseded data were derived.
 RC2455
 RC2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8089954361(NAD 83)
 RC2455
 RC2455  HISTORY     - Date     Condition        Report By
 RC2455  HISTORY     - 1935     MONUMENTED       USE
 RC2455  HISTORY     - 1938     SEE DESCRIPTION  USE
 RC2455  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2455
 RC2455                          STATION DESCRIPTION
 RC2455
 RC2455'DESCRIBED BY US ENGINEERS 1938
 RC2455'ON NW BANK OF COLUMBIA RIVER, ABOUT 1.1 MILES DOWNSTREAM FROM
 RC2455'BONNEVILLE DAM AND NEAR UPSTREAM END OF HAMILTON ISLAND.  STATION
 RC2455'IS ABOUT 80 METERS S AND 85 METERS W OF STATION END 2 (U.S.E.).
 RC2455'
 RC2455'STATION IS MARKED BY DISK OR SECTON OF IRON PIPE IN CONCRETE
 RC2455'POST.  IN 1938 STATION REPORTED LOST AND REPLACED BY STATION END
 RC2455'2 (U.S.E.).
 RC2455
 RC2455                          STATION RECOVERY (1947)
 RC2455
 RC2455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RC2455'IN 1938 THIS STATION WAS REPORTED LOST AND WAS REPLACED BY STATION
 RC2455'END 2 (U.S.E.) 1938.  A 1-HOUR SEARCH WAS MADE IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1142 ***********************************************************************
 SB1142  DESIGNATION -  END
 SB1142  PID         -  SB1142
 SB1142  STATE/COUNTY-  WA/YAKIMA
 SB1142  USGS QUAD   -  WENAS LAKE (1985)
 SB1142
 SB1142                         *CURRENT SURVEY CONTROL
 SB1142  ___________________________________________________________________
 SB1142* NAD 83(1991)-  46 46 49.88213(N)    120 43 20.86494(W)     ADJUSTED  
 SB1142* NAVD 88     -      1342.8    (meters)    4406.     (feet)  VERTCON   
 SB1142  ___________________________________________________________________
 SB1142  LAPLACE CORR-         -12.08  (seconds)                    DEFLEC99
 SB1142  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SB1142
 SB1142  HORZ ORDER  -  THIRD
 SB1142
 SB1142.The horizontal coordinates were established by classical geodetic methods
 SB1142.and adjusted by the National Geodetic Survey in December 1991..
 SB1142
 SB1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1142
 SB1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1142
 SB1142.The geoid height was determined by GEOID03.
 SB1142
 SB1142;                    North         East     Units Scale Factor Converg.
 SB1142;SPC WA S     -   160,879.855   483,012.608   MT  0.99992040   -0 09 41.7
 SB1142;SPC WA S     -   527,819.99  1,584,683.86   sFT  0.99992040   -0 09 41.7
 SB1142;UTM  10      - 5,183,293.622   673,856.082   MT  0.99997152   +1 39 36.5
 SB1142
 SB1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1142!SPC WA S     -   0.99979272  x   0.99992040  =   0.99971314
 SB1142!UTM  10      -   0.99979272  x   0.99997152  =   0.99976425
 SB1142
 SB1142|---------------------------------------------------------------------|
 SB1142| PID    Reference Object                     Distance      Geod. Az  |
 SB1142|                                                           dddmmss.s |
 SB1142| CS4924 END RM 2                              3.261 METERS 02444     |
 SB1142| SB1156 RATTLER                             APPROX.10.5 KM 0251518.7 |
 SB1142| CS4923 END RM 1                              3.725 METERS 27132     |
 SB1142|---------------------------------------------------------------------|
 SB1142
 SB1142                          SUPERSEDED SURVEY CONTROL
 SB1142
 SB1142  NAD 83(1986)-  46 46 49.89134(N)    120 43 20.84759(W) AD(       ) 3
 SB1142  NGVD 29 (11/26/90) 1341.7    (m)         4402.     (f) VERT ANG       
 SB1142
 SB1142.Superseded values are not recommended for survey control.
 SB1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1142.See file dsdata.txt to determine how the superseded data were derived.
 SB1142
 SB1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS7385683294(NAD 83)
 SB1142_MARKER: DS = TRIANGULATION STATION DISK
 SB1142_SETTING: 66 = SET IN ROCK OUTCROP
 SB1142_SP_SET: SET IN BEDROCK
 SB1142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB1142+STABILITY: POSITION/ELEVATION WELL
 SB1142
 SB1142  HISTORY     - Date     Condition        Report By
 SB1142  HISTORY     - 1957     MONUMENTED       USGS
 SB1142
 SB1142                          STATION DESCRIPTION
 SB1142
 SB1142'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SB1142'LOCATED ABOUT 3.3 MI SW. OF WENAS LAKE, 3.2 MI N. OF NACHES.  ON
 SB1142'HIGH TOP ON EAST END OF CLEMAN MTN.
 SB1142'
 SB1142'TO REACH FROM BLINKER SIGNAL ON U.S. HWY. 410 IN SOUTH NACHES,
 SB1142'FOLLOW U.S. HWY. 410 4.7 MI NW. TO HWY. FORKS, KEEP RIGHT ON U.S.
 SB1142'HWY. 410 13.4 MI TO DIRT RD. LEADING E. UP MTN.  TURN SHARP RIGHT
 SB1142'FOLLOWING GRADED DIRT RD. 1.7 MI TO RD. FORKS.  TAKE LEFT FORK 2.3
 SB1142'MI TO RD. FORKS.  TAKE RIGHT FORK 0.1 MI TO RD. FORKS, TAKE RIGHT
 SB1142'FORK AS PER SIGN CLEMAN LO FOLLOWING RD. ALONG MAIN RIDGE 6.5
 SB1142'MI TO CLEMAN LO, CONTINUE 4.6 MI S. ON ROUGH TRACK RD. ALONG MAIN
 SB1142'RIDGE TO STATION NACHES ON RIGHT, CONTINUE ALONG TRACK RD. ON
 SB1142'MAIN RIDGE 4.1 MI TO SMALL TOP WHICH OVERLOOKS THE WENAS VALLEY
 SB1142'AND STATION.
 SB1142'
 SB1142'STATION MARK--STANDARD TABLET STAMPED---END 1957---, CEMENTED IN
 SB1142'SOLID ROCK ABOUT FLUSH WITH GROUND.
 SB1142'
 SB1142'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN TOP OF
 SB1142'3/4-INCH PIPE.
 SB1142'
 SB1142'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN TOP OF
 SB1142'3/4-INCH IRON PIPE.
 SB1142'
 SB1142'NOTE--STATION MARK REPORTED DESTROYED IN 1958 ON FORM 9-1165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1200 ***********************************************************************
 TR1200  DESIGNATION -  END 1907
 TR1200  PID         -  TR1200
 TR1200  STATE/COUNTY-  WA/SKAGIT
 TR1200  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1200
 TR1200                         *CURRENT SURVEY CONTROL
 TR1200  ___________________________________________________________________
 TR1200* NAD 83(1991)-  48 26 43.08809(N)    122 33 16.66685(W)     ADJUSTED  
 TR1200* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1200  ___________________________________________________________________
 TR1200  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 TR1200  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 TR1200
 TR1200  HORZ ORDER  -  THIRD
 TR1200
 TR1200.The horizontal coordinates were established by classical geodetic methods
 TR1200.and adjusted by the National Geodetic Survey in December 1991..
 TR1200
 TR1200.The orthometric height was scaled from a topographic map.
 TR1200
 TR1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1200
 TR1200.The geoid height was determined by GEOID03.
 TR1200
 TR1200;                    North         East     Units Scale Factor Converg.
 TR1200;SPC WA N     -   162,118.581   372,672.868   MT  0.99995856   -1 16 53.5
 TR1200;SPC WA N     -   531,884.04  1,222,677.57   sFT  0.99995856   -1 16 53.5
 TR1200;UTM  10      - 5,365,891.438   532,935.671   MT  0.99961333   +0 19 59.8
 TR1200
 TR1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1200!SPC WA N     -   1.00000311  x   0.99995856  =   0.99996167
 TR1200!UTM  10      -   1.00000311  x   0.99961333  =   0.99961644
 TR1200
 TR1200:                Primary Azimuth Mark                     Grid Az
 TR1200:SPC WA N     -  CRACK 1907                               181 42 17.7
 TR1200:UTM  10      -  CRACK 1907                               180 05 24.4
 TR1200
 TR1200|---------------------------------------------------------------------|
 TR1200| PID    Reference Object                     Distance      Geod. Az  |
 TR1200|                                                           dddmmss.s |
 TR1200| TR1216 CRACK 1907                          APPROX. 1.4 KM 1802524.2 |
 TR1200|---------------------------------------------------------------------|
 TR1200
 TR1200                          SUPERSEDED SURVEY CONTROL
 TR1200
 TR1200  NAD 83(1986)-  48 26 43.09118(N)    122 33 16.67236(W) AD(       ) 3
 TR1200  NAD 27      -  48 26 43.74000(N)    122 33 12.02000(W) AD(       ) 3
 TR1200
 TR1200.Superseded values are not recommended for survey control.
 TR1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1200.See file dsdata.txt to determine how the superseded data were derived.
 TR1200
 TR1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3293665891(NAD 83)
 TR1200_MARKER: H = DRILL HOLE
 TR1200_SETTING: 0 = UNSPECIFIED SETTING
 TR1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1200
 TR1200  HISTORY     - Date     Condition        Report By
 TR1200  HISTORY     - 1907     MONUMENTED       CGS
 TR1200  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1200  HISTORY     - 1960     MARK NOT FOUND   CGS
 TR1200
 TR1200                          STATION DESCRIPTION
 TR1200
 TR1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (RBD)
 TR1200'STATION IS LOCATED AT THE N END OF SIMILK BAY.  SIGNAL IS MARKED
 TR1200'BY A 1-INCH HOLE DRILLED 2 INCHES INTO ROCK.  IT IS 23.5 FEET,
 TR1200'SLOPING DISTANCE, FROM BLAZE ON OVERHANGING TREE, AND 11.55 FEET
 TR1200'FROM CROSS CUT ON OUTLOOKING LEDGE.
 TR1200
 TR1200                          STATION RECOVERY (1939)
 TR1200
 TR1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1200'STATION LOST.  A NEW STATION, END 2, WAS ESTABLISHED VERY NEAR
 TR1200'THE POSITION OF END, AND DISTANCE AND AZIMUTH MEASUREMENTS BETWEEN
 TR1200'THE TWO DEFINITELY ESTABLISHED THE FACT THAT THE ORIGINAL STATION
 TR1200'IS LOST.
 TR1200
 TR1200                          STATION RECOVERY (1960)
 TR1200
 TR1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1200'THE STATION WAS NOT RECOVERED.  A THOROUGH SEARCH FOR THIS STATION
 TR1200'WAS NOT MADE SINCE THE 1939 RECOVERY NOTE STATES THAT A NEW
 TR1200'STATION, END 2, WAS ESTABLISHED IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5095 ***********************************************************************
 SY5095  DESIGNATION -  END 1916
 SY5095  PID         -  SY5095
 SY5095  STATE/COUNTY-  WA/KITSAP
 SY5095  USGS QUAD   -  SUQUAMISH (1981)
 SY5095
 SY5095                         *CURRENT SURVEY CONTROL
 SY5095  ___________________________________________________________________
 SY5095* NAD 83(1991)-  47 42 43.33690(N)    122 37 01.66115(W)     ADJUSTED  
 SY5095* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY5095  ___________________________________________________________________
 SY5095  LAPLACE CORR-         -12.14  (seconds)                    DEFLEC99
 SY5095  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 SY5095
 SY5095  HORZ ORDER  -  THIRD
 SY5095
 SY5095.The horizontal coordinates were established by classical geodetic methods
 SY5095.and adjusted by the National Geodetic Survey in December 1991..
 SY5095
 SY5095.The orthometric height was scaled from a topographic map.
 SY5095
 SY5095.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5095
 SY5095.The geoid height was determined by GEOID03.
 SY5095
 SY5095;                    North         East     Units Scale Factor Converg.
 SY5095;SPC WA N     -    80,716.893   366,160.964   MT  0.99996720   -1 19 41.1
 SY5095;SPC WA N     -   264,818.67  1,201,313.10   sFT  0.99996720   -1 19 41.1
 SY5095;UTM  10      - 5,284,366.240   528,719.078   MT  0.99961014   +0 16 59.7
 SY5095
 SY5095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5095!SPC WA N     -   1.00000341  x   0.99996720  =   0.99997061
 SY5095!UTM  10      -   1.00000341  x   0.99961014  =   0.99961355
 SY5095
 SY5095:                Primary Azimuth Mark                     Grid Az
 SY5095:SPC WA N     -  PORT 1916                                130 35 18.6
 SY5095:UTM  10      -  PORT 1916                                128 58 37.8
 SY5095
 SY5095|---------------------------------------------------------------------|
 SY5095| PID    Reference Object                     Distance      Geod. Az  |
 SY5095|                                                           dddmmss.s |
 SY5095| SY5158 PORT 1916                           APPROX. 1.2 KM 1291537.5 |
 SY5095| SY5147 KEL                                 APPROX. 1.4 KM 1345201.9 |
 SY5095| SY5153 CUP                                 APPROX. 1.5 KM 1671005.7 |
 SY5095| SY5104 TALL                                APPROX. 1.3 KM 1880531.6 |
 SY5095| SY5121 KEYPORT DOCK HOUSE EAST GABLE       APPROX. 1.0 KM 2135311.4 |
 SY5095|---------------------------------------------------------------------|
 SY5095
 SY5095                          SUPERSEDED SURVEY CONTROL
 SY5095
 SY5095  NAD 83(1986)-  47 42 43.33271(N)    122 37 01.66640(W) AD(       ) 3
 SY5095  NAD 27      -  47 42 43.98900(N)    122 36 57.16100(W) AD(       ) 3
 SY5095
 SY5095.Superseded values are not recommended for survey control.
 SY5095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5095.See file dsdata.txt to determine how the superseded data were derived.
 SY5095
 SY5095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2871984366(NAD 83)
 SY5095_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5095_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 SY5095_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SY5095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5095
 SY5095  HISTORY     - Date     Condition        Report By
 SY5095  HISTORY     - 1916     MONUMENTED       CGS
 SY5095  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5095  HISTORY     - 19970421 MARK NOT FOUND   USPSQD
 SY5095
 SY5095                          STATION DESCRIPTION
 SY5095
 SY5095'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY5095'THIS STATION IS ON THE NORTHERN SHORE OF THE CROOKED ENTRANCE TO
 SY5095'LIBERTY BAY.  THE DOCK HOUSE OF THE TORPEDO STATION AT KEYPORT IS
 SY5095'IN RANGE WITH THE TANGENT TO THE POINT WHICH IS ABOUT 3 MILES
 SY5095'AWAY ON THE W SIDE OF PORT ORCHARD.  THE DISTANCE TO THE CORNER
 SY5095'OF A WOODEN SHEET-PILING RETAINING WALL IS 27 FEET, 2-1/4 INCHES.
 SY5095'
 SY5095'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5095'CONCRETE IN THE TOP OF A TILE AS DESCRIBED IN NOTES 6A AND 13A.
 SY5095
 SY5095                          STATION RECOVERY (1934)
 SY5095
 SY5095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5095'STATION NOT RECOVERED.
 SY5095
 SY5095                          STATION RECOVERY (1997)
 SY5095
 SY5095'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY5095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5094 ***********************************************************************
 SY5094  DESIGNATION -  END 2
 SY5094  PID         -  SY5094
 SY5094  STATE/COUNTY-  WA/KITSAP
 SY5094  USGS QUAD   -  SUQUAMISH (1981)
 SY5094
 SY5094                         *CURRENT SURVEY CONTROL
 SY5094  ___________________________________________________________________
 SY5094* NAD 83(1991)-  47 42 43.41741(N)    122 37 01.23289(W)     ADJUSTED  
 SY5094* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY5094  ___________________________________________________________________
 SY5094  LAPLACE CORR-         -12.14  (seconds)                    DEFLEC99
 SY5094  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 SY5094
 SY5094  HORZ ORDER  -  SECOND
 SY5094
 SY5094.The horizontal coordinates were established by classical geodetic methods
 SY5094.and adjusted by the National Geodetic Survey in December 1991..
 SY5094
 SY5094.The orthometric height was scaled from a topographic map.
 SY5094
 SY5094.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5094
 SY5094.The geoid height was determined by GEOID03.
 SY5094
 SY5094;                    North         East     Units Scale Factor Converg.
 SY5094;SPC WA N     -    80,719.172   366,169.946   MT  0.99996720   -1 19 40.7
 SY5094;SPC WA N     -   264,826.15  1,201,342.56   sFT  0.99996720   -1 19 40.7
 SY5094;UTM  10      - 5,284,368.769   528,727.989   MT  0.99961014   +0 16 60.0
 SY5094
 SY5094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5094!SPC WA N     -   1.00000341  x   0.99996720  =   0.99997061
 SY5094!UTM  10      -   1.00000341  x   0.99961014  =   0.99961355
 SY5094
 SY5094:                Primary Azimuth Mark                     Grid Az
 SY5094:SPC WA N     -  KEY 2                                    171 20 50.5
 SY5094:UTM  10      -  KEY 2                                    169 44 09.8
 SY5094
 SY5094|---------------------------------------------------------------------|
 SY5094| PID    Reference Object                     Distance      Geod. Az  |
 SY5094|                                                           dddmmss.s |
 SY5094| SY5136 KEY 2                               APPROX. 1.2 KM 1700109.8 |
 SY5094| SY5093 KEYPORT STACK                       APPROX. 1.3 KM 1772636.1 |
 SY5094| SY5098 KEYPORT USN TORPEDO STA TWR 2       APPROX. 2.0 KM 1814455.6 |
 SY5094| SY5102 KEYPORT USN TORPEDO STA TWR 4       APPROX. 1.7 KM 1843920.8 |
 SY5094| SY5103 KEYPORT USN TORPEDO STA TWR 1       APPROX. 2.0 KM 1850504.8 |
 SY5094| SY5112 KEYPORT USN TORPEDO STA TWR 3       APPROX. 1.9 KM 1895003.1 |
 SY5094| SY5105 KEYPORT USN TORPEDO STA FLAG        APPROX. 1.1 KM 1923947.0 |
 SY5094| SY5113 KEYPORT USN TORPEDO STA SE TK       APPROX. 1.3 KM 1952609.7 |
 SY5094| CF6589 END 2 RM                              1.770 METERS 26806     |
 SY5094|---------------------------------------------------------------------|
 SY5094
 SY5094                          SUPERSEDED SURVEY CONTROL
 SY5094
 SY5094  NAD 83(1986)-  47 42 43.41321(N)    122 37 01.23812(W) AD(       ) 2
 SY5094  NAD 27      -  47 42 44.06900(N)    122 36 56.73200(W) AD(       ) 2
 SY5094
 SY5094.Superseded values are not recommended for survey control.
 SY5094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5094.See file dsdata.txt to determine how the superseded data were derived.
 SY5094
 SY5094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2872884369(NAD 83)
 SY5094_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5094
 SY5094  HISTORY     - Date     Condition        Report By
 SY5094  HISTORY     - 1934     MONUMENTED       CGS
 SY5094  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 SY5094
 SY5094                          STATION DESCRIPTION
 SY5094
 SY5094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5094'STATION IS N OF THE U.S. NAVY TORPEDO STATION AT KEYPORT.  THE END
 SY5094'OF THE AMMUNITION DOCK IS IN RANGE WITH THE TANGENT TO THE POINT
 SY5094'WHICH IS ABOUT 3 MILES AWAY, ON THE W SIDE OF PORT ORCHARD (STATION
 SY5094'TIN).  STATION IS INSIDE WOODEN RETAINING WALL, ABOUT 3 FEET ABOVE
 SY5094'THE STORM HIGH-WATER MARK, ON THE NW CORNER OF MRS. TAYLORS
 SY5094'PROPERTY.
 SY5094'
 SY5094'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 SY5094'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11C.
 SY5094'
 SY5094'THE REFERENCE MARK WAS PLACED ON THE BEACH, OUTSIDE THE RETAINING
 SY5094'WALL AND BELOW THE STATION AND CLOSE TO FENCE LINE.  THIS MARK IS
 SY5094'AT ABOUT THE HIGH HIGH-WATER MARK.
 SY5094
 SY5094                          STATION RECOVERY (1997)
 SY5094
 SY5094'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY5094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1187 ***********************************************************************
 TR1187  DESIGNATION -  END 2
 TR1187  PID         -  TR1187
 TR1187  STATE/COUNTY-  WA/SKAGIT
 TR1187  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1187
 TR1187                         *CURRENT SURVEY CONTROL
 TR1187  ___________________________________________________________________
 TR1187* NAD 83(1991)-  48 26 43.13635(N)    122 33 16.76163(W)     ADJUSTED  
 TR1187* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1187  ___________________________________________________________________
 TR1187  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 TR1187  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 TR1187
 TR1187  HORZ ORDER  -  THIRD
 TR1187
 TR1187.The horizontal coordinates were established by classical geodetic methods
 TR1187.and adjusted by the National Geodetic Survey in December 1991..
 TR1187
 TR1187.The orthometric height was scaled from a topographic map.
 TR1187
 TR1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1187
 TR1187.The geoid height was determined by GEOID03.
 TR1187
 TR1187;                    North         East     Units Scale Factor Converg.
 TR1187;SPC WA N     -   162,120.115   372,670.954   MT  0.99995857   -1 16 53.6
 TR1187;SPC WA N     -   531,889.08  1,222,671.29   sFT  0.99995857   -1 16 53.6
 TR1187;UTM  10      - 5,365,892.917   532,933.716   MT  0.99961333   +0 19 59.8
 TR1187
 TR1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1187!SPC WA N     -   1.00000311  x   0.99995857  =   0.99996168
 TR1187!UTM  10      -   1.00000311  x   0.99961333  =   0.99961644
 TR1187
 TR1187:                Primary Azimuth Mark                     Grid Az
 TR1187:SPC WA N     -  CRACK 1907                               181 37 24.1
 TR1187:UTM  10      -  CRACK 1907                               180 00 30.7
 TR1187
 TR1187|---------------------------------------------------------------------|
 TR1187| PID    Reference Object                     Distance      Geod. Az  |
 TR1187|                                                           dddmmss.s |
 TR1187| TR1216 CRACK 1907                          APPROX. 1.4 KM 1802030.5 |
 TR1187| CF8686 END 2 RM 1                            5.145 METERS 20500     |
 TR1187|---------------------------------------------------------------------|
 TR1187
 TR1187                          SUPERSEDED SURVEY CONTROL
 TR1187
 TR1187  NAD 83(1986)-  48 26 43.13945(N)    122 33 16.76716(W) AD(       ) 3
 TR1187  NAD 27      -  48 26 43.76400(N)    122 33 12.16900(W) AD(       ) 3
 TR1187
 TR1187.Superseded values are not recommended for survey control.
 TR1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1187.See file dsdata.txt to determine how the superseded data were derived.
 TR1187
 TR1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3293465893(NAD 83)
 TR1187_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1187_SETTING: 66 = SET IN ROCK OUTCROP
 TR1187
 TR1187  HISTORY     - Date     Condition        Report By
 TR1187  HISTORY     - 1939     MONUMENTED       CGS
 TR1187  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1187  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1187  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TR1187  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR1187
 TR1187                          STATION DESCRIPTION
 TR1187
 TR1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1187'STATION IS IN THE N END OF SIMILK BAY, ON THE BLACK, ROCKY POINT
 TR1187'FORMING THE SW TANGENT OF TURNERS BAY, ABOUT 70 METERS W OF THE
 TR1187'RAILROAD PIER, ABOUT 0.4 METER S OF EDGE OF DIRT BANK AND ABOUT 2
 TR1187'FEET ABOVE HIGH WATER, A STANDARD DISK STAMPED END 2 1939 CEMENTED
 TR1187'INTO SOLID BEDROCK.
 TR1187'
 TR1187'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 TR1187'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.
 TR1187'
 TR1187'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN A BOULDER AS
 TR1187'DESCRIBED IN NOTE 12C.  REFERENCE MARK NO.2 IS A 1-3/4 INCH HOLE
 TR1187'DRILLED ABOUT 21 INCHES INTO A 1-TON BOULDER, IT IS 4.16 METERS
 TR1187'BEARING (TRUE) BY COMPASS 118-1/2 DEG FROM STATION.
 TR1187
 TR1187                          STATION RECOVERY (1953)
 TR1187
 TR1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1187'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A COMPLETE NEW
 TR1187'DESCRIPTION FOLLOWS--
 TR1187'
 TR1187'ON FIDALGO ISLAND, AT THE N END OF SIMILK BAY, ON A BLACK ROCKY
 TR1187'POINT FORMING THE SW TANGENT OF TURNERS BAY, 8.7 M. W OF THE
 TR1187'CENTERLINE OF A RAILROAD TRACK ON A ROCK FILL, AT THE EDGE OF A
 TR1187'DIRT BLUFF THAT IS SLOUGHING OFF AND HAD COVERED THE STATION WITH
 TR1187'ABOUT 1 FT. OF DIRT, 32 M. NW OF THE CENTERLINE OF A RAILROAD
 TR1187'TRACK AT THE BEGINNING OF A LONG WOOD TRESTLE EXTENDING S INTO THE
 TR1187'BAY, AND ABOUT 2 FT. ABOVE HIGH WATER.  A STANDARD BRONZE DISK,
 TR1187'STAMPED END 2 1939 AND WEDGED IN A DRILL HOLE IN OUTCROPPING
 TR1187'BEDROCK AS DESCRIBED IN NOTE 2.
 TR1187'
 TR1187'REFERENCE MARK 1 IS ABOUT 9 M. W OF THE CENTERLINE OF A
 TR1187'RAILROAD TRACK ON A ROCK FILL, AT THE EDGE OF THE MEAN
 TR1187'HIGH-WATERLINE, AND ABOUT 4 FT. BELOW THE STATION.  A STANDARD
 TR1187'DISK, NOT STAMPED AND SET IN A BOULDER (NOTE 12C).
 TR1187'
 TR1187'REFERENCE MARK 2 WAS NOT FOUND AFTER A SHORT SEARCH.  IT IS A
 TR1187'1-3/4-IN. HOLE, DRILLED ABOUT 21 IN. INTO A ONE-TON BOULDER, 4.16
 TR1187'M. BEARING (TRUE) BY COMPASS 118-1/2 DEG FROM THE STATION.
 TR1187'
 TR1187'THE DISTANCE TO REFERENCE MARK 1 WAS CHECKED, BUT THE DIRECTION
 TR1187'WAS NOT CHECKED.
 TR1187
 TR1187                          STATION RECOVERY (1960)
 TR1187
 TR1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1187'STATION AND ONE REFERENCE MARK RECOVERED AS DESCRIBED BY R.W.K. IN
 TR1187'1939, AND FOUND IN GOOD CONDITION, WITH THE FOLLOWING EXCEPTION.
 TR1187'
 TR1187'THE STATION IS 7 METERS WEST OF THE RAILROAD PIER, NOT 70 AS
 TR1187'INDICATED IN THE 1939 DESCRIPTION.
 TR1187
 TR1187                          STATION RECOVERY (1963)
 TR1187
 TR1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 TR1187'THE STATION AND REFERENCE MARKS MUST BE PRESUMED TO HAVE BEEN
 TR1187'LOST.  THE AREA OF THE STATION HAS BEEN GRADED AND FILLED TO ABOUT
 TR1187'A HUNDRED FEET OFFSHORE FROM THE STATION SITE BY THE SCOTT PAPER
 TR1187'CO., THE PROPERTY OWNERS.  MEASUREMENTS WERE MADE AS SHOWN IN THE
 TR1187'1953 AND 1960 DESCRIPTIONS AND AN AREA ABOUT 8 OR 10 FEET IN
 TR1187'DIAMETER WAS LAID BARE.  THE WHOLE AREA WHERE END 2 SHOULD HAVE
 TR1187'BEEN SHOWED EVIDENCE OF FRESHLY CUT AND BROKEN ROCK.  NO TRACE
 TR1187'OF THE STATION MARK WAS FOUND.
 TR1187'
 TR1187'A PIECE OF BROKEN ROCK, LYING LOOSE, WEIGHING ABOUT 70 POUNDS AND
 TR1187'WITH A 1-3/4 INCH DRILL HOLE WAS FOUND NEAR WHERE REFERENCE MARK
 TR1187'NO. 2 SHOULD HAVE BEEN.  POSSIBLY THIS WAS PART OF THE ONE TON
 TR1187'ROCK IN WHICH RM 2 WAS DRILLED.
 TR1187'
 TR1187'NO TRACE OF REFERENCE MARK NO. 1 WAS FOUND.
 TR1187
 TR1187                          STATION RECOVERY (1973)
 TR1187
 TR1187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1187'THE BANK IN THIS AREA HAS SLID DOWN ON THE BEACH QUITE A BIT AND
 TR1187'EITHER DESTROYED THE STATION AND REFERENCE MARKS OR COVERED THEM UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2451 ***********************************************************************
 RC2451  DESIGNATION -  END 2
 RC2451  PID         -  RC2451
 RC2451  STATE/COUNTY-  WA/SKAMANIA
 RC2451  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2451
 RC2451                         *CURRENT SURVEY CONTROL
 RC2451  ___________________________________________________________________
 RC2451* NAD 83(1991)-  45 38 19.66632(N)    121 57 39.68307(W)     ADJUSTED  
 RC2451* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 RC2451  ___________________________________________________________________
 RC2451  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 RC2451  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 RC2451
 RC2451  HORZ ORDER  -  THIRD
 RC2451
 RC2451.The horizontal coordinates were established by classical geodetic methods
 RC2451.and adjusted by the National Geodetic Survey in December 1991..
 RC2451
 RC2451.The orthometric height was scaled from a topographic map.
 RC2451
 RC2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2451
 RC2451.The geoid height was determined by GEOID03.
 RC2451
 RC2451;                    North         East     Units Scale Factor Converg.
 RC2451;SPC WA S     -    35,007.847   386,091.011   MT  1.00004976   -1 03 40.6
 RC2451;SPC WA S     -   114,854.91  1,266,700.26   sFT  1.00004976   -1 03 40.6
 RC2451;SPC OR N     -   220,179.165 2,386,104.551   MT  0.99992822   -1 02 10.1
 RC2451;SPC OR N     -   722,372.59  7,828,427.00   iFT  0.99992822   -1 02 10.1
 RC2451;UTM  10      - 5,054,441.458   580,972.174   MT  0.99968061   +0 44 34.3
 RC2451
 RC2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2451!SPC WA S     -   0.99999966  x   1.00004976  =   1.00004942
 RC2451!SPC OR N     -   0.99999966  x   0.99992822  =   0.99992788
 RC2451!UTM  10      -   0.99999966  x   0.99968061  =   0.99968027
 RC2451
 RC2451|---------------------------------------------------------------------|
 RC2451| PID    Reference Object                     Distance      Geod. Az  |
 RC2451|                                                           dddmmss.s |
 RC2451| RC2425 FLUSH                               275.070 METERS 00943     |
 RC2451| RC2388 LAB                                 396.396 METERS 10244     |
 RC2451| RC2397 BON                                 APPROX. 0.5 KM 1673714.7 |
 RC2451|---------------------------------------------------------------------|
 RC2451
 RC2451                          SUPERSEDED SURVEY CONTROL
 RC2451
 RC2451  NAD 83(1991)-  45 38 19.66633(N)    121 57 39.68307(W) AD(       ) 3
 RC2451  NAD 83(1986)-  45 38 19.67578(N)    121 57 39.69093(W) AD(       ) 3
 RC2451  NAD 27      -  45 38 20.24600(N)    121 57 35.41200(W) AD(       ) 3
 RC2451
 RC2451.Superseded values are not recommended for survey control.
 RC2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2451.See file dsdata.txt to determine how the superseded data were derived.
 RC2451
 RC2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8097254441(NAD 83)
 RC2451
 RC2451  HISTORY     - Date     Condition        Report By
 RC2451  HISTORY     - 1938     MONUMENTED       USE
 RC2451  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2451
 RC2451                          STATION DESCRIPTION
 RC2451
 RC2451'DESCRIBED BY US ENGINEERS 1938
 RC2451'ON NW BANK OF COLUMBIA RIVER, ABOUT 1 MILE DOWNSTREAM FROM
 RC2451'BONNEVILLE DAM AND 0.1 MILE UPSTREAM FROM UPPER END OF HAMILTON
 RC2451'ISLAND.  STATION IS ABOUT 0.4 MILE UPSTREAM FROM POINT DIRECTLY
 RC2451'ACROSS RIVER FROM OLD RAILROAD BRIDGE OVER TANNER CREEK WHICH IS
 RC2451'ON OREGON SHORE.
 RC2451'
 RC2451'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN CONCRETE
 RC2451'BLOCK.  DISK AND CONCRETE BOTH PROBABLY MARKED END 2 1938.
 RC2451'
 RC2451'STATION MAY BE REACHED BY ROAD FROM EVERGREEN HIGHWAY (U.S. 830)
 RC2451'BY WAY OF W ENTRANCE TO BONNEVILLE DAM, THENCE SW OVER HAMILTON
 RC2451'ISLAND ROAD.
 RC2451
 RC2451                          STATION RECOVERY (1947)
 RC2451
 RC2451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RC2451'MARK IS IN EXCELLENT CONDITION.  IT IS ON THE NW BANK OF THE
 RC2451'COLUMBIA RIVER, ABOUT 1 MILE DOWNSTREAM FROM BONNEVILLE DAM, AND
 RC2451'0.1 MILE UPSTREAM FROM UPPER END OF HAMILTON ISLAND.  STATION IS
 RC2451'ABOUT 0.4 MILE UPSTREAM FROM POINT DIRECTLY ACROSS RIVER FROM OLD
 RC2451'RAILROAD BRIDGE OVER TANNER CREEK WHICH IS ON THE OREGON SHORE.
 RC2451'IT IS AT TOP OF BANK AND ABOUT 6 INCHES ABOVE SURFACE OF GROUND.
 RC2451'
 RC2451'STATION IS MARKED BY A STANDARD U.S.E. DISK STAMPED END 2 1938
 RC2451'AND CEMENTED IN A SECTION OF 1-1/4-INCH IRON PIPE IN A CONCRETE
 RC2451'BLOCK.
 RC2451'
 RC2451'STATION MAY BE REACHED BY ROAD FROM EVERGREEN HIGHWAY (U.S. 830)
 RC2451'BY WAY OF W ENTRANCE TO BONNEVILLE DAM, THENCE SW OVER HAMILTON
 RC2451'ISLAND ROAD TO STATION.  STATION MAY ALSO BE REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1321 ***********************************************************************
 RZ1321  DESIGNATION -  ENDICOTT
 RZ1321  PID         -  RZ1321
 RZ1321  STATE/COUNTY-  WA/WHITMAN
 RZ1321  USGS QUAD   -  ENDICOTT (1981)
 RZ1321
 RZ1321                         *CURRENT SURVEY CONTROL
 RZ1321  ___________________________________________________________________
 RZ1321* NAD 83(1986)-  46 55 40.     (N)    117 41 11.     (W)     SCALED    
 RZ1321* NAVD 88     -       521.014  (meters)    1709.36   (feet)  ADJUSTED  
 RZ1321  ___________________________________________________________________
 RZ1321  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 RZ1321  DYNAMIC HT  -         521.021 (meters)    1709.38  (feet)  COMP
 RZ1321  MODELED GRAV-     980,609.2   (mgal)                       NAVD 88
 RZ1321
 RZ1321  VERT ORDER  -  SECOND    CLASS 0
 RZ1321
 RZ1321.The horizontal coordinates were scaled from a topographic map and have
 RZ1321.an estimated accuracy of +/- 6 seconds.
 RZ1321
 RZ1321.The orthometric height was determined by differential leveling
 RZ1321.and adjusted by the National Geodetic Survey in June 1991..
 RZ1321
 RZ1321.The geoid height was determined by GEOID03.
 RZ1321
 RZ1321.The dynamic height is computed by dividing the NAVD 88
 RZ1321.geopotential number by the normal gravity value computed on the
 RZ1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1321.degrees latitude (g = 980.6199 gals.).
 RZ1321
 RZ1321.The modeled gravity was interpolated from observed gravity values.
 RZ1321
 RZ1321;                    North         East    Units  Estimated Accuracy
 RZ1321;SPC WA S     -   181,050.      714,220.      MT  (+/- 180 meters Scaled)
 RZ1321
 RZ1321                          SUPERSEDED SURVEY CONTROL
 RZ1321
 RZ1321  NGVD 29 (??/??/92)  519.971  (m)         1705.94   (f) ADJ UNCH    2 0
 RZ1321
 RZ1321.Superseded values are not recommended for survey control.
 RZ1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1321.See file dsdata.txt to determine how the superseded data were derived.
 RZ1321
 RZ1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM477973(NAD 83)
 RZ1321_MARKER: DB = BENCH MARK DISK
 RZ1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1321_STAMPING: ENDICOTT 1934
 RZ1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1321+STABILITY: SURFACE MOTION
 RZ1321
 RZ1321  HISTORY     - Date     Condition        Report By
 RZ1321  HISTORY     - 1934     MONUMENTED       CGS
 RZ1321
 RZ1321                          STATION DESCRIPTION
 RZ1321
 RZ1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RZ1321'IN ENDICOTT.
 RZ1321'AT ENDICOTT, 124 FEET NORTH OF THE NORTHWEST CORNER OF THE UNION
 RZ1321'PACIFIC RAILROAD STATION, AT A ROAD CROSSING, 99 FEET NORTH OF THE
 RZ1321'CENTER LINE OF THE MAIN TRACK, 48 FEET EAST OF THE CENTER LINE OF THE
 RZ1321'ROAD AT THE CITY PARK, 12 FEET EAST OF THE CONCRETE POST AT THE WEST
 RZ1321'CORNER OF THE PARK AND 1 FOOT SOUTH OF THE FENCE LINE.  SET IN THE TOP
 RZ1321'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1873 ***********************************************************************
 RZ1873  DESIGNATION -  ENDICOTT
 RZ1873  PID         -  RZ1873
 RZ1873  STATE/COUNTY-  WA/WHITMAN
 RZ1873  USGS QUAD   -  ENDICOTT (1981)
 RZ1873
 RZ1873                         *CURRENT SURVEY CONTROL
 RZ1873  ___________________________________________________________________
 RZ1873* NAD 83(1991)-  46 57 18.81191(N)    117 37 38.73988(W)     ADJUSTED  
 RZ1873* NAVD 88     -       642.3    (meters)    2107.     (feet)  VERTCON   
 RZ1873  ___________________________________________________________________
 RZ1873  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 RZ1873  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 RZ1873
 RZ1873  HORZ ORDER  -  SECOND
 RZ1873
 RZ1873.The horizontal coordinates were established by classical geodetic methods
 RZ1873.and adjusted by the National Geodetic Survey in December 1991..
 RZ1873
 RZ1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1873
 RZ1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1873
 RZ1873.The geoid height was determined by GEOID03.
 RZ1873
 RZ1873;                    North         East     Units Scale Factor Converg.
 RZ1873;SPC WA S     -   184,256.794   718,596.354   MT  0.99993545   +2 05 11.8
 RZ1873;SPC WA S     -   604,515.83  2,357,594.87   sFT  0.99993545   +2 05 11.8
 RZ1873;UTM  11      - 5,200,379.541   452,259.674   MT  0.99962801   -0 27 30.8
 RZ1873
 RZ1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1873!SPC WA S     -   0.99990238  x   0.99993545  =   0.99983784
 RZ1873!UTM  11      -   0.99990238  x   0.99962801  =   0.99953043
 RZ1873
 RZ1873|---------------------------------------------------------------------|
 RZ1873| PID    Reference Object                     Distance      Geod. Az  |
 RZ1873|                                                           dddmmss.s |
 RZ1873| CF5240 ENDICOTT RM 1                         7.881 METERS 03527     |
 RZ1873| CF5239 ENDICOTT AZ MK                                     1953533.3 |
 RZ1873| CF5241 ENDICOTT RM 2                         6.191 METERS 21145     |
 RZ1873| RZ1728 PORTLAND SPOKANE AWY BCN 29         APPROX.13.5 KM 2621508.5 |
 RZ1873|---------------------------------------------------------------------|
 RZ1873
 RZ1873                          SUPERSEDED SURVEY CONTROL
 RZ1873
 RZ1873  NAD 83(1986)-  46 57 18.82161(N)    117 37 38.73126(W) AD(       ) 2
 RZ1873  NAD 27      -  46 57 19.23000(N)    117 37 35.00800(W) AD(       ) 2
 RZ1873  NGVD 29 (07/19/86)  641.2    (m)         2104.     (f) VERT ANG       
 RZ1873
 RZ1873.Superseded values are not recommended for survey control.
 RZ1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1873.See file dsdata.txt to determine how the superseded data were derived.
 RZ1873
 RZ1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5226000380(NAD 83)
 RZ1873_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1873
 RZ1873  HISTORY     - Date     Condition        Report By
 RZ1873  HISTORY     - 1949     MONUMENTED       CGS
 RZ1873  HISTORY     - 1949     GOOD             USGS
 RZ1873  HISTORY     - 1980     GOOD             LOCENG
 RZ1873
 RZ1873                          STATION DESCRIPTION
 RZ1873
 RZ1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WRH)
 RZ1873'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT,
 RZ1873'CULTIVATED HILL, ABOUT 9-1/2 MILES SOUTH SOUTHWEST OF ST. JOHN,
 RZ1873'ABOUT 7-1/2 MILES WEST NORTHWEST OF DIAMOND, ABOUT 3 MILES NORTHEAST
 RZ1873'OF ENDICOTT AND ABOUT 150 YARDS EAST OF THE NORTH-SOUTH FENCE LINE.
 RZ1873'
 RZ1873'TO REACH, FROM THE CITY HALL IN ENDICOTT, GO EAST, ON PAVED ROAD
 RZ1873'2.4 MILES TO STEEL GATE ON LEFT SIDE OF ROAD AND JUST EAST OF A
 RZ1873'RED GATE.  TURN LEFT, AND PASS THROUGH STEEL GATE, AND GO NORTH, ON
 RZ1873'FIELD ROAD 1.7 MILES TO THE DESERTED FARM BUILDINGS.  TURN LEFT,
 RZ1873'JUST AFTER PASSING FARM BUILDINGS, AND GO WESTERLY 0.4 MILES TO
 RZ1873'HIGHEST POINT OF CULTIVATED HILL AND THE STATION.
 RZ1873'
 RZ1873'THE STATION MARK IS A STANDARD DISK, STAMPED ENDICOTT 1948, SET
 RZ1873'INTO A ROUND CONCRETE MONUMENT WHICH IS ABOUT 18 INCHES BELOW THE
 RZ1873'SURFACE OF THE GROUND.
 RZ1873'
 RZ1873'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ENDICOTT NO 1
 RZ1873'1948, SET INTO A ROUND CONCRETE MONUMENT WHICH IS ABOUT 18 INCHES
 RZ1873'BELOW THE SURFACE OF THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 RZ1873'THE STATION.
 RZ1873'
 RZ1873'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ENDICOTT NO 2
 RZ1873'1948, SET INTO A ROUND CONCRETE MONUMENT WHICH IS ABOUT 18 INCHES
 RZ1873'BELOW THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT LOWER THAN THE
 RZ1873'STATION.
 RZ1873'
 RZ1873'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ENDICOTT 1948, SET
 RZ1873'INTO A 1 FOOT SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH
 RZ1873'THE GROUND.  IT IS LOCATED 36 FEET SOUTH OF THE CENTERLINE OF THE
 RZ1873'PAVED ROAD, ABOUT 14 FEET EAST SOUTHEAST OF A POWERLINE POLE WITH A
 RZ1873'TRIANGLE BLAZE, ABOUT 3 FEET NORTH OF THE EAST-WEST FENCELINE AND
 RZ1873'ABOUT 2-1/2 FEET NORTHWEST OF A WHITE WITNESS POST.
 RZ1873'
 RZ1873'TO REACH, FROM THE CITY HALL IN ENDICOTT, GO EAST, ON PAVED ROAD
 RZ1873'2.45 MILES TO THE AZIMUTH MARK.
 RZ1873
 RZ1873                          STATION RECOVERY (1949)
 RZ1873
 RZ1873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 RZ1873'RECOVERED IN GOOD CONDITION EXCEPT RM 1 NOT FOUND.  IT IS
 RZ1873'PROBABLY IN PLACE, BUT LACK OF AZIMUTH FROM STATION HAMPERED
 RZ1873'SEARCH.
 RZ1873
 RZ1873                          STATION RECOVERY (1980)
 RZ1873
 RZ1873'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DJK)
 RZ1873'ENDICOTT 1934 RECOVERED EXCELLENT.
 RZ1873'
 RZ1873'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CITY PARK ENDICOTT
 RZ1873'WASHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3828 ***********************************************************************
 SY3828  DESIGNATION -  ENGINE RESET
 SY3828  PID         -  SY3828
 SY3828  STATE/COUNTY-  WA/KING
 SY3828  USGS QUAD   -  
 SY3828
 SY3828                         *CURRENT SURVEY CONTROL
 SY3828  ___________________________________________________________________
 SY3828* NAD 83(1991)-  47 37 53.22913(N)    122 21 18.27961(W)     ADJUSTED  
 SY3828* NAVD 88     -       163.2    (meters)     535.     (feet)  VERTCON   
 SY3828  ___________________________________________________________________
 SY3828  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 SY3828  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY3828
 SY3828  HORZ ORDER  -  FIRST
 SY3828
 SY3828.The horizontal coordinates were established by classical geodetic methods
 SY3828.and adjusted by the National Geodetic Survey in December 1991..
 SY3828
 SY3828.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3828
 SY3828.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3828
 SY3828.The geoid height was determined by GEOID03.
 SY3828
 SY3828;                    North         East     Units Scale Factor Converg.
 SY3828;SPC WA N     -    71,336.805   385,642.803   MT  0.99997807   -1 07 58.7
 SY3828;SPC WA N     -   234,044.17  1,265,229.76   sFT  0.99997807   -1 07 58.7
 SY3828;UTM  10      - 5,275,540.490   548,449.853   MT  0.99962885   +0 28 35.4
 SY3828
 SY3828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3828!SPC WA N     -   0.99997814  x   0.99997807  =   0.99995621
 SY3828!UTM  10      -   0.99997814  x   0.99962885  =   0.99960700
 SY3828
 SY3828:                Primary Azimuth Mark                     Grid Az
 SY3828:SPC WA N     -  HOUSE OF GOOD SHEPHERD CROSS             027 26 45.9
 SY3828:UTM  10      -  HOUSE OF GOOD SHEPHERD CROSS             025 50 11.8
 SY3828
 SY3828|---------------------------------------------------------------------|
 SY3828| PID    Reference Object                     Distance      Geod. Az  |
 SY3828|                                                           dddmmss.s |
 SY3828| SY3951 HOUSE OF GOOD SHEPHERD CROSS        APPROX. 4.0 KM 0261847.2 |
 SY3828| SY3878 SEATTLE CH OF BLESSED SACRAMENT SPI APPROX. 4.7 KM 0350556.5 |
 SY3828| CF7830 ENGINE NAIL BOB                                    03653     |
 SY3828| SY3858 BLACK SWASTIKA TANK                 APPROX. 3.8 KM 0494805.3 |
 SY3828| CF6590 ENGINE RM 1                           4.768 METERS 05316     |
 SY3828| SY4080 UNIVERSITY POWER PLANT STACK        APPROX. 4.6 KM 0573101.3 |
 SY3828| SY3883 SEATTLE SACRED VILLA TANK           APPROX. 7.1 KM 0601851.5 |
 SY3828| SY4150 SEATTLE MOUNTLAKE BR N TWR          APPROX. 4.2 KM 0644000.2 |
 SY3828| SY4107 ST MARKS EPISCOPAL CHURCH APEX      APPROX. 2.5 KM 0884734.4 |
 SY3828| SY3856 SEATTLE CAPITOL HILL TOWER          APPROX. 3.1 KM 0950333.3 |
 SY3828| SY4132 SEATTLE ST JOSEPH CATHOLIC CHURCH C APPROX. 3.6 KM 0985138.8 |
 SY3828| SY4416 METHODIST CHRISTIAN CHURCH          APPROX. 3.4 KM 1082903.1 |
 SY3828| SY4442 SEATTLE TV STATION KCTS TOWER       APPROX. 3.9 KM 1163632.0 |
 SY3828| SY4238 BREW                                APPROX. 1.5 KM 1192138.3 |
 SY3828| SY4440 SEATTLE IMMACULATE CONCEPTION CH N  APPROX. 4.2 KM 1240401.1 |
 SY3828| SY4439 SEATTLE IMMACULATE CONCEPTION CH S  APPROX. 4.2 KM 1241630.0 |
 SY3828| SY4432 SEATTLE PROVIDENCE HOSPITAL CROSS   APPROX. 4.4 KM 1283033.6 |
 SY3828| SY4469 FIRST BAPTIST CHURCH SPIRE          APPROX. 3.3 KM 1303328.2 |
 SY3828| SY4486 SQUARE TOWER                        APPROX. 3.7 KM 1364133.9 |
 SY3828| SY4528 SEATTLE ST JAMES CATHOLIC CHURCH N  APPROX. 3.4 KM 1404153.5 |
 SY3828| SY4527 SEATTLE ST JAMES CATHOLIC CHURCH S  APPROX. 3.4 KM 1404539.1 |
 SY3828| SY4339 HARBORVIEW HOSPITAL TOWER APEX      APPROX. 3.9 KM 1422132.5 |
 SY3828| SY4222 NORTHERN LIFE TOWER CENTER FP       APPROX. 3.0 KM 1505306.1 |
 SY3828| CF6593 ENGINE RM 4                           4.496 METERS 15131     |
 SY3828| SY4513 SEATTLE SMITH BUILDING FLAGPOLE     APPROX. 3.7 KM 1515912.2 |
 SY3828| SY4247 SEATTLE NW INSURANCE CO BEACON      APPROX. 2.6 KM 1522914.9 |
 SY3828| SY4266 NEW WASHINGTON HOTEL FLAGPOLE       APPROX. 2.5 KM 1540259.8 |
 SY3828| SY4499 TERMINAL SALES BLDG FLAGPOLE        APPROX. 2.5 KM 1570015.4 |
 SY3828| SY4314 SEATTLE SPACE NEEDLE                APPROX. 1.3 KM 1601907.0 |
 SY3828| SY4315 FIRE STATION SPIRE NR 4TH ST        APPROX. 1.3 KM 1603437.6 |
 SY3828| SY4478 COLMANS DOCK TOWER LIGHT            APPROX. 3.4 KM 1605341.5 |
 SY3828| SY4313 BELL STREET DOCK TANK               APPROX. 2.3 KM 1684916.2 |
 SY3828| SY4329 AMERICAN CAN CO TANK                APPROX. 1.9 KM 1755228.3 |
 SY3828| CF8143 ENGINE STANDPIPE BALL                              18015     |
 SY3828| CF6592 ENGINE RM 3A                          4.150 METERS 24825     |
 SY3828| SY4643 CREOSOTE STACK                      APPROX.11.1 KM 2615218.6 |
 SY3828| SY3970 QUEEN ANNE HILL CHURCH CROSS        293.570 METERS 26431     |
 SY3828| SY3972 SEATTLE QUEEN ANNE MICROWAVE         25.947 METERS 27734     |
 SY3828| SY3967 SEATTLE QUEEN ANN METH CHURCH       APPROX. 0.7 KM 2911753.2 |
 SY3828| SY4711 SEATTLE MAGNOLIA BLUFF TK           APPROX. 4.3 KM 2971333.4 |
 SY3828| CF6591 ENGINE RM 2                           4.849 METERS 33351     |
 SY3828| SY4134 SEATTLE ST JOHN CATH CH CROSS       APPROX. 6.1 KM 3581007.9 |
 SY3828|---------------------------------------------------------------------|
 SY3828
 SY3828                          SUPERSEDED SURVEY CONTROL
 SY3828
 SY3828  NAD 83(1986)-  47 37 53.22301(N)    122 21 18.28483(W) AD(       ) 1
 SY3828  NAD 27      -  47 37 53.87019(N)    122 21 13.82850(W) AD(       ) 1
 SY3828  NGVD 29 (07/19/86)  162.1    (m)          532.     (f) VERT ANG       
 SY3828
 SY3828.Superseded values are not recommended for survey control.
 SY3828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3828.See file dsdata.txt to determine how the superseded data were derived.
 SY3828
 SY3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4845075540(NAD 83)
 SY3828_MARKER: DS = TRIANGULATION STATION DISK
 SY3828_SETTING: 0 = UNSPECIFIED SETTING
 SY3828_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3828
 SY3828  HISTORY     - Date     Condition        Report By
 SY3828  HISTORY     - 1954     MONUMENTED       CGS
 SY3828  HISTORY     - 1955     GOOD             CGS
 SY3828  HISTORY     - 1963     GOOD             CGS
 SY3828  HISTORY     - 1963     GOOD             CGS
 SY3828  HISTORY     - 1965     GOOD             CGS
 SY3828  HISTORY     - 1967     GOOD             LOCENG
 SY3828  HISTORY     - 1970     GOOD             NGS
 SY3828  HISTORY     - 1973     GOOD             NGS
 SY3828  HISTORY     - 1980     GOOD             NOS
 SY3828  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY3828
 SY3828                          STATION DESCRIPTION
 SY3828
 SY3828'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (CP)
 SY3828'THE STATION IS IN THE CENTER OF THE CONCRETE TOWER ENCLOSING THE
 SY3828'STEEL STANDPIPE ON QUEEN ANNE HILL, WARREN AND LEE STREETS, IN
 SY3828'SEATTLE.
 SY3828'
 SY3828'THE TOP OF THE TOWER WAS REBUILT IN 1954, AND ALL OF THE MARKS WERE
 SY3828'DESTROYED AFTER THE ESTABLISHMENT OF A TEMPORARY ECCENTRIC STATION
 SY3828'ON THE STEEL TANK AT A LOWER LEVEL.  AFTER THE NEW CONCRETE ROOF
 SY3828'WAS COMPLETED THE CENTER MARK WAS RE-ESTABLISHED FROM THE ECCENTRIC
 SY3828'STATION, AND TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 SY3828'
 SY3828'THE MARK IS A STANDARD DISK, STAMPED ENGINE 1933 1954 AND SET IN A
 SY3828'SLIGHT MOUND IN THE CONCRETE ROOF VERY NEAR THE CENTER OF THE
 SY3828'TANK.
 SY3828'
 SY3828'REFERENCE MARKS 1 AND 2 ARE BOTH LOST, HAVING BEEN DESTROYED DURING
 SY3828'REPAIRS.
 SY3828'
 SY3828'REFERENCE MARK 3 IS A STANDARD DISK, SET IN A CONCRETE BLOCK AND
 SY3828'CENTERED UNDER THE SEATTLE CITY LIGHT QUEEN ANNE HILL MICROWAVE
 SY3828'TOWER.  THE MARK IS ABOUT 3 IN. BELOW THE LEVEL OF THE GROUND AND IS
 SY3828'STAMPED ENGINE 1952 NO 3.
 SY3828'
 SY3828'REFERENCE MARK 4 IS A STANDARD DISK, SET IN THE SE CORNER OF THE
 SY3828'CONCRETE CURBING AROUND THE HATCHWAY WHICH IS THE ONLY ENTRANCE TO
 SY3828'THE TOP OF THE TOWER.  IT IS STAMPED ENGINE NO 4 1954.
 SY3828'
 SY3828'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED ENGINE NO 5 1954 AND
 SY3828'SET IN THE TOP OF THE CONCRETE ROOF NEAR THE S SIDE OF THE TANK.  IT
 SY3828'IS ABOUT 1 FT. NW OF THE DRAINPIPE, AND ABOUT 18 IN. TOWARD THE
 SY3828'CENTER OF THE TANK FROM THE CONCRETE PARAPET WALL.
 SY3828'
 SY3828'THE NEW TANK TOP (AND HENCE THE STATION MARK) IS ABOUT 3-1/2 FT.
 SY3828'HIGHER AFTER THE RECENT RECONSTRUCTION AND HAS A COMMANDING VIEW
 SY3828'OF THE CITY OF SEATTLE IN ALL DIRECTIONS FROM THE STATION WITHOUT THE
 SY3828'NEED FOR A STAND.
 SY3828'
 SY3828'DIRECTIONS WERE OBSERVED TO TEN OF THE ORIGINAL STATIONS TO PROVE
 SY3828'THE PLACING OF THE NEW MARK.  AN AVERAGE DIFFERENCE BETWEEN THE 1934
 SY3828'OBSERVATIONS AND THE 1954 OBSERVATIONS (USING FOUR POSITIONS OF
 SY3828'THE CIRCLE) OF ABOUT 0.8 SECOND OF ANGLE PROVES SATISFACTORILY THAT
 SY3828'THE NEW CENTER MARK IS NOT ECCENTRIC.
 SY3828'
 SY3828'DISTANCES AND DIRECTIONS WERE MEASURED TO THE NEW REFERENCE MARKS AS
 SY3828'INDICATED.  HOWEVER, THE DISTANCES AND DIRECTIONS TO THE STANDPIPE
 SY3828'AND TO REFERENCE MARK 3 ARE TAKEN FROM THE 1952 RECOVERY NOTE, AND
 SY3828'REDUCED AS SHOWN TO A COMMON INITIAL FOR CONVENIENCE SAKE.
 SY3828
 SY3828                          STATION RECOVERY (1955)
 SY3828
 SY3828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY3828'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 SY3828'FOUND IN GOOD CONDITION.
 SY3828'
 SY3828'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 SY3828'
 SY3828'THE STATION IS LOCATED ON TOP OF A WATER TANK ON THE SUMMIT OF QUEEN
 SY3828'ANNE HILL, ON WARREN AVENUE BETWEEN LEE STREET AND GALER STREET NEAR
 SY3828'FIRE ENGINE HOUSE NO. 8 IN SEATTLE.  IT IS A STANDARD BRONZE DISK
 SY3828'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE ROOF OF THE CONCRETE
 SY3828'SHELL ENCLOSING THE WATER TANK AND THE DISK IS STAMPED ENGINE 1933
 SY3828'1954.
 SY3828'
 SY3828'*REFERENCE MARK NO. 3 IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 SY3828'HOLE IN THE EDGE OF THE HATCHWAY LEADING TO THE ROOF.  THE DISK IS
 SY3828'STAMPED ENGINE NO 3 1954.
 SY3828'
 SY3828'*REFERENCE MARK NO. 4 IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 SY3828'HOLE IN THE EDGE OF THE ROOF.  THE DISK IS STAMPED ENGINE NO 4 1954.
 SY3828'
 SY3828'TRAVERSE CONNECTIONS WERE MADE TO THE CITY STREET MONUMENT AT THE
 SY3828'INTERSECTION OF GALER STREET AND WARREN AVENUE AND THE NE CORNER
 SY3828'SECTION 25, T25N, R3E.
 SY3828'
 SY3828'CITY STREET MONUMENT, INTERSECTION OF GALER STREET AND WARREN AVENUE
 SY3828'IS A BRASS ROD SET IN CEMENT ABOUT 12 INCHES BELOW THE STREET LEVEL
 SY3828'AND IS ENCLOSED IN A CAST IRON MONUMENT CASE WITH THE LID FLUSH WITH
 SY3828'THE STREET LEVEL.  IT IS 44.7 FEET SOUTH-SOUTHWEST OF A POWER POLE
 SY3828'IN THE NORTHEAST ANGLE AND 25.3 FEET NORTHEAST OF A POWER POLE IN
 SY3828'THE SOUTHWEST ANGLE.
 SY3828'
 SY3828'NE CORNER SECTION 25, T25N, R3E IS LOCATED NEAR THE INTERSECTION
 SY3828'OF 1ST. AVENUE WEST AND GALER STREET.  IT IS A BRASS ROD SET IN
 SY3828'CONCRETE ABOUT 9 INCHES BELOW THE STREET LEVEL AND IS ENCLOSED IN A
 SY3828'CAST IRON MONUMENT CASE WITH THE LID FLUSH WITH THE STREET LEVEL.
 SY3828'IT IS 38.2 FEET NORTHWEST OF THE BOTTOM STEP LEADING INTO A
 SY3828'RESIDENCE IN THE SOUTHEAST ANGLE, 35.0 FEET EAST-SOUTHEAST OF A POWER
 SY3828'POLE IN THE NORTHWEST ANGLE, 34.3 FEET SOUTH-SOUTHWEST OF A FIRE
 SY3828'HYDRANT IN THE NORTHEAST ANGLE AND 22.2 FEET NORTHEAST OF A POWER
 SY3828'POLE IN THE SOUTHWEST ANGLE.
 SY3828'
 SY3828'OFFICE NOTE--THE DESIGNATIONS AND STAMPINGS OF THE REFERENCE MARKS DO
 SY3828'NOT AGREE WITH C. PIERCES RECOVERY NOTE IN 1954.
 SY3828
 SY3828                          STATION RECOVERY (1963)
 SY3828
 SY3828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3828'THE STATION MARK AND REFERENCE MARKS NO. 3 AND 4 WERE RECOVERED AS
 SY3828'DESCRIBED, AND THE DESIGNATIONS AND STAMPINGS ON THE REFERENCE MARKS
 SY3828'ARE AS GIVEN IN THE 1955 RECOVERY NOTE.
 SY3828
 SY3828                          STATION RECOVERY (1963)
 SY3828
 SY3828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY3828'NOTE--THE REFERENCE MARKS HAVE BEEN CONFUSED IN PREVIOUS RECOVERY
 SY3828'NOTES.  THERE ARE THREE REFERENCE MARKS.  TWO WERE STAMPED NO 3
 SY3828'AND THE OTHER IS STAMPED NO 4.  THE MARK UNDER THE MICROWAVE TOWER
 SY3828'IS STAMPED NO 3.  THE MARK SET ON THE SOUTHEAST CORNER OF THE
 SY3828'CONCRETE CURBING OF THE HATCHWAY WAS ALSO STAMPED NO 3.  AT THIS
 SY3828'TIME THE LETTER A WAS STAMPED ON THIS DISK AND IT WILL NOW BE
 SY3828'LISTED AS REFERENCE MARK NUMBER 3A.  THE MARK PREVIOUSLY DESCRIBED
 SY3828'AS NUMBER 5 IS STAMPED NO 4.
 SY3828'
 SY3828'LOCATED IN SEATTLE, ON THE SUMMIT OF QUEEN ANNE HILL, ON TOP OF A
 SY3828'ROUND CONCRETE, TOWER THAT HOUSES A STEEL, WATER STANDPIPE.  ON
 SY3828'WARREN STREET BETWEEN LEE STREET AND GALER STREET.  NEAR (SOUTH OF)
 SY3828'FIRE ENGINE HOUSE NO. 8.
 SY3828'
 SY3828'THE STATION IS A STANDARD DISK STAMPED ENGINE 1933 1954 SET FLUSH IN
 SY3828'THE CENTER OF THE FLAT CONCRETE ROOF OF THE CONCRETE TOWER.
 SY3828'
 SY3828'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ENGINE NO 3 1952 SET IN
 SY3828'A CONCRETE MONUMENT, ABOUT 3 INCHES BENEATH THE SURFACE OF THE
 SY3828'GROUND AND UNDER THE CENTER OF A SKELETON STEEL, MICROWAVE TOWER.
 SY3828'
 SY3828'REFERENCE MARK 3A IS A STANDARD DISK STAMPED ENGINE NO 3A 1954 SET ON
 SY3828'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE CURBING OF THE HATCHWAY,
 SY3828'ON THE ROOF OF THE CONCRETE TOWER.
 SY3828'
 SY3828'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ENGINE NO 4 1954 SET
 SY3828'FLUSH ON THE CONCRETE ROOF OF THE CONCRETE TOWER, ABOUT 1 FOOT
 SY3828'NORTHWEST OF THE WATER DRAINAGE OUTLET AND ABOUT 1-1/2 FEET FROM
 SY3828'THE LOW CONCRETE WALL THAT ENCIRCLES THE TOP OF THE CONCRETE TOWER.
 SY3828'
 SY3828'REFERENCE MARK 3 WAS NOT OBSERVED OR MEASURED AT THIS TIME DUE TO
 SY3828'ITS LOCATION, REQUIRING A VERTICAL COLLIMATOR.  THE DISTANCE AND
 SY3828'DIRECTION IS OF THE 1952 OBSERVATIONS REDUCED TO A COMMON INITIAL
 SY3828'AZIMUTH STATION.
 SY3828
 SY3828                          STATION RECOVERY (1965)
 SY3828
 SY3828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY3828'THE STATION AND REFERENCE MARKS 3A AND 4 WERE RECOVERED AS DESCRIBED.
 SY3828'REFERENCE MARK 3, WHICH WAS CENTERED UNDER SEATTLE, QUEEN ANNE
 SY3828'MICROWAVE TOWER HAS BEEN DESTROYED BY CONSTRUCTION.
 SY3828
 SY3828                          STATION RECOVERY (1967)
 SY3828
 SY3828'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (CMB)
 SY3828'RECOVERED BY A CONSULTING ENGINEER.
 SY3828'
 SY3828'STATION--ENGINE 1954 GOOD
 SY3828'
 SY3828'RM3A--ENGINE NO 3A 1954 GOOD
 SY3828'
 SY3828'RM4--ENGINE NO 4 1954 GOOD
 SY3828
 SY3828                          STATION RECOVERY (1970)
 SY3828
 SY3828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RBM)
 SY3828'THE STATION AND REFERENCE MARKS 3A AND 4 WERE RECOVERED IN GOOD
 SY3828'CONDITION.  REFERENCE MARK 3 (UNDER SEATTLE, QUEEN ANNE MICROWAVE
 SY3828'TOWER) WAS PREVIOUSLY REPORTED AS DESTROYED.  AN 8 INCH IN DIAMETER
 SY3828'BY 6 INCH HIGH LENGTH OF BLACK FIBER PIPE HAS BEEN SET OVER THE
 SY3828'STATION MARK.
 SY3828'
 SY3828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT SEATTLE.
 SY3828
 SY3828                          STATION RECOVERY (1973)
 SY3828
 SY3828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3828'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AS
 SY3828'DESCRIBED IN 1955.
 SY3828'
 SY3828'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 SY3828'
 SY3828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN SEATTLE.
 SY3828
 SY3828                          STATION RECOVERY (1980)
 SY3828
 SY3828'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY3828'THE STATION AND REFERENCE MARK 4 WERE RECOVERED IN GOOD CONDITION
 SY3828'REFERENCE MARK 3A WAS NOT RECOVERED, AS IT IS PROBABLY UNDER THE
 SY3828'NEW WOODEN COAMING OF THE SQUARE CONCRETE HATCH.
 SY3828'
 SY3828'THE STATION IS A C+GS DISK STAMPED---ENGINE 1933 1954---, SET IN
 SY3828'THE CONCRETE ROOF UNDER AN 8-INCH DIAMETER SHORT METAL PIPE.
 SY3828'HEIGHT OF LIGHT WAS 1.66 METERS.
 SY3828'
 SY3828'KEY TO THE LOCKED DOOR AVAILABLE FROM SEATTLE CITY WATER
 SY3828'DEPARTMENT, PHONE 625-4184.
 SY3828
 SY3828                          STATION RECOVERY (2002)
 SY3828
 SY3828'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4327 ***********************************************************************
 RD4327  CBN         -  This is a Cooperative Base Network Control Station.
 RD4327  DESIGNATION -  ENGLISH
 RD4327  PID         -  RD4327
 RD4327  STATE/COUNTY-  WA/CLARK
 RD4327  USGS QUAD   -  ORCHARDS (1990)
 RD4327
 RD4327                         *CURRENT SURVEY CONTROL
 RD4327  ___________________________________________________________________
 RD4327* NAD 83(1998)-  45 38 07.33990(N)    122 30 46.45481(W)     ADJUSTED  
 RD4327* NAVD 88     -        92.563  (meters)     303.68   (feet)  ADJUSTED  
 RD4327  ___________________________________________________________________
 RD4327  X           -  -2,401,198.144 (meters)                     COMP
 RD4327  Y           -  -3,767,253.486 (meters)                     COMP
 RD4327  Z           -   4,537,052.136 (meters)                     COMP
 RD4327  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 RD4327  ELLIP HEIGHT-          69.91  (meters)          (07/03/01) GPS OBS
 RD4327  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 RD4327  DYNAMIC HT  -          92.563 (meters)     303.68  (feet)  COMP
 RD4327  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 RD4327
 RD4327  HORZ ORDER  -  B
 RD4327  VERT ORDER  -  SECOND    CLASS II
 RD4327  ELLP ORDER  -  FIFTH     CLASS I
 RD4327
 RD4327.The horizontal coordinates were established by GPS observations
 RD4327.and adjusted by the National Geodetic Survey in July 2001..
 RD4327.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RD4327.DATUM ITEM on the data sheet items page.
 RD4327
 RD4327.The orthometric height was determined by differential leveling
 RD4327.and adjusted by the National Geodetic Survey in April 1995..
 RD4327
 RD4327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RD4327
 RD4327.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD4327
 RD4327.The ellipsoidal height was determined by GPS observations
 RD4327.and is referenced to NAD 83.
 RD4327
 RD4327.The geoid height was determined by GEOID03.
 RD4327
 RD4327.The dynamic height is computed by dividing the NAVD 88
 RD4327.geopotential number by the normal gravity value computed on the
 RD4327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4327.degrees latitude (g = 980.6199 gals.).
 RD4327
 RD4327.The modeled gravity was interpolated from observed gravity values.
 RD4327
 RD4327;                    North         East     Units Scale Factor Converg.
 RD4327;SPC WA S     -    35,574.887   343,061.832   MT  1.00005074   -1 27 43.8
 RD4327;SPC WA S     -   116,715.28  1,125,528.69   sFT  1.00005074   -1 27 43.8
 RD4327;SPC OR N     -   220,723.690 2,343,080.339   MT  0.99992773   -1 25 39.1
 RD4327;SPC OR N     -   724,159.09  7,687,271.45   iFT  0.99992773   -1 25 39.1
 RD4327;UTM  10      - 5,053,651.509   537,963.933   MT  0.99961772   +0 20 53.6
 RD4327
 RD4327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD4327!SPC WA S     -   0.99998904  x   1.00005074  =   1.00003978
 RD4327!SPC OR N     -   0.99998904  x   0.99992773  =   0.99991677
 RD4327!UTM  10      -   0.99998904  x   0.99961772  =   0.99960676
 RD4327
 RD4327                          SUPERSEDED SURVEY CONTROL
 RD4327
 RD4327  NAD 83(1991)-  45 38 07.33826(N)    122 30 46.45512(W) AD(       ) B
 RD4327  ELLIP H (05/29/91)   70.07   (m)                       GP(       ) 4 1
 RD4327  NAVD 88 (02/26/02)   92.56   (m)          303.7    (f) LEVELING    3  
 RD4327  NGVD 29 (03/17/92)   91.514  (m)          300.24   (f) ADJUSTED    2 2
 RD4327
 RD4327.Superseded values are not recommended for survey control.
 RD4327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4327.See file dsdata.txt to determine how the superseded data were derived.
 RD4327
 RD4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3796453652(NAD 83)
 RD4327_MARKER: DH = HORIZONTAL CONTROL DISK
 RD4327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4327_SP_SET: CONCRETE POST
 RD4327_STAMPING: ENGLISH 1991
 RD4327_MARK LOGO: NGS   
 RD4327_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4327+STABILITY: SURFACE MOTION
 RD4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4327+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 RD4327
 RD4327  HISTORY     - Date     Condition        Report By
 RD4327  HISTORY     - 1991     MONUMENTED       NGS
 RD4327  HISTORY     - 19910305 GOOD             NGS
 RD4327  HISTORY     - 20001010 GOOD             NGS
 RD4327  HISTORY     - 20031003 GOOD             ORION
 RD4327  HISTORY     - 20050507 GOOD             USPSQD
 RD4327  HISTORY     - 20060530 GOOD             USPSQD
 RD4327
 RD4327                          STATION DESCRIPTION
 RD4327
 RD4327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RD4327'EAST OF CITY OF VANCOUVER, NEAR INTERSECTION OF NE 18TH STREET AND NE
 RD4327'155TH AVENUE, APPROX. 150 FT. SOUTH OF INTERSECTION, 30 FT. EAST OF
 RD4327'CENTERLINE, SET 3 1/2 INCH BRASS DISK IN CONCRETE MONUMENT.ALSO
 RD4327'SET REFERENCE MARK (2 INCH DOMED BRASS DISK) APPROX. 100 FT. SOUTH OF
 RD4327'ABOVE DESCRIBED DISK.
 RD4327
 RD4327                          STATION RECOVERY (1991)
 RD4327
 RD4327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RD4327'THE STATION IS LOCATED IN THE EAST PART OF VANCOUVER WA, NEAR THE
 RD4327'INTERSECTION OF NE 18TH STREET AND NE 155TH AVENUE.  OWNERSHIP--CLARK
 RD4327'COUNTY.
 RD4327'TO REACH THE STATION FROM THE MILL PLAIN EAST EXIT ON INTERSTATE
 RD4327'HIGHWAY 205 IN VANCOUVER, GO SOUTHEAST ON MILL PLAIN ROAD FOR 4.83 KM
 RD4327'(3.00 MI) TO THE INTERSECTION OF NE 164TH AVENUE.  TURN LEFT AND GO
 RD4327'NORTH FOR 1.61 KM (1.00 MI) TO THE INTERSECTION OF NE 18TH STREET.
 RD4327'TURN LEFT AND GO WEST FOR 0.40 KM (0.25 MI) TO THE INTERSECTION OF NE
 RD4327'155TH AVENUE.  TURN LEFT AND GO SOUTH FOR ABOUT 31 M (101.7 FT) TO
 RD4327'THE STATION ON THE LEFT BETWEEN TWO STEEL FENCE POSTS WITH SIGNS.
 RD4327'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 RD4327'WITH THE GROUND.  LOCATED APPROXIMATELY 45 M (147.6 FT) SOUTH OF THE
 RD4327'INTERSECTION AND 9 M (29.5 FT) EAST OF THE CENTERLINE OF NE 155TH
 RD4327'AVENUE.
 RD4327
 RD4327                          STATION RECOVERY (2000)
 RD4327
 RD4327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CRC)
 RD4327'RECOVERED AS DESCRIBED
 RD4327'
 RD4327
 RD4327                          STATION RECOVERY (2003)
 RD4327
 RD4327'RECOVERY NOTE BY ORION GPS 2003 (JDP)
 RD4327'RECOVERED IN GOOD CONDITION.
 RD4327
 RD4327                          STATION RECOVERY (2005)
 RD4327
 RD4327'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4327'RECOVERED IN GOOD CONDITION.
 RD4327
 RD4327                          STATION RECOVERY (2006)
 RD4327
 RD4327'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD4328 ***********************************************************************
 RD4328  DESIGNATION -  ENGLISH RM
 RD4328  PID         -  RD4328
 RD4328  STATE/COUNTY-  WA/CLARK
 RD4328  USGS QUAD   -  ORCHARDS (1990)
 RD4328
 RD4328                         *CURRENT SURVEY CONTROL
 RD4328  ___________________________________________________________________
 RD4328* NAD 83(1986)-  45 38 07.     (N)    122 30 45.     (W)     SCALED    
 RD4328* NAVD 88     -        92.426  (meters)     303.23   (feet)  ADJUSTED  
 RD4328  ___________________________________________________________________
 RD4328  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 RD4328  DYNAMIC HT  -          92.425 (meters)     303.23  (feet)  COMP
 RD4328  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 RD4328
 RD4328  VERT ORDER  -  SECOND    CLASS II
 RD4328
 RD4328.The horizontal coordinates were scaled from a topographic map and have
 RD4328.an estimated accuracy of +/- 6 seconds.
 RD4328
 RD4328.The orthometric height was determined by differential leveling
 RD4328.and adjusted by the National Geodetic Survey in April 1995..
 RD4328
 RD4328.The geoid height was determined by GEOID03.
 RD4328
 RD4328.The dynamic height is computed by dividing the NAVD 88
 RD4328.geopotential number by the normal gravity value computed on the
 RD4328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD4328.degrees latitude (g = 980.6199 gals.).
 RD4328
 RD4328.The modeled gravity was interpolated from observed gravity values.
 RD4328
 RD4328;                    North         East    Units  Estimated Accuracy
 RD4328;SPC WA S     -    35,560.      343,090.      MT  (+/- 180 meters Scaled)
 RD4328
 RD4328                          SUPERSEDED SURVEY CONTROL
 RD4328
 RD4328  NGVD 29 (03/17/92)   91.377  (m)          299.79   (f) ADJUSTED    2 2
 RD4328
 RD4328.Superseded values are not recommended for survey control.
 RD4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD4328.See file dsdata.txt to determine how the superseded data were derived.
 RD4328
 RD4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER379536(NAD 83)
 RD4328_MARKER: DB = BENCH MARK DISK
 RD4328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD4328_SP_SET: CONCRETE POST
 RD4328_STAMPING: RERFERENCE MARK 1991
 RD4328_MARK LOGO: WA-011
 RD4328_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RD4328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD4328+STABILITY: SURFACE MOTION
 RD4328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD4328+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 RD4328
 RD4328  HISTORY     - Date     Condition        Report By
 RD4328  HISTORY     - 1991     MONUMENTED       WA-011
 RD4328  HISTORY     - 20040528 GOOD             USPSQD
 RD4328  HISTORY     - 20050507 GOOD             USPSQD
 RD4328  HISTORY     - 20060530 GOOD             USPSQD
 RD4328
 RD4328                          STATION DESCRIPTION
 RD4328
 RD4328'DESCRIBED BY CLARK COUNTY WASHINGTON 1991
 RD4328'EAST OF CITY OF VANCOUVER, NEAR INTERSECTION OF NE 18TH STREET AND NE
 RD4328'155TH AVENUE, APPROX 250 FT. SOUTH OF INTERSECTION, 30 FT. EAST OF
 RD4328'CENTERLINE OF NE 155TH AVENUE,SET 2 INCH DOMED BRASS DISK IN
 RD4328'CONCRETE MONUMENT. THIS IS REFERENCE MARK FOR A 3 1/2 INCH DOMED
 RD4328'BRASS DISK APPROX 100 FT. NORTH.
 RD4328
 RD4328                          STATION RECOVERY (2004)
 RD4328
 RD4328'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD4328'RECOVERED IN GOOD CONDITION.
 RD4328
 RD4328                          STATION RECOVERY (2005)
 RD4328
 RD4328'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 RD4328'RECOVERED IN GOOD CONDITION.
 RD4328
 RD4328                          STATION RECOVERY (2006)
 RD4328
 RD4328'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD4328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1937 ***********************************************************************
 SA1937  DESIGNATION -  ENNIS
 SA1937  PID         -  SA1937
 SA1937  STATE/COUNTY-  WA/WALLA WALLA
 SA1937  USGS QUAD   -  HARSHA (1976)
 SA1937
 SA1937                         *CURRENT SURVEY CONTROL
 SA1937  ___________________________________________________________________
 SA1937* NAD 83(1991)-  46 15 36.59125(N)    118 23 58.36995(W)     ADJUSTED  
 SA1937* NAVD 88     -       441.5    (meters)    1448.     (feet)  VERTCON   
 SA1937  ___________________________________________________________________
 SA1937  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 SA1937  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 SA1937
 SA1937  HORZ ORDER  -  THIRD
 SA1937
 SA1937.The horizontal coordinates were established by classical geodetic methods
 SA1937.and adjusted by the National Geodetic Survey in December 1991..
 SA1937
 SA1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1937
 SA1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1937
 SA1937.The geoid height was determined by GEOID03.
 SA1937
 SA1937;                    North         East     Units Scale Factor Converg.
 SA1937;SPC WA S     -   105,172.741   661,913.356   MT  0.99993059   +1 31 32.7
 SA1937;SPC WA S     -   345,054.23  2,171,627.40   sFT  0.99993059   +1 31 32.7
 SA1937;UTM  11      - 5,123,906.038   392,139.312   MT  0.99974301   -1 00 40.5
 SA1937
 SA1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1937!SPC WA S     -   0.99993409  x   0.99993059  =   0.99986468
 SA1937!UTM  11      -   0.99993409  x   0.99974301  =   0.99967712
 SA1937
 SA1937|---------------------------------------------------------------------|
 SA1937| PID    Reference Object                     Distance      Geod. Az  |
 SA1937|                                                           dddmmss.s |
 SA1937| CF5243 ENNIS RM 1                            1.568 METERS 02704     |
 SA1937| CF5242 ENNIS AZ MK                                        1814144.9 |
 SA1937| CF5244 ENNIS RM 2                            1.717 METERS 20716     |
 SA1937|---------------------------------------------------------------------|
 SA1937
 SA1937                          SUPERSEDED SURVEY CONTROL
 SA1937
 SA1937  NAD 83(1991)-  46 15 36.59202(N)    118 23 58.37087(W) AD(       ) 3
 SA1937  NAD 83(1986)-  46 15 36.59715(N)    118 23 58.36353(W) AD(       ) 3
 SA1937  NAD 27      -  46 15 37.09700(N)    118 23 54.47446(W) AD(       ) 3
 SA1937  NGVD 29 (07/19/86)  440.5    (m)         1445.     (f) VERT ANG       
 SA1937
 SA1937.Superseded values are not recommended for survey control.
 SA1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1937.See file dsdata.txt to determine how the superseded data were derived.
 SA1937
 SA1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM9213923906(NAD 83)
 SA1937_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1937
 SA1937  HISTORY     - Date     Condition        Report By
 SA1937  HISTORY     - 1963     MONUMENTED       CGS
 SA1937  HISTORY     - 20040229 GOOD             GEOCAC
 SA1937
 SA1937                          STATION DESCRIPTION
 SA1937
 SA1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 SA1937'THE STATION IS ABOUT 16 MILES NORTH-NORTHWEST OF WALLA WALLA, 5-1/2
 SA1937'MILES SOUTHWEST OF PRESCOTT, ON THE HIGHEST POINT AND NEAR THE
 SA1937'NORTHERN END OF A GRASS COVERED RIDGE ABOUT 1/4 MILE WEST OF
 SA1937'PETTYJOHN ROAD.  IT IS ON LAND OWNED BY MR. EUGENE VALEER.
 SA1937'
 SA1937'TO REACH THE STATION FROM THE JUNCTION ON U.S. HIGHWAY 410 AND STATE
 SA1937'HIGHWAY 3 E IN THE NORTHWEST EDGE OF WALLA WALLA, GO NORTH ON STATE
 SA1937'HIGHWAY 3 E (PASSING THE STATE PRISON) FOR 2.65 MILES TO A FORK,
 SA1937'KEEP THE RIGHT FORK ON STATE HIGHWAY 3 E FOR 3.9 MILES TO A FORK.
 SA1937'TAKE THE LEFT FORK, NORTHERLY, STATE HIGHWAY 3 E FOR 5.35 MILES TO A
 SA1937'GRAVELED SIDE ROAD ON THE LEFT AT SIGN PETTYJOHN ROAD, TURN LEFT
 SA1937'AND GO NORTHWESTERLY ON GRAVELED ROAD PETTYJOHN ROAD FOR 2.55 MILES
 SA1937'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.3 MILE TO A
 SA1937'FARM HOUSE ON THE LEFT.  TURN LEFT, WEST, THROUGH THE FARM YARD
 SA1937'FOR 0.1 MILE THEN RIGHT, NORTHWESTERLY, ON A TRACK ROAD UP HILL FOR
 SA1937'0.3 MILE TO WHERE THE ROAD DROPS OFF TO THE LEFT.  TURN RIGHT AND GO
 SA1937'NORTHERLY ALONG THE TOP OF THE RIDGE FOR 0.05 MILE TO THE HIGHEST
 SA1937'POINT AND THE STATION.
 SA1937'
 SA1937'THE STATION MARK IS A STANDARD DISK, STAMPED ENNIS 1963, SET IN THE
 SA1937'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 SA1937'50 FEET EAST OF THE WEST SLOPE OF THE RIDGE, 21 FEET WEST OF THE
 SA1937'EAST SLOPE OF THE RIDGE, 7.5 FEET NORTH OF A METAL WITNESS POST
 SA1937'AND 6.9 FEET SOUTH OF ANOTHER WITNESS POST.
 SA1937'
 SA1937'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ENNIS NO 1 1963, SET IN
 SA1937'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT
 SA1937'IS 50 FEET EAST OF THE WEST SLOPE OF THE RIDGE, 21 FEET WEST OF
 SA1937'THE EAST SLOPE OF THE RIDGE AND 1.8 FEET SOUTH OF A METAL WITNESS
 SA1937'POST.
 SA1937'
 SA1937'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ENNIS NO 2 1963, SET IN
 SA1937'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 SA1937'IS 50 FEET EAST OF THE WEST SLOPE OF THE RIDGE, 21 FEET WEST OF THE
 SA1937'EAST SLOPE OF THE RIDGE AND 1.7 FEET NORTH OF A METAL WITNESS POST.
 SA1937'
 SA1937'AZIMUTH MARK IS A STANDARD DISK, STAMPED ENNIS 1963, SET IN THE
 SA1937'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 33
 SA1937'FEET EAST OF THE CENTERLINE OF AN EAST-WEST GRAVELED ROAD AND 2
 SA1937'FEET NORTH OF A METAL WITNESS POST.
 SA1937
 SA1937                          STATION RECOVERY (2004)
 SA1937
 SA1937'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA1937'STATION DISK RM1 RM2 AND AZIMUTH FOUND IN GOOD CONDITION. NO WITNESS
 SA1937'POST PRESENT AT STATION AREA. AZIMUTH DISK IS NOW 14 INCHES BELOW
 SA1937'SURFACE ITS WITNESS POST PRESENT YET BENT TO ALMOST GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2932 ***********************************************************************
 SY2932  DESIGNATION -  ENTRANCE
 SY2932  PID         -  SY2932
 SY2932  STATE/COUNTY-  WA/PIERCE
 SY2932  USGS QUAD   -  GIG HARBOR (1994)
 SY2932
 SY2932                         *CURRENT SURVEY CONTROL
 SY2932  ___________________________________________________________________
 SY2932* NAD 83(1991)-  47 19 35.39520(N)    122 34 25.24207(W)     ADJUSTED  
 SY2932* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY2932  ___________________________________________________________________
 SY2932  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 SY2932  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY2932
 SY2932  HORZ ORDER  -  SECOND
 SY2932
 SY2932.The horizontal coordinates were established by classical geodetic methods
 SY2932.and adjusted by the National Geodetic Survey in December 1991..
 SY2932
 SY2932.The orthometric height was scaled from a topographic map.
 SY2932
 SY2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2932
 SY2932.The geoid height was determined by GEOID03.
 SY2932
 SY2932;                    North         East     Units Scale Factor Converg.
 SY2932;SPC WA S     -   223,610.534   343,265.966   MT  0.99999844   -1 30 22.7
 SY2932;SPC WA S     -   733,628.89  1,126,198.42   sFT  0.99999844   -1 30 22.7
 SY2932;SPC WA N     -    37,788.642   368,451.175   MT  1.00003688   -1 17 44.6
 SY2932;SPC WA N     -   123,978.24  1,208,826.90   sFT  1.00003688   -1 17 44.6
 SY2932;UTM  10      - 5,241,535.876   532,213.353   MT  0.99961275   +0 18 48.4
 SY2932
 SY2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2932!SPC WA S     -   1.00000290  x   0.99999844  =   1.00000134
 SY2932!SPC WA N     -   1.00000290  x   1.00003688  =   1.00003979
 SY2932!UTM  10      -   1.00000290  x   0.99961275  =   0.99961565
 SY2932
 SY2932:                Primary Azimuth Mark                     Grid Az
 SY2932:SPC WA S     -  POINT DEFIANCE LIGHT                     120 42 16.8
 SY2932:SPC WA N     -  POINT DEFIANCE LIGHT                     120 29 38.7
 SY2932:UTM  10      -  POINT DEFIANCE LIGHT                     118 53 05.7
 SY2932
 SY2932|---------------------------------------------------------------------|
 SY2932| PID    Reference Object                     Distance      Geod. Az  |
 SY2932|                                                           dddmmss.s |
 SY2932| SY2907 POINT DEFIANCE LIGHT                APPROX. 2.2 KM 1191154.1 |
 SY2932| SY2925 TACOMA TV STATION KTVW MAST         APPROX. 7.0 KM 1390456.5 |
 SY2932| CE4000 ENTRANCE RM 1                         8.223 METERS 25705     |
 SY2932| SY2929 ENTRANCE 2                           63.198 METERS 27323     |
 SY2932| CE4001 ENTRANCE RM 2                         6.075 METERS 34940     |
 SY2932|---------------------------------------------------------------------|
 SY2932
 SY2932                          SUPERSEDED SURVEY CONTROL
 SY2932
 SY2932  NAD 83(1986)-  47 19 35.39087(N)    122 34 25.25562(W) AD(       ) 2
 SY2932  NAD 27      -  47 19 36.06600(N)    122 34 20.79400(W) AD(       ) 2
 SY2932
 SY2932.Superseded values are not recommended for survey control.
 SY2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2932.See file dsdata.txt to determine how the superseded data were derived.
 SY2932
 SY2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3221341536(NAD 83)
 SY2932
 SY2932  HISTORY     - Date     Condition        Report By
 SY2932  HISTORY     - 1934     MONUMENTED       CGS
 SY2932  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SY2932  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY2932  HISTORY     - 19980125 MARK NOT FOUND   USPSQD
 SY2932  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 SY2932
 SY2932                          STATION DESCRIPTION
 SY2932
 SY2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY2932'STATION IS LOCATED IN PUGET SOUND ON THE LOW SAND SPIT AT N SIDE OF
 SY2932'ENTRANCE TO GIG HARBOR, 6 PACES W OF THE OUTER SHORE LINE, 39 METERS
 SY2932'S FROM THE FOOT OF THE SLOPE OF THE HIGHLAND TO NORTHWARD AND 79.7
 SY2932'METERS NORTHEASTWARD FROM THE NW CORNER OF THE HOUSE FOR THE BLINKER
 SY2932'LIGHT ON THE POINT AT THE SPIT.  ALL MARKS ARE STANDARD AND SET IN 1
 SY2932'FOOT SQUARE CONCRETE MONUMENTS, 4 INCHES ABOVE THE GROUND.
 SY2932'
 SY2932'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AS
 SY2932'DESCRIBED IN NOTE 11A.
 SY2932'
 SY2932'REFERENCE MARK NO.1 IS 5 PACES W OF OUTER HIGH-WATER MARK.
 SY2932
 SY2932                          STATION RECOVERY (1958)
 SY2932
 SY2932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EHK)
 SY2932'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 SY2932'DESCRIBED.  A NEW HOME IS TO BE CONSTRUCTED ON THE SITE BY MR. S.H.
 SY2932'BROWN OF WEYERHAEUSER TIMBER CO., TACOMA, THEREFORE A NEW STATION,
 SY2932'ENTRANCE 2, AND A NEW REFERENCE MARK, NO. 3, 1958, WERE ESTABLISHED
 SY2932'ON THE LINE BETWEEN STATION ENTRANCE AND GIG HARBOR LIGHT.  SEE
 SY2932'DESCRIPTION FOR STATION ENTRANCE 2.
 SY2932'
 SY2932'DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1 AND 2 WERE CHECKED.
 SY2932'NOTE THAT DISTANCES AGREE VERY CLOSELY WITH THE 1934 MEASUREMENTS
 SY2932'BUT ANGULAR CHECK IS VERY POOR.  ALL MARKS WERE SOLIDLY IN PLACE,
 SY2932'WITH NO EVIDENCE OF MOVEMENT.
 SY2932'
 SY2932'THE OWNER HAS BEEN REQUESTED TO LEAVE IN PLACE ANY MARKS NOT
 SY2932'ACTUALLY INTERFERING WITH THE CONSTRUCTION.
 SY2932
 SY2932                          STATION RECOVERY (1966)
 SY2932
 SY2932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2932'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED.  A NEW
 SY2932'STATION, ENTRANCE 2, WAS ESTABLISHED PREVIOUSLY, BUT THESE MARKS
 SY2932'STILL REMAIN IN PLACE.
 SY2932'
 SY2932'THE STATION MARK, STAMPED ENTRANCE 1934, IS A STANDARD DISK SET IN
 SY2932'A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS 14
 SY2932'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH ON A LOW,
 SY2932'GRAY, 50-FOOT LONG CABIN WITH DOUBLE GLASS DOORS ON THE SOUTH SIDE,
 SY2932'20-1/2 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE CABIN AND
 SY2932'7-1/2 FEET WEST OF THE PROJECTED EAST SIDE OF THE CABIN.  THIS
 SY2932'CABIN IS THE MOST WESTERLY HOUSE ON THE SAND SPIT AT PRESENT.  (JAN.
 SY2932'1966).
 SY2932'
 SY2932'REFERENCE MARK NO. 1, STAMPED NO 1 1934, IS A STANDARD DISK SET IN
 SY2932'A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS 18
 SY2932'FEET EAST OF THE PROJECTED WEST SIDE OF THE CABIN AND 13 FEET SOUTH
 SY2932'OF THE SOUTH EDGE OF THE PORCH.
 SY2932'
 SY2932'REFERENCE MARK NO. 2, STAMPED NO 2 1934, IS A STANDARD DISK SET IN
 SY2932'A SQUARE CONCRETE POST WHICH IS 1 INCH BELOW GROUND.  IT IS 11-1/2
 SY2932'FEET WEST OF THE SOUTHEAST CORNER OF THE CABIN AND 6 INCHES NORTH
 SY2932'OF THE SOUTH SIDE OF THE CABIN.  (CABIN SETS A FEW INCHES OFF THE
 SY2932'GROUND, MAKING IT POSSIBLE TO SEE THE MARK UNDER THE SOUTH SIDE.)
 SY2932
 SY2932                          STATION RECOVERY (1998)
 SY2932
 SY2932'RECOVERY NOTE BY US POWER SQUADRON 1998
 SY2932'MARK NOT FOUND.
 SY2932
 SY2932                          STATION RECOVERY (2005)
 SY2932
 SY2932'RECOVERY NOTE BY US POWER SQUADRON 2005 (MDC)
 SY2932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4706 ***********************************************************************
 SY4706  DESIGNATION -  ENTRANCE
 SY4706  PID         -  SY4706
 SY4706  STATE/COUNTY-  WA/KING
 SY4706  USGS QUAD   -  
 SY4706
 SY4706                         *CURRENT SURVEY CONTROL
 SY4706  ___________________________________________________________________
 SY4706* NAD 83(1991)-  47 40 17.42695(N)    122 24 37.03580(W)     ADJUSTED  
 SY4706* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 SY4706  ___________________________________________________________________
 SY4706  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 SY4706  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SY4706
 SY4706  HORZ ORDER  -  THIRD
 SY4706
 SY4706.The horizontal coordinates were established by classical geodetic methods
 SY4706.and adjusted by the National Geodetic Survey in December 1991..
 SY4706
 SY4706.The orthometric height was scaled from a topographic map.
 SY4706
 SY4706.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4706
 SY4706.The geoid height was determined by GEOID03.
 SY4706
 SY4706;                    North         East     Units Scale Factor Converg.
 SY4706;SPC WA N     -    75,872.741   381,585.656   MT  0.99997243   -1 10 26.7
 SY4706;SPC WA N     -   248,925.82  1,251,918.94   sFT  0.99997243   -1 10 26.7
 SY4706;UTM  10      - 5,279,959.120   544,268.343   MT  0.99962408   +0 26 09.5
 SY4706
 SY4706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4706!SPC WA N     -   1.00000118  x   0.99997243  =   0.99997361
 SY4706!UTM  10      -   1.00000118  x   0.99962408  =   0.99962526
 SY4706
 SY4706|---------------------------------------------------------------------|
 SY4706| PID    Reference Object                     Distance      Geod. Az  |
 SY4706|                                                           dddmmss.s |
 SY4706| CF6595 ENTRANCE RM 2                         1.395 METERS 04244     |
 SY4706| SY4696 CHIM                                470.728 METERS 0881031.2 |
 SY4706| CF6594 ENTRANCE RM 1                         1.353 METERS 18425     |
 SY4706|---------------------------------------------------------------------|
 SY4706
 SY4706                          SUPERSEDED SURVEY CONTROL
 SY4706
 SY4706  NAD 83(1986)-  47 40 17.42367(N)    122 24 37.05417(W) AD(       ) 3
 SY4706  NAD 27      -  47 40 18.07100(N)    122 24 32.58400(W) AD(       ) 3
 SY4706
 SY4706.Superseded values are not recommended for survey control.
 SY4706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4706.See file dsdata.txt to determine how the superseded data were derived.
 SY4706
 SY4706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4426879959(NAD 83)
 SY4706
 SY4706  HISTORY     - Date     Condition        Report By
 SY4706  HISTORY     - 1915     MONUMENTED       CGS
 SY4706  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY4706  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4706
 SY4706                          STATION DESCRIPTION
 SY4706
 SY4706'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (GTR)
 SY4706'THIS STATION IS ON THE S POINT AT ENTRANCE TO SALMON BAY FROM
 SY4706'PUGET SOUND, AND ON THE N SLOPE OF FORT LAWTON HILL, SEATTLE,
 SY4706'WASHINGTON.  IT IS ABOUT HALFWAY UP THE FIRST HILL ALONG THE EDGE
 SY4706'OF A SHEER BLUFF FACING PUGET SOUND.  IT IS ABOUT 100 FEET ABOVE
 SY4706'SEA LEVEL AND IS JUST AT THE N EDGE OF A GROVE OF SPRUCE
 SY4706'TREES.  IT IS ABOUT 4 FEET FROM THE EDGE OF BLUFF AND ABOUT 200
 SY4706'FEET FROM THE SMALL FRAME HOUSE AT FOOT OF SLOPE OF HILL.  THE
 SY4706'SCREEN PORCH OF SAME HOUSE IS IN RANGE WITH THE S END OF
 SY4706'NORTHERN PACIFIC BRIDGE FROM STATION.
 SY4706'
 SY4706'REFERENCE MARK NO.1 IS NAIL IN CENTER OF 5-INCH TRIANGLE BLAZED
 SY4706'IN STUMP OF SPRUCE WHICH IS ABOUT 1 FOOT IN DIAMETER.  TRIANGLE IS
 SY4706'ABOUT 10 INCHES ABOVE THE GROUND.
 SY4706'
 SY4706'REFERENCE MARK NO.2 IS A NAIL IN CENTER OF 4-INCH TRIANGLE BLAZED
 SY4706'IN SPRUCE TREE ABOUT 1 FOOT IN DIAMETER AND ABOUT 3 FEET ABOVE THE
 SY4706'GROUND.
 SY4706
 SY4706                          STATION RECOVERY (1953)
 SY4706
 SY4706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4706'THIS STATION IS LOST.  AN EXTENSIVE SEARCH WAS MADE FOR THE
 SY4706'STATION.  LOCAL RESIDENTS REPORT THAT THE BLUFF LINE HAS RECEDED
 SY4706'ABOUT 6 TO 8 FEET IN THE PAST 30 YEARS.  THERE ARE SEVERAL ROTTED
 SY4706'STUMPS ON THE SLOPE THAT MAY HAVE BEEN THE REFERENCE MARKS.
 SY4706
 SY4706                          STATION RECOVERY (2001)
 SY4706
 SY4706'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4706' 
 SY4706' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2929 ***********************************************************************
 SY2929  DESIGNATION -  ENTRANCE 2
 SY2929  PID         -  SY2929
 SY2929  STATE/COUNTY-  WA/PIERCE
 SY2929  USGS QUAD   -  GIG HARBOR (1994)
 SY2929
 SY2929                         *CURRENT SURVEY CONTROL
 SY2929  ___________________________________________________________________
 SY2929* NAD 83(1991)-  47 19 35.51591(N)    122 34 28.24662(W)     ADJUSTED  
 SY2929* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 SY2929  ___________________________________________________________________
 SY2929  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 SY2929  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY2929
 SY2929  HORZ ORDER  -  THIRD
 SY2929
 SY2929.The horizontal coordinates were established by classical geodetic methods
 SY2929.and adjusted by the National Geodetic Survey in December 1991..
 SY2929
 SY2929.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2929
 SY2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2929
 SY2929.The geoid height was determined by GEOID03.
 SY2929
 SY2929;                    North         East     Units Scale Factor Converg.
 SY2929;SPC WA S     -   223,615.919   343,202.998   MT  0.99999845   -1 30 24.9
 SY2929;SPC WA S     -   733,646.56  1,125,991.84   sFT  0.99999845   -1 30 24.9
 SY2929;SPC WA N     -    37,793.796   368,388.184   MT  1.00003687   -1 17 46.8
 SY2929;SPC WA N     -   123,995.15  1,208,620.23   sFT  1.00003687   -1 17 46.8
 SY2929;UTM  10      - 5,241,539.258   532,150.270   MT  0.99961270   +0 18 46.2
 SY2929
 SY2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2929!SPC WA S     -   1.00000305  x   0.99999845  =   1.00000150
 SY2929!SPC WA N     -   1.00000305  x   1.00003687  =   1.00003992
 SY2929!UTM  10      -   1.00000305  x   0.99961270  =   0.99961574
 SY2929
 SY2929|---------------------------------------------------------------------|
 SY2929| PID    Reference Object                     Distance      Geod. Az  |
 SY2929|                                                           dddmmss.s |
 SY2929| SY2930 GLO WITNESS CORNER N 1958            18.013 METERS 05149     |
 SY2929| SY2932 ENTRANCE                             63.198 METERS 09323     |
 SY2929| SY2956 POINT DEFIANCE LIGHT                APPROX. 2.3 KM 1183104.2 |
 SY2929| SY2931 GLO WITNESS CORNER S 1958            17.325 METERS 12503     |
 SY2929| SY2925 TACOMA TV STATION KTVW MAST         APPROX. 7.1 KM 1384254.1 |
 SY2929| SY2959 GIG HARBOR LIGHT 1976                17.408 METERS 27030     |
 SY2929| SY2927 GIG HARBOR LIGHT                     17.359 METERS 27324     |
 SY2929| CE4002 ENTRANCE 2 RM 3                      14.193 METERS 27325     |
 SY2929|---------------------------------------------------------------------|
 SY2929
 SY2929                          SUPERSEDED SURVEY CONTROL
 SY2929
 SY2929  NAD 83(1986)-  47 19 35.51158(N)    122 34 28.26017(W) AD(       ) 3
 SY2929  NAD 27      -  47 19 36.18700(N)    122 34 23.79800(W) AD(       ) 3
 SY2929  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 SY2929
 SY2929.Superseded values are not recommended for survey control.
 SY2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2929.See file dsdata.txt to determine how the superseded data were derived.
 SY2929
 SY2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3215041539(NAD 83)
 SY2929_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2929_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY2929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY2929+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 SY2929
 SY2929  HISTORY     - Date     Condition        Report By
 SY2929  HISTORY     - 1958     MONUMENTED       CGS
 SY2929  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY2929  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SY2929  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY2929  HISTORY     - 1980     GOOD             NOS
 SY2929  HISTORY     - 19980125 GOOD             USPSQD
 SY2929  HISTORY     - 20050212 GOOD             USPSQD
 SY2929
 SY2929                          STATION DESCRIPTION
 SY2929
 SY2929'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (EHK)
 SY2929'STATION IS ON THE LOW SAND SPIT AT THE N SIDE OF THE ENTRANCE TO GIG
 SY2929'HARBOR, AT ABOUT THE CENTER OF THE SPIT, 57 FT. E OF GIG HARBOR
 SY2929'LIGHT, ON LINE BETWEEN THE LIGHT AND STATION ENTRANCE 1934, WHICH
 SY2929'IS IN THE WAY OF THE PROPOSED HOUSE CONSTRUCTION BY MR. S.H. BROWN
 SY2929'OF WEYERHAEUSER TIMBER CO., TACOMA.
 SY2929'
 SY2929'UNDERGROUND STATION MARK IS A STANDARD DISK, STAMPED ENTRANCE 2 1958
 SY2929'SET IN A MASS OF CONCRETE CAST IN A GALLON PAINT CAN, ABOUT 3 FT.
 SY2929'BELOW THE SURFACE (NOTE 7A).
 SY2929'
 SY2929'SURFACE STATION MARK IS A STANDARD DISK, STAMPED ENTRANCE 2 1958,
 SY2929'SET IN A CONCRETE CYLINDER 11 IN. IN DIAMETER AND PROJECTING 2 IN.
 SY2929'ABOVE THE GROUND (NOTE 1B).
 SY2929'
 SY2929'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED NO 3 1958, SET IN A
 SY2929'CONCRETE CYLINDER 11 IN. IN DIAMETER AND PROJECTING 2 IN. ABOVE THE
 SY2929'GROUND (NOTE 11B).  IT IS 10.3 FT. E OF THE CENTER OF THE GIG
 SY2929'HARBOR LIGHT STRUCTURE, AND IS ON LINE BETWEEN THE LIGHT, STATION
 SY2929'ENTRANCE 2 1958 AND STATION ENTRANCE 1934.
 SY2929'
 SY2929'GLO W.C. (N) IS A STANDARD GENERAL LAND OFFICE 2-1/2-IN. BRASS CAP
 SY2929'ATOP AN IRON PIPE DRIVEN INTO THE GROUND STAMPED 5 6 W C 2 1920 IT
 SY2929'IS ABOUT 6 FT. S OF THE EDGE OF GRASS ON THE N SIDE OF THE SPIT.
 SY2929'
 SY2929'GLO W.C. (S) IS A STANDARD GENERAL LAND OFFICE 2-1/2-IN. BRASS CAP
 SY2929'ATOP AN IRON PIPE DRIVEN INTO THE GROUND, STAMPED 3 W C 5 6 1920
 SY2929'IT IS 6 FT. N OF THE EDGE OF THE GRASS ON THE S SIDE OF THE SPIT.
 SY2929
 SY2929                          STATION RECOVERY (1966)
 SY2929
 SY2929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2929'THE STATION MARK, REFERENCE MARK NO. 3 AND THE TWO GLO MARKS WERE
 SY2929'RECOVERED AS DESCRIBED.  TRIANGULATION STATION ENTRANCE 1934 WAS
 SY2929'ALSO RECOVERED IN GOOD CONDITION.
 SY2929
 SY2929                          STATION RECOVERY (1975)
 SY2929
 SY2929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 SY2929'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1962 EXCEPT,
 SY2929'NOW THE MARK IS ABOUT 1 FOOT SOUTH OF THE TOP OF THE BLUFF.  THE
 SY2929'REFERENCE MARKS WERE NOT SEARCHED FOR.
 SY2929'
 SY2929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN SEATTLE.
 SY2929
 SY2929                          STATION RECOVERY (1976)
 SY2929
 SY2929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 SY2929'THE STATION AND REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION.
 SY2929'THE GLO W.C. MARKS WERE NOT FOUND AFTER A BRIEF SEARCH.  GIG
 SY2929'HARBOR LIGHT, 1935 IS LOST.  THE PRESENT LIGHT IS IN A SLIGHTLY
 SY2929'DIFFERENT POSITION.
 SY2929'
 SY2929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1/2 MILE SE OF GIG
 SY2929'HARBOR.
 SY2929
 SY2929                          STATION RECOVERY (1980)
 SY2929
 SY2929'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY2929'THE STATION AND REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION.
 SY2929'THE STATION WAS NOT OCCUPIED.
 SY2929
 SY2929                          STATION RECOVERY (1998)
 SY2929
 SY2929'RECOVERY NOTE BY US POWER SQUADRON 1998
 SY2929'RECOVERED IN GOOD CONDITION.
 SY2929
 SY2929                          STATION RECOVERY (2005)
 SY2929
 SY2929'RECOVERY NOTE BY US POWER SQUADRON 2005 (MDC)
 SY2929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4708 ***********************************************************************
 SY4708  DESIGNATION -  ENTRANCE 2
 SY4708  PID         -  SY4708
 SY4708  STATE/COUNTY-  WA/KING
 SY4708  USGS QUAD   -  
 SY4708
 SY4708                         *CURRENT SURVEY CONTROL
 SY4708  ___________________________________________________________________
 SY4708* NAD 83(1991)-  47 40 16.94749(N)    122 24 37.41595(W)     ADJUSTED  
 SY4708* NAVD 88     -        28.1    (meters)      92.     (feet)  VERTCON   
 SY4708  ___________________________________________________________________
 SY4708  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 SY4708  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SY4708
 SY4708  HORZ ORDER  -  THIRD
 SY4708
 SY4708.The horizontal coordinates were established by classical geodetic methods
 SY4708.and adjusted by the National Geodetic Survey in December 1991..
 SY4708
 SY4708.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4708
 SY4708.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4708
 SY4708.The geoid height was determined by GEOID03.
 SY4708
 SY4708;                    North         East     Units Scale Factor Converg.
 SY4708;SPC WA N     -    75,858.099   381,577.424   MT  0.99997244   -1 10 27.0
 SY4708;SPC WA N     -   248,877.78  1,251,891.93   sFT  0.99997244   -1 10 27.0
 SY4708;UTM  10      - 5,279,944.258   544,260.529   MT  0.99962407   +0 26 09.2
 SY4708
 SY4708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4708!SPC WA N     -   0.99999930  x   0.99997244  =   0.99997174
 SY4708!UTM  10      -   0.99999930  x   0.99962407  =   0.99962337
 SY4708
 SY4708:                Primary Azimuth Mark                     Grid Az
 SY4708:SPC WA N     -  SEATTLE USCG CAPT PORT HSE LT            001 23 05.3
 SY4708:UTM  10      -  SEATTLE USCG CAPT PORT HSE LT            359 46 29.1
 SY4708
 SY4708|---------------------------------------------------------------------|
 SY4708| PID    Reference Object                     Distance      Geod. Az  |
 SY4708|                                                           dddmmss.s |
 SY4708| SY4707 SEATTLE USCG CAPT PORT HSE LT       APPROX. 0.7 KM 0001238.3 |
 SY4708| SY4703 SEATTLE LEIF ERIKSON STATUE         APPROX. 0.9 KM 0192420.1 |
 SY4708| SY4699 SEATTLE WINDJAMMER RESTRANT FP      APPROX. 1.1 KM 0192854.5 |
 SY4708| SY4721 MILL BRICK STACK MALTESE CROSS      APPROX. 2.5 KM 1144341.5 |
 SY4708| SY4002 SEATTLE TV STATION KING TOWER       APPROX. 6.3 KM 1343344.6 |
 SY4708| CF6596 ENTRANCE 2 RM 1                      16.468 METERS 17604     |
 SY4708| SY4705 CRAMER                              321.762 METERS 17606     |
 SY4708| SY4848 ENTRANCE 3                            6.363 METERS 20412     |
 SY4708| CF6598 ENTRANCE 2 RM 3                                    20847     |
 SY4708| CF6597 ENTRANCE 2 RM 2                       7.000 METERS 26922     |
 SY4708| SY4907 KINGSTON RADAR DOME                 APPROX.16.4 KM 3374342.5 |
 SY4708| SY4783 SHILSHOLE BAY BREAKWATER LIGHT      APPROX. 0.7 KM 3491154.7 |
 SY4708| SY4709 CANAL ENTRANCE LIGHT                APPROX. 0.6 KM 3513206.4 |
 SY4708|---------------------------------------------------------------------|
 SY4708
 SY4708                          SUPERSEDED SURVEY CONTROL
 SY4708
 SY4708  NAD 83(1986)-  47 40 16.94215(N)    122 24 37.42023(W) AD(       ) 3
 SY4708  NAD 27      -  47 40 17.58600(N)    122 24 32.95300(W) AD(       ) 3
 SY4708  NGVD 29 (07/19/86)   27.0    (m)           89.     (f) VERT ANG       
 SY4708
 SY4708.Superseded values are not recommended for survey control.
 SY4708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4708.See file dsdata.txt to determine how the superseded data were derived.
 SY4708
 SY4708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4426179944(NAD 83)
 SY4708_MARKER: DS = TRIANGULATION STATION DISK
 SY4708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY4708
 SY4708  HISTORY     - Date     Condition        Report By
 SY4708  HISTORY     - 1953     MONUMENTED       CGS
 SY4708  HISTORY     - 1962     GOOD             CGS
 SY4708  HISTORY     - 1964     GOOD             CGS
 SY4708  HISTORY     - 1973     GOOD             NGS
 SY4708  HISTORY     - 1977     GOOD             NOS
 SY4708  HISTORY     - 1984     GOOD             USPSQD
 SY4708  HISTORY     - 20040822 MARK NOT FOUND   LOCSUR
 SY4708
 SY4708                          STATION DESCRIPTION
 SY4708
 SY4708'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4708'IN SEATTLE ON THE HIGH BLUFF ON THE WEST SIDE OF THE ENTRANCE TO
 SY4708'THE LAKE WASHINGTON SHIP CANAL, THE STATION IS SITUATED AT THE
 SY4708'EXTREME NORTH END OF 42ND AVENUE W. AT THE NORTH EDGE OF HOOKER
 SY4708'STREET, EXTENDED.  A FURTHER SEARCH WAS CONDUCTED FOR THE LOST
 SY4708'STATION ENTRANCE BUT RESULTS WERE UNSUCCESSFUL.  A NEW HOUSE HAS
 SY4708'BEEN BUILT AT THE NEW SITE AND IT IS BELIEVED THAT THE MARK HAS
 SY4708'BEEN DESTROYED IN THE PROCESS OF EXCAVATION.  THE NEW STATION
 SY4708'IS ABOUT 30 METERS AWAY, AT A LOWER LEVEL.  HOWEVER, THE NEW
 SY4708'SITE IS ALSO SUITABLE FOR POSSIBLE OBSERVATIONS TO THE WESTWARD.
 SY4708'THE MARK IS A STANDARD DISC SET IN THE TOP OF A 10 BY 36 INCH
 SY4708'CYLINDRICAL SHAPED CONCRETE MONUMENT AND STAMPED ENTRANCE 2
 SY4708'1953
 SY4708'
 SY4708'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISC SET IN THE TOP
 SY4708'OF A SIMILAR CONCRETE MONUMENT, ON THE EAST OF 42ND AVE W, OPPOSITE
 SY4708'THE PAVED DRIVEWAY AT HOUSE NO 5659 AND ON LINE WITH THE N EDGE
 SY4708'OF THE SAME.
 SY4708'
 SY4708'REFERENCE MARK NO 2 IS A MARK SIMILARLY SET ON THE WEST SIDE OF
 SY4708'THE STREET, ABOUT ON LINE WITH THE N EDGE OF HOOKER STREET AND
 SY4708'ABOUT ONE FOOT EAST OF THE FOOT OF THE ROCKERY AT HOUSE NO 5659
 SY4708'42ND AVE W.
 SY4708
 SY4708                          STATION RECOVERY (1962)
 SY4708
 SY4708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY4708'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED.  AT
 SY4708'PRESENT, ALL MARKS ARE ABOUT 1 FOOT UNDERGROUND AND THE STATION
 SY4708'MARK AND REFERENCE MARK NO. 2 ARE ALMOST ON LINE WITH THE CENTER
 SY4708'OF HOOKER STREET INSTEAD OF THE NORTH EDGE.  ADDITIONAL
 SY4708'INFORMATION ON THE MARKS FOLLOWS--
 SY4708'
 SY4708'THE STATION MARK IS APPROXIMATELY ON LINE WITH THE CENTER OF
 SY4708'HOOKER STREET, 31 FEET NORTH OF THE CENTER OF A SEWER COVER, 23.6
 SY4708'FEET EAST OF A METAL WITNESS POST, 8.7 FEET NORTHWEST OF THE EAST
 SY4708'END OF A CYCLONE FENCE ACROSS THE END OF 42ND AVE. W., AND 5.8
 SY4708'FEET NORTH OF THE FENCE.  IT IS 8 FEET SOUTH OF THE EDGE OF THE
 SY4708'BLUFF AND IN THE NORTHEAST EDGE OF A 2-FOOT MOUND OF DIRT.  THE
 SY4708'MARK IS ABOUT 1 FOOT BELOW THE LEVEL OF THE GROUND.
 SY4708'
 SY4708'REFERENCE MARK NO. 1 IS IN THE STREET, 1.1 FEET BELOW GROUND.  IT
 SY4708'IS 48 FEET SOUTH OF THE EAST END OF THE CYCLONE FENCE, 26.2 FEET
 SY4708'EAST OF THE NORTHEAST CORNER OF THE BOTTOM STEP AT THE SOUTHEAST
 SY4708'END OF THE SIDEWALK TO HOUSE NO. 5659 42ND AVE. W. AND ON LINE
 SY4708'WITH THE NORTH END OF THE DRIVEWAY.
 SY4708'
 SY4708'REFERENCE MARK NO. 2, IS 50.3 FEET NORTH OF THE NORTHEAST CORNER
 SY4708'OF THE BOTTOM STEP, 8 FEET NORTH OF THE NORTHWEST CORNER OF A
 SY4708'CEMENT FORM AROUND A STORM SEWER DRAIN, 6 FEET NORTH OF THE WEST
 SY4708'END OF THE CYCLONE FENCE, 1 FOOT EAST OF THE BOTTOM OF THE ROCKS
 SY4708'ALONG THE EAST EDGE OF THE YARD AND 6 INCHES EAST OF A METAL
 SY4708'WITNESS POST.
 SY4708
 SY4708                          STATION RECOVERY (1964)
 SY4708
 SY4708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY4708'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED AS
 SY4708'DESCRIBED, BUT DUE TO THE FACT THAT REFERENCE MARK NO. 1, STAMPED
 SY4708'ENTRANCE 2, NO. 1 1953, LIES IN THE STREET BELOW THE HARD PACKED
 SY4708'SURFACE, A NEW REFERENCE MARK, STAMPED ENTRANCE 2, NO. 3 1964, WAS
 SY4708'ESTABLISHED.  THIS MARK IS CEMENTED IN A HOLE DRILLED IN A ROCK
 SY4708'WHICH IS APPROXIMATELY 3 FEET SQUARE.  THE ROCK IS IN THE FRONT
 SY4708'ROCKERY OF HOUSE NO. 5659 42ND AVE. W.  THE MARK IS 33.3 FEET
 SY4708'FROM THE WEST END OF THE CYCLONE FENCE AND 19.6 FEET SOUTHWEST OF
 SY4708'A MANHOLE COVER IN THE CENTER OF 42ND AVE. W.
 SY4708'
 SY4708'THE TRIANGULATION STATION MARK, STAMPED ENTRANCE 2, 1953 AND THE
 SY4708'OTHER REFERENCE MARK, STAMPED ENTRANCE 2, NO. 2, 1953, WERE
 SY4708'RECOVERED AS DESCRIBED.
 SY4708
 SY4708                          STATION RECOVERY (1973)
 SY4708
 SY4708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SY4708'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION
 SY4708'AS DESCRIBED.  REFERENCE MARK 1 WAS NOT RECOVERED.  IT IS PROBABLY
 SY4708'STILL IN PLACE, BURIED UNDER THE PAVING OF THE AVENUE.  THE
 SY4708'STATION IS NOW ONLY ABOUT 4 FEET SOUTH OF THE TOP EDGE OF THE
 SY4708'BLUFF, THEREFORE STATION ENTRANCE 3 WAS ESTABLISHED.
 SY4708'
 SY4708'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ENTRANCE 2 NO 2 1953
 SY4708'SET IN THE TOP OF A CONCRETE MONUMENT, 8 INCHES BELOW THE SURFACE
 SY4708'OF THE GROUND.
 SY4708'
 SY4708'ENTRANCE 3 IS A STANDARD DISK STAMPED ENTRANCE 3 1973 SET IN THE
 SY4708'TOP OF A 10-INCH IN DIAMETER, CONCRETE MONUMENT, FLUSH WITH THE
 SY4708'SURFACE OF THE GROUND.  13.3 FEET SOUTH OF A WOVEN WIRE FENCE, 12.5
 SY4708'FEET NORTH-NORTHWEST OF THE CENTER OF A MANHOLE COVER IN 42ND
 SY4708'AVENUE, 2 FEET WEST OF THE CENTERLINE OF THE AVENUE AND 1.4 FEET
 SY4708'NORTH OF THE METAL GUARD RAIL AT THE END OF THE AVENUE.
 SY4708'
 SY4708'HEIGHT OF LIGHT ABOVE STATION MARK 6 FEET.
 SY4708'
 SY4708'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4708'AT SEATTLE.
 SY4708
 SY4708                          STATION RECOVERY (1977)
 SY4708
 SY4708'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY4708'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY4708'DUE TO ITS NEARNESS TO THE EDGE OF THE BLUFF AN INSTRUMENT
 SY4708'SETUP WOULD BE DIFFICULT.  SEE ENTRANCE 3 1973 FOR A
 SY4708'STATION IN THE SAME GENERAL LOCATION.
 SY4708
 SY4708                          STATION RECOVERY (1984)
 SY4708
 SY4708'RECOVERY NOTE BY US POWER SQUADRON 1984 (DEY)
 SY4708'STATION FOUND GOOD.
 SY4708'
 SY4708'ENTRANCE 2 AND REFERENCE MARK 2 WERE LOCATED.
 SY4708'REFERENCE MARK 1 WAS NOT RECOVERED.
 SY4708
 SY4708                          STATION RECOVERY (2004)
 SY4708
 SY4708'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RDH)
 SY4708'THIS STATION WAS FORMERLY LOCATED 5.8 FEET NORTH OF A CYCLONE FENCE,
 SY4708'WHICH IS
 SY4708'14.7 FEET NORTH OF A GUARDRAIL ERECTED ACROSS THE NORTH END OF 42ND
 SY4708'AVE W.
 SY4708'CLIFF EROSION HAS ENCROACHED SOUTH TO THE CYCLONE FENCE. THE STATION
 SY4708'IS LOST
 SY4708'AND NOW AT THE BOTTOM OF A 100 FT VERTICAL CLIFF. RM 1 WOULD STILL BE
 SY4708'UNDER
 SY4708'THE PAVED AVENUE. RM 2 WAS FORMERLY 8 FT NORTH OF A STORM DRAIN CATCH
 SY4708'BASIN,
 SY4708'WHICH WAS NORTH OF THE CYCLONE FENCE. THIS STATION AND THE CATCH BASIN
 SY4708'ARE
 SY4708'NOW NORTH OF THE CLIFF EDGE AND LOST.  RM 3 1964 IS STILL EXTANT AND
 SY4708'RECOVERED
 SY4708'IN GOOD CONDITION. IT IS PARTIALLY OBSCURED BY AN ADDITIONAL COURSE OF
 SY4708'SMALLER
 SY4708'ROCKS ADDED TO THE ROCKERY ALONG THE EAST SIDE OF 5659 42ND AVE W.
 SY4708'FROM RM
 SY4708'3, STATION ENTRANCE 3 IS BEARING 26 DEGREES TRUE AND 25 FEET AWAY.
 SY4708' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4848 ***********************************************************************
 SY4848  DESIGNATION -  ENTRANCE 3
 SY4848  PID         -  SY4848
 SY4848  STATE/COUNTY-  WA/KING
 SY4848  USGS QUAD   -  
 SY4848
 SY4848                         *CURRENT SURVEY CONTROL
 SY4848  ___________________________________________________________________
 SY4848* NAD 83(1991)-  47 40 16.75958(N)    122 24 37.54099(W)     ADJUSTED  
 SY4848* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 SY4848  ___________________________________________________________________
 SY4848  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 SY4848  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SY4848
 SY4848  HORZ ORDER  -  THIRD
 SY4848
 SY4848.The horizontal coordinates were established by classical geodetic methods
 SY4848.and adjusted by the National Geodetic Survey in December 1991..
 SY4848
 SY4848.The orthometric height was scaled from a topographic map.
 SY4848
 SY4848.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4848
 SY4848.The geoid height was determined by GEOID03.
 SY4848
 SY4848;                    North         East     Units Scale Factor Converg.
 SY4848;SPC WA N     -    75,852.351   381,574.698   MT  0.99997245   -1 10 27.0
 SY4848;SPC WA N     -   248,858.92  1,251,882.99   sFT  0.99997245   -1 10 27.0
 SY4848;UTM  10      - 5,279,938.437   544,257.965   MT  0.99962407   +0 26 09.1
 SY4848
 SY4848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4848!SPC WA N     -   0.99999993  x   0.99997245  =   0.99997238
 SY4848!UTM  10      -   0.99999993  x   0.99962407  =   0.99962400
 SY4848
 SY4848|---------------------------------------------------------------------|
 SY4848| PID    Reference Object                     Distance      Geod. Az  |
 SY4848|                                                           dddmmss.s |
 SY4848| SY4708 ENTRANCE 2                            6.363 METERS 02412     |
 SY4848| SY0304 HOOK                                APPROX. 0.7 KM 1161801.6 |
 SY4848| SY4705 CRAMER                              316.164 METERS 17533     |
 SY4848| CF6597 ENTRANCE 2 RM 2                       7.220 METERS 32229     |
 SY4848|---------------------------------------------------------------------|
 SY4848
 SY4848                          SUPERSEDED SURVEY CONTROL
 SY4848
 SY4848  NAD 83(1986)-  47 40 16.75424(N)    122 24 37.54526(W) AD(       ) 3
 SY4848  NAD 27      -  47 40 17.39800(N)    122 24 33.07813(W) AD(       ) 3
 SY4848
 SY4848.Superseded values are not recommended for survey control.
 SY4848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4848.See file dsdata.txt to determine how the superseded data were derived.
 SY4848
 SY4848_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4425879938(NAD 83)
 SY4848_MARKER: DS = TRIANGULATION STATION DISK
 SY4848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY4848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4848+STABILITY: SURFACE MOTION
 SY4848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4848+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 SY4848
 SY4848  HISTORY     - Date     Condition        Report By
 SY4848  HISTORY     - 1973     MONUMENTED       NOSPMC
 SY4848  HISTORY     - 1977     GOOD             NOS
 SY4848  HISTORY     - 20040915 GOOD             LOCSUR
 SY4848
 SY4848                          STATION DESCRIPTION
 SY4848
 SY4848'DESCRIBED BY PACIFIC MARINE CENTER 1973 (RBM)
 SY4848'LOCATED IN THE CITY OF SEATTLE, ABOUT 1/4 MILE NORTH OF FORT LAWTON,
 SY4848'AT THE SOUTH SIDE OF THE SHIP ENTRANCE TO SALMON BAY, ON TOP OF THE
 SY4848'BLUFF, AT THE NORTH END OF 42ND AVENUE WEST AND ABOUT 90 FEET ABOVE
 SY4848'SEA LEVEL.
 SY4848'
 SY4848'THE STATION IS A STANDARD DISK STAMPED ENTRANCE 3 1973 SET IN THE TOP
 SY4848'OF A 10-INCH IN DIAMETER CONCRETE MONUMENT, FLUSH WITH THE SURFACE
 SY4848'OF THE GROUND, ABOUT 24 FEET SOUTH OF THE TOP EDGE OF THE BLUFF,
 SY4848'13.3 FEET SOUTH OF A WOVEN WIRE FENCE, 12.5 FEET NORTH-NORTHWEST
 SY4848'OF THE CENTER OF A METAL, MANHOLE COVER IN THE AVENUE, 2 FEET
 SY4848'WEST OF THE CENTERLINE OF THE AVENUE AND 1.4 FEET NORTH OF THE
 SY4848'METAL GUARD RAIL (BARRIER) AT THE NORTH END OF THE AVENUE.
 SY4848'
 SY4848'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED ENTRANCE 3
 SY4848'1973 SET IN AN IRREGULAR MASS OF CONCRETE, ABOUT 30 INCHES BELOW THE
 SY4848'SURFACE OF THE GROUND.
 SY4848'
 SY4848'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ENTRANCE 2 NO 2 1953 SET
 SY4848'IN A CONCRETE MONUMENT 8 INCHES BELOW THE SURFACE OF THE GROUND.
 SY4848'THE ARROW ON THE DISK POINTS TO STATION ENTRANCE 2, 1953.
 SY4848'
 SY4848'STATION ENTRANCE 2 IS A STANDARD DISK STAMPED ENTRANCE 2 1953 SET IN
 SY4848'A CONCRETE MONUMENT, ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND
 SY4848'AND ABOUT 4 FEET SOUTH OF THE TOP EDGE OF THE BLUFF.
 SY4848
 SY4848                          STATION RECOVERY (1977)
 SY4848
 SY4848'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY4848'THE STATION WAS RECOVERED IN GOOD CONDITION.
 SY4848
 SY4848                          STATION RECOVERY (2004)
 SY4848
 SY4848'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RDH)
 SY4848'THIS STATION IS NOW COVERED UNDER 0.7 FT OF SOIL AND BLACKBERRY
 SY4848'BUSHES. SEVERE
 SY4848'BLUFF EROSION HAS CREPT TO WITHIN 12 FEET NORTH OF THE STATION.  THE
 SY4848'WOVEN
 SY4848'WIRE FENCE NORTH OF THE STATION IS AT AND PARTLY OVER THE CLIFF EDGE.
 SY4848'ALL
 SY4848'STATIONS AND REFERENCES SET NORTH OF THAT FENCE ARE NOW LOST. ENTRANCE
 SY4848'2 RM
 SY4848'3 1964 IS STILL EXTANT AND RECOVERED IN GOOD CONDITION. IT IS
 SY4848'PARTIALLY
 SY4848'OBSCURED BY AN ADDITIONAL COURSE OF SMALLER ROCKS ADDED TO THE ROCKERY
 SY4848' 
 SY4848'ALONG THE EAST SIDE OF AND NORTH OF THE STEPS LEADING TO 5659 42ND AVE
 SY4848'W. TO
 SY4848'USE AS REFERENCE MARK FOR ENTRANCE 3, STATION ENTRANCE 3 IS BEARING 26
 SY4848'DEGREES
 SY4848'TRUE AND 25 FEET AWAY.  THE STATION IS SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4698 ***********************************************************************
 SY4698  DESIGNATION -  ENTRANCE EAST 1953
 SY4698  PID         -  SY4698
 SY4698  STATE/COUNTY-  WA/KING
 SY4698  USGS QUAD   -  
 SY4698
 SY4698                         *CURRENT SURVEY CONTROL
 SY4698  ___________________________________________________________________
 SY4698* NAD 83(1991)-  47 40 21.16910(N)    122 24 18.23601(W)     ADJUSTED  
 SY4698* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 SY4698  ___________________________________________________________________
 SY4698  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 SY4698  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4698
 SY4698  HORZ ORDER  -  THIRD
 SY4698
 SY4698.The horizontal coordinates were established by classical geodetic methods
 SY4698.and adjusted by the National Geodetic Survey in December 1991..
 SY4698
 SY4698.The orthometric height was scaled from a topographic map.
 SY4698
 SY4698.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4698
 SY4698.The geoid height was determined by GEOID03.
 SY4698
 SY4698;                    North         East     Units Scale Factor Converg.
 SY4698;SPC WA N     -    75,980.266   381,980.097   MT  0.99997229   -1 10 12.7
 SY4698;SPC WA N     -   249,278.59  1,253,213.03   sFT  0.99997229   -1 10 12.7
 SY4698;UTM  10      - 5,280,077.644   544,659.470   MT  0.99962451   +0 26 23.5
 SY4698
 SY4698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4698!SPC WA N     -   0.99999993  x   0.99997229  =   0.99997222
 SY4698!UTM  10      -   0.99999993  x   0.99962451  =   0.99962444
 SY4698
 SY4698:                Primary Azimuth Mark                     Grid Az
 SY4698:SPC WA N     -  HOOK                                     154 18 47.4
 SY4698:UTM  10      -  HOOK                                     152 42 11.2
 SY4698
 SY4698|---------------------------------------------------------------------|
 SY4698| PID    Reference Object                     Distance      Geod. Az  |
 SY4698|                                                           dddmmss.s |
 SY4698| SY0304 HOOK                                APPROX. 0.5 KM 1530834.7 |
 SY4698| SY4802 SHILSHOLE BAY INNER LIGHT           296.554 METERS 24545     |
 SY4698| SY4708 ENTRANCE 2                          420.808 METERS 2515709.2 |
 SY4698| SY4709 CANAL ENTRANCE LIGHT                APPROX. 0.7 KM 3151827.4 |
 SY4698| SY4790 TREGONING                           APPROX. 0.5 KM 3563004.6 |
 SY4698|---------------------------------------------------------------------|
 SY4698
 SY4698                          SUPERSEDED SURVEY CONTROL
 SY4698
 SY4698  NAD 83(1986)-  47 40 21.16368(N)    122 24 18.24020(W) AD(       ) 3
 SY4698  NAD 27      -  47 40 21.80700(N)    122 24 13.77700(W) AD(       ) 3
 SY4698
 SY4698.Superseded values are not recommended for survey control.
 SY4698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4698.See file dsdata.txt to determine how the superseded data were derived.
 SY4698
 SY4698_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4465980078(NAD 83)
 SY4698_MARKER: Z = SEE DESCRIPTION
 SY4698_SETTING: 0 = UNSPECIFIED SETTING
 SY4698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4698
 SY4698  HISTORY     - Date     Condition        Report By
 SY4698  HISTORY     - 1953     MONUMENTED       CGS
 SY4698  HISTORY     - 20010421 MARK NOT FOUND   USPSQD
 SY4698
 SY4698                          STATION DESCRIPTION
 SY4698
 SY4698'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4698'IN SEATTLE ON THE EAST SIDE OF THE ENTRANCE TO THE LAKE WASHINGTON
 SY4698'SHIP CANAL, THIS STATION IS SITUATED ON THE NORTHERN PACIFIC
 SY4698'RAILROAD RIGHT-OF-WAY NEAR THE INTERSECTION OF 38TH AVE. NW AND W
 SY4698'61ST ST. ABOUT 100 FEET SOUTH OF THE CENTERLINE OF W. 61ST ST. AND
 SY4698'ABOUT 11 FEET WEST OF THE WEST RAIL ON THIS DOUBLE-TRACK
 SY4698'RAILROAD.  THE MARK IS A STANDARD DISC, SET IN THE TOP OF A 10
 SY4698'BY 36 INCH CYLINDRICAL CONCRETE MONUMENT, AND STAMPED ENTRANCE
 SY4698'EAST 1953.
 SY4698'
 SY4698'NO REFERENCE MARKS WERE SET AT THIS STATION.
 SY4698'
 SY4698'A BRIDGE ON THE RR AT 61ST STREET ALLOWS THE RR TO PASS OVERHEAD.
 SY4698
 SY4698                          STATION RECOVERY (2001)
 SY4698
 SY4698'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2270 ***********************************************************************
 SY2270  DESIGNATION -  ENUMCLAW
 SY2270  PID         -  SY2270
 SY2270  STATE/COUNTY-  WA/KING
 SY2270  USGS QUAD   -  BUCKLEY (1993)
 SY2270
 SY2270                         *CURRENT SURVEY CONTROL
 SY2270  ___________________________________________________________________
 SY2270* NAD 83(1991)-  47 12 17.31371(N)    122 00 26.08038(W)     ADJUSTED  
 SY2270* NAVD 88     -       231.     (meters)     758.     (feet)  SCALED    
 SY2270  ___________________________________________________________________
 SY2270  LAPLACE CORR-          11.41  (seconds)                    DEFLEC99
 SY2270  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 SY2270
 SY2270  HORZ ORDER  -  SECOND
 SY2270
 SY2270.The horizontal coordinates were established by classical geodetic methods
 SY2270.and adjusted by the National Geodetic Survey in December 1991..
 SY2270
 SY2270.The orthometric height was scaled from a topographic map.
 SY2270
 SY2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2270
 SY2270.The geoid height was determined by GEOID03.
 SY2270
 SY2270;                    North         East     Units Scale Factor Converg.
 SY2270;SPC WA N     -    23,449.874   411,056.153   MT  1.00006812   -0 52 26.4
 SY2270;SPC WA N     -    76,935.13  1,348,606.73   sFT  1.00006812   -0 52 26.4
 SY2270;SPC WA S     -   209,112.420   385,813.821   MT  0.99997313   -1 05 41.5
 SY2270;SPC WA S     -   686,063.00  1,265,790.84   sFT  0.99997313   -1 05 41.5
 SY2270;UTM  10      - 5,228,402.227   575,185.623   MT  0.99966947   +0 43 42.6
 SY2270
 SY2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2270!SPC WA N     -   0.99996724  x   1.00006812  =   1.00003535
 SY2270!SPC WA S     -   0.99996724  x   0.99997313  =   0.99994037
 SY2270!UTM  10      -   0.99996724  x   0.99966947  =   0.99963672
 SY2270
 SY2270:                Primary Azimuth Mark                     Grid Az
 SY2270:SPC WA N     -  ENUMCLAW HIGH SCHOOL CHIMNEY             068 56 18.6
 SY2270:SPC WA S     -  ENUMCLAW HIGH SCHOOL CHIMNEY             069 09 33.7
 SY2270:UTM  10      -  ENUMCLAW HIGH SCHOOL CHIMNEY             067 20 09.6
 SY2270
 SY2270|---------------------------------------------------------------------|
 SY2270| PID    Reference Object                     Distance      Geod. Az  |
 SY2270|                                                           dddmmss.s |
 SY2270| SX1283 ENUMCLAW HIGH SCHOOL CHIMNEY        APPROX. 1.4 KM 0680352.2 |
 SY2270| SX1286 ENUMCLAW GRAMMAR SCH PIPE CHIM      APPROX. 1.0 KM 0784646.0 |
 SY2270| SX1282 ENUMCLAW SACRED HEART CATHOLIC CH C APPROX. 1.2 KM 0921532.5 |
 SY2270| CE4003 ENUMCLAW RM                                        29547     |
 SY2270|---------------------------------------------------------------------|
 SY2270
 SY2270                          SUPERSEDED SURVEY CONTROL
 SY2270
 SY2270  NAD 83(1986)-  47 12 17.30438(N)    122 00 26.09416(W) AD(       ) 2
 SY2270  NAD 27      -  47 12 17.93900(N)    122 00 21.69300(W) AD(       ) 2
 SY2270
 SY2270.Superseded values are not recommended for survey control.
 SY2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2270.See file dsdata.txt to determine how the superseded data were derived.
 SY2270
 SY2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7518628402(NAD 83)
 SY2270_MARKER: Z = SEE DESCRIPTION
 SY2270_SETTING: 0 = UNSPECIFIED SETTING
 SY2270
 SY2270  HISTORY     - Date     Condition        Report By
 SY2270  HISTORY     - 1937     MONUMENTED       WAGS
 SY2270  HISTORY     - 1971     SEE DESCRIPTION  WA-033
 SY2270
 SY2270                          STATION DESCRIPTION
 SY2270
 SY2270'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY2270'STATION IS LOCATED ABOUT 6 MILES AIR LINE W OF ENUMCLAW ON THE S
 SY2270'SIDE OF THE ENUMCLAW-AUBURN HIGHWAY, ABOUT 210 PACES S OF THE ROAD
 SY2270'AND SSE OF A GREY-STUCCO HOUSE WITH A FANCY WHITE WOODEN
 SY2270'FENCE.  THERE IS A VACANT LOT E OF THE HOUSE.  FOLLOW E LINE FENCE
 SY2270'S TO ANOTHER FENCE, CROSS FENCE INTO WHEAT FIELD AND TO A
 SY2270'GATE.  STATION IS 72.015 FEET SSE FROM THE N END OF THE GATE,
 SY2270'AND 64.01 FEET SSE FROM THE S END OF THE GATE AND 56.06 FEET
 SY2270'DIRECTLY E FROM FENCE S OF GATE.
 SY2270'
 SY2270'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS SET
 SY2270'IN PRECAST CONCRETE POST.
 SY2270'
 SY2270'STATION MARK IS 12 INCHES BELOW GROUND SURFACE.
 SY2270'
 SY2270'REFERENCE MARK IS FLUSH WITH GROUND.
 SY2270'
 SY2270'TO REACH--FROM ENUMCLAW RUN TOWARDS AUBURN ON PAVED HIGHWAY, PASS
 SY2270'THE BRICK GRAMMER SCHOOL AND RUN W 0.6 MILE TO GREY-STUCCO HOUSE
 SY2270'WITH FANCY WHITE FENCE, GO THROUGH YARD OF ADJOINING HOUSE ON W,
 SY2270'GO ABOUT 400 FEET TO GATE, PASS THROUGH GATE AND GO ABOUT 200 FEET
 SY2270'AND TURN LEFT INTO LANE, GO ABOUT 400 FEET TO GATE AND LEAVE CAR.
 SY2270
 SY2270                          STATION RECOVERY (1971)
 SY2270
 SY2270'RECOVERY NOTE BY KING COUNTY WASHINGTON 1971 (CWC)
 SY2270'STATION MARK NOT RECOVERED - PROBABLY DESTROYED.
 SY2270'
 SY2270'REFERENCE MARK RECOVERED IN APPARENT GOOD CONDITION.
 SY2270'
 SY2270'THE LOCATION OF THE STATION WAS DETERMINED BY A SURVEY FROM
 SY2270'PINNACLE 2.  THE REFERENCE MARK WAS FOUND VERY CLOSE TO THE
 SY2270'DESCRIPTION DISTANCE FROM THIS POINT.  A THOROUGH SEARCH OVER A
 SY2270'LARGE AREA TO A DEPTH OF 18 TO 24 INCHES REVEALED NO EVIDENCE OF
 SY2270'THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1286 ***********************************************************************
 SX1286  DESIGNATION -  ENUMCLAW GRAMMAR SCH PIPE CHIM
 SX1286  PID         -  SX1286
 SX1286  STATE/COUNTY-  WA/KING
 SX1286  USGS QUAD   -  ENUMCLAW (1993)
 SX1286
 SX1286                         *CURRENT SURVEY CONTROL
 SX1286  ___________________________________________________________________
 SX1286* NAD 83(1991)-  47 12 23.56840(N)    121 59 39.79493(W)     ADJUSTED  
 SX1286* NAVD 88     -                                                        
 SX1286  ___________________________________________________________________
 SX1286  LAPLACE CORR-          12.31  (seconds)                    DEFLEC99
 SX1286  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 SX1286
 SX1286  HORZ ORDER  -  THIRD
 SX1286
 SX1286.The horizontal coordinates were established by classical geodetic methods
 SX1286.and adjusted by the National Geodetic Survey in December 1991..
 SX1286
 SX1286
 SX1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1286
 SX1286.The geoid height was determined by GEOID03.
 SX1286
 SX1286;                    North         East     Units Scale Factor Converg.
 SX1286;SPC WA N     -    23,628.244   412,033.136   MT  1.00006764   -0 51 51.9
 SX1286;SPC WA N     -    77,520.33  1,351,812.05   sFT  1.00006764   -0 51 51.9
 SX1286;SPC WA S     -   209,287.004   386,791.392   MT  0.99997346   -1 05 07.9
 SX1286;SPC WA S     -   686,635.78  1,268,998.09   sFT  0.99997346   -1 05 07.9
 SX1286;UTM  10      - 5,228,607.766   576,156.850   MT  0.99967128   +0 44 16.7
 SX1286
 SX1286                          SUPERSEDED SURVEY CONTROL
 SX1286
 SX1286  NAD 83(1986)-  47 12 23.55925(N)    121 59 39.81024(W) AD(       ) 4
 SX1286  NAD 27      -  47 12 24.19300(N)    121 59 35.40600(W) AD(       ) 3
 SX1286
 SX1286.Superseded values are not recommended for survey control.
 SX1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1286.See file dsdata.txt to determine how the superseded data were derived.
 SX1286
 SX1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7615728608(NAD 83)
 SX1286
 SX1286  HISTORY     - Date     Condition        Report By
 SX1286  HISTORY     - 1936     MONUMENTED       CGS
 SX1286
 SX1286                          STATION DESCRIPTION
 SX1286
 SX1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SX1286'CHIMNEY ON GRADE SCHOOL LOCATED AT THE CORNER OF FELL STREET AND
 SX1286'MARSHALL AVENUE.  ENUMCLAW, WASHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1283 ***********************************************************************
 SX1283  DESIGNATION -  ENUMCLAW HIGH SCHOOL CHIMNEY
 SX1283  PID         -  SX1283
 SX1283  STATE/COUNTY-  WA/KING
 SX1283  USGS QUAD   -  ENUMCLAW (1993)
 SX1283
 SX1283                         *CURRENT SURVEY CONTROL
 SX1283  ___________________________________________________________________
 SX1283* NAD 83(1991)-  47 12 34.16855(N)    121 59 24.64490(W)     ADJUSTED  
 SX1283* NAVD 88     -                                                        
 SX1283  ___________________________________________________________________
 SX1283  LAPLACE CORR-          12.68  (seconds)                    DEFLEC99
 SX1283  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 SX1283
 SX1283  HORZ ORDER  -  THIRD
 SX1283
 SX1283.The horizontal coordinates were established by classical geodetic methods
 SX1283.and adjusted by the National Geodetic Survey in December 1991..
 SX1283
 SX1283
 SX1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1283
 SX1283.The geoid height was determined by GEOID03.
 SX1283
 SX1283;                    North         East     Units Scale Factor Converg.
 SX1283;SPC WA N     -    23,950.780   412,356.877   MT  1.00006684   -0 51 40.7
 SX1283;SPC WA N     -    78,578.52  1,352,874.19   sFT  1.00006684   -0 51 40.7
 SX1283;SPC WA S     -   209,608.258   387,116.345   MT  0.99997402   -1 04 56.9
 SX1283;SPC WA S     -   687,689.76  1,270,064.21   sFT  0.99997402   -1 04 56.9
 SX1283;UTM  10      - 5,228,939.097   576,471.320   MT  0.99967187   +0 44 27.9
 SX1283
 SX1283                          SUPERSEDED SURVEY CONTROL
 SX1283
 SX1283  NAD 83(1986)-  47 12 34.15927(N)    121 59 24.66015(W) AD(       ) 4
 SX1283  NAD 27      -  47 12 34.79600(N)    121 59 20.25600(W) AD(       ) 3
 SX1283
 SX1283.Superseded values are not recommended for survey control.
 SX1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1283.See file dsdata.txt to determine how the superseded data were derived.
 SX1283
 SX1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7647128939(NAD 83)
 SX1283
 SX1283  HISTORY     - Date     Condition        Report By
 SX1283  HISTORY     - 1936     MONUMENTED       CGS
 SX1283  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SX1283
 SX1283                          STATION DESCRIPTION
 SX1283
 SX1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SX1283'CHIMNEY ON HIGH SCHOOL LOCATED AT THE CORNER OF NORTH PORTER AND
 SX1283'HILLCREST AVENUE, ENUMCLAW, WASHINGTON.
 SX1283
 SX1283                          STATION RECOVERY (1988)
 SX1283
 SX1283'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1280 ***********************************************************************
 SX1280  DESIGNATION -  ENUMCLAW N FLAGPOLE
 SX1280  PID         -  SX1280
 SX1280  STATE/COUNTY-  WA/KING
 SX1280  USGS QUAD   -  ENUMCLAW (1993)
 SX1280
 SX1280                         *CURRENT SURVEY CONTROL
 SX1280  ___________________________________________________________________
 SX1280* NAD 83(1991)-  47 12 33.82683(N)    121 59 23.39896(W)     ADJUSTED  
 SX1280* NAVD 88     -                                                        
 SX1280  ___________________________________________________________________
 SX1280  LAPLACE CORR-          12.70  (seconds)                    DEFLEC99
 SX1280  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 SX1280
 SX1280  HORZ ORDER  -  THIRD
 SX1280
 SX1280.The horizontal coordinates were established by classical geodetic methods
 SX1280.and adjusted by the National Geodetic Survey in December 1991..
 SX1280
 SX1280
 SX1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1280
 SX1280.The geoid height was determined by GEOID03.
 SX1280
 SX1280;                    North         East     Units Scale Factor Converg.
 SX1280;SPC WA N     -    23,939.833   412,382.936   MT  1.00006686   -0 51 39.7
 SX1280;SPC WA N     -    78,542.60  1,352,959.68   sFT  1.00006686   -0 51 39.7
 SX1280;SPC WA S     -   209,597.212   387,142.360   MT  0.99997400   -1 04 56.0
 SX1280;SPC WA S     -   687,653.52  1,270,149.56   sFT  0.99997400   -1 04 56.0
 SX1280;UTM  10      - 5,228,928.888   576,497.665   MT  0.99967192   +0 44 28.8
 SX1280
 SX1280                          SUPERSEDED SURVEY CONTROL
 SX1280
 SX1280  NAD 83(1986)-  47 12 33.81784(N)    121 59 23.41640(W) AD(       ) 4
 SX1280  NAD 27      -  47 12 34.45000(N)    121 59 19.00000(W) AD(       ) 3
 SX1280
 SX1280.Superseded values are not recommended for survey control.
 SX1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1280.See file dsdata.txt to determine how the superseded data were derived.
 SX1280
 SX1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7649828929(NAD 83)
 SX1280
 SX1280  HISTORY     - Date     Condition        Report By
 SX1280  HISTORY     - 1936     MONUMENTED       CGS
 SX1280  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SX1280
 SX1280                          STATION DESCRIPTION
 SX1280
 SX1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SX1280'FLAGPOLE ON ENUMCLAW HIGH SCHOOL.
 SX1280
 SX1280                          STATION RECOVERY (1988)
 SX1280
 SX1280'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1285 ***********************************************************************
 SX1285  DESIGNATION -  ENUMCLAW S FLAGPOLE
 SX1285  PID         -  SX1285
 SX1285  STATE/COUNTY-  WA/KING
 SX1285  USGS QUAD   -  ENUMCLAW (1993)
 SX1285
 SX1285                         *CURRENT SURVEY CONTROL
 SX1285  ___________________________________________________________________
 SX1285* NAD 83(1991)-  47 12 29.24591(N)    121 59 21.97204(W)     ADJUSTED  
 SX1285* NAVD 88     -                                                        
 SX1285  ___________________________________________________________________
 SX1285  LAPLACE CORR-          12.60  (seconds)                    DEFLEC99
 SX1285  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 SX1285
 SX1285  HORZ ORDER  -  THIRD
 SX1285
 SX1285.The horizontal coordinates were established by classical geodetic methods
 SX1285.and adjusted by the National Geodetic Survey in December 1991..
 SX1285
 SX1285
 SX1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1285
 SX1285.The geoid height was determined by GEOID03.
 SX1285
 SX1285;                    North         East     Units Scale Factor Converg.
 SX1285;SPC WA N     -    23,797.921   412,410.838   MT  1.00006721   -0 51 38.7
 SX1285;SPC WA N     -    78,077.01  1,353,051.22   sFT  1.00006721   -0 51 38.7
 SX1285;SPC WA S     -   209,455.206   387,169.711   MT  0.99997376   -1 04 54.9
 SX1285;SPC WA S     -   687,187.62  1,270,239.29   sFT  0.99997376   -1 04 54.9
 SX1285;UTM  10      - 5,228,787.867   576,529.511   MT  0.99967198   +0 44 29.8
 SX1285
 SX1285                          SUPERSEDED SURVEY CONTROL
 SX1285
 SX1285  NAD 83(1986)-  47 12 29.23800(N)    121 59 21.98692(W) AD(       ) 4
 SX1285  NAD 27      -  47 12 29.87000(N)    121 59 17.58000(W) AD(       ) 3
 SX1285
 SX1285.Superseded values are not recommended for survey control.
 SX1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1285.See file dsdata.txt to determine how the superseded data were derived.
 SX1285
 SX1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7653028788(NAD 83)
 SX1285
 SX1285  HISTORY     - Date     Condition        Report By
 SX1285  HISTORY     - 1936     MONUMENTED       CGS
 SX1285  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SX1285
 SX1285                          STATION DESCRIPTION
 SX1285
 SX1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SX1285'FLAGPOLE ON ENUMCLAW GRADE SCHOOL.
 SX1285
 SX1285                          STATION RECOVERY (1988)
 SX1285
 SX1285'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX1285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1282 ***********************************************************************
 SX1282  DESIGNATION -  ENUMCLAW SACRED HEART CATHOLIC CH CROSS
 SX1282  PID         -  SX1282
 SX1282  STATE/COUNTY-  WA/KING
 SX1282  USGS QUAD   -  ENUMCLAW (1993)
 SX1282
 SX1282                         *CURRENT SURVEY CONTROL
 SX1282  ___________________________________________________________________
 SX1282* NAD 83(1991)-  47 12 15.83201(N)    121 59 31.10159(W)     ADJUSTED  
 SX1282* NAVD 88     -                                                        
 SX1282  ___________________________________________________________________
 SX1282  LAPLACE CORR-          12.43  (seconds)                    DEFLEC99
 SX1282  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 SX1282
 SX1282  HORZ ORDER  -  THIRD
 SX1282
 SX1282.The horizontal coordinates were established by classical geodetic methods
 SX1282.and adjusted by the National Geodetic Survey in December 1991..
 SX1282
 SX1282
 SX1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1282
 SX1282.The geoid height was determined by GEOID03.
 SX1282
 SX1282;                    North         East     Units Scale Factor Converg.
 SX1282;SPC WA N     -    23,386.583   412,212.483   MT  1.00006823   -0 51 45.5
 SX1282;SPC WA N     -    76,727.48  1,352,400.45   sFT  1.00006823   -0 51 45.5
 SX1282;SPC WA S     -   209,044.675   386,969.788   MT  0.99997305   -1 05 01.5
 SX1282;SPC WA S     -   685,840.74  1,269,583.38   sFT  0.99997305   -1 05 01.5
 SX1282;UTM  10      - 5,228,371.308   576,342.810   MT  0.99967163   +0 44 22.9
 SX1282
 SX1282                          SUPERSEDED SURVEY CONTROL
 SX1282
 SX1282  NAD 83(1986)-  47 12 15.82297(N)    121 59 31.11686(W) AD(       ) 4
 SX1282  NAD 27      -  47 12 16.44537(N)    121 59 26.70656(W) AD(       ) 3
 SX1282
 SX1282.Superseded values are not recommended for survey control.
 SX1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1282.See file dsdata.txt to determine how the superseded data were derived.
 SX1282
 SX1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7634328371(NAD 83)
 SX1282_MARKER: 91 = CHURCH CROSS
 SX1282
 SX1282  HISTORY     - Date     Condition        Report By
 SX1282  HISTORY     - 1936     FIRST OBSERVED   CGS
 SX1282  HISTORY     - 1937     GOOD             CGS
 SX1282  HISTORY     - 1973     GOOD             NGS
 SX1282  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SX1282
 SX1282                          STATION DESCRIPTION
 SX1282
 SX1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SX1282'CROSS ON CATHOLIC CHURCH LOCATED AT THE CORNER OF GRIFFIN AVENUE
 SX1282'AND PORTER STREET, ENUMCLAW.
 SX1282
 SX1282                          STATION RECOVERY (1937)
 SX1282
 SX1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (HJO)
 SX1282'STATION IS A CROSS ON A CATHOLIC CHURCH LOCATED AT THE CORNER OF
 SX1282'GRIFFIN AVE. AND PORTER ST IN ENUMCLAW.
 SX1282
 SX1282                          STATION RECOVERY (1973)
 SX1282
 SX1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SX1282'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN 1936,
 SX1282'HOWEVER A NEW DESCRIPTION FOLLOWS.
 SX1282'
 SX1282'THE POINT INTERSECTED WAS THE CROSS ATOP THE ENUMCLAW SACRED
 SX1282'HEART CATHOLIC CHURCH, LOCATED AT THE CORNER OF GRIFFIN AVENUE
 SX1282'AND PORTER STREET IN ENUMCLAW.
 SX1282'
 SX1282'THE ABOVE STATION WAS FORMERLY LISTED ON THE GEOGRAPHIC POSITIONS
 SX1282'AS ENUMCLAW WHITE CHURCH BLACK CROSS 1937.
 SX1282
 SX1282                          STATION RECOVERY (1988)
 SX1282
 SX1282'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1436 ***********************************************************************
 SX1436  DESIGNATION -  EP 13
 SX1436  PID         -  SX1436
 SX1436  STATE/COUNTY-  WA/KING
 SX1436  USGS QUAD   -  HOBART (1993)
 SX1436
 SX1436                         *CURRENT SURVEY CONTROL
 SX1436  ___________________________________________________________________
 SX1436* NAD 83(1991)-  47 26 06.87661(N)    121 58 39.53999(W)     ADJUSTED  
 SX1436* NAVD 88     -       156.7    (meters)     514.     (feet)  VERTCON   
 SX1436  ___________________________________________________________________
 SX1436  LAPLACE CORR-          15.56  (seconds)                    DEFLEC99
 SX1436  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 SX1436
 SX1436  HORZ ORDER  -  SECOND
 SX1436
 SX1436.The horizontal coordinates were established by classical geodetic methods
 SX1436.and adjusted by the National Geodetic Survey in December 1991..
 SX1436
 SX1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1436
 SX1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1436
 SX1436.The geoid height was determined by GEOID03.
 SX1436
 SX1436;                    North         East     Units Scale Factor Converg.
 SX1436;SPC WA N     -    49,033.265   413,679.225   MT  1.00001271   -0 51 07.1
 SX1436;SPC WA N     -   160,869.97  1,357,212.59   sFT  1.00001271   -0 51 07.1
 SX1436;UTM  10      - 5,254,039.574   577,090.971   MT  0.99967303   +0 45 10.8
 SX1436
 SX1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1436!SPC WA N     -   0.99997895  x   1.00001271  =   0.99999166
 SX1436!UTM  10      -   0.99997895  x   0.99967303  =   0.99965199
 SX1436
 SX1436                          SUPERSEDED SURVEY CONTROL
 SX1436
 SX1436  NAD 83(1986)-  47 26 06.86662(N)    121 58 39.54624(W) AD(       ) 2
 SX1436  NAD 27      -  47 26 07.50140(N)    121 58 35.13410(W) AD(       ) 2
 SX1436  NGVD 29 (07/19/86)  155.6    (m)          510.     (f) VERT ANG       
 SX1436
 SX1436.Superseded values are not recommended for survey control.
 SX1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1436.See file dsdata.txt to determine how the superseded data were derived.
 SX1436
 SX1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7709154040(NAD 83)
 SX1436_MARKER: Z = SEE DESCRIPTION
 SX1436_SETTING: 0 = UNSPECIFIED SETTING
 SX1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1436
 SX1436  HISTORY     - Date     Condition        Report By
 SX1436  HISTORY     - 1971     MONUMENTED       WA-033
 SX1436
 SX1436                          STATION DESCRIPTION
 SX1436
 SX1436'DESCRIBED BY KING COUNTY WASHINGTON 1971
 SX1436'NO LOCATION GIVEN
 SX1436'
 SX1436'THIS POINT IS LOCATED ON THE NORTH SHOULDER OF STATE HWY. 18
 SX1436'(ECHO LAKE CUT-OFF ROAD).  IT IS ON A ROAD FILL AT THE APPROACH TO
 SX1436'THE WEST END OF A CONCRETE BRIDGE WHICH CROSSES OVER BOTH ISSAQUAH
 SX1436'CREEK AND THE ISSAQUAH-HOBART ROAD.  IT IS APPROX. 380 FT WEST
 SX1436'OF THE WEST END OF THE BRIDGE.  IT IS APPROX. 350 FT EAST OF THE
 SX1436'CENTER OF THE ISSAQUAH-HOBART ACCESS ROAD.
 SX1436'
 SX1436'IT IS 3.0 FT SOUTH OF A RAILROAD SPIKE IN THE TOP OF A GUARD
 SX1436'RAIL SUPPORT POST.
 SX1436'
 SX1436'IT IS 25.0 FT EAST OF THE SOUTHERLY POST OF A ROAD DIRECTIONAL
 SX1436'SIGN.
 SX1436'
 SX1436'SURFACE MONUMENT--K.C.S. DISC SET IN CONCRETE BURIED 6 IN.
 SX1436'
 SX1436'SUB-SURFACE MONUMENT--NONE
 SX1436'
 SX1436'DISK STAMPED--EP-13, 1971
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1917 ***********************************************************************
 SY1917  DESIGNATION -  EP 14 K CO 1972
 SY1917  PID         -  SY1917
 SY1917  STATE/COUNTY-  WA/KING
 SY1917  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1917
 SY1917                         *CURRENT SURVEY CONTROL
 SY1917  ___________________________________________________________________
 SY1917* NAD 83(1991)-  47 28 29.23858(N)    122 04 46.74578(W)     ADJUSTED  
 SY1917* NAVD 88     -       182.5    (meters)     599.     (feet)  VERTCON   
 SY1917  ___________________________________________________________________
 SY1917  LAPLACE CORR-           8.01  (seconds)                    DEFLEC99
 SY1917  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY1917
 SY1917  HORZ ORDER  -  SECOND
 SY1917
 SY1917.The horizontal coordinates were established by classical geodetic methods
 SY1917.and adjusted by the National Geodetic Survey in December 1991..
 SY1917
 SY1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1917
 SY1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1917
 SY1917.The geoid height was determined by GEOID03.
 SY1917
 SY1917;                    North         East     Units Scale Factor Converg.
 SY1917;SPC WA N     -    53,548.840   406,056.647   MT  1.00000480   -0 55 40.5
 SY1917;SPC WA N     -   175,684.82  1,332,204.18   sFT  1.00000480   -0 55 40.5
 SY1917;UTM  10      - 5,258,338.322   569,347.517   MT  0.99965910   +0 40 41.9
 SY1917
 SY1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1917!SPC WA N     -   0.99997498  x   1.00000480  =   0.99997978
 SY1917!UTM  10      -   0.99997498  x   0.99965910  =   0.99963408
 SY1917
 SY1917|---------------------------------------------------------------------|
 SY1917| PID    Reference Object                     Distance      Geod. Az  |
 SY1917|                                                           dddmmss.s |
 SY1917| SY1916 EP 15 K CO 1972                     338.993 METERS 17902     |
 SY1917| SY1891 JUNE                                380.862 METERS 21903     |
 SY1917|---------------------------------------------------------------------|
 SY1917
 SY1917                          SUPERSEDED SURVEY CONTROL
 SY1917
 SY1917  NAD 83(1986)-  47 28 29.23003(N)    122 04 46.75424(W) AD(       ) 2
 SY1917  NAD 27      -  47 28 29.86786(N)    122 04 42.32878(W) AD(       ) 2
 SY1917  NGVD 29 (07/19/86)  181.4    (m)          595.     (f) VERT ANG       
 SY1917
 SY1917.Superseded values are not recommended for survey control.
 SY1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1917.See file dsdata.txt to determine how the superseded data were derived.
 SY1917
 SY1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6934858338(NAD 83)
 SY1917_MARKER: Z = SEE DESCRIPTION
 SY1917_SETTING: 0 = UNSPECIFIED SETTING
 SY1917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1917
 SY1917  HISTORY     - Date     Condition        Report By
 SY1917  HISTORY     - 1972     MONUMENTED       WA-033
 SY1917
 SY1917                          STATION DESCRIPTION
 SY1917
 SY1917'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1917'LOCATION--3-1/2 MILES S.W. OF ISSAQUAH
 SY1917'
 SY1917'STATION IS 146 FT NORTH AND 12 FT WEST INTERSECTION S.E. 143RD
 SY1917'ST. AND 196TH AVENUE S.E.
 SY1917'
 SY1917'POINT IS 2.2 FT EAST OF N-S WIRE FENCE.
 SY1917'
 SY1917'POINT IS 52.0 FT E.N.E. OF S.E. CORNER RED HOUSE.
 SY1917'
 SY1917'POINT IS 53.8 FT E.S.E. OF N.E. CORNER RED HOUSE.
 SY1917'
 SY1917'POINT IS 25.9 FT SOUTH OF SPIKE IN TELEPHONE POLE.
 SY1917'
 SY1917'POINT IS 72.9 FT N.N.W. OF SPIKE (RAILROAD) IN POWER POLE.
 SY1917'
 SY1917'SURFACE MONUMENT--K.C.S. DISC IN CONCRETE MONUMENT FLUSH.
 SY1917'
 SY1917'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 3 FT
 SY1917'DOWN.
 SY1917'
 SY1917'DISK STAMPED--EP-14, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1916 ***********************************************************************
 SY1916  DESIGNATION -  EP 15 K CO 1972
 SY1916  PID         -  SY1916
 SY1916  STATE/COUNTY-  WA/KING
 SY1916  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1916
 SY1916                         *CURRENT SURVEY CONTROL
 SY1916  ___________________________________________________________________
 SY1916* NAD 83(1991)-  47 28 18.26357(N)    122 04 46.47402(W)     ADJUSTED  
 SY1916* NAVD 88     -       187.0    (meters)     614.     (feet)  VERTCON   
 SY1916  ___________________________________________________________________
 SY1916  LAPLACE CORR-           7.82  (seconds)                    DEFLEC99
 SY1916  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 SY1916
 SY1916  HORZ ORDER  -  SECOND
 SY1916
 SY1916.The horizontal coordinates were established by classical geodetic methods
 SY1916.and adjusted by the National Geodetic Survey in December 1991..
 SY1916
 SY1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1916
 SY1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1916
 SY1916.The geoid height was determined by GEOID03.
 SY1916
 SY1916;                    North         East     Units Scale Factor Converg.
 SY1916;SPC WA N     -    53,209.845   406,056.848   MT  1.00000539   -0 55 40.3
 SY1916;SPC WA N     -   174,572.63  1,332,204.84   sFT  1.00000539   -0 55 40.3
 SY1916;UTM  10      - 5,257,999.583   569,357.217   MT  0.99965911   +0 40 42.0
 SY1916
 SY1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1916!SPC WA N     -   0.99997427  x   1.00000539  =   0.99997966
 SY1916!UTM  10      -   0.99997427  x   0.99965911  =   0.99963339
 SY1916
 SY1916|---------------------------------------------------------------------|
 SY1916| PID    Reference Object                     Distance      Geod. Az  |
 SY1916|                                                           dddmmss.s |
 SY1916| SY1891 JUNE                                249.383 METERS 27958     |
 SY1916| SY1917 EP 14 K CO 1972                     338.993 METERS 35902     |
 SY1916|---------------------------------------------------------------------|
 SY1916
 SY1916                          SUPERSEDED SURVEY CONTROL
 SY1916
 SY1916  NAD 83(1986)-  47 28 18.25503(N)    122 04 46.48252(W) AD(       ) 2
 SY1916  NAD 27      -  47 28 18.89282(N)    122 04 42.05724(W) AD(       ) 2
 SY1916  NGVD 29 (07/19/86)  185.9    (m)          610.     (f) VERT ANG       
 SY1916
 SY1916.Superseded values are not recommended for survey control.
 SY1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1916.See file dsdata.txt to determine how the superseded data were derived.
 SY1916
 SY1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6935758000(NAD 83)
 SY1916_MARKER: Z = SEE DESCRIPTION
 SY1916_SETTING: 0 = UNSPECIFIED SETTING
 SY1916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1916
 SY1916  HISTORY     - Date     Condition        Report By
 SY1916  HISTORY     - 1972     MONUMENTED       WA-033
 SY1916
 SY1916                          STATION DESCRIPTION
 SY1916
 SY1916'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1916'APPROX. LOCATION--3-1/2 MILES SW OF ISSAQUAH
 SY1916'
 SY1916'STATION IS BURIED IN EAST SHOULDER OF 196TH AVE. SE, WEST OF
 SY1916'MC DONALD LAKE, AND APPROX. AT ADDRESS OF 14460.
 SY1916'
 SY1916'POINT IS 14 FT EAST CENTERLINE OF 196TH AVE. SE.
 SY1916'
 SY1916'POINT IS 8 FT SOUTH OF SOUTH EDGE SOUTHERLY GRAVEL DRIVEWAY.
 SY1916'
 SY1916'POINT IS 61.9 FT SOUTH OF SPIKE POWER POLE.
 SY1916'
 SY1916'POINT IS 86.1 FT NORTH OF SPIKE POWER POLE.
 SY1916'
 SY1916'POINT IS 94.8 FT NE OF SPIKE TELEPHONE POLE.
 SY1916'
 SY1916'SURFACE MONUMENT--SET AND BURIED KCS DISK IN CONCRETE MONUMENT
 SY1916'6 IN.
 SY1916'
 SY1916'SUB-SURFACE MONUMENT--SET KCS DISK IN CONCRETE MONUMENT 3.5 FT
 SY1916'DOWN.
 SY1916'
 SY1916'MONUMENT STAMPED EP-15 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1913 ***********************************************************************
 SY1913  DESIGNATION -  EP 16 K CO 1972
 SY1913  PID         -  SY1913
 SY1913  STATE/COUNTY-  WA/KING
 SY1913  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1913
 SY1913                         *CURRENT SURVEY CONTROL
 SY1913  ___________________________________________________________________
 SY1913* NAD 83(1991)-  47 29 20.80501(N)    122 04 25.99934(W)     ADJUSTED  
 SY1913* NAVD 88     -       161.3    (meters)     529.     (feet)  VERTCON   
 SY1913  ___________________________________________________________________
 SY1913  LAPLACE CORR-           9.47  (seconds)                    DEFLEC99
 SY1913  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY1913
 SY1913  HORZ ORDER  -  SECOND
 SY1913
 SY1913.The horizontal coordinates were established by classical geodetic methods
 SY1913.and adjusted by the National Geodetic Survey in December 1991..
 SY1913
 SY1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1913
 SY1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1913
 SY1913.The geoid height was determined by GEOID03.
 SY1913
 SY1913;                    North         East     Units Scale Factor Converg.
 SY1913;SPC WA N     -    55,134.166   406,516.669   MT  1.00000205   -0 55 25.0
 SY1913;SPC WA N     -   180,886.01  1,333,713.44   sFT  1.00000205   -0 55 25.0
 SY1913;UTM  10      - 5,259,935.371   569,762.777   MT  0.99965981   +0 40 57.8
 SY1913
 SY1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1913!SPC WA N     -   0.99997830  x   1.00000205  =   0.99998035
 SY1913!UTM  10      -   0.99997830  x   0.99965981  =   0.99963812
 SY1913
 SY1913:                Primary Azimuth Mark                     Grid Az
 SY1913:SPC WA N     -  JUNE                                     200 34 35.2
 SY1913:UTM  10      -  JUNE                                     198 58 12.4
 SY1913
 SY1913|---------------------------------------------------------------------|
 SY1913| PID    Reference Object                     Distance      Geod. Az  |
 SY1913|                                                           dddmmss.s |
 SY1913| SY1891 JUNE                                APPROX. 2.0 KM 1993910.2 |
 SY1913| SY1914 EP 18 K CO 1972                     APPROX. 0.5 KM 2025506.5 |
 SY1913| SY1915 EP 17 K CO 1972                     265.931 METERS 29336     |
 SY1913|---------------------------------------------------------------------|
 SY1913
 SY1913                          SUPERSEDED SURVEY CONTROL
 SY1913
 SY1913  NAD 83(1986)-  47 29 20.79643(N)    122 04 26.00741(W) AD(       ) 2
 SY1913  NAD 27      -  47 29 21.43431(N)    122 04 21.58196(W) AD(       ) 2
 SY1913  NGVD 29 (07/19/86)  160.2    (m)          526.     (f) VERT ANG       
 SY1913
 SY1913.Superseded values are not recommended for survey control.
 SY1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1913.See file dsdata.txt to determine how the superseded data were derived.
 SY1913
 SY1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6976359935(NAD 83)
 SY1913_MARKER: Z = SEE DESCRIPTION
 SY1913_SETTING: 0 = UNSPECIFIED SETTING
 SY1913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1913
 SY1913  HISTORY     - Date     Condition        Report By
 SY1913  HISTORY     - 1972     MONUMENTED       WA-033
 SY1913
 SY1913                          STATION DESCRIPTION
 SY1913
 SY1913'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1913'STATION SET FLUSH IN GRASSY AREA.  POINT IS 75 FT WEST AND 19 FT
 SY1913'SOUTH INTERSECTION OF 200TH AVENUE S.E. AND S.E. 127TH STREET.
 SY1913'
 SY1913'POINT IS 43.3 FT S.S.E. OF WEST BOLT OF HYDRANT.
 SY1913'
 SY1913'POINT IS 14.7 FT N.E. OF FACE OF 12 IN APPLE TREE.
 SY1913'
 SY1913'POINT IS 33.0 FT W.N.W. OF FACE OF 14 IN APPLE TREE.
 SY1913'
 SY1913'POINT IS 21.0 FT WEST OF SPIKE IN UTILITY POLE.
 SY1913'
 SY1913'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT FLUSH.
 SY1913'
 SY1913'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 3 FT
 SY1913'DOWN.
 SY1913'
 SY1913'DISK STAMPED--EP-16, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1915 ***********************************************************************
 SY1915  DESIGNATION -  EP 17 K CO 1972
 SY1915  PID         -  SY1915
 SY1915  STATE/COUNTY-  WA/KING
 SY1915  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1915
 SY1915                         *CURRENT SURVEY CONTROL
 SY1915  ___________________________________________________________________
 SY1915* NAD 83(1991)-  47 29 24.25304(N)    122 04 37.64035(W)     ADJUSTED  
 SY1915* NAVD 88     -       134.5    (meters)     441.     (feet)  VERTCON   
 SY1915  ___________________________________________________________________
 SY1915  LAPLACE CORR-           9.18  (seconds)                    DEFLEC99
 SY1915  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 SY1915
 SY1915  HORZ ORDER  -  SECOND
 SY1915
 SY1915.The horizontal coordinates were established by classical geodetic methods
 SY1915.and adjusted by the National Geodetic Survey in December 1991..
 SY1915
 SY1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1915
 SY1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1915
 SY1915.The geoid height was determined by GEOID03.
 SY1915
 SY1915;                    North         East     Units Scale Factor Converg.
 SY1915;SPC WA N     -    55,244.573   406,274.738   MT  1.00000187   -0 55 33.7
 SY1915;SPC WA N     -   181,248.24  1,332,919.70   sFT  1.00000187   -0 55 33.7
 SY1915;UTM  10      - 5,260,038.917   569,517.931   MT  0.99965939   +0 40 49.2
 SY1915
 SY1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1915!SPC WA N     -   0.99998250  x   1.00000187  =   0.99998437
 SY1915!UTM  10      -   0.99998250  x   0.99965939  =   0.99964190
 SY1915
 SY1915|---------------------------------------------------------------------|
 SY1915| PID    Reference Object                     Distance      Geod. Az  |
 SY1915|                                                           dddmmss.s |
 SY1915| SY1913 EP 16 K CO 1972                     265.931 METERS 11336     |
 SY1915| SY1914 EP 18 K CO 1972                     APPROX. 0.6 KM 1760810.7 |
 SY1915|---------------------------------------------------------------------|
 SY1915
 SY1915                          SUPERSEDED SURVEY CONTROL
 SY1915
 SY1915  NAD 83(1986)-  47 29 24.24453(N)    122 04 37.64853(W) AD(       ) 2
 SY1915  NAD 27      -  47 29 24.88246(N)    122 04 33.22261(W) AD(       ) 2
 SY1915  NGVD 29 (07/19/86)  133.4    (m)          438.     (f) VERT ANG       
 SY1915
 SY1915.Superseded values are not recommended for survey control.
 SY1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1915.See file dsdata.txt to determine how the superseded data were derived.
 SY1915
 SY1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6951860039(NAD 83)
 SY1915_MARKER: Z = SEE DESCRIPTION
 SY1915_SETTING: 0 = UNSPECIFIED SETTING
 SY1915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1915
 SY1915  HISTORY     - Date     Condition        Report By
 SY1915  HISTORY     - 1972     MONUMENTED       WA-033
 SY1915
 SY1915                          STATION DESCRIPTION
 SY1915
 SY1915'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1915'NO LOCATION GIVEN
 SY1915'
 SY1915'STATION IS SET FLUSH NEAR EAST EDGE OF GRAVEL DRIVEWAY ON NORTH
 SY1915'SIDE OF S.E. 127TH ST., 300 FT TO 400 FT + OR - EAST OF
 SY1915'ISSAQUAH-COALFIELD ROAD.
 SY1915'
 SY1915'POINT IS 21.5 FT NORTH CENTERLINE OF S.E. 127TH ST.
 SY1915'
 SY1915'POINT IS 56.5 FT N.E. OF SPIKE IN TOP FENCE POST.
 SY1915'
 SY1915'POINT IS 54.0 FT N.N.W. OF SPIKE IN TOP FENCE POST.
 SY1915'
 SY1915'POINT IS 11.7 FT S.S.W. OF FIN NAIL IN BASE OF FENCE POST.
 SY1915'
 SY1915'POINT IS 8.0 FT EAST OF CENTERLINE OF GRAVEL DRIVEWAY.
 SY1915'
 SY1915'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT FLUSH.
 SY1915'
 SY1915'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 3 FT
 SY1915'DOWN.
 SY1915'
 SY1915'DISK STAMPED--EP-17, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1914 ***********************************************************************
 SY1914  DESIGNATION -  EP 18 K CO 1972
 SY1914  PID         -  SY1914
 SY1914  STATE/COUNTY-  WA/KING
 SY1914  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1914
 SY1914                         *CURRENT SURVEY CONTROL
 SY1914  ___________________________________________________________________
 SY1914* NAD 83(1991)-  47 29 05.18660(N)    122 04 35.74074(W)     ADJUSTED  
 SY1914* NAVD 88     -       102.1    (meters)     335.     (feet)  VERTCON   
 SY1914  ___________________________________________________________________
 SY1914  LAPLACE CORR-           8.74  (seconds)                    DEFLEC99
 SY1914  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY1914
 SY1914  HORZ ORDER  -  SECOND
 SY1914
 SY1914.The horizontal coordinates were established by classical geodetic methods
 SY1914.and adjusted by the National Geodetic Survey in December 1991..
 SY1914
 SY1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1914
 SY1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1914
 SY1914.The geoid height was determined by GEOID03.
 SY1914
 SY1914;                    North         East     Units Scale Factor Converg.
 SY1914;SPC WA N     -    54,655.169   406,304.985   MT  1.00000288   -0 55 32.3
 SY1914;SPC WA N     -   179,314.50  1,333,018.94   sFT  1.00000288   -0 55 32.3
 SY1914;UTM  10      - 5,259,450.794   569,564.672   MT  0.99965947   +0 40 50.4
 SY1914
 SY1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1914!SPC WA N     -   0.99998758  x   1.00000288  =   0.99999046
 SY1914!UTM  10      -   0.99998758  x   0.99965947  =   0.99964705
 SY1914
 SY1914:                Primary Azimuth Mark                     Grid Az
 SY1914:SPC WA N     -  EP 16 K CO 1972                          023 50 31.6
 SY1914:UTM  10      -  EP 16 K CO 1972                          022 14 08.9
 SY1914
 SY1914|---------------------------------------------------------------------|
 SY1914| PID    Reference Object                     Distance      Geod. Az  |
 SY1914|                                                           dddmmss.s |
 SY1914| SY1913 EP 16 K CO 1972                     APPROX. 0.5 KM 0225459.3 |
 SY1914| SY3572 SQUAK MTN KING COUNTY RAD MAST      APPROX. 3.1 KM 0451053.8 |
 SY1914| SY1915 EP 17 K CO 1972                     APPROX. 0.6 KM 3560812.1 |
 SY1914|---------------------------------------------------------------------|
 SY1914
 SY1914                          SUPERSEDED SURVEY CONTROL
 SY1914
 SY1914  NAD 83(1986)-  47 29 05.17802(N)    122 04 35.74895(W) AD(       ) 2
 SY1914  NAD 27      -  47 29 05.81600(N)    122 04 31.32351(W) AD(       ) 2
 SY1914  NGVD 29 (07/19/86)  101.0    (m)          331.     (f) VERT ANG       
 SY1914
 SY1914.Superseded values are not recommended for survey control.
 SY1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1914.See file dsdata.txt to determine how the superseded data were derived.
 SY1914
 SY1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6956559451(NAD 83)
 SY1914_MARKER: Z = SEE DESCRIPTION
 SY1914_SETTING: 0 = UNSPECIFIED SETTING
 SY1914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1914
 SY1914  HISTORY     - Date     Condition        Report By
 SY1914  HISTORY     - 1972     MONUMENTED       WA-033
 SY1914
 SY1914                          STATION DESCRIPTION
 SY1914
 SY1914'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1914'NO LOCATION GIVEN
 SY1914'
 SY1914'STATION IS SET FLUSH IN NORTH SIDE OF GRAVEL DRIVEWAY (LEADS TO
 SY1914'PUGET POWER SUB-STATION).
 SY1914'
 SY1914'POINT IS 0.20 MILE SOUTH AND 30.0 FT EAST OF INTERSECTION OF
 SY1914'COALFIELD--ISSAQUAH ROAD AND 196TH PLACE S.E.
 SY1914'
 SY1914'POINT IS 11.8 FT SOUTH OF BARB-WIRE FENCE POST CORNER.  (CTR. OF
 SY1914'POST)
 SY1914'
 SY1914'POINT IS 24.6 FT N.N.E. OF SPIKE IN UTILITY POLE.
 SY1914'
 SY1914'POINT IS 60.6 FT E.N.E. OF SPIKE IN GUY POLE.
 SY1914'
 SY1914'POINT IS 6.0 FT NORTH OF CENTERLINE OF GRAVEL DRIVEWAY.
 SY1914'
 SY1914'POINT IS 58.7 FT WEST CYCLONE GATEPOST.
 SY1914'
 SY1914'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT FLUSH.
 SY1914'
 SY1914'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 3 FT
 SY1914'DOWN.
 SY1914'
 SY1914'SURVEY DISK STAMPED--EP-18, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1902 ***********************************************************************
 SY1902  DESIGNATION -  EP 19 K CO 1972
 SY1902  PID         -  SY1902
 SY1902  STATE/COUNTY-  WA/KING
 SY1902  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1902
 SY1902                         *CURRENT SURVEY CONTROL
 SY1902  ___________________________________________________________________
 SY1902* NAD 83(1991)-  47 28 21.34394(N)    122 01 23.96535(W)     ADJUSTED  
 SY1902* NAVD 88     -       108.8    (meters)     357.     (feet)  VERTCON   
 SY1902  ___________________________________________________________________
 SY1902  LAPLACE CORR-          12.98  (seconds)                    DEFLEC99
 SY1902  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 SY1902
 SY1902  HORZ ORDER  -  SECOND
 SY1902
 SY1902.The horizontal coordinates were established by classical geodetic methods
 SY1902.and adjusted by the National Geodetic Survey in December 1991..
 SY1902
 SY1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1902
 SY1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1902
 SY1902.The geoid height was determined by GEOID03.
 SY1902
 SY1902;                    North         East     Units Scale Factor Converg.
 SY1902;SPC WA N     -    53,237.847   410,298.341   MT  1.00000522   -0 53 09.5
 SY1902;SPC WA N     -   174,664.50  1,346,120.47   sFT  1.00000522   -0 53 09.5
 SY1902;UTM  10      - 5,258,146.396   573,594.807   MT  0.99966656   +0 43 11.3
 SY1902
 SY1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1902!SPC WA N     -   0.99998650  x   1.00000522  =   0.99999172
 SY1902!UTM  10      -   0.99998650  x   0.99966656  =   0.99965306
 SY1902
 SY1902:                Primary Azimuth Mark                     Grid Az
 SY1902:SPC WA N     -  EP 20 K CO 1972                          226 20 39.6
 SY1902:UTM  10      -  EP 20 K CO 1972                          224 44 18.8
 SY1902
 SY1902|---------------------------------------------------------------------|
 SY1902| PID    Reference Object                     Distance      Geod. Az  |
 SY1902|                                                           dddmmss.s |
 SY1902| SY1907 EP 20 K CO 1972                     465.075 METERS 2252730.1 |
 SY1902| SY3572 SQUAK MTN KING COUNTY RAD MAST      APPROX. 4.0 KM 3323127.5 |
 SY1902|---------------------------------------------------------------------|
 SY1902
 SY1902                          SUPERSEDED SURVEY CONTROL
 SY1902
 SY1902  NAD 83(1986)-  47 28 21.33530(N)    122 01 23.97404(W) AD(       ) 2
 SY1902  NAD 27      -  47 28 21.97139(N)    122 01 19.55456(W) AD(       ) 2
 SY1902  NGVD 29 (07/19/86)  107.7    (m)          353.     (f) VERT ANG       
 SY1902
 SY1902.Superseded values are not recommended for survey control.
 SY1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1902.See file dsdata.txt to determine how the superseded data were derived.
 SY1902
 SY1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7359558146(NAD 83)
 SY1902_MARKER: Z = SEE DESCRIPTION
 SY1902_SETTING: 0 = UNSPECIFIED SETTING
 SY1902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1902
 SY1902  HISTORY     - Date     Condition        Report By
 SY1902  HISTORY     - 1972     MONUMENTED       WA-033
 SY1902
 SY1902                          STATION DESCRIPTION
 SY1902
 SY1902'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1902'LOCATION--3 MILES SOUTH OF ISSAQUAH
 SY1902'
 SY1902'STATION IS BURIED IN GRAVEL SHOULDER, 27 FT W.S.W. AND S.S.E. OF
 SY1902'INTERSECTION OF ISSAQUAH-HOBERT ROAD AND CEDAR GROVE ROAD S.E.
 SY1902'
 SY1902'POINT IS 75.3 FT S.S.E. OF SPIKE IN UTILITY POLE.
 SY1902'
 SY1902'POINT IS 64.8 FT W.S.W. OF SPIKE IN TELEPHONE POLE.
 SY1902'
 SY1902'POINT IS 26.2 FT EAST OF CENTER OF WOODEN FENCE POST (A.P.)
 SY1902'
 SY1902'POINT IS 12.6 FT NORTH OF CENTER OF WOODEN FENCE POST (A.P.)
 SY1902'
 SY1902'(A.P.)=ANGLE POINT
 SY1902'
 SY1902'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 6 IN DOWN.
 SY1902'
 SY1902'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 3.5 FT
 SY1902'DOWN.
 SY1902'
 SY1902'DISK STAMPED--EP-19, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1907 ***********************************************************************
 SY1907  DESIGNATION -  EP 20 K CO 1972
 SY1907  PID         -  SY1907
 SY1907  STATE/COUNTY-  WA/KING
 SY1907  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1907
 SY1907                         *CURRENT SURVEY CONTROL
 SY1907  ___________________________________________________________________
 SY1907* NAD 83(1991)-  47 28 10.78077(N)    122 01 39.79463(W)     ADJUSTED  
 SY1907* NAVD 88     -       100.1    (meters)     328.     (feet)  VERTCON   
 SY1907  ___________________________________________________________________
 SY1907  LAPLACE CORR-          11.89  (seconds)                    DEFLEC99
 SY1907  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY1907
 SY1907  HORZ ORDER  -  SECOND
 SY1907
 SY1907.The horizontal coordinates were established by classical geodetic methods
 SY1907.and adjusted by the National Geodetic Survey in December 1991..
 SY1907
 SY1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1907
 SY1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1907
 SY1907.The geoid height was determined by GEOID03.
 SY1907
 SY1907;                    North         East     Units Scale Factor Converg.
 SY1907;SPC WA N     -    52,916.793   409,961.857   MT  1.00000580   -0 53 21.3
 SY1907;SPC WA N     -   173,611.18  1,345,016.53   sFT  1.00000580   -0 53 21.3
 SY1907;UTM  10      - 5,257,816.151   573,267.563   MT  0.99966597   +0 42 59.5
 SY1907
 SY1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1907!SPC WA N     -   0.99998786  x   1.00000580  =   0.99999366
 SY1907!UTM  10      -   0.99998786  x   0.99966597  =   0.99965384
 SY1907
 SY1907:                Primary Azimuth Mark                     Grid Az
 SY1907:SPC WA N     -  EP 19 K CO 1972                          046 20 39.7
 SY1907:UTM  10      -  EP 19 K CO 1972                          044 44 18.9
 SY1907
 SY1907|---------------------------------------------------------------------|
 SY1907| PID    Reference Object                     Distance      Geod. Az  |
 SY1907|                                                           dddmmss.s |
 SY1907| SY1902 EP 19 K CO 1972                     465.075 METERS 0452718.4 |
 SY1907| SY1904 EP 32 K CO 1973                     477.257 METERS 1520150.4 |
 SY1907|---------------------------------------------------------------------|
 SY1907
 SY1907                          SUPERSEDED SURVEY CONTROL
 SY1907
 SY1907  NAD 83(1986)-  47 28 10.77219(N)    122 01 39.80341(W) AD(       ) 2
 SY1907  NAD 27      -  47 28 11.40831(N)    122 01 35.38363(W) AD(       ) 2
 SY1907  NGVD 29 (07/19/86)   99.0    (m)          325.     (f) VERT ANG       
 SY1907
 SY1907.Superseded values are not recommended for survey control.
 SY1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1907.See file dsdata.txt to determine how the superseded data were derived.
 SY1907
 SY1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7326857816(NAD 83)
 SY1907_MARKER: Z = SEE DESCRIPTION
 SY1907_SETTING: 0 = UNSPECIFIED SETTING
 SY1907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1907
 SY1907  HISTORY     - Date     Condition        Report By
 SY1907  HISTORY     - 1972     MONUMENTED       WA-033
 SY1907
 SY1907                          STATION DESCRIPTION
 SY1907
 SY1907'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1907'LOCATION--APPROX. 3-1/4 MILES SOUTH OF ISSAQUAH
 SY1907'
 SY1907'STATION IS BURIED IN GRAVEL SHOULDER, 43 FT N.E. AND 16 FT
 SY1907'N.W. OF INTERSECTION OF S.E. 148TH ST. AND CEDAR GROVE ROAD S.E.
 SY1907'
 SY1907'POINT IS 18.5 FT S.S.E. OF BARB-WIRE FENCE.
 SY1907'
 SY1907'POINT IS 46.4 FT E.N.E. OF SPIKE IN UTILITY POLE.
 SY1907'
 SY1907'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 6 IN DOWN.
 SY1907'
 SY1907'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 3.5 FT
 SY1907'DOWN.
 SY1907'
 SY1907'DISK STAMPED--EP-20, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1911 ***********************************************************************
 SY1911  DESIGNATION -  EP 23 K CO 1972
 SY1911  PID         -  SY1911
 SY1911  STATE/COUNTY-  WA/KING
 SY1911  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1911
 SY1911                         *CURRENT SURVEY CONTROL
 SY1911  ___________________________________________________________________
 SY1911* NAD 83(1991)-  47 26 00.85081(N)    122 02 19.81379(W)     ADJUSTED  
 SY1911* NAVD 88     -       166.0    (meters)     545.     (feet)  VERTCON   
 SY1911  ___________________________________________________________________
 SY1911  LAPLACE CORR-           9.72  (seconds)                    DEFLEC99
 SY1911  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY1911
 SY1911  HORZ ORDER  -  SECOND
 SY1911
 SY1911.The horizontal coordinates were established by classical geodetic methods
 SY1911.and adjusted by the National Geodetic Survey in December 1991..
 SY1911
 SY1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1911
 SY1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1911
 SY1911.The geoid height was determined by GEOID03.
 SY1911
 SY1911;                    North         East     Units Scale Factor Converg.
 SY1911;SPC WA N     -    48,917.657   409,061.064   MT  1.00001305   -0 53 51.1
 SY1911;SPC WA N     -   160,490.68  1,342,061.17   sFT  1.00001305   -0 53 51.1
 SY1911;UTM  10      - 5,253,794.730   572,479.449   MT  0.99966456   +0 42 28.5
 SY1911
 SY1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1911!SPC WA N     -   0.99997754  x   1.00001305  =   0.99999059
 SY1911!UTM  10      -   0.99997754  x   0.99966456  =   0.99964210
 SY1911
 SY1911:                Primary Azimuth Mark                     Grid Az
 SY1911:SPC WA N     -  TEIGE                                    074 59 25.3
 SY1911:UTM  10      -  TEIGE                                    073 23 05.7
 SY1911
 SY1911|---------------------------------------------------------------------|
 SY1911| PID    Reference Object                     Distance      Geod. Az  |
 SY1911|                                                           dddmmss.s |
 SY1911| SY1889 TEIGE                               APPROX. 2.2 KM 0740534.2 |
 SY1911| SY1910 EP 24 K CO 1972                     191.534 METERS 16733     |
 SY1911|---------------------------------------------------------------------|
 SY1911
 SY1911                          SUPERSEDED SURVEY CONTROL
 SY1911
 SY1911  NAD 83(1986)-  47 26 00.84160(N)    122 02 19.82255(W) AD(       ) 2
 SY1911  NAD 27      -  47 26 01.47811(N)    122 02 15.40316(W) AD(       ) 2
 SY1911  NGVD 29 (07/19/86)  164.9    (m)          541.     (f) VERT ANG       
 SY1911
 SY1911.Superseded values are not recommended for survey control.
 SY1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1911.See file dsdata.txt to determine how the superseded data were derived.
 SY1911
 SY1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7247953795(NAD 83)
 SY1911_MARKER: Z = SEE DESCRIPTION
 SY1911_SETTING: 0 = UNSPECIFIED SETTING
 SY1911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1911
 SY1911  HISTORY     - Date     Condition        Report By
 SY1911  HISTORY     - 1972     MONUMENTED       WA-033
 SY1911
 SY1911                          STATION DESCRIPTION
 SY1911
 SY1911'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1911'LOCATION--NORTH OF MAPLE VALLEY
 SY1911'
 SY1911'STATION IS SET FLUSH ON WEST SIDE OF LAKE FRANCIS ROAD, IN GRASS,
 SY1911'APPROX. 1.35 MILES E.S.E. OF LAKE FRANCIS ROAD AND CEDAR GROVE
 SY1911'RD. S.E. INTERSECTION.  ADDRESS IS 18665 -- LAKE FRANCIS ROAD.
 SY1911'
 SY1911'POINT IS 52.5 FT NORTH OF S.E. FENCE CORNER.
 SY1911'
 SY1911'POINT IS 14.2 FT EAST OF N-S WOOD AND BARB-WIRE FENCE.
 SY1911'
 SY1911'POINT IS 19.5 FT WEST OF CENTERLINE OF LAKE FRANCIS ROAD.
 SY1911'
 SY1911'POINT IS 59.2 FT NORTH OF CENTERLINE OF GRAVEL DRIVEWAY.
 SY1911'
 SY1911'POINT IS 71.9 FT N.N.W. OF SPIKE IN GUY POLE.
 SY1911'
 SY1911'POINT IS 87.6 FT N.W. OF SPIKE IN UTILITY POLE.
 SY1911'
 SY1911'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT FLUSH.
 SY1911'
 SY1911'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 3 FT
 SY1911'DOWN.
 SY1911'
 SY1911'DISK STAMPED--EP-23, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1910 ***********************************************************************
 SY1910  DESIGNATION -  EP 24 K CO 1972
 SY1910  PID         -  SY1910
 SY1910  STATE/COUNTY-  WA/KING
 SY1910  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1910
 SY1910                         *CURRENT SURVEY CONTROL
 SY1910  ___________________________________________________________________
 SY1910* NAD 83(1991)-  47 25 54.79487(N)    122 02 17.84263(W)     ADJUSTED  
 SY1910* NAVD 88     -       163.1    (meters)     535.     (feet)  VERTCON   
 SY1910  ___________________________________________________________________
 SY1910  LAPLACE CORR-           9.76  (seconds)                    DEFLEC99
 SY1910  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY1910
 SY1910  HORZ ORDER  -  SECOND
 SY1910
 SY1910.The horizontal coordinates were established by classical geodetic methods
 SY1910.and adjusted by the National Geodetic Survey in December 1991..
 SY1910
 SY1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1910
 SY1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1910
 SY1910.The geoid height was determined by GEOID03.
 SY1910
 SY1910;                    North         East     Units Scale Factor Converg.
 SY1910;SPC WA N     -    48,730.004   409,099.437   MT  1.00001340   -0 53 49.6
 SY1910;SPC WA N     -   159,875.02  1,342,187.07   sFT  1.00001340   -0 53 49.6
 SY1910;UTM  10      - 5,253,608.290   572,523.049   MT  0.99966464   +0 42 29.9
 SY1910
 SY1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1910!SPC WA N     -   0.99997799  x   1.00001340  =   0.99999139
 SY1910!UTM  10      -   0.99997799  x   0.99966464  =   0.99964264
 SY1910
 SY1910                          SUPERSEDED SURVEY CONTROL
 SY1910
 SY1910  NAD 83(1986)-  47 25 54.78578(N)    122 02 17.85147(W) AD(       ) 2
 SY1910  NAD 27      -  47 25 55.42214(N)    122 02 13.43215(W) AD(       ) 2
 SY1910  NGVD 29 (07/19/86)  162.0    (m)          531.     (f) VERT ANG       
 SY1910
 SY1910.Superseded values are not recommended for survey control.
 SY1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1910.See file dsdata.txt to determine how the superseded data were derived.
 SY1910
 SY1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7252353608(NAD 83)
 SY1910_MARKER: Z = SEE DESCRIPTION
 SY1910_SETTING: 0 = UNSPECIFIED SETTING
 SY1910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1910
 SY1910  HISTORY     - Date     Condition        Report By
 SY1910  HISTORY     - 1972     MONUMENTED       WA-033
 SY1910
 SY1910                          STATION DESCRIPTION
 SY1910
 SY1910'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1910'LOCATION--MAPLE VALLEY (NORTH)
 SY1910'
 SY1910'STATION BURIED IN GRAVEL SHOULDER ON WEST SIDE OF LAKE FRANCIS
 SY1910'ROAD APPROX. 1.45 MILES E.S.E. OF CEDAR GROVE RD. S.E. AND LAKE
 SY1910'FRANCIS ROAD INTERSECTION.  POINT IS 250 FT + OR - N.W. OF WHERE
 SY1910'PIPELINE R/W CROSSES ROAD.
 SY1910'
 SY1910'POINT IS 13.5 FT W.S.W. CENTERLINE OF LAKE FRANCIS ROAD.
 SY1910'
 SY1910'POINT IS 18.5 FT EAST OF SPIKE IN MAPLE CLUSTER.
 SY1910'
 SY1910'POINT IS 54.4 FT S.S.E. OF SPIKE IN SIDE 48 IN STUMP.
 SY1910'
 SY1910'POINT IS 85.9 FT N.W. OF SPIKE IN SIDE 30 IN FIR TREE.
 SY1910'
 SY1910'SURFACE MONUMENT--SET K.C.S. DISC IN CONCRETE MONUMENT 6 IN DOWN.
 SY1910'
 SY1910'SUB-SURFACE MONUMENT--SET K.C.S. DISC IN CONCRETE MONUMENT 3.5 FT
 SY1910'DOWN.
 SY1910'
 SY1910'DISK STAMPED--EP-24, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1909 ***********************************************************************
 SY1909  DESIGNATION -  EP 25 K CO 1972
 SY1909  PID         -  SY1909
 SY1909  STATE/COUNTY-  WA/KING
 SY1909  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1909
 SY1909                         *CURRENT SURVEY CONTROL
 SY1909  ___________________________________________________________________
 SY1909* NAD 83(1991)-  47 25 47.18453(N)    122 02 10.68493(W)     ADJUSTED  
 SY1909* NAVD 88     -       161.5    (meters)     530.     (feet)  VERTCON   
 SY1909  ___________________________________________________________________
 SY1909  LAPLACE CORR-           9.97  (seconds)                    DEFLEC99
 SY1909  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 SY1909
 SY1909  HORZ ORDER  -  SECOND
 SY1909
 SY1909.The horizontal coordinates were established by classical geodetic methods
 SY1909.and adjusted by the National Geodetic Survey in December 1991..
 SY1909
 SY1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1909
 SY1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1909
 SY1909.The geoid height was determined by GEOID03.
 SY1909
 SY1909;                    North         East     Units Scale Factor Converg.
 SY1909;SPC WA N     -    48,492.652   409,245.743   MT  1.00001384   -0 53 44.3
 SY1909;SPC WA N     -   159,096.31  1,342,667.08   sFT  1.00001384   -0 53 44.3
 SY1909;UTM  10      - 5,253,375.212   572,675.893   MT  0.99966491   +0 42 35.1
 SY1909
 SY1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1909!SPC WA N     -   0.99997824  x   1.00001384  =   0.99999208
 SY1909!UTM  10      -   0.99997824  x   0.99966491  =   0.99964316
 SY1909
 SY1909:                Primary Azimuth Mark                     Grid Az
 SY1909:SPC WA N     -  EP 26 K CO 1972                          091 20 37.6
 SY1909:UTM  10      -  EP 26 K CO 1972                          089 44 18.2
 SY1909
 SY1909|---------------------------------------------------------------------|
 SY1909| PID    Reference Object                     Distance      Geod. Az  |
 SY1909|                                                           dddmmss.s |
 SY1909| SY1903 EP 26 K CO 1972                     APPROX. 0.9 KM 0902653.3 |
 SY1909| SY1910 EP 24 K CO 1972                     278.817 METERS 32727     |
 SY1909|---------------------------------------------------------------------|
 SY1909
 SY1909                          SUPERSEDED SURVEY CONTROL
 SY1909
 SY1909  NAD 83(1986)-  47 25 47.17548(N)    122 02 10.69392(W) AD(       ) 2
 SY1909  NAD 27      -  47 25 47.81174(N)    122 02 06.27479(W) AD(       ) 2
 SY1909  NGVD 29 (07/19/86)  160.4    (m)          526.     (f) VERT ANG       
 SY1909
 SY1909.Superseded values are not recommended for survey control.
 SY1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1909.See file dsdata.txt to determine how the superseded data were derived.
 SY1909
 SY1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7267653375(NAD 83)
 SY1909_MARKER: Z = SEE DESCRIPTION
 SY1909_SETTING: 0 = UNSPECIFIED SETTING
 SY1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1909
 SY1909  HISTORY     - Date     Condition        Report By
 SY1909  HISTORY     - 1972     MONUMENTED       WA-033
 SY1909
 SY1909                          STATION DESCRIPTION
 SY1909
 SY1909'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1909'LOCATION--MAPLE VALLEY (NORTH)
 SY1909'
 SY1909'POINT IS SET FLUSH ON TOP OF SMALL BANK, 68 FT N.W. AND 17.5 FT
 SY1909'S.W. OF INTERSECTION OF S.E. 192ND ST. AND LAKE FRANCIS RD. S.E.
 SY1909'
 SY1909'POINT IS 24.5 FT N.W. OF SPIKE IN POWER POLE.
 SY1909'
 SY1909'POINT IS 41.7 FT WEST OF SPIKE IN 30 IN FIR TREE.
 SY1909'
 SY1909'POINT IS 33.4 FT W.S.W. OF SPIKE IN 15 IN FIR TREE.
 SY1909'
 SY1909'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT FLUSH.
 SY1909'
 SY1909'SUB-SURFACE MONUMENT--NONE
 SY1909'
 SY1909'DISK STAMPED--EP-25, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1903 ***********************************************************************
 SY1903  DESIGNATION -  EP 26 K CO 1972
 SY1903  PID         -  SY1903
 SY1903  STATE/COUNTY-  WA/KING
 SY1903  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1903
 SY1903                         *CURRENT SURVEY CONTROL
 SY1903  ___________________________________________________________________
 SY1903* NAD 83(1991)-  47 25 46.94309(N)    122 01 25.65904(W)     ADJUSTED  
 SY1903* NAVD 88     -       166.7    (meters)     547.     (feet)  VERTCON   
 SY1903  ___________________________________________________________________
 SY1903  LAPLACE CORR-          11.34  (seconds)                    DEFLEC99
 SY1903  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY1903
 SY1903  HORZ ORDER  -  SECOND
 SY1903
 SY1903.The horizontal coordinates were established by classical geodetic methods
 SY1903.and adjusted by the National Geodetic Survey in December 1991..
 SY1903
 SY1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1903
 SY1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1903
 SY1903.The geoid height was determined by GEOID03.
 SY1903
 SY1903;                    North         East     Units Scale Factor Converg.
 SY1903;SPC WA N     -    48,470.524   410,189.119   MT  1.00001385   -0 53 10.8
 SY1903;SPC WA N     -   159,023.71  1,345,762.13   sFT  1.00001385   -0 53 10.8
 SY1903;UTM  10      - 5,253,379.519   573,619.190   MT  0.99966660   +0 43 08.2
 SY1903
 SY1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1903!SPC WA N     -   0.99997742  x   1.00001385  =   0.99999127
 SY1903!UTM  10      -   0.99997742  x   0.99966660  =   0.99964402
 SY1903
 SY1903|---------------------------------------------------------------------|
 SY1903| PID    Reference Object                     Distance      Geod. Az  |
 SY1903|                                                           dddmmss.s |
 SY1903| SY1901 EP 27 K CO 1972                     305.895 METERS 09109     |
 SY1903| SY1909 EP 25 K CO 1972                     APPROX. 0.9 KM 2702726.5 |
 SY1903|---------------------------------------------------------------------|
 SY1903
 SY1903                          SUPERSEDED SURVEY CONTROL
 SY1903
 SY1903  NAD 83(1986)-  47 25 46.93381(N)    122 01 25.66793(W) AD(       ) 2
 SY1903  NAD 27      -  47 25 47.56996(N)    122 01 21.25016(W) AD(       ) 2
 SY1903  NGVD 29 (07/19/86)  165.6    (m)          543.     (f) VERT ANG       
 SY1903
 SY1903.Superseded values are not recommended for survey control.
 SY1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1903.See file dsdata.txt to determine how the superseded data were derived.
 SY1903
 SY1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7361953380(NAD 83)
 SY1903_MARKER: Z = SEE DESCRIPTION
 SY1903_SETTING: 0 = UNSPECIFIED SETTING
 SY1903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1903
 SY1903  HISTORY     - Date     Condition        Report By
 SY1903  HISTORY     - 1972     MONUMENTED       WA-033
 SY1903
 SY1903                          STATION DESCRIPTION
 SY1903
 SY1903'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1903'LOCATION--N.N.E. OF MAPLE VALLEY
 SY1903'
 SY1903'STATION IS BURIED IN GRAVEL AND GRASS SHOULDER, APPROX. 0.35
 SY1903'MILE WEST AND 11.5 FT NORTH OF 244TH AVENUE S.E. AND S.E. 192ND
 SY1903'ST. INTERSECTION.
 SY1903'
 SY1903'POINT IS 11.2 FT S.W. OF SPIKE IN UTILITY POLE.
 SY1903'
 SY1903'POINT IS 19.3 FT S.E. OF SPIKE IN BASE OF CORNER FENCE POST.
 SY1903'
 SY1903'POINT IS 46.2 FT N.N.E. OF SPIKE IN SIDE OF CORNER FENCE POST.
 SY1903'
 SY1903'POINT IS 16.0 FT SOUTH OF E-W BARB-WIRE FENCE.
 SY1903'
 SY1903'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 6 IN DOWN.
 SY1903'
 SY1903'SUB-SURFACE MONUMENT--NONE
 SY1903'
 SY1903'DISK STAMPED--EP-26, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1901 ***********************************************************************
 SY1901  DESIGNATION -  EP 27 K CO 1972
 SY1901  PID         -  SY1901
 SY1901  STATE/COUNTY-  WA/KING
 SY1901  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1901
 SY1901                         *CURRENT SURVEY CONTROL
 SY1901  ___________________________________________________________________
 SY1901* NAD 83(1991)-  47 25 46.74478(N)    122 01 11.06543(W)     ADJUSTED  
 SY1901* NAVD 88     -       171.3    (meters)     562.     (feet)  VERTCON   
 SY1901  ___________________________________________________________________
 SY1901  LAPLACE CORR-          11.70  (seconds)                    DEFLEC99
 SY1901  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY1901
 SY1901  HORZ ORDER  -  SECOND
 SY1901
 SY1901.The horizontal coordinates were established by classical geodetic methods
 SY1901.and adjusted by the National Geodetic Survey in December 1991..
 SY1901
 SY1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1901
 SY1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1901
 SY1901.The geoid height was determined by GEOID03.
 SY1901
 SY1901;                    North         East     Units Scale Factor Converg.
 SY1901;SPC WA N     -    48,459.677   410,494.826   MT  1.00001387   -0 52 59.9
 SY1901;SPC WA N     -   158,988.12  1,346,765.11   sFT  1.00001387   -0 52 59.9
 SY1901;UTM  10      - 5,253,377.241   573,924.975   MT  0.99966716   +0 43 19.0
 SY1901
 SY1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1901!SPC WA N     -   0.99997669  x   1.00001387  =   0.99999056
 SY1901!UTM  10      -   0.99997669  x   0.99966716  =   0.99964386
 SY1901
 SY1901|---------------------------------------------------------------------|
 SY1901| PID    Reference Object                     Distance      Geod. Az  |
 SY1901|                                                           dddmmss.s |
 SY1901| SY1930 EP 28 K CO 1972                     304.030 METERS 09016     |
 SY1901| SY1931 SEC COR 34 35 3 2                   298.541 METERS 09128     |
 SY1901| SY1909 EP 25 K CO 1972                     APPROX. 1.2 KM 2703743.9 |
 SY1901| SY1903 EP 26 K CO 1972                     305.895 METERS 27109     |
 SY1901|---------------------------------------------------------------------|
 SY1901
 SY1901                          SUPERSEDED SURVEY CONTROL
 SY1901
 SY1901  NAD 83(1986)-  47 25 46.73542(N)    122 01 11.07421(W) AD(       ) 2
 SY1901  NAD 27      -  47 25 47.37154(N)    122 01 06.65695(W) AD(       ) 2
 SY1901  NGVD 29 (07/19/86)  170.2    (m)          558.     (f) VERT ANG       
 SY1901
 SY1901.Superseded values are not recommended for survey control.
 SY1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1901.See file dsdata.txt to determine how the superseded data were derived.
 SY1901
 SY1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7392553377(NAD 83)
 SY1901_MARKER: Z = SEE DESCRIPTION
 SY1901_SETTING: 0 = UNSPECIFIED SETTING
 SY1901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1901
 SY1901  HISTORY     - Date     Condition        Report By
 SY1901  HISTORY     - 1972     MONUMENTED       WA-033
 SY1901
 SY1901                          STATION DESCRIPTION
 SY1901
 SY1901'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1901'LOCATION--N.N.E. OF MAPLE VALLEY
 SY1901'
 SY1901'STATION BURIED IN GRAVEL AND GRASS SHOULDER, 0.20 MILE WEST AND
 SY1901'11.5 FT NORTH OF 244TH AVENUE S.E. AND S.E. 192ND ST. INTERSECTION.
 SY1901'
 SY1901'POINT IS 37.6 FT N.E. OF N.W. FENCE CORNER
 SY1901'
 SY1901'POINT IS 29.8 FT NORTH OF E-W BARB-WIRE FENCE.
 SY1901'
 SY1901'POINT IS 45.0 FT WEST OF GRAVEL DRIVEWAY TO NORTH (CENTERLINE)
 SY1901'
 SY1901'POINT IS 36.5 FT EAST OF PROJECTED CENTERLINE OF GRAVEL DRIVEWAY
 SY1901'TO SOUTH.
 SY1901'
 SY1901'POINT IS 20.5 FT S.E. OF FACE OF 54 IN ROTTEN STUMP.
 SY1901'
 SY1901'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 6 IN DOWN.
 SY1901'
 SY1901'SUB-SURFACE MONUMENT--NONE
 SY1901'
 SY1901'DISK STAMPED--EP-27, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1930 ***********************************************************************
 SY1930  DESIGNATION -  EP 28 K CO 1972
 SY1930  PID         -  SY1930
 SY1930  STATE/COUNTY-  WA/KING
 SY1930  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1930
 SY1930                         *CURRENT SURVEY CONTROL
 SY1930  ___________________________________________________________________
 SY1930* NAD 83(1991)-  47 25 46.69935(N)    122 00 56.55808(W)     ADJUSTED  
 SY1930* NAVD 88     -       171.2    (meters)     562.     (feet)  VERTCON   
 SY1930  ___________________________________________________________________
 SY1930  LAPLACE CORR-          12.01  (seconds)                    DEFLEC99
 SY1930  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 SY1930
 SY1930  HORZ ORDER  -  SECOND
 SY1930
 SY1930.The horizontal coordinates were established by classical geodetic methods
 SY1930.and adjusted by the National Geodetic Survey in December 1991..
 SY1930
 SY1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1930
 SY1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1930
 SY1930.The geoid height was determined by GEOID03.
 SY1930
 SY1930;                    North         East     Units Scale Factor Converg.
 SY1930;SPC WA N     -    48,453.595   410,798.799   MT  1.00001387   -0 52 49.1
 SY1930;SPC WA N     -   158,968.17  1,347,762.39   sFT  1.00001387   -0 52 49.1
 SY1930;UTM  10      - 5,253,379.676   574,228.894   MT  0.99966771   +0 43 29.7
 SY1930
 SY1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1930!SPC WA N     -   0.99997671  x   1.00001387  =   0.99999058
 SY1930!UTM  10      -   0.99997671  x   0.99966771  =   0.99964442
 SY1930
 SY1930|---------------------------------------------------------------------|
 SY1930| PID    Reference Object                     Distance      Geod. Az  |
 SY1930|                                                           dddmmss.s |
 SY1930| SY1931 SEC COR 34 35 3 2                     8.409 METERS 22137     |
 SY1930| SY1901 EP 27 K CO 1972                     304.030 METERS 27016     |
 SY1930| SY1899 EP 29 K CO 1972                     APPROX. 0.8 KM 3594434.7 |
 SY1930|---------------------------------------------------------------------|
 SY1930
 SY1930                          SUPERSEDED SURVEY CONTROL
 SY1930
 SY1930  NAD 83(1986)-  47 25 46.68990(N)    122 00 56.56688(W) AD(       ) 2
 SY1930  NAD 27      -  47 25 47.32601(N)    122 00 52.15002(W) AD(       ) 2
 SY1930  NGVD 29 (07/19/86)  170.1    (m)          558.     (f) VERT ANG       
 SY1930
 SY1930.Superseded values are not recommended for survey control.
 SY1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1930.See file dsdata.txt to determine how the superseded data were derived.
 SY1930
 SY1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7422953380(NAD 83)
 SY1930_MARKER: Z = SEE DESCRIPTION
 SY1930_SETTING: 0 = UNSPECIFIED SETTING
 SY1930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1930
 SY1930  HISTORY     - Date     Condition        Report By
 SY1930  HISTORY     - 1972     MONUMENTED       WA-033
 SY1930
 SY1930                          STATION DESCRIPTION
 SY1930
 SY1930'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1930'LOCATION--NORTHEAST OF MAPLE VALLEY
 SY1930'
 SY1930'STATION SET FLUSH IN GRASS SHOULDER, 21 FT NORTH AND 17 FT
 SY1930'EAST OF S.E. 192ND ST. AND 244TH AVE. S.E. INTERSECTION.
 SY1930'
 SY1930'POINT IS 5.4 FT WEST OF SPIKE IN UTILITY POLE.
 SY1930'
 SY1930'POINT IS 7.7 FT S.W. OF S.W. FENCE CORNER.
 SY1930'
 SY1930'POINT IS 58.1 FT S.S.W. OF FACE OF 30 IN CEDAR TREE.
 SY1930'
 SY1930'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT FLUSH.
 SY1930'
 SY1930'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 3 FT
 SY1930'DOWN NAILED TO POWER POLE.
 SY1930'
 SY1930'DISK STAMPED--EP-28, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1899 ***********************************************************************
 SY1899  DESIGNATION -  EP 29 K CO 1972
 SY1899  PID         -  SY1899
 SY1899  STATE/COUNTY-  WA/KING
 SY1899  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1899
 SY1899                         *CURRENT SURVEY CONTROL
 SY1899  ___________________________________________________________________
 SY1899* NAD 83(1991)-  47 26 12.71142(N)    122 00 56.73006(W)     ADJUSTED  
 SY1899* NAVD 88     -       208.6    (meters)     684.     (feet)  VERTCON   
 SY1899  ___________________________________________________________________
 SY1899  LAPLACE CORR-          12.31  (seconds)                    DEFLEC99
 SY1899  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY1899
 SY1899  HORZ ORDER  -  SECOND
 SY1899
 SY1899.The horizontal coordinates were established by classical geodetic methods
 SY1899.and adjusted by the National Geodetic Survey in December 1991..
 SY1899
 SY1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1899
 SY1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1899
 SY1899.The geoid height was determined by GEOID03.
 SY1899
 SY1899;                    North         East     Units Scale Factor Converg.
 SY1899;SPC WA N     -    49,256.901   410,807.538   MT  1.00001238   -0 52 49.2
 SY1899;SPC WA N     -   161,603.68  1,347,791.06   sFT  1.00001238   -0 52 49.2
 SY1899;UTM  10      - 5,254,182.633   574,215.131   MT  0.99966769   +0 43 29.9
 SY1899
 SY1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1899!SPC WA N     -   0.99997085  x   1.00001238  =   0.99998323
 SY1899!UTM  10      -   0.99997085  x   0.99966769  =   0.99963855
 SY1899
 SY1899|---------------------------------------------------------------------|
 SY1899| PID    Reference Object                     Distance      Geod. Az  |
 SY1899|                                                           dddmmss.s |
 SY1899| SY1896 EP 30 K CO 1972                     303.503 METERS 08956     |
 SY1899| SY1900 FP 91 K CO 1971                     APPROX. 3.2 KM 1801813.8 |
 SY1899|---------------------------------------------------------------------|
 SY1899
 SY1899                          SUPERSEDED SURVEY CONTROL
 SY1899
 SY1899  NAD 83(1986)-  47 26 12.70211(N)    122 00 56.73862(W) AD(       ) 2
 SY1899  NAD 27      -  47 26 13.33814(N)    122 00 52.32147(W) AD(       ) 2
 SY1899  NGVD 29 (07/19/86)  207.5    (m)          681.     (f) VERT ANG       
 SY1899
 SY1899.Superseded values are not recommended for survey control.
 SY1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1899.See file dsdata.txt to determine how the superseded data were derived.
 SY1899
 SY1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7421554183(NAD 83)
 SY1899_MARKER: Z = SEE DESCRIPTION
 SY1899_SETTING: 0 = UNSPECIFIED SETTING
 SY1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1899
 SY1899  HISTORY     - Date     Condition        Report By
 SY1899  HISTORY     - 1972     MONUMENTED       WA-033
 SY1899
 SY1899                          STATION DESCRIPTION
 SY1899
 SY1899'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1899'LOCATION--N.E. OF MAPLE VALLEY
 SY1899'
 SY1899'STATION IS SET FLUSH IN MOWED GRASS ABOUT ON PROJECTED
 SY1899'CENTERLINE OF S.E. 184TH ST. AND 15 FT WEST OF CENTERLINE OF
 SY1899'S.E. 184TH ST. AND 15 FT WEST OF CENTERLINE OF 244TH AVENUE
 SY1899'S.E.
 SY1899'
 SY1899'POINT IS 22.7 FT S.S.E. OF SPIKE IN GUY POLE.
 SY1899'
 SY1899'POINT IS 40.1 FT S.W. OF SPIKE IN UTILITY POLE.
 SY1899'
 SY1899'POINT IS 4.8 FT E.N.E. OF NORTH END OF WOODEN FENCE.
 SY1899'
 SY1899'POINT IS 45.5 FT NORTH OF CONCRETE AND GRAVEL DRIVEWAY
 SY1899'(CENTERLINE)
 SY1899'
 SY1899'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT FLUSH.
 SY1899'
 SY1899'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 3 FT
 SY1899'DOWN.
 SY1899'
 SY1899'DISK STAMPED--EP-29, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1896 ***********************************************************************
 SY1896  DESIGNATION -  EP 30 K CO 1972
 SY1896  PID         -  SY1896
 SY1896  STATE/COUNTY-  WA/KING
 SY1896  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1896
 SY1896                         *CURRENT SURVEY CONTROL
 SY1896  ___________________________________________________________________
 SY1896* NAD 83(1991)-  47 26 12.72243(N)    122 00 42.24570(W)     ADJUSTED  
 SY1896* NAVD 88     -       223.1    (meters)     732.     (feet)  VERTCON   
 SY1896  ___________________________________________________________________
 SY1896  LAPLACE CORR-          12.62  (seconds)                    DEFLEC99
 SY1896  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 SY1896
 SY1896  HORZ ORDER  -  SECOND
 SY1896
 SY1896.The horizontal coordinates were established by classical geodetic methods
 SY1896.and adjusted by the National Geodetic Survey in December 1991..
 SY1896
 SY1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1896
 SY1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1896
 SY1896.The geoid height was determined by GEOID03.
 SY1896
 SY1896;                    North         East     Units Scale Factor Converg.
 SY1896;SPC WA N     -    49,252.585   411,111.014   MT  1.00001237   -0 52 38.4
 SY1896;SPC WA N     -   161,589.52  1,348,786.72   sFT  1.00001237   -0 52 38.4
 SY1896;UTM  10      - 5,254,186.820   574,518.505   MT  0.99966824   +0 43 40.5
 SY1896
 SY1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1896!SPC WA N     -   0.99996857  x   1.00001237  =   0.99998094
 SY1896!UTM  10      -   0.99996857  x   0.99966824  =   0.99963682
 SY1896
 SY1896                          SUPERSEDED SURVEY CONTROL
 SY1896
 SY1896  NAD 83(1986)-  47 26 12.71308(N)    122 00 42.25420(W) AD(       ) 2
 SY1896  NAD 27      -  47 26 13.34905(N)    122 00 37.83749(W) AD(       ) 2
 SY1896  NGVD 29 (07/19/86)  222.0    (m)          728.     (f) VERT ANG       
 SY1896
 SY1896.Superseded values are not recommended for survey control.
 SY1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1896.See file dsdata.txt to determine how the superseded data were derived.
 SY1896
 SY1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7451954187(NAD 83)
 SY1896_MARKER: Z = SEE DESCRIPTION
 SY1896_SETTING: 0 = UNSPECIFIED SETTING
 SY1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1896
 SY1896  HISTORY     - Date     Condition        Report By
 SY1896  HISTORY     - 1972     MONUMENTED       WA-033
 SY1896
 SY1896                          STATION DESCRIPTION
 SY1896
 SY1896'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1896'LOCATION--N.E. MAPLE VALLEY
 SY1896'
 SY1896'POINT IS LOCATED ON NORTH SIDE OF S.E. 184TH ST. AND ABOUT
 SY1896'0.15 MILE EAST OF 244TH AVENUE S.E.
 SY1896'
 SY1896'POINT IS 20.0 FT NORTH OF S.E. 184TH STREET CENTERLINE.
 SY1896'
 SY1896'POINT IS 7.0 FT EAST OF DRIVEWAY CENTERLINE.
 SY1896'
 SY1896'POINT IS 20.0 FT WEST OF DRIVEWAY CENTERLINE.
 SY1896'
 SY1896'POINT IS 16.3 FT S.E. OF CORNER FENCE POST (WHITE)
 SY1896'
 SY1896'POINT IS 16.5 FT S.W. OF CORNER FENCE POST (WHITE)
 SY1896'
 SY1896'POINT IS 53.5 FT N.N.W. OF FACE OF 12 IN CEDAR TREE.
 SY1896'
 SY1896'SURFACE MONUMENT--STANDARD K.C.S. DISK SET IN CONCRETE ON
 SY1896'SURFACE.
 SY1896'
 SY1896'SUB-SURFACE MONUMENT--STANDARD K.C.S. DISC SET IN CONCRETE
 SY1896'DOWN 3 FT.
 SY1896'
 SY1896'DISK STAMPED--EP-30, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1905 ***********************************************************************
 SY1905  DESIGNATION -  EP 31 K CO 1973
 SY1905  PID         -  SY1905
 SY1905  STATE/COUNTY-  WA/KING
 SY1905  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1905
 SY1905                         *CURRENT SURVEY CONTROL
 SY1905  ___________________________________________________________________
 SY1905* NAD 83(1991)-  47 27 35.16641(N)    122 01 34.46253(W)     ADJUSTED  
 SY1905* NAVD 88     -       105.0    (meters)     344.     (feet)  VERTCON   
 SY1905  ___________________________________________________________________
 SY1905  LAPLACE CORR-          11.82  (seconds)                    DEFLEC99
 SY1905  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 SY1905
 SY1905  HORZ ORDER  -  SECOND
 SY1905
 SY1905.The horizontal coordinates were established by classical geodetic methods
 SY1905.and adjusted by the National Geodetic Survey in December 1991..
 SY1905
 SY1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1905
 SY1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1905
 SY1905.The geoid height was determined by GEOID03.
 SY1905
 SY1905;                    North         East     Units Scale Factor Converg.
 SY1905;SPC WA N     -    51,815.297   410,056.454   MT  1.00000775   -0 53 17.3
 SY1905;SPC WA N     -   169,997.35  1,345,326.88   sFT  1.00000775   -0 53 17.3
 SY1905;UTM  10      - 5,256,718.112   573,392.945   MT  0.99966619   +0 43 03.0
 SY1905
 SY1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1905!SPC WA N     -   0.99998709  x   1.00000775  =   0.99999484
 SY1905!UTM  10      -   0.99998709  x   0.99966619  =   0.99965329
 SY1905
 SY1905:                Primary Azimuth Mark                     Grid Az
 SY1905:SPC WA N     -  TIGER MTN                                063 04 08.0
 SY1905:UTM  10      -  TIGER MTN                                061 27 47.7
 SY1905
 SY1905|---------------------------------------------------------------------|
 SY1905| PID    Reference Object                     Distance      Geod. Az  |
 SY1905|                                                           dddmmss.s |
 SY1905| SX1409 TIGER MTN                           APPROX. 6.8 KM 0621050.7 |
 SY1905| SY3572 SQUAK MTN KING COUNTY RAD MAST      APPROX. 5.2 KM 3415725.9 |
 SY1905|---------------------------------------------------------------------|
 SY1905
 SY1905                          SUPERSEDED SURVEY CONTROL
 SY1905
 SY1905  NAD 83(1986)-  47 27 35.15774(N)    122 01 34.47168(W) AD(       ) 2
 SY1905  NAD 27      -  47 27 35.79379(N)    122 01 30.05238(W) AD(       ) 2
 SY1905  NGVD 29 (07/19/86)  103.9    (m)          341.     (f) VERT ANG       
 SY1905
 SY1905.Superseded values are not recommended for survey control.
 SY1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1905.See file dsdata.txt to determine how the superseded data were derived.
 SY1905
 SY1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7339356718(NAD 83)
 SY1905_MARKER: Z = SEE DESCRIPTION
 SY1905_SETTING: 0 = UNSPECIFIED SETTING
 SY1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1905
 SY1905  HISTORY     - Date     Condition        Report By
 SY1905  HISTORY     - 1973     MONUMENTED       WA-033
 SY1905
 SY1905                          STATION DESCRIPTION
 SY1905
 SY1905'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY1905'POINT IS LOCATED ON THE CEDAR GROVE RD.
 SY1905'
 SY1905'0.15 MILES SOUTH OF INTERSECTION OF CEDAR GROVE RD. SE AND SE
 SY1905'156TH.
 SY1905'
 SY1905'POINT IS 16.0 FT WEST OF CENTERLINE OF CEDAR GROVE RD. SE
 SY1905'
 SY1905'POINT IS 42.0 FT WEST OF SPIKE ON NORTH SIDE OF POWER POLE.
 SY1905'
 SY1905'POINT IS 9.4 FT EAST OF REFERENCE POLE.
 SY1905'
 SY1905'SURFACE MONUMENT--STANDARD K.C. TRIANGULATION DISK DOWN 0.3 FT.
 SY1905'
 SY1905'SUB-SURFACE MONUMENT--STANDARD K.C. TRIANGULATION DISK 3 FT
 SY1905'BELOW SURFACE.
 SY1905'
 SY1905'DISK STAMPED--EP-31, 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1904 ***********************************************************************
 SY1904  DESIGNATION -  EP 32 K CO 1973
 SY1904  PID         -  SY1904
 SY1904  STATE/COUNTY-  WA/KING
 SY1904  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1904
 SY1904                         *CURRENT SURVEY CONTROL
 SY1904  ___________________________________________________________________
 SY1904* NAD 83(1991)-  47 27 57.13208(N)    122 01 29.10657(W)     ADJUSTED  
 SY1904* NAVD 88     -        96.1    (meters)     315.     (feet)  VERTCON   
 SY1904  ___________________________________________________________________
 SY1904  LAPLACE CORR-          12.39  (seconds)                    DEFLEC99
 SY1904  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 SY1904
 SY1904  HORZ ORDER  -  SECOND
 SY1904
 SY1904.The horizontal coordinates were established by classical geodetic methods
 SY1904.and adjusted by the National Geodetic Survey in December 1991..
 SY1904
 SY1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1904
 SY1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1904
 SY1904.The geoid height was determined by GEOID03.
 SY1904
 SY1904;                    North         East     Units Scale Factor Converg.
 SY1904;SPC WA N     -    52,491.855   410,179.122   MT  1.00000654   -0 53 13.3
 SY1904;SPC WA N     -   172,217.03  1,345,729.34   sFT  1.00000654   -0 53 13.3
 SY1904;UTM  10      - 5,257,397.610   573,496.572   MT  0.99966638   +0 43 07.2
 SY1904
 SY1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1904!SPC WA N     -   0.99998849  x   1.00000654  =   0.99999503
 SY1904!UTM  10      -   0.99998849  x   0.99966638  =   0.99965487
 SY1904
 SY1904:                Primary Azimuth Mark                     Grid Az
 SY1904:SPC WA N     -  EP 20 K CO 1972                          332 55 11.6
 SY1904:UTM  10      -  EP 20 K CO 1972                          331 18 51.1
 SY1904
 SY1904|---------------------------------------------------------------------|
 SY1904| PID    Reference Object                     Distance      Geod. Az  |
 SY1904|                                                           dddmmss.s |
 SY1904| SY1907 EP 20 K CO 1972                     477.257 METERS 3320158.3 |
 SY1904| SY3572 SQUAK MTN KING COUNTY RAD MAST      APPROX. 4.6 KM 3380047.3 |
 SY1904|---------------------------------------------------------------------|
 SY1904
 SY1904                          SUPERSEDED SURVEY CONTROL
 SY1904
 SY1904  NAD 83(1986)-  47 27 57.12347(N)    122 01 29.11549(W) AD(       ) 2
 SY1904  NAD 27      -  47 27 57.75949(N)    122 01 24.69615(W) AD(       ) 2
 SY1904  NGVD 29 (07/19/86)   95.0    (m)          312.     (f) VERT ANG       
 SY1904
 SY1904.Superseded values are not recommended for survey control.
 SY1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1904.See file dsdata.txt to determine how the superseded data were derived.
 SY1904
 SY1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7349757398(NAD 83)
 SY1904_MARKER: Z = SEE DESCRIPTION
 SY1904_SETTING: 0 = UNSPECIFIED SETTING
 SY1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1904
 SY1904  HISTORY     - Date     Condition        Report By
 SY1904  HISTORY     - 1973     MONUMENTED       WA-033
 SY1904
 SY1904                          STATION DESCRIPTION
 SY1904
 SY1904'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY1904'POINT IS LOCATED ON THE CEDAR GROVE RD., 0.6 MILE SOUTH OF THE
 SY1904'INTERSECTION OF THE ISSAQUAH - HOBART RD., AND THE CEDAR GROVE
 SY1904'RD.
 SY1904'
 SY1904'POINT IS 15.5 FT EAST OF CENTERLINE AND 23 FT SOUTH OF THE
 SY1904'CENTERLINE OF A GRAVEL DRWY.
 SY1904'
 SY1904'POINT IS 70.7 FT SE OF A SPIKE IN A POWER POLE AND 35.4
 SY1904'FT S.W. OF A SPIKE IN TELEPHONE POLE
 SY1904'
 SY1904'SURFACE MONUMENT--STANDARD KCS DISK SET IN CONCRETE MONUMENT
 SY1904'BURIED 6 IN
 SY1904'
 SY1904'SUB-SURFACE MONUMENT--STANDARD K.C.S. DISK SET IN CONCRETE
 SY1904'BURIED 3.5 FT
 SY1904'
 SY1904'DISK STAMPED--EP-32, 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1437 ***********************************************************************
 SX1437  DESIGNATION -  EP 33
 SX1437  PID         -  SX1437
 SX1437  STATE/COUNTY-  WA/KING
 SX1437  USGS QUAD   -  HOBART (1993)
 SX1437
 SX1437                         *CURRENT SURVEY CONTROL
 SX1437  ___________________________________________________________________
 SX1437* NAD 83(1991)-  47 26 08.19018(N)    121 58 46.58130(W)     ADJUSTED  
 SX1437* NAVD 88     -       148.7    (meters)     488.     (feet)  VERTCON   
 SX1437  ___________________________________________________________________
 SX1437  LAPLACE CORR-          15.42  (seconds)                    DEFLEC99
 SX1437  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 SX1437
 SX1437  HORZ ORDER  -  SECOND
 SX1437
 SX1437.The horizontal coordinates were established by classical geodetic methods
 SX1437.and adjusted by the National Geodetic Survey in December 1991..
 SX1437
 SX1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1437
 SX1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1437
 SX1437.The geoid height was determined by GEOID03.
 SX1437
 SX1437;                    North         East     Units Scale Factor Converg.
 SX1437;SPC WA N     -    49,076.024   413,532.297   MT  1.00001263   -0 51 12.3
 SX1437;SPC WA N     -   161,010.26  1,356,730.54   sFT  1.00001263   -0 51 12.3
 SX1437;UTM  10      - 5,254,078.188   576,942.953   MT  0.99967275   +0 45 05.7
 SX1437
 SX1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1437!SPC WA N     -   0.99998021  x   1.00001263  =   0.99999284
 SX1437!UTM  10      -   0.99998021  x   0.99967275  =   0.99965296
 SX1437
 SX1437:                Primary Azimuth Mark                     Grid Az
 SX1437:SPC WA N     -  ER 9                                     088 26 18.4
 SX1437:UTM  10      -  ER 9                                     086 50 00.4
 SX1437
 SX1437|---------------------------------------------------------------------|
 SX1437| PID    Reference Object                     Distance      Geod. Az  |
 SX1437|                                                           dddmmss.s |
 SX1437| SX1435 ER 9                                APPROX. 0.8 KM 0873506.1 |
 SX1437| SX1436 EP 13                               153.022 METERS 10522     |
 SX1437|---------------------------------------------------------------------|
 SX1437
 SX1437                          SUPERSEDED SURVEY CONTROL
 SX1437
 SX1437  NAD 83(1986)-  47 26 08.18018(N)    121 58 46.58759(W) AD(       ) 2
 SX1437  NAD 27      -  47 26 08.81497(N)    121 58 42.17524(W) AD(       ) 2
 SX1437  NGVD 29 (07/19/86)  147.6    (m)          484.     (f) VERT ANG       
 SX1437
 SX1437.Superseded values are not recommended for survey control.
 SX1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1437.See file dsdata.txt to determine how the superseded data were derived.
 SX1437
 SX1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7694354078(NAD 83)
 SX1437_MARKER: Z = SEE DESCRIPTION
 SX1437_SETTING: 0 = UNSPECIFIED SETTING
 SX1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1437
 SX1437  HISTORY     - Date     Condition        Report By
 SX1437  HISTORY     - 1973     MONUMENTED       WA-033
 SX1437
 SX1437                          STATION DESCRIPTION
 SX1437
 SX1437'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1437'STATION IS BURIED IN WESTERLY SHOULDER OF THE ON AND OFF RAMP
 SX1437'CONNECTING STATE HWY 18 AND THE ISSAQUAH-HOBART RD.  STATION IS
 SX1437'NEAR THE MIDPOINT OF CURVE OF THE CONNECTING RAMP.
 SX1437'
 SX1437'POINT IS 18.7 FT NW OF CL OF RAMP.
 SX1437'
 SX1437'POINT IS 40.5 FT SW OF NLY END OF 18 IN CONC. CULVERT.
 SX1437'
 SX1437'POINT IS 50.5 FT W OF SLY END OF 18 IN CONC. CULVERT.
 SX1437'
 SX1437'POINT IS 4.5 FT SE OF A REF. POST.
 SX1437'
 SX1437'SURFACE MONUMENT--STAND. K.C.S. DISK IN CONC. - 6 IN DOWN.
 SX1437'
 SX1437'SUB-SURFACE MONUMENT--NONE
 SX1437'
 SX1437'DISK STAMPED--EP-33 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5433 ***********************************************************************
 AC5433  SACS        -  This is a Secondary Airport Control Station.
 AC5433  DESIGNATION -  EPH AP STA A2 1962
 AC5433  PID         -  AC5433
 AC5433  STATE/COUNTY-  WA/GRANT
 AC5433  USGS QUAD   -  EPHRATA (1978)
 AC5433
 AC5433                         *CURRENT SURVEY CONTROL
 AC5433  ___________________________________________________________________
 AC5433* NAD 83(1998)-  47 17 53.01523(N)    119 30 46.03513(W)     ADJUSTED  
 AC5433* NAVD 88     -       382.90   (meters)    1256.2    (feet)  GPS OBS   
 AC5433  ___________________________________________________________________
 AC5433  X           -  -2,134,828.400 (meters)                     COMP
 AC5433  Y           -  -3,771,332.256 (meters)                     COMP
 AC5433  Z           -   4,664,567.021 (meters)                     COMP
 AC5433  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AC5433  ELLIP HEIGHT-         362.48  (meters)          (07/02/01) GPS OBS
 AC5433  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 AC5433
 AC5433  HORZ ORDER  -  FIRST
 AC5433  ELLP ORDER  -  THIRD     CLASS II
 AC5433
 AC5433.This mark is at Ephrata Municipal Airport (EPH)
 AC5433
 AC5433.The horizontal coordinates were established by GPS observations
 AC5433.and adjusted by the National Geodetic Survey in July 2001..
 AC5433.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5433.DATUM ITEM on the data sheet items page.
 AC5433
 AC5433.The orthometric height was determined by GPS observations and a
 AC5433.high-resolution geoid model.
 AC5433
 AC5433.GPS derived orthometric heights for airport stations designated as
 AC5433.PACS or SACS are published to 2 decimal places.  This maintains
 AC5433.centimeter relative accuracy between the PACS and SACS.  It does
 AC5433.not indicate centimeter accuracy relative to other marks which are
 AC5433.part of the NAVD 88 network.
 AC5433
 AC5433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5433
 AC5433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5433
 AC5433.The ellipsoidal height was determined by GPS observations
 AC5433.and is referenced to NAD 83.
 AC5433
 AC5433.The geoid height was determined by GEOID03.
 AC5433
 AC5433;                    North         East     Units Scale Factor Converg.
 AC5433;SPC WA S     -   218,855.645   574,662.319   MT  0.99999212   +0 43 01.6
 AC5433;SPC WA S     -   718,028.90  1,885,371.29   sFT  0.99999212   +0 43 01.6
 AC5433;UTM  11      - 5,241,349.506   310,033.675   MT  1.00004352   -1 50 49.8
 AC5433
 AC5433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5433!SPC WA S     -   0.99994319  x   0.99999212  =   0.99993531
 AC5433!UTM  11      -   0.99994319  x   1.00004352  =   0.99998670
 AC5433
 AC5433                          SUPERSEDED SURVEY CONTROL
 AC5433
 AC5433  NAD 83(1998)-  47 17 53.01503(N)    119 30 46.03630(W) AD(       ) 1
 AC5433  ELLIP H (07/23/97)  362.50   (m)                       GP(       ) 3 1
 AC5433
 AC5433.Superseded values are not recommended for survey control.
 AC5433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5433.See file dsdata.txt to determine how the superseded data were derived.
 AC5433
 AC5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN1003441350(NAD 83)
 AC5433_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5433_STAMPING: AP STA A2
 AC5433_MARK LOGO: CGS   
 AC5433_PROJECTION: FLUSH
 AC5433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5433+STABILITY: SURFACE MOTION
 AC5433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5433+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1997
 AC5433
 AC5433  HISTORY     - Date     Condition        Report By
 AC5433  HISTORY     - 1962     MONUMENTED       CGS
 AC5433  HISTORY     - 19900615 GOOD             NGS
 AC5433  HISTORY     - 19960730 GOOD             CHANCE
 AC5433  HISTORY     - 19971117 GOOD             NGS
 AC5433
 AC5433                          STATION DESCRIPTION
 AC5433
 AC5433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC5433'THE STATION IS LOCATED 50.01 FT (15.24 M) WEST OF THE SW CORNER,
 AC5433'STATION AP 1956 STA A, OF RUNWAY 16-34, AND 125 FT (38.1 M) WEST OF
 AC5433'THE CENTERLINE OF RUNWAY 16-34.  THE STATION IS A STANDARD TOPO DISK
 AC5433'STAMPED AP 1962 STA A2, AND IS SET IN A CONCRETE MONUMENT THAT IS 2
 AC5433'INCHES BELOW THE GROUND SURFACE.
 AC5433
 AC5433                          STATION RECOVERY (1996)
 AC5433
 AC5433'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5433'THE STATION IS LOCATED ABOUT 16.5 MILES (26.6 KM) NORTHWEST OF MOSES
 AC5433'LAKE, 17 MILES (27.4 KM) EAST OF QUINCY, IN EAST EPHRATA, AT THE
 AC5433'EPHRATA MUNICIPAL AIRPORT, BARBARA DEYCOUS - AIRPORT ADMINISTRATOR,
 AC5433'PHONE 509-754-3508  TO REACH THE STATION FORM THE INTERSECTION OF
 AC5433'STATE HIGHWAY 28 -ALSO CALLED BASIN STREET- AND DIVISION STREET IN
 AC5433'EPHRATA, PROCEED EAST ON EAST DIVISION STREET 0.95 MILES (1.53 KM) TO
 AC5433'A BEND IN EAST DIVISION STREET WHERE IT BECOMES DIVISION AVE SE,
 AC5433'CONTINUE ON DIVISION AVE SE 0.8 MILES (1.3 KM) TO A GATE AT THE MAIN
 AC5433'TERMINAL BUILDING, PROCEED THROUGH GATE AND ACROSS THE RAMP 0.1 MILES
 AC5433'(0.2 KM) TO JUNCTION WITH A TAXIWAY PARALLELING RUNWAY 2-20, TURN LEFT
 AC5433'AND PROCEED NORTH ON THE TAXIWAY 0.4 MI (0.6 KM) TO AN ABANDONED
 AC5433'RUNWAY, TURN RIGHT AND PROCEED SOUTHEAST ACROSS RUNWAY 2-20 1.2 MILES
 AC5433'(1.9 KM) AND ACROSS RUNWAY 11-29 TO THE STATION ON THE RIGHT 15 M
 AC5433'(49.2 FT) WEST OF THE EXTREME SOUTHWEST CORNER OF THE ABANDONED RUNWAY
 AC5433'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY TOPOGRAPHIC
 AC5433'STATION DISK SET IN TOP OF A ROUND CONCRETE MONUMENT, RECESSED 5 CM
 AC5433'BELOW THE GROUND.  STATION IS LOCATED 15.6 M (51.2 FT) SOUTHWEST OF A
 AC5433'GRATED DRAIN INLET, 15.2 M (49.9 FT) SOUTHWEST OF SURVEY MONUMENT -AP
 AC5433'1952 STA A-, 61.8 M (202.8 FT) WEST OF THE SOUTHERNMOST OF 4 THRESHOLD
 AC5433'LIGHTS, 60.0 M (196.8 FT) SOUTH OF THE CENTERLINE OF RUNWAY 11-29, AND
 AC5433'24.9 M (81.7 FT) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY  THE
 AC5433'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AC5433'WASHINGTON ANA SURVEYS 1996
 AC5433
 AC5433                          STATION RECOVERY (1997)
 AC5433
 AC5433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC5433'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5432 ***********************************************************************
 AC5432  SACS        -  This is a Secondary Airport Control Station.
 AC5432  DESIGNATION -  EPH ARP 2 1962
 AC5432  PID         -  AC5432
 AC5432  STATE/COUNTY-  WA/GRANT
 AC5432  USGS QUAD   -  EPHRATA (1978)
 AC5432
 AC5432                         *CURRENT SURVEY CONTROL
 AC5432  ___________________________________________________________________
 AC5432* NAD 83(1998)-  47 18 26.62402(N)    119 30 42.10969(W)     ADJUSTED  
 AC5432* NAVD 88     -       385.45   (meters)    1264.6    (feet)  GPS OBS   
 AC5432  ___________________________________________________________________
 AC5432  X           -  -2,134,381.696 (meters)                     COMP
 AC5432  Y           -  -3,770,710.511 (meters)                     COMP
 AC5432  Z           -   4,665,272.783 (meters)                     COMP
 AC5432  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 AC5432  ELLIP HEIGHT-         365.04  (meters)          (07/02/01) GPS OBS
 AC5432  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 AC5432
 AC5432  HORZ ORDER  -  FIRST
 AC5432  ELLP ORDER  -  THIRD     CLASS II
 AC5432
 AC5432.This mark is at Ephrata Municipal Airport (EPH)
 AC5432
 AC5432.The horizontal coordinates were established by GPS observations
 AC5432.and adjusted by the National Geodetic Survey in July 2001..
 AC5432.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5432.DATUM ITEM on the data sheet items page.
 AC5432
 AC5432.The orthometric height was determined by GPS observations and a
 AC5432.high-resolution geoid model.
 AC5432
 AC5432.GPS derived orthometric heights for airport stations designated as
 AC5432.PACS or SACS are published to 2 decimal places.  This maintains
 AC5432.centimeter relative accuracy between the PACS and SACS.  It does
 AC5432.not indicate centimeter accuracy relative to other marks which are
 AC5432.part of the NAVD 88 network.
 AC5432
 AC5432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5432
 AC5432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5432
 AC5432.The ellipsoidal height was determined by GPS observations
 AC5432.and is referenced to NAD 83.
 AC5432
 AC5432.The geoid height was determined by GEOID03.
 AC5432
 AC5432;                    North         East     Units Scale Factor Converg.
 AC5432;SPC WA S     -   219,894.510   574,731.776   MT  0.99999417   +0 43 04.4
 AC5432;SPC WA S     -   721,437.24  1,885,599.17   sFT  0.99999417   +0 43 04.4
 AC5432;UTM  11      - 5,242,384.275   310,149.550   MT  1.00004298   -1 50 47.9
 AC5432
 AC5432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5432!SPC WA S     -   0.99994279  x   0.99999417  =   0.99993696
 AC5432!UTM  11      -   0.99994279  x   1.00004298  =   0.99998576
 AC5432
 AC5432                          SUPERSEDED SURVEY CONTROL
 AC5432
 AC5432  NAD 83(1998)-  47 18 26.62383(N)    119 30 42.11085(W) AD(       ) 1
 AC5432  ELLIP H (07/23/97)  365.07   (m)                       GP(       ) 3 1
 AC5432
 AC5432.Superseded values are not recommended for survey control.
 AC5432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5432.See file dsdata.txt to determine how the superseded data were derived.
 AC5432
 AC5432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN1015042384(NAD 83)
 AC5432_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC5432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5432_STAMPING: ARP 2 1962
 AC5432_MARK LOGO: CGS   
 AC5432_PROJECTION: FLUSH
 AC5432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5432+STABILITY: SURFACE MOTION
 AC5432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5432+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1997
 AC5432
 AC5432  HISTORY     - Date     Condition        Report By
 AC5432  HISTORY     - 1962     MONUMENTED       CGS
 AC5432  HISTORY     - 19900615 GOOD             NGS
 AC5432  HISTORY     - 19960730 GOOD             CHANCE
 AC5432  HISTORY     - 19971117 GOOD             NGS
 AC5432
 AC5432                          STATION DESCRIPTION
 AC5432
 AC5432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC5432'THE STATION IS LOCATED 51.02 FT (15.55 M) EAST OF ARP 1956 WHICH IS
 AC5432'LOCATED IN THE BASE OF THE 11TH RUNWAY LIGHT ON THE EAST SIDE OF
 AC5432'RUNWAY 16-34 FROM THE INTERSECTION OF RUNWAYS 16-34 AND 2-20.  THE
 AC5432'MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 2 1962 AND IS SET IN A
 AC5432'CONCRETE POST FLUSH WITH THE GROUND.
 AC5432
 AC5432                          STATION RECOVERY (1996)
 AC5432
 AC5432'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5432'THE STATION IS LOCATED ABOUT 16.5 MILES (26.6 KM) NORTHWEST OF MOSES
 AC5432'LAKE, 17 MILES (27.4 KM) EAST OF QUINCY, IN EAST EPHRATA, AT THE
 AC5432'EPHRATA MUNICIPAL AIRPORT, BARBARA DEYCOUS - AIRPORT ADMINISTRATOR,
 AC5432'PHONE 509-754-3508  TO REACH THE STATION FROM THE INTERSECTION OF
 AC5432'STATE HIGHWAY 28 -ALSO CALLED BASIN STREET- AND DIVISION STREET IN
 AC5432'EPHRATA, PROCEED EAST ON EAST DIVISION STREET 0.95 MILES (1.53 KM) TO
 AC5432'A BEND IN EAST DIVISION STREET WHERE IT BECOMES DIVISION AVE SE,
 AC5432'CONTINUE ON DIVISION AVE SE 0.8 MILES (1.3 KM) TO A GATE AT THE MAIN
 AC5432'TERMINAL BUILDING, PROCEED THROUGH THE GATE AND ACROSS THE RAMP 0.1
 AC5432'MILES (0.2 KM) TO JUNCTION WITH A TAXIWAY PARALLELING RUNWAY 2-20,
 AC5432'TURN LEFT AND PROCEED NORTH ON THE TAXIWAY 0.4 MI (0.6 KM) TO AN
 AC5432'ABANDONED RUNWAY, TURN RIGHT AND PROCEED SOUTHEAST ACROSS RUNWAY 2-20
 AC5432'0.55 MILES (0.89 KM) TO THE STATION ON THE LEFT  THE STATION IS A
 AC5432'STANDARD US COAST AND GEODETIC SURVEY TOPOGRAPHIC STATION DISK SET IN
 AC5432'TOP OF A ROUND CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  THE
 AC5432'STATION IS LOCATED 15.55 M (51.02 FT) EAST OF SURVEY MONUMENT -ARP
 AC5432'1956-, 15.2 M (49.9 FT) EAST OF THE CENTER OF AN ABANDONED RUNWAY
 AC5432'LIGHT BASE, 40.4 M (132.5 FT) NORTH OF A SQUARE GRATED DRAIN INLET,
 AC5432'29.4 M (96.5 FT) SOUTH OF ANOTHER SQUARE DRAIN INLET, AND 38.6 M
 AC5432'(126.6 FT) EAST OF THE CENTERLINE OF THE ABANDONED RUNWAY  THE STATION
 AC5432'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AC5432'WASHINGTON ANA SURVEYS 1996
 AC5432
 AC5432                          STATION RECOVERY (1997)
 AC5432
 AC5432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC5432'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1529 ***********************************************************************
 SW1529  DESIGNATION -  EPHRATA
 SW1529  PID         -  SW1529
 SW1529  STATE/COUNTY-  WA/GRANT
 SW1529  USGS QUAD   -  EPHRATA (1978)
 SW1529
 SW1529                         *CURRENT SURVEY CONTROL
 SW1529  ___________________________________________________________________
 SW1529* NAD 83(1991)-  47 18 24.44950(N)    119 32 21.52111(W)     ADJUSTED  
 SW1529* NAVD 88     -       405.4    (meters)    1330.     (feet)  VERTCON   
 SW1529  ___________________________________________________________________
 SW1529  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 SW1529  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 SW1529
 SW1529  HORZ ORDER  -  SECOND
 SW1529
 SW1529.This mark is at Ephrata Municipal Airport (EPH)
 SW1529
 SW1529.The horizontal coordinates were established by classical geodetic methods
 SW1529.and adjusted by the National Geodetic Survey in December 1991..
 SW1529
 SW1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1529
 SW1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1529
 SW1529.The geoid height was determined by GEOID03.
 SW1529
 SW1529;                    North         East     Units Scale Factor Converg.
 SW1529;SPC WA S     -   219,801.563   572,644.610   MT  0.99999403   +0 41 52.2
 SW1529;SPC WA S     -   721,132.29  1,878,751.52   sFT  0.99999403   +0 41 52.2
 SW1529;UTM  11      - 5,242,384.816   308,060.203   MT  1.00005278   -1 52 01.0
 SW1529
 SW1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1529!SPC WA S     -   0.99993965  x   0.99999403  =   0.99993368
 SW1529!UTM  11      -   0.99993965  x   1.00005278  =   0.99999242
 SW1529
 SW1529:                Primary Azimuth Mark                     Grid Az
 SW1529:SPC WA S     -  EPHRATA ARMY AIR BASE TANK               027 07 33.6
 SW1529:UTM  11      -  EPHRATA ARMY AIR BASE TANK               029 41 26.8
 SW1529
 SW1529|---------------------------------------------------------------------|
 SW1529| PID    Reference Object                     Distance      Geod. Az  |
 SW1529|                                                           dddmmss.s |
 SW1529| SW1530 EPHRATA ARMY AIR BASE TANK          APPROX. 1.5 KM 0274925.8 |
 SW1529| CF1406 EPHRATA RM 1                          8.960 METERS 05744     |
 SW1529| SW1531 EPHRATA ARMY AIR BASE CONT TWR      APPROX. 1.5 KM 0695340.0 |
 SW1529| CF1405 EPHRATA AZ MK                                      1393735.7 |
 SW1529| CF1407 EPHRATA RM 2                          9.216 METERS 32803     |
 SW1529| SW1528 EPHRATA METH CHURCH STEEPLE         APPROX. 1.4 KM 3470434.9 |
 SW1529|---------------------------------------------------------------------|
 SW1529
 SW1529                          SUPERSEDED SURVEY CONTROL
 SW1529
 SW1529  NAD 83(1986)-  47 18 24.45828(N)    119 32 21.51035(W) AD(       ) 2
 SW1529  NAD 27      -  47 18 24.95300(N)    119 32 17.37600(W) AD(       ) 2
 SW1529  NGVD 29 (07/19/86)  404.3    (m)         1326.     (f) VERT ANG       
 SW1529
 SW1529.Superseded values are not recommended for survey control.
 SW1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1529.See file dsdata.txt to determine how the superseded data were derived.
 SW1529
 SW1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN0806042385(NAD 83)
 SW1529_MARKER: DD = SURVEY DISK
 SW1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1529_MARK LOGO: CGS   
 SW1529_MAGNETIC: N = NO MAGNETIC MATERIAL
 SW1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1529+STABILITY: SURFACE MOTION
 SW1529
 SW1529  HISTORY     - Date     Condition        Report By
 SW1529  HISTORY     - 1948     MONUMENTED       CGS
 SW1529  HISTORY     - 1962     GOOD             CGS
 SW1529  HISTORY     - 1966     GOOD             CGS
 SW1529  HISTORY     - 19960730 POOR             CHANCE
 SW1529  HISTORY     - 20050816 MARK NOT FOUND   GEOCAC
 SW1529
 SW1529                          STATION DESCRIPTION
 SW1529
 SW1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SW1529'THE STATION IS ALONG THE MOSES LAKE-EPHRATA HIGHWAY, ON THE SUMMIT
 SW1529'OF A LOW PLATEAU THAT IS ABOUT 1 MILE SOUTHEAST OF THE CITY OF
 SW1529'EPHRATA AND ABOUT 1/2 MILE SOUTH OF THE CENTER OF THE EPHRATA
 SW1529'ARMY AIR BASE.
 SW1529'
 SW1529'THE STATION MARK, STAMPED EPHRATA 1948, IS A STANDARD STATION
 SW1529'MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH CONCRETE BLOCK
 SW1529'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 5 FEET EAST
 SW1529'OF A TELEPHONE POLE, 31 FEET EAST OF THE CENTER OF THE ROAD, AND
 SW1529'IS MARKED BY A WHITE WITNESS POST ABOUT 6 FEET TO THE SOUTH.
 SW1529'
 SW1529'REFERENCE MARK NUMBER 1, STAMPED EPHRATA NO 1 1948, IS A STANDARD
 SW1529'REFERENCE MARK DISK THAT IS SET IN AN OUTCROPPING ROCK THAT IS
 SW1529'ABOUT FLUSH WITH THE GROUND.
 SW1529'
 SW1529'REFERENCE MARK NUMBER 2, STAMPED EPHRATA NO 2 1948, IS A STANDARD
 SW1529'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 BY 10 INCH
 SW1529'CONCRETE BLOCK THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT
 SW1529'IS ABOUT 35 FEET EAST OF THE CENTER OF THE ROAD.
 SW1529'
 SW1529'THE AZIMUTH MARK, STAMPED EPHRATA 1948, IS A STANDARD REFERENCE
 SW1529'MARK DISK THAT IS SET IN THE TOP OF AN OUTCROP OF ROCK THAT
 SW1529'PROJECTS ABOVE THE GROUND ABOUT 5 INCHES.  IT IS ABOUT 42 FEET
 SW1529'EAST OF THE CENTER OF THE ROAD, 6 FEET WEST OF A WIRE FENCE, 39
 SW1529'FEET SOUTHEAST OF A TELEPHONE POLE WITH THE NUMBER 3 ON IT, AND
 SW1529'ABOUT 24 FEET SOUTH OF A FENCE CORNER.  IT CAN BE REACHED FROM
 SW1529'THE STATION BY GOING SOUTH SOUTHEAST ON THE PAVED HIGHWAY FOR 0.4
 SW1529'MILE TO THE MARK ON THE LEFT.
 SW1529'
 SW1529'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON STATE HIGHWAY
 SW1529'7 AND THE EPHRATA-MOSES LAKE HIGHWAY IN THE SOUTHWESTERN PART OF
 SW1529'THE TOWN OF EPHRATA, GO SOUTHEAST ON THE HIGHWAY TOWARD MOSES LAKE
 SW1529'FOR 1.0 MILE TO THE SUMMIT OF A SMALL RISE AND THE STATION ON THE
 SW1529'LEFT.
 SW1529
 SW1529                          STATION RECOVERY (1962)
 SW1529
 SW1529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MJU)
 SW1529'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD
 SW1529'CONDITION.  THE STATION IS LOCATED BY THE OLD EPHRATA-MOSES LAKE
 SW1529'ROAD.
 SW1529
 SW1529                          STATION RECOVERY (1966)
 SW1529
 SW1529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SW1529'THE STATION IS ABOUT 1 MILE SOUTH OF EPHRATA, 1/2 MILE SOUTHWEST
 SW1529'OF THE EPHRATA MUNICIPAL AIRPORT, AND ON THE EAST SIDE OF A
 SW1529'BARRICADED BLACKTOP ROAD (WHICH IS NO LONGER USED).
 SW1529'
 SW1529'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 SW1529'WHICH PROJECTS 4 INCHES.  IT IS 31 FEET NORTHEAST OF THE CENTER OF
 SW1529'THE OLD ROAD, 5 FEET NORTHEAST OF TELEPHONE POLE NO. 48/22, AND 4
 SW1529'FEET ABOVE THE ROAD.
 SW1529'
 SW1529'REFERENCE MARK NO. 1, STAMPED EPHRATA NO 1 1948, IS A STANDARD
 SW1529'DISK SET IN A ROCK WHICH PROJECTS 1 INCH WITH AN 8-INCH DIAMETER
 SW1529'PORTION EXPOSED.  IT IS 34 FEET NORTHEAST OF THE TELEPHONE POLE
 SW1529'AND 4 FEET HIGHER THAN THE ROAD.  REFERENCE MARK NO. 2, STAMPED
 SW1529'EPHRATA NO 2 1948, IS A STANDARD DISK SET IN A SQUARE CONCRETE
 SW1529'POST WHICH PROJECTS 4 INCHES.  IT IS 10 FEET NORTHEAST OF THE
 SW1529'TOP OF THE ROAD CUT, 32 FEET NORTHWEST OF THE TELEPHONE POLE AND
 SW1529'ABOUT 3 FEET HIGHER THAN THE ROAD.
 SW1529'
 SW1529'THE AZIMUTH MARK, STAMPED EPHRATA 1948, IS A STANDARD DISK SET
 SW1529'IN A BOULDER 16 INCHES IN DIAMETER AND PROJECTING 6 INCHES.  IT IS
 SW1529'42 FEET NORTHEAST OF THE CENTER OF THE ROAD, 39 FEET SOUTHEAST OF
 SW1529'A TELEPHONE POLE, 24 FEET SOUTHEAST OF A FENCE CORNER AND 6 FEET
 SW1529'SOUTHWEST OF A FENCE.  A METAL WITNESS POST WAS SET 1 FOOT EAST
 SW1529'OF THE MARK.
 SW1529'
 SW1529'TO REACH FROM THE INTERSECTION OF 3RD AVENUE SW AND S.  BASIN
 SW1529'STREET IN EPHRATA, GO SOUTHEASTERLY ON 3RD AVENUE SW FOR 0.55 MILE
 SW1529'TO D STREET SE AND SE BLVD., CONTINUE SOUTH-EASTERLY ON SE BLVD
 SW1529'FOR 0.35 MILE TO THE ENTRANCE TO THE EPHRATA SADDLE CLUB ON THE
 SW1529'RIGHT AND AN OLD BARRICADED BLACKTOP ROAD RUNNING SOUTHEAST, ON
 SW1529'THE LEFT.  THE OLD BLACKTOP ROAD CUTS THROUGH A MOUND ABOUT 100
 SW1529'YARDS SOUTHEAST OF THIS POINT, AND THE STATION IS ON THE SUMMIT
 SW1529'OF THE MOUND ON THE NORTHEASTERN SIDE OF THE OLD ROAD.
 SW1529'
 SW1529'TO REACH THE AZIMUTH MARK, CONTINUE SOUTHEAST ON THE OLD ROAD FOR
 SW1529'0.4 MILE (FROM STATION) TO A FENCE CORNER ON THE LEFT AND THE MARK
 SW1529'AS DESCRIBED.
 SW1529
 SW1529                          STATION RECOVERY (1996)
 SW1529
 SW1529'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SW1529'THE STATION WAS RECOVERED BUT IT HAS BEEN DESTROYED.  MONUMENT
 SW1529'CONCRETE WAS RECOVERED, BRASS CAP AND TOP LAYER OF CONCRETE HAVE BEEN
 SW1529'DESTROYED.  RM 2 WAS RECOVERED AS DESCRIBED IN GOOD CONDITION, BUT RM
 SW1529'1 WAS APPARENTLY DESTROYED WHEN ROAD WAS WIDENED.
 SW1529
 SW1529                          STATION RECOVERY (2005)
 SW1529
 SW1529'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SW1529'MARKER SITE CONCRETE WITH DRILL HOLE FOUND. STATION MARKER IS MISSING.
 SW1529'RM2 FOUND IN GOOD CONDITION. RM1 NOT FOUND AND PRESUMED MISSING UNDER
 SW1529'AREA ROAD EXPANSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1528 ***********************************************************************
 SW1528  DESIGNATION -  EPHRATA METH CHURCH STEEPLE
 SW1528  PID         -  SW1528
 SW1528  STATE/COUNTY-  WA/GRANT
 SW1528  USGS QUAD   -  EPHRATA (1978)
 SW1528
 SW1528                         *CURRENT SURVEY CONTROL
 SW1528  ___________________________________________________________________
 SW1528* NAD 83(1991)-  47 19 08.68210(N)    119 32 36.44709(W)     ADJUSTED  
 SW1528* NAVD 88     -                                                        
 SW1528  ___________________________________________________________________
 SW1528  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 SW1528  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SW1528
 SW1528  HORZ ORDER  -  THIRD
 SW1528
 SW1528.The horizontal coordinates were established by classical geodetic methods
 SW1528.and adjusted by the National Geodetic Survey in December 1991..
 SW1528
 SW1528
 SW1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1528
 SW1528.The geoid height was determined by GEOID03.
 SW1528
 SW1528;                    North         East     Units Scale Factor Converg.
 SW1528;SPC WA S     -   221,163.659   572,314.543   MT  0.99999677   +0 41 41.4
 SW1528;SPC WA S     -   725,601.10  1,877,668.63   sFT  0.99999677   +0 41 41.4
 SW1528;UTM  11      - 5,243,760.398   307,791.409   MT  1.00005405   -1 52 13.3
 SW1528
 SW1528                          SUPERSEDED SURVEY CONTROL
 SW1528
 SW1528  NAD 83(1986)-  47 19 08.69078(N)    119 32 36.43609(W) AD(       ) 4
 SW1528  NAD 27      -  47 19 09.19000(N)    119 32 32.30200(W) AD(       ) 3
 SW1528
 SW1528.Superseded values are not recommended for survey control.
 SW1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1528.See file dsdata.txt to determine how the superseded data were derived.
 SW1528
 SW1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN0779143760(NAD 83)
 SW1528
 SW1528  HISTORY     - Date     Condition        Report By
 SW1528  HISTORY     - 1948     FIRST OBSERVED   CGS
 SW1528  HISTORY     - 1966     GOOD             CGS
 SW1528  HISTORY     - 20050816 GOOD             GEOCAC
 SW1528
 SW1528                          STATION DESCRIPTION
 SW1528
 SW1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SW1528'THE CHURCH IS LOCATED AT THE NEW DISTRICT OF EPHRATA HEIGHTS, AND
 SW1528'AT THE NORTHWEST CORNER OF DIVISION AND E STREET, ABOUT 1/4 MILE
 SW1528'FROM THE CENTER OF EPHRATA, AND PAINTED WHITE AND GREEN, THE ROOF
 SW1528'AND STEEPLE BEING GREEN.
 SW1528'
 SW1528'THE STEEPLE PROJECTS ABOUT 25 FEET ABOVE THE ROOF, AND THE
 SW1528'CHURCH IS OF WOOD STRUCTURE.  THE APEX OF STEEPLE WAS INTERSECTED.
 SW1528
 SW1528                          STATION RECOVERY (1966)
 SW1528
 SW1528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (MEW)
 SW1528'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.H. IN 1948.  IT IS
 SW1528'AT E. DIVISION AND E STREET SE IN EPHRATA.
 SW1528
 SW1528                          STATION RECOVERY (2005)
 SW1528
 SW1528'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SW1528'STEEPLE REMAINS IN PLACE. CHURCH IS NOW MEMORIAL CHRISTIAN CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0283 ***********************************************************************
 TS0283  DESIGNATION -  EPI MUKKAW
 TS0283  PID         -  TS0283
 TS0283  STATE/COUNTY-  WA/CLALLAM
 TS0283  USGS QUAD   -  MAKAH BAY (1984)
 TS0283
 TS0283                         *CURRENT SURVEY CONTROL
 TS0283  ___________________________________________________________________
 TS0283* NAD 83(1991)-  48 19 07.70397(N)    124 39 50.22914(W)     ADJUSTED  
 TS0283* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TS0283  ___________________________________________________________________
 TS0283  LAPLACE CORR-          14.71  (seconds)                    DEFLEC99
 TS0283  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 TS0283
 TS0283  HORZ ORDER  -  THIRD
 TS0283
 TS0283.The horizontal coordinates were established by classical geodetic methods
 TS0283.and adjusted by the National Geodetic Survey in December 1991..
 TS0283
 TS0283.The orthometric height was scaled from a topographic map.
 TS0283
 TS0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0283
 TS0283.The geoid height was determined by GEOID03.
 TS0283
 TS0283;                    North         East     Units Scale Factor Converg.
 TS0283;SPC WA N     -   153,697.983   216,036.320   MT  0.99994839   -2 51 07.1
 TS0283;SPC WA N     -   504,257.47    708,779.16   sFT  0.99994839   -2 51 07.1
 TS0283;UTM  10      - 5,353,073.195   376,645.277   MT  0.99978696   -1 14 34.4
 TS0283
 TS0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0283!SPC WA N     -   1.00000270  x   0.99994839  =   0.99995109
 TS0283!UTM  10      -   1.00000270  x   0.99978696  =   0.99978965
 TS0283
 TS0283|---------------------------------------------------------------------|
 TS0283| PID    Reference Object                     Distance      Geod. Az  |
 TS0283|                                                           dddmmss.s |
 TS0283| TS0289 HOBO 1971                           206.660 METERS 01953     |
 TS0283| TS0288 EPI MUKKAW AZ MK 1971               260.772 METERS 14815     |
 TS0283| DD9676 EPI MUKKAW RM 2                       9.903 METERS 23621     |
 TS0283| TS0286 NIFE                                343.170 METERS 27234     |
 TS0283| DD9675 EPI MUKKAW RM 1                      43.705 METERS 33633     |
 TS0283|---------------------------------------------------------------------|
 TS0283
 TS0283                          SUPERSEDED SURVEY CONTROL
 TS0283
 TS0283  NAD 83(1986)-  48 19 07.70374(N)    124 39 50.23221(W) AD(       ) 3
 TS0283  NAD 27      -  48 19 08.45200(N)    124 39 45.39000(W) AD(       ) 3
 TS0283
 TS0283.Superseded values are not recommended for survey control.
 TS0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0283.See file dsdata.txt to determine how the superseded data were derived.
 TS0283
 TS0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7664553073(NAD 83)
 TS0283_MARKER: Z = SEE DESCRIPTION
 TS0283_SETTING: 0 = UNSPECIFIED SETTING
 TS0283
 TS0283  HISTORY     - Date     Condition        Report By
 TS0283  HISTORY     - 1955     MONUMENTED       CGS
 TS0283  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TS0283  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TS0283  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TS0283
 TS0283                          STATION DESCRIPTION
 TS0283
 TS0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSH)
 TS0283'THE STATION IS NEAR THE MIDDLE OF MUKKAW BAY, ABOUT 3-1/2 MI.
 TS0283'(AIRLINE) S-SW OF NEAH BAY, AND ON A POINT OF LAND EXTENDING W INTO A
 TS0283'BAY FROM A NARROW PENINSULA FORMED BY THE SOOES RIVER.  THE STATION
 TS0283'IS ABOUT 330 M. DUE E OF THE HIGHEST POINT OF A 50-FT.-HIGH
 TS0283'OFFSHORE ROCK, 120 FT. E OF THE 4-FT.-HIGH BLUFF LINE, ABOUT 110
 TS0283'FT. S-SE OF THE SE CORNER OF THE RUINS OF A QUONSET HUT, AND ABOUT
 TS0283'20 FT. E OF THE CENTER OF A CONCRETE-SLAB BUILDING FOUNDATION.  A
 TS0283'WITNESS POST MARKED U.S. TRIANGULATION STATION WAS PLACED ABOUT 5
 TS0283'FT. N-NE OF THE STATION.
 TS0283'
 TS0283'THE MARK IS A STANDARD DISK, STAMPED EPI MUKKAW 1955 AND SET IN
 TS0283'THE TOP OF A CYLINDRICAL CONCRETE POST ABOUT 10- BY 30-IN., CAST IN
 TS0283'THE HOLE, AND SET FLUSH WITH THE GROUND.  THE AZIMUTH TO NIFE IS
 TS0283'92 DEG 34 MIN 10.6 SEC.
 TS0283'
 TS0283'REACHED FROM NEAH BAY, BY TAKING A ROAD TO THE BEACHES FOR 5.6 MI. SW
 TS0283'ACROSS BOTH WAATCH RIVER AND SOOES RIVER.  FROM THE BRIDGE CROSSING
 TS0283'SOOES RIVER, CONTINUE W FOR 0.1 MI., TURN RIGHT AND GO 0.55 MI. TO
 TS0283'THE STATION SITE.
 TS0283
 TS0283                          STATION RECOVERY (1968)
 TS0283
 TS0283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 TS0283'RECOVERED IN GOOD CONDITION.  LOCATED ALONG THE EAST SHORE OF MUKKAW
 TS0283'BAY, ABOUT 3-1/2 MILES SOUTHWEST OF THE TOWN OF NEAH BAY, ABOUT 2
 TS0283'MILES SOUTH-SOUTHEAST OF THE MOUTH OF THE WAATCH RIVER, ABOUT 1/2
 TS0283'MILE SOUTHWEST OF THE MOUTH OF THE SOOES RIVER, ABOUT 300 YARDS
 TS0283'INSHORE OF (EAST) A 50 FOOT HIGH, GRASSY, POINTED ROCK THAT IS
 TS0283'ABOUT ON THE HIGH WATER LINE, ABOUT 40 YARDS EAST OF THE GRASS EDGE
 TS0283'(AND A 6 FOOT HIGH BLUFF) AND ON A LOW GRASSY PENINSULA FORMED BY THE
 TS0283'SOOES RIVER AND MUKKAW BAY.
 TS0283'
 TS0283'THE STATION IS A STANDARD DISK STAMPED EPI MUKKAW 1955 SET IN THE
 TS0283'TOP OF A 10 INCH IN DIAMETER CONCRETE MONUMENT, FLUSH WITH THE
 TS0283'SURFACE OF THE GROUND, 210 FEET SOUTH OF A 3 FOOT SQUARE BY 2-1/2
 TS0283'FEET HIGH CONCRETE BLOCK WITH TWO THREADED BOLTS PROTRUDING ABOVE
 TS0283'ITS TOP, 57 FEET EAST-NORTHEAST OF THE CENTERLINE OF A DIRT ROAD, 34
 TS0283'FEET EAST OF THE CENTER OF A CONCRETE SLAB AND 2.4 FEET SOUTH OF A
 TS0283'STEEL PICKET WITNESS POST.
 TS0283'
 TS0283'TO REACH FROM THE TOWN OF NEAH BAY, GO SOUTHWEST ALONG THE ROAD TO
 TS0283'THE BEACHES FOR ABOUT 6 MILES AND CROSS THE BRIDGE OVER THE SOOES
 TS0283'RIVER, CONTINUE WESTWARD FOR 0.2 MILE, TURN RIGHT ON A DIRT ROAD, GO
 TS0283'NORTH ALONG THE DIRT ROAD FOR 0.55 MILE AND THE STATION ON THE
 TS0283'RIGHT.
 TS0283'
 TS0283'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3-1/2 MILES
 TS0283'SOUTHWEST OF NEAH BAY.
 TS0283
 TS0283                          STATION RECOVERY (1971)
 TS0283
 TS0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 TS0283'THE STATION WAS RECOVERED IN GOOD CONDITION.  AN AZIMUTH MARK AND
 TS0283'TWO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 TS0283'
 TS0283'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF NEAH BAY, 1.5
 TS0283'MILES SOUTH-SOUTHEAST OF THE MOUTH OF THE WAATCH RIVER, .5 MILE
 TS0283'SOUTH WEST OF THE MOUTH OF THE SOOES RIVER, ON THE GRASSY PENINSULA
 TS0283'FORMED BY THE SOOES RIVER AND MUKKAW BAY, ABOUT 300 YARDS (INSHORE)
 TS0283'EAST OF A 50 FOOT POINTED ROCK AT THE HIGHWATER LINE AND IN A FLAT
 TS0283'GRASSY AREA.
 TS0283'
 TS0283'THE STATION IS A STANDARD DISK STAMPED EPI MUKKAW 1955 SET IN THE
 TS0283'TOP OF A 10 INCH IN DIAMETER CONCRETE MONUMENT, FLUSH WITH THE
 TS0283'SURFACE OF THE GROUND, 210 FEET SOUTH OF A 3 FOOT SQUARE BY 2.5
 TS0283'FOOT HIGH, CONCRETE BLOCK WITH TWO THREADED BOLTS PROTRUDING ABOVE
 TS0283'ITS TOP, 57 FEET EAST-NORTHEAST OF THE CENTERLINE OF A DIRT ROAD,
 TS0283'AND 2.4 FEET SOUTH OF A STEEL PICKET WITNESS POST.
 TS0283'
 TS0283'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EPI MUKKAW 1955 NO1
 TS0283'1971 SET FLUSH, NEAR THE CENTER OF A 3 FOOT SQUARE BLOCK OF
 TS0283'CONCRETE WITH FOUR PROTRUDING BOLTS, AND PROJECTING 4 INCHES ABOVE
 TS0283'THE SURFACE OF THE GROUND.  THE CONCRETE BLOCK IS THE NORTHWEST 1 OF
 TS0283'4 SIMILAR BLOCKS.
 TS0283'
 TS0283'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EPI MUKKAW 1955 NO2
 TS0283'1971 SET FLUSH IN A 12 FOOT BY 16 FOOT CONCRETE SLAB, 5.7 FEET
 TS0283'NORTHWEST OF THE SOUTHEAST CORNER OF THE SLAB AND 2.0 FEET NORTH OF
 TS0283'THE SOUTH EDGE OF THE SLAB.
 TS0283'
 TS0283'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EPI MUKKAW 1955 1971
 TS0283'SET IN THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH
 TS0283'THE SURFACE OF THE GROUND, ABOUT 95 FEET WEST OF THE CENTERLINE OF
 TS0283'THE DIRT ROAD, 35 FEET EAST OF THE GRASS EDGE AND ON THE EAST SLOPE
 TS0283'OF A GENTLE GRASSY RIDGE.  A POSITION WAS DETERMINED FOR THE AZIMUTH
 TS0283'MARK.
 TS0283'
 TS0283'TO REACH FROM THE POST OFFICE AND WASHBURN STORE IN NEAH BAY, GO
 TS0283'NORTHWEST ON THE MAIN ROAD FOR 0.45 MILE, TO A ROAD FORK, TAKE THE
 TS0283'LEFT FORK, GO 0.05 MILE TO AN INTERSECTION.  TURN RIGHT (WEST), GO
 TS0283'0.05 MILE, CROSS A PRIVATE HAUL ROAD AND SWING LEFT ON THE ROAD TO
 TS0283'THE BEACH, GO ALONG THE MAIN ROAD FOR 2.4 MILES TO A T JUNCTION,
 TS0283'TURN LEFT, GO 0.25 MILE, CROSSING THE WAATCH RIVER, TO A PRIVATE
 TS0283'HAUL ROAD, CROSS THE HAUL ROAD, GO 0.6 MILE TO A ROAD FORK, TAKE
 TS0283'THE LEFT FORK, GO 1.2 MILES, TO A PRIVATE HAUL ROAD, CROSS THE HAUL
 TS0283'ROAD, GO 0.9 MILE, CROSSING THE SOOES RIVER, SWING RIGHT (NORTH) ON
 TS0283'A DIRT ROAD AND GO 0.6 MILE TO THE STATION.
 TS0283'
 TS0283'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE DIRT ROAD
 TS0283'FOR 0.15 MILE AND THE MARK ON THE RIGHT.
 TS0283'
 TS0283'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 TS0283'
 TS0283'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3.5 MILES
 TS0283'SOUTHWEST OF NEAH BAY.
 TS0283
 TS0283                          STATION RECOVERY (1974)
 TS0283
 TS0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CAB)
 TS0283'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 TS0283'DESCRIBED IN THE 1971 RECOVERY NOTE BY R.B.M.
 TS0283'
 TS0283'THE ORIGINAL DESCRIPTION, AS MODIFIED BY THE 1971 RECOVERY NOTE IS
 TS0283'COMPLETE AND ADEQUATE.
 TS0283'
 TS0283'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3.5 MILES
 TS0283'SOUTHWEST OF NEAH BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0288 ***********************************************************************
 TS0288  DESIGNATION -  EPI MUKKAW AZ MK 1971
 TS0288  PID         -  TS0288
 TS0288  STATE/COUNTY-  WA/CLALLAM
 TS0288  USGS QUAD   -  MAKAH BAY (1984)
 TS0288
 TS0288                         *CURRENT SURVEY CONTROL
 TS0288  ___________________________________________________________________
 TS0288* NAD 83(1991)-  48 19 00.52423(N)    124 39 43.56995(W)     ADJUSTED  
 TS0288* NAVD 88     -         4.77   (+/-2cm)      15.6    (feet)  VERTCON   
 TS0288  ___________________________________________________________________
 TS0288  LAPLACE CORR-          14.84  (seconds)                    DEFLEC99
 TS0288  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TS0288
 TS0288  HORZ ORDER  -  THIRD
 TS0288  VERT ORDER  -  THIRD ? (See Below)
 TS0288
 TS0288.The horizontal coordinates were established by classical geodetic methods
 TS0288.and adjusted by the National Geodetic Survey in December 1991..
 TS0288
 TS0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 TS0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TS0288.The vertical order pertains to the NGVD 29 superseded value.
 TS0288
 TS0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0288
 TS0288.The geoid height was determined by GEOID03.
 TS0288
 TS0288;                    North         East     Units Scale Factor Converg.
 TS0288;SPC WA N     -   153,469.678   216,162.302   MT  0.99994827   -2 51 02.1
 TS0288;SPC WA N     -   503,508.44    709,192.49   sFT  0.99994827   -2 51 02.1
 TS0288;UTM  10      - 5,352,848.554   376,777.599   MT  0.99978656   -1 14 29.3
 TS0288
 TS0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0288!SPC WA N     -   1.00000260  x   0.99994827  =   0.99995087
 TS0288!UTM  10      -   1.00000260  x   0.99978656  =   0.99978916
 TS0288
 TS0288:                Primary Azimuth Mark                     Grid Az
 TS0288:SPC WA N     -  NIFE                                     299 08 30.4
 TS0288:UTM  10      -  NIFE                                     297 31 57.6
 TS0288
 TS0288|---------------------------------------------------------------------|
 TS0288| PID    Reference Object                     Distance      Geod. Az  |
 TS0288|                                                           dddmmss.s |
 TS0288| TS0286 NIFE                                APPROX. 0.5 KM 2961728.3 |
 TS0288| TS0283 EPI MUKKAW                          260.772 METERS 32816     |
 TS0288| TS0289 HOBO 1971                           421.458 METERS 3505154.3 |
 TS0288|---------------------------------------------------------------------|
 TS0288
 TS0288                          SUPERSEDED SURVEY CONTROL
 TS0288
 TS0288  NAD 83(1986)-  48 19 00.52397(N)    124 39 43.57301(W) AD(       ) 3
 TS0288  NAD 27      -  48 19 01.27300(N)    124 39 38.73221(W) AD(       ) 3
 TS0288  NGVD 29 (07/19/86)    3.63   (m)           11.9    (f) LEVELING    3  
 TS0288
 TS0288.Superseded values are not recommended for survey control.
 TS0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0288.See file dsdata.txt to determine how the superseded data were derived.
 TS0288
 TS0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7677852849(NAD 83)
 TS0288_MARKER: DS = TRIANGULATION STATION DISK
 TS0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TS0288_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TS0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0288+STABILITY: SURFACE MOTION
 TS0288
 TS0288  HISTORY     - Date     Condition        Report By
 TS0288  HISTORY     - 1971     MONUMENTED       NGS
 TS0288
 TS0288                          STATION DESCRIPTION
 TS0288
 TS0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 TS0288'LOCATED ABOUT 4 MILES SOUTHWEST OF THE TOWN OF NEAH BAY, ABOUT
 TS0288'1-3/4 MILE SOUTHEAST OF WAATCH POINT, ABOUT 1/2 MILE SOUTHWEST OF
 TS0288'THE MOUTH OF THE SOOES RIVER, ON THE GRASS SPIT BETWEEN THE SOOES
 TS0288'RIVER AND MUKKAW BAY AND ABOUT 1/4 MILE SOUTHEAST OF A 50 FOOT
 TS0288'HIGH KNIFE EDGE ROCK THAT IS ON THE HIGHWATER LINE.
 TS0288'
 TS0288'THE STATION IS AN AZIMUTH MARK DISK STAMPED EPI MUKKAW 1955 1971 SET
 TS0288'IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE
 TS0288'SURFACE OF THE GROUND, ABOUT 95 FEET WEST OF THE CENTERLINE OF A
 TS0288'DIRT ROAD, 35 FEET EAST OF THE GRASS EDGE AND ON THE EAST SLOPE OF A
 TS0288'GENTLE, GRASSY RIDGE.
 TS0288'
 TS0288'TO REACH FROM THE WEST END OF THE HIGHWAY BRIDGE OVER THE SOOES
 TS0288'RIVER, GO WEST ON THE MAIN ROAD FOR 0.2 MILE, TURN RIGHT (NORTH) ON A
 TS0288'DIRT ROAD AND GO 0.45 MILE AND THE STATION ON THE LEFT.  NO OTHER
 TS0288'MARKS WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0299 ***********************************************************************
 TS0299  DESIGNATION -  EPI TATOOSH 1955
 TS0299  PID         -  TS0299
 TS0299  STATE/COUNTY-  WA/CLALLAM
 TS0299  USGS QUAD   -  CAPE FLATTERY (1984)
 TS0299
 TS0299                         *CURRENT SURVEY CONTROL
 TS0299  ___________________________________________________________________
 TS0299* NAD 83(1991)-  48 23 25.43383(N)    124 44 09.82287(W)     ADJUSTED  
 TS0299* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 TS0299  ___________________________________________________________________
 TS0299  LAPLACE CORR-          14.57  (seconds)                    DEFLEC99
 TS0299  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 TS0299
 TS0299  HORZ ORDER  -  THIRD
 TS0299
 TS0299.The horizontal coordinates were established by classical geodetic methods
 TS0299.and adjusted by the National Geodetic Survey in December 1991..
 TS0299.No horizontal observational check was made to the station.
 TS0299
 TS0299.The orthometric height was scaled from a topographic map.
 TS0299
 TS0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0299
 TS0299.The geoid height was determined by GEOID03.
 TS0299
 TS0299;                    North         East     Units Scale Factor Converg.
 TS0299;SPC WA N     -   161,916.727   211,098.921   MT  0.99995355   -2 54 20.4
 TS0299;SPC WA N     -   531,221.80    692,580.38   sFT  0.99995355   -2 54 20.4
 TS0299;UTM  10      - 5,361,148.869   371,479.961   MT  0.99980294   -1 17 53.5
 TS0299
 TS0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0299!SPC WA N     -   1.00000235  x   0.99995355  =   0.99995590
 TS0299!UTM  10      -   1.00000235  x   0.99980294  =   0.99980529
 TS0299
 TS0299                          SUPERSEDED SURVEY CONTROL
 TS0299
 TS0299  NAD 83(1986)-  48 23 25.43428(N)    124 44 09.82404(W) AD(       ) 3
 TS0299  NAD 27      -  48 23 26.18700(N)    124 44 04.96500(W) AD(       ) 3
 TS0299
 TS0299.Superseded values are not recommended for survey control.
 TS0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0299.See file dsdata.txt to determine how the superseded data were derived.
 TS0299
 TS0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7148061149(NAD 83)
 TS0299_MARKER: Z = SEE DESCRIPTION
 TS0299_SETTING: 0 = UNSPECIFIED SETTING
 TS0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TS0299
 TS0299  HISTORY     - Date     Condition        Report By
 TS0299  HISTORY     - 1955     MONUMENTED       CGS
 TS0299
 TS0299                          STATION DESCRIPTION
 TS0299
 TS0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSH)
 TS0299'THE STATION IS ON THE SOUTHWEST EXTREME OF TATOOSH ISLAND, ABOUT IN
 TS0299'THE CENTER OF A FLAT PROMONTORY ABOUT 300 FT. SOUTHWEST OF THE U.S.
 TS0299'WEATHER BUREAU BLDG., AMID THE RUINS OF A U.S. NAVY DIRECTION FINDER
 TS0299'SITE.  SEVERAL SMALL BUILDINGS IN THE AREA ARE NOW BEING
 TS0299'DEMOLISHED.
 TS0299'
 TS0299'THE MARK IS A STANDARD TRIANGULATION DISC CEMENTED INTO THE CENTER OF
 TS0299'A SECTION OF CONCRETE-FILLED FLU-TILE, FLUSH WITH THE GROUND.
 TS0299'UNDERGROUND MARK IS A CENTER PUNCH MARK IN THE END OF AN IRON 3/4 IN
 TS0299'BOLT PROTRUDING FROM A 10 IN CUBE OF CONCRETE, BURIED ABOUT 3 FT.
 TS0299'IT IS 87 FT. SSW OF THE SW CORNER OF A RECTANGULAR, FLAT-TOPPED
 TS0299'CONCRETE CISTERN, 59 FT. E OF THE SE CORNER OF AN ABANDONED TENNIS
 TS0299'COURT NEAR THE EDGE OF THE BLUFF, 66.5 FT. SSE OF THE CENTER PIPE
 TS0299'REMAINS IN THE CENTER OF BASE OF OLD WATER TANK, 85 FT. N OF THE
 TS0299'SOUTH BLUFF LINE, 140 FT. FROM POINT OF THE WEST BLUFF LINE.
 TS0299'
 TS0299'NO REFERENCE MARKS WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1434 ***********************************************************************
 SX1434  DESIGNATION -  ER 10
 SX1434  PID         -  SX1434
 SX1434  STATE/COUNTY-  WA/KING
 SX1434  USGS QUAD   -  HOBART (1993)
 SX1434
 SX1434                         *CURRENT SURVEY CONTROL
 SX1434  ___________________________________________________________________
 SX1434* NAD 83(1991)-  47 26 15.85970(N)    121 57 54.39567(W)     ADJUSTED  
 SX1434* NAVD 88     -       218.3    (meters)     716.     (feet)  VERTCON   
 SX1434  ___________________________________________________________________
 SX1434  LAPLACE CORR-          16.76  (seconds)                    DEFLEC99
 SX1434  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 SX1434
 SX1434  HORZ ORDER  -  SECOND
 SX1434
 SX1434.The horizontal coordinates were established by classical geodetic methods
 SX1434.and adjusted by the National Geodetic Survey in December 1991..
 SX1434
 SX1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1434
 SX1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1434
 SX1434.The geoid height was determined by GEOID03.
 SX1434
 SX1434;                    North         East     Units Scale Factor Converg.
 SX1434;SPC WA N     -    49,296.676   414,629.190   MT  1.00001220   -0 50 33.5
 SX1434;SPC WA N     -   161,734.18  1,360,329.27   sFT  1.00001220   -0 50 33.5
 SX1434;UTM  10      - 5,254,329.390   578,032.867   MT  0.99967483   +0 45 44.2
 SX1434
 SX1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1434!SPC WA N     -   0.99996928  x   1.00001220  =   0.99998148
 SX1434!UTM  10      -   0.99996928  x   0.99967483  =   0.99964412
 SX1434
 SX1434|---------------------------------------------------------------------|
 SX1434| PID    Reference Object                     Distance      Geod. Az  |
 SX1434|                                                           dddmmss.s |
 SX1434| SX1433 ER 11                               344.811 METERS 03151     |
 SX1434| SX1435 ER 9                                335.662 METERS 23259     |
 SX1434|---------------------------------------------------------------------|
 SX1434
 SX1434                          SUPERSEDED SURVEY CONTROL
 SX1434
 SX1434  NAD 83(1986)-  47 26 15.84987(N)    121 57 54.40176(W) AD(       ) 2
 SX1434  NAD 27      -  47 26 16.48453(N)    121 57 49.99080(W) AD(       ) 2
 SX1434  NGVD 29 (07/19/86)  217.2    (m)          713.     (f) VERT ANG       
 SX1434
 SX1434.Superseded values are not recommended for survey control.
 SX1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1434.See file dsdata.txt to determine how the superseded data were derived.
 SX1434
 SX1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7803354329(NAD 83)
 SX1434_MARKER: Z = SEE DESCRIPTION
 SX1434_SETTING: 0 = UNSPECIFIED SETTING
 SX1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1434
 SX1434  HISTORY     - Date     Condition        Report By
 SX1434  HISTORY     - 1973     MONUMENTED       WA-033
 SX1434
 SX1434                          STATION DESCRIPTION
 SX1434
 SX1434'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1434'STATION IS LOCATED 6.90 MILES SSW OF I-90 OVERPASS X-ING STATE
 SX1434'HWY 18.
 SX1434'
 SX1434'STATION IS 0.70 MILES E OF CENTERLINE OF ON AND OFF RAMP W OF
 SX1434'ISSAQUAH - HOBART RD. AND STATE HWY 18 OVERPASS.  POINT IS SET
 SX1434'FLUSH IN SHOULDER BEHIND GUARD RAIL.
 SX1434'
 SX1434'POINT IS 4.2 FT ESE OF GUARD RAIL.
 SX1434'
 SX1434'POINT IS 129.4 FT SE OF NLY (CTR.) GUARD POST (SPIKE IN TOP)
 SX1434'ON W SIDE.
 SX1434'
 SX1434'POINT IS 23.5 FT ESE OF CENTER-LINE (PASSING LANE) OF HWY 18.
 SX1434'
 SX1434'POINT IS 57.0 FT ESE OF N END OF CONC. CURB.
 SX1434'
 SX1434'POINT IS 106.5 FT SSW OF SW SIDE OF 8 IN HEMLOCK.
 SX1434'
 SX1434'SURFACE MONUMENT--STAND. K.C.S. MON. DISK SET IN
 SX1434'CONC. - FLUSH.
 SX1434'
 SX1434'SUB-SURFACE MONUMENT--NONE
 SX1434'
 SX1434'DISK STAMPED--ER-10 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1433 ***********************************************************************
 SX1433  DESIGNATION -  ER 11
 SX1433  PID         -  SX1433
 SX1433  STATE/COUNTY-  WA/KING
 SX1433  USGS QUAD   -  HOBART (1993)
 SX1433
 SX1433                         *CURRENT SURVEY CONTROL
 SX1433  ___________________________________________________________________
 SX1433* NAD 83(1991)-  47 26 25.34378(N)    121 57 45.71199(W)     ADJUSTED  
 SX1433* NAVD 88     -       238.5    (meters)     782.     (feet)  VERTCON   
 SX1433  ___________________________________________________________________
 SX1433  LAPLACE CORR-          17.06  (seconds)                    DEFLEC99
 SX1433  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 SX1433
 SX1433  HORZ ORDER  -  SECOND
 SX1433
 SX1433.The horizontal coordinates were established by classical geodetic methods
 SX1433.and adjusted by the National Geodetic Survey in December 1991..
 SX1433
 SX1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1433
 SX1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1433
 SX1433.The geoid height was determined by GEOID03.
 SX1433
 SX1433;                    North         East     Units Scale Factor Converg.
 SX1433;SPC WA N     -    49,586.873   414,815.424   MT  1.00001166   -0 50 27.0
 SX1433;SPC WA N     -   162,686.27  1,360,940.27   sFT  1.00001166   -0 50 27.0
 SX1433;UTM  10      - 5,254,624.590   578,210.840   MT  0.99967517   +0 45 50.7
 SX1433
 SX1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1433!SPC WA N     -   0.99996612  x   1.00001166  =   0.99997778
 SX1433!UTM  10      -   0.99996612  x   0.99967517  =   0.99964130
 SX1433
 SX1433:                Primary Azimuth Mark                     Grid Az
 SX1433:SPC WA N     -  ER 12                                    011 31 07.6
 SX1433:UTM  10      -  ER 12                                    009 54 49.9
 SX1433
 SX1433|---------------------------------------------------------------------|
 SX1433| PID    Reference Object                     Distance      Geod. Az  |
 SX1433|                                                           dddmmss.s |
 SX1433| SX1432 ER 12                               441.530 METERS 0104040.6 |
 SX1433| SX1434 ER 10                               344.811 METERS 21151     |
 SX1433|---------------------------------------------------------------------|
 SX1433
 SX1433                          SUPERSEDED SURVEY CONTROL
 SX1433
 SX1433  NAD 83(1986)-  47 26 25.33400(N)    121 57 45.71813(W) AD(       ) 2
 SX1433  NAD 27      -  47 26 25.96863(N)    121 57 41.30730(W) AD(       ) 2
 SX1433  NGVD 29 (07/19/86)  237.4    (m)          779.     (f) VERT ANG       
 SX1433
 SX1433.Superseded values are not recommended for survey control.
 SX1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1433.See file dsdata.txt to determine how the superseded data were derived.
 SX1433
 SX1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7821154625(NAD 83)
 SX1433_MARKER: Z = SEE DESCRIPTION
 SX1433_SETTING: 0 = UNSPECIFIED SETTING
 SX1433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1433
 SX1433  HISTORY     - Date     Condition        Report By
 SX1433  HISTORY     - 1973     MONUMENTED       WA-033
 SX1433
 SX1433                          STATION DESCRIPTION
 SX1433
 SX1433'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1433'STATION IS LOCATED 6.70 MILES SSW OF I-90 OVERPASS X-ING STATE
 SX1433'HWY 18.
 SX1433'
 SX1433'STATION IS 0.90 MILES E OF CENTERLINE OF ON AND OFF RAMP W OF
 SX1433'ISSAQUAH HOBART RD. AND STATE HWY 18 OVERPASS.
 SX1433'
 SX1433'STATION SET FLUSH IN GRAVEL NEAR S END OF PARKING AREA FOR
 SX1433'TRUCKS.
 SX1433'
 SX1433'POINT IS 45 FT E OF CENTER-LINE (PASSING LANE) OF HWY 18.
 SX1433'
 SX1433'POINT IS 33.2 FT ENE OF SE COR. OF CONC. GUARD RAIL FASTNER.
 SX1433'
 SX1433'POINT IS 71.0 FT NE OF SPIKE IN TOP 7TH GUARD POST FROM END.
 SX1433'
 SX1433'POINT IS 9.9 FT N OF A REF. POST.
 SX1433'
 SX1433'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SX1433'
 SX1433'SUB-SURFACE MONUMENT--NONE
 SX1433'
 SX1433'DISK STAMPED--ER-11 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1432 ***********************************************************************
 SX1432  DESIGNATION -  ER 12
 SX1432  PID         -  SX1432
 SX1432  STATE/COUNTY-  WA/KING
 SX1432  USGS QUAD   -  HOBART (1993)
 SX1432
 SX1432                         *CURRENT SURVEY CONTROL
 SX1432  ___________________________________________________________________
 SX1432* NAD 83(1991)-  47 26 39.39298(N)    121 57 41.80713(W)     ADJUSTED  
 SX1432* NAVD 88     -       263.6    (meters)     865.     (feet)  VERTCON   
 SX1432  ___________________________________________________________________
 SX1432  LAPLACE CORR-          17.43  (seconds)                    DEFLEC99
 SX1432  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 SX1432
 SX1432  HORZ ORDER  -  SECOND
 SX1432
 SX1432.The horizontal coordinates were established by classical geodetic methods
 SX1432.and adjusted by the National Geodetic Survey in December 1991..
 SX1432
 SX1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1432
 SX1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1432
 SX1432.The geoid height was determined by GEOID03.
 SX1432
 SX1432;                    North         East     Units Scale Factor Converg.
 SX1432;SPC WA N     -    50,019.515   414,903.594   MT  1.00001086   -0 50 24.1
 SX1432;SPC WA N     -   164,105.69  1,361,229.54   sFT  1.00001086   -0 50 24.1
 SX1432;UTM  10      - 5,255,059.386   578,286.833   MT  0.99967532   +0 45 53.8
 SX1432
 SX1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1432!SPC WA N     -   0.99996218  x   1.00001086  =   0.99997304
 SX1432!UTM  10      -   0.99996218  x   0.99967532  =   0.99963751
 SX1432
 SX1432:                Primary Azimuth Mark                     Grid Az
 SX1432:SPC WA N     -  ER 6                                     018 19 16.1
 SX1432:UTM  10      -  ER 6                                     016 42 58.2
 SX1432
 SX1432|---------------------------------------------------------------------|
 SX1432| PID    Reference Object                     Distance      Geod. Az  |
 SX1432|                                                           dddmmss.s |
 SX1432| SX1431 ER 6                                440.840 METERS 0172852.0 |
 SX1432| SX1433 ER 11                               441.530 METERS 1904043.5 |
 SX1432|---------------------------------------------------------------------|
 SX1432
 SX1432                          SUPERSEDED SURVEY CONTROL
 SX1432
 SX1432  NAD 83(1986)-  47 26 39.38323(N)    121 57 41.81335(W) AD(       ) 2
 SX1432  NAD 27      -  47 26 40.01787(N)    121 57 37.40245(W) AD(       ) 2
 SX1432  NGVD 29 (07/19/86)  262.5    (m)          861.     (f) VERT ANG       
 SX1432
 SX1432.Superseded values are not recommended for survey control.
 SX1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1432.See file dsdata.txt to determine how the superseded data were derived.
 SX1432
 SX1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7828755059(NAD 83)
 SX1432_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX1432_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1432+STABILITY: SURFACE MOTION
 SX1432
 SX1432  HISTORY     - Date     Condition        Report By
 SX1432  HISTORY     - 1973     MONUMENTED       WA-033
 SX1432  HISTORY     - 1988     GOOD             NGS
 SX1432
 SX1432                          STATION DESCRIPTION
 SX1432
 SX1432'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1432'STATION IS LOCATED 6.40 MILES SSW OF I-90 OVERPASS X-ING
 SX1432'ST. HWY 18.
 SX1432'
 SX1432'STATION IS 1.20 MILES ENE OF CENTER-LINE OF ON AND
 SX1432'OFF RAMP W OF ISSAQUAH-HOBART RD. AND ST. HWY 18
 SX1432'OVERPASS.  STATION IS BURIED IN BLACK-TOP SHOULDER.
 SX1432'
 SX1432'POINT IS 26 FT W OF CENTER-LINE (PASSING LANE) OF HWY 18.
 SX1432'
 SX1432'POINT IS 57.5 FT S OF CNTR. OF CATCH BASIN.
 SX1432'
 SX1432'POINT IS 133.7 FT NNE OF CNTR OF CATCH BASIN.
 SX1432'
 SX1432'POINT IS 6.0 FT E OF REF. POST.
 SX1432'
 SX1432'SURFACE MONUMENT--STAND. K.C.S. DISK IN CONC. 6 IN DOWN.
 SX1432'
 SX1432'SUB-SURFACE MONUMENT--NONE
 SX1432'
 SX1432'DISK STAMPED--ER-12 1973
 SX1432
 SX1432                          STATION RECOVERY (1988)
 SX1432
 SX1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 SX1432'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 SX1432'THE STATION  WAS DESCRIBED IN THE KING COUNTY BREAKDOWN SURVEY OF
 SX1432'1973.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 SX1432'
 SX1432'THE STATION IS LOCATED ABOUT 24.1 KM (15 MI) NORTHEAST OF AUBURN,
 SX1432'20.9 KM (13 MI) EAST-NORTHEAST OF KENT, 12.9 KM (8 MI) SOUTHWEST OF
 SX1432'NORTH BEND AND ON RIGHT-OF-WAY FOR STATE HIGHWAY 18.
 SX1432'
 SX1432'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 169
 SX1432'IN MAPLE VALLEY GO NORTHEAST ON STATE HIGHWAY 18 FOR 9.33 KM
 SX1432'(5.8 MI) TO THE STATION ON THE LEFT.
 SX1432'
 SX1432'THE STATION MARK IS A STANDARD KING COUNTY BRONZE DISK STAMPED---
 SX1432'---ER 12---SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 SX1432'30 CM (12 INCHES) IN DIAMETER AND IS RECESSED 30 CM (12 INCHES) BELOW
 SX1432'THE SURFACE OF THE HIGHWAY AND IS UNDER AN IRON MONUMENT CASE AND
 SX1432'COVER.  IT IS 13.7 M (45 FT) SOUTH OF A BROWN REFLECTOR POST, 2.7 M
 SX1432'(9 FT) WEST OF THE WEST FOG LINE OF THE HIGHWAY AND 1.8 M (6 FT)
 SX1432'EAST OF A 4X4 INCH WITNESS POST.
 SX1432'
 SX1432'DESCRIBED BY DA WEGENAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1428 ***********************************************************************
 SX1428  DESIGNATION -  ER 13
 SX1428  PID         -  SX1428
 SX1428  STATE/COUNTY-  WA/KING
 SX1428  USGS QUAD   -  HOBART (1993)
 SX1428
 SX1428                         *CURRENT SURVEY CONTROL
 SX1428  ___________________________________________________________________
 SX1428* NAD 83(1991)-  47 27 23.78324(N)    121 57 02.79745(W)     ADJUSTED  
 SX1428* NAVD 88     -       346.1    (meters)    1135.     (feet)  VERTCON   
 SX1428  ___________________________________________________________________
 SX1428  LAPLACE CORR-          16.84  (seconds)                    DEFLEC99
 SX1428  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 SX1428
 SX1428  HORZ ORDER  -  SECOND
 SX1428
 SX1428.The horizontal coordinates were established by classical geodetic methods
 SX1428.and adjusted by the National Geodetic Survey in December 1991..
 SX1428
 SX1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1428
 SX1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1428
 SX1428.The geoid height was determined by GEOID03.
 SX1428
 SX1428;                    North         East     Units Scale Factor Converg.
 SX1428;SPC WA N     -    51,378.374   415,740.709   MT  1.00000838   -0 49 55.1
 SX1428;SPC WA N     -   168,563.88  1,363,975.98   sFT  1.00000838   -0 49 55.1
 SX1428;UTM  10      - 5,256,440.697   579,085.293   MT  0.99967686   +0 46 23.1
 SX1428
 SX1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1428!SPC WA N     -   0.99994924  x   1.00000838  =   0.99995762
 SX1428!UTM  10      -   0.99994924  x   0.99967686  =   0.99962612
 SX1428
 SX1428:                Primary Azimuth Mark                     Grid Az
 SX1428:SPC WA N     -  ER 14                                    030 21 32.9
 SX1428:UTM  10      -  ER 14                                    028 45 14.7
 SX1428
 SX1428|---------------------------------------------------------------------|
 SX1428| PID    Reference Object                     Distance      Geod. Az  |
 SX1428|                                                           dddmmss.s |
 SX1428| SX1426 ER 14                               494.446 METERS 0293137.8 |
 SX1428| SX1427 ER 13 A                             125.977 METERS 02932     |
 SX1428| SX1430 ER 5                                259.637 METERS 18512     |
 SX1428| SX1429 SEC COR T23N 19 20 30 29             98.374 METERS 35146     |
 SX1428|---------------------------------------------------------------------|
 SX1428
 SX1428                          SUPERSEDED SURVEY CONTROL
 SX1428
 SX1428  NAD 83(1986)-  47 27 23.77357(N)    121 57 02.80385(W) AD(       ) 2
 SX1428  NAD 27      -  47 27 24.40815(N)    121 56 58.39356(W) AD(       ) 2
 SX1428  NGVD 29 (07/19/86)  345.0    (m)         1132.     (f) VERT ANG       
 SX1428
 SX1428.Superseded values are not recommended for survey control.
 SX1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1428.See file dsdata.txt to determine how the superseded data were derived.
 SX1428
 SX1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7908556441(NAD 83)
 SX1428_MARKER: Z = SEE DESCRIPTION
 SX1428_SETTING: 0 = UNSPECIFIED SETTING
 SX1428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1428
 SX1428  HISTORY     - Date     Condition        Report By
 SX1428  HISTORY     - 1973     MONUMENTED       WA-033
 SX1428
 SX1428                          STATION DESCRIPTION
 SX1428
 SX1428'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1428'STATION IS LOCATED 5.40 MILES SSW OF I-90 OVERPASS X-ING STATE
 SX1428'HWY 18.
 SX1428'
 SX1428'STATION IS 2.20 MILES NNE OF CL OF ON AND OFF RAMP W OF
 SX1428'ISSAQUAH-HOBART ROAD AND ST. HWY 18 OVERPASS.  POINT IS SET
 SX1428'FLUSH WITH GRASS ON TOP OF BANK.  NOTE--TRANSMISSION LINES
 SX1428'CROSS HWY 18 ABOVE STATION.  STATION IS APPROX. 10 FT ABOVE
 SX1428'ROADWAY.
 SX1428'
 SX1428'POINT IS 55 FT W OF CL OF STATE HWY 18 (PASSING LANE).
 SX1428'
 SX1428'POINT IS 154.3 FT N OF N FACE OF 15 IN CEDAR TREE.
 SX1428'
 SX1428'POINT IS 54.0 FT NE OF B.M. SPIKE IN TOP NE CORNER OF 8 FT
 SX1428'STUMP.
 SX1428'
 SX1428'SURFACE MONUMENT--STAND. K.C.S. DISK IN CONC. MON. - FLUSH
 SX1428'
 SX1428'SUB-SURFACE MONUMENT--NONE
 SX1428'
 SX1428'DISK STAMPED--ER-13 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1426 ***********************************************************************
 SX1426  DESIGNATION -  ER 14
 SX1426  PID         -  SX1426
 SX1426  STATE/COUNTY-  WA/KING
 SX1426  USGS QUAD   -  HOBART (1993)
 SX1426
 SX1426                         *CURRENT SURVEY CONTROL
 SX1426  ___________________________________________________________________
 SX1426* NAD 83(1991)-  47 27 37.71386(N)    121 56 51.16284(W)     ADJUSTED  
 SX1426* NAVD 88     -       375.3    (meters)    1231.     (feet)  VERTCON   
 SX1426  ___________________________________________________________________
 SX1426  LAPLACE CORR-          15.90  (seconds)                    DEFLEC99
 SX1426  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 SX1426
 SX1426  HORZ ORDER  -  SECOND
 SX1426
 SX1426.The horizontal coordinates were established by classical geodetic methods
 SX1426.and adjusted by the National Geodetic Survey in December 1991..
 SX1426
 SX1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1426
 SX1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1426
 SX1426.The geoid height was determined by GEOID03.
 SX1426
 SX1426;                    North         East     Units Scale Factor Converg.
 SX1426;SPC WA N     -    51,805.022   415,990.613   MT  1.00000761   -0 49 46.4
 SX1426;SPC WA N     -   169,963.64  1,364,795.87   sFT  1.00000761   -0 49 46.4
 SX1426;UTM  10      - 5,256,874.034   579,323.070   MT  0.99967732   +0 46 31.8
 SX1426
 SX1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1426!SPC WA N     -   0.99994466  x   1.00000761  =   0.99995227
 SX1426!UTM  10      -   0.99994466  x   0.99967732  =   0.99962200
 SX1426
 SX1426:                Primary Azimuth Mark                     Grid Az
 SX1426:SPC WA N     -  ER 15                                    054 53 27.8
 SX1426:UTM  10      -  ER 15                                    053 17 09.6
 SX1426
 SX1426|---------------------------------------------------------------------|
 SX1426| PID    Reference Object                     Distance      Geod. Az  |
 SX1426|                                                           dddmmss.s |
 SX1426| SX1425 ER 15                               APPROX. 0.7 KM 0540341.4 |
 SX1426| SX1428 ER 13                               494.446 METERS 2093146.4 |
 SX1426| SX1427 ER 13 A                             368.469 METERS 20932     |
 SX1426|---------------------------------------------------------------------|
 SX1426
 SX1426                          SUPERSEDED SURVEY CONTROL
 SX1426
 SX1426  NAD 83(1986)-  47 27 37.70422(N)    121 56 51.16923(W) AD(       ) 2
 SX1426  NAD 27      -  47 27 38.33877(N)    121 56 46.75908(W) AD(       ) 2
 SX1426  NGVD 29 (07/19/86)  374.2    (m)         1228.     (f) VERT ANG       
 SX1426
 SX1426.Superseded values are not recommended for survey control.
 SX1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1426.See file dsdata.txt to determine how the superseded data were derived.
 SX1426
 SX1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7932356874(NAD 83)
 SX1426_MARKER: Z = SEE DESCRIPTION
 SX1426_SETTING: 0 = UNSPECIFIED SETTING
 SX1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1426
 SX1426  HISTORY     - Date     Condition        Report By
 SX1426  HISTORY     - 1973     MONUMENTED       WA-033
 SX1426
 SX1426                          STATION DESCRIPTION
 SX1426
 SX1426'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1426'STATION IS LOCATED 5.10 MILES SSW OF I-90 OVERPASS X-ING ST. HWY
 SX1426'18.
 SX1426'
 SX1426'STATION IS 2.50 MILES NNE OF CL OF ON AND OFF RAMP W OF ISSAQUAH
 SX1426'HOBART RD. AND ST. HWY 18 OVERPASS.  STATION SET IN RIGHT-OF-WAY
 SX1426'CLEARING ON TOP OF SMALL BANK.
 SX1426'
 SX1426'POINT IS 61 FT WNW OF CL (PASSING LANE) OF HWY 18.
 SX1426'
 SX1426'POINT IS 36.7 FT WNW OF GUARD RAIL.
 SX1426'
 SX1426'POINT IS 38.1 FT W OF FIN NAIL ON TOP OF GUARD POST.
 SX1426'
 SX1426'POINT IS 37.4 FT N OF SPIKE ON TOP OF GUARD POST.
 SX1426'
 SX1426'POINT IS 3.0 FT SE FROM A REF. POST.
 SX1426'
 SX1426'SURFACE MONUMENT--STAND. K.C.S. MONUMENT DISK SET IN CONC. - FLUSH.
 SX1426'
 SX1426'SUB-SURFACE MONUMENT--NONE.
 SX1426'
 SX1426'DISK STAMPED--ER-14 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1425 ***********************************************************************
 SX1425  DESIGNATION -  ER 15
 SX1425  PID         -  SX1425
 SX1425  STATE/COUNTY-  WA/KING
 SX1425  USGS QUAD   -  HOBART (1993)
 SX1425
 SX1425                         *CURRENT SURVEY CONTROL
 SX1425  ___________________________________________________________________
 SX1425* NAD 83(1991)-  47 27 50.81743(N)    121 56 24.50518(W)     ADJUSTED  
 SX1425* NAVD 88     -       403.1    (meters)    1323.     (feet)  VERTCON   
 SX1425  ___________________________________________________________________
 SX1425  LAPLACE CORR-          14.94  (seconds)                    DEFLEC99
 SX1425  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 SX1425
 SX1425  HORZ ORDER  -  SECOND
 SX1425
 SX1425.The horizontal coordinates were established by classical geodetic methods
 SX1425.and adjusted by the National Geodetic Survey in December 1991..
 SX1425
 SX1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1425
 SX1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1425
 SX1425.The geoid height was determined by GEOID03.
 SX1425
 SX1425;                    North         East     Units Scale Factor Converg.
 SX1425;SPC WA N     -    52,201.608   416,554.710   MT  1.00000689   -0 49 26.5
 SX1425;SPC WA N     -   171,264.78  1,366,646.58   sFT  1.00000689   -0 49 26.5
 SX1425;UTM  10      - 5,257,286.129   579,875.655   MT  0.99967841   +0 46 51.6
 SX1425
 SX1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1425!SPC WA N     -   0.99994030  x   1.00000689  =   0.99994719
 SX1425!UTM  10      -   0.99994030  x   0.99967841  =   0.99961873
 SX1425
 SX1425|---------------------------------------------------------------------|
 SX1425| PID    Reference Object                     Distance      Geod. Az  |
 SX1425|                                                           dddmmss.s |
 SX1425| SX1424 ER 16                               325.071 METERS 06006     |
 SX1425|---------------------------------------------------------------------|
 SX1425
 SX1425                          SUPERSEDED SURVEY CONTROL
 SX1425
 SX1425  NAD 83(1986)-  47 27 50.80781(N)    121 56 24.51153(W) AD(       ) 2
 SX1425  NAD 27      -  47 27 51.44228(N)    121 56 20.10198(W) AD(       ) 2
 SX1425  NGVD 29 (07/19/86)  402.0    (m)         1319.     (f) VERT ANG       
 SX1425
 SX1425.Superseded values are not recommended for survey control.
 SX1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1425.See file dsdata.txt to determine how the superseded data were derived.
 SX1425
 SX1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7987657286(NAD 83)
 SX1425_MARKER: Z = SEE DESCRIPTION
 SX1425_SETTING: 0 = UNSPECIFIED SETTING
 SX1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1425
 SX1425  HISTORY     - Date     Condition        Report By
 SX1425  HISTORY     - 1973     MONUMENTED       WA-033
 SX1425
 SX1425                          STATION DESCRIPTION
 SX1425
 SX1425'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1425'STATION IS LOCATED 4.70 MILES SSW OF I-90 OVERPASS X-ING ST. HWY 18.
 SX1425'
 SX1425'STATION IS 2.90 MILES NNE OF CL OF ON AND OFF RAMP WEST OF ISSAQUAH
 SX1425'HOBART RD. AND STATE HWY 18 OVERPASS.
 SX1425'
 SX1425'STATION IS SET FLUSH IN GRAVEL NEAR E END OF TRUCK PULL-OFF AREA.
 SX1425'
 SX1425'POINT IS 46.5 FT NNW OF CL OF HWY 18 (PASSING LANE).
 SX1425'
 SX1425'POINT IS 54.6 FT SE OF S FACE OF 36 IN FIR TREE.
 SX1425'
 SX1425'POINT IS 56.8 FT S OF S FACE OF 30 IN FIR TREE.
 SX1425'
 SX1425'POINT IS 56.0 FT SW OF S FACE OF 36 IN FIR TREE.
 SX1425'
 SX1425'POINT IS 18.0 FT SSE OF INTERSECTION OF TWO DITCHES.
 SX1425'
 SX1425'POINT IS 3.5 FT S OF A REF. POST.
 SX1425'
 SX1425'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SX1425'
 SX1425'SUB-SURFACE MONUMENT--NONE
 SX1425'
 SX1425'DISK STAMPED--ER-15 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1424 ***********************************************************************
 SX1424  DESIGNATION -  ER 16
 SX1424  PID         -  SX1424
 SX1424  STATE/COUNTY-  WA/KING
 SX1424  USGS QUAD   -  HOBART (1993)
 SX1424
 SX1424                         *CURRENT SURVEY CONTROL
 SX1424  ___________________________________________________________________
 SX1424* NAD 83(1991)-  47 27 56.06427(N)    121 56 11.04920(W)     ADJUSTED  
 SX1424* NAVD 88     -       415.9    (meters)    1364.     (feet)  VERTCON   
 SX1424  ___________________________________________________________________
 SX1424  LAPLACE CORR-          14.29  (seconds)                    DEFLEC99
 SX1424  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 SX1424
 SX1424  HORZ ORDER  -  SECOND
 SX1424
 SX1424.The horizontal coordinates were established by classical geodetic methods
 SX1424.and adjusted by the National Geodetic Survey in December 1991..
 SX1424
 SX1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1424
 SX1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1424
 SX1424.The geoid height was determined by GEOID03.
 SX1424
 SX1424;                    North         East     Units Scale Factor Converg.
 SX1424;SPC WA N     -    52,359.586   416,838.814   MT  1.00000660   -0 49 16.5
 SX1424;SPC WA N     -   171,783.08  1,367,578.68   sFT  1.00000660   -0 49 16.5
 SX1424;UTM  10      - 5,257,451.948   580,155.132   MT  0.99967895   +0 47 01.6
 SX1424
 SX1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1424!SPC WA N     -   0.99993829  x   1.00000660  =   0.99994489
 SX1424!UTM  10      -   0.99993829  x   0.99967895  =   0.99961726
 SX1424
 SX1424:                Primary Azimuth Mark                     Grid Az
 SX1424:SPC WA N     -  ER 17                                    082 15 49.9
 SX1424:UTM  10      -  ER 17                                    080 39 31.8
 SX1424
 SX1424|---------------------------------------------------------------------|
 SX1424| PID    Reference Object                     Distance      Geod. Az  |
 SX1424|                                                           dddmmss.s |
 SX1424| SX1423 ER 17                               445.698 METERS 0812633.4 |
 SX1424| SX1425 ER 15                               325.071 METERS 24006     |
 SX1424|---------------------------------------------------------------------|
 SX1424
 SX1424                          SUPERSEDED SURVEY CONTROL
 SX1424
 SX1424  NAD 83(1986)-  47 27 56.05465(N)    121 56 11.05552(W) AD(       ) 2
 SX1424  NAD 27      -  47 27 56.68907(N)    121 56 06.64628(W) AD(       ) 2
 SX1424  NGVD 29 (07/19/86)  414.8    (m)         1361.     (f) VERT ANG       
 SX1424
 SX1424.Superseded values are not recommended for survey control.
 SX1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1424.See file dsdata.txt to determine how the superseded data were derived.
 SX1424
 SX1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8015557452(NAD 83)
 SX1424_MARKER: Z = SEE DESCRIPTION
 SX1424_SETTING: 0 = UNSPECIFIED SETTING
 SX1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1424
 SX1424  HISTORY     - Date     Condition        Report By
 SX1424  HISTORY     - 1973     MONUMENTED       WA-033
 SX1424
 SX1424                          STATION DESCRIPTION
 SX1424
 SX1424'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1424'STATION IS LOCATED 4.45 MILES SSW OF I-90 OVERPASS X-ING ST. HWY 18.
 SX1424'
 SX1424'STATION IS 3.15 MILES NNE OF CENTERLINE OF ON AND OFF RAMP WEST
 SX1424'OF ISSAQUAH - HOBART RD. AND ST. HWY 18 OVERPASS.
 SX1424'
 SX1424'POINT IS BURIED IN GRAVEL SHOULDER.
 SX1424'
 SX1424'NO TIES AVAILABLE.  USED TWO REF. POSTS.
 SX1424'
 SX1424'POINT IS 24.5 FT N OF CL OF HWY 18.
 SX1424'
 SX1424'POINT IS 3.7 FT S OF A REF. POST.
 SX1424'
 SX1424'POINT IS 53.7 FT SW OF A REF. POST.
 SX1424'
 SX1424'SURFACE MONUMENT--STAND. K.C.S. DISK IN CONC. - DOWN 6 IN.
 SX1424'
 SX1424'SUB-SURFACE MONUMENT--NONE
 SX1424'
 SX1424'DISK STAMPED--ER-16 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1423 ***********************************************************************
 SX1423  DESIGNATION -  ER 17
 SX1423  PID         -  SX1423
 SX1423  STATE/COUNTY-  WA/KING
 SX1423  USGS QUAD   -  HOBART (1993)
 SX1423
 SX1423                         *CURRENT SURVEY CONTROL
 SX1423  ___________________________________________________________________
 SX1423* NAD 83(1991)-  47 27 58.21117(N)    121 55 50.00383(W)     ADJUSTED  
 SX1423* NAVD 88     -       419.3    (meters)    1376.     (feet)  VERTCON   
 SX1423  ___________________________________________________________________
 SX1423  LAPLACE CORR-          13.51  (seconds)                    DEFLEC99
 SX1423  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 SX1423
 SX1423  HORZ ORDER  -  SECOND
 SX1423
 SX1423.The horizontal coordinates were established by classical geodetic methods
 SX1423.and adjusted by the National Geodetic Survey in December 1991..
 SX1423
 SX1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1423
 SX1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1423
 SX1423.The geoid height was determined by GEOID03.
 SX1423
 SX1423;                    North         East     Units Scale Factor Converg.
 SX1423;SPC WA N     -    52,419.583   417,280.459   MT  1.00000648   -0 49 00.9
 SX1423;SPC WA N     -   171,979.92  1,369,027.64   sFT  1.00000648   -0 49 00.9
 SX1423;UTM  10      - 5,257,524.267   580,594.779   MT  0.99967982   +0 47 17.1
 SX1423
 SX1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1423!SPC WA N     -   0.99993775  x   1.00000648  =   0.99994423
 SX1423!UTM  10      -   0.99993775  x   0.99967982  =   0.99961759
 SX1423
 SX1423|---------------------------------------------------------------------|
 SX1423| PID    Reference Object                     Distance      Geod. Az  |
 SX1423|                                                           dddmmss.s |
 SX1423| SX1422 ER 18                               308.311 METERS 10336     |
 SX1423| SX1424 ER 16                               445.698 METERS 2612648.9 |
 SX1423|---------------------------------------------------------------------|
 SX1423
 SX1423                          SUPERSEDED SURVEY CONTROL
 SX1423
 SX1423  NAD 83(1986)-  47 27 58.20153(N)    121 55 50.01013(W) AD(       ) 2
 SX1423  NAD 27      -  47 27 58.83587(N)    121 55 45.60145(W) AD(       ) 2
 SX1423  NGVD 29 (07/19/86)  418.2    (m)         1372.     (f) VERT ANG       
 SX1423
 SX1423.Superseded values are not recommended for survey control.
 SX1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1423.See file dsdata.txt to determine how the superseded data were derived.
 SX1423
 SX1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8059557524(NAD 83)
 SX1423_MARKER: Z = SEE DESCRIPTION
 SX1423_SETTING: 0 = UNSPECIFIED SETTING
 SX1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1423
 SX1423  HISTORY     - Date     Condition        Report By
 SX1423  HISTORY     - 1973     MONUMENTED       WA-033
 SX1423
 SX1423                          STATION DESCRIPTION
 SX1423
 SX1423'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1423'STATION IS LOCATED 4.20 MILES SSW OF I-90 OVERPASS X-ING ST. HWY 18.
 SX1423'
 SX1423'STATION IS 3.40 MILES NNE OF CENTERLINE OF ON AND OFF RAMP WEST OF
 SX1423'ISSAQUAH-HOBART RD. AND ST. HWY 18 OVERPASS.  STATION SET FLUSH IN
 SX1423'GRASSY AREA AT SOUTH END OF PARKING AREA.  POINT IS AT THE SUMMIT
 SX1423'OF HWY 18 PASS.
 SX1423'
 SX1423'POINT IS 41 FT N OF CL OF HWY 18.
 SX1423'
 SX1423'POINT IS 24 FT E OF CL OF GRAVEL LOGGING ROAD.
 SX1423'
 SX1423'POINT IS 10.2 FT NE OF E END OF 12 IN CONC. CULVERT.
 SX1423'
 SX1423'POINT IS 65.3 FT S OF FIN NAIL ON S FACE OF 5 FT STUMP.
 SX1423'
 SX1423'POINT IS 63.4 FT SSE OF FIN NAIL ON E SIDE OF 5 FT STUMP.
 SX1423'
 SX1423'POINT IS 4.2 FT N OF A REF. POST.
 SX1423'
 SX1423'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SX1423'
 SX1423'SUB-SURFACE MONUMENT--NONE
 SX1423'
 SX1423'DISK STAMPED--ER-17 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1422 ***********************************************************************
 SX1422  DESIGNATION -  ER 18
 SX1422  PID         -  SX1422
 SX1422  STATE/COUNTY-  WA/KING
 SX1422  USGS QUAD   -  HOBART (1993)
 SX1422
 SX1422                         *CURRENT SURVEY CONTROL
 SX1422  ___________________________________________________________________
 SX1422* NAD 83(1991)-  47 27 55.86388(N)    121 55 35.69465(W)     ADJUSTED  
 SX1422* NAVD 88     -       420.1    (meters)    1378.     (feet)  VERTCON   
 SX1422  ___________________________________________________________________
 SX1422  LAPLACE CORR-          13.18  (seconds)                    DEFLEC99
 SX1422  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 SX1422
 SX1422  HORZ ORDER  -  SECOND
 SX1422
 SX1422.The horizontal coordinates were established by classical geodetic methods
 SX1422.and adjusted by the National Geodetic Survey in December 1991..
 SX1422
 SX1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1422
 SX1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1422
 SX1422.The geoid height was determined by GEOID03.
 SX1422
 SX1422;                    North         East     Units Scale Factor Converg.
 SX1422;SPC WA N     -    52,342.833   417,579.067   MT  1.00000661   -0 48 50.2
 SX1422;SPC WA N     -   171,728.11  1,370,007.32   sFT  1.00000661   -0 48 50.2
 SX1422;UTM  10      - 5,257,455.933   580,895.321   MT  0.99968042   +0 47 27.6
 SX1422
 SX1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1422!SPC WA N     -   0.99993762  x   1.00000661  =   0.99994423
 SX1422!UTM  10      -   0.99993762  x   0.99968042  =   0.99961806
 SX1422
 SX1422                          SUPERSEDED SURVEY CONTROL
 SX1422
 SX1422  NAD 83(1986)-  47 27 55.85423(N)    121 55 35.70095(W) AD(       ) 2
 SX1422  NAD 27      -  47 27 56.48849(N)    121 55 31.29269(W) AD(       ) 2
 SX1422  NGVD 29 (07/19/86)  419.0    (m)         1375.     (f) VERT ANG       
 SX1422
 SX1422.Superseded values are not recommended for survey control.
 SX1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1422.See file dsdata.txt to determine how the superseded data were derived.
 SX1422
 SX1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8089557456(NAD 83)
 SX1422_MARKER: Z = SEE DESCRIPTION
 SX1422_SETTING: 0 = UNSPECIFIED SETTING
 SX1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1422
 SX1422  HISTORY     - Date     Condition        Report By
 SX1422  HISTORY     - 1973     MONUMENTED       WA-033
 SX1422
 SX1422                          STATION DESCRIPTION
 SX1422
 SX1422'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1422'STATION IS LOCATED 4.00 MILES SSW OF I-90 OVERPASS X-ING ST. HWY 18.
 SX1422'
 SX1422'STATION IS 3.60 MILES NNE OF CENTERLINE OF ON AND OFF RAMP WEST
 SX1422'OF ISSAQUAH-HOBART RD. AND ST. HWY 18 OVERPASS.  POINT SET ON TOP
 SX1422'OF SMALL BANK NEAR EDGE OF R/W CLEARING.
 SX1422'
 SX1422'POINT IS 19.3 FT ENE OF SPIKE (UP 7 FT) ON 12 IN ALDER.
 SX1422'
 SX1422'POINT IS 59 FT S OF CL OF HWY 18.
 SX1422'
 SX1422'POINT IS 26.5 FT WNW OF SPIKE (UP 6 FT) ON 12 IN ALDER.
 SX1422'
 SX1422'POINT IS 4.5 FT N OF A REF. POST.
 SX1422'
 SX1422'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SX1422'
 SX1422'SUB-SURFACE MONUMENT--NONE
 SX1422'
 SX1422'DISK STAMPED--ER-18 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1421 ***********************************************************************
 SX1421  DESIGNATION -  ER 19
 SX1421  PID         -  SX1421
 SX1421  STATE/COUNTY-  WA/KING
 SX1421  USGS QUAD   -  HOBART (1993)
 SX1421
 SX1421                         *CURRENT SURVEY CONTROL
 SX1421  ___________________________________________________________________
 SX1421* NAD 83(1991)-  47 27 57.45870(N)    121 55 22.06775(W)     ADJUSTED  
 SX1421* NAVD 88     -       408.7    (meters)    1341.     (feet)  VERTCON   
 SX1421  ___________________________________________________________________
 SX1421  LAPLACE CORR-          12.43  (seconds)                    DEFLEC99
 SX1421  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 SX1421
 SX1421  HORZ ORDER  -  SECOND
 SX1421
 SX1421.The horizontal coordinates were established by classical geodetic methods
 SX1421.and adjusted by the National Geodetic Survey in December 1991..
 SX1421
 SX1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1421
 SX1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1421
 SX1421.The geoid height was determined by GEOID03.
 SX1421
 SX1421;                    North         East     Units Scale Factor Converg.
 SX1421;SPC WA N     -    52,388.034   417,865.118   MT  1.00000652   -0 48 40.1
 SX1421;SPC WA N     -   171,876.41  1,370,945.81   sFT  1.00000652   -0 48 40.1
 SX1421;UTM  10      - 5,257,509.112   581,179.901   MT  0.99968099   +0 47 37.7
 SX1421
 SX1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1421!SPC WA N     -   0.99993941  x   1.00000652  =   0.99994593
 SX1421!UTM  10      -   0.99993941  x   0.99968099  =   0.99962042
 SX1421
 SX1421:                Primary Azimuth Mark                     Grid Az
 SX1421:SPC WA N     -  ER 20                                    049 33 07.4
 SX1421:UTM  10      -  ER 20                                    047 56 49.6
 SX1421
 SX1421|---------------------------------------------------------------------|
 SX1421| PID    Reference Object                     Distance      Geod. Az  |
 SX1421|                                                           dddmmss.s |
 SX1421| SX1420 ER 20                               APPROX. 0.8 KM 0484427.3 |
 SX1421| SX1422 ER 18                               289.599 METERS 26013     |
 SX1421|---------------------------------------------------------------------|
 SX1421
 SX1421                          SUPERSEDED SURVEY CONTROL
 SX1421
 SX1421  NAD 83(1986)-  47 27 57.44903(N)    121 55 22.07406(W) AD(       ) 2
 SX1421  NAD 27      -  47 27 58.08324(N)    121 55 17.66617(W) AD(       ) 2
 SX1421  NGVD 29 (07/19/86)  407.6    (m)         1337.     (f) VERT ANG       
 SX1421
 SX1421.Superseded values are not recommended for survey control.
 SX1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1421.See file dsdata.txt to determine how the superseded data were derived.
 SX1421
 SX1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8118057509(NAD 83)
 SX1421_MARKER: Z = SEE DESCRIPTION
 SX1421_SETTING: 0 = UNSPECIFIED SETTING
 SX1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1421
 SX1421  HISTORY     - Date     Condition        Report By
 SX1421  HISTORY     - 1973     MONUMENTED       WA-033
 SX1421
 SX1421                          STATION DESCRIPTION
 SX1421
 SX1421'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1421'STATION IS LOCATED 3.85 MILES SSW OF I-90 OVERPASS X-ING ST. HWY 18.
 SX1421'
 SX1421'STATION IS 3.75 MILES NNE OF CENTERLINE OF ON AND OFF RAMP WEST
 SX1421'OF ISSAQUAH-HOBART RD. AND ST. HWY 18 OVERPASS.
 SX1421'
 SX1421'STATION IS SET APPROX. 15 FT ABOVE ROADWAY ON TOP OF BANK.
 SX1421'
 SX1421'POINT IS 68.5 FT SE OF CL (PASSING LANE) OF HWY 18.
 SX1421'
 SX1421'POINT IS 45.6 FT S OF FIRST GUARD POST (SPIKE IN CNTR. OF TOP).
 SX1421'
 SX1421'POINT IS 21.3 FT WNW OF NW SIDE OF 24 IN FIR TREE.
 SX1421'
 SX1421'POINT IS 4.2 FT NW OF A REF. POST.
 SX1421'
 SX1421'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SX1421'
 SX1421'SUB-SURFACE MONUMENT--NONE
 SX1421'
 SX1421'DISK STAMPED--ER-19 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1420 ***********************************************************************
 SX1420  DESIGNATION -  ER 20
 SX1420  PID         -  SX1420
 SX1420  STATE/COUNTY-  WA/KING
 SX1420  USGS QUAD   -  HOBART (1993)
 SX1420
 SX1420                         *CURRENT SURVEY CONTROL
 SX1420  ___________________________________________________________________
 SX1420* NAD 83(1991)-  47 28 15.13319(N)    121 54 52.35200(W)     ADJUSTED  
 SX1420* NAVD 88     -       357.1    (meters)    1172.     (feet)  VERTCON   
 SX1420  ___________________________________________________________________
 SX1420  LAPLACE CORR-          10.37  (seconds)                    DEFLEC99
 SX1420  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 SX1420
 SX1420  HORZ ORDER  -  SECOND
 SX1420
 SX1420.The horizontal coordinates were established by classical geodetic methods
 SX1420.and adjusted by the National Geodetic Survey in December 1991..
 SX1420
 SX1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1420
 SX1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1420
 SX1420.The geoid height was determined by GEOID03.
 SX1420
 SX1420;                    North         East     Units Scale Factor Converg.
 SX1420;SPC WA N     -    52,925.054   418,495.045   MT  1.00000556   -0 48 17.9
 SX1420;SPC WA N     -   173,638.28  1,373,012.49   sFT  1.00000556   -0 48 17.9
 SX1420;UTM  10      - 5,258,063.384   581,794.341   MT  0.99968222   +0 47 59.8
 SX1420
 SX1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1420!SPC WA N     -   0.99994749  x   1.00000556  =   0.99995305
 SX1420!UTM  10      -   0.99994749  x   0.99968222  =   0.99962973
 SX1420
 SX1420:                Primary Azimuth Mark                     Grid Az
 SX1420:SPC WA N     -  ER 21                                    067 18 32.6
 SX1420:UTM  10      -  ER 21                                    065 42 14.9
 SX1420
 SX1420|---------------------------------------------------------------------|
 SX1420| PID    Reference Object                     Distance      Geod. Az  |
 SX1420|                                                           dddmmss.s |
 SX1420| SX1419 ER 21                               APPROX. 0.6 KM 0663014.7 |
 SX1420|---------------------------------------------------------------------|
 SX1420
 SX1420                          SUPERSEDED SURVEY CONTROL
 SX1420
 SX1420  NAD 83(1986)-  47 28 15.12479(N)    121 54 52.35603(W) AD(       ) 2
 SX1420  NAD 27      -  47 28 15.75895(N)    121 54 47.94886(W) AD(       ) 2
 SX1420  NGVD 29 (07/19/86)  356.0    (m)         1168.     (f) VERT ANG       
 SX1420
 SX1420.Superseded values are not recommended for survey control.
 SX1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1420.See file dsdata.txt to determine how the superseded data were derived.
 SX1420
 SX1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8179458063(NAD 83)
 SX1420_MARKER: Z = SEE DESCRIPTION
 SX1420_SETTING: 0 = UNSPECIFIED SETTING
 SX1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1420
 SX1420  HISTORY     - Date     Condition        Report By
 SX1420  HISTORY     - 1973     MONUMENTED       WA-033
 SX1420
 SX1420                          STATION DESCRIPTION
 SX1420
 SX1420'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1420'STATION IS LOCATED 3.35 MILES SSW OF I-90 OVERPASS X-ING ST. HWY 18.
 SX1420'
 SX1420'STATION IS 4.25 MILES NNE OF CENTERLINE OF ON AND OFF RAMP WEST
 SX1420'OF ISSAQUAH-HOBART RD. AND ST. HWY 18 OVERPASS.  STATION IS SET
 SX1420'ABOUT FIVE FEET ABOVE ROADWAY ON TOP OF BANK.
 SX1420'
 SX1420'POINT IS 40 FT NNW OF CL (PASSING LANE) OF HWY 18.
 SX1420'
 SX1420'POINT IS 40 FT ENE OF END OF ASPHALT GUTTER RUN-OFF.
 SX1420'
 SX1420'POINT IS 48.5 FT ESE OF 20 IN FIR TREE (SE FACE).
 SX1420'
 SX1420'POINT IS 19.5 FT NNW OF NLY GUARD RAIL.
 SX1420'
 SX1420'POINT IS 93 FT WSW OF END GUARD POST (CNTR.) ON N SIDE.
 SX1420'
 SX1420'POINT IS 116 FT W OF END GUARD POST (CNTR.) ON S SIDE.
 SX1420'
 SX1420'POINT IS 3.1 FT SSE OF A REF. POST.
 SX1420'
 SX1420'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SX1420'
 SX1420'SUB-SURFACE MONUMENT--NONE
 SX1420'
 SX1420'DISK STAMPED--ER-20 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1419 ***********************************************************************
 SX1419  DESIGNATION -  ER 21
 SX1419  PID         -  SX1419
 SX1419  STATE/COUNTY-  WA/KING
 SX1419  USGS QUAD   -  HOBART (1993)
 SX1419
 SX1419                         *CURRENT SURVEY CONTROL
 SX1419  ___________________________________________________________________
 SX1419* NAD 83(1991)-  47 28 22.80805(N)    121 54 26.31098(W)     ADJUSTED  
 SX1419* NAVD 88     -       321.6    (meters)    1055.     (feet)  VERTCON   
 SX1419  ___________________________________________________________________
 SX1419  LAPLACE CORR-           9.52  (seconds)                    DEFLEC99
 SX1419  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 SX1419
 SX1419  HORZ ORDER  -  SECOND
 SX1419
 SX1419.The horizontal coordinates were established by classical geodetic methods
 SX1419.and adjusted by the National Geodetic Survey in December 1991..
 SX1419
 SX1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1419
 SX1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1419
 SX1419.The geoid height was determined by GEOID03.
 SX1419
 SX1419;                    North         East     Units Scale Factor Converg.
 SX1419;SPC WA N     -    53,154.422   419,043.610   MT  1.00000515   -0 47 58.5
 SX1419;SPC WA N     -   174,390.80  1,374,812.24   sFT  1.00000515   -0 47 58.5
 SX1419;UTM  10      - 5,258,307.947   582,336.092   MT  0.99968331   +0 48 19.1
 SX1419
 SX1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1419!SPC WA N     -   0.99995305  x   1.00000515  =   0.99995820
 SX1419!UTM  10      -   0.99995305  x   0.99968331  =   0.99963638
 SX1419
 SX1419:                Primary Azimuth Mark                     Grid Az
 SX1419:SPC WA N     -  ER 22                                    083 46 21.6
 SX1419:UTM  10      -  ER 22                                    082 10 04.0
 SX1419
 SX1419|---------------------------------------------------------------------|
 SX1419| PID    Reference Object                     Distance      Geod. Az  |
 SX1419|                                                           dddmmss.s |
 SX1419| SX1418 ER 22                               APPROX. 0.7 KM 0825823.1 |
 SX1419|---------------------------------------------------------------------|
 SX1419
 SX1419                          SUPERSEDED SURVEY CONTROL
 SX1419
 SX1419  NAD 83(1986)-  47 28 22.79958(N)    121 54 26.31503(W) AD(       ) 2
 SX1419  NAD 27      -  47 28 23.43366(N)    121 54 21.90854(W) AD(       ) 2
 SX1419  NGVD 29 (07/19/86)  320.5    (m)         1052.     (f) VERT ANG       
 SX1419
 SX1419.Superseded values are not recommended for survey control.
 SX1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1419.See file dsdata.txt to determine how the superseded data were derived.
 SX1419
 SX1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8233658308(NAD 83)
 SX1419_MARKER: Z = SEE DESCRIPTION
 SX1419_SETTING: 0 = UNSPECIFIED SETTING
 SX1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1419
 SX1419  HISTORY     - Date     Condition        Report By
 SX1419  HISTORY     - 1973     MONUMENTED       WA-033
 SX1419
 SX1419                          STATION DESCRIPTION
 SX1419
 SX1419'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1419'STATION IS LOCATED 3.00 MILES SSW OF I-90 OVERPASS X-ING ST. HWY 18.
 SX1419'
 SX1419'STATION IS 4.60 MILES NNE OF CENTERLINE OF ON AND OFF RAMP WEST
 SX1419'OF ISSAQUAH-HOBART RD. AND ST. HWY 18 OVERPASS.  POINT IS BURIED
 SX1419'IN NORTHERNLY SHOULDER OF HWY 18.
 SX1419'
 SX1419'POINT IS 27 FT N OF P.T. OF HWY 18.
 SX1419'
 SX1419'POINT IS 21 FT N OF CL (PASSING LANE) OF HWY 18.
 SX1419'
 SX1419'POINT IS 60 FT E OF NE COR. OF A CATCH BASIN.
 SX1419'
 SX1419'POINT IS 70.5 FT NNW OF A SPIKE IN TOP END OF GUARD POST.
 SX1419'
 SX1419'POINT IS 27 FT S OF A REF. POST.
 SX1419'
 SX1419'SURFACE MONUMENT--STAND. K.C.S. DISK IN CONC. - DOWN 6 IN.
 SX1419'
 SX1419'SUB-SURFACE MONUMENT--NONE
 SX1419'
 SX1419'DISK STAMPED--ER-21 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1418 ***********************************************************************
 SX1418  DESIGNATION -  ER 22
 SX1418  PID         -  SX1418
 SX1418  STATE/COUNTY-  WA/KING
 SX1418  USGS QUAD   -  HOBART (1993)
 SX1418
 SX1418                         *CURRENT SURVEY CONTROL
 SX1418  ___________________________________________________________________
 SX1418* NAD 83(1991)-  47 28 25.58266(N)    121 53 53.09493(W)     ADJUSTED  
 SX1418* NAVD 88     -       282.1    (meters)     926.     (feet)  VERTCON   
 SX1418  ___________________________________________________________________
 SX1418  LAPLACE CORR-           9.43  (seconds)                    DEFLEC99
 SX1418  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 SX1418
 SX1418  HORZ ORDER  -  SECOND
 SX1418
 SX1418.The horizontal coordinates were established by classical geodetic methods
 SX1418.and adjusted by the National Geodetic Survey in December 1991..
 SX1418
 SX1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1418
 SX1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1418
 SX1418.The geoid height was determined by GEOID03.
 SX1418
 SX1418;                    North         East     Units Scale Factor Converg.
 SX1418;SPC WA N     -    53,230.439   419,740.259   MT  1.00000500   -0 47 33.8
 SX1418;SPC WA N     -   174,640.20  1,377,097.83   sFT  1.00000500   -0 47 33.8
 SX1418;UTM  10      - 5,258,403.415   583,030.116   MT  0.99968472   +0 48 43.6
 SX1418
 SX1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1418!SPC WA N     -   0.99995924  x   1.00000500  =   0.99996424
 SX1418!UTM  10      -   0.99995924  x   0.99968472  =   0.99964397
 SX1418
 SX1418|---------------------------------------------------------------------|
 SX1418| PID    Reference Object                     Distance      Geod. Az  |
 SX1418|                                                           dddmmss.s |
 SX1418| SX1417 ER 23                               204.317 METERS 06216     |
 SX1418| SX1419 ER 21                               APPROX. 0.7 KM 2625847.6 |
 SX1418|---------------------------------------------------------------------|
 SX1418
 SX1418                          SUPERSEDED SURVEY CONTROL
 SX1418
 SX1418  NAD 83(1986)-  47 28 25.57392(N)    121 53 53.10165(W) AD(       ) 2
 SX1418  NAD 27      -  47 28 26.20783(N)    121 53 48.69611(W) AD(       ) 2
 SX1418  NGVD 29 (07/19/86)  281.0    (m)          922.     (f) VERT ANG       
 SX1418
 SX1418.Superseded values are not recommended for survey control.
 SX1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1418.See file dsdata.txt to determine how the superseded data were derived.
 SX1418
 SX1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8303058403(NAD 83)
 SX1418_MARKER: Z = SEE DESCRIPTION
 SX1418_SETTING: 0 = UNSPECIFIED SETTING
 SX1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1418
 SX1418  HISTORY     - Date     Condition        Report By
 SX1418  HISTORY     - 1973     MONUMENTED       WA-033
 SX1418
 SX1418                          STATION DESCRIPTION
 SX1418
 SX1418'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1418'STATION IS LOCATED 2.55 MILES SOUTH OF I-90 OVERPASS X-ING
 SX1418'ST. HWY 18.  STATION IS 5.05 MILES NNE OF CENTERLINE OF ON AND
 SX1418'OFF RAMP WEST OF THE ISSAQUAH - HOBART RD. AND ST. HWY 18
 SX1418'OVERPASS.  STATION IS SET APPROX. THREE FEET ABOVE ROADWAY IN
 SX1418'R/W CLEARING.
 SX1418'
 SX1418'POINT IS 51 FT SE OF CL (PASSING LANE) OF HWY 18.
 SX1418'
 SX1418'POINT IS 27 FT SE OF GUARD RAIL.
 SX1418'
 SX1418'POINT IS 32 FT WSW OF SPIKE ON 12 IN HEMLOCK.
 SX1418'
 SX1418'POINT IS 26.9 FT W OF SPIKE ON 10 IN HEMLOCK.
 SX1418'
 SX1418'POINT IS 4.2 FT NW OF A REF. POST.
 SX1418'
 SX1418'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SX1418'
 SX1418'SUB-SURFACE MONUMENT--NONE
 SX1418'
 SX1418'DISK STAMPED--ER-22 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1417 ***********************************************************************
 SX1417  DESIGNATION -  ER 23
 SX1417  PID         -  SX1417
 SX1417  STATE/COUNTY-  WA/KING
 SX1417  USGS QUAD   -  HOBART (1993)
 SX1417
 SX1417                         *CURRENT SURVEY CONTROL
 SX1417  ___________________________________________________________________
 SX1417* NAD 83(1991)-  47 28 28.66115(N)    121 53 44.45798(W)     ADJUSTED  
 SX1417* NAVD 88     -       268.9    (meters)     882.     (feet)  VERTCON   
 SX1417  ___________________________________________________________________
 SX1417  LAPLACE CORR-           9.46  (seconds)                    DEFLEC99
 SX1417  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 SX1417
 SX1417  HORZ ORDER  -  SECOND
 SX1417
 SX1417.The horizontal coordinates were established by classical geodetic methods
 SX1417.and adjusted by the National Geodetic Survey in December 1991..
 SX1417
 SX1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1417
 SX1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1417
 SX1417.The geoid height was determined by GEOID03.
 SX1417
 SX1417;                    North         East     Units Scale Factor Converg.
 SX1417;SPC WA N     -    53,323.006   419,922.406   MT  1.00000483   -0 47 27.4
 SX1417;SPC WA N     -   174,943.90  1,377,695.43   sFT  1.00000483   -0 47 27.4
 SX1417;UTM  10      - 5,258,501.014   583,209.542   MT  0.99968509   +0 48 50.1
 SX1417
 SX1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1417!SPC WA N     -   0.99996130  x   1.00000483  =   0.99996613
 SX1417!UTM  10      -   0.99996130  x   0.99968509  =   0.99964641
 SX1417
 SX1417:                Primary Azimuth Mark                     Grid Az
 SX1417:SPC WA N     -  ER 24                                    039 40 30.6
 SX1417:UTM  10      -  ER 24                                    038 04 13.1
 SX1417
 SX1417|---------------------------------------------------------------------|
 SX1417| PID    Reference Object                     Distance      Geod. Az  |
 SX1417|                                                           dddmmss.s |
 SX1417| SX1416 ER 24                               APPROX. 0.5 KM 0385303.2 |
 SX1417| SX1418 ER 22                               204.317 METERS 24216     |
 SX1417|---------------------------------------------------------------------|
 SX1417
 SX1417                          SUPERSEDED SURVEY CONTROL
 SX1417
 SX1417  NAD 83(1986)-  47 28 28.65239(N)    121 53 44.46470(W) AD(       ) 2
 SX1417  NAD 27      -  47 28 29.28628(N)    121 53 40.05936(W) AD(       ) 2
 SX1417  NGVD 29 (07/19/86)  267.8    (m)          879.     (f) VERT ANG       
 SX1417
 SX1417.Superseded values are not recommended for survey control.
 SX1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1417.See file dsdata.txt to determine how the superseded data were derived.
 SX1417
 SX1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8321058501(NAD 83)
 SX1417_MARKER: Z = SEE DESCRIPTION
 SX1417_SETTING: 0 = UNSPECIFIED SETTING
 SX1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1417
 SX1417  HISTORY     - Date     Condition        Report By
 SX1417  HISTORY     - 1973     MONUMENTED       WA-033
 SX1417
 SX1417                          STATION DESCRIPTION
 SX1417
 SX1417'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1417'STATION IS LOCATED 2.45 MILES SOUTH OF I-90 OVERPASS X-ING
 SX1417'ST. HWY 18.  STATION IS 5.15 MILES NNE OF CENTERLINE OF ON AND
 SX1417'OFF RAMP WEST OF THE ISSAQUAH - HOBART RD. AND ST. HWY 18
 SX1417'OVERPASS.  THE POINT IS SET NEAR THE EDGE OF A R/W CLEARING.
 SX1417'
 SX1417'POINT IS 80 FT ESE OF CL (PASSING LANE) OF HWY 18.
 SX1417'
 SX1417'POINT IS 20.8 FT WNW OF A SPIKE IN A 15 IN FIR.
 SX1417'
 SX1417'POINT IS 25.8 FT N OF A SPIKE IN AN 18 IN FIR.
 SX1417'
 SX1417'POINT IS 55.1 FT ESE OF GUARD RAIL.
 SX1417'
 SX1417'POINT IS 4.5 FT WNW OF A REF. POST.
 SX1417'
 SX1417'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SX1417'
 SX1417'SUB-SURFACE MONUMENT--NONE
 SX1417'
 SX1417'DISK STAMPED--ER-23 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1416 ***********************************************************************
 SX1416  DESIGNATION -  ER 24
 SX1416  PID         -  SX1416
 SX1416  STATE/COUNTY-  WA/KING
 SX1416  USGS QUAD   -  HOBART (1993)
 SX1416
 SX1416                         *CURRENT SURVEY CONTROL
 SX1416  ___________________________________________________________________
 SX1416* NAD 83(1991)-  47 28 41.44613(N)    121 53 29.24953(W)     ADJUSTED  
 SX1416* NAVD 88     -       238.8    (meters)     783.     (feet)  VERTCON   
 SX1416  ___________________________________________________________________
 SX1416  LAPLACE CORR-           9.77  (seconds)                    DEFLEC99
 SX1416  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 SX1416
 SX1416  HORZ ORDER  -  SECOND
 SX1416
 SX1416.The horizontal coordinates were established by classical geodetic methods
 SX1416.and adjusted by the National Geodetic Survey in December 1991..
 SX1416
 SX1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1416
 SX1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1416
 SX1416.The geoid height was determined by GEOID03.
 SX1416
 SX1416;                    North         East     Units Scale Factor Converg.
 SX1416;SPC WA N     -    53,713.426   420,246.254   MT  1.00000414   -0 47 16.1
 SX1416;SPC WA N     -   176,224.80  1,378,757.92   sFT  1.00000414   -0 47 16.1
 SX1416;UTM  10      - 5,258,900.224   583,522.228   MT  0.99968573   +0 49 01.4
 SX1416
 SX1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1416!SPC WA N     -   0.99996602  x   1.00000414  =   0.99997016
 SX1416!UTM  10      -   0.99996602  x   0.99968573  =   0.99965176
 SX1416
 SX1416:                Primary Azimuth Mark                     Grid Az
 SX1416:SPC WA N     -  ER 25                                    017 18 15.0
 SX1416:UTM  10      -  ER 25                                    015 41 57.5
 SX1416
 SX1416|---------------------------------------------------------------------|
 SX1416| PID    Reference Object                     Distance      Geod. Az  |
 SX1416|                                                           dddmmss.s |
 SX1416| SX1415 ER 25                               APPROX. 0.6 KM 0163058.9 |
 SX1416| SX1417 ER 23                               APPROX. 0.5 KM 2185314.5 |
 SX1416|---------------------------------------------------------------------|
 SX1416
 SX1416                          SUPERSEDED SURVEY CONTROL
 SX1416
 SX1416  NAD 83(1986)-  47 28 41.43738(N)    121 53 29.25617(W) AD(       ) 2
 SX1416  NAD 27      -  47 28 42.07121(N)    121 53 24.85111(W) AD(       ) 2
 SX1416  NGVD 29 (07/19/86)  237.7    (m)          780.     (f) VERT ANG       
 SX1416
 SX1416.Superseded values are not recommended for survey control.
 SX1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1416.See file dsdata.txt to determine how the superseded data were derived.
 SX1416
 SX1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8352258900(NAD 83)
 SX1416_MARKER: Z = SEE DESCRIPTION
 SX1416_SETTING: 0 = UNSPECIFIED SETTING
 SX1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1416
 SX1416  HISTORY     - Date     Condition        Report By
 SX1416  HISTORY     - 1973     MONUMENTED       WA-033
 SX1416
 SX1416                          STATION DESCRIPTION
 SX1416
 SX1416'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1416'STATION IS LOCATED 2.15 MILES SOUTH OF I-90 OVERPASS X-ING
 SX1416'ST. HWY 18.  STATION IS 5.45 MILES NNE OF CENTERLINE OF ON AND
 SX1416'OFF RAMP WEST OF THE ISSAQUAH - HOBART RD. AND ST. HWY 18
 SX1416'OVERPASS.  STATION IS SET FLUSH WITH SHOULDER BEHIND GUARD RAIL.
 SX1416'
 SX1416'POINT IS APPROX. 228.5 FT S OF THE P.T. OF HWY 18.
 SX1416'
 SX1416'POINT IS APPROX. 20.5 FT ESE OF CENTERLINE OF HWY 18.
 SX1416'
 SX1416'POINT IS APPROX. 9.3 FT SSW FROM SPIKE ON TOP OF GUARD POST.
 SX1416'
 SX1416'POINT IS 9.6 FT NNE FROM SPIKE ON TOP OF GUARD POST.
 SX1416'
 SX1416'POINT IS 2.7 FT ESE OF A GUARD RAIL.
 SX1416'
 SX1416'POINT IS 1.9 FT WNW OF A REF. POST.
 SX1416'
 SX1416'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SX1416'
 SX1416'SUB-SURFACE MONUMENT--NONE
 SX1416'
 SX1416'DISK STAMPED--ER-24 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1415 ***********************************************************************
 SX1415  DESIGNATION -  ER 25
 SX1415  PID         -  SX1415
 SX1415  STATE/COUNTY-  WA/KING
 SX1415  USGS QUAD   -  HOBART (1993)
 SX1415
 SX1415                         *CURRENT SURVEY CONTROL
 SX1415  ___________________________________________________________________
 SX1415* NAD 83(1991)-  47 29 00.73482(N)    121 53 20.81210(W)     ADJUSTED  
 SX1415* NAVD 88     -       227.8    (meters)     747.     (feet)  VERTCON   
 SX1415  ___________________________________________________________________
 SX1415  LAPLACE CORR-          10.16  (seconds)                    DEFLEC99
 SX1415  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 SX1415
 SX1415  HORZ ORDER  -  SECOND
 SX1415
 SX1415.The horizontal coordinates were established by classical geodetic methods
 SX1415.and adjusted by the National Geodetic Survey in December 1991..
 SX1415
 SX1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1415
 SX1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1415
 SX1415.The geoid height was determined by GEOID03.
 SX1415
 SX1415;                    North         East     Units Scale Factor Converg.
 SX1415;SPC WA N     -    54,306.646   420,431.068   MT  1.00000311   -0 47 09.8
 SX1415;SPC WA N     -   178,171.05  1,379,364.26   sFT  1.00000311   -0 47 09.8
 SX1415;UTM  10      - 5,259,498.198   583,690.302   MT  0.99968607   +0 49 07.9
 SX1415
 SX1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1415!SPC WA N     -   0.99996775  x   1.00000311  =   0.99997086
 SX1415!UTM  10      -   0.99996775  x   0.99968607  =   0.99965383
 SX1415
 SX1415:                Primary Azimuth Mark                     Grid Az
 SX1415:SPC WA N     -  ER 26                                    008 54 21.4
 SX1415:UTM  10      -  ER 26                                    007 18 03.7
 SX1415
 SX1415|---------------------------------------------------------------------|
 SX1415| PID    Reference Object                     Distance      Geod. Az  |
 SX1415|                                                           dddmmss.s |
 SX1415| SX1414 ER 26                               APPROX. 1.0 KM 0080711.6 |
 SX1415|---------------------------------------------------------------------|
 SX1415
 SX1415                          SUPERSEDED SURVEY CONTROL
 SX1415
 SX1415  NAD 83(1986)-  47 29 00.72606(N)    121 53 20.81869(W) AD(       ) 2
 SX1415  NAD 27      -  47 29 01.35989(N)    121 53 16.41354(W) AD(       ) 2
 SX1415  NGVD 29 (07/19/86)  226.7    (m)          744.     (f) VERT ANG       
 SX1415
 SX1415.Superseded values are not recommended for survey control.
 SX1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1415.See file dsdata.txt to determine how the superseded data were derived.
 SX1415
 SX1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8369059498(NAD 83)
 SX1415_MARKER: Z = SEE DESCRIPTION
 SX1415_SETTING: 0 = UNSPECIFIED SETTING
 SX1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1415
 SX1415  HISTORY     - Date     Condition        Report By
 SX1415  HISTORY     - 1973     MONUMENTED       WA-033
 SX1415
 SX1415                          STATION DESCRIPTION
 SX1415
 SX1415'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1415'STATION IS LOCATED 1.75 MILES SOUTH OF I-90 OVERPASS X-ING
 SX1415'ST. HWY 18.  STATION IS 5.85 MILES NNE OF CENTERLINE OF ON AND
 SX1415'OFF RAMP WEST OF THE ISSAQUAH - HOBART RD. AND ST. HWY 18
 SX1415'OVERPASS.  STATION IS BURIED IN THE WESTERLY SHOULDER OF HWY 18.
 SX1415'
 SX1415'POINT IS APPROX. 373 FT SSW OF P.T. OF HWY 18.
 SX1415'
 SX1415'POINT IS APPROX. 15 FT WNW OF CL OF HWY 18.
 SX1415'
 SX1415'POINT IS APPROX. 63.6 FT SSE OF A 3 IN HEMLOCK.
 SX1415'
 SX1415'POINT IS 4.0 FT E OF A REF. POST.
 SX1415'
 SX1415'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - DOWN 6 IN.
 SX1415'
 SX1415'SUB-SURFACE MONUMENT--NONE
 SX1415'
 SX1415'DISK STAMPED--ER-25 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1414 ***********************************************************************
 SX1414  DESIGNATION -  ER 26
 SX1414  PID         -  SX1414
 SX1414  STATE/COUNTY-  WA/KING
 SX1414  USGS QUAD   -  HOBART (1993)
 SX1414
 SX1414                         *CURRENT SURVEY CONTROL
 SX1414  ___________________________________________________________________
 SX1414* NAD 83(1991)-  47 29 33.96633(N)    121 53 13.81656(W)     ADJUSTED  
 SX1414* NAVD 88     -       273.2    (meters)     896.     (feet)  VERTCON   
 SX1414  ___________________________________________________________________
 SX1414  LAPLACE CORR-          10.87  (seconds)                    DEFLEC99
 SX1414  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 SX1414
 SX1414  HORZ ORDER  -  SECOND
 SX1414
 SX1414.The horizontal coordinates were established by classical geodetic methods
 SX1414.and adjusted by the National Geodetic Survey in December 1991..
 SX1414
 SX1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1414
 SX1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1414
 SX1414.The geoid height was determined by GEOID03.
 SX1414
 SX1414;                    North         East     Units Scale Factor Converg.
 SX1414;SPC WA N     -    55,330.848   420,591.563   MT  1.00000136   -0 47 04.6
 SX1414;SPC WA N     -   181,531.29  1,379,890.82   sFT  1.00000136   -0 47 04.6
 SX1414;UTM  10      - 5,260,526.168   583,822.006   MT  0.99968634   +0 49 13.5
 SX1414
 SX1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1414!SPC WA N     -   0.99996064  x   1.00000136  =   0.99996200
 SX1414!UTM  10      -   0.99996064  x   0.99968634  =   0.99964699
 SX1414
 SX1414|---------------------------------------------------------------------|
 SX1414| PID    Reference Object                     Distance      Geod. Az  |
 SX1414|                                                           dddmmss.s |
 SX1414| SX1413 EW 1 4 COR SEC 10 11                 26.208 METERS 00039     |
 SX1414| SX1412 ER 4                                226.595 METERS 01503     |
 SX1414| SX1415 ER 25                               APPROX. 1.0 KM 1880716.7 |
 SX1414|---------------------------------------------------------------------|
 SX1414
 SX1414                          SUPERSEDED SURVEY CONTROL
 SX1414
 SX1414  NAD 83(1986)-  47 29 33.95613(N)    121 53 13.82339(W) AD(       ) 2
 SX1414  NAD 27      -  47 29 34.58998(N)    121 53 09.41767(W) AD(       ) 2
 SX1414  NGVD 29 (07/19/86)  272.1    (m)          893.     (f) VERT ANG       
 SX1414
 SX1414.Superseded values are not recommended for survey control.
 SX1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1414.See file dsdata.txt to determine how the superseded data were derived.
 SX1414
 SX1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8382260526(NAD 83)
 SX1414_MARKER: Z = SEE DESCRIPTION
 SX1414_SETTING: 0 = UNSPECIFIED SETTING
 SX1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1414
 SX1414  HISTORY     - Date     Condition        Report By
 SX1414  HISTORY     - 1973     MONUMENTED       WA-033
 SX1414
 SX1414                          STATION DESCRIPTION
 SX1414
 SX1414'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1414'STATION IS LOCATED 1.15 MILES SOUTH OF I-90 OVERPASS X-ING
 SX1414'ST. HWY 18.  STATION IS 6.45 MILES NNE OF CENTERLINE OF ON AND
 SX1414'OFF RAMP WEST OF THE ISSAQUAH - HOBART RD. AND ST. HWY 18
 SX1414'OVERPASS.  POINT IS SET FLUSH IN A R/W CLEARING, 39 FT WEST OF
 SX1414'CENTERLINE OF HWY 18.
 SX1414'
 SX1414'POINT IS 86 FT SSE OF E-W 1/4 COR. SEC. 10/11.
 SX1414'
 SX1414'POINT IS 28.1 FT E OF A SPIKE IN AN 18 IN HEMLOCK.
 SX1414'
 SX1414'POINT IS 65.5 FT SE OF A SPIKE IN A 36 IN FIR.
 SX1414'
 SX1414'POINT IS 4.0 FT E OF A REF. POST.
 SX1414'
 SX1414'SURFACE MONUMENT--STAND. K.C.S. DISK IN CONC. - FLUSH.
 SX1414'
 SX1414'SUB-SURFACE MONUMENT--NONE
 SX1414'
 SX1414'DISK STAMPED--ER-26 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1494 ***********************************************************************
 SX1494  DESIGNATION -  ER 3
 SX1494  PID         -  SX1494
 SX1494  STATE/COUNTY-  WA/KING
 SX1494  USGS QUAD   -  FALL CITY (1993)
 SX1494
 SX1494                         *CURRENT SURVEY CONTROL
 SX1494  ___________________________________________________________________
 SX1494* NAD 83(1991)-  47 30 37.16107(N)    121 52 59.06605(W)     ADJUSTED  
 SX1494* NAVD 88     -       291.9    (meters)     958.     (feet)  VERTCON   
 SX1494  ___________________________________________________________________
 SX1494  LAPLACE CORR-          10.72  (seconds)                    DEFLEC99
 SX1494  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 SX1494
 SX1494  HORZ ORDER  -  SECOND
 SX1494
 SX1494.The horizontal coordinates were established by classical geodetic methods
 SX1494.and adjusted by the National Geodetic Survey in December 1991..
 SX1494
 SX1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1494
 SX1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1494
 SX1494.The geoid height was determined by GEOID03.
 SX1494
 SX1494;                    North         East     Units Scale Factor Converg.
 SX1494;SPC WA N     -    57,278.121   420,926.908   MT  0.99999809   -0 46 53.6
 SX1494;SPC WA N     -   187,919.97  1,380,991.03   sFT  0.99999809   -0 46 53.6
 SX1494;UTM  10      - 5,262,481.458   584,102.587   MT  0.99968692   +0 49 25.2
 SX1494
 SX1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1494!SPC WA N     -   0.99995772  x   0.99999809  =   0.99995581
 SX1494!UTM  10      -   0.99995772  x   0.99968692  =   0.99964465
 SX1494
 SX1494:                Primary Azimuth Mark                     Grid Az
 SX1494:SPC WA N     -  TIGER MTN                                243 37 52.9
 SX1494:UTM  10      -  TIGER MTN                                242 01 34.1
 SX1494
 SX1494|---------------------------------------------------------------------|
 SX1494| PID    Reference Object                     Distance      Geod. Az  |
 SX1494|                                                           dddmmss.s |
 SX1494| SX1409 TIGER MTN                           APPROX. 5.4 KM 2425059.3 |
 SX1494|---------------------------------------------------------------------|
 SX1494
 SX1494                          SUPERSEDED SURVEY CONTROL
 SX1494
 SX1494  NAD 83(1986)-  47 30 37.15115(N)    121 52 59.07254(W) AD(       ) 2
 SX1494  NAD 27      -  47 30 37.78497(N)    121 52 54.66610(W) AD(       ) 2
 SX1494  NGVD 29 (07/19/86)  290.8    (m)          954.     (f) VERT ANG       
 SX1494
 SX1494.Superseded values are not recommended for survey control.
 SX1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1494.See file dsdata.txt to determine how the superseded data were derived.
 SX1494
 SX1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8410362481(NAD 83)
 SX1494_MARKER: Z = SEE DESCRIPTION
 SX1494_SETTING: 0 = UNSPECIFIED SETTING
 SX1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1494
 SX1494  HISTORY     - Date     Condition        Report By
 SX1494  HISTORY     - 1972     MONUMENTED       WA-033
 SX1494
 SX1494                          STATION DESCRIPTION
 SX1494
 SX1494'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1494'NO LOCATION GIVEN
 SX1494'
 SX1494'STATION IS SET FLUSH ON TOP OF CUT BANK ON THE EAST SIDE OF THE
 SX1494'ECHO GLEN ROAD.  POINT IS APPROX. 244 FT NORTH OF NORTHERLY
 SX1494'I-90 ON AND OFF RAMPS AND 63 FT EAST OF CENTERLINE OF ECHO GLEN
 SX1494'ROAD.
 SX1494'
 SX1494'POINT IS 7.7 FT SOUTH OF END POST ON STATE R/W FENCE.
 SX1494'
 SX1494'POINT IS 28.3 FT SW. OF FACE OF 6 IN FIR TREE.
 SX1494'
 SX1494'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT FLUSH.
 SX1494'
 SX1494'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 3 IN
 SX1494'DOWN.
 SX1494'
 SX1494'DISK STAMPED--ER-3, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1412 ***********************************************************************
 SX1412  DESIGNATION -  ER 4
 SX1412  PID         -  SX1412
 SX1412  STATE/COUNTY-  WA/KING
 SX1412  USGS QUAD   -  HOBART (1993)
 SX1412
 SX1412                         *CURRENT SURVEY CONTROL
 SX1412  ___________________________________________________________________
 SX1412* NAD 83(1991)-  47 29 41.05165(N)    121 53 11.00491(W)     ADJUSTED  
 SX1412* NAVD 88     -       278.1    (meters)     912.     (feet)  VERTCON   
 SX1412  ___________________________________________________________________
 SX1412  LAPLACE CORR-          11.02  (seconds)                    DEFLEC99
 SX1412  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 SX1412
 SX1412  HORZ ORDER  -  SECOND
 SX1412
 SX1412.The horizontal coordinates were established by classical geodetic methods
 SX1412.and adjusted by the National Geodetic Survey in December 1991..
 SX1412
 SX1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1412
 SX1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1412
 SX1412.The geoid height was determined by GEOID03.
 SX1412
 SX1412;                    North         East     Units Scale Factor Converg.
 SX1412;SPC WA N     -    55,548.841   420,653.404   MT  1.00000099   -0 47 02.5
 SX1412;SPC WA N     -   182,246.49  1,380,093.71   sFT  1.00000099   -0 47 02.5
 SX1412;UTM  10      - 5,260,745.739   583,877.699   MT  0.99968646   +0 49 15.7
 SX1412
 SX1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1412!SPC WA N     -   0.99995987  x   1.00000099  =   0.99996086
 SX1412!UTM  10      -   0.99995987  x   0.99968646  =   0.99964634
 SX1412
 SX1412:                Primary Azimuth Mark                     Grid Az
 SX1412:SPC WA N     -  ER 3                                     008 59 15.0
 SX1412:UTM  10      -  ER 3                                     007 22 56.8
 SX1412
 SX1412|---------------------------------------------------------------------|
 SX1412| PID    Reference Object                     Distance      Geod. Az  |
 SX1412|                                                           dddmmss.s |
 SX1412| SX1494 ER 3                                APPROX. 1.8 KM 0081212.5 |
 SX1412| SX1414 ER 26                               226.595 METERS 19503     |
 SX1412| SX1413 EW 1 4 COR SEC 10 11                201.316 METERS 19655     |
 SX1412|---------------------------------------------------------------------|
 SX1412
 SX1412                          SUPERSEDED SURVEY CONTROL
 SX1412
 SX1412  NAD 83(1986)-  47 29 41.04151(N)    121 53 11.01170(W) AD(       ) 2
 SX1412  NAD 27      -  47 29 41.67528(N)    121 53 06.60593(W) AD(       ) 2
 SX1412  NGVD 29 (07/19/86)  277.0    (m)          909.     (f) VERT ANG       
 SX1412
 SX1412.Superseded values are not recommended for survey control.
 SX1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1412.See file dsdata.txt to determine how the superseded data were derived.
 SX1412
 SX1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8387860746(NAD 83)
 SX1412_MARKER: Z = SEE DESCRIPTION
 SX1412_SETTING: 0 = UNSPECIFIED SETTING
 SX1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1412
 SX1412  HISTORY     - Date     Condition        Report By
 SX1412  HISTORY     - 1972     MONUMENTED       WA-033
 SX1412
 SX1412                          STATION DESCRIPTION
 SX1412
 SX1412'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1412'NO LOCATION GIVEN
 SX1412'
 SX1412'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT FLUSH.
 SX1412'
 SX1412'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 3
 SX1412'IN DOWN.
 SX1412'
 SX1412'STATION IS LOCATED UNDER EXIT SIGN (I-90, EAST, NORTH BEND,
 SX1412'SPOKANE, EXIT 1 MILE) ON EAST SIDE OF STATE HWY. 18 (AUBURN-ECHO
 SX1412'LAKE ROAD).  STATION SET FLUSH IN GRASS ONE MILE SOUTH OF I-90
 SX1412'INTERSECTION.
 SX1412'
 SX1412'POINT IS 56.0 FT EAST CENTERLINE STATE HWY. 18.
 SX1412'
 SX1412'POINT IS 3.9 FT EAST OF S.W. EDGE OF WEST STEEL SIGN STANDARD.
 SX1412'
 SX1412'POINT IS 2.7 FT WEST OF S.E. EDGE OF EAST STEEL SIGN STANDARD.
 SX1412'
 SX1412'DISK STAMPED--ER-4, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1430 ***********************************************************************
 SX1430  DESIGNATION -  ER 5
 SX1430  PID         -  SX1430
 SX1430  STATE/COUNTY-  WA/KING
 SX1430  USGS QUAD   -  HOBART (1993)
 SX1430
 SX1430                         *CURRENT SURVEY CONTROL
 SX1430  ___________________________________________________________________
 SX1430* NAD 83(1991)-  47 27 15.41076(N)    121 57 03.92041(W)     ADJUSTED  
 SX1430* NAVD 88     -       328.7    (meters)    1078.     (feet)  VERTCON   
 SX1430  ___________________________________________________________________
 SX1430  LAPLACE CORR-          17.06  (seconds)                    DEFLEC99
 SX1430  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 SX1430
 SX1430  HORZ ORDER  -  SECOND
 SX1430
 SX1430.The horizontal coordinates were established by classical geodetic methods
 SX1430.and adjusted by the National Geodetic Survey in December 1991..
 SX1430
 SX1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1430
 SX1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1430
 SX1430.The geoid height was determined by GEOID03.
 SX1430
 SX1430;                    North         East     Units Scale Factor Converg.
 SX1430;SPC WA N     -    51,120.171   415,713.435   MT  1.00000884   -0 49 55.9
 SX1430;SPC WA N     -   167,716.76  1,363,886.49   sFT  1.00000884   -0 49 55.9
 SX1430;UTM  10      - 5,256,181.917   579,065.268   MT  0.99967682   +0 46 22.1
 SX1430
 SX1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1430!SPC WA N     -   0.99995197  x   1.00000884  =   0.99996081
 SX1430!UTM  10      -   0.99995197  x   0.99967682  =   0.99962880
 SX1430
 SX1430:                Primary Azimuth Mark                     Grid Az
 SX1430:SPC WA N     -  TIGER MTN                                005 33 37.2
 SX1430:UTM  10      -  TIGER MTN                                003 57 19.2
 SX1430
 SX1430|---------------------------------------------------------------------|
 SX1430| PID    Reference Object                     Distance      Geod. Az  |
 SX1430|                                                           dddmmss.s |
 SX1430| SX1409 TIGER MTN                           APPROX. 3.8 KM 0044341.3 |
 SX1430|---------------------------------------------------------------------|
 SX1430
 SX1430                          SUPERSEDED SURVEY CONTROL
 SX1430
 SX1430  NAD 83(1986)-  47 27 15.40110(N)    121 57 03.92678(W) AD(       ) 2
 SX1430  NAD 27      -  47 27 16.03566(N)    121 56 59.51658(W) AD(       ) 2
 SX1430  NGVD 29 (07/19/86)  327.6    (m)         1075.     (f) VERT ANG       
 SX1430
 SX1430.Superseded values are not recommended for survey control.
 SX1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1430.See file dsdata.txt to determine how the superseded data were derived.
 SX1430
 SX1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7906556182(NAD 83)
 SX1430_MARKER: Z = SEE DESCRIPTION
 SX1430_SETTING: 0 = UNSPECIFIED SETTING
 SX1430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1430
 SX1430  HISTORY     - Date     Condition        Report By
 SX1430  HISTORY     - 1972     MONUMENTED       WA-033
 SX1430
 SX1430                          STATION DESCRIPTION
 SX1430
 SX1430'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1430'LOCATION NOT GIVEN
 SX1430'
 SX1430'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE MONUMENT ON
 SX1430'SURFACE.
 SX1430'
 SX1430'SUB-SURFACE MONUMENT--STAND. K.C.S. MONUMENT SET IN CONCRETE
 SX1430'MONUMENT BURIED 3.5 FT.
 SX1430'
 SX1430'POINT IS LOCATED ON EAST SIDE OF STATE HWY. 18 APPROX. 2.0 MILES
 SX1430'NORTH OF HOBART-ISSAQUAH OFF-RAMP AT N.E. END OF A LONG GUARD
 SX1430'RAIL.  POINT IS 49.0 FT EAST OF CENTERLINE OF STATE HWY. 18.  POINT
 SX1430'IS 5.0 FT N.E. OF A SPIKE IN NORTHERNMOST GUARD RAIL POST.  POINT
 SX1430'IS 5.5 FT WEST OF A REFERENCE POST.
 SX1430'
 SX1430'DISK STAMPED--ER-5, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1431 ***********************************************************************
 SX1431  DESIGNATION -  ER 6
 SX1431  PID         -  SX1431
 SX1431  STATE/COUNTY-  WA/KING
 SX1431  USGS QUAD   -  HOBART (1993)
 SX1431
 SX1431                         *CURRENT SURVEY CONTROL
 SX1431  ___________________________________________________________________
 SX1431* NAD 83(1991)-  47 26 53.00811(N)    121 57 35.48597(W)     ADJUSTED  
 SX1431* NAVD 88     -       282.2    (meters)     926.     (feet)  VERTCON   
 SX1431  ___________________________________________________________________
 SX1431  LAPLACE CORR-          17.56  (seconds)                    DEFLEC99
 SX1431  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 SX1431
 SX1431  HORZ ORDER  -  SECOND
 SX1431
 SX1431.The horizontal coordinates were established by classical geodetic methods
 SX1431.and adjusted by the National Geodetic Survey in December 1991..
 SX1431
 SX1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1431
 SX1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1431
 SX1431.The geoid height was determined by GEOID03.
 SX1431
 SX1431;                    North         East     Units Scale Factor Converg.
 SX1431;SPC WA N     -    50,438.014   415,042.170   MT  1.00001009   -0 50 19.4
 SX1431;SPC WA N     -   165,478.72  1,361,684.19   sFT  1.00001009   -0 50 19.4
 SX1431;UTM  10      - 5,255,481.460   578,413.591   MT  0.99967556   +0 45 58.6
 SX1431
 SX1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1431!SPC WA N     -   0.99995926  x   1.00001009  =   0.99996935
 SX1431!UTM  10      -   0.99995926  x   0.99967556  =   0.99963484
 SX1431
 SX1431:                Primary Azimuth Mark                     Grid Az
 SX1431:SPC WA N     -  ER 5                                     044 32 20.1
 SX1431:UTM  10      -  ER 5                                     042 56 02.1
 SX1431
 SX1431|---------------------------------------------------------------------|
 SX1431| PID    Reference Object                     Distance      Geod. Az  |
 SX1431|                                                           dddmmss.s |
 SX1431| SX1430 ER 5                                APPROX. 1.0 KM 0434200.7 |
 SX1431| SX1432 ER 12                               440.840 METERS 1972856.6 |
 SX1431|---------------------------------------------------------------------|
 SX1431
 SX1431                          SUPERSEDED SURVEY CONTROL
 SX1431
 SX1431  NAD 83(1986)-  47 26 52.99836(N)    121 57 35.49229(W) AD(       ) 2
 SX1431  NAD 27      -  47 26 53.63300(N)    121 57 31.08142(W) AD(       ) 2
 SX1431  NGVD 29 (07/19/86)  281.1    (m)          922.     (f) VERT ANG       
 SX1431
 SX1431.Superseded values are not recommended for survey control.
 SX1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1431.See file dsdata.txt to determine how the superseded data were derived.
 SX1431
 SX1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7841455481(NAD 83)
 SX1431_MARKER: Z = SEE DESCRIPTION
 SX1431_SETTING: 0 = UNSPECIFIED SETTING
 SX1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1431
 SX1431  HISTORY     - Date     Condition        Report By
 SX1431  HISTORY     - 1972     MONUMENTED       WA-033
 SX1431
 SX1431                          STATION DESCRIPTION
 SX1431
 SX1431'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1431'LOCATION NOT GIVEN
 SX1431'
 SX1431'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT FLUSH.
 SX1431'
 SX1431'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 3 FT
 SX1431'DOWN.
 SX1431'
 SX1431'STATION LOCATED ON WEST SIDE OF STATE HWY. 18, ABOUT 1.55 MILES
 SX1431'N.E. OF THE HOBART ROAD RAMP.  POINT SET FLUSH IN GRAVEL AREA
 SX1431'(NOT ROADWAY SHOULDER).
 SX1431'
 SX1431'POINT IS 3.8 FT W.N.W. CENTER OF SOUTH END GUARD POST.
 SX1431'
 SX1431'POINT IS 48.3 FT E.S.E. FACE OF 5 FT STUMP.
 SX1431'
 SX1431'POINT IS 45.7 FT S.S.E. FACE OF 10 IN CEDAR TREE.
 SX1431'
 SX1431'POINT IS 30.2 FT W.N.W. CENTERLINE OF STATE HWY. 18.
 SX1431'
 SX1431'DISK STAMPED--ER-6, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1495 ***********************************************************************
 SX1495  DESIGNATION -  ER 7
 SX1495  PID         -  SX1495
 SX1495  STATE/COUNTY-  WA/KING
 SX1495  USGS QUAD   -  FALL CITY (1993)
 SX1495
 SX1495                         *CURRENT SURVEY CONTROL
 SX1495  ___________________________________________________________________
 SX1495* NAD 83(1991)-  47 30 18.21224(N)    121 54 20.20285(W)     ADJUSTED  
 SX1495* NAVD 88     -       185.6    (meters)     609.     (feet)  VERTCON   
 SX1495  ___________________________________________________________________
 SX1495  LAPLACE CORR-           8.78  (seconds)                    DEFLEC99
 SX1495  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 SX1495
 SX1495  HORZ ORDER  -  SECOND
 SX1495
 SX1495.The horizontal coordinates were established by classical geodetic methods
 SX1495.and adjusted by the National Geodetic Survey in December 1991..
 SX1495
 SX1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1495
 SX1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1495
 SX1495.The geoid height was determined by GEOID03.
 SX1495
 SX1495;                    North         East     Units Scale Factor Converg.
 SX1495;SPC WA N     -    56,716.378   419,221.158   MT  0.99999906   -0 47 54.0
 SX1495;SPC WA N     -   186,076.98  1,375,394.75   sFT  0.99999906   -0 47 54.0
 SX1495;UTM  10      - 5,261,872.343   582,413.772   MT  0.99968347   +0 48 25.1
 SX1495
 SX1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1495!SPC WA N     -   0.99997439  x   0.99999906  =   0.99997345
 SX1495!UTM  10      -   0.99997439  x   0.99968347  =   0.99965786
 SX1495
 SX1495:                Primary Azimuth Mark                     Grid Az
 SX1495:SPC WA N     -  TIGER MTN                                239 37 39.3
 SX1495:UTM  10      -  TIGER MTN                                238 01 20.2
 SX1495
 SX1495|---------------------------------------------------------------------|
 SX1495| PID    Reference Object                     Distance      Geod. Az  |
 SX1495|                                                           dddmmss.s |
 SX1495| SX1409 TIGER MTN                           APPROX. 3.6 KM 2384945.3 |
 SX1495| SX1496 ER 8                                385.018 METERS 31212     |
 SX1495|---------------------------------------------------------------------|
 SX1495
 SX1495                          SUPERSEDED SURVEY CONTROL
 SX1495
 SX1495  NAD 83(1986)-  47 30 18.20245(N)    121 54 20.20930(W) AD(       ) 2
 SX1495  NAD 27      -  47 30 18.83706(N)    121 54 15.80112(W) AD(       ) 2
 SX1495  NGVD 29 (07/19/86)  184.5    (m)          605.     (f) VERT ANG       
 SX1495
 SX1495.Superseded values are not recommended for survey control.
 SX1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1495.See file dsdata.txt to determine how the superseded data were derived.
 SX1495
 SX1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8241461872(NAD 83)
 SX1495_MARKER: Z = SEE DESCRIPTION
 SX1495_SETTING: 0 = UNSPECIFIED SETTING
 SX1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1495
 SX1495  HISTORY     - Date     Condition        Report By
 SX1495  HISTORY     - 1972     MONUMENTED       WA-033
 SX1495
 SX1495                          STATION DESCRIPTION
 SX1495
 SX1495'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1495'LOCATION--UPPER PRESTON
 SX1495'
 SX1495'SURFACE MONUMENT--SET K.C.S. DISC IN CONCRETE MONUMENT FLUSH.
 SX1495'
 SX1495'SUB-SURFACE MONUMENT--SET K.C.S. DISC IN CONCRETE MONUMENT 3 FT
 SX1495'DOWN.
 SX1495'
 SX1495'STATION SET FLUSH IN GRASSY AREA ON SOUTH SIDE ON LOVEGRIN MILL
 SX1495'ROAD, 0.25 MILE SOUTHEASTERLY FROM 323RD AVENUE S.E. INTERSECTION.
 SX1495'
 SX1495'POINT IS 59.0 FT SOUTH OF SOUTH SIDE OF FENCE CORNER.
 SX1495'
 SX1495'POINT IS 23.0 FT S.S.W. OF CENTERLINE OF LOVEGRIN MILL ROAD.
 SX1495'
 SX1495'POINT IS 45.8 FT S.S.W. OF FIN NAIL ON TELEPHONE POLE.
 SX1495'
 SX1495'POINT IS 6.0 FT N.N.E. OF E-W BARB-WIRE FENCE.
 SX1495'
 SX1495'POINT IS 15.4 FT W.N.W. OF SPIKE IN POWER POLE.
 SX1495'
 SX1495'DISK STAMPED--ER-7, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1496 ***********************************************************************
 SX1496  DESIGNATION -  ER 8
 SX1496  PID         -  SX1496
 SX1496  STATE/COUNTY-  WA/KING
 SX1496  USGS QUAD   -  FALL CITY (1993)
 SX1496
 SX1496                         *CURRENT SURVEY CONTROL
 SX1496  ___________________________________________________________________
 SX1496* NAD 83(1991)-  47 30 26.58647(N)    121 54 33.83267(W)     ADJUSTED  
 SX1496* NAVD 88     -       179.7    (meters)     590.     (feet)  VERTCON   
 SX1496  ___________________________________________________________________
 SX1496  LAPLACE CORR-           8.58  (seconds)                    DEFLEC99
 SX1496  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 SX1496
 SX1496  HORZ ORDER  -  SECOND
 SX1496
 SX1496.The horizontal coordinates were established by classical geodetic methods
 SX1496.and adjusted by the National Geodetic Survey in December 1991..
 SX1496
 SX1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1496
 SX1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1496
 SX1496.The geoid height was determined by GEOID03.
 SX1496
 SX1496;                    North         East     Units Scale Factor Converg.
 SX1496;SPC WA N     -    56,978.960   418,939.575   MT  0.99999863   -0 48 04.1
 SX1496;SPC WA N     -   186,938.47  1,374,470.92   sFT  0.99999863   -0 48 04.1
 SX1496;UTM  10      - 5,262,126.852   582,125.034   MT  0.99968288   +0 48 15.2
 SX1496
 SX1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1496!SPC WA N     -   0.99997531  x   0.99999863  =   0.99997394
 SX1496!UTM  10      -   0.99997531  x   0.99968288  =   0.99965820
 SX1496
 SX1496:                Primary Azimuth Mark                     Grid Az
 SX1496:SPC WA N     -  NORTH BEND ATT MICROWAVE                 123 27 40.7
 SX1496:UTM  10      -  NORTH BEND ATT MICROWAVE                 121 51 21.4
 SX1496
 SX1496|---------------------------------------------------------------------|
 SX1496| PID    Reference Object                     Distance      Geod. Az  |
 SX1496|                                                           dddmmss.s |
 SX1496| SX1324 NORTH BEND ATT MICROWAVE            APPROX. 7.8 KM 1223936.6 |
 SX1496| SX1495 ER 7                                385.018 METERS 13212     |
 SX1496|---------------------------------------------------------------------|
 SX1496
 SX1496                          SUPERSEDED SURVEY CONTROL
 SX1496
 SX1496  NAD 83(1986)-  47 30 26.57671(N)    121 54 33.83908(W) AD(       ) 2
 SX1496  NAD 27      -  47 30 27.21143(N)    121 54 29.43042(W) AD(       ) 2
 SX1496  NGVD 29 (07/19/86)  178.6    (m)          586.     (f) VERT ANG       
 SX1496
 SX1496.Superseded values are not recommended for survey control.
 SX1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1496.See file dsdata.txt to determine how the superseded data were derived.
 SX1496
 SX1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8212562127(NAD 83)
 SX1496_MARKER: Z = SEE DESCRIPTION
 SX1496_SETTING: 0 = UNSPECIFIED SETTING
 SX1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1496
 SX1496  HISTORY     - Date     Condition        Report By
 SX1496  HISTORY     - 1972     MONUMENTED       WA-033
 SX1496
 SX1496                          STATION DESCRIPTION
 SX1496
 SX1496'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1496'LOCATION--UPPER PRESTON
 SX1496'
 SX1496'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 6 IN DOWN.
 SX1496'
 SX1496'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 3.5 FT
 SX1496'DOWN.
 SX1496'
 SX1496'STATION IS BURIED IN GRAVEL SHOULDER ON PROJECTED CENTERLINE OF
 SX1496'LOVEGRIN MILL ROAD AT INTERSECTION OF 323RD AVENUE S.E.
 SX1496'
 SX1496'POINT IS 12.0 FT W.S.W. OF CENTERLINE OF 323RD AVENUE S.E.
 SX1496'
 SX1496'POINT IS 44.7 FT W.S.W. OF FIN NAIL IN TELEPHONE POLE.
 SX1496'
 SX1496'POINT IS 45.5 FT S.S.E. OF FIN NAIL IN GUY POLE.
 SX1496'
 SX1496'POINT IS 23.0 FT N.E. OF SPIKE IN 48 IN MAPLE TREE.
 SX1496'
 SX1496'DISK STAMPED--ER-8, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1435 ***********************************************************************
 SX1435  DESIGNATION -  ER 9
 SX1435  PID         -  SX1435
 SX1435  STATE/COUNTY-  WA/KING
 SX1435  USGS QUAD   -  HOBART (1993)
 SX1435
 SX1435                         *CURRENT SURVEY CONTROL
 SX1435  ___________________________________________________________________
 SX1435* NAD 83(1991)-  47 26 09.31561(N)    121 58 07.18564(W)     ADJUSTED  
 SX1435* NAVD 88     -       199.6    (meters)     655.     (feet)  VERTCON   
 SX1435  ___________________________________________________________________
 SX1435  LAPLACE CORR-          16.40  (seconds)                    DEFLEC99
 SX1435  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 SX1435
 SX1435  HORZ ORDER  -  SECOND
 SX1435
 SX1435.The horizontal coordinates were established by classical geodetic methods
 SX1435.and adjusted by the National Geodetic Survey in December 1991..
 SX1435
 SX1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1435
 SX1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1435
 SX1435.The geoid height was determined by GEOID03.
 SX1435
 SX1435;                    North         East     Units Scale Factor Converg.
 SX1435;SPC WA N     -    49,098.541   414,358.239   MT  1.00001257   -0 50 43.0
 SX1435;SPC WA N     -   161,084.13  1,359,440.32   sFT  1.00001257   -0 50 43.0
 SX1435;UTM  10      - 5,254,123.813   577,767.662   MT  0.99967432   +0 45 34.7
 SX1435
 SX1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1435!SPC WA N     -   0.99997222  x   1.00001257  =   0.99998479
 SX1435!UTM  10      -   0.99997222  x   0.99967432  =   0.99964655
 SX1435
 SX1435|---------------------------------------------------------------------|
 SX1435| PID    Reference Object                     Distance      Geod. Az  |
 SX1435|                                                           dddmmss.s |
 SX1435| SX1434 ER 10                               335.662 METERS 05259     |
 SX1435|---------------------------------------------------------------------|
 SX1435
 SX1435                          SUPERSEDED SURVEY CONTROL
 SX1435
 SX1435  NAD 83(1986)-  47 26 09.30572(N)    121 58 07.19174(W) AD(       ) 2
 SX1435  NAD 27      -  47 26 09.94042(N)    121 58 02.78048(W) AD(       ) 2
 SX1435  NGVD 29 (07/19/86)  198.5    (m)          651.     (f) VERT ANG       
 SX1435
 SX1435.Superseded values are not recommended for survey control.
 SX1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1435.See file dsdata.txt to determine how the superseded data were derived.
 SX1435
 SX1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7776854124(NAD 83)
 SX1435_MARKER: Z = SEE DESCRIPTION
 SX1435_SETTING: 0 = UNSPECIFIED SETTING
 SX1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1435
 SX1435  HISTORY     - Date     Condition        Report By
 SX1435  HISTORY     - 1973     MONUMENTED       WA-033
 SX1435
 SX1435                          STATION DESCRIPTION
 SX1435
 SX1435'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SX1435'STATION IS LOCATED 7.10 MILES SSW OF I-90 OVERPASS X-ING STATE
 SX1435'HWY 18.  STATION IS 0.50 MILES E OF CENTER-LINE OF THE ON AND OFF
 SX1435'RAMP W OF ISSAQUAH-HOBART RD. AND STATE HWY 18 OVERPASS.  POINT
 SX1435'IS SET FLUSH ON GRASSY BANK.
 SX1435'
 SX1435'POINT IS 48.5 FT S OF CENTER-LINE OF HWY 18 (CENTER-LINE PASSING
 SX1435'LANE).
 SX1435'
 SX1435'POINT IS 29.0 FT S OF STEEL GUARD RAIL.
 SX1435'
 SX1435'POINT IS 104.0 FT W OF N LEG OF DISTANCE (MILEAGE) SIGN.
 SX1435'
 SX1435'POINT IS 67.4 FT E OF E FACE OF BIG MAPLE CLUSTER.
 SX1435'
 SX1435'POINT IS 6.3 FT N OF A REF. POST.
 SX1435'
 SX1435'SURFACE MONUMENT--STAND. K.C.S. DISK IN CONC. - FLUSH.
 SX1435'
 SX1435'SUB-SURFACE MONUMENT--NONE
 SX1435'
 SX1435'DISK STAMPED--ER-9 1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1428 ***********************************************************************
 TR1428  DESIGNATION -  ERIE
 TR1428  PID         -  TR1428
 TR1428  STATE/COUNTY-  WA/SKAGIT
 TR1428  USGS QUAD   -  DECEPTION PASS (1978)
 TR1428
 TR1428                         *CURRENT SURVEY CONTROL
 TR1428  ___________________________________________________________________
 TR1428* NAD 83(1991)-  48 27 42.70399(N)    122 39 23.60282(W)     ADJUSTED  
 TR1428* NAVD 88     -        12.2    (meters)      40.     (feet)  VERTCON   
 TR1428  ___________________________________________________________________
 TR1428  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 TR1428  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 TR1428
 TR1428  HORZ ORDER  -  THIRD
 TR1428
 TR1428.The horizontal coordinates were established by classical geodetic methods
 TR1428.and adjusted by the National Geodetic Survey in December 1991..
 TR1428
 TR1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR1428
 TR1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1428
 TR1428.The geoid height was determined by GEOID03.
 TR1428
 TR1428;                    North         East     Units Scale Factor Converg.
 TR1428;SPC WA N     -   164,133.077   365,178.177   MT  0.99996026   -1 21 26.7
 TR1428;SPC WA N     -   538,493.27  1,198,088.74   sFT  0.99996026   -1 21 26.7
 TR1428;UTM  10      - 5,367,693.324   525,389.827   MT  0.99960792   +0 15 25.5
 TR1428
 TR1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1428!SPC WA N     -   1.00000154  x   0.99996026  =   0.99996180
 TR1428!UTM  10      -   1.00000154  x   0.99960792  =   0.99960946
 TR1428
 TR1428|---------------------------------------------------------------------|
 TR1428| PID    Reference Object                     Distance      Geod. Az  |
 TR1428|                                                           dddmmss.s |
 TR1428| CF8687 ERIE RM 1                             3.755 METERS 00241     |
 TR1428| CF8688 ERIE RM 2                             3.938 METERS 17749     |
 TR1428| TR1438 SHELF 1885                           20.508 METERS 19240     |
 TR1428| TR2685 ANACORTES HAVERKOST MONUMENT        APPROX. 4.2 KM 3225459.0 |
 TR1428| TR1404 E K WOODS LUMBER CO STACK           APPROX. 3.9 KM 3290736.8 |
 TR1428| TR1423 CHIMNEY                             APPROX. 1.9 KM 3421129.3 |
 TR1428| TR1439 PLAT MONUMENT                       APPROX. 1.6 KM 3473522.3 |
 TR1428|---------------------------------------------------------------------|
 TR1428
 TR1428                          SUPERSEDED SURVEY CONTROL
 TR1428
 TR1428  NAD 83(1986)-  48 27 42.70482(N)    122 39 23.60327(W) AD(       ) 3
 TR1428  NAD 27      -  48 27 43.33700(N)    122 39 18.97800(W) AD(       ) 3
 TR1428  NGVD 29 (08/09/90)   11.0    (m)           36.     (f) VERT ANG       
 TR1428
 TR1428.Superseded values are not recommended for survey control.
 TR1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1428.See file dsdata.txt to determine how the superseded data were derived.
 TR1428
 TR1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2539067693(NAD 83)
 TR1428_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1428_SETTING: 66 = SET IN ROCK OUTCROP
 TR1428_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TR1428_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR1428+STABILITY: POSITION/ELEVATION WELL
 TR1428
 TR1428  HISTORY     - Date     Condition        Report By
 TR1428  HISTORY     - 1939     MONUMENTED       CGS
 TR1428  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1428  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1428  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TR1428  HISTORY     - 1981     GOOD             NOS
 TR1428
 TR1428                          STATION DESCRIPTION
 TR1428
 TR1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR1428'STATION IS ON THE WESTERN SHORE OF FIDALGO ISLAND, IN BURROWS
 TR1428'BAY, 1-1/2 MILES NNE OF LANGLEY POINT, 1/2 MILE NW OF LAKE ERIE,
 TR1428'ON A POINT FROM WHICH BIRD ROCKS ARE VISIBLE BETWEEN ALLEN ISLAND
 TR1428'AND BURROWS ISLAND.  POINT IS NOT VERY PROMINENT.  STATION IS
 TR1428'ON A FLAT OUTCROP OF ROCK, IN ABOUT CENTER OF POINT, WITH A DEEP
 TR1428'GULLY JUST TO THE N OF ROCK, 25 FEET ABOVE AND 10 FEET BACK OF
 TR1428'HIGH-WATER LINE, AND 1 FOOT IN FROM THE N EDGE OF ROCK.
 TR1428'STATION WAS PUT IN OLD DRILL HOLE IN ROCK, WHICH PROBABLY WAS
 TR1428'SHELF 1885 ALTHOUGH THE DETAIL DESCRIPTION DOES NOT CHECK VERY
 TR1428'WELL.  STATION NAMED BEFORE IT WAS KNOWN THAT THERE WAS AN OLD
 TR1428'STATION HERE.
 TR1428'
 TR1428'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 TR1428'OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN THE
 TR1428'ROCK.
 TR1428'
 TR1428'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN A DRILL HOLES
 TR1428'IN OUTCROPPING BEDROCK.
 TR1428'
 TR1428'REFERENCE MARKS ARE ALMOST IN RANGE WITH STATION TO SEAWARD OF
 TR1428'LINE BETWEEN REFERENCE MARKS.
 TR1428'
 TR1428'ANGLE AT REFERENCE MARK NO.1 BETWEEN STATION AND REFERENCE MARK
 TR1428'NO.2 IS 02 DEG 26 MIN.
 TR1428
 TR1428                          STATION RECOVERY (1953)
 TR1428
 TR1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1428'RECOVERED AS DESCRIBED.  A COMPLETE DESCRIPTION FOLLOWS--
 TR1428'
 TR1428'ON THE W SHORE OF FIDALGO ISLAND, IN BURROWS BAY, 1-1/2 MI. N-NE
 TR1428'OF LANGLEY POINT, 1/2 MI. NW OF LAKE ERIE, AND ON A POINT FROM
 TR1428'WHICH BIRD ROCKS ARE VISIBLE BETWEEN ALLEN ISLAND AND BURROWS
 TR1428'ISLAND.  POINT IS NOT VERY PROMINENT.  IT IS ON A FLAT OUTCROP OF
 TR1428'ROCK AT THE EDGE OF GRASS, IN ABOUT THE CENTER OF THE POINT WITH
 TR1428'A DEEP GULLY JUST TO THE N OF THE ROCK, 25 FT. ABOVE AND 10
 TR1428'FT. BACK FROM THE HIGH-WATERLINE, AND 1 FT. IN FROM THE N EDGE
 TR1428'OF THE ROCK.  A PATH LEADS DOWN TO THE BEACH TO THE S OF THE
 TR1428'STATION FROM MILLERS SUMMER COTTAGE ON THE BLUFF, AND THE
 TR1428'STATION CAN BE REACHED BY TAKING THE PATH PART WAY.  STATION
 TR1428'WAS PUT IN AN OLD DRILL HOLE IN A ROCK, WHICH WAS PROBABLY
 TR1428'STATION SHELF 1885, ALTHOUGH THE DETAILED DESCRIPTION DOES
 TR1428'NOT CHECK VERY WELL.  STATION WAS NAMED BEFORE IT WAS KNOWN THAT
 TR1428'THERE WAS AN OLD STATION HERE.  A STANDARD DISK, STAMPED
 TR1428'ERIE 1939 AND CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 TR1428'AND SURROUNDED BY A TRIANGLE CHISELED IN THE ROCK.
 TR1428'
 TR1428'REFERENCE MARKS ARE STANDARD DISKS, STAMPED 1 ERIE 1939 AND
 TR1428'2 ERIE 1939 AND CEMENTED IN DRILL HOLES IN OUTCROPPING
 TR1428'BEDROCK.  STATION IS SLIGHTLY TO SEAWARD OF A LINE BETWEEN THE
 TR1428'REFERENCE MARKS.  THE ANGLE AT REFERENCE MARK 1 BETWEEN THE
 TR1428'STATION AND REFERENCE MARK 2 IS 2 DEG 26 MIN.  THE DISTANCES TO
 TR1428'THE REFERENCE MARKS WERE CHECKED, BUT THE DIRECTIONS WERE NOT.
 TR1428
 TR1428                          STATION RECOVERY (1960)
 TR1428
 TR1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1428'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1428'CONDITION AS DESCRIBED BY F.N. IN 1953 EXCEPT THAT THE CHISELED
 TR1428'TRIANGLE MENTIONED IS NO LONGER VISIBLE.
 TR1428'
 TR1428'TO REACH THE STATION FROM THE POST OFFICE IN ANACORTES, GO
 TR1428'SOUTH ON COMMERCIAL ST. FOR 1.6 MILES TO 32ND ST. AND SERVICE
 TR1428'STATIONS ON RIGHT AND LEFT.  TURN RIGHT (WEST) ON 32ND ST. AND
 TR1428'GO 0.55 MILES TO THE INTERSECTION OF HEART LAKE ROAD.  TURN
 TR1428'LEFT (SOUTH) ON HEART LAKE ROAD AND GO 3.65 MILES TO THE
 TR1428'INTERSECTION OF ROSARIO ROAD AT THE EAST END OF A SMALL LAKE.
 TR1428'TURN RIGHT (WEST) ON ROSARIO ROAD FOR 0.9 MILE TO ITS INTERSECTION
 TR1428'WITH MARINE DRIVE.  THEN TURN RIGHT (NORTH) ON MARINE DRIVE
 TR1428'AND GO 0.8 MILE TO A DEEP CUT ON THE RIGHT AND A STEEL
 TR1428'GUARDRAIL AND FILL ON THE LEFT.  FROM THIS POINT PACK WESTWARD
 TR1428'TO ROCKY POINT AND THE STATION.
 TR1428
 TR1428                          STATION RECOVERY (1975)
 TR1428
 TR1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 TR1428'THE STATION MARK AND BOTH REFERENCE MARKS FOR STATION ERIE 1939,
 TR1428'WERE RECOVERED IN GOOD CONDITION.  HOWEVER, IT IS ALMOST CERTAIN
 TR1428'THAT ERIE 1939 AND SHELF 1885 ARE TWO DIFFERENT POINTS--
 TR1428'
 TR1428'MR. POWELL, ASSISTANT CITY ENGINEER, ANACORTES, FOUND A 1/2-INCH
 TR1428'DRILL HOLE, 1-1/2 INCHES DEEP, 67.32 FEET SOUTH-SOUTHWEST OF THE
 TR1428'STATION, AND COMPUTATIONS GIVE A VERY STRONG INDICATION THAT THIS
 TR1428'DRILL HOLE MARKS THE ORIGINAL POSITION OF SHELF 1885.  THE 1885
 TR1428'DESCRIPTION IS EXCELLENT, AND IF THE POINT IS APPROACHED FROM THE
 TR1428'GRAVEL BEACH, WHICH AT HIGH TIDE BEGINS ABOUT 40 YARDS SOUTHEAST
 TR1428'OF THE STATION, THE 5-FOOT WIDE SHELF, 12 FEET ABOVE HIGH WATER,
 TR1428'AND THE LOWER SHELF ARE EASILY FOUND AT THE SOUTHWESTERN CORNER
 TR1428'OF THE ROCKY POINT.  DESCRIPTION OF WHAT IS SEEN FROM THE POINT
 TR1428'IS ALSO ACCURATE.
 TR1428'
 TR1428'THE STATION IS ON THE WEST SIDE OF FIDALGO ISLAND, ABOUT 4-1/2
 TR1428'MILES SOUTH-SOUTHWEST OF ANACORTES, ON THE SECOND ROCKY POINT
 TR1428'NORTH OF LANGLEY POINT, ABOUT THE MIDDLE OF SECTION 2, T 34 N, R
 TR1428'1 E.
 TR1428'
 TR1428'TO REACH FROM THE INTERSECTION OF 12TH STREET (S.H. 20) AND
 TR1428'COMMERCIAL AVE. IN ANACORTES, GO WEST ON STATE HIGHWAY 20 FOR
 TR1428'3.0 MILES TO A Y, KEEP LEFT ON SUNSET DRIVE FOR 0.1 MILE, TURN
 TR1428'LEFT AND FOLLOW ANICO BEACH ROAD 1.9 MILES TO A Y.  (THE MAIN ROAD
 TR1428'IS NOW MARINE DRIVE ROAD).  *(TO REACH PLAT MON (AZI MK), KEEP
 TR1428'RIGHT ON DEL MAR DRIVE FOR 0.1 MILE TO A REVERSE Y DRIVEWAY
 TR1428'ON THE RIGHT, TURN SHARP RIGHT AND GO ABOUT 100 FEET TO MR.
 TR1428'ROBERT D. POWELLS HOUSE AND THE MARK 27.7 FEET WEST-NORTHWEST OF
 TR1428'THE NORTHWEST CORNER OF THE GARAGE AT 1152-A DELMAR DRIVE.
 TR1428'*TO REACH THE STATION, CONTINUE SOUTH ON MARINE DRIVE ROAD
 TR1428'FOR 1.35 MILE TO A REVERSE Y, TURN SHARP RIGHT AND FOLLOW THE
 TR1428'ROAD PARALLELING THE MAIN ROAD 0.1 MILE TO A SMALL,
 TR1428'2-STORY HOUSE.  CONTINUE ALONG ROAD ABOUT 50 FEET,
 TR1428'KEEP LEFT ON TRAIL FOR 40 YARDS, BEAR LEFT ALONG TRAIL ABOUT
 TR1428'50 YARDS, BEAR LEFT, CONTINUE 10 YARDS TO THE EDGE OF A SHARP
 TR1428'DRAW.  BEAR RIGHT AND FOLLOW TRAIL ALONG THE NORTH SIDE OF
 TR1428'THE DRAW FOR 55 YARDS TO A 4-FOOT STUMP AT THE POINT WHERE
 TR1428'THE GROUND BREAKS SHARPLY TOWARD THE WATER.  CONTINUE DOWN
 TR1428'THE STEEP SLOPE TO THE ROCKY POINT AND THE STATION ABOUT 100
 TR1428'FEET LOWER THAN THE STUMP.
 TR1428'
 TR1428'THE STATION MARK, STAMPED ERIE 1939, IS A STANDARD DISK SET IN
 TR1428'BEDROCK APPROXIMATELY IN THE CENTER OF THE 150-FOOT LONG,
 TR1428'BLUNT, ROCKY POINT, ABOUT 25 FEET ABOVE HIGH WATER, ON THE FLAT
 TR1428'BENCH AT THE BOTTOM OF THE VEGETATION, 1 FOOT SOUTH OF THE UPPER
 TR1428'EDGE OF A DEEP SHORT GULLY.
 TR1428'
 TR1428'REFERENCE MARK NO. 1, STAMPED 1 ERIE 1939, IS A STANDARD DISK
 TR1428'SET IN BEDROCK ON THE NORTH SIDE OF THE 6-FOOT DEEP, SHORT GULLY
 TR1428'WHICH LIES BETWEEN THIS MARK AND THE STATION MARK.
 TR1428'
 TR1428'REFERENCE MARK NO. 2, STAMPED 2 ERIE 1939, IS A STANDARD DISK
 TR1428'SET IN BEDROCK AT THE SAME ELEVATION AS THE STATION MARK.
 TR1428'
 TR1428'PLAT MON (AZI MK) IS A 1-1/4 INCH IRON PIPE DRIVEN INTO THE
 TR1428'GROUND, TOP OF WHICH IS 1 FOOT BELOW GROUND LEVEL, AND THIS PIPE
 TR1428'MARKS THE MOST WESTERLY CORNER OF LOT 5, RANCHO SAN JUAN DEL MAR
 TR1428'DIVISION NO. 1, PLAT.  IT IS 63.5 FEET SOUTH OF A 12-FOOT HIGH
 TR1428'ROCK CLIFF, 34.2 FEET WEST OF THE SOUTHWEST CORNER OF HOUSE
 TR1428'NO. 1152, AND ON LINE WITH THE SOUTH SIDE OF THIS HOUSE, 27.7
 TR1428'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE AT
 TR1428'1152 A DELMAR DRIVE AND 15.9 FEET SOUTH OF A 5-FOOT DIAMETER
 TR1428'BRICK BARBECUE PIT (MEASURED FROM CENTER).  MR. TAFT RING
 TR1428'OWNS THE HOUSE AT 1152 DELMAR DRIVE AND ROBERT POWELL OWNS
 TR1428'HOUSE NO. 1152-A.
 TR1428'
 TR1428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1428'4-1/2 MILES SOUTH-SOUTHWEST OF ANACORTES.
 TR1428
 TR1428                          STATION RECOVERY (1981)
 TR1428
 TR1428'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 TR1428'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TR1428'CONDITION AS DESCRIBED IN 1975.  STATION SHELF 1885 WAS RE-MARKED
 TR1428'WITH A DISK.
 TR1428'
 TR1428'THE STATION IS A CGS DISK
 TR1428'STAMPED---ERIE 1939---, CEMENTED IN A DRILL HOLE IN BARE BEDROCK.
 TR1428'
 TR1428'THE STATION WAS REACHED BY BOAT, LANDING ON THE SOUTH SIDE OF THE
 TR1428'ROCKY POINT, ON THE BEACH, AND THEN PACK NORTHWARD TO THE TOP OF
 TR1428'THE BARE ROCKY PART OF THE POINT, TO THE STATION.  ABOUT A 2
 TR1428'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2288 ***********************************************************************
 SA2288  DESIGNATION -  ERIE
 SA2288  PID         -  SA2288
 SA2288  STATE/COUNTY-  WA/BENTON
 SA2288  USGS QUAD   -  BADGER MTN (1978)
 SA2288
 SA2288                         *CURRENT SURVEY CONTROL
 SA2288  ___________________________________________________________________
 SA2288* NAD 83(1991)-  46 14 00.16274(N)    119 19 08.34365(W)     ADJUSTED  
 SA2288* NAVD 88     -       482.3    (meters)    1582.     (feet)  VERTCON   
 SA2288  ___________________________________________________________________
 SA2288  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 SA2288  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SA2288
 SA2288  HORZ ORDER  -  FIRST
 SA2288
 SA2288.The horizontal coordinates were established by classical geodetic methods
 SA2288.and adjusted by the National Geodetic Survey in December 1991..
 SA2288
 SA2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2288
 SA2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2288
 SA2288.The geoid height was determined by GEOID03.
 SA2288
 SA2288;                    North         East     Units Scale Factor Converg.
 SA2288;SPC WA S     -   100,721.540   591,090.499   MT  0.99993334   +0 51 28.4
 SA2288;SPC WA S     -   330,450.59  1,939,269.41   sFT  0.99993334   +0 51 28.4
 SA2288;UTM  11      - 5,122,591.820   321,194.150   MT  0.99999303   -1 40 30.5
 SA2288
 SA2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2288!SPC WA S     -   0.99992777  x   0.99993334  =   0.99986111
 SA2288!UTM  11      -   0.99992777  x   0.99999303  =   0.99992080
 SA2288
 SA2288:                Primary Azimuth Mark                     Grid Az
 SA2288:SPC WA S     -  RICHLAND TANK                            009 32 46.1
 SA2288:UTM  11      -  RICHLAND TANK                            012 04 45.0
 SA2288
 SA2288|---------------------------------------------------------------------|
 SA2288| PID    Reference Object                     Distance      Geod. Az  |
 SA2288|                                                           dddmmss.s |
 SA2288| SA2334 RICHLAND TANK                       APPROX.15.6 KM 0102414.5 |
 SA2288| AH6869 ERIE RM 1                             6.494 METERS 03626     |
 SA2288| SA2221 WEST PASCO WATER SYSTEM TANK        APPROX. 7.7 KM 0600437.9 |
 SA2288| SA2213 PASCO VOR                           APPROX.16.0 KM 0780410.6 |
 SA2288| SA2212 PASCO AIRPORT BEACON                APPROX.16.0 KM 0802016.6 |
 SA2288| CF5247 ERIE AZ MK                                         0991018.1 |
 SA2288| SA2289 BADGER                                5.586 METERS 10031     |
 SA2288| SA2366 KIONA TV STA KNDU MICROWAVE         APPROX.19.0 KM 2744743.3 |
 SA2288|---------------------------------------------------------------------|
 SA2288
 SA2288                          SUPERSEDED SURVEY CONTROL
 SA2288
 SA2288  NAD 83(1991)-  46 14 00.16446(N)    119 19 08.34350(W) AD(       ) 1
 SA2288  NAD 83(1986)-  46 14 00.17186(N)    119 19 08.33595(W) AD(       ) 1
 SA2288  NAD 27      -  46 14 00.68800(N)    119 19 04.26600(W) AD(       ) 1
 SA2288  NGVD 29 (07/19/86)  481.3    (m)         1579.     (f) VERT ANG       
 SA2288
 SA2288.Superseded values are not recommended for survey control.
 SA2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2288.See file dsdata.txt to determine how the superseded data were derived.
 SA2288
 SA2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2119422592(NAD 83)
 SA2288_MARKER: DS = TRIANGULATION STATION DISK
 SA2288_SETTING: 66 = SET IN ROCK OUTCROP
 SA2288_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SA2288_STAMPING: ERIE 1947
 SA2288_MARK LOGO: CGS   
 SA2288_PROJECTION: FLUSH
 SA2288_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA2288+STABILITY: POSITION/ELEVATION WELL
 SA2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2288+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1988
 SA2288
 SA2288  HISTORY     - Date     Condition        Report By
 SA2288  HISTORY     - 1947     MONUMENTED       CGS
 SA2288  HISTORY     - 1956     GOOD             CGS
 SA2288  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SA2288  HISTORY     - 19880612 GOOD             WADT
 SA2288
 SA2288                          STATION DESCRIPTION
 SA2288
 SA2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SA2288'THE STATION IS LOCATED ABOUT 10 MILES WEST NORTHWEST OF KENNEWICK,
 SA2288'ABOUT 4.5 MILES WEST SOUTHWEST OF THE MOUTH OF THE YAKIMA RIVER,
 SA2288'ABOUT 3 MILES SOUTHWEST OF RICHLAND, ABOUT 1.5 MILES SOUTH OF
 SA2288'U.S. HIGHWAY NUMBER 410 AND ON THE SUMMIT OF A PROMINENT RANGE OF
 SA2288'HILLS WHICH LIE BETWEEN THE NORTHERN PACIFIC RAILROAD AND THE
 SA2288'YAKIMA RIVER.  THE STATION IS ON THE SOUTHEASTERLY OF TWO POINTS
 SA2288'WHICH ARE ABOUT 200 YARDS APART AND ARE OF ALMOST THE SAME
 SA2288'ELEVATION.
 SA2288'
 SA2288'TO REACH FROM THE NORTH SIDE OF KENNEWICK, GO WESTERLY ON
 SA2288'U.S. HIGHWAY NUMBER 410 FOR 6.5 MILES.  CONTINUE STRAIGHT AHEAD,
 SA2288'ON U.S. HIGHWAY NUMBER 410, FOR 1.0 MILE.  TURN LEFT, PASS TO THE
 SA2288'LEFT HAND SIDE OF A RANCH HOUSE, AND GO ABOUT 100 YARDS SOUTH.
 SA2288'PASS UNDER A WOODEN FLUME AND CONTINUE SOUTH AND WEST FOR 1.0
 SA2288'MILE.  CROSS OVER THE RAILROAD TRACKS AND CONTINUE SOUTH AND
 SA2288'WEST, ON THE GRADED ROAD, FOR 3.0 MILES TO A POINT ON THE WEST
 SA2288'SIDE OF THE HILLS AND WHERE THE ROAD STARTS DOWNGRADE.  FROM
 SA2288'THIS POINT BEAR RIGHT, ACROSS COUNTRY, AND GO EAST AND NORTH
 SA2288'ALONG THE CREST OF THE RIDGE FOR 2.5 MILES TO THE SUMMIT AND THE
 SA2288'STATION.  THIS ROUTE IS STEEP AND HEAVILY COVERED WITH SAGE
 SA2288'BRUSH.  IT WAS NECESSARY TO USE A TRUCK WITH FOUR WHEEL
 SA2288'DRIVE IN ORDER TO DRIVE THIS STATION.
 SA2288'
 SA2288'THE STATION IS A STANDARD DISK, STAMPED ERIE 1947, SET INTO A
 SA2288'DRILL HOLE IN A BURIED BOULDER WHICH PROJECTS ABOUT 1 INCH.
 SA2288'
 SA2288'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ERIE NO 1
 SA2288'1947, SET INTO A DRILL HOLE IN A BURIED BOULDER WHICH PROJECTS
 SA2288'ABOUT 1 INCH AND IS ABOUT 1.5 FEET LOWER THAN THE STATION.
 SA2288'
 SA2288'REFERENCE MARK NUMBER 2 IS A U.S. ENGINEERS CONTROL STATION,
 SA2288'BRONZE DISK, SET INTO A DRILL HOLE IN A BURIED BOULDER WHICH
 SA2288'PROJECTS ABOUT 2 INCHES AND IS ABOUT 6 INCHES LOWER THAN THE
 SA2288'STATION.  THE DISK IS STAMPED BADGER 1947.
 SA2288'
 SA2288'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ERIE 1947, SET INTO
 SA2288'A DRILL HOLE IN A BURIED BOULDER WHICH PROJECTS ABOUT 1 INCH.  IT
 SA2288'IS LOCATED ABOUT 0.1 MILE EAST OF THE STATION AND ON A POINT OF
 SA2288'THE RIDGE WHICH IS ABOUT 100 FEET LOWER THAN THE STATION.  A
 SA2288'SMALL CAIRN IS 3 FEET NORTH OF THE AZIMUTH MARK.
 SA2288'
 SA2288'RECONNAISSANCE NOTE--STATION ERIE (USGS) WAS LOCATED ON THIS HILL,
 SA2288'BUT EVIDENTLY THE MARK HAS BEEN DESTROYED, AS THE CAIRN HAS BEEN
 SA2288'DEMOLISHED AND SCATTERED OVER THE HILL-TOP.  NO EVIDENCE OF THE
 SA2288'MARK COULD BE FOUND.
 SA2288
 SA2288                          STATION RECOVERY (1956)
 SA2288
 SA2288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 SA2288'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 SA2288'CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 SA2288'IN PLACE BUT WERE BADLY DEFACED.  A ROAD HAS BEEN BUILT TO THE
 SA2288'STATION SIDE AND SEVERAL BUILDINGS HAVE BEEN ERECTED NEARBY SINCE
 SA2288'THE DATE OF THE ORIGINAL DESCRIPTION.  A COMPLETE NEW DESCRIPTION
 SA2288'FOLLOWS--
 SA2288'
 SA2288'THE STATION IS LOCATED ON THE SOUTHEASTERLY AND SLIGHTLY HIGHER
 SA2288'OF TWO KNOLLS ON BADGER MOUNTAIN, ABOUT 3.5 MILES AIRLINE SOUTHWEST
 SA2288'OF RICHLAND, ABOUT 9.7 MILES AIRLINE WEST OF KENNEWICK AND ABOUT
 SA2288'4.0 MILES AIRLINE NORTH OF THE NORTHERN PACIFIC RAILROAD.
 SA2288'
 SA2288'TO REACH THE STATION FROM THE POST OFFICE AT RICHLAND, GO SOUTH
 SA2288'ON GEORGE WASHINGTON WAY (STATE HIGHWAY 3R) FOR 2.6 MILES TO A
 SA2288'TRAFFIC SEPARATOR.  TAKE THE RIGHT FORK AND GO WEST ALONG
 SA2288'U.S. HIGHWAY 410 FOR 4.2 MILES TO AN OVERPASS.  CONTINUE STRAIGHT
 SA2288'AHEAD FOR 0.9 MILE TO A BLADED ROAD LEFT WHICH PASSES THROUGH THE
 SA2288'SADDLE BETWEEN TWO PROMINENT HILLS TO THE SOUTH.  TURN LEFT AND
 SA2288'FOLLOW THE MAIN TRAVELLED ROAD FOR 0.2 MILE TO A FORK JUST EAST
 SA2288'OF A CANAL.  TAKE THE RIGHT FORK, CROSS THE CANAL AND CONTINUE
 SA2288'0.3 MILE TO A FORK AT THE POWER LINE.  TAKE THE RIGHT FORK AND
 SA2288'GO 0.3 MILE TO A REVERSE FORK LEFT.  BEAR RIGHT AND GO 0.7 MILE
 SA2288'TO A LESS TRAVELED LEFT FORK.  TAKE THE LEFT FORK UP THE HIGH
 SA2288'RIDGE TO THE EAST AND GO 0.45 MILE TO THREE FORKS.  TAKE THE
 SA2288'LEFT FORK (ALL THREE FORKS GO TO THE SAME PLACE) AND GO 0.8
 SA2288'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.05 MILE TO A FORK
 SA2288'ABOUT 100 FEET SOUTHWEST OF A GROUP OF ANTENNAE.  TAKE THE RIGHT
 SA2288'FORK AND CONTINUE 0.2 MILE ALONG THE CREST OF THE RIDGE TO
 SA2288'THE HIGH POINT AND THE STATION SITE.
 SA2288'
 SA2288'THE STATION MARK IS A STANDARD DISK STAMPED ERIE 1947 SET IN A
 SA2288'DRILL HOLE IN A BURIED BOULDER WHICH PROJECTS ONE INCH.  IT IS
 SA2288'81.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 SA2288'BUILDING AND 4 FEET WEST OF A CAIRN 3 FEET HIGH.
 SA2288'
 SA2288'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ERIE NO 1 1947 SET IN
 SA2288'A DRILL HOLE IN A BURIED BOULDER WHICH PROJECTS ONE INCH AND IS
 SA2288'ABOUT 1.5 FEET LOWER THAN THE STATION.
 SA2288'
 SA2288'REFERENCE MARK 2 IS A STANDARD U.S. ENGINEERS TRIANGULATION DISK
 SA2288'STAMPED BADGER 1947 SET IN A DRILL HOLE IN A BURIED BOULDER WHICH
 SA2288'PROJECTS ABOUT 2 INCHES AND IS ABOUT SIX INCHES LOWER THAN THE
 SA2288'STATION.  THE STAMPING ON THE DISK IS BARELY LEGIBLE.
 SA2288'
 SA2288'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ERIE 1947 SET IN A
 SA2288'DRILL HOLE IN A BURIED BOULDER WHICH PROJECTS ABOUT 1 INCH.  IT IS
 SA2288'LOCATED ABOUT 0.1 MILE EAST OF THE STATION ON A POINT OF THE RIDGE
 SA2288'WHICH IS ABOUT 100 FEET LOWER THAN THE STATION.  THE DISK HAS BEEN
 SA2288'DEFACED AND THE STAMPING IS BARELY LEGIBLE.
 SA2288
 SA2288                          STATION RECOVERY (1971)
 SA2288
 SA2288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 SA2288'STATION MARK, REFERENCE MARK 1, BADGER (USE) (REFERENCE MARK 2) AND
 SA2288'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN VERY POOR
 SA2288'CONDITION.  THE STATION MARK AND BOTH REFERENCE MARKS WERE
 SA2288'REINFORCED WITH CONCRETE.  BADGER (USE) (REFERENCE MARK 2) HAS
 SA2288'BEEN BEATEN UNTIL IT IS ALMOST IMPOSSIBLE TO DISTINGUISH THE
 SA2288'STAMPING AND A DIFFERENCE OF FOUR MINUTES AND THIRTY SECONDS
 SA2288'WAS NOTED IN THE DIRECTION TO THE MARK.  A DIFFERENCE OF 0.026
 SA2288'METERS WAS NOTED IN THE DISTANCE TO REFERENCE MARK 1.  THE
 SA2288'DIFFERENCE WAS CONFIRMED BY DIFFERENT OBSERVERS ON DIFFERENT
 SA2288'DAYS.  DUE TO THESE CHANGES FOLLOWING IS A NEW AND COMPLETE
 SA2288'DESCRIPTION--
 SA2288'
 SA2288'STATION IS LOCATED ON THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN
 SA2288'AS BADGER BUTTE AND IS ABOUT 8 MILES NORTHWEST OF KENNEWICK, 6
 SA2288'MILES WEST OF THE COLUMBIA RIVER, 3 MILES SOUTHWEST OF RICHLAND,
 SA2288'ON GOVERNMENT OWNED PROPERTY AND IS IN THE SOUTHWEST 1/4 OF
 SA2288'SECTION 28, T 9 N, R 28 E.
 SA2288'
 SA2288'TO REACH FROM THE HANFORD SCIENCE CENTER IN RICHLAND, GO EAST FOR
 SA2288'0.1 MILE TO GEORGE WASHINGTON WAY (BUSINESS ROUTE 240).  TURN RIGHT
 SA2288'AND GO SOUTH AND SOUTHEAST ON GEORGE WASHINGTON WAY, PASSING OVER
 SA2288'THE YAKIMA RIVER, FOR 3.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 12
 SA2288'WEST.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 12 FOR 4.9 MILES TO
 SA2288'A CROSSROAD.  TURN LEFT AND GO SOUTH ON KEENE ROAD FOR 0.15 MILE
 SA2288'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST AND SOUTH
 SA2288'ON A GRAVEL ROAD FOR 0.4 MILE TO A WIRE GATE.  PASS THROUGH THE
 SA2288'GATE AND CONTINUE SOUTHERLY ON THE ROAD FOR 1.1 MILE TO A SIDE
 SA2288'ROAD LEFT AND FARM BUILDINGS ON THE RIGHT.  TURN LEFT AND
 SA2288'FOLLOW TRACK ROAD EAST, UPHILL, FOR 1.8 MILES TO THE TOP OF
 SA2288'BADGER BUTTE, A CONCRETE BUILDING ON THE LEFT AND THE STATION
 SA2288'ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 SA2288'CONTINUE EAST ON THE TRACK ROAD FOR 0.2 MILE TO THE FIRST
 SA2288'KNOLL AND THE MARK ON THE LEFT.  NOTE--A FOUR-WHEEL DRIVE IS
 SA2288'REQUIRED IN WET WEATHER.
 SA2288'
 SA2288'STATION MARK IS A STANDARD DISK, STAMPED ERIE 1947, CEMENTED IN A
 SA2288'DRILL HOLE IN THE TOP OF A SMALL OUTCROP WHICH IS FLUSH WITH THE
 SA2288'GROUND SURFACE.  IT IS 71 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 SA2288'OF A FENCE AROUND THE CONCRETE BLOCK BUILDING AND 71 FEET SOUTH
 SA2288'OF THE APPROXIMATE CENTER OF A TRACK ROAD.
 SA2288'
 SA2288'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ERIE 1947 NO 1,
 SA2288'CEMENTED IN A DRILL HOLE IN THE TOP OF AN 8 X 14 INCH OUTCROP
 SA2288'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 55
 SA2288'FEET WEST-SOUTHWEST OF THE FENCE CORNER, 50 FEET SOUTH OF THE
 SA2288'APPROXIMATE CENTER OF THE TRACK ROAD AND ABOUT 2 FEET LOWER IN
 SA2288'ELEVATION THAN THE STATION.
 SA2288'
 SA2288'REFERENCE MARK 2 IS A U.S. ARMY CORP OF ENGINEERS STATION MARK
 SA2288'DISK, STAMPED BADGER 1947, CEMENTED IN A DRILL HOLE IN THE TOP OF
 SA2288'A SMALL OUTCROP WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 SA2288'SURFACE.  IT IS 67 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 SA2288'TRACK ROAD, 56 FEET SOUTHWEST OF THE FENCE CORNER AND SLIGHTLY
 SA2288'LOWER THAN THE STATION MARK.
 SA2288'
 SA2288'ERIE 1947 RM A IS A STANDARD DISK, STAMPED ERIE 1947 RM-A, BRAZED
 SA2288'TO THE TOP OF A 2-INCH IRON PIPE, CEMENTED IN AN IRREGULAR MASS OF
 SA2288'CONCRETE.  THE PIPE PROJECTS ABOUT 10 INCHES ABOVE THE GROUND
 SA2288'SURFACE.  IT IS 74 FEET SOUTHEAST OF THE SOUTHWEST FENCE CORNER,
 SA2288'64 FEET SOUTH OF THE SOUTHEAST CORNER OF THE FENCE AND ABOUT 10
 SA2288'FEET LOWER IN ELEVATION THAN THE STATION.
 SA2288'
 SA2288'AZIMUTH MARK IS A STANDARD DISK, STAMPED ERIE 1947, CEMENTED IN A
 SA2288'DRILL HOLE IN THE TOP OF A 6 X 12 INCH OUTCROP WHICH IS FLUSH WITH
 SA2288'THE GROUND SURFACE.  IT IS 21 FEET NORTH OF THE APPROXIMATE CENTER
 SA2288'OF THE TRACK ROAD.
 SA2288'
 SA2288'HEIGHT OF LIGHT ABOVE STATION MARK 34 FEET.
 SA2288'
 SA2288'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA2288'3 MILES SOUTHWEST OF RICHLAND.
 SA2288
 SA2288                          STATION RECOVERY (1988)
 SA2288
 SA2288'RECOVERY NOTE BY WA DEPT OF TRANSP 1988 (DAW)
 SA2288'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) WEST OF PASCO, 14.5 KM
 SA2288'(9.00 MI) WEST-NORTHWEST OF KENNEWICK, 6.4 KM (3.95 MI)
 SA2288'SOUTH-SOUTHWEST OF RICHLAND , IN THE SOUTHWEST 1/4 OF SECTION 28, T9N,
 SA2288'R28E AND ON A HILL LOCALLY KNOWN AS BADGER MOUNTAIN. TO REACH FROM THE
 SA2288'WEST RICHLAND CITY HALL, GO NORTHWEST ON W VAN GIESEN STREET FOR 1.0
 SA2288'KM (0.60 MI) TO THE INTERSECTION OF 46TH STREET.  TURN LEFT AND GO
 SA2288'SOUTH ON 46TH STREET FOR 0.6 KM (0.35 MI) TO THE INTERSECTION OF
 SA2288'BOMBING RANGE ROAD.  TURN RIGHT AND GO SOUTHWEST ON BOMBING RANGE ROAD
 SA2288'FOR 4.3 KM (2.65 MI) TO THE INTERSECTION OF KEENE ROAD AND DALLAS
 SA2288'ROAD. CONTINUE SOUTH ON DALLAS ROAD FOR 1.6 KM (1.00 MI) TO A SIDE
 SA2288'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST UPHILL ON THE GRAVELED ROAD FOR
 SA2288'2.4 KM (1.50 MI) TO THE TOP OF THE HILL AND THE STATION. THE MARK IS
 SA2288'SET FLUSH IN A DRILL HOLE IN A ROCK OUTCROP THAT HAS BEEN REINFORCED
 SA2288'WITH CONCRETE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 11.0 M
 SA2288'(36.1 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHAIN LINK
 SA2288'FENCE THAT SURROUNDS THE SMALL RADIO TOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2290 ***********************************************************************
 SA2290  DESIGNATION -  ERIE RM A
 SA2290  PID         -  SA2290
 SA2290  STATE/COUNTY-  WA/BENTON
 SA2290  USGS QUAD   -  BADGER MTN (1978)
 SA2290
 SA2290                         *CURRENT SURVEY CONTROL
 SA2290  ___________________________________________________________________
 SA2290* NAD 83(1991)-  46 13 59.64443(N)    119 19 07.32447(W)     ADJUSTED  
 SA2290* NAVD 88     -       480.0    (meters)    1575.     (feet)  VERTCON   
 SA2290  ___________________________________________________________________
 SA2290  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 SA2290  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SA2290
 SA2290  HORZ ORDER  -  FIRST
 SA2290
 SA2290.The horizontal coordinates were established by classical geodetic methods
 SA2290.and adjusted by the National Geodetic Survey in December 1991..
 SA2290
 SA2290.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2290
 SA2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2290
 SA2290.The geoid height was determined by GEOID03.
 SA2290
 SA2290;                    North         East     Units Scale Factor Converg.
 SA2290;SPC WA S     -   100,705.867   591,112.573   MT  0.99993335   +0 51 29.1
 SA2290;SPC WA S     -   330,399.17  1,939,341.83   sFT  0.99993335   +0 51 29.1
 SA2290;UTM  11      - 5,122,575.185   321,215.511   MT  0.99999294   -1 40 29.7
 SA2290
 SA2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2290!SPC WA S     -   0.99992813  x   0.99993335  =   0.99986148
 SA2290!UTM  11      -   0.99992813  x   0.99999294  =   0.99992107
 SA2290
 SA2290:                Primary Azimuth Mark                     Grid Az
 SA2290:SPC WA S     -  RICHLAND TANK                            009 27 23.8
 SA2290:UTM  11      -  RICHLAND TANK                            011 59 22.6
 SA2290
 SA2290|---------------------------------------------------------------------|
 SA2290| PID    Reference Object                     Distance      Geod. Az  |
 SA2290|                                                           dddmmss.s |
 SA2290| SA2334 RICHLAND TANK                       APPROX.15.6 KM 0101852.9 |
 SA2290| SA2221 WEST PASCO WATER SYSTEM TANK        APPROX. 7.7 KM 0595332.8 |
 SA2290| SA2213 PASCO VOR                           APPROX.16.0 KM 0775951.2 |
 SA2290| SA2212 PASCO AIRPORT BEACON                APPROX.16.0 KM 0801606.5 |
 SA2290| CF5247 ERIE AZ MK                                         0962135.0 |
 SA2290| SA2366 KIONA TV STA KNDU MICROWAVE         APPROX.19.0 KM 2745017.6 |
 SA2290| SA2291 RICHLAND RAD STA KORD FM MAST       312.518 METERS 31803     |
 SA2290|---------------------------------------------------------------------|
 SA2290
 SA2290                          SUPERSEDED SURVEY CONTROL
 SA2290
 SA2290  NAD 83(1991)-  46 13 59.64615(N)    119 19 07.32433(W) AD(       ) 1
 SA2290  NAD 83(1986)-  46 13 59.65345(N)    119 19 07.31656(W) AD(       ) 1
 SA2290  NAD 27      -  46 14 00.16968(N)    119 19 03.24686(W) AD(       ) 1
 SA2290  NGVD 29 (07/19/86)  479.0    (m)         1572.     (f) VERT ANG       
 SA2290
 SA2290.Superseded values are not recommended for survey control.
 SA2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2290.See file dsdata.txt to determine how the superseded data were derived.
 SA2290
 SA2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2121622575(NAD 83)
 SA2290_MARKER: DD = SURVEY DISK
 SA2290_SETTING: 0 = UNSPECIFIED SETTING
 SA2290_STAMPING: ERIE 1947 RM-A
 SA2290_MARK LOGO: NGS   
 SA2290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2290
 SA2290  HISTORY     - Date     Condition        Report By
 SA2290  HISTORY     - 1971     MONUMENTED       NGS
 SA2290
 SA2290                          STATION DESCRIPTION
 SA2290
 SA2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 SA2290'STATION IS LOCATED ABOUT 12 MILES WEST OF PASCO, 9 MILES
 SA2290'WEST-NORTHWEST OF KENNEWICK, 4 MILES SOUTH-SOUTHWEST OF RICHLAND,
 SA2290'ON A HILL WHICH IS LOCALLY KNOWN AS BADGER MOUNTAIN AND IS IN THE
 SA2290'SOUTHWEST 1/4 OF SECTION 28, T 9 N, R 28 E.
 SA2290'
 SA2290'FOR TO REACH, SEE DESCRIPTION TO STATION ERIE 1947.
 SA2290'
 SA2290'STATION MARK IS A STANDARD DISK, STAMPED ERIE 1947 RM-A, BRAZED TO
 SA2290'THE TOP OF A 2-INCH IRON PIPE, CEMENTED IN AN IRREGULAR MASS OF
 SA2290'CONCRETE AND PROJECTS ABOUT 10 INCHES ABOVE THE GROUND SURFACE.  IT
 SA2290'IS 74 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A FENCE AROUND A
 SA2290'CONCRETE BLOCK BUILDING, 64 FEET SOUTH OF THE SOUTHEAST CORNER OF
 SA2290'A FENCE AROUND THE BUILDING AND ABOUT 10 FEET LOWER THAN THE
 SA2290'STATION ERIE 1947.
 SA2290'
 SA2290'STATION ERIE 1947 IS A STANDARD DISK, STAMPED ERIE 1947, CEMENTED
 SA2290'IN A DRILL HOLE IN A SMALL OUTCROP WHICH IS FLUSH WITH THE GROUND
 SA2290'SURFACE.  IT IS 71 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 SA2290'FENCE AROUND THE BUILDING, 71 FEET SOUTH OF THE APPROXIMATE CENTER
 SA2290'OF A TRACK ROAD AND ON THE HIGHEST PART OF THE HILL.  THE MARK
 SA2290'HAS BEEN REINFORCED AND IS IN FAIR CONDITION.
 SA2290'
 SA2290'AZIMUTH MARK IS A STANDARD DISK, STAMPED ERIE 1947, CEMENTED IN A
 SA2290'DRILL HOLE IN A 6-INCH BY 12-INCH OUTCROP WHICH IS FLUSH WITH THE
 SA2290'GROUND SURFACE.  IT IS 21 FEET NORTH OF THE APPROXIMATE CENTER OF
 SA2290'A TRACK ROAD.
 SA2290'
 SA2290'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON TRACK ROAD,
 SA2290'DOWNHILL FOR ABOUT 0.2 MILE TO THE FIRST KNOLL EAST OF THE STATION
 SA2290'AND THE MARK ON THE LEFT.
 SA2290'
 SA2290'HEIGHT OF LIGHT ABOVE STATION MARK 10.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5341 ***********************************************************************
 SY5341  DESIGNATION -  ERLAND
 SY5341  PID         -  SY5341
 SY5341  STATE/COUNTY-  WA/KITSAP
 SY5341  USGS QUAD   -  BREMERTON WEST (1981)
 SY5341
 SY5341                         *CURRENT SURVEY CONTROL
 SY5341  ___________________________________________________________________
 SY5341* NAD 83(1991)-  47 36 20.51762(N)    122 41 10.13620(W)     ADJUSTED  
 SY5341* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5341  ___________________________________________________________________
 SY5341  LAPLACE CORR-         -14.82  (seconds)                    DEFLEC99
 SY5341  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 SY5341
 SY5341  HORZ ORDER  -  SECOND
 SY5341
 SY5341.The horizontal coordinates were established by classical geodetic methods
 SY5341.and adjusted by the National Geodetic Survey in December 1991..
 SY5341
 SY5341.The orthometric height was scaled from a topographic map.
 SY5341
 SY5341.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5341
 SY5341.The geoid height was determined by GEOID03.
 SY5341
 SY5341;                    North         East     Units Scale Factor Converg.
 SY5341;SPC WA N     -    69,019.856   360,698.656   MT  0.99998196   -1 22 46.1
 SY5341;SPC WA N     -   226,442.64  1,183,392.17   sFT  0.99998196   -1 22 46.1
 SY5341;UTM  10      - 5,272,524.571   523,589.707   MT  0.99960684   +0 13 54.4
 SY5341
 SY5341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5341!SPC WA N     -   1.00000321  x   0.99998196  =   0.99998517
 SY5341!UTM  10      -   1.00000321  x   0.99960684  =   0.99961005
 SY5341
 SY5341:                Primary Azimuth Mark                     Grid Az
 SY5341:SPC WA N     -  FAIRVIEW                                 024 44 18.8
 SY5341:UTM  10      -  FAIRVIEW                                 023 07 38.3
 SY5341
 SY5341|---------------------------------------------------------------------|
 SY5341| PID    Reference Object                     Distance      Geod. Az  |
 SY5341|                                                           dddmmss.s |
 SY5341| SY5317 FAIRVIEW                            APPROX. 1.9 KM 0232132.7 |
 SY5341| CF6599 ERLAND RM 1                           8.245 METERS 31210     |
 SY5341| CF6600 ERLAND RM 2                          22.658 METERS 31655     |
 SY5341| SY5349 COBBLE                              433.555 METERS 3294945.9 |
 SY5341|---------------------------------------------------------------------|
 SY5341
 SY5341                          SUPERSEDED SURVEY CONTROL
 SY5341
 SY5341  NAD 83(1986)-  47 36 20.51289(N)    122 41 10.14293(W) AD(       ) 2
 SY5341  NAD 27      -  47 36 21.17600(N)    122 41 05.63700(W) AD(       ) 2
 SY5341
 SY5341.Superseded values are not recommended for survey control.
 SY5341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5341.See file dsdata.txt to determine how the superseded data were derived.
 SY5341
 SY5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2359072525(NAD 83)
 SY5341_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5341
 SY5341  HISTORY     - Date     Condition        Report By
 SY5341  HISTORY     - 1935     MONUMENTED       CGS
 SY5341  HISTORY     - 1945     SEE DESCRIPTION  LOCENG
 SY5341  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY5341
 SY5341                          STATION DESCRIPTION
 SY5341
 SY5341'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5341'LOCATED IN PUGET SOUND N AND W OF BREMERTON IN DYES INLET ON THE
 SY5341'GRAVEL SPIT AT ERLAND POINT ON THE W SHORE OF OSTRICH BAY.  THE
 SY5341'STATION IS AT THE HIGH-WATER LINE OF THE S SHORE OF THE SPIT 20
 SY5341'PACES INSHORE FROM THE END OF THE SPIT AND 37 METERS FROM THE TOE
 SY5341'OF A GENTLE SLOPE THAT RISES FROM THE BASE OF THE SPIT.  FLUSH
 SY5341'WITH THE GROUND AND MARKED WITH A STANDARD BRONZE DISK SET IN
 SY5341'CONCRETE, AS DESCRIBED IN NOTE 1A.
 SY5341'
 SY5341'REFERENCE MARK NO.1, A STANDARD BRONZE DISK SET IN CONCRETE AS
 SY5341'DESCRIBED IN NOTE 11A, IS IN THE MIDDLE OF THE SPIT, W OF THE
 SY5341'STATION AND 32 METERS FROM THE TOE OF THE SLOPE, FLUSH WITH THE
 SY5341'GROUND.
 SY5341'
 SY5341'REFERENCE MARK NO.2 IS A HOLE IN A SMALL BOULDER 1 FOOT BACK OF
 SY5341'THE HIGH-WATER LINE ON THE N SHORE OF THE SPIT.  (POSSIBLY THIS IS
 SY5341'STATION OSTRICH 1880).
 SY5341
 SY5341                          STATION RECOVERY (1945)
 SY5341
 SY5341'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 SY5341'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  REFERENCE
 SY5341'MARKS RECOVERED.
 SY5341
 SY5341                          STATION RECOVERY (1969)
 SY5341
 SY5341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LLB)
 SY5341'PREVIOUS DESCRIPTION IS ON PAGE 11 - DESCRIPTION SHOULD BE
 SY5341'AMENDED.  THE STATION IS UNDERGROUND 2.5 FT AT A TRIANGLE POINT
 SY5341'FORMED 38 FT SE OF THE NE CORNER AND 27 FT E OF THE SE CORNER OF
 SY5341'THE HOME OF MR. ED. C. HEUSE.
 SY5341'
 SY5341'REFERENCE MARK NO. 1 IS APPROX 3 FT E FROM THE CENTER OF THE
 SY5341'E. SIDE OF THE HOUSE.  UNDERGROUND IN THE BOTTOM OF A 18 INCH
 SY5341'CONCRETE PIPE.
 SY5341'
 SY5341'REFERENCE MARK NO. 2 WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1085 ***********************************************************************
 TR1085  DESIGNATION -  ERODE
 TR1085  PID         -  TR1085
 TR1085  STATE/COUNTY-  WA/SNOHOMISH
 TR1085  USGS QUAD   -  TULALIP (1978)
 TR1085
 TR1085                         *CURRENT SURVEY CONTROL
 TR1085  ___________________________________________________________________
 TR1085* NAD 83(1991)-  48 02 33.29210(N)    122 15 43.79166(W)     ADJUSTED  
 TR1085* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1085  ___________________________________________________________________
 TR1085  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 TR1085  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 TR1085
 TR1085  HORZ ORDER  -  THIRD
 TR1085
 TR1085.The horizontal coordinates were established by classical geodetic methods
 TR1085.and adjusted by the National Geodetic Survey in December 1991..
 TR1085
 TR1085.The orthometric height was scaled from a topographic map.
 TR1085
 TR1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1085
 TR1085.The geoid height was determined by GEOID03.
 TR1085
 TR1085;                    North         East     Units Scale Factor Converg.
 TR1085;SPC WA N     -   116,905.295   393,472.935   MT  0.99994311   -1 03 49.7
 TR1085;SPC WA N     -   383,546.79  1,290,919.12   sFT  0.99994311   -1 03 49.7
 TR1085;UTM  10      - 5,321,296.286   554,993.755   MT  0.99963716   +0 32 55.3
 TR1085
 TR1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1085!SPC WA N     -   1.00000332  x   0.99994311  =   0.99994643
 TR1085!UTM  10      -   1.00000332  x   0.99963716  =   0.99964048
 TR1085
 TR1085|---------------------------------------------------------------------|
 TR1085| PID    Reference Object                     Distance      Geod. Az  |
 TR1085|                                                           dddmmss.s |
 TR1085| CF8690 ERODE RM 2                           10.111 METERS 00538     |
 TR1085| CF8689 ERODE RM 1                           18.900 METERS 10724     |
 TR1085| TR1087 ZYTEL 1971                          396.515 METERS 13339     |
 TR1085| TR1080 GEDNEY EAST 2 RESET                 APPROX. 5.1 KM 2170621.1 |
 TR1085|---------------------------------------------------------------------|
 TR1085
 TR1085                          SUPERSEDED SURVEY CONTROL
 TR1085
 TR1085  NAD 83(1986)-  48 02 33.28968(N)    122 15 43.79085(W) AD(       ) 3
 TR1085  NAD 27      -  48 02 33.95600(N)    122 15 39.28800(W) AD(       ) 3
 TR1085
 TR1085.Superseded values are not recommended for survey control.
 TR1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1085.See file dsdata.txt to determine how the superseded data were derived.
 TR1085
 TR1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5499421296(NAD 83)
 TR1085_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1085_SETTING: 80 = SET IN A BOULDER
 TR1085_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TR1085
 TR1085  HISTORY     - Date     Condition        Report By
 TR1085  HISTORY     - 1954     MONUMENTED       CGS
 TR1085  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1085  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TR1085  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TR1085
 TR1085                          STATION DESCRIPTION
 TR1085
 TR1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR1085'ABOUT 4 MILES NORTHWEST OF THE CITY OF EVERETT, 1.5 MILES NORTHWEST
 TR1085'OF PRIEST POINT AND 1.0 MILES SOUTHEAST OF MISSION BEACH.  THE
 TR1085'GROUND RISES ABRUPTLY TO HEIGHTS OF 100 TO 200 FEET ALONG THIS
 TR1085'SHORE AND THE SLOPE IS COVERED WITH TREES AND BRUSH.  THE HIGH
 TR1085'WATER LINE IS UNIFORMLY SANDY.  THE STATION IS ON THE ONLY
 TR1085'BOULDER ALONG THIS SHORE.
 TR1085'
 TR1085'STATION IS A STANDARD DISK CEMENTED IN DRILL HOLE IN A BOULDER
 TR1085'WHICH MEASURES 9 FEET BY 6 FEET AND STANDS 6 FEET ABOVE HIGH
 TR1085'TIDE.  THIS BOULDER HAS A SLANTING TOP WHICH AFFORDS BUT SCANT
 TR1085'ROOM FOR A TRIPOD SETUP.  STATION MARK IS STAMPED ERODE 1954.
 TR1085'
 TR1085'REFERENCE MARK 1 IS EAST OF STATION.  A STANDARD DISK IN A ROUND
 TR1085'CONCRETE MONUMENT SET AT HIGH WATER LINE.  DISK IS STAMPED ERODE
 TR1085'1 1954.
 TR1085'
 TR1085'REFERENCE MARK 2 IS NORTHWEST OF STATION.  A STANDARD DISK IN A
 TR1085'ROUND CONCRETE MONUMENT SET AT HIGH WATER LINE.  DISK IS STAMPED
 TR1085'ERODE 2 1954.
 TR1085
 TR1085                          STATION RECOVERY (1960)
 TR1085
 TR1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1085'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT
 TR1085'SHOULD BE ADDED THAT THE BOULDER IS PAINTED WHITE WITH RED
 TR1085'LETTERING (NOT LEGIBLE) AND IS ABOUT 3/4 MILE EAST OF THE MISSION
 TR1085'BEACH DOCK.
 TR1085'
 TR1085'A THOROUGH SEARCH WAS MADE IN THE AREA INDICATED FOR THE REFERENCE
 TR1085'MARKS BUT NEITHER WAS FOUND.  A ROUND CONCRETE POST WAS FOUND IN
 TR1085'THE APPROXIMATE LOCATION OF REFERENCE MARK 2 BUT NO OTHER TRACE
 TR1085'OF THE REFERENCE MARKS WAS FOUND.
 TR1085
 TR1085                          STATION RECOVERY (1968)
 TR1085
 TR1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 TR1085'BECAUSE OF HIGH WATER AT THE TIME, THE STATION WAS NOT VISITED,
 TR1085'BUT POSSIBILITIES OF REACHING THE STATION BY LAND WERE
 TR1085'EXPLORED.  STATION COULD PROBABLY BE REACHED BY WALKING SOUTHEAST
 TR1085'ALONG THE BEACH ABOUT 3/4 MILE FROM MISSION BEACH WHEN THE WATER
 TR1085'IS LOW ENOUGH TO PERMIT WALKING BETWEEN THE WATER AND THE HOUSES
 TR1085'WHICH ARE BUILT ALONG THE FOOT OF THE BLUFF.
 TR1085'
 TR1085'IT WOULD ALSO BE POSSIBLE TO REACH THE BEACH FROM THE INTERSECTION
 TR1085'OF 49TH STREET NORTHWEST AND 12TH AVENUE NORTHWEST BY GOING SOUTH
 TR1085'ON 12TH AVENUE FOR 0.2 MILE, THEN WEST ABOUT 0.05 MILE TO A YELLOW
 TR1085'HOUSE ON THE LEFT AND A LONG, LOW, BLUE HOUSE ON THE RIGHT.
 TR1085'YELLOW HOUSE HAS A 3-FOOT HIGH, RED-BRICK PLANTER ALONG THE FRONT
 TR1085'OF THE PORCH.  BEHIND THE YELLOW HOUSE, ONE CAN DESCEND THE
 TR1085'STEEP BANK TO THE BEACH.
 TR1085
 TR1085                          STATION RECOVERY (1971)
 TR1085
 TR1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 TR1085'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 TR1085'WERE NOT FOUND AND MAY BE BURIED UNDER THE SANDY BEACH OR
 TR1085'DRIFTWOOD.  THE BOULDER CONTAINING THE STATION MARK IS QUITE SMALL
 TR1085'AND NARROW AT THE TOP AND AN INSTRUMENT SETUP CAN BE DIFFICULT
 TR1085'WITHOUT BUILDING A SCAFFOLD TO SUPPORT THE OBSERVER.
 TR1085'
 TR1085'LOCATED ABOUT 4 MILES NORTHWEST OF EVERETT, ABOUT 2 MILES
 TR1085'NORTHWEST OF PRIEST POINT, ABOUT 2 MILES SOUTHEAST OF TULALIP,
 TR1085'ABOUT 1 MILE SOUTHEAST OF MISSION BEACH, ON A 7 FOOT HIGH BOULDER
 TR1085'ON THE SANDY BEACH ABOUT 50 FEET OFFSHORE OF THE BASE OF THE
 TR1085'BLUFF.
 TR1085'
 TR1085'THE STATION IS A STANDARD DISK STAMPED ERODE 1954 SET IN A DRILL
 TR1085'HOLE IN THE TOP OF THE BOULDER.
 TR1085'
 TR1085'THE STATION CAN BE REACHED BY BOAT OR BY WALKING ABOUT ONE MILE
 TR1085'SOUTHEAST OF MISSION BEACH, ALONG THE BEACH AT LOW TIDE.
 TR1085'
 TR1085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1085'2 MILES SE OF TULALIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1330 ***********************************************************************
 SX1330  DESIGNATION -  ES 1
 SX1330  PID         -  SX1330
 SX1330  STATE/COUNTY-  WA/KING
 SX1330  USGS QUAD   -  NORTH BEND (1993)
 SX1330
 SX1330                         *CURRENT SURVEY CONTROL
 SX1330  ___________________________________________________________________
 SX1330* NAD 83(1991)-  47 29 04.18930(N)    121 48 52.90620(W)     ADJUSTED  
 SX1330* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 SX1330  ___________________________________________________________________
 SX1330  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 SX1330  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SX1330
 SX1330  HORZ ORDER  -  SECOND
 SX1330
 SX1330.The horizontal coordinates were established by classical geodetic methods
 SX1330.and adjusted by the National Geodetic Survey in December 1991..
 SX1330
 SX1330.The orthometric height was scaled from a topographic map.
 SX1330
 SX1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1330
 SX1330.The geoid height was determined by GEOID03.
 SX1330
 SX1330;                    North         East     Units Scale Factor Converg.
 SX1330;SPC WA N     -    54,339.091   426,040.648   MT  1.00000293   -0 43 50.3
 SX1330;SPC WA N     -   178,277.50  1,397,768.36   sFT  1.00000293   -0 43 50.3
 SX1330;UTM  10      - 5,259,687.654   589,295.030   MT  0.99969799   +0 52 25.5
 SX1330
 SX1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1330!SPC WA N     -   0.99993631  x   1.00000293  =   0.99993924
 SX1330!UTM  10      -   0.99993631  x   0.99969799  =   0.99963432
 SX1330
 SX1330                          SUPERSEDED SURVEY CONTROL
 SX1330
 SX1330  NAD 83(1986)-  47 29 04.17919(N)    121 48 52.91288(W) AD(       ) 2
 SX1330  NAD 27      -  47 29 04.81104(N)    121 48 48.51275(W) AD(       ) 2
 SX1330
 SX1330.Superseded values are not recommended for survey control.
 SX1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1330.See file dsdata.txt to determine how the superseded data were derived.
 SX1330
 SX1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8929559688(NAD 83)
 SX1330
 SX1330  HISTORY     - Date     Condition        Report By
 SX1330  HISTORY     - 1972     MONUMENTED       WA-033
 SX1330
 SX1330                          STATION DESCRIPTION
 SX1330
 SX1330'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1330'LOCATION--1-1/2 MILES S.W. OF NORTH BEND
 SX1330'
 SX1330'LOCATED ON TRANS. LINE R/W ON STEEP HILLSIDE SOUTH OF NORTH BEND.
 SX1330'
 SX1330'TO REACH FROM INTERSECTION OF STATE HWY. 18 AND I-90, GO EAST
 SX1330'ON I-90 1.65 MILES TO DIRT ROAD RIGHT.  TURN ONTO DIRT ROAD AND
 SX1330'TRAVEL 1.35 MILES TO FORK.  TAKE LEFT FORK TO END OF ROAD AND
 SX1330'POINT.
 SX1330'
 SX1330'POINT IS--49.7 FT S.E. OF S.E. LEG OF TRANS. TWR. (LINEL, MILES
 SX1330'109, TWR. 3)
 SX1330'
 SX1330'5.2 FT NORTH OF REFERENCE POST.
 SX1330'
 SX1330'8.0 FT WEST OF CLIFF.
 SX1330'
 SX1330'SURFACE MONUMENT--STANDARD K.C.S. DISK FLUSH.
 SX1330'
 SX1330'SUB-SURFACE MONUMENT--STANDARD K.C.S. DISK DOWN 3.5 FT.
 SX1330'
 SX1330'DISK STAMPED--ES-1, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1329 ***********************************************************************
 SX1329  DESIGNATION -  ES 2
 SX1329  PID         -  SX1329
 SX1329  STATE/COUNTY-  WA/KING
 SX1329  USGS QUAD   -  NORTH BEND (1993)
 SX1329
 SX1329                         *CURRENT SURVEY CONTROL
 SX1329  ___________________________________________________________________
 SX1329* NAD 83(1991)-  47 29 23.88352(N)    121 47 09.55788(W)     ADJUSTED  
 SX1329* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 SX1329  ___________________________________________________________________
 SX1329  LAPLACE CORR-          10.98  (seconds)                    DEFLEC99
 SX1329  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SX1329
 SX1329  HORZ ORDER  -  SECOND
 SX1329
 SX1329.The horizontal coordinates were established by classical geodetic methods
 SX1329.and adjusted by the National Geodetic Survey in December 1991..
 SX1329
 SX1329.The orthometric height was scaled from a topographic map.
 SX1329
 SX1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1329
 SX1329.The geoid height was determined by GEOID03.
 SX1329
 SX1329;                    North         East     Units Scale Factor Converg.
 SX1329;SPC WA N     -    54,920.085   428,211.602   MT  1.00000189   -0 42 33.4
 SX1329;SPC WA N     -   180,183.65  1,404,890.90   sFT  1.00000189   -0 42 33.4
 SX1329;UTM  10      - 5,260,329.007   591,448.216   MT  0.99970277   +0 53 41.9
 SX1329
 SX1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1329!SPC WA N     -   0.99998176  x   1.00000189  =   0.99998365
 SX1329!UTM  10      -   0.99998176  x   0.99970277  =   0.99968453
 SX1329
 SX1329                          SUPERSEDED SURVEY CONTROL
 SX1329
 SX1329  NAD 83(1986)-  47 29 23.87331(N)    121 47 09.56437(W) AD(       ) 2
 SX1329  NAD 27      -  47 29 24.50515(N)    121 47 05.16655(W) AD(       ) 2
 SX1329
 SX1329.Superseded values are not recommended for survey control.
 SX1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1329.See file dsdata.txt to determine how the superseded data were derived.
 SX1329
 SX1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET9144860329(NAD 83)
 SX1329_MARKER: Z = SEE DESCRIPTION
 SX1329_SETTING: 0 = UNSPECIFIED SETTING
 SX1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1329
 SX1329  HISTORY     - Date     Condition        Report By
 SX1329  HISTORY     - 1972     MONUMENTED       WA-033
 SX1329  HISTORY     - 1983     SEE DESCRIPTION  USPSQD
 SX1329
 SX1329                          STATION DESCRIPTION
 SX1329
 SX1329'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1329'LOCATION NOT GIVEN
 SX1329'
 SX1329'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT FLUSH.
 SX1329'
 SX1329'SUB-SURFACE MONUMENT--NONE
 SX1329'
 SX1329'STATION IS LOCATED ON RIGHT BANK OF SOUTH FORK SNOQUALMIE
 SX1329'RIVER, AT KING COUNTY PICNIC PARK IN CITY OF NORTH BEND.  (S.E. SIDE
 SX1329'OF NORTH BEND) STATION IS S.W. OF ORCHARD DRIVE AND MEADOW DRIVE
 SX1329'INTERSECTION.  STATION SET FLUSH IN CENTER OF GRAVEL LEVEE ROAD.
 SX1329'
 SX1329'POINT IS 89.1 FT EAST CENTER CONCRETE GATEPOST.
 SX1329'
 SX1329'POINT IS 94.2 FT S.S.W. FACE OF 4 IN LOCUST TREE.
 SX1329'
 SX1329'POINT IS 73.3 FT S.W. FACE OF 6 IN MAPLE TREE.
 SX1329'
 SX1329'DISK STAMPED--ES-2, 1972
 SX1329
 SX1329                          STATION RECOVERY (1983)
 SX1329
 SX1329'RECOVERY NOTE BY US POWER SQUADRON 1983 (GCS)
 SX1329'STATION DESTROYED.
 SX1329'
 SX1329'FOUND MUCH MUTILATED TOP OF APPARENTLY ROUND CONCRETE POST AT STATED
 SX1329'DISTANCE FROM GATE POST (NORTHERLY ONE).  DIGGING REVEALED REMNANTS
 SX1329'OF CARDBOARD FORM ABOUT ONE FOOT DIAM.  NO DISC PRESENT.  MONUMENT
 SX1329'SHOULD BE CONSIDERED LOST.  THIS IS SI VIEW PAR, IN SE PART OF
 SX1329'NORTH BEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1328 ***********************************************************************
 SX1328  DESIGNATION -  ES 3
 SX1328  PID         -  SX1328
 SX1328  STATE/COUNTY-  WA/KING
 SX1328  USGS QUAD   -  NORTH BEND (1993)
 SX1328
 SX1328                         *CURRENT SURVEY CONTROL
 SX1328  ___________________________________________________________________
 SX1328* NAD 83(1991)-  47 28 04.17125(N)    121 45 30.33628(W)     ADJUSTED  
 SX1328* NAVD 88     -       501.     (meters)    1644.     (feet)  SCALED    
 SX1328  ___________________________________________________________________
 SX1328  LAPLACE CORR-          11.50  (seconds)                    DEFLEC99
 SX1328  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 SX1328
 SX1328  HORZ ORDER  -  SECOND
 SX1328
 SX1328.The horizontal coordinates were established by classical geodetic methods
 SX1328.and adjusted by the National Geodetic Survey in December 1991..
 SX1328
 SX1328.The orthometric height was scaled from a topographic map.
 SX1328
 SX1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1328
 SX1328.The geoid height was determined by GEOID03.
 SX1328
 SX1328;                    North         East     Units Scale Factor Converg.
 SX1328;SPC WA N     -    52,433.130   430,258.841   MT  1.00000616   -0 41 19.5
 SX1328;SPC WA N     -   172,024.36  1,411,607.55   sFT  1.00000616   -0 41 19.5
 SX1328;UTM  10      - 5,257,901.056   593,563.633   MT  0.99970758   +0 54 53.9
 SX1328
 SX1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1328!SPC WA N     -   0.99992484  x   1.00000616  =   0.99993099
 SX1328!UTM  10      -   0.99992484  x   0.99970758  =   0.99963244
 SX1328
 SX1328                          SUPERSEDED SURVEY CONTROL
 SX1328
 SX1328  NAD 83(1986)-  47 28 04.16037(N)    121 45 30.34292(W) AD(       ) 2
 SX1328  NAD 27      -  47 28 04.79091(N)    121 45 25.94874(W) AD(       ) 2
 SX1328
 SX1328.Superseded values are not recommended for survey control.
 SX1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1328.See file dsdata.txt to determine how the superseded data were derived.
 SX1328
 SX1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET9356457901(NAD 83)
 SX1328_MARKER: Z = SEE DESCRIPTION
 SX1328_SETTING: 0 = UNSPECIFIED SETTING
 SX1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1328
 SX1328  HISTORY     - Date     Condition        Report By
 SX1328  HISTORY     - 1972     MONUMENTED       WA-033
 SX1328
 SX1328                          STATION DESCRIPTION
 SX1328
 SX1328'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1328'LOCATION NOT GIVEN
 SX1328'
 SX1328'LOCATED ON EAST SHOULDER OF CEDAR FALLS ROAD (436TH AVENUE S.E.)
 SX1328'APPROX. 0.75 MILE SOUTH OF U.S. 10.  POINT IS 400 FT-500 FT NORTH
 SX1328'OF BRISSACK BRIDGE CROSSING SOUTH FORK SNOQUALMIE RIVER.
 SX1328'
 SX1328'POINT IS 67.7 FT S.W. OF SPIKE IN POWER POLE (HIGH TENSION)
 SX1328'
 SX1328'POINT IS 35.9 FT E.S.E. OF SPIKE IN UTILITY POLE.
 SX1328'
 SX1328'POINT IS 14.0 FT EAST CENTERLINE OF ROAD.
 SX1328'
 SX1328'POINT IS 97.0 FT W.N.W. OF N.W. CORNER OF HOUSE.
 SX1328'
 SX1328'SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT 6 IN DOWN.
 SX1328'
 SX1328'SUB-SURFACE MONUMENT--SET K.C.S. DISK IN CONCRETE MONUMENT
 SX1328'3.5 FT DOWN.
 SX1328'
 SX1328'DISK STAMPED--ES-3, 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6060 ***********************************************************************
 AA6060  DESIGNATION -  ESMERELDA DE ROUX
 AA6060  PID         -  AA6060
 AA6060  STATE/COUNTY-  WA/KITTITAS
 AA6060  USGS QUAD   -  MOUNT STUART (1989)
 AA6060
 AA6060                         *CURRENT SURVEY CONTROL
 AA6060  ___________________________________________________________________
 AA6060* NAD 83(1998)-  47 25 11.16470(N)    120 56 18.96088(W)     ADJUSTED  
 AA6060* NAVD 88     -      1169.8    (meters)    3838.     (feet)  GPS OBS   
 AA6060  ___________________________________________________________________
 AA6060  X           -  -2,223,164.577 (meters)                     COMP
 AA6060  Y           -  -3,708,964.494 (meters)                     COMP
 AA6060  Z           -   4,674,314.633 (meters)                     COMP
 AA6060  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 AA6060  ELLIP HEIGHT-        1151.49  (meters)          (07/05/01) GPS OBS
 AA6060  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 AA6060
 AA6060  HORZ ORDER  -  FIRST
 AA6060  ELLP ORDER  -  FOURTH    CLASS II
 AA6060
 AA6060.The horizontal coordinates were established by GPS observations
 AA6060.and adjusted by the National Geodetic Survey in July 2001..
 AA6060.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6060.DATUM ITEM on the data sheet items page.
 AA6060
 AA6060.The orthometric height was determined by GPS observations and a
 AA6060.high-resolution geoid model.
 AA6060
 AA6060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6060
 AA6060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6060
 AA6060.The ellipsoidal height was determined by GPS observations
 AA6060.and is referenced to NAD 83.
 AA6060
 AA6060.The geoid height was determined by GEOID03.
 AA6060
 AA6060;                    North         East     Units Scale Factor Converg.
 AA6060;SPC WA S     -   232,011.761   466,903.459   MT  1.00002093   -0 19 07.0
 AA6060;SPC WA S     -   761,191.92  1,531,832.43   sFT  1.00002093   -0 19 07.0
 AA6060;UTM  10      - 5,253,873.086   655,484.666   MT  0.99989710   +1 31 05.4
 AA6060
 AA6060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6060!SPC WA S     -   0.99981955  x   1.00002093  =   0.99984047
 AA6060!UTM  10      -   0.99981955  x   0.99989710  =   0.99971666
 AA6060
 AA6060                          SUPERSEDED SURVEY CONTROL
 AA6060
 AA6060  NAD 83(1991)-  47 25 11.16305(N)    120 56 18.96211(W) AD(       ) 1
 AA6060  ELLIP H (06/21/95) 1151.63   (m)                       GP(       ) 4 2
 AA6060
 AA6060.Superseded values are not recommended for survey control.
 AA6060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6060.See file dsdata.txt to determine how the superseded data were derived.
 AA6060
 AA6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5548553873(NAD 83)
 AA6060_MARKER: DD = SURVEY DISK
 AA6060_SETTING: 80 = SET IN A BOULDER
 AA6060_STAMPING: ESMERELDA DE ROUX 1991
 AA6060_MARK LOGO: USFS  
 AA6060_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA6060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6060+STABILITY: SURFACE MOTION
 AA6060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6060+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA6060
 AA6060  HISTORY     - Date     Condition        Report By
 AA6060  HISTORY     - 1991     MONUMENTED       USFS
 AA6060
 AA6060                          STATION DESCRIPTION
 AA6060
 AA6060'DESCRIBED BY US FOREST SERVICE 1991 (LDF)
 AA6060'THE STATION IS LOCATED IN THE COUNTY OF KITTITAS, WASHINGTON,
 AA6060'APPROXIMATELY 28.5 MI (45.9 KM) WEST OF WENATCHEE, 15.5 MI (24.9 KM)
 AA6060'NORTH OF CLE ELUM, AND 23 MI (37.0 KM) WEST OF CASHMERE IN THE SE 1/4
 AA6060'SEC 3, T22N, R15E, W.M. TO REACH THE STATION FROM THE POST OFFICE IN
 AA6060'CLE ELUM, PROCEED EAST ON HIGHWAY 970 FOR 8.35 MI (13.44 KM) TO THE
 AA6060'JUNCTION WITH TEANAWAY ROAD. TURN LEFT AND PROCEED NORTH ON TEANAWAY
 AA6060'ROAD FOR 12.85 MI (20.68 KM) TO THE JUNCTION WITH FOREST ROAD 9738.
 AA6060'TURN LEFT AND PROCEED NORTH ON TEANAWAY ROAD FOR 0.45 MI (0.72 KM) TO
 AA6060'THE END OF COUNTY ROAD AND A 'Y' INTERSECTION OF FOREST ROADS 9701 AND
 AA6060'9737. TURN RIGHT AND PROCEED NORTH ON FOREST ROAD 9737 FOR 1.3 MI (2.1
 AA6060'KM) TO A 'Y' INTERSECTION OF FOREST ROADS 9737 AND 9703. TURN LEFT AND
 AA6060'PROCEED NORTH ON FOREST ROAD 9737 FOR 6.5 MI (10.5 KM) TO THE JUNCTION
 AA6060'WITH FOREST ROAD 120. TURN LEFT AND PROCEED NORTHWEST ON FOREST ROAD
 AA6060'120 FOR 0.28 MI (0.45 KM) TO THE END OF ROAD, AND BOULDER DE ROUX
 AA6060'TRAIL NO. 1392. WALK 240 FT (73.2 M) UP TRAIL TO A WITNESS TREE WITH
 AA6060'TAG, THEN WALK 225 FT (68.6 M) NORTHEAST TO STATION IN CLEARING. THE
 AA6060'STATION IS A 3.5 INCH USDA FS ALUMINUM DISK SET IN A 2' X 2' X 1'
 AA6060'BOULDER, AND STAMPED "ESMERELDA DE ROUX 1991". THE DISK IS LOCATED
 AA6060'29.4 FT (9.0 M) NORTHWEST OF BLAZED AND TAGGED 8 INCH DIAMETER PINE
 AA6060'TREE, 58.1 FT (17.7 M) NORTHWEST OF BLAZED AND TAGGED 4 INCH FIR, AND
 AA6060'3 FT (0.9 M) NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1345 ***********************************************************************
 SV1345  DESIGNATION -  ESPANOLA
 SV1345  PID         -  SV1345
 SV1345  STATE/COUNTY-  WA/SPOKANE
 SV1345  USGS QUAD   -  MEDICAL LAKE (1973)
 SV1345
 SV1345                         *CURRENT SURVEY CONTROL
 SV1345  ___________________________________________________________________
 SV1345* NAD 83(1991)-  47 34 38.38018(N)    117 43 53.48013(W)     ADJUSTED  
 SV1345* NAVD 88     -       898.4    (meters)    2948.     (feet)  VERTCON   
 SV1345  ___________________________________________________________________
 SV1345  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 SV1345  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 SV1345
 SV1345  HORZ ORDER  -  SECOND
 SV1345
 SV1345.The horizontal coordinates were established by classical geodetic methods
 SV1345.and adjusted by the National Geodetic Survey in December 1991..
 SV1345
 SV1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1345
 SV1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1345
 SV1345.The geoid height was determined by GEOID03.
 SV1345
 SV1345;                    North         East     Units Scale Factor Converg.
 SV1345;SPC WA N     -    68,890.658   733,291.809   MT  0.99998647   +2 18 33.7
 SV1345;SPC WA N     -   226,018.77  2,405,808.21   sFT  0.99998647   +2 18 33.7
 SV1345;UTM  11      - 5,269,582.953   444,987.628   MT  0.99963719   -0 32 24.1
 SV1345
 SV1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1345!SPC WA N     -   0.99986213  x   0.99998647  =   0.99984860
 SV1345!UTM  11      -   0.99986213  x   0.99963719  =   0.99949937
 SV1345
 SV1345|---------------------------------------------------------------------|
 SV1345| PID    Reference Object                     Distance      Geod. Az  |
 SV1345|                                                           dddmmss.s |
 SV1345| CF1409 ESPANOLA RM 2                        23.134 METERS 25830     |
 SV1345| CF1916 BEACON 22 RM 1                       24.538 METERS 33514     |
 SV1345| CF1917 BEACON 22 RM 2                       42.315 METERS 34455     |
 SV1345| CF1408 ESPANOLA AZ MK                                     3530928.2 |
 SV1345| SV1337 SEATTLE HELENA AIRWAY BCN 22         35.205 METERS 35545     |
 SV1345|---------------------------------------------------------------------|
 SV1345
 SV1345                          SUPERSEDED SURVEY CONTROL
 SV1345
 SV1345  NAD 83(1986)-  47 34 38.38952(N)    117 43 53.47387(W) AD(       ) 2
 SV1345  NAD 27      -  47 34 38.79500(N)    117 43 49.68900(W) AD(       ) 2
 SV1345  NGVD 29 (07/19/86)  897.2    (m)         2944.     (f) VERT ANG       
 SV1345
 SV1345.Superseded values are not recommended for survey control.
 SV1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1345.See file dsdata.txt to determine how the superseded data were derived.
 SV1345
 SV1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN4498869583(NAD 83)
 SV1345_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1345
 SV1345  HISTORY     - Date     Condition        Report By
 SV1345  HISTORY     - 1950     MONUMENTED       CGS
 SV1345  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SV1345  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SV1345  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SV1345  HISTORY     - 1968     SEE DESCRIPTION  LOCENG
 SV1345  HISTORY     - 1982     GOOD             DMA
 SV1345
 SV1345                          STATION DESCRIPTION
 SV1345
 SV1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SV1345'THE STATION IS LOCATED ON THE MOST NORTHERLY AND HIGHEST HILL IN A
 SV1345'GROUP OF GRASS COVERED HILLS.  IT IS ABOUT 2 MILES AIRLINE NORTH OF
 SV1345'ESPANOLA, ABOUT 3 MILES AIRLINE WEST OF MEDICAL LAKE, AND ABOUT 5
 SV1345'MILES AIRLINE NORTHEAST OF WAUKON.
 SV1345'
 SV1345'THE STATION IS ON A SMALL ROUND GRASSY HUMP AND 8 FEET WEST OF A
 SV1345'WHITE WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP OF A 10
 SV1345'INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 SV1345'THE DISK IS STAMPED--ESPANOLA 1950.
 SV1345'
 SV1345'REFERENCE MARK NUMBER TWO IS 140 FEET NORTHEAST OF A POWER LINE
 SV1345'POLE AND 134 FEET SOUTH-SOUTHWEST OF AIRWAY BEACON NO. 22.  IT IS A
 SV1345'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 SV1345'PROJECTS 2 INCHES ABOVE THE GROUND AND IS ABOUT 4 FEET LOWER THAN
 SV1345'THE STATION.  THE DISK IS STAMPED--ESPANOLA NO 2 1950.
 SV1345'
 SV1345'USGS R.M. NO. 1 IS 45 FEET SOUTH-SOUTHWEST OF THE BEACON AND IS
 SV1345'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS A STANDARD USGS DISK
 SV1345'SET IN A DRILL HOLE IN THE TOP OF AN 8 INCH SQUARE BOULDER THAT IS
 SV1345'FLUSH WITH THE GROUND.  THE DISK IS STAMPED--BEACON 22 NO 1.
 SV1345'
 SV1345'USGS R.M. NO. 2 IS 9 FEET EAST-SOUTHEAST OF A POWER LINE POLE, 28
 SV1345'FEET NORTHWEST OF THE BEACON AND ABOUT 1 FOOT LOWER THAN THE
 SV1345'STATION.  IT IS A STANDARD USGS DISK SET IN A DRILL HOLE IN THE
 SV1345'TOP OF AN 8 INCH SQUARE BOULDER THAT IS FLUSH WITH THE GROUND.  THE
 SV1345'DISK IS STAMPED--BEACON 22 NO 2.
 SV1345'
 SV1345'THE AZIMUTH MARK IS 7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 SV1345'RAILROAD, 60 FEET NORTHEAST OF THE INTERSECTION OF A PAVED ROAD AND
 SV1345'THE RAILROAD, AND 40 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD.
 SV1345'IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE CONCRETE BASE OF A
 SV1345'RAILROAD BLOCK SIGNAL.  THE DISK IS STAMPED--ESPANOLA 1950.  TO REACH
 SV1345'THE MARK FROM THE STATION GO WEST ON THE TRACK ROAD TO THE STOCK
 SV1345'LANE.  GO NORTH AND WEST ON THE STOCK LANE TO THE NORTH SIDE OF A
 SV1345'BARN.  PASS THROUGH THE GATE AT THE NORTHWEST EDGE OF THE BARN AND
 SV1345'FOLLOW THE FARM ROAD, NORTHERLY, FOR 0.4 MILE TO A PAVED ROAD.  GO
 SV1345'NORTH ON THE PAVED ROAD FOR 0.8 MILE TO A RAILROAD CROSSING AND
 SV1345'THE MARK ON THE RIGHT.
 SV1345'
 SV1345'THE SUBSTITUTE STATION IS THE CENTER OF THE BASE OF THE SMALL SQUARE
 SV1345'METAL BUILDING IN THE BASE OF THE BEACON.  IT IS 4-1/2 FEET SQUARE
 SV1345'AND 6 FEET HIGH.  THE CENTER OF THE BASE IS ABOUT THE SAME ELEVATION
 SV1345'AS THE STATION.
 SV1345'
 SV1345'TO REACH THE STATION FROM ESPANOLA GO SOUTH ON THE MEDICAL LAKE
 SV1345'ROAD FOR 0.8 MILE TO A GATE AND A FARM ROAD.  GO THROUGH THE GATE
 SV1345'AND FOLLOW THE FARM ROAD, SOUTHERLY, FOR 0.4 MILE TO THE NORTHWEST
 SV1345'CORNER OF A BARN AND A GATE.  PASS THROUGH THE GATE AND GO AROUND
 SV1345'THE WEST SIDE OF THE BARN TO A STOCK LANE.  GO EAST AND SOUTH ON THE
 SV1345'STOCK LANE TO A PASTURE HILL.  FOLLOW THE TRACK ROAD EASTERLY UP
 SV1345'THE HILL TO ITS SUMMIT, THE BEACON AND THE STATION.
 SV1345'
 SV1345'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 SV1345
 SV1345                          STATION RECOVERY (1957)
 SV1345
 SV1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SV1345'THE STATION MARK, REFERENCE MARK 2 (A STANDARD DISK), REFERENCE
 SV1345'MARKS 1 AND 2 ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY, AND THE
 SV1345'AZIMUTH MARK WERE RECOVERED AND WERE FOUND TO BE IN GOOD CONDITION.
 SV1345'
 SV1345'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 SV1345'
 SV1345'THE DISTANCE AND DIRECTION TO EACH MARK WAS VERIFIED.
 SV1345
 SV1345                          STATION RECOVERY (1960)
 SV1345
 SV1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 SV1345'THE STATION, REFERENCE AND AZIMUTH MARK WERE RECOVERED AND FOUND TO
 SV1345'BE IN GOOD CONDITION.  AIRWAY BEACON NO. 22 HAS BEEN REMOVED FROM
 SV1345'THE HILL.
 SV1345'
 SV1345'A COMPLETE DESCRIPTION FOLLOWS.
 SV1345'
 SV1345'THE STATION IS ON THE MOST NORTHERLY AND HIGHEST HILL OF A GROUP OF
 SV1345'GRASS COVERED HILLS, 5 MILES NORTHEAST OF WAUKON, 3 MILES WEST OF
 SV1345'MEDICAL LAKE AND 2 MILES SOUTH OF ESPANOLA.
 SV1345'
 SV1345'TO REACH FROM THE ESPANOLA GRANGE BUILDING AT ESPANOLA GO SOUTH ON
 SV1345'ESPANOLA ROAD FOR 1.0 MILE TO A FARM ROAD LEADING SOUTH, MAIN ROAD
 SV1345'TURNS EASTERLY.  CONTINUE SOUTH ON FARM ROAD FOR 0.4 MILE TO THE
 SV1345'HARRY KRELL RESIDENCE.  NOTE.  IT IS VERY IMPORTANT THAT PERMISSION
 SV1345'IS OBTAINED FROM THE LAND OWNER.  TURN RIGHT, WEST, AND GO 100 YARDS
 SV1345'TO THE NORTHWEST EDGE OF A BARN AND A GATE.  PASS THROUGH GATE,
 SV1345'THENCE AROUND THE WEST SIDE OF THE BARN TO A STOCK LANE.  TURN LEFT
 SV1345'AND GO EAST AND SOUTH UP STOCK LANE TO THE WEST BASE OF A PASTURE
 SV1345'HILL, THENCE EASTERLY ON TRACK ROAD UP HILL TO THE HIGHEST POINT
 SV1345'AND THE STATION.
 SV1345'
 SV1345'THE STATION MARK, STAMPED ESPANOLA 1950, IS A STANDARD DISK SET IN
 SV1345'A 10 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES, 8 FEET WEST OF A
 SV1345'WHITE WOODEN WITNESS POST AND IS ON A SMALL ROUND GRASSY HUMP.
 SV1345'
 SV1345'REFERENCE MARK NO. 2, STAMPED ESPANOLA NO 2 1950, IS A STANDARD
 SV1345'DISK SET IN A 10 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES AND IS
 SV1345'ABOUT 4 FEET LOWER THAN THE STATION.
 SV1345'
 SV1345'REFERENCE MARK NO.1, STAMPED BEACON 22 NO 1, IS A BRONZE DISK
 SV1345'ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY, SET IN A DRILL HOLE IN A
 SV1345'SMALL BOULDER AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SV1345'
 SV1345'REFERENCE MARK NO. 2, STAMPED BEACON 22 NO 2, IS A BRONZE DISK
 SV1345'ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY, SET IN A DRILL HOLE IN A
 SV1345'SMALL BOULDER FLUSH WITH THE GROUND AND ABOUT THE SAME ELEVATION
 SV1345'AS THE STATION.
 SV1345'
 SV1345'THE AZIMUTH MARK, STAMPED ESPANOLA 1950, IS A STANDARD DISK
 SV1345'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A RAILROAD BLOCK
 SV1345'SIGNAL, 60 FEET NORTHEAST OF THE INTERSECTION OF A PAVED ROAD AND THE
 SV1345'RAILROAD, 40 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD AND 7
 SV1345'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD.  TO REACH
 SV1345'FROM THE ESPANOLA GRANGE BUILDING GO NORTH ON ESPANOLA ROAD 0.2 MILE
 SV1345'TO A RAILROAD GRADE CROSSING AND THE MARK ON THE RIGHT.
 SV1345
 SV1345                          STATION RECOVERY (1965)
 SV1345
 SV1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1345'THE STATION MARK, THE THREE REFERENCE MARKS, AND THE AZIMUTH MARK
 SV1345'WERE RECOVERED AS DESCRIBED ON PAGES 32 AND 49 OF BOOK NO. 995.
 SV1345'HOWEVER, THE ROAD BEYOND THE BARN MENTIONED IN THE DESCRIPTION IS
 SV1345'WASHING OUT AND DRIVING TO THE STATION WOULD BE RATHER DIFFICULT.
 SV1345'
 SV1345'REACHED FROM THE INTERSECTION OF MEDICAL LAKE ROAD AND THE RAILROAD
 SV1345'TRACK, 1/4 MILE NORTHEAST OF ESPANOLA BY GOING SOUTH ON MEDICAL LAKE
 SV1345'ROAD FOR 1.2 MILES TO A POINT WHERE THE BLACKTOP ROAD TURNS LEFT,
 SV1345'AND TWO ROADS GOING RIGHT, CONTINUE SOUTHERLY ON THE MIDDLE ROAD FOR
 SV1345'0.4 MILE TO THE FARMYARD, AND CONTINUE AS PER 1950 DESCRIPTION.  THE
 SV1345'AZIMUTH MARK IS AT THE INTERSECTION OF MEDICAL LAKE ROAD AND THE
 SV1345'RAILROAD TRACK.
 SV1345'
 SV1345'THE STATION IS TWO MILES SOUTH OF ESPANOLA INSTEAD OF TWO MILES
 SV1345'NORTH.
 SV1345'
 SV1345'AIRWAY BEACON NO. 22 HAS BEEN TORN DOWN.
 SV1345
 SV1345                          STATION RECOVERY (1968)
 SV1345
 SV1345'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 SV1345'ESPANOLA 1950 GOOD
 SV1345'
 SV1345'RM NO 2 USGS GOOD
 SV1345'
 SV1345'RM NO 1 USGS GOOD
 SV1345'
 SV1345'AZ MARK GOOD
 SV1345'
 SV1345'AIR BEACON 22 REMOVED
 SV1345'
 SV1345'DESCRIP. OK
 SV1345
 SV1345                          STATION RECOVERY (1982)
 SV1345
 SV1345'RECOVERY NOTE BY DEFENSE MAP AGENCY 1982 (JEL)
 SV1345'ESPANOLA 1950 RECOVERED AS DESCRIBED.
 SV1345'
 SV1345'ESPANOLA NO 2 1950 RECOVERED AS DESCRIBED.
 SV1345'
 SV1345'AZ MARK ESPANOLA 1950 RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1344 ***********************************************************************
 SV1344  DESIGNATION -  ESPANOLA REARDAN GRAIN GR ELEV
 SV1344  PID         -  SV1344
 SV1344  STATE/COUNTY-  WA/SPOKANE
 SV1344  USGS QUAD   -  MEDICAL LAKE (1973)
 SV1344
 SV1344                         *CURRENT SURVEY CONTROL
 SV1344  ___________________________________________________________________
 SV1344* NAD 83(1991)-  47 36 12.21225(N)    117 44 29.61090(W)     ADJUSTED  
 SV1344* NAVD 88     -                                                        
 SV1344  ___________________________________________________________________
 SV1344  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 SV1344  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SV1344
 SV1344  HORZ ORDER  -  THIRD
 SV1344
 SV1344.The horizontal coordinates were established by classical geodetic methods
 SV1344.and adjusted by the National Geodetic Survey in December 1991..
 SV1344
 SV1344
 SV1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1344
 SV1344.The geoid height was determined by GEOID03.
 SV1344
 SV1344;                    North         East     Units Scale Factor Converg.
 SV1344;SPC WA N     -    71,755.807   732,420.977   MT  0.99998232   +2 18 06.8
 SV1344;SPC WA N     -   235,418.84  2,402,951.16   sFT  0.99998232   +2 18 06.8
 SV1344;UTM  11      - 5,272,486.843   444,260.557   MT  0.99963818   -0 32 51.5
 SV1344
 SV1344                          SUPERSEDED SURVEY CONTROL
 SV1344
 SV1344  NAD 83(1986)-  47 36 12.22041(N)    117 44 29.60508(W) AD(       ) 4
 SV1344  NAD 27      -  47 36 12.64000(N)    117 44 25.81800(W) AD(       ) 3
 SV1344
 SV1344.Superseded values are not recommended for survey control.
 SV1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1344.See file dsdata.txt to determine how the superseded data were derived.
 SV1344
 SV1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN4426172487(NAD 83)
 SV1344
 SV1344  HISTORY     - Date     Condition        Report By
 SV1344  HISTORY     - 1950     MONUMENTED       CGS
 SV1344  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SV1344  HISTORY     - 1968     SEE DESCRIPTION  LOCENG
 SV1344
 SV1344                          STATION DESCRIPTION
 SV1344
 SV1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SV1344'THE STATION IS LOCATED IN THE NORTHERN PART OF THE RAILROAD SIDING OF
 SV1344'ESPANOLA, ABOUT 16 MILES AIRLINE WEST-SOUTHWEST OF SPOKANE AND ABOUT
 SV1344'8 MILES AIRLINE SOUTHEAST OF REARDAN.
 SV1344'
 SV1344'THE STATION IS A WOODEN GRAIN ELEVATOR, PARTLY COVERED WITH SHEET
 SV1344'METAL, OWNED BY THE REARDAN GRAIN GROWERS INC.  IT IS ABOUT 65 FEET
 SV1344'SOUTH OF THE MAIN RAILROAD TRACKS AND ABOUT 100 FEET HIGH.  THE
 SV1344'POINT INTERSECTED WAS THE CENTER AND TOP OF THE HIGHEST PART OF THE
 SV1344'BUILDING.
 SV1344
 SV1344                          STATION RECOVERY (1965)
 SV1344
 SV1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1344'BUT A LARGE ROUND CONCRETE BIN ABOUT 15 FEET SHORTER THAN THE MAIN
 SV1344'HOUSE HAS BEEN BUILT ON THE NORTHWEST SIDE OF THE ELEVATOR.
 SV1344
 SV1344                          STATION RECOVERY (1968)
 SV1344
 SV1344'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 SV1344'N.S.  GOOD
 SV1344'
 SV1344'TALKED TO OPERATOR - SAID NO CHANGES HAD BEEN MADE TO MAIN ELEVATION
 SV1344'SINCE 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2125 ***********************************************************************
 SA2125  DESIGNATION -  ESTES
 SA2125  PID         -  SA2125
 SA2125  STATE/COUNTY-  WA/FRANKLIN
 SA2125  USGS QUAD   -  BURR CANYON (1965)
 SA2125
 SA2125                         *CURRENT SURVEY CONTROL
 SA2125  ___________________________________________________________________
 SA2125* NAD 83(1991)-  46 37 11.61522(N)    118 43 24.18901(W)     ADJUSTED  
 SA2125* NAVD 88     -       398.9    (meters)    1309.     (feet)  VERTCON   
 SA2125  ___________________________________________________________________
 SA2125  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 SA2125  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 SA2125
 SA2125  HORZ ORDER  -  THIRD
 SA2125
 SA2125.The horizontal coordinates were established by classical geodetic methods
 SA2125.and adjusted by the National Geodetic Survey in December 1991..
 SA2125
 SA2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2125
 SA2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2125
 SA2125.The geoid height was determined by GEOID03.
 SA2125
 SA2125;                    North         East     Units Scale Factor Converg.
 SA2125;SPC WA S     -   144,533.286   636,054.345   MT  0.99991478   +1 17 25.9
 SA2125;SPC WA S     -   474,189.62  2,086,788.30   sFT  0.99991478   +1 17 25.9
 SA2125;UTM  11      - 5,164,368.116   368,053.406   MT  0.99981400   -1 15 09.9
 SA2125
 SA2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2125!SPC WA S     -   0.99994080  x   0.99991478  =   0.99985558
 SA2125!UTM  11      -   0.99994080  x   0.99981400  =   0.99975481
 SA2125
 SA2125|---------------------------------------------------------------------|
 SA2125| PID    Reference Object                     Distance      Geod. Az  |
 SA2125|                                                           dddmmss.s |
 SA2125| CF5249 ESTES RM 1                           11.999 METERS 01332     |
 SA2125| CF5250 ESTES RM 2                           10.425 METERS 27554     |
 SA2125| CF5248 ESTES AZ MK                                        3081333.7 |
 SA2125|---------------------------------------------------------------------|
 SA2125
 SA2125                          SUPERSEDED SURVEY CONTROL
 SA2125
 SA2125  NAD 83(1986)-  46 37 11.62429(N)    118 43 24.17940(W) AD(       ) 3
 SA2125  NAD 27      -  46 37 12.12000(N)    118 43 20.20000(W) AD(       ) 3
 SA2125  NGVD 29 (07/19/86)  397.8    (m)         1305.     (f) VERT ANG       
 SA2125
 SA2125.Superseded values are not recommended for survey control.
 SA2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2125.See file dsdata.txt to determine how the superseded data were derived.
 SA2125
 SA2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM6805364368(NAD 83)
 SA2125_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SA2125
 SA2125  HISTORY     - Date     Condition        Report By
 SA2125  HISTORY     - 1950     MONUMENTED       CGS
 SA2125
 SA2125                          STATION DESCRIPTION
 SA2125
 SA2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SA2125'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 11B AND ON
 SA2125'THE STATE HIGHWAY RIGHT-OF-WAY, ABOUT 9 MILES EAST NORTHEAST OF
 SA2125'CONNELL, ABOUT 9 MILES WEST OF KAHLOTUS, ABOUT 3 MILES WEST
 SA2125'SOUTHWEST OF THE GRAIN ELEVATORS AT ESTES AND ABOUT 27 FEET SOUTH OF
 SA2125'THE CENTERLINE OF THE HIGHWAY.
 SA2125'
 SA2125'TO REACH, FROM THE U.S. POST OFFICE IN CONNELL, GO SOUTH, ON U.S.
 SA2125'HIGHWAY 395, FOR 2.0 MILES TO SIDE ROAD LEFT.  TURN LEFT, ON STATE
 SA2125'HIGHWAY 11B, AND GO EASTERLY 6.45 MILES TO THE AZIMUTH MARK.
 SA2125'CONTINUE SOUTH, ON STATE HIGHWAY 11B, FOR 0.25 MILE TO FORKS.  TAKE
 SA2125'LEFT FORK, AND GO EAST, ON STATE HIGHWAY 11B, FOR 0.4 MILE TO THE
 SA2125'STATION.
 SA2125'
 SA2125'THE STATION MARK IS A STANDARD DISK, STAMPED ESTES 1950, SET INTO
 SA2125'THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER WHICH
 SA2125'IS ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND.
 SA2125'
 SA2125'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ESTES NO 1 1950,
 SA2125'SET INTO THE TOP AND WELDED TO A 1-1/2 INCH IRON PIPE WHICH
 SA2125'PROJECTS ABOUT 7 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 SA2125'STATION.  IT IS LOCATED 20 FEET NORTH OF THE CENTERLINE OF THE
 SA2125'HIGHWAY.
 SA2125'
 SA2125'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ESTES NO 2 1950,
 SA2125'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 SA2125'WHICH IS ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 SA2125'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS LOCATED 25 FEET SOUTH
 SA2125'OF THE CENTERLINE OF THE HIGHWAY.
 SA2125'
 SA2125'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ESTES 1950, SET INTO
 SA2125'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER WHICH
 SA2125'IS ABOUT FLUSH WITH THE GROUND.  IT LOCATED ON THE EAST SIDE OF
 SA2125'STATE HIGHWAY 11B AND IS 24 FEET EAST OF THE CENTERLINE OF THE
 SA2125'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH7001 ***********************************************************************
 AH7001  HT_MOD      -  This is a Height Modernization Survey Station.
 AH7001  DESIGNATION -  ET
 AH7001  PID         -  AH7001
 AH7001  STATE/COUNTY-  WA/GRAYS HARBOR
 AH7001  USGS QUAD   -  POINT BROWN (1994)
 AH7001
 AH7001                         *CURRENT SURVEY CONTROL
 AH7001  ___________________________________________________________________
 AH7001* NAD 83(1998)-  46 59 37.24769(N)    124 10 09.25999(W)     ADJUSTED  
 AH7001* NAVD 88     -         8.55   (meters)      28.1    (feet)  GPS OBS   
 AH7001  ___________________________________________________________________
 AH7001  X           -  -2,447,730.841 (meters)                     COMP
 AH7001  Y           -  -3,605,889.351 (meters)                     COMP
 AH7001  Z           -   4,641,273.728 (meters)                     COMP
 AH7001  LAPLACE CORR-           9.31  (seconds)                    DEFLEC99
 AH7001  ELLIP HEIGHT-         -16.21  (meters)          (07/03/01) GPS OBS
 AH7001  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AH7001
 AH7001  HORZ ORDER  -  FIRST
 AH7001  ELLP ORDER  -  FIFTH     CLASS I
 AH7001
 AH7001.The horizontal coordinates were established by GPS observations
 AH7001.and adjusted by the National Geodetic Survey in July 2001..
 AH7001.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AH7001.DATUM ITEM on the data sheet items page.
 AH7001
 AH7001.The orthometric height was determined by GPS observations and a
 AH7001.high-resolution geoid model using precise GPS observation and
 AH7001.processing techniques.
 AH7001
 AH7001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7001
 AH7001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7001
 AH7001.The ellipsoidal height was determined by GPS observations
 AH7001.and is referenced to NAD 83.
 AH7001
 AH7001.The geoid height was determined by GEOID03.
 AH7001
 AH7001;                    North         East     Units Scale Factor Converg.
 AH7001;SPC WA S     -   191,040.726   221,016.856   MT  0.99994001   -2 39 55.2
 AH7001;SPC WA S     -   626,772.78    725,119.47   sFT  0.99994001   -2 39 55.2
 AH7001;UTM  10      - 5,205,125.181   411,097.879   MT  0.99969714   -0 51 18.3
 AH7001
 AH7001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7001!SPC WA S     -   1.00000254  x   0.99994001  =   0.99994255
 AH7001!UTM  10      -   1.00000254  x   0.99969714  =   0.99969968
 AH7001
 AH7001                          SUPERSEDED SURVEY CONTROL
 AH7001
 AH7001  NAD 83(1991)-  46 59 37.24579(N)    124 10 09.26176(W) AD(       ) 1
 AH7001  ELLIP H (01/20/99)  -16.19   (m)                       GP(       ) 3 2
 AH7001
 AH7001.Superseded values are not recommended for survey control.
 AH7001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7001.See file dsdata.txt to determine how the superseded data were derived.
 AH7001
 AH7001_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1109805125(NAD 83)
 AH7001_MARKER: DD = SURVEY DISK
 AH7001_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH7001_STAMPING: ET 1988
 AH7001_MARK LOGO: USE   
 AH7001_PROJECTION: FLUSH
 AH7001_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH7001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7001+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AH7001
 AH7001  HISTORY     - Date     Condition        Report By
 AH7001  HISTORY     - 1988     MONUMENTED       USE
 AH7001  HISTORY     - 19991129 GOOD             WADECO
 AH7001
 AH7001                          STATION DESCRIPTION
 AH7001
 AH7001'DESCRIBED BY US ENGINEERS 1988
 AH7001'DESCRIBED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY 1997 (RCD) .
 AH7001'THE STATION IS LOCATED IN THE CITY OF OCEAN SHORES.  FROM SR 115 AND
 AH7001'POINT BROWN AVENUE FOLLOW POINT BROWN AVENUE SOUTH TO CHANGE ALAMER
 AH7001'ROAD.  TURN WEST AND PROCEED TO OCEAN SHORES BOULEVARD SW.  TURN SOUTH
 AH7001'AND FOLLOW OCEAN SHORES BOULEVARD TO PACIFIC BOULEVARD.  TURN WEST AND
 AH7001'FOLLOW PACIFIC BOULEVARD TOWARD BEACH AND STATION ON LEFT. THE STATION
 AH7001'IS ON A LINEAR SAND DUNE 0.15 MILES (0.24 KM) WEST OF THE CENTERLINE
 AH7001'OF OCEAN SHORES BOULEVARD, 4 M (13.1 FT) HIGHER AND 21 M (68.9 FT)
 AH7001'SOUTH OF THE CENTERLINE OF PACIFIC BOULEVARD, 0.75 M (2.46 FT)
 AH7001'SOUTHEAST OF A 4 M (13.1 FT) TALL 4X4 WOOD FLAG POLE, AND 0.6 M (2.0
 AH7001'FT) NORTH OF A METAL U.S.  ARMY CORP OF ENGINEERS WITNESS POST.  THE
 AH7001'STATION IS A U.S.  ARMY CORP OF ENGINEERS BRASS DISK SET IN A
 AH7001'IRREGULAR MASS OF CONCRETE.  THE DISK IS STAMPED ET 1988.
 AH7001
 AH7001                          STATION RECOVERY (1999)
 AH7001
 AH7001'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1999 (RCD)
 AH7001'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0110 ***********************************************************************
 SD0110  DESIGNATION -  ETC RESET
 SD0110  PID         -  SD0110
 SD0110  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0110  USGS QUAD   -  COPALIS CROSSING (1994)
 SD0110
 SD0110                         *CURRENT SURVEY CONTROL
 SD0110  ___________________________________________________________________
 SD0110* NAD 83(1991)-  47 06 45.55199(N)    124 04 45.24175(W)     ADJUSTED  
 SD0110* NAVD 88     -        24.014  (meters)      78.79   (feet)  ADJUSTED  
 SD0110  ___________________________________________________________________
 SD0110  LAPLACE CORR-          11.82  (seconds)                    DEFLEC99
 SD0110  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SD0110  DYNAMIC HT  -          24.017 (meters)      78.80  (feet)  COMP
 SD0110  MODELED GRAV-     980,745.7   (mgal)                       NAVD 88
 SD0110
 SD0110  HORZ ORDER  -  FIRST
 SD0110  VERT ORDER  -  SECOND    CLASS I
 SD0110
 SD0110.The horizontal coordinates were established by classical geodetic methods
 SD0110.and adjusted by the National Geodetic Survey in December 1991..
 SD0110
 SD0110.The orthometric height was determined by differential leveling
 SD0110.and adjusted by the National Geodetic Survey in June 1991..
 SD0110
 SD0110.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0110
 SD0110.The geoid height was determined by GEOID03.
 SD0110
 SD0110.The dynamic height is computed by dividing the NAVD 88
 SD0110.geopotential number by the normal gravity value computed on the
 SD0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0110.degrees latitude (g = 980.6199 gals.).
 SD0110
 SD0110.The modeled gravity was interpolated from observed gravity values.
 SD0110
 SD0110;                    North         East     Units Scale Factor Converg.
 SD0110;SPC WA S     -   203,938.483   228,455.401   MT  0.99995699   -2 35 59.8
 SD0110;SPC WA S     -   669,088.17    749,524.09   sFT  0.99995699   -2 35 59.8
 SD0110;UTM  10      - 5,218,248.016   418,123.594   MT  0.99968239   -0 47 26.8
 SD0110
 SD0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0110!SPC WA S     -   1.00000005  x   0.99995699  =   0.99995704
 SD0110!UTM  10      -   1.00000005  x   0.99968239  =   0.99968244
 SD0110
 SD0110|---------------------------------------------------------------------|
 SD0110| PID    Reference Object                     Distance      Geod. Az  |
 SD0110|                                                           dddmmss.s |
 SD0110| DD9680 ETC RM 1                             46.939 METERS 16106     |
 SD0110| DD9682 ETC RM 3                             27.514 METERS 16814     |
 SD0110| DD9681 ETC RM 2                             46.272 METERS 27209     |
 SD0110| DD9679 ETC AZ MK                                          2954324.5 |
 SD0110|---------------------------------------------------------------------|
 SD0110
 SD0110                          SUPERSEDED SURVEY CONTROL
 SD0110
 SD0110  NAD 83(1986)-  47 06 45.54335(N)    124 04 45.24359(W) AD(       ) 1
 SD0110  NAD 27      -  47 06 46.22900(N)    124 04 40.61900(W) AD(       ) 1
 SD0110  NGVD 29 (07/19/86)   23.0    (m)           75.     (f) VERT ANG       
 SD0110
 SD0110.Superseded values are not recommended for survey control.
 SD0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0110.See file dsdata.txt to determine how the superseded data were derived.
 SD0110
 SD0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1812418248(NAD 83)
 SD0110_MARKER: DS = TRIANGULATION STATION DISK
 SD0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0110_SP_SET: CONCRETE POST
 SD0110_STAMPING: ETC 1953 1964
 SD0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0110+STABILITY: SURFACE MOTION
 SD0110
 SD0110  HISTORY     - Date     Condition        Report By
 SD0110  HISTORY     - 1953     MONUMENTED       CGS
 SD0110  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SD0110  HISTORY     - 1974     SEE DESCRIPTION  RAYONI
 SD0110  HISTORY     - 1977     GOOD             NGS
 SD0110
 SD0110                          STATION DESCRIPTION
 SD0110
 SD0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RAG)
 SD0110'THE STATION IS LOCATED ABOUT 4.75 MILES NORTHEAST OF OCEAN CITY,
 SD0110'ABOUT 4 MILES EAST OF COPALIS, 160 FEET NORTH OF THE RAILROAD YARD
 SD0110'SIGN READING COPALIS, 78 FEET WEST OF POWER POLE NUMBER T14 4,
 SD0110'48 FEET NORTH OF RAILROAD CROSSING, 27 FEET NORTH OF TELEPHONE
 SD0110'POLE NUMBER 1 AND IN THE NORTHWEST CORNER OF A T ROAD
 SD0110'INTERSECTION.
 SD0110'
 SD0110'TO REACH FROM HOQUIAM.  GO NORTH, ON U.S. HIGHWAY NUMBER 101, FOR
 SD0110'4.4 MILES.  TURN LEFT AND GO NORTHERLY, KEEPING ALL RIGHT HAND
 SD0110'FORKS FOR 10.2 MILES TO THE COPALIS RAILROAD YARD AND THE STATION.
 SD0110'
 SD0110'THE STATION IS A STANDARD DISK, STAMPED ETC 1953, SET IN THE TOP
 SD0110'OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 SD0110'
 SD0110'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED ETC 1953,
 SD0110'SET INTO AN IRREGULAR MASS OF CONCRETE WHICH LIES ABOUT 40 INCHES
 SD0110'BELOW THE SURFACE OF THE SOIL.
 SD0110'
 SD0110'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ETC NO 1
 SD0110'1953, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 SD0110'INCHES.  IT IS LOCATED 13 FEET EAST OF THE RAILROAD TRACKS, 2 FEET
 SD0110'NORTH OF A RAILROAD YARD SIGN READING COPALIS AND AT ABOUT THE
 SD0110'SAME ELEVATION AS THE STATION.
 SD0110'
 SD0110'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ETC NO 2
 SD0110'1953, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 SD0110'INCHES.  IT IS LOCATED IN THE FRONT YARD OF A PRIVATE DWELLING,
 SD0110'20 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 15 FEET EAST OF THE
 SD0110'CENTER OF A GRAVELED DRIVEWAY AND 0.34 FEET LOWER THAN THE
 SD0110'STATION.
 SD0110'
 SD0110'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ETC 1953, SET IN THE
 SD0110'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 SD0110'LOCATED 0.2 MILE WEST NORTHWEST OF THE STATION, 34 FEET SOUTH OF
 SD0110'THE CENTER OF A PAVED ROAD AND 11 FEET SOUTH OF POWER POLE NUMBER
 SD0110'T14 22.
 SD0110'
 SD0110'PICTURE POINT A IS THE BASE AND CENTER OF TWO SHRUBS WHICH ARE
 SD0110'LOCATED IN THE FRONT YARD OF A PRIVATE DWELLING, 24 FEET SOUTH
 SD0110'OF THE CENTER OF A PAVED ROAD AND JUST EAST OF A GRAVELED DRIVEWAY
 SD0110'WHICH LEADS TO THE DWELLING.  IT IS LOCATED 0.34 FEET LOWER THAN
 SD0110'THE STATION.
 SD0110'
 SD0110'OBSERVATIONS WERE MADE FROM A 104 FOOT TOWER.
 SD0110
 SD0110                          STATION RECOVERY (1964)
 SD0110
 SD0110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SD0110'THE SURFACE STATION MARK WAS FOUND LYING HORIZONTAL NEAR ITS
 SD0110'ORIGINAL LOCATION.  REFERENCE MARK NO. 1 WAS NOT
 SD0110'RECOVERED.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 SD0110'RECOVERED IN GOOD CONDITION.  A NEW STATION MARK WAS SET OVER THE
 SD0110'UNDERGROUND MARK AND REFERENCE MARK NO. 3 WAS ESTABLISHED.
 SD0110'
 SD0110'THE STATION MARK IS A STANDARD DISK STAMPED ETC 1953 1964, SET
 SD0110'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 56.5
 SD0110'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET NORTH OF THE
 SD0110'CENTER OF THE CROSSING OF THE RAILROAD AND BLACKTOP ROAD, 29.6
 SD0110'FEET EAST OF THE EAST RAIL OF THE RAILROAD, AND 27.3 FEET NORTH
 SD0110'OF A TELEPHONE POLE.
 SD0110'
 SD0110'REFERENCE MARK NO. 2, STAMPED ETC NO 2 1953, IS A STANDARD DISK
 SD0110'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 40
 SD0110'FEET NORTH OF THE NORTHWEST CORNER OF MR. A. W. PETERSONS HOUSE,
 SD0110'42 FEET EAST OF POWER POLE NO. T 14 19, 23-1/2 FEET SOUTH OF THE
 SD0110'CENTER OF THE BLACKTOP ROAD AND 18 FEET EAST OF THE CENTER OF A
 SD0110'DRIVEWAY.
 SD0110'
 SD0110'REFERENCE MARK NO. 3, STAMPED ETC NO 3 1953, IS A STANDARD DISK
 SD0110'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 54
 SD0110'FEET SOUTH OF THE INTERSECTION OF THE RAILROAD AND BLACKTOP ROAD,
 SD0110'24-1/2 FEET SOUTHWEST OF THE CENTER OF THE BLACKTOP ROAD AND 7.5
 SD0110'FEET EAST OF THE EAST RAIL OF THE RAILROAD.
 SD0110'
 SD0110'THE AZIMUTH MARK, STAMPED ETC 1953, IS A STANDARD DISK SET IN A
 SD0110'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS ON THE WESTERN
 SD0110'EDGE OF A CLEARING, 35 FEET SOUTH OF THE CENTER OF THE BLACKTOP
 SD0110'ROAD, 10 FEET SOUTH OF A POWER POLE, 3 FEET EAST OF A GUY WIRE TO
 SD0110'THE POWER POLE AND 1 FOOT EAST OF A METAL WITNESS POST.
 SD0110'
 SD0110'REACHED FROM SIMPSON AVE. AND 5TH ST. IN HOQUIAM BY GOING
 SD0110'NORTHERLY ON U.S. HIGHWAY 101 (5TH ST.) FOR 4.4 MILES TO A BLACKTOP
 SD0110'COUNTY ROAD LEFT AT THE NORTH END OF THE BRIDGE OVER BERNARD
 SD0110'CREEK.  TURN LEFT AND GO 6.0 MILES TO GRASS CREEK RD. LEFT,
 SD0110'CONTINUE STRAIGHT AHEAD, NORTHWESTERLY 3.0 MILES TO THE BRIDGE
 SD0110'OVER HUMPTULIPS RIVER.  CONTINUE 0.9 MILE TO BLACKTOP ROAD
 SD0110'RIGHT, CONTINUE STRAIGHT AHEAD 0.55 MILE TO A FORK, ORVILLE
 SD0110'CURTISS MOBIL STATION AND GROCERY ON THE RIGHT AND THE STATION
 SD0110'ABOUT 60 YARDS NORTHWEST OF THE STORE, IN THE FORK OF THE Y.
 SD0110'TO REACH THE AZIMUTH MARK, TAKE LEFT FORK, CROSS RAILROAD TRACK
 SD0110'AND GO 0.2 MILE WEST-NORTHWEST TO THE MARK ON THE LEFT.
 SD0110
 SD0110                          STATION RECOVERY (1974)
 SD0110
 SD0110'RECOVERY NOTE BY ITT RAYONIER INCORPORATED 1974
 SD0110'THE STATION, REFERENCE MARKS NO. 2 AND NO. 3, AND THE AZIMUTH
 SD0110'MARK WERE RECOVERED.  THE STATION IS ON THE NORTHWEST SIDE OF THE
 SD0110'INTERSECTION BETWEEN THE ROADS TO COPALIS BEACH AND PACIFIC
 SD0110'BEACH.  THE INTERSECTION HAS BEEN REBUILT SINCE THE ABOVE NOTE
 SD0110'WAS WRITTEN.  REFERENCE MARK NO. 2 BEARS NORTH 87 DEG WEST AND IS
 SD0110'BY THE EDGE OF A CEDAR TREE TRIMMED TO A SHRUB.  REFERENCE MARK
 SD0110'NO. 3 BEARS SOUTH 11 DEG EAST AND IS SOUTH 20 DEG WEST 28 FEET
 SD0110'FROM THE NORTHWEST CORNER OF AN ISLAND IN THE INTERSECTION AND
 SD0110'7-1/2 FEET EAST OF THE CLOSEST RAIL.
 SD0110
 SD0110                          STATION RECOVERY (1977)
 SD0110
 SD0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 SD0110'COPALIS CROSSING.
 SD0110'AT COPALIS CROSSING, 67 YARDS WEST OF AND ACROSS OCEAN BEACH ROAD
 SD0110'FROM THE POST OFFICE, 29.5 FT NORTHEAST OF THE NORTHEAST RAIL OF
 SD0110'A RAILROAD, 44.5 FT NORTHWEST OF THE CENTER LINE OF THE WEST LEG
 SD0110'OF A TRIANGLE AND 66.5 FT SOUTH OF THE CENTER LINE OF OCEAN BEACH
 SD0110'ROAD.
 SD0110'A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.  2 FEET
 SD0110'ABOVE ROAD.  1 FOOT NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1563 ***********************************************************************
 SC1563  DESIGNATION -  ETHEL
 SC1563  PID         -  SC1563
 SC1563  STATE/COUNTY-  WA/LEWIS
 SC1563  USGS QUAD   -  ONALASKA (1993)
 SC1563
 SC1563                         *CURRENT SURVEY CONTROL
 SC1563  ___________________________________________________________________
 SC1563* NAD 83(1991)-  46 31 55.24692(N)    122 41 28.28341(W)     ADJUSTED  
 SC1563* NAVD 88     -       172.4    (meters)     566.     (feet)  VERTCON   
 SC1563  ___________________________________________________________________
 SC1563  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 SC1563  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SC1563
 SC1563  HORZ ORDER  -  SECOND
 SC1563
 SC1563.The horizontal coordinates were established by classical geodetic methods
 SC1563.and adjusted by the National Geodetic Survey in December 1991..
 SC1563
 SC1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1563
 SC1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1563
 SC1563.The geoid height was determined by GEOID03.
 SC1563
 SC1563;                    North         East     Units Scale Factor Converg.
 SC1563;SPC WA S     -   135,567.430   331,933.234   MT  0.99991503   -1 35 30.0
 SC1563;SPC WA S     -   444,774.14  1,089,017.62   sFT  0.99991503   -1 35 30.0
 SC1563;UTM  10      - 5,153,206.869   523,681.670   MT  0.99960689   +0 13 26.8
 SC1563
 SC1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1563!SPC WA S     -   0.99997637  x   0.99991503  =   0.99989140
 SC1563!UTM  10      -   0.99997637  x   0.99960689  =   0.99958327
 SC1563
 SC1563|---------------------------------------------------------------------|
 SC1563| PID    Reference Object                     Distance      Geod. Az  |
 SC1563|                                                           dddmmss.s |
 SC1563| CE3553 ETHEL RM 1                           17.990 METERS 01429     |
 SC1563| CE3552 ETHEL AZ MK                                        0874950.1 |
 SC1563| CE3554 ETHEL RM 2                           23.888 METERS 27054     |
 SC1563|---------------------------------------------------------------------|
 SC1563
 SC1563                          SUPERSEDED SURVEY CONTROL
 SC1563
 SC1563  NAD 83(1991)-  46 31 55.24672(N)    122 41 28.28050(W) AD(       ) 2
 SC1563  NAD 83(1986)-  46 31 55.26262(N)    122 41 28.29222(W) AD(       ) 2
 SC1563  NAD 27      -  46 31 55.87800(N)    122 41 23.88300(W) AD(       ) 2
 SC1563  NGVD 29 (07/19/86)  171.3    (m)          562.     (f) VERT ANG       
 SC1563
 SC1563.Superseded values are not recommended for survey control.
 SC1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1563.See file dsdata.txt to determine how the superseded data were derived.
 SC1563
 SC1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES2368253207(NAD 83)
 SC1563_MARKER: DS = TRIANGULATION STATION DISK
 SC1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1563
 SC1563  HISTORY     - Date     Condition        Report By
 SC1563  HISTORY     - 1947     MONUMENTED       CGS
 SC1563  HISTORY     - 1964     GOOD             CGS
 SC1563  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SC1563  HISTORY     - 1983     GOOD             LOCENG
 SC1563
 SC1563                          STATION DESCRIPTION
 SC1563
 SC1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SC1563'THE STATION IS LOCATED AT THE NORTHERN EDGE OF A CULTIVATED FIELD
 SC1563'ABOUT 2.3 MILES EAST OF ETHEL, 137 FEET WEST OF A FENCE CORNER, 31
 SC1563'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY NUMBER 5 AND IN A
 SC1563'EAST-WEST FENCE LINE.
 SC1563'
 SC1563'TO REACH FROM THE POST OFFICE IN ETHEL, GO EAST ON STATE HIGHWAY
 SC1563'NUMBER 5 FOR 2.35 MILES TO THE STATION ON THE RIGHT HAND SIDE OF
 SC1563'THE ROAD.
 SC1563'
 SC1563'THE STATION IS A STANDARD DISK, STAMPED ETHEL 1947, SET IN THE
 SC1563'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 SC1563'
 SC1563'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ETHEL NO 1
 SC1563'1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 SC1563'ABOUT 3 INCHES AND IS ABOUT 4 FEET HIGHER THAN THE STATION.  IT IS
 SC1563'LOCATED 26 FEET NORTH OF STATE HIGHWAY NUMBER 5.
 SC1563'
 SC1563'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ETHEL NO 2
 SC1563'1947, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 SC1563'3 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 SC1563'LOCATED 30 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY NUMBER 5.
 SC1563'
 SC1563'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ETHEL 1947, SET IN
 SC1563'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3
 SC1563'INCHES.  IT IS LOCATED 0.25 MILE EAST OF THE STATION, ABOUT 200
 SC1563'FEET SOUTH OF AN OLD HOUSE, 26 FEET NORTH OF THE CENTERLINE OF
 SC1563'STATE HIGHWAY NUMBER 5 AND 4 FEET SOUTH OF A TRANSFORMER POLE.
 SC1563'
 SC1563'SUBSTITUTE STATION NUMBER 66 V 129-A IS A FENCE INTERSECTION.  IT
 SC1563'IS 0.25 METER ABOVE THE STATION.  THE BASE OF THE CORNER POST WAS
 SC1563'USED AS A TARGET.
 SC1563
 SC1563                          STATION RECOVERY (1964)
 SC1563
 SC1563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SC1563'THE STATION MARK WAS RECOVERED ON THE SLOPE OF THE SHOULDER OF THE
 SC1563'ROAD AND BURIED ABOUT A FOOT.  REFERENCE MARK NO. 1 WAS FOUND
 SC1563'LAYING ON ITS SIDE IN THE DITCH AND THE DISK WAS REMOVED FROM THE
 SC1563'CONCRETE POST.  REFERENCE MARK NO. 2 WAS FOUND PUSHED OVER AND
 SC1563'BURIED ABOUT 18 INCHES UNDER THE SHOULDER OF THE ROAD.  THE
 SC1563'AZIMUTH MARK WAS NOT FOUND.
 SC1563'
 SC1563'THERE IS NOTHING VISIBLE FROM THE GROUND FOR INITIAL FROM WHICH
 SC1563'TO ESTABLISH NEW REFERENCE MARKS.  THE STATION MARK WAS APPARENTLY
 SC1563'UNDISTURBED, INSIDE A 2-FOOT SECTION OF CONCRETE PIPE STANDING
 SC1563'UPRIGHT.  THIS PIPE WAS FILLED ABOUT 3/4 FULL OF CONCRETE AND A
 SC1563'STANDARD DISK, STAMPED ETHEL 1947 1964 WAS PLUMBED DIRECTLY OVER
 SC1563'THE ORIGINAL SURFACE MARK.
 SC1563'
 SC1563'THE STATION IS 161 FEET WEST OF A FENCE CORNER, 44.3 FEET
 SC1563'NORTH-NORTHEAST OF A TRIANGLE BLAZE ON A TELEPHONE POLE, 42 FEET
 SC1563'NORTH OF THE TELEPHONE LINE, 28 FEET SOUTH OF THE CENTER LINE OF
 SC1563'STATE HIGHWAY 14.  A STANDARD DISK SET INSIDE A 12-INCH CONCRETE
 SC1563'TILE WHICH PROJECTS ABOUT 1 FOOT (DISK IS ABOUT 6 INCHES BELOW
 SC1563'TOP OF PIPE).
 SC1563'
 SC1563'TO REACH FROM THE G HOTEL, THEATRE AND CAFE IN MOSSYROCK, GO WEST
 SC1563'ON STATE HIGHWAY 14 FOR 5.0 MILES TO THE WEST END OF THE CONCRETE
 SC1563'BRIDGE OVER MAYFIELD LAKE.  CONTINUE WESTERLY ON HIGHWAY FOR 6.5
 SC1563'MILES TO THE MARK ON THE SOUTH SLOPE OF THE SHOULDER OF THE
 SC1563'ROAD.  THE STATION IS 0.4 MILE EAST OF THE H.C. PINKERTON RD,
 SC1563'WHICH RUNS SOUTH FROM THE HIGHWAY, AND 2.4 MILES EAST OF THE
 SC1563'ETHEL POST OFFICE, WHICH IS IN THE PERRYS SHOP RITE FOOD CENTER.
 SC1563
 SC1563                          STATION RECOVERY (1969)
 SC1563
 SC1563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (DNR)
 SC1563'STATION DESTROYED DURING ROAD CONSTRUCTION.
 SC1563
 SC1563                          STATION RECOVERY (1983)
 SC1563
 SC1563'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (RS)
 SC1563'1947 RECOVERED GOOD.
 SC1563'
 SC1563'ETHEL AZ MK PLACED POST 2 SOUTH OF MON.
 SC1563'
 SC1563'DISTANCE AND DIRECTION FROM NEAREST TOWN--MON IS LOCATED EAST OF
 SC1563'ETHEL ALONG STATE HWY. 12 ON THE NORTH SIDE AND IS 6 FEET NORTH OF
 SC1563'THE NORTH EDGE OF ASPHALT.
 SC1563'AND 65 FEET WEST OF A PRIVATE DRIVWAY.  ADDRESS 1956 US.
 SC1563'HWY 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5021 ***********************************************************************
 SY5021  DESIGNATION -  EULA 1945
 SY5021  PID         -  SY5021
 SY5021  STATE/COUNTY-  WA/JEFFERSON
 SY5021  USGS QUAD   -  LOFALL (1973)
 SY5021
 SY5021                         *CURRENT SURVEY CONTROL
 SY5021  ___________________________________________________________________
 SY5021* NAD 83(1991)-  47 47 37.33702(N)    122 44 39.35736(W)     ADJUSTED  
 SY5021* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5021  ___________________________________________________________________
 SY5021  LAPLACE CORR-         -15.46  (seconds)                    DEFLEC99
 SY5021  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 SY5021
 SY5021  HORZ ORDER  -  THIRD
 SY5021
 SY5021.The horizontal coordinates were established by classical geodetic methods
 SY5021.and adjusted by the National Geodetic Survey in December 1991..
 SY5021
 SY5021.The orthometric height was scaled from a topographic map.
 SY5021
 SY5021.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5021
 SY5021.The geoid height was determined by GEOID03.
 SY5021
 SY5021;                    North         East     Units Scale Factor Converg.
 SY5021;SPC WA N     -    90,022.898   356,849.083   MT  0.99995818   -1 25 21.8
 SY5021;SPC WA N     -   295,350.12  1,170,762.37   sFT  0.99995818   -1 25 21.8
 SY5021;UTM  10      - 5,293,403.436   519,152.535   MT  0.99960451   +0 11 22.0
 SY5021
 SY5021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5021!SPC WA N     -   1.00000281  x   0.99995818  =   0.99996099
 SY5021!UTM  10      -   1.00000281  x   0.99960451  =   0.99960732
 SY5021
 SY5021                          SUPERSEDED SURVEY CONTROL
 SY5021
 SY5021  NAD 83(1986)-  47 47 37.33391(N)    122 44 39.36312(W) AD(       ) 3
 SY5021  NAD 27      -  47 47 38.00200(N)    122 44 34.79000(W) AD(       ) 3
 SY5021
 SY5021.Superseded values are not recommended for survey control.
 SY5021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5021.See file dsdata.txt to determine how the superseded data were derived.
 SY5021
 SY5021_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1915393403(NAD 83)
 SY5021_MARKER: Z = SEE DESCRIPTION
 SY5021_SETTING: 0 = UNSPECIFIED SETTING
 SY5021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5021
 SY5021  HISTORY     - Date     Condition        Report By
 SY5021  HISTORY     - 1945     MONUMENTED       CGS
 SY5021  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SY5021  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5021
 SY5021                          STATION DESCRIPTION
 SY5021
 SY5021'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CDM)
 SY5021'STATION IS ON THE W SIDE OF HOOD CANAL, ON THE FIRST ROUNDING
 SY5021'POINT S OF THORNDYKE BAY.  THE MARK IS ON THE HIGH-WATER LINE,
 SY5021'ABOUT 3 METERS OFFSHORE OF THE BRUSH LINE.  THERE IS A CABIN ABOUT
 SY5021'200 FEET SW OF THE STATION.  THE STATION IS MARKED BY A BRONZE
 SY5021'STATION DISK SET IN THE TOP OF A 6-INCH CONCRETE POST.
 SY5021'
 SY5021'REFERENCE MARK 1 IS INSHORE OF THE STATION UPON A BANK NEAR THE
 SY5021'TRUNK OF A LARGE UPROOTED FIR TREE WHICH HAS A TRIANGULAR BLAZE
 SY5021'ON THE TRUNK.  THE REFERENCE MARK IS ABOUT 10 FEET HIGHER IN
 SY5021'ELEVATION THAN THE STATION.  IT IS A BRONZE DISK SET IN CONCRETE.
 SY5021'
 SY5021'THE STATION MARK AND REFERENCE MARK 1 FOR STATION DYKE 1934
 SY5021'WERE USED TO MARK THIS STATION, THE ORIGINAL STAMPING WAS DEFACED
 SY5021'AND THE DISKS RESTAMPED.
 SY5021
 SY5021                          STATION RECOVERY (1946)
 SY5021
 SY5021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (TBR)
 SY5021'STATION WAS RECOVERED AND ORIGINAL DESCRIPTION IS ADEQUATE.
 SY5021'
 SY5021'THE STATION APPEARS TO BE SOLID IN THE GROUND BUT MAY HAVE BEEN
 SY5021'MOVED SLIGHTLY BY THE PRESSURE OF THE LARGE DRIFT LOGS BY WHICH
 SY5021'IT IS SURROUNDED.  REFERENCE MARK WAS FOUND IN GOOD CONDITION.
 SY5021
 SY5021                          STATION RECOVERY (1963)
 SY5021
 SY5021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5021'THE STATION IS DESTROYED.  THE STATION MONUMENT WAS FOUND WASHED
 SY5021'OUT ON THE BEACH.  THE REFERENCE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5022 ***********************************************************************
 SY5022  DESIGNATION -  EULA 2
 SY5022  PID         -  SY5022
 SY5022  STATE/COUNTY-  WA/JEFFERSON
 SY5022  USGS QUAD   -  LOFALL (1973)
 SY5022
 SY5022                         *CURRENT SURVEY CONTROL
 SY5022  ___________________________________________________________________
 SY5022* NAD 83(1991)-  47 47 37.42091(N)    122 44 39.31222(W)     ADJUSTED  
 SY5022* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5022  ___________________________________________________________________
 SY5022  LAPLACE CORR-         -15.46  (seconds)                    DEFLEC99
 SY5022  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 SY5022
 SY5022  HORZ ORDER  -  SECOND
 SY5022
 SY5022.The horizontal coordinates were established by classical geodetic methods
 SY5022.and adjusted by the National Geodetic Survey in December 1991..
 SY5022
 SY5022.The orthometric height was scaled from a topographic map.
 SY5022
 SY5022.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5022
 SY5022.The geoid height was determined by GEOID03.
 SY5022
 SY5022;                    North         East     Units Scale Factor Converg.
 SY5022;SPC WA N     -    90,025.464   356,850.086   MT  0.99995818   -1 25 21.8
 SY5022;SPC WA N     -   295,358.54  1,170,765.66   sFT  0.99995818   -1 25 21.8
 SY5022;UTM  10      - 5,293,406.029   519,153.465   MT  0.99960451   +0 11 22.0
 SY5022
 SY5022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5022!SPC WA N     -   1.00000281  x   0.99995818  =   0.99996099
 SY5022!UTM  10      -   1.00000281  x   0.99960451  =   0.99960732
 SY5022
 SY5022:                Primary Azimuth Mark                     Grid Az
 SY5022:SPC WA N     -  THORN                                    040 41 37.7
 SY5022:UTM  10      -  THORN                                    039 04 53.9
 SY5022
 SY5022|---------------------------------------------------------------------|
 SY5022| PID    Reference Object                     Distance      Geod. Az  |
 SY5022|                                                           dddmmss.s |
 SY5022| SY5045 THORN                               APPROX. 2.7 KM 0391615.9 |
 SY5022| CF6601 EULA 2 RM 2                          12.327 METERS 18939     |
 SY5022|---------------------------------------------------------------------|
 SY5022
 SY5022                          SUPERSEDED SURVEY CONTROL
 SY5022
 SY5022  NAD 83(1986)-  47 47 37.41778(N)    122 44 39.31801(W) AD(       ) 2
 SY5022  NAD 27      -  47 47 38.07700(N)    122 44 34.74300(W) AD(       ) 2
 SY5022
 SY5022.Superseded values are not recommended for survey control.
 SY5022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5022.See file dsdata.txt to determine how the superseded data were derived.
 SY5022
 SY5022_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1915393406(NAD 83)
 SY5022_MARKER: Z = SEE DESCRIPTION
 SY5022_SETTING: 0 = UNSPECIFIED SETTING
 SY5022
 SY5022  HISTORY     - Date     Condition        Report By
 SY5022  HISTORY     - 1964     MONUMENTED       CGS
 SY5022  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY5022  HISTORY     - 1977     SEE DESCRIPTION  USN
 SY5022
 SY5022                          STATION DESCRIPTION
 SY5022
 SY5022'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY5022'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF HOOD CANAL ON THE
 SY5022'FIRST ROUNDING POINT SOUTH OF THORNDYKE BAY.  THE STATION IS A
 SY5022'STANDARD DISK STAMPED EULA 2 1964 SET IN THE TOP OF A 6-INCH SQUARE
 SY5022'CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE SURFACE OF THE BEACH.
 SY5022'IT IS 71 FEET NORTH OF THE NORTH SIDE OF A SET OF WOODEN STEPS
 SY5022'LEADING TO THE BEACH, 64 FEET (SLOPE) NORTH OF A TRIANGULAR BLAZE ON
 SY5022'THE NORTH SIDE OF A 2 FOOT IN DIAMETER FIR TREE AT THE UPPER EDGE OF
 SY5022'THE BANK, 12 FEET EAST OF THE BANK, 5 FEET NORTH OF A LARGE LUMP OF
 SY5022'CONCRETE THAT CONTAINED STATION EULA 1945, AND THE STATION COVERS
 SY5022'ABOUT 1 FOOT AT HIGH TIDE.
 SY5022'
 SY5022'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EULA 1 1945 SET IN THE
 SY5022'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  IT
 SY5022'IS ON TOP OF THE BANK 31 FEET SOUTHWEST OF THE STATION, 48 FEET NORTH
 SY5022'OF THE NORTH EDGE OF A SET OF WOODEN STEPS DESCENDING TO THE BEACH,
 SY5022'37.3 FEET NORTH OF THE BLAZE NOTED ABOVE AND 5 FEET WEST OF THE EDGE
 SY5022'OF THE BANK.
 SY5022'
 SY5022'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EULA 2 1964 SET IN THE
 SY5022'TOP OF A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 SY5022'THE SURFACE OF THE BEACH.  IT IS 41.4 FEET EASTNORTHEAST OF THE BLAZE
 SY5022'NOTED ABOVE, 39.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 SY5022'BOTTOM OF THE WOODEN STEPS AND 24 FEET EAST OF THE BANK.
 SY5022
 SY5022                          STATION RECOVERY (1969)
 SY5022
 SY5022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 SY5022'THE STATION, REFERENCE MARK 2 AND REFERENCE MARK 1 (1945) WERE
 SY5022'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1964.
 SY5022'
 SY5022'THE STATION IS A STANDARD DISK STAMPED EULA 2 1964 SET IN THE TOP OF
 SY5022'A 6-INCH SQUARE, CONCRETE MONUMENT, 6 INCHES BELOW THE SURFACE OF
 SY5022'THE GRAVEL BEACH, 4.6 FEET NORTH-NORTHEAST OF THE CENTER OF A
 SY5022'SOMEWHAT ROUNDED MASS OF CONCRETE THAT WAS PART OF THE MONUMENT THAT
 SY5022'HELD OLD STATION EULA AND 9.6 FEET EAST OF A STEEL WITNESS POST AT
 SY5022'THE EDGE OF THE BOTTOM OF THE LOW BLUFF IN THE OVERHANGING BRUSH.
 SY5022'
 SY5022'A SMALL WOODEN TRANSIT HUT HAS BEEN BUILT OVER REFERENCE MARK 1
 SY5022'(1945).
 SY5022'
 SY5022'THE STATION WAS REACHED BY BOAT.
 SY5022
 SY5022                          STATION RECOVERY (1977)
 SY5022
 SY5022'RECOVERY NOTE BY US NAVY 1977
 SY5022'EULA 2, NO 2, 1964 U.S.C. AND G.S. REFERENCE MARK.
 SY5022'
 SY5022'MARKER DISK WAS FOUND SEPERATED FROM ITS POST LAYING ON THE BEACH,
 SY5022'NO SIGNS OF ITS PREVIOUS LOCATION, THEREFORE SITE NOT RECOVERABLE,
 SY5022'NEEDS REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1947 ***********************************************************************
 SA1947  DESIGNATION -  EURAKA 2
 SA1947  PID         -  SA1947
 SA1947  STATE/COUNTY-  WA/WALLA WALLA
 SA1947  USGS QUAD   -  EUREKA (1991)
 SA1947
 SA1947                         *CURRENT SURVEY CONTROL
 SA1947  ___________________________________________________________________
 SA1947* NAD 83(1991)-  46 21 22.76497(N)    118 37 24.75012(W)     ADJUSTED  
 SA1947* NAVD 88     -       428.8    (meters)    1407.     (feet)  VERTCON   
 SA1947  ___________________________________________________________________
 SA1947  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 SA1947  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 SA1947
 SA1947  HORZ ORDER  -  SECOND
 SA1947
 SA1947.The horizontal coordinates were established by classical geodetic methods
 SA1947.and adjusted by the National Geodetic Survey in December 1991..
 SA1947
 SA1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1947
 SA1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1947
 SA1947.The geoid height was determined by GEOID03.
 SA1947
 SA1947;                    North         East     Units Scale Factor Converg.
 SA1947;SPC WA S     -   115,422.458   644,395.956   MT  0.99992253   +1 21 47.0
 SA1947;SPC WA S     -   378,681.85  2,114,155.73   sFT  0.99992253   +1 21 47.0
 SA1947;UTM  11      - 5,134,919.499   375,095.596   MT  0.99979177   -1 10 30.1
 SA1947
 SA1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1947!SPC WA S     -   0.99993613  x   0.99992253  =   0.99985867
 SA1947!UTM  11      -   0.99993613  x   0.99979177  =   0.99972792
 SA1947
 SA1947:                Primary Azimuth Mark                     Grid Az
 SA1947:SPC WA S     -  EURAKA 2 AZ MK                           169 53 32.1
 SA1947:UTM  11      -  EURAKA 2 AZ MK                           172 25 49.2
 SA1947
 SA1947|---------------------------------------------------------------------|
 SA1947| PID    Reference Object                     Distance      Geod. Az  |
 SA1947|                                                           dddmmss.s |
 SA1947| CF5252 EURAKA 2 AZ MK                                     1711519.1 |
 SA1947|---------------------------------------------------------------------|
 SA1947
 SA1947                          SUPERSEDED SURVEY CONTROL
 SA1947
 SA1947  NAD 83(1991)-  46 21 22.76577(N)    118 37 24.75172(W) AD(       ) 2
 SA1947  NAD 83(1986)-  46 21 22.77232(N)    118 37 24.74080(W) AD(       ) 2
 SA1947  NAD 27      -  46 21 23.27756(N)    118 37 20.78056(W) AD(       ) 2
 SA1947  NGVD 29 (07/19/86)  427.8    (m)         1404.     (f) VERT ANG       
 SA1947
 SA1947.Superseded values are not recommended for survey control.
 SA1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1947.See file dsdata.txt to determine how the superseded data were derived.
 SA1947
 SA1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7509634919(NAD 83)
 SA1947_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1947_STAMPING: EURAKA 2 1963
 SA1947_MARK LOGO: CGS   
 SA1947
 SA1947  HISTORY     - Date     Condition        Report By
 SA1947  HISTORY     - 1963     MONUMENTED       CGS
 SA1947  HISTORY     - 1966     MARK NOT FOUND   USGS
 SA1947
 SA1947                          STATION DESCRIPTION
 SA1947
 SA1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 SA1947'THE STATION IS ABOUT 16-1/2 MILES WEST-NORTHWEST OF PRESCOTT, 10
 SA1947'MILES SOUTHWEST OF CLYDE, 4 MILES NORTH OF EUREKA, ON THE HIGHEST
 SA1947'PART OF A CULTIVATED HILL, THE HIGHEST IN THE IMMEDIATE VICINITY,
 SA1947'AND ON LAND OWNED BY MR. E.A. COWELL.
 SA1947'
 SA1947'TO REACH THE STATION FROM THE U.S. POST OFFICE IN EUREKA, GO EAST ON
 SA1947'PAVED ROAD FOR 0.2 MILE TO A T-JUNCTION, TURN LEFT, NORTH, ON PAVED
 SA1947'ROAD FOR 1.75 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 SA1947'AHEAD FOR 0.8 MILE TO THE END OF THE PAVEMENT, CONTINUE AHEAD ON
 SA1947'GRAVELED ROAD FOR 1.95 MILES TO THE TOP OF GRADE.  TURN LEFT,
 SA1947'LEAVING THE ROAD, AND GO SOUTHWEST, UP HILL ACROSS CULTIVATED
 SA1947'FIELD, TO THE HIGHEST POINT AND THE STATION.
 SA1947'
 SA1947'THE STATION MARK IS A STANDARD DISK,
 SA1947'STAMPED---EURAKA 2 1963---, SET IN
 SA1947'TOP OF A 12 INCH SQUARE CONCRETE POST 24 INCHES BELOW THE GROUND
 SA1947'SURFACE.
 SA1947'
 SA1947'AZIMUTH MARK IS A STANDARD DISK,
 SA1947'STAMPED---EURAKA 2 1963---, SET IN TOP OF
 SA1947'A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 19.8 FEET
 SA1947'EAST OF THE CENTERLINE OF A NORTH-SOUTH PAVED ROAD, 2.7 FEET EAST
 SA1947'OF A POWER LINE POLE AND 1.9 FEET WEST OF A METAL WITNESS POST.
 SA1947'
 SA1947'THERE WERE NO SUITABLE LOCATIONS FOR REFERENCE MARKS.
 SA1947
 SA1947                          STATION RECOVERY (1966)
 SA1947
 SA1947'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SA1947'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE TABLET IS BURIED
 SA1947'24 INCHES BELOW THE GROUND SURFACE AND COULD NOT BE RECOVERED
 SA1947'WITHOUT EXTENSIVE DIGGING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1681 ***********************************************************************
 SC1681  DESIGNATION -  EUREKA LIGHT
 SC1681  PID         -  SC1681
 SC1681  STATE/COUNTY-  WA/WAHKIAKUM
 SC1681  USGS QUAD   -  OAK POINT (1985)
 SC1681
 SC1681                         *CURRENT SURVEY CONTROL
 SC1681  ___________________________________________________________________
 SC1681* NAD 83(1991)-  46 10 02.22894(N)    123 14 10.78545(W)     ADJUSTED  
 SC1681* NAVD 88     -                                                        
 SC1681  ___________________________________________________________________
 SC1681  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 SC1681  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SC1681
 SC1681  HORZ ORDER  -  THIRD
 SC1681
 SC1681.The horizontal coordinates were established by classical geodetic methods
 SC1681.and adjusted by the National Geodetic Survey in December 1991..
 SC1681
 SC1681
 SC1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1681
 SC1681.The geoid height was determined by GEOID03.
 SC1681
 SC1681;                    North         East     Units Scale Factor Converg.
 SC1681;SPC WA S     -    96,358.473   288,729.442   MT  0.99994103   -1 59 15.6
 SC1681;SPC WA S     -   316,136.09    947,273.18   sFT  0.99994103   -1 59 15.6
 SC1681;SPC OR N     -   281,468.003 2,288,705.098   MT  1.00004686   -1 56 26.0
 SC1681;SPC OR N     -   923,451.45  7,508,874.99   iFT  1.00004686   -1 56 26.0
 SC1681;UTM  10      - 5,112,661.509   481,755.705   MT  0.99960409   -0 10 13.7
 SC1681
 SC1681                          SUPERSEDED SURVEY CONTROL
 SC1681
 SC1681  NAD 83(1991)-  46 10 02.22894(N)    123 14 10.78544(W) AD(       ) 4
 SC1681  NAD 83(1986)-  46 10 02.24395(N)    123 14 10.77933(W) AD(       ) 4
 SC1681  NAD 27      -  46 10 02.84407(N)    123 14 06.34611(W) AD(       ) 3
 SC1681
 SC1681.Superseded values are not recommended for survey control.
 SC1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1681.See file dsdata.txt to determine how the superseded data were derived.
 SC1681
 SC1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS8175612662(NAD 83)
 SC1681_MARKER: 14 = NAVIGATION LIGHT
 SC1681
 SC1681  HISTORY     - Date     Condition        Report By
 SC1681  HISTORY     - 1950     FIRST OBSERVED   CGS
 SC1681  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC1681
 SC1681                          STATION DESCRIPTION
 SC1681
 SC1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WHB)
 SC1681'ESTABLISHED IN 1932 AND REBUILT IN 1947.  A WHITE CYLINDRICAL HOUSE
 SC1681'NEAR THE CENTER OF THE OUTER END OF EAGLE CLIFF CANNERY DOCK.  THE
 SC1681'CANNERY IS ABANDONED AND IS NOW IN RUINE.
 SC1681
 SC1681                          STATION RECOVERY (1989)
 SC1681
 SC1681'RECOVERY NOTE BY US POWER SQUADRON 1989 (THC)
 SC1681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1950 ***********************************************************************
 SA1950  DESIGNATION -  EUREKA WALLA WALLA GRAIN ELEV
 SA1950  PID         -  SA1950
 SA1950  STATE/COUNTY-  WA/WALLA WALLA
 SA1950  USGS QUAD   -  EUREKA (1991)
 SA1950
 SA1950                         *CURRENT SURVEY CONTROL
 SA1950  ___________________________________________________________________
 SA1950* NAD 83(1991)-  46 18 15.01481(N)    118 37 11.24991(W)     ADJUSTED  
 SA1950* NAVD 88     -                                                        
 SA1950  ___________________________________________________________________
 SA1950  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 SA1950  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SA1950
 SA1950  HORZ ORDER  -  THIRD
 SA1950
 SA1950.The horizontal coordinates were established by classical geodetic methods
 SA1950.and adjusted by the National Geodetic Survey in December 1991..
 SA1950
 SA1950
 SA1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1950
 SA1950.The geoid height was determined by GEOID03.
 SA1950
 SA1950;                    North         East     Units Scale Factor Converg.
 SA1950;SPC WA S     -   109,634.223   644,822.639   MT  0.99992656   +1 21 56.8
 SA1950;SPC WA S     -   359,691.61  2,115,555.61   sFT  0.99992656   +1 21 56.8
 SA1950;UTM  11      - 5,129,118.821   375,265.567   MT  0.99979126   -1 10 16.6
 SA1950
 SA1950                          SUPERSEDED SURVEY CONTROL
 SA1950
 SA1950  NAD 83(1991)-  46 18 15.01558(N)    118 37 11.25100(W) AD(       ) 4
 SA1950  NAD 83(1986)-  46 18 15.02189(N)    118 37 11.24095(W) AD(       ) 4
 SA1950  NAD 27      -  46 18 15.53262(N)    118 37 07.28232(W) AD(       ) 3
 SA1950
 SA1950.Superseded values are not recommended for survey control.
 SA1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1950.See file dsdata.txt to determine how the superseded data were derived.
 SA1950
 SA1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7526629119(NAD 83)
 SA1950_MARKER: 65 = GRAIN ELEVATOR
 SA1950_MARK LOGO: NONE  
 SA1950
 SA1950  HISTORY     - Date     Condition        Report By
 SA1950  HISTORY     - UNK      FIRST OBSERVED   CGS
 SA1950  HISTORY     - 1979     GOOD             NGS
 SA1950
 SA1950                          STATION DESCRIPTION
 SA1950
 SA1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SA1950'THE STATION IS THE TOP CENTER OF THE HEAD HOUSE ON THE EUREKA,
 SA1950'WALLA WALLA GRAIN GROWERS ASSO, ELEVATOR LOCATED AT THE EAST EDGE OF
 SA1950'THE VILLAGE OF EUREKA.  THE ELEVATOR IS A POURED CONCRETE STRUCTURE
 SA1950'APPROX 150 FT IN HEIGHT AND IS UNPAINTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2511 ***********************************************************************
 SC2511  DESIGNATION -  EVANS
 SC2511  PID         -  SC2511
 SC2511  STATE/COUNTY-  WA/PACIFIC
 SC2511  USGS QUAD   -  BAY CENTER (1994)
 SC2511
 SC2511                         *CURRENT SURVEY CONTROL
 SC2511  ___________________________________________________________________
 SC2511* NAD 83(1991)-  46 42 10.69998(N)    123 58 30.72549(W)     ADJUSTED  
 SC2511* NAVD 88     -                                                        
 SC2511  ___________________________________________________________________
 SC2511  LAPLACE CORR-          15.90  (seconds)                    DEFLEC99
 SC2511  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 SC2511
 SC2511  HORZ ORDER  -  THIRD
 SC2511
 SC2511.The horizontal coordinates were established by classical geodetic methods
 SC2511.and adjusted by the National Geodetic Survey in December 1991..
 SC2511
 SC2511
 SC2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2511
 SC2511.The geoid height was determined by GEOID03.
 SC2511
 SC2511;                    North         East     Units Scale Factor Converg.
 SC2511;SPC WA S     -   158,088.945   234,336.987   MT  0.99991671   -2 31 27.7
 SC2511;SPC WA S     -   518,663.48    768,820.60   sFT  0.99991671   -2 31 27.7
 SC2511;UTM  10      - 5,172,619.121   425,450.078   MT  0.99966831   -0 42 35.3
 SC2511
 SC2511                          SUPERSEDED SURVEY CONTROL
 SC2511
 SC2511  NAD 83(1991)-  46 42 10.69805(N)    123 58 30.72480(W) AD(       ) 4
 SC2511  NAD 83(1986)-  46 42 10.69747(N)    123 58 30.71229(W) AD(       ) 4
 SC2511  NAD 27      -  46 42 11.35041(N)    123 58 26.12892(W) AD(       ) 3
 SC2511
 SC2511.Superseded values are not recommended for survey control.
 SC2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2511.See file dsdata.txt to determine how the superseded data were derived.
 SC2511
 SC2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2545072619(NAD 83)
 SC2511
 SC2511  HISTORY     - Date     Condition        Report By
 SC2511  HISTORY     - UNK      MONUMENTED
 SC2511  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2511
 SC2511                          STATION DESCRIPTION
 SC2511
 SC2511'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2511'NOT RECOVERED.  THIS UNDESCRIBED STATION COULD NOT BE IDENTIFIED
 SC2511'EVEN IF IT STILL EXISTS.  THE POSITION OF THE STATION IS OFFSHORE
 SC2511'FROM THE HIGH-WATERLINE AND THE STATION IS NO DOUBT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0937 ***********************************************************************
 TP0937  DESIGNATION -  EVANS
 TP0937  PID         -  TP0937
 TP0937  STATE/COUNTY-  WA/STEVENS
 TP0937  USGS QUAD   -  MARCUS (1979)
 TP0937
 TP0937                         *CURRENT SURVEY CONTROL
 TP0937  ___________________________________________________________________
 TP0937* NAD 83(1991)-  48 43 57.83097(N)    118 00 11.71127(W)     ADJUSTED  
 TP0937* NAVD 88     -       680.1    (meters)    2231.     (feet)  VERTCON   
 TP0937  ___________________________________________________________________
 TP0937  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 TP0937  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 TP0937
 TP0937  HORZ ORDER  -  SECOND
 TP0937
 TP0937.The horizontal coordinates were established by classical geodetic methods
 TP0937.and adjusted by the National Geodetic Survey in December 1991..
 TP0937
 TP0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0937
 TP0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0937
 TP0937.The geoid height was determined by GEOID03.
 TP0937
 TP0937;                    North         East     Units Scale Factor Converg.
 TP0937;SPC WA N     -   196,484.008   708,140.842   MT  0.99999989   +2 06 25.4
 TP0937;SPC WA N     -   644,631.28  2,323,292.08   sFT  0.99999989   +2 06 25.4
 TP0937;UTM  11      - 5,398,230.917   426,228.193   MT  0.99966686   -0 45 14.8
 TP0937
 TP0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0937!SPC WA N     -   0.99989613  x   0.99999989  =   0.99989602
 TP0937!UTM  11      -   0.99989613  x   0.99966686  =   0.99956302
 TP0937
 TP0937:                Primary Azimuth Mark                     Grid Az
 TP0937:SPC WA N     -  KLUTCH                                   294 46 53.6
 TP0937:UTM  11      -  KLUTCH                                   297 38 33.8
 TP0937
 TP0937|---------------------------------------------------------------------|
 TP0937| PID    Reference Object                     Distance      Geod. Az  |
 TP0937|                                                           dddmmss.s |
 TP0937| TP0915 KLUTCH                              APPROX. 5.8 KM 2965319.0 |
 TP0937| CF1410 EVANS RM 1                            2.844 METERS 35451     |
 TP0937|---------------------------------------------------------------------|
 TP0937
 TP0937                          SUPERSEDED SURVEY CONTROL
 TP0937
 TP0937  NAD 83(1986)-  48 43 57.83187(N)    118 00 11.70956(W) AD(       ) 2
 TP0937  NAD 27      -  48 43 58.17100(N)    118 00 07.76100(W) AD(       ) 2
 TP0937  NGVD 29 (07/19/86)  678.9    (m)         2227.     (f) VERT ANG       
 TP0937
 TP0937.Superseded values are not recommended for survey control.
 TP0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0937.See file dsdata.txt to determine how the superseded data were derived.
 TP0937
 TP0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP2622898231(NAD 83)
 TP0937_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0937_SETTING: 80 = SET IN A BOULDER
 TP0937_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0937
 TP0937  HISTORY     - Date     Condition        Report By
 TP0937  HISTORY     - 1936     MONUMENTED       BOR
 TP0937  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0937
 TP0937                          STATION DESCRIPTION
 TP0937
 TP0937'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0937'LOCATED IN THE SE 1/4 SEC. 3, T. 37 N., R. 38 E. WM, ON THE W SIDE
 TP0937'OF A CULTIVATED FIELD, AT TOP OF WESTWARD FACING SLOPE,
 TP0937'APPROXIMATELY 30 FEET W OF A LARGE PILE OF COBBLESTONES.
 TP0937'
 TP0937'TO REACH STATION FROM MARCUS POST OFFICE, GO N ON STATE HIGHWAY
 TP0937'22.  AT 5.75 NOTE TRAMLINE CROSSING AT EVANS.  AT 5.80 TURN RIGHT
 TP0937'(E) OFF HIGHWAY.  AT 6.00 TAKE LEFT FORK UPHILL.  AT 7.10 TAKE LEFT
 TP0937'FORK (N).  AT 7.25 NOTE ROAD COMING IN FROM RIGHT.  AT 7.40 TURN
 TP0937'RIGHT (E) THROUGH WIRE GATE, CROSS FIELD UPHILL.  AT 7.55 GO
 TP0937'THROUGH WIRE GATE.  AT 7.65 ROAD FORK, TAKE EITHER FORK, BUT
 TP0937'TURN LEFT (N) UP SIDEHILL ROAD.  AT 8.00 ROAD TURNS SHARP RIGHT
 TP0937'(BAD TURN), CROSS PLOWING AND AT 8.10 FOLLOW ALONG W EDGE OF
 TP0937'CULTIVATED FIELD GOING S, AND LEAVE CAR AT 8.3 AT STATION NEAR
 TP0937'PILE OF COBBLESTONES.
 TP0937'
 TP0937'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 5 AND 21A,
 TP0937'RESPECTIVELY.
 TP0937'
 TP0937'HEIGHT OF STAND ABOVE STATION MARK 1.23 METERS.
 TP0937
 TP0937                          STATION RECOVERY (1947)
 TP0937
 TP0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0937'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 TP0937'DESCRIBED BY THE U.S.B.R.  DUE TO CHANGES IN LOCAL CONDITIONS A
 TP0937'NEW DESCRIPTION FOLLOWS--
 TP0937'
 TP0937'STATION IS LOCATED ABOUT 9.0 MILES NNE OF KETTLE FALLS, ABOUT 2.3
 TP0937'MILES E OF ROOSEVELT LAKE, AND ABOUT 1.5 MILES NE OF EVANS, IN THE
 TP0937'SE 1/4 SEC. 3, T. 37 N., R. 38 E. WM.  IT IS ON THE W SIDE OF A
 TP0937'CULTIVATED FIELD, AT THE TOP OF A WESTWARD FACING GRASSY SLOPE,
 TP0937'ABOUT 20 FEET W OF THE N END OF A LARGE PILE OF COBBLESTONES, AND
 TP0937'JUST E OF A BEND IN A N-S FENCE LINE.  A 4-FOOT STAND ANCHORED
 TP0937'IN A ROCK CAIRN WAS ERECTED OVER THE STATION.
 TP0937'
 TP0937'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK STAMPED
 TP0937'EVANS 1936 AND IS SET ACCORDING TO NOTE 5.
 TP0937'
 TP0937'R.M. 1 IS A CHISELED CROSS INSIDE A TRIANGLE ON A BOULDER AND IS
 TP0937'N OF THE STATION.
 TP0937'
 TP0937'TO REACH THE STATION FROM THE POST OFFICE IN EVANS, PROCEED N
 TP0937'ALONG STATE HIGHWAY 22 FOR 0.1 MILE, TURN RIGHT UPHILL ON GRAVEL
 TP0937'ROAD AND GO 1.15 MILES, TURN LEFT ON GRAVEL ROAD AND GO 0.3 MILE,
 TP0937'TURN RIGHT THROUGH WIRE GATE (ABOUT 350 FEET S OF A BARN) ONTO
 TP0937'FIELD ROAD AND PROCEED UPHILL E 0.2 MILE, CONTINUE E UP STEEP
 TP0937'HILL FOR 0.1 MILE, TURN LEFT THROUGH GATE AND CONTINUE UP
 TP0937'SIDEHILL ROAD FOR 0.3 MILE, TURN SHARP RIGHT (ABOUT 340-DEGREE
 TP0937'TURN) AND GO 0.25 MILE S ALONG W EDGE OF FIELD AND FOLLOW N-S
 TP0937'FENCE LINE TO PILE OF COBBLESTONES AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1540 ***********************************************************************
 SW1540  DESIGNATION -  EVE
 SW1540  PID         -  SW1540
 SW1540  STATE/COUNTY-  WA/GRANT
 SW1540  USGS QUAD   -  WINCHESTER SE (1978)
 SW1540
 SW1540                         *CURRENT SURVEY CONTROL
 SW1540  ___________________________________________________________________
 SW1540* NAD 83(1991)-  47 04 36.45604(N)    119 36 11.49079(W)     ADJUSTED  
 SW1540* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 SW1540  ___________________________________________________________________
 SW1540  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 SW1540  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SW1540
 SW1540  HORZ ORDER  -  SECOND
 SW1540
 SW1540.The horizontal coordinates were established by classical geodetic methods
 SW1540.and adjusted by the National Geodetic Survey in December 1991..
 SW1540
 SW1540.The orthometric height was scaled from a topographic map.
 SW1540
 SW1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1540
 SW1540.The geoid height was determined by GEOID03.
 SW1540
 SW1540;                    North         East     Units Scale Factor Converg.
 SW1540;SPC WA S     -   194,177.119   568,105.070   MT  0.99995142   +0 39 05.2
 SW1540;SPC WA S     -   637,062.76  1,863,858.05   sFT  0.99995142   +0 39 05.2
 SW1540;UTM  11      - 5,216,986.450   302,379.429   MT  1.00008001   -1 54 24.6
 SW1540
 SW1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1540!SPC WA S     -   0.99994744  x   0.99995142  =   0.99989886
 SW1540!UTM  11      -   0.99994744  x   1.00008001  =   1.00002744
 SW1540
 SW1540|---------------------------------------------------------------------|
 SW1540| PID    Reference Object                     Distance      Geod. Az  |
 SW1540|                                                           dddmmss.s |
 SW1540| CF1411 EVE RM 1                             12.232 METERS 05127     |
 SW1540| SW1541 BLOWED                              APPROX. 4.2 KM 2705800.7 |
 SW1540| CF1412 EVE RM 2                             12.083 METERS 30410     |
 SW1540|---------------------------------------------------------------------|
 SW1540
 SW1540                          SUPERSEDED SURVEY CONTROL
 SW1540
 SW1540  NAD 83(1986)-  47 04 36.46504(N)    119 36 11.47927(W) AD(       ) 2
 SW1540  NAD 27      -  47 04 36.96440(N)    119 36 07.34010(W) AD(       ) 2
 SW1540
 SW1540.Superseded values are not recommended for survey control.
 SW1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1540.See file dsdata.txt to determine how the superseded data were derived.
 SW1540
 SW1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN0237916986(NAD 83)
 SW1540_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1540
 SW1540  HISTORY     - Date     Condition        Report By
 SW1540  HISTORY     - 1958     MONUMENTED       CGS
 SW1540
 SW1540                          STATION DESCRIPTION
 SW1540
 SW1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SW1540'THE STATION IS LOCATED ABOUT 16 MILES WEST OF THE TOWN OF MOSES
 SW1540'LAKE, 13 MILES EAST OF BURKE JUNCTION AND ON THE HIGHEST PART OF A
 SW1540'SANDHILL THAT IS ABOUT 2 MILES SOUTH OF U.S. HIGHWAY 10.
 SW1540'
 SW1540'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AND
 SW1540'DIVISION STREETS IN MOSES LAKE (WHICH IS 1 BLOCK NORTHWEST OF THE
 SW1540'MOSES LAKE POST OFFICE), GO SOUTHWEST ON BROADWAY STREET AND
 SW1540'U.S. HIGHWAY 10 (CITY ROUTE) FOR 3.0 MILES TO A BRIDGE OVER MOSES
 SW1540'LAKE, CONTINUE WEST ON U.S. HIGHWAY 10 FOR 11 MILES TO AN
 SW1540'UNDERPASS THAT IS JUST WEST OF WHERE 3 POWER TRANSMISSION LINES
 SW1540'CROSS THE HIGHWAY, CONTINUE WEST ON THE HIGHWAY FOR 2.0 MILES
 SW1540'TO A CROSSROAD, TURN LEFT, PASSING THROUGH A WIRE GATE AND GO
 SW1540'SOUTH ON A TRACK ROAD FOR 2.0 MILES TO A DIM TRACK ROAD
 SW1540'RIGHT, TURN RIGHT, AND GO WEST ON THE DIM TRACK ROAD FOR 0.25
 SW1540'MILE TO THE TOP OF A HIGH FLAT SAND HILL AND THE STATION.
 SW1540'
 SW1540'THE STATION MARK, STAMPED EVE 1958, IS A STANDARD DISK SET IN THE
 SW1540'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 SW1540'INCHES.  IT IS ON THE HIGHEST PART OF A HIGH FLAT SANDHILL THAT IS
 SW1540'COVERED WITH GRASS AND IS 10 FEET NORTH OF A WITNESS POST.
 SW1540'
 SW1540'REFERENCE MARK NO. 1, STAMPED EVE NO 1 1958, IS A STANDARD
 SW1540'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 SW1540'PROJECTS 3 INCHES AND IS 50 FEET NORTH OF A WITNESS POST.
 SW1540'
 SW1540'REFERENCE MARK NO. 2, STAMPED EVE NO 2 1958, IS A STANDARD DISK SET
 SW1540'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 SW1540'INCHES AND IS 40 FEET NORTHWEST OF A WITNESS POST.
 SW1540'
 SW1540'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 64.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2379 ***********************************************************************
 TR2379  DESIGNATION -  EVELYN
 TR2379  PID         -  TR2379
 TR2379  STATE/COUNTY-  WA/CLALLAM
 TR2379  USGS QUAD   -  DUNGENESS (1979)
 TR2379
 TR2379                         *CURRENT SURVEY CONTROL
 TR2379  ___________________________________________________________________
 TR2379* NAD 83(1991)-  48 08 09.63785(N)    123 09 42.53278(W)     ADJUSTED  
 TR2379* NAVD 88     -        42.1    (meters)     138.     (feet)  VERTCON   
 TR2379  ___________________________________________________________________
 TR2379  LAPLACE CORR-          -8.19  (seconds)                    DEFLEC99
 TR2379  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 TR2379
 TR2379  HORZ ORDER  -  SECOND
 TR2379
 TR2379.The horizontal coordinates were established by classical geodetic methods
 TR2379.and adjusted by the National Geodetic Survey in December 1991..
 TR2379
 TR2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 TR2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TR2379
 TR2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2379
 TR2379.The geoid height was determined by GEOID03.
 TR2379
 TR2379;                    North         East     Units Scale Factor Converg.
 TR2379;SPC WA N     -   128,925.867   326,729.924   MT  0.99994230   -1 44 01.0
 TR2379;SPC WA N     -   422,984.28  1,071,946.43   sFT  0.99994230   -1 44 01.0
 TR2379;UTM  10      - 5,331,430.068   487,961.117   MT  0.99960178   -0 07 13.8
 TR2379
 TR2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2379!SPC WA N     -   0.99999667  x   0.99994230  =   0.99993897
 TR2379!UTM  10      -   0.99999667  x   0.99960178  =   0.99959845
 TR2379
 TR2379|---------------------------------------------------------------------|
 TR2379| PID    Reference Object                     Distance      Geod. Az  |
 TR2379|                                                           dddmmss.s |
 TR2379| CF8692 EVELYN RM 1                          22.580 METERS 09759     |
 TR2379| TR2390 EVELYN 1962 RM 3                    270.515 METERS 21349     |
 TR2379| CF8693 EVELYN RM 2                          28.994 METERS 21705     |
 TR2379| CF8691 EVELYN AZ MK                                       2540218.3 |
 TR2379| TR2343 DISCOVERY ISLAND LH                 APPROX.32.4 KM 3513451.3 |
 TR2379|---------------------------------------------------------------------|
 TR2379
 TR2379                          SUPERSEDED SURVEY CONTROL
 TR2379
 TR2379  NAD 83(1986)-  48 08 09.63675(N)    123 09 42.54033(W) AD(       ) 2
 TR2379  NAD 27      -  48 08 10.30120(N)    123 09 37.90020(W) AD(       ) 2
 TR2379  NGVD 29 (07/19/86)   41.0    (m)          135.     (f) VERT ANG       
 TR2379
 TR2379.Superseded values are not recommended for survey control.
 TR2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2379.See file dsdata.txt to determine how the superseded data were derived.
 TR2379
 TR2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8796131430(NAD 83)
 TR2379_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2379
 TR2379  HISTORY     - Date     Condition        Report By
 TR2379  HISTORY     - 1962     MONUMENTED       CGS
 TR2379  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR2379  HISTORY     - 1974     SEE DESCRIPTION  WA-009
 TR2379  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TR2379  HISTORY     - 19991217 GOOD             USPSQD
 TR2379
 TR2379                          STATION DESCRIPTION
 TR2379
 TR2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TR2379'THE STATION IS 7 MILES NORTHWEST OF SEQUIM AND 3-1/2 MILES NORTH OF
 TR2379'CARLSBORG ON LAND OWNED BY PETERSON AND PEDERSEN.
 TR2379'
 TR2379'TO REACH THE STATION FROM THE POST OFFICE IN CARLSBORG GO NORTH ON
 TR2379'THE CARLSBORG ROAD FOR 1.0 MILE TO A T ROAD INTERSECTION, TURN RIGHT
 TR2379'AND GO EAST AND NORTH ON THE MACADAM ROAD FOR 0.4 MILE TO A
 TR2379'CROSSROAD, CONTINUE NORTH ON THE MACADAM ROAD FOR 2.0 MILES TO A T
 TR2379'ROAD INTERSECTION, TURN LEFT AND GO WEST ON THE MACADAM ROAD FOR
 TR2379'0.05 MILE TO THE STATION ON THE RIGHT.
 TR2379'
 TR2379'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE MACADAM
 TR2379'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 TR2379'
 TR2379'THE STATION MARK, STAMPED EVELYN 1962, IS A STANDARD DISK SET IN
 TR2379'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE
 TR2379'SURFACE OF THE GROUND.  IT IS 96 FEET NORTHEAST OF THE WITNESS POST
 TR2379'AND 46 FEET NORTH OF THE CENTER OF THE MACADAM ROAD.
 TR2379'
 TR2379'REFERENCE MARK NO. 1, STAMPED EVELYN NO 1 1962, IS A STANDARD DISK
 TR2379'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 TR2379'INCHES.  IT IS 72 FEET WEST OF A POWER LINE POLE AND 13 FEET NORTH OF
 TR2379'THE CENTER OF THE ROAD.
 TR2379'
 TR2379'REFERENCE MARK NO. 2, STAMPED EVELYN NO 2 1962, IS A STANDARD DISK
 TR2379'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 TR2379'INCHES.  IT IS 17 FEET SOUTH OF THE CENTER OF THE ROAD AND 1 FOOT
 TR2379'NORTH OF THE WITNESS POST THAT IS SET IN AN EAST-WEST FENCE LINE.
 TR2379'
 TR2379'THE AZIMUTH MARK, STAMPED EVELYN 1962, IS A STANDARD DISK SET IN
 TR2379'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 TR2379'INCHES.  IT IS 27 FEET SOUTH OF A T ROAD INTERSECTION, 18 INCHES
 TR2379'NORTH OF AN EAST-WEST FENCE LINE AND 1.1 FEET EAST OF A WITNESS
 TR2379'POST.
 TR2379
 TR2379                          STATION RECOVERY (1962)
 TR2379
 TR2379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RBM)
 TR2379'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 TR2379'CONDITION AS DESCRIBED.
 TR2379
 TR2379                          STATION RECOVERY (1974)
 TR2379
 TR2379'RECOVERY NOTE BY CLALLAM COUNTY WASHINGTON 1974 (SH)
 TR2379'EVELYN, RM 1, RM 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 TR2379'
 TR2379'AZIMUTH MARK MONUMENT IN GOOD CONDITION - WITNESS POST MISSING.
 TR2379'
 TR2379'REVISED DESCRIPTION--EVELYN.
 TR2379'
 TR2379'THE STATION IS 7 MILES NORTHWEST OF SEQUIM AND 3-1/2 MILES NORTH OF
 TR2379'CARLSBORG ON LAND OWNED BY W.K. CHILCOTT.
 TR2379'
 TR2379'TO REACH THE STATION FROM THE INTERSECTION OF HWY. 101 AND CARLSBORG
 TR2379'ROAD, GO NORTH ON CARLSBORG ROAD 1.8 MILES TO A T ROAD INTERSECTION
 TR2379'TURN RIGHT, EAST, AND FOLLOW CAYS ROAD EAST AND NORTH 1.85 MILES TO
 TR2379'AN INTERSECTION WITH THE HOGSBACK ROAD.  CONTINUE ON CAYS ROAD .8
 TR2379'MILE UP THE HILL TO A Y INTERSECTION WITH FORTMAN ROAD.  TURN LEFT
 TR2379'WEST, AND GO .05 MILE TO THE STATION, BURIED IN THE FIELD ON THE
 TR2379'RIGHT.
 TR2379'
 TR2379'THE STATION MARK, STAMPED EVELYN 1962, IS A STANDARD DISK SET IN
 TR2379'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES BELOW THE SURFACE OF
 TR2379'THE GROUND.  TO FIND THE STATION, FIRST LOCATE R.M. 2, DESCRIBED
 TR2379'BELOW.  STATION IS ESSENTIALLY ON LINE BETWEEN R.M. 2 AND THE
 TR2379'DUNGENESS LIGHTHOUSE, 95 FEET FROM R.M. 2.
 TR2379'
 TR2379'R.M. 1, STAMPED EVELYN NO 1 1962 IS A STANDARD DISK SET IN A 12
 TR2379'INCH CONCRETE MONUMENT, LEVEL WITH THE GROUND.  IT IS 72 FEET WEST
 TR2379'OF A POWER LINE POLE AND 1.5 FEET SOUTH OF A FENCE LINE.
 TR2379'
 TR2379'R.M. 2, STAMPED EVELYN NO 2 1962 IS A STANDARD DISK SET IN A 12
 TR2379'INCH SQUARE CONCRETE MONUMENT.
 TR2379
 TR2379                          STATION RECOVERY (1975)
 TR2379
 TR2379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 TR2379'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 TR2379'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WILL BE DESTROYED BY
 TR2379'ROAD CONSTRUCTION.  A NEW AZIMUTH MARK (REFERENCE MARK NO. 3) WAS
 TR2379'ESTABLISHED.  THE ORIGINAL AZIMUTH MARK DISK WAS REMOVED FROM THE
 TR2379'CONCRETE POST.
 TR2379'
 TR2379'THE STATION IS ABOUT 7 MILES NORTHWEST OF SEQUIM, 3-1/2 MILES NORTH
 TR2379'OF CARLSBORG, ABOUT 1 MILE SOUTH OF THE STRAIGHT OF JUAN DE FUCA AND
 TR2379'ON PASTURE LAND OWNED BY MRS. M. CHILCOTT, WHO LIVES ABOUT 100
 TR2379'YARDS NORTH OF THE STATION.
 TR2379'
 TR2379'TO REACH FROM THE MAIN INTERSECTION IN SEQUIM, (E. WASHINGTON ST.
 TR2379'AND SEQUIM AVE.), GO WEST ON WASHINGTON STREET (U.S. HIGHWAY 101
 TR2379'FOR 3.2 MILES TO CARLSBORG ROAD, TURN RIGHT AND GO NORTH 0.7 MILE
 TR2379'TO THE CARLSBORG POST OFFICE, CONTINUE NORTH 1.0 MILE TO A
 TR2379'T-INTERSECTION, TURN RIGHT AND GO EAST 0.2 MILE, CURVE LEFT AND GO
 TR2379'NORTH 1.55 MILES, KEEP RIGHT FORK AND GO NORTHEAST, EAST AND NORTH
 TR2379'FOR 0.7 MILE TO A REVERSE Y, TURN SHARP LEFT AND GO WEST ABOUT 100
 TR2379'YARDS TO THE STATION ON THE RIGHT, 62 YARDS EAST OF A ROAD GOING
 TR2379'NORTH.  (PLANS ARE TO MAKE THIS A CROSSROAD).
 TR2379'
 TR2379'THE STATION MARK, STAMPED EVELYN 1962, IS A STANDARD DISK SET IN
 TR2379'CONCRETE 1 FOOT BELOW GROUND, ON THE WESTERN SLOPE OF A HILL, 44
 TR2379'FEET NORTH OF THE CENTER OF THE ROAD, 33 FEET WEST OF THE PROJECTED
 TR2379'WEST SIDE OF THE HOUSE ABOUT 100 YARDS NORTH OF THE STATION AND 25
 TR2379'FEET NORTH OF A WHITE BOARD FENCE.
 TR2379'
 TR2379'REFERENCE MARK NO. 1, STAMPED EVELYN NO 1 1962, IS A STANDARD DISK
 TR2379'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 72.5
 TR2379'FEET WEST OF THE SOUTHWEST CORNER OF THE BOARD FENCE, 71.5 FEET
 TR2379'WEST OF POWER POLE NO. 3, 32 FEET WEST OF A GUY POLE, 18 FEET NORTH
 TR2379'OF AND 1 FOOT HIGHER THAN THE CENTER OF THE ROAD AND 1 FOOT SOUTH OF
 TR2379'A BOARD FENCE.
 TR2379'
 TR2379'REFERENCE MARK NO. 2, STAMPED EVELYN NO 2 1962, IS A STANDARD DISK
 TR2379'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 31 FEET
 TR2379'WEST OF THE CENTER OF A DRIVEWAY, 18 FEET SOUTH OF THE CENTER OF THE
 TR2379'ROAD, 16 FEET WEST-SOUTHWEST OF THE WEST END OF A 1-FOOT DIAMETER
 TR2379'CONCRETE PIPE UNDER THE DRIVEWAY AND 1 FOOT NORTH OF A METAL WITNESS
 TR2379'POST.
 TR2379'
 TR2379'REFERENCE MARK NO. 3, STAMPED AZ EVELYN 1962 NO 3 1975, IS A
 TR2379'STANDARD DISK SET IN THE NORTHWEST CORNER OF THE CONCRETE APRON IN
 TR2379'FRONT OF THE GARAGE AT MR. JESS E. NEWLANDS HOUSE, WHICH IS ABOUT
 TR2379'0.2 MILE SOUTHWEST OF THE STATION.  THIS HOUSE HAS A LARGE, RED
 TR2379'FIREPLACE CHIMNEY AND THE GARAGE IS ON THE WEST SIDE OF THE HOUSE.
 TR2379'THE MARK IS 21 FEET NORTH OF THE NORTHWEST CORNER OF THE ATTACHED
 TR2379'GARAGE, 2 FEET SOUTH OF THE NORTH EDGE AND 1.8 FEET EAST OF THE WEST
 TR2379'EDGE OF THE CONCRETE APRON.
 TR2379'
 TR2379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 7 MILES NORTHWEST
 TR2379'OF SEQUIM.
 TR2379
 TR2379                          STATION RECOVERY (1999)
 TR2379
 TR2379'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR2379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2390 ***********************************************************************
 TR2390  DESIGNATION -  EVELYN 1962 RM 3
 TR2390  PID         -  TR2390
 TR2390  STATE/COUNTY-  WA/CLALLAM
 TR2390  USGS QUAD   -  DUNGENESS (1979)
 TR2390
 TR2390                         *CURRENT SURVEY CONTROL
 TR2390  ___________________________________________________________________
 TR2390* NAD 83(1991)-  48 08 02.36145(N)    123 09 49.81486(W)     ADJUSTED  
 TR2390* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 TR2390  ___________________________________________________________________
 TR2390  LAPLACE CORR-          -8.11  (seconds)                    DEFLEC99
 TR2390  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 TR2390
 TR2390  HORZ ORDER  -  THIRD
 TR2390
 TR2390.The horizontal coordinates were established by classical geodetic methods
 TR2390.and adjusted by the National Geodetic Survey in December 1991..
 TR2390.No horizontal observational check was made to the station.
 TR2390
 TR2390.The orthometric height was scaled from a topographic map.
 TR2390
 TR2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2390
 TR2390.The geoid height was determined by GEOID03.
 TR2390
 TR2390;                    North         East     Units Scale Factor Converg.
 TR2390;SPC WA N     -   128,705.793   326,572.642   MT  0.99994229   -1 44 06.4
 TR2390;SPC WA N     -   422,262.26  1,071,430.41   sFT  0.99994229   -1 44 06.4
 TR2390;UTM  10      - 5,331,205.731   487,810.144   MT  0.99960183   -0 07 19.2
 TR2390
 TR2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2390!SPC WA N     -   0.99999604  x   0.99994229  =   0.99993833
 TR2390!UTM  10      -   0.99999604  x   0.99960183  =   0.99959787
 TR2390
 TR2390|---------------------------------------------------------------------|
 TR2390| PID    Reference Object                     Distance      Geod. Az  |
 TR2390|                                                           dddmmss.s |
 TR2390| TR2379 EVELYN                              270.515 METERS 03349     |
 TR2390| TR2355 NEW DUNGENESS LT 1927               APPROX. 6.6 KM 0365229.0 |
 TR2390|---------------------------------------------------------------------|
 TR2390
 TR2390                          SUPERSEDED SURVEY CONTROL
 TR2390
 TR2390  NAD 83(1986)-  48 08 02.36035(N)    123 09 49.82241(W) AD(       ) 3
 TR2390  NAD 27      -  48 08 03.02484(N)    123 09 45.18211(W) AD(       ) 3
 TR2390
 TR2390.Superseded values are not recommended for survey control.
 TR2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2390.See file dsdata.txt to determine how the superseded data were derived.
 TR2390
 TR2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8781031206(NAD 83)
 TR2390_MARKER: DR = REFERENCE MARK DISK
 TR2390_SETTING: 0 = UNSPECIFIED SETTING
 TR2390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2390
 TR2390  HISTORY     - Date     Condition        Report By
 TR2390  HISTORY     - 1975     MONUMENTED       NGS
 TR2390  HISTORY     - 20000208 GOOD             USPSQD
 TR2390
 TR2390                          STATION DESCRIPTION
 TR2390
 TR2390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TR2390'TO REACH STATION EVELYN FROM THE MAIN INTERSECTION IN SEQUIM, (E.
 TR2390'WASHINGTON ST. AND SEQUIM AVE.), GO WEST ON WASHINGTON STREET (U.S.
 TR2390'HIGHWAY 101 FOR 3.2 MILES TO CARLSBORG ROAD, TURN RIGHT AND GO NORTH
 TR2390'0.7 MILE TO THE CARLSBORG POST OFFICE, CONTINUE NORTH 1.0 MILE TO A
 TR2390'T-INTERSECTION, TURN RIGHT AND GO EAST 0.2 MILE, CURVE LEFT AND GO
 TR2390'NORTH 1.55 MILES, KEEP RIGHT FORK AND GO NORTHEAST, EAST AND NORTH
 TR2390'FOR 0.7 MILE TO A REVERSE Y, TURN SHARP LEFT AND GO WEST ABOUT 100
 TR2390'YARDS TO STATION EVELYN ON THE RIGHT, 62 YARDS EAST OF A ROAD GOING
 TR2390'NORTH.  (PLANS ARE TO MAKE THIS A CROSSROAD).
 TR2390'
 TR2390'REFERENCE MARK NO. 3, STAMPED AZ EVELYN 1962 NO 3 1975, IS A
 TR2390'STANDARD DISK SET IN THE NORTHWEST CORNER OF THE CONCRETE APRON IN
 TR2390'FRONT OF THE GARAGE AT MR. JESS E. NEWLANDS HOUSE, WHICH IS ABOUT
 TR2390'0.2 MILE SOUTHWEST OF THE STATION.  THIS HOUSE HAS A LARGE, RED
 TR2390'FIREPLACE CHIMNEY AND THE GARAGE IS ON THE WEST SIDE OF THE HOUSE.
 TR2390'THE MARK IS 21 FEET NORTH OF THE NORTHWEST CORNER OF THE ATTACHED
 TR2390'GARAGE, 2 FEET SOUTH OF THE NORTH EDGE AND 1.8 FEET EAST OF THE WEST
 TR2390'EDGE OF THE CONCRETE APRON.
 TR2390
 TR2390                          STATION RECOVERY (2000)
 TR2390
 TR2390'RECOVERY NOTE BY US POWER SQUADRON 2000
 TR2390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3514 ***********************************************************************
 SY3514  DESIGNATION -  EVERETT BROWN HOUSE NW GABLE
 SY3514  PID         -  SY3514
 SY3514  STATE/COUNTY-  WA/SNOHOMISH
 SY3514  USGS QUAD   -  EVERETT (1973)
 SY3514
 SY3514                         *CURRENT SURVEY CONTROL
 SY3514  ___________________________________________________________________
 SY3514* NAD 83(1991)-  47 57 52.19797(N)    122 14 23.68446(W)     ADJUSTED  
 SY3514* NAVD 88     -                                                        
 SY3514  ___________________________________________________________________
 SY3514  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 SY3514  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 SY3514
 SY3514  HORZ ORDER  -  THIRD
 SY3514
 SY3514.The horizontal coordinates were established by classical geodetic methods
 SY3514.and adjusted by the National Geodetic Survey in December 1991..
 SY3514
 SY3514
 SY3514.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3514
 SY3514.The geoid height was determined by GEOID03.
 SY3514
 SY3514;                    North         East     Units Scale Factor Converg.
 SY3514;SPC WA N     -   108,194.731   394,973.088   MT  0.99994582   -1 02 50.0
 SY3514;SPC WA N     -   354,968.88  1,295,840.87   sFT  0.99994582   -1 02 50.0
 SY3514;UTM  10      - 5,312,634.025   556,737.840   MT  0.99963956   +0 33 52.4
 SY3514
 SY3514                          SUPERSEDED SURVEY CONTROL
 SY3514
 SY3514  NAD 83(1986)-  47 57 52.19479(N)    122 14 23.68459(W) AD(       ) 4
 SY3514  NAD 27      -  47 57 52.85000(N)    122 14 19.20000(W) AD(       ) 3
 SY3514
 SY3514.Superseded values are not recommended for survey control.
 SY3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3514.See file dsdata.txt to determine how the superseded data were derived.
 SY3514
 SY3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5673812634(NAD 83)
 SY3514
 SY3514  HISTORY     - Date     Condition        Report By
 SY3514  HISTORY     - UNK      MONUMENTED
 SY3514  HISTORY     - 20041120 GOOD             USPSQD
 SY3514
 SY3514                          STATION DESCRIPTION
 SY3514
 SY3514'DESCRIBED UNK
 SY3514'RECOVERED AS DESCRIBED.
 SY3514
 SY3514                          STATION RECOVERY (2004)
 SY3514
 SY3514'RECOVERY NOTE BY US POWER SQUADRON 2004 (SMS)
 SY3514'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1039 ***********************************************************************
 TR1039  DESIGNATION -  EVERETT C AND B SHINGLE CO CHY
 TR1039  PID         -  TR1039
 TR1039  STATE/COUNTY-  WA/SNOHOMISH
 TR1039  USGS QUAD   -  MARYSVILLE (1956)
 TR1039
 TR1039                         *CURRENT SURVEY CONTROL
 TR1039  ___________________________________________________________________
 TR1039* NAD 83(1991)-  48 00 13.80650(N)    122 13 03.35255(W)     ADJUSTED  
 TR1039* NAVD 88     -                                                        
 TR1039  ___________________________________________________________________
 TR1039  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 TR1039  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 TR1039
 TR1039  HORZ ORDER  -  THIRD
 TR1039
 TR1039.The horizontal coordinates were established by classical geodetic methods
 TR1039.and adjusted by the National Geodetic Survey in December 1991..
 TR1039
 TR1039
 TR1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1039
 TR1039.The geoid height was determined by GEOID03.
 TR1039
 TR1039;                    North         East     Units Scale Factor Converg.
 TR1039;SPC WA N     -   112,537.308   396,717.752   MT  0.99994423   -1 01 50.2
 TR1039;SPC WA N     -   369,216.15  1,301,564.82   sFT  0.99994423   -1 01 50.2
 TR1039;UTM  10      - 5,317,022.625   558,359.163   MT  0.99964185   +0 34 53.4
 TR1039
 TR1039                          SUPERSEDED SURVEY CONTROL
 TR1039
 TR1039  NAD 83(1986)-  48 00 13.80365(N)    122 13 03.35193(W) AD(       ) 4
 TR1039  NAD 27      -  48 00 14.47000(N)    122 12 58.85500(W) AD(       ) 3
 TR1039
 TR1039.Superseded values are not recommended for survey control.
 TR1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1039.See file dsdata.txt to determine how the superseded data were derived.
 TR1039
 TR1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5835917023(NAD 83)
 TR1039
 TR1039  HISTORY     - Date     Condition        Report By
 TR1039  HISTORY     - UNK      MONUMENTED
 TR1039  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TR1039  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR1039  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1039  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TR1039  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 TR1039
 TR1039                          STATION DESCRIPTION
 TR1039
 TR1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1039'STATION RECOVERED AND POSITION IN ERROR 0.3 SECOND IN
 TR1039'LATITUDE.  SHOULD BE 48 DEG 00 MIN 14.48 SEC INSTEAD OF 48 DEG 00
 TR1039'MIN 14.78 SEC.  CHIMNEY IS PROPERTY OF C. AND B. SHINGLE COMPANY,
 TR1039'INSTEAD OF PARKER BOX FACTORY.
 TR1039
 TR1039                          STATION RECOVERY (1954)
 TR1039
 TR1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 TR1039'ON THE N PART OF THE EVERETT WATERFRONT, AT THE W END OF THE
 TR1039'JAMIESON MILL BUILDINGS, A TALL BRICK STACK WITH THE LETTERS
 TR1039'JAMIESON BUILT INTO THE STACK WITH LIGHTER-COLORED BRICK.  THIS IS
 TR1039'THE ONLY STACK IN THE AREA INDICATED BY THE GEOGRAPHIC POSITION.
 TR1039'NO VERIFICATION BY TRIANGULATION.
 TR1039'
 TR1039'THIS IS AN INTERSECTION STATION.
 TR1039
 TR1039                          STATION RECOVERY (1960)
 TR1039
 TR1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1039'A TALL BRICK CHIMNEY AS DESCRIBED BY F. N. IN 1954 WAS RECOVERED AT
 TR1039'THE JAMISON MILL.  IT IS DOUBTED THAT THIS IS THE STATION REFERRED
 TR1039'TO IN 1927.  INQUIRY REVEALED THAT PARKERS BOX FACTORY WAS
 TR1039'CONSIDERABLY NORTH OF THIS CHIMNEY DESCRIBED IN 1954.
 TR1039'
 TR1039'IT IS RECOMMENDED THAT (PARKER BOX FACTORY) BE DELETED FROM NAME
 TR1039'OF STATION.
 TR1039
 TR1039                          STATION RECOVERY (1968)
 TR1039
 TR1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 TR1039'THE STATION HAS BEEN DESTROYED.  THE POSITION PLOTS IN THE AREA OF
 TR1039'THE PROLONGATION OF 9TH STREET.  EVERYTHING, INCLUDING ALL CHIMNEYS,
 TR1039'IN THIS AREA HAS BEEN DEMOLISHED.
 TR1039'
 TR1039'THE FOLLOWING STATIONS ALSO PLOT IN THE SAME AREA AND SHOULD BE
 TR1039'CONSIDERED DESTROYED FOR THE SAME REASON.
 TR1039'
 TR1039'PARKERS BOX FACTORY, TALL BRICK CHIMNEY
 TR1039'
 TR1039'EVERETT, C AND B SHINGLE COMPANY (PARKER BOX FACTORY)
 TR1039'
 TR1039'EVERETT, C AND B SHINGLE COMPANY
 TR1039'
 TR1039'EVERETT, C AND B SHINGLE COMPANY BRICK CHIMNEY
 TR1039
 TR1039                          STATION RECOVERY (2004)
 TR1039
 TR1039'RECOVERY NOTE BY US POWER SQUADRON 2004
 TR1039'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3524 ***********************************************************************
 SY3524  DESIGNATION -  EVERETT CABLEVISION MAST
 SY3524  PID         -  SY3524
 SY3524  STATE/COUNTY-  WA/SNOHOMISH
 SY3524  USGS QUAD   -  EVERETT (1973)
 SY3524
 SY3524                         *CURRENT SURVEY CONTROL
 SY3524  ___________________________________________________________________
 SY3524* NAD 83(1991)-  47 58 02.94871(N)    122 13 23.75075(W)     ADJUSTED  
 SY3524* NAVD 88     -                                                        
 SY3524  ___________________________________________________________________
 SY3524  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 SY3524  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY3524
 SY3524  HORZ ORDER  -  THIRD
 SY3524
 SY3524.The horizontal coordinates were established by classical geodetic methods
 SY3524.and adjusted by the National Geodetic Survey in December 1991..
 SY3524
 SY3524
 SY3524.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3524
 SY3524.The geoid height was determined by GEOID03.
 SY3524
 SY3524;                    North         East     Units Scale Factor Converg.
 SY3524;SPC WA N     -   108,504.120   396,222.046   MT  0.99994569   -1 02 05.4
 SY3524;SPC WA N     -   355,983.93  1,299,938.50   sFT  0.99994569   -1 02 05.4
 SY3524;UTM  10      - 5,312,978.317   557,977.223   MT  0.99964130   +0 34 37.0
 SY3524
 SY3524                          SUPERSEDED SURVEY CONTROL
 SY3524
 SY3524  NAD 83(1986)-  47 58 02.94540(N)    122 13 23.75063(W) AD(       ) 4
 SY3524  NAD 27      -  47 58 03.59540(N)    122 13 19.25691(W) AD(       ) 3
 SY3524
 SY3524.Superseded values are not recommended for survey control.
 SY3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3524.See file dsdata.txt to determine how the superseded data were derived.
 SY3524
 SY3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5797712978(NAD 83)
 SY3524_MARKER: 42 = RADIO/TV MAST
 SY3524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY3524+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 SY3524
 SY3524  HISTORY     - Date     Condition        Report By
 SY3524  HISTORY     - 1972     FIRST OBSERVED   NGS
 SY3524  HISTORY     - 19990228 GOOD             USPSQD
 SY3524  HISTORY     - 20041120 GOOD             USPSQD
 SY3524
 SY3524                          STATION DESCRIPTION
 SY3524
 SY3524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (RBM)
 SY3524'LOCATED IN EVERETT, ON RUCKER HILL, ON CITY OF EVERETT PROPERTY,
 SY3524'125 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE HIGHER OF TWO
 SY3524'RESERVOIRS ON THE HILL, 60 FEET WEST OF THE ROAD LEADING TO THE
 SY3524'RESERVOIR AND 7 FEET SOUTHWEST OF THE ENTRANCE TO THE TRANSMITTER
 SY3524'BUILDING.
 SY3524'
 SY3524'THE STATION IS THE TOP OF THE MAST, BELONGING TO THE EVERETT
 SY3524'CABLEVISION CO.  THE MAST IS 300 FEET HIGH AND IS THE TALLEST
 SY3524'STRUCTURE ON THE HILL.
 SY3524
 SY3524                          STATION RECOVERY (1999)
 SY3524
 SY3524'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY3524'RECOVERED IN GOOD CONDITION.
 SY3524
 SY3524                          STATION RECOVERY (2004)
 SY3524
 SY3524'RECOVERY NOTE BY US POWER SQUADRON 2004 (SMS)
 SY3524'MAST IS STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1040 ***********************************************************************
 TR1040  DESIGNATION -  EVERETT CONCRETE CHIMNEY
 TR1040  PID         -  TR1040
 TR1040  STATE/COUNTY-  WA/SNOHOMISH
 TR1040  USGS QUAD   -  MARYSVILLE (1956)
 TR1040
 TR1040                         *CURRENT SURVEY CONTROL
 TR1040  ___________________________________________________________________
 TR1040* NAD 83(1991)-  48 00 06.49750(N)    122 13 00.62385(W)     ADJUSTED  
 TR1040* NAVD 88     -                                                        
 TR1040  ___________________________________________________________________
 TR1040  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 TR1040  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 TR1040
 TR1040  HORZ ORDER  -  THIRD
 TR1040
 TR1040.The horizontal coordinates were established by classical geodetic methods
 TR1040.and adjusted by the National Geodetic Survey in December 1991..
 TR1040
 TR1040
 TR1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1040
 TR1040.The geoid height was determined by GEOID03.
 TR1040
 TR1040;                    North         East     Units Scale Factor Converg.
 TR1040;SPC WA N     -   112,310.593   396,770.242   MT  0.99994430   -1 01 48.2
 TR1040;SPC WA N     -   368,472.34  1,301,737.04   sFT  0.99994430   -1 01 48.2
 TR1040;UTM  10      - 5,316,797.545   558,417.992   MT  0.99964193   +0 34 55.3
 TR1040
 TR1040                          SUPERSEDED SURVEY CONTROL
 TR1040
 TR1040  NAD 83(1986)-  48 00 06.49454(N)    122 13 00.62324(W) AD(       ) 4
 TR1040  NAD 27      -  48 00 07.15300(N)    122 12 56.12700(W) AD(       ) 3
 TR1040
 TR1040.Superseded values are not recommended for survey control.
 TR1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1040.See file dsdata.txt to determine how the superseded data were derived.
 TR1040
 TR1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5841816798(NAD 83)
 TR1040_MARKER: 85 = CHIMNEY
 TR1040
 TR1040  HISTORY     - Date     Condition        Report By
 TR1040  HISTORY     - 1927     FIRST OBSERVED   CGS
 TR1040  HISTORY     - 1954     GOOD             CGS
 TR1040  HISTORY     - 1960     GOOD             CGS
 TR1040  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR1040  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR1040
 TR1040                          STATION DESCRIPTION
 TR1040
 TR1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1040'STATION IS THE CONSPICUOUS LIGHT-COLORED CONCRETE CHIMNEY OF
 TR1040'HULBERT MILL COMPANY.
 TR1040
 TR1040                          STATION RECOVERY (1954)
 TR1040
 TR1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 TR1040'ON THE N PART OF THE EVERETT WATERFRONT, AT THE HULBERT MILL, A
 TR1040'LARGE CONCRETE STACK AT THE SW CORNER OF THE MILL BUILDING AREA.
 TR1040
 TR1040                          STATION RECOVERY (1960)
 TR1040
 TR1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1040'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE
 TR1040'NORTHWEST PORTION OF THE PROPERTY BELONGING TO THE WILLIAM HULBERT
 TR1040'MILL CO., ABOUT 20 FEET NORTHWEST OF A BLACK WATER TANK AND ABOUT
 TR1040'200 FEET WEST OF THE PROLONGATION OF 12TH STREET.
 TR1040
 TR1040                          STATION RECOVERY (1988)
 TR1040
 TR1040'RECOVERY NOTE BY US POWER SQUADRON 1988 (EM)
 TR1040'MARK NOT FOUND.
 TR1040
 TR1040                          STATION RECOVERY (1988)
 TR1040
 TR1040'RECOVERY NOTE BY US POWER SQUADRON 1988 (FEH)
 TR1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3503 ***********************************************************************
 SY3503  DESIGNATION -  EVERETT COURTHOUSE DOME
 SY3503  PID         -  SY3503
 SY3503  STATE/COUNTY-  WA/SNOHOMISH
 SY3503  USGS QUAD   -  EVERETT (1973)
 SY3503
 SY3503                         *CURRENT SURVEY CONTROL
 SY3503  ___________________________________________________________________
 SY3503* NAD 83(1991)-  47 58 37.30455(N)    122 12 22.90197(W)     ADJUSTED  
 SY3503* NAVD 88     -                                                        
 SY3503  ___________________________________________________________________
 SY3503  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 SY3503  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY3503
 SY3503  HORZ ORDER  -  THIRD
 SY3503
 SY3503.The horizontal coordinates were established by classical geodetic methods
 SY3503.and adjusted by the National Geodetic Survey in December 1991..
 SY3503
 SY3503
 SY3503.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3503
 SY3503.The geoid height was determined by GEOID03.
 SY3503
 SY3503;                    North         East     Units Scale Factor Converg.
 SY3503;SPC WA N     -   109,542.355   397,502.847   MT  0.99994526   -1 01 20.1
 SY3503;SPC WA N     -   359,390.21  1,304,140.59   sFT  0.99994526   -1 01 20.1
 SY3503;UTM  10      - 5,314,051.841   559,227.934   MT  0.99964310   +0 35 22.5
 SY3503
 SY3503                          SUPERSEDED SURVEY CONTROL
 SY3503
 SY3503  NAD 83(1986)-  47 58 37.30125(N)    122 12 22.90141(W) AD(       ) 4
 SY3503  NAD 27      -  47 58 37.95700(N)    122 12 18.41200(W) AD(       ) 3
 SY3503
 SY3503.Superseded values are not recommended for survey control.
 SY3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3503.See file dsdata.txt to determine how the superseded data were derived.
 SY3503
 SY3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5922814052(NAD 83)
 SY3503_MARKER: 87 = DOME
 SY3503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY3503+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2005
 SY3503
 SY3503  HISTORY     - Date     Condition        Report By
 SY3503  HISTORY     - 1924     FIRST OBSERVED   CGS
 SY3503  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY3503  HISTORY     - 1983     GOOD             USPSQD
 SY3503  HISTORY     - 19990126 GOOD             USPSQD
 SY3503  HISTORY     - 20040719 GOOD             USPSQD
 SY3503  HISTORY     - 20051217 GOOD             USPSQD
 SY3503
 SY3503                          STATION DESCRIPTION
 SY3503
 SY3503'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 SY3503'THE DOME IS ABOUT 75 FEET ABOVE THE STREET LEVEL AND IS JUST
 SY3503'ABOVE THE LARGE CLOCK IN THE TOWER OF THE COURTHOUSE.  THE
 SY3503'COURTHOUSE IS WHITE AND IS ON WETMORE AVENUE, 2 BLOCKS S OF
 SY3503'HEWETT AVENUE.  THIS IS AN INTERSECTION STATION.
 SY3503
 SY3503                          STATION RECOVERY (1968)
 SY3503
 SY3503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY3503'A LARGE, NEW ADDITION HAS BEEN ADDED TO THE NORTH SIDE OF THE
 SY3503'COURTHOUSE, BUT THE CLOCK TOWER AND DOME ON THE OLDER PORTION
 SY3503'REMAIN UNDISTURBED.  HOWEVER, THE NEW ADDITION IS HIGHER AND
 SY3503'OBSTRUCTS THE VIEW OF THE DOME FROM THE NORTH.  STATION IS ON THE
 SY3503'NORTH SIDE OF PACIFIC AVENUE, BETWEEN WETMORE AND ROCKERFELLER
 SY3503'AVENUES.
 SY3503
 SY3503                          STATION RECOVERY (1983)
 SY3503
 SY3503'RECOVERY NOTE BY US POWER SQUADRON 1983 (JAC)
 SY3503'DOME REMAINS AS LAST DESCRIBED BY N.E.T. IN 1968.  HOWEVER, A NEW
 SY3503'COURTHOUSE BUILDING HAS BEEN ERECTED IMMEDIATELY EAST OF THE OLD
 SY3503'COURTHOUSE SO DOME IS NO LONGER VISIBLE FROM THE EAST.  ALSO
 SY3503'A NEW BUILDING NORTH OF STRUCTURE OBSCURES FROM NORTH.
 SY3503
 SY3503                          STATION RECOVERY (1999)
 SY3503
 SY3503'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY3503'RECOVERED IN GOOD CONDITION.
 SY3503
 SY3503                          STATION RECOVERY (2004)
 SY3503
 SY3503'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SY3503'RECOVERED IN GOOD CONDITION.
 SY3503
 SY3503                          STATION RECOVERY (2005)
 SY3503
 SY3503'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY3503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3493 ***********************************************************************
 SY3493  DESIGNATION -  EVERETT EPISCOPAL CHURCH TOWER
 SY3493  PID         -  SY3493
 SY3493  STATE/COUNTY-  WA/SNOHOMISH
 SY3493  USGS QUAD   -  EVERETT (1973)
 SY3493
 SY3493                         *CURRENT SURVEY CONTROL
 SY3493  ___________________________________________________________________
 SY3493* NAD 83(1991)-  47 59 13.45407(N)    122 12 34.73723(W)     ADJUSTED  
 SY3493* NAVD 88     -                                                        
 SY3493  ___________________________________________________________________
 SY3493  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 SY3493  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY3493
 SY3493  HORZ ORDER  -  THIRD
 SY3493
 SY3493.The horizontal coordinates were established by classical geodetic methods
 SY3493.and adjusted by the National Geodetic Survey in December 1991..
 SY3493
 SY3493
 SY3493.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3493
 SY3493.The geoid height was determined by GEOID03.
 SY3493
 SY3493;                    North         East     Units Scale Factor Converg.
 SY3493;SPC WA N     -   110,663.016   397,277.421   MT  0.99994485   -1 01 28.9
 SY3493;SPC WA N     -   363,066.91  1,303,401.01   sFT  0.99994485   -1 01 28.9
 SY3493;UTM  10      - 5,315,165.382   558,971.151   MT  0.99964273   +0 35 14.1
 SY3493
 SY3493                          SUPERSEDED SURVEY CONTROL
 SY3493
 SY3493  NAD 83(1986)-  47 59 13.45092(N)    122 12 34.73683(W) AD(       ) 4
 SY3493  NAD 27      -  47 59 14.11000(N)    122 12 30.24000(W) AD(       ) 3
 SY3493
 SY3493.Superseded values are not recommended for survey control.
 SY3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3493.See file dsdata.txt to determine how the superseded data were derived.
 SY3493
 SY3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5897115165(NAD 83)
 SY3493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY3493+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2005
 SY3493
 SY3493  HISTORY     - Date     Condition        Report By
 SY3493  HISTORY     - 1924     MONUMENTED       CGS
 SY3493  HISTORY     - 1927     SEE DESCRIPTION  CGS
 SY3493  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY3493  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY3493  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY3493  HISTORY     - 1983     GOOD             USPSQD
 SY3493  HISTORY     - 1988     GOOD             USPSQD
 SY3493  HISTORY     - 19990126 GOOD             USPSQD
 SY3493  HISTORY     - 20041120 GOOD             USPSQD
 SY3493  HISTORY     - 20051217 GOOD             USPSQD
 SY3493
 SY3493                          STATION DESCRIPTION
 SY3493
 SY3493'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 SY3493'THIS TOWER IS OCTAGONAL IN SHAPE AND IS MADE OF BUFF-COLORED
 SY3493'BRICK.  IT IS ABOUT 75 FEET HIGH AND IS LOCATED IN THE
 SY3493'NORTH-CENTRAL PART OF EVERETT.
 SY3493
 SY3493                          STATION RECOVERY (1927)
 SY3493
 SY3493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 SY3493'NO TOWER FOUND IN POSITION GIVEN.  A SQUARE CREAM-COLORED TOWER OF
 SY3493'THE SAME LONGITUDE WAS CUT IN 115 METERS S OF POSITION GIVEN.
 SY3493
 SY3493                          STATION RECOVERY (1954)
 SY3493
 SY3493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 SY3493'IN THE NORTH CENTRAL PART OF THE CITY OF EVERETT, AT THE SOUTHEAST
 SY3493'CORNER OF HOYT AND 23RD STREETS, ON THE NORTHWEST CORNER OF THE
 SY3493'EPISCOPAL CHURCH, A LOW TOWER, ROUGHLY SQUARE IN PLAN, AND SQUARED
 SY3493'OFF ACROSS THE TOP IN ELEVATION, FINISHED WITH A SMOOTH
 SY3493'BUFF-COLORED MASONRY AND DARKER BROWN BRICK.
 SY3493
 SY3493                          STATION RECOVERY (1960)
 SY3493
 SY3493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SY3493'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY F.N. IN
 SY3493'1954.  LOCAL RESIDENTS CONFIRMED THE FACT THAT THE TOWER HAS NOT
 SY3493'BEEN ALTERED SINCE ITS CONSTRUCTION.
 SY3493
 SY3493                          STATION RECOVERY (1968)
 SY3493
 SY3493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY3493'STATION RECOVERED AS DESCRIBED BY F. N. IN 1954.  THE TOWER ON THE
 SY3493'NEXT CORNER SOUTH IS THE ONE THE 1927 RECOVERY NOTE REFERS TO.  A
 SY3493'PLAQUE AT THE SOUTH SIDE OF THE ENTRANCE BEARS THE DATE 1920.
 SY3493
 SY3493                          STATION RECOVERY (1983)
 SY3493
 SY3493'RECOVERY NOTE BY US POWER SQUADRON 1983 (HRH)
 SY3493'STATION RECOVERED AS DESCRIBED IN 1954 BY F.N.
 SY3493
 SY3493                          STATION RECOVERY (1988)
 SY3493
 SY3493'RECOVERY NOTE BY US POWER SQUADRON 1988 (EM)
 SY3493'RECOVERED IN GOOD CONDITION.
 SY3493
 SY3493                          STATION RECOVERY (1999)
 SY3493
 SY3493'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY3493'RECOVERED IN GOOD CONDITION.
 SY3493
 SY3493                          STATION RECOVERY (2004)
 SY3493
 SY3493'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJM)
 SY3493'RECOVERED IN GOOD CONDITION.
 SY3493
 SY3493                          STATION RECOVERY (2005)
 SY3493
 SY3493'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY3493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3494 ***********************************************************************
 SY3494  DESIGNATION -  EVERETT LUTHERAN CHURCH SQUARE TOWER
 SY3494  PID         -  SY3494
 SY3494  STATE/COUNTY-  WA/SNOHOMISH
 SY3494  USGS QUAD   -  EVERETT (1973)
 SY3494
 SY3494                         *CURRENT SURVEY CONTROL
 SY3494  ___________________________________________________________________
 SY3494* NAD 83(1991)-  47 59 09.74135(N)    122 12 34.70990(W)     ADJUSTED  
 SY3494* NAVD 88     -                                                        
 SY3494  ___________________________________________________________________
 SY3494  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 SY3494  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY3494
 SY3494  HORZ ORDER  -  THIRD
 SY3494
 SY3494.The horizontal coordinates were established by classical geodetic methods
 SY3494.and adjusted by the National Geodetic Survey in December 1991..
 SY3494
 SY3494
 SY3494.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3494
 SY3494.The geoid height was determined by GEOID03.
 SY3494
 SY3494;                    North         East     Units Scale Factor Converg.
 SY3494;SPC WA N     -   110,548.359   397,275.937   MT  0.99994489   -1 01 28.9
 SY3494;SPC WA N     -   362,690.74  1,303,396.14   sFT  0.99994489   -1 01 28.9
 SY3494;UTM  10      - 5,315,050.763   558,972.893   MT  0.99964273   +0 35 14.1
 SY3494
 SY3494                          SUPERSEDED SURVEY CONTROL
 SY3494
 SY3494  NAD 83(1986)-  47 59 09.73820(N)    122 12 34.70945(W) AD(       ) 4
 SY3494  NAD 27      -  47 59 10.39000(N)    122 12 30.22000(W) AD(       ) 3
 SY3494
 SY3494.Superseded values are not recommended for survey control.
 SY3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3494.See file dsdata.txt to determine how the superseded data were derived.
 SY3494
 SY3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5897315051(NAD 83)
 SY3494_MARKER: 55 = TOWER
 SY3494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY3494+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2005
 SY3494
 SY3494  HISTORY     - Date     Condition        Report By
 SY3494  HISTORY     - 1927     FIRST OBSERVED   CGS
 SY3494  HISTORY     - 1954     GOOD             CGS
 SY3494  HISTORY     - 1968     GOOD             CGS
 SY3494  HISTORY     - 1988     GOOD             USPSQD
 SY3494  HISTORY     - 19990126 GOOD             USPSQD
 SY3494  HISTORY     - 20040719 GOOD             USPSQD
 SY3494  HISTORY     - 20051217 GOOD             USPSQD
 SY3494
 SY3494                          STATION DESCRIPTION
 SY3494
 SY3494'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 SY3494'STATION IS THE SQUARE TOWER ON CHURCH AT NE CORNER OF 24TH STREET AND
 SY3494'HOYT AVENUE.
 SY3494
 SY3494                          STATION RECOVERY (1954)
 SY3494
 SY3494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 SY3494'IN THE N CENTRAL PART OF THE CITY OF EVERETT, AT THE NE CORNER OF
 SY3494'HOYT AND TWENTY-FOURTH STREETS, ON THE SW CORNER OF THE LUTHERAN
 SY3494'CHURCH, A SQUARE RED-BRICK TOWER WITH AN OPEN BELFRY AND A CROSS ON
 SY3494'TOP.
 SY3494
 SY3494                          STATION RECOVERY (1968)
 SY3494
 SY3494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY3494'RECOVERED AS DESCRIBED BY F.N. IN 1954.  THE CORNERSTONE AT THE
 SY3494'SOUTHWEST CORNER OF THE CHURCH GIVES THE DATE 1924.
 SY3494
 SY3494                          STATION RECOVERY (1988)
 SY3494
 SY3494'RECOVERY NOTE BY US POWER SQUADRON 1988 (EM)
 SY3494'RECOVERED IN GOOD CONDITION.
 SY3494
 SY3494                          STATION RECOVERY (1999)
 SY3494
 SY3494'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY3494'RECOVERED IN GOOD CONDITION.
 SY3494
 SY3494                          STATION RECOVERY (2004)
 SY3494
 SY3494'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SY3494'RECOVERED IN GOOD CONDITION.
 SY3494
 SY3494                          STATION RECOVERY (2005)
 SY3494
 SY3494'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY3494'THE CROSS DESCRIBED IS MISSING.  HOWEVER, THERRE IS A SHORT, 6 INCH
 SY3494'TALL MAST ATOP THE TOWER, AT THE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3498 ***********************************************************************
 SY3498  DESIGNATION -  EVERETT MEDICAL BUILDING ELEVATOR SHAFT
 SY3498  PID         -  SY3498
 SY3498  STATE/COUNTY-  WA/SNOHOMISH
 SY3498  USGS QUAD   -  EVERETT (1973)
 SY3498
 SY3498                         *CURRENT SURVEY CONTROL
 SY3498  ___________________________________________________________________
 SY3498* NAD 83(1991)-  47 58 51.24648(N)    122 12 32.05884(W)     ADJUSTED  
 SY3498* NAVD 88     -                                                        
 SY3498  ___________________________________________________________________
 SY3498  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 SY3498  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY3498
 SY3498  HORZ ORDER  -  THIRD
 SY3498
 SY3498.The horizontal coordinates were established by classical geodetic methods
 SY3498.and adjusted by the National Geodetic Survey in December 1991..
 SY3498
 SY3498
 SY3498.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3498
 SY3498.The geoid height was determined by GEOID03.
 SY3498
 SY3498;                    North         East     Units Scale Factor Converg.
 SY3498;SPC WA N     -   109,976.265   397,320.685   MT  0.99994510   -1 01 26.9
 SY3498;SPC WA N     -   360,813.80  1,303,542.95   sFT  0.99994510   -1 01 26.9
 SY3498;UTM  10      - 5,314,480.326   559,033.697   MT  0.99964282   +0 35 15.9
 SY3498
 SY3498                          SUPERSEDED SURVEY CONTROL
 SY3498
 SY3498  NAD 83(1986)-  47 58 51.24330(N)    122 12 32.05848(W) AD(       ) 4
 SY3498  NAD 27      -  47 58 51.89800(N)    122 12 27.56700(W) AD(       ) 3
 SY3498
 SY3498.Superseded values are not recommended for survey control.
 SY3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3498.See file dsdata.txt to determine how the superseded data were derived.
 SY3498
 SY3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5903414480(NAD 83)
 SY3498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY3498+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2005
 SY3498
 SY3498  HISTORY     - Date     Condition        Report By
 SY3498  HISTORY     - 1927     FIRST OBSERVED   CGS
 SY3498  HISTORY     - 1960     GOOD             CGS
 SY3498  HISTORY     - 1968     POOR             CGS
 SY3498  HISTORY     - 1983     POOR             USPSQD
 SY3498  HISTORY     - 19990126 POOR             USPSQD
 SY3498  HISTORY     - 20041120 GOOD             USPSQD
 SY3498  HISTORY     - 20051217 GOOD             USPSQD
 SY3498
 SY3498                          STATION DESCRIPTION
 SY3498
 SY3498'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 SY3498'TANGENTS TO THE SHAFT WERE CUT IN AND THE CENTER COMPUTED FOR A
 SY3498'LANDMARK.  THIS IS A HIGH CREAM-COLORED BUILDING ON THE NW CORNER
 SY3498'OF COLBY AND CALIFORNIA AVENUES.
 SY3498
 SY3498                          STATION RECOVERY (1960)
 SY3498
 SY3498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SY3498'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED EXCEPT THAT THE
 SY3498'BUILDING HAS BEEN RECENTLY REMODELED AND A NEW ELEVATOR SHAFT WAS
 SY3498'CONSTRUCTED.  THE OLD SHAFT IS NOW THE MOST SOUTHERLY OF TWO AND
 SY3498'APPEARS TO BE IN THE CENTER OF THE BUILDING.
 SY3498
 SY3498                          STATION RECOVERY (1968)
 SY3498
 SY3498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY3498'STATION WAS RECOVERED, BUT IS NO LONGER CONSIDERED A GOOD
 SY3498'INTERSECTION STATION.  THE ADDITION TO THE BUILDING IS SLIGHTLY
 SY3498'HIGHER, AND THE POINT IS NO LONGER PROMINENT.  SEVERAL HIGHER
 SY3498'BUILDINGS HAVE BEEN CONSTRUCTED IN THIS AREA.
 SY3498
 SY3498                          STATION RECOVERY (1983)
 SY3498
 SY3498'RECOVERY NOTE BY US POWER SQUADRON 1983 (CLC)
 SY3498'STATION RECOVERED AS LAST DESCRIBED BY N.E.T. IN 1968.  MANY NEW
 SY3498'HIGHER BUILDINGS OBSTRUCT VIEW OF STATION FROM ALL DIRECTIONS.
 SY3498
 SY3498                          STATION RECOVERY (1999)
 SY3498
 SY3498'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY3498'MARK RECOVERED IN POOR CONDITION.
 SY3498
 SY3498                          STATION RECOVERY (2004)
 SY3498
 SY3498'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJM)
 SY3498'RECOVERED IN GOOD CONDITION.
 SY3498
 SY3498                          STATION RECOVERY (2005)
 SY3498
 SY3498'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY3498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3515 ***********************************************************************
 SY3515  DESIGNATION -  EVERETT MILL SW STACK
 SY3515  PID         -  SY3515
 SY3515  STATE/COUNTY-  WA/SNOHOMISH
 SY3515  USGS QUAD   -  EVERETT (1973)
 SY3515
 SY3515                         *CURRENT SURVEY CONTROL
 SY3515  ___________________________________________________________________
 SY3515* NAD 83(1991)-  47 58 27.31921(N)    122 13 32.82862(W)     ADJUSTED  
 SY3515* NAVD 88     -                                                        
 SY3515  ___________________________________________________________________
 SY3515  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 SY3515  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY3515
 SY3515  HORZ ORDER  -  THIRD
 SY3515
 SY3515.The horizontal coordinates were established by classical geodetic methods
 SY3515.and adjusted by the National Geodetic Survey in December 1991..
 SY3515
 SY3515
 SY3515.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3515
 SY3515.The geoid height was determined by GEOID03.
 SY3515
 SY3515;                    North         East     Units Scale Factor Converg.
 SY3515;SPC WA N     -   109,260.068   396,047.409   MT  0.99994538   -1 02 12.2
 SY3515;SPC WA N     -   358,464.07  1,299,365.54   sFT  0.99994538   -1 02 12.2
 SY3515;UTM  10      - 5,313,728.824   557,781.451   MT  0.99964102   +0 34 30.5
 SY3515
 SY3515                          SUPERSEDED SURVEY CONTROL
 SY3515
 SY3515  NAD 83(1986)-  47 58 27.31604(N)    122 13 32.82848(W) AD(       ) 4
 SY3515  NAD 27      -  47 58 27.97100(N)    122 13 28.33800(W) AD(       ) 3
 SY3515
 SY3515.Superseded values are not recommended for survey control.
 SY3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3515.See file dsdata.txt to determine how the superseded data were derived.
 SY3515
 SY3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5778113729(NAD 83)
 SY3515_MARKER: 63 = STACK
 SY3515
 SY3515  HISTORY     - Date     Condition        Report By
 SY3515  HISTORY     - 1940     FIRST OBSERVED   CGS
 SY3515  HISTORY     - 1952     GOOD             CGS
 SY3515  HISTORY     - 1967     GOOD             CGS
 SY3515  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 SY3515  HISTORY     - 20041212 MARK NOT FOUND   USPSQD
 SY3515
 SY3515                          STATION DESCRIPTION
 SY3515
 SY3515'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SY3515'THE EASTERN CONCRETE STACK OF TWO, AT THE P.U.D. PLANT BETWEEN
 SY3515'HOQUIAM AND ABERDEEN.
 SY3515
 SY3515                          STATION RECOVERY (1952)
 SY3515
 SY3515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SY3515'STATION IS LOCATED AT ABERDEEN, ABOUT 1-1/2 MILES W OF THE BUSINESS
 SY3515'DISTRICT, AT THE W CITY LIMITS, ON THE N SIDE OF CHERRY STREET
 SY3515'BETWEEN MYRTLE (ABERDEEN - HOQUIAM CITY BOUNDARY) AND OAK STREETS,
 SY3515'AND AT A PUBLIC UTILITY DISTRICT POWER PLANT.  IT IS A YELLOW
 SY3515'CONCRETE STACK, ABOUT 80 FEET HIGH, AND ABOUT 225 E OF ANOTHER
 SY3515'SIMILAR STACK.
 SY3515
 SY3515                          STATION RECOVERY (1967)
 SY3515
 SY3515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SY3515'THE STACK IS NOW PAINTED GRAY WITH A BLACK BAND AROUND THE TOP.
 SY3515'
 SY3515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN ABERDEEN.
 SY3515
 SY3515                          STATION RECOVERY (1999)
 SY3515
 SY3515'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY3515'MARK NOT FOUND.
 SY3515
 SY3515                          STATION RECOVERY (2004)
 SY3515
 SY3515'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJM)
 SY3515'USING THE LAT/LON PROVIDED, THE STATION CAN BE OBSERVED FROM THE
 SY3515'OVERLOOKING BLUFF.  NO STACK IS VISIBLE, THE LAT/LON LOCATION INDICATE
 SY3515'ONLY A PORT OF EVERETT LOG YARD.
 SY3515' 
 SY3515'THE DATA SHEET DESCRIPTION INDICATES A STATION MORE THAN ONE HUNDRED
 SY3515'MILES FROM THE LAT/LON LOCATION.
 SY3515' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3495 ***********************************************************************
 SY3495  DESIGNATION -  EVERETT PACKING CO HEXAG CHIM
 SY3495  PID         -  SY3495
 SY3495  STATE/COUNTY-  WA/SNOHOMISH
 SY3495  USGS QUAD   -  EVERETT (1973)
 SY3495
 SY3495                         *CURRENT SURVEY CONTROL
 SY3495  ___________________________________________________________________
 SY3495* NAD 83(1991)-  47 58 37.85186(N)    122 13 20.07415(W)     ADJUSTED  
 SY3495* NAVD 88     -                                                        
 SY3495  ___________________________________________________________________
 SY3495  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 SY3495  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY3495
 SY3495  HORZ ORDER  -  THIRD
 SY3495
 SY3495.The horizontal coordinates were established by classical geodetic methods
 SY3495.and adjusted by the National Geodetic Survey in December 1991..
 SY3495
 SY3495
 SY3495.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3495
 SY3495.The geoid height was determined by GEOID03.
 SY3495
 SY3495;                    North         East     Units Scale Factor Converg.
 SY3495;SPC WA N     -   109,580.529   396,317.745   MT  0.99994526   -1 02 02.7
 SY3495;SPC WA N     -   359,515.45  1,300,252.47   sFT  0.99994526   -1 02 02.7
 SY3495;UTM  10      - 5,314,056.664   558,042.586   MT  0.99964140   +0 34 40.1
 SY3495
 SY3495                          SUPERSEDED SURVEY CONTROL
 SY3495
 SY3495  NAD 83(1986)-  47 58 37.84876(N)    122 13 20.07400(W) AD(       ) 4
 SY3495  NAD 27      -  47 58 38.50300(N)    122 13 15.58300(W) AD(       ) 3
 SY3495
 SY3495.Superseded values are not recommended for survey control.
 SY3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3495.See file dsdata.txt to determine how the superseded data were derived.
 SY3495
 SY3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5804314057(NAD 83)
 SY3495_MARKER: 63 = STACK
 SY3495
 SY3495  HISTORY     - Date     Condition        Report By
 SY3495  HISTORY     - 1940     FIRST OBSERVED   CGS
 SY3495  HISTORY     - 1952     GOOD             CGS
 SY3495  HISTORY     - 1967     GOOD             CGS
 SY3495  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 SY3495  HISTORY     - 20041212 MARK NOT FOUND   USPSQD
 SY3495
 SY3495                          STATION DESCRIPTION
 SY3495
 SY3495'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SY3495'THE WESTERN CONCRETE STACK OF TWO, AT THE P.U.D. PLANT BETWEEN
 SY3495'HOQUIAM AND ABERDEEN.
 SY3495
 SY3495                          STATION RECOVERY (1952)
 SY3495
 SY3495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SY3495'STATION IS LOCATED AT ABERDEEN, ABOUT 1-1/2 MILES W OF THE BUSINESS
 SY3495'DISTRICT, AT THE W CITY LIMITS, ON THE N SIDE OF CHERRY STREET
 SY3495'BETWEEN MYRTLE (ABERDEEN - HOQUIAM CITY BOUNDARY) AND OAK STREETS,
 SY3495'AND AT A PUBLIC UTILITY DISTRICT POWER PLANT.  IT IS A YELLOW
 SY3495'CONCRETE STACK, ABOUT 80 FEET HIGH, AND ABOUT 225 FEET W OF ANOTHER
 SY3495'SIMILAR STACK.
 SY3495
 SY3495                          STATION RECOVERY (1967)
 SY3495
 SY3495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SY3495'THE STACK IS NOW PAINTED GRAY WITH A BLACK BAND AROUND THE TOP.
 SY3495'
 SY3495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT ABERDEEN.
 SY3495
 SY3495                          STATION RECOVERY (1999)
 SY3495
 SY3495'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY3495'MARK NOT FOUND.
 SY3495
 SY3495                          STATION RECOVERY (2004)
 SY3495
 SY3495'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJM)
 SY3495'USING THE LAT/LON PROVIDED, THE STATION CAN BE OBSERVED FROM THE
 SY3495'OVERLOOKING BLUFF.  NO STACK IS VISIBLE, THE LAT/LON LOCATION INDICATE
 SY3495'ONLY A PORT OF EVERETT LOG YARD.
 SY3495' 
 SY3495'THE DATA SHEET DESCRIPTION INDICATES A STATION MORE THAN ONE HUNDRED
 SY3495'MILES FROM THE LAT/LON LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1045 ***********************************************************************
 TR1045  DESIGNATION -  EVERETT PRESTON PT 2 MILL INCN
 TR1045  PID         -  TR1045
 TR1045  STATE/COUNTY-  WA/SNOHOMISH
 TR1045  USGS QUAD   -  MARYSVILLE (1956)
 TR1045
 TR1045                         *CURRENT SURVEY CONTROL
 TR1045  ___________________________________________________________________
 TR1045* NAD 83(1991)-  48 00 50.72666(N)    122 12 45.68405(W)     ADJUSTED  
 TR1045* NAVD 88     -                                                        
 TR1045  ___________________________________________________________________
 TR1045  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 TR1045  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 TR1045
 TR1045  HORZ ORDER  -  THIRD
 TR1045
 TR1045.The horizontal coordinates were established by classical geodetic methods
 TR1045.and adjusted by the National Geodetic Survey in December 1991..
 TR1045
 TR1045
 TR1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1045
 TR1045.The geoid height was determined by GEOID03.
 TR1045
 TR1045;                    North         East     Units Scale Factor Converg.
 TR1045;SPC WA N     -   113,670.811   397,104.337   MT  0.99994389   -1 01 37.1
 TR1045;SPC WA N     -   372,934.99  1,302,833.15   sFT  0.99994389   -1 01 37.1
 TR1045;UTM  10      - 5,318,166.211   558,713.599   MT  0.99964236   +0 35 06.8
 TR1045
 TR1045                          SUPERSEDED SURVEY CONTROL
 TR1045
 TR1045  NAD 83(1986)-  48 00 50.72377(N)    122 12 45.68319(W) AD(       ) 4
 TR1045  NAD 27      -  48 00 51.38400(N)    122 12 41.18400(W) AD(       ) 3
 TR1045
 TR1045.Superseded values are not recommended for survey control.
 TR1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1045.See file dsdata.txt to determine how the superseded data were derived.
 TR1045
 TR1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5871418166(NAD 83)
 TR1045
 TR1045  HISTORY     - Date     Condition        Report By
 TR1045  HISTORY     - 1927     FIRST OBSERVED   CGS
 TR1045  HISTORY     - 1954     GOOD             CGS
 TR1045  HISTORY     - 1960     GOOD             CGS
 TR1045  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 TR1045  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 TR1045
 TR1045                          STATION DESCRIPTION
 TR1045
 TR1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1045'STATION IS THE LIGHT-COLORED INCINERATOR AT THE SECOND MILL S OF
 TR1045'BLACKMANS OR PRESTON POINT.  THIS IS AN INTERSECTION STATION.
 TR1045
 TR1045                          STATION RECOVERY (1954)
 TR1045
 TR1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 TR1045'ON THE NORTHERN PORTION OF THE EVERETT WATERFRONT, ABOUT 2.4 MILES
 TR1045'NORTH OF THE GREAT NORTHERN RAILWAY PASSENGER STATION, ABOUT 800
 TR1045'FEET WEST OF THE RAILROAD TRACK, AT THE NORTHEASTERN LUMBER AND MFG.
 TR1045'CO., A LARGE SAWDUST AND WASTE BURNER AT THE OFFSHORE END OF THE
 TR1045'MILL.
 TR1045
 TR1045                          STATION RECOVERY (1960)
 TR1045
 TR1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1045'THE SAWDUST AND WASTE BURNER AT THE NORTHWESTERN LUMBER AND
 TR1045'MANUFACTURING CO. MENTIONED BY F.N. IN THE RECOVERY NOTE OF 1954
 TR1045'WAS RECOVERED.  THERE IS SOME DOUBT LOCALLY IF THIS WAS THE SECOND
 TR1045'MILL SOUTH OF BLACKMANS POINT IN 1927.  THIS IS THE FIRST BURNER
 TR1045'SOUTH OF PRESTON, OR BLACKMANS POINT AT THE PRESENT TIME AND THE
 TR1045'1954 DESCRIPTION IS ADEQUATE.
 TR1045
 TR1045                          STATION RECOVERY (1999)
 TR1045
 TR1045'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR1045'MARK NOT FOUND.
 TR1045
 TR1045                          STATION RECOVERY (2004)
 TR1045
 TR1045'RECOVERY NOTE BY US POWER SQUADRON 2004
 TR1045'NOT FOUND. NO LONGER ANY MILL OR BURNER IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1046 ***********************************************************************
 TR1046  DESIGNATION -  EVERETT PRESTON PT 2 MILL STK
 TR1046  PID         -  TR1046
 TR1046  STATE/COUNTY-  WA/SNOHOMISH
 TR1046  USGS QUAD   -  MARYSVILLE (1956)
 TR1046
 TR1046                         *CURRENT SURVEY CONTROL
 TR1046  ___________________________________________________________________
 TR1046* NAD 83(1991)-  48 00 51.09245(N)    122 12 44.40726(W)     ADJUSTED  
 TR1046* NAVD 88     -                                                        
 TR1046  ___________________________________________________________________
 TR1046  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 TR1046  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 TR1046
 TR1046  HORZ ORDER  -  THIRD
 TR1046
 TR1046.The horizontal coordinates were established by classical geodetic methods
 TR1046.and adjusted by the National Geodetic Survey in December 1991..
 TR1046
 TR1046
 TR1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1046
 TR1046.The geoid height was determined by GEOID03.
 TR1046
 TR1046;                    North         East     Units Scale Factor Converg.
 TR1046;SPC WA N     -   113,681.632   397,130.994   MT  0.99994389   -1 01 36.1
 TR1046;SPC WA N     -   372,970.49  1,302,920.60   sFT  0.99994389   -1 01 36.1
 TR1046;UTM  10      - 5,318,177.774   558,739.932   MT  0.99964240   +0 35 07.8
 TR1046
 TR1046                          SUPERSEDED SURVEY CONTROL
 TR1046
 TR1046  NAD 83(1986)-  48 00 51.08960(N)    122 12 44.40643(W) AD(       ) 4
 TR1046  NAD 27      -  48 00 51.74700(N)    122 12 39.90400(W) AD(       ) 3
 TR1046
 TR1046.Superseded values are not recommended for survey control.
 TR1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1046.See file dsdata.txt to determine how the superseded data were derived.
 TR1046
 TR1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5874018178(NAD 83)
 TR1046_MARKER: 63 = STACK
 TR1046
 TR1046  HISTORY     - Date     Condition        Report By
 TR1046  HISTORY     - 1927     FIRST OBSERVED   CGS
 TR1046  HISTORY     - 1954     GOOD             CGS
 TR1046  HISTORY     - 1960     MARK NOT FOUND   CGS
 TR1046  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR1046  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 TR1046  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 TR1046
 TR1046                          STATION DESCRIPTION
 TR1046
 TR1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1046'STATION IS BLACK IRON STACK OF SECOND MILL S OF BLACKMANS OR
 TR1046'PRESTON POINT.  THIS IS AN INTERSECTION STATION.
 TR1046
 TR1046                          STATION RECOVERY (1954)
 TR1046
 TR1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 TR1046'ON THE N PORTION OF THE EVERETT WATERFRONT, ABOUT 2.4 MI. N OF THE
 TR1046'GREAT NORTHERN RAILWAY PASSENGER STATION, ABOUT 700 FT. W OF THE
 TR1046'RAILROAD TRACK, AT THE NORTHWESTERN LUMBER AND MANUFACTURING
 TR1046'COMPANY, A BLACK IRON STACK.
 TR1046'
 TR1046'THIS IS AN INTERSECTION STATION.
 TR1046
 TR1046                          STATION RECOVERY (1960)
 TR1046
 TR1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1046'THE BLACK IRON STACK AT THE NORTHWESTERN LUMBER AND MANUFACTURING
 TR1046'CO. MENTIONED BY F.N. IN THE 1954 RECOVERY NOTE WAS RECOVERED BUT
 TR1046'THERE IS SOME DOUBT LOCALLY IF THIS WAS THE STACK REFERRED TO IN THE
 TR1046'1927 DESCRIPTION.
 TR1046
 TR1046                          STATION RECOVERY (1988)
 TR1046
 TR1046'RECOVERY NOTE BY US POWER SQUADRON 1988 (FEH)
 TR1046'MARK NOT FOUND.
 TR1046
 TR1046                          STATION RECOVERY (1999)
 TR1046
 TR1046'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR1046'MARK NOT FOUND.
 TR1046
 TR1046                          STATION RECOVERY (2004)
 TR1046
 TR1046'RECOVERY NOTE BY US POWER SQUADRON 2004
 TR1046'NOT FOUND. NO LONGER ANY MILL OR STACK IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1047 ***********************************************************************
 TR1047  DESIGNATION -  EVERETT PRESTON PT 1 MILL STK
 TR1047  PID         -  TR1047
 TR1047  STATE/COUNTY-  WA/SNOHOMISH
 TR1047  USGS QUAD   -  MARYSVILLE (1956)
 TR1047
 TR1047                         *CURRENT SURVEY CONTROL
 TR1047  ___________________________________________________________________
 TR1047* NAD 83(1991)-  48 01 00.11121(N)    122 12 28.44599(W)     ADJUSTED  
 TR1047* NAVD 88     -                                                        
 TR1047  ___________________________________________________________________
 TR1047  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 TR1047  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 TR1047
 TR1047  HORZ ORDER  -  THIRD
 TR1047
 TR1047.The horizontal coordinates were established by classical geodetic methods
 TR1047.and adjusted by the National Geodetic Survey in December 1991..
 TR1047
 TR1047
 TR1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1047
 TR1047.The geoid height was determined by GEOID03.
 TR1047
 TR1047;                    North         East     Units Scale Factor Converg.
 TR1047;SPC WA N     -   113,954.211   397,466.672   MT  0.99994381   -1 01 24.2
 TR1047;SPC WA N     -   373,864.77  1,304,021.91   sFT  0.99994381   -1 01 24.2
 TR1047;UTM  10      - 5,318,459.604   559,067.710   MT  0.99964287   +0 35 19.7
 TR1047
 TR1047                          SUPERSEDED SURVEY CONTROL
 TR1047
 TR1047  NAD 83(1986)-  48 01 00.10834(N)    122 12 28.44513(W) AD(       ) 4
 TR1047  NAD 27      -  48 01 00.77100(N)    122 12 23.95200(W) AD(       ) 3
 TR1047
 TR1047.Superseded values are not recommended for survey control.
 TR1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1047.See file dsdata.txt to determine how the superseded data were derived.
 TR1047
 TR1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5906818460(NAD 83)
 TR1047_MARKER: 63 = STACK
 TR1047
 TR1047  HISTORY     - Date     Condition        Report By
 TR1047  HISTORY     - 1927     FIRST OBSERVED   CGS
 TR1047  HISTORY     - 1954     GOOD             CGS
 TR1047  HISTORY     - 1954     MARK NOT FOUND   CGS
 TR1047  HISTORY     - 1960     MARK NOT FOUND   CGS
 TR1047  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR1047
 TR1047                          STATION DESCRIPTION
 TR1047
 TR1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1047'STATION IS THE BLACK IRON STACK OF FIRST MILL S OF BLACKMANS POINT.
 TR1047'(PARKER LUMBER AND BOX COMPANY).
 TR1047
 TR1047                          STATION RECOVERY (1954)
 TR1047
 TR1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 TR1047'ON THE N PORTION OF THE EVERETT WATERFRONT, ABOUT 2.7 MI. N OF THE
 TR1047'GREAT NORTHERN RAILWAY PASSENGER STATION, ABOUT 250 FT. W OF THE
 TR1047'RAILROAD TRACK, AT THE WASHINGTON WOODS PRODUCTS COMPANY, A LOW
 TR1047'BLACK IRON STACK.
 TR1047
 TR1047                          STATION RECOVERY (1954)
 TR1047
 TR1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR1047'THE ORIGINAL DESCRIPTION NAMES THIS STATION FIR.  THE STACK COULD
 TR1047'NOT BE IDENTIFIED BY THE HYDROGRAPHIC PARTY IN 1954.  OTHER IRON
 TR1047'STACKS IN THE LOCALITY DID NOT CHECK THE POSITION OF THIS STATION.
 TR1047'THE STATION IS BELIEVED TO BE LOST.
 TR1047
 TR1047                          STATION RECOVERY (1960)
 TR1047
 TR1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1047'THE BLACK IRON STACK MENTIONED IN THE 1954 RECOVERY NOTE BY F.N.
 TR1047'WHICH IS LOCATED AT WASHINGTON TIMBER PRODUCTS HAS BEEN IN ITS
 TR1047'PRESENT POSITION FOR ONLY THE LAST 12 YEARS.  THE PARKER LUMBER AND
 TR1047'BOX COMPANY REFERRED TO IN THE 1927 DESCRIPTION WAS BETWEEN THE
 TR1047'WASHINGTON TIMBER PRODUCTS PLANT AND BLACKMANS POINT BUT HAS BEEN
 TR1047'GONE FOR SEVERAL YEARS.  IN VIEW OF THE INFORMATION GIVEN ABOVE, IT
 TR1047'IS DOUBTFUL THAT THE STACK MENTIONED IN THE 1954 RECOVERY NOTE BY
 TR1047'F.N. IS THE STACK LOCATED IN 1927.
 TR1047
 TR1047                          STATION RECOVERY (1988)
 TR1047
 TR1047'RECOVERY NOTE BY US POWER SQUADRON 1988 (FEH)
 TR1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3501 ***********************************************************************
 SY3501  DESIGNATION -  EVERETT PROVIDENCE HOSP CROSS
 SY3501  PID         -  SY3501
 SY3501  STATE/COUNTY-  WA/SNOHOMISH
 SY3501  USGS QUAD   -  EVERETT (1973)
 SY3501
 SY3501                         *CURRENT SURVEY CONTROL
 SY3501  ___________________________________________________________________
 SY3501* NAD 83(1991)-  47 58 33.24483(N)    122 12 59.84052(W)     ADJUSTED  
 SY3501* NAVD 88     -                                                        
 SY3501  ___________________________________________________________________
 SY3501  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 SY3501  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 SY3501
 SY3501  HORZ ORDER  -  THIRD
 SY3501
 SY3501.The horizontal coordinates were established by classical geodetic methods
 SY3501.and adjusted by the National Geodetic Survey in December 1991..
 SY3501
 SY3501
 SY3501.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3501
 SY3501.The geoid height was determined by GEOID03.
 SY3501
 SY3501;                    North         East     Units Scale Factor Converg.
 SY3501;SPC WA N     -   109,430.710   396,734.709   MT  0.99994531   -1 01 47.6
 SY3501;SPC WA N     -   359,023.92  1,301,620.46   sFT  0.99994531   -1 01 47.6
 SY3501;UTM  10      - 5,313,918.674   558,463.472   MT  0.99964200   +0 34 55.1
 SY3501
 SY3501                          SUPERSEDED SURVEY CONTROL
 SY3501
 SY3501  NAD 83(1986)-  47 58 33.24165(N)    122 12 59.84032(W) AD(       ) 4
 SY3501  NAD 27      -  47 58 33.89700(N)    122 12 55.35100(W) AD(       ) 3
 SY3501
 SY3501.Superseded values are not recommended for survey control.
 SY3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3501.See file dsdata.txt to determine how the superseded data were derived.
 SY3501
 SY3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5846313919(NAD 83)
 SY3501
 SY3501  HISTORY     - Date     Condition        Report By
 SY3501  HISTORY     - 1927     FIRST OBSERVED   CGS
 SY3501  HISTORY     - 1954     GOOD             CGS
 SY3501  HISTORY     - 1968     GOOD             CGS
 SY3501  HISTORY     - 19990228 MARK NOT FOUND   USPSQD
 SY3501  HISTORY     - 20041212 MARK NOT FOUND   USPSQD
 SY3501
 SY3501                          STATION DESCRIPTION
 SY3501
 SY3501'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 SY3501'STATION IS GILDED CROSS OVER ENTRANCE TO PROVIDENCE HOSPITAL.
 SY3501
 SY3501                          STATION RECOVERY (1954)
 SY3501
 SY3501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 SY3501'IN THE SW PART OF THE CITY OF EVERETT, AT THE SW CORNER OF PACIFIC
 SY3501'AND NASSAU STREETS, THE GILDED CROSS ABOVE THE ENTRANCE TO PROVIDENCE
 SY3501'HOSPITAL.
 SY3501
 SY3501                          STATION RECOVERY (1968)
 SY3501
 SY3501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY3501'STATION IS THE CROSS ABOVE THE ENTRANCE TO PROVIDENCE HOSPITAL WHICH
 SY3501'IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF PACIFIC AVENUE AND
 SY3501'NASSAU STREET, IN THE SOUTHWESTERN PART OF THE CITY OF EVERETT.  THE
 SY3501'MAIN ENTRANCE FACES NORTH AND IS BETWEEN TWO WINGS WHICH RUN
 SY3501'NORTHEAST AND NORTHWEST FROM THE ENTRANCE.  HOSPITAL IS A
 SY3501'THREE-STORY, PLUS BASEMENT, BRICK BUILDING.  A GRANITE BLOCK ON THE
 SY3501'EAST SIDE OF THE ENTRANCE IS INSCRIBED ESTABLISHED 1905 ERECTED 1923.
 SY3501
 SY3501                          STATION RECOVERY (1999)
 SY3501
 SY3501'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY3501'MARK NOT FOUND.
 SY3501
 SY3501                          STATION RECOVERY (2004)
 SY3501
 SY3501'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJM)
 SY3501'THE DESCRIBED HOSTPITAL IS NOW NAMED PROVIDENCE EVERETT MEDICAL
 SY3501'CENTER, PACIFIC CAMPUS - LOCATED AT 916 PACIFIC AVE, EVERETT.  IT IS
 SY3501'LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF PACIFIC AND
 SY3501'NASSAU, AS DESCRIBED.
 SY3501' 
 SY3501'EXTENSIVE REMODELING HAS OCCURRED AND THE BUILDING IS NOW 7 STORIES IN
 SY3501'HEIGHT.  IN ADDITION, THE BUILDING HAS BEEN EXPANDED LATERALLY, TO
 SY3501'NEARLY DOUBLE ITS ORIGINAL SIZE.  THE CROSS HAS BEEN REMOVED.
 SY3501' 
 SY3501' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3507 ***********************************************************************
 SY3507  DESIGNATION -  EVERETT SE COR PIER 2 WEA MAST
 SY3507  PID         -  SY3507
 SY3507  STATE/COUNTY-  WA/SNOHOMISH
 SY3507  USGS QUAD   -  EVERETT (1973)
 SY3507
 SY3507                         *CURRENT SURVEY CONTROL
 SY3507  ___________________________________________________________________
 SY3507* NAD 83(1991)-  47 58 45.80062(N)    122 13 10.86872(W)     ADJUSTED  
 SY3507* NAVD 88     -                                                        
 SY3507  ___________________________________________________________________
 SY3507  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 SY3507  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY3507
 SY3507  HORZ ORDER  -  THIRD
 SY3507
 SY3507.The horizontal coordinates were established by classical geodetic methods
 SY3507.and adjusted by the National Geodetic Survey in December 1991..
 SY3507
 SY3507
 SY3507.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3507
 SY3507.The geoid height was determined by GEOID03.
 SY3507
 SY3507;                    North         East     Units Scale Factor Converg.
 SY3507;SPC WA N     -   109,822.540   396,513.031   MT  0.99994516   -1 01 55.8
 SY3507;SPC WA N     -   360,309.45  1,300,893.17   sFT  0.99994516   -1 01 55.8
 SY3507;UTM  10      - 5,314,303.997   558,230.931   MT  0.99964166   +0 34 47.0
 SY3507
 SY3507                          SUPERSEDED SURVEY CONTROL
 SY3507
 SY3507  NAD 83(1986)-  47 58 45.79760(N)    122 13 10.86845(W) AD(       ) 4
 SY3507  NAD 27      -  47 58 46.45200(N)    122 13 06.37600(W) AD(       ) 3
 SY3507
 SY3507.Superseded values are not recommended for survey control.
 SY3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3507.See file dsdata.txt to determine how the superseded data were derived.
 SY3507
 SY3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5823114304(NAD 83)
 SY3507_MARKER: 63 = STACK
 SY3507
 SY3507  HISTORY     - Date     Condition        Report By
 SY3507  HISTORY     - 1940     FIRST OBSERVED   CGS
 SY3507  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY3507  HISTORY     - 1967     GOOD             CGS
 SY3507  HISTORY     - 20041212 MARK NOT FOUND   USPSQD
 SY3507
 SY3507                          STATION DESCRIPTION
 SY3507
 SY3507'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CP)
 SY3507'A TALL BLACK IRON STACK AT THE WEST COAST PLYWOOD COMPANY, EAST
 SY3507'HOQUIAM.
 SY3507
 SY3507                          STATION RECOVERY (1952)
 SY3507
 SY3507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SY3507'STATION IS LOCATED AT HOQUIAM, IN THE SE PART OF TOWN, JUST W OF
 SY3507'GRAYS HARBOR PORT DOCK, AT THE WEST COAST PLYWOOD CO. MILL, AND IS
 SY3507'THE S AND LOWER OF TWO BLACK STEEL STACKS.  THE STACK IS ABOUT 90
 SY3507'FEET HIGH, 30 INCHES IN DIAMETER, APPEARS TO BE BADLY RUSTED, AND WAS
 SY3507'ERECTED ABOUT 1940.  THE N (NEWER) STACK IS SLIGHTLY HIGHER AND
 SY3507'WAS ERECTED IN 1951.
 SY3507
 SY3507                          STATION RECOVERY (1967)
 SY3507
 SY3507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BIW)
 SY3507'STATION WAS RECOVERED AS DESCRIBED EXCEPT THE NAME OF THE COMPANY IS
 SY3507'NOW UNITED STATES PLYWOOD CORPORATION.
 SY3507'
 SY3507'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN HOQUIAM.
 SY3507
 SY3507                          STATION RECOVERY (2004)
 SY3507
 SY3507'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJM)
 SY3507'USING THE LAT/LON PROVIDED, THE STATION CAN BE OBSERVED FROM THE
 SY3507'OVERLOOKING BLUFF.  NO STACK IS VISIBLE, THE LAT/LON LOCATION INDICATE
 SY3507'ONLY A PORT OF EVERETT LOG YARD.
 SY3507' 
 SY3507'THE DATA SHEET DESCRIPTION INDICATES A STATION MORE THAN ONE HUNDRED
 SY3507'MILES FROM THE LAT/LON LOCATION.
 SY3507' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3523 ***********************************************************************
 SY3523  DESIGNATION -  EVERETT STATE PATROL MAST
 SY3523  PID         -  SY3523
 SY3523  STATE/COUNTY-  WA/SNOHOMISH
 SY3523  USGS QUAD   -  EVERETT (1973)
 SY3523
 SY3523                         *CURRENT SURVEY CONTROL
 SY3523  ___________________________________________________________________
 SY3523* NAD 83(1991)-  47 59 24.63970(N)    122 11 15.47636(W)     ADJUSTED  
 SY3523* NAVD 88     -                                                        
 SY3523  ___________________________________________________________________
 SY3523  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 SY3523  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SY3523
 SY3523  HORZ ORDER  -  THIRD
 SY3523
 SY3523.The horizontal coordinates were established by classical geodetic methods
 SY3523.and adjusted by the National Geodetic Survey in December 1991..
 SY3523
 SY3523
 SY3523.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3523
 SY3523.The geoid height was determined by GEOID03.
 SY3523
 SY3523;                    North         East     Units Scale Factor Converg.
 SY3523;SPC WA N     -   110,979.271   398,926.581   MT  0.99994473   -1 00 29.9
 SY3523;SPC WA N     -   364,104.49  1,308,811.62   sFT  0.99994473   -1 00 29.9
 SY3523;UTM  10      - 5,315,527.793   560,610.269   MT  0.99964514   +0 36 13.1
 SY3523
 SY3523                          SUPERSEDED SURVEY CONTROL
 SY3523
 SY3523  NAD 83(1986)-  47 59 24.63609(N)    122 11 15.47514(W) AD(       ) 4
 SY3523  NAD 27      -  47 59 25.28815(N)    122 11 10.97422(W) AD(       ) 3
 SY3523
 SY3523.Superseded values are not recommended for survey control.
 SY3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3523.See file dsdata.txt to determine how the superseded data were derived.
 SY3523
 SY3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU6061015528(NAD 83)
 SY3523_MARKER: 42 = RADIO/TV MAST
 SY3523
 SY3523  HISTORY     - Date     Condition        Report By
 SY3523  HISTORY     - 1972     FIRST OBSERVED   NGS
 SY3523  HISTORY     - 1979     GOOD             NGS
 SY3523  HISTORY     - 19990128 MARK NOT FOUND   USPSQD
 SY3523  HISTORY     - 20040719 MARK NOT FOUND   USPSQD
 SY3523  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 SY3523
 SY3523                          STATION DESCRIPTION
 SY3523
 SY3523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (RBM)
 SY3523'LOCATED IN EVERETT, 193 FEET NORTH OF THE NORTH CURB OF 20TH STREET,
 SY3523'82 FEET EAST OF THE CENTERLINE OF CHESTNUT STREET AND 53 FEET
 SY3523'SOUTHEAST OF SOUTHEAST CORNER OF THE PATROL OFFICE BUILDING.
 SY3523'
 SY3523'THE STATION IS THE TOP OF THE RADIO MAST OF THE WASHINGTON STATE
 SY3523'PATROL.  IT IS 300 FEET HIGH WITH TWO DISH SHAPED ANTENNAE AT THE
 SY3523'TOP.  THE ONE ON THE NORTH SIDE IS THE LARGER.
 SY3523
 SY3523                          STATION RECOVERY (1979)
 SY3523
 SY3523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SY3523'THE STATION WAS RECOVERED AS DESCRIBED.
 SY3523
 SY3523                          STATION RECOVERY (1999)
 SY3523
 SY3523'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY3523'MARK NOT FOUND.
 SY3523
 SY3523                          STATION RECOVERY (2004)
 SY3523
 SY3523'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SY3523'THIS TOWER HAS BEEN REMOVED AND SHOULD BE CONSIDERED LOST.
 SY3523
 SY3523                          STATION RECOVERY (2004)
 SY3523
 SY3523'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJM)
 SY3523'THE DESCRIBED TOWER WAS REMOVED WHEN THE STATE PATROL MOVED THEIR
 SY3523'OFFICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1056 ***********************************************************************
 TR1056  DESIGNATION -  EVERETT TURN OF JETTY
 TR1056  PID         -  TR1056
 TR1056  STATE/COUNTY-  WA/SNOHOMISH
 TR1056  USGS QUAD   -  MARYSVILLE (1956)
 TR1056
 TR1056                         *CURRENT SURVEY CONTROL
 TR1056  ___________________________________________________________________
 TR1056* NAD 83(1991)-  48 01 03.27962(N)    122 13 16.87834(W)     ADJUSTED  
 TR1056* NAVD 88     -                                                        
 TR1056  ___________________________________________________________________
 TR1056  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 TR1056  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 TR1056
 TR1056  HORZ ORDER  -  THIRD
 TR1056
 TR1056.The horizontal coordinates were established by classical geodetic methods
 TR1056.and adjusted by the National Geodetic Survey in December 1991..
 TR1056
 TR1056
 TR1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1056
 TR1056.The geoid height was determined by GEOID03.
 TR1056
 TR1056;                    North         East     Units Scale Factor Converg.
 TR1056;SPC WA N     -   114,070.063   396,465.012   MT  0.99994378   -1 02 00.3
 TR1056;SPC WA N     -   374,244.87  1,300,735.63   sFT  0.99994378   -1 02 00.3
 TR1056;UTM  10      - 5,318,547.202   558,063.490   MT  0.99964143   +0 34 43.8
 TR1056
 TR1056                          SUPERSEDED SURVEY CONTROL
 TR1056
 TR1056  NAD 83(1986)-  48 01 03.27683(N)    122 13 16.87750(W) AD(       ) 4
 TR1056  NAD 27      -  48 01 03.93700(N)    122 13 12.37800(W) AD(       ) 3
 TR1056
 TR1056.Superseded values are not recommended for survey control.
 TR1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1056.See file dsdata.txt to determine how the superseded data were derived.
 TR1056
 TR1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU5806318547(NAD 83)
 TR1056
 TR1056  HISTORY     - Date     Condition        Report By
 TR1056  HISTORY     - 1927     FIRST OBSERVED   CGS
 TR1056  HISTORY     - 1954     MARK NOT FOUND   CGS
 TR1056  HISTORY     - 1954     MARK NOT FOUND   CGS
 TR1056  HISTORY     - 1960     MARK NOT FOUND   CGS
 TR1056
 TR1056                          STATION DESCRIPTION
 TR1056
 TR1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1056'STATION IS THE SIGNAL AT TURN OF JETTY PROBABLY CONSTRUCTED BY
 TR1056'U.S.E.D. SOME YEARS AGO.  THIS IS AN INTERSECTION STATION.
 TR1056
 TR1056                          STATION RECOVERY (1954)
 TR1056
 TR1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 TR1056'NOT RECOVERED.  THERE IS NO EVIDENCE OF THE STATION IN THE GENERAL
 TR1056'AREA.
 TR1056'
 TR1056'THIS IS AN INTERSECTION STATION.
 TR1056
 TR1056                          STATION RECOVERY (1954)
 TR1056
 TR1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR1056'THE STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.  THIS STATION
 TR1056'SHOULD BE LISTED AS LOST.
 TR1056'
 TR1056'U.S. ENGINEER STATION A 1 HAS BEEN ESTABLISHED ABOUT 2 M. SE OF THE
 TR1056'LOCATION OF THIS STATION.  STATION A 1 (U.S.E.) WAS LOCATED BY
 TR1056'TRIANGULATION.  SEE DESCRIPTION OF A 1 (U.S.E.).
 TR1056
 TR1056                          STATION RECOVERY (1960)
 TR1056
 TR1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1056'THE STATION WAS NOT RECOVERED.  THE BEND IN THE JETTY WAS INSPECTED
 TR1056'BUT THE REMAINS OF OF THE OLD SIGNAL WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3496 ***********************************************************************
 SY3496  DESIGNATION -  EVERETT WEYERHAEUSER LUMBER HIGH CHIMNEY
 SY3496  PID         -  SY3496
 SY3496  STATE/COUNTY-  WA/SNOHOMISH
 SY3496  USGS QUAD   -  EVERETT (1973)
 SY3496
 SY3496                         *CURRENT SURVEY CONTROL
 SY3496  ___________________________________________________________________
 SY3496* NAD 83(1991)-  47 58 32.16602(N)    122 13 24.83359(W)     ADJUSTED  
 SY3496* NAVD 88     -                                                        
 SY3496  ___________________________________________________________________
 SY3496  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 SY3496  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY3496
 SY3496  HORZ ORDER  -  THIRD
 SY3496
 SY3496.The horizontal coordinates were established by classical geodetic methods
 SY3496.and adjusted by the National Geodetic Survey in December 1991..
 SY3496
 SY3496
 SY3496.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3496
 SY3496.The geoid height was determined by GEOID03.
 SY3496
 SY3496;                    North         East     Units Scale Factor Converg.
 SY3496;SPC WA N     -   109,406.736   396,215.891   MT  0.99994533   -1 02 06.2
 SY3496;SPC WA N     -   358,945.27  1,299,918.30   sFT  0.99994533   -1 02 06.2
 SY3496;UTM  10      - 5,313,880.128   557,945.691   MT  0.99964126   +0 34 36.5
 SY3496
 SY3496                          SUPERSEDED SURVEY CONTROL
 SY3496
 SY3496  NAD 83(1986)-  47 58 32.16291(N)    122 13 24.83314(W) AD(       ) 4
 SY3496  NAD 27      -  47 58 32.82100(N)    122 13 20.34500(W) AD(       ) 3
 SY3496
 SY3496.Superseded values are not recommended for survey control.
 SY3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3496.See file dsdata.txt to determine how the superseded data were derived.
 SY3496
 SY3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5794613880(NAD 83)
 SY3496_MARKER: 85 = CHIMNEY
 SY3496
 SY3496  HISTORY     - Date     Condition        Report By
 SY3496  HISTORY     - 1924     FIRST OBSERVED   CGS
 SY3496  HISTORY     - 1954     GOOD             CGS
 SY3496  HISTORY     - 1960     GOOD             CGS
 SY3496  HISTORY     - 1968     GOOD             CGS
 SY3496  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY3496  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 SY3496  HISTORY     - 20041212 MARK NOT FOUND   USPSQD
 SY3496
 SY3496                          STATION DESCRIPTION
 SY3496
 SY3496'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 SY3496'THIS IS A TALL CONCRETE CHIMNEY, ABOUT 125 FEET HIGH.  THE NAME
 SY3496'WEYERHAEUSER IS LETTERED ON THE CHIMNEY.  THE CHIMNEY IS ON THE
 SY3496'GROUNDS OF THE WEYERHAEUSER TIMBER COMPANY, AND IS ALONG THE
 SY3496'WATER FRONT ABOUT 1/4 MILE S OF THE MUNICIPAL WHARF.
 SY3496
 SY3496                          STATION RECOVERY (1954)
 SY3496
 SY3496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 SY3496'ON THE S PORTION OF THE EVERETT WATERFRONT, ABOUT 2000 FEET SW OF
 SY3496'THE GREAT NORTHERN RAILWAY PASSENGER STATION, AT THE PULP DIVISION
 SY3496'OF THE WEYERHAEUSER TIMBER COMPANY, A TALL CONCRETE STACK, THE
 SY3496'ONLY PROMINENT STACK IN THE VICINITY.  THE STACK WAS NOTED DURING
 SY3496'THE COURSE OF SHORELINE INSPECTION, AND WAS NOT REVISITED TO
 SY3496'VERIFY THE LETTERING MENTIONED IN THE EARLIER DESCRIPTION.
 SY3496
 SY3496                          STATION RECOVERY (1960)
 SY3496
 SY3496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SY3496'THE STATION WAS RECOVERED IN GOOD CONDITION AS RECOVERED BY
 SY3496'F.N. IN 1954 WITH THE FOLLOWING ADDITIONS--
 SY3496'
 SY3496'THE STATION IS LOCATED ON THE PROPERTY OF THE WEYERHAEUSER TIMBER
 SY3496'COMPANY, PULP DIVISION, ON THE EVERETT WATERFRONT SOUTH OF PIER
 SY3496'1.  AN EARTHQUAKE CRACKED THE CHIMNEY SEVERAL YEARS AGO AND STEEL
 SY3496'BANDS WERE PUT AROUND IT TO REINFORCE IT.
 SY3496
 SY3496                          STATION RECOVERY (1968)
 SY3496
 SY3496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NBT)
 SY3496'STATION IS THE REINFORCED CONCRETE STACK, WHICH WAS ERECTED IN
 SY3496'1923, AT THE WEYERHAEUSER COMPANY EVERETT SULPHITE MILL, ON THE
 SY3496'WATERFRONT, ABOUT 1/2 MILE SOUTH OF THE GREAT NORTHERN RAILWAY
 SY3496'PASSENGER DEPOT, ABOUT 3 BLOCKS SOUTH OF HEWITT STREET AND
 SY3496'APPROXIMATELY ON THE PROLONGATION OF 32ND STREET.
 SY3496'
 SY3496'THE BASE OF THE STACK IS ABOUT 13 FEET ABOVE MEAN LOWER LOW WATER
 SY3496'AND THE STACK IS 200 FEET HIGH.  A SMALLER 150-FEET HIGH STACK WAS
 SY3496'ERECTED IN 1964 ABOUT 150 FEET SOUTHEAST OF THIS STACK.  THERE IS
 SY3496'AN ELEVATED WATER TANK ABOUT 15 YARDS NORTHEAST OF THIS STACK.
 SY3496
 SY3496                          STATION RECOVERY (1988)
 SY3496
 SY3496'RECOVERY NOTE BY US POWER SQUADRON 1988 (EM)
 SY3496'MARK NOT FOUND.
 SY3496
 SY3496                          STATION RECOVERY (1999)
 SY3496
 SY3496'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY3496'MARK NOT FOUND.
 SY3496
 SY3496                          STATION RECOVERY (2004)
 SY3496
 SY3496'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJM)
 SY3496'USING THE LAT/LON PROVIDED, THE STATION CAN BE OBSERVED FROM THE
 SY3496'OVERLOOKING BLUFF.  NO STACK IS VISIBLE, THE LAT/LON LOCATION INDICATE
 SY3496'ONLY A PORT OF EVERETT LOG YARD.
 SY3496' 
 SY3496' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1050 ***********************************************************************
 TR1050  DESIGNATION -  EVERETT WEYERHAEUSER SHORT STK
 TR1050  PID         -  TR1050
 TR1050  STATE/COUNTY-  WA/SNOHOMISH
 TR1050  USGS QUAD   -  MARYSVILLE (1956)
 TR1050
 TR1050                         *CURRENT SURVEY CONTROL
 TR1050  ___________________________________________________________________
 TR1050* NAD 83(1991)-  48 00 42.93785(N)    122 11 00.87504(W)     ADJUSTED  
 TR1050* NAVD 88     -                                                        
 TR1050  ___________________________________________________________________
 TR1050  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 TR1050  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 TR1050
 TR1050  HORZ ORDER  -  THIRD
 TR1050
 TR1050.The horizontal coordinates were established by classical geodetic methods
 TR1050.and adjusted by the National Geodetic Survey in December 1991..
 TR1050
 TR1050
 TR1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1050
 TR1050.The geoid height was determined by GEOID03.
 TR1050
 TR1050;                    North         East     Units Scale Factor Converg.
 TR1050;SPC WA N     -   113,391.778   399,271.676   MT  0.99994396   -1 00 19.0
 TR1050;SPC WA N     -   372,019.52  1,309,943.82   sFT  0.99994396   -1 00 19.0
 TR1050;UTM  10      - 5,317,948.329   560,887.277   MT  0.99964555   +0 36 24.7
 TR1050
 TR1050                          SUPERSEDED SURVEY CONTROL
 TR1050
 TR1050  NAD 83(1986)-  48 00 42.93475(N)    122 11 00.87387(W) AD(       ) 4
 TR1050  NAD 27      -  48 00 43.59200(N)    122 10 56.38200(W) AD(       ) 3
 TR1050
 TR1050.Superseded values are not recommended for survey control.
 TR1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1050.See file dsdata.txt to determine how the superseded data were derived.
 TR1050
 TR1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU6088717948(NAD 83)
 TR1050
 TR1050  HISTORY     - Date     Condition        Report By
 TR1050  HISTORY     - 1941     MONUMENTED       CGS
 TR1050  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR1050  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1050  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TR1050  HISTORY     - 1979     GOOD             NGS
 TR1050  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR1050
 TR1050                          STATION DESCRIPTION
 TR1050
 TR1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 TR1050'THE STATION IS THE CENTER OF SHORTER OF 2 BLACK STACKS AT
 TR1050'WEYERHAEUSER LUMBER COMPANY IN N EDGE OF EVERETT.  IT IS ON THE S
 TR1050'BANK OF THE SNOHOMISH RIVER.  IT IS NW ABOUT 100 YARDS FROM TALLER
 TR1050'BLACK STACK.
 TR1050'
 TR1050'TO REACH STATION FROM THE POST OFFICE IN EVERETT, GO N 3 BLOCKS
 TR1050'TO HIGHWAY 99 HERE TURN E AND FOLLOW HIGHWAY 99, 2.5 MILES TO
 TR1050'STATION, 0.1 MILE TO RIGHT (E) OF HIGHWAY.
 TR1050
 TR1050                          STATION RECOVERY (1954)
 TR1050
 TR1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 TR1050'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT REFERENCES
 TR1050'SHOULD BE MADE TO THE WEYERHAEUSER TIMBER COMPANY INSTEAD OF THE
 TR1050'WEYERHAEUSER LUMBER COMPANY.
 TR1050
 TR1050                          STATION RECOVERY (1960)
 TR1050
 TR1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1050'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE
 TR1050'FOLLOWING EXCEPTIONS--THE STACK IS LOCATED AT THE WEYERHAEUSER
 TR1050'COMPANY, LUMBER DIVISION MILL B.  A GREY WATER TANK IS 200 YARDS
 TR1050'WEST OF THE STACK.  THE COMPANY ENGINEER VERIFIED THE FACT THAT
 TR1050'THIS IS THE STACK LOCATED IN 1941.
 TR1050
 TR1050                          STATION RECOVERY (1968)
 TR1050
 TR1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 TR1050'STATION IS THE CENTER OF THE WESTERN AND SHORTER ONE OF TWO LARGE
 TR1050'CONCRETE STACKS AT THE WEYERHAEUSER COMPANY, LUMBER DIVISION MILL
 TR1050'B, IN THE NORTHERN PART OF EVERETT, 0.2 MILE SOUTHEAST OF THE
 TR1050'INTERSTATE HIGHWAY 5 BRIDGE OVER THE SNOHOMISH RIVER, AND ON THE
 TR1050'SOUTH SIDE OF THE RIVER.  THIS STACK IS ABOUT 30 YARDS WEST OF
 TR1050'A TALLER STACK AND 100 YARDS SOUTHEAST OF AN ELEVATED, GREY,
 TR1050'STEEL TANK.
 TR1050
 TR1050                          STATION RECOVERY (1979)
 TR1050
 TR1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR1050'RECOVERED AS DESCRIBED IN 1941.
 TR1050
 TR1050                          STATION RECOVERY (1988)
 TR1050
 TR1050'RECOVERY NOTE BY US POWER SQUADRON 1988 (FEH)
 TR1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1051 ***********************************************************************
 TR1051  DESIGNATION -  EVERETT WEYERHAEUSER TALL STK
 TR1051  PID         -  TR1051
 TR1051  STATE/COUNTY-  WA/SNOHOMISH
 TR1051  USGS QUAD   -  MARYSVILLE (1956)
 TR1051
 TR1051                         *CURRENT SURVEY CONTROL
 TR1051  ___________________________________________________________________
 TR1051* NAD 83(1991)-  48 00 42.86298(N)    122 10 59.01240(W)     ADJUSTED  
 TR1051* NAVD 88     -                                                        
 TR1051  ___________________________________________________________________
 TR1051  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 TR1051  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 TR1051
 TR1051  HORZ ORDER  -  THIRD
 TR1051
 TR1051.The horizontal coordinates were established by classical geodetic methods
 TR1051.and adjusted by the National Geodetic Survey in December 1991..
 TR1051
 TR1051
 TR1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1051
 TR1051.The geoid height was determined by GEOID03.
 TR1051
 TR1051;                    North         East     Units Scale Factor Converg.
 TR1051;SPC WA N     -   113,388.789   399,310.229   MT  0.99994396   -1 00 17.6
 TR1051;SPC WA N     -   372,009.72  1,310,070.31   sFT  0.99994396   -1 00 17.6
 TR1051;UTM  10      - 5,317,946.427   560,925.888   MT  0.99964561   +0 36 26.1
 TR1051
 TR1051                          SUPERSEDED SURVEY CONTROL
 TR1051
 TR1051  NAD 83(1986)-  48 00 42.85988(N)    122 10 59.01124(W) AD(       ) 4
 TR1051  NAD 27      -  48 00 43.51600(N)    122 10 54.51900(W) AD(       ) 3
 TR1051
 TR1051.Superseded values are not recommended for survey control.
 TR1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1051.See file dsdata.txt to determine how the superseded data were derived.
 TR1051
 TR1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU6092617946(NAD 83)
 TR1051_MARKER: 63 = STACK
 TR1051
 TR1051  HISTORY     - Date     Condition        Report By
 TR1051  HISTORY     - 1941     FIRST OBSERVED   CGS
 TR1051  HISTORY     - 1954     GOOD             CGS
 TR1051  HISTORY     - 1954     GOOD             CGS
 TR1051  HISTORY     - 1960     GOOD             CGS
 TR1051  HISTORY     - 1968     GOOD             CGS
 TR1051  HISTORY     - 1972     GOOD             LOCENG
 TR1051  HISTORY     - 1979     GOOD             NGS
 TR1051  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR1051  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR1051
 TR1051                          STATION DESCRIPTION
 TR1051
 TR1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 TR1051'THE STATION IS THE CENTER OF TALLER OF 2 BLACK STACKS AT
 TR1051'WEYERHAEUSER LUMBER COMPANY IN N EDGE OF EVERETT.  IT IS SE ABOUT
 TR1051'100 YARDS FROM SHORTER BLACK STACK.  IT IS ON THE S BANK OF THE
 TR1051'SNOHOMISH RIVER.
 TR1051'
 TR1051'TO REACH STATION FROM THE POST OFFICE IN EVERETT, GO N 3 BLOCKS
 TR1051'TO HIGHWAY 99 HERE TURN E AND FOLLOW HIGHWAY 99, 2.5 MILES TO
 TR1051'STATION, 0.1 MILE TO RIGHT AND E OF HIGHWAY.
 TR1051
 TR1051                          STATION RECOVERY (1954)
 TR1051
 TR1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 TR1051'RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THAT REFERENCES
 TR1051'SHOULD BE MADE TO THE WEYERHAEUSER TIMBER CO. INSTEAD OF THE
 TR1051'WEYERHAEUSER LUMBER CO.
 TR1051
 TR1051                          STATION RECOVERY (1954)
 TR1051
 TR1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FN)
 TR1051'ON THE S PORTION OF THE EVERETT WATERFRONT, ABOUT 2000 FT. SW OF
 TR1051'THE GREAT NORTHERN RAILWAY PASSENGER STATION, AT THE PULP DIVISION
 TR1051'OF THE WEYERHAEUSER TIMBER COMPANY, A TALL CONCRETE STACK, THE
 TR1051'ONLY PROMINENT STACK IN THE VICINITY.  THE STACK WAS NOTED DURING
 TR1051'THE COURSE OF SHORELINE INSPECTION, AND WAS NOT REVISITED TO
 TR1051'VERIFY THE LETTERING MENTIONED IN THE EARLIER DESCRIPTION.
 TR1051
 TR1051                          STATION RECOVERY (1960)
 TR1051
 TR1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1051'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE
 TR1051'FOLLOWING EXCEPTIONS--THE STACK IS LOCATED AT THE WEYERHAEUSER
 TR1051'COMPANY, LUMBER DIVISION MILL B.  A GREY WATER TANK IS 300 YARDS
 TR1051'WEST OF THE STACK.  THE COMPANY ENGINEER VERIFIED THE FACT THAT
 TR1051'THIS IS THE STACK LOCATED IN 1941.
 TR1051
 TR1051                          STATION RECOVERY (1968)
 TR1051
 TR1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 TR1051'STATION IS THE CENTER OF THE EASTERN AND TALLER ONE OF TWO LARGE
 TR1051'CONCRETE STACKS AT THE WEYERHAEUSER COMPANY, LUMBER DIVISION MILL
 TR1051'B, IN THE NORTHERN PART OF EVERETT, 0.2 MILE SOUTHEAST OF THE
 TR1051'INTERSTATE HIGHWAY 5 BRIDGE OVER THE SNOHOMISH RIVER, AND ON THE
 TR1051'SOUTH SIDE OF THE RIVER.  THIS STACK IS ABOUT 30 YARDS EAST OF A
 TR1051'SHORTER, THICKER STACK AND ABOUT 100 YARDS SOUTHEAST OF AN
 TR1051'ELEVATED GREY, STEEL TANK.
 TR1051
 TR1051                          STATION RECOVERY (1972)
 TR1051
 TR1051'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 TR1051'RECOVERED BY JONES ASSOC.
 TR1051'
 TR1051'RECOVERED IN GOOD CONDITION.
 TR1051
 TR1051                          STATION RECOVERY (1979)
 TR1051
 TR1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TR1051'THE STATION WAS RECOVERED AS DESCRIBED IN 1941.
 TR1051
 TR1051                          STATION RECOVERY (1988)
 TR1051
 TR1051'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 TR1051'MARK NOT FOUND.
 TR1051
 TR1051                          STATION RECOVERY (1988)
 TR1051
 TR1051'RECOVERY NOTE BY US POWER SQUADRON 1988 (FEH)
 TR1051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5356 ***********************************************************************
 SY5356  DESIGNATION -  EVERGREEN
 SY5356  PID         -  SY5356
 SY5356  STATE/COUNTY-  WA/KITSAP
 SY5356  USGS QUAD   -  BREMERTON WEST (1981)
 SY5356
 SY5356                         *CURRENT SURVEY CONTROL
 SY5356  ___________________________________________________________________
 SY5356* NAD 83(1991)-  47 34 32.61680(N)    122 37 42.56600(W)     ADJUSTED  
 SY5356* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5356  ___________________________________________________________________
 SY5356  LAPLACE CORR-         -14.09  (seconds)                    DEFLEC99
 SY5356  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY5356
 SY5356  HORZ ORDER  -  SECOND
 SY5356
 SY5356.The horizontal coordinates were established by classical geodetic methods
 SY5356.and adjusted by the National Geodetic Survey in December 1991..
 SY5356
 SY5356.The orthometric height was scaled from a topographic map.
 SY5356
 SY5356.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5356
 SY5356.The geoid height was determined by GEOID03.
 SY5356
 SY5356;                    North         East     Units Scale Factor Converg.
 SY5356;SPC WA N     -    65,585.662   364,955.096   MT  0.99998673   -1 20 11.5
 SY5356;SPC WA N     -   215,175.63  1,197,356.84   sFT  0.99998673   -1 20 11.5
 SY5356;UTM  10      - 5,269,212.645   527,939.375   MT  0.99960959   +0 16 27.3
 SY5356
 SY5356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5356!SPC WA N     -   1.00000292  x   0.99998673  =   0.99998965
 SY5356!UTM  10      -   1.00000292  x   0.99960959  =   0.99961251
 SY5356
 SY5356:                Primary Azimuth Mark                     Grid Az
 SY5356:SPC WA N     -  MAIN                                     004 32 39.6
 SY5356:UTM  10      -  MAIN                                     002 56 00.8
 SY5356
 SY5356|---------------------------------------------------------------------|
 SY5356| PID    Reference Object                     Distance      Geod. Az  |
 SY5356|                                                           dddmmss.s |
 SY5356| SY5350 MAIN                                APPROX. 0.5 KM 0031228.1 |
 SY5356| SY5242 MANETTE BRIDGE REAR RNG BEACON      486.329 METERS 0223104.0 |
 SY5356| SY5252 RANGE                               441.642 METERS 0561832.2 |
 SY5356| SY5256 SQUARE WEST COURSE F RNG BCN        414.774 METERS 0651652.2 |
 SY5356| SY5264 DIAMOND WEST COURSE R RNG BCN       467.987 METERS 0711458.3 |
 SY5356| SY5212 MANETTE SCHOOL WEATHERVANE          APPROX. 1.3 KM 1060644.7 |
 SY5356| SY5303 MANETTE CHURCH STEEPLE              APPROX. 1.2 KM 1094933.8 |
 SY5356| SY5244 STANDARD OIL DOCK NW COR LIGHT      369.691 METERS 13339     |
 SY5356| SY5243 OIL                                 376.661 METERS 13929     |
 SY5356| CF6605 EVERGREEN RM 2                        4.552 METERS 15525     |
 SY5356| SY5354 EVERGREEN PARK PAVILION SPIRE        37.624 METERS 16418     |
 SY5356| SY5367 GRAVEL                              249.189 METERS 32341     |
 SY5356| CF6604 EVERGREEN RM 1                       10.174 METERS 33108     |
 SY5356|---------------------------------------------------------------------|
 SY5356
 SY5356                          SUPERSEDED SURVEY CONTROL
 SY5356
 SY5356  NAD 83(1986)-  47 34 32.61121(N)    122 37 42.57275(W) AD(       ) 2
 SY5356  NAD 27      -  47 34 33.26700(N)    122 37 38.09400(W) AD(       ) 2
 SY5356
 SY5356.Superseded values are not recommended for survey control.
 SY5356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5356.See file dsdata.txt to determine how the superseded data were derived.
 SY5356
 SY5356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2793969213(NAD 83)
 SY5356_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5356
 SY5356  HISTORY     - Date     Condition        Report By
 SY5356  HISTORY     - 1935     MONUMENTED       CGS
 SY5356  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY5356  HISTORY     - 1976     SEE DESCRIPTION  WA0180
 SY5356  HISTORY     - 1977     SEE DESCRIPTION  NGS
 SY5356
 SY5356                          STATION DESCRIPTION
 SY5356
 SY5356'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5356'LOCATED IN PUGET SOUND AT BREMERTON, ON THE W SHORE OF PORT
 SY5356'WASHINGTON NARROWS TO DYES INLET, 1/2 MILE NW OF ENATAI HIGHWAY
 SY5356'(MANETTE) BRIDGE, IN THE NW CORNER OF EVERGREEN PARK AND NW OF A
 SY5356'WOODEN PAVILION IN THE PARK ON THE SHORE LINE.  THE STATION IS 4
 SY5356'METERS BACK OF HIGH-WATER LINE 1 FOOT N OF THE N FENCE OF THE
 SY5356'PARK AND 22.5 METERS E, MEASURED ALONG THE N FENCE, FROM THE END
 SY5356'OF A CONCRETE BULKHEAD BUILT ALONG THE WATER SIDE OF NO.710
 SY5356'PARK AVENUE AND ENDING AT THE W FENCE LINE OF THE PARK.
 SY5356'
 SY5356'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5356'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY5356'
 SY5356'REFERENCE MARK NO.1 IS 4 METERS BACK OF HIGH-WATER LINE, 1 FOOT N
 SY5356'OF THE N FENCE OF THE PARK AND 12.3 METERS E OF THE END OF THE
 SY5356'CONCRETE BULKHEAD MEASURED ALONG THE N FENCE.
 SY5356'
 SY5356'REFERENCE MARK NO.2 IS 4 METERS BACK OF HIGH-WATER LINE, 1 FOOT N
 SY5356'OF THE N FENCE OF THE PARK AND 27.0 METERS E OF THE END OF THE
 SY5356'CONCRETE BULKHEAD MEASURED ALONG THE N FENCE.
 SY5356
 SY5356                          STATION RECOVERY (1965)
 SY5356
 SY5356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5356'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED.
 SY5356'
 SY5356'THE STATION IS NEAR THE NORTHEAST CORNER OF EVERGREEN PARK, ON
 SY5356'THE WESTERN EDGE OF THE GRAVEL STRIP WHICH RUNS NORTH ALONG THE
 SY5356'WATERS EDGE FROM THE PARKING AREA NORTH OF THE BREMERTON MEMORIAL
 SY5356'SWIMMING POOL.  THE MARK IS ABOUT 50 YARDS NORTH OF THE PARKING
 SY5356'AREA, 71 FEET EAST OF THE EAST EDGE OF A BLACKTOP ROAD WHICH GOES
 SY5356'SOUTH FROM THE END OF PARK DRIVE, 70 FEET SOUTH OF THE SOUTHERN
 SY5356'CORNER OF THE CONCRETE BULKHEAD AT 710 PARK DRIVE, 5.8 FEET
 SY5356'EAST OF THE NORTHEAST CORNER OF A 5 X 7 FOOT CONCRETE SLAB
 SY5356'WHICH SUPPORTS A PARK BENCH, AND ON A LINE WITH THE NORTH
 SY5356'EDGE OF THIS CONCRETE SLAB.  MARK PROJECTS 1 INCH.
 SY5356'
 SY5356'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND, 36.5 FEET SOUTH OF
 SY5356'THE SOUTH CORNER OF THE CONCRETE BULKHEAD, 33 FEET NORTH OF THE
 SY5356'NORTHEAST CORNER OF THE 5 X 7 FOOT CONCRETE SLAB AND 12.5 FEET
 SY5356'NORTHEAST OF A WOODEN LIGHT POLE.
 SY5356'
 SY5356'REFERENCE MARK NO. 2 IS 10 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 SY5356'OF THE 5 X 7 FOOT CONCRETE SLAB AND 6.5 FEET EAST OF A 14-INCH TREE.
 SY5356
 SY5356                          STATION RECOVERY (1976)
 SY5356
 SY5356'RECOVERY NOTE BY CITY OF BREMERTON WASHINGTON 1976 (TWS)
 SY5356'STATION AND RM-1 DESTROYED BY CONSTRUCTION AND PAVING OF PARKING
 SY5356'FACILITIES ABOUT 1971.  CONCRETE BASES FOUND, BRONZE DISCS
 SY5356'GONE.  CONCRETE FRACTURED AND DISPLACED AT STA AND RM-1.  RM-2
 SY5356'NOT UNCOVERED BUT PARK CARETAKER ADVISES THAT IT WAS ALSO
 SY5356'DISTURBED.  NO SUB SURFACE STATION EVIDENT AT DEPTHS OF 6 FT
 SY5356'(2.5 FT BELOW BASE OF SURFACE MON.)
 SY5356'
 SY5356'RECOVERED ALL CONCRETE MONS (STA AND RM-1) EXCAVATED AN ADDITIONAL
 SY5356'2-1/2 FT FOR SUBSURFACE MONS. (NO INDICATION OF ONE).  CONCRETE
 SY5356'FRACTURED AND OBVIOUSLY DISPLACED IN BOTH CASES.
 SY5356
 SY5356                          STATION RECOVERY (1977)
 SY5356
 SY5356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SY5356'THE STATION MARK AND BOTH REFERENCE MARKS WERE DESTROYED WHEN THE
 SY5356'GRAVEL STRIP ALONG THE WATERS EDGE IN EVERGREEN PARK WAS
 SY5356'BLACKTOPPED, ABOUT 1971.  THE CITY OF BREMERTON, ENGINEERING
 SY5356'DEPARTMENT DUG THROUGH THE BLACKTOP AND FOUND THE CONCRETE POST
 SY5356'WITH THE DISKS GONE, FOR THE STATION MARK AND REFERENCE MARK
 SY5356'NO. 1.  REFERENCE MARK NO. 2 WAS NOT DUG UP, BUT THE PARK
 SY5356'CARETAKER ADVISES THAT IT WAS ALSO DISTURBED.  AN UNDERGROUND MARK
 SY5356'WAS ALSO DUG FOR, BUT NONE WAS FOUND AND THE ORIGINAL
 SY5356'DESCRIPTION MAKES NO MENTION OF AN UNDERGROUND MARK BEING
 SY5356'SET.
 SY5356'
 SY5356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY5356'IN BREMERTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1567 ***********************************************************************
 SW1567  DESIGNATION -  EVERGREEN
 SW1567  PID         -  SW1567
 SW1567  STATE/COUNTY-  WA/GRANT
 SW1567  USGS QUAD   -  EVERGREEN RIDGE (1966)
 SW1567
 SW1567                         *CURRENT SURVEY CONTROL
 SW1567  ___________________________________________________________________
 SW1567* NAD 83(1991)-  47 06 45.17489(N)    119 58 31.20425(W)     ADJUSTED  
 SW1567* NAVD 88     -       444.8    (meters)    1459.     (feet)  VERTCON   
 SW1567  ___________________________________________________________________
 SW1567  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 SW1567  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SW1567
 SW1567  HORZ ORDER  -  SECOND
 SW1567
 SW1567.The horizontal coordinates were established by classical geodetic methods
 SW1567.and adjusted by the National Geodetic Survey in December 1991..
 SW1567
 SW1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1567
 SW1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1567
 SW1567.The geoid height was determined by GEOID03.
 SW1567
 SW1567;                    North         East     Units Scale Factor Converg.
 SW1567;SPC WA S     -   197,897.200   539,818.078   MT  0.99995698   +0 22 52.0
 SW1567;SPC WA S     -   649,267.73  1,771,053.14   sFT  0.99995698   +0 22 52.0
 SW1567;SPC WA N     -    12,876.690   565,123.619   MT  1.00009475   +0 38 19.7
 SW1567;SPC WA N     -    42,246.27  1,854,076.41   sFT  1.00009475   +0 38 19.7
 SW1567;UTM  11      - 5,221,967.318   274,281.295   MT  1.00022621   -2 10 51.3
 SW1567;UTM  10      - 5,222,111.013   729,460.864   MT  1.00024715   +2 13 01.6
 SW1567
 SW1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1567!SPC WA S     -   0.99993350  x   0.99995698  =   0.99989048
 SW1567!SPC WA N     -   0.99993350  x   1.00009475  =   1.00002824
 SW1567!UTM  11      -   0.99993350  x   1.00022621  =   1.00015969
 SW1567!UTM  10      -   0.99993350  x   1.00024715  =   1.00018063
 SW1567
 SW1567:                Primary Azimuth Mark                     Grid Az
 SW1567:SPC WA S     -  SEATTLE SPOKANE AIRWAY BCN 11            039 02 46.5
 SW1567:SPC WA N     -  SEATTLE SPOKANE AIRWAY BCN 11            038 47 18.8
 SW1567:UTM  11      -  SEATTLE SPOKANE AIRWAY BCN 11            041 36 29.8
 SW1567:UTM  10      -  SEATTLE SPOKANE AIRWAY BCN 11            037 12 36.9
 SW1567
 SW1567|---------------------------------------------------------------------|
 SW1567| PID    Reference Object                     Distance      Geod. Az  |
 SW1567|                                                           dddmmss.s |
 SW1567| SW1573 SEATTLE SPOKANE AIRWAY BCN 11       APPROX. 6.9 KM 0392538.5 |
 SW1567| CF1415 EVERGREEN RM 1                        8.967 METERS 07954     |
 SW1567| SW1571 BURKE CHURCH CUPOLA                 APPROX. 7.9 KM 1102909.6 |
 SW1567| CF1414 EVERGREEN AZ MK 2                                  1582833.3 |
 SW1567| CF1416 EVERGREEN RM 2                        8.844 METERS 17258     |
 SW1567| CF1413 EVERGREEN AZ MK                                    1952803.4 |
 SW1567|---------------------------------------------------------------------|
 SW1567
 SW1567                          SUPERSEDED SURVEY CONTROL
 SW1567
 SW1567  NAD 83(1986)-  47 06 45.18283(N)    119 58 31.19104(W) AD(       ) 2
 SW1567  NAD 27      -  47 06 45.71100(N)    119 58 26.99800(W) AD(       ) 2
 SW1567  NGVD 29 (07/19/86)  443.7    (m)         1456.     (f) VERT ANG       
 SW1567
 SW1567.Superseded values are not recommended for survey control.
 SW1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1567.See file dsdata.txt to determine how the superseded data were derived.
 SW1567
 SW1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN7428121967(NAD 83)
 SW1567_MARKER: DS = TRIANGULATION STATION DISK
 SW1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1567
 SW1567  HISTORY     - Date     Condition        Report By
 SW1567  HISTORY     - 1948     MONUMENTED       CGS
 SW1567  HISTORY     - 1966     GOOD             CGS
 SW1567  HISTORY     - 1967     GOOD             CGS
 SW1567  HISTORY     - 1977     SEE DESCRIPTION  NGS
 SW1567
 SW1567                          STATION DESCRIPTION
 SW1567
 SW1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SW1567'STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF THE COLUMBIA
 SW1567'RIVER, 10.0 MILES SOUTH-SOUTHWEST OF QUINCY, 1.75 MILES NORTH OF
 SW1567'BURKE, AND ABOUT 2.5 MILES NORTHWEST OF THE ORIGINAL SITE OF THE
 SW1567'EVERGREEN SCHOOL.  IT IS ON THE SUMMIT OF A ROUND, FLAT TOPPED,
 SW1567'SAGE COVERED HILL.
 SW1567'
 SW1567'STATION IS REACHED AS FOLLOWS--FROM QUINCY GO SOUTH ON STATE
 SW1567'HIGHWAY 7 FOR 11.1 MILES TO CHURCH ON THE WEST SIDE OF
 SW1567'HIGHWAY.  FROM THE CHURCH GO WEST, ON GRAVEL ROAD FOR 3.2 MILES TO
 SW1567'CATTLE GUARD.  PASS THROUGH CATTLE GUARD AND FOLLOW ROAD NORTH
 SW1567'ALONG POWERLINE FOR 2.0 MILES TO GATE.  (AZIMUTH MARK IS 0.2 MILE
 SW1567'SOUTH OF GATE IN FENCE LINE ON THE EAST SIDE OF ROAD.) PASS
 SW1567'THROUGH GATE AND GO 0.8 MILE TO CREST OF RIDGE.  TURN RIGHT,
 SW1567'EAST, AND GO CROSS-COUNTRY FOR 0.2 MILE TO HIGHEST PART OF SAGE
 SW1567'COVERED HILL AND STATION.
 SW1567'
 SW1567'STATION, STAMPED EVERGREEN 1948, IS A STANDARD USC AND GS BRONZE
 SW1567'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 SW1567'PROJECTS ABOUT 4 INCHES.  IT IS ON THE HIGHEST PART OF A SAGE
 SW1567'COVERED HILL.
 SW1567'
 SW1567'AZIMUTH MARK, STAMPED EVERGREEN 1948 IS A STANDARD USC AND GS
 SW1567'BRONZE AZIMUTH MARK DISK SET IN THE TOP OF A 10 INCH SQUARE
 SW1567'CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE THE
 SW1567'GROUND.  IT IS 16.5 FEET EAST OF SECTION LINE ROAD, AND 2.0
 SW1567'FT. EAST OF A NORTH-SOUTH FENCE.
 SW1567'
 SW1567'R. M. 1, STAMPED EVERGREEN NO 1 1948, IS A STANDARD USC AND GS
 SW1567'BRONZE REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH SQUARE
 SW1567'CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES.  IT IS ABOUT THE
 SW1567'SAME ELEVATION AS THE STATION.
 SW1567'
 SW1567'R. M. 2, STAMPED EVERGREEN NO 2 1948 IS A STANDARD USC AND GS
 SW1567'BRONZE REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH SQUARE
 SW1567'CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES AND IS ABOUT 1
 SW1567'FT. LOWER THAN THE STATION.
 SW1567
 SW1567                          STATION RECOVERY (1966)
 SW1567
 SW1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SW1567'THE STATION IS IN SECTION 25, T 19N, R 23E, ABOUT 6 MILES
 SW1567'WEST-NORTHWEST OF GEORGE, 1-3/4 MILES NORTH OF BASE LINE ROAD,
 SW1567'1-1/4 MILES EAST OF THE COLUMBIA RIVER, 0.1 MILE WEST OF A STEEL
 SW1567'TOWER POWER LINE AND ON AN EAST-WEST RIDGE WHICH DROPS OFF TO THE
 SW1567'SOUTH AT THE STATION SITE.
 SW1567'
 SW1567'THE STATION MARK, STAMPED EVERGREEN 1948, IS A STANDARD DISK SET
 SW1567'IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS
 SW1567'175 YARDS NORTHWEST OF AND ABOUT 10 FEET HIGHER THAN THE BASE OF A
 SW1567'TWO-LEGGED, GUYED, STEEL POWER LINE TOWER WHICH SETS IN THE BOTTOM
 SW1567'OF A WIDE DRAW, (NEXT TOWER TO THE NORTH IS ABOUT LEVEL WITH THE
 SW1567'STATION).
 SW1567'
 SW1567'REFERENCE MARK NO. 1, STAMPED EVERGREEN NO 1 1948, IS A STANDARD
 SW1567'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES AND IS
 SW1567'ABOUT 6 INCHES LOWER THAN THE STATION MARK.
 SW1567'
 SW1567'REFERENCE MARK NO. 2, STAMPED EVERGREEN NO 2 1948, IS A STANDARD
 SW1567'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SW1567'ON THE SOUTHERN SLOPE OF THE RIDGE AND ABOUT 1 FOOT BELOW THE
 SW1567'STATION.
 SW1567'
 SW1567'THE AZIMUTH MARK WAS NOT FOUND, BUT COULD PROBABLY BE LOCATED BY
 SW1567'TURNING THE ANGLE TO IT FROM THE REFERENCE MARKS.
 SW1567'
 SW1567'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND THE
 SW1567'BEVERLY-BURKE ROAD (ABOUT 1 MILE WEST OF GEORGE) BY GOING NORTH
 SW1567'ON THE BEVERLY-BURKE ROAD FOR 1.0 MILE, TURN LEFT AND GO WEST ON
 SW1567'BASE LINE ROAD FOR 3.0 MILES, TURN RIGHT AND GO NORTH ON U-NW FOR
 SW1567'1.0 MILE, TURN LEFT AND GO WEST FOR 1.7 MILES TO A STEEL TOWER
 SW1567'POWER LINE WHICH CROSSES THE ROAD, TURN RIGHT AND GO NORTH ON
 SW1567'THE TRACK ROAD ALONG THE POWER LINE FOR 0.2 MILE TO A
 SW1567'FOUR-LEGGED TOWER (MOST OF THE TOWERS ALONG THIS LINE ARE
 SW1567'TWO-LEGGED GUYED TOWERS), CONTINUE NORTH ALONG POWER LINE FOR
 SW1567'0.5 MILE TO THE SECOND TWO-LEGGED, GUYED TOWER.  THIS TOWER
 SW1567'SETS IN A WIDE DRAW, AND THE STATION IS ON THE SUMMIT OF THE
 SW1567'RIDGE, 175 YARDS NORTHWEST OF THIS TOWER.  A TRUCK CAN
 SW1567'BE DRIVEN TO THE STATION.
 SW1567
 SW1567                          STATION RECOVERY (1967)
 SW1567
 SW1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW1567'PREVIOUS DESCRIPTION IS ON PAGE 32 OF BOOK NO. 972.
 SW1567'
 SW1567'THE STATION MARK AND REFERENCE MARK NO. 1 AND REFERENCE MARK
 SW1567'NO. 2 WERE RECOVERED IN GOOD CONDITION, THE AZIMUTH MARK WAS NOT
 SW1567'FOUND ALTHOUGH THE ANGLE WAS TURNED TO IT FROM THE REFERENCE MARK
 SW1567'AND A THOROUGH SEARCH MADE.  A NEW AZIMUTH MARK WAS ESTABLISHED A
 SW1567'COMPLETE DESCRIPTION FOLLOWS--
 SW1567'
 SW1567'THE STATION IS IN SECTION 25, T 19 N, R 23 E, ABOUT 6 MILES
 SW1567'WEST-NORTHWEST OF GEORGE, 1-3/4 MILES NORTH OF BASE LINE ROAD,
 SW1567'1-1/4 MILES EAST OF THE COLUMBIA RIVER, 0.1 MILE WEST OF A STEEL
 SW1567'TOWER POWER LINE AND ON THE EAST-WEST RIDGE WHICH DROPS OFF TO THE
 SW1567'SOUTH AT THE STATION SITE.
 SW1567'
 SW1567'THE STATION MARK, STAMPED EVERGREEN 1948, IS A STANDARD DISK SET
 SW1567'IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS
 SW1567'175 YARDS NORTHWEST OF AND ABOUT 10 FEET HIGHER THAN THE BASE OF
 SW1567'A TWO-LEGGED, GUYED, STEEL POWER LINE TOWER WHICH SETS IN THE
 SW1567'BOTTOM OF A WIDE DRAW, (NEXT TOWER TO THE NORTH IS ABOUT LEVEL
 SW1567'WITH THE STATION), 155 YARDS WEST OF THE HIGH TENSION POWER LINE
 SW1567'AND THERE IS AN 8 FOOT OBSERVING STAND OVER A 1 INCH PIPE ABOUT
 SW1567'117 YARDS WEST-SOUTHWEST OF THE STATION.  A METAL WITNESS POST
 SW1567'WAS SET 1 FOOT NORTH OF THE STATION MARK.
 SW1567'
 SW1567'REFERENCE MARK NO. 1, STAMPED EVERGREEN NO 1 1948, IS A STANDARD
 SW1567'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES AND IS
 SW1567'ABOUT 6 INCHES LOWER THAN THE STATION MARK.
 SW1567'
 SW1567'REFERENCE MARK NO. 2, STAMPED EVERGREEN NO 2 1948, IS A STANDARD
 SW1567'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SW1567'ON THE SOUTHERN SLOPE OF THE RIDGE AND ABOUT 1 FOOT LOWER THAN
 SW1567'THE STATION.
 SW1567'
 SW1567'THE AZIMUTH MARK, STAMPED EVERGREEN 1948 AZ 2 1967, IS A STANDARD
 SW1567'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SW1567'13 FEET EAST OF THE CENTER OF A TRACK ROAD, 4.0 FEET NORTHEAST OF
 SW1567'THE WEST LEG OF GUYED POWER LINE TOWER NUMBER 73 AND 1 FOOT NORTH
 SW1567'OF A METAL WITNESS POST.
 SW1567'
 SW1567'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND THE
 SW1567'BEVERLY-BURKE ROAD (ABOUT 1 MILE WEST OF GEORGE) GO NORTH ON THE
 SW1567'BEVERLY-BURKE ROAD FOR 1.0 MILE, TURN LEFT AND GO WEST ON BASE
 SW1567'LINE ROAD FOR 3.0 MILES, TURN RIGHT AND GO NORTH ON U-NW FOR
 SW1567'1.0 MILE, TURN LEFT AND GO WEST FOR 1.7 MILES TO A STEEL TOWER
 SW1567'POWER LINE WHICH CROSSES THE ROAD, TURN RIGHT AND GO NORTH ON
 SW1567'THE TRACK ROAD ALONG THE POWER LINE FOR 0.45 MILE TO POWER TOWER
 SW1567'NUMBER 73 AND THE AZIMUTH MARK, CONTINUE NORTH ON THE TRACK
 SW1567'ROAD FOR 0.25 MILE TO POWER TOWER NUMBER 74 WHICH SETS IN A
 SW1567'WIDE DRAW LEAVE THE ROAD AND GO NORTHWESTERLY ACROSS COUNTRY
 SW1567'FOR 175 YARDS TO THE WESTERN EDGE OF THE SUMMIT AND THE
 SW1567'STATION.
 SW1567
 SW1567                          STATION RECOVERY (1977)
 SW1567
 SW1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SW1567'THE STATION MARK AND BOTH REFERENCE MARKS WERE DESTROYED WHEN THE
 SW1567'GRAVEL STRIP ALONG THE WATERS EDGE IN EVERGREEN PARK WAS
 SW1567'BLACKTOPPED, ABOUT 1971.  THE CITY OF BREMERTON, ENGINEERING
 SW1567'DEPARTMENT DUG THROUGH THE BLACKTOP AND FOUND THE CONCRETE POST
 SW1567'WITH THE DISKS GONE, FOR THE STATION MARK AND REFERENCE MARK
 SW1567'NO. 1.  REFERENCE MARK NO. 2 WAS NOT DUG UP, BUT THE PARK
 SW1567'CARETAKER ADVISES THAT IT WAS ALSO DISTURBED.  AN UNDERGROUND
 SW1567'MARK WAS ALSO DUG FOR, BUT NONE WAS FOUND AND THE ORIGINAL
 SW1567'DESCRIPTION MAKES NO MENTION OF AN UNDERGROUND MARK BEING SET.
 SW1567'
 SW1567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SW1567'IN BREMERTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0793 ***********************************************************************
 SW0793  DESIGNATION -  EVERGREEN AZ
 SW0793  PID         -  SW0793
 SW0793  STATE/COUNTY-  WA/GRANT
 SW0793  USGS QUAD   -  EVERGREEN RIDGE (1966)
 SW0793
 SW0793                         *CURRENT SURVEY CONTROL
 SW0793  ___________________________________________________________________
 SW0793* NAD 83(1986)-  47 06 32.     (N)    119 58 41.     (W)     SCALED    
 SW0793* NAVD 88     -       424.991  (meters)    1394.32   (feet)  ADJUSTED  
 SW0793  ___________________________________________________________________
 SW0793  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SW0793  DYNAMIC HT  -         425.025 (meters)    1394.44  (feet)  COMP
 SW0793  MODELED GRAV-     980,680.3   (mgal)                       NAVD 88
 SW0793
 SW0793  VERT ORDER  -  SECOND    CLASS 0
 SW0793
 SW0793.The horizontal coordinates were scaled from a topographic map and have
 SW0793.an estimated accuracy of +/- 6 seconds.
 SW0793
 SW0793.The orthometric height was determined by differential leveling
 SW0793.and adjusted by the National Geodetic Survey in June 1991..
 SW0793
 SW0793.The geoid height was determined by GEOID03.
 SW0793
 SW0793.The dynamic height is computed by dividing the NAVD 88
 SW0793.geopotential number by the normal gravity value computed on the
 SW0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0793.degrees latitude (g = 980.6199 gals.).
 SW0793
 SW0793.The modeled gravity was interpolated from observed gravity values.
 SW0793
 SW0793;                    North         East    Units  Estimated Accuracy
 SW0793;SPC WA S     -   197,490.      539,610.      MT  (+/- 180 meters Scaled)
 SW0793
 SW0793                          SUPERSEDED SURVEY CONTROL
 SW0793
 SW0793  NGVD 29 (??/??/92)  423.865  (m)         1390.63   (f) ADJ UNCH    2 0
 SW0793
 SW0793.Superseded values are not recommended for survey control.
 SW0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0793.See file dsdata.txt to determine how the superseded data were derived.
 SW0793
 SW0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN740215(NAD 83)
 SW0793_MARKER: DZ = AZIMUTH MARK DISK
 SW0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0793_STAMPING: EVERGREEN 1948
 SW0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0793+STABILITY: SURFACE MOTION
 SW0793
 SW0793  HISTORY     - Date     Condition        Report By
 SW0793  HISTORY     - 1948     MONUMENTED       CGS
 SW0793  HISTORY     - 1959     GOOD             NGS
 SW0793  HISTORY     - 1967     MARK NOT FOUND   NGS
 SW0793
 SW0793                          STATION DESCRIPTION
 SW0793
 SW0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SW0793'17.6 MI SW FROM QUINCY.
 SW0793'11.1 MILES SOUTH ALONG STATE HIGHWAY 7 FROM QUINCY TO THE BASE LINE
 SW0793'ROAD, THENCE 6.2 MILES WEST ON GRAVEL ROAD TO A NORTH-SOUTH FENCE
 SW0793'LINE, THENCE 0.3 MILE NORTH ALONG THE WEST SIDE OF THE FENCE LINE,
 SW0793'16.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.0 FEET EAST OF THE
 SW0793'FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 SW0793
 SW0793                          STATION RECOVERY (1967)
 SW0793
 SW0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SW0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1225 ***********************************************************************
 SX1225  DESIGNATION -  EVERGREEN LOOKOUT
 SX1225  PID         -  SX1225
 SX1225  STATE/COUNTY-  WA/SNOHOMISH
 SX1225  USGS QUAD   -  EVERGREEN MTN (1982)
 SX1225
 SX1225                         *CURRENT SURVEY CONTROL
 SX1225  ___________________________________________________________________
 SX1225* NAD 83(1991)-  47 50 11.30186(N)    121 15 50.17769(W)     ADJUSTED  
 SX1225* NAVD 88     -                                                        
 SX1225  ___________________________________________________________________
 SX1225  LAPLACE CORR-          16.37  (seconds)                    DEFLEC99
 SX1225  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 SX1225
 SX1225  HORZ ORDER  -  THIRD
 SX1225
 SX1225.The horizontal coordinates were established by classical geodetic methods
 SX1225.and adjusted by the National Geodetic Survey in December 1991..
 SX1225
 SX1225
 SX1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1225
 SX1225.The geoid height was determined by GEOID03.
 SX1225
 SX1225;                    North         East     Units Scale Factor Converg.
 SX1225;SPC WA N     -    93,090.703   467,766.179   MT  0.99995426   -0 19 14.1
 SX1225;SPC WA N     -   305,415.08  1,534,662.87   sFT  0.99995426   -0 19 14.1
 SX1225;UTM  10      - 5,299,584.158   629,909.188   MT  0.99980738   +1 17 13.2
 SX1225
 SX1225                          SUPERSEDED SURVEY CONTROL
 SX1225
 SX1225  NAD 83(1986)-  47 50 11.29792(N)    121 15 50.18003(W) AD(       ) 4
 SX1225  NAD 27      -  47 50 11.91900(N)    121 15 45.81000(W) AD(       ) 3
 SX1225
 SX1225.Superseded values are not recommended for survey control.
 SX1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1225.See file dsdata.txt to determine how the superseded data were derived.
 SX1225
 SX1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT2990999584(NAD 83)
 SX1225
 SX1225  HISTORY     - Date     Condition        Report By
 SX1225  HISTORY     - 1936     MONUMENTED       WAGS
 SX1225  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SX1225
 SX1225                          STATION DESCRIPTION
 SX1225
 SX1225'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1225'STATION IS IN THE SE PORTION OF SNOHOMISH COUNTY, ABOUT 4 MILES
 SX1225'N AND 6 MILES W OF THE COUNTY LINES, BETWEEN RAPID RIVER AND
 SX1225'BECKLER RIVER, THE CENTER OF THE LOOKOUT HOUSE ATOP EVERGREEN
 SX1225'MOUNTAIN.
 SX1225
 SX1225                          STATION RECOVERY (1950)
 SX1225
 SX1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SX1225'THE STATION IS LOCATED ON THE SUMMIT OF EVERGREEN MOUNTAIN.  IT
 SX1225'IS IN THE SNOQUALMIE NATIONAL FOREST, ABOUT 10 MILES AIRLINE
 SX1225'NORTH-NORTHEAST OF SKYKOMISH, ABOUT 13-1/2 MILES AIRLINE EAST OF
 SX1225'INDEX, AND ABOUT 9-1/2 MILES AIRLINE NORTH-NORTHWEST OF SCENIC.
 SX1225'
 SX1225'THE STATION IS A WOODEN BUILDING THAT IS ABOUT 14 FEET SQUARE AND
 SX1225'HAS A V-TYPE ROOF.  THE BUILDING IS ABOUT 12 FEET TALL AND SITS
 SX1225'ON THE GROUND.  THE OBJECT THAT WAS INTERSECTED IS THE CENTER OF
 SX1225'THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1295 ***********************************************************************
 SV1295  CBN         -  This is a Cooperative Base Network Control Station.
 SV1295  DESIGNATION -  EWAN
 SV1295  PID         -  SV1295
 SV1295  STATE/COUNTY-  WA/WHITMAN
 SV1295  USGS QUAD   -  TEXAS LAKE (1964)
 SV1295
 SV1295                         *CURRENT SURVEY CONTROL
 SV1295  ___________________________________________________________________
 SV1295* NAD 83(1998)-  47 06 41.61819(N)    117 48 44.08069(W)     ADJUSTED  
 SV1295* NAVD 88     -       562.35   (+/-2cm)    1845.0    (feet)  VERTCON   
 SV1295  ___________________________________________________________________
 SV1295  X           -  -2,029,127.600 (meters)                     COMP
 SV1295  Y           -  -3,846,590.146 (meters)                     COMP
 SV1295  Z           -   4,650,612.308 (meters)                     COMP
 SV1295  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 SV1295  ELLIP HEIGHT-         543.12  (meters)          (07/03/01) GPS OBS
 SV1295  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 SV1295
 SV1295  HORZ ORDER  -  B
 SV1295  VERT ORDER  -  THIRD ? (See Below)
 SV1295  ELLP ORDER  -  FIFTH     CLASS I
 SV1295
 SV1295.The horizontal coordinates were established by GPS observations
 SV1295.and adjusted by the National Geodetic Survey in July 2001..
 SV1295.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1295.DATUM ITEM on the data sheet items page.
 SV1295
 SV1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1295.The vertical order pertains to the NGVD 29 superseded value.
 SV1295
 SV1295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1295
 SV1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1295
 SV1295.The ellipsoidal height was determined by GPS observations
 SV1295.and is referenced to NAD 83.
 SV1295
 SV1295.The geoid height was determined by GEOID03.
 SV1295
 SV1295;                    North         East     Units Scale Factor Converg.
 SV1295;SPC WA S     -   201,130.037   703,945.748   MT  0.99995682   +1 57 08.5
 SV1295;SPC WA S     -   659,874.13  2,309,528.67   sFT  0.99995682   +1 57 08.5
 SV1295;UTM  11      - 5,217,881.596   438,377.435   MT  0.99964667   -0 35 42.5
 SV1295
 SV1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1295!SPC WA S     -   0.99991487  x   0.99995682  =   0.99987170
 SV1295!UTM  11      -   0.99991487  x   0.99964667  =   0.99956157
 SV1295
 SV1295:                Primary Azimuth Mark                     Grid Az
 SV1295:SPC WA S     -  EWAN AZ MK                               069 50 35.6
 SV1295:UTM  11      -  EWAN AZ MK                               072 23 26.6
 SV1295
 SV1295|---------------------------------------------------------------------|
 SV1295| PID    Reference Object                     Distance      Geod. Az  |
 SV1295|                                                           dddmmss.s |
 SV1295| CF1417 EWAN AZ MK                                         0714744.1 |
 SV1295| SV1742 EWAN RM 1                            27.753 METERS 16620     |
 SV1295| SV1743 EWAN RM 2                            14.994 METERS 25558     |
 SV1295|---------------------------------------------------------------------|
 SV1295
 SV1295                          SUPERSEDED SURVEY CONTROL
 SV1295
 SV1295  NAD 83(1991)-  47 06 41.61754(N)    117 48 44.08188(W) AD(       ) B
 SV1295  ELLIP H (05/29/91)  543.19   (m)                       GP(       ) 4 1
 SV1295  NAD 83(1986)-  47 06 41.62898(N)    117 48 44.06930(W) AD(       ) 3
 SV1295  NAD 27      -  47 06 42.03400(N)    117 48 40.29000(W) AD(       ) 3
 SV1295  NGVD 29 (07/19/86)  561.26   (m)         1841.4    (f) LEVELING    3  
 SV1295
 SV1295.Superseded values are not recommended for survey control.
 SV1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1295.See file dsdata.txt to determine how the superseded data were derived.
 SV1295
 SV1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN3837717882(NAD 83)
 SV1295_MARKER: DS = TRIANGULATION STATION DISK
 SV1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1295_SP_SET: CONCRETE POST
 SV1295_STAMPING: EWAN 1949
 SV1295_MARK LOGO: CGS   
 SV1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1295+STABILITY: SURFACE MOTION
 SV1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1295+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1991
 SV1295
 SV1295  HISTORY     - Date     Condition        Report By
 SV1295  HISTORY     - 1949     MONUMENTED       CGS
 SV1295  HISTORY     - 1949     GOOD             CGS
 SV1295  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SV1295  HISTORY     - 19900116 GOOD             NGS
 SV1295  HISTORY     - 19910117 GOOD
 SV1295
 SV1295                          STATION DESCRIPTION
 SV1295
 SV1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WRH)
 SV1295'THE STATION IS LOCATED ALONG THE NORTH SIDE OF STATE HIGHWAY 11C
 SV1295'AND AT THE SOUTHEAST BASE OF A GROUP OF ROLLING HILLS, ABOUT 10
 SV1295'MILES NORTH OF WINONA, ABOUT 9 MILES SOUTHEAST OF LAMONT AND ABOUT
 SV1295'4 MILES WEST SOUTHWEST OF EWAN.
 SV1295'
 SV1295'TO REACH FROM THE RAILROAD DEPOT IN EWAN, GO EAST, ON STATE
 SV1295'HIGHWAY 11C, FOR 2.9 MILES TO THE AZIMUTH MARK ON LEFT SIDE OF
 SV1295'HIGHWAY.  CONTINUE EAST, ON STATE HIGHWAY 11C, FOR 1.0 MILE TO THE
 SV1295'STATION.
 SV1295'
 SV1295'THE STATION MARK IS A STANDARD DISK, STAMPED EWAN 1949, SET INTO A
 SV1295'12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.  IT
 SV1295'IS LOCATED 44 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 11C,
 SV1295'ABOUT 6 FEET SOUTH SOUTHEAST OF THE BARB WIRE FENCE AND POWERLINE
 SV1295'POLE NO. Y-48.
 SV1295'
 SV1295'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EWAN NO 1 1949, SET
 SV1295'INTO A DRILL HOLE IN A FLAT TOP BOULDER 3 FEET SQUARE WHICH
 SV1295'PROJECTS ABOUT 6 INCHES AND IS ABOUT 8 FEET LOWER THAN THE STATION.
 SV1295'IT IS LOCATED 48 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 11C.
 SV1295'
 SV1295'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EWAN 2 1949, SET INTO A
 SV1295'12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES AND IS
 SV1295'ABOUT THE SAME ELEVATION AS THE STATION.
 SV1295'
 SV1295'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EWAN 1949, SET INTO A
 SV1295'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES.
 SV1295'IT IS LOCATED ALONG THE SOUTH SIDE OF STATE HIGHWAY 11C AND ON A
 SV1295'SMALL RISE WHERE THE HIGHWAY GOES THROUGH A ROCKY CUT, ABOUT 45
 SV1295'FEET SOUTH SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 11C AND
 SV1295'ABOUT 6 FEET NORTH NORTHWEST OF THE BARB WIRE FENCE.
 SV1295
 SV1295                          STATION RECOVERY (1949)
 SV1295
 SV1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 SV1295'RECOVERED IN GOOD CONDITION.
 SV1295
 SV1295                          STATION RECOVERY (1969)
 SV1295
 SV1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 SV1295'THE STATION MARK, THE AZIMUTH MARK AND BOTH REFERENCE MARKS WERE
 SV1295'RECOVERED IN GOOD CONDITION.  THE HORIZONTAL DISTANCE TO REFERENCE
 SV1295'MARK NO. 1 WAS FOUND TO BE 27.753 METERS INSTEAD OF 28.140 METERS.
 SV1295'THE LATTER MAY BE A MARK TO MARK MEASUREMENT, SINCE THERE IS ABOUT
 SV1295'3.3 METERS DIFFERENCE IN ELEVATION.  A COMPLETE NEW DESCRIPTION
 SV1295'FOLLOWS--
 SV1295'
 SV1295'THE STATION IS ABOUT 15 MILES SOUTH-SOUTHEAST OF SPRAGUE, 4 MILES
 SV1295'WEST OF EWAN, AT THE POINT WHERE STATE HIGHWAY 23 STARTS TO CURVE TO
 SV1295'A NORTHERLY DIRECTION AND NEAR THE LINE BETWEEN SECTIONS 29 AND 30, T
 SV1295'19 N, R 40 E.
 SV1295'
 SV1295'TO REACH FROM THE RAILROAD OVERPASS AT THE WEST EDGE OF EWAN, GO
 SV1295'WEST ON STATE HIGHWAY 23 FOR 3.0 MILES TO THE WEST END OF A SMALL
 SV1295'ROCK CUT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST 1.1 MILES
 SV1295'TO THE STATION ON THE RIGHT, 112 YARDS WEST OF A SIDE ROAD SOUTH.
 SV1295'
 SV1295'THE STATION MARK, STAMPED EWAN 1949, IS A STANDARD DISK SET IN A
 SV1295'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES, AT THE EASTERN END OF
 SV1295'A 4-FOOT HIGH BANK ALONG THE NORTH SIDE OF THE ROAD, 45 FEET NORTH
 SV1295'OF AND 6 FEET HIGHER THAN THE CENTER OF THE ROAD, 5 FEET SOUTH OF
 SV1295'POWER POLE NO. 32 10 16 1/2, 4 FEET EAST OF A PROJECTED NORTH-SOUTH
 SV1295'FENCE LINE AND 4 FEET SOUTH OF A METAL WITNESS POST.
 SV1295'
 SV1295'REFERENCE MARK NO. 1, STAMPED EWAN NO 1 1949, IS A STANDARD DISK
 SV1295'SET IN A BEDROCK OUTCROP AT THE NORTH EDGE OF A CLUSTER OF OUTCROPS,
 SV1295'46 FEET SOUTH OF AND 4 FEET LOWER THAN THE CENTER OF THE ROAD, 14
 SV1295'FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH OF A WIRE FENCE.
 SV1295'
 SV1295'REFERENCE MARK NO. 2, STAMPED EWAN NO 2 1949, IS A STANDARD DISK
 SV1295'SET IN CONCRETE AT THE EDGE OF A 2-FOOT BANK, 2 FEET SOUTH OF THE
 SV1295'SOUTH EDGE OF A CULTIVATED FIELD AND THIS BANK BURIES THE MARK TO A
 SV1295'DEPTH OF ABOUT 1 FOOT.  MARK IS 49 FEET NORTH OF THE CENTER OF THE
 SV1295'ROAD, 10 FEET WEST OF THE LOWER END OF A POWER POLE GUY WIRE AND 1
 SV1295'FOOT SOUTH OF A WIRE FENCE.
 SV1295'
 SV1295'THE AZIMUTH MARK, STAMPED EWAN 1949, IS A STANDARD DISK SET IN
 SV1295'OUTCROPPING BEDROCK FLUSH WITH THE GROUND, AT THE POINT WHERE THE
 SV1295'ROAD CROSSES THE SUMMIT OF A SMALL RISE, 44 FEET SOUTH OF AND 4 FEET
 SV1295'HIGHER THAN THE CENTER OF STATE HIGHWAY 23, 30 FEET EAST OF A
 SV1295'FENCE CORNER, 16 FEET EAST OF THE WEST EDGE OF THE ROCKY SUMMIT AND
 SV1295'6 FEET NORTH OF A FENCE LINE.
 SV1295
 SV1295                          STATION RECOVERY (1990)
 SV1295
 SV1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SV1295'THE STATION IS LOCATED ABOUT 48.3 KM (30.0 MI) SOUTHWEST OF LATAH,
 SV1295'48.3 KM (30.0 MI) EAST OF RITZVILLE, 35.4 KM (22.0 MI) NORTH OF
 SV1295'DUSTY, 24.1 KM (15.0 MI) SOUTHEAST OF SPRAGUE, 6.4 KM (4.0 MI) WEST
 SV1295'OF EWAN, NEAR THE LINE BETWEEN SECTIONS 29 AND 30, T9N, R 40E AND ON
 SV1295'HIGHWAY RIGHT-OF-WAY.
 SV1295'TO REACH FROM THE BRIDGE ON STATE ROUTE 23 IN THE SETTLEMENT OF EWAN,
 SV1295'WESTERLY ON STATE ROUTE 23 FOR 6.92 KM (4.30 MI) TO THE STATION ON
 SV1295'THE RIGHT AT A POINT WHERE THE HIGHWAY TURNS NORTH.
 SV1295'THE MARK IS SET IN THE TOP OF A SQUARE COPNCRETE MONUMENT THAT IS
 SV1295'FLUSH WITH THE GROUND SUERFACE.  IT IS 112 M (367.5 FT) WEST OF A
 SV1295'SIDE ROAD LEADING SOUTH, 13.7 M (44.9 FT) NORTH OF THE CENTER OF
 SV1295'STATE ROUTE 23, 1.2 M (3.9 FT) SOUTH OF A WITNESS POST, 0.9 M
 SV1295'(3.0 FT) NORTH OF A WITNESS POST AND AT THE EAST END OF A 1.8 M
 SV1295'(5.9 FT) HIGH BANK.
 SV1295
 SV1295                          STATION RECOVERY (1991)
 SV1295
 SV1295'RECOVERED 1991
 SV1295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4177 ***********************************************************************
 SY4177  DESIGNATION -  EWING
 SY4177  PID         -  SY4177
 SY4177  STATE/COUNTY-  WA/KING
 SY4177  USGS QUAD   -  
 SY4177
 SY4177                         *CURRENT SURVEY CONTROL
 SY4177  ___________________________________________________________________
 SY4177* NAD 83(1991)-  47 39 08.26985(N)    122 21 38.84121(W)     ADJUSTED  
 SY4177* NAVD 88     -         6.3    (meters)      21.     (feet)  VERTCON   
 SY4177  ___________________________________________________________________
 SY4177  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 SY4177  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY4177
 SY4177  HORZ ORDER  -  THIRD
 SY4177
 SY4177.The horizontal coordinates were established by classical geodetic methods
 SY4177.and adjusted by the National Geodetic Survey in December 1991..
 SY4177
 SY4177.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4177
 SY4177.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4177
 SY4177.The geoid height was determined by GEOID03.
 SY4177
 SY4177;                    North         East     Units Scale Factor Converg.
 SY4177;SPC WA N     -    73,662.375   385,259.639   MT  0.99997507   -1 08 14.0
 SY4177;SPC WA N     -   241,673.98  1,263,972.67   sFT  0.99997507   -1 08 14.0
 SY4177;UTM  10      - 5,277,853.574   548,001.675   MT  0.99962831   +0 28 20.8
 SY4177
 SY4177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4177!SPC WA N     -   1.00000273  x   0.99997507  =   0.99997780
 SY4177!UTM  10      -   1.00000273  x   0.99962831  =   0.99963104
 SY4177
 SY4177:                Primary Azimuth Mark                     Grid Az
 SY4177:SPC WA N     -  FE 1                                     317 29 24.3
 SY4177:UTM  10      -  FE 1                                     315 52 49.5
 SY4177
 SY4177|---------------------------------------------------------------------|
 SY4177| PID    Reference Object                     Distance      Geod. Az  |
 SY4177|                                                           dddmmss.s |
 SY4177| SY4178 FE 1                                APPROX. 0.7 KM 3162110.3 |
 SY4177|---------------------------------------------------------------------|
 SY4177
 SY4177                          SUPERSEDED SURVEY CONTROL
 SY4177
 SY4177  NAD 83(1986)-  47 39 08.26358(N)    122 21 38.84626(W) AD(       ) 3
 SY4177  NAD 27      -  47 39 08.91173(N)    122 21 34.39108(W) AD(       ) 3
 SY4177  NGVD 29 (07/19/86)    5.2    (m)           17.     (f) VERT ANG       
 SY4177
 SY4177.Superseded values are not recommended for survey control.
 SY4177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4177.See file dsdata.txt to determine how the superseded data were derived.
 SY4177
 SY4177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4800277854(NAD 83)
 SY4177_MARKER: DD = SURVEY DISK
 SY4177_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SY4177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4177+STABILITY: SURFACE MOTION
 SY4177
 SY4177  HISTORY     - Date     Condition        Report By
 SY4177  HISTORY     - 1977     MONUMENTED       NOS
 SY4177  HISTORY     - 20011124 GOOD             USPSQD
 SY4177
 SY4177                          STATION DESCRIPTION
 SY4177
 SY4177'DESCRIBED BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY4177'THE STATION IS LOCATED IN THE CITY OF SEATTLE, ALONG THE
 SY4177'SOUTH SHORE OF THE LAKE WASHINGTON SHIP CANAL, ABOUT 43
 SY4177'METERS NORTH OF THE CENTERLINE INTERSECTION OF WEST EWING
 SY4177'STREET AND THIRD AVENUE WEST.
 SY4177'
 SY4177'THE STATION IS A NATIONAL OCEAN SURVEY DISK,
 SY4177'STAMPED---EWING 1977---SET INTO A DRILL HOLE IN THE TOP OF
 SY4177'A CONCRETE BULKHEAD, ON LINE WITH THE EAST CURB OF THIRD
 SY4177'AVENUE WEST, 72 FEET SOUTHEAST OF A WIRE FENCE OVER THE
 SY4177'BULKHEAD, 64 FEET NORTHWEST OF THE NORTHWEST LEG OF A
 SY4177'LARGE POWER TRANSMISSION TOWER AND ABOUT 3 FEET ABOVE THE
 SY4177'WATER SURFACE OF THE CANAL.
 SY4177'
 SY4177'NO OTHER MARKS WERE SET.
 SY4177
 SY4177                          STATION RECOVERY (2001)
 SY4177
 SY4177'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4177' 
 SY4177' 
 SY4177' 
 SY4177' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2167 ***********************************************************************
 TR2167  DESIGNATION -  EWING
 TR2167  PID         -  TR2167
 TR2167  STATE/COUNTY-  WA/SAN JUAN
 TR2167  USGS QUAD   -  SUCIA ISLAND (1994)
 TR2167
 TR2167                         *CURRENT SURVEY CONTROL
 TR2167  ___________________________________________________________________
 TR2167* NAD 83(1991)-  48 45 47.93525(N)    122 52 38.17943(W)     ADJUSTED  
 TR2167* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 TR2167  ___________________________________________________________________
 TR2167  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 TR2167  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 TR2167
 TR2167  HORZ ORDER  -  SECOND
 TR2167
 TR2167.The horizontal coordinates were established by classical geodetic methods
 TR2167.and adjusted by the National Geodetic Survey in December 1991..
 TR2167
 TR2167.The orthometric height was scaled from a topographic map.
 TR2167
 TR2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2167
 TR2167.The geoid height was determined by GEOID03.
 TR2167
 TR2167;                    North         East     Units Scale Factor Converg.
 TR2167;SPC WA N     -   198,052.942   349,750.764   MT  1.00000578   -1 31 18.3
 TR2167;SPC WA N     -   649,778.69  1,147,473.96   sFT  1.00000578   -1 31 18.3
 TR2167;UTM  10      - 5,401,152.478   509,019.087   MT  0.99960100   +0 05 32.2
 TR2167
 TR2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2167!SPC WA N     -   1.00000197  x   1.00000578  =   1.00000775
 TR2167!UTM  10      -   1.00000197  x   0.99960100  =   0.99960297
 TR2167
 TR2167:                Primary Azimuth Mark                     Grid Az
 TR2167:SPC WA N     -  MIG                                      099 15 34.3
 TR2167:UTM  10      -  MIG                                      097 38 43.8
 TR2167
 TR2167|---------------------------------------------------------------------|
 TR2167| PID    Reference Object                     Distance      Geod. Az  |
 TR2167|                                                           dddmmss.s |
 TR2167| TR1977 MIG                                 APPROX.12.0 KM 0974416.0 |
 TR2167| CF8694 EWING RM 1                           11.850 METERS 17411     |
 TR2167| CF8695 EWING RM 2                           12.917 METERS 25902     |
 TR2167|---------------------------------------------------------------------|
 TR2167
 TR2167                          SUPERSEDED SURVEY CONTROL
 TR2167
 TR2167  NAD 83(1986)-  48 45 47.93504(N)    122 52 38.17838(W) AD(       ) 2
 TR2167  NAD 27      -  48 45 48.55800(N)    122 52 33.53200(W) AD(       ) 2
 TR2167
 TR2167.Superseded values are not recommended for survey control.
 TR2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2167.See file dsdata.txt to determine how the superseded data were derived.
 TR2167
 TR2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV0901901152(NAD 83)
 TR2167_MARKER: Z = SEE DESCRIPTION
 TR2167_SETTING: 0 = UNSPECIFIED SETTING
 TR2167
 TR2167  HISTORY     - Date     Condition        Report By
 TR2167  HISTORY     - 1941     MONUMENTED       CGS
 TR2167  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TR2167  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR2167  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TR2167  HISTORY     - 19950912 GOOD             USPSQD
 TR2167  HISTORY     - 20010331 GOOD             NGS
 TR2167
 TR2167                          STATION DESCRIPTION
 TR2167
 TR2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (CP)
 TR2167'IN THE SUCIA ISLAND GROUP AT THE S SIDE OF GEORGIA STRAIT, ON THE
 TR2167'E END OF EWING ISLAND, 63 METERS BACK FROM THE POINT, AT THE EDGE
 TR2167'OF THE BRUSH.  IN A LARGE TRIANGULAR-SHAPED ROCK OUTCROP.  A
 TR2167'STANDARD DISK SET IN CEMENT IN A DRILL HOLE STAMPED EWING
 TR2167'1941.  TWO SNAGS LIE E OF STATION.  ABOUT 30 FEET ABOVE HIGH
 TR2167'WATER.
 TR2167'
 TR2167'TWO REFERENCE MARKS SET IN CEMENT IN DRILL HOLES IN ROCK OUTCROP
 TR2167'AND STAMPED.
 TR2167
 TR2167                          STATION RECOVERY (1956)
 TR2167
 TR2167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KBJ)
 TR2167'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN
 TR2167'1941.  DIRECTIONS TAKEN TO THE REFERENCE MARKS WERE IN AGREEMENT
 TR2167'WITH THE ORIGINAL DATA.  A SMALL CHANGE WAS NOTED IN THE DISTANCES
 TR2167'TO THE REFERENCE MARKS.
 TR2167
 TR2167                          STATION RECOVERY (1973)
 TR2167
 TR2167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2167'STATION FOUND AS DESCRIBED, NEW ELEV ESTABLISHED.
 TR2167
 TR2167                          STATION RECOVERY (1975)
 TR2167
 TR2167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JAY)
 TR2167'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN 1941.
 TR2167'
 TR2167'LARGE TEEPEE WOOD STRUCTURE (HYDRO SIGNAL) BUILT OVER TRIANGULATION
 TR2167'MARK AT THIS TIME.  STRUCTURE 12 - 14 FT HIGH, ONLY THE FRAME WAS LEFT
 TR2167'STANDING.
 TR2167
 TR2167                          STATION RECOVERY (1995)
 TR2167
 TR2167'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR2167'RECOVERED IN GOOD CONDITION.
 TR2167
 TR2167                          STATION RECOVERY (2001)
 TR2167
 TR2167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2167'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5437 ***********************************************************************
 SY5437  DESIGNATION -  EX 1915
 SY5437  PID         -  SY5437
 SY5437  STATE/COUNTY-  WA/KITSAP
 SY5437  USGS QUAD   -  POULSBO (1981)
 SY5437
 SY5437                         *CURRENT SURVEY CONTROL
 SY5437  ___________________________________________________________________
 SY5437* NAD 83(1991)-  47 44 25.37980(N)    122 39 18.04193(W)     ADJUSTED  
 SY5437* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY5437  ___________________________________________________________________
 SY5437  LAPLACE CORR-         -12.96  (seconds)                    DEFLEC99
 SY5437  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY5437
 SY5437  HORZ ORDER  -  THIRD
 SY5437
 SY5437.The horizontal coordinates were established by classical geodetic methods
 SY5437.and adjusted by the National Geodetic Survey in December 1991..
 SY5437
 SY5437.The orthometric height was scaled from a topographic map.
 SY5437
 SY5437.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5437
 SY5437.The geoid height was determined by GEOID03.
 SY5437
 SY5437;                    North         East     Units Scale Factor Converg.
 SY5437;SPC WA N     -    83,934.053   363,393.660   MT  0.99996384   -1 21 22.6
 SY5437;SPC WA N     -   275,373.64  1,192,234.03   sFT  0.99996384   -1 21 22.6
 SY5437;UTM  10      - 5,287,503.187   525,863.415   MT  0.99960822   +0 15 19.2
 SY5437
 SY5437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5437!SPC WA N     -   1.00000337  x   0.99996384  =   0.99996721
 SY5437!UTM  10      -   1.00000337  x   0.99960822  =   0.99961159
 SY5437
 SY5437                          SUPERSEDED SURVEY CONTROL
 SY5437
 SY5437  NAD 83(1986)-  47 44 25.37600(N)    122 39 18.04727(W) AD(       ) 3
 SY5437  NAD 27      -  47 44 26.02400(N)    122 39 13.51900(W) AD(       ) 3
 SY5437
 SY5437.Superseded values are not recommended for survey control.
 SY5437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5437.See file dsdata.txt to determine how the superseded data were derived.
 SY5437
 SY5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2586387503(NAD 83)
 SY5437_MARKER: Z = SEE DESCRIPTION
 SY5437_SETTING: 0 = UNSPECIFIED SETTING
 SY5437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY5437
 SY5437  HISTORY     - Date     Condition        Report By
 SY5437  HISTORY     - 1915     MONUMENTED       CGS
 SY5437  HISTORY     - 1916     SEE DESCRIPTION  CGS
 SY5437  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5437  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY5437  HISTORY     - 20010806 MARK NOT FOUND   NGS
 SY5437  HISTORY     - 20010815 MARK NOT FOUND   NGS
 SY5437  HISTORY     - 20051020 MARK NOT FOUND   USPSQD
 SY5437
 SY5437                          STATION DESCRIPTION
 SY5437
 SY5437'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (FHH)
 SY5437'THIS STATION LIES ON THE E SIDE OF THE ROAD SKIRTING THE BAY, AT
 SY5437'A POINT WHERE THE SHORE LINE TURNS SHARPLY, NEAR THE HEAD OF THE
 SY5437'BAY.  THIS STATION WAS NOT OCCUPIED AND IS MARKED BY A REGULATION
 SY5437'C. AND G.S. COPPER STATION MARK SET IN A BLOCK OF CEMENT 1-FOOT
 SY5437'SQUARE, 3 FEET DEEP.  JUST BACK OF THE STATION, ACROSS THE ROAD
 SY5437'IS AN APPLE ORCHARD, ONE OF THE FEW IN THE VICINITY.  TO THE S 25
 SY5437'METERS AWAY IS A SMALL TRESTLE WHICH CARRIES THE ROAD OVER A
 SY5437'SMALL CREEK.  TWO REFERENCE MARKS WERE SET AS FOLLOWS--
 SY5437'
 SY5437'NO.1.  A REGULATION C. AND G.S. COPPER REFERENCE MARK SET IN A
 SY5437'CEMENT BLOCK 6 INCHES SQUARE AND 3 FEET DEEP, WITH ITS ARROW
 SY5437'POINTING TO THE STATION.  THE STATION IS E OF THIS MARK A DISTANCE
 SY5437'OF 8.11 METERS.
 SY5437'
 SY5437'NO.2.  A SIMILAR MARK SET IN A SIMILAR BLOCK OF CEMENT, WITH ITS
 SY5437'ARROW POINTING TO THE STATION.  THE STATION IS S OF THIS MARK A
 SY5437'DISTANCE OF 9.96 METERS.
 SY5437'
 SY5437'A PICKET FENCE RUNS 1 FOOT IN BACK OF EACH OF THESE REFERENCE
 SY5437'MARKS.
 SY5437
 SY5437                          STATION RECOVERY (1916)
 SY5437
 SY5437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY5437'RECOVERED AS DESCRIBED.
 SY5437
 SY5437                          STATION RECOVERY (1934)
 SY5437
 SY5437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5437'STATION DESTROYED IN CONSTRUCTION OF HIGHWAY.
 SY5437
 SY5437                          STATION RECOVERY (1955)
 SY5437
 SY5437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (FKT)
 SY5437'LETTER OF MR. FLOYD K. TROY, TOWN ENGINEER, POULSBO, WASHINGTON,
 SY5437'DATED MAY 19, 1955--
 SY5437'
 SY5437'STATION AND REFERENCES ARE GONE.  STUB OF REFERENCE MARK 1 FOUND,
 SY5437'BUT NO DISK.
 SY5437
 SY5437                          STATION RECOVERY (2001)
 SY5437
 SY5437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5437'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5437
 SY5437                          STATION RECOVERY (2001)
 SY5437
 SY5437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5437'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY5437
 SY5437                          STATION RECOVERY (2005)
 SY5437
 SY5437'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 SY5437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0210 ***********************************************************************
 SC0210  DESIGNATION -  EX 9
 SC0210  PID         -  SC0210
 SC0210  STATE/COUNTY-  WA/LEWIS
 SC0210  USGS QUAD   -  CENTRALIA (1993)
 SC0210
 SC0210                         *CURRENT SURVEY CONTROL
 SC0210  ___________________________________________________________________
 SC0210* NAD 83(1986)-  46 39 42.     (N)    122 58 08.     (W)     SCALED    
 SC0210* NAVD 88     -        57.642  (meters)     189.11   (feet)  ADJUSTED  
 SC0210  ___________________________________________________________________
 SC0210  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SC0210  DYNAMIC HT  -          57.649 (meters)     189.14  (feet)  COMP
 SC0210  MODELED GRAV-     980,731.8   (mgal)                       NAVD 88
 SC0210
 SC0210  VERT ORDER  -  FIRST     CLASS II
 SC0210
 SC0210.The horizontal coordinates were scaled from a topographic map and have
 SC0210.an estimated accuracy of +/- 6 seconds.
 SC0210
 SC0210.The orthometric height was determined by differential leveling
 SC0210.and adjusted by the National Geodetic Survey in June 1991..
 SC0210
 SC0210.The geoid height was determined by GEOID03.
 SC0210
 SC0210.The dynamic height is computed by dividing the NAVD 88
 SC0210.geopotential number by the normal gravity value computed on the
 SC0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0210.degrees latitude (g = 980.6199 gals.).
 SC0210
 SC0210.The modeled gravity was interpolated from observed gravity values.
 SC0210
 SC0210;                    North         East    Units  Estimated Accuracy
 SC0210;SPC WA S     -   150,600.      311,090.      MT  (+/- 180 meters Scaled)
 SC0210
 SC0210                          SUPERSEDED SURVEY CONTROL
 SC0210
 SC0210  NGVD 29 (05/16/90)   56.601  (m)          185.70   (f) ADJUSTED    1 2
 SC0210
 SC0210.Superseded values are not recommended for survey control.
 SC0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0210.See file dsdata.txt to determine how the superseded data were derived.
 SC0210
 SC0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES023675(NAD 83)
 SC0210_MARKER: DD = SURVEY DISK
 SC0210_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC0210+WITH SETTING: PAVEMENT
 SC0210_SP_SET: STEP
 SC0210_STAMPING: EX 9 1932 185.32
 SC0210_MARK LOGO: CGS   
 SC0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0210+STABILITY: SURFACE MOTION
 SC0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0210+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 SC0210
 SC0210  HISTORY     - Date     Condition        Report By
 SC0210  HISTORY     - 1932     MONUMENTED       CGS
 SC0210  HISTORY     - 1935     GOOD             NGS
 SC0210  HISTORY     - 1948     GOOD             NGS
 SC0210  HISTORY     - 1987     GOOD             NGS
 SC0210  HISTORY     - 20020912 GOOD             NGS
 SC0210
 SC0210                          STATION DESCRIPTION
 SC0210
 SC0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0210'IN CHEHALIS.
 SC0210'AT CHEHALIS, LEWIS COUNTY, AT THE SOUTH (MAIN) ENTRANCE TO THE NEW
 SC0210'(1935) COUNTY COURTHOUSE, AND IN THE TOP OF THE WEST END OF THE FIRST
 SC0210'CONCRETE STEP.  A STANDARD DISK, STAMPED 185.32 EX 9 1932.
 SC0210
 SC0210                          STATION RECOVERY (1948)
 SC0210
 SC0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 SC0210'RECOVERED IN GOOD CONDITION.
 SC0210
 SC0210                          STATION RECOVERY (1987)
 SC0210
 SC0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0210'RECOVERED IN GOOD CONDITION.
 SC0210
 SC0210                          STATION RECOVERY (2002)
 SC0210
 SC0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 SC0210'COURTHOUSE IS ON NORTH SIDE OF WEST MAIN ST. = ROUTE WA 6, BETWEEN
 SC0210'CHEHALIS AVE. AND NW PACIFIC AVE.  MAIN ENTRANCE TO COURHOUSE IS ON
 SC0210'NORTH SIDE (NW NORTH ST.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4215 ***********************************************************************
 SY4215  DESIGNATION -  EXCHANGE
 SY4215  PID         -  SY4215
 SY4215  STATE/COUNTY-  WA/KING
 SY4215  USGS QUAD   -  POVERTY BAY (1994)
 SY4215
 SY4215                         *CURRENT SURVEY CONTROL
 SY4215  ___________________________________________________________________
 SY4215* NAD 83(1991)-  47 36 14.44625(N)    122 20 06.23278(W)     ADJUSTED  
 SY4215* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SY4215  ___________________________________________________________________
 SY4215  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 SY4215  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY4215
 SY4215  HORZ ORDER  -  THIRD
 SY4215
 SY4215.The horizontal coordinates were established by classical geodetic methods
 SY4215.and adjusted by the National Geodetic Survey in December 1991..
 SY4215
 SY4215.The orthometric height was scaled from a topographic map.
 SY4215
 SY4215.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4215
 SY4215.The geoid height was determined by GEOID03.
 SY4215
 SY4215;                    North         East     Units Scale Factor Converg.
 SY4215;SPC WA N     -    68,257.079   387,087.035   MT  0.99998222   -1 07 05.1
 SY4215;SPC WA N     -   223,940.10  1,269,968.05   sFT  0.99998222   -1 07 05.1
 SY4215;UTM  10      - 5,272,503.603   549,979.470   MT  0.99963070   +0 29 27.8
 SY4215
 SY4215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4215!SPC WA N     -   1.00000166  x   0.99998222  =   0.99998388
 SY4215!UTM  10      -   1.00000166  x   0.99963070  =   0.99963236
 SY4215
 SY4215|---------------------------------------------------------------------|
 SY4215| PID    Reference Object                     Distance      Geod. Az  |
 SY4215|                                                           dddmmss.s |
 SY4215| CF6606 EXCHANGE RM 1                        31.740 METERS 06037     |
 SY4215| CF6607 EXCHANGE RM 2                         9.272 METERS 14840     |
 SY4215| CF6608 EXCHANGE RM 3                         4.766 METERS 24040     |
 SY4215| CF6609 EXCHANGE RM 4                         3.635 METERS 32845     |
 SY4215| SY3828 ENGINE RESET                        APPROX. 3.4 KM 3334527.8 |
 SY4215|---------------------------------------------------------------------|
 SY4215
 SY4215                          SUPERSEDED SURVEY CONTROL
 SY4215
 SY4215  NAD 83(1986)-  47 36 14.44015(N)    122 20 06.23848(W) AD(       ) 3
 SY4215  NAD 27      -  47 36 15.08700(N)    122 20 01.78600(W) AD(       ) 3
 SY4215
 SY4215.Superseded values are not recommended for survey control.
 SY4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4215.See file dsdata.txt to determine how the superseded data were derived.
 SY4215
 SY4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4997972504(NAD 83)
 SY4215
 SY4215  HISTORY     - Date     Condition        Report By
 SY4215  HISTORY     - 1934     MONUMENTED       CGS
 SY4215  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4215
 SY4215                          STATION DESCRIPTION
 SY4215
 SY4215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4215'THIS STATION IS AN X CUT IN ASPHALT ROOF DIRECTLY UNDER THE SPIRE OF
 SY4215'THE U.S. WEATHER BUREAUS ANEMOMETER TOWER ON THE HIGHEST ROOF OF
 SY4215'THE EXCHANGE BUILDING.
 SY4215'
 SY4215'THE REFERENCE MARKS ARE SET ON THE PARAPET WALLS.  ONE ON THE S WALL
 SY4215'IN RANGE WITH THE TOWER OF THE KING STREET DEPOT, AND ANOTHER ON
 SY4215'THE E WALL IN RANGE WITH THE ONLY TOWER VISIBLE OF ST. JAMES
 SY4215'CATHEDRAL, A THIRD ON THE W WALL AND A FOURTH ON THE N WALL.  NONE
 SY4215'OF THE REFERENCE MARKS ARE NUMBERED.
 SY4215
 SY4215                          STATION RECOVERY (1968)
 SY4215
 SY4215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4215'STATION WAS RECOVERED.  A COMPLETE DESCRIPTION FOLLOWS--
 SY4215'
 SY4215'THE STATION IS ON THE ROOF OF THE EXCHANGE BUILDING ON THE CORNER OF
 SY4215'2ND AVENUE AND MARION STREET, IN SEATTLE.  THE FOUR REFERENCE MARK
 SY4215'DISKS WERE FOUND IN GOOD CONDITION.  THE TOWER IS STILL IN PLACE
 SY4215'OVER THE STATION.  A SPOT UNDER THIS TOWER LOOKS LIKE THE FELT AND
 SY4215'TAR ROOF MAY HAVE BEEN PATCHED WITH CLOTH AND TAR.  FINDING THE
 SY4215'ORIGINAL CROSS CUT IN THE ROOF MIGHT BE DIFFICULT, BUT THE POINT
 SY4215'SHOULD BE EASY TO RE-ESTABLISH FROM THE FOUR REFERENCE MARKS WITH
 SY4215'THE INFORMATION GIVEN IN THE 1934 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1652 ***********************************************************************
 SX1652  DESIGNATION -  EXHIBIT G D 15D
 SX1652  PID         -  SX1652
 SX1652  STATE/COUNTY-  WA/DOUGLAS
 SX1652  USGS QUAD   -  ORONDO (1981)
 SX1652
 SX1652                         *CURRENT SURVEY CONTROL
 SX1652  ___________________________________________________________________
 SX1652* NAD 83(1998)-  47 36 27.07680(N)    120 13 34.79211(W)     ADJUSTED  
 SX1652* NAVD 88     -       218.6    (meters)     717.     (feet)  GPS OBS   
 SX1652  ___________________________________________________________________
 SX1652  X           -  -2,168,812.214 (meters)                     COMP
 SX1652  Y           -  -3,722,456.475 (meters)                     COMP
 SX1652  Z           -   4,687,713.026 (meters)                     COMP
 SX1652  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 SX1652  ELLIP HEIGHT-         199.42  (meters)          (07/05/01) GPS OBS
 SX1652  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 SX1652
 SX1652  HORZ ORDER  -  FIRST
 SX1652  ELLP ORDER  -  FOURTH    CLASS II
 SX1652
 SX1652.The horizontal coordinates were established by GPS observations
 SX1652.and adjusted by the National Geodetic Survey in July 2001..
 SX1652.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1652.DATUM ITEM on the data sheet items page.
 SX1652
 SX1652.The orthometric height was determined by GPS observations and a
 SX1652.high-resolution geoid model.
 SX1652
 SX1652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1652
 SX1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1652
 SX1652.The ellipsoidal height was determined by GPS observations
 SX1652.and is referenced to NAD 83.
 SX1652
 SX1652.The geoid height was determined by GEOID03.
 SX1652
 SX1652;                    North         East     Units Scale Factor Converg.
 SX1652;SPC WA N     -    67,725.420   545,638.947   MT  0.99998168   +0 27 06.9
 SX1652;SPC WA N     -   222,195.82  1,790,150.45   sFT  0.99998168   +0 27 06.9
 SX1652;UTM  10      - 5,276,407.251   708,460.333   MT  1.00013405   +2 02 57.2
 SX1652
 SX1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1652!SPC WA N     -   0.99996874  x   0.99998168  =   0.99995042
 SX1652!UTM  10      -   0.99996874  x   1.00013405  =   1.00010279
 SX1652
 SX1652                          SUPERSEDED SURVEY CONTROL
 SX1652
 SX1652  NAD 83(1991)-  47 36 27.07558(N)    120 13 34.79301(W) AD(       ) 1
 SX1652  ELLIP H (01/21/94)  199.54   (m)                       GP(       ) 4 1
 SX1652
 SX1652.Superseded values are not recommended for survey control.
 SX1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1652.See file dsdata.txt to determine how the superseded data were derived.
 SX1652
 SX1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT0846076407(NAD 83)
 SX1652_MARKER: DD = SURVEY DISK
 SX1652_SETTING: 80 = SET IN A BOULDER
 SX1652_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 SX1652_STAMPING: D-15D
 SX1652_MARK LOGO: CCPUD 
 SX1652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SX1652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1652+STABILITY: POSITION/ELEVATION WELL
 SX1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1652+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 SX1652
 SX1652  HISTORY     - Date     Condition        Report By
 SX1652  HISTORY     - 1992     MONUMENTED       FORSGN
 SX1652  HISTORY     - 19930504 GOOD             DCPW
 SX1652
 SX1652                          STATION DESCRIPTION
 SX1652
 SX1652'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1652'STATION IS APPROXIMATELY 1 MI (1.6 KM) SOUTH OF ORONDO, WA, 3.75 MI
 SX1652'(6.03 KM) SOUTH OF ENTIAT, WA, AND 7.5 MI (12.1 KM) WSW OF
 SX1652'WATERVILLE, WA, IN THE NE 1/4 OF SECTION 5, T24N, R21E, WM, DOUGLAS
 SX1652'COUNTY, WA.
 SX1652'TO REACH STATION FROM THE POST OFFICE IN ORONDO, WA DRIVE WEST ON
 SX1652'HIGHWAY 2 FOR 0.09 MI (0.14 KM) TO THE INTERSECTION OF HIGHWAY 97.
 SX1652'CONTINUE SOUTH ALONG HIGHWAY 97 FOR 1.14 MI (1.83 KM) TO STATION 40.0
 SX1652'FT (12.2 M) EAST OF CENTERLINE, NEAR THE NORTH END OF A SMALL POND,
 SX1652'AND 2 FT (0.6 M) EAST OF AN ORANGE CARSONITE WITNESS POST.
 SX1652'THE STATION IS A 3 INCH EXHIBIT G BRASS CAP STAMPED -D-15D- SET IN TO
 SX1652'THE TOP OF A 7 FT (2.1 M) BY 4 FT (1.2 M) BY 2.5 FT (0.8 M) PARTIALLY
 SX1652'EXPOSED BOULDER.
 SX1652'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1652'DESCRIBED BY KEVIN TAYLOR AND SCOTT HANSEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1653 ***********************************************************************
 SX1653  DESIGNATION -  EXHIBIT G D 28
 SX1653  PID         -  SX1653
 SX1653  STATE/COUNTY-  WA/DOUGLAS
 SX1653  USGS QUAD   -  ENTIAT (1987)
 SX1653
 SX1653                         *CURRENT SURVEY CONTROL
 SX1653  ___________________________________________________________________
 SX1653* NAD 83(1998)-  47 41 55.30735(N)    120 11 35.45172(W)     ADJUSTED  
 SX1653* NAVD 88     -       218.4    (meters)     717.     (feet)  GPS OBS   
 SX1653  ___________________________________________________________________
 SX1653  X           -  -2,162,889.984 (meters)                     COMP
 SX1653  Y           -  -3,717,234.605 (meters)                     COMP
 SX1653  Z           -   4,694,541.673 (meters)                     COMP
 SX1653  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 SX1653  ELLIP HEIGHT-         199.22  (meters)          (07/05/01) GPS OBS
 SX1653  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 SX1653
 SX1653  HORZ ORDER  -  FIRST
 SX1653  ELLP ORDER  -  FOURTH    CLASS II
 SX1653
 SX1653.The horizontal coordinates were established by GPS observations
 SX1653.and adjusted by the National Geodetic Survey in July 2001..
 SX1653.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1653.DATUM ITEM on the data sheet items page.
 SX1653
 SX1653.The orthometric height was determined by GPS observations and a
 SX1653.high-resolution geoid model.
 SX1653
 SX1653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1653
 SX1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1653
 SX1653.The ellipsoidal height was determined by GPS observations
 SX1653.and is referenced to NAD 83.
 SX1653
 SX1653.The geoid height was determined by GEOID03.
 SX1653
 SX1653;                    North         East     Units Scale Factor Converg.
 SX1653;SPC WA N     -    77,882.192   548,047.041   MT  0.99996887   +0 28 35.8
 SX1653;SPC WA N     -   255,518.49  1,798,051.00   sFT  0.99996887   +0 28 35.8
 SX1653;UTM  10      - 5,286,628.933   710,584.477   MT  1.00014497   +2 04 36.2
 SX1653
 SX1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1653!SPC WA N     -   0.99996878  x   0.99996887  =   0.99993765
 SX1653!UTM  10      -   0.99996878  x   1.00014497  =   1.00011374
 SX1653
 SX1653                          SUPERSEDED SURVEY CONTROL
 SX1653
 SX1653  NAD 83(1991)-  47 41 55.30617(N)    120 11 35.45254(W) AD(       ) 1
 SX1653  ELLIP H (01/21/94)  199.34   (m)                       GP(       ) 4 1
 SX1653
 SX1653.Superseded values are not recommended for survey control.
 SX1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1653.See file dsdata.txt to determine how the superseded data were derived.
 SX1653
 SX1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1058486629(NAD 83)
 SX1653_MARKER: DD = SURVEY DISK
 SX1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1653_SP_SET: CONCRETE POST
 SX1653_STAMPING: D-28
 SX1653_MARK LOGO: CCPUD 
 SX1653_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 SX1653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1653+STABILITY: POSITION/ELEVATION WELL
 SX1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1653+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 SX1653
 SX1653  HISTORY     - Date     Condition        Report By
 SX1653  HISTORY     - UNK      MONUMENTED       FORSGN
 SX1653  HISTORY     - 19930504 GOOD             DCPW
 SX1653
 SX1653                          STATION DESCRIPTION
 SX1653
 SX1653'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1653'THE STATION IS APPROXIMATELY 2.25 MI (3.62 KM) NNE OF ENTIAT, WA, 6.5
 SX1653'MI (10.5 KM) NW OF WATERVILLE, WA, AND 13 MI (20.9 KM) SW OF CHELAN,
 SX1653'WA, IN THE NW 1/4 OF SECTION 3, T25N, R21E, WM, DOUGLAS COUNTY, WA.
 SX1653'TO REACH STATION FROM THE POST OFFICE IN ORONDO, WA, DRIVE WEST ALONG
 SX1653'HIGHWAY 2 0.9 MI (1.4 KM) TO INTERSECTION OF HIGHWAY 97. CONTINUE
 SX1653'NORTH ALONG HIGHWAY 97 5.66 MI (9.11 KM) TO STATION APPROXIMATELY 40
 SX1653'FT (12.2 M) WEST OF CENTERLINE OF HIGHWAY 97, AT THE BASE OF THE
 SX1653'SHOULDER FILL, 64 FT (19.5 M) EAST OF THE CENTERLINE OF AN ABANDONED
 SX1653'STRIP OF ASPHALT HIGHWAY, AND 1 FT (0.3 M) WEST OF AN ORANGE
 SX1653'CARSONITE WITNESS POST.
 SX1653'THE STATION IS A 3 INCH EXHIBIT G BRASS CAP STAMPED -D-28- SET INTO
 SX1653'THE TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER 2.0 FT (0.6 M) DEEP,
 SX1653'AND FLUSH WITH GROUND. MONUMENT WAS REINFORCED WITH A MASS OF
 SX1653'CONCRETE BY DOUGLAS COUNTY PUBLIC WORKS.
 SX1653'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1653'DESCRIBED BY KEVIN TAYLOR AND SCOTT HANSEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1654 ***********************************************************************
 SX1654  DESIGNATION -  EXHIBIT G D 43
 SX1654  PID         -  SX1654
 SX1654  STATE/COUNTY-  WA/DOUGLAS
 SX1654  USGS QUAD   -  CHELAN (1987)
 SX1654
 SX1654                         *CURRENT SURVEY CONTROL
 SX1654  ___________________________________________________________________
 SX1654* NAD 83(1998)-  47 46 07.13891(N)    120 06 37.65270(W)     ADJUSTED  
 SX1654* NAVD 88     -       219.1    (meters)     719.     (feet)  GPS OBS   
 SX1654  ___________________________________________________________________
 SX1654  X           -  -2,154,633.594 (meters)                     COMP
 SX1654  Y           -  -3,715,374.678 (meters)                     COMP
 SX1654  Z           -   4,699,773.560 (meters)                     COMP
 SX1654  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 SX1654  ELLIP HEIGHT-         200.00  (meters)          (07/05/01) GPS OBS
 SX1654  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 SX1654
 SX1654  HORZ ORDER  -  FIRST
 SX1654  ELLP ORDER  -  FOURTH    CLASS II
 SX1654
 SX1654.The horizontal coordinates were established by GPS observations
 SX1654.and adjusted by the National Geodetic Survey in July 2001..
 SX1654.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1654.DATUM ITEM on the data sheet items page.
 SX1654
 SX1654.The orthometric height was determined by GPS observations and a
 SX1654.high-resolution geoid model.
 SX1654
 SX1654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1654
 SX1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1654
 SX1654.The ellipsoidal height was determined by GPS observations
 SX1654.and is referenced to NAD 83.
 SX1654
 SX1654.The geoid height was determined by GEOID03.
 SX1654
 SX1654;                    North         East     Units Scale Factor Converg.
 SX1654;SPC WA N     -    85,714.315   554,182.563   MT  0.99996073   +0 32 17.5
 SX1654;SPC WA N     -   281,214.38  1,818,180.63   sFT  0.99996073   +0 32 17.5
 SX1654;UTM  10      - 5,294,630.999   716,499.921   MT  1.00017601   +2 08 25.3
 SX1654
 SX1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1654!SPC WA N     -   0.99996865  x   0.99996073  =   0.99992939
 SX1654!UTM  10      -   0.99996865  x   1.00017601  =   1.00014466
 SX1654
 SX1654                          SUPERSEDED SURVEY CONTROL
 SX1654
 SX1654  NAD 83(1991)-  47 46 07.13775(N)    120 06 37.65335(W) AD(       ) 1
 SX1654  ELLIP H (01/21/94)  200.13   (m)                       GP(       ) 4 1
 SX1654
 SX1654.Superseded values are not recommended for survey control.
 SX1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1654.See file dsdata.txt to determine how the superseded data were derived.
 SX1654
 SX1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT1650094631(NAD 83)
 SX1654_MARKER: DD = SURVEY DISK
 SX1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1654_SP_SET: CONCRETE POST
 SX1654_STAMPING: D-43
 SX1654_MARK LOGO: CCPUD 
 SX1654_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 SX1654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1654+STABILITY: POSITION/ELEVATION WELL
 SX1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1654+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1993
 SX1654
 SX1654  HISTORY     - Date     Condition        Report By
 SX1654  HISTORY     - UNK      MONUMENTED       FORSGN
 SX1654  HISTORY     - 19930427 GOOD             DCPW
 SX1654
 SX1654                          STATION DESCRIPTION
 SX1654
 SX1654'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1654'THE STATION IS APPROXIMATELY 7 MI (11.3 KM) SW OF CHELAN, WA, 22 MI
 SX1654'(35.4 KM) WEST OF MANSFIELD, WA, AND 8 MI (12.9 KM) NNW OF
 SX1654'WATERVILLE, WA, IN THE NW 1/4 OF SECTION 8, T26N, R22E, WM, DOUGLAS
 SX1654'COUNTY, WA.
 SX1654'TO REACH STATION FROM THE POST OFFICE IN ORONDO, WA, DRIVE WEST ALONG
 SX1654'HIGHWAY 2 0.09 MI (0.14 KM) TO THE JUNCTION OF HIGHWAY 97. CONTINUE
 SX1654'NORTH ALONG HIGHWAY 97 13.45 MI (21.65 KM) TO THE INTERSECTION OF A
 SX1654'DIRT ROAD TO THE NORTH, 0.45 MI (0.72 KM) NORTH OF MILEPOST 226.
 SX1654'CONTINUE NORTH ALONG DIRT ROAD 0.1 MI (0.2 KM) WHERE IT TURNS SHARPLY
 SX1654'TO THE WEST AND CONTINUES ALONG THE COLUMBIA RIVER TO THE NORTH, AND
 SX1654'THE EDGE OF AN ORCHARD TO THE SOUTH. CONTINUE WEST ALONG DIRT ROAD
 SX1654'0.1 MI (0.2 KM) TO THE STATION 13 FT (4.0 M) NORTH OF THE CENTERLINE
 SX1654'OF THE ROAD, 15 FT (4.6 M) SOUTH OF THE EDGE OF THE RIVER, AND 0.6 FT
 SX1654'(0.2 M) S12W OF AN ORANGE CARSONITE WITNESS POST.
 SX1654'THE STATION IS A 3 INCH EXHIBIT G BRASS CAP STAMPED -D-43- SET IN THE
 SX1654'TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER, PROJECTING 0.1 FT
 SX1654'(0.0 M) ABOVE THE SURROUNDING DIRT SURFACE. MONUMENT WAS REINFORCED
 SX1654'WITH A MASS OF CONCRETE BY DOUGLAS COUNTY PUBLIC WORKS.
 SX1654'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1654'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1655 ***********************************************************************
 SX1655  DESIGNATION -  EXHIBIT G D 52
 SX1655  PID         -  SX1655
 SX1655  STATE/COUNTY-  WA/DOUGLAS
 SX1655  USGS QUAD   -  CHELAN (1987)
 SX1655
 SX1655                         *CURRENT SURVEY CONTROL
 SX1655  ___________________________________________________________________
 SX1655* NAD 83(1998)-  47 46 30.97877(N)    120 00 48.39396(W)     ADJUSTED  
 SX1655* NAVD 88     -       220.0    (meters)     722.     (feet)  GPS OBS   
 SX1655  ___________________________________________________________________
 SX1655  X           -  -2,148,066.984 (meters)                     COMP
 SX1655  Y           -  -3,718,546.050 (meters)                     COMP
 SX1655  Z           -   4,700,269.026 (meters)                     COMP
 SX1655  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 SX1655  ELLIP HEIGHT-         200.81  (meters)          (07/05/01) GPS OBS
 SX1655  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 SX1655
 SX1655  HORZ ORDER  -  FIRST
 SX1655  ELLP ORDER  -  FOURTH    CLASS II
 SX1655
 SX1655.The horizontal coordinates were established by GPS observations
 SX1655.and adjusted by the National Geodetic Survey in July 2001..
 SX1655.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1655.DATUM ITEM on the data sheet items page.
 SX1655
 SX1655.The orthometric height was determined by GPS observations and a
 SX1655.high-resolution geoid model.
 SX1655
 SX1655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1655
 SX1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1655
 SX1655.The ellipsoidal height was determined by GPS observations
 SX1655.and is referenced to NAD 83.
 SX1655
 SX1655.The geoid height was determined by GEOID03.
 SX1655
 SX1655;                    North         East     Units Scale Factor Converg.
 SX1655;SPC WA N     -    86,523.427   561,446.255   MT  0.99996004   +0 36 37.5
 SX1655;SPC WA N     -   283,868.94  1,842,011.59   sFT  0.99996004   +0 36 37.5
 SX1655;UTM  10      - 5,295,643.114   723,739.853   MT  1.00021519   +2 12 45.0
 SX1655;UTM  11      - 5,295,721.274   274,246.178   MT  1.00022631   -2 13 56.8
 SX1655
 SX1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1655!SPC WA N     -   0.99996853  x   0.99996004  =   0.99992857
 SX1655!UTM  10      -   0.99996853  x   1.00021519  =   1.00018371
 SX1655!UTM  11      -   0.99996853  x   1.00022631  =   1.00019483
 SX1655
 SX1655                          SUPERSEDED SURVEY CONTROL
 SX1655
 SX1655  NAD 83(1991)-  47 46 30.97759(N)    120 00 48.39455(W) AD(       ) 1
 SX1655  ELLIP H (01/21/94)  200.94   (m)                       GP(       ) 4 1
 SX1655
 SX1655.Superseded values are not recommended for survey control.
 SX1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1655.See file dsdata.txt to determine how the superseded data were derived.
 SX1655
 SX1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT2374095643(NAD 83)
 SX1655_MARKER: DD = SURVEY DISK
 SX1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1655_SP_SET: CONCRETE POST
 SX1655_STAMPING: D-52
 SX1655_MARK LOGO: CCPUD 
 SX1655_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 SX1655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1655+STABILITY: POSITION/ELEVATION WELL
 SX1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1655+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1993
 SX1655
 SX1655  HISTORY     - Date     Condition        Report By
 SX1655  HISTORY     - 1992     MONUMENTED       FORSGN
 SX1655  HISTORY     - 19930427 GOOD             DCPW
 SX1655
 SX1655                          STATION DESCRIPTION
 SX1655
 SX1655'DESCRIBED BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SX1655'THE STATION IS APPROXIMATELY 4 MI (6.4 KM) SOUTH OF CHELAN, WA, 12 MI
 SX1655'(19.3 KM) NE OF ENTIAT, WA, AND 17.5 MI (28.2 KM) WEST OF MANSFIELD,
 SX1655'WA, IN THE SE 1/4 OF SECTION 1, T26N, R22E, WM, DOUGLAS COUNTY, WA.
 SX1655'TO REACH STATION FROM THE POST OFFICE IN ORONDO, WA, DRIVE WEST ALONG
 SX1655'HIGHWAY 2 0.09 MI (0.14 KM) TO THE JUNCTION OF HIGHWAY 97. CONTINUE
 SX1655'NORTH ALONG HIGHWAY 97 18.2 MI (29.3 KM) TO THE STATION, 58 FT
 SX1655'(17.7 M) NORTH OF AND 10 FT (3.0 M) LOWER THAN THE CENTERLINE OF THE
 SX1655'HIGHWAY, AT THE BASE OF THE SHOULDER FILL, 80 EAST OF A LARGE
 SX1655'PULL-OUT ON THE NORTH SIDE OF THE HIGHWAY, 75 FT (22.9 M) SOUTH OF
 SX1655'THE EDGE OF THE COLUMBIA RIVER, 0.1 MI (0.2 KM) EAST OF MILEPOST 231,
 SX1655'AND 0.5 FT (0.2 M) NORTH OF AN ORANGE CARSONITE WITNESS POST.
 SX1655'THE STATION IS A 3 INCH EXHIBIT G BRASS CAP STAMPED -D-52- SET IN THE
 SX1655'TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER, FLUSH WITH THE
 SX1655'SURROUNDING DIRT SURFACE. MONUMENT WAS REINFORCED WITH A MASS OF
 SX1655'CONCRETE BY DOUGLAS COUNTY PUBLIC WORKS.
 SX1655'RECOMMENDED MEANS OF TRAVEL IS A 4 X 2.
 SX1655'DESCRIBED BY KEVIN TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1415 ***********************************************************************
 RB1415  DESIGNATION -  EXPANSION
 RB1415  PID         -  RB1415
 RB1415  STATE/COUNTY-  WA/BENTON
 RB1415  USGS QUAD   -  UMATILLA (1993)
 RB1415
 RB1415                         *CURRENT SURVEY CONTROL
 RB1415  ___________________________________________________________________
 RB1415* NAD 83(1991)-  45 57 33.78663(N)    119 19 16.76314(W)     ADJUSTED  
 RB1415* NAVD 88     -       310.96   (+/-2cm)    1020.2    (feet)  VERTCON   
 RB1415  ___________________________________________________________________
 RB1415  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 RB1415  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 RB1415
 RB1415  HORZ ORDER  -  FIRST
 RB1415  VERT ORDER  -  THIRD ? (See Below)
 RB1415
 RB1415.The horizontal coordinates were established by classical geodetic methods
 RB1415.and adjusted by the National Geodetic Survey in December 1991..
 RB1415
 RB1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB1415.The vertical order pertains to the NGVD 29 superseded value.
 RB1415
 RB1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 RB1415
 RB1415.The geoid height was determined by GEOID03.
 RB1415
 RB1415;                    North         East     Units Scale Factor Converg.
 RB1415;SPC WA S     -    70,268.474   591,365.189   MT  0.99997381   +0 51 22.3
 RB1415;SPC WA S     -   230,539.15  1,940,170.62   sFT  0.99997381   +0 51 22.3
 RB1415;SPC OR N     -   255,446.869 2,591,366.821   MT  0.99998993   +0 50 09.2
 RB1415;SPC OR N     -   838,080.28  8,501,859.65   iFT  0.99998993   +0 50 09.2
 RB1415;UTM  11      - 5,092,154.966   320,124.696   MT  0.99999777   -1 40 08.8
 RB1415
 RB1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RB1415!SPC WA S     -   0.99995465  x   0.99997381  =   0.99992846
 RB1415!SPC OR N     -   0.99995465  x   0.99998993  =   0.99994458
 RB1415!UTM  11      -   0.99995465  x   0.99999777  =   0.99995242
 RB1415
 RB1415:                Primary Azimuth Mark                     Grid Az
 RB1415:SPC WA S     -  JOHNSON BUTTE TV STA KEPR MAST           032 06 58.9
 RB1415:SPC OR N     -  JOHNSON BUTTE TV STA KEPR MAST           032 08 12.0
 RB1415:UTM  11      -  JOHNSON BUTTE TV STA KEPR MAST           034 38 30.0
 RB1415
 RB1415|---------------------------------------------------------------------|
 RB1415| PID    Reference Object                     Distance      Geod. Az  |
 RB1415|                                                           dddmmss.s |
 RB1415| SA2261 JOHNSON BUTTE TV STA KEPR MAST      APPROX.18.3 KM 0325821.2 |
 RB1415| RB1390 STANFIELD MUNICIPAL TANK            APPROX.21.4 KM 1580126.5 |
 RB1415| RB1420 HINKLE PGG GRAIN ELEVATOR           APPROX.17.1 KM 1725425.5 |
 RB1415| RB1422 HINKLE UPRR WATER TANK              APPROX.18.3 KM 1734224.4 |
 RB1415| RB1413 UMATILLA RAILROAD ELEVATED TK       APPROX. 4.3 KM 1870852.9 |
 RB1415| CF5260 EXPANSION RM 2                        6.434 METERS 19755     |
 RB1415| RB1426 UMATILLA ELEVATED WOOD TANK         APPROX.19.6 KM 2020456.2 |
 RB1415| RB1427 UMATILLA BLACK STACK                APPROX.18.4 KM 2041455.6 |
 RB1415| RB1429 UMATILLA ELEVATED TANK              APPROX.18.5 KM 2055353.3 |
 RB1415| RB1431 MESA                                APPROX. 9.1 KM 2552441.4 |
 RB1415| CF5259 EXPANSION RM 1                       13.317 METERS 27340     |
 RB1415|---------------------------------------------------------------------|
 RB1415
 RB1415                          SUPERSEDED SURVEY CONTROL
 RB1415
 RB1415  NAD 83(1991)-  45 57 33.78675(N)    119 19 16.76323(W) AD(       ) 1
 RB1415  NAD 83(1986)-  45 57 33.79353(N)    119 19 16.75750(W) AD(       ) 1
 RB1415  NAD 27      -  45 57 34.31927(N)    119 19 12.69601(W) AD(       ) 1
 RB1415  NGVD 29 (07/19/86)  309.94   (m)         1016.9    (f) LEVELING    3  
 RB1415
 RB1415.Superseded values are not recommended for survey control.
 RB1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1415.See file dsdata.txt to determine how the superseded data were derived.
 RB1415
 RB1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL2012592155(NAD 83)
 RB1415
 RB1415  HISTORY     - Date     Condition        Report By
 RB1415  HISTORY     - 1916     MONUMENTED       USGS
 RB1415  HISTORY     - 1925     SEE DESCRIPTION  CGS
 RB1415  HISTORY     - 1942     SEE DESCRIPTION  CGS
 RB1415  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RB1415  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RB1415  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RB1415  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RB1415
 RB1415                          STATION DESCRIPTION
 RB1415
 RB1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 RB1415'ON THE HIGHEST POINT OF THE GROUP OF HILLS JUST N OF THE COLUMBIA
 RB1415'RIVER, 3 MILES NE OF UMATILLA, OREGON, 2 MILES NE OF THE UMATILLA
 RB1415'FERRY LANDING ON THE WASHINGTON SIDE OF THE COLUMBIA RIVER, AND 1/3
 RB1415'MILE N OF THE WAGON TRAIL LEADING FROM THE FERRY LANDING NE OVER THE
 RB1415'HILLS.  THE STATION IS IDENTICAL WITH THE U.S.G.S. STATION OF THE
 RB1415'SAME NAME AND IS MARKED BY A U.S.G.S. METAL STATION MARK CEMENTED
 RB1415'INTO THE TOP OF A BOULDER ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 RB1415'
 RB1415'THE REFERENCE MARK, A STANDARD BRONZE DISK SET IN A DRILL HOLE IN
 RB1415'OUTCROPPING BEDROCK, IS 13.325 METERS (43.72 FEET) FROM THE STATION
 RB1415'IN AZIMUTH 93 DEG 38 MIN.
 RB1415
 RB1415                          STATION RECOVERY (1942)
 RB1415
 RB1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (ANS)
 RB1415'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THIS
 RB1415'DESCRIPTION SUPERSEDES ALL OTHERS--
 RB1415'
 RB1415'STATION IS ON THE HIGHEST POINT OF A PROMINENT BARE HILL ABOUT 2
 RB1415'MILES NE OF THE HAMLET OF PLYMOUTH ON THE WASHINGTON SIDE OF THE
 RB1415'COLUMBIA RIVER AND ABOUT 3 MILES NNE OF UMATILLA ON THE OREGON
 RB1415'SIDE.
 RB1415'
 RB1415'STATION MARK IS A STANDARD U.S.G.S. BENCH MARK SET IN A BURIED
 RB1415'BOULDER ABOUT 15 INCHES IN DIAMETER AND PROJECTING ABOUT 6 INCHES
 RB1415'ABOVE THE SURFACE.  STAMPED ELEVATION ON MARK IS 1016 FEET.  NO
 RB1415'OTHER STAMPING ON MARK.
 RB1415'
 RB1415'REFERENCE MARK NO.1 IS A U.S.C. AND G.S. STANDARD DISK SET IN A
 RB1415'BOULDER ABOUT 15 INCHES IN DIAMETER AND PROJECTING ABOUT 4 INCHES
 RB1415'ABOVE THE SURFACE.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 RB1415'STATION MARK AND STAMPED EXPANSION NO.1 1916.
 RB1415'
 RB1415'REFERENCE MARK NO.2 IS A U.S.C. AND G.S. STANDARD DISK SET IN A
 RB1415'BOULDER ABOUT 15 INCHES IN DIAMETER AND PROJECTING ABOUT 2 INCHES
 RB1415'ABOVE THE SURFACE.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 RB1415'STATION MARK AND STAMPED EXPANSION NO.2 1942.
 RB1415'
 RB1415'NO AZIMUTH MARK SET AT THIS STATION, BUT STATION MESA (U.S.E.) WILL
 RB1415'SERVE AS THE AZIMUTH MARK.
 RB1415'
 RB1415'REFERENCE MARK NO.1 WAS STAMPED IN 1941.  THE DIRECTION AND
 RB1415'DISTANCE TO IT CHECKS CLOSELY WITH THOSE MADE PREVIOUSLY IN 1916
 RB1415'AND 1925.
 RB1415'
 RB1415'TO REACH FROM KENNEWICK, GO W ON THE MAIN STREET ABOUT 3.0 MILES TO A
 RB1415'T-INTERSECTION.  TURN LEFT AND FOLLOW SURFACED ROAD LEADING TOWARD
 RB1415'PLYMOUTH 22.9 MILES TO BLADED ROAD ON LEFT AND SIGN READING BRAND
 RB1415'RANCH - MOTTINGER 10 - BERRIAN 6.  THIS POINT IS 0.8 MILE N OF
 RB1415'PLYMOUTH.  TURN LEFT, E, ON BLADED ROAD AND GO 1.1 MILES TO DIM DIRT
 RB1415'ROAD ON LEFT.  TURN LEFT AND FOLLOW ROAD WHICH CROSSES UNDER
 RB1415'TELEPHONE LINE, 1.0 MILE TO SHACK IN SADDLE.  TURN LEFT AND GO
 RB1415'ACROSS COUNTRY, UP RIDGE, 1/2 MILE TO HIGHEST POINT AND STATION.
 RB1415
 RB1415                          STATION RECOVERY (1956)
 RB1415
 RB1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 RB1415'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 RB1415'DESCRIPTION IS ADEQUATE EXCEPT FOR DIRECTIONS TO REACH THE
 RB1415'STATION.
 RB1415'
 RB1415'TO REACH FROM THE JUNCTION OF WASHINGTON STATE HIGHWAY 8 AND THE
 RB1415'ROAD TO THE UMATILLA BRIDGE IN PLYMOUTH GO 0.8 MILE NORTH ON STATE
 RB1415'HIGHWAY 8 TO AN INTERSECTION.  TURN RIGHT AND GO 1.2 MILES EASTERLY
 RB1415'ON PAVED ROAD TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND FOLLOW MAIN
 RB1415'TRAVELED ROAD 0.5 MILE NORTHERLY TO A FORK.  TAKE THE RIGHT FORK 0.7
 RB1415'MILE NORTHEASTERLY TO END OF TRUCK TRAVEL.  STATION IS ON THE LEFT
 RB1415'ABOUT 0.3 MILE NORTHWEST OF THE ROAD.
 RB1415
 RB1415                          STATION RECOVERY (1959)
 RB1415
 RB1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RB1415'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  A NEW
 RB1415'DESCRIPTION FOLLOWS--
 RB1415'
 RB1415'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF PLYMOUTH,
 RB1415'WASHINGTON, AND ABOUT 3 MILES NORTH-NORTHEAST OF UMATILLA, OREGON, ON
 RB1415'THE HIGHEST POINT OF A PROMINENT BARE HILL.
 RB1415'
 RB1415'STATION MARK, STAMPED 1016, IS A U.S.G.S. BENCH MARK CEMENTED IN A
 RB1415'DRILL HOLE IN A BURIED BOULDER ABOUT 15 INCHES IN DIAMETER AND
 RB1415'PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 RB1415'
 RB1415'REFERENCE MARK 1, STAMPED EXPENSION NO 1 1916, IS A STANDARD DISK
 RB1415'CEMENTED IN A DRILL HOLE IN A BURIED BOULDER ABOUT 15 INCHES IN
 RB1415'DIAMETER AND PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT
 RB1415'THE SAME ELEVATION AS THE STATION.
 RB1415'
 RB1415'REFERENCE MARK 2, STAMPED EXPANSION NO 2 1942, IS A STANDARD DISK
 RB1415'SET IN A DRILL HOLE IN A BOULDER ABOUT 15 INCHES IN DIAMETER AND
 RB1415'PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 RB1415'ABOUT THE SAME ELEVATION AS THE STATION.
 RB1415'
 RB1415'STATION MESA (U.S.E.) MAY BE USED AS AZIMUTH MARK.
 RB1415'
 RB1415'TO REACH FROM THE HIGHWAY INTERSECTION AND POST OFFICE IN PLYMOUTH
 RB1415'GO NORTH ON WASHINGTON STATE HIGHWAY 8 0.70 MILE TO PAVED ROAD ON
 RB1415'RIGHT (EAST) LEADING TO MC NARY DAM.  TURN RIGHT (EAST) ON PAVED ROAD
 RB1415'AND GO 1.15 MILES TO DIM TRACK ROAD AND WIRE GATE ON LEFT.  TURN
 RB1415'LEFT (NORTH), PASS THROUGH GATE AND FOLLOW TRACK ROAD 1.15 MILES TO
 RB1415'SADDLE.  AT THIS POINT TURN LEFT (NORTH) CROSS COUNTRY AND GO FOR
 RB1415'0.5 MILE TO HIGHEST POINT OF PROMINENT HILL AND STATION.
 RB1415'
 RB1415'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE NOT MEASURED.
 RB1415
 RB1415                          STATION RECOVERY (1963)
 RB1415
 RB1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RB1415'ALL MARKS WERE RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 RB1415
 RB1415                          STATION RECOVERY (1969)
 RB1415
 RB1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 RB1415'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 RB1415'DESCRIBED BY L.G.T. IN 1959.  THE STATION WAS NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3963 ***********************************************************************
 RD3963  DESIGNATION -  EXTRA
 RD3963  PID         -  RD3963
 RD3963  STATE/COUNTY-  WA/CLARK
 RD3963  USGS QUAD   -  ST HELENS (1990)
 RD3963
 RD3963                         *CURRENT SURVEY CONTROL
 RD3963  ___________________________________________________________________
 RD3963* NAD 83(1991)-  45 45 03.49649(N)    122 45 30.75235(W)     ADJUSTED  
 RD3963* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD3963  ___________________________________________________________________
 RD3963  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 RD3963  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 RD3963
 RD3963  HORZ ORDER  -  THIRD
 RD3963
 RD3963.The horizontal coordinates were established by classical geodetic methods
 RD3963.and adjusted by the National Geodetic Survey in December 1991..
 RD3963
 RD3963.The orthometric height was scaled from a topographic map.
 RD3963
 RD3963.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3963
 RD3963.The geoid height was determined by GEOID03.
 RD3963
 RD3963;                    North         East     Units Scale Factor Converg.
 RD3963;SPC WA S     -    48,936.913   324,283.201   MT  1.00001969   -1 38 26.1
 RD3963;SPC WA S     -   160,553.86  1,063,919.14   sFT  1.00001969   -1 38 26.1
 RD3963;SPC OR N     -   234,072.356 2,324,294.985   MT  0.99994622   -1 36 06.2
 RD3963;SPC OR N     -   767,953.92  7,625,639.71   iFT  0.99994622   -1 36 06.2
 RD3963;UTM  10      - 5,066,407.642   518,780.324   MT  0.99960434   +0 10 22.7
 RD3963
 RD3963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3963!SPC WA S     -   1.00000292  x   1.00001969  =   1.00002261
 RD3963!SPC OR N     -   1.00000292  x   0.99994622  =   0.99994914
 RD3963!UTM  10      -   1.00000292  x   0.99960434  =   0.99960726
 RD3963
 RD3963:                Primary Azimuth Mark                     Grid Az
 RD3963:SPC WA S     -  KNAPP POINT LIGHT                        183 12 06.0
 RD3963:SPC OR N     -  KNAPP POINT LIGHT                        183 09 46.1
 RD3963:UTM  10      -  KNAPP POINT LIGHT                        181 23 17.2
 RD3963
 RD3963|---------------------------------------------------------------------|
 RD3963| PID    Reference Object                     Distance      Geod. Az  |
 RD3963|                                                           dddmmss.s |
 RD3963| RD3529 KNAPP POINT LIGHT                   APPROX. 0.6 KM 1813339.9 |
 RD3963|---------------------------------------------------------------------|
 RD3963
 RD3963                          SUPERSEDED SURVEY CONTROL
 RD3963
 RD3963  NAD 83(1991)-  45 45 03.49649(N)    122 45 30.75235(W) AD(       ) 3
 RD3963  NAD 83(1986)-  45 45 03.51625(N)    122 45 30.75155(W) AD(       ) 3
 RD3963  NAD 27      -  45 45 04.09300(N)    122 45 26.39000(W) AD(       ) 3
 RD3963
 RD3963.Superseded values are not recommended for survey control.
 RD3963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3963.See file dsdata.txt to determine how the superseded data were derived.
 RD3963
 RD3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1878066408(NAD 83)
 RD3963
 RD3963  HISTORY     - Date     Condition        Report By
 RD3963  HISTORY     - 1937     MONUMENTED       CGS
 RD3963  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD3963
 RD3963                          STATION DESCRIPTION
 RD3963
 RD3963'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3963'STATION NOT RECOVERABLE.  ABOUT 1/4 MILE DOWNSTREAM OF KNAPP POINT,
 RD3963'AN OBSERVING STAND PLACED BELOW HIGH-WATER LINE, TO STRENGTHEN FIGURE
 RD3963'FROM WILLOW POINT-OFFICE LINE TO EAT-KNAPP PT. LT. LINE.
 RD3963
 RD3963                          STATION RECOVERY (1946)
 RD3963
 RD3963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3963'A SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT BE FOUND.  IN
 RD3963'1937, THIS STATION WAS REPORTED AS NOT RECOVERABLE.
 RD3963'
 RD3963'THE STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5281 ***********************************************************************
 SY5281  DESIGNATION -  EXTRA
 SY5281  PID         -  SY5281
 SY5281  STATE/COUNTY-  WA/KITSAP
 SY5281  USGS QUAD   -  BREMERTON EAST (1981)
 SY5281
 SY5281                         *CURRENT SURVEY CONTROL
 SY5281  ___________________________________________________________________
 SY5281* NAD 83(1991)-  47 35 14.51315(N)    122 33 41.96074(W)     ADJUSTED  
 SY5281* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY5281  ___________________________________________________________________
 SY5281  LAPLACE CORR-         -12.47  (seconds)                    DEFLEC99
 SY5281  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 SY5281
 SY5281  HORZ ORDER  -  THIRD
 SY5281
 SY5281.The horizontal coordinates were established by classical geodetic methods
 SY5281.and adjusted by the National Geodetic Survey in December 1991..
 SY5281
 SY5281.The orthometric height was scaled from a topographic map.
 SY5281
 SY5281.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5281
 SY5281.The geoid height was determined by GEOID03.
 SY5281
 SY5281;                    North         East     Units Scale Factor Converg.
 SY5281;SPC WA N     -    66,764.141   370,011.095   MT  0.99998485   -1 17 12.4
 SY5281;SPC WA N     -   219,042.02  1,213,944.73   sFT  0.99998485   -1 17 12.4
 SY5281;UTM  10      - 5,270,532.271   532,958.374   MT  0.99961335   +0 19 25.1
 SY5281
 SY5281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5281!SPC WA N     -   1.00000219  x   0.99998485  =   0.99998704
 SY5281!UTM  10      -   1.00000219  x   0.99961335  =   0.99961554
 SY5281
 SY5281|---------------------------------------------------------------------|
 SY5281| PID    Reference Object                     Distance      Geod. Az  |
 SY5281|                                                           dddmmss.s |
 SY5281| CF6610 EXTRA RM 1                           32.004 METERS 10350     |
 SY5281| CF6611 EXTRA RM 2                           18.501 METERS 17237     |
 SY5281| CF6612 EXTRA RM 3                           25.695 METERS 19224     |
 SY5281| SY5195 BACHUS BOAT HOUSE                   APPROX. 2.6 KM 2662434.1 |
 SY5281| SY5194 PHELANS CUPOLA                      APPROX. 0.6 KM 3251238.5 |
 SY5281| SY5221 PHELANS BARN CUPOLA                 APPROX. 0.6 KM 3280853.4 |
 SY5281|---------------------------------------------------------------------|
 SY5281
 SY5281                          SUPERSEDED SURVEY CONTROL
 SY5281
 SY5281  NAD 83(1986)-  47 35 14.50725(N)    122 33 41.96671(W) AD(       ) 3
 SY5281  NAD 27      -  47 35 15.15800(N)    122 33 37.48800(W) AD(       ) 3
 SY5281
 SY5281.Superseded values are not recommended for survey control.
 SY5281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5281.See file dsdata.txt to determine how the superseded data were derived.
 SY5281
 SY5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3295870532(NAD 83)
 SY5281_MARKER: Z = SEE DESCRIPTION
 SY5281_SETTING: 0 = UNSPECIFIED SETTING
 SY5281
 SY5281  HISTORY     - Date     Condition        Report By
 SY5281  HISTORY     - 1915     MONUMENTED       CGS
 SY5281  HISTORY     - 1916     SEE DESCRIPTION  CGS
 SY5281  HISTORY     - 1933     SEE DESCRIPTION  CGS
 SY5281  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5281
 SY5281                          STATION DESCRIPTION
 SY5281
 SY5281'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CGQ)
 SY5281'STATION IS LOCATED ON SHARP POINT ON BLUFF ABOUT 15 FEET ABOVE HIGH
 SY5281'WATER.  POINT LIES ABOUT MIDWAY BETWEEN POINT GLOVER AND POINT ON
 SY5281'WHICH CARROLL IS LOCATED, AND ON POINT JUST N OF QUARRY.
 SY5281'
 SY5281'STATION MARK IS A STANDARD BRASS C. AND G.S. DISK SET IN 1-FOOT
 SY5281'DIAMETER CIRCULAR CONCRETE MONUMENT ABOUT FLUSH WITH GROUND, WITH
 SY5281'BASE SUNK ABOUT 1 FOOT TO REST ON SANDSTONE.
 SY5281'
 SY5281'REFERENCE MARKS ARE AS FOLLOW--
 SY5281'
 SY5281'REFERENCE MARK NO.1--A CROSS CUT IN A SANDSTONE BOULDER 4 BY 1-1/2
 SY5281'BY 1 FOOT HIGH LYING 4 FEET FROM EDGE OF ROCKY BLUFF.
 SY5281'
 SY5281'REFERENCE MARK NO.2--AN ARROW CUT IN GRANITE BOULDER 1-1/2 BY 1.8
 SY5281'BY 1.2 FEET HIGH.
 SY5281'
 SY5281'REFERENCE MARK NO.3--CENTER OF NORTHERNMOST PEG 6 BY 8 INCHES SET
 SY5281'FOUR IN A ROW RUNNING N AND S 2 FEET APART.  PEGS COVERED BY SHED
 SY5281'AND USED FOR SOME WORK BY OWNERS.
 SY5281
 SY5281                          STATION RECOVERY (1916)
 SY5281
 SY5281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (JAD)
 SY5281'RECOVERED AS DESCRIBED.
 SY5281
 SY5281                          STATION RECOVERY (1933)
 SY5281
 SY5281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HBC)
 SY5281'STATION RECOVERED AS DESCRIBED.
 SY5281
 SY5281                          STATION RECOVERY (1934)
 SY5281
 SY5281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5281'STATION LOST, NO TRACE OF STATION MARK OR REFERENCE MARKS.  BLUFF
 SY5281'ON WHICH STATION WAS PLACED SHOWS SIGNS OF CONSIDERABLE EROSION.
 SY5281'
 SY5281'A NEW STATION, EXTRA 2, ESTABLISHED AND DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2031 ***********************************************************************
 SA2031  DESIGNATION -  EXTRA
 SA2031  PID         -  SA2031
 SA2031  STATE/COUNTY-  WA/WALLA WALLA
 SA2031  USGS QUAD   -  HUMORIST (1992)
 SA2031
 SA2031                         *CURRENT SURVEY CONTROL
 SA2031  ___________________________________________________________________
 SA2031* NAD 83(1991)-  46 13 18.81588(N)    118 57 23.32286(W)     ADJUSTED  
 SA2031* NAVD 88     -       145.6    (meters)     478.     (feet)  VERTCON   
 SA2031  ___________________________________________________________________
 SA2031  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 SA2031  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 SA2031
 SA2031  HORZ ORDER  -  THIRD
 SA2031
 SA2031.The horizontal coordinates were established by classical geodetic methods
 SA2031.and adjusted by the National Geodetic Survey in December 1991..
 SA2031
 SA2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2031
 SA2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2031
 SA2031.The geoid height was determined by GEOID03.
 SA2031
 SA2031;                    North         East     Units Scale Factor Converg.
 SA2031;SPC WA S     -    99,928.099   619,072.019   MT  0.99993458   +1 07 16.3
 SA2031;SPC WA S     -   327,847.44  2,031,072.12   sFT  0.99993458   +1 07 16.3
 SA2031;UTM  11      - 5,120,562.250   349,113.270   MT  0.99987987   -1 24 46.4
 SA2031
 SA2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2031!SPC WA S     -   0.99998058  x   0.99993458  =   0.99991517
 SA2031!UTM  11      -   0.99998058  x   0.99987987  =   0.99986046
 SA2031
 SA2031|---------------------------------------------------------------------|
 SA2031| PID    Reference Object                     Distance      Geod. Az  |
 SA2031|                                                           dddmmss.s |
 SA2031| CF5261 EXTRA RM 1                           15.900 METERS 06637     |
 SA2031| SA2021 T9N R31E SECS 31 32 1/4 COR         APPROX. 1.2 KM 2540839.9 |
 SA2031| CF5262 EXTRA RM 2                           14.860 METERS 32740     |
 SA2031|---------------------------------------------------------------------|
 SA2031
 SA2031                          SUPERSEDED SURVEY CONTROL
 SA2031
 SA2031  NAD 83(1991)-  46 13 18.81629(N)    118 57 23.32233(W) AD(       ) 3
 SA2031  NAD 83(1986)-  46 13 18.82341(N)    118 57 23.31474(W) AD(       ) 3
 SA2031  NAD 27      -  46 13 19.33700(N)    118 57 19.29900(W) AD(       ) 3
 SA2031  NGVD 29 (07/19/86)  144.6    (m)          474.     (f) VERT ANG       
 SA2031
 SA2031.Superseded values are not recommended for survey control.
 SA2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2031.See file dsdata.txt to determine how the superseded data were derived.
 SA2031
 SA2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4911320562(NAD 83)
 SA2031_MARKER: DS = TRIANGULATION STATION DISK
 SA2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2031
 SA2031  HISTORY     - Date     Condition        Report By
 SA2031  HISTORY     - 1946     MONUMENTED       CGS
 SA2031  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SA2031  HISTORY     - 20050225 MARK NOT FOUND   GEOCAC
 SA2031
 SA2031                          STATION DESCRIPTION
 SA2031
 SA2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SA2031'STATION IS LOCATED ON THE SW END OF A LONG, LOW SAND DUNE, 7-1/2
 SA2031'MILES E OF PASCO, 5 MILES NE OF THE MOUTH OF THE SNAKE RIVER, 2
 SA2031'MILES SE OF THE SNAKE RIVER, 0.7 MILE NE OF A POWER LINE, AND 0.1
 SA2031'MILE N OF A TRACK ROAD.
 SA2031'
 SA2031'STATION IS MARKED BY A BRONZE STATION DISK SET IN THE TOP OF A
 SA2031'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  DISK IS
 SA2031'STAMPED EXTRA 1946.  UNDERGROUND MARK IS A BRONZE STATION DISK
 SA2031'SET IN CONCRETE 3 FEET BELOW THE GROUND AND IS STAMPED EXTRA 1946.
 SA2031'
 SA2031'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 SA2031'CONCRETE POST.  IT PROJECTS 1 FOOT ABOVE THE GROUND AND IS 2
 SA2031'FEET LOWER THAN THE STATION.  DISK IS STAMPED EXTRA NO 1 1946.
 SA2031'
 SA2031'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 SA2031'CONCRETE POST.  IT PROJECTS 1 FOOT ABOVE THE GROUND AND IS AT
 SA2031'ABOUT THE SAME ELEVATION AS THE STATION.  DISK IS STAMPED EXTRA
 SA2031'NO 2 1946.
 SA2031'
 SA2031'THERE IS NO AZIMUTH MARK.
 SA2031'
 SA2031'TO REACH THE STATION FROM THE PASCO POST OFFICE, GO E TOWARD
 SA2031'WALLA WALLA ON U.S. HIGHWAY 410 FOR 4.4 MILES TO THE E APPROACH
 SA2031'TO THE SNAKE RIVER BRIDGE.  TURN LEFT ONTO GRAVEL ROAD AND GO
 SA2031'TOWARD EUREKA FOR 2.9 MILES.  TURN LEFT ONTO TRACK ROAD, PASS
 SA2031'THROUGH WIRE GATE, AND FOLLOW TRACK ROAD ALONG POWER LINE FOR 0.7
 SA2031'MILE, JUST PAST POLE NO. 27A.  TURN RIGHT ONTO TRACK ROAD AND
 SA2031'FOLLOW THE MAIN TRACK ROAD FOR 0.9 MILE, JUST PAST A CONCRETE
 SA2031'WELL ON THE LEFT SIDE OF THE ROAD.  PACK N FOR ABOUT 150 YARDS TO
 SA2031'THE SW END OF A LONG AND VERY LOW SAND DUNE AND THE STATION.
 SA2031
 SA2031                          STATION RECOVERY (1958)
 SA2031
 SA2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SA2031'RECOVERED IN GOOD CONDITION ABOUT 7-1/2 MILES EAST OF PASCO
 SA2031'ABOUT 4 MILES NORTHEAST OF BURBANK, ABOUT 2 MILES SOUTH OF THE
 SA2031'SNAKE RIVER, 5 FEET SOUTH OF A WITNESS POST AT THE SOUTHWEST
 SA2031'END OF A SAND DUNE ON A LOW RIDGE.
 SA2031'
 SA2031'TO REACH FROM THE POST OFFICE IN PASCO, (THIRD AVENUE AND LEWIS
 SA2031'STREET) GO EAST ON LEWIS STREET (U.S. HIGHWAY 395/410) FOR 4.5
 SA2031'MILES, TURN LEFT ON WASHINGTON STATE HIGHWAY 3D, GO 2.1 MILES, TURN
 SA2031'LEFT (NORTH) ON DIRT ROAD FOR 0.4 MILE, TURN RIGHT THROUGH GATE
 SA2031'AND FOLLOW DIRT ROAD EASTWARD FOR 0.6 MILE TO A GATE (DO NOT
 SA2031'FOLLOW POWERLINE), PASS THROUGH GATE, TO 0.2 MILE PASSING SMALL
 SA2031'CONCRETE WELL, TURN LEFT OFF ROAD, GO 0.1 MILE ACROSS COUNTRY
 SA2031'TO STATION.
 SA2031'
 SA2031'THE STATION IS A STANDARD DISK STAMPED EXTRA 1946 SET IN THE
 SA2031'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 SA2031'
 SA2031'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED EXTRA NO 1
 SA2031'1946 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 SA2031'4 INCHES ABOVE THE GROUND.
 SA2031'
 SA2031'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED EXTRA NO 2 1946
 SA2031'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 SA2031'1 FOOT ABOVE THE GROUND.
 SA2031
 SA2031                          STATION RECOVERY (2005)
 SA2031
 SA2031'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 SA2031'STATION SEARCHED AND PROBED FOR WITH NEGATIVE FIND. RM2 FOUND IN
 SA2031'DESTROYED CONDITION BROKEN AND TILLED OUT OF SETTING. STATION AREA IS
 SA2031'CULTIVATED IN ORCHARD BELONGING TO FLAT TOP RANCH. STATION PRESUMED
 SA2031'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4424 ***********************************************************************
 SY4424  DESIGNATION -  EXTRA 1948
 SY4424  PID         -  SY4424
 SY4424  STATE/COUNTY-  WA/KING
 SY4424  USGS QUAD   -  POVERTY BAY (1994)
 SY4424
 SY4424                         *CURRENT SURVEY CONTROL
 SY4424  ___________________________________________________________________
 SY4424* NAD 83(1991)-  47 33 16.71620(N)    122 15 39.74887(W)     ADJUSTED  
 SY4424* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SY4424  ___________________________________________________________________
 SY4424  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 SY4424  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SY4424
 SY4424  HORZ ORDER  -  THIRD
 SY4424
 SY4424.The horizontal coordinates were established by classical geodetic methods
 SY4424.and adjusted by the National Geodetic Survey in December 1991..
 SY4424
 SY4424.The orthometric height was scaled from a topographic map.
 SY4424
 SY4424.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4424
 SY4424.The geoid height was determined by GEOID03.
 SY4424
 SY4424;                    North         East     Units Scale Factor Converg.
 SY4424;SPC WA N     -    62,663.166   392,550.258   MT  0.99999025   -1 03 46.6
 SY4424;SPC WA N     -   205,587.40  1,287,891.97   sFT  0.99999025   -1 03 46.6
 SY4424;UTM  10      - 5,267,067.179   555,595.604   MT  0.99963798   +0 32 43.1
 SY4424
 SY4424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4424!SPC WA N     -   1.00000210  x   0.99999025  =   0.99999235
 SY4424!UTM  10      -   1.00000210  x   0.99963798  =   0.99964008
 SY4424
 SY4424:                Primary Azimuth Mark                     Grid Az
 SY4424:SPC WA N     -  SEWARD                                   031 42 26.3
 SY4424:UTM  10      -  SEWARD                                   030 05 56.6
 SY4424
 SY4424|---------------------------------------------------------------------|
 SY4424| PID    Reference Object                     Distance      Geod. Az  |
 SY4424|                                                           dddmmss.s |
 SY4424| SY4210 SEWARD                              APPROX. 0.9 KM 0303839.7 |
 SY4424| SY4461 COURSE SOUTH 1948                   437.409 METERS 1410654.1 |
 SY4424| SY4532 ZERO WEST 1948                      257.335 METERS 16337     |
 SY4424|---------------------------------------------------------------------|
 SY4424
 SY4424                          SUPERSEDED SURVEY CONTROL
 SY4424
 SY4424  NAD 83(1986)-  47 33 16.70974(N)    122 15 39.75581(W) AD(       ) 3
 SY4424  NAD 27      -  47 33 17.35700(N)    122 15 35.31000(W) AD(       ) 3
 SY4424
 SY4424.Superseded values are not recommended for survey control.
 SY4424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4424.See file dsdata.txt to determine how the superseded data were derived.
 SY4424
 SY4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5559667067(NAD 83)
 SY4424_MARKER: DS = TRIANGULATION STATION DISK
 SY4424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4424_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY4424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4424+STABILITY: SURFACE MOTION
 SY4424
 SY4424  HISTORY     - Date     Condition        Report By
 SY4424  HISTORY     - 1948     MONUMENTED       CGS
 SY4424  HISTORY     - 1954     GOOD             CGS
 SY4424  HISTORY     - 1958     GOOD             CGS
 SY4424  HISTORY     - 1963     GOOD             CGS
 SY4424
 SY4424                          STATION DESCRIPTION
 SY4424
 SY4424'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (JCP)
 SY4424'STATION IS LOCATED IN THE CITY OF SEATTLE, ON THE W SHORE OF LAKE
 SY4424'WASHINGTON, ON THE E SIDE OF LAKE WASHINGTON BOULEVARD.  IT IS
 SY4424'21.2 METERS SE OF THE INTERSECTION LINE OF DAWSON STREET AND LAKE
 SY4424'WASHINGTON BOULEVARD S, 20.2 METERS SE OF 40-FOOT BIRCH TREE, 6.1
 SY4424'METERS SSW OF CHERRY TREE, 5.6 METERS E OF CENTER LINE OF
 SY4424'BOULEVARD, 3.6 METERS NW OF CHERRY TREE, AND 2.7 METERS W OF EDGE
 SY4424'OF BANK.
 SY4424'
 SY4424'SURFACE MARK IS A BRONZE STATION DISK SET IN TOP OF A 9-INCH
 SY4424'SQUARE CONCRETE POST, 3 FEET LONG, SET FLUSH WITH
 SY4424'GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 SY4424'CONCRETE.  BOTH MARKS ARE STAMPED EXTRA 1948.  NO REFERENCE,
 SY4424'AZIMUTH, OR WITNESS MARK WAS SET.
 SY4424
 SY4424                          STATION RECOVERY (1954)
 SY4424
 SY4424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CP)
 SY4424'THE SURFACE MARK WAS FOUND IN GOOD CONDITION.  IT IS 6.15 M. S-SW
 SY4424'OF A CHERRY TREE INSTEAD OF 6.1 M., 5.68 M. E OF THE CENTERLINE
 SY4424'OF THE BOULEVARD INSTEAD OF 5.6 M., 3.5 M. NW OF A CHERRY TREE
 SY4424'INSTEAD OF 3.6 M. SW OF A CHERRY TREE, THE 2.7 M. W OF THE BANK
 SY4424'IS NO LONGER PERTINENT.  NEW DISTANCES WERE MEASURED TO THE CURB
 SY4424'AND TO A SIGNPOST.  A COMPLETE CORRECTED DESCRIPTION FOLLOWS--
 SY4424'
 SY4424'IN THE CITY OF SEATTLE, ON THE W SHORE OF LAKE WASHINGTON, ON THE
 SY4424'E SIDE OF LAKE WASHINGTON BOULEVARD.  STATION IS 21.2 M. SE OF THE
 SY4424'INTERSECTION LINE OF DAWSON STREET AND LAKE WASHINGTON BOULEVARD
 SY4424'SOUTH, 20.2 M. SE OF A 40-FT. BIRCH TREE, 6.15 M. S-SW OF A CHERRY
 SY4424'TREE, 5.68 M. E OF THE CENTERLINE OF THE BOULEVARD, 3.5 M. NW OF
 SY4424'A CHERRY TREE, 1.75 M. E OF THE E CURB OF THE BOULEVARD, AND
 SY4424'19.78 M. SE OF THE DAWSON AND LAKE WASH. BLVD. SIGNPOST.  MARK
 SY4424'IS A STANDARD DISK, SET IN THE TOP OF A 9-IN. SQUARE
 SY4424'CONCRETE POST, 3 FT. LONG, SET FLUSH WITH THE GROUND.  BOTH THE
 SY4424'SUBSURFACE AND SURFACE MARKS ARE STAMPED EXTRA 1948.
 SY4424
 SY4424                          STATION RECOVERY (1958)
 SY4424
 SY4424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (PAS)
 SY4424'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT FOR THE
 SY4424'FOLLOWINGS ADDITIONS.  1.0 FEET EAST OF SIDEWALK ON EAST SIDE OF
 SY4424'LAKE WASHINGTON BOULEVARD.  MARK IS NOW 1 FOOT UNDERGROUND.
 SY4424
 SY4424                          STATION RECOVERY (1963)
 SY4424
 SY4424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4424'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5291 ***********************************************************************
 SY5291  DESIGNATION -  EXTRA 2
 SY5291  PID         -  SY5291
 SY5291  STATE/COUNTY-  WA/KITSAP
 SY5291  USGS QUAD   -  BREMERTON EAST (1981)
 SY5291
 SY5291                         *CURRENT SURVEY CONTROL
 SY5291  ___________________________________________________________________
 SY5291* NAD 83(1991)-  47 35 14.52967(N)    122 33 42.11717(W)     ADJUSTED  
 SY5291* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY5291  ___________________________________________________________________
 SY5291  LAPLACE CORR-         -12.47  (seconds)                    DEFLEC99
 SY5291  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 SY5291
 SY5291  HORZ ORDER  -  SECOND
 SY5291
 SY5291.The horizontal coordinates were established by classical geodetic methods
 SY5291.and adjusted by the National Geodetic Survey in December 1991..
 SY5291
 SY5291.The orthometric height was scaled from a topographic map.
 SY5291
 SY5291.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5291
 SY5291.The geoid height was determined by GEOID03.
 SY5291
 SY5291;                    North         East     Units Scale Factor Converg.
 SY5291;SPC WA N     -    66,764.725   370,007.839   MT  0.99998485   -1 17 12.5
 SY5291;SPC WA N     -   219,043.94  1,213,934.05   sFT  0.99998485   -1 17 12.5
 SY5291;UTM  10      - 5,270,532.762   532,955.104   MT  0.99961335   +0 19 25.0
 SY5291
 SY5291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5291!SPC WA N     -   1.00000219  x   0.99998485  =   0.99998704
 SY5291!UTM  10      -   1.00000219  x   0.99961335  =   0.99961554
 SY5291
 SY5291|---------------------------------------------------------------------|
 SY5291| PID    Reference Object                     Distance      Geod. Az  |
 SY5291|                                                           dddmmss.s |
 SY5291| CF6613 EXTRA 2 RM                           15.995 METERS 19857     |
 SY5291| SY5270 CARROLL                             APPROX. 0.7 KM 2431455.2 |
 SY5291|---------------------------------------------------------------------|
 SY5291
 SY5291                          SUPERSEDED SURVEY CONTROL
 SY5291
 SY5291  NAD 83(1986)-  47 35 14.52377(N)    122 33 42.12314(W) AD(       ) 2
 SY5291  NAD 27      -  47 35 15.17600(N)    122 33 37.64400(W) AD(       ) 2
 SY5291
 SY5291.Superseded values are not recommended for survey control.
 SY5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5291.See file dsdata.txt to determine how the superseded data were derived.
 SY5291
 SY5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3295570533(NAD 83)
 SY5291_MARKER: Z = SEE DESCRIPTION
 SY5291_SETTING: 0 = UNSPECIFIED SETTING
 SY5291
 SY5291  HISTORY     - Date     Condition        Report By
 SY5291  HISTORY     - 1934     MONUMENTED       CGS
 SY5291  HISTORY     - 1945     SEE DESCRIPTION  LOCSUR
 SY5291  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY5291
 SY5291                          STATION DESCRIPTION
 SY5291
 SY5291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5291'ON A SHARP POINT MIDWAY BETWEEN WATERMAN POINT AND POINT
 SY5291'GLOVER.  STATION IS ON HIGH-WATER LINE.  AWASH AT HIGH WATER.  AND
 SY5291'6 FEET OFFSHORE FROM FACE OF A CRUMBLING, CRACKED STONE BLUFF
 SY5291'ABOUT 15 FEET HIGH.
 SY5291'
 SY5291'STATION IS MARKED WITH A STANDARD DISK CEMENTED IN DRILL HOLE ON
 SY5291'TOP OF A SMALL RIDGE-LIKE LEDGE EXTENDING OFFSHORE FROM THE BLUFF.
 SY5291'
 SY5291'REFERENCE MARK NO.1, A STANDARD DISK CEMENTED IN DRILL HOLE IN
 SY5291'ROCKY LEDGE TO SW OF STATION AT FOOT OF BLUFF.  ABOUT 1 FOOT ABOVE
 SY5291'HIGH WATER.
 SY5291'
 SY5291'DISKS ARE STAMPED EXTRA 2 1934.
 SY5291
 SY5291                          STATION RECOVERY (1945)
 SY5291
 SY5291'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
 SY5291'MARK REPORTED LOST MAY 1945.  IT WAS NOT FOUND AFTER AN EXTENDED
 SY5291'SEARCH.  REFERENCE MARK WAS REPORTED IN GOOD SHAPE.
 SY5291
 SY5291                          STATION RECOVERY (1987)
 SY5291
 SY5291'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY5291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2149 ***********************************************************************
 RD2149  DESIGNATION -  EYE
 RD2149  PID         -  RD2149
 RD2149  STATE/COUNTY-  WA/SKAMANIA
 RD2149  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2149
 RD2149                         *CURRENT SURVEY CONTROL
 RD2149  ___________________________________________________________________
 RD2149* NAD 83(1991)-  45 35 58.46179(N)    122 05 26.31260(W)     ADJUSTED  
 RD2149* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD2149  ___________________________________________________________________
 RD2149  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 RD2149  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 RD2149
 RD2149  HORZ ORDER  -  THIRD
 RD2149
 RD2149.The horizontal coordinates were established by classical geodetic methods
 RD2149.and adjusted by the National Geodetic Survey in December 1991..
 RD2149
 RD2149.The orthometric height was scaled from a topographic map.
 RD2149
 RD2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2149
 RD2149.The geoid height was determined by GEOID03.
 RD2149
 RD2149;                    North         East     Units Scale Factor Converg.
 RD2149;SPC WA S     -    30,844.532   375,898.614   MT  1.00006117   -1 09 19.6
 RD2149;SPC WA S     -   101,195.77  1,233,260.70   sFT  1.00006117   -1 09 19.6
 RD2149;SPC OR N     -   216,011.722 2,375,915.387   MT  0.99992283   -1 07 41.0
 RD2149;SPC OR N     -   708,699.88  7,794,997.99   iFT  0.99992283   -1 07 41.0
 RD2149;UTM  10      - 5,049,960.956   570,919.808   MT  0.99966184   +0 38 59.0
 RD2149
 RD2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2149!SPC WA S     -   1.00000283  x   1.00006117  =   1.00006400
 RD2149!SPC OR N     -   1.00000283  x   0.99992283  =   0.99992566
 RD2149!UTM  10      -   1.00000283  x   0.99966184  =   0.99966466
 RD2149
 RD2149:                Primary Azimuth Mark                     Grid Az
 RD2149:SPC WA S     -  FLO                                      109 58 06.2
 RD2149:SPC OR N     -  FLO                                      109 56 27.6
 RD2149:UTM  10      -  FLO                                      108 09 47.6
 RD2149
 RD2149|---------------------------------------------------------------------|
 RD2149| PID    Reference Object                     Distance      Geod. Az  |
 RD2149|                                                           dddmmss.s |
 RD2149| RD2122 FLO                                 APPROX. 1.8 KM 1084846.6 |
 RD2149|---------------------------------------------------------------------|
 RD2149
 RD2149                          SUPERSEDED SURVEY CONTROL
 RD2149
 RD2149  NAD 83(1991)-  45 35 58.46179(N)    122 05 26.31260(W) AD(       ) 3
 RD2149  NAD 83(1986)-  45 35 58.47106(N)    122 05 26.31978(W) AD(       ) 3
 RD2149  NAD 27      -  45 35 59.03800(N)    122 05 22.01600(W) AD(       ) 3
 RD2149
 RD2149.Superseded values are not recommended for survey control.
 RD2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2149.See file dsdata.txt to determine how the superseded data were derived.
 RD2149
 RD2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7092049961(NAD 83)
 RD2149
 RD2149  HISTORY     - Date     Condition        Report By
 RD2149  HISTORY     - 1935     MONUMENTED       USE
 RD2149  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RD2149
 RD2149                          STATION DESCRIPTION
 RD2149
 RD2149'DESCRIBED BY US ENGINEERS 1935
 RD2149'ON N BANK OF COLUMBIA RIVER, ABOUT 1 MILE DUE NW AND ACROSS RIVER
 RD2149'FROM MOUTH OF ONEONTA GORGE AND HIGHWAY TUNNEL WHICH ARE ON
 RD2149'OREGON SHORE, ABOUT 1,800 FEET S OF SPOKANE, PORTLAND, AND
 RD2149'SEATTLE RAILWAY, 15 FEET N OF RIVER BANK.
 RD2149'
 RD2149'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN CONCRETE
 RD2149'POST WITH USED EYE 1935 LETTERED IN CONCRETE.  AN 18-INCH
 RD2149'COTTONWOOD TREE IS DISTANT 18.6 FEET S 83 DEG W, MAGNETIC.
 RD2149
 RD2149                          STATION RECOVERY (1947)
 RD2149
 RD2149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RD2149'STATION WAS LOST THROUGH EROSION OF MUD BANK.  A NEW STATION EYE
 RD2149'3 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2136 ***********************************************************************
 RD2136  DESIGNATION -  EYE 3
 RD2136  PID         -  RD2136
 RD2136  STATE/COUNTY-  WA/SKAMANIA
 RD2136  USGS QUAD   -  MULTNOMAH FALLS (1994)
 RD2136
 RD2136                         *CURRENT SURVEY CONTROL
 RD2136  ___________________________________________________________________
 RD2136* NAD 83(1991)-  45 35 59.32037(N)    122 05 27.80148(W)     ADJUSTED  
 RD2136* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 RD2136  ___________________________________________________________________
 RD2136  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 RD2136  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 RD2136
 RD2136  HORZ ORDER  -  THIRD
 RD2136
 RD2136.The horizontal coordinates were established by classical geodetic methods
 RD2136.and adjusted by the National Geodetic Survey in December 1991..
 RD2136
 RD2136.The orthometric height was scaled from a topographic map.
 RD2136
 RD2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2136
 RD2136.The geoid height was determined by GEOID03.
 RD2136
 RD2136;                    North         East     Units Scale Factor Converg.
 RD2136;SPC WA S     -    30,871.686   375,866.886   MT  1.00006110   -1 09 20.7
 RD2136;SPC WA S     -   101,284.86  1,233,156.61   sFT  1.00006110   -1 09 20.7
 RD2136;SPC OR N     -   216,038.857 2,375,883.650   MT  0.99992286   -1 07 42.1
 RD2136;SPC OR N     -   708,788.90  7,794,893.86   iFT  0.99992286   -1 07 42.1
 RD2136;UTM  10      - 5,049,987.086   570,887.254   MT  0.99966178   +0 38 58.0
 RD2136
 RD2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2136!SPC WA S     -   1.00000283  x   1.00006110  =   1.00006393
 RD2136!SPC OR N     -   1.00000283  x   0.99992286  =   0.99992569
 RD2136!UTM  10      -   1.00000283  x   0.99966178  =   0.99966460
 RD2136
 RD2136                          SUPERSEDED SURVEY CONTROL
 RD2136
 RD2136  NAD 83(1991)-  45 35 59.32037(N)    122 05 27.80148(W) AD(       ) 3
 RD2136  NAD 83(1986)-  45 35 59.32971(N)    122 05 27.80872(W) AD(       ) 3
 RD2136  NAD 27      -  45 35 59.89800(N)    122 05 23.50500(W) AD(       ) 3
 RD2136
 RD2136.Superseded values are not recommended for survey control.
 RD2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2136.See file dsdata.txt to determine how the superseded data were derived.
 RD2136
 RD2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7088749987(NAD 83)
 RD2136_MARKER: DS = TRIANGULATION STATION DISK
 RD2136_SETTING: 80 = SET IN A BOULDER
 RD2136_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RD2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD2136+STABILITY: SURFACE MOTION
 RD2136
 RD2136  HISTORY     - Date     Condition        Report By
 RD2136  HISTORY     - 1947     MONUMENTED       CGS
 RD2136
 RD2136                          STATION DESCRIPTION
 RD2136
 RD2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RD2136'ON THE N BANK OF THE COLUMBIA RIVER, SET AT S EDGE OF LARGE WILLOW
 RD2136'TREES, ABOUT 1-3/4 MILES N OF MULTNOMAH FALLS TAVERN, AND ABOUT
 RD2136'1.2 MILES NW OF THE CREST OF HORSETAIL FALLS.  IT IS SET NEAR
 RD2136'VICINITY OF EYE U.S.E. 1935 WHICH WAS LOST THROUGH EROSION OF MUD
 RD2136'BANK.  IT IS 31.0 FEET W OF AN 18-INCH-DIAMETER TRIANGULAR-BLAZED
 RD2136'WILLOW TREE (BLAZE FACING WATER), 26.5 FEET NE OF AN 18-INCH
 RD2136'DIAMETER TRIANGULAR-BLAZED WILLOW TREE (THIS TREE ALSO HAS OLD
 RD2136'WITNESS MARK FOR EYE U.S.E. 1935), 25.9 FEET E OF ELBOW-SHAPED
 RD2136'TRIANGULAR BLAZED WILLOW TREE, AND 19.0 FEET NW OF CUT BANK.
 RD2136'A BRONZE DISK STAMPED EYE 3 1947 SET IN A DRILL HOLE IN THE
 RD2136'TOP OF A 10-INCH SQUARE ROCK SET 20 INCHES IN THE GROUND AND
 RD2136'FLUSH WITH THE SURFACE.
 RD2136'
 RD2136'R.M. 1 IS A BRONZE DISK STAMPED EYE 3 NO 1 1947 CEMENTED IN
 RD2136'DRILL HOLE IN THE TOP OF AN 8-INCH SQUARE ROCK SET 20 INCHES IN
 RD2136'THE GROUND FLUSH WITH THE SURFACE.  IT IS 24.2 FEET AND 7.375
 RD2136'METERS W OF THE STATION AND 2.7 FEET E OF AN ELBOW-SHAPED
 RD2136'TRIANGULAR BLAZED WILLOW TREE.
 RD2136'
 RD2136'REFERENCE MARK 2 IS A BRONZE DISK STAMPED EYE 3 NO. 2 1947
 RD2136'CEMENTED IN A DRILL HOLE IN THE TOP OF A 10-INCH SQUARE ROCK SET
 RD2136'20 INCHES IN THE GROUND AND FLUSH WITH THE SURFACE.  SET AT EDGE
 RD2136'OF COW TRAIL JUST SW OF DENSE BRUSH.  IT IS 16.63 FEET AND 5.07
 RD2136'METERS NE OF THE STATION.
 RD2136'
 RD2136'STATION CAN BEST BE REACHED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0574 ***********************************************************************
 TQ0574  DESIGNATION -  F
 TQ0574  PID         -  TQ0574
 TQ0574  STATE/COUNTY-  WA/WHATCOM
 TQ0574  USGS QUAD   -  MT SEFRIT (1989)
 TQ0574
 TQ0574                         *CURRENT SURVEY CONTROL
 TQ0574  ___________________________________________________________________
 TQ0574* NAD 83(1991)-  48 59 55.15538(N)    121 32 40.40591(W)     ADJUSTED  
 TQ0574* NAVD 88     -      1707.     (meters)    5600.     (feet)  SCALED    
 TQ0574  ___________________________________________________________________
 TQ0574  LAPLACE CORR-           8.86  (seconds)                    DEFLEC99
 TQ0574  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 TQ0574
 TQ0574  HORZ ORDER  -  THIRD
 TQ0574
 TQ0574.The horizontal coordinates were established by classical geodetic methods
 TQ0574.and adjusted by the National Geodetic Survey in December 1991..
 TQ0574
 TQ0574.The orthometric height was scaled from a topographic map.
 TQ0574
 TQ0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0574
 TQ0574.The geoid height was determined by GEOID03.
 TQ0574
 TQ0574;                    North         East     Units Scale Factor Converg.
 TQ0574;SPC WA N     -   222,470.314   447,954.652   MT  1.00006074   -0 31 46.3
 TQ0574;SPC WA N     -   729,888.02  1,469,664.55   sFT  1.00006074   -0 31 46.3
 TQ0574;UTM  10      - 5,428,326.717   606,456.049   MT  0.99973922   +1 05 54.7
 TQ0574
 TQ0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0574!SPC WA N     -   0.99973523  x   1.00006074  =   0.99979596
 TQ0574!UTM  10      -   0.99973523  x   0.99973922  =   0.99947452
 TQ0574
 TQ0574:                Primary Azimuth Mark                     Grid Az
 TQ0574:SPC WA N     -  E                                        277 17 53.5
 TQ0574:UTM  10      -  E                                        275 40 12.5
 TQ0574
 TQ0574|---------------------------------------------------------------------|
 TQ0574| PID    Reference Object                     Distance      Geod. Az  |
 TQ0574|                                                           dddmmss.s |
 TQ0574| TQ0571 E                                   APPROX. 1.7 KM 2764607.2 |
 TQ0574|---------------------------------------------------------------------|
 TQ0574
 TQ0574                          SUPERSEDED SURVEY CONTROL
 TQ0574
 TQ0574  NAD 83(1986)-  48 59 55.18106(N)    121 32 40.41835(W) AD(       ) 3
 TQ0574
 TQ0574.Superseded values are not recommended for survey control.
 TQ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0574.See file dsdata.txt to determine how the superseded data were derived.
 TQ0574
 TQ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFV0645628327(NAD 83)
 TQ0574_MARKER: DD = SURVEY DISK
 TQ0574_SETTING: 0 = UNSPECIFIED SETTING
 TQ0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0574
 TQ0574  HISTORY     - Date     Condition        Report By
 TQ0574  HISTORY     - 1935     MONUMENTED       IBC
 TQ0574
 TQ0574                          STATION DESCRIPTION
 TQ0574
 TQ0574'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1935 (JHK)
 TQ0574'ABOUT 140 METERS SOUTH OF THE INTERNATIONAL BOUNDARY, ON THE PEAK
 TQ0574'ABOUT 1 MILE WEST OF MONUMENT 57.
 TQ0574'
 TQ0574'STATION MARK--A STANDARD INTERNATIONAL BOUNDARY COMMISSION BRONZE -
 TQ0574'DISK TRIANGULATION MARK, CEMENTED INTO THE ROCK, OVER WHICH A 5 - FOOT
 TQ0574'CAIRN WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0746 ***********************************************************************
 SC0746  DESIGNATION -  F 0
 SC0746  PID         -  SC0746
 SC0746  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0746  USGS QUAD   -  ABERDEEN (1994)
 SC0746
 SC0746                         *CURRENT SURVEY CONTROL
 SC0746  ___________________________________________________________________
 SC0746* NAD 83(1986)-  46 58 31.     (N)    123 49 04.     (W)     SCALED    
 SC0746* NAVD 88     -         4.147  (meters)      13.61   (feet)  ADJUSTED  
 SC0746  ___________________________________________________________________
 SC0746  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 SC0746  DYNAMIC HT  -           4.148 (meters)      13.61  (feet)  COMP
 SC0746  MODELED GRAV-     980,769.3   (mgal)                       NAVD 88
 SC0746
 SC0746  VERT ORDER  -  FIRST     CLASS I
 SC0746
 SC0746.The horizontal coordinates were scaled from a topographic map and have
 SC0746.an estimated accuracy of +/- 6 seconds.
 SC0746
 SC0746.The orthometric height was determined by differential leveling
 SC0746.and adjusted by the National Geodetic Survey in June 1991..
 SC0746.WARNING-Repeat measurements at this control monument indicate possible
 SC0746.vertical movement.
 SC0746
 SC0746.The geoid height was determined by GEOID03.
 SC0746
 SC0746.The dynamic height is computed by dividing the NAVD 88
 SC0746.geopotential number by the normal gravity value computed on the
 SC0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0746.degrees latitude (g = 980.6199 gals.).
 SC0746
 SC0746.The modeled gravity was interpolated from observed gravity values.
 SC0746
 SC0746;                    North         East    Units  Estimated Accuracy
 SC0746;SPC WA S     -   187,810.      247,640.      MT  (+/- 180 meters Scaled)
 SC0746
 SC0746                          SUPERSEDED SURVEY CONTROL
 SC0746
 SC0746  NGVD 29 (??/??/92)    3.145  (m)           10.32   (f) ADJ UNCH    1 1
 SC0746
 SC0746.Superseded values are not recommended for survey control.
 SC0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0746.See file dsdata.txt to determine how the superseded data were derived.
 SC0746
 SC0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT377027(NAD 83)
 SC0746_MARKER: DD = SURVEY DISK
 SC0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0746_SP_SET: BALUSTRADE
 SC0746_STAMPING: ELEV 15.10 F-0 1967 MLLW
 SC0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0746
 SC0746  HISTORY     - Date     Condition        Report By
 SC0746  HISTORY     - 1967     MONUMENTED       LOCENG
 SC0746  HISTORY     - 1968     GOOD             NGS
 SC0746  HISTORY     - 1974     GOOD             NGS
 SC0746  HISTORY     - 1989     GOOD             USPSQD
 SC0746
 SC0746                          STATION DESCRIPTION
 SC0746
 SC0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SC0746'IN ABERDEEN.
 SC0746'AT ABERDEEN, AT THE NORTH CORNER OF THE JUNCTION OF EAST MARKET AND
 SC0746'NORTH I STREETS, AT THE MARKET STREET ENTRANCE TO THE CITY HALL, IN
 SC0746'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST BALUSTRADE OF STEPS TO
 SC0746'THE ENTRANCE, 27 FEET NORTHEAST OF THE NORTHEAST CURB OF NORTH I
 SC0746'STREET, 62 FEET NORTHWEST OF THE NORTHWEST CURB OF EAST MARKET STREET,
 SC0746'7.5 FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE, 1.0 FOOT SOUTHEAST
 SC0746'OF THE SOUTHEAST FACE OF A CONCRETE COLUMN, AND ABOUT 1 1/2 FEET
 SC0746'HIGHER THAN THE STREETS.
 SC0746
 SC0746                          STATION RECOVERY (1974)
 SC0746
 SC0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SC0746'RECOVERED IN GOOD CONDITION.
 SC0746
 SC0746                          STATION RECOVERY (1989)
 SC0746
 SC0746'RECOVERY NOTE BY US POWER SQUADRON 1989 (DJM)
 SC0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0158 ***********************************************************************
 SY0158  DESIGNATION -  F 1
 SY0158  PID         -  SY0158
 SY0158  STATE/COUNTY-  WA/KING
 SY0158  USGS QUAD   -  AUBURN (1994)
 SY0158
 SY0158                         *CURRENT SURVEY CONTROL
 SY0158  ___________________________________________________________________
 SY0158* NAD 83(1986)-  47 31 56.     (N)    122 11 56.     (W)     SCALED    
 SY0158* NAVD 88     -        10.78   (+/-2cm)      35.4    (feet)  VERTCON   
 SY0158  ___________________________________________________________________
 SY0158  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SY0158
 SY0158  VERT ORDER  -  ? (See Below)
 SY0158
 SY0158.The horizontal coordinates were scaled from a topographic map and have
 SY0158.an estimated accuracy of +/- 6 seconds.
 SY0158
 SY0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0158.The vertical order pertains to the NGVD 29 superseded value.
 SY0158
 SY0158.The geoid height was determined by GEOID03.
 SY0158
 SY0158;                    North         East    Units  Estimated Accuracy
 SY0158;SPC WA N     -    60,090.      397,180.      MT  (+/- 180 meters Scaled)
 SY0158
 SY0158                          SUPERSEDED SURVEY CONTROL
 SY0158
 SY0158  NGVD 29 (??/??/??)    9.695  (m)           31.81   (f) ADJUSTED    ?  
 SY0158
 SY0158.Superseded values are not recommended for survey control.
 SY0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0158.See file dsdata.txt to determine how the superseded data were derived.
 SY0158
 SY0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET602646(NAD 83)
 SY0158_MARKER: DD = SURVEY DISK
 SY0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0158+STABILITY: SURFACE MOTION
 SY0158
 SY0158  HISTORY     - Date     Condition        Report By
 SY0158  HISTORY     - UNK      MONUMENTED       WA-033
 SY0158  HISTORY     - 1959     MARK NOT FOUND   CGS
 SY0158
 SY0158                          STATION DESCRIPTION
 SY0158
 SY0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SY0158'3 MI N FROM RENTON.
 SY0158'3.6 MILES NORTH ALONG STATE HIGHWAY 2 A FROM THE INTERSECTION OF PARK
 SY0158'STREET AND JOHNSON WAY IN RENTON, KING COUNTY, 284 FEET SOUTH OF A
 SY0158'RAILROAD BRIDGE AT A CREOSOTE PLANT, 78 FEET WEST OF THE WEST EDGE OF
 SY0158'THE PAVEMENT ON THE HIGHWAY, 27 FEET SOUTH OF THE CENTERLINE OF THE
 SY0158'INTERSECTION OF THE MAIN TRACKS AND A GRAVEL ROAD CROSSING THE TRACKS,
 SY0158'4.5 FEET WEST OF THE WEST TRACK, 4.5 FEET SOUTH OF A RAILROAD CROSSING
 SY0158'SIGN AND ON THE SOUTH SIDE OF A GRAVEL ROAD, 1.4 FEET EAST OF A WHITE
 SY0158'WITNESS POST.  A KING COUNTY AERIAL SURVEY STANDARD DISK SET IN THE
 SY0158'TOP OF A CONCRETE POST 8 INCHES BELOW THE SURFACE OF THE GROUND, IN
 SY0158'THE SHOULDER OF THE RAILROAD GRADE.  NOTE-- (THE MARK HAS BEEN HIT BY
 SY0158'HEAVY EQUIPMENT.  THE DISK IS PARTLY BROKEN OFF AND THE CONCRETE POST
 SY0158'IS CHIPPED ON ONE SIDE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0705 ***********************************************************************
 SX0705  DESIGNATION -  F 1
 SX0705  PID         -  SX0705
 SX0705  STATE/COUNTY-  WA/KING
 SX0705  USGS QUAD   -  STAMPEDE PASS (1989)
 SX0705
 SX0705                         *CURRENT SURVEY CONTROL
 SX0705  ___________________________________________________________________
 SX0705* NAD 83(1986)-  47 16 25.     (N)    121 20 21.     (W)     SCALED    
 SX0705* NAVD 88     -       869.630  (meters)    2853.11   (feet)  ADJUSTED  
 SX0705  ___________________________________________________________________
 SX0705  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SX0705  DYNAMIC HT  -         869.609 (meters)    2853.04  (feet)  COMP
 SX0705  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 SX0705
 SX0705  VERT ORDER  -  FIRST     CLASS II
 SX0705
 SX0705.The horizontal coordinates were scaled from a topographic map and have
 SX0705.an estimated accuracy of +/- 6 seconds.
 SX0705
 SX0705.The orthometric height was determined by differential leveling
 SX0705.and adjusted by the National Geodetic Survey in June 1991..
 SX0705
 SX0705.The geoid height was determined by GEOID03.
 SX0705
 SX0705.The dynamic height is computed by dividing the NAVD 88
 SX0705.geopotential number by the normal gravity value computed on the
 SX0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0705.degrees latitude (g = 980.6199 gals.).
 SX0705
 SX0705.The modeled gravity was interpolated from observed gravity values.
 SX0705
 SX0705;                    North         East    Units  Estimated Accuracy
 SX0705;SPC WA N     -    30,550.      461,720.      MT  (+/- 180 meters Scaled)
 SX0705
 SX0705                          SUPERSEDED SURVEY CONTROL
 SX0705
 SX0705  NGVD 29 (??/??/92)  868.427  (m)         2849.16   (f) ADJ UNCH    1 2
 SX0705
 SX0705.Superseded values are not recommended for survey control.
 SX0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0705.See file dsdata.txt to determine how the superseded data were derived.
 SX0705
 SX0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT256369(NAD 83)
 SX0705_MARKER: DB = BENCH MARK DISK
 SX0705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0705_SP_SET: BRICKWALL
 SX0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0705
 SX0705  HISTORY     - Date     Condition        Report By
 SX0705  HISTORY     - UNK      MONUMENTED       CGS
 SX0705  HISTORY     - 1944     POOR             NGS
 SX0705
 SX0705                          STATION DESCRIPTION
 SX0705
 SX0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SX0705'1.0 MI NE FROM STAMPEDE TUNNEL.
 SX0705'1.0 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0705'SOUTHWEST END OF STAMPEDE TUNNEL, KING COUNTY, NEAR THE KING-KITTITAS
 SX0705'COUNTY LINE, NEAR THE HALFWAY POINT OF THE TUNNEL, AT THE HEAD OF THE
 SX0705'TRACK GRADE, 7 FEET NORTHWEST OF THE NORTHWEST RAIL, IN THE VERTICAL
 SX0705'BRICKWALL FORMING THE WEST SIDE OF A MANHOLE, 1.5 FEET NORTHWEST OF
 SX0705'THE SIDE OF THE TUNNEL, AND 5 FEET ABOVE THE LEVEL OF THE RAIL.  A
 SX0705'STANDARD DISK, SET VERTICALLY.  NOTE-- THIS MARK IS IN VERY POOR
 SX0705'CONDITION DUE TO CORROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0215 ***********************************************************************
 SC0215  DESIGNATION -  F 10
 SC0215  PID         -  SC0215
 SC0215  STATE/COUNTY-  WA/LEWIS
 SC0215  USGS QUAD   -  CENTRALIA (1993)
 SC0215
 SC0215                         *CURRENT SURVEY CONTROL
 SC0215  ___________________________________________________________________
 SC0215* NAD 83(1986)-  46 42 57.     (N)    122 57 10.     (W)     SCALED    
 SC0215* NAVD 88     -        58.889  (meters)     193.21   (feet)  ADJUSTED  
 SC0215  ___________________________________________________________________
 SC0215  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SC0215  DYNAMIC HT  -          58.898 (meters)     193.23  (feet)  COMP
 SC0215  MODELED GRAV-     980,755.0   (mgal)                       NAVD 88
 SC0215
 SC0215  VERT ORDER  -  FIRST     CLASS II
 SC0215
 SC0215.The horizontal coordinates were scaled from a topographic map and have
 SC0215.an estimated accuracy of +/- 6 seconds.
 SC0215
 SC0215.The orthometric height was determined by differential leveling
 SC0215.and adjusted by the National Geodetic Survey in June 1991..
 SC0215
 SC0215.The geoid height was determined by GEOID03.
 SC0215
 SC0215.The dynamic height is computed by dividing the NAVD 88
 SC0215.geopotential number by the normal gravity value computed on the
 SC0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0215.degrees latitude (g = 980.6199 gals.).
 SC0215
 SC0215.The modeled gravity was interpolated from observed gravity values.
 SC0215
 SC0215;                    North         East    Units  Estimated Accuracy
 SC0215;SPC WA S     -   156,580.      312,510.      MT  (+/- 180 meters Scaled)
 SC0215
 SC0215                          SUPERSEDED SURVEY CONTROL
 SC0215
 SC0215  NGVD 29 (05/16/90)   57.844  (m)          189.78   (f) ADJUSTED    1 2
 SC0215
 SC0215.Superseded values are not recommended for survey control.
 SC0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0215.See file dsdata.txt to determine how the superseded data were derived.
 SC0215
 SC0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES036735(NAD 83)
 SC0215_MARKER: DB = BENCH MARK DISK
 SC0215_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SC0215_SP_SET: RAILROAD STATION WALL
 SC0215_STAMPING: ELEV 189.383 FT F 10 1920
 SC0215_MARK LOGO: CGS   
 SC0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0215+STABILITY: SURFACE MOTION
 SC0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0215+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2005
 SC0215
 SC0215  HISTORY     - Date     Condition        Report By
 SC0215  HISTORY     - 1920     MONUMENTED       CGS
 SC0215  HISTORY     - 1935     GOOD             NGS
 SC0215  HISTORY     - 1966     GOOD             NGS
 SC0215  HISTORY     - 1987     GOOD             NGS
 SC0215  HISTORY     - 20000225 GOOD             USPSQD
 SC0215  HISTORY     - 20030818 GOOD             USPSQD
 SC0215  HISTORY     - 20050612 GOOD             USPSQD
 SC0215
 SC0215                          STATION DESCRIPTION
 SC0215
 SC0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0215'IN CENTRALIA.
 SC0215'AT CENTRALIA, LEWIS COUNTY, AT THE NORTHERN PACIFIC RAILWAY STATION,
 SC0215'IN THE EAST BRICK WALL, 1 1/2 FEET NORTH OF THE MAIN ENTRANCE TO THE
 SC0215'WAITING ROOM AND 4 1/2 FEET ABOVE THE BRICK WALK.  A STANDARD DISK,
 SC0215'STAMPED F 10 1920, AND SET VERTICALLY.  STAMPED ELEV. 189.383 FT.
 SC0215
 SC0215                          STATION RECOVERY (1966)
 SC0215
 SC0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SC0215'RECOVERED IN GOOD CONDITION.
 SC0215
 SC0215                          STATION RECOVERY (1987)
 SC0215
 SC0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0215'RECOVERED IN GOOD CONDITION.
 SC0215
 SC0215                          STATION RECOVERY (2000)
 SC0215
 SC0215'RECOVERY NOTE BY US POWER SQUADRON 2000
 SC0215'RECOVERED IN GOOD CONDITION.
 SC0215
 SC0215                          STATION RECOVERY (2003)
 SC0215
 SC0215'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 SC0215'RECOVERED IN GOOD CONDITION.
 SC0215
 SC0215                          STATION RECOVERY (2005)
 SC0215
 SC0215'RECOVERY NOTE BY US POWER SQUADRON 2005 (KK)
 SC0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0541 ***********************************************************************
 SY0541  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0541  DESIGNATION -  F 11
 SY0541  PID         -  SY0541
 SY0541  STATE/COUNTY-  WA/PIERCE
 SY0541  USGS QUAD   -  TACOMA SOUTH (1994)
 SY0541
 SY0541                         *CURRENT SURVEY CONTROL
 SY0541  ___________________________________________________________________
 SY0541* NAD 83(1986)-  47 14 44.     (N)    122 26 08.     (W)     SCALED    
 SY0541* NAVD 88     -         9.059  (meters)      29.72   (feet)  ADJUSTED  
 SY0541  ___________________________________________________________________
 SY0541  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY0541  DYNAMIC HT  -           9.061 (meters)      29.73  (feet)  COMP
 SY0541  MODELED GRAV-     980,773.5   (mgal)                       NAVD 88
 SY0541
 SY0541  VERT ORDER  -  FIRST     CLASS II
 SY0541
 SY0541.The horizontal coordinates were scaled from a topographic map and have
 SY0541.an estimated accuracy of +/- 6 seconds.
 SY0541
 SY0541.The orthometric height was determined by differential leveling
 SY0541.and adjusted by the National Geodetic Survey in June 1991..
 SY0541.WARNING-Repeat measurements at this control monument indicate possible
 SY0541.vertical movement.
 SY0541
 SY0541.This Tidal Bench Mark is designated as VM 9158
 SY0541.by the Center for Operational Oceanographic Products and Services.
 SY0541
 SY0541.The geoid height was determined by GEOID03.
 SY0541
 SY0541.The dynamic height is computed by dividing the NAVD 88
 SY0541.geopotential number by the normal gravity value computed on the
 SY0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0541.degrees latitude (g = 980.6199 gals.).
 SY0541
 SY0541.The modeled gravity was interpolated from observed gravity values.
 SY0541
 SY0541;                    North         East    Units  Estimated Accuracy
 SY0541;SPC WA S     -   214,350.      353,480.      MT  (+/- 180 meters Scaled)
 SY0541
 SY0541                          SUPERSEDED SURVEY CONTROL
 SY0541
 SY0541  NGVD 29 (??/??/??)    7.992  (m)           26.22   (f) ADJUSTED    1 2
 SY0541
 SY0541.Superseded values are not recommended for survey control.
 SY0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0541.See file dsdata.txt to determine how the superseded data were derived.
 SY0541
 SY0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET427326(NAD 83)
 SY0541_MARKER: DB = BENCH MARK DISK
 SY0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0541_SP_SET: WALL
 SY0541_STAMPING: F 11 1920 ELEV. 26.227 FT.
 SY0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0541
 SY0541  HISTORY     - Date     Condition        Report By
 SY0541  HISTORY     - 1920     MONUMENTED       CGS
 SY0541  HISTORY     - 1973     GOOD             NGS
 SY0541  HISTORY     - 1988     GOOD             USPSQD
 SY0541  HISTORY     - 20051019 MARK NOT FOUND   GEOCAC
 SY0541
 SY0541                          STATION DESCRIPTION
 SY0541
 SY0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0541'IN TACOMA.
 SY0541'AT TACOMA, AT THE JUNCTION OF PACIFIC AVENUE AND SOUTH 19TH STREET,
 SY0541'ALONG THE BURLINGTON-NORTHERN RAILROAD, AT THE UNION STATION, SET
 SY0541'VERTICALLY IN THE EAST WALL OF THE HEATING PLANT BUILDING, 11.0 FEET
 SY0541'SOUTH OF THE SOUTHEAST CORNER OF THE STATION BUILDING, 6.4 FEET SOUTH
 SY0541'OF THE SOUTH EDGE OF THE STEPS ALONG THE SOUTH SIDE OF THE STATION TO
 SY0541'PACIFIC AVENUE, AND ABOUT 3 1/2 FEET HIGHER THAN THE TRACKS.  1/4, SEC
 SY0541'4, T20N, R 3E.
 SY0541
 SY0541                          STATION RECOVERY (1988)
 SY0541
 SY0541'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJH)
 SY0541'RECOVERED IN GOOD CONDITION.
 SY0541
 SY0541                          STATION RECOVERY (2005)
 SY0541
 SY0541'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 SY0541'DESTRUCTION OF MARK APPEARS LIKELY, BUT IT IS AT LEAST IMAGINABLE THAT
 SY0541'IT IS BURIED UNDER THE
 SY0541'ROCK GARDENNOW OCCUPYING THE HEATING PLANT SITE.  THE UNION STATION
 SY0541'BUILDING UNDERWENT
 SY0541'EXTENSIVE RENOVATION IN THE EARLY 1990S, AND IN 1992 WAS REOPENED AS
 SY0541'AN ART DISPLAY SPACE
 SY0541'AND THE ENTRYWAY TO A COURT COMPLEX.  THE NEAREST BUILDING TO THE
 SY0541'SOUTH IS NOW THE
 SY0541'WASHINGTON HISTORY MUSEUM, ABOUT 150 FEET AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0717 ***********************************************************************
 SC0717  DESIGNATION -  F 12
 SC0717  PID         -  SC0717
 SC0717  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0717  USGS QUAD   -  MONTESANO (1993)
 SC0717
 SC0717                         *CURRENT SURVEY CONTROL
 SC0717  ___________________________________________________________________
 SC0717* NAD 83(1986)-  46 58 19.     (N)    123 37 29.     (W)     SCALED    
 SC0717* NAVD 88     -         9.919  (meters)      32.54   (feet)  ADJUSTED  
 SC0717  ___________________________________________________________________
 SC0717  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 SC0717  DYNAMIC HT  -           9.921 (meters)      32.55  (feet)  COMP
 SC0717  MODELED GRAV-     980,770.7   (mgal)                       NAVD 88
 SC0717
 SC0717  VERT ORDER  -  FIRST     CLASS I
 SC0717
 SC0717.The horizontal coordinates were scaled from a topographic map and have
 SC0717.an estimated accuracy of +/- 6 seconds.
 SC0717
 SC0717.The orthometric height was determined by differential leveling
 SC0717.and adjusted by the National Geodetic Survey in June 1991..
 SC0717.WARNING-Repeat measurements at this control monument indicate possible
 SC0717.vertical movement.
 SC0717
 SC0717.The geoid height was determined by GEOID03.
 SC0717
 SC0717.The dynamic height is computed by dividing the NAVD 88
 SC0717.geopotential number by the normal gravity value computed on the
 SC0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0717.degrees latitude (g = 980.6199 gals.).
 SC0717
 SC0717.The modeled gravity was interpolated from observed gravity values.
 SC0717
 SC0717;                    North         East    Units  Estimated Accuracy
 SC0717;SPC WA S     -   186,840.      262,300.      MT  (+/- 180 meters Scaled)
 SC0717
 SC0717                          SUPERSEDED SURVEY CONTROL
 SC0717
 SC0717  NGVD 29 (??/??/92)    8.909  (m)           29.23   (f) ADJ UNCH    1 1
 SC0717
 SC0717.Superseded values are not recommended for survey control.
 SC0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0717.See file dsdata.txt to determine how the superseded data were derived.
 SC0717
 SC0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT524022(NAD 83)
 SC0717_MARKER: DB = BENCH MARK DISK
 SC0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0717_SP_SET: RETAINING WALL
 SC0717_STAMPING: F 12 1920 ELEV 28.632 FT
 SC0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0717
 SC0717  HISTORY     - Date     Condition        Report By
 SC0717  HISTORY     - 1920     MONUMENTED       CGS
 SC0717  HISTORY     - 1974     GOOD             NGS
 SC0717  HISTORY     - 1988     GOOD             USPSQD
 SC0717  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SC0717
 SC0717                          STATION DESCRIPTION
 SC0717
 SC0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0717'1.2 MI W FROM MONTESANO.
 SC0717'1.2 MI W ALONG THE BURLINGTON NORTHERN RR FROM THE CROSSING OF MAIN ST
 SC0717'AT MONTESANO IN TOP OF NE END OF THE SE CONC. RETAINING WALL FOR THE
 SC0717'NE CONC. ABUTMENT RR BRIDGE 59 4.0 FT OF SE RAIL 2.0 FT OF NE END OF
 SC0717'WALL.  NOTE-- A 1 FT CONC RAISED ADDITION NOW COVERS RETAINING WALL
 SC0717'ACCESS TO MK IS THROUGH A 5 IN IRON PIPE TO A DEPTH OF 1 FT.  2 FEET
 SC0717'BELOW THE TRACKS.  0.8 MILES E OF BM-K 478.
 SC0717
 SC0717                          STATION RECOVERY (1988)
 SC0717
 SC0717'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SC0717'RECOVERED IN GOOD CONDITION.
 SC0717
 SC0717                          STATION RECOVERY (1988)
 SC0717
 SC0717'RECOVERY NOTE BY US POWER SQUADRON 1988 (DJM)
 SC0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0718 ***********************************************************************
 SC0718  DESIGNATION -  F 12 RESET
 SC0718  PID         -  SC0718
 SC0718  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0718  USGS QUAD   -  MONTESANO (1993)
 SC0718
 SC0718                         *CURRENT SURVEY CONTROL
 SC0718  ___________________________________________________________________
 SC0718* NAD 83(1986)-  46 58 15.     (N)    123 37 27.     (W)     SCALED    
 SC0718* NAVD 88     -         8.93   (meters)      29.3    (feet)  RESET     
 SC0718  ___________________________________________________________________
 SC0718  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 SC0718
 SC0718  VERT ORDER  -  THIRD
 SC0718
 SC0718.The horizontal coordinates were scaled from a topographic map and have
 SC0718.an estimated accuracy of +/- 6 seconds.
 SC0718
 SC0718.The orthometric height was computed from unverified reset data.
 SC0718.No vertical observational check was made to the station.
 SC0718
 SC0718.The geoid height was determined by GEOID03.
 SC0718
 SC0718;                    North         East    Units  Estimated Accuracy
 SC0718;SPC WA S     -   186,720.      262,340.      MT  (+/- 180 meters Scaled)
 SC0718
 SC0718                          SUPERSEDED SURVEY CONTROL
 SC0718
 SC0718  NGVD 29 (??/??/??)    7.83   (m)           25.7    (f) RESET       3  
 SC0718
 SC0718.Superseded values are not recommended for survey control.
 SC0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0718.See file dsdata.txt to determine how the superseded data were derived.
 SC0718
 SC0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT525021(NAD 83)
 SC0718_MARKER: DB = BENCH MARK DISK
 SC0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SC0718_SP_SET: ABUTMENT
 SC0718_STAMPING: F 12 RESET 1964
 SC0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0718
 SC0718  HISTORY     - Date     Condition        Report By
 SC0718  HISTORY     - 1964     MONUMENTED       CGS
 SC0718  HISTORY     - 1974     MARK NOT FOUND   NGS
 SC0718  HISTORY     - 1989     GOOD             USPSQD
 SC0718  HISTORY     - 20051120 GOOD             USPSQD
 SC0718
 SC0718                          STATION DESCRIPTION
 SC0718
 SC0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SC0718'1.0 MI W FROM MONTESANO.
 SC0718'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 410 FROM THE POST OFFICE IN
 SC0718'MONTESANO, TO A CROSSROAD, THENCE SOUTH 0.15 MILES TO A Y
 SC0718'INTERSECTION, TAKE RIGHT FORK 0.3 MILES TO THE STEEL BRIDGE OVER THE
 SC0718'WYNOOCHEE RIVER.  THE MARK IS SET IN THE EAST END OF THE NORTH
 SC0718'CONCRETE BRIDGE ABUTMENT, 3 FEET EAST OF THE EAST EDGE OF THE ROAD,
 SC0718'1.5 FEET LOWER THAN THE ROAD AND 6 INCHES NORTH OF THE SOUTH EDGE OF
 SC0718'THE ABUTMENT.
 SC0718
 SC0718                          STATION RECOVERY (1974)
 SC0718
 SC0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SC0718'MARK NOT FOUND.
 SC0718
 SC0718                          STATION RECOVERY (1989)
 SC0718
 SC0718'RECOVERY NOTE BY US POWER SQUADRON 1989 (DJM)
 SC0718'RECOVERED IN GOOD CONDITION.
 SC0718
 SC0718                          STATION RECOVERY (2005)
 SC0718
 SC0718'RECOVERY NOTE BY US POWER SQUADRON 2005
 SC0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0854 ***********************************************************************
 RZ0854  DESIGNATION -  F 120
 RZ0854  PID         -  RZ0854
 RZ0854  STATE/COUNTY-  WA/WHITMAN
 RZ0854  USGS QUAD   -  PALOUSE (1975)
 RZ0854
 RZ0854                         *CURRENT SURVEY CONTROL
 RZ0854  ___________________________________________________________________
 RZ0854* NAD 83(1986)-  46 54 36.     (N)    117 04 52.     (W)     SCALED    
 RZ0854* NAVD 88     -       740.582  (meters)    2429.73   (feet)  ADJUSTED  
 RZ0854  ___________________________________________________________________
 RZ0854  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 RZ0854  DYNAMIC HT  -         740.534 (meters)    2429.57  (feet)  COMP
 RZ0854  MODELED GRAV-     980,524.6   (mgal)                       NAVD 88
 RZ0854
 RZ0854  VERT ORDER  -  SECOND    CLASS 0
 RZ0854
 RZ0854.The horizontal coordinates were scaled from a topographic map and have
 RZ0854.an estimated accuracy of +/- 6 seconds.
 RZ0854
 RZ0854.The orthometric height was determined by differential leveling
 RZ0854.and adjusted by the National Geodetic Survey in June 1991..
 RZ0854
 RZ0854.The geoid height was determined by GEOID03.
 RZ0854
 RZ0854.The dynamic height is computed by dividing the NAVD 88
 RZ0854.geopotential number by the normal gravity value computed on the
 RZ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0854.degrees latitude (g = 980.6199 gals.).
 RZ0854
 RZ0854.The modeled gravity was interpolated from observed gravity values.
 RZ0854
 RZ0854;                    North         East    Units  Estimated Accuracy
 RZ0854;SPC WA S     -   180,890.      760,360.      MT  (+/- 180 meters Scaled)
 RZ0854
 RZ0854                          SUPERSEDED SURVEY CONTROL
 RZ0854
 RZ0854  NGVD 29 (??/??/92)  739.461  (m)         2426.05   (f) ADJ UNCH    2 0
 RZ0854
 RZ0854.Superseded values are not recommended for survey control.
 RZ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0854.See file dsdata.txt to determine how the superseded data were derived.
 RZ0854
 RZ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM938951(NAD 83)
 RZ0854_MARKER: DB = BENCH MARK DISK
 RZ0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0854_STAMPING: F-120 1935
 RZ0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0854+STABILITY: SURFACE MOTION
 RZ0854
 RZ0854  HISTORY     - Date     Condition        Report By
 RZ0854  HISTORY     - 1935     MONUMENTED       CGS
 RZ0854  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0854
 RZ0854                          STATION DESCRIPTION
 RZ0854
 RZ0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0854'IN PALOUSE.
 RZ0854'AT THE WASHINGTON, IDAHO, MONTANA RAILWAY STATION, AT SOUTHWEST END OF
 RZ0854'PLATFORM.  56 FEET SOUTHWEST OF WEST CORNER OF RAILWAY STATION. 3.8
 RZ0854'FEET SOUTHWEST OF V IN PLATFORM.  19 FEET SOUTHEAST OF CENTERLINE OF
 RZ0854'MAINTRACK.  2 FEET SOUTHWEST OF TELEPHONE POLE.  TABLET SET IN PRECAST
 RZ0854'CONCRETE POST.
 RZ0854
 RZ0854                          STATION RECOVERY (1980)
 RZ0854
 RZ0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0854'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE AREA
 RZ0854'DESCRIBED HAS BEEN GRADED, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0087 ***********************************************************************
 TR0087  DESIGNATION -  F 13
 TR0087  PID         -  TR0087
 TR0087  STATE/COUNTY-  WA/SKAGIT
 TR0087  USGS QUAD   -  LA CONNER (1973)
 TR0087
 TR0087                         *CURRENT SURVEY CONTROL
 TR0087  ___________________________________________________________________
 TR0087* NAD 83(1986)-  48 27 28.     (N)    122 22 51.     (W)     SCALED    
 TR0087* NAVD 88     -         7.593  (meters)      24.91   (feet)  ADJUSTED  
 TR0087  ___________________________________________________________________
 TR0087  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 TR0087  DYNAMIC HT  -           7.595 (meters)      24.92  (feet)  COMP
 TR0087  MODELED GRAV-     980,865.3   (mgal)                       NAVD 88
 TR0087
 TR0087  VERT ORDER  -  FIRST     CLASS II
 TR0087
 TR0087.The horizontal coordinates were scaled from a topographic map and have
 TR0087.an estimated accuracy of +/- 6 seconds.
 TR0087
 TR0087.The orthometric height was determined by differential leveling
 TR0087.and adjusted by the National Geodetic Survey in June 1991..
 TR0087
 TR0087.The geoid height was determined by GEOID03.
 TR0087
 TR0087.The dynamic height is computed by dividing the NAVD 88
 TR0087.geopotential number by the normal gravity value computed on the
 TR0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0087.degrees latitude (g = 980.6199 gals.).
 TR0087
 TR0087.The modeled gravity was interpolated from observed gravity values.
 TR0087
 TR0087;                    North         East    Units  Estimated Accuracy
 TR0087;SPC WA N     -   163,230.      385,560.      MT  (+/- 180 meters Scaled)
 TR0087
 TR0087                          SUPERSEDED SURVEY CONTROL
 TR0087
 TR0087  NGVD 29 (??/??/92)    6.435  (m)           21.11   (f) ADJ UNCH    1 2
 TR0087
 TR0087.Superseded values are not recommended for survey control.
 TR0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0087.See file dsdata.txt to determine how the superseded data were derived.
 TR0087
 TR0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU457673(NAD 83)
 TR0087_MARKER: DB = BENCH MARK DISK
 TR0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0087_STAMPING: F 13 1922 21.145 FT.
 TR0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0087+STABILITY: SURFACE MOTION
 TR0087
 TR0087  HISTORY     - Date     Condition        Report By
 TR0087  HISTORY     - 1922     MONUMENTED       CGS
 TR0087  HISTORY     - 1973     GOOD             NGS
 TR0087  HISTORY     - 1983     GOOD             USPSQD
 TR0087  HISTORY     - 1984     GOOD             USPSQD
 TR0087  HISTORY     - 20050626 GOOD             USPSQD
 TR0087
 TR0087                          STATION DESCRIPTION
 TR0087
 TR0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0087'2.7 MI SW FROM BURLINGTON.
 TR0087'2.7 MILES SOUTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0087'CROSSING OF FAIRHAVEN AVENUE AT BURLINGTON, ABOUT 6 RAILS NORTHEAST OF
 TR0087'THE CROSSING OF AVON ALLEN ROAD, 18.2 FEET SOUTHEAST OF THE SOUTHEAST
 TR0087'RAIL, 136 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 20, 18.5
 TR0087'FEET EAST OF THE CENTER OF A SWITCH STAND, 25.0 FEET NORTHEAST OF THE
 TR0087'NORTH CORNER OF A LOADING PLATFORM AT MOBILE OIL COMPANY BULK PLANT,
 TR0087'96 1/2 FEET EAST AND ACROSS THE TRACK FROM POWER POLE SW-MP 10-12, 1.7
 TR0087'FEET NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 TR0087'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 TR0087'THE GROUND.  SEC 2, T 34N, R 4E.
 TR0087
 TR0087                          STATION RECOVERY (1983)
 TR0087
 TR0087'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0087'RECOVERED IN GOOD CONDITION.
 TR0087
 TR0087                          STATION RECOVERY (1984)
 TR0087
 TR0087'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0087'RECOVERED IN GOOD CONDITION.
 TR0087
 TR0087                          STATION RECOVERY (2005)
 TR0087
 TR0087'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMS)
 TR0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0774 ***********************************************************************
 TR0774  DESIGNATION -  F 14
 TR0774  PID         -  TR0774
 TR0774  STATE/COUNTY-  WA/CLALLAM
 TR0774  USGS QUAD   -  PORT ANGELES (1985)
 TR0774
 TR0774                         *CURRENT SURVEY CONTROL
 TR0774  ___________________________________________________________________
 TR0774* NAD 83(1986)-  48 06 49.     (N)    123 28 44.     (W)     SCALED    
 TR0774* NAVD 88     -        92.700  (meters)     304.13   (feet)  ADJUSTED  
 TR0774  ___________________________________________________________________
 TR0774  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 TR0774  DYNAMIC HT  -          92.722 (meters)     304.21  (feet)  COMP
 TR0774  MODELED GRAV-     980,847.9   (mgal)                       NAVD 88
 TR0774
 TR0774  VERT ORDER  -  FIRST     CLASS I
 TR0774
 TR0774.The horizontal coordinates were scaled from a topographic map and have
 TR0774.an estimated accuracy of +/- 6 seconds.
 TR0774
 TR0774.The orthometric height was determined by differential leveling
 TR0774.and adjusted by the National Geodetic Survey in June 1991..
 TR0774
 TR0774.The geoid height was determined by GEOID03.
 TR0774
 TR0774.The dynamic height is computed by dividing the NAVD 88
 TR0774.geopotential number by the normal gravity value computed on the
 TR0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0774.degrees latitude (g = 980.6199 gals.).
 TR0774
 TR0774.The modeled gravity was interpolated from observed gravity values.
 TR0774
 TR0774;                    North         East    Units  Estimated Accuracy
 TR0774;SPC WA N     -   127,200.      303,060.      MT  (+/- 180 meters Scaled)
 TR0774
 TR0774                          SUPERSEDED SURVEY CONTROL
 TR0774
 TR0774  NGVD 29 (??/??/92)   91.574  (m)          300.44   (f) ADJ UNCH    1 1
 TR0774
 TR0774.Superseded values are not recommended for survey control.
 TR0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0774.See file dsdata.txt to determine how the superseded data were derived.
 TR0774
 TR0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU643290(NAD 83)
 TR0774_MARKER: DB = BENCH MARK DISK
 TR0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0774_STAMPING: 300.459 F 14 1931
 TR0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0774+STABILITY: SURFACE MOTION
 TR0774
 TR0774  HISTORY     - Date     Condition        Report By
 TR0774  HISTORY     - 1931     MONUMENTED       CGS
 TR0774  HISTORY     - 1974     GOOD             NGS
 TR0774  HISTORY     - 1988     GOOD             USPSQD
 TR0774  HISTORY     - 19910716 GOOD             USPSQD
 TR0774
 TR0774                          STATION DESCRIPTION
 TR0774
 TR0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0774'2.35 MI NW FROM PORT ANGELES.
 TR0774'ABOUT 2.35 MILES NORTHWEST ALONG STATE HIGHWAY 112 FROM THE
 TR0774'INTERSECTION OF U. S. HIGHWAY 101 AT PORT ANGELES, 0.1 MILE SOUTHEAST
 TR0774'OF HIGHWAY MILEPOST 64, AT THE JUNCTION OF THE MAIN ENTRANCE TO
 TR0774'LINCOLN PARK, 44 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35
 TR0774'FEET NORTHWEST OF THE CENTER LINE OF ENTRANCE ROAD TO PARK, 10 FEET
 TR0774'WEST OF THE WEST ONE OF TWO POSTS SUPPORTING A LINCOLN PARK SIGN, 10
 TR0774'1/2 FEET WEST OF FENCE POST FOR CYCLONE FENCE AND AT POINT WHERE FENCE
 TR0774'ANGLES, 54 1/2 FEET EAST OF A POWER LINE POLE WITH GUY WIRE, 2.0 FEET
 TR0774'SOUTH OF THE FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 1/2
 TR0774'FOOT HIGHER THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 TR0774'PROJECTING 0.8 FOOT.  1/4, SEC 8, T 30N, R 6W.
 TR0774
 TR0774                          STATION RECOVERY (1988)
 TR0774
 TR0774'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWB)
 TR0774'RECOVERED IN GOOD CONDITION.
 TR0774
 TR0774                          STATION RECOVERY (1991)
 TR0774
 TR0774'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1062 ***********************************************************************
 SY1062  DESIGNATION -  F 15
 SY1062  PID         -  SY1062
 SY1062  STATE/COUNTY-  WA/JEFFERSON
 SY1062  USGS QUAD   -  MOUNT WALKER (1995)
 SY1062
 SY1062                         *CURRENT SURVEY CONTROL
 SY1062  ___________________________________________________________________
 SY1062* NAD 83(1986)-  47 51 59.     (N)    122 52 42.     (W)     SCALED    
 SY1062* NAVD 88     -        63.051  (meters)     206.86   (feet)  ADJUSTED  
 SY1062  ___________________________________________________________________
 SY1062  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SY1062  DYNAMIC HT  -          63.065 (meters)     206.91  (feet)  COMP
 SY1062  MODELED GRAV-     980,839.7   (mgal)                       NAVD 88
 SY1062
 SY1062  VERT ORDER  -  FIRST     CLASS II
 SY1062
 SY1062.The horizontal coordinates were scaled from a topographic map and have
 SY1062.an estimated accuracy of +/- 6 seconds.
 SY1062
 SY1062.The orthometric height was determined by differential leveling
 SY1062.and adjusted by the National Geodetic Survey in June 1991..
 SY1062
 SY1062.The geoid height was determined by GEOID03.
 SY1062
 SY1062.The dynamic height is computed by dividing the NAVD 88
 SY1062.geopotential number by the normal gravity value computed on the
 SY1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1062.degrees latitude (g = 980.6199 gals.).
 SY1062
 SY1062.The modeled gravity was interpolated from observed gravity values.
 SY1062
 SY1062;                    North         East    Units  Estimated Accuracy
 SY1062;SPC WA N     -    98,360.      347,020.      MT  (+/- 180 meters Scaled)
 SY1062
 SY1062                          SUPERSEDED SURVEY CONTROL
 SY1062
 SY1062  NGVD 29 (??/??/??)   61.934  (m)          203.20   (f) ADJUSTED    1 2
 SY1062
 SY1062.Superseded values are not recommended for survey control.
 SY1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1062.See file dsdata.txt to determine how the superseded data were derived.
 SY1062
 SY1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU090014(NAD 83)
 SY1062_MARKER: DB = BENCH MARK DISK
 SY1062_SETTING: 0 = UNSPECIFIED SETTING
 SY1062_STAMPING: F-15 1931
 SY1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1062
 SY1062  HISTORY     - Date     Condition        Report By
 SY1062  HISTORY     - 1931     MONUMENTED       CGS
 SY1062  HISTORY     - 1934     MARK NOT FOUND   CGS
 SY1062
 SY1062                          STATION DESCRIPTION
 SY1062
 SY1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SY1062'3.3 MI N FROM QUILCENE.
 SY1062'3.3 MILES NORTH OF QUILCENE ALONG U.S. HIWAY NO. 101, 1.4 MILES NORTH
 SY1062'ALONG HIWAY FROM FORKING ROAD LEADING TO LAKE LELAND, 1.1 MILES SOUTH
 SY1062'ALONG HIWAY FROM LARGE BARN AND FARMHOUSE WHICH ARE ABOUT 1/4 MILE
 SY1062'WEST OF HIWAY.  NOTE-- DESCRIPTION ISNT ADEQUATE TO RECOVER MARK.
 SY1062
 SY1062                          STATION RECOVERY (1934)
 SY1062
 SY1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 SY1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1250 ***********************************************************************
 SY1250  DESIGNATION -  F 16
 SY1250  PID         -  SY1250
 SY1250  STATE/COUNTY-  WA/MASON
 SY1250  USGS QUAD   -  LILLIWAUP (1985)
 SY1250
 SY1250                         *CURRENT SURVEY CONTROL
 SY1250  ___________________________________________________________________
 SY1250* NAD 83(1986)-  47 25 48.     (N)    123 07 31.     (W)     SCALED    
 SY1250* NAVD 88     -         5.650  (meters)      18.54   (feet)  ADJUSTED  
 SY1250  ___________________________________________________________________
 SY1250  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SY1250  DYNAMIC HT  -           5.651 (meters)      18.54  (feet)  COMP
 SY1250  MODELED GRAV-     980,806.4   (mgal)                       NAVD 88
 SY1250
 SY1250  VERT ORDER  -  FIRST     CLASS I
 SY1250
 SY1250.The horizontal coordinates were scaled from a topographic map and have
 SY1250.an estimated accuracy of +/- 6 seconds.
 SY1250
 SY1250.The orthometric height was determined by differential leveling
 SY1250.and adjusted by the National Geodetic Survey in June 1991..
 SY1250
 SY1250.The geoid height was determined by GEOID03.
 SY1250
 SY1250.The dynamic height is computed by dividing the NAVD 88
 SY1250.geopotential number by the normal gravity value computed on the
 SY1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1250.degrees latitude (g = 980.6199 gals.).
 SY1250
 SY1250.The modeled gravity was interpolated from observed gravity values.
 SY1250
 SY1250;                    North         East    Units  Estimated Accuracy
 SY1250;SPC WA S     -   236,350.      301,970.      MT  (+/- 180 meters Scaled)
 SY1250
 SY1250                          SUPERSEDED SURVEY CONTROL
 SY1250
 SY1250  NGVD 29 (??/??/??)    4.579  (m)           15.02   (f) ADJUSTED    1 1
 SY1250
 SY1250.Superseded values are not recommended for survey control.
 SY1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1250.See file dsdata.txt to determine how the superseded data were derived.
 SY1250
 SY1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT905529(NAD 83)
 SY1250_MARKER: DB = BENCH MARK DISK
 SY1250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1250_SP_SET: BRIDGE GUARDRAIL
 SY1250_STAMPING: F 16 1931 14.865
 SY1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1250
 SY1250  HISTORY     - Date     Condition        Report By
 SY1250  HISTORY     - 1931     MONUMENTED       CGS
 SY1250  HISTORY     - 1973     GOOD             NGS
 SY1250  HISTORY     - 1981     MARK NOT FOUND   USPSQD
 SY1250  HISTORY     - 1983     GOOD             USPSQD
 SY1250  HISTORY     - 1987     GOOD             USPSQD
 SY1250  HISTORY     - 1990     GOOD             USPSQD
 SY1250
 SY1250                          STATION DESCRIPTION
 SY1250
 SY1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1250'1.7 MI N FROM HOODSPORT.
 SY1250'1.7 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1250'HOODSPORT, 2.55 MILES SOUTH OF LILLIWAUP, IN THE TOP AND 2.6 FEET
 SY1250'SOUTH OF THE NORTH END OF THE WEST CONCRETE GUARDRAIL OF A CONCRETE
 SY1250'BRIDGE OVER MILLER CREEK, 14 FEET WEST OF THE CENTER LINE OF THE
 SY1250'HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  SEC 1, T 22N, R
 SY1250'4W.
 SY1250
 SY1250                          STATION RECOVERY (1981)
 SY1250
 SY1250'RECOVERY NOTE BY US POWER SQUADRON 1981 (ERR)
 SY1250'MARK NOT FOUND.
 SY1250
 SY1250                          STATION RECOVERY (1983)
 SY1250
 SY1250'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1250'RECOVERED IN GOOD CONDITION.
 SY1250
 SY1250                          STATION RECOVERY (1987)
 SY1250
 SY1250'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRH)
 SY1250'RECOVERED IN GOOD CONDITION.
 SY1250
 SY1250                          STATION RECOVERY (1990)
 SY1250
 SY1250'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1588 ***********************************************************************
 SY1588  DESIGNATION -  F 16 RESET 1979
 SY1588  PID         -  SY1588
 SY1588  STATE/COUNTY-  WA/MASON
 SY1588  USGS QUAD   -  LILLIWAUP (1985)
 SY1588
 SY1588                         *CURRENT SURVEY CONTROL
 SY1588  ___________________________________________________________________
 SY1588* NAD 83(1986)-  47 25 48.     (N)    123 07 31.     (W)     SCALED    
 SY1588* NAVD 88     -         5.39   (meters)      17.7    (feet)  RESET     
 SY1588  ___________________________________________________________________
 SY1588  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SY1588
 SY1588  VERT ORDER  -  THIRD
 SY1588
 SY1588.The horizontal coordinates were scaled from a topographic map and have
 SY1588.an estimated accuracy of +/- 6 seconds.
 SY1588
 SY1588.The orthometric height was computed from unverified reset data.
 SY1588.No vertical observational check was made to the station.
 SY1588
 SY1588.The geoid height was determined by GEOID03.
 SY1588
 SY1588;                    North         East    Units  Estimated Accuracy
 SY1588;SPC WA S     -   236,350.      301,970.      MT  (+/- 180 meters Scaled)
 SY1588
 SY1588                          SUPERSEDED SURVEY CONTROL
 SY1588
 SY1588  NGVD 29 (??/??/??)    4.32   (m)           14.2    (f) RESET       3  
 SY1588
 SY1588.Superseded values are not recommended for survey control.
 SY1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1588.See file dsdata.txt to determine how the superseded data were derived.
 SY1588
 SY1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT905529(NAD 83)
 SY1588_MARKER: DB = BENCH MARK DISK
 SY1588_SETTING: 66 = SET IN ROCK OUTCROP
 SY1588_SP_SET: OUTCROP LEDGE
 SY1588_STAMPING: F 16 1931  RESET 1979
 SY1588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SY1588+STABILITY: POSITION/ELEVATION WELL
 SY1588
 SY1588  HISTORY     - Date     Condition        Report By
 SY1588  HISTORY     - 1979     MONUMENTED       CGS
 SY1588  HISTORY     - 1973     GOOD             NGS
 SY1588  HISTORY     - 1987     GOOD             USPSQD
 SY1588  HISTORY     - 1988     GOOD             USPSQD
 SY1588  HISTORY     - 1989     GOOD             USPSQD
 SY1588  HISTORY     - 1990     GOOD             USPSQD
 SY1588  HISTORY     - 20020705 GOOD             INDIV
 SY1588
 SY1588                          STATION DESCRIPTION
 SY1588
 SY1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1588'1.8 MI N FROM LILLIWAUP.
 SY1588'1.8 MILES NORTH ALONG U.S. HIGHWAY 101 FROM HOODSPORT, MASON COUNTY,
 SY1588'AT THE BRIDGE OVER MILLER CREEK, IN TOP OF THE NORTHWEST CORNER OF
 SY1588'BRIDGE RAIL, AND 18' EAST OF U.S. HIGHWAY 101.
 SY1588
 SY1588                          STATION RECOVERY (1987)
 SY1588
 SY1588'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1588'RECOVERED IN GOOD CONDITION.
 SY1588
 SY1588                          STATION RECOVERY (1988)
 SY1588
 SY1588'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1588'RECOVERED IN GOOD CONDITION.
 SY1588
 SY1588                          STATION RECOVERY (1989)
 SY1588
 SY1588'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1588'RECOVERED IN GOOD CONDITION.
 SY1588
 SY1588                          STATION RECOVERY (1990)
 SY1588
 SY1588'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1588'RECOVERED IN GOOD CONDITION.
 SY1588
 SY1588                          STATION RECOVERY (2002)
 SY1588
 SY1588'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TL)
 SY1588'RECOVERED AS DESCRIBED.  THE DISK WAS APPARENTLY REMONUMENTED IN 1979
 SY1588'BECAUSE THE BRIDGE RAILS SHOW THAT THE BRIDGE WAS RE-INSTALLED IN
 SY1588'1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0861 ***********************************************************************
 SY0861  DESIGNATION -  F 17
 SY0861  PID         -  SY0861
 SY0861  STATE/COUNTY-  WA/THURSTON
 SY0861  USGS QUAD   -  TUMWATER (1994)
 SY0861
 SY0861                         *CURRENT SURVEY CONTROL
 SY0861  ___________________________________________________________________
 SY0861* NAD 83(1986)-  47 02 46.     (N)    122 56 07.     (W)     SCALED    
 SY0861* NAVD 88     -        60.627  (meters)     198.91   (feet)  ADJUSTED  
 SY0861  ___________________________________________________________________
 SY0861  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SY0861  DYNAMIC HT  -          60.639 (meters)     198.95  (feet)  COMP
 SY0861  MODELED GRAV-     980,811.5   (mgal)                       NAVD 88
 SY0861
 SY0861  VERT ORDER  -  FIRST     CLASS I
 SY0861
 SY0861.The horizontal coordinates were scaled from a topographic map and have
 SY0861.an estimated accuracy of +/- 6 seconds.
 SY0861
 SY0861.The orthometric height was determined by differential leveling
 SY0861.and adjusted by the National Geodetic Survey in June 1991..
 SY0861
 SY0861.The geoid height was determined by GEOID03.
 SY0861
 SY0861.The dynamic height is computed by dividing the NAVD 88
 SY0861.geopotential number by the normal gravity value computed on the
 SY0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0861.degrees latitude (g = 980.6199 gals.).
 SY0861
 SY0861.The modeled gravity was interpolated from observed gravity values.
 SY0861
 SY0861;                    North         East    Units  Estimated Accuracy
 SY0861;SPC WA S     -   193,240.      314,980.      MT  (+/- 180 meters Scaled)
 SY0861
 SY0861                          SUPERSEDED SURVEY CONTROL
 SY0861
 SY0861  NGVD 29 (??/??/??)   59.589  (m)          195.50   (f) ADJUSTED    1 1
 SY0861
 SY0861.Superseded values are not recommended for survey control.
 SY0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0861.See file dsdata.txt to determine how the superseded data were derived.
 SY0861
 SY0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET049102(NAD 83)
 SY0861_MARKER: DB = BENCH MARK DISK
 SY0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0861_STAMPING: F 17 1931 195.239
 SY0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0861+STABILITY: SURFACE MOTION
 SY0861
 SY0861  HISTORY     - Date     Condition        Report By
 SY0861  HISTORY     - 1931     MONUMENTED       CGS
 SY0861  HISTORY     - 1973     GOOD             NGS
 SY0861  HISTORY     - 1977     GOOD             NGS
 SY0861  HISTORY     - 1983     GOOD             USPSQD
 SY0861
 SY0861                          STATION DESCRIPTION
 SY0861
 SY0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0861'0.45 MI W FROM OLYMPIA.
 SY0861'0.45 MILE WEST ALONG HARRISON AVENUE AND MUD BAY ROAD NW FROM THE
 SY0861'JUNCTION OF DIVISION STREET AT OLYMPIA, 0.3 MILE EAST OF THE JUNCTION
 SY0861'OF COOPER POINT ROAD NW, AT THE JUNCTION OF 4TH AVENUE WEST, 28 FEET
 SY0861'NORTH OF THE CENTER LINE OF THE ROAD, 77 FEET WEST OF THE EXTENDED
 SY0861'CENTER LINE OF THE AVENUE, 133 FEET WEST OF POWER POLE GS78 78G
 SY0861'BEARING A STREET LIGHT AND 4 GUY WIRES, 91 FEET EAST OF A POWER POLE,
 SY0861'1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD,
 SY0861'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 SY0861'GROUND.  1/4, SEC 16, T 18N, R 2W.  NOTE-- BM TO BE REMOVED FOR FUTURE
 SY0861'CONSTRUCTION, NEW MARK F-17 RESET ESTABLISHED.
 SY0861
 SY0861                          STATION RECOVERY (1977)
 SY0861
 SY0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 SY0861'RECOVERED IN GOOD CONDITION.
 SY0861
 SY0861                          STATION RECOVERY (1983)
 SY0861
 SY0861'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0861'NOW EMBEDDED IN PUBLIC SIDEWALK NORTHWEST CORNER OF HARRISON AND
 SY0861'KENYON STS. 15' OF CORNER LAMP POST 14- FLUSH WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0862 ***********************************************************************
 SY0862  DESIGNATION -  F 17 RESET 1977
 SY0862  PID         -  SY0862
 SY0862  STATE/COUNTY-  WA/THURSTON
 SY0862  USGS QUAD   -  TUMWATER (1994)
 SY0862
 SY0862                         *CURRENT SURVEY CONTROL
 SY0862  ___________________________________________________________________
 SY0862* NAD 83(1986)-  47 02 45.     (N)    122 56 01.     (W)     SCALED    
 SY0862* NAVD 88     -        62.59   (meters)     205.3    (feet)  RESET     
 SY0862  ___________________________________________________________________
 SY0862  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SY0862
 SY0862  VERT ORDER  -  THIRD
 SY0862
 SY0862.The horizontal coordinates were scaled from a topographic map and have
 SY0862.an estimated accuracy of +/- 6 seconds.
 SY0862
 SY0862.The orthometric height was computed from unverified reset data.
 SY0862.No vertical observational check was made to the station.
 SY0862
 SY0862.The geoid height was determined by GEOID03.
 SY0862
 SY0862;                    North         East    Units  Estimated Accuracy
 SY0862;SPC WA S     -   193,200.      315,110.      MT  (+/- 180 meters Scaled)
 SY0862
 SY0862                          SUPERSEDED SURVEY CONTROL
 SY0862
 SY0862  NGVD 29 (??/??/??)   61.56   (m)          202.0    (f) RESET       3  
 SY0862
 SY0862.Superseded values are not recommended for survey control.
 SY0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0862.See file dsdata.txt to determine how the superseded data were derived.
 SY0862
 SY0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET050102(NAD 83)
 SY0862_MARKER: DB = BENCH MARK DISK
 SY0862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0862_SP_SET: SIDEWALK
 SY0862_STAMPING: F 17 RESET 1977
 SY0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0862+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 SY0862
 SY0862  HISTORY     - Date     Condition        Report By
 SY0862  HISTORY     - 1977     MONUMENTED       NGS
 SY0862  HISTORY     - 1987     GOOD             USPSQD
 SY0862  HISTORY     - 20060316 GOOD             USPSQD
 SY0862
 SY0862                          STATION DESCRIPTION
 SY0862
 SY0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SY0862'1.75 MI W FROM OLYMPIA.
 SY0862'1.75 MILES WEST ALONG OLD HIGHWAY 101 FROM THE INTERSECTION OF CAPITOL
 SY0862'WAY AND FOURTH AVE. IN OLYMPIA, AT THE INTERSECTION OF HARRISON AVENUE
 SY0862'AND KENYON STREET IN WEST OLYMPIA, 40.6 FEET EAST OF THE CENTER OF
 SY0862'KENYON STREET, 37.0 FEET NORTH OF THE CENTER OF HARRISON AVENUE, 6.3
 SY0862'FEET NORTH OF THE SOUTH EDGE OF THE SIDEWALK AND 6 FEET WEST OF THE
 SY0862'POINT WHERE THE SIDE WALK STARTS A CURVE TO THE NORTH. A STANDARD DISK
 SY0862'SET IN A DRILL HOLE IN THE SIDEWALK.
 SY0862
 SY0862                          STATION RECOVERY (1987)
 SY0862
 SY0862'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRC)
 SY0862'RECOVERED IN GOOD CONDITION.
 SY0862
 SY0862                          STATION RECOVERY (2006)
 SY0862
 SY0862'RECOVERY NOTE BY US POWER SQUADRON 2006
 SY0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0393 ***********************************************************************
 SX0393  DESIGNATION -  F 18
 SX0393  PID         -  SX0393
 SX0393  STATE/COUNTY-  WA/CHELAN
 SX0393  USGS QUAD   -  LIBERTY (1989)
 SX0393
 SX0393                         *CURRENT SURVEY CONTROL
 SX0393  ___________________________________________________________________
 SX0393* NAD 83(1986)-  47 22 25.     (N)    120 39 14.     (W)     SCALED    
 SX0393* NAVD 88     -       972.962  (meters)    3192.13   (feet)  ADJUSTED  
 SX0393  ___________________________________________________________________
 SX0393  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 SX0393  DYNAMIC HT  -         972.937 (meters)    3192.04  (feet)  COMP
 SX0393  MODELED GRAV-     980,553.6   (mgal)                       NAVD 88
 SX0393
 SX0393  VERT ORDER  -  FIRST     CLASS II
 SX0393
 SX0393.The horizontal coordinates were scaled from a topographic map and have
 SX0393.an estimated accuracy of +/- 6 seconds.
 SX0393
 SX0393.The orthometric height was determined by differential leveling
 SX0393.and adjusted by the National Geodetic Survey in June 1991..
 SX0393
 SX0393.The geoid height was determined by GEOID03.
 SX0393
 SX0393.The dynamic height is computed by dividing the NAVD 88
 SX0393.geopotential number by the normal gravity value computed on the
 SX0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0393.degrees latitude (g = 980.6199 gals.).
 SX0393
 SX0393.The modeled gravity was interpolated from observed gravity values.
 SX0393
 SX0393;                    North         East    Units  Estimated Accuracy
 SX0393;SPC WA N     -    41,560.      513,550.      MT  (+/- 180 meters Scaled)
 SX0393
 SX0393                          SUPERSEDED SURVEY CONTROL
 SX0393
 SX0393  NGVD 29 (??/??/92)  971.767  (m)         3188.21   (f) ADJ UNCH    1 2
 SX0393
 SX0393.Superseded values are not recommended for survey control.
 SX0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0393.See file dsdata.txt to determine how the superseded data were derived.
 SX0393
 SX0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT771493(NAD 83)
 SX0393_MARKER: DB = BENCH MARK DISK
 SX0393_SETTING: 66 = SET IN ROCK OUTCROP
 SX0393_SP_SET: ROCK CUT
 SX0393_STAMPING: 3188.353 F 18 1931
 SX0393_MARK LOGO: CGS   
 SX0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0393+STABILITY: POSITION/ELEVATION WELL
 SX0393
 SX0393  HISTORY     - Date     Condition        Report By
 SX0393  HISTORY     - 1931     MONUMENTED       CGS
 SX0393  HISTORY     - 1934     GOOD             NGS
 SX0393  HISTORY     - 1982     GOOD             NGS
 SX0393  HISTORY     - 1988     GOOD             USPSQD
 SX0393
 SX0393                          STATION DESCRIPTION
 SX0393
 SX0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0393'3.3 MI N FROM BLEWETT PASS.
 SX0393'IN CHELAN COUNTY, 3.3 MILES NORTH ALONG U.S. HIGHWAY 97 FROM BLEWETT
 SX0393'PASS, 6 FEET NORTH OF THE EDGE OF THE HIGHWAY, IN THE FACE OF A ROCK
 SX0393'CUT, AND ABOUT 4 FEET ABOVE THE HIGHWAY.  A STANDARD DISK, STAMPED
 SX0393'3188.353 F 18 1931 AND SET VERTICALLY.
 SX0393
 SX0393                          STATION RECOVERY (1982)
 SX0393
 SX0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0393'18.8 KM (11.7 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0393'CLE ELUM, THENCE 15.8 KM (9.8 MI) NORTHEAST ALONG US HIGHWAY 97,
 SX0393'THENCE 13.2 KM (8.2 MI) NORTH ALONG OLD BLEWETT ROAD, VERTICAL IN A 10
 SX0393'BY 30 FOOT EXPOSED PORTION OF A MASSIVE SANDSTONE OUTCROP, 5.3 KM (3.3
 SX0393'MI) NORTH OF THE SUMMIT, 6 METERS (19.7 FT) NORTH OF THE ROAD
 SX0393'CENTERLINE.
 SX0393'THE MARK IS 1.5 M ABOVE THE ROAD.
 SX0393
 SX0393                          STATION RECOVERY (1988)
 SX0393
 SX0393'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0099 ***********************************************************************
 SX0099  DESIGNATION -  F 19
 SX0099  PID         -  SX0099
 SX0099  STATE/COUNTY-  WA/CHELAN
 SX0099  USGS QUAD   -  WENATCHEE (1987)
 SX0099
 SX0099                         *CURRENT SURVEY CONTROL
 SX0099  ___________________________________________________________________
 SX0099* NAD 83(1986)-  47 25 28.     (N)    120 18 26.     (W)     SCALED    
 SX0099* NAVD 88     -       197.534  (meters)     648.08   (feet)  ADJUSTED  
 SX0099  ___________________________________________________________________
 SX0099  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SX0099  DYNAMIC HT  -         197.552 (meters)     648.14  (feet)  COMP
 SX0099  MODELED GRAV-     980,702.4   (mgal)                       NAVD 88
 SX0099
 SX0099  VERT ORDER  -  FIRST     CLASS II
 SX0099
 SX0099.The horizontal coordinates were scaled from a topographic map and have
 SX0099.an estimated accuracy of +/- 6 seconds.
 SX0099
 SX0099.The orthometric height was determined by differential leveling
 SX0099.and adjusted by the National Geodetic Survey in June 1991..
 SX0099
 SX0099.The geoid height was determined by GEOID03.
 SX0099
 SX0099.The dynamic height is computed by dividing the NAVD 88
 SX0099.geopotential number by the normal gravity value computed on the
 SX0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0099.degrees latitude (g = 980.6199 gals.).
 SX0099
 SX0099.The modeled gravity was interpolated from observed gravity values.
 SX0099
 SX0099;                    North         East    Units  Estimated Accuracy
 SX0099;SPC WA N     -    47,330.      539,700.      MT  (+/- 180 meters Scaled)
 SX0099
 SX0099                          SUPERSEDED SURVEY CONTROL
 SX0099
 SX0099  NGVD 29 (??/??/92)  196.402  (m)          644.36   (f) ADJ UNCH    1 2
 SX0099
 SX0099.Superseded values are not recommended for survey control.
 SX0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0099.See file dsdata.txt to determine how the superseded data were derived.
 SX0099
 SX0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT030558(NAD 83)
 SX0099_MARKER: DB = BENCH MARK DISK
 SX0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0099_SP_SET: WALL
 SX0099_STAMPING: 644.470 F 19 1931
 SX0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0099
 SX0099  HISTORY     - Date     Condition        Report By
 SX0099  HISTORY     - 1931     MONUMENTED       CGS
 SX0099  HISTORY     - 1944     GOOD             NGS
 SX0099  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0099
 SX0099                          STATION DESCRIPTION
 SX0099
 SX0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 SX0099'IN WENATCHEE.
 SX0099'AT WENATCHEE, CHELAN COUNTY, AT THE NORTHWEST CORNER OF THE
 SX0099'INTERSECTION OF COLUMBIA AND ORONDO AVENUES, AT THE MORRIS HARDWARE
 SX0099'CO. BUILDING IN 1934, IN THE WALL, 2 FEET NORTH OF THE SOUTHEAST
 SX0099'CORNER, AND 2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 SX0099'644.470 F 19 1931 AND SET VERTICALLY.
 SX0099
 SX0099                          STATION RECOVERY (1944)
 SX0099
 SX0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 SX0099'RECOVERED IN GOOD CONDITION.
 SX0099
 SX0099                          STATION RECOVERY (1982)
 SX0099
 SX0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0099'SEARCHED FOR BUT NOT RECOVERED IN 1982, THE BUILDING DESCRIBED IS NOW
 SX0099'A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0485 ***********************************************************************
 TP0485  DESIGNATION -  F 20
 TP0485  PID         -  TP0485
 TP0485  STATE/COUNTY-  WA/OKANOGAN
 TP0485  USGS QUAD   -  PATEROS (1992)
 TP0485
 TP0485                         *CURRENT SURVEY CONTROL
 TP0485  ___________________________________________________________________
 TP0485* NAD 83(1986)-  48 03 13.     (N)    119 53 58.     (W)     SCALED    
 TP0485* NAVD 88     -       240.252  (meters)     788.23   (feet)  ADJUSTED  
 TP0485  ___________________________________________________________________
 TP0485  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 TP0485  DYNAMIC HT  -         240.286 (meters)     788.34  (feet)  COMP
 TP0485  MODELED GRAV-     980,748.7   (mgal)                       NAVD 88
 TP0485
 TP0485  VERT ORDER  -  FIRST     CLASS II
 TP0485
 TP0485.The horizontal coordinates were scaled from a topographic map and have
 TP0485.an estimated accuracy of +/- 6 seconds.
 TP0485
 TP0485.The orthometric height was determined by differential leveling
 TP0485.and adjusted by the National Geodetic Survey in June 1991..
 TP0485.WARNING-Repeat measurements at this control monument indicate possible
 TP0485.vertical movement.
 TP0485
 TP0485.The geoid height was determined by GEOID03.
 TP0485
 TP0485.The dynamic height is computed by dividing the NAVD 88
 TP0485.geopotential number by the normal gravity value computed on the
 TP0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0485.degrees latitude (g = 980.6199 gals.).
 TP0485
 TP0485.The modeled gravity was interpolated from observed gravity values.
 TP0485
 TP0485;                    North         East    Units  Estimated Accuracy
 TP0485;SPC WA N     -   117,570.      569,610.      MT  (+/- 180 meters Scaled)
 TP0485
 TP0485                          SUPERSEDED SURVEY CONTROL
 TP0485
 TP0485  NGVD 29 (??/??/92)  239.019  (m)          784.18   (f) ADJ UNCH    1 2
 TP0485
 TP0485.Superseded values are not recommended for survey control.
 TP0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0485.See file dsdata.txt to determine how the superseded data were derived.
 TP0485
 TP0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP839263(NAD 83)
 TP0485_MARKER: DB = BENCH MARK DISK
 TP0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0485_SP_SET: BUILDING WALL
 TP0485_STAMPING: F 20 1931 784.369
 TP0485_MARK LOGO: CGS   
 TP0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP0485+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 TP0485
 TP0485  HISTORY     - Date     Condition        Report By
 TP0485  HISTORY     - 1931     MONUMENTED       CGS
 TP0485  HISTORY     - 1959     GOOD             NGS
 TP0485  HISTORY     - 1982     MARK NOT FOUND   NGS
 TP0485  HISTORY     - 19920827 GOOD             NGS
 TP0485
 TP0485                          STATION DESCRIPTION
 TP0485
 TP0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TP0485'IN PATEROS.
 TP0485'AT PATEROS, ON THE SOUTHEAST SIDE OF METHOW AVENUE BETWEEN LAWTON AND
 TP0485'DAWSON STREETS, DIRECTLY ACROSS THE STREET FROM THE POST OFFICE, SET
 TP0485'VERTICALLY IN THE NORTHWEST WALL OF A HARDWARE STORE, 1.0 FOOT
 TP0485'NORTHEAST OF THE WEST CORNER OF THE BRICK BUILDING, AND 1 1/2 FEET
 TP0485'ABOVE THE SIDEWALK.
 TP0485
 TP0485                          STATION RECOVERY (1982)
 TP0485
 TP0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0485'NOT RECOVERED, IT IS UNDER WATERS OF A LAKE.
 TP0485
 TP0485                          STATION RECOVERY (1992)
 TP0485
 TP0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TP0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0283 ***********************************************************************
 SC0283  DESIGNATION -  F 202
 SC0283  PID         -  SC0283
 SC0283  STATE/COUNTY-  WA/COWLITZ
 SC0283  USGS QUAD   -  COAL CREEK (1985)
 SC0283
 SC0283                         *CURRENT SURVEY CONTROL
 SC0283  ___________________________________________________________________
 SC0283* NAD 83(1986)-  46 10 16.     (N)    123 00 55.     (W)     SCALED    
 SC0283* NAVD 88     -         2.697  (meters)       8.85   (feet)  ADJUSTED  
 SC0283  ___________________________________________________________________
 SC0283  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 SC0283  DYNAMIC HT  -           2.698 (meters)       8.85  (feet)  COMP
 SC0283  MODELED GRAV-     980,738.9   (mgal)                       NAVD 88
 SC0283
 SC0283  VERT ORDER  -  FIRST     CLASS II
 SC0283
 SC0283.The horizontal coordinates were scaled from a topographic map and have
 SC0283.an estimated accuracy of +/- 6 seconds.
 SC0283
 SC0283.The orthometric height was determined by differential leveling
 SC0283.and adjusted by the National Geodetic Survey in June 1991..
 SC0283
 SC0283.The geoid height was determined by GEOID03.
 SC0283
 SC0283.The dynamic height is computed by dividing the NAVD 88
 SC0283.geopotential number by the normal gravity value computed on the
 SC0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0283.degrees latitude (g = 980.6199 gals.).
 SC0283
 SC0283.The modeled gravity was interpolated from observed gravity values.
 SC0283
 SC0283;                    North         East    Units  Estimated Accuracy
 SC0283;SPC WA S     -    96,220.      305,800.      MT  (+/- 180 meters Scaled)
 SC0283
 SC0283                          SUPERSEDED SURVEY CONTROL
 SC0283
 SC0283  NGVD 29 (??/??/92)    1.758  (m)            5.77   (f) ADJ UNCH    1 2
 SC0283
 SC0283.Superseded values are not recommended for survey control.
 SC0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0283.See file dsdata.txt to determine how the superseded data were derived.
 SC0283
 SC0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS988130(NAD 83)
 SC0283_MARKER: DB = BENCH MARK DISK
 SC0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0283_SP_SET: PORCH
 SC0283_STAMPING: F 202 1941
 SC0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0283
 SC0283  HISTORY     - Date     Condition        Report By
 SC0283  HISTORY     - 1941     MONUMENTED       CGS
 SC0283  HISTORY     - 1962     GOOD             NGS
 SC0283  HISTORY     - 1981     GOOD             USGS
 SC0283  HISTORY     - 20040524 MARK NOT FOUND   USPSQD
 SC0283
 SC0283                          STATION DESCRIPTION
 SC0283
 SC0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0283'5.4 MI W FROM LONGVIEW.
 SC0283'5.4 MILES WEST ALONG U.S. HIGHWAY 830 FROM THE COWLITZ RIVER
 SC0283'DRAW-BRIDGE AT LONGVIEW, AT A SHELL SERVICE STATION, 70 FEET SOUTH OF
 SC0283'THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE NORTHEAST CORNER
 SC0283'OF THE BUILDING, 30 FEET EAST OF THE NORTHWEST CORNER AND 0.5 NORTH OF
 SC0283'THE NORTH WALL OF THE BUILDING.
 SC0283
 SC0283                          STATION RECOVERY (1981)
 SC0283
 SC0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0283'FROM 'SERVICE STATION KNOWN IN 1941 AS BAKER'S CORNER SHELL STATION
 SC0283'TO 'GASOLINE STATION AND STORE' FROM '6 INCHES FROM THE NORTH WALL OF
 SC0283'THE STATION, AND IN THE CONCRETE STEP' TO ' 27 FEET WEST OF ENTRANCE
 SC0283'DOOR, 0.5 FEET FROM NORTH WALL OF BUILDING , AND IN THE CONCRETE
 SC0283'SLAB' FROM U.S. HIGHWAY 830 ' TO 'STATE HIGHWAY 4'.
 SC0283
 SC0283                          STATION RECOVERY (2004)
 SC0283
 SC0283'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC0283'THIS STORE HAS BEEN COMPLETELY REMOVED AND A NEW STORE BUILT 200 FT
 SC0283'SOUTH OF THE HIGHWAY. THE COORDINATES FOR THE BENCH MARK PUT IT IN THE
 SC0283'MIDDLE OF THE UNDER GROUND STORAGE TANK AREA. SITE NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0523 ***********************************************************************
 SA0523  DESIGNATION -  F 204
 SA0523  PID         -  SA0523
 SA0523  STATE/COUNTY-  WA/WALLA WALLA
 SA0523  USGS QUAD   -  WELLAND (1992)
 SA0523
 SA0523                         *CURRENT SURVEY CONTROL
 SA0523  ___________________________________________________________________
 SA0523* NAD 83(1986)-  46 14 02.     (N)    118 44 02.     (W)     SCALED    
 SA0523* NAVD 88     -       302.818  (meters)     993.50   (feet)  ADJUSTED  
 SA0523  ___________________________________________________________________
 SA0523  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SA0523  DYNAMIC HT  -         302.817 (meters)     993.49  (feet)  COMP
 SA0523  MODELED GRAV-     980,602.9   (mgal)                       NAVD 88
 SA0523
 SA0523  VERT ORDER  -  SECOND    CLASS 0
 SA0523
 SA0523.The horizontal coordinates were scaled from a topographic map and have
 SA0523.an estimated accuracy of +/- 6 seconds.
 SA0523
 SA0523.The orthometric height was determined by differential leveling
 SA0523.and adjusted by the National Geodetic Survey in June 1991..
 SA0523
 SA0523.The geoid height was determined by GEOID03.
 SA0523
 SA0523.The dynamic height is computed by dividing the NAVD 88
 SA0523.geopotential number by the normal gravity value computed on the
 SA0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0523.degrees latitude (g = 980.6199 gals.).
 SA0523
 SA0523.The modeled gravity was interpolated from observed gravity values.
 SA0523
 SA0523;                    North         East    Units  Estimated Accuracy
 SA0523;SPC WA S     -   101,620.      636,210.      MT  (+/- 180 meters Scaled)
 SA0523
 SA0523                          SUPERSEDED SURVEY CONTROL
 SA0523
 SA0523  NGVD 29 (??/??/92)  301.799  (m)          990.15   (f) ADJ UNCH    2 0
 SA0523
 SA0523.Superseded values are not recommended for survey control.
 SA0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0523.See file dsdata.txt to determine how the superseded data were derived.
 SA0523
 SA0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM663214(NAD 83)
 SA0523_MARKER: DB = BENCH MARK DISK
 SA0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0523_SP_SET: IRON PIPE
 SA0523_STAMPING: F 204 1949
 SA0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0523
 SA0523  HISTORY     - Date     Condition        Report By
 SA0523  HISTORY     - 1949     MONUMENTED       CGS
 SA0523
 SA0523                          STATION DESCRIPTION
 SA0523
 SA0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA0523'7.3 MI SW FROM EUREKA.
 SA0523'7.3 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0523'STATION AT EUREKA, 20.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 15 FEET
 SA0523'SOUTH OF MILEPOST 26, ABOUT 3 FEET LOWER THAN THE TRACK, 2.9 FEET EAST
 SA0523'OF A WITNESS POST, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 SA0523'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0190 ***********************************************************************
 SW0190  DESIGNATION -  F 205
 SW0190  PID         -  SW0190
 SW0190  STATE/COUNTY-  WA/LINCOLN
 SW0190  USGS QUAD   -  LAMONA (1969)
 SW0190
 SW0190                         *CURRENT SURVEY CONTROL
 SW0190  ___________________________________________________________________
 SW0190* NAD 83(1986)-  47 21 35.     (N)    118 29 02.     (W)     SCALED    
 SW0190* NAVD 88     -       548.995  (meters)    1801.16   (feet)  ADJUSTED  
 SW0190  ___________________________________________________________________
 SW0190  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 SW0190  DYNAMIC HT  -         549.024 (meters)    1801.26  (feet)  COMP
 SW0190  MODELED GRAV-     980,650.2   (mgal)                       NAVD 88
 SW0190
 SW0190  VERT ORDER  -  FIRST     CLASS II
 SW0190
 SW0190.The horizontal coordinates were scaled from a topographic map and have
 SW0190.an estimated accuracy of +/- 6 seconds.
 SW0190
 SW0190.The orthometric height was determined by differential leveling
 SW0190.and adjusted by the National Geodetic Survey in June 1991..
 SW0190
 SW0190.The geoid height was determined by GEOID03.
 SW0190
 SW0190.The dynamic height is computed by dividing the NAVD 88
 SW0190.geopotential number by the normal gravity value computed on the
 SW0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0190.degrees latitude (g = 980.6199 gals.).
 SW0190
 SW0190.The modeled gravity was interpolated from observed gravity values.
 SW0190
 SW0190;                    North         East    Units  Estimated Accuracy
 SW0190;SPC WA N     -    42,700.      677,460.      MT  (+/- 180 meters Scaled)
 SW0190
 SW0190                          SUPERSEDED SURVEY CONTROL
 SW0190
 SW0190  NGVD 29 (??/??/92)  547.866  (m)         1797.46   (f) ADJ UNCH    1 2
 SW0190
 SW0190.Superseded values are not recommended for survey control.
 SW0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0190.See file dsdata.txt to determine how the superseded data were derived.
 SW0190
 SW0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN879462(NAD 83)
 SW0190_MARKER: DB = BENCH MARK DISK
 SW0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0190_STAMPING: F 205 1960
 SW0190_MARK LOGO: CGS   
 SW0190_PROJECTION: FLUSH
 SW0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0190+STABILITY: SURFACE MOTION
 SW0190
 SW0190  HISTORY     - Date     Condition        Report By
 SW0190  HISTORY     - 1950     MONUMENTED       CGS
 SW0190  HISTORY     - 1968     GOOD             NGS
 SW0190  HISTORY     - 1981     GOOD             NGS
 SW0190
 SW0190                          STATION DESCRIPTION
 SW0190
 SW0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0190'IN LAMONA.
 SW0190'THE MARK IS ABOUT 137 YARDS EAST OF THE LAMONA POST OFFICE AND STORE,
 SW0190'60 YARDS WEST OF A CYLINDRICAL GRAIN ELEVATOR, 34 YARDS WEST OF
 SW0190'RAILROAD MILE POST 1543, 24.5 FEET WEST OF A 12X26-FOOT CONCRETE SLAB,
 SW0190'4 FEET WEST-SOUTH WEST OF A TELEGRAPH POLE, 2.5 FEET SOUTH OF A METAL
 SW0190'WITNESS POST.  A STANDARD DISK SET IN A ROUND CONCRETE POST WHICH
 SW0190'PROJECTS 3 INCHES.
 SW0190
 SW0190                          STATION RECOVERY (1981)
 SW0190
 SW0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0190'16.1 KM (10.05 MILES) EAST ALONG STATE HIGHWAY 28 FROM THE
 SW0190'EAST JUNCTION OF STATE HIGHWAY 21 AT ODESSA, THENCE 0.85 KM
 SW0190'(0.55 MILE) EAST ALONG A PAVED ROAD (OLD HIGHWAY), 0.2 KM
 SW0190'(0.1 MILE) EAST OF THE LAMONA STORE AND POST OFFICE, 18.0
 SW0190'METERS (59.0 FEET) SOUTH OF THE CENTERLINE OF THE ROAD,
 SW0190'32.3 METERS (106.0 FEET) WEST OF THE BURLINGTON NORTHERN
 SW0190'RAILROAD MILE POST 1543, 1.0 METERS (3.3 FEET) EAST OF A
 SW0190'TELEPHONE POLE, 11.4 METERS (37.5 FEET) NORTH OF THE NORTH
 SW0190'RAIL.
 SW0190'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB0680 ***********************************************************************
 RB0680  DESIGNATION -  F 208
 RB0680  PID         -  RB0680
 RB0680  STATE/COUNTY-  WA/BENTON
 RB0680  USGS QUAD   -  PATERSON (1993)
 RB0680
 RB0680                         *CURRENT SURVEY CONTROL
 RB0680  ___________________________________________________________________
 RB0680* NAD 83(1986)-  45 54 46.     (N)    119 30 38.     (W)     SCALED    
 RB0680* NAVD 88     -        83.30   (+/-2cm)     273.3    (feet)  VERTCON   
 RB0680  ___________________________________________________________________
 RB0680  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 RB0680
 RB0680  VERT ORDER  -  ? (See Below)
 RB0680
 RB0680.The horizontal coordinates were scaled from a topographic map and have
 RB0680.an estimated accuracy of +/- 6 seconds.
 RB0680
 RB0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 RB0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RB0680.The vertical order pertains to the NGVD 29 superseded value.
 RB0680
 RB0680.The geoid height was determined by GEOID03.
 RB0680
 RB0680;                    North         East    Units  Estimated Accuracy
 RB0680;SPC WA S     -    64,890.      576,760.      MT  (+/- 180 meters Scaled)
 RB0680
 RB0680                          SUPERSEDED SURVEY CONTROL
 RB0680
 RB0680  NGVD 29 (??/??/92)   82.298  (m)          270.01   (f) ADJ UNCH    ?  
 RB0680
 RB0680.Superseded values are not recommended for survey control.
 RB0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0680.See file dsdata.txt to determine how the superseded data were derived.
 RB0680
 RB0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL052874(NAD 83)
 RB0680_MARKER: DD = SURVEY DISK
 RB0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RB0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RB0680_STAMPING: F 208
 RB0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RB0680+STABILITY: SURFACE MOTION
 RB0680
 RB0680  HISTORY     - Date     Condition        Report By
 RB0680  HISTORY     - UNK      MONUMENTED       DOD
 RB0680  HISTORY     - 1945     GOOD             DOD
 RB0680  HISTORY     - 1968     MARK NOT FOUND   NGS
 RB0680
 RB0680                          STATION DESCRIPTION
 RB0680
 RB0680'DESCRIBED BY US DEPARTMENT OF DEFENSE 1945
 RB0680'4.4 MI E FROM PATERSON.
 RB0680'4.4 MILES EAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY FROM
 RB0680'THE STATION AT PATERSON, BENTON COUNTY, AT MILEPOST 185, AT THE BOTTOM
 RB0680'OF A RAILROAD-CROSSING FILL, 171 FEET NORTH OF THE TRACK, 71 FEET
 RB0680'NORTH OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE, 51 FEET NORTH OF A
 RB0680'HIGHWAY, AND 4 FEET SOUTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE. A
 RB0680'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED F 208 AND SET IN
 RB0680'THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY LOST.
 RB0680
 RB0680                          STATION RECOVERY (1968)
 RB0680
 RB0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RB0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0523 ***********************************************************************
 TP0523  DESIGNATION -  F 21
 TP0523  PID         -  TP0523
 TP0523  STATE/COUNTY-  WA/OKANOGAN
 TP0523  USGS QUAD   -  OMAK (1993)
 TP0523
 TP0523                         *CURRENT SURVEY CONTROL
 TP0523  ___________________________________________________________________
 TP0523* NAD 83(1986)-  48 24 37.     (N)    119 31 50.     (W)     SCALED    
 TP0523* NAVD 88     -       259.163  (meters)     850.27   (feet)  ADJUSTED  
 TP0523  ___________________________________________________________________
 TP0523  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 TP0523  DYNAMIC HT  -         259.205 (meters)     850.41  (feet)  COMP
 TP0523  MODELED GRAV-     980,765.2   (mgal)                       NAVD 88
 TP0523
 TP0523  VERT ORDER  -  FIRST     CLASS II
 TP0523
 TP0523.The horizontal coordinates were scaled from a topographic map and have
 TP0523.an estimated accuracy of +/- 6 seconds.
 TP0523
 TP0523.The orthometric height was determined by differential leveling
 TP0523.and adjusted by the National Geodetic Survey in June 1991..
 TP0523
 TP0523.The geoid height was determined by GEOID03.
 TP0523
 TP0523.The dynamic height is computed by dividing the NAVD 88
 TP0523.geopotential number by the normal gravity value computed on the
 TP0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0523.degrees latitude (g = 980.6199 gals.).
 TP0523
 TP0523.The modeled gravity was interpolated from observed gravity values.
 TP0523
 TP0523;                    North         East    Units  Estimated Accuracy
 TP0523;SPC WA N     -   157,620.      596,440.      MT  (+/- 180 meters Scaled)
 TP0523
 TP0523                          SUPERSEDED SURVEY CONTROL
 TP0523
 TP0523  NGVD 29 (??/??/??)  257.87   (m)          846.0    (f) RESET       3  
 TP0523
 TP0523.Superseded values are not recommended for survey control.
 TP0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0523.See file dsdata.txt to determine how the superseded data were derived.
 TP0523
 TP0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP127649(NAD 83)
 TP0523_MARKER: DB = BENCH MARK DISK
 TP0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0523_SP_SET: BRIDGE
 TP0523_STAMPING: F-21 1931
 TP0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0523
 TP0523  HISTORY     - Date     Condition        Report By
 TP0523  HISTORY     - 1931     MONUMENTED       CGS
 TP0523
 TP0523                          STATION DESCRIPTION
 TP0523
 TP0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 TP0523'IN OMAK.
 TP0523'AT OMAK, IN THE CONCRETE BRIDGE ACROSS THE OKANOGAN RIVER, IN TOP OF
 TP0523'SOUTH RAILING AT WEST END OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0524 ***********************************************************************
 TP0524  DESIGNATION -  F 21 RESET 1960
 TP0524  PID         -  TP0524
 TP0524  STATE/COUNTY-  WA/OKANOGAN
 TP0524  USGS QUAD   -  OMAK (1993)
 TP0524
 TP0524                         *CURRENT SURVEY CONTROL
 TP0524  ___________________________________________________________________
 TP0524* NAD 83(1986)-  48 24 39.     (N)    119 31 38.     (W)     SCALED    
 TP0524* NAVD 88     -       259.104  (meters)     850.08   (feet)  ADJUSTED  
 TP0524  ___________________________________________________________________
 TP0524  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 TP0524  DYNAMIC HT  -         259.146 (meters)     850.21  (feet)  COMP
 TP0524  MODELED GRAV-     980,766.0   (mgal)                       NAVD 88
 TP0524
 TP0524  VERT ORDER  -  FIRST     CLASS II
 TP0524
 TP0524.The horizontal coordinates were scaled from a topographic map and have
 TP0524.an estimated accuracy of +/- 6 seconds.
 TP0524
 TP0524.The orthometric height was determined by differential leveling
 TP0524.and adjusted by the National Geodetic Survey in June 1991..
 TP0524
 TP0524.The geoid height was determined by GEOID03.
 TP0524
 TP0524.The dynamic height is computed by dividing the NAVD 88
 TP0524.geopotential number by the normal gravity value computed on the
 TP0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0524.degrees latitude (g = 980.6199 gals.).
 TP0524
 TP0524.The modeled gravity was interpolated from observed gravity values.
 TP0524
 TP0524;                    North         East    Units  Estimated Accuracy
 TP0524;SPC WA N     -   157,680.      596,680.      MT  (+/- 180 meters Scaled)
 TP0524
 TP0524                          SUPERSEDED SURVEY CONTROL
 TP0524
 TP0524  NGVD 29 (??/??/??)  257.83   (m)          845.9    (f) RESET       3  
 TP0524
 TP0524.Superseded values are not recommended for survey control.
 TP0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0524.See file dsdata.txt to determine how the superseded data were derived.
 TP0524
 TP0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP129650(NAD 83)
 TP0524_MARKER: DB = BENCH MARK DISK
 TP0524_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TP0524_STAMPING: F 21 RESET 1960
 TP0524_MARK LOGO: CGS   
 TP0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0524+STABILITY: SURFACE MOTION
 TP0524
 TP0524  HISTORY     - Date     Condition        Report By
 TP0524  HISTORY     - 1960     MONUMENTED       WAHC
 TP0524  HISTORY     - 1981     GOOD             NGS
 TP0524  HISTORY     - 1981     GOOD             NGS
 TP0524
 TP0524                          STATION DESCRIPTION
 TP0524
 TP0524'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1960
 TP0524'IN OMAK.
 TP0524'THIS MARK IS LOCATED AT OMAK, AT THE WEST END OF THE CONCRETE BRIDGE
 TP0524'OVER OKANOGAN RIVER, AND IN THE TOP OF THE SOUTH RAILING.
 TP0524
 TP0524                          STATION RECOVERY (1981)
 TP0524
 TP0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0524'IN OMAK, AT STATE HIGHWAY 155 BRIDGE OVER THE OKANOGAN RIVER, IN TOP
 TP0524'OF THE SOUTH CONCRETE GUARD RAIL 1.3 METERS (4.3 FT) EAST OF THE WEST
 TP0524'END, 1.35 KM (0.85 MI) NORTHWEST OF THE CROSSING OF THE BURLINGTON
 TP0524'NORTHERN RAILROAD CROSSING, 1.7 METERS (5.5 FT) SOUTH OF THE SOUTH
 TP0524'BRIDGE CURB.
 TP0524'THE MARK IS 1 M ABOVE THE HIGHWAY.
 TP0524
 TP0524                          STATION RECOVERY (1981)
 TP0524
 TP0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0430 ***********************************************************************
 SA0430  DESIGNATION -  F 211
 SA0430  PID         -  SA0430
 SA0430  STATE/COUNTY-  WA/FRANKLIN
 SA0430  USGS QUAD   -  HUMORIST (1992)
 SA0430
 SA0430                         *CURRENT SURVEY CONTROL
 SA0430  ___________________________________________________________________
 SA0430* NAD 83(1986)-  46 14 57.     (N)    118 54 12.     (W)     SCALED    
 SA0430* NAVD 88     -       128.086  (meters)     420.23   (feet)  ADJUSTED  
 SA0430  ___________________________________________________________________
 SA0430  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SA0430  DYNAMIC HT  -         128.087 (meters)     420.23  (feet)  COMP
 SA0430  MODELED GRAV-     980,626.6   (mgal)                       NAVD 88
 SA0430
 SA0430  VERT ORDER  -  SECOND    CLASS 0
 SA0430
 SA0430.The horizontal coordinates were scaled from a topographic map and have
 SA0430.an estimated accuracy of +/- 6 seconds.
 SA0430
 SA0430.The orthometric height was determined by differential leveling
 SA0430.and adjusted by the National Geodetic Survey in June 1991..
 SA0430
 SA0430.The geoid height was determined by GEOID03.
 SA0430
 SA0430.The dynamic height is computed by dividing the NAVD 88
 SA0430.geopotential number by the normal gravity value computed on the
 SA0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0430.degrees latitude (g = 980.6199 gals.).
 SA0430
 SA0430.The modeled gravity was interpolated from observed gravity values.
 SA0430
 SA0430;                    North         East    Units  Estimated Accuracy
 SA0430;SPC WA S     -   103,040.      623,110.      MT  (+/- 180 meters Scaled)
 SA0430
 SA0430                          SUPERSEDED SURVEY CONTROL
 SA0430
 SA0430  NGVD 29 (??/??/92)  127.065  (m)          416.88   (f) ADJ UNCH    2 0
 SA0430
 SA0430.Superseded values are not recommended for survey control.
 SA0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0430.See file dsdata.txt to determine how the superseded data were derived.
 SA0430
 SA0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM532234(NAD 83)
 SA0430_MARKER: DD = SURVEY DISK
 SA0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0430_SP_SET: ABUTMENT
 SA0430_STAMPING: F 211 1945
 SA0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0430
 SA0430  HISTORY     - Date     Condition        Report By
 SA0430  HISTORY     - 1945     MONUMENTED       DOD
 SA0430  HISTORY     - 1961     GOOD             NGS
 SA0430
 SA0430                          STATION DESCRIPTION
 SA0430
 SA0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0430'10.15 MI NE FROM PASCO.
 SA0430'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 395 FROM THE POST OFFICE AT
 SA0430'PASCO, THENCE 6.5 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND
 SA0430'SEATTLE RAILWAY, ABOUT 250 FEET SOUTH OF THE NEW ALIGNMENT OF THE
 SA0430'TRACK, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF
 SA0430'BRIDGE 240.7, 7 1/2 FEET SOUTH OF THE CENTER LINE OF THE RAILROAD BED,
 SA0430'7.2 FEET EAST OF MILEAGE SIGN 240.7, AND ABOUT 3 FEET LOWER THAN THE
 SA0430'RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1214 ***********************************************************************
 RZ1214  DESIGNATION -  F 213
 RZ1214  PID         -  RZ1214
 RZ1214  STATE/COUNTY-  WA/WHITMAN
 RZ1214  USGS QUAD   -  PING (1981)
 RZ1214
 RZ1214                         *CURRENT SURVEY CONTROL
 RZ1214  ___________________________________________________________________
 RZ1214* NAD 83(1986)-  46 42 04.     (N)    117 42 12.     (W)     SCALED    
 RZ1214* NAVD 88     -       187.24   (+/-2cm)     614.3    (feet)  VERTCON   
 RZ1214  ___________________________________________________________________
 RZ1214  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 RZ1214
 RZ1214  VERT ORDER  -  ? (See Below)
 RZ1214
 RZ1214.The horizontal coordinates were scaled from a topographic map and have
 RZ1214.an estimated accuracy of +/- 6 seconds.
 RZ1214
 RZ1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1214.The vertical order pertains to the NGVD 29 superseded value.
 RZ1214
 RZ1214.The geoid height was determined by GEOID03.
 RZ1214
 RZ1214;                    North         East    Units  Estimated Accuracy
 RZ1214;SPC WA S     -   155,820.      713,820.      MT  (+/- 180 meters Scaled)
 RZ1214
 RZ1214                          SUPERSEDED SURVEY CONTROL
 RZ1214
 RZ1214  NGVD 29 (??/??/92)  186.253  (m)          611.07   (f) ADJ UNCH    ?  
 RZ1214
 RZ1214.Superseded values are not recommended for survey control.
 RZ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1214.See file dsdata.txt to determine how the superseded data were derived.
 RZ1214
 RZ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM462721(NAD 83)
 RZ1214_MARKER: DD = SURVEY DISK
 RZ1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1214_STAMPING: F 213 1945
 RZ1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1214+STABILITY: SURFACE MOTION
 RZ1214
 RZ1214  HISTORY     - Date     Condition        Report By
 RZ1214  HISTORY     - 1945     MONUMENTED       DOD
 RZ1214  HISTORY     - 1969     GOOD             USGS
 RZ1214  HISTORY     - 1976     MARK NOT FOUND   USGS
 RZ1214
 RZ1214                          STATION DESCRIPTION
 RZ1214
 RZ1214'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RZ1214'IN PENAWAWA.
 RZ1214'AT PENAWAWA, AT MILEAGE 24.10, 87 FEET NORTHEAST OF A GRAIN ELEVATOR,
 RZ1214'67 FEET WEST OF A ROAD CROSSING, 48 FEET SOUTH OF THE UNION PACIFIC
 RZ1214'(CAMAS PRAIRIE) RAILROAD TRACK, 7 FEET WEST OF A POWER-TRANSMISSION
 RZ1214'LINE POLE, AND 2 FEET NORTH OF THE WHITE WOODEN WITNESS POST.  SET IN
 RZ1214'THE TOP OF A CONCRETE POST.  NOTE-- THE MARK WILL BE INUNDATED AT THE
 RZ1214'COMPLETION OF THE LITTLE GOOSE DAM IN EARLY 1970.
 RZ1214
 RZ1214                          STATION RECOVERY (1976)
 RZ1214
 RZ1214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RZ1214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0768 ***********************************************************************
 RZ0768  DESIGNATION -  F 214
 RZ0768  PID         -  RZ0768
 RZ0768  STATE/COUNTY-  WA/WHITMAN
 RZ0768  USGS QUAD   -  GRANITE POINT (1975)
 RZ0768
 RZ0768                         *CURRENT SURVEY CONTROL
 RZ0768  ___________________________________________________________________
 RZ0768* NAD 83(1991)-  46 33 55.55183(N)    117 16 48.71577(W)     ADJUSTED  
 RZ0768* NAVD 88     -       209.30   (+/-2cm)     686.7    (feet)  VERTCON   
 RZ0768  ___________________________________________________________________
 RZ0768  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 RZ0768  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 RZ0768
 RZ0768  HORZ ORDER  -  SECOND
 RZ0768  VERT ORDER  -  ? (See Below)
 RZ0768
 RZ0768.The horizontal coordinates were established by classical geodetic methods
 RZ0768.and adjusted by the National Geodetic Survey in December 1991..
 RZ0768
 RZ0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ0768.The vertical order pertains to the NGVD 29 superseded value.
 RZ0768
 RZ0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ0768
 RZ0768.The geoid height was determined by GEOID03.
 RZ0768
 RZ0768;                    North         East     Units Scale Factor Converg.
 RZ0768;SPC WA S     -   141,984.776   746,774.023   MT  0.99991466   +2 20 19.9
 RZ0768;SPC WA S     -   465,828.39  2,450,041.11   sFT  0.99991466   +2 20 19.9
 RZ0768;UTM  11      - 5,156,912.012   478,525.625   MT  0.99960567   -0 12 12.5
 RZ0768
 RZ0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ0768!SPC WA S     -   0.99997014  x   0.99991466  =   0.99988480
 RZ0768!UTM  11      -   0.99997014  x   0.99960567  =   0.99957582
 RZ0768
 RZ0768                          SUPERSEDED SURVEY CONTROL
 RZ0768
 RZ0768  NAD 83(1986)-  46 33 55.55868(N)    117 16 48.70919(W) AD(       ) 2
 RZ0768  NAD 27      -  46 33 55.98800(N)    117 16 45.09500(W) AD(       ) 2
 RZ0768  NGVD 29 (??/??/92)  208.252  (m)          683.24   (f) ADJ UNCH    ?  
 RZ0768
 RZ0768.Superseded values are not recommended for survey control.
 RZ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0768.See file dsdata.txt to determine how the superseded data were derived.
 RZ0768
 RZ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM7852656912(NAD 83)
 RZ0768_MARKER: DD = SURVEY DISK
 RZ0768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0768_SP_SET: CULVERT
 RZ0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0768
 RZ0768  HISTORY     - Date     Condition        Report By
 RZ0768  HISTORY     - 1945     MONUMENTED       USE
 RZ0768  HISTORY     - 1945     GOOD             NGS
 RZ0768
 RZ0768                          STATION DESCRIPTION
 RZ0768
 RZ0768'DESCRIBED BY US ENGINEERS 1945
 RZ0768'STATION BISHOP IS ON THE N SIDE OF THE SNAKE RIVER, ABOUT 7-1/4 MILES
 RZ0768'E OF COLTON, AND ABOUT 1 MILE SE OF BISHOP RAILROAD STATION AND
 RZ0768'SIDING.  IT IS ON THE RAILROAD RIGHT-OF-WAY, ABOUT 30 FEET SW OF
 RZ0768'THE CENTER LINE OF HIGHWAY, ABOUT 6 FEET SW OF RIGHT-OF-WAY FENCE
 RZ0768'LINE, AND ABOUT 50 FEET NE OF THE CENTER LINE OF RAILROAD TRACKS.
 RZ0768'
 RZ0768'B.M. F 214 1945 WAS USED AS REFERENCE MARK 1.  IT IS A BRONZE
 RZ0768'BENCH-MARK DISK STAMPED F 214 1945.  IT IS CEMENTED IN A DRILL
 RZ0768'HOLE IN ABUTMENT OF SMALL CONCRETE RAILROAD CULVERT, 10 FEET NE
 RZ0768'OF N RAIL, AND APPROXIMATELY 4.2 METERS LOWER THAN STATION BISHOP
 RZ0768'ELEVATION.
 RZ0768
 RZ0768                          STATION RECOVERY (1945)
 RZ0768
 RZ0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 RZ0768'1.0 MI SE FROM BISHOP.
 RZ0768'1.0 MILE SOUTHEAST ALONG THE UNION PACIFIC (CAMAS PRAIRIE) RAILROAD
 RZ0768'FROM BISHOP, WHITMAN COUNTY, 34 FEET SOUTHWEST OF TRIANGULATION
 RZ0768'STATION BISHOP, 11 FEET NORTHEAST OF THE TRACK, AND ON THE TOP OF THE
 RZ0768'SOUTHEAST CORNER OF A CONCRETE HEAD WALL OF A 30-INCH STEEL CULVERT. A
 RZ0768'USC AND GS STANDARD DISK.  NOTE-- 1973 REPORT, BM UNDER DAM WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0015 ***********************************************************************
 SA0015  DESIGNATION -  F 215
 SA0015  PID         -  SA0015
 SA0015  STATE/COUNTY-  WA/WHITMAN
 SA0015  USGS QUAD   -  STARBUCK WEST (1981)
 SA0015
 SA0015                         *CURRENT SURVEY CONTROL
 SA0015  ___________________________________________________________________
 SA0015* NAD 83(1986)-  46 33 29.     (N)    118 09 16.     (W)     SCALED    
 SA0015* NAVD 88     -       164.16   (+/-2cm)     538.6    (feet)  VERTCON   
 SA0015  ___________________________________________________________________
 SA0015  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SA0015
 SA0015  VERT ORDER  -  ? (See Below)
 SA0015
 SA0015.The horizontal coordinates were scaled from a topographic map and have
 SA0015.an estimated accuracy of +/- 6 seconds.
 SA0015
 SA0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0015.The vertical order pertains to the NGVD 29 superseded value.
 SA0015
 SA0015.The geoid height was determined by GEOID03.
 SA0015
 SA0015;                    North         East    Units  Estimated Accuracy
 SA0015;SPC WA S     -   138,800.      679,820.      MT  (+/- 180 meters Scaled)
 SA0015
 SA0015                          SUPERSEDED SURVEY CONTROL
 SA0015
 SA0015  NGVD 29 (??/??/92)  163.215  (m)          535.48   (f) ADJ UNCH    ?  
 SA0015
 SA0015.Superseded values are not recommended for survey control.
 SA0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0015.See file dsdata.txt to determine how the superseded data were derived.
 SA0015
 SA0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM115567(NAD 83)
 SA0015_MARKER: DD = SURVEY DISK
 SA0015_SETTING: 66 = SET IN ROCK OUTCROP
 SA0015_SP_SET: ROCK LEDGE
 SA0015_STAMPING: F 215 1945
 SA0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0015+STABILITY: POSITION/ELEVATION WELL
 SA0015
 SA0015  HISTORY     - Date     Condition        Report By
 SA0015  HISTORY     - 1945     MONUMENTED       DOD
 SA0015
 SA0015                          STATION DESCRIPTION
 SA0015
 SA0015'DESCRIBED BY US DEPARTMENT OF DEFENSE 1945
 SA0015'3.7 MI SW FROM RIPARIA.
 SA0015'3.7 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0015'STATION AT RIPARIA, WHITMAN COUNTY, AT MILEAGE 36.90, AT THE EAST EDGE
 SA0015'OF A DRY WASH, 43 FEET NORTH OF A 36-INCH STEEL CULVERT PIPE, 40 FEET
 SA0015'NORTHWEST OF THE TRACK, 15 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
 SA0015'17 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 SA0015'ROCK LEDGE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED F
 SA0015'215 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0014 ***********************************************************************
 TP0014  DESIGNATION -  F 23
 TP0014  PID         -  TP0014
 TP0014  STATE/COUNTY-  WA/FERRY
 TP0014  USGS QUAD   -  ORIENT (1992)
 TP0014
 TP0014                         *CURRENT SURVEY CONTROL
 TP0014  ___________________________________________________________________
 TP0014* NAD 83(1986)-  48 50 13.     (N)    118 11 09.     (W)     SCALED    
 TP0014* NAVD 88     -       443.344  (meters)    1454.54   (feet)  ADJUSTED  
 TP0014  ___________________________________________________________________
 TP0014  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TP0014  DYNAMIC HT  -         443.418 (meters)    1454.78  (feet)  COMP
 TP0014  MODELED GRAV-     980,764.6   (mgal)                       NAVD 88
 TP0014
 TP0014  VERT ORDER  -  FIRST     CLASS II
 TP0014
 TP0014.The horizontal coordinates were scaled from a topographic map and have
 TP0014.an estimated accuracy of +/- 6 seconds.
 TP0014
 TP0014.The orthometric height was determined by differential leveling
 TP0014.and adjusted by the National Geodetic Survey in June 1991..
 TP0014
 TP0014.The geoid height was determined by GEOID03.
 TP0014
 TP0014.The dynamic height is computed by dividing the NAVD 88
 TP0014.geopotential number by the normal gravity value computed on the
 TP0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0014.degrees latitude (g = 980.6199 gals.).
 TP0014
 TP0014.The modeled gravity was interpolated from observed gravity values.
 TP0014
 TP0014;                    North         East    Units  Estimated Accuracy
 TP0014;SPC WA N     -   207,590.      694,320.      MT  (+/- 180 meters Scaled)
 TP0014
 TP0014                          SUPERSEDED SURVEY CONTROL
 TP0014
 TP0014  NGVD 29 (??/??/92)  442.088  (m)         1450.42   (f) ADJ UNCH    1 2
 TP0014
 TP0014.Superseded values are not recommended for survey control.
 TP0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0014.See file dsdata.txt to determine how the superseded data were derived.
 TP0014
 TP0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ129100(NAD 83)
 TP0014_MARKER: DB = BENCH MARK DISK
 TP0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0014_STAMPING: F-23 1931
 TP0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0014+STABILITY: SURFACE MOTION
 TP0014
 TP0014  HISTORY     - Date     Condition        Report By
 TP0014  HISTORY     - 1931     MONUMENTED       CGS
 TP0014
 TP0014                          STATION DESCRIPTION
 TP0014
 TP0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 TP0014'2.6 MI S FROM ORIENT.
 TP0014'2.6 MILES SOUTH OF ORIENT ALONG THE GT. NORTHERN R.R., 0.1 MILE NORTH
 TP0014'OF TRESTLE OVER HIWAY, 20 FEET WEST OF TRACK, ON TOP OF FOUR FOOT
 TP0014'BANK, 0.45 MILES NORTH OF MILE POST 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0405 ***********************************************************************
 TO0405  DESIGNATION -  F 231
 TO0405  PID         -  TO0405
 TO0405  STATE/COUNTY-  WA/PEND OREILLE
 TO0405  USGS QUAD   -  NEWPORT (1986)
 TO0405
 TO0405                         *CURRENT SURVEY CONTROL
 TO0405  ___________________________________________________________________
 TO0405* NAD 83(1986)-  48 08 34.     (N)    117 06 28.     (W)     SCALED    
 TO0405* NAVD 88     -       638.672  (meters)    2095.38   (feet)  ADJUSTED  
 TO0405  ___________________________________________________________________
 TO0405  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 TO0405  DYNAMIC HT  -         638.730 (meters)    2095.57  (feet)  COMP
 TO0405  MODELED GRAV-     980,680.9   (mgal)                       NAVD 88
 TO0405
 TO0405  VERT ORDER  -  FIRST     CLASS II
 TO0405
 TO0405.The horizontal coordinates were scaled from a topographic map and have
 TO0405.an estimated accuracy of +/- 6 seconds.
 TO0405
 TO0405.The orthometric height was determined by differential leveling
 TO0405.and adjusted by the National Geodetic Survey in June 1991..
 TO0405
 TO0405.The geoid height was determined by GEOID03.
 TO0405
 TO0405.The dynamic height is computed by dividing the NAVD 88
 TO0405.geopotential number by the normal gravity value computed on the
 TO0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0405.degrees latitude (g = 980.6199 gals.).
 TO0405
 TO0405.The modeled gravity was interpolated from observed gravity values.
 TO0405
 TO0405;                    North         East    Units  Estimated Accuracy
 TO0405;SPC WA N     -   133,770.      777,130.      MT  (+/- 180 meters Scaled)
 TO0405
 TO0405                          SUPERSEDED SURVEY CONTROL
 TO0405
 TO0405  NGVD 29 (??/??/92)  637.488  (m)         2091.49   (f) ADJ UNCH    1 2
 TO0405
 TO0405.Superseded values are not recommended for survey control.
 TO0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0405.See file dsdata.txt to determine how the superseded data were derived.
 TO0405
 TO0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP919321(NAD 83)
 TO0405_MARKER: DB = BENCH MARK DISK
 TO0405_SETTING: 80 = SET IN A BOULDER
 TO0405_SP_SET: BOULDER
 TO0405_STAMPING: F 231 1942
 TO0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0405+STABILITY: SURFACE MOTION
 TO0405
 TO0405  HISTORY     - Date     Condition        Report By
 TO0405  HISTORY     - 1942     MONUMENTED       CGS
 TO0405  HISTORY     - 1966     MARK NOT FOUND   USGS
 TO0405
 TO0405                          STATION DESCRIPTION
 TO0405
 TO0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0405'4.5 MI SW FROM NEWPORT.
 TO0405'ALONG THE GREAT NORTHERN RAILROAD FROM THE DEPOT AT NEWPORT, AT THE
 TO0405'NORTH END OF A LONG CURVE, JUST WEST OF POINT WHERE THE HIGHWAY CURVES
 TO0405'AWAY FROM THE RAILWAY, 50 FEET EAST AND 10 FEET ABOVE CENTER LINE OF
 TO0405'TRACK.
 TO0405
 TO0405                          STATION RECOVERY (1966)
 TO0405
 TO0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TO0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0766 ***********************************************************************
 SV0766  DESIGNATION -  F 232
 SV0766  PID         -  SV0766
 SV0766  STATE/COUNTY-  WA/SPOKANE
 SV0766  USGS QUAD   -  CHATTAROY (1973)
 SV0766
 SV0766                         *CURRENT SURVEY CONTROL
 SV0766  ___________________________________________________________________
 SV0766* NAD 83(1986)-  47 53 27.     (N)    117 20 48.     (W)     SCALED    
 SV0766* NAVD 88     -       548.257  (meters)    1798.74   (feet)  ADJUSTED  
 SV0766  ___________________________________________________________________
 SV0766  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 SV0766  DYNAMIC HT  -         548.304 (meters)    1798.89  (feet)  COMP
 SV0766  MODELED GRAV-     980,681.2   (mgal)                       NAVD 88
 SV0766
 SV0766  VERT ORDER  -  FIRST     CLASS II
 SV0766
 SV0766.The horizontal coordinates were scaled from a topographic map and have
 SV0766.an estimated accuracy of +/- 6 seconds.
 SV0766
 SV0766.The orthometric height was determined by differential leveling
 SV0766.and adjusted by the National Geodetic Survey in June 1991..
 SV0766
 SV0766.The geoid height was determined by GEOID03.
 SV0766
 SV0766.The dynamic height is computed by dividing the NAVD 88
 SV0766.geopotential number by the normal gravity value computed on the
 SV0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0766.degrees latitude (g = 980.6199 gals.).
 SV0766
 SV0766.The modeled gravity was interpolated from observed gravity values.
 SV0766
 SV0766;                    North         East    Units  Estimated Accuracy
 SV0766;SPC WA N     -   104,950.      760,640.      MT  (+/- 180 meters Scaled)
 SV0766
 SV0766                          SUPERSEDED SURVEY CONTROL
 SV0766
 SV0766  NGVD 29 (??/??/92)  547.086  (m)         1794.90   (f) ADJ UNCH    1 2
 SV0766
 SV0766.Superseded values are not recommended for survey control.
 SV0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0766.See file dsdata.txt to determine how the superseded data were derived.
 SV0766
 SV0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP740042(NAD 83)
 SV0766_MARKER: DB = BENCH MARK DISK
 SV0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0766_STAMPING: F 232 1942
 SV0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0766+STABILITY: SURFACE MOTION
 SV0766
 SV0766  HISTORY     - Date     Condition        Report By
 SV0766  HISTORY     - 1942     MONUMENTED       CGS
 SV0766  HISTORY     - 1973     MARK NOT FOUND   USGS
 SV0766  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0766
 SV0766                          STATION DESCRIPTION
 SV0766
 SV0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 SV0766'0.3 MI E FROM CHATTEROY.
 SV0766'ALONG THE COUNTY ROAD TO THE JUNCTION OF COUNTY ROAD AND THE GREAT
 SV0766'NORTHERN RAILWAY, 25 FEET SOUTH OF CROSSING AND 25 FEET WEST OF TRACK
 SV0766'CENTER.
 SV0766
 SV0766                          STATION RECOVERY (1973)
 SV0766
 SV0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV0766'MARK NOT FOUND.
 SV0766
 SV0766                          STATION RECOVERY (1980)
 SV0766
 SV0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0766'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THERE
 SV0766'HAS BEEN GRADING IN THIS AREA, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0371 ***********************************************************************
 TO0371  DESIGNATION -  F 233
 TO0371  PID         -  TO0371
 TO0371  STATE/COUNTY-  WA/PEND OREILLE
 TO0371  USGS QUAD   -  DIAMOND LAKE (1980)
 TO0371
 TO0371                         *CURRENT SURVEY CONTROL
 TO0371  ___________________________________________________________________
 TO0371* NAD 83(1986)-  48 13 35.     (N)    117 09 37.     (W)     SCALED    
 TO0371* NAVD 88     -       631.066  (meters)    2070.42   (feet)  ADJUSTED  
 TO0371  ___________________________________________________________________
 TO0371  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 TO0371  DYNAMIC HT  -         631.132 (meters)    2070.64  (feet)  COMP
 TO0371  MODELED GRAV-     980,694.5   (mgal)                       NAVD 88
 TO0371
 TO0371  VERT ORDER  -  FIRST     CLASS II
 TO0371
 TO0371.The horizontal coordinates were scaled from a topographic map and have
 TO0371.an estimated accuracy of +/- 6 seconds.
 TO0371
 TO0371.The orthometric height was determined by differential leveling
 TO0371.and adjusted by the National Geodetic Survey in June 1991..
 TO0371
 TO0371.The geoid height was determined by GEOID03.
 TO0371
 TO0371.The dynamic height is computed by dividing the NAVD 88
 TO0371.geopotential number by the normal gravity value computed on the
 TO0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0371.degrees latitude (g = 980.6199 gals.).
 TO0371
 TO0371.The modeled gravity was interpolated from observed gravity values.
 TO0371
 TO0371;                    North         East    Units  Estimated Accuracy
 TO0371;SPC WA N     -   142,860.      772,780.      MT  (+/- 180 meters Scaled)
 TO0371
 TO0371                          SUPERSEDED SURVEY CONTROL
 TO0371
 TO0371  NGVD 29 (??/??/92)  629.891  (m)         2066.57   (f) ADJ UNCH    1 2
 TO0371
 TO0371.Superseded values are not recommended for survey control.
 TO0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0371.See file dsdata.txt to determine how the superseded data were derived.
 TO0371
 TO0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP880414(NAD 83)
 TO0371_MARKER: DB = BENCH MARK DISK
 TO0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0371_STAMPING: F 233 1942
 TO0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0371+STABILITY: SURFACE MOTION
 TO0371
 TO0371  HISTORY     - Date     Condition        Report By
 TO0371  HISTORY     - 1942     MONUMENTED       CGS
 TO0371  HISTORY     - 1966     MARK NOT FOUND   USGS
 TO0371
 TO0371                          STATION DESCRIPTION
 TO0371
 TO0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0371'7.65 MI W FROM NEWPORT.
 TO0371'ALONG CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RR.  7.65 MILES WEST OF
 TO0371'NEWPORT, ALONG THE RAILWAY, AT THE EAST END OF A SHALLOW DIRT CUT, 18
 TO0371'FEET EAST OF A ROAD CROSSING, 40 FEET NORTH OF TRACK.  ABOUT 0.2 MILE
 TO0371'EAST OF MILE POST 51.  WITNESS POST SET.  A DISK SET IN A CONCRETE
 TO0371'POST.
 TO0371
 TO0371                          STATION RECOVERY (1966)
 TO0371
 TO0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TO0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0309 ***********************************************************************
 TO0309  DESIGNATION -  F 234
 TO0309  PID         -  TO0309
 TO0309  STATE/COUNTY-  WA/PEND OREILLE
 TO0309  USGS QUAD   -  RUBY (1992)
 TO0309
 TO0309                         *CURRENT SURVEY CONTROL
 TO0309  ___________________________________________________________________
 TO0309* NAD 83(1986)-  48 30 05.     (N)    117 16 19.     (W)     SCALED    
 TO0309* NAVD 88     -       634.992  (meters)    2083.30   (feet)  ADJUSTED  
 TO0309  ___________________________________________________________________
 TO0309  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 TO0309  DYNAMIC HT  -         635.055 (meters)    2083.51  (feet)  COMP
 TO0309  MODELED GRAV-     980,690.4   (mgal)                       NAVD 88
 TO0309
 TO0309  VERT ORDER  -  FIRST     CLASS II
 TO0309
 TO0309.The horizontal coordinates were scaled from a topographic map and have
 TO0309.an estimated accuracy of +/- 6 seconds.
 TO0309
 TO0309.The orthometric height was determined by differential leveling
 TO0309.and adjusted by the National Geodetic Survey in June 1991..
 TO0309
 TO0309.The geoid height was determined by GEOID03.
 TO0309
 TO0309.The dynamic height is computed by dividing the NAVD 88
 TO0309.geopotential number by the normal gravity value computed on the
 TO0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0309.degrees latitude (g = 980.6199 gals.).
 TO0309
 TO0309.The modeled gravity was interpolated from observed gravity values.
 TO0309
 TO0309;                    North         East    Units  Estimated Accuracy
 TO0309;SPC WA N     -   173,020.      763,080.      MT  (+/- 180 meters Scaled)
 TO0309
 TO0309                          SUPERSEDED SURVEY CONTROL
 TO0309
 TO0309.No superseded survey control is available for this station.
 TO0309
 TO0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP799720(NAD 83)
 TO0309_MARKER: DB = BENCH MARK DISK
 TO0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0309_STAMPING: F 234 1942
 TO0309_MARK LOGO: CGS   
 TO0309_PROJECTION: PROJECTING 5 CENTIMETERS
 TO0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0309+STABILITY: SURFACE MOTION
 TO0309
 TO0309  HISTORY     - Date     Condition        Report By
 TO0309  HISTORY     - 1942     MONUMENTED       CGS
 TO0309  HISTORY     - 1980     GOOD             NGS
 TO0309
 TO0309                          STATION DESCRIPTION
 TO0309
 TO0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0309'1.7 MI S FROM RUBY.
 TO0309'0.1 MILE NORTH OF THE PLACE WHERE THE TRACK PASSES OVER THE HIGHWAY,
 TO0309'20 FEET WEST OF THE CENTER OF THE TRACK, 50 FEET EAST OF THE BASE OF A
 TO0309'SLIDE AREA, OPPOSITE THE JUNCTION OF THE OLD ROAD AND THE HIGHWAY, 35
 TO0309'FEET WEST OF MILE-POST 76, WITNESS POST SET.  A DISK SET IN A CONCRETE
 TO0309'POST.
 TO0309
 TO0309                          STATION RECOVERY (1980)
 TO0309
 TO0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0309'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 TO0309'48.8 KILOMETERS (30.4 MILES) NORTHWEST ALONG STATE HIGHWAY 20 FROM
 TO0309'THE JUNCTION OF U.S. HIGHWAY 2 IN NEWPORT, 0.3 KILOMETER (0.2 MILE)
 TO0309'NORTHWEST OF A WOODEN BRIDGE FOR THE PEND OREILLE VALLEY RAILWAY
 TO0309'OVER THE HIGHWAY, AT RAILWAY MILEPOST 32, 36.6 METERS (120 FEET)
 TO0309'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 59.4 METERS (195 FEET)
 TO0309'SOUTHEAST OF POWER LINE POLE NUMBER AC 360, 12.2 METERS (40.0 FEET)
 TO0309'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 3.7 METERS (12.0 FEET)
 TO0309'WEST OF THE CENTERLINE OF A DIRT TRACK ROAD LEADING SOUTH TO A
 TO0309'GRAVEL PIT.
 TO0309'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 TO0309'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0339 ***********************************************************************
 TO0339  DESIGNATION -  F 235
 TO0339  PID         -  TO0339
 TO0339  STATE/COUNTY-  WA/PEND OREILLE
 TO0339  USGS QUAD   -  METALINE FALLS (1992)
 TO0339
 TO0339                         *CURRENT SURVEY CONTROL
 TO0339  ___________________________________________________________________
 TO0339* NAD 83(1986)-  48 51 41.     (N)    117 22 24.     (W)     SCALED    
 TO0339* NAVD 88     -       639.293  (meters)    2097.41   (feet)  ADJUSTED  
 TO0339  ___________________________________________________________________
 TO0339  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 TO0339  DYNAMIC HT  -         639.373 (meters)    2097.68  (feet)  COMP
 TO0339  MODELED GRAV-     980,716.6   (mgal)                       NAVD 88
 TO0339
 TO0339  VERT ORDER  -  FIRST     CLASS II
 TO0339
 TO0339.The horizontal coordinates were scaled from a topographic map and have
 TO0339.an estimated accuracy of +/- 6 seconds.
 TO0339
 TO0339.The orthometric height was determined by differential leveling
 TO0339.and adjusted by the National Geodetic Survey in June 1991..
 TO0339
 TO0339.The geoid height was determined by GEOID03.
 TO0339
 TO0339.The dynamic height is computed by dividing the NAVD 88
 TO0339.geopotential number by the normal gravity value computed on the
 TO0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0339.degrees latitude (g = 980.6199 gals.).
 TO0339
 TO0339.The modeled gravity was interpolated from observed gravity values.
 TO0339
 TO0339;                    North         East    Units  Estimated Accuracy
 TO0339;SPC WA N     -   212,670.      753,800.      MT  (+/- 180 meters Scaled)
 TO0339
 TO0339                          SUPERSEDED SURVEY CONTROL
 TO0339
 TO0339.No superseded survey control is available for this station.
 TO0339
 TO0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ726121(NAD 83)
 TO0339_MARKER: DB = BENCH MARK DISK
 TO0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TO0339_SP_SET: BUILDING
 TO0339_STAMPING: F 235 1942
 TO0339_MARK LOGO: CGS   
 TO0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TO0339+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 TO0339
 TO0339  HISTORY     - Date     Condition        Report By
 TO0339  HISTORY     - 1942     MONUMENTED       CGS
 TO0339  HISTORY     - 1980     GOOD             NGS
 TO0339  HISTORY     - 20060718 GOOD             WADNR
 TO0339
 TO0339                          STATION DESCRIPTION
 TO0339
 TO0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0339'0.2 MI SW FROM METALINE FALLS.
 TO0339'0.2 MI. S.W. OF P.O. IN NORTH CORNER OF HIGH SCHOOL GYMNASIUM, 87 FEET
 TO0339'WEST OF ROAD RUNNING NORTHWEST AND SOUTHEAST IN FRONT OF SCHOOL HOUSE,
 TO0339'39 FEET NORTHWEST OF EAST DOOR LEADING TO GYMNASIUM, A VERTICAL MARKER
 TO0339'SET 3 FEET ABOVE GROUND, 2 FEET SOUTH OF NORTH CORNER OF GYMNASIUM.
 TO0339
 TO0339                          STATION RECOVERY (1980)
 TO0339
 TO0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0339'RECOVERED IN GOOD CONDITION.
 TO0339
 TO0339                          STATION RECOVERY (2006)
 TO0339
 TO0339'RECOVERY NOTE BY WA DEPT OF NAT RES 2006 (DLS)
 TO0339'LAT 48 51 40.9 N
 TO0339'LONG 117 22 28.5 W
 TO0339'THE SCHOOL IS NOW A THEATRE CALLED (CUTTER THEATRE), WHICH IS ACROSS
 TO0339'PARK STREET FROM THE LILLIAN BAILEY ELEMENTARY SCHOOL.  THE ROAD TO
 TO0339'THE EAST IS PARK STREET, WHICH RUNS NORTH-SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0479 ***********************************************************************
 TO0479  DESIGNATION -  F 236
 TO0479  PID         -  TO0479
 TO0479  STATE/COUNTY-  WA/STEVENS
 TO0479  USGS QUAD   -  NORTHPORT (1992)
 TO0479
 TO0479                         *CURRENT SURVEY CONTROL
 TO0479  ___________________________________________________________________
 TO0479* NAD 83(1986)-  48 53 24.     (N)    117 49 29.     (W)     SCALED    
 TO0479* NAVD 88     -       400.155  (meters)    1312.84   (feet)  ADJUSTED  
 TO0479  ___________________________________________________________________
 TO0479  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TO0479  DYNAMIC HT  -         400.224 (meters)    1313.07  (feet)  COMP
 TO0479  MODELED GRAV-     980,770.3   (mgal)                       NAVD 88
 TO0479
 TO0479  VERT ORDER  -  FIRST     CLASS II
 TO0479
 TO0479.The horizontal coordinates were scaled from a topographic map and have
 TO0479.an estimated accuracy of +/- 6 seconds.
 TO0479
 TO0479.The orthometric height was determined by differential leveling
 TO0479.and adjusted by the National Geodetic Survey in June 1991..
 TO0479
 TO0479.The geoid height was determined by GEOID03.
 TO0479
 TO0479.The dynamic height is computed by dividing the NAVD 88
 TO0479.geopotential number by the normal gravity value computed on the
 TO0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0479.degrees latitude (g = 980.6199 gals.).
 TO0479
 TO0479.The modeled gravity was interpolated from observed gravity values.
 TO0479
 TO0479;                    North         East    Units  Estimated Accuracy
 TO0479;SPC WA N     -   214,460.      720,580.      MT  (+/- 180 meters Scaled)
 TO0479
 TO0479                          SUPERSEDED SURVEY CONTROL
 TO0479
 TO0479  NGVD 29 (??/??/92)  398.916  (m)         1308.78   (f) ADJ UNCH    1 2
 TO0479
 TO0479.Superseded values are not recommended for survey control.
 TO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0479.See file dsdata.txt to determine how the superseded data were derived.
 TO0479
 TO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ395155(NAD 83)
 TO0479_MARKER: DB = BENCH MARK DISK
 TO0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0479_STAMPING: F 236 1942
 TO0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0479+STABILITY: SURFACE MOTION
 TO0479
 TO0479  HISTORY     - Date     Condition        Report By
 TO0479  HISTORY     - 1942     MONUMENTED       CGS
 TO0479
 TO0479                          STATION DESCRIPTION
 TO0479
 TO0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0479'2.9 MI S FROM NORTHPORT.
 TO0479'ALONG THE GREAT NORTHERN RAILWAY, 48 FEET EAST OF TRACK CENTERLINE, 9
 TO0479'FEET SOUTH OF OLD SHACK USED AS OFFICE AT ROCK MILL, LEVEL WITH TRACK.
 TO0479'WITNESS POST SET.  A DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0718 ***********************************************************************
 TR0718  DESIGNATION -  F 237
 TR0718  PID         -  TR0718
 TR0718  STATE/COUNTY-  WA/SAN JUAN
 TR0718  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0718
 TR0718                         *CURRENT SURVEY CONTROL
 TR0718  ___________________________________________________________________
 TR0718* NAD 83(1986)-  48 30 52.     (N)    123 01 11.     (W)     SCALED    
 TR0718* LOCAL TIDAL -         5.719  (meters)      18.76   (feet)  ADJ UNCH  
 TR0718  ___________________________________________________________________
 TR0718  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 TR0718
 TR0718  VERT ORDER  -  THIRD
 TR0718
 TR0718.The horizontal coordinates were scaled from a topographic map and have
 TR0718.an estimated accuracy of +/- 6 seconds.
 TR0718
 TR0718.The orthometric height was key entered from printed documents
 TR0718.and not key verified.
 TR0718
 TR0718.The geoid height was determined by GEOID03.
 TR0718
 TR0718;                    North         East    Units  Estimated Accuracy
 TR0718;SPC WA N     -   170,680.      338,500.      MT  (+/- 180 meters Scaled)
 TR0718
 TR0718                          SUPERSEDED SURVEY CONTROL
 TR0718
 TR0718.No superseded survey control is available for this station.
 TR0718
 TR0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU985734(NAD 83)
 TR0718_MARKER: DB = BENCH MARK DISK
 TR0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0718_STAMPING: F 237 1950
 TR0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0718+STABILITY: SURFACE MOTION
 TR0718
 TR0718  HISTORY     - Date     Condition        Report By
 TR0718  HISTORY     - 1950     MONUMENTED       CGS
 TR0718  HISTORY     - 19950830 POOR             USPSQD
 TR0718  HISTORY     - 20011210 POOR             NGS
 TR0718
 TR0718                          STATION DESCRIPTION
 TR0718
 TR0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TR0718'1.9 MI S FROM FRIDAY HARBOR.
 TR0718'ABOUT 1.7 MILES SOUTH ALONG THE CATTLE POINT ROAD FROM THE COURTHOUSE
 TR0718'AT FRIDAY HARBOR, THENCE ABOUT 0.2 MILE EAST ALONG THE ROAD LEADING TO
 TR0718'THE OLD ARGYLE STEAMBOAT WHARF, AT ARGYLE, AT THE JUNCTION OF A
 TR0718'PRIVATE ROAD LEADING SOUTH TO THE HARRY A. WILKS RESIDENCE, AT THE
 TR0718'NORTHWEST CORNER OF AN ORCHARD, 16 FEET SOUTH OF THE CENTERLINE OF THE
 TR0718'ROAD LEADING EAST, 15 FEET EAST OF THE CENTERLINE OF THE PRIVATE ROAD,
 TR0718'4.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A FENCE AROUND THE
 TR0718'ORCHARD, 1.5 FEET NORTHWEST OF A WHITE WITNESS POST, AND SET IN THE
 TR0718'TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 TR0718
 TR0718                          STATION RECOVERY (1995)
 TR0718
 TR0718'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR0718'MARK RECOVERED IN POOR CONDITION.
 TR0718
 TR0718                          STATION RECOVERY (2001)
 TR0718
 TR0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0718'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0751 ***********************************************************************
 TR0751  DESIGNATION -  F 238
 TR0751  PID         -  TR0751
 TR0751  STATE/COUNTY-  WA/SAN JUAN
 TR0751  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR0751
 TR0751                         *CURRENT SURVEY CONTROL
 TR0751  ___________________________________________________________________
 TR0751* NAD 83(1986)-  48 34 56.     (N)    123 04 55.     (W)     SCALED    
 TR0751* LOCAL TIDAL -        67.978  (meters)     223.02   (feet)  ADJ UNCH  
 TR0751  ___________________________________________________________________
 TR0751  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 TR0751
 TR0751  VERT ORDER  -  THIRD
 TR0751
 TR0751.The horizontal coordinates were scaled from a topographic map and have
 TR0751.an estimated accuracy of +/- 6 seconds.
 TR0751
 TR0751.The orthometric height was key entered from printed documents
 TR0751.and not key verified.
 TR0751
 TR0751.The geoid height was determined by GEOID03.
 TR0751
 TR0751;                    North         East    Units  Estimated Accuracy
 TR0751;SPC WA N     -   178,340.      334,120.      MT  (+/- 180 meters Scaled)
 TR0751
 TR0751                          SUPERSEDED SURVEY CONTROL
 TR0751
 TR0751.No superseded survey control is available for this station.
 TR0751
 TR0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU939810(NAD 83)
 TR0751_MARKER: DB = BENCH MARK DISK
 TR0751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0751_SP_SET: CONCRETE PIPE
 TR0751_STAMPING: F 238 1950
 TR0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0751
 TR0751  HISTORY     - Date     Condition        Report By
 TR0751  HISTORY     - 1950     MONUMENTED       CGS
 TR0751  HISTORY     - 19950509 MARK NOT FOUND   USPSQD
 TR0751  HISTORY     - 20011210 MARK NOT FOUND   NGS
 TR0751
 TR0751                          STATION DESCRIPTION
 TR0751
 TR0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TR0751'5.0 MI NW FROM FRIDAY HARBOR.
 TR0751'ABOUT 5.0 MILES NORTHWEST ALONG THE ROCHE HARBOR ROAD FROM THE
 TR0751'COURTHOUSE AT FRIDAY HARBOR, 16 FEET NORTH OF A LOGGING ROAD LEADING
 TR0751'EAST, 31 FEET EAST OF THE CENTERLINE OF THE ROAD, 170 FEET NORTH OF A
 TR0751'POWER LINE POLE ON THE EAST SIDE OF THE ROAD, 2 FEET SOUTHEAST OF A
 TR0751'WHITE WITNESS POST, AND SET IN TOP OF AN 8-INCH CONCRETE PIPE FILLED
 TR0751'WITH CONCRETE AND FLUSH WITH THE SURFACE.
 TR0751
 TR0751                          STATION RECOVERY (1995)
 TR0751
 TR0751'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR0751'MARK NOT FOUND.
 TR0751
 TR0751                          STATION RECOVERY (2001)
 TR0751
 TR0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR0751'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1196 ***********************************************************************
 SA1196  DESIGNATION -  F 239
 SA1196  PID         -  SA1196
 SA1196  STATE/COUNTY-  WA/BENTON
 SA1196  USGS QUAD   -  WHITSTRAN (1965)
 SA1196
 SA1196                         *CURRENT SURVEY CONTROL
 SA1196  ___________________________________________________________________
 SA1196* NAD 83(1986)-  46 14 05.     (N)    119 40 01.     (W)     SCALED    
 SA1196* NAVD 88     -       194.960  (meters)     639.63   (feet)  ADJUSTED  
 SA1196  ___________________________________________________________________
 SA1196  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SA1196  DYNAMIC HT  -         194.966 (meters)     639.65  (feet)  COMP
 SA1196  MODELED GRAV-     980,639.3   (mgal)                       NAVD 88
 SA1196
 SA1196  VERT ORDER  -  FIRST     CLASS II
 SA1196
 SA1196.The horizontal coordinates were scaled from a topographic map and have
 SA1196.an estimated accuracy of +/- 6 seconds.
 SA1196
 SA1196.The orthometric height was determined by differential leveling
 SA1196.and adjusted by the National Geodetic Survey in June 1991..
 SA1196.WARNING-Repeat measurements at this control monument indicate possible
 SA1196.vertical movement.
 SA1196
 SA1196.The geoid height was determined by GEOID03.
 SA1196
 SA1196.The dynamic height is computed by dividing the NAVD 88
 SA1196.geopotential number by the normal gravity value computed on the
 SA1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1196.degrees latitude (g = 980.6199 gals.).
 SA1196
 SA1196.The modeled gravity was interpolated from observed gravity values.
 SA1196
 SA1196;                    North         East    Units  Estimated Accuracy
 SA1196;SPC WA S     -   100,530.      564,250.      MT  (+/- 180 meters Scaled)
 SA1196
 SA1196                          SUPERSEDED SURVEY CONTROL
 SA1196
 SA1196  NGVD 29 (??/??/92)  193.906  (m)          636.17   (f) ADJ UNCH    1 2
 SA1196
 SA1196.Superseded values are not recommended for survey control.
 SA1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1196.See file dsdata.txt to determine how the superseded data were derived.
 SA1196
 SA1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM943235(NAD 83)
 SA1196_MARKER: DB = BENCH MARK DISK
 SA1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1196_STAMPING: F 239 1944
 SA1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1196+STABILITY: SURFACE MOTION
 SA1196
 SA1196  HISTORY     - Date     Condition        Report By
 SA1196  HISTORY     - 1944     MONUMENTED       CGS
 SA1196  HISTORY     - 1962     GOOD             NGS
 SA1196
 SA1196                          STATION DESCRIPTION
 SA1196
 SA1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SA1196'0.7 MI SW FROM GIBBON.
 SA1196'0.7 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SA1196'AT GIBBON, BENTON COUNTY, 42 YARDS WEST OF MILEPOST 35, 62.4 FEET
 SA1196'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 9.4 FEET NORTHWEST
 SA1196'OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT WEST OF A METAL WITNESS POST. A
 SA1196'STANDARD DISK, STAMPED F 239 1944 AND SET IN THE TOP OF A CONCRETE
 SA1196'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0443 ***********************************************************************
 TO0443  DESIGNATION -  F 24
 TO0443  PID         -  TO0443
 TO0443  STATE/COUNTY-  WA/STEVENS
 TO0443  USGS QUAD   -  CHEWELAH (1992)
 TO0443
 TO0443                         *CURRENT SURVEY CONTROL
 TO0443  ___________________________________________________________________
 TO0443* NAD 83(1986)-  48 16 21.     (N)    117 42 57.     (W)     SCALED    
 TO0443* NAVD 88     -       508.181  (meters)    1667.26   (feet)  ADJUSTED  
 TO0443  ___________________________________________________________________
 TO0443  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 TO0443  DYNAMIC HT  -         508.240 (meters)    1667.45  (feet)  COMP
 TO0443  MODELED GRAV-     980,712.8   (mgal)                       NAVD 88
 TO0443
 TO0443  VERT ORDER  -  FIRST     CLASS II
 TO0443
 TO0443.The horizontal coordinates were scaled from a topographic map and have
 TO0443.an estimated accuracy of +/- 6 seconds.
 TO0443
 TO0443.The orthometric height was determined by differential leveling
 TO0443.and adjusted by the National Geodetic Survey in June 1991..
 TO0443
 TO0443.The geoid height was determined by GEOID03.
 TO0443
 TO0443.The dynamic height is computed by dividing the NAVD 88
 TO0443.geopotential number by the normal gravity value computed on the
 TO0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0443.degrees latitude (g = 980.6199 gals.).
 TO0443
 TO0443.The modeled gravity was interpolated from observed gravity values.
 TO0443
 TO0443;                    North         East    Units  Estimated Accuracy
 TO0443;SPC WA N     -   146,170.      731,340.      MT  (+/- 180 meters Scaled)
 TO0443
 TO0443                          SUPERSEDED SURVEY CONTROL
 TO0443
 TO0443  NGVD 29 (??/??/92)  506.768  (m)         1662.62   (f) ADJ UNCH    1 2
 TO0443
 TO0443.Superseded values are not recommended for survey control.
 TO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0443.See file dsdata.txt to determine how the superseded data were derived.
 TO0443
 TO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP468468(NAD 83)
 TO0443_MARKER: DB = BENCH MARK DISK
 TO0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0443_STAMPING: F 24 1931
 TO0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0443+STABILITY: SURFACE MOTION
 TO0443
 TO0443  HISTORY     - Date     Condition        Report By
 TO0443  HISTORY     - 1931     MONUMENTED       CGS
 TO0443  HISTORY     - 1936     GOOD             NGS
 TO0443  HISTORY     - 19631119 MARK NOT FOUND   USPSQD
 TO0443
 TO0443                          STATION DESCRIPTION
 TO0443
 TO0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 TO0443'IN CHEWELAH.
 TO0443'AT CHEWELAH DEPOT, 18 FEET WEST OF TRACK, 30 FEET SOUTH OF SOUTHEAST
 TO0443'CORNER OF DEPOT.  A STANDARD DISK SET IN A CONCRETE POST.
 TO0443
 TO0443                          STATION RECOVERY (1963)
 TO0443
 TO0443'RECOVERY NOTE BY US POWER SQUADRON 1963 (GLG)
 TO0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0355 ***********************************************************************
 SB0355  DESIGNATION -  F 241
 SB0355  PID         -  SB0355
 SB0355  STATE/COUNTY-  WA/YAKIMA
 SB0355  USGS QUAD   -  GRANGER (1965)
 SB0355
 SB0355                         *CURRENT SURVEY CONTROL
 SB0355  ___________________________________________________________________
 SB0355* NAD 83(1986)-  46 15 21.     (N)    120 07 41.     (W)     SCALED    
 SB0355* NAVD 88     -       208.646  (meters)     684.53   (feet)  ADJUSTED  
 SB0355  ___________________________________________________________________
 SB0355  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 SB0355  DYNAMIC HT  -         208.649 (meters)     684.54  (feet)  COMP
 SB0355  MODELED GRAV-     980,622.8   (mgal)                       NAVD 88
 SB0355
 SB0355  VERT ORDER  -  FIRST     CLASS II
 SB0355
 SB0355.The horizontal coordinates were scaled from a topographic map and have
 SB0355.an estimated accuracy of +/- 6 seconds.
 SB0355
 SB0355.The orthometric height was determined by differential leveling
 SB0355.and adjusted by the National Geodetic Survey in June 1991..
 SB0355
 SB0355.The geoid height was determined by GEOID03.
 SB0355
 SB0355.The dynamic height is computed by dividing the NAVD 88
 SB0355.geopotential number by the normal gravity value computed on the
 SB0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0355.degrees latitude (g = 980.6199 gals.).
 SB0355
 SB0355.The modeled gravity was interpolated from observed gravity values.
 SB0355
 SB0355;                    North         East    Units  Estimated Accuracy
 SB0355;SPC WA S     -   102,600.      528,680.      MT  (+/- 180 meters Scaled)
 SB0355
 SB0355                          SUPERSEDED SURVEY CONTROL
 SB0355
 SB0355  NGVD 29 (??/??/92)  207.599  (m)          681.10   (f) ADJ UNCH    1 2
 SB0355
 SB0355.Superseded values are not recommended for survey control.
 SB0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0355.See file dsdata.txt to determine how the superseded data were derived.
 SB0355
 SB0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS213264(NAD 83)
 SB0355_MARKER: DB = BENCH MARK DISK
 SB0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0355_STAMPING: F 241 1944
 SB0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0355+STABILITY: SURFACE MOTION
 SB0355
 SB0355  HISTORY     - Date     Condition        Report By
 SB0355  HISTORY     - 1944     MONUMENTED       CGS
 SB0355  HISTORY     - 1962     GOOD             NGS
 SB0355
 SB0355                          STATION DESCRIPTION
 SB0355
 SB0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0355'1.4 MI SE FROM SATUS.
 SB0355'1.4 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0355'STATION AT SATUS, YAKIMA COUNTY, 138 FEET SOUTH-SOUTHWEST OF MILEPOST
 SB0355'59, BETWEEN THE TRACK AND STATE HIGHWAY 3 A, 110.5 FEET SOUTHWEST OF
 SB0355'THE SOUTHWEST RAIL, 47.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 SB0355'HIGHWAY, 31 FEET WEST OF A TELEGRAPH POLE AND ON THE BANK AT THE
 SB0355'NORTHWEST END OF A LOW FLAT AREA, AND 2 FEET NORTHWEST OF A WHITE
 SB0355'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 241 1944 AND SET IN
 SB0355'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0077 ***********************************************************************
 TS0077  DESIGNATION -  F 242
 TS0077  PID         -  TS0077
 TS0077  STATE/COUNTY-  WA/CLALLAM
 TS0077  USGS QUAD   -  WEST OF PYSHT (1984)
 TS0077
 TS0077                         *CURRENT SURVEY CONTROL
 TS0077  ___________________________________________________________________
 TS0077* NAD 83(1986)-  48 11 23.     (N)    124 13 27.     (W)     SCALED    
 TS0077* NAVD 88     -        57.889  (meters)     189.92   (feet)  ADJUSTED  
 TS0077  ___________________________________________________________________
 TS0077  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 TS0077  DYNAMIC HT  -          57.904 (meters)     189.97  (feet)  COMP
 TS0077  MODELED GRAV-     980,866.6   (mgal)                       NAVD 88
 TS0077
 TS0077  VERT ORDER  -  FIRST     CLASS I
 TS0077
 TS0077.The horizontal coordinates were scaled from a topographic map and have
 TS0077.an estimated accuracy of +/- 6 seconds.
 TS0077
 TS0077.The orthometric height was determined by differential leveling
 TS0077.and adjusted by the National Geodetic Survey in June 1991..
 TS0077
 TS0077.The geoid height was determined by GEOID03.
 TS0077
 TS0077.The dynamic height is computed by dividing the NAVD 88
 TS0077.geopotential number by the normal gravity value computed on the
 TS0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0077.degrees latitude (g = 980.6199 gals.).
 TS0077
 TS0077.The modeled gravity was interpolated from observed gravity values.
 TS0077
 TS0077;                    North         East    Units  Estimated Accuracy
 TS0077;SPC WA N     -   137,830.      247,980.      MT  (+/- 180 meters Scaled)
 TS0077
 TS0077                          SUPERSEDED SURVEY CONTROL
 TS0077
 TS0077  NGVD 29 (??/??/92)   56.766  (m)          186.24   (f) ADJ UNCH    1 1
 TS0077
 TS0077.Superseded values are not recommended for survey control.
 TS0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0077.See file dsdata.txt to determine how the superseded data were derived.
 TS0077
 TS0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU090381(NAD 83)
 TS0077_MARKER: DB = BENCH MARK DISK
 TS0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TS0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TS0077_STAMPING: F 242 1942
 TS0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0077+STABILITY: SURFACE MOTION
 TS0077
 TS0077  HISTORY     - Date     Condition        Report By
 TS0077  HISTORY     - 1942     MONUMENTED       CGS
 TS0077  HISTORY     - 1974     GOOD             NGS
 TS0077
 TS0077                          STATION DESCRIPTION
 TS0077
 TS0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0077'5.3 MI SE FROM CLALLAM BAY.
 TS0077'ABOUT 5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF
 TS0077'EAST FRONTIER STREET AT CLALLAM BAY, 0.15 MILE SOUTHEAST OF THE
 TS0077'HIGHWAY BRIDGE ACROSS GREEN CREEK, 10 POLES SOUTHEAST OF HIGHWAY
 TS0077'MILEPOST 22, 28 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 TS0077'202.7 FEET NORTHWEST OF THE NORTHEAST END OF A 24-INCH PIPE CULVERT
 TS0077'UNDER THE HIGHWAY, 52 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM A
 TS0077'TELEPHONE POLE, 41 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE, 2.2 FEET
 TS0077'NORTHEAST OF A WOODEN WITNESS POST, 1.1 FOOT SOUTHWEST OF A METAL
 TS0077'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 TS0077'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.  1/4, SEC 15, T 31N, R
 TS0077'12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0314 ***********************************************************************
 SB0314  DESIGNATION -  F 243 USIIS
 SB0314  PID         -  SB0314
 SB0314  STATE/COUNTY-  WA/YAKIMA
 SB0314  USGS QUAD   -  WAPATO (1985)
 SB0314
 SB0314                         *CURRENT SURVEY CONTROL
 SB0314  ___________________________________________________________________
 SB0314* NAD 83(1986)-  46 25 46.     (N)    120 23 18.     (W)     SCALED    
 SB0314* NAVD 88     -       253.095  (meters)     830.36   (feet)  ADJUSTED  
 SB0314  ___________________________________________________________________
 SB0314  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 SB0314  DYNAMIC HT  -         253.097 (meters)     830.37  (feet)  COMP
 SB0314  MODELED GRAV-     980,614.2   (mgal)                       NAVD 88
 SB0314
 SB0314  VERT ORDER  -  FIRST     CLASS II
 SB0314
 SB0314.The horizontal coordinates were scaled from a topographic map and have
 SB0314.an estimated accuracy of +/- 6 seconds.
 SB0314
 SB0314.The orthometric height was determined by differential leveling
 SB0314.and adjusted by the National Geodetic Survey in June 1991..
 SB0314
 SB0314.The geoid height was determined by GEOID03.
 SB0314
 SB0314.The dynamic height is computed by dividing the NAVD 88
 SB0314.geopotential number by the normal gravity value computed on the
 SB0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0314.degrees latitude (g = 980.6199 gals.).
 SB0314
 SB0314.The modeled gravity was interpolated from observed gravity values.
 SB0314
 SB0314;                    North         East    Units  Estimated Accuracy
 SB0314;SPC WA S     -   121,840.      508,580.      MT  (+/- 180 meters Scaled)
 SB0314
 SB0314                          SUPERSEDED SURVEY CONTROL
 SB0314
 SB0314  NGVD 29 (??/??/92)  252.051  (m)          826.94   (f) ADJ UNCH    1 2
 SB0314
 SB0314.Superseded values are not recommended for survey control.
 SB0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0314.See file dsdata.txt to determine how the superseded data were derived.
 SB0314
 SB0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS006450(NAD 83)
 SB0314_MARKER: DB = BENCH MARK DISK
 SB0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0314_SP_SET: WALL
 SB0314_STAMPING: 827.172 F 243 1944
 SB0314_MARK LOGO: USIIS 
 SB0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0314
 SB0314  HISTORY     - Date     Condition        Report By
 SB0314  HISTORY     - 1944     MONUMENTED       DI
 SB0314  HISTORY     - 1962     GOOD             NGS
 SB0314  HISTORY     - 1982     GOOD             NGS
 SB0314  HISTORY     - 1989     GOOD             USPSQD
 SB0314
 SB0314                          STATION DESCRIPTION
 SB0314
 SB0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0314'2.0 MI SE FROM WAPATO.
 SB0314'2.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SB0314'STATION AT WAPATO, YAKIMA COUNTY, 175 FEET NORTHEAST OF THE TRACK, 25
 SB0314'FEET NORTHEAST OF THE CENTERLINE OF OLD STATE HIGHWAY 3 A (KNOWN AS
 SB0314'THE OLD TRACK ROAD), AT AN IRRIGATION-CANAL SPILLWAY, IN THE TOP OF
 SB0314'THE SPILLWAY WALL, AND 2 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 SB0314'WALL.  A UNITED STATES INDIAN IRRIGATION SERVICE STANDARD DISK,
 SB0314'STAMPED 827.172 F 243 1944.
 SB0314
 SB0314                          STATION RECOVERY (1982)
 SB0314
 SB0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0314'RECOVERED IN GOOD CONDITION.
 SB0314
 SB0314                          STATION RECOVERY (1989)
 SB0314
 SB0314'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBR)
 SB0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0528 ***********************************************************************
 SB0528  DESIGNATION -  F 244
 SB0528  PID         -  SB0528
 SB0528  STATE/COUNTY-  WA/YAKIMA
 SB0528  USGS QUAD   -  YAKIMA WEST (1985)
 SB0528
 SB0528                         *CURRENT SURVEY CONTROL
 SB0528  ___________________________________________________________________
 SB0528* NAD 83(1986)-  46 36 06.     (N)    120 30 08.     (W)     SCALED    
 SB0528* NAVD 88     -       325.181  (meters)    1066.86   (feet)  ADJUSTED  
 SB0528  ___________________________________________________________________
 SB0528  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SB0528  DYNAMIC HT  -         325.180 (meters)    1066.86  (feet)  COMP
 SB0528  MODELED GRAV-     980,604.3   (mgal)                       NAVD 88
 SB0528
 SB0528  VERT ORDER  -  FIRST     CLASS II
 SB0528
 SB0528.The horizontal coordinates were scaled from a topographic map and have
 SB0528.an estimated accuracy of +/- 6 seconds.
 SB0528
 SB0528.The orthometric height was determined by differential leveling
 SB0528.and adjusted by the National Geodetic Survey in June 1991..
 SB0528
 SB0528.The geoid height was determined by GEOID03.
 SB0528
 SB0528.The dynamic height is computed by dividing the NAVD 88
 SB0528.geopotential number by the normal gravity value computed on the
 SB0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0528.degrees latitude (g = 980.6199 gals.).
 SB0528
 SB0528.The modeled gravity was interpolated from observed gravity values.
 SB0528
 SB0528;                    North         East    Units  Estimated Accuracy
 SB0528;SPC WA S     -   140,980.      499,830.      MT  (+/- 180 meters Scaled)
 SB0528
 SB0528                          SUPERSEDED SURVEY CONTROL
 SB0528
 SB0528  NGVD 29 (??/??/92)  324.109  (m)         1063.35   (f) ADJ UNCH    1 2
 SB0528
 SB0528.Superseded values are not recommended for survey control.
 SB0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0528.See file dsdata.txt to determine how the superseded data were derived.
 SB0528
 SB0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS912639(NAD 83)
 SB0528_MARKER: DB = BENCH MARK DISK
 SB0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0528_SP_SET: BANISTER
 SB0528_STAMPING: F 244 1944
 SB0528_MARK LOGO: CGS   
 SB0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0528+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2006
 SB0528
 SB0528  HISTORY     - Date     Condition        Report By
 SB0528  HISTORY     - 1944     MONUMENTED       CGS
 SB0528  HISTORY     - 1962     GOOD             NGS
 SB0528  HISTORY     - 1982     GOOD             NGS
 SB0528  HISTORY     - 1990     GOOD             USPSQD
 SB0528  HISTORY     - 20060626 GOOD             USPSQD
 SB0528
 SB0528                          STATION DESCRIPTION
 SB0528
 SB0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0528'IN YAKIMA.
 SB0528'AT YAKIMA, YAKIMA COUNTY, AT THE POST OFFICE, AT THE SOUTH ENTRANCE,
 SB0528'IN THE TOP OF THE SOUTH BANISTER, AND 1 FOOT WEST OF THE WEST WALL OF
 SB0528'THE BUILDING.  A STANDARD DISK, STAMPED F 244 1944.
 SB0528
 SB0528                          STATION RECOVERY (1982)
 SB0528
 SB0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0528'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT
 SB0528'THE MARK IS 0.1 M ABOVE THE PORCH.
 SB0528
 SB0528                          STATION RECOVERY (1990)
 SB0528
 SB0528'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0528'RECOVERED IN GOOD CONDITION.
 SB0528
 SB0528                          STATION RECOVERY (2006)
 SB0528
 SB0528'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SB0528'THE FORMER POST OFFICE IS NOW THE JUSTICE WILLIAM O DOUGLAS FEDERAL
 SB0528'BUILDING U.S. COURT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0027 ***********************************************************************
 SB0027  DESIGNATION -  F 245
 SB0027  PID         -  SB0027
 SB0027  STATE/COUNTY-  WA/KITTITAS
 SB0027  USGS QUAD   -  POMONA (1985)
 SB0027
 SB0027                         *CURRENT SURVEY CONTROL
 SB0027  ___________________________________________________________________
 SB0027* NAD 83(1986)-  46 44 53.     (N)    120 28 02.     (W)     SCALED    
 SB0027* NAVD 88     -       374.544  (meters)    1228.82   (feet)  ADJUSTED  
 SB0027  ___________________________________________________________________
 SB0027  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 SB0027  DYNAMIC HT  -         374.546 (meters)    1228.82  (feet)  COMP
 SB0027  MODELED GRAV-     980,607.8   (mgal)                       NAVD 88
 SB0027
 SB0027  VERT ORDER  -  FIRST     CLASS II
 SB0027
 SB0027.The horizontal coordinates were scaled from a topographic map and have
 SB0027.an estimated accuracy of +/- 6 seconds.
 SB0027
 SB0027.The orthometric height was determined by differential leveling
 SB0027.and adjusted by the National Geodetic Survey in June 1991..
 SB0027.WARNING-Repeat measurements at this control monument indicate possible
 SB0027.vertical movement.
 SB0027
 SB0027.The geoid height was determined by GEOID03.
 SB0027
 SB0027.The dynamic height is computed by dividing the NAVD 88
 SB0027.geopotential number by the normal gravity value computed on the
 SB0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0027.degrees latitude (g = 980.6199 gals.).
 SB0027
 SB0027.The modeled gravity was interpolated from observed gravity values.
 SB0027
 SB0027;                    North         East    Units  Estimated Accuracy
 SB0027;SPC WA S     -   157,250.      502,500.      MT  (+/- 180 meters Scaled)
 SB0027
 SB0027                          SUPERSEDED SURVEY CONTROL
 SB0027
 SB0027  NGVD 29 (??/??/92)  373.458  (m)         1225.25   (f) ADJ UNCH    1 2
 SB0027
 SB0027.Superseded values are not recommended for survey control.
 SB0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0027.See file dsdata.txt to determine how the superseded data were derived.
 SB0027
 SB0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS934802(NAD 83)
 SB0027_MARKER: DB = BENCH MARK DISK
 SB0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0027_SP_SET: ABUTMENT
 SB0027_STAMPING: F 245 1944
 SB0027_MARK LOGO: CGS   
 SB0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0027
 SB0027  HISTORY     - Date     Condition        Report By
 SB0027  HISTORY     - 1944     MONUMENTED       CGS
 SB0027  HISTORY     - 1982     GOOD             NGS
 SB0027  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SB0027
 SB0027                          STATION DESCRIPTION
 SB0027
 SB0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SB0027'7.5 MI S FROM WYMER.
 SB0027'7.5 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0027'WYMER, KITTITAS COUNTY, 4 RAILS NORTH OF BRIDGE NO. 102 OVER YAKIMA
 SB0027'RIVER, AT BRIDGE NO. 102.1 OVER A CANAL, IN THE TOP OF THE WEST CORNER
 SB0027'OF THE NORTH ABUTMENT, 6.2 FEET WEST OF THE WEST RAIL, 1.2 FEET EAST
 SB0027'OF THE WEST END OF THE ABUTMENT, AND 2 FEET BELOW THE LEVEL OF THE
 SB0027'TRACK.  A STANDARD DISK, STAMPED F 245 1944.
 SB0027
 SB0027                          STATION RECOVERY (1982)
 SB0027
 SB0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0027'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 SB0027'2.6 KM (1.6 MI) NORTH ALONG NORTH FIRST STREET FROM THE COURTHOUSE AT
 SB0027'YAKIMA, THENCE 7.3 KM (4.55 MI) NORTH ALONG INTERSTATE 82, THENCE 9.85
 SB0027'KM (6.1 MI) NORTH ALONG STATE HIGHWAY 821, THENCE 1.05 KM (0.65 MI)
 SB0027'SOUTHWEST ALONG A DIRT ROAD TO THE ROZA DAM, THENCE 0.15 KM (0.1 MI)
 SB0027'SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD, IN TOP OF THE SOUTHWEST
 SB0027'END OF THE NORTH ABUTMENT FOR THE RAILROAD BRIDGE OVER ROZA CANAL, 1.8
 SB0027'METERS (6.2 FT) WEST OF THE WEST RAIL.
 SB0027'THE MARK IS 0.7 M BELOW THE TRACKS.
 SB0027
 SB0027                          STATION RECOVERY (1990)
 SB0027
 SB0027'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0005 ***********************************************************************
 SB0005  DESIGNATION -  F 246
 SB0005  PID         -  SB0005
 SB0005  STATE/COUNTY-  WA/KITTITAS
 SB0005  USGS QUAD   -  KITTITAS (1978)
 SB0005
 SB0005                         *CURRENT SURVEY CONTROL
 SB0005  ___________________________________________________________________
 SB0005* NAD 83(1986)-  46 52 45.     (N)    120 29 42.     (W)     SCALED    
 SB0005* NAVD 88     -       418.341  (meters)    1372.51   (feet)  ADJUSTED  
 SB0005  ___________________________________________________________________
 SB0005  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 SB0005  DYNAMIC HT  -         418.342 (meters)    1372.51  (feet)  COMP
 SB0005  MODELED GRAV-     980,605.2   (mgal)                       NAVD 88
 SB0005
 SB0005  VERT ORDER  -  FIRST     CLASS II
 SB0005
 SB0005.The horizontal coordinates were scaled from a topographic map and have
 SB0005.an estimated accuracy of +/- 6 seconds.
 SB0005
 SB0005.The orthometric height was determined by differential leveling
 SB0005.and adjusted by the National Geodetic Survey in June 1991..
 SB0005
 SB0005.The geoid height was determined by GEOID03.
 SB0005
 SB0005.The dynamic height is computed by dividing the NAVD 88
 SB0005.geopotential number by the normal gravity value computed on the
 SB0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0005.degrees latitude (g = 980.6199 gals.).
 SB0005
 SB0005.The modeled gravity was interpolated from observed gravity values.
 SB0005
 SB0005;                    North         East    Units  Estimated Accuracy
 SB0005;SPC WA S     -   171,820.      500,380.      MT  (+/- 180 meters Scaled)
 SB0005
 SB0005                          SUPERSEDED SURVEY CONTROL
 SB0005
 SB0005  NGVD 29 (??/??/92)  417.239  (m)         1368.89   (f) ADJ UNCH    1 2
 SB0005
 SB0005.Superseded values are not recommended for survey control.
 SB0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0005.See file dsdata.txt to determine how the superseded data were derived.
 SB0005
 SB0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS908947(NAD 83)
 SB0005_MARKER: DB = BENCH MARK DISK
 SB0005_SETTING: 80 = SET IN A BOULDER
 SB0005_SP_SET: BOULDER
 SB0005_STAMPING: F 246 1944
 SB0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0005+STABILITY: SURFACE MOTION
 SB0005
 SB0005  HISTORY     - Date     Condition        Report By
 SB0005  HISTORY     - 1944     MONUMENTED       CGS
 SB0005
 SB0005                          STATION DESCRIPTION
 SB0005
 SB0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SB0005'5.6 MI N FROM WYMER.
 SB0005'5.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SB0005'WYMER, KITTITAS COUNTY, 61 FEET WEST OF MILEPOST 116, ON THE SOUTHEAST
 SB0005'SLOPE OF A HILL, 20.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 SB0005'TRACK, 9.6 FEET NORTHWEST OF THE ELECTRIC GUARD FENCE, AND IN THE TOP
 SB0005'OF A BOULDER.  A STANDARD DISK, STAMPED F 246 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0410 ***********************************************************************
 SX0410  DESIGNATION -  F 247
 SX0410  PID         -  SX0410
 SX0410  STATE/COUNTY-  WA/KITTITAS
 SX0410  USGS QUAD   -  CLE ELUM (1984)
 SX0410
 SX0410                         *CURRENT SURVEY CONTROL
 SX0410  ___________________________________________________________________
 SX0410* NAD 83(1986)-  47 10 56.     (N)    120 59 04.     (W)     SCALED    
 SX0410* NAVD 88     -       598.023  (meters)    1962.01   (feet)  ADJUSTED  
 SX0410  ___________________________________________________________________
 SX0410  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 SX0410  DYNAMIC HT  -         598.015 (meters)    1961.99  (feet)  COMP
 SX0410  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 SX0410
 SX0410  VERT ORDER  -  FIRST     CLASS II
 SX0410
 SX0410.The horizontal coordinates were scaled from a topographic map and have
 SX0410.an estimated accuracy of +/- 6 seconds.
 SX0410
 SX0410.The orthometric height was determined by differential leveling
 SX0410.and adjusted by the National Geodetic Survey in June 1991..
 SX0410
 SX0410.The geoid height was determined by GEOID03.
 SX0410
 SX0410.The dynamic height is computed by dividing the NAVD 88
 SX0410.geopotential number by the normal gravity value computed on the
 SX0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0410.degrees latitude (g = 980.6199 gals.).
 SX0410
 SX0410.The modeled gravity was interpolated from observed gravity values.
 SX0410
 SX0410;                    North         East    Units  Estimated Accuracy
 SX0410;SPC WA S     -   205,620.      463,280.      MT  (+/- 180 meters Scaled)
 SX0410
 SX0410                          SUPERSEDED SURVEY CONTROL
 SX0410
 SX0410  NGVD 29 (??/??/92)  596.855  (m)         1958.18   (f) ADJ UNCH    1 2
 SX0410
 SX0410.Superseded values are not recommended for survey control.
 SX0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0410.See file dsdata.txt to determine how the superseded data were derived.
 SX0410
 SX0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT527273(NAD 83)
 SX0410_MARKER: DB = BENCH MARK DISK
 SX0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0410_STAMPING: F 247 1944
 SX0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0410+STABILITY: SURFACE MOTION
 SX0410
 SX0410  HISTORY     - Date     Condition        Report By
 SX0410  HISTORY     - 1944     MONUMENTED       CGS
 SX0410  HISTORY     - 1958     GOOD             NGS
 SX0410  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0410
 SX0410                          STATION DESCRIPTION
 SX0410
 SX0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SX0410'2.4 MI W FROM CLE ELUM.
 SX0410'2.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SX0410'CLE ELUM, KITTITAS COUNTY, 0.2 MILE SOUTHWEST OF MILEPOST 27, 125 FEET
 SX0410'SOUTHWEST OF THE SOUTHWEST END OF A LONG FILL, NEAR THE POINT WHERE
 SX0410'THE NEW TRACK BED CROSSES AN OLD ABANDONED TRACK BED, 37 FEET
 SX0410'NORTHWEST OF THE NORTHWEST RAIL, 2.5 FEET NORTHEAST OF A WHITE WOODEN
 SX0410'WITNESS POST, AND 5 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD
 SX0410'DISK, STAMPED F 247 1944 AND SET IN THE TOP OF A CONCRETE POST
 SX0410'PROJECTING 0.4 FOOT ABOVE GROUND.
 SX0410
 SX0410                          STATION RECOVERY (1982)
 SX0410
 SX0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0410'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0697 ***********************************************************************
 SX0697  DESIGNATION -  F 248
 SX0697  PID         -  SX0697
 SX0697  STATE/COUNTY-  WA/KING
 SX0697  USGS QUAD   -  LESTER (1989)
 SX0697
 SX0697                         *CURRENT SURVEY CONTROL
 SX0697  ___________________________________________________________________
 SX0697* NAD 83(1986)-  47 13 53.     (N)    121 25 30.     (W)     SCALED    
 SX0697* NAVD 88     -       640.942  (meters)    2102.82   (feet)  ADJUSTED  
 SX0697  ___________________________________________________________________
 SX0697  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 SX0697  DYNAMIC HT  -         640.934 (meters)    2102.80  (feet)  COMP
 SX0697  MODELED GRAV-     980,581.8   (mgal)                       NAVD 88
 SX0697
 SX0697  VERT ORDER  -  FIRST     CLASS II
 SX0697
 SX0697.The horizontal coordinates were scaled from a topographic map and have
 SX0697.an estimated accuracy of +/- 6 seconds.
 SX0697
 SX0697.The orthometric height was determined by differential leveling
 SX0697.and adjusted by the National Geodetic Survey in June 1991..
 SX0697
 SX0697.The geoid height was determined by GEOID03.
 SX0697
 SX0697.The dynamic height is computed by dividing the NAVD 88
 SX0697.geopotential number by the normal gravity value computed on the
 SX0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0697.degrees latitude (g = 980.6199 gals.).
 SX0697
 SX0697.The modeled gravity was interpolated from observed gravity values.
 SX0697
 SX0697;                    North         East    Units  Estimated Accuracy
 SX0697;SPC WA N     -    25,900.      455,190.      MT  (+/- 180 meters Scaled)
 SX0697
 SX0697                          SUPERSEDED SURVEY CONTROL
 SX0697
 SX0697  NGVD 29 (??/??/92)  639.768  (m)         2098.97   (f) ADJ UNCH    1 2
 SX0697
 SX0697.Superseded values are not recommended for survey control.
 SX0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0697.See file dsdata.txt to determine how the superseded data were derived.
 SX0697
 SX0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT192320(NAD 83)
 SX0697_MARKER: DB = BENCH MARK DISK
 SX0697_SETTING: 80 = SET IN A BOULDER
 SX0697_STAMPING: F 248 1944
 SX0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0697+STABILITY: SURFACE MOTION
 SX0697
 SX0697  HISTORY     - Date     Condition        Report By
 SX0697  HISTORY     - 1944     MONUMENTED       CGS
 SX0697
 SX0697                          STATION DESCRIPTION
 SX0697
 SX0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0697'4.6 MI NE FROM LESTER.
 SX0697'4.6 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SX0697'STATION AT LESTER, KING COUNTY, 11-1/2 RAILS NORTHEAST OF MILEPOST 55,
 SX0697'NEAR THE NORTHEAST END OF A CUT, 10.5 FEET SOUTHEAST OF THE SOUTHEAST
 SX0697'RAIL OF THE SOUTHEAST TRACK, IN THE NORTHEAST END OF A SLANTING
 SX0697'BOULDER, AND 2.5 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 SX0697'STAMPED F 248 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0776 ***********************************************************************
 SX0776  DESIGNATION -  F 249
 SX0776  PID         -  SX0776
 SX0776  STATE/COUNTY-  WA/KING
 SX0776  USGS QUAD   -  EAGLE GORGE (1993)
 SX0776
 SX0776                         *CURRENT SURVEY CONTROL
 SX0776  ___________________________________________________________________
 SX0776* NAD 83(1986)-  47 15 46.     (N)    121 46 06.     (W)     SCALED    
 SX0776* NAVD 88     -       338.332  (meters)    1110.01   (feet)  ADJUSTED  
 SX0776  ___________________________________________________________________
 SX0776  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SX0776  DYNAMIC HT  -         338.351 (meters)    1110.07  (feet)  COMP
 SX0776  MODELED GRAV-     980,663.5   (mgal)                       NAVD 88
 SX0776
 SX0776  VERT ORDER  -  FIRST     CLASS II
 SX0776
 SX0776.The horizontal coordinates were scaled from a topographic map and have
 SX0776.an estimated accuracy of +/- 6 seconds.
 SX0776
 SX0776.The orthometric height was determined by differential leveling
 SX0776.and adjusted by the National Geodetic Survey in June 1991..
 SX0776
 SX0776.The geoid height was determined by GEOID03.
 SX0776
 SX0776.The dynamic height is computed by dividing the NAVD 88
 SX0776.geopotential number by the normal gravity value computed on the
 SX0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0776.degrees latitude (g = 980.6199 gals.).
 SX0776
 SX0776.The modeled gravity was interpolated from observed gravity values.
 SX0776
 SX0776;                    North         East    Units  Estimated Accuracy
 SX0776;SPC WA N     -    29,650.      429,240.      MT  (+/- 180 meters Scaled)
 SX0776
 SX0776                          SUPERSEDED SURVEY CONTROL
 SX0776
 SX0776  NGVD 29 (??/??/92)  337.214  (m)         1106.34   (f) ADJ UNCH    1 2
 SX0776
 SX0776.Superseded values are not recommended for survey control.
 SX0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0776.See file dsdata.txt to determine how the superseded data were derived.
 SX0776
 SX0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET931351(NAD 83)
 SX0776_MARKER: DB = BENCH MARK DISK
 SX0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0776_SP_SET: CULVERT
 SX0776_STAMPING: F 249 1944
 SX0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0776
 SX0776  HISTORY     - Date     Condition        Report By
 SX0776  HISTORY     - 1944     MONUMENTED       CGS
 SX0776
 SX0776                          STATION DESCRIPTION
 SX0776
 SX0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0776'0.3 MI SE FROM EAGLE GORGE.
 SX0776'0.3 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SX0776'AT EAGLE GORGE, KING COUNTY, 11 RAILS NORTH OF MILEPOST 74, AT A
 SX0776'CONCRETE CULVERT UNDER THE TRACK, IN THE TOP OF THE EAST HEADWALL, 19
 SX0776'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 4.2 FEET EAST OF THE
 SX0776'EAST RAIL OF THE SIDETRACK, 1.5 FEET NORTH OF THE SOUTH END OF THE
 SX0776'HEADWALL, AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK,
 SX0776'STAMPED F 249 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0737 ***********************************************************************
 SV0737  DESIGNATION -  F 25
 SV0737  PID         -  SV0737
 SV0737  STATE/COUNTY-  WA/SPOKANE
 SV0737  USGS QUAD   -  DEER PARK (1973)
 SV0737
 SV0737                         *CURRENT SURVEY CONTROL
 SV0737  ___________________________________________________________________
 SV0737* NAD 83(1986)-  47 55 22.     (N)    117 27 09.     (W)     SCALED    
 SV0737* NAVD 88     -       614.166  (meters)    2014.98   (feet)  ADJUSTED  
 SV0737  ___________________________________________________________________
 SV0737  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 SV0737  DYNAMIC HT  -         614.214 (meters)    2015.13  (feet)  COMP
 SV0737  MODELED GRAV-     980,670.9   (mgal)                       NAVD 88
 SV0737
 SV0737  VERT ORDER  -  FIRST     CLASS II
 SV0737
 SV0737.The horizontal coordinates were scaled from a topographic map and have
 SV0737.an estimated accuracy of +/- 6 seconds.
 SV0737
 SV0737.The orthometric height was determined by differential leveling
 SV0737.and adjusted by the National Geodetic Survey in June 1991..
 SV0737.WARNING-Repeat measurements at this control monument indicate possible
 SV0737.vertical movement.
 SV0737
 SV0737.The geoid height was determined by GEOID03.
 SV0737
 SV0737.The dynamic height is computed by dividing the NAVD 88
 SV0737.geopotential number by the normal gravity value computed on the
 SV0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0737.degrees latitude (g = 980.6199 gals.).
 SV0737
 SV0737.The modeled gravity was interpolated from observed gravity values.
 SV0737
 SV0737;                    North         East    Units  Estimated Accuracy
 SV0737;SPC WA N     -   108,150.      752,580.      MT  (+/- 180 meters Scaled)
 SV0737
 SV0737                          SUPERSEDED SURVEY CONTROL
 SV0737
 SV0737  NGVD 29 (??/??/92)  612.987  (m)         2011.11   (f) ADJ UNCH    1 2
 SV0737
 SV0737.Superseded values are not recommended for survey control.
 SV0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0737.See file dsdata.txt to determine how the superseded data were derived.
 SV0737
 SV0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP661078(NAD 83)
 SV0737_MARKER: DB = BENCH MARK DISK
 SV0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0737_STAMPING: F 25 1931
 SV0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0737+STABILITY: SURFACE MOTION
 SV0737
 SV0737  HISTORY     - Date     Condition        Report By
 SV0737  HISTORY     - 1931     MONUMENTED       CGS
 SV0737  HISTORY     - 1965     GOOD             NGS
 SV0737
 SV0737                          STATION DESCRIPTION
 SV0737
 SV0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0737'2.5 MI SE FROM DEER PARK.
 SV0737'THE MARK IS 48 1/2 FEET WEST OF THE NORTH END OF THE 3RD RAIL NORTH OF
 SV0737'A SHORT, STRAIGHT SECTION OF TRACK, AND 2 FEET EAST OF THE
 SV0737'RIGHT-OF-WAY FENCE.  A STANDARD DISK SET IN A SQUARE CONCRETE POST
 SV0737'WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0824 ***********************************************************************
 SA0824  DESIGNATION -  F 250
 SA0824  PID         -  SA0824
 SA0824  STATE/COUNTY-  WA/FRANKLIN
 SA0824  USGS QUAD   -  GLADE (1992)
 SA0824
 SA0824                         *CURRENT SURVEY CONTROL
 SA0824  ___________________________________________________________________
 SA0824* NAD 83(1986)-  46 17 23.     (N)    119 06 39.     (W)     SCALED    
 SA0824* NAVD 88     -       129.233  (meters)     423.99   (feet)  ADJUSTED  
 SA0824  ___________________________________________________________________
 SA0824  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA0824  DYNAMIC HT  -         129.237 (meters)     424.01  (feet)  COMP
 SA0824  MODELED GRAV-     980,649.0   (mgal)                       NAVD 88
 SA0824
 SA0824  VERT ORDER  -  FIRST     CLASS II
 SA0824
 SA0824.The horizontal coordinates were scaled from a topographic map and have
 SA0824.an estimated accuracy of +/- 6 seconds.
 SA0824
 SA0824.The orthometric height was determined by differential leveling
 SA0824.and adjusted by the National Geodetic Survey in June 1991..
 SA0824
 SA0824.The geoid height was determined by GEOID03.
 SA0824
 SA0824.The dynamic height is computed by dividing the NAVD 88
 SA0824.geopotential number by the normal gravity value computed on the
 SA0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0824.degrees latitude (g = 980.6199 gals.).
 SA0824
 SA0824.The modeled gravity was interpolated from observed gravity values.
 SA0824
 SA0824;                    North         East    Units  Estimated Accuracy
 SA0824;SPC WA S     -   107,250.      607,030.      MT  (+/- 180 meters Scaled)
 SA0824
 SA0824                          SUPERSEDED SURVEY CONTROL
 SA0824
 SA0824  NGVD 29 (??/??/92)  128.205  (m)          420.62   (f) ADJ UNCH    1 2
 SA0824
 SA0824.Superseded values are not recommended for survey control.
 SA0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0824.See file dsdata.txt to determine how the superseded data were derived.
 SA0824
 SA0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM374284(NAD 83)
 SA0824_MARKER: DB = BENCH MARK DISK
 SA0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0824_STAMPING: F 250 1944
 SA0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0824+STABILITY: SURFACE MOTION
 SA0824
 SA0824  HISTORY     - Date     Condition        Report By
 SA0824  HISTORY     - 1944     MONUMENTED       CGS
 SA0824
 SA0824                          STATION DESCRIPTION
 SA0824
 SA0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0824'4.1 MI N FROM PASCO.
 SA0824'ALONG THE NORTHERN PACIFIC RAILROAD 4.1 MILES NORTH OF THE STATION AT
 SA0824'PASCO, 0.5 MILE SOUTH OF MILEPOST 140, 0.9 MILE NORTH OF CONCRETE OVER
 SA0824'PASS, 0.1 MILE NORTH OF PASCO YARD LIMIT SIGN, 171 FEET WEST OF CENTER
 SA0824'LINE OF HIGHWAY, 65 FEET EAST OF EAST RAIL, 30 FEET EAST OF A POLE
 SA0824'LINE, 2 FEET SOUTH OF A 4 INCH X 4 INCH WHITE WOODEN POST, 6 INCHES
 SA0824'BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0825 ***********************************************************************
 SA0825  DESIGNATION -  F 250 RESET
 SA0825  PID         -  SA0825
 SA0825  STATE/COUNTY-  WA/FRANKLIN
 SA0825  USGS QUAD   -  GLADE (1992)
 SA0825
 SA0825                         *CURRENT SURVEY CONTROL
 SA0825  ___________________________________________________________________
 SA0825* NAD 83(1986)-  46 17 23.     (N)    119 06 40.     (W)     SCALED    
 SA0825* NAVD 88     -       128.28   (meters)     420.9    (feet)  RESET     
 SA0825  ___________________________________________________________________
 SA0825  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA0825
 SA0825  VERT ORDER  -  THIRD
 SA0825
 SA0825.This mark is at Olympia Airport (OLM)
 SA0825
 SA0825.The horizontal coordinates were scaled from a topographic map and have
 SA0825.an estimated accuracy of +/- 6 seconds.
 SA0825
 SA0825.The orthometric height was computed from unverified reset data.
 SA0825.No vertical observational check was made to the station.
 SA0825
 SA0825.The geoid height was determined by GEOID03.
 SA0825
 SA0825;                    North         East    Units  Estimated Accuracy
 SA0825;SPC WA S     -   107,240.      607,010.      MT  (+/- 180 meters Scaled)
 SA0825
 SA0825                          SUPERSEDED SURVEY CONTROL
 SA0825
 SA0825  NGVD 29 (??/??/??)  127.25   (m)          417.5    (f) RESET       3  
 SA0825
 SA0825.Superseded values are not recommended for survey control.
 SA0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0825.See file dsdata.txt to determine how the superseded data were derived.
 SA0825
 SA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM373284(NAD 83)
 SA0825_MARKER: DB = BENCH MARK DISK
 SA0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0825_STAMPING: F 250 RESET 1954
 SA0825_MARK LOGO: CGS   
 SA0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0825+STABILITY: SURFACE MOTION
 SA0825
 SA0825  HISTORY     - Date     Condition        Report By
 SA0825  HISTORY     - 1954     MONUMENTED       NPRR
 SA0825  HISTORY     - 1963     GOOD             CGS
 SA0825  HISTORY     - 1973     MARK NOT FOUND   USGS
 SA0825  HISTORY     - 1981     MARK NOT FOUND   NGS
 SA0825
 SA0825                          STATION DESCRIPTION
 SA0825
 SA0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SA0825'4.1 MI N FROM PASCO.
 SA0825'4.1 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SA0825'PASCO, FRANKLIN COUNTY, ABOUT 0.9 MILE NORTH OF A CONCRETE OVERPASS,
 SA0825'ABOUT 0.5 MILE SOUTH OF MILEPOST 140, ABOUT 0.1 MILE NORTH OF THE
 SA0825'PASCO YARD-LIMIT SIGN, ABOUT 171 FEET WEST OF THE CENTERLINE OF U.S.
 SA0825'HIGHWAY 395, 65 FEET EAST OF THE EAST RAIL, 30 FEET EAST OF A ROW OF
 SA0825'POLES, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 6 INCHES
 SA0825'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST. NOTE-- IT
 SA0825'APPEARS THAT THIS MARK WAS RESET INSIDE THE FENCE AT THE PASCO
 SA0825'AIRPORT.
 SA0825
 SA0825                          STATION RECOVERY (1973)
 SA0825
 SA0825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SA0825'MARK NOT FOUND.
 SA0825
 SA0825                          STATION RECOVERY (1981)
 SA0825
 SA0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0825'NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0590 ***********************************************************************
 SA0590  DESIGNATION -  F 251
 SA0590  PID         -  SA0590
 SA0590  STATE/COUNTY-  WA/FRANKLIN
 SA0590  USGS QUAD   -  MESA EAST (1970)
 SA0590
 SA0590                         *CURRENT SURVEY CONTROL
 SA0590  ___________________________________________________________________
 SA0590* NAD 83(1986)-  46 35 59.     (N)    118 57 27.     (W)     SCALED    
 SA0590* NAVD 88     -       213.353  (meters)     699.98   (feet)  ADJUSTED  
 SA0590  ___________________________________________________________________
 SA0590  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SA0590  DYNAMIC HT  -         213.358 (meters)     699.99  (feet)  COMP
 SA0590  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 SA0590
 SA0590  VERT ORDER  -  FIRST     CLASS II
 SA0590
 SA0590.The horizontal coordinates were scaled from a topographic map and have
 SA0590.an estimated accuracy of +/- 6 seconds.
 SA0590
 SA0590.The orthometric height was determined by differential leveling
 SA0590.and adjusted by the National Geodetic Survey in June 1991..
 SA0590
 SA0590.The geoid height was determined by GEOID03.
 SA0590
 SA0590.The dynamic height is computed by dividing the NAVD 88
 SA0590.geopotential number by the normal gravity value computed on the
 SA0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0590.degrees latitude (g = 980.6199 gals.).
 SA0590
 SA0590.The modeled gravity was interpolated from observed gravity values.
 SA0590
 SA0590;                    North         East    Units  Estimated Accuracy
 SA0590;SPC WA S     -   141,910.      618,170.      MT  (+/- 180 meters Scaled)
 SA0590
 SA0590                          SUPERSEDED SURVEY CONTROL
 SA0590
 SA0590  NGVD 29 (??/??/92)  212.275  (m)          696.44   (f) ADJ UNCH    1 2
 SA0590
 SA0590.Superseded values are not recommended for survey control.
 SA0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0590.See file dsdata.txt to determine how the superseded data were derived.
 SA0590
 SA0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM500625(NAD 83)
 SA0590_MARKER: DB = BENCH MARK DISK
 SA0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0590_STAMPING: F 251 1944
 SA0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0590+STABILITY: SURFACE MOTION
 SA0590
 SA0590  HISTORY     - Date     Condition        Report By
 SA0590  HISTORY     - 1944     MONUMENTED       CGS
 SA0590  HISTORY     - 1970     MARK NOT FOUND   USGS
 SA0590
 SA0590                          STATION DESCRIPTION
 SA0590
 SA0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0590'2.7 MI NE FROM MESA.
 SA0590'2.7 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0590'STATION AT MESA, FRANKLIN COUNTY, ABOUT 0.3 MILE NORTHEAST OF MILEPOST
 SA0590'117, ABOUT 136 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.5 FEET
 SA0590'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 2.6 FEET NORTHWEST OF A WHITE
 SA0590'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 SA0590'STANDARD DISK, STAMPED F 251 1944 AND SET IN THE TOP OF A CONCRETE
 SA0590'POST.
 SA0590
 SA0590                          STATION RECOVERY (1970)
 SA0590
 SA0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SA0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0878 ***********************************************************************
 SY0878  DESIGNATION -  F 252
 SY0878  PID         -  SY0878
 SY0878  STATE/COUNTY-  WA/KITSAP
 SY0878  USGS QUAD   -  BREMERTON WEST (1981)
 SY0878
 SY0878                         *CURRENT SURVEY CONTROL
 SY0878  ___________________________________________________________________
 SY0878* NAD 83(1986)-  47 31 11.     (N)    122 43 42.     (W)     SCALED    
 SY0878* NAVD 88     -       105.115  (meters)     344.86   (feet)  POSTED    
 SY0878  ___________________________________________________________________
 SY0878  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 SY0878  DYNAMIC HT  -         105.140 (meters)     344.95  (feet)  COMP
 SY0878  MODELED GRAV-     980,815.5   (mgal)                       NAVD 88
 SY0878
 SY0878  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0878
 SY0878.The horizontal coordinates were scaled from a topographic map and have
 SY0878.an estimated accuracy of +/- 6 seconds.
 SY0878
 SY0878.The orthometric height was determined by differential leveling
 SY0878.and adjusted by the National Geodetic Survey in 1992..
 SY0878.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0878.rate of 0.0 thru 1.0 mm/km.
 SY0878
 SY0878.The geoid height was determined by GEOID03.
 SY0878
 SY0878.The dynamic height is computed by dividing the NAVD 88
 SY0878.geopotential number by the normal gravity value computed on the
 SY0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0878.degrees latitude (g = 980.6199 gals.).
 SY0878
 SY0878.The modeled gravity was interpolated from observed gravity values.
 SY0878
 SY0878;                    North         East    Units  Estimated Accuracy
 SY0878;SPC WA N     -    59,540.      357,290.      MT  (+/- 180 meters Scaled)
 SY0878
 SY0878                          SUPERSEDED SURVEY CONTROL
 SY0878
 SY0878  NGVD 29 (??/??/??)  104.050  (m)          341.37   (f) ADJUSTED    1 2
 SY0878
 SY0878.Superseded values are not recommended for survey control.
 SY0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0878.See file dsdata.txt to determine how the superseded data were derived.
 SY0878
 SY0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET204629(NAD 83)
 SY0878_MARKER: DB = BENCH MARK DISK
 SY0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0878_STAMPING: F 252 1944
 SY0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0878+STABILITY: SURFACE MOTION
 SY0878
 SY0878  HISTORY     - Date     Condition        Report By
 SY0878  HISTORY     - 1944     MONUMENTED       CGS
 SY0878  HISTORY     - 1983     GOOD             LOCSUR
 SY0878  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 SY0878
 SY0878                          STATION DESCRIPTION
 SY0878
 SY0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0878'5.4 MI SW FROM BREMERTON.
 SY0878'4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE INTERSECTION OF
 SY0878'SIXTH STREET AND CALLOW AVENUE AT BREMERTON, KITSAP COUNTY, THENCE 1.4
 SY0878'MILES SOUTHWEST ALONG STATE HIGHWAY 14.  NORTHWEST ACROSS THE HIGHWAY
 SY0878'FROM A DEEP CUT, NEAR THE SOUTHWEST END OF A GRAVEL DUMP, 41 FEET
 SY0878'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.8 FEET NORTHEAST OF
 SY0878'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 252 1944 AND
 SY0878'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 SY0878
 SY0878                          STATION RECOVERY (1983)
 SY0878
 SY0878'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SY0878'RECOVERED IN GOOD CONDITION.
 SY0878
 SY0878                          STATION RECOVERY (1996)
 SY0878
 SY0878'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0779 ***********************************************************************
 SY0779  DESIGNATION -  F 253
 SY0779  PID         -  SY0779
 SY0779  STATE/COUNTY-  WA/MASON
 SY0779  USGS QUAD   -  MASON LAKE (1994)
 SY0779
 SY0779                         *CURRENT SURVEY CONTROL
 SY0779  ___________________________________________________________________
 SY0779* NAD 83(1986)-  47 16 47.     (N)    122 57 59.     (W)     SCALED    
 SY0779* NAVD 88     -        75.390  (meters)     247.34   (feet)  POSTED    
 SY0779  ___________________________________________________________________
 SY0779  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 SY0779  DYNAMIC HT  -          75.400 (meters)     247.37  (feet)  COMP
 SY0779  MODELED GRAV-     980,782.7   (mgal)                       NAVD 88
 SY0779
 SY0779  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0779
 SY0779.The horizontal coordinates were scaled from a topographic map and have
 SY0779.an estimated accuracy of +/- 6 seconds.
 SY0779
 SY0779.The orthometric height was determined by differential leveling
 SY0779.and adjusted by the National Geodetic Survey in 1992..
 SY0779.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0779.rate of 0.0 thru 1.0 mm/km.
 SY0779
 SY0779.The geoid height was determined by GEOID03.
 SY0779
 SY0779.The dynamic height is computed by dividing the NAVD 88
 SY0779.geopotential number by the normal gravity value computed on the
 SY0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0779.degrees latitude (g = 980.6199 gals.).
 SY0779
 SY0779.The modeled gravity was interpolated from observed gravity values.
 SY0779
 SY0779;                    North         East    Units  Estimated Accuracy
 SY0779;SPC WA S     -   219,270.      313,430.      MT  (+/- 180 meters Scaled)
 SY0779
 SY0779                          SUPERSEDED SURVEY CONTROL
 SY0779
 SY0779  NGVD 29 (??/??/??)   74.328  (m)          243.86   (f) ADJUSTED    1 2
 SY0779
 SY0779.Superseded values are not recommended for survey control.
 SY0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0779.See file dsdata.txt to determine how the superseded data were derived.
 SY0779
 SY0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET025362(NAD 83)
 SY0779_MARKER: DB = BENCH MARK DISK
 SY0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0779_STAMPING: F 253 1944
 SY0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0779+STABILITY: SURFACE MOTION
 SY0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0779+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 SY0779
 SY0779  HISTORY     - Date     Condition        Report By
 SY0779  HISTORY     - 1944     MONUMENTED       CGS
 SY0779  HISTORY     - 19950830 GOOD             USPSQD
 SY0779  HISTORY     - 20021010 GOOD             USPSQD
 SY0779  HISTORY     - 20051027 GOOD             USPSQD
 SY0779
 SY0779                          STATION DESCRIPTION
 SY0779
 SY0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0779'8.6 MI NE FROM SHELTON.
 SY0779'8.6 MILES NORTHEAST ALONG STATE HIGHWAY 14 A FROM THE POST OFFICE AT
 SY0779'SHELTON, MASON COUNTY, AT THE JUNCTION OF A DIM SIDE ROAD LEADING
 SY0779'NORTH INTO THE WOODS, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 SY0779'17 FEET EAST OF THE CENTERLINE OF THE ROAD, 29.6 FEET EAST OF THE EAST
 SY0779'ONE OF THREE LARGE PINE TREES, AND 2.2 FEET EAST OF A WHITE WOODEN
 SY0779'WITNESS POST.  A STANDARD DISK, STAMPED F 253 1944 AND SET IN THE TOP
 SY0779'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 SY0779
 SY0779                          STATION RECOVERY (1995)
 SY0779
 SY0779'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY0779'RECOVERED IN GOOD CONDITION.
 SY0779
 SY0779                          STATION RECOVERY (2002)
 SY0779
 SY0779'RECOVERY NOTE BY US POWER SQUADRON 2002 (PCL)
 SY0779'RECOVERED AS DESCRIBED
 SY0779
 SY0779                          STATION RECOVERY (2005)
 SY0779
 SY0779'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGC)
 SY0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0494 ***********************************************************************
 SY0494  DESIGNATION -  F 254
 SY0494  PID         -  SY0494
 SY0494  STATE/COUNTY-  WA/KING
 SY0494  USGS QUAD   -  AUBURN (1994)
 SY0494
 SY0494                         *CURRENT SURVEY CONTROL
 SY0494  ___________________________________________________________________
 SY0494* NAD 83(1986)-  47 18 52.     (N)    122 13 57.     (W)     SCALED    
 SY0494* NAVD 88     -        20.250  (meters)      66.44   (feet)  ADJUSTED  
 SY0494  ___________________________________________________________________
 SY0494  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SY0494  DYNAMIC HT  -          20.253 (meters)      66.45  (feet)  COMP
 SY0494  MODELED GRAV-     980,759.2   (mgal)                       NAVD 88
 SY0494
 SY0494  VERT ORDER  -  FIRST     CLASS II
 SY0494
 SY0494.The horizontal coordinates were scaled from a topographic map and have
 SY0494.an estimated accuracy of +/- 6 seconds.
 SY0494
 SY0494.The orthometric height was determined by differential leveling
 SY0494.and adjusted by the National Geodetic Survey in June 1991..
 SY0494.WARNING-Repeat measurements at this control monument indicate possible
 SY0494.vertical movement.
 SY0494
 SY0494.The geoid height was determined by GEOID03.
 SY0494
 SY0494.The dynamic height is computed by dividing the NAVD 88
 SY0494.geopotential number by the normal gravity value computed on the
 SY0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0494.degrees latitude (g = 980.6199 gals.).
 SY0494
 SY0494.The modeled gravity was interpolated from observed gravity values.
 SY0494
 SY0494;                    North         East    Units  Estimated Accuracy
 SY0494;SPC WA N     -    35,920.      394,210.      MT  (+/- 180 meters Scaled)
 SY0494
 SY0494                          SUPERSEDED SURVEY CONTROL
 SY0494
 SY0494  NGVD 29 (??/??/??)   19.173  (m)           62.90   (f) ADJUSTED    1 2
 SY0494
 SY0494.Superseded values are not recommended for survey control.
 SY0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0494.See file dsdata.txt to determine how the superseded data were derived.
 SY0494
 SY0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET580403(NAD 83)
 SY0494_MARKER: DB = BENCH MARK DISK
 SY0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0494_STAMPING: F 254 1944
 SY0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0494+STABILITY: SURFACE MOTION
 SY0494
 SY0494  HISTORY     - Date     Condition        Report By
 SY0494  HISTORY     - 1944     MONUMENTED       CGS
 SY0494  HISTORY     - 1965     GOOD             CGS
 SY0494  HISTORY     - 1973     MARK NOT FOUND   NGS
 SY0494  HISTORY     - 1978     MARK NOT FOUND   USGS
 SY0494
 SY0494                          STATION DESCRIPTION
 SY0494
 SY0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0494'0.5 MI N FROM AUBURN.
 SY0494'0.5 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SY0494'AUBURN, 67.8 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 33 FEET
 SY0494'NORTH-NORTHWEST OF POWER POLE WRP 11/9 13-35 K-8, 16 FEET WEST OF A
 SY0494'POINT IN LINE WITH THE POWER POLES, BETWEEN TWO FIELDS, ABOUT 6 FEET
 SY0494'LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 SY0494'PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THE CORNERS ARE KNOCKED
 SY0494'OFF THE CONCRETE POST BUT THE MARK STILL APPEARS SOLID.
 SY0494
 SY0494                          STATION RECOVERY (1973)
 SY0494
 SY0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0494'MARK NOT FOUND.
 SY0494
 SY0494                          STATION RECOVERY (1978)
 SY0494
 SY0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 SY0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1354 ***********************************************************************
 SY1354  DESIGNATION -  F 255
 SY1354  PID         -  SY1354
 SY1354  STATE/COUNTY-  WA/MASON
 SY1354  USGS QUAD   -  SHELTON VALLEY (1981)
 SY1354
 SY1354                         *CURRENT SURVEY CONTROL
 SY1354  ___________________________________________________________________
 SY1354* NAD 83(1986)-  47 14 48.     (N)    123 08 35.     (W)     SCALED    
 SY1354* NAVD 88     -        87.191  (meters)     286.06   (feet)  ADJUSTED  
 SY1354  ___________________________________________________________________
 SY1354  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 SY1354  DYNAMIC HT  -          87.207 (meters)     286.11  (feet)  COMP
 SY1354  MODELED GRAV-     980,800.1   (mgal)                       NAVD 88
 SY1354
 SY1354  VERT ORDER  -  FIRST     CLASS I
 SY1354
 SY1354.The horizontal coordinates were scaled from a topographic map and have
 SY1354.an estimated accuracy of +/- 6 seconds.
 SY1354
 SY1354.The orthometric height was determined by differential leveling
 SY1354.and adjusted by the National Geodetic Survey in June 1991..
 SY1354
 SY1354.The geoid height was determined by GEOID03.
 SY1354
 SY1354.The dynamic height is computed by dividing the NAVD 88
 SY1354.geopotential number by the normal gravity value computed on the
 SY1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1354.degrees latitude (g = 980.6199 gals.).
 SY1354
 SY1354.The modeled gravity was interpolated from observed gravity values.
 SY1354
 SY1354;                    North         East    Units  Estimated Accuracy
 SY1354;SPC WA S     -   216,030.      299,950.      MT  (+/- 180 meters Scaled)
 SY1354
 SY1354                          SUPERSEDED SURVEY CONTROL
 SY1354
 SY1354  NGVD 29 (??/??/??)   86.135  (m)          282.59   (f) ADJUSTED    1 1
 SY1354
 SY1354.Superseded values are not recommended for survey control.
 SY1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1354.See file dsdata.txt to determine how the superseded data were derived.
 SY1354
 SY1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT891325(NAD 83)
 SY1354_MARKER: DB = BENCH MARK DISK
 SY1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1354_STAMPING: F 255 1944
 SY1354_MARK LOGO: CGS   
 SY1354_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1354+STABILITY: SURFACE MOTION
 SY1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1354+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003
 SY1354
 SY1354  HISTORY     - Date     Condition        Report By
 SY1354  HISTORY     - 1944     MONUMENTED       CGS
 SY1354  HISTORY     - 1973     GOOD             NGS
 SY1354  HISTORY     - 1983     GOOD             USPSQD
 SY1354  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1354  HISTORY     - 19960815 POOR             CHANCE
 SY1354  HISTORY     - 20030219 GOOD             USPSQD
 SY1354
 SY1354                          STATION DESCRIPTION
 SY1354
 SY1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1354'3.1 MI NW FROM SHELTON.
 SY1354'3.1 MILES NORTHWEST ALONG U.S. HIGHWAY 101 FROM THE COUNTY COURTHOUSE
 SY1354'AT SHELTON, AT THE JUNCTION OF AN ASPHALT ROAD SOUTHWEST TO SANDERSON
 SY1354'FIELD, 92 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26 1/2
 SY1354'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 76.5 FEET NORTHWEST AND
 SY1354'ACROSS THE ROAD FROM A POWER POLE BEARING A LIGHT, 94 FEET SOUTH OF
 SY1354'TELEPHONE POLE 661, 57.6 FEET NORTHWEST AND ACROSS THE ROAD FROM THE
 SY1354'NORTH CORNER OF A WOODEN FRAME BUILDING, 6.0 FEET NORTHEAST OF A POST
 SY1354'BEARING A SPEED LIMIT SIGN, 1.0 FOOT SOUTHWEST OF A WITNESS POST,
 SY1354'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 SY1354'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  1/4, SEC 2, T20N, R 4W.
 SY1354
 SY1354                          STATION RECOVERY (1983)
 SY1354
 SY1354'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1354'RECOVERED IN GOOD CONDITION.
 SY1354
 SY1354                          STATION RECOVERY (1989)
 SY1354
 SY1354'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRH)
 SY1354'MARK NOT FOUND.
 SY1354
 SY1354                          STATION RECOVERY (1996)
 SY1354
 SY1354'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SY1354'RECOVERED AS DESCRIBED IN FAIR CONDITION.  MONUMENT CONCRETE HAS BEEN
 SY1354'DAMAGED, BUT BRASS CAP IS NOT DISTURBED.  NOTE--STATION IS NOT
 SY1354'SUITABLE FOR GPS OBSERVATIONS.
 SY1354
 SY1354                          STATION RECOVERY (2003)
 SY1354
 SY1354'RECOVERY NOTE BY US POWER SQUADRON 2003 (EC)
 SY1354'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0967 ***********************************************************************
 SY0967  DESIGNATION -  F 256
 SY0967  PID         -  SY0967
 SY0967  STATE/COUNTY-  WA/KITSAP
 SY0967  USGS QUAD   -  SUQUAMISH (1981)
 SY0967
 SY0967                         *CURRENT SURVEY CONTROL
 SY0967  ___________________________________________________________________
 SY0967* NAD 83(1986)-  47 42 02.     (N)    122 37 09.     (W)     SCALED    
 SY0967* NAVD 88     -        18.184  (meters)      59.66   (feet)  POSTED    
 SY0967  ___________________________________________________________________
 SY0967  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SY0967  DYNAMIC HT  -          18.190 (meters)      59.68  (feet)  COMP
 SY0967  MODELED GRAV-     980,771.9   (mgal)                       NAVD 88
 SY0967
 SY0967  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0967
 SY0967.The horizontal coordinates were scaled from a topographic map and have
 SY0967.an estimated accuracy of +/- 6 seconds.
 SY0967
 SY0967.The orthometric height was determined by differential leveling
 SY0967.and adjusted by the National Geodetic Survey in 1992..
 SY0967.No vertical observational check was made to the station.
 SY0967.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0967.was located on a no-check spur therefore a value was not computed.
 SY0967
 SY0967.The geoid height was determined by GEOID03.
 SY0967
 SY0967.The dynamic height is computed by dividing the NAVD 88
 SY0967.geopotential number by the normal gravity value computed on the
 SY0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0967.degrees latitude (g = 980.6199 gals.).
 SY0967
 SY0967.The modeled gravity was interpolated from observed gravity values.
 SY0967
 SY0967;                    North         East    Units  Estimated Accuracy
 SY0967;SPC WA N     -    79,440.      365,980.      MT  (+/- 180 meters Scaled)
 SY0967
 SY0967                          SUPERSEDED SURVEY CONTROL
 SY0967
 SY0967  NGVD 29 (??/??/??)   17.109  (m)           56.13   (f) ADJUSTED    1 2
 SY0967
 SY0967.Superseded values are not recommended for survey control.
 SY0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0967.See file dsdata.txt to determine how the superseded data were derived.
 SY0967
 SY0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET285830(NAD 83)
 SY0967_MARKER: DB = BENCH MARK DISK
 SY0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0967_SP_SET: BASE
 SY0967_STAMPING: F 256 1944
 SY0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0967
 SY0967  HISTORY     - Date     Condition        Report By
 SY0967  HISTORY     - 1944     MONUMENTED       CGS
 SY0967  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 SY0967  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 SY0967
 SY0967                          STATION DESCRIPTION
 SY0967
 SY0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY0967'IN KEYPORT.
 SY0967'AT KEYPORT, KITSAP COUNTY, AT THE NAVAL TORPEDO STATION, ON THE TOP OF
 SY0967'A HILL, AT WATER TOWER 18, IN THE EAST SIDE OF THE CONCRETE BASE OF
 SY0967'THE NORTHEAST LEG, 21.8 FEET NORTHEAST OF THE CENTRAL PIPE, AND LEVEL
 SY0967'WITH THE GROUND.  A STANDARD DISK, STAMPED F 256 1944.
 SY0967
 SY0967                          STATION RECOVERY (1983)
 SY0967
 SY0967'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SY0967'MARK NOT FOUND.
 SY0967
 SY0967                          STATION RECOVERY (1997)
 SY0967
 SY0967'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0589 ***********************************************************************
 TR0589  DESIGNATION -  F 257
 TR0589  PID         -  TR0589
 TR0589  STATE/COUNTY-  WA/JEFFERSON
 TR0589  USGS QUAD   -  NORDLAND (1973)
 TR0589
 TR0589                         *CURRENT SURVEY CONTROL
 TR0589  ___________________________________________________________________
 TR0589* NAD 83(1986)-  48 04 46.     (N)    122 43 44.     (W)     SCALED    
 TR0589* NAVD 88     -        30.036  (meters)      98.54   (feet)  ADJUSTED  
 TR0589  ___________________________________________________________________
 TR0589  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 TR0589  DYNAMIC HT  -          30.043 (meters)      98.57  (feet)  COMP
 TR0589  MODELED GRAV-     980,846.3   (mgal)                       NAVD 88
 TR0589
 TR0589  VERT ORDER  -  FIRST     CLASS II
 TR0589
 TR0589.The horizontal coordinates were scaled from a topographic map and have
 TR0589.an estimated accuracy of +/- 6 seconds.
 TR0589
 TR0589.The orthometric height was determined by differential leveling
 TR0589.and adjusted by the National Geodetic Survey in June 1991..
 TR0589
 TR0589.The geoid height was determined by GEOID03.
 TR0589
 TR0589.The dynamic height is computed by dividing the NAVD 88
 TR0589.geopotential number by the normal gravity value computed on the
 TR0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0589.degrees latitude (g = 980.6199 gals.).
 TR0589
 TR0589.The modeled gravity was interpolated from observed gravity values.
 TR0589
 TR0589;                    North         East    Units  Estimated Accuracy
 TR0589;SPC WA N     -   121,750.      358,780.      MT  (+/- 180 meters Scaled)
 TR0589
 TR0589                          SUPERSEDED SURVEY CONTROL
 TR0589
 TR0589  NGVD 29 (??/??/92)   28.913  (m)           94.86   (f) ADJ UNCH    1 2
 TR0589
 TR0589.Superseded values are not recommended for survey control.
 TR0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0589.See file dsdata.txt to determine how the superseded data were derived.
 TR0589
 TR0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU201251(NAD 83)
 TR0589_MARKER: DB = BENCH MARK DISK
 TR0589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0589_SP_SET: BUILDING
 TR0589_STAMPING: F 257 1944
 TR0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0589
 TR0589  HISTORY     - Date     Condition        Report By
 TR0589  HISTORY     - 1944     MONUMENTED       CGS
 TR0589
 TR0589                          STATION DESCRIPTION
 TR0589
 TR0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TR0589'IN INDIAN ISLAND.
 TR0589'ON INDIAN ISLAND, 3.2 MILES NORTH ALONG THE MAIN NORTH-SOUTH ROAD FROM
 TR0589'THE MAIN GATE, SET IN THE EAST CORNER OF THE NORTH RETAINING WALL OF
 TR0589'BUILDING NO. 40, 42 FEET WEST OF CENTER-LINE OF MAIN ROAD, AT A
 TR0589'DIAGONAL CROSS ROAD, 2.5 FEET WEST OF THE EAST END OF THE WALL. BENCH
 TR0589'MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0108 ***********************************************************************
 SW0108  DESIGNATION -  F 258
 SW0108  PID         -  SW0108
 SW0108  STATE/COUNTY-  WA/ADAMS
 SW0108  USGS QUAD   -  KARAKUL HILLS (1982)
 SW0108
 SW0108                         *CURRENT SURVEY CONTROL
 SW0108  ___________________________________________________________________
 SW0108* NAD 83(1986)-  47 14 41.     (N)    118 08 06.     (W)     SCALED    
 SW0108* NAVD 88     -       587.030  (meters)    1925.95   (feet)  ADJUSTED  
 SW0108  ___________________________________________________________________
 SW0108  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 SW0108  DYNAMIC HT  -         587.052 (meters)    1926.02  (feet)  COMP
 SW0108  MODELED GRAV-     980,632.8   (mgal)                       NAVD 88
 SW0108
 SW0108  VERT ORDER  -  FIRST     CLASS II
 SW0108
 SW0108.The horizontal coordinates were scaled from a topographic map and have
 SW0108.an estimated accuracy of +/- 6 seconds.
 SW0108
 SW0108.The orthometric height was determined by differential leveling
 SW0108.and adjusted by the National Geodetic Survey in June 1991..
 SW0108
 SW0108.The geoid height was determined by GEOID03.
 SW0108
 SW0108.The dynamic height is computed by dividing the NAVD 88
 SW0108.geopotential number by the normal gravity value computed on the
 SW0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0108.degrees latitude (g = 980.6199 gals.).
 SW0108
 SW0108.The modeled gravity was interpolated from observed gravity values.
 SW0108
 SW0108;                    North         East    Units  Estimated Accuracy
 SW0108;SPC WA S     -   215,140.      679,020.      MT  (+/- 180 meters Scaled)
 SW0108
 SW0108                          SUPERSEDED SURVEY CONTROL
 SW0108
 SW0108  NGVD 29 (??/??/92)  585.875  (m)         1922.16   (f) ADJ UNCH    1 2
 SW0108
 SW0108.Superseded values are not recommended for survey control.
 SW0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0108.See file dsdata.txt to determine how the superseded data were derived.
 SW0108
 SW0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN141329(NAD 83)
 SW0108_MARKER: DB = BENCH MARK DISK
 SW0108_SETTING: 80 = SET IN A BOULDER
 SW0108_SP_SET: BOULDER
 SW0108_STAMPING: F 258 1944
 SW0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0108+STABILITY: SURFACE MOTION
 SW0108
 SW0108  HISTORY     - Date     Condition        Report By
 SW0108  HISTORY     - 1944     MONUMENTED       CGS
 SW0108  HISTORY     - 1956     GOOD             NGS
 SW0108
 SW0108                          STATION DESCRIPTION
 SW0108
 SW0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SW0108'0.9 MI NE FROM KEYSTONE.
 SW0108'0.9 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SW0108'SIGN POST AT KEYSTONE, AT RAILROAD MILEAGE 50.1, SET IN THE TOP OF A
 SW0108'MASS OF ROCK THAT IS ABOUT 10 FEET IN DIAMETER AND 3 FEET HIGH, 57
 SW0108'FEET SE OF THE SE RAIL, 1 FOOT BELOW THE SOUTH RAIL.
 SW0108
 SW0108                          STATION RECOVERY (1956)
 SW0108
 SW0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SW0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0257 ***********************************************************************
 SC0257  DESIGNATION -  F 259
 SC0257  PID         -  SC0257
 SC0257  STATE/COUNTY-  WA/THURSTON
 SC0257  USGS QUAD   -  MAYTOWN (1990)
 SC0257
 SC0257                         *CURRENT SURVEY CONTROL
 SC0257  ___________________________________________________________________
 SC0257* NAD 83(1986)-  46 58 18.     (N)    122 53 39.     (W)     SCALED    
 SC0257* NAVD 88     -        63.688  (meters)     208.95   (feet)  ADJUSTED  
 SC0257  ___________________________________________________________________
 SC0257  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SC0257  DYNAMIC HT  -          63.700 (meters)     208.99  (feet)  COMP
 SC0257  MODELED GRAV-     980,805.2   (mgal)                       NAVD 88
 SC0257
 SC0257  VERT ORDER  -  FIRST     CLASS II
 SC0257
 SC0257.This mark is at Olympia Airport (OLM)
 SC0257
 SC0257.The horizontal coordinates were scaled from a topographic map and have
 SC0257.an estimated accuracy of +/- 6 seconds.
 SC0257
 SC0257.The orthometric height was determined by differential leveling
 SC0257.and adjusted by the National Geodetic Survey in June 1991..
 SC0257
 SC0257.The geoid height was determined by GEOID03.
 SC0257
 SC0257.The dynamic height is computed by dividing the NAVD 88
 SC0257.geopotential number by the normal gravity value computed on the
 SC0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0257.degrees latitude (g = 980.6199 gals.).
 SC0257
 SC0257.The modeled gravity was interpolated from observed gravity values.
 SC0257
 SC0257;                    North         East    Units  Estimated Accuracy
 SC0257;SPC WA S     -   184,870.      317,850.      MT  (+/- 180 meters Scaled)
 SC0257
 SC0257                          SUPERSEDED SURVEY CONTROL
 SC0257
 SC0257  NGVD 29 (??/??/92)   62.64   (m)          205.5    (f) COMPUTED    1 2
 SC0257
 SC0257.Superseded values are not recommended for survey control.
 SC0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0257.See file dsdata.txt to determine how the superseded data were derived.
 SC0257
 SC0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET080020(NAD 83)
 SC0257_MARKER: DB = BENCH MARK DISK
 SC0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0257_SP_SET: CONCRETE BASE
 SC0257_STAMPING: F 259 1944
 SC0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0257
 SC0257  HISTORY     - Date     Condition        Report By
 SC0257  HISTORY     - 1944     MONUMENTED       CGS
 SC0257  HISTORY     - 1966     GOOD             NGS
 SC0257  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0257
 SC0257                          STATION DESCRIPTION
 SC0257
 SC0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SC0257'4.6 MI S FROM OLYMPIA.
 SC0257'4.6 MILES SOUTH ALONG U. S. HIGHWAY NO. 99 FROM THE COUNTY COURT HOUSE
 SC0257'AT OLYMPIA, AT THE OLYMPIA ARMY AIR BASE, ABOUT 0.5 MILE SOUTHEAST OF
 SC0257'THE MAIN ENTRANCE, AT THE CONTROL TOWER, SET IN THE SOUTHEAST CORNER
 SC0257'OF THE CONCRETE BASE OF THE SOUTHEAST LEG OF THE TOWER, ABOUT 0.1 MILE
 SC0257'SOUTHWEST OF THE HIGHWAY.  BENCH MARK DISK. NOTE-- AT THIS TIME ALL
 SC0257'WEATHER INSTALLATIONS WERE TO BE REMOVED BUT IT WAS NOT KNOWN WHETHER
 SC0257'THE TOWER WOULD BE REMOVED OR NOT.
 SC0257
 SC0257                          STATION RECOVERY (1966)
 SC0257
 SC0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SC0257'RECOVERED IN GOOD CONDITION.
 SC0257
 SC0257                          STATION RECOVERY (1987)
 SC0257
 SC0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0257'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1445 ***********************************************************************
 SY1445  DESIGNATION -  F 26
 SY1445  PID         -  SY1445
 SY1445  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1445  USGS QUAD   -  HUMPTULIPS (1990)
 SY1445
 SY1445                         *CURRENT SURVEY CONTROL
 SY1445  ___________________________________________________________________
 SY1445* NAD 83(1986)-  47 11 10.     (N)    123 55 17.     (W)     SCALED    
 SY1445* NAVD 88     -        46.968  (meters)     154.09   (feet)  ADJUSTED  
 SY1445  ___________________________________________________________________
 SY1445  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SY1445  DYNAMIC HT  -          46.975 (meters)     154.12  (feet)  COMP
 SY1445  MODELED GRAV-     980,765.3   (mgal)                       NAVD 88
 SY1445
 SY1445  VERT ORDER  -  FIRST     CLASS II
 SY1445
 SY1445.The horizontal coordinates were scaled from a topographic map and have
 SY1445.an estimated accuracy of +/- 6 seconds.
 SY1445
 SY1445.The orthometric height was determined by differential leveling
 SY1445.and adjusted by the National Geodetic Survey in June 1991..
 SY1445
 SY1445.The geoid height was determined by GEOID03.
 SY1445
 SY1445.The dynamic height is computed by dividing the NAVD 88
 SY1445.geopotential number by the normal gravity value computed on the
 SY1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1445.degrees latitude (g = 980.6199 gals.).
 SY1445
 SY1445.The modeled gravity was interpolated from observed gravity values.
 SY1445
 SY1445;                    North         East    Units  Estimated Accuracy
 SY1445;SPC WA S     -   211,570.      240,780.      MT  (+/- 180 meters Scaled)
 SY1445
 SY1445                          SUPERSEDED SURVEY CONTROL
 SY1445
 SY1445  NGVD 29 (??/??/??)   45.947  (m)          150.74   (f) ADJUSTED    1 2
 SY1445
 SY1445.Superseded values are not recommended for survey control.
 SY1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1445.See file dsdata.txt to determine how the superseded data were derived.
 SY1445
 SY1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT301262(NAD 83)
 SY1445_MARKER: DB = BENCH MARK DISK
 SY1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1445_STAMPING: F 26 1933
 SY1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1445+STABILITY: SURFACE MOTION
 SY1445
 SY1445  HISTORY     - Date     Condition        Report By
 SY1445  HISTORY     - 1933     MONUMENTED       CGS
 SY1445  HISTORY     - 1934     GOOD             CGS
 SY1445  HISTORY     - 1974     MARK NOT FOUND   NGS
 SY1445  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1445
 SY1445                          STATION DESCRIPTION
 SY1445
 SY1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SY1445'5.3 MI S FROM HUMPTULIPS.
 SY1445'ABOUT 5.3 MILES SOUTH ALONG U.S. HIGHWAY NO. 101 FROM HUMPTULIPS,
 SY1445'GRAYS HARBOR COUNTY, ON A 3.5 MILES TANGENT BEARING NORTHWEST AND
 SY1445'SOUTHEAST AND PARALLELING THE POLSON LOGGING COMPANY RAILROAD, NEAR
 SY1445'THE TOP OF A GRADE, ABOUT 750 FEET SOUTHEAST ALONG THE HIGHWAY FROM A
 SY1445'WOODEN BRIDGE OVER A SMALL CREEK, 40 FEET NORTHEAST OF THE CENTER OF
 SY1445'THE HIGHWAY, 58 FEET SOUTHWEST OF THE CENTER OF THE TRACK AND 8 FEET
 SY1445'SOUTHWEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED F 26
 SY1445'1933, AND SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 SY1445'9 INCHES ABOVE THE GROUND AND LEVEL WITH THE PAVEMENT.
 SY1445
 SY1445                          STATION RECOVERY (1974)
 SY1445
 SY1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1445'MARK NOT FOUND.
 SY1445
 SY1445                          STATION RECOVERY (1989)
 SY1445
 SY1445'RECOVERY NOTE BY US POWER SQUADRON 1989 (CMS)
 SY1445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0700 ***********************************************************************
 SV0700  DESIGNATION -  F 261
 SV0700  PID         -  SV0700
 SV0700  STATE/COUNTY-  WA/SPOKANE
 SV0700  USGS QUAD   -  SPOKANE NW (1986)
 SV0700
 SV0700                         *CURRENT SURVEY CONTROL
 SV0700  ___________________________________________________________________
 SV0700* NAD 83(1986)-  47 43 08.     (N)    117 24 10.     (W)     SCALED    
 SV0700* NAVD 88     -       629.185  (meters)    2064.25   (feet)  ADJUSTED  
 SV0700  ___________________________________________________________________
 SV0700  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 SV0700  DYNAMIC HT  -         629.225 (meters)    2064.38  (feet)  COMP
 SV0700  MODELED GRAV-     980,655.5   (mgal)                       NAVD 88
 SV0700
 SV0700  VERT ORDER  -  FIRST     CLASS II
 SV0700
 SV0700.This mark is at Felts Field Airport (SFF)
 SV0700
 SV0700.The horizontal coordinates were scaled from a topographic map and have
 SV0700.an estimated accuracy of +/- 6 seconds.
 SV0700
 SV0700.The orthometric height was determined by differential leveling
 SV0700.and adjusted by the National Geodetic Survey in June 1991..
 SV0700
 SV0700.The geoid height was determined by GEOID03.
 SV0700
 SV0700.The dynamic height is computed by dividing the NAVD 88
 SV0700.geopotential number by the normal gravity value computed on the
 SV0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0700.degrees latitude (g = 980.6199 gals.).
 SV0700
 SV0700.The modeled gravity was interpolated from observed gravity values.
 SV0700
 SV0700;                    North         East    Units  Estimated Accuracy
 SV0700;SPC WA N     -    85,660.      757,300.      MT  (+/- 180 meters Scaled)
 SV0700
 SV0700                          SUPERSEDED SURVEY CONTROL
 SV0700
 SV0700  NGVD 29 (??/??/92)  628.032  (m)         2060.47   (f) ADJ UNCH    1 2
 SV0700
 SV0700.Superseded values are not recommended for survey control.
 SV0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0700.See file dsdata.txt to determine how the superseded data were derived.
 SV0700
 SV0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN697851(NAD 83)
 SV0700_MARKER: DB = BENCH MARK DISK
 SV0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0700_STAMPING: F 261 1944
 SV0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0700+STABILITY: SURFACE MOTION
 SV0700
 SV0700  HISTORY     - Date     Condition        Report By
 SV0700  HISTORY     - 1944     MONUMENTED       CGS
 SV0700  HISTORY     - 1965     MARK NOT FOUND   NGS
 SV0700
 SV0700                          STATION DESCRIPTION
 SV0700
 SV0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0700'IN SPOKANE.
 SV0700'4.65 MILES NORTH ALONG DIVISION STREET FROM THE NORTHERN PACIFIC
 SV0700'RAILWAY OVERPASS AT SPOKANE, SPOKANE COUNTY, AT CALKINS AIR TERMINAL,
 SV0700'AND 3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE METAL HANGAR.  A
 SV0700'STANDARD DISK, STAMPED F 261 1944 AND SET IN THE TOP OF A CONCRETE
 SV0700'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  CALKINS AIR TERMINAL NO
 SV0700'LONGER EXISTS.  THERE IS A GOLF DRIVING RANGE AND HOUSING PROJECT IN
 SV0700'THE AREA NOW AND RESIDENTS GAVE ME CONFLICTING STORIES ON WHERE THE
 SV0700'METAL HANGAR PREVIOUSLY WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0625 ***********************************************************************
 RZ0625  DESIGNATION -  F 262
 RZ0625  PID         -  RZ0625
 RZ0625  STATE/COUNTY-  WA/WHITMAN
 RZ0625  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0625
 RZ0625                         *CURRENT SURVEY CONTROL
 RZ0625  ___________________________________________________________________
 RZ0625* NAD 83(1986)-  46 44 43.     (N)    117 06 27.     (W)     SCALED    
 RZ0625* NAVD 88     -       772.646  (meters)    2534.92   (feet)  ADJUSTED  
 RZ0625  ___________________________________________________________________
 RZ0625  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 RZ0625  DYNAMIC HT  -         772.589 (meters)    2534.74  (feet)  COMP
 RZ0625  MODELED GRAV-     980,514.9   (mgal)                       NAVD 88
 RZ0625
 RZ0625  VERT ORDER  -  FIRST     CLASS II
 RZ0625
 RZ0625.This mark is at Pullman/moscow Regional Airport (PUW)
 RZ0625
 RZ0625.The horizontal coordinates were scaled from a topographic map and have
 RZ0625.an estimated accuracy of +/- 6 seconds.
 RZ0625
 RZ0625.The orthometric height was determined by differential leveling
 RZ0625.and adjusted by the National Geodetic Survey in June 1991..
 RZ0625
 RZ0625.The geoid height was determined by GEOID03.
 RZ0625
 RZ0625.The dynamic height is computed by dividing the NAVD 88
 RZ0625.geopotential number by the normal gravity value computed on the
 RZ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0625.degrees latitude (g = 980.6199 gals.).
 RZ0625
 RZ0625.The modeled gravity was interpolated from observed gravity values.
 RZ0625
 RZ0625;                    North         East    Units  Estimated Accuracy
 RZ0625;SPC WA S     -   162,510.      759,140.      MT  (+/- 180 meters Scaled)
 RZ0625
 RZ0625                          SUPERSEDED SURVEY CONTROL
 RZ0625
 RZ0625  NGVD 29 (??/??/92)  771.554  (m)         2531.34   (f) ADJ UNCH    1 2
 RZ0625
 RZ0625.Superseded values are not recommended for survey control.
 RZ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0625.See file dsdata.txt to determine how the superseded data were derived.
 RZ0625
 RZ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM917768(NAD 83)
 RZ0625_MARKER: DB = BENCH MARK DISK
 RZ0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0625_STAMPING: F 262 1944
 RZ0625_MARK LOGO: CGS   
 RZ0625_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0625+STABILITY: SURFACE MOTION
 RZ0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RZ0625+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1996
 RZ0625
 RZ0625  HISTORY     - Date     Condition        Report By
 RZ0625  HISTORY     - 1944     MONUMENTED       CGS
 RZ0625  HISTORY     - 1964     GOOD             NGS
 RZ0625  HISTORY     - 1969     GOOD             NGS
 RZ0625  HISTORY     - 19960724 GOOD             CHANCE
 RZ0625
 RZ0625                          STATION DESCRIPTION
 RZ0625
 RZ0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RZ0625'IN PULLMAN.
 RZ0625'AT THE PULLMAN-MOSCOW REGIONAL AIRPORT, WHITMAN COUNTY AT FLYING
 RZ0625'SERVICE HANGAR, 5.2 FEET NORTHWEST OF THE NORTHWEST CORNER, 0.8 FOOT
 RZ0625'SOUTH OF THE CONCRETE WALK LEADING FROM THE HANGAR TO THE OFFICE
 RZ0625'BUILDING, AND LEVEL WITH THE WALK.  A STANDARD DISK STAMPED F 262 1944
 RZ0625'AND SET IN THE TOP OF A CONCRETE POST.
 RZ0625
 RZ0625                          STATION RECOVERY (1969)
 RZ0625
 RZ0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RZ0625'RECOVERED IN GOOD CONDITION.
 RZ0625
 RZ0625                          STATION RECOVERY (1996)
 RZ0625
 RZ0625'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 RZ0625'THE STATION IS LOCATED ABOUT 23 MILES (37.0 KM) NORTH OF CLARKSTON,
 RZ0625'4.5 MILES (7.2 KM) WEST OF MOSCOW, IDAHO, 2.5 MILES (4.0 KM) EAST OF
 RZ0625'PULLMAN AT THE PULLMAN/MOSCOW REGIONAL AIRPORT, DAVID CROWNER -
 RZ0625'AIRPORT MANAGER, PHONE 509-334-4555 EXT 223  TO REACH THE STATION FROM
 RZ0625'THE JUNCTION OF STATE HIGHWAY 270 AND STATE HIGHWAY 27 IN PULLMAN,
 RZ0625'PROCEED EAST ON SH 27 2.1 MILES (3.4 KM) TO AIRPORT ROAD, TURN LEFT
 RZ0625'AND PROCEED NORTHEAST ON AIRPORT ROAD 2.25 MILES (3.62 KM) TO THE
 RZ0625'ENTRANCE FOR THE AIRPORT, TURN RIGHT AND PROCEED 0.05 MILES (0.08 KM)
 RZ0625'SOUTH TO THE ENTRANCE GATE WEST OF THE TERMINAL, OBTAIN PERMISSION,
 RZ0625'PROCEED SOUTH THROUGH THE GATE ACROSS THE RAMP 0.05 MILES (0.08 KM) TO
 RZ0625'TAXIWAY A.  TURN LEFT AND PROCEED EAST 0.35 MILES (0.56 KM) TO A
 RZ0625'HANGAR ON THE LEFT AND THE STATION AT THE NORTHWEST CORNER OF THE
 RZ0625'HANGAR  THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY BENCH
 RZ0625'MARK DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT SET FLUSH WITH
 RZ0625'THE GROUND.  THE STATION IS LOCATED 0.2 M (0.7 FT) SOUTHWEST OF THE
 RZ0625'SOUTHEAST CORNER OF THE OFFICE -INTER STATE AVIATION INC-, 1.75 M
 RZ0625'(5.74 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE HANGAR, 0.9 M (3.0
 RZ0625'FT) WEST OF A POWER POLE, 3.25 M (10.66 FT) NORTHEAST OF A POWER POLE
 RZ0625'AND 3.8 M (12.5 FT) SOUTH OF A 40 FOOT (12.2 M) TALL FIR TREE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0844 ***********************************************************************
 SV0844  DESIGNATION -  F 263
 SV0844  PID         -  SV0844
 SV0844  STATE/COUNTY-  WA/SPOKANE
 SV0844  USGS QUAD   -  LANCE HILLS (1980)
 SV0844
 SV0844                         *CURRENT SURVEY CONTROL
 SV0844  ___________________________________________________________________
 SV0844* NAD 83(1986)-  47 27 42.     (N)    117 38 02.     (W)     SCALED    
 SV0844* NAVD 88     -       716.439  (meters)    2350.52   (feet)  ADJUSTED  
 SV0844  ___________________________________________________________________
 SV0844  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 SV0844  DYNAMIC HT  -         716.455 (meters)    2350.57  (feet)  COMP
 SV0844  MODELED GRAV-     980,612.0   (mgal)                       NAVD 88
 SV0844
 SV0844  VERT ORDER  -  FIRST     CLASS II
 SV0844
 SV0844.The horizontal coordinates were scaled from a topographic map and have
 SV0844.an estimated accuracy of +/- 6 seconds.
 SV0844
 SV0844.The orthometric height was determined by differential leveling
 SV0844.and adjusted by the National Geodetic Survey in June 1991..
 SV0844
 SV0844.The geoid height was determined by GEOID03.
 SV0844
 SV0844.The dynamic height is computed by dividing the NAVD 88
 SV0844.geopotential number by the normal gravity value computed on the
 SV0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0844.degrees latitude (g = 980.6199 gals.).
 SV0844
 SV0844.The modeled gravity was interpolated from observed gravity values.
 SV0844
 SV0844;                    North         East    Units  Estimated Accuracy
 SV0844;SPC WA N     -    56,340.      741,170.      MT  (+/- 180 meters Scaled)
 SV0844
 SV0844                          SUPERSEDED SURVEY CONTROL
 SV0844
 SV0844  NGVD 29 (??/??/92)  715.249  (m)         2346.61   (f) ADJ UNCH    1 2
 SV0844
 SV0844.Superseded values are not recommended for survey control.
 SV0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0844.See file dsdata.txt to determine how the superseded data were derived.
 SV0844
 SV0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN522566(NAD 83)
 SV0844_MARKER: DB = BENCH MARK DISK
 SV0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0844_SP_SET: CULVERT
 SV0844_STAMPING: F 263 1944
 SV0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0844
 SV0844  HISTORY     - Date     Condition        Report By
 SV0844  HISTORY     - 1944     MONUMENTED       CGS
 SV0844  HISTORY     - 1965     GOOD             NGS
 SV0844
 SV0844                          STATION DESCRIPTION
 SV0844
 SV0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0844'3.4 MI SW FROM CHENEY.
 SV0844'ABOUT 6 INCHES BELOW GROUND, ON THE NORTH EDGE OF THE BLADED FIREBREAK
 SV0844'ALONG THE NORTH SIDE OF THE TRACKS.  IT IS 67 FEET WEST OF A TELEGRAPH
 SV0844'POLE, 58 1/2 FEET NORTHEAST OF THE NORTH END OF A 2-FOOT CULVERT WHICH
 SV0844'HAS NO HEADWALLS (A SIMILAR CULVERT 0.15 MILE EAST HAS CONCRETE
 SV0844'HEADWALLS), 38 FEET NORTH OF THE NORTH RAIL AND 3 1/2 FEET SOUTH OF A
 SV0844'WIRE FENCE.  A METAL WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0676 ***********************************************************************
 SV0676  DESIGNATION -  F 264
 SV0676  PID         -  SV0676
 SV0676  STATE/COUNTY-  WA/SPOKANE
 SV0676  USGS QUAD   -  SPOKANE NE (1986)
 SV0676
 SV0676                         *CURRENT SURVEY CONTROL
 SV0676  ___________________________________________________________________
 SV0676* NAD 83(1998)-  47 41 03.87295(N)    117 19 23.84705(W)     ADJUSTED  
 SV0676* NAVD 88     -       592.483  (meters)    1943.84   (feet)  ADJUSTED  
 SV0676  ___________________________________________________________________
 SV0676  X           -  -1,974,717.630 (meters)                     COMP
 SV0676  Y           -  -3,822,132.344 (meters)                     COMP
 SV0676  Z           -   4,693,749.757 (meters)                     COMP
 SV0676  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 SV0676  ELLIP HEIGHT-         574.35  (meters)          (07/02/01) GPS OBS
 SV0676  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SV0676  DYNAMIC HT  -         592.522 (meters)    1943.97  (feet)  COMP
 SV0676  MODELED GRAV-     980,659.4   (mgal)                       NAVD 88
 SV0676
 SV0676  HORZ ORDER  -  B
 SV0676  VERT ORDER  -  FIRST     CLASS II
 SV0676  ELLP ORDER  -  THIRD     CLASS II
 SV0676
 SV0676.The horizontal coordinates were established by GPS observations
 SV0676.and adjusted by the National Geodetic Survey in July 2001..
 SV0676.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV0676.DATUM ITEM on the data sheet items page.
 SV0676
 SV0676.The orthometric height was determined by differential leveling
 SV0676.and adjusted by the National Geodetic Survey in June 1991..
 SV0676
 SV0676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV0676
 SV0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0676
 SV0676.The ellipsoidal height was determined by GPS observations
 SV0676.and is referenced to NAD 83.
 SV0676
 SV0676.The geoid height was determined by GEOID03.
 SV0676
 SV0676.The dynamic height is computed by dividing the NAVD 88
 SV0676.geopotential number by the normal gravity value computed on the
 SV0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0676.degrees latitude (g = 980.6199 gals.).
 SV0676
 SV0676.The modeled gravity was interpolated from observed gravity values.
 SV0676
 SV0676;                    North         East     Units Scale Factor Converg.
 SV0676;SPC WA N     -    82,102.584   763,432.619   MT  0.99997071   +2 36 47.9
 SV0676;SPC WA N     -   269,364.89  2,504,695.18   sFT  0.99997071   +2 36 47.9
 SV0676;UTM  11      - 5,281,275.197   475,737.255   MT  0.99960723   -0 14 20.6
 SV0676
 SV0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0676!SPC WA N     -   0.99990999  x   0.99997071  =   0.99988070
 SV0676!UTM  11      -   0.99990999  x   0.99960723  =   0.99951725
 SV0676
 SV0676:                Primary Azimuth Mark                     Grid Az
 SV0676:SPC WA N     -  SPOKANE CBL 1060                         050 42 26.3
 SV0676:UTM  11      -  SPOKANE CBL 1060                         053 33 34.8
 SV0676
 SV0676|---------------------------------------------------------------------|
 SV0676| PID    Reference Object                     Distance      Geod. Az  |
 SV0676|                                                           dddmmss.s |
 SV0676| AD9556 SPOKANE CBL 1060                    408.054 METERS 0531914.2 |
 SV0676|---------------------------------------------------------------------|
 SV0676
 SV0676                          SUPERSEDED SURVEY CONTROL
 SV0676
 SV0676  NAD 83(1998)-  47 41 03.87281(N)    117 19 23.84813(W) AD(       ) B
 SV0676  ELLIP H (07/23/97)  574.38   (m)                       GP(       ) 3 1
 SV0676  NAVD 88 (07/23/97)  592.48   (m)         1943.8    (f) LEVELING    3  
 SV0676  NGVD 29 (??/??/92)  591.329  (m)         1940.05   (f) ADJ UNCH    1 2
 SV0676
 SV0676.Superseded values are not recommended for survey control.
 SV0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0676.See file dsdata.txt to determine how the superseded data were derived.
 SV0676
 SV0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN7573781275(NAD 83)
 SV0676_MARKER: DB = BENCH MARK DISK
 SV0676_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SV0676_SP_SET: FOOTING
 SV0676_STAMPING: F 264 1944
 SV0676_MARK LOGO: CGS   
 SV0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0676+STABILITY: SURFACE MOTION
 SV0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV0676+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1997
 SV0676
 SV0676  HISTORY     - Date     Condition        Report By
 SV0676  HISTORY     - 1944     MONUMENTED       CGS
 SV0676  HISTORY     - 1965     GOOD             NGS
 SV0676  HISTORY     - 1973     GOOD             NGS
 SV0676  HISTORY     - 19920910 GOOD             USPSQD
 SV0676  HISTORY     - 19960725 GOOD             CHANCE
 SV0676  HISTORY     - 19970812 GOOD             NGS
 SV0676
 SV0676                          STATION DESCRIPTION
 SV0676
 SV0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0676'IN SPOKANE.
 SV0676'SPOKANE, SPOKANE COUNTY, AT FELTS FIELD, ABOUT 0.25 MILE NORTHWEST
 SV0676'ACROSS THE RUNWAY FROM THE ADMINISTRATION BUILDING, ABOUT 480 FEET
 SV0676'SOUTHWEST OF THE WIND-DIRECTION INDICATOR, ABOUT 300 FEET NORTH OF THE
 SV0676'NORTH EDGE OF THE MAIN RUNWAY, AND IN THE TOP OF THE SOUTHWEST CORNER
 SV0676'OF THE CONCRETE FOUNDATION OF THE RECLINOMETER PROJECTOR.  A STANDARD
 SV0676'DISK, STAMPED F 264 1944.  NOTE-- THE RECLINOMETER PROJECTOR HAS BEEN
 SV0676'REMOVED, BUT THE 4-FOOT SQUARE CONCRETE FOUNDATION WITH THE DISK IN
 SV0676'THE WEST CORNER REMAINS.  THE MARK IS 480 FEET SOUTHWEST OF THE WIND
 SV0676'INDICATOR AND THE CONCRETE FOUNDATION AND MARK PROJECT ABOUT 4 INCHES.
 SV0676
 SV0676                          STATION RECOVERY (1973)
 SV0676
 SV0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SV0676'RECOVERED IN GOOD CONDITION.
 SV0676
 SV0676                          STATION RECOVERY (1992)
 SV0676
 SV0676'RECOVERY NOTE BY US POWER SQUADRON 1992 (RBS)
 SV0676'RECOVERED IN GOOD CONDITION.
 SV0676
 SV0676                          STATION RECOVERY (1996)
 SV0676
 SV0676'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SV0676'THE STATION IS LOCATED 20 MILES (32.2 KM) SOUTHEAST OF DEER PARK, 13
 SV0676'MILES (20.9 KM) WEST OF THE WASHINGTON - IDAHO STATE LINE, IN
 SV0676'NORTHEAST SPOKANE AT FELTS FIELD, DENNIS LOCKE - DIRECTOR OF AIRPORT
 SV0676'OPERATIONS, PHONE 509-455-6418  TO REACH THE STATION FROM THE JUNCTION
 SV0676'OF INTERSTATE 90 AND SPRAGUE AVENUE IN EAST SPOKANE, PROCEED WEST ON
 SV0676'SPRAGUE AVENUE 0.15 MILES (0.24 KM) TO FANCHER AVENUE, TURN RIGHT AND
 SV0676'FOLLOW FANCHER AVE NORTH 1.5 MILES (2.4 KM) TO A T-INTERSECTION WITH
 SV0676'RUTTER AVENUE, TURN LEFT AND PROCEED WEST 0.5 MILES (0.8 KM) TO
 SV0676'WATERWORKS AVENUE, TURN RIGHT AND PROCEED NORTHEAST 0.2 MILES (0.3 KM)
 SV0676'TO A DIRT TRACK ON THE RIGHT, TURN RIGHT AND PROCEED NORTHEAST ALONG
 SV0676'THE DIRT TRACK TO A LOCKED GATE, OBTAIN PERMISSION, ENTER THE AIRPORT
 SV0676'PROPERTY AND PROCEED EAST ON THE DIRT TRACK 0.5 MILES (0.8 KM) TO THE
 SV0676'STATION ON THE LEFT IN THE SOUTHWEST CORNER OF A 4 FT (1.2 M) BY 4 FT
 SV0676'(1.2 M) SQUARE CONCRETE FOUNDATION  THE STATION IS A US COAST AND
 SV0676'GEODETIC SURVEY BENCHMARK DISK SET IN THE TOP OF A 4 FT (1.2 M) SQUARE
 SV0676'CONCRETE FOUNDATION WHICH PROJECTS APPROXIMATELY 6 CM ABOVE GROUND.
 SV0676'THE STATION IS LOCATED 80.75 M (264.93 FT) SOUTH OF A CORNER IN THE
 SV0676'FENCELINE, 13.9 M (45.6 FT) NORTHWEST OF THE PERIMETER FENCE, 9.5 M
 SV0676'(31.2 FT) NORTHWEST OF THE CENTERLINE OF THE DIRT TRACK, 158.4 M
 SV0676'(519.7 FT) SOUTHWEST OF THE WINDSOCK INSIDE THE SEGMENTED CIRCLE
 SV0676
 SV0676                          STATION RECOVERY (1997)
 SV0676
 SV0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 SV0676'THE STATION IS LOCATED IN SPOKANE AT FELTS FIELD, ALONG THE NORTH EDGE
 SV0676'AND NEAR THE MIDDLE OF RUNWAY 3L-21R.  OWNERSHIP--CITY/COUNTY OF
 SV0676'SPOKANE, DENNIS LOCKE, DIRECTOR OF AIRPORT OPERATIONS, P O BOX 19186,
 SV0676'SPOKANE, WA 99219.  THE PHONE NUMBER IS (509) 455-6418.  TO REACH THE
 SV0676'STATION FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 90 AND SPRAGUE
 SV0676'AVENUE IN EAST SPOKANE, GO WEST ON SPRAGUE AVENUE FOR 0.15 MI (0.24
 SV0676'KM) TO THE INTERSECTION WITH FANCHER AVENUE, TURN RIGHT AND GO NORTH
 SV0676'FOR 1.5 MI (2.4 KM) ON FANCHER AVENUE TO THE T JUNCTION WITH RUTTER
 SV0676'AVENUE, TURN RIGHT AND GO NORTHEAST FOR 0.35 MI (0.56 KM) ON RUTTER
 SV0676'AVENUE TO AN AIRPORT ENTRANCE GATE ON THE LEFT JUST PAST THE AIR
 SV0676'TRAFFIC CONTROL TOWER, BEAR LEFT AND PASS THROUGH THE GATE THEN GO
 SV0676'NORTHWEST FOR 0.1 MI (0.2 KM) ACCROSS A RAMP AND PERIMETER TAXIWAY TO
 SV0676'THE MIDFIELD TAXIWAY, TURN RIGHT AND GO NORTHWEST FOR 0.2 MI (0.3 KM)
 SV0676'CROSSING BOTH RUNWAYS TO THE STATION RIGHT JUST PAST A DIM GRAVEL
 SV0676'ROAD.  THE STATION IS SET IN THE EAST CORNER OF A 4-FOOT SQUARE
 SV0676'CONCRETE FOOTING PROJECTING 0.5-FEET ABOVE THE LEVEL OF THE GROUND,
 SV0676'LOCATED 80.7 M (264.8 FT) WEST OF THE NORTHERN MOST 1 OF 2 GATE POSTS,
 SV0676'34.0 M (111.5 FT) NORTHEAST OF THE EXTENDED CENTER OF THE MIDFIELD
 SV0676'TAXIWAY, AND 9.5 M (31.2 FT) NORTHWEST OF THE CENTER OF A DIM GRAVEL
 SV0676'ROAD.  NOTE--THE STAMPING AND CROSS MARK HAS BEEN REMOVED FROM THE
 SV0676'DISK, THE DISK ITSELF IS SOLID AND INTACT.  A PUNCH MARK WAS PLACED IN
 SV0676'THE TOP CENTER OF THE DISK AT THIS TIME AND USED FOR CENTERING
 SV0676'PURPOSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0745 ***********************************************************************
 SV0745  DESIGNATION -  F 265
 SV0745  PID         -  SV0745
 SV0745  STATE/COUNTY-  WA/SPOKANE
 SV0745  USGS QUAD   -  MEAD (1986)
 SV0745
 SV0745                         *CURRENT SURVEY CONTROL
 SV0745  ___________________________________________________________________
 SV0745* NAD 83(1986)-  47 47 09.     (N)    117 21 13.     (W)     SCALED    
 SV0745* NAVD 88     -       579.171  (meters)    1900.16   (feet)  ADJUSTED  
 SV0745  ___________________________________________________________________
 SV0745  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 SV0745  DYNAMIC HT  -         579.215 (meters)    1900.31  (feet)  COMP
 SV0745  MODELED GRAV-     980,669.3   (mgal)                       NAVD 88
 SV0745
 SV0745  VERT ORDER  -  FIRST     CLASS II
 SV0745
 SV0745.The horizontal coordinates were scaled from a topographic map and have
 SV0745.an estimated accuracy of +/- 6 seconds.
 SV0745
 SV0745.The orthometric height was determined by differential leveling
 SV0745.and adjusted by the National Geodetic Survey in June 1991..
 SV0745
 SV0745.The geoid height was determined by GEOID03.
 SV0745
 SV0745.The dynamic height is computed by dividing the NAVD 88
 SV0745.geopotential number by the normal gravity value computed on the
 SV0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0745.degrees latitude (g = 980.6199 gals.).
 SV0745
 SV0745.The modeled gravity was interpolated from observed gravity values.
 SV0745
 SV0745;                    North         East    Units  Estimated Accuracy
 SV0745;SPC WA N     -    93,260.      760,650.      MT  (+/- 180 meters Scaled)
 SV0745
 SV0745                          SUPERSEDED SURVEY CONTROL
 SV0745
 SV0745.No superseded survey control is available for this station.
 SV0745
 SV0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN735925(NAD 83)
 SV0745_MARKER: DB = BENCH MARK DISK
 SV0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0745_STAMPING: F 265 1944
 SV0745_PROJECTION: PROJECTING 5 CENTIMETERS
 SV0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0745+STABILITY: SURFACE MOTION
 SV0745
 SV0745  HISTORY     - Date     Condition        Report By
 SV0745  HISTORY     - 1944     MONUMENTED       CGS
 SV0745  HISTORY     - 1973     GOOD             USGS
 SV0745  HISTORY     - 1980     GOOD             NGS
 SV0745  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SV0745
 SV0745                          STATION DESCRIPTION
 SV0745
 SV0745'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 SV0745'3.4 MI N FROM MEAD.
 SV0745'3.4 MILES NORTH ALONG G.N. RR FROM MEAD AND 0.6 MI WEST.  FROM POST
 SV0745'OFFICE IN MEAD, WASH., GO NORTH 1.2 MILE ON MARKET STREET TO SIDEROAD
 SV0745'WEST.  TURN LEFT (WEST) AND GO 0.1 MI. TO U.S. HWY 2.  TURN RIGHT
 SV0745'(NORTH) AND GO NORTH ABOUT 800 FEET TO STATION ON LEFT.  STATION IS
 SV0745'ABOUT 500 FEET NORTH OF ENTRANCE TO PRIVATE AIRPORT, 460 FEET SOUTH OF
 SV0745'A ROAD T, ACROSS HWY FROM A TAVERN, 51 FEET WEST OF CENTERLINE HWY A
 SV0745'TABLET STAMPED F 265 1944 SET IN CONCRETE POST PROJECTING 0.1 FT.
 SV0745
 SV0745                          STATION RECOVERY (1980)
 SV0745
 SV0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0745'11.6 KILOMETERS (7.2 MILES) SOUTH ALONG U.S. HIGHWAY 2 FROM THE
 SV0745'JUNCTION OF CHATTAROY ROAD IN CHATTAROY, 0.2 KILOMETER (0.1 MILE)
 SV0745'SOUTH OF THE JUNCTION OF STATE HIGHWAY 206, ALSO 0.2 KILOMETER (0.1
 SV0745'MILE) EAST OF BENCH MARK G 265, ACROSS THE HIGHWAY FROM MACS TAVERN,
 SV0745'AT THE MEAD AIRPORT, 15.2 METERS (50.0 FEET) WEST OF THE CENTERLINE
 SV0745'OF THE HIGHWAY, 2.5 METERS (8.0 FEET) SOUTH OF A 6-INCH DIAMETER,
 SV0745'PINE TREE. NOTE-ONE CORNER OF THE MARK IS CHIPPED BUT MARK IS SOLID.
 SV0745'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SV0745'THE MARK IS 0.6 M BELOW THE HIGHWAY CENTERLINE.
 SV0745
 SV0745                          STATION RECOVERY (1988)
 SV0745
 SV0745'RECOVERY NOTE BY US POWER SQUADRON 1988 (JER)
 SV0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1091 ***********************************************************************
 SA1091  DESIGNATION -  F 266 RESET
 SA1091  PID         -  SA1091
 SA1091  STATE/COUNTY-  WA/BENTON
 SA1091  USGS QUAD   -  JOHNSON BUTTE (1978)
 SA1091
 SA1091                         *CURRENT SURVEY CONTROL
 SA1091  ___________________________________________________________________
 SA1091* NAD 83(1986)-  46 01 30.     (N)    119 13 30.     (W)     SCALED    
 SA1091* NAVD 88     -       312.26   (meters)    1024.5    (feet)  RESET     
 SA1091  ___________________________________________________________________
 SA1091  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SA1091
 SA1091  VERT ORDER  -  THIRD
 SA1091
 SA1091.The horizontal coordinates were scaled from a topographic map and have
 SA1091.an estimated accuracy of +/- 6 seconds.
 SA1091
 SA1091.The orthometric height was computed from unverified reset data.
 SA1091.No vertical observational check was made to the station.
 SA1091
 SA1091.The geoid height was determined by GEOID03.
 SA1091
 SA1091;                    North         East    Units  Estimated Accuracy
 SA1091;SPC WA S     -    77,680.      598,710.      MT  (+/- 180 meters Scaled)
 SA1091
 SA1091                          SUPERSEDED SURVEY CONTROL
 SA1091
 SA1091  NGVD 29 (12/17/02)  311.22   (m)         1021.1    (f) RESET       3  
 SA1091
 SA1091.Superseded values are not recommended for survey control.
 SA1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1091.See file dsdata.txt to determine how the superseded data were derived.
 SA1091
 SA1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL277992(NAD 83)
 SA1091_MARKER: DB = BENCH MARK DISK
 SA1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1091_SP_SET: CONCRETE POST
 SA1091_STAMPING: F 266 RESET 1971
 SA1091_MARK LOGO: NGS   
 SA1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1091
 SA1091  HISTORY     - Date     Condition        Report By
 SA1091  HISTORY     - 1971     MONUMENTED       NGS
 SA1091  HISTORY     - 1973     GOOD             NGS
 SA1091  HISTORY     - 19820414 GOOD             NGS
 SA1091
 SA1091                          STATION DESCRIPTION
 SA1091
 SA1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SA1091'13.6 MI S FROM KENNEWICK.
 SA1091'13.6 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE WASHINGTON STATE
 SA1091'PATROL OFFICE IN THE SOUTHERN PART OF KENNEWICK, AT THE INTERSECTION
 SA1091'WITH COFFIN ROAD, 122 FEET EAST OF THE CENTER OF THE HIGHWAY, 29 FEET
 SA1091'SOUTH OF THE CENTER OF COFFIN ROAD, 5 FEET WEST OF A FENCE CORNER, 1.5
 SA1091'FEET WEST OF A METAL WITNESS POST, 6 INCHES NORTH OF THE FENCELINE TO
 SA1091'THE EAST PROJECTED, A STANDARD DISK SET IN CONCRETE 4 INCHES BELOW
 SA1091'GROUND.  1/4, SEC 8, T 6N, R 29E.
 SA1091
 SA1091                          STATION RECOVERY (1982)
 SA1091
 SA1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2514 ***********************************************************************
 SA2514  DESIGNATION -  F 266 RESET
 SA2514  PID         -  SA2514
 SA2514  STATE/COUNTY-  WA/BENTON
 SA2514  USGS QUAD   -  JOHNSON BUTTE (1978)
 SA2514
 SA2514                         *CURRENT SURVEY CONTROL
 SA2514  ___________________________________________________________________
 SA2514* NAD 83(1986)-  46 01 30.     (N)    119 13 30.     (W)     SCALED    
 SA2514* NAVD 88     -       311.07   (meters)    1020.6    (feet)  RESET     
 SA2514  ___________________________________________________________________
 SA2514  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SA2514
 SA2514  VERT ORDER  -  THIRD
 SA2514
 SA2514.The horizontal coordinates were scaled from a topographic map and have
 SA2514.an estimated accuracy of +/- 6 seconds.
 SA2514
 SA2514.The orthometric height was computed from unverified reset data.
 SA2514.No vertical observational check was made to the station.
 SA2514
 SA2514.The geoid height was determined by GEOID03.
 SA2514
 SA2514;                    North         East    Units  Estimated Accuracy
 SA2514;SPC WA S     -    77,680.      598,710.      MT  (+/- 180 meters Scaled)
 SA2514
 SA2514                          SUPERSEDED SURVEY CONTROL
 SA2514
 SA2514  NGVD 29 (12/17/02)  310.04   (m)         1017.2    (f) RESET       3  
 SA2514
 SA2514.Superseded values are not recommended for survey control.
 SA2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2514.See file dsdata.txt to determine how the superseded data were derived.
 SA2514
 SA2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL277992(NAD 83)
 SA2514_MARKER: DB = BENCH MARK DISK
 SA2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2514_SP_SET: CONCRETE POST
 SA2514_STAMPING: F 266 RESET 1982
 SA2514_MARK LOGO: NGS   
 SA2514_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2514+STABILITY: SURFACE MOTION
 SA2514
 SA2514  HISTORY     - Date     Condition        Report By
 SA2514  HISTORY     - 1982     MONUMENTED       NGS
 SA2514
 SA2514                          STATION DESCRIPTION
 SA2514
 SA2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SA2514'21.89 KM (13.60 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE WASHINGTON
 SA2514'STATE PATROL OFFICE IN THE SOUTH SECTION OF KENNEWICK TO A SIDE ROAD
 SA2514'LEFT AND THE MARK, 0.9 M (3.0 FT) EAST OF THE PROPOSED RIGHT-OF-WAY
 SA2514'AT THE SOUTHWEST CORNER OF THE COFFIN ROAD INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1156 ***********************************************************************
 SA1156  DESIGNATION -  F 267
 SA1156  PID         -  SA1156
 SA1156  STATE/COUNTY-  WA/BENTON
 SA1156  USGS QUAD   -  WEBBER CANYON (1965)
 SA1156
 SA1156                         *CURRENT SURVEY CONTROL
 SA1156  ___________________________________________________________________
 SA1156* NAD 83(1986)-  46 10 20.     (N)    119 27 15.     (W)     SCALED    
 SA1156* NAVD 88     -       462.828  (meters)    1518.46   (feet)  ADJUSTED  
 SA1156  ___________________________________________________________________
 SA1156  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SA1156  DYNAMIC HT  -         462.831 (meters)    1518.47  (feet)  COMP
 SA1156  MODELED GRAV-     980,606.8   (mgal)                       NAVD 88
 SA1156
 SA1156  VERT ORDER  -  SECOND    CLASS 0
 SA1156
 SA1156.The horizontal coordinates were scaled from a topographic map and have
 SA1156.an estimated accuracy of +/- 6 seconds.
 SA1156
 SA1156.The orthometric height was determined by differential leveling
 SA1156.and adjusted by the National Geodetic Survey in June 1991..
 SA1156
 SA1156.The geoid height was determined by GEOID03.
 SA1156
 SA1156.The dynamic height is computed by dividing the NAVD 88
 SA1156.geopotential number by the normal gravity value computed on the
 SA1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1156.degrees latitude (g = 980.6199 gals.).
 SA1156
 SA1156.The modeled gravity was interpolated from observed gravity values.
 SA1156
 SA1156;                    North         East    Units  Estimated Accuracy
 SA1156;SPC WA S     -    93,780.      580,760.      MT  (+/- 180 meters Scaled)
 SA1156
 SA1156                          SUPERSEDED SURVEY CONTROL
 SA1156
 SA1156  NGVD 29 (??/??/92)  461.787  (m)         1515.05   (f) ADJ UNCH    2 0
 SA1156
 SA1156.Superseded values are not recommended for survey control.
 SA1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1156.See file dsdata.txt to determine how the superseded data were derived.
 SA1156
 SA1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM105161(NAD 83)
 SA1156_MARKER: DB = BENCH MARK DISK
 SA1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1156_STAMPING: F 267 1950
 SA1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1156+STABILITY: SURFACE MOTION
 SA1156
 SA1156  HISTORY     - Date     Condition        Report By
 SA1156  HISTORY     - 1950     MONUMENTED       CGS
 SA1156
 SA1156                          STATION DESCRIPTION
 SA1156
 SA1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1156'8.5 MI S FROM KIONA.
 SA1156'ABOUT 3.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SA1156'STATION AT KIONA, THENCE 5.5 MILES SOUTH ALONG A TRACK AND ASPHALT
 SA1156'ROAD, AT A T JUNCTION OF A GRAVEL ROAD LEADING EAST, IN LINE WITH A
 SA1156'ROW OF POWER LINE POLES, 28 1/2 FEET WEST OF THE CENTER LINE OF THE
 SA1156'ASPHALT ROAD, 27.0 FEET SOUTH OF THE PROLONGATION OF THE GRAVEL ROAD,
 SA1156'3.3 FEET SOUTH OF A POWER LINE POLE, 2.2 FEET NORTH OF A WITNESS POST,
 SA1156'ABOUT 1.0 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SA1156'POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1397 ***********************************************************************
 SA1397  DESIGNATION -  F 268
 SA1397  PID         -  SA1397
 SA1397  STATE/COUNTY-  WA/BENTON
 SA1397  USGS QUAD   -  WHITSTRAN NE (1965)
 SA1397
 SA1397                         *CURRENT SURVEY CONTROL
 SA1397  ___________________________________________________________________
 SA1397* NAD 83(1986)-  46 08 34.     (N)    119 36 04.     (W)     SCALED    
 SA1397* NAVD 88     -       349.673  (meters)    1147.22   (feet)  ADJUSTED  
 SA1397  ___________________________________________________________________
 SA1397  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SA1397  DYNAMIC HT  -         349.674 (meters)    1147.22  (feet)  COMP
 SA1397  MODELED GRAV-     980,607.5   (mgal)                       NAVD 88
 SA1397
 SA1397  VERT ORDER  -  SECOND    CLASS 0
 SA1397
 SA1397.The horizontal coordinates were scaled from a topographic map and have
 SA1397.an estimated accuracy of +/- 6 seconds.
 SA1397
 SA1397.The orthometric height was determined by differential leveling
 SA1397.and adjusted by the National Geodetic Survey in June 1991..
 SA1397
 SA1397.The geoid height was determined by GEOID03.
 SA1397
 SA1397.The dynamic height is computed by dividing the NAVD 88
 SA1397.geopotential number by the normal gravity value computed on the
 SA1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1397.degrees latitude (g = 980.6199 gals.).
 SA1397
 SA1397.The modeled gravity was interpolated from observed gravity values.
 SA1397
 SA1397;                    North         East    Units  Estimated Accuracy
 SA1397;SPC WA S     -    90,370.      569,450.      MT  (+/- 180 meters Scaled)
 SA1397
 SA1397                          SUPERSEDED SURVEY CONTROL
 SA1397
 SA1397  NGVD 29 (??/??/92)  348.620  (m)         1143.76   (f) ADJ UNCH    2 0
 SA1397
 SA1397.Superseded values are not recommended for survey control.
 SA1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1397.See file dsdata.txt to determine how the superseded data were derived.
 SA1397
 SA1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM991132(NAD 83)
 SA1397_MARKER: DB = BENCH MARK DISK
 SA1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1397_STAMPING: F 268 1950
 SA1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1397+STABILITY: SURFACE MOTION
 SA1397
 SA1397  HISTORY     - Date     Condition        Report By
 SA1397  HISTORY     - 1950     MONUMENTED       CGS
 SA1397  HISTORY     - 1964     MARK NOT FOUND   USGS
 SA1397  HISTORY     - 1982     MARK NOT FOUND   NGS
 SA1397
 SA1397                          STATION DESCRIPTION
 SA1397
 SA1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1397'13.0 MI SE FROM PROSSER.
 SA1397'13.0 MILES SOUTHEAST ALONG STATE HIGHWAY 8 E FROM THE PROSSER JUNIOR
 SA1397'HIGH SCHOOL, 0.1 MILE NORTH OF A DIP IN THE HIGHWAY, IN LINE WITH A
 SA1397'ROW OF TELEPHONE POLES, 28.5 FEET WEST OF THE CENTER LINE OF THE
 SA1397'HIGHWAY, 4.0 FEET EAST OF THE EAST EDGE OF A CULTIVATED FIELD, 2.7
 SA1397'FEET SOUTH OF A TELEPHONE POLE, 2.2 FEET NORTH OF A WITNESS POST, 2.0
 SA1397'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SA1397'PROJECTING 5 INCHES ABOVE THE GROUND.
 SA1397
 SA1397                          STATION RECOVERY (1964)
 SA1397
 SA1397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SA1397'MARK NOT FOUND.
 SA1397
 SA1397                          STATION RECOVERY (1982)
 SA1397
 SA1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA1397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0237 ***********************************************************************
 SD0237  DESIGNATION -  F 27
 SD0237  PID         -  SD0237
 SD0237  STATE/COUNTY-  WA/JEFFERSON
 SD0237  USGS QUAD   -  QUEETS (1982)
 SD0237
 SD0237                         *CURRENT SURVEY CONTROL
 SD0237  ___________________________________________________________________
 SD0237* NAD 83(1986)-  47 35 47.     (N)    124 22 05.     (W)     SCALED    
 SD0237* NAVD 88     -        16.586  (meters)      54.42   (feet)  ADJUSTED  
 SD0237  ___________________________________________________________________
 SD0237  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SD0237  DYNAMIC HT  -          16.589 (meters)      54.43  (feet)  COMP
 SD0237  MODELED GRAV-     980,806.7   (mgal)                       NAVD 88
 SD0237
 SD0237  VERT ORDER  -  FIRST     CLASS II
 SD0237
 SD0237.The horizontal coordinates were scaled from a topographic map and have
 SD0237.an estimated accuracy of +/- 6 seconds.
 SD0237
 SD0237.The orthometric height was determined by differential leveling
 SD0237.and adjusted by the National Geodetic Survey in June 1991..
 SD0237
 SD0237.The geoid height was determined by GEOID03.
 SD0237
 SD0237.The dynamic height is computed by dividing the NAVD 88
 SD0237.geopotential number by the normal gravity value computed on the
 SD0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0237.degrees latitude (g = 980.6199 gals.).
 SD0237
 SD0237.The modeled gravity was interpolated from observed gravity values.
 SD0237
 SD0237;                    North         East    Units  Estimated Accuracy
 SD0237;SPC WA N     -    72,410.      234,270.      MT  (+/- 180 meters Scaled)
 SD0237
 SD0237                          SUPERSEDED SURVEY CONTROL
 SD0237
 SD0237  NGVD 29 (??/??/92)   15.548  (m)           51.01   (f) ADJ UNCH    1 2
 SD0237
 SD0237.Superseded values are not recommended for survey control.
 SD0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0237.See file dsdata.txt to determine how the superseded data were derived.
 SD0237
 SD0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT971723(NAD 83)
 SD0237_MARKER: DB = BENCH MARK DISK
 SD0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0237_STAMPING: 50.453 F 27 1933
 SD0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0237+STABILITY: SURFACE MOTION
 SD0237
 SD0237  HISTORY     - Date     Condition        Report By
 SD0237  HISTORY     - 1933     MONUMENTED       CGS
 SD0237  HISTORY     - 1974     MARK NOT FOUND   NGS
 SD0237
 SD0237                          STATION DESCRIPTION
 SD0237
 SD0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0237'4.6 MI N FROM QUEETS.
 SD0237'4.6 MILES NORTH ALONG U.S. HIGHWAY 101 FROM QUEETS, JEFFERSON COUNTY,
 SD0237'0.7 MILE SOUTH OF THE STATION AT KALALOCH, ON A TANGENT 110 FEET
 SD0237'NORTHWEST ACROSS THE HIGHWAY FROM POLE 1687, 42 FEET WEST OF THE
 SD0237'CENTER LINE OF THE HIGHWAY, AND LEVEL WITH THE PAVEMENT.  A STANDARD
 SD0237'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABVOE
 SD0237'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1138 ***********************************************************************
 SA1138  DESIGNATION -  F 270
 SA1138  PID         -  SA1138
 SA1138  STATE/COUNTY-  WA/BENTON
 SA1138  USGS QUAD   -  WEBBER CANYON (1965)
 SA1138
 SA1138                         *CURRENT SURVEY CONTROL
 SA1138  ___________________________________________________________________
 SA1138* NAD 83(1986)-  46 07 47.     (N)    119 28 30.     (W)     SCALED    
 SA1138* NAVD 88     -       430.346  (meters)    1411.89   (feet)  ADJUSTED  
 SA1138  ___________________________________________________________________
 SA1138  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SA1138  DYNAMIC HT  -         430.343 (meters)    1411.88  (feet)  COMP
 SA1138  MODELED GRAV-     980,594.6   (mgal)                       NAVD 88
 SA1138
 SA1138  VERT ORDER  -  SECOND    CLASS 0
 SA1138
 SA1138.The horizontal coordinates were scaled from a topographic map and have
 SA1138.an estimated accuracy of +/- 6 seconds.
 SA1138
 SA1138.The orthometric height was determined by differential leveling
 SA1138.and adjusted by the National Geodetic Survey in June 1991..
 SA1138
 SA1138.The geoid height was determined by GEOID03.
 SA1138
 SA1138.The dynamic height is computed by dividing the NAVD 88
 SA1138.geopotential number by the normal gravity value computed on the
 SA1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1138.degrees latitude (g = 980.6199 gals.).
 SA1138
 SA1138.The modeled gravity was interpolated from observed gravity values.
 SA1138
 SA1138;                    North         East    Units  Estimated Accuracy
 SA1138;SPC WA S     -    89,030.      579,210.      MT  (+/- 180 meters Scaled)
 SA1138
 SA1138                          SUPERSEDED SURVEY CONTROL
 SA1138
 SA1138  NGVD 29 (??/??/92)  429.299  (m)         1408.46   (f) ADJ UNCH    2 0
 SA1138
 SA1138.Superseded values are not recommended for survey control.
 SA1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1138.See file dsdata.txt to determine how the superseded data were derived.
 SA1138
 SA1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM088114(NAD 83)
 SA1138_MARKER: DB = BENCH MARK DISK
 SA1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1138_STAMPING: F 270 1950
 SA1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1138+STABILITY: SURFACE MOTION
 SA1138
 SA1138  HISTORY     - Date     Condition        Report By
 SA1138  HISTORY     - 1950     MONUMENTED       CGS
 SA1138
 SA1138                          STATION DESCRIPTION
 SA1138
 SA1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1138'12.4 MI S FROM KIONA.
 SA1138'3.0 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SA1138'STATION AT KIONA, THENCE 8.4 MILES SOUTH ALONG A TRACK AND ASPHALT
 SA1138'ROAD, THENCE 1.0 MILE WEST ALONG SELLARDS ROAD, AT A DIM TACK ROAD
 SA1138'CROSSING INTERSECTION, 43.0 FEET SOUTHEAST OF THE INTERSECTION, 2, 1/2
 SA1138'FEET EAST OF THE CENTER LINE OF THE DIM TRACK ROAD, 26.0 FEET
 SA1138'SOUTHEAST OF THE CENTER LINE OF SELLARDS ROAD, 2.2 FEET NORTH OF A
 SA1138'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SA1138'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1139 ***********************************************************************
 SA1139  DESIGNATION -  F 270 RESET
 SA1139  PID         -  SA1139
 SA1139  STATE/COUNTY-  WA/BENTON
 SA1139  USGS QUAD   -  WEBBER CANYON (1965)
 SA1139
 SA1139                         *CURRENT SURVEY CONTROL
 SA1139  ___________________________________________________________________
 SA1139* NAD 83(1986)-  46 07 47.     (N)    119 28 31.     (W)     SCALED    
 SA1139* NAVD 88     -       430.51   (meters)    1412.4    (feet)  RESET     
 SA1139  ___________________________________________________________________
 SA1139  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SA1139
 SA1139  VERT ORDER  -  THIRD
 SA1139
 SA1139.The horizontal coordinates were scaled from a topographic map and have
 SA1139.an estimated accuracy of +/- 6 seconds.
 SA1139
 SA1139.The orthometric height was computed from unverified reset data.
 SA1139.No vertical observational check was made to the station.
 SA1139
 SA1139.The geoid height was determined by GEOID03.
 SA1139
 SA1139;                    North         East    Units  Estimated Accuracy
 SA1139;SPC WA S     -    89,030.      579,190.      MT  (+/- 180 meters Scaled)
 SA1139
 SA1139                          SUPERSEDED SURVEY CONTROL
 SA1139
 SA1139  NGVD 29 (12/17/02)  429.46   (m)         1409.0    (f) RESET       3  
 SA1139
 SA1139.Superseded values are not recommended for survey control.
 SA1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1139.See file dsdata.txt to determine how the superseded data were derived.
 SA1139
 SA1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM087114(NAD 83)
 SA1139_MARKER: DB = BENCH MARK DISK
 SA1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1139_STAMPING: F 270 RESET 1976
 SA1139_MARK LOGO: NGS   
 SA1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1139+STABILITY: SURFACE MOTION
 SA1139
 SA1139  HISTORY     - Date     Condition        Report By
 SA1139  HISTORY     - 1976     MONUMENTED       USGS
 SA1139  HISTORY     - 1976     GOOD             NGS
 SA1139
 SA1139                          STATION DESCRIPTION
 SA1139
 SA1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 SA1139'9 MI S FROM KIONA.
 SA1139'REACHED FROM THE BENTON CITY-KIONA INTERCHANGE ON U.S. HIGHWAY 12 BY
 SA1139'FOLLOWING THE BLACKTOP ROAD SOUTH AND WEST 0.1 MILE, TURN LEFT AND
 SA1139'FOLLOW WEBER CANYON ROAD 0.5 MILE, KEEP LEFT FORK 0.9 MILE TO A FORK
 SA1139'(WEBER CANYON ROAD AND BADGER ROAD), KEEP RIGHT ON WEBER CANYON ROAD
 SA1139'FOR 4.9 MILES TO COUNTY WELL ROAD, CONTINUE STRAIGHT AHEAD, SOUTH ON
 SA1139'TRAVIS ROAD FOR 3.7 MILES TO SELLARDS ROAD, GO WEST ON SELLARDS ROAD
 SA1139'1.0 MILE TO THE MARK ON THE LEFT, 40 FEET SOUTHEAST OF AN IRON PIN
 SA1139'WHICH MARKS THE SECTION CORNER, AND IS TO BE REPLACED BY A MONUMENT IN
 SA1139'THE NEW ROAD.  THE MARK IS 23 FEET SOUTH OF THE CENTER OF SELLARDS
 SA1139'ROAD, 15 FEET EAST OF THE CENTER OF A FIELD ROAD, 1.3 FEET NORTHWEST
 SA1139'OF A METAL WITNESS POST.  A STANDARD DISK SET IN A ROUND CONCRETE POST
 SA1139'WHICH PROJECTS 2 INCHES THIS MARK WAS ESTABLISHED TO REPLACE F 270
 SA1139'1950, WHICH IS IN THE WAY OF ROAD CONSTRUCTION.  THE DISK FOR F 270
 SA1139'1950 WILL BE REMOVED FROM THE CONCRETE POST DURING CONSTRUCTION OF THE
 SA1139'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1027 ***********************************************************************
 RZ1027  DESIGNATION -  F 271
 RZ1027  PID         -  RZ1027
 RZ1027  STATE/COUNTY-  WA/ASOTIN
 RZ1027  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ1027
 RZ1027                         *CURRENT SURVEY CONTROL
 RZ1027  ___________________________________________________________________
 RZ1027* NAD 83(1986)-  46 03 45.     (N)    116 59 49.     (W)     SCALED    
 RZ1027* NAVD 88     -       262.603  (meters)     861.56   (feet)  ADJUSTED  
 RZ1027  ___________________________________________________________________
 RZ1027  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 RZ1027  DYNAMIC HT  -         262.553 (meters)     861.39  (feet)  COMP
 RZ1027  MODELED GRAV-     980,421.8   (mgal)                       NAVD 88
 RZ1027
 RZ1027  VERT ORDER  -  SECOND    CLASS 0
 RZ1027
 RZ1027.The horizontal coordinates were scaled from a topographic map and have
 RZ1027.an estimated accuracy of +/- 6 seconds.
 RZ1027
 RZ1027.The orthometric height was determined by differential leveling
 RZ1027.and adjusted by the National Geodetic Survey in June 1991..
 RZ1027
 RZ1027.The geoid height was determined by GEOID03.
 RZ1027
 RZ1027.The dynamic height is computed by dividing the NAVD 88
 RZ1027.geopotential number by the normal gravity value computed on the
 RZ1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1027.degrees latitude (g = 980.6199 gals.).
 RZ1027
 RZ1027.The modeled gravity was interpolated from observed gravity values.
 RZ1027
 RZ1027;                    North         East    Units  Estimated Accuracy
 RZ1027;SPC WA S     -    87,060.      770,950.      MT  (+/- 180 meters Scaled)
 RZ1027
 RZ1027                          SUPERSEDED SURVEY CONTROL
 RZ1027
 RZ1027  NGVD 29 (??/??/92)  261.522  (m)          858.01   (f) ADJ UNCH    2 0
 RZ1027
 RZ1027.Superseded values are not recommended for survey control.
 RZ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1027.See file dsdata.txt to determine how the superseded data were derived.
 RZ1027
 RZ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM002009(NAD 83)
 RZ1027_MARKER: DB = BENCH MARK DISK
 RZ1027_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1027_SP_SET: BEDROCK
 RZ1027_STAMPING: F 271 1945
 RZ1027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1027+STABILITY: POSITION/ELEVATION WELL
 RZ1027
 RZ1027  HISTORY     - Date     Condition        Report By
 RZ1027  HISTORY     - 1945     MONUMENTED       CGS
 RZ1027  HISTORY     - 1946     GOOD             NGS
 RZ1027
 RZ1027                          STATION DESCRIPTION
 RZ1027
 RZ1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ1027'2.2 MI NW FROM ROGERSBURG.
 RZ1027'ABOUT 2.2 MILES NORTH ALONG THE GRANDE RONDE RIVER FROM THE POST
 RZ1027'OFFICE AT ROGERSBURG, SET ON THE EAST BANK OF THE RIVER, ABOUT 100
 RZ1027'YARDS UPSTREAM FROM A FERRY CROSSING, ABOUT 40 FEET WEST OF THE
 RZ1027'CENTERLINE OF A FARM ROAD, ABOUT 15 FEET BELOW ROAD LEVEL, ABOUT 3.5
 RZ1027'FEET BELOW HIGH WATER LEVEL, A STANDARD DISK SET IN TOP OF LAVA
 RZ1027'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1051 ***********************************************************************
 RZ1051  DESIGNATION -  F 272
 RZ1051  PID         -  RZ1051
 RZ1051  STATE/COUNTY-  WA/ASOTIN
 RZ1051  USGS QUAD   -  MOUNTAIN VIEW (1995)
 RZ1051
 RZ1051                         *CURRENT SURVEY CONTROL
 RZ1051  ___________________________________________________________________
 RZ1051* NAD 83(1986)-  46 02 29.     (N)    117 17 31.     (W)     SCALED    
 RZ1051* NAVD 88     -       420.976  (meters)    1381.15   (feet)  ADJUSTED  
 RZ1051  ___________________________________________________________________
 RZ1051  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 RZ1051  DYNAMIC HT  -         420.910 (meters)    1380.94  (feet)  COMP
 RZ1051  MODELED GRAV-     980,447.8   (mgal)                       NAVD 88
 RZ1051
 RZ1051  VERT ORDER  -  SECOND    CLASS 0
 RZ1051
 RZ1051.The horizontal coordinates were scaled from a topographic map and have
 RZ1051.an estimated accuracy of +/- 6 seconds.
 RZ1051
 RZ1051.The orthometric height was determined by differential leveling
 RZ1051.and adjusted by the National Geodetic Survey in June 1991..
 RZ1051
 RZ1051.The geoid height was determined by GEOID03.
 RZ1051
 RZ1051.The dynamic height is computed by dividing the NAVD 88
 RZ1051.geopotential number by the normal gravity value computed on the
 RZ1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1051.degrees latitude (g = 980.6199 gals.).
 RZ1051
 RZ1051.The modeled gravity was interpolated from observed gravity values.
 RZ1051
 RZ1051;                    North         East    Units  Estimated Accuracy
 RZ1051;SPC WA S     -    83,750.      748,240.      MT  (+/- 180 meters Scaled)
 RZ1051
 RZ1051                          SUPERSEDED SURVEY CONTROL
 RZ1051
 RZ1051  NGVD 29 (??/??/92)  419.891  (m)         1377.59   (f) ADJ UNCH    2 0
 RZ1051
 RZ1051.Superseded values are not recommended for survey control.
 RZ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1051.See file dsdata.txt to determine how the superseded data were derived.
 RZ1051
 RZ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML774986(NAD 83)
 RZ1051_MARKER: DB = BENCH MARK DISK
 RZ1051_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1051_SP_SET: ROCK
 RZ1051_STAMPING: F 272 1945
 RZ1051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1051+STABILITY: POSITION/ELEVATION WELL
 RZ1051
 RZ1051  HISTORY     - Date     Condition        Report By
 RZ1051  HISTORY     - 1945     MONUMENTED       CGS
 RZ1051  HISTORY     - 1971     MARK NOT FOUND   USGS
 RZ1051
 RZ1051                          STATION DESCRIPTION
 RZ1051
 RZ1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RZ1051'15.20 MI NE FROM TROY, OR.
 RZ1051'15.20 MILES NORTHEAST TROY POST OFFICE, ALONG TROY-ANATONE ROAD, 0.2
 RZ1051'MILE NORTHEAST OF A WOODEN BRIDGE OVER COTTONWOOD CREEK, 45.5 FEET
 RZ1051'NORTH OF A TELEPHONE LINE, 18 FEET NORTH OF THE CENTER LINE OF THE
 RZ1051'ROAD, 7.5 FEET NORTHEAST OF A WHITE REFERENCE POST.  A BRONZE DISK,
 RZ1051'SET IN A DRILL HOLE IN THE TOP OF A ROCK 4 FEET ABOVE THE LEVEL OF THE
 RZ1051'ROAD AND 1 FOOT ABOVE THE SURFACE OF THE GROUND.
 RZ1051
 RZ1051                          STATION RECOVERY (1971)
 RZ1051
 RZ1051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RZ1051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0754 ***********************************************************************
 SB0754  DESIGNATION -  F 273
 SB0754  PID         -  SB0754
 SB0754  STATE/COUNTY-  WA/LEWIS
 SB0754  USGS QUAD   -  TOWER ROCK (1994)
 SB0754
 SB0754                         *CURRENT SURVEY CONTROL
 SB0754  ___________________________________________________________________
 SB0754* NAD 83(1986)-  46 25 14.     (N)    121 45 20.     (W)     SCALED    
 SB0754* NAVD 88     -       472.107  (meters)    1548.90   (feet)  ADJUSTED  
 SB0754  ___________________________________________________________________
 SB0754  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 SB0754  DYNAMIC HT  -         472.083 (meters)    1548.83  (feet)  COMP
 SB0754  MODELED GRAV-     980,550.2   (mgal)                       NAVD 88
 SB0754
 SB0754  VERT ORDER  -  SECOND    CLASS 0
 SB0754
 SB0754.The horizontal coordinates were scaled from a topographic map and have
 SB0754.an estimated accuracy of +/- 6 seconds.
 SB0754
 SB0754.The orthometric height was determined by differential leveling
 SB0754.and adjusted by the National Geodetic Survey in June 1991..
 SB0754
 SB0754.The geoid height was determined by GEOID03.
 SB0754
 SB0754.The dynamic height is computed by dividing the NAVD 88
 SB0754.geopotential number by the normal gravity value computed on the
 SB0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0754.degrees latitude (g = 980.6199 gals.).
 SB0754
 SB0754.The modeled gravity was interpolated from observed gravity values.
 SB0754
 SB0754;                    North         East    Units  Estimated Accuracy
 SB0754;SPC WA S     -   121,610.      403,490.      MT  (+/- 180 meters Scaled)
 SB0754
 SB0754                          SUPERSEDED SURVEY CONTROL
 SB0754
 SB0754  NGVD 29 (??/??/92)  471.003  (m)         1545.28   (f) ADJ UNCH    2 0
 SB0754
 SB0754.Superseded values are not recommended for survey control.
 SB0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0754.See file dsdata.txt to determine how the superseded data were derived.
 SB0754
 SB0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES956415(NAD 83)
 SB0754_MARKER: DB = BENCH MARK DISK
 SB0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0754_STAMPING: F273 1946
 SB0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0754+STABILITY: SURFACE MOTION
 SB0754
 SB0754  HISTORY     - Date     Condition        Report By
 SB0754  HISTORY     - 1946     MONUMENTED       CGS
 SB0754  HISTORY     - 1970     MARK NOT FOUND   USGS
 SB0754
 SB0754                          STATION DESCRIPTION
 SB0754
 SB0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0754'16.6 MI SE FROM RANDLE.
 SB0754'0.1 MILE EAST ALONG STATE HIGHWAY 5 FROM THE HIGH SCHOOL AT RANDLE,
 SB0754'THENCE 9.3 MILES SOUTHEAST ALONG THE RANDLE-CISPUS COUNTY ROAD, THENCE
 SB0754'7.2 MILES SOUTHEAST ALONG THE TROUT LAKE FOREST SERVICE ROAD, 0.2 MILE
 SB0754'WEST OF MILE POST NO. 17, SET IN THE TOP OF A CONCRETE POST, 38 FEET
 SB0754'WEST OF A TELEPHONE POLE, 21 FEET SOUTH OF THE CENTER LINE OF THE
 SB0754'ROAD, AND 1 FOOT NORTH OF A REFERENCE POST.
 SB0754
 SB0754                          STATION RECOVERY (1970)
 SB0754
 SB0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SB0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0495 ***********************************************************************
 SB0495  DESIGNATION -  F 277
 SB0495  PID         -  SB0495
 SB0495  STATE/COUNTY-  WA/YAKIMA
 SB0495  USGS QUAD   -  FORT SIMCOE (1958)
 SB0495
 SB0495                         *CURRENT SURVEY CONTROL
 SB0495  ___________________________________________________________________
 SB0495* NAD 83(1986)-  46 16 55.     (N)    120 46 40.     (W)     SCALED    
 SB0495* NAVD 88     -       561.802  (meters)    1843.18   (feet)  ADJUSTED  
 SB0495  ___________________________________________________________________
 SB0495  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SB0495  DYNAMIC HT  -         561.771 (meters)    1843.08  (feet)  COMP
 SB0495  MODELED GRAV-     980,542.9   (mgal)                       NAVD 88
 SB0495
 SB0495  VERT ORDER  -  SECOND    CLASS 0
 SB0495
 SB0495.The horizontal coordinates were scaled from a topographic map and have
 SB0495.an estimated accuracy of +/- 6 seconds.
 SB0495
 SB0495.The orthometric height was determined by differential leveling
 SB0495.and adjusted by the National Geodetic Survey in June 1991..
 SB0495
 SB0495.The geoid height was determined by GEOID03.
 SB0495
 SB0495.The dynamic height is computed by dividing the NAVD 88
 SB0495.geopotential number by the normal gravity value computed on the
 SB0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0495.degrees latitude (g = 980.6199 gals.).
 SB0495
 SB0495.The modeled gravity was interpolated from observed gravity values.
 SB0495
 SB0495;                    North         East    Units  Estimated Accuracy
 SB0495;SPC WA S     -   105,480.      478,590.      MT  (+/- 180 meters Scaled)
 SB0495
 SB0495                          SUPERSEDED SURVEY CONTROL
 SB0495
 SB0495  NGVD 29 (??/??/92)  560.714  (m)         1839.61   (f) ADJ UNCH    2 0
 SB0495
 SB0495.Superseded values are not recommended for survey control.
 SB0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0495.See file dsdata.txt to determine how the superseded data were derived.
 SB0495
 SB0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS711277(NAD 83)
 SB0495_MARKER: DB = BENCH MARK DISK
 SB0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0495_STAMPING: F 277 1946
 SB0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0495+STABILITY: SURFACE MOTION
 SB0495
 SB0495  HISTORY     - Date     Condition        Report By
 SB0495  HISTORY     - 1946     MONUMENTED       CGS
 SB0495  HISTORY     - 1961     GOOD             NGS
 SB0495
 SB0495                          STATION DESCRIPTION
 SB0495
 SB0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0495'8.6 MI S FROM WHITE SWAN.
 SB0495'8.6 MILES SOUTH ALONG MT. ADAMS HIGHWAY FROM THE WHITE SWAN SCHOOL, 45
 SB0495'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTH OF THE
 SB0495'EDGE OF THE CREEK BANK, 38 FEET WEST OF A 10-INCH OAK TREE WITH A
 SB0495'TRIANGLE BLAZE ON THE NORTH SIDE, AND 3 FEET NORTH OF A WITNESS POST.
 SB0495'DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING ABOUT
 SB0495'8-INCHES ABOVE GROUND AND ABOUT THE SAME LEVEL AS THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1615 ***********************************************************************
 SA1615  DESIGNATION -  F 278
 SA1615  PID         -  SA1615
 SA1615  STATE/COUNTY-  WA/KITTITAS
 SA1615  USGS QUAD   -  PRIEST RAPIDS (1978)
 SA1615
 SA1615                         *CURRENT SURVEY CONTROL
 SA1615  ___________________________________________________________________
 SA1615* NAD 83(1986)-  46 44 16.     (N)    119 58 41.     (W)     SCALED    
 SA1615* NAVD 88     -       155.627  (meters)     510.59   (feet)  ADJUSTED  
 SA1615  ___________________________________________________________________
 SA1615  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 SA1615  DYNAMIC HT  -         155.638 (meters)     510.62  (feet)  COMP
 SA1615  MODELED GRAV-     980,678.7   (mgal)                       NAVD 88
 SA1615
 SA1615  VERT ORDER  -  SECOND    CLASS 0
 SA1615
 SA1615.The horizontal coordinates were scaled from a topographic map and have
 SA1615.an estimated accuracy of +/- 6 seconds.
 SA1615
 SA1615.The orthometric height was determined by differential leveling
 SA1615.and adjusted by the National Geodetic Survey in June 1991..
 SA1615
 SA1615.The geoid height was determined by GEOID03.
 SA1615
 SA1615.The dynamic height is computed by dividing the NAVD 88
 SA1615.geopotential number by the normal gravity value computed on the
 SA1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1615.degrees latitude (g = 980.6199 gals.).
 SA1615
 SA1615.The modeled gravity was interpolated from observed gravity values.
 SA1615
 SA1615;                    North         East    Units  Estimated Accuracy
 SA1615;SPC WA S     -   156,240.      539,890.      MT  (+/- 180 meters Scaled)
 SA1615
 SA1615                          SUPERSEDED SURVEY CONTROL
 SA1615
 SA1615  NGVD 29 (??/??/92)  154.554  (m)          507.07   (f) ADJ UNCH    2 0
 SA1615
 SA1615.Superseded values are not recommended for survey control.
 SA1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1615.See file dsdata.txt to determine how the superseded data were derived.
 SA1615
 SA1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM724803(NAD 83)
 SA1615_MARKER: DB = BENCH MARK DISK
 SA1615_SETTING: 66 = SET IN ROCK OUTCROP
 SA1615_SP_SET: BEDROCK
 SA1615_STAMPING: F 278 1946
 SA1615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1615+STABILITY: POSITION/ELEVATION WELL
 SA1615
 SA1615  HISTORY     - Date     Condition        Report By
 SA1615  HISTORY     - 1946     MONUMENTED       CGS
 SA1615
 SA1615                          STATION DESCRIPTION
 SA1615
 SA1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SA1615'7.05 MI S FROM BEVERLY JUNCTION.
 SA1615'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 7.05
 SA1615'MILES SOUTH OF THE JUNCTION POINT AT BEVERLY JUNCTION, 12 - 33-FOOT
 SA1615'RAILS SOUTH OF AND ACROSS TRACK FROM MILE POST NO. 7, 4 - 33-FOOT
 SA1615'RAILS SOUTH OF CENTER OF A DIRT ROAD CROSSING, 3 1/2 TELEPHONE POLES
 SA1615'NORTH OF NORTH END OF A LONG WOODEN TRESTLE, 41.0 FEET EAST OF EAST
 SA1615'RAIL, SET IN EAST POINT OF SOUTH END OF A LARGE PORTION OF BEDROCK
 SA1615'ABOUT 4 FEET ABOVE TRACK.  NOTE-- THIS BENCH MARK IS IN THE IMMEDIATE
 SA1615'VICINITY OF THE POINT WHERE A RIVER CROSSING WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1586 ***********************************************************************
 SA1586  DESIGNATION -  F 279
 SA1586  PID         -  SA1586
 SA1586  STATE/COUNTY-  WA/GRANT
 SA1586  USGS QUAD   -  PRIEST RAPIDS (1978)
 SA1586
 SA1586                         *CURRENT SURVEY CONTROL
 SA1586  ___________________________________________________________________
 SA1586* NAD 83(1986)-  46 37 56.     (N)    119 52 45.     (W)     SCALED    
 SA1586* NAVD 88     -       136.156  (meters)     446.71   (feet)  ADJUSTED  
 SA1586  ___________________________________________________________________
 SA1586  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 SA1586  DYNAMIC HT  -         136.163 (meters)     446.73  (feet)  COMP
 SA1586  MODELED GRAV-     980,667.5   (mgal)                       NAVD 88
 SA1586
 SA1586  VERT ORDER  -  SECOND    CLASS 0
 SA1586
 SA1586.The horizontal coordinates were scaled from a topographic map and have
 SA1586.an estimated accuracy of +/- 6 seconds.
 SA1586
 SA1586.The orthometric height was determined by differential leveling
 SA1586.and adjusted by the National Geodetic Survey in June 1991..
 SA1586
 SA1586.The geoid height was determined by GEOID03.
 SA1586
 SA1586.The dynamic height is computed by dividing the NAVD 88
 SA1586.geopotential number by the normal gravity value computed on the
 SA1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1586.degrees latitude (g = 980.6199 gals.).
 SA1586
 SA1586.The modeled gravity was interpolated from observed gravity values.
 SA1586
 SA1586;                    North         East    Units  Estimated Accuracy
 SA1586;SPC WA S     -   144,560.      547,540.      MT  (+/- 180 meters Scaled)
 SA1586
 SA1586                          SUPERSEDED SURVEY CONTROL
 SA1586
 SA1586  NGVD 29 (??/??/92)  135.086  (m)          443.19   (f) ADJ UNCH    2 0
 SA1586
 SA1586.Superseded values are not recommended for survey control.
 SA1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1586.See file dsdata.txt to determine how the superseded data were derived.
 SA1586
 SA1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM796683(NAD 83)
 SA1586_MARKER: DB = BENCH MARK DISK
 SA1586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1586_SP_SET: PIPE
 SA1586_STAMPING: F 279 1946
 SA1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1586
 SA1586  HISTORY     - Date     Condition        Report By
 SA1586  HISTORY     - 1946     MONUMENTED       CGS
 SA1586  HISTORY     - 1967     GOOD             NGS
 SA1586
 SA1586                          STATION DESCRIPTION
 SA1586
 SA1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1586'1.9 MI SE FROM PRIEST RAPIDS DAM.
 SA1586'THE MARK IS IN SECTION 1, T13N, R23E, 0.3 MILE WEST OF THE END OF THE
 SA1586'TRACK ROAD AT A HIGH GRAVEL RIDGE, 200 FEET NORTHWEST OF A 16-FOOT
 SA1586'WIDE TRENCH CUT FROM THE ROAD TO THE WATER ON A GRADUAL SLOPE, 34
 SA1586'YARDS NORTH OF THE RIVER BANK, 27 YARDS EAST OF THE POINT WHERE THE
 SA1586'THREE STEEL TOWERS ABREAST ON THE TRIPLE-TOWER POWER LINE ARE IN LINE,
 SA1586'22 YARDS NORTH OF THE ROAD AND 1 FOOT FROM A METAL WITNESS POST. A
 SA1586'STANDARD DISK WELDED TO A 3 1/2-INCH PIPE WHICH PROJECTS 8 INCHES.
 SA1586'NOTE-- (SEE DIRECTIONS ABOVE FOR REACHING E 279, WHICH IS 0.1 MILE
 SA1586'WEST OF THIS MARK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0011 ***********************************************************************
 TS0011  DESIGNATION -  F 28
 TS0011  PID         -  TS0011
 TS0011  STATE/COUNTY-  WA/CLALLAM
 TS0011  USGS QUAD   -  LAKE PLEASANT (1984)
 TS0011
 TS0011                         *CURRENT SURVEY CONTROL
 TS0011  ___________________________________________________________________
 TS0011* NAD 83(1986)-  48 03 21.     (N)    124 20 55.     (W)     SCALED    
 TS0011* NAVD 88     -       123.763  (meters)     406.05   (feet)  POSTED    
 TS0011  ___________________________________________________________________
 TS0011  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 TS0011  DYNAMIC HT  -         123.790 (meters)     406.13  (feet)  COMP
 TS0011  MODELED GRAV-     980,807.4   (mgal)                       NAVD 88
 TS0011
 TS0011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TS0011
 TS0011.The horizontal coordinates were scaled from a topographic map and have
 TS0011.an estimated accuracy of +/- 6 seconds.
 TS0011
 TS0011.The orthometric height was determined by differential leveling
 TS0011.and adjusted by the National Geodetic Survey in 1992..
 TS0011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TS0011.rate of 0.0 thru 1.0 mm/km.
 TS0011
 TS0011.The geoid height was determined by GEOID03.
 TS0011
 TS0011.The dynamic height is computed by dividing the NAVD 88
 TS0011.geopotential number by the normal gravity value computed on the
 TS0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0011.degrees latitude (g = 980.6199 gals.).
 TS0011
 TS0011.The modeled gravity was interpolated from observed gravity values.
 TS0011
 TS0011;                    North         East    Units  Estimated Accuracy
 TS0011;SPC WA N     -   123,370.      238,060.      MT  (+/- 180 meters Scaled)
 TS0011
 TS0011                          SUPERSEDED SURVEY CONTROL
 TS0011
 TS0011  NGVD 29 (??/??/92)  122.691  (m)          402.53   (f) ADJ UNCH    1 2
 TS0011
 TS0011.Superseded values are not recommended for survey control.
 TS0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0011.See file dsdata.txt to determine how the superseded data were derived.
 TS0011
 TS0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU995233(NAD 83)
 TS0011_MARKER: DB = BENCH MARK DISK
 TS0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TS0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TS0011_STAMPING: F 28 1933 402.092
 TS0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0011+STABILITY: SURFACE MOTION
 TS0011
 TS0011  HISTORY     - Date     Condition        Report By
 TS0011  HISTORY     - 1933     MONUMENTED       CGS
 TS0011  HISTORY     - 1934     GOOD             NGS
 TS0011  HISTORY     - 1974     MARK NOT FOUND   NGS
 TS0011  HISTORY     - 19910710 MARK NOT FOUND   USPSQD
 TS0011
 TS0011                          STATION DESCRIPTION
 TS0011
 TS0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TS0011'3.7 MI S FROM SAPPHO.
 TS0011'ABOUT 3.7 MILES SOUTH ALONG U.S. HIGHWAY NO. 101 FROM THE JUNCTION
 TS0011'WITH THE SAPPHO-CLALLAM BAY HIGHWAY AT SAPPHO, CLALLAM COUNTY, ON A
 TS0011'FLAT, ABOUT 130 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 TS0011'SOUTHEAST CORNER OF THE STATE FOREST FIRE SERVICE BUILDING, ABOUT 36
 TS0011'FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 12 FEET SOUTHWEST OF
 TS0011'TELEPHONE POLE 41-24.  A STANDARD DISK, STAMPED F 28 1933 AND SET IN
 TS0011'THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING ABOUT 7 INCHES
 TS0011'ABOVE THE GROUND AND LEVEL WITH THE PAVEMENT.
 TS0011
 TS0011                          STATION RECOVERY (1974)
 TS0011
 TS0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 TS0011'MARK NOT FOUND.
 TS0011
 TS0011                          STATION RECOVERY (1991)
 TS0011
 TS0011'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLS)
 TS0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0396 ***********************************************************************
 TP0396  DESIGNATION -  F 280
 TP0396  PID         -  TP0396
 TP0396  STATE/COUNTY-  WA/OKANOGAN
 TP0396  USGS QUAD   -  MOUNT HULL (1981)
 TP0396
 TP0396                         *CURRENT SURVEY CONTROL
 TP0396  ___________________________________________________________________
 TP0396* NAD 83(1986)-  48 56 43.     (N)    119 18 58.     (W)     SCALED    
 TP0396* NAVD 88     -       755.582  (meters)    2478.94   (feet)  ADJUSTED  
 TP0396  ___________________________________________________________________
 TP0396  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 TP0396  DYNAMIC HT  -         755.676 (meters)    2479.25  (feet)  COMP
 TP0396  MODELED GRAV-     980,709.8   (mgal)                       NAVD 88
 TP0396
 TP0396  VERT ORDER  -  FIRST     CLASS II
 TP0396
 TP0396.The horizontal coordinates were scaled from a topographic map and have
 TP0396.an estimated accuracy of +/- 6 seconds.
 TP0396
 TP0396.The orthometric height was determined by differential leveling
 TP0396.and adjusted by the National Geodetic Survey in June 1991..
 TP0396
 TP0396.The geoid height was determined by GEOID03.
 TP0396
 TP0396.The dynamic height is computed by dividing the NAVD 88
 TP0396.geopotential number by the normal gravity value computed on the
 TP0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0396.degrees latitude (g = 980.6199 gals.).
 TP0396
 TP0396.The modeled gravity was interpolated from observed gravity values.
 TP0396
 TP0396;                    North         East    Units  Estimated Accuracy
 TP0396;SPC WA N     -   217,390.      611,140.      MT  (+/- 180 meters Scaled)
 TP0396
 TP0396                          SUPERSEDED SURVEY CONTROL
 TP0396
 TP0396  NGVD 29 (??/??/92)  754.260  (m)         2474.60   (f) ADJ UNCH    1 2
 TP0396
 TP0396.Superseded values are not recommended for survey control.
 TP0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0396.See file dsdata.txt to determine how the superseded data were derived.
 TP0396
 TP0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ304239(NAD 83)
 TP0396_MARKER: DB = BENCH MARK DISK
 TP0396_SETTING: 80 = SET IN A BOULDER
 TP0396_STAMPING: F 280 1946
 TP0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0396+STABILITY: SURFACE MOTION
 TP0396
 TP0396  HISTORY     - Date     Condition        Report By
 TP0396  HISTORY     - 1946     MONUMENTED       CGS
 TP0396
 TP0396                          STATION DESCRIPTION
 TP0396
 TP0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0396'11.5 MI SW FROM MOLSON.
 TP0396'11.5 MILES SOUTHWEST ALONG THE ABANDONED RIGHT-OF-WAY OF THE GREAT
 TP0396'NORTHERN RAILWAY FROM THE STATION AT MOLSON, ABOUT 0.4 MILE SOUTHWEST
 TP0396'OF A DIRT ROAD CROSSING, ABOUT 600 FEET EAST OF THE EAST BANK OF A
 TP0396'DEEP RAVINE, WHERE A TELEPHONE LINE CROSSES THE OLD GRADE, 153 FEET
 TP0396'WEST OF A WOVEN WIRE FENCE, 92 FEET SOUTH OF THE CENTER LINE OF THE
 TP0396'OLD GRADE, 42.3 FEET SOUTHEAST OF TELEPHONE POLE NO. 196, IN TOP OF A
 TP0396'BOULDER AND ABOUT 6 FEET LOWER THAN THE TOP OF THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0109 ***********************************************************************
 TP0109  DESIGNATION -  F 281
 TP0109  PID         -  TP0109
 TP0109  STATE/COUNTY-  WA/FERRY
 TP0109  USGS QUAD   -  BANGS MOUNTAIN (1992)
 TP0109
 TP0109                         *CURRENT SURVEY CONTROL
 TP0109  ___________________________________________________________________
 TP0109* NAD 83(1986)-  48 35 34.     (N)    118 10 24.     (W)     SCALED    
 TP0109* NAVD 88     -       556.359  (meters)    1825.32   (feet)  ADJUSTED  
 TP0109  ___________________________________________________________________
 TP0109  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 TP0109  DYNAMIC HT  -         556.435 (meters)    1825.57  (feet)  COMP
 TP0109  MODELED GRAV-     980,730.8   (mgal)                       NAVD 88
 TP0109
 TP0109  VERT ORDER  -  FIRST     CLASS II
 TP0109
 TP0109.The horizontal coordinates were scaled from a topographic map and have
 TP0109.an estimated accuracy of +/- 6 seconds.
 TP0109
 TP0109.The orthometric height was determined by differential leveling
 TP0109.and adjusted by the National Geodetic Survey in June 1991..
 TP0109
 TP0109.The geoid height was determined by GEOID03.
 TP0109
 TP0109.The dynamic height is computed by dividing the NAVD 88
 TP0109.geopotential number by the normal gravity value computed on the
 TP0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0109.degrees latitude (g = 980.6199 gals.).
 TP0109
 TP0109.The modeled gravity was interpolated from observed gravity values.
 TP0109
 TP0109;                    North         East    Units  Estimated Accuracy
 TP0109;SPC WA N     -   180,480.      696,180.      MT  (+/- 180 meters Scaled)
 TP0109
 TP0109                          SUPERSEDED SURVEY CONTROL
 TP0109
 TP0109  NGVD 29 (??/??/92)  555.123  (m)         1821.27   (f) ADJ UNCH    1 2
 TP0109
 TP0109.Superseded values are not recommended for survey control.
 TP0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0109.See file dsdata.txt to determine how the superseded data were derived.
 TP0109
 TP0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP134828(NAD 83)
 TP0109_MARKER: DB = BENCH MARK DISK
 TP0109_SETTING: 80 = SET IN A BOULDER
 TP0109_SP_SET: BOULDER
 TP0109_STAMPING: F 281 1946
 TP0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0109+STABILITY: SURFACE MOTION
 TP0109
 TP0109  HISTORY     - Date     Condition        Report By
 TP0109  HISTORY     - 1946     MONUMENTED       CGS
 TP0109
 TP0109                          STATION DESCRIPTION
 TP0109
 TP0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0109'8.0 MI W FROM KETTLE FALLS.
 TP0109'3.7 MILES WEST ALONG U.S. HIGHWAY NO. 395, THENCE.  2.5 MILES SOUTH
 TP0109'ALONG A COUNTY GRAVEL ROAD, THENCE.  1.8 MILES WEST ALONG THE
 TP0109'REPUBLIC-KETTLE FALLS ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 TP0109'KETTLE FALLS, ABOUT 0.2 MILE WEST OF A SIDE ROAD LEADING SOUTH, 131.0
 TP0109'FEET NORTH OF THE CENTERLINE OF THE ROAD, 104.0 FEET NORTH OF HIGHWAY
 TP0109'STATION POST NO. 1800, 51.6 FEET NORTHWEST OF A PINE TREE WITH A
 TP0109'TRIANGULAR BLAZE, A BENCH MARK DISK IN TOP OF A LARGE BOULDER, ABOUT
 TP0109'2.5 FEET ABOVE THE IMMEDIATE GROUND LEVEL AND ABOUT 4.0 FEET HIGHER
 TP0109'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0645 ***********************************************************************
 RZ0645  DESIGNATION -  F 282
 RZ0645  PID         -  RZ0645
 RZ0645  STATE/COUNTY-  WA/WHITMAN
 RZ0645  USGS QUAD   -  UNIONTOWN (1964)
 RZ0645
 RZ0645                         *CURRENT SURVEY CONTROL
 RZ0645  ___________________________________________________________________
 RZ0645* NAD 83(1986)-  46 34 48.     (N)    117 07 23.     (W)     SCALED    
 RZ0645* NAVD 88     -       783.023  (meters)    2568.97   (feet)  ADJUSTED  
 RZ0645  ___________________________________________________________________
 RZ0645  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 RZ0645  DYNAMIC HT  -         782.963 (meters)    2568.77  (feet)  COMP
 RZ0645  MODELED GRAV-     980,511.5   (mgal)                       NAVD 88
 RZ0645
 RZ0645  VERT ORDER  -  FIRST     CLASS II
 RZ0645
 RZ0645.The horizontal coordinates were scaled from a topographic map and have
 RZ0645.an estimated accuracy of +/- 6 seconds.
 RZ0645
 RZ0645.The orthometric height was determined by differential leveling
 RZ0645.and adjusted by the National Geodetic Survey in June 1991..
 RZ0645
 RZ0645.The geoid height was determined by GEOID03.
 RZ0645
 RZ0645.The dynamic height is computed by dividing the NAVD 88
 RZ0645.geopotential number by the normal gravity value computed on the
 RZ0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0645.degrees latitude (g = 980.6199 gals.).
 RZ0645
 RZ0645.The modeled gravity was interpolated from observed gravity values.
 RZ0645
 RZ0645;                    North         East    Units  Estimated Accuracy
 RZ0645;SPC WA S     -   144,110.      758,740.      MT  (+/- 180 meters Scaled)
 RZ0645
 RZ0645                          SUPERSEDED SURVEY CONTROL
 RZ0645
 RZ0645  NGVD 29 (??/??/92)  781.943  (m)         2565.42   (f) ADJ UNCH    1 2
 RZ0645
 RZ0645.Superseded values are not recommended for survey control.
 RZ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0645.See file dsdata.txt to determine how the superseded data were derived.
 RZ0645
 RZ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM905585(NAD 83)
 RZ0645_MARKER: DB = BENCH MARK DISK
 RZ0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0645_SP_SET: CULVERT
 RZ0645_STAMPING: F 282 1946
 RZ0645_MARK LOGO: CGS   
 RZ0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0645
 RZ0645  HISTORY     - Date     Condition        Report By
 RZ0645  HISTORY     - 1946     MONUMENTED       CGS
 RZ0645  HISTORY     - 1952     GOOD             NGS
 RZ0645  HISTORY     - 1980     GOOD             NGS
 RZ0645
 RZ0645                          STATION DESCRIPTION
 RZ0645
 RZ0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0645'0.8 MI N FROM COLTON.
 RZ0645'0.8 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0645'COLTON, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST EXTENSION
 RZ0645'WALL OF A DOUBLE CONCRETE AND ROCK BOX CULVERT, 74.7 FEET WEST OF THE
 RZ0645'WEST CORNER OF A CONCRETE BRIDGE OF A COUNTY ROAD, 44 1/2 FEET
 RZ0645'NORTHWEST OF THE CENTER LINE OF THE ROAD, 36.9 FEET SOUTHEAST OF THE
 RZ0645'SOUTHEAST RAIL, AND ABOUT 20 FEET LOWER THAN THE TRACK.
 RZ0645
 RZ0645                          STATION RECOVERY (1980)
 RZ0645
 RZ0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0645'27.7 KILOMETERS (17.25 MILES) SOUTHWEST ALONG THE BURLINGTON NORTHERN
 RZ0645'RAILWAY FROM THE STATION IN PULLMAN, ALSO 1.6 KILOMETERS (1.0 MILE)
 RZ0645'NORTHEAST ALONG A COUNTY ROAD FROM THE OLD NATIONAL BANK IN COLTON,
 RZ0645'0.6 KILOMETER (0.4 MILE) SOUTHWEST OF A COUNTY ROAD CROSSING THE
 RZ0645'TRACKS, 0.4 KILOMETER (0.25 MILE) SOUTHWEST OF ROAD MILEPOST 12,
 RZ0645'SET IN TOP OF THE SOUTHEAST END OF THE SOUTH WINGWALL OF A CONCRETE
 RZ0645'CULVERT UNDER THE TRACKS, 11.3 METERS (37.0 FEET) WEST OF THE
 RZ0645'CENTERLINE OF THE COUNTY ROAD, 7.6 METERS (25.0 FEET) EAST OF THE
 RZ0645'EAST RAIL OF THE TRACKS.
 RZ0645'THE MARK IS 4.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0617 ***********************************************************************
 TP0617  DESIGNATION -  F 283
 TP0617  PID         -  TP0617
 TP0617  STATE/COUNTY-  WA/OKANOGAN
 TP0617  USGS QUAD   -  
 TP0617
 TP0617                         *CURRENT SURVEY CONTROL
 TP0617  ___________________________________________________________________
 TP0617* NAD 83(1986)-  49 00 00.     (N)    119 43 34.     (W)     SCALED    
 TP0617* NAVD 88     -       361.226  (meters)    1185.12   (feet)  ADJUSTED  
 TP0617  ___________________________________________________________________
 TP0617  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 TP0617  DYNAMIC HT  -         361.268 (meters)    1185.26  (feet)  COMP
 TP0617  MODELED GRAV-     980,719.3   (mgal)                       NAVD 88
 TP0617
 TP0617  VERT ORDER  -  FIRST     CLASS II
 TP0617
 TP0617.The horizontal coordinates were scaled from a topographic map and have
 TP0617.an estimated accuracy of +/- 6 seconds.
 TP0617
 TP0617.The orthometric height was determined by differential leveling
 TP0617.and adjusted by the National Geodetic Survey in June 1991..
 TP0617
 TP0617.The geoid height was determined by GEOID03.
 TP0617
 TP0617.The dynamic height is computed by dividing the NAVD 88
 TP0617.geopotential number by the normal gravity value computed on the
 TP0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0617.degrees latitude (g = 980.6199 gals.).
 TP0617
 TP0617.The modeled gravity was interpolated from observed gravity values.
 TP0617
 TP0617;                    North         East    Units  Estimated Accuracy
 TP0617;SPC WA N     -   222,960.      581,020.      MT  (+/- 180 meters Scaled)
 TP0617
 TP0617                          SUPERSEDED SURVEY CONTROL
 TP0617
 TP0617  NGVD 29 (??/??/92)  359.888  (m)         1180.73   (f) ADJ UNCH    1 2
 TP0617
 TP0617.Superseded values are not recommended for survey control.
 TP0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0617.See file dsdata.txt to determine how the superseded data were derived.
 TP0617
 TP0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ006310(NAD 83)
 TP0617_MARKER: DB = BENCH MARK DISK
 TP0617_SETTING: 0 = UNSPECIFIED SETTING
 TP0617_STAMPING: F 283 1946
 TP0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TP0617
 TP0617  HISTORY     - Date     Condition        Report By
 TP0617  HISTORY     - 1946     MONUMENTED       CGS
 TP0617
 TP0617                          STATION DESCRIPTION
 TP0617
 TP0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TP0617'IN CHOPAKA.
 TP0617'AT CHOPAKA, JUST SOUTH OF THE INTERNATIONAL BOUNDARY LINE, 11 1/2
 TP0617'RAILS NORTH OF A WATER TANK, 106.4 FEET WEST OF THE WEST RAIL, 67 FEET
 TP0617'EAST OF THE CENTERLINE OF A DIRT ROAD, 115.5 FEET NORTHWEST OF A LONE
 TP0617'COTTONWOOD TREE, 3 FEET EAST OF A WITNESS POST, AND 0.5 FOOT ABOVE THE
 TP0617'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0346 ***********************************************************************
 SW0346  DESIGNATION -  F 284
 SW0346  PID         -  SW0346
 SW0346  STATE/COUNTY-  WA/LINCOLN
 SW0346  USGS QUAD   -  WILBUR (1989)
 SW0346
 SW0346                         *CURRENT SURVEY CONTROL
 SW0346  ___________________________________________________________________
 SW0346* NAD 83(1986)-  47 46 21.     (N)    118 43 20.     (W)     SCALED    
 SW0346* NAVD 88     -       670.157  (meters)    2198.67   (feet)  ADJUSTED  
 SW0346  ___________________________________________________________________
 SW0346  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 SW0346  DYNAMIC HT  -         670.191 (meters)    2198.78  (feet)  COMP
 SW0346  MODELED GRAV-     980,641.0   (mgal)                       NAVD 88
 SW0346
 SW0346  VERT ORDER  -  FIRST     CLASS II
 SW0346
 SW0346.The horizontal coordinates were scaled from a topographic map and have
 SW0346.an estimated accuracy of +/- 6 seconds.
 SW0346
 SW0346.The orthometric height was determined by differential leveling
 SW0346.and adjusted by the National Geodetic Survey in June 1991..
 SW0346.WARNING-Repeat measurements at this control monument indicate possible
 SW0346.vertical movement.
 SW0346
 SW0346.The geoid height was determined by GEOID03.
 SW0346
 SW0346.The dynamic height is computed by dividing the NAVD 88
 SW0346.geopotential number by the normal gravity value computed on the
 SW0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0346.degrees latitude (g = 980.6199 gals.).
 SW0346
 SW0346.The modeled gravity was interpolated from observed gravity values.
 SW0346
 SW0346;                    North         East    Units  Estimated Accuracy
 SW0346;SPC WA N     -    88,060.      658,210.      MT  (+/- 180 meters Scaled)
 SW0346
 SW0346                          SUPERSEDED SURVEY CONTROL
 SW0346
 SW0346  NGVD 29 (??/??/92)  668.945  (m)         2194.70   (f) ADJ UNCH    1 2
 SW0346
 SW0346.Superseded values are not recommended for survey control.
 SW0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0346.See file dsdata.txt to determine how the superseded data were derived.
 SW0346
 SW0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN709924(NAD 83)
 SW0346_MARKER: DB = BENCH MARK DISK
 SW0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0346_STAMPING: F 284 1946
 SW0346_MARK LOGO: CGS   
 SW0346_PROJECTION: FLUSH
 SW0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0346+STABILITY: SURFACE MOTION
 SW0346
 SW0346  HISTORY     - Date     Condition        Report By
 SW0346  HISTORY     - 1946     MONUMENTED       CGS
 SW0346  HISTORY     - 1966     GOOD             NGS
 SW0346  HISTORY     - 1980     GOOD             NGS
 SW0346  HISTORY     - 1981     GOOD             NGS
 SW0346
 SW0346                          STATION DESCRIPTION
 SW0346
 SW0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0346'1.5 MI N FROM WILBUR.
 SW0346'REACHED FROM INTERSECTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 21, 1.0
 SW0346'MILE WEST OF WILBUR, BY GOING NORTH ON STATE HIGHWAY 21 FOR 0.55 MILE
 SW0346'TO Y, (INTERSECTION OF STATE HIGHWAYS 21 AND 174), KEEP RIGHT ON
 SW0346'HIGHWAY 21 FOR 0.1 MILE TO THE MARK ON THE LEFT.  MARK IS 101 FEET
 SW0346'SOUTH OF THE CENTER OF A COUNTY ROAD, 38.5 FEET WEST OF THE CENTER OF
 SW0346'HIGHWAY 21, 14 FEET SOUTH OF A TELEPHONE POLE AND IN THE LINE OF
 SW0346'POLES.  IT IS IN A SECTION OF UNCULTIVATED GROUND BORDERED BY HIGHWAY
 SW0346'21 ON THE EAST, HIGHWAY 174 ON THE WEST AND A COUNTY ROAD ON THE
 SW0346'NORTH.  THE DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2
 SW0346'INCHES.
 SW0346
 SW0346                          STATION RECOVERY (1980)
 SW0346
 SW0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SW0346'0.8 MILE WEST ALONG U.S HIGHWAY AT 2 FROM THE INTERSECTION OF
 SW0346'DIVISION AND MAIN ST IN WILBUR TO THE JUNCTION OF STATE HIGHWAY 21
 SW0346'THENCE NORTH FOR 0.5 MILE TO A SIDE ROAD RIGHT THENCE NORTH IN STATE
 SW0346'HIGHWAY 21 FOR 0.1 MILE TO THE MARK ON THE LEFT.
 SW0346
 SW0346                          STATION RECOVERY (1981)
 SW0346
 SW0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0346'0.8 KM (0.5 MI) NORTHWEST ALONG STATE HIGHWAY 174 FROM THE JUNCTION OF
 SW0346'US HIGHWAY 2 IN WILBUR, THENCE 0.2 KM (0.1 MI) NORTH ALONG STATE
 SW0346'HIGHWAY 21, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF A GRAVEL
 SW0346'ROAD, 93 METERS (305 FT) NORTHEAST OF THE CENTERLINE FO STATE HIGHWAY
 SW0346'174, 11.6 METERS (38 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 21,
 SW0346'31.7 METERS (104 FT) SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD.
 SW0346'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SW0346'THE MARK IS 1.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0732 ***********************************************************************
 SC0732  DESIGNATION -  F 285
 SC0732  PID         -  SC0732
 SC0732  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0732  USGS QUAD   -  ABERDEEN (1994)
 SC0732
 SC0732                         *CURRENT SURVEY CONTROL
 SC0732  ___________________________________________________________________
 SC0732* NAD 83(1986)-  46 58 51.     (N)    123 46 05.     (W)     SCALED    
 SC0732* NAVD 88     -         4.969  (meters)      16.30   (feet)  POSTED    
 SC0732  ___________________________________________________________________
 SC0732  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 SC0732  DYNAMIC HT  -           4.970 (meters)      16.31  (feet)  COMP
 SC0732  MODELED GRAV-     980,764.3   (mgal)                       NAVD 88
 SC0732
 SC0732  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SC0732
 SC0732.The horizontal coordinates were scaled from a topographic map and have
 SC0732.an estimated accuracy of +/- 6 seconds.
 SC0732
 SC0732.The orthometric height was determined by differential leveling
 SC0732.and adjusted by the National Geodetic Survey in 1992..
 SC0732.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SC0732.rate of 0.0 thru 1.0 mm/km.
 SC0732
 SC0732.The geoid height was determined by GEOID03.
 SC0732
 SC0732.The dynamic height is computed by dividing the NAVD 88
 SC0732.geopotential number by the normal gravity value computed on the
 SC0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0732.degrees latitude (g = 980.6199 gals.).
 SC0732
 SC0732.The modeled gravity was interpolated from observed gravity values.
 SC0732
 SC0732;                    North         East    Units  Estimated Accuracy
 SC0732;SPC WA S     -   188,270.      251,440.      MT  (+/- 180 meters Scaled)
 SC0732
 SC0732                          SUPERSEDED SURVEY CONTROL
 SC0732
 SC0732  NGVD 29 (??/??/??)    3.86   (m)           12.7    (f) RESET       3  
 SC0732
 SC0732.Superseded values are not recommended for survey control.
 SC0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0732.See file dsdata.txt to determine how the superseded data were derived.
 SC0732
 SC0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT415033(NAD 83)
 SC0732_MARKER: DB = BENCH MARK DISK
 SC0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0732_STAMPING: F 285 1947
 SC0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0732+STABILITY: SURFACE MOTION
 SC0732
 SC0732  HISTORY     - Date     Condition        Report By
 SC0732  HISTORY     - 1947     MONUMENTED       CGS
 SC0732  HISTORY     - 1974     MARK NOT FOUND   NGS
 SC0732  HISTORY     - 1989     GOOD             USPSQD
 SC0732
 SC0732                          STATION DESCRIPTION
 SC0732
 SC0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SC0732'2.4 MI E FROM ABERDEEN.
 SC0732'ABOUT 2.4 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SC0732'UNION STATION AT ABERDEEN, AT THE OUTSIDE OF A LONG CURVE, AT THE
 SC0732'ENTRANCE TO THE JOHN M. BAILA NURSERY, 118 FEET NORTH OF THE NORTH
 SC0732'RAIL, 115 FEET SOUTH OF THE SOUTHEAST CORNER OF A LARGE BRICK HOUSE,
 SC0732'46 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 410, 14 FEET WEST OF
 SC0732'THE CENTER LINE OF THE DRIVEWAY LEADING TO THE HOUSE, 21.3 FEET EAST
 SC0732'OF TELEPHONE POLE NO. 2013, AND SET IN THE TOP OF A CONCRETE POST
 SC0732'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SC0732
 SC0732                          STATION RECOVERY (1974)
 SC0732
 SC0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SC0732'MARK NOT FOUND.
 SC0732
 SC0732                          STATION RECOVERY (1989)
 SC0732
 SC0732'RECOVERY NOTE BY US POWER SQUADRON 1989 (DJM)
 SC0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0654 ***********************************************************************
 SB0654  DESIGNATION -  F 286
 SB0654  PID         -  SB0654
 SB0654  STATE/COUNTY-  WA/YAKIMA
 SB0654  USGS QUAD   -  JUNGLE BUTTE (1970)
 SB0654
 SB0654                         *CURRENT SURVEY CONTROL
 SB0654  ___________________________________________________________________
 SB0654* NAD 83(1986)-  46 13 13.     (N)    121 16 24.     (W)     SCALED    
 SB0654* NAVD 88     -       815.260  (meters)    2674.73   (feet)  ADJUSTED  
 SB0654  ___________________________________________________________________
 SB0654  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 SB0654  DYNAMIC HT  -         815.150 (meters)    2674.37  (feet)  COMP
 SB0654  MODELED GRAV-     980,452.5   (mgal)                       NAVD 88
 SB0654
 SB0654  VERT ORDER  -  SECOND    CLASS 0
 SB0654
 SB0654.The horizontal coordinates were scaled from a topographic map and have
 SB0654.an estimated accuracy of +/- 6 seconds.
 SB0654
 SB0654.The orthometric height was determined by differential leveling
 SB0654.and adjusted by the National Geodetic Survey in June 1991..
 SB0654
 SB0654.The geoid height was determined by GEOID03.
 SB0654
 SB0654.The dynamic height is computed by dividing the NAVD 88
 SB0654.geopotential number by the normal gravity value computed on the
 SB0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0654.degrees latitude (g = 980.6199 gals.).
 SB0654
 SB0654.The modeled gravity was interpolated from observed gravity values.
 SB0654
 SB0654;                    North         East    Units  Estimated Accuracy
 SB0654;SPC WA S     -    98,880.      440,340.      MT  (+/- 180 meters Scaled)
 SB0654
 SB0654                          SUPERSEDED SURVEY CONTROL
 SB0654
 SB0654  NGVD 29 (??/??/92)  814.084  (m)         2670.87   (f) ADJ UNCH    2 0
 SB0654
 SB0654.Superseded values are not recommended for survey control.
 SB0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0654.See file dsdata.txt to determine how the superseded data were derived.
 SB0654
 SB0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS331199(NAD 83)
 SB0654_MARKER: DB = BENCH MARK DISK
 SB0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0654_STAMPING: F 286 1946
 SB0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0654+STABILITY: SURFACE MOTION
 SB0654
 SB0654  HISTORY     - Date     Condition        Report By
 SB0654  HISTORY     - 1946     MONUMENTED       CGS
 SB0654  HISTORY     - 1972     GOOD             USGS
 SB0654
 SB0654                          STATION DESCRIPTION
 SB0654
 SB0654'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SB0654'17.3 MI N FROM GLENWOOD.
 SB0654'0.3 MILE SOUTHEAST ALONG AN OILED COUNTY ROAD FROM THE SCHOOL AT
 SB0654'GLENWOOD, THENCE 17.2 MILES NORTH ALONG THE MT. ADAMS ROAD, EAST OF
 SB0654'THE NORTHEAST CORNER OF A TRIANGLE FORMED BY THE JUNCTION OF 2 ROADS,
 SB0654'100 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 8.0 FEET
 SB0654'NORTHWEST OF A LARGE BOULDER WITH BM PAINTED ON THE WEST FACE, 2.0
 SB0654'FEET SOUTH OF A WHITE WITNESS POST, IN THE TOP OF A CONCRETE POST THAT
 SB0654'PROJECTS ABOUT 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0738 ***********************************************************************
 SB0738  DESIGNATION -  F 287
 SB0738  PID         -  SB0738
 SB0738  STATE/COUNTY-  WA/SKAMANIA
 SB0738  USGS QUAD   -  GREEN MOUNTAIN (1994)
 SB0738
 SB0738                         *CURRENT SURVEY CONTROL
 SB0738  ___________________________________________________________________
 SB0738* NAD 83(1986)-  46 17 49.     (N)    121 37 24.     (W)     SCALED    
 SB0738* NAVD 88     -      1229.210  (meters)    4032.83   (feet)  ADJUSTED  
 SB0738  ___________________________________________________________________
 SB0738  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 SB0738  DYNAMIC HT  -        1228.997 (meters)    4032.13  (feet)  COMP
 SB0738  MODELED GRAV-     980,397.8   (mgal)                       NAVD 88
 SB0738
 SB0738  VERT ORDER  -  SECOND    CLASS 0
 SB0738
 SB0738.The horizontal coordinates were scaled from a topographic map and have
 SB0738.an estimated accuracy of +/- 6 seconds.
 SB0738
 SB0738.The orthometric height was determined by differential leveling
 SB0738.and adjusted by the National Geodetic Survey in June 1991..
 SB0738
 SB0738.The geoid height was determined by GEOID03.
 SB0738
 SB0738.The dynamic height is computed by dividing the NAVD 88
 SB0738.geopotential number by the normal gravity value computed on the
 SB0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0738.degrees latitude (g = 980.6199 gals.).
 SB0738
 SB0738.The modeled gravity was interpolated from observed gravity values.
 SB0738
 SB0738;                    North         East    Units  Estimated Accuracy
 SB0738;SPC WA S     -   107,720.      413,460.      MT  (+/- 180 meters Scaled)
 SB0738
 SB0738                          SUPERSEDED SURVEY CONTROL
 SB0738
 SB0738  NGVD 29 (??/??/92) 1228.027  (m)         4028.95   (f) ADJ UNCH    2 0
 SB0738
 SB0738.Superseded values are not recommended for survey control.
 SB0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0738.See file dsdata.txt to determine how the superseded data were derived.
 SB0738
 SB0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS060279(NAD 83)
 SB0738_MARKER: DB = BENCH MARK DISK
 SB0738_SETTING: 80 = SET IN A BOULDER
 SB0738_SP_SET: BOULDER
 SB0738_STAMPING: F 287 1946
 SB0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0738+STABILITY: SURFACE MOTION
 SB0738
 SB0738  HISTORY     - Date     Condition        Report By
 SB0738  HISTORY     - 1946     MONUMENTED       CGS
 SB0738  HISTORY     - 1968     GOOD             NGS
 SB0738
 SB0738                          STATION DESCRIPTION
 SB0738
 SB0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SB0738'28.9 MI SSE FROM RANDLE.
 SB0738'THE MARK IS IN SECTION 1, T9N, R9E, 0.85 MILE NORTH ALONG ROAD 1007
 SB0738'FROM THE OLOLLIE LAKE FOREST CAMP ENTRANCE SIGN, 0.2 MILE NORTH OF THE
 SB0738'BRIDGE OVER SHEEP CREEK, 18 YARDS NORTH OF A SMALL STREAM AND CULVERT,
 SB0738'30 FEET EAST OF AND ABOUT 12 FEET HIGHER THAN THE CENTER OF ROAD 1007,
 SB0738'6.5 FEET NORTH OF A TRIANGLE BLAZE ON THE WEST SIDE OF AN 18 INCH FIR
 SB0738'TREE, 2 FEET WEST OF A METAL WITNESS POST, A STANDARD DISK SET IN A
 SB0738'BOULDER WITH AN 18-INCH DIAMETER PORTION EXPOSED, ON THE WEST SLOPE OF
 SB0738'A HILL, ABOUT 3 FEET EAST OF THE TOP OF THE CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0695 ***********************************************************************
 SB0695  DESIGNATION -  F 288
 SB0695  PID         -  SB0695
 SB0695  STATE/COUNTY-  WA/YAKIMA
 SB0695  USGS QUAD   -  SIGNAL PEAK (1970)
 SB0695
 SB0695                         *CURRENT SURVEY CONTROL
 SB0695  ___________________________________________________________________
 SB0695* NAD 83(1986)-  46 12 29.     (N)    121 14 30.     (W)     SCALED    
 SB0695* NAVD 88     -       820.076  (meters)    2690.53   (feet)  ADJUSTED  
 SB0695  ___________________________________________________________________
 SB0695  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 SB0695  DYNAMIC HT  -         819.935 (meters)    2690.07  (feet)  COMP
 SB0695  MODELED GRAV-     980,415.9   (mgal)                       NAVD 88
 SB0695
 SB0695  VERT ORDER  -  SECOND    CLASS 0
 SB0695
 SB0695.The horizontal coordinates were scaled from a topographic map and have
 SB0695.an estimated accuracy of +/- 6 seconds.
 SB0695
 SB0695.The orthometric height was determined by differential leveling
 SB0695.and adjusted by the National Geodetic Survey in June 1991..
 SB0695
 SB0695.The geoid height was determined by GEOID03.
 SB0695
 SB0695.The dynamic height is computed by dividing the NAVD 88
 SB0695.geopotential number by the normal gravity value computed on the
 SB0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0695.degrees latitude (g = 980.6199 gals.).
 SB0695
 SB0695.The modeled gravity was interpolated from observed gravity values.
 SB0695
 SB0695;                    North         East    Units  Estimated Accuracy
 SB0695;SPC WA S     -    97,490.      442,770.      MT  (+/- 180 meters Scaled)
 SB0695
 SB0695                          SUPERSEDED SURVEY CONTROL
 SB0695
 SB0695  NGVD 29 (??/??/92)  818.867  (m)         2686.57   (f) ADJ UNCH    2 0
 SB0695
 SB0695.Superseded values are not recommended for survey control.
 SB0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0695.See file dsdata.txt to determine how the superseded data were derived.
 SB0695
 SB0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS356186(NAD 83)
 SB0695_MARKER: DB = BENCH MARK DISK
 SB0695_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0695_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0695_STAMPING: F 288 1946
 SB0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0695
 SB0695  HISTORY     - Date     Condition        Report By
 SB0695  HISTORY     - 1946     MONUMENTED       CGS
 SB0695  HISTORY     - 1970     MARK NOT FOUND   USGS
 SB0695
 SB0695                          STATION DESCRIPTION
 SB0695
 SB0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0695'20.5 MI NE FROM GLENWOOD.
 SB0695'0.1 MILE SOUTHEAST ALONG AN OIL COUNTY ROAD FROM THE SCHOOL AT
 SB0695'GLENWOOD, THENCE 17.2 MILES NORTH ALONG THE MT. ADAMS ROAD, THENCE 3.2
 SB0695'MILES EAST ALONG THE MT. ADAMS HIGHWAY, ABOUT 2.6 MILES EAST OF THE
 SB0695'WOODEN BRIDGE OVER THE KLICKITAT RIVER, AT THE EAST END OF A CUT, ON
 SB0695'THE SOUTH SLOPE OF A HILL, 24.0 FEET NORTH OF THE CENTER-LINE OF THE
 SB0695'ROAD, ABOUT 5.0 FEET HIGHER THAN THE SURFACE OF THE ROAD 1.6 FEET EAST
 SB0695'OF A REFERENCE POST, PROJECTS ABOUT 0.3 FOOT ABOVE THE IMMEDIATE
 SB0695'GROUND LEVEL.
 SB0695
 SB0695                          STATION RECOVERY (1970)
 SB0695
 SB0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SB0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1769 ***********************************************************************
 RC1769  DESIGNATION -  F 289
 RC1769  PID         -  RC1769
 RC1769  STATE/COUNTY-  WA/SKAMANIA
 RC1769  USGS QUAD   -  LITTLE HUCKLEBERRY MTN (1983)
 RC1769
 RC1769                         *CURRENT SURVEY CONTROL
 RC1769  ___________________________________________________________________
 RC1769* NAD 83(1986)-  45 58 37.     (N)    121 39 45.     (W)     SCALED    
 RC1769* NAVD 88     -       927.214  (meters)    3042.03   (feet)  ADJUSTED  
 RC1769  ___________________________________________________________________
 RC1769  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 RC1769  DYNAMIC HT  -         927.073 (meters)    3041.57  (feet)  COMP
 RC1769  MODELED GRAV-     980,431.8   (mgal)                       NAVD 88
 RC1769
 RC1769  VERT ORDER  -  SECOND    CLASS 0
 RC1769
 RC1769.The horizontal coordinates were scaled from a topographic map and have
 RC1769.an estimated accuracy of +/- 6 seconds.
 RC1769
 RC1769.The orthometric height was determined by differential leveling
 RC1769.and adjusted by the National Geodetic Survey in June 1991..
 RC1769
 RC1769.The geoid height was determined by GEOID03.
 RC1769
 RC1769.The dynamic height is computed by dividing the NAVD 88
 RC1769.geopotential number by the normal gravity value computed on the
 RC1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1769.degrees latitude (g = 980.6199 gals.).
 RC1769
 RC1769.The modeled gravity was interpolated from observed gravity values.
 RC1769
 RC1769;                    North         East    Units  Estimated Accuracy
 RC1769;SPC WA S     -    72,200.      409,920.      MT  (+/- 180 meters Scaled)
 RC1769
 RC1769                          SUPERSEDED SURVEY CONTROL
 RC1769
 RC1769  NGVD 29 (??/??/92)  926.108  (m)         3038.41   (f) ADJ UNCH    2 0
 RC1769
 RC1769.Superseded values are not recommended for survey control.
 RC1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1769.See file dsdata.txt to determine how the superseded data were derived.
 RC1769
 RC1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR036923(NAD 83)
 RC1769_MARKER: DB = BENCH MARK DISK
 RC1769_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RC1769_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RC1769_STAMPING: F 289 1946
 RC1769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC1769
 RC1769  HISTORY     - Date     Condition        Report By
 RC1769  HISTORY     - 1946     MONUMENTED       CGS
 RC1769  HISTORY     - 1968     GOOD             NGS
 RC1769
 RC1769                          STATION DESCRIPTION
 RC1769
 RC1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1769'0.5 MI N FROM PETERSON PARAIRIE FOREST CAMP.
 RC1769'MARK IS 0.5 MILE NORTH OF THE INTERSECTION OF ROADS 123 AND N60, 49
 RC1769'FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE SIGN ELEV 3000, 20 FEET
 RC1769'EAST OF THE CENTER OF THE ROAD, 6 INCHES NORTH OF A METAL WITNESS POST
 RC1769'AND ABOUT ONE FOOT HIGHER THAN THE ROAD.  A STANDARD DISK ON A 3
 RC1769'1/2-INCH PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0450 ***********************************************************************
 TP0450  DESIGNATION -  F 29
 TP0450  PID         -  TP0450
 TP0450  STATE/COUNTY-  WA/OKANOGAN
 TP0450  USGS QUAD   -  OMAK LAKE (1980)
 TP0450
 TP0450                         *CURRENT SURVEY CONTROL
 TP0450  ___________________________________________________________________
 TP0450* NAD 83(1986)-  48 15 55.     (N)    119 24 14.     (W)     SCALED    
 TP0450* NAVD 88     -       462.785  (meters)    1518.32   (feet)  ADJUSTED  
 TP0450  ___________________________________________________________________
 TP0450  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TP0450  DYNAMIC HT  -         462.842 (meters)    1518.51  (feet)  COMP
 TP0450  MODELED GRAV-     980,721.1   (mgal)                       NAVD 88
 TP0450
 TP0450  VERT ORDER  -  FIRST     CLASS II
 TP0450
 TP0450.The horizontal coordinates were scaled from a topographic map and have
 TP0450.an estimated accuracy of +/- 6 seconds.
 TP0450
 TP0450.The orthometric height was determined by differential leveling
 TP0450.and adjusted by the National Geodetic Survey in June 1991..
 TP0450
 TP0450.The geoid height was determined by GEOID03.
 TP0450
 TP0450.The dynamic height is computed by dividing the NAVD 88
 TP0450.geopotential number by the normal gravity value computed on the
 TP0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0450.degrees latitude (g = 980.6199 gals.).
 TP0450
 TP0450.The modeled gravity was interpolated from observed gravity values.
 TP0450
 TP0450;                    North         East    Units  Estimated Accuracy
 TP0450;SPC WA N     -   141,660.      606,110.      MT  (+/- 180 meters Scaled)
 TP0450
 TP0450                          SUPERSEDED SURVEY CONTROL
 TP0450
 TP0450  NGVD 29 (??/??/92)  461.520  (m)         1514.17   (f) ADJ UNCH    1 2
 TP0450
 TP0450.Superseded values are not recommended for survey control.
 TP0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0450.See file dsdata.txt to determine how the superseded data were derived.
 TP0450
 TP0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP216485(NAD 83)
 TP0450_MARKER: DB = BENCH MARK DISK
 TP0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0450_STAMPING: F 29 1933
 TP0450_MARK LOGO: CGS   
 TP0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0450+STABILITY: SURFACE MOTION
 TP0450
 TP0450  HISTORY     - Date     Condition        Report By
 TP0450  HISTORY     - 1933     MONUMENTED       CGS
 TP0450  HISTORY     - 1951     GOOD             USGS
 TP0450  HISTORY     - 1975     POOR             USGS
 TP0450  HISTORY     - 1981     MARK NOT FOUND   NGS
 TP0450
 TP0450                          STATION DESCRIPTION
 TP0450
 TP0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0450'12.3 MI SE FROM OMAK.
 TP0450'36 FEET NORTH OF CENTER LINE OF OMAK-NESPELEM ROAD.  100 FEET SOUTH OF
 TP0450'3 FOOT PINE TREE.  2 FEET BELOW THE LEVEL OF ROAD.
 TP0450
 TP0450                          STATION RECOVERY (1951)
 TP0450
 TP0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 TP0450'12.3 MI SE FROM OMAK.
 TP0450'ABOUT 12.3 MILES SOUTHEAST ALONG THE NESPELEM ROAD FROM THE CITY
 TP0450'PARK AT OMAK, OKANOGAN COUNTY, 20 FEET NORTHEAST OF THE CENTER
 TP0450'LINE OF THE ROAD, AND ABOUT ROAD LEVEL.  A STANDARD DISK STAMPED
 TP0450'F 29 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 TP0450'7 INCHES ABOVE THE GROUND.
 TP0450
 TP0450                          STATION RECOVERY (1975)
 TP0450
 TP0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP0450'MARK RECOVERED IN POOR CONDITION.
 TP0450
 TP0450                          STATION RECOVERY (1981)
 TP0450
 TP0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0450'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0712 ***********************************************************************
 SB0712  DESIGNATION -  F 290
 SB0712  PID         -  SB0712
 SB0712  STATE/COUNTY-  WA/SKAMANIA
 SB0712  USGS QUAD   -  LONE BUTTE (1965)
 SB0712
 SB0712                         *CURRENT SURVEY CONTROL
 SB0712  ___________________________________________________________________
 SB0712* NAD 83(1986)-  46 07 18.     (N)    121 46 46.     (W)     SCALED    
 SB0712* NAVD 88     -      1183.559  (meters)    3883.06   (feet)  ADJUSTED  
 SB0712  ___________________________________________________________________
 SB0712  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 SB0712  DYNAMIC HT  -        1183.333 (meters)    3882.32  (feet)  COMP
 SB0712  MODELED GRAV-     980,382.8   (mgal)                       NAVD 88
 SB0712
 SB0712  VERT ORDER  -  SECOND    CLASS 0
 SB0712
 SB0712.The horizontal coordinates were scaled from a topographic map and have
 SB0712.an estimated accuracy of +/- 6 seconds.
 SB0712
 SB0712.The orthometric height was determined by differential leveling
 SB0712.and adjusted by the National Geodetic Survey in June 1991..
 SB0712
 SB0712.The geoid height was determined by GEOID03.
 SB0712
 SB0712.The dynamic height is computed by dividing the NAVD 88
 SB0712.geopotential number by the normal gravity value computed on the
 SB0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0712.degrees latitude (g = 980.6199 gals.).
 SB0712
 SB0712.The modeled gravity was interpolated from observed gravity values.
 SB0712
 SB0712;                    North         East    Units  Estimated Accuracy
 SB0712;SPC WA S     -    88,430.      401,120.      MT  (+/- 180 meters Scaled)
 SB0712
 SB0712                          SUPERSEDED SURVEY CONTROL
 SB0712
 SB0712  NGVD 29 (??/??/92) 1182.385  (m)         3879.21   (f) ADJ UNCH    2 0
 SB0712
 SB0712.Superseded values are not recommended for survey control.
 SB0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0712.See file dsdata.txt to determine how the superseded data were derived.
 SB0712
 SB0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES943082(NAD 83)
 SB0712_MARKER: DB = BENCH MARK DISK
 SB0712_SETTING: 80 = SET IN A BOULDER
 SB0712_SP_SET: BOULDER
 SB0712_STAMPING: F 290 1946
 SB0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0712+STABILITY: SURFACE MOTION
 SB0712
 SB0712  HISTORY     - Date     Condition        Report By
 SB0712  HISTORY     - 1946     MONUMENTED       CGS
 SB0712  HISTORY     - 1968     GOOD             NGS
 SB0712
 SB0712                          STATION DESCRIPTION
 SB0712
 SB0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SB0712'15.2 MI NNW FROM PETERSON PRAIRIE FOREST CAMP.
 SB0712'THE MARK IS IN SEC 3, T7N, R8E, IT IS 14.9 MILES NORTH-NORTHWEST ALONG
 SB0712'ROAD 123 FROM PETERSON PRAIRIE FOREST CAMP, THEN LEFT AT Y
 SB0712'INTERSECTION ON OLD ROAD 123 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 SB0712'MARK IS 0.05 MILE SOUTH OF THE FIVE ROAD INTERSECTION AT TILLICUM
 SB0712'FOREST CAMP, 0.35 MILE SOUTHWEST OF THE NORTHERN INTERSECTION OF OLD
 SB0712'ROAD 123 AND NEW ROAD 123.  MARK IS A STANDARD DISK SET IN A BOULDER
 SB0712'WHICH PROTRUDES OUT OF THE SEVEN-FOOT HIGH BANK ON THE EAST SIDE OF
 SB0712'THE ROAD.  THE 5-FOOT DIAMETER, WEST FACE OF THE BOULDER IS EXPOSED
 SB0712'AND LABELED BM IN WHITE PAINT.  THE TOP OF THE ROCK AND THE MARK ARE
 SB0712'ABOUT 7 FEET HIGHER THAN THE ROAD AND LEVEL WITH THE TOP OF THE CUT
 SB0712'BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0854 ***********************************************************************
 SB0854  DESIGNATION -  F 291
 SB0854  PID         -  SB0854
 SB0854  STATE/COUNTY-  WA/PIERCE
 SB0854  USGS QUAD   -  CHINOOK PASS (1987)
 SB0854
 SB0854                         *CURRENT SURVEY CONTROL
 SB0854  ___________________________________________________________________
 SB0854* NAD 83(1986)-  46 49 27.     (N)    121 32 43.     (W)     SCALED    
 SB0854* NAVD 88     -       913.738  (meters)    2997.82   (feet)  ADJUSTED  
 SB0854  ___________________________________________________________________
 SB0854  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 SB0854  DYNAMIC HT  -         913.643 (meters)    2997.51  (feet)  COMP
 SB0854  MODELED GRAV-     980,478.8   (mgal)                       NAVD 88
 SB0854
 SB0854  VERT ORDER  -  SECOND    CLASS 0
 SB0854
 SB0854.The horizontal coordinates were scaled from a topographic map and have
 SB0854.an estimated accuracy of +/- 6 seconds.
 SB0854
 SB0854.The orthometric height was determined by differential leveling
 SB0854.and adjusted by the National Geodetic Survey in June 1991..
 SB0854
 SB0854.The geoid height was determined by GEOID03.
 SB0854
 SB0854.The dynamic height is computed by dividing the NAVD 88
 SB0854.geopotential number by the normal gravity value computed on the
 SB0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0854.degrees latitude (g = 980.6199 gals.).
 SB0854
 SB0854.The modeled gravity was interpolated from observed gravity values.
 SB0854
 SB0854;                    North         East    Units  Estimated Accuracy
 SB0854;SPC WA S     -   166,240.      420,250.      MT  (+/- 180 meters Scaled)
 SB0854
 SB0854                          SUPERSEDED SURVEY CONTROL
 SB0854
 SB0854  NGVD 29 (??/??/92)  912.561  (m)         2993.96   (f) ADJ UNCH    2 0
 SB0854
 SB0854.Superseded values are not recommended for survey control.
 SB0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0854.See file dsdata.txt to determine how the superseded data were derived.
 SB0854
 SB0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS109866(NAD 83)
 SB0854_MARKER: DB = BENCH MARK DISK
 SB0854_SETTING: 66 = SET IN ROCK OUTCROP
 SB0854_SP_SET: ROCK CLIFF
 SB0854_STAMPING: F 291 1946
 SB0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0854+STABILITY: POSITION/ELEVATION WELL
 SB0854
 SB0854  HISTORY     - Date     Condition        Report By
 SB0854  HISTORY     - 1946     MONUMENTED       CGS
 SB0854  HISTORY     - 1971     MARK NOT FOUND   USGS
 SB0854  HISTORY     - 20010623 MARK NOT FOUND   USPSQD
 SB0854
 SB0854                          STATION DESCRIPTION
 SB0854
 SB0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SB0854'18.1 MI NE FROM PACKWOOD.
 SB0854'18.1 MILES NORTHEAST ALONG STATE HIGHWAY NO. 5 FROM THE GRADE SCHOOL
 SB0854'AT PACKWOOD, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET
 SB0854'HIGHER THAN THE SURFACE OF THE ROAD AND 3 FEET HIGHER THAN THE
 SB0854'IMMEDIATE GROUND LEVEL, SET VERTICALLY IN THE WEST FACE OF A SHARP
 SB0854'ROCK CLIFF WHICH IS ABOUT 35 FEET HIGH.  A LARGE WHITE USBM PAINTED ON
 SB0854'THE WEST FACE OF THE CLIFF.
 SB0854
 SB0854                          STATION RECOVERY (1971)
 SB0854
 SB0854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SB0854'MARK NOT FOUND.
 SB0854
 SB0854                          STATION RECOVERY (2001)
 SB0854
 SB0854'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SB0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0725 ***********************************************************************
 SX0725  DESIGNATION -  F 292
 SX0725  PID         -  SX0725
 SX0725  STATE/COUNTY-  WA/KING
 SX0725  USGS QUAD   -  LESTER (1989)
 SX0725
 SX0725                         *CURRENT SURVEY CONTROL
 SX0725  ___________________________________________________________________
 SX0725* NAD 83(1986)-  47 08 56.     (N)    121 24 34.     (W)     SCALED    
 SX0725* NAVD 88     -       942.193  (meters)    3091.18   (feet)  ADJUSTED  
 SX0725  ___________________________________________________________________
 SX0725  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SX0725  DYNAMIC HT  -         942.125 (meters)    3090.96  (feet)  COMP
 SX0725  MODELED GRAV-     980,509.0   (mgal)                       NAVD 88
 SX0725
 SX0725  VERT ORDER  -  SECOND    CLASS 0
 SX0725
 SX0725.The horizontal coordinates were scaled from a topographic map and have
 SX0725.an estimated accuracy of +/- 6 seconds.
 SX0725
 SX0725.The orthometric height was determined by differential leveling
 SX0725.and adjusted by the National Geodetic Survey in June 1991..
 SX0725
 SX0725.The geoid height was determined by GEOID03.
 SX0725
 SX0725.The dynamic height is computed by dividing the NAVD 88
 SX0725.geopotential number by the normal gravity value computed on the
 SX0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0725.degrees latitude (g = 980.6199 gals.).
 SX0725
 SX0725.The modeled gravity was interpolated from observed gravity values.
 SX0725
 SX0725;                    North         East    Units  Estimated Accuracy
 SX0725;SPC WA N     -    16,720.      456,300.      MT  (+/- 180 meters Scaled)
 SX0725
 SX0725                          SUPERSEDED SURVEY CONTROL
 SX0725
 SX0725  NGVD 29 (??/??/92)  941.003  (m)         3087.27   (f) ADJ UNCH    2 0
 SX0725
 SX0725.Superseded values are not recommended for survey control.
 SX0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0725.See file dsdata.txt to determine how the superseded data were derived.
 SX0725
 SX0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT205229(NAD 83)
 SX0725_MARKER: DB = BENCH MARK DISK
 SX0725_SETTING: 66 = SET IN ROCK OUTCROP
 SX0725_SP_SET: ROCK OUTCROP
 SX0725_STAMPING: F 292 1946
 SX0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0725+STABILITY: POSITION/ELEVATION WELL
 SX0725
 SX0725  HISTORY     - Date     Condition        Report By
 SX0725  HISTORY     - 1946     MONUMENTED       CGS
 SX0725  HISTORY     - 1961     MARK NOT FOUND   USGS
 SX0725
 SX0725                          STATION DESCRIPTION
 SX0725
 SX0725'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 SX0725'3.3 MI NE FROM LESTER.
 SX0725'3.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SX0725'STATION AT LESTER, 7.2 MILES SOUTHWEST ALONG THE NACHES FOREST SERVICE
 SX0725'ROAD, ON THE NORTHWEST BANK OF THE TWIN CAMP CREEK, 48 FEET EAST OF
 SX0725'THE SOUTHWEST END OF A HORSESHOE CURVE, 15 FEET SOUTHEAST OF THE
 SX0725'CENTERLINE OF THE ROAD, SET IN TOP OF A ROCK OUTCROP WHICH PROJECTS 1
 SX0725'FOOT ABOVE THE GROUND LEVEL AND THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0619 ***********************************************************************
 SB0619  DESIGNATION -  F 293
 SB0619  PID         -  SB0619
 SB0619  STATE/COUNTY-  WA/YAKIMA
 SB0619  USGS QUAD   -  NORSE PEAK (1988)
 SB0619
 SB0619                         *CURRENT SURVEY CONTROL
 SB0619  ___________________________________________________________________
 SB0619* NAD 83(1986)-  46 54 26.     (N)    121 25 19.     (W)     SCALED    
 SB0619* NAVD 88     -      1189.833  (meters)    3903.64   (feet)  POSTED    
 SB0619  ___________________________________________________________________
 SB0619  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 SB0619  DYNAMIC HT  -        1189.670 (meters)    3903.11  (feet)  COMP
 SB0619  MODELED GRAV-     980,438.7   (mgal)                       NAVD 88
 SB0619
 SB0619  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0619
 SB0619.The horizontal coordinates were scaled from a topographic map and have
 SB0619.an estimated accuracy of +/- 6 seconds.
 SB0619
 SB0619.The orthometric height was determined by differential leveling
 SB0619.and adjusted by the National Geodetic Survey in 1992..
 SB0619.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0619.rate of 1.1 thru 2.0 mm/km.
 SB0619
 SB0619.The geoid height was determined by GEOID03.
 SB0619
 SB0619.The dynamic height is computed by dividing the NAVD 88
 SB0619.geopotential number by the normal gravity value computed on the
 SB0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0619.degrees latitude (g = 980.6199 gals.).
 SB0619
 SB0619.The modeled gravity was interpolated from observed gravity values.
 SB0619
 SB0619;                    North         East    Units  Estimated Accuracy
 SB0619;SPC WA S     -   175,350.      429,770.      MT  (+/- 180 meters Scaled)
 SB0619
 SB0619                          SUPERSEDED SURVEY CONTROL
 SB0619
 SB0619  NGVD 29 (??/??/92) 1188.609  (m)         3899.63   (f) ADJ UNCH    2 0
 SB0619
 SB0619.Superseded values are not recommended for survey control.
 SB0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0619.See file dsdata.txt to determine how the superseded data were derived.
 SB0619
 SB0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS201960(NAD 83)
 SB0619_MARKER: DB = BENCH MARK DISK
 SB0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0619_SP_SET: ABUTMENT
 SB0619_STAMPING: F 293 1946
 SB0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0619
 SB0619  HISTORY     - Date     Condition        Report By
 SB0619  HISTORY     - 1946     MONUMENTED       CGS
 SB0619  HISTORY     - 1961     GOOD             NGS
 SB0619  HISTORY     - 1980     GOOD             LOCSUR
 SB0619  HISTORY     - 1987     GOOD             USPSQD
 SB0619  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SB0619
 SB0619                          STATION DESCRIPTION
 SB0619
 SB0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0619'32.5 MI NE FROM PACKWOOD.
 SB0619'FROM THE GRADE SCHOOL AT PACKWOOD GO NORTHEAST ON STATE HIGHWAY 5 FOR
 SB0619'23.3 MILES, THENCE RIGHT, NORTHEAST, ON U.S. HIGHWAY 410 FOR 9.2
 SB0619'MILES, AT MORSE CREEK, 10 FEET NORTHWEST OF THE CENTER LINE OF THE
 SB0619'HIGHWAY, SET IN TOP OF THE NORTHEAST CONCRETE ABUTMENT OF THE LARGE
 SB0619'BRIDGE OVER MORSE CREEK, ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY.
 SB0619
 SB0619                          STATION RECOVERY (1980)
 SB0619
 SB0619'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 SB0619'RECOVERED IN GOOD CONDITION.
 SB0619
 SB0619                          STATION RECOVERY (1987)
 SB0619
 SB0619'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SB0619'RECOVERED IN GOOD CONDITION.
 SB0619
 SB0619                          STATION RECOVERY (1987)
 SB0619
 SB0619'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SB0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1203 ***********************************************************************
 SB1203  DESIGNATION -  F 293 RESET
 SB1203  PID         -  SB1203
 SB1203  STATE/COUNTY-  WA/LEWIS
 SB1203  USGS QUAD   -  NORSE PEAK (1988)
 SB1203
 SB1203                         *CURRENT SURVEY CONTROL
 SB1203  ___________________________________________________________________
 SB1203* NAD 83(1986)-  46 54 26.     (N)    121 25 19.     (W)     SCALED    
 SB1203* NAVD 88     -      1195.56   (meters)    3922.4    (feet)  RESET     
 SB1203  ___________________________________________________________________
 SB1203  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 SB1203
 SB1203  VERT ORDER  -  THIRD
 SB1203
 SB1203.The horizontal coordinates were scaled from a topographic map and have
 SB1203.an estimated accuracy of +/- 6 seconds.
 SB1203
 SB1203.The orthometric height was computed from unverified reset data.
 SB1203.No vertical observational check was made to the station.
 SB1203
 SB1203.The geoid height was determined by GEOID03.
 SB1203
 SB1203;                    North         East    Units  Estimated Accuracy
 SB1203;SPC WA S     -   175,350.      429,770.      MT  (+/- 180 meters Scaled)
 SB1203
 SB1203                          SUPERSEDED SURVEY CONTROL
 SB1203
 SB1203  NGVD 29 (12/17/02) 1194.33   (m)         3918.4    (f) RESET       3  
 SB1203
 SB1203.Superseded values are not recommended for survey control.
 SB1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1203.See file dsdata.txt to determine how the superseded data were derived.
 SB1203
 SB1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS201960(NAD 83)
 SB1203_MARKER: DB = BENCH MARK DISK
 SB1203_SETTING: 66 = SET IN ROCK OUTCROP
 SB1203_SP_SET: ROCK OUTCROP
 SB1203_STAMPING: F 293 RESET 1986
 SB1203_MARK LOGO: NGS   
 SB1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB1203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB1203+STABILITY: POSITION/ELEVATION WELL
 SB1203
 SB1203  HISTORY     - Date     Condition        Report By
 SB1203  HISTORY     - 1986     MONUMENTED       WAHC
 SB1203
 SB1203                          STATION DESCRIPTION
 SB1203
 SB1203'DESCRIBED BY WASHINGTON STATE HIGHWAY COMMISSION 1986
 SB1203'FROM THE GRADE SCHOOL AT PACKWOOD, GO NORTHEAST ON STATE ROUTE 123 FOR
 SB1203'23.3 MILES, THENCE RIGHT, NORTHEAST ON U.S. HIGHWAY 410 FOR 9.2 MILES
 SB1203'AT MORSE CREEK, 104 FEET NORTH 8 DEG WEST FROM NORTHEAST CORNER OF
 SB1203'PAVEMENT SEAT OF NEW BRIDGE, 15 FEET RIGHT OF CLIFF LEADING TO CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0560 ***********************************************************************
 SB0560  DESIGNATION -  F 294
 SB0560  PID         -  SB0560
 SB0560  STATE/COUNTY-  WA/YAKIMA
 SB0560  USGS QUAD   -  SELAH (1985)
 SB0560
 SB0560                         *CURRENT SURVEY CONTROL
 SB0560  ___________________________________________________________________
 SB0560* NAD 83(1986)-  46 38 36.     (N)    120 35 58.     (W)     SCALED    
 SB0560* NAVD 88     -       368.631  (meters)    1209.42   (feet)  POSTED    
 SB0560  ___________________________________________________________________
 SB0560  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 SB0560  DYNAMIC HT  -         368.630 (meters)    1209.41  (feet)  COMP
 SB0560  MODELED GRAV-     980,597.4   (mgal)                       NAVD 88
 SB0560
 SB0560  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0560
 SB0560.The horizontal coordinates were scaled from a topographic map and have
 SB0560.an estimated accuracy of +/- 6 seconds.
 SB0560
 SB0560.The orthometric height was determined by differential leveling
 SB0560.and adjusted by the National Geodetic Survey in 1992..
 SB0560.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0560.rate of 1.1 thru 2.0 mm/km.
 SB0560
 SB0560.The geoid height was determined by GEOID03.
 SB0560
 SB0560.The dynamic height is computed by dividing the NAVD 88
 SB0560.geopotential number by the normal gravity value computed on the
 SB0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0560.degrees latitude (g = 980.6199 gals.).
 SB0560
 SB0560.The modeled gravity was interpolated from observed gravity values.
 SB0560
 SB0560;                    North         East    Units  Estimated Accuracy
 SB0560;SPC WA S     -   145,610.      492,390.      MT  (+/- 180 meters Scaled)
 SB0560
 SB0560                          SUPERSEDED SURVEY CONTROL
 SB0560
 SB0560  NGVD 29 (??/??/92)  367.547  (m)         1205.86   (f) ADJ UNCH    2 0
 SB0560
 SB0560.Superseded values are not recommended for survey control.
 SB0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0560.See file dsdata.txt to determine how the superseded data were derived.
 SB0560
 SB0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS837683(NAD 83)
 SB0560_MARKER: DD = SURVEY DISK
 SB0560_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0560_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SB0560_STAMPING: F 294 1946
 SB0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0560
 SB0560  HISTORY     - Date     Condition        Report By
 SB0560  HISTORY     - 1946     MONUMENTED       CGS
 SB0560  HISTORY     - 1969     GOOD             NGS
 SB0560
 SB0560                          STATION DESCRIPTION
 SB0560
 SB0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 SB0560'6 MI NW FROM YAKIMA.
 SB0560'THE MARK IS 5.7 MILES NORTHWEST ALONG U.S. HIGHWAY 12 FROM ITS
 SB0560'INTERSECTION WITH U.S. HIGHWAY 97 IN YAKIMA, 1.05 MILES NORTHWEST OF
 SB0560'THE BRIDGE OVER THE NACHES RIVER, 70 FEET NORTH OF POWER POLE NO.
 SB0560'2136, 50 FEET NORTH OF THE CENTER OF A SIDE ROAD RIGHT, 50 FEET
 SB0560'NORTHEAST OF THE CENTER OF THE HIGHWAY, 35 FEET SOUTHWEST OF THE
 SB0560'SOUTHWEST RAIL OF THE RAILROAD, 1 FOOT WEST OF A CONCRETE HIGHWAY
 SB0560'RIGHT-OF-WAY POST, 1 FOOT EAST OF A METAL WITNESS POST AND ABOUT 1
 SB0560'FOOT LOWER THAN THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0588 ***********************************************************************
 SB0588  DESIGNATION -  F 295
 SB0588  PID         -  SB0588
 SB0588  STATE/COUNTY-  WA/YAKIMA
 SB0588  USGS QUAD   -  NILE (1987)
 SB0588
 SB0588                         *CURRENT SURVEY CONTROL
 SB0588  ___________________________________________________________________
 SB0588* NAD 83(1986)-  46 51 42.     (N)    120 57 17.     (W)     SCALED    
 SB0588* NAVD 88     -       635.087  (meters)    2083.61   (feet)  POSTED    
 SB0588  ___________________________________________________________________
 SB0588  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 SB0588  DYNAMIC HT  -         635.040 (meters)    2083.46  (feet)  COMP
 SB0588  MODELED GRAV-     980,526.5   (mgal)                       NAVD 88
 SB0588
 SB0588  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SB0588
 SB0588.The horizontal coordinates were scaled from a topographic map and have
 SB0588.an estimated accuracy of +/- 6 seconds.
 SB0588
 SB0588.The orthometric height was determined by differential leveling
 SB0588.and adjusted by the National Geodetic Survey in 1992..
 SB0588.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SB0588.rate of 1.1 thru 2.0 mm/km.
 SB0588
 SB0588.The geoid height was determined by GEOID03.
 SB0588
 SB0588.The dynamic height is computed by dividing the NAVD 88
 SB0588.geopotential number by the normal gravity value computed on the
 SB0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0588.degrees latitude (g = 980.6199 gals.).
 SB0588
 SB0588.The modeled gravity was interpolated from observed gravity values.
 SB0588
 SB0588;                    North         East    Units  Estimated Accuracy
 SB0588;SPC WA S     -   169,980.      465,330.      MT  (+/- 180 meters Scaled)
 SB0588
 SB0588                          SUPERSEDED SURVEY CONTROL
 SB0588
 SB0588  NGVD 29 (??/??/92)  633.921  (m)         2079.79   (f) ADJ UNCH    2 0
 SB0588
 SB0588.Superseded values are not recommended for survey control.
 SB0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0588.See file dsdata.txt to determine how the superseded data were derived.
 SB0588
 SB0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS558918(NAD 83)
 SB0588_MARKER: DB = BENCH MARK DISK
 SB0588_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SB0588_SP_SET: METAL PIPE IMBEDDED IN GROUND
 SB0588_STAMPING: F 295 1946
 SB0588_MARK LOGO: CGS   
 SB0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0588+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1990
 SB0588
 SB0588  HISTORY     - Date     Condition        Report By
 SB0588  HISTORY     - 1946     MONUMENTED       CGS
 SB0588  HISTORY     - 1961     GOOD             NGS
 SB0588  HISTORY     - 19900919 GOOD             NGS
 SB0588
 SB0588                          STATION DESCRIPTION
 SB0588
 SB0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SB0588'16.3 MI NW FROM NACHES.
 SB0588'FROM THE INTERSECTION OF ALLAN STREET AND STATE HIGHWAY 410 IN NACHES,
 SB0588'GO NORTHWEST ON STATE HIGHWAY 410 FOR 16.3 MILES TO THE INTERSECTION
 SB0588'WITH NILE ROAD, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 SB0588'80 FEET NORTHWEST OF THE CENTER LINE OF NILE ROAD, 0.5 FOOT NORTHEAST
 SB0588'OF A WIRE FENCE, ABOUT 2.5 FEET LOWER THAN THE SURFACE OF THE HIGHWAY,
 SB0588'PROJECTING ABOUT 4 INCHES ABOVE THE LEVEL OF THE SURFACE OF THE
 SB0588'GROUND.
 SB0588
 SB0588                          STATION RECOVERY (1990)
 SB0588
 SB0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SB0588'THE STATION IS LOCATED ABOUT 32.8 KM (20.4 MI) SOUTHWEST OF
 SB0588'ELLENSBURG, 27.4 KM (17.0 MI) NORTHEAST OF RIMROCK, 25.7 KM
 SB0588'(16.0 MI) NORTHWEST OF NACHES, 12.8 KM (8.0 MI) SOUTHEAST OF
 SB0588'CLIFFDELL AND ON HIGHWAY RIGHT-OF-WAY.
 SB0588'TO REACH FROM THE US FOREST SERVICE RANGER STATION IN NACHES, GO
 SB0588'NORTHWEST ON US HIGHWAY 12 FOR 7.24 KM (4.50 MI) TO THE JUNCTION OF
 SB0588'STATE ROUTE 410.  BEAR RIGHT AND GO NORTHWEST ON STATE ROUTE 410 FOR
 SB0588'19.0 KM (11.8 MI) TO A SIDE ROAD LEFT, NILE ROAD, AND THE STATION ON
 SB0588'THE LEFT.
 SB0588'THE MARK IS WELDED TO THE TOP OF A 3 1/2 INCH IRON PIPE THAT PROJECTS
 SB0588'0.03 M (0.10 FT) ABOVE THE GROUND SURFACE.  IT IS 24.4 M (80.1 FT)
 SB0588'NORTHWEST OF THE CENTER NILE ROAD, 14.3 M (46.9 FT) SOUTHWEST OF THE
 SB0588'CENTER OF STATE ROUTE 410 AND 0.6 M (2.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0026 ***********************************************************************
 SD0026  DESIGNATION -  F 295
 SD0026  PID         -  SD0026
 SD0026  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0026  USGS QUAD   -  GRAYLAND (1994)
 SD0026
 SD0026                         *CURRENT SURVEY CONTROL
 SD0026  ___________________________________________________________________
 SD0026* NAD 83(1986)-  46 52 22.     (N)    124 06 14.     (W)     SCALED    
 SD0026* NAVD 88     -        12.075  (meters)      39.62   (feet)  ADJUSTED  
 SD0026  ___________________________________________________________________
 SD0026  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 SD0026  DYNAMIC HT  -          12.076 (meters)      39.62  (feet)  COMP
 SD0026  MODELED GRAV-     980,738.7   (mgal)                       NAVD 88
 SD0026
 SD0026  VERT ORDER  -  FIRST     CLASS II
 SD0026
 SD0026.The horizontal coordinates were scaled from a topographic map and have
 SD0026.an estimated accuracy of +/- 6 seconds.
 SD0026
 SD0026.The orthometric height was determined by differential leveling
 SD0026.and adjusted by the National Geodetic Survey in June 1991..
 SD0026
 SD0026.The geoid height was determined by GEOID03.
 SD0026
 SD0026.The dynamic height is computed by dividing the NAVD 88
 SD0026.geopotential number by the normal gravity value computed on the
 SD0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0026.degrees latitude (g = 980.6199 gals.).
 SD0026
 SD0026.The modeled gravity was interpolated from observed gravity values.
 SD0026
 SD0026;                    North         East    Units  Estimated Accuracy
 SD0026;SPC WA S     -   177,390.      225,370.      MT  (+/- 180 meters Scaled)
 SD0026
 SD0026                          SUPERSEDED SURVEY CONTROL
 SD0026
 SD0026  NGVD 29 (??/??/92)   11.076  (m)           36.34   (f) ADJ UNCH    1 2
 SD0026
 SD0026.Superseded values are not recommended for survey control.
 SD0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0026.See file dsdata.txt to determine how the superseded data were derived.
 SD0026
 SD0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS158916(NAD 83)
 SD0026_MARKER: DB = BENCH MARK DISK
 SD0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0026_STAMPING: F 295 1947
 SD0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0026+STABILITY: SURFACE MOTION
 SD0026
 SD0026  HISTORY     - Date     Condition        Report By
 SD0026  HISTORY     - 1947     MONUMENTED       CGS
 SD0026  HISTORY     - 1968     GOOD             NGS
 SD0026  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SD0026
 SD0026                          STATION DESCRIPTION
 SD0026
 SD0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SD0026'1.45 MI S FROM WESTPORT.
 SD0026'1.45 MILES SOUTH ALONG MONTESANO AVENUE FROM THE POST OFFICE AT
 SD0026'WESTPORT, IN R12W T16N, SECTION 13, 0.1 MILE SOUTH OF THE SOUTH CITY
 SD0026'LIMITS OF WESTPORT, 1 1/2 TELEPHONE POLES SOUTH OF THE SOUTH ENTRANCE
 SD0026'TO SPORTSMAN MOTEL, 46 1/2 FEET WEST OF THE CENTER LINE OF THE AVENUE,
 SD0026'301 FEET WEST-SOUTHWEST AND ACROSS THE AVENUE FROM THE SOUTHWEST
 SD0026'CORNER OF A CONCRETE BLOCK HOUSE, 103 FEET NORTH OF THE EXTENDED
 SD0026'CENTER LINE OF A ROAD EAST, 78 FEET NORTH-NORTHWEST OF TELEPHONE POLE
 SD0026'5560 WITH GREEN BOX NO. 420, 51 1/2 FEET SOUTH-SOUTHWEST OF TELEPHONE
 SD0026'POLE L 20 5559, 3 FEET SOUTHEAST OF A SMALL FORKED TREE, 17 FEET SOUTH
 SD0026'OF THE EXTENDED CENTER LINE OF A DRIVEWAY TO THE HOUSE, 1.0 FOOT SOUTH
 SD0026'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE AVENUE, AND SET IN THE
 SD0026'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SD0026
 SD0026                          STATION RECOVERY (1988)
 SD0026
 SD0026'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SD0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0314 ***********************************************************************
 SY0314  DESIGNATION -  F 296
 SY0314  PID         -  SY0314
 SY0314  STATE/COUNTY-  WA/KING
 SY0314  USGS QUAD   -  
 SY0314
 SY0314                         *CURRENT SURVEY CONTROL
 SY0314  ___________________________________________________________________
 SY0314* NAD 83(1986)-  47 40 58.     (N)    122 23 11.     (W)     SCALED    
 SY0314* NAVD 88     -        77.856  (meters)     255.43   (feet)  ADJUSTED  
 SY0314  ___________________________________________________________________
 SY0314  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SY0314  DYNAMIC HT  -          77.866 (meters)     255.47  (feet)  COMP
 SY0314  MODELED GRAV-     980,730.8   (mgal)                       NAVD 88
 SY0314
 SY0314  VERT ORDER  -  FIRST     CLASS I
 SY0314
 SY0314.The horizontal coordinates were scaled from a topographic map and have
 SY0314.an estimated accuracy of +/- 6 seconds.
 SY0314
 SY0314.The orthometric height was determined by differential leveling
 SY0314.and adjusted by the National Geodetic Survey in June 1991..
 SY0314
 SY0314.The geoid height was determined by GEOID03.
 SY0314
 SY0314.The dynamic height is computed by dividing the NAVD 88
 SY0314.geopotential number by the normal gravity value computed on the
 SY0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0314.degrees latitude (g = 980.6199 gals.).
 SY0314
 SY0314.The modeled gravity was interpolated from observed gravity values.
 SY0314
 SY0314;                    North         East    Units  Estimated Accuracy
 SY0314;SPC WA N     -    77,090.      383,410.      MT  (+/- 180 meters Scaled)
 SY0314
 SY0314                          SUPERSEDED SURVEY CONTROL
 SY0314
 SY0314  NGVD 29 (??/??/??)   76.773  (m)          251.88   (f) ADJUSTED    1 1
 SY0314
 SY0314.Superseded values are not recommended for survey control.
 SY0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0314.See file dsdata.txt to determine how the superseded data were derived.
 SY0314
 SY0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET460812(NAD 83)
 SY0314_MARKER: DB = BENCH MARK DISK
 SY0314_SETTING: 0 = UNSPECIFIED SETTING
 SY0314_STAMPING: F 296 1947
 SY0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0314+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 SY0314
 SY0314  HISTORY     - Date     Condition        Report By
 SY0314  HISTORY     - 1947     MONUMENTED       CGS
 SY0314  HISTORY     - 1973     GOOD             NGS
 SY0314  HISTORY     - 1983     GOOD             USPSQD
 SY0314  HISTORY     - 1988     GOOD             USPSQD
 SY0314  HISTORY     - 20010421 GOOD             USPSQD
 SY0314  HISTORY     - 20040916 GOOD             LOCSUR
 SY0314  HISTORY     - 20060606 GOOD             USPSQD
 SY0314
 SY0314                          STATION DESCRIPTION
 SY0314
 SY0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0314'IN SEATTLE.
 SY0314'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF JONES AVENUE NW AND NW
 SY0314'75TH STREET, 26.1 FEET SOUTH OF THE CENTERLINE OF THE STREET, 20 FEET
 SY0314'WEST OF THE CENTERLINE OF THE AVENUE, 7 1/2 FEET SOUTH OF A POWER POLE
 SY0314'WITH A STREET LIGHT ON IT, 6 FEET WEST OF THE WEST CURB OF THE AVENUE,
 SY0314'0.8 FEET EAST OF THE EAST EDGE OF THE SIDEWALK, ABOUT LEVEL WITH THE
 SY0314'GROUND, 0.5 FOOT ABOVE THE STREET.  1/4, SEC 2, T 25N, R 3E.
 SY0314
 SY0314                          STATION RECOVERY (1983)
 SY0314
 SY0314'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0314'RECOVERED IN GOOD CONDITION.
 SY0314
 SY0314                          STATION RECOVERY (1988)
 SY0314
 SY0314'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAG)
 SY0314'RECOVERED IN GOOD CONDITION.
 SY0314
 SY0314                          STATION RECOVERY (2001)
 SY0314
 SY0314'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY0314'RECOVERED IN GOOD CONDITION.
 SY0314
 SY0314                          STATION RECOVERY (2004)
 SY0314
 SY0314'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RDH)
 SY0314'STATION IS SUITABLE FOR GPS OBSERVATIONS.
 SY0314' 
 SY0314'WAAS CORRECTED NAD 83 GPS COORDINATES
 SY0314'47 40 59.3(N)  122 23 11.7(W)
 SY0314
 SY0314                          STATION RECOVERY (2006)
 SY0314
 SY0314'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0050 ***********************************************************************
 SY0050  DESIGNATION -  F 297
 SY0050  PID         -  SY0050
 SY0050  STATE/COUNTY-  WA/SNOHOMISH
 SY0050  USGS QUAD   -  MUKILTEO (1978)
 SY0050
 SY0050                         *CURRENT SURVEY CONTROL
 SY0050  ___________________________________________________________________
 SY0050* NAD 83(1986)-  47 55 16.     (N)    122 18 00.     (W)     SCALED    
 SY0050* NAVD 88     -       135.638  (meters)     445.01   (feet)  ADJUSTED  
 SY0050  ___________________________________________________________________
 SY0050  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY0050  DYNAMIC HT  -         135.659 (meters)     445.07  (feet)  COMP
 SY0050  MODELED GRAV-     980,765.8   (mgal)                       NAVD 88
 SY0050
 SY0050  VERT ORDER  -  FIRST     CLASS II
 SY0050
 SY0050.The horizontal coordinates were scaled from a topographic map and have
 SY0050.an estimated accuracy of +/- 6 seconds.
 SY0050
 SY0050.The orthometric height was determined by differential leveling
 SY0050.and adjusted by the National Geodetic Survey in June 1991..
 SY0050
 SY0050.The geoid height was determined by GEOID03.
 SY0050
 SY0050.The dynamic height is computed by dividing the NAVD 88
 SY0050.geopotential number by the normal gravity value computed on the
 SY0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0050.degrees latitude (g = 980.6199 gals.).
 SY0050
 SY0050.The modeled gravity was interpolated from observed gravity values.
 SY0050
 SY0050;                    North         East    Units  Estimated Accuracy
 SY0050;SPC WA N     -   103,460.      390,400.      MT  (+/- 180 meters Scaled)
 SY0050
 SY0050                          SUPERSEDED SURVEY CONTROL
 SY0050
 SY0050  NGVD 29 (??/??/??)  134.528  (m)          441.36   (f) ADJUSTED    1 2
 SY0050
 SY0050.Superseded values are not recommended for survey control.
 SY0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0050.See file dsdata.txt to determine how the superseded data were derived.
 SY0050
 SY0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU522077(NAD 83)
 SY0050_MARKER: DB = BENCH MARK DISK
 SY0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0050_STAMPING: F 297 1947
 SY0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0050+STABILITY: SURFACE MOTION
 SY0050
 SY0050  HISTORY     - Date     Condition        Report By
 SY0050  HISTORY     - 1947     MONUMENTED       CGS
 SY0050  HISTORY     - 1969     MARK NOT FOUND   CGS
 SY0050  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 SY0050  HISTORY     - 20041120 GOOD             USPSQD
 SY0050
 SY0050                          STATION DESCRIPTION
 SY0050
 SY0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SY0050'2.0 MI S FROM MUKILTEO.
 SY0050'2.0 MILES SOUTH ALONG STATE HIGHWAY 1I FROM THE GREAT NORTHERN
 SY0050'RAILROAD STATION AT MUKILTEO, 184 FEET SOUTHWEST OF THE INTERSECTION
 SY0050'OF THE CENTER LINES OF THE HIGHWAY AND A PAVED ROAD LEADING EAST AND A
 SY0050'GRAVEL ROAD LEADING WEST, 120 FEET SOUTH OF THE SOUTHEAST CORNER OF
 SY0050'THE PORCH IN FRONT OF NELSONS CORNER STORE AND SERVICE STATION, 52.5
 SY0050'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET NORTHWEST OF A
 SY0050'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 SY0050'ABOVE THE GROUND.  WITNESS POST SET 2.5 FEET WEST OF THE MARK.
 SY0050
 SY0050                          STATION RECOVERY (1969)
 SY0050
 SY0050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 SY0050'MARK NOT FOUND.
 SY0050
 SY0050                          STATION RECOVERY (1999)
 SY0050
 SY0050'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0050'MARK NOT FOUND.
 SY0050
 SY0050                          STATION RECOVERY (2004)
 SY0050
 SY0050'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEG)
 SY0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0342 ***********************************************************************
 SY0342  DESIGNATION -  F 298 C OF S
 SY0342  PID         -  SY0342
 SY0342  STATE/COUNTY-  WA/KING
 SY0342  USGS QUAD   -  POVERTY BAY (1994)
 SY0342
 SY0342                         *CURRENT SURVEY CONTROL
 SY0342  ___________________________________________________________________
 SY0342* NAD 83(1986)-  47 36 05.     (N)    122 17 44.     (W)     SCALED    
 SY0342* NAVD 88     -       102.665  (meters)     336.83   (feet)  ADJUSTED  
 SY0342  ___________________________________________________________________
 SY0342  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 SY0342  DYNAMIC HT  -         102.676 (meters)     336.86  (feet)  COMP
 SY0342  MODELED GRAV-     980,714.5   (mgal)                       NAVD 88
 SY0342
 SY0342  VERT ORDER  -  FIRST     CLASS II
 SY0342
 SY0342.The horizontal coordinates were scaled from a topographic map and have
 SY0342.an estimated accuracy of +/- 6 seconds.
 SY0342
 SY0342.The orthometric height was determined by differential leveling
 SY0342.and adjusted by the National Geodetic Survey in June 1991..
 SY0342
 SY0342.The geoid height was determined by GEOID03.
 SY0342
 SY0342.The dynamic height is computed by dividing the NAVD 88
 SY0342.geopotential number by the normal gravity value computed on the
 SY0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0342.degrees latitude (g = 980.6199 gals.).
 SY0342
 SY0342.The modeled gravity was interpolated from observed gravity values.
 SY0342
 SY0342;                    North         East    Units  Estimated Accuracy
 SY0342;SPC WA N     -    67,910.      390,050.      MT  (+/- 180 meters Scaled)
 SY0342
 SY0342                          SUPERSEDED SURVEY CONTROL
 SY0342
 SY0342  NGVD 29 (??/??/??)  101.574  (m)          333.25   (f) ADJUSTED    1 2
 SY0342
 SY0342.Superseded values are not recommended for survey control.
 SY0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0342.See file dsdata.txt to determine how the superseded data were derived.
 SY0342
 SY0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET529722(NAD 83)
 SY0342_MARKER: Z = SEE DESCRIPTION
 SY0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0342+STABILITY: SURFACE MOTION
 SY0342
 SY0342  HISTORY     - Date     Condition        Report By
 SY0342  HISTORY     - UNK      MONUMENTED       WA1960
 SY0342  HISTORY     - 1965     GOOD             CGS
 SY0342
 SY0342                          STATION DESCRIPTION
 SY0342
 SY0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0342'IN SEATTLE.
 SY0342'AT SEATTLE, AT THE INTERSECTION OF THE CENTER LINES OF YESLER WAY AND
 SY0342'29TH AVENUE S., 3.5 FEET WEST OF A MONUMENT COVER ON THE CENTER LINE
 SY0342'OF 29TH AVENUE N., A COPPER PLUG SET IN THE TOP OF A CONCRETE POST
 SY0342'0.8 FT UNDERGROUND. ACCESS TO THE MARK IS THRU A MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0274 ***********************************************************************
 SX0274  DESIGNATION -  F 299
 SX0274  PID         -  SX0274
 SX0274  STATE/COUNTY-  WA/CHELAN
 SX0274  USGS QUAD   -  MISSION PEAK (1987)
 SX0274
 SX0274                         *CURRENT SURVEY CONTROL
 SX0274  ___________________________________________________________________
 SX0274* NAD 83(1986)-  47 19 00.     (N)    120 23 31.     (W)     SCALED    
 SX0274* NAVD 88     -      1072.442  (meters)    3518.50   (feet)  ADJUSTED  
 SX0274  ___________________________________________________________________
 SX0274  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 SX0274  DYNAMIC HT  -        1072.379 (meters)    3518.30  (feet)  COMP
 SX0274  MODELED GRAV-     980,517.3   (mgal)                       NAVD 88
 SX0274
 SX0274  VERT ORDER  -  SECOND    CLASS 0
 SX0274
 SX0274.The horizontal coordinates were scaled from a topographic map and have
 SX0274.an estimated accuracy of +/- 6 seconds.
 SX0274
 SX0274.The orthometric height was determined by differential leveling
 SX0274.and adjusted by the National Geodetic Survey in June 1991..
 SX0274
 SX0274.The geoid height was determined by GEOID03.
 SX0274
 SX0274.The dynamic height is computed by dividing the NAVD 88
 SX0274.geopotential number by the normal gravity value computed on the
 SX0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0274.degrees latitude (g = 980.6199 gals.).
 SX0274
 SX0274.The modeled gravity was interpolated from observed gravity values.
 SX0274
 SX0274;                    North         East    Units  Estimated Accuracy
 SX0274;SPC WA N     -    35,300.      533,370.      MT  (+/- 180 meters Scaled)
 SX0274
 SX0274                          SUPERSEDED SURVEY CONTROL
 SX0274
 SX0274  NGVD 29 (??/??/92) 1071.256  (m)         3514.61   (f) ADJ UNCH    2 0
 SX0274
 SX0274.Superseded values are not recommended for survey control.
 SX0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0274.See file dsdata.txt to determine how the superseded data were derived.
 SX0274
 SX0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT970436(NAD 83)
 SX0274_MARKER: DB = BENCH MARK DISK
 SX0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0274_STAMPING: F 299 1947
 SX0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0274+STABILITY: SURFACE MOTION
 SX0274
 SX0274  HISTORY     - Date     Condition        Report By
 SX0274  HISTORY     - 1947     MONUMENTED       CGS
 SX0274
 SX0274                          STATION DESCRIPTION
 SX0274
 SX0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0274'9.1 MI SW FROM SOUTH WENATCHEE.
 SX0274'0.5 MILE WEST ALONG TERMINAL AVENUE FROM THE SOUTH WENATCHEE SCHOOL AT
 SX0274'SOUTH WENATCHEE, THENCE 6.9 MILES SOUTHWEST ALONG SQUILLCHUCK ROAD,
 SX0274'THENCE 1.7 MILES WEST ALONG THE MISSION PEAK FOREST SERVICE ROAD, AT A
 SX0274'SMALL FLAT, AT THE APPROXIMATE CENTER OF AN S CURVE, 20 FEET EAST OF
 SX0274'THE CENTER LINE OF THE ROAD, 12.2 FEET WEST OF A 16-INCH
 SX0274'TRIANGLE-BLAZED PINE TREE, AND SET IN THE TOP OF A CONCRETE POST
 SX0274'PROJECTING 0.4 FOOT ABOVE THE GROUND.  WITNESS POST SET 2.6 FEET SOUTH
 SX0274'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0186 ***********************************************************************
 TP0186  DESIGNATION -  F 30
 TP0186  PID         -  TP0186
 TP0186  STATE/COUNTY-  WA/FERRY
 TP0186  USGS QUAD   -  NESPELEM NE (1993)
 TP0186
 TP0186                         *CURRENT SURVEY CONTROL
 TP0186  ___________________________________________________________________
 TP0186* NAD 83(1986)-  48 11 25.     (N)    118 48 16.     (W)     SCALED    
 TP0186* NAVD 88     -       888.483  (meters)    2914.96   (feet)  ADJUSTED  
 TP0186  ___________________________________________________________________
 TP0186  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 TP0186  DYNAMIC HT  -         888.520 (meters)    2915.09  (feet)  COMP
 TP0186  MODELED GRAV-     980,622.9   (mgal)                       NAVD 88
 TP0186
 TP0186  VERT ORDER  -  FIRST     CLASS II
 TP0186
 TP0186.The horizontal coordinates were scaled from a topographic map and have
 TP0186.an estimated accuracy of +/- 6 seconds.
 TP0186
 TP0186.The orthometric height was determined by differential leveling
 TP0186.and adjusted by the National Geodetic Survey in June 1991..
 TP0186
 TP0186.The geoid height was determined by GEOID03.
 TP0186
 TP0186.The dynamic height is computed by dividing the NAVD 88
 TP0186.geopotential number by the normal gravity value computed on the
 TP0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0186.degrees latitude (g = 980.6199 gals.).
 TP0186
 TP0186.The modeled gravity was interpolated from observed gravity values.
 TP0186
 TP0186;                    North         East    Units  Estimated Accuracy
 TP0186;SPC WA N     -   134,330.      650,820.      MT  (+/- 180 meters Scaled)
 TP0186
 TP0186                          SUPERSEDED SURVEY CONTROL
 TP0186
 TP0186  NGVD 29 (??/??/92)  887.203  (m)         2910.77   (f) ADJ UNCH    1 2
 TP0186
 TP0186.Superseded values are not recommended for survey control.
 TP0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0186.See file dsdata.txt to determine how the superseded data were derived.
 TP0186
 TP0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP658390(NAD 83)
 TP0186_MARKER: DB = BENCH MARK DISK
 TP0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0186_STAMPING: F 30 1933
 TP0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0186+STABILITY: SURFACE MOTION
 TP0186
 TP0186  HISTORY     - Date     Condition        Report By
 TP0186  HISTORY     - 1933     MONUMENTED       CGS
 TP0186  HISTORY     - 1985     GOOD             USPSQD
 TP0186
 TP0186                          STATION DESCRIPTION
 TP0186
 TP0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0186'9.8 MI E FROM NESPELEM.
 TP0186'40 FEET WEST OF CENTER LINE OF NESPELEM-KELLER ROAD AT THE NORTH END
 TP0186'OF A SHARP CURVE, 20 FEET SOUTH OF A TWO FEET PINE TREE.
 TP0186
 TP0186                          STATION RECOVERY (1985)
 TP0186
 TP0186'RECOVERY NOTE BY US POWER SQUADRON 1985 (RRB)
 TP0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0330 ***********************************************************************
 SX0330  DESIGNATION -  F 300
 SX0330  PID         -  SX0330
 SX0330  STATE/COUNTY-  WA/CHELAN
 SX0330  USGS QUAD   -  MONITOR (1987)
 SX0330
 SX0330                         *CURRENT SURVEY CONTROL
 SX0330  ___________________________________________________________________
 SX0330* NAD 83(1986)-  47 28 08.     (N)    120 29 33.     (W)     SCALED    
 SX0330* NAVD 88     -       343.868  (meters)    1128.17   (feet)  ADJUSTED  
 SX0330  ___________________________________________________________________
 SX0330  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 SX0330  DYNAMIC HT  -         343.881 (meters)    1128.22  (feet)  COMP
 SX0330  MODELED GRAV-     980,641.6   (mgal)                       NAVD 88
 SX0330
 SX0330  VERT ORDER  -  SECOND    CLASS 0
 SX0330
 SX0330.The horizontal coordinates were scaled from a topographic map and have
 SX0330.an estimated accuracy of +/- 6 seconds.
 SX0330
 SX0330.The orthometric height was determined by differential leveling
 SX0330.and adjusted by the National Geodetic Survey in June 1991..
 SX0330
 SX0330.The geoid height was determined by GEOID03.
 SX0330
 SX0330.The dynamic height is computed by dividing the NAVD 88
 SX0330.geopotential number by the normal gravity value computed on the
 SX0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0330.degrees latitude (g = 980.6199 gals.).
 SX0330
 SX0330.The modeled gravity was interpolated from observed gravity values.
 SX0330
 SX0330;                    North         East    Units  Estimated Accuracy
 SX0330;SPC WA N     -    52,190.      525,700.      MT  (+/- 180 meters Scaled)
 SX0330
 SX0330                          SUPERSEDED SURVEY CONTROL
 SX0330
 SX0330  NGVD 29 (??/??/92)  342.710  (m)         1124.37   (f) ADJ UNCH    2 0
 SX0330
 SX0330.Superseded values are not recommended for survey control.
 SX0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0330.See file dsdata.txt to determine how the superseded data were derived.
 SX0330
 SX0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT889603(NAD 83)
 SX0330_MARKER: DB = BENCH MARK DISK
 SX0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0330_SP_SET: PILLAR
 SX0330_STAMPING: F 300 1947
 SX0330_MARK LOGO: CGS   
 SX0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0330
 SX0330  HISTORY     - Date     Condition        Report By
 SX0330  HISTORY     - 1947     MONUMENTED       CGS
 SX0330  HISTORY     - 1982     GOOD             NGS
 SX0330
 SX0330                          STATION DESCRIPTION
 SX0330
 SX0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SX0330'4.1 MI SE FROM CASHMERE.
 SX0330'4.1 MILES SOUTHEAST ALONG MISSION CREEK ROAD FROM THE FRANCES WILLARD
 SX0330'HIGH SCHOOL AT CASHMERE, ABOUT 45 YARDS SOUTH OF A DIRT ROAD LEADING
 SX0330'WEST TO SHERMAN CANYON, AT THE HOME OF FRANK B. HURT, SET IN THE TOP
 SX0330'OF THE LOWER SOUTH CONCRETE PILLAR OF THE CONCRETE STEPS LEADING TO
 SX0330'THE HOUSE, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4
 SX0330'FEET ABOVE THE ROAD.
 SX0330
 SX0330                          STATION RECOVERY (1982)
 SX0330
 SX0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0243 ***********************************************************************
 SB0243  DESIGNATION -  F 302
 SB0243  PID         -  SB0243
 SB0243  STATE/COUNTY-  WA/KITTITAS
 SB0243  USGS QUAD   -  BOYLSTON (1953)
 SB0243
 SB0243                         *CURRENT SURVEY CONTROL
 SB0243  ___________________________________________________________________
 SB0243* NAD 83(1986)-  46 57 39.     (N)    120 08 52.     (W)     SCALED    
 SB0243* NAVD 88     -       653.570  (meters)    2144.25   (feet)  ADJUSTED  
 SB0243  ___________________________________________________________________
 SB0243  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 SB0243  DYNAMIC HT  -         653.558 (meters)    2144.21  (feet)  COMP
 SB0243  MODELED GRAV-     980,575.2   (mgal)                       NAVD 88
 SB0243
 SB0243  VERT ORDER  -  SECOND    CLASS 0
 SB0243
 SB0243.The horizontal coordinates were scaled from a topographic map and have
 SB0243.an estimated accuracy of +/- 6 seconds.
 SB0243
 SB0243.The orthometric height was determined by differential leveling
 SB0243.and adjusted by the National Geodetic Survey in June 1991..
 SB0243
 SB0243.The geoid height was determined by GEOID03.
 SB0243
 SB0243.The dynamic height is computed by dividing the NAVD 88
 SB0243.geopotential number by the normal gravity value computed on the
 SB0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0243.degrees latitude (g = 980.6199 gals.).
 SB0243
 SB0243.The modeled gravity was interpolated from observed gravity values.
 SB0243
 SB0243;                    North         East    Units  Estimated Accuracy
 SB0243;SPC WA S     -   180,960.      526,810.      MT  (+/- 180 meters Scaled)
 SB0243
 SB0243                          SUPERSEDED SURVEY CONTROL
 SB0243
 SB0243  NGVD 29 (??/??/92)  652.437  (m)         2140.54   (f) ADJ UNCH    2 0
 SB0243
 SB0243.Superseded values are not recommended for survey control.
 SB0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0243.See file dsdata.txt to determine how the superseded data were derived.
 SB0243
 SB0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT169047(NAD 83)
 SB0243_MARKER: DB = BENCH MARK DISK
 SB0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0243_SP_SET: BRIDGE
 SB0243_STAMPING: F 302 1947
 SB0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0243
 SB0243  HISTORY     - Date     Condition        Report By
 SB0243  HISTORY     - 1947     MONUMENTED       CGS
 SB0243  HISTORY     - 1957     GOOD             NGS
 SB0243
 SB0243                          STATION DESCRIPTION
 SB0243
 SB0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SB0243'9.2 MI W FROM VANTAGE.
 SB0243'9.2 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE WEST END OF VANTAGE
 SB0243'BRIDGE OVER THE COLUMBIA RIVER AT VANTAGE, ABOUT 75 YARDS EAST OF A
 SB0243'TRACK ROAD LEADING SOUTHEAST, SET IN THE TOP OF THE NORTHEAST CORNER
 SB0243'OF THE NORTH CONCRETE HEADWALL OF A CONCRETE BRIDGE, 1.8 FEET WEST OF
 SB0243'THE EAST END OF THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 SB0243
 SB0243                          STATION RECOVERY (1957)
 SB0243
 SB0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 SB0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0803 ***********************************************************************
 SW0803  DESIGNATION -  F 302
 SW0803  PID         -  SW0803
 SW0803  STATE/COUNTY-  WA/GRANT
 SW0803  USGS QUAD   -  MOSES LAKE SOUTH (1978)
 SW0803
 SW0803                         *CURRENT SURVEY CONTROL
 SW0803  ___________________________________________________________________
 SW0803* NAD 83(1986)-  47 06 10.     (N)    119 19 29.     (W)     SCALED    
 SW0803* NAVD 88     -       320.39   (+/-2cm)    1051.1    (feet)  VERTCON   
 SW0803  ___________________________________________________________________
 SW0803  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 SW0803
 SW0803  VERT ORDER  -  ? (See Below)
 SW0803
 SW0803.The horizontal coordinates were scaled from a topographic map and have
 SW0803.an estimated accuracy of +/- 6 seconds.
 SW0803
 SW0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0803.The vertical order pertains to the NGVD 29 superseded value.
 SW0803
 SW0803.The geoid height was determined by GEOID03.
 SW0803
 SW0803;                    North         East    Units  Estimated Accuracy
 SW0803;SPC WA S     -   197,340.      589,210.      MT  (+/- 180 meters Scaled)
 SW0803
 SW0803                          SUPERSEDED SURVEY CONTROL
 SW0803
 SW0803  NGVD 29 (??/??/92)  319.271  (m)         1047.47   (f) ADJ UNCH    ?  
 SW0803
 SW0803.Superseded values are not recommended for survey control.
 SW0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0803.See file dsdata.txt to determine how the superseded data were derived.
 SW0803
 SW0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN236192(NAD 83)
 SW0803_MARKER: S = SPIKE
 SW0803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0803_SP_SET: POLE
 SW0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0803
 SW0803  HISTORY     - Date     Condition        Report By
 SW0803  HISTORY     - UNK      MONUMENTED       BOR
 SW0803  HISTORY     - 1935     GOOD             NGS
 SW0803  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0803
 SW0803                          STATION DESCRIPTION
 SW0803
 SW0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0803'3.3 MI SW FROM NEPPEL.
 SW0803'3.3 MILES SOUTHWEST ALONG A ROAD FROM NEPPEL, GRANT COUNTY, AND AT THE
 SW0803'WEST END OF A LAKE WHICH IS BETWEEN TWO POWER-TRANSMISSION LINE POLES
 SW0803'WEST OF A BRIDGE.  A SPIKE DRIVEN IN A POLE, FLANKED BY THE PAINTED
 SW0803'LETTERS B.M. F 302.
 SW0803
 SW0803                          STATION RECOVERY (1968)
 SW0803
 SW0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0200 ***********************************************************************
 SB0200  DESIGNATION -  F 303
 SB0200  PID         -  SB0200
 SB0200  STATE/COUNTY-  WA/YAKIMA
 SB0200  USGS QUAD   -  YAKIMA EAST (1985)
 SB0200
 SB0200                         *CURRENT SURVEY CONTROL
 SB0200  ___________________________________________________________________
 SB0200* NAD 83(1986)-  46 33 08.     (N)    120 22 52.     (W)     SCALED    
 SB0200* NAVD 88     -       323.877  (meters)    1062.59   (feet)  ADJUSTED  
 SB0200  ___________________________________________________________________
 SB0200  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SB0200  DYNAMIC HT  -         323.877 (meters)    1062.59  (feet)  COMP
 SB0200  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 SB0200
 SB0200  VERT ORDER  -  SECOND    CLASS 0
 SB0200
 SB0200.The horizontal coordinates were scaled from a topographic map and have
 SB0200.an estimated accuracy of +/- 6 seconds.
 SB0200
 SB0200.The orthometric height was determined by differential leveling
 SB0200.and adjusted by the National Geodetic Survey in June 1991..
 SB0200
 SB0200.The geoid height was determined by GEOID03.
 SB0200
 SB0200.The dynamic height is computed by dividing the NAVD 88
 SB0200.geopotential number by the normal gravity value computed on the
 SB0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0200.degrees latitude (g = 980.6199 gals.).
 SB0200
 SB0200.The modeled gravity was interpolated from observed gravity values.
 SB0200
 SB0200;                    North         East    Units  Estimated Accuracy
 SB0200;SPC WA S     -   135,490.      509,120.      MT  (+/- 180 meters Scaled)
 SB0200
 SB0200                          SUPERSEDED SURVEY CONTROL
 SB0200
 SB0200  NGVD 29 (??/??/92)  322.805  (m)         1059.07   (f) ADJ UNCH    2 0
 SB0200
 SB0200.Superseded values are not recommended for survey control.
 SB0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0200.See file dsdata.txt to determine how the superseded data were derived.
 SB0200
 SB0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS007587(NAD 83)
 SB0200_MARKER: DB = BENCH MARK DISK
 SB0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0200_SP_SET: WALL
 SB0200_STAMPING: F 303 1949
 SB0200_MARK LOGO: CGS   
 SB0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0200
 SB0200  HISTORY     - Date     Condition        Report By
 SB0200  HISTORY     - 1949     MONUMENTED       CGS
 SB0200  HISTORY     - 1965     MARK NOT FOUND   USGS
 SB0200  HISTORY     - 1982     GOOD             NGS
 SB0200  HISTORY     - 1990     GOOD             USPSQD
 SB0200
 SB0200                          STATION DESCRIPTION
 SB0200
 SB0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0200'IN MOXEE CITY.
 SB0200'AT MOXEE CITY, AT THE HIGH SCHOOL, SET VERTICALLY IN THE NORTH WALL,
 SB0200'59 FEET EAST OF THE CENTER OF THE MAIN ENTRANCE, 0.9 FOOT WEST OF THE
 SB0200'NORTHEAST CORNER, AND 3.0 FEET ABOVE THE GROUND.
 SB0200
 SB0200                          STATION RECOVERY (1965)
 SB0200
 SB0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SB0200'MARK NOT FOUND.
 SB0200
 SB0200                          STATION RECOVERY (1982)
 SB0200
 SB0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0200'RECOVERED IN GOOD CONDITION.
 SB0200
 SB0200                          STATION RECOVERY (1990)
 SB0200
 SB0200'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1500 ***********************************************************************
 SA1500  DESIGNATION -  F 303
 SA1500  PID         -  SA1500
 SA1500  STATE/COUNTY-  WA/GRANT
 SA1500  USGS QUAD   -  PRIEST RAPIDS NE (1986)
 SA1500
 SA1500                         *CURRENT SURVEY CONTROL
 SA1500  ___________________________________________________________________
 SA1500* NAD 83(1986)-  46 44 14.     (N)    119 51 12.     (W)     SCALED    
 SA1500* NAVD 88     -       254.00   (+/-2cm)     833.3    (feet)  VERTCON   
 SA1500  ___________________________________________________________________
 SA1500  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SA1500
 SA1500  VERT ORDER  -  ? (See Below)
 SA1500
 SA1500.The horizontal coordinates were scaled from a topographic map and have
 SA1500.an estimated accuracy of +/- 6 seconds.
 SA1500
 SA1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1500.The vertical order pertains to the NGVD 29 superseded value.
 SA1500
 SA1500.The geoid height was determined by GEOID03.
 SA1500
 SA1500;                    North         East    Units  Estimated Accuracy
 SA1500;SPC WA S     -   156,250.      549,420.      MT  (+/- 180 meters Scaled)
 SA1500
 SA1500                          SUPERSEDED SURVEY CONTROL
 SA1500
 SA1500  NGVD 29 (??/??/92)  252.914  (m)          829.77   (f) ADJ UNCH    ?  
 SA1500
 SA1500.Superseded values are not recommended for survey control.
 SA1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1500.See file dsdata.txt to determine how the superseded data were derived.
 SA1500
 SA1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM820799(NAD 83)
 SA1500_MARKER: DD = SURVEY DISK
 SA1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1500_STAMPING: F 303 1937
 SA1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1500+STABILITY: SURFACE MOTION
 SA1500
 SA1500  HISTORY     - Date     Condition        Report By
 SA1500  HISTORY     - 1937     MONUMENTED       BOR
 SA1500  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA1500  HISTORY     - 1983     MARK NOT FOUND   USGS
 SA1500
 SA1500                          STATION DESCRIPTION
 SA1500
 SA1500'DESCRIBED BY US BUREAU OF RECLAMATION 1937
 SA1500'5.0 MI S FROM BEND.
 SA1500'5 MILES SOUTH ALONG A ROAD FROM BEND, GRANT COUNTY, 4 MILES EAST OF A
 SA1500'ROAD AND A POWER-TRANSMISSION LINE INTERSECTION, NEAR SECTION CORNERS
 SA1500'31, 32, 6, AND 5, TS. 14-15 N., R. 24 E., AND 60 FEET SOUTH OF THE
 SA1500'CENTER LINE OF THE TOWNSHIPLINE ROAD.  A UNITED STATES BUREAU OF
 SA1500'RECLAMATION STANDARD DISK, STAMPED F 303 1937 AND SET IN THE TOP OF A
 SA1500'POST PROJECTING 6 INCHES ABOVE GROUND.
 SA1500
 SA1500                          STATION RECOVERY (1967)
 SA1500
 SA1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1500'MARK NOT FOUND.
 SA1500
 SA1500                          STATION RECOVERY (1983)
 SA1500
 SA1500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 SA1500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1488 ***********************************************************************
 SA1488  DESIGNATION -  F 304
 SA1488  PID         -  SA1488
 SA1488  STATE/COUNTY-  WA/YAKIMA
 SA1488  USGS QUAD   -  EMERSON NIPPLE (1975)
 SA1488
 SA1488                         *CURRENT SURVEY CONTROL
 SA1488  ___________________________________________________________________
 SA1488* NAD 83(1986)-  46 31 09.     (N)    119 52 26.     (W)     SCALED    
 SA1488* NAVD 88     -       345.028  (meters)    1131.98   (feet)  ADJUSTED  
 SA1488  ___________________________________________________________________
 SA1488  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 SA1488  DYNAMIC HT  -         345.035 (meters)    1132.00  (feet)  COMP
 SA1488  MODELED GRAV-     980,625.2   (mgal)                       NAVD 88
 SA1488
 SA1488  VERT ORDER  -  SECOND    CLASS 0
 SA1488
 SA1488.The horizontal coordinates were scaled from a topographic map and have
 SA1488.an estimated accuracy of +/- 6 seconds.
 SA1488
 SA1488.The orthometric height was determined by differential leveling
 SA1488.and adjusted by the National Geodetic Survey in June 1991..
 SA1488
 SA1488.The geoid height was determined by GEOID03.
 SA1488
 SA1488.The dynamic height is computed by dividing the NAVD 88
 SA1488.geopotential number by the normal gravity value computed on the
 SA1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1488.degrees latitude (g = 980.6199 gals.).
 SA1488
 SA1488.The modeled gravity was interpolated from observed gravity values.
 SA1488
 SA1488;                    North         East    Units  Estimated Accuracy
 SA1488;SPC WA S     -   132,000.      548,040.      MT  (+/- 180 meters Scaled)
 SA1488
 SA1488                          SUPERSEDED SURVEY CONTROL
 SA1488
 SA1488  NGVD 29 (??/??/92)  343.962  (m)         1128.48   (f) ADJ UNCH    2 0
 SA1488
 SA1488.Superseded values are not recommended for survey control.
 SA1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1488.See file dsdata.txt to determine how the superseded data were derived.
 SA1488
 SA1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM795557(NAD 83)
 SA1488_MARKER: DB = BENCH MARK DISK
 SA1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1488_STAMPING: F 304 1949
 SA1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1488+STABILITY: SURFACE MOTION
 SA1488
 SA1488  HISTORY     - Date     Condition        Report By
 SA1488  HISTORY     - 1949     MONUMENTED       CGS
 SA1488  HISTORY     - 1979     GOOD             NGS
 SA1488
 SA1488                          STATION DESCRIPTION
 SA1488
 SA1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1488'2.7 MI NW FROM E. ROBERT RANCH.
 SA1488'1.5 MILES WEST ALONG A RANCH ROAD FROM THE E. ROBERT RANCH (FORMER
 SA1488'WAUTOMA POST OFFICE), THENCE 1.2 MILES NORTH ALONG THE
 SA1488'SUNNYSIDE-HANFORD HIGHWAY, 0.4 MILE SOUTH OF A 70-FOOT WOODEN BRIDGE
 SA1488'OVER A DRY CREEK, 0.1 MILE NORTH OF A ROAD LEADING SOUTHEAST TO THE E.
 SA1488'ROBERT RANCH, 42.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.2
 SA1488'FEET SOUTHEAST OF A FENCE CORNER, 2.0 FEET NORTH OF A WITNESS POST,
 SA1488'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SA1488'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 SA1488
 SA1488                          STATION RECOVERY (1979)
 SA1488
 SA1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SA1488'16.8 MILES NORTHEAST ALONG STATE HIGHWAY 241 FROM ITS JUNCTION WITH
 SA1488'US HIGHWAY 12 IN SUNNYSIDE, 42 FEET EAST OF THE CENTER OF THE HIGHWAY
 SA1488'AND 2 FEET SOUTHEAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1347 ***********************************************************************
 SA1347  DESIGNATION -  F 305
 SA1347  PID         -  SA1347
 SA1347  STATE/COUNTY-  WA/YAKIMA
 SA1347  USGS QUAD   -  SULPHUR SPRING (1978)
 SA1347
 SA1347                         *CURRENT SURVEY CONTROL
 SA1347  ___________________________________________________________________
 SA1347* NAD 83(1986)-  46 22 29.     (N)    119 59 56.     (W)     SCALED    
 SA1347* NAVD 88     -       298.727  (meters)     980.07   (feet)  ADJUSTED  
 SA1347  ___________________________________________________________________
 SA1347  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SA1347  DYNAMIC HT  -         298.732 (meters)     980.09  (feet)  COMP
 SA1347  MODELED GRAV-     980,623.1   (mgal)                       NAVD 88
 SA1347
 SA1347  VERT ORDER  -  SECOND    CLASS 0
 SA1347
 SA1347.The horizontal coordinates were scaled from a topographic map and have
 SA1347.an estimated accuracy of +/- 6 seconds.
 SA1347
 SA1347.The orthometric height was determined by differential leveling
 SA1347.and adjusted by the National Geodetic Survey in June 1991..
 SA1347
 SA1347.The geoid height was determined by GEOID03.
 SA1347
 SA1347.The dynamic height is computed by dividing the NAVD 88
 SA1347.geopotential number by the normal gravity value computed on the
 SA1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1347.degrees latitude (g = 980.6199 gals.).
 SA1347
 SA1347.The modeled gravity was interpolated from observed gravity values.
 SA1347
 SA1347;                    North         East    Units  Estimated Accuracy
 SA1347;SPC WA S     -   115,870.      538,550.      MT  (+/- 180 meters Scaled)
 SA1347
 SA1347                          SUPERSEDED SURVEY CONTROL
 SA1347
 SA1347  NGVD 29 (??/??/92)  297.674  (m)          976.62   (f) ADJ UNCH    2 0
 SA1347
 SA1347.Superseded values are not recommended for survey control.
 SA1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1347.See file dsdata.txt to determine how the superseded data were derived.
 SA1347
 SA1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM693400(NAD 83)
 SA1347_MARKER: DB = BENCH MARK DISK
 SA1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1347_STAMPING: F 305 1949
 SA1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1347+STABILITY: SURFACE MOTION
 SA1347
 SA1347  HISTORY     - Date     Condition        Report By
 SA1347  HISTORY     - 1949     MONUMENTED       CGS
 SA1347  HISTORY     - 1974     MARK NOT FOUND   USGS
 SA1347
 SA1347                          STATION DESCRIPTION
 SA1347
 SA1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1347'4.0 MI N FROM SUNNYSIDE.
 SA1347'0.9 MILE EAST ALONG THE HANFORD ROAD FROM THE NORTHERN PACIFIC RAILWAY
 SA1347'STATION AT SUNNYSIDE, THENCE 3.1 MILES NORTH ALONG A COUNTY GRAVELED
 SA1347'ROAD, ABOUT 34 YARDS NORTH OF THE CENTER OF THE INTERSECTION OF A
 SA1347'GRAVEL ROAD, 37 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 22 FEET
 SA1347'WEST OF THE NORTHWEST CORNER OF A SMALL FARMHOUSE, 12 FEET NORTHEAST
 SA1347'OF SMALL FORKED TREE, 1.8 FEET WEST OF A WITNESS POST, 1.0 FOOT NORTH
 SA1347'OF THE NORTH EDGE OF THE LAWN AT THE FARMHOUSE, ABOUT 1 FOOT LOWER
 SA1347'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 SA1347'FOOT ABOVE THE GROUND.  NOTE-- THE HOUSE HAS BEEN REMOVED, AND A NEW
 SA1347'CULTIVATED FIELD IS ON THE EAST SIDE OF THE ROAD.
 SA1347
 SA1347                          STATION RECOVERY (1974)
 SA1347
 SA1347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA1347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0450 ***********************************************************************
 SB0450  DESIGNATION -  F 306
 SB0450  PID         -  SB0450
 SB0450  STATE/COUNTY-  WA/YAKIMA
 SB0450  USGS QUAD   -  SUNNYSIDE (1978)
 SB0450
 SB0450                         *CURRENT SURVEY CONTROL
 SB0450  ___________________________________________________________________
 SB0450* NAD 83(1986)-  46 20 43.     (N)    120 05 49.     (W)     SCALED    
 SB0450* NAVD 88     -       240.233  (meters)     788.16   (feet)  ADJUSTED  
 SB0450  ___________________________________________________________________
 SB0450  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SB0450  DYNAMIC HT  -         240.236 (meters)     788.17  (feet)  COMP
 SB0450  MODELED GRAV-     980,621.0   (mgal)                       NAVD 88
 SB0450
 SB0450  VERT ORDER  -  SECOND    CLASS 0
 SB0450
 SB0450.The horizontal coordinates were scaled from a topographic map and have
 SB0450.an estimated accuracy of +/- 6 seconds.
 SB0450
 SB0450.The orthometric height was determined by differential leveling
 SB0450.and adjusted by the National Geodetic Survey in June 1991..
 SB0450
 SB0450.The geoid height was determined by GEOID03.
 SB0450
 SB0450.The dynamic height is computed by dividing the NAVD 88
 SB0450.geopotential number by the normal gravity value computed on the
 SB0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0450.degrees latitude (g = 980.6199 gals.).
 SB0450
 SB0450.The modeled gravity was interpolated from observed gravity values.
 SB0450
 SB0450;                    North         East    Units  Estimated Accuracy
 SB0450;SPC WA S     -   112,560.      531,030.      MT  (+/- 180 meters Scaled)
 SB0450
 SB0450                          SUPERSEDED SURVEY CONTROL
 SB0450
 SB0450  NGVD 29 (??/??/92)  239.185  (m)          784.73   (f) ADJ UNCH    2 0
 SB0450
 SB0450.Superseded values are not recommended for survey control.
 SB0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0450.See file dsdata.txt to determine how the superseded data were derived.
 SB0450
 SB0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS233365(NAD 83)
 SB0450_MARKER: DB = BENCH MARK DISK
 SB0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0450_SP_SET: WALL
 SB0450_STAMPING: F 306 1949
 SB0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0450
 SB0450  HISTORY     - Date     Condition        Report By
 SB0450  HISTORY     - 1949     MONUMENTED       CGS
 SB0450
 SB0450                          STATION DESCRIPTION
 SB0450
 SB0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0450'IN OUTLOOK.
 SB0450'IN OUTLOOK, AT THE OUTLOOK SCHOOL BUILDING, SET VERTICALLY IN THE
 SB0450'NORTH BRICK WALL, 146.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 SB0450'25 1/2 FEET WEST OF THE CENTER OF THE WEST ENTRANCE, 0.6 FOOT EAST OF
 SB0450'THE NORTHWEST CORNER, AND 3.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0682 ***********************************************************************
 SC0682  DESIGNATION -  F 306
 SC0682  PID         -  SC0682
 SC0682  STATE/COUNTY-  WA/PACIFIC
 SC0682  USGS QUAD   -  LONG ISLAND (1984)
 SC0682
 SC0682                         *CURRENT SURVEY CONTROL
 SC0682  ___________________________________________________________________
 SC0682* NAD 83(1986)-  46 24 10.     (N)    123 57 03.     (W)     SCALED    
 SC0682* NAVD 88     -         4.537  (meters)      14.89   (feet)  ADJUSTED  
 SC0682  ___________________________________________________________________
 SC0682  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SC0682  DYNAMIC HT  -           4.538 (meters)      14.89  (feet)  COMP
 SC0682  MODELED GRAV-     980,728.6   (mgal)                       NAVD 88
 SC0682
 SC0682  VERT ORDER  -  SECOND    CLASS 0
 SC0682
 SC0682.The horizontal coordinates were scaled from a topographic map and have
 SC0682.an estimated accuracy of +/- 6 seconds.
 SC0682
 SC0682.The orthometric height was determined by differential leveling
 SC0682.and adjusted by the National Geodetic Survey in June 1991..
 SC0682
 SC0682.The geoid height was determined by GEOID03.
 SC0682
 SC0682.The dynamic height is computed by dividing the NAVD 88
 SC0682.geopotential number by the normal gravity value computed on the
 SC0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0682.degrees latitude (g = 980.6199 gals.).
 SC0682
 SC0682.The modeled gravity was interpolated from observed gravity values.
 SC0682
 SC0682;                    North         East    Units  Estimated Accuracy
 SC0682;SPC WA S     -   124,670.      234,740.      MT  (+/- 180 meters Scaled)
 SC0682
 SC0682                          SUPERSEDED SURVEY CONTROL
 SC0682
 SC0682  NGVD 29 (??/??/92)    3.51   (m)           11.5    (f) COMPUTED    2 0
 SC0682
 SC0682.Superseded values are not recommended for survey control.
 SC0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0682.See file dsdata.txt to determine how the superseded data were derived.
 SC0682
 SC0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS269392(NAD 83)
 SC0682_MARKER: DD = SURVEY DISK
 SC0682_SETTING: 0 = UNSPECIFIED SETTING
 SC0682_STAMPING: F 306 1939
 SC0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0682
 SC0682  HISTORY     - Date     Condition        Report By
 SC0682  HISTORY     - 1939     MONUMENTED       DOD
 SC0682  HISTORY     - 1961     MARK NOT FOUND   NGS
 SC0682
 SC0682                          STATION DESCRIPTION
 SC0682
 SC0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SC0682'10.3 MI NE FROM ILWACO.
 SC0682'WAS ABOUT 10-MILES NORTHEAST OF ILWACO, 54 FEET NORTH OF THE CENTER
 SC0682'LINE OF U.S. HIGHWAY 101, IN THE WEST END OF A SERVICE STATION ISLAND.
 SC0682'NOTE-- THE SERVICE STATION HAS BEEN TAKEN DOWN.  THERE IS A CEMENT
 SC0682'PUMP ISLAND AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0147 ***********************************************************************
 SB0147  DESIGNATION -  F 307
 SB0147  PID         -  SB0147
 SB0147  STATE/COUNTY-  WA/KITTITAS
 SB0147  USGS QUAD   -  BLACK ROCK SPRING NW (1953)
 SB0147
 SB0147                         *CURRENT SURVEY CONTROL
 SB0147  ___________________________________________________________________
 SB0147* NAD 83(1986)-  46 44 37.     (N)    120 11 33.     (W)     SCALED    
 SB0147* NAVD 88     -       696.451  (meters)    2284.94   (feet)  ADJUSTED  
 SB0147  ___________________________________________________________________
 SB0147  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 SB0147  DYNAMIC HT  -         696.421 (meters)    2284.84  (feet)  COMP
 SB0147  MODELED GRAV-     980,547.4   (mgal)                       NAVD 88
 SB0147
 SB0147  VERT ORDER  -  SECOND    CLASS 0
 SB0147
 SB0147.The horizontal coordinates were scaled from a topographic map and have
 SB0147.an estimated accuracy of +/- 6 seconds.
 SB0147
 SB0147.The orthometric height was determined by differential leveling
 SB0147.and adjusted by the National Geodetic Survey in June 1991..
 SB0147
 SB0147.The geoid height was determined by GEOID03.
 SB0147
 SB0147.The dynamic height is computed by dividing the NAVD 88
 SB0147.geopotential number by the normal gravity value computed on the
 SB0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0147.degrees latitude (g = 980.6199 gals.).
 SB0147
 SB0147.The modeled gravity was interpolated from observed gravity values.
 SB0147
 SB0147;                    North         East    Units  Estimated Accuracy
 SB0147;SPC WA S     -   156,800.      523,500.      MT  (+/- 180 meters Scaled)
 SB0147
 SB0147                          SUPERSEDED SURVEY CONTROL
 SB0147
 SB0147  NGVD 29 (??/??/92)  695.322  (m)         2281.24   (f) ADJ UNCH    2 0
 SB0147
 SB0147.Superseded values are not recommended for survey control.
 SB0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0147.See file dsdata.txt to determine how the superseded data were derived.
 SB0147
 SB0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS144805(NAD 83)
 SB0147_MARKER: DB = BENCH MARK DISK
 SB0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0147_STAMPING: F 307 1949
 SB0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0147+STABILITY: SURFACE MOTION
 SB0147
 SB0147  HISTORY     - Date     Condition        Report By
 SB0147  HISTORY     - 1949     MONUMENTED       CGS
 SB0147
 SB0147                          STATION DESCRIPTION
 SB0147
 SB0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0147'14.8 MI W FROM LEVERING.
 SB0147'0.9 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SB0147'RAILROAD FROM THE SIDING SIGN AT LEVERING, THENCE 13.9 MILES WEST
 SB0147'ALONG A TRACK ROAD, ABOUT 61 YARDS SOUTHWEST OF THE SOUTHWEST CORNER
 SB0147'OF AN ABANDONED RANCHHOUSE, 32 FEET NORTH OF THE CENTER LINE OF THE
 SB0147'ROAD, 13 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE
 SB0147'RANCHHOUSE, 4.2 FEET WEST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS
 SB0147'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SB0147'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0185 ***********************************************************************
 SB0185  DESIGNATION -  F 308
 SB0185  PID         -  SB0185
 SB0185  STATE/COUNTY-  WA/YAKIMA
 SB0185  USGS QUAD   -  BLACK ROCK SPRING SW (1975)
 SB0185
 SB0185                         *CURRENT SURVEY CONTROL
 SB0185  ___________________________________________________________________
 SB0185* NAD 83(1986)-  46 34 12.     (N)    120 13 39.     (W)     SCALED    
 SB0185* NAVD 88     -       620.293  (meters)    2035.08   (feet)  ADJUSTED  
 SB0185  ___________________________________________________________________
 SB0185  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SB0185  DYNAMIC HT  -         620.266 (meters)    2034.99  (feet)  COMP
 SB0185  MODELED GRAV-     980,552.0   (mgal)                       NAVD 88
 SB0185
 SB0185  VERT ORDER  -  SECOND    CLASS 0
 SB0185
 SB0185.The horizontal coordinates were scaled from a topographic map and have
 SB0185.an estimated accuracy of +/- 6 seconds.
 SB0185
 SB0185.The orthometric height was determined by differential leveling
 SB0185.and adjusted by the National Geodetic Survey in June 1991..
 SB0185
 SB0185.The geoid height was determined by GEOID03.
 SB0185
 SB0185.The dynamic height is computed by dividing the NAVD 88
 SB0185.geopotential number by the normal gravity value computed on the
 SB0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0185.degrees latitude (g = 980.6199 gals.).
 SB0185
 SB0185.The modeled gravity was interpolated from observed gravity values.
 SB0185
 SB0185;                    North         East    Units  Estimated Accuracy
 SB0185;SPC WA S     -   137,490.      520,890.      MT  (+/- 180 meters Scaled)
 SB0185
 SB0185                          SUPERSEDED SURVEY CONTROL
 SB0185
 SB0185  NGVD 29 (??/??/92)  619.188  (m)         2031.45   (f) ADJ UNCH    2 0
 SB0185
 SB0185.Superseded values are not recommended for survey control.
 SB0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0185.See file dsdata.txt to determine how the superseded data were derived.
 SB0185
 SB0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGS124611(NAD 83)
 SB0185_MARKER: DB = BENCH MARK DISK
 SB0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SB0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SB0185_STAMPING: F 308 1949
 SB0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SB0185+STABILITY: SURFACE MOTION
 SB0185
 SB0185  HISTORY     - Date     Condition        Report By
 SB0185  HISTORY     - 1949     MONUMENTED       CGS
 SB0185
 SB0185                          STATION DESCRIPTION
 SB0185
 SB0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SB0185'10.6 MI NE FROM MOXEE CITY.
 SB0185'6.8 MILES EAST ALONG STATE HIGHWAY 11A FROM THE SCHOOL AT MOXEE CITY,
 SB0185'THENCE 3.8 MILES NORTH ALONG A TRACK ROAD, IN AN OPEN FLAT, ON THE
 SB0185'INSIDE OF A CURVE, ABOUT 82 YARDS NORTH OF THE NORTHWEST CORNER OF THE
 SB0185'ROCK WALL FOR AN OLD CELLAR, ABOUT 75 YARDS WEST OF A CREEK, 47 FEET
 SB0185'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET NORTH OF A WITNESS
 SB0185'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SB0185'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0692 ***********************************************************************
 SC0692  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0692  DESIGNATION -  F 309
 SC0692  PID         -  SC0692
 SC0692  STATE/COUNTY-  WA/PACIFIC
 SC0692  USGS QUAD   -  CHINOOK (1984)
 SC0692
 SC0692                         *CURRENT SURVEY CONTROL
 SC0692  ___________________________________________________________________
 SC0692* NAD 83(1986)-  46 16 35.     (N)    123 56 54.     (W)     SCALED    
 SC0692* NAVD 88     -         4.600  (meters)      15.09   (feet)  ADJUSTED  
 SC0692  ___________________________________________________________________
 SC0692  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 SC0692  DYNAMIC HT  -           4.601 (meters)      15.10  (feet)  COMP
 SC0692  MODELED GRAV-     980,713.3   (mgal)                       NAVD 88
 SC0692
 SC0692  VERT ORDER  -  FIRST     CLASS II
 SC0692
 SC0692.The horizontal coordinates were scaled from a topographic map and have
 SC0692.an estimated accuracy of +/- 6 seconds.
 SC0692
 SC0692.The orthometric height was determined by differential leveling
 SC0692.and adjusted by the National Geodetic Survey in June 1991..
 SC0692
 SC0692.This Tidal Bench Mark is designated as VM 8935
 SC0692.by the Center for Operational Oceanographic Products and Services.
 SC0692
 SC0692.The geoid height was determined by GEOID03.
 SC0692
 SC0692.The dynamic height is computed by dividing the NAVD 88
 SC0692.geopotential number by the normal gravity value computed on the
 SC0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0692.degrees latitude (g = 980.6199 gals.).
 SC0692
 SC0692.The modeled gravity was interpolated from observed gravity values.
 SC0692
 SC0692;                    North         East    Units  Estimated Accuracy
 SC0692;SPC WA S     -   110,630.      234,320.      MT  (+/- 180 meters Scaled)
 SC0692
 SC0692                          SUPERSEDED SURVEY CONTROL
 SC0692
 SC0692  NGVD 29 (??/??/92)    3.577  (m)           11.74   (f) ADJ UNCH    1 2
 SC0692
 SC0692.Superseded values are not recommended for survey control.
 SC0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0692.See file dsdata.txt to determine how the superseded data were derived.
 SC0692
 SC0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS269251(NAD 83)
 SC0692_MARKER: DD = SURVEY DISK
 SC0692_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC0692+WITH SETTING: PAVEMENT
 SC0692_SP_SET: STEP
 SC0692_STAMPING: F 309 1939 11 FT
 SC0692_MARK LOGO: USE   
 SC0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0692+STABILITY: SURFACE MOTION
 SC0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0692+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 SC0692
 SC0692  HISTORY     - Date     Condition        Report By
 SC0692  HISTORY     - 1939     MONUMENTED       DOD
 SC0692  HISTORY     - 1961     GOOD             NGS
 SC0692  HISTORY     - 1966     GOOD             NGS
 SC0692  HISTORY     - 1987     GOOD             NGS
 SC0692  HISTORY     - 20020202 GOOD             USPSQD
 SC0692  HISTORY     - 20050317 GOOD             USACE
 SC0692  HISTORY     - 20060318 GOOD             USPSQD
 SC0692
 SC0692                          STATION DESCRIPTION
 SC0692
 SC0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SC0692'IN CHINOOK.
 SC0692'SET IN THE WEST END OF THE CONCRETE STEP AT THE MAIN ENTRANCE TO THE
 SC0692'CHINOOK SCHOOL WHICH IS ABOUT 0.1 MILE NORTH OF THE POST OFFICE AND
 SC0692'THE ONLY SCHOOL AT CHINOOK.
 SC0692
 SC0692                          STATION RECOVERY (1966)
 SC0692
 SC0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SC0692'RECOVERED IN GOOD CONDITION.
 SC0692
 SC0692                          STATION RECOVERY (1987)
 SC0692
 SC0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0692'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN THE WEST
 SC0692'END OF THE CONCRETE STEP OF THE MAIN ENTRANCE OF THE NOW ABANDONED
 SC0692'CHINOOK SCHOOL (BUILT 1924), 0.40 KM (0.25 MI) NORTHWEST OF THE POST
 SC0692'OFFICE IN CHINOOK.
 SC0692
 SC0692                          STATION RECOVERY (2002)
 SC0692
 SC0692'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCC)
 SC0692'RECOVERED IN GOOD CONDITION.
 SC0692
 SC0692                          STATION RECOVERY (2005)
 SC0692
 SC0692'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (CLB)
 SC0692'THE MARK IS IN THE CONCRETE STEP TO CHINOOK TRIBAL HQ BUILDING (OLD
 SC0692'SCHOOL)
 SC0692
 SC0692                          STATION RECOVERY (2006)
 SC0692
 SC0692'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMJ)
 SC0692'THE BUILDING WHICH READS CHINOOK PUBLIC SCHOOL IS NOW OWNED AND
 SC0692'OCCUPIED BY THE CHINOOK TRIBAL COUNCIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0585 ***********************************************************************
 SX0585  DESIGNATION -  F 309
 SX0585  PID         -  SX0585
 SX0585  STATE/COUNTY-  WA/KITTITAS
 SX0585  USGS QUAD   -  ELLENSBURG NORTH (1978)
 SX0585
 SX0585                         *CURRENT SURVEY CONTROL
 SX0585  ___________________________________________________________________
 SX0585* NAD 83(1986)-  47 01 43.     (N)    120 31 44.     (W)     SCALED    
 SX0585* NAVD 88     -       526.735  (meters)    1728.13   (feet)  ADJUSTED  
 SX0585  ___________________________________________________________________
 SX0585  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 SX0585  DYNAMIC HT  -         526.737 (meters)    1728.14  (feet)  COMP
 SX0585  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 SX0585
 SX0585  VERT ORDER  -  FIRST     CLASS II
 SX0585
 SX0585.This mark is at Bowers Field Airport (ELN)
 SX0585
 SX0585.The horizontal coordinates were scaled from a topographic map and have
 SX0585.an estimated accuracy of +/- 6 seconds.
 SX0585
 SX0585.The orthometric height was determined by differential leveling
 SX0585.and adjusted by the National Geodetic Survey in June 1991..
 SX0585
 SX0585.The geoid height was determined by GEOID03.
 SX0585
 SX0585.The dynamic height is computed by dividing the NAVD 88
 SX0585.geopotential number by the normal gravity value computed on the
 SX0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0585.degrees latitude (g = 980.6199 gals.).
 SX0585
 SX0585.The modeled gravity was interpolated from observed gravity values.
 SX0585
 SX0585;                    North         East    Units  Estimated Accuracy
 SX0585;SPC WA S     -   188,430.      497,800.      MT  (+/- 180 meters Scaled)
 SX0585
 SX0585                          SUPERSEDED SURVEY CONTROL
 SX0585
 SX0585  NGVD 29 (??/??/92)  525.614  (m)         1724.45   (f) ADJ UNCH    1 2
 SX0585
 SX0585.Superseded values are not recommended for survey control.
 SX0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0585.See file dsdata.txt to determine how the superseded data were derived.
 SX0585
 SX0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT877113(NAD 83)
 SX0585_MARKER: DB = BENCH MARK DISK
 SX0585_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SX0585_SP_SET: BEACON TOWER FOOTING
 SX0585_STAMPING: F 309 1949
 SX0585_MARK LOGO: CGS   
 SX0585_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0585+STABILITY: SURFACE MOTION
 SX0585
 SX0585  HISTORY     - Date     Condition        Report By
 SX0585  HISTORY     - 1949     MONUMENTED       CGS
 SX0585  HISTORY     - 1959     GOOD             NGS
 SX0585  HISTORY     - 1982     GOOD             NGS
 SX0585  HISTORY     - 19860716 GOOD             NGS
 SX0585  HISTORY     - 1988     GOOD             USPSQD
 SX0585  HISTORY     - 19960802 GOOD             CHANCE
 SX0585
 SX0585                          STATION DESCRIPTION
 SX0585
 SX0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0585'2.5 MI NE FROM ELLENSBURG.
 SX0585'2.1 MILES NORTH ALONG NORTH WALNUT STREET FROM THE LIBRARY AT NORMAL
 SX0585'SCHOOL AT ELLENSBURG, THENCE 0.4 MILE EAST ALONG THE AIRPORT ROAD, AT
 SX0585'BOWERS AIRPORT, ABOUT 0.1 MILE EAST OF THE HANGAR, IN THE TOP OF THE
 SX0585'NORTHWEST CORNER OF THE CONCRETE BASE OF THE BEACON, 181 FEET SOUTH OF
 SX0585'THE SOUTH EDGE OF THE PAVED RUNWAY, 60 FEET NORTH OF THE CENTER LINE
 SX0585'OF THE ROAD, 0.4 FOOT NORTHWEST OF THE NORTHWEST LEG, AND ABOUT LEVEL
 SX0585'WITH THE ROAD.
 SX0585
 SX0585                          STATION RECOVERY (1959)
 SX0585
 SX0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SX0585'RECOVERED IN GOOD CONDITION.
 SX0585
 SX0585                          STATION RECOVERY (1982)
 SX0585
 SX0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0585'RECOVERED IN GOOD CONDITION.
 SX0585
 SX0585                          STATION RECOVERY (1986)
 SX0585
 SX0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 SX0585'RECOVERED IN GOOD CONDITION.
 SX0585
 SX0585                          STATION RECOVERY (1988)
 SX0585
 SX0585'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0585'RECOVERED IN GOOD CONDITION.
 SX0585
 SX0585                          STATION RECOVERY (1996)
 SX0585
 SX0585'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SX0585'THE STATION LOCATED 28 MILES (45.1 KM) NORTH OF YAKIMA, 22 MILES (35.4
 SX0585'KM) SOUTHEAST OF CLE ELUM, IN NORTHEAST ELLENSBURG, AT BOWERS FIELD,
 SX0585'ELLENSBURG, MARLA PARSEL - PUBLIC WORKS ADMINISTRATOR, 509-962-7523
 SX0585'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 90 AND CANYON
 SX0585'ROAD SOUTH OF ELLENSBURG, PROCEED NORTH ON CANYON ROAD 2.25 MILES
 SX0585'(3.62 KM) TO A T INTERSECTION WITH 14TH AVENUE, TURN RIGHT AND PROCEED
 SX0585'EAST ALONG 14TH AVE 0.25 MILES (0.40 KM) TO D STREET, TURN LEFT AND
 SX0585'PROCEED NORTH ON D STREET 0.3 MILES (0.5 KM) TO 18TH AVE, TURN RIGHT
 SX0585'AND PROCEED EAST 0.15 MILES (0.24 KM) TO WALNUT STREET, TURN LEFT AND
 SX0585'PROCEED NORTH 1.25 MILES (2.01 KM) ALONG WALNUT ST /AIRPORT ROAD TO A
 SX0585'90 DEGREE TURN TO THE EAST WHERE BOWERS ROAD BEGINS, PROCEED EAST ON
 SX0585'BOWERS RD 0.3 MILES (0.5 KM) TO AN ENTRANCE RD, TURN LEFT AND PROCEED
 SX0585'NORTH 0.1 MILES (0.2 KM) THROUGH ENTRANCE GATE TO A HANGAR ACCESS
 SX0585'ROAD, TURN RIGHT AND PROCEED EAST 0.15 MILES (0.24 KM) ACROSS THE RAMP
 SX0585'AREA, TO THE STATION ON THE RIGHT IN THE TOP OF THE NORTHWEST FOOTING
 SX0585'OF THE BEACON TOWER  THE STATION IS A STANDARD US COAST AND GEODETIC
 SX0585'SURVEY BENCH MARK DISK SET IN THE TOP OF A CONCRETE FOOTING FOR THE
 SX0585'BEACON TOWER, PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS
 SX0585'LOCATED 8.1 M (26.6 FT) NORTH OF THE PERIMETER FENCE, 14.5 M (47.6 FT)
 SX0585'NORTHEAST OF A POWER POLE, 5.2 M (17.1 FT) WEST OF THE NORTHWEST
 SX0585'CORNER OF A UTILITY BUILDING AND 7.0 M (23.0 FT) NORTHWEST OF THE
 SX0585'SOUTHWEST CORNER OF THE UTILITY BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0151 ***********************************************************************
 TP0151  DESIGNATION -  F 31
 TP0151  PID         -  TP0151
 TP0151  STATE/COUNTY-  WA/FERRY
 TP0151  USGS QUAD   -  MILLER MTN (1994)
 TP0151
 TP0151                         *CURRENT SURVEY CONTROL
 TP0151  ___________________________________________________________________
 TP0151* NAD 83(1986)-  48 04 31.     (N)    118 19 35.     (W)     SCALED    
 TP0151* NAVD 88     -       548.023  (meters)    1797.97   (feet)  ADJUSTED  
 TP0151  ___________________________________________________________________
 TP0151  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TP0151  DYNAMIC HT  -         548.076 (meters)    1798.15  (feet)  COMP
 TP0151  MODELED GRAV-     980,692.3   (mgal)                       NAVD 88
 TP0151
 TP0151  VERT ORDER  -  FIRST     CLASS II
 TP0151
 TP0151.The horizontal coordinates were scaled from a topographic map and have
 TP0151.an estimated accuracy of +/- 6 seconds.
 TP0151
 TP0151.The orthometric height was determined by differential leveling
 TP0151.and adjusted by the National Geodetic Survey in June 1991..
 TP0151
 TP0151.The geoid height was determined by GEOID03.
 TP0151
 TP0151.The dynamic height is computed by dividing the NAVD 88
 TP0151.geopotential number by the normal gravity value computed on the
 TP0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0151.degrees latitude (g = 980.6199 gals.).
 TP0151
 TP0151.The modeled gravity was interpolated from observed gravity values.
 TP0151
 TP0151;                    North         East    Units  Estimated Accuracy
 TP0151;SPC WA N     -   122,590.      686,770.      MT  (+/- 180 meters Scaled)
 TP0151
 TP0151                          SUPERSEDED SURVEY CONTROL
 TP0151
 TP0151  NGVD 29 (??/??/92)  546.785  (m)         1793.91   (f) ADJ UNCH    1 2
 TP0151
 TP0151.Superseded values are not recommended for survey control.
 TP0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0151.See file dsdata.txt to determine how the superseded data were derived.
 TP0151
 TP0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP012255(NAD 83)
 TP0151_MARKER: DB = BENCH MARK DISK
 TP0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0151_STAMPING: F 31 1933
 TP0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0151+STABILITY: SURFACE MOTION
 TP0151
 TP0151  HISTORY     - Date     Condition        Report By
 TP0151  HISTORY     - 1933     MONUMENTED       CGS
 TP0151  HISTORY     - 1982     GOOD             USGS
 TP0151
 TP0151                          STATION DESCRIPTION
 TP0151
 TP0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TP0151'5.3 MI W FROM GEROME.
 TP0151'30 FEET NORTHWEST OF CENTERLINE OF KELLER-GEROME ROAD, 2 FEET
 TP0151'NORTHEAST OF FENCE CORNER, 52 FEET NORTHEAST OF SIDE ROAD TO THE
 TP0151'NORTHWEST, 0.2 MILE WEST OF FARM HOUSE.
 TP0151
 TP0151                          STATION RECOVERY (1982)
 TP0151
 TP0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 TP0151'INCHELIUM POST OFFICE, 1.5 MILES SOUTHWEST OF TWIN LAKES ROAD. THENCE
 TP0151'26 MILE SOUTH ALONG PAVED ROAD. ABOUT 0.15 MILES NORTHWEST OF WILMONT
 TP0151'CREEK ROAD INTERSECTION, ABOUT 300 SOUTHWEST OF WILMONT CREEK
 TP0151'CROSSING ROAD. 206' SOUTH OF CENTERLINE ROAD 17 FEET NORTHWEST OF
 TP0151'CENTERLINE TRAIL, A STANDARD TABLET SET IN CONCRETE POST STAMPED 'F
 TP0151'31 1933'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0287 ***********************************************************************
 SX0287  DESIGNATION -  F 310
 SX0287  PID         -  SX0287
 SX0287  STATE/COUNTY-  WA/KITTITAS
 SX0287  USGS QUAD   -  MISSION PEAK (1987)
 SX0287
 SX0287                         *CURRENT SURVEY CONTROL
 SX0287  ___________________________________________________________________
 SX0287* NAD 83(1986)-  47 18 17.     (N)    120 28 43.     (W)     SCALED    
 SX0287* NAVD 88     -      1768.231  (meters)    5801.27   (feet)  POSTED    
 SX0287  ___________________________________________________________________
 SX0287  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 SX0287  DYNAMIC HT  -        1767.940 (meters)    5800.32  (feet)  COMP
 SX0287  MODELED GRAV-     980,384.2   (mgal)                       NAVD 88
 SX0287
 SX0287  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 SX0287
 SX0287.The horizontal coordinates were scaled from a topographic map and have
 SX0287.an estimated accuracy of +/- 6 seconds.
 SX0287
 SX0287.The orthometric height was determined by differential leveling
 SX0287.and adjusted by the National Geodetic Survey in 1992..
 SX0287.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 SX0287.rate of 4.1 thru 8.0 mm/km.
 SX0287
 SX0287.The geoid height was determined by GEOID03.
 SX0287
 SX0287.The dynamic height is computed by dividing the NAVD 88
 SX0287.geopotential number by the normal gravity value computed on the
 SX0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0287.degrees latitude (g = 980.6199 gals.).
 SX0287
 SX0287.The modeled gravity was interpolated from observed gravity values.
 SX0287
 SX0287;                    North         East    Units  Estimated Accuracy
 SX0287;SPC WA S     -   219,130.      501,620.      MT  (+/- 180 meters Scaled)
 SX0287
 SX0287                          SUPERSEDED SURVEY CONTROL
 SX0287
 SX0287  NGVD 29 (??/??/92) 1766.928  (m)         5797.00   (f) ADJ UNCH    2 0
 SX0287
 SX0287.Superseded values are not recommended for survey control.
 SX0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0287.See file dsdata.txt to determine how the superseded data were derived.
 SX0287
 SX0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT905421(NAD 83)
 SX0287_MARKER: DB = BENCH MARK DISK
 SX0287_SETTING: 66 = SET IN ROCK OUTCROP
 SX0287_SP_SET: ROCK CLIFF
 SX0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0287+STABILITY: POSITION/ELEVATION WELL
 SX0287
 SX0287  HISTORY     - Date     Condition        Report By
 SX0287  HISTORY     - UNK      MONUMENTED       CGS
 SX0287  HISTORY     - 1949     GOOD             NGS
 SX0287  HISTORY     - 1989     GOOD             USPSQD
 SX0287  HISTORY     - 1990     GOOD             USPSQD
 SX0287
 SX0287                          STATION DESCRIPTION
 SX0287
 SX0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0287'19.4 MI NE FROM LIBERTY.
 SX0287'0.1 MILE SOUTHWEST ALONG WILLIAMS CREEK ROAD FROM THE POST OFFICE AT
 SX0287'LIBERTY, THENCE 19.3 MILES NORTHEAST ALONG THE BEEHIVE ROAD, 0.3 MILE
 SX0287'NORTHEAST OF THE SUMMIT OF A GRADE AND JUNCTION WITH PEARSON CREEK
 SX0287'TRAIL, ABOUT 100 YARDS SOUTH OF A ROCKY PEAK, ON THE INSIDE OF A U
 SX0287'CURVE, IN THE TOP OF A PEAK AT THE NORTH END OF A ROCK CLIFF, 89 FEET
 SX0287'SOUTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET WEST OF THE EAST EDGE
 SX0287'OF THE CLIFF, AND ABOUT 6 FEET HIGHER THAN THE ROAD.
 SX0287
 SX0287                          STATION RECOVERY (1989)
 SX0287
 SX0287'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SX0287'RECOVERED IN GOOD CONDITION.
 SX0287
 SX0287                          STATION RECOVERY (1990)
 SX0287
 SX0287'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SX0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0567 ***********************************************************************
 SX0567  DESIGNATION -  F 311
 SX0567  PID         -  SX0567
 SX0567  STATE/COUNTY-  WA/KITTITAS
 SX0567  USGS QUAD   -  SWAUK PRAIRIE (1985)
 SX0567
 SX0567                         *CURRENT SURVEY CONTROL
 SX0567  ___________________________________________________________________
 SX0567* NAD 83(1986)-  47 14 55.     (N)    120 40 53.     (W)     SCALED    
 SX0567* NAVD 88     -       791.767  (meters)    2597.66   (feet)  ADJUSTED  
 SX0567  ___________________________________________________________________
 SX0567  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 SX0567  DYNAMIC HT  -         791.769 (meters)    2597.66  (feet)  COMP
 SX0567  MODELED GRAV-     980,588.7   (mgal)                       NAVD 88
 SX0567
 SX0567  VERT ORDER  -  SECOND    CLASS 0
 SX0567
 SX0567.The horizontal coordinates were scaled from a topographic map and have
 SX0567.an estimated accuracy of +/- 6 seconds.
 SX0567
 SX0567.The orthometric height was determined by differential leveling
 SX0567.and adjusted by the National Geodetic Survey in June 1991..
 SX0567
 SX0567.The geoid height was determined by GEOID03.
 SX0567
 SX0567.The dynamic height is computed by dividing the NAVD 88
 SX0567.geopotential number by the normal gravity value computed on the
 SX0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0567.degrees latitude (g = 980.6199 gals.).
 SX0567
 SX0567.The modeled gravity was interpolated from observed gravity values.
 SX0567
 SX0567;                    North         East    Units  Estimated Accuracy
 SX0567;SPC WA S     -   212,910.      486,270.      MT  (+/- 180 meters Scaled)
 SX0567
 SX0567                          SUPERSEDED SURVEY CONTROL
 SX0567
 SX0567  NGVD 29 (??/??/92)  790.622  (m)         2593.90   (f) ADJ UNCH    2 0
 SX0567
 SX0567.Superseded values are not recommended for survey control.
 SX0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0567.See file dsdata.txt to determine how the superseded data were derived.
 SX0567
 SX0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT754353(NAD 83)
 SX0567_MARKER: DB = BENCH MARK DISK
 SX0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0567_STAMPING: F 311 1949
 SX0567_MARK LOGO: CGS   
 SX0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0567+STABILITY: SURFACE MOTION
 SX0567
 SX0567  HISTORY     - Date     Condition        Report By
 SX0567  HISTORY     - 1949     MONUMENTED       CGS
 SX0567  HISTORY     - 1982     POOR             NGS
 SX0567
 SX0567                          STATION DESCRIPTION
 SX0567
 SX0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0567'0.7 MI SW FROM LIBERTY.
 SX0567'0.1 MILE SOUTHWEST ALONG WILLIAMS CREEK ROAD FROM THE POST OFFICE AT
 SX0567'LIBERTY, THENCE 0.6 MILE SOUTHWEST ALONG THE BEEHIVE ROAD, 1.1 MILES
 SX0567'NORTHEAST OF THE LIBERTY RANGER STATION, AT THE Y JUNCTION OF A TRACK
 SX0567'ROAD LEADING WEST, 0.2 MILE NORTHEAST OF A RANCHHOUSE, AT THE
 SX0567'NORTHEAST END OF A CUT, 68 FEET NORTHWEST OF THE CENTER LINE OF THE
 SX0567'ROAD, 38 1/2 FEET EAST OF A 30-INCH PINE TREE, 29 FEET NORTH OF THE
 SX0567'CENTER LINE OF THE TRACK ROAD, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT
 SX0567'4 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
 SX0567
 SX0567                          STATION RECOVERY (1982)
 SX0567
 SX0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0567'RECOVERED IN POOR CONDITION, THE POST IS CHIPPED AND LOOSE IN
 SX0567'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0529 ***********************************************************************
 SX0529  DESIGNATION -  F 312
 SX0529  PID         -  SX0529
 SX0529  STATE/COUNTY-  WA/KITTITAS
 SX0529  USGS QUAD   -  REECER CANYON (1985)
 SX0529
 SX0529                         *CURRENT SURVEY CONTROL
 SX0529  ___________________________________________________________________
 SX0529* NAD 83(1986)-  47 10 13.     (N)    120 31 35.     (W)     SCALED    
 SX0529* NAVD 88     -      1338.787  (meters)    4392.34   (feet)  ADJUSTED  
 SX0529  ___________________________________________________________________
 SX0529  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 SX0529  DYNAMIC HT  -        1338.645 (meters)    4391.87  (feet)  COMP
 SX0529  MODELED GRAV-     980,458.5   (mgal)                       NAVD 88
 SX0529
 SX0529  VERT ORDER  -  SECOND    CLASS 0
 SX0529
 SX0529.The horizontal coordinates were scaled from a topographic map and have
 SX0529.an estimated accuracy of +/- 6 seconds.
 SX0529
 SX0529.The orthometric height was determined by differential leveling
 SX0529.and adjusted by the National Geodetic Survey in June 1991..
 SX0529
 SX0529.The geoid height was determined by GEOID03.
 SX0529
 SX0529.The dynamic height is computed by dividing the NAVD 88
 SX0529.geopotential number by the normal gravity value computed on the
 SX0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0529.degrees latitude (g = 980.6199 gals.).
 SX0529
 SX0529.The modeled gravity was interpolated from observed gravity values.
 SX0529
 SX0529;                    North         East    Units  Estimated Accuracy
 SX0529;SPC WA S     -   204,180.      498,000.      MT  (+/- 180 meters Scaled)
 SX0529
 SX0529                          SUPERSEDED SURVEY CONTROL
 SX0529
 SX0529  NGVD 29 (??/??/92) 1337.558  (m)         4388.30   (f) ADJ UNCH    2 0
 SX0529
 SX0529.Superseded values are not recommended for survey control.
 SX0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0529.See file dsdata.txt to determine how the superseded data were derived.
 SX0529
 SX0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT874270(NAD 83)
 SX0529_MARKER: DB = BENCH MARK DISK
 SX0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0529_STAMPING: F 312 1949
 SX0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0529+STABILITY: SURFACE MOTION
 SX0529
 SX0529  HISTORY     - Date     Condition        Report By
 SX0529  HISTORY     - 1949     MONUMENTED       CGS
 SX0529
 SX0529                          STATION DESCRIPTION
 SX0529
 SX0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0529'15.2 MI N FROM ELLENSBURG.
 SX0529'3.6 MILES NORTHEAST ALONG THE COLOCKUM PASS ROAD FROM THE POST OFFICE
 SX0529'AT ELLENSBURG, THENCE 11.6 MILES NORTH ALONG WILSON CREEK ROAD, 0.6
 SX0529'MILE SOUTHEAST OF THE SOUTH BOUNDARY LINE OF THE WENATCHEE NATIONAL
 SX0529'FOREST, AT THE JUNCTION OF A DIM TRACK ROAD LEADING NORTHEAST, 27 FEET
 SX0529'EAST OF A 12-INCH PINE TREE WITH A TRIANGULAR BLAZE, 25 FEET NORTHEAST
 SX0529'OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST OF THE CENTER LINE
 SX0529'OF THE DIM TRACK ROAD, 2.4 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT
 SX0529'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SX0529'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0758 ***********************************************************************
 SA0758  DESIGNATION -  F 313
 SA0758  PID         -  SA0758
 SA0758  STATE/COUNTY-  WA/FRANKLIN
 SA0758  USGS QUAD   -  LOCKE ISLAND (1986)
 SA0758
 SA0758                         *CURRENT SURVEY CONTROL
 SA0758  ___________________________________________________________________
 SA0758* NAD 83(1986)-  46 38 09.     (N)    119 23 22.     (W)     SCALED    
 SA0758* NAVD 88     -       256.23   (+/-2cm)     840.6    (feet)  VERTCON   
 SA0758  ___________________________________________________________________
 SA0758  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SA0758
 SA0758  VERT ORDER  -  ? (See Below)
 SA0758
 SA0758.The horizontal coordinates were scaled from a topographic map and have
 SA0758.an estimated accuracy of +/- 6 seconds.
 SA0758
 SA0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0758.The vertical order pertains to the NGVD 29 superseded value.
 SA0758
 SA0758.The geoid height was determined by GEOID03.
 SA0758
 SA0758;                    North         East    Units  Estimated Accuracy
 SA0758;SPC WA S     -   145,370.      585,030.      MT  (+/- 180 meters Scaled)
 SA0758
 SA0758                          SUPERSEDED SURVEY CONTROL
 SA0758
 SA0758  NGVD 29 (??/??/92)  255.151  (m)          837.11   (f) ADJ UNCH    ?  
 SA0758
 SA0758.Superseded values are not recommended for survey control.
 SA0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0758.See file dsdata.txt to determine how the superseded data were derived.
 SA0758
 SA0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM171674(NAD 83)
 SA0758_MARKER: P = PIPE CAP
 SA0758_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA0758_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA0758_STAMPING: USBR F 313 1937
 SA0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0758
 SA0758  HISTORY     - Date     Condition        Report By
 SA0758  HISTORY     - 1937     MONUMENTED       BOR
 SA0758  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA0758
 SA0758                          STATION DESCRIPTION
 SA0758
 SA0758'DESCRIBED BY US BUREAU OF RECLAMATION 1937
 SA0758'13.6 MI SE FROM WAHLUKE.
 SA0758'IN FRANKLIN COUNTY, 13.6 MILES SOUTHEAST ALONG A ROAD FROM WAHLUKE,
 SA0758'GRANT COUNTY, 3.9 MILES SOUTHEAST OF A ROAD INTERSECTION, ABOUT 300
 SA0758'FEET NORTH OF THE POINT ON A CURVE WHERE THE ROAD TURNS WEST, AND 53
 SA0758'FEET WEST OF THE CENTER LINE OF THE ROAD.  A UNITED STATES GEOLOGICAL
 SA0758'SURVEY STANDARD CAP, RESET AND RESTAMPED USBR F 313 1937 AND RIVETED
 SA0758'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 SA0758
 SA0758                          STATION RECOVERY (1967)
 SA0758
 SA0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0523 ***********************************************************************
 SX0523  DESIGNATION -  F 313
 SX0523  PID         -  SX0523
 SX0523  STATE/COUNTY-  WA/KITTITAS
 SX0523  USGS QUAD   -  REECER CANYON (1985)
 SX0523
 SX0523                         *CURRENT SURVEY CONTROL
 SX0523  ___________________________________________________________________
 SX0523* NAD 83(1986)-  47 10 30.     (N)    120 33 04.     (W)     SCALED    
 SX0523* NAVD 88     -      1367.941  (meters)    4487.99   (feet)  ADJUSTED  
 SX0523  ___________________________________________________________________
 SX0523  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SX0523  DYNAMIC HT  -        1367.799 (meters)    4487.52  (feet)  COMP
 SX0523  MODELED GRAV-     980,459.4   (mgal)                       NAVD 88
 SX0523
 SX0523  VERT ORDER  -  SECOND    CLASS 0
 SX0523
 SX0523.The horizontal coordinates were scaled from a topographic map and have
 SX0523.an estimated accuracy of +/- 6 seconds.
 SX0523
 SX0523.The orthometric height was determined by differential leveling
 SX0523.and adjusted by the National Geodetic Survey in June 1991..
 SX0523
 SX0523.The geoid height was determined by GEOID03.
 SX0523
 SX0523.The dynamic height is computed by dividing the NAVD 88
 SX0523.geopotential number by the normal gravity value computed on the
 SX0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0523.degrees latitude (g = 980.6199 gals.).
 SX0523
 SX0523.The modeled gravity was interpolated from observed gravity values.
 SX0523
 SX0523;                    North         East    Units  Estimated Accuracy
 SX0523;SPC WA S     -   204,710.      496,130.      MT  (+/- 180 meters Scaled)
 SX0523
 SX0523                          SUPERSEDED SURVEY CONTROL
 SX0523
 SX0523  NGVD 29 (??/??/92) 1366.716  (m)         4483.97   (f) ADJ UNCH    2 0
 SX0523
 SX0523.Superseded values are not recommended for survey control.
 SX0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0523.See file dsdata.txt to determine how the superseded data were derived.
 SX0523
 SX0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT855275(NAD 83)
 SX0523_MARKER: DB = BENCH MARK DISK
 SX0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0523_STAMPING: F 313
 SX0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0523+STABILITY: SURFACE MOTION
 SX0523
 SX0523  HISTORY     - Date     Condition        Report By
 SX0523  HISTORY     - UNK      MONUMENTED       CGS
 SX0523  HISTORY     - 1949     GOOD             NGS
 SX0523
 SX0523                          STATION DESCRIPTION
 SX0523
 SX0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0523'14.0 MI N FROM ELLENSBURG.
 SX0523'1.3 MILES WEST ALONG DRY CREEK ROAD FROM THE CHICAGO, MILWAUKEE, ST
 SX0523'PAUL AND PACIFIC RAILROAD STATION, THENCE 4.7 MILES NORTH ALONG REESER
 SX0523'CREEK ROAD, THENCE 3.2 MILES NORTH ALONG A COUNTY ROAD, THENCE 4.8
 SX0523'MILES NORTH ALONG A TRACK ROAD, 0.8 MILE SOUTH OF THE JUNCTION OF
 SX0523'WILSON CREEK ROAD, 0.1 MILE SOUTH OF THE SOUTH BOUNDARY LINE OF THE
 SX0523'WENATCHEE NATIONAL FOREST, NEAR THE NORTHEAST END OF A CLEARING AT THE
 SX0523'LARGER OF TWO ABONDONED LOG CABINS, 108 1/2 FEET SOUTH OF A 24-INCH
 SX0523'PINE TREE WITH A TRIANGULAR BLAZE, 39 FEET WEST OF THE CENTER LINE OF
 SX0523'THE ROAD, 2.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CABIN, 1.6
 SX0523'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SX0523'THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0225 ***********************************************************************
 SX0225  DESIGNATION -  F 314
 SX0225  PID         -  SX0225
 SX0225  STATE/COUNTY-  WA/GRANT
 SX0225  USGS QUAD   -  CAPE HORN SE (1975)
 SX0225
 SX0225                         *CURRENT SURVEY CONTROL
 SX0225  ___________________________________________________________________
 SX0225* NAD 83(1986)-  47 06 34.     (N)    120 00 34.     (W)     SCALED    
 SX0225* NAVD 88     -       189.504  (meters)     621.73   (feet)  ADJUSTED  
 SX0225  ___________________________________________________________________
 SX0225  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 SX0225  DYNAMIC HT  -         189.519 (meters)     621.78  (feet)  COMP
 SX0225  MODELED GRAV-     980,688.0   (mgal)                       NAVD 88
 SX0225
 SX0225  VERT ORDER  -  SECOND    CLASS 0
 SX0225
 SX0225.The horizontal coordinates were scaled from a topographic map and have
 SX0225.an estimated accuracy of +/- 6 seconds.
 SX0225
 SX0225.The orthometric height was determined by differential leveling
 SX0225.and adjusted by the National Geodetic Survey in June 1991..
 SX0225
 SX0225.The geoid height was determined by GEOID03.
 SX0225
 SX0225.The dynamic height is computed by dividing the NAVD 88
 SX0225.geopotential number by the normal gravity value computed on the
 SX0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0225.degrees latitude (g = 980.6199 gals.).
 SX0225
 SX0225.The modeled gravity was interpolated from observed gravity values.
 SX0225
 SX0225;                    North         East    Units  Estimated Accuracy
 SX0225;SPC WA S     -   197,540.      537,230.      MT  (+/- 180 meters Scaled)
 SX0225
 SX0225                          SUPERSEDED SURVEY CONTROL
 SX0225
 SX0225  NGVD 29 (??/??/92)  188.375  (m)          618.03   (f) ADJ UNCH    2 0
 SX0225
 SX0225.Superseded values are not recommended for survey control.
 SX0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0225.See file dsdata.txt to determine how the superseded data were derived.
 SX0225
 SX0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT268216(NAD 83)
 SX0225_MARKER: DB = BENCH MARK DISK
 SX0225_SETTING: 66 = SET IN ROCK OUTCROP
 SX0225_SP_SET: ROCK LEDGE
 SX0225_STAMPING: F 314 1949
 SX0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0225+STABILITY: POSITION/ELEVATION WELL
 SX0225
 SX0225  HISTORY     - Date     Condition        Report By
 SX0225  HISTORY     - 1949     MONUMENTED       CGS
 SX0225  HISTORY     - 1965     GOOD             USGS
 SX0225
 SX0225                          STATION DESCRIPTION
 SX0225
 SX0225'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SX0225'9.4 MI W FROM BURKE.
 SX0225'9.4 MILES WEST ALONG A COUNTY ROAD FROM STATE HIGHWAY 281 7.9 MILES
 SX0225'WEST OF ST.ANTHONYS CATHOLIC CHURCH, ABOUT 200 EAST OF EAST BANK OF
 SX0225'THE COLUMBIA RIVER, IN THE TOP OF A SMALL LEDGE, 42 SOUTH OF THE
 SX0225'CENTER LINE OF THE ROAD, 5 EAST OF A NORTH SOUTH FENCE LINE, AND ABOUT
 SX0225'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0358 ***********************************************************************
 SX0358  DESIGNATION -  F 315
 SX0358  PID         -  SX0358
 SX0358  STATE/COUNTY-  WA/KITTITAS
 SX0358  USGS QUAD   -  WEST BAR (1966)
 SX0358
 SX0358                         *CURRENT SURVEY CONTROL
 SX0358  ___________________________________________________________________
 SX0358* NAD 83(1986)-  47 08 09.     (N)    120 02 52.     (W)     SCALED    
 SX0358* NAVD 88     -       463.806  (meters)    1521.67   (feet)  ADJUSTED  
 SX0358  ___________________________________________________________________
 SX0358  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 SX0358  DYNAMIC HT  -         463.835 (meters)    1521.77  (feet)  COMP
 SX0358  MODELED GRAV-     980,663.0   (mgal)                       NAVD 88
 SX0358
 SX0358  VERT ORDER  -  SECOND    CLASS 0
 SX0358
 SX0358.The horizontal coordinates were scaled from a topographic map and have
 SX0358.an estimated accuracy of +/- 6 seconds.
 SX0358
 SX0358.The orthometric height was determined by differential leveling
 SX0358.and adjusted by the National Geodetic Survey in June 1991..
 SX0358
 SX0358.The geoid height was determined by GEOID03.
 SX0358
 SX0358.The dynamic height is computed by dividing the NAVD 88
 SX0358.geopotential number by the normal gravity value computed on the
 SX0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0358.degrees latitude (g = 980.6199 gals.).
 SX0358
 SX0358.The modeled gravity was interpolated from observed gravity values.
 SX0358
 SX0358;                    North         East    Units  Estimated Accuracy
 SX0358;SPC WA S     -   200,450.      534,310.      MT  (+/- 180 meters Scaled)
 SX0358
 SX0358                          SUPERSEDED SURVEY CONTROL
 SX0358
 SX0358  NGVD 29 (??/??/92)  462.670  (m)         1517.94   (f) ADJ UNCH    2 0
 SX0358
 SX0358.Superseded values are not recommended for survey control.
 SX0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0358.See file dsdata.txt to determine how the superseded data were derived.
 SX0358
 SX0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT238244(NAD 83)
 SX0358_MARKER: DB = BENCH MARK DISK
 SX0358_SETTING: 80 = SET IN A BOULDER
 SX0358_STAMPING: F 315 1949
 SX0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0358+STABILITY: SURFACE MOTION
 SX0358
 SX0358  HISTORY     - Date     Condition        Report By
 SX0358  HISTORY     - 1949     MONUMENTED       CGS
 SX0358  HISTORY     - 1966     GOOD             USGS
 SX0358
 SX0358                          STATION DESCRIPTION
 SX0358
 SX0358'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SX0358'2.0 MI S FROM SUNSET RANCH.
 SX0358'0.4 MILE SOUTH ALONG BRUSHY ROAD FROM THE SITE OF THE SUNSET RANCH,
 SX0358'THENCE 0.6 MILE SOUTH TO END OF ROAD IN DRY GULCH, THENCE 0.6 MILE
 SX0358'SOUTH ALONG ABANDONED WAGON ROAD TO A JUNCTION, THENCE 0.4 MILE SOUTH
 SX0358'ALONG JEEP TRAIL, ON THE SOUTH SLOPE OF THE RIDGE, NEAR THE HEAD OF A
 SX0358'DEEP RAVINE, IN THE TOP OF A 3 X 4 FOOT BOULDER, 30 FEET WEST OF TRAIL
 SX0358'AND ABOUT LEVEL WITH TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0221 ***********************************************************************
 SX0221  DESIGNATION -  F 316
 SX0221  PID         -  SX0221
 SX0221  STATE/COUNTY-  WA/KITTITAS
 SX0221  USGS QUAD   -  STRAY GULCH (1966)
 SX0221
 SX0221                         *CURRENT SURVEY CONTROL
 SX0221  ___________________________________________________________________
 SX0221* NAD 83(1986)-  47 09 08.     (N)    120 13 35.     (W)     SCALED    
 SX0221* NAVD 88     -      1302.006  (meters)    4271.66   (feet)  ADJUSTED  
 SX0221  ___________________________________________________________________
 SX0221  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 SX0221  DYNAMIC HT  -        1301.877 (meters)    4271.24  (feet)  COMP
 SX0221  MODELED GRAV-     980,467.2   (mgal)                       NAVD 88
 SX0221
 SX0221  VERT ORDER  -  SECOND    CLASS 0
 SX0221
 SX0221.The horizontal coordinates were scaled from a topographic map and have
 SX0221.an estimated accuracy of +/- 6 seconds.
 SX0221
 SX0221.The orthometric height was determined by differential leveling
 SX0221.and adjusted by the National Geodetic Survey in June 1991..
 SX0221
 SX0221.The geoid height was determined by GEOID03.
 SX0221
 SX0221.The dynamic height is computed by dividing the NAVD 88
 SX0221.geopotential number by the normal gravity value computed on the
 SX0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0221.degrees latitude (g = 980.6199 gals.).
 SX0221
 SX0221.The modeled gravity was interpolated from observed gravity values.
 SX0221
 SX0221;                    North         East    Units  Estimated Accuracy
 SX0221;SPC WA S     -   202,210.      520,750.      MT  (+/- 180 meters Scaled)
 SX0221
 SX0221                          SUPERSEDED SURVEY CONTROL
 SX0221
 SX0221  NGVD 29 (??/??/92) 1300.774  (m)         4267.62   (f) ADJ UNCH    2 0
 SX0221
 SX0221.Superseded values are not recommended for survey control.
 SX0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0221.See file dsdata.txt to determine how the superseded data were derived.
 SX0221
 SX0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT102258(NAD 83)
 SX0221_MARKER: DB = BENCH MARK DISK
 SX0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0221_STAMPING: F 316 1949
 SX0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0221+STABILITY: SURFACE MOTION
 SX0221
 SX0221  HISTORY     - Date     Condition        Report By
 SX0221  HISTORY     - 1949     MONUMENTED       CGS
 SX0221
 SX0221                          STATION DESCRIPTION
 SX0221
 SX0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SX0221'10.4 MI W FROM SUNSET RANCH.
 SX0221'10.4 MILES WEST ALONG THE BUSHY ROAD FROM THE SUNSET RANCH, IN A
 SX0221'WOODED AREA, 32 1/2 FEET NORTHWEST OF A 36-INCH PINE STUMP, 30 FEET
 SX0221'SOUTH OF THE CENTER LINE OF THE ROAD, 27 1/2 FEET NORTHEAST OF A
 SX0221'30-INCH PINE STUMP, 1.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH
 SX0221'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 SX0221'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1698 ***********************************************************************
 SA1698  DESIGNATION -  F 317
 SA1698  PID         -  SA1698
 SA1698  STATE/COUNTY-  WA/BENTON
 SA1698  USGS QUAD   -  RIVERLAND (1986)
 SA1698
 SA1698                         *CURRENT SURVEY CONTROL
 SA1698  ___________________________________________________________________
 SA1698* NAD 83(1986)-  46 34 36.     (N)    119 38 16.     (W)     SCALED    
 SA1698* NAVD 88     -       202.837  (meters)     665.47   (feet)  ADJUSTED  
 SA1698  ___________________________________________________________________
 SA1698  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SA1698  DYNAMIC HT  -         202.850 (meters)     665.52  (feet)  COMP
 SA1698  MODELED GRAV-     980,675.5   (mgal)                       NAVD 88
 SA1698
 SA1698  VERT ORDER  -  SECOND    CLASS 0
 SA1698
 SA1698.The horizontal coordinates were scaled from a topographic map and have
 SA1698.an estimated accuracy of +/- 6 seconds.
 SA1698
 SA1698.The orthometric height was determined by differential leveling
 SA1698.and adjusted by the National Geodetic Survey in June 1991..
 SA1698
 SA1698.The geoid height was determined by GEOID03.
 SA1698
 SA1698.The dynamic height is computed by dividing the NAVD 88
 SA1698.geopotential number by the normal gravity value computed on the
 SA1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1698.degrees latitude (g = 980.6199 gals.).
 SA1698
 SA1698.The modeled gravity was interpolated from observed gravity values.
 SA1698
 SA1698;                    North         East    Units  Estimated Accuracy
 SA1698;SPC WA S     -   138,560.      566,090.      MT  (+/- 180 meters Scaled)
 SA1698
 SA1698                          SUPERSEDED SURVEY CONTROL
 SA1698
 SA1698  NGVD 29 (??/??/92)  201.774  (m)          661.99   (f) ADJ UNCH    2 0
 SA1698
 SA1698.Superseded values are not recommended for survey control.
 SA1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1698.See file dsdata.txt to determine how the superseded data were derived.
 SA1698
 SA1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM978615(NAD 83)
 SA1698_MARKER: DB = BENCH MARK DISK
 SA1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1698_STAMPING: F 317 1949
 SA1698_MARK LOGO: CGS   
 SA1698_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1698+STABILITY: SURFACE MOTION
 SA1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1698+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1992
 SA1698
 SA1698  HISTORY     - Date     Condition        Report By
 SA1698  HISTORY     - 1949     MONUMENTED       CGS
 SA1698  HISTORY     - 19921111 GOOD             CHANCE
 SA1698
 SA1698                          STATION DESCRIPTION
 SA1698
 SA1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1698'7.9 MI SE FROM RIVERLAND.
 SA1698'3.6 MILES SOUTH ALONG THE SUNNYSIDE HIGHWAY FROM THE CHICAGO,
 SA1698'MILWAUKEE, ST.PAUL AND PACIFIC RAILROAD STATION SIGN AT RIVERLAND,
 SA1698'THENCE 4.3 MILES EAST ALONG STATE HIGHWAY 11A, 0.2 MILE WEST OF A
 SA1698'RAILROAD CROSSING, AT THE JUNCTION OF AN ASPHALT ROAD LEADING SOUTH,
 SA1698'123 FEET EAST OF THE PROLONGATION OF THE CENTER LINE OF THE ASPHALT
 SA1698'ROAD, 60.4 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 SA1698'HIGHWAY, 7 1/2 FEET WEST OF POWER POLE D8-LI-54, 2.0 FEET EAST OF A
 SA1698'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 SA1698'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 SA1698
 SA1698                          STATION RECOVERY (1992)
 SA1698
 SA1698'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (SDC)
 SA1698'THE STATION IS LOCATED APPROXIMATELY 29 MI (46.67 KM) NORTHWEST OF
 SA1698'RICHLAND, WA. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS
 SA1698'240, 24 EAST, 24 WEST, AND RTE. 11, PROCEED EAST THROUGH THE YAKIMA
 SA1698'GATE 4.3 MI (6.92 KM) TO (200 WEST AREA ACCESS ROAD) AND THE STATION
 SA1698'ON THE LEFT, PROJECTING 5 CM, 122.2 FT (37.25 M) EAST OF THE EAST EDGE
 SA1698'OF THE 200 AREA ACCESS ROAD, 48.3 FT (14.72 M) NORTH OF THE NORTH EDGE
 SA1698'OF RTE. 11 AND 1.7 FT (0.52 M) EAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1256 ***********************************************************************
 SA1256  DESIGNATION -  F 318
 SA1256  PID         -  SA1256
 SA1256  STATE/COUNTY-  WA/BENTON
 SA1256  USGS QUAD   -  SAGEBRUSH RIDGE (1979)
 SA1256
 SA1256                         *CURRENT SURVEY CONTROL
 SA1256  ___________________________________________________________________
 SA1256* NAD 83(1986)-  46 16 02.     (N)    119 47 21.     (W)     SCALED    
 SA1256* NAVD 88     -       308.364  (meters)    1011.69   (feet)  ADJUSTED  
 SA1256  ___________________________________________________________________
 SA1256  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 SA1256  DYNAMIC HT  -         308.370 (meters)    1011.71  (feet)  COMP
 SA1256  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 SA1256
 SA1256  VERT ORDER  -  SECOND    CLASS 0
 SA1256
 SA1256.The horizontal coordinates were scaled from a topographic map and have
 SA1256.an estimated accuracy of +/- 6 seconds.
 SA1256
 SA1256.The orthometric height was determined by differential leveling
 SA1256.and adjusted by the National Geodetic Survey in June 1991..
 SA1256
 SA1256.The geoid height was determined by GEOID03.
 SA1256
 SA1256.The dynamic height is computed by dividing the NAVD 88
 SA1256.geopotential number by the normal gravity value computed on the
 SA1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1256.degrees latitude (g = 980.6199 gals.).
 SA1256
 SA1256.The modeled gravity was interpolated from observed gravity values.
 SA1256
 SA1256;                    North         East    Units  Estimated Accuracy
 SA1256;SPC WA S     -   104,050.      554,790.      MT  (+/- 180 meters Scaled)
 SA1256
 SA1256                          SUPERSEDED SURVEY CONTROL
 SA1256
 SA1256  NGVD 29 (??/??/92)  307.319  (m)         1008.26   (f) ADJ UNCH    2 0
 SA1256
 SA1256.Superseded values are not recommended for survey control.
 SA1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1256.See file dsdata.txt to determine how the superseded data were derived.
 SA1256
 SA1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM850275(NAD 83)
 SA1256_MARKER: DB = BENCH MARK DISK
 SA1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1256_STAMPING: F 318 1949
 SA1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1256+STABILITY: SURFACE MOTION
 SA1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1256+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2002
 SA1256
 SA1256  HISTORY     - Date     Condition        Report By
 SA1256  HISTORY     - 1949     MONUMENTED       CGS
 SA1256  HISTORY     - 20020319 GOOD             WADT
 SA1256
 SA1256                          STATION DESCRIPTION
 SA1256
 SA1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1256'4.7 MI N FROM PROSSER.
 SA1256'1.2 MILES NORTHWEST ALONG U. S. HIGHWAY 410 FROM THE NORTHERN PACIFIC
 SA1256'RAILWAY STATION AT PROSSER, THENCE 3.5 MILES NORTH ALONG GAP ROAD, 0.4
 SA1256'MILE SOUTH OF THE INTERSECTION OF HANKS ROAD, 115 FEET EAST OF THE
 SA1256'SOUTHEAST CORNER OF A SMALL FARM-HOUSE, 24 FEET EAST OF THE CENTER
 SA1256'LINE OF THE ROAD, 5 1/2 FEET NORTH OF A POWER LINE GUY POLE, 2.0 FEET
 SA1256'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SA1256'OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 SA1256
 SA1256                          STATION RECOVERY (2002)
 SA1256
 SA1256'RECOVERY NOTE BY WA DEPT OF TRANSP 2002 (ELS)
 SA1256'SET WSDOT MONUMENT GUIDE POST 30CM NE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1230 ***********************************************************************
 SA1230  DESIGNATION -  F 319
 SA1230  PID         -  SA1230
 SA1230  STATE/COUNTY-  WA/BENTON
 SA1230  USGS QUAD   -  WHITSTRAN (1965)
 SA1230
 SA1230                         *CURRENT SURVEY CONTROL
 SA1230  ___________________________________________________________________
 SA1230* NAD 83(1986)-  46 14 15.     (N)    119 41 04.     (W)     SCALED    
 SA1230* NAVD 88     -       199.727  (meters)     655.27   (feet)  ADJUSTED  
 SA1230  ___________________________________________________________________
 SA1230  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SA1230  DYNAMIC HT  -         199.733 (meters)     655.29  (feet)  COMP
 SA1230  MODELED GRAV-     980,641.9   (mgal)                       NAVD 88
 SA1230
 SA1230  VERT ORDER  -  SECOND    CLASS 0
 SA1230
 SA1230.The horizontal coordinates were scaled from a topographic map and have
 SA1230.an estimated accuracy of +/- 6 seconds.
 SA1230
 SA1230.The orthometric height was determined by differential leveling
 SA1230.and adjusted by the National Geodetic Survey in June 1991..
 SA1230
 SA1230.The geoid height was determined by GEOID03.
 SA1230
 SA1230.The dynamic height is computed by dividing the NAVD 88
 SA1230.geopotential number by the normal gravity value computed on the
 SA1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1230.degrees latitude (g = 980.6199 gals.).
 SA1230
 SA1230.The modeled gravity was interpolated from observed gravity values.
 SA1230
 SA1230;                    North         East    Units  Estimated Accuracy
 SA1230;SPC WA S     -   100,820.      562,900.      MT  (+/- 180 meters Scaled)
 SA1230
 SA1230                          SUPERSEDED SURVEY CONTROL
 SA1230
 SA1230  NGVD 29 (??/??/92)  198.673  (m)          651.81   (f) ADJ UNCH    2 0
 SA1230
 SA1230.Superseded values are not recommended for survey control.
 SA1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1230.See file dsdata.txt to determine how the superseded data were derived.
 SA1230
 SA1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM930239(NAD 83)
 SA1230_MARKER: DB = BENCH MARK DISK
 SA1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1230_SP_SET: SIPHON
 SA1230_STAMPING: F 319 1949
 SA1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1230
 SA1230  HISTORY     - Date     Condition        Report By
 SA1230  HISTORY     - 1949     MONUMENTED       CGS
 SA1230
 SA1230                          STATION DESCRIPTION
 SA1230
 SA1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1230'1.1 MI E FROM WHITSTRAN.
 SA1230'1.1 MILES EAST ALONG THE BENTON CITY HIGHWAY FROM THE GRAMMAR SCHOOL
 SA1230'AT WHITSTRAN, AT THE CROSSING OF THE SUNNYSIDE BRANCH OF THE NORTHERN
 SA1230'PACIFIC RAILWAY, 1.5 MILES WEST OF GIBBON, 1 RAIL EAST OF THE CENTER
 SA1230'LINE OF THE HIGHWAY, 14 FEET NORTH OF THE NORTH RAIL, ABOUT 4 FEET
 SA1230'HIGHER THAN THE HIGHWAY, AND IN THE TOP OF THE APPROXIMATE CENTER OF
 SA1230'AN IRRIGATION SIPHON HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0427 ***********************************************************************
 TO0427  DESIGNATION -  F 32
 TO0427  PID         -  TO0427
 TO0427  STATE/COUNTY-  WA/STEVENS
 TO0427  USGS QUAD   -  FOREST CENTER (1980)
 TO0427
 TO0427                         *CURRENT SURVEY CONTROL
 TO0427  ___________________________________________________________________
 TO0427* NAD 83(1986)-  48 02 57.     (N)    117 48 22.     (W)     SCALED    
 TO0427* NAVD 88     -       651.980  (meters)    2139.04   (feet)  ADJUSTED  
 TO0427  ___________________________________________________________________
 TO0427  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TO0427  DYNAMIC HT  -         652.022 (meters)    2139.18  (feet)  COMP
 TO0427  MODELED GRAV-     980,655.5   (mgal)                       NAVD 88
 TO0427
 TO0427  VERT ORDER  -  FIRST     CLASS II
 TO0427
 TO0427.The horizontal coordinates were scaled from a topographic map and have
 TO0427.an estimated accuracy of +/- 6 seconds.
 TO0427
 TO0427.The orthometric height was determined by differential leveling
 TO0427.and adjusted by the National Geodetic Survey in June 1991..
 TO0427
 TO0427.The geoid height was determined by GEOID03.
 TO0427
 TO0427.The dynamic height is computed by dividing the NAVD 88
 TO0427.geopotential number by the normal gravity value computed on the
 TO0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0427.degrees latitude (g = 980.6199 gals.).
 TO0427
 TO0427.The modeled gravity was interpolated from observed gravity values.
 TO0427
 TO0427;                    North         East    Units  Estimated Accuracy
 TO0427;SPC WA N     -   121,090.      725,620.      MT  (+/- 180 meters Scaled)
 TO0427
 TO0427                          SUPERSEDED SURVEY CONTROL
 TO0427
 TO0427  NGVD 29 (??/??/92)  650.756  (m)         2135.02   (f) ADJ UNCH    1 2
 TO0427
 TO0427.Superseded values are not recommended for survey control.
 TO0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0427.See file dsdata.txt to determine how the superseded data were derived.
 TO0427
 TO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP399220(NAD 83)
 TO0427_MARKER: DB = BENCH MARK DISK
 TO0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0427_STAMPING: F 32 1933
 TO0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0427+STABILITY: SURFACE MOTION
 TO0427
 TO0427  HISTORY     - Date     Condition        Report By
 TO0427  HISTORY     - 1933     MONUMENTED       CGS
 TO0427  HISTORY     - 1969     GOOD             NGS
 TO0427
 TO0427                          STATION DESCRIPTION
 TO0427
 TO0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TO0427'4.0 MI W FROM SPRINGDALE.
 TO0427'THE MARK IS 3.2 MILES WEST ALONG THE SPRINGDALE-HUNTERS ROAD FROM ITS
 TO0427'JUNCTION WITH STATE HIGHWAY 231, AT THE EASTERN END OF A 3/4 - MILE
 TO0427'LONG STRAIGHT STRETCH OF ROAD, 120 FEET NORTHWEST OF THE PROJECTED
 TO0427'CENTERLINE OF THE MAIN ROAD GOING NORTHEAST, 27 FEET NORTH OF THE
 TO0427'CENTERLINE OF THE ROAD GOING WEST, 25 FEET WEST OF A PROJECTED
 TO0427'NORTH-SOUTH FENCELINE, ABOUT 1 FOOT WEST OF A METAL WITNESS POST AND
 TO0427'ABOUT 6 INCHES LOWER THAN THE ROAD.  THE MARK PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1746 ***********************************************************************
 SA1746  DESIGNATION -  F 320
 SA1746  PID         -  SA1746
 SA1746  STATE/COUNTY-  WA/BENTON
 SA1746  USGS QUAD   -  EMERSON NIPPLE (1975)
 SA1746
 SA1746                         *CURRENT SURVEY CONTROL
 SA1746  ___________________________________________________________________
 SA1746* NAD 83(1986)-  46 36 53.     (N)    119 51 29.     (W)     SCALED    
 SA1746* NAVD 88     -       442.976  (meters)    1453.33   (feet)  ADJUSTED  
 SA1746  ___________________________________________________________________
 SA1746  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SA1746  DYNAMIC HT  -         443.003 (meters)    1453.42  (feet)  COMP
 SA1746  MODELED GRAV-     980,660.5   (mgal)                       NAVD 88
 SA1746
 SA1746  VERT ORDER  -  SECOND    CLASS 0
 SA1746
 SA1746.The horizontal coordinates were scaled from a topographic map and have
 SA1746.an estimated accuracy of +/- 6 seconds.
 SA1746
 SA1746.The orthometric height was determined by differential leveling
 SA1746.and adjusted by the National Geodetic Survey in June 1991..
 SA1746
 SA1746.The geoid height was determined by GEOID03.
 SA1746
 SA1746.The dynamic height is computed by dividing the NAVD 88
 SA1746.geopotential number by the normal gravity value computed on the
 SA1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1746.degrees latitude (g = 980.6199 gals.).
 SA1746
 SA1746.The modeled gravity was interpolated from observed gravity values.
 SA1746
 SA1746;                    North         East    Units  Estimated Accuracy
 SA1746;SPC WA S     -   142,630.      549,170.      MT  (+/- 180 meters Scaled)
 SA1746
 SA1746                          SUPERSEDED SURVEY CONTROL
 SA1746
 SA1746  NGVD 29 (??/??/92)  441.914  (m)         1449.85   (f) ADJ UNCH    2 0
 SA1746
 SA1746.Superseded values are not recommended for survey control.
 SA1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1746.See file dsdata.txt to determine how the superseded data were derived.
 SA1746
 SA1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM811663(NAD 83)
 SA1746_MARKER: DB = BENCH MARK DISK
 SA1746_SETTING: 66 = SET IN ROCK OUTCROP
 SA1746_SP_SET: OUTCROP
 SA1746_STAMPING: F 320 1949
 SA1746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1746+STABILITY: POSITION/ELEVATION WELL
 SA1746
 SA1746  HISTORY     - Date     Condition        Report By
 SA1746  HISTORY     - 1949     MONUMENTED       CGS
 SA1746
 SA1746                          STATION DESCRIPTION
 SA1746
 SA1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1746'6.5 MI W FROM RIVERLAND.
 SA1746'5.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SA1746'RAILROAD FROM THE SIDING SIGN AT RIVERLAND, THENCE 0.6 MILE SOUTH
 SA1746'ALONG A DEEP RAVINE, AT THE WEST SIDE OF THE RAVINE, ABOUT 75 YARDS
 SA1746'NORTH OF A POINT WHERE THE RAVINE LEVELS OFF SOUTH FOR ABOUT 0.2 MILE,
 SA1746'ABOUT 10 FEET WEST OF THE WEST SIDE OF A HIGH MASS OF LOOSE JAGGED
 SA1746'ROCK, 3 FEET WEST OF THE CENTER OF A WASH, IN THE TOP OF AN OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1057 ***********************************************************************
 SA1057  DESIGNATION -  F 321
 SA1057  PID         -  SA1057
 SA1057  STATE/COUNTY-  WA/BENTON
 SA1057  USGS QUAD   -  HORN RAPIDS DAM (1977)
 SA1057
 SA1057                         *CURRENT SURVEY CONTROL
 SA1057  ___________________________________________________________________
 SA1057* NAD 83(1986)-  46 22 31.     (N)    119 29 45.     (W)     SCALED    
 SA1057* NAVD 88     -       298.825  (meters)     980.39   (feet)  ADJUSTED  
 SA1057  ___________________________________________________________________
 SA1057  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SA1057  DYNAMIC HT  -         298.834 (meters)     980.42  (feet)  COMP
 SA1057  MODELED GRAV-     980,634.3   (mgal)                       NAVD 88
 SA1057
 SA1057  VERT ORDER  -  SECOND    CLASS 0
 SA1057
 SA1057.The horizontal coordinates were scaled from a topographic map and have
 SA1057.an estimated accuracy of +/- 6 seconds.
 SA1057
 SA1057.The orthometric height was determined by differential leveling
 SA1057.and adjusted by the National Geodetic Survey in June 1991..
 SA1057
 SA1057.The geoid height was determined by GEOID03.
 SA1057
 SA1057.The dynamic height is computed by dividing the NAVD 88
 SA1057.geopotential number by the normal gravity value computed on the
 SA1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1057.degrees latitude (g = 980.6199 gals.).
 SA1057
 SA1057.The modeled gravity was interpolated from observed gravity values.
 SA1057
 SA1057;                    North         East    Units  Estimated Accuracy
 SA1057;SPC WA S     -   116,300.      577,250.      MT  (+/- 180 meters Scaled)
 SA1057
 SA1057                          SUPERSEDED SURVEY CONTROL
 SA1057
 SA1057  NGVD 29 (??/??/92)  297.776  (m)          976.95   (f) ADJ UNCH    2 0
 SA1057
 SA1057.Superseded values are not recommended for survey control.
 SA1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1057.See file dsdata.txt to determine how the superseded data were derived.
 SA1057
 SA1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM080387(NAD 83)
 SA1057_MARKER: DB = BENCH MARK DISK
 SA1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1057_STAMPING: F 321 1949
 SA1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1057+STABILITY: SURFACE MOTION
 SA1057
 SA1057  HISTORY     - Date     Condition        Report By
 SA1057  HISTORY     - 1949     MONUMENTED       CGS
 SA1057
 SA1057                          STATION DESCRIPTION
 SA1057
 SA1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1057'11.5 MI N FROM BENTON CITY.
 SA1057'8.6 MILES NORTH ALONG THE HANFORD ROAD FROM THE POST OFFICE AT BENTON
 SA1057'CITY, THENCE 2.9 MILES WEST ALONG A GRAVELED ROAD, 0.8 MILE EAST OF
 SA1057'THE INTERSECTION OF A CROSS ROAD, ABOUT 65 YARDS NORTH OF THE CENTER
 SA1057'OF A RAVINE, ON TOP OF A SMALL RISE, 37 FEET SOUTH OF THE CENTER LINE
 SA1057'OF THE ROAD, 2.5 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 SA1057'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 SA1057'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1725 ***********************************************************************
 SA1725  DESIGNATION -  F 322
 SA1725  PID         -  SA1725
 SA1725  STATE/COUNTY-  WA/BENTON
 SA1725  USGS QUAD   -  RIVERLAND (1986)
 SA1725
 SA1725                         *CURRENT SURVEY CONTROL
 SA1725  ___________________________________________________________________
 SA1725* NAD 83(1991)-  46 33 55.11053(N)    119 39 50.74204(W)     ADJUSTED  
 SA1725* NAVD 88     -       242.789  (meters)     796.55   (feet)  ADJUSTED  
 SA1725  ___________________________________________________________________
 SA1725  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 SA1725  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA1725  DYNAMIC HT  -         242.803 (meters)     796.60  (feet)  COMP
 SA1725  MODELED GRAV-     980,665.9   (mgal)                       NAVD 88
 SA1725
 SA1725  HORZ ORDER  -  SECOND
 SA1725  VERT ORDER  -  SECOND    CLASS 0
 SA1725
 SA1725.The horizontal coordinates were established by classical geodetic methods
 SA1725.and adjusted by the National Geodetic Survey in December 1991..
 SA1725
 SA1725.The orthometric height was determined by differential leveling
 SA1725.and adjusted by the National Geodetic Survey in January 1997..
 SA1725
 SA1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1725
 SA1725.The geoid height was determined by GEOID03.
 SA1725
 SA1725.The dynamic height is computed by dividing the NAVD 88
 SA1725.geopotential number by the normal gravity value computed on the
 SA1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1725.degrees latitude (g = 980.6199 gals.).
 SA1725
 SA1725.The modeled gravity was interpolated from observed gravity values.
 SA1725
 SA1725;                    North         East     Units Scale Factor Converg.
 SA1725;SPC WA S     -   137,273.280   564,082.696   MT  0.99991466   +0 36 25.9
 SA1725;SPC WA S     -   450,370.75  1,850,661.31   sFT  0.99991466   +0 36 25.9
 SA1725;UTM  11      - 5,160,308.348   295,827.784   MT  1.00011242   -1 56 06.8
 SA1725
 SA1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1725!SPC WA S     -   0.99996529  x   0.99991466  =   0.99987995
 SA1725!UTM  11      -   0.99996529  x   1.00011242  =   1.00007770
 SA1725
 SA1725                          SUPERSEDED SURVEY CONTROL
 SA1725
 SA1725  NAD 83(1986)-  46 33 55.11977(N)    119 39 50.73198(W) AD(       ) 2
 SA1725  NAD 27      -  46 33 55.64002(N)    119 39 46.61516(W) AD(       ) 2
 SA1725  NAVD 88 (06/15/91)  242.804  (m)          796.60   (f) UNKNOWN     2 0
 SA1725  NGVD 29 (??/??/92)  241.740  (m)          793.11   (f) ADJ UNCH    2 0
 SA1725
 SA1725.Superseded values are not recommended for survey control.
 SA1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1725.See file dsdata.txt to determine how the superseded data were derived.
 SA1725
 SA1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9582860308(NAD 83)
 SA1725_MARKER: DB = BENCH MARK DISK
 SA1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1725_STAMPING: F 322 1949
 SA1725_MARK LOGO: CGS   
 SA1725_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1725+STABILITY: SURFACE MOTION
 SA1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1725+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1992
 SA1725
 SA1725  HISTORY     - Date     Condition        Report By
 SA1725  HISTORY     - 1949     MONUMENTED       CGS
 SA1725  HISTORY     - 1982     GOOD             KAISER
 SA1725  HISTORY     - 19921113 GOOD             CHANCE
 SA1725
 SA1725                          STATION DESCRIPTION
 SA1725
 SA1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1725'4.9 MI N FROM BENSON RANCH.
 SA1725'4.9 MILES NORTH ALONG A COUNTY GRADED ROAD FROM THE BENSON RANCH, 1.2
 SA1725'MILES SOUTHEAST OF BM E 317, 0.8 MILE SOUTH OF THE JUNCTION OF STATE
 SA1725'HIGHWAY 11A, 0.3 MILE NORTH OF THE JUNCTION OF A GRADED ROAD LEADING
 SA1725'WEST, ON TOP OF A HILL, 45 FEET WEST OF THE CENTER LINE OF THE ROAD,
 SA1725'17 FEET SOUTH OF THE CENTER LINE OF A DIM TRACK ROAD, 18.3 FEET
 SA1725'SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 SA1725'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SA1725'GROUND.
 SA1725
 SA1725                          STATION RECOVERY (1982)
 SA1725
 SA1725'RECOVERY NOTE BY KAISER INDUSTRIES CORPORATION 1982 (ARG)
 SA1725'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED IN USCGS LEVEL LINE
 SA1725'FOR HANDFORD AREA.  LINE 6 TAPE MARK WAS TIED INTO HORIZONTAL NET BY
 SA1725'KEH FIELD CREWS.
 SA1725'
 SA1725'NOTE---THERE ARE NO REFERENCE MARKS SET.
 SA1725'
 SA1725'THE ELEVATION OF THE 1949 USCGS STATION IS 241.740 METERS.
 SA1725'
 SA1725'THE 1982 ELEVATION LEVELS ARE 241.741 METERS.
 SA1725'
 SA1725'THE STATION IS LOCATED 26 MILES NW OF RICHLAND, 4.5 MILE NORTH OF
 SA1725'BENTON RANCH SITE, 45 FEET WEST OF PAVED RD (ARMY LOOP ROAD) AT THE
 SA1725'TOP OF A ROAD CUT AT THE TOP OF THE RIDGE.
 SA1725'
 SA1725'TO REACH THE STATION FROM FEDERAL BUILDING IN RICHLAND, GO NORTH ALONG
 SA1725'JADWIN AVENUE 2.3 MILES TO THE JCT WITH HIGHWAY 240, TAKE 240 NORTH
 SA1725'TOWARD VANTAGE 23.0 MILES TO GATE 117A (GATE IS LOCKED, OBTAIN KEY
 SA1725'FROM DOE RICHLAND) TURN RIGHT (NORTH) THROUGH GATE ONTO GRAVEL ROAD
 SA1725'AND PROCEED NORTH 0.8 MILES TO INTERSECTION WITH PAVED ROAD (ARMY LOOP
 SA1725'ROAD) PROCEED AHEAD NORTH ALONG PAVED ROAD FOR 3.0 MILES TO CREST OF
 SA1725'RIDGE AND STATION ON THE LEFT AT THE TOP OF THE CUT.
 SA1725'
 SA1725'TO REACH MARK FROM GATE 117A WITHOUT GOING THROUGH LOCKED GATE,
 SA1725'CONTINUE NORTH ON HIGHWAY 240 5.8 MILES TO THE YAKIMA JCT.  TURN
 SA1725'RIGHT, PROCEED 0.1 MILE TO SECURITY GATE TO HANDFORD.  THENCE 3.1 MILE
 SA1725'TO A CROSS ROAD (ARMY LOOP ROAD), TURN RIGHT AND PROCEED SOUTH 0.7
 SA1725'MILE TO WHERE ROAD STARTS DOWN HILL.  STATION IS TO RIGHT (WEST) AT
 SA1725'THE TOP OF THE CUT.
 SA1725
 SA1725                          STATION RECOVERY (1992)
 SA1725
 SA1725'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (RLH)
 SA1725'THE STATION IS LOCATED APPROXIMATELY 28.5 MI (45.87 KM) NORTHWEST OF
 SA1725'RICHLAND, WA. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS
 SA1725'240, 24 EAST, 24 WEST, AND RTE. 11, PROCEED EAST THRU THE YAKIMA
 SA1725'BARRICADE FOR 3.0 MI (4.83 KM) TO RTE. 6, TURN RIGHT AND PROCEED SOUTH
 SA1725'ON RTE. 6 FOR 0.8 MI (1.29 KM) AND THE STATION ON THE RIGHT. 45.8 FT
 SA1725'(13.96 M) WEST OF THE WEST EDGE OF PAVEMENT, 2.5 FT (0.76 M) SOUTHEAST
 SA1725'OF A CARSONITE WITNESS POST, AND IS SET IN A SMALL HILL WEST OF THE
 SA1725'ROAD AND ABOUT 12 FT (3.66 M) ABOVE THE ROADWAY. NOTE- THE CONCRETE
 SA1725'MONUMENT IS CRACKED IN SEVERAL LOCATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0699 ***********************************************************************
 SA0699  DESIGNATION -  F 322
 SA0699  PID         -  SA0699
 SA0699  STATE/COUNTY-  WA/FRANKLIN
 SA0699  USGS QUAD   -  SCOOTENEY RESERVOIR (1986)
 SA0699
 SA0699                         *CURRENT SURVEY CONTROL
 SA0699  ___________________________________________________________________
 SA0699* NAD 83(1986)-  46 39 48.     (N)    119 03 45.     (W)     SCALED    
 SA0699* NAVD 88     -       282.29   (+/-2cm)     926.1    (feet)  VERTCON   
 SA0699  ___________________________________________________________________
 SA0699  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SA0699
 SA0699  VERT ORDER  -  ? (See Below)
 SA0699
 SA0699.The horizontal coordinates were scaled from a topographic map and have
 SA0699.an estimated accuracy of +/- 6 seconds.
 SA0699
 SA0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0699.The vertical order pertains to the NGVD 29 superseded value.
 SA0699
 SA0699.The geoid height was determined by GEOID03.
 SA0699
 SA0699;                    North         East    Units  Estimated Accuracy
 SA0699;SPC WA S     -   148,830.      610,000.      MT  (+/- 180 meters Scaled)
 SA0699
 SA0699                          SUPERSEDED SURVEY CONTROL
 SA0699
 SA0699  NGVD 29 (??/??/92)  281.192  (m)          922.54   (f) ADJ UNCH    ?  
 SA0699
 SA0699.Superseded values are not recommended for survey control.
 SA0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0699.See file dsdata.txt to determine how the superseded data were derived.
 SA0699
 SA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM422698(NAD 83)
 SA0699_MARKER: DD = SURVEY DISK
 SA0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0699_STAMPING: F 322 1938
 SA0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0699+STABILITY: SURFACE MOTION
 SA0699
 SA0699  HISTORY     - Date     Condition        Report By
 SA0699  HISTORY     - 1938     MONUMENTED       BOR
 SA0699  HISTORY     - 1965     GOOD             USGS
 SA0699  HISTORY     - 1983     MARK NOT FOUND   USGS
 SA0699
 SA0699                          STATION DESCRIPTION
 SA0699
 SA0699'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 SA0699'9.6 MI W FROM CONNELL.
 SA0699'ABOUT 9.6 MI. WEST ALONG STATE HWY. 260 AND HENDRICKS RD. FROM
 SA0699'CONNELL, FRANKLIN COUNTY, ABOUT .35 MI. EAST OF INTERSECTION OF
 SA0699'HENDRICKS RD. AND SCOOTONEY RD., ABOUT .1 MI. SE OF CURVE IN HENDRICKS
 SA0699'RD., ABOUT 12 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF ABANDONED
 SA0699'BUNKHOUSE AT GEORGE HENDRICKS RANCH.  A BUREAU OF RECLAMATION STANDARD
 SA0699'DISK STAMPED F 322 1938 AND SET IN THE TOP OF A CONCRETE POST
 SA0699'PROJECTING 6 INCHES ABOVE GROUND.
 SA0699
 SA0699                          STATION RECOVERY (1983)
 SA0699
 SA0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 SA0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0985 ***********************************************************************
 SA0985  DESIGNATION -  F 323
 SA0985  PID         -  SA0985
 SA0985  STATE/COUNTY-  WA/BENTON
 SA0985  USGS QUAD   -  RICHLAND (1992)
 SA0985
 SA0985                         *CURRENT SURVEY CONTROL
 SA0985  ___________________________________________________________________
 SA0985* NAD 83(1986)-  46 19 08.     (N)    119 16 21.     (W)     SCALED    
 SA0985* NAVD 88     -       115.288  (meters)     378.24   (feet)  ADJUSTED  
 SA0985  ___________________________________________________________________
 SA0985  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SA0985  DYNAMIC HT  -         115.293 (meters)     378.26  (feet)  COMP
 SA0985  MODELED GRAV-     980,652.9   (mgal)                       NAVD 88
 SA0985
 SA0985  VERT ORDER  -  SECOND    CLASS 0
 SA0985
 SA0985.The horizontal coordinates were scaled from a topographic map and have
 SA0985.an estimated accuracy of +/- 6 seconds.
 SA0985
 SA0985.The orthometric height was determined by differential leveling
 SA0985.and adjusted by the National Geodetic Survey in June 1991..
 SA0985
 SA0985.The geoid height was determined by GEOID03.
 SA0985
 SA0985.The dynamic height is computed by dividing the NAVD 88
 SA0985.geopotential number by the normal gravity value computed on the
 SA0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0985.degrees latitude (g = 980.6199 gals.).
 SA0985
 SA0985.The modeled gravity was interpolated from observed gravity values.
 SA0985
 SA0985;                    North         East    Units  Estimated Accuracy
 SA0985;SPC WA S     -   110,280.      594,530.      MT  (+/- 180 meters Scaled)
 SA0985
 SA0985                          SUPERSEDED SURVEY CONTROL
 SA0985
 SA0985  NGVD 29 (??/??/92)  114.252  (m)          374.84   (f) ADJ UNCH    2 0
 SA0985
 SA0985.Superseded values are not recommended for survey control.
 SA0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0985.See file dsdata.txt to determine how the superseded data were derived.
 SA0985
 SA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM250319(NAD 83)
 SA0985_MARKER: DB = BENCH MARK DISK
 SA0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0985_STAMPING: F 323 1949
 SA0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0985+STABILITY: SURFACE MOTION
 SA0985
 SA0985  HISTORY     - Date     Condition        Report By
 SA0985  HISTORY     - 1949     MONUMENTED       CGS
 SA0985  HISTORY     - 1974     MARK NOT FOUND   USGS
 SA0985
 SA0985                          STATION DESCRIPTION
 SA0985
 SA0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA0985'3.0 MI N FROM RICHLAND.
 SA0985'3.0 MILES NORTH ALONG GEORGE WASHINGTON WAY FROM THE POST OFFICE AT
 SA0985'RICHLAND, IN LINE WITH THE POWER LINE POLES, 255 FEET NORTH OF THE
 SA0985'CENTER LINE OF THE PROLONGATION OF SPENGLER DRIVE, 26.0 FEET EAST OF
 SA0985'THE CENTER LINE OF THE WAY,, 9 FEET NORTH OF A POWER LINE POLE, 4.1
 SA0985'FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE WAY, AND SET IN
 SA0985'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 SA0985'NOTE-- ALL REFERENCE TO THE POST OFFICE IN RICHLAND IN THIS LINE NO. 8
 SA0985'IS TO THE OLD LOCATION AT THE SOUTHWEST CORNER OF GEORGE WASHINGTON
 SA0985'WAY AND KNIGHT STREET-THE PRESENT POST OFFICE IS LOCATED ONE BLOCK
 SA0985'NORTH AND ONE BLOCK WEST OF THAT INTERSECTION-DATE OF THE CHANGE WAS
 SA0985'1968.
 SA0985
 SA0985                          STATION RECOVERY (1974)
 SA0985
 SA0985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA0985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1048 ***********************************************************************
 SA1048  DESIGNATION -  F 324
 SA1048  PID         -  SA1048
 SA1048  STATE/COUNTY-  WA/BENTON
 SA1048  USGS QUAD   -  RICHLAND (1992)
 SA1048
 SA1048                         *CURRENT SURVEY CONTROL
 SA1048  ___________________________________________________________________
 SA1048* NAD 83(1986)-  46 21 38.     (N)    119 21 53.     (W)     SCALED    
 SA1048* NAVD 88     -       151.023  (meters)     495.48   (feet)  ADJUSTED  
 SA1048  ___________________________________________________________________
 SA1048  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 SA1048  DYNAMIC HT  -         151.030 (meters)     495.50  (feet)  COMP
 SA1048  MODELED GRAV-     980,655.3   (mgal)                       NAVD 88
 SA1048
 SA1048  VERT ORDER  -  SECOND    CLASS 0
 SA1048
 SA1048.The horizontal coordinates were scaled from a topographic map and have
 SA1048.an estimated accuracy of +/- 6 seconds.
 SA1048
 SA1048.The orthometric height was determined by differential leveling
 SA1048.and adjusted by the National Geodetic Survey in June 1991..
 SA1048
 SA1048.The geoid height was determined by GEOID03.
 SA1048
 SA1048.The dynamic height is computed by dividing the NAVD 88
 SA1048.geopotential number by the normal gravity value computed on the
 SA1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1048.degrees latitude (g = 980.6199 gals.).
 SA1048
 SA1048.The modeled gravity was interpolated from observed gravity values.
 SA1048
 SA1048;                    North         East    Units  Estimated Accuracy
 SA1048;SPC WA S     -   114,800.      587,360.      MT  (+/- 180 meters Scaled)
 SA1048
 SA1048                          SUPERSEDED SURVEY CONTROL
 SA1048
 SA1048  NGVD 29 (??/??/92)  149.981  (m)          492.06   (f) ADJ UNCH    2 0
 SA1048
 SA1048.Superseded values are not recommended for survey control.
 SA1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1048.See file dsdata.txt to determine how the superseded data were derived.
 SA1048
 SA1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM180368(NAD 83)
 SA1048_MARKER: DB = BENCH MARK DISK
 SA1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1048_STAMPING: F 324 1949
 SA1048_MARK LOGO: CGS   
 SA1048_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1048+STABILITY: SURFACE MOTION
 SA1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA1048+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 SA1048
 SA1048  HISTORY     - Date     Condition        Report By
 SA1048  HISTORY     - 1949     MONUMENTED       CGS
 SA1048  HISTORY     - 1982     GOOD
 SA1048  HISTORY     - 19920909 GOOD             CHANCE
 SA1048  HISTORY     - 20060825 GOOD             GEOCAC
 SA1048
 SA1048                          STATION DESCRIPTION
 SA1048
 SA1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA1048'9.8 MI NW FROM RICHLAND.
 SA1048'5.2 MILES NORTH ALONG GEORGE WASHINGTON WAY FROM THE POST OFFICE AT
 SA1048'RICHLAND, THENCE 4.6 MILES WEST ALONG HORN RAPIDS ROAD, AT THE WEST
 SA1048'END OF A SHORT CUT ON TOP OF A SHARP RISE, 57 FEET SOUTH OF THE CENTER
 SA1048'LINE OF THE ROAD, 2.5 FEET WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER
 SA1048'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SA1048'FOOT ABOVE THE GROUND.
 SA1048
 SA1048                          STATION RECOVERY (1982)
 SA1048
 SA1048'RECOVERED 1982
 SA1048'RECOVERED IN GOOD CONDITION.
 SA1048
 SA1048                          STATION RECOVERY (1992)
 SA1048
 SA1048'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1992 (RLH)
 SA1048'THE STATION IS LOCATED APPROXIMATELY 6 MI (9.66 KM) NORTHWEST OF
 SA1048'RICHLAND, WA. TO REACH THE STATION FROM THE INTERSECTION OF STEVENS
 SA1048'ROAD AND HORN RAPIDS ROAD (WHICH IS LOCATED APPROXIMATELY 5 MI (8.05
 SA1048'KM) NORTH OF DOWNTOWN RICHLAND), PROCEED WEST ON HORN RAPIDS ROAD 4.1
 SA1048'MI (6.60 KM) TO A GRAVEL ROAD RIGHT, LEADING TO AN ELECTRICAL
 SA1048'SUB-STATION, CONTINUE WEST ON HORN RAPIDS ROAD ANOTHER 200 FT (60.96
 SA1048'M) TO STATION ON LEFT. THE STATION MARK IS PROJECTING 0.7 FT. THE
 SA1048'STATION IS 71 FT (21.64 M) SOUTH OF CENTERLINE OF HORN RAPIDS ROAD ,
 SA1048'2.5 FT (0.76 M) WEST OF A 4X4 WOODEN POST, AND 1.2 FT (0.37 M) EAST OF
 SA1048'A CARSONITE WITNESS POST.
 SA1048
 SA1048                          STATION RECOVERY (2006)
 SA1048
 SA1048'RECOVERY NOTE BY GEOCACHING 2006 (GOP)
 SA1048'HANDHELD GPS N46 21.651  W119 21.887
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0788 ***********************************************************************
 SA0788  DESIGNATION -  F 325
 SA0788  PID         -  SA0788
 SA0788  STATE/COUNTY-  WA/FRANKLIN
 SA0788  USGS QUAD   -  SAVAGE ISLAND (1986)
 SA0788
 SA0788                         *CURRENT SURVEY CONTROL
 SA0788  ___________________________________________________________________
 SA0788* NAD 83(1986)-  46 35 04.     (N)    119 21 27.     (W)     SCALED    
 SA0788* NAVD 88     -       125.303  (meters)     411.10   (feet)  ADJUSTED  
 SA0788  ___________________________________________________________________
 SA0788  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SA0788  DYNAMIC HT  -         125.310 (meters)     411.12  (feet)  COMP
 SA0788  MODELED GRAV-     980,671.7   (mgal)                       NAVD 88
 SA0788
 SA0788  VERT ORDER  -  SECOND    CLASS 0
 SA0788
 SA0788.The horizontal coordinates were scaled from a topographic map and have
 SA0788.an estimated accuracy of +/- 6 seconds.
 SA0788
 SA0788.The orthometric height was determined by differential leveling
 SA0788.and adjusted by the National Geodetic Survey in June 1991..
 SA0788
 SA0788.The geoid height was determined by GEOID03.
 SA0788
 SA0788.The dynamic height is computed by dividing the NAVD 88
 SA0788.geopotential number by the normal gravity value computed on the
 SA0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0788.degrees latitude (g = 980.6199 gals.).
 SA0788
 SA0788.The modeled gravity was interpolated from observed gravity values.
 SA0788
 SA0788;                    North         East    Units  Estimated Accuracy
 SA0788;SPC WA S     -   139,700.      587,560.      MT  (+/- 180 meters Scaled)
 SA0788
 SA0788                          SUPERSEDED SURVEY CONTROL
 SA0788
 SA0788  NGVD 29 (??/??/92)  124.236  (m)          407.60   (f) ADJ UNCH    2 0
 SA0788
 SA0788.Superseded values are not recommended for survey control.
 SA0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0788.See file dsdata.txt to determine how the superseded data were derived.
 SA0788
 SA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM193616(NAD 83)
 SA0788_MARKER: DB = BENCH MARK DISK
 SA0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0788_STAMPING: F 325 1949
 SA0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0788+STABILITY: SURFACE MOTION
 SA0788
 SA0788  HISTORY     - Date     Condition        Report By
 SA0788  HISTORY     - 1949     MONUMENTED       CGS
 SA0788
 SA0788                          STATION DESCRIPTION
 SA0788
 SA0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 SA0788'0.6 MI SE FROM HANFORD.
 SA0788'0.6 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE NORTHEAST LANDING OF
 SA0788'THE HANFORD FERRY, ABOUT 0.6 MILE NORTHWEST OF AN ABANDONED HOUSE,
 SA0788'0.35 MILE SOUTHEAST OF AN ABANDONED SCHOOL BUILDING, 27 1/2 FEET
 SA0788'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.4 FEET SOUTHEAST OF A
 SA0788'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, IN A FENCE LINE, AND
 SA0788'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1437 ***********************************************************************
 SA1437  DESIGNATION -  F 326
 SA1437  PID         -  SA1437
 SA1437  STATE/COUNTY-  WA/BENTON
 SA1437  USGS QUAD   -  PROSSER (1965)
 SA1437
 SA1437                         *CURRENT SURVEY CONTROL
 SA1437  ___________________________________________________________________
 SA1437* NAD 83(1986)-  46 08 34.     (N)    119 50 01.     (W)     SCALED    
 SA1437* NAVD 88     -       484.059  (meters)    1588.12   (feet)  ADJUSTED  
 SA1437  ___________________________________________________________________
 SA1437  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SA1437  DYNAMIC HT  -         484.057 (meters)    1588.11  (feet)  COMP
 SA1437  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 SA1437
 SA1437  VERT ORDER  -  SECOND    CLASS 0
 SA1437
 SA1437.The horizontal coordinates were scaled from a topographic map and have
 SA1437.an estimated accuracy of +/- 6 seconds.
 SA1437
 SA1437.The orthometric height was determined by differential leveling
 SA1437.and adjusted by the National Geodetic Survey in June 1991..
 SA1437
 SA1437.The geoid height was determined by GEOID03.
 SA1437
 SA1437.The dynamic height is computed by dividing the NAVD 88
 SA1437.geopotential number by the normal gravity value computed on the
 SA1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1437.degrees latitude (g = 980.6199 gals.).
 SA1437
 SA1437.The modeled gravity was interpolated from observed gravity values.
 SA1437
 SA1437;                    North         East    Units  Estimated Accuracy
 SA1437;SPC WA S     -    90,190.      551,480.      MT  (+/- 180 meters Scaled)
 SA1437
 SA1437                          SUPERSEDED SURVEY CONTROL
 SA1437
 SA1437  NGVD 29 (??/??/92)  483.018  (m)         1584.70   (f) ADJ UNCH    2 0
 SA1437
 SA1437.Superseded values are not recommended for survey control.
 SA1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1437.See file dsdata.txt to determine how the superseded data were derived.
 SA1437
 SA1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM811138(NAD 83)
 SA1437_MARKER: DB = BENCH MARK DISK
 SA1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1437_STAMPING: F 326 1950
 SA1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1437+STABILITY: SURFACE MOTION
 SA1437
 SA1437  HISTORY     - Date     Condition        Report By
 SA1437  HISTORY     - 1950     MONUMENTED       CGS
 SA1437
 SA1437                          STATION DESCRIPTION
 SA1437
 SA1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1437'7.6 MI SW FROM PROSSER.
 SA1437'ABOUT 3.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SA1437'STATION AT PROSSER, THENCE 3.9 MILES SOUTH ALONG WARD GAP ROAD, ABOUT
 SA1437'1.2 MILES NORTH OF THE JUNCTION OF WARD GAP ROAD AND SELLARDS ROAD, ON
 SA1437'THE NORTH SLOPE OF A SMALL KNOLL, 22.5 FEET WEST OF THE CENTER LINE OF
 SA1437'THE ROAD, 2.7 FEET SOUTH OF A WITNESS POST, 2 1/2 FEET LOWER THAN THE
 SA1437'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 SA1437'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0604 ***********************************************************************
 RZ0604  DESIGNATION -  F 328
 RZ0604  PID         -  RZ0604
 RZ0604  STATE/COUNTY-  WA/WHITMAN
 RZ0604  USGS QUAD   -  VIOLA (1964)
 RZ0604
 RZ0604                         *CURRENT SURVEY CONTROL
 RZ0604  ___________________________________________________________________
 RZ0604* NAD 83(1986)-  46 51 06.     (N)    117 07 11.     (W)     SCALED    
 RZ0604* NAVD 88     -       775.697  (meters)    2544.93   (feet)  ADJUSTED  
 RZ0604  ___________________________________________________________________
 RZ0604  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 RZ0604  DYNAMIC HT  -         775.646 (meters)    2544.77  (feet)  COMP
 RZ0604  MODELED GRAV-     980,523.3   (mgal)                       NAVD 88
 RZ0604
 RZ0604  VERT ORDER  -  SECOND    CLASS 0
 RZ0604
 RZ0604.The horizontal coordinates were scaled from a topographic map and have
 RZ0604.an estimated accuracy of +/- 6 seconds.
 RZ0604
 RZ0604.The orthometric height was determined by differential leveling
 RZ0604.and adjusted by the National Geodetic Survey in June 1991..
 RZ0604
 RZ0604.The geoid height was determined by GEOID03.
 RZ0604
 RZ0604.The dynamic height is computed by dividing the NAVD 88
 RZ0604.geopotential number by the normal gravity value computed on the
 RZ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0604.degrees latitude (g = 980.6199 gals.).
 RZ0604
 RZ0604.The modeled gravity was interpolated from observed gravity values.
 RZ0604
 RZ0604;                    North         East    Units  Estimated Accuracy
 RZ0604;SPC WA S     -   174,290.      757,700.      MT  (+/- 180 meters Scaled)
 RZ0604
 RZ0604                          SUPERSEDED SURVEY CONTROL
 RZ0604
 RZ0604  NGVD 29 (??/??/92)  774.591  (m)         2541.30   (f) ADJ UNCH    2 0
 RZ0604
 RZ0604.Superseded values are not recommended for survey control.
 RZ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0604.See file dsdata.txt to determine how the superseded data were derived.
 RZ0604
 RZ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM908886(NAD 83)
 RZ0604_MARKER: DB = BENCH MARK DISK
 RZ0604_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RZ0604_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RZ0604_STAMPING: F 328 1952
 RZ0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0604
 RZ0604  HISTORY     - Date     Condition        Report By
 RZ0604  HISTORY     - 1952     MONUMENTED       CGS
 RZ0604
 RZ0604                          STATION DESCRIPTION
 RZ0604
 RZ0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0604'5.4 MI SW FROM PALOUSE.
 RZ0604'5.4 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RZ0604'STATION AT PALOUSE, ON THE INSIDE OF A CURVE, ON THE TOP OF A CUT,
 RZ0604'ABOUT 45 YARDS NORTH OF THE SOUTH END OF THE CUT, 42.4 FEET EAST OF
 RZ0604'THE EAST RAIL, 3 FEET SOUTH OF A TELEPHONE POLE, 2.5 FEET NORTH OF A
 RZ0604'WITNESS POST, ABOUT 10 FEET HIGHER THAN THE TRACK, AND WELDED ON THE
 RZ0604'TOP OF A 3-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0239 ***********************************************************************
 TR0239  DESIGNATION -  F 329
 TR0239  PID         -  TR0239
 TR0239  STATE/COUNTY-  WA/SKAGIT
 TR0239  USGS QUAD   -  LA CONNER (1973)
 TR0239
 TR0239                         *CURRENT SURVEY CONTROL
 TR0239  ___________________________________________________________________
 TR0239* NAD 83(1986)-  48 27 01.     (N)    122 29 10.     (W)     SCALED    
 TR0239* NAVD 88     -         2.010  (meters)       6.59   (feet)  ADJUSTED  
 TR0239  ___________________________________________________________________
 TR0239  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 TR0239  DYNAMIC HT  -           2.010 (meters)       6.59  (feet)  COMP
 TR0239  MODELED GRAV-     980,884.1   (mgal)                       NAVD 88
 TR0239
 TR0239  VERT ORDER  -  FIRST     CLASS II
 TR0239
 TR0239.The horizontal coordinates were scaled from a topographic map and have
 TR0239.an estimated accuracy of +/- 6 seconds.
 TR0239
 TR0239.The orthometric height was determined by differential leveling
 TR0239.and adjusted by the National Geodetic Survey in June 1991..
 TR0239
 TR0239.The geoid height was determined by GEOID03.
 TR0239
 TR0239.The dynamic height is computed by dividing the NAVD 88
 TR0239.geopotential number by the normal gravity value computed on the
 TR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0239.degrees latitude (g = 980.6199 gals.).
 TR0239
 TR0239.The modeled gravity was interpolated from observed gravity values.
 TR0239
 TR0239;                    North         East    Units  Estimated Accuracy
 TR0239;SPC WA N     -   162,560.      377,750.      MT  (+/- 180 meters Scaled)
 TR0239
 TR0239                          SUPERSEDED SURVEY CONTROL
 TR0239
 TR0239  NGVD 29 (??/??/92)    0.857  (m)            2.81   (f) ADJ UNCH    1 2
 TR0239
 TR0239.Superseded values are not recommended for survey control.
 TR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0239.See file dsdata.txt to determine how the superseded data were derived.
 TR0239
 TR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU379664(NAD 83)
 TR0239_MARKER: DB = BENCH MARK DISK
 TR0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0239_STAMPING: F 329 1952
 TR0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0239+STABILITY: SURFACE MOTION
 TR0239
 TR0239  HISTORY     - Date     Condition        Report By
 TR0239  HISTORY     - 1952     MONUMENTED       CGS
 TR0239  HISTORY     - 1975     MARK NOT FOUND
 TR0239  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TR0239
 TR0239                          STATION DESCRIPTION
 TR0239
 TR0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TR0239'7.9 MI W FROM BURLINGTON.
 TR0239'0.4 MILE WEST ALONG FAIRHAVEN AVENUE FROM THE POST OFFICE AT
 TR0239'BURLINGTON, THENCE 0.3 MILE SOUTH ALONG U. S. HIGHWAY 99, THENCE 4.8
 TR0239'MILES SOUTHWEST ALONG STATE HIGHWAY 1 C, THENCE 2.4 MILES WEST ALONG
 TR0239'STATE HIGHWAY 1, 102 FEET WEST OF THE APPROXIMATE CENTER OF A LEVEE,
 TR0239'93 FEET WEST OF POWER LINE POLE NO. BA 8-4, 49 1/2 FEET SOUTH OF THE
 TR0239'CENTER LINE OF THE HIGHWAY, 15 FEET SOUTH OF THE CENTER OF THE WEST
 TR0239'END OF A 1-FOOT CONCRETE PIPE CULVERT UNDER A DRIVEWAY LEADING SOUTH
 TR0239'TO A FIELD, 6 FEET WEST OF THE WEST END OF A GATE, 2.3 FEET NORTH OF A
 TR0239'FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 TR0239'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 TR0239'ABOVE THE GROUND.
 TR0239
 TR0239                          STATION RECOVERY (1975)
 TR0239
 TR0239'RECOVERED 1975
 TR0239'MARK NOT FOUND.
 TR0239
 TR0239                          STATION RECOVERY (1984)
 TR0239
 TR0239'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0643 ***********************************************************************
 SW0643  DESIGNATION -  F 33
 SW0643  PID         -  SW0643
 SW0643  STATE/COUNTY-  WA/GRANT
 SW0643  USGS QUAD   -  EPHRATA SW (1956)
 SW0643
 SW0643                         *CURRENT SURVEY CONTROL
 SW0643  ___________________________________________________________________
 SW0643* NAD 83(1986)-  47 15 00.     (N)    119 43 08.     (W)     SCALED    
 SW0643* NAVD 88     -       391.416  (meters)    1284.17   (feet)  ADJUSTED  
 SW0643  ___________________________________________________________________
 SW0643  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 SW0643  DYNAMIC HT  -         391.444 (meters)    1284.26  (feet)  COMP
 SW0643  MODELED GRAV-     980,674.0   (mgal)                       NAVD 88
 SW0643
 SW0643  VERT ORDER  -  FIRST     CLASS II
 SW0643
 SW0643.The horizontal coordinates were scaled from a topographic map and have
 SW0643.an estimated accuracy of +/- 6 seconds.
 SW0643
 SW0643.The orthometric height was determined by differential leveling
 SW0643.and adjusted by the National Geodetic Survey in June 1991..
 SW0643
 SW0643.The geoid height was determined by GEOID03.
 SW0643
 SW0643.The dynamic height is computed by dividing the NAVD 88
 SW0643.geopotential number by the normal gravity value computed on the
 SW0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0643.degrees latitude (g = 980.6199 gals.).
 SW0643
 SW0643.The modeled gravity was interpolated from observed gravity values.
 SW0643
 SW0643;                    North         East    Units  Estimated Accuracy
 SW0643;SPC WA S     -   213,340.      559,130.      MT  (+/- 180 meters Scaled)
 SW0643
 SW0643                          SUPERSEDED SURVEY CONTROL
 SW0643
 SW0643  NGVD 29 (??/??/92)  390.286  (m)         1280.46   (f) ADJ UNCH    1 2
 SW0643
 SW0643.Superseded values are not recommended for survey control.
 SW0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0643.See file dsdata.txt to determine how the superseded data were derived.
 SW0643
 SW0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN942365(NAD 83)
 SW0643_MARKER: DB = BENCH MARK DISK
 SW0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0643_SP_SET: CONCRETE BLOCK
 SW0643_STAMPING: F 33 1933
 SW0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0643
 SW0643  HISTORY     - Date     Condition        Report By
 SW0643  HISTORY     - 1933     MONUMENTED       CGS
 SW0643  HISTORY     - 1968     GOOD             NGS
 SW0643
 SW0643                          STATION DESCRIPTION
 SW0643
 SW0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0643'IN WINCHESTER.
 SW0643'MARK IS 0.25 MILES EAST OF INTERSECTION OF COUNTY ROADS 11-NW AND
 SW0643'K-NW, 65 YARDS EAST-NORTHEAST OF INTERSECTION OF DIRT ROAD AND
 SW0643'RAILROAD, 82.8 FEET NORTH OF NORTH RAIL OF RAILROAD, 49 FEET EAST OF
 SW0643'PROJECTED WEST SIDE OF SUN GLO PRODUCERS INC.  BROWN CONCRETE BLOCK
 SW0643'BUILDING, 2 FEET SOUTH OF TELEGRAPH POLE NO A81, 1 FOOT SOUTH OF A
 SW0643'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0062 ***********************************************************************
 TR0062  DESIGNATION -  F 330
 TR0062  PID         -  TR0062
 TR0062  STATE/COUNTY-  WA/SKAGIT
 TR0062  USGS QUAD   -  BOW (1994)
 TR0062
 TR0062                         *CURRENT SURVEY CONTROL
 TR0062  ___________________________________________________________________
 TR0062* NAD 83(1986)-  48 36 18.     (N)    122 25 59.     (W)     SCALED    
 TR0062* NAVD 88     -         6.266  (meters)      20.56   (feet)  ADJUSTED  
 TR0062  ___________________________________________________________________
 TR0062  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 TR0062  DYNAMIC HT  -           6.268 (meters)      20.56  (feet)  COMP
 TR0062  MODELED GRAV-     980,878.1   (mgal)                       NAVD 88
 TR0062
 TR0062  VERT ORDER  -  FIRST     CLASS I
 TR0062
 TR0062.The horizontal coordinates were scaled from a topographic map and have
 TR0062.an estimated accuracy of +/- 6 seconds.
 TR0062
 TR0062.The orthometric height was determined by differential leveling
 TR0062.and adjusted by the National Geodetic Survey in June 1991..
 TR0062
 TR0062.The geoid height was determined by GEOID03.
 TR0062
 TR0062.The dynamic height is computed by dividing the NAVD 88
 TR0062.geopotential number by the normal gravity value computed on the
 TR0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0062.degrees latitude (g = 980.6199 gals.).
 TR0062
 TR0062.The modeled gravity was interpolated from observed gravity values.
 TR0062
 TR0062;                    North         East    Units  Estimated Accuracy
 TR0062;SPC WA N     -   179,680.      382,030.      MT  (+/- 180 meters Scaled)
 TR0062
 TR0062                          SUPERSEDED SURVEY CONTROL
 TR0062
 TR0062  NGVD 29 (??/??/92)    5.089  (m)           16.70   (f) ADJ UNCH    1 1
 TR0062
 TR0062.Superseded values are not recommended for survey control.
 TR0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0062.See file dsdata.txt to determine how the superseded data were derived.
 TR0062
 TR0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU417837(NAD 83)
 TR0062_MARKER: DB = BENCH MARK DISK
 TR0062_SETTING: 66 = SET IN ROCK OUTCROP
 TR0062_SP_SET: OUTCROP
 TR0062_STAMPING: F 330 1952
 TR0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0062+STABILITY: POSITION/ELEVATION WELL
 TR0062
 TR0062  HISTORY     - Date     Condition        Report By
 TR0062  HISTORY     - 1952     MONUMENTED       CGS
 TR0062  HISTORY     - 1973     GOOD             NGS
 TR0062  HISTORY     - 1983     GOOD             USPSQD
 TR0062
 TR0062                          STATION DESCRIPTION
 TR0062
 TR0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0062'10.55 MI NW FROM BURLINGTON.
 TR0062'10.55 MILES NORTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0062'CROSSING OF FAIRHAVEN AVENUE AT BURLINGTON, AT THE SOUTH END OF SAMISH
 TR0062'SIDING, IN THE TOP AND AT THE NORTH END OF A LARGE OUTCROP THAT
 TR0062'PROJECTS 20 FEET ABOVE THE GROUND, 1.0 FOOT SOUTH OF THE NORTH END OF
 TR0062'THE OUTCROP, 10.2 FEET WEST OF THE WEST RAIL, 40 FEET SOUTHEAST OF THE
 TR0062'5TH POLE SOUTH OF MILEPOST 83, 21.3 FEET SOUTH OF THE SOUTHEAST CORNER
 TR0062'OF A LARGE METAL RAILROAD SIGNAL BOX, 40.5 FEET SOUTHWEST AND ACROSS
 TR0062'THE TRACK FROM THE CENTER OF THE SIDING SWITCH, ABOUT 4 FEET HIGHER
 TR0062'THAN THE TRACK, AND ABOUT 5 FEET HIGHER THAN THE GROUND. SEC 16, T36N,
 TR0062'R 3E.
 TR0062
 TR0062                          STATION RECOVERY (1983)
 TR0062
 TR0062'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0097 ***********************************************************************
 TR0097  DESIGNATION -  F 331
 TR0097  PID         -  TR0097
 TR0097  STATE/COUNTY-  WA/SKAGIT
 TR0097  USGS QUAD   -  MOUNT VERNON (1981)
 TR0097
 TR0097                         *CURRENT SURVEY CONTROL
 TR0097  ___________________________________________________________________
 TR0097* NAD 83(1986)-  48 24 43.     (N)    122 20 07.     (W)     SCALED    
 TR0097* NAVD 88     -         7.674  (meters)      25.18   (feet)  ADJUSTED  
 TR0097  ___________________________________________________________________
 TR0097  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 TR0097  DYNAMIC HT  -           7.676 (meters)      25.18  (feet)  COMP
 TR0097  MODELED GRAV-     980,849.0   (mgal)                       NAVD 88
 TR0097
 TR0097  VERT ORDER  -  FIRST     CLASS I
 TR0097
 TR0097.The horizontal coordinates were scaled from a topographic map and have
 TR0097.an estimated accuracy of +/- 6 seconds.
 TR0097
 TR0097.The orthometric height was determined by differential leveling
 TR0097.and adjusted by the National Geodetic Survey in June 1991..
 TR0097.WARNING-Repeat measurements at this control monument indicate possible
 TR0097.vertical movement.
 TR0097
 TR0097.The geoid height was determined by GEOID03.
 TR0097
 TR0097.The dynamic height is computed by dividing the NAVD 88
 TR0097.geopotential number by the normal gravity value computed on the
 TR0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0097.degrees latitude (g = 980.6199 gals.).
 TR0097
 TR0097.The modeled gravity was interpolated from observed gravity values.
 TR0097
 TR0097;                    North         East    Units  Estimated Accuracy
 TR0097;SPC WA N     -   158,070.      388,820.      MT  (+/- 180 meters Scaled)
 TR0097
 TR0097                          SUPERSEDED SURVEY CONTROL
 TR0097
 TR0097  NGVD 29 (??/??/92)    6.513  (m)           21.37   (f) ADJ UNCH    1 1
 TR0097
 TR0097.Superseded values are not recommended for survey control.
 TR0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0097.See file dsdata.txt to determine how the superseded data were derived.
 TR0097
 TR0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU491623(NAD 83)
 TR0097_MARKER: DB = BENCH MARK DISK
 TR0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0097_SP_SET: BUILDING
 TR0097_STAMPING: F 331 1952
 TR0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0097
 TR0097  HISTORY     - Date     Condition        Report By
 TR0097  HISTORY     - 1952     MONUMENTED       CGS
 TR0097  HISTORY     - 1973     GOOD             NGS
 TR0097  HISTORY     - 1983     GOOD             USPSQD
 TR0097  HISTORY     - 1989     GOOD             USPSQD
 TR0097  HISTORY     - 19980215 GOOD             USPSQD
 TR0097
 TR0097                          STATION DESCRIPTION
 TR0097
 TR0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0097'1.8 MI S FROM MOUNT VERNON.
 TR0097'1.8 MILES SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0097'STATION AT MOUNT VERNON, 0.1 MILE SOUTH OF THE CROSSING OF SECTION
 TR0097'STREET, SET VERTICALLY IN THE WEST FACE 1.7 FEET NORTH OF THE
 TR0097'SOUTHWEST CORNER OF THE BARGRAN AND VAN GASKEN WHOLESALE DISTRIBUTION
 TR0097'COMPANY BUILDING, 53.8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 TR0097'ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND ABOUT 1/2 FOOT ABOVE THE
 TR0097'GROUND.  SEC 29, T 34N, R 4E.
 TR0097
 TR0097                          STATION RECOVERY (1983)
 TR0097
 TR0097'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0097'RECOVERED IN GOOD CONDITION.
 TR0097
 TR0097                          STATION RECOVERY (1989)
 TR0097
 TR0097'RECOVERY NOTE BY US POWER SQUADRON 1989 (EWF)
 TR0097'RECOVERED IN GOOD CONDITION.
 TR0097
 TR0097                          STATION RECOVERY (1998)
 TR0097
 TR0097'RECOVERY NOTE BY US POWER SQUADRON 1998
 TR0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0163 ***********************************************************************
 TR0163  DESIGNATION -  F 332
 TR0163  PID         -  TR0163
 TR0163  STATE/COUNTY-  WA/SNOHOMISH
 TR0163  USGS QUAD   -  ARLINGTON WEST (1981)
 TR0163
 TR0163                         *CURRENT SURVEY CONTROL
 TR0163  ___________________________________________________________________
 TR0163* NAD 83(1986)-  48 11 46.     (N)    122 14 41.     (W)     SCALED    
 TR0163* NAVD 88     -        12.538  (meters)      41.14   (feet)  ADJUSTED  
 TR0163  ___________________________________________________________________
 TR0163  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 TR0163  DYNAMIC HT  -          12.540 (meters)      41.14  (feet)  COMP
 TR0163  MODELED GRAV-     980,795.1   (mgal)                       NAVD 88
 TR0163
 TR0163  VERT ORDER  -  FIRST     CLASS I
 TR0163
 TR0163.The horizontal coordinates were scaled from a topographic map and have
 TR0163.an estimated accuracy of +/- 6 seconds.
 TR0163
 TR0163.The orthometric height was determined by differential leveling
 TR0163.and adjusted by the National Geodetic Survey in June 1991..
 TR0163
 TR0163.The geoid height was determined by GEOID03.
 TR0163
 TR0163.The dynamic height is computed by dividing the NAVD 88
 TR0163.geopotential number by the normal gravity value computed on the
 TR0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0163.degrees latitude (g = 980.6199 gals.).
 TR0163
 TR0163.The modeled gravity was interpolated from observed gravity values.
 TR0163
 TR0163;                    North         East    Units  Estimated Accuracy
 TR0163;SPC WA N     -   133,950.      395,090.      MT  (+/- 180 meters Scaled)
 TR0163
 TR0163                          SUPERSEDED SURVEY CONTROL
 TR0163
 TR0163  NGVD 29 (??/??/92)   11.400  (m)           37.40   (f) ADJ UNCH    1 1
 TR0163
 TR0163.Superseded values are not recommended for survey control.
 TR0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0163.See file dsdata.txt to determine how the superseded data were derived.
 TR0163
 TR0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU561383(NAD 83)
 TR0163_MARKER: DB = BENCH MARK DISK
 TR0163_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TR0163_SP_SET: BRIDGE PIER
 TR0163_STAMPING: F 332 1952
 TR0163_MARK LOGO: CGS   
 TR0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0163+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 TR0163
 TR0163  HISTORY     - Date     Condition        Report By
 TR0163  HISTORY     - 1952     MONUMENTED       CGS
 TR0163  HISTORY     - 1973     GOOD             NGS
 TR0163  HISTORY     - 1984     GOOD             USPSQD
 TR0163  HISTORY     - 19910718 GOOD             USPSQD
 TR0163  HISTORY     - 19911231 GOOD             WA-061
 TR0163
 TR0163                          STATION DESCRIPTION
 TR0163
 TR0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0163'0.45 MI SE FROM SILVANA.
 TR0163'0.45 MILE SOUTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0163'CROSSING OF MAIN STREET AT SILVANA, AT THE NORTHWEST END OF STEEL
 TR0163'TRUSS RAILROAD BRIDGE 15 OVER KOCHS SLOUGH, IN THE TOP AND 1.6 FEET
 TR0163'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE PIER, 1.1
 TR0163'FOOT SOUTHWEST OF THE WEST CORNER OF THE STEEL BASE PLATE, 8.2 FEET
 TR0163'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 4 FEET LOWER THAN THE
 TR0163'TRACK.  SECTION-- 1 T-- 31N R-- 4E.
 TR0163
 TR0163                          STATION RECOVERY (1984)
 TR0163
 TR0163'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0163'RECOVERED IN GOOD CONDITION.
 TR0163
 TR0163                          STATION RECOVERY (1991)
 TR0163
 TR0163'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 TR0163'RECOVERED IN GOOD CONDITION.
 TR0163
 TR0163                          STATION RECOVERY (1991)
 TR0163
 TR0163'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1991
 TR0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1299 ***********************************************************************
 RZ1299  DESIGNATION -  F 334
 RZ1299  PID         -  RZ1299
 RZ1299  STATE/COUNTY-  WA/GARFIELD
 RZ1299  USGS QUAD   -  GOULD CITY (1981)
 RZ1299
 RZ1299                         *CURRENT SURVEY CONTROL
 RZ1299  ___________________________________________________________________
 RZ1299* NAD 83(1986)-  46 30 25.     (N)    117 33 57.     (W)     SCALED    
 RZ1299* NAVD 88     -       610.077  (meters)    2001.56   (feet)  ADJUSTED  
 RZ1299  ___________________________________________________________________
 RZ1299  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 RZ1299  DYNAMIC HT  -         610.054 (meters)    2001.49  (feet)  COMP
 RZ1299  MODELED GRAV-     980,557.6   (mgal)                       NAVD 88
 RZ1299
 RZ1299  VERT ORDER  -  SECOND    CLASS 0
 RZ1299
 RZ1299.The horizontal coordinates were scaled from a topographic map and have
 RZ1299.an estimated accuracy of +/- 6 seconds.
 RZ1299
 RZ1299.The orthometric height was determined by differential leveling
 RZ1299.and adjusted by the National Geodetic Survey in June 1991..
 RZ1299
 RZ1299.The geoid height was determined by GEOID03.
 RZ1299
 RZ1299.The dynamic height is computed by dividing the NAVD 88
 RZ1299.geopotential number by the normal gravity value computed on the
 RZ1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1299.degrees latitude (g = 980.6199 gals.).
 RZ1299
 RZ1299.The modeled gravity was interpolated from observed gravity values.
 RZ1299
 RZ1299;                    North         East    Units  Estimated Accuracy
 RZ1299;SPC WA S     -   134,630.      725,140.      MT  (+/- 180 meters Scaled)
 RZ1299
 RZ1299                          SUPERSEDED SURVEY CONTROL
 RZ1299
 RZ1299  NGVD 29 (??/??/92)  609.093  (m)         1998.33   (f) ADJ UNCH    2 0
 RZ1299
 RZ1299.Superseded values are not recommended for survey control.
 RZ1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1299.See file dsdata.txt to determine how the superseded data were derived.
 RZ1299
 RZ1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM565505(NAD 83)
 RZ1299_MARKER: DB = BENCH MARK DISK
 RZ1299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1299_SP_SET: CULVERT
 RZ1299_STAMPING: F 334 1952
 RZ1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1299
 RZ1299  HISTORY     - Date     Condition        Report By
 RZ1299  HISTORY     - 1952     MONUMENTED       CGS
 RZ1299  HISTORY     - 1959     GOOD             NGS
 RZ1299
 RZ1299                          STATION DESCRIPTION
 RZ1299
 RZ1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ1299'4.4 MI NE FROM POMEROY.
 RZ1299'1.7 MILES EAST ALONG U. S. HIGHWAY 410 FROM THE COURTHOUSE AT POMEROY,
 RZ1299'THENCE 2.7 MILES NORTH ALONG GOULD CITY-MAYVIEW ROAD, 106 YARDS NORTH
 RZ1299'OF THE Y JUNCTION OF BEN DAY GULCH ROAD, AT A 4- BY 6-FOOT CONCRETE
 RZ1299'BOX CULVERT, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 RZ1299'HEADWALL, 17 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3
 RZ1299'FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0715 ***********************************************************************
 RZ0715  DESIGNATION -  F 335
 RZ0715  PID         -  RZ0715
 RZ0715  STATE/COUNTY-  WA/WHITMAN
 RZ0715  USGS QUAD   -  WILCOX (1964)
 RZ0715
 RZ0715                         *CURRENT SURVEY CONTROL
 RZ0715  ___________________________________________________________________
 RZ0715* NAD 83(1986)-  46 45 43.     (N)    117 27 28.     (W)     SCALED    
 RZ0715* NAVD 88     -       601.776  (meters)    1974.33   (feet)  ADJUSTED  
 RZ0715  ___________________________________________________________________
 RZ0715  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 RZ0715  DYNAMIC HT  -         601.758 (meters)    1974.27  (feet)  COMP
 RZ0715  MODELED GRAV-     980,565.1   (mgal)                       NAVD 88
 RZ0715
 RZ0715  VERT ORDER  -  SECOND    CLASS 0
 RZ0715
 RZ0715.The horizontal coordinates were scaled from a topographic map and have
 RZ0715.an estimated accuracy of +/- 6 seconds.
 RZ0715
 RZ0715.The orthometric height was determined by differential leveling
 RZ0715.and adjusted by the National Geodetic Survey in June 1991..
 RZ0715
 RZ0715.The geoid height was determined by GEOID03.
 RZ0715
 RZ0715.The dynamic height is computed by dividing the NAVD 88
 RZ0715.geopotential number by the normal gravity value computed on the
 RZ0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0715.degrees latitude (g = 980.6199 gals.).
 RZ0715
 RZ0715.The modeled gravity was interpolated from observed gravity values.
 RZ0715
 RZ0715;                    North         East    Units  Estimated Accuracy
 RZ0715;SPC WA S     -   163,270.      732,330.      MT  (+/- 180 meters Scaled)
 RZ0715
 RZ0715                          SUPERSEDED SURVEY CONTROL
 RZ0715
 RZ0715  NGVD 29 (??/??/92)  600.760  (m)         1970.99   (f) ADJ UNCH    2 0
 RZ0715
 RZ0715.Superseded values are not recommended for survey control.
 RZ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0715.See file dsdata.txt to determine how the superseded data were derived.
 RZ0715
 RZ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM650788(NAD 83)
 RZ0715_MARKER: DB = BENCH MARK DISK
 RZ0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0715_STAMPING: F 335 1952
 RZ0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0715+STABILITY: SURFACE MOTION
 RZ0715
 RZ0715  HISTORY     - Date     Condition        Report By
 RZ0715  HISTORY     - 1952     MONUMENTED       CGS
 RZ0715
 RZ0715                          STATION DESCRIPTION
 RZ0715
 RZ0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0715'6.9 MI N FROM ALMOTA.
 RZ0715'6.9 MILES NORTH ALONG A GRAVEL ROAD FROM THE CAMAS PRAIRIE RAILROAD
 RZ0715'STATION AT ALMOTA, 0.4 MILE NORTH OF THE ONECHO CHURCH, 0.15 MILE
 RZ0715'NORTHEAST OF A TWO STORY FRAME HOUSE, ABOUT 71 YARDS SOUTHWEST OF THE
 RZ0715'WEST CORNER OF A SMALL WOODEN BRIDGE, 30 FEET NORTHWEST OF THE CENTER
 RZ0715'LINE OF THE ROAD, 3 FEET SOUTH OF TELEPHONE POLE NO. 34 55, 1.7 FEET
 RZ0715'SOUTHEAST OF A FENCE, 1.4 FEET NORTHEAST OF A WITNESS POST, ABOUT
 RZ0715'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RZ0715'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB0714 ***********************************************************************
 RB0714  DESIGNATION -  F 338
 RB0714  PID         -  RB0714
 RB0714  STATE/COUNTY-  WA/BENTON
 RB0714  USGS QUAD   -  HAT ROCK (1993)
 RB0714
 RB0714                         *CURRENT SURVEY CONTROL
 RB0714  ___________________________________________________________________
 RB0714* NAD 83(1986)-  45 56 20.     (N)    119 08 32.     (W)     SCALED    
 RB0714* NAVD 88     -       107.697  (meters)     353.34   (feet)  ADJUSTED  
 RB0714  ___________________________________________________________________
 RB0714  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 RB0714  DYNAMIC HT  -         107.696 (meters)     353.33  (feet)  COMP
 RB0714  MODELED GRAV-     980,606.4   (mgal)                       NAVD 88
 RB0714
 RB0714  VERT ORDER  -  FIRST     CLASS II
 RB0714
 RB0714.The horizontal coordinates were scaled from a topographic map and have
 RB0714.an estimated accuracy of +/- 6 seconds.
 RB0714
 RB0714.The orthometric height was determined by differential leveling
 RB0714.and adjusted by the National Geodetic Survey in June 1991..
 RB0714
 RB0714.The geoid height was determined by GEOID03.
 RB0714
 RB0714.The dynamic height is computed by dividing the NAVD 88
 RB0714.geopotential number by the normal gravity value computed on the
 RB0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB0714.degrees latitude (g = 980.6199 gals.).
 RB0714
 RB0714.The modeled gravity was interpolated from observed gravity values.
 RB0714
 RB0714;                    North         East    Units  Estimated Accuracy
 RB0714;SPC WA S     -    68,210.      605,290.      MT  (+/- 180 meters Scaled)
 RB0714
 RB0714                          SUPERSEDED SURVEY CONTROL
 RB0714
 RB0714  NGVD 29 (??/??/92)  106.695  (m)          350.05   (f) ADJ UNCH    1 2
 RB0714
 RB0714.Superseded values are not recommended for survey control.
 RB0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB0714.See file dsdata.txt to determine how the superseded data were derived.
 RB0714
 RB0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL339894(NAD 83)
 RB0714_MARKER: DD = SURVEY DISK
 RB0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RB0714_SP_SET: CULVERT
 RB0714_STAMPING: F 338
 RB0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RB0714
 RB0714  HISTORY     - Date     Condition        Report By
 RB0714  HISTORY     - UNK      MONUMENTED       DOD
 RB0714  HISTORY     - 1951     GOOD             NGS
 RB0714
 RB0714                          STATION DESCRIPTION
 RB0714
 RB0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RB0714'0.5 MI E FROM BERRIAN.
 RB0714'0.5 MILE EAST ALONG THE REALIGNED SPOKANE, PORTLAND AND SEATTLE
 RB0714'RAILWAY FROM BERRIAN, BENTON COUNTY, AT CULVERT 203.17, IN THE TOP OF
 RB0714'THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL, 27.5 FEET
 RB0714'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, AND ABOUT 3 FEET
 RB0714'LOWER THAN THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 RB0714'STAMPED F 338.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0533 ***********************************************************************
 SW0533  DESIGNATION -  F 34
 SW0533  PID         -  SW0533
 SW0533  STATE/COUNTY-  WA/GRANT
 SW0533  USGS QUAD   -  BASSETT JUNCTION (1978)
 SW0533
 SW0533                         *CURRENT SURVEY CONTROL
 SW0533  ___________________________________________________________________
 SW0533* NAD 83(1986)-  47 03 19.     (N)    119 05 41.     (W)     SCALED    
 SW0533* NAVD 88     -       353.449  (meters)    1159.61   (feet)  ADJUSTED  
 SW0533  ___________________________________________________________________
 SW0533  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SW0533  DYNAMIC HT  -         353.471 (meters)    1159.68  (feet)  COMP
 SW0533  MODELED GRAV-     980,663.8   (mgal)                       NAVD 88
 SW0533
 SW0533  VERT ORDER  -  FIRST     CLASS II
 SW0533
 SW0533.The horizontal coordinates were scaled from a topographic map and have
 SW0533.an estimated accuracy of +/- 6 seconds.
 SW0533
 SW0533.The orthometric height was determined by differential leveling
 SW0533.and adjusted by the National Geodetic Survey in June 1991..
 SW0533
 SW0533.The geoid height was determined by GEOID03.
 SW0533
 SW0533.The dynamic height is computed by dividing the NAVD 88
 SW0533.geopotential number by the normal gravity value computed on the
 SW0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0533.degrees latitude (g = 980.6199 gals.).
 SW0533
 SW0533.The modeled gravity was interpolated from observed gravity values.
 SW0533
 SW0533;                    North         East    Units  Estimated Accuracy
 SW0533;SPC WA S     -   192,350.      606,760.      MT  (+/- 180 meters Scaled)
 SW0533
 SW0533                          SUPERSEDED SURVEY CONTROL
 SW0533
 SW0533  NGVD 29 (??/??/92)  352.321  (m)         1155.91   (f) ADJ UNCH    1 2
 SW0533
 SW0533.Superseded values are not recommended for survey control.
 SW0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0533.See file dsdata.txt to determine how the superseded data were derived.
 SW0533
 SW0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN409134(NAD 83)
 SW0533_MARKER: DB = BENCH MARK DISK
 SW0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0533_STAMPING: F 34 1933
 SW0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0533+STABILITY: SURFACE MOTION
 SW0533
 SW0533  HISTORY     - Date     Condition        Report By
 SW0533  HISTORY     - 1933     MONUMENTED       CGS
 SW0533  HISTORY     - 1956     GOOD             NGS
 SW0533
 SW0533                          STATION DESCRIPTION
 SW0533
 SW0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SW0533'6.2 MI N FROM WEST WARDEN.
 SW0533'6.2 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM WEST WARDEN,
 SW0533'GRANT COUNTY, AT MILEAGE 32.5, 4-1/2 POLES SOUTHEAST OF THE
 SW0533'ONE-MILE-TO-BASSETT JUNCTION SIGN, AT THE NORTHWEST END OF A 1000-FOOT
 SW0533'CUT, AND 75 FEET NORTHEAST OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0384 ***********************************************************************
 SA0384  DESIGNATION -  F 340
 SA0384  PID         -  SA0384
 SA0384  STATE/COUNTY-  WA/WALLA WALLA
 SA0384  USGS QUAD   -  WALLULA (1992)
 SA0384
 SA0384                         *CURRENT SURVEY CONTROL
 SA0384  ___________________________________________________________________
 SA0384* NAD 83(1986)-  46 03 25.     (N)    118 55 20.     (W)     SCALED    
 SA0384* NAVD 88     -       111.083  (meters)     364.44   (feet)  ADJUSTED  
 SA0384  ___________________________________________________________________
 SA0384  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 SA0384  DYNAMIC HT  -         111.084 (meters)     364.45  (feet)  COMP
 SA0384  MODELED GRAV-     980,621.3   (mgal)                       NAVD 88
 SA0384
 SA0384  VERT ORDER  -  FIRST     CLASS I
 SA0384
 SA0384.The horizontal coordinates were scaled from a topographic map and have
 SA0384.an estimated accuracy of +/- 6 seconds.
 SA0384
 SA0384.The orthometric height was determined by differential leveling
 SA0384.and adjusted by the National Geodetic Survey in June 1991..
 SA0384.WARNING-Repeat measurements at this control monument indicate possible
 SA0384.vertical movement.
 SA0384
 SA0384.The geoid height was determined by GEOID03.
 SA0384
 SA0384.The dynamic height is computed by dividing the NAVD 88
 SA0384.geopotential number by the normal gravity value computed on the
 SA0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0384.degrees latitude (g = 980.6199 gals.).
 SA0384
 SA0384.The modeled gravity was interpolated from observed gravity values.
 SA0384
 SA0384;                    North         East    Units  Estimated Accuracy
 SA0384;SPC WA S     -    81,650.      622,080.      MT  (+/- 180 meters Scaled)
 SA0384
 SA0384                          SUPERSEDED SURVEY CONTROL
 SA0384
 SA0384  NGVD 29 (??/??/92)  110.081  (m)          361.16   (f) ADJ UNCH    1 1
 SA0384
 SA0384.Superseded values are not recommended for survey control.
 SA0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0384.See file dsdata.txt to determine how the superseded data were derived.
 SA0384
 SA0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM513021(NAD 83)
 SA0384_MARKER: DB = BENCH MARK DISK
 SA0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0384_STAMPING: F 340 1951
 SA0384_MARK LOGO: CGS   
 SA0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0384+STABILITY: SURFACE MOTION
 SA0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA0384+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 SA0384
 SA0384  HISTORY     - Date     Condition        Report By
 SA0384  HISTORY     - 1951     MONUMENTED       CGS
 SA0384  HISTORY     - 1968     GOOD             NGS
 SA0384  HISTORY     - 1981     GOOD             NGS
 SA0384  HISTORY     - 20031109 GOOD             GEOCAC
 SA0384
 SA0384                          STATION DESCRIPTION
 SA0384
 SA0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0384'0.6 MI W FROM WALLULA JUNCTION.
 SA0384'0.6 MILE WEST ALONG U.S. HIGHWAY 730 FROM THE STATE TRUCK SCALES AT
 SA0384'WALLULA JUNCTION, IN R31 E T7N, SECTION 27, AT THE JUNCTION OF A
 SA0384'GRAVELED ROAD NORTH TO GRAIN STORAGE SILOS, 145 FEET NORTH OF THE
 SA0384'CENTER LINE OF THE HIGHWAY, 62 FEET WEST OF THE CENTER LINE OF THE
 SA0384'ROAD, 46 FEET WEST OF A TELEPHONE POLE, 45 FEET WEST OF THE WEST END
 SA0384'OF A GATE, 46.0 FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC
 SA0384'RAILROAD, 1.8 FEET NORTH OF A FENCE, 1.2 FEET EAST OF A WITNESS POST,
 SA0384'ABOUT 4 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SA0384'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SA0384
 SA0384                          STATION RECOVERY (1981)
 SA0384
 SA0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0384'RECOVERED IN GOOD CONDITION.
 SA0384
 SA0384                          STATION RECOVERY (2003)
 SA0384
 SA0384'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0213 ***********************************************************************
 SA0213  DESIGNATION -  F 341
 SA0213  PID         -  SA0213
 SA0213  STATE/COUNTY-  WA/WALLA WALLA
 SA0213  USGS QUAD   -  HARSHA (1976)
 SA0213
 SA0213                         *CURRENT SURVEY CONTROL
 SA0213  ___________________________________________________________________
 SA0213* NAD 83(1986)-  46 17 30.     (N)    118 27 58.     (W)     SCALED    
 SA0213* NAVD 88     -       269.556  (meters)     884.37   (feet)  ADJUSTED  
 SA0213  ___________________________________________________________________
 SA0213  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SA0213  DYNAMIC HT  -         269.551 (meters)     884.35  (feet)  COMP
 SA0213  MODELED GRAV-     980,590.6   (mgal)                       NAVD 88
 SA0213
 SA0213  VERT ORDER  -  SECOND    CLASS 0
 SA0213
 SA0213.The horizontal coordinates were scaled from a topographic map and have
 SA0213.an estimated accuracy of +/- 6 seconds.
 SA0213
 SA0213.The orthometric height was determined by differential leveling
 SA0213.and adjusted by the National Geodetic Survey in June 1991..
 SA0213
 SA0213.The geoid height was determined by GEOID03.
 SA0213
 SA0213.The dynamic height is computed by dividing the NAVD 88
 SA0213.geopotential number by the normal gravity value computed on the
 SA0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0213.degrees latitude (g = 980.6199 gals.).
 SA0213
 SA0213.The modeled gravity was interpolated from observed gravity values.
 SA0213
 SA0213;                    North         East    Units  Estimated Accuracy
 SA0213;SPC WA S     -   108,540.      656,690.      MT  (+/- 180 meters Scaled)
 SA0213
 SA0213                          SUPERSEDED SURVEY CONTROL
 SA0213
 SA0213  NGVD 29 (??/??/92)  268.582  (m)          881.17   (f) ADJ UNCH    2 0
 SA0213
 SA0213.Superseded values are not recommended for survey control.
 SA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0213.See file dsdata.txt to determine how the superseded data were derived.
 SA0213
 SA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM870274(NAD 83)
 SA0213_MARKER: DB = BENCH MARK DISK
 SA0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0213_STAMPING: F 341 1952
 SA0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0213+STABILITY: SURFACE MOTION
 SA0213
 SA0213  HISTORY     - Date     Condition        Report By
 SA0213  HISTORY     - 1952     MONUMENTED       CGS
 SA0213  HISTORY     - 1983     GOOD             NGS
 SA0213  HISTORY     - 20031122 GOOD             GEOCAC
 SA0213
 SA0213                          STATION DESCRIPTION
 SA0213
 SA0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SA0213'7.4 MI W FROM PRESCOTT.
 SA0213'1.3 MILES WEST ALONG STATE HIGHWAY 3 E FROM THE POST OFFICE AT
 SA0213'PRESCOTT, THENCE 6.1 MILES WEST ALONG STATE HIGHWAY 3 D, AT THE T
 SA0213'JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO A GROUP OF FARM BUILDINGS,
 SA0213'34 1/2 FEET EAST OF TELEPHONE POLE NO. 361, 30 1/2 FEET SOUTH OF THE
 SA0213'CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF THE CENTER LINE OF THE
 SA0213'ROAD, 1 1/2 FEET NORTH OF A FENCE CORNER POST, 1.4 FEET SOUTHEAST OF A
 SA0213'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 SA0213'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SA0213
 SA0213                          STATION RECOVERY (1983)
 SA0213
 SA0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SA0213'13.52 KM (8.4 MI) EAST ALONG STATE HIGHWAY 124 FROM THE RAILROAD
 SA0213'CROSSING AT EUREKA TO A SIDE ROAD LEFT AND THE MARK, 9.1 M (30 FT)
 SA0213'NORTH OF THE CENTER OF THE HIGHWAY 4.9 M (16 FT) WEST OF THE CENTER
 SA0213'OF THE SIDE ROAD NORTH.
 SA0213
 SA0213                          STATION RECOVERY (2003)
 SA0213
 SA0213'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1246 ***********************************************************************
 RZ1246  DESIGNATION -  F 342
 RZ1246  PID         -  RZ1246
 RZ1246  STATE/COUNTY-  WA/GARFIELD
 RZ1246  USGS QUAD   -  DODGE (1981)
 RZ1246
 RZ1246                         *CURRENT SURVEY CONTROL
 RZ1246  ___________________________________________________________________
 RZ1246* NAD 83(1986)-  46 34 13.     (N)    117 46 52.     (W)     SCALED    
 RZ1246* NAVD 88     -       375.730  (meters)    1232.71   (feet)  POSTED    
 RZ1246  ___________________________________________________________________
 RZ1246  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 RZ1246  DYNAMIC HT  -         375.730 (meters)    1232.71  (feet)  COMP
 RZ1246  MODELED GRAV-     980,594.9   (mgal)                       NAVD 88
 RZ1246
 RZ1246  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RZ1246
 RZ1246.The horizontal coordinates were scaled from a topographic map and have
 RZ1246.an estimated accuracy of +/- 6 seconds.
 RZ1246
 RZ1246.The orthometric height was determined by differential leveling
 RZ1246.and adjusted by the National Geodetic Survey in 1992..
 RZ1246.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RZ1246.rate of 0.0 thru 1.0 mm/km.
 RZ1246
 RZ1246.The geoid height was determined by GEOID03.
 RZ1246
 RZ1246.The dynamic height is computed by dividing the NAVD 88
 RZ1246.geopotential number by the normal gravity value computed on the
 RZ1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1246.degrees latitude (g = 980.6199 gals.).
 RZ1246
 RZ1246.The modeled gravity was interpolated from observed gravity values.
 RZ1246
 RZ1246;                    North         East    Units  Estimated Accuracy
 RZ1246;SPC WA S     -   141,080.      708,380.      MT  (+/- 180 meters Scaled)
 RZ1246
 RZ1246                          SUPERSEDED SURVEY CONTROL
 RZ1246
 RZ1246  NGVD 29 (??/??/92)  374.753  (m)         1229.50   (f) ADJ UNCH    2 0
 RZ1246
 RZ1246.Superseded values are not recommended for survey control.
 RZ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1246.See file dsdata.txt to determine how the superseded data were derived.
 RZ1246
 RZ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM401577(NAD 83)
 RZ1246_MARKER: DB = BENCH MARK DISK
 RZ1246_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1246_SP_SET: OUTCROP
 RZ1246_STAMPING: F 342 1952
 RZ1246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1246+STABILITY: POSITION/ELEVATION WELL
 RZ1246
 RZ1246  HISTORY     - Date     Condition        Report By
 RZ1246  HISTORY     - 1952     MONUMENTED       CGS
 RZ1246
 RZ1246                          STATION DESCRIPTION
 RZ1246
 RZ1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ1246'4.5 MI S FROM CENTRAL FERRY.
 RZ1246'4.5 MILES SOUTH ALONG U. S. HIGHWAY 295 FROM THE SERVICE STATION AT
 RZ1246'CENTRAL FERRY, IN THE TOP OF THE APPROXIMATE CENTER OF A 3- BY 4- FOOT
 RZ1246'GREY OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, ABOUT 75 YARDS SOUTH
 RZ1246'OF A T IN A FENCE LINE, 30.0 FEET WEST OF THE CENTER LINE OF THE
 RZ1246'HIGHWAY, 24 FEET NORTHEAST OF A TELEPHONE POLE NO.1205, 4.1 FEET WEST
 RZ1246'OF A FENCE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1247 ***********************************************************************
 RZ1247  DESIGNATION -  F 342 RESET 1960
 RZ1247  PID         -  RZ1247
 RZ1247  STATE/COUNTY-  WA/GARFIELD
 RZ1247  USGS QUAD   -  DODGE (1981)
 RZ1247
 RZ1247                         *CURRENT SURVEY CONTROL
 RZ1247  ___________________________________________________________________
 RZ1247* NAD 83(1986)-  46 34 13.     (N)    117 46 54.     (W)     SCALED    
 RZ1247* NAVD 88     -       374.33   (+/-2cm)    1228.1    (feet)  VERTCON   
 RZ1247  ___________________________________________________________________
 RZ1247  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 RZ1247
 RZ1247  VERT ORDER  -  THIRD (See Below)
 RZ1247
 RZ1247.The horizontal coordinates were scaled from a topographic map and have
 RZ1247.an estimated accuracy of +/- 6 seconds.
 RZ1247
 RZ1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1247.The vertical order pertains to the NGVD 29 superseded value.
 RZ1247
 RZ1247.The geoid height was determined by GEOID03.
 RZ1247
 RZ1247;                    North         East    Units  Estimated Accuracy
 RZ1247;SPC WA S     -   141,080.      708,340.      MT  (+/- 180 meters Scaled)
 RZ1247
 RZ1247                          SUPERSEDED SURVEY CONTROL
 RZ1247
 RZ1247  NGVD 29 (??/??/??)  373.36   (m)         1224.9    (f) RESET       3  
 RZ1247
 RZ1247.Superseded values are not recommended for survey control.
 RZ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1247.See file dsdata.txt to determine how the superseded data were derived.
 RZ1247
 RZ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM400577(NAD 83)
 RZ1247_MARKER: DB = BENCH MARK DISK
 RZ1247_SETTING: 80 = SET IN A BOULDER
 RZ1247_SP_SET: BOULDER
 RZ1247_STAMPING: F 342 RESET 1960
 RZ1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1247+STABILITY: SURFACE MOTION
 RZ1247
 RZ1247  HISTORY     - Date     Condition        Report By
 RZ1247  HISTORY     - 1960     MONUMENTED       CGS
 RZ1247  HISTORY     - 1963     GOOD             NGS
 RZ1247  HISTORY     - 1983     GOOD             NGS
 RZ1247
 RZ1247                          STATION DESCRIPTION
 RZ1247
 RZ1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RZ1247'5.1 MI NE FROM DODGE.
 RZ1247'5.1 MILES NORTHEAST ALONG U.S. HIGHWAY 295 FROM THE JUNCTION OF U.S.
 RZ1247'HIGHWAYS 295 AND 410 AT DODGE, 128 FEET SOUTHWEST OF THE CENTER OF
 RZ1247'U.S. HIGHWAY 295, 61 FEET SOUTHWEST OF TELEPHONE POLE NO. 1206, 57
 RZ1247'FEET SOUTHWEST OF A FENCE AND 52 FEET SOUTHEAST OF A FENCE AT THE END
 RZ1247'OF A FIELD.  THE BOULDER PROJECTS 1 INCH.
 RZ1247
 RZ1247                          STATION RECOVERY (1983)
 RZ1247
 RZ1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RZ1247'8.53 KM (5.3 MI) NORTH EAST ALONG STATE HIGHWAY 127 FROM THE JUNCTION
 RZ1247'OF U.S. HIGHWAY 12 IN DODGE TO THE MARK ON THE LEFT. 39.6 M (1.30 FT)
 RZ1247'SOUTHWEST OF THE HIGHWAY 17.4 M (57 FT) SOUTHWEST OF THE RIGHT OF WAY
 RZ1247'FENCE 15.8 M (52 FT) SOUTH OF THE SOUTH END
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0276 ***********************************************************************
 TR0276  DESIGNATION -  F 343
 TR0276  PID         -  TR0276
 TR0276  STATE/COUNTY-  WA/SKAGIT
 TR0276  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR0276
 TR0276                         *CURRENT SURVEY CONTROL
 TR0276  ___________________________________________________________________
 TR0276* NAD 83(1986)-  48 25 43.     (N)    122 36 28.     (W)     SCALED    
 TR0276* NAVD 88     -        27.093  (meters)      88.89   (feet)  ADJUSTED  
 TR0276  ___________________________________________________________________
 TR0276  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 TR0276  DYNAMIC HT  -          27.100 (meters)      88.91  (feet)  COMP
 TR0276  MODELED GRAV-     980,849.2   (mgal)                       NAVD 88
 TR0276
 TR0276  VERT ORDER  -  FIRST     CLASS II
 TR0276
 TR0276.The horizontal coordinates were scaled from a topographic map and have
 TR0276.an estimated accuracy of +/- 6 seconds.
 TR0276
 TR0276.The orthometric height was determined by differential leveling
 TR0276.and adjusted by the National Geodetic Survey in June 1991..
 TR0276
 TR0276.The geoid height was determined by GEOID03.
 TR0276
 TR0276.The dynamic height is computed by dividing the NAVD 88
 TR0276.geopotential number by the normal gravity value computed on the
 TR0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0276.degrees latitude (g = 980.6199 gals.).
 TR0276
 TR0276.The modeled gravity was interpolated from observed gravity values.
 TR0276
 TR0276;                    North         East    Units  Estimated Accuracy
 TR0276;SPC WA N     -   160,350.      368,700.      MT  (+/- 180 meters Scaled)
 TR0276
 TR0276                          SUPERSEDED SURVEY CONTROL
 TR0276
 TR0276  NGVD 29 (??/??/92)   25.940  (m)           85.10   (f) ADJ UNCH    1 2
 TR0276
 TR0276.Superseded values are not recommended for survey control.
 TR0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0276.See file dsdata.txt to determine how the superseded data were derived.
 TR0276
 TR0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU290640(NAD 83)
 TR0276_MARKER: DB = BENCH MARK DISK
 TR0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0276_STAMPING: F 343 1952
 TR0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0276+STABILITY: SURFACE MOTION
 TR0276
 TR0276  HISTORY     - Date     Condition        Report By
 TR0276  HISTORY     - 1952     MONUMENTED       CGS
 TR0276  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR0276
 TR0276                          STATION DESCRIPTION
 TR0276
 TR0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TR0276'7.8 MI SE FROM ANACORTES.
 TR0276'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT
 TR0276'ANACORTES, THENCE 3.2 MILES SOUTH ALONG STATE HIGHWAY 1D, 0.2 MILE
 TR0276'SOUTHWEST OF THE Y JUNCTION OF A ROAD LEADING SOUTHEAST TO DEWEYS
 TR0276'BEACH, 2.7 MILES NORTH OF THE SOUTH END OF DECEPTION PASS BRIDGE,
 TR0276'ABOUT 80 YARDS NORTHEAST OF THE APPROXIMATE CENTER OF THE T JUNCTION
 TR0276'OF A DIRT ROAD LEADING SOUTH TO A FARMHOUSE, 77 FEET SOUTHWEST OF A
 TR0276'TALL SPRUCE TREE WITH A TRAIANGULAR BLAZE, 43 FEET NORTHEAST OF A
 TR0276'TELEPHONE POLE, 32.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 TR0276'16 1/2 FEET WEST OF THE SOUTHWEST END OF A 4-FOOT HIGH CUT ON THE
 TR0276'NORTHWEST SIDE OF THE HIGHWAY, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY,
 TR0276'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 TR0276'GROUND.
 TR0276
 TR0276                          STATION RECOVERY (1973)
 TR0276
 TR0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0470 ***********************************************************************
 TR0470  DESIGNATION -  F 344
 TR0470  PID         -  TR0470
 TR0470  STATE/COUNTY-  WA/ISLAND
 TR0470  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR0470
 TR0470                         *CURRENT SURVEY CONTROL
 TR0470  ___________________________________________________________________
 TR0470* NAD 83(1986)-  48 17 08.     (N)    122 31 25.     (W)     SCALED    
 TR0470* NAVD 88     -         9.643  (meters)      31.64   (feet)  ADJUSTED  
 TR0470  ___________________________________________________________________
 TR0470  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 TR0470  DYNAMIC HT  -           9.645 (meters)      31.64  (feet)  COMP
 TR0470  MODELED GRAV-     980,827.4   (mgal)                       NAVD 88
 TR0470
 TR0470  VERT ORDER  -  FIRST     CLASS II
 TR0470
 TR0470.The horizontal coordinates were scaled from a topographic map and have
 TR0470.an estimated accuracy of +/- 6 seconds.
 TR0470
 TR0470.The orthometric height was determined by differential leveling
 TR0470.and adjusted by the National Geodetic Survey in June 1991..
 TR0470
 TR0470.The geoid height was determined by GEOID03.
 TR0470
 TR0470.The dynamic height is computed by dividing the NAVD 88
 TR0470.geopotential number by the normal gravity value computed on the
 TR0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0470.degrees latitude (g = 980.6199 gals.).
 TR0470
 TR0470.The modeled gravity was interpolated from observed gravity values.
 TR0470
 TR0470;                    North         East    Units  Estimated Accuracy
 TR0470;SPC WA N     -   144,310.      374,580.      MT  (+/- 180 meters Scaled)
 TR0470
 TR0470                          SUPERSEDED SURVEY CONTROL
 TR0470
 TR0470  NGVD 29 (??/??/92)    8.500  (m)           27.89   (f) ADJ UNCH    1 2
 TR0470
 TR0470.Superseded values are not recommended for survey control.
 TR0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0470.See file dsdata.txt to determine how the superseded data were derived.
 TR0470
 TR0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU353481(NAD 83)
 TR0470_MARKER: DB = BENCH MARK DISK
 TR0470_SETTING: 80 = SET IN A BOULDER
 TR0470_STAMPING: F 344 1952
 TR0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0470+STABILITY: SURFACE MOTION
 TR0470
 TR0470  HISTORY     - Date     Condition        Report By
 TR0470  HISTORY     - 1952     MONUMENTED       CGS
 TR0470  HISTORY     - 1978     GOOD             NGS
 TR0470
 TR0470                          STATION DESCRIPTION
 TR0470
 TR0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 TR0470'6.3 MI E FROM OAK HARBOR.
 TR0470'0.6 MILE EAST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR TO
 TR0470'THE MAIN GATE OF WHIDBEY ISLAND NAVAL AIR STATION SEAPLANE BASE,
 TR0470'THENCE 0.35 MILE SOUTHEAST ALONG MAUI AVENUE, THENCE 0.65 MILE
 TR0470'NORTHEAST ALONG TORPEDO ROAD, THENCE 4.4 MILES EAST ALONG MIDWAY
 TR0470'BOULEVARD, THENCE 0.3 MILE EAST ALONG A TRACK ROAD, IN FRONT OF AN OLD
 TR0470'WOODEN SHACK OVERLOOKING THE ENTRANCE TO SKAGIT BAY, IN THE TOP OF OF
 TR0470'A 2- BY 3-FOOT EMBEDDED GRANITE BOULDER, ABOUT 60 YARDS NORTHWEST AND
 TR0470'ABOUT 18 FEET HIGHER THAN THE HIGH WATER LINE, 88.2 FEET NORTH OF THE
 TR0470'NORTH CORNER OF A BEACH COTTAGE AND ABOUT LEVEL WITH THE TOP OF THE
 TR0470'ROOF, 61 FEET WEST OF A POWER LINE POLE WITH A GUY WIRE AND
 TR0470'TRANSFORMER NO. H 1906X, 23.0 FEET SOUTH OF THE NORTHEAST CORNER OF
 TR0470'THE OLD WOODEN SHACK, 9 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 TR0470'ABOUT 1 1/2 FEET ABOVE THE GROUND.
 TR0470
 TR0470                          STATION RECOVERY (1978)
 TR0470
 TR0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TR0470'PROPERTY OWNER REQUSTED IT BE MOVED BECAUSE IT IS THE WAY OF A HOUSE
 TR0470'HE IS BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2761 ***********************************************************************
 TR2761  DESIGNATION -  F 344 RESET
 TR2761  PID         -  TR2761
 TR2761  STATE/COUNTY-  WA/ISLAND
 TR2761  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR2761
 TR2761                         *CURRENT SURVEY CONTROL
 TR2761  ___________________________________________________________________
 TR2761* NAD 83(1986)-  48 17 08.     (N)    122 31 25.     (W)     SCALED    
 TR2761* NAVD 88     -        10.12   (meters)      33.2    (feet)  RESET     
 TR2761  ___________________________________________________________________
 TR2761  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 TR2761
 TR2761  VERT ORDER  -  THIRD
 TR2761
 TR2761.The horizontal coordinates were scaled from a topographic map and have
 TR2761.an estimated accuracy of +/- 6 seconds.
 TR2761
 TR2761.The orthometric height was computed from unverified reset data.
 TR2761
 TR2761.The geoid height was determined by GEOID03.
 TR2761
 TR2761;                    North         East    Units  Estimated Accuracy
 TR2761;SPC WA N     -   144,310.      374,580.      MT  (+/- 180 meters Scaled)
 TR2761
 TR2761                          SUPERSEDED SURVEY CONTROL
 TR2761
 TR2761  NGVD 29 (12/17/02)    8.97   (m)           29.4    (f) RESET       3  
 TR2761
 TR2761.Superseded values are not recommended for survey control.
 TR2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2761.See file dsdata.txt to determine how the superseded data were derived.
 TR2761
 TR2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU353481(NAD 83)
 TR2761_MARKER: DV = VERTICAL CONTROL DISK
 TR2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2761_SP_SET: CONCRETE POST
 TR2761_STAMPING: F 344 RESET 1978
 TR2761_MARK LOGO: NGS   
 TR2761_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR2761+STABILITY: SURFACE MOTION
 TR2761
 TR2761  HISTORY     - Date     Condition        Report By
 TR2761  HISTORY     - 1978     MONUMENTED       NGS
 TR2761
 TR2761                          STATION DESCRIPTION
 TR2761
 TR2761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TR2761'FROM THE POST OFFICE IN OAK HARBOR BY GOING EAST ON PIONEER WAY FOR
 TR2761'0.8 MILE, TURN LEFT AND GO NORTH ON 70 NE STREET FOR 1.35 MILES, KEEP
 TR2761'RIGHT AND GO E ON CRESCENT HARBOR ROAD FOR 3.5 TO A T-INTERSECTION,
 TR2761'TURN RIGHT AND FOLLOW RESERVATION ROAD (WHICH BECOMES POLNELL ROAD),
 TR2761'FOR 3.0 MILES (4.8 KM) TO THE ENTRANCE TO MARINERS COVE, TURN RIGHT
 TR2761'AND FOLLOW FERRY ROAD 0.05 MILE TO A T-INTERSECTION, TURN RIGHT AND
 TR2761'FOLLOW COVE DRIVE 0.25 MI (0.40 KM) TO A T-INTERSECTION, TURN RIGHT
 TR2761'AND GO SOUTHWEST ON SOUTH BEACH DRIVE FOR 0.15 MILE (0.24 KM) TO L W
 TR2761'GRIFFITHS MAIL BOX AT 2113 N. SOUTH BEACH DRIVE.  THIS IS ONE OF A
 TR2761'LINE OF HOUSES ON A 20-FOOT HIGH BANK.  COUNTING GRIFFITHS HOUSE NO.
 TR2761'1, THE MARK IS BETWEEN THE 2ND AND 3RD HOUSE TO THE SOUTHWEST, ABOUT
 TR2761'60 YARDS NW OF THE HIGH WATER LINE, 67 FEET (20.4 M) SOUTH OF THE
 TR2761'WEST CORNER, 10 FEET (3.0 M) SE OF PROJECTED NW SIDE AND 15 FEET (4.6
 TR2761'M) NW OF PROJECTED SE SIDE OF THE 2ND HOUSE (A 2-STORY FLAT ROOFED
 TR2761'BROWN HOUSE), 16.9 FEET (5.2 M) SW OF THE S CORNER OF A METAL TOOL
 TR2761'SHED, 3.9 FEET (1.2 M) W OF SW 1 OF 2 12 INCH TREES GROWING 5 FEET
 TR2761'(1.5 M) APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0682 ***********************************************************************
 RZ0682  DESIGNATION -  F 345
 RZ0682  PID         -  RZ0682
 RZ0682  STATE/COUNTY-  WA/WHITMAN
 RZ0682  USGS QUAD   -  GRANITE POINT (1975)
 RZ0682
 RZ0682                         *CURRENT SURVEY CONTROL
 RZ0682  ___________________________________________________________________
 RZ0682* NAD 83(1986)-  46 36 44.     (N)    117 16 38.     (W)     SCALED    
 RZ0682* NAVD 88     -       752.408  (meters)    2468.53   (feet)  ADJUSTED  
 RZ0682  ___________________________________________________________________
 RZ0682  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 RZ0682  DYNAMIC HT  -         752.353 (meters)    2468.34  (feet)  COMP
 RZ0682  MODELED GRAV-     980,516.3   (mgal)                       NAVD 88
 RZ0682
 RZ0682  VERT ORDER  -  SECOND    CLASS 0
 RZ0682
 RZ0682.The horizontal coordinates were scaled from a topographic map and have
 RZ0682.an estimated accuracy of +/- 6 seconds.
 RZ0682
 RZ0682.The orthometric height was determined by differential leveling
 RZ0682.and adjusted by the National Geodetic Survey in June 1991..
 RZ0682
 RZ0682.The geoid height was determined by GEOID03.
 RZ0682
 RZ0682.The dynamic height is computed by dividing the NAVD 88
 RZ0682.geopotential number by the normal gravity value computed on the
 RZ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0682.degrees latitude (g = 980.6199 gals.).
 RZ0682
 RZ0682.The modeled gravity was interpolated from observed gravity values.
 RZ0682
 RZ0682;                    North         East    Units  Estimated Accuracy
 RZ0682;SPC WA S     -   147,190.      746,790.      MT  (+/- 180 meters Scaled)
 RZ0682
 RZ0682                          SUPERSEDED SURVEY CONTROL
 RZ0682
 RZ0682  NGVD 29 (??/??/92)  751.343  (m)         2465.03   (f) ADJ UNCH    2 0
 RZ0682
 RZ0682.Superseded values are not recommended for survey control.
 RZ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0682.See file dsdata.txt to determine how the superseded data were derived.
 RZ0682
 RZ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM787621(NAD 83)
 RZ0682_MARKER: DB = BENCH MARK DISK
 RZ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0682_STAMPING: F 345 1952
 RZ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0682+STABILITY: SURFACE MOTION
 RZ0682
 RZ0682  HISTORY     - Date     Condition        Report By
 RZ0682  HISTORY     - 1952     MONUMENTED       CGS
 RZ0682
 RZ0682                          STATION DESCRIPTION
 RZ0682
 RZ0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0682'6.1 MI SE FROM WAWAWAI.
 RZ0682'6.1 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE CAMAS PRAIRIE
 RZ0682'RAILROAD STATION AT WAWAWAI, 0.1 MILE EAST OF THE JUNCTION OF A ROAD
 RZ0682'LEADING TO PULLMAN, 81 1/2 FEET EAST OF THE CENTER OF THE T JUNCTION
 RZ0682'OF A GRAVEL ROAD LEADING SOUTH TO THE EARL BAKER RANCH, 19 FEET NORTH
 RZ0682'OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTH OF POWER LINE POLE NO. 98
 RZ0682'E 64, 2.7 FEET SOUTH OF A FENCE, 2.0 FEET WEST OF A WITNESS POST,
 RZ0682'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RZ0682'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0369 ***********************************************************************
 SA0369  DESIGNATION -  F 347
 SA0369  PID         -  SA0369
 SA0369  STATE/COUNTY-  WA/WALLA WALLA
 SA0369  USGS QUAD   -  WALLULA (1992)
 SA0369
 SA0369                         *CURRENT SURVEY CONTROL
 SA0369  ___________________________________________________________________
 SA0369* NAD 83(1986)-  46 00 18.     (N)    118 58 09.     (W)     SCALED    
 SA0369* NAVD 88     -       107.576  (meters)     352.94   (feet)  ADJUSTED  
 SA0369  ___________________________________________________________________
 SA0369  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SA0369  DYNAMIC HT  -         107.576 (meters)     352.94  (feet)  COMP
 SA0369  MODELED GRAV-     980,610.5   (mgal)                       NAVD 88
 SA0369
 SA0369  VERT ORDER  -  FIRST     CLASS I
 SA0369
 SA0369.The horizontal coordinates were scaled from a topographic map and have
 SA0369.an estimated accuracy of +/- 6 seconds.
 SA0369
 SA0369.The orthometric height was determined by differential leveling
 SA0369.and adjusted by the National Geodetic Survey in June 1991..
 SA0369
 SA0369.The geoid height was determined by GEOID03.
 SA0369
 SA0369.The dynamic height is computed by dividing the NAVD 88
 SA0369.geopotential number by the normal gravity value computed on the
 SA0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0369.degrees latitude (g = 980.6199 gals.).
 SA0369
 SA0369.The modeled gravity was interpolated from observed gravity values.
 SA0369
 SA0369;                    North         East    Units  Estimated Accuracy
 SA0369;SPC WA S     -    75,810.      618,560.      MT  (+/- 180 meters Scaled)
 SA0369
 SA0369                          SUPERSEDED SURVEY CONTROL
 SA0369
 SA0369  NGVD 29 (??/??/92)  106.568  (m)          349.63   (f) ADJ UNCH    1 1
 SA0369
 SA0369.Superseded values are not recommended for survey control.
 SA0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0369.See file dsdata.txt to determine how the superseded data were derived.
 SA0369
 SA0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL475964(NAD 83)
 SA0369_MARKER: DD = SURVEY DISK
 SA0369_SETTING: 66 = SET IN ROCK OUTCROP
 SA0369_SP_SET: OUTCROP
 SA0369_STAMPING: F 347 1955
 SA0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0369+STABILITY: POSITION/ELEVATION WELL
 SA0369
 SA0369  HISTORY     - Date     Condition        Report By
 SA0369  HISTORY     - 1955     MONUMENTED       CGS
 SA0369  HISTORY     - 1968     GOOD             NGS
 SA0369  HISTORY     - 20040530 GOOD             GEOCAC
 SA0369
 SA0369                          STATION DESCRIPTION
 SA0369
 SA0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SA0369'5.55 MI SW FROM WALLULA.
 SA0369'5.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 730 FROM THE STATE TRUCK
 SA0369'SCALES AT WALLULA JUNCTION, IN R31E T6N, SECTION 17, 0.5 MILE
 SA0369'SOUTHWEST OF MILEPOST 1, 0.5 MILE NORTHEAST OF THE WASHINGTON-OREGON
 SA0369'STATE LINE, IN THE TOP OF AN OUTCROP WHICH IS ON A SMALL ROCKY KNOLL,
 SA0369'52 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 98 1/2 FEET
 SA0369'SOUTHEAST AND ACROSS THE HIGHWAY FROM THE FOURTH TELEPHONE POLE
 SA0369'SOUTHWEST OF RAILROAD MILEPOLE 207, 3.4 FEET NORTHWEST OF A WITNESS
 SA0369'POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 SA0369
 SA0369                          STATION RECOVERY (2004)
 SA0369
 SA0369'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0369'STATION FOUND IN GOOD CONDITION. METAL WITNESS POST SIGNAGE ABSENT.
 SA0369'POST REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0775 ***********************************************************************
 SV0775  DESIGNATION -  F 35
 SV0775  PID         -  SV0775
 SV0775  STATE/COUNTY-  WA/SPOKANE
 SV0775  USGS QUAD   -  SPOKANE NE (1986)
 SV0775
 SV0775                         *CURRENT SURVEY CONTROL
 SV0775  ___________________________________________________________________
 SV0775* NAD 83(1986)-  47 37 53.     (N)    117 16 02.     (W)     SCALED    
 SV0775* NAVD 88     -       609.954  (meters)    2001.16   (feet)  ADJUSTED  
 SV0775  ___________________________________________________________________
 SV0775  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SV0775  DYNAMIC HT  -         609.981 (meters)    2001.25  (feet)  COMP
 SV0775  MODELED GRAV-     980,638.1   (mgal)                       NAVD 88
 SV0775
 SV0775  VERT ORDER  -  FIRST     CLASS II
 SV0775
 SV0775.The horizontal coordinates were scaled from a topographic map and have
 SV0775.an estimated accuracy of +/- 6 seconds.
 SV0775
 SV0775.The orthometric height was determined by differential leveling
 SV0775.and adjusted by the National Geodetic Survey in June 1991..
 SV0775
 SV0775.The geoid height was determined by GEOID03.
 SV0775
 SV0775.The dynamic height is computed by dividing the NAVD 88
 SV0775.geopotential number by the normal gravity value computed on the
 SV0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0775.degrees latitude (g = 980.6199 gals.).
 SV0775
 SV0775.The modeled gravity was interpolated from observed gravity values.
 SV0775
 SV0775;                    North         East    Units  Estimated Accuracy
 SV0775;SPC WA N     -    76,410.      767,910.      MT  (+/- 180 meters Scaled)
 SV0775
 SV0775                          SUPERSEDED SURVEY CONTROL
 SV0775
 SV0775  NGVD 29 (??/??/92)  608.795  (m)         1997.35   (f) ADJ UNCH    1 2
 SV0775
 SV0775.Superseded values are not recommended for survey control.
 SV0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0775.See file dsdata.txt to determine how the superseded data were derived.
 SV0775
 SV0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN799753(NAD 83)
 SV0775_MARKER: DB = BENCH MARK DISK
 SV0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0775_STAMPING: F 35 1933
 SV0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0775+STABILITY: SURFACE MOTION
 SV0775
 SV0775  HISTORY     - Date     Condition        Report By
 SV0775  HISTORY     - 1933     MONUMENTED       CGS
 SV0775  HISTORY     - 1965     GOOD             NGS
 SV0775  HISTORY     - 1967     GOOD             NGS
 SV0775  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0775
 SV0775                          STATION DESCRIPTION
 SV0775
 SV0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0775'2.0 MI S FROM DISHMAN.
 SV0775'REACHED FROM THE INTERSECTION OF SPRAGUE AVE. AND THE DISHMAN-MICA
 SV0775'ROAD, ONE BLOCK EAST OF THE RAILROAD DEPOT IN DISHMAN, BY GOING SOUTH
 SV0775'ON THE DISHMAN-MICA ROAD FOR 2.05 MILES TO THE DRIVEWAY INTO WHEELERS
 SV0775'POTATO FARM, TURN RIGHT AND GO WEST ON THE DRIVEWAY 0.05 MILE TO A
 SV0775'GATE AND THE MARK ON THE LEFT, 12 FEET SOUTH OF THE CENTER OF THE
 SV0775'ROAD.  THE MARK IS 50 FEET EAST OF THE EAST RAIL OF THE RAILROAD, 2
 SV0775'FEET EAST OF A FENCE AND PROJECTS 6 INCHES.
 SV0775
 SV0775                          STATION RECOVERY (1967)
 SV0775
 SV0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SV0775'RECOVERED IN GOOD CONDITION.
 SV0775
 SV0775                          STATION RECOVERY (1980)
 SV0775
 SV0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0775'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THIS AREA
 SV0775'HAS BEEN GRADED, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0996 ***********************************************************************
 SY0996  DESIGNATION -  F 351
 SY0996  PID         -  SY0996
 SY0996  STATE/COUNTY-  WA/KITSAP
 SY0996  USGS QUAD   -  SUQUAMISH (1981)
 SY0996
 SY0996                         *CURRENT SURVEY CONTROL
 SY0996  ___________________________________________________________________
 SY0996* NAD 83(1986)-  47 42 46.     (N)    122 34 10.     (W)     SCALED    
 SY0996* NAVD 88     -        26.337  (meters)      86.41   (feet)  POSTED    
 SY0996  ___________________________________________________________________
 SY0996  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 SY0996  DYNAMIC HT  -          26.340 (meters)      86.42  (feet)  COMP
 SY0996  MODELED GRAV-     980,766.3   (mgal)                       NAVD 88
 SY0996
 SY0996  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0996
 SY0996.The horizontal coordinates were scaled from a topographic map and have
 SY0996.an estimated accuracy of +/- 6 seconds.
 SY0996
 SY0996.The orthometric height was determined by differential leveling
 SY0996.and adjusted by the National Geodetic Survey in 1992..
 SY0996.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0996.rate of 0.0 thru 1.0 mm/km.
 SY0996
 SY0996.The geoid height was determined by GEOID03.
 SY0996
 SY0996.The dynamic height is computed by dividing the NAVD 88
 SY0996.geopotential number by the normal gravity value computed on the
 SY0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0996.degrees latitude (g = 980.6199 gals.).
 SY0996
 SY0996.The modeled gravity was interpolated from observed gravity values.
 SY0996
 SY0996;                    North         East    Units  Estimated Accuracy
 SY0996;SPC WA N     -    80,720.      369,740.      MT  (+/- 180 meters Scaled)
 SY0996
 SY0996                          SUPERSEDED SURVEY CONTROL
 SY0996
 SY0996  NGVD 29 (??/??/??)   25.271  (m)           82.91   (f) ADJUSTED    1 2
 SY0996
 SY0996.Superseded values are not recommended for survey control.
 SY0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0996.See file dsdata.txt to determine how the superseded data were derived.
 SY0996
 SY0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET322844(NAD 83)
 SY0996_MARKER: DB = BENCH MARK DISK
 SY0996_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0996_SP_SET: BRIDGE CURB
 SY0996_STAMPING: F 351 1956
 SY0996_MARK LOGO: CGS   
 SY0996_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY0996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0996+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 SY0996
 SY0996  HISTORY     - Date     Condition        Report By
 SY0996  HISTORY     - 1956     MONUMENTED       CGS
 SY0996  HISTORY     - 1983     GOOD             LOCSUR
 SY0996  HISTORY     - 19950824 GOOD             WADT
 SY0996  HISTORY     - 20010331 GOOD             NGS
 SY0996  HISTORY     - 20060624 GOOD             USPSQD
 SY0996
 SY0996                          STATION DESCRIPTION
 SY0996
 SY0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0996'IN AGATE PASS BRIDGE.
 SY0996'AT AGATE PASS BRIDGE, IN R2E T26N S29, AT THE NORTHWEST END OF THE
 SY0996'BRIDGE OVER AGATE PASSAGE, IN THE TOP OF THE NORTHWEST END OF THE
 SY0996'SOUTHWEST CONCRETE CURBING OF THE BRIDGE, 15 FEET SOUTHWEST OF THE
 SY0996'CENTER LINE OF THE HIGHWAY, 0.8 FOOT NORTHEAST OF THE NORTHEAST FACE
 SY0996'OF THE SOUTHWEST CONCRETE GUARDRAIL, AND ABOUT 1/2 FOOT HIGHER THAN
 SY0996'THE HIGHWAY.
 SY0996
 SY0996                          STATION RECOVERY (1983)
 SY0996
 SY0996'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SY0996'RECOVERED IN GOOD CONDITION.
 SY0996
 SY0996                          STATION RECOVERY (1995)
 SY0996
 SY0996'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SY0996'RECOVERED AS DESCRIBED.
 SY0996
 SY0996                          STATION RECOVERY (2001)
 SY0996
 SY0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY0996'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 SY0996
 SY0996                          STATION RECOVERY (2006)
 SY0996
 SY0996'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 SY0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0637 ***********************************************************************
 SY0637  DESIGNATION -  F 352
 SY0637  PID         -  SY0637
 SY0637  STATE/COUNTY-  WA/KING
 SY0637  USGS QUAD   -  VASHON (1994)
 SY0637
 SY0637                         *CURRENT SURVEY CONTROL
 SY0637  ___________________________________________________________________
 SY0637* NAD 83(1986)-  47 27 40.     (N)    122 27 39.     (W)     SCALED    
 SY0637* NAVD 88     -       121.709  (meters)     399.31   (feet)  POSTED    
 SY0637  ___________________________________________________________________
 SY0637  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 SY0637  DYNAMIC HT  -         121.730 (meters)     399.38  (feet)  COMP
 SY0637  MODELED GRAV-     980,799.9   (mgal)                       NAVD 88
 SY0637
 SY0637  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SY0637
 SY0637.The horizontal coordinates were scaled from a topographic map and have
 SY0637.an estimated accuracy of +/- 6 seconds.
 SY0637
 SY0637.The orthometric height was determined by differential leveling
 SY0637.and adjusted by the National Geodetic Survey in 1992..
 SY0637.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SY0637.rate of 0.0 thru 1.0 mm/km.
 SY0637
 SY0637.The geoid height was determined by GEOID03.
 SY0637
 SY0637.The dynamic height is computed by dividing the NAVD 88
 SY0637.geopotential number by the normal gravity value computed on the
 SY0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0637.degrees latitude (g = 980.6199 gals.).
 SY0637
 SY0637.The modeled gravity was interpolated from observed gravity values.
 SY0637
 SY0637;                    North         East    Units  Estimated Accuracy
 SY0637;SPC WA N     -    52,570.      377,300.      MT  (+/- 180 meters Scaled)
 SY0637
 SY0637                          SUPERSEDED SURVEY CONTROL
 SY0637
 SY0637  NGVD 29 (??/??/??)  120.660  (m)          395.87   (f) ADJUSTED    1 2
 SY0637
 SY0637.Superseded values are not recommended for survey control.
 SY0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0637.See file dsdata.txt to determine how the superseded data were derived.
 SY0637
 SY0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET406565(NAD 83)
 SY0637_MARKER: DB = BENCH MARK DISK
 SY0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0637_STAMPING: F 352 1956
 SY0637_MARK LOGO: CGS   
 SY0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0637+STABILITY: SURFACE MOTION
 SY0637
 SY0637  HISTORY     - Date     Condition        Report By
 SY0637  HISTORY     - 1956     MONUMENTED       CGS
 SY0637  HISTORY     - 1965     GOOD             CGS
 SY0637  HISTORY     - 1983     GOOD             USPSQD
 SY0637  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY0637  HISTORY     - 19970728 GOOD             NOS
 SY0637
 SY0637                          STATION DESCRIPTION
 SY0637
 SY0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SY0637'1.0 MI N FROM VASHON.
 SY0637'1.0 MILE NORTH ALONG A PAVED ROAD FROM THE VASHON ISLAND BRANCH OF THE
 SY0637'PEOPLES NATIONAL BANK OF WASHINGTON AT VASHON, IN R3E T23N S20, AT THE
 SY0637'NORTHWEST CORNER OF THE VASHON GRADE SCHOOL YARD, 153.3 FEET NORTHWEST
 SY0637'OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 35 FEET NORTH OF THE
 SY0637'CENTER LINE OF A DRIVEWAY LEADING TO THE SCHOOL, 32 1/2 FEET EAST OF
 SY0637'THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF THE SOUTH EDGE OF A
 SY0637'LARGE GRANITE BOULDER WHICH PROJECTS 5 FEET ABOVE THE GROUND, ABOUT
 SY0637'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SY0637'0.4 FOOT ABOVE THE GROUND.
 SY0637
 SY0637                          STATION RECOVERY (1965)
 SY0637
 SY0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY0637'RECOVERED IN GOOD CONDITION.
 SY0637
 SY0637                          STATION RECOVERY (1983)
 SY0637
 SY0637'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0637'RECOVERED IN GOOD CONDITION.
 SY0637
 SY0637                          STATION RECOVERY (1989)
 SY0637
 SY0637'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTS)
 SY0637'MARK NOT FOUND.
 SY0637
 SY0637                          STATION RECOVERY (1997)
 SY0637
 SY0637'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (JGF)
 SY0637'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1696 ***********************************************************************
 RC1696  DESIGNATION -  F 354
 RC1696  PID         -  RC1696
 RC1696  STATE/COUNTY-  WA/KLICKITAT
 RC1696  USGS QUAD   -  NORTHWESTERN LAKE (1994)
 RC1696
 RC1696                         *CURRENT SURVEY CONTROL
 RC1696  ___________________________________________________________________
 RC1696* NAD 83(1986)-  45 47 06.     (N)    121 30 04.     (W)     SCALED    
 RC1696* NAVD 88     -       155.066  (meters)     508.75   (feet)  ADJUSTED  
 RC1696  ___________________________________________________________________
 RC1696  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 RC1696  DYNAMIC HT  -         155.062 (meters)     508.73  (feet)  COMP
 RC1696  MODELED GRAV-     980,586.7   (mgal)                       NAVD 88
 RC1696
 RC1696  VERT ORDER  -  SECOND    CLASS 0
 RC1696
 RC1696.The horizontal coordinates were scaled from a topographic map and have
 RC1696.an estimated accuracy of +/- 6 seconds.
 RC1696
 RC1696.The orthometric height was determined by differential leveling
 RC1696.and adjusted by the National Geodetic Survey in June 1991..
 RC1696
 RC1696.The geoid height was determined by GEOID03.
 RC1696
 RC1696.The dynamic height is computed by dividing the NAVD 88
 RC1696.geopotential number by the normal gravity value computed on the
 RC1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1696.degrees latitude (g = 980.6199 gals.).
 RC1696
 RC1696.The modeled gravity was interpolated from observed gravity values.
 RC1696
 RC1696;                    North         East    Units  Estimated Accuracy
 RC1696;SPC WA S     -    50,700.      422,150.      MT  (+/- 180 meters Scaled)
 RC1696
 RC1696                          SUPERSEDED SURVEY CONTROL
 RC1696
 RC1696  NGVD 29 (??/??/92)  154.040  (m)          505.38   (f) ADJ UNCH    2 0
 RC1696
 RC1696.Superseded values are not recommended for survey control.
 RC1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1696.See file dsdata.txt to determine how the superseded data were derived.
 RC1696
 RC1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR165712(NAD 83)
 RC1696_MARKER: DB = BENCH MARK DISK
 RC1696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC1696_SP_SET: FOUNDATION
 RC1696_STAMPING: F 354 1956
 RC1696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC1696
 RC1696  HISTORY     - Date     Condition        Report By
 RC1696  HISTORY     - 1956     MONUMENTED       CGS
 RC1696  HISTORY     - 1968     GOOD             NGS
 RC1696
 RC1696                          STATION DESCRIPTION
 RC1696
 RC1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC1696'1.1 MI SW FROM HUSUM.
 RC1696'MARK IS IN SEC 36, T 4 N, R 10 E.  1.1 MILES SOUTHWEST ALONG STATE
 RC1696'HIGHWAY 141 FROM THE CONCRETE BRIDGE OVER RATTLESNAKE CREEK AT HUSUM.
 RC1696'70 YARDS SOUTHWEST OF THE INTERSECTION OF THE CENTERRLINES OF THE
 RC1696'HIGHWAY AND A ROAD GOING EAST.  66 FEET NORTH OF THE INTERSECTION OF
 RC1696'THE CENTERLINES OF THE HIGHWAY AND A ROAD LEADING WEST.  39 FEET
 RC1696'NORTHWEST OF THE CENTER OF THE HIGHWAY.  0.6 FEET SOUTH OF A 12-INCH
 RC1696'CHANNEL IRON POST WHICH PROJECTS 5 FEET.  A STANDARD DISK SET IN A
 RC1696'CONCRETE FOUNDATION ABOUT ONE FOOT BELOW GROUND AND ONE FOOT LOWER
 RC1696'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0918 ***********************************************************************
 SV0918  DESIGNATION -  F 355
 SV0918  PID         -  SV0918
 SV0918  STATE/COUNTY-  WA/LINCOLN
 SV0918  USGS QUAD   -  SPRAGUE (1981)
 SV0918
 SV0918                         *CURRENT SURVEY CONTROL
 SV0918  ___________________________________________________________________
 SV0918* NAD 83(1986)-  47 20 52.     (N)    117 54 32.     (W)     SCALED    
 SV0918* NAVD 88     -       650.205  (meters)    2133.21   (feet)  ADJUSTED  
 SV0918  ___________________________________________________________________
 SV0918  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 SV0918  DYNAMIC HT  -         650.225 (meters)    2133.28  (feet)  COMP
 SV0918  MODELED GRAV-     980,622.7   (mgal)                       NAVD 88
 SV0918
 SV0918  VERT ORDER  -  SECOND    CLASS 0
 SV0918
 SV0918.The horizontal coordinates were scaled from a topographic map and have
 SV0918.an estimated accuracy of +/- 6 seconds.
 SV0918
 SV0918.The orthometric height was determined by differential leveling
 SV0918.and adjusted by the National Geodetic Survey in June 1991..
 SV0918
 SV0918.The geoid height was determined by GEOID03.
 SV0918
 SV0918.The dynamic height is computed by dividing the NAVD 88
 SV0918.geopotential number by the normal gravity value computed on the
 SV0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0918.degrees latitude (g = 980.6199 gals.).
 SV0918
 SV0918.The modeled gravity was interpolated from observed gravity values.
 SV0918
 SV0918;                    North         East    Units  Estimated Accuracy
 SV0918;SPC WA N     -    42,870.      720,930.      MT  (+/- 180 meters Scaled)
 SV0918
 SV0918                          SUPERSEDED SURVEY CONTROL
 SV0918
 SV0918  NGVD 29 (??/??/92)  649.031  (m)         2129.36   (f) ADJ UNCH    2 0
 SV0918
 SV0918.Superseded values are not recommended for survey control.
 SV0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0918.See file dsdata.txt to determine how the superseded data were derived.
 SV0918
 SV0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN313442(NAD 83)
 SV0918_MARKER: DB = BENCH MARK DISK
 SV0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0918_STAMPING: F 355 1957
 SV0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0918+STABILITY: SURFACE MOTION
 SV0918
 SV0918  HISTORY     - Date     Condition        Report By
 SV0918  HISTORY     - 1957     MONUMENTED       CGS
 SV0918  HISTORY     - 1965     GOOD             NGS
 SV0918  HISTORY     - 1976     GOOD             USGS
 SV0918
 SV0918                          STATION DESCRIPTION
 SV0918
 SV0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SV0918'4.8 MI NE FROM SPRAGUE.
 SV0918'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 11E WITH U.S. HIGHWAYS 10
 SV0918'AND 395 IN SPRAGUE, GO NORTH ON STATE HIGHWAY 11E FOR 1.1 MILES TO ITS
 SV0918'JUNCTION WITH STATE HIGHWAY 2G.  TURN RIGHT ON STATE HIGHWAY 2G AND GO
 SV0918'NORTHERLY 2.2 MILES TO A GRAVELED ROAD RIGHT AND SIGN FRED BROWN-JERRY
 SV0918'DESPAIN.  TURN RIGHT AND GO 2.1 MILES TO A ROAD LEFT. TURN LEFT,
 SV0918'NORTH, AND GO 0.5 MILE TO A CATTLE GUARD AND THE MARK ON THE LEFT. IT
 SV0918'IS 96 FEET WEST OF THE CATTLE GUARD, 8 FEET SOUTH OF A FENCE CORNER,
 SV0918'AND 2 FEET SOUTH OF A WHITE WITNESS POST.  A STANDARD DISK IN THE TOP
 SV0918'OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 SV0918
 SV0918                          STATION RECOVERY (1965)
 SV0918
 SV0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0918'RECOVERED IN GOOD CONDITION.
 SV0918
 SV0918                          STATION RECOVERY (1976)
 SV0918
 SV0918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0918'TO REACH FROM JCT. OF STATE HWY. 23 AND 4TH STREET IN SPRAGUE, GO N
 SV0918'ON HWY 23 FOR 1.3 MI. TO THE JCT. OF STATE HWY. 231. GO NORTHERLY ON
 SV0918'HWY 231 FOR 2.2 MI. TO A GRAVELED RD. ON RIGHT. (RESET OF DESC. OK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0296 ***********************************************************************
 SW0296  DESIGNATION -  F 356
 SW0296  PID         -  SW0296
 SW0296  STATE/COUNTY-  WA/ADAMS
 SW0296  USGS QUAD   -  SCHRAG (1982)
 SW0296
 SW0296                         *CURRENT SURVEY CONTROL
 SW0296  ___________________________________________________________________
 SW0296* NAD 83(1986)-  47 05 11.     (N)    118 52 30.     (W)     SCALED    
 SW0296* NAVD 88     -       384.406  (meters)    1261.17   (feet)  ADJUSTED  
 SW0296  ___________________________________________________________________
 SW0296  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 SW0296  DYNAMIC HT  -         384.428 (meters)    1261.24  (feet)  COMP
 SW0296  MODELED GRAV-     980,659.1   (mgal)                       NAVD 88
 SW0296
 SW0296  VERT ORDER  -  SECOND    CLASS 0
 SW0296
 SW0296.The horizontal coordinates were scaled from a topographic map and have
 SW0296.an estimated accuracy of +/- 6 seconds.
 SW0296
 SW0296.The orthometric height was determined by differential leveling
 SW0296.and adjusted by the National Geodetic Survey in June 1991..
 SW0296
 SW0296.The geoid height was determined by GEOID03.
 SW0296
 SW0296.The dynamic height is computed by dividing the NAVD 88
 SW0296.geopotential number by the normal gravity value computed on the
 SW0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0296.degrees latitude (g = 980.6199 gals.).
 SW0296
 SW0296.The modeled gravity was interpolated from observed gravity values.
 SW0296
 SW0296;                    North         East    Units  Estimated Accuracy
 SW0296;SPC WA S     -   196,130.      623,380.      MT  (+/- 180 meters Scaled)
 SW0296
 SW0296                          SUPERSEDED SURVEY CONTROL
 SW0296
 SW0296  NGVD 29 (??/??/92)  383.276  (m)         1257.46   (f) ADJ UNCH    2 0
 SW0296
 SW0296.Superseded values are not recommended for survey control.
 SW0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0296.See file dsdata.txt to determine how the superseded data were derived.
 SW0296
 SW0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN576164(NAD 83)
 SW0296_MARKER: DB = BENCH MARK DISK
 SW0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0296_STAMPING: F 356 1957
 SW0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0296+STABILITY: SURFACE MOTION
 SW0296
 SW0296  HISTORY     - Date     Condition        Report By
 SW0296  HISTORY     - 1957     MONUMENTED       CGS
 SW0296  HISTORY     - 1967     GOOD             NGS
 SW0296  HISTORY     - 1983     GOOD             NGS
 SW0296
 SW0296                          STATION DESCRIPTION
 SW0296
 SW0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0296'17.8 MI E FROM MOSES LAKE.
 SW0296'THE MARK IS 17.8 MILES EAST OF STATE HIGHWAY 17 OVERPASS ON INTERSTATE
 SW0296'HIGHWAY 90 AT THE SOUTHEAST EDGE OF MOSES LAKE, 0.2 MILE NORTH OF
 SW0296'EXISTING U.S. HIGHWAY 10, 31 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 SW0296'ROAD, 3 FEET NORTH OF POWER POLE 40/5, AT THE INTERSECTION OF 2 POWER
 SW0296'LINES, 3 FEET NORTH OF THE EAST-WEST LINE AND ON LINE WITH THE POWER
 SW0296'POLES IN THE NORTH-SOUTH LINE, A STANDARD DISK SET IN A SQUARE
 SW0296'CONCRETE POST WHICH PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 1
 SW0296'FOOT SOUTH OF THE MARK.
 SW0296
 SW0296                          STATION RECOVERY (1983)
 SW0296
 SW0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SW0296'28.65 KM (17.8 MI) EAST ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 SW0296'OF STATE HIGHWAY 17 AT THE EAST SIDE OF MOSES LAKE 9.4 M (31 FT) WEST
 SW0296'OF THE CENTER OF THE NORTH SOUTH ROAD AT UNDER CROSSING OF THE
 SW0296'INTERSTATE HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0674 ***********************************************************************
 SW0674  DESIGNATION -  F 357
 SW0674  PID         -  SW0674
 SW0674  STATE/COUNTY-  WA/GRANT
 SW0674  USGS QUAD   -  WINCHESTER SE (1978)
 SW0674
 SW0674                         *CURRENT SURVEY CONTROL
 SW0674  ___________________________________________________________________
 SW0674* NAD 83(1986)-  47 06 12.     (N)    119 36 59.     (W)     SCALED    
 SW0674* NAVD 88     -       352.161  (meters)    1155.38   (feet)  ADJUSTED  
 SW0674  ___________________________________________________________________
 SW0674  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SW0674  DYNAMIC HT  -         352.186 (meters)    1155.46  (feet)  COMP
 SW0674  MODELED GRAV-     980,673.3   (mgal)                       NAVD 88
 SW0674
 SW0674  VERT ORDER  -  SECOND    CLASS 0
 SW0674
 SW0674.The horizontal coordinates were scaled from a topographic map and have
 SW0674.an estimated accuracy of +/- 6 seconds.
 SW0674
 SW0674.The orthometric height was determined by differential leveling
 SW0674.and adjusted by the National Geodetic Survey in June 1991..
 SW0674
 SW0674.The geoid height was determined by GEOID03.
 SW0674
 SW0674.The dynamic height is computed by dividing the NAVD 88
 SW0674.geopotential number by the normal gravity value computed on the
 SW0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0674.degrees latitude (g = 980.6199 gals.).
 SW0674
 SW0674.The modeled gravity was interpolated from observed gravity values.
 SW0674
 SW0674;                    North         East    Units  Estimated Accuracy
 SW0674;SPC WA S     -   197,120.      567,070.      MT  (+/- 180 meters Scaled)
 SW0674
 SW0674                          SUPERSEDED SURVEY CONTROL
 SW0674
 SW0674  NGVD 29 (??/??/92)  351.041  (m)         1151.71   (f) ADJ UNCH    2 0
 SW0674
 SW0674.Superseded values are not recommended for survey control.
 SW0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0674.See file dsdata.txt to determine how the superseded data were derived.
 SW0674
 SW0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN014199(NAD 83)
 SW0674_MARKER: DB = BENCH MARK DISK
 SW0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0674_STAMPING: F 357 1957
 SW0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0674+STABILITY: SURFACE MOTION
 SW0674
 SW0674  HISTORY     - Date     Condition        Report By
 SW0674  HISTORY     - 1957     MONUMENTED       CGS
 SW0674  HISTORY     - 1967     GOOD             NGS
 SW0674
 SW0674                          STATION DESCRIPTION
 SW0674
 SW0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0674'12.3 MI E FROM GEORGE.
 SW0674'THE MARK IS 12.3 MILES EAST OF THE GEORGE INTERCHANGE, 0.9 MILE WEST
 SW0674'OF COUNTY ROAD E-NW, 43 YARDS SOUTH OF THE CENTER OF THE EAST BOUND
 SW0674'LANES OF INTERSTATE HIGHWAY 90, 40 YARDS EAST OF THE INTERSECTION OF
 SW0674'AN ABANDONED BLACK TOP ROAD AND THE SOUTH RIGHT-OF-WAY FENCE, 35 YARDS
 SW0674'WEST OF THE POINT WHERE A FRONTAGE ROAD MERGES WITH THE FREEWAY, 31
 SW0674'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, A STANDARD DISK SET IN A SQUARE
 SW0674'CONCRETE POST WHICH PROJECTS 4 INCHES.  A METAL WITNESS POST WAS SET 1
 SW0674'FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1061 ***********************************************************************
 SX1061  DESIGNATION -  F 358
 SX1061  PID         -  SX1061
 SX1061  STATE/COUNTY-  WA/KITTITAS
 SX1061  USGS QUAD   -  COLOCKUM PASS SW (1983)
 SX1061
 SX1061                         *CURRENT SURVEY CONTROL
 SX1061  ___________________________________________________________________
 SX1061* NAD 83(1986)-  47 00 08.     (N)    120 24 42.     (W)     SCALED    
 SX1061* NAVD 88     -       529.409  (meters)    1736.90   (feet)  ADJUSTED  
 SX1061  ___________________________________________________________________
 SX1061  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 SX1061  DYNAMIC HT  -         529.409 (meters)    1736.90  (feet)  COMP
 SX1061  MODELED GRAV-     980,597.0   (mgal)                       NAVD 88
 SX1061
 SX1061  VERT ORDER  -  SECOND    CLASS 0
 SX1061
 SX1061.The horizontal coordinates were scaled from a topographic map and have
 SX1061.an estimated accuracy of +/- 6 seconds.
 SX1061
 SX1061.The orthometric height was determined by differential leveling
 SX1061.and adjusted by the National Geodetic Survey in June 1991..
 SX1061
 SX1061.The geoid height was determined by GEOID03.
 SX1061
 SX1061.The dynamic height is computed by dividing the NAVD 88
 SX1061.geopotential number by the normal gravity value computed on the
 SX1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1061.degrees latitude (g = 980.6199 gals.).
 SX1061
 SX1061.The modeled gravity was interpolated from observed gravity values.
 SX1061
 SX1061;                    North         East    Units  Estimated Accuracy
 SX1061;SPC WA S     -   185,500.      506,720.      MT  (+/- 180 meters Scaled)
 SX1061
 SX1061                          SUPERSEDED SURVEY CONTROL
 SX1061
 SX1061  NGVD 29 (??/??/92)  528.30   (m)         1733.3    (f) COMPUTED    2 0
 SX1061
 SX1061.Superseded values are not recommended for survey control.
 SX1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1061.See file dsdata.txt to determine how the superseded data were derived.
 SX1061
 SX1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT967086(NAD 83)
 SX1061_MARKER: DB = BENCH MARK DISK
 SX1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX1061_STAMPING: F 358 1957
 SX1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1061+STABILITY: SURFACE MOTION
 SX1061
 SX1061  HISTORY     - Date     Condition        Report By
 SX1061  HISTORY     - 1957     MONUMENTED       CGS
 SX1061
 SX1061                          STATION DESCRIPTION
 SX1061
 SX1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SX1061'6.4 MI E FROM ELLENSBURG.
 SX1061'0.3 MILE NORTH ON RUBY STREET FROM THE POST OFFICE IN ELLENSBURG,
 SX1061'THENCE 6.4 EAST ON U.S. 10, THENCE 0.1 MILE NORTH ON ROAD NO. 81, 28.5
 SX1061'FEET EAST OF THE CENTER OF ROAD NO. 81, 3.5 FEET WEST OF A NORTH-SOUTH
 SX1061'FENCE, 3 FEET SOUTH OF A TELEPHONE POLE, 3.5 FEET NORTH OF A WHITE
 SX1061'WITNESS POST, A 12 IN. SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 SX1061'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0814 ***********************************************************************
 SV0814  DESIGNATION -  F 36
 SV0814  PID         -  SV0814
 SV0814  STATE/COUNTY-  WA/WHITMAN
 SV0814  USGS QUAD   -  TEKOA (1964)
 SV0814
 SV0814                         *CURRENT SURVEY CONTROL
 SV0814  ___________________________________________________________________
 SV0814* NAD 83(1986)-  47 13 14.     (N)    117 04 30.     (W)     SCALED    
 SV0814* NAVD 88     -       761.292  (meters)    2497.67   (feet)  ADJUSTED  
 SV0814  ___________________________________________________________________
 SV0814  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 SV0814  DYNAMIC HT  -         761.279 (meters)    2497.63  (feet)  COMP
 SV0814  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 SV0814
 SV0814  VERT ORDER  -  FIRST     CLASS II
 SV0814
 SV0814.The horizontal coordinates were scaled from a topographic map and have
 SV0814.an estimated accuracy of +/- 6 seconds.
 SV0814
 SV0814.The orthometric height was determined by differential leveling
 SV0814.and adjusted by the National Geodetic Survey in June 1991..
 SV0814
 SV0814.The geoid height was determined by GEOID03.
 SV0814
 SV0814.The dynamic height is computed by dividing the NAVD 88
 SV0814.geopotential number by the normal gravity value computed on the
 SV0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0814.degrees latitude (g = 980.6199 gals.).
 SV0814
 SV0814.The modeled gravity was interpolated from observed gravity values.
 SV0814
 SV0814;                    North         East    Units  Estimated Accuracy
 SV0814;SPC WA S     -   215,400.      759,330.      MT  (+/- 180 meters Scaled)
 SV0814
 SV0814                          SUPERSEDED SURVEY CONTROL
 SV0814
 SV0814  NGVD 29 (??/??/92)  760.130  (m)         2493.86   (f) ADJ UNCH    1 2
 SV0814
 SV0814.Superseded values are not recommended for survey control.
 SV0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0814.See file dsdata.txt to determine how the superseded data were derived.
 SV0814
 SV0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN943296(NAD 83)
 SV0814_MARKER: DB = BENCH MARK DISK
 SV0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0814_SP_SET: PARAPET
 SV0814_STAMPING: F-36 1933
 SV0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0814
 SV0814  HISTORY     - Date     Condition        Report By
 SV0814  HISTORY     - 1933     MONUMENTED       CGS
 SV0814  HISTORY     - 1935     GOOD             NGS
 SV0814  HISTORY     - 1943     POOR             USGS
 SV0814  HISTORY     - 1980     MARK NOT FOUND   NGS
 SV0814
 SV0814                          STATION DESCRIPTION
 SV0814
 SV0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0814'IN TEKOA.
 SV0814'AT TEKOA, TABLET SET HORIZONTALLY ON TOP OF CONCRETE RAILING OF THE
 SV0814'PARAPET ON NORTHEAST CORNER OF CONCRETE HIGHWAY BRIDGE OVER LATAH
 SV0814'CREEK.  ABOUT 350 FEET SOUTH OF OREGON AND WASHINGTON RY. STATION.
 SV0814'ABOUT 160 FEET SOUTHWEST OF MILE POST 116.  ABOUT 120 FEET WEST OF
 SV0814'CENTERLINE OF MAIN TRACK.
 SV0814
 SV0814                          STATION RECOVERY (1943)
 SV0814
 SV0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 SV0814'MARK RECOVERED IN POOR CONDITION.
 SV0814
 SV0814                          STATION RECOVERY (1980)
 SV0814
 SV0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0814'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-NEW
 SV0814'BRIDGE BUILT, BENCH MARK RESET IN 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1046 ***********************************************************************
 SV1046  DESIGNATION -  F 36 RESET
 SV1046  PID         -  SV1046
 SV1046  STATE/COUNTY-  WA/WHITMAN
 SV1046  USGS QUAD   -  TEKOA (1964)
 SV1046
 SV1046                         *CURRENT SURVEY CONTROL
 SV1046  ___________________________________________________________________
 SV1046* NAD 83(1986)-  47 13 14.     (N)    117 04 30.     (W)     SCALED    
 SV1046* NAVD 88     -       761.221  (meters)    2497.44   (feet)  ADJUSTED  
 SV1046  ___________________________________________________________________
 SV1046  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 SV1046  DYNAMIC HT  -         761.208 (meters)    2497.40  (feet)  COMP
 SV1046  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 SV1046
 SV1046  VERT ORDER  -  FIRST     CLASS II
 SV1046
 SV1046.The horizontal coordinates were scaled from a topographic map and have
 SV1046.an estimated accuracy of +/- 6 seconds.
 SV1046
 SV1046.The orthometric height was determined by differential leveling
 SV1046.and adjusted by the National Geodetic Survey in June 1991..
 SV1046
 SV1046.The geoid height was determined by GEOID03.
 SV1046
 SV1046.The dynamic height is computed by dividing the NAVD 88
 SV1046.geopotential number by the normal gravity value computed on the
 SV1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1046.degrees latitude (g = 980.6199 gals.).
 SV1046
 SV1046.The modeled gravity was interpolated from observed gravity values.
 SV1046
 SV1046;                    North         East    Units  Estimated Accuracy
 SV1046;SPC WA S     -   215,400.      759,330.      MT  (+/- 180 meters Scaled)
 SV1046
 SV1046                          SUPERSEDED SURVEY CONTROL
 SV1046
 SV1046  NGVD 29 (12/17/02)  760.07   (m)         2493.7    (f) RESET       3  
 SV1046
 SV1046.Superseded values are not recommended for survey control.
 SV1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1046.See file dsdata.txt to determine how the superseded data were derived.
 SV1046
 SV1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN943296(NAD 83)
 SV1046_MARKER: DV = VERTICAL CONTROL DISK
 SV1046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SV1046_SP_SET: SECTION OF BRIDGE GUARDRAIL
 SV1046_STAMPING: F 36 RESET 1980
 SV1046_MARK LOGO: NGS   
 SV1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1046+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1989
 SV1046
 SV1046  HISTORY     - Date     Condition        Report By
 SV1046  HISTORY     - 1980     MONUMENTED       NGS
 SV1046  HISTORY     - 1980     GOOD             NGS
 SV1046  HISTORY     - 19890710 GOOD             NGS
 SV1046
 SV1046                          STATION DESCRIPTION
 SV1046
 SV1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1046'IN TEKOA.
 SV1046'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 SV1046'SET IN TOP OF THE NORTH CONCRETE RAILING OF THE STATE HIGHWAY 27
 SV1046'BRIDGE OVER HANGMAN CREEK JUST SOUTHWEST OF THE POST OFFICE IN
 SV1046'TEKOA, 5.5 METERS (18.0 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 SV1046'5.0 METERS (16.5 FEET) WEST OF THE EAST END OF THE RAILING.
 SV1046
 SV1046                          STATION RECOVERY (1989)
 SV1046
 SV1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SV1046'MARK IS LOCATED IN THE TOWN OF TEKOA, WASHINGTON.  REACHED FROM THE
 SV1046'POST OFFICE IN TEKOA, GO SOUTH 0.5 KM (0.30 MI) ON STATE HIGHWAY 27
 SV1046'TO THE BRIDGE OVER HANGMAN CREEK AND THE MARK ON THE RIGHT IN THE
 SV1046'NORTH CONCRETE GUARDRAIL.  IT IS 5.5 M (18.0 FT) NORTH OF THE
 SV1046'CENTERLINE OF THE HIGHWAY AND 5.0 M (16.4 FT) WEST OF THE EAST END OF
 SV1046'THE GUARDRAIL.  MARK IS PROJECTING 0.6 M (2.0 FT) ABOVE THE HIGHWAY.
 SV1046'SET IN A DRILL HOLE IN A SECTION OF THE GUARDRAIL.  RESTING ON
 SV1046'STYROFOAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0206 ***********************************************************************
 RC0206  DESIGNATION -  F 365
 RC0206  PID         -  RC0206
 RC0206  STATE/COUNTY-  WA/KLICKITAT
 RC0206  USGS QUAD   -  WOOD GULCH (1975)
 RC0206
 RC0206                         *CURRENT SURVEY CONTROL
 RC0206  ___________________________________________________________________
 RC0206* NAD 83(1986)-  45 46 11.     (N)    120 10 19.     (W)     SCALED    
 RC0206* NAVD 88     -        91.989  (meters)     301.80   (feet)  ADJUSTED  
 RC0206  ___________________________________________________________________
 RC0206  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RC0206  DYNAMIC HT  -          91.986 (meters)     301.79  (feet)  COMP
 RC0206  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 RC0206
 RC0206  VERT ORDER  -  SECOND    CLASS 0
 RC0206
 RC0206.The horizontal coordinates were scaled from a topographic map and have
 RC0206.an estimated accuracy of +/- 6 seconds.
 RC0206
 RC0206.The orthometric height was determined by differential leveling
 RC0206.and adjusted by the National Geodetic Survey in June 1991..
 RC0206
 RC0206.The geoid height was determined by GEOID03.
 RC0206
 RC0206.The dynamic height is computed by dividing the NAVD 88
 RC0206.geopotential number by the normal gravity value computed on the
 RC0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0206.degrees latitude (g = 980.6199 gals.).
 RC0206
 RC0206.The modeled gravity was interpolated from observed gravity values.
 RC0206
 RC0206;                    North         East    Units  Estimated Accuracy
 RC0206;SPC WA S     -    48,560.      525,520.      MT  (+/- 180 meters Scaled)
 RC0206
 RC0206                          SUPERSEDED SURVEY CONTROL
 RC0206
 RC0206  NGVD 29 (??/??/92)   90.987  (m)          298.51   (f) ADJ UNCH    2 0
 RC0206
 RC0206.Superseded values are not recommended for survey control.
 RC0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0206.See file dsdata.txt to determine how the superseded data were derived.
 RC0206
 RC0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR198723(NAD 83)
 RC0206_MARKER: DD = SURVEY DISK
 RC0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0206_STAMPING: B M F 365 1964
 RC0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0206+STABILITY: SURFACE MOTION
 RC0206
 RC0206  HISTORY     - Date     Condition        Report By
 RC0206  HISTORY     - 1964     MONUMENTED       DOD
 RC0206  HISTORY     - 1968     GOOD             NGS
 RC0206  HISTORY     - 1989     GOOD             USPSQD
 RC0206
 RC0206                          STATION DESCRIPTION
 RC0206
 RC0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RC0206'2.85 MI NE FROM ROOSEVELT.
 RC0206'2.85 MILES NORTHEAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 RC0206'ROOSEVELT, 0.1 MILE SOUTHWEST OF MILEPOST 136, AT THE JUNCTION OF A
 RC0206'GRAVELED ROAD NORTHWEST, 77 FEET NORTHWEST OF THE CENTER LINE OF THE
 RC0206'HIGHWAY, 89 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 52.0 FEET
 RC0206'SOUTHEAST OF A FENCE, 82 FEET NORTH OF THE NORTHEAST END OF A
 RC0206'GUARDRAIL, 2.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 RC0206'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 RC0206'ABOVE THE GROUND.
 RC0206
 RC0206                          STATION RECOVERY (1989)
 RC0206
 RC0206'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0215 ***********************************************************************
 TQ0215  DESIGNATION -  F 370
 TQ0215  PID         -  TQ0215
 TQ0215  STATE/COUNTY-  WA/WHATCOM
 TQ0215  USGS QUAD   -  ROSS DAM (1971)
 TQ0215
 TQ0215                         *CURRENT SURVEY CONTROL
 TQ0215  ___________________________________________________________________
 TQ0215* NAD 83(1986)-  48 43 42.     (N)    121 01 32.     (W)     SCALED    
 TQ0215* NAVD 88     -       542.707  (meters)    1780.53   (feet)  ADJUSTED  
 TQ0215  ___________________________________________________________________
 TQ0215  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 TQ0215  DYNAMIC HT  -         542.763 (meters)    1780.71  (feet)  COMP
 TQ0215  MODELED GRAV-     980,697.3   (mgal)                       NAVD 88
 TQ0215
 TQ0215  VERT ORDER  -  FIRST     CLASS II
 TQ0215
 TQ0215.The horizontal coordinates were scaled from a topographic map and have
 TQ0215.an estimated accuracy of +/- 6 seconds.
 TQ0215
 TQ0215.The orthometric height was determined by differential leveling
 TQ0215.and adjusted by the National Geodetic Survey in June 1991..
 TQ0215
 TQ0215.The geoid height was determined by GEOID03.
 TQ0215
 TQ0215.The dynamic height is computed by dividing the NAVD 88
 TQ0215.geopotential number by the normal gravity value computed on the
 TQ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0215.degrees latitude (g = 980.6199 gals.).
 TQ0215
 TQ0215.The modeled gravity was interpolated from observed gravity values.
 TQ0215
 TQ0215;                    North         East    Units  Estimated Accuracy
 TQ0215;SPC WA N     -   192,190.      485,860.      MT  (+/- 180 meters Scaled)
 TQ0215
 TQ0215                          SUPERSEDED SURVEY CONTROL
 TQ0215
 TQ0215  NGVD 29 (??/??/92)  541.472  (m)         1776.48   (f) ADJ UNCH    1 2
 TQ0215
 TQ0215.Superseded values are not recommended for survey control.
 TQ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0215.See file dsdata.txt to determine how the superseded data were derived.
 TQ0215
 TQ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU451991(NAD 83)
 TQ0215_MARKER: DB = BENCH MARK DISK
 TQ0215_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0215_SP_SET: ROCK OUTCROP
 TQ0215_STAMPING: F 370 1958
 TQ0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0215+STABILITY: POSITION/ELEVATION WELL
 TQ0215
 TQ0215  HISTORY     - Date     Condition        Report By
 TQ0215  HISTORY     - 1958     MONUMENTED       CGS
 TQ0215
 TQ0215                          STATION DESCRIPTION
 TQ0215
 TQ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0215'2.5 MI E FROM ROSS DAM.
 TQ0215'2.5 MILES EAST ALONG RUBY CREEK TRAIL FROM THE SOUTHEAST END OF ROSS
 TQ0215'DAM, IN THE TOP OF AN OUTCROP, 5 FEET SOUTH OF THE CENTER OF THE
 TQ0215'TRAIL, 7 FEET SOUTHEAST AND ACROSS THE TRAIL FROM AN 8-INCH PINE TREE
 TQ0215'WITH A TRIANGULAR BLAZE, AND ABOUT 2 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0321 ***********************************************************************
 TQ0321  DESIGNATION -  F 374
 TQ0321  PID         -  TQ0321
 TQ0321  STATE/COUNTY-  WA/SKAGIT
 TQ0321  USGS QUAD   -  GRANDY LAKE (1989)
 TQ0321
 TQ0321                         *CURRENT SURVEY CONTROL
 TQ0321  ___________________________________________________________________
 TQ0321* NAD 83(1986)-  48 31 55.     (N)    121 45 33.     (W)     SCALED    
 TQ0321* NAVD 88     -        79.347  (meters)     260.32   (feet)  ADJUSTED  
 TQ0321  ___________________________________________________________________
 TQ0321  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 TQ0321  DYNAMIC HT  -          79.365 (meters)     260.38  (feet)  COMP
 TQ0321  MODELED GRAV-     980,839.7   (mgal)                       NAVD 88
 TQ0321
 TQ0321  VERT ORDER  -  FIRST     CLASS I
 TQ0321
 TQ0321.The horizontal coordinates were scaled from a topographic map and have
 TQ0321.an estimated accuracy of +/- 6 seconds.
 TQ0321
 TQ0321.The orthometric height was determined by differential leveling
 TQ0321.and adjusted by the National Geodetic Survey in June 1991..
 TQ0321
 TQ0321.The geoid height was determined by GEOID03.
 TQ0321
 TQ0321.The dynamic height is computed by dividing the NAVD 88
 TQ0321.geopotential number by the normal gravity value computed on the
 TQ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0321.degrees latitude (g = 980.6199 gals.).
 TQ0321
 TQ0321.The modeled gravity was interpolated from observed gravity values.
 TQ0321
 TQ0321;                    North         East    Units  Estimated Accuracy
 TQ0321;SPC WA N     -   170,740.      431,630.      MT  (+/- 180 meters Scaled)
 TQ0321
 TQ0321                          SUPERSEDED SURVEY CONTROL
 TQ0321
 TQ0321  NGVD 29 (??/??/92)   78.201  (m)          256.56   (f) ADJ UNCH    1 1
 TQ0321
 TQ0321.Superseded values are not recommended for survey control.
 TQ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0321.See file dsdata.txt to determine how the superseded data were derived.
 TQ0321
 TQ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU916761(NAD 83)
 TQ0321_MARKER: DB = BENCH MARK DISK
 TQ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0321_STAMPING: F 374 1958
 TQ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0321+STABILITY: SURFACE MOTION
 TQ0321
 TQ0321  HISTORY     - Date     Condition        Report By
 TQ0321  HISTORY     - 1958     MONUMENTED       CGS
 TQ0321  HISTORY     - 1973     GOOD             NGS
 TQ0321  HISTORY     - 1981     GOOD             NGS
 TQ0321
 TQ0321                          STATION DESCRIPTION
 TQ0321
 TQ0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0321'IN CONCRETE.
 TQ0321'AT CONCRETE, AT THE ENTRANCE TO THE CONCRETE AIRPORT, 0.1 MILE SOUTH
 TQ0321'ALONG SUPERIOR AVENUE FROM THE ENTRANCE TO THE CONCRETE HIGH SCHOOL,
 TQ0321'AT THE T JUNCTION OF POWER LINES, 25.6 FEET WEST OF THE EXTENDED
 TQ0321'CENTER LINE OF SUPERIOR AVENUE, 37.3 FEET NORTHEAST OF THE NORTHEAST
 TQ0321'CORNER OF A HOUSE AT 602 SUPERIOR AVENUE, 22.0 FEET NORTHWEST OF THE
 TQ0321'WEST END OF A GATE AT THE ENTRANCE, 6.0 FEET EAST OF THE NORTHEAST
 TQ0321'CORNER OF A CONCRETE SIDEWALK, 2 1/2 FEET EAST OF POWER POLE 14700
 TQ0321'WITH TWO GUY WIRES, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF
 TQ0321'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  1/4, SEC 10, T
 TQ0321'35N, R 8E.
 TQ0321
 TQ0321                          STATION RECOVERY (1981)
 TQ0321
 TQ0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TQ0321'0.4 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 20 AND SUPERIOR AVE
 TQ0321'AT THE ENTRANCE TO THE CONCRETE AIRPORT 6.71 METERS WEST OF THE WEST
 TQ0321'GATE POST AT THE AIRPORT ENTRANCE 11.38 METERS NORTHEAST OF THE NORTH
 TQ0321'EAST CORNER OF THE HOUSE NUMBERED 602 SUPERIOR AVE 0.76 METER EAST OF
 TQ0321'POWER POLE NUMBER 14700 AND 84 METERS WEST OF BM G 374.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0203 ***********************************************************************
 TQ0203  DESIGNATION -  F 375
 TQ0203  PID         -  TQ0203
 TQ0203  STATE/COUNTY-  WA/WHATCOM
 TQ0203  USGS QUAD   -  ROSS DAM (1971)
 TQ0203
 TQ0203                         *CURRENT SURVEY CONTROL
 TQ0203  ___________________________________________________________________
 TQ0203* NAD 83(1986)-  48 43 03.     (N)    121 05 31.     (W)     SCALED    
 TQ0203* NAVD 88     -       554.278  (meters)    1818.49   (feet)  ADJUSTED  
 TQ0203  ___________________________________________________________________
 TQ0203  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 TQ0203  DYNAMIC HT  -         554.351 (meters)    1818.73  (feet)  COMP
 TQ0203  MODELED GRAV-     980,726.5   (mgal)                       NAVD 88
 TQ0203
 TQ0203  VERT ORDER  -  FIRST     CLASS II
 TQ0203
 TQ0203.The horizontal coordinates were scaled from a topographic map and have
 TQ0203.an estimated accuracy of +/- 6 seconds.
 TQ0203
 TQ0203.The orthometric height was determined by differential leveling
 TQ0203.and adjusted by the National Geodetic Survey in June 1991..
 TQ0203
 TQ0203.The geoid height was determined by GEOID03.
 TQ0203
 TQ0203.The dynamic height is computed by dividing the NAVD 88
 TQ0203.geopotential number by the normal gravity value computed on the
 TQ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0203.degrees latitude (g = 980.6199 gals.).
 TQ0203
 TQ0203.The modeled gravity was interpolated from observed gravity values.
 TQ0203
 TQ0203;                    North         East    Units  Estimated Accuracy
 TQ0203;SPC WA N     -   191,000.      480,970.      MT  (+/- 180 meters Scaled)
 TQ0203
 TQ0203                          SUPERSEDED SURVEY CONTROL
 TQ0203
 TQ0203  NGVD 29 (??/??/92)  553.061  (m)         1814.50   (f) ADJ UNCH    1 2
 TQ0203
 TQ0203.Superseded values are not recommended for survey control.
 TQ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0203.See file dsdata.txt to determine how the superseded data were derived.
 TQ0203
 TQ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU403978(NAD 83)
 TQ0203_MARKER: DB = BENCH MARK DISK
 TQ0203_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TQ0203_SP_SET: ROCK OUTCROP
 TQ0203_STAMPING: F 375 1958
 TQ0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0203
 TQ0203  HISTORY     - Date     Condition        Report By
 TQ0203  HISTORY     - 1958     MONUMENTED       CGS
 TQ0203
 TQ0203                          STATION DESCRIPTION
 TQ0203
 TQ0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0203'2.25 MI SW FROM ROSS DAM.
 TQ0203'2.25 MILES WEST ALONG DIABLO TRAIL 300 FROM THE WEST END OF ROSS DAM,
 TQ0203'450 PACES NORTHWEST OF BENCH MARK BD, 440 PACES SOUTH OF BENCH MARK
 TQ0203'BE, 215 PACES NORTHWEST OF THE CROSSING OF A HIGH-VOLTAGE POWER LINE,
 TQ0203'ON THE INSIDE OF A CURVE, 6 1/2 FEET NORTHEAST OF THE CENTER OF THE Y
 TQ0203'JUNCTION OF A TRAIL LEADING SOUTH DOWNHILL, IN TOP OF A 3-BY 4-FOOT
 TQ0203'GRANITE OUTCROP WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 5 FEET
 TQ0203'NORTHEAST OF THE CENTER LINE OF DIABLO TRAIL 300, 1 1/2 FEET SOUTH OF
 TQ0203'A 6-INCH BIRCH TREE BEARING A WITNESS POST PLAQUE, AND 1 1/2 FEET
 TQ0203'HIGHER THAN DIABLO TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0002 ***********************************************************************
 TQ0002  DESIGNATION -  F 376
 TQ0002  PID         -  TQ0002
 TQ0002  STATE/COUNTY-  WA/OKANOGAN
 TQ0002  USGS QUAD   -  MC LEOD MOUNTAIN (1991)
 TQ0002
 TQ0002                         *CURRENT SURVEY CONTROL
 TQ0002  ___________________________________________________________________
 TQ0002* NAD 83(1986)-  48 38 19.     (N)    120 28 34.     (W)     SCALED    
 TQ0002* NAVD 88     -       703.543  (meters)    2308.21   (feet)  ADJUSTED  
 TQ0002  ___________________________________________________________________
 TQ0002  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 TQ0002  DYNAMIC HT  -         703.577 (meters)    2308.32  (feet)  COMP
 TQ0002  MODELED GRAV-     980,637.0   (mgal)                       NAVD 88
 TQ0002
 TQ0002  VERT ORDER  -  FIRST     CLASS II
 TQ0002
 TQ0002.The horizontal coordinates were scaled from a topographic map and have
 TQ0002.an estimated accuracy of +/- 6 seconds.
 TQ0002
 TQ0002.The orthometric height was determined by differential leveling
 TQ0002.and adjusted by the National Geodetic Survey in June 1991..
 TQ0002
 TQ0002.The geoid height was determined by GEOID03.
 TQ0002
 TQ0002.The dynamic height is computed by dividing the NAVD 88
 TQ0002.geopotential number by the normal gravity value computed on the
 TQ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0002.degrees latitude (g = 980.6199 gals.).
 TQ0002
 TQ0002.The modeled gravity was interpolated from observed gravity values.
 TQ0002
 TQ0002;                    North         East    Units  Estimated Accuracy
 TQ0002;SPC WA N     -   182,250.      526,330.      MT  (+/- 180 meters Scaled)
 TQ0002
 TQ0002                          SUPERSEDED SURVEY CONTROL
 TQ0002
 TQ0002  NGVD 29 (??/??/92)  702.264  (m)         2304.01   (f) ADJ UNCH    1 2
 TQ0002
 TQ0002.Superseded values are not recommended for survey control.
 TQ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0002.See file dsdata.txt to determine how the superseded data were derived.
 TQ0002
 TQ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU859903(NAD 83)
 TQ0002_MARKER: DB = BENCH MARK DISK
 TQ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0002_STAMPING: F 376 1958
 TQ0002_MARK LOGO: CGS   
 TQ0002_PROJECTION: PROJECTING 12 CENTIMETERS
 TQ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0002+STABILITY: SURFACE MOTION
 TQ0002
 TQ0002  HISTORY     - Date     Condition        Report By
 TQ0002  HISTORY     - 1958     MONUMENTED       CGS
 TQ0002  HISTORY     - 1974     GOOD
 TQ0002  HISTORY     - 1982     GOOD             NGS
 TQ0002  HISTORY     - 19881116 GOOD             USGS
 TQ0002
 TQ0002                          STATION DESCRIPTION
 TQ0002
 TQ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0002'4.95 MI NW FROM MAZAMA.
 TQ0002'4.95 MILES NORTHWEST ALONG A GRAVEL ROAD FROM A STEEL TRUSS BRIDGE
 TQ0002'OVER THE METHOW RIVER AT MAZAMA, 0.1 MILE NORTHEAST OF THE JUNCTION OF
 TQ0002'A DIM DIRT ROAD WEST, AT THE WEST END OF A CURVE, 30 FEET NORTH OF THE
 TQ0002'CENTER LINE OF THE ROAD, 98 FEET NORTHWEST OF THE CENTER OF THE CURVE,
 TQ0002'1.5 FEET WEST OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE
 TQ0002'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 TQ0002'THE GROUND.
 TQ0002
 TQ0002                          STATION RECOVERY (1974)
 TQ0002
 TQ0002'RECOVERED 1974
 TQ0002'RECOVERED IN GOOD CONDITION.
 TQ0002
 TQ0002                          STATION RECOVERY (1982)
 TQ0002
 TQ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0002'0.25 KM (0.15 MI) NORTHEAST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0002'OVER THE METHOW RIVER AT MAZAMA, THENCE 7.5 KM (4.75 MI) NORTHWEST
 TQ0002'ALONG A PAVED ROAD, AT THE WEST END OF A HIGHWAY CURVE, 17.7 METERS
 TQ0002'(58 FT) NORTH OF THE ROAD CENTERLINE, 56.4 METERS (185 FT) EAST
 TQ0002'OF THE EXTENDED CENTERLINE OF A TRACK ROAD LEADING SOUTH.
 TQ0002'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TQ0002'THE MARK IS 0.6 M ABOVE THE ROAD.
 TQ0002
 TQ0002                          STATION RECOVERY (1988)
 TQ0002
 TQ0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (RWH)
 TQ0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0540 ***********************************************************************
 TP0540  DESIGNATION -  F 377
 TP0540  PID         -  TP0540
 TP0540  STATE/COUNTY-  WA/OKANOGAN
 TP0540  USGS QUAD   -  BUCK MOUNTAIN (1993)
 TP0540
 TP0540                         *CURRENT SURVEY CONTROL
 TP0540  ___________________________________________________________________
 TP0540* NAD 83(1986)-  48 22 44.     (N)    119 47 43.     (W)     SCALED    
 TP0540* NAVD 88     -       862.098  (meters)    2828.40   (feet)  ADJUSTED  
 TP0540  ___________________________________________________________________
 TP0540  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TP0540  DYNAMIC HT  -         862.146 (meters)    2828.56  (feet)  COMP
 TP0540  MODELED GRAV-     980,638.0   (mgal)                       NAVD 88
 TP0540
 TP0540  VERT ORDER  -  FIRST     CLASS II
 TP0540
 TP0540.The horizontal coordinates were scaled from a topographic map and have
 TP0540.an estimated accuracy of +/- 6 seconds.
 TP0540
 TP0540.The orthometric height was determined by differential leveling
 TP0540.and adjusted by the National Geodetic Survey in June 1991..
 TP0540
 TP0540.The geoid height was determined by GEOID03.
 TP0540
 TP0540.The dynamic height is computed by dividing the NAVD 88
 TP0540.geopotential number by the normal gravity value computed on the
 TP0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0540.degrees latitude (g = 980.6199 gals.).
 TP0540
 TP0540.The modeled gravity was interpolated from observed gravity values.
 TP0540
 TP0540;                    North         East    Units  Estimated Accuracy
 TP0540;SPC WA N     -   153,830.      576,890.      MT  (+/- 180 meters Scaled)
 TP0540
 TP0540                          SUPERSEDED SURVEY CONTROL
 TP0540
 TP0540  NGVD 29 (??/??/92)  860.776  (m)         2824.06   (f) ADJ UNCH    1 2
 TP0540
 TP0540.Superseded values are not recommended for survey control.
 TP0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0540.See file dsdata.txt to determine how the superseded data were derived.
 TP0540
 TP0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP930621(NAD 83)
 TP0540_MARKER: DB = BENCH MARK DISK
 TP0540_SETTING: 66 = SET IN ROCK OUTCROP
 TP0540_SP_SET: OUTCROP
 TP0540_STAMPING: F 377 1958
 TP0540_MARK LOGO: CGS   
 TP0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0540+STABILITY: POSITION/ELEVATION WELL
 TP0540
 TP0540  HISTORY     - Date     Condition        Report By
 TP0540  HISTORY     - 1958     MONUMENTED       CGS
 TP0540  HISTORY     - 1982     GOOD             NGS
 TP0540
 TP0540                          STATION DESCRIPTION
 TP0540
 TP0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TP0540'13.35 MI SW FROM OKANOGAN.
 TP0540'1.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 97 FROM THE POST OFFICE AT
 TP0540'OKANOGAN, THENCE 11.65 MILES WEST ALONG STATE HIGHWAY 16, IN THE TOP
 TP0540'OF AN OUTCROP, 32 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 TP0540'315 FEET EAST OF THE CENTER OF THE NORTH END OF A CONCRETE PIPE
 TP0540'CULVERT UNDER THE HIGHWAY, 91 FEET EAST OF A POST SUPPORTING A
 TP0540'THROWING AWAY BURNING MATERIAL PROHIBITED SIGN, 5.2 FEET SOUTH OF A
 TP0540'WITNESS POST, ABOUT 5 1/2 FEET HIGHER THAN THE HIGHWAY, AND LEVEL WITH
 TP0540'THE TOP OF THE OUTCROP.
 TP0540
 TP0540                          STATION RECOVERY (1982)
 TP0540
 TP0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0540'RECOVERED IN GOOD CONDITION. NOTE--HIGHWAY 16 IS NOW HIGHWAY 20.
 TP0540'ADD--0.45 KM (0.3 MI) WEST OF MILEPOST 220.
 TP0540'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 TP0540'THE MARK IS 1.7 M ABOVE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0057 ***********************************************************************
 TQ0057  DESIGNATION -  F 378
 TQ0057  PID         -  TQ0057
 TQ0057  STATE/COUNTY-  WA/OKANOGAN
 TQ0057  USGS QUAD   -  WINTHROP (1969)
 TQ0057
 TQ0057                         *CURRENT SURVEY CONTROL
 TQ0057  ___________________________________________________________________
 TQ0057* NAD 83(1998)-  48 24 30.54207(N)    120 08 31.07911(W)     ADJUSTED  
 TQ0057* NAVD 88     -       534.265  (meters)    1752.83   (feet)  ADJUSTED  
 TQ0057  ___________________________________________________________________
 TQ0057  X           -  -2,130,195.531 (meters)                     COMP
 TQ0057  Y           -  -3,668,584.433 (meters)                     COMP
 TQ0057  Z           -   4,747,534.596 (meters)                     COMP
 TQ0057  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 TQ0057  ELLIP HEIGHT-         516.40  (meters)          (03/21/00) GPS OBS
 TQ0057  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 TQ0057  DYNAMIC HT  -         534.327 (meters)    1753.04  (feet)  COMP
 TQ0057  MODELED GRAV-     980,710.5   (mgal)                       NAVD 88
 TQ0057
 TQ0057  HORZ ORDER  -  A
 TQ0057  VERT ORDER  -  FIRST     CLASS II
 TQ0057  ELLP ORDER  -  THIRD     CLASS II
 TQ0057
 TQ0057.The horizontal coordinates were established by GPS observations
 TQ0057.and adjusted by the National Geodetic Survey in March 2000..
 TQ0057.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TQ0057.DATUM ITEM on the data sheet items page.
 TQ0057
 TQ0057.The orthometric height was determined by differential leveling
 TQ0057.and adjusted by the National Geodetic Survey in June 1991..
 TQ0057
 TQ0057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TQ0057
 TQ0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0057
 TQ0057.The ellipsoidal height was determined by GPS observations
 TQ0057.and is referenced to NAD 83.
 TQ0057
 TQ0057.The geoid height was determined by GEOID03.
 TQ0057
 TQ0057.The dynamic height is computed by dividing the NAVD 88
 TQ0057.geopotential number by the normal gravity value computed on the
 TQ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0057.degrees latitude (g = 980.6199 gals.).
 TQ0057
 TQ0057.The modeled gravity was interpolated from observed gravity values.
 TQ0057
 TQ0057;                    North         East     Units Scale Factor Converg.
 TQ0057;SPC WA N     -   156,830.488   551,181.907   MT  0.99995510   +0 30 53.1
 TQ0057;SPC WA N     -   514,534.69  1,808,335.97   sFT  0.99995510   +0 30 53.1
 TQ0057;UTM  10      - 5,365,649.816   711,497.666   MT  1.00014962   +2 08 17.9
 TQ0057
 TQ0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0057!SPC WA N     -   0.99991907  x   0.99995510  =   0.99987418
 TQ0057!UTM  10      -   0.99991907  x   1.00014962  =   1.00006868
 TQ0057
 TQ0057                          SUPERSEDED SURVEY CONTROL
 TQ0057
 TQ0057  NAD 83(1991)-  48 24 30.54048(N)    120 08 31.07956(W) AD(       ) B
 TQ0057  ELLIP H (11/01/99)  516.57   (m)                       GP(       ) 4 1
 TQ0057  NAVD 88 (11/01/99)  534.26   (m)         1752.8    (f) LEVELING    3  
 TQ0057  NGVD 29 (??/??/92)  533.030  (m)         1748.78   (f) ADJ UNCH    1 2
 TQ0057
 TQ0057.Superseded values are not recommended for survey control.
 TQ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0057.See file dsdata.txt to determine how the superseded data were derived.
 TQ0057
 TQ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU1149865650(NAD 83)
 TQ0057_MARKER: DB = BENCH MARK DISK
 TQ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0057_STAMPING: F 378 1958
 TQ0057_MARK LOGO: CGS   
 TQ0057_PROJECTION: FLUSH
 TQ0057_MAGNETIC: N = NO MAGNETIC MATERIAL
 TQ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0057+STABILITY: SURFACE MOTION
 TQ0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TQ0057+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 TQ0057
 TQ0057  HISTORY     - Date     Condition        Report By
 TQ0057  HISTORY     - 1958     MONUMENTED       CGS
 TQ0057  HISTORY     - 1982     GOOD             NGS
 TQ0057  HISTORY     - 19981010 GOOD             NGS
 TQ0057
 TQ0057                          STATION DESCRIPTION
 TQ0057
 TQ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TQ0057'3.25 MI NW FROM TWISP.
 TQ0057'3.25 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE SCHOOL AT TWISP,
 TQ0057'0.5 MILE NORTH OF THE Y JUNCTION OF AN ASPHALT ROAD NORTH, AT THE
 TQ0057'CROSSING OF A TELEPHONE LINE, 36 FEET NORTHEAST OF THE CENTER LINE OF
 TQ0057'THE HIGHWAY, 8 FEET NORTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, 1.6
 TQ0057'FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND
 TQ0057'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 TQ0057'GROUND.
 TQ0057
 TQ0057                          STATION RECOVERY (1982)
 TQ0057
 TQ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0057'5.2 KM (3.25 MI) NORTH ALONG STATE HIGHWAY 20 FROM THE COMMUNITY
 TQ0057'CENTER AT TWISP, 0.8 KM (0.5 MI) NORTH OF THE T JUNCTION OF A PAVED
 TQ0057'ROAD, 0.59 KM (0.4 MI) SOUTH OF MILEPOST 118, 10.4 METERS (34 FT)
 TQ0057'EAST OF THE HIGHWAY CENTERLINE, 38.4 METERS (126 FT) NORTH OF A
 TQ0057'FENCE CORNER POST, 32.9 METERS (108 FT) SOUTH OF THE EXTENDED
 TQ0057'CENTERLINE OF A PRIVATE DRIVE LEADING WEST, 1.0 METERS (3.3 FT) WEST
 TQ0057'OF A BARB WIRE FENCE.
 TQ0057'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 TQ0057'THE MARK IS 0.8 M BELOW THE HIGHWAY CENTERLINE.
 TQ0057
 TQ0057                          STATION RECOVERY (1998)
 TQ0057
 TQ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 TQ0057'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0546 ***********************************************************************
 TP0546  DESIGNATION -  F 379
 TP0546  PID         -  TP0546
 TP0546  STATE/COUNTY-  WA/OKANOGAN
 TP0546  USGS QUAD   -  BUCK MOUNTAIN (1993)
 TP0546
 TP0546                         *CURRENT SURVEY CONTROL
 TP0546  ___________________________________________________________________
 TP0546* NAD 83(1986)-  48 23 24.     (N)    119 45 41.     (W)     SCALED    
 TP0546* NAVD 88     -       704.902  (meters)    2312.67   (feet)  ADJUSTED  
 TP0546  ___________________________________________________________________
 TP0546  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 TP0546  DYNAMIC HT  -         704.958 (meters)    2312.85  (feet)  COMP
 TP0546  MODELED GRAV-     980,668.0   (mgal)                       NAVD 88
 TP0546
 TP0546  VERT ORDER  -  FIRST     CLASS II
 TP0546
 TP0546.The horizontal coordinates were scaled from a topographic map and have
 TP0546.an estimated accuracy of +/- 6 seconds.
 TP0546
 TP0546.The orthometric height was determined by differential leveling
 TP0546.and adjusted by the National Geodetic Survey in June 1991..
 TP0546
 TP0546.The geoid height was determined by GEOID03.
 TP0546
 TP0546.The dynamic height is computed by dividing the NAVD 88
 TP0546.geopotential number by the normal gravity value computed on the
 TP0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0546.degrees latitude (g = 980.6199 gals.).
 TP0546
 TP0546.The modeled gravity was interpolated from observed gravity values.
 TP0546
 TP0546;                    North         East    Units  Estimated Accuracy
 TP0546;SPC WA N     -   155,100.      579,380.      MT  (+/- 180 meters Scaled)
 TP0546
 TP0546                          SUPERSEDED SURVEY CONTROL
 TP0546
 TP0546  NGVD 29 (??/??/92)  703.588  (m)         2308.36   (f) ADJ UNCH    1 2
 TP0546
 TP0546.Superseded values are not recommended for survey control.
 TP0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0546.See file dsdata.txt to determine how the superseded data were derived.
 TP0546
 TP0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP955633(NAD 83)
 TP0546_MARKER: DB = BENCH MARK DISK
 TP0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0546_STAMPING: F 379 1958
 TP0546_MARK LOGO: CGS   
 TP0546_PROJECTION: PROJECTING 4 CENTIMETERS
 TP0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0546+STABILITY: SURFACE MOTION
 TP0546
 TP0546  HISTORY     - Date     Condition        Report By
 TP0546  HISTORY     - 1958     MONUMENTED       CGS
 TP0546  HISTORY     - 1982     GOOD             NGS
 TP0546
 TP0546                          STATION DESCRIPTION
 TP0546
 TP0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TP0546'13.0 MI NW FROM OKANOGAN.
 TP0546'1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 97 FROM THE POST OFFICE AT
 TP0546'OKANOGAN, THENCE 8.55 MILES WEST ALONG STATE HIGHWAY 16, THENCE 2.75
 TP0546'MILES NORTH ALONG A GRAVEL ROAD, 0.07 MILE NORTH OF THE JUNCTION OF A
 TP0546'DIM TRACK ROAD NORTHEAST, 34 1/2 FEET WEST OF THE CENTER LINE OF THE
 TP0546'ROAD, 30 FEET EAST OF THE EDGE OF THE WEST BANK OF LOUP LOUP CREEK,
 TP0546'1.4 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD,
 TP0546'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 TP0546'GROUND.
 TP0546
 TP0546                          STATION RECOVERY (1982)
 TP0546
 TP0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0546'2.7 KM (1.7 MI) SOUTHWEST ALONG US HIGHWAY 97 FROM THE POST OFFICE AT
 TP0546'OKANOGAN, THENCE 13.2 KM (8.25 MI) WEST ALONG STATE HIGHWAY 20, THENCE
 TP0546'0.1 KM (0.05 MI) NORTH ALONG A GRAVEL ROAD, THENCE 4.45 KM (2.78 MI)
 TP0546'NORTH ALONG A GRAVEL ROAD, 1.22 KM (0.76 MI) NORTH OF AN IRRIGATION
 TP0546'CULVERT UNDER THE ROAD, 10.7 METERS (35 FT) WEST OF THE CENTERLINE
 TP0546'OF THE ROAD, 9.2 METERS (30 FT) EAST OF THE EAST BANK OF LOUP LOUP
 TP0546'CREEK.
 TP0546'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 TP0546'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0881 ***********************************************************************
 RZ0881  DESIGNATION -  F 38
 RZ0881  PID         -  RZ0881
 RZ0881  STATE/COUNTY-  WA/GARFIELD
 RZ0881  USGS QUAD   -  STEMBER CREEK (1971)
 RZ0881
 RZ0881                         *CURRENT SURVEY CONTROL
 RZ0881  ___________________________________________________________________
 RZ0881* NAD 83(1986)-  46 24 53.     (N)    117 16 25.     (W)     SCALED    
 RZ0881* NAVD 88     -       318.358  (meters)    1044.48   (feet)  ADJUSTED  
 RZ0881  ___________________________________________________________________
 RZ0881  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 RZ0881  DYNAMIC HT  -         318.354 (meters)    1044.47  (feet)  COMP
 RZ0881  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 RZ0881
 RZ0881  VERT ORDER  -  FIRST     CLASS II
 RZ0881
 RZ0881.The horizontal coordinates were scaled from a topographic map and have
 RZ0881.an estimated accuracy of +/- 6 seconds.
 RZ0881
 RZ0881.The orthometric height was determined by differential leveling
 RZ0881.and adjusted by the National Geodetic Survey in June 1991..
 RZ0881
 RZ0881.The geoid height was determined by GEOID03.
 RZ0881
 RZ0881.The dynamic height is computed by dividing the NAVD 88
 RZ0881.geopotential number by the normal gravity value computed on the
 RZ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0881.degrees latitude (g = 980.6199 gals.).
 RZ0881
 RZ0881.The modeled gravity was interpolated from observed gravity values.
 RZ0881
 RZ0881;                    North         East    Units  Estimated Accuracy
 RZ0881;SPC WA S     -   125,270.      747,960.      MT  (+/- 180 meters Scaled)
 RZ0881
 RZ0881                          SUPERSEDED SURVEY CONTROL
 RZ0881
 RZ0881  NGVD 29 (??/??/92)  317.37   (m)         1041.2    (f) COMPUTED    1 2
 RZ0881
 RZ0881.Superseded values are not recommended for survey control.
 RZ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0881.See file dsdata.txt to determine how the superseded data were derived.
 RZ0881
 RZ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM789401(NAD 83)
 RZ0881_MARKER: DB = BENCH MARK DISK
 RZ0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0881_STAMPING: F 38 1933
 RZ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0881+STABILITY: SURFACE MOTION
 RZ0881
 RZ0881  HISTORY     - Date     Condition        Report By
 RZ0881  HISTORY     - 1933     MONUMENTED       CGS
 RZ0881  HISTORY     - 1964     GOOD             NGS
 RZ0881  HISTORY     - 1968     MARK NOT FOUND   NGS
 RZ0881
 RZ0881                          STATION DESCRIPTION
 RZ0881
 RZ0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RZ0881'12.6 MI W FROM CLARKSTON.
 RZ0881'12.6 MILES WEST ALONG U.S. HIGHWAY 410 FROM THE WEST END OF THE BRIDGE
 RZ0881'OVER THE SNAKE RIVER AT CLARKSTON, 0.25 MILE WEST OF THE
 RZ0881'GARFIELD-ASOTIN COUNTY LINE, 360 FEET EAST OF A BOX CULVERT UNDER THE
 RZ0881'HIGHWAY, 105 FEET EAST OF A HISTORIC SIGN, 60 FEET WEST OF A DRIVEWAY
 RZ0881'TO THE PASTURE, 39 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 410, 8
 RZ0881'FEET NORTH OF A T FENCE CORNER, 0.5 FOOT EAST OF A METAL WITNESS POST
 RZ0881'AND 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE MONUMENT PROJECTS 5
 RZ0881'INCHES.
 RZ0881
 RZ0881                          STATION RECOVERY (1968)
 RZ0881
 RZ0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RZ0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0882 ***********************************************************************
 RZ0882  DESIGNATION -  F 38 RESET 1968
 RZ0882  PID         -  RZ0882
 RZ0882  STATE/COUNTY-  WA/GARFIELD
 RZ0882  USGS QUAD   -  STEMBER CREEK (1971)
 RZ0882
 RZ0882                         *CURRENT SURVEY CONTROL
 RZ0882  ___________________________________________________________________
 RZ0882* NAD 83(1986)-  46 24 52.     (N)    117 16 25.     (W)     SCALED    
 RZ0882* NAVD 88     -       318.156  (meters)    1043.82   (feet)  ADJUSTED  
 RZ0882  ___________________________________________________________________
 RZ0882  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 RZ0882  DYNAMIC HT  -         318.152 (meters)    1043.80  (feet)  COMP
 RZ0882  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 RZ0882
 RZ0882  VERT ORDER  -  FIRST     CLASS I
 RZ0882
 RZ0882.The horizontal coordinates were scaled from a topographic map and have
 RZ0882.an estimated accuracy of +/- 6 seconds.
 RZ0882
 RZ0882.The orthometric height was determined by differential leveling
 RZ0882.and adjusted by the National Geodetic Survey in June 1991..
 RZ0882
 RZ0882.The geoid height was determined by GEOID03.
 RZ0882
 RZ0882.The dynamic height is computed by dividing the NAVD 88
 RZ0882.geopotential number by the normal gravity value computed on the
 RZ0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0882.degrees latitude (g = 980.6199 gals.).
 RZ0882
 RZ0882.The modeled gravity was interpolated from observed gravity values.
 RZ0882
 RZ0882;                    North         East    Units  Estimated Accuracy
 RZ0882;SPC WA S     -   125,240.      747,970.      MT  (+/- 180 meters Scaled)
 RZ0882
 RZ0882                          SUPERSEDED SURVEY CONTROL
 RZ0882
 RZ0882  NGVD 29 (??/??/92)  317.174  (m)         1040.60   (f) ADJ UNCH    1 1
 RZ0882
 RZ0882.Superseded values are not recommended for survey control.
 RZ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0882.See file dsdata.txt to determine how the superseded data were derived.
 RZ0882
 RZ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM789401(NAD 83)
 RZ0882_MARKER: DB = BENCH MARK DISK
 RZ0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0882_STAMPING: F 38 RESET 1968
 RZ0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0882+STABILITY: SURFACE MOTION
 RZ0882
 RZ0882  HISTORY     - Date     Condition        Report By
 RZ0882  HISTORY     - 1968     MONUMENTED       CGS
 RZ0882  HISTORY     - 1968     GOOD             NGS
 RZ0882
 RZ0882                          STATION DESCRIPTION
 RZ0882
 RZ0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ0882'13.35 MI W FROM CLARKSTON.
 RZ0882'13.35 MILES WEST ALONG U.S. HIGHWAY 12 FROM THE WEST END OF THE SNAKE
 RZ0882'RIVER BRIDGE AT CLARKSTON, 0.25 MILE WEST OF THE GARFIELD-ASOTIN
 RZ0882'COUNTY LINE, AT THE WEST BASE OF A ROAD FILL FOR AN OFF RAMP, 103 FEET
 RZ0882'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 145 FEET SOUTHWEST AND
 RZ0882'ACROSS THE HIGHWAY FROM BENCH MARK S 437, 150 FEET WEST OF THE
 RZ0882'NORTHWEST END OF A GUARDRAIL, 1.2 FEET EAST OF A WITNESS POST, ABOUT 7
 RZ0882'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.3
 RZ0882'FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0248 ***********************************************************************
 TQ0248  DESIGNATION -  F 380
 TQ0248  PID         -  TQ0248
 TQ0248  STATE/COUNTY-  WA/SKAGIT
 TQ0248  USGS QUAD   -  ROCKPORT (1982)
 TQ0248
 TQ0248                         *CURRENT SURVEY CONTROL
 TQ0248  ___________________________________________________________________
 TQ0248* NAD 83(1986)-  48 29 30.     (N)    121 34 14.     (W)     SCALED    
 TQ0248* NAVD 88     -        84.516  (meters)     277.28   (feet)  ADJUSTED  
 TQ0248  ___________________________________________________________________
 TQ0248  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 TQ0248  DYNAMIC HT  -          84.533 (meters)     277.34  (feet)  COMP
 TQ0248  MODELED GRAV-     980,816.6   (mgal)                       NAVD 88
 TQ0248
 TQ0248  VERT ORDER  -  FIRST     CLASS I
 TQ0248
 TQ0248.The horizontal coordinates were scaled from a topographic map and have
 TQ0248.an estimated accuracy of +/- 6 seconds.
 TQ0248
 TQ0248.The orthometric height was determined by differential leveling
 TQ0248.and adjusted by the National Geodetic Survey in June 1991..
 TQ0248
 TQ0248.The geoid height was determined by GEOID03.
 TQ0248
 TQ0248.The dynamic height is computed by dividing the NAVD 88
 TQ0248.geopotential number by the normal gravity value computed on the
 TQ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0248.degrees latitude (g = 980.6199 gals.).
 TQ0248
 TQ0248.The modeled gravity was interpolated from observed gravity values.
 TQ0248
 TQ0248;                    North         East    Units  Estimated Accuracy
 TQ0248;SPC WA N     -   166,110.      445,510.      MT  (+/- 180 meters Scaled)
 TQ0248
 TQ0248                          SUPERSEDED SURVEY CONTROL
 TQ0248
 TQ0248  NGVD 29 (??/??/92)   83.369  (m)          273.52   (f) ADJ UNCH    1 1
 TQ0248
 TQ0248.Superseded values are not recommended for survey control.
 TQ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0248.See file dsdata.txt to determine how the superseded data were derived.
 TQ0248
 TQ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU056719(NAD 83)
 TQ0248_MARKER: DB = BENCH MARK DISK
 TQ0248_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0248_SP_SET: ROCK OUTCROP
 TQ0248_STAMPING: F 380 1958
 TQ0248_MARK LOGO: CGS   
 TQ0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0248+STABILITY: POSITION/ELEVATION WELL
 TQ0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TQ0248+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1990
 TQ0248
 TQ0248  HISTORY     - Date     Condition        Report By
 TQ0248  HISTORY     - 1958     MONUMENTED       CGS
 TQ0248  HISTORY     - 1973     GOOD             NGS
 TQ0248  HISTORY     - 1982     GOOD             NGS
 TQ0248  HISTORY     - 1984     GOOD             NGS
 TQ0248  HISTORY     - 19900516 GOOD             WADT
 TQ0248
 TQ0248                          STATION DESCRIPTION
 TQ0248
 TQ0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0248'0.95 MI E FROM ROCKPORT.
 TQ0248'0.95 MILE EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF EAST SAUK
 TQ0248'ROAD AT ROCKPORT, AT THE EAST EDGE OF A TURN OUT, 0.15 MILE EAST OF
 TQ0248'THE EAST JUNCTION OF SHULAR ROAD, SET VERTICALLY IN THE SOUTH FACE OF
 TQ0248'A 6-BY 10-FOOT GRANITE OUTCROP WHICH PROJECTS 4 FEET ABOVE THE GROUND,
 TQ0248'44 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 97 FEET NORTH AND
 TQ0248'ACROSS THE HIGHWAY FROM POWER POLE 2-2 WITH GUY WIRES, ABOUT 2 FEET
 TQ0248'HIGHER THAN THE HIGHWAY.  1/4, SEC 30, T35N, R10E.
 TQ0248
 TQ0248                          STATION RECOVERY (1982)
 TQ0248
 TQ0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0248'RECOVERED IN GOOD CONDITION. NOTE--MARK IS SET IN A BOULDER NOT AN
 TQ0248'OUTCROP.
 TQ0248'THE MARK IS 0.6 M ABOVE THE HIGHWAY CENTERLINE.
 TQ0248
 TQ0248                          STATION RECOVERY (1984)
 TQ0248
 TQ0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TQ0248'RECOVERED IN GOOD CONDITION.
 TQ0248
 TQ0248                          STATION RECOVERY (1990)
 TQ0248
 TQ0248'RECOVERY NOTE BY WA DEPT OF TRANSP 1990
 TQ0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0218 ***********************************************************************
 TQ0218  DESIGNATION -  F 381
 TQ0218  PID         -  TQ0218
 TQ0218  STATE/COUNTY-  WA/SNOHOMISH
 TQ0218  USGS QUAD   -  WHITE CHUCK MTN (1982)
 TQ0218
 TQ0218                         *CURRENT SURVEY CONTROL
 TQ0218  ___________________________________________________________________
 TQ0218* NAD 83(1986)-  48 10 55.     (N)    121 28 17.     (W)     SCALED    
 TQ0218* NAVD 88     -       275.854  (meters)     905.03   (feet)  ADJUSTED  
 TQ0218  ___________________________________________________________________
 TQ0218  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 TQ0218  DYNAMIC HT  -         275.893 (meters)     905.16  (feet)  COMP
 TQ0218  MODELED GRAV-     980,747.8   (mgal)                       NAVD 88
 TQ0218
 TQ0218  VERT ORDER  -  SECOND    CLASS 0
 TQ0218
 TQ0218.The horizontal coordinates were scaled from a topographic map and have
 TQ0218.an estimated accuracy of +/- 6 seconds.
 TQ0218
 TQ0218.The orthometric height was determined by differential leveling
 TQ0218.and adjusted by the National Geodetic Survey in June 1991..
 TQ0218
 TQ0218.The geoid height was determined by GEOID03.
 TQ0218
 TQ0218.The dynamic height is computed by dividing the NAVD 88
 TQ0218.geopotential number by the normal gravity value computed on the
 TQ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0218.degrees latitude (g = 980.6199 gals.).
 TQ0218
 TQ0218.The modeled gravity was interpolated from observed gravity values.
 TQ0218
 TQ0218;                    North         East    Units  Estimated Accuracy
 TQ0218;SPC WA N     -   131,610.      452,560.      MT  (+/- 180 meters Scaled)
 TQ0218
 TQ0218                          SUPERSEDED SURVEY CONTROL
 TQ0218
 TQ0218  NGVD 29 (??/??/92)  274.674  (m)          901.16   (f) ADJ UNCH    2 0
 TQ0218
 TQ0218.Superseded values are not recommended for survey control.
 TQ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0218.See file dsdata.txt to determine how the superseded data were derived.
 TQ0218
 TQ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU136376(NAD 83)
 TQ0218_MARKER: DB = BENCH MARK DISK
 TQ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TQ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TQ0218_STAMPING: F 381 1958
 TQ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0218+STABILITY: SURFACE MOTION
 TQ0218
 TQ0218  HISTORY     - Date     Condition        Report By
 TQ0218  HISTORY     - 1958     MONUMENTED       CGS
 TQ0218  HISTORY     - 1959     GOOD             NGS
 TQ0218  HISTORY     - 20010331 MARK NOT FOUND   NGS
 TQ0218
 TQ0218                          STATION DESCRIPTION
 TQ0218
 TQ0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TQ0218'8.1 MI NW FROM BEDAL.
 TQ0218'ABOUT 8.1 MILES NORTHWEST ALONG FOREST SERVICE ROAD 322 FROM NORTH
 TQ0218'FORK GUARD STATION AT BEDAL, 0.85 MILE NORTH OF A BRIDGE OVER WHITE
 TQ0218'CHUCK RIVER, ON THE OUTSIDE OF A CURVE, 58 FEET SOUTHEAST OF THE
 TQ0218'CENTER OF THE Y JUNCTION OF A TRACK ROAD LEADING EAST, 32 FEET
 TQ0218'NORTHEAST OF THE CENTER LINE OF THE FOREST SERVICE ROAD, 22 FEET SOUTH
 TQ0218'OF THE CENTER LINE OF THE TRACK ROAD, 2.6 FEET NORTHWEST OF A WITNESS
 TQ0218'POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 TQ0218'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 TQ0218
 TQ0218                          STATION RECOVERY (2001)
 TQ0218
 TQ0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TQ0218'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0561 ***********************************************************************
 TP0561  DESIGNATION -  F 382
 TP0561  PID         -  TP0561
 TP0561  STATE/COUNTY-  WA/OKANOGAN
 TP0561  USGS QUAD   -  MALOTT (1993)
 TP0561
 TP0561                         *CURRENT SURVEY CONTROL
 TP0561  ___________________________________________________________________
 TP0561* NAD 83(1986)-  48 18 43.     (N)    119 40 52.     (W)     SCALED    
 TP0561* NAVD 88     -       368.865  (meters)    1210.18   (feet)  ADJUSTED  
 TP0561  ___________________________________________________________________
 TP0561  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TP0561  DYNAMIC HT  -         368.918 (meters)    1210.36  (feet)  COMP
 TP0561  MODELED GRAV-     980,742.6   (mgal)                       NAVD 88
 TP0561
 TP0561  VERT ORDER  -  FIRST     CLASS II
 TP0561
 TP0561.The horizontal coordinates were scaled from a topographic map and have
 TP0561.an estimated accuracy of +/- 6 seconds.
 TP0561
 TP0561.The orthometric height was determined by differential leveling
 TP0561.and adjusted by the National Geodetic Survey in June 1991..
 TP0561
 TP0561.The geoid height was determined by GEOID03.
 TP0561
 TP0561.The dynamic height is computed by dividing the NAVD 88
 TP0561.geopotential number by the normal gravity value computed on the
 TP0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0561.degrees latitude (g = 980.6199 gals.).
 TP0561
 TP0561.The modeled gravity was interpolated from observed gravity values.
 TP0561
 TP0561;                    North         East    Units  Estimated Accuracy
 TP0561;SPC WA N     -   146,510.      585,460.      MT  (+/- 180 meters Scaled)
 TP0561
 TP0561                          SUPERSEDED SURVEY CONTROL
 TP0561
 TP0561  NGVD 29 (??/??/92)  367.604  (m)         1206.05   (f) ADJ UNCH    1 2
 TP0561
 TP0561.Superseded values are not recommended for survey control.
 TP0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0561.See file dsdata.txt to determine how the superseded data were derived.
 TP0561
 TP0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP012544(NAD 83)
 TP0561_MARKER: DB = BENCH MARK DISK
 TP0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TP0561_STAMPING: F 382 1958
 TP0561_MARK LOGO: CGS   
 TP0561_PROJECTION: FLUSH
 TP0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0561+STABILITY: SURFACE MOTION
 TP0561
 TP0561  HISTORY     - Date     Condition        Report By
 TP0561  HISTORY     - 1958     MONUMENTED       CGS
 TP0561  HISTORY     - 1975     MARK NOT FOUND   USPSQD
 TP0561  HISTORY     - 1975     MARK NOT FOUND   USGS
 TP0561  HISTORY     - 1982     GOOD             NGS
 TP0561
 TP0561                          STATION DESCRIPTION
 TP0561
 TP0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TP0561'3.05 MI NE FROM MALOTT.
 TP0561'0.05 MILE WEST ALONG A PAVED STREET FROM THE MALOTT ELEMENTARY SCHOOL
 TP0561'AT MALOTT, THENCE 3.0 MILES NORTHEAST ALONG AN ASPHALT ROAD, 0.07 MILE
 TP0561'SOUTHWEST OF THE SOUTH CORNER OF AN ORCHARD, 19 FEET SOUTHEAST OF THE
 TP0561'CENTER LINE OF THE ROAD, 79 1/2 FEET SOUTHWEST OF A T FENCE JUNCTION,
 TP0561'4 1/2 FEET SOUTHEAST OF TELEPHONE POLE 48 R1, 0.8 FOOT NORTHWEST OF A
 TP0561'FENCE, 2.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 TP0561'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 TP0561'ABOVE THE GROUND.
 TP0561
 TP0561                          STATION RECOVERY (1975)
 TP0561
 TP0561'RECOVERY NOTE BY US POWER SQUADRON 1975 (NW)
 TP0561'MARK NOT FOUND.
 TP0561
 TP0561                          STATION RECOVERY (1975)
 TP0561
 TP0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP0561'MARK NOT FOUND.
 TP0561
 TP0561                          STATION RECOVERY (1982)
 TP0561
 TP0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0561'0.1 KM (0.05 MI) WEST ALONG SCHOOL ROAD FROM THE ELEMENTARY SCHOOL AT
 TP0561'MALOTT, THENCE 4.8 KM (3.0 MI) NORTH ALONG MALOTT ROAD, SOUTHEAST
 TP0561'ACROSS THE ROAD FROM THE Y JUNCTION OF A TRACK ROAD, 6.0 METERS (19.5
 TP0561'FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 104.9 METERS (344 FT)
 TP0561'NORTHEAST THE OF CENTERLINE OF A PRIVATE DRIVE LEADING TO A MOBILE
 TP0561'HOME, 6.1 METERS (20 FT) NORTHEAST OF THE NORTHEAST ONE OF TWO
 TP0561'BRACED 7 FT TALL WOODEN FENCE POSTS, 0.8 METERS (2.6 FT) NORTHWEST OF
 TP0561'THE 7 FT TALL HOG WIRE FENCE, 9.9 METERS (32.5 FT) SOUTH OF THE
 TP0561'EXTENDED CENTERLINE OF THE TRACK ROAD.
 TP0561'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 TP0561'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0201 ***********************************************************************
 SA0201  DESIGNATION -  F 383
 SA0201  PID         -  SA0201
 SA0201  STATE/COUNTY-  WA/WALLA WALLA
 SA0201  USGS QUAD   -  HADLEY (1991)
 SA0201
 SA0201                         *CURRENT SURVEY CONTROL
 SA0201  ___________________________________________________________________
 SA0201* NAD 83(1986)-  46 09 27.     (N)    118 26 00.     (W)     SCALED    
 SA0201* NAVD 88     -       273.095  (meters)     895.98   (feet)  ADJUSTED  
 SA0201  ___________________________________________________________________
 SA0201  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SA0201  DYNAMIC HT  -         273.090 (meters)     895.96  (feet)  COMP
 SA0201  MODELED GRAV-     980,589.3   (mgal)                       NAVD 88
 SA0201
 SA0201  VERT ORDER  -  SECOND    CLASS 0
 SA0201
 SA0201.The horizontal coordinates were scaled from a topographic map and have
 SA0201.an estimated accuracy of +/- 6 seconds.
 SA0201
 SA0201.The orthometric height was determined by differential leveling
 SA0201.and adjusted by the National Geodetic Survey in June 1991..
 SA0201
 SA0201.The geoid height was determined by GEOID03.
 SA0201
 SA0201.The dynamic height is computed by dividing the NAVD 88
 SA0201.geopotential number by the normal gravity value computed on the
 SA0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0201.degrees latitude (g = 980.6199 gals.).
 SA0201
 SA0201.The modeled gravity was interpolated from observed gravity values.
 SA0201
 SA0201;                    North         East    Units  Estimated Accuracy
 SA0201;SPC WA S     -    93,700.      659,610.      MT  (+/- 180 meters Scaled)
 SA0201
 SA0201                          SUPERSEDED SURVEY CONTROL
 SA0201
 SA0201  NGVD 29 (??/??/92)  272.152  (m)          892.89   (f) ADJ UNCH    2 0
 SA0201
 SA0201.Superseded values are not recommended for survey control.
 SA0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0201.See file dsdata.txt to determine how the superseded data were derived.
 SA0201
 SA0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM893125(NAD 83)
 SA0201_MARKER: DB = BENCH MARK DISK
 SA0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0201_SP_SET: CONCRETE POST
 SA0201_STAMPING: F 383 1959
 SA0201_MARK LOGO: CGS   
 SA0201_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0201+STABILITY: SURFACE MOTION
 SA0201
 SA0201  HISTORY     - Date     Condition        Report By
 SA0201  HISTORY     - 1959     MONUMENTED       CGS
 SA0201  HISTORY     - 19900618 GOOD             USGS
 SA0201  HISTORY     - 20040222 GOOD             GEOCAC
 SA0201
 SA0201                          STATION DESCRIPTION
 SA0201
 SA0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SA0201'9.1 MI NW FROM WALLA WALLA.
 SA0201'0.55 MILE NORTH ALONG THIRTEENTH AVENUE FROM THE UNION PACIFIC
 SA0201'RAILROAD STATION AT WALLA WALLA, THENCE 2.7 MILES NORTHWEST ALONG
 SA0201'STATE HIGHWAY 3E, THENCE 5.85 MILES NORTHWEST ALONG AN ASPHALT ROAD,
 SA0201'0.05 MILE SOUTHEAST OF THE T JUNCTION OF A GRAVEL DRIVEWAY LEADING
 SA0201'SOUTHWEST TO A FARMHOUSE, AT A T FENCE JUNCTION, IN LINE WITH THE
 SA0201'FENCE WEST, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.8 FEET EAST
 SA0201'OF A FENCE, 1 1/2 FEET NORTH OF POWER POLE 68, 1.0 FOOT WEST OF A
 SA0201'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SA0201'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SA0201
 SA0201                          STATION RECOVERY (1990)
 SA0201
 SA0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 SA0201'RECOVERED IN GOOD CONDITION. NOTE--1.95 MILES NORTH ALONG STATE
 SA0201'ROUTE 125 (13TH AVENUE) FROM THE MAIN ENTRANCE OF THE
 SA0201'WASHINGTON STATE PENITENTIARY AT WALLA WALLA.
 SA0201
 SA0201                          STATION RECOVERY (2004)
 SA0201
 SA0201'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1653 ***********************************************************************
 SA1653  DESIGNATION -  F 384
 SA1653  PID         -  SA1653
 SA1653  STATE/COUNTY-  WA/GRANT
 SA1653  USGS QUAD   -  ROYAL CITY (1986)
 SA1653
 SA1653                         *CURRENT SURVEY CONTROL
 SA1653  ___________________________________________________________________
 SA1653* NAD 83(1986)-  46 58 34.     (N)    119 38 33.     (W)     SCALED    
 SA1653* NAVD 88     -       357.269  (meters)    1172.14   (feet)  ADJUSTED  
 SA1653  ___________________________________________________________________
 SA1653  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SA1653  DYNAMIC HT  -         357.292 (meters)    1172.22  (feet)  COMP
 SA1653  MODELED GRAV-     980,666.7   (mgal)                       NAVD 88
 SA1653
 SA1653  VERT ORDER  -  SECOND    CLASS 0
 SA1653
 SA1653.The horizontal coordinates were scaled from a topographic map and have
 SA1653.an estimated accuracy of +/- 6 seconds.
 SA1653
 SA1653.The orthometric height was determined by differential leveling
 SA1653.and adjusted by the National Geodetic Survey in June 1991..
 SA1653
 SA1653.The geoid height was determined by GEOID03.
 SA1653
 SA1653.The dynamic height is computed by dividing the NAVD 88
 SA1653.geopotential number by the normal gravity value computed on the
 SA1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1653.degrees latitude (g = 980.6199 gals.).
 SA1653
 SA1653.The modeled gravity was interpolated from observed gravity values.
 SA1653
 SA1653;                    North         East    Units  Estimated Accuracy
 SA1653;SPC WA S     -   182,950.      565,240.      MT  (+/- 180 meters Scaled)
 SA1653
 SA1653                          SUPERSEDED SURVEY CONTROL
 SA1653
 SA1653  NGVD 29 (??/??/92)  356.162  (m)         1168.51   (f) ADJ UNCH    2 0
 SA1653
 SA1653.Superseded values are not recommended for survey control.
 SA1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1653.See file dsdata.txt to determine how the superseded data were derived.
 SA1653
 SA1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN990058(NAD 83)
 SA1653_MARKER: DB = BENCH MARK DISK
 SA1653_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SA1653_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SA1653_STAMPING: F 384 1959
 SA1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1653
 SA1653  HISTORY     - Date     Condition        Report By
 SA1653  HISTORY     - 1959     MONUMENTED       CGS
 SA1653  HISTORY     - 1967     GOOD             NGS
 SA1653
 SA1653                          STATION DESCRIPTION
 SA1653
 SA1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SA1653'26.85 MI SW FROM MOSES LAKE.
 SA1653'THE MARK IS 5.7 MILES EAST ALONG THE MAIN GRAVELED ROAD FROM THE
 SA1653'INTERSECTON OF COUNTY ROADS L.5 SW AND 7 SW, 0.9 MILE EAST OF THE
 SA1653'BRIDGE OVER THE CONCRETE LINED IRRIGATION CANAL, 4 MILES WEST OF THE
 SA1653'INTERSECTION OF DODSON ROAD AND THE MAIN GRAVELED ROAD IN THE CENTER
 SA1653'OF THE BASE OF A LARGE POWER TRANMISSON TOWER WHICH SUPPORTS THE
 SA1653'CENTER LINES OF 3 PARALLEL TRANSMISSION LINES, NEAR THE WEST LINE OF
 SA1653'SECTION 12, TOWNSHIP 17 N, RANGE 25 E, AND ABOUT 35 YARDS SOUTH OF THE
 SA1653'CENTER OF A GRAVEL ROAD.  STANDARD DISK BRAZED TO A 3 IN. PIPE WHICH
 SA1653'PROJECTS 6 IN.  THE MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0214 ***********************************************************************
 SY0214  DESIGNATION -  F 385 RESET 1971
 SY0214  PID         -  SY0214
 SY0214  STATE/COUNTY-  WA/KING
 SY0214  USGS QUAD   -  
 SY0214
 SY0214                         *CURRENT SURVEY CONTROL
 SY0214  ___________________________________________________________________
 SY0214* NAD 83(1986)-  47 41 40.     (N)    122 02 47.     (W)     SCALED    
 SY0214* NAVD 88     -       159.96   (meters)     524.8    (feet)  RESET     
 SY0214  ___________________________________________________________________
 SY0214  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 SY0214
 SY0214  VERT ORDER  -  THIRD
 SY0214
 SY0214.The horizontal coordinates were scaled from a topographic map and have
 SY0214.an estimated accuracy of +/- 6 seconds.
 SY0214
 SY0214.The orthometric height was computed from unverified reset data.
 SY0214.No vertical observational check was made to the station.
 SY0214
 SY0214.The geoid height was determined by GEOID03.
 SY0214
 SY0214;                    North         East    Units  Estimated Accuracy
 SY0214;SPC WA N     -    77,930.      408,950.      MT  (+/- 180 meters Scaled)
 SY0214
 SY0214                          SUPERSEDED SURVEY CONTROL
 SY0214
 SY0214  NGVD 29 (??/??/??)  158.87   (m)          521.2    (f) RESET       3  
 SY0214
 SY0214.Superseded values are not recommended for survey control.
 SY0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0214.See file dsdata.txt to determine how the superseded data were derived.
 SY0214
 SY0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET715827(NAD 83)
 SY0214_MARKER: DB = BENCH MARK DISK
 SY0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0214_STAMPING: F 385 RESET 1971
 SY0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0214+STABILITY: SURFACE MOTION
 SY0214
 SY0214  HISTORY     - Date     Condition        Report By
 SY0214  HISTORY     - 1971     MONUMENTED       NGS
 SY0214  HISTORY     - 1983     GOOD             USPSQD
 SY0214  HISTORY     - 1987     GOOD             USPSQD
 SY0214  HISTORY     - 1988     GOOD             USPSQD
 SY0214
 SY0214                          STATION DESCRIPTION
 SY0214
 SY0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 SY0214'4.15 MI NE FROM REDMOND.
 SY0214'REACHED FROM THE INTERSECTION OF REDMOND WAY AND AVONDALE WAY NE, IN
 SY0214'THE SOUTHEASTERN PART OF REDMOND, BY GOING NORTHEAST ALONG AVONDALE
 SY0214'WAY 0.4 MILE TO A Y, KEEP LEFT 1.05 MILES, KEEP RIGHT ON NOVELTY HILL
 SY0214'ROAD FOR 0.4 MILE, KEEP RIGHT FOR 2.1 MILES TO A GAS PIPELINE CROSSING
 SY0214'AT THE TOP OF A GRADE AND THE MARK ON THE LEFT, 39.5 FEET NORTHWEST OF
 SY0214'THE CENTER OF NOVELTY HILL ROAD, 61 FEET SOUTHWEST OF THE CENTER OF
 SY0214'THE CLEARING FOR THE PIPELINES, 14.5 FEET WEST-SOUTHWEST OF THE MOST
 SY0214'SOUTHWESTERLY 6-INCH PIPE GUARDRAIL POST, 12.5 FEET WEST-SOUTHWEST OF
 SY0214'A 16-INCH FIR TREE, 4 FEET SOUTHWEST OF A 12-INCH FIR TREE AND 1 FOOT
 SY0214'EAST OF A METAL WITNESS POST.  THE MARK IS ON A SMALL BENCH, ABOUT 3
 SY0214'FEET LOWER THAN THE PIPELINE CLEARING AND 3 YARDS NORTHEAST OF THE
 SY0214'NORTHEAST EDGE OF A RAVINE.  DISK IS SET IN A ROUND CONCRETE POST
 SY0214'WHICH PROJECTS 1 INCH.
 SY0214
 SY0214                          STATION RECOVERY (1983)
 SY0214
 SY0214'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0214'METAL PIPE GUARDRAIL AND 6 FEET NORTH NORTHEAST OF MOST SOUTH
 SY0214'WESTERLY GUARDRAIL PAST. THE MONUMETN IS BURIED 4' DOWN JUST TO SIDE
 SY0214'AT MOTORCYCLE TRAIL BUT IS IN EXCELLENT CONDITION. AT MILE MARKER 387
 SY0214'ON PIPELINE. COVERED IT UP AGAIN.
 SY0214
 SY0214                          STATION RECOVERY (1987)
 SY0214
 SY0214'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SY0214'RECOVERED IN GOOD CONDITION.
 SY0214
 SY0214                          STATION RECOVERY (1988)
 SY0214
 SY0214'RECOVERY NOTE BY US POWER SQUADRON 1988 (EEM)
 SY0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0864 ***********************************************************************
 SX0864  DESIGNATION -  F 386
 SX0864  PID         -  SX0864
 SX0864  STATE/COUNTY-  WA/SNOHOMISH
 SX0864  USGS QUAD   -  INDEX (1989)
 SX0864
 SX0864                         *CURRENT SURVEY CONTROL
 SX0864  ___________________________________________________________________
 SX0864* NAD 83(1986)-  47 51 06.     (N)    121 30 10.     (W)     SCALED    
 SX0864* NAVD 88     -       228.203  (meters)     748.70   (feet)  ADJUSTED  
 SX0864  ___________________________________________________________________
 SX0864  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 SX0864  DYNAMIC HT  -         228.218 (meters)     748.75  (feet)  COMP
 SX0864  MODELED GRAV-     980,677.1   (mgal)                       NAVD 88
 SX0864
 SX0864  VERT ORDER  -  SECOND    CLASS 0
 SX0864
 SX0864.The horizontal coordinates were scaled from a topographic map and have
 SX0864.an estimated accuracy of +/- 6 seconds.
 SX0864
 SX0864.The orthometric height was determined by differential leveling
 SX0864.and adjusted by the National Geodetic Survey in June 1991..
 SX0864
 SX0864.The geoid height was determined by GEOID03.
 SX0864
 SX0864.The dynamic height is computed by dividing the NAVD 88
 SX0864.geopotential number by the normal gravity value computed on the
 SX0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0864.degrees latitude (g = 980.6199 gals.).
 SX0864
 SX0864.The modeled gravity was interpolated from observed gravity values.
 SX0864
 SX0864;                    North         East    Units  Estimated Accuracy
 SX0864;SPC WA N     -    94,910.      449,900.      MT  (+/- 180 meters Scaled)
 SX0864
 SX0864                          SUPERSEDED SURVEY CONTROL
 SX0864
 SX0864  NGVD 29 (??/??/92)  227.004  (m)          744.76   (f) ADJ UNCH    2 0
 SX0864
 SX0864.Superseded values are not recommended for survey control.
 SX0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0864.See file dsdata.txt to determine how the superseded data were derived.
 SX0864
 SX0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFU120008(NAD 83)
 SX0864_MARKER: DB = BENCH MARK DISK
 SX0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0864_STAMPING: F 386 1959
 SX0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0864+STABILITY: SURFACE MOTION
 SX0864
 SX0864  HISTORY     - Date     Condition        Report By
 SX0864  HISTORY     - 1959     MONUMENTED       CGS
 SX0864  HISTORY     - 1982     MARK NOT FOUND   NGS
 SX0864  HISTORY     - 1988     GOOD             USPSQD
 SX0864  HISTORY     - 20020114 GOOD             NGS
 SX0864
 SX0864                          STATION DESCRIPTION
 SX0864
 SX0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SX0864'4.05 MI NE FROM INDEX.
 SX0864'0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0864'INDEX, THENCE 3.85 MILES NORTHEAST ALONG AN ASPHALT AND GRAVEL ROAD,
 SX0864'27 FEET EAST OF THE CENTER LINE OF THE ROAD, 134 FEET SOUTH OF THE
 SX0864'EAST END OF A 24-INCH PIPE CULVERT, 1.5 FEET EAST OF A WITNESS POST,
 SX0864'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SX0864'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SX0864
 SX0864                          STATION RECOVERY (1982)
 SX0864
 SX0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0864'MARK NOT FOUND.
 SX0864
 SX0864                          STATION RECOVERY (1988)
 SX0864
 SX0864'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0864'RECOVERED IN GOOD CONDITION.
 SX0864
 SX0864                          STATION RECOVERY (2002)
 SX0864
 SX0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 SX0864'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0072 ***********************************************************************
 SX0072  DESIGNATION -  F 387
 SX0072  PID         -  SX0072
 SX0072  STATE/COUNTY-  WA/DOUGLAS
 SX0072  USGS QUAD   -  ENTIAT (1987)
 SX0072
 SX0072                         *CURRENT SURVEY CONTROL
 SX0072  ___________________________________________________________________
 SX0072* NAD 83(1986)-  47 38 58.     (N)    120 08 50.     (W)     SCALED    
 SX0072* NAVD 88     -       655.689  (meters)    2151.21   (feet)  ADJUSTED  
 SX0072  ___________________________________________________________________
 SX0072  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 SX0072  DYNAMIC HT  -         655.715 (meters)    2151.29  (feet)  COMP
 SX0072  MODELED GRAV-     980,631.4   (mgal)                       NAVD 88
 SX0072
 SX0072  VERT ORDER  -  SECOND    CLASS 0
 SX0072
 SX0072.The horizontal coordinates were scaled from a topographic map and have
 SX0072.an estimated accuracy of +/- 6 seconds.
 SX0072
 SX0072.The orthometric height was determined by differential leveling
 SX0072.and adjusted by the National Geodetic Survey in June 1991..
 SX0072
 SX0072.The geoid height was determined by GEOID03.
 SX0072
 SX0072.The dynamic height is computed by dividing the NAVD 88
 SX0072.geopotential number by the normal gravity value computed on the
 SX0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0072.degrees latitude (g = 980.6199 gals.).
 SX0072
 SX0072.The modeled gravity was interpolated from observed gravity values.
 SX0072
 SX0072;                    North         East    Units  Estimated Accuracy
 SX0072;SPC WA N     -    72,440.      551,550.      MT  (+/- 180 meters Scaled)
 SX0072
 SX0072                          SUPERSEDED SURVEY CONTROL
 SX0072
 SX0072  NGVD 29 (??/??/92)  654.511  (m)         2147.34   (f) ADJ UNCH    2 0
 SX0072
 SX0072.Superseded values are not recommended for survey control.
 SX0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0072.See file dsdata.txt to determine how the superseded data were derived.
 SX0072
 SX0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT142812(NAD 83)
 SX0072_MARKER: P = PIPE CAP
 SX0072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SX0072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SX0072_STAMPING: F 387
 SX0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0072
 SX0072  HISTORY     - Date     Condition        Report By
 SX0072  HISTORY     - UNK      MONUMENTED       WAHC
 SX0072  HISTORY     - 1959     GOOD             NGS
 SX0072  HISTORY     - 1968     MARK NOT FOUND   USGS
 SX0072
 SX0072                          STATION DESCRIPTION
 SX0072
 SX0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SX0072'5.7 MI W FROM WATERVILLE.
 SX0072'5.7 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 SX0072'WATERVILLE, 0.05 MILE SOUTH OF THE CENTER OF A HORSESHOE CURVE, 1 1/2
 SX0072'FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 162 FEET
 SX0072'SOUTH-SOUTHWEST AND ACROSS THE CENTER LINE AND A GUARDRAIL FROM
 SX0072'MILEPOST 65, 20.0 FEET SOUTH-SOUTHEAST AND ACROSS THE HIGHWAY CENTER
 SX0072'LINE FROM THE GUARDRAIL, A NAIL IN TOP OF AN IRON PIPE FILLED WITH
 SX0072'LEAD ABOUT 0.1 FOOT UNDERGROUND.  NOTE-- ACCESS HAD TO MARK THROUGH A
 SX0072'9-INCH CAST IRON PIPE WITH AN 8-INCH STEEL COVER MARKED WSDH.
 SX0072
 SX0072                          STATION RECOVERY (1968)
 SX0072
 SX0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 SX0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0862 ***********************************************************************
 SW0862  DESIGNATION -  F 388
 SW0862  PID         -  SW0862
 SW0862  STATE/COUNTY-  WA/DOUGLAS
 SW0862  USGS QUAD   -  JAMESON LAKE SW (1965)
 SW0862
 SW0862                         *CURRENT SURVEY CONTROL
 SW0862  ___________________________________________________________________
 SW0862* NAD 83(1986)-  47 36 45.     (N)    119 43 35.     (W)     SCALED    
 SW0862* NAVD 88     -       765.607  (meters)    2511.83   (feet)  ADJUSTED  
 SW0862  ___________________________________________________________________
 SW0862  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 SW0862  DYNAMIC HT  -         765.633 (meters)    2511.91  (feet)  COMP
 SW0862  MODELED GRAV-     980,620.4   (mgal)                       NAVD 88
 SW0862
 SW0862  VERT ORDER  -  SECOND    CLASS 0
 SW0862
 SW0862.The horizontal coordinates were scaled from a topographic map and have
 SW0862.an estimated accuracy of +/- 6 seconds.
 SW0862
 SW0862.The orthometric height was determined by differential leveling
 SW0862.and adjusted by the National Geodetic Survey in June 1991..
 SW0862
 SW0862.The geoid height was determined by GEOID03.
 SW0862
 SW0862.The dynamic height is computed by dividing the NAVD 88
 SW0862.geopotential number by the normal gravity value computed on the
 SW0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0862.degrees latitude (g = 980.6199 gals.).
 SW0862
 SW0862.The modeled gravity was interpolated from observed gravity values.
 SW0862
 SW0862;                    North         East    Units  Estimated Accuracy
 SW0862;SPC WA N     -    68,700.      583,220.      MT  (+/- 180 meters Scaled)
 SW0862
 SW0862                          SUPERSEDED SURVEY CONTROL
 SW0862
 SW0862  NGVD 29 (??/??/92)  764.424  (m)         2507.95   (f) ADJ UNCH    2 0
 SW0862
 SW0862.Superseded values are not recommended for survey control.
 SW0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0862.See file dsdata.txt to determine how the superseded data were derived.
 SW0862
 SW0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN951768(NAD 83)
 SW0862_MARKER: DB = BENCH MARK DISK
 SW0862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SW0862_SP_SET: CULVERT
 SW0862_STAMPING: F 388 1959
 SW0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0862
 SW0862  HISTORY     - Date     Condition        Report By
 SW0862  HISTORY     - 1959     MONUMENTED       CGS
 SW0862  HISTORY     - 1981     GOOD             NGS
 SW0862
 SW0862                          STATION DESCRIPTION
 SW0862
 SW0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SW0862'4.15 MI E FROM FARMER.
 SW0862'4.15 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AND STORE AT
 SW0862'FARMER, 0.45 MILE EAST OF MILEPOST 88, 33 FEET SOUTHEAST OF THE CENTER
 SW0862'OF THE OFF-SET INTERSECTION OF A NORTH-SOUTH TRACK ROAD, IN TOP OF THE
 SW0862'CENTER OF THE EAST CONCRETE HEAD WALL OF A 12-INCH PIPE CULVERT, 29
 SW0862'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET EAST OF THE
 SW0862'CENTER LINE OF THE TRACK ROAD SOUTH, AND ABOUT 1 FOOT LOWER THAN THE
 SW0862'HIGHWAY.
 SW0862
 SW0862                          STATION RECOVERY (1981)
 SW0862
 SW0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0862'12.6 MILES EAST ALONG US HIGHWAY 2 FROM THE RAILROAD CROSSING IN
 SW0862'DOUGLAS TO A CROSSROAD. THENCE NORTH ALONG N-5 DIVISON FOR 0.2 MILE
 SW0862'TO A SIDE ROAD RIGHT THENCE EAST ON W BASELINE ROAD FOR 0.9 MILE TO A
 SW0862'SIDE ROAD LEFT, A-NE, THENCE EAST ALONG THE OLD ALIGNMENTT OF US
 SW0862'HIGHWAY 2 FOR 0.1 TO A SIDE ROAD SOUTH AND THE MARK IN THE SOUTH EAST
 SW0862'ANGLE OF THE INTERSECTION SET IN A DRILL HOLE IN THE HEAD WALL FOR A
 SW0862'12 INCH CULVERT 9.14 METER SOUTH OF THE CENTER OF THE ROAD, 4.27
 SW0862'METER EAST OF THE CENTER OF THE ROAD SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0076 ***********************************************************************
 TQ0076  DESIGNATION -  F 389
 TQ0076  PID         -  TQ0076
 TQ0076  STATE/COUNTY-  WA/OKANOGAN
 TQ0076  USGS QUAD   -  TWISP EAST (1969)
 TQ0076
 TQ0076                         *CURRENT SURVEY CONTROL
 TQ0076  ___________________________________________________________________
 TQ0076* NAD 83(1986)-  48 17 46.     (N)    120 03 44.     (W)     SCALED    
 TQ0076* NAVD 88     -       460.247  (meters)    1509.99   (feet)  ADJUSTED  
 TQ0076  ___________________________________________________________________
 TQ0076  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TQ0076  DYNAMIC HT  -         460.303 (meters)    1510.18  (feet)  COMP
 TQ0076  MODELED GRAV-     980,720.3   (mgal)                       NAVD 88
 TQ0076
 TQ0076  VERT ORDER  -  SECOND    CLASS 0
 TQ0076
 TQ0076.The horizontal coordinates were scaled from a topographic map and have
 TQ0076.an estimated accuracy of +/- 6 seconds.
 TQ0076
 TQ0076.The orthometric height was determined by differential leveling
 TQ0076.and adjusted by the National Geodetic Survey in June 1991..
 TQ0076
 TQ0076.The geoid height was determined by GEOID03.
 TQ0076
 TQ0076.The dynamic height is computed by dividing the NAVD 88
 TQ0076.geopotential number by the normal gravity value computed on the
 TQ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0076.degrees latitude (g = 980.6199 gals.).
 TQ0076
 TQ0076.The modeled gravity was interpolated from observed gravity values.
 TQ0076
 TQ0076;                    North         East    Units  Estimated Accuracy
 TQ0076;SPC WA N     -   144,390.      557,210.      MT  (+/- 180 meters Scaled)
 TQ0076
 TQ0076                          SUPERSEDED SURVEY CONTROL
 TQ0076
 TQ0076  NGVD 29 (??/??/92)  459.016  (m)         1505.95   (f) ADJ UNCH    2 0
 TQ0076
 TQ0076.Superseded values are not recommended for survey control.
 TQ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0076.See file dsdata.txt to determine how the superseded data were derived.
 TQ0076
 TQ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU178533(NAD 83)
 TQ0076_MARKER: DB = BENCH MARK DISK
 TQ0076_SETTING: 80 = SET IN A BOULDER
 TQ0076_SP_SET: BOULDER
 TQ0076_STAMPING: F 389 1959
 TQ0076_MARK LOGO: CGS   
 TQ0076_MAGNETIC: N = NO MAGNETIC MATERIAL
 TQ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0076+STABILITY: SURFACE MOTION
 TQ0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TQ0076+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 TQ0076
 TQ0076  HISTORY     - Date     Condition        Report By
 TQ0076  HISTORY     - 1959     MONUMENTED       CGS
 TQ0076  HISTORY     - 1982     GOOD             NGS
 TQ0076  HISTORY     - 19920827 GOOD             NGS
 TQ0076
 TQ0076                          STATION DESCRIPTION
 TQ0076
 TQ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TQ0076'4.25 MI NE FROM CARLTON.
 TQ0076'4.25 MILES NORTHEAST ALONG STATE HIGHWAY 153 FROM THE POST OFFICE AND
 TQ0076'STORE AT CARLTON, NEAR THE CROSSING OF A TELEPHONE LINE, IN TOP OF A
 TQ0076'5-BY 7-FOOT EMBEDDED BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 TQ0076'GROUND ON THE WEST SIDE, 142 FEET NORTHEAST OF THE CENTER OF THE
 TQ0076'JUNCTION OF A DRIVEWAY LEADING NORTHWEST TO A HOUSE, 129 FEET
 TQ0076'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING
 TQ0076'NORTHEAST TO A HOUSE, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE
 TQ0076'HIGHWAY, 62 FEET NORTHEAST OF TELEPHONE POLE 821, 7.5 FEET SOUTHEAST
 TQ0076'OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 TQ0076
 TQ0076                          STATION RECOVERY (1982)
 TQ0076
 TQ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TQ0076'RECOVERED IN GOOD CONDITION. NOTE--HIGHWAY 16 IS NOW HIGHWAY 153.
 TQ0076'THE MARK IS 2.1 METERS  SE FROM A WITNESS POST.
 TQ0076'THE MARK IS 0.9 M ABOVE THE HIGHWAY CENTERLINE.
 TQ0076
 TQ0076                          STATION RECOVERY (1992)
 TQ0076
 TQ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TQ0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0589 ***********************************************************************
 TP0589  DESIGNATION -  F 390
 TP0589  PID         -  TP0589
 TP0589  STATE/COUNTY-  WA/OKANOGAN
 TP0589  USGS QUAD   -  PATEROS (1992)
 TP0589
 TP0589                         *CURRENT SURVEY CONTROL
 TP0589  ___________________________________________________________________
 TP0589* NAD 83(1986)-  48 03 12.     (N)    119 56 12.     (W)     SCALED    
 TP0589* NAVD 88     -       267.638  (meters)     878.08   (feet)  ADJUSTED  
 TP0589  ___________________________________________________________________
 TP0589  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 TP0589  DYNAMIC HT  -         267.675 (meters)     878.20  (feet)  COMP
 TP0589  MODELED GRAV-     980,742.2   (mgal)                       NAVD 88
 TP0589
 TP0589  VERT ORDER  -  FIRST     CLASS II
 TP0589
 TP0589.The horizontal coordinates were scaled from a topographic map and have
 TP0589.an estimated accuracy of +/- 6 seconds.
 TP0589
 TP0589.The orthometric height was determined by differential leveling
 TP0589.and adjusted by the National Geodetic Survey in June 1991..
 TP0589
 TP0589.The geoid height was determined by GEOID03.
 TP0589
 TP0589.The dynamic height is computed by dividing the NAVD 88
 TP0589.geopotential number by the normal gravity value computed on the
 TP0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0589.degrees latitude (g = 980.6199 gals.).
 TP0589
 TP0589.The modeled gravity was interpolated from observed gravity values.
 TP0589
 TP0589;                    North         East    Units  Estimated Accuracy
 TP0589;SPC WA N     -   117,500.      566,840.      MT  (+/- 180 meters Scaled)
 TP0589
 TP0589                          SUPERSEDED SURVEY CONTROL
 TP0589
 TP0589  NGVD 29 (??/??/92)  266.405  (m)          874.03   (f) ADJ UNCH    1 2
 TP0589
 TP0589.Superseded values are not recommended for survey control.
 TP0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0589.See file dsdata.txt to determine how the superseded data were derived.
 TP0589
 TP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP811264(NAD 83)
 TP0589_MARKER: DB = BENCH MARK DISK
 TP0589_SETTING: 66 = SET IN ROCK OUTCROP
 TP0589_SP_SET: ROCK OUTCROP
 TP0589_STAMPING: F 390 1959
 TP0589_MARK LOGO: CGS   
 TP0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0589+STABILITY: POSITION/ELEVATION WELL
 TP0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP0589+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 TP0589
 TP0589  HISTORY     - Date     Condition        Report By
 TP0589  HISTORY     - 1959     MONUMENTED       CGS
 TP0589  HISTORY     - 1982     GOOD             NGS
 TP0589  HISTORY     - 19920827 GOOD             NGS
 TP0589
 TP0589                          STATION DESCRIPTION
 TP0589
 TP0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0589'1.9 MI W FROM PATEROS.
 TP0589'1.9 MILES WEST ALONG STATE HIGHWAY 153 FROM THE JUNCTION OF U.S.
 TP0589'HIGHWAY 97 AT PATEROS, 0.2 MILE WEST OF THE JUNCTION OF AN ASPHALT
 TP0589'ROAD LEADING TO ALTA LAKE STATE PARK, AT A CUT, IN TOP OF A GRANITE
 TP0589'OUTCROP WHICH PROJECTS ABOUT 6 1/2 FEET ABOVE THE GROUND, 33 FEET
 TP0589'NORTH OF THE CENTER LINE OF THE HIGHWAY, 126 FEET WEST OF THE T
 TP0589'JUNCTION OF A DRIVEWAY LEADING NORTH TO A HOUSE, 0.3 FOOT NORTH OF THE
 TP0589'SOUTH EDGE OF A SHEER GRANITE LEDGE, 13.0 FEET EAST OF A WITNESS POST,
 TP0589'AND ABOUT 7 FEET HIGHER THAN THE HIGHWAY.
 TP0589
 TP0589                          STATION RECOVERY (1982)
 TP0589
 TP0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TP0589'10.9 KM (6.8 MI) SOUTHWEST ALONG US HIGHWAY 97 FROM THE JUNCTION OF
 TP0589'STATE HIGHWAY 173 IN BREWSTER, THENCE 2.9 KM (1.8 MI) WEST ALONG STATE
 TP0589'HIGHWAY 153, IN TOP OF A FLAT LEDGE OF GRANITE OUTCROP, ON TOP OF A
 TP0589'SMALL HIGHWAY CUT, 0.3 KM (0.2 MI) WEST OF THE T JUNCTION OF A PAVED
 TP0589'ROAD LEADING SOUTH TO ALTA LAKE, 0.25 KM (0.15 MI) EAST OF MILEPOST 2,
 TP0589'10 METERS (33 FT) MORTH OF THE CENTERLINE OF THE HIGHWAY, 38.4 METERS
 TP0589'(126 FT) WEST OF THE CENTERLINE OF A PRIVATE DRIVE LEADING NORTH TO A
 TP0589'HOUSE, 15.4 METERS (50.5 FT) EAST OF THE EAST END OF A LONG STEEL
 TP0589'GUARD RAIL, 0.3 METER (1 FT) NORTH OF THE SOUTH EDGE OF THE LEDGE.
 TP0589'THE MARK IS 4.0 METERS  E FROM A WITNESS POST.
 TP0589'THE MARK IS 2 M ABOVE THE HIGHWAY.
 TP0589
 TP0589                          STATION RECOVERY (1992)
 TP0589
 TP0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TP0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0720 ***********************************************************************
 TP0720  DESIGNATION -  F 391
 TP0720  PID         -  TP0720
 TP0720  STATE/COUNTY-  WA/OKANOGAN
 TP0720  USGS QUAD   -  OLD BALDY (1989)
 TP0720
 TP0720                         *CURRENT SURVEY CONTROL
 TP0720  ___________________________________________________________________
 TP0720* NAD 83(1986)-  48 37 10.     (N)    119 59 35.     (W)     SCALED    
 TP0720* NAVD 88     -      1508.900  (meters)    4950.45   (feet)  ADJUSTED  
 TP0720  ___________________________________________________________________
 TP0720  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 TP0720  DYNAMIC HT  -        1508.840 (meters)    4950.25  (feet)  COMP
 TP0720  MODELED GRAV-     980,517.0   (mgal)                       NAVD 88
 TP0720
 TP0720  VERT ORDER  -  SECOND    CLASS 0
 TP0720
 TP0720.The horizontal coordinates were scaled from a topographic map and have
 TP0720.an estimated accuracy of +/- 6 seconds.
 TP0720
 TP0720.The orthometric height was determined by differential leveling
 TP0720.and adjusted by the National Geodetic Survey in June 1991..
 TP0720
 TP0720.The geoid height was determined by GEOID03.
 TP0720
 TP0720.The dynamic height is computed by dividing the NAVD 88
 TP0720.geopotential number by the normal gravity value computed on the
 TP0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0720.degrees latitude (g = 980.6199 gals.).
 TP0720
 TP0720.The modeled gravity was interpolated from observed gravity values.
 TP0720
 TP0720;                    North         East    Units  Estimated Accuracy
 TP0720;SPC WA N     -   180,400.      561,950.      MT  (+/- 180 meters Scaled)
 TP0720
 TP0720                          SUPERSEDED SURVEY CONTROL
 TP0720
 TP0720  NGVD 29 (??/??/92) 1507.501  (m)         4945.86   (f) ADJ UNCH    2 0
 TP0720
 TP0720.Superseded values are not recommended for survey control.
 TP0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0720.See file dsdata.txt to determine how the superseded data were derived.
 TP0720
 TP0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP794894(NAD 83)
 TP0720_MARKER: DB = BENCH MARK DISK
 TP0720_SETTING: 80 = SET IN A BOULDER
 TP0720_STAMPING: F 391 4946 1959
 TP0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0720+STABILITY: SURFACE MOTION
 TP0720
 TP0720  HISTORY     - Date     Condition        Report By
 TP0720  HISTORY     - 1959     MONUMENTED       CGS
 TP0720  HISTORY     - 1966     GOOD             NGS
 TP0720
 TP0720                          STATION DESCRIPTION
 TP0720
 TP0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TP0720'18.7 MI NE FROM WINTHROP.
 TP0720'THE DISK IS SET IN A 6 X 8 FOOT BOULDER WHICH PROJECTS ABOUT 4 FEET ON
 TP0720'THE SOUTHEAST SIDE.  IT IS 18 FEET WEST OF THE CENTER OF THE OLD ROAD
 TP0720'AND 4 1/2 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.  THE
 TP0720'CENTERLINE OF THE NEW ROAD WILL BE ABOUT 70 FEET SOUTHEAST OF THE
 TP0720'MARK.  NOTE-- SURVEY FOR NEW ROAD SHOWS THE MARK TO BE 4145 FEET FROM
 TP0720'E 391.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0237 ***********************************************************************
 TQ0237  DESIGNATION -  F 392
 TQ0237  PID         -  TQ0237
 TQ0237  STATE/COUNTY-  WA/SNOHOMISH
 TQ0237  USGS QUAD   -  BEDAL (1982)
 TQ0237
 TQ0237                         *CURRENT SURVEY CONTROL
 TQ0237  ___________________________________________________________________
 TQ0237* NAD 83(1986)-  48 00 10.     (N)    121 26 17.     (W)     SCALED    
 TQ0237* NAVD 88     -       716.434  (meters)    2350.50   (feet)  ADJUSTED  
 TQ0237  ___________________________________________________________________
 TQ0237  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 TQ0237  DYNAMIC HT  -         716.461 (meters)    2350.59  (feet)  COMP
 TQ0237  MODELED GRAV-     980,626.3   (mgal)                       NAVD 88
 TQ0237
 TQ0237  VERT ORDER  -  SECOND    CLASS 0
 TQ0237
 TQ0237.The horizontal coordinates were scaled from a topographic map and have
 TQ0237.an estimated accuracy of +/- 6 seconds.
 TQ0237
 TQ0237.The orthometric height was determined by differential leveling
 TQ0237.and adjusted by the National Geodetic Survey in June 1991..
 TQ0237
 TQ0237.The geoid height was determined by GEOID03.
 TQ0237
 TQ0237.The dynamic height is computed by dividing the NAVD 88
 TQ0237.geopotential number by the normal gravity value computed on the
 TQ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0237.degrees latitude (g = 980.6199 gals.).
 TQ0237
 TQ0237.The modeled gravity was interpolated from observed gravity values.
 TQ0237
 TQ0237;                    North         East    Units  Estimated Accuracy
 TQ0237;SPC WA N     -   111,670.      454,880.      MT  (+/- 180 meters Scaled)
 TQ0237
 TQ0237                          SUPERSEDED SURVEY CONTROL
 TQ0237
 TQ0237  NGVD 29 (??/??/92)  715.200  (m)         2346.45   (f) ADJ UNCH    2 0
 TQ0237
 TQ0237.Superseded values are not recommended for survey control.
 TQ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0237.See file dsdata.txt to determine how the superseded data were derived.
 TQ0237
 TQ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU165177(NAD 83)
 TQ0237_MARKER: DB = BENCH MARK DISK
 TQ0237_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TQ0237_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TQ0237_STAMPING: F 392 1959
 TQ0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0237
 TQ0237  HISTORY     - Date     Condition        Report By
 TQ0237  HISTORY     - 1959     MONUMENTED       CGS
 TQ0237  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 TQ0237
 TQ0237                          STATION DESCRIPTION
 TQ0237
 TQ0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TQ0237'1.7 MI S FROM BARLOW PASS G. S..
 TQ0237'1.7 MILES SOUTH ALONG FOREST SERVICE ROAD F H 7 FROM BARLOW PASS GUARD
 TQ0237'STATION, 2.5 MILES NORTHWEST OF MONTE CRISTO, ON THE OUTSIDE OF A
 TQ0237'CURVE, SOUTHWEST AND ACROSS THE ROAD FROM A SMALL GRAVEL PIT, 49 FEET
 TQ0237'NORTHWEST OF THE CENTER OF THE T JUNCTION OF WEDEN CREEK TRAIL LEADING
 TQ0237'SOUTHWEST ACROSS WEDEN CREEK, 25 FEET SOUTHWEST OF THE CENTER LINE OF
 TQ0237'THE ROAD, 19 1/2 FEET NORTH OF AN 8-INCH FIR TREE SUPPORTING SIGN
 TQ0237'WEDEN CREEK TRAIL, 2.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL
 TQ0237'WITH THE ROAD, AND WELDED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 TQ0237'0.4 FOOT ABOVE THE GROUND.
 TQ0237
 TQ0237                          STATION RECOVERY (1999)
 TQ0237
 TQ0237'RECOVERY NOTE BY US POWER SQUADRON 1999
 TQ0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1413 ***********************************************************************
 RZ1413  DESIGNATION -  F 393
 RZ1413  PID         -  RZ1413
 RZ1413  STATE/COUNTY-  WA/WHITMAN
 RZ1413  USGS QUAD   -  CLARKSTON (1971)
 RZ1413
 RZ1413                         *CURRENT SURVEY CONTROL
 RZ1413  ___________________________________________________________________
 RZ1413* NAD 83(1986)-  46 28 09.     (N)    117 01 45.     (W)     SCALED    
 RZ1413* NAVD 88     -       835.973  (meters)    2742.69   (feet)  ADJUSTED  
 RZ1413  ___________________________________________________________________
 RZ1413  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 RZ1413  DYNAMIC HT  -         835.913 (meters)    2742.49  (feet)  COMP
 RZ1413  MODELED GRAV-     980,513.8   (mgal)                       NAVD 88
 RZ1413
 RZ1413  VERT ORDER  -  FIRST     CLASS II
 RZ1413
 RZ1413.The horizontal coordinates were scaled from a topographic map and have
 RZ1413.an estimated accuracy of +/- 6 seconds.
 RZ1413
 RZ1413.The orthometric height was determined by differential leveling
 RZ1413.and adjusted by the National Geodetic Survey in June 1991..
 RZ1413
 RZ1413.The geoid height was determined by GEOID03.
 RZ1413
 RZ1413.The dynamic height is computed by dividing the NAVD 88
 RZ1413.geopotential number by the normal gravity value computed on the
 RZ1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1413.degrees latitude (g = 980.6199 gals.).
 RZ1413
 RZ1413.The modeled gravity was interpolated from observed gravity values.
 RZ1413
 RZ1413;                    North         East    Units  Estimated Accuracy
 RZ1413;SPC WA S     -   132,110.      766,470.      MT  (+/- 180 meters Scaled)
 RZ1413
 RZ1413                          SUPERSEDED SURVEY CONTROL
 RZ1413
 RZ1413.No superseded survey control is available for this station.
 RZ1413
 RZ1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM977461(NAD 83)
 RZ1413_MARKER: I = METAL ROD
 RZ1413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1413_SP_SET: STAINLESS STEEL ROD
 RZ1413_STAMPING: F 393 1980
 RZ1413_MARK LOGO: NGS   
 RZ1413_PROJECTION: FLUSH
 RZ1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1413_ROD/PIPE-DEPTH: 5.8  meters
 RZ1413
 RZ1413  HISTORY     - Date     Condition        Report By
 RZ1413  HISTORY     - 1980     MONUMENTED       NGS
 RZ1413
 RZ1413                          STATION DESCRIPTION
 RZ1413
 RZ1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1413'14.5 KM (9.05 MI) NORTH FROM LEWISTON.
 RZ1413'14.5 KILOMETERS (9.05 MILES) NORTH ALONG THE OLD AND NEW PORTIONS OF
 RZ1413'U.S. HIGHWAY 95 FROM THE JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON,
 RZ1413'0.9 KILOMETER (0.55 MILE) NORTHWEST OF THE JUNCTION OF OLD AND NEW
 RZ1413'U.S. HIGHWAY 95 AND NEW HIGHWAY 95 MILEPOST 318, 0.9 KILOMETER (0.55
 RZ1413'MILE) SOUTHEAST OF THE SOUTHEAST END OF A BRIDGE ON NEW HIGHWAY 95,
 RZ1413'SET BETWEEN TWO TREES THAT ARE BETWEEN THE NORTH-BOUND LANES  OF
 RZ1413'HIGHWAY 95 AND A PAVED ROAD LEADING NORTHWEST TO U.S. HIGHWAY 195,
 RZ1413'39.0 METERS (128 FEET) NORTHEAST OF THE CENTERLINE OF THE NORTH-BOUND
 RZ1413'LANES OF THE HIGHWAY, 18.3 METERS (60.0 FEET) SOUTHWEST OF THE FIRST
 RZ1413'POWER LINE POLE NORTHWEST OF A RADIO TOWER FACILITY, 9.3 METERS
 RZ1413'(30.5 FEET) SOUTHWEST OF THE CENTERLINE OF THE NORTHEAST FRONTAGE
 RZ1413'ROAD, 3.4 METERS (11.0 FEET) NORTHWEST OF THE SOUTHEAST TREE
 RZ1413'(60-CENTIMETER, 24-INCH DIAMETER).
 RZ1413'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 RZ1413'THE MARK IS 3.0 M ABOVE THE NORTH-BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0696 ***********************************************************************
 TP0696  DESIGNATION -  F 393
 TP0696  PID         -  TP0696
 TP0696  STATE/COUNTY-  WA/OKANOGAN
 TP0696  USGS QUAD   -  CORRAL BUTTE (1981)
 TP0696
 TP0696                         *CURRENT SURVEY CONTROL
 TP0696  ___________________________________________________________________
 TP0696* NAD 83(1986)-  48 45 40.     (N)    119 56 01.     (W)     SCALED    
 TP0696* NAVD 88     -      1997.242  (meters)    6552.62   (feet)  ADJUSTED  
 TP0696  ___________________________________________________________________
 TP0696  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 TP0696  DYNAMIC HT  -        1997.005 (meters)    6551.84  (feet)  COMP
 TP0696  MODELED GRAV-     980,419.0   (mgal)                       NAVD 88
 TP0696
 TP0696  VERT ORDER  -  SECOND    CLASS 0
 TP0696
 TP0696.The horizontal coordinates were scaled from a topographic map and have
 TP0696.an estimated accuracy of +/- 6 seconds.
 TP0696
 TP0696.The orthometric height was determined by differential leveling
 TP0696.and adjusted by the National Geodetic Survey in June 1991..
 TP0696
 TP0696.The geoid height was determined by GEOID03.
 TP0696
 TP0696.The dynamic height is computed by dividing the NAVD 88
 TP0696.geopotential number by the normal gravity value computed on the
 TP0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0696.degrees latitude (g = 980.6199 gals.).
 TP0696
 TP0696.The modeled gravity was interpolated from observed gravity values.
 TP0696
 TP0696;                    North         East    Units  Estimated Accuracy
 TP0696;SPC WA N     -   196,200.      566,150.      MT  (+/- 180 meters Scaled)
 TP0696
 TP0696                          SUPERSEDED SURVEY CONTROL
 TP0696
 TP0696  NGVD 29 (??/??/92) 1995.686  (m)         6547.51   (f) ADJ UNCH    2 0
 TP0696
 TP0696.Superseded values are not recommended for survey control.
 TP0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0696.See file dsdata.txt to determine how the superseded data were derived.
 TP0696
 TP0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKQ844050(NAD 83)
 TP0696_MARKER: DB = BENCH MARK DISK
 TP0696_SETTING: 80 = SET IN A BOULDER
 TP0696_STAMPING: F 393 1959
 TP0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0696+STABILITY: SURFACE MOTION
 TP0696
 TP0696  HISTORY     - Date     Condition        Report By
 TP0696  HISTORY     - 1959     MONUMENTED       CGS
 TP0696  HISTORY     - 1976     GOOD             USGS
 TP0696
 TP0696                          STATION DESCRIPTION
 TP0696
 TP0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0696'35.45 MI SW FROM LOOMIS.
 TP0696'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0696'LOOMIS, THENCE 33.3 MILES WEST AND SOUTH ALONG A GRAVEL ROAD, IN TOP
 TP0696'OF A 1 1/2-BY 5-FOOT EMBEDDED GRANITE BOULDER WHICH PROJECTS ABOUT 2
 TP0696'1/2 FEET ABOVE THE GROUND, 30 FEET NORTH-NORTHEAST OF THE CENTER LINE
 TP0696'OF THE ROAD, 6.4 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 11 FEET
 TP0696'HIGHER THAN THE ROAD.
 TP0696
 TP0696                          STATION RECOVERY (1976)
 TP0696
 TP0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TP0696'2.15 MI N. ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT LOOMIS,
 TP0696'THENCE 21.2 MI W. ALONG AN ASPHALT ROAD, THENCE 12.1 MI S. ALONG A
 TP0696'GRAVEL ROAD, IN TOP OF A 1 1/2 BY 5 FT EMBEDDED GRAINTE BOULDER WHICH
 TP0696'PROJECTS ABOUT 2 1/2 FT ABOVE THE GROUND, 30 FT NNE. OF THE
 TP0696'CENTERLINE OF THE ROAD., 6.4 FT SE. OF A WITNESS POST, AND ABOUT 13
 TP0696'FT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0643 ***********************************************************************
 TP0643  DESIGNATION -  F 394
 TP0643  PID         -  TP0643
 TP0643  STATE/COUNTY-  WA/OKANOGAN
 TP0643  USGS QUAD   -  LOOMIS (1982)
 TP0643
 TP0643                         *CURRENT SURVEY CONTROL
 TP0643  ___________________________________________________________________
 TP0643* NAD 83(1986)-  48 51 17.     (N)    119 39 26.     (W)     SCALED    
 TP0643* NAVD 88     -       378.456  (meters)    1241.65   (feet)  ADJUSTED  
 TP0643  ___________________________________________________________________
 TP0643  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 TP0643  DYNAMIC HT  -         378.515 (meters)    1241.84  (feet)  COMP
 TP0643  MODELED GRAV-     980,755.5   (mgal)                       NAVD 88
 TP0643
 TP0643  VERT ORDER  -  SECOND    CLASS 0
 TP0643
 TP0643.The horizontal coordinates were scaled from a topographic map and have
 TP0643.an estimated accuracy of +/- 6 seconds.
 TP0643
 TP0643.The orthometric height was determined by differential leveling
 TP0643.and adjusted by the National Geodetic Survey in June 1991..
 TP0643
 TP0643.The geoid height was determined by GEOID03.
 TP0643
 TP0643.The dynamic height is computed by dividing the NAVD 88
 TP0643.geopotential number by the normal gravity value computed on the
 TP0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0643.degrees latitude (g = 980.6199 gals.).
 TP0643
 TP0643.The modeled gravity was interpolated from observed gravity values.
 TP0643
 TP0643;                    North         East    Units  Estimated Accuracy
 TP0643;SPC WA N     -   206,880.      586,310.      MT  (+/- 180 meters Scaled)
 TP0643
 TP0643                          SUPERSEDED SURVEY CONTROL
 TP0643
 TP0643  NGVD 29 (??/??/92)  377.142  (m)         1237.34   (f) ADJ UNCH    2 0
 TP0643
 TP0643.Superseded values are not recommended for survey control.
 TP0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0643.See file dsdata.txt to determine how the superseded data were derived.
 TP0643
 TP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ050147(NAD 83)
 TP0643_MARKER: DB = BENCH MARK DISK
 TP0643_SETTING: 66 = SET IN ROCK OUTCROP
 TP0643_SP_SET: GRANITE OUTCROP
 TP0643_STAMPING: F 394 1959
 TP0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0643+STABILITY: POSITION/ELEVATION WELL
 TP0643
 TP0643  HISTORY     - Date     Condition        Report By
 TP0643  HISTORY     - 1959     MONUMENTED       CGS
 TP0643
 TP0643                          STATION DESCRIPTION
 TP0643
 TP0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0643'2.85 MI N FROM LOOMIS.
 TP0643'2.15 MILES NORTH ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0643'LOOMIS, THENCE 0.7 MILE WEST ALONG A GRAVEL ROAD, AT THE CROSSING OF A
 TP0643'POWER LINE, ON THE OUTSIDE OF A CURVE, 68 FEET NORTH OF THE CENTER OF
 TP0643'THE Y JUNCTION OF A GRAVEL ROAD WEST, IN TOP OF A 5-BY 12-FOOT GRANITE
 TP0643'OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 45 FEET NORTH OF
 TP0643'THE CENTER LINE OF THE MAIN ROAD, 175 FEET WEST-NORTHWEST OF A POWER
 TP0643'POLE WITH A TRANSFORMER, 20 1/2 FEET NORTH-NORTHEAST OF THE CENTER
 TP0643'LINE OF THE ROAD WEST, 33 FEET SOUTH OF THE EAST END OF A GATE, AND
 TP0643'ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0722 ***********************************************************************
 TP0722  CBN         -  This is a Cooperative Base Network Control Station.
 TP0722  DESIGNATION -  F 395
 TP0722  PID         -  TP0722
 TP0722  STATE/COUNTY-  WA/OKANOGAN
 TP0722  USGS QUAD   -  CONCONULLY EAST (1981)
 TP0722
 TP0722                         *CURRENT SURVEY CONTROL
 TP0722  ___________________________________________________________________
 TP0722* NAD 83(1998)-  48 32 38.98065(N)    119 44 24.30004(W)     ADJUSTED  
 TP0722* NAVD 88     -       723.317  (meters)    2373.08   (feet)  ADJUSTED  
 TP0722  ___________________________________________________________________
 TP0722  X           -  -2,098,869.483 (meters)                     COMP
 TP0722  Y           -  -3,673,735.723 (meters)                     COMP
 TP0722  Z           -   4,757,678.833 (meters)                     COMP
 TP0722  LAPLACE CORR-          -9.87  (seconds)                    DEFLEC99
 TP0722  ELLIP HEIGHT-         705.38  (meters)          (07/03/01) GPS OBS
 TP0722  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 TP0722  DYNAMIC HT  -         723.377 (meters)    2373.28  (feet)  COMP
 TP0722  MODELED GRAV-     980,671.5   (mgal)                       NAVD 88
 TP0722
 TP0722  HORZ ORDER  -  B
 TP0722  VERT ORDER  -  SECOND    CLASS 0
 TP0722  ELLP ORDER  -  FIFTH     CLASS I
 TP0722
 TP0722.The horizontal coordinates were established by GPS observations
 TP0722.and adjusted by the National Geodetic Survey in July 2001..
 TP0722.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TP0722.DATUM ITEM on the data sheet items page.
 TP0722
 TP0722.The orthometric height was determined by differential leveling
 TP0722.and adjusted by the National Geodetic Survey in June 1991..
 TP0722
 TP0722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TP0722
 TP0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0722
 TP0722.The ellipsoidal height was determined by GPS observations
 TP0722.and is referenced to NAD 83.
 TP0722
 TP0722.The geoid height was determined by GEOID03.
 TP0722
 TP0722.The dynamic height is computed by dividing the NAVD 88
 TP0722.geopotential number by the normal gravity value computed on the
 TP0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0722.degrees latitude (g = 980.6199 gals.).
 TP0722
 TP0722.The modeled gravity was interpolated from observed gravity values.
 TP0722
 TP0722;                    North         East     Units Scale Factor Converg.
 TP0722;SPC WA N     -   172,260.624   580,717.371   MT  0.99996992   +0 48 50.2
 TP0722;SPC WA N     -   565,158.40  1,905,236.91   sFT  0.99996992   +0 48 50.2
 TP0722;UTM  11      - 5,380,409.838   297,770.296   MT  1.00010249   -2 03 15.5
 TP0722
 TP0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0722!SPC WA N     -   0.99988946  x   0.99996992  =   0.99985939
 TP0722!UTM  11      -   0.99988946  x   1.00010249  =   0.99999194
 TP0722
 TP0722                          SUPERSEDED SURVEY CONTROL
 TP0722
 TP0722  NAD 83(1991)-  48 32 38.97919(N)    119 44 24.30096(W) AD(       ) B
 TP0722  ELLIP H (05/29/91)  705.51   (m)                       GP(       ) 4 1
 TP0722  NGVD 29 (??/??/92)  721.984  (m)         2368.71   (f) ADJ UNCH    2 0
 TP0722
 TP0722.Superseded values are not recommended for survey control.
 TP0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0722.See file dsdata.txt to determine how the superseded data were derived.
 TP0722
 TP0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP9777080410(NAD 83)
 TP0722_MARKER: DB = BENCH MARK DISK
 TP0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0722_SP_SET: CONCRETE POST
 TP0722_STAMPING: F 395 1959
 TP0722_MARK LOGO: CGS   
 TP0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0722+STABILITY: SURFACE MOTION
 TP0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP0722+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2004
 TP0722
 TP0722  HISTORY     - Date     Condition        Report By
 TP0722  HISTORY     - 1959     MONUMENTED       CGS
 TP0722  HISTORY     - 19900320 GOOD             NGS
 TP0722  HISTORY     - 20040907 GOOD             BOR
 TP0722
 TP0722                          STATION DESCRIPTION
 TP0722
 TP0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TP0722'1.35 MI SE FROM CONCONULLY.
 TP0722'1.35 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE GUARD STATION AT
 TP0722'CONCONULLY, AT THE EAST ENTRANCE GATE AT THE NORTHEAST CORNER OF THE
 TP0722'CONCONULLY CEMETERY, 47 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE
 TP0722'ROAD, 21 FEET WEST OF THE CENTER LINE OF A DIRT ROAD SOUTH ACROSS A
 TP0722'CATTLEGUARD, 14.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CATTLE
 TP0722'GUARD, 1 1/2 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF THE GATE, 1.2
 TP0722'FEET WEST OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, AND ABOUT
 TP0722'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TP0722'0.3 FOOT ABOVE THE GROUND.
 TP0722
 TP0722                          STATION RECOVERY (1990)
 TP0722
 TP0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TP0722'THE STATION IS LOCATED ABOUT 38.6 KM (24.0 MI) NORTHEAST OF TWISP,
 TP0722'29.0 KM (18.0 MI) SOUTHWEST OF TONASKET, 24.1 KM (15.0 MI) NORTHWEST
 TP0722'OF OMAK, 2.4 M (7.9 FT) SOUTHEAST OF CONCONULLY AND AT THE CONCONULLY
 TP0722'CEMETERY.
 TP0722'TO REACH FROM THE US FOREST SERVICE WORK CENTER IN CONCONULLY, GO
 TP0722'SOUTHEAST ON THE SURFACED COUNTY ROAD FOR 2.09 KM (1.30 MI) TO THE
 TP0722'TOP OF THE GRADE, THE CEMETERY AND THE STATION AT THE NORTHEAST
 TP0722'CORNER OF THE CEMETERY.
 TP0722'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 TP0722'WITH THE GROUND SURFACE.  IT IS 14.3 M (46.9 FT) SOUTH-SOUTHWEST OF
 TP0722'THE CENTER OF THE COUNTY ROAD, 6.4 M (21.0 FT) WEST OF THE CENTER OF
 TP0722'A GRAVELED ROAD LEADING SOUTH, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST
 TP0722'AND 0.4 M (1.3 FT) WEST OF THE CEMETERY FENCE.
 TP0722
 TP0722                          STATION RECOVERY (2004)
 TP0722
 TP0722'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2004 (TAC)
 TP0722'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0935 ***********************************************************************
 SV0935  DESIGNATION -  F 4
 SV0935  PID         -  SV0935
 SV0935  STATE/COUNTY-  WA/SPOKANE
 SV0935  USGS QUAD   -  FOUR LAKES (1973)
 SV0935
 SV0935                         *CURRENT SURVEY CONTROL
 SV0935  ___________________________________________________________________
 SV0935* NAD 83(1986)-  47 32 40.     (N)    117 30 14.     (W)     SCALED    
 SV0935* NAVD 88     -       653.785  (meters)    2144.96   (feet)  ADJUSTED  
 SV0935  ___________________________________________________________________
 SV0935  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 SV0935  DYNAMIC HT  -         653.811 (meters)    2145.04  (feet)  COMP
 SV0935  MODELED GRAV-     980,631.0   (mgal)                       NAVD 88
 SV0935
 SV0935  VERT ORDER  -  FIRST     CLASS II
 SV0935
 SV0935.The horizontal coordinates were scaled from a topographic map and have
 SV0935.an estimated accuracy of +/- 6 seconds.
 SV0935
 SV0935.The orthometric height was determined by differential leveling
 SV0935.and adjusted by the National Geodetic Survey in June 1991..
 SV0935
 SV0935.The geoid height was determined by GEOID03.
 SV0935
 SV0935.The dynamic height is computed by dividing the NAVD 88
 SV0935.geopotential number by the normal gravity value computed on the
 SV0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0935.degrees latitude (g = 980.6199 gals.).
 SV0935
 SV0935.The modeled gravity was interpolated from observed gravity values.
 SV0935
 SV0935;                    North         East    Units  Estimated Accuracy
 SV0935;SPC WA N     -    65,950.      750,560.      MT  (+/- 180 meters Scaled)
 SV0935
 SV0935                          SUPERSEDED SURVEY CONTROL
 SV0935
 SV0935  NGVD 29 (??/??/92)  652.613  (m)         2141.11   (f) ADJ UNCH    1 2
 SV0935
 SV0935.Superseded values are not recommended for survey control.
 SV0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0935.See file dsdata.txt to determine how the superseded data were derived.
 SV0935
 SV0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN620657(NAD 83)
 SV0935_MARKER: DB = BENCH MARK DISK
 SV0935_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0935_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0935_STAMPING: F 4 1914
 SV0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0935
 SV0935  HISTORY     - Date     Condition        Report By
 SV0935  HISTORY     - 1914     MONUMENTED       CGS
 SV0935  HISTORY     - 1965     GOOD             NGS
 SV0935
 SV0935                          STATION DESCRIPTION
 SV0935
 SV0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0935'5.9 MI NE FROM CHENEY.
 SV0935'5.9 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SV0935'STATION AT CHENEY, SPOKANE COUNTY, ABOUT 300 FEET NORTH OF BLOCK
 SV0935'SIGNAL 107, 50 FEET SOUTHEAST OF POLE E 14, 23.6 FEET EAST OF THE EAST
 SV0935'RAIL, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET
 SV0935'LOWER THAN THE TRACK.  A STANDARD CAP, STAMPED F 4 1914 AND FASTENED
 SV0935'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 14 INCHES ABOVE
 SV0935'GROUND.  NOTE-- EXCEPT THE MARK IS 1 FOOT WEST OF THE WITNESS POST
 SV0935'INSTEAD OF EAST, THE TELEGRAPH POLE 50 FEET NORTHWEST OF THE MARK IS
 SV0935'NUMBERED E 2 BG AND BLOCK SIGNAL 107 IS GONE, BUT THERE IS A 4-FOOT
 SV0935'HIGH ELECTRIC SIGNAL AND A HAND CAR DERAILING STATION 120 YARDS SOUTH
 SV0935'OF THE MARK.  THE MARK IS 14 RAILS NORTH OF THE NORTH END OF A TANGENT
 SV0935'ALONG THE EAST SIDE OF QUEEN LUCAS LAKE.  THE MARK WAS WALKED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0102 ***********************************************************************
 SA0102  DESIGNATION -  F 40 RESET
 SA0102  PID         -  SA0102
 SA0102  STATE/COUNTY-  WA/WALLA WALLA
 SA0102  USGS QUAD   -  WALLA WALLA (1978)
 SA0102
 SA0102                         *CURRENT SURVEY CONTROL
 SA0102  ___________________________________________________________________
 SA0102* NAD 83(1986)-  46 04 41.     (N)    118 18 35.     (W)     SCALED    
 SA0102* NAVD 88     -       323.69   (meters)    1062.0    (feet)  RESET     
 SA0102  ___________________________________________________________________
 SA0102  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 SA0102
 SA0102  VERT ORDER  -  THIRD
 SA0102
 SA0102.The horizontal coordinates were scaled from a topographic map and have
 SA0102.an estimated accuracy of +/- 6 seconds.
 SA0102
 SA0102.The orthometric height was computed from unverified reset data.
 SA0102.No vertical observational check was made to the station.
 SA0102
 SA0102.The geoid height was determined by GEOID03.
 SA0102
 SA0102;                    North         East    Units  Estimated Accuracy
 SA0102;SPC WA S     -    85,130.      669,400.      MT  (+/- 180 meters Scaled)
 SA0102
 SA0102                          SUPERSEDED SURVEY CONTROL
 SA0102
 SA0102  NGVD 29 (??/??/??)  322.70   (m)         1058.7    (f) RESET       3  
 SA0102
 SA0102.Superseded values are not recommended for survey control.
 SA0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0102.See file dsdata.txt to determine how the superseded data were derived.
 SA0102
 SA0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM987035(NAD 83)
 SA0102_MARKER: DB = BENCH MARK DISK
 SA0102_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SA0102_SP_SET: DRILL HOLE IN A RETAINING WALL
 SA0102_STAMPING: F 40 RESET 1971 1058.95
 SA0102_MARK LOGO: CGS   
 SA0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0102+STABILITY: SURFACE MOTION
 SA0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA0102+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 SA0102
 SA0102  HISTORY     - Date     Condition        Report By
 SA0102  HISTORY     - 1971     MONUMENTED       NGS
 SA0102  HISTORY     - 19890517 GOOD             NGS
 SA0102  HISTORY     - 20030730 GOOD             GEOCAC
 SA0102  HISTORY     - 20060826 GOOD             USPSQD
 SA0102
 SA0102                          STATION DESCRIPTION
 SA0102
 SA0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 SA0102'IN WALLA WALLA.
 SA0102'THE MARK IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF WELLINGTON
 SA0102'AVE. AND MELROSE STREET, IN THE NORTHEASTERN PART OF THE TOWN OF WALLA
 SA0102'WALLA, ON PROPERTY OWNED BY MR. ROBERT SEWAR, IN THE WEST END OF A
 SA0102'4X10-FOOT CONCRETE BASE FOR A TAVERN SIGN, 118 FEET SOUTH OF THE
 SA0102'CENTER OF MELROSE ST, 31 FEET EAST OF THE CENTER OF WELLINGTON AVE. 55
 SA0102'FEET WEST OF THE ENTRANCE TO LOG INN TAVERN, 1.3 FEET EAST OF THE WEST
 SA0102'END OF THE SIGN BASE AND 1.5 FEET HIGHER THAN THE SURFACE OF THE
 SA0102'PARKING LOT.
 SA0102
 SA0102                          STATION RECOVERY (1989)
 SA0102
 SA0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SA0102'THE STATION IS LOCATED IN THE CITY OF WALLA WALLA, AT THE SOUTHWEST
 SA0102'ANGLE OF THE INTERSECTION OF MELROSE STREET AND WELLINGTON AVENUE AND
 SA0102'ON PROPERTY OWNED BY THE LOGINN TAVERN.
 SA0102'TO REACH FROM THE POST OFFICE IN WALLA WALLA, GO NOPRHTEAST ON SUMACH
 SA0102'STREET FOR 1.45 KM (0.90 MI) TO THE INTERSECTION OF MELROSE  STREET.
 SA0102'TURN LEFT AND GO EASTERLY ON MELROSE STREET FOR 0.80 KM (0.50 MI) TO
 SA0102'THE INTERSECTION OF WELLINGTON AVENUE AND THE STATION ON THE LEFT.
 SA0102'THE MARK IS SET IN A DRILL HOLE IN THE WEST END OF A 4X10 FT CONCRETE
 SA0102'BASE OF A TAVERN SIGN.  IT IS 36.0 M (118.1 FT) SOUTH OF THE CENTER
 SA0102'OF MELROSE STREET, 16.76 M (54.99 FT) WEST OF THE ENTRANCE TO THE
 SA0102'TAVERN, 9.4 M (30.8 FT) EAST OF THE CENTER OF WELLINGTON AVENUE. 0.4
 SA0102'M (1.3 FT) EAST OF THE WEST END OF THE SIGN BASE AND 0.46 M
 SA0102'(1.51 FT) ABOVE THE LEVEL OF THE PARKING LOT.
 SA0102
 SA0102                          STATION RECOVERY (2003)
 SA0102
 SA0102'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0102'RECOVERED IN GOOD CONDITION.
 SA0102
 SA0102                          STATION RECOVERY (2006)
 SA0102
 SA0102'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJR)
 SA0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0463 ***********************************************************************
 SA0463  DESIGNATION -  F 402
 SA0463  PID         -  SA0463
 SA0463  STATE/COUNTY-  WA/FRANKLIN
 SA0463  USGS QUAD   -  PAGE (1991)
 SA0463
 SA0463                         *CURRENT SURVEY CONTROL
 SA0463  ___________________________________________________________________
 SA0463* NAD 83(1986)-  46 22 07.     (N)    118 42 15.     (W)     SCALED    
 SA0463* NAVD 88     -       152.271  (meters)     499.58   (feet)  ADJUSTED  
 SA0463  ___________________________________________________________________
 SA0463  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SA0463  DYNAMIC HT  -         152.270 (meters)     499.57  (feet)  COMP
 SA0463  MODELED GRAV-     980,603.3   (mgal)                       NAVD 88
 SA0463
 SA0463  VERT ORDER  -  SECOND    CLASS 0
 SA0463
 SA0463.The horizontal coordinates were scaled from a topographic map and have
 SA0463.an estimated accuracy of +/- 6 seconds.
 SA0463
 SA0463.The orthometric height was determined by differential leveling
 SA0463.and adjusted by the National Geodetic Survey in June 1991..
 SA0463
 SA0463.The geoid height was determined by GEOID03.
 SA0463
 SA0463.The dynamic height is computed by dividing the NAVD 88
 SA0463.geopotential number by the normal gravity value computed on the
 SA0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0463.degrees latitude (g = 980.6199 gals.).
 SA0463
 SA0463.The modeled gravity was interpolated from observed gravity values.
 SA0463
 SA0463;                    North         East    Units  Estimated Accuracy
 SA0463;SPC WA S     -   116,640.      638,160.      MT  (+/- 180 meters Scaled)
 SA0463
 SA0463                          SUPERSEDED SURVEY CONTROL
 SA0463
 SA0463  NGVD 29 (??/??/92)  151.242  (m)          496.20   (f) ADJ UNCH    2 0
 SA0463
 SA0463.Superseded values are not recommended for survey control.
 SA0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0463.See file dsdata.txt to determine how the superseded data were derived.
 SA0463
 SA0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM689364(NAD 83)
 SA0463_MARKER: DB = BENCH MARK DISK
 SA0463_SETTING: 66 = SET IN ROCK OUTCROP
 SA0463_SP_SET: OUTCROP
 SA0463_STAMPING: F 402 1961
 SA0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0463+STABILITY: POSITION/ELEVATION WELL
 SA0463
 SA0463  HISTORY     - Date     Condition        Report By
 SA0463  HISTORY     - 1961     MONUMENTED       CGS
 SA0463
 SA0463                          STATION DESCRIPTION
 SA0463
 SA0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0463'2.0 MI SW FROM SNAKE RIVER.
 SA0463'2.0 MILES SOUTHWEST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 SA0463'FROM THE STATION AT SNAKE RIVER, IN THE TOP OF A 4 BY 10 FOOT OUTCROP,
 SA0463'200 FEET WEST OF THE CENTER OF A 24-INCH CORRUGATED METAL PIPE
 SA0463'CULVERT, 28 FEET NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL, 2.5 FEET
 SA0463'ABOVE THE GROUND, AND ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0749 ***********************************************************************
 SW0749  DESIGNATION -  F 402
 SW0749  PID         -  SW0749
 SW0749  STATE/COUNTY-  WA/GRANT
 SW0749  USGS QUAD   -  QUINCY (1966)
 SW0749
 SW0749                         *CURRENT SURVEY CONTROL
 SW0749  ___________________________________________________________________
 SW0749* NAD 83(1986)-  47 09 40.     (N)    119 51 12.     (W)     SCALED    
 SW0749* NAVD 88     -       384.53   (+/-2cm)    1261.6    (feet)  VERTCON   
 SW0749  ___________________________________________________________________
 SW0749  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 SW0749
 SW0749  VERT ORDER  -  ? (See Below)
 SW0749
 SW0749.The horizontal coordinates were scaled from a topographic map and have
 SW0749.an estimated accuracy of +/- 6 seconds.
 SW0749
 SW0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW0749.The vertical order pertains to the NGVD 29 superseded value.
 SW0749
 SW0749.The geoid height was determined by GEOID03.
 SW0749
 SW0749;                    North         East    Units  Estimated Accuracy
 SW0749;SPC WA S     -   203,360.      549,030.      MT  (+/- 180 meters Scaled)
 SW0749
 SW0749                          SUPERSEDED SURVEY CONTROL
 SW0749
 SW0749  NGVD 29 (??/??/92)  383.396  (m)         1257.86   (f) ADJ UNCH    ?  
 SW0749
 SW0749.Superseded values are not recommended for survey control.
 SW0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0749.See file dsdata.txt to determine how the superseded data were derived.
 SW0749
 SW0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN837270(NAD 83)
 SW0749_MARKER: Q = CHISELED SQUARE
 SW0749_SETTING: 66 = SET IN ROCK OUTCROP
 SW0749_SP_SET: GRANITE OUTCROP
 SW0749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0749+STABILITY: POSITION/ELEVATION WELL
 SW0749
 SW0749  HISTORY     - Date     Condition        Report By
 SW0749  HISTORY     - UNK      MONUMENTED       BOR
 SW0749  HISTORY     - 1935     GOOD             NGS
 SW0749  HISTORY     - 1968     MARK NOT FOUND   NGS
 SW0749
 SW0749                          STATION DESCRIPTION
 SW0749
 SW0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SW0749'14 MI W FROM MORRISON.
 SW0749'14 MILES WEST ALONG A ROAD FROM MORRISON, GRANT COUNTY, 5 MILES SOUTH
 SW0749'OF QUINCY, AT THE INTERSECTION OF THE COUNTY ROAD AND STATE HIGHWAY 7,
 SW0749'100 FEET NORTH OF THE COUNTY ROAD, 50 FEET EAST OF STATE HIGHWAY 7,
 SW0749'AND AT SECTION CORNERS 6, 5, 7, AND 8, T. 19 N., R. 24 E.  A CHISELED
 SW0749'SQUARE, FLANKED BY THE PAINTED LETTERS F 402, ON A GRANITE OUTCROP.
 SW0749
 SW0749                          STATION RECOVERY (1968)
 SW0749
 SW0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SW0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0501 ***********************************************************************
 SA0501  DESIGNATION -  F 403
 SA0501  PID         -  SA0501
 SA0501  STATE/COUNTY-  WA/WALLA WALLA
 SA0501  USGS QUAD   -  SNAKE RIVER (1991)
 SA0501
 SA0501                         *CURRENT SURVEY CONTROL
 SA0501  ___________________________________________________________________
 SA0501* NAD 83(1986)-  46 23 29.     (N)    118 39 28.     (W)     SCALED    
 SA0501* NAVD 88     -       147.938  (meters)     485.36   (feet)  ADJUSTED  
 SA0501  ___________________________________________________________________
 SA0501  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 SA0501  DYNAMIC HT  -         147.936 (meters)     485.35  (feet)  COMP
 SA0501  MODELED GRAV-     980,605.6   (mgal)                       NAVD 88
 SA0501
 SA0501  VERT ORDER  -  SECOND    CLASS 0
 SA0501
 SA0501.The horizontal coordinates were scaled from a topographic map and have
 SA0501.an estimated accuracy of +/- 6 seconds.
 SA0501
 SA0501.The orthometric height was determined by differential leveling
 SA0501.and adjusted by the National Geodetic Survey in June 1991..
 SA0501
 SA0501.The geoid height was determined by GEOID03.
 SA0501
 SA0501.The dynamic height is computed by dividing the NAVD 88
 SA0501.geopotential number by the normal gravity value computed on the
 SA0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0501.degrees latitude (g = 980.6199 gals.).
 SA0501
 SA0501.The modeled gravity was interpolated from observed gravity values.
 SA0501
 SA0501;                    North         East    Units  Estimated Accuracy
 SA0501;SPC WA S     -   119,260.      641,670.      MT  (+/- 180 meters Scaled)
 SA0501
 SA0501                          SUPERSEDED SURVEY CONTROL
 SA0501
 SA0501  NGVD 29 (??/??/92)  146.920  (m)          482.02   (f) ADJ UNCH    2 0
 SA0501
 SA0501.Superseded values are not recommended for survey control.
 SA0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0501.See file dsdata.txt to determine how the superseded data were derived.
 SA0501
 SA0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM725388(NAD 83)
 SA0501_MARKER: DB = BENCH MARK DISK
 SA0501_SETTING: 66 = SET IN ROCK OUTCROP
 SA0501_SP_SET: OUTCROP
 SA0501_STAMPING: F 403 1961
 SA0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0501+STABILITY: POSITION/ELEVATION WELL
 SA0501
 SA0501  HISTORY     - Date     Condition        Report By
 SA0501  HISTORY     - 1961     MONUMENTED       CGS
 SA0501
 SA0501                          STATION DESCRIPTION
 SA0501
 SA0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA0501'9.1 MI SW FROM SCOTT.
 SA0501'9.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE GRAIN
 SA0501'ELEVATOR AT SCOTT, 3 1/2 POLES SOUTH OF MILEPOLE 240.5, SET VERTICALLY
 SA0501'IN THE WEST FACE OF A LARGE OUTCROP CUT, 55 FEET EAST OF THE EAST
 SA0501'RAIL, 1.5 FEET HIGHER THAN THE GROUND, AND ABOUT 2 FEET HIGHER THAN
 SA0501'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0535 ***********************************************************************
 SY0535  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0535  DESIGNATION -  F 406
 SY0535  PID         -  SY0535
 SY0535  STATE/COUNTY-  WA/PIERCE
 SY0535  USGS QUAD   -  TACOMA NORTH (1994)
 SY0535
 SY0535                         *CURRENT SURVEY CONTROL
 SY0535  ___________________________________________________________________
 SY0535* NAD 83(1986)-  47 15 31.     (N)    122 25 13.     (W)     SCALED    
 SY0535* NAVD 88     -         7.215  (meters)      23.67   (feet)  ADJUSTED  
 SY0535  ___________________________________________________________________
 SY0535  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY0535  DYNAMIC HT  -           7.216 (meters)      23.67  (feet)  COMP
 SY0535  MODELED GRAV-     980,776.9   (mgal)                       NAVD 88
 SY0535
 SY0535  VERT ORDER  -  FIRST     CLASS I
 SY0535
 SY0535.The horizontal coordinates were scaled from a topographic map and have
 SY0535.an estimated accuracy of +/- 6 seconds.
 SY0535
 SY0535.The orthometric height was determined by differential leveling
 SY0535.and adjusted by the National Geodetic Survey in June 1991..
 SY0535
 SY0535.This Tidal Bench Mark is designated as VM 9162
 SY0535.by the Center for Operational Oceanographic Products and Services.
 SY0535
 SY0535.This Tidal Bench Mark is designated as VM 13314
 SY0535.by the Center for Operational Oceanographic Products and Services.
 SY0535
 SY0535.The geoid height was determined by GEOID03.
 SY0535
 SY0535.The dynamic height is computed by dividing the NAVD 88
 SY0535.geopotential number by the normal gravity value computed on the
 SY0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0535.degrees latitude (g = 980.6199 gals.).
 SY0535
 SY0535.The modeled gravity was interpolated from observed gravity values.
 SY0535
 SY0535;                    North         East    Units  Estimated Accuracy
 SY0535;SPC WA S     -   215,770.      354,670.      MT  (+/- 180 meters Scaled)
 SY0535
 SY0535                          SUPERSEDED SURVEY CONTROL
 SY0535
 SY0535  NGVD 29 (??/??/??)    6.148  (m)           20.17   (f) ADJUSTED    1 1
 SY0535
 SY0535.Superseded values are not recommended for survey control.
 SY0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0535.See file dsdata.txt to determine how the superseded data were derived.
 SY0535
 SY0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET438340(NAD 83)
 SY0535_MARKER: DB = BENCH MARK DISK
 SY0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0535_SP_SET: BRIDGE
 SY0535_STAMPING: F 406 1965
 SY0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0535
 SY0535  HISTORY     - Date     Condition        Report By
 SY0535  HISTORY     - 1965     MONUMENTED       CGS
 SY0535  HISTORY     - 1988     GOOD             USPSQD
 SY0535  HISTORY     - 1989     GOOD             USPSQD
 SY0535  HISTORY     - 20041231 GOOD             USPSQD
 SY0535
 SY0535                          STATION DESCRIPTION
 SY0535
 SY0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0535'IN TACOMA.
 SY0535'AT TACOMA, 1.05 MILES NORTHEAST ALONG EAST 11TH STREET FROM THE
 SY0535'INTERSECTION OF PACIFIC AVENUE, AT THE INTERSECTION OF CANAL STREET,
 SY0535'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE RETAINING
 SY0535'WALL FOR THE 11TH STREET BRIDGE OVER PUYALLUP RIVER, 4.5 FEET
 SY0535'SOUTHEAST OF THE SOUTHEAST CURB OF EAST 11TH STREET, 4.5 FEET
 SY0535'NORTHEAST OF THE SOUTHWEST END OF A GUARDRAIL, ABOUT 0.5 FOOT HIGHER
 SY0535'THAN THE STREET AND ABOUT LEVEL WITH THE SIDEWALK.
 SY0535
 SY0535                          STATION RECOVERY (1988)
 SY0535
 SY0535'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0535'RECOVERED IN GOOD CONDITION.
 SY0535
 SY0535                          STATION RECOVERY (1989)
 SY0535
 SY0535'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJS)
 SY0535'RECOVERED IN GOOD CONDITION.
 SY0535
 SY0535                          STATION RECOVERY (2004)
 SY0535
 SY0535'RECOVERY NOTE BY US POWER SQUADRON 2004 (KK)
 SY0535'RECOVERED AS DESCRIBED EXCEPT THAT THE STREET INTERSECTION IS NOW
 SY0535'PORTLAND AVE AND 11TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0087 ***********************************************************************
 SY0087  DESIGNATION -  F 407 RESET
 SY0087  PID         -  SY0087
 SY0087  STATE/COUNTY-  WA/SNOHOMISH
 SY0087  USGS QUAD   -  EDMONDS EAST (1981)
 SY0087
 SY0087                         *CURRENT SURVEY CONTROL
 SY0087  ___________________________________________________________________
 SY0087* NAD 83(1986)-  47 50 03.     (N)    122 18 13.     (W)     SCALED    
 SY0087* NAVD 88     -       121.089  (meters)     397.27   (feet)  ADJUSTED  
 SY0087  ___________________________________________________________________
 SY0087  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY0087  DYNAMIC HT  -         121.108 (meters)     397.34  (feet)  COMP
 SY0087  MODELED GRAV-     980,763.9   (mgal)                       NAVD 88
 SY0087
 SY0087  VERT ORDER  -  FIRST     CLASS I
 SY0087
 SY0087.The horizontal coordinates were scaled from a topographic map and have
 SY0087.an estimated accuracy of +/- 6 seconds.
 SY0087
 SY0087.The orthometric height was determined by differential leveling
 SY0087.and adjusted by the National Geodetic Survey in June 1991..
 SY0087
 SY0087.The geoid height was determined by GEOID03.
 SY0087
 SY0087.The dynamic height is computed by dividing the NAVD 88
 SY0087.geopotential number by the normal gravity value computed on the
 SY0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0087.degrees latitude (g = 980.6199 gals.).
 SY0087
 SY0087.The modeled gravity was interpolated from observed gravity values.
 SY0087
 SY0087;                    North         East    Units  Estimated Accuracy
 SY0087;SPC WA N     -    93,800.      389,940.      MT  (+/- 180 meters Scaled)
 SY0087
 SY0087                          SUPERSEDED SURVEY CONTROL
 SY0087
 SY0087  NGVD 29 (??/??/??)  119.985  (m)          393.65   (f) ADJUSTED    1 1
 SY0087
 SY0087.Superseded values are not recommended for survey control.
 SY0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0087.See file dsdata.txt to determine how the superseded data were derived.
 SY0087
 SY0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET521981(NAD 83)
 SY0087_MARKER: DV = VERTICAL CONTROL DISK
 SY0087_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SY0087_SP_SET: CURB
 SY0087_STAMPING: F 407 RESET 1972
 SY0087_MARK LOGO: NGS   
 SY0087_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0087+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 SY0087
 SY0087  HISTORY     - Date     Condition        Report By
 SY0087  HISTORY     - 1972     MONUMENTED       NGS
 SY0087  HISTORY     - 1973     GOOD             NGS
 SY0087  HISTORY     - 1981     GOOD             NGS
 SY0087  HISTORY     - 19911231 GOOD             WA-061
 SY0087  HISTORY     - 19961208 GOOD             USPSQD
 SY0087  HISTORY     - 20050723 MARK NOT FOUND   USPSQD
 SY0087
 SY0087                          STATION DESCRIPTION
 SY0087
 SY0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0087'5.9 MI N FROM RICHMOND HIGHLANDS.
 SY0087'1.5 MILES NORTH ALONG AURORA AVENUE NORTH (STATE HIGHWAY 99) FROM THE
 SY0087'INTERSECTION OF NORTH 175TH STREET AT RICHMOND HIGHLANDS, THENCE 4.40
 SY0087'MILES NORTH ALONG STATE HIGHWAY 99, 0.1 MILE SOUTHWEST OF THE JUNCTION
 SY0087'OF 180TH STREET SOUTHWEST, AT THE NORTHEAST CORNER OF THE JUNCTION OF
 SY0087'52ND AVENUE WEST, IN THE TOP OF A CONCRETE CURB RETURN, 5.0 FEET SOUTH
 SY0087'OF THE SOUTH CORNER OF THE SOUTHWEST ONE OF 2 STEEL DRAIN GRATES, 29
 SY0087'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST HIGHWAY LANES, 39
 SY0087'FEET NORTHEAST OF THE CENTER LINE OF THE AVENUE, 66 1/2 FEET SOUTHWEST
 SY0087'OF THE CENTER LINE OF A DRIVEWAY TO 18109 HIGHWAY 99, AND ABOUT 1/2
 SY0087'FOOT HIGHER THAN THE HIGHWAY.  1/4, SEC 16, T 27N, R 4E.
 SY0087
 SY0087                          STATION RECOVERY (1981)
 SY0087
 SY0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SY0087'1.05 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE INTERSECTION OF
 SY0087'196TH STREET IN LYNNWOOD TO 52ND AVENUE WEST AND THE MARK SET IN A
 SY0087'DRILL HOLE IN THE CURB IN THE NORTHEAST ANGLE OF THE INTERSECTION
 SY0087'12.19 METERS NORTH OF THE CENTER OF 52ND AVENUE, 9.14 METER EAST OF
 SY0087'THE CENTER OF THE NORTH BOUND LANE OF STATE HIGHWAY 99, 1.52 METER
 SY0087'SOUTHEAST OF THE SOUTHERN ONE OF TWO STORM SEWER DRAINS, 20.42 METERS
 SY0087'502TH OF THE CENTER OF THE DRIVEWAY AT 18109 HIGHWAY 99.
 SY0087
 SY0087                          STATION RECOVERY (1991)
 SY0087
 SY0087'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1991
 SY0087'RECOVERED IN GOOD CONDITION.
 SY0087
 SY0087                          STATION RECOVERY (1996)
 SY0087
 SY0087'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY0087'RECOVERED IN GOOD CONDITION.
 SY0087
 SY0087                          STATION RECOVERY (2005)
 SY0087
 SY0087'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHC)
 SY0087'IT APPEARS THE STREET ENTERANCE TO HWY 99 HAS BEEN CHANGED, THE
 SY0087'DISTANCES DO NOT MATCH UP FROM CENTER LINE OF THE ST. AND HWY TO THE
 SY0087'DISTANCE FROM THE DRIVEWAY. HWY 99 HAS HAD THE DRAINAGE GRATES CHANGED
 SY0087'TO A DIFFERENT SYSTEM AND THE CURBS HAVE BEEN MODIFIED TO ALLOW
 SY0087'HANDICAP ACCESS AND WERE THOUGHLY SEARCHED.
 SY0087'MARK SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0598 ***********************************************************************
 SY0598  DESIGNATION -  F 408
 SY0598  PID         -  SY0598
 SY0598  STATE/COUNTY-  WA/KING
 SY0598  USGS QUAD   -  DES MOINES (1995)
 SY0598
 SY0598                         *CURRENT SURVEY CONTROL
 SY0598  ___________________________________________________________________
 SY0598* NAD 83(1986)-  47 26 37.     (N)    122 16 05.     (W)     SCALED    
 SY0598* NAVD 88     -        89.653  (meters)     294.14   (feet)  ADJUSTED  
 SY0598  ___________________________________________________________________
 SY0598  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SY0598  DYNAMIC HT  -          89.667 (meters)     294.18  (feet)  COMP
 SY0598  MODELED GRAV-     980,773.9   (mgal)                       NAVD 88
 SY0598
 SY0598  VERT ORDER  -  FIRST     CLASS II
 SY0598
 SY0598.The horizontal coordinates were scaled from a topographic map and have
 SY0598.an estimated accuracy of +/- 6 seconds.
 SY0598
 SY0598.The orthometric height was determined by differential leveling
 SY0598.and adjusted by the National Geodetic Survey in June 1991..
 SY0598
 SY0598.The geoid height was determined by GEOID03.
 SY0598
 SY0598.The dynamic height is computed by dividing the NAVD 88
 SY0598.geopotential number by the normal gravity value computed on the
 SY0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0598.degrees latitude (g = 980.6199 gals.).
 SY0598
 SY0598.The modeled gravity was interpolated from observed gravity values.
 SY0598
 SY0598;                    North         East    Units  Estimated Accuracy
 SY0598;SPC WA N     -    50,330.      391,790.      MT  (+/- 180 meters Scaled)
 SY0598
 SY0598                          SUPERSEDED SURVEY CONTROL
 SY0598
 SY0598  NGVD 29 (??/??/??)   88.559  (m)          290.55   (f) ADJUSTED    1 2
 SY0598
 SY0598.Superseded values are not recommended for survey control.
 SY0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0598.See file dsdata.txt to determine how the superseded data were derived.
 SY0598
 SY0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET551547(NAD 83)
 SY0598_MARKER: DB = BENCH MARK DISK
 SY0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0598_SP_SET: BRIDGE
 SY0598_STAMPING: F 408 1965
 SY0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0598+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 SY0598
 SY0598  HISTORY     - Date     Condition        Report By
 SY0598  HISTORY     - 1965     MONUMENTED       CGS
 SY0598  HISTORY     - 1972     GOOD             NGS
 SY0598  HISTORY     - 19870719 GOOD             USPSQD
 SY0598  HISTORY     - 1988     GOOD             USPSQD
 SY0598  HISTORY     - 1988     GOOD             USPSQD
 SY0598  HISTORY     - 1989     GOOD             USPSQD
 SY0598  HISTORY     - 20060228 GOOD             USPSQD
 SY0598
 SY0598                          STATION DESCRIPTION
 SY0598
 SY0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SY0598'1.2 MI W FROM ORILLIA.
 SY0598'ON S. 178TH ST., ABOUT 0.35 MILE EAST OF MILITARY ROAD S., AT BRIDGE
 SY0598'OVER INTERSTATE HIGHWAY 5, AT SOUTHWEST CORNER OF THE BRIDGE, 17 FEET
 SY0598'SOUTH OF CENTER LINE OF BRIDGE, OUTSIDE OF BRIDGE RAILING, IN TOP OF
 SY0598'SOUTH END OF WEST CONCRETE BRIDGE ABUTMENT AND ABOUT LEVEL WITH THE
 SY0598'STREET.  CORNER OF NW 1/4, SEC 35, T 23N, R 4E.
 SY0598
 SY0598                          STATION RECOVERY (1987)
 SY0598
 SY0598'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SY0598'RECOVERED IN GOOD CONDITION.
 SY0598
 SY0598                          STATION RECOVERY (1988)
 SY0598
 SY0598'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCS)
 SY0598'RECOVERED IN GOOD CONDITION.
 SY0598
 SY0598                          STATION RECOVERY (1988)
 SY0598
 SY0598'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0598'RECOVERED IN GOOD CONDITION.
 SY0598
 SY0598                          STATION RECOVERY (1989)
 SY0598
 SY0598'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJS)
 SY0598'RECOVERED IN GOOD CONDITION.
 SY0598
 SY0598                          STATION RECOVERY (2006)
 SY0598
 SY0598'RECOVERY NOTE BY US POWER SQUADRON 2006 (FW)
 SY0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1140 ***********************************************************************
 SY1140  DESIGNATION -  F 409
 SY1140  PID         -  SY1140
 SY1140  STATE/COUNTY-  WA/JEFFERSON
 SY1140  USGS QUAD   -  MOUNT WALKER (1995)
 SY1140
 SY1140                         *CURRENT SURVEY CONTROL
 SY1140  ___________________________________________________________________
 SY1140* NAD 83(1986)-  47 46 41.     (N)    122 55 17.     (W)     SCALED    
 SY1140* NAVD 88     -       196.569  (meters)     644.91   (feet)  ADJUSTED  
 SY1140  ___________________________________________________________________
 SY1140  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 SY1140  DYNAMIC HT  -         196.607 (meters)     645.03  (feet)  COMP
 SY1140  MODELED GRAV-     980,803.2   (mgal)                       NAVD 88
 SY1140
 SY1140  VERT ORDER  -  FIRST     CLASS I
 SY1140
 SY1140.The horizontal coordinates were scaled from a topographic map and have
 SY1140.an estimated accuracy of +/- 6 seconds.
 SY1140
 SY1140.The orthometric height was determined by differential leveling
 SY1140.and adjusted by the National Geodetic Survey in June 1991..
 SY1140
 SY1140.The geoid height was determined by GEOID03.
 SY1140
 SY1140.The dynamic height is computed by dividing the NAVD 88
 SY1140.geopotential number by the normal gravity value computed on the
 SY1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1140.degrees latitude (g = 980.6199 gals.).
 SY1140
 SY1140.The modeled gravity was interpolated from observed gravity values.
 SY1140
 SY1140;                    North         East    Units  Estimated Accuracy
 SY1140;SPC WA N     -    88,630.      343,540.      MT  (+/- 180 meters Scaled)
 SY1140
 SY1140                          SUPERSEDED SURVEY CONTROL
 SY1140
 SY1140  NGVD 29 (??/??/??)  195.473  (m)          641.31   (f) ADJUSTED    1 1
 SY1140
 SY1140.Superseded values are not recommended for survey control.
 SY1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1140.See file dsdata.txt to determine how the superseded data were derived.
 SY1140
 SY1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET058916(NAD 83)
 SY1140_MARKER: DB = BENCH MARK DISK
 SY1140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1140_SP_SET: CULVERT
 SY1140_STAMPING: F 409 1965
 SY1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1140
 SY1140  HISTORY     - Date     Condition        Report By
 SY1140  HISTORY     - 1965     MONUMENTED       CGS
 SY1140  HISTORY     - 1974     GOOD             NGS
 SY1140  HISTORY     - 1989     GOOD             USPSQD
 SY1140
 SY1140                          STATION DESCRIPTION
 SY1140
 SY1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1140'4.55 MI SW FROM QUILCENE.
 SY1140'4.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 101 FROM QUILCENE HIGH SCHOOL
 SY1140'AT QUILCENE, 0.5 MILE NORTHWEST OF WALKER PASS SUMMIT, IN THE TOP OF
 SY1140'AN EXTENDED PORTION OF 30-FOOT CUT, ABOUT MIDWAY BETWEEN CURVES IN THE
 SY1140'HIGHWAY, 26 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 60 FEET NORTH
 SY1140'OF THE EAST END OF A 36-INCH CONCRETE PIPE CULVERT, 1.0 FOOT SOUTHWEST
 SY1140'OF A WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 SY1140
 SY1140                          STATION RECOVERY (1974)
 SY1140
 SY1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1140'RECOVERED IN GOOD CONDITION.
 SY1140
 SY1140                          STATION RECOVERY (1989)
 SY1140
 SY1140'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0305 ***********************************************************************
 SB0305  DESIGNATION -  F 41
 SB0305  PID         -  SB0305
 SB0305  STATE/COUNTY-  WA/YAKIMA
 SB0305  USGS QUAD   -  WAPATO (1985)
 SB0305
 SB0305                         *CURRENT SURVEY CONTROL
 SB0305  ___________________________________________________________________
 SB0305* NAD 83(1986)-  46 26 57.     (N)    120 25 12.     (W)     SCALED    
 SB0305* NAVD 88     -       263.994  (meters)     866.12   (feet)  ADJUSTED  
 SB0305  ___________________________________________________________________
 SB0305  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SB0305  DYNAMIC HT  -         263.995 (meters)     866.12  (feet)  COMP
 SB0305  MODELED GRAV-     980,614.3   (mgal)                       NAVD 88
 SB0305
 SB0305  VERT ORDER  -  FIRST     CLASS II
 SB0305
 SB0305.The horizontal coordinates were scaled from a topographic map and have
 SB0305.an estimated accuracy of +/- 6 seconds.
 SB0305
 SB0305.The orthometric height was determined by differential leveling
 SB0305.and adjusted by the National Geodetic Survey in June 1991..
 SB0305.WARNING-Repeat measurements at this control monument indicate possible
 SB0305.vertical movement.
 SB0305
 SB0305.The geoid height was determined by GEOID03.
 SB0305
 SB0305.The dynamic height is computed by dividing the NAVD 88
 SB0305.geopotential number by the normal gravity value computed on the
 SB0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0305.degrees latitude (g = 980.6199 gals.).
 SB0305
 SB0305.The modeled gravity was interpolated from observed gravity values.
 SB0305
 SB0305;                    North         East    Units  Estimated Accuracy
 SB0305;SPC WA S     -   124,030.      506,150.      MT  (+/- 180 meters Scaled)
 SB0305
 SB0305                          SUPERSEDED SURVEY CONTROL
 SB0305
 SB0305  NGVD 29 (??/??/92)  262.948  (m)          862.69   (f) ADJ UNCH    1 2
 SB0305
 SB0305.Superseded values are not recommended for survey control.
 SB0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB0305.See file dsdata.txt to determine how the superseded data were derived.
 SB0305
 SB0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS981471(NAD 83)
 SB0305_MARKER: DB = BENCH MARK DISK
 SB0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SB0305_SP_SET: WALL
 SB0305_STAMPING: 862.938 F 41 1933
 SB0305_MARK LOGO: CGS   
 SB0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB0305
 SB0305  HISTORY     - Date     Condition        Report By
 SB0305  HISTORY     - 1933     MONUMENTED       CGS
 SB0305  HISTORY     - 1962     GOOD             NGS
 SB0305  HISTORY     - 1982     GOOD             NGS
 SB0305
 SB0305                          STATION DESCRIPTION
 SB0305
 SB0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SB0305'IN WAPATO.
 SB0305'AT WAPATO, YAKIMA COUNTY, ON THE NORTHERN PACIFIC RAILWAY, AT THE
 SB0305'STATION, IN THE NORTHEAST WALL, 20 FEET NORTHWEST OF THE EAST CORNER
 SB0305'OF THE BUILDING, 1 FOOT SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 SB0305'WAITING-ROOM DOOR, AND 4.4 FEET ABOVE THE LEVEL OF THE PLATFORM.  A
 SB0305'STANDARD DISK, STAMPED 862.938 F 41 1933 AND SET VERTICALLY.
 SB0305
 SB0305                          STATION RECOVERY (1982)
 SB0305
 SB0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SB0305'RECOVERD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0957 ***********************************************************************
 SY0957  DESIGNATION -  F 410
 SY0957  PID         -  SY0957
 SY0957  STATE/COUNTY-  WA/KITSAP
 SY0957  USGS QUAD   -  POULSBO (1981)
 SY0957
 SY0957                         *CURRENT SURVEY CONTROL
 SY0957  ___________________________________________________________________
 SY0957* NAD 83(1986)-  47 44 14.     (N)    122 42 19.     (W)     SCALED    
 SY0957* NAVD 88     -       118.062  (meters)     387.34   (feet)  POSTED    
 SY0957  ___________________________________________________________________
 SY0957  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 SY0957  DYNAMIC HT  -         118.080 (meters)     387.40  (feet)  COMP
 SY0957  MODELED GRAV-     980,781.5   (mgal)                       NAVD 88
 SY0957
 SY0957  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY0957
 SY0957.The horizontal coordinates were scaled from a topographic map and have
 SY0957.an estimated accuracy of +/- 6 seconds.
 SY0957
 SY0957.The orthometric height was determined by differential leveling
 SY0957.and adjusted by the National Geodetic Survey in 1992..
 SY0957.No vertical observational check was made to the station.
 SY0957.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY0957.was located on a no-check spur therefore a value was not computed.
 SY0957
 SY0957.The geoid height was determined by GEOID03.
 SY0957
 SY0957.The dynamic height is computed by dividing the NAVD 88
 SY0957.geopotential number by the normal gravity value computed on the
 SY0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0957.degrees latitude (g = 980.6199 gals.).
 SY0957
 SY0957.The modeled gravity was interpolated from observed gravity values.
 SY0957
 SY0957;                    North         East    Units  Estimated Accuracy
 SY0957;SPC WA N     -    83,670.      359,620.      MT  (+/- 180 meters Scaled)
 SY0957
 SY0957                          SUPERSEDED SURVEY CONTROL
 SY0957
 SY0957  NGVD 29 (??/??/??)  116.980  (m)          383.79   (f) ADJUSTED    1 2
 SY0957
 SY0957.Superseded values are not recommended for survey control.
 SY0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0957.See file dsdata.txt to determine how the superseded data were derived.
 SY0957
 SY0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET220871(NAD 83)
 SY0957_MARKER: DB = BENCH MARK DISK
 SY0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0957_SP_SET: CULVERT
 SY0957_STAMPING: F 410 1965
 SY0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0957
 SY0957  HISTORY     - Date     Condition        Report By
 SY0957  HISTORY     - 1965     MONUMENTED       CGS
 SY0957  HISTORY     - 19970421 GOOD             USPSQD
 SY0957
 SY0957                          STATION DESCRIPTION
 SY0957
 SY0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY0957'6.8 MI N FROM SILVERDALE.
 SY0957'0.35 MILE NORTHEAST ALONG STATE HIGHWAY 3 FROM SILVERDALE GRADE SCHOOL
 SY0957'AT SILVERDALE, THENCE 5.85 MILES NORTH ALONG CLEAR CREEK ROAD, THENCE
 SY0957'0.6 MILE WEST ALONG TINIAN ROAD, 0.6 MILE WEST OF GATE 10, AT BANGOR
 SY0957'NAVAL AMMUNITION DEPOT, AT THE CROSSING OF A RAILROAD TRACK, IN THE
 SY0957'TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A 36-INCH PIPE
 SY0957'CULVERT UNDER THE RAILROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE
 SY0957'ROAD, 43 WEST OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD NORTH,
 SY0957'9.6 FEET WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH THE ROAD.
 SY0957
 SY0957                          STATION RECOVERY (1997)
 SY0957
 SY0957'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1073 ***********************************************************************
 SY1073  DESIGNATION -  F 411
 SY1073  PID         -  SY1073
 SY1073  STATE/COUNTY-  WA/JEFFERSON
 SY1073  USGS QUAD   -  QUILCENE (1953)
 SY1073
 SY1073                         *CURRENT SURVEY CONTROL
 SY1073  ___________________________________________________________________
 SY1073* NAD 83(1986)-  47 49 06.     (N)    122 50 05.     (W)     SCALED    
 SY1073* NAVD 88     -       134.972  (meters)     442.82   (feet)  ADJUSTED  
 SY1073  ___________________________________________________________________
 SY1073  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SY1073  DYNAMIC HT  -         135.003 (meters)     442.92  (feet)  COMP
 SY1073  MODELED GRAV-     980,841.5   (mgal)                       NAVD 88
 SY1073
 SY1073  VERT ORDER  -  FIRST     CLASS II
 SY1073
 SY1073.The horizontal coordinates were scaled from a topographic map and have
 SY1073.an estimated accuracy of +/- 6 seconds.
 SY1073
 SY1073.The orthometric height was determined by differential leveling
 SY1073.and adjusted by the National Geodetic Survey in June 1991..
 SY1073
 SY1073.The geoid height was determined by GEOID03.
 SY1073
 SY1073.The dynamic height is computed by dividing the NAVD 88
 SY1073.geopotential number by the normal gravity value computed on the
 SY1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1073.degrees latitude (g = 980.6199 gals.).
 SY1073
 SY1073.The modeled gravity was interpolated from observed gravity values.
 SY1073
 SY1073;                    North         East    Units  Estimated Accuracy
 SY1073;SPC WA N     -    92,930.      350,150.      MT  (+/- 180 meters Scaled)
 SY1073
 SY1073                          SUPERSEDED SURVEY CONTROL
 SY1073
 SY1073  NGVD 29 (??/??/??)  133.869  (m)          439.20   (f) ADJUSTED    1 2
 SY1073
 SY1073.Superseded values are not recommended for survey control.
 SY1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1073.See file dsdata.txt to determine how the superseded data were derived.
 SY1073
 SY1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET123961(NAD 83)
 SY1073_MARKER: DB = BENCH MARK DISK
 SY1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1073_STAMPING: F 411 1965
 SY1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1073+STABILITY: SURFACE MOTION
 SY1073
 SY1073  HISTORY     - Date     Condition        Report By
 SY1073  HISTORY     - 1965     MONUMENTED       CGS
 SY1073
 SY1073                          STATION DESCRIPTION
 SY1073
 SY1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1073'3.2 MI E FROM QUILCENE.
 SY1073'0.5 MILE NORTH ALONG A ROAD FROM QUILCENE HIGH SCHOOL AT QUILCENE,
 SY1073'THENCE 2.7 MILES SOUTHEAST ALONG LINDSAYS BEACH ROAD, AT THE T
 SY1073'JUNCTION OF A GRAVELED ROAD EAST, 20 FEET EAST OF THE CENTER LINE OF
 SY1073'THE ROAD, 52 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 34 FEET
 SY1073'SOUTH OF THE CENTER OF THE SOUTH END OF A 12-INCH PIPE CULVERT, 2 FEET
 SY1073'SOUTH OF A POWER POLE WITH TWO GUY WIRES, 1.5 FEET SOUTHEAST OF A
 SY1073'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 SY1073'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0715 ***********************************************************************
 RC0715  DESIGNATION -  F 42
 RC0715  PID         -  RC0715
 RC0715  STATE/COUNTY-  WA/KLICKITAT
 RC0715  USGS QUAD   -  SATUS PASS (1983)
 RC0715
 RC0715                         *CURRENT SURVEY CONTROL
 RC0715  ___________________________________________________________________
 RC0715* NAD 83(1986)-  45 59 47.     (N)    120 39 14.     (W)     SCALED    
 RC0715* NAVD 88     -       883.298  (meters)    2897.95   (feet)  ADJUSTED  
 RC0715  ___________________________________________________________________
 RC0715  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 RC0715  DYNAMIC HT  -         883.187 (meters)    2897.59  (feet)  COMP
 RC0715  MODELED GRAV-     980,459.3   (mgal)                       NAVD 88
 RC0715
 RC0715  VERT ORDER  -  FIRST     CLASS II
 RC0715
 RC0715.The horizontal coordinates were scaled from a topographic map and have
 RC0715.an estimated accuracy of +/- 6 seconds.
 RC0715
 RC0715.The orthometric height was determined by differential leveling
 RC0715.and adjusted by the National Geodetic Survey in June 1991..
 RC0715.WARNING-Repeat measurements at this control monument indicate possible
 RC0715.vertical movement.
 RC0715
 RC0715.The geoid height was determined by GEOID03.
 RC0715
 RC0715.The dynamic height is computed by dividing the NAVD 88
 RC0715.geopotential number by the normal gravity value computed on the
 RC0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0715.degrees latitude (g = 980.6199 gals.).
 RC0715
 RC0715.The modeled gravity was interpolated from observed gravity values.
 RC0715
 RC0715;                    North         East    Units  Estimated Accuracy
 RC0715;SPC WA S     -    73,710.      488,080.      MT  (+/- 180 meters Scaled)
 RC0715
 RC0715                          SUPERSEDED SURVEY CONTROL
 RC0715
 RC0715  NGVD 29 (??/??/92)  882.266  (m)         2894.57   (f) ADJ UNCH    1 2
 RC0715
 RC0715.Superseded values are not recommended for survey control.
 RC0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0715.See file dsdata.txt to determine how the superseded data were derived.
 RC0715
 RC0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR816963(NAD 83)
 RC0715_MARKER: DB = BENCH MARK DISK
 RC0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC0715_STAMPING: 2894.627 F 42 1933
 RC0715_MARK LOGO: CGS   
 RC0715_PROJECTION: FLUSH
 RC0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC0715+STABILITY: SURFACE MOTION
 RC0715
 RC0715  HISTORY     - Date     Condition        Report By
 RC0715  HISTORY     - 1933     MONUMENTED       CGS
 RC0715  HISTORY     - 1935     GOOD             NGS
 RC0715  HISTORY     - 1974     GOOD             NGS
 RC0715  HISTORY     - 1979     GOOD             USGS
 RC0715  HISTORY     - 1982     GOOD             NGS
 RC0715
 RC0715                          STATION DESCRIPTION
 RC0715
 RC0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC0715'17.1 MI NE FROM GOLDENDALE.
 RC0715'17.1 MILES NORTHEAST ALONG U.S. HIGHWAY 97 FROM THE COUNTY COURTHOUSE
 RC0715'AT GOLDENDALE, KLICKITAT COUNTY, 1.1 MILES NORTHEAST OF THE SUMMIT AT
 RC0715'SATUS PASS, ON THE OUTSIDE AND NEAR THE MIDDLE OF A CURVE JOINING TWO
 RC0715'0.1 MILE TANGENTS, ON A SLOPING SIDE HILL, 42 FEET SOUTHWEST OF THE
 RC0715'SOUTHWEST END OF A FILL ON THE SOUTHEAST SIDE OF THE HIGHWAY AND FROM
 RC0715'THE SOUTHWEST END OF A CABLE GUARDRAIL 0.2 MILE LONG, 32 FEET
 RC0715'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1-1/2 FEET LOWER THAN
 RC0715'THE HIGHWAY.  A STANDARD DISK, STAMPED 2894.627 F 42 1933 AND SET IN
 RC0715'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 RC0715
 RC0715                          STATION RECOVERY (1974)
 RC0715
 RC0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RC0715'RECOVERED IN GOOD CONDITION.
 RC0715
 RC0715                          STATION RECOVERY (1979)
 RC0715
 RC0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 RC0715'14.6 MILES NORTHEAST ALONG US HWY. 97 FROM THE WEIGH STATION AT THE
 RC0715'EXIT AT GOLDENDALE, KLICKITAT COUNTY, 0.9 MILE NORTH OF THE SUMMIT AT
 RC0715'SATUS PASS ALONG THE NEW US HWY. 97, 108 FEET WEST OF THE NEW HWY.
 RC0715'AND 30 FEET EAST OF THE CENTERLINE OF THE OLD HWY. GRADE. A STANDARD
 RC0715'DISK STAMPED 2894.627 F 42 1933 SET IN THE TOP OF A CONCRETE POST
 RC0715'PROJECTING 6 INCHES ABOVE GROUND LEVEL.
 RC0715
 RC0715                          STATION RECOVERY (1982)
 RC0715
 RC0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RC0715'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 RC0715'1.75 KM (1.1 MI) NORTHEAST ALONG BUSINESS ROUTE 97 FROM THE COURTHOUSE
 RC0715'AT GOLDENDALE, THENCE 23.9 KM (14.95 MI) NORTH ALONG US HIGHWAY 97, AT
 RC0715'THE SOUTHWEST CORNER OF THE T JUNCTION OF THE OLD ABANDON HIGHWAY,
 RC0715'1.27 KM (0.8 MI) NORTH OF THE STATUS PASS SUMMIT, 0.2 KM (0.1 MI)
 RC0715'NORTH OF MILEPOST 27, 30.5 METERS (100 FT) WEST OF THE HIGHWAY
 RC0715'CENTERLINE, 44.2 METERS (145 FT) SOUTHWEST OF THE ABRUPT EDGE OF THE
 RC0715'OLD HIGHWAY PAVEMENT, 9.75 METERS (32 FT) SOUTHEAST OF AND 0.45 METERS
 RC0715'(1.5 FT) BELOW THE OLD HIGHWAY, 8.8 METERS (29 FT) NORTHWEST OF A DIRT
 RC0715'ROAD.
 RC0715'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 RC0715'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0873 ***********************************************************************
 SC0873  DESIGNATION -  F 421
 SC0873  PID         -  SC0873
 SC0873  STATE/COUNTY-  WA/PACIFIC
 SC0873  USGS QUAD   -  ABERDEEN SE (1994)
 SC0873
 SC0873                         *CURRENT SURVEY CONTROL
 SC0873  ___________________________________________________________________
 SC0873* NAD 83(1986)-  46 45 18.     (N)    123 45 15.     (W)     SCALED    
 SC0873* NAVD 88     -        44.870  (meters)     147.21   (feet)  ADJUSTED  
 SC0873  ___________________________________________________________________
 SC0873  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SC0873  DYNAMIC HT  -          44.877 (meters)     147.23  (feet)  COMP
 SC0873  MODELED GRAV-     980,774.5   (mgal)                       NAVD 88
 SC0873
 SC0873  VERT ORDER  -  FIRST     CLASS II
 SC0873
 SC0873.The horizontal coordinates were scaled from a topographic map and have
 SC0873.an estimated accuracy of +/- 6 seconds.
 SC0873
 SC0873.The orthometric height was determined by differential leveling
 SC0873.and adjusted by the National Geodetic Survey in June 1991..
 SC0873
 SC0873.The geoid height was determined by GEOID03.
 SC0873
 SC0873.The dynamic height is computed by dividing the NAVD 88
 SC0873.geopotential number by the normal gravity value computed on the
 SC0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0873.degrees latitude (g = 980.6199 gals.).
 SC0873
 SC0873.The modeled gravity was interpolated from observed gravity values.
 SC0873
 SC0873;                    North         East    Units  Estimated Accuracy
 SC0873;SPC WA S     -   163,150.      251,460.      MT  (+/- 180 meters Scaled)
 SC0873
 SC0873                          SUPERSEDED SURVEY CONTROL
 SC0873
 SC0873  NGVD 29 (??/??/92)   43.873  (m)          143.94   (f) ADJ UNCH    1 2
 SC0873
 SC0873.Superseded values are not recommended for survey control.
 SC0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0873.See file dsdata.txt to determine how the superseded data were derived.
 SC0873
 SC0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS424782(NAD 83)
 SC0873_MARKER: DB = BENCH MARK DISK
 SC0873_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SC0873_SP_SET: CULVERT HEADWALL
 SC0873_STAMPING: F 421 1968
 SC0873_MARK LOGO: CGS   
 SC0873_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SC0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0873+STABILITY: SURFACE MOTION
 SC0873
 SC0873  HISTORY     - Date     Condition        Report By
 SC0873  HISTORY     - 1968     MONUMENTED       CGS
 SC0873  HISTORY     - 19951130 GOOD             WADT
 SC0873
 SC0873                          STATION DESCRIPTION
 SC0873
 SC0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0873'5.5 MI N FROM RAYMOND.
 SC0873'5.5 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SC0873'RAYMOND, 0.15 MILE SOUTH OF THE JUNCTION OF STREETS ROAD WEST, ABOUT
 SC0873'0.05 MILE SOUTH OF THE JUNCTION OF A GRAVELED ROAD EAST, IN R9W T15N,
 SC0873'SECTION 25, IN THE TOP AND 0.6 FOOT NORTH OF THE SOUTH END OF THE WEST
 SC0873'CONCRETE HEAD WALL OF A 3- BY 3-FOOT CONCRETE BOX CULVERT, 200 FEET
 SC0873'SOUTH AND ACROSS THE HIGHWAY FROM POWER TRANSMISSION STEEL TOWER 31,
 SC0873'25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 1/2 FEET
 SC0873'LOWER THAN THE HIGHWAY.
 SC0873
 SC0873                          STATION RECOVERY (1995)
 SC0873
 SC0873'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SC0873'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0833 ***********************************************************************
 SC0833  DESIGNATION -  F 422
 SC0833  PID         -  SC0833
 SC0833  STATE/COUNTY-  WA/PACIFIC
 SC0833  USGS QUAD   -  SOUTH BEND (1994)
 SC0833
 SC0833                         *CURRENT SURVEY CONTROL
 SC0833  ___________________________________________________________________
 SC0833* NAD 83(1986)-  46 41 57.     (N)    123 48 44.     (W)     SCALED    
 SC0833* NAVD 88     -         2.041  (meters)       6.70   (feet)  ADJUSTED  
 SC0833  ___________________________________________________________________
 SC0833  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 SC0833  DYNAMIC HT  -           2.041 (meters)       6.70  (feet)  COMP
 SC0833  MODELED GRAV-     980,784.5   (mgal)                       NAVD 88
 SC0833
 SC0833  VERT ORDER  -  FIRST     CLASS II
 SC0833
 SC0833.The horizontal coordinates were scaled from a topographic map and have
 SC0833.an estimated accuracy of +/- 6 seconds.
 SC0833
 SC0833.The orthometric height was determined by differential leveling
 SC0833.and adjusted by the National Geodetic Survey in June 1991..
 SC0833
 SC0833.The geoid height was determined by GEOID03.
 SC0833
 SC0833.The dynamic height is computed by dividing the NAVD 88
 SC0833.geopotential number by the normal gravity value computed on the
 SC0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0833.degrees latitude (g = 980.6199 gals.).
 SC0833
 SC0833.The modeled gravity was interpolated from observed gravity values.
 SC0833
 SC0833;                    North         East    Units  Estimated Accuracy
 SC0833;SPC WA S     -   157,130.      246,770.      MT  (+/- 180 meters Scaled)
 SC0833
 SC0833                          SUPERSEDED SURVEY CONTROL
 SC0833
 SC0833  NGVD 29 (??/??/92)    1.043  (m)            3.42   (f) ADJ UNCH    1 2
 SC0833
 SC0833.Superseded values are not recommended for survey control.
 SC0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0833.See file dsdata.txt to determine how the superseded data were derived.
 SC0833
 SC0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS379720(NAD 83)
 SC0833_MARKER: DB = BENCH MARK DISK
 SC0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0833_STAMPING: F 422 1968
 SC0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0833+STABILITY: SURFACE MOTION
 SC0833
 SC0833  HISTORY     - Date     Condition        Report By
 SC0833  HISTORY     - 1968     MONUMENTED       CGS
 SC0833
 SC0833                          STATION DESCRIPTION
 SC0833
 SC0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0833'5.3 MI W FROM RAYMOND.
 SC0833'0.65 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE FIRE STATION AT
 SC0833'RAYMOND, THENCE 4.65 MILES WEST ALONG STATE HIGHWAY 105, IN R9W T14N,
 SC0833'SECTION 16, AT THE JUNCTION OF A GRAVELED ROAD WEST TO WILLAPA HARBOR
 SC0833'AIRPORT, 70 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET
 SC0833'NORTH OF THE CENTER LINE OF THE ROAD, 42 FEET WEST OF POWER POLE
 SC0833'X16-22A, 53 FEET NORTHEAST AND ACROSS THE ROAD FROM TELEPHONE POLE 82,
 SC0833'6 FEET EAST OF THE EAST END OF A GATE, 1.0 FOOT SOUTH OF A FENCE, 1.2
 SC0833'FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY,
 SC0833'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 SC0833'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0019 ***********************************************************************
 SD0019  DESIGNATION -  F 423
 SD0019  PID         -  SD0019
 SD0019  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0019  USGS QUAD   -  GRAYLAND (1994)
 SD0019
 SD0019                         *CURRENT SURVEY CONTROL
 SD0019  ___________________________________________________________________
 SD0019* NAD 83(1986)-  46 51 45.     (N)    124 03 57.     (W)     SCALED    
 SD0019* NAVD 88     -        10.339  (meters)      33.92   (feet)  ADJUSTED  
 SD0019  ___________________________________________________________________
 SD0019  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 SD0019  DYNAMIC HT  -          10.341 (meters)      33.93  (feet)  COMP
 SD0019  MODELED GRAV-     980,749.5   (mgal)                       NAVD 88
 SD0019
 SD0019  VERT ORDER  -  FIRST     CLASS II
 SD0019
 SD0019.The horizontal coordinates were scaled from a topographic map and have
 SD0019.an estimated accuracy of +/- 6 seconds.
 SD0019
 SD0019.The orthometric height was determined by differential leveling
 SD0019.and adjusted by the National Geodetic Survey in June 1991..
 SD0019
 SD0019.The geoid height was determined by GEOID03.
 SD0019
 SD0019.The dynamic height is computed by dividing the NAVD 88
 SD0019.geopotential number by the normal gravity value computed on the
 SD0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0019.degrees latitude (g = 980.6199 gals.).
 SD0019
 SD0019.The modeled gravity was interpolated from observed gravity values.
 SD0019
 SD0019;                    North         East    Units  Estimated Accuracy
 SD0019;SPC WA S     -   176,110.      228,220.      MT  (+/- 180 meters Scaled)
 SD0019
 SD0019                          SUPERSEDED SURVEY CONTROL
 SD0019
 SD0019  NGVD 29 (??/??/92)    9.344  (m)           30.66   (f) ADJ UNCH    1 2
 SD0019
 SD0019.Superseded values are not recommended for survey control.
 SD0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0019.See file dsdata.txt to determine how the superseded data were derived.
 SD0019
 SD0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS187904(NAD 83)
 SD0019_MARKER: DB = BENCH MARK DISK
 SD0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SD0019_SP_SET: BRIDGE
 SD0019_STAMPING: F 423 1968
 SD0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0019
 SD0019  HISTORY     - Date     Condition        Report By
 SD0019  HISTORY     - 1968     MONUMENTED       CGS
 SD0019  HISTORY     - 1988     GOOD             USPSQD
 SD0019  HISTORY     - 1988     GOOD             USPSQD
 SD0019  HISTORY     - 1989     GOOD             USPSQD
 SD0019
 SD0019                          STATION DESCRIPTION
 SD0019
 SD0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SD0019'4.0 MI SE FROM WESTPORT.
 SD0019'2.4 MILES SOUTH ALONG MONTESANO AVENUE FROM THE POST OFFICE AT
 SD0019'WESTPORT, THENCE 1.6 MILE EAST ALONG STATE HIGHWAY 105, AT THE EAST
 SD0019'END OF A CONCRETE BRIDGE OVER SOUTH BAY, IN THE TOP AND 1.0 FOOT WEST
 SD0019'OF THE EAST END OF THE SOUTH CONCRETE CURB OF THE BRIDGE, 14 1/2 FEET
 SD0019'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 SD0019'THE HIGHWAY.
 SD0019
 SD0019                          STATION RECOVERY (1988)
 SD0019
 SD0019'RECOVERY NOTE BY US POWER SQUADRON 1988 (DJM)
 SD0019'RECOVERED IN GOOD CONDITION.
 SD0019
 SD0019                          STATION RECOVERY (1988)
 SD0019
 SD0019'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SD0019'RECOVERED IN GOOD CONDITION.
 SD0019
 SD0019                          STATION RECOVERY (1989)
 SD0019
 SD0019'RECOVERY NOTE BY US POWER SQUADRON 1989 (DJM)
 SD0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0057 ***********************************************************************
 SC0057  DESIGNATION -  F 424
 SC0057  PID         -  SC0057
 SC0057  STATE/COUNTY-  WA/LEWIS
 SC0057  USGS QUAD   -  MOSSYROCK (1993)
 SC0057
 SC0057                         *CURRENT SURVEY CONTROL
 SC0057  ___________________________________________________________________
 SC0057* NAD 83(1986)-  46 32 12.     (N)    122 22 35.     (W)     SCALED    
 SC0057* NAVD 88     -       328.750  (meters)    1078.57   (feet)  ADJUSTED  
 SC0057  ___________________________________________________________________
 SC0057  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 SC0057  DYNAMIC HT  -         328.770 (meters)    1078.64  (feet)  COMP
 SC0057  MODELED GRAV-     980,666.6   (mgal)                       NAVD 88
 SC0057
 SC0057  VERT ORDER  -  SECOND    CLASS 0
 SC0057
 SC0057.The horizontal coordinates were scaled from a topographic map and have
 SC0057.an estimated accuracy of +/- 6 seconds.
 SC0057
 SC0057.The orthometric height was determined by differential leveling
 SC0057.and adjusted by the National Geodetic Survey in June 1991..
 SC0057
 SC0057.The geoid height was determined by GEOID03.
 SC0057
 SC0057.The dynamic height is computed by dividing the NAVD 88
 SC0057.geopotential number by the normal gravity value computed on the
 SC0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0057.degrees latitude (g = 980.6199 gals.).
 SC0057
 SC0057.The modeled gravity was interpolated from observed gravity values.
 SC0057
 SC0057;                    North         East    Units  Estimated Accuracy
 SC0057;SPC WA S     -   135,460.      356,090.      MT  (+/- 180 meters Scaled)
 SC0057
 SC0057                          SUPERSEDED SURVEY CONTROL
 SC0057
 SC0057  NGVD 29 (??/??/92)  327.691  (m)         1075.10   (f) ADJ UNCH    2 0
 SC0057
 SC0057.Superseded values are not recommended for survey control.
 SC0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0057.See file dsdata.txt to determine how the superseded data were derived.
 SC0057
 SC0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES478538(NAD 83)
 SC0057_MARKER: DB = BENCH MARK DISK
 SC0057_SETTING: 66 = SET IN ROCK OUTCROP
 SC0057_SP_SET: OUTCROP
 SC0057_STAMPING: F 424 1968
 SC0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC0057+STABILITY: POSITION/ELEVATION WELL
 SC0057
 SC0057  HISTORY     - Date     Condition        Report By
 SC0057  HISTORY     - 1968     MONUMENTED       CGS
 SC0057  HISTORY     - 1984     GOOD             NGS
 SC0057
 SC0057                          STATION DESCRIPTION
 SC0057
 SC0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SC0057'5.75 MI E FROM MOSSYROCK.
 SC0057'0.2 MILE NORTH ALONG WILLIAMS STREET FROM MOSSYROCK ELEMENTARY SCHOOL
 SC0057'AT MOSSYROCK, THENCE 5.55 MILES EAST ALONG U.S. HIGHWAY 12, IN R3E
 SC0057'T12N, SECTION 12, AT THE JUNCTION OF A GRAVELED ROAD NORTHWEST, IN THE
 SC0057'TOP OF AN OUTCROP, 34 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 SC0057'HIGHWAY, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 22 FEET
 SC0057'SOUTHWEST OF THE SOUTHWEST END OF A 16-INCH PIPE CULVERT, 0.8 FOOT
 SC0057'SOUTHWEST OF A WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE
 SC0057'HIGHWAY.
 SC0057
 SC0057                          STATION RECOVERY (1984)
 SC0057
 SC0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SC0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1005 ***********************************************************************
 RC1005  DESIGNATION -  F 425
 RC1005  PID         -  RC1005
 RC1005  STATE/COUNTY-  WA/KLICKITAT
 RC1005  USGS QUAD   -  THE DALLES SOUTH (1994)
 RC1005
 RC1005                         *CURRENT SURVEY CONTROL
 RC1005  ___________________________________________________________________
 RC1005* NAD 83(1986)-  45 37 01.     (N)    121 08 46.     (W)     SCALED    
 RC1005* NAVD 88     -        66.145  (meters)     217.01   (feet)  ADJUSTED  
 RC1005  ___________________________________________________________________
 RC1005  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC1005  DYNAMIC HT  -          66.144 (meters)     217.01  (feet)  COMP
 RC1005  MODELED GRAV-     980,602.0   (mgal)                       NAVD 88
 RC1005
 RC1005  VERT ORDER  -  FIRST     CLASS I
 RC1005
 RC1005.The horizontal coordinates were scaled from a topographic map and have
 RC1005.an estimated accuracy of +/- 6 seconds.
 RC1005
 RC1005.The orthometric height was determined by differential leveling
 RC1005.and adjusted by the National Geodetic Survey in June 1991..
 RC1005
 RC1005.The geoid height was determined by GEOID03.
 RC1005
 RC1005.The dynamic height is computed by dividing the NAVD 88
 RC1005.geopotential number by the normal gravity value computed on the
 RC1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1005.degrees latitude (g = 980.6199 gals.).
 RC1005
 RC1005.The modeled gravity was interpolated from observed gravity values.
 RC1005
 RC1005;                    North         East    Units  Estimated Accuracy
 RC1005;SPC WA S     -    31,730.      449,600.      MT  (+/- 180 meters Scaled)
 RC1005
 RC1005                          SUPERSEDED SURVEY CONTROL
 RC1005
 RC1005  NGVD 29 (??/??/92)   65.146  (m)          213.73   (f) ADJ UNCH    1 1
 RC1005
 RC1005.Superseded values are not recommended for survey control.
 RC1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1005.See file dsdata.txt to determine how the superseded data were derived.
 RC1005
 RC1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR445531(NAD 83)
 RC1005_MARKER: DB = BENCH MARK DISK
 RC1005_SETTING: 66 = SET IN ROCK OUTCROP
 RC1005_SP_SET: ROCK OUTCROP
 RC1005_STAMPING: F 425 1968
 RC1005_MARK LOGO: CGS   
 RC1005_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC1005+STABILITY: POSITION/ELEVATION WELL
 RC1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC1005+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1998
 RC1005
 RC1005  HISTORY     - Date     Condition        Report By
 RC1005  HISTORY     - 1968     MONUMENTED       CGS
 RC1005  HISTORY     - 19980325 GOOD             NGS
 RC1005
 RC1005                          STATION DESCRIPTION
 RC1005
 RC1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC1005'0.25 MI N FROM DALLESPORT.
 RC1005'0.25 MILE NORTH ALONG U.S. HIGHWAY 197 FROM THE NORTH END OF COLUMBIA
 RC1005'RIVER BRIDGE AT DALLESPORT, 0.55 MILE EAST ALONG DALLESPORT ROAD FROM
 RC1005'BENCH MARK L 425, AT THE JUNCTION OF A ROAD EAST TO THE DALLES DAM AND
 RC1005'VIEWPOINT, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE
 RC1005'THE GROUND, 42 1/2 FEET NORTHEST OF THE CENTER LINE OF THE HIGHWAY,
 RC1005'117 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET WEST OF A
 RC1005'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 RC1005
 RC1005                          STATION RECOVERY (1998)
 RC1005
 RC1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 RC1005'1.8 KM (1.10 MI) NORTHERLY ALONG U.S.  HIGHWAY 197 FROM THE JUNCTION
 RC1005'OF INTERSTATE HIGHWAY 84 IN THE DALLES, OREGON, NEAR THE CENTER OF A 2
 RC1005'BY 4-FT EXPOSED AREA OF BEDROCK, 38.2 M (125.3 FT) NORTH OF THE CENTER
 RC1005'OF A ROAD LEADING EAST TO THE DALLES DAM, 12.9 M (42.3 FT) EAST OF THE
 RC1005'HIGHWAY CENTERLINE, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND 0.4 M
 RC1005'(1.3 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--THE MARK IS ON STATE
 RC1005'HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0770 ***********************************************************************
 RC0770  DESIGNATION -  F 426
 RC0770  PID         -  RC0770
 RC0770  STATE/COUNTY-  WA/KLICKITAT
 RC0770  USGS QUAD   -  BIGGS JUNCTION (1994)
 RC0770
 RC0770                         *CURRENT SURVEY CONTROL
 RC0770  ___________________________________________________________________
 RC0770* NAD 83(1986)-  45 41 32.     (N)    120 48 36.     (W)     SCALED    
 RC0770* NAVD 88     -       111.352  (meters)     365.33   (feet)  ADJUSTED  
 RC0770  ___________________________________________________________________
 RC0770  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RC0770  DYNAMIC HT  -         111.349 (meters)     365.32  (feet)  COMP
 RC0770  MODELED GRAV-     980,593.6   (mgal)                       NAVD 88
 RC0770
 RC0770  VERT ORDER  -  FIRST     CLASS I
 RC0770
 RC0770.The horizontal coordinates were scaled from a topographic map and have
 RC0770.an estimated accuracy of +/- 6 seconds.
 RC0770
 RC0770.The orthometric height was determined by differential leveling
 RC0770.and adjusted by the National Geodetic Survey in June 1991..
 RC0770
 RC0770.The geoid height was determined by GEOID03.
 RC0770
 RC0770.The dynamic height is computed by dividing the NAVD 88
 RC0770.geopotential number by the normal gravity value computed on the
 RC0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0770.degrees latitude (g = 980.6199 gals.).
 RC0770
 RC0770.The modeled gravity was interpolated from observed gravity values.
 RC0770
 RC0770;                    North         East    Units  Estimated Accuracy
 RC0770;SPC WA S     -    39,940.      475,850.      MT  (+/- 180 meters Scaled)
 RC0770
 RC0770                          SUPERSEDED SURVEY CONTROL
 RC0770
 RC0770  NGVD 29 (??/??/92)  110.363  (m)          362.08   (f) ADJ UNCH    1 1
 RC0770
 RC0770.Superseded values are not recommended for survey control.
 RC0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0770.See file dsdata.txt to determine how the superseded data were derived.
 RC0770
 RC0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR705621(NAD 83)
 RC0770_MARKER: DB = BENCH MARK DISK
 RC0770_SETTING: 66 = SET IN ROCK OUTCROP
 RC0770_SP_SET: ROCK OUTCROP
 RC0770_STAMPING: F 426 1968
 RC0770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0770+STABILITY: POSITION/ELEVATION WELL
 RC0770
 RC0770  HISTORY     - Date     Condition        Report By
 RC0770  HISTORY     - 1968     MONUMENTED       CGS
 RC0770  HISTORY     - 20060215 GOOD             USACE
 RC0770
 RC0770                          STATION DESCRIPTION
 RC0770
 RC0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0770'0.3 MI N FROM MARYHILL.
 RC0770'0.3 MILE NORTH ALONG AN ASPHALT ROAD FROM THE SPOKANE, PORTLAND AND
 RC0770'SEATTLE RAILWAY STATION AT MARYHILL, IN R16E T2N, SECTION 4, IN THE
 RC0770'TOP OF AN OUTCROP IN A CUT WHICH PROJECTS ABOUT 3 1/2 FEET ABOVE THE
 RC0770'GROUND, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, 184 FEET WEST OF
 RC0770'THE JUNCTION OF A ROAD NORTHWEST, 6.3 FEET SOUTH OF A FENCE, 2.0 FEET
 RC0770'EAST OF A WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
 RC0770
 RC0770                          STATION RECOVERY (2006)
 RC0770
 RC0770'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2006 (CLB)
 RC0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0707 ***********************************************************************
 RC0707  DESIGNATION -  F 427
 RC0707  PID         -  RC0707
 RC0707  STATE/COUNTY-  WA/KLICKITAT
 RC0707  USGS QUAD   -  LUNA GULCH (1983)
 RC0707
 RC0707                         *CURRENT SURVEY CONTROL
 RC0707  ___________________________________________________________________
 RC0707* NAD 83(1986)-  45 45 02.     (N)    120 34 13.     (W)     SCALED    
 RC0707* NAVD 88     -       133.938  (meters)     439.43   (feet)  ADJUSTED  
 RC0707  ___________________________________________________________________
 RC0707  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 RC0707  DYNAMIC HT  -         133.930 (meters)     439.40  (feet)  COMP
 RC0707  MODELED GRAV-     980,557.7   (mgal)                       NAVD 88
 RC0707
 RC0707  VERT ORDER  -  SECOND    CLASS 0
 RC0707
 RC0707.The horizontal coordinates were scaled from a topographic map and have
 RC0707.an estimated accuracy of +/- 6 seconds.
 RC0707
 RC0707.The orthometric height was determined by differential leveling
 RC0707.and adjusted by the National Geodetic Survey in June 1991..
 RC0707
 RC0707.The geoid height was determined by GEOID03.
 RC0707
 RC0707.The dynamic height is computed by dividing the NAVD 88
 RC0707.geopotential number by the normal gravity value computed on the
 RC0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0707.degrees latitude (g = 980.6199 gals.).
 RC0707
 RC0707.The modeled gravity was interpolated from observed gravity values.
 RC0707
 RC0707;                    North         East    Units  Estimated Accuracy
 RC0707;SPC WA S     -    46,380.      494,530.      MT  (+/- 180 meters Scaled)
 RC0707
 RC0707                          SUPERSEDED SURVEY CONTROL
 RC0707
 RC0707  NGVD 29 (??/??/92)  132.940  (m)          436.15   (f) ADJ UNCH    2 0
 RC0707
 RC0707.Superseded values are not recommended for survey control.
 RC0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0707.See file dsdata.txt to determine how the superseded data were derived.
 RC0707
 RC0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR889692(NAD 83)
 RC0707_MARKER: DB = BENCH MARK DISK
 RC0707_SETTING: 66 = SET IN ROCK OUTCROP
 RC0707_SP_SET: ROCK OUTCROP
 RC0707_STAMPING: F 427 1968
 RC0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RC0707+STABILITY: POSITION/ELEVATION WELL
 RC0707
 RC0707  HISTORY     - Date     Condition        Report By
 RC0707  HISTORY     - 1968     MONUMENTED       CGS
 RC0707
 RC0707                          STATION DESCRIPTION
 RC0707
 RC0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0707'13.55 MI E FROM MARYHILL.
 RC0707'1.4 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SPOKANE, PORTLAND AND
 RC0707'SEATTLE RAILWAY STATION AT MARYHILL, THENCE 12.15 MILES EAST ALONG
 RC0707'STATE HIGHWAY 14, 0.2 MILE EAST OF MILEPOST 114, 0.15 MILE WEST OF THE
 RC0707'JUNCTION OF A ROAD SOUTH AND THE CROSSING OF A POWER LINE, SET
 RC0707'VERTICALLY IN THE NORTH FACE OF A MASSIVE OUTCROP IN A CUT, 30 1/2
 RC0707'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET HIGHER THAN
 RC0707'THE HIGHWAY AND 2.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0183 ***********************************************************************
 RC0183  DESIGNATION -  F 428
 RC0183  PID         -  RC0183
 RC0183  STATE/COUNTY-  WA/KLICKITAT
 RC0183  USGS QUAD   -  SUNDALE (1971)
 RC0183
 RC0183                         *CURRENT SURVEY CONTROL
 RC0183  ___________________________________________________________________
 RC0183* NAD 83(1986)-  45 43 33.     (N)    120 17 24.     (W)     SCALED    
 RC0183* NAVD 88     -       119.918  (meters)     393.43   (feet)  ADJUSTED  
 RC0183  ___________________________________________________________________
 RC0183  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RC0183  DYNAMIC HT  -         119.916 (meters)     393.42  (feet)  COMP
 RC0183  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 RC0183
 RC0183  VERT ORDER  -  SECOND    CLASS 0
 RC0183
 RC0183.The horizontal coordinates were scaled from a topographic map and have
 RC0183.an estimated accuracy of +/- 6 seconds.
 RC0183
 RC0183.The orthometric height was determined by differential leveling
 RC0183.and adjusted by the National Geodetic Survey in June 1991..
 RC0183
 RC0183.The geoid height was determined by GEOID03.
 RC0183
 RC0183.The dynamic height is computed by dividing the NAVD 88
 RC0183.geopotential number by the normal gravity value computed on the
 RC0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0183.degrees latitude (g = 980.6199 gals.).
 RC0183
 RC0183.The modeled gravity was interpolated from observed gravity values.
 RC0183
 RC0183;                    North         East    Units  Estimated Accuracy
 RC0183;SPC WA S     -    43,650.      516,350.      MT  (+/- 180 meters Scaled)
 RC0183
 RC0183                          SUPERSEDED SURVEY CONTROL
 RC0183
 RC0183  NGVD 29 (??/??/92)  118.921  (m)          390.16   (f) ADJ UNCH    2 0
 RC0183
 RC0183.Superseded values are not recommended for survey control.
 RC0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0183.See file dsdata.txt to determine how the superseded data were derived.
 RC0183
 RC0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGR108671(NAD 83)
 RC0183_MARKER: DB = BENCH MARK DISK
 RC0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RC0183_SP_SET: CULVERT
 RC0183_STAMPING: F 428 1968
 RC0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0183+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 RC0183
 RC0183  HISTORY     - Date     Condition        Report By
 RC0183  HISTORY     - 1968     MONUMENTED       CGS
 RC0183  HISTORY     - 1989     GOOD             USPSQD
 RC0183  HISTORY     - 20040524 GOOD             USPSQD
 RC0183
 RC0183                          STATION DESCRIPTION
 RC0183
 RC0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0183'3.75 MI W FROM ROOSEVELT.
 RC0183'3.75 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 RC0183'ROOSEVELT, 0.3 MILE EAST OF MILEPOST 129, AT THE WEST END OF A CUT,
 RC0183'291 FEET WEST OF THE CENTER OF THE INTERSECTION OF A ROAD, IN THE TOP
 RC0183'OF AN OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 35 1/2
 RC0183'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14 1/2 FEET
 RC0183'NORTH-NORTHEAST OF THE CENTER OF THE NORTH END OF AN 18-INCH PIPE
 RC0183'CULVERT, 1.6 FEET WEST OF A WITNESS POST, AND ABOUT 1/2 FOOT LOWER
 RC0183'THAN THE HIGHWAY.
 RC0183
 RC0183                          STATION RECOVERY (1989)
 RC0183
 RC0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RC0183'RECOVERED IN GOOD CONDITION.
 RC0183
 RC0183                          STATION RECOVERY (2004)
 RC0183
 RC0183'RECOVERY NOTE BY US POWER SQUADRON 2004 (GDH)
 RC0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RB1100 ***********************************************************************
 RB1100  DESIGNATION -  F 429
 RB1100  PID         -  RB1100
 RB1100  STATE/COUNTY-  WA/BENTON
 RB1100  USGS QUAD   -  CROW BUTTE (1993)
 RB1100
 RB1100                         *CURRENT SURVEY CONTROL
 RB1100  ___________________________________________________________________
 RB1100* NAD 83(1986)-  45 51 55.     (N)    119 47 33.     (W)     SCALED    
 RB1100* NAVD 88     -        91.056  (meters)     298.74   (feet)  ADJUSTED  
 RB1100  ___________________________________________________________________
 RB1100  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 RB1100  DYNAMIC HT  -          91.056 (meters)     298.74  (feet)  COMP
 RB1100  MODELED GRAV-     980,617.4   (mgal)                       NAVD 88
 RB1100
 RB1100  VERT ORDER  -  SECOND    CLASS 0
 RB1100
 RB1100.The horizontal coordinates were scaled from a topographic map and have
 RB1100.an estimated accuracy of +/- 6 seconds.
 RB1100
 RB1100.The orthometric height was determined by differential leveling
 RB1100.and adjusted by the National Geodetic Survey in June 1991..
 RB1100
 RB1100.The geoid height was determined by GEOID03.
 RB1100
 RB1100.The dynamic height is computed by dividing the NAVD 88
 RB1100.geopotential number by the normal gravity value computed on the
 RB1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RB1100.degrees latitude (g = 980.6199 gals.).
 RB1100
 RB1100.The modeled gravity was interpolated from observed gravity values.
 RB1100
 RB1100;                    North         East    Units  Estimated Accuracy
 RB1100;SPC WA S     -    59,370.      554,940.      MT  (+/- 180 meters Scaled)
 RB1100
 RB1100                          SUPERSEDED SURVEY CONTROL
 RB1100
 RB1100  NGVD 29 (??/??/92)   90.040  (m)          295.41   (f) ADJ UNCH    2 0
 RB1100
 RB1100.Superseded values are not recommended for survey control.
 RB1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RB1100.See file dsdata.txt to determine how the superseded data were derived.
 RB1100
 RB1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL832828(NAD 83)
 RB1100_MARKER: DB = BENCH MARK DISK
 RB1100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RB1100_SP_SET: FOUNDATION
 RB1100_STAMPING: F 429 1968
 RB1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RB1100
 RB1100  HISTORY     - Date     Condition        Report By
 RB1100  HISTORY     - 1968     MONUMENTED       CGS
 RB1100  HISTORY     - 1989     GOOD             USPSQD
 RB1100
 RB1100                          STATION DESCRIPTION
 RB1100
 RB1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RB1100'10.6 MI SW FROM PATERSON.
 RB1100'10.6 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF STATE
 RB1100'HIGHWAY 221 AT PATERSON, AT THE JUNCTION OF AN ASPHALT ROAD SOUTH TO
 RB1100'WHITCOMB SIDING, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 RB1100'FOUNDATION WALL OF A STEEL CATTLEGUARD, 66 1/2 FEET SOUTH OF THE
 RB1100'CENTER LINE OF THE HIGHWAY, 8 1/2 FEET WEST OF THE CENTER LINE OF A
 RB1100'DRIVEWAY, 0.9 FOOT EAST OF THE NORTHWEST CORNER OF THE FOUNDATION, AND
 RB1100'ABOUT LEVEL WITH THE HIGHWAY.
 RB1100
 RB1100                          STATION RECOVERY (1989)
 RB1100
 RB1100'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RB1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0164 ***********************************************************************
 SA0164  DESIGNATION -  F 430
 SA0164  PID         -  SA0164
 SA0164  STATE/COUNTY-  WA/COLUMBIA
 SA0164  USGS QUAD   -  HUNTSVILLE (1967)
 SA0164
 SA0164                         *CURRENT SURVEY CONTROL
 SA0164  ___________________________________________________________________
 SA0164* NAD 83(1986)-  46 17 13.     (N)    118 03 35.     (W)     SCALED    
 SA0164* NAVD 88     -       433.367  (meters)    1421.80   (feet)  ADJUSTED  
 SA0164  ___________________________________________________________________
 SA0164  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 SA0164  DYNAMIC HT  -         433.344 (meters)    1421.73  (feet)  COMP
 SA0164  MODELED GRAV-     980,549.7   (mgal)                       NAVD 88
 SA0164
 SA0164  VERT ORDER  -  FIRST     CLASS I
 SA0164
 SA0164.The horizontal coordinates were scaled from a topographic map and have
 SA0164.an estimated accuracy of +/- 6 seconds.
 SA0164
 SA0164.The orthometric height was determined by differential leveling
 SA0164.and adjusted by the National Geodetic Survey in June 1991..
 SA0164
 SA0164.The geoid height was determined by GEOID03.
 SA0164
 SA0164.The dynamic height is computed by dividing the NAVD 88
 SA0164.geopotential number by the normal gravity value computed on the
 SA0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0164.degrees latitude (g = 980.6199 gals.).
 SA0164
 SA0164.The modeled gravity was interpolated from observed gravity values.
 SA0164
 SA0164;                    North         East    Units  Estimated Accuracy
 SA0164;SPC WA S     -   108,900.      688,010.      MT  (+/- 180 meters Scaled)
 SA0164
 SA0164                          SUPERSEDED SURVEY CONTROL
 SA0164
 SA0164  NGVD 29 (??/??/92)  432.377  (m)         1418.56   (f) ADJ UNCH    1 1
 SA0164
 SA0164.Superseded values are not recommended for survey control.
 SA0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0164.See file dsdata.txt to determine how the superseded data were derived.
 SA0164
 SA0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM183264(NAD 83)
 SA0164_MARKER: DB = BENCH MARK DISK
 SA0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0164_SP_SET: SIPHON
 SA0164_STAMPING: F 430 1968
 SA0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0164
 SA0164  HISTORY     - Date     Condition        Report By
 SA0164  HISTORY     - 1968     MONUMENTED       CGS
 SA0164
 SA0164                          STATION DESCRIPTION
 SA0164
 SA0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0164'5.0 MI NE FROM WAITSBURG.
 SA0164'5.0 MILES NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE JUNCTION OF STATE
 SA0164'HIGHWAY 124 AT WAITSBURG, 4.85 MILES SOUTHWEST OF DAYTON, 0.55 MILE
 SA0164'EAST OF MILEPOST 362, 0.05 MILE WEST OF A DRIVEWAY SOUTH TO A LARGE
 SA0164'TWO STORY HOUSE, IN THE TOP AND 3.3 FEET SOUTH OF THE NORTH END OF THE
 SA0164'WEST CONCRETE WALL OF AN IRRIGATION SIPHON UNDER THE HIGHWAY, 33 FEET
 SA0164'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET WEST OF THE CENTER
 SA0164'LINE OF THE DRIVEWAY, 58 FEET EAST OF POWER POLE 047400, 58 FEET WEST
 SA0164'OF A POWER POLE SUPPORTING THREE TRANSFORMERS, 1.3 FEET NORTH OF A
 SA0164'FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0353 ***********************************************************************
 SA0353  DESIGNATION -  F 431
 SA0353  PID         -  SA0353
 SA0353  STATE/COUNTY-  WA/WALLA WALLA
 SA0353  USGS QUAD   -  WALLULA (1992)
 SA0353
 SA0353                         *CURRENT SURVEY CONTROL
 SA0353  ___________________________________________________________________
 SA0353* NAD 83(1986)-  46 03 11.     (N)    118 52 48.     (W)     SCALED    
 SA0353* NAVD 88     -       135.415  (meters)     444.27   (feet)  ADJUSTED  
 SA0353  ___________________________________________________________________
 SA0353  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SA0353  DYNAMIC HT  -         135.415 (meters)     444.27  (feet)  COMP
 SA0353  MODELED GRAV-     980,614.4   (mgal)                       NAVD 88
 SA0353
 SA0353  VERT ORDER  -  FIRST     CLASS I
 SA0353
 SA0353.The horizontal coordinates were scaled from a topographic map and have
 SA0353.an estimated accuracy of +/- 6 seconds.
 SA0353
 SA0353.The orthometric height was determined by differential leveling
 SA0353.and adjusted by the National Geodetic Survey in June 1991..
 SA0353
 SA0353.The geoid height was determined by GEOID03.
 SA0353
 SA0353.The dynamic height is computed by dividing the NAVD 88
 SA0353.geopotential number by the normal gravity value computed on the
 SA0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0353.degrees latitude (g = 980.6199 gals.).
 SA0353
 SA0353.The modeled gravity was interpolated from observed gravity values.
 SA0353
 SA0353;                    North         East    Units  Estimated Accuracy
 SA0353;SPC WA S     -    81,280.      625,360.      MT  (+/- 180 meters Scaled)
 SA0353
 SA0353                          SUPERSEDED SURVEY CONTROL
 SA0353
 SA0353  NGVD 29 (??/??/92)  134.411  (m)          440.98   (f) ADJ UNCH    1 1
 SA0353
 SA0353.Superseded values are not recommended for survey control.
 SA0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0353.See file dsdata.txt to determine how the superseded data were derived.
 SA0353
 SA0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM545016(NAD 83)
 SA0353_MARKER: DB = BENCH MARK DISK
 SA0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0353_STAMPING: F 431 1968
 SA0353_MARK LOGO: CGS   
 SA0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0353+STABILITY: SURFACE MOTION
 SA0353
 SA0353  HISTORY     - Date     Condition        Report By
 SA0353  HISTORY     - 1968     MONUMENTED       CGS
 SA0353  HISTORY     - 1981     GOOD             NGS
 SA0353  HISTORY     - 20031109 GOOD             GEOCAC
 SA0353
 SA0353                          STATION DESCRIPTION
 SA0353
 SA0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0353'1.45 MI E FROM WALLULA JUNCTION.
 SA0353'1.45 MILES EAST ALONG U.S. HIGHWAY 12 FROM THE STATE TRUCK SCALES AT
 SA0353'WALLULA JUNCTION, AT THE EAST END OF A CUT, 37 FEET NORTH OF THE
 SA0353'CENTER LINE OF THE HIGHWAY, 189 FEET NORTHEAST AND ACROSS THE HIGHWAY
 SA0353'FROM MILEPOST 309, 1 1/2 FEET NORTH OF THE WEST ONE OF FIVE WHITE POST
 SA0353'WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 1.8 FEET SOUTH OF A
 SA0353'WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 SA0353'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SA0353
 SA0353                          STATION RECOVERY (1981)
 SA0353
 SA0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SA0353'RECOVERED IN GOOD CONDITION.
 SA0353
 SA0353                          STATION RECOVERY (2003)
 SA0353
 SA0353'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0186 ***********************************************************************
 SA0186  DESIGNATION -  F 432
 SA0186  PID         -  SA0186
 SA0186  STATE/COUNTY-  WA/WALLA WALLA
 SA0186  USGS QUAD   -  COLLEGE PLACE (1978)
 SA0186
 SA0186                         *CURRENT SURVEY CONTROL
 SA0186  ___________________________________________________________________
 SA0186* NAD 83(1986)-  46 04 04.     (N)    118 24 24.     (W)     SCALED    
 SA0186* NAVD 88     -       236.725  (meters)     776.66   (feet)  ADJUSTED  
 SA0186  ___________________________________________________________________
 SA0186  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 SA0186  DYNAMIC HT  -         236.719 (meters)     776.64  (feet)  COMP
 SA0186  MODELED GRAV-     980,586.8   (mgal)                       NAVD 88
 SA0186
 SA0186  VERT ORDER  -  FIRST     CLASS I
 SA0186
 SA0186.The horizontal coordinates were scaled from a topographic map and have
 SA0186.an estimated accuracy of +/- 6 seconds.
 SA0186
 SA0186.The orthometric height was determined by differential leveling
 SA0186.and adjusted by the National Geodetic Survey in June 1991..
 SA0186
 SA0186.The geoid height was determined by GEOID03.
 SA0186
 SA0186.The dynamic height is computed by dividing the NAVD 88
 SA0186.geopotential number by the normal gravity value computed on the
 SA0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0186.degrees latitude (g = 980.6199 gals.).
 SA0186
 SA0186.The modeled gravity was interpolated from observed gravity values.
 SA0186
 SA0186;                    North         East    Units  Estimated Accuracy
 SA0186;SPC WA S     -    83,780.      661,930.      MT  (+/- 180 meters Scaled)
 SA0186
 SA0186                          SUPERSEDED SURVEY CONTROL
 SA0186
 SA0186  NGVD 29 (??/??/92)  235.73   (m)          773.4    (f) COMPUTED    1 1
 SA0186
 SA0186.Superseded values are not recommended for survey control.
 SA0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0186.See file dsdata.txt to determine how the superseded data were derived.
 SA0186
 SA0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM912025(NAD 83)
 SA0186_MARKER: DB = BENCH MARK DISK
 SA0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0186_SP_SET: BUILDING
 SA0186_STAMPING: F 432 1968
 SA0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0186
 SA0186  HISTORY     - Date     Condition        Report By
 SA0186  HISTORY     - 1968     MONUMENTED       CGS
 SA0186  HISTORY     - 20030901 GOOD             GEOCAC
 SA0186
 SA0186                          STATION DESCRIPTION
 SA0186
 SA0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0186'2.95 MI W FROM WALLA WALLA.
 SA0186'0.55 MILE NORTH ALONG 13TH AVENUE FROM THE UNION PACIFIC RAILROAD
 SA0186'STATION AT WALLA WALLA, THENCE 2.4 MILES WEST ALONG U.S. HIGHWAY 12,
 SA0186'IN R35E T7N, SECTION 23, 0.55 MILE WEST OF MILEPOST 334, AT THE WALLA
 SA0186'WALLA SUBSTATION OF BONNEVILLE POWER ADMINISTRATION BUILDING, SET
 SA0186'VERTICALLY IN THE WEST FACE OF THE BUILDING, 134 FEET NORTH OF THE
 SA0186'CENTER LINE OF THE HIGHWAY, 55 FEET EAST OF THE CENTER LINE OF A
 SA0186'DRIVEWAY TO SUBSTATION, 2.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 SA0186'BUILDING, AND ABOUT 1/2 FOOT ABOVE THE GROUND.
 SA0186
 SA0186                          STATION RECOVERY (2003)
 SA0186
 SA0186'RECOVERY NOTE BY GEOCACHING 2003 (JLH)
 SA0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC0733 ***********************************************************************
 RC0733  DESIGNATION -  F 433
 RC0733  PID         -  RC0733
 RC0733  STATE/COUNTY-  WA/KLICKITAT
 RC0733  USGS QUAD   -  GOLDENDALE (1983)
 RC0733
 RC0733                         *CURRENT SURVEY CONTROL
 RC0733  ___________________________________________________________________
 RC0733* NAD 83(1986)-  45 50 38.     (N)    120 47 48.     (W)     SCALED    
 RC0733* NAVD 88     -       524.545  (meters)    1720.94   (feet)  ADJUSTED  
 RC0733  ___________________________________________________________________
 RC0733  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 RC0733  DYNAMIC HT  -         524.505 (meters)    1720.81  (feet)  COMP
 RC0733  MODELED GRAV-     980,523.3   (mgal)                       NAVD 88
 RC0733
 RC0733  VERT ORDER  -  FIRST     CLASS I
 RC0733
 RC0733.The horizontal coordinates were scaled from a topographic map and have
 RC0733.an estimated accuracy of +/- 6 seconds.
 RC0733
 RC0733.The orthometric height was determined by differential leveling
 RC0733.and adjusted by the National Geodetic Survey in June 1991..
 RC0733
 RC0733.The geoid height was determined by GEOID03.
 RC0733
 RC0733.The dynamic height is computed by dividing the NAVD 88
 RC0733.geopotential number by the normal gravity value computed on the
 RC0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC0733.degrees latitude (g = 980.6199 gals.).
 RC0733
 RC0733.The modeled gravity was interpolated from observed gravity values.
 RC0733
 RC0733;                    North         East    Units  Estimated Accuracy
 RC0733;SPC WA S     -    56,790.      476,960.      MT  (+/- 180 meters Scaled)
 RC0733
 RC0733                          SUPERSEDED SURVEY CONTROL
 RC0733
 RC0733  NGVD 29 (??/??/92)  523.552  (m)         1717.69   (f) ADJ UNCH    1 1
 RC0733
 RC0733.Superseded values are not recommended for survey control.
 RC0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC0733.See file dsdata.txt to determine how the superseded data were derived.
 RC0733
 RC0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR710790(NAD 83)
 RC0733_MARKER: DB = BENCH MARK DISK
 RC0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RC0733_SP_SET: BRIDGE CURB
 RC0733_STAMPING: F 433 1968
 RC0733_MARK LOGO: CGS   
 RC0733_MAGNETIC: N = NO MAGNETIC MATERIAL
 RC0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RC0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RC0733+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1998
 RC0733
 RC0733  HISTORY     - Date     Condition        Report By
 RC0733  HISTORY     - 1968     MONUMENTED       CGS
 RC0733  HISTORY     - 19890905 GOOD             USPSQD
 RC0733  HISTORY     - 19980715 GOOD             NGS
 RC0733
 RC0733                          STATION DESCRIPTION
 RC0733
 RC0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RC0733'2.35 MI NE FROM GOLDENDALE.
 RC0733'2.35 MILES NORTHEAST ALONG U.S. HIGHWAY 97 FROM THE COURTHOUSE AT
 RC0733'GOLDENDALE, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 RC0733'CURB OF A BRIDGE OVER LITTLE KLICKITAT RIVER, 14 FEET NORTHWEST OF THE
 RC0733'CENTER LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF THE SOUTHWEST END OF
 RC0733'THE BRIDGE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 RC0733
 RC0733                          STATION RECOVERY (1989)
 RC0733
 RC0733'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 RC0733'RECOVERED IN GOOD CONDITION.
 RC0733
 RC0733                          STATION RECOVERY (1998)
 RC0733
 RC0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 RC0733'0.2 KM (0.10 MI) NORTHERLY ALONG COLUMBUS AVENUE FROM THE COURTHOUSE
 RC0733'IN GOLDENDALE, THENCE 1.7 KM (1.05 MI) EASTERLY ALONG BROADWAY, THENCE
 RC0733'2.1 KM (1.30 MI) NORTHERLY ALONG U.S.  HIGHWAY 97, NEAR THE SOUTHEAST
 RC0733'END OF THE NORTHWEST CONCRETE CURB OF A HIGHWAY BRIDGE SPANNING THE
 RC0733'LITTLE KLICKITAT RIVER, 4.4 M (14.4 FT) NORTHWEST OF THE HIGHWAY
 RC0733'CENTERLINE, 0.6 M (2.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE CURB,
 RC0733'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE MARK IS
 RC0733'ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0054 ***********************************************************************
 SA0054  DESIGNATION -  F 434
 SA0054  PID         -  SA0054
 SA0054  STATE/COUNTY-  WA/FRANKLIN
 SA0054  USGS QUAD   -  SPERRY (1981)
 SA0054
 SA0054                         *CURRENT SURVEY CONTROL
 SA0054  ___________________________________________________________________
 SA0054* NAD 83(1986)-  46 41 54.     (N)    118 25 11.     (W)     SCALED    
 SA0054* NAVD 88     -       293.382  (meters)     962.54   (feet)  ADJUSTED  
 SA0054  ___________________________________________________________________
 SA0054  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SA0054  DYNAMIC HT  -         293.391 (meters)     962.57  (feet)  COMP
 SA0054  MODELED GRAV-     980,635.2   (mgal)                       NAVD 88
 SA0054
 SA0054  VERT ORDER  -  SECOND    CLASS 0
 SA0054
 SA0054.The horizontal coordinates were scaled from a topographic map and have
 SA0054.an estimated accuracy of +/- 6 seconds.
 SA0054
 SA0054.The orthometric height was determined by differential leveling
 SA0054.and adjusted by the National Geodetic Survey in June 1991..
 SA0054
 SA0054.The geoid height was determined by GEOID03.
 SA0054
 SA0054.The dynamic height is computed by dividing the NAVD 88
 SA0054.geopotential number by the normal gravity value computed on the
 SA0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0054.degrees latitude (g = 980.6199 gals.).
 SA0054
 SA0054.The modeled gravity was interpolated from observed gravity values.
 SA0054
 SA0054;                    North         East    Units  Estimated Accuracy
 SA0054;SPC WA S     -   153,820.      659,070.      MT  (+/- 180 meters Scaled)
 SA0054
 SA0054                          SUPERSEDED SURVEY CONTROL
 SA0054
 SA0054  NGVD 29 (??/??/92)  292.350  (m)          959.15   (f) ADJ UNCH    2 0
 SA0054
 SA0054.Superseded values are not recommended for survey control.
 SA0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0054.See file dsdata.txt to determine how the superseded data were derived.
 SA0054
 SA0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM914726(NAD 83)
 SA0054_MARKER: DB = BENCH MARK DISK
 SA0054_SETTING: 80 = SET IN A BOULDER
 SA0054_STAMPING: F 434 1968
 SA0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0054+STABILITY: SURFACE MOTION
 SA0054
 SA0054  HISTORY     - Date     Condition        Report By
 SA0054  HISTORY     - 1968     MONUMENTED       CGS
 SA0054  HISTORY     - 1969     GOOD             NGS
 SA0054
 SA0054                          STATION DESCRIPTION
 SA0054
 SA0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0054'6.2 MI SW FROM WASHTUCNA.
 SA0054'6.2 MILES SOUTHWEST ALONG STATE HIGHWAY 260 FROM THE POST OFFICE AT
 SA0054'WASHTUCNA, 0.35 MILE SOUTHWEST OF THE JUNCTION OF MCADAMS-LYONS FERRY
 SA0054'ROAD, 0.2 MILE NORTHEAST OF THE JUNCTION OF A GRAVELED ROAD, 0.1 MILE
 SA0054'SOUTHWEST OF MILEPOST 33, IN THE TOP OF A LARGE BOULDER PROJECTING
 SA0054'ABOUT 1 1/2 FEET ABOVE THE GROUND, 44 FEET NORTHWEST OF THE CENTER
 SA0054'LINE OF THE HIGHWAY, 114 FEET NORTHEAST OF A POWER POLE, 17.5 FEET
 SA0054'NORTHWEST OF A FENCE, 1.9 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT
 SA0054'2 FEET HIGHER THAN THE HIGHWAY.
 SA0054
 SA0054                          STATION RECOVERY (1969)
 SA0054
 SA0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 SA0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0087 ***********************************************************************
 SA0087  DESIGNATION -  F 435
 SA0087  PID         -  SA0087
 SA0087  STATE/COUNTY-  WA/WHITMAN
 SA0087  USGS QUAD   -  RATTLESNAKE CANYON (1981)
 SA0087
 SA0087                         *CURRENT SURVEY CONTROL
 SA0087  ___________________________________________________________________
 SA0087* NAD 83(1986)-  46 45 55.     (N)    118 00 48.     (W)     SCALED    
 SA0087* NAVD 88     -       370.556  (meters)    1215.73   (feet)  ADJUSTED  
 SA0087  ___________________________________________________________________
 SA0087  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 SA0087  DYNAMIC HT  -         370.564 (meters)    1215.76  (feet)  COMP
 SA0087  MODELED GRAV-     980,623.4   (mgal)                       NAVD 88
 SA0087
 SA0087  VERT ORDER  -  SECOND    CLASS 0
 SA0087
 SA0087.The horizontal coordinates were scaled from a topographic map and have
 SA0087.an estimated accuracy of +/- 6 seconds.
 SA0087
 SA0087.The orthometric height was determined by differential leveling
 SA0087.and adjusted by the National Geodetic Survey in June 1991..
 SA0087
 SA0087.The geoid height was determined by GEOID03.
 SA0087
 SA0087.The dynamic height is computed by dividing the NAVD 88
 SA0087.geopotential number by the normal gravity value computed on the
 SA0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0087.degrees latitude (g = 980.6199 gals.).
 SA0087
 SA0087.The modeled gravity was interpolated from observed gravity values.
 SA0087
 SA0087;                    North         East    Units  Estimated Accuracy
 SA0087;SPC WA S     -   162,160.      689,910.      MT  (+/- 180 meters Scaled)
 SA0087
 SA0087                          SUPERSEDED SURVEY CONTROL
 SA0087
 SA0087  NGVD 29 (??/??/92)  369.545  (m)         1212.42   (f) ADJ UNCH    2 0
 SA0087
 SA0087.Superseded values are not recommended for survey control.
 SA0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0087.See file dsdata.txt to determine how the superseded data were derived.
 SA0087
 SA0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM226795(NAD 83)
 SA0087_MARKER: DB = BENCH MARK DISK
 SA0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0087_SP_SET: CULVERT
 SA0087_STAMPING: F 435 1968
 SA0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0087
 SA0087  HISTORY     - Date     Condition        Report By
 SA0087  HISTORY     - 1968     MONUMENTED       CGS
 SA0087
 SA0087                          STATION DESCRIPTION
 SA0087
 SA0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SA0087'7.75 MI SW FROM LA CROSSE.
 SA0087'3.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD AND AN ASPHALT
 SA0087'ROAD FROM THE STATION AT LA CROSSE, THENCE 4.4 MILES SOUTHWEST ALONG
 SA0087'STATE HIGHWAY 26, 0.15 MILE SOUTHWEST OF MILEPOST 99, IN THE TOP AND
 SA0087'0.8 FOOT WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A
 SA0087'CONCRETE BOX CULVERT AND STOCK UNDERCROSSING, 14 FEET NORTH OF THE
 SA0087'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1162 ***********************************************************************
 RZ1162  DESIGNATION -  F 436
 RZ1162  PID         -  RZ1162
 RZ1162  STATE/COUNTY-  WA/COLUMBIA
 RZ1162  USGS QUAD   -  DELANEY (1981)
 RZ1162
 RZ1162                         *CURRENT SURVEY CONTROL
 RZ1162  ___________________________________________________________________
 RZ1162* NAD 83(1986)-  46 31 38.     (N)    117 55 19.     (W)     SCALED    
 RZ1162* NAVD 88     -       316.770  (meters)    1039.27   (feet)  ADJUSTED  
 RZ1162  ___________________________________________________________________
 RZ1162  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 RZ1162  DYNAMIC HT  -         316.765 (meters)    1039.25  (feet)  COMP
 RZ1162  MODELED GRAV-     980,590.5   (mgal)                       NAVD 88
 RZ1162
 RZ1162  VERT ORDER  -  FIRST     CLASS I
 RZ1162
 RZ1162.The horizontal coordinates were scaled from a topographic map and have
 RZ1162.an estimated accuracy of +/- 6 seconds.
 RZ1162
 RZ1162.The orthometric height was determined by differential leveling
 RZ1162.and adjusted by the National Geodetic Survey in June 1991..
 RZ1162
 RZ1162.The geoid height was determined by GEOID03.
 RZ1162
 RZ1162.The dynamic height is computed by dividing the NAVD 88
 RZ1162.geopotential number by the normal gravity value computed on the
 RZ1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1162.degrees latitude (g = 980.6199 gals.).
 RZ1162
 RZ1162.The modeled gravity was interpolated from observed gravity values.
 RZ1162
 RZ1162;                    North         East    Units  Estimated Accuracy
 RZ1162;SPC WA S     -   135,930.      697,750.      MT  (+/- 180 meters Scaled)
 RZ1162
 RZ1162                          SUPERSEDED SURVEY CONTROL
 RZ1162
 RZ1162  NGVD 29 (??/??/92)  315.804  (m)         1036.10   (f) ADJ UNCH    1 1
 RZ1162
 RZ1162.Superseded values are not recommended for survey control.
 RZ1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1162.See file dsdata.txt to determine how the superseded data were derived.
 RZ1162
 RZ1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM292530(NAD 83)
 RZ1162_MARKER: DB = BENCH MARK DISK
 RZ1162_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1162_SP_SET: OUTCROP
 RZ1162_STAMPING: F 436 1968
 RZ1162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1162+STABILITY: POSITION/ELEVATION WELL
 RZ1162
 RZ1162  HISTORY     - Date     Condition        Report By
 RZ1162  HISTORY     - 1968     MONUMENTED       CGS
 RZ1162
 RZ1162                          STATION DESCRIPTION
 RZ1162
 RZ1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ1162'17.55 MI NE FROM DAYTON.
 RZ1162'17.55 MILES NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT
 RZ1162'DAYTON, IN R39E T12N, SECTION 15, 0.1 MILE NORTHEAST OF MILEPOST 385,
 RZ1162'SET VERTICALLY IN THE NORTHWEST FACE OF A LARGE OUTCROP, 121 FEET
 RZ1162'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 8.2 FEET SOUTHEAST OF A
 RZ1162'FENCE, ABOUT 8 FEET HIGHER THAN THE HIGHWAY AND 3 FEET ABOVE THE
 RZ1162'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1916 ***********************************************************************
 RZ1916  DESIGNATION -  F 437 RESET
 RZ1916  PID         -  RZ1916
 RZ1916  STATE/COUNTY-  WA/GARFIELD
 RZ1916  USGS QUAD   -  ALPOWA RIDGE (1971)
 RZ1916
 RZ1916                         *CURRENT SURVEY CONTROL
 RZ1916  ___________________________________________________________________
 RZ1916* NAD 83(1986)-  46 27 21.     (N)    117 28 19.     (W)     SCALED    
 RZ1916* NAVD 88     -       711.97   (meters)    2335.9    (feet)  RESET     
 RZ1916  ___________________________________________________________________
 RZ1916  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 RZ1916
 RZ1916  VERT ORDER  -  THIRD
 RZ1916
 RZ1916.The horizontal coordinates were scaled from a topographic map and have
 RZ1916.an estimated accuracy of +/- 6 seconds.
 RZ1916
 RZ1916.The orthometric height was computed from unverified reset data.
 RZ1916
 RZ1916.The geoid height was determined by GEOID03.
 RZ1916
 RZ1916;                    North         East    Units  Estimated Accuracy
 RZ1916;SPC WA S     -   129,230.      732,550.      MT  (+/- 180 meters Scaled)
 RZ1916
 RZ1916                          SUPERSEDED SURVEY CONTROL
 RZ1916
 RZ1916  NGVD 29 (12/17/02)  710.95   (m)         2332.5    (f) RESET       3  
 RZ1916
 RZ1916.Superseded values are not recommended for survey control.
 RZ1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1916.See file dsdata.txt to determine how the superseded data were derived.
 RZ1916
 RZ1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM637448(NAD 83)
 RZ1916_MARKER: DV = VERTICAL CONTROL DISK
 RZ1916_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1916_SP_SET: ROCK OUTCROP
 RZ1916_STAMPING: F 437 RESET 1978
 RZ1916_MARK LOGO: NGS   
 RZ1916_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1916+STABILITY: POSITION/ELEVATION WELL
 RZ1916
 RZ1916  HISTORY     - Date     Condition        Report By
 RZ1916  HISTORY     - 1978     MONUMENTED       WADT
 RZ1916
 RZ1916                          STATION DESCRIPTION
 RZ1916
 RZ1916'DESCRIBED BY WA DEPT OF TRANSP 1978
 RZ1916'0.6 MILES (1.0 KM) EAST ALONG US HIGHWAY 12 FROM THE COURTHOUSE IN
 RZ1916'POMEROY, 0.2 MILE (0.3 KM) EAST OF MILEPOST 410, SET HORIZONTALLY IN
 RZ1916'THE SOUTHWEST POINT OF AN OUTCROP AT THE END OF A CUT, 51 FEET (15.5
 RZ1916'M) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY ACROSS THE FENCE
 RZ1916'APPROXIMATELY ON THE RIGHT-OF-WAY LINE, 272 FEET (82.9 M) SOUTHEAST
 RZ1916'OF THE CENTER OF THE JUNCTION OF A DRIVEWAY SOUTHWEST TO A HOUSE,
 RZ1916'ABOUT 10 FEET (3.0 M) HIGHER THAN THE HIGHWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1777 ***********************************************************************
 RC1777  DESIGNATION -  F 44
 RC1777  PID         -  RC1777
 RC1777  STATE/COUNTY-  WA/SKAMANIA
 RC1777  USGS QUAD   -  MT DEFIANCE (1994)
 RC1777
 RC1777                         *CURRENT SURVEY CONTROL
 RC1777  ___________________________________________________________________
 RC1777* NAD 83(1986)-  45 42 36.     (N)    121 39 31.     (W)     SCALED    
 RC1777* NAVD 88     -        33.354  (meters)     109.43   (feet)  ADJUSTED  
 RC1777  ___________________________________________________________________
 RC1777  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RC1777  DYNAMIC HT  -          33.353 (meters)     109.43  (feet)  COMP
 RC1777  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 RC1777
 RC1777  VERT ORDER  -  FIRST     CLASS II
 RC1777
 RC1777.The horizontal coordinates were scaled from a topographic map and have
 RC1777.an estimated accuracy of +/- 6 seconds.
 RC1777
 RC1777.The orthometric height was determined by differential leveling
 RC1777.and adjusted by the National Geodetic Survey in June 1991..
 RC1777
 RC1777.The geoid height was determined by GEOID03.
 RC1777
 RC1777.The dynamic height is computed by dividing the NAVD 88
 RC1777.geopotential number by the normal gravity value computed on the
 RC1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RC1777.degrees latitude (g = 980.6199 gals.).
 RC1777
 RC1777.The modeled gravity was interpolated from observed gravity values.
 RC1777
 RC1777;                    North         East    Units  Estimated Accuracy
 RC1777;SPC WA S     -    42,530.      409,780.      MT  (+/- 180 meters Scaled)
 RC1777
 RC1777                          SUPERSEDED SURVEY CONTROL
 RC1777
 RC1777  NGVD 29 (??/??/92)   32.327  (m)          106.06   (f) ADJ UNCH    1 2
 RC1777
 RC1777.Superseded values are not recommended for survey control.
 RC1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1777.See file dsdata.txt to determine how the superseded data were derived.
 RC1777
 RC1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR044627(NAD 83)
 RC1777_MARKER: DB = BENCH MARK DISK
 RC1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1777_STAMPING: F 44 1933 105.892
 RC1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1777+STABILITY: SURFACE MOTION
 RC1777
 RC1777  HISTORY     - Date     Condition        Report By
 RC1777  HISTORY     - 1933     MONUMENTED       CGS
 RC1777  HISTORY     - 1935     GOOD             NGS
 RC1777  HISTORY     - 1973     POOR             NGS
 RC1777
 RC1777                          STATION DESCRIPTION
 RC1777
 RC1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RC1777'IN COOKS.
 RC1777'AT COOKS, SKAMANIA COUNTY, 3 FEET NORTHEAST OF THE NORTHEAST END OF
 RC1777'THE SPOKANE, PORTLAND AND SEATTLE RAILWAY STATION, 108 FEET SOUTHWEST
 RC1777'OF THE CENTER OF THE RAILWAY WATER TANK, AND 30 FEET NORTHWEST OF THE
 RC1777'CENTER OF THE MAIN TRACK.  A STANDARD DISK, STAMPED F 44 1933, SET IN
 RC1777'THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 7 INCHES ABOVE
 RC1777'THE GROUND AND LEVEL WITH THE TRACK.
 RC1777
 RC1777                          STATION RECOVERY (1973)
 RC1777
 RC1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 RC1777'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0126 ***********************************************************************
 SD0126  DESIGNATION -  F 443
 SD0126  PID         -  SD0126
 SD0126  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0126  USGS QUAD   -  SHALE SLOUGH (1993)
 SD0126
 SD0126                         *CURRENT SURVEY CONTROL
 SD0126  ___________________________________________________________________
 SD0126* NAD 83(1986)-  47 15 15.     (N)    124 13 05.     (W)     SCALED    
 SD0126* NAVD 88     -        34.741  (meters)     113.98   (feet)  ADJUSTED  
 SD0126  ___________________________________________________________________
 SD0126  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 SD0126  DYNAMIC HT  -          34.746 (meters)     114.00  (feet)  COMP
 SD0126  MODELED GRAV-     980,753.4   (mgal)                       NAVD 88
 SD0126
 SD0126  VERT ORDER  -  SECOND    CLASS I
 SD0126
 SD0126.The horizontal coordinates were scaled from a topographic map and have
 SD0126.an estimated accuracy of +/- 6 seconds.
 SD0126
 SD0126.The orthometric height was determined by differential leveling
 SD0126.and adjusted by the National Geodetic Survey in June 1991..
 SD0126
 SD0126.The geoid height was determined by GEOID03.
 SD0126
 SD0126.The dynamic height is computed by dividing the NAVD 88
 SD0126.geopotential number by the normal gravity value computed on the
 SD0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0126.degrees latitude (g = 980.6199 gals.).
 SD0126
 SD0126.The modeled gravity was interpolated from observed gravity values.
 SD0126
 SD0126;                    North         East    Units  Estimated Accuracy
 SD0126;SPC WA S     -   220,140.      218,670.      MT  (+/- 180 meters Scaled)
 SD0126
 SD0126                          SUPERSEDED SURVEY CONTROL
 SD0126
 SD0126  NGVD 29 (??/??/92)   33.719  (m)          110.63   (f) ADJ UNCH    2 1
 SD0126
 SD0126.Superseded values are not recommended for survey control.
 SD0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0126.See file dsdata.txt to determine how the superseded data were derived.
 SD0126
 SD0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT078341(NAD 83)
 SD0126_MARKER: DB = BENCH MARK DISK
 SD0126_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 SD0126_SP_SET: UNSPECIFIED DEEP
 SD0126_STAMPING: F 443 1977
 SD0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0126+STABILITY: SURFACE MOTION
 SD0126
 SD0126  HISTORY     - Date     Condition        Report By
 SD0126  HISTORY     - 1977     MONUMENTED       NGS
 SD0126  HISTORY     - 1987     GOOD             USPSQD
 SD0126
 SD0126                          STATION DESCRIPTION
 SD0126
 SD0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0126'1.8 MI NORTH FROM MOCLIPS.
 SD0126'1.8 MILES NORTH ALONG STATE HIGHWAY 109 FROM THE POST OFFICE AT
 SD0126'MOCLIPS, 31 FT NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND
 SD0126'6.5 FT NORTHEAST OF THE THIRD TELEPHONE POLE SOUTHEAST OF MILE
 SD0126'POST 33. A DISK ON TOP OF AN ALUMINUM ROD, ACCESS HAD THROUGH A
 SD0126'4-INCH PLASTIC CAP ENCASED IN CONCRETE.
 SD0126'ROD IS SET TO A DEPTH OF 32 FEET ENCASED IN A PIPE FLUSH WITH THE
 SD0126'GROUND.  4 FEET BELOW HIGHWAY.  1 FOOT NORTHWEST OF A WITNESS POST.
 SD0126
 SD0126                          STATION RECOVERY (1987)
 SD0126
 SD0126'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 SD0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0102 ***********************************************************************
 SD0102  DESIGNATION -  F 444
 SD0102  PID         -  SD0102
 SD0102  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0102  USGS QUAD   -  CARLISLE (1994)
 SD0102
 SD0102                         *CURRENT SURVEY CONTROL
 SD0102  ___________________________________________________________________
 SD0102* NAD 83(1986)-  47 10 53.     (N)    124 01 18.     (W)     SCALED    
 SD0102* NAVD 88     -        31.125  (meters)     102.12   (feet)  ADJUSTED  
 SD0102  ___________________________________________________________________
 SD0102  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SD0102  DYNAMIC HT  -          31.129 (meters)     102.13  (feet)  COMP
 SD0102  MODELED GRAV-     980,759.7   (mgal)                       NAVD 88
 SD0102
 SD0102  VERT ORDER  -  SECOND    CLASS I
 SD0102
 SD0102.The horizontal coordinates were scaled from a topographic map and have
 SD0102.an estimated accuracy of +/- 6 seconds.
 SD0102
 SD0102.The orthometric height was determined by differential leveling
 SD0102.and adjusted by the National Geodetic Survey in June 1991..
 SD0102
 SD0102.The geoid height was determined by GEOID03.
 SD0102
 SD0102.The dynamic height is computed by dividing the NAVD 88
 SD0102.geopotential number by the normal gravity value computed on the
 SD0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0102.degrees latitude (g = 980.6199 gals.).
 SD0102
 SD0102.The modeled gravity was interpolated from observed gravity values.
 SD0102
 SD0102;                    North         East    Units  Estimated Accuracy
 SD0102;SPC WA S     -   211,380.      233,160.      MT  (+/- 180 meters Scaled)
 SD0102
 SD0102                          SUPERSEDED SURVEY CONTROL
 SD0102
 SD0102  NGVD 29 (??/??/92)   30.103  (m)           98.76   (f) ADJ UNCH    2 1
 SD0102
 SD0102.Superseded values are not recommended for survey control.
 SD0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0102.See file dsdata.txt to determine how the superseded data were derived.
 SD0102
 SD0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT225258(NAD 83)
 SD0102_MARKER: DB = BENCH MARK DISK
 SD0102_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 SD0102_SP_SET: UNSPECIFIED DEEP
 SD0102_STAMPING: F 444 1977
 SD0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0102+STABILITY: SURFACE MOTION
 SD0102
 SD0102  HISTORY     - Date     Condition        Report By
 SD0102  HISTORY     - 1977     MONUMENTED       NGS
 SD0102  HISTORY     - 1989     GOOD             USPSQD
 SD0102
 SD0102                          STATION DESCRIPTION
 SD0102
 SD0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0102'6.2 MI WEST FROM HUMPTULIPS.
 SD0102'6.2 MILES WEST ALONG COPALIS CROSSING ROAD FROM THE POST OFFICE
 SD0102'AT HUMPTULIPS, 26 FT WEST OF THE CENTER LINE OF THE ROAD, 48
 SD0102'FT SOUTH OF THE CENTER LINE OF A GRAVEL ROAD AND 2.4 FT WEST
 SD0102'OF POWER POLE H 23 31. A DISK ON TOP OF AN ALUMINUM ROD, ACCESS
 SD0102'HAD THROUGH A 4-INCH PLASTIC CAP ENCASED IN CONCRETE.
 SD0102'5/8-INCH COPPER-COATED STEEL ROD IS SET TO A DEPTH OF 4 FEET ENCASED
 SD0102'IN A PIPE PROJECTING 2 INCHES.  1 FOOT BELOW ROAD.  2 FEET SOUTH OF A
 SD0102'WITNESS POST.
 SD0102
 SD0102                          STATION RECOVERY (1989)
 SD0102
 SD0102'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 SD0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0178 ***********************************************************************
 TS0178  DESIGNATION -  F 445
 TS0178  PID         -  TS0178
 TS0178  STATE/COUNTY-  WA/CLALLAM
 TS0178  USGS QUAD   -  MAKAH BAY (1984)
 TS0178
 TS0178                         *CURRENT SURVEY CONTROL
 TS0178  ___________________________________________________________________
 TS0178* NAD 83(1986)-  48 20 51.     (N)    124 39 55.     (W)     SCALED    
 TS0178* NAVD 88     -         3.388  (meters)      11.12   (feet)  ADJUSTED  
 TS0178  ___________________________________________________________________
 TS0178  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 TS0178  DYNAMIC HT  -           3.389 (meters)      11.12  (feet)  COMP
 TS0178  MODELED GRAV-     980,912.1   (mgal)                       NAVD 88
 TS0178
 TS0178  VERT ORDER  -  SECOND    CLASS I
 TS0178
 TS0178.The horizontal coordinates were scaled from a topographic map and have
 TS0178.an estimated accuracy of +/- 6 seconds.
 TS0178
 TS0178.The orthometric height was determined by differential leveling
 TS0178.and adjusted by the National Geodetic Survey in June 1991..
 TS0178
 TS0178.The geoid height was determined by GEOID03.
 TS0178
 TS0178.The dynamic height is computed by dividing the NAVD 88
 TS0178.geopotential number by the normal gravity value computed on the
 TS0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0178.degrees latitude (g = 980.6199 gals.).
 TS0178
 TS0178.The modeled gravity was interpolated from observed gravity values.
 TS0178
 TS0178;                    North         East    Units  Estimated Accuracy
 TS0178;SPC WA N     -   156,890.      216,100.      MT  (+/- 180 meters Scaled)
 TS0178
 TS0178                          SUPERSEDED SURVEY CONTROL
 TS0178
 TS0178  NGVD 29 (??/??/92)    2.251  (m)            7.39   (f) ADJ UNCH    2 1
 TS0178
 TS0178.Superseded values are not recommended for survey control.
 TS0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0178.See file dsdata.txt to determine how the superseded data were derived.
 TS0178
 TS0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU766562(NAD 83)
 TS0178_MARKER: DB = BENCH MARK DISK
 TS0178_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TS0178+WITH SETTING: INTO GROUND
 TS0178_SP_SET: 4-FT METAL ROD WITH BASE PLATE
 TS0178_STAMPING: F 445 1977
 TS0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0178+STABILITY: SURFACE MOTION
 TS0178
 TS0178  HISTORY     - Date     Condition        Report By
 TS0178  HISTORY     - 1977     MONUMENTED       NGS
 TS0178  HISTORY     - 19980630 MARK NOT FOUND   NGS
 TS0178
 TS0178                          STATION DESCRIPTION
 TS0178
 TS0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TS0178'NEAH BAY.
 TS0178'0.55 MI SOUTHWEST ALONG BAYVIEW AVENUE FROM THE POST OFFICE AT
 TS0178'NEAH BAY. THENCE 2.4 MI SOUTH ALONG STATE HIGHWAY NUMBER 1,
 TS0178'THENCE 0.05 MI SOUTH ALONG A PAVED ROAD LEADING TO THE MAKAH AIR
 TS0178'FORCE STATION, 28.3 FT WEST OF THE CENTER LINE OF THE PAVED ROAD,
 TS0178'175 FT NORTH OF THE CENTER LINE OF THE PAVED DRIVE LEADING TO
 TS0178'THE MAKAH AIR FORCE STATION AND 2 FT WEST OF A POWER POLE BEARING
 TS0178'3 TRANSFORMERS AND BRACED WITH 2 GUIDE LINES.
 TS0178
 TS0178                          STATION RECOVERY (1998)
 TS0178
 TS0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 TS0178'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0115 ***********************************************************************
 RD0115  DESIGNATION -  F 45
 RD0115  PID         -  RD0115
 RD0115  STATE/COUNTY-  WA/CLARK
 RD0115  USGS QUAD   -  WASHOUGAL (1994)
 RD0115
 RD0115                         *CURRENT SURVEY CONTROL
 RD0115  ___________________________________________________________________
 RD0115* NAD 83(1986)-  45 34 37.     (N)    122 19 57.     (W)     SCALED    
 RD0115* NAVD 88     -        15.680  (meters)      51.44   (feet)  POSTED    
 RD0115  ___________________________________________________________________
 RD0115  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 RD0115  DYNAMIC HT  -          15.680 (meters)      51.44  (feet)  COMP
 RD0115  MODELED GRAV-     980,616.0   (mgal)                       NAVD 88
 RD0115
 RD0115  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RD0115
 RD0115.The horizontal coordinates were scaled from a topographic map and have
 RD0115.an estimated accuracy of +/- 6 seconds.
 RD0115
 RD0115.The orthometric height was determined by differential leveling
 RD0115.and adjusted by the National Geodetic Survey in 1992..
 RD0115.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RD0115.rate of 1.1 thru 2.0 mm/km.
 RD0115
 RD0115.The geoid height was determined by GEOID03.
 RD0115
 RD0115.The dynamic height is computed by dividing the NAVD 88
 RD0115.geopotential number by the normal gravity value computed on the
 RD0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0115.degrees latitude (g = 980.6199 gals.).
 RD0115
 RD0115.The modeled gravity was interpolated from observed gravity values.
 RD0115
 RD0115;                    North         East    Units  Estimated Accuracy
 RD0115;SPC WA S     -    28,740.      356,970.      MT  (+/- 180 meters Scaled)
 RD0115
 RD0115                          SUPERSEDED SURVEY CONTROL
 RD0115
 RD0115  NGVD 29 (??/??/92)   14.644  (m)           48.04   (f) ADJ UNCH    1 2
 RD0115
 RD0115.Superseded values are not recommended for survey control.
 RD0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0115.See file dsdata.txt to determine how the superseded data were derived.
 RD0115
 RD0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER520472(NAD 83)
 RD0115_MARKER: DB = BENCH MARK DISK
 RD0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RD0115_STAMPING: F 45 1933
 RD0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RD0115+STABILITY: SURFACE MOTION
 RD0115
 RD0115  HISTORY     - Date     Condition        Report By
 RD0115  HISTORY     - 1933     MONUMENTED       CGS
 RD0115  HISTORY     - 1935     GOOD             NGS
 RD0115  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0115  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RD0115
 RD0115                          STATION DESCRIPTION
 RD0115
 RD0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0115'0.4 MI E FROM WASHOUGAL.
 RD0115'ABOUT 0.4 MILE EAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 RD0115'FROM THE RAILROAD WATER TANK AT WASHOUGAL, CLARK COUNTY, 94 FEET WEST
 RD0115'ALONG THE TRACK FROM MILEPOST 28, 240 FEET EAST ALONG U.S. HIGHWAY NO.
 RD0115'830 FROM I.T. SMEADS SERVICE STATION, 75 FEET NORTH OF THE CENTER OF
 RD0115'THE MAIN TRACK, 40 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 830,
 RD0115'AND 8 FEET SOUTH OF RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED F 45
 RD0115'1933, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 5
 RD0115'INCHES ABOVE THE GROUND, 3 FEET BELOW THE LEVEL OF THE MAIN TRACK AND
 RD0115'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 RD0115
 RD0115                          STATION RECOVERY (1989)
 RD0115
 RD0115'RECOVERY NOTE BY US POWER SQUADRON 1989 (DCM)
 RD0115'MARK NOT FOUND.
 RD0115
 RD0115                          STATION RECOVERY (1989)
 RD0115
 RD0115'RECOVERY NOTE BY US POWER SQUADRON 1989 (KRN)
 RD0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0627 ***********************************************************************
 TR0627  TIDAL BM    -  This is a Tidal Bench Mark.
 TR0627  DESIGNATION -  F 454
 TR0627  PID         -  TR0627
 TR0627  STATE/COUNTY-  WA/WHATCOM
 TR0627  USGS QUAD   -  BIRCH POINT (1994)
 TR0627
 TR0627                         *CURRENT SURVEY CONTROL
 TR0627  ___________________________________________________________________
 TR0627* NAD 83(1986)-  48 59 49.     (N)    122 45 13.     (W)     SCALED    
 TR0627* NAVD 88     -         8.339  (meters)      27.36   (feet)  ADJUSTED  
 TR0627  ___________________________________________________________________
 TR0627  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 TR0627  DYNAMIC HT  -           8.342 (meters)      27.37  (feet)  COMP
 TR0627  MODELED GRAV-     980,915.7   (mgal)                       NAVD 88
 TR0627
 TR0627  VERT ORDER  -  FIRST     CLASS I
 TR0627
 TR0627.The horizontal coordinates were scaled from a topographic map and have
 TR0627.an estimated accuracy of +/- 6 seconds.
 TR0627
 TR0627.The orthometric height was determined by differential leveling
 TR0627.and adjusted by the National Geodetic Survey in June 1991..
 TR0627
 TR0627.This Tidal Bench Mark is designated as VM 9309
 TR0627.by the Center for Operational Oceanographic Products and Services.
 TR0627
 TR0627.The geoid height was determined by GEOID03.
 TR0627
 TR0627.The dynamic height is computed by dividing the NAVD 88
 TR0627.geopotential number by the normal gravity value computed on the
 TR0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0627.degrees latitude (g = 980.6199 gals.).
 TR0627
 TR0627.The modeled gravity was interpolated from observed gravity values.
 TR0627
 TR0627;                    North         East    Units  Estimated Accuracy
 TR0627;SPC WA N     -   223,790.      359,490.      MT  (+/- 180 meters Scaled)
 TR0627
 TR0627                          SUPERSEDED SURVEY CONTROL
 TR0627
 TR0627  NGVD 29 (??/??/92)    7.109  (m)           23.32   (f) ADJ UNCH    1 1
 TR0627
 TR0627.Superseded values are not recommended for survey control.
 TR0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0627.See file dsdata.txt to determine how the superseded data were derived.
 TR0627
 TR0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV180271(NAD 83)
 TR0627_MARKER: DB = BENCH MARK DISK
 TR0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0627_STAMPING: F 454 1973
 TR0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0627+STABILITY: SURFACE MOTION
 TR0627
 TR0627  HISTORY     - Date     Condition        Report By
 TR0627  HISTORY     - 1973     MONUMENTED       NGS
 TR0627  HISTORY     - 1976     GOOD             WAA
 TR0627  HISTORY     - 1988     GOOD             USPSQD
 TR0627  HISTORY     - 20020725 MARK NOT FOUND   ORION
 TR0627
 TR0627                          STATION DESCRIPTION
 TR0627
 TR0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0627'IN BLAINE.
 TR0627'AT BLAINE, 0.1 MILE NORTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM
 TR0627'THE STATION, AT THE CROSSING OF MARINE DRIVE, 70.3 FEET EAST OF THE
 TR0627'EAST RAIL OF THE MAIN TRACK, 84.0 FEET NORTH OF THE CENTER LINE OF THE
 TR0627'DRIVE, 1 1/2 FEET NORTH OF TELEPHONE POLE 885, 2.0 FEET SOUTH OF A
 TR0627'WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN
 TR0627'TO REFUSAL AT A DEPTH OF 72 FEET.  THE UPPER PORTION OF THE ROD IS
 TR0627'ENCASED IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 TR0627'SECTION 36, T 41N, R 1W.
 TR0627
 TR0627                          STATION RECOVERY (1976)
 TR0627
 TR0627'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1976
 TR0627'RECOVERED IN GOOD CONDITION.
 TR0627
 TR0627                          STATION RECOVERY (1988)
 TR0627
 TR0627'RECOVERY NOTE BY US POWER SQUADRON 1988 (SG)
 TR0627'RECOVERED IN GOOD CONDITION.
 TR0627
 TR0627                          STATION RECOVERY (2002)
 TR0627
 TR0627'RECOVERY NOTE BY ORION GPS 2002 (JDP)
 TR0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0002 ***********************************************************************
 TR0002  DESIGNATION -  F 455
 TR0002  PID         -  TR0002
 TR0002  STATE/COUNTY-  WA/SKAGIT
 TR0002  USGS QUAD   -  SEDRO-WOOLLEY NORTH (1994)
 TR0002
 TR0002                         *CURRENT SURVEY CONTROL
 TR0002  ___________________________________________________________________
 TR0002* NAD 83(1986)-  48 30 19.     (N)    122 14 44.     (W)     SCALED    
 TR0002* NAVD 88     -        16.867  (meters)      55.34   (feet)  ADJUSTED  
 TR0002  ___________________________________________________________________
 TR0002  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 TR0002  DYNAMIC HT  -          16.871 (meters)      55.35  (feet)  COMP
 TR0002  MODELED GRAV-     980,855.2   (mgal)                       NAVD 88
 TR0002
 TR0002  VERT ORDER  -  FIRST     CLASS I
 TR0002
 TR0002.The horizontal coordinates were scaled from a topographic map and have
 TR0002.an estimated accuracy of +/- 6 seconds.
 TR0002
 TR0002.The orthometric height was determined by differential leveling
 TR0002.and adjusted by the National Geodetic Survey in June 1991..
 TR0002
 TR0002.The geoid height was determined by GEOID03.
 TR0002
 TR0002.The dynamic height is computed by dividing the NAVD 88
 TR0002.geopotential number by the normal gravity value computed on the
 TR0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0002.degrees latitude (g = 980.6199 gals.).
 TR0002
 TR0002.The modeled gravity was interpolated from observed gravity values.
 TR0002
 TR0002;                    North         East    Units  Estimated Accuracy
 TR0002;SPC WA N     -   168,320.      395,660.      MT  (+/- 180 meters Scaled)
 TR0002
 TR0002                          SUPERSEDED SURVEY CONTROL
 TR0002
 TR0002  NGVD 29 (??/??/92)   15.702  (m)           51.52   (f) ADJ UNCH    1 1
 TR0002
 TR0002.Superseded values are not recommended for survey control.
 TR0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0002.See file dsdata.txt to determine how the superseded data were derived.
 TR0002
 TR0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU557727(NAD 83)
 TR0002_MARKER: DV = VERTICAL CONTROL DISK
 TR0002_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 TR0002_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 TR0002_STAMPING: F 455 1973
 TR0002_MARK LOGO: NGS   
 TR0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0002+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1989
 TR0002
 TR0002  HISTORY     - Date     Condition        Report By
 TR0002  HISTORY     - 1973     MONUMENTED       NGS
 TR0002  HISTORY     - 19890523 GOOD             WADT
 TR0002  HISTORY     - 19980709 MARK NOT FOUND   NGS
 TR0002
 TR0002                          STATION DESCRIPTION
 TR0002
 TR0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0002'0.4 MI SW FROM SEDRO WOOLLEY.
 TR0002'0.4 MILE SOUTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0002'STATION AT SEDRO WOOLLEY, AT THE CROSSING OF FERRY STREET, 21.0 FEET
 TR0002'NORTHWEST OF THE NORTHWEST RAIL, 27.0 FEET NORTH OF THE CENTER LINE OF
 TR0002'THE STREET, 162.2 FEET WEST AND ACROSS THE TRACK FROM MILEPOST 21, 1.3
 TR0002'FEET WEST OF A LIGHT POLE WITH A GUY WIRE, 1.6 FEET EAST OF A WITNESS
 TR0002'POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 TR0002'GRADUAL REFUSAL AT A DEPTH OF 72 FEET.  THE UPPER PORTION OF THE ROD
 TR0002'IS ENCASED IN A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 TR0002'SECTION 24, T 35N, R 4E.
 TR0002
 TR0002                          STATION RECOVERY (1989)
 TR0002
 TR0002'RECOVERY NOTE BY WA DEPT OF TRANSP 1989
 TR0002'RECOVERED IN GOOD CONDITION.   THE MARK WILL BE DESTROYED BY ROAD
 TR0002'CONSTRUCTION.  A ELEVATION WAS PLACED ON GP 29020-9 AZ MK AS A
 TR0002'REPLACEMENT, SEE THE DESCRIPTION THEREOF.
 TR0002
 TR0002                          STATION RECOVERY (1998)
 TR0002
 TR0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 TR0002'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0335 ***********************************************************************
 TQ0335  DESIGNATION -  F 456
 TQ0335  PID         -  TQ0335
 TQ0335  STATE/COUNTY-  WA/SKAGIT
 TQ0335  USGS QUAD   -  LAKE SHANNON (1989)
 TQ0335
 TQ0335                         *CURRENT SURVEY CONTROL
 TQ0335  ___________________________________________________________________
 TQ0335* NAD 83(1986)-  48 30 54.     (N)    121 40 34.     (W)     SCALED    
 TQ0335* NAVD 88     -       106.984  (meters)     351.00   (feet)  ADJUSTED  
 TQ0335  ___________________________________________________________________
 TQ0335  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 TQ0335  DYNAMIC HT  -         107.007 (meters)     351.07  (feet)  COMP
 TQ0335  MODELED GRAV-     980,832.5   (mgal)                       NAVD 88
 TQ0335
 TQ0335  VERT ORDER  -  FIRST     CLASS I
 TQ0335
 TQ0335.The horizontal coordinates were scaled from a topographic map and have
 TQ0335.an estimated accuracy of +/- 6 seconds.
 TQ0335
 TQ0335.The orthometric height was determined by differential leveling
 TQ0335.and adjusted by the National Geodetic Survey in June 1991..
 TQ0335
 TQ0335.The geoid height was determined by GEOID03.
 TQ0335
 TQ0335.The dynamic height is computed by dividing the NAVD 88
 TQ0335.geopotential number by the normal gravity value computed on the
 TQ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0335.degrees latitude (g = 980.6199 gals.).
 TQ0335
 TQ0335.The modeled gravity was interpolated from observed gravity values.
 TQ0335
 TQ0335;                    North         East    Units  Estimated Accuracy
 TQ0335;SPC WA N     -   168,790.      437,740.      MT  (+/- 180 meters Scaled)
 TQ0335
 TQ0335                          SUPERSEDED SURVEY CONTROL
 TQ0335
 TQ0335  NGVD 29 (??/??/92)  105.835  (m)          347.23   (f) ADJ UNCH    1 1
 TQ0335
 TQ0335.Superseded values are not recommended for survey control.
 TQ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0335.See file dsdata.txt to determine how the superseded data were derived.
 TQ0335
 TQ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU977743(NAD 83)
 TQ0335_MARKER: DB = BENCH MARK DISK
 TQ0335_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0335_SP_SET: ROCK OUTCROP
 TQ0335_STAMPING: F 456 1973
 TQ0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0335+STABILITY: POSITION/ELEVATION WELL
 TQ0335
 TQ0335  HISTORY     - Date     Condition        Report By
 TQ0335  HISTORY     - 1973     MONUMENTED       NGS
 TQ0335  HISTORY     - 1988     GOOD             USPSQD
 TQ0335
 TQ0335                          STATION DESCRIPTION
 TQ0335
 TQ0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TQ0335'4.3 MI SE FROM CONCRETE.
 TQ0335'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 TQ0335'SUPERIOR AVENUE AT CONCRETE, 0.85 MILE SOUTHEAST OF THE JUNCTION OF
 TQ0335'MOEN ROAD, ABOUT MIDWAY BETWEEN TWO CURVES, SET VERTICALLY IN THE
 TQ0335'SOUTH FACE OF A MASSIVE OUTCROP IN A CUT, 33 1/2 FEET NORTH OF THE
 TQ0335'CENTER LINE OF THE HIGHWAY, 125 FEET NORTH-NORTHEAST AND ACROSS THE
 TQ0335'HIGHWAY FROM POWER POLE 9851 B 94, 122 FEET NORTH AND ACROSS THE
 TQ0335'HIGHWAY FROM TELEPHONE POLE 123, 91 FEET NORTHEAST AND ACROSS THE
 TQ0335'HIGHWAY FROM THE EAST END OF A STEEL GUARDRAIL, ABOUT 3 1/2 FEET
 TQ0335'HIGHER THAN THE HIGHWAY, AND 2.0 FEET ABOVE THE GROUND.  SECTION 17, T
 TQ0335'35N, R 9E.
 TQ0335
 TQ0335                          STATION RECOVERY (1988)
 TQ0335
 TQ0335'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWF)
 TQ0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0182 ***********************************************************************
 TR0182  DESIGNATION -  F 457
 TR0182  PID         -  TR0182
 TR0182  STATE/COUNTY-  WA/SNOHOMISH
 TR0182  USGS QUAD   -  MARYSVILLE (1956)
 TR0182
 TR0182                         *CURRENT SURVEY CONTROL
 TR0182  ___________________________________________________________________
 TR0182* NAD 83(1986)-  48 04 31.     (N)    122 10 33.     (W)     SCALED    
 TR0182* NAVD 88     -        16.454  (meters)      53.98   (feet)  ADJUSTED  
 TR0182  ___________________________________________________________________
 TR0182  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 TR0182  DYNAMIC HT  -          16.457 (meters)      53.99  (feet)  COMP
 TR0182  MODELED GRAV-     980,770.4   (mgal)                       NAVD 88
 TR0182
 TR0182  VERT ORDER  -  FIRST     CLASS I
 TR0182
 TR0182.The horizontal coordinates were scaled from a topographic map and have
 TR0182.an estimated accuracy of +/- 6 seconds.
 TR0182
 TR0182.The orthometric height was determined by differential leveling
 TR0182.and adjusted by the National Geodetic Survey in June 1991..
 TR0182
 TR0182.The geoid height was determined by GEOID03.
 TR0182
 TR0182.The dynamic height is computed by dividing the NAVD 88
 TR0182.geopotential number by the normal gravity value computed on the
 TR0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0182.degrees latitude (g = 980.6199 gals.).
 TR0182
 TR0182.The modeled gravity was interpolated from observed gravity values.
 TR0182
 TR0182;                    North         East    Units  Estimated Accuracy
 TR0182;SPC WA N     -   120,420.      399,970.      MT  (+/- 180 meters Scaled)
 TR0182
 TR0182                          SUPERSEDED SURVEY CONTROL
 TR0182
 TR0182  NGVD 29 (??/??/92)   15.321  (m)           50.27   (f) ADJ UNCH    1 1
 TR0182
 TR0182.Superseded values are not recommended for survey control.
 TR0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0182.See file dsdata.txt to determine how the superseded data were derived.
 TR0182
 TR0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU613249(NAD 83)
 TR0182_MARKER: DV = VERTICAL CONTROL DISK
 TR0182_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TR0182+WITH SETTING: INTO GROUND
 TR0182_SP_SET: METAL ROD WITH BASE PLATE
 TR0182_STAMPING: F 457 1973
 TR0182_MARK LOGO: NGS   
 TR0182_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TR0182+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2005
 TR0182
 TR0182  HISTORY     - Date     Condition        Report By
 TR0182  HISTORY     - 1973     MONUMENTED       NGS
 TR0182  HISTORY     - 1983     GOOD             USPSQD
 TR0182  HISTORY     - 19910716 GOOD             USPSQD
 TR0182  HISTORY     - 19911231 GOOD             WA-061
 TR0182  HISTORY     - 19991030 GOOD             USPSQD
 TR0182  HISTORY     - 20041213 GOOD             USPSQD
 TR0182  HISTORY     - 20051217 GOOD             USPSQD
 TR0182
 TR0182                          STATION DESCRIPTION
 TR0182
 TR0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0182'1.65 MI N FROM MARYSVILLE.
 TR0182'1.65 MILES NORTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 TR0182'CROSSING OF 4TH STREET AT MARYSVILLE, AT THE CROSSING OF 88TH STREET
 TR0182'NORTHEAST, 35.9 FEET EAST OF THE EAST RAIL, 60 1/2 FEET SOUTH OF THE
 TR0182'CENTER LINE OF THE STREET, 5.0 FEET WEST OF THE WEST CURB OF 43RD
 TR0182'AVENUE NORTHEAST, 2.2 FEET SOUTH OF JUNCTION POWER POLE CE 83, 1.6
 TR0182'FEET NORTH OF A WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER
 TR0182'COATED ROD WHICH IS 4 FEET LONG AND HAS A BASE PLATE ATTACHED.  THE
 TR0182'UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH IRON PIPE PROJECTING
 TR0182'0.2 FOOT ABOVE THE GROUND, ABOUT LEVEL WITH THE TRACK, AND ABOUT 1/2
 TR0182'FOOT HIGHER THAN THE AVENUE.  SECTION 21, T 30N, R 5E.
 TR0182
 TR0182                          STATION RECOVERY (1983)
 TR0182
 TR0182'RECOVERY NOTE BY US POWER SQUADRON 1983
 TR0182'RECOVERED IN GOOD CONDITION.
 TR0182
 TR0182                          STATION RECOVERY (1991)
 TR0182
 TR0182'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 TR0182'RECOVERED IN GOOD CONDITION.
 TR0182
 TR0182                          STATION RECOVERY (1991)
 TR0182
 TR0182'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1991
 TR0182'RECOVERED IN GOOD CONDITION.
 TR0182
 TR0182                          STATION RECOVERY (1999)
 TR0182
 TR0182'RECOVERY NOTE BY US POWER SQUADRON 1999
 TR0182'RECOVERED IN GOOD CONDITION.
 TR0182
 TR0182                          STATION RECOVERY (2004)
 TR0182
 TR0182'RECOVERY NOTE BY US POWER SQUADRON 2004 (DJM)
 TR0182'RECOVERED IN GOOD CONDITION.
 TR0182
 TR0182                          STATION RECOVERY (2005)
 TR0182
 TR0182'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
 TR0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0012 ***********************************************************************
 SY0012  DESIGNATION -  F 458
 SY0012  PID         -  SY0012
 SY0012  STATE/COUNTY-  WA/SNOHOMISH
 SY0012  USGS QUAD   -  EVERETT (1973)
 SY0012
 SY0012                         *CURRENT SURVEY CONTROL
 SY0012  ___________________________________________________________________
 SY0012* NAD 83(1986)-  47 56 45.     (N)    122 11 26.     (W)     SCALED    
 SY0012* NAVD 88     -         7.121  (meters)      23.36   (feet)  ADJUSTED  
 SY0012  ___________________________________________________________________
 SY0012  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY0012  DYNAMIC HT  -           7.122 (meters)      23.37  (feet)  COMP
 SY0012  MODELED GRAV-     980,762.4   (mgal)                       NAVD 88
 SY0012
 SY0012  VERT ORDER  -  FIRST     CLASS I
 SY0012
 SY0012.The horizontal coordinates were scaled from a topographic map and have
 SY0012.an estimated accuracy of +/- 6 seconds.
 SY0012
 SY0012.The orthometric height was determined by differential leveling
 SY0012.and adjusted by the National Geodetic Survey in June 1991..
 SY0012
 SY0012.The geoid height was determined by GEOID03.
 SY0012
 SY0012.The dynamic height is computed by dividing the NAVD 88
 SY0012.geopotential number by the normal gravity value computed on the
 SY0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0012.degrees latitude (g = 980.6199 gals.).
 SY0012
 SY0012.The modeled gravity was interpolated from observed gravity values.
 SY0012
 SY0012;                    North         East    Units  Estimated Accuracy
 SY0012;SPC WA N     -   106,050.      398,620.      MT  (+/- 180 meters Scaled)
 SY0012
 SY0012                          SUPERSEDED SURVEY CONTROL
 SY0012
 SY0012  NGVD 29 (??/??/??)    6.001  (m)           19.69   (f) ADJUSTED    1 1
 SY0012
 SY0012.Superseded values are not recommended for survey control.
 SY0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0012.See file dsdata.txt to determine how the superseded data were derived.
 SY0012
 SY0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU604105(NAD 83)
 SY0012_MARKER: DV = VERTICAL CONTROL DISK
 SY0012_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SY0012_SP_SET: BRIDGE ABUTMENT
 SY0012_STAMPING: F 458 1973
 SY0012_MARK LOGO: NGS   
 SY0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY0012+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 SY0012
 SY0012  HISTORY     - Date     Condition        Report By
 SY0012  HISTORY     - 1973     MONUMENTED       NGS
 SY0012  HISTORY     - 1983     GOOD             USPSQD
 SY0012  HISTORY     - 19910726 GOOD             USPSQD
 SY0012  HISTORY     - 19911231 GOOD             WA-061
 SY0012  HISTORY     - 19990214 GOOD             USPSQD
 SY0012
 SY0012                          STATION DESCRIPTION
 SY0012
 SY0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0012'IN LOWELL.
 SY0012'AT LOWELL, 0.1 MILE SOUTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM
 SY0012'THE CROSSING OF LENORA STREET, IN THE TOP AND 0.5 FOOT NORTHEAST OF
 SY0012'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE 1780.7,
 SY0012'7.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.5 FOOT NORTHWEST OF THE
 SY0012'SOUTHEAST EDGE OF THE ABUTMENT, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 SY0012'SECTION 5, T 28N, R 5E.
 SY0012
 SY0012                          STATION RECOVERY (1983)
 SY0012
 SY0012'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0012'RECOVERED IN GOOD CONDITION.
 SY0012
 SY0012                          STATION RECOVERY (1991)
 SY0012
 SY0012'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 SY0012'RECOVERED IN GOOD CONDITION.
 SY0012
 SY0012                          STATION RECOVERY (1991)
 SY0012
 SY0012'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1991
 SY0012'RECOVERED IN GOOD CONDITION.
 SY0012
 SY0012                          STATION RECOVERY (1999)
 SY0012
 SY0012'RECOVERY NOTE BY US POWER SQUADRON 1999
 SY0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0765 ***********************************************************************
 SY0765  DESIGNATION -  F 459
 SY0765  PID         -  SY0765
 SY0765  STATE/COUNTY-  WA/PIERCE
 SY0765  USGS QUAD   -  STEILACOOM (1994)
 SY0765
 SY0765                         *CURRENT SURVEY CONTROL
 SY0765  ___________________________________________________________________
 SY0765* NAD 83(1986)-  47 13 09.     (N)    122 34 08.     (W)     SCALED    
 SY0765* NAVD 88     -         5.581  (meters)      18.31   (feet)  ADJUSTED  
 SY0765  ___________________________________________________________________
 SY0765  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY0765  DYNAMIC HT  -           5.581 (meters)      18.31  (feet)  COMP
 SY0765  MODELED GRAV-     980,757.9   (mgal)                       NAVD 88
 SY0765
 SY0765  VERT ORDER  -  FIRST     CLASS I
 SY0765
 SY0765.The horizontal coordinates were scaled from a topographic map and have
 SY0765.an estimated accuracy of +/- 6 seconds.
 SY0765
 SY0765.The orthometric height was determined by differential leveling
 SY0765.and adjusted by the National Geodetic Survey in June 1991..
 SY0765
 SY0765.The geoid height was determined by GEOID03.
 SY0765
 SY0765.The dynamic height is computed by dividing the NAVD 88
 SY0765.geopotential number by the normal gravity value computed on the
 SY0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0765.degrees latitude (g = 980.6199 gals.).
 SY0765
 SY0765.The modeled gravity was interpolated from observed gravity values.
 SY0765
 SY0765;                    North         East    Units  Estimated Accuracy
 SY0765;SPC WA S     -   211,670.      343,320.      MT  (+/- 180 meters Scaled)
 SY0765
 SY0765                          SUPERSEDED SURVEY CONTROL
 SY0765
 SY0765  NGVD 29 (??/??/??)    4.533  (m)           14.87   (f) ADJUSTED    1 1
 SY0765
 SY0765.Superseded values are not recommended for survey control.
 SY0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0765.See file dsdata.txt to determine how the superseded data were derived.
 SY0765
 SY0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET326296(NAD 83)
 SY0765_MARKER: DB = BENCH MARK DISK
 SY0765_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SY0765+WITH SETTING: INTO GROUND
 SY0765_STAMPING: F 459 1973
 SY0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0765+STABILITY: SURFACE MOTION
 SY0765
 SY0765  HISTORY     - Date     Condition        Report By
 SY0765  HISTORY     - 1973     MONUMENTED       NGS
 SY0765  HISTORY     - 19930603 MARK NOT FOUND   USGS
 SY0765
 SY0765                          STATION DESCRIPTION
 SY0765
 SY0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0765'3.75 MI N FROM STEILACOOM.
 SY0765'3.75 MILES NORTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0765'STATION AT STEILACOOM, 0.1 MILE NORTHEAST OF SUNSET BEACH, 7 POLES
 SY0765'NORTHEAST OF THE EXTENDED CENTER LINE OF PATRICIAN LANE W., 2 1/2
 SY0765'POLES NORTHEAST OF THE ENTRANCE GATE TO 4214 SUNSET BEACH ROAD, 14.8
 SY0765'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 6.8 FEET
 SY0765'SOUTHEAST OF A FENCE, 24.4 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 SY0765'FENCE, 0.8 FOOT SOUTHWEST OF A TELEPHONE POLE, 1.1 FEET NORTHEAST OF A
 SY0765'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF
 SY0765'A 5/8-INCH COPPER COATED ROD WHICH IS 4 FEET LONG WITH A BASE PLATE
 SY0765'ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH IRON
 SY0765'PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.  SECTION 17, T 20N, R 2E.
 SY0765
 SY0765                          STATION RECOVERY (1993)
 SY0765
 SY0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993 (TTS)
 SY0765'A NEWW RR TIE RETAINING WALL HAS BEEN BUILT AT THE SITE, BOTTTOM OF
 SY0765'WALL IS 4 FEET BELOW RR GRADE WHERE BM SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0607 ***********************************************************************
 SY0607  DESIGNATION -  F 460
 SY0607  PID         -  SY0607
 SY0607  STATE/COUNTY-  WA/KING
 SY0607  USGS QUAD   -  RENTON (1994)
 SY0607
 SY0607                         *CURRENT SURVEY CONTROL
 SY0607  ___________________________________________________________________
 SY0607* NAD 83(1986)-  47 26 28.     (N)    122 14 50.     (W)     SCALED    
 SY0607* NAVD 88     -        11.748  (meters)      38.54   (feet)  ADJUSTED  
 SY0607  ___________________________________________________________________
 SY0607  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 SY0607  DYNAMIC HT  -          11.750 (meters)      38.55  (feet)  COMP
 SY0607  MODELED GRAV-     980,777.9   (mgal)                       NAVD 88
 SY0607
 SY0607  VERT ORDER  -  FIRST     CLASS I
 SY0607
 SY0607.The horizontal coordinates were scaled from a topographic map and have
 SY0607.an estimated accuracy of +/- 6 seconds.
 SY0607
 SY0607.The orthometric height was determined by differential leveling
 SY0607.and adjusted by the National Geodetic Survey in June 1991..
 SY0607
 SY0607.The geoid height was determined by GEOID03.
 SY0607
 SY0607.The dynamic height is computed by dividing the NAVD 88
 SY0607.geopotential number by the normal gravity value computed on the
 SY0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0607.degrees latitude (g = 980.6199 gals.).
 SY0607
 SY0607.The modeled gravity was interpolated from observed gravity values.
 SY0607
 SY0607;                    North         East    Units  Estimated Accuracy
 SY0607;SPC WA N     -    50,020.      393,360.      MT  (+/- 180 meters Scaled)
 SY0607
 SY0607                          SUPERSEDED SURVEY CONTROL
 SY0607
 SY0607  NGVD 29 (??/??/??)   10.661  (m)           34.98   (f) ADJUSTED    1 1
 SY0607
 SY0607.Superseded values are not recommended for survey control.
 SY0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0607.See file dsdata.txt to determine how the superseded data were derived.
 SY0607
 SY0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET567544(NAD 83)
 SY0607_MARKER: DV = VERTICAL CONTROL DISK
 SY0607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SY0607_SP_SET: BRIDGE ABUTMENT
 SY0607_STAMPING: F 460 1973
 SY0607_MARK LOGO: NGS   
 SY0607_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0607+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1994
 SY0607
 SY0607  HISTORY     - Date     Condition        Report By
 SY0607  HISTORY     - 1973     MONUMENTED       NGS
 SY0607  HISTORY     - 19870719 GOOD             USPSQD
 SY0607  HISTORY     - 1988     GOOD             USPSQD
 SY0607  HISTORY     - 1988     GOOD             USPSQD
 SY0607  HISTORY     - 1989     GOOD             USPSQD
 SY0607  HISTORY     - 19890215 GOOD             WADT
 SY0607  HISTORY     - 19940624 GOOD             WADT
 SY0607
 SY0607                          STATION DESCRIPTION
 SY0607
 SY0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0607'IN ORILLIA.
 SY0607'AT ORILLIA, AT THE NORTHWEST CORNER JUNCTION OF STATE HIGHWAY 181
 SY0607'(WEST VALLEY HIGHWAY) AND S. 180TH STREET LEADING WEST AND W. 43RD
 SY0607'STREET LEADING EAST, 21 FEET NORTH OF THE CENTER LINE OF THE NORTH
 SY0607'LANES OF S. 180TH STREET, 32 FEET WEST OF THE CENTER LINE OF THE WEST
 SY0607'LANES OF STATE HIGHWAY 181, IN THE TOP OF THE NORTH END OF THE EAST
 SY0607'CONCRETE ABUTMENT OF THE BRIDGE OVER GREEN RIVER, 0.5 FOOT SOUTH OF
 SY0607'THE NORTH END OF THE ABUTMENT, AND ABOUT LEVEL WITH THE STREET.
 SY0607'SECTION 35, T 23N, R 4E.
 SY0607
 SY0607                          STATION RECOVERY (1987)
 SY0607
 SY0607'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCS)
 SY0607'RECOVERED IN GOOD CONDITION.
 SY0607
 SY0607                          STATION RECOVERY (1988)
 SY0607
 SY0607'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCS)
 SY0607'RECOVERED IN GOOD CONDITION.
 SY0607
 SY0607                          STATION RECOVERY (1988)
 SY0607
 SY0607'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0607'RECOVERED IN GOOD CONDITION.
 SY0607
 SY0607                          STATION RECOVERY (1989)
 SY0607
 SY0607'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJS)
 SY0607'RECOVERED IN GOOD CONDITION.
 SY0607
 SY0607                          STATION RECOVERY (1989)
 SY0607
 SY0607'RECOVERY NOTE BY WA DEPT OF TRANSP 1989
 SY0607'THE STATION IS LOCATED ABOUT 8 KM (5.0 MI) NORTHEAST OF DES MOINES, 8
 SY0607'KM (5.0 MI) SOUTH OF RENTEON, 6 KM (3.7 MI) NORTH-NORTHWEST OF KENT,
 SY0607'IN SECTION 35, T23N,R4E AND ON THE BRIDGE OVER THE GRENN RIVER AT THE
 SY0607'INTERSECTION OF STATE ROUTE 181 AND SOUTH 180TH STREET.
 SY0607'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 405 AND STATE ROUTE
 SY0607'181 IN TUKWILA, GO SOUTH ONSTATE ROUTE 1818 FOR 1.61 KM (1.00 MI) TO
 SY0607'THE INTERSECTION OF SOUTH 180TH STREET ON THE RIGHT AND WEST 43RD
 SY0607'STREET ON THE LEFT AND THE STATION ON LEFT, IN THE NORTH END OF THE
 SY0607'THE MARK IS SET IN A DRILL HOLE IN THE NORTH END OF THE EAST
 SY0607'CONCRETE ABUTMENT OF THE BRIDGE OVER THE GREEN RIVER,  9.8 M (32.2 FT)
 SY0607'WEST OF THE CENTER OF THE SOUTHBOUND LANES OF STATE ROUTE 181, 6.4 M
 SY0607'(21.0 FT) NORTH OF THE CENTER OF SOUTH 180TH STREET AND 0.15 M
 SY0607'(0.49 FT) SOUTH OF THE NORTH END OF THE EAST ABUTMENT.
 SY0607
 SY0607                          STATION RECOVERY (1994)
 SY0607
 SY0607'RECOVERY NOTE BY WA DEPT OF TRANSP 1994 (KW)
 SY0607'RECOVERED IN GOOD CONDITION.  MARK WILL BE DESTROYED BY FUTURE
 SY0607'CONSTRUCTION.  F 460 RESET 1994 WILL BE ESTABLISHED IN NEAR BY AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB3902 ***********************************************************************
 AB3902  DESIGNATION -  F 460 RESET
 AB3902  PID         -  AB3902
 AB3902  STATE/COUNTY-  WA/KING
 AB3902  USGS QUAD   -  RENTON (1994)
 AB3902
 AB3902                         *CURRENT SURVEY CONTROL
 AB3902  ___________________________________________________________________
 AB3902* NAD 83(1986)-  47 26 28.     (N)    122 14 50.     (W)     SCALED    
 AB3902* NAVD 88     -         9.81   (meters)      32.2    (feet)  RESET     
 AB3902  ___________________________________________________________________
 AB3902  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AB3902
 AB3902  VERT ORDER  -  THIRD
 AB3902
 AB3902.The horizontal coordinates were scaled from a topographic map and have
 AB3902.an estimated accuracy of +/- 6 seconds.
 AB3902
 AB3902.The orthometric height was computed from unverified reset data.
 AB3902
 AB3902.The geoid height was determined by GEOID03.
 AB3902
 AB3902;                    North         East    Units  Estimated Accuracy
 AB3902;SPC WA N     -    50,020.      393,360.      MT  (+/- 180 meters Scaled)
 AB3902
 AB3902                          SUPERSEDED SURVEY CONTROL
 AB3902
 AB3902.No superseded survey control is available for this station.
 AB3902
 AB3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET567544(NAD 83)
 AB3902_MARKER: DV = VERTICAL CONTROL DISK
 AB3902_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB3902+WITH SETTING: PAVEMENT
 AB3902_SP_SET: ELECTRIC VAULT BASE
 AB3902_STAMPING: F 460 RESET 1994
 AB3902_MARK LOGO: NGS   
 AB3902_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3902+STABILITY: SURFACE MOTION
 AB3902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3902+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 AB3902
 AB3902  HISTORY     - Date     Condition        Report By
 AB3902  HISTORY     - 1994     MONUMENTED       WADT
 AB3902  HISTORY     - 20050303 GOOD             GEOCAC
 AB3902
 AB3902                          STATION DESCRIPTION
 AB3902
 AB3902'DESCRIBED BY WA DEPT OF TRANSP 1994 (KW)
 AB3902'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF DES MOINES, 8
 AB3902'KM (4.95 MI) SOUTHWEST OF RENTON, 6 KM (3.70 MI) NORTH NORTHWEST OF
 AB3902'KENT, IN SECTION 35, T 23 N, R 4 E.  TO REACH THE STATION FROM THE
 AB3902'JUNCTION OF SR405 AND SR181 IN TUKWILA, GO SOUTH 5.3 KM (3.30 MI)
 AB3902'ALONG SR181 TO THE INTERSECTION OF S 180 TH ON THE RIGHT AND W 43 RD
 AB3902'ON THE LEFT.  TURN RIGHT AND GO WEST 75.0 M (246.1 FT) ALONG S 180 TH
 AB3902'STREET ACROSS THE GREEN RIVER TO MARK ON RIGHT.  MARK IS LOCATED ON
 AB3902'THE NORTHEAST CORNER OF A LARGE ELECTRICAL VAULT NO.  U2258, 26.0 M
 AB3902'(85.3 FT) NORTHWEST OF THE CENTERLINE OF S 180 TH ST., 2.2 M (7.2 FT)
 AB3902'SOUTHWEST OF THE CENTER OF THE BIKE PATH, 21.9 M (71.9 FT) SOUTHEAST
 AB3902'OF A Y WHERE BIKE PATH SEPERATES, 8.9 M (29.2 FT) NORTHEAST OF CENTER
 AB3902'OF BIKE PATH, IN BASE OF VAULT AND LEVEL WITH ITS SURFACE.
 AB3902
 AB3902                          STATION RECOVERY (2005)
 AB3902
 AB3902'RECOVERY NOTE BY GEOCACHING 2005 (WS)
 AB3902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1315 ***********************************************************************
 SY1315  DESIGNATION -  F 461
 SY1315  PID         -  SY1315
 SY1315  STATE/COUNTY-  WA/MASON
 SY1315  USGS QUAD   -  SHELTON (1981)
 SY1315
 SY1315                         *CURRENT SURVEY CONTROL
 SY1315  ___________________________________________________________________
 SY1315* NAD 83(1998)-  47 10 01.56580(N)    123 05 45.70601(W)     ADJUSTED  
 SY1315* NAVD 88     -        56.287  (meters)     184.67   (feet)  ADJUSTED  
 SY1315  ___________________________________________________________________
 SY1315  X           -  -2,372,072.892 (meters)                     COMP
 SY1315  Y           -  -3,639,303.727 (meters)                     COMP
 SY1315  Z           -   4,654,440.066 (meters)                     COMP
 SY1315  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 SY1315  ELLIP HEIGHT-          34.85  (meters)          (07/02/01) GPS OBS
 SY1315  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SY1315  DYNAMIC HT  -          56.298 (meters)     184.70  (feet)  COMP
 SY1315  MODELED GRAV-     980,819.3   (mgal)                       NAVD 88
 SY1315
 SY1315  HORZ ORDER  -  B
 SY1315  VERT ORDER  -  FIRST     CLASS I
 SY1315  ELLP ORDER  -  THIRD     CLASS II
 SY1315
 SY1315.The horizontal coordinates were established by GPS observations
 SY1315.and adjusted by the National Geodetic Survey in July 2001..
 SY1315.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY1315.DATUM ITEM on the data sheet items page.
 SY1315
 SY1315.The orthometric height was determined by differential leveling
 SY1315.and adjusted by the National Geodetic Survey in June 1991..
 SY1315
 SY1315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY1315
 SY1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1315
 SY1315.The ellipsoidal height was determined by GPS observations
 SY1315.and is referenced to NAD 83.
 SY1315
 SY1315.The geoid height was determined by GEOID03.
 SY1315
 SY1315.The dynamic height is computed by dividing the NAVD 88
 SY1315.geopotential number by the normal gravity value computed on the
 SY1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1315.degrees latitude (g = 980.6199 gals.).
 SY1315
 SY1315.The modeled gravity was interpolated from observed gravity values.
 SY1315
 SY1315;                    North         East     Units Scale Factor Converg.
 SY1315;SPC WA S     -   207,068.023   303,214.998   MT  0.99996621   -1 53 08.7
 SY1315;SPC WA S     -   679,355.67    994,797.87   sFT  0.99996621   -1 53 08.7
 SY1315;UTM  10      - 5,223,738.251   492,722.099   MT  0.99960065   -0 04 13.5
 SY1315
 SY1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1315!SPC WA S     -   0.99999454  x   0.99996621  =   0.99996075
 SY1315!UTM  10      -   0.99999454  x   0.99960065  =   0.99959519
 SY1315
 SY1315                          SUPERSEDED SURVEY CONTROL
 SY1315
 SY1315  NAD 83(1998)-  47 10 01.56533(N)    123 05 45.70713(W) AD(       ) B
 SY1315  ELLIP H (07/23/97)   34.89   (m)                       GP(       ) 3 1
 SY1315  NAD 83(1991)-  47 10 01.56249(N)    123 05 45.70694(W) AD(       ) 2
 SY1315  ELLIP H (12/09/91)   35.06   (m)                       GP(       ) 4 1
 SY1315  NAD 83(1986)-  47 10 01.55791(N)    123 05 45.71232(W) AD(       ) 2
 SY1315  NAVD 88 (07/23/97)   56.29   (m)          184.7    (f) LEVELING    3  
 SY1315  NGVD 29 (??/??/??)   55.241  (m)          181.24   (f) ADJUSTED    1 1
 SY1315
 SY1315.Superseded values are not recommended for survey control.
 SY1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1315.See file dsdata.txt to determine how the superseded data were derived.
 SY1315
 SY1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9272223738(NAD 83)
 SY1315_MARKER: DV = VERTICAL CONTROL DISK
 SY1315_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY1315_SP_SET: DRAIN INLET
 SY1315_STAMPING: F 461 1973
 SY1315_MARK LOGO: NGS   
 SY1315_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1315+STABILITY: SURFACE MOTION
 SY1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1315+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1991
 SY1315
 SY1315  HISTORY     - Date     Condition        Report By
 SY1315  HISTORY     - 1973     MONUMENTED       NGS
 SY1315  HISTORY     - 1983     GOOD             USPSQD
 SY1315  HISTORY     - 1987     GOOD             NGS
 SY1315  HISTORY     - 1987     GOOD             NGS
 SY1315  HISTORY     - 1987     GOOD             USPSQD
 SY1315  HISTORY     - 1988     GOOD             USPSQD
 SY1315  HISTORY     - 1988     GOOD             USPSQD
 SY1315  HISTORY     - 1988     GOOD             USPSQD
 SY1315  HISTORY     - 1989     GOOD             USPSQD
 SY1315  HISTORY     - 1990     GOOD             USPSQD
 SY1315  HISTORY     - 19910127 GOOD             SPEAR
 SY1315  HISTORY     - 19950516 GOOD             WADT
 SY1315  HISTORY     - 19960818 GOOD             CHANCE
 SY1315
 SY1315                          STATION DESCRIPTION
 SY1315
 SY1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1315'3.65 MI S FROM SHELTON.
 SY1315'3.65 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 SY1315'RAILROAD AVENUE AT SHELTON, 0.35 MILE SOUTH OF THE INTERSECTION OF
 SY1315'CRAIG ROAD EAST AND INSELS ROAD WEST, IN THE TOP OF THE SOUTHEAST
 SY1315'CORNER OF A CONCRETE CATCH BASIN WITH A STEEL GRATE WHICH IS BETWEEN
 SY1315'THE LANES OF THE HIGHWAY, 33 FEET EAST OF THE CENTER LINE OF THE
 SY1315'SOUTHBOUND LANES OF THE HIGHWAY, 419 FEET NORTH-NORTHEAST OF HIGHWAY
 SY1315'MILEAGE SIGN 351, 206 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 SY1315'A CATCH BASIN ALONG THE WEST CURB OF THE SOUTHBOUND LANES, AND ABOUT 2
 SY1315'1/2 FEET LOWER THAN THE HIGHWAY.  SECTION 5, T 19N, R 3W.
 SY1315
 SY1315                          STATION RECOVERY (1983)
 SY1315
 SY1315'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1315'RECOVERED IN GOOD CONDITION.
 SY1315
 SY1315                          STATION RECOVERY (1987)
 SY1315
 SY1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DAW)
 SY1315'THE STATION IS LOCATED ABOUT 27.4 KM (17 MI) SOUTH OF HOODSPORT,
 SY1315'24.1 KM (15 MI) NORTHWEST OF OLYMPIA, 6.4 KM (4 MI) SOUTH OF SHELTON
 SY1315'AND IN THE MEDIAN STRIP OF US HIGHWAY 101.
 SY1315'
 SY1315'TO REACH THE STATION FROM THE POST OFFICE IN SHELTON AT THE CORNER
 SY1315'OF 2ND STREET AND RAILROAD AVENUE GO WEST ON RAILROAD AVENUE FOR
 SY1315'2.41 KM (1.5 MI) TO THE JUNCTION OF US HIGHWAY 101.  TURN LEFT AND
 SY1315'GO SOUTH ON US HIGHWAY 101 FOR 5.31 KM (3.3 MI) TO THE STATION IN
 SY1315'THE MEDIAN OF THE HIGHWAY.
 SY1315'
 SY1315'THE STATION MARK IS A STANDARD NGS BENCHMARK DISK STAMPED---
 SY1315'---F 461 1973---SET INN A DRILL HOLE IN THE CORNER OF A FOOTING FOR
 SY1315'A STORM DRAIN.  IT IS 12.8 M (41.9 FT) NORTH-NORTHWEST OF HIGHWAY
 SY1315'MILEPOST 351, 10.1 M (33 FT ) EAST-NORTHEAST OF THE CENTER OF THE
 SY1315'SOUTH BOUND LANE, 9.4 M (31 FT) WEST-SOUTHWEST OF THE CENTER OF THE
 SY1315'NORTH BOUND LANE AND 1.1 M (3.5 FT) NORTHEAST OF A WITNESS POST.
 SY1315'
 SY1315'THIS STATION IS SUITEABLE FOR GPS OBSERVATIONS.
 SY1315'
 SY1315'DESCRIBED BY DA WEGENAST
 SY1315
 SY1315                          STATION RECOVERY (1987)
 SY1315
 SY1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 SY1315'THE STATION WAS RECOVERED AT THIS DATE.
 SY1315'
 SY1315'THE STATION IS LOCATED ABOUT 27.4 KM (17 MI)
 SY1315'SOUTH OF HOODSPORT,
 SY1315'24.1 KM (15 MI) NORTHWEST OF OLYMPIA,
 SY1315'6.4 KM (4 MI) SOUTH OF SHELTON AND IN THE MEDIAN OF U.S. HIGHWAY
 SY1315'101.
 SY1315'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 SY1315'
 SY1315'TO REACH THE STATION FROM THE POST OFFICE (JUNCTION OF 2ND STREET
 SY1315'AND RAILROAD AVENUE) IN SHELTON, GO WEST FOR
 SY1315'2.4 KM (1.5 MI) ON RAILROAD AVENUE TO THE JUNCTION OF U.S. HIGHWAY
 SY1315'101.
 SY1315'TURN LEFT AND GO SOUTH FOR 5.3 KM (3.3 MI) ON HIGHWAY 101 TO THE
 SY1315'STATION ON THE LEFT, IN THE MEDIAN OF HIGHWAY.
 SY1315'
 SY1315'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK
 SY1315'STAMPED---F 461 1973---,
 SY1315'SET INTO A DRILL HOLE IN THE TOP OF THE SOUTHEAST CORNER OF A
 SY1315'FOOTING FOR A STORM DRAIN.  LOCATED
 SY1315'10.1 METERS (33 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF
 SY1315'THE SOUTHBOUND LANE,
 SY1315'9.4 METERS (31 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER OF
 SY1315'THE NORTHBOUND LANE,
 SY1315'1.1 METERS (3.5 FT) NORTHEAST FROM A WITNESS POST AND APPROXIMATELY
 SY1315'0.2 KM (0.1 MI) NORTH-NORTHWEST OF MILEPOST 351.
 SY1315'
 SY1315'WASHINGTON DOT, FAA, TIDE STATIONS - 1987.
 SY1315'
 SY1315'THIS STATION SUITABLE FOR GPS SURVEYS.
 SY1315'
 SY1315'DESCRIBED BY D.A. WEGENAST.
 SY1315
 SY1315                          STATION RECOVERY (1987)
 SY1315
 SY1315'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1315'RECOVERED IN GOOD CONDITION.
 SY1315
 SY1315                          STATION RECOVERY (1988)
 SY1315
 SY1315'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SY1315'RECOVERED IN GOOD CONDITION.
 SY1315
 SY1315                          STATION RECOVERY (1988)
 SY1315
 SY1315'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1315'RECOVERED IN GOOD CONDITION.
 SY1315
 SY1315                          STATION RECOVERY (1988)
 SY1315
 SY1315'RECOVERY NOTE BY US POWER SQUADRON 1988 (KAS)
 SY1315'RECOVERED IN GOOD CONDITION.
 SY1315
 SY1315                          STATION RECOVERY (1989)
 SY1315
 SY1315'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1315'RECOVERED IN GOOD CONDITION.
 SY1315
 SY1315                          STATION RECOVERY (1990)
 SY1315
 SY1315'RECOVERY NOTE BY US POWER SQUADRON 1990 (LMC)
 SY1315'RECOVERED IN GOOD CONDITION.
 SY1315
 SY1315                          STATION RECOVERY (1991)
 SY1315
 SY1315'RECOVERY NOTE BY JAY SPEARMAN CONSULTING ENGINEERS 1991
 SY1315'RECOVERED IN GOOD CONDITION.
 SY1315
 SY1315                          STATION RECOVERY (1995)
 SY1315
 SY1315'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (DM)
 SY1315'RECOVERED AS DESCRIBED.
 SY1315
 SY1315                          STATION RECOVERY (1996)
 SY1315
 SY1315'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SY1315'RECOVERED AS DESCRIBED BY NGS 1987, EXCEPT MILE MARKER POST 351 HAS
 SY1315'BEEN MOVED, STATION IS NOW 125.3 M (411.1 FT) NORTH OF THE MILE MARKER
 SY1315'POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0515 ***********************************************************************
 SY0515  DESIGNATION -  F 462
 SY0515  PID         -  SY0515
 SY0515  STATE/COUNTY-  WA/KING
 SY0515  USGS QUAD   -  BLACK DIAMOND (1994)
 SY0515
 SY0515                         *CURRENT SURVEY CONTROL
 SY0515  ___________________________________________________________________
 SY0515* NAD 83(1986)-  47 21 17.     (N)    122 05 50.     (W)     SCALED    
 SY0515* NAVD 88     -       118.982  (meters)     390.36   (feet)  ADJUSTED  
 SY0515  ___________________________________________________________________
 SY0515  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY0515  DYNAMIC HT  -         118.994 (meters)     390.40  (feet)  COMP
 SY0515  MODELED GRAV-     980,711.5   (mgal)                       NAVD 88
 SY0515
 SY0515  VERT ORDER  -  FIRST     CLASS I
 SY0515
 SY0515.The horizontal coordinates were scaled from a topographic map and have
 SY0515.an estimated accuracy of +/- 6 seconds.
 SY0515
 SY0515.The orthometric height was determined by differential leveling
 SY0515.and adjusted by the National Geodetic Survey in June 1991..
 SY0515
 SY0515.The geoid height was determined by GEOID03.
 SY0515
 SY0515.The dynamic height is computed by dividing the NAVD 88
 SY0515.geopotential number by the normal gravity value computed on the
 SY0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0515.degrees latitude (g = 980.6199 gals.).
 SY0515
 SY0515.The modeled gravity was interpolated from observed gravity values.
 SY0515
 SY0515;                    North         East    Units  Estimated Accuracy
 SY0515;SPC WA N     -    40,220.      404,510.      MT  (+/- 180 meters Scaled)
 SY0515
 SY0515                          SUPERSEDED SURVEY CONTROL
 SY0515
 SY0515  NGVD 29 (??/??/??)  117.906  (m)          386.83   (f) ADJUSTED    1 1
 SY0515
 SY0515.Superseded values are not recommended for survey control.
 SY0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0515.See file dsdata.txt to determine how the superseded data were derived.
 SY0515
 SY0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET681449(NAD 83)
 SY0515_MARKER: DB = BENCH MARK DISK
 SY0515_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SY0515+WITH SETTING: INTO GROUND
 SY0515_STAMPING: F 462 1973
 SY0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0515+STABILITY: SURFACE MOTION
 SY0515
 SY0515  HISTORY     - Date     Condition        Report By
 SY0515  HISTORY     - 1973     MONUMENTED       NGS
 SY0515
 SY0515                          STATION DESCRIPTION
 SY0515
 SY0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0515'1.0 MI NE FROM COVINGTON.
 SY0515'1.0 MILE NORTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0515'CROSSING OF COVINGTON WAY SE AT COVINGTON, 1 POLE EAST OF THE EAST END
 SY0515'OF COVINGTON SIDING, 26.8 FEET SOUTH OF THE SOUTH RAIL, 102 FEET
 SY0515'SOUTHEAST AND ACROSS THE TRACK FROM THE CENTER OF A SWITCH STAND, 99.4
 SY0515'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE SIGNAL BOX,
 SY0515'84.6 FEET SOUTHEAST AND ACROSS THE TRACK, FROM THE SOUTHEAST CORNER OF
 SY0515'THE CONCRETE BASE OF A SEMAPHORE, 1.5 FEET WEST OF THE FIRST POLE EAST
 SY0515'OF THE EAST END OF THE SIDING STRACK, 1.4 FEET EAST OF A WITNESS POST,
 SY0515'ABOUT LEVEL WITH THE TRACK, A DISK ON THE TOP OF A COPPER COATED ROD
 SY0515'WHICH IS 4 FEET LONG AND HAS A BASE PLATE ATTACHED. THE UPPER PORTION
 SY0515'OF THE ROD IS ENCASED IN A 4-INCH PLASTIC PIPE PROJECTING 0.1 FOOT
 SY0515'ABOVE THE GROUND.  SECTION 36, T 22N, R 5E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1309 ***********************************************************************
 SY1309  DESIGNATION -  F 463
 SY1309  PID         -  SY1309
 SY1309  STATE/COUNTY-  WA/MASON
 SY1309  USGS QUAD   -  SHELTON (1981)
 SY1309
 SY1309                         *CURRENT SURVEY CONTROL
 SY1309  ___________________________________________________________________
 SY1309* NAD 83(1986)-  47 12 46.     (N)    123 06 10.     (W)     SCALED    
 SY1309* NAVD 88     -         7.192  (meters)      23.60   (feet)  ADJUSTED  
 SY1309  ___________________________________________________________________
 SY1309  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SY1309  DYNAMIC HT  -           7.193 (meters)      23.60  (feet)  COMP
 SY1309  MODELED GRAV-     980,813.8   (mgal)                       NAVD 88
 SY1309
 SY1309  VERT ORDER  -  FIRST     CLASS I
 SY1309
 SY1309.The horizontal coordinates were scaled from a topographic map and have
 SY1309.an estimated accuracy of +/- 6 seconds.
 SY1309
 SY1309.The orthometric height was determined by differential leveling
 SY1309.and adjusted by the National Geodetic Survey in June 1991..
 SY1309
 SY1309.The geoid height was determined by GEOID03.
 SY1309
 SY1309.The dynamic height is computed by dividing the NAVD 88
 SY1309.geopotential number by the normal gravity value computed on the
 SY1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1309.degrees latitude (g = 980.6199 gals.).
 SY1309
 SY1309.The modeled gravity was interpolated from observed gravity values.
 SY1309
 SY1309;                    North         East    Units  Estimated Accuracy
 SY1309;SPC WA S     -   212,160.      302,870.      MT  (+/- 180 meters Scaled)
 SY1309
 SY1309                          SUPERSEDED SURVEY CONTROL
 SY1309
 SY1309  NGVD 29 (??/??/??)    6.139  (m)           20.14   (f) ADJUSTED    1 1
 SY1309
 SY1309.Superseded values are not recommended for survey control.
 SY1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1309.See file dsdata.txt to determine how the superseded data were derived.
 SY1309
 SY1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT922288(NAD 83)
 SY1309_MARKER: DV = VERTICAL CONTROL DISK
 SY1309_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SY1309_SP_SET: BUILDING WALL
 SY1309_STAMPING: F 463 1973
 SY1309_MARK LOGO: NGS   
 SY1309_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1309+STABILITY: SURFACE MOTION
 SY1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1309+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002
 SY1309
 SY1309  HISTORY     - Date     Condition        Report By
 SY1309  HISTORY     - 1973     MONUMENTED       NGS
 SY1309  HISTORY     - 1983     GOOD             USPSQD
 SY1309  HISTORY     - 1983     GOOD             USPSQD
 SY1309  HISTORY     - 1987     GOOD             USPSQD
 SY1309  HISTORY     - 1989     GOOD             USPSQD
 SY1309  HISTORY     - 1990     GOOD             USPSQD
 SY1309  HISTORY     - 19950516 GOOD             WADT
 SY1309  HISTORY     - 20020329 GOOD             USPSQD
 SY1309  HISTORY     - 20050827 GOOD             USPSQD
 SY1309
 SY1309                          STATION DESCRIPTION
 SY1309
 SY1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1309'IN SHELTON.
 SY1309'AT SHELTON, AT THE NORTHWEST CORNER OF THE JUNCTION OF RAILROAD AVENUE
 SY1309'AND SECOND STREET, SET VERTICALLY IN THE EAST BRICK WALL OF THE U.S.
 SY1309'POST OFFICE BUILDING, 5 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 SY1309'BUILDING, 95.2 FEET NORTH OF THE NORTH CURB OF THE AVENUE, 96.3 FEET
 SY1309'WEST OF THE WEST CURB OF THE STREET, 40.7 FEET NORTH OF THE NORTH CURB
 SY1309'OF M. E. REED WAY, AND ABOUT 2 1/2 FEET HIGHER THAN A SIDEWALK.
 SY1309'SECTION 19, T20N, R 3W.
 SY1309
 SY1309                          STATION RECOVERY (1983)
 SY1309
 SY1309'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1309'RECOVERED IN GOOD CONDITION.
 SY1309
 SY1309                          STATION RECOVERY (1983)
 SY1309
 SY1309'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1309'RECOVERED IN GOOD CONDITION.
 SY1309
 SY1309                          STATION RECOVERY (1987)
 SY1309
 SY1309'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1309'RECOVERED IN GOOD CONDITION.
 SY1309
 SY1309                          STATION RECOVERY (1989)
 SY1309
 SY1309'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRH)
 SY1309'RECOVERED IN GOOD CONDITION.
 SY1309
 SY1309                          STATION RECOVERY (1990)
 SY1309
 SY1309'RECOVERY NOTE BY US POWER SQUADRON 1990 (LMC)
 SY1309'RECOVERED IN GOOD CONDITION.
 SY1309
 SY1309                          STATION RECOVERY (1995)
 SY1309
 SY1309'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (DM)
 SY1309'RECOVERED AS DESCRIBED.
 SY1309
 SY1309                          STATION RECOVERY (2002)
 SY1309
 SY1309'RECOVERY NOTE BY US POWER SQUADRON 2002 (PCL)
 SY1309'RECOVERED IN GOOD CONDITION.
 SY1309
 SY1309                          STATION RECOVERY (2005)
 SY1309
 SY1309'RECOVERY NOTE BY US POWER SQUADRON 2005 (EC)
 SY1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1238 ***********************************************************************
 SY1238  TIDAL BM    -  This is a Tidal Bench Mark.
 SY1238  DESIGNATION -  F 464
 SY1238  PID         -  SY1238
 SY1238  STATE/COUNTY-  WA/MASON
 SY1238  USGS QUAD   -  LILLIWAUP (1985)
 SY1238
 SY1238                         *CURRENT SURVEY CONTROL
 SY1238  ___________________________________________________________________
 SY1238* NAD 83(1986)-  47 29 58.     (N)    123 03 43.     (W)     SCALED    
 SY1238* NAVD 88     -        39.498  (meters)     129.59   (feet)  ADJUSTED  
 SY1238  ___________________________________________________________________
 SY1238  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SY1238  DYNAMIC HT  -          39.506 (meters)     129.61  (feet)  COMP
 SY1238  MODELED GRAV-     980,806.4   (mgal)                       NAVD 88
 SY1238
 SY1238  VERT ORDER  -  FIRST     CLASS I
 SY1238
 SY1238.The horizontal coordinates were scaled from a topographic map and have
 SY1238.an estimated accuracy of +/- 6 seconds.
 SY1238
 SY1238.The orthometric height was determined by differential leveling
 SY1238.and adjusted by the National Geodetic Survey in June 1991..
 SY1238
 SY1238.This Tidal Bench Mark is designated as VM 9055
 SY1238.by the Center for Operational Oceanographic Products and Services.
 SY1238
 SY1238.The geoid height was determined by GEOID03.
 SY1238
 SY1238.The dynamic height is computed by dividing the NAVD 88
 SY1238.geopotential number by the normal gravity value computed on the
 SY1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1238.degrees latitude (g = 980.6199 gals.).
 SY1238
 SY1238.The modeled gravity was interpolated from observed gravity values.
 SY1238
 SY1238;                    North         East    Units  Estimated Accuracy
 SY1238;SPC WA S     -   243,910.      307,000.      MT  (+/- 180 meters Scaled)
 SY1238
 SY1238                          SUPERSEDED SURVEY CONTROL
 SY1238
 SY1238  NGVD 29 (??/??/??)   38.424  (m)          126.06   (f) ADJUSTED    1 1
 SY1238
 SY1238.Superseded values are not recommended for survey control.
 SY1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1238.See file dsdata.txt to determine how the superseded data were derived.
 SY1238
 SY1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT953606(NAD 83)
 SY1238_MARKER: DB = BENCH MARK DISK
 SY1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1238_STAMPING: F 464 1973
 SY1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1238+STABILITY: SURFACE MOTION
 SY1238
 SY1238  HISTORY     - Date     Condition        Report By
 SY1238  HISTORY     - 1973     MONUMENTED       NGS
 SY1238  HISTORY     - 1983     GOOD             USPSQD
 SY1238  HISTORY     - 1987     GOOD             USPSQD
 SY1238  HISTORY     - 1990     GOOD             USPSQD
 SY1238
 SY1238                          STATION DESCRIPTION
 SY1238
 SY1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1238'3.6 MI NE FROM LILLIWAUP.
 SY1238'3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1238'LILLIWAUP, 0.3 MILE NORTHEAST OF HIGHWAY MILEPOST 324, AT THE JUNCTION
 SY1238'OF A PRIVATE DRIVEWAY LEADING NORTHEAST DOWNHILL, 31 FEET SOUTHEAST OF
 SY1238'THE CENTER LINE OF THE HIGHWAY, 50 FEET NORTHEAST OF THE NORTHEAST END
 SY1238'OF A LARGE TURN-OUT, 74 1/2 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY
 SY1238'FROM GUY POLE 179S N215GS, 61 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 SY1238'THE DRIVE, 1.1 FEET SOUTHWEST OF POWER LINE POLE 179-N215 WITH A GUY
 SY1238'POLE, 1.0 FOOT NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 SY1238'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 SY1238'ABOVE THE GROUND.  SECTION 9, T 23N, R 3W.
 SY1238
 SY1238                          STATION RECOVERY (1983)
 SY1238
 SY1238'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1238'RECOVERED IN GOOD CONDITION.
 SY1238
 SY1238                          STATION RECOVERY (1987)
 SY1238
 SY1238'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1238'RECOVERED IN GOOD CONDITION.
 SY1238
 SY1238                          STATION RECOVERY (1990)
 SY1238
 SY1238'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1061 ***********************************************************************
 SY1061  DESIGNATION -  F 465
 SY1061  PID         -  SY1061
 SY1061  STATE/COUNTY-  WA/JEFFERSON
 SY1061  USGS QUAD   -  MOUNT WALKER (1995)
 SY1061
 SY1061                         *CURRENT SURVEY CONTROL
 SY1061  ___________________________________________________________________
 SY1061* NAD 83(1986)-  47 52 23.     (N)    122 52 37.     (W)     SCALED    
 SY1061* NAVD 88     -        59.913  (meters)     196.56   (feet)  ADJUSTED  
 SY1061  ___________________________________________________________________
 SY1061  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SY1061  DYNAMIC HT  -          59.927 (meters)     196.61  (feet)  COMP
 SY1061  MODELED GRAV-     980,838.5   (mgal)                       NAVD 88
 SY1061
 SY1061  VERT ORDER  -  FIRST     CLASS I
 SY1061
 SY1061.The horizontal coordinates were scaled from a topographic map and have
 SY1061.an estimated accuracy of +/- 6 seconds.
 SY1061
 SY1061.The orthometric height was determined by differential leveling
 SY1061.and adjusted by the National Geodetic Survey in June 1991..
 SY1061
 SY1061.The geoid height was determined by GEOID03.
 SY1061
 SY1061.The dynamic height is computed by dividing the NAVD 88
 SY1061.geopotential number by the normal gravity value computed on the
 SY1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1061.degrees latitude (g = 980.6199 gals.).
 SY1061
 SY1061.The modeled gravity was interpolated from observed gravity values.
 SY1061
 SY1061;                    North         East    Units  Estimated Accuracy
 SY1061;SPC WA N     -    99,100.      347,150.      MT  (+/- 180 meters Scaled)
 SY1061
 SY1061                          SUPERSEDED SURVEY CONTROL
 SY1061
 SY1061  NGVD 29 (??/??/??)   58.802  (m)          192.92   (f) ADJUSTED    1 1
 SY1061
 SY1061.Superseded values are not recommended for survey control.
 SY1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1061.See file dsdata.txt to determine how the superseded data were derived.
 SY1061
 SY1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU092021(NAD 83)
 SY1061_MARKER: DB = BENCH MARK DISK
 SY1061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1061_SP_SET: CULVERT
 SY1061_STAMPING: F 465 1974
 SY1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1061
 SY1061  HISTORY     - Date     Condition        Report By
 SY1061  HISTORY     - 1974     MONUMENTED       NGS
 SY1061  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SY1061  HISTORY     - 19910615 MARK NOT FOUND   USPSQD
 SY1061  HISTORY     - 20040905 MARK NOT FOUND   USPSQD
 SY1061
 SY1061                          STATION DESCRIPTION
 SY1061
 SY1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1061'3.75 MI N FROM QUILCENE.
 SY1061'3.75 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE QUILCENE HIGH SCHOOL
 SY1061'AT QUILCENE, AT MILEPOST 291, 128 FEET NORTH OF THE CENTER LINE OF A
 SY1061'DRIVEWAY LEADING EAST TO A HOUSE, 23 FEET EAST OF THE CENTER LINE OF
 SY1061'THE HIGHWAY, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD
 SY1061'WALL OF A LARGE CONCRETE BOX CULVERT, 50 FEET NORTHEAST OF AND ACROSS
 SY1061'THE HIGHWAY FROM THE MILEPOST, 0.7 FOOT SOUTH OF THE NORTH END OF THE
 SY1061'HEAD WALL, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  SECTION 36, T
 SY1061'28N, R 2W.
 SY1061
 SY1061                          STATION RECOVERY (1989)
 SY1061
 SY1061'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1061'MARK NOT FOUND.
 SY1061
 SY1061                          STATION RECOVERY (1991)
 SY1061
 SY1061'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWB)
 SY1061'MARK NOT FOUND.
 SY1061
 SY1061                          STATION RECOVERY (2004)
 SY1061
 SY1061'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 SY1061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0866 ***********************************************************************
 TR0866  DESIGNATION -  F 466
 TR0866  PID         -  TR0866
 TR0866  STATE/COUNTY-  WA/CLALLAM
 TR0866  USGS QUAD   -  SEQUIM (1985)
 TR0866
 TR0866                         *CURRENT SURVEY CONTROL
 TR0866  ___________________________________________________________________
 TR0866* NAD 83(1986)-  48 01 25.     (N)    123 00 43.     (W)     SCALED    
 TR0866* NAVD 88     -         9.349  (meters)      30.67   (feet)  ADJUSTED  
 TR0866  ___________________________________________________________________
 TR0866  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 TR0866  DYNAMIC HT  -           9.351 (meters)      30.68  (feet)  COMP
 TR0866  MODELED GRAV-     980,854.3   (mgal)                       NAVD 88
 TR0866
 TR0866  VERT ORDER  -  FIRST     CLASS I
 TR0866
 TR0866.The horizontal coordinates were scaled from a topographic map and have
 TR0866.an estimated accuracy of +/- 6 seconds.
 TR0866
 TR0866.The orthometric height was determined by differential leveling
 TR0866.and adjusted by the National Geodetic Survey in June 1991..
 TR0866
 TR0866.The geoid height was determined by GEOID03.
 TR0866
 TR0866.The dynamic height is computed by dividing the NAVD 88
 TR0866.geopotential number by the normal gravity value computed on the
 TR0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0866.degrees latitude (g = 980.6199 gals.).
 TR0866
 TR0866.The modeled gravity was interpolated from observed gravity values.
 TR0866
 TR0866;                    North         East    Units  Estimated Accuracy
 TR0866;SPC WA N     -   116,110.      337,530.      MT  (+/- 180 meters Scaled)
 TR0866
 TR0866                          SUPERSEDED SURVEY CONTROL
 TR0866
 TR0866  NGVD 29 (??/??/??)    8.220  (m)           26.97   (f) ADJUSTED    1 1
 TR0866
 TR0866.Superseded values are not recommended for survey control.
 TR0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0866.See file dsdata.txt to determine how the superseded data were derived.
 TR0866
 TR0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU991189(NAD 83)
 TR0866_MARKER: DB = BENCH MARK DISK
 TR0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0866_SP_SET: CULVERT
 TR0866_STAMPING: F 466 1974
 TR0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0866
 TR0866  HISTORY     - Date     Condition        Report By
 TR0866  HISTORY     - 1974     MONUMENTED       NGS
 TR0866
 TR0866                          STATION DESCRIPTION
 TR0866
 TR0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0866'6.0 MI SE FROM SEQUIM.
 TR0866'6.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF SEQUIM
 TR0866'AVENUE AT SEQUIM, AT THE JUNCTION OF CARRIEA ROAD LEADING SOUTH AND A
 TR0866'GRAVEL ROAD LEADING NORTHEAST ACROSS A RAILROAD TRACK, 25 1/2 FEET
 TR0866'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTHWEST OF THE
 TR0866'CENTER LINE OF THE ROAD, IN THE TOP OF THE SOUTHEAST END OF THE
 TR0866'SOUTHWEST CONCRETE HEAD WALL OF A LARGE CONCRETE BOX CULVERT, 50 FEET
 TR0866'SOUTHEAST OF THE EXTENDED CENTER LINE OF THE ROAD LEADING NORTHEAST,
 TR0866'0.8 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL, AND ABOUT 3
 TR0866'1/2 FEET LOWER THAN THE HIGHWAY.  SECTION 12, T 29N, R 3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0804 ***********************************************************************
 TR0804  DESIGNATION -  F 467
 TR0804  PID         -  TR0804
 TR0804  STATE/COUNTY-  WA/CLALLAM
 TR0804  USGS QUAD   -  PORT ANGELES (1985)
 TR0804
 TR0804                         *CURRENT SURVEY CONTROL
 TR0804  ___________________________________________________________________
 TR0804* NAD 83(1986)-  48 06 23.     (N)    123 23 56.     (W)     SCALED    
 TR0804* NAVD 88     -        56.773  (meters)     186.26   (feet)  ADJUSTED  
 TR0804  ___________________________________________________________________
 TR0804  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 TR0804  DYNAMIC HT  -          56.787 (meters)     186.31  (feet)  COMP
 TR0804  MODELED GRAV-     980,852.8   (mgal)                       NAVD 88
 TR0804
 TR0804  VERT ORDER  -  FIRST     CLASS I
 TR0804
 TR0804.The horizontal coordinates were scaled from a topographic map and have
 TR0804.an estimated accuracy of +/- 6 seconds.
 TR0804
 TR0804.The orthometric height was determined by differential leveling
 TR0804.and adjusted by the National Geodetic Survey in June 1991..
 TR0804
 TR0804.The geoid height was determined by GEOID03.
 TR0804
 TR0804.The dynamic height is computed by dividing the NAVD 88
 TR0804.geopotential number by the normal gravity value computed on the
 TR0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0804.degrees latitude (g = 980.6199 gals.).
 TR0804
 TR0804.The modeled gravity was interpolated from observed gravity values.
 TR0804
 TR0804;                    North         East    Units  Estimated Accuracy
 TR0804;SPC WA N     -   126,200.      308,990.      MT  (+/- 180 meters Scaled)
 TR0804
 TR0804                          SUPERSEDED SURVEY CONTROL
 TR0804
 TR0804  NGVD 29 (??/??/??)   55.645  (m)          182.56   (f) ADJUSTED    1 1
 TR0804
 TR0804.Superseded values are not recommended for survey control.
 TR0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0804.See file dsdata.txt to determine how the superseded data were derived.
 TR0804
 TR0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU703282(NAD 83)
 TR0804_MARKER: DB = BENCH MARK DISK
 TR0804_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TR0804+WITH SETTING: INTO GROUND
 TR0804_STAMPING: F 467 1974
 TR0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0804+STABILITY: SURFACE MOTION
 TR0804
 TR0804  HISTORY     - Date     Condition        Report By
 TR0804  HISTORY     - 1974     MONUMENTED       NGS
 TR0804  HISTORY     - 19910703 GOOD             USPSQD
 TR0804
 TR0804                          STATION DESCRIPTION
 TR0804
 TR0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0804'1.75 MI E FROM PORT ANGELES.
 TR0804'1.75 MILES EAST ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF LINCOLN
 TR0804'STREET AT PORT ANGELES, 0.15 MILE EAST OF THE JUNCTION OF GOLF COURSE
 TR0804'ROAD, 0.55 MILE EAST OF BENCH MARK L 14, AT THE JUNCTION OF A DRIVEWAY
 TR0804'LEADING NORTH TO A TRAILER COURT, 36 FEET NORTH OF THE CENTER LINE OF
 TR0804'THE WEST BOUND HIGHWAY LANES, 112.6 FEET NORTH OF AND ACROSS THE
 TR0804'HIGHWAY FROM THE NORTHWEST CORNER OF A TIRE STORE, 28.0 FEET NORTHEAST
 TR0804'OF THE NORTHEAST CORNER OF A STEEL GRATE OF A CATCH BASIN, 18.8 FEET
 TR0804'NORTH OF THE NORTH CURB OF THE HIGHWAY, 1 1/2 FEET WEST OF POWER LINE
 TR0804'POLE WITH TRANSFORMER 25-7456, 1.5 FEET EAST OF A WITNESS POST, ABOUT
 TR0804'LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 TR0804'STEEL ROAD WHICH IS 4 FEET LONG AND HAS A BASE PLATE ATTACHED. THE
 TR0804'UPPER PORTION OF THE ROD IS ENCASED IN CONCRETE PROJECTING 0.1 FOOT
 TR0804'ABOVE THE GROUND.  SECTION 12, T 30N, R 6W.
 TR0804
 TR0804                          STATION RECOVERY (1991)
 TR0804
 TR0804'RECOVERY NOTE BY US POWER SQUADRON 1991 (PES)
 TR0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0908 ***********************************************************************
 TR0908  DESIGNATION -  F 468
 TR0908  PID         -  TR0908
 TR0908  STATE/COUNTY-  WA/CLALLAM
 TR0908  USGS QUAD   -  DISQUE (1978)
 TR0908
 TR0908                         *CURRENT SURVEY CONTROL
 TR0908  ___________________________________________________________________
 TR0908* NAD 83(1986)-  48 08 19.     (N)    123 45 38.     (W)     SCALED    
 TR0908* NAVD 88     -       108.386  (meters)     355.60   (feet)  ADJUSTED  
 TR0908  ___________________________________________________________________
 TR0908  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 TR0908  DYNAMIC HT  -         108.414 (meters)     355.69  (feet)  COMP
 TR0908  MODELED GRAV-     980,869.0   (mgal)                       NAVD 88
 TR0908
 TR0908  VERT ORDER  -  FIRST     CLASS I
 TR0908
 TR0908.The horizontal coordinates were scaled from a topographic map and have
 TR0908.an estimated accuracy of +/- 6 seconds.
 TR0908
 TR0908.The orthometric height was determined by differential leveling
 TR0908.and adjusted by the National Geodetic Survey in June 1991..
 TR0908
 TR0908.The geoid height was determined by GEOID03.
 TR0908
 TR0908.The dynamic height is computed by dividing the NAVD 88
 TR0908.geopotential number by the normal gravity value computed on the
 TR0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0908.degrees latitude (g = 980.6199 gals.).
 TR0908
 TR0908.The modeled gravity was interpolated from observed gravity values.
 TR0908
 TR0908;                    North         East    Units  Estimated Accuracy
 TR0908;SPC WA N     -   130,740.      282,210.      MT  (+/- 180 meters Scaled)
 TR0908
 TR0908                          SUPERSEDED SURVEY CONTROL
 TR0908
 TR0908  NGVD 29 (??/??/92)  107.267  (m)          351.93   (f) ADJ UNCH    1 1
 TR0908
 TR0908.Superseded values are not recommended for survey control.
 TR0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0908.See file dsdata.txt to determine how the superseded data were derived.
 TR0908
 TR0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU434319(NAD 83)
 TR0908_MARKER: DB = BENCH MARK DISK
 TR0908_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TR0908+WITH SETTING: INTO GROUND
 TR0908_STAMPING: F 468 1974
 TR0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0908+STABILITY: SURFACE MOTION
 TR0908
 TR0908  HISTORY     - Date     Condition        Report By
 TR0908  HISTORY     - 1974     MONUMENTED       NGS
 TR0908  HISTORY     - 1976     GOOD             LOCENG
 TR0908  HISTORY     - 19910716 GOOD             USPSQD
 TR0908
 TR0908                          STATION DESCRIPTION
 TR0908
 TR0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0908'1.25 MI W FROM JOYCE.
 TR0908'ABOUT 1.25 MILES WEST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF
 TR0908'AGATE-CRESCENT BEACH ROAD AT JOYCE, 0.75 MILE WEST OF CRESCENT
 TR0908'CONSOLIDATED SCHOOL, 0.35 MILE EAST OF THE T JUCTION OF ROAD LEADING
 TR0908'SOUTH, AT THE EAST END OF A SMALL TURN-OUT AND THE JUNCTION OF A DIRT
 TR0908'ROAD LEADING SOUTH TO PRIVATE RESIDENCE, 29 FEET SOUTH OF THE CENTER
 TR0908'LINE OF THE HIGHWAY, 22 1/2 FEET EAST OF THE CENTER LINE OF DIRT ROAD,
 TR0908'2 1/2 EAST OF A POWER LINE POLE SUPPORTING A TRANSFORMER, 1.5 FEET
 TR0908'WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TR0908'HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL
 TR0908'ROD WITH BASE PLATE ATTACHED.  THE DISK IS FLUSH WITH THE GROUND AND
 TR0908'PROTECTED BY A 4-INCH PLASTIC PIPE PROJECTING 0.1 FOOT AND REINFORCED
 TR0908'WITH CONCRETE NEAR THE TOP.  SEC. 31 T 31N R 8W.
 TR0908
 TR0908                          STATION RECOVERY (1976)
 TR0908
 TR0908'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 TR0908'RECOVERED IN GOOD CONDITION.
 TR0908
 TR0908                          STATION RECOVERY (1991)
 TR0908
 TR0908'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0066 ***********************************************************************
 TS0066  DESIGNATION -  F 469
 TS0066  PID         -  TS0066
 TS0066  STATE/COUNTY-  WA/CLALLAM
 TS0066  USGS QUAD   -  PYSHT (1984)
 TS0066
 TS0066                         *CURRENT SURVEY CONTROL
 TS0066  ___________________________________________________________________
 TS0066* NAD 83(1986)-  48 10 58.     (N)    124 03 47.     (W)     SCALED    
 TS0066* NAVD 88     -        51.052  (meters)     167.49   (feet)  ADJUSTED  
 TS0066  ___________________________________________________________________
 TS0066  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 TS0066  DYNAMIC HT  -          51.065 (meters)     167.54  (feet)  COMP
 TS0066  MODELED GRAV-     980,866.7   (mgal)                       NAVD 88
 TS0066
 TS0066  VERT ORDER  -  FIRST     CLASS I
 TS0066
 TS0066.The horizontal coordinates were scaled from a topographic map and have
 TS0066.an estimated accuracy of +/- 6 seconds.
 TS0066
 TS0066.The orthometric height was determined by differential leveling
 TS0066.and adjusted by the National Geodetic Survey in June 1991..
 TS0066
 TS0066.The geoid height was determined by GEOID03.
 TS0066
 TS0066.The dynamic height is computed by dividing the NAVD 88
 TS0066.geopotential number by the normal gravity value computed on the
 TS0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0066.degrees latitude (g = 980.6199 gals.).
 TS0066
 TS0066.The modeled gravity was interpolated from observed gravity values.
 TS0066
 TS0066;                    North         East    Units  Estimated Accuracy
 TS0066;SPC WA N     -   136,540.      259,920.      MT  (+/- 180 meters Scaled)
 TS0066
 TS0066                          SUPERSEDED SURVEY CONTROL
 TS0066
 TS0066  NGVD 29 (??/??/92)   49.930  (m)          163.81   (f) ADJ UNCH    1 1
 TS0066
 TS0066.Superseded values are not recommended for survey control.
 TS0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0066.See file dsdata.txt to determine how the superseded data were derived.
 TS0066
 TS0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU209371(NAD 83)
 TS0066_MARKER: DB = BENCH MARK DISK
 TS0066_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TS0066+WITH SETTING: INTO GROUND
 TS0066_STAMPING: F 469 1974
 TS0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0066+STABILITY: SURFACE MOTION
 TS0066
 TS0066  HISTORY     - Date     Condition        Report By
 TS0066  HISTORY     - 1974     MONUMENTED       NGS
 TS0066  HISTORY     - 1979     GOOD             NGS
 TS0066
 TS0066                          STATION DESCRIPTION
 TS0066
 TS0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0066'3.75 MI E FROM PYSHT.
 TS0066'ABOUT 3.75 MILES EAST ALONG STATE HIGHWAY 112 FROM THE JUNCTION AT
 TS0066'PYSHT, 0.3 MILE NORTHEAST OF JIM CREEK, ON THE OUTSIDE OF A HAIRPIN
 TS0066'CURVE, 31 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 85.5 FEET
 TS0066'NORTHEAST OF AND ACROSS THE HIGHWAY FROM A POST FOR UNDERGROUND CABLE
 TS0066'WARNING SIGN, 1.4 FEET WEST-SOUTHEAST OF A 4 BY 4-INCH POST WITH A
 TS0066'SIGN WITH ARROW, 1.3 FEET EAST-NORTHEAST OF A METAL WITNESS POST,
 TS0066'ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT LENGTH
 TS0066'OF COPPER COATED STEEL ROD WITH BASE PLATE ATTACHED.  THE DISK IS
 TS0066'FLUSH WITH THE GROUND AND IS PROTECTED BY A 4-INCH PLASTIC PIPE WHICH
 TS0066'PROJECTS 0.2 FOOT AND IS REINFORCED WITH CONCRETE NEAR THE SURFACE.
 TS0066'SEC. 13, T 31N, R 11W.
 TS0066
 TS0066                          STATION RECOVERY (1979)
 TS0066
 TS0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TS0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0003 ***********************************************************************
 SA0003  DESIGNATION -  F 47
 SA0003  PID         -  SA0003
 SA0003  STATE/COUNTY-  WA/WHITMAN
 SA0003  USGS QUAD   -  STARBUCK EAST (1981)
 SA0003
 SA0003                         *CURRENT SURVEY CONTROL
 SA0003  ___________________________________________________________________
 SA0003* NAD 83(1986)-  46 36 40.     (N)    118 05 15.     (W)     SCALED    
 SA0003* NAVD 88     -       190.415  (meters)     624.72   (feet)  ADJUSTED  
 SA0003  ___________________________________________________________________
 SA0003  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 SA0003  DYNAMIC HT  -         190.417 (meters)     624.73  (feet)  COMP
 SA0003  MODELED GRAV-     980,620.6   (mgal)                       NAVD 88
 SA0003
 SA0003  VERT ORDER  -  SECOND    CLASS 0
 SA0003
 SA0003.The horizontal coordinates were scaled from a topographic map and have
 SA0003.an estimated accuracy of +/- 6 seconds.
 SA0003
 SA0003.The orthometric height was determined by differential leveling
 SA0003.and adjusted by the National Geodetic Survey in June 1991..
 SA0003
 SA0003.The geoid height was determined by GEOID03.
 SA0003
 SA0003.The dynamic height is computed by dividing the NAVD 88
 SA0003.geopotential number by the normal gravity value computed on the
 SA0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0003.degrees latitude (g = 980.6199 gals.).
 SA0003
 SA0003.The modeled gravity was interpolated from observed gravity values.
 SA0003
 SA0003;                    North         East    Units  Estimated Accuracy
 SA0003;SPC WA S     -   144,850.      684,770.      MT  (+/- 180 meters Scaled)
 SA0003
 SA0003                          SUPERSEDED SURVEY CONTROL
 SA0003
 SA0003  NGVD 29 (??/??/92)  189.457  (m)          621.58   (f) ADJ UNCH    2 0
 SA0003
 SA0003.Superseded values are not recommended for survey control.
 SA0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0003.See file dsdata.txt to determine how the superseded data were derived.
 SA0003
 SA0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM167625(NAD 83)
 SA0003_MARKER: DB = BENCH MARK DISK
 SA0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0003_SP_SET: ABUTMENT
 SA0003_STAMPING: F 47 1934
 SA0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0003
 SA0003  HISTORY     - Date     Condition        Report By
 SA0003  HISTORY     - 1934     MONUMENTED       CGS
 SA0003
 SA0003                          STATION DESCRIPTION
 SA0003
 SA0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SA0003'2.1 MI SW FROM CANYON.
 SA0003'2.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 SA0003'AT CANYON, 53 YARDS WEST NORTHWEST OF MILEPOST 20, 82 YARDS
 SA0003'WEST-NORTHWEST OF THE CENTER OF A PUBLIC-ROAD CROSSING, AT BRIDGE
 SA0003'19.96, IN THE TOP OF THE WEST ABUTMENT, 4 FEET SOUTH OF THE NORTH
 SA0003'EDGE, AND 6-1/2 FEET NORTH OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0135 ***********************************************************************
 TS0135  DESIGNATION -  F 470
 TS0135  PID         -  TS0135
 TS0135  STATE/COUNTY-  WA/CLALLAM
 TS0135  USGS QUAD   -  NEAH BAY (1984)
 TS0135
 TS0135                         *CURRENT SURVEY CONTROL
 TS0135  ___________________________________________________________________
 TS0135* NAD 83(1986)-  48 20 39.     (N)    124 30 47.     (W)     SCALED    
 TS0135* NAVD 88     -        18.098  (meters)      59.38   (feet)  ADJUSTED  
 TS0135  ___________________________________________________________________
 TS0135  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 TS0135  DYNAMIC HT  -          18.104 (meters)      59.40  (feet)  COMP
 TS0135  MODELED GRAV-     980,900.4   (mgal)                       NAVD 88
 TS0135
 TS0135  VERT ORDER  -  FIRST     CLASS I
 TS0135
 TS0135.The horizontal coordinates were scaled from a topographic map and have
 TS0135.an estimated accuracy of +/- 6 seconds.
 TS0135
 TS0135.The orthometric height was determined by differential leveling
 TS0135.and adjusted by the National Geodetic Survey in June 1991..
 TS0135
 TS0135.The geoid height was determined by GEOID03.
 TS0135
 TS0135.The dynamic height is computed by dividing the NAVD 88
 TS0135.geopotential number by the normal gravity value computed on the
 TS0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0135.degrees latitude (g = 980.6199 gals.).
 TS0135
 TS0135.The modeled gravity was interpolated from observed gravity values.
 TS0135
 TS0135;                    North         East    Units  Estimated Accuracy
 TS0135;SPC WA N     -   155,970.      227,350.      MT  (+/- 180 meters Scaled)
 TS0135
 TS0135                          SUPERSEDED SURVEY CONTROL
 TS0135
 TS0135  NGVD 29 (??/??/92)   16.963  (m)           55.65   (f) ADJ UNCH    1 1
 TS0135
 TS0135.Superseded values are not recommended for survey control.
 TS0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0135.See file dsdata.txt to determine how the superseded data were derived.
 TS0135
 TS0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU878556(NAD 83)
 TS0135_MARKER: DB = BENCH MARK DISK
 TS0135_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TS0135+WITH SETTING: INTO GROUND
 TS0135_STAMPING: F 470 1974
 TS0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0135+STABILITY: SURFACE MOTION
 TS0135
 TS0135  HISTORY     - Date     Condition        Report By
 TS0135  HISTORY     - 1974     MONUMENTED       NGS
 TS0135
 TS0135                          STATION DESCRIPTION
 TS0135
 TS0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0135'6.0 MI SE FROM NEAH BAY.
 TS0135'ABOUT 6.0 MILES SOUTHEAST ALONG BAYVIEW AVENUE AND STATE HIGHWAY 112
 TS0135'FROM THE POST OFFICE AT NEAH BAY, ON THE OUTSIDE OF A CURVE, 17 POLES
 TS0135'NORTH OF HIGHWAY MILEPOST 3, 62 1/2 FEET NORTHEAST OF THE CENTER LINE
 TS0135'OF THE HIGHWAY, 7 FEET SOUTHWEST OF THE NORTHEAST EDGE OF A CUT BANK
 TS0135'EXTENDING TO THE BEACH, 2 FEET SOUTHEAST OF TELEPHONE POLE, 1.0 FOOT
 TS0135'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS
 TS0135'A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD WITH BASE
 TS0135'PLATE ATTACHED.  THE DISK IS 0.1 FOOT BELOW THE SURFACE OF THE GROUND
 TS0135'AND PROTECTED BY A 4-INCH METAL PIPE THAT IS FLUSH WITH THE GROUND AND
 TS0135'REINFORECED WITH CONCRETE NEAR THE SURFACE.  21, T 33N, R14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1498 ***********************************************************************
 SY1498  DESIGNATION -  F 471
 SY1498  PID         -  SY1498
 SY1498  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1498  USGS QUAD   -  LAKE QUINAULT WEST (1995)
 SY1498
 SY1498                         *CURRENT SURVEY CONTROL
 SY1498  ___________________________________________________________________
 SY1498* NAD 83(1986)-  47 27 27.     (N)    123 53 21.     (W)     SCALED    
 SY1498* NAVD 88     -        66.160  (meters)     217.06   (feet)  ADJUSTED  
 SY1498  ___________________________________________________________________
 SY1498  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 SY1498  DYNAMIC HT  -          66.171 (meters)     217.10  (feet)  COMP
 SY1498  MODELED GRAV-     980,769.5   (mgal)                       NAVD 88
 SY1498
 SY1498  VERT ORDER  -  FIRST     CLASS I
 SY1498
 SY1498.The horizontal coordinates were scaled from a topographic map and have
 SY1498.an estimated accuracy of +/- 6 seconds.
 SY1498
 SY1498.The orthometric height was determined by differential leveling
 SY1498.and adjusted by the National Geodetic Survey in June 1991..
 SY1498
 SY1498.The geoid height was determined by GEOID03.
 SY1498
 SY1498.The dynamic height is computed by dividing the NAVD 88
 SY1498.geopotential number by the normal gravity value computed on the
 SY1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1498.degrees latitude (g = 980.6199 gals.).
 SY1498
 SY1498.The modeled gravity was interpolated from observed gravity values.
 SY1498
 SY1498;                    North         East    Units  Estimated Accuracy
 SY1498;SPC WA S     -   241,610.      244,510.      MT  (+/- 180 meters Scaled)
 SY1498
 SY1498                          SUPERSEDED SURVEY CONTROL
 SY1498
 SY1498  NGVD 29 (??/??/??)   65.118  (m)          213.64   (f) ADJUSTED    1 1
 SY1498
 SY1498.Superseded values are not recommended for survey control.
 SY1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1498.See file dsdata.txt to determine how the superseded data were derived.
 SY1498
 SY1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT329563(NAD 83)
 SY1498_MARKER: DB = BENCH MARK DISK
 SY1498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1498_SP_SET: CURB
 SY1498_STAMPING: F 471 1974
 SY1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1498
 SY1498  HISTORY     - Date     Condition        Report By
 SY1498  HISTORY     - 1974     MONUMENTED       NGS
 SY1498  HISTORY     - 1987     GOOD             USPSQD
 SY1498  HISTORY     - 1990     GOOD             USPSQD
 SY1498
 SY1498                          STATION DESCRIPTION
 SY1498
 SY1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1498'IN AMANDA PARK.
 SY1498'AT AMANDA PARK, AT THE HIGHWAY BRIDGE ACROSS QUINAULT RIVER, 14 1/2
 SY1498'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE
 SY1498'SOUTHEAST END OF THE SOUTHWEST CONCRETE GUARDRAIL CURB, 0.9 FOOT
 SY1498'NORTHWEST OF THE SOUTHEAST END OF THE CURB AND 1/2 FOOT ABOVE THE
 SY1498'LEVEL OF THE HIGHWAY.  SECTION 25, T 23N, R 10W.
 SY1498
 SY1498                          STATION RECOVERY (1987)
 SY1498
 SY1498'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 SY1498'RECOVERED IN GOOD CONDITION.
 SY1498
 SY1498                          STATION RECOVERY (1990)
 SY1498
 SY1498'RECOVERY NOTE BY US POWER SQUADRON 1990 (CMS)
 SY1498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0008 ***********************************************************************
 TS0008  DESIGNATION -  F 472
 TS0008  PID         -  TS0008
 TS0008  STATE/COUNTY-  WA/CLALLAM
 TS0008  USGS QUAD   -  LAKE PLEASANT (1984)
 TS0008
 TS0008                         *CURRENT SURVEY CONTROL
 TS0008  ___________________________________________________________________
 TS0008* NAD 83(1986)-  48 02 40.     (N)    124 22 28.     (W)     SCALED    
 TS0008* NAVD 88     -       112.004  (meters)     367.47   (feet)  ADJUSTED  
 TS0008  ___________________________________________________________________
 TS0008  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 TS0008  DYNAMIC HT  -         112.026 (meters)     367.54  (feet)  COMP
 TS0008  MODELED GRAV-     980,807.1   (mgal)                       NAVD 88
 TS0008
 TS0008  VERT ORDER  -  FIRST     CLASS I
 TS0008
 TS0008.The horizontal coordinates were scaled from a topographic map and have
 TS0008.an estimated accuracy of +/- 6 seconds.
 TS0008
 TS0008.The orthometric height was determined by differential leveling
 TS0008.and adjusted by the National Geodetic Survey in June 1991..
 TS0008
 TS0008.The geoid height was determined by GEOID03.
 TS0008
 TS0008.The dynamic height is computed by dividing the NAVD 88
 TS0008.geopotential number by the normal gravity value computed on the
 TS0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TS0008.degrees latitude (g = 980.6199 gals.).
 TS0008
 TS0008.The modeled gravity was interpolated from observed gravity values.
 TS0008
 TS0008;                    North         East    Units  Estimated Accuracy
 TS0008;SPC WA N     -   122,200.      236,080.      MT  (+/- 180 meters Scaled)
 TS0008
 TS0008                          SUPERSEDED SURVEY CONTROL
 TS0008
 TS0008  NGVD 29 (??/??/92)  110.898  (m)          363.84   (f) ADJ UNCH    1 1
 TS0008
 TS0008.Superseded values are not recommended for survey control.
 TS0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0008.See file dsdata.txt to determine how the superseded data were derived.
 TS0008
 TS0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU975221(NAD 83)
 TS0008_MARKER: DB = BENCH MARK DISK
 TS0008_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TS0008_SP_SET: 7 FEET
 TS0008_STAMPING: F 472 1974
 TS0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TS0008
 TS0008  HISTORY     - Date     Condition        Report By
 TS0008  HISTORY     - 1974     MONUMENTED       NGS
 TS0008  HISTORY     - 19910710 GOOD             USPSQD
 TS0008
 TS0008                          STATION DESCRIPTION
 TS0008
 TS0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TS0008'5.05 MI SW FROM SAPPHO.
 TS0008'ABOUT 5.05 MILES SOUTHWEST ALONG U. S. HIGHWAY 101 FROM THE JUNCTION
 TS0008'OF BURNT MOUNTAIN ROAD AT SAPPHO, 0.1 MILE SOUTHWEST OF HIGHWAY
 TS0008'MILEPOST 199, 4 TELEPHONE POLES NORTHEAST OF THE JUNCTION OF GRAVELED
 TS0008'ROAD LEADING EAST, 1 POLE NORTHEAST OF THE NORTHEAST END OF A TURN-OUT
 TS0008'FOR HIGHWAY TRAFFIC ON NORTHWEST SIDE OF HIGHWAY, 0.15 MILE NORTHEAST
 TS0008'OF THE JUNCTION OF A ROAD LEADING TO A DISPOSAL AREA, 37 1/2 FEET
 TS0008'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET SOUTHEAST OF A
 TS0008'TELEPHONE POLE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT
 TS0008'LEVEL WITH THE HIGHWAY AND IS A DISK ON TOP OF A COPPER COATED STEEL
 TS0008'ROD 0.1 FOOT BELOW THE SURFACE OF THE GROUND AND PROTECTED BY A 4-INCH
 TS0008'METAL PIPE THAT IS FLUSH WITH THE GROUND AND REINFORCED WITH CONCRETE
 TS0008'NEAR THE SURFACE.  THE ROD WAS DRIVEN 7 FEET TO REFUSAL. SECTION 4, T
 TS0008'29N, R 13W.
 TS0008
 TS0008                          STATION RECOVERY (1991)
 TS0008
 TS0008'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLS)
 TS0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0195 ***********************************************************************
 SD0195  DESIGNATION -  F 473
 SD0195  PID         -  SD0195
 SD0195  STATE/COUNTY-  WA/JEFFERSON
 SD0195  USGS QUAD   -  ANDERSON CREEK (1982)
 SD0195
 SD0195                         *CURRENT SURVEY CONTROL
 SD0195  ___________________________________________________________________
 SD0195* NAD 83(1986)-  47 50 59.     (N)    124 17 47.     (W)     SCALED    
 SD0195* NAVD 88     -       177.063  (meters)     580.91   (feet)  ADJUSTED  
 SD0195  ___________________________________________________________________
 SD0195  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SD0195  DYNAMIC HT  -         177.093 (meters)     581.01  (feet)  COMP
 SD0195  MODELED GRAV-     980,777.3   (mgal)                       NAVD 88
 SD0195
 SD0195  VERT ORDER  -  FIRST     CLASS I
 SD0195
 SD0195.The horizontal coordinates were scaled from a topographic map and have
 SD0195.an estimated accuracy of +/- 6 seconds.
 SD0195
 SD0195.The orthometric height was determined by differential leveling
 SD0195.and adjusted by the National Geodetic Survey in June 1991..
 SD0195
 SD0195.The geoid height was determined by GEOID03.
 SD0195
 SD0195.The dynamic height is computed by dividing the NAVD 88
 SD0195.geopotential number by the normal gravity value computed on the
 SD0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0195.degrees latitude (g = 980.6199 gals.).
 SD0195
 SD0195.The modeled gravity was interpolated from observed gravity values.
 SD0195
 SD0195;                    North         East    Units  Estimated Accuracy
 SD0195;SPC WA N     -   100,300.      240,920.      MT  (+/- 180 meters Scaled)
 SD0195
 SD0195                          SUPERSEDED SURVEY CONTROL
 SD0195
 SD0195  NGVD 29 (??/??/92)  175.978  (m)          577.35   (f) ADJ UNCH    1 1
 SD0195
 SD0195.Superseded values are not recommended for survey control.
 SD0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0195.See file dsdata.txt to determine how the superseded data were derived.
 SD0195
 SD0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDU030004(NAD 83)
 SD0195_MARKER: DB = BENCH MARK DISK
 SD0195_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0195+WITH SETTING: INTO GROUND
 SD0195_STAMPING: F 473 1974
 SD0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0195+STABILITY: SURFACE MOTION
 SD0195
 SD0195  HISTORY     - Date     Condition        Report By
 SD0195  HISTORY     - 1974     MONUMENTED       NGS
 SD0195
 SD0195                          STATION DESCRIPTION
 SD0195
 SD0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0195'10.5 MI SE FROM FORKS.
 SD0195'ABOUT 10.5 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SD0195'THE JUNCTION OF DIVISION STREET AT FORKS, 0.05 MILE WEST OF THE
 SD0195'JUNCTION OF A GRAVELED ROAD LEADING SOUTH, AT HIGHWAY MILEPOST 181 AND
 SD0195'ACROSS THE HIGHWAY FROM A STATE HIGHWAY MAINTENANCE YARD, 34 FEET
 SD0195'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 150 FEET WEST-SOUTHWEST OF
 SD0195'AND ACROSS THE HIGHWAY FROM IRON GATE POST FOR GATE AT MAINTENANCE
 SD0195'YARD, 91 1/2 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM HIGHWAY
 SD0195'MILEPOST 181, 81.5 FEET SOUTH-SOUTHEAST OF AND ACROSS THE HIGHWAY FROM
 SD0195'THE WEST END OF A FENCE, 6 1/2 FEET SOUTH OF A POWER LINE POLE, ABOUT
 SD0195'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IS A DISK ON TOP OF A 4-FOOT
 SD0195'LENGTH OF COPPER COATED STEEL ROD WITH BASE PLATE ATTACHED. THE DISK
 SD0195'IS FLUSH WITH THE GROUND AND IS PROTECTED BY A 4-INCH PLASTIC PIPE
 SD0195'THAT PROJECTS 0.4 FOOT AND IS REINFORCED WITH CONCRETE NEAR THE
 SD0195'SURFACE.  SECTION 18, T 27N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0257 ***********************************************************************
 SD0257  DESIGNATION -  F 474
 SD0257  PID         -  SD0257
 SD0257  STATE/COUNTY-  WA/JEFFERSON
 SD0257  USGS QUAD   -  SALMON RIVER WEST (1990)
 SD0257
 SD0257                         *CURRENT SURVEY CONTROL
 SD0257  ___________________________________________________________________
 SD0257* NAD 83(1986)-  47 32 05.     (N)    124 13 23.     (W)     SCALED    
 SD0257* NAVD 88     -        73.812  (meters)     242.16   (feet)  ADJUSTED  
 SD0257  ___________________________________________________________________
 SD0257  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 SD0257  DYNAMIC HT  -          73.825 (meters)     242.21  (feet)  COMP
 SD0257  MODELED GRAV-     980,793.9   (mgal)                       NAVD 88
 SD0257
 SD0257  VERT ORDER  -  FIRST     CLASS I
 SD0257
 SD0257.The horizontal coordinates were scaled from a topographic map and have
 SD0257.an estimated accuracy of +/- 6 seconds.
 SD0257
 SD0257.The orthometric height was determined by differential leveling
 SD0257.and adjusted by the National Geodetic Survey in June 1991..
 SD0257
 SD0257.The geoid height was determined by GEOID03.
 SD0257
 SD0257.The dynamic height is computed by dividing the NAVD 88
 SD0257.geopotential number by the normal gravity value computed on the
 SD0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0257.degrees latitude (g = 980.6199 gals.).
 SD0257
 SD0257.The modeled gravity was interpolated from observed gravity values.
 SD0257
 SD0257;                    North         East    Units  Estimated Accuracy
 SD0257;SPC WA N     -    65,070.      244,860.      MT  (+/- 180 meters Scaled)
 SD0257
 SD0257                          SUPERSEDED SURVEY CONTROL
 SD0257
 SD0257  NGVD 29 (??/??/92)   72.762  (m)          238.72   (f) ADJ UNCH    1 1
 SD0257
 SD0257.Superseded values are not recommended for survey control.
 SD0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0257.See file dsdata.txt to determine how the superseded data were derived.
 SD0257
 SD0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT079653(NAD 83)
 SD0257_MARKER: DB = BENCH MARK DISK
 SD0257_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SD0257_SP_SET: 9 FEET
 SD0257_STAMPING: F 474 1974
 SD0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SD0257
 SD0257  HISTORY     - Date     Condition        Report By
 SD0257  HISTORY     - 1974     MONUMENTED       NGS
 SD0257
 SD0257                          STATION DESCRIPTION
 SD0257
 SD0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0257'7.3 MI S FROM QUEETS.
 SD0257'ABOUT 7.3 MILES SOUTH ALONG U. S. HIGHWAY 101 FROM THE INTERSECTION OF
 SD0257'QUEETS AVENUE AT QUEETS, 0.15 MILE WEST OF THE JEFFERSON-GRAYS HARBOR
 SD0257'COUNTY LINE, AT A NORTH-SOUTH GRAVELED ROAD INTERSECTION WITH ROAD
 SD0257'NORTH LEADING TO QUEETS RIVER, 99 1/2 FEET NORTH OF THE CENTER LINE OF
 SD0257'THE HIGHWAY, 24 1/2 FEET EAST OF THE CENTER LINE OF GRAVELED ROAD
 SD0257'LEADING NORTH TO QUEETS RIVER, 2 FEET SOUTH OF THE EAST SUPPORT POST
 SD0257'FOR QUEETS RIVER 14 MILES SIGN, 1.5 FEET EAST OF A METAL WITNESS POST,
 SD0257'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON TOP OF A
 SD0257'COPPER COATED STEEL ROD 0.1 FOOT BELOW THE LEVEL OF THE GROUND AND
 SD0257'PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND AND
 SD0257'REINFORCED WITH CONCRETE NEAR THE SURFACE.  THE ROD WAS DRIVEN 9 FEET
 SD0257'TO REFUSAL.  SECTION 34, T 24N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0240 ***********************************************************************
 SD0240  DESIGNATION -  F 475
 SD0240  PID         -  SD0240
 SD0240  STATE/COUNTY-  WA/JEFFERSON
 SD0240  USGS QUAD   -  QUEETS (1982)
 SD0240
 SD0240                         *CURRENT SURVEY CONTROL
 SD0240  ___________________________________________________________________
 SD0240* NAD 83(1986)-  47 33 59.     (N)    124 21 41.     (W)     SCALED    
 SD0240* NAVD 88     -        20.701  (meters)      67.92   (feet)  ADJUSTED  
 SD0240  ___________________________________________________________________
 SD0240  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SD0240  DYNAMIC HT  -          20.705 (meters)      67.93  (feet)  COMP
 SD0240  MODELED GRAV-     980,803.9   (mgal)                       NAVD 88
 SD0240
 SD0240  VERT ORDER  -  FIRST     CLASS I
 SD0240
 SD0240.The horizontal coordinates were scaled from a topographic map and have
 SD0240.an estimated accuracy of +/- 6 seconds.
 SD0240
 SD0240.The orthometric height was determined by differential leveling
 SD0240.and adjusted by the National Geodetic Survey in June 1991..
 SD0240
 SD0240.The geoid height was determined by GEOID03.
 SD0240
 SD0240.The dynamic height is computed by dividing the NAVD 88
 SD0240.geopotential number by the normal gravity value computed on the
 SD0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0240.degrees latitude (g = 980.6199 gals.).
 SD0240
 SD0240.The modeled gravity was interpolated from observed gravity values.
 SD0240
 SD0240;                    North         East    Units  Estimated Accuracy
 SD0240;SPC WA N     -    69,060.      234,620.      MT  (+/- 180 meters Scaled)
 SD0240
 SD0240                          SUPERSEDED SURVEY CONTROL
 SD0240
 SD0240  NGVD 29 (??/??/92)   19.648  (m)           64.46   (f) ADJ UNCH    1 1
 SD0240
 SD0240.Superseded values are not recommended for survey control.
 SD0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0240.See file dsdata.txt to determine how the superseded data were derived.
 SD0240
 SD0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT975690(NAD 83)
 SD0240_MARKER: DB = BENCH MARK DISK
 SD0240_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SD0240+WITH SETTING: INTO GROUND
 SD0240_STAMPING: F 475 1974
 SD0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0240+STABILITY: SURFACE MOTION
 SD0240
 SD0240  HISTORY     - Date     Condition        Report By
 SD0240  HISTORY     - 1974     MONUMENTED       NGS
 SD0240
 SD0240                          STATION DESCRIPTION
 SD0240
 SD0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0240'2.3 MI N FROM QUEETS.
 SD0240'ABOUT 2.3 MILES NORTH ALONG U. S. HIGHWAY 101 FROM THE INTERSECTION OF
 SD0240'QUEETS AVENUE AT QUEETS, AT THE JUNCTION OF GRAVELED ROAD LEADING WEST
 SD0240'TO BEACH, 56 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 78 FEET
 SD0240'SOUTH OF CENTER LINE OF GRAVELED ROAD, 13 FEET SOUTH OF SOUTH GATEPOST
 SD0240'FOR A PATH, 3.3 FEET WEST OF A CABLE FENCE, 1.8 FEET SOUTH OF THE
 SD0240'SOUTH SUPPORT POST FOR ASHENBRENNER PICNIC AREA SIGN, 1.4 FEET NORTH
 SD0240'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 SD0240'AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD
 SD0240'WITH BASE PLATE ATTACHED.  THE DISK IS 0.1 FOOT BELOW THE LEVEL OF THE
 SD0240'GROUND AND PROTECTED BY A 4-INCH PLASTIC PIPE FLUSH WITH THE GROUND
 SD0240'AND REINFORCED WITH CONCRETE NEAR THE SURFACE.  SECTION 22, T 24N, R
 SD0240'13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1506 ***********************************************************************
 SY1506  DESIGNATION -  F 476
 SY1506  PID         -  SY1506
 SY1506  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1506  USGS QUAD   -  LAKE QUINAULT WEST (1995)
 SY1506
 SY1506                         *CURRENT SURVEY CONTROL
 SY1506  ___________________________________________________________________
 SY1506* NAD 83(1986)-  47 28 48.     (N)    123 56 37.     (W)     SCALED    
 SY1506* NAVD 88     -       127.533  (meters)     418.41   (feet)  ADJUSTED  
 SY1506  ___________________________________________________________________
 SY1506  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 SY1506  DYNAMIC HT  -         127.553 (meters)     418.48  (feet)  COMP
 SY1506  MODELED GRAV-     980,761.7   (mgal)                       NAVD 88
 SY1506
 SY1506  VERT ORDER  -  FIRST     CLASS I
 SY1506
 SY1506.The horizontal coordinates were scaled from a topographic map and have
 SY1506.an estimated accuracy of +/- 6 seconds.
 SY1506
 SY1506.The orthometric height was determined by differential leveling
 SY1506.and adjusted by the National Geodetic Survey in June 1991..
 SY1506
 SY1506.The geoid height was determined by GEOID03.
 SY1506
 SY1506.The dynamic height is computed by dividing the NAVD 88
 SY1506.geopotential number by the normal gravity value computed on the
 SY1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1506.degrees latitude (g = 980.6199 gals.).
 SY1506
 SY1506.The modeled gravity was interpolated from observed gravity values.
 SY1506
 SY1506;                    North         East    Units  Estimated Accuracy
 SY1506;SPC WA S     -   244,280.      240,520.      MT  (+/- 180 meters Scaled)
 SY1506
 SY1506                          SUPERSEDED SURVEY CONTROL
 SY1506
 SY1506  NGVD 29 (??/??/??)  126.488  (m)          414.99   (f) ADJUSTED    1 1
 SY1506
 SY1506.Superseded values are not recommended for survey control.
 SY1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1506.See file dsdata.txt to determine how the superseded data were derived.
 SY1506
 SY1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT289589(NAD 83)
 SY1506_MARKER: DB = BENCH MARK DISK
 SY1506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY1506_SP_SET: ABUTMENT
 SY1506_STAMPING: F 476 1974
 SY1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1506
 SY1506  HISTORY     - Date     Condition        Report By
 SY1506  HISTORY     - 1974     MONUMENTED       NGS
 SY1506  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 SY1506
 SY1506                          STATION DESCRIPTION
 SY1506
 SY1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1506'3.25 MI NW FROM AMANDA PARK.
 SY1506'ABOUT 3.25 MILES NORTHWEST ALONG U. S. HIGHWAY 101 FROM THE HIGHWAY
 SY1506'BRIDGE ACROSS QUINAULT RIVER AT AMANDA PARK, AT HIGHWAY MILEPOST 130,
 SY1506'AT THE CONCRETE HIGHWAY BRIDGE ACROSS MILBOURN CREEK, 16 FEET NORTH OF
 SY1506'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP AND 0.7 FOOT SOUTH OF
 SY1506'THE NORTH END OF THE WEST BRIDGE ABUTMENT, 1.8 FEET EAST OF THE
 SY1506'NORTHWEST CORNER OF CONCRETE BRIDGE RAILING AND ABOUT LEVEL WITH THE
 SY1506'HIGHWAY.  SECTION 15, T 23N, R 10W.
 SY1506
 SY1506                          STATION RECOVERY (1990)
 SY1506
 SY1506'RECOVERY NOTE BY US POWER SQUADRON 1990 (CMS)
 SY1506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1574 ***********************************************************************
 SY1574  DESIGNATION -  F 476 RESET 1984
 SY1574  PID         -  SY1574
 SY1574  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1574  USGS QUAD   -  LAKE QUINAULT WEST (1995)
 SY1574
 SY1574                         *CURRENT SURVEY CONTROL
 SY1574  ___________________________________________________________________
 SY1574* NAD 83(1986)-  47 28 48.     (N)    123 56 37.     (W)     SCALED    
 SY1574* NAVD 88     -       129.62   (meters)     425.3    (feet)  RESET     
 SY1574  ___________________________________________________________________
 SY1574  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 SY1574
 SY1574  VERT ORDER  -  THIRD
 SY1574
 SY1574.The horizontal coordinates were scaled from a topographic map and have
 SY1574.an estimated accuracy of +/- 6 seconds.
 SY1574
 SY1574.The orthometric height was computed from unverified reset data.
 SY1574.No vertical observational check was made to the station.
 SY1574
 SY1574.The geoid height was determined by GEOID03.
 SY1574
 SY1574;                    North         East    Units  Estimated Accuracy
 SY1574;SPC WA S     -   244,280.      240,520.      MT  (+/- 180 meters Scaled)
 SY1574
 SY1574                          SUPERSEDED SURVEY CONTROL
 SY1574
 SY1574  NGVD 29 (??/??/??)  128.58   (m)          421.8    (f) RESET       3  
 SY1574
 SY1574.Superseded values are not recommended for survey control.
 SY1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1574.See file dsdata.txt to determine how the superseded data were derived.
 SY1574
 SY1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT289589(NAD 83)
 SY1574_MARKER: DB = BENCH MARK DISK
 SY1574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1574_SP_SET: FOOTING
 SY1574_STAMPING: F 476 RESET 1984
 SY1574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1574
 SY1574  HISTORY     - Date     Condition        Report By
 SY1574  HISTORY     - 1984     MONUMENTED       NGS
 SY1574  HISTORY     - 1990     GOOD             USPSQD
 SY1574
 SY1574                          STATION DESCRIPTION
 SY1574
 SY1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 SY1574'3.25 MI NW FROM AMANDA PARK.
 SY1574'5.23 KM (3.25 MI) NORTHWEST ALONG US HIGHWAY 101 FROM THE BRIDGE
 SY1574'OVER THE QUINALT RIVER AT AMANDA PARK TO THE WEYERHAEUSER QUINALT
 SY1574'LOG YARD, IN THE SOUTHWEST CORNER OF THE FOOTING FOR THE LOG
 SY1574'SCALE, 63 M (207.0 FT) NORTH OF THE CENTER OF US HIGHWAY 101, 5.5
 SY1574'M (18.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE SCALE HOUSE,
 SY1574'1.5 M (5.0 FT) WEST OF THE NORTH LEG OF THE SIGN WEYERHAEUSER
 SY1574'QUINALT YARD, 0.15 M (0.5 FT) SOUTH OF THE NORTH WEST CORNER OF THE
 SY1574'SCALE FOUNDATION.
 SY1574
 SY1574                          STATION RECOVERY (1990)
 SY1574
 SY1574'RECOVERY NOTE BY US POWER SQUADRON 1990 (KAS)
 SY1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1440 ***********************************************************************
 SY1440  DESIGNATION -  F 477
 SY1440  PID         -  SY1440
 SY1440  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1440  USGS QUAD   -  HUMPTULIPS (1990)
 SY1440
 SY1440                         *CURRENT SURVEY CONTROL
 SY1440  ___________________________________________________________________
 SY1440* NAD 83(1986)-  47 10 06.     (N)    123 53 03.     (W)     SCALED    
 SY1440* NAVD 88     -        48.282  (meters)     158.41   (feet)  ADJUSTED  
 SY1440  ___________________________________________________________________
 SY1440  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 SY1440  DYNAMIC HT  -          48.290 (meters)     158.43  (feet)  COMP
 SY1440  MODELED GRAV-     980,773.6   (mgal)                       NAVD 88
 SY1440
 SY1440  VERT ORDER  -  FIRST     CLASS I
 SY1440
 SY1440.The horizontal coordinates were scaled from a topographic map and have
 SY1440.an estimated accuracy of +/- 6 seconds.
 SY1440
 SY1440.The orthometric height was determined by differential leveling
 SY1440.and adjusted by the National Geodetic Survey in June 1991..
 SY1440
 SY1440.The geoid height was determined by GEOID03.
 SY1440
 SY1440.The dynamic height is computed by dividing the NAVD 88
 SY1440.geopotential number by the normal gravity value computed on the
 SY1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1440.degrees latitude (g = 980.6199 gals.).
 SY1440
 SY1440.The modeled gravity was interpolated from observed gravity values.
 SY1440
 SY1440;                    North         East    Units  Estimated Accuracy
 SY1440;SPC WA S     -   209,470.      243,510.      MT  (+/- 180 meters Scaled)
 SY1440
 SY1440                          SUPERSEDED SURVEY CONTROL
 SY1440
 SY1440  NGVD 29 (??/??/??)   47.261  (m)          155.06   (f) ADJUSTED    1 1
 SY1440
 SY1440.Superseded values are not recommended for survey control.
 SY1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1440.See file dsdata.txt to determine how the superseded data were derived.
 SY1440
 SY1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT329242(NAD 83)
 SY1440_MARKER: DV = VERTICAL CONTROL DISK
 SY1440_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SY1440_SP_SET: BRIDGE RETAINING WALL
 SY1440_STAMPING: F 477 1974
 SY1440_MARK LOGO: NGS   
 SY1440_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY1440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY1440+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1991
 SY1440
 SY1440  HISTORY     - Date     Condition        Report By
 SY1440  HISTORY     - 1974     MONUMENTED       NGS
 SY1440  HISTORY     - 1987     GOOD             USPSQD
 SY1440  HISTORY     - 1989     GOOD             USPSQD
 SY1440  HISTORY     - 19911125 GOOD             WADT
 SY1440
 SY1440                          STATION DESCRIPTION
 SY1440
 SY1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1440'6.45 MI SE FROM HUMPTULIPS.
 SY1440'ABOUT 6.45 MILES SOUTHWEST AND SOUTHEAST ALONG U. S. HIGHWAY 101 FROM
 SY1440'THE POST OFFICE AT HUMPTULIPS, SET ON THE TOP OF THE SOUTHWEST
 SY1440'CONCRETE GUARD RAIL FOR HIGHWAY BRIDGE ACROSS BIG CREEK, 17 1/2 FEET
 SY1440'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.3 FEET NORTHWEST OF THE
 SY1440'SOUTHEAST END OF RAIL AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 SY1440'HIGHWAY.  SECTION 2, T 19N, R 10W.
 SY1440
 SY1440                          STATION RECOVERY (1987)
 SY1440
 SY1440'RECOVERY NOTE BY US POWER SQUADRON 1987 (EEM)
 SY1440'RECOVERED IN GOOD CONDITION.
 SY1440
 SY1440                          STATION RECOVERY (1989)
 SY1440
 SY1440'RECOVERY NOTE BY US POWER SQUADRON 1989 (KAS)
 SY1440'RECOVERED IN GOOD CONDITION.
 SY1440
 SY1440                          STATION RECOVERY (1991)
 SY1440
 SY1440'RECOVERY NOTE BY WA DEPT OF TRANSP 1991 (LEW)
 SY1440'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB3901 ***********************************************************************
 AB3901  DESIGNATION -  F 477 RESET
 AB3901  PID         -  AB3901
 AB3901  STATE/COUNTY-  WA/GRAYS HARBOR
 AB3901  USGS QUAD   -  HUMPTULIPS (1990)
 AB3901
 AB3901                         *CURRENT SURVEY CONTROL
 AB3901  ___________________________________________________________________
 AB3901* NAD 83(1986)-  47 10 06.     (N)    123 53 03.     (W)     SCALED    
 AB3901* NAVD 88     -        46.48   (meters)     152.5    (feet)  RESET     
 AB3901  ___________________________________________________________________
 AB3901  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AB3901
 AB3901  VERT ORDER  -  THIRD
 AB3901
 AB3901.The horizontal coordinates were scaled from a topographic map and have
 AB3901.an estimated accuracy of +/- 6 seconds.
 AB3901
 AB3901.The orthometric height was computed from unverified reset data.
 AB3901
 AB3901.The geoid height was determined by GEOID03.
 AB3901
 AB3901;                    North         East    Units  Estimated Accuracy
 AB3901;SPC WA S     -   209,470.      243,510.      MT  (+/- 180 meters Scaled)
 AB3901
 AB3901                          SUPERSEDED SURVEY CONTROL
 AB3901
 AB3901.No superseded survey control is available for this station.
 AB3901
 AB3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT329242(NAD 83)
 AB3901_MARKER: DV = VERTICAL CONTROL DISK
 AB3901_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB3901_SP_SET: BRIDGE WINGWALLL
 AB3901_STAMPING: F 477 RESET 1991
 AB3901_MARK LOGO: NGS   
 AB3901_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3901+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AB3901
 AB3901  HISTORY     - Date     Condition        Report By
 AB3901  HISTORY     - 1991     MONUMENTED       WADT
 AB3901
 AB3901                          STATION DESCRIPTION
 AB3901
 AB3901'DESCRIBED BY WA DEPT OF TRANSP 1991 (LEW)
 AB3901'STATION IS LOCATED ABOUT 10.38 KM (6.45 MI) SOUTHWEST ALONG SR101 FROM
 AB3901'THE POST OFFICE AT HUMPTULIPS, SET ON THE EAST SIDE OF THE SOUTH
 AB3901'WINGWALL FOR A BRIDGE OVER BIG CREEK, STRUCTURE NUMBER 101/147 AND
 AB3901'MILE POST 102.61, 6.2 M (20.3 FT) EAST OF THE CENTERLINE OF SR101, 30
 AB3901'CM NORTHEAST OF THE SOUTHEAST END OF THE EAST CONCRETE BARRIER, 37 CM
 AB3901'SOUTHWEST OF THE EAST EDGE OF EAST SIDE OF THE SOUTH WINGWALL, LEVEL
 AB3901'WITH CONCRETE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0730 ***********************************************************************
 SC0730  DESIGNATION -  F 478
 SC0730  PID         -  SC0730
 SC0730  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0730  USGS QUAD   -  CENTRAL PARK (1993)
 SC0730
 SC0730                         *CURRENT SURVEY CONTROL
 SC0730  ___________________________________________________________________
 SC0730* NAD 83(1986)-  46 58 17.     (N)    123 44 48.     (W)     SCALED    
 SC0730* NAVD 88     -         2.939  (meters)       9.64   (feet)  ADJUSTED  
 SC0730  ___________________________________________________________________
 SC0730  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 SC0730  DYNAMIC HT  -           2.939 (meters)       9.64  (feet)  COMP
 SC0730  MODELED GRAV-     980,759.0   (mgal)                       NAVD 88
 SC0730
 SC0730  VERT ORDER  -  FIRST     CLASS I
 SC0730
 SC0730.The horizontal coordinates were scaled from a topographic map and have
 SC0730.an estimated accuracy of +/- 6 seconds.
 SC0730
 SC0730.The orthometric height was determined by differential leveling
 SC0730.and adjusted by the National Geodetic Survey in June 1991..
 SC0730
 SC0730.The geoid height was determined by GEOID03.
 SC0730
 SC0730.The dynamic height is computed by dividing the NAVD 88
 SC0730.geopotential number by the normal gravity value computed on the
 SC0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0730.degrees latitude (g = 980.6199 gals.).
 SC0730
 SC0730.The modeled gravity was interpolated from observed gravity values.
 SC0730
 SC0730;                    North         East    Units  Estimated Accuracy
 SC0730;SPC WA S     -   187,160.      253,030.      MT  (+/- 180 meters Scaled)
 SC0730
 SC0730                          SUPERSEDED SURVEY CONTROL
 SC0730
 SC0730  NGVD 29 (??/??/92)    1.934  (m)            6.35   (f) ADJ UNCH    1 1
 SC0730
 SC0730.Superseded values are not recommended for survey control.
 SC0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0730.See file dsdata.txt to determine how the superseded data were derived.
 SC0730
 SC0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT432022(NAD 83)
 SC0730_MARKER: DB = BENCH MARK DISK
 SC0730_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SC0730_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SC0730_STAMPING: F 478 1974
 SC0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0730
 SC0730  HISTORY     - Date     Condition        Report By
 SC0730  HISTORY     - 1974     MONUMENTED       NGS
 SC0730
 SC0730                          STATION DESCRIPTION
 SC0730
 SC0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0730'3.25 MI E FROM ABERDEEN.
 SC0730'3.25 MI E ALONG THE BURLINGTON NORTHERN RR FROM THE STEEL DRAW SPAN
 SC0730'BRIDGE OVER THE WISHKAH RIVER 2 1/2 TELEPHONE POLES NW OF WOODEN RR
 SC0730'BRIDGE OVER CREEK AT THE CROSSING OF A CONC. PIPE PIPELINE 46.6 FT NE
 SC0730'OF NE RAIL 10.0 FT NW OF THE CENTERLINE OF A TRACK RD LEADING NE 116.0
 SC0730'FT E OF AND ACROSS THE TRACK FROM THE THIRD TELEPHONE POLE NW OF
 SC0730'WOODEN BRIDGE OVER CREEK.  1.1 FEET SW OF A WITNESS POST.  3 FEET
 SC0730'BELOW- THE TRACKS 0.9 MILES- SE OF BM-E 478.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1411 ***********************************************************************
 SY1411  DESIGNATION -  F 479
 SY1411  PID         -  SY1411
 SY1411  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1411  USGS QUAD   -  ELMA (1981)
 SY1411
 SY1411                         *CURRENT SURVEY CONTROL
 SY1411  ___________________________________________________________________
 SY1411* NAD 83(1986)-  47 00 08.     (N)    123 27 22.     (W)     SCALED    
 SY1411* NAVD 88     -        10.179  (meters)      33.40   (feet)  ADJUSTED  
 SY1411  ___________________________________________________________________
 SY1411  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 SY1411  DYNAMIC HT  -          10.181 (meters)      33.40  (feet)  COMP
 SY1411  MODELED GRAV-     980,791.1   (mgal)                       NAVD 88
 SY1411
 SY1411  VERT ORDER  -  FIRST     CLASS I
 SY1411
 SY1411.The horizontal coordinates were scaled from a topographic map and have
 SY1411.an estimated accuracy of +/- 6 seconds.
 SY1411
 SY1411.The orthometric height was determined by differential leveling
 SY1411.and adjusted by the National Geodetic Survey in June 1991..
 SY1411
 SY1411.The geoid height was determined by GEOID03.
 SY1411
 SY1411.The dynamic height is computed by dividing the NAVD 88
 SY1411.geopotential number by the normal gravity value computed on the
 SY1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1411.degrees latitude (g = 980.6199 gals.).
 SY1411
 SY1411.The modeled gravity was interpolated from observed gravity values.
 SY1411
 SY1411;                    North         East    Units  Estimated Accuracy
 SY1411;SPC WA S     -   189,710.      275,250.      MT  (+/- 180 meters Scaled)
 SY1411
 SY1411                          SUPERSEDED SURVEY CONTROL
 SY1411
 SY1411  NGVD 29 (??/??/??)    9.161  (m)           30.06   (f) ADJUSTED    1 1
 SY1411
 SY1411.Superseded values are not recommended for survey control.
 SY1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1411.See file dsdata.txt to determine how the superseded data were derived.
 SY1411
 SY1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT653055(NAD 83)
 SY1411_MARKER: DB = BENCH MARK DISK
 SY1411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1411_SP_SET: PLASTIC PIPE
 SY1411_STAMPING: F 479 1974
 SY1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY1411+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2006
 SY1411
 SY1411  HISTORY     - Date     Condition        Report By
 SY1411  HISTORY     - 1974     MONUMENTED       NGS
 SY1411  HISTORY     - 1987     GOOD             USPSQD
 SY1411  HISTORY     - 1987     GOOD             USPSQD
 SY1411  HISTORY     - 1988     GOOD             USPSQD
 SY1411  HISTORY     - 1988     GOOD             USPSQD
 SY1411  HISTORY     - 1989     GOOD             USPSQD
 SY1411  HISTORY     - 1989     GOOD             USPSQD
 SY1411  HISTORY     - 1990     GOOD             USPSQD
 SY1411  HISTORY     - 1990     GOOD             USPSQD
 SY1411  HISTORY     - 20060708 GOOD             USPSQD
 SY1411
 SY1411                          STATION DESCRIPTION
 SY1411
 SY1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1411'2.55 MI W FROM ELMA.
 SY1411'2.55 MI W ALONG W. MAIN ST OLD HWY 41 B FROM THE INTS. OF W MAIN AND N
 SY1411'3RD STREETS.  AT ELMA AT THE CROSSING OF NEWMAN CREEK RD. IN THE
 SY1411'PARKING AREA FOR OAKSRIDGE GOLF COURSE 119.5 FT SW OF THE CENTERLINE
 SY1411'OF THE HWY 33.8 FT E OF THE CENTERLINE OF THE RD. 110.0 FT ESE OF AND
 SY1411'ACROSS THE RD FROM THE E CORNER OF THE CLUB HOUSE 12.5 FT SE OF SE
 SY1411'CORNER OF WOODEN FOOT BRIDGE LEADING W TO CLUB HOUSE 6.8 FT E OF 19
 SY1411'IN. STUMP WHICH PROJECTS 2 FT 1.8 FT S OF POWER LINE POLE WITH ST.
 SY1411'LIGHT ONE TRANSFORMER AND 2 GUY WIRES.  DISK IS FLUSH 1.1 FEET N OF A
 SY1411'WITNESS POST. ENCASED IN A 4 INCH PLASTIC PIPE PROJECTING 1 INCHES.
 SY1411'ABOUT LEVEL WITH- THE HWY 0.7 MILES- E OF BM- E 479.
 SY1411
 SY1411                          STATION RECOVERY (1987)
 SY1411
 SY1411'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1411'RECOVERED IN GOOD CONDITION.
 SY1411
 SY1411                          STATION RECOVERY (1987)
 SY1411
 SY1411'RECOVERY NOTE BY US POWER SQUADRON 1987 (KAS)
 SY1411'RECOVERED IN GOOD CONDITION.
 SY1411
 SY1411                          STATION RECOVERY (1988)
 SY1411
 SY1411'RECOVERY NOTE BY US POWER SQUADRON 1988 (KAS)
 SY1411'RECOVERED IN GOOD CONDITION.
 SY1411
 SY1411                          STATION RECOVERY (1988)
 SY1411
 SY1411'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SY1411'RECOVERED IN GOOD CONDITION.
 SY1411
 SY1411                          STATION RECOVERY (1989)
 SY1411
 SY1411'RECOVERY NOTE BY US POWER SQUADRON 1989 (EBO)
 SY1411'RECOVERED IN GOOD CONDITION.
 SY1411
 SY1411                          STATION RECOVERY (1989)
 SY1411
 SY1411'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1411'RECOVERED IN GOOD CONDITION.
 SY1411
 SY1411                          STATION RECOVERY (1990)
 SY1411
 SY1411'RECOVERY NOTE BY US POWER SQUADRON 1990 (CMS)
 SY1411'RECOVERED IN GOOD CONDITION.
 SY1411
 SY1411                          STATION RECOVERY (1990)
 SY1411
 SY1411'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCK)
 SY1411'RECOVERED IN GOOD CONDITION.
 SY1411
 SY1411                          STATION RECOVERY (2006)
 SY1411
 SY1411'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SY1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0031 ***********************************************************************
 SA0031  DESIGNATION -  F 48
 SA0031  PID         -  SA0031
 SA0031  STATE/COUNTY-  WA/FRANKLIN
 SA0031  USGS QUAD   -  MONUMENTAL ROCK (1981)
 SA0031
 SA0031                         *CURRENT SURVEY CONTROL
 SA0031  ___________________________________________________________________
 SA0031* NAD 83(1986)-  46 35 47.     (N)    118 28 45.     (W)     SCALED    
 SA0031* NAVD 88     -       154.200  (meters)     505.90   (feet)  ADJUSTED  
 SA0031  ___________________________________________________________________
 SA0031  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 SA0031  DYNAMIC HT  -         154.199 (meters)     505.90  (feet)  COMP
 SA0031  MODELED GRAV-     980,606.4   (mgal)                       NAVD 88
 SA0031
 SA0031  VERT ORDER  -  SECOND    CLASS 0
 SA0031
 SA0031.The horizontal coordinates were scaled from a topographic map and have
 SA0031.an estimated accuracy of +/- 6 seconds.
 SA0031
 SA0031.The orthometric height was determined by differential leveling
 SA0031.and adjusted by the National Geodetic Survey in June 1991..
 SA0031
 SA0031.The geoid height was determined by GEOID03.
 SA0031
 SA0031.The dynamic height is computed by dividing the NAVD 88
 SA0031.geopotential number by the normal gravity value computed on the
 SA0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0031.degrees latitude (g = 980.6199 gals.).
 SA0031
 SA0031.The modeled gravity was interpolated from observed gravity values.
 SA0031
 SA0031;                    North         East    Units  Estimated Accuracy
 SA0031;SPC WA S     -   142,370.      654,820.      MT  (+/- 180 meters Scaled)
 SA0031
 SA0031                          SUPERSEDED SURVEY CONTROL
 SA0031
 SA0031  NGVD 29 (??/??/92)  153.194  (m)          502.60   (f) ADJ UNCH    2 0
 SA0031
 SA0031.Superseded values are not recommended for survey control.
 SA0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0031.See file dsdata.txt to determine how the superseded data were derived.
 SA0031
 SA0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM867613(NAD 83)
 SA0031_MARKER: DB = BENCH MARK DISK
 SA0031_SETTING: 66 = SET IN ROCK OUTCROP
 SA0031_SP_SET: ROCK OUTCROP
 SA0031_STAMPING: F 48 1934
 SA0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA0031+STABILITY: POSITION/ELEVATION WELL
 SA0031
 SA0031  HISTORY     - Date     Condition        Report By
 SA0031  HISTORY     - 1934     MONUMENTED       CGS
 SA0031  HISTORY     - 1945     MARK NOT FOUND   NGS
 SA0031
 SA0031                          STATION DESCRIPTION
 SA0031
 SA0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 SA0031'6.8 MI NE FROM WINDUST.
 SA0031'6.8 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0031'STATION AT WINDUST, FRANKLIN COUNTY, AT THE WEST END OF A ROCK CUT, 2
 SA0031'RAILS (22 YARDS) EAST OF MILEAGE 19, 17 FEET SOUTH OF AND 1 FOOT LOWER
 SA0031'THAN THE TRACK, AND ON THE TOP OF A BLUE GRANITE ROCK OUTCROP. A
 SA0031'STANDARD DISK, STAMPED F 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1389 ***********************************************************************
 SY1389  DESIGNATION -  F 480
 SY1389  PID         -  SY1389
 SY1389  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1389  USGS QUAD   -  KAMILCHE VALLEY (1981)
 SY1389
 SY1389                         *CURRENT SURVEY CONTROL
 SY1389  ___________________________________________________________________
 SY1389* NAD 83(1986)-  47 03 12.     (N)    123 12 32.     (W)     SCALED    
 SY1389* NAVD 88     -       103.065  (meters)     338.14   (feet)  ADJUSTED  
 SY1389  ___________________________________________________________________
 SY1389  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SY1389  DYNAMIC HT  -         103.086 (meters)     338.21  (feet)  COMP
 SY1389  MODELED GRAV-     980,810.8   (mgal)                       NAVD 88
 SY1389
 SY1389  VERT ORDER  -  FIRST     CLASS I
 SY1389
 SY1389.The horizontal coordinates were scaled from a topographic map and have
 SY1389.an estimated accuracy of +/- 6 seconds.
 SY1389
 SY1389.The orthometric height was determined by differential leveling
 SY1389.and adjusted by the National Geodetic Survey in June 1991..
 SY1389
 SY1389.The geoid height was determined by GEOID03.
 SY1389
 SY1389.The dynamic height is computed by dividing the NAVD 88
 SY1389.geopotential number by the normal gravity value computed on the
 SY1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1389.degrees latitude (g = 980.6199 gals.).
 SY1389
 SY1389.The modeled gravity was interpolated from observed gravity values.
 SY1389
 SY1389;                    North         East    Units  Estimated Accuracy
 SY1389;SPC WA S     -   194,720.      294,230.      MT  (+/- 180 meters Scaled)
 SY1389
 SY1389                          SUPERSEDED SURVEY CONTROL
 SY1389
 SY1389  NGVD 29 (??/??/??)  102.035  (m)          334.76   (f) ADJUSTED    1 1
 SY1389
 SY1389.Superseded values are not recommended for survey control.
 SY1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1389.See file dsdata.txt to determine how the superseded data were derived.
 SY1389
 SY1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT841111(NAD 83)
 SY1389_MARKER: DB = BENCH MARK DISK
 SY1389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1389_SP_SET: CURB
 SY1389_STAMPING: F 480 1974
 SY1389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1389
 SY1389  HISTORY     - Date     Condition        Report By
 SY1389  HISTORY     - 1974     MONUMENTED       NGS
 SY1389  HISTORY     - 1987     GOOD             USPSQD
 SY1389  HISTORY     - 1987     GOOD             USPSQD
 SY1389  HISTORY     - 1988     GOOD             USPSQD
 SY1389  HISTORY     - 1989     GOOD             USPSQD
 SY1389  HISTORY     - 1990     GOOD             USPSQD
 SY1389  HISTORY     - 1990     GOOD             USPSQD
 SY1389
 SY1389                          STATION DESCRIPTION
 SY1389
 SY1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1389'4.15 MI E FROM MC CLEARY.
 SY1389'4.15 MI. E ALONG STATE HWY 8 FROM THE T JCT OF STATE HWY 108 AT MC
 SY1389'CLEARY 0.1 MI E OF HWY MILE POST 10 AT THE T JCT OF A GRAVEL RD
 SY1389'LEADING SE IN TOP OF NW END OF THE NE CONC. GUARDRAIL CURB OF CONC.
 SY1389'BRIDGE OVER CREEK FOR GRAVEL RD LEADING SE 54.0 FT SE OF THE
 SY1389'CENTERLINE OF THE E BOUND LANES OF THE HWY 9.0 FT NE OF THE CENTERLINE
 SY1389'OF THE RD.  3.3 FT SE OF THE NW END OF CURB.  ABOUT LEVEL WITH- THE
 SY1389'HWY 0.85 MILES- E OF BM-E 480.
 SY1389
 SY1389                          STATION RECOVERY (1987)
 SY1389
 SY1389'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1389'RECOVERED IN GOOD CONDITION.
 SY1389
 SY1389                          STATION RECOVERY (1987)
 SY1389
 SY1389'RECOVERY NOTE BY US POWER SQUADRON 1987 (CMS)
 SY1389'RECOVERED IN GOOD CONDITION.
 SY1389
 SY1389                          STATION RECOVERY (1988)
 SY1389
 SY1389'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SY1389'RECOVERED IN GOOD CONDITION.
 SY1389
 SY1389                          STATION RECOVERY (1989)
 SY1389
 SY1389'RECOVERY NOTE BY US POWER SQUADRON 1989 (EBO)
 SY1389'RECOVERED IN GOOD CONDITION.
 SY1389
 SY1389                          STATION RECOVERY (1990)
 SY1389
 SY1389'RECOVERY NOTE BY US POWER SQUADRON 1990 (KAS)
 SY1389'RECOVERED IN GOOD CONDITION.
 SY1389
 SY1389                          STATION RECOVERY (1990)
 SY1389
 SY1389'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCK)
 SY1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0701 ***********************************************************************
 TO0701  DESIGNATION -  F 481
 TO0701  PID         -  TO0701
 TO0701  STATE/COUNTY-  WA/PEND OREILLE
 TO0701  USGS QUAD   -  NEWPORT (1986)
 TO0701
 TO0701                         *CURRENT SURVEY CONTROL
 TO0701  ___________________________________________________________________
 TO0701* NAD 83(1986)-  48 12 24.     (N)    117 03 52.     (W)     SCALED    
 TO0701* NAVD 88     -       715.155  (meters)    2346.30   (feet)  ADJUSTED  
 TO0701  ___________________________________________________________________
 TO0701  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TO0701  DYNAMIC HT  -         715.219 (meters)    2346.51  (feet)  COMP
 TO0701  MODELED GRAV-     980,678.5   (mgal)                       NAVD 88
 TO0701
 TO0701  VERT ORDER  -  FIRST     CLASS II
 TO0701
 TO0701.The horizontal coordinates were scaled from a topographic map and have
 TO0701.an estimated accuracy of +/- 6 seconds.
 TO0701
 TO0701.The orthometric height was determined by differential leveling
 TO0701.and adjusted by the National Geodetic Survey in June 1991..
 TO0701
 TO0701.The geoid height was determined by GEOID03.
 TO0701
 TO0701.The dynamic height is computed by dividing the NAVD 88
 TO0701.geopotential number by the normal gravity value computed on the
 TO0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0701.degrees latitude (g = 980.6199 gals.).
 TO0701
 TO0701.The modeled gravity was interpolated from observed gravity values.
 TO0701
 TO0701;                    North         East    Units  Estimated Accuracy
 TO0701;SPC WA N     -   141,020.      780,000.      MT  (+/- 180 meters Scaled)
 TO0701
 TO0701                          SUPERSEDED SURVEY CONTROL
 TO0701
 TO0701.No superseded survey control is available for this station.
 TO0701
 TO0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP952392(NAD 83)
 TO0701_MARKER: DB = BENCH MARK DISK
 TO0701_SETTING: 66 = SET IN ROCK OUTCROP
 TO0701_SP_SET: ROCK OUTCROP
 TO0701_STAMPING: F 481 1980
 TO0701_MARK LOGO: NGS   
 TO0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0701+STABILITY: POSITION/ELEVATION WELL
 TO0701
 TO0701  HISTORY     - Date     Condition        Report By
 TO0701  HISTORY     - 1980     MONUMENTED       NGS
 TO0701
 TO0701                          STATION DESCRIPTION
 TO0701
 TO0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0701'3.3 KM (2.05 MI) NW FROM NEWPORT.
 TO0701'3.3 KILOMETERS (2.05 MILES) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE
 TO0701'JUNCTION OF U.S. HIGHWAY 2 IN NEWPORT, SET IN TOP OF A ROCK OUTCROP
 TO0701'AT THE SOUTHEAST END OF A HIGHWAY CUT AND CURVE, DIRECTLY ACROSS THE
 TO0701'HIGHWAY FROM HIGHWAY MILEPOST 435, 7.6 METERS (25.0 FEET) EAST OF THE
 TO0701'CENTERLINE OF THE HIGHWAY, 4.6 METERS (15.0 FEET) NORTHWEST AF THE
 TO0701'SOUTHEAST END OF THE CUT.
 TO0701'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0725 ***********************************************************************
 TO0725  DESIGNATION -  F 482
 TO0725  PID         -  TO0725
 TO0725  STATE/COUNTY-  WA/PEND OREILLE
 TO0725  USGS QUAD   -  RUBY (1992)
 TO0725
 TO0725                         *CURRENT SURVEY CONTROL
 TO0725  ___________________________________________________________________
 TO0725* NAD 83(1986)-  48 30 37.     (N)    117 16 39.     (W)     SCALED    
 TO0725* NAVD 88     -       627.090  (meters)    2057.38   (feet)  ADJUSTED  
 TO0725  ___________________________________________________________________
 TO0725  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 TO0725  DYNAMIC HT  -         627.155 (meters)    2057.59  (feet)  COMP
 TO0725  MODELED GRAV-     980,694.5   (mgal)                       NAVD 88
 TO0725
 TO0725  VERT ORDER  -  FIRST     CLASS II
 TO0725
 TO0725.The horizontal coordinates were scaled from a topographic map and have
 TO0725.an estimated accuracy of +/- 6 seconds.
 TO0725
 TO0725.The orthometric height was determined by differential leveling
 TO0725.and adjusted by the National Geodetic Survey in June 1991..
 TO0725
 TO0725.The geoid height was determined by GEOID03.
 TO0725
 TO0725.The dynamic height is computed by dividing the NAVD 88
 TO0725.geopotential number by the normal gravity value computed on the
 TO0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0725.degrees latitude (g = 980.6199 gals.).
 TO0725
 TO0725.The modeled gravity was interpolated from observed gravity values.
 TO0725
 TO0725;                    North         East    Units  Estimated Accuracy
 TO0725;SPC WA N     -   173,990.      762,630.      MT  (+/- 180 meters Scaled)
 TO0725
 TO0725                          SUPERSEDED SURVEY CONTROL
 TO0725
 TO0725.No superseded survey control is available for this station.
 TO0725
 TO0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP795730(NAD 83)
 TO0725_MARKER: DB = BENCH MARK DISK
 TO0725_SETTING: 66 = SET IN ROCK OUTCROP
 TO0725_SP_SET: ROCK OUTCROP
 TO0725_STAMPING: F 482 1980
 TO0725_MARK LOGO: NGS   
 TO0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0725+STABILITY: POSITION/ELEVATION WELL
 TO0725
 TO0725  HISTORY     - Date     Condition        Report By
 TO0725  HISTORY     - 1980     MONUMENTED       NGS
 TO0725
 TO0725                          STATION DESCRIPTION
 TO0725
 TO0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0725'49.9 KM (31.1 MI) NW FROM NEWPORT.
 TO0725'49.9 KILOMETERS (31.1 MILES) NORTHWEST ALONG STATE HIGHWAY 20 FROM
 TO0725'THE JUNCTION OF U.S. HIGHWAY 2 IN NEWPORT, AT HIGHWAY MILEPOST 405,
 TO0725'SET IN TOP OF A ROCK OUTCROP AT THE SOUTHEAST END OF A LARGE BEDROCK
 TO0725'HIGHWAY CUT, 30.5 METERS (100 FEET) NORTHWEST OF THE SOUTHEAST END
 TO0725'OF THE CUT, 6.7 METERS (22.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 TO0725'HIGHWAY, 5.2 METERS (17.0 FEET) NORTHWEST OF THE MILEPOST.
 TO0725'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TO0725'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0749 ***********************************************************************
 TO0749  DESIGNATION -  F 483
 TO0749  PID         -  TO0749
 TO0749  STATE/COUNTY-  WA/PEND OREILLE
 TO0749  USGS QUAD   -  METALINE FALLS (1992)
 TO0749
 TO0749                         *CURRENT SURVEY CONTROL
 TO0749  ___________________________________________________________________
 TO0749* NAD 83(1986)-  48 52 07.     (N)    117 21 44.     (W)     SCALED    
 TO0749* NAVD 88     -       677.662  (meters)    2223.30   (feet)  ADJUSTED  
 TO0749  ___________________________________________________________________
 TO0749  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 TO0749  DYNAMIC HT  -         677.748 (meters)    2223.58  (feet)  COMP
 TO0749  MODELED GRAV-     980,714.9   (mgal)                       NAVD 88
 TO0749
 TO0749  VERT ORDER  -  FIRST     CLASS II
 TO0749
 TO0749.The horizontal coordinates were scaled from a topographic map and have
 TO0749.an estimated accuracy of +/- 6 seconds.
 TO0749
 TO0749.The orthometric height was determined by differential leveling
 TO0749.and adjusted by the National Geodetic Survey in June 1991..
 TO0749
 TO0749.The geoid height was determined by GEOID03.
 TO0749
 TO0749.The dynamic height is computed by dividing the NAVD 88
 TO0749.geopotential number by the normal gravity value computed on the
 TO0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0749.degrees latitude (g = 980.6199 gals.).
 TO0749
 TO0749.The modeled gravity was interpolated from observed gravity values.
 TO0749
 TO0749;                    North         East    Units  Estimated Accuracy
 TO0749;SPC WA N     -   213,510.      754,580.      MT  (+/- 180 meters Scaled)
 TO0749
 TO0749                          SUPERSEDED SURVEY CONTROL
 TO0749
 TO0749.No superseded survey control is available for this station.
 TO0749
 TO0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ734129(NAD 83)
 TO0749_MARKER: I = METAL ROD
 TO0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0749_SP_SET: STAINLESS STEEL ROD
 TO0749_STAMPING: F 483 1980
 TO0749_MARK LOGO: NGS   
 TO0749_PROJECTION: FLUSH
 TO0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0749_ROD/PIPE-DEPTH: 4.6  meters
 TO0749
 TO0749  HISTORY     - Date     Condition        Report By
 TO0749  HISTORY     - 1980     MONUMENTED       NGS
 TO0749
 TO0749                          STATION DESCRIPTION
 TO0749
 TO0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0749'1.8 KM (1.1 MI) NE FROM METALINE FALLS.
 TO0749'1.8 KILOMETERS (1.1 MILES) NORTHEAST ALONG STATE HIGHWAY 31 FROM THE
 TO0749'SOUTHEAST END OF THE HIGHWAY BRIDGE OVER THE PEND OREILLE RIVER IN
 TO0749'METALINE FALLS, 0.7 KILOMETER (0.45 MILE) NORTH OF HIGHWAY MILEPOST
 TO0749'15, SET ON THE INSIDE OF A HORSESHOE SHAPED CURVE IN THE HIGHWAY, 15.8
 TO0749'METERS (52.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22.6
 TO0749'METERS (74.0 FEET) NORTHEAST OF THE NORTHEAST HEADWALL FOR A CULVERT
 TO0749'UNDER THE HIGHWAY, 3.4 METERS (11.0 FEET) NORTHWEST OF A 36-INCH
 TO0749'DIAMETER FIR TREE WITH A TRIANGULAR BLAZE.
 TO0749'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TO0749'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1020 ***********************************************************************
 SV1020  DESIGNATION -  F 484
 SV1020  PID         -  SV1020
 SV1020  STATE/COUNTY-  WA/SPOKANE
 SV1020  USGS QUAD   -  CHATTAROY (1973)
 SV1020
 SV1020                         *CURRENT SURVEY CONTROL
 SV1020  ___________________________________________________________________
 SV1020* NAD 83(1986)-  47 59 11.     (N)    117 17 45.     (W)     SCALED    
 SV1020* NAVD 88     -       566.198  (meters)    1857.60   (feet)  ADJUSTED  
 SV1020  ___________________________________________________________________
 SV1020  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 SV1020  DYNAMIC HT  -         566.248 (meters)    1857.77  (feet)  COMP
 SV1020  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 SV1020
 SV1020  VERT ORDER  -  FIRST     CLASS II
 SV1020
 SV1020.The horizontal coordinates were scaled from a topographic map and have
 SV1020.an estimated accuracy of +/- 6 seconds.
 SV1020
 SV1020.The orthometric height was determined by differential leveling
 SV1020.and adjusted by the National Geodetic Survey in June 1991..
 SV1020
 SV1020.The geoid height was determined by GEOID03.
 SV1020
 SV1020.The dynamic height is computed by dividing the NAVD 88
 SV1020.geopotential number by the normal gravity value computed on the
 SV1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1020.degrees latitude (g = 980.6199 gals.).
 SV1020
 SV1020.The modeled gravity was interpolated from observed gravity values.
 SV1020
 SV1020;                    North         East    Units  Estimated Accuracy
 SV1020;SPC WA N     -   115,740.      763,950.      MT  (+/- 180 meters Scaled)
 SV1020
 SV1020                          SUPERSEDED SURVEY CONTROL
 SV1020
 SV1020.No superseded survey control is available for this station.
 SV1020
 SV1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP779148(NAD 83)
 SV1020_MARKER: DB = BENCH MARK DISK
 SV1020_SETTING: 66 = SET IN ROCK OUTCROP
 SV1020_SP_SET: ROCK OUTCROP
 SV1020_STAMPING: F 484 1980
 SV1020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1020+STABILITY: POSITION/ELEVATION WELL
 SV1020
 SV1020  HISTORY     - Date     Condition        Report By
 SV1020  HISTORY     - 1980     MONUMENTED       NGS
 SV1020  HISTORY     - 1988     GOOD             USPSQD
 SV1020
 SV1020                          STATION DESCRIPTION
 SV1020
 SV1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1020'4.0 KM SW FROM ELK.
 SV1020'4.0 KILOMETERS (2.5 MILES) SOUTHWEST ALONG THE ELK-MILAN ROAD FROM
 SV1020'THE POST OFFICE IN ELK, 0.2 KILOMETER (0.1 MILE) WEST OF A SMALL
 SV1020'ROAD BRIDGE OVER SHEETS CREEK, 0.2 KILOMETER (0.1 MILE) EAST OF A
 SV1020'POWER LINE CROSSING, ACROSS THE ROAD FROM POWER LINE POLE NUMBER
 SV1020'SS 147, SET IN TOP OF A ROCK OUTCROP IN A SMALL ROAD CUT, 6.1 METERS
 SV1020'(20.0 FEET) NORTH OF THE CENTERLINE OF THE ROAD, 68.6 METERS (225
 SV1020'FEET) EAST OF THE NORTHEAST CORNER OF A SMALL CONCRETE ROAD BRIDGE,
 SV1020'22.0 METERS (72.0 FEET) WEST OF A TELEPHONE JUNCTION BOX NUMBER
 SV1020'155-63, 1.2 METERS (4.0 FEET) SOUTH OF A FENCE LINE, 0.3 METER (1.0
 SV1020'FOOT) ABOVE THE BASE OF THE WITNESS POST.
 SV1020'THE MARK IS 03 METERS  E FROM A WITNESS POST.
 SV1020'THE MARK IS 1.5 M ABOVE THE ROAD CENTERLINE.
 SV1020
 SV1020                          STATION RECOVERY (1988)
 SV1020
 SV1020'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 SV1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1018 ***********************************************************************
 SV1018  DESIGNATION -  F 485
 SV1018  PID         -  SV1018
 SV1018  STATE/COUNTY-  WA/SPOKANE
 SV1018  USGS QUAD   -  SPOKANE NW (1986)
 SV1018
 SV1018                         *CURRENT SURVEY CONTROL
 SV1018  ___________________________________________________________________
 SV1018* NAD 83(1986)-  47 40 03.     (N)    117 24 53.     (W)     SCALED    
 SV1018* NAVD 88     -       582.971  (meters)    1912.63   (feet)  ADJUSTED  
 SV1018  ___________________________________________________________________
 SV1018  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SV1018  DYNAMIC HT  -         583.009 (meters)    1912.76  (feet)  COMP
 SV1018  MODELED GRAV-     980,659.0   (mgal)                       NAVD 88
 SV1018
 SV1018  VERT ORDER  -  FIRST     CLASS II
 SV1018
 SV1018.The horizontal coordinates were scaled from a topographic map and have
 SV1018.an estimated accuracy of +/- 6 seconds.
 SV1018
 SV1018.The orthometric height was determined by differential leveling
 SV1018.and adjusted by the National Geodetic Survey in June 1991..
 SV1018
 SV1018.The geoid height was determined by GEOID03.
 SV1018
 SV1018.The dynamic height is computed by dividing the NAVD 88
 SV1018.geopotential number by the normal gravity value computed on the
 SV1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1018.degrees latitude (g = 980.6199 gals.).
 SV1018
 SV1018.The modeled gravity was interpolated from observed gravity values.
 SV1018
 SV1018;                    North         East    Units  Estimated Accuracy
 SV1018;SPC WA N     -    79,920.      756,660.      MT  (+/- 180 meters Scaled)
 SV1018
 SV1018                          SUPERSEDED SURVEY CONTROL
 SV1018
 SV1018.No superseded survey control is available for this station.
 SV1018
 SV1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN688794(NAD 83)
 SV1018_MARKER: DB = BENCH MARK DISK
 SV1018_SETTING: 66 = SET IN ROCK OUTCROP
 SV1018_SP_SET: ROCK OUTCROP
 SV1018_STAMPING: F 485 1980
 SV1018_MARK LOGO: NGS   
 SV1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1018+STABILITY: POSITION/ELEVATION WELL
 SV1018
 SV1018  HISTORY     - Date     Condition        Report By
 SV1018  HISTORY     - 1980     MONUMENTED       NGS
 SV1018  HISTORY     - 1980     GOOD             NGS
 SV1018  HISTORY     - 1981     GOOD             NGS
 SV1018  HISTORY     - 1988     GOOD             USPSQD
 SV1018  HISTORY     - 20040321 GOOD             USPSQD
 SV1018
 SV1018                          STATION DESCRIPTION
 SV1018
 SV1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1018'IN SPOKANE.
 SV1018'1.2 KILOMETERS (0.75 MILE) NORTH ALONG DIVISION STREET FROM THE
 SV1018'BURLINGTON NORTHERN RAILWAY OVERPASS IN SPOKANE, THENCE 0.25 KILOMETER
 SV1018'(0.15 MILE) WEST ALONG BOONE AVENUE, AT THE INTERSECTION OF NORMANDIE
 SV1018'AVENUE, ACROSS THE AVENUE FROM TOBYS AUTO BODY SHOP, SET IN TOP OF
 SV1018'A ROCK OUTCROP ON THE EAST SIDE OF A LARGER OUTCROP WITH A MICROWAVE
 SV1018'TOWER ON TOP, 71.3 METERS (234 FEET) SOUTH OF THE SOUTH CURB OF BOONE
 SV1018'AVENUE, 4.6 METERS (15.0 FEET) WEST OF THE WEST CURB OF NORMANDIE
 SV1018'AVENUE, 161.0 METERS (528 FEET) NORTH OF THE NORTH CURB OF CATALDO
 SV1018'AVENUE, 22.2 METERS (73.0 FEET) SOUTH OF THE NORTH END OF THE OUTCROP,
 SV1018'9.8 METERS (32.0 FEET) NORTH OF THE SOUTH END OF THE LARGER OUTCROP.
 SV1018'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SV1018'THE MARK IS 0.6 M ABOVE NORMANDIE AVENUE.
 SV1018
 SV1018                          STATION RECOVERY (1980)
 SV1018
 SV1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV1018'RECOVERED IN GOOD CONDITION.
 SV1018
 SV1018                          STATION RECOVERY (1981)
 SV1018
 SV1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SV1018'RECOVERED IN GOOD CONDITION.
 SV1018
 SV1018                          STATION RECOVERY (1988)
 SV1018
 SV1018'RECOVERY NOTE BY US POWER SQUADRON 1988 (DKK)
 SV1018'RECOVERED IN GOOD CONDITION.
 SV1018
 SV1018                          STATION RECOVERY (2004)
 SV1018
 SV1018'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEL)
 SV1018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1059 ***********************************************************************
 SV1059  DESIGNATION -  F 486
 SV1059  PID         -  SV1059
 SV1059  STATE/COUNTY-  WA/SPOKANE
 SV1059  USGS QUAD   -  FAIRFIELD (1980)
 SV1059
 SV1059                         *CURRENT SURVEY CONTROL
 SV1059  ___________________________________________________________________
 SV1059* NAD 83(1986)-  47 23 08.     (N)    117 10 26.     (W)     SCALED    
 SV1059* NAVD 88     -       781.514  (meters)    2564.02   (feet)  ADJUSTED  
 SV1059  ___________________________________________________________________
 SV1059  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 SV1059  DYNAMIC HT  -         781.522 (meters)    2564.04  (feet)  COMP
 SV1059  MODELED GRAV-     980,596.7   (mgal)                       NAVD 88
 SV1059
 SV1059  VERT ORDER  -  FIRST     CLASS II
 SV1059
 SV1059.The horizontal coordinates were scaled from a topographic map and have
 SV1059.an estimated accuracy of +/- 6 seconds.
 SV1059
 SV1059.The orthometric height was determined by differential leveling
 SV1059.and adjusted by the National Geodetic Survey in June 1991..
 SV1059
 SV1059.The geoid height was determined by GEOID03.
 SV1059
 SV1059.The dynamic height is computed by dividing the NAVD 88
 SV1059.geopotential number by the normal gravity value computed on the
 SV1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1059.degrees latitude (g = 980.6199 gals.).
 SV1059
 SV1059.The modeled gravity was interpolated from observed gravity values.
 SV1059
 SV1059;                    North         East    Units  Estimated Accuracy
 SV1059;SPC WA N     -    49,440.      776,220.      MT  (+/- 180 meters Scaled)
 SV1059
 SV1059                          SUPERSEDED SURVEY CONTROL
 SV1059
 SV1059.No superseded survey control is available for this station.
 SV1059
 SV1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN868480(NAD 83)
 SV1059_MARKER: I = METAL ROD
 SV1059_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1059_SP_SET: STAINLESS STEEL ROD
 SV1059_STAMPING: F 486 1980
 SV1059_MARK LOGO: NGS   
 SV1059_PROJECTION: FLUSH
 SV1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1059_ROD/PIPE-DEPTH: 3.7  meters
 SV1059
 SV1059  HISTORY     - Date     Condition        Report By
 SV1059  HISTORY     - 1980     MONUMENTED       NGS
 SV1059
 SV1059                          STATION DESCRIPTION
 SV1059
 SV1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1059'IN FAIRFIELD.
 SV1059'AT THE CITY PARK IN FAIRFIELD, SET BETWEEN STATE HIGHWAY 27 AND THE
 SV1059'FENCE ON THE WEST SIDE OF THE PARK, SET IN LINE WITH A ROW OF POWER
 SV1059'LINE POLES, DIRECTLY ACROSS THE HIGHWAY FROM THE SCHANZENBACH
 SV1059'FUNERAL HOME, 6.7 METERS (22.0 FEET) EAST OF THE CENTERLINE OF THE
 SV1059'HIGHWAY, 106.4 METERS (349 FEET) NORTH OF THE CENTERLINE OF MAIN
 SV1059'STREET, 29.3 METERS (96.0 FEET) NORTH OF A POWER LINE POLE WITH
 SV1059'A STREET LAMP, 2.7 METERS (9.0 FEET) SOUTH OF A POWER LINE POLE, 1.2
 SV1059'METERS (4.0 FEET) WEST OF THE FENCE LINE.
 SV1059'THE MARK IS 1.2 METERS  W FROM A WITNESS POST.
 SV1059'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1033 ***********************************************************************
 SV1033  DESIGNATION -  F 487
 SV1033  PID         -  SV1033
 SV1033  STATE/COUNTY-  WA/WHITMAN
 SV1033  USGS QUAD   -  FARMINGTON (1994)
 SV1033
 SV1033                         *CURRENT SURVEY CONTROL
 SV1033  ___________________________________________________________________
 SV1033* NAD 83(1986)-  47 02 27.     (N)    117 02 49.     (W)     SCALED    
 SV1033* NAVD 88     -       796.113  (meters)    2611.91   (feet)  ADJUSTED  
 SV1033  ___________________________________________________________________
 SV1033  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 SV1033  DYNAMIC HT  -         796.074 (meters)    2611.79  (feet)  COMP
 SV1033  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 SV1033
 SV1033  VERT ORDER  -  FIRST     CLASS II
 SV1033
 SV1033.The horizontal coordinates were scaled from a topographic map and have
 SV1033.an estimated accuracy of +/- 6 seconds.
 SV1033
 SV1033.The orthometric height was determined by differential leveling
 SV1033.and adjusted by the National Geodetic Survey in June 1991..
 SV1033
 SV1033.The geoid height was determined by GEOID03.
 SV1033
 SV1033.The dynamic height is computed by dividing the NAVD 88
 SV1033.geopotential number by the normal gravity value computed on the
 SV1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1033.degrees latitude (g = 980.6199 gals.).
 SV1033
 SV1033.The modeled gravity was interpolated from observed gravity values.
 SV1033
 SV1033;                    North         East    Units  Estimated Accuracy
 SV1033;SPC WA S     -   195,540.      762,330.      MT  (+/- 180 meters Scaled)
 SV1033
 SV1033                          SUPERSEDED SURVEY CONTROL
 SV1033
 SV1033.No superseded survey control is available for this station.
 SV1033
 SV1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN964097(NAD 83)
 SV1033_MARKER: I = METAL ROD
 SV1033_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1033_SP_SET: STAINLESS STEEL ROD
 SV1033_STAMPING: F 487 1980
 SV1033_MARK LOGO: NGS   
 SV1033_PROJECTION: FLUSH
 SV1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1033_ROD/PIPE-DEPTH: 3.4  meters
 SV1033
 SV1033  HISTORY     - Date     Condition        Report By
 SV1033  HISTORY     - 1980     MONUMENTED       NGS
 SV1033
 SV1033                          STATION DESCRIPTION
 SV1033
 SV1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1033'6.8 KM (4.25 MI) SW FROM FARMINGTON.
 SV1033'6.8 KILOMETERS (4.25 MILES) SOUTHWEST ALONG THE GARFIELD-FARMINGTON
 SV1033'ROAD FROM THE JUNCTION OF THE BELMONT-FARMINGTON ROAD IN FARMINGTON,
 SV1033'1.0 KILOMETER (0.6 MILE) NORTHEAST OF THE JUNCTION OF RYDE ROAD,
 SV1033'0.9 KILOMETER (0.55 MILE) SOUTHWEST OF THE JUNCTION OF DEVINE ROAD,
 SV1033'0.4 KILOMETER (0.25 MILE) NORTHEAST OF A DRIVE LEADING TO A FARM
 SV1033'HOUSE, AT ROAD MILEPOST 6, 7.0 METERS (23.0 FEET) SOUTHEAST OF THE
 SV1033'CENTERLINE OF THE ROAD, 1.2 METERS (4.0 FEET) SOUTHEAST OF THE
 SV1033'MILEPOST, 1.2 METERS (4.0 FEET) NORTHWEST OF THE NORTHWEST EDGE OF A
 SV1033'DITCH.
 SV1033'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 SV1033'THE MARK IS 1.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1424 ***********************************************************************
 RZ1424  DESIGNATION -  F 488
 RZ1424  PID         -  RZ1424
 RZ1424  STATE/COUNTY-  WA/WHITMAN
 RZ1424  USGS QUAD   -  PULLMAN (1975)
 RZ1424
 RZ1424                         *CURRENT SURVEY CONTROL
 RZ1424  ___________________________________________________________________
 RZ1424* NAD 83(1986)-  46 38 45.     (N)    117 11 13.     (W)     SCALED    
 RZ1424* NAVD 88     -       782.327  (meters)    2566.68   (feet)  ADJUSTED  
 RZ1424  ___________________________________________________________________
 RZ1424  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 RZ1424  DYNAMIC HT  -         782.273 (meters)    2566.51  (feet)  COMP
 RZ1424  MODELED GRAV-     980,519.5   (mgal)                       NAVD 88
 RZ1424
 RZ1424  VERT ORDER  -  FIRST     CLASS II
 RZ1424
 RZ1424.The horizontal coordinates were scaled from a topographic map and have
 RZ1424.an estimated accuracy of +/- 6 seconds.
 RZ1424
 RZ1424.The orthometric height was determined by differential leveling
 RZ1424.and adjusted by the National Geodetic Survey in June 1991..
 RZ1424
 RZ1424.The geoid height was determined by GEOID03.
 RZ1424
 RZ1424.The dynamic height is computed by dividing the NAVD 88
 RZ1424.geopotential number by the normal gravity value computed on the
 RZ1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1424.degrees latitude (g = 980.6199 gals.).
 RZ1424
 RZ1424.The modeled gravity was interpolated from observed gravity values.
 RZ1424
 RZ1424;                    North         East    Units  Estimated Accuracy
 RZ1424;SPC WA S     -   151,210.      753,540.      MT  (+/- 180 meters Scaled)
 RZ1424
 RZ1424                          SUPERSEDED SURVEY CONTROL
 RZ1424
 RZ1424.No superseded survey control is available for this station.
 RZ1424
 RZ1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM856658(NAD 83)
 RZ1424_MARKER: DB = BENCH MARK DISK
 RZ1424_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1424_SP_SET: ROCK OUTCROP
 RZ1424_STAMPING: F 488 1980
 RZ1424_MARK LOGO: NGS   
 RZ1424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1424+STABILITY: POSITION/ELEVATION WELL
 RZ1424
 RZ1424  HISTORY     - Date     Condition        Report By
 RZ1424  HISTORY     - 1980     MONUMENTED       NGS
 RZ1424
 RZ1424                          STATION DESCRIPTION
 RZ1424
 RZ1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1424'14.2 KM (8.8 MI) SW FROM PULLMAN.
 RZ1424'14.2 KILOMETERS (8.8 MILES) SOUTHWEST ALONG THE BURLINGTON NORTHERN
 RZ1424'RAILWAY FROM THE STATION IN PULLMAN, 0.25 KILOMETER (0.15 MILE)
 RZ1424'SOUTH OF RAILWAY MILEPOST 7, AT THE CHAMBERS ROAD CROSSING, SET IN
 RZ1424'TOP OF A ROCK OUTCROP, 4.0 METERS (13.1 FEET) EAST OF THE EAST RAIL
 RZ1424'OF THE MAIN TRACK, 36.9 METERS (121 FEET) NORTH OF THE CENTERLINE OF
 RZ1424'THE ROAD CROSSING, 10.6 METERS (34.8 FEET) EAST-SOUTHEAST OF A
 RZ1424'RAILWAY SWITCH, 4.9 METERS (16.0 FEET) NORTH OF THE SOUTH END OF
 RZ1424'THE OUTCROP, 0.8 METER (2.7 FEET) EAST OF THE WEST EDGE OF THE
 RZ1424'OUTCROP.
 RZ1424'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 RZ1424'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1338 ***********************************************************************
 RZ1338  DESIGNATION -  F 489
 RZ1338  PID         -  RZ1338
 RZ1338  STATE/COUNTY-  WA/ASOTIN
 RZ1338  USGS QUAD   -  SILCOTT (1971)
 RZ1338
 RZ1338                         *CURRENT SURVEY CONTROL
 RZ1338  ___________________________________________________________________
 RZ1338* NAD 83(1986)-  46 25 30.     (N)    117 09 40.     (W)     SCALED    
 RZ1338* NAVD 88     -       228.541  (meters)     749.80   (feet)  ADJUSTED  
 RZ1338  ___________________________________________________________________
 RZ1338  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 RZ1338  DYNAMIC HT  -         228.542 (meters)     749.81  (feet)  COMP
 RZ1338  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 RZ1338
 RZ1338  VERT ORDER  -  FIRST     CLASS II
 RZ1338
 RZ1338.The horizontal coordinates were scaled from a topographic map and have
 RZ1338.an estimated accuracy of +/- 6 seconds.
 RZ1338
 RZ1338.The orthometric height was determined by differential leveling
 RZ1338.and adjusted by the National Geodetic Survey in June 1991..
 RZ1338
 RZ1338.The geoid height was determined by GEOID03.
 RZ1338
 RZ1338.The dynamic height is computed by dividing the NAVD 88
 RZ1338.geopotential number by the normal gravity value computed on the
 RZ1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1338.degrees latitude (g = 980.6199 gals.).
 RZ1338
 RZ1338.The modeled gravity was interpolated from observed gravity values.
 RZ1338
 RZ1338;                    North         East    Units  Estimated Accuracy
 RZ1338;SPC WA S     -   126,770.      756,560.      MT  (+/- 180 meters Scaled)
 RZ1338
 RZ1338                          SUPERSEDED SURVEY CONTROL
 RZ1338
 RZ1338.No superseded survey control is available for this station.
 RZ1338
 RZ1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM876412(NAD 83)
 RZ1338_MARKER: I = METAL ROD
 RZ1338_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1338_SP_SET: STAINLESS STEEL ROD
 RZ1338_STAMPING: F 489 1980
 RZ1338_MARK LOGO: NGS   
 RZ1338_PROJECTION: FLUSH
 RZ1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1338_ROD/PIPE-DEPTH: 1.8  meters
 RZ1338
 RZ1338  HISTORY     - Date     Condition        Report By
 RZ1338  HISTORY     - 1980     MONUMENTED       NGS
 RZ1338
 RZ1338                          STATION DESCRIPTION
 RZ1338
 RZ1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1338'10.1 KM (6.3 MI) WEST FROM CLARKSTON.
 RZ1338'10.1 KILOMETERS (6.3 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE WEST
 RZ1338'END OF THE HIGHWAY BRIDGE OVER THE SNAKE RIVER IN CLARKSTON, 0.5
 RZ1338'KILOMETER (0.3 MILE) NORTHEAST OF A DOUBLE ACCESS GATE IN THE
 RZ1338'NORTHWEST HIGHWAY RIGHT-OF-WAY FENCE FOR A ROAD LEADING TO THE SNAKE
 RZ1338'RIVER, 21.0 METERS (69.0 FEET) NORHTWEST OF THE CENTERLINE OF THE
 RZ1338'HIGHWAY, 48.4 METERS (160 FEET) NORTH ACROSS THE HIGHWAY FROM MILEPOST
 RZ1338'428, 26.4 METERS (86.5 FEET) NORTH OF THE NORTH CORNER OF NORTHWEST
 RZ1338'STEEL-GRATE DRAIN FOR A 60-CENTIMETER (24-INCH) DIAMETER STEEL PIPE
 RZ1338'CULVERT UNDER THE HIGHWAY, 0.3 METER (1.0 FOOT) SOUTHEAST OF THE
 RZ1338'NORTHWEST HIGHWAY RIGHT-OF-WAY FENCE.
 RZ1338'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 RZ1338'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1452 ***********************************************************************
 SA1452  DESIGNATION -  F 49
 SA1452  PID         -  SA1452
 SA1452  STATE/COUNTY-  WA/GRANT
 SA1452  USGS QUAD   -  COYOTE RAPIDS (1986)
 SA1452
 SA1452                         *CURRENT SURVEY CONTROL
 SA1452  ___________________________________________________________________
 SA1452* NAD 83(1986)-  46 43 41.     (N)    119 31 36.     (W)     SCALED    
 SA1452* NAVD 88     -       202.413  (meters)     664.08   (feet)  ADJUSTED  
 SA1452  ___________________________________________________________________
 SA1452  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 SA1452  DYNAMIC HT  -         202.429 (meters)     664.14  (feet)  COMP
 SA1452  MODELED GRAV-     980,687.2   (mgal)                       NAVD 88
 SA1452
 SA1452  VERT ORDER  -  SECOND    CLASS 0
 SA1452
 SA1452.The horizontal coordinates were scaled from a topographic map and have
 SA1452.an estimated accuracy of +/- 6 seconds.
 SA1452
 SA1452.The orthometric height was determined by differential leveling
 SA1452.and adjusted by the National Geodetic Survey in June 1991..
 SA1452
 SA1452.The geoid height was determined by GEOID03.
 SA1452
 SA1452.The dynamic height is computed by dividing the NAVD 88
 SA1452.geopotential number by the normal gravity value computed on the
 SA1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1452.degrees latitude (g = 980.6199 gals.).
 SA1452
 SA1452.The modeled gravity was interpolated from observed gravity values.
 SA1452
 SA1452;                    North         East    Units  Estimated Accuracy
 SA1452;SPC WA S     -   155,480.      574,400.      MT  (+/- 180 meters Scaled)
 SA1452
 SA1452                          SUPERSEDED SURVEY CONTROL
 SA1452
 SA1452  NGVD 29 (??/??/92)  201.355  (m)          660.61   (f) ADJ UNCH    2 0
 SA1452
 SA1452.Superseded values are not recommended for survey control.
 SA1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1452.See file dsdata.txt to determine how the superseded data were derived.
 SA1452
 SA1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM069780(NAD 83)
 SA1452_MARKER: DB = BENCH MARK DISK
 SA1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1452_STAMPING: F 49 1934
 SA1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1452+STABILITY: SURFACE MOTION
 SA1452
 SA1452  HISTORY     - Date     Condition        Report By
 SA1452  HISTORY     - 1934     MONUMENTED       CGS
 SA1452  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA1452
 SA1452                          STATION DESCRIPTION
 SA1452
 SA1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SA1452'1.8 MI N FROM WAHLUKE.
 SA1452'1.8 MILES NORTH ALONG THE COUNTY ROAD LEADING TO CORFU FROM THE POST
 SA1452'OFFICE AT WAHLUKE, 112 FEET NORTHWEST OF THE EDGE OF A CLIFF AT A BEND
 SA1452'OF COLUMBIA RIVER, 26 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 SA1452'AND ON THE TOP OF A SMALL SAND HILL.  A STANDARD DISK, STAMPED F 49
 SA1452'1934 AND SET IN THE TOP OF A CONCRETE POST.
 SA1452
 SA1452                          STATION RECOVERY (1967)
 SA1452
 SA1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1341 ***********************************************************************
 SA1341  DESIGNATION -  F 50
 SA1341  PID         -  SA1341
 SA1341  STATE/COUNTY-  WA/YAKIMA
 SA1341  USGS QUAD   -  GRANDVIEW (1978)
 SA1341
 SA1341                         *CURRENT SURVEY CONTROL
 SA1341  ___________________________________________________________________
 SA1341* NAD 83(1986)-  46 18 16.     (N)    119 59 55.     (W)     SCALED    
 SA1341* NAVD 88     -       219.799  (meters)     721.12   (feet)  ADJUSTED  
 SA1341  ___________________________________________________________________
 SA1341  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 SA1341  DYNAMIC HT  -         219.805 (meters)     721.14  (feet)  COMP
 SA1341  MODELED GRAV-     980,636.5   (mgal)                       NAVD 88
 SA1341
 SA1341  VERT ORDER  -  SECOND    CLASS 0
 SA1341
 SA1341.The horizontal coordinates were scaled from a topographic map and have
 SA1341.an estimated accuracy of +/- 6 seconds.
 SA1341
 SA1341.The orthometric height was determined by differential leveling
 SA1341.and adjusted by the National Geodetic Survey in June 1991..
 SA1341
 SA1341.The geoid height was determined by GEOID03.
 SA1341
 SA1341.The dynamic height is computed by dividing the NAVD 88
 SA1341.geopotential number by the normal gravity value computed on the
 SA1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1341.degrees latitude (g = 980.6199 gals.).
 SA1341
 SA1341.The modeled gravity was interpolated from observed gravity values.
 SA1341
 SA1341;                    North         East    Units  Estimated Accuracy
 SA1341;SPC WA S     -   108,060.      538,620.      MT  (+/- 180 meters Scaled)
 SA1341
 SA1341                          SUPERSEDED SURVEY CONTROL
 SA1341
 SA1341  NGVD 29 (??/??/92)  218.75   (m)          717.7    (f) COMPUTED    2 0
 SA1341
 SA1341.Superseded values are not recommended for survey control.
 SA1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1341.See file dsdata.txt to determine how the superseded data were derived.
 SA1341
 SA1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM690322(NAD 83)
 SA1341_MARKER: DB = BENCH MARK DISK
 SA1341_SETTING: 0 = UNSPECIFIED SETTING
 SA1341_STAMPING: F 50 1934
 SA1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1341
 SA1341  HISTORY     - Date     Condition        Report By
 SA1341  HISTORY     - 1934     MONUMENTED       CGS
 SA1341
 SA1341                          STATION DESCRIPTION
 SA1341
 SA1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SA1341'2.1 MI S FROM SUNNYSIDE.
 SA1341'2.1 MI. S FROM CITY HALL ON HIGHWAY TO MABTON ALONG THE HIGHWAY FROM
 SA1341'SUNNYSIDE TO MABTON, 21 FEET NORTH OF ROAD TO FARM YARD OWNED BY J.E.
 SA1341'ALEXANDER, 22 FEET EAST OF HIGHWAY, 1 FOOT WEST OF R. W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1342 ***********************************************************************
 SA1342  DESIGNATION -  F 50 RESET
 SA1342  PID         -  SA1342
 SA1342  STATE/COUNTY-  WA/BENTON
 SA1342  USGS QUAD   -  GRANDVIEW (1978)
 SA1342
 SA1342                         *CURRENT SURVEY CONTROL
 SA1342  ___________________________________________________________________
 SA1342* NAD 83(1986)-  46 18 17.     (N)    119 59 55.     (W)     SCALED    
 SA1342* NAVD 88     -       219.77   (+/-2cm)     721.0    (feet)  VERTCON   
 SA1342  ___________________________________________________________________
 SA1342  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 SA1342
 SA1342  VERT ORDER  -  THIRD (See Below)
 SA1342
 SA1342.The horizontal coordinates were scaled from a topographic map and have
 SA1342.an estimated accuracy of +/- 6 seconds.
 SA1342
 SA1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1342.The vertical order pertains to the NGVD 29 superseded value.
 SA1342
 SA1342.The geoid height was determined by GEOID03.
 SA1342
 SA1342;                    North         East    Units  Estimated Accuracy
 SA1342;SPC WA S     -   108,090.      538,620.      MT  (+/- 180 meters Scaled)
 SA1342
 SA1342                          SUPERSEDED SURVEY CONTROL
 SA1342
 SA1342  NGVD 29 (??/??/??)  218.72   (m)          717.6    (f) RESET       3  
 SA1342
 SA1342.Superseded values are not recommended for survey control.
 SA1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1342.See file dsdata.txt to determine how the superseded data were derived.
 SA1342
 SA1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM690322(NAD 83)
 SA1342_MARKER: DB = BENCH MARK DISK
 SA1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1342_STAMPING: F 50 RESET 1961
 SA1342_MARK LOGO: CGS   
 SA1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1342+STABILITY: SURFACE MOTION
 SA1342
 SA1342  HISTORY     - Date     Condition        Report By
 SA1342  HISTORY     - 1961     MONUMENTED       CGS
 SA1342  HISTORY     - 1974     GOOD             USGS
 SA1342
 SA1342                          STATION DESCRIPTION
 SA1342
 SA1342'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA1342'2.0 MI SE FROM SUNNYSIDE.
 SA1342'0.7 MILE EAST ALONG E. EDISON ROAD FROM POST OFFICE IN SUNNYSIDE,
 SA1342'THENCE 1.3 MILE SOUTH ALONG MABTON-SUNNYSIDE ROAD, 12 FEET NORTH OF
 SA1342'DRIVE LEADING TO A HOUSE, 30 FEET EAST OF THE HIGHWAY AND 1 FOOT
 SA1342'SOUTHEAST OF A POWER POLE.  A STANDARD DISK STAMPED F 50 RESET 1961
 SA1342'AND SET IN THE TOP OF A CONCRETE POST AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG8039 ***********************************************************************
 DG8039  DESIGNATION -  F 502 RESET
 DG8039  PID         -  DG8039
 DG8039  STATE/COUNTY-  WA/WALLA WALLA
 DG8039  USGS QUAD   -  HUMORIST (1992)
 DG8039
 DG8039                         *CURRENT SURVEY CONTROL
 DG8039  ___________________________________________________________________
 DG8039* NAD 83(1986)-  46 10 07.     (N)    118 57 13.     (W)     SCALED    
 DG8039* NAVD 88     -       113.471  (meters)     372.28   (feet)  ADJUSTED  
 DG8039  ___________________________________________________________________
 DG8039  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 DG8039  DYNAMIC HT  -         113.474 (meters)     372.29  (feet)  COMP
 DG8039  MODELED GRAV-     980,638.9   (mgal)                       NAVD 88
 DG8039
 DG8039  VERT ORDER  -  FIRST     CLASS II
 DG8039
 DG8039.The horizontal coordinates were scaled from a topographic map and have
 DG8039.an estimated accuracy of +/- 6 seconds.
 DG8039
 DG8039.The orthometric height was determined by differential leveling
 DG8039.and adjusted by the National Geodetic Survey in January 2005..
 DG8039
 DG8039.The geoid height was determined by GEOID03.
 DG8039
 DG8039.The dynamic height is computed by dividing the NAVD 88
 DG8039.geopotential number by the normal gravity value computed on the
 DG8039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8039.degrees latitude (g = 980.6199 gals.).
 DG8039
 DG8039.The modeled gravity was interpolated from observed gravity values.
 DG8039
 DG8039;                    North         East    Units  Estimated Accuracy
 DG8039;SPC WA S     -    94,010.      619,410.      MT  (+/- 180 meters Scaled)
 DG8039
 DG8039                          SUPERSEDED SURVEY CONTROL
 DG8039
 DG8039.No superseded survey control is available for this station.
 DG8039
 DG8039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM491146(NAD 83)
 DG8039_MARKER: F = FLANGE-ENCASED ROD
 DG8039_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG8039_STAMPING: F 502 RESET 2001
 DG8039_MARK LOGO: NGS   
 DG8039_PROJECTION: FLUSH
 DG8039_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8039+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 DG8039_ROD/PIPE-DEPTH: 15.3 meters
 DG8039_SLEEVE-DEPTH  : 0.91 meters
 DG8039
 DG8039  HISTORY     - Date     Condition        Report By
 DG8039  HISTORY     - 20010424 MONUMENTED       WADT
 DG8039
 DG8039                          STATION DESCRIPTION
 DG8039
 DG8039'DESCRIBED BY WA DEPT OF TRANSP 2001 (ELS)
 DG8039'FROM THE INTERSECTION OF U.S. HWY. 12 AND WASHINGTON STATE ROUTE 124
 DG8039'GO 6.49 KM (4.03 MI)  SOUTH (EASTBOUND) ON U.S. HWY. 12 TO MILEPOST
 DG8039'299.33 TO THE MARK ON THE LEFT AT THE EAN  OF A CUT BEFORE CASEY POND.
 DG8039'THE MARK IS 22.6 M (74.1 FT) EAST OF THE EDGE OF THE PAVED  SHOULDER.
 DG8039'20.6 M (67.6 FT) NORTHEAST OF POWER POLE NUMBER 178002. 1.4 M (4.6 FT)
 DG8039'WEST OF A  FENCE. 0.6 M (2.0 FT) EAST OF WSDOT WHITE WITNESS POST. A
 DG8039'STAINLESS STEEL ROD ENCASED IN A 5 INCH PVC PIPE WITH A NGS LOGO CAP
 DG8039'ON TOP. NOTE--THE SLEEVE DEPTH OF 0.9 METER DOES NOT MEET THE
 DG8039'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1790 ***********************************************************************
 SA1790  DESIGNATION -  F 503
 SA1790  PID         -  SA1790
 SA1790  STATE/COUNTY-  WA/FRANKLIN
 SA1790  USGS QUAD   -  MESA EAST (1970)
 SA1790
 SA1790                         *CURRENT SURVEY CONTROL
 SA1790  ___________________________________________________________________
 SA1790* NAD 83(1986)-  46 33 44.     (N)    118 59 39.     (W)     SCALED    
 SA1790* NAVD 88     -       247.792  (meters)     812.96   (feet)  ADJUSTED  
 SA1790  ___________________________________________________________________
 SA1790  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SA1790  DYNAMIC HT  -         247.801 (meters)     812.99  (feet)  COMP
 SA1790  MODELED GRAV-     980,643.1   (mgal)                       NAVD 88
 SA1790
 SA1790  VERT ORDER  -  FIRST     CLASS II
 SA1790
 SA1790.The horizontal coordinates were scaled from a topographic map and have
 SA1790.an estimated accuracy of +/- 6 seconds.
 SA1790
 SA1790.The orthometric height was determined by differential leveling
 SA1790.and adjusted by the National Geodetic Survey in June 1991..
 SA1790
 SA1790.The geoid height was determined by GEOID03.
 SA1790
 SA1790.The dynamic height is computed by dividing the NAVD 88
 SA1790.geopotential number by the normal gravity value computed on the
 SA1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1790.degrees latitude (g = 980.6199 gals.).
 SA1790
 SA1790.The modeled gravity was interpolated from observed gravity values.
 SA1790
 SA1790;                    North         East    Units  Estimated Accuracy
 SA1790;SPC WA S     -   137,690.      615,440.      MT  (+/- 180 meters Scaled)
 SA1790
 SA1790                          SUPERSEDED SURVEY CONTROL
 SA1790
 SA1790.No superseded survey control is available for this station.
 SA1790
 SA1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM471584(NAD 83)
 SA1790_MARKER: I = METAL ROD
 SA1790_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SA1790_SP_SET: STAINLESS STEEL ROD
 SA1790_STAMPING: F 503 1981
 SA1790_MARK LOGO: NGS   
 SA1790_PROJECTION: FLUSH
 SA1790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SA1790+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1990
 SA1790_ROD/PIPE-DEPTH: 2.4  meters
 SA1790
 SA1790  HISTORY     - Date     Condition        Report By
 SA1790  HISTORY     - 1981     MONUMENTED       NGS
 SA1790  HISTORY     - 19900731 GOOD             NGS
 SA1790
 SA1790                          STATION DESCRIPTION
 SA1790
 SA1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1790'12.9 KM (8.0 MI) NORTH FROM ELTOPIA.
 SA1790'12.9 KM (8.0 MI) NORTH ALONG U.S. HIGHWAY 395 FROM THE JUNCTION OF
 SA1790'BLANTON ROAD IN ELTOPIA, 0.8 KM (0.5 MI) NORTH OF HIGHWAY MILEPOST 45,
 SA1790'0.7 KM (0.45 MI) SOUTH OF THE JUCNTION OF STATE HIGHWAY 17, AT THE
 SA1790'NORTH END OF A LONG HIGHWAY FILL, AT THE SOUTH END OF AN ALLUVIAL
 SA1790'HIGHWAY CUT THAT BEGINS AT THE JUNCTION, 15.4 METERS (50.5 FT) WEST OF
 SA1790'THE CENTERLINE OF THE HIGHWAY, 16.8 METERS (55.0 FT) NORTH OF THE
 SA1790'NORTHEAST END OF A LONG STEEL GUARDRAIL, 13.7 METERS (45.0 FT) EAST OF
 SA1790'THE HIGHWAY RIGHT-OF-WAY FENCE.
 SA1790'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 SA1790'THE MARK IS 0.6 M ABOVE THE HIGHWAY CENTERLINE.
 SA1790
 SA1790                          STATION RECOVERY (1990)
 SA1790
 SA1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SA1790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2497 ***********************************************************************
 SA2497  DESIGNATION -  F 503 RESET
 SA2497  PID         -  SA2497
 SA2497  STATE/COUNTY-  WA/FRANKLIN
 SA2497  USGS QUAD   -  MESA EAST (1970)
 SA2497
 SA2497                         *CURRENT SURVEY CONTROL
 SA2497  ___________________________________________________________________
 SA2497* NAD 83(1986)-  46 33 44.     (N)    118 59 39.     (W)     SCALED    
 SA2497* NAVD 88     -       247.73   (meters)     812.8    (feet)  RESET     
 SA2497  ___________________________________________________________________
 SA2497  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SA2497
 SA2497  VERT ORDER  -  THIRD
 SA2497
 SA2497.The horizontal coordinates were scaled from a topographic map and have
 SA2497.an estimated accuracy of +/- 6 seconds.
 SA2497
 SA2497.The orthometric height was computed from unverified reset data.
 SA2497.No vertical observational check was made to the station.
 SA2497
 SA2497.The geoid height was determined by GEOID03.
 SA2497
 SA2497;                    North         East    Units  Estimated Accuracy
 SA2497;SPC WA S     -   137,690.      615,440.      MT  (+/- 180 meters Scaled)
 SA2497
 SA2497                          SUPERSEDED SURVEY CONTROL
 SA2497
 SA2497.No superseded survey control is available for this station.
 SA2497
 SA2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM471584(NAD 83)
 SA2497_MARKER: DV = VERTICAL CONTROL DISK
 SA2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2497_SP_SET: CONCRETE POST
 SA2497_STAMPING: F 503 RESET 1990
 SA2497_MARK LOGO: NGS   
 SA2497_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2497+STABILITY: SURFACE MOTION
 SA2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2497+SATELLITE: SATELLITE OBSERVATIONS - 1990
 SA2497
 SA2497  HISTORY     - Date     Condition        Report By
 SA2497  HISTORY     - 1990     MONUMENTED       NGS
 SA2497
 SA2497                          STATION DESCRIPTION
 SA2497
 SA2497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SA2497'THE MARK IS LOCATED ABOUT 38.6 KM (24.0 MI) NORTH OF PASCO, 3.2 KM
 SA2497'(2.0 MI) SOUTH OF MESA AND ON RIGHT-OF-WAY FOR SR 395.
 SA2497'TO REACH FROM THE INTERSECTION OF STATE ROUTES 17 AND 395 SOUTH OF
 SA2497'MESA, GO SOUTH ON SR 395 FOR 0.48 KM (0.30 MI) TO THE MARK ON THE
 SA2497'RIGHT,  IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS .30 M
 SA2497'(0.98 FT) IN DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS 29.87
 SA2497'M (98.00 FT) WEST OF THE CENTER OF THE NORTH BOUND LANES OF SR 395
 SA2497'AND 0.7 M (2.3 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1814 ***********************************************************************
 SA1814  DESIGNATION -  F 504
 SA1814  PID         -  SA1814
 SA1814  STATE/COUNTY-  WA/ADAMS
 SA1814  USGS QUAD   -  ROXBORO (1970)
 SA1814
 SA1814                         *CURRENT SURVEY CONTROL
 SA1814  ___________________________________________________________________
 SA1814* NAD 83(1986)-  46 52 43.     (N)    118 46 15.     (W)     SCALED    
 SA1814* NAVD 88     -       419.646  (meters)    1376.79   (feet)  ADJUSTED  
 SA1814  ___________________________________________________________________
 SA1814  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 SA1814  DYNAMIC HT  -         419.663 (meters)    1376.84  (feet)  COMP
 SA1814  MODELED GRAV-     980,641.5   (mgal)                       NAVD 88
 SA1814
 SA1814  VERT ORDER  -  FIRST     CLASS II
 SA1814
 SA1814.The horizontal coordinates were scaled from a topographic map and have
 SA1814.an estimated accuracy of +/- 6 seconds.
 SA1814
 SA1814.The orthometric height was determined by differential leveling
 SA1814.and adjusted by the National Geodetic Survey in June 1991..
 SA1814
 SA1814.The geoid height was determined by GEOID03.
 SA1814
 SA1814.The dynamic height is computed by dividing the NAVD 88
 SA1814.geopotential number by the normal gravity value computed on the
 SA1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1814.degrees latitude (g = 980.6199 gals.).
 SA1814
 SA1814.The modeled gravity was interpolated from observed gravity values.
 SA1814
 SA1814;                    North         East    Units  Estimated Accuracy
 SA1814;SPC WA S     -   173,200.      631,790.      MT  (+/- 180 meters Scaled)
 SA1814
 SA1814                          SUPERSEDED SURVEY CONTROL
 SA1814
 SA1814.No superseded survey control is available for this station.
 SA1814
 SA1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM650931(NAD 83)
 SA1814_MARKER: DB = BENCH MARK DISK
 SA1814_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SA1814+WITH SETTING: PAVEMENT
 SA1814_SP_SET: CONCRETE WELL CASING PAD
 SA1814_STAMPING: F 504 1981
 SA1814_MARK LOGO: NGS   
 SA1814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1814+STABILITY: POSITION/ELEVATION WELL
 SA1814
 SA1814  HISTORY     - Date     Condition        Report By
 SA1814  HISTORY     - 1981     MONUMENTED       NGS
 SA1814
 SA1814                          STATION DESCRIPTION
 SA1814
 SA1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SA1814'7.1 KM (4.4 MI) NORTH FROM CUNNINGHAM.
 SA1814'7.1 KM (4.4 MI) NORTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 SA1814'CUNNINGHAM ROAD CROSSING IN CUNNINGHAM, 0.4 KM (0.25 MI) SOUTHWEST OF
 SA1814'THE HERMAN ROAD CROSSING, 0.3 KM (0.2 MI) SOUTHWEST OF RAILROAD
 SA1814'MILEPOST 93, SET IN TOP OF THE WEST CORNER OF A 10 X 10 FOOT CONCRETE
 SA1814'WELL PAD FOR AN ELECTRIC IRRIGATION PUMP ON THE PHILIPS RANCH, 72.0 M
 SA1814'(236 FT) NORTHWEST OF THE NORTHWEST RAIL, 54.3 METERS (178 FT)
 SA1814'NORTHWEST OF THE CENTERLINE OF THE RANCH ROAD, 13.6 METERS (44.5 FT)
 SA1814'NORTHWEST OF THE NORTHWEST ONE OF THREE POLES SUPPORTING THREE LARGE
 SA1814'TRANSFORMERS FOR THE WELL, 0.8 METERS (2.6 FT) SOUTHEAST OF THE
 SA1814'NORTHWEST EDGE OF THE PAD, 0.7 METERS (2.3 FT) NORTHEAST OF THE
 SA1814'SOUTHWEST EDGE OF THE PAD.
 SA1814'THE MARK IS 2.4 M BELOW THE RANCH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0917 ***********************************************************************
 SW0917  DESIGNATION -  F 505
 SW0917  PID         -  SW0917
 SW0917  STATE/COUNTY-  WA/ADAMS
 SW0917  USGS QUAD   -  REIMAN (1967)
 SW0917
 SW0917                         *CURRENT SURVEY CONTROL
 SW0917  ___________________________________________________________________
 SW0917* NAD 83(1986)-  47 14 38.     (N)    118 41 11.     (W)     SCALED    
 SW0917* NAVD 88     -       537.881  (meters)    1764.70   (feet)  ADJUSTED  
 SW0917  ___________________________________________________________________
 SW0917  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 SW0917  DYNAMIC HT  -         537.907 (meters)    1764.78  (feet)  COMP
 SW0917  MODELED GRAV-     980,645.5   (mgal)                       NAVD 88
 SW0917
 SW0917  VERT ORDER  -  FIRST     CLASS II
 SW0917
 SW0917.The horizontal coordinates were scaled from a topographic map and have
 SW0917.an estimated accuracy of +/- 6 seconds.
 SW0917
 SW0917.The orthometric height was determined by differential leveling
 SW0917.and adjusted by the National Geodetic Survey in June 1991..
 SW0917
 SW0917.The geoid height was determined by GEOID03.
 SW0917
 SW0917.The dynamic height is computed by dividing the NAVD 88
 SW0917.geopotential number by the normal gravity value computed on the
 SW0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0917.degrees latitude (g = 980.6199 gals.).
 SW0917
 SW0917.The modeled gravity was interpolated from observed gravity values.
 SW0917
 SW0917;                    North         East    Units  Estimated Accuracy
 SW0917;SPC WA S     -   213,940.      637,290.      MT  (+/- 180 meters Scaled)
 SW0917
 SW0917                          SUPERSEDED SURVEY CONTROL
 SW0917
 SW0917.No superseded survey control is available for this station.
 SW0917
 SW0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN723336(NAD 83)
 SW0917_MARKER: I = METAL ROD
 SW0917_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0917_SP_SET: STAINLESS STEEL ROD
 SW0917_STAMPING: F 505 1981
 SW0917_MARK LOGO: NGS   
 SW0917_PROJECTION: FLUSH
 SW0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0917_ROD/PIPE-DEPTH: 42.  meters
 SW0917
 SW0917  HISTORY     - Date     Condition        Report By
 SW0917  HISTORY     - 1981     MONUMENTED       NGS
 SW0917  HISTORY     - 1982     GOOD             NGS
 SW0917
 SW0917                          STATION DESCRIPTION
 SW0917
 SW0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0917'10.5 KM (6.5 MI) SOUTH FROM ODESSA.
 SW0917'10.5 KM (6.5 MI) SOUTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0917'STATE HIGHWAY 28 IN ODESSA, 0.2 KM (0.1 MI) SOUTH OF HIGHWAY MILEPOST
 SW0917'25, 7.4 METERS (24.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 81.9
 SW0917'METERS (269 FT) NORTH OF THE CENTERLINE OF A PRIVATE DRIVE TO A FARM
 SW0917'HOUSE, 5.8 METERS (19.0 FT) SOUTH OF THE EXTENDED CENTERLINE OF A
 SW0917'PRIVATE DRIVE EAST TO ANOTHER FARM HOUSE, 1.2 METERS (4.0 FT)
 SW0917'SOUTHEAST OF POWER POLE NUMBER 74816, 0.3 METERS (1.0 FT) EAST OF THE
 SW0917'NORTHEAST CORNER POST OF A FENCE AROUND THE FIRST FARM HOUSE.
 SW0917'THE MARK IS 04 METERS  W FROM A WITNESS POST.
 SW0917'THE MARK IS 0.2 M ABOVE THE ROAD.
 SW0917
 SW0917                          STATION RECOVERY (1982)
 SW0917
 SW0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SW0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1097 ***********************************************************************
 SV1097  DESIGNATION -  F 506
 SV1097  PID         -  SV1097
 SV1097  STATE/COUNTY-  WA/SPOKANE
 SV1097  USGS QUAD   -  CHENEY (1980)
 SV1097
 SV1097                         *CURRENT SURVEY CONTROL
 SV1097  ___________________________________________________________________
 SV1097* NAD 83(1986)-  47 28 32.     (N)    117 35 53.     (W)     SCALED    
 SV1097* NAVD 88     -       721.174  (meters)    2366.05   (feet)  ADJUSTED  
 SV1097  ___________________________________________________________________
 SV1097  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 SV1097  DYNAMIC HT  -         721.188 (meters)    2366.10  (feet)  COMP
 SV1097  MODELED GRAV-     980,609.2   (mgal)                       NAVD 88
 SV1097
 SV1097  VERT ORDER  -  FIRST     CLASS II
 SV1097
 SV1097.The horizontal coordinates were scaled from a topographic map and have
 SV1097.an estimated accuracy of +/- 6 seconds.
 SV1097
 SV1097.The orthometric height was determined by differential leveling
 SV1097.and adjusted by the National Geodetic Survey in June 1991..
 SV1097
 SV1097.The geoid height was determined by GEOID03.
 SV1097
 SV1097.The dynamic height is computed by dividing the NAVD 88
 SV1097.geopotential number by the normal gravity value computed on the
 SV1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1097.degrees latitude (g = 980.6199 gals.).
 SV1097
 SV1097.The modeled gravity was interpolated from observed gravity values.
 SV1097
 SV1097;                    North         East    Units  Estimated Accuracy
 SV1097;SPC WA N     -    58,000.      743,800.      MT  (+/- 180 meters Scaled)
 SV1097
 SV1097                          SUPERSEDED SURVEY CONTROL
 SV1097
 SV1097.No superseded survey control is available for this station.
 SV1097
 SV1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN549581(NAD 83)
 SV1097_MARKER: DB = BENCH MARK DISK
 SV1097_SETTING: 66 = SET IN ROCK OUTCROP
 SV1097_SP_SET: ROCK OUTCROP
 SV1097_STAMPING: F 506 1981
 SV1097_MARK LOGO: NGS   
 SV1097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1097+STABILITY: POSITION/ELEVATION WELL
 SV1097
 SV1097  HISTORY     - Date     Condition        Report By
 SV1097  HISTORY     - 1981     MONUMENTED       NGS
 SV1097
 SV1097                          STATION DESCRIPTION
 SV1097
 SV1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SV1097'2.4 KM (1.5 MI) SW FROM CHENEY.
 SV1097'2.4 KM (1.5 MILES) SOUTHWEST ALONG THE COLUMBIA BASIN
 SV1097'HIGHWAY FROM THE INTERSECTION OF COLLEGE STREET AT CHENEY,
 SV1097'13.8 METERS (45,5 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 SV1097'HIGHWAY, IN TOP OF A 2 BY 2 FOOT VOLCANIC ROCK OUTCROP,
 SV1097'PROJECTING 2 FEET ABOVE THE GROUND, 0.2 KM (0.1 MILE)
 SV1097'SOUTHWEST OF THE PEACEFUL PINES CAMP GROUND ENTRANCE, 0.7 KM
 SV1097'(0.45 MILE )SOUTHWEST OF MILE POST 10, 57.0 METERS (187.0 FEET)
 SV1097'SOUTHWEST OF A FENCE CORNER POST, 1.7 METERS (5.5 FEET)
 SV1097'NORTHWEST OF THE RIGHT-OF-WAY FENCE.
 SV1097'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 SV1097'THE MARK IS 0.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0935 ***********************************************************************
 SW0935  DESIGNATION -  F 507
 SW0935  PID         -  SW0935
 SW0935  STATE/COUNTY-  WA/LINCOLN
 SW0935  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW0935
 SW0935                         *CURRENT SURVEY CONTROL
 SW0935  ___________________________________________________________________
 SW0935* NAD 83(1986)-  47 22 03.     (N)    118 06 48.     (W)     SCALED    
 SW0935* NAVD 88     -       617.971  (meters)    2027.46   (feet)  ADJUSTED  
 SW0935  ___________________________________________________________________
 SW0935  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 SW0935  DYNAMIC HT  -         617.995 (meters)    2027.54  (feet)  COMP
 SW0935  MODELED GRAV-     980,632.6   (mgal)                       NAVD 88
 SW0935
 SW0935  VERT ORDER  -  FIRST     CLASS II
 SW0935
 SW0935.The horizontal coordinates were scaled from a topographic map and have
 SW0935.an estimated accuracy of +/- 6 seconds.
 SW0935
 SW0935.The orthometric height was determined by differential leveling
 SW0935.and adjusted by the National Geodetic Survey in June 1991..
 SW0935
 SW0935.The geoid height was determined by GEOID03.
 SW0935
 SW0935.The dynamic height is computed by dividing the NAVD 88
 SW0935.geopotential number by the normal gravity value computed on the
 SW0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0935.degrees latitude (g = 980.6199 gals.).
 SW0935
 SW0935.The modeled gravity was interpolated from observed gravity values.
 SW0935
 SW0935;                    North         East    Units  Estimated Accuracy
 SW0935;SPC WA N     -    44,490.      705,410.      MT  (+/- 180 meters Scaled)
 SW0935
 SW0935                          SUPERSEDED SURVEY CONTROL
 SW0935
 SW0935.No superseded survey control is available for this station.
 SW0935
 SW0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN159466(NAD 83)
 SW0935_MARKER: DB = BENCH MARK DISK
 SW0935_SETTING: 66 = SET IN ROCK OUTCROP
 SW0935_SP_SET: ROCK OUTCROP
 SW0935_STAMPING: F 507 1981
 SW0935_MARK LOGO: NGS   
 SW0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0935+STABILITY: POSITION/ELEVATION WELL
 SW0935
 SW0935  HISTORY     - Date     Condition        Report By
 SW0935  HISTORY     - 1981     MONUMENTED       NGS
 SW0935
 SW0935                          STATION DESCRIPTION
 SW0935
 SW0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0935'16.9 KM (10.55 MI) NW FROM SPRAGUE.
 SW0935'16.9 KM (10.55 MILES) NORTHWEST ALONG STATE HIGHWAY 23 FROM
 SW0935'THE COLUMBIA BASIN OVERPASS AT SPRAGUE, 0.55 KM (0.35 MILE)
 SW0935'NORTHWEST OF MILE POST 53, 7.9 METERS (26.0 FEET) SOUTHWEST
 SW0935'OF THE CENTERLINE OF THE HIGHWAY, 0.5 METER (1.5 FEET)
 SW0935'NORTHEAST OF THE RIGHT-OF-WAY FENCE, IN TOP OF A VOLCANIC
 SW0935'ROCK OUT CROP, 43.3 METERS (142.0 FEET) NORTHWEST OF THE
 SW0935'NORTHWEST EDGE OF A 15 FOOT HIGH VOLCANIC ROCK OUTCROP KNOLL.
 SW0935'THE MARK IS 0.35 METERS  W FROM A WITNESS POST.
 SW0935'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0959 ***********************************************************************
 SW0959  DESIGNATION -  F 508
 SW0959  PID         -  SW0959
 SW0959  STATE/COUNTY-  WA/LINCOLN
 SW0959  USGS QUAD   -  LAMONA (1969)
 SW0959
 SW0959                         *CURRENT SURVEY CONTROL
 SW0959  ___________________________________________________________________
 SW0959* NAD 83(1986)-  47 21 45.     (N)    118 28 30.     (W)     SCALED    
 SW0959* NAVD 88     -       559.402  (meters)    1835.30   (feet)  ADJUSTED  
 SW0959  ___________________________________________________________________
 SW0959  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SW0959  DYNAMIC HT  -         559.432 (meters)    1835.40  (feet)  COMP
 SW0959  MODELED GRAV-     980,648.3   (mgal)                       NAVD 88
 SW0959
 SW0959  VERT ORDER  -  FIRST     CLASS II
 SW0959
 SW0959.The horizontal coordinates were scaled from a topographic map and have
 SW0959.an estimated accuracy of +/- 6 seconds.
 SW0959
 SW0959.The orthometric height was determined by differential leveling
 SW0959.and adjusted by the National Geodetic Survey in June 1991..
 SW0959
 SW0959.The geoid height was determined by GEOID03.
 SW0959
 SW0959.The dynamic height is computed by dividing the NAVD 88
 SW0959.geopotential number by the normal gravity value computed on the
 SW0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0959.degrees latitude (g = 980.6199 gals.).
 SW0959
 SW0959.The modeled gravity was interpolated from observed gravity values.
 SW0959
 SW0959;                    North         East    Units  Estimated Accuracy
 SW0959;SPC WA N     -    43,030.      678,130.      MT  (+/- 180 meters Scaled)
 SW0959
 SW0959                          SUPERSEDED SURVEY CONTROL
 SW0959
 SW0959.No superseded survey control is available for this station.
 SW0959
 SW0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN886465(NAD 83)
 SW0959_MARKER: DB = BENCH MARK DISK
 SW0959_SETTING: 66 = SET IN ROCK OUTCROP
 SW0959_SP_SET: ROCK OUTCROP
 SW0959_STAMPING: F 508 1981
 SW0959_MARK LOGO: NGS   
 SW0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0959+STABILITY: POSITION/ELEVATION WELL
 SW0959
 SW0959  HISTORY     - Date     Condition        Report By
 SW0959  HISTORY     - 1981     MONUMENTED       NGS
 SW0959
 SW0959                          STATION DESCRIPTION
 SW0959
 SW0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0959'16.9 KM (10.5 MI) EAST FROM ODESSA.
 SW0959'16.9 KM (10.5 MILES) EAST ALONG STATE HIGHWAY 28 FROM THE
 SW0959'EAST JUNCTION OF STATE HIGHWAY 21 AT ODESSA, 0.7 KM (0.45
 SW0959'MILE) EAST OF MILE POST 104, 29.0 METERS (95.0 FEET)
 SW0959'NORTHEAST OF A  Y  JUNCTION OF A PAVED ROAD LEADING TO
 SW0959'LAMONA, IN TOP OF A VOLCANIC ROCK OUTCROP ON THE NORTHWEST
 SW0959'BANK OF A VERY SHALLOW RAVINE PARALLELING THE OLD ABANDON
 SW0959'HIGHWAY PAVEMENT, 15.5 METERS (51.0 FEET) NORTH-NORTHWEST
 SW0959'OF THE CENTERLINE OF THE HIGHWAY, 9.2 METERS (30.0 FEET)
 SW0959'SOUTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, 7.4 METERS
 SW0959'(24.5 FEET) SOUTH-SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 SW0959'2.2 METERS (7.0 FEET) NORTHWEST OF THE CENTER OF THE RAVINE.
 SW0959'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SW0959'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0987 ***********************************************************************
 SW0987  DESIGNATION -  F 509
 SW0987  PID         -  SW0987
 SW0987  STATE/COUNTY-  WA/LINCOLN
 SW0987  USGS QUAD   -  ALMIRA SE (1969)
 SW0987
 SW0987                         *CURRENT SURVEY CONTROL
 SW0987  ___________________________________________________________________
 SW0987* NAD 83(1986)-  47 35 43.     (N)    118 47 09.     (W)     SCALED    
 SW0987* NAVD 88     -       628.124  (meters)    2060.77   (feet)  ADJUSTED  
 SW0987  ___________________________________________________________________
 SW0987  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 SW0987  DYNAMIC HT  -         628.156 (meters)    2060.88  (feet)  COMP
 SW0987  MODELED GRAV-     980,643.6   (mgal)                       NAVD 88
 SW0987
 SW0987  VERT ORDER  -  FIRST     CLASS II
 SW0987
 SW0987.The horizontal coordinates were scaled from a topographic map and have
 SW0987.an estimated accuracy of +/- 6 seconds.
 SW0987
 SW0987.The orthometric height was determined by differential leveling
 SW0987.and adjusted by the National Geodetic Survey in June 1991..
 SW0987
 SW0987.The geoid height was determined by GEOID03.
 SW0987
 SW0987.The dynamic height is computed by dividing the NAVD 88
 SW0987.geopotential number by the normal gravity value computed on the
 SW0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0987.degrees latitude (g = 980.6199 gals.).
 SW0987
 SW0987.The modeled gravity was interpolated from observed gravity values.
 SW0987
 SW0987;                    North         East    Units  Estimated Accuracy
 SW0987;SPC WA N     -    68,230.      653,970.      MT  (+/- 180 meters Scaled)
 SW0987
 SW0987                          SUPERSEDED SURVEY CONTROL
 SW0987
 SW0987.No superseded survey control is available for this station.
 SW0987
 SW0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN657728(NAD 83)
 SW0987_MARKER: I = METAL ROD
 SW0987_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW0987_SP_SET: STAINLESS STEEL ROD
 SW0987_STAMPING: F 509 1981
 SW0987_MARK LOGO: NGS   
 SW0987_PROJECTION: FLUSH
 SW0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW0987_ROD/PIPE-DEPTH: 2.4  meters
 SW0987
 SW0987  HISTORY     - Date     Condition        Report By
 SW0987  HISTORY     - 1981     MONUMENTED       NGS
 SW0987  HISTORY     - 1983     GOOD             NGS
 SW0987
 SW0987                          STATION DESCRIPTION
 SW0987
 SW0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW0987'33.7 KM (20.95 MI) NORT FROM ODESSA.
 SW0987'33.7 KM (20.95 MI) NORTH ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 SW0987'STATE HIGHWAY 28 IN ODESSA, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 53, 9.6
 SW0987'METERS (31.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 17.5 METERS
 SW0987'(57.5 FT) SOUTH OF THE CENTERLINE OF A GRAVEL ROAD LEADING EAST, 8.3
 SW0987'METERS (27.5 FT) SOUTH OF A T JUNCTION POWER LINE POLE, THE ROD WAS
 SW0987'DRIVEN TO REFUSAL.
 SW0987'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 SW0987'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 SW0987
 SW0987                          STATION RECOVERY (1983)
 SW0987
 SW0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SW0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1634 ***********************************************************************
 SA1634  DESIGNATION -  F 51
 SA1634  PID         -  SA1634
 SA1634  STATE/COUNTY-  WA/GRANT
 SA1634  USGS QUAD   -  VANTAGE (1978)
 SA1634
 SA1634                         *CURRENT SURVEY CONTROL
 SA1634  ___________________________________________________________________
 SA1634* NAD 83(1986)-  46 53 06.     (N)    119 57 35.     (W)     SCALED    
 SA1634* NAVD 88     -       165.243  (meters)     542.13   (feet)  ADJUSTED  
 SA1634  ___________________________________________________________________
 SA1634  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 SA1634  DYNAMIC HT  -         165.253 (meters)     542.17  (feet)  COMP
 SA1634  MODELED GRAV-     980,675.2   (mgal)                       NAVD 88
 SA1634
 SA1634  VERT ORDER  -  SECOND    CLASS 0
 SA1634
 SA1634.The horizontal coordinates were scaled from a topographic map and have
 SA1634.an estimated accuracy of +/- 6 seconds.
 SA1634
 SA1634.The orthometric height was determined by differential leveling
 SA1634.and adjusted by the National Geodetic Survey in June 1991..
 SA1634
 SA1634.The geoid height was determined by GEOID03.
 SA1634
 SA1634.The dynamic height is computed by dividing the NAVD 88
 SA1634.geopotential number by the normal gravity value computed on the
 SA1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1634.degrees latitude (g = 980.6199 gals.).
 SA1634
 SA1634.The modeled gravity was interpolated from observed gravity values.
 SA1634
 SA1634;                    North         East    Units  Estimated Accuracy
 SA1634;SPC WA S     -   172,610.      541,180.      MT  (+/- 180 meters Scaled)
 SA1634
 SA1634                          SUPERSEDED SURVEY CONTROL
 SA1634
 SA1634  NGVD 29 (??/??/92)  164.158  (m)          538.58   (f) ADJ UNCH    2 0
 SA1634
 SA1634.Superseded values are not recommended for survey control.
 SA1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1634.See file dsdata.txt to determine how the superseded data were derived.
 SA1634
 SA1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM745966(NAD 83)
 SA1634_MARKER: DB = BENCH MARK DISK
 SA1634_SETTING: 0 = UNSPECIFIED SETTING
 SA1634_STAMPING: F 51 1934
 SA1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1634
 SA1634  HISTORY     - Date     Condition        Report By
 SA1634  HISTORY     - 1934     MONUMENTED       CGS
 SA1634  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA1634
 SA1634                          STATION DESCRIPTION
 SA1634
 SA1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SA1634'3.8 MI N FROM BEVERLY.
 SA1634'3.8 MI. N. ALONG GRANT CO. ROAD TO VANTAGE FERRY FROM POST OFFICE.
 SA1634'ALONG THE RIGHT OF WAY OF GRANT COUNTY ROAD TO VANTAGE FERRY, 39 FEET
 SA1634'EAST OF THE CENTER LINE OF THE ROAD.  NOTE-- BM UNDER WATER.
 SA1634
 SA1634                          STATION RECOVERY (1967)
 SA1634
 SA1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1013 ***********************************************************************
 SW1013  DESIGNATION -  F 510
 SW1013  PID         -  SW1013
 SW1013  STATE/COUNTY-  WA/LINCOLN
 SW1013  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW1013
 SW1013                         *CURRENT SURVEY CONTROL
 SW1013  ___________________________________________________________________
 SW1013* NAD 83(1986)-  47 54 33.     (N)    118 52 54.     (W)     SCALED    
 SW1013* NAVD 88     -       687.595  (meters)    2255.88   (feet)  ADJUSTED  
 SW1013  ___________________________________________________________________
 SW1013  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SW1013  DYNAMIC HT  -         687.618 (meters)    2255.96  (feet)  COMP
 SW1013  MODELED GRAV-     980,623.9   (mgal)                       NAVD 88
 SW1013
 SW1013  VERT ORDER  -  FIRST     CLASS II
 SW1013
 SW1013.The horizontal coordinates were scaled from a topographic map and have
 SW1013.an estimated accuracy of +/- 6 seconds.
 SW1013
 SW1013.The orthometric height was determined by differential leveling
 SW1013.and adjusted by the National Geodetic Survey in June 1991..
 SW1013
 SW1013.The geoid height was determined by GEOID03.
 SW1013
 SW1013.The dynamic height is computed by dividing the NAVD 88
 SW1013.geopotential number by the normal gravity value computed on the
 SW1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW1013.degrees latitude (g = 980.6199 gals.).
 SW1013
 SW1013.The modeled gravity was interpolated from observed gravity values.
 SW1013
 SW1013;                    North         East    Units  Estimated Accuracy
 SW1013;SPC WA N     -   102,930.      645,880.      MT  (+/- 180 meters Scaled)
 SW1013
 SW1013                          SUPERSEDED SURVEY CONTROL
 SW1013
 SW1013.No superseded survey control is available for this station.
 SW1013
 SW1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP593079(NAD 83)
 SW1013_MARKER: I = METAL ROD
 SW1013_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SW1013_SP_SET: STAINLESS STEEL ROD
 SW1013_STAMPING: F 510 1981
 SW1013_MARK LOGO: NGS   
 SW1013_PROJECTION: FLUSH
 SW1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1013_ROD/PIPE-DEPTH: 1.2  meters
 SW1013
 SW1013  HISTORY     - Date     Condition        Report By
 SW1013  HISTORY     - 1981     MONUMENTED       NGS
 SW1013
 SW1013                          STATION DESCRIPTION
 SW1013
 SW1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SW1013'10.85 KM (6.75 MI) SE FROM GRAND COULEE.
 SW1013'10.85 KM (6.75 MI) SOUTHEAST ALONG STATE HIGHWAY 174 FROM THE JUNCTION
 SW1013'OF STATE HIGHWAY 155 IN GRAND COULEE, AT THE NORTHWEST END OF A CURVE,
 SW1013'0.55 KM (0.35 MI) SOUTHEAST OF MILEPOST 28, 10.3 METERS (34 FT)
 SW1013'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30.8 METERS (101 FT)
 SW1013'NORTHWEST OF THE NORTHWEST END OF A STEEL GUARD RAIL, 5.2 METERS (17
 SW1013'FT) SOUTHWEST OF A 30-INCH PINE TREE WITH A 12 X 8 INCH BLAZE ON ITS
 SW1013'SOUTHWEST SIDE, THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 4 FEET.
 SW1013'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 SW1013'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0781 ***********************************************************************
 TP0781  DESIGNATION -  F 511
 TP0781  PID         -  TP0781
 TP0781  STATE/COUNTY-  WA/OKANOGAN
 TP0781  USGS QUAD   -  ARMSTRONG CREEK (1989)
 TP0781
 TP0781                         *CURRENT SURVEY CONTROL
 TP0781  ___________________________________________________________________
 TP0781* NAD 83(1986)-  48 08 53.     (N)    119 05 59.     (W)     SCALED    
 TP0781* NAVD 88     -       302.911  (meters)     993.80   (feet)  ADJUSTED  
 TP0781  ___________________________________________________________________
 TP0781  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 TP0781  DYNAMIC HT  -         302.949 (meters)     993.93  (feet)  COMP
 TP0781  MODELED GRAV-     980,730.1   (mgal)                       NAVD 88
 TP0781
 TP0781  VERT ORDER  -  FIRST     CLASS II
 TP0781
 TP0781.The horizontal coordinates were scaled from a topographic map and have
 TP0781.an estimated accuracy of +/- 6 seconds.
 TP0781
 TP0781.The orthometric height was determined by differential leveling
 TP0781.and adjusted by the National Geodetic Survey in June 1991..
 TP0781
 TP0781.The geoid height was determined by GEOID03.
 TP0781
 TP0781.The dynamic height is computed by dividing the NAVD 88
 TP0781.geopotential number by the normal gravity value computed on the
 TP0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0781.degrees latitude (g = 980.6199 gals.).
 TP0781
 TP0781.The modeled gravity was interpolated from observed gravity values.
 TP0781
 TP0781;                    North         East    Units  Estimated Accuracy
 TP0781;SPC WA N     -   129,100.      628,980.      MT  (+/- 180 meters Scaled)
 TP0781
 TP0781                          SUPERSEDED SURVEY CONTROL
 TP0781
 TP0781.No superseded survey control is available for this station.
 TP0781
 TP0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP438348(NAD 83)
 TP0781_MARKER: I = METAL ROD
 TP0781_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0781_SP_SET: STAINLESS STEEL ROD
 TP0781_STAMPING: F 511 1981
 TP0781_MARK LOGO: NGS   
 TP0781_PROJECTION: FLUSH
 TP0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0781_ROD/PIPE-DEPTH: 2.4  meters
 TP0781
 TP0781  HISTORY     - Date     Condition        Report By
 TP0781  HISTORY     - 1981     MONUMENTED       NGS
 TP0781  HISTORY     - 1983     GOOD             NGS
 TP0781
 TP0781                          STATION DESCRIPTION
 TP0781
 TP0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0781'10.5 KM (6.55 MI) WEST FROM COLVILLE INDIAN AGENCY.
 TP0781'10.5 KM (6.55 MI) WEST ALONG A PAVED ROAD FROM THE INTERSECTION OF
 TP0781'STATE 155 AT THE COLVILLE INDIAN AGENCY, ON THE INSIDE AND AT THE EAST
 TP0781'END OF A CURVE, ACROSS THE ROAD FROM THE EAST END OF A GRAVEL PIT, 9.6
 TP0781'METERS (31.5 FT) NORTH OF THE CENTERLINE OF THE ROAD, 51.7 METERS
 TP0781'(169.5 FT) WEST OF THE EXTENDED CENTERLINE OF A TRACK ROAD, 56.6
 TP0781'METERS (185.5 FT) EAST OF THE CENTERLINE OF THE ROAD LEADING TO THE
 TP0781'GRAVEL PIT, THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 8 FEET.
 TP0781'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 TP0781'THE MARK IS 0.6 M ABOVE THE ROAD.
 TP0781
 TP0781                          STATION RECOVERY (1983)
 TP0781
 TP0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TP0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0805 ***********************************************************************
 TP0805  DESIGNATION -  F 512
 TP0805  PID         -  TP0805
 TP0805  STATE/COUNTY-  WA/OKANOGAN
 TP0805  USGS QUAD   -  OMAK LAKE (1980)
 TP0805
 TP0805                         *CURRENT SURVEY CONTROL
 TP0805  ___________________________________________________________________
 TP0805* NAD 83(1986)-  48 18 02.     (N)    119 25 50.     (W)     SCALED    
 TP0805* NAVD 88     -       433.599  (meters)    1422.57   (feet)  ADJUSTED  
 TP0805  ___________________________________________________________________
 TP0805  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TP0805  DYNAMIC HT  -         433.657 (meters)    1422.76  (feet)  COMP
 TP0805  MODELED GRAV-     980,733.5   (mgal)                       NAVD 88
 TP0805
 TP0805  VERT ORDER  -  FIRST     CLASS II
 TP0805
 TP0805.The horizontal coordinates were scaled from a topographic map and have
 TP0805.an estimated accuracy of +/- 6 seconds.
 TP0805
 TP0805.The orthometric height was determined by differential leveling
 TP0805.and adjusted by the National Geodetic Survey in June 1991..
 TP0805
 TP0805.The geoid height was determined by GEOID03.
 TP0805
 TP0805.The dynamic height is computed by dividing the NAVD 88
 TP0805.geopotential number by the normal gravity value computed on the
 TP0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0805.degrees latitude (g = 980.6199 gals.).
 TP0805
 TP0805.The modeled gravity was interpolated from observed gravity values.
 TP0805
 TP0805;                    North         East    Units  Estimated Accuracy
 TP0805;SPC WA N     -   145,550.      604,060.      MT  (+/- 180 meters Scaled)
 TP0805
 TP0805                          SUPERSEDED SURVEY CONTROL
 TP0805
 TP0805.No superseded survey control is available for this station.
 TP0805
 TP0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP197525(NAD 83)
 TP0805_MARKER: DB = BENCH MARK DISK
 TP0805_SETTING: 66 = SET IN ROCK OUTCROP
 TP0805_SP_SET: ROCK OUTCROP
 TP0805_STAMPING: F 512 1981
 TP0805_MARK LOGO: NGS   
 TP0805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0805+STABILITY: POSITION/ELEVATION WELL
 TP0805
 TP0805  HISTORY     - Date     Condition        Report By
 TP0805  HISTORY     - 1981     MONUMENTED       NGS
 TP0805
 TP0805                          STATION DESCRIPTION
 TP0805
 TP0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0805'14.0 KM (8.7 MI) SOUTH FROM OMAK.
 TP0805'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 155 FROM THE CROSSING OF THE
 TP0805'BURLINGTON NORTHERN RAILROAD IN OMAK, THENCE 13.2 KM (8.2 MI) SOUTH
 TP0805'ALONG OMAK LAKE ROAD, IN TOP OF THE EAST EDGE OF A MASSIVE GRANITE
 TP0805'OUTCROP, 1.35 KM (0.85 MI) NORTH OF A CATTLE GUARD, 15.3 METERS (50
 TP0805'FT) EAST OF THE CENTERLINE OF THE ROAD, 8.9 METERS (29 FT) EAST OF A
 TP0805'30-INCH PINE TREE, 2.3 METERS (7.5 FT) NORTH OF THE SOUTH EDGE OF THE
 TP0805'OUTCROP.
 TP0805'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TP0805'THE MARK IS 0.9 M BELOW THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0873 ***********************************************************************
 TP0873  DESIGNATION -  F 513
 TP0873  PID         -  TP0873
 TP0873  STATE/COUNTY-  WA/OKANOGAN
 TP0873  USGS QUAD   -  RIVERSIDE (1981)
 TP0873
 TP0873                         *CURRENT SURVEY CONTROL
 TP0873  ___________________________________________________________________
 TP0873* NAD 83(1986)-  48 35 07.     (N)    119 31 27.     (W)     SCALED    
 TP0873* NAVD 88     -       339.482  (meters)    1113.78   (feet)  ADJUSTED  
 TP0873  ___________________________________________________________________
 TP0873  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TP0873  DYNAMIC HT  -         339.539 (meters)    1113.97  (feet)  COMP
 TP0873  MODELED GRAV-     980,769.8   (mgal)                       NAVD 88
 TP0873
 TP0873  VERT ORDER  -  FIRST     CLASS II
 TP0873
 TP0873.The horizontal coordinates were scaled from a topographic map and have
 TP0873.an estimated accuracy of +/- 6 seconds.
 TP0873
 TP0873.The orthometric height was determined by differential leveling
 TP0873.and adjusted by the National Geodetic Survey in June 1991..
 TP0873
 TP0873.The geoid height was determined by GEOID03.
 TP0873
 TP0873.The dynamic height is computed by dividing the NAVD 88
 TP0873.geopotential number by the normal gravity value computed on the
 TP0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0873.degrees latitude (g = 980.6199 gals.).
 TP0873
 TP0873.The modeled gravity was interpolated from observed gravity values.
 TP0873
 TP0873;                    North         East    Units  Estimated Accuracy
 TP0873;SPC WA N     -   177,080.      596,580.      MT  (+/- 180 meters Scaled)
 TP0873
 TP0873                          SUPERSEDED SURVEY CONTROL
 TP0873
 TP0873.No superseded survey control is available for this station.
 TP0873
 TP0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP138844(NAD 83)
 TP0873_MARKER: I = METAL ROD
 TP0873_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0873_SP_SET: STAINLESS STEEL ROD
 TP0873_STAMPING: F 513 1981
 TP0873_MARK LOGO: NGS   
 TP0873_PROJECTION: FLUSH
 TP0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0873_ROD/PIPE-DEPTH: 11.3 meters
 TP0873
 TP0873  HISTORY     - Date     Condition        Report By
 TP0873  HISTORY     - 1981     MONUMENTED       NGS
 TP0873
 TP0873                          STATION DESCRIPTION
 TP0873
 TP0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0873'10.5 KM (6.5 MI) NORTH FROM RIVERSIDE.
 TP0873'1.3 KM (0.8 MI) NORTHWEST ALONG MAIN STREET FROM THE POST OFFICE IN
 TP0873'RIVERSIDE, THENCE 9.2 KM (5.7 MI) NORTH ALONG US HIGHWAY 97, AT THE
 TP0873'EAST CORNER OF THE T JUNCTION OF COUNTY ROAD 4311, 0.8 KM (0.5 MI)
 TP0873'SOUTH OF MILEPOST 306, 22.7 METERS (74.5 FT) SOUTHEAST OF THE
 TP0873'CENTERLNE OF THE HIGHWAY, 14 METERS (46 FT) NORTHEAST OF THE
 TP0873'CENTERLINE OF THE ROAD, 15.9 METERS (52 FT) WEST-NORTHWEST OF THE
 TP0873'NORTHWEST POLE OF A DOUBLE POLE POWER LINE, 4.8 METERS (16 FT)
 TP0873'NORTHEAST OF UNDERGROUND TELEPHONE CABLE JUNCTION BOX 64-470-N173, 1.1
 TP0873'METERS (3.5 FT) NORTHEAST OF A FENCE CORNER, 0.45 METER (1.5 FT)
 TP0873'NORTHWEST OF A FENCE.
 TP0873'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 TP0873'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0857 ***********************************************************************
 TP0857  DESIGNATION -  F 514
 TP0857  PID         -  TP0857
 TP0857  STATE/COUNTY-  WA/OKANOGAN
 TP0857  USGS QUAD   -  MALOTT (1993)
 TP0857
 TP0857                         *CURRENT SURVEY CONTROL
 TP0857  ___________________________________________________________________
 TP0857* NAD 83(1986)-  48 18 02.     (N)    119 38 38.     (W)     SCALED    
 TP0857* NAVD 88     -       249.910  (meters)     819.91   (feet)  ADJUSTED  
 TP0857  ___________________________________________________________________
 TP0857  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TP0857  DYNAMIC HT  -         249.946 (meters)     820.03  (feet)  COMP
 TP0857  MODELED GRAV-     980,753.5   (mgal)                       NAVD 88
 TP0857
 TP0857  VERT ORDER  -  FIRST     CLASS II
 TP0857
 TP0857.The horizontal coordinates were scaled from a topographic map and have
 TP0857.an estimated accuracy of +/- 6 seconds.
 TP0857
 TP0857.The orthometric height was determined by differential leveling
 TP0857.and adjusted by the National Geodetic Survey in June 1991..
 TP0857
 TP0857.The geoid height was determined by GEOID03.
 TP0857
 TP0857.The dynamic height is computed by dividing the NAVD 88
 TP0857.geopotential number by the normal gravity value computed on the
 TP0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0857.degrees latitude (g = 980.6199 gals.).
 TP0857
 TP0857.The modeled gravity was interpolated from observed gravity values.
 TP0857
 TP0857;                    North         East    Units  Estimated Accuracy
 TP0857;SPC WA N     -   145,280.      588,240.      MT  (+/- 180 meters Scaled)
 TP0857
 TP0857                          SUPERSEDED SURVEY CONTROL
 TP0857
 TP0857.No superseded survey control is available for this station.
 TP0857
 TP0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP039530(NAD 83)
 TP0857_MARKER: I = METAL ROD
 TP0857_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0857_STAMPING: F 514 1981
 TP0857_MARK LOGO: NGS   
 TP0857_PROJECTION: FLUSH
 TP0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0857_ROD/PIPE-DEPTH: 6.1  meters
 TP0857
 TP0857  HISTORY     - Date     Condition        Report By
 TP0857  HISTORY     - 1981     MONUMENTED       NGS
 TP0857  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 TP0857
 TP0857                          STATION DESCRIPTION
 TP0857
 TP0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0857'5.8 KM (3.6 MI) NE FROM MALOTT.
 TP0857'0.55 KM (0.35 MI) SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE IN
 TP0857'MALOTT, THENCE 5.25 KM (3.25 MI) NORTHEAST ALONG US HIGHWAY 97, 0.3 KM
 TP0857'(0.2 MI) SOUTHWEST OF MILEPOST 282, 27.4 METERS (90 FT) SOUTHEAST OF
 TP0857'THE CENTERLINE OF THE HIGHWAY, 71.0 METERS (233 FT) SOUTH OF AND
 TP0857'ACROSS THE HIGHWAY FROM THE BURLINGTON NORTHERN RAILROAD MILEPOST 86,
 TP0857'33.5 METERS (110 FT) NORTHEAST OF THE NORTHEAST POST OF A GATE IN THE
 TP0857'RIGHT-OF-WAY FENCE, 0.6 METER (2 FT) SOUTHWEST OF A FENCE CORNER, 0.3
 TP0857'METER (1 FT) NORTHWEST OF A FENCE.
 TP0857'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 TP0857'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 TP0857
 TP0857                          STATION RECOVERY (1989)
 TP0857
 TP0857'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 TP0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0352 ***********************************************************************
 TQ0352  DESIGNATION -  F 515
 TQ0352  PID         -  TQ0352
 TQ0352  STATE/COUNTY-  WA/OKANOGAN
 TQ0352  USGS QUAD   -  SILVER STAR MTN (1963)
 TQ0352
 TQ0352                         *CURRENT SURVEY CONTROL
 TQ0352  ___________________________________________________________________
 TQ0352* NAD 83(1986)-  48 35 57.     (N)    120 31 59.     (W)     SCALED    
 TQ0352* NAVD 88     -       928.371  (meters)    3045.83   (feet)  ADJUSTED  
 TQ0352  ___________________________________________________________________
 TQ0352  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TQ0352  DYNAMIC HT  -         928.398 (meters)    3045.92  (feet)  COMP
 TQ0352  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 TQ0352
 TQ0352  VERT ORDER  -  FIRST     CLASS II
 TQ0352
 TQ0352.The horizontal coordinates were scaled from a topographic map and have
 TQ0352.an estimated accuracy of +/- 6 seconds.
 TQ0352
 TQ0352.The orthometric height was determined by differential leveling
 TQ0352.and adjusted by the National Geodetic Survey in June 1991..
 TQ0352
 TQ0352.The geoid height was determined by GEOID03.
 TQ0352
 TQ0352.The dynamic height is computed by dividing the NAVD 88
 TQ0352.geopotential number by the normal gravity value computed on the
 TQ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0352.degrees latitude (g = 980.6199 gals.).
 TQ0352
 TQ0352.The modeled gravity was interpolated from observed gravity values.
 TQ0352
 TQ0352;                    North         East    Units  Estimated Accuracy
 TQ0352;SPC WA N     -   177,850.      522,150.      MT  (+/- 180 meters Scaled)
 TQ0352
 TQ0352                          SUPERSEDED SURVEY CONTROL
 TQ0352
 TQ0352.No superseded survey control is available for this station.
 TQ0352
 TQ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU818858(NAD 83)
 TQ0352_MARKER: DB = BENCH MARK DISK
 TQ0352_SETTING: 80 = SET IN A BOULDER
 TQ0352_SP_SET: BOULDER
 TQ0352_STAMPING: F 515 1982
 TQ0352_MARK LOGO: NGS   
 TQ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TQ0352+STABILITY: SURFACE MOTION
 TQ0352
 TQ0352  HISTORY     - Date     Condition        Report By
 TQ0352  HISTORY     - 1982     MONUMENTED       NGS
 TQ0352
 TQ0352                          STATION DESCRIPTION
 TQ0352
 TQ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0352'10.1 KM (6.3 MI) EAST FROM MAZAMA.
 TQ0352'0.3 KM (0.2 MI) SOUTHWEST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0352'OVER THE METHOW RIVER AT MAZAMA, THENCE 10.7 KM (6.15 MI) WEST ALONG
 TQ0352'STATE HIGHWAY 20, IN TOP CENTER OF A 2 BY 2 FOOT EXPOSURE OF A WHITE
 TQ0352'GRANITE BOULDER PROJECTING 0.5 FOOT, AT THE CROSSING OF VARDEN CREEK,
 TQ0352'0.3 KM (0.2 MI) EAST OF MILEPOST 173, 18.1 METERS (59.5 FT) SOUTH OF
 TQ0352'THE CENTERLINE OF THE HIGHWAY, 12.5 METERS (41 FT) SOUTHEAST OF THE
 TQ0352'SOUTH END OF A 72-INCH CORRUGATED METAL PIPE CULVERT, 4.3 METERS (14.0
 TQ0352'FT) EAST OF THE TOP EDGE OF THE EAST CREEK BANK.
 TQ0352'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TQ0352'THE MARK IS 0.4 M ABOVE THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0880 ***********************************************************************
 SX0880  DESIGNATION -  F 516
 SX0880  PID         -  SX0880
 SX0880  STATE/COUNTY-  WA/KITTITAS
 SX0880  USGS QUAD   -  TEANAWAY (1985)
 SX0880
 SX0880                         *CURRENT SURVEY CONTROL
 SX0880  ___________________________________________________________________
 SX0880* NAD 83(1986)-  47 11 41.     (N)    120 45 10.     (W)     SCALED    
 SX0880* NAVD 88     -       672.187  (meters)    2205.33   (feet)  ADJUSTED  
 SX0880  ___________________________________________________________________
 SX0880  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SX0880  DYNAMIC HT  -         672.198 (meters)    2205.37  (feet)  COMP
 SX0880  MODELED GRAV-     980,608.5   (mgal)                       NAVD 88
 SX0880
 SX0880  VERT ORDER  -  FIRST     CLASS II
 SX0880
 SX0880.The horizontal coordinates were scaled from a topographic map and have
 SX0880.an estimated accuracy of +/- 6 seconds.
 SX0880
 SX0880.The orthometric height was determined by differential leveling
 SX0880.and adjusted by the National Geodetic Survey in June 1991..
 SX0880
 SX0880.The geoid height was determined by GEOID03.
 SX0880
 SX0880.The dynamic height is computed by dividing the NAVD 88
 SX0880.geopotential number by the normal gravity value computed on the
 SX0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0880.degrees latitude (g = 980.6199 gals.).
 SX0880
 SX0880.The modeled gravity was interpolated from observed gravity values.
 SX0880
 SX0880;                    North         East    Units  Estimated Accuracy
 SX0880;SPC WA S     -   206,930.      480,850.      MT  (+/- 180 meters Scaled)
 SX0880
 SX0880                          SUPERSEDED SURVEY CONTROL
 SX0880
 SX0880.No superseded survey control is available for this station.
 SX0880
 SX0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT702292(NAD 83)
 SX0880_MARKER: I = METAL ROD
 SX0880_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SX0880_SP_SET: STAINLESS STEEL ROD
 SX0880_STAMPING: F 516 1982
 SX0880_MARK LOGO: NGS   
 SX0880_PROJECTION: FLUSH
 SX0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0880_ROD/PIPE-DEPTH: 2.4  meters
 SX0880
 SX0880  HISTORY     - Date     Condition        Report By
 SX0880  HISTORY     - 1982     MONUMENTED       NGS
 SX0880  HISTORY     - 1987     GOOD             USPSQD
 SX0880  HISTORY     - 1988     GOOD             USPSQD
 SX0880
 SX0880                          STATION DESCRIPTION
 SX0880
 SX0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0880'15.3 KM (9.5 MI) EAST FROM CLE ELUM.
 SX0880'15.3 KM (9.5 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0880'CLE ELUM, AT THE SOUTHWEST CORNER OF THE T JUNCTION OF HIDDEN VALLEY
 SX0880'ROAD, AT HIGHWAY MILEPOST 8, AT THE CROSSING OF A POWER LINE, 24.0
 SX0880'METERS (79 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 47.0 METERS (154
 SX0880'FT) SOUTHWEST OF THE ROAD CENTERLINE, 1 METER (3.3 FT) NORTHWEST OF
 SX0880'THE NORTHWEST POLE OF A SIGN READING QUARTER HORSES, 15.0 METERS (49
 SX0880'FT) SOUTHEAST OF HIGHWAY MILEPOST 8, 0.5 METER (39.0 FT) SOUTH OF THE
 SX0880'SOUTHEAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 7 METERS (23
 SX0880'FT) SOUTHWEST OF A FENCE CORNER.
 SX0880'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 SX0880'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 SX0880
 SX0880                          STATION RECOVERY (1987)
 SX0880
 SX0880'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX0880'RECOVERED IN GOOD CONDITION.
 SX0880
 SX0880                          STATION RECOVERY (1988)
 SX0880
 SX0880'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0904 ***********************************************************************
 SX0904  DESIGNATION -  F 517
 SX0904  PID         -  SX0904
 SX0904  STATE/COUNTY-  WA/CHELAN
 SX0904  USGS QUAD   -  LIBERTY (1989)
 SX0904
 SX0904                         *CURRENT SURVEY CONTROL
 SX0904  ___________________________________________________________________
 SX0904* NAD 83(1986)-  47 21 31.     (N)    120 39 26.     (W)     SCALED    
 SX0904* NAVD 88     -      1114.048  (meters)    3655.01   (feet)  ADJUSTED  
 SX0904  ___________________________________________________________________
 SX0904  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 SX0904  DYNAMIC HT  -        1113.995 (meters)    3654.83  (feet)  COMP
 SX0904  MODELED GRAV-     980,526.3   (mgal)                       NAVD 88
 SX0904
 SX0904  VERT ORDER  -  FIRST     CLASS II
 SX0904
 SX0904.The horizontal coordinates were scaled from a topographic map and have
 SX0904.an estimated accuracy of +/- 6 seconds.
 SX0904
 SX0904.The orthometric height was determined by differential leveling
 SX0904.and adjusted by the National Geodetic Survey in June 1991..
 SX0904
 SX0904.The geoid height was determined by GEOID03.
 SX0904
 SX0904.The dynamic height is computed by dividing the NAVD 88
 SX0904.geopotential number by the normal gravity value computed on the
 SX0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0904.degrees latitude (g = 980.6199 gals.).
 SX0904
 SX0904.The modeled gravity was interpolated from observed gravity values.
 SX0904
 SX0904;                    North         East    Units  Estimated Accuracy
 SX0904;SPC WA N     -    39,890.      513,310.      MT  (+/- 180 meters Scaled)
 SX0904
 SX0904                          SUPERSEDED SURVEY CONTROL
 SX0904
 SX0904.No superseded survey control is available for this station.
 SX0904
 SX0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT769476(NAD 83)
 SX0904_MARKER: DB = BENCH MARK DISK
 SX0904_SETTING: 66 = SET IN ROCK OUTCROP
 SX0904_SP_SET: ROCK OUTCROP
 SX0904_STAMPING: F 517 1982
 SX0904_MARK LOGO: NGS   
 SX0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0904+STABILITY: POSITION/ELEVATION WELL
 SX0904
 SX0904  HISTORY     - Date     Condition        Report By
 SX0904  HISTORY     - 1982     MONUMENTED       NGS
 SX0904  HISTORY     - 1988     GOOD             USPSQD
 SX0904
 SX0904                          STATION DESCRIPTION
 SX0904
 SX0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0904'45.1 KM (28.0 MI) NE FROM CLE ELUM.
 SX0904'18.8 KM (11.7 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0904'CLE ELUM, THENCE 15.8 KM (9.8 MI) NORTHEAST ALONG US HIGHWAY 97,
 SX0904'THENCE 10.5 KM (6.5 MI) NORTH ALONG OLD BLEWETT ROAD, IN TOP OF A 2 BY
 SX0904'3 FOOT SHELF IN A MASSIVE OUTCROP, AT A SHARP TURN IN THE ROAD FROM
 SX0904'EAST TO NORTH, 2.6 KM (1.6 MI) NORTH OF THE SUMMIT, 6 METERS (19.7 FT)
 SX0904'NORTH OF THE CENTERLINE OF THE ROAD.
 SX0904'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SX0904'THE MARK IS 1.0 M ABOVE THE ROAD.
 SX0904
 SX0904                          STATION RECOVERY (1988)
 SX0904
 SX0904'RECOVERY NOTE BY US POWER SQUADRON 1988 (LM)
 SX0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0928 ***********************************************************************
 SX0928  DESIGNATION -  F 518
 SX0928  PID         -  SX0928
 SX0928  STATE/COUNTY-  WA/CHELAN
 SX0928  USGS QUAD   -  PESHASTIN (1989)
 SX0928
 SX0928                         *CURRENT SURVEY CONTROL
 SX0928  ___________________________________________________________________
 SX0928* NAD 83(1986)-  47 34 03.     (N)    120 36 20.     (W)     SCALED    
 SX0928* NAVD 88     -       318.943  (meters)    1046.40   (feet)  ADJUSTED  
 SX0928  ___________________________________________________________________
 SX0928  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 SX0928  DYNAMIC HT  -         318.965 (meters)    1046.47  (feet)  COMP
 SX0928  MODELED GRAV-     980,674.7   (mgal)                       NAVD 88
 SX0928
 SX0928  VERT ORDER  -  FIRST     CLASS II
 SX0928
 SX0928.The horizontal coordinates were scaled from a topographic map and have
 SX0928.an estimated accuracy of +/- 6 seconds.
 SX0928
 SX0928.The orthometric height was determined by differential leveling
 SX0928.and adjusted by the National Geodetic Survey in June 1991..
 SX0928
 SX0928.The geoid height was determined by GEOID03.
 SX0928
 SX0928.The dynamic height is computed by dividing the NAVD 88
 SX0928.geopotential number by the normal gravity value computed on the
 SX0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0928.degrees latitude (g = 980.6199 gals.).
 SX0928
 SX0928.The modeled gravity was interpolated from observed gravity values.
 SX0928
 SX0928;                    North         East    Units  Estimated Accuracy
 SX0928;SPC WA N     -    63,120.      517,140.      MT  (+/- 180 meters Scaled)
 SX0928
 SX0928                          SUPERSEDED SURVEY CONTROL
 SX0928
 SX0928.No superseded survey control is available for this station.
 SX0928
 SX0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT800710(NAD 83)
 SX0928_MARKER: DB = BENCH MARK DISK
 SX0928_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SX0928_SP_SET: ABUTMENT
 SX0928_STAMPING: F 518 1982
 SX0928_MARK LOGO: NGS   
 SX0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX0928+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 SX0928
 SX0928  HISTORY     - Date     Condition        Report By
 SX0928  HISTORY     - 1982     MONUMENTED       NGS
 SX0928  HISTORY     - 1989     GOOD             USPSQD
 SX0928  HISTORY     - 20040918 GOOD             USPSQD
 SX0928
 SX0928                          STATION DESCRIPTION
 SX0928
 SX0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0928'24.3 KM (15.1 MI) SW FROM WENATCHEE.
 SX0928'24.3 KM (15.1 MI) WEST ALONG US HIGHWAY 2 FROM THE CROSSING OF US
 SX0928'HIGHWAY 97 AT WENATCHEE, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 SX0928'ABUTMENT OF A BRIDGE OVER THE WENATCHEE RIVER, AT THE T JUNCTION OF
 SX0928'MAIN STREET AND US HIGHWAY 2 AT PESHASTIN, DIRECTLY UNDER A POWER
 SX0928'LINE, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST 104, 11 METERS (36.0 FT)
 SX0928'NORTHEAST OF THE HIGHWAY CENTERLINE, 11 METERS (36 FT) NORTHWEST OF
 SX0928'THE CENTERLINE OF THE BRIDGE, 4 METERS (13 FT) SOUTHEAST OF AN UNDER
 SX0928'GROUND CABLE BOX, 1 METER (3.3 FT) EAST OF A POWER LINE POLE BEARING
 SX0928'STREET LAMP NUMBER 2232, 0.5 METER (1.5 FT) SOUTHEAST OF THE NORTHWEST
 SX0928'END OF THE ABUTMENT.
 SX0928'THE MARK IS 0.3 M ABOVE THE BRIDGE FLOOR.
 SX0928
 SX0928                          STATION RECOVERY (1989)
 SX0928
 SX0928'RECOVERY NOTE BY US POWER SQUADRON 1989 (LM)
 SX0928'RECOVERED IN GOOD CONDITION.
 SX0928
 SX0928                          STATION RECOVERY (2004)
 SX0928
 SX0928'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 SX0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0955 ***********************************************************************
 SX0955  DESIGNATION -  F 519
 SX0955  PID         -  SX0955
 SX0955  STATE/COUNTY-  WA/CHELAN
 SX0955  USGS QUAD   -  ROCKY REACH DAM (1987)
 SX0955
 SX0955                         *CURRENT SURVEY CONTROL
 SX0955  ___________________________________________________________________
 SX0955* NAD 83(1986)-  47 32 55.     (N)    120 17 09.     (W)     SCALED    
 SX0955* NAVD 88     -       254.839  (meters)     836.08   (feet)  ADJUSTED  
 SX0955  ___________________________________________________________________
 SX0955  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 SX0955  DYNAMIC HT  -         254.868 (meters)     836.18  (feet)  COMP
 SX0955  MODELED GRAV-     980,719.3   (mgal)                       NAVD 88
 SX0955
 SX0955  VERT ORDER  -  FIRST     CLASS II
 SX0955
 SX0955.The horizontal coordinates were scaled from a topographic map and have
 SX0955.an estimated accuracy of +/- 6 seconds.
 SX0955
 SX0955.The orthometric height was determined by differential leveling
 SX0955.and adjusted by the National Geodetic Survey in June 1991..
 SX0955
 SX0955.The geoid height was determined by GEOID03.
 SX0955
 SX0955.The dynamic height is computed by dividing the NAVD 88
 SX0955.geopotential number by the normal gravity value computed on the
 SX0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0955.degrees latitude (g = 980.6199 gals.).
 SX0955
 SX0955.The modeled gravity was interpolated from observed gravity values.
 SX0955
 SX0955;                    North         East    Units  Estimated Accuracy
 SX0955;SPC WA N     -    61,140.      541,210.      MT  (+/- 180 meters Scaled)
 SX0955
 SX0955                          SUPERSEDED SURVEY CONTROL
 SX0955
 SX0955.No superseded survey control is available for this station.
 SX0955
 SX0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT042697(NAD 83)
 SX0955_MARKER: DB = BENCH MARK DISK
 SX0955_SETTING: 66 = SET IN ROCK OUTCROP
 SX0955_SP_SET: ROCK OUTCROP
 SX0955_STAMPING: F 519 1982
 SX0955_MARK LOGO: NGS   
 SX0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0955+STABILITY: POSITION/ELEVATION WELL
 SX0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX0955+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2001
 SX0955
 SX0955  HISTORY     - Date     Condition        Report By
 SX0955  HISTORY     - 1982     MONUMENTED       NGS
 SX0955  HISTORY     - 20010624 GOOD             INDIV
 SX0955  HISTORY     - 20050516 GOOD             USPSQD
 SX0955
 SX0955                          STATION DESCRIPTION
 SX0955
 SX0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0955'10.5 KM (6.5 MI) NORTH FROM WENATCHEE.
 SX0955'10.5 KM (6.5 MI) NORTH ALONG US HIGHWAY 97 FROM THE CROSSING OF US
 SX0955'HIGHWAY 2 AT WENATCHEE, AT THE PAVED ENTRANCE ROAD TO A VIEWPOINT
 SX0955'OVERLOOKING THE ROCKY REACH DAM AREA AT THE CREST OF A HILL, IN TOP OF
 SX0955'THE NORTHWEST EDGE OF A 5 BY 5 FOOT FLAT OUTCROP FLUSH WITH THE
 SX0955'GROUND, 0.6 KM (0.4 MI) SOUTHWEST OF MILEPOST 206, 39 METERS (128 FT)
 SX0955'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26 METERS (85.0 FT)
 SX0955'EAST OF THE SOUTHWEST END OF A LONG STEEL GUARD RAIL, 21.0 METERS (69
 SX0955'FT) NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 18.0 METERS (59 FT)
 SX0955'EAST OF THE NORTHWEST END OF A CHAIN LINK FENCE, 3.0 METERS (10 FT)
 SX0955'SOUTHWEST OF A SMALL BUSH.
 SX0955'THE MARK IS 1.1 METERS  NW FROM A WITNESS POST.
 SX0955'THE MARK IS 0.5 M ABOVE THE CENTERLINE.
 SX0955
 SX0955                          STATION RECOVERY (2001)
 SX0955
 SX0955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TPF)
 SX0955'RECOVERED IN GOOD CONDITION.
 SX0955
 SX0955                          STATION RECOVERY (2005)
 SX0955
 SX0955'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 SX0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0007 ***********************************************************************
 SW0007  DESIGNATION -  F 52
 SW0007  PID         -  SW0007
 SW0007  STATE/COUNTY-  WA/LINCOLN
 SW0007  USGS QUAD   -  MC COY LAKE (1985)
 SW0007
 SW0007                         *CURRENT SURVEY CONTROL
 SW0007  ___________________________________________________________________
 SW0007* NAD 83(1986)-  47 55 37.     (N)    118 11 26.     (W)     SCALED    
 SW0007* NAVD 88     -       358.059  (meters)    1174.73   (feet)  ADJUSTED  
 SW0007  ___________________________________________________________________
 SW0007  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 SW0007  DYNAMIC HT  -         358.088 (meters)    1174.83  (feet)  COMP
 SW0007  MODELED GRAV-     980,683.2   (mgal)                       NAVD 88
 SW0007
 SW0007  VERT ORDER  -  SECOND    CLASS 0
 SW0007
 SW0007.The horizontal coordinates were scaled from a topographic map and have
 SW0007.an estimated accuracy of +/- 6 seconds.
 SW0007
 SW0007.The orthometric height was determined by differential leveling
 SW0007.and adjusted by the National Geodetic Survey in June 1991..
 SW0007
 SW0007.The geoid height was determined by GEOID03.
 SW0007
 SW0007.The dynamic height is computed by dividing the NAVD 88
 SW0007.geopotential number by the normal gravity value computed on the
 SW0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0007.degrees latitude (g = 980.6199 gals.).
 SW0007
 SW0007.The modeled gravity was interpolated from observed gravity values.
 SW0007
 SW0007;                    North         East    Units  Estimated Accuracy
 SW0007;SPC WA N     -   106,450.      697,450.      MT  (+/- 180 meters Scaled)
 SW0007
 SW0007                          SUPERSEDED SURVEY CONTROL
 SW0007
 SW0007  NGVD 29 (??/??/92)  356.843  (m)         1170.74   (f) ADJ UNCH    2 0
 SW0007
 SW0007.Superseded values are not recommended for survey control.
 SW0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0007.See file dsdata.txt to determine how the superseded data were derived.
 SW0007
 SW0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP110088(NAD 83)
 SW0007_MARKER: DB = BENCH MARK DISK
 SW0007_SETTING: 66 = SET IN ROCK OUTCROP
 SW0007_SP_SET: ROCK
 SW0007_STAMPING: F 52 1934
 SW0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0007+STABILITY: POSITION/ELEVATION WELL
 SW0007
 SW0007  HISTORY     - Date     Condition        Report By
 SW0007  HISTORY     - 1934     MONUMENTED       CGS
 SW0007  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0007
 SW0007                          STATION DESCRIPTION
 SW0007
 SW0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SW0007'13.8 MI S FROM FRUITLAND.
 SW0007'13.8 MI. S. ALONG WASH. STATE HWY. NO. 22 FROM POST OFFICE.  ALONG THE
 SW0007'RIGHT OF WAY OF WASHINGTON STATE HWY. NO. 22.  0.6 MI S.E. OF
 SW0007'DETILLION BRIDGE, 87 FEET S.E. OF ROAD TO PLACE OWNED BY LENORD
 SW0007'PANKEY, 29 FEET N.E. OF CENTER LINE OF HIGHWAY, ON S.E. END OF 10 BY
 SW0007'15 FOOT ROCK, AND 5 FEET HIGH.  NOTE-- POSSIBLY UNDER WATER.
 SW0007
 SW0007                          STATION RECOVERY (1966)
 SW0007
 SW0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1026 ***********************************************************************
 SW1026  DESIGNATION -  F 520
 SW1026  PID         -  SW1026
 SW1026  STATE/COUNTY-  WA/CHELAN
 SW1026  USGS QUAD   -  CHELAN FALLS (1981)
 SW1026
 SW1026                         *CURRENT SURVEY CONTROL
 SW1026  ___________________________________________________________________
 SW1026* NAD 83(1986)-  47 48 18.     (N)    119 59 02.     (W)     SCALED    
 SW1026* NAVD 88     -       224.137  (meters)     735.36   (feet)  ADJUSTED  
 SW1026  ___________________________________________________________________
 SW1026  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SW1026  DYNAMIC HT  -         224.165 (meters)     735.45  (feet)  COMP
 SW1026  MODELED GRAV-     980,735.4   (mgal)                       NAVD 88
 SW1026
 SW1026  VERT ORDER  -  FIRST     CLASS II
 SW1026
 SW1026.The horizontal coordinates were scaled from a topographic map and have
 SW1026.an estimated accuracy of +/- 6 seconds.
 SW1026
 SW1026.The orthometric height was determined by differential leveling
 SW1026.and adjusted by the National Geodetic Survey in June 1991..
 SW1026
 SW1026.The geoid height was determined by GEOID03.
 SW1026
 SW1026.The dynamic height is computed by dividing the NAVD 88
 SW1026.geopotential number by the normal gravity value computed on the
 SW1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW1026.degrees latitude (g = 980.6199 gals.).
 SW1026
 SW1026.The modeled gravity was interpolated from observed gravity values.
 SW1026
 SW1026;                    North         East    Units  Estimated Accuracy
 SW1026;SPC WA N     -    89,850.      563,630.      MT  (+/- 180 meters Scaled)
 SW1026
 SW1026                          SUPERSEDED SURVEY CONTROL
 SW1026
 SW1026.No superseded survey control is available for this station.
 SW1026
 SW1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN765989(NAD 83)
 SW1026_MARKER: DB = BENCH MARK DISK
 SW1026_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SW1026_SP_SET: ABUTMENT
 SW1026_STAMPING: F 520 1982
 SW1026_MARK LOGO: NGS   
 SW1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SW1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SW1026+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 SW1026
 SW1026  HISTORY     - Date     Condition        Report By
 SW1026  HISTORY     - 1982     MONUMENTED       NGS
 SW1026  HISTORY     - 20060809 GOOD             USPSQD
 SW1026
 SW1026                          STATION DESCRIPTION
 SW1026
 SW1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SW1026'0.5 KM (0.3 MI) NE FROM CHELAN FALLS.
 SW1026'0.5 KM (0.3 MI) NORTHEAST ALONG STATE HIGHWAY 151 FROM THE POST OFFICE
 SW1026'IN CHELAN FALLS, AT THE BRIDGE OVER THE CHELAN RIVER, IN TOP OF THE
 SW1026'SOUTHEAST END OF THE NORTHEAST ABUTMENT, O.2 KM (0.1 MI) NORTHEAST OF
 SW1026'THE BURLINGTON NORTHERN RAILROAD MILEPOST 38, 4.7 METERS (15.5 FT)
 SW1026'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 20.1 METERS (65.9 FT)
 SW1026'NORTHWEST OF THE NORTHWEST RAIL, 1.4 METERS (4.6 FT) SOUTHWEST OF THE
 SW1026'OF THE NORTHEAST END OF THE SOUTHWEST GUARD RAIL.
 SW1026'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SW1026
 SW1026                          STATION RECOVERY (2006)
 SW1026
 SW1026'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 SW1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0392 ***********************************************************************
 TQ0392  DESIGNATION -  F 521
 TQ0392  PID         -  TQ0392
 TQ0392  STATE/COUNTY-  WA/WHATCOM
 TQ0392  USGS QUAD   -  CRATER MOUNTAIN (1973)
 TQ0392
 TQ0392                         *CURRENT SURVEY CONTROL
 TQ0392  ___________________________________________________________________
 TQ0392* NAD 83(1986)-  48 42 56.     (N)    120 58 42.     (W)     SCALED    
 TQ0392* NAVD 88     -       558.973  (meters)    1833.90   (feet)  ADJUSTED  
 TQ0392  ___________________________________________________________________
 TQ0392  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TQ0392  DYNAMIC HT  -         559.026 (meters)    1834.07  (feet)  COMP
 TQ0392  MODELED GRAV-     980,688.3   (mgal)                       NAVD 88
 TQ0392
 TQ0392  VERT ORDER  -  FIRST     CLASS II
 TQ0392
 TQ0392.The horizontal coordinates were scaled from a topographic map and have
 TQ0392.an estimated accuracy of +/- 6 seconds.
 TQ0392
 TQ0392.The orthometric height was determined by differential leveling
 TQ0392.and adjusted by the National Geodetic Survey in June 1991..
 TQ0392
 TQ0392.The geoid height was determined by GEOID03.
 TQ0392
 TQ0392.The dynamic height is computed by dividing the NAVD 88
 TQ0392.geopotential number by the normal gravity value computed on the
 TQ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0392.degrees latitude (g = 980.6199 gals.).
 TQ0392
 TQ0392.The modeled gravity was interpolated from observed gravity values.
 TQ0392
 TQ0392;                    North         East    Units  Estimated Accuracy
 TQ0392;SPC WA N     -   190,760.      489,330.      MT  (+/- 180 meters Scaled)
 TQ0392
 TQ0392                          SUPERSEDED SURVEY CONTROL
 TQ0392
 TQ0392.No superseded survey control is available for this station.
 TQ0392
 TQ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU487978(NAD 83)
 TQ0392_MARKER: DB = BENCH MARK DISK
 TQ0392_SETTING: 66 = SET IN ROCK OUTCROP
 TQ0392_SP_SET: ROCK OUTCROP
 TQ0392_STAMPING: F 521 1982
 TQ0392_MARK LOGO: NGS   
 TQ0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TQ0392+STABILITY: POSITION/ELEVATION WELL
 TQ0392
 TQ0392  HISTORY     - Date     Condition        Report By
 TQ0392  HISTORY     - 1982     MONUMENTED       NGS
 TQ0392
 TQ0392                          STATION DESCRIPTION
 TQ0392
 TQ0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0392'28.8 KM (18.0 MI) EAST FROM NEWHALEM.
 TQ0392'28.8 KM (18.0 MI) EAST ALONG STATE HIGHWAY 20 FROM THE GRAMMAR SCHOOL
 TQ0392'AT NEWHALEM, IN THE TOP CENTER OF A 1 BY 1.5 FOOT GRANITE SHELF AT THE
 TQ0392'BASE OF AND 21.3 METERS (70 FT) NORTHWEST OF THE SOUTHEAST END OF A
 TQ0392'ROCK CUT, 0.53 (0.35 MI) SOUTHEAST OF MILEPOST 138, 0.17 KM (0.1 MI)
 TQ0392'NORTHWEST OF THE NORTHWEST END OF THE HIGHWAY BRIDGE OVER PANTHER
 TQ0392'CREEK, 0.86 KM (0.55 MI) NORTHWEST OF THE OKANOGAN NATIONAL FOREST
 TQ0392'BOUNDARY SIGN, 29.0 METERS (95 FT) NORTHWEST OF THE NORTH CORNER OF
 TQ0392'A 3 BY 6 FOOT BOX CULVERT GRATE DRAIN, 9.3 METERS (30.5 FT) SOUTHWEST
 TQ0392'OF THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0361 ***********************************************************************
 TQ0361  DESIGNATION -  F 522
 TQ0361  PID         -  TQ0361
 TQ0361  STATE/COUNTY-  WA/OKANOGAN
 TQ0361  USGS QUAD   -  WASHINGTON PASS (1963)
 TQ0361
 TQ0361                         *CURRENT SURVEY CONTROL
 TQ0361  ___________________________________________________________________
 TQ0361* NAD 83(1986)-  48 32 32.     (N)    120 38 00.     (W)     SCALED    
 TQ0361* NAVD 88     -      1377.836  (meters)    4520.45   (feet)  ADJUSTED  
 TQ0361  ___________________________________________________________________
 TQ0361  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 TQ0361  DYNAMIC HT  -        1377.756 (meters)    4520.19  (feet)  COMP
 TQ0361  MODELED GRAV-     980,504.7   (mgal)                       NAVD 88
 TQ0361
 TQ0361  VERT ORDER  -  FIRST     CLASS II
 TQ0361
 TQ0361.The horizontal coordinates were scaled from a topographic map and have
 TQ0361.an estimated accuracy of +/- 6 seconds.
 TQ0361
 TQ0361.The orthometric height was determined by differential leveling
 TQ0361.and adjusted by the National Geodetic Survey in June 1991..
 TQ0361
 TQ0361.The geoid height was determined by GEOID03.
 TQ0361
 TQ0361.The dynamic height is computed by dividing the NAVD 88
 TQ0361.geopotential number by the normal gravity value computed on the
 TQ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0361.degrees latitude (g = 980.6199 gals.).
 TQ0361
 TQ0361.The modeled gravity was interpolated from observed gravity values.
 TQ0361
 TQ0361;                    North         East    Units  Estimated Accuracy
 TQ0361;SPC WA N     -   171,490.      514,770.      MT  (+/- 180 meters Scaled)
 TQ0361
 TQ0361                          SUPERSEDED SURVEY CONTROL
 TQ0361
 TQ0361.No superseded survey control is available for this station.
 TQ0361
 TQ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU746792(NAD 83)
 TQ0361_MARKER: DB = BENCH MARK DISK
 TQ0361_SETTING: 80 = SET IN A BOULDER
 TQ0361_SP_SET: BOULDER
 TQ0361_STAMPING: F 522 1982
 TQ0361_MARK LOGO: NGS   
 TQ0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TQ0361
 TQ0361  HISTORY     - Date     Condition        Report By
 TQ0361  HISTORY     - 1982     MONUMENTED       NGS
 TQ0361
 TQ0361                          STATION DESCRIPTION
 TQ0361
 TQ0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TQ0361'22.4 KM (14.0 MI) WEST FROM MAZAMA.
 TQ0361'0.3 KM (0.2 MI) SOUTHWEST ALONG MAZAMA ROAD FROM THE CONCRETE BRIDGE
 TQ0361'OVER THE METHOW RIVER AT MAZAMA, THENCE 22.15 KM (13.85  MI) WEST
 TQ0361'ALONG STATE HIGHWAY 20, IN TOP OF AND 0.6 METER (2 FT) NORTH OF THE
 TQ0361'SOUTH EDGE OF A 4 BY 4 FOOT FLAT TOP GRANITE BOULDER, ON THE EAST BANK
 TQ0361'OF A SMALL GRAVEL HIGHWAY PULLOFF, 2.5 KM (1.55 MI) SOUTH OF THE
 TQ0361'CONCRETE HIGHWAY BRIDGE OVER CUTTROAT CREEK, 0.85 KM (0.55 MI) NORTH
 TQ0361'OF MILEPOST 165, 48.1 METERS (158 FT) NORTH OF THE NORTH END OF A
 TQ0361'SHORT STEEL GUARD RAIL, 18.4 METERS (60.5 FT) EAST OF THE
 TQ0361'CENTERLINE OF THE HIGHWAY, 5.2 METERS (17 FT) NORTH-NORTHWEST OF A
 TQ0361'36-INCH DOUGLAS FIR TREE, 0.35 METER (1.2 FT) WEST OF THE EAST EDGE OF
 TQ0361'THE BOULDER.
 TQ0361'THE MARK IS 0.35 METERS  S FROM A WITNESS POST.
 TQ0361'THE MARK IS 1.5 M BELOW THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0897 ***********************************************************************
 SB0897  DESIGNATION -  F 523
 SB0897  PID         -  SB0897
 SB0897  STATE/COUNTY-  WA/YAKIMA
 SB0897  USGS QUAD   -  POISEL BUTTE NW (1965)
 SB0897
 SB0897                         *CURRENT SURVEY CONTROL
 SB0897  ___________________________________________________________________
 SB0897* NAD 83(1986)-  46 13 47.     (N)    120 25 20.     (W)     SCALED    
 SB0897* NAVD 88     -       309.768  (meters)    1016.30   (feet)  ADJUSTED  
 SB0897  ___________________________________________________________________
 SB0897  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 SB0897  DYNAMIC HT  -         309.763 (meters)    1016.28  (feet)  COMP
 SB0897  MODELED GRAV-     980,589.1   (mgal)                       NAVD 88
 SB0897
 SB0897  VERT ORDER  -  FIRST     CLASS II
 SB0897
 SB0897.The horizontal coordinates were scaled from a topographic map and have
 SB0897.an estimated accuracy of +/- 6 seconds.
 SB0897
 SB0897.The orthometric height was determined by differential leveling
 SB0897.and adjusted by the National Geodetic Survey in June 1991..
 SB0897
 SB0897.The geoid height was determined by GEOID03.
 SB0897
 SB0897.The dynamic height is computed by dividing the NAVD 88
 SB0897.geopotential number by the normal gravity value computed on the
 SB0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0897.degrees latitude (g = 980.6199 gals.).
 SB0897
 SB0897.The modeled gravity was interpolated from observed gravity values.
 SB0897
 SB0897;                    North         East    Units  Estimated Accuracy
 SB0897;SPC WA S     -    99,640.      506,000.      MT  (+/- 180 meters Scaled)
 SB0897
 SB0897                          SUPERSEDED SURVEY CONTROL
 SB0897
 SB0897.No superseded survey control is available for this station.
 SB0897
 SB0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS987228(NAD 83)
 SB0897_MARKER: I = METAL ROD
 SB0897_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SB0897_SP_SET: STAINLESS STEEL ROD
 SB0897_STAMPING: F 523 1982
 SB0897_MARK LOGO: NGS   
 SB0897_PROJECTION: PROJECTING 2 CENTIMETERS
 SB0897_MAGNETIC: I = MARKER IS A STEEL ROD
 SB0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SB0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB0897+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1995
 SB0897_ROD/PIPE-DEPTH: 3.95 meters
 SB0897
 SB0897  HISTORY     - Date     Condition        Report By
 SB0897  HISTORY     - 1982     MONUMENTED       NGS
 SB0897  HISTORY     - 19950501 GOOD             WADT
 SB0897
 SB0897                          STATION DESCRIPTION
 SB0897
 SB0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0897'19.7 KM (12.3 MI) SOUTH FROM TOPPENISH.
 SB0897'19.75 KM (12.35 MI) SOUTH ALONG US HIGHWAY 97 FROM THE JUNCTION OF
 SB0897'STATE HIGHWAY 22 AT TOPPENISH, IN THE SOUTH CORNER OF THE Y JUNCTION
 SB0897'OF POISEL BUTTE ROAD, 0.7 KM (0.45 MI) SOUTHWEST OF THE HIGHWAY BRIDGE
 SB0897'OVER STATUS CREEK, 0.25 KM (0.15 MI) NORTHEAST OF MILEPOST 49, 25.6
 SB0897'METERS (84 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 5.8 METERS (19 FT)
 SB0897'WEST OF THE ROAD CENTERLINE, 6.8 METERS (22.5 FT) SOUTHWEST OF THE
 SB0897'SOUTHWEST CORNER OF A 6 BY 8 FOOT CATTLE GUARD, 3.2 METERS (10.5 FT)
 SB0897'SOUTHEAST OF THE RIGHT OF WAY FENCE, 0.9 METER (3 FT) WEST OF THE WEST
 SB0897'LEG FOR THE POISEL BUTTE ROAD SIGN.
 SB0897'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 SB0897'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SB0897
 SB0897                          STATION RECOVERY (1995)
 SB0897
 SB0897'RECOVERY NOTE BY WA DEPT OF TRANSP 1995 (KW)
 SB0897'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0827 ***********************************************************************
 TP0827  DESIGNATION -  F 524
 TP0827  PID         -  TP0827
 TP0827  STATE/COUNTY-  WA/OKANOGAN
 TP0827  USGS QUAD   -  PATEROS (1992)
 TP0827
 TP0827                         *CURRENT SURVEY CONTROL
 TP0827  ___________________________________________________________________
 TP0827* NAD 83(1986)-  48 03 00.     (N)    119 54 08.     (W)     SCALED    
 TP0827* NAVD 88     -       242.847  (meters)     796.74   (feet)  ADJUSTED  
 TP0827  ___________________________________________________________________
 TP0827  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 TP0827  DYNAMIC HT  -         242.882 (meters)     796.86  (feet)  COMP
 TP0827  MODELED GRAV-     980,750.9   (mgal)                       NAVD 88
 TP0827
 TP0827  VERT ORDER  -  FIRST     CLASS II
 TP0827
 TP0827.The horizontal coordinates were scaled from a topographic map and have
 TP0827.an estimated accuracy of +/- 6 seconds.
 TP0827
 TP0827.The orthometric height was determined by differential leveling
 TP0827.and adjusted by the National Geodetic Survey in June 1991..
 TP0827
 TP0827.The geoid height was determined by GEOID03.
 TP0827
 TP0827.The dynamic height is computed by dividing the NAVD 88
 TP0827.geopotential number by the normal gravity value computed on the
 TP0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0827.degrees latitude (g = 980.6199 gals.).
 TP0827
 TP0827.The modeled gravity was interpolated from observed gravity values.
 TP0827
 TP0827;                    North         East    Units  Estimated Accuracy
 TP0827;SPC WA N     -   117,160.      569,410.      MT  (+/- 180 meters Scaled)
 TP0827
 TP0827                          SUPERSEDED SURVEY CONTROL
 TP0827
 TP0827.No superseded survey control is available for this station.
 TP0827
 TP0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP837259(NAD 83)
 TP0827_MARKER: DB = BENCH MARK DISK
 TP0827_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TP0827_SP_SET: ABUTMENT
 TP0827_STAMPING: F 524 1982
 TP0827_MARK LOGO: NGS   
 TP0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0827+STABILITY: POSITION/ELEVATION WELL
 TP0827
 TP0827  HISTORY     - Date     Condition        Report By
 TP0827  HISTORY     - 1982     MONUMENTED       NGS
 TP0827  HISTORY     - 1983     GOOD             NGS
 TP0827
 TP0827                          STATION DESCRIPTION
 TP0827
 TP0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TP0827'10.8 KM (6.7 MI) SW FROM BREWSTER.
 TP0827'10.8 KM (6.7 MI) SOUTHWEST ALONG US HIGHWAY 97 FROM THE JUNCTION OF
 TP0827'STATE HIGHWAY 173 IN BREWSTER, IN TOP OF THE NORTHEAST END OF THE
 TP0827'SOUTHEAST ABUTMENT OF THE BURLINGTON NORTHERN RAILROAD BRIDGE 58.4
 TP0827'OVER THE METHOW RIVER, 33.5 METERS (109 FT) NORTHEAST OF THE NORTHEAST
 TP0827'END OF THE SOUTHEAST ABUTMENT OF THE HIGHWAY BRIDGE OVER THE COLUMBIA
 TP0827'RIVER, 2.5 METERS (8.2 FT) NORTHEAST OF THE NORTHEAST RAIL, 0.3 METER
 TP0827'(1 FT) SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
 TP0827'THE MARK IS 0.1 M BELOW THE RAILS.
 TP0827
 TP0827                          STATION RECOVERY (1983)
 TP0827
 TP0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TP0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0851 ***********************************************************************
 TP0851  DESIGNATION -  F 525
 TP0851  PID         -  TP0851
 TP0851  STATE/COUNTY-  WA/OKANOGAN
 TP0851  USGS QUAD   -  MONSE (1993)
 TP0851
 TP0851                         *CURRENT SURVEY CONTROL
 TP0851  ___________________________________________________________________
 TP0851* NAD 83(1986)-  48 13 04.     (N)    119 42 48.     (W)     SCALED    
 TP0851* NAVD 88     -       272.802  (meters)     895.02   (feet)  ADJUSTED  
 TP0851  ___________________________________________________________________
 TP0851  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 TP0851  DYNAMIC HT  -         272.841 (meters)     895.15  (feet)  COMP
 TP0851  MODELED GRAV-     980,750.0   (mgal)                       NAVD 88
 TP0851
 TP0851  VERT ORDER  -  FIRST     CLASS II
 TP0851
 TP0851.The horizontal coordinates were scaled from a topographic map and have
 TP0851.an estimated accuracy of +/- 6 seconds.
 TP0851
 TP0851.The orthometric height was determined by differential leveling
 TP0851.and adjusted by the National Geodetic Survey in June 1991..
 TP0851
 TP0851.The geoid height was determined by GEOID03.
 TP0851
 TP0851.The dynamic height is computed by dividing the NAVD 88
 TP0851.geopotential number by the normal gravity value computed on the
 TP0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0851.degrees latitude (g = 980.6199 gals.).
 TP0851
 TP0851.The modeled gravity was interpolated from observed gravity values.
 TP0851
 TP0851;                    North         East    Units  Estimated Accuracy
 TP0851;SPC WA N     -   136,000.      583,220.      MT  (+/- 180 meters Scaled)
 TP0851
 TP0851                          SUPERSEDED SURVEY CONTROL
 TP0851
 TP0851.No superseded survey control is available for this station.
 TP0851
 TP0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP984440(NAD 83)
 TP0851_MARKER: I = METAL ROD
 TP0851_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TP0851_SP_SET: STAINLESS STEEL ROD
 TP0851_STAMPING: F 525 1982
 TP0851_MARK LOGO: NGS   
 TP0851_PROJECTION: FLUSH
 TP0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0851_ROD/PIPE-DEPTH: 9.1  meters
 TP0851
 TP0851  HISTORY     - Date     Condition        Report By
 TP0851  HISTORY     - 1982     MONUMENTED       NGS
 TP0851
 TP0851                          STATION DESCRIPTION
 TP0851
 TP0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TP0851'21.4 KM (13.3 MI) NE FROM BREWSTER.
 TP0851'21.4 KM (13.3 MI) NORTHEAST ALONG US HIGHWAY 97 FROM THE JUNCTION OF
 TP0851'STATE HIGHWAY 173 IN BREWSTER, AT MILEPOST 274, AT A WIRE GATE IN THE
 TP0851'SOUTHWEST RIGHT OF WAY FENCE, 29.9 METERS (98 FT) SOUTHWEST OF THE
 TP0851'CENTERLINE OF THE HIGHWAY, 65.6 METERS (215 FT) WEST-NORTHWEST OF AND
 TP0851'ACROSS THE HIGHWAY FROM THE MILEPOST, 17.4 METERS (57 FT) SOUTHEAST OF
 TP0851'THE SOUTHEAST GATEPOST, 2.8 METERS (9.3 FT) NORTH OF A CROOKED 8-INCH
 TP0851'PINE TREE, 0.3 METER (1 FT) NORTHEAST OF THE FENCE.
 TP0851'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 TP0851'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1014 ***********************************************************************
 SX1014  DESIGNATION -  F 526
 SX1014  PID         -  SX1014
 SX1014  STATE/COUNTY-  WA/KING
 SX1014  USGS QUAD   -  STAMPEDE PASS (1989)
 SX1014
 SX1014                         *CURRENT SURVEY CONTROL
 SX1014  ___________________________________________________________________
 SX1014* NAD 83(1986)-  47 15 45.     (N)    121 22 18.     (W)     SCALED    
 SX1014* NAVD 88     -       873.455  (meters)    2865.66   (feet)  ADJUSTED  
 SX1014  ___________________________________________________________________
 SX1014  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 SX1014  DYNAMIC HT  -         873.427 (meters)    2865.57  (feet)  COMP
 SX1014  MODELED GRAV-     980,551.8   (mgal)                       NAVD 88
 SX1014
 SX1014  VERT ORDER  -  FIRST     CLASS II
 SX1014
 SX1014.The horizontal coordinates were scaled from a topographic map and have
 SX1014.an estimated accuracy of +/- 6 seconds.
 SX1014
 SX1014.The orthometric height was determined by differential leveling
 SX1014.and adjusted by the National Geodetic Survey in June 1991..
 SX1014
 SX1014.The geoid height was determined by GEOID03.
 SX1014
 SX1014.The dynamic height is computed by dividing the NAVD 88
 SX1014.geopotential number by the normal gravity value computed on the
 SX1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1014.degrees latitude (g = 980.6199 gals.).
 SX1014
 SX1014.The modeled gravity was interpolated from observed gravity values.
 SX1014
 SX1014;                    North         East    Units  Estimated Accuracy
 SX1014;SPC WA N     -    29,330.      459,260.      MT  (+/- 180 meters Scaled)
 SX1014
 SX1014                          SUPERSEDED SURVEY CONTROL
 SX1014
 SX1014.No superseded survey control is available for this station.
 SX1014
 SX1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT231356(NAD 83)
 SX1014_MARKER: DB = BENCH MARK DISK
 SX1014_SETTING: 66 = SET IN ROCK OUTCROP
 SX1014_SP_SET: ROCK OUTCROP
 SX1014_STAMPING: F 526 1982
 SX1014_MARK LOGO: NGS   
 SX1014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1014+STABILITY: POSITION/ELEVATION WELL
 SX1014
 SX1014  HISTORY     - Date     Condition        Report By
 SX1014  HISTORY     - 1982     MONUMENTED       NGS
 SX1014  HISTORY     - 1987     GOOD             USPSQD
 SX1014  HISTORY     - 1988     GOOD             USPSQD
 SX1014
 SX1014                          STATION DESCRIPTION
 SX1014
 SX1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX1014'12.4 KM (7.7 MI) NE FROM LESTER.
 SX1014'12.4 KM (7.7 MI) NORTHEAST ALONG SERVICE ROAD 212 FROM THE SCHOOL IN
 SX1014'LESTER, IN TOP OF A LARGE FLAT PORTION OF EXPOSED OUTCROP, AT THE
 SX1014'NORTHEAST CORNER OF THE Y JUNCTION OF A TRACK ROAD LEADING EAST TO A
 SX1014'POWER LINE, ON THE OUTSIDE OF THE SECOND SWITCHBACK CURVE FROM LESTER,
 SX1014'7.1 METERS (23.3 FT) EAST OF THE CENTERLINE OF THE ROAD, 11 METERS (36
 SX1014'FT) NORTHWEST OF THE CENTERLINE OF A TRACK ROAD.
 SX1014'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SX1014'THE MARK IS 1.5 M ABOVE THE ROAD.
 SX1014
 SX1014                          STATION RECOVERY (1987)
 SX1014
 SX1014'RECOVERY NOTE BY US POWER SQUADRON 1987 (LM)
 SX1014'RECOVERED IN GOOD CONDITION.
 SX1014
 SX1014                          STATION RECOVERY (1988)
 SX1014
 SX1014'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 SX1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0913 ***********************************************************************
 SB0913  DESIGNATION -  F 527
 SB0913  PID         -  SB0913
 SB0913  STATE/COUNTY-  WA/YAKIMA
 SB0913  USGS QUAD   -  YAKIMA WEST (1985)
 SB0913
 SB0913                         *CURRENT SURVEY CONTROL
 SB0913  ___________________________________________________________________
 SB0913* NAD 83(1986)-  46 34 52.     (N)    120 30 40.     (W)     SCALED    
 SB0913* NAVD 88     -       321.387  (meters)    1054.42   (feet)  ADJUSTED  
 SB0913  ___________________________________________________________________
 SB0913  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SB0913  DYNAMIC HT  -         321.386 (meters)    1054.41  (feet)  COMP
 SB0913  MODELED GRAV-     980,604.3   (mgal)                       NAVD 88
 SB0913
 SB0913  VERT ORDER  -  FIRST     CLASS II
 SB0913
 SB0913.The horizontal coordinates were scaled from a topographic map and have
 SB0913.an estimated accuracy of +/- 6 seconds.
 SB0913
 SB0913.The orthometric height was determined by differential leveling
 SB0913.and adjusted by the National Geodetic Survey in June 1991..
 SB0913
 SB0913.The geoid height was determined by GEOID03.
 SB0913
 SB0913.The dynamic height is computed by dividing the NAVD 88
 SB0913.geopotential number by the normal gravity value computed on the
 SB0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0913.degrees latitude (g = 980.6199 gals.).
 SB0913
 SB0913.The modeled gravity was interpolated from observed gravity values.
 SB0913
 SB0913;                    North         East    Units  Estimated Accuracy
 SB0913;SPC WA S     -   138,690.      499,150.      MT  (+/- 180 meters Scaled)
 SB0913
 SB0913                          SUPERSEDED SURVEY CONTROL
 SB0913
 SB0913.No superseded survey control is available for this station.
 SB0913
 SB0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS906616(NAD 83)
 SB0913_MARKER: DB = BENCH MARK DISK
 SB0913_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SB0913_SP_SET: WALL
 SB0913_STAMPING: F 527 1982
 SB0913_MARK LOGO: NGS   
 SB0913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0913+STABILITY: POSITION/ELEVATION WELL
 SB0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SB0913+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2006
 SB0913
 SB0913  HISTORY     - Date     Condition        Report By
 SB0913  HISTORY     - 1982     MONUMENTED       NGS
 SB0913  HISTORY     - 1990     GOOD             USPSQD
 SB0913  HISTORY     - 20060626 GOOD             USPSQD
 SB0913
 SB0913                          STATION DESCRIPTION
 SB0913
 SB0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0913'2.6 KM (1.6 MI) SOUTH FROM YAKIMA.
 SB0913'0.4 KM (0.25 MI) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 SB0913'THE STATION AT YAKIMA, THENCE 0.3 KM (0.2 MI) SOUTHWEST ALONG WALNUT
 SB0913'STREET, THENCE 1.85 KM (1.15 MI) SOUTH ALONG THIRD AVENUE, THENCE 0.11
 SB0913'KM (0.07 MI) WEST ALONG WEST VIOLA AVENUE, SET VERTICALLY 0.9 METER (3
 SB0913'FT) ABOVE THE GROUND IN THE CONCRETE BASE WALL AT THE EAST ENTRANCE ON
 SB0913'THE NORTH SIDE OF THE HOOVER ELEMENTARY SCHOOL, 18.1 METERS (59.5 FT)
 SB0913'SOUTH OF THE SOUTH CURB OF VIOLA AVENUE, 18.7 METERS (61.5 FT) WEST OF
 SB0913'THE WEST CURB OF FOURTH AVENUE, 13.1 METERS (43 FT) WEST OF THE
 SB0913'NORTHEAST CORNER OF THE SCHOOL BUILDING.
 SB0913'THE MARK IS 0.9 M ABOVE VIOLA AVENUE.
 SB0913
 SB0913                          STATION RECOVERY (1990)
 SB0913
 SB0913'RECOVERY NOTE BY US POWER SQUADRON 1990 (LM)
 SB0913'RECOVERED IN GOOD CONDITION.
 SB0913
 SB0913                          STATION RECOVERY (2006)
 SB0913
 SB0913'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SB0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB0938 ***********************************************************************
 SB0938  DESIGNATION -  F 528
 SB0938  PID         -  SB0938
 SB0938  STATE/COUNTY-  WA/KITTITAS
 SB0938  USGS QUAD   -  WYMER (1953)
 SB0938
 SB0938                         *CURRENT SURVEY CONTROL
 SB0938  ___________________________________________________________________
 SB0938* NAD 83(1986)-  46 51 14.     (N)    120 27 53.     (W)     SCALED    
 SB0938* NAVD 88     -       414.466  (meters)    1359.79   (feet)  ADJUSTED  
 SB0938  ___________________________________________________________________
 SB0938  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 SB0938  DYNAMIC HT  -         414.470 (meters)    1359.81  (feet)  COMP
 SB0938  MODELED GRAV-     980,610.3   (mgal)                       NAVD 88
 SB0938
 SB0938  VERT ORDER  -  FIRST     CLASS II
 SB0938
 SB0938.The horizontal coordinates were scaled from a topographic map and have
 SB0938.an estimated accuracy of +/- 6 seconds.
 SB0938
 SB0938.The orthometric height was determined by differential leveling
 SB0938.and adjusted by the National Geodetic Survey in June 1991..
 SB0938
 SB0938.The geoid height was determined by GEOID03.
 SB0938
 SB0938.The dynamic height is computed by dividing the NAVD 88
 SB0938.geopotential number by the normal gravity value computed on the
 SB0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SB0938.degrees latitude (g = 980.6199 gals.).
 SB0938
 SB0938.The modeled gravity was interpolated from observed gravity values.
 SB0938
 SB0938;                    North         East    Units  Estimated Accuracy
 SB0938;SPC WA S     -   169,010.      502,690.      MT  (+/- 180 meters Scaled)
 SB0938
 SB0938                          SUPERSEDED SURVEY CONTROL
 SB0938
 SB0938.No superseded survey control is available for this station.
 SB0938
 SB0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS932920(NAD 83)
 SB0938_MARKER: DB = BENCH MARK DISK
 SB0938_SETTING: 66 = SET IN ROCK OUTCROP
 SB0938_SP_SET: ROCK OUTCROP
 SB0938_STAMPING: F 528 1982
 SB0938_MARK LOGO: NGS   
 SB0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB0938+STABILITY: POSITION/ELEVATION WELL
 SB0938
 SB0938  HISTORY     - Date     Condition        Report By
 SB0938  HISTORY     - 1982     MONUMENTED       NGS
 SB0938
 SB0938                          STATION DESCRIPTION
 SB0938
 SB0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SB0938'23.0 KM (14.3 MI) SOUTH FROM ELLENSBURG.
 SB0938'23.0 KM (14.35 MI) SOUTH ALONG STATE HIGHWAY 821 FROM THE COURTHOUSE
 SB0938'AT ELLENSBURG, VERTICALLY IN THE SOUTH FACE AND 2.0 METERS (6.5 FT)
 SB0938'EAST OF THE WEST EDGE OF A TALL VOLCANIC OUTCROP FACE AT THE WEST END
 SB0938'OF A CURVE, 4.65 KM (2.9 MI) NORTH OF THE BRIDGE OVER SQUAW CREEK,
 SB0938'0.64 KM (0.4 MI) EAST OF MILEPOST 16, 6.7 METERS (22 FT) NORTH OF THE
 SB0938'HIGHWAY, 147.8 METERS (450.8 FT) EAST OF THE WEST END OF A CONCRETE
 SB0938'POST AND STEEL CABLE GUARD RAIL.
 SB0938'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0990 ***********************************************************************
 SX0990  DESIGNATION -  F 529
 SX0990  PID         -  SX0990
 SX0990  STATE/COUNTY-  WA/KING
 SX0990  USGS QUAD   -  GREENWATER (1986)
 SX0990
 SX0990                         *CURRENT SURVEY CONTROL
 SX0990  ___________________________________________________________________
 SX0990* NAD 83(1986)-  47 14 18.     (N)    121 43 02.     (W)     SCALED    
 SX0990* NAVD 88     -       396.990  (meters)    1302.46   (feet)  ADJUSTED  
 SX0990  ___________________________________________________________________
 SX0990  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 SX0990  DYNAMIC HT  -         397.002 (meters)    1302.50  (feet)  COMP
 SX0990  MODELED GRAV-     980,631.5   (mgal)                       NAVD 88
 SX0990
 SX0990  VERT ORDER  -  FIRST     CLASS II
 SX0990
 SX0990.The horizontal coordinates were scaled from a topographic map and have
 SX0990.an estimated accuracy of +/- 6 seconds.
 SX0990
 SX0990.The orthometric height was determined by differential leveling
 SX0990.and adjusted by the National Geodetic Survey in June 1991..
 SX0990
 SX0990.The geoid height was determined by GEOID03.
 SX0990
 SX0990.The dynamic height is computed by dividing the NAVD 88
 SX0990.geopotential number by the normal gravity value computed on the
 SX0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0990.degrees latitude (g = 980.6199 gals.).
 SX0990
 SX0990.The modeled gravity was interpolated from observed gravity values.
 SX0990
 SX0990;                    North         East    Units  Estimated Accuracy
 SX0990;SPC WA N     -    26,880.      433,070.      MT  (+/- 180 meters Scaled)
 SX0990
 SX0990                          SUPERSEDED SURVEY CONTROL
 SX0990
 SX0990.No superseded survey control is available for this station.
 SX0990
 SX0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET970324(NAD 83)
 SX0990_MARKER: DB = BENCH MARK DISK
 SX0990_SETTING: 66 = SET IN ROCK OUTCROP
 SX0990_SP_SET: ROCK OUTCROP
 SX0990_STAMPING: F 529 1982
 SX0990_MARK LOGO: NGS   
 SX0990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0990+STABILITY: POSITION/ELEVATION WELL
 SX0990
 SX0990  HISTORY     - Date     Condition        Report By
 SX0990  HISTORY     - 1982     MONUMENTED       NGS
 SX0990
 SX0990                          STATION DESCRIPTION
 SX0990
 SX0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SX0990'19.9 KM (12.35 MI) WEST FROM LESTER.
 SX0990'10.9 KM (6.8 MI) WEST ALONG SERVICE ROAD 212 FROM THE SCHOOL IN
 SX0990'LESTER, THENCE 8.9 KM (5.55 MI) WEST ALONG SERVICE ROAD 5530, IN TOP
 SX0990'OF A SMALL LEDGE OF OUTCROP PROJECTING 2 FEET FROM THE BANK OF A LOOSE
 SX0990'ROCKY CUT, 5.8 METERS (19 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 SX0990'ROAD, 55 METERS (180 FT) WEST OF THE EAST END OF THE CUT.
 SX0990'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 SX0990'THE MARK IS 1.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0096 ***********************************************************************
 SW0096  DESIGNATION -  F 53
 SW0096  PID         -  SW0096
 SW0096  STATE/COUNTY-  WA/LINCOLN
 SW0096  USGS QUAD   -  SPRAGUE LAKE (1969)
 SW0096
 SW0096                         *CURRENT SURVEY CONTROL
 SW0096  ___________________________________________________________________
 SW0096* NAD 83(1986)-  47 20 41.     (N)    118 00 57.     (W)     SCALED    
 SW0096* NAVD 88     -       657.100  (meters)    2155.84   (feet)  ADJUSTED  
 SW0096  ___________________________________________________________________
 SW0096  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SW0096  DYNAMIC HT  -         657.124 (meters)    2155.91  (feet)  COMP
 SW0096  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 SW0096
 SW0096  VERT ORDER  -  FIRST     CLASS II
 SW0096
 SW0096.The horizontal coordinates were scaled from a topographic map and have
 SW0096.an estimated accuracy of +/- 6 seconds.
 SW0096
 SW0096.The orthometric height was determined by differential leveling
 SW0096.and adjusted by the National Geodetic Survey in June 1991..
 SW0096
 SW0096.The geoid height was determined by GEOID03.
 SW0096
 SW0096.The dynamic height is computed by dividing the NAVD 88
 SW0096.geopotential number by the normal gravity value computed on the
 SW0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0096.degrees latitude (g = 980.6199 gals.).
 SW0096
 SW0096.The modeled gravity was interpolated from observed gravity values.
 SW0096
 SW0096;                    North         East    Units  Estimated Accuracy
 SW0096;SPC WA N     -    42,220.      712,870.      MT  (+/- 180 meters Scaled)
 SW0096
 SW0096                          SUPERSEDED SURVEY CONTROL
 SW0096
 SW0096  NGVD 29 (??/??/92)  655.935  (m)         2152.01   (f) ADJ UNCH    1 2
 SW0096
 SW0096.Superseded values are not recommended for survey control.
 SW0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0096.See file dsdata.txt to determine how the superseded data were derived.
 SW0096
 SW0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN232439(NAD 83)
 SW0096_MARKER: DB = BENCH MARK DISK
 SW0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0096_STAMPING: F 53 1934
 SW0096_MARK LOGO: CGS   
 SW0096_PROJECTION: RECESSED 30 CENTIMETERS
 SW0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0096+STABILITY: SURFACE MOTION
 SW0096
 SW0096  HISTORY     - Date     Condition        Report By
 SW0096  HISTORY     - 1934     MONUMENTED       CGS
 SW0096  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0096  HISTORY     - 1981     GOOD             NGS
 SW0096
 SW0096                          STATION DESCRIPTION
 SW0096
 SW0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SW0096'4.5 MI NW FROM SPRAGUE.
 SW0096'4.5 MI. N. W. ALONG LINCLON CO. ROAD TO SPRAGUE FROM POST OFFICE
 SW0096'BUILDING ALONG THE RIGHT OF WAY OF LINCLON COUNTY ROAD TO SPRAGUE. 24
 SW0096'YARDS NORTH OF A. G. MOOSS HOUSE, 28 FEET EAST OF NORTH WEST CORNER OF
 SW0096'YARD FENCE, 33 FEET SOUTHWEST OF SOUTH ABUTMENT OF CONCRETE BRIDGE, 35
 SW0096'FEET SOUTH OF CENTER LINE OF HIGHWAY, 1 FOOT NORTH OF RIGHT OF WAY
 SW0096'FENCE.
 SW0096
 SW0096                          STATION RECOVERY (1966)
 SW0096
 SW0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0096'MARK NOT FOUND.
 SW0096
 SW0096                          STATION RECOVERY (1981)
 SW0096
 SW0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0096'7.0 KM (4.35 MILES) NORTHWEST ALONG STATE HIGHWAY 23 FROM
 SW0096'THE COLUMBIA BASIN OVERPASS AT SPRAGUE, SET 8.5 METERS
 SW0096'(28.0 FEET) EAST OF THE NORTHWEST CORNER OF A POLE FENCE
 SW0096'AROUND THE J. C. DIRKS FARM HOUSE, 0.6 KM (0.4 MILE) SOUTHEAST
 SW0096'OF MILE POST 49, 9.9 METERS (32.5 FEET) SOUTH OF THE
 SW0096'CENTERLINE OF THE HIGHWAY, 22.0 METERS (72.0 FEET) NORTH OF
 SW0096'THE FRONT DOOR OF THE HOUSE, 24.4 METERS (80.0 FEET) WEST
 SW0096'OF THE CENTERLINE OF THER DRIVE WAY, 0.15 METER (0.5 FOOT)
 SW0096'NORTH OF THE FENCE.
 SW0096'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SW0096'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0966 ***********************************************************************
 SC0966  DESIGNATION -  F 530
 SC0966  PID         -  SC0966
 SC0966  STATE/COUNTY-  WA/PACIFIC
 SC0966  USGS QUAD   -  SOUTH BEND (1994)
 SC0966
 SC0966                         *CURRENT SURVEY CONTROL
 SC0966  ___________________________________________________________________
 SC0966* NAD 83(1986)-  46 41 35.     (N)    123 51 35.     (W)     SCALED    
 SC0966* NAVD 88     -         2.459  (meters)       8.07   (feet)  ADJUSTED  
 SC0966  ___________________________________________________________________
 SC0966  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 SC0966  DYNAMIC HT  -           2.460 (meters)       8.07  (feet)  COMP
 SC0966  MODELED GRAV-     980,774.3   (mgal)                       NAVD 88
 SC0966
 SC0966  VERT ORDER  -  FIRST     CLASS II
 SC0966
 SC0966.The horizontal coordinates were scaled from a topographic map and have
 SC0966.an estimated accuracy of +/- 6 seconds.
 SC0966
 SC0966.The orthometric height was determined by differential leveling
 SC0966.and adjusted by the National Geodetic Survey in June 1991..
 SC0966
 SC0966.The geoid height was determined by GEOID03.
 SC0966
 SC0966.The dynamic height is computed by dividing the NAVD 88
 SC0966.geopotential number by the normal gravity value computed on the
 SC0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0966.degrees latitude (g = 980.6199 gals.).
 SC0966
 SC0966.The modeled gravity was interpolated from observed gravity values.
 SC0966
 SC0966;                    North         East    Units  Estimated Accuracy
 SC0966;SPC WA S     -   156,610.      243,110.      MT  (+/- 180 meters Scaled)
 SC0966
 SC0966                          SUPERSEDED SURVEY CONTROL
 SC0966
 SC0966.No superseded survey control is available for this station.
 SC0966
 SC0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS342714(NAD 83)
 SC0966_MARKER: I = METAL ROD
 SC0966_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC0966_SP_SET: STAINLESS STEEL ROD
 SC0966_STAMPING: F 530 1987
 SC0966_MARK LOGO: NGS   
 SC0966_PROJECTION: FLUSH
 SC0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0966_ROD/PIPE-DEPTH: 18.3 meters
 SC0966
 SC0966  HISTORY     - Date     Condition        Report By
 SC0966  HISTORY     - 1987     MONUMENTED       NGS
 SC0966
 SC0966                          STATION DESCRIPTION
 SC0966
 SC0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0966'6.1 KM (3.80 MI) NW FROM SOUTH BEND.
 SC0966'6.1 KM (3.80 MI) NORTHWEST ALONG US HIGHWAY 101 FROM THE JUNCTION OF
 SC0966'MEMORIAL AVENUE IN SOUTH BEND, 0.24 KM (0.15 MI) SOUTHWEST OF
 SC0966'CARUTHERS ROAD, 20.9 M (68.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 SC0966'HIGHWAY, 3.4 M (11.2 FT) WEST OF THE CENTER OF A TRACK ROAD LEADING
 SC0966'NORTH TO A WIRE GATE AND PASTURE, 6.9 M (22.6 FT) NORTHWEST OF THE
 SC0966'NORTH CORNER OF THE FOUNDATION OF A TELEPHONE JUNCTION BOX NUMBERED D
 SC0966'142, 6.6 M (21.7 FT) SOUTHEAST OF A FENCE.  NOTE--ACCESS TO DATUM
 SC0966'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC0966'THE MARK IS 0.30 METERS  ESE FROM  A WITNESS POST
 SC0966'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0993 ***********************************************************************
 SC0993  DESIGNATION -  F 531
 SC0993  PID         -  SC0993
 SC0993  STATE/COUNTY-  WA/PACIFIC
 SC0993  USGS QUAD   -  KNAPPTON (1984)
 SC0993
 SC0993                         *CURRENT SURVEY CONTROL
 SC0993  ___________________________________________________________________
 SC0993* NAD 83(1986)-  46 17 28.     (N)    123 48 41.     (W)     SCALED    
 SC0993* NAVD 88     -        51.332  (meters)     168.41   (feet)  ADJUSTED  
 SC0993  ___________________________________________________________________
 SC0993  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 SC0993  DYNAMIC HT  -          51.338 (meters)     168.43  (feet)  COMP
 SC0993  MODELED GRAV-     980,720.3   (mgal)                       NAVD 88
 SC0993
 SC0993  VERT ORDER  -  FIRST     CLASS II
 SC0993
 SC0993.The horizontal coordinates were scaled from a topographic map and have
 SC0993.an estimated accuracy of +/- 6 seconds.
 SC0993
 SC0993.The orthometric height was determined by differential leveling
 SC0993.and adjusted by the National Geodetic Survey in June 1991..
 SC0993
 SC0993.The geoid height was determined by GEOID03.
 SC0993
 SC0993.The dynamic height is computed by dividing the NAVD 88
 SC0993.geopotential number by the normal gravity value computed on the
 SC0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0993.degrees latitude (g = 980.6199 gals.).
 SC0993
 SC0993.The modeled gravity was interpolated from observed gravity values.
 SC0993
 SC0993;                    North         East    Units  Estimated Accuracy
 SC0993;SPC WA S     -   111,810.      244,930.      MT  (+/- 180 meters Scaled)
 SC0993
 SC0993                          SUPERSEDED SURVEY CONTROL
 SC0993
 SC0993.No superseded survey control is available for this station.
 SC0993
 SC0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS375267(NAD 83)
 SC0993_MARKER: I = METAL ROD
 SC0993_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC0993_SP_SET: STAINLESS STEEL ROD
 SC0993_STAMPING: F 531 1987
 SC0993_MARK LOGO: NGS   
 SC0993_PROJECTION: FLUSH
 SC0993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0993+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 SC0993_ROD/PIPE-DEPTH: 9.8  meters
 SC0993
 SC0993  HISTORY     - Date     Condition        Report By
 SC0993  HISTORY     - 1987     MONUMENTED       NGS
 SC0993  HISTORY     - 1989     GOOD             USPSQD
 SC0993  HISTORY     - 20060729 GOOD             USPSQD
 SC0993
 SC0993                          STATION DESCRIPTION
 SC0993
 SC0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC0993'10.6 KM (6.60 MI) SOUTH FROM NASELLE.
 SC0993'10.6 KM (6.60 MI) SOUTH ALONG STATE HIGHWAY 401 FROM THE JUNCTION OF
 SC0993'STATE HIGHWAY 4 IN NASELLE, 0.72 KM (0.45 MI) NORTH OF MILEPOST 5,
 SC0993'17.5 M (57.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 6.4 M (21.0
 SC0993'FT) NORTH OF THE CENTER OF KNAPPTON 800 ROAD, 1.5 M (4.9 FT) NORTH OF
 SC0993'A 4 BY 4-IN WOOD POST FOR A SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD
 SC0993'THROUGH A 5-INCH LOGO CAP.
 SC0993'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 SC0993'THE MARK IS 0.61 M BELOW THE ROAD.
 SC0993
 SC0993                          STATION RECOVERY (1989)
 SC0993
 SC0993'RECOVERY NOTE BY US POWER SQUADRON 1989 (FPC)
 SC0993'RECOVERED IN GOOD CONDITION.
 SC0993
 SC0993                          STATION RECOVERY (2006)
 SC0993
 SC0993'RECOVERY NOTE BY US POWER SQUADRON 2006 (GAN)
 SC0993'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1145 ***********************************************************************
 SC1145  DESIGNATION -  F 532
 SC1145  PID         -  SC1145
 SC1145  STATE/COUNTY-  WA/LEWIS
 SC1145  USGS QUAD   -  VIOLET PRAIRIE (1990)
 SC1145
 SC1145                         *CURRENT SURVEY CONTROL
 SC1145  ___________________________________________________________________
 SC1145* NAD 83(1986)-  46 45 41.     (N)    122 55 51.     (W)     SCALED    
 SC1145* NAVD 88     -        64.008  (meters)     210.00   (feet)  ADJUSTED  
 SC1145  ___________________________________________________________________
 SC1145  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SC1145  DYNAMIC HT  -          64.018 (meters)     210.03  (feet)  COMP
 SC1145  MODELED GRAV-     980,765.3   (mgal)                       NAVD 88
 SC1145
 SC1145  VERT ORDER  -  FIRST     CLASS II
 SC1145
 SC1145.The horizontal coordinates were scaled from a topographic map and have
 SC1145.an estimated accuracy of +/- 6 seconds.
 SC1145
 SC1145.The orthometric height was determined by differential leveling
 SC1145.and adjusted by the National Geodetic Survey in June 1991..
 SC1145
 SC1145.The geoid height was determined by GEOID03.
 SC1145
 SC1145.The dynamic height is computed by dividing the NAVD 88
 SC1145.geopotential number by the normal gravity value computed on the
 SC1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1145.degrees latitude (g = 980.6199 gals.).
 SC1145
 SC1145.The modeled gravity was interpolated from observed gravity values.
 SC1145
 SC1145;                    North         East    Units  Estimated Accuracy
 SC1145;SPC WA S     -   161,590.      314,340.      MT  (+/- 180 meters Scaled)
 SC1145
 SC1145                          SUPERSEDED SURVEY CONTROL
 SC1145
 SC1145  NGVD 29 (05/16/90)   62.965  (m)          206.58   (f) ADJUSTED    1 2
 SC1145
 SC1145.Superseded values are not recommended for survey control.
 SC1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1145.See file dsdata.txt to determine how the superseded data were derived.
 SC1145
 SC1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES052786(NAD 83)
 SC1145_MARKER: I = METAL ROD
 SC1145_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1145_SP_SET: STAINLESS STEEL ROD
 SC1145_STAMPING: F 532 1987
 SC1145_MARK LOGO: NGS   
 SC1145_PROJECTION: FLUSH
 SC1145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1145_ROD/PIPE-DEPTH: 7.9  meters
 SC1145
 SC1145  HISTORY     - Date     Condition        Report By
 SC1145  HISTORY     - 1987     MONUMENTED       NGS
 SC1145
 SC1145                          STATION DESCRIPTION
 SC1145
 SC1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1145'7.4 KM (4.60 MI) SW FROM BUCODA.
 SC1145'7.4 KM (4.60 MI) SOUTHWEST ALONG STATE HIGHWAY 507 FROM THE JUNCTION
 SC1145'OF 6TH STREET IN BUCODA, 0.32 KM (0.20 MI) SOUTHWEST OF THE
 SC1145'THURSTON-LEWIS COUNTY LINE, 11.52 M (37.8 FT) SOUTHEAST OF THE
 SC1145'HIGHWAY CENTERLINE, 7.0 M (23.0 FT) NORTHEAST OF THE CENTER OF A
 SC1145'TRACK ROAD, 9.0 M (29.5 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 SC1145'BURLINGTON NORTHERN RAILROAD, 12.1 M (39.7 FT) SOUTH OF A TELEPHONE
 SC1145'JUNCTION BOX, 0.91 M (3.0 FT) NORTHEAST OF A TELEPHONE POLE.
 SC1145'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC1145'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 SC1145'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD1555 ***********************************************************************
 RD1555  DESIGNATION -  F 533
 RD1555  PID         -  RD1555
 RD1555  STATE/COUNTY-  WA/CLARK
 RD1555  USGS QUAD   -  VANCOUVER (1990)
 RD1555
 RD1555                         *CURRENT SURVEY CONTROL
 RD1555  ___________________________________________________________________
 RD1555* NAD 83(1986)-  45 41 53.     (N)    122 39 29.     (W)     SCALED    
 RD1555* NAVD 88     -        52.654  (meters)     172.75   (feet)  ADJUSTED  
 RD1555  ___________________________________________________________________
 RD1555  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 RD1555  DYNAMIC HT  -          52.654 (meters)     172.75  (feet)  COMP
 RD1555  MODELED GRAV-     980,626.9   (mgal)                       NAVD 88
 RD1555
 RD1555  VERT ORDER  -  FIRST     CLASS II
 RD1555
 RD1555.The horizontal coordinates were scaled from a topographic map and have
 RD1555.an estimated accuracy of +/- 6 seconds.
 RD1555
 RD1555.The orthometric height was determined by differential leveling
 RD1555.and adjusted by the National Geodetic Survey in June 1991..
 RD1555
 RD1555.The geoid height was determined by GEOID03.
 RD1555
 RD1555.The dynamic height is computed by dividing the NAVD 88
 RD1555.geopotential number by the normal gravity value computed on the
 RD1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD1555.degrees latitude (g = 980.6199 gals.).
 RD1555
 RD1555.The modeled gravity was interpolated from observed gravity values.
 RD1555
 RD1555;                    North         East    Units  Estimated Accuracy
 RD1555;SPC WA S     -    42,840.      331,940.      MT  (+/- 180 meters Scaled)
 RD1555
 RD1555                          SUPERSEDED SURVEY CONTROL
 RD1555
 RD1555  NGVD 29 (05/16/90)   51.597  (m)          169.28   (f) ADJUSTED    1 2
 RD1555
 RD1555.Superseded values are not recommended for survey control.
 RD1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD1555.See file dsdata.txt to determine how the superseded data were derived.
 RD1555
 RD1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER266605(NAD 83)
 RD1555_MARKER: I = METAL ROD
 RD1555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RD1555_SP_SET: STAINLESS STEEL ROD
 RD1555_STAMPING: F 533 1987
 RD1555_MARK LOGO: NGS   
 RD1555_PROJECTION: FLUSH
 RD1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RD1555_ROD/PIPE-DEPTH: 12.2 meters
 RD1555
 RD1555  HISTORY     - Date     Condition        Report By
 RD1555  HISTORY     - 1987     MONUMENTED       NGS
 RD1555  HISTORY     - 20040401 MARK NOT FOUND   USPSQD
 RD1555
 RD1555                          STATION DESCRIPTION
 RD1555
 RD1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 RD1555'6.9 KM (4.30 MI) NORTH FROM VANCOUVER.
 RD1555'6.88 KM (4.30 MI) NORTH ALONG INTERSTATE HIGHWAY 5 FROM THE FOURTH
 RD1555'PLAIN BOULEVARD OVERPASS IN VANCOUVER, 0.3 KM (0.20 MI) SOUTH OF
 RD1555'MILEPOST 6, AT A SMALL POWERLINE CROSSING, 23.3 M (76.4 FT) EAST OF
 RD1555'THE CENTERLINE OF THE NORTHBOUND HIGHWAY, 9.1 M (29.9 FT) SOUTH OF
 RD1555'THE SOUTH POST OF A RIGHT OF WAY FENCE GATE, 6.2 M (20.3 FT) SOUTH OF
 RD1555'A POWER POLE, 0.4 M (1.3 FT) WEST OF THE FENCE.  NOTE--ACCESS TO
 RD1555'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RD1555'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 RD1555'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 RD1555
 RD1555                          STATION RECOVERY (2004)
 RD1555
 RD1555'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 RD1555'ROAD WIDENED. DID FIND GP06005-27 RESET IN CLOSE AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1121 ***********************************************************************
 SC1121  DESIGNATION -  F 534
 SC1121  PID         -  SC1121
 SC1121  STATE/COUNTY-  WA/COWLITZ
 SC1121  USGS QUAD   -  KALAMA (1990)
 SC1121
 SC1121                         *CURRENT SURVEY CONTROL
 SC1121  ___________________________________________________________________
 SC1121* NAD 83(1986)-  46 02 05.     (N)    122 51 23.     (W)     SCALED    
 SC1121* NAVD 88     -        11.270  (meters)      36.98   (feet)  ADJUSTED  
 SC1121  ___________________________________________________________________
 SC1121  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SC1121  DYNAMIC HT  -          11.271 (meters)      36.98  (feet)  COMP
 SC1121  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 SC1121
 SC1121  VERT ORDER  -  FIRST     CLASS II
 SC1121
 SC1121.The horizontal coordinates were scaled from a topographic map and have
 SC1121.an estimated accuracy of +/- 6 seconds.
 SC1121
 SC1121.The orthometric height was determined by differential leveling
 SC1121.and adjusted by the National Geodetic Survey in June 1991..
 SC1121
 SC1121.The geoid height was determined by GEOID03.
 SC1121
 SC1121.The dynamic height is computed by dividing the NAVD 88
 SC1121.geopotential number by the normal gravity value computed on the
 SC1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1121.degrees latitude (g = 980.6199 gals.).
 SC1121
 SC1121.The modeled gravity was interpolated from observed gravity values.
 SC1121
 SC1121;                    North         East    Units  Estimated Accuracy
 SC1121;SPC WA S     -    80,680.      317,620.      MT  (+/- 180 meters Scaled)
 SC1121
 SC1121                          SUPERSEDED SURVEY CONTROL
 SC1121
 SC1121  NGVD 29 (05/16/90)   10.222  (m)           33.54   (f) ADJUSTED    1 2
 SC1121
 SC1121.Superseded values are not recommended for survey control.
 SC1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1121.See file dsdata.txt to determine how the superseded data were derived.
 SC1121
 SC1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER111979(NAD 83)
 SC1121_MARKER: DB = BENCH MARK DISK
 SC1121_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SC1121_SP_SET: BRIDGE ABUTMENT
 SC1121_STAMPING: F 534 1987
 SC1121_MARK LOGO: NGS   
 SC1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC1121+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 SC1121
 SC1121  HISTORY     - Date     Condition        Report By
 SC1121  HISTORY     - 1987     MONUMENTED       NGS
 SC1121  HISTORY     - 20040404 GOOD             USPSQD
 SC1121  HISTORY     - 20050508 GOOD             USPSQD
 SC1121  HISTORY     - 20060809 GOOD             USPSQD
 SC1121
 SC1121                          STATION DESCRIPTION
 SC1121
 SC1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1121'3.2 KM (2.00 MI) NORTH FROM KALAMA.
 SC1121'1.28 KM (0.80 MI) NORTH ALONG THE FRONTAGE ROAD FROM THE INTERSTATE
 SC1121'HIGHWAY 5 OVERPASS AT ELM STREET (EXIT 30) IN KALAMA, THENCE 1.88 KM
 SC1121'(1.15 MI) NORTH ALONG INTERSTATE HIGHWAY 5, IN TOP OF THE EAST END OF
 SC1121'THE SOUTH ABUTMENT OF THE NORTHBOUND BRIDGE OVER THE KALAMA RIVER,
 SC1121'8.8 M (28.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 SC1121'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SC1121
 SC1121                          STATION RECOVERY (2004)
 SC1121
 SC1121'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
 SC1121'RECOVERED IN GOOD CONDITION.
 SC1121
 SC1121                          STATION RECOVERY (2005)
 SC1121
 SC1121'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 SC1121'RECOVERED IN GOOD CONDITION.
 SC1121
 SC1121                          STATION RECOVERY (2006)
 SC1121
 SC1121'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAO)
 SC1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1171 ***********************************************************************
 SC1171  DESIGNATION -  F 535
 SC1171  PID         -  SC1171
 SC1171  STATE/COUNTY-  WA/LEWIS
 SC1171  USGS QUAD   -  WINLOCK (1993)
 SC1171
 SC1171                         *CURRENT SURVEY CONTROL
 SC1171  ___________________________________________________________________
 SC1171* NAD 83(1986)-  46 24 14.     (N)    122 56 49.     (W)     SCALED    
 SC1171* NAVD 88     -        95.070  (meters)     311.91   (feet)  ADJUSTED  
 SC1171  ___________________________________________________________________
 SC1171  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SC1171  DYNAMIC HT  -          95.080 (meters)     311.94  (feet)  COMP
 SC1171  MODELED GRAV-     980,715.1   (mgal)                       NAVD 88
 SC1171
 SC1171  VERT ORDER  -  FIRST     CLASS II
 SC1171
 SC1171.The horizontal coordinates were scaled from a topographic map and have
 SC1171.an estimated accuracy of +/- 6 seconds.
 SC1171
 SC1171.The orthometric height was determined by differential leveling
 SC1171.and adjusted by the National Geodetic Survey in June 1991..
 SC1171
 SC1171.The geoid height was determined by GEOID03.
 SC1171
 SC1171.The dynamic height is computed by dividing the NAVD 88
 SC1171.geopotential number by the normal gravity value computed on the
 SC1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1171.degrees latitude (g = 980.6199 gals.).
 SC1171
 SC1171.The modeled gravity was interpolated from observed gravity values.
 SC1171
 SC1171;                    North         East    Units  Estimated Accuracy
 SC1171;SPC WA S     -   121,910.      311,880.      MT  (+/- 180 meters Scaled)
 SC1171
 SC1171                          SUPERSEDED SURVEY CONTROL
 SC1171
 SC1171  NGVD 29 (05/16/90)   94.036  (m)          308.52   (f) ADJUSTED    1 2
 SC1171
 SC1171.Superseded values are not recommended for survey control.
 SC1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1171.See file dsdata.txt to determine how the superseded data were derived.
 SC1171
 SC1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES040389(NAD 83)
 SC1171_MARKER: I = METAL ROD
 SC1171_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SC1171_SP_SET: STAINLESS STEEL ROD
 SC1171_STAMPING: F 535 1987
 SC1171_MARK LOGO: NGS   
 SC1171_PROJECTION: FLUSH
 SC1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1171_ROD/PIPE-DEPTH: 14.0 meters
 SC1171
 SC1171  HISTORY     - Date     Condition        Report By
 SC1171  HISTORY     - 1987     MONUMENTED       NGS
 SC1171
 SC1171                          STATION DESCRIPTION
 SC1171
 SC1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1171'IN VADER.
 SC1171'IN VADER, AT THE EAST EDGE OF THE CITY LIMITS, 0.08 KM (0.05 MI) NORTH
 SC1171'OF THE JUNCTION OF SOUTH MILITARY ROAD AND STATE HIGHWAY 506 AND
 SC1171'STATE HIGHWAY 411 SOUTH, 7.0 M (23.0 FT) WEST OF THE CENTERLINE OF
 SC1171'MILITARY ROAD, 17.7 M (58.1 FT) SOUTH OF THE EXTENDED CENTER OF A
 SC1171'PRIVATE ROAD EAST, 0.30 M (1.0 FT) EAST OF A FENCE. NOTE--ACCESS TO
 SC1171'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC1171'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 SC1171'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1014 ***********************************************************************
 SC1014  DESIGNATION -  F 536
 SC1014  PID         -  SC1014
 SC1014  STATE/COUNTY-  WA/PACIFIC
 SC1014  USGS QUAD   -  CHINOOK (1984)
 SC1014
 SC1014                         *CURRENT SURVEY CONTROL
 SC1014  ___________________________________________________________________
 SC1014* NAD 83(1986)-  46 22 25.     (N)    123 57 01.     (W)     SCALED    
 SC1014* NAVD 88     -         4.797  (meters)      15.74   (feet)  ADJUSTED  
 SC1014  ___________________________________________________________________
 SC1014  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SC1014  DYNAMIC HT  -           4.798 (meters)      15.74  (feet)  COMP
 SC1014  MODELED GRAV-     980,718.1   (mgal)                       NAVD 88
 SC1014
 SC1014  VERT ORDER  -  FIRST     CLASS II
 SC1014
 SC1014.The horizontal coordinates were scaled from a topographic map and have
 SC1014.an estimated accuracy of +/- 6 seconds.
 SC1014
 SC1014.The orthometric height was determined by differential leveling
 SC1014.and adjusted by the National Geodetic Survey in June 1991..
 SC1014
 SC1014.The geoid height was determined by GEOID03.
 SC1014
 SC1014.The dynamic height is computed by dividing the NAVD 88
 SC1014.geopotential number by the normal gravity value computed on the
 SC1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1014.degrees latitude (g = 980.6199 gals.).
 SC1014
 SC1014.The modeled gravity was interpolated from observed gravity values.
 SC1014
 SC1014;                    North         East    Units  Estimated Accuracy
 SC1014;SPC WA S     -   121,430.      234,640.      MT  (+/- 180 meters Scaled)
 SC1014
 SC1014                          SUPERSEDED SURVEY CONTROL
 SC1014
 SC1014.No superseded survey control is available for this station.
 SC1014
 SC1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS269359(NAD 83)
 SC1014_MARKER: I = METAL ROD
 SC1014_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SC1014+WITH SETTING: INFORMATION.
 SC1014_SP_SET: STAINLESS STEEL ROD
 SC1014_STAMPING: F 536 1987
 SC1014_MARK LOGO: NGS   
 SC1014_PROJECTION: FLUSH
 SC1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SC1014_ROD/PIPE-DEPTH: 2.4  meters
 SC1014
 SC1014  HISTORY     - Date     Condition        Report By
 SC1014  HISTORY     - 1987     MONUMENTED       NGS
 SC1014
 SC1014                          STATION DESCRIPTION
 SC1014
 SC1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SC1014'11.5 KM (7.15 MI) NE FROM SEAVIEW.
 SC1014'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SC1014'IN SEAVIEW, THENCE 11.4 KM (7.10 MI) NORTHEAST ALONG US HIGHWAY 101,
 SC1014'AT THE NORTH END OF A BRIDGE OVER GREEN HEAD SLOUGH, 0.48 KM (0.30
 SC1014'MI) NORTH OF MILEPOST 20, 12.8 M (42.0 FT) EAST OF THE CENTERLINE OF
 SC1014'THE HIGHWAY, 10.0 M (32.8 FT) NORTHEAST OF THE NORTH END OF A WOOD
 SC1014'GUARDRAIL, 11.0 M (36.1 FT) SOUTH OF THE CENTER OF AN OLD ASPHALT
 SC1014'ROAD, 6.1 M (20.0 FT) EAST OF THE NORTH END OF A METAL GUARDRAIL.
 SC1014'NOTE--ROD DRIVEN TO ABRUPT REFUSAL AND ANCHORED.  NOTE--ACCESS TO
 SC1014'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SC1014'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 SC1014'THE MARK IS ABOVE LEVEL WITH THE OLD ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0307 ***********************************************************************
 SD0307  DESIGNATION -  F 537
 SD0307  PID         -  SD0307
 SD0307  STATE/COUNTY-  WA/PACIFIC
 SD0307  USGS QUAD   -  CAPE DISAPPOINTMENT (1984)
 SD0307
 SD0307                         *CURRENT SURVEY CONTROL
 SD0307  ___________________________________________________________________
 SD0307* NAD 83(1986)-  46 22 03.     (N)    124 03 11.     (W)     SCALED    
 SD0307* NAVD 88     -         5.721  (meters)      18.77   (feet)  ADJUSTED  
 SD0307  ___________________________________________________________________
 SD0307  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 SD0307  DYNAMIC HT  -           5.721 (meters)      18.77  (feet)  COMP
 SD0307  MODELED GRAV-     980,711.6   (mgal)                       NAVD 88
 SD0307
 SD0307  VERT ORDER  -  FIRST     CLASS II
 SD0307
 SD0307.The horizontal coordinates were scaled from a topographic map and have
 SD0307.an estimated accuracy of +/- 6 seconds.
 SD0307
 SD0307.The orthometric height was determined by differential leveling
 SD0307.and adjusted by the National Geodetic Survey in June 1991..
 SD0307
 SD0307.The geoid height was determined by GEOID03.
 SD0307
 SD0307.The dynamic height is computed by dividing the NAVD 88
 SD0307.geopotential number by the normal gravity value computed on the
 SD0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0307.degrees latitude (g = 980.6199 gals.).
 SD0307
 SD0307.The modeled gravity was interpolated from observed gravity values.
 SD0307
 SD0307;                    North         East    Units  Estimated Accuracy
 SD0307;SPC WA S     -   121,100.      226,710.      MT  (+/- 180 meters Scaled)
 SD0307
 SD0307                          SUPERSEDED SURVEY CONTROL
 SD0307
 SD0307.No superseded survey control is available for this station.
 SD0307
 SD0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS190354(NAD 83)
 SD0307_MARKER: I = METAL ROD
 SD0307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0307_SP_SET: STAINLESS STEEL ROD
 SD0307_STAMPING: F 537 1987
 SD0307_MARK LOGO: WA-049
 SD0307_PROJECTION: FLUSH
 SD0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0307+STABILITY: POSITION/ELEVATION WELL
 SD0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0307+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 SD0307_ROD/PIPE-DEPTH: 14.6 meters
 SD0307
 SD0307  HISTORY     - Date     Condition        Report By
 SD0307  HISTORY     - 1987     MONUMENTED       WA-049
 SD0307  HISTORY     - 1987     GOOD             NGS
 SD0307  HISTORY     - 20050205 GOOD             USPSQD
 SD0307
 SD0307                          STATION DESCRIPTION
 SD0307
 SD0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0307'4.1 KM (2.55 MI) NORTH FROM SEAVIEW.
 SD0307'4.1 KM (2.55 MI) NORTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0307'IN SEAVIEW, 2.16 M (7.1 FT) SOUTH OF THE CENTERLINE OF PIONEER ROAD
 SD0307'EAST, 16.37 M (53.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 SD0307'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH AN 8-INCH IRON LOGO CAP
 SD0307'SET IN THE ASPHALT.
 SD0307'THE MARK IS 2.1 METERS  N FROM  A WITNESS POST
 SD0307'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SD0307
 SD0307                          STATION RECOVERY (2005)
 SD0307
 SD0307'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMJ)
 SD0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0356 ***********************************************************************
 SD0356  DESIGNATION -  F 538
 SD0356  PID         -  SD0356
 SD0356  STATE/COUNTY-  WA/PACIFIC
 SD0356  USGS QUAD   -  OYSTERVILLE (1994)
 SD0356
 SD0356                         *CURRENT SURVEY CONTROL
 SD0356  ___________________________________________________________________
 SD0356* NAD 83(1986)-  46 34 32.     (N)    124 01 59.     (W)     SCALED    
 SD0356* NAVD 88     -         4.846  (meters)      15.90   (feet)  ADJUSTED  
 SD0356  ___________________________________________________________________
 SD0356  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 SD0356  DYNAMIC HT  -           4.846 (meters)      15.90  (feet)  COMP
 SD0356  MODELED GRAV-     980,731.9   (mgal)                       NAVD 88
 SD0356
 SD0356  VERT ORDER  -  FIRST     CLASS II
 SD0356
 SD0356.The horizontal coordinates were scaled from a topographic map and have
 SD0356.an estimated accuracy of +/- 6 seconds.
 SD0356
 SD0356.The orthometric height was determined by differential leveling
 SD0356.and adjusted by the National Geodetic Survey in June 1991..
 SD0356
 SD0356.The geoid height was determined by GEOID03.
 SD0356
 SD0356.The dynamic height is computed by dividing the NAVD 88
 SD0356.geopotential number by the normal gravity value computed on the
 SD0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0356.degrees latitude (g = 980.6199 gals.).
 SD0356
 SD0356.The modeled gravity was interpolated from observed gravity values.
 SD0356
 SD0356;                    North         East    Units  Estimated Accuracy
 SD0356;SPC WA S     -   144,140.      229,280.      MT  (+/- 180 meters Scaled)
 SD0356
 SD0356                          SUPERSEDED SURVEY CONTROL
 SD0356
 SD0356.No superseded survey control is available for this station.
 SD0356
 SD0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS208585(NAD 83)
 SD0356_MARKER: I = METAL ROD
 SD0356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SD0356_SP_SET: STAINLESS STEEL ROD
 SD0356_STAMPING: F 538 1987
 SD0356_MARK LOGO: WA-049
 SD0356_PROJECTION: FLUSH
 SD0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0356+STABILITY: POSITION/ELEVATION WELL
 SD0356_ROD/PIPE-DEPTH: 19.4 meters
 SD0356
 SD0356  HISTORY     - Date     Condition        Report By
 SD0356  HISTORY     - 1987     MONUMENTED       WA-049
 SD0356  HISTORY     - 1987     GOOD             NGS
 SD0356  HISTORY     - 20060318 GOOD             USPSQD
 SD0356
 SD0356                          STATION DESCRIPTION
 SD0356
 SD0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 SD0356'29.8 KM (18.50 MI) NORTH FROM SEAVIEW.
 SD0356'0.08 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 103 FROM THE POST OFFICE
 SD0356'IN SEAVIEW, THENCE 0.80 KM (0.50 MI) EAST ALONG US HIGHWAY 101,
 SD0356'THENCE 25.3 KM (15.70 MI) NORH ALONG SANDRIDGE ROAD, THENCE 0.48 KM
 SD0356'(0.30 MI) WEST ALONG OYSTERVILLE ROAD, THENCE 3.14 KM (1.95 MI) NORTH
 SD0356'ALONG STACKPOLE ROAD, 5.18 M (17.0 FT) EAST OF THE ROAD CENTERLINE.
 SD0356'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH AN 8-INCH IRON LOGO CAP.
 SD0356'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SD0356
 SD0356                          STATION RECOVERY (2006)
 SD0356
 SD0356'RECOVERY NOTE BY US POWER SQUADRON 2006
 SD0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1320 ***********************************************************************
 RZ1320  DESIGNATION -  F 54
 RZ1320  PID         -  RZ1320
 RZ1320  STATE/COUNTY-  WA/WHITMAN
 RZ1320  USGS QUAD   -  ENDICOTT (1981)
 RZ1320
 RZ1320                         *CURRENT SURVEY CONTROL
 RZ1320  ___________________________________________________________________
 RZ1320* NAD 83(1986)-  46 56 10.     (N)    117 43 08.     (W)     SCALED    
 RZ1320* NAVD 88     -       501.039  (meters)    1643.83   (feet)  ADJUSTED  
 RZ1320  ___________________________________________________________________
 RZ1320  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 RZ1320  DYNAMIC HT  -         501.047 (meters)    1643.85  (feet)  COMP
 RZ1320  MODELED GRAV-     980,613.7   (mgal)                       NAVD 88
 RZ1320
 RZ1320  VERT ORDER  -  SECOND    CLASS 0
 RZ1320
 RZ1320.The horizontal coordinates were scaled from a topographic map and have
 RZ1320.an estimated accuracy of +/- 6 seconds.
 RZ1320
 RZ1320.The orthometric height was determined by differential leveling
 RZ1320.and adjusted by the National Geodetic Survey in June 1991..
 RZ1320
 RZ1320.The geoid height was determined by GEOID03.
 RZ1320
 RZ1320.The dynamic height is computed by dividing the NAVD 88
 RZ1320.geopotential number by the normal gravity value computed on the
 RZ1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1320.degrees latitude (g = 980.6199 gals.).
 RZ1320
 RZ1320.The modeled gravity was interpolated from observed gravity values.
 RZ1320
 RZ1320;                    North         East    Units  Estimated Accuracy
 RZ1320;SPC WA S     -   181,880.      711,710.      MT  (+/- 180 meters Scaled)
 RZ1320
 RZ1320                          SUPERSEDED SURVEY CONTROL
 RZ1320
 RZ1320  NGVD 29 (??/??/92)  499.994  (m)         1640.40   (f) ADJ UNCH    2 0
 RZ1320
 RZ1320.Superseded values are not recommended for survey control.
 RZ1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1320.See file dsdata.txt to determine how the superseded data were derived.
 RZ1320
 RZ1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM452983(NAD 83)
 RZ1320_MARKER: DB = BENCH MARK DISK
 RZ1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ1320_STAMPING: F 54 1934
 RZ1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1320+STABILITY: SURFACE MOTION
 RZ1320
 RZ1320  HISTORY     - Date     Condition        Report By
 RZ1320  HISTORY     - 1934     MONUMENTED       CGS
 RZ1320  HISTORY     - 1980     GOOD
 RZ1320
 RZ1320                          STATION DESCRIPTION
 RZ1320
 RZ1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RZ1320'1.7 MI W FROM ENDICOTT.
 RZ1320'1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM ENDICOTT, 293
 RZ1320'YARDS EAST OF MILEPOST 56, 105 YARDS EAST OF WOODEN TRESTLE 56.10, 50
 RZ1320'FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, 32 FEET SOUTH OF THE
 RZ1320'CENTER LINE OF THE TRACK, 17 FEET SOUTHWEST OF THE CORNER OF A FARM,
 RZ1320'AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A
 RZ1320'CONCRETE POST.
 RZ1320
 RZ1320                          STATION RECOVERY (1980)
 RZ1320
 RZ1320'RECOVERED 1980
 RZ1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0745 ***********************************************************************
 SA0745  DESIGNATION -  F 55
 SA0745  PID         -  SA0745
 SA0745  STATE/COUNTY-  WA/GRANT
 SA0745  USGS QUAD   -  ROYAL CAMP (1986)
 SA0745
 SA0745                         *CURRENT SURVEY CONTROL
 SA0745  ___________________________________________________________________
 SA0745* NAD 83(1986)-  46 54 45.     (N)    119 28 30.     (W)     SCALED    
 SA0745* NAVD 88     -       345.471  (meters)    1133.43   (feet)  ADJUSTED  
 SA0745  ___________________________________________________________________
 SA0745  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 SA0745  DYNAMIC HT  -         345.494 (meters)    1133.51  (feet)  COMP
 SA0745  MODELED GRAV-     980,670.4   (mgal)                       NAVD 88
 SA0745
 SA0745  VERT ORDER  -  SECOND    CLASS 0
 SA0745
 SA0745.The horizontal coordinates were scaled from a topographic map and have
 SA0745.an estimated accuracy of +/- 6 seconds.
 SA0745
 SA0745.The orthometric height was determined by differential leveling
 SA0745.and adjusted by the National Geodetic Survey in June 1991..
 SA0745
 SA0745.The geoid height was determined by GEOID03.
 SA0745
 SA0745.The dynamic height is computed by dividing the NAVD 88
 SA0745.geopotential number by the normal gravity value computed on the
 SA0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0745.degrees latitude (g = 980.6199 gals.).
 SA0745
 SA0745.The modeled gravity was interpolated from observed gravity values.
 SA0745
 SA0745;                    North         East    Units  Estimated Accuracy
 SA0745;SPC WA S     -   176,030.      578,080.      MT  (+/- 180 meters Scaled)
 SA0745
 SA0745                          SUPERSEDED SURVEY CONTROL
 SA0745
 SA0745  NGVD 29 (??/??/92)  344.386  (m)         1129.87   (f) ADJ UNCH    2 0
 SA0745
 SA0745.Superseded values are not recommended for survey control.
 SA0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0745.See file dsdata.txt to determine how the superseded data were derived.
 SA0745
 SA0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM115984(NAD 83)
 SA0745_MARKER: DB = BENCH MARK DISK
 SA0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0745_STAMPING: F 55 1934
 SA0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0745+STABILITY: SURFACE MOTION
 SA0745
 SA0745  HISTORY     - Date     Condition        Report By
 SA0745  HISTORY     - 1934     MONUMENTED       CGS
 SA0745  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA0745
 SA0745                          STATION DESCRIPTION
 SA0745
 SA0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SA0745'8.0 MI N FROM CORFU.
 SA0745'8.0 MILES NORTH AND WEST ALONG A COUNTY ROAD FROM CORFU, GRANT COUNTY,
 SA0745'1.2 MILES WEST OF THE JUNCTION OF A ROAD LEADING TO THE FARM OWNED IN
 SA0745'1934 BY E. J. LEWIS, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 SA0745'3 FEET NORTH OF A SECTION-LINE FENCE.  A STANDARD DISK, STAMPED F 55
 SA0745'1934 AND SET IN THE TOP OF A CONCRETE POST.
 SA0745
 SA0745                          STATION RECOVERY (1967)
 SA0745
 SA0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AG9922 ***********************************************************************
 AG9922  DESIGNATION -  F 552
 AG9922  PID         -  AG9922
 AG9922  STATE/COUNTY-  WA/KLICKITAT
 AG9922  USGS QUAD   -  APPLETON (1994)
 AG9922
 AG9922                         *CURRENT SURVEY CONTROL
 AG9922  ___________________________________________________________________
 AG9922* NAD 83(1986)-  45 45 35.     (N)    121 18 29.     (W)     SCALED    
 AG9922* NAVD 88     -       535.643  (meters)    1757.36   (feet)  ADJUSTED  
 AG9922  ___________________________________________________________________
 AG9922  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 AG9922  DYNAMIC HT  -         535.598 (meters)    1757.21  (feet)  COMP
 AG9922  MODELED GRAV-     980,514.6   (mgal)                       NAVD 88
 AG9922
 AG9922  VERT ORDER  -  FIRST     CLASS II
 AG9922
 AG9922.The horizontal coordinates were scaled from a topographic map and have
 AG9922.an estimated accuracy of +/- 6 seconds.
 AG9922
 AG9922.The orthometric height was determined by differential leveling
 AG9922.and adjusted by the National Geodetic Survey in July 2002..
 AG9922
 AG9922.The geoid height was determined by GEOID03.
 AG9922
 AG9922.The dynamic height is computed by dividing the NAVD 88
 AG9922.geopotential number by the normal gravity value computed on the
 AG9922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9922.degrees latitude (g = 980.6199 gals.).
 AG9922
 AG9922.The modeled gravity was interpolated from observed gravity values.
 AG9922
 AG9922;                    North         East    Units  Estimated Accuracy
 AG9922;SPC WA S     -    47,720.      437,140.      MT  (+/- 180 meters Scaled)
 AG9922
 AG9922                          SUPERSEDED SURVEY CONTROL
 AG9922
 AG9922.No superseded survey control is available for this station.
 AG9922
 AG9922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR315687(NAD 83)
 AG9922_MARKER: DV = VERTICAL CONTROL DISK
 AG9922_SETTING: 66 = SET IN ROCK OUTCROP
 AG9922_STAMPING: F 552 1998
 AG9922_MARK LOGO: NGS   
 AG9922_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG9922+STABILITY: POSITION/ELEVATION WELL
 AG9922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9922+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AG9922
 AG9922  HISTORY     - Date     Condition        Report By
 AG9922  HISTORY     - 1998     MONUMENTED       NGS
 AG9922
 AG9922                          STATION DESCRIPTION
 AG9922
 AG9922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AG9922'0.7 KM (0.45 MI) WESTERLY ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 AG9922'IN LYLE, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG OLD STATE HIGHWAY 8,
 AG9922'THENCE 0.6 KM (0.35 MI) NORTHEASTERLY ALONG CANYON ROAD, THENCE 6.2 KM
 AG9922'(3.85 MI) NORTHWESTERLY ALONG LYLE-SNOWDEN ROAD, NEAR THE CENTER OF A
 AG9922'2 BY 3-FT EXPOSED AREA OF BEDROCK IN A ROAD CUT, 36.1 M (118.4 FT)
 AG9922'NORTH OF THE CENTER OF A DRIVEWAY, 6.6 M (21.7 FT) EAST OF THE ROAD
 AG9922'CENTER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT)
 AG9922'NORTH OF A WITNESS POST.  NOTE--THE MARK IS ON COUNTY ROAD
 AG9922'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE6302 ***********************************************************************
 DE6302  DESIGNATION -  F 553
 DE6302  PID         -  DE6302
 DE6302  STATE/COUNTY-  WA/SPOKANE
 DE6302  USGS QUAD   -  SPOKANE SW (1986)
 DE6302
 DE6302                         *CURRENT SURVEY CONTROL
 DE6302  ___________________________________________________________________
 DE6302* NAD 83(1986)-  47 32 34.     (N)    117 28 41.     (W)     SCALED    
 DE6302* NAVD 88     -       702.101  (meters)    2303.48   (feet)  ADJUSTED  
 DE6302  ___________________________________________________________________
 DE6302  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 DE6302  DYNAMIC HT  -         702.132 (meters)    2303.58  (feet)  COMP
 DE6302  MODELED GRAV-     980,633.1   (mgal)                       NAVD 88
 DE6302
 DE6302  VERT ORDER  -  FIRST     CLASS II
 DE6302
 DE6302.The horizontal coordinates were scaled from a topographic map and have
 DE6302.an estimated accuracy of +/- 6 seconds.
 DE6302
 DE6302.The orthometric height was determined by differential leveling
 DE6302.and adjusted by the National Geodetic Survey in September 2002..
 DE6302.No vertical observational check was made to the station.
 DE6302
 DE6302.The geoid height was determined by GEOID03.
 DE6302
 DE6302.The dynamic height is computed by dividing the NAVD 88
 DE6302.geopotential number by the normal gravity value computed on the
 DE6302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6302.degrees latitude (g = 980.6199 gals.).
 DE6302
 DE6302.The modeled gravity was interpolated from observed gravity values.
 DE6302
 DE6302;                    North         East    Units  Estimated Accuracy
 DE6302;SPC WA N     -    65,850.      752,510.      MT  (+/- 180 meters Scaled)
 DE6302
 DE6302                          SUPERSEDED SURVEY CONTROL
 DE6302
 DE6302.No superseded survey control is available for this station.
 DE6302
 DE6302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN640655(NAD 83)
 DE6302_MARKER: F = FLANGE-ENCASED ROD
 DE6302_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE6302+WITH SETTING: INFORMATION.
 DE6302_STAMPING: F 553 2002
 DE6302_MARK LOGO: NGS   
 DE6302_PROJECTION: FLUSH
 DE6302_MAGNETIC: I = MARKER IS A STEEL ROD
 DE6302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6302+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DE6302_ROD/PIPE-DEPTH: 2.0  meters
 DE6302_SLEEVE-DEPTH  : 0.9 meters
 DE6302
 DE6302  HISTORY     - Date     Condition        Report By
 DE6302  HISTORY     - 2002     MONUMENTED       NGS
 DE6302
 DE6302                          STATION DESCRIPTION
 DE6302
 DE6302'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 DE6302'3.5 KM SOUTHERLY ALONG U.S. HIGHWAY 195 FROM THE JUNCTION OF
 DE6302'INTERSTATE HIGHWAY 90 IN
 DE6302'SPOKANE, THENCE 8.0 KM SOUTHWESTERLY ALONG CHENEY-SPOKANE ROAD, THENCE
 DE6302'2.9 KM
 DE6302'SOUTHERLY ALONG GARDNER ROAD, 11.0 M NORTH OF THE CENTER OF A DRIVEWAY
 DE6302'LEADING TO
 DE6302'HOUSE NUMBER 12108, 6.4 M WEST OF THE CENTERLINE OF THE ROAD, 0.8 M
 DE6302'SOUTH OF A WITNESS
 DE6302'POST AND A FENCE CORNER POST, AND 0.2 M ABOVE THE LEVEL OF THE ROAD.
 DE6302'NOTE--ACCESS TO
 DE6302'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 DE6302'NOT MEET THE
 DE6302'SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO REFUSAL AND
 DE6302'ANCHORED.  THE
 DE6302'MARK IS ON THE ROAD RIGHT OF WAY.
 DE6302' 
 DE6302'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0384 ***********************************************************************
 SW0384  DESIGNATION -  F 57
 SW0384  PID         -  SW0384
 SW0384  STATE/COUNTY-  WA/LINCOLN
 SW0384  USGS QUAD   -  WILBUR (1989)
 SW0384
 SW0384                         *CURRENT SURVEY CONTROL
 SW0384  ___________________________________________________________________
 SW0384* NAD 83(1986)-  47 45 23.     (N)    118 42 27.     (W)     SCALED    
 SW0384* NAVD 88     -       660.565  (meters)    2167.20   (feet)  ADJUSTED  
 SW0384  ___________________________________________________________________
 SW0384  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 SW0384  DYNAMIC HT  -         660.597 (meters)    2167.31  (feet)  COMP
 SW0384  MODELED GRAV-     980,639.1   (mgal)                       NAVD 88
 SW0384
 SW0384  VERT ORDER  -  FIRST     CLASS II
 SW0384
 SW0384.The horizontal coordinates were scaled from a topographic map and have
 SW0384.an estimated accuracy of +/- 6 seconds.
 SW0384
 SW0384.The orthometric height was determined by differential leveling
 SW0384.and adjusted by the National Geodetic Survey in June 1991..
 SW0384
 SW0384.The geoid height was determined by GEOID03.
 SW0384
 SW0384.The dynamic height is computed by dividing the NAVD 88
 SW0384.geopotential number by the normal gravity value computed on the
 SW0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0384.degrees latitude (g = 980.6199 gals.).
 SW0384
 SW0384.The modeled gravity was interpolated from observed gravity values.
 SW0384
 SW0384;                    North         East    Units  Estimated Accuracy
 SW0384;SPC WA N     -    86,300.      659,360.      MT  (+/- 180 meters Scaled)
 SW0384
 SW0384                          SUPERSEDED SURVEY CONTROL
 SW0384
 SW0384  NGVD 29 (??/??/92)  659.346  (m)         2163.20   (f) ADJ UNCH    1 2
 SW0384
 SW0384.Superseded values are not recommended for survey control.
 SW0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0384.See file dsdata.txt to determine how the superseded data were derived.
 SW0384
 SW0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN720906(NAD 83)
 SW0384_MARKER: DB = BENCH MARK DISK
 SW0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0384_STAMPING: F 57 1934
 SW0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0384+STABILITY: SURFACE MOTION
 SW0384
 SW0384  HISTORY     - Date     Condition        Report By
 SW0384  HISTORY     - 1934     MONUMENTED       CGS
 SW0384  HISTORY     - 1946     GOOD             NGS
 SW0384  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0384  HISTORY     - 1981     MARK NOT FOUND   NGS
 SW0384  HISTORY     - 19851028 MARK NOT FOUND   USPSQD
 SW0384
 SW0384                          STATION DESCRIPTION
 SW0384
 SW0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SW0384'IN WILBUR.
 SW0384'AT WILBUR, LINCOLN COUNTY, 9 RAILS OR APPROXIMATELY 90 YARDS WEST OF
 SW0384'THE NORTHERN PACIFIC RAILWAY STATION, 41 FEET WEST OF A WATER TANK, 25
 SW0384'FEET NORTH OF THE TRACK, AND 7 1/2 FEET SOUTH OF THE SOUTHWEST CORNER
 SW0384'OF THE RAILWAY ICE HOUSE.  A STANDARD DISK, STAMPED F 57 1934 AND SET
 SW0384'IN THE TOP OF A CONCRETE POST.  NOTE-- WATER TANK AND ICE HOUSE GONE.
 SW0384'AREA HAS BEEN BULLDOZED.
 SW0384
 SW0384                          STATION RECOVERY (1966)
 SW0384
 SW0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0384'MARK NOT FOUND.
 SW0384
 SW0384                          STATION RECOVERY (1981)
 SW0384
 SW0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0384'NOT RECOVERED.
 SW0384
 SW0384                          STATION RECOVERY (1985)
 SW0384
 SW0384'RECOVERY NOTE BY US POWER SQUADRON 1985 (LAB)
 SW0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0605 ***********************************************************************
 SX0605  DESIGNATION -  F 58
 SX0605  PID         -  SX0605
 SX0605  STATE/COUNTY-  WA/CHELAN
 SX0605  USGS QUAD   -  PLAIN (1987)
 SX0605
 SX0605                         *CURRENT SURVEY CONTROL
 SX0605  ___________________________________________________________________
 SX0605* NAD 83(1986)-  47 45 42.     (N)    120 44 39.     (W)     SCALED    
 SX0605* NAVD 88     -       643.961  (meters)    2112.73   (feet)  ADJUSTED  
 SX0605  ___________________________________________________________________
 SX0605  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 SX0605  DYNAMIC HT  -         643.990 (meters)    2112.82  (feet)  COMP
 SX0605  MODELED GRAV-     980,637.7   (mgal)                       NAVD 88
 SX0605
 SX0605  VERT ORDER  -  SECOND    CLASS 0
 SX0605
 SX0605.The horizontal coordinates were scaled from a topographic map and have
 SX0605.an estimated accuracy of +/- 6 seconds.
 SX0605
 SX0605.The orthometric height was determined by differential leveling
 SX0605.and adjusted by the National Geodetic Survey in June 1991..
 SX0605
 SX0605.The geoid height was determined by GEOID03.
 SX0605
 SX0605.The dynamic height is computed by dividing the NAVD 88
 SX0605.geopotential number by the normal gravity value computed on the
 SX0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0605.degrees latitude (g = 980.6199 gals.).
 SX0605
 SX0605.The modeled gravity was interpolated from observed gravity values.
 SX0605
 SX0605;                    North         East    Units  Estimated Accuracy
 SX0605;SPC WA N     -    84,690.      506,680.      MT  (+/- 180 meters Scaled)
 SX0605
 SX0605                          SUPERSEDED SURVEY CONTROL
 SX0605
 SX0605  NGVD 29 (??/??/92)  642.714  (m)         2108.64   (f) ADJ UNCH    2 0
 SX0605
 SX0605.Superseded values are not recommended for survey control.
 SX0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0605.See file dsdata.txt to determine how the superseded data were derived.
 SX0605
 SX0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT690922(NAD 83)
 SX0605_MARKER: DB = BENCH MARK DISK
 SX0605_SETTING: 66 = SET IN ROCK OUTCROP
 SX0605_SP_SET: ROCK OUTCROP
 SX0605_STAMPING: F 58 1934
 SX0605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0605+STABILITY: POSITION/ELEVATION WELL
 SX0605
 SX0605  HISTORY     - Date     Condition        Report By
 SX0605  HISTORY     - 1934     MONUMENTED       CGS
 SX0605  HISTORY     - 1941     GOOD             NGS
 SX0605  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SX0605
 SX0605                          STATION DESCRIPTION
 SX0605
 SX0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SX0605'2.0 MI W FROM WINTON.
 SX0605'2.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0605'WINTON, CHELAN COUNTY, 2.2 MILES WEST ALONG THE STEVENS PASS HIGHWAY,
 SX0605'16-1/2 RAILS EAST OF MILEPOST 1688, 68 FEET SOUTHEAST OF THE CROSSING
 SX0605'OF THE NEW AND OLD RAILROAD BEDS, 35 FEET SOUTH OF THE TRACK, ON THE
 SX0605'WEST SIDE OF A CUT, IN THE TOP OF A GRAY ROCK OUTCROP, AND ABOUT 2-1/2
 SX0605'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED F 58 1934.
 SX0605'NOTE-- THIS MARK IS ALSO 4.4 MILES EAST ALONG THE STEVENS PASS HIGHWAY
 SX0605'FROM MERRITT.  IT IS 160 FEET SOUTH OF THE HIGHWAY MEASURED FROM THE
 SX0605'MIDDLE OF A SHORT TANGENT BETWEEN REVERSE CURVES.  NOTE-- BULLDOZER
 SX0605'WORK REMOVED CUT AND OUTCROPPINGS FROM 35 FEET TO 75 FEET FROM TRACK.
 SX0605'COVERED WITH BRUSH.
 SX0605
 SX0605                          STATION RECOVERY (1987)
 SX0605
 SX0605'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SX0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0827 ***********************************************************************
 SX0827  DESIGNATION -  F 59
 SX0827  PID         -  SX0827
 SX0827  STATE/COUNTY-  WA/SNOHOMISH
 SX0827  USGS QUAD   -  INDEX (1989)
 SX0827
 SX0827                         *CURRENT SURVEY CONTROL
 SX0827  ___________________________________________________________________
 SX0827* NAD 83(1986)-  47 48 25.     (N)    121 33 39.     (W)     SCALED    
 SX0827* NAVD 88     -       185.888  (meters)     609.87   (feet)  ADJUSTED  
 SX0827  ___________________________________________________________________
 SX0827  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 SX0827  DYNAMIC HT  -         185.910 (meters)     609.94  (feet)  COMP
 SX0827  MODELED GRAV-     980,727.7   (mgal)                       NAVD 88
 SX0827
 SX0827  VERT ORDER  -  SECOND    CLASS 0
 SX0827
 SX0827.The horizontal coordinates were scaled from a topographic map and have
 SX0827.an estimated accuracy of +/- 6 seconds.
 SX0827
 SX0827.The orthometric height was determined by differential leveling
 SX0827.and adjusted by the National Geodetic Survey in June 1991..
 SX0827
 SX0827.The geoid height was determined by GEOID03.
 SX0827
 SX0827.The dynamic height is computed by dividing the NAVD 88
 SX0827.geopotential number by the normal gravity value computed on the
 SX0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0827.degrees latitude (g = 980.6199 gals.).
 SX0827
 SX0827.The modeled gravity was interpolated from observed gravity values.
 SX0827
 SX0827;                    North         East    Units  Estimated Accuracy
 SX0827;SPC WA N     -    89,980.      445,510.      MT  (+/- 180 meters Scaled)
 SX0827
 SX0827                          SUPERSEDED SURVEY CONTROL
 SX0827
 SX0827  NGVD 29 (??/??/92)  184.704  (m)          605.98   (f) ADJ UNCH    2 0
 SX0827
 SX0827.Superseded values are not recommended for survey control.
 SX0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0827.See file dsdata.txt to determine how the superseded data were derived.
 SX0827
 SX0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT077958(NAD 83)
 SX0827_MARKER: DB = BENCH MARK DISK
 SX0827_SETTING: 66 = SET IN ROCK OUTCROP
 SX0827_SP_SET: ROCK LEDGE
 SX0827_STAMPING: F 59 1934
 SX0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX0827+STABILITY: POSITION/ELEVATION WELL
 SX0827
 SX0827  HISTORY     - Date     Condition        Report By
 SX0827  HISTORY     - 1934     MONUMENTED       CGS
 SX0827  HISTORY     - 1959     GOOD             NGS
 SX0827  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SX0827  HISTORY     - 19911004 MARK NOT FOUND   WADT
 SX0827  HISTORY     - 20020114 MARK NOT FOUND   NGS
 SX0827
 SX0827                          STATION DESCRIPTION
 SX0827
 SX0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SX0827'1.6 MI E FROM INDEX.
 SX0827'1.6 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SX0827'INDEX, SNOHOMISH COUNTY, 14 RAILS EAST OF MILEPOST 1745, 5 RAILS WEST
 SX0827'OF SEMAPHORE 1744.9, AT THE WEST END OF A ROCK CUT, 8 FEET SOUTH OF
 SX0827'THE TRACK, IN THE TOP OF A LEDGE OF OUTCROPPING ROCK, AND 2-1/2 FEET
 SX0827'ABOVE THE GROUND.  A STANDARD DISK, STAMPED F 59 1934.
 SX0827
 SX0827                          STATION RECOVERY (1987)
 SX0827
 SX0827'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBR)
 SX0827'MARK NOT FOUND.
 SX0827
 SX0827                          STATION RECOVERY (1991)
 SX0827
 SX0827'RECOVERY NOTE BY WA DEPT OF TRANSP 1991
 SX0827'MARK NOT FOUND.
 SX0827
 SX0827                          STATION RECOVERY (2002)
 SX0827
 SX0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 SX0827'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0138 ***********************************************************************
 TQ0138  DESIGNATION -  F 61
 TQ0138  PID         -  TQ0138
 TQ0138  STATE/COUNTY-  WA/SKAGIT
 TQ0138  USGS QUAD   -  HAMILTON (1989)
 TQ0138
 TQ0138                         *CURRENT SURVEY CONTROL
 TQ0138  ___________________________________________________________________
 TQ0138* NAD 83(1986)-  48 31 37.     (N)    121 55 31.     (W)     SCALED    
 TQ0138* NAVD 88     -        44.147  (meters)     144.84   (feet)  ADJUSTED  
 TQ0138  ___________________________________________________________________
 TQ0138  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 TQ0138  DYNAMIC HT  -          44.157 (meters)     144.87  (feet)  COMP
 TQ0138  MODELED GRAV-     980,837.1   (mgal)                       NAVD 88
 TQ0138
 TQ0138  VERT ORDER  -  FIRST     CLASS I
 TQ0138
 TQ0138.The horizontal coordinates were scaled from a topographic map and have
 TQ0138.an estimated accuracy of +/- 6 seconds.
 TQ0138
 TQ0138.The orthometric height was determined by differential leveling
 TQ0138.and adjusted by the National Geodetic Survey in June 1991..
 TQ0138
 TQ0138.The geoid height was determined by GEOID03.
 TQ0138
 TQ0138.The dynamic height is computed by dividing the NAVD 88
 TQ0138.geopotential number by the normal gravity value computed on the
 TQ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TQ0138.degrees latitude (g = 980.6199 gals.).
 TQ0138
 TQ0138.The modeled gravity was interpolated from observed gravity values.
 TQ0138
 TQ0138;                    North         East    Units  Estimated Accuracy
 TQ0138;SPC WA N     -   170,350.      419,350.      MT  (+/- 180 meters Scaled)
 TQ0138
 TQ0138                          SUPERSEDED SURVEY CONTROL
 TQ0138
 TQ0138  NGVD 29 (??/??/92)   42.987  (m)          141.03   (f) ADJ UNCH    1 1
 TQ0138
 TQ0138.Superseded values are not recommended for survey control.
 TQ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0138.See file dsdata.txt to determine how the superseded data were derived.
 TQ0138
 TQ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU793754(NAD 83)
 TQ0138_MARKER: DB = BENCH MARK DISK
 TQ0138_SETTING: 0 = UNSPECIFIED SETTING
 TQ0138_STAMPING: F 61 1934
 TQ0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TQ0138
 TQ0138  HISTORY     - Date     Condition        Report By
 TQ0138  HISTORY     - 1934     MONUMENTED       CGS
 TQ0138  HISTORY     - 1981     GOOD             NGS
 TQ0138
 TQ0138                          STATION DESCRIPTION
 TQ0138
 TQ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TQ0138'2.9 MI E FROM HAMILTON.
 TQ0138'2.9 MI. E. ALONG THE G. N. RR. FROM RR. STATION. ALONG THE RIGHT OF
 TQ0138'WAY OF THE GREAT NORTHERN RAILROAD.  2 RAIL LENGTHS WEST OF MILE POST
 TQ0138'NO. 36, AND 26 FEET SOUTH OF THE TRACK.
 TQ0138
 TQ0138                          STATION RECOVERY (1981)
 TQ0138
 TQ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TQ0138'8.1 MILES WEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION WITH SUPERIOR
 TQ0138'AVE IN CONCRETE TO A SIDE ROAD RIGHT AND RAILROAD MILEPOST 36 20.12
 TQ0138'METERS SOUTHWEST OF THE MILEPOST 17.07 METERS NORTH OF THE CENTER OF
 TQ0138'THE HIGHWAY, 8.23 METERS SOUTH OF THE SOUTHRAIL, 42.67 METERS
 TQ0138'WEST-NORTHWEST OF BM N 455.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0895 ***********************************************************************
 SC0895  DESIGNATION -  F 62
 SC0895  PID         -  SC0895
 SC0895  STATE/COUNTY-  WA/PACIFIC
 SC0895  USGS QUAD   -  SOUTH BEND (1994)
 SC0895
 SC0895                         *CURRENT SURVEY CONTROL
 SC0895  ___________________________________________________________________
 SC0895* NAD 83(1986)-  46 38 23.     (N)    123 52 32.     (W)     SCALED    
 SC0895* NAVD 88     -        80.563  (meters)     264.31   (feet)  POSTED    
 SC0895  ___________________________________________________________________
 SC0895  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 SC0895  DYNAMIC HT  -          80.570 (meters)     264.34  (feet)  COMP
 SC0895  MODELED GRAV-     980,760.1   (mgal)                       NAVD 88
 SC0895
 SC0895  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 SC0895
 SC0895.The horizontal coordinates were scaled from a topographic map and have
 SC0895.an estimated accuracy of +/- 6 seconds.
 SC0895
 SC0895.The orthometric height was determined by differential leveling
 SC0895.and adjusted by the National Geodetic Survey in 1992..
 SC0895.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 SC0895.rate of 3.1 thru 4.0 mm/km.
 SC0895
 SC0895.The geoid height was determined by GEOID03.
 SC0895
 SC0895.The dynamic height is computed by dividing the NAVD 88
 SC0895.geopotential number by the normal gravity value computed on the
 SC0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0895.degrees latitude (g = 980.6199 gals.).
 SC0895
 SC0895.The modeled gravity was interpolated from observed gravity values.
 SC0895
 SC0895;                    North         East    Units  Estimated Accuracy
 SC0895;SPC WA S     -   150,730.      241,650.      MT  (+/- 180 meters Scaled)
 SC0895
 SC0895                          SUPERSEDED SURVEY CONTROL
 SC0895
 SC0895  NGVD 29 (??/??/92)   79.558  (m)          261.02   (f) ADJ UNCH    2 0
 SC0895
 SC0895.Superseded values are not recommended for survey control.
 SC0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0895.See file dsdata.txt to determine how the superseded data were derived.
 SC0895
 SC0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS329655(NAD 83)
 SC0895_MARKER: DB = BENCH MARK DISK
 SC0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0895_STAMPING: F 62 1934
 SC0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0895+STABILITY: SURFACE MOTION
 SC0895
 SC0895  HISTORY     - Date     Condition        Report By
 SC0895  HISTORY     - 1934     MONUMENTED       CGS
 SC0895  HISTORY     - 1962     GOOD             NGS
 SC0895  HISTORY     - 1987     MARK NOT FOUND   NGS
 SC0895
 SC0895                          STATION DESCRIPTION
 SC0895
 SC0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SC0895'4.8 MI SW FROM SOUTH BEND.
 SC0895'4.8 MILES SOUTHWEST ALONG THE OLD SOUTH BEND-PALIX HIGHWAY FROM THE
 SC0895'TOKAY THEATRE BUILDING AT SOUTH BEND, AT THE NORTH END OF A CURVE 175
 SC0895'FEET SOUTHEAST OF POWER POLE NO. U1-10, 20 FEET EAST OF THE CENTER OF
 SC0895'THE HIGHWAY, 12 FEET WEST OF A FIR TREE 4-FEET IN DIAMETER WITH A
 SC0895'TRIANGLE BLAZE AND 0.5 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK
 SC0895'PROJECTS 3 INCHES.
 SC0895
 SC0895                          STATION RECOVERY (1987)
 SC0895
 SC0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC0895'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3592 ***********************************************************************
 SY3592  DESIGNATION -  F 62 K CO 1938
 SY3592  PID         -  SY3592
 SY3592  STATE/COUNTY-  WA/KING
 SY3592  USGS QUAD   -  AUBURN (1994)
 SY3592
 SY3592                         *CURRENT SURVEY CONTROL
 SY3592  ___________________________________________________________________
 SY3592* NAD 83(1991)-  47 31 26.98084(N)    122 08 38.54505(W)     ADJUSTED  
 SY3592* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 SY3592  ___________________________________________________________________
 SY3592  LAPLACE CORR-           7.10  (seconds)                    DEFLEC99
 SY3592  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 SY3592
 SY3592  HORZ ORDER  -  SECOND
 SY3592
 SY3592.The horizontal coordinates were established by classical geodetic methods
 SY3592.and adjusted by the National Geodetic Survey in December 1991..
 SY3592
 SY3592.The orthometric height was scaled from a topographic map.
 SY3592
 SY3592.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3592
 SY3592.The geoid height was determined by GEOID03.
 SY3592
 SY3592;                    North         East     Units Scale Factor Converg.
 SY3592;SPC WA N     -    59,117.978   401,297.186   MT  0.99999558   -0 58 33.1
 SY3592;SPC WA N     -   193,956.23  1,316,589.18   sFT  0.99999558   -0 58 33.1
 SY3592;UTM  10      - 5,263,769.946   564,435.472   MT  0.99965102   +0 37 52.8
 SY3592
 SY3592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3592!SPC WA N     -   0.99996756  x   0.99999558  =   0.99996314
 SY3592!UTM  10      -   0.99996756  x   0.99965102  =   0.99961859
 SY3592
 SY3592:                Primary Azimuth Mark                     Grid Az
 SY3592:SPC WA N     -  YOUNGS TANK 1937                         187 35 28.3
 SY3592:UTM  10      -  YOUNGS TANK 1937                         185 59 02.4
 SY3592
 SY3592|---------------------------------------------------------------------|
 SY3592| PID    Reference Object                     Distance      Geod. Az  |
 SY3592|                                                           dddmmss.s |
 SY3592| SY2121 YOUNGS TANK 1937                    APPROX. 8.1 KM 1863655.2 |
 SY3592|---------------------------------------------------------------------|
 SY3592
 SY3592                          SUPERSEDED SURVEY CONTROL
 SY3592
 SY3592  NAD 83(1986)-  47 31 26.97328(N)    122 08 38.55271(W) AD(       ) 2
 SY3592  NAD 27      -  47 31 27.61000(N)    122 08 34.11000(W) AD(       ) 2
 SY3592
 SY3592.Superseded values are not recommended for survey control.
 SY3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3592.See file dsdata.txt to determine how the superseded data were derived.
 SY3592
 SY3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6443563770(NAD 83)
 SY3592_MARKER: Z = SEE DESCRIPTION
 SY3592_SETTING: 0 = UNSPECIFIED SETTING
 SY3592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3592
 SY3592  HISTORY     - Date     Condition        Report By
 SY3592  HISTORY     - 1938     MONUMENTED       WAGS
 SY3592  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SY3592
 SY3592                          STATION DESCRIPTION
 SY3592
 SY3592'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1938
 SY3592'THIS TRAVERSE STATION IS MARKED BY A STANDARD STATE SURVEY DISK
 SY3592'SET IN A PRECAST CONCRETE MONUMENT ABOVE THE GROUND SURFACE.  IT
 SY3592'IS LOCATED ON THE S SLOPE OF A HILL OVERLOOKING S VALLEY, 6.47
 SY3592'FEET SW OF A TACK IN A 6-INCH FIR TREE, 15.82 FEET NE OF A TACK
 SY3592'IN A 6-INCH FIR STUMP, AND 11.87 FEET SE OF A TACK IN A 6-INCH
 SY3592'FIR TREE.
 SY3592
 SY3592                          STATION RECOVERY (1939)
 SY3592
 SY3592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 SY3592'STATION RECOVERED AND FOUND TO BE INTACT.  STATION IS LOCATED IN
 SY3592'THE VICINITY OF RENTON, AREA F, SEC. 35, T. 24, R.5, W LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0347 ***********************************************************************
 SC0347  DESIGNATION -  F 63
 SC0347  PID         -  SC0347
 SC0347  STATE/COUNTY-  WA/WAHKIAKUM
 SC0347  USGS QUAD   -  SKAMOKAWA (1985)
 SC0347
 SC0347                         *CURRENT SURVEY CONTROL
 SC0347  ___________________________________________________________________
 SC0347* NAD 83(1986)-  46 16 48.     (N)    123 27 50.     (W)     SCALED    
 SC0347* NAVD 88     -        12.933  (meters)      42.43   (feet)  ADJUSTED  
 SC0347  ___________________________________________________________________
 SC0347  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SC0347  DYNAMIC HT  -          12.934 (meters)      42.43  (feet)  COMP
 SC0347  MODELED GRAV-     980,736.1   (mgal)                       NAVD 88
 SC0347
 SC0347  VERT ORDER  -  SECOND    CLASS 0
 SC0347
 SC0347.The horizontal coordinates were scaled from a topographic map and have
 SC0347.an estimated accuracy of +/- 6 seconds.
 SC0347
 SC0347.The orthometric height was determined by differential leveling
 SC0347.and adjusted by the National Geodetic Survey in June 1991..
 SC0347
 SC0347.The geoid height was determined by GEOID03.
 SC0347
 SC0347.The dynamic height is computed by dividing the NAVD 88
 SC0347.geopotential number by the normal gravity value computed on the
 SC0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0347.degrees latitude (g = 980.6199 gals.).
 SC0347
 SC0347.The modeled gravity was interpolated from observed gravity values.
 SC0347
 SC0347;                    North         East    Units  Estimated Accuracy
 SC0347;SPC WA S     -   109,510.      271,640.      MT  (+/- 180 meters Scaled)
 SC0347
 SC0347                          SUPERSEDED SURVEY CONTROL
 SC0347
 SC0347  NGVD 29 (??/??/92)   11.99   (m)           39.3    (f) COMPUTED    2 0
 SC0347
 SC0347.Superseded values are not recommended for survey control.
 SC0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0347.See file dsdata.txt to determine how the superseded data were derived.
 SC0347
 SC0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS642252(NAD 83)
 SC0347_MARKER: DB = BENCH MARK DISK
 SC0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0347_STAMPING: F-63 1934
 SC0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0347+STABILITY: SURFACE MOTION
 SC0347
 SC0347  HISTORY     - Date     Condition        Report By
 SC0347  HISTORY     - 1934     MONUMENTED       CGS
 SC0347  HISTORY     - 1936     GOOD             NGS
 SC0347
 SC0347                          STATION DESCRIPTION
 SC0347
 SC0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SC0347'1.2 MI NW FROM SKAMOKAWA.
 SC0347'1.2 MILES NORTHWEST OF SKAMOKAWA, ALONG U.S. HWY 830, FROM DOCK HOTEL.
 SC0347'ABOUT .15 MILE SOUTHEAST OF INTERSECTION OF HWY WITH ABANDONED
 SC0347'RAILROAD.  65 FT. NORTH OF CENTER LINE VEHICLE ENTRANCE, LEADING EAST
 SC0347'FROM HWY TO TWO STORY FRAME HOUSE OWNED BY OSCAR NORTH. 25 FT. EAST OF
 SC0347'CENTERLINE OF U.S. HWY 830.  19 FT. NORTH OF NORTH CORNER OF VEHICLE
 SC0347'GARAGE.  12 FT. WEST OF RIGHT OF WAY FENCE LINE.  A BRONZE DISC SET IN
 SC0347'TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0274 ***********************************************************************
 SC0274  FBN         -  This is a Federal Base Network Control Station.
 SC0274  DESIGNATION -  F 64
 SC0274  PID         -  SC0274
 SC0274  STATE/COUNTY-  WA/LEWIS
 SC0274  USGS QUAD   -  DOTY (1994)
 SC0274
 SC0274                         *CURRENT SURVEY CONTROL
 SC0274  ___________________________________________________________________
 SC0274* NAD 83(1998)-  46 37 52.78865(N)    123 16 30.92762(W)     ADJUSTED  
 SC0274* NAVD 88     -        98.344  (meters)     322.65   (feet)  ADJUSTED  
 SC0274  ___________________________________________________________________
 SC0274  X           -  -2,407,322.057 (meters)                     COMP
 SC0274  Y           -  -3,668,248.678 (meters)                     COMP
 SC0274  Z           -   4,613,773.644 (meters)                     COMP
 SC0274  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 SC0274  ELLIP HEIGHT-          77.20  (meters)          (03/21/00) GPS OBS
 SC0274  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 SC0274  DYNAMIC HT  -          98.357 (meters)     322.69  (feet)  COMP
 SC0274  MODELED GRAV-     980,751.3   (mgal)                       NAVD 88
 SC0274
 SC0274  HORZ ORDER  -  A
 SC0274  VERT ORDER  -  SECOND    CLASS 0
 SC0274  ELLP ORDER  -  THIRD     CLASS II
 SC0274
 SC0274.The horizontal coordinates were established by GPS observations
 SC0274.and adjusted by the National Geodetic Survey in March 2000..
 SC0274.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC0274.DATUM ITEM on the data sheet items page.
 SC0274
 SC0274.The orthometric height was determined by differential leveling
 SC0274.and adjusted by the National Geodetic Survey in June 1991..
 SC0274
 SC0274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC0274
 SC0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0274
 SC0274.The ellipsoidal height was determined by GPS observations
 SC0274.and is referenced to NAD 83.
 SC0274
 SC0274.The geoid height was determined by GEOID03.
 SC0274
 SC0274.The dynamic height is computed by dividing the NAVD 88
 SC0274.geopotential number by the normal gravity value computed on the
 SC0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0274.degrees latitude (g = 980.6199 gals.).
 SC0274
 SC0274.The modeled gravity was interpolated from observed gravity values.
 SC0274
 SC0274;                    North         East     Units Scale Factor Converg.
 SC0274;SPC WA S     -   148,010.327   287,539.444   MT  0.99991492   -2 00 57.4
 SC0274;SPC WA S     -   485,597.21    943,368.99   sFT  0.99991492   -2 00 57.4
 SC0274;UTM  10      - 5,164,233.288   478,929.873   MT  0.99960546   -0 12 00.4
 SC0274
 SC0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0274!SPC WA S     -   0.99998790  x   0.99991492  =   0.99990282
 SC0274!UTM  10      -   0.99998790  x   0.99960546  =   0.99959336
 SC0274
 SC0274                          SUPERSEDED SURVEY CONTROL
 SC0274
 SC0274  NAD 83(1991)-  46 37 52.78664(N)    123 16 30.92807(W) AD(       ) B
 SC0274  ELLIP H (05/29/91)   77.36   (m)                       GP(       ) 4 1
 SC0274  NAVD 88 (11/01/99)   98.34   (m)          322.6    (f) LEVELING    3  
 SC0274  NGVD 29 (??/??/92)   97.310  (m)          319.26   (f) ADJ UNCH    2 0
 SC0274
 SC0274.Superseded values are not recommended for survey control.
 SC0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0274.See file dsdata.txt to determine how the superseded data were derived.
 SC0274
 SC0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS7893064233(NAD 83)
 SC0274_MARKER: DB = BENCH MARK DISK
 SC0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0274_SP_SET: CONCRETE POST
 SC0274_STAMPING: F 64 1934
 SC0274_MARK LOGO: CGS   
 SC0274_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0274+STABILITY: SURFACE MOTION
 SC0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC0274+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2004
 SC0274
 SC0274  HISTORY     - Date     Condition        Report By
 SC0274  HISTORY     - 1934     MONUMENTED       CGS
 SC0274  HISTORY     - 1984     GOOD             USGS
 SC0274  HISTORY     - 1988     GOOD             USPSQD
 SC0274  HISTORY     - 1989     GOOD             USPSQD
 SC0274  HISTORY     - 19890922 GOOD             NGS
 SC0274  HISTORY     - 19910207 GOOD
 SC0274  HISTORY     - 19980429 GOOD             WA-041
 SC0274  HISTORY     - 20040226 GOOD             FORSUR
 SC0274
 SC0274                          STATION DESCRIPTION
 SC0274
 SC0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SC0274'4.8 MI NE FROM PE ELL.
 SC0274'4.8 MI. N. E. ALONG THE N. P. RR FROM RR. STATION ALONG THE RIGHT OF
 SC0274'WAY OF THE NORTHERN PACIFIC RAILROAD.  6 1/2 RAIL LENGTHS SOUTH WEST
 SC0274'OF THE SIGN BOARD MARKED DOTY, 1 1/2 RAIL LENGTHS SOUTH WEST OF PUBLIC
 SC0274'CROSSING, 46 FEET NORTH WEST OF THE TRACK, 6 FEET SOUTH WEST OF THE
 SC0274'EAST CORNER OF THE FIELD FENCE, AND 1 FOOT SOUTH EAST OF FENCE.
 SC0274
 SC0274                          STATION RECOVERY (1984)
 SC0274
 SC0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 SC0274'REVISED: 4.8 MILES NORTHEAST ALONG BURLINGTON NORTHERN RAILROAD FROM
 SC0274'ABANDON RAILROAD STATION AT PE ELL, LEWIS CO. 46 FEET NORTH AND 39
 SC0274'FEET WEST OF CENTERLINE ROAD (LEADING TO DOTY) AND RAILROAD 18 FEET
 SC0274'WEST AND 9 FEET NORTH OF METAL FENCE CORNER (INSIDE FIELD). A
 SC0274'STANDARD DISK, STAMPED F 64 1934 AND SET IN THE TOP OF A CONCRETE
 SC0274'POST.
 SC0274
 SC0274                          STATION RECOVERY (1988)
 SC0274
 SC0274'RECOVERY NOTE BY US POWER SQUADRON 1988 (CMS)
 SC0274'RECOVERED IN GOOD CONDITION.
 SC0274
 SC0274                          STATION RECOVERY (1989)
 SC0274
 SC0274'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRT)
 SC0274'RECOVERED IN GOOD CONDITION.
 SC0274
 SC0274                          STATION RECOVERY (1989)
 SC0274
 SC0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SC0274'THE STATION IS LOCATED ABOUT 48.3 KM (30.0 MI) NORTH-NORTHEAST OF
 SC0274'CATHLAMET, 24.1 KM (15.0 MI) WEST OF CHEHALIS, 20.9 KM (13.0 MI)
 SC0274'NORTHEAST OF FRANCIS AND AT DOTY ON RAILROAD RIGHT-OF-WAY.
 SC0274'TO REACH FROM THE POST OFFICE IN DOTY, GO WEST ON STEVENS ROAD FOR
 SC0274'0.80 KM (0.50 MI) TO A RAILROAD CROSSING AND THE STATION JUST BEFORE
 SC0274'REACHING STATE ROUTE 6.
 SC0274'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SC0274'WITH THE GROUND SURFACE.  IT IS 14.0 M (45.9 FT) NORTHEAST OF THE
 SC0274'NORTHEAST RAIL, 6.7 M (22.0 FT) NORTH OF A FENCE AND 2.0 M (6.6 FT)
 SC0274'NORTHEAST OF A WITNESS POST.
 SC0274
 SC0274                          STATION RECOVERY (1991)
 SC0274
 SC0274'RECOVERED 1991
 SC0274'RECOVERED IN GOOD CONDITION.
 SC0274
 SC0274                          STATION RECOVERY (1998)
 SC0274
 SC0274'RECOVERY NOTE BY LEWIS COUNTY WASHINGTON 1998 (RW)
 SC0274'RECOVERED AS DESCRIBED BUT RAILROAD TRACKS IN DESCRIPTION HAVE BEEN
 SC0274'REMOVED AND MARK IS NORTHWEST OF THE WITNESS POST.
 SC0274
 SC0274                          STATION RECOVERY (2004)
 SC0274
 SC0274'RECOVERY NOTE BY FORESIGHT SURVEYING INC 2004
 SC0274'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0239 ***********************************************************************
 SC0239  DESIGNATION -  F 65
 SC0239  PID         -  SC0239
 SC0239  STATE/COUNTY-  WA/LEWIS
 SC0239  USGS QUAD   -  ONALASKA (1993)
 SC0239
 SC0239                         *CURRENT SURVEY CONTROL
 SC0239  ___________________________________________________________________
 SC0239* NAD 83(1986)-  46 31 55.     (N)    122 42 10.     (W)     SCALED    
 SC0239* NAVD 88     -       163.808  (meters)     537.43   (feet)  ADJUSTED  
 SC0239  ___________________________________________________________________
 SC0239  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 SC0239  DYNAMIC HT  -         163.818 (meters)     537.46  (feet)  COMP
 SC0239  MODELED GRAV-     980,673.8   (mgal)                       NAVD 88
 SC0239
 SC0239  VERT ORDER  -  SECOND    CLASS 0
 SC0239
 SC0239.The horizontal coordinates were scaled from a topographic map and have
 SC0239.an estimated accuracy of +/- 6 seconds.
 SC0239
 SC0239.The orthometric height was determined by differential leveling
 SC0239.and adjusted by the National Geodetic Survey in June 1991..
 SC0239
 SC0239.The geoid height was determined by GEOID03.
 SC0239
 SC0239.The dynamic height is computed by dividing the NAVD 88
 SC0239.geopotential number by the normal gravity value computed on the
 SC0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0239.degrees latitude (g = 980.6199 gals.).
 SC0239
 SC0239.The modeled gravity was interpolated from observed gravity values.
 SC0239
 SC0239;                    North         East    Units  Estimated Accuracy
 SC0239;SPC WA S     -   135,590.      331,040.      MT  (+/- 180 meters Scaled)
 SC0239
 SC0239                          SUPERSEDED SURVEY CONTROL
 SC0239
 SC0239  NGVD 29 (??/??/92)  162.745  (m)          533.94   (f) ADJ UNCH    2 0
 SC0239
 SC0239.Superseded values are not recommended for survey control.
 SC0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0239.See file dsdata.txt to determine how the superseded data were derived.
 SC0239
 SC0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES227531(NAD 83)
 SC0239_MARKER: DB = BENCH MARK DISK
 SC0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0239_STAMPING: F 65 1934
 SC0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0239+STABILITY: SURFACE MOTION
 SC0239
 SC0239  HISTORY     - Date     Condition        Report By
 SC0239  HISTORY     - 1934     MONUMENTED       CGS
 SC0239  HISTORY     - 1964     GOOD             NGS
 SC0239  HISTORY     - 1981     MARK NOT FOUND   USGS
 SC0239
 SC0239                          STATION DESCRIPTION
 SC0239
 SC0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SC0239'3.7 MI W FROM SALKUM.
 SC0239'THE MARK IS 3.7 MILES WEST OF SALKUM POST OFFICE, 1.8 MILES EAST OF
 SC0239'THE ETHEL POST OFFICE, 31 1/2 FEET NORTH OF THE CENTER LINE OF STATE
 SC0239'HIGHWAY 14, ACROSS THE ROAD FROM AND 29 FEET EAST OF THE EXTENSION OF
 SC0239'THE WEST SIDE OF MR. M.M. PETERSONS FARMHOUSE.  THE MARK IS A STANDARD
 SC0239'DISK, STAMPED F 65 1934 SET IN A SQUARE CONCRETE POST PROJECTING 2
 SC0239'INCHES, 81 1/2 FEET WEST SOUTHWEST OF A POWER POLE WITH A TRANSFORMER,
 SC0239'48 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 21 FEET SOUTHWEST OF THE
 SC0239'WEST END OF A 30-INCH CONCRETE PIPE UNDER THE DRIVEWAY INTO MR.
 SC0239'PETERSONS BARNYARD, AND 18 INCHES LOWER THAN THE SURFACE OF THE ROAD.
 SC0239
 SC0239                          STATION RECOVERY (1981)
 SC0239
 SC0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SC0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0013 ***********************************************************************
 SC0013  DESIGNATION -  F 66
 SC0013  PID         -  SC0013
 SC0013  STATE/COUNTY-  WA/PIERCE
 SC0013  USGS QUAD   -  ELBE (1993)
 SC0013
 SC0013                         *CURRENT SURVEY CONTROL
 SC0013  ___________________________________________________________________
 SC0013* NAD 83(1986)-  46 45 50.     (N)    122 11 38.     (W)     SCALED    
 SC0013* NAVD 88     -       370.265  (meters)    1214.78   (feet)  ADJUSTED  
 SC0013  ___________________________________________________________________
 SC0013  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 SC0013  DYNAMIC HT  -         370.277 (meters)    1214.82  (feet)  COMP
 SC0013  MODELED GRAV-     980,635.6   (mgal)                       NAVD 88
 SC0013
 SC0013  VERT ORDER  -  SECOND    CLASS 0
 SC0013
 SC0013.The horizontal coordinates were scaled from a topographic map and have
 SC0013.an estimated accuracy of +/- 6 seconds.
 SC0013
 SC0013.The orthometric height was determined by differential leveling
 SC0013.and adjusted by the National Geodetic Survey in June 1991..
 SC0013
 SC0013.The geoid height was determined by GEOID03.
 SC0013
 SC0013.The dynamic height is computed by dividing the NAVD 88
 SC0013.geopotential number by the normal gravity value computed on the
 SC0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0013.degrees latitude (g = 980.6199 gals.).
 SC0013
 SC0013.The modeled gravity was interpolated from observed gravity values.
 SC0013
 SC0013;                    North         East    Units  Estimated Accuracy
 SC0013;SPC WA S     -   160,400.      370,620.      MT  (+/- 180 meters Scaled)
 SC0013
 SC0013                          SUPERSEDED SURVEY CONTROL
 SC0013
 SC0013  NGVD 29 (??/??/92)  369.200  (m)         1211.28   (f) ADJ UNCH    2 0
 SC0013
 SC0013.Superseded values are not recommended for survey control.
 SC0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0013.See file dsdata.txt to determine how the superseded data were derived.
 SC0013
 SC0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES615792(NAD 83)
 SC0013_MARKER: DB = BENCH MARK DISK
 SC0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0013_SP_SET: CONCRETE POST
 SC0013_STAMPING: F 66 1934
 SC0013_MARK LOGO: CGS   
 SC0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0013+STABILITY: SURFACE MOTION
 SC0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SC0013+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1989
 SC0013
 SC0013  HISTORY     - Date     Condition        Report By
 SC0013  HISTORY     - 1934     MONUMENTED       CGS
 SC0013  HISTORY     - 1961     GOOD             NGS
 SC0013  HISTORY     - 19890912 GOOD             NGS
 SC0013
 SC0013                          STATION DESCRIPTION
 SC0013
 SC0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SC0013'IN ELBE.
 SC0013'AT ELBE, PIERCE COUNTY, ON STATE HIGHWAY 5, 22 YARDS EAST OF THE
 SC0013'SOUTHEAST CORNER OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SC0013'RAILROAD STATION, 25.5 FEET SOUTH OF THE NORTHWEST CORNER OF W.G.
 SC0013'DRUSSELL YARD (IN 1934), AND 28.5 FEET EAST OF THE CENTERLINE OF THE
 SC0013'HIGHWAY.  A STANDARD DISK, STAMPED F 66 1934 AND SET IN THE TOP OF A
 SC0013'CONCRETE POST.  NOTE-- ENCLOSED IN A 4 IN. DRAIN TILE IN A LAWN.
 SC0013
 SC0013                          STATION RECOVERY (1989)
 SC0013
 SC0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SC0013'THE STATION IS LOCATED ABOUT 27.3 KM (17.0 MI) NORH OF MORTON, 22.5 KM
 SC0013'(14.0 MI) WEST OF MOUNT RAINIER NATIONAL PARK, 16.1 KM (10.0 MI)
 SC0013'SOUTH OF LA GRANDE AND AT ELBE.
 SC0013'TO REACH FROM THE POST OFFICE IN ELBE, GO SOUTHEAST ON STATE ROUTE 7
 SC0013'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 SC0013'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 SC0013'RECESSED 20 CM (8 INCHES) BELOW THE GROUND SURFACE, ACCESS IS THROUGH
 SC0013'A 4-INCH CONCRETE TILE THAT PROJECTS 10 CM (4 INCHES) ABOVE THE
 SC0013'GROUND SURFACE.  IT IS 8.5 M (27.9 FT) EAST OF THE CENTER OF STATE
 SC0013'ROUTE 7, 7.6 M (24.9 FT) SOUTH OF A PROPERTY CORNER AND 0.3 M
 SC0013'(1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0798 ***********************************************************************
 SX0798  DESIGNATION -  F 67
 SX0798  PID         -  SX0798
 SX0798  STATE/COUNTY-  WA/KING
 SX0798  USGS QUAD   -  NORTH BEND (1993)
 SX0798
 SX0798                         *CURRENT SURVEY CONTROL
 SX0798  ___________________________________________________________________
 SX0798* NAD 83(1986)-  47 23 36.     (N)    121 50 46.     (W)     SCALED    
 SX0798* NAVD 88     -       251.038  (meters)     823.61   (feet)  ADJUSTED  
 SX0798  ___________________________________________________________________
 SX0798  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SX0798  DYNAMIC HT  -         251.060 (meters)     823.69  (feet)  COMP
 SX0798  MODELED GRAV-     980,695.5   (mgal)                       NAVD 88
 SX0798
 SX0798  VERT ORDER  -  SECOND    CLASS 0
 SX0798
 SX0798.The horizontal coordinates were scaled from a topographic map and have
 SX0798.an estimated accuracy of +/- 6 seconds.
 SX0798
 SX0798.The orthometric height was determined by differential leveling
 SX0798.and adjusted by the National Geodetic Survey in June 1991..
 SX0798
 SX0798.The geoid height was determined by GEOID03.
 SX0798
 SX0798.The dynamic height is computed by dividing the NAVD 88
 SX0798.geopotential number by the normal gravity value computed on the
 SX0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0798.degrees latitude (g = 980.6199 gals.).
 SX0798
 SX0798.The modeled gravity was interpolated from observed gravity values.
 SX0798
 SX0798;                    North         East    Units  Estimated Accuracy
 SX0798;SPC WA N     -    44,240.      423,540.      MT  (+/- 180 meters Scaled)
 SX0798
 SX0798                          SUPERSEDED SURVEY CONTROL
 SX0798
 SX0798  NGVD 29 (??/??/92)  249.941  (m)          820.01   (f) ADJ UNCH    2 0
 SX0798
 SX0798.Superseded values are not recommended for survey control.
 SX0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0798.See file dsdata.txt to determine how the superseded data were derived.
 SX0798
 SX0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET870495(NAD 83)
 SX0798_MARKER: DB = BENCH MARK DISK
 SX0798_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SX0798_SP_SET: FOUNDATION
 SX0798_STAMPING: F 67 1934
 SX0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SX0798
 SX0798  HISTORY     - Date     Condition        Report By
 SX0798  HISTORY     - 1934     MONUMENTED       CGS
 SX0798  HISTORY     - 1954     GOOD             NGS
 SX0798  HISTORY     - 1966     GOOD             NGS
 SX0798
 SX0798                          STATION DESCRIPTION
 SX0798
 SX0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 SX0798'4.0 MI SW FROM CEDAR FALLS.
 SX0798'4.0 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SX0798'RAILROAD FROM CEDAR FALLS, KING COUNTY, AT BAGLEY JUNCTION, 18 RAILS
 SX0798'SOUTHWEST OF MILE POST 2141, 89.6 FEET NORTHEAST OF A SIGN BAGLEY
 SX0798'JUNCTION, 49.5 FEET NORTH OF A SWITCH STAND, 44.5 FEET NORTHEAST OF A
 SX0798'TELEPHONE SWITCH BOX, 7.7 FEET EAST OF THE EAST TRACK. A STANDARD DISK
 SX0798'CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION 2 FEET BY 3 FEET IN
 SX0798'WIDTH AND LENGTH, IN THE SOUTH FACE OF THE FOUNDATION AND 3 INCHES
 SX0798'ABOVE THE SURFACE OF THE GROUND.
 SX0798
 SX0798                          STATION RECOVERY (1966)
 SX0798
 SX0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SX0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0164 ***********************************************************************
 SX0164  DESIGNATION -  F 68
 SX0164  PID         -  SX0164
 SX0164  STATE/COUNTY-  WA/KITTITAS
 SX0164  USGS QUAD   -  COLOCKUM PASS SW (1983)
 SX0164
 SX0164                         *CURRENT SURVEY CONTROL
 SX0164  ___________________________________________________________________
 SX0164* NAD 83(1986)-  47 02 39.     (N)    120 26 07.     (W)     SCALED    
 SX0164* NAVD 88     -       580.044  (meters)    1903.03   (feet)  ADJUSTED  
 SX0164  ___________________________________________________________________
 SX0164  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 SX0164  DYNAMIC HT  -         580.043 (meters)    1903.02  (feet)  COMP
 SX0164  MODELED GRAV-     980,593.9   (mgal)                       NAVD 88
 SX0164
 SX0164  VERT ORDER  -  SECOND    CLASS 0
 SX0164
 SX0164.The horizontal coordinates were scaled from a topographic map and have
 SX0164.an estimated accuracy of +/- 6 seconds.
 SX0164
 SX0164.The orthometric height was determined by differential leveling
 SX0164.and adjusted by the National Geodetic Survey in June 1991..
 SX0164
 SX0164.The geoid height was determined by GEOID03.
 SX0164
 SX0164.The dynamic height is computed by dividing the NAVD 88
 SX0164.geopotential number by the normal gravity value computed on the
 SX0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0164.degrees latitude (g = 980.6199 gals.).
 SX0164
 SX0164.The modeled gravity was interpolated from observed gravity values.
 SX0164
 SX0164;                    North         East    Units  Estimated Accuracy
 SX0164;SPC WA S     -   190,170.      504,920.      MT  (+/- 180 meters Scaled)
 SX0164
 SX0164                          SUPERSEDED SURVEY CONTROL
 SX0164
 SX0164  NGVD 29 (??/??/92)  578.917  (m)         1899.33   (f) ADJ UNCH    2 0
 SX0164
 SX0164.Superseded values are not recommended for survey control.
 SX0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0164.See file dsdata.txt to determine how the superseded data were derived.
 SX0164
 SX0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT948132(NAD 83)
 SX0164_MARKER: DB = BENCH MARK DISK
 SX0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0164_SP_SET: CONCRETE WEIR
 SX0164_STAMPING: F 68 1934
 SX0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0164
 SX0164  HISTORY     - Date     Condition        Report By
 SX0164  HISTORY     - 1934     MONUMENTED       CGS
 SX0164  HISTORY     - 1949     GOOD             NGS
 SX0164  HISTORY     - 1964     GOOD             DOD
 SX0164
 SX0164                          STATION DESCRIPTION
 SX0164
 SX0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0164'8.0 MI NE FROM ELLENSBURG.
 SX0164'8.0 MILES NORTHEAST ALONG THE COLUCKUM PASS ROAD FROM THE POST OFFICE
 SX0164'AT ELLENSBURG, 106 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF FAIRVIEW
 SX0164'HALL, AT THE INTERSECTION OF FAIRVIEW ROAD, IN THE TOP OF A CONCRETE
 SX0164'WEIR OF AN IRRIGATION DITCH, 89 FEET SOUTHEAST OF THE CENTER OF THE
 SX0164'INTERSECTION, 35 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1
 SX0164'FOOT HIGHER THAN THE ROAD.
 SX0164
 SX0164                          STATION RECOVERY (1964)
 SX0164
 SX0164'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1964
 SX0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0257 ***********************************************************************
 TP0257  DESIGNATION -  F 68
 TP0257  PID         -  TP0257
 TP0257  STATE/COUNTY-  WA/FERRY
 TP0257  USGS QUAD   -  VULCAN MOUNTAIN (1992)
 TP0257
 TP0257                         *CURRENT SURVEY CONTROL
 TP0257  ___________________________________________________________________
 TP0257* NAD 83(1986)-  48 53 03.     (N)    118 38 18.     (W)     SCALED    
 TP0257* NAVD 88     -       548.07   (+/-2cm)    1798.1    (feet)  VERTCON   
 TP0257  ___________________________________________________________________
 TP0257  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TP0257
 TP0257  VERT ORDER  -  ? (See Below)
 TP0257
 TP0257.The horizontal coordinates were scaled from a topographic map and have
 TP0257.an estimated accuracy of +/- 6 seconds.
 TP0257
 TP0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0257.The vertical order pertains to the NGVD 29 superseded value.
 TP0257
 TP0257.The geoid height was determined by GEOID03.
 TP0257
 TP0257;                    North         East    Units  Estimated Accuracy
 TP0257;SPC WA N     -   211,790.      660,970.      MT  (+/- 180 meters Scaled)
 TP0257
 TP0257                          SUPERSEDED SURVEY CONTROL
 TP0257
 TP0257  NGVD 29 (??/??/92)  546.802  (m)         1793.97   (f) ADJ UNCH    ?  
 TP0257
 TP0257.Superseded values are not recommended for survey control.
 TP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0257.See file dsdata.txt to determine how the superseded data were derived.
 TP0257
 TP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ798158(NAD 83)
 TP0257_MARKER: DD = SURVEY DISK
 TP0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP0257_SP_SET: CONCRETE POST
 TP0257_STAMPING: F 68 1940
 TP0257_MARK LOGO: BOR   
 TP0257_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP0257+STABILITY: SURFACE MOTION
 TP0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP0257+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1985
 TP0257
 TP0257  HISTORY     - Date     Condition        Report By
 TP0257  HISTORY     - 1940     MONUMENTED       BOR
 TP0257  HISTORY     - 19850606 GOOD             USGS
 TP0257  HISTORY     - 19850630 GOOD             USGS
 TP0257
 TP0257                          STATION DESCRIPTION
 TP0257
 TP0257'DESCRIBED BY US BUREAU OF RECLAMATION 1940
 TP0257'2.2 MI NW FROM CURLEW.
 TP0257'ABOUT 2.2 MILES NORTHWEST ALONG AN OLD RAILROAD BED (NOW A ROAD) FROM
 TP0257'CURLEW, FERRY COUNTY, 50 FEET NORTHEAST OF AN OLD POLE, 50 FEET EAST
 TP0257'OF THE ROAD, 10 FEET EAST OF TWO DECAYED TREE STUMPS, IN A FENCE LINE,
 TP0257'AND ABOUT 3 FEET LOWER THAN THE ROAD.  A UNITED STATES BUREAU OF
 TP0257'RECLAMATION STANDARD DISK, STAMPED F 68 1940 AND SET IN THE TOP OF A
 TP0257'CONCRETE POST.
 TP0257
 TP0257                          STATION RECOVERY (1985)
 TP0257
 TP0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 TP0257'THE STATION WAS RECOVERED IN GOOD CONDITION, ADD--38.4 M (126.0 FT)
 TP0257'WEST-NORTHWEST OF A FENCE, 27.4 M (89.9 FT) WEST-NORTHWEST OF A FENCE
 TP0257'CORNER, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND ABOUT 0.9 M (3.0
 TP0257'FT) LOWER THAN THE ROADWAY.
 TP0257
 TP0257                          STATION RECOVERY (1985)
 TP0257
 TP0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 TP0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0488 ***********************************************************************
 SW0488  DESIGNATION -  F 69
 SW0488  PID         -  SW0488
 SW0488  STATE/COUNTY-  WA/DOUGLAS
 SW0488  USGS QUAD   -  PARK LAKE (1965)
 SW0488
 SW0488                         *CURRENT SURVEY CONTROL
 SW0488  ___________________________________________________________________
 SW0488* NAD 83(1986)-  47 36 36.     (N)    119 29 09.     (W)     SCALED    
 SW0488* NAVD 88     -       723.516  (meters)    2373.74   (feet)  ADJUSTED  
 SW0488  ___________________________________________________________________
 SW0488  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 SW0488  DYNAMIC HT  -         723.547 (meters)    2373.84  (feet)  COMP
 SW0488  MODELED GRAV-     980,631.6   (mgal)                       NAVD 88
 SW0488
 SW0488  VERT ORDER  -  SECOND    CLASS 0
 SW0488
 SW0488.The horizontal coordinates were scaled from a topographic map and have
 SW0488.an estimated accuracy of +/- 6 seconds.
 SW0488
 SW0488.The orthometric height was determined by differential leveling
 SW0488.and adjusted by the National Geodetic Survey in June 1991..
 SW0488
 SW0488.The geoid height was determined by GEOID03.
 SW0488
 SW0488.The dynamic height is computed by dividing the NAVD 88
 SW0488.geopotential number by the normal gravity value computed on the
 SW0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0488.degrees latitude (g = 980.6199 gals.).
 SW0488
 SW0488.The modeled gravity was interpolated from observed gravity values.
 SW0488
 SW0488;                    North         East    Units  Estimated Accuracy
 SW0488;SPC WA N     -    68,710.      601,310.      MT  (+/- 180 meters Scaled)
 SW0488
 SW0488                          SUPERSEDED SURVEY CONTROL
 SW0488
 SW0488  NGVD 29 (??/??/92)  722.345  (m)         2369.89   (f) ADJ UNCH    2 0
 SW0488
 SW0488.Superseded values are not recommended for survey control.
 SW0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0488.See file dsdata.txt to determine how the superseded data were derived.
 SW0488
 SW0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN131759(NAD 83)
 SW0488_MARKER: DB = BENCH MARK DISK
 SW0488_SETTING: 0 = UNSPECIFIED SETTING
 SW0488_STAMPING: F 69 1934
 SW0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SW0488
 SW0488  HISTORY     - Date     Condition        Report By
 SW0488  HISTORY     - 1934     MONUMENTED       CGS
 SW0488  HISTORY     - 1959     MARK NOT FOUND   NGS
 SW0488
 SW0488                          STATION DESCRIPTION
 SW0488
 SW0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SW0488'9.7 MI W FROM COULEE CITY.
 SW0488'9.7 MI. WEST OF N.P.RR. STATION ALONG U.S. HWY. 10.  ALONG U.S.
 SW0488'HIGHWAY 10, 38 FEET SOUTH OF THE INTERSECTION OF ROAD TO OKANOGAN, 51
 SW0488'FEET EAST OF SOUTH END OF HIGHWAY CULVERT, 35 FEET WEST OF TELEPHONE
 SW0488'POLE, 25 FEET SOUTH OF HIGHWAY.  NOTE-- LOCATION SEEMS TO INDICATE
 SW0488'THAT BM IS NOW IN A LAKE.
 SW0488
 SW0488                          STATION RECOVERY (1959)
 SW0488
 SW0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SW0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0195 ***********************************************************************
 SW0195  DESIGNATION -  F 70
 SW0195  PID         -  SW0195
 SW0195  STATE/COUNTY-  WA/LINCOLN
 SW0195  USGS QUAD   -  LAMONA (1969)
 SW0195
 SW0195                         *CURRENT SURVEY CONTROL
 SW0195  ___________________________________________________________________
 SW0195* NAD 83(1986)-  47 22 27.     (N)    118 23 43.     (W)     SCALED    
 SW0195* NAVD 88     -       585.538  (meters)    1921.05   (feet)  ADJUSTED  
 SW0195  ___________________________________________________________________
 SW0195  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 SW0195  DYNAMIC HT  -         585.560 (meters)    1921.12  (feet)  COMP
 SW0195  MODELED GRAV-     980,632.1   (mgal)                       NAVD 88
 SW0195
 SW0195  VERT ORDER  -  SECOND    CLASS 0
 SW0195
 SW0195.The horizontal coordinates were scaled from a topographic map and have
 SW0195.an estimated accuracy of +/- 6 seconds.
 SW0195
 SW0195.The orthometric height was determined by differential leveling
 SW0195.and adjusted by the National Geodetic Survey in June 1991..
 SW0195
 SW0195.The geoid height was determined by GEOID03.
 SW0195
 SW0195.The dynamic height is computed by dividing the NAVD 88
 SW0195.geopotential number by the normal gravity value computed on the
 SW0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0195.degrees latitude (g = 980.6199 gals.).
 SW0195
 SW0195.The modeled gravity was interpolated from observed gravity values.
 SW0195
 SW0195;                    North         East    Units  Estimated Accuracy
 SW0195;SPC WA N     -    44,520.      684,100.      MT  (+/- 180 meters Scaled)
 SW0195
 SW0195                          SUPERSEDED SURVEY CONTROL
 SW0195
 SW0195  NGVD 29 (??/??/92)  584.399  (m)         1917.32   (f) ADJ UNCH    2 0
 SW0195
 SW0195.Superseded values are not recommended for survey control.
 SW0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0195.See file dsdata.txt to determine how the superseded data were derived.
 SW0195
 SW0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN946476(NAD 83)
 SW0195_MARKER: DB = BENCH MARK DISK
 SW0195_SETTING: 66 = SET IN ROCK OUTCROP
 SW0195_SP_SET: BEDROCK
 SW0195_STAMPING: F 70 1934
 SW0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0195+STABILITY: POSITION/ELEVATION WELL
 SW0195
 SW0195  HISTORY     - Date     Condition        Report By
 SW0195  HISTORY     - 1934     MONUMENTED       CGS
 SW0195  HISTORY     - 1968     GOOD             NGS
 SW0195
 SW0195                          STATION DESCRIPTION
 SW0195
 SW0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SW0195'IN DOWNS.
 SW0195'THE MARK IS ABOUT 80 YARDS WEST OF THE NORTHEAST ONE OF TWO ELEVATORS
 SW0195'AT DOWNS, ON THE HIGHEST SPOT IN THE IMMEDIATE VICINITY, 85 FEET
 SW0195'NORTHWEST OF THE NORTHWEST RAIL, 18 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 SW0195'FENCE, 18 FEET WEST OF POLE A 81, 6 FEET NORTHEAST OF THE PROJECTED
 SW0195'SOUTHWEST SIDE OF A LONG, LOW CONCRETE BUILDING, 7 FEET NORTHWEST OF A
 SW0195'METAL WITNESS POST.  A STANDARD DISK SET IN BEDROCK WHICH PROJECTS ONE
 SW0195'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1666 ***********************************************************************
 SA1666  DESIGNATION -  F 702
 SA1666  PID         -  SA1666
 SA1666  STATE/COUNTY-  WA/GRANT
 SA1666  USGS QUAD   -  VANTAGE (1978)
 SA1666
 SA1666                         *CURRENT SURVEY CONTROL
 SA1666  ___________________________________________________________________
 SA1666* NAD 83(1986)-  46 55 49.     (N)    119 56 24.     (W)     SCALED    
 SA1666* NAVD 88     -       234.09   (+/-2cm)     768.0    (feet)  VERTCON   
 SA1666  ___________________________________________________________________
 SA1666  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 SA1666
 SA1666  VERT ORDER  -  ? (See Below)
 SA1666
 SA1666.The horizontal coordinates were scaled from a topographic map and have
 SA1666.an estimated accuracy of +/- 6 seconds.
 SA1666
 SA1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1666.The vertical order pertains to the NGVD 29 superseded value.
 SA1666
 SA1666.The geoid height was determined by GEOID03.
 SA1666
 SA1666;                    North         East    Units  Estimated Accuracy
 SA1666;SPC WA S     -   177,650.      542,640.      MT  (+/- 180 meters Scaled)
 SA1666
 SA1666                          SUPERSEDED SURVEY CONTROL
 SA1666
 SA1666  NGVD 29 (??/??/92)  233.000  (m)          764.43   (f) ADJ UNCH    ?  
 SA1666
 SA1666.Superseded values are not recommended for survey control.
 SA1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1666.See file dsdata.txt to determine how the superseded data were derived.
 SA1666
 SA1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN762016(NAD 83)
 SA1666_MARKER: DD = SURVEY DISK
 SA1666_SETTING: 80 = SET IN A BOULDER
 SA1666_SP_SET: BASALT BOULDER
 SA1666_STAMPING: F 702 1937
 SA1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1666+STABILITY: SURFACE MOTION
 SA1666
 SA1666  HISTORY     - Date     Condition        Report By
 SA1666  HISTORY     - 1937     MONUMENTED       BOR
 SA1666  HISTORY     - 1967     MARK NOT FOUND   NGS
 SA1666
 SA1666                          STATION DESCRIPTION
 SA1666
 SA1666'DESCRIBED BY US BUREAU OF RECLAMATION 1937
 SA1666'4.0 MI SE FROM VANTAGE.
 SA1666'IN GRANT COUNTY, 4 MILES SOUTHEAST ALONG A ROAD FROM VANTAGE, KITTITAS
 SA1666'COUNTY, IN THE CANYON AT THE MOUTH OF SAND HOLLOW, 5 FEET NORTH OF THE
 SA1666'CENTER LINE OF THE ROAD, AND IN THE TOP OF A 5- BY 5-FOOT BASALT
 SA1666'BOULDER.  A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK, STAMPED
 SA1666'F 702 1937.
 SA1666
 SA1666                          STATION RECOVERY (1967)
 SA1666
 SA1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0184 ***********************************************************************
 SX0184  DESIGNATION -  F 71
 SX0184  PID         -  SX0184
 SX0184  STATE/COUNTY-  WA/CHELAN
 SX0184  USGS QUAD   -  MALAGA (1975)
 SX0184
 SX0184                         *CURRENT SURVEY CONTROL
 SX0184  ___________________________________________________________________
 SX0184* NAD 83(1986)-  47 17 05.     (N)    120 10 04.     (W)     SCALED    
 SX0184* NAVD 88     -       468.614  (meters)    1537.44   (feet)  ADJUSTED  
 SX0184  ___________________________________________________________________
 SX0184  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 SX0184  DYNAMIC HT  -         468.632 (meters)    1537.50  (feet)  COMP
 SX0184  MODELED GRAV-     980,638.1   (mgal)                       NAVD 88
 SX0184
 SX0184  VERT ORDER  -  SECOND    CLASS 0
 SX0184
 SX0184.The horizontal coordinates were scaled from a topographic map and have
 SX0184.an estimated accuracy of +/- 6 seconds.
 SX0184
 SX0184.The orthometric height was determined by differential leveling
 SX0184.and adjusted by the National Geodetic Survey in June 1991..
 SX0184
 SX0184.The geoid height was determined by GEOID03.
 SX0184
 SX0184.The dynamic height is computed by dividing the NAVD 88
 SX0184.geopotential number by the normal gravity value computed on the
 SX0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0184.degrees latitude (g = 980.6199 gals.).
 SX0184
 SX0184.The modeled gravity was interpolated from observed gravity values.
 SX0184
 SX0184;                    North         East    Units  Estimated Accuracy
 SX0184;SPC WA N     -    31,870.      550,350.      MT  (+/- 180 meters Scaled)
 SX0184
 SX0184                          SUPERSEDED SURVEY CONTROL
 SX0184
 SX0184  NGVD 29 (??/??/92)  467.484  (m)         1533.74   (f) ADJ UNCH    2 0
 SX0184
 SX0184.Superseded values are not recommended for survey control.
 SX0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0184.See file dsdata.txt to determine how the superseded data were derived.
 SX0184
 SX0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT141406(NAD 83)
 SX0184_MARKER: DB = BENCH MARK DISK
 SX0184_SETTING: 80 = SET IN A BOULDER
 SX0184_SP_SET: BOULDER
 SX0184_STAMPING: F 71 1935
 SX0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0184+STABILITY: SURFACE MOTION
 SX0184
 SX0184  HISTORY     - Date     Condition        Report By
 SX0184  HISTORY     - 1935     MONUMENTED       CGS
 SX0184  HISTORY     - 1936     GOOD             NGS
 SX0184
 SX0184                          STATION DESCRIPTION
 SX0184
 SX0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SX0184'7.3 MI SW FROM ROCK ISLAND.
 SX0184'IN CHELAN COUNTY, 7.3 MILES SOUTHWEST ALONG THE COLOCKUM PASS ROAD
 SX0184'FROM THE SOUTHEAST END OF ROCK ISLAND DAM NEAR ROCK ISLAND, DOUGLAS
 SX0184'COUNTY, 0.8 MILE NORTHEAST OF THE COLOCKUM SCHOOL, 0.3 MILE NORTHEAST
 SX0184'OF THE GLEN SCROGGIA FARMHOUSE, 0.3 MILE SOUTHWEST OF THE WOODEN
 SX0184'BRIDGE OVER COLOCKUM CREEK, 119 YARDS NORTHEAST OF THE SUMMIT OF A
 SX0184'ROAD OVER A SMALL HILL, 60 FEET EAST OF THE SOUTH END OF A ROAD-CUT
 SX0184'THROUGH A SMALL ROCKY RIDGE, 57 FEET EAST OF THE CENTERLINE OF THE
 SX0184'COLOCKUM PASS ROAD, 2.7 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 SX0184'3-FOOT ROCK CAIRN, IN THE TOP OF A 2- BY 3-FOOT BOULDER, AND FLUSH
 SX0184'WITH THE GROUND.  A STANDARD DISK, STAMPED F 71 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0433 ***********************************************************************
 SW0433  DESIGNATION -  F 72
 SW0433  PID         -  SW0433
 SW0433  STATE/COUNTY-  WA/OKANOGAN
 SW0433  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW0433
 SW0433                         *CURRENT SURVEY CONTROL
 SW0433  ___________________________________________________________________
 SW0433* NAD 83(1986)-  47 58 42.     (N)    118 58 00.     (W)     SCALED    
 SW0433* NAVD 88     -       327.651  (meters)    1074.97   (feet)  ADJUSTED  
 SW0433  ___________________________________________________________________
 SW0433  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 SW0433  DYNAMIC HT  -         327.687 (meters)    1075.09  (feet)  COMP
 SW0433  MODELED GRAV-     980,712.8   (mgal)                       NAVD 88
 SW0433
 SW0433  VERT ORDER  -  FIRST     CLASS II
 SW0433
 SW0433.The horizontal coordinates were scaled from a topographic map and have
 SW0433.an estimated accuracy of +/- 6 seconds.
 SW0433
 SW0433.The orthometric height was determined by differential leveling
 SW0433.and adjusted by the National Geodetic Survey in June 1991..
 SW0433.WARNING-Repeat measurements at this control monument indicate possible
 SW0433.vertical movement.
 SW0433
 SW0433.The geoid height was determined by GEOID03.
 SW0433
 SW0433.The dynamic height is computed by dividing the NAVD 88
 SW0433.geopotential number by the normal gravity value computed on the
 SW0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0433.degrees latitude (g = 980.6199 gals.).
 SW0433
 SW0433.The modeled gravity was interpolated from observed gravity values.
 SW0433
 SW0433;                    North         East    Units  Estimated Accuracy
 SW0433;SPC WA N     -   110,460.      639,340.      MT  (+/- 180 meters Scaled)
 SW0433
 SW0433                          SUPERSEDED SURVEY CONTROL
 SW0433
 SW0433.No superseded survey control is available for this station.
 SW0433
 SW0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP532157(NAD 83)
 SW0433_MARKER: DB = BENCH MARK DISK
 SW0433_SETTING: 80 = SET IN A BOULDER
 SW0433_SP_SET: BOULDER
 SW0433_STAMPING: F 72 1935
 SW0433_MARK LOGO: CGS   
 SW0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0433+STABILITY: SURFACE MOTION
 SW0433
 SW0433  HISTORY     - Date     Condition        Report By
 SW0433  HISTORY     - 1935     MONUMENTED       CGS
 SW0433  HISTORY     - 1947     GOOD             NGS
 SW0433  HISTORY     - 1966     MARK NOT FOUND   NGS
 SW0433  HISTORY     - 1981     GOOD             NGS
 SW0433
 SW0433                          STATION DESCRIPTION
 SW0433
 SW0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 SW0433'1.2 MI N FROM COULEE DAM.
 SW0433'1.2 MILES N ALONG THE NESPELEM HIGHWAY (STATE HIGHWAY 10-A) FROM THE E
 SW0433'END OF THE STEEL BRIDGE IN COULEE DAM, ABOUT 300 FEET N OF A NEW DIRT
 SW0433'ROAD TO THE SE, AND 39 FEET W OF THE CENTERLINE OF THE HIGHWAY. A
 SW0433'STANDARD DISK SET IN THE TOP OF A LARGE BOULDER.  IT IS WITNESSED BY A
 SW0433'WOODEN POST.
 SW0433
 SW0433                          STATION RECOVERY (1966)
 SW0433
 SW0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SW0433'MARK NOT FOUND.
 SW0433
 SW0433                          STATION RECOVERY (1981)
 SW0433
 SW0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0433'1.1 KM (1.0 MI) NORTHEAST ALONG STATE HIGHWAY 155 FROM THE EAST END OF
 SW0433'THE STEEL BRIDGE OVER THE COLUMBIA RIVER AT COULEE DAM, THENCE 0.5 KM
 SW0433'(0.3 MI) NORTHWEST ALONG  CREST DRIVE (OLD NESPELEM HIGHWAY) IN TOP OF
 SW0433'THE HIGHEST POINT OF A 3 BY 4 FOOT VOLCANIC BOULDER PROJECTING 2 FEET
 SW0433'ABOVE THE GROUND, 0. 2 KM (0.1 MI) NORTHWEST OF THE Y JUNCTION OF A
 SW0433'PAVED ROAD, 12.8 METERS (42 FT) SOUTHWEST OF THE CENTERLINE OF THE
 SW0433'DRIVE, 21.7 METERS (71 FT) SOUTH OF THE CENTERLINE OF A PRIVATE DRIVE
 SW0433'LEADING NORTH.
 SW0433'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 SW0433'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0434 ***********************************************************************
 SW0434  DESIGNATION -  F 72 1 BOR
 SW0434  PID         -  SW0434
 SW0434  STATE/COUNTY-  WA/OKANOGAN
 SW0434  USGS QUAD   -  GRAND COULEE DAM (1989)
 SW0434
 SW0434                         *CURRENT SURVEY CONTROL
 SW0434  ___________________________________________________________________
 SW0434* NAD 83(1986)-  47 59 03.     (N)    118 57 44.     (W)     SCALED    
 SW0434* NAVD 88     -       308.050  (meters)    1010.66   (feet)  ADJUSTED  
 SW0434  ___________________________________________________________________
 SW0434  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SW0434  DYNAMIC HT  -         308.084 (meters)    1010.77  (feet)  COMP
 SW0434  MODELED GRAV-     980,714.9   (mgal)                       NAVD 88
 SW0434
 SW0434  VERT ORDER  -  FIRST     CLASS II
 SW0434
 SW0434.The horizontal coordinates were scaled from a topographic map and have
 SW0434.an estimated accuracy of +/- 6 seconds.
 SW0434
 SW0434.The orthometric height was determined by differential leveling
 SW0434.and adjusted by the National Geodetic Survey in June 1991..
 SW0434
 SW0434.The geoid height was determined by GEOID03.
 SW0434
 SW0434.The dynamic height is computed by dividing the NAVD 88
 SW0434.geopotential number by the normal gravity value computed on the
 SW0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0434.degrees latitude (g = 980.6199 gals.).
 SW0434
 SW0434.The modeled gravity was interpolated from observed gravity values.
 SW0434
 SW0434;                    North         East    Units  Estimated Accuracy
 SW0434;SPC WA N     -   111,120.      639,650.      MT  (+/- 180 meters Scaled)
 SW0434
 SW0434                          SUPERSEDED SURVEY CONTROL
 SW0434
 SW0434  NGVD 29 (??/??/92)  306.841  (m)         1006.69   (f) ADJ UNCH    1 2
 SW0434
 SW0434.Superseded values are not recommended for survey control.
 SW0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0434.See file dsdata.txt to determine how the superseded data were derived.
 SW0434
 SW0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP535164(NAD 83)
 SW0434_MARKER: DD = SURVEY DISK
 SW0434_SETTING: 80 = SET IN A BOULDER
 SW0434_SP_SET: BOULDER
 SW0434_STAMPING: F-72-1
 SW0434_MARK LOGO: BOR   
 SW0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0434+STABILITY: SURFACE MOTION
 SW0434
 SW0434  HISTORY     - Date     Condition        Report By
 SW0434  HISTORY     - UNK      MONUMENTED       BOR
 SW0434  HISTORY     - 1966     GOOD             NGS
 SW0434  HISTORY     - 1981     GOOD             NGS
 SW0434
 SW0434                          STATION DESCRIPTION
 SW0434
 SW0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SW0434'1.7 MI N FROM COULEE DAM.
 SW0434'MILEAGE TO THIS AND THE FOLLOWING MARKS IS GIVEN FROM THE INTERSECTION
 SW0434'OF RIVER DRIVE AND ROOSEVELT WAY, AT THE EASTERN END OF THE STEEL
 SW0434'BRIDGE OVER THE COLUMBIA RIVER IN COULEE DAM.  TO REACH, GO NORTH ON
 SW0434'RIVER DRIVE, STATE HIGHWAY 155, FOR 0.2 MILE TO A Y, KEEP LEFT FORK
 SW0434'(OLD HIGHWAY) 1.5 MILES TO THE MARK ON THE LEFT, 25 YARDS WEST OF AND
 SW0434'6 FEET LOWER THAN THE BLACKTOP ROAD.  THE MARK IS A BUREAU OF
 SW0434'RECLAMATION B.M. DISK SET IN A 15 X 30-FOOT BASALT BOULDER WHICH
 SW0434'PROJECTS 10 FEET.  IT IS 40 FEET EAST OF AND 15 FEET HIGHER THAN A
 SW0434'GRAVEL ROAD, AND BETWEEN TWO GRAVEL ROADS WHICH LEAD SOUTHWESTERLY
 SW0434'FROM THE BLACKTOP ROAD.
 SW0434
 SW0434                          STATION RECOVERY (1981)
 SW0434
 SW0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SW0434'1.1 KM (0.7 MI) NORTHEAST ALONG STATE HIGHWAY 155 FROM THE EAST END OF
 SW0434'THE STEEL BRIDGE OVER THE COLUMBIA RIVER AT COULEE DAM, THENCE 1.4 KM
 SW0434'(0.9 MI) NORTHEAST ALONG CREST DRIVE, IN TOP OF THE SOUTHEAST END OF A
 SW0434'15 BY 35 FOOT VOLCANIC BOULDER PROJECTING 12 FEET ABOVE THE GROUND, AT
 SW0434'THE Y JUNCTION OF A GRAVEL ROAD LEADING SOUTH AND ON THE WEST SLOPE OF
 SW0434'THE ROAD, 30 METERS (98.5 FT) WEST OF THE CENTERLINE OF THE DRIVE,
 SW0434'13.5 METERS (44 FT) SOUTHWEST OF A TRANSPOLE WHICH IS AT THE NORTH END
 SW0434'OF A POWER LINE SPUR, 11.6 METERS (38 FT) SOUTH OF THE SOUTH CORNER OF
 SW0434'A CHAIN-LINK FENCE, 22.9 METERS (75 FT) WEST OF THE CENTERLINE OF THE
 SW0434'ROAD.
 SW0434'THE MARK IS 2.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1441 ***********************************************************************
 SA1441  DESIGNATION -  F 75
 SA1441  PID         -  SA1441
 SA1441  STATE/COUNTY-  WA/KLICKITAT
 SA1441  USGS QUAD   -  PROSSER SW (1975)
 SA1441
 SA1441                         *CURRENT SURVEY CONTROL
 SA1441  ___________________________________________________________________
 SA1441* NAD 83(1986)-  46 00 41.     (N)    119 55 46.     (W)     SCALED    
 SA1441* NAVD 88     -       352.208  (meters)    1155.54   (feet)  ADJUSTED  
 SA1441  ___________________________________________________________________
 SA1441  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SA1441  DYNAMIC HT  -         352.199 (meters)    1155.51  (feet)  COMP
 SA1441  MODELED GRAV-     980,580.1   (mgal)                       NAVD 88
 SA1441
 SA1441  VERT ORDER  -  SECOND    CLASS 0
 SA1441
 SA1441.The horizontal coordinates were scaled from a topographic map and have
 SA1441.an estimated accuracy of +/- 6 seconds.
 SA1441
 SA1441.The orthometric height was determined by differential leveling
 SA1441.and adjusted by the National Geodetic Survey in June 1991..
 SA1441
 SA1441.The geoid height was determined by GEOID03.
 SA1441
 SA1441.The dynamic height is computed by dividing the NAVD 88
 SA1441.geopotential number by the normal gravity value computed on the
 SA1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1441.degrees latitude (g = 980.6199 gals.).
 SA1441
 SA1441.The modeled gravity was interpolated from observed gravity values.
 SA1441
 SA1441;                    North         East    Units  Estimated Accuracy
 SA1441;SPC WA S     -    75,530.      544,190.      MT  (+/- 180 meters Scaled)
 SA1441
 SA1441                          SUPERSEDED SURVEY CONTROL
 SA1441
 SA1441  NGVD 29 (??/??/92)  351.171  (m)         1152.13   (f) ADJ UNCH    2 0
 SA1441
 SA1441.Superseded values are not recommended for survey control.
 SA1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1441.See file dsdata.txt to determine how the superseded data were derived.
 SA1441
 SA1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKL732994(NAD 83)
 SA1441_MARKER: DB = BENCH MARK DISK
 SA1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1441_STAMPING: F 75 1934
 SA1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1441+STABILITY: SURFACE MOTION
 SA1441
 SA1441  HISTORY     - Date     Condition        Report By
 SA1441  HISTORY     - 1934     MONUMENTED       CGS
 SA1441  HISTORY     - 1944     GOOD             NGS
 SA1441
 SA1441                          STATION DESCRIPTION
 SA1441
 SA1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SA1441'15.1 MI N FROM ALDERDALE.
 SA1441'LOCATED 15.1 MILES NORTH ALONG THE ALDERDALE-MABTON ROAD FROM THE POST
 SA1441'OFFICE AT ALDERDALE, SET AT THE JUNCTION OF A SIDE ROAD LEADING SOUTH,
 SA1441'34 FEET NORTHEAST OF THE CENTERLINES OF THE ROADS, 25 FEET NORTH OF
 SA1441'THE CENTERLINE OF THE MAIN ROAD, 7 FEET EAST OF THE CORNER FENCE POST,
 SA1441'1 FOOT SOUTH OF FENCE 2 FEET EAST OF REFERENCE POST. BENCH MARK DISK
 SA1441'SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND PROJECTING 0.8
 SA1441'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0649 ***********************************************************************
 RD0649  DESIGNATION -  F 8
 RD0649  PID         -  RD0649
 RD0649  STATE/COUNTY-  WA/COWLITZ
 RD0649  USGS QUAD   -  DEER ISLAND (1990)
 RD0649
 RD0649                         *CURRENT SURVEY CONTROL
 RD0649  ___________________________________________________________________
 RD0649* NAD 83(1986)-  45 57 33.     (N)    122 48 18.     (W)     SCALED    
 RD0649* NAVD 88     -        11.296  (meters)      37.06   (feet)  ADJUSTED  
 RD0649  ___________________________________________________________________
 RD0649  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 RD0649  DYNAMIC HT  -          11.297 (meters)      37.06  (feet)  COMP
 RD0649  MODELED GRAV-     980,660.0   (mgal)                       NAVD 88
 RD0649
 RD0649  VERT ORDER  -  FIRST     CLASS II
 RD0649
 RD0649.The horizontal coordinates were scaled from a topographic map and have
 RD0649.an estimated accuracy of +/- 6 seconds.
 RD0649
 RD0649.The orthometric height was determined by differential leveling
 RD0649.and adjusted by the National Geodetic Survey in June 1991..
 RD0649
 RD0649.The geoid height was determined by GEOID03.
 RD0649
 RD0649.The dynamic height is computed by dividing the NAVD 88
 RD0649.geopotential number by the normal gravity value computed on the
 RD0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0649.degrees latitude (g = 980.6199 gals.).
 RD0649
 RD0649.The modeled gravity was interpolated from observed gravity values.
 RD0649
 RD0649;                    North         East    Units  Estimated Accuracy
 RD0649;SPC WA S     -    72,170.      321,350.      MT  (+/- 180 meters Scaled)
 RD0649
 RD0649                          SUPERSEDED SURVEY CONTROL
 RD0649
 RD0649.No superseded survey control is available for this station.
 RD0649
 RD0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER151895(NAD 83)
 RD0649_MARKER: DD = SURVEY DISK
 RD0649_SETTING: 0 = UNSPECIFIED SETTING
 RD0649_STAMPING: 34 1914 B 8
 RD0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0649
 RD0649  HISTORY     - Date     Condition        Report By
 RD0649  HISTORY     - 1914     MONUMENTED       USGS
 RD0649  HISTORY     - 1935     GOOD             NGS
 RD0649
 RD0649                          STATION DESCRIPTION
 RD0649
 RD0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RD0649'4 MI S FROM KALAMA.
 RD0649'ABOUT 4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM KALAMA,
 RD0649'COWLITZ COUNTY, ABOUT 1/4 MILE NORTH ALONG THE TRACKS FROM THE
 RD0649'ABANDONED STATION SITE AT MARTINS BLUFF, ON A TANGENT BEARING
 RD0649'NORTHWEST AND SOUTHEAST, IN THE TOP OF THE NORTHWEST END OF THE
 RD0649'NORTHEAST PORTAL OF AN UNDERHEAD CONCRETE RAILROAD TUNNEL BELONGING TO
 RD0649'E.I. DUPONT DENEMOURS AND COMPANY AND CONNECTING THEIR DOCK ON THE
 RD0649'COLUMBIA RIVER WITH THEIR POWDER STORAGE MAGAZINES AND YARD.  A UNITES
 RD0649'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 34 1914 B 8, AND SET
 RD0649'ABOUT 1 BELOW THE NORTHERN PACIFIC TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD0650 ***********************************************************************
 RD0650  DESIGNATION -  F 8 RESET
 RD0650  PID         -  RD0650
 RD0650  STATE/COUNTY-  WA/COWLITZ
 RD0650  USGS QUAD   -  DEER ISLAND (1990)
 RD0650
 RD0650                         *CURRENT SURVEY CONTROL
 RD0650  ___________________________________________________________________
 RD0650* NAD 83(1986)-  45 57 33.     (N)    122 48 18.     (W)     SCALED    
 RD0650* NAVD 88     -        11.938  (meters)      39.17   (feet)  ADJUSTED  
 RD0650  ___________________________________________________________________
 RD0650  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 RD0650  DYNAMIC HT  -          11.938 (meters)      39.17  (feet)  COMP
 RD0650  MODELED GRAV-     980,660.0   (mgal)                       NAVD 88
 RD0650
 RD0650  VERT ORDER  -  FIRST     CLASS II
 RD0650
 RD0650.The horizontal coordinates were scaled from a topographic map and have
 RD0650.an estimated accuracy of +/- 6 seconds.
 RD0650
 RD0650.The orthometric height was determined by differential leveling
 RD0650.and adjusted by the National Geodetic Survey in June 1991..
 RD0650
 RD0650.The geoid height was determined by GEOID03.
 RD0650
 RD0650.The dynamic height is computed by dividing the NAVD 88
 RD0650.geopotential number by the normal gravity value computed on the
 RD0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RD0650.degrees latitude (g = 980.6199 gals.).
 RD0650
 RD0650.The modeled gravity was interpolated from observed gravity values.
 RD0650
 RD0650;                    North         East    Units  Estimated Accuracy
 RD0650;SPC WA S     -    72,170.      321,350.      MT  (+/- 180 meters Scaled)
 RD0650
 RD0650                          SUPERSEDED SURVEY CONTROL
 RD0650
 RD0650  NGVD 29 (??/??/92)   11.002  (m)           36.10   (f) ADJ UNCH    1 2
 RD0650
 RD0650.Superseded values are not recommended for survey control.
 RD0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD0650.See file dsdata.txt to determine how the superseded data were derived.
 RD0650
 RD0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER151895(NAD 83)
 RD0650_MARKER: DD = SURVEY DISK
 RD0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RD0650_SP_SET: UNDERPASS
 RD0650_STAMPING: 34 F.T. 1914
 RD0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD0650+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2006
 RD0650
 RD0650  HISTORY     - Date     Condition        Report By
 RD0650  HISTORY     - 1914     MONUMENTED       USGS
 RD0650  HISTORY     - 1971     GOOD             NGS
 RD0650  HISTORY     - 1987     MARK NOT FOUND   NGS
 RD0650  HISTORY     - 20060706 GOOD             USPSQD
 RD0650
 RD0650                          STATION DESCRIPTION
 RD0650
 RD0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 RD0650'4 MI S FROM KALAMA.
 RD0650'4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 RD0650'KALAMA, A U.S. GEOLOGICAL SURVEY STANDARD DISK CEMENTED IN A DRILL
 RD0650'HOLE IN THE NORTHEAST HEADWALL OF A 7 BY 8 FOOT CONCRETE UNDERPASS, 7
 RD0650'FEET EAST OF THE NEAREST RAIL, 1 FOOT LOWER THAN THE RAILROAD TRACKS,
 RD0650'AND 8 INCHES SOUTH OF THE NORTH END OF THE HEADWALL.
 RD0650
 RD0650                          STATION RECOVERY (1987)
 RD0650
 RD0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 RD0650'NOT RECOVERED.  POSSIBLY DESTROYED BY FREEWAY CONSTRUCTION.
 RD0650
 RD0650                          STATION RECOVERY (2006)
 RD0650
 RD0650'RECOVERY NOTE BY US POWER SQUADRON 2006 (PCS)
 RD0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0168 ***********************************************************************
 SY0168  DESIGNATION -  F 80
 SY0168  PID         -  SY0168
 SY0168  STATE/COUNTY-  WA/KING
 SY0168  USGS QUAD   -  AUBURN (1994)
 SY0168
 SY0168                         *CURRENT SURVEY CONTROL
 SY0168  ___________________________________________________________________
 SY0168* NAD 83(1986)-  47 33 37.     (N)    122 11 18.     (W)     SCALED    
 SY0168* NAVD 88     -        20.53   (+/-2cm)      67.4    (feet)  VERTCON   
 SY0168  ___________________________________________________________________
 SY0168  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 SY0168
 SY0168  VERT ORDER  -  ? (See Below)
 SY0168
 SY0168.The horizontal coordinates were scaled from a topographic map and have
 SY0168.an estimated accuracy of +/- 6 seconds.
 SY0168
 SY0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY0168.The vertical order pertains to the NGVD 29 superseded value.
 SY0168
 SY0168.The geoid height was determined by GEOID03.
 SY0168
 SY0168;                    North         East    Units  Estimated Accuracy
 SY0168;SPC WA N     -    63,190.      398,030.      MT  (+/- 180 meters Scaled)
 SY0168
 SY0168                          SUPERSEDED SURVEY CONTROL
 SY0168
 SY0168  NGVD 29 (??/??/??)   19.441  (m)           63.78   (f) ADJUSTED    ?  
 SY0168
 SY0168.Superseded values are not recommended for survey control.
 SY0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0168.See file dsdata.txt to determine how the superseded data were derived.
 SY0168
 SY0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET610677(NAD 83)
 SY0168_MARKER: DD = SURVEY DISK
 SY0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0168+STABILITY: SURFACE MOTION
 SY0168
 SY0168  HISTORY     - Date     Condition        Report By
 SY0168  HISTORY     - UNK      MONUMENTED       WA-033
 SY0168  HISTORY     - 1938     GOOD             CGS
 SY0168  HISTORY     - 1954     MARK NOT FOUND   CGS
 SY0168
 SY0168                          STATION DESCRIPTION
 SY0168
 SY0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 SY0168'IN RENTON.
 SY0168'A STANDARD KING COUNTY BRONZE TABLET SET IN A PRE-CAST CONCRETE
 SY0168'MONUMENT 0.4 FT. BELOW GRADE.  FROM PEDERSEN BROS. GARAGE IN RENTON GO
 SY0168'6 MILES ON RENTON-BELLEVUE PAVED ROAD (EAST LAKE WASH. BLVD.) WALK
 SY0168'WEST FROM PAVEMENT APPROX. 125 FT. TO R.R. GRADE.  STATION LIES ON THE
 SY0168'EAST SHOULDER OF GRADE, 4.40 FT. EAST OF A JOINT IN THE TRACKS, 32.20
 SY0168'FT. WEST OF A TACK IN A GUY POLE, AND 59.15 FT. NW OF A TACK IN A 12
 SY0168'IN. MAPLE TREE.
 SY0168
 SY0168                          STATION RECOVERY (1954)
 SY0168
 SY0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 SY0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0596 ***********************************************************************
 SA0596  DESIGNATION -  F 802
 SA0596  PID         -  SA0596
 SA0596  STATE/COUNTY-  WA/ADAMS
 SA0596  USGS QUAD   -  HATTON NW (1970)
 SA0596
 SA0596                         *CURRENT SURVEY CONTROL
 SA0596  ___________________________________________________________________
 SA0596* NAD 83(1986)-  46 57 45.     (N)    118 53 46.     (W)     SCALED    
 SA0596* NAVD 88     -       383.58   (+/-2cm)    1258.5    (feet)  VERTCON   
 SA0596  ___________________________________________________________________
 SA0596  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 SA0596
 SA0596  VERT ORDER  -  ? (See Below)
 SA0596
 SA0596.The horizontal coordinates were scaled from a topographic map and have
 SA0596.an estimated accuracy of +/- 6 seconds.
 SA0596
 SA0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0596.The vertical order pertains to the NGVD 29 superseded value.
 SA0596
 SA0596.The geoid height was determined by GEOID03.
 SA0596
 SA0596;                    North         East    Units  Estimated Accuracy
 SA0596;SPC WA S     -   182,330.      622,060.      MT  (+/- 180 meters Scaled)
 SA0596
 SA0596                          SUPERSEDED SURVEY CONTROL
 SA0596
 SA0596  NGVD 29 (??/??/92)  382.459  (m)         1254.78   (f) ADJ UNCH    ?  
 SA0596
 SA0596.Superseded values are not recommended for survey control.
 SA0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0596.See file dsdata.txt to determine how the superseded data were derived.
 SA0596
 SA0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN557027(NAD 83)
 SA0596_MARKER: R = RIVET
 SA0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA0596_SP_SET: CONCRETE BASE
 SA0596_STAMPING: F 802
 SA0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA0596
 SA0596  HISTORY     - Date     Condition        Report By
 SA0596  HISTORY     - UNK      MONUMENTED       BOR
 SA0596  HISTORY     - 1936     GOOD             NGS
 SA0596
 SA0596                          STATION DESCRIPTION
 SA0596
 SA0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SA0596'2.3 MI W FROM ROXORO.
 SA0596'2.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SA0596'RAILWAY FROM ROXBORO, 150 FEET EAST OF A ROAD CROSSING, 15 FEET SOUTH
 SA0596'OF THE TRACK, AT SIGNAL 83/4, AND ON THE TOP OF THE SOUTH SIDE OF THE
 SA0596'CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3704 ***********************************************************************
 SY3704  DESIGNATION -  F 85 2
 SY3704  PID         -  SY3704
 SY3704  STATE/COUNTY-  WA/KING
 SY3704  USGS QUAD   -  AUBURN (1994)
 SY3704
 SY3704                         *CURRENT SURVEY CONTROL
 SY3704  ___________________________________________________________________
 SY3704* NAD 83(1991)-  47 33 35.36212(N)    122 09 12.50367(W)     ADJUSTED  
 SY3704* NAVD 88     -       273.3    (meters)     897.     (feet)  VERTCON   
 SY3704  ___________________________________________________________________
 SY3704  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 SY3704  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY3704
 SY3704  HORZ ORDER  -  FIRST
 SY3704
 SY3704.The horizontal coordinates were established by classical geodetic methods
 SY3704.and adjusted by the National Geodetic Survey in December 1991..
 SY3704
 SY3704.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3704
 SY3704.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3704
 SY3704.The geoid height was determined by GEOID03.
 SY3704
 SY3704;                    North         East     Units Scale Factor Converg.
 SY3704;SPC WA N     -    63,094.399   400,654.918   MT  0.99998938   -0 58 58.3
 SY3704;SPC WA N     -   207,002.21  1,314,482.01   sFT  0.99998938   -0 58 58.3
 SY3704;UTM  10      - 5,267,725.433   563,682.173   MT  0.99964984   +0 37 29.1
 SY3704
 SY3704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3704!SPC WA N     -   0.99996082  x   0.99998938  =   0.99995020
 SY3704!UTM  10      -   0.99996082  x   0.99964984  =   0.99961068
 SY3704
 SY3704:                Primary Azimuth Mark                     Grid Az
 SY3704:SPC WA N     -  BELLEVUE DIST 97 N STANDPIPE             019 27 45.4
 SY3704:UTM  10      -  BELLEVUE DIST 97 N STANDPIPE             017 51 18.0
 SY3704
 SY3704|---------------------------------------------------------------------|
 SY3704| PID    Reference Object                     Distance      Geod. Az  |
 SY3704|                                                           dddmmss.s |
 SY3704| SY3576 BELLEVUE DIST 97 N STANDPIPE        APPROX. 6.7 KM 0182847.1 |
 SY3704| SY3698 BERT                                APPROX. 6.5 KM 1932915.8 |
 SY3704| CF6615 F 85 2 RM 2                          32.751 METERS 29106     |
 SY3704| CF6614 F 85 2 RM 1                          27.538 METERS 35749     |
 SY3704|---------------------------------------------------------------------|
 SY3704
 SY3704                          SUPERSEDED SURVEY CONTROL
 SY3704
 SY3704  NAD 83(1986)-  47 33 35.35441(N)    122 09 12.51053(W) AD(       ) 1
 SY3704  NAD 27      -  47 33 35.99577(N)    122 09 08.07512(W) AD(       ) 1
 SY3704  NGVD 29 (07/19/86)  272.2    (m)          893.     (f) VERT ANG       
 SY3704
 SY3704.Superseded values are not recommended for survey control.
 SY3704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3704.See file dsdata.txt to determine how the superseded data were derived.
 SY3704
 SY3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6368267725(NAD 83)
 SY3704_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3704_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3704
 SY3704  HISTORY     - Date     Condition        Report By
 SY3704  HISTORY     - 1973     MONUMENTED       NGS
 SY3704  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY3704  HISTORY     - 1983     GOOD             USPSQD
 SY3704  HISTORY     - 20060712 MARK NOT FOUND   USPSQD
 SY3704
 SY3704                          STATION DESCRIPTION
 SY3704
 SY3704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3704'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HEAVY BRUSH AND
 SY3704'TREES ON LINE.
 SY3704'
 SY3704'THE STATION IS LOCATED IN NE 1/4 SEC 22, T 24 N, R 5 E, ABOUT
 SY3704'4-1/2 MILES SOUTHEAST OF BELLEVUE, 4-1/2 MILES NORTH OF RENTON, AND
 SY3704'3 MILES EAST OF MERCER ISLAND.  THE PROPERTY IS OWNED BY EVERGREEN
 SY3704'LAND DEVELOPERS INC., BELLEVUE, WASHINGTON.  PHONE SH6 8100.
 SY3704'
 SY3704'TO REACH THE STATION FROM EXIT 10 ON INTERSTATE HIGHWAY 405 (COAL
 SY3704'CREEK PKWY EXIT), GO EAST ON COAL CREEK PKWY SE FOR 0.45 MILE TO A
 SY3704'FORK.  TAKE THE LEFT FORK AND GO NORTH ON SE NEWPORT WAY FOR 0.25
 SY3704'MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE ON SE NEWPORT
 SY3704'WAY FOR 0.85 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 SY3704'SOUTH ON SE 42 ST FOR 0.05 MILE TO A T-INTERSECTION.  TURN RIGHT
 SY3704'AND GO WEST AND THEN SOUTH ON SOMERSET BLVD SE FOR 0.8 MILE TO A
 SY3704'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON 139 AVE SE
 SY3704'FOR 0.1 MILE TO A DIM TRACK ROAD ON THE LEFT ACROSS THE
 SY3704'STREET FROM THE HOUSE AT 4715 139 AVE SE.  TURN LEFT AND KEEP
 SY3704'LEFT ON THE TRACK ROAD AND GO EAST UPHILL FOR 0.2 MILE TO THE
 SY3704'STATION ON THE LEFT.
 SY3704'
 SY3704'THE STATION MARK IS A STANDARD DISK STAMPED F 85 2 1973, CEMENTED
 SY3704'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 SY3704'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 25 FEET
 SY3704'SOUTHEAST OF THE CENTER OF THE TRACK ROAD AND 2.9 FEET SOUTHEAST
 SY3704'OF A METAL WITNESS POST WITH A SIGN ATTACHED.  THE UNDERGROUND
 SY3704'STATION MARK DISK IS ALSO STAMPED F 85 2 1973 AND IS 3 FEET
 SY3704'BELOW THE SURFACE OF THE GROUND.
 SY3704'
 SY3704'REFERENCE MARK 1 IS A STANDARD DISK STAMPED F 85 2 NO 1 1973,
 SY3704'CEMENTED IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 SY3704'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 SY3704'87.8 FEET NORTH-NORTHWEST OF A METAL WITNESS POST WITH A SIGN
 SY3704'ATTACHED AND 8 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 SY3704'
 SY3704'REFERENCE MARK 2 IS A STANDARD DISK STAMPED F 85 2 NO 2 1973,
 SY3704'CEMENTED IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 SY3704'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 5 FEET
 SY3704'NORTH OF THE CENTER OF THE TRACK ROAD, 2.8 FEET WEST OF A METAL
 SY3704'WITNESS POST WITH A SIGN ATTACHED, AND ABOUT 10 FEET LOWER IN
 SY3704'ELEVATION THAN THE STATION.
 SY3704'
 SY3704'THERE IS NO SUITABLE PLACE FOR A DISTANT REFERENCE MARK.
 SY3704'
 SY3704'THIS STATION IS IN APPROXIMATELY THE SAME POSITION AS WAS F 85
 SY3704'1938 WHICH HAS BEEN DESTROYED.
 SY3704'
 SY3704'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 SY3704
 SY3704                          STATION RECOVERY (1976)
 SY3704
 SY3704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SY3704'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SY3704'CONDITION.  FOLLOWING DIRECTIONS TO REACH FOLLOW THE SAME ROUTE AS
 SY3704'THOSE IN THE ORIGINAL DESCRIPTION--
 SY3704'
 SY3704'TO REACH FROM EXIT NO. 10 ON INTERSTATE HIGHWAY 5, (COAL CREEK
 SY3704'PKWY EXIT), GO EAST ON COAL CREEK PKWY SE FOR 0.45 MILE TO A Y,
 SY3704'KEEP LEFT ON SE NEWPORT WAY 0.25 MILE, KEEP RIGHT AND FOLLOW SE
 SY3704'NEWPORT WAY 0.65 MILE, TURN RIGHT INTO ENTRANCE TO SOMERSET
 SY3704'HOUSING DEVELOPMENT AND FOLLOW SOMERSET BLVD SOUTH, WEST AND
 SY3704'SOUTH FOR 0.8 MILE TO THE INTERSECTION OF 139TH AVE SE AND SE
 SY3704'SOMERSET BLVD, TURN RIGHT AND GO SOUTH ON 139 AVE. SE FOR 0.1
 SY3704'MILE TO HOUSE NO. 4715 139 AVE SE.  TURN LEFT AND FOLLOW
 SY3704'THE WOODS ROAD EASTERLY 0.2 MILE TO THE STATION ON THE
 SY3704'SOUTHEASTERN PART OF THE SUMMIT OF THE HILL.
 SY3704'
 SY3704'PRESENT PLANS ARE TO BUILD STREETS ON THIS HILL, BUT THE STATION
 SY3704'MARK SHOULD NOT BE DISTURBED UNLESS SOMEONE DECIDES TO BUILD A
 SY3704'HOUSE ON THE LOT.
 SY3704'
 SY3704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3704'4-1/2 MILES NORTH OF RENTON.
 SY3704
 SY3704                          STATION RECOVERY (1983)
 SY3704
 SY3704'RECOVERY NOTE BY US POWER SQUADRON 1983 (GCS)
 SY3704'F 85 2 1973 RECOVERED GOOD.
 SY3704'
 SY3704'RECOVERED IN SE CORNER BACKYARD OF RESIDENCE AT 13945 SE 47TH ST.
 SY3704'FOLLOW DIRECTIONS TO AND ON 139 AVE S.E.  TURN LEFT ON SE 47TH ST.
 SY3704'TO 13945 ON RIGHT.  MARK IS WELL CARED FOR.  RM 1 AND 2 WERE NOT
 SY3704'SEARCHED FOR RIGOROUSLY.  MARKED DOES NOT SEEM DISTURBED.  (WITH
 SY3704'MINOR CLEARING VIEW SOUTH IS OUTSTANDING).
 SY3704
 SY3704                          STATION RECOVERY (2006)
 SY3704
 SY3704'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY3704'BACKYARD AT RESIDENCE SEARCHED, NOT FOUND.  HOMEOWNER INSTALLING NEW
 SY3704'FENCES ON PROPERTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3641 ***********************************************************************
 SY3641  DESIGNATION -  F 85 K CO 1938
 SY3641  PID         -  SY3641
 SY3641  STATE/COUNTY-  WA/KING
 SY3641  USGS QUAD   -  AUBURN (1994)
 SY3641
 SY3641                         *CURRENT SURVEY CONTROL
 SY3641  ___________________________________________________________________
 SY3641* NAD 83(1991)-  47 33 35.36284(N)    122 09 12.49448(W)     ADJUSTED  
 SY3641* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 SY3641  ___________________________________________________________________
 SY3641  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 SY3641  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 SY3641
 SY3641  HORZ ORDER  -  SECOND
 SY3641
 SY3641.The horizontal coordinates were established by classical geodetic methods
 SY3641.and adjusted by the National Geodetic Survey in December 1991..
 SY3641
 SY3641.The orthometric height was scaled from a topographic map.
 SY3641
 SY3641.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3641
 SY3641.The geoid height was determined by GEOID03.
 SY3641
 SY3641;                    North         East     Units Scale Factor Converg.
 SY3641;SPC WA N     -    63,094.418   400,655.111   MT  0.99998938   -0 58 58.3
 SY3641;SPC WA N     -   207,002.27  1,314,482.64   sFT  0.99998938   -0 58 58.3
 SY3641;UTM  10      - 5,267,725.457   563,682.365   MT  0.99964984   +0 37 29.1
 SY3641
 SY3641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3641!SPC WA N     -   0.99996148  x   0.99998938  =   0.99995086
 SY3641!UTM  10      -   0.99996148  x   0.99964984  =   0.99961133
 SY3641
 SY3641                          SUPERSEDED SURVEY CONTROL
 SY3641
 SY3641  NAD 83(1986)-  47 33 35.35533(N)    122 09 12.50135(W) AD(       ) 2
 SY3641  NAD 27      -  47 33 35.99800(N)    122 09 08.06600(W) AD(       ) 2
 SY3641
 SY3641.Superseded values are not recommended for survey control.
 SY3641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3641.See file dsdata.txt to determine how the superseded data were derived.
 SY3641
 SY3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6368267725(NAD 83)
 SY3641_MARKER: Z = SEE DESCRIPTION
 SY3641_SETTING: 0 = UNSPECIFIED SETTING
 SY3641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3641
 SY3641  HISTORY     - Date     Condition        Report By
 SY3641  HISTORY     - 1938     MONUMENTED       WAGS
 SY3641  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SY3641  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY3641
 SY3641                          STATION DESCRIPTION
 SY3641
 SY3641'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1938
 SY3641'THIS TRAVERSE STATION IS MARKED BY A STANDARD STATE SURVEY DISK
 SY3641'SET IN A PRECAST CONCRETE MONUMENT 0.4 FOOT ABOVE SURFACE.
 SY3641'
 SY3641'STATION REACHED AS FOLLOWS--FROM PEDERSEN BROTHERS GARAGE IN
 SY3641'RENTON GO 6.65 MILES ON RENTON-BELLEVUE PAVED ROAD (EAST LAKE
 SY3641'WASHINGTON BOULEVARD) TO HENLENS CORNER.  TURN RIGHT ON OILED
 SY3641'GRAVEL ROAD, GO 0.75 MILE TO FORK IN ROAD, TURN RIGHT, GO 0.25
 SY3641'MILE.  WALK S ON OLD LOGGING ROAD APPROXIMATELY 1/2 MILE TO
 SY3641'STATION F 36 (CENTER LINE OF OLD GRADE).  TURN E, GO ON TRAVERSE
 SY3641'LINE UP LONG STEEP HILL TO TOP.  CONTINUE E ON TOP TO E
 SY3641'SHOULDER.  STATION OVERLOOKS DEED CANYON TO EASTWARD AND IS
 SY3641'60.86 FEET NW OF A TACK IN A 4-INCH FIR TREE, 84.08 FEET SE OF A
 SY3641'TACK IN A 2-FOOT FIR STUMP, AND 51.67 FEET SW OF A TACK IN AN
 SY3641'8-INCH ALDER TREE.
 SY3641
 SY3641                          STATION RECOVERY (1939)
 SY3641
 SY3641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 SY3641'STATION RECOVERED AS DESCRIBED AND FOUND TO BE INTACT.  STATION
 SY3641'LOCATED NEAR N LINE OF T.24, SEC.22, R.5.
 SY3641
 SY3641                          STATION RECOVERY (1973)
 SY3641
 SY3641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY3641'THE STATION WAS FOUND DESTROYED.  F 85 2 WAS ESTABLISHED IN
 SY3641'APPROXIMATELY THE SAME LOCATION AT THIS TIME.
 SY3641'
 SY3641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3641'4-1/2 MILES SE OF BELLEVUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0211 ***********************************************************************
 SC0211  DESIGNATION -  F 9
 SC0211  PID         -  SC0211
 SC0211  STATE/COUNTY-  WA/LEWIS
 SC0211  USGS QUAD   -  CENTRALIA (1993)
 SC0211
 SC0211                         *CURRENT SURVEY CONTROL
 SC0211  ___________________________________________________________________
 SC0211* NAD 83(1986)-  46 43 05.     (N)    122 57 12.     (W)     SCALED    
 SC0211* NAVD 88     -        57.919  (meters)     190.02   (feet)  POSTED    
 SC0211  ___________________________________________________________________
 SC0211  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SC0211  DYNAMIC HT  -          57.930 (meters)     190.06  (feet)  COMP
 SC0211  MODELED GRAV-     980,755.8   (mgal)                       NAVD 88
 SC0211
 SC0211  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SC0211
 SC0211.The horizontal coordinates were scaled from a topographic map and have
 SC0211.an estimated accuracy of +/- 6 seconds.
 SC0211
 SC0211.The orthometric height was determined by differential leveling
 SC0211.and adjusted by the National Geodetic Survey in 1992..
 SC0211.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SC0211.rate of 2.1 thru 3.0 mm/km.
 SC0211
 SC0211.The geoid height was determined by GEOID03.
 SC0211
 SC0211.The dynamic height is computed by dividing the NAVD 88
 SC0211.geopotential number by the normal gravity value computed on the
 SC0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0211.degrees latitude (g = 980.6199 gals.).
 SC0211
 SC0211.The modeled gravity was interpolated from observed gravity values.
 SC0211
 SC0211;                    North         East    Units  Estimated Accuracy
 SC0211;SPC WA S     -   156,830.      312,480.      MT  (+/- 180 meters Scaled)
 SC0211
 SC0211                          SUPERSEDED SURVEY CONTROL
 SC0211
 SC0211.No superseded survey control is available for this station.
 SC0211
 SC0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES035738(NAD 83)
 SC0211_MARKER: DB = BENCH MARK DISK
 SC0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0211_SP_SET: STEP
 SC0211_STAMPING: F 9 1920 ELEV. 186.194 FT
 SC0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0211
 SC0211  HISTORY     - Date     Condition        Report By
 SC0211  HISTORY     - 1920     MONUMENTED       CGS
 SC0211  HISTORY     - 1935     GOOD             NGS
 SC0211  HISTORY     - 1944     MARK NOT FOUND   LOCENG
 SC0211  HISTORY     - 20050612 MARK NOT FOUND   USPSQD
 SC0211
 SC0211                          STATION DESCRIPTION
 SC0211
 SC0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SC0211'IN CENTRALIA.
 SC0211'AT CENTRALIA, LEWIS COUNTY, AT THE SOUTHWEST CORNER OF MAIN AND TOWER
 SC0211'STREETS, AT THE CORNER MAIN ENTRANCE TO THE FIRST GUARANTY BANK
 SC0211'BUILDING, AND IN THE TOP OF THE SOUTHEAST END OF THE FIRST CONCRETE
 SC0211'ENTRANCE STEP ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED F 9 1920.
 SC0211
 SC0211                          STATION RECOVERY (1944)
 SC0211
 SC0211'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 SC0211'MARK NOT FOUND.
 SC0211
 SC0211                          STATION RECOVERY (2005)
 SC0211
 SC0211'RECOVERY NOTE BY US POWER SQUADRON 2005 (KK)
 SC0211'MARK NOT FOUND.  THE FIRST GUARANTY BANK BUILDING STILL EXISTS AND
 SC0211'CURRENTLY HOUSES A CAFE.  THERE ARE CONCRETE STEPS SEVERAL FEET INSIDE
 SC0211'THE ENTRANCE BUT THESE STEPS ARE COVERED WITH VINYL AND THE SOUTHEAST
 SC0211'END OF THE FIRST STEP HAS A CABINET BUILT OVER IT.  THE MARK MAY STILL
 SC0211'EXIST BUT IS NOT USABLE.  IT IS ALSO POSSIBLE THE ORIGINAL CONCRETE
 SC0211'STEPS HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0924 ***********************************************************************
 SA0924  DESIGNATION -  F 902
 SA0924  PID         -  SA0924
 SA0924  STATE/COUNTY-  WA/FRANKLIN
 SA0924  USGS QUAD   -  PASCO (1992)
 SA0924
 SA0924                         *CURRENT SURVEY CONTROL
 SA0924  ___________________________________________________________________
 SA0924* NAD 83(1986)-  46 14 27.     (N)    119 07 04.     (W)     SCALED    
 SA0924* NAVD 88     -       117.36   (+/-2cm)     385.0    (feet)  VERTCON   
 SA0924  ___________________________________________________________________
 SA0924  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SA0924
 SA0924  VERT ORDER  -  ? (See Below)
 SA0924
 SA0924.The horizontal coordinates were scaled from a topographic map and have
 SA0924.an estimated accuracy of +/- 6 seconds.
 SA0924
 SA0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA0924.The vertical order pertains to the NGVD 29 superseded value.
 SA0924
 SA0924.The geoid height was determined by GEOID03.
 SA0924
 SA0924;                    North         East    Units  Estimated Accuracy
 SA0924;SPC WA S     -   101,800.      606,590.      MT  (+/- 180 meters Scaled)
 SA0924
 SA0924                          SUPERSEDED SURVEY CONTROL
 SA0924
 SA0924  NGVD 29 (??/??/92)  116.339  (m)          381.69   (f) ADJ UNCH    ?  
 SA0924
 SA0924.Superseded values are not recommended for survey control.
 SA0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0924.See file dsdata.txt to determine how the superseded data were derived.
 SA0924
 SA0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM367229(NAD 83)
 SA0924_MARKER: DD = SURVEY DISK
 SA0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0924_STAMPING: F902-1936
 SA0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0924+STABILITY: SURFACE MOTION
 SA0924
 SA0924  HISTORY     - Date     Condition        Report By
 SA0924  HISTORY     - 1936     MONUMENTED       BOR
 SA0924  HISTORY     - 1949     MARK NOT FOUND   NGS
 SA0924
 SA0924                          STATION DESCRIPTION
 SA0924
 SA0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SA0924'1.0 MI W FROM PASCO.
 SA0924'PASCO, 1 MILE W OF, AT SECTION CORNER 24, 19, 30, 25 T 9N R 29-30E, AT
 SA0924'CROSSROADS, 75 FT. W OF ROAD (SECONDARY) AND 40 FT. S OF PAVED, IN
 SA0924'FENCE LINE, A USER BRONZE DISC SET IN 6 IN. CONCRETE POST, STAMPED
 SA0924'F902-1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4353 ***********************************************************************
 SY4353  DESIGNATION -  F BOEING 1953
 SY4353  PID         -  SY4353
 SY4353  STATE/COUNTY-  WA/KING
 SY4353  USGS QUAD   -  POVERTY BAY (1994)
 SY4353
 SY4353                         *CURRENT SURVEY CONTROL
 SY4353  ___________________________________________________________________
 SY4353* NAD 83(1998)-  47 30 57.93650(N)    122 17 29.82996(W)     ADJUSTED  
 SY4353* NAVD 88     -         5.60   (+/-2cm)      18.4    (feet)  VERTCON   
 SY4353  ___________________________________________________________________
 SY4353  X           -  -2,305,483.821 (meters)                     COMP
 SY4353  Y           -  -3,648,096.075 (meters)                     COMP
 SY4353  Z           -   4,680,693.352 (meters)                     COMP
 SY4353  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 SY4353  ELLIP HEIGHT-         -17.67  (meters)          (07/06/01) GPS OBS
 SY4353  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 SY4353
 SY4353  HORZ ORDER  -  FIRST
 SY4353  VERT ORDER  -  THIRD ? (See Below)
 SY4353  ELLP ORDER  -  FOURTH    CLASS I
 SY4353
 SY4353.This mark is at Boeing Fld/king Co Intl Airport (BFI)
 SY4353
 SY4353.The horizontal coordinates were established by GPS observations
 SY4353.and adjusted by the National Geodetic Survey in July 2001..
 SY4353.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY4353.DATUM ITEM on the data sheet items page.
 SY4353
 SY4353.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4353.The vertical order pertains to the NGVD 29 superseded value.
 SY4353
 SY4353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY4353
 SY4353.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4353
 SY4353.The ellipsoidal height was determined by GPS observations
 SY4353.and is referenced to NAD 83.
 SY4353
 SY4353.The geoid height was determined by GEOID03.
 SY4353
 SY4353;                    North         East     Units Scale Factor Converg.
 SY4353;SPC WA N     -    58,421.085   390,168.002   MT  0.99999704   -1 05 08.6
 SY4353;SPC WA N     -   191,669.84  1,280,076.19   sFT  0.99999704   -1 05 08.6
 SY4353;UTM  10      - 5,262,761.451   553,334.147   MT  0.99963496   +0 31 20.7
 SY4353
 SY4353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4353!SPC WA N     -   1.00000277  x   0.99999704  =   0.99999981
 SY4353!UTM  10      -   1.00000277  x   0.99963496  =   0.99963773
 SY4353
 SY4353:                Primary Azimuth Mark                     Grid Az
 SY4353:SPC WA N     -  SEATTLE RADIO STATION KOL TOWER          331 24 01.5
 SY4353:UTM  10      -  SEATTLE RADIO STATION KOL TOWER          329 47 32.2
 SY4353
 SY4353|---------------------------------------------------------------------|
 SY4353| PID    Reference Object                     Distance      Geod. Az  |
 SY4353|                                                           dddmmss.s |
 SY4353| SY4319 SEATTLE RADIO STATION KOL TOWER     APPROX. 8.9 KM 3301852.9 |
 SY4353| SY4555 KING COUNTY AIRPORT BEACON          APPROX. 2.5 KM 3375150.8 |
 SY4353|---------------------------------------------------------------------|
 SY4353
 SY4353                          SUPERSEDED SURVEY CONTROL
 SY4353
 SY4353  NAD 83(1998)-  47 30 57.93466(N)    122 17 29.83138(W) AD(       ) 1
 SY4353  ELLIP H (05/23/95)  -17.46   (m)                       GP(       ) 3 1
 SY4353  NAD 83(1991)-  47 30 57.93384(N)    122 17 29.83063(W) AD(       ) 1
 SY4353  NAD 83(1986)-  47 30 57.92748(N)    122 17 29.83832(W) AD(       ) 1
 SY4353  NAD 27      -  47 30 58.57091(N)    122 17 25.39256(W) AD(       ) 1
 SY4353  NGVD 29 (07/19/86)    4.51   (m)           14.8    (f) LEVELING    3  
 SY4353
 SY4353.Superseded values are not recommended for survey control.
 SY4353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4353.See file dsdata.txt to determine how the superseded data were derived.
 SY4353
 SY4353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5333462761(NAD 83)
 SY4353_MARKER: B = BOLT
 SY4353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4353_MARK LOGO: CGS   
 SY4353_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SY4353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4353+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1994
 SY4353
 SY4353  HISTORY     - Date     Condition        Report By
 SY4353  HISTORY     - 1953     MONUMENTED       CGS
 SY4353  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SY4353  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SY4353  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY4353  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY4353  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY4353  HISTORY     - 1979     GOOD             NGS
 SY4353  HISTORY     - 1983     GOOD             NGS
 SY4353  HISTORY     - 19860615 GOOD             NGS
 SY4353  HISTORY     - 19940516 GOOD             NOSPMC
 SY4353
 SY4353                          STATION DESCRIPTION
 SY4353
 SY4353'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4353'STATION IS IN SEATTLE NEAR THE SE END OF BOEING FIELD (KING COUNTY
 SY4353'AIRPORT).  IT IS THE LAST, AND SOUTHEASTERN-MOST, OF SIX CONCRETE
 SY4353'MONUMENTS MARKING THE MEASURED BASE LINE WHICH RUNS PARALLEL TO
 SY4353'THE MAIN RUNWAY (150 12 FT-TRUE) EXACTLY 200 FEET SOUTHWEST OF THE
 SY4353'CENTER LINE.  IN THE CLEARED BUT UNIMPROVED AREA SOUTH OF THE
 SY4353'SOUTHEAST END OF RUNWAY, THE MARK IS A 3/8 INCH COPPER PLUG IN
 SY4353'THE TOP OF A 4 IN X 4 IN X 18 IN CONCRETE MONUMENT, SET FLUSH
 SY4353'WITH THE GROUND 162 FEET SOUTHEAST OF THE PRESENT END OF THE
 SY4353'RUNWAY PAVING AND 200 FEET SOUTHWEST OF THE CENTER LINE OF
 SY4353'THE RUNWAY.  THE ONLY IDENTIFYING MARKS ARE SEVERAL
 SY4353'TEMPORARY WOODEN STAKES AROUND THE MONUMENT WHICH ARE MARKED
 SY4353'WITH CRAYON F FT.
 SY4353
 SY4353                          STATION RECOVERY (1956)
 SY4353
 SY4353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 SY4353'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN EXCELLENT
 SY4353'CONDITION.
 SY4353
 SY4353                          STATION RECOVERY (1958)
 SY4353
 SY4353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RCM)
 SY4353'THE STATION WAS RECOVERED, FOUND TO BE AS DESCRIBED IN 1953 AND
 SY4353'IN GOOD CONDITION.
 SY4353
 SY4353                          STATION RECOVERY (1966)
 SY4353
 SY4353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JJC)
 SY4353'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 SY4353'DESCRIPTION IS ADEQUATE EXCEPT FOR DESCREPANCY IN MEASUREMENTS.  NEW
 SY4353'MEASUREMENTS AS FOLLOWS--257.49 FEET SOUTH-SOUTHWEST OF THE C/L
 SY4353'RUNWAY END 30.  200 FEET SOUTHWEST OF EXTENDED C/L RW 30.  162
 SY4353'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF HOLDING PAD AND TAXI-WAY.
 SY4353'AND 2 FEET NORTHWEST OF A 2 FOOT HIGH WITNESS POST.  THE STATION
 SY4353'IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 SY4353
 SY4353                          STATION RECOVERY (1969)
 SY4353
 SY4353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 SY4353'THIS STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 SY4353'FOLLOWS--STATION IS IN SEATTLE NEAR THE SE END OF BOEING FIELD.  IT
 SY4353'IS THE LAST, AND SOUTHEASTERN ONE OF SIX CONCRETE MONUMENTS MARKING
 SY4353'THE BASELINE PARALLEL TO THE MAIN RUNWAY.  IT IS 200 FEET SW OF
 SY4353'THE C/L EXT. OF RUNWAY 31L, AND 162 FEET SE OF THE EDGE OF THE
 SY4353'PAVED TAXIWAY.  THE MARK IS A 3/8 INCH COPPER PLUG IN THE TOP OF
 SY4353'A 4 IN X 4 IN X 18 IN CONCRETE MONUMENT, SET FLUSH WITH THE
 SY4353'GROUND.  (MAY BE COVERED WITH GRASS.) THERE IS A 1 FOOT HIGH
 SY4353'STAKE WITH A WITNESS SIGN ABOUT 1 FOOT EAST OF THE MARK.
 SY4353'
 SY4353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4353'AT BOEING FIELD INTERNATIONAL AIRPORT (KING COUNTY) SEATTLE.
 SY4353
 SY4353                          STATION RECOVERY (1973)
 SY4353
 SY4353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BRL)
 SY4353'THE STATION MARK WAS RECOVERED AS DESCRIBED IN 1953 AND FOUND TO BE
 SY4353'IN GOOD CONDITION.  THERE WAS NO AZIMUTH OR REFERENCE MARKS
 SY4353'ESTABLISHED FOR THIS STATION.  DUE TO CHANGES IN THE TO REACH A
 SY4353'COMPLETE NEW DESCRIPTION FOLLOWS.
 SY4353'
 SY4353'THE STATION IS LOCATED IN THE SOUTH PART OF SEATTLE, 7 MILES
 SY4353'NORTHWEST OF RENTON AND AT THE SOUTH END OF THE MAIN RUNWAY OF
 SY4353'BOEING FIELD (KING COUNTY AIRPORT.)
 SY4353'
 SY4353'TO REACH THE STATION FROM THE SWIFT STREET-ALBRO PLACE EXIT ON
 SY4353'INTERSTATE 5, GO NORTH AND EAST ON EXIT ROAD FOR 0.25 MILE TO A STOP
 SY4353'SIGN.  TURN LEFT ON SWIFT ST. S FOR 0.3 MILE TO A STOP LIGHT AT
 SY4353'S ALBRO PL.  TURN LEFT CROSSING OVER INTERSTATE 5 FOR 0.2 MILE TO
 SY4353'STANLEY AVE S.  TURN RIGHT AND GO NORTH AND EAST FOR 0.15 MILE TO
 SY4353'A STOP SIGN AT AIRPORT WAY S.  TURN RIGHT ON AIRPORT WAY S FOR
 SY4353'0.45 MILE TO A RAILROAD CROSSING AND A GATE ON THE RIGHT.  TURN
 SY4353'RIGHT THROUGH GATE AND GO WESTERLY ON A PAVED ROAD FOR 0.25
 SY4353'MILE TO WHERE THE ROAD DIVIDES.  TAKE LEFT PAVED ROAD SOUTH FOR
 SY4353'0.15 MILE TO A STOP SIGN.  CONTINUE STRAIGHT AHEAD ALONG THE
 SY4353'WEST SIDE OF THE TAXI STRIP FOR 1.2 MILES TO THE END OF THE
 SY4353'TAXI STRIP.  CONTINUE SOUTH ON PAVED ROAD FOR 0.3 MILE TO A RIGHT
 SY4353'TURN.  TURN RIGHT FOR ABOUT 100 FEET THENCE LEFT KEEPING TO THE
 SY4353'LEFT OF A CYCLONE FENCE FOR 0.8 MILE TO A STOP SIGN.  BEAR
 SY4353'LEFT ACROSS A CONCRETE APRON TO A GRASSY AREA AND THE STATION
 SY4353'JUST WEST OF THE SOUTH END OF THE MAIN RUNWAY.
 SY4353'
 SY4353'THE STATION MARK IS A 5/8 INCH BRASS PLUG SET IN THE TOP OF A
 SY4353'3X3 INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE AND
 SY4353'HAS NO STAMPING.  IT IS 162 FEET SOUTH OF THE SOUTH EDGE OF THE
 SY4353'CONCRETE APRON AND 100.8 FEET WEST OF THE SOUTHWEST CORNER OF THE
 SY4353'MAIN RUNWAY.
 SY4353'
 SY4353'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 FEET.
 SY4353'
 SY4353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY4353'SEATTLE.
 SY4353
 SY4353                          STATION RECOVERY (1979)
 SY4353
 SY4353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 SY4353'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY4353'
 SY4353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOEING FIELD,
 SY4353'SEATTLE.
 SY4353
 SY4353                          STATION RECOVERY (1983)
 SY4353
 SY4353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DMM)
 SY4353'RECOVRED AS DESCRIBED IN GOOD CONDITION.
 SY4353'
 SY4353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOEING
 SY4353'FIELD/KING COUNTY INTERNATIONAL AIRPORT.
 SY4353
 SY4353                          STATION RECOVERY (1986)
 SY4353
 SY4353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 SY4353'THE STATION IS LOCATED IN THE SE PART OF THE AIRPORT.  IT IS 257.88 FT
 SY4353'(78.60 M) SW OF THE CENTERLINE END OF RUNWAY 31L, 200.0 FT (61.0 M) SW
 SY4353'OF THE CENTERLINE EXTENDED OF 13L, 159.40 FT (48.59 M) SE OF THE
 SY4353'CENTER OF A CONCRETE DRAIN COVER S OF THE TAXIWAY AND 100 FT (30.5 M)
 SY4353'W OF THE EDGE OF THE BLAST PAD.  THE STATION IS A 3/8 INCH, COPPER
 SY4353'BOLT SET IN THE TOP OF A 4 INCH X 4 INCH X 6 INCH CONCRETE MONUMENT
 SY4353'ABOUT 3 INCHES BELOW GROUND.  NOTE, QUAD 471221 STA 3109
 SY4353
 SY4353                          STATION RECOVERY (1994)
 SY4353
 SY4353'RECOVERY NOTE BY PACIFIC MARINE CENTER 1994 (JGF)
 SY4353'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1692 ***********************************************************************
 SV1692  DESIGNATION -  F FAIRFIELD
 SV1692  PID         -  SV1692
 SV1692  STATE/COUNTY-  WA/SPOKANE
 SV1692  USGS QUAD   -  FAIRFIELD (1980)
 SV1692
 SV1692                         *CURRENT SURVEY CONTROL
 SV1692  ___________________________________________________________________
 SV1692* NAD 83(1991)-  47 24 03.90742(N)    117 08 04.56639(W)     ADJUSTED  
 SV1692* NAVD 88     -       929.4    (meters)    3049.     (feet)  VERTCON   
 SV1692  ___________________________________________________________________
 SV1692  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 SV1692  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 SV1692
 SV1692  HORZ ORDER  -  THIRD
 SV1692
 SV1692.The horizontal coordinates were established by classical geodetic methods
 SV1692.and adjusted by the National Geodetic Survey in December 1991..
 SV1692
 SV1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1692
 SV1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1692
 SV1692.The geoid height was determined by GEOID03.
 SV1692
 SV1692;                    North         East     Units Scale Factor Converg.
 SV1692;SPC WA N     -    51,302.089   779,096.711   MT  1.00001992   +2 45 13.6
 SV1692;SPC WA N     -   168,313.60  2,556,086.46   sFT  1.00001992   +2 45 13.6
 SV1692;UTM  11      - 5,249,745.625   489,843.654   MT  0.99960127   -0 05 56.7
 SV1692
 SV1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1692!SPC WA N     -   0.99985717  x   1.00001992  =   0.99987708
 SV1692!UTM  11      -   0.99985717  x   0.99960127  =   0.99945849
 SV1692
 SV1692:                Primary Azimuth Mark                     Grid Az
 SV1692:SPC WA N     -  11 F 80                                  263 58 07.4
 SV1692:UTM  11      -  11 F 80                                  266 49 17.7
 SV1692
 SV1692|---------------------------------------------------------------------|
 SV1692| PID    Reference Object                     Distance      Geod. Az  |
 SV1692|                                                           dddmmss.s |
 SV1692| SV1680 11 F 80                             APPROX. 5.6 KM 2664321.0 |
 SV1692|---------------------------------------------------------------------|
 SV1692
 SV1692                          SUPERSEDED SURVEY CONTROL
 SV1692
 SV1692  NAD 83(1986)-  47 24 03.91412(N)    117 08 04.56084(W) AD(       ) 3
 SV1692  NGVD 29 (10/02/90)  928.2    (m)         3045.     (f) VERT ANG       
 SV1692
 SV1692.Superseded values are not recommended for survey control.
 SV1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1692.See file dsdata.txt to determine how the superseded data were derived.
 SV1692
 SV1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN8984449746(NAD 83)
 SV1692_MARKER: DS = TRIANGULATION STATION DISK
 SV1692_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1692
 SV1692  HISTORY     - Date     Condition        Report By
 SV1692  HISTORY     - 1952     MONUMENTED       USGS
 SV1692
 SV1692                          STATION DESCRIPTION
 SV1692
 SV1692'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1692'LOCATED 3.5 MI S. OF ROCKFORD, 2 MI NE. OF FAIRFIELD.  ON
 SV1692'BALD-TOPPED HILL TIMBERED TO NORTH, ON HIGHEST POINT IN VICINITY.
 SV1692'
 SV1692'TO REACH FROM FAIRFIELD, GO 2.3 MI E. TO RANCH ON LEFT.  TURN LEFT
 SV1692'FOLLOWING FIELD RD. 0.8 MI N. TO TOP OF RIDGE AND DIM TRAIL W.
 SV1692'GO 0.4 MI W. TO STATION.
 SV1692'
 SV1692'STATION MARK--STANDARD TABLET STAMPED---F-FAIRFIELD 1952---, SET IN
 SV1692'CONCRETE MONUMENT.
 SV1692'
 SV1692'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1693 ***********************************************************************
 SV1693  DESIGNATION -  F FENCE
 SV1693  PID         -  SV1693
 SV1693  STATE/COUNTY-  WA/SPOKANE
 SV1693  USGS QUAD   -  FOUR LAKES (1973)
 SV1693
 SV1693                         *CURRENT SURVEY CONTROL
 SV1693  ___________________________________________________________________
 SV1693* NAD 83(1991)-  47 31 09.71792(N)    117 32 21.77429(W)     ADJUSTED  
 SV1693* NAVD 88     -       788.0    (meters)    2585.     (feet)  VERTCON   
 SV1693  ___________________________________________________________________
 SV1693  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 SV1693  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 SV1693
 SV1693  HORZ ORDER  -  THIRD
 SV1693
 SV1693.The horizontal coordinates were established by classical geodetic methods
 SV1693.and adjusted by the National Geodetic Survey in December 1991..
 SV1693
 SV1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1693
 SV1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1693
 SV1693.The geoid height was determined by GEOID03.
 SV1693
 SV1693;                    North         East     Units Scale Factor Converg.
 SV1693;SPC WA N     -    63,052.839   748,010.158   MT  0.99999644   +2 27 08.7
 SV1693;SPC WA N     -   206,865.86  2,454,096.66   sFT  0.99999644   +2 27 08.7
 SV1693;UTM  11      - 5,263,022.977   459,392.303   MT  0.99962026   -0 23 52.1
 SV1693
 SV1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1693!SPC WA N     -   0.99987940  x   0.99999644  =   0.99987584
 SV1693!UTM  11      -   0.99987940  x   0.99962026  =   0.99949971
 SV1693
 SV1693:                Primary Azimuth Mark                     Grid Az
 SV1693:SPC WA N     -  FAIRVIEW                                 227 44 23.8
 SV1693:UTM  11      -  FAIRVIEW                                 230 35 24.6
 SV1693
 SV1693|---------------------------------------------------------------------|
 SV1693| PID    Reference Object                     Distance      Geod. Az  |
 SV1693|                                                           dddmmss.s |
 SV1693| SV1278 FAIRVIEW                            APPROX. 6.2 KM 2301132.5 |
 SV1693|---------------------------------------------------------------------|
 SV1693
 SV1693                          SUPERSEDED SURVEY CONTROL
 SV1693
 SV1693  NAD 83(1986)-  47 31 09.72644(N)    117 32 21.76664(W) AD(       ) 3
 SV1693  NGVD 29 (10/02/90)  786.8    (m)         2581.     (f) VERT ANG       
 SV1693
 SV1693.Superseded values are not recommended for survey control.
 SV1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1693.See file dsdata.txt to determine how the superseded data were derived.
 SV1693
 SV1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5939263023(NAD 83)
 SV1693_MARKER: DS = TRIANGULATION STATION DISK
 SV1693_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1693
 SV1693  HISTORY     - Date     Condition        Report By
 SV1693  HISTORY     - 1952     MONUMENTED       USGS
 SV1693
 SV1693                          STATION DESCRIPTION
 SV1693
 SV1693'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1693'LOCATED 3 MI NE. OF CHENEY.  ON SOUTH SLOPE OF CULTIVATED HILL, 1
 SV1693'FT. E. OF FENCE LINE.
 SV1693'
 SV1693'TO REACH FROM CHENEY POST OFFICE, GO 0.9 MI E. TO T-RD. RIGHT,
 SV1693'GO 1.7 MI TO GATE ON LEFT, TURN LEFT 0.25 MI TO SHED AND END OF
 SV1693'TRUCK TRAVEL.  FOLLOW FENCE LINE 0.25 MI N. TO STATION.
 SV1693'
 SV1693'STATION MARK--STANDARD TABLET STAMPED---F-FENCE 1952---, IN
 SV1693'CONCRETE POST.
 SV1693'
 SV1693'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1694 ***********************************************************************
 SV1694  DESIGNATION -  F FIVE PINES
 SV1694  PID         -  SV1694
 SV1694  STATE/COUNTY-  WA/SPOKANE
 SV1694  USGS QUAD   -  SPANGLE EAST (1981)
 SV1694
 SV1694                         *CURRENT SURVEY CONTROL
 SV1694  ___________________________________________________________________
 SV1694* NAD 83(1991)-  47 28 40.92378(N)    117 16 23.23275(W)     ADJUSTED  
 SV1694* NAVD 88     -       805.2    (meters)    2642.     (feet)  VERTCON   
 SV1694  ___________________________________________________________________
 SV1694  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 SV1694  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 SV1694
 SV1694  HORZ ORDER  -  THIRD
 SV1694
 SV1694.The horizontal coordinates were established by classical geodetic methods
 SV1694.and adjusted by the National Geodetic Survey in December 1991..
 SV1694
 SV1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1694
 SV1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1694
 SV1694.The geoid height was determined by GEOID03.
 SV1694
 SV1694;                    North         East     Units Scale Factor Converg.
 SV1694;SPC WA N     -    59,355.219   768,256.425   MT  1.00000417   +2 39 02.3
 SV1694;SPC WA N     -   194,734.58  2,520,521.29   sFT  1.00000417   +2 39 02.3
 SV1694;UTM  11      - 5,258,324.713   479,421.809   MT  0.99960520   -0 12 04.7
 SV1694
 SV1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1694!SPC WA N     -   0.99987665  x   1.00000417  =   0.99988082
 SV1694!UTM  11      -   0.99987665  x   0.99960520  =   0.99948190
 SV1694
 SV1694:                Primary Azimuth Mark                     Grid Az
 SV1694:SPC WA N     -  11 F 81                                  187 49 14.9
 SV1694:UTM  11      -  11 F 81                                  190 40 21.9
 SV1694
 SV1694|---------------------------------------------------------------------|
 SV1694| PID    Reference Object                     Distance      Geod. Az  |
 SV1694|                                                           dddmmss.s |
 SV1694| SV1681 11 F 81                             APPROX.12.0 KM 1902817.2 |
 SV1694|---------------------------------------------------------------------|
 SV1694
 SV1694                          SUPERSEDED SURVEY CONTROL
 SV1694
 SV1694  NAD 83(1986)-  47 28 40.93034(N)    117 16 23.22445(W) AD(       ) 3
 SV1694  NGVD 29 (10/02/90)  804.0    (m)         2638.     (f) VERT ANG       
 SV1694
 SV1694.Superseded values are not recommended for survey control.
 SV1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1694.See file dsdata.txt to determine how the superseded data were derived.
 SV1694
 SV1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN7942258325(NAD 83)
 SV1694_MARKER: DS = TRIANGULATION STATION DISK
 SV1694_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1694
 SV1694  HISTORY     - Date     Condition        Report By
 SV1694  HISTORY     - 1952     MONUMENTED       USGS
 SV1694  HISTORY     - 1973     GOOD             USGS
 SV1694
 SV1694                          STATION DESCRIPTION
 SV1694
 SV1694'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1694'LOCATED 6.5 MI NW. OF ROCKFORD, 6 MI NE. OF SPANGLE.  ON HILL JUST
 SV1694'S. OF TWO LONE PINE TREES, 2 FT. S. OF POLE.
 SV1694'
 SV1694'TO REACH FROM ROCKFORD, GO 0.3 MI W. TO JCT. WITH HWY.  TURN LEFT
 SV1694'0.15 MI S. TO Y-FORK.  TAKE RIGHT FORK S.  GO 1.1 MI W. TO RR.
 SV1694'CROSSING, GO 1.2 MI TO JCT.  TURN RIGHT 0.5 MI N., TURN LEFT
 SV1694'FOLLOWING MAIN RD. 1.2 MI W. TO X-RDS. AND RR. X-ING., GO 1.1 MI
 SV1694'W.  GO 1.6 MI NW. TO Y-FORK.  TURN RIGHT 0.5 MI N. TO X-RDS.  TURN
 SV1694'LEFT 0.5 MI W. TO CURVE IN RD. TO RIGHT.  ABOUT 800 FT. W. OF THIS
 SV1694'POINT IN LINE WITH TANGENT OF RD. TO E.
 SV1694'
 SV1694'STATION MARK--STANDARD TABLET STAMPED---F-FIVE PINES 1952---, IN
 SV1694'CONCRETE MONUMENT.
 SV1694'
 SV1694'RMS--NONE SET.
 SV1694
 SV1694                          STATION RECOVERY (1973)
 SV1694
 SV1694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV1694'RECOVERED IN GOOD CONDITION.
 SV1694'
 SV1694'TO REACH FROM INTERSECTION OF FIRST AND EMMA STREETS IN ROCKFORD,
 SV1694'GO 0.5 MI W. ON EMMA STREET TO STATE HWY. 27.  TURN LEFT 0.15 MI
 SV1694'S. TO MT. HOPE RD. ON RIGHT.  TURN RIGHT FOLLOWING MT. HOPE RD.
 SV1694'(THIS BECOMES VALLEY CHAPEL RD.) 8.3 MI TO FARM RD. ON RIGHT
 SV1694'LEADING TO LESTER OLSON FARM.  TURN RIGHT 0.2 MI TO FARM BLDGS.,
 SV1694'0.1 MI NE. OF BLDGS., ON CULTIVATED TOP, 2 FT. S. OF TELEPHONE
 SV1694'POLE, 35 FT. S. AND 2 FT. LOWER THAN HIGH POINT OF TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3818 ***********************************************************************
 SY3818  DESIGNATION -  F I M R FRONT ONE MI RNG 1936
 SY3818  PID         -  SY3818
 SY3818  STATE/COUNTY-  WA/KING
 SY3818  USGS QUAD   -  
 SY3818
 SY3818                         *CURRENT SURVEY CONTROL
 SY3818  ___________________________________________________________________
 SY3818* NAD 83(1991)-  47 43 07.43497(N)    122 16 43.56608(W)     ADJUSTED  
 SY3818* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY3818  ___________________________________________________________________
 SY3818  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 SY3818  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SY3818
 SY3818  HORZ ORDER  -  THIRD
 SY3818
 SY3818.The horizontal coordinates were established by classical geodetic methods
 SY3818.and adjusted by the National Geodetic Survey in December 1991..
 SY3818
 SY3818.The orthometric height was scaled from a topographic map.
 SY3818
 SY3818.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3818
 SY3818.The geoid height was determined by GEOID03.
 SY3818
 SY3818;                    North         East     Units Scale Factor Converg.
 SY3818;SPC WA N     -    80,928.343   391,558.912   MT  0.99996639   -1 04 34.2
 SY3818;SPC WA N     -   265,512.41  1,284,639.53   sFT  0.99996639   -1 04 34.2
 SY3818;UTM  10      - 5,285,291.108   554,092.291   MT  0.99963595   +0 32 01.0
 SY3818
 SY3818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3818!SPC WA N     -   1.00000322  x   0.99996639  =   0.99996961
 SY3818!UTM  10      -   1.00000322  x   0.99963595  =   0.99963917
 SY3818
 SY3818:                Primary Azimuth Mark                     Grid Az
 SY3818:SPC WA N     -  SAINT EDWARDS SEMINARY TOWER             046 38 08.4
 SY3818:UTM  10      -  SAINT EDWARDS SEMINARY TOWER             045 01 33.2
 SY3818
 SY3818|---------------------------------------------------------------------|
 SY3818| PID    Reference Object                     Distance      Geod. Az  |
 SY3818|                                                           dddmmss.s |
 SY3818| SY3889 SAINT EDWARDS SEMINARY TOWER        APPROX. 2.3 KM 0453334.2 |
 SY3818| SY3840 SAINT EDWARDS SEMINARY TANK         APPROX. 2.3 KM 0613613.5 |
 SY3818| SY3845 LAKE WASHINGTON N RNG USN 1919      APPROX. 1.3 KM 0744826.0 |
 SY3818|---------------------------------------------------------------------|
 SY3818
 SY3818                          SUPERSEDED SURVEY CONTROL
 SY3818
 SY3818  NAD 83(1986)-  47 43 07.42797(N)    122 16 43.56999(W) AD(       ) 3
 SY3818  NAD 27      -  47 43 08.07800(N)    122 16 39.12500(W) AD(       ) 3
 SY3818
 SY3818.Superseded values are not recommended for survey control.
 SY3818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3818.See file dsdata.txt to determine how the superseded data were derived.
 SY3818
 SY3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5409285291(NAD 83)
 SY3818
 SY3818  HISTORY     - Date     Condition        Report By
 SY3818  HISTORY     - 1936     MONUMENTED       CGS
 SY3818  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3818  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY3818
 SY3818                          STATION DESCRIPTION
 SY3818
 SY3818'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (OWS)
 SY3818'THIS STATION IS LOCATED ABOUT 2.4 MILES N OF SAND POINT AIR
 SY3818'STATION, ON W SHORE OF LAKE WASHINGTON, 0.2 MILE N OF LAKE SECTION
 SY3818'HOUSES ON NORTHERN PACIFIC RAILROAD, 24 FEET W LAKE SHORE BULKHEAD,
 SY3818'ON PROPERTY OF ROBERT MORRISON, 5 FEET S OF N PROPERTY LINE, 21
 SY3818'FEET E OF NE PORCH COLUMN.
 SY3818'
 SY3818'IT IS MARKED BY A CONCRETE POST WITH 1 1/2-INCH IRON PIPE IN
 SY3818'CENTER AND UNITED STATES COAST AND GEODETIC SURVEY TRIANGULATION
 SY3818'TABLET NEAR ONE SIDE, STAMPED FIMR (FRONT ONE MILE RANGE).  THIS
 SY3818'MONUMENT IS SET ON ONE MILE LINE OF THE 3-MILE UNIVERSITY OF
 SY3818'WASHINGTONS CREW COURSE.
 SY3818'
 SY3818'THIS POINT LOCATED BY DISTANCE AND DIRECTION FROM TRIANGULATION
 SY3818'STATION ONE MILE ECCENTRIC, WHICH IS A STAKE AND IT WILL PROBABLY
 SY3818'SOON BE LOST.  ONE MILE ECCENTRIC IS 16.39 FEET N OF FIMR.
 SY3818'
 SY3818'REACHED FROM INTERSECTION OF SAND POINT WAY AND ONE HUNDRED TENTH
 SY3818'STREET, TAKING ONE HUNDRED TENTH STREET, E DOWN HILL FOR 0.1 MILE,
 SY3818'TURN LEFT AND GO DOWN HILL 0.2 MILE TO TRACKS, TURN LEFT FOLLOW
 SY3818'LAKE ROAD 0.6 MILE TO END TRUCK TRAVEL.
 SY3818
 SY3818                          STATION RECOVERY (1936)
 SY3818
 SY3818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY3818'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 SY3818
 SY3818                          STATION RECOVERY (1953)
 SY3818
 SY3818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3818'STATION WAS RECOVERED AND IS IN GOOD CONDITION.  THE DESCRIPTION
 SY3818'IS ADEQUATE EXCEPT THAT THE ADDRESS OF THE PROPERTY, WHICH IS STILL
 SY3818'OWNED BY ROBERT MORRISON, IS 12340 RIVIERA PLACE NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB7612 ***********************************************************************
 AB7612  DESIGNATION -  F LINE
 AB7612  PID         -  AB7612
 AB7612  STATE/COUNTY-  WA/BENTON
 AB7612  USGS QUAD   -  COYOTE RAPIDS (1986)
 AB7612
 AB7612                         *CURRENT SURVEY CONTROL
 AB7612  ___________________________________________________________________
 AB7612* NAD 83(1986)-  46 40 27.     (N)    119 34 09.     (W)     SCALED    
 AB7612* NAVD 88     -       139.700  (meters)     458.33   (feet)  ADJUSTED  
 AB7612  ___________________________________________________________________
 AB7612  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB7612  DYNAMIC HT  -         139.710 (meters)     458.37  (feet)  COMP
 AB7612  MODELED GRAV-     980,688.6   (mgal)                       NAVD 88
 AB7612
 AB7612  VERT ORDER  -  SECOND    CLASS II
 AB7612
 AB7612.The horizontal coordinates were scaled from a topographic map and have
 AB7612.an estimated accuracy of +/- 6 seconds.
 AB7612
 AB7612.The orthometric height was determined by differential leveling
 AB7612.and adjusted by the National Geodetic Survey in January 1997..
 AB7612
 AB7612.The geoid height was determined by GEOID03.
 AB7612
 AB7612.The dynamic height is computed by dividing the NAVD 88
 AB7612.geopotential number by the normal gravity value computed on the
 AB7612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7612.degrees latitude (g = 980.6199 gals.).
 AB7612
 AB7612.The modeled gravity was interpolated from observed gravity values.
 AB7612
 AB7612;                    North         East    Units  Estimated Accuracy
 AB7612;SPC WA S     -   149,450.      571,220.      MT  (+/- 180 meters Scaled)
 AB7612
 AB7612                          SUPERSEDED SURVEY CONTROL
 AB7612
 AB7612.No superseded survey control is available for this station.
 AB7612
 AB7612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM034721(NAD 83)
 AB7612_MARKER: DD = SURVEY DISK
 AB7612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7612_STAMPING: F LINE
 AB7612_MARK LOGO: USE   
 AB7612_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7612+STABILITY: SURFACE MOTION
 AB7612
 AB7612  HISTORY     - Date     Condition        Report By
 AB7612  HISTORY     - UNK      MONUMENTED       USE
 AB7612  HISTORY     - 19921112 GOOD             CHANCE
 AB7612
 AB7612                          STATION DESCRIPTION
 AB7612
 AB7612'DESCRIBED BY JE CHANCE AND ASSOCIATES 1992 (RLH)
 AB7612'THE STATION IS LOCATED APPROXIMATELY 32 MI (51.50 KM) NORTHWEST OF
 AB7612'RICHLAND, WA. TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS
 AB7612'240, 24 EAST, 24 WEST, AND RTE. 11, PROCEED EAST THRU THE YAKIMA
 AB7612'BARRICADE FOR 3.0 MI (4.83 KM) TO THE JUNCTION OF RTE. 6, TURN LEFT
 AB7612'AND PROCEED NORTH ON RTE. 6 FOR 3.1 MI (4.99 KM) TO RTE. 1, TURN RIGHT
 AB7612'AND FOLLOW RTE. 1 FOR 6 MI (9.66 KM) TO THE JUNCTION WITH RTE. 4, TURN
 AB7612'LEFT ON RTE. 4 AND PROCEED NORTHERLY FOR 1.7 MI (2.74 KM) TO A PAVED
 AB7612'ROAD LEFT, VEER LEFT AND PROCEED 1.2 MI (1.93 KM) TO THE ENTRANCE OF
 AB7612'THE 100 N AREA, PROCEED THRU GATE AND TRAVEL DIRECT FOR 0.1 MI (0.16
 AB7612'KM) AND THE STATION ON THE RIGHT,  IN FRONT OF THE N REACTOR BUILDING,
 AB7612'19.2 FT (5.85 M) NORTH-NORTHEAST OF A FIRE HYDRANT AND IS SITUATED IN
 AB7612'THE CENTER OF FOUR POSTS IN PARKING AREA, PROJECTING 0.7 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1695 ***********************************************************************
 SV1695  DESIGNATION -  F WAVERLY
 SV1695  PID         -  SV1695
 SV1695  STATE/COUNTY-  WA/SPOKANE
 SV1695  USGS QUAD   -  LATAH (1980)
 SV1695
 SV1695                         *CURRENT SURVEY CONTROL
 SV1695  ___________________________________________________________________
 SV1695* NAD 83(1991)-  47 19 44.73100(N)    117 07 54.97233(W)     ADJUSTED  
 SV1695* NAVD 88     -      1053.0    (meters)    3455.     (feet)  VERTCON   
 SV1695  ___________________________________________________________________
 SV1695  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 SV1695  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 SV1695
 SV1695  HORZ ORDER  -  THIRD
 SV1695
 SV1695.The horizontal coordinates were established by classical geodetic methods
 SV1695.and adjusted by the National Geodetic Survey in December 1991..
 SV1695
 SV1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1695
 SV1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1695
 SV1695.The geoid height was determined by GEOID03.
 SV1695
 SV1695;                    North         East     Units Scale Factor Converg.
 SV1695;SPC WA N     -    43,316.705   779,682.488   MT  1.00003626   +2 45 20.8
 SV1695;SPC WA N     -   142,114.89  2,558,008.30   sFT  1.00003626   +2 45 20.8
 SV1695;UTM  11      - 5,241,744.399   490,031.188   MT  0.99960122   -0 05 49.2
 SV1695
 SV1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1695!SPC WA N     -   0.99983781  x   1.00003626  =   0.99987406
 SV1695!UTM  11      -   0.99983781  x   0.99960122  =   0.99943909
 SV1695
 SV1695:                Primary Azimuth Mark                     Grid Az
 SV1695:SPC WA N     -  TEKOA ECC                                115 24 03.9
 SV1695:UTM  11      -  TEKOA ECC                                118 15 13.9
 SV1695
 SV1695|---------------------------------------------------------------------|
 SV1695| PID    Reference Object                     Distance      Geod. Az  |
 SV1695|                                                           dddmmss.s |
 SV1695| SV1259 TEKOA ECC                           APPROX. 5.3 KM 1180924.7 |
 SV1695|---------------------------------------------------------------------|
 SV1695
 SV1695                          SUPERSEDED SURVEY CONTROL
 SV1695
 SV1695  NAD 83(1986)-  47 19 44.73811(N)    117 07 54.96702(W) AD(       ) 3
 SV1695  NGVD 29 (10/02/90) 1051.8    (m)         3451.     (f) VERT ANG       
 SV1695
 SV1695.Superseded values are not recommended for survey control.
 SV1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1695.See file dsdata.txt to determine how the superseded data were derived.
 SV1695
 SV1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN9003141744(NAD 83)
 SV1695_MARKER: DS = TRIANGULATION STATION DISK
 SV1695_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1695
 SV1695  HISTORY     - Date     Condition        Report By
 SV1695  HISTORY     - 1952     MONUMENTED       USGS
 SV1695
 SV1695                          STATION DESCRIPTION
 SV1695
 SV1695'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1695'LOCATED 4.5 MI SSE. OF FAIRFIELD, 3.5 MI NNE. OF LATAH.  ON
 SV1695'HIGHEST POINT OF BALD HILL TIMBERED ON NORTH AND EAST SLOPES.
 SV1695'
 SV1695'TO REACH FROM LATAH, GO 2.1 MI N. ALONG MAIN RD. TO Y-FORK.
 SV1695'CONTINUE STRAIGHT 0.5 MI TO T-RD. W., GO 0.1 MI TO RANCH ON EAST
 SV1695'SIDE OF RD.  TURN RIGHT FOLLOWING FIELD RD. ABOUT 2 MI NE. TO TOP
 SV1695'OF BALD HILL AND STATION.  IF FIELD RD. IS NOT PASSABLE TAKE RD.
 SV1695'1 MI N., THEN WALK UPHILL TO ESE. AND STATION.
 SV1695'
 SV1695'STATION MARK--STANDARD TABLET STAMPED---F-WAVERLY 1952---, SET IN
 SV1695'CONCRETE POST.
 SV1695'
 SV1695'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0887 ***********************************************************************
 SD0887  DESIGNATION -  FAA UIL A
 SD0887  PID         -  SD0887
 SD0887  STATE/COUNTY-  WA/CLALLAM
 SD0887  USGS QUAD   -  QUILLAYUTE PRAIRIE (1982)
 SD0887
 SD0887                         *CURRENT SURVEY CONTROL
 SD0887  ___________________________________________________________________
 SD0887* NAD 83(1998)-  47 56 12.52971(N)    124 33 40.97701(W)     ADJUSTED  
 SD0887* NAVD 88     -        55.9    (meters)     183.     (feet)  GPS OBS   
 SD0887  ___________________________________________________________________
 SD0887  X           -  -2,428,539.721 (meters)                     COMP
 SD0887  Y           -  -3,525,450.021 (meters)                     COMP
 SD0887  Z           -   4,712,196.641 (meters)                     COMP
 SD0887  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 SD0887  ELLIP HEIGHT-          32.69  (meters)          (03/21/00) GPS OBS
 SD0887  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 SD0887
 SD0887  HORZ ORDER  -  A
 SD0887  ELLP ORDER  -  THIRD     CLASS II
 SD0887
 SD0887.The horizontal coordinates were established by GPS observations
 SD0887.and adjusted by the National Geodetic Survey in March 2000..
 SD0887.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SD0887.DATUM ITEM on the data sheet items page.
 SD0887
 SD0887.The orthometric height was determined by GPS observations and a
 SD0887.high-resolution geoid model.
 SD0887
 SD0887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SD0887
 SD0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0887
 SD0887.The ellipsoidal height was determined by GPS observations
 SD0887.and is referenced to NAD 83.
 SD0887
 SD0887.The geoid height was determined by GEOID03.
 SD0887
 SD0887;                    North         East     Units Scale Factor Converg.
 SD0887;SPC WA N     -   110,901.914   221,577.091   MT  0.99994723   -2 46 32.2
 SD0887;SPC WA N     -   363,850.70    726,957.51   sFT  0.99994723   -2 46 32.2
 SD0887;UTM  10      - 5,310,457.147   383,387.192   MT  0.99976710   -1 09 33.5
 SD0887
 SD0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0887!SPC WA N     -   0.99999488  x   0.99994723  =   0.99994211
 SD0887!UTM  10      -   0.99999488  x   0.99976710  =   0.99976198
 SD0887
 SD0887                          SUPERSEDED SURVEY CONTROL
 SD0887
 SD0887  NAD 83(1991)-  47 56 12.52602(N)    124 33 40.98057(W) AD(       ) B
 SD0887  ELLIP H (03/25/96)   32.89   (m)                       GP(       ) 2 1
 SD0887  NAD 83(1991)-  47 56 12.52620(N)    124 33 40.98091(W) AD(       ) 3
 SD0887  ELLIP H (12/23/92)   32.90   (m)                       GP(       ) 4 2
 SD0887  NGVD 29 (12/23/92)   54.6    (m)          179.     (f) GPS OBS        
 SD0887
 SD0887.Superseded values are not recommended for survey control.
 SD0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0887.See file dsdata.txt to determine how the superseded data were derived.
 SD0887
 SD0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU8338710457(NAD 83)
 SD0887_MARKER: I = METAL ROD
 SD0887_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SD0887_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SD0887_STAMPING: FAA UIL A 1992
 SD0887_MARK LOGO: NGS   
 SD0887_PROJECTION: RECESSED 4 CENTIMETERS
 SD0887_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SD0887+STABILITY: POSITION/ELEVATION WELL
 SD0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0887+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 SD0887_ROD/PIPE-DEPTH: 3.00 meters
 SD0887_SLEEVE-DEPTH  : 1 meters
 SD0887
 SD0887  HISTORY     - Date     Condition        Report By
 SD0887  HISTORY     - 1992     MONUMENTED       NGS
 SD0887  HISTORY     - 19950824 GOOD             NGS
 SD0887  HISTORY     - 19981010 GOOD             NGS
 SD0887
 SD0887                          STATION DESCRIPTION
 SD0887
 SD0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 SD0887'STATION IS LOCATED ABOUT 10 KM (6.2 MI) NORTHWEST OF FORKS, AT THE
 SD0887'QUILLAYUTE STATE AIRPORT, AT THE JUNCTION OF RUNWAY 22 AND A TAXI.
 SD0887'OWNERSHIP--WASHINGTON STATE AERONAUTICS, 8600 PERIMETER ROAD, BOEING
 SD0887'FIELD, SEATTLE, WA 98108.  AIRPORT MANAGER IS CRISS WHIDDEN, PHONE
 SD0887'206-374-6003.  HE LIVES AT THE AIRPORT ENTRANCE.
 SD0887'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 101 AND 110NORTH OF
 SD0887'FORKS), GO WEST ON HIGHWAY 110 FOR 4.96 KM (3.08 MI) TO A PAVED
 SD0887'ROAD RIGHT.  TURN RIGHT, NORTHERLY, ON QUILLAYUTE ROAD FOR 8.04 KM
 SD0887'(5.00 MI) TO A LARGE RED BUILDING ON THE RIGHT. CONTINUE AHEAD FOR
 SD0887'0.25 KM (0.16 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTHWEST,
 SD0887'FOR 0.12 KM (0.07 MI) TO A LOCKED POLE GATE AT THE AIRPORT
 SD0887'ENTRANCE (AIRPORT MANAGER LIVES ON THE RIGHT).  PASS THROUGH GATE
 SD0887'ONTO APRON FOR 40 M (131.2 FT) TO THE MAIN APRON AT OLD CONTROL
 SD0887'TOWER ON THE LEFT. BEAR RIGHT, NORTHERLY, ACROSS APRON, THEN TAXI,
 SD0887'FOR 0.34 KM (0.21 MI) TO THE RUNWAY.  TURN LEFT, SOUTHWEST, ALONG
 SD0887'THE RUNWAY EDGE FOR 25 M (82.0 FT) TO THE STATION ON THE LEFT.
 SD0887'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 SD0887'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 SD0887'IT IS IN THE VEE OF THE RUNWAY-TAXI JUNCTION, 5.4 M (17.7 FT)
 SD0887'SOUTHEAST OF THE RUNWAY EDGE, 6.7 M (22.0 FT) SOUTH OF THE CENTER
 SD0887'OF AN OLD RUNWAY LIGHT BASE, 21.4 M (70.2 FT) WEST OF THE TAXI
 SD0887'EDGE, AND 2.5 M (8.2 FT)NORTHWEST OF A WITNESS POST.
 SD0887'DESCRIBED BY G.R.HEID
 SD0887
 SD0887                          STATION RECOVERY (1995)
 SD0887
 SD0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (MLA)
 SD0887'RECOVERED AS DESCRIBED BY M.L.  ASLAKSEN JR.
 SD0887
 SD0887                          STATION RECOVERY (1998)
 SD0887
 SD0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 SD0887'STATION IS LOCATED ABOUT 10 KM (6.20 MI) NORTHWEST OF FORKS, AT THE
 SD0887'QUILLAYUTE STATE AIRPORT, AT THE JUNCTION OF RUNWAY 22 AND A TAXI.
 SD0887'OWNERSHIP--WASHINGTON STATE AERONAUTICS, 8600 PERIMETER ROAD, BOEING
 SD0887'FIELD, SEATTLE, WA 98108.  AIRPORT MANAGER IS CRISS WHIDDEN, PHONE
 SD0887'206-374-6003.  HE LIVES AT THE AIRPORT ENTRANCE.  TO REACH FROM THE
 SD0887'JUNCTION OF STATE HIGHWAYS 101 AND 110NORTH OF FORKS) , GO WEST ON
 SD0887'HIGHWAY 110 FOR 4.96 KM (3.10 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 SD0887'NORTHERLY, ON QUILLAYUTE ROAD FOR 8.04 KM (5.00 MI) TO A LARGE RED
 SD0887'BUILDING ON THE RIGHT.  CONTINUE AHEAD FOR 0.25 KM (0.15 MI) TO A
 SD0887'PAVED ROAD RIGHT.  TURN RIGHT, NORTHWEST, FOR 0.12 KM (0.05 MI) TO A
 SD0887'LOCKED POLE GATE AT THE AIRPORT ENTRANCE (AIRPORT MANAGER LIVES ON THE
 SD0887'RIGHT) .  PASS THROUGH GATE ONTO APRON FOR 40 M (131.2 FT) TO THE MAIN
 SD0887'APRON AT OLD CONTROL TOWER ON THE LEFT.  BEAR RIGHT, NORTHERLY, ACROSS
 SD0887'APRON, THEN TAXI, FOR 0.34 KM (0.20 MI) TO THE RUNWAY.  TURN LEFT,
 SD0887'SOUTHWEST, ALONG THE RUNWAY EDGE FOR 25 M (82.0 FT) TO THE STATION ON
 SD0887'THE LEFT.  STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD
 SD0887'ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH
 SD0887'THE GROUND.  IT IS IN THE VEE OF THE RUNWAY-TAXI JUNCTION, 5.4 M (17.7
 SD0887'FT) SOUTHEAST OF THE RUNWAY EDGE, 6.7 M (22.0 FT) SOUTH OF THE CENTER
 SD0887'OF AN OLD RUNWAY LIGHT BASE, 21.4 M (70.2 FT) WEST OF THE TAXI EDGE,
 SD0887'AND 2.5 M (8.2 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0309 ***********************************************************************
 TS0309  DESIGNATION -  FACE
 TS0309  PID         -  TS0309
 TS0309  STATE/COUNTY-  WA/CLALLAM
 TS0309  USGS QUAD   -  ALLENS BAY (1984)
 TS0309
 TS0309                         *CURRENT SURVEY CONTROL
 TS0309  ___________________________________________________________________
 TS0309* NAD 83(1991)-  48 03 33.74386(N)    124 41 38.76237(W)     ADJUSTED  
 TS0309* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TS0309  ___________________________________________________________________
 TS0309  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 TS0309  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 TS0309
 TS0309  HORZ ORDER  -  THIRD
 TS0309
 TS0309.The horizontal coordinates were established by classical geodetic methods
 TS0309.and adjusted by the National Geodetic Survey in December 1991..
 TS0309
 TS0309.The orthometric height was scaled from a topographic map.
 TS0309
 TS0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0309
 TS0309.The geoid height was determined by GEOID03.
 TS0309
 TS0309;                    North         East     Units Scale Factor Converg.
 TS0309;SPC WA N     -   125,000.143   212,356.776   MT  0.99994277   -2 52 27.9
 TS0309;SPC WA N     -   410,104.64    696,707.19   sFT  0.99994277   -2 52 27.9
 TS0309;UTM  10      - 5,324,287.616   373,774.717   MT  0.99979577   -1 15 37.1
 TS0309
 TS0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TS0309!SPC WA N     -   1.00000327  x   0.99994277  =   0.99994604
 TS0309!UTM  10      -   1.00000327  x   0.99979577  =   0.99979904
 TS0309
 TS0309|---------------------------------------------------------------------|
 TS0309| PID    Reference Object                     Distance      Geod. Az  |
 TS0309|                                                           dddmmss.s |
 TS0309| AH6818 FACE RM                              33.833 METERS 01844     |
 TS0309| TS0313 CARROLL                             APPROX. 6.4 KM 2002725.6 |
 TS0309| TS0306 HAND ROCK                           APPROX. 3.7 KM 2085306.7 |
 TS0309| TS0330 SLANT                               APPROX.14.2 KM 3374628.7 |
 TS0309| TS0326 WHITE ROCK                          APPROX. 8.9 KM 3411157.1 |
 TS0309| TS0266 SPIKE ROCK                          APPROX.21.8 KM 3552353.2 |
 TS0309|---------------------------------------------------------------------|
 TS0309
 TS0309                          SUPERSEDED SURVEY CONTROL
 TS0309
 TS0309  NAD 83(1986)-  48 03 33.74344(N)    124 41 38.77146(W) AD(       ) 3
 TS0309  NAD 27      -  48 03 34.52400(N)    124 41 33.87600(W) AD(       ) 3
 TS0309
 TS0309.Superseded values are not recommended for survey control.
 TS0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0309.See file dsdata.txt to determine how the superseded data were derived.
 TS0309
 TS0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7377524288(NAD 83)
 TS0309_MARKER: DS = TRIANGULATION STATION DISK
 TS0309_SETTING: 80 = SET IN A BOULDER
 TS0309_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TS0309_STAMPING: UNSTAMPED
 TS0309_MARK LOGO: CGS   
 TS0309_PROJECTION: FLUSH
 TS0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 TS0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TS0309+STABILITY: SURFACE MOTION
 TS0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TS0309+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1988
 TS0309
 TS0309  HISTORY     - Date     Condition        Report By
 TS0309  HISTORY     - 1929     MONUMENTED       CGS
 TS0309  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TS0309  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TS0309  HISTORY     - 19880715 GOOD             NGS
 TS0309
 TS0309                          STATION DESCRIPTION
 TS0309
 TS0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RDH)
 TS0309'THE STATION IS MARKED, AS DESCRIBED IN NOTE 4, BY A STANDARD
 TS0309'TRIANGULATION MARK SET IN A DRILL HOLE IN THE TOP OF A LARGE
 TS0309'BOULDER 12 FEET IN DIAMETER BY 6 FEET HIGH ABOUT 10 METERS OUTSIDE OF
 TS0309'THE HIGH-WATER LINE JUST IN FRONT OF THE STONE FACE OF A CLIFF ABOUT
 TS0309'6 NAUTICAL MILES N OF CAPE JOHNSON.  FROM THE STATION, A LARGE ROCK
 TS0309'OFF THE NEXT BLUFF N JUST OBSCURES THE POINT OPPOSITE OZETTE
 TS0309'ISLAND.  TO THE S, THE HIGHEST PART OF CAPE JOHNSON IS JUST OVER A
 TS0309'LARGE PINNACLE-SHAPED ROCK WITH TREES ON IT.  THE STATION IS 30
 TS0309'METERS OUT FROM THE BLUFF LINE.  THE REFERENCE MARK IS ON THE
 TS0309'SOUTHERNMOST OF THREE LARGE ROCKS ON THE HIGH-WATER LINE, THE
 TS0309'NORTHERNMOST ONE OF WHICH HAS BRUSH AND AN OLD GNARLED TREE ON IT.
 TS0309'(THIS STATION IS NOT YET LOCATED.)
 TS0309'
 TS0309'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 TS0309'BOULDER AS DESCRIBED IN NOTE 12D.
 TS0309'
 TS0309'IT IS UNCERTAIN WHETHER THE DISTANCE IS IN METERS OR IN FEET.
 TS0309'
 TS0309'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TS0309
 TS0309                          STATION RECOVERY (1930)
 TS0309
 TS0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (KTA)
 TS0309'STATION RECOVERED AS DESCRIBED.
 TS0309
 TS0309                          STATION RECOVERY (1954)
 TS0309
 TS0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAS)
 TS0309'STATION WAS LOCATED AS DESCRIBED.  BOTH THE STATION AND THE
 TS0309'REFERENCE MARK ARE FIRMLY SET AND IN GOOD CONDITION.  THE DISTANCE
 TS0309'BETWEEN THE REFERENCE MARK AND THE STATION IS IN METERS.  THE
 TS0309'DESCRIPTION GIVEN IN THE NOTES IS VERY GOOD.  STATION IS
 TS0309'PINPOINTED ON PHOTOGRAPHY AT THE HOQUIAM OFFICE.
 TS0309
 TS0309                          STATION RECOVERY (1988)
 TS0309
 TS0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 TS0309'RECOVERED AS DESCRIBED. IT IS REMARKABLE BUT THE ORIGINAL 1929
 TS0309'DESCRIPTION IS STILL ADQUATE FOR RECOVERY AT THIS TIME. THE MARK IS
 TS0309'SET IN A DRILL HOLE IN  BOULDER.  IT IS 27.4 M (89.9 FT) WEST OF THE
 TS0309'BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3761 ***********************************************************************
 SY3761  DESIGNATION -  FAIR
 SY3761  PID         -  SY3761
 SY3761  STATE/COUNTY-  WA/KING
 SY3761  USGS QUAD   -  
 SY3761
 SY3761                         *CURRENT SURVEY CONTROL
 SY3761  ___________________________________________________________________
 SY3761* NAD 83(1991)-  47 38 27.28364(N)    122 14 30.21728(W)     ADJUSTED  
 SY3761* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY3761  ___________________________________________________________________
 SY3761  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 SY3761  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY3761
 SY3761  HORZ ORDER  -  THIRD
 SY3761
 SY3761.The horizontal coordinates were established by classical geodetic methods
 SY3761.and adjusted by the National Geodetic Survey in December 1991..
 SY3761
 SY3761.The orthometric height was scaled from a topographic map.
 SY3761
 SY3761.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3761
 SY3761.The geoid height was determined by GEOID03.
 SY3761
 SY3761;                    North         East     Units Scale Factor Converg.
 SY3761;SPC WA N     -    72,226.187   394,179.221   MT  0.99997670   -1 02 54.9
 SY3761;SPC WA N     -   236,962.08  1,293,236.33   sFT  0.99997670   -1 02 54.9
 SY3761;UTM  10      - 5,276,668.852   556,955.009   MT  0.99963986   +0 33 37.2
 SY3761
 SY3761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3761!SPC WA N     -   1.00000230  x   0.99997670  =   0.99997900
 SY3761!UTM  10      -   1.00000230  x   0.99963986  =   0.99964216
 SY3761
 SY3761|---------------------------------------------------------------------|
 SY3761| PID    Reference Object                     Distance      Geod. Az  |
 SY3761|                                                           dddmmss.s |
 SY3761| CF6616 FAIR RM 1                                          00702     |
 SY3761| CF6617 FAIR RM 2                                          13048     |
 SY3761| SY3777 WHARFHOUSE NORTH GABLE              482.610 METERS 1815038.7 |
 SY3761| SY3762 BOATHOUSE WEST GABLE                 88.289 METERS 19345     |
 SY3761| SY4350 RED ROOFED HOUSE LARGE CHIMNEY      APPROX. 4.9 KM 2291845.4 |
 SY3761| SY3948 SEATTLE ATHLETIC CLUB FS            APPROX. 3.3 KM 2422501.8 |
 SY3761| SY3901 MADISON 1919                        APPROX. 2.8 KM 2500226.0 |
 SY3761| SY3907 MADISON RANGE BEACON                APPROX. 2.7 KM 2654058.0 |
 SY3761| SY3927 CHANNEL LIGHT                       APPROX. 3.7 KM 2803022.2 |
 SY3761| SY4056 WEBSTER POINT LIGHT                 APPROX. 2.8 KM 2843851.3 |
 SY3761| SY3855 LARGE HOUSE CHIMNEY                 APPROX. 2.9 KM 3172015.4 |
 SY3761| SY4044 SOUTH RANGE                         APPROX. 3.3 KM 3243306.0 |
 SY3761| SY3722 NORTH RANGE                         APPROX. 4.1 KM 3511848.0 |
 SY3761|---------------------------------------------------------------------|
 SY3761
 SY3761                          SUPERSEDED SURVEY CONTROL
 SY3761
 SY3761  NAD 83(1986)-  47 38 27.27712(N)    122 14 30.22303(W) AD(       ) 3
 SY3761  NAD 27      -  47 38 27.92400(N)    122 14 25.77900(W) AD(       ) 3
 SY3761
 SY3761.Superseded values are not recommended for survey control.
 SY3761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3761.See file dsdata.txt to determine how the superseded data were derived.
 SY3761
 SY3761_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5695576669(NAD 83)
 SY3761_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3761_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3761
 SY3761  HISTORY     - Date     Condition        Report By
 SY3761  HISTORY     - 1919     MONUMENTED       CGS
 SY3761  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY3761
 SY3761                          STATION DESCRIPTION
 SY3761
 SY3761'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3761'THIS IS A MAIN SCHEME STATION ON THE E SHORE OF THE LAKE ABOUT
 SY3761'1/4 MILE S OF FAIRWEATHER POINT AND MIDWAY BETWEEN TWO WHARFS ON
 SY3761'LAKE EDGE.  NAME AND YEAR STAMPED THEREON.
 SY3761'
 SY3761'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 SY3761'DESCRIBED IN NOTE 11B.  STATION MARK IS DISK SET IN CONCRETE,
 SY3761'NOTE 1B.
 SY3761
 SY3761                          STATION RECOVERY (1953)
 SY3761
 SY3761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3761'A THOROUGH SEARCH WAS MADE FOR THE STATION ALONG THE
 SY3761'SHORELINE.  THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1352 ***********************************************************************
 SV1352  DESIGNATION -  FAIR
 SV1352  PID         -  SV1352
 SV1352  STATE/COUNTY-  WA/SPOKANE
 SV1352  USGS QUAD   -  DEEP CREEK (1986)
 SV1352
 SV1352                         *CURRENT SURVEY CONTROL
 SV1352  ___________________________________________________________________
 SV1352* NAD 83(1991)-  47 38 13.08150(N)    117 40 22.14717(W)     ADJUSTED  
 SV1352* NAVD 88     -       755.52   (+/-2cm)    2478.7    (feet)  VERTCON   
 SV1352  ___________________________________________________________________
 SV1352  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 SV1352  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 SV1352
 SV1352  HORZ ORDER  -  FIRST
 SV1352  VERT ORDER  -  THIRD ? (See Below)
 SV1352
 SV1352.The horizontal coordinates were established by classical geodetic methods
 SV1352.and adjusted by the National Geodetic Survey in December 1991..
 SV1352
 SV1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1352.The vertical order pertains to the NGVD 29 superseded value.
 SV1352
 SV1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1352
 SV1352.The geoid height was determined by GEOID03.
 SV1352
 SV1352;                    North         East     Units Scale Factor Converg.
 SV1352;SPC WA N     -    75,695.439   737,432.294   MT  0.99997727   +2 21 11.0
 SV1352;SPC WA N     -   248,344.12  2,419,392.45   sFT  0.99997727   +2 21 11.0
 SV1352;UTM  11      - 5,276,171.172   449,459.759   MT  0.99963139   -0 29 49.7
 SV1352
 SV1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1352!SPC WA N     -   0.99988450  x   0.99997727  =   0.99986177
 SV1352!UTM  11      -   0.99988450  x   0.99963139  =   0.99951593
 SV1352
 SV1352|---------------------------------------------------------------------|
 SV1352| PID    Reference Object                     Distance      Geod. Az  |
 SV1352|                                                           dddmmss.s |
 SV1352| CF1423 FAIR RM 1                            30.200 METERS 02207     |
 SV1352| CF1422 FAIR AZ MK                                         0695544.5 |
 SV1352| CF1424 FAIR RM 2                            28.652 METERS 29907     |
 SV1352|---------------------------------------------------------------------|
 SV1352
 SV1352                          SUPERSEDED SURVEY CONTROL
 SV1352
 SV1352  NAD 83(1986)-  47 38 13.09075(N)    117 40 22.13746(W) AD(       ) 1
 SV1352  NAD 27      -  47 38 13.49927(N)    117 40 18.31739(W) AD(       ) 1
 SV1352  NGVD 29 (07/19/86)  754.33   (m)         2474.8    (f) LEVELING    3  
 SV1352
 SV1352.Superseded values are not recommended for survey control.
 SV1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1352.See file dsdata.txt to determine how the superseded data were derived.
 SV1352
 SV1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN4946076171(NAD 83)
 SV1352_MARKER: DS = TRIANGULATION STATION DISK
 SV1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1352_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SV1352
 SV1352  HISTORY     - Date     Condition        Report By
 SV1352  HISTORY     - 1968     MONUMENTED       CGS
 SV1352  HISTORY     - 1971     GOOD             NGS
 SV1352
 SV1352                          STATION DESCRIPTION
 SV1352
 SV1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SV1352'THE STATION IS LOCATED ABOUT 16 MILES WEST OF SPOKANE, 10 MILES
 SV1352'EAST-SOUTHEAST OF REARDAN, 4 MILES NORTH OF MEDICAL LAKE AND ON
 SV1352'PROPERTY OWNED BY MR. FLOYD LEINWEBER.
 SV1352'
 SV1352'TO REACH THE STATION FROM THE POST OFFICE IN AIRWAY HEIGHTS, GO
 SV1352'WEST ON U.S. HIGHWAY 2 FOR 2.35 MILES TO THE MAIN ENTRANCE OF
 SV1352'FAIRCHILD AIR FORCE BASE ON THE LEFT.  CONTINUE AHEAD WEST ON
 SV1352'HIGHWAY 2 FOR 1.2 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 SV1352'ON THE PAVED ROAD FOR 0.25 MILE TO A DRIVEWAY ON THE
 SV1352'RIGHT.  (CONTINUE AHEAD ON THE PAVED ROAD FOR 0.1 MILE TO THE
 SV1352'AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO WEST ON THE
 SV1352'DRIVEWAY FOR 0.05 MILE THENCE SOUTH FOR 0.05 MILE TO A GATE IN
 SV1352'THE NORTHWEST CORNER OF A BARN LOT.  PASS THROUGH THE GATE AND GO
 SV1352'SOUTH, KEEPING TO THE EAST SIDE OF THE BARN FOR 0.05 MILE TO
 SV1352'A WIRE GATE.  PASS THROUGH THE GATE AND GO WESTERLY ALONG THE
 SV1352'SOUTH SIDE OF A FENCE FOR 0.2 MILE TO THE TOP OF A SMALL RISE
 SV1352'AND THE STATION ON THE LEFT.
 SV1352'
 SV1352'THE STATION MARK IS A STANDARD DISK STAMPED FAIR 1968, SET IN
 SV1352'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 SV1352'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 98
 SV1352'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 69
 SV1352'FEET SOUTH OF A FENCE.
 SV1352'
 SV1352'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FAIR NO 1 1968, SET
 SV1352'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 SV1352'DIAMETER AND PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 2
 SV1352'FEET SOUTH OF THE FENCE AND 2 FEET SOUTHEAST OF THE METAL WITNESS
 SV1352'POST WITH SIGN ATTACHED.
 SV1352'
 SV1352'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FAIR NO 2 1968, SET
 SV1352'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 SV1352'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 SV1352'120 FEET WEST OF THE METAL WITNESS POST WITH SIGN ATTACHED AND 2
 SV1352'FEET SOUTH OF THE FENCE.
 SV1352'
 SV1352'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FAIR 1968, SET IN THE
 SV1352'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND
 SV1352'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET WEST OF
 SV1352'THE CENTER OF THE PAVED ROAD, 7 FEET SOUTH OF A FENCE CORNER, 1
 SV1352'FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST
 SV1352'WITH SIGN ATTACHED.
 SV1352
 SV1352                          STATION RECOVERY (1971)
 SV1352
 SV1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 SV1352'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 SV1352'RECOVERED AS DESCRIBED IN 1968.  DUE TO AN OMITTED MILEAGE, A NEW
 SV1352'DESCRIPTION FOLLOWS.
 SV1352'
 SV1352'THE STATION IS LOCATED ABOUT 16 MILES WEST OF SPOKANE, 10 MILES
 SV1352'EAST-SOUTHEAST OF REARDAN AND 4 MILES NORTH OF MEDICAL LAKE.  IT IS
 SV1352'ON PROPERTY OWNED BY MR. FLOYD LEINWEBER.
 SV1352'
 SV1352'TO REACH THE STATION FROM THE POST OFFICE IN AIRWAY HEIGHTS, GO
 SV1352'WEST ON U.S. HIGHWAY 2 FOR 2.35 MILES TO THE MAIN ENTRANCE TO
 SV1352'FAIRCHILD AIR FORCE BASE ON THE LEFT.  CONTINUE FOR 1.1 MILES TO A
 SV1352'CROSSROAD.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.25 MILE
 SV1352'TO A HOUSE AND DRIVEWAY ON THE LEFT.  (TO REACH THE AZIMUTH MARK
 SV1352'FROM HERE, CONTINUE SOUTH ON THE PAVED ROAD FOR 0.1 MILE TO
 SV1352'THE MARK ON THE RIGHT.)
 SV1352'TURN RIGHT AND GO WEST ON THE DRIVEWAY FOR 0.05 MILE THEN
 SV1352'LEFT, SOUTH, FOR 0.05 MILE TO A GATE.  PASS THROUGH THE GATE
 SV1352'AND GO SOUTH KEEPING TO THE WEST OF A BARN FOR 0.05 MILE TO A
 SV1352'GATE.  PASS THROUGH THE GATE, TURN RIGHT, AND GO WEST ALONG
 SV1352'THE SOUTH SIDE OF A FENCE FOR 0.2 MILE TO THE TOP OF A SMALL HILL
 SV1352'AND THE STATION ON THE LEFT.
 SV1352'
 SV1352'THE STATION MARK IS A STANDARD DISK STAMPED FAIR 1968.  IT IS
 SV1352'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SV1352'PROJECTS ABOUT 4 INCHES.  IT IS 98 FEET SOUTHWEST OF A WITNESS POST
 SV1352'AND 69 FEET SOUTH OF A FENCE.
 SV1352'
 SV1352'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FAIR NO 1 1968.  IT IS
 SV1352'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SV1352'PROJECTS ABOUT 1 FOOT.  IT IS 2 FEET SOUTH OF THE FENCE AND 2 FEET
 SV1352'SOUTHEAST OF THE WITNESS POST.
 SV1352'
 SV1352'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FAIR NO 2 1968.  IT IS
 SV1352'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SV1352'PROJECTS ABOUT 4 INCHES.  IT IS 120 FEET WEST OF THE WITNESS POST
 SV1352'AND 2 FEET SOUTH OF THE FENCE.
 SV1352'
 SV1352'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FAIR 1968.  IT IS SET
 SV1352'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 SV1352'PROJECTS ABOUT 4 INCHES.  IT IS 32 FEET WEST OF THE CENTERLINE OF
 SV1352'PAVED ROAD, 7 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A
 SV1352'FENCE, AND 1 FOOT SOUTH OF A WITNESS POST.
 SV1352'
 SV1352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 SV1352'NORTH.
 SV1352'
 SV1352'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5645 ***********************************************************************
 SY5645  FBN         -  This is a Federal Base Network Control Station.
 SY5645  DESIGNATION -  FAIR
 SY5645  PID         -  SY5645
 SY5645  STATE/COUNTY-  WA/GRAYS HARBOR
 SY5645  USGS QUAD   -  ELMA (1981)
 SY5645
 SY5645                         *CURRENT SURVEY CONTROL
 SY5645  ___________________________________________________________________
 SY5645* NAD 83(1998)-  47 00 52.55462(N)    123 22 35.28791(W)     ADJUSTED  
 SY5645* NAVD 88     -        32.316  (meters)     106.02   (feet)  ADJUSTED  
 SY5645  ___________________________________________________________________
 SY5645  X           -  -2,396,679.778 (meters)                     COMP
 SY5645  Y           -  -3,638,005.919 (meters)                     COMP
 SY5645  Z           -   4,642,879.264 (meters)                     COMP
 SY5645  LAPLACE CORR-          10.40  (seconds)                    DEFLEC99
 SY5645  ELLIP HEIGHT-          10.65  (meters)          (03/21/00) GPS OBS
 SY5645  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 SY5645  DYNAMIC HT  -          32.322 (meters)     106.04  (feet)  COMP
 SY5645  MODELED GRAV-     980,791.2   (mgal)                       NAVD 88
 SY5645
 SY5645  HORZ ORDER  -  A
 SY5645  VERT ORDER  -  SECOND    CLASS II
 SY5645  ELLP ORDER  -  THIRD     CLASS II
 SY5645
 SY5645.The horizontal coordinates were established by GPS observations
 SY5645.and adjusted by the National Geodetic Survey in March 2000..
 SY5645.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY5645.DATUM ITEM on the data sheet items page.
 SY5645
 SY5645.The orthometric height was determined by differential leveling
 SY5645.and adjusted by the National Geodetic Survey in April 1995..
 SY5645
 SY5645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY5645
 SY5645.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5645
 SY5645.The ellipsoidal height was determined by GPS observations
 SY5645.and is referenced to NAD 83.
 SY5645
 SY5645.The geoid height was determined by GEOID03.
 SY5645
 SY5645.The dynamic height is computed by dividing the NAVD 88
 SY5645.geopotential number by the normal gravity value computed on the
 SY5645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY5645.degrees latitude (g = 980.6199 gals.).
 SY5645
 SY5645.The modeled gravity was interpolated from observed gravity values.
 SY5645
 SY5645;                    North         East     Units Scale Factor Converg.
 SY5645;SPC WA S     -   190,863.335   281,347.893   MT  0.99994268   -2 05 22.0
 SY5645;SPC WA S     -   626,190.79    923,055.55   sFT  0.99994268   -2 05 22.0
 SY5645;UTM  10      - 5,206,855.158   471,386.549   MT  0.99961006   -0 16 31.4
 SY5645
 SY5645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5645!SPC WA S     -   0.99999833  x   0.99994268  =   0.99994101
 SY5645!UTM  10      -   0.99999833  x   0.99961006  =   0.99960839
 SY5645
 SY5645                          SUPERSEDED SURVEY CONTROL
 SY5645
 SY5645  ELLIP H (11/01/99)   10.83   (m)                       GP(       ) 4 1
 SY5645  NAD 83(1991)-  47 00 52.55202(N)    123 22 35.28938(W) AD(       ) B
 SY5645  ELLIP H (05/29/91)   10.94   (m)                       GP(       ) 4 1
 SY5645  NAVD 88 (11/01/99)   32.32   (m)          106.0    (f) LEVELING    3  
 SY5645  NGVD 29 (05/29/91)   31.30   (m)          102.7    (f) LEVELING    3  
 SY5645
 SY5645.Superseded values are not recommended for survey control.
 SY5645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5645.See file dsdata.txt to determine how the superseded data were derived.
 SY5645
 SY5645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT7138706855(NAD 83)
 SY5645_MARKER: DH = HORIZONTAL CONTROL DISK
 SY5645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5645_SP_SET: CONCRETE POST
 SY5645_STAMPING: FAIR 1990
 SY5645_MARK LOGO: NGS   
 SY5645_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY5645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5645+STABILITY: SURFACE MOTION
 SY5645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY5645+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1998
 SY5645
 SY5645  HISTORY     - Date     Condition        Report By
 SY5645  HISTORY     - 1990     MONUMENTED       NGS
 SY5645  HISTORY     - 19910209 GOOD
 SY5645  HISTORY     - 19940713 GOOD             WOOLPT
 SY5645  HISTORY     - 19980513 GOOD             WA-027
 SY5645
 SY5645                          STATION DESCRIPTION
 SY5645
 SY5645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SY5645'THE STATION IS LOCATED ABOUT 46.7 KM (29.0 MI) NORTHWEST OF CENTRALIA,
 SY5645'38.6 KM (24.0 MI) WEST OF OLYMPIA, 35.4 KM (22.0 MI) SOUTHEAST OF
 SY5645'HUMPTULIPS, 32.2 KM (20.0 MI) EAST OF ABERDEEN AND AT THE GRAYS
 SY5645'HARBOR COUNTY FAIRGROUNDS AT ELMA.
 SY5645'TO REACH FROM THE JUNCTION OF US HIGHWAY 12 AND STATE ROUTE 8 IN ELMA,
 SY5645'GO EASTERLY ON STATE ROUTE 8 FOR 1.29 KM (0.80 MI) TO A CROSS ROAD.
 SY5645'TURN LEFT AND GO NORTH AND WESTERLY ON FAIRGROUNDS ROAD FOR 1.13 KM
 SY5645'(0.70 MI) TO A CROSS ROAD.  TURN RIGHT AND GO NORTH ON THE ELMA-MC
 SY5645'CLEARY ROAD FOR 0.48 KM (0.30 MI) TO A SIDE ROAD RIGHT AND A GATE.
 SY5645'TURN RIGTH, PASS THROUGH THE GATE AND GO EASTERLY ACROSS THE
 SY5645'FAIRGROUNDS PARKING LOT TO THE STATION ON THE LEFT.
 SY5645'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS SET
 SY5645'FLUSH WITH THE SURFACE OF THE PARKING LOT.  IT IS 43.4 M (142.4 FT)
 SY5645'NORTHEAST OF THE NORTHEAST CORNER OF A LARGE METAL BUILDING, 26.4 M
 SY5645'(86.6 FT) NORTH OF THE NORTHWEST CORNER OF A WOODEN FENCE, 17.2 M
 SY5645'(56.4 FT) SOUTH OF THE NORTH EDGE OF THE PARKING LOT AND 2.5 M
 SY5645'(8.2 FT) SOUTHEAST OF THE THIRD LIGHT POLE FROM THE GATE.
 SY5645
 SY5645                          STATION RECOVERY (1991)
 SY5645
 SY5645'RECOVERED 1991
 SY5645'RECOVERED IN GOOD CONDITION.
 SY5645
 SY5645                          STATION RECOVERY (1994)
 SY5645
 SY5645'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1994 (TFM)
 SY5645'RECOVERED AS DESCRIBED.
 SY5645
 SY5645                          STATION RECOVERY (1998)
 SY5645
 SY5645'RECOVERY NOTE BY GRAYS HARBOR COUNTY WASHINGTON 1998 (BS)
 SY5645'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1351 ***********************************************************************
 SV1351  DESIGNATION -  FAIRCHILD AFB NORTH STANDPIPE
 SV1351  PID         -  SV1351
 SV1351  STATE/COUNTY-  WA/SPOKANE
 SV1351  USGS QUAD   -  DEEP CREEK (1986)
 SV1351
 SV1351                         *CURRENT SURVEY CONTROL
 SV1351  ___________________________________________________________________
 SV1351* NAD 83(1991)-  47 37 48.64956(N)    117 39 08.52013(W)     ADJUSTED  
 SV1351* NAVD 88     -                                                        
 SV1351  ___________________________________________________________________
 SV1351  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 SV1351  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 SV1351
 SV1351  HORZ ORDER  -  THIRD
 SV1351
 SV1351.The horizontal coordinates were established by classical geodetic methods
 SV1351.and adjusted by the National Geodetic Survey in December 1991..
 SV1351
 SV1351
 SV1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1351
 SV1351.The geoid height was determined by GEOID03.
 SV1351
 SV1351;                    North         East     Units Scale Factor Converg.
 SV1351;SPC WA N     -    75,004.843   738,999.046   MT  0.99997826   +2 22 05.9
 SV1351;SPC WA N     -   246,078.39  2,424,532.70   sFT  0.99997826   +2 22 05.9
 SV1351;UTM  11      - 5,275,403.789   450,989.700   MT  0.99962952   -0 28 55.1
 SV1351
 SV1351                          SUPERSEDED SURVEY CONTROL
 SV1351
 SV1351  NAD 83(1986)-  47 37 48.65898(N)    117 39 08.51344(W) AD(       ) 4
 SV1351  NAD 27      -  47 37 49.05800(N)    117 39 04.74900(W) AD(       ) 3
 SV1351
 SV1351.Superseded values are not recommended for survey control.
 SV1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1351.See file dsdata.txt to determine how the superseded data were derived.
 SV1351
 SV1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5099075404(NAD 83)
 SV1351
 SV1351  HISTORY     - Date     Condition        Report By
 SV1351  HISTORY     - 1950     MONUMENTED       CGS
 SV1351  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SV1351
 SV1351                          STATION DESCRIPTION
 SV1351
 SV1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SV1351'THE STATION IS A CONCRETE CONSTRUCTED WATER TANK WHICH IS ABOUT 40
 SV1351'FEET IN DIAMETER AND ABOUT 100 FEET HIGH.
 SV1351'
 SV1351'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE AIR BASE
 SV1351'AND IS THE NORTH ONE OF TWO STAND PIPES.
 SV1351'
 SV1351'THE POINT OF INTERSECTION IS THE CENTER OF THE HIGHEST POINT.
 SV1351
 SV1351                          STATION RECOVERY (1969)
 SV1351
 SV1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 SV1351'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SV1351'
 SV1351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT FAIRCHILD AIR
 SV1351'FORCE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1350 ***********************************************************************
 SV1350  DESIGNATION -  FAIRCHILD AFB STANDPIPE BEACON
 SV1350  PID         -  SV1350
 SV1350  STATE/COUNTY-  WA/SPOKANE
 SV1350  USGS QUAD   -  DEEP CREEK (1986)
 SV1350
 SV1350                         *CURRENT SURVEY CONTROL
 SV1350  ___________________________________________________________________
 SV1350* NAD 83(1991)-  47 37 47.46701(N)    117 39 06.15512(W)     ADJUSTED  
 SV1350* NAVD 88     -                                                        
 SV1350  ___________________________________________________________________
 SV1350  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 SV1350  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 SV1350
 SV1350  HORZ ORDER  -  THIRD
 SV1350
 SV1350.The horizontal coordinates were established by classical geodetic methods
 SV1350.and adjusted by the National Geodetic Survey in December 1991..
 SV1350
 SV1350
 SV1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1350
 SV1350.The geoid height was determined by GEOID03.
 SV1350
 SV1350;                    North         East     Units Scale Factor Converg.
 SV1350;SPC WA N     -    74,970.394   739,049.887   MT  0.99997831   +2 22 07.6
 SV1350;SPC WA N     -   245,965.37  2,424,699.50   sFT  0.99997831   +2 22 07.6
 SV1350;UTM  11      - 5,275,366.866   451,038.748   MT  0.99962946   -0 28 53.4
 SV1350
 SV1350                          SUPERSEDED SURVEY CONTROL
 SV1350
 SV1350  NAD 83(1986)-  47 37 47.47645(N)    117 39 06.14835(W) AD(       ) 4
 SV1350  NAD 27      -  47 37 47.87900(N)    117 39 02.37000(W) AD(       ) 3
 SV1350
 SV1350.Superseded values are not recommended for survey control.
 SV1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1350.See file dsdata.txt to determine how the superseded data were derived.
 SV1350
 SV1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5103975367(NAD 83)
 SV1350_MARKER: 21 = AIRPORT BEACON
 SV1350_SETTING: 0 = UNSPECIFIED SETTING
 SV1350
 SV1350  HISTORY     - Date     Condition        Report By
 SV1350  HISTORY     - 1950     FIRST OBSERVED   CGS
 SV1350  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SV1350  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SV1350  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SV1350  HISTORY     - 1982     GOOD             NGS
 SV1350  HISTORY     - 19831004 GOOD             NGS
 SV1350
 SV1350                          STATION DESCRIPTION
 SV1350
 SV1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SV1350'THE STATION IS A CONCRETE CONSTRUCTED WATER TANK WHICH IS ABOUT 40
 SV1350'FEET IN DIAMETER AND 100 FEET HIGH.  IT IS NUMBERED 2223.  THE POINT
 SV1350'OF INTERSECTION IS THE CENTER OF THE REVOLVING LIGHT WHICH IS ON
 SV1350'THE HIGHEST POINT OF THE TANK.
 SV1350'
 SV1350'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE AIR BASE.
 SV1350
 SV1350                          STATION RECOVERY (1957)
 SV1350
 SV1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SV1350'THE STATION IS LOCATED AT FAIRCHILD AIR FORCE BASE ABOUT 10 MILES
 SV1350'WEST SOUTHWEST OF SPOKANE AND 2 MILES NORTH OF MEDICAL LAKE.
 SV1350'
 SV1350'THE STATION IS THE BEACON ON THE TOP AND APPROXIMATE CENTER OF THE
 SV1350'EAST ONE OF TWO STANDPIPES.  THE STANDPIPES ARE PAINTED RED AND
 SV1350'WHITE.
 SV1350
 SV1350                          STATION RECOVERY (1965)
 SV1350
 SV1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1350'RECOVERED AS DESCRIBED.  THIS IS ALSO THE SAME POINT AS FAIRCHILD
 SV1350'AIR FORCE BASE, BEACON.
 SV1350
 SV1350                          STATION RECOVERY (1969)
 SV1350
 SV1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 SV1350'THIS MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SV1350'
 SV1350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT FAIRCHILD AIR
 SV1350'FORCE BASE.
 SV1350
 SV1350                          STATION RECOVERY (1982)
 SV1350
 SV1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DMM)
 SV1350'RECOVERED AS DESCRIBED.
 SV1350'
 SV1350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FAIRCHILD
 SV1350'AFB.
 SV1350
 SV1350                          STATION RECOVERY (1983)
 SV1350
 SV1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAW)
 SV1350'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5317 ***********************************************************************
 SY5317  DESIGNATION -  FAIRVIEW
 SY5317  PID         -  SY5317
 SY5317  STATE/COUNTY-  WA/KITSAP
 SY5317  USGS QUAD   -  BREMERTON WEST (1981)
 SY5317
 SY5317                         *CURRENT SURVEY CONTROL
 SY5317  ___________________________________________________________________
 SY5317* NAD 83(1991)-  47 37 15.66885(N)    122 40 34.90459(W)     ADJUSTED  
 SY5317* NAVD 88     -                                                        
 SY5317  ___________________________________________________________________
 SY5317  LAPLACE CORR-         -14.24  (seconds)                    DEFLEC99
 SY5317  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 SY5317
 SY5317  HORZ ORDER  -  THIRD
 SY5317
 SY5317.The horizontal coordinates were established by classical geodetic methods
 SY5317.and adjusted by the National Geodetic Survey in December 1991..
 SY5317
 SY5317
 SY5317.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5317
 SY5317.The geoid height was determined by GEOID03.
 SY5317
 SY5317;                    North         East     Units Scale Factor Converg.
 SY5317;SPC WA N     -    70,704.963   361,475.092   MT  0.99997962   -1 22 19.8
 SY5317;SPC WA N     -   231,971.20  1,185,939.53   sFT  0.99997962   -1 22 19.8
 SY5317;UTM  10      - 5,274,230.206   524,318.181   MT  0.99960727   +0 14 20.7
 SY5317
 SY5317                          SUPERSEDED SURVEY CONTROL
 SY5317
 SY5317  NAD 83(1986)-  47 37 15.66422(N)    122 40 34.91100(W) AD(       ) 4
 SY5317  NAD 27      -  47 37 16.32400(N)    122 40 30.40400(W) AD(       ) 3
 SY5317
 SY5317.Superseded values are not recommended for survey control.
 SY5317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5317.See file dsdata.txt to determine how the superseded data were derived.
 SY5317
 SY5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2431874230(NAD 83)
 SY5317
 SY5317  HISTORY     - Date     Condition        Report By
 SY5317  HISTORY     - 1935     MONUMENTED       CGS
 SY5317
 SY5317                          STATION DESCRIPTION
 SY5317
 SY5317'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5317'LOCATED IN PUGET SOUND N AND W OF BREMERTON ON THE E SHORE OF
 SY5317'DYES INLET AND ON THE DOCK AT FAIRVIEW.  THE STATION (UNOCCUPIED)
 SY5317'IS A POINT ON THE DOCK FLOOR NOT RECOVERABLE BECAUSE OF POOR
 SY5317'CONDITION OF FLOOR AND THEREFORE NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1278 ***********************************************************************
 SV1278  DESIGNATION -  FAIRVIEW
 SV1278  PID         -  SV1278
 SV1278  STATE/COUNTY-  WA/SPOKANE
 SV1278  USGS QUAD   -  CHENEY (1980)
 SV1278
 SV1278                         *CURRENT SURVEY CONTROL
 SV1278  ___________________________________________________________________
 SV1278* NAD 83(1991)-  47 29 01.44346(N)    117 36 08.72256(W)     ADJUSTED  
 SV1278* NAVD 88     -       772.0    (meters)    2533.     (feet)  VERTCON   
 SV1278  ___________________________________________________________________
 SV1278  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 SV1278  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 SV1278
 SV1278  HORZ ORDER  -  THIRD
 SV1278
 SV1278.The horizontal coordinates were established by classical geodetic methods
 SV1278.and adjusted by the National Geodetic Survey in December 1991..
 SV1278
 SV1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1278
 SV1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1278
 SV1278.The geoid height was determined by GEOID03.
 SV1278
 SV1278;                    North         East     Units Scale Factor Converg.
 SV1278;SPC WA N     -    58,893.545   743,432.712   MT  1.00000307   +2 24 19.7
 SV1278;SPC WA N     -   193,219.91  2,439,078.82   sFT  1.00000307   +2 24 19.7
 SV1278;UTM  11      - 5,259,097.894   454,615.523   MT  0.99962531   -0 26 38.6
 SV1278
 SV1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1278!SPC WA N     -   0.99988193  x   1.00000307  =   0.99988500
 SV1278!UTM  11      -   0.99988193  x   0.99962531  =   0.99950728
 SV1278
 SV1278|---------------------------------------------------------------------|
 SV1278| PID    Reference Object                     Distance      Geod. Az  |
 SV1278|                                                           dddmmss.s |
 SV1278| CF1426 FAIRVIEW RM 1                        15.613 METERS 06043     |
 SV1278| SV1279 CHENEY EAST WASH COLL EDUC STK      APPROX. 1.9 KM 0654243.9 |
 SV1278| CF1427 FAIRVIEW RM 2                        18.219 METERS 13036     |
 SV1278| CF1425 FAIRVIEW AZ MK                                     1931456.7 |
 SV1278|---------------------------------------------------------------------|
 SV1278
 SV1278                          SUPERSEDED SURVEY CONTROL
 SV1278
 SV1278  NAD 83(1986)-  47 29 01.45203(N)    117 36 08.71512(W) AD(       ) 3
 SV1278  NAD 27      -  47 29 01.85300(N)    117 36 04.98000(W) AD(       ) 3
 SV1278  NGVD 29 (07/19/86)  770.8    (m)         2529.     (f) VERT ANG       
 SV1278
 SV1278.Superseded values are not recommended for survey control.
 SV1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1278.See file dsdata.txt to determine how the superseded data were derived.
 SV1278
 SV1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5461659098(NAD 83)
 SV1278_MARKER: DS = TRIANGULATION STATION DISK
 SV1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1278_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SV1278
 SV1278  HISTORY     - Date     Condition        Report By
 SV1278  HISTORY     - 1950     MONUMENTED       CGS
 SV1278  HISTORY     - 1952     GOOD             USGS
 SV1278  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SV1278  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SV1278  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SV1278  HISTORY     - 1968     SEE DESCRIPTION  BPA
 SV1278  HISTORY     - 1970     SEE DESCRIPTION  WAA
 SV1278
 SV1278                          STATION DESCRIPTION
 SV1278
 SV1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SV1278'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE FAIRVIEW
 SV1278'CEMETERY, ABOUT 1 MILE AIRLINE WEST OF CHENEY, ABOUT 11 MILES
 SV1278'AIRLINE WEST-NORTHWEST OF SPANGLE AND ABOUT 16 MILES AIRLINE
 SV1278'SOUTHWEST OF SPOKANE.
 SV1278'
 SV1278'TO REACH THE STATION FROM THE POST OFFICE IN CHENEY, GO SOUTHWEST ON
 SV1278'U.S. HIGHWAY 395 FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 SV1278'RIGHT ONTO UNION AVENUE AND GO 1 BLOCK TO A CROSS ROAD.  TURN LEFT
 SV1278'ONTO SECOND STREET AND GO 0.35 MILE TO A FORK.  TURN RIGHT ON WEST
 SV1278'SECOND STREET AND GO 0.8 MILE TO THE FAIRVIEW CEMETERY AND A SIDE
 SV1278'ROAD ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND
 SV1278'GO 0.15 MILE TO THE NORTHEAST CORNER OF THE CEMETERY AND THE STATION.
 SV1278'
 SV1278'THE STATION MARK IS A STANDARD DISK STAMPED FAIRVIEW 1950 SET IN
 SV1278'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 SV1278'SURFACE OF THE GROUND.  IT IS 6.3 FEET EAST OF A WHITE WITNESS POST
 SV1278'AND ABOUT 46 FEET WEST OF A POWER LINE POLE WITH A TRIANGLE BLAZE.
 SV1278'
 SV1278'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED FAIRVIEW NO 1
 SV1278'1950 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 SV1278'ABOUT 1 INCH ABOVE THE GROUND.  IT IS ABOUT 10 INCHES WEST OF A
 SV1278'FENCE LINE, ABOUT 26 FEET NORTH OF THE POWER LINE POLE WITH THE
 SV1278'TRIANGLE BLAZE AND ABOUT 6 FEET LOWER THAN THE STATION.
 SV1278'
 SV1278'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED FAIRVIEW NO 2 1950
 SV1278'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 SV1278'ABOUT 1 INCH ABOVE THE GROUND.  IT IS ABOUT 6 INCHES WEST OF A FENCE
 SV1278'LINE, ABOUT 39 FEET SOUTH OF THE POWER LINE POLE WITH THE TRIANGLE
 SV1278'BLAZE AND ABOUT 8 FEET LOWER THAN THE STATION.
 SV1278'
 SV1278'THE AZIMUTH MARK IS LOCATED IN A PASTURE OPPOSITE THE ENTRANCE TO THE
 SV1278'FAIRVIEW CEMETERY AND IS A STANDARD DISK STAMPED FAIRVIEW 1950 SET
 SV1278'IN A DRILL HOLE IN A 3-FOOT BOULDER THAT PROJECTS ABOUT 2 FEET
 SV1278'ABOVE THE GROUND.  IT IS ABOUT 6 FEET WEST OF A 2-FOOT CAIRN, ABOUT
 SV1278'150 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND ABOUT 180 FEET
 SV1278'SOUTH OF THE GATEWAY TO THE FAIRVIEW CEMETERY.
 SV1278'
 SV1278'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 SV1278
 SV1278                          STATION RECOVERY (1952)
 SV1278
 SV1278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SV1278'RECOVERED IN GOOD CONDITION.
 SV1278
 SV1278                          STATION RECOVERY (1963)
 SV1278
 SV1278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RGK)
 SV1278'STATION HAS BEEN DESTROYED.  IT WAS KNOCKED OUT BY GRADING OF ROAD
 SV1278'AROUND PERIMETER OF CEMETERY.  BRASS CAP IS STILL LYING NEARBY -
 SV1278'CONCRETE BROKEN OFF TOP OF MONUMENT.
 SV1278'
 SV1278'RMS 1 AND 2 HAVE BEEN RECOVERED IN GOOD CONDITION.
 SV1278
 SV1278                          STATION RECOVERY (1964)
 SV1278
 SV1278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SV1278'THE REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED,
 SV1278'BUT A ROAD HAS BEEN BLADED AROUND THE CEMETERY AND THE TOP THREE
 SV1278'INCHES BROKEN OFF THE STATION MARK, EVIDENTLY BY THE BLADER.  THE
 SV1278'ORIGINAL POSITION OF THE DISK WAS DETERMINED BY OBSERVING ANGLES TO
 SV1278'THE AZIMUTH MARK AND THE TWO REFERENCE MARKS.  A HOLE WAS DRILLED IN
 SV1278'THE CONCRETE POST AND THE DISK RESET.  1964 WAS ADDED TO THE
 SV1278'STANDPIPE.
 SV1278'
 SV1278'THE STATION MARK IS IN THE ROADWAY, ABOUT 2 FEET SOUTH OF THE NORTH
 SV1278'EDGE OF THE ROAD AND 1 INCH BELOW GROUND.  IT IS AT THE NORTHEAST
 SV1278'CORNER OF THE CEMETERY, 46.5 FEET WEST OF THE WEST EDGE OF A POWER
 SV1278'POLE WITH A TRIANGLE BLAZE AND 41.2 FEET NORTH OF THE NORTH EDGE OF A
 SV1278'3-FOOT TALL TOMBSTONE INSCRIBED JACOB TRITT.
 SV1278'
 SV1278'THE AZIMUTH MARK IS ABOUT 9 YARDS WEST OF THE EXTENDED CENTER LINE
 SV1278'OF THE DIRT ROAD ALONG THE WESTERN EDGE OF THE CEMETERY.
 SV1278'
 SV1278'STATION CAN BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 10 AND
 SV1278'SALNAVE ROAD IN CHENEY (ONE BLOCK WEST OF THE HACIENDA MOTEL) BY
 SV1278'GOING NORTH ON SALNAVE ROAD 1 BLOCK TO A CROSSROAD, CONTINUE
 SV1278'STRAIGHT ACROSS THE INTERSECTION AND FOLLOW THE BLACKTOP ROAD
 SV1278'NORTHWESTERLY 0.8 MILE TO THE CEMETERY ON THE RIGHT AND THE STATION
 SV1278'AS DESCRIBED.
 SV1278
 SV1278                          STATION RECOVERY (1965)
 SV1278
 SV1278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1278'THE STATION WAS RECOVERED AS INDICATED IN 1964 BY IRR.
 SV1278
 SV1278                          STATION RECOVERY (1968)
 SV1278
 SV1278'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1968
 SV1278'TO REACH FROM THE CHENEY POST OFFICE, GO SOUTH ON SECOND STREET
 SV1278'FOR 0.4 MILE TO SALNAVE ROAD, TURN RIGHT WEST ON SALNAVE ROAD, AND GO
 SV1278'0.9 MILE TO CEMETERY GATE ON THE RIGHT.  THE STATION REFERENCE MARKS
 SV1278'AND AZIMUTH RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 SV1278
 SV1278                          STATION RECOVERY (1970)
 SV1278
 SV1278'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1970
 SV1278'STATION, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2447 ***********************************************************************
 SA2447  DESIGNATION -  FAIRVIEW 2
 SA2447  PID         -  SA2447
 SA2447  STATE/COUNTY-  WA/BENTON
 SA2447  USGS QUAD   -  WHITSTRAN SE (1965)
 SA2447
 SA2447                         *CURRENT SURVEY CONTROL
 SA2447  ___________________________________________________________________
 SA2447* NAD 83(1991)-  46 07 27.93840(N)    119 36 04.86847(W)     ADJUSTED  
 SA2447* NAVD 88     -       334.49   (meters)    1097.4    (feet)  RESET     
 SA2447  ___________________________________________________________________
 SA2447  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 SA2447  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA2447
 SA2447  HORZ ORDER  -  SECOND
 SA2447  VERT ORDER  -  THIRD
 SA2447
 SA2447.The horizontal coordinates were established by classical geodetic methods
 SA2447.and adjusted by the National Geodetic Survey in December 1991..
 SA2447
 SA2447.The orthometric height was computed from unverified reset data.
 SA2447.No vertical observational check was made to the station.
 SA2447
 SA2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2447
 SA2447.The geoid height was determined by GEOID03.
 SA2447
 SA2447;                    North         East     Units Scale Factor Converg.
 SA2447;SPC WA S     -    88,325.494   569,450.805   MT  0.99994672   +0 39 10.0
 SA2447;SPC WA S     -   289,781.22  1,868,273.18   sFT  0.99994672   +0 39 10.0
 SA2447;UTM  11      - 5,111,162.228   299,025.880   MT  1.00009655   -1 52 32.9
 SA2447
 SA2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2447!SPC WA S     -   0.99995091  x   0.99994672  =   0.99989764
 SA2447!UTM  11      -   0.99995091  x   1.00009655  =   1.00004746
 SA2447
 SA2447:                Primary Azimuth Mark                     Grid Az
 SA2447:SPC WA S     -  FAIRVIEW AZ MK 2                         359 43 35.7
 SA2447:UTM  11      -  FAIRVIEW AZ MK 2                         002 15 18.6
 SA2447
 SA2447|---------------------------------------------------------------------|
 SA2447| PID    Reference Object                     Distance      Geod. Az  |
 SA2447|                                                           dddmmss.s |
 SA2447| SA2367 FAIRVIEW AZ MK 2                    APPROX. 0.7 KM 0002245.7 |
 SA2447| SA2449 FAIRVIEW 2 RM 7                      17.427 METERS 17852     |
 SA2447| SA2450 FAIRVIEW 3                          101.669 METERS 19110     |
 SA2447| SA1400 FAIRVIEW RESET                       67.475 METERS 21053     |
 SA2447| SA2448 FAIRVIEW 2 RM 6                      13.163 METERS 35848     |
 SA2447|---------------------------------------------------------------------|
 SA2447
 SA2447                          SUPERSEDED SURVEY CONTROL
 SA2447
 SA2447  NAD 83(1991)-  46 07 27.94049(N)    119 36 04.86672(W) AD(       ) 2
 SA2447  NAD 83(1986)-  46 07 27.94708(N)    119 36 04.86112(W) AD(       ) 2
 SA2447  NGVD 29 (03/28/90)  333.04   (m)         1092.6    (f) LEVELING    3  
 SA2447
 SA2447.Superseded values are not recommended for survey control.
 SA2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2447.See file dsdata.txt to determine how the superseded data were derived.
 SA2447
 SA2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9902611162(NAD 83)
 SA2447_MARKER: DS = TRIANGULATION STATION DISK
 SA2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2447_SP_SET: CONCRETE POST
 SA2447_STAMPING: FAIRVIEW 2 1982
 SA2447_MARK LOGO: NGS   
 SA2447_PROJECTION: FLUSH
 SA2447_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2447+STABILITY: SURFACE MOTION
 SA2447
 SA2447  HISTORY     - Date     Condition        Report By
 SA2447  HISTORY     - 1982     MONUMENTED       NGS
 SA2447  HISTORY     - 19821209 GOOD             NGS
 SA2447
 SA2447                          STATION DESCRIPTION
 SA2447
 SA2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 SA2447'THIS STATION HAS BEEN ESTABLISHED TO REPLACE STATION FAIRVIEW 1947
 SA2447'WHICH WILL BE DESTROYED BY HIGHWAY CONSTRUCTION.  THE STATION IS
 SA2447'LOCATED ABOUT 20.9 KM (13.00 MI) NORTH OF PATTERSON, 16.1 KM (10.00
 SA2447'MI) SOUTHEAST OF PATTERSON AND ON THE EAST SIDE OF STATE HIGHWAY 221.
 SA2447'TO REACH THE STATION FROM THE POST OFFICE IN PATTERSON GO NORTH ON
 SA2447'STATE HIGHWAY 221 FOR 20.92 KM (13.00 MI) TO A FARM HOUSE ON THE LEFT.
 SA2447'CONTINUE NORTH ON STATE HIGHWAY 221 FOR 0.24 KM (0.15 MI) TO THE
 SA2447'STATION ON THE RIGHT AT A CUT.  THE STATION IS A STANDARD NGS DISK
 SA2447'STAMPED FAIRVIEW 2 1982, SET INTO THE TOP OF AN IRREGULAR MASS OF
 SA2447'CONCRETE 12 INCHES OR 30 CM IN DIAMETER RECESSED 16 INCHES OR 42 CM
 SA2447'BELOW THE GROUND LOCATED 58 FT (17.7 M) E FROM THE CENTER OF THE ROAD,
 SA2447'2 FT (0.6 M) S FROM A TELEPHONE CABLE POST, AND 1 FT (0.3 M) N FROM A
 SA2447'WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 SA2447'FAIRVIEW 2 1982, SET INTO AN IRREGULAR MASS OF CONCRETE 3.5 FT (1.1 M)
 SA2447'BELOW THE SURFACE.  REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED
 SA2447'FAIRVIEW 2 NO 6 1982, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10
 SA2447'INCHES OR 16 CM IN DIAMETER FLUSH WITH GROUND LOCATED 57 FT (17.4 M) E
 SA2447'FROM THE CENTER OF THE HIGHWAY, AND 1 FT (0.3 M) S FROM A WITNESS
 SA2447'POST.  REFERENCE MARK NO 7 IS A STANDARD NGS DISK STAMPED FAIRVIEW 2
 SA2447'NO 7 1982, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES OR
 SA2447'16 CM IN DIAMETER RECESSED 4 INCHES OR 10 CM BELOW THE GROUND LOCATED
 SA2447'59 FT (18.0 M) E FROM THE CENTER OF THE HIGHWAY, AND 0.3 M (1.0 FT) N
 SA2447'FROM A WITNESS POST.  AZIMUTH MARK NO 2 IS A STANDARD CGS DISK STAMPED
 SA2447'FAIRVIEW 1947 RESET 1963, SET INTO THE TOP OF A SQUARE CONCRETE
 SA2447'MONUMENT 10 INCHES OR 16 CM IN DIAMTER PROJECTING 10 INCHES OR 16 CM
 SA2447'ABOVE THE GROUND LOCATED 75 FT (22.9 M) E FROM THE CENTER OF THE
 SA2447'HIGHWAY, 29 FT (8.8 M) N FROM THE CENTER OF SELLARDS ROAD, 1.5 FT (0.5
 SA2447'M) E FROM A WITNESS POST, AND 1.5 FT (0.5 M) W FROM A POWER POLE.  TO
 SA2447'REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE HIGHWAY 271
 SA2447'FOR 0.72 KM (0.45 MI) TO THE INTERSECTION OF SELLARDS ROAD AND THE
 SA2447'MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 SA2447
 SA2447                          STATION RECOVERY (1982)
 SA2447
 SA2447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SA2447'21.16 KM (13.15 MI) NORTH ALONG STATE HIGHWAY 221 FROM THE POST OFFICE
 SA2447'IN PATTERSON TO THE MARK ON THE RIGHT, 0.24 KM (0.15 MI) NORTH OF A
 SA2447'FARM HOUSE, 17.7 M (58.1 FT) EAST OF THE CENTER OF THE ROAD, 0.6 M
 SA2447'(2.0 FT) SOUTH OF A TELEPHONE CABLE POST, 57.17 FT (17.43 M) NORTH OF
 SA2447'FAIRVIEW 2 RM 7 AND 13.163 M (43.186 FT) SOUTH OF FAIRVIEW 2 RM 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2448 ***********************************************************************
 SA2448  DESIGNATION -  FAIRVIEW 2 RM 6
 SA2448  PID         -  SA2448
 SA2448  STATE/COUNTY-  WA/BENTON
 SA2448  USGS QUAD   -  WHITSTRAN SE (1965)
 SA2448
 SA2448                         *CURRENT SURVEY CONTROL
 SA2448  ___________________________________________________________________
 SA2448* NAD 83(1991)-  46 07 28.36462(N)    119 36 04.88129(W)     ADJUSTED  
 SA2448* NAVD 88     -       334.82   (meters)    1098.5    (feet)  RESET     
 SA2448  ___________________________________________________________________
 SA2448  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 SA2448  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA2448
 SA2448  HORZ ORDER  -  THIRD
 SA2448  VERT ORDER  -  THIRD
 SA2448
 SA2448.The horizontal coordinates were established by classical geodetic methods
 SA2448.and adjusted by the National Geodetic Survey in December 1991..
 SA2448
 SA2448.The orthometric height was computed from unverified reset data.
 SA2448.No vertical observational check was made to the station.
 SA2448
 SA2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2448
 SA2448.The geoid height was determined by GEOID03.
 SA2448
 SA2448;                    North         East     Units Scale Factor Converg.
 SA2448;SPC WA S     -    88,338.649   569,450.380   MT  0.99994671   +0 39 10.0
 SA2448;SPC WA S     -   289,824.38  1,868,271.79   sFT  0.99994671   +0 39 10.0
 SA2448;UTM  11      - 5,111,175.391   299,026.036   MT  1.00009655   -1 52 32.9
 SA2448
 SA2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2448!SPC WA S     -   0.99995086  x   0.99994671  =   0.99989757
 SA2448!UTM  11      -   0.99995086  x   1.00009655  =   1.00004741
 SA2448
 SA2448                          SUPERSEDED SURVEY CONTROL
 SA2448
 SA2448  NAD 83(1991)-  46 07 28.36671(N)    119 36 04.87954(W) AD(       ) 3
 SA2448  NAD 83(1986)-  46 07 28.37330(N)    119 36 04.87394(W) AD(       ) 3
 SA2448  NGVD 29 (03/28/90)  333.37   (m)         1093.7    (f) LEVELING    3  
 SA2448
 SA2448.Superseded values are not recommended for survey control.
 SA2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2448.See file dsdata.txt to determine how the superseded data were derived.
 SA2448
 SA2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9902611175(NAD 83)
 SA2448_MARKER: DR = REFERENCE MARK DISK
 SA2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2448_SP_SET: CONCRETE POST
 SA2448_STAMPING: FAIRVIEW 2 NO 6 1982
 SA2448_MARK LOGO: NGS   
 SA2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2448+STABILITY: SURFACE MOTION
 SA2448
 SA2448  HISTORY     - Date     Condition        Report By
 SA2448  HISTORY     - 1982     MONUMENTED       NGS
 SA2448  HISTORY     - 19821209 GOOD             NGS
 SA2448
 SA2448                          STATION DESCRIPTION
 SA2448
 SA2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SA2448'21.16 KM (13.15 MI) NORTH ALONG STATE HIGHWAY 221 FROM THE POST OFFICE
 SA2448'IN PATTERSON TO THE MARK ON THE RIGHT, 0.24 KM (0.15 MI) NORTH OF A
 SA2448'FARM HOUSE, 17.4 M (57.1 FT) EAST OF THE CENTER OF THE HIGHWAY,
 SA2448'13.163 M (43.186 FT) NORTH OF STATION FAIRVIEW 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2449 ***********************************************************************
 SA2449  DESIGNATION -  FAIRVIEW 2 RM 7
 SA2449  PID         -  SA2449
 SA2449  STATE/COUNTY-  WA/BENTON
 SA2449  USGS QUAD   -  WHITSTRAN SE (1965)
 SA2449
 SA2449                         *CURRENT SURVEY CONTROL
 SA2449  ___________________________________________________________________
 SA2449* NAD 83(1991)-  46 07 27.37409(N)    119 36 04.85246(W)     ADJUSTED  
 SA2449* NAVD 88     -       334.66   (meters)    1098.0    (feet)  RESET     
 SA2449  ___________________________________________________________________
 SA2449  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 SA2449  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA2449
 SA2449  HORZ ORDER  -  THIRD
 SA2449  VERT ORDER  -  THIRD
 SA2449
 SA2449.The horizontal coordinates were established by classical geodetic methods
 SA2449.and adjusted by the National Geodetic Survey in December 1991..
 SA2449
 SA2449.The orthometric height was computed from unverified reset data.
 SA2449.No vertical observational check was made to the station.
 SA2449
 SA2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2449
 SA2449.The geoid height was determined by GEOID03.
 SA2449
 SA2449;                    North         East     Units Scale Factor Converg.
 SA2449;SPC WA S     -    88,308.076   569,451.347   MT  0.99994674   +0 39 10.0
 SA2449;SPC WA S     -   289,724.08  1,868,274.96   sFT  0.99994674   +0 39 10.0
 SA2449;UTM  11      - 5,111,144.800   299,025.654   MT  1.00009655   -1 52 32.9
 SA2449
 SA2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2449!SPC WA S     -   0.99995089  x   0.99994674  =   0.99989763
 SA2449!UTM  11      -   0.99995089  x   1.00009655  =   1.00004743
 SA2449
 SA2449                          SUPERSEDED SURVEY CONTROL
 SA2449
 SA2449  NAD 83(1991)-  46 07 27.37618(N)    119 36 04.85071(W) AD(       ) 3
 SA2449  NAD 83(1986)-  46 07 27.38277(N)    119 36 04.84511(W) AD(       ) 3
 SA2449  NGVD 29 (03/28/90)  333.22   (m)         1093.2    (f) LEVELING    3  
 SA2449
 SA2449.Superseded values are not recommended for survey control.
 SA2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2449.See file dsdata.txt to determine how the superseded data were derived.
 SA2449
 SA2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9902611145(NAD 83)
 SA2449_MARKER: DR = REFERENCE MARK DISK
 SA2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2449_SP_SET: CONCRETE POST
 SA2449_STAMPING: FAIRVIEW 2 NO 7 1982
 SA2449_MARK LOGO: NGS   
 SA2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2449+STABILITY: SURFACE MOTION
 SA2449
 SA2449  HISTORY     - Date     Condition        Report By
 SA2449  HISTORY     - 1982     MONUMENTED       NGS
 SA2449  HISTORY     - 19821209 GOOD             NGS
 SA2449
 SA2449                          STATION DESCRIPTION
 SA2449
 SA2449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SA2449'21.16 KM (13.15 MI) NORTH ALONG STATE HIGHWAY 221 FROM THE POST OFFICE
 SA2449'IN PATTERSON TO THE MARK ON THE RIGHT, 0.24 KM (0.15 MI) NORTH OF A
 SA2449'FARM HOUSE, 18 M (59.1 FT) EAST OF THE CENTER OF THE ROAD, 17.425 M
 SA2449'(57.169 FT) SOUTH OF FAIRVIEW 2 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2450 ***********************************************************************
 SA2450  DESIGNATION -  FAIRVIEW 3
 SA2450  PID         -  SA2450
 SA2450  STATE/COUNTY-  WA/BENTON
 SA2450  USGS QUAD   -  WHITSTRAN SE (1965)
 SA2450
 SA2450                         *CURRENT SURVEY CONTROL
 SA2450  ___________________________________________________________________
 SA2450* NAD 83(1991)-  46 07 24.70790(N)    119 36 05.78548(W)     ADJUSTED  
 SA2450* NAVD 88     -       332.76   (meters)    1091.7    (feet)  RESET     
 SA2450  ___________________________________________________________________
 SA2450  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 SA2450  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA2450
 SA2450  HORZ ORDER  -  SECOND
 SA2450  VERT ORDER  -  THIRD
 SA2450
 SA2450.The horizontal coordinates were established by classical geodetic methods
 SA2450.and adjusted by the National Geodetic Survey in December 1991..
 SA2450
 SA2450.The orthometric height was computed from unverified reset data.
 SA2450.No vertical observational check was made to the station.
 SA2450
 SA2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2450
 SA2450.The geoid height was determined by GEOID03.
 SA2450
 SA2450;                    North         East     Units Scale Factor Converg.
 SA2450;SPC WA S     -    88,225.537   569,432.256   MT  0.99994685   +0 39 09.3
 SA2450;SPC WA S     -   289,453.28  1,868,212.33   sFT  0.99994685   +0 39 09.3
 SA2450;UTM  11      - 5,111,063.171   299,002.936   MT  1.00009666   -1 52 33.4
 SA2450
 SA2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2450!SPC WA S     -   0.99995118  x   0.99994685  =   0.99989804
 SA2450!UTM  11      -   0.99995118  x   1.00009666  =   1.00004784
 SA2450
 SA2450:                Primary Azimuth Mark                     Grid Az
 SA2450:SPC WA S     -  FAIRVIEW AZ MK 2                         001 00 44.9
 SA2450:UTM  11      -  FAIRVIEW AZ MK 2                         003 32 27.6
 SA2450
 SA2450|---------------------------------------------------------------------|
 SA2450| PID    Reference Object                     Distance      Geod. Az  |
 SA2450|                                                           dddmmss.s |
 SA2450| SA2367 FAIRVIEW AZ MK 2                    APPROX. 0.8 KM 0013954.2 |
 SA2450| SA2451 FAIRVIEW 3 RM 8                       9.784 METERS 00701     |
 SA2450| SA2447 FAIRVIEW 2                          101.669 METERS 01110     |
 SA2450| SA2452 FAIRVIEW 3 RM 9                      13.599 METERS 26956     |
 SA2450|---------------------------------------------------------------------|
 SA2450
 SA2450                          SUPERSEDED SURVEY CONTROL
 SA2450
 SA2450  NAD 83(1991)-  46 07 24.70999(N)    119 36 05.78375(W) AD(       ) 2
 SA2450  NAD 83(1986)-  46 07 24.71657(N)    119 36 05.77814(W) AD(       ) 2
 SA2450  NGVD 29 (03/28/90)  331.31   (m)         1087.0    (f) LEVELING    3  
 SA2450
 SA2450.Superseded values are not recommended for survey control.
 SA2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2450.See file dsdata.txt to determine how the superseded data were derived.
 SA2450
 SA2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9900311063(NAD 83)
 SA2450_MARKER: DH = HORIZONTAL CONTROL DISK
 SA2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2450_SP_SET: CONCRETE POST
 SA2450_STAMPING: FAIRVIEW 3 1985
 SA2450_MARK LOGO: NGS   
 SA2450_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2450+STABILITY: SURFACE MOTION
 SA2450
 SA2450  HISTORY     - Date     Condition        Report By
 SA2450  HISTORY     - 1985     MONUMENTED       NGS
 SA2450  HISTORY     - 19850816 GOOD             NGS
 SA2450
 SA2450                          STATION DESCRIPTION
 SA2450
 SA2450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 SA2450'20.92 KM (13.00 MI) NORTH ALONG STATE HIGHWAY 221 FROM THE POST OFFICE
 SA2450'IN FAIRVIEW TO THE MARK ON THE LEFT, 0.24 KM (0.15 MI) NORTH OF A
 SA2450'FARM HOME ON THE LEFT, 6 M (19.7 FT) EAST OF THE CENTER OF THE
 SA2450'HIGHWAY, 1.2 M (3.9 FT) EAST OF THE EAST EDGE OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2451 ***********************************************************************
 SA2451  DESIGNATION -  FAIRVIEW 3 RM 8
 SA2451  PID         -  SA2451
 SA2451  STATE/COUNTY-  WA/BENTON
 SA2451  USGS QUAD   -  WHITSTRAN SE (1965)
 SA2451
 SA2451                         *CURRENT SURVEY CONTROL
 SA2451  ___________________________________________________________________
 SA2451* NAD 83(1991)-  46 07 25.02241(N)    119 36 05.72986(W)     ADJUSTED  
 SA2451* NAVD 88     -       332.54   (meters)    1091.0    (feet)  RESET     
 SA2451  ___________________________________________________________________
 SA2451  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 SA2451  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA2451
 SA2451  HORZ ORDER  -  THIRD
 SA2451  VERT ORDER  -  THIRD
 SA2451
 SA2451.The horizontal coordinates were established by classical geodetic methods
 SA2451.and adjusted by the National Geodetic Survey in December 1991..
 SA2451.No horizontal observational check was made to the station.
 SA2451
 SA2451.The orthometric height was computed from unverified reset data.
 SA2451.No vertical observational check was made to the station.
 SA2451
 SA2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2451
 SA2451.The geoid height was determined by GEOID03.
 SA2451
 SA2451;                    North         East     Units Scale Factor Converg.
 SA2451;SPC WA S     -    88,235.260   569,433.339   MT  0.99994683   +0 39 09.4
 SA2451;SPC WA S     -   289,485.18  1,868,215.88   sFT  0.99994683   +0 39 09.4
 SA2451;UTM  11      - 5,111,072.839   299,004.448   MT  1.00009665   -1 52 33.4
 SA2451
 SA2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2451!SPC WA S     -   0.99995122  x   0.99994683  =   0.99989805
 SA2451!UTM  11      -   0.99995122  x   1.00009665  =   1.00004786
 SA2451
 SA2451                          SUPERSEDED SURVEY CONTROL
 SA2451
 SA2451  NAD 83(1991)-  46 07 25.02450(N)    119 36 05.72814(W) AD(       ) 3
 SA2451  NAD 83(1986)-  46 07 25.03107(N)    119 36 05.72252(W) AD(       ) 3
 SA2451  NGVD 29 (03/28/90)  331.09   (m)         1086.3    (f) LEVELING    3  
 SA2451
 SA2451.Superseded values are not recommended for survey control.
 SA2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2451.See file dsdata.txt to determine how the superseded data were derived.
 SA2451
 SA2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9900411073(NAD 83)
 SA2451_MARKER: DR = REFERENCE MARK DISK
 SA2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2451_SP_SET: CONCRETE POST
 SA2451_STAMPING: FAIRVIEW 3 NO 8 1985
 SA2451_MARK LOGO: NGS   
 SA2451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2451+STABILITY: SURFACE MOTION
 SA2451
 SA2451  HISTORY     - Date     Condition        Report By
 SA2451  HISTORY     - 1985     MONUMENTED       NGS
 SA2451  HISTORY     - 19850816 GOOD             NGS
 SA2451
 SA2451                          STATION DESCRIPTION
 SA2451
 SA2451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 SA2451'20.92 KM (13.00 MI) NORTH ALONG STATE HIGHWAY 221 FROM THE POST OFFICE
 SA2451'IN PATTERSON TO THE MARK ON THE RIGHT, 0.24 KM (0.15 MI) NORTH OF A
 SA2451'FARM HOME ON THE LEFT. 7.0 M (23.0 FT) EAST OF THE CENTER OF THE
 SA2451'HIGHWAY, 2.2 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2452 ***********************************************************************
 SA2452  DESIGNATION -  FAIRVIEW 3 RM 9
 SA2452  PID         -  SA2452
 SA2452  STATE/COUNTY-  WA/BENTON
 SA2452  USGS QUAD   -  WHITSTRAN SE (1965)
 SA2452
 SA2452                         *CURRENT SURVEY CONTROL
 SA2452  ___________________________________________________________________
 SA2452* NAD 83(1991)-  46 07 24.70737(N)    119 36 06.41890(W)     ADJUSTED  
 SA2452* NAVD 88     -       332.52   (meters)    1090.9    (feet)  RESET     
 SA2452  ___________________________________________________________________
 SA2452  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 SA2452  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SA2452
 SA2452  HORZ ORDER  -  THIRD
 SA2452  VERT ORDER  -  THIRD
 SA2452
 SA2452.The horizontal coordinates were established by classical geodetic methods
 SA2452.and adjusted by the National Geodetic Survey in December 1991..
 SA2452.No horizontal observational check was made to the station.
 SA2452
 SA2452.The orthometric height was computed from unverified reset data.
 SA2452.No vertical observational check was made to the station.
 SA2452
 SA2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2452
 SA2452.The geoid height was determined by GEOID03.
 SA2452
 SA2452;                    North         East     Units Scale Factor Converg.
 SA2452;SPC WA S     -    88,225.365   569,418.658   MT  0.99994685   +0 39 08.9
 SA2452;SPC WA S     -   289,452.72  1,868,167.71   sFT  0.99994685   +0 39 08.9
 SA2452;UTM  11      - 5,111,063.600   298,989.342   MT  1.00009673   -1 52 33.9
 SA2452
 SA2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2452!SPC WA S     -   0.99995122  x   0.99994685  =   0.99989807
 SA2452!UTM  11      -   0.99995122  x   1.00009673  =   1.00004795
 SA2452
 SA2452                          SUPERSEDED SURVEY CONTROL
 SA2452
 SA2452  NAD 83(1991)-  46 07 24.70946(N)    119 36 06.41718(W) AD(       ) 3
 SA2452  NAD 83(1986)-  46 07 24.71604(N)    119 36 06.41155(W) AD(       ) 3
 SA2452  NGVD 29 (03/28/90)  331.08   (m)         1086.2    (f) LEVELING    3  
 SA2452
 SA2452.Superseded values are not recommended for survey control.
 SA2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2452.See file dsdata.txt to determine how the superseded data were derived.
 SA2452
 SA2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9898911064(NAD 83)
 SA2452_MARKER: DR = REFERENCE MARK DISK
 SA2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2452_SP_SET: CONCRETE POST
 SA2452_STAMPING: FAIRVIEW 3 NO 9 1985
 SA2452_MARK LOGO: NGS   
 SA2452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2452+STABILITY: SURFACE MOTION
 SA2452
 SA2452  HISTORY     - Date     Condition        Report By
 SA2452  HISTORY     - 1985     MONUMENTED       NGS
 SA2452  HISTORY     - 19850816 GOOD             NGS
 SA2452
 SA2452                          STATION DESCRIPTION
 SA2452
 SA2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 SA2452'20.92 KM (13.00 MI) NORTH ALONG STATE HIGHWAY 221 FROM THE POST OFFICE
 SA2452'IN PATTERSON TO THE MARK ON THE RIGHT, 0.24 KM (0.15 MI) NORTH OF A
 SA2452'FARM HOME ON THE LEFT, 7.3 M (24.0 FT) EAST OF THE CENTER OF THE
 SA2452'HIGHWAY, 2.4 M (7.9 FT) WEST OF THE WEST EDGE OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2367 ***********************************************************************
 SA2367  DESIGNATION -  FAIRVIEW AZ MK 2
 SA2367  PID         -  SA2367
 SA2367  STATE/COUNTY-  WA/BENTON
 SA2367  USGS QUAD   -  WHITSTRAN NE (1965)
 SA2367
 SA2367                         *CURRENT SURVEY CONTROL
 SA2367  ___________________________________________________________________
 SA2367* NAD 83(1991)-  46 07 52.15694(N)    119 36 04.63783(W)     ADJUSTED  
 SA2367* NAVD 88     -       334.95   (+/-2cm)    1098.9    (feet)  VERTCON   
 SA2367  ___________________________________________________________________
 SA2367  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 SA2367  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SA2367
 SA2367  HORZ ORDER  -  THIRD
 SA2367  VERT ORDER  -  THIRD ? (See Below)
 SA2367
 SA2367.The horizontal coordinates were established by classical geodetic methods
 SA2367.and adjusted by the National Geodetic Survey in December 1991..
 SA2367.No horizontal observational check was made to the station.
 SA2367
 SA2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2367.The vertical order pertains to the NGVD 29 superseded value.
 SA2367
 SA2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2367
 SA2367.The geoid height was determined by GEOID03.
 SA2367
 SA2367;                    North         East     Units Scale Factor Converg.
 SA2367;SPC WA S     -    89,073.235   569,447.237   MT  0.99994579   +0 39 10.2
 SA2367;SPC WA S     -   292,234.44  1,868,261.48   sFT  0.99994579   +0 39 10.2
 SA2367;UTM  11      - 5,111,909.510   299,055.310   MT  1.00009640   -1 52 33.5
 SA2367
 SA2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2367!SPC WA S     -   0.99995084  x   0.99994579  =   0.99989663
 SA2367!UTM  11      -   0.99995084  x   1.00009640  =   1.00004723
 SA2367
 SA2367:                Primary Azimuth Mark                     Grid Az
 SA2367:SPC WA S     -  FAIRVIEW 2                               179 43 35.6
 SA2367:UTM  11      -  FAIRVIEW 2                               182 15 19.3
 SA2367
 SA2367|---------------------------------------------------------------------|
 SA2367| PID    Reference Object                     Distance      Geod. Az  |
 SA2367|                                                           dddmmss.s |
 SA2367| SA2447 FAIRVIEW 2                          APPROX. 0.7 KM 1802245.8 |
 SA2367| SA2450 FAIRVIEW 3                          APPROX. 0.8 KM 1813955.0 |
 SA2367| SA1400 FAIRVIEW RESET                      APPROX. 0.8 KM 1824844.7 |
 SA2367|---------------------------------------------------------------------|
 SA2367
 SA2367                          SUPERSEDED SURVEY CONTROL
 SA2367
 SA2367  NAD 83(1991)-  46 07 52.15903(N)    119 36 04.63587(W) AD(       ) 3
 SA2367  NAD 83(1986)-  46 07 52.16550(N)    119 36 04.63041(W) AD(       ) 3
 SA2367  NAD 27      -  46 07 52.68315(N)    119 36 00.53418(W) AD(       ) 3
 SA2367  NGVD 29 (03/28/90)  333.90   (m)         1095.5    (f) LEVELING    3  
 SA2367
 SA2367.Superseded values are not recommended for survey control.
 SA2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2367.See file dsdata.txt to determine how the superseded data were derived.
 SA2367
 SA2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9905511910(NAD 83)
 SA2367_MARKER: DZ = AZIMUTH MARK DISK
 SA2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA2367_STAMPING: FAIRVIEW 1947 RESET 1963
 SA2367_MARK LOGO: CGS   
 SA2367_PROJECTION: FLUSH
 SA2367_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2367+STABILITY: SURFACE MOTION
 SA2367
 SA2367  HISTORY     - Date     Condition        Report By
 SA2367  HISTORY     - 1963     MONUMENTED       CGS
 SA2367  HISTORY     - 19821208 GOOD             NGS
 SA2367
 SA2367                          STATION DESCRIPTION
 SA2367
 SA2367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 SA2367'THE STATION IS LOCATED ABOUT 21.7 KM (13.50 MI) NORTH OF PATTERSON,
 SA2367'15.3 KM (9.50 MI) SOUTHEAST OF PROSSER AND IN THE NORTHEAST ANGLE OF
 SA2367'THE INTERSECTION OF STATE HIGHWAY 221 AND SELLARDS ROAD.  TO REACH THE
 SA2367'STATION FROM THE POST OFFICE IN PATTERSON GO NORTH FOR 21.73 KM (13.50
 SA2367'MI) TO SEALLARDS ROAD AND THE STATION.  THE STATION MARK IS A STANDARD
 SA2367'AZIMUTH MARK DISK STAMPED FAIRVIEW 1947 RESET 1963, SET IN THE TOP OF
 SA2367'A 16 CM OR 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 16 CM OR 10
 SA2367'INCHES.  IT IS 22.9 M (75.1 FT) EAST OF THE CENTER OF THE HIGHWAY, 8.8
 SA2367'M (28.9 FT) NORTH OF THE CENTER OF SEALLARDS ROAD, 0.46 M (1.51 FT)
 SA2367'WEST OF A POWERPOLE AND 0.46 M (1.51 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2216 ***********************************************************************
 TR2216  DESIGNATION -  FAIRVIEW RESET
 TR2216  PID         -  TR2216
 TR2216  STATE/COUNTY-  WA/SAN JUAN
 TR2216  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2216
 TR2216                         *CURRENT SURVEY CONTROL
 TR2216  ___________________________________________________________________
 TR2216* NAD 83(1991)-  48 37 27.45521(N)    123 01 50.17760(W)     ADJUSTED  
 TR2216* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 TR2216  ___________________________________________________________________
 TR2216  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 TR2216  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 TR2216
 TR2216  HORZ ORDER  -  THIRD
 TR2216
 TR2216.The horizontal coordinates were established by classical geodetic methods
 TR2216.and adjusted by the National Geodetic Survey in December 1991..
 TR2216
 TR2216.The orthometric height was scaled from a topographic map.
 TR2216
 TR2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2216
 TR2216.The geoid height was determined by GEOID03.
 TR2216
 TR2216;                    North         East     Units Scale Factor Converg.
 TR2216;SPC WA N     -   182,910.141   338,040.931   MT  0.99998132   -1 38 09.3
 TR2216;SPC WA N     -   600,097.69  1,109,055.95   sFT  0.99998132   -1 38 09.3
 TR2216;UTM  10      - 5,385,692.049   497,744.693   MT  0.99960006   -0 01 22.7
 TR2216
 TR2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2216!SPC WA N     -   1.00000223  x   0.99998132  =   0.99998355
 TR2216!UTM  10      -   1.00000223  x   0.99960006  =   0.99960229
 TR2216
 TR2216|---------------------------------------------------------------------|
 TR2216| PID    Reference Object                     Distance      Geod. Az  |
 TR2216|                                                           dddmmss.s |
 TR2216| CF8697 FAIRVIEW RM 2                                      01244     |
 TR2216| TR2239 SPRING                              APPROX. 1.6 KM 2012505.2 |
 TR2216| CF8696 FAIRVIEW RM 1                                      23232     |
 TR2216|---------------------------------------------------------------------|
 TR2216
 TR2216                          SUPERSEDED SURVEY CONTROL
 TR2216
 TR2216  NAD 83(1986)-  48 37 27.45586(N)    123 01 50.17833(W) AD(       ) 3
 TR2216  NAD 27      -  48 37 28.09100(N)    123 01 45.50800(W) AD(       ) 3
 TR2216
 TR2216.Superseded values are not recommended for survey control.
 TR2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2216.See file dsdata.txt to determine how the superseded data were derived.
 TR2216
 TR2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9774585692(NAD 83)
 TR2216_MARKER: H = DRILL HOLE
 TR2216_SETTING: 66 = SET IN ROCK OUTCROP
 TR2216
 TR2216  HISTORY     - Date     Condition        Report By
 TR2216  HISTORY     - 1894     MONUMENTED       CGS
 TR2216  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2216  HISTORY     - 1950     GOOD             CGS
 TR2216  HISTORY     - 1954     GOOD             CGS
 TR2216  HISTORY     - 20010331 GOOD             NGS
 TR2216
 TR2216                          STATION DESCRIPTION
 TR2216
 TR2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2216'ON THE SW PART OF ORCAS ISLAND LOOKING TOWARD SPIEDEN CHANNEL.  ALL
 TR2216'OF YELLOW ISLAND AND POINT DISNEY CAN BE SEEN FROM HERE.  THIS IS
 TR2216'A LOW ROCKY POINT, AND SIGNAL IS AT SE EXTREMITY OF POINT, ON FLAT
 TR2216'ROCK, 6 FEET ABOVE HIGH TIDES.  AN 18-INCH FIR IS 14 PACES FROM
 TR2216'STATION.  SIGNAL IS BROUGHT IN LINE TO SIGNAL VIEW, 1-1/2 PACES NE
 TR2216'FROM TREE.  FROM NEXT POINT TO SE STATION TWIST IS HIDDEN BEHIND
 TR2216'JONES ISLAND.
 TR2216'
 TR2216'STATION IS 3 PACES FROM HIGH-WATER LINE TO SE, 5 PACES FROM
 TR2216'HIGH-WATER LINE TO SW, AND 3 PACES FROM HIGH-WATER LINE TO NE.
 TR2216
 TR2216                          STATION RECOVERY (1940)
 TR2216
 TR2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2216'STATION IS ON THE SOUTHWESTERN POINT OF ORCAS ISLAND, W OF DEER
 TR2216'HARBOR ABOUT 1/2 MILE S OF A PROMINENT POINT AT THE NORTHERN END OF
 TR2216'SPRING PASSAGE.  IT IS DIRECTLY ACROSS SPRING PASSAGE FROM THE
 TR2216'NORTHERNMOST POINT OF JONES ISLAND.
 TR2216'
 TR2216'STATION IS MARKED BY A STANDARD DISK CEMENTED IN OLD DRILL HOLE IN
 TR2216'THE ROCK OUTCROP, STAMPED FAIRVIEW 1894-1940.  IT IS ABOUT 8 FEET
 TR2216'ABOVE AND 10 FEET BACK OF HIGH WATER.  NO DIRECTIONS WERE MEASURED
 TR2216'TO THE REFERENCE MARKS.
 TR2216'
 TR2216'REFERENCE MARK NO. 1 IS 2.121 METERS AND REFERENCE MARK NO. 2 IS
 TR2216'7.365 METERS FROM STATION.
 TR2216
 TR2216                          STATION RECOVERY (1950)
 TR2216
 TR2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2216'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR2216'AS REMARKED BY L.C.W. IN 1940.
 TR2216'
 TR2216'STATION IS ON THE W SIDE OF ORCAS ISLAND, ON THE E SIDE OF SPRING
 TR2216'PASSAGE, ABOUT 0.8 MILE N OF STEEP POINT, ABOUT 1/2 S OF THE
 TR2216'PROMINENT POINT AT THE N END OF THE PASSAGE, ABOUT 150 METERS N OF A
 TR2216'SUMMER CABIN, AND ABOUT 3 METERS W OF AND 8 FEET ABOVE THE
 TR2216'HIGH-WATER LINE.
 TR2216'
 TR2216'STATION MARK IS A BRONZE STATION DISK STAMPED FAIRVIEW 1894 1940 SET
 TR2216'IN A DRILL HOLE IN THE ROCK.
 TR2216'
 TR2216'R.M. 1 IS A BRONZE REFERENCE DISK STAMPED FAIRVIEW 1894 1940 1 SET
 TR2216'IN A DRILL HOLE IN THE ROCK.
 TR2216'
 TR2216'R.M. 2 IS A BRONZE REFERENCE DISK STAMPED FAIRVIEW 1894 1940 2 SET
 TR2216'IN A DRILL HOLE IN THE ROCK.
 TR2216'
 TR2216'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2216
 TR2216                          STATION RECOVERY (1954)
 TR2216
 TR2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2216'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 TR2216'DESCRIBED.
 TR2216
 TR2216                          STATION RECOVERY (2001)
 TR2216
 TR2216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2216'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2793 ***********************************************************************
 RD2793  DESIGNATION -  FALES
 RD2793  PID         -  RD2793
 RD2793  STATE/COUNTY-  WA/CLARK
 RD2793  USGS QUAD   -  RIDGEFIELD (1990)
 RD2793
 RD2793                         *CURRENT SURVEY CONTROL
 RD2793  ___________________________________________________________________
 RD2793* NAD 83(1991)-  45 46 18.03000(N)    122 44 40.11445(W)     ADJUSTED  
 RD2793* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 RD2793  ___________________________________________________________________
 RD2793  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 RD2793  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 RD2793
 RD2793  HORZ ORDER  -  THIRD
 RD2793
 RD2793.The horizontal coordinates were established by classical geodetic methods
 RD2793.and adjusted by the National Geodetic Survey in December 1991..
 RD2793
 RD2793.The orthometric height was scaled from a topographic map.
 RD2793
 RD2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2793
 RD2793.The geoid height was determined by GEOID03.
 RD2793
 RD2793;                    North         East     Units Scale Factor Converg.
 RD2793;SPC WA S     -    51,205.936   325,442.732   MT  1.00001455   -1 37 49.4
 RD2793;SPC WA S     -   167,998.14  1,067,723.36   sFT  1.00001455   -1 37 49.4
 RD2793;SPC OR N     -   236,342.005 2,325,452.902   MT  0.99994996   -1 35 30.3
 RD2793;SPC OR N     -   775,400.28  7,629,438.65   iFT  0.99994996   -1 35 30.3
 RD2793;UTM  10      - 5,068,711.272   519,867.020   MT  0.99960485   +0 10 59.2
 RD2793
 RD2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2793!SPC WA S     -   0.99999664  x   1.00001455  =   1.00001119
 RD2793!SPC OR N     -   0.99999664  x   0.99994996  =   0.99994660
 RD2793!UTM  10      -   0.99999664  x   0.99960485  =   0.99960149
 RD2793
 RD2793:                Primary Azimuth Mark                     Grid Az
 RD2793:SPC WA S     -  WILLAMET                                 193 39 04.8
 RD2793:SPC OR N     -  WILLAMET                                 193 36 45.7
 RD2793:UTM  10      -  WILLAMET                                 191 50 16.2
 RD2793
 RD2793|---------------------------------------------------------------------|
 RD2793| PID    Reference Object                     Distance      Geod. Az  |
 RD2793|                                                           dddmmss.s |
 RD2793| RD3664 WILLAMET                            APPROX.18.9 KM 1920115.4 |
 RD2793|---------------------------------------------------------------------|
 RD2793
 RD2793                          SUPERSEDED SURVEY CONTROL
 RD2793
 RD2793  NAD 83(1991)-  45 46 18.03000(N)    122 44 40.11445(W) AD(       ) 3
 RD2793  NAD 83(1986)-  45 46 18.04911(N)    122 44 40.11342(W) AD(       ) 3
 RD2793  NAD 27      -  45 46 18.63400(N)    122 44 35.75000(W) AD(       ) 3
 RD2793
 RD2793.Superseded values are not recommended for survey control.
 RD2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2793.See file dsdata.txt to determine how the superseded data were derived.
 RD2793
 RD2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1986768711(NAD 83)
 RD2793_MARKER: H = DRILL HOLE
 RD2793_SETTING: 0 = UNSPECIFIED SETTING
 RD2793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RD2793
 RD2793  HISTORY     - Date     Condition        Report By
 RD2793  HISTORY     - 1878     MONUMENTED       CGS
 RD2793  HISTORY     - 1881     GOOD             CGS
 RD2793  HISTORY     - 1934     MARK NOT FOUND   CGS
 RD2793  HISTORY     - 1946     MARK NOT FOUND   CGS
 RD2793
 RD2793                          STATION DESCRIPTION
 RD2793
 RD2793'DESCRIBED BY COAST AND GEODETIC SURVEY 1881
 RD2793'STATION IS IN CLEARED FIELD ON HIGH GROUND ON E SIDE OF LAKE RIVER.
 RD2793'STATION IS MARKED BY A BOTTLE BURIED MOUTH UP 3 FEET BELOW THE
 RD2793'SURFACE AND AT THE SURFACE IS A ROCK WITH A DRILL HOLE FILLED WITH
 RD2793'LEAD.  AROUND THE STATION, BURIED 1 FOOT, ARE THREE BOTTLES DISTANT
 RD2793'ABOUT 6 FEET, AT EQUAL ANGLES, AND LYING ON THEIR SIDES WITH NECKS
 RD2793'POINTING TO THE STATION.  THREE CEDAR STAKES ARE SET AS FOLLOWS--N
 RD2793'1.79 METERS, S 1.86 METERS, AND E 1.80 METERS.
 RD2793
 RD2793                          STATION RECOVERY (1934)
 RD2793
 RD2793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 RD2793'STATION NOT RECOVERED.  NO TRACE OF THE SURFACE MARK OR REFERENCE
 RD2793'MARKS ARE RECOVERABLE DUE TO CULTIVATION.
 RD2793'
 RD2793'UNDERGROUND MARK IS PROBABLY STILL IN PLACE.
 RD2793
 RD2793                          STATION RECOVERY (1946)
 RD2793
 RD2793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD2793'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT BE
 RD2793'FOUND.  AS NOTED BY L.C.J. IN 1934, THE LOCATION IS NOW IN A
 RD2793'CULTIVATED FIELD.
 RD2793'
 RD2793'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3945 ***********************************************************************
 RD3945  DESIGNATION -  FALES
 RD3945  PID         -  RD3945
 RD3945  STATE/COUNTY-  WA/CLARK
 RD3945  USGS QUAD   -  ST HELENS (1990)
 RD3945
 RD3945                         *CURRENT SURVEY CONTROL
 RD3945  ___________________________________________________________________
 RD3945* NAD 83(1991)-  45 46 12.00850(N)    122 45 40.93160(W)     ADJUSTED  
 RD3945* NAVD 88     -         7.0    (meters)      23.     (feet)  VERTCON   
 RD3945  ___________________________________________________________________
 RD3945  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 RD3945  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 RD3945
 RD3945  HORZ ORDER  -  THIRD
 RD3945
 RD3945.The horizontal coordinates were established by classical geodetic methods
 RD3945.and adjusted by the National Geodetic Survey in December 1991..
 RD3945
 RD3945.The NAVD 88 height was computed by applying the VERTCON shift value to
 RD3945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RD3945
 RD3945.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3945
 RD3945.The geoid height was determined by GEOID03.
 RD3945
 RD3945;                    North         East     Units Scale Factor Converg.
 RD3945;SPC WA S     -    51,057.628   324,123.909   MT  1.00001496   -1 38 33.5
 RD3945;SPC WA S     -   167,511.57  1,063,396.52   sFT  1.00001496   -1 38 33.5
 RD3945;SPC OR N     -   236,192.815 2,324,134.266   MT  0.99994966   -1 36 13.4
 RD3945;SPC OR N     -   774,910.81  7,625,112.42   iFT  0.99994966   -1 36 13.4
 RD3945;UTM  10      - 5,068,521.379   518,554.090   MT  0.99960423   +0 10 15.6
 RD3945
 RD3945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3945!SPC WA S     -   1.00000245  x   1.00001496  =   1.00001741
 RD3945!SPC OR N     -   1.00000245  x   0.99994966  =   0.99995210
 RD3945!UTM  10      -   1.00000245  x   0.99960423  =   0.99960667
 RD3945
 RD3945|---------------------------------------------------------------------|
 RD3945| PID    Reference Object                     Distance      Geod. Az  |
 RD3945|                                                           dddmmss.s |
 RD3945| CE2516 FALES RM 1                           13.156 METERS 05609     |
 RD3945| CE2517 FALES RM 2                           18.443 METERS 14150     |
 RD3945| RD3975 OFFICE                              APPROX. 1.2 KM 1692956.8 |
 RD3945| RD4002 SMITHS RED BARN RIVER CUPOLA        APPROX. 0.8 KM 2404238.9 |
 RD3945| RD3984 LYONS BARN UPSTREAM VENT            APPROX. 1.5 KM 3002335.7 |
 RD3945| RD3924 FALES LIGHT                         APPROX. 0.7 KM 3401953.7 |
 RD3945|---------------------------------------------------------------------|
 RD3945
 RD3945                          SUPERSEDED SURVEY CONTROL
 RD3945
 RD3945  NAD 83(1991)-  45 46 12.00850(N)    122 45 40.93160(W) AD(       ) 3
 RD3945  NAD 83(1986)-  45 46 12.02823(N)    122 45 40.93049(W) AD(       ) 3
 RD3945  NAD 27      -  45 46 12.60400(N)    122 45 36.56800(W) AD(       ) 3
 RD3945  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 RD3945
 RD3945.Superseded values are not recommended for survey control.
 RD3945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3945.See file dsdata.txt to determine how the superseded data were derived.
 RD3945
 RD3945_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1855468521(NAD 83)
 RD3945_MARKER: Z = SEE DESCRIPTION
 RD3945_SETTING: 0 = UNSPECIFIED SETTING
 RD3945
 RD3945  HISTORY     - Date     Condition        Report By
 RD3945  HISTORY     - 1937     MONUMENTED       CGS
 RD3945  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RD3945
 RD3945                          STATION DESCRIPTION
 RD3945
 RD3945'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3945'STATION IS ABOUT 1/4 MILE DOWNSTREAM OF FALES LANDING, ABOUT 0.3
 RD3945'MILE UPSTREAM OF FALES LIGHT, 3 METERS INSHORE OF THE EDGE OF THE
 RD3945'UPPER TERRACE OF THE RIVER BANK.
 RD3945'
 RD3945'STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A 5-FOOT
 RD3945'SECTION OF 4-INCH CAST-IRON SOIL PIPE, PROJECTING 6 INCHES ABOVE THE
 RD3945'SURFACE.
 RD3945'
 RD3945'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN THE TOP OF 2
 RD3945'1/2-FOOT SECTIONS OF SIMILAR PIPE.  ALL MARKS STAMPED FALES 1937.
 RD3945
 RD3945                          STATION RECOVERY (1946)
 RD3945
 RD3945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAE)
 RD3945'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT BE
 RD3945'FOUND.  AS THE BANK HAS ERODED A GREAT DEAL, IT IS ASSUMED THAT
 RD3945'THE STATION WAS WASHED OUT.
 RD3945'
 RD3945'REFERENCE MARK 1, WHICH WAS INSHORE FROM THE STATION, HAD EVIDENTLY
 RD3945'BEEN PLOWED OUT AS IT WAS FOUND BROKEN OFF AND LYING AT THE TOP OF
 RD3945'THE BANK.
 RD3945'
 RD3945'REFERENCE MARK 2 WAS FOUND LYING AT THE FOOT OF THE BLUFF ALONG
 RD3945'THE RIVER BANK.
 RD3945'
 RD3945'STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2787 ***********************************************************************
 RD2787  DESIGNATION -  FALES HOUSE NORTH GABLE
 RD2787  PID         -  RD2787
 RD2787  STATE/COUNTY-  WA/CLARK
 RD2787  USGS QUAD   -  RIDGEFIELD (1990)
 RD2787
 RD2787                         *CURRENT SURVEY CONTROL
 RD2787  ___________________________________________________________________
 RD2787* NAD 83(1991)-  45 46 08.81821(N)    122 44 43.07652(W)     ADJUSTED  
 RD2787* NAVD 88     -                                                        
 RD2787  ___________________________________________________________________
 RD2787  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 RD2787  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 RD2787
 RD2787  HORZ ORDER  -  THIRD
 RD2787
 RD2787.The horizontal coordinates were established by classical geodetic methods
 RD2787.and adjusted by the National Geodetic Survey in December 1991..
 RD2787
 RD2787
 RD2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2787
 RD2787.The geoid height was determined by GEOID03.
 RD2787
 RD2787;                    North         East     Units Scale Factor Converg.
 RD2787;SPC WA S     -    50,923.462   325,370.664   MT  1.00001518   -1 37 51.5
 RD2787;SPC WA S     -   167,071.39  1,067,486.92   sFT  1.00001518   -1 37 51.5
 RD2787;SPC OR N     -   236,059.501 2,325,381.029   MT  0.99994949   -1 35 32.4
 RD2787;SPC OR N     -   774,473.43  7,629,202.85   iFT  0.99994949   -1 35 32.4
 RD2787;UTM  10      - 5,068,426.776   519,803.953   MT  0.99960482   +0 10 57.0
 RD2787
 RD2787                          SUPERSEDED SURVEY CONTROL
 RD2787
 RD2787  NAD 83(1991)-  45 46 08.81821(N)    122 44 43.07652(W) AD(       ) 4
 RD2787  NAD 83(1986)-  45 46 08.83670(N)    122 44 43.07483(W) AD(       ) 4
 RD2787  NAD 27      -  45 46 09.41000(N)    122 44 38.71000(W) AD(       ) 3
 RD2787
 RD2787.Superseded values are not recommended for survey control.
 RD2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2787.See file dsdata.txt to determine how the superseded data were derived.
 RD2787
 RD2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1980468427(NAD 83)
 RD2787_MARKER: 85 = CHIMNEY
 RD2787
 RD2787  HISTORY     - Date     Condition        Report By
 RD2787  HISTORY     - 1878     FIRST OBSERVED   CGS
 RD2787  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 RD2787
 RD2787                          STATION DESCRIPTION
 RD2787
 RD2787'DESCRIBED BY US POWER SQUADRON 2002 (AGS)
 RD2787'THE HOUSE IS LOCATED ON THE EAST SIDE OF NW KRIEGER ROAD, 0.2 MILES
 RD2787'SOUTH OF NW 209TH STREET, SOUTH OF RIDGEFIELD, WA. NORTH GABLE CHIMNEY
 RD2787'HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2786 ***********************************************************************
 RD2786  DESIGNATION -  FALES HOUSE RED CHIMNEY
 RD2786  PID         -  RD2786
 RD2786  STATE/COUNTY-  WA/CLARK
 RD2786  USGS QUAD   -  RIDGEFIELD (1990)
 RD2786
 RD2786                         *CURRENT SURVEY CONTROL
 RD2786  ___________________________________________________________________
 RD2786* NAD 83(1991)-  45 46 08.83522(N)    122 44 43.11345(W)     ADJUSTED  
 RD2786* NAVD 88     -                                                        
 RD2786  ___________________________________________________________________
 RD2786  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 RD2786  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 RD2786
 RD2786  HORZ ORDER  -  THIRD
 RD2786
 RD2786.The horizontal coordinates were established by classical geodetic methods
 RD2786.and adjusted by the National Geodetic Survey in December 1991..
 RD2786
 RD2786
 RD2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2786
 RD2786.The geoid height was determined by GEOID03.
 RD2786
 RD2786;                    North         East     Units Scale Factor Converg.
 RD2786;SPC WA S     -    50,924.010   325,369.881   MT  1.00001517   -1 37 51.5
 RD2786;SPC WA S     -   167,073.19  1,067,484.35   sFT  1.00001517   -1 37 51.5
 RD2786;SPC OR N     -   236,060.049 2,325,380.246   MT  0.99994950   -1 35 32.4
 RD2786;SPC OR N     -   774,475.23  7,629,200.28   iFT  0.99994950   -1 35 32.4
 RD2786;UTM  10      - 5,068,427.298   519,803.153   MT  0.99960482   +0 10 57.0
 RD2786
 RD2786                          SUPERSEDED SURVEY CONTROL
 RD2786
 RD2786  NAD 83(1991)-  45 46 08.83521(N)    122 44 43.11345(W) AD(       ) 4
 RD2786  NAD 83(1986)-  45 46 08.85427(N)    122 44 43.11254(W) AD(       ) 4
 RD2786  NAD 27      -  45 46 09.44000(N)    122 44 38.75100(W) AD(       ) 3
 RD2786
 RD2786.Superseded values are not recommended for survey control.
 RD2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2786.See file dsdata.txt to determine how the superseded data were derived.
 RD2786
 RD2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1980368427(NAD 83)
 RD2786_MARKER: 85 = CHIMNEY
 RD2786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RD2786+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 RD2786
 RD2786  HISTORY     - Date     Condition        Report By
 RD2786  HISTORY     - 1881     FIRST OBSERVED   CGS
 RD2786  HISTORY     - 20020307 GOOD             USPSQD
 RD2786  HISTORY     - 20050508 GOOD             USPSQD
 RD2786
 RD2786                          STATION DESCRIPTION
 RD2786
 RD2786'DESCRIBED BY US POWER SQUADRON 2002 (AGS)
 RD2786'THE HOUSE IS LOCATED ON THE EAST SIDE OF NW KRIEGER ROAD, 0.2 MILES
 RD2786'SOUTH OF NW 209TH STREET, SOUTH OF RIDGEFIELD, WA.
 RD2786
 RD2786                          STATION RECOVERY (2005)
 RD2786
 RD2786'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 RD2786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3962 ***********************************************************************
 RD3962  DESIGNATION -  FALES LANDING LIGHT
 RD3962  PID         -  RD3962
 RD3962  STATE/COUNTY-  WA/CLARK
 RD3962  USGS QUAD   -  ST HELENS (1990)
 RD3962
 RD3962                         *CURRENT SURVEY CONTROL
 RD3962  ___________________________________________________________________
 RD3962* NAD 83(1991)-  45 45 47.33359(N)    122 45 32.02179(W)     ADJUSTED  
 RD3962* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 RD3962  ___________________________________________________________________
 RD3962  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 RD3962  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 RD3962
 RD3962  HORZ ORDER  -  THIRD
 RD3962
 RD3962.The horizontal coordinates were established by classical geodetic methods
 RD3962.and adjusted by the National Geodetic Survey in December 1991..
 RD3962
 RD3962.The orthometric height was scaled from a topographic map.
 RD3962
 RD3962.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3962
 RD3962.The geoid height was determined by GEOID03.
 RD3962
 RD3962;                    North         East     Units Scale Factor Converg.
 RD3962;SPC WA S     -    50,290.597   324,294.529   MT  1.00001665   -1 38 27.1
 RD3962;SPC WA S     -   164,995.07  1,063,956.30   sFT  1.00001665   -1 38 27.1
 RD3962;SPC OR N     -   235,425.951 2,324,305.395   MT  0.99994841   -1 36 07.1
 RD3962;SPC OR N     -   772,394.85  7,625,673.87   iFT  0.99994841   -1 36 07.1
 RD3962;UTM  10      - 5,067,760.446   518,748.819   MT  0.99960432   +0 10 21.9
 RD3962
 RD3962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3962!SPC WA S     -   1.00000213  x   1.00001665  =   1.00001878
 RD3962!SPC OR N     -   1.00000213  x   0.99994841  =   0.99995054
 RD3962!UTM  10      -   1.00000213  x   0.99960432  =   0.99960645
 RD3962
 RD3962                          SUPERSEDED SURVEY CONTROL
 RD3962
 RD3962  NAD 83(1991)-  45 45 47.33359(N)    122 45 32.02179(W) AD(       ) 3
 RD3962  NAD 83(1986)-  45 45 47.35316(N)    122 45 32.02069(W) AD(       ) 3
 RD3962  NAD 27      -  45 45 47.92900(N)    122 45 27.66000(W) AD(       ) 3
 RD3962
 RD3962.Superseded values are not recommended for survey control.
 RD3962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3962.See file dsdata.txt to determine how the superseded data were derived.
 RD3962
 RD3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER1874967760(NAD 83)
 RD3962
 RD3962  HISTORY     - Date     Condition        Report By
 RD3962  HISTORY     - 1913     MONUMENTED       CGS
 RD3962  HISTORY     - 1937     SEE DESCRIPTION  CGS
 RD3962
 RD3962                          STATION DESCRIPTION
 RD3962
 RD3962'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (RWK)
 RD3962'THIS STATION IS LOCATED ALONG THE COLUMBIA RIVER AND COAST OF
 RD3962'OREGON AND NORTHERN CALIFORNIA, AND IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5016 ***********************************************************************
 SY5016  DESIGNATION -  FALL 2
 SY5016  PID         -  SY5016
 SY5016  STATE/COUNTY-  WA/KITSAP
 SY5016  USGS QUAD   -  LOFALL (1973)
 SY5016
 SY5016                         *CURRENT SURVEY CONTROL
 SY5016  ___________________________________________________________________
 SY5016* NAD 83(1991)-  47 48 03.73147(N)    122 40 53.28300(W)     ADJUSTED  
 SY5016* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5016  ___________________________________________________________________
 SY5016  LAPLACE CORR-         -11.50  (seconds)                    DEFLEC99
 SY5016  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 SY5016
 SY5016  HORZ ORDER  -  THIRD
 SY5016
 SY5016.The horizontal coordinates were established by classical geodetic methods
 SY5016.and adjusted by the National Geodetic Survey in December 1991..
 SY5016
 SY5016.The orthometric height was scaled from a topographic map.
 SY5016
 SY5016.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5016
 SY5016.The geoid height was determined by GEOID03.
 SY5016
 SY5016;                    North         East     Units Scale Factor Converg.
 SY5016;SPC WA N     -    90,722.928   361,572.065   MT  0.99995747   -1 22 33.5
 SY5016;SPC WA N     -   297,646.81  1,186,257.68   sFT  0.99995747   -1 22 33.5
 SY5016;UTM  10      - 5,294,235.763   523,852.299   MT  0.99960699   +0 14 09.5
 SY5016
 SY5016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5016!SPC WA N     -   1.00000285  x   0.99995747  =   0.99996032
 SY5016!UTM  10      -   1.00000285  x   0.99960699  =   0.99960984
 SY5016
 SY5016|---------------------------------------------------------------------|
 SY5016| PID    Reference Object                     Distance      Geod. Az  |
 SY5016|                                                           dddmmss.s |
 SY5016| CF6620 FALL 2 RM 2                           9.190 METERS 10332     |
 SY5016| CF6619 FALL 2 RM 1                          17.180 METERS 19642     |
 SY5016|---------------------------------------------------------------------|
 SY5016
 SY5016                          SUPERSEDED SURVEY CONTROL
 SY5016
 SY5016  NAD 83(1986)-  47 48 03.72819(N)    122 40 53.28854(W) AD(       ) 3
 SY5016  NAD 27      -  47 48 04.38700(N)    122 40 48.71700(W) AD(       ) 3
 SY5016
 SY5016.Superseded values are not recommended for survey control.
 SY5016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5016.See file dsdata.txt to determine how the superseded data were derived.
 SY5016
 SY5016_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2385294236(NAD 83)
 SY5016_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5016
 SY5016  HISTORY     - Date     Condition        Report By
 SY5016  HISTORY     - 1934     MONUMENTED       CGS
 SY5016  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY5016  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY5016  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 SY5016
 SY5016                          STATION DESCRIPTION
 SY5016
 SY5016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5016'STATION FALL 2 IS ON A GRAVEL SPIT ON THE E SIDE OF HOOD CANAL,
 SY5016'ABOUT 5 MILES S OF SALSBURY POINT.  A SMALL STREAM ENTERS THE
 SY5016'CANAL HERE AND JUST BACK OF THE STATION IT PARALLELS THE SHORE FOR
 SY5016'A SHORT DISTANCE.  STATION IS NEAR HIGH POINT OF SPIT 4 METERS
 SY5016'FROM HIGH WATER.
 SY5016'
 SY5016'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5016'CONCRETE AS DESCRIBED IN NOTES 1A, 11A, AND 11B.
 SY5016'
 SY5016'REFERENCE MARK NO.1 IS S OF THE STATION.
 SY5016'
 SY5016'REFERENCE MARK NO.2 IS INSHORE NEAR THE BANK OF ABOVE STREAM.
 SY5016
 SY5016                          STATION RECOVERY (1945)
 SY5016
 SY5016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (CDM)
 SY5016'ORIGINAL DESCRIPTION ADEQUATE.
 SY5016'
 SY5016'THE STATION MARK WAS FOUND LYING ON THE GROUND AND HAD EVIDENTLY
 SY5016'BEEN WASHED OUT IN A STORM.  THE REFERENCE MARKS WERE FOUND IN
 SY5016'GOOD CONDITION.
 SY5016'
 SY5016'THE STATION IS CONSIDERED DESTROYED.
 SY5016'
 SY5016'A NEW STATION, LAD, WAS ESTABLISHED CLOSE TO THE POSITION OF THE
 SY5016'OLD STATION.  THE OLD REFERENCE MARKS WERE USED FOR THE NEW STATION.
 SY5016
 SY5016                          STATION RECOVERY (1952)
 SY5016
 SY5016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY5016'STATION AND THE REFERENCE MARKS DESTROYED.
 SY5016
 SY5016                          STATION RECOVERY (1997)
 SY5016
 SY5016'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY5016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1463 ***********************************************************************
 SX1463  DESIGNATION -  FALL CITY
 SX1463  PID         -  SX1463
 SX1463  STATE/COUNTY-  WA/KING
 SX1463  USGS QUAD   -  SNOQUALMIE (1993)
 SX1463
 SX1463                         *CURRENT SURVEY CONTROL
 SX1463  ___________________________________________________________________
 SX1463* NAD 83(1991)-  47 34 19.29468(N)    121 52 11.54450(W)     ADJUSTED  
 SX1463* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 SX1463  ___________________________________________________________________
 SX1463  LAPLACE CORR-          16.02  (seconds)                    DEFLEC99
 SX1463  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 SX1463
 SX1463  HORZ ORDER  -  THIRD
 SX1463
 SX1463.The horizontal coordinates were established by classical geodetic methods
 SX1463.and adjusted by the National Geodetic Survey in December 1991..
 SX1463
 SX1463.The orthometric height was scaled from a topographic map.
 SX1463
 SX1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1463
 SX1463.The geoid height was determined by GEOID03.
 SX1463
 SX1463;                    North         East     Units Scale Factor Converg.
 SX1463;SPC WA N     -    64,124.282   422,013.586   MT  0.99998734   -0 46 18.2
 SX1463;SPC WA N     -   210,381.08  1,384,556.24   sFT  0.99998734   -0 46 18.2
 SX1463;UTM  10      - 5,269,353.284   584,996.743   MT  0.99968878   +0 50 03.2
 SX1463
 SX1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1463!SPC WA N     -   0.99997652  x   0.99998734  =   0.99996386
 SX1463!UTM  10      -   0.99997652  x   0.99968878  =   0.99966531
 SX1463
 SX1463|---------------------------------------------------------------------|
 SX1463| PID    Reference Object                     Distance      Geod. Az  |
 SX1463|                                                           dddmmss.s |
 SX1463| CF4332 FALL CITY RM                          8.315 METERS 03002     |
 SX1463| SX1461 MARIE                               APPROX. 0.6 KM 3530455.7 |
 SX1463|---------------------------------------------------------------------|
 SX1463
 SX1463                          SUPERSEDED SURVEY CONTROL
 SX1463
 SX1463  NAD 83(1986)-  47 34 19.28506(N)    121 52 11.55029(W) AD(       ) 3
 SX1463  NAD 27      -  47 34 19.91900(N)    121 52 07.13400(W) AD(       ) 3
 SX1463
 SX1463.Superseded values are not recommended for survey control.
 SX1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1463.See file dsdata.txt to determine how the superseded data were derived.
 SX1463
 SX1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8499769353(NAD 83)
 SX1463_MARKER: DS = TRIANGULATION STATION DISK
 SX1463_SETTING: 80 = SET IN A BOULDER
 SX1463_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SX1463
 SX1463  HISTORY     - Date     Condition        Report By
 SX1463  HISTORY     - 1937     MONUMENTED       CGS
 SX1463  HISTORY     - 1961     GOOD             WAWHI
 SX1463  HISTORY     - 1973     GOOD             NGS
 SX1463  HISTORY     - 1973     GOOD             WA-033
 SX1463  HISTORY     - 1983     GOOD             USPSQD
 SX1463
 SX1463                          STATION DESCRIPTION
 SX1463
 SX1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (HJO)
 SX1463'FROM N END OF CONCRETE BRIDGE OVER SNOQUALMIE RIVER AT FALLS CITY
 SX1463'RUN E TOWARDS NORTH BEND 1.4 MILES.  TURN LEFT ON GRAVEL ROAD
 SX1463'ALONG E LINE OF SECTION 14 (AND TOWARDS LAKE MARIE).  RUN 0.3 MILE
 SX1463'TO RAILROAD.  PARK.  FOLLOW CHICAGO, MILWAUKEE AND ST. PAUL
 SX1463'RAILROAD 200 YARDS LEFT (NW) TO A RAVINE.  CROSS ON RAILROAD
 SX1463'BRIDGE AND AT THE W END OF BRIDGE TURN RIGHT UPHILL FOLLOWING
 SX1463'TRAIL ALONG HOGBACK RIDGE ON NW SIDE OF RAVINE FOR ABOUT 150
 SX1463'YARDS.  SWING LEFT ABOUT 25 YARDS TO STATION.
 SX1463'
 SX1463'STATION IS IN SECOND GROWTH AND SNAGS 75 YARDS W OF THE RAVINE,
 SX1463'150 YARDS N OF RAILROAD, ON AN E-AND-W RIDGE.  THE HIGHEST PART
 SX1463'OF THE RIDGE IS ABOUT 100 FEET N OF THE STATION.
 SX1463'
 SX1463'STATION MARK IS A BRASS DISK SET IN BOULDER FLUSH WITH THE GROUND.
 SX1463'
 SX1463'REFERENCE MARK IS A BRASS PLATE SET IN BOULDER PLACED 3 INCHES
 SX1463'ABOVE GROUND LEVEL.
 SX1463
 SX1463                          STATION RECOVERY (1961)
 SX1463
 SX1463'RECOVERY NOTE BY WALKER AND WHITEFORD INCORPORATED 1961
 SX1463'STATION WAS FOUND IN GOOD CONDITION--VISIBILITY IS LIMITED BY
 SX1463'GROWTH OF TREES.  DESCRIPTION ADEQUATE.
 SX1463'
 SX1463'REFERENCE MARKS NOT FOUND--SEARCH NOT EXTENSIVE.
 SX1463
 SX1463                          STATION RECOVERY (1973)
 SX1463
 SX1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SX1463'NO OBSERVATIONS MADE DURING THIS VISIT.
 SX1463'
 SX1463'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 SX1463'MARK WAS NOT FOUND.
 SX1463'
 SX1463'THE STATION IS ABOUT 1 MILE EAST OF FALL CITY, 0.35 MILE NORTH OF
 SX1463'STATE HIGHWAY 202 AND THE SNOQUALMIE RIVER, 100 YARDS WEST OF SPIKE
 SX1463'CREEK AND NEAR THE NORTH LINE OF SECTION 14, T 24 N, R 7 E.
 SX1463'
 SX1463'REACHED FROM THE INTERSECTION OF STATE HIGHWAYS 202 AND 203, AT
 SX1463'THE NORTH END OF THE BRIDGE OVER THE SNOQUALMIE RIVER IN FALL CITY
 SX1463'BY GOING EAST ON STATE HIGHWAY 202 FOR 1.15 MILES, THEN NORTH ON
 SX1463'356 AVENUE SE FOR 0.35 MILE TO THE RAILROAD TRACK AND END OF TRUCK
 SX1463'TRAVEL.  WALK WEST ALONG THE RAILROAD TRACK ABOUT 1000 FEET TO
 SX1463'THE WEST END OF A TRESTLE OVER SPIKE CREEK.  BEAR RIGHT AND
 SX1463'FOLLOW THE DIM GAME TRAIL NORTHERLY UP THE STEEP SLOPE AND
 SX1463'ALONG THE WEST SIDE OF THE STEEP DECLINE TO THE CREEK FOR ABOUT
 SX1463'250 YARDS TO A 4-INCH FIR TREE WITH THE BRANCHES TRIMMED OFF
 SX1463'TO 4 FEET ABOVE GROUND, ON THE RIGHT, ABOUT 3 FEET EAST OF
 SX1463'THE TRAIL, AND A WITNESS POST SIGN NAILED ONTO AN 8-INCH FIR TREE
 SX1463'WHICH IS ABOUT 7 FEET EAST OF THE 4-INCH TREE AND ABOUT 10
 SX1463'FEET WEST OF THE STEEP DECLINE TO THE CREEK.  TURN LEFT AND WALK
 SX1463'WEST-NORTHWEST ALONG A CLEARED STRIP, KEEPING THE SAME
 SX1463'ELEVATION, TO THE STATION WHICH IS 79.5 FEET WEST-NORTHWEST OF
 SX1463'THE WITNESS POST SIGN ON THE 8-INCH TREE, 11.3 FEET SOUTH OF A
 SX1463'TRIANGLE BLAZE ON A 12-INCH FIR TREE, 3 FEET SOUTHWEST OF A
 SX1463'2-FOOT INCLINE AND INSIDE A CIRCLE OF ROCKS ON A 6-FOOT
 SX1463'DIAMETER FLAT AREA.  THERE IS ALSO A TRIANGLE BLAZE ON AN
 SX1463'8-INCH FIR TREE 28.7 FEET WEST-NORTHWEST OF THE MARK.
 SX1463'
 SX1463'THE STATION MARK IS A STANDARD DISK STAMPED FALL CITY KING CO
 SX1463'AERIAL 1937, SET IN A BOULDER 6 INCHES BELOW GROUND.  IT IS NOT ON
 SX1463'THE SUMMIT OF THE HILL, BUT AT ABOUT 570 FEET ELEVATION AND ABOUT
 SX1463'220 FEET ABOVE THE RAILROAD.
 SX1463'
 SX1463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SX1463'1 MILE EAST OF FALL CITY.
 SX1463
 SX1463                          STATION RECOVERY (1973)
 SX1463
 SX1463'RECOVERY NOTE BY KING COUNTY WASHINGTON 1973
 SX1463'FROM BRIDGE X-ING SNOQUALMIE RIVER NORTH OF FALL CITY (TOWN),
 SX1463'FOLLOW FALL CITY-SNOQUALMIE RD. EAST APPRX. 1.4 MILES TO BLACKTOP
 SX1463'(NARROW) RD. ON LEFT.  TRAVEL NOLY 0.3 MILES ALONG THIS ROAD TO
 SX1463'R. R. X-ING.  PARK AND WALK WESTERLY ALONG R. R. TRACKS UNTIL YOU
 SX1463'CROSS R. R. BRIDGE.  AT WEST END OF BRIDGE FOLLOW TRAIL UP STEEP
 SX1463'HILL FOR APPRX. 150 YARDS AND LOOK FOR SMALL CLEARING ON
 SX1463'LEFT.  STATION IS APPRX. 68 FT + OVER - WEST OF TRAIL IN
 SX1463'CLEARING.  STATION IS ALSO APPRX. 90 FT + OVER - WEST OF RIDGE
 SX1463'OF DEEP RAVINE.
 SX1463'
 SX1463'STATION IS 11 FT S. S. E. OF 10 IN FIR TREE AND 31 FT N. W. OF
 SX1463'ANOTHER 10 IN FIR TREE.  STATION IS BELOW TOP OF HILL.
 SX1463
 SX1463                          STATION RECOVERY (1983)
 SX1463
 SX1463'RECOVERY NOTE BY US POWER SQUADRON 1983 (GCS)
 SX1463'FALL CITY 1937 KING COUNTY AERIAL RECOVERED GOOD.  AS DESCRIBED.
 SX1463'
 SX1463'DID NOT SEARCH FOR R.M. MARK IS COVERED BY A 12 INCH BOULDER.  I
 SX1463'REMOVED OLD STAKES AND RIBBONS AS THERE WAS EVIDENCE OF SOME
 SX1463'RECREATIONAL TRAFFIC UP THERE.  THE WITNESS SIGN IS IN PLACE ON A
 SX1463'10 INCH FIR.  THE MARK IS 32 FULL PACES WEST THROUGH CLEARED TRACK
 SX1463'TO A PILE OF LARGE ROCKS ON SURFACE, FROM THE SIGN.
 SX1463'
 SX1463'REVISE TO REACH AS FOLLOWS--
 SX1463'
 SX1463'FROM 356 AVE SE DRIVE WEST ON RR ROAD BED (TRACKS AND TIES GONE)
 SX1463'TO TRESTLE.  CAN WALK ACROSS TRESTLE.  FROM TRESTLE GO 100 YDS
 SX1463'WEST TO LARGE FIRE CIRCLE.  BEAR RIGHT UP HILL ON OLD CAT TRACK.
 SX1463'TAKE SECOND TRAIL TO RIGHT UP STEEPLY.  FOLLOW PREVIOUS DIRECTIONS
 SX1463'TO STA.  IT WOULD BE WORTHWHILE TO SEEK AN ACCESS TO THE OLD RR
 SX1463'GRADE FROM THE WEST TO AVOID THE OLD TRESTLE WHICH IS AT LEAST
 SX1463'150 FEET HIGH AND HAS NO TIES OR TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2636 ***********************************************************************
 RC2636  DESIGNATION -  FALLBRIDGE STANDPIPE
 RC2636  PID         -  RC2636
 RC2636  STATE/COUNTY-  WA/KLICKITAT
 RC2636  USGS QUAD   -  WISHRAM (1994)
 RC2636
 RC2636                         *CURRENT SURVEY CONTROL
 RC2636  ___________________________________________________________________
 RC2636* NAD 83(1991)-  45 39 22.95177(N)    120 58 00.15410(W)     ADJUSTED  
 RC2636* NAVD 88     -                                                        
 RC2636  ___________________________________________________________________
 RC2636  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 RC2636  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RC2636
 RC2636  HORZ ORDER  -  THIRD
 RC2636
 RC2636.The horizontal coordinates were established by classical geodetic methods
 RC2636.and adjusted by the National Geodetic Survey in December 1991..
 RC2636
 RC2636
 RC2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2636
 RC2636.The geoid height was determined by GEOID03.
 RC2636
 RC2636;                    North         East     Units Scale Factor Converg.
 RC2636;SPC WA S     -    36,014.412   463,622.585   MT  1.00004480   -0 20 20.5
 RC2636;SPC WA S     -   118,157.28  1,521,068.43   sFT  1.00004480   -0 20 20.5
 RC2636;UTM  10      - 5,057,880.240   658,413.439   MT  0.99990853   +1 27 16.0
 RC2636
 RC2636                          SUPERSEDED SURVEY CONTROL
 RC2636
 RC2636  NAD 83(1991)-  45 39 22.95179(N)    120 58 00.15413(W) AD(       ) 4
 RC2636  NAD 83(1986)-  45 39 22.96359(N)    120 58 00.14778(W) AD(       ) 4
 RC2636  NAD 27      -  45 39 23.50800(N)    120 57 55.91300(W) AD(       ) 3
 RC2636
 RC2636.Superseded values are not recommended for survey control.
 RC2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2636.See file dsdata.txt to determine how the superseded data were derived.
 RC2636
 RC2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR5841357880(NAD 83)
 RC2636_MARKER: 52 = STANDPIPE TANK
 RC2636
 RC2636  HISTORY     - Date     Condition        Report By
 RC2636  HISTORY     - 1916     FIRST OBSERVED   CGS
 RC2636  HISTORY     - 1935     GOOD             CGS
 RC2636  HISTORY     - 1959     GOOD             CGS
 RC2636
 RC2636                          STATION DESCRIPTION
 RC2636
 RC2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (LAM)
 RC2636'THIS INTERSECTION STATION IS THE CENTER OF THE ELEVATED WATER
 RC2636'TANK OF THE SPOKANE, PORTLAND AND SEATTLE RAILWAY COMPANY, SITUATED
 RC2636'AT WISHRAM, FORMERLY FALLBRIDGE.
 RC2636'
 RC2636'THE TANK IS CLOSE TO THE N BANK OF THE COLUMBIA RIVER.  IT IS A
 RC2636'CONSPICUOUS TANK, AND IN 1935 WAS BLACK IN COLOR.
 RC2636
 RC2636                          STATION RECOVERY (1959)
 RC2636
 RC2636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2636'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 RC2636'TANK IS PAINTED BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1194 ***********************************************************************
 SB1194  FBN         -  This is a Federal Base Network Control Station.
 SB1194  DESIGNATION -  FALLS
 SB1194  PID         -  SB1194
 SB1194  STATE/COUNTY-  WA/YAKIMA
 SB1194  USGS QUAD   -  RIMROCK LAKE (1992)
 SB1194
 SB1194                         *CURRENT SURVEY CONTROL
 SB1194  ___________________________________________________________________
 SB1194* NAD 83(1998)-  46 37 43.60949(N)    121 07 59.64979(W)     ADJUSTED  
 SB1194* NAVD 88     -       899.5    (meters)    2951.     (feet)  GPS OBS   
 SB1194  ___________________________________________________________________
 SB1194  X           -  -2,268,924.878 (meters)                     COMP
 SB1194  Y           -  -3,756,311.501 (meters)                     COMP
 SB1194  Z           -   4,614,162.797 (meters)                     COMP
 SB1194  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 SB1194  ELLIP HEIGHT-         880.31  (meters)          (03/21/00) GPS OBS
 SB1194  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 SB1194
 SB1194  HORZ ORDER  -  A
 SB1194  ELLP ORDER  -  THIRD     CLASS II
 SB1194
 SB1194.The horizontal coordinates were established by GPS observations
 SB1194.and adjusted by the National Geodetic Survey in March 2000..
 SB1194.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SB1194.DATUM ITEM on the data sheet items page.
 SB1194
 SB1194.The orthometric height was determined by GPS observations and a
 SB1194.high-resolution geoid model.
 SB1194
 SB1194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SB1194
 SB1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1194
 SB1194.The ellipsoidal height was determined by GPS observations
 SB1194.and is referenced to NAD 83.
 SB1194
 SB1194.The geoid height was determined by GEOID03.
 SB1194
 SB1194;                    North         East     Units Scale Factor Converg.
 SB1194;SPC WA S     -   144,183.484   451,510.695   MT  0.99991489   -0 27 35.9
 SB1194;SPC WA S     -   473,041.98  1,481,331.34   sFT  0.99991489   -0 27 35.9
 SB1194;UTM  10      - 5,165,605.679   642,900.367   MT  0.99985100   +1 21 26.0
 SB1194
 SB1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1194!SPC WA S     -   0.99986202  x   0.99991489  =   0.99977693
 SB1194!UTM  10      -   0.99986202  x   0.99985100  =   0.99971305
 SB1194
 SB1194                          SUPERSEDED SURVEY CONTROL
 SB1194
 SB1194  NAD 83(1991)-  46 37 43.60834(N)    121 07 59.64907(W) AD(       ) B
 SB1194  ELLIP H (05/29/91)  880.40   (m)                       GP(       ) 4 1
 SB1194  NGVD 29 (05/29/91)  898.     (m)         2946.     (f) GPS OBS        
 SB1194
 SB1194.Superseded values are not recommended for survey control.
 SB1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1194.See file dsdata.txt to determine how the superseded data were derived.
 SB1194
 SB1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS4290065606(NAD 83)
 SB1194_MARKER: DH = HORIZONTAL CONTROL DISK
 SB1194_SETTING: 66 = SET IN ROCK OUTCROP
 SB1194_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SB1194_STAMPING: FALLS 1990
 SB1194_MARK LOGO: NGS   
 SB1194_MAGNETIC: N = NO MAGNETIC MATERIAL
 SB1194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB1194+STABILITY: POSITION/ELEVATION WELL
 SB1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SB1194+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1998
 SB1194
 SB1194  HISTORY     - Date     Condition        Report By
 SB1194  HISTORY     - 1990     MONUMENTED       NGS
 SB1194  HISTORY     - 19910905 GOOD             WA-077
 SB1194  HISTORY     - 19980331 GOOD             WADT
 SB1194
 SB1194                          STATION DESCRIPTION
 SB1194
 SB1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SB1194'THE STATION IS LOCATED ABOUT 43.5 KM (27.0 MI) EAST OF PACKWOOD, 35.4
 SB1194'KM (22.0 MI) WEST OF NACHES, 27.4 KM (17.0 MI) SOUTH OF BUMPING LAKE,
 SB1194'AT A BRIDGE ON THE SOUTH SIDE OF RIMROCK LAKE AND ON COUNTY ROAD
 SB1194'RIGHT-OF-WAY.
 SB1194'TO REACH FROM THE US FOREST SERVICE RANGER STATION IN NACHES, GO
 SB1194'NORTHWESTERLY ON US HIGHWAY 12 FOR 7.24 KM (4.50 MI) TO THE JUNCTION
 SB1194'OF STATE ROUTE 410.  CONTI UE SOUTHWESTERLY ON US HIGHWAY 12 FOR
 SB1194'19.31 KM (12.00 MI) TO THE TROUT LODGE AND STORE.  CONTINUE WESTERLY
 SB1194'ON US HIGHWAY 12 FOR 8.21 KM (5.10 MI) TO A SIDE ROAD LEFT.  TURN
 SB1194'LEFT AND GO SOUTH AND WEST ON TIETON ROAD FOR 6.76 KM (4.20 MI) TO A
 SB1194'BRIDGE AND THE STATION ON THE RIGHT.
 SB1194'THE MARK IS SET IN A DRILL HOLE IN OUTCROPING BEDROCK.  IT IS 11.4 M
 SB1194'(37.4 FT) SOUTHEAST OF A 12-INCH PINE TREE, 10.5 M (34.4 FT) NORTH OF
 SB1194'THE NORTHEAST CORNER OF THE BRIDGE AND 7.2 M (23.6 FT) SOUTHWEST OF A
 SB1194'8-INCH PINE TREE.
 SB1194
 SB1194                          STATION RECOVERY (1991)
 SB1194
 SB1194'RECOVERY NOTE BY YAKIMA COUNTY WASHINGTON 1991
 SB1194'RECOVERED IN GOOD CONDITION.
 SB1194
 SB1194                          STATION RECOVERY (1998)
 SB1194
 SB1194'RECOVERY NOTE BY WA DEPT OF TRANSP 1998
 SB1194'RECOVERED AS DESCRIBED (MARK IS DIRECTLY UNDER POWER LINE) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1460 ***********************************************************************
 TR1460  DESIGNATION -  FAN MARKER CAMANO ISLAND 1954
 TR1460  PID         -  TR1460
 TR1460  STATE/COUNTY-  WA/ISLAND
 TR1460  USGS QUAD   -  CAMANO (1978)
 TR1460
 TR1460                         *CURRENT SURVEY CONTROL
 TR1460  ___________________________________________________________________
 TR1460* NAD 83(1991)-  48 11 26.52712(N)    122 30 31.74299(W)     ADJUSTED  
 TR1460* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 TR1460  ___________________________________________________________________
 TR1460  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 TR1460  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 TR1460
 TR1460  HORZ ORDER  -  THIRD
 TR1460
 TR1460.The horizontal coordinates were established by classical geodetic methods
 TR1460.and adjusted by the National Geodetic Survey in December 1991..
 TR1460
 TR1460.The orthometric height was scaled from a topographic map.
 TR1460
 TR1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1460
 TR1460.The geoid height was determined by GEOID03.
 TR1460
 TR1460;                    North         East     Units Scale Factor Converg.
 TR1460;SPC WA N     -   133,741.280   375,444.834   MT  0.99994306   -1 14 50.8
 TR1460;SPC WA N     -   438,782.85  1,231,771.93   sFT  0.99994306   -1 14 50.8
 TR1460;UTM  10      - 5,337,612.942   536,504.719   MT  0.99961637   +0 21 58.0
 TR1460
 TR1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1460!SPC WA N     -   0.99998506  x   0.99994306  =   0.99992812
 TR1460!UTM  10      -   0.99998506  x   0.99961637  =   0.99960144
 TR1460
 TR1460                          SUPERSEDED SURVEY CONTROL
 TR1460
 TR1460  NAD 83(1986)-  48 11 26.52871(N)    122 30 31.74558(W) AD(       ) 4
 TR1460  NAD 27      -  48 11 27.17600(N)    122 30 27.17700(W) AD(       ) 3
 TR1460
 TR1460.Superseded values are not recommended for survey control.
 TR1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1460.See file dsdata.txt to determine how the superseded data were derived.
 TR1460
 TR1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3650537613(NAD 83)
 TR1460
 TR1460  HISTORY     - Date     Condition        Report By
 TR1460  HISTORY     - 1954     MONUMENTED       CGS
 TR1460  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1460
 TR1460                          STATION DESCRIPTION
 TR1460
 TR1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR1460'THE STATION IS THE TOP AND CENTER OF THE ELECTRIC CONDUIT PIPE,
 TR1460'PROJECTING 30 INCHES ABOVE THE GROUND, IN THE CENTER OF THE LINE
 TR1460'OF FOUR MASTS OF THE FAN MARKER STATION.  IT IS LOCATED ON CAMANO
 TR1460'ISLAND, ABOUT 11 MILES WEST SOUTHWEST OF STANWOOD, 6 MILES SOUTH
 TR1460'OF THE NORTH END OF THE ISLAND, 1.5 MILES NORTHEAST OF THE
 TR1460'VILLAGE OF CAMANO, 1.25 MILES WEST SOUTHWEST OF TRIANGLE COVE AND
 TR1460'14.703 METERS, 48.24 FEET, SOUTHEAST OF TRIANGULATION STATION
 TR1460'MARKER.
 TR1460
 TR1460                          STATION RECOVERY (1960)
 TR1460
 TR1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1460'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR1460'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0111 ***********************************************************************
 SX0111  DESIGNATION -  FANCHER A
 SX0111  PID         -  SX0111
 SX0111  STATE/COUNTY-  WA/DOUGLAS
 SX0111  USGS QUAD   -  WENATCHEE (1987)
 SX0111
 SX0111                         *CURRENT SURVEY CONTROL
 SX0111  ___________________________________________________________________
 SX0111* NAD 83(1986)-  47 26 54.     (N)    120 16 33.     (W)     SCALED    
 SX0111* NAVD 88     -       441.226  (meters)    1447.59   (feet)  ADJUSTED  
 SX0111  ___________________________________________________________________
 SX0111  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SX0111  DYNAMIC HT  -         441.276 (meters)    1447.75  (feet)  COMP
 SX0111  MODELED GRAV-     980,712.2   (mgal)                       NAVD 88
 SX0111
 SX0111  VERT ORDER  -  FIRST     CLASS II
 SX0111
 SX0111.This mark is at Pangborn Mem Airport (EAT)
 SX0111
 SX0111.The horizontal coordinates were scaled from a topographic map and have
 SX0111.an estimated accuracy of +/- 6 seconds.
 SX0111
 SX0111.The orthometric height was determined by differential leveling
 SX0111.and adjusted by the National Geodetic Survey in June 1991..
 SX0111
 SX0111.The geoid height was determined by GEOID03.
 SX0111
 SX0111.The dynamic height is computed by dividing the NAVD 88
 SX0111.geopotential number by the normal gravity value computed on the
 SX0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0111.degrees latitude (g = 980.6199 gals.).
 SX0111
 SX0111.The modeled gravity was interpolated from observed gravity values.
 SX0111
 SX0111;                    North         East    Units  Estimated Accuracy
 SX0111;SPC WA N     -    50,000.      542,050.      MT  (+/- 180 meters Scaled)
 SX0111
 SX0111                          SUPERSEDED SURVEY CONTROL
 SX0111
 SX0111  NGVD 29 (??/??/92)  440.102  (m)         1443.90   (f) ADJ UNCH    1 2
 SX0111
 SX0111.Superseded values are not recommended for survey control.
 SX0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0111.See file dsdata.txt to determine how the superseded data were derived.
 SX0111
 SX0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT053585(NAD 83)
 SX0111_MARKER: DB = BENCH MARK DISK
 SX0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0111_SP_SET: CONCRETE BASE
 SX0111_STAMPING: FANCHER A 1944
 SX0111_MARK LOGO: CGS   
 SX0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0111
 SX0111  HISTORY     - Date     Condition        Report By
 SX0111  HISTORY     - 1944     MONUMENTED       CGS
 SX0111  HISTORY     - 1962     GOOD             NGS
 SX0111  HISTORY     - 1982     GOOD             NGS
 SX0111
 SX0111                          STATION DESCRIPTION
 SX0111
 SX0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SX0111'IN FANCHER AIRPORT.
 SX0111'AT FANCHER AIRPORT, DOUGLAS COUNTY, 275 FEET WEST OF THE OFFICE
 SX0111'BUILDING, AT THE SOUTH CORNER OF THE SOUTHEAST HANGAR, AND IN THE
 SX0111'SOUTHEAST CORNER OF THE CONCRETE BASE.  A STANDARD DISK, STAMPED
 SX0111'FANCHER A 1944.
 SX0111
 SX0111                          STATION RECOVERY (1962)
 SX0111
 SX0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SX0111'RECOVERED IN GOOD CONDITION.
 SX0111
 SX0111                          STATION RECOVERY (1982)
 SX0111
 SX0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2268 ***********************************************************************
 SY2268  DESIGNATION -  FANDELL
 SY2268  PID         -  SY2268
 SY2268  STATE/COUNTY-  WA/KING
 SY2268  USGS QUAD   -  BUCKLEY (1993)
 SY2268
 SY2268                         *CURRENT SURVEY CONTROL
 SY2268  ___________________________________________________________________
 SY2268* NAD 83(1991)-  47 14 40.55085(N)    122 01 50.99968(W)     ADJUSTED  
 SY2268* NAVD 88     -       203.5    (meters)     668.     (feet)  VERTCON   
 SY2268  ___________________________________________________________________
 SY2268  LAPLACE CORR-          10.52  (seconds)                    DEFLEC99
 SY2268  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 SY2268
 SY2268  HORZ ORDER  -  FIRST
 SY2268
 SY2268.The horizontal coordinates were established by classical geodetic methods
 SY2268.and adjusted by the National Geodetic Survey in December 1991..
 SY2268
 SY2268.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2268
 SY2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2268
 SY2268.The geoid height was determined by GEOID03.
 SY2268
 SY2268;                    North         East     Units Scale Factor Converg.
 SY2268;SPC WA N     -    27,900.603   409,337.883   MT  1.00005742   -0 53 29.6
 SY2268;SPC WA N     -    91,537.23  1,342,969.37   sFT  1.00005742   -0 53 29.6
 SY2268;SPC WA S     -   213,569.351   384,112.849   MT  0.99998091   -1 06 43.2
 SY2268;SPC WA S     -   700,685.45  1,260,210.24   sFT  0.99998091   -1 06 43.2
 SY2268;UTM  10      - 5,232,801.414   573,344.258   MT  0.99966611   +0 42 41.9
 SY2268
 SY2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2268!SPC WA N     -   0.99997160  x   1.00005742  =   1.00002901
 SY2268!SPC WA S     -   0.99997160  x   0.99998091  =   0.99995251
 SY2268!UTM  10      -   0.99997160  x   0.99966611  =   0.99963771
 SY2268
 SY2268:                Primary Azimuth Mark                     Grid Az
 SY2268:SPC WA N     -  HP 17                                    092 46 41.5
 SY2268:SPC WA S     -  HP 17                                    092 59 55.1
 SY2268:UTM  10      -  HP 17                                    091 10 30.0
 SY2268
 SY2268|---------------------------------------------------------------------|
 SY2268| PID    Reference Object                     Distance      Geod. Az  |
 SY2268|                                                           dddmmss.s |
 SY2268| CE4168 HP 17                                              0915311.9 |
 SY2268| CE4004 FANDELL RM                            2.537 METERS 13216     |
 SY2268| CE4005 FANDELL RM 2                          7.029 METERS 22617     |
 SY2268|---------------------------------------------------------------------|
 SY2268
 SY2268                          SUPERSEDED SURVEY CONTROL
 SY2268
 SY2268  NAD 83(1986)-  47 14 40.54191(N)    122 01 51.01319(W) AD(       ) 1
 SY2268  NAD 27      -  47 14 41.17246(N)    122 01 46.60130(W) AD(       ) 1
 SY2268  NGVD 29 (07/19/86)  202.4    (m)          664.     (f) VERT ANG       
 SY2268
 SY2268.Superseded values are not recommended for survey control.
 SY2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2268.See file dsdata.txt to determine how the superseded data were derived.
 SY2268
 SY2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7334432801(NAD 83)
 SY2268_MARKER: Z = SEE DESCRIPTION
 SY2268_SETTING: 0 = UNSPECIFIED SETTING
 SY2268
 SY2268  HISTORY     - Date     Condition        Report By
 SY2268  HISTORY     - 1937     MONUMENTED       WAGS
 SY2268  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SY2268  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY2268
 SY2268                          STATION DESCRIPTION
 SY2268
 SY2268'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY2268'STATION MARK IS A STANDARD DISK STAMPED KING COUNTY AERIAL SURVEY
 SY2268'SET IN SMALL BOULDER 18 PACES N AND W OF KNOLL AND 74 FEET W OF AN
 SY2268'OLD LOGGING ROAD.
 SY2268'
 SY2268'REFERENCE MARK IS SIMILAR AND SET 8.35 FEET MAGNETIC S 70 DEG W
 SY2268'FROM STATION.
 SY2268'
 SY2268'FROM ALBERT FUGITTS PICNIC GROCERY AND GAS STATION ON THE PAVED
 SY2268'HIGHWAY 3 MILES W OF ENUMCLAW, 13 MILES FROM AUBURN, RUN E 0.5
 SY2268'MILE, THEN N 2-1/4 MILES TO THE CROSSROADS OF THE S 1/4 CORNER
 SY2268'SEC. 3, T.20, R.6.  FROM THE CORNER RUN W 300 YARDS AND STOP AT
 SY2268'THE TOP OF THE RISE.  THEN WALK N ALONG THE RIDGE 200 YARDS TO A
 SY2268'SMALL KNOLL.  THIS KNOLL IS ONLY A FEW FEET HIGHER THAN THE
 SY2268'GENERAL LEVEL OF THE RIDGE, BUT IT IS THE HIGHEST POINT WITHIN 1/4
 SY2268'OR 1/2 MILE IN ANY DIRECTION AND IS EASILY IDENTIFIED.
 SY2268'
 SY2268'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY2268
 SY2268                          STATION RECOVERY (1972)
 SY2268
 SY2268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDF)
 SY2268'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AND FOUND TO BE
 SY2268'IN GOOD CONDITION.  A SLIGHT DIFFERENCE WAS NOTED IN THE DISTANCE
 SY2268'TO THE REFERENCE MARK.  REFERENCE MARK 2 WAS ESTABLISHED AT THIS
 SY2268'TIME AND KING COUNTY SURVEY MONUMENT HP 17 WAS USED AS THE AZIMUTH
 SY2268'MARK.  DUE TO THESE CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 SY2268'
 SY2268'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF ENUMCLAW ON
 SY2268'PROPERTY OWNED BY A MRS. FILOMANE FANTELLO WHO LIVES ABOUT 0.1 MILE
 SY2268'NORTHEAST OF THE STATION.  IT IS IN THE SW 1/4 SEC 3, T20N, R6E,
 SY2268'AND ON THE HIGHEST PART OF A RIDGE AMONG SEVERAL TREES.
 SY2268'
 SY2268'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 164 AND
 SY2268'169 IN ENUMCLAW, GO NORTH ON STATE HIGHWAY 169 FOR 2.75 MILES
 SY2268'TO SE 400 ST.  TURN LEFT AND GO WEST ON SE 400 ST FOR 1.7 MILES
 SY2268'TO 236 AVE SE.  (TO REACH KING COUNTY MONUMENT FROM HERE, TURN
 SY2268'RIGHT AND GO NORTH ON 236 AVE SE FOR 0.1 MILE TO THE MARK ON THE
 SY2268'LEFT.) CONTINUE FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT.
 SY2268'TURN RIGHT AND GO NORTHERLY KEEPING TO THE RIGHT OF A HOUSE FOR
 SY2268'0.15 MILE TO THE STATION ON THE LEFT.
 SY2268'
 SY2268'THE STATION MARK IS A STANDARD DISK STAMPED KING CO AIREL FANDELL
 SY2268'1937.  IT IS CEMENTED IN A DRILL HOLE IN A SMALL BOULDER WHICH IS
 SY2268'FLUSH WITH THE GROUND SURFACE.  IT IS 63-1/2 FEET WEST OF THE EDGE
 SY2268'OF THE TREES, 26 FEET SOUTHEAST OF AN 8-INCH TREE WITH WITNESS
 SY2268'SIGN ATTACHED AND 23 FEET NORTHEAST OF A TRIANGLE BLAZED TREE
 SY2268'WITH A WITNESS SIGN ATTACHED.
 SY2268'
 SY2268'THE OLD REFERENCE MARK IS A STANDARD DISK STAMPED KING CO AIREL
 SY2268'FANDELL 1937.  IT IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 SY2268'PROJECTS ABOUT 5 INCHES.  IT IS 56-1/2 FEET WEST OF THE EDGE OF
 SY2268'THE TREES, 32-1/2 FEET SOUTHEAST OF THE 8-INCH TREE AND 27 FEET
 SY2268'EAST-NORTHEAST OF THE TRIANGLE BLAZED TREE.
 SY2268'
 SY2268'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FANDELL 1937 NO 2
 SY2268'1972.  IT IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH
 SY2268'WITH THE GROUND SURFACE.  IT IS 80 FEET WEST OF THE EDGE OF THE
 SY2268'TREES, 44 FEET SOUTH-SOUTHWEST OF THE 8-INCH TREE AND 26-1/2 FEET
 SY2268'SOUTH-SOUTHEAST OF THE BLAZED TREE.
 SY2268'
 SY2268'THE AZIMUTH MARK IS A KING COUNTY SURVEY STATION MARK DISK STAMPED
 SY2268'HP 17 1971.  IT IS SET IN THE TOP OF A 6-INCH CYLINDRICAL CONCRETE
 SY2268'MONUMENT WHICH IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS IN THE
 SY2268'WEST SHOULDER OF 236 AVE SE.  IT IS 141 FEET SOUTH OF THE
 SY2268'APPROXIMATE CENTER OF A DRIVEWAY, 116.3 FEET SOUTHWEST OF A
 SY2268'RAILROAD SPIKE WHICH HAS BEEN DRIVEN INTO A POWER LINE POLE, 15
 SY2268'FEET WEST OF THE CENTERLINE OF 236 AVE SE, AND 14.1 FEET EAST
 SY2268'OF A WOODEN WITNESS POST.
 SY2268'
 SY2268'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 SY2268'
 SY2268'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2268'3-1/2 MILES NORTHWEST OF ENUMCLAW.
 SY2268
 SY2268                          STATION RECOVERY (1988)
 SY2268
 SY2268'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1441 ***********************************************************************
 SX1441  DESIGNATION -  FANG
 SX1441  PID         -  SX1441
 SX1441  STATE/COUNTY-  WA/SNOHOMISH
 SX1441  USGS QUAD   -  INDEX (1989)
 SX1441
 SX1441                         *CURRENT SURVEY CONTROL
 SX1441  ___________________________________________________________________
 SX1441* NAD 83(1991)-  47 46 55.16743(N)    121 34 58.08338(W)     ADJUSTED  
 SX1441* NAVD 88     -                                                        
 SX1441  ___________________________________________________________________
 SX1441  LAPLACE CORR-           7.29  (seconds)                    DEFLEC99
 SX1441  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 SX1441
 SX1441  HORZ ORDER  -  THIRD
 SX1441
 SX1441.The horizontal coordinates were established by classical geodetic methods
 SX1441.and adjusted by the National Geodetic Survey in December 1991..
 SX1441
 SX1441
 SX1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1441
 SX1441.The geoid height was determined by GEOID03.
 SX1441
 SX1441;                    North         East     Units Scale Factor Converg.
 SX1441;SPC WA N     -    87,216.614   443,838.657   MT  0.99995935   -0 33 28.8
 SX1441;SPC WA N     -   286,143.17  1,456,160.66   sFT  0.99995935   -0 33 28.8
 SX1441;UTM  10      - 5,293,042.326   606,160.268   MT  0.99973849   +1 02 58.8
 SX1441
 SX1441                          SUPERSEDED SURVEY CONTROL
 SX1441
 SX1441  NAD 83(1986)-  47 46 55.16140(N)    121 34 58.08380(W) AD(       ) 4
 SX1441  NAD 27      -  47 46 55.78700(N)    121 34 53.70300(W) AD(       ) 3
 SX1441
 SX1441.Superseded values are not recommended for survey control.
 SX1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1441.See file dsdata.txt to determine how the superseded data were derived.
 SX1441
 SX1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT0616093042(NAD 83)
 SX1441
 SX1441  HISTORY     - Date     Condition        Report By
 SX1441  HISTORY     - 1936     MONUMENTED       WAGS
 SX1441
 SX1441                          STATION DESCRIPTION
 SX1441
 SX1441'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1936
 SX1441'STATION IS IN THE S CENTRAL PORTION OF SNOHOMISH COUNTY, ABOUT
 SX1441'1/2 MILE N OF THE COUNTY LINE AND ABOUT 1 MILE N OF MOUNT INDEX,
 SX1441'ABOUT 1/2 MILE W OF LAKE SERENE, A VERY SHARP, STEEP, ROCKY PEAK.
 SX1441'
 SX1441'ELEVATION OF ABOUT 5,000 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG8344 ***********************************************************************
 DG8344  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG8344  DESIGNATION -  FANTASYFD_WA2004 CORS ARP
 DG8344  CORS_ID     -  P420
 DG8344  PID         -  DG8344
 DG8344  STATE/COUNTY-  WA/LEWIS
 DG8344  USGS QUAD   -  JACKSON PRAIRIE (1993)
 DG8344
 DG8344                         *CURRENT SURVEY CONTROL
 DG8344  ___________________________________________________________________
 DG8344* NAD 83(CORS)-  46 35 18.95068(N)    122 51 58.73530(W)     ADJUSTED  
 DG8344* NAVD 88     -                                                        
 DG8344  ___________________________________________________________________
 DG8344  EPOCH DATE  -        2002.00
 DG8344  X           -  -2,382,951.586 (meters)                     COMP
 DG8344  Y           -  -3,688,235.032 (meters)                     COMP
 DG8344  Z           -   4,610,508.326 (meters)                     COMP
 DG8344  ELLIP HEIGHT-          74.45  (meters)          (12/??/04) GPS OBS
 DG8344  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 DG8344
 DG8344  HORZ ORDER  -  SPECIAL (CORS)
 DG8344  ELLP ORDER  -  SPECIAL (CORS)
 DG8344
 DG8344.ITRF positions are available for this station.
 DG8344.The coordinates were established by GPS observations
 DG8344.and adjusted by the National Geodetic Survey in December 2004..
 DG8344.The coordinates are valid at the epoch date displayed above.
 DG8344.The epoch date for horizontal control is a decimal equivalence
 DG8344.of Year/Month/Day.
 DG8344
 DG8344
 DG8344.The PID for the CORS L1 Phase Center is DG8345.
 DG8344
 DG8344.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG8344
 DG8344.The ellipsoidal height was determined by GPS observations
 DG8344.and is referenced to NAD 83.
 DG8344
 DG8344.The geoid height was determined by GEOID03.
 DG8344
 DG8344;                    North         East     Units Scale Factor Converg.
 DG8344;SPC WA S     -   142,242.167   318,693.445   MT  0.99991460   -1 43 08.0
 DG8344;SPC WA S     -   466,672.84  1,045,580.08   sFT  0.99991460   -1 43 08.0
 DG8344
 DG8344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8344!SPC WA S     -   0.99998833  x   0.99991460  =   0.99990293
 DG8344
 DG8344                          SUPERSEDED SURVEY CONTROL
 DG8344
 DG8344.No superseded survey control is available for this station.
 DG8344
 DG8344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES1024159457(NAD 83)
 DG8344_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG8344
 DG8344                          STATION DESCRIPTION
 DG8344
 DG8344'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG8344'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG8344'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG8344'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG8344'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG8344'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG8345 ***********************************************************************
 DG8345  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG8345  DESIGNATION -  FANTASYFD_WA2004 CORS L1 PHASE CENTER
 DG8345  CORS_ID     -  P420
 DG8345  PID         -  DG8345
 DG8345  STATE/COUNTY-  WA/LEWIS
 DG8345  USGS QUAD   -  JACKSON PRAIRIE (1993)
 DG8345
 DG8345                         *CURRENT SURVEY CONTROL
 DG8345  ___________________________________________________________________
 DG8345* NAD 83(CORS)-  46 35 18.95072(N)    122 51 58.73528(W)     ADJUSTED  
 DG8345* NAVD 88     -                                                        
 DG8345  ___________________________________________________________________
 DG8345  EPOCH DATE  -        2002.00
 DG8345  X           -  -2,382,951.626 (meters)                     COMP
 DG8345  Y           -  -3,688,235.094 (meters)                     COMP
 DG8345  Z           -   4,610,508.407 (meters)                     COMP
 DG8345  ELLIP HEIGHT-          74.56  (meters)          (12/??/04) GPS OBS
 DG8345  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 DG8345
 DG8345  HORZ ORDER  -  SPECIAL (CORS)
 DG8345  ELLP ORDER  -  SPECIAL (CORS)
 DG8345
 DG8345.ITRF positions are available for this station.
 DG8345.The coordinates were established by GPS observations
 DG8345.and adjusted by the National Geodetic Survey in December 2004..
 DG8345.The coordinates are valid at the epoch date displayed above.
 DG8345.The epoch date for horizontal control is a decimal equivalence
 DG8345.of Year/Month/Day.
 DG8345
 DG8345
 DG8345.The PID for the CORS ARP is DG8344.
 DG8345
 DG8345.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG8345
 DG8345.The ellipsoidal height was determined by GPS observations
 DG8345.and is referenced to NAD 83.
 DG8345
 DG8345.The geoid height was determined by GEOID03.
 DG8345
 DG8345;                    North         East     Units Scale Factor Converg.
 DG8345;SPC WA S     -   142,242.168   318,693.446   MT  0.99991460   -1 43 08.0
 DG8345;SPC WA S     -   466,672.85  1,045,580.08   sFT  0.99991460   -1 43 08.0
 DG8345
 DG8345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8345!SPC WA S     -   0.99998831  x   0.99991460  =   0.99990291
 DG8345
 DG8345                          SUPERSEDED SURVEY CONTROL
 DG8345
 DG8345.No superseded survey control is available for this station.
 DG8345
 DG8345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES1024159457(NAD 83)
 DG8345_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG8345
 DG8345                          STATION DESCRIPTION
 DG8345
 DG8345'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG8345'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG8345'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG8345'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG8345'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG8345'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG8346 ***********************************************************************
 DG8346  DESIGNATION -  FANTASYFD_WA2004 GRP
 DG8346  PID         -  DG8346
 DG8346  STATE/COUNTY-  WA/LEWIS
 DG8346  USGS QUAD   -  JACKSON PRAIRIE (1993)
 DG8346
 DG8346                         *CURRENT SURVEY CONTROL
 DG8346  ___________________________________________________________________
 DG8346* NAD 83(CORS)-  46 35 18.95068(N)    122 51 58.73530(W)     ADJUSTED  
 DG8346* NAVD 88     -                                                        
 DG8346  ___________________________________________________________________
 DG8346  EPOCH DATE  -        2002.00
 DG8346  X           -  -2,382,951.582 (meters)                     COMP
 DG8346  Y           -  -3,688,235.026 (meters)                     COMP
 DG8346  Z           -   4,610,508.319 (meters)                     COMP
 DG8346  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DG8346  ELLIP HEIGHT-          74.44  (meters)          (12/??/04) GPS OBS
 DG8346  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 DG8346
 DG8346  HORZ ORDER  -  A
 DG8346  ELLP ORDER  -  FOURTH    CLASS I
 DG8346
 DG8346.ITRF positions are available for this station.
 DG8346.The horizontal coordinates were established by GPS observations
 DG8346.and adjusted by the National Geodetic Survey in December 2004..
 DG8346.The horizontal coordinates are valid at the epoch date displayed above.
 DG8346.The epoch date for horizontal control is a decimal equivalence
 DG8346.of Year/Month/Day.
 DG8346
 DG8346
 DG8346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8346
 DG8346.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8346
 DG8346.The ellipsoidal height was determined by GPS observations
 DG8346.and is referenced to NAD 83.
 DG8346
 DG8346.The geoid height was determined by GEOID03.
 DG8346
 DG8346;                    North         East     Units Scale Factor Converg.
 DG8346;SPC WA S     -   142,242.167   318,693.445   MT  0.99991460   -1 43 08.0
 DG8346;SPC WA S     -   466,672.84  1,045,580.08   sFT  0.99991460   -1 43 08.0
 DG8346;UTM  10      - 5,159,456.762   510,241.200   MT  0.99960129   +0 05 49.6
 DG8346
 DG8346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8346!SPC WA S     -   0.99998833  x   0.99991460  =   0.99990293
 DG8346!UTM  10      -   0.99998833  x   0.99960129  =   0.99958963
 DG8346
 DG8346                          SUPERSEDED SURVEY CONTROL
 DG8346
 DG8346.No superseded survey control is available for this station.
 DG8346
 DG8346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES1024159457(NAD 83)
 DG8346_STAMPING: UNKNOWN
 DG8346'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P420'
 DG8346'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DG8346'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG8346'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG8346'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG8346'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DG8346'
 DG8346' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3085 ***********************************************************************
 SY3085  DESIGNATION -  FAR
 SY3085  PID         -  SY3085
 SY3085  STATE/COUNTY-  WA/PIERCE
 SY3085  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3085
 SY3085                         *CURRENT SURVEY CONTROL
 SY3085  ___________________________________________________________________
 SY3085* NAD 83(1991)-  47 14 22.74470(N)    122 37 55.03557(W)     ADJUSTED  
 SY3085* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SY3085  ___________________________________________________________________
 SY3085  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 SY3085  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY3085
 SY3085  HORZ ORDER  -  SECOND
 SY3085
 SY3085.The horizontal coordinates were established by classical geodetic methods
 SY3085.and adjusted by the National Geodetic Survey in December 1991..
 SY3085
 SY3085.The orthometric height was scaled from a topographic map.
 SY3085
 SY3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3085
 SY3085.The geoid height was determined by GEOID03.
 SY3085
 SY3085;                    North         East     Units Scale Factor Converg.
 SY3085;SPC WA S     -   214,076.218   338,601.434   MT  0.99997991   -1 32 55.1
 SY3085;SPC WA S     -   702,348.39  1,110,894.87   sFT  0.99997991   -1 32 55.1
 SY3085;UTM  10      - 5,231,861.937   527,855.510   MT  0.99960954   +0 16 12.8
 SY3085
 SY3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3085!SPC WA S     -   1.00000275  x   0.99997991  =   0.99998266
 SY3085!UTM  10      -   1.00000275  x   0.99960954  =   0.99961229
 SY3085
 SY3085|---------------------------------------------------------------------|
 SY3085| PID    Reference Object                     Distance      Geod. Az  |
 SY3085|                                                           dddmmss.s |
 SY3085| CE4006 FAR RM                               38.830 METERS 09811     |
 SY3085| SY3079 GER                                 APPROX. 3.0 KM 2054048.0 |
 SY3085|---------------------------------------------------------------------|
 SY3085
 SY3085                          SUPERSEDED SURVEY CONTROL
 SY3085
 SY3085  NAD 83(1986)-  47 14 22.73958(N)    122 37 55.04562(W) AD(       ) 2
 SY3085  NAD 27      -  47 14 23.38200(N)    122 37 50.58500(W) AD(       ) 2
 SY3085
 SY3085.Superseded values are not recommended for survey control.
 SY3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3085.See file dsdata.txt to determine how the superseded data were derived.
 SY3085
 SY3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2785631862(NAD 83)
 SY3085_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3085
 SY3085  HISTORY     - Date     Condition        Report By
 SY3085  HISTORY     - 1935     MONUMENTED       CGS
 SY3085  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY3085  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3085  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY3085  HISTORY     - 1976     SEE DESCRIPTION  LOCENG
 SY3085
 SY3085                          STATION DESCRIPTION
 SY3085
 SY3085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3085'STATION IS LOCATED ON THE E SIDE OF CARR INLET, ON THE W SHORE OF
 SY3085'FOX ISLAND, ABOUT 1-3/4 MILES NW FROM GIBSON POINT.  STATION IS ON
 SY3085'A LOW FLAT, GENTLY ROUNDING POINT, THICKLY COVERED WITH
 SY3085'DRIFTWOOD.  STATION IS ABOVE THE NORMAL HIGH-WATER LEVEL, BUT WILL
 SY3085'COVER OVER IN STORM HIGH TIDES.  STATION IS ABOUT 10 METERS
 SY3085'INSHORE FROM THE HIGH-WATER MARK.  MONUMENT SET FLUSH WITH BEACH
 SY3085'SURFACE.  THERE IS AN UNUSED ROAD LEADING INLAND DIRECTLY
 SY3085'BACK OF STATION.
 SY3085'
 SY3085'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3085'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3085'
 SY3085'REFERENCE MARK SET IN GROUND ON SIDE OF UNUSED ROAD AND IS ABOUT
 SY3085'8 FEET HIGHER THAN STATION.
 SY3085
 SY3085                          STATION RECOVERY (1953)
 SY3085
 SY3085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 SY3085'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 SY3085'J.S. IN 1935.  THE DESCRIPTION IS ADEQUATE WITH THE ADDITION THAT
 SY3085'THE UNUSED ROAD MENTIONED HAS BEEN GRADED AND IS NOW IN USE, AND
 SY3085'NOW RUNS DIRECTLY BEHIND THE MARK.
 SY3085'
 SY3085'THE REFERENCE MARK WAS MOVED, WHEN THE ROAD WAS GRADED, AND IS
 SY3085'NO LONGER ADEQUATE.
 SY3085
 SY3085                          STATION RECOVERY (1966)
 SY3085
 SY3085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3085'THE STATION MARK WAS RECOVERED, THE REFERENCE MARK WAS NOT FOUND.
 SY3085'
 SY3085'THE STATION MARK, STAMPED FAR 1935, IS A STANDARD DISK SET IN A
 SY3085'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 20 YARDS
 SY3085'NORTH OF THE END OF A ROAD, 11 FEET WEST OF A POWER POLE WITH TWO
 SY3085'GUY WIRES, 8 FEET WEST OF THE PROJECTED WEST SIDE OF THE LOW,
 SY3085'FLAT-ROOFED HOUSE ABOUT 50 YARDS SOUTH OF THE STATION, AND AT THE
 SY3085'EASTERN EDGE OF THE DRIFTWOOD ALONG THE SHORELINE.  A METAL
 SY3085'WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
 SY3085'
 SY3085'TO REACH THE STATION FROM THE SOUTH END OF THE FOX ISLAND BRIDGE,
 SY3085'GO SOUTHERLY ON THE MAIN ROAD FOR 1.1 MILES TO A CURVE RIGHT, CURVE
 SY3085'RIGHT AND GO SOUTHERLY 0.3 MILE TO A CURVE LEFT, CURVE LEFT AND
 SY3085'GO EAST 0.8 MILE TO A CURVE RIGHT WITH A SERVICE STATION AND
 SY3085'GROCERY STORE ON THE RIGHT, GO SOUTH 1.1 MILES TO THE
 SY3085'INTERSECTION OF 9TH AVE. AND KAMUS DRIVE, TURN RIGHT AND GO 0.35
 SY3085'MILE TO A CURVE, CONTINUE AROUND CURVE AND DOWNHILL 0.3 MILE
 SY3085'TO THE END OF THE ROAD AT THE BEACH AND THE STATION 20 YARDS
 SY3085'NORTH OF THE ROAD.
 SY3085
 SY3085                          STATION RECOVERY (1976)
 SY3085
 SY3085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SY3085'NO OBSERVATIONS MADE DURING THIS VISIT.
 SY3085'
 SY3085'THE AREA HAS BEEN LEVELED OR FILLED, AND A NEW HOUSE IS UNDER
 SY3085'CONSTRUCTION ON THIS LOT.  THE STATION MARK WAS FOUND UNDISTURBED,
 SY3085'BUT UNDER 2-1/2 FEET OF FILL.  A NEW SURFACE STATION MARK WAS SET,
 SY3085'LEAVING THE ORIGINAL DISK, WHICH IS STAMPED FAR 1935, TO SERVE AS
 SY3085'A SUB-SURFACE MARK.
 SY3085'
 SY3085'THE STATION IS ABOUT 7 MILES SOUTH-SOUTHWEST OF GIG HARBOR, 5
 SY3085'MILES WEST OF TACOMA, ON THE SOUTHWEST SIDE OF FOX ISLAND, NEAR
 SY3085'THE POINT WHERE THE SECTION LINE BETWEEN SECTIONS 11 AND 12, T 20
 SY3085'N, R 1 E, ENDS AT THE BEACH.  MARK IS ON PROPERTY OWNED BY
 SY3085'MR. HAROLD MARTIN, 4206 60TH AVE. CT. WEST, TACOMA, WASH. 98466.
 SY3085'
 SY3085'TO REACH FROM THE SOUTH END OF THE FOX ISLAND BRIDGE, GO SOUTH
 SY3085'ON 3RD AVENUE (KEEPING THE MAIN ROAD), FOR 1.45 MILES TO THE
 SY3085'INTERSECTION OF FOX DRIVE AND FOX ISLAND BLVD. CONTINUE STRAIGHT
 SY3085'AHEAD FOR 0.5 MILE TO THE INTERSECTION OF 6TH AVE. AND ISLAND
 SY3085'BLVD, KEEP LEFT 0.8 MILE TO THE INTERSECTION OF ISLAND BLVD. AND
 SY3085'9TH AVE., TURN RIGHT AND GO 0.2 MILE TO THE INTERSECTION OF 9TH
 SY3085'AVE. AND KAMUS DRIVE, TURN RIGHT ON KAMUS DRIVE, GO 0.35 MILE
 SY3085'TO A CURVE TO THE LEFT, CONTINUE AROUND CURVE AND DOWNHILL 0.3
 SY3085'MILE TO THE BEACH AND THE STATION ON THE RIGHT, 43.1 FEET NORTH
 SY3085'OF THE SOUTHERN EDGE OF THE LARGE LOG WHICH SERVES AS A
 SY3085'RETAINING WALL AT THE NORTH EDGE OF THE ROAD.
 SY3085'
 SY3085'THE STATION MARK, STAMPED FAR 1935 1976, IS A STANDARD DISK SET
 SY3085'IN A ROUND CONCRETE POST 6 INCHES BELOW GROUND (DEPTH MAY CHANGE
 SY3085'SOMEWHAT WITH FINAL LANDSCAPING).  18 FEET EAST OF THE HIGH WATER
 SY3085'LINE, 24.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 SY3085'HOUSE, WHICH EXTENDS 2 FEET FARTHER WEST THAN THE CONCRETE
 SY3085'FOUNDATION.  ALSO, THERE IS AN L IN THE SOUTHWEST CORNER AND THE
 SY3085'LOWER PORTION OF THE SOUTH SIDE OF THE HOUSE.  APPEARS TO BE
 SY3085'FOR A SMALL GARAGE OR STORAGE SPACE.  MARK IS 26.5 FEET
 SY3085'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAIN FOUNDATION,
 SY3085'32.0 FEET WEST OF THE SOUTHWEST CORNER OF THE SMALL GARAGE OR
 SY3085'STORAGE SPACE, 7.4 FEET NORTH OF THE PROJECTED SOUTH SIDE OF
 SY3085'THIS SMALL GARAGE AND 5.2 FEET SOUTH OF THE PROJECTED SOUTH
 SY3085'SIDE OF THE MAIN FOUNDATION WHICH ENCLOSES THE CRAWL SPACE.
 SY3085'
 SY3085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY3085'5 MILES WEST OF TACOMA.
 SY3085
 SY3085                          STATION RECOVERY (1976)
 SY3085
 SY3085'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (DAB)
 SY3085'FAR GOOD
 SY3085'
 SY3085'NEW HOME CONSTRUCTION MAY ENDANGER STATION.  CONTACT OWNER--HAROLD
 SY3085'MARTIN 4206 60TH AVE. CT. WEST TACOMA, WN, 98466
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4878 ***********************************************************************
 SY4878  DESIGNATION -  FAR NEW WHITE HOUSE FLAGPOLE
 SY4878  PID         -  SY4878
 SY4878  STATE/COUNTY-  WA/KING
 SY4878  USGS QUAD   -  EDMONDS EAST (1981)
 SY4878
 SY4878                         *CURRENT SURVEY CONTROL
 SY4878  ___________________________________________________________________
 SY4878* NAD 83(1991)-  47 45 31.92319(N)    122 15 32.21934(W)     ADJUSTED  
 SY4878* NAVD 88     -                                                        
 SY4878  ___________________________________________________________________
 SY4878  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 SY4878  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 SY4878
 SY4878  HORZ ORDER  -  THIRD
 SY4878
 SY4878.The horizontal coordinates were established by classical geodetic methods
 SY4878.and adjusted by the National Geodetic Survey in December 1991..
 SY4878
 SY4878
 SY4878.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4878
 SY4878.The geoid height was determined by GEOID03.
 SY4878
 SY4878;                    North         East     Units Scale Factor Converg.
 SY4878;SPC WA N     -    85,362.170   393,128.249   MT  0.99996178   -1 03 41.0
 SY4878;SPC WA N     -   280,059.05  1,289,788.26   sFT  0.99996178   -1 03 41.0
 SY4878;UTM  10      - 5,289,765.810   555,535.971   MT  0.99963790   +0 32 55.1
 SY4878
 SY4878                          SUPERSEDED SURVEY CONTROL
 SY4878
 SY4878  NAD 83(1986)-  47 45 31.91589(N)    122 15 32.22309(W) AD(       ) 4
 SY4878  NAD 27      -  47 45 32.56000(N)    122 15 27.77000(W) AD(       ) 3
 SY4878
 SY4878.Superseded values are not recommended for survey control.
 SY4878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4878.See file dsdata.txt to determine how the superseded data were derived.
 SY4878
 SY4878_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5553689766(NAD 83)
 SY4878
 SY4878  HISTORY     - Date     Condition        Report By
 SY4878  HISTORY     - 1914     MONUMENTED       CGS
 SY4878  HISTORY     - 1919     SEE DESCRIPTION  CGS
 SY4878  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 SY4878
 SY4878                          STATION DESCRIPTION
 SY4878
 SY4878'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (GTR)
 SY4878'STATION IS THE FLAGPOLE ON A NEW WHITE HOUSE NEAR KENMORE.
 SY4878
 SY4878                          STATION RECOVERY (1919)
 SY4878
 SY4878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY4878'STATION IS LOST.
 SY4878
 SY4878                          STATION RECOVERY (2003)
 SY4878
 SY4878'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 SY4878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1551 ***********************************************************************
 SC1551  DESIGNATION -  FAR RESET
 SC1551  PID         -  SC1551
 SC1551  STATE/COUNTY-  WA/THURSTON
 SC1551  USGS QUAD   -  TENALQUOT PRAIRIE (1990)
 SC1551
 SC1551                         *CURRENT SURVEY CONTROL
 SC1551  ___________________________________________________________________
 SC1551* NAD 83(1991)-  46 59 28.59529(N)    122 41 29.46779(W)     ADJUSTED  
 SC1551* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 SC1551  ___________________________________________________________________
 SC1551  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 SC1551  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 SC1551
 SC1551  HORZ ORDER  -  SECOND
 SC1551
 SC1551.The horizontal coordinates were established by classical geodetic methods
 SC1551.and adjusted by the National Geodetic Survey in December 1991..
 SC1551
 SC1551.The orthometric height was scaled from a topographic map.
 SC1551
 SC1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1551
 SC1551.The geoid height was determined by GEOID03.
 SC1551
 SC1551;                    North         East     Units Scale Factor Converg.
 SC1551;SPC WA S     -   186,599.013   333,326.217   MT  0.99993971   -1 35 30.9
 SC1551;SPC WA S     -   612,200.26  1,093,587.76   sFT  0.99993971   -1 35 30.9
 SC1551;UTM  10      - 5,204,240.871   523,456.268   MT  0.99960676   +0 13 32.1
 SC1551
 SC1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1551!SPC WA S     -   0.99997788  x   0.99993971  =   0.99991759
 SC1551!UTM  10      -   0.99997788  x   0.99960676  =   0.99958465
 SC1551
 SC1551:                Primary Azimuth Mark                     Grid Az
 SC1551:SPC WA S     -  FAR AZ MK                                008 38 36.8
 SC1551:UTM  10      -  FAR AZ MK                                006 49 33.8
 SC1551
 SC1551|---------------------------------------------------------------------|
 SC1551| PID    Reference Object                     Distance      Geod. Az  |
 SC1551|                                                           dddmmss.s |
 SC1551| CE3555 FAR AZ MK                                          0070305.9 |
 SC1551| SY2300 RNG MC CHORD RADIO TCM              APPROX.17.1 KM 0734151.0 |
 SC1551| CE3557 FAR RM 3                              8.319 METERS 08444     |
 SC1551| SC1547 YELM MUNICIPAL TANK                 APPROX. 8.6 KM 1310550.9 |
 SC1551| CE3556 FAR RM 1                              6.721 METERS 15228     |
 SC1551| CE3558 FAR RM 4 AZIMUTH                                   2855036.6 |
 SC1551| SC1550 FARLEY                               15.292 METERS 35226     |
 SC1551|---------------------------------------------------------------------|
 SC1551
 SC1551                          SUPERSEDED SURVEY CONTROL
 SC1551
 SC1551  NAD 83(1986)-  46 59 28.59288(N)    122 41 29.48007(W) AD(       ) 2
 SC1551  NAD 27      -  46 59 29.24600(N)    122 41 25.00700(W) AD(       ) 2
 SC1551
 SC1551.Superseded values are not recommended for survey control.
 SC1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1551.See file dsdata.txt to determine how the superseded data were derived.
 SC1551
 SC1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2345604241(NAD 83)
 SC1551_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SC1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1551
 SC1551  HISTORY     - Date     Condition        Report By
 SC1551  HISTORY     - 1954     MONUMENTED       CGS
 SC1551  HISTORY     - 1958     SEE DESCRIPTION  AMS
 SC1551  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SC1551
 SC1551                          STATION DESCRIPTION
 SC1551
 SC1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SC1551'THE STATION IS ABOUT 11 MILES, AIRLINE, EAST-SOUTHEAST OF OLYMPIA
 SC1551'AND ABOUT 4 MILES NORTHWEST OF YELM, ON A HIGH TIMBER-COVERED HILL
 SC1551'WHICH IS LOCATED IN THE SOUTHWEST AREA OF THE FORT LEWIS MILITARY
 SC1551'RESERVATION.  THE STATION IS ON PROPERTY OF THE
 SC1551'U.S. GOVERNMENT.  THERE IS A STATE FOREST SERVICE LOOKOUT TOWER
 SC1551'NOW UNDER CONSTRUCTION WHICH WILL BE ERECTED OVER STATION
 SC1551'FARLEY (USE).
 SC1551'
 SC1551'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5-I AND
 SC1551'5-H IN THE VILLAGE OF YELM, GO NORTHWEST ON HIGHWAY 5-I FOR 5.1
 SC1551'MILES TO A FORK.  TAKE LEFT FORK, A GRAVEL ROAD, GO 0.2 MILE TO
 SC1551'A CROSS ROAD.  CONTINUE WEST FOR 0.4 MILE TO A SIDE ROAD LEFT, THE
 SC1551'UNION BURN ROAD.  TURN LEFT, GO 0.9 MILE TO THE AZIMUTH MARK ON
 SC1551'LEFT.  CONTINUE SOUTH FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN
 SC1551'LEFT, GO 0.05 MILE TO THE STATION.
 SC1551'
 SC1551'STATION MARKS ARE STANDARD DISKS SET IN CONCRETE, AND STAMPED
 SC1551'FAR 1954.  THE SURFACE STATION MARK IS A 10-INCH BY 10-INCH CONCRETE
 SC1551'POST.  IT IS IN A SMALL CLEARING ABOUT 35 FEET WEST OF THE EAST
 SC1551'EDGE AND 20 FEET NORTH OF SOUTH EDGE OF CLEARING, AND 4 FEET
 SC1551'NORTH OF A STANDARD WITNESS POST.  THE POST PROJECTS 6 INCHES
 SC1551'ABOVE GROUND.  THE UNDERGROUND STATION MARK IS SET IN AN
 SC1551'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE MARK.
 SC1551'
 SC1551'REFERENCE MARK 1, A STANDARD DISK SET IN A 9-INCH BY 9-INCH
 SC1551'CONCRETE POST, AND STAMPED FAR NO 1 1954, IS IN THE SOUTHEAST CORNER
 SC1551'OF CLEARING.  THE POST PROJECTS 4 INCHES ABOVE GROUND.
 SC1551'
 SC1551'REFERENCE MARK 2, IS A U.S. ARMY CORPS OF ENGINEERS MAP CONTROL
 SC1551'STATION DISK.  IT IS A BRONZE DISK, STAMPED FARLEY 1937, AND SET
 SC1551'IN A 16-INCH BY 18-INCH CONCRETE MONUMENT.
 SC1551'
 SC1551'AZIMUTH MARK, A STANDARD DISK SET IN A 10-INCH BY 10-INCH CONCRETE
 SC1551'POST, AND STAMPED FAR 1954, IS 16 FEET EAST OF ROAD WHICH LEADS
 SC1551'TO STATION, 2 FEET SOUTHEAST OF A STANDARD WITNESS POST, AND ABOUT
 SC1551'35 YARDS SOUTH OF A LARGE BOULDER.  THE POST PROJECTS 4 INCHES
 SC1551'ABOVE GROUND.
 SC1551'
 SC1551'NOTE--A 103-FOOT STEEL TOWER WAS USED.
 SC1551
 SC1551                          STATION RECOVERY (1958)
 SC1551
 SC1551'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 SC1551'STATION RECOVERED.  NO DESCRIPTIVE INFORMATION PROVIDED IN THE
 SC1551'DATA FURNISHED.
 SC1551'
 SC1551'THE STATION IS LOCATED WITHIN THE FORT LEWIS MILITARY RESERVATION
 SC1551'TRAINING AREA NEAR THE RANIER FOREST SERVICE LOOKOUT TOWER.
 SC1551'
 SC1551'THE STATION IS 50.125 FEET (SLOPE DISTANCE) FROM STATION FARLEY,
 SC1551'U.S. ARMY, CORPS OF ENGINEERS WHICH IS CENTERED UNDER THE 110 FOOT
 SC1551'HIGH TOWER.
 SC1551
 SC1551                          STATION RECOVERY (1975)
 SC1551
 SC1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 SC1551'FARLEY (USE), WHICH WAS USED FOR A REFERENCE MARK WAS THE ONLY MARK
 SC1551'FOUND AT THE STATION, BUT MEASUREMENTS AND COMPASS AZIMUTH FROM
 SC1551'THIS MARK LOCATED THE SUB-SURFACE STATION MARK.  A NEW SURFACE
 SC1551'STATION MARK, AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 SC1551'POLARIS OBSERVATIONS WERE MADE TO PROVIDE AN AZIMUTH.
 SC1551'
 SC1551'THE STATION IS ABOUT 11 MILES EAST-SOUTHEAST OF OLYMPIA, 4 MILES
 SC1551'NORTHWEST OF YELM, IN THE SOUTHWESTERN PART OF THE FORT LEWIS
 SC1551'MILITARY RESERVATION AND AT THE SITE OF A FOREST SERVICE LOOKOUT
 SC1551'TOWER.
 SC1551'
 SC1551'TO REACH FROM THE INTERSECTION OF CARPENTER ROAD AND PACIFIC
 SC1551'AVE. (WHICH IS 1.6 MILES EAST OF THE INTERSECTION OF SLEATER KINNEY
 SC1551'RD AND PACIFIC AVE. IN LACEY), GO EAST ON PACIFIC AVENUE (STATE
 SC1551'HIGHWAY 510) FOR 1.0 MILE TO A Y, KEEP RIGHT 2.75 MILES TO A Y,
 SC1551'KEEP RIGHT 0.2 MILE, CROSS RAILROAD OVERPASS, CONTINUE 0.2 MILE,
 SC1551'CROSS SECOND OVERPASS, AND CONTINUE ON STATE HIGHWAY 510 TOWARD
 SC1551'YELM FOR 2.8 MILES TO A REVERSE Y, (RIGHT FORK GOES TO
 SC1551'TUMWATER), KEEP LEFT FOR 0.3 MILE TO A GRADED DIRT ROAD ON THE
 SC1551'RIGHT, TURN RIGHT, ENTERING THE POSTED MILITARY RESERVATION,
 SC1551'AND FOLLOW THE GRADED DIRT ROAD IN A SOUTHERLY DIRECTION FOR
 SC1551'1.5 MILES TO A BLAZED, 30-INCH FIR TREE 22 FEET EAST OF THE CENTER
 SC1551'OF THE ROAD AND REFERENCE MARK NO. 4 ON THE RIGHT.
 SC1551'CONTINUE SOUTH 200 FEET TO A SIDE ROAD LEFT, TURN LEFT AND GO
 SC1551'UPHILL ABOUT 400 FEET TO A LOOKOUT TOWER INSIDE AN 8-FOOT HIGH
 SC1551'CHAIN LINK FENCE AND THE STATION.
 SC1551'
 SC1551'THE STATION MARK, STAMPED FAR 1954 1974, IS A STANDARD DISK SET IN
 SC1551'A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 27 FEET WEST
 SC1551'OF THE SOUTHEAST CORNER OF THE CHAIN LINK FENCE, 10.4 FEET SOUTH
 SC1551'OF THE FENCE AND 9.3 FEET SOUTH OF A METAL WITNESS POST.
 SC1551'
 SC1551'FARLEY (USE), IS A CORPS OF ENGINEERS, U.S. ARMY DISK, STAMPED
 SC1551'FARLEY 1937, SET IN AN 18-INCH SQUARE CONCRETE POST ON A 15-FOOT
 SC1551'DIAMETER 3-FOOT HIGH MOUND IN THE CENTER OF THE FENCED AREA, 10
 SC1551'FEET WEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.  THE MARK
 SC1551'PROJECTS 10 INCHES.
 SC1551'
 SC1551'REFERENCE MARK NO. 3, STAMPED FAR NO 3 1954 1974, IS A STANDARD
 SC1551'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SC1551'2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHAIN LINK FENCE
 SC1551'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 SC1551'
 SC1551'REFERENCE MARK NO. 4, STAMPED AZ FAR 1954 NO 4 1974, IS A STANDARD
 SC1551'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 SC1551'215 FEET NORTH OF THE CENTER OF A ROAD INTERSECTION, 60 FEET WEST
 SC1551'OF THE TRIANGLE BLAZE ON THE 30-INCH FIR TREE, 35-1/2 FEET WEST
 SC1551'OF THE CENTER OF THE ROAD, 26 FEET SOUTH OF A TRIANGLE BLAZE ON
 SC1551'THE SOUTH SIDE OF A 12-INCH FIR TREE AND 1.3 FEET EAST OF A
 SC1551'METAL WITNESS POST.
 SC1551'
 SC1551'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC1551'11 MILES EAST-SOUTHEAST OF OLYMPIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1550 ***********************************************************************
 SC1550  DESIGNATION -  FARLEY
 SC1550  PID         -  SC1550
 SC1550  STATE/COUNTY-  WA/THURSTON
 SC1550  USGS QUAD   -  TENALQUOT PRAIRIE (1990)
 SC1550
 SC1550                         *CURRENT SURVEY CONTROL
 SC1550  ___________________________________________________________________
 SC1550* NAD 83(1991)-  46 59 29.08618(N)    122 41 29.56306(W)     ADJUSTED  
 SC1550* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 SC1550  ___________________________________________________________________
 SC1550  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 SC1550  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 SC1550
 SC1550  HORZ ORDER  -  SECOND
 SC1550
 SC1550.The horizontal coordinates were established by classical geodetic methods
 SC1550.and adjusted by the National Geodetic Survey in December 1991..
 SC1550
 SC1550.The orthometric height was scaled from a topographic map.
 SC1550
 SC1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1550
 SC1550.The geoid height was determined by GEOID03.
 SC1550
 SC1550;                    North         East     Units Scale Factor Converg.
 SC1550;SPC WA S     -   186,614.221   333,324.626   MT  0.99993973   -1 35 30.9
 SC1550;SPC WA S     -   612,250.16  1,093,582.54   sFT  0.99993973   -1 35 30.9
 SC1550;UTM  10      - 5,204,256.016   523,454.196   MT  0.99960676   +0 13 32.0
 SC1550
 SC1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1550!SPC WA S     -   0.99997788  x   0.99993973  =   0.99991761
 SC1550!UTM  10      -   0.99997788  x   0.99960676  =   0.99958465
 SC1550
 SC1550                          SUPERSEDED SURVEY CONTROL
 SC1550
 SC1550  NAD 83(1986)-  46 59 29.08377(N)    122 41 29.57536(W) AD(       ) 2
 SC1550  NAD 27      -  46 59 29.73700(N)    122 41 25.10200(W) AD(       ) 2
 SC1550
 SC1550.Superseded values are not recommended for survey control.
 SC1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1550.See file dsdata.txt to determine how the superseded data were derived.
 SC1550
 SC1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2345404256(NAD 83)
 SC1550_MARKER: Z = SEE DESCRIPTION
 SC1550_SETTING: 0 = UNSPECIFIED SETTING
 SC1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1550
 SC1550  HISTORY     - Date     Condition        Report By
 SC1550  HISTORY     - 1954     MONUMENTED       USE
 SC1550
 SC1550                          STATION DESCRIPTION
 SC1550
 SC1550'DESCRIBED BY US ENGINEERS 1954 (RAG)
 SC1550'THE STATION IS ABOUT 11 MILES EAST-SOUTHEAST OF OLYMPIA AND 4 MILES
 SC1550'NORTHWEST OF YELM.  IT IS ON THE SUMMIT OF A TIMBERED RIDGE THAT
 SC1550'LIES IN THE SOUTHWEST PORTION OF THE FORT LEWIS MILITARY
 SC1550'RESERVATION.
 SC1550'
 SC1550'THE STATION MARK IS A U.S. ARMY CORPS OF ENGINEERS MAP CONTROL
 SC1550'STATION DISK SET IN AN 18-INCH BY 16-INCH CONCRETE BLOCK
 SC1550'PROJECTING 7 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED
 SC1550'FARLEY 1937.  IT IS ON A SMALL MOUND IN THE CENTER OF A CLEARED
 SC1550'AREA, 50.18 FEET NORTH OF AND 3 FEET HIGHER THAN TRIANGULATION
 SC1550'STATION FAR 1954.
 SC1550'
 SC1550'A STATE FOREST SERVICE LOOKOUT TOWER WILL SOON BE ERECTED DIRECTLY
 SC1550'OVER THE MAP CONTROL STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0309 ***********************************************************************
 TR0309  DESIGNATION -  FARM
 TR0309  PID         -  TR0309
 TR0309  STATE/COUNTY-  WA/ISLAND
 TR0309  USGS QUAD   -  OAK HARBOR (1973)
 TR0309
 TR0309                         *CURRENT SURVEY CONTROL
 TR0309  ___________________________________________________________________
 TR0309* NAD 83(1991)-  48 21 03.34565(N)    122 38 12.52501(W)     ADJUSTED  
 TR0309* NAVD 88     -         6.223  (meters)      20.42   (feet)  ADJUSTED  
 TR0309  ___________________________________________________________________
 TR0309  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 TR0309  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR0309  DYNAMIC HT  -           6.225 (meters)      20.42  (feet)  COMP
 TR0309  MODELED GRAV-     980,860.9   (mgal)                       NAVD 88
 TR0309
 TR0309  HORZ ORDER  -  SECOND
 TR0309  VERT ORDER  -  FIRST     CLASS II
 TR0309
 TR0309.The horizontal coordinates were established by classical geodetic methods
 TR0309.and adjusted by the National Geodetic Survey in December 1991..
 TR0309
 TR0309.The orthometric height was determined by differential leveling
 TR0309.and adjusted by the National Geodetic Survey in June 1991..
 TR0309
 TR0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0309
 TR0309.The geoid height was determined by GEOID03.
 TR0309
 TR0309.The dynamic height is computed by dividing the NAVD 88
 TR0309.geopotential number by the normal gravity value computed on the
 TR0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0309.degrees latitude (g = 980.6199 gals.).
 TR0309
 TR0309.The modeled gravity was interpolated from observed gravity values.
 TR0309
 TR0309;                    North         East     Units Scale Factor Converg.
 TR0309;SPC WA N     -   151,767.078   366,348.861   MT  0.99995051   -1 20 33.8
 TR0309;SPC WA N     -   497,922.49  1,201,929.55   sFT  0.99995051   -1 20 33.8
 TR0309;UTM  10      - 5,355,369.486   526,907.886   MT  0.99960890   +0 16 17.0
 TR0309
 TR0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0309!SPC WA N     -   1.00000250  x   0.99995051  =   0.99995301
 TR0309!UTM  10      -   1.00000250  x   0.99960890  =   0.99961140
 TR0309
 TR0309|---------------------------------------------------------------------|
 TR0309| PID    Reference Object                     Distance      Geod. Az  |
 TR0309|                                                           dddmmss.s |
 TR0309| CF8700 FARM RM 4                            21.291 METERS 18338     |
 TR0309| CF8698 FARM RM 1                             9.190 METERS 25541     |
 TR0309| TR1316 WHIDBEY IS NAS AULT CONT TWR        APPROX. 2.6 KM 2605820.3 |
 TR0309| CF8699 FARM RM 3                             9.200 METERS 27114     |
 TR0309| TR0310 FARM RM 2                             9.465 METERS 34655     |
 TR0309|---------------------------------------------------------------------|
 TR0309
 TR0309                          SUPERSEDED SURVEY CONTROL
 TR0309
 TR0309  NAD 83(1986)-  48 21 03.34776(N)    122 38 12.52930(W) AD(       ) 2
 TR0309  NAD 27      -  48 21 03.98300(N)    122 38 07.90600(W) AD(       ) 2
 TR0309  NGVD 29 (??/??/92)    5.078  (m)           16.66   (f) ADJ UNCH    1 2
 TR0309
 TR0309.Superseded values are not recommended for survey control.
 TR0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0309.See file dsdata.txt to determine how the superseded data were derived.
 TR0309
 TR0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2690855369(NAD 83)
 TR0309_MARKER: DS = TRIANGULATION STATION DISK
 TR0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0309_STAMPING: FARM 1951
 TR0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0309+STABILITY: SURFACE MOTION
 TR0309
 TR0309  HISTORY     - Date     Condition        Report By
 TR0309  HISTORY     - 1951     MONUMENTED       CGS
 TR0309  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR0309  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR0309  HISTORY     - 1952     GOOD             NGS
 TR0309  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR0309  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0309  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR0309  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TR0309  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TR0309
 TR0309                          STATION DESCRIPTION
 TR0309
 TR0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 TR0309'STATION IS LOCATED NEAR THE NORTHEASTERLY CORNER OF AULT FIELD
 TR0309'OF THE WHIDBEY ISLAND NAVAL AIR STATION ABOUT 440 YARDS SOUTH
 TR0309'OF THE NORTHEASTERN GOVERNMENT PROPERTY CORNER.  IT IS ABOUT 1.0
 TR0309'MILE NORTH OF THE Y INTERSECTION OF TORPEDO ROAD AND THE
 TR0309'NORTH-SOUTH COUNTY ROAD, ABOUT 1000 YARDS EAST OF AULT FIELD
 TR0309'EAST GATE.  STATION IS ON THE EDGE OF A FIELD, ABOUT 42 FT. WEST
 TR0309'OF THE CENTERLINE OF THE COUNTY ROAD, 58 FT. NORTHWEST OF A
 TR0309'TELEPHONE POLE.  STATION AND REFERENCE MARKS ARE STANDARD
 TR0309'DISKS CEMENTED IN DRILL HOLES IN PRECAST CONCRETE MONUMENTS
 TR0309'ABOUT 30 INCHES LONG, WITH A LARGE BELL BOTTOM AND THE UPPER
 TR0309'HALF FORMED INTO AN 8 IN X 8 IN SQUARE.  MARKS PROJECT ABOUT 4
 TR0309'INCHES ABOVE GROUND.  STATION DISK IS STAMPED FARM 1951.
 TR0309'
 TR0309'R.M. NO. 1 IS ABOUT 71 FT. WEST OF THE CENTERLINE OF THE COUNTY
 TR0309'ROAD AND ABOUT 68-1/2 FT. NORTHWEST OF A TELEPHONE POLE.  DISK
 TR0309'IS STAMPED NO. 1, 1951.
 TR0309'
 TR0309'R.M. NO. 2 IS ABOUT 48-1/2 FT. WEST OF THE CENTERLINE OF THE ROAD
 TR0309'AND ABOUT 88-1/2 FT. NW OF A TELEPHONE POLE.  DISK IS STAMPED
 TR0309'NO. 2, 1951.
 TR0309
 TR0309                          STATION RECOVERY (1952)
 TR0309
 TR0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0309'STATION AND R.M. NO. 2 RECOVERED IN GOOD CONDITION.  THE AREA
 TR0309'HAS BEEN GRADED FOR A NEW RUNWAY AND R.M. NO. 1 COULD NOT BE
 TR0309'FOUND.  INSTEAD OF PROJECTING ABOUT 4 INCHES, THE STATION MARK
 TR0309'AND R.M. NO. 2 NOW PROJECTS ABOUT 1 FOOT.  THE TELEPHONE POLES
 TR0309'HAVE BEEN REMOVED.
 TR0309
 TR0309                          STATION RECOVERY (1952)
 TR0309
 TR0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 TR0309'STATION AND REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION AS
 TR0309'DESCRIBED IN LITHOGRAPHED LIST NO. 1065.
 TR0309'
 TR0309'R. M. NO. 1 WAS SEARCHED FOR THOROUGHLY BUT NOT RECOVERED.  RECENT
 TR0309'EXCAVATION IN THE IMMEDIATE AREA PROBABLY DESTROYED THE MARK.
 TR0309
 TR0309                          STATION RECOVERY (1952)
 TR0309
 TR0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0309'5.4 MI N FROM OAK HARBOR.
 TR0309'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0309'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.5 MILE EAST
 TR0309'ALONG TORPEDO ROAD, THENCE 1.0 MILE NORTH ALONG AN ASPHALT COUNTY
 TR0309'ROAD, 0.25 MILE SOUTH OF THE NORTHEAST CORNER OF AULT FIELD, 41.0 FEET
 TR0309'WEST OF THE CENTER LINE OF THE ROAD, 11.5 FEET WEST OF A FENCE AND
 TR0309'AULT FIELD PROPERTY LINE, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET
 TR0309'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND.
 TR0309
 TR0309                          STATION RECOVERY (1954)
 TR0309
 TR0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR0309'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 TR0309'CONDITION.  REFERENCE MARK 1 WAS FOUND TO BE DESTROYED.  A NEW
 TR0309'REFERENCE MARK 3 WAS SET.
 TR0309'
 TR0309'A COMPLETE DESCRIPTION FOLLOWS--
 TR0309'
 TR0309'STATION IS 15 FEET WEST OF THE EASTERN BOUNDARY FENCE LINE OF
 TR0309'THE AULT FIELD OF THE WHIDBEY ISLAND NAVAL AIR STATION, ABOUT
 TR0309'200 YARDS EAST OF THE EAST END OF RUNWAY 8, AND ABOUT 350 YARDS
 TR0309'SOUTH OF THE NORTHEASTERN GOVERNMENT PROPERTY CORNER.
 TR0309'
 TR0309'TO REACH THE STATION FROM THE POST OFFICE IN OAK HARBOR, GO
 TR0309'EAST ON THE MAIN STREET AND ALONG SHORE FOR 0.65 MILE TO A SIDE
 TR0309'ROAD LEFT (JUST BEFORE REACHING ENTRANCE TO U.S. NAVY SEAPLANE
 TR0309'BASE).  TURN LEFT AND GO NORTH ON 70 NE STREET FOR 1.75 MILES TO
 TR0309'A REVERSE Y FORK.  CONTINUE STRAIGHT AHEAD, NORTH, FOR 1.7 MILES
 TR0309'TO JUNCTION WITH STATE HIGHWAY 1-D.  TURN RIGHT ONTO STATE
 TR0309'HIGHWAY 1-D, GO 0.9 MILE TO THE STATION ON THE LEFT.
 TR0309'
 TR0309'STATION MARK, A STANDARD DISK STAMPED FARM 1951, IS CEMENTED IN A
 TR0309'DRILL HOLE IN A PRECAST CONCRETE MONUMENT ABOUT 30 INCHES LONG,
 TR0309'WITH A LARGE BELL BOTTOM AND THE UPPER PART FORMED INTO AN
 TR0309'8- BY 8-INCH SQUARE.  THE MONUMENT PROJECTS 16 INCHES ABOVE
 TR0309'GROUND.  A STANDARD WITNESS POST WAS SET 2 FEET NORTH OF THE
 TR0309'STATION MARK.
 TR0309'
 TR0309'REFERENCE MARK 2, A STANDARD DISK STAMPED NO 2 1951, IS CEMENTED
 TR0309'IN A DRILL HOLE IN A PRECAST CONCRETE MONUMENT ABOUT 30 INCHES
 TR0309'ALONG, WITH A LARGE BELL BOTTOM AND THE UPPER PART FORMED INTO
 TR0309'AN 8- BY 8-INCH SQUARE.  THE MONUMENT PROJECTS 16 INCHES ABOVE
 TR0309'GROUND.
 TR0309'
 TR0309'REFERENCE MARK 3, A STANDARD DISK STAMPED FARM NO 3 1951, IS
 TR0309'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT 3 FEET
 TR0309'NORTH OF THE PROLONGATION LINE OF THE NORTH SIDE OF RUNWAY
 TR0309'8.  THE MONUMENT PROJECTS 12 INCHES ABOVE GROUND.
 TR0309
 TR0309                          STATION RECOVERY (1960)
 TR0309
 TR0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0309'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 TR0309'CONDITION AS DESCRIBED BY R.A.G. IN 1954.  THE DESCRIPTION IS
 TR0309'ADEQUATE WITH THE FOLLOWING CHANGE IN THE DIRECTIONS FOR REACHING
 TR0309'THE STATION--
 TR0309'
 TR0309'FROM THE EAST GATE TO AULT FIELD, GO NORTH ALONG THE COUNTY
 TR0309'ROAD FOR 1 MILE TO THE STATION ON THE LEFT.
 TR0309
 TR0309                          STATION RECOVERY (1973)
 TR0309
 TR0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0309'NEW TO REACH FOLLOWS--
 TR0309'
 TR0309'0.2 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK
 TR0309'HARBOR, THENCE 3.6 MILES NORTH ALONG STATE HIGHWAY 20.  THENCE
 TR0309'1.4 MILES N. AND W. ALONG HOFFMAN RD. TO THE WHIDBEY ISLAND
 TR0309'NAVAL AIR STATION FENCE.  ABOUT 300 FT. N. OF THE GATE IN THE
 TR0309'FENCE.  41.0 FT. WEST OF OLD ROAD AND ABOUT 3 FEET HIGHER.  SET
 TR0309'IN TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT.  (RM 2 HAS
 TR0309'BEEN DESTROYED.)
 TR0309'
 TR0309'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR0309'5.0 MILES NORTH OF OAK HARBOR POST OFFICE.
 TR0309
 TR0309                          STATION RECOVERY (1975)
 TR0309
 TR0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 TR0309'THE STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD
 TR0309'CONDITION.  REFERENCE MARK NO. 2 WAS ALMOST OUT OF THE GROUND
 TR0309'AND TILTED ABOUT 45 DEGREES.  THE DISK WAS REMOVED FROM THE
 TR0309'CONCRETE POST.  REFERENCE MARK NO. 4 WAS ESTABLISHED.
 TR0309'
 TR0309'THE STATION IS ON THE WHIDBEY ISLAND NAVAL AIR STATION, ABOUT
 TR0309'1-1/2 MILES EAST-NORTHEAST OF THE CONTROL TOWER, IN THE VICINITY OF
 TR0309'THE WHEEL-WATCH HARDSTAND AT THE EAST END OF RUNWAY 6-24, ABOUT
 TR0309'200 YARDS EAST OF THE EAST END OF TAXIWAY C AND 75 YARDS NORTH
 TR0309'OF THE CORNER OF THE CHAINLINK FENCE, WHERE THE FENCE TURNS
 TR0309'FROM NORTH TO EAST.
 TR0309'
 TR0309'THE STATION MARK, STAMPED FARM 1951, IS A STANDARD DISK SET IN A
 TR0309'SQUARE CONCRETE POST WHICH PROJECTS 18 INCHES.  IT IS 65 YARDS
 TR0309'SOUTH OF AN ELECTRICAL INSTALLATION WHICH IS ENCLOSED BY A
 TR0309'CHAIN-LINK FENCE, 38 YARDS NORTH-NORTHWEST OF A Y INTERSECTION
 TR0309'OF TWO ROADS, 34 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 TR0309'ROAD AND 34 FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD.
 TR0309'
 TR0309'REFERENCE MARK NO. 3, STAMPED FARM NO 3 1951, IS A STANDARD
 TR0309'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 TR0309'IS 65 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 15
 TR0309'FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD.
 TR0309'
 TR0309'REFERENCE MARK NO. 4, STAMPED FARM 1951 NO 4 1975, IS A
 TR0309'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1
 TR0309'INCH.  IT IS 42.3 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 TR0309'ROAD, 45 FEET EAST OF THE CENTER OF A DOZER CUT WHICH EVIDENTLY
 TR0309'IS USED TO DRIVE DOWN TO THE CREEK BED, AND 9 FEET SOUTHWEST
 TR0309'OF THE CENTER OF THE TRACK ROAD.
 TR0309'
 TR0309'THE STATION IS BEST REACHED FROM INSIDE THE NAVAL AIR
 TR0309'STATION.  CONTACT SECURITY FOR PERMISSION AND DIRECTIONS, OR OBTAIN
 TR0309'A KEY TO THE LOCKED GATE ABOUT 75 YARDS SOUTH OF THE STATION.
 TR0309'
 TR0309'TO REACH THE LOCKED GATE FROM THE POST OFFICE IN OAK HARBOR, GO
 TR0309'EAST OF PIONEER WAY 0.45 MILE, THEN NORTH ON MIDWAY BLVD FOR
 TR0309'1.15 MILES, TURN RIGHT AND FOLLOW STATE HIGHWAY 20 FOR 2.0 MILE,
 TR0309'TURN LEFT ON HOFFMAN ROAD AND GO 0.35 MILE TO THE EAST GATE INTO
 TR0309'AULT FIELD, KEEP RIGHT AND GO NORTH ON HOFFMAN ROAD FOR 0.9 MILE
 TR0309'TO A LOCKED GATE IN A CHAIN-LINK FENCE AND THE STATION, 78
 TR0309'YARDS NORTH OF THE GATE AND 11 YARDS WEST OF THE ROAD.
 TR0309'
 TR0309'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR0309'4 MILES NORTH OF OAK HARBOR.
 TR0309
 TR0309                          STATION RECOVERY (1988)
 TR0309
 TR0309'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2274 ***********************************************************************
 SC2274  DESIGNATION -  FARM
 SC2274  PID         -  SC2274
 SC2274  STATE/COUNTY-  WA/PACIFIC
 SC2274  USGS QUAD   -  CHINOOK (1984)
 SC2274
 SC2274                         *CURRENT SURVEY CONTROL
 SC2274  ___________________________________________________________________
 SC2274* NAD 83(1991)-  46 18 40.97884(N)    123 59 26.38063(W)     ADJUSTED  
 SC2274* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC2274  ___________________________________________________________________
 SC2274  LAPLACE CORR-          14.77  (seconds)                    DEFLEC99
 SC2274  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 SC2274
 SC2274  HORZ ORDER  -  THIRD
 SC2274
 SC2274.The horizontal coordinates were established by classical geodetic methods
 SC2274.and adjusted by the National Geodetic Survey in December 1991..
 SC2274
 SC2274.The orthometric height was scaled from a topographic map.
 SC2274
 SC2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2274
 SC2274.The geoid height was determined by GEOID03.
 SC2274
 SC2274;                    North         East     Units Scale Factor Converg.
 SC2274;SPC WA S     -   114,657.804   231,230.336   MT  0.99992595   -2 32 08.2
 SC2274;SPC WA S     -   376,173.15    758,628.19   sFT  0.99992595   -2 32 08.2
 SC2274;SPC OR N     -   299,716.062 2,231,181.015   MT  1.00009416   -2 28 31.9
 SC2274;SPC OR N     -   983,320.41  7,320,147.69   iFT  1.00009416   -2 28 31.9
 SC2274;UTM  10      - 5,129,122.088   423,722.413   MT  0.99967152   -0 42 59.0
 SC2274
 SC2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2274!SPC WA S     -   1.00000329  x   0.99992595  =   0.99992924
 SC2274!SPC OR N     -   1.00000329  x   1.00009416  =   1.00009745
 SC2274!UTM  10      -   1.00000329  x   0.99967152  =   0.99967481
 SC2274
 SC2274                          SUPERSEDED SURVEY CONTROL
 SC2274
 SC2274  NAD 83(1991)-  46 18 40.97875(N)    123 59 26.38064(W) AD(       ) 3
 SC2274  NAD 83(1986)-  46 18 40.98212(N)    123 59 26.35688(W) AD(       ) 3
 SC2274  NAD 27      -  46 18 41.61975(N)    123 59 21.80455(W) AD(       ) 3
 SC2274
 SC2274.Superseded values are not recommended for survey control.
 SC2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2274.See file dsdata.txt to determine how the superseded data were derived.
 SC2274
 SC2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2372229122(NAD 83)
 SC2274_MARKER: DT = TOPOGRAPHIC STATION DISK
 SC2274_SETTING: 80 = SET IN A BOULDER
 SC2274_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SC2274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2274
 SC2274  HISTORY     - Date     Condition        Report By
 SC2274  HISTORY     - 1958     MONUMENTED       CGS
 SC2274  HISTORY     - 1971     POOR             LOCENG
 SC2274  HISTORY     - 1971     GOOD             NGS
 SC2274
 SC2274                          STATION DESCRIPTION
 SC2274
 SC2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2274'LOCATED ABOUT 2 MILES EAST OF ILWACO, ON THE NORTH SHORE OF BAKER
 SC2274'BAY, AT THE STORM HIGH WATER LINE, 35 FEET SOUTHEAST OF THE JUNCTION
 SC2274'OF THE ROAD LEADING TO THE CECIL TIMMEN FARM AND THE MAIN ROAD,
 SC2274'16 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 2 FEET SOUTH OF
 SC2274'A LINE OF OLD PILING THAT STABILIZES THE SEAWARD SIDE OF THE
 SC2274'ROAD.
 SC2274'
 SC2274'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED FARM 1957 SET
 SC2274'IN THE TOP OF A BOULDER.  THE STATION IS ABOUT 1 FOOT HIGHER THAN
 SC2274'THE ROAD.
 SC2274'
 SC2274'TO REACH FROM FIRST STREET AND SPRUCE STREET (AT THE TRAFFIC
 SC2274'BLINKER LIGHT) IN ILWACO, GO EAST ON U.S. HIGHWAY 101 FOR 2.1 MILES,
 SC2274'TURN RIGHT ON A GRAVEL ROAD, GO 1.5 MILES AND STATION ON THE RIGHT.
 SC2274
 SC2274                          STATION RECOVERY (1971)
 SC2274
 SC2274'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 SC2274'H. J. ASSOC.
 SC2274'
 SC2274'STATION ON 3 FEET ROCK SUBJECT TO TIDAL AND WIND ACTION - POSITION
 SC2274'QUESTIONABLE
 SC2274
 SC2274                          STATION RECOVERY (1971)
 SC2274
 SC2274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SC2274'THE STATION MARK WAS RECOVERED IN APPARENTLY GOOD
 SC2274'CONDITION.  POSITION OF THE MARK WAS PREVIOUSLY REPORTED AS BEING
 SC2274'QUESTIONABLE.  PROPERTY OWNER STATES THE MARK HAS BEEN DISTURBED
 SC2274'BY NATURAL FORCES AND THOSE ATTEMPTING TO RE-POSITION
 SC2274'IT.  SUFFICIENT OBSERVATIONS WERE MADE TO RE-DETERMINE THE
 SC2274'POSITION.
 SC2274'
 SC2274'THE STATION IS 3-1/2 MILES NORTHWEST OF CHINOOK, 2-1/2 MILES
 SC2274'EAST OF ILWACO, 1/2 MILE SOUTHEAST OF ILWACO AIRFIELD, ON THE
 SC2274'NORTHEAST SHORE OF BAKER BAY, IN SECTION 36, TION, R11W, ON
 SC2274'SPRINGTOWN ROAD RIGHT-OF-WAY OR PROPERTY BELONGING TO MR. CECIL
 SC2274'TIMMEN.
 SC2274'
 SC2274'THE STATION MARK IS A USC AND GS TOPOGRAPHIC STATION DISK SET IN
 SC2274'A 3-FOOT DIAMETER BOULDER, ON THE EDGE OF THE ROAD, AT THE HIGH
 SC2274'WATER LINE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  THE MARK IS
 SC2274'30 FEET SOUTHEAST OF THE CENTER OF A GATE ON THE NORTHEAST SIDE
 SC2274'OF THE ROAD, 15 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD
 SC2274'AND INSIDE A LARGE, WHITE TRIANGLE PAINTED ON THE ROCK.
 SC2274'
 SC2274'TO REACH FROM THE POST OFFICE IN CHINOOK, GO NORTHERLY ON
 SC2274'U.S. HIGHWAY 101 FOR 2.4 MILES TO A ROAD LEFT AT THE NORTH END
 SC2274'OF THE BRIDGE OVER THE CHINOOK RIVER, TURN LEFT AND GO WESTERLY
 SC2274'ON SPRINGTOWN ROAD FOR 0.35 MILE TO A GROUP OF FIR TREES ON THE
 SC2274'LEFT AND STATION CHINOOK.  CONTINUE NORTHWEST 0.9 MILE TO A
 SC2274'5-FOOT DIAMETER FIR TREE GROWING ON A BANK, ABOUT 20 FEET
 SC2274'NORTHEAST OF THE CENTER OF THE ROAD.  CONTINUE NORTHEAST 50
 SC2274'YARDS (PACED DISTANCE) TO THE STATION.
 SC2274'
 SC2274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SC2274'2-1/2 MILES EAST OF ILWACO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1121 ***********************************************************************
 SB1121  DESIGNATION -  FARM LABOR CAMP WATER TANK
 SB1121  PID         -  SB1121
 SB1121  STATE/COUNTY-  WA/YAKIMA
 SB1121  USGS QUAD   -  YAKIMA WEST (1985)
 SB1121
 SB1121                         *CURRENT SURVEY CONTROL
 SB1121  ___________________________________________________________________
 SB1121* NAD 83(1991)-  46 33 17.25597(N)    120 31 05.59518(W)     ADJUSTED  
 SB1121* NAVD 88     -                                                        
 SB1121  ___________________________________________________________________
 SB1121  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 SB1121  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 SB1121
 SB1121  HORZ ORDER  -  THIRD
 SB1121
 SB1121.The horizontal coordinates were established by classical geodetic methods
 SB1121.and adjusted by the National Geodetic Survey in December 1991..
 SB1121
 SB1121
 SB1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1121
 SB1121.The geoid height was determined by GEOID03.
 SB1121
 SB1121;                    North         East     Units Scale Factor Converg.
 SB1121;SPC WA S     -   135,765.088   498,602.843   MT  0.99991474   -0 00 47.6
 SB1121;SPC WA S     -   445,422.63  1,635,832.83   sFT  0.99991474   -0 00 47.6
 SB1121;UTM  10      - 5,158,684.066   690,237.058   MT  1.00004486   +1 48 08.6
 SB1121
 SB1121                          SUPERSEDED SURVEY CONTROL
 SB1121
 SB1121  NAD 83(1986)-  46 33 17.26610(N)    120 31 05.58008(W) AD(       ) 4
 SB1121  NAD 27      -  46 33 17.81000(N)    120 31 01.34700(W) AD(       ) 3
 SB1121
 SB1121.Superseded values are not recommended for survey control.
 SB1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1121.See file dsdata.txt to determine how the superseded data were derived.
 SB1121
 SB1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS9023758684(NAD 83)
 SB1121_MARKER: 53 = ELEVATED TANK
 SB1121
 SB1121  HISTORY     - Date     Condition        Report By
 SB1121  HISTORY     - 1941     FIRST OBSERVED   CGS
 SB1121  HISTORY     - 1975     GOOD             NGS
 SB1121
 SB1121                          STATION DESCRIPTION
 SB1121
 SB1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SB1121'THE WATER TANK IS ABOUT 125 FEET HIGH.  THE BODY OF THE TANK IS
 SB1121'PAINTED SILVER AND THE ROOF IS PAINTED RED.  THERE IS A RED LIGHT ON
 SB1121'TOP OF THE TANK AT NIGHT.  IT IS LOCATED ABOUT 2-3/4 MILES SW OF
 SB1121'THE CENTER OF YAKIMA AT THE U.S. DEPARTMENT OF AGRICULTURES FARM
 SB1121'LABOR CAMP ON LOWER AHTANUM ROAD, FROM WHICH IT IS ABOUT 800 FEET
 SB1121'S, AND IS 2.0 MILES W OF U.S. HIGHWAY 97.
 SB1121'
 SB1121'THIS IS AN INTERSECTION STATION.
 SB1121
 SB1121                          STATION RECOVERY (1975)
 SB1121
 SB1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 SB1121'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0310 ***********************************************************************
 TR0310  DESIGNATION -  FARM RM 2
 TR0310  PID         -  TR0310
 TR0310  STATE/COUNTY-  WA/ISLAND
 TR0310  USGS QUAD   -  OAK HARBOR (1973)
 TR0310
 TR0310                         *CURRENT SURVEY CONTROL
 TR0310  ___________________________________________________________________
 TR0310* NAD 83(1986)-  48 21 03.     (N)    122 38 13.     (W)     SCALED    
 TR0310* NAVD 88     -         6.363  (meters)      20.88   (feet)  ADJUSTED  
 TR0310  ___________________________________________________________________
 TR0310  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR0310  DYNAMIC HT  -           6.365 (meters)      20.88  (feet)  COMP
 TR0310  MODELED GRAV-     980,861.0   (mgal)                       NAVD 88
 TR0310
 TR0310  VERT ORDER  -  FIRST     CLASS II
 TR0310
 TR0310.The horizontal coordinates were scaled from a topographic map and have
 TR0310.an estimated accuracy of +/- 6 seconds.
 TR0310
 TR0310.The orthometric height was determined by differential leveling
 TR0310.and adjusted by the National Geodetic Survey in June 1991..
 TR0310
 TR0310.The geoid height was determined by GEOID03.
 TR0310
 TR0310.The dynamic height is computed by dividing the NAVD 88
 TR0310.geopotential number by the normal gravity value computed on the
 TR0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0310.degrees latitude (g = 980.6199 gals.).
 TR0310
 TR0310.The modeled gravity was interpolated from observed gravity values.
 TR0310
 TR0310;                    North         East    Units  Estimated Accuracy
 TR0310;SPC WA N     -   151,760.      366,340.      MT  (+/- 180 meters Scaled)
 TR0310
 TR0310                          SUPERSEDED SURVEY CONTROL
 TR0310
 TR0310  NGVD 29 (??/??/92)    5.218  (m)           17.12   (f) ADJ UNCH    1 2
 TR0310
 TR0310.Superseded values are not recommended for survey control.
 TR0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0310.See file dsdata.txt to determine how the superseded data were derived.
 TR0310
 TR0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU268553(NAD 83)
 TR0310_MARKER: DR = REFERENCE MARK DISK
 TR0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0310_STAMPING: NO 2 1951
 TR0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0310+STABILITY: SURFACE MOTION
 TR0310
 TR0310  HISTORY     - Date     Condition        Report By
 TR0310  HISTORY     - 1951     MONUMENTED       CGS
 TR0310  HISTORY     - 1952     GOOD             NGS
 TR0310
 TR0310                          STATION DESCRIPTION
 TR0310
 TR0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0310'5.4 MI N FROM OAK HARBOR.
 TR0310'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0310'THENCE 3.5 MILES NORTH ALONG STAT HIGHWAY 1D, THENCE 0.5 MILE EAST
 TR0310'ALONG TORPEDO ROAD, THENCE 1.0 MILE NORTH ALONG AN ASPHALT COUNTY
 TR0310'ROAD, 0.25 MILE SOUTH OF THE NORTHEAST CORNER OF AULT FIELD, 48.6 FEET
 TR0310'WEST OF THE CENTER LINE OF THE ROAD, 30.9 FEET NORTHWEST OF
 TR0310'TRIANGULATION STATION FARM, 19.0 FEET WEST OF THE FENCE AND AULT FIELD
 TR0310'PROPERTY LINE, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP
 TR0310'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0858 ***********************************************************************
 SW0858  CBN         -  This is a Cooperative Base Network Control Station.
 SW0858  DESIGNATION -  FARMER
 SW0858  PID         -  SW0858
 SW0858  STATE/COUNTY-  WA/DOUGLAS
 SW0858  USGS QUAD   -  WITHROW (1968)
 SW0858
 SW0858                         *CURRENT SURVEY CONTROL
 SW0858  ___________________________________________________________________
 SW0858* NAD 83(1998)-  47 37 48.27795(N)    119 46 12.82285(W)     ADJUSTED  
 SW0858* NAVD 88     -       792.229  (meters)    2599.17   (feet)  ADJUSTED  
 SW0858  ___________________________________________________________________
 SW0858  X           -  -2,138,383.256 (meters)                     COMP
 SW0858  Y           -  -3,738,330.519 (meters)                     COMP
 SW0858  Z           -   4,689,827.109 (meters)                     COMP
 SW0858  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 SW0858  ELLIP HEIGHT-         772.78  (meters)          (07/03/01) GPS OBS
 SW0858  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 SW0858  DYNAMIC HT  -         792.253 (meters)    2599.25  (feet)  COMP
 SW0858  MODELED GRAV-     980,616.3   (mgal)                       NAVD 88
 SW0858
 SW0858  HORZ ORDER  -  B
 SW0858  VERT ORDER  -  SECOND    CLASS 0
 SW0858  ELLP ORDER  -  FIFTH     CLASS I
 SW0858
 SW0858.The horizontal coordinates were established by GPS observations
 SW0858.and adjusted by the National Geodetic Survey in July 2001..
 SW0858.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SW0858.DATUM ITEM on the data sheet items page.
 SW0858
 SW0858.The orthometric height was determined by differential leveling
 SW0858.and adjusted by the National Geodetic Survey in June 1991..
 SW0858
 SW0858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SW0858
 SW0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0858
 SW0858.The ellipsoidal height was determined by GPS observations
 SW0858.and is referenced to NAD 83.
 SW0858
 SW0858.The geoid height was determined by GEOID03.
 SW0858
 SW0858.The dynamic height is computed by dividing the NAVD 88
 SW0858.geopotential number by the normal gravity value computed on the
 SW0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0858.degrees latitude (g = 980.6199 gals.).
 SW0858
 SW0858.The modeled gravity was interpolated from observed gravity values.
 SW0858
 SW0858;                    North         East     Units Scale Factor Converg.
 SW0858;SPC WA N     -    70,605.069   579,895.780   MT  0.99997828   +0 47 29.4
 SW0858;SPC WA N     -   231,643.46  1,902,541.40   sFT  0.99997828   +0 47 29.4
 SW0858;UTM  11      - 5,278,904.565   291,887.801   MT  1.00013226   -2 02 50.6
 SW0858
 SW0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0858!SPC WA N     -   0.99987889  x   0.99997828  =   0.99985717
 SW0858!UTM  11      -   0.99987889  x   1.00013226  =   1.00001113
 SW0858
 SW0858|---------------------------------------------------------------------|
 SW0858| PID    Reference Object                     Distance      Geod. Az  |
 SW0858|                                                           dddmmss.s |
 SW0858| SW0859 FARMER RM 1                          16.289 METERS 00210     |
 SW0858| SW0856 FARMER AZ                                          1801549.1 |
 SW0858| SW1067 FARMER AZ MK 2                      APPROX. 1.9 KM 1803049.0 |
 SW0858| SW1078 FARMER RM 3                          16.904 METERS 21001     |
 SW0858| SW0857 FARMER RM 2                          16.810 METERS 21020     |
 SW0858|---------------------------------------------------------------------|
 SW0858
 SW0858                          SUPERSEDED SURVEY CONTROL
 SW0858
 SW0858  NAD 83(1991)-  47 37 48.27673(N)    119 46 12.82278(W) AD(       ) B
 SW0858  ELLIP H (05/29/91)  772.90   (m)                       GP(       ) 4 1
 SW0858  NAD 83(1986)-  47 37 48.28335(N)    119 46 12.80775(W) AD(       ) 2
 SW0858  NAD 27      -  47 37 48.78400(N)    119 46 08.63400(W) AD(       ) 2
 SW0858  NAVD 88 (01/21/94)  792.23   (m)         2599.2    (f) LEVELING    3  
 SW0858  NGVD 29 (??/??/92)  791.045  (m)         2595.29   (f) ADJ UNCH    2 0
 SW0858
 SW0858.Superseded values are not recommended for survey control.
 SW0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0858.See file dsdata.txt to determine how the superseded data were derived.
 SW0858
 SW0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9188878905(NAD 83)
 SW0858_MARKER: DS = TRIANGULATION STATION DISK
 SW0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0858_SP_SET: CONCRETE POST
 SW0858_STAMPING: FARMER 1940
 SW0858_MARK LOGO: CGS   
 SW0858_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SW0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SW0858+STABILITY: POSITION/ELEVATION WELL
 SW0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW0858+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1993
 SW0858
 SW0858  HISTORY     - Date     Condition        Report By
 SW0858  HISTORY     - 1940     MONUMENTED       CGS
 SW0858  HISTORY     - UNK      GOOD
 SW0858  HISTORY     - 1948     GOOD             CGS
 SW0858  HISTORY     - 1959     GOOD             NGS
 SW0858  HISTORY     - 1963     GOOD             USGS
 SW0858  HISTORY     - 1966     GOOD             CGS
 SW0858  HISTORY     - 1979     GOOD             NGS
 SW0858  HISTORY     - 1979     GOOD             NGS
 SW0858  HISTORY     - 1986     GOOD             NGS
 SW0858  HISTORY     - 19890516 GOOD             NGS
 SW0858  HISTORY     - 19910130 GOOD
 SW0858  HISTORY     - 19930531 GOOD             DCPW
 SW0858
 SW0858                          STATION DESCRIPTION
 SW0858
 SW0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SW0858'STATION IS LOCATED ABOUT 3 MILES ENE OF THE FARMER STORE AND POST
 SW0858'OFFICE, 1 MILE N OF U.S. HIGHWAY 10, BETWEEN TWO CULTIVATED FIELDS
 SW0858'ABOUT 0.5 MILE NW OF THE HIGHEST POINT IN THE VICINITY.
 SW0858'
 SW0858'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SW0858'BRONZE DISKS SET IN CONCRETE.
 SW0858'
 SW0858'SURFACE MARK, STAMPED FARMER 1940 PROJECTS ABOUT 6 INCHES ABOVE THE
 SW0858'GROUND.  IT IS 11.6 FEET E OF THE CENTER LINE OF TRACK ROAD AND 4.2
 SW0858'FEET W OF FENCE.
 SW0858'
 SW0858'REFERENCE MARK NO. 1, STAMPED FARMER NO.1 1940, PROJECTS ABOUT 6
 SW0858'INCHES ABOVE THE GROUND, AT ABOUT THE SAME ELEVATION AS THE
 SW0858'STATION.  IT IS 2 FEET W OF FENCE AND 13.4 FEET E OF THE CENTER
 SW0858'LINE OF DIRT ROAD.
 SW0858'
 SW0858'REFERENCE MARK NO.2, STAMPED FARMER NO.2 1940, PROJECTS ABOUT 6
 SW0858'INCHES ABOVE THE GROUND AT ABOUT THE SAME ELEVATION AS THE
 SW0858'STATION.  IT IS 2.4 FEET N OF A WHITE REFERENCE POST, 16.3 FEET W
 SW0858'OF THE CENTER LINE OF DIRT ROAD IN THE E EDGE OF A CULTIVATED
 SW0858'FIELD.
 SW0858'
 SW0858'AZIMUTH MARK, STAMPED FARMER 1940, PROJECTS ABOUT 6 INCHES ABOVE THE
 SW0858'GROUND.
 SW0858'
 SW0858'IT IS 3.5 FEET E OF A WHITE REFERENCE POST, 60.5 FEET S OF THE CENTER
 SW0858'LINE OF U.S. HIGHWAY 10, AND 1 FOOT N OF FENCE.  TO REACH FROM
 SW0858'STATION, GO S ON DIRT ROAD 1.1 MILES TO AZIMUTH ON THE S SIDE OF
 SW0858'U.S. HIGHWAY 10.
 SW0858'
 SW0858'TO REACH FROM THE FARMER POST OFFICE, GO E ON U.S. HIGHWAY 10, 2
 SW0858'MILES TO A DIRT ROAD ON THE LEFT (N).  TURN LEFT (N) ON DIRT ROAD AND
 SW0858'GO 1.1 MILES TO STATION ON THE RIGHT (E) SIDE OF ROAD.
 SW0858'
 SW0858'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 SW0858
 SW0858                          STATION RECOVERY (UNK )
 SW0858
 SW0858'RECOVERED UNK
 SW0858'RECOVERED IN GOOD CONDITION.
 SW0858
 SW0858                          STATION RECOVERY (1948)
 SW0858
 SW0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SW0858'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 SW0858'CONDITION.  U.S. HIGHWAY 10 HAS BEEN CHANGED TO U.S. HIGHWAY 2
 SW0858'SINCE THE STATION WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 SW0858'
 SW0858'THE STATION IS ABOUT 3 MILES EAST NORTHEAST OF THE FARMER STORE AND
 SW0858'POST OFFICE, 1 MILE NORTH OF U.S. HIGHWAY 2, BETWEEN TWO CULTIVATED
 SW0858'FIELDS AND ABOUT 0.5 MILE NORTHEAST OF THE HIGHEST POINT IN THE
 SW0858'VINICITY.
 SW0858'
 SW0858'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SW0858'DISKS SET IN CONCRETE.
 SW0858'
 SW0858'THE STATION MARK, STAMPED FARMER 1940, PROJECTS ABOUT 6 INCHES ABOVE
 SW0858'THE GROUND.  IT IS 11.6 FEET EAST OF THE CENTERLINE OF A TRACK ROAD,
 SW0858'4.2 FEET WEST OF A FENCELINE AND 6 FEET NORTH OF A WITNESS POST.
 SW0858'
 SW0858'REFERENCE MARK NUMBER 1, STAMPED FARMER NO 1 1940, PROJECTS 4
 SW0858'INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION AS THE STATION.  IT
 SW0858'IS 11.1 FEET EAST OF THE CENTERLINE OF A TRACK ROAD AND 1.9 FEET
 SW0858'WEST OF A FENCELINE.
 SW0858'
 SW0858'REFERENCE MARK NUMBER 2, STAMPED FARMER NO 2 1940, PROJECTS 6
 SW0858'INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION AS THE STATION.  IT
 SW0858'IS 16.3 FEET WEST OF THE CENTERLINE OF A TRACK ROAD AND IN THE
 SW0858'EAST EDGE OF A CULTIVATED FIELD.
 SW0858'
 SW0858'THE AZIMUTH MARK, STAMPED FARMER 1940, PROJECTS 6 INCHES ABOVE THE
 SW0858'GROUND.  IT IS 60.5 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 SW0858'2, 3.5 FEET EAST OF WITNESS POST AND 1.0 FOOT NORTH OF FENCELINE.
 SW0858'TO REACH FROM THE STATION, GO SOUTH ON TRACK ROAD FOR 1.1 MILES TO
 SW0858'AZIMUTH MARK ON THE SOUTH SIDE OF U.S. HIGHWAY 2, 3.5 FEET EAST OF
 SW0858'WITNESS POST AND 1.0 FOOT NORTH OF FENCELINE.  TO REACH FROM THE
 SW0858'STATION, GO SOUTH ON TRACK ROAD FOR 1.1 MILES TO AZIMUTH MARK ON
 SW0858'THE SOUTH SIDE OF U.S. HIGHWAY 2.
 SW0858'
 SW0858'TO REACH THE STATION FROM THE U.S. POST OFFICE AND STORE IN
 SW0858'FARMER, GO EAST ON U.S. HIGHWAY 2 FOR 2.0 MILES TO A TRACK ROAD ON
 SW0858'THE LEFT.  TURN LEFT, NORTH, ON TRACK ROAD AND GO 1.1 MILES TO THE
 SW0858'STATION ON THE RIGHT.
 SW0858'
 SW0858'NOTE--ERROR IN DIRECTION TO R.M. 2 WAS NOTED IN THE FIELD AND
 SW0858'CHECKED.
 SW0858
 SW0858                          STATION RECOVERY (1959)
 SW0858
 SW0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SW0858'3.25 MI NE FROM FARMER.
 SW0858'2.05 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AND STORE AT
 SW0858'FARMER, THENCE 1.2 MILES NORTH ALONG A TRACK ROAD, ON THE SUMMIT OF A
 SW0858'SMALL GRADE, BETWEEN TWO CULTIVATED FIELDS, 11 1/2 FEET EAST OF THE
 SW0858'CENTER LINE OF THE ROAD, 54.05 FEET SOUTH OF REFERENCE MARK FARMER NO.
 SW0858'1, 3.2 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 SW0858'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SW0858
 SW0858                          STATION RECOVERY (1963)
 SW0858
 SW0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 SW0858'RECOVERED IN GOOD CONDITION.
 SW0858
 SW0858                          STATION RECOVERY (1966)
 SW0858
 SW0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SW0858'THE STATION IS 11 MILES EAST OF DOUGLAS, 5-1/2 MILES
 SW0858'SOUTH-SOUTHEAST OF WITHROW, 2-1/2 MILES EAST-NORTHEAST OF THE FARMER
 SW0858'STORE AND POST OFFICE, 1.2 MILES NORTH OF U.S. HIGHWAY 2 AND 0.2
 SW0858'MILE NORTH OF THE SOUTHWEST CORNER OF SECTION 25, T 25N, R 24E.
 SW0858'
 SW0858'THE STATION MARK, STAMPED FARMER 1940, IS A STANDARD DISK SET IN A
 SW0858'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 12 FEET EAST
 SW0858'OF THE CENTER OF THE TRACK ROAD, 6 FEET NORTH OF A WOODEN WITNESS
 SW0858'POST AND 3 FEET EAST OF A METAL WITNESS POST.
 SW0858'
 SW0858'REFERENCE MARK NO. 1, STAMPED FARMER NO 1 1940, IS A STANDARD DISK
 SW0858'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 13 FEET
 SW0858'EAST OF THE CENTER OF THE TRACK ROAD AND 18 INCHES EAST OF A METAL
 SW0858'WITNESS POST.
 SW0858'
 SW0858'REFERENCE MARK NO. 2, STAMPED FARMER NO 2 1940, IS A STANDARD DISK
 SW0858'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 16
 SW0858'FEET WEST OF THE CENTER OF THE TRACK ROAD AND 2 FEET WEST OF A
 SW0858'METAL WITNESS POST.  THE SOUTHEAST CORNER OF THE MONUMENT IS BROKEN
 SW0858'OFF, BUT THE MARK IS STILL IN GOOD CONDITION.
 SW0858'
 SW0858'THE AZIMUTH MARK, STAMPED FARMER 1940, IS A STANDARD DISK SET IN A
 SW0858'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 59.7 FEET SOUTH
 SW0858'OF THE CENTERLINE OF U.S. HIGHWAY 2, AND ON THE PROJECTED CENTERLINE
 SW0858'OF THE ROAD RUNNING NORTH FROM HIGHWAY 2 TO THE STATION, AND 2 FEET
 SW0858'SOUTH OF A METAL WITNESS POST.
 SW0858'
 SW0858'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 172 AT
 SW0858'FARMER, GO EAST ON U.S. HIGHWAY 2 FOR 2.0 MILES TO A SIDE ROAD
 SW0858'LEFT, AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND GO NORTH 1.2
 SW0858'MILES TO A SMALL UNCULTIVATED PATCH BESIDE THE ROAD ON THE RIGHT
 SW0858'AND THE STATION.  THE 12-FOOT WOODEN STAND IS STILL STANDING OVER
 SW0858'THE STATION MARK.
 SW0858
 SW0858                          STATION RECOVERY (1979)
 SW0858
 SW0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SW0858'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 SW0858'RECOVERED IN APPARENTLY GOOD CONDITION.  THE AZIMUTH MARK WAS
 SW0858'DESTROYED AT THE REQUEST OF THE LANDOWNER AND A NEW AZIMUTH MARK
 SW0858'WAS ESTABLISHED.  THE ANGLE TO RM1 COMPARED FAVORABLY WITH THE 1940
 SW0858'DATA BUT A SHORTER DISTANCE OF 00.29 METER WAS MEASURED AT THIS
 SW0858'TIME.  AFTER CHECKING THE ANGLE TO RM 2 FROM THE AZIMUTH IT IS GREATER
 SW0858'BY 29 DEGREES AND 42 MINUTES, ALSO THE DISTANCE WAS GREATER BY 0.094
 SW0858'METER.  FOR THIS REASON THE STAMPING WAS CHANGED TO READ FARMER 1940
 SW0858'NO 3 1979.  A NEW DESCRIPTION FOLLOWS
 SW0858'
 SW0858'THE STATION IS LOCATED ABOUT 11 MILES EAST OF DOUGLAS, 5.5 MILES
 SW0858'SOUTHEAST OF WITHROW, 1.2 MILES NORTH OF U.S. HIGHWAY 2 AND ON THE
 SW0858'EAST SIDE OF A ST NW AND IN SEC 25, T2SN, R24E.
 SW0858'
 SW0858'TO REACH THE STATION FROM FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 SW0858'STATE HIGHWAY 172 AT THE ABANDON STORE IN FARMER GO EAST ON U.S.
 SW0858'HIGHWAY 2 FOR 2.0 MILES TO A SIDEROAD LEFT (A ST NW), AND THE AZIMUTH
 SW0858'MARK ON THE LEFT.  TURN LEFT AND GO NORTH ON A ST NW FOR 10.2 MILES
 SW0858'TO THE MARK ON THE RIGHT IN AN UNCULTIVATED PATCH AT THE TOP OF THE
 SW0858'HILL.
 SW0858'
 SW0858'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SW0858'STAMPED---FARMER 1940---SET INTO THE TOP OF A SQUARE CONCRETE
 SW0858'MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 2.7
 SW0858'METERS (9 FEET) E FROM THE CENTER OF THE FIELD ROAD AND 0.9 METER (3
 SW0858'FEET) E FROM A METAL WITNESS POST.
 SW0858'
 SW0858'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SW0858'NOS) DISK STAMPED---FARMER NO 1 1940---SET INTO THE TOP OF A SQUARE
 SW0858'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE RECESSED 5 CM (2 INCHES)
 SW0858'BELOW THE GROUND LOCATED 2.7 METERS (9 FEET) E FROM THE CENTER OF THE
 SW0858'FIELD ROAD AND 0.6 METER (2 FEET) E FROM A METAL WITNESS POST.
 SW0858'
 SW0858'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SW0858'NOS) DISK STAMPED---FARMER NO 3 1940 1979---SET INTO THE TOP OF A
 SW0858'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE
 SW0858'GROUND LOCATED 4.6 METERS (15 FEET) W FROM THE CENTER OF THE FIELD
 SW0858'ROAD AND 0.9 METER (3 FEET) W FROM A METAL WITNESS POST.
 SW0858'
 SW0858'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SW0858'STAMPED---FARMER 1940 1979---SET INTO THE TOP OF A ROUND CONCRETE
 SW0858'MONUMENT 25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 SW0858'12.8 METERS (42 FEET) N FROM THE CENTERLINE OF U.S. HIGHWAY 2, 7.9
 SW0858'METERS (26 FEET) W FROM THE CENTER OF A ST NW, 0.76 METER (2.5 FEET)
 SW0858'E FROM POWERPOLE IH BB29 L14, AND 0.46 METER (1.5 FEET) N FROM A
 SW0858'METAL WITNESS POST.
 SW0858'
 SW0858'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE FIELD ROAD
 SW0858'FOR 1.2 MILES TO THE MARK ON THE RIGHT.
 SW0858
 SW0858                          STATION RECOVERY (1979)
 SW0858
 SW0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SW0858'2 MILES EAST ALONG US HIGHWAY 2 FROM THE INTERSECTION OF STATE HIGH-
 SW0858'WAY 172 IN FARMER TO "A" ST. NW, THENCE 1.2 MILES NORTH ALONG "A" ST.
 SW0858'NW TO THE TOP OF THE HILL, 9 FEET EAST OF THE CENTER OF THE ROAD.
 SW0858
 SW0858                          STATION RECOVERY (1986)
 SW0858
 SW0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 SW0858'THE STATION WAS RECOVERED AT THIS DATE.
 SW0858'REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK 2 WERE RECOVERED IN
 SW0858'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS-  THE MARKS ARE ALL BENCH
 SW0858'MARKS.
 SW0858'
 SW0858'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) EAST OF DOUGLAS, 8.8 KM
 SW0858'(5.5 MI) SOUTHEAST OF WITHROW, 1.6 KM (1 MI) NORTH OF US HIGHWAY 2
 SW0858'IN THE SW 1/4 OF SEC 25 T25N R 24E AND ON COUNTY ROAD RIGHT-OF-WAY.
 SW0858'
 SW0858'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE VILLAGE OF
 SW0858'DOUGLAS GO EASTERLY ON US HIGHWAY 2 FOR 15.45 KM (9.6 MI) TO THE
 SW0858'JUNCTION OF STATE HIGHWAY 172 ON THE LEFT.  CONTINUE EASTERLY ON
 SW0858'US HIGHWAY 2 FOR 3.22 KM (2.0 MI) TO A SIDE ROAD LEFT AND THE
 SW0858'AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO NORTH ON A-NW FOR
 SW0858'1.93 KM (1.2 MI) TO THE TOP OF THE HILL AND THE STATION ON THE
 SW0858'RIGHT.
 SW0858'
 SW0858'THE STATION MARK IS A STANDARD C+GS DISK STAMPED---FARMER 1940---SET
 SW0858'IN THE TOP OF A 30 CM (12 INCH) SQUARE CONCRETE MONUMENT THAT IS
 SW0858'FLUSH WITH THE GROUND SURFACE.  IT IS 2.7 M (8.9 FT) EAST OF THE
 SW0858'CENTER OF THE SECTION LINE FIELD ROAD AND 0.9 M (3 FT) EAST OF A
 SW0858'WITNESS POST.
 SW0858'
 SW0858'REFERENCE MARK 1 IS A STANDARD C+GS DISK STAMPED---
 SW0858'---FARMER NO 1 1940---SET IN THE TOP OF A 30 CM (12 INCH) SQUARTE
 SW0858'CONCRETE MONUMENT THAT IS RECESSED 5 CM (2 INCHES) BELOW THE GROUND
 SW0858'SURFACE.  IT IS 2.7 M (9 FT) EAST OF THE CENTER OF THE SECTION LINE
 SW0858'ROAD AND 0.6 M (2 FT) EAST OF A WITNESS POST.
 SW0858'
 SW0858'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 SW0858'STAMPED---FARMER 1940 NO 3 1979---,
 SW0858'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 SW0858'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 SW0858'4.6 METERS (15 FT) WEST FROM THE CENTER OF THE SECTION LINE ROAD
 SW0858'0.9 METERS (3 FT) WEST FROM THE WITNESS POST.
 SW0858'MARK IS .3 METERS BELOW THE STATION.
 SW0858'
 SW0858'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 SW0858'
 SW0858'DESCRIBED BY DA WEGENAST.
 SW0858
 SW0858                          STATION RECOVERY (1989)
 SW0858
 SW0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SW0858'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) EAST OF DOUGLAS, 8.8 KM
 SW0858'(5.5 MI) SOUTHEAST OF WITHROW, 1.6 KM (1.0 MI) NORTH OF US HIGHWAY 2,
 SW0858'ON COUNTY ROAD A-NW RIGHT-OF-WAY IN SECTION 25, T25N, R24E.
 SW0858'TO REACH FROM THE JUNCTION OF US HIGHWAY 2 AND STATE ROUTE 172, EAST
 SW0858'OF DOUGLAS, GO EAST ON US HIGHWAY 2 FOR 3.2 KM (2.0 MI) TO A SIDE
 SW0858'ROAD LEFT.  TURN LEFT AND GO NORTH ON COUNTY ROAD A-NW FOR 1.92 KM
 SW0858'(1.19 MI) TO THE TOP OF THE HILL AND THE STATION.
 SW0858'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SW0858'WITH THE GROUND SURFACE.  IT IS 3 M (9.8 FT) EAST OF THE CENTER OF
 SW0858'THE SECTION LINE ROAD AND 1 M (3.3 FT) EAST OF A WITNESS POST.
 SW0858
 SW0858                          STATION RECOVERY (1991)
 SW0858
 SW0858'RECOVERED 1991
 SW0858'RECOVERED IN GOOD CONDITION.
 SW0858
 SW0858                          STATION RECOVERY (1993)
 SW0858
 SW0858'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 1993
 SW0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0856 ***********************************************************************
 SW0856  DESIGNATION -  FARMER AZ
 SW0856  PID         -  SW0856
 SW0856  STATE/COUNTY-  WA/DOUGLAS
 SW0856  USGS QUAD   -  FARMER (1968)
 SW0856
 SW0856                         *CURRENT SURVEY CONTROL
 SW0856  ___________________________________________________________________
 SW0856* NAD 83(1986)-  47 36 32.     (N)    119 46 08.     (W)     SCALED    
 SW0856* NAVD 88     -       763.227  (meters)    2504.02   (feet)  ADJUSTED  
 SW0856  ___________________________________________________________________
 SW0856  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 SW0856  DYNAMIC HT  -         763.251 (meters)    2504.10  (feet)  COMP
 SW0856  MODELED GRAV-     980,617.5   (mgal)                       NAVD 88
 SW0856
 SW0856  VERT ORDER  -  SECOND    CLASS 0
 SW0856
 SW0856.The horizontal coordinates were scaled from a topographic map and have
 SW0856.an estimated accuracy of +/- 6 seconds.
 SW0856
 SW0856.The orthometric height was determined by differential leveling
 SW0856.and adjusted by the National Geodetic Survey in June 1991..
 SW0856
 SW0856.The geoid height was determined by GEOID03.
 SW0856
 SW0856.The dynamic height is computed by dividing the NAVD 88
 SW0856.geopotential number by the normal gravity value computed on the
 SW0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0856.degrees latitude (g = 980.6199 gals.).
 SW0856
 SW0856.The modeled gravity was interpolated from observed gravity values.
 SW0856
 SW0856;                    North         East    Units  Estimated Accuracy
 SW0856;SPC WA N     -    68,250.      580,030.      MT  (+/- 180 meters Scaled)
 SW0856
 SW0856                          SUPERSEDED SURVEY CONTROL
 SW0856
 SW0856  NGVD 29 (??/??/92)  762.043  (m)         2500.14   (f) ADJ UNCH    2 0
 SW0856
 SW0856.Superseded values are not recommended for survey control.
 SW0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0856.See file dsdata.txt to determine how the superseded data were derived.
 SW0856
 SW0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN919765(NAD 83)
 SW0856_MARKER: DZ = AZIMUTH MARK DISK
 SW0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0856_STAMPING: FARMER 1940
 SW0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0856+STABILITY: SURFACE MOTION
 SW0856
 SW0856  HISTORY     - Date     Condition        Report By
 SW0856  HISTORY     - 1940     MONUMENTED       CGS
 SW0856  HISTORY     - 1959     GOOD             NGS
 SW0856
 SW0856                          STATION DESCRIPTION
 SW0856
 SW0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SW0856'2.05 MI E FROM FARMER.
 SW0856'2.05 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AND STORE AT
 SW0856'FARMER, AT THE OFF-SET INTERSECTION OF A GRAVEL ROAD SOUTH AND A TRACK
 SW0856'ROAD NORTH, IN LINE WITH THE EXTENDED CENTER LINE OF THE TRACK ROAD,
 SW0856'59 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 127 FEET WEST OF
 SW0856'THE CENTER LINE OF THE ROAD SOUTH, 1.0 FOOT SOUTH OF A WITNESS POST,
 SW0856'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SW0856'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1067 ***********************************************************************
 SW1067  DESIGNATION -  FARMER AZ MK 2
 SW1067  PID         -  SW1067
 SW1067  STATE/COUNTY-  WA/DOUGLAS
 SW1067  USGS QUAD   -  FARMER (1968)
 SW1067
 SW1067                         *CURRENT SURVEY CONTROL
 SW1067  ___________________________________________________________________
 SW1067* NAD 83(1991)-  47 36 45.89587(N)    119 46 13.65013(W)     ADJUSTED  
 SW1067* NAVD 88     -       762.39   (meters)    2501.3    (feet)  RESET     
 SW1067  ___________________________________________________________________
 SW1067  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 SW1067  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 SW1067
 SW1067  HORZ ORDER  -  THIRD
 SW1067  VERT ORDER  -  THIRD
 SW1067
 SW1067.The horizontal coordinates were established by classical geodetic methods
 SW1067.and adjusted by the National Geodetic Survey in December 1991..
 SW1067.No horizontal observational check was made to the station.
 SW1067
 SW1067.The orthometric height was computed from unverified reset data.
 SW1067.No vertical observational check was made to the station.
 SW1067
 SW1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1067
 SW1067.The geoid height was determined by GEOID03.
 SW1067
 SW1067;                    North         East     Units Scale Factor Converg.
 SW1067;SPC WA N     -    68,678.435   579,905.119   MT  0.99998088   +0 47 28.8
 SW1067;SPC WA N     -   225,322.50  1,902,572.04   sFT  0.99998088   +0 47 28.8
 SW1067;UTM  11      - 5,276,979.539   291,801.703   MT  1.00013270   -2 02 49.2
 SW1067
 SW1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1067!SPC WA N     -   0.99988357  x   0.99998088  =   0.99986445
 SW1067!UTM  11      -   0.99988357  x   1.00013270  =   1.00001625
 SW1067
 SW1067:                Primary Azimuth Mark                     Grid Az
 SW1067:SPC WA N     -  FARMER                                   359 43 19.6
 SW1067:UTM  11      -  FARMER                                   002 33 37.6
 SW1067
 SW1067|---------------------------------------------------------------------|
 SW1067| PID    Reference Object                     Distance      Geod. Az  |
 SW1067|                                                           dddmmss.s |
 SW1067| SW0858 FARMER                              APPROX. 1.9 KM 0003048.4 |
 SW1067| SW0856 FARMER AZ                                          1650634.7 |
 SW1067|---------------------------------------------------------------------|
 SW1067
 SW1067                          SUPERSEDED SURVEY CONTROL
 SW1067
 SW1067  NAD 83(1986)-  47 36 45.90249(N)    119 46 13.63474(W) AD(       ) 3
 SW1067  NAD 27      -  47 36 46.40302(N)    119 46 09.46356(W) AD(       ) 3
 SW1067  NGVD 29 (12/17/02)  761.20   (m)         2497.4    (f) RESET       3  
 SW1067
 SW1067.Superseded values are not recommended for survey control.
 SW1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1067.See file dsdata.txt to determine how the superseded data were derived.
 SW1067
 SW1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN9180276980(NAD 83)
 SW1067_MARKER: DZ = AZIMUTH MARK DISK
 SW1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1067_SP_SET: CONCRETE POST
 SW1067_STAMPING: FARMER 1940 1979
 SW1067_MARK LOGO: NGS   
 SW1067_MAGNETIC: N = NO MAGNETIC MATERIAL
 SW1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1067+STABILITY: SURFACE MOTION
 SW1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SW1067+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 SW1067
 SW1067  HISTORY     - Date     Condition        Report By
 SW1067  HISTORY     - 1979     MONUMENTED
 SW1067  HISTORY     - 1986     GOOD             NGS
 SW1067  HISTORY     - 19890516 GOOD             NGS
 SW1067
 SW1067                          STATION DESCRIPTION
 SW1067
 SW1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 SW1067'THE STATION WAS RECOVERED AT THIS DATE.
 SW1067'A NEW DESCRIPTION FOLLOWS.
 SW1067'
 SW1067'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) EAST OF DOUGLAS, 8.8
 SW1067'8.8 KM (5.5 MI) SOUTHEAST OF WITHROW, AT THE NORTHWEST ANGLE OF THE
 SW1067'INTERSECTION OF US HIGHWAY 2 AND COUNTY ROAD A-NW AND ON HIGHWAY
 SW1067'RIGHT-OF-WAY.
 SW1067'
 SW1067'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE VILLAGE OF
 SW1067'DOUGLAS GO EASTERLY ON US HIGHWAY 2 FOR 15.45 KM (9.6 MI) TO THE
 SW1067'JUNCTION OF STATE HIGHWAY 172 ON THE LEFT.  CONTINUE EAST ON
 SW1067'US HIGHWAY 2 FOR 3.22 KM (2.0 MI) TO A SIDE ROAD LEFT AND THE
 SW1067'STATION ON THE LEFT.
 SW1067'
 SW1067'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---
 SW1067'---FARMER 1940 1979---SET IN THE TOP OF A 26 CM (10 INCH) ROUND
 SW1067'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 SW1067'12.8 M (42 FT) NORTH OF THE CENTER OF US HIGHWAY 2, 7.9 M (26 FT)
 SW1067'WEST OF THE CENTER OF ROAD A-NW, 0.8 M (2.5 FT) EAST OF A POWER POLE
 SW1067'NUMBERED BB29L14 AND 0.5 M (1.5 FT) NORTH OF A WITNESS POST.
 SW1067'
 SW1067'DESCRIBED BY DA WEGENAST.
 SW1067
 SW1067                          STATION RECOVERY (1989)
 SW1067
 SW1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SW1067'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) EAST OF DOUGLAS, 10.5
 SW1067'KM (6.5 MI) SOUTHEAST OF WITHROW AND ON RIGHT-OF-WAY FOR US HIGHWAY 2
 SW1067'AT THE INTERSECTION OF COUNTY ROAD A-NW.
 SW1067'TO REACH FROM THE JUNCTION OF US HIGHWAY 2 AND STATE ROUTE 172, EAST
 SW1067'OF DOUGLAS, GO EAST ON US HIGHWAY 2 FOR 3.2 KM (2.0 MI) TO A SIDE
 SW1067'ROAD LEFT AND THE STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 SW1067'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 SW1067'WITH THE GROUND SURFACE.  IT IS 12.8 M (42.0 FT) NORTH OF THE CENTER
 SW1067'OF US HIGHWAY 2, 7.9 M (25.9 FT) WEST OF THE CENTER OF COUNTY ROAD
 SW1067'A-NW, 0.7 M (2.3 FT) EAST OF POWER LINE POLE NMUMBER HBB29 L14 AND
 SW1067'0.5 M (1.6 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0859 ***********************************************************************
 SW0859  DESIGNATION -  FARMER RM 1
 SW0859  PID         -  SW0859
 SW0859  STATE/COUNTY-  WA/DOUGLAS
 SW0859  USGS QUAD   -  WITHROW (1968)
 SW0859
 SW0859                         *CURRENT SURVEY CONTROL
 SW0859  ___________________________________________________________________
 SW0859* NAD 83(1986)-  47 37 48.     (N)    119 46 12.     (W)     SCALED    
 SW0859* NAVD 88     -       792.233  (meters)    2599.18   (feet)  ADJUSTED  
 SW0859  ___________________________________________________________________
 SW0859  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 SW0859  DYNAMIC HT  -         792.258 (meters)    2599.27  (feet)  COMP
 SW0859  MODELED GRAV-     980,616.5   (mgal)                       NAVD 88
 SW0859
 SW0859  VERT ORDER  -  SECOND    CLASS 0
 SW0859
 SW0859.The horizontal coordinates were scaled from a topographic map and have
 SW0859.an estimated accuracy of +/- 6 seconds.
 SW0859
 SW0859.The orthometric height was determined by differential leveling
 SW0859.and adjusted by the National Geodetic Survey in June 1991..
 SW0859
 SW0859.The geoid height was determined by GEOID03.
 SW0859
 SW0859.The dynamic height is computed by dividing the NAVD 88
 SW0859.geopotential number by the normal gravity value computed on the
 SW0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0859.degrees latitude (g = 980.6199 gals.).
 SW0859
 SW0859.The modeled gravity was interpolated from observed gravity values.
 SW0859
 SW0859;                    North         East    Units  Estimated Accuracy
 SW0859;SPC WA N     -    70,600.      579,910.      MT  (+/- 180 meters Scaled)
 SW0859
 SW0859                          SUPERSEDED SURVEY CONTROL
 SW0859
 SW0859  NGVD 29 (??/??/92)  791.050  (m)         2595.30   (f) ADJ UNCH    2 0
 SW0859
 SW0859.Superseded values are not recommended for survey control.
 SW0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0859.See file dsdata.txt to determine how the superseded data were derived.
 SW0859
 SW0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN919788(NAD 83)
 SW0859_MARKER: DR = REFERENCE MARK DISK
 SW0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0859_SP_SET: CONCRETE POST
 SW0859_STAMPING: FARMER NO 1 1940
 SW0859_MARK LOGO: CGS   
 SW0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0859+STABILITY: SURFACE MOTION
 SW0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW0859+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 SW0859
 SW0859  HISTORY     - Date     Condition        Report By
 SW0859  HISTORY     - 1940     MONUMENTED       CGS
 SW0859  HISTORY     - 1959     GOOD             NGS
 SW0859  HISTORY     - 19890516 GOOD             NGS
 SW0859
 SW0859                          STATION DESCRIPTION
 SW0859
 SW0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SW0859'3.25 MI NE FROM FARMER.
 SW0859'2.05 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AND STORE AT
 SW0859'FARMER, THENCE 1.2 MILES NORTH ALONG A TRACK ROAD, ON THE SUMMIT OF A
 SW0859'SMALL GRADE, BETWEEN TWO CULTIVATED FIELDS, 13 FEET EAST OF THE CENTER
 SW0859'LINE OF THE ROAD, 54.05 FEET NORTH OF TRIANGULATION STATION FARMER,
 SW0859'1.3 EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 SW0859'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SW0859
 SW0859                          STATION RECOVERY (1989)
 SW0859
 SW0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 SW0859'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) EAST OF DOUGLAS, 8.8 KM
 SW0859'(5.5 MI) SOUTHEAST OF WITHROW, 1.6 KM (1.0 MI) NORTH OF US HIGHWAY 2,
 SW0859'ON COUNTY ROAD A-NW RIGHT-OF-WAY IN SECTION 25, T25N, R24E.
 SW0859'TO REACH FROM THE JUNCTION OF US HIGHWAY 2 AND STATE ROUTE 172, EAST
 SW0859'OF DOUGLAS, GO EAST ON US HIGHWAY 2 FOR 3.2 KM (2.0 MI) TO A SIDE
 SW0859'ROAD LEFT.  TURN LEFT AND GO NORTH ON COUNTY ROAD A-NW FOR 1.92 KM
 SW0859'(1.19 MI) TO THE TOP OF THE HILL AND THE STATION.
 SW0859'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 SW0859'RECESSED 5 CM (2 INCHES) BELOW THE GROUND SURFACE.  IT IS 3 M
 SW0859'(9.8 FT)  EAST OF THE CENTER OF THE SECTION LINE ROAD, 16.289 M
 SW0859'(53.441 FT) NORTH OF STATION FARMER 1940 NAD 0.6 M (2.0 FT) EAST OF A
 SW0859'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1078 ***********************************************************************
 SW1078  DESIGNATION -  FARMER RM 3
 SW1078  PID         -  SW1078
 SW1078  STATE/COUNTY-  WA/DOUGLAS
 SW1078  USGS QUAD   -  WITHROW (1968)
 SW1078
 SW1078                         *CURRENT SURVEY CONTROL
 SW1078  ___________________________________________________________________
 SW1078* NAD 83(1991)-  47 37 47.     (N)    119 46 13.     (W)     SCALED    
 SW1078* NAVD 88     -       792.45   (meters)    2599.9    (feet)  RESET     
 SW1078  ___________________________________________________________________
 SW1078  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 SW1078
 SW1078  VERT ORDER  -  THIRD
 SW1078
 SW1078.The horizontal coordinates were scaled from a topographic map and have
 SW1078.an estimated accuracy of +/- 6 seconds.
 SW1078
 SW1078.The orthometric height was computed from unverified reset data.
 SW1078.No vertical observational check was made to the station.
 SW1078
 SW1078.The geoid height was determined by GEOID03.
 SW1078
 SW1078;                    North         East    Units  Estimated Accuracy
 SW1078;SPC WA N     -    70,570.      579,890.      MT  (+/- 180 meters Scaled)
 SW1078
 SW1078                          SUPERSEDED SURVEY CONTROL
 SW1078
 SW1078  NGVD 29 (12/17/02)  791.26   (m)         2596.0    (f) RESET       3  
 SW1078
 SW1078.Superseded values are not recommended for survey control.
 SW1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1078.See file dsdata.txt to determine how the superseded data were derived.
 SW1078
 SW1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN918788(NAD 83)
 SW1078_MARKER: DR = REFERENCE MARK DISK
 SW1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1078_SP_SET: CONCRETE POST
 SW1078_STAMPING: FARMER NO 3 1940 1979
 SW1078_MARK LOGO: CGS   
 SW1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW1078+STABILITY: SURFACE MOTION
 SW1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SW1078+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 SW1078
 SW1078  HISTORY     - Date     Condition        Report By
 SW1078  HISTORY     - 1979     MONUMENTED
 SW1078  HISTORY     - 19890516 GOOD             NGS
 SW1078
 SW1078                          STATION DESCRIPTION
 SW1078
 SW1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SW1078'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) EAST OF DOUGLAS, 8.8 KM
 SW1078'(5.5 MI) SOUTHEAST OF WITHROW, 1.6 KM (1.0 MI) NORTH OF US HIGHWAY 2,
 SW1078'ON COUNTY ROAD A-NW RIGHT-OF-WAY IN SECTION 25, T25N, R24E.
 SW1078'TO REACH FROM THE JUNCTION OF US HIGHWAY 2 AND STATE ROUTE 172, EAST
 SW1078'OF DOUGLAS, GO EAST ON US HIGHWAY 2 FOR 3.2 KM (2.0 MI) TO A SIDE
 SW1078'ROAD LEFT.  TURN LEFT AND GO NORTH ON COUNTY ROAD A-NW FOR 1.92 KM
 SW1078'(1.19 MI) TO THE TOP OF THE HILL AND THE STATION.
 SW1078'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SW1078'WITH THE GROUND SURFACE.  IT IS 4.6 M (15.1 FT) WEST OF THE CENTER OF
 SW1078'THE SECTION LINE ROAD, 16.904 M (55.459 FT) SOUTHWEST OF STATION
 SW1078'FARMER 1940 AND 1 M (3.3 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1262 ***********************************************************************
 SV1262  DESIGNATION -  FARMINGTON MUNICIPAL TANK
 SV1262  PID         -  SV1262
 SV1262  STATE/COUNTY-  WA/WHITMAN
 SV1262  USGS QUAD   -  FARMINGTON (1994)
 SV1262
 SV1262                         *CURRENT SURVEY CONTROL
 SV1262  ___________________________________________________________________
 SV1262* NAD 83(1991)-  47 05 26.60394(N)    117 02 24.62234(W)     ADJUSTED  
 SV1262* NAVD 88     -                                                        
 SV1262  ___________________________________________________________________
 SV1262  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 SV1262  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 SV1262
 SV1262  HORZ ORDER  -  THIRD
 SV1262
 SV1262.The horizontal coordinates were established by classical geodetic methods
 SV1262.and adjusted by the National Geodetic Survey in December 1991..
 SV1262
 SV1262
 SV1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1262
 SV1262.The geoid height was determined by GEOID03.
 SV1262
 SV1262;                    North         East     Units Scale Factor Converg.
 SV1262;SPC WA S     -   201,098.693   762,598.422   MT  0.99995354   +2 30 47.5
 SV1262;SPC WA S     -   659,771.30  2,501,958.32   sFT  0.99995354   +2 30 47.5
 SV1262;UTM  11      - 5,215,246.726   496,951.008   MT  0.99960011   -0 01 45.9
 SV1262
 SV1262                          SUPERSEDED SURVEY CONTROL
 SV1262
 SV1262  NAD 83(1986)-  47 05 26.61256(N)    117 02 24.61606(W) AD(       ) 4
 SV1262  NAD 27      -  47 05 26.99180(N)    117 02 20.99952(W) AD(       ) 3
 SV1262
 SV1262.Superseded values are not recommended for survey control.
 SV1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1262.See file dsdata.txt to determine how the superseded data were derived.
 SV1262
 SV1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN9695115247(NAD 83)
 SV1262_MARKER: 53 = ELEVATED TANK
 SV1262
 SV1262  HISTORY     - Date     Condition        Report By
 SV1262  HISTORY     - 1969     FIRST OBSERVED   CGS
 SV1262
 SV1262                          STATION DESCRIPTION
 SV1262
 SV1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 SV1262'STATION IS THE TOP CENTER OF THE SMALL, SILVER COLORED TANK
 SV1262'SUPPORTED ON FOUR LEGS AT THE EASTERN EDGE OF THE TOWN OF
 SV1262'FARMINGTON.
 SV1262'
 SV1262'STATION WAS OBSERVED UPON FROM STATIONS STEPTOE AND STRATTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0626 ***********************************************************************
 SA0626  DESIGNATION -  FARRINGTON
 SA0626  PID         -  SA0626
 SA0626  STATE/COUNTY-  WA/FRANKLIN
 SA0626  USGS QUAD   -  LOWER MONUMENTAL DAM (1970)
 SA0626
 SA0626                         *CURRENT SURVEY CONTROL
 SA0626  ___________________________________________________________________
 SA0626* NAD 83(1991)-  46 32 12.14146(N)    118 34 22.57381(W)     ADJUSTED  
 SA0626* NAVD 88     -       161.015  (meters)     528.26   (feet)  ADJUSTED  
 SA0626  ___________________________________________________________________
 SA0626  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 SA0626  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 SA0626  DYNAMIC HT  -         161.015 (meters)     528.26  (feet)  COMP
 SA0626  MODELED GRAV-     980,616.9   (mgal)                       NAVD 88
 SA0626
 SA0626  HORZ ORDER  -  THIRD
 SA0626  VERT ORDER  -  SECOND    CLASS 0
 SA0626
 SA0626.The horizontal coordinates were established by classical geodetic methods
 SA0626.and adjusted by the National Geodetic Survey in December 1991..
 SA0626
 SA0626.The orthometric height was determined by differential leveling
 SA0626.and adjusted by the National Geodetic Survey in June 1991..
 SA0626
 SA0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA0626
 SA0626.The geoid height was determined by GEOID03.
 SA0626
 SA0626.The dynamic height is computed by dividing the NAVD 88
 SA0626.geopotential number by the normal gravity value computed on the
 SA0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0626.degrees latitude (g = 980.6199 gals.).
 SA0626
 SA0626.The modeled gravity was interpolated from observed gravity values.
 SA0626
 SA0626;                    North         East     Units Scale Factor Converg.
 SA0626;SPC WA S     -   135,560.027   647,799.487   MT  0.99991495   +1 23 59.3
 SA0626;SPC WA S     -   444,749.86  2,125,322.15   sFT  0.99991495   +1 23 59.3
 SA0626;UTM  11      - 5,154,883.811   379,387.598   MT  0.99977881   -1 08 30.5
 SA0626
 SA0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA0626!SPC WA S     -   0.99997807  x   0.99991495  =   0.99989303
 SA0626!UTM  11      -   0.99997807  x   0.99977881  =   0.99975689
 SA0626
 SA0626:                Primary Azimuth Mark                     Grid Az
 SA0626:SPC WA S     -  FARRINGTON AZ MK                         359 41 18.4
 SA0626:UTM  11      -  FARRINGTON AZ MK                         002 13 48.2
 SA0626
 SA0626|---------------------------------------------------------------------|
 SA0626| PID    Reference Object                     Distance      Geod. Az  |
 SA0626|                                                           dddmmss.s |
 SA0626| CF5272 FARRINGTON AZ MK                                   0010517.7 |
 SA0626| SA0664 BOW                                 APPROX. 3.0 KM 0570650.2 |
 SA0626| SA2120 WINDUST RR WOODEN WATER TANK        142.971 METERS 24611     |
 SA0626| SA0627 FARRINGTON RM 1                      10.488 METERS 25345     |
 SA0626| SA0628 FARRINGTON RM 2                      10.148 METERS 34308     |
 SA0626|---------------------------------------------------------------------|
 SA0626
 SA0626                          SUPERSEDED SURVEY CONTROL
 SA0626
 SA0626  NAD 83(1991)-  46 32 12.13831(N)    118 34 22.58805(W) AD(       ) 3
 SA0626  NAD 83(1986)-  46 32 12.14948(N)    118 34 22.56350(W) AD(       ) 3
 SA0626  NAD 27      -  46 32 12.64500(N)    118 34 18.60900(W) AD(       ) 3
 SA0626  NGVD 29 (??/??/92)  159.998  (m)          524.93   (f) ADJ UNCH    2 0
 SA0626
 SA0626.Superseded values are not recommended for survey control.
 SA0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0626.See file dsdata.txt to determine how the superseded data were derived.
 SA0626
 SA0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7938854884(NAD 83)
 SA0626_MARKER: DS = TRIANGULATION STATION DISK
 SA0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0626_STAMPING: FARRINGTON 1946
 SA0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0626+STABILITY: SURFACE MOTION
 SA0626
 SA0626  HISTORY     - Date     Condition        Report By
 SA0626  HISTORY     - 1946     MONUMENTED       CGS
 SA0626  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SA0626  HISTORY     - 1961     GOOD             NGS
 SA0626  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SA0626
 SA0626                          STATION DESCRIPTION
 SA0626
 SA0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SA0626'STATION IS LOCATED ABOUT 34 MILES (AIR LINE) NE OF PASCO, ABOUT 8
 SA0626'MILES (AIR LINE) S OF KAHLOTUS, ABOUT 0.3 MILE N OF THE SNAKE RIVER,
 SA0626'ON THE N RIGHT-OF-WAY OF THE NORTHERN PACIFIC RAILROAD, AND 200
 SA0626'YARDS E OF THE RAILWAY DEPOT IN WINDUST.  IT IS SITUATED ON A
 SA0626'25-FOOT RAILROAD CUT 7 FEET N OF THE EDGE OF BANK, ABOUT 45 FEET N OF
 SA0626'THE RAILROAD TRACKS, ABOUT 200 FEET SE OF A RED FRAME HOUSE, AND 8
 SA0626'FEET W OF A 4- BY 4-INCH WHITE WITNESS POST WHICH PROJECTS 2 FEET.
 SA0626'
 SA0626'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 SA0626'CONCRETE.  SURFACE MARK IS STAMPED FARRINGTON 1946 AND PROJECTS
 SA0626'ABOUT 3 INCHES.
 SA0626'
 SA0626'TO REACH THE STATION FROM THE POST OFFICE IN PASCO, GO E ON U.S.
 SA0626'HIGHWAY 410 FOR 1.5 MILES TO THE KAHLOTUS ROAD ON THE LEFT.  TURN
 SA0626'LEFT ON THIS MACADAM ROAD AND GO 30.3 MILES TO A CROSS ROAD.  TURN
 SA0626'RIGHT AS PER SIGN FARRINGTON AND FOLLOW GRAVEL ROAD FOR 2.3 MILES
 SA0626'TO FORKS, KEEP LEFT FORK AND GO NE FOR 3.5 MILES TO RAILROAD
 SA0626'CROSSING IN WINDUST.  CROSS TRACKS AND CONTINUE N FOR 0.1 MILE TO A
 SA0626'TRACK ROAD RIGHT, THIS POINT IS ABOUT 0.2 MILE S OF THE SPOKANE,
 SA0626'PORTLAND AND SEATTLE RAILROAD OVERHEAD BRIDGE IN FARRINGTON, TURN
 SA0626'SHARP RIGHT ON TRACK ROAD FOR 0.1 MILE, THENCE BEAR LEFT ACROSS
 SA0626'FIELD AND GO 0.1 MILE TO S EDGE OF BANK OVER RAILROAD AND THE
 SA0626'STATION AS DESCRIBED.
 SA0626'
 SA0626'REFERENCE MARK 1 IS W OF THE STATION AND 7 FEET N OF RAILROAD CUT.
 SA0626'IT IS A BRONZE REFERENCE DISK SET IN CONCRETE.  THE DISK IS STAMPED
 SA0626'FARRINGTON NO 1 1946 AND PROJECTS 3 INCHES.
 SA0626'
 SA0626'REFERENCE MARK 2 IS N OF THE STATION.  IT IS A BRONZE REFERENCE
 SA0626'DISK SET IN CONCRETE.  THE DISK IS STAMPED FARRINGTON NO 2 1946
 SA0626'AND PROJECTS ABOUT 2 INCHES.
 SA0626'
 SA0626'AZIMUTH MARK IS 0.4 MILE N OF THE STATION.  IT IS SET FLUSH IN THE
 SA0626'TOP OF A 10-FOOT CONCRETE PILLAR OF THE OVERHEAD RAILWAY BRIDGE IN
 SA0626'THE E EDGE OF FARRINGTON.  IT IS IN THE SE CORNER OF THE S PILLAR
 SA0626'AND THE DISK IS STAMPED FARRINGTON 1946.
 SA0626
 SA0626                          STATION RECOVERY (1960)
 SA0626
 SA0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 SA0626'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 SA0626'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND FOUND TO
 SA0626'BE, NO. 1 34.42 FEET- 10.493 METERS, AND NO. 2 33.29 FEET- 10.147
 SA0626'METERS.  DESCRIPTION BY J.T.J. IN 1946 IS ADEQUATE AND CORRECT
 SA0626'EXCEPT FOR THE FOLLOWING.
 SA0626'
 SA0626'STATION IS 67.0 FEET WEST OF A TELEPHONE POLE, AND 12.4 FEET SOUTH OF
 SA0626'A FENCE LINE.
 SA0626'
 SA0626'REFERENCE MARK NO. 1 IS 13.0 FEET SOUTH OF FENCE LINE.
 SA0626'
 SA0626'REFERENCE MARK NO. 2 IS 73.6 FEET NORTHWEST OF A TELEPHONE POLE,
 SA0626'21.2 FEET NORTH OF A FENCE LINE AND FLUSH WITH THE GROUND IN A
 SA0626'CULTIVATED FIELD.
 SA0626'
 SA0626'AZIMUTH MARK IS 22.0 FEET WEST OF CENTERLINE OF ROAD AND SET IN
 SA0626'THE SOUTHEAST CORNER OF THE SOUTHEAST FOOTING OF THE THIRD SET OF
 SA0626'SUPPORTS NORTHEAST FROM THE SOUTHWEST ABUTMENT OF RAILROAD TRESSEL.
 SA0626
 SA0626                          STATION RECOVERY (1961)
 SA0626
 SA0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SA0626'12.8 MI NE FROM SNAKE RIVER.
 SA0626'0.15 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 SA0626'FROM THE STATION AT SNAKE RIVER, THENCE 12.65 MILES NORTHEAST ALONG
 SA0626'THE NORTHERN PACIFIC RAILWAY, 0.15 MILE EAST OF THE ROAD CROSSING AT
 SA0626'WINDUST, ON TOP OF THE FIRST KNOLL EAST OF THE ROAD CROSSING, 3 RAILS
 SA0626'EAST OF A SWITCHSTAND, 3 1/2 RAILS WEST OF A RAILROAD CATTLEGUARD, 55
 SA0626'FEET NORTH OF THE NORTH RAIL (SLOPE MEASUREMENT), 65 FEET WEST OF A
 SA0626'TELEPHONE POLE (FIRST POLE WEST OF A DEEP RAVINE), 10.5 FEET SOUTH OF
 SA0626'A FENCE, 6.0 FEET WEST OF A WITNESS POST, ABOUT 37 FEET HIGHER THAN
 SA0626'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 SA0626'ABOVE THE GROUND.
 SA0626
 SA0626                          STATION RECOVERY (1962)
 SA0626
 SA0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA0626'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AND AS
 SA0626'ORIGINALLY DESCRIBED IN 1946.  THE AZIMUTH MARK WAS SEARCHED FOR,
 SA0626'BUT WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0627 ***********************************************************************
 SA0627  DESIGNATION -  FARRINGTON RM 1
 SA0627  PID         -  SA0627
 SA0627  STATE/COUNTY-  WA/FRANKLIN
 SA0627  USGS QUAD   -  LOWER MONUMENTAL DAM (1970)
 SA0627
 SA0627                         *CURRENT SURVEY CONTROL
 SA0627  ___________________________________________________________________
 SA0627* NAD 83(1986)-  46 32 12.     (N)    118 34 22.     (W)     SCALED    
 SA0627* NAVD 88     -       160.874  (meters)     527.80   (feet)  ADJUSTED  
 SA0627  ___________________________________________________________________
 SA0627  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 SA0627  DYNAMIC HT  -         160.875 (meters)     527.80  (feet)  COMP
 SA0627  MODELED GRAV-     980,616.8   (mgal)                       NAVD 88
 SA0627
 SA0627  VERT ORDER  -  SECOND    CLASS 0
 SA0627
 SA0627.The horizontal coordinates were scaled from a topographic map and have
 SA0627.an estimated accuracy of +/- 6 seconds.
 SA0627
 SA0627.The orthometric height was determined by differential leveling
 SA0627.and adjusted by the National Geodetic Survey in June 1991..
 SA0627
 SA0627.The geoid height was determined by GEOID03.
 SA0627
 SA0627.The dynamic height is computed by dividing the NAVD 88
 SA0627.geopotential number by the normal gravity value computed on the
 SA0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0627.degrees latitude (g = 980.6199 gals.).
 SA0627
 SA0627.The modeled gravity was interpolated from observed gravity values.
 SA0627
 SA0627;                    North         East    Units  Estimated Accuracy
 SA0627;SPC WA S     -   135,560.      647,810.      MT  (+/- 180 meters Scaled)
 SA0627
 SA0627                          SUPERSEDED SURVEY CONTROL
 SA0627
 SA0627  NGVD 29 (??/??/92)  159.858  (m)          524.47   (f) ADJ UNCH    2 0
 SA0627
 SA0627.Superseded values are not recommended for survey control.
 SA0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0627.See file dsdata.txt to determine how the superseded data were derived.
 SA0627
 SA0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM794548(NAD 83)
 SA0627_MARKER: DR = REFERENCE MARK DISK
 SA0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0627_STAMPING: FARRINGTON NO. 1 1946
 SA0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0627+STABILITY: SURFACE MOTION
 SA0627
 SA0627  HISTORY     - Date     Condition        Report By
 SA0627  HISTORY     - 1946     MONUMENTED       CGS
 SA0627  HISTORY     - 1961     GOOD             NGS
 SA0627
 SA0627                          STATION DESCRIPTION
 SA0627
 SA0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0627'12.8 MI NE FROM SNAKE RIVER.
 SA0627'0.15 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 SA0627'FROM THE STATION AT SNAKE RIVER, THENCE 12.65 MILES NORTHEAST ALONG
 SA0627'THE NORTHERN PACIFIC RAILWAY, 0.15 MILE EAST OF THE ROAD CROSSING AT
 SA0627'WINDUST, ON TOP OF THE FIRST KNOLL EAST OF THE ROAD, 3 RAILS EAST OF A
 SA0627'SWITCHSTAND, 3 1/2 RAILS WEST OF A RAILROAD CATTLE GUARD 33.45 FEET
 SA0627'WEST OF FARRINGTON TRIANGULATION STATION, 55 FEET NORTH OF THE NORTH
 SA0627'RAIL (SLOPE MEASUREMENT), 98 1/2 FEET WEST OF A TELEPHONE POLE, 10.5
 SA0627'FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE STATION, ABOUT 37 FEET
 SA0627'HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SA0627'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0628 ***********************************************************************
 SA0628  DESIGNATION -  FARRINGTON RM 2
 SA0628  PID         -  SA0628
 SA0628  STATE/COUNTY-  WA/FRANKLIN
 SA0628  USGS QUAD   -  LOWER MONUMENTAL DAM (1970)
 SA0628
 SA0628                         *CURRENT SURVEY CONTROL
 SA0628  ___________________________________________________________________
 SA0628* NAD 83(1986)-  46 32 12.     (N)    118 34 22.     (W)     SCALED    
 SA0628* NAVD 88     -       161.063  (meters)     528.42   (feet)  ADJUSTED  
 SA0628  ___________________________________________________________________
 SA0628  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 SA0628  DYNAMIC HT  -         161.063 (meters)     528.42  (feet)  COMP
 SA0628  MODELED GRAV-     980,616.8   (mgal)                       NAVD 88
 SA0628
 SA0628  VERT ORDER  -  SECOND    CLASS 0
 SA0628
 SA0628.The horizontal coordinates were scaled from a topographic map and have
 SA0628.an estimated accuracy of +/- 6 seconds.
 SA0628
 SA0628.The orthometric height was determined by differential leveling
 SA0628.and adjusted by the National Geodetic Survey in June 1991..
 SA0628
 SA0628.The geoid height was determined by GEOID03.
 SA0628
 SA0628.The dynamic height is computed by dividing the NAVD 88
 SA0628.geopotential number by the normal gravity value computed on the
 SA0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0628.degrees latitude (g = 980.6199 gals.).
 SA0628
 SA0628.The modeled gravity was interpolated from observed gravity values.
 SA0628
 SA0628;                    North         East    Units  Estimated Accuracy
 SA0628;SPC WA S     -   135,560.      647,810.      MT  (+/- 180 meters Scaled)
 SA0628
 SA0628                          SUPERSEDED SURVEY CONTROL
 SA0628
 SA0628  NGVD 29 (??/??/92)  160.046  (m)          525.08   (f) ADJ UNCH    2 0
 SA0628
 SA0628.Superseded values are not recommended for survey control.
 SA0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0628.See file dsdata.txt to determine how the superseded data were derived.
 SA0628
 SA0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM794548(NAD 83)
 SA0628_MARKER: DR = REFERENCE MARK DISK
 SA0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA0628_STAMPING: FARRINGTON NO. 2 1946
 SA0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA0628+STABILITY: SURFACE MOTION
 SA0628
 SA0628  HISTORY     - Date     Condition        Report By
 SA0628  HISTORY     - 1946     MONUMENTED       CGS
 SA0628  HISTORY     - 1961     GOOD             NGS
 SA0628
 SA0628                          STATION DESCRIPTION
 SA0628
 SA0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SA0628'12.8 MI NE FROM SNAKE RIVER.
 SA0628'0.15 MILES NORTHEAST ALONG THE SPOKANE, PORTLAND AND SEATTLE RAILWAY
 SA0628'FROM THE STATION AT SNAKE RIVER, THENCE 12.65 MILES NORTHEAST ALONG
 SA0628'THE NORTHERN PACIFIC RAILWAY, 0.15 MILE EAST OF THE ROAD CROSSING AT
 SA0628'WINDUST, ON TOP OF THE FIRST KNOLL EAST OF THE ROAD CROSSING, 3 RAILS
 SA0628'EAST OF A SWITCHSTAND, 3 1/2 RAILS WEST OF A RAILROAD CATTLEGUARD,
 SA0628'30.5 FEET NORTH OF FARRINGTON TRIANGULATION STATION, 20 FEET NORTH OF
 SA0628'A FENCE, 45 FEET NORTHEAST OF FARRINGTON R.M. 1, ABOUT LEVEL WITH THE
 SA0628'STATION, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1216 ***********************************************************************
 SW1216  DESIGNATION -  FARRIS
 SW1216  PID         -  SW1216
 SW1216  STATE/COUNTY-  WA/LINCOLN
 SW1216  USGS QUAD   -  SPRAGUE LAKE SW (1969)
 SW1216
 SW1216                         *CURRENT SURVEY CONTROL
 SW1216  ___________________________________________________________________
 SW1216* NAD 83(1991)-  47 16 47.12463(N)    118 13 48.90140(W)     ADJUSTED  
 SW1216* NAVD 88     -       632.1    (meters)    2074.     (feet)  VERTCON   
 SW1216  ___________________________________________________________________
 SW1216  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 SW1216  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 SW1216
 SW1216  HORZ ORDER  -  SECOND
 SW1216
 SW1216.The horizontal coordinates were established by classical geodetic methods
 SW1216.and adjusted by the National Geodetic Survey in December 1991..
 SW1216
 SW1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1216
 SW1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1216
 SW1216.The geoid height was determined by GEOID03.
 SW1216
 SW1216;                    North         East     Units Scale Factor Converg.
 SW1216;SPC WA N     -    34,434.986   696,916.275   MT  1.00004835   +1 56 17.0
 SW1216;SPC WA N     -   112,975.45  2,286,466.15   sFT  1.00004835   +1 56 17.0
 SW1216;SPC WA S     -   218,824.138   671,699.214   MT  0.99998818   +1 38 55.5
 SW1216;SPC WA S     -   717,925.53  2,203,733.17   sFT  0.99998818   +1 38 55.5
 SW1216;UTM  11      - 5,236,987.143   406,959.384   MT  0.99970639   -0 54 14.0
 SW1216
 SW1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1216!SPC WA N     -   0.99990399  x   1.00004835  =   0.99995233
 SW1216!SPC WA S     -   0.99990399  x   0.99998818  =   0.99989217
 SW1216!UTM  11      -   0.99990399  x   0.99970639  =   0.99961040
 SW1216
 SW1216|---------------------------------------------------------------------|
 SW1216| PID    Reference Object                     Distance      Geod. Az  |
 SW1216|                                                           dddmmss.s |
 SW1216| CF1429 FARRIS RM 1                           8.768 METERS 06935     |
 SW1216| CF1430 FARRIS RM 2                           8.912 METERS 18004     |
 SW1216| SW1230 TOKIO CENTENNIAL FLOUR CO ELEV      APPROX. 8.4 KM 2010624.8 |
 SW1216| CF1428 FARRIS AZ MK                                       2035433.4 |
 SW1216| SW1250 MARCELLUS GRAIN ELEVATOR            APPROX.14.1 KM 2490105.9 |
 SW1216|---------------------------------------------------------------------|
 SW1216
 SW1216                          SUPERSEDED SURVEY CONTROL
 SW1216
 SW1216  NAD 83(1986)-  47 16 47.13674(N)    118 13 48.89515(W) AD(       ) 2
 SW1216  NAD 27      -  47 16 47.58400(N)    118 13 45.00600(W) AD(       ) 2
 SW1216  NGVD 29 (07/19/86)  630.9    (m)         2070.     (f) VERT ANG       
 SW1216
 SW1216.Superseded values are not recommended for survey control.
 SW1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1216.See file dsdata.txt to determine how the superseded data were derived.
 SW1216
 SW1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN0695936987(NAD 83)
 SW1216_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1216
 SW1216  HISTORY     - Date     Condition        Report By
 SW1216  HISTORY     - 1950     MONUMENTED       CGS
 SW1216
 SW1216                          STATION DESCRIPTION
 SW1216
 SW1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1216'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASSY COVERED
 SW1216'KNOLL, ABOUT 14 MILES SOUTH OF HARRINGTON, ABOUT 13 MILES NORTHEAST
 SW1216'OF RITZVILLE, ABOUT 12 MILES WEST SOUTHWEST OF SPRAGUE AND ABOUT 5
 SW1216'FEET EAST OF A NORTH-SOUTH FENCELINE.
 SW1216'
 SW1216'TO REACH, FROM THE U.S. POST OFFICE IN RITZVILLE, GO EAST, ON
 SW1216'DIVISION STREET 0.2 MILE TO U.S. HIGHWAY 395.  TURN LEFT, AND GO
 SW1216'NORTHERLY, ON U.S. HIGHWAY 395, FOR 8.4 MILES TO SIDE ROAD LEFT.
 SW1216'TURN LEFT, AS PER SIGN HARRINGTON 19, AND GO WESTERLY 5.2 MILES TO
 SW1216'WIRE GATE ON RIGHT.  TURN RIGHT, PASS THROUGH WIRE GATE, AND GO
 SW1216'NORTHERLY 0.5 MILE TO DIM FORKS.  TAKE RIGHT FORK, UP HILL, AND GO
 SW1216'EAST 0.6 MILE TO NORTH-SOUTH FENCELINE AND THE STATION.
 SW1216'
 SW1216'THE STATION MARK IS A STANDARD DISK, STAMPED FARRIS 1950, SET INTO
 SW1216'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 SW1216'6 INCHES.
 SW1216'
 SW1216'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED FARRIS NO 1 1950,
 SW1216'SET INTO THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 SW1216'PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 SW1216'STATION.
 SW1216'
 SW1216'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED FARRIS NO 2 1950,
 SW1216'SET INTO THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 SW1216'PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 SW1216'STATION.
 SW1216'
 SW1216'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FARRIS 1950, SET INTO
 SW1216'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 SW1216'2 INCHES.  IT IS LOCATED IN A EAST-WEST FENCELINE AND IS 1 FOOT WEST
 SW1216'OF A FENCE POST.
 SW1216'
 SW1216'TO REACH, FROM THE STATION, GO SOUTH SOUTHWEST, ACROSS CULTIVATED
 SW1216'FIELD 0.3 MILE TO EAST-WEST FENCELINE AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1239 ***********************************************************************
 SV1239  DESIGNATION -  FAT
 SV1239  PID         -  SV1239
 SV1239  STATE/COUNTY-  WA/SPOKANE
 SV1239  USGS QUAD   -  SPOKANE NW (1986)
 SV1239
 SV1239                         *CURRENT SURVEY CONTROL
 SV1239  ___________________________________________________________________
 SV1239* NAD 83(1991)-  47 38 48.36863(N)    117 27 56.81213(W)     ADJUSTED  
 SV1239* NAVD 88     -       665.     (meters)    2182.     (feet)  SCALED    
 SV1239  ___________________________________________________________________
 SV1239  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 SV1239  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 SV1239
 SV1239  HORZ ORDER  -  THIRD
 SV1239
 SV1239.The horizontal coordinates were established by classical geodetic methods
 SV1239.and adjusted by the National Geodetic Survey in December 1991..
 SV1239
 SV1239.The orthometric height was scaled from a topographic map.
 SV1239
 SV1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1239
 SV1239.The geoid height was determined by GEOID03.
 SV1239
 SV1239;                    North         East     Units Scale Factor Converg.
 SV1239;SPC WA N     -    77,443.865   752,928.601   MT  0.99997586   +2 30 26.0
 SV1239;SPC WA N     -   254,080.41  2,470,233.25   sFT  0.99997586   +2 30 26.0
 SV1239;UTM  11      - 5,277,146.367   465,018.339   MT  0.99961504   -0 20 39.2
 SV1239
 SV1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1239!SPC WA N     -   0.99989863  x   0.99997586  =   0.99987449
 SV1239!UTM  11      -   0.99989863  x   0.99961504  =   0.99951370
 SV1239
 SV1239:                Primary Azimuth Mark                     Grid Az
 SV1239:SPC WA N     -  SPOKANE MT ST MICHAELS SCH STK           042 31 03.6
 SV1239:UTM  11      -  SPOKANE MT ST MICHAELS SCH STK           045 22 08.8
 SV1239
 SV1239|---------------------------------------------------------------------|
 SV1239| PID    Reference Object                     Distance      Geod. Az  |
 SV1239|                                                           dddmmss.s |
 SV1239| SV1204 SPOKANE MT ST MICHAELS SCH STK      APPROX.13.3 KM 0450129.6 |
 SV1239| SV1220 SPOKANE COUNTY COURTHOUSE FLAG      APPROX. 3.4 KM 0541535.6 |
 SV1239| SV1227 SPOKANE RADIO STA KSPO MAST         APPROX. 4.0 KM 0711849.6 |
 SV1239| CF1431 FAT RM 1                             20.813 METERS 22028     |
 SV1239| SV1240 FAT 2 1963 RM 3                      49.896 METERS 26700     |
 SV1239| CF1432 FAT RM 2                              7.535 METERS 26938     |
 SV1239|---------------------------------------------------------------------|
 SV1239
 SV1239                          SUPERSEDED SURVEY CONTROL
 SV1239
 SV1239  NAD 83(1986)-  47 38 48.37741(N)    117 27 56.80251(W) AD(       ) 3
 SV1239  NAD 27      -  47 38 48.77300(N)    117 27 53.04400(W) AD(       ) 3
 SV1239
 SV1239.Superseded values are not recommended for survey control.
 SV1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1239.See file dsdata.txt to determine how the superseded data were derived.
 SV1239
 SV1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN6501877146(NAD 83)
 SV1239_MARKER: DS = TRIANGULATION STATION DISK
 SV1239_SETTING: 66 = SET IN ROCK OUTCROP
 SV1239
 SV1239  HISTORY     - Date     Condition        Report By
 SV1239  HISTORY     - 1957     MONUMENTED       CGS
 SV1239  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SV1239  HISTORY     - 1965     GOOD             CGS
 SV1239  HISTORY     - 1974     MARK NOT FOUND   USGS
 SV1239
 SV1239                          STATION DESCRIPTION
 SV1239
 SV1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LSB)
 SV1239'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF INDIAN CANYON PARK,
 SV1239'ABOUT 0.5 MILE WEST OF THE WEST SPOKANE CITY LIMITS AND ABOUT 0.3
 SV1239'MILE NORTH OF U.S. HIGHWAYS 395, 10 AND 2.  IT IS SITUATED ON A
 SV1239'POINT OF ROCK ABOUT 150 FEET EAST OF A LARGE CONCRETE STAND PIPE
 SV1239'WHICH IS ABOUT 30 FEET IN DIAMETER AND RISES ABOUT 100 FEET ABOVE
 SV1239'THE SURFACE OF THE GROUND.
 SV1239'
 SV1239'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 195 WITH
 SV1239'U.S. HIGHWAYS 395, 10 AND 2 ON THE WEST SIDE OF SPOKANE, DRIVE
 SV1239'SOUTHWEST ON U.S. HIGHWAYS 395, 10 AND 2 FOR 1.8 MILES TO A SIDE
 SV1239'ROAD ON THE RIGHT AT THE SUNSET GREENHOUSE.  TURN RIGHT AND
 SV1239'CONTINUE NORTH FOR 0.5 MILE TO A Y-FORK.  KEEP THE RIGHT FORK AND
 SV1239'DRIVE EAST FOR 0.15 MILE TO A Y-FORK.  KEEP THE RIGHT FORK AND
 SV1239'DRIVE UP HILL ON THE BLADED ROAD FOR 0.1 MILE TO THE EAST SIDE OF A
 SV1239'LARGE STEEL TANK.  FROM THIS POINT DRIVE SOUTHEAST AND EAST ON DIM
 SV1239'TRACKS DOWN HILL FOR 0.25 MILE TO THE EAST SIDE OF THE
 SV1239'LARGE CONCRETE STAND PIPE AND THE STATION.
 SV1239'
 SV1239'THE STATION IS MARKED BY A STANDARD STATION MARK DISK STAMPED
 SV1239'FAT 1957.  THE DISK IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 SV1239'IS FLUSH WITH THE SURFACE.  IT IS 8 FEET WEST OF THE EAST EDGE OF A
 SV1239'CLIFF WHICH IS ABOUT 30 FEET IN HEIGHT AND 6-1/2 FEET EAST OF A
 SV1239'WHITE WITNESS POST.
 SV1239'
 SV1239'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED FAT
 SV1239'NO 1 1957.  IT IS CEMENTED IN A DRILL HOLE IN THE TOP OF A
 SV1239'BOULDER WHICH PROJECTS ABOUT 30 INCHES ABOVE THE SURFACE OF THE
 SV1239'GROUND AND IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION
 SV1239'MARK.
 SV1239'
 SV1239'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED FAT
 SV1239'NO 2 1957.  IT IS CEMENTED IN A DRILL HOLE IN THE TOP OF A
 SV1239'BOULDER WHICH PROJECTS ABOUT 30 INCHES ABOVE THE SURFACE OF THE
 SV1239'GROUND AND IS ABOUT 12 INCHES LOWER IN ELEVATION THAN THE STATION
 SV1239'MARK.
 SV1239
 SV1239                          STATION RECOVERY (1963)
 SV1239
 SV1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SV1239'THE STATION WAS RECOVERED, BUT THE AREA IS BEING DEVELOPED AND A
 SV1239'HOUSE IS UNDER CONSTRUCTION ON THE LOT.  THE STATION MARK AND
 SV1239'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION, BUT THE BOULDER
 SV1239'REFERENCE MARK NO. 2 WAS IN HAD BEEN PUSHED OUT OF THE WAY OF
 SV1239'CONSTRUCTION.  THE DISKS WERE REMOVED FROM REFERENCE MARKS NO. 1
 SV1239'AND NO. 2, BUT THE STATION MARK WAS LEFT IN THE LARGE BEDROCK
 SV1239'OUTCROP, SINCE A REDWOOD DECK ON THE EAST AND SOUTH SIDES OF
 SV1239'THE NEW HOUSE WILL COVER THE MARK, BUT THERE IS THE CHANCE THAT
 SV1239'THE MARK WILL SOME DAY AGAIN BE USABLE.  A NEW STATION, FAT 2,
 SV1239'WAS ESTABLISHED 52.360 METERS WEST OF THE MARK, N 83 DEG 20 MIN W.
 SV1239
 SV1239                          STATION RECOVERY (1965)
 SV1239
 SV1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1239'THIS STATION WAS MOVED IN 1963, BUT THE STATION MARK WAS LEFT, SINCE
 SV1239'SUPPOSEDLY IT WOULD BE UNDER A PORCH, WHEN THE NEW HOUSE WAS
 SV1239'BUILT.  THE NEW HOUSE IS NOW BUILT, AND THE STATION MARK IS AT THE
 SV1239'SOUTHEAST CORNER OF THE HOUSE AT 927 S. AZALEA DRIVE, 11.1 FEET
 SV1239'NORTHEAST OF A WATER SPRINKLER HEAD HEAR THE EDGE OF THE LAWN,
 SV1239'10.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SUN-DECK, 9.8
 SV1239'FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE LANDING AT
 SV1239'THE BOTTOM OF THE STEPS TO THE SUN DECK, AND 9.3 FEET WEST OF
 SV1239'THE EAST EDGE OF THE ROCK OUTCROP.  THE OWNER IS STARTING A
 SV1239'ROCK GARDEN WHICH WILL COVER THE MARK.
 SV1239
 SV1239                          STATION RECOVERY (1974)
 SV1239
 SV1239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (PHJ)
 SV1239'THE OWNER OF THE HOUSE AT 927 S. AZALEA DRIVE REPORTS THAT THIS
 SV1239'STATION MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1241 ***********************************************************************
 SV1241  DESIGNATION -  FAT 2
 SV1241  PID         -  SV1241
 SV1241  STATE/COUNTY-  WA/SPOKANE
 SV1241  USGS QUAD   -  SPOKANE NW (1986)
 SV1241
 SV1241                         *CURRENT SURVEY CONTROL
 SV1241  ___________________________________________________________________
 SV1241* NAD 83(1991)-  47 38 48.56561(N)    117 27 59.30392(W)     ADJUSTED  
 SV1241* NAVD 88     -       665.     (meters)    2182.     (feet)  SCALED    
 SV1241  ___________________________________________________________________
 SV1241  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 SV1241  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 SV1241
 SV1241  HORZ ORDER  -  THIRD
 SV1241
 SV1241.The horizontal coordinates were established by classical geodetic methods
 SV1241.and adjusted by the National Geodetic Survey in December 1991..
 SV1241.No horizontal observational check was made to the station.
 SV1241
 SV1241.The orthometric height was scaled from a topographic map.
 SV1241
 SV1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1241
 SV1241.The geoid height was determined by GEOID03.
 SV1241
 SV1241;                    North         East     Units Scale Factor Converg.
 SV1241;SPC WA N     -    77,447.668   752,876.381   MT  0.99997585   +2 30 24.1
 SV1241;SPC WA N     -   254,092.89  2,470,061.93   sFT  0.99997585   +2 30 24.1
 SV1241;UTM  11      - 5,277,152.761   464,966.392   MT  0.99961508   -0 20 41.0
 SV1241
 SV1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1241!SPC WA N     -   0.99989863  x   0.99997585  =   0.99987448
 SV1241!UTM  11      -   0.99989863  x   0.99961508  =   0.99951374
 SV1241
 SV1241:                Primary Azimuth Mark                     Grid Az
 SV1241:SPC WA N     -  SPOKANE COUNTY COURTHOUSE FLAG           052 20 20.1
 SV1241:UTM  11      -  SPOKANE COUNTY COURTHOUSE FLAG           055 11 25.2
 SV1241
 SV1241|---------------------------------------------------------------------|
 SV1241| PID    Reference Object                     Distance      Geod. Az  |
 SV1241|                                                           dddmmss.s |
 SV1241| SV1220 SPOKANE COUNTY COURTHOUSE FLAG      APPROX. 3.5 KM 0545044.2 |
 SV1241| SV1240 FAT 2 1963 RM 3                       8.966 METERS 16557     |
 SV1241| CF1433 FAT 2 RM 4                                         34530     |
 SV1241|---------------------------------------------------------------------|
 SV1241
 SV1241                          SUPERSEDED SURVEY CONTROL
 SV1241
 SV1241  NAD 83(1986)-  47 38 48.57440(N)    117 27 59.29424(W) AD(       ) 3
 SV1241  NAD 27      -  47 38 48.97000(N)    117 27 55.53600(W) AD(       ) 3
 SV1241
 SV1241.Superseded values are not recommended for survey control.
 SV1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1241.See file dsdata.txt to determine how the superseded data were derived.
 SV1241
 SV1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN6496677153(NAD 83)
 SV1241
 SV1241  HISTORY     - Date     Condition        Report By
 SV1241  HISTORY     - 1963     MONUMENTED       CGS
 SV1241  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SV1241
 SV1241                          STATION DESCRIPTION
 SV1241
 SV1241'DESCRIBED BY US POWER SQUADRON 1983 (RS)
 SV1241'REF. MARK NO. 4 STAMPED FAT 2 NO. 4 1963 WAS THE ONLY MARK LOCATED
 SV1241'IN THIS AREA.  NO OTHER MARKS WERE FOUND.  MARK NO. 4 WAS IN GOOD
 SV1241'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0319 ***********************************************************************
 TS0319  DESIGNATION -  FATHER
 TS0319  PID         -  TS0319
 TS0319  STATE/COUNTY-  WA/CLALLAM
 TS0319  USGS QUAD   -  OZETTE (1984)
 TS0319
 TS0319                         *CURRENT SURVEY CONTROL
 TS0319  ___________________________________________________________________
 TS0319* NAD 83(1991)-  48 13 35.60683(N)    124 42 49.01516(W)     ADJUSTED  
 TS0319* NAVD 88     -                                                        
 TS0319  ___________________________________________________________________
 TS0319  LAPLACE CORR-          12.28  (seconds)                    DEFLEC99
 TS0319  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TS0319
 TS0319  HORZ ORDER  -  THIRD
 TS0319
 TS0319.The horizontal coordinates were established by classical geodetic methods
 TS0319.and adjusted by the National Geodetic Survey in December 1991..
 TS0319
 TS0319
 TS0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0319
 TS0319.The geoid height was determined by GEOID03.
 TS0319
 TS0319;                    North         East     Units Scale Factor Converg.
 TS0319;SPC WA N     -   143,638.303   211,840.956   MT  0.99994405   -2 53 20.2
 TS0319;SPC WA N     -   471,253.33    695,014.87   sFT  0.99994405   -2 53 20.2
 TS0319;UTM  10      - 5,342,901.176   372,734.793   MT  0.99979901   -1 16 41.4
 TS0319
 TS0319                          SUPERSEDED SURVEY CONTROL
 TS0319
 TS0319  NAD 83(1986)-  48 13 35.60620(N)    124 42 49.01995(W) AD(       ) 4
 TS0319  NAD 27      -  48 13 36.37800(N)    124 42 44.16000(W) AD(       ) 3
 TS0319
 TS0319.Superseded values are not recommended for survey control.
 TS0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0319.See file dsdata.txt to determine how the superseded data were derived.
 TS0319
 TS0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7273542901(NAD 83)
 TS0319
 TS0319  HISTORY     - Date     Condition        Report By
 TS0319  HISTORY     - 1930     MONUMENTED       CGS
 TS0319
 TS0319                          STATION DESCRIPTION
 TS0319
 TS0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (KTA)
 TS0319'THIS IS AN UNMARKED STATION, THE HIGHEST PART OF FATHER ROCK 167
 TS0319'FEET HIGH, AND 1 MILE S OF POINT OF THE ARCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2062 ***********************************************************************
 TR2062  DESIGNATION -  FAUNTLEROY POINT LIGHT
 TR2062  PID         -  TR2062
 TR2062  STATE/COUNTY-  WA/SAN JUAN
 TR2062  USGS QUAD   -  BLAKELY ISLAND (1994)
 TR2062
 TR2062                         *CURRENT SURVEY CONTROL
 TR2062  ___________________________________________________________________
 TR2062* NAD 83(1991)-  48 31 28.16348(N)    122 47 18.51656(W)     ADJUSTED  
 TR2062* NAVD 88     -                                                        
 TR2062  ___________________________________________________________________
 TR2062  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 TR2062  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 TR2062
 TR2062  HORZ ORDER  -  THIRD
 TR2062
 TR2062.The horizontal coordinates were established by classical geodetic methods
 TR2062.and adjusted by the National Geodetic Survey in December 1991..
 TR2062
 TR2062
 TR2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2062
 TR2062.The geoid height was determined by GEOID03.
 TR2062
 TR2062;                    North         East     Units Scale Factor Converg.
 TR2062;SPC WA N     -   171,334.238   355,601.990   MT  0.99996742   -1 27 20.3
 TR2062;SPC WA N     -   562,119.08  1,166,670.86   sFT  0.99996742   -1 27 20.3
 TR2062;UTM  10      - 5,374,619.366   515,618.076   MT  0.99960300   +0 09 30.5
 TR2062
 TR2062                          SUPERSEDED SURVEY CONTROL
 TR2062
 TR2062  NAD 83(1986)-  48 31 28.16598(N)    122 47 18.52027(W) AD(       ) 4
 TR2062  NAD 27      -  48 31 28.79500(N)    122 47 13.88400(W) AD(       ) 3
 TR2062
 TR2062.Superseded values are not recommended for survey control.
 TR2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2062.See file dsdata.txt to determine how the superseded data were derived.
 TR2062
 TR2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1561874619(NAD 83)
 TR2062
 TR2062  HISTORY     - Date     Condition        Report By
 TR2062  HISTORY     - 1939     MONUMENTED       CGS
 TR2062  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR2062
 TR2062                          STATION DESCRIPTION
 TR2062
 TR2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR2062'STATION IS ON THE NE POINT OF DECATUR ISLAND.  A FLASHING WHITE
 TR2062'LIGHT ON SMALL WHITE HOUSE.
 TR2062
 TR2062                          STATION RECOVERY (1955)
 TR2062
 TR2062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR2062'STATION IS ON THE NE POINT OF DECATUR ISLAND, ON S SIDE AT E
 TR2062'ENTRANCE TO THATCHER PASS, ON W SIDE OF ROSARIO STRAIT.  STATION
 TR2062'IS CENTER OF WHITE FLASHING LIGHT (4 SEC. 0.4 SEC. FL.) ON TOP
 TR2062'OF SMALL WHITE HOUSE WITH WHITE ECHO BOARD FOR BELL (1 STROKE
 TR2062'EV. 15 SECS.).  STATION IS 40 FEET ABOVE HIGH WATER LINE.
 TR2062'PACIFIC COAST LIGHT LIST 1955, LISTS THIS LIGHT AS BUILT IN 1936.
 TR2062'COMPLETE STRUCTURE IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4178 ***********************************************************************
 SY4178  DESIGNATION -  FE 1
 SY4178  PID         -  SY4178
 SY4178  STATE/COUNTY-  WA/KING
 SY4178  USGS QUAD   -  
 SY4178
 SY4178                         *CURRENT SURVEY CONTROL
 SY4178  ___________________________________________________________________
 SY4178* NAD 83(1991)-  47 39 23.55704(N)    122 22 00.42443(W)     ADJUSTED  
 SY4178* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 SY4178  ___________________________________________________________________
 SY4178  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 SY4178  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY4178
 SY4178  HORZ ORDER  -  THIRD
 SY4178
 SY4178.The horizontal coordinates were established by classical geodetic methods
 SY4178.and adjusted by the National Geodetic Survey in December 1991..
 SY4178
 SY4178.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4178
 SY4178.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4178
 SY4178.The geoid height was determined by GEOID03.
 SY4178
 SY4178;                    North         East     Units Scale Factor Converg.
 SY4178;SPC WA N     -    74,143.361   384,818.744   MT  0.99997448   -1 08 30.1
 SY4178;SPC WA N     -   243,252.01  1,262,526.16   sFT  0.99997448   -1 08 30.1
 SY4178;UTM  10      - 5,278,321.823   547,547.600   MT  0.99962778   +0 28 04.9
 SY4178
 SY4178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4178!SPC WA N     -   1.00000274  x   0.99997448  =   0.99997722
 SY4178!UTM  10      -   1.00000274  x   0.99962778  =   0.99963052
 SY4178
 SY4178:                Primary Azimuth Mark                     Grid Az
 SY4178:SPC WA N     -  EWING                                    137 29 24.4
 SY4178:UTM  10      -  EWING                                    135 52 49.4
 SY4178
 SY4178|---------------------------------------------------------------------|
 SY4178| PID    Reference Object                     Distance      Geod. Az  |
 SY4178|                                                           dddmmss.s |
 SY4178| SY4177 EWING                               APPROX. 0.7 KM 1362054.3 |
 SY4178|---------------------------------------------------------------------|
 SY4178
 SY4178                          SUPERSEDED SURVEY CONTROL
 SY4178
 SY4178  NAD 83(1986)-  47 39 23.55082(N)    122 22 00.42937(W) AD(       ) 3
 SY4178  NAD 27      -  47 39 24.19882(N)    122 21 55.97354(W) AD(       ) 3
 SY4178  NGVD 29 (07/19/86)    5.1    (m)           17.     (f) VERT ANG       
 SY4178
 SY4178.Superseded values are not recommended for survey control.
 SY4178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4178.See file dsdata.txt to determine how the superseded data were derived.
 SY4178
 SY4178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4754878322(NAD 83)
 SY4178_MARKER: DD = SURVEY DISK
 SY4178_SETTING: 0 = UNSPECIFIED SETTING
 SY4178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY4178
 SY4178  HISTORY     - Date     Condition        Report By
 SY4178  HISTORY     - 1977     MONUMENTED       NOS
 SY4178  HISTORY     - 20060606 MARK NOT FOUND   USPSQD
 SY4178
 SY4178                          STATION DESCRIPTION
 SY4178
 SY4178'DESCRIBED BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY4178'THE STATION IS LOCATED IN THE CITY OF SEATTLE, ABOUT 1/2 MILE
 SY4178'SOUTHEAST OF THE BALLARD BRIDGE, ALONG THE NORTH SHORE
 SY4178'OF THE LAKE WASHINGTON SHIP CANAL, ABOUT 90 YARDS
 SY4178'SOUTHWEST OF THE STREET SIGN PER (NW 41ST 8TH AVE NW)
 SY4178'AND NEAR THE NORTHWEST END OF THE CARGO LOADING AREA
 SY4178'OF THE ALASKA CARGO LINES.
 SY4178'
 SY4178'THE STATION IS A SMALL, PLAIN BRASS DISK,
 SY4178'STAMPED---FE 1---CEMENTED INTO A DRILL HOLE IN THE
 SY4178'ASPHALT RETAINING WALL, FLUSH WITH THE SURFACE OF THE
 SY4178'WALL, 6 FEET NORTH OF THE EDGE OF THE SHIP CANAL
 SY4178'AND 4 FEET HIGHER IN ELEVATION.
 SY4178'
 SY4178'HEIGHT OF THE TARGET WAS 1.5 METERS.
 SY4178
 SY4178                          STATION RECOVERY (2006)
 SY4178
 SY4178'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY4178'AREA IS NOW TRIDENT SEAFOODS.  DOCK HAS BEEN REBUILT AND A NEW SEAWALL
 SY4178'CONSTRUCTED OF CONCRETE IS IN PLACE, NOT AT THE SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4176 ***********************************************************************
 SY4176  DESIGNATION -  FE 2 USE
 SY4176  PID         -  SY4176
 SY4176  STATE/COUNTY-  WA/KING
 SY4176  USGS QUAD   -  
 SY4176
 SY4176                         *CURRENT SURVEY CONTROL
 SY4176  ___________________________________________________________________
 SY4176* NAD 83(1991)-  47 39 11.77167(N)    122 21 38.78764(W)     ADJUSTED  
 SY4176* NAVD 88     -         8.1    (meters)      27.     (feet)  VERTCON   
 SY4176  ___________________________________________________________________
 SY4176  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 SY4176  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY4176
 SY4176  HORZ ORDER  -  THIRD
 SY4176
 SY4176.The horizontal coordinates were established by classical geodetic methods
 SY4176.and adjusted by the National Geodetic Survey in December 1991..
 SY4176
 SY4176.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4176
 SY4176.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4176
 SY4176.The geoid height was determined by GEOID03.
 SY4176
 SY4176;                    North         East     Units Scale Factor Converg.
 SY4176;SPC WA N     -    73,770.480   385,262.903   MT  0.99997494   -1 08 14.0
 SY4176;SPC WA N     -   242,028.65  1,263,983.37   sFT  0.99997494   -1 08 14.0
 SY4176;UTM  10      - 5,277,961.691   548,001.901   MT  0.99962831   +0 28 20.8
 SY4176
 SY4176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4176!SPC WA N     -   1.00000245  x   0.99997494  =   0.99997739
 SY4176!UTM  10      -   1.00000245  x   0.99962831  =   0.99963076
 SY4176
 SY4176|---------------------------------------------------------------------|
 SY4176| PID    Reference Object                     Distance      Geod. Az  |
 SY4176|                                                           dddmmss.s |
 SY4176| SY4186 SEATTLE PSP+L S TWR                 132.102 METERS 17551     |
 SY4176| SY4177 EWING                               108.157 METERS 18036     |
 SY4176| SY4072 15TH AVENUE BRIDGE                  APPROX. 1.4 KM 3034742.3 |
 SY4176|---------------------------------------------------------------------|
 SY4176
 SY4176                          SUPERSEDED SURVEY CONTROL
 SY4176
 SY4176  NAD 83(1986)-  47 39 11.76538(N)    122 21 38.79267(W) AD(       ) 3
 SY4176  NAD 27      -  47 39 12.41328(N)    122 21 34.33751(W) AD(       ) 3
 SY4176  NGVD 29 (07/19/86)    7.0    (m)           23.     (f) VERT ANG       
 SY4176
 SY4176.Superseded values are not recommended for survey control.
 SY4176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4176.See file dsdata.txt to determine how the superseded data were derived.
 SY4176
 SY4176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4800277962(NAD 83)
 SY4176_MARKER: DD = SURVEY DISK
 SY4176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4176_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY4176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4176+STABILITY: SURFACE MOTION
 SY4176
 SY4176  HISTORY     - Date     Condition        Report By
 SY4176  HISTORY     - 1977     MONUMENTED       USE
 SY4176  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4176
 SY4176                          STATION DESCRIPTION
 SY4176
 SY4176'DESCRIBED BY US ENGINEERS 1977 (RBM)
 SY4176'THE STATION IS LOCATED IN THE FREMONT DISTRICT OF THE CITY
 SY4176'OF SEATTLE, ABOUT 5/8 MILE WEST OF THE NORTH END OF THE
 SY4176'AURORA AVENUE BRIDGE AND ABOUT 135 METERS SOUTHWEST OF THE
 SY4176'INTERSECTION OF 36TH STREET WEST AND SECOND AVENUE NORTHWEST.
 SY4176'
 SY4176'THE STATION IS A CORPS OF ENGINEERS DISK,
 SY4176'STAMPED---FE 2---SET INTO THE TOP OF A 5 INCH SQUARE CONCRETE
 SY4176'MONUMENT PROJECTING 12 INCHES.  IT IS ON A SLOPING BANK 28
 SY4176'FEET SOUTH OF THE NORTHWEST LEG OF A LARGE POWER TRANSMISSION
 SY4176'TOWER, 17 FEET NORTH OF THE NORTH SHORE OF THE LAKE WASHINGTON
 SY4176'SHIP CANAL AND 10.0 FEET NORTH OF THE EAST LEG OF A CABLE
 SY4176'CROSSING SIGN,
 SY4176
 SY4176                          STATION RECOVERY (2001)
 SY4176
 SY4176'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4176' 
 SY4176' 
 SY4176' 
 SY4176' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3106 ***********************************************************************
 SY3106  DESIGNATION -  FED
 SY3106  PID         -  SY3106
 SY3106  STATE/COUNTY-  WA/PIERCE
 SY3106  USGS QUAD   -  MC NEIL ISLAND (1994)
 SY3106
 SY3106                         *CURRENT SURVEY CONTROL
 SY3106  ___________________________________________________________________
 SY3106* NAD 83(1991)-  47 11 30.16406(N)    122 40 37.55207(W)     ADJUSTED  
 SY3106* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SY3106  ___________________________________________________________________
 SY3106  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 SY3106  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 SY3106
 SY3106  HORZ ORDER  -  SECOND
 SY3106
 SY3106.The horizontal coordinates were established by classical geodetic methods
 SY3106.and adjusted by the National Geodetic Survey in December 1991..
 SY3106
 SY3106.The orthometric height was scaled from a topographic map.
 SY3106
 SY3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3106
 SY3106.The geoid height was determined by GEOID03.
 SY3106
 SY3106;                    North         East     Units Scale Factor Converg.
 SY3106;SPC WA S     -   208,842.103   335,037.647   MT  0.99997068   -1 34 53.2
 SY3106;SPC WA S     -   685,176.13  1,099,202.68   sFT  0.99997068   -1 34 53.2
 SY3106;UTM  10      - 5,226,519.321   524,460.868   MT  0.99960735   +0 14 12.8
 SY3106
 SY3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3106!SPC WA S     -   1.00000336  x   0.99997068  =   0.99997404
 SY3106!UTM  10      -   1.00000336  x   0.99960735  =   0.99961071
 SY3106
 SY3106:                Primary Azimuth Mark                     Grid Az
 SY3106:SPC WA S     -  HOT                                      198 40 26.5
 SY3106:UTM  10      -  HOT                                      196 51 20.5
 SY3106
 SY3106|---------------------------------------------------------------------|
 SY3106| PID    Reference Object                     Distance      Geod. Az  |
 SY3106|                                                           dddmmss.s |
 SY3106| SY3069 HOT                                 APPROX. 1.2 KM 1970533.3 |
 SY3106| CE4007 FED RM 1                             24.709 METERS 30411     |
 SY3106| CE4008 FED RM 2                             15.751 METERS 34215     |
 SY3106|---------------------------------------------------------------------|
 SY3106
 SY3106                          SUPERSEDED SURVEY CONTROL
 SY3106
 SY3106  NAD 83(1986)-  47 11 30.15868(N)    122 40 37.56152(W) AD(       ) 2
 SY3106  NAD 27      -  47 11 30.80000(N)    122 40 33.10500(W) AD(       ) 2
 SY3106
 SY3106.Superseded values are not recommended for survey control.
 SY3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3106.See file dsdata.txt to determine how the superseded data were derived.
 SY3106
 SY3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2446126519(NAD 83)
 SY3106_MARKER: DS = TRIANGULATION STATION DISK
 SY3106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3106
 SY3106  HISTORY     - Date     Condition        Report By
 SY3106  HISTORY     - 1924     MONUMENTED       CGS
 SY3106  HISTORY     - 1935     GOOD             CGS
 SY3106
 SY3106                          STATION DESCRIPTION
 SY3106
 SY3106'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3106'STATION IS ON THE SOUTHERN END OF MC NEILL ISLAND FACING BALCH
 SY3106'PASSAGE.  THE STATION IS ON THE BEACH AND IS 15 METERS BELOW THE
 SY3106'HIGH-WATER MARK.  IT IS 3/4 MILE N OF THE FEDERAL PENITENTIARY.
 SY3106'
 SY3106'STATION AND REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 SY3106'DISKS SET IN CONCRETE.
 SY3106'
 SY3106'THE REFERENCE MARKS WERE BOTH PLACED AT THE HIGH-WATER MARK.
 SY3106'
 SY3106'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3106
 SY3106                          STATION RECOVERY (1935)
 SY3106
 SY3106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3106'STATION RECOVERED IN PUGET SOUND ON THE EXTREME SOUTHERN POINT OF
 SY3106'MC NEIL ISLAND, 350 METERS E OF THE FERRY DOCK WHICH IS 1 MILE W
 SY3106'OF THE FEDERAL PENITENTIARY.  THE STATION IS ABOUT 20 METERS
 SY3106'OFFSHORE FROM THE BLUFF LINE.  FROM THE STATION THE OFFSHORE END
 SY3106'OF THE FERRY RAMP IS IN RANGE WITH THE N TANGENT OF EAGLE
 SY3106'ISLAND.  STATION SEES THE DOCK AT THE PENITENTIARY.
 SY3106'
 SY3106'REFERENCE MARKS LOST.  NEW REFERENCE MARKS AS FOLLOWS--
 SY3106'
 SY3106'REFERENCE MARK NO.1 1935, IS MARKED BY
 SY3106'A STANDARD BRONZE DISK IN A BOULDER TO EASTWARD DISTANT 15.138
 SY3106'METERS.
 SY3106'
 SY3106'REFERENCE MARK NO.2 1935, IS MARKED BY
 SY3106'A STANDARD BRONZE DISK SET IN CONCRETE, 10 METERS OFFSHORE FROM
 SY3106'HIGH-WATER LINE, DISTANT 5.980 METERS FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4230 ***********************************************************************
 SY4230  DESIGNATION -  FEDERAL
 SY4230  PID         -  SY4230
 SY4230  STATE/COUNTY-  WA/KING
 SY4230  USGS QUAD   -  POVERTY BAY (1994)
 SY4230
 SY4230                         *CURRENT SURVEY CONTROL
 SY4230  ___________________________________________________________________
 SY4230* NAD 83(1991)-  47 36 15.13051(N)    122 20 10.45034(W)     ADJUSTED  
 SY4230* NAVD 88     -        49.3    (meters)     162.     (feet)  VERTCON   
 SY4230  ___________________________________________________________________
 SY4230  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 SY4230  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY4230
 SY4230  HORZ ORDER  -  SECOND
 SY4230
 SY4230.The horizontal coordinates were established by classical geodetic methods
 SY4230.and adjusted by the National Geodetic Survey in December 1991..
 SY4230.No horizontal observational check was made to the station.
 SY4230
 SY4230.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4230
 SY4230.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4230
 SY4230.The geoid height was determined by GEOID03.
 SY4230
 SY4230;                    North         East     Units Scale Factor Converg.
 SY4230;SPC WA N     -    68,279.927   386,999.372   MT  0.99998219   -1 07 08.2
 SY4230;SPC WA N     -   224,015.06  1,269,680.44   sFT  0.99998219   -1 07 08.2
 SY4230;UTM  10      - 5,272,523.973   549,891.231   MT  0.99963059   +0 29 24.7
 SY4230
 SY4230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4230!SPC WA N     -   0.99999599  x   0.99998219  =   0.99997818
 SY4230!UTM  10      -   0.99999599  x   0.99963059  =   0.99962658
 SY4230
 SY4230|---------------------------------------------------------------------|
 SY4230| PID    Reference Object                     Distance      Geod. Az  |
 SY4230|                                                           dddmmss.s |
 SY4230| SY4222 NORTHERN LIFE TOWER CENTER FP       389.150 METERS 00817     |
 SY4230| SY4561 SEATTLE FIRST NAT BANK BLDG LT      260.109 METERS 03855     |
 SY4230| CF6624 FEDERAL RM 2                         11.239 METERS 05622     |
 SY4230| SY4228 FEDERAL BUILDING FLAGPOLE             9.224 METERS 05818     |
 SY4230| SY4528 SEATTLE ST JAMES CATHOLIC CHURCH N  APPROX. 0.8 KM 0625346.9 |
 SY4230| SY4527 SEATTLE ST JAMES CATHOLIC CHURCH S  APPROX. 0.8 KM 0644910.2 |
 SY4230| SY4513 SEATTLE SMITH BUILDING FLAGPOLE     413.673 METERS 1272453.4 |
 SY4230| SY4467 KING STREET STATION TOWER           APPROX. 0.8 KM 1440135.7 |
 SY4230| SY4578 SEATTLE KINGDOME FS                 APPROX. 1.0 KM 1601648.0 |
 SY4230| SY4223 PUGET SOUND TRANSIT LT PWR CO CHIMN 192.168 METERS 16409     |
 SY4230| SY4477 SEARS ROEBUCK FLAGPOLE              APPROX. 2.6 KM 1783257.3 |
 SY4230| SY4251 FORD TANK                           APPROX. 5.3 KM 1823852.4 |
 SY4230| SY4260 FORD STACK                          APPROX. 5.2 KM 1831306.1 |
 SY4230| SY4280 DIAMOND CEMENT STACK                APPROX. 4.0 KM 1861750.4 |
 SY4230| SY4498 SPOKANE STREET DOCK WATER TANK      APPROX. 3.5 KM 1874119.2 |
 SY4230| SY4271 ALBERS TANK                         APPROX. 1.8 KM 1912101.5 |
 SY4230| SY4298 OIL STATION WATER TANK              APPROX. 3.1 KM 1945653.7 |
 SY4230| SY4621 MYRTLE STREET TANK                  APPROX. 7.8 KM 2032542.4 |
 SY4230| SY4450 FISHERS MILL TALL TANK              APPROX. 3.6 KM 2054107.3 |
 SY4230| SY4319 SEATTLE RADIO STATION KOL TOWER     APPROX. 2.3 KM 2063342.0 |
 SY4230| SY4370 SEATTLE RADIO STA KNBX TOWER        APPROX. 3.8 KM 2160946.1 |
 SY4230| SY4653 W SEATTLE HOLY ROSARY CHURCH CROSS  APPROX. 5.7 KM 2204015.4 |
 SY4230| SY4650 W SEATTLE MUNICIPAL STANDPIPE       APPROX. 5.1 KM 2220607.4 |
 SY4230| SY4478 COLMANS DOCK TOWER LIGHT            354.161 METERS 23930     |
 SY4230| SY4267 CANADIAN NATIONAL DOCK BALL         350.236 METERS 25410     |
 SY4230| SY4581 DUWAMISH LIGHT                      APPROX. 3.9 KM 2605333.8 |
 SY4230| SY4593 DUWAMISH HEAD LIGHT                 APPROX. 3.9 KM 2605407.5 |
 SY4230| SY4672 DUWAMISH HEAD LT 2                  APPROX. 3.9 KM 2612119.2 |
 SY4230| SY0444 PIER 41                             APPROX. 4.3 KM 3050928.5 |
 SY4230| SY4732 FLAGPOLE NEAR STA ALDER HIGH        APPROX. 5.3 KM 3054014.3 |
 SY4230| SY4313 BELL STREET DOCK TANK               APPROX. 1.3 KM 3090207.2 |
 SY4230| SY4329 AMERICAN CAN CO TANK                APPROX. 1.7 KM 3114930.9 |
 SY4230| SY4702 ROUND BOTTOM                        APPROX. 7.2 KM 3132522.3 |
 SY4230| CF6623 FEDERAL RM 1                          2.933 METERS 32906     |
 SY4230| SY4499 TERMINAL SALES BLDG FLAGPOLE        APPROX. 0.9 KM 3290944.0 |
 SY4230| SY4314 SEATTLE SPACE NEEDLE                APPROX. 2.1 KM 3313434.2 |
 SY4230| SY4246 RHODES WEST RADIO TOWER             444.526 METERS 3341228.9 |
 SY4230| SY4243 RHODES TANK APEX                    405.234 METERS 3391458.8 |
 SY4230| SY4240 RHODES EAST RADIO TOWER             412.226 METERS 3433034.6 |
 SY4230|---------------------------------------------------------------------|
 SY4230
 SY4230                          SUPERSEDED SURVEY CONTROL
 SY4230
 SY4230  NAD 83(1986)-  47 36 15.12442(N)    122 20 10.45606(W) AD(       ) 2
 SY4230  NAD 27      -  47 36 15.77116(N)    122 20 06.00228(W) AD(       ) 2
 SY4230  NGVD 29 (07/19/86)   48.2    (m)          158.     (f) VERT ANG       
 SY4230
 SY4230.Superseded values are not recommended for survey control.
 SY4230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4230.See file dsdata.txt to determine how the superseded data were derived.
 SY4230
 SY4230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4989172524(NAD 83)
 SY4230_MARKER: DS = TRIANGULATION STATION DISK
 SY4230_SETTING: 0 = UNSPECIFIED SETTING
 SY4230
 SY4230  HISTORY     - Date     Condition        Report By
 SY4230  HISTORY     - 1933     MONUMENTED       CGS
 SY4230  HISTORY     - 1936     GOOD             CGS
 SY4230  HISTORY     - 1940     GOOD             CGS
 SY4230  HISTORY     - 1943     GOOD             CGS
 SY4230  HISTORY     - 1962     GOOD             CGS
 SY4230  HISTORY     - 1963     GOOD             CGS
 SY4230  HISTORY     - 1969     GOOD             CGS
 SY4230  HISTORY     - 1973     GOOD             NGS
 SY4230  HISTORY     - 1980     GOOD             NOS
 SY4230
 SY4230                          STATION DESCRIPTION
 SY4230
 SY4230'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY4230'STATION IS A STANDARD BRONZE DISK SET IN CONCRETE IN AN INVERTED
 SY4230'WASH BASIN ON THE HIGHEST ROOF OF THE FEDERAL OFFICE BUILDING IN
 SY4230'SEATTLE.
 SY4230'
 SY4230'THE REFERENCE MARKS ARE BOTH STANDARD DISKS SCREWED INTO THE TERRA
 SY4230'COTTA COPING OF THE WALL SURROUNDING THE ROOF, AND LOCATED AS SHOWN
 SY4230'ON THE SKETCH.
 SY4230'
 SY4230'REFERENCE MARK NO.1 IS IN THE TOP OF THE N PARAPET WALL 6 FEET FROM
 SY4230'THE NW CORNER.  REFERENCE MARK NO.2 IS IN THE TOP OF THE E PARAPET
 SY4230'WALL AT ITS MIDDLE.
 SY4230
 SY4230                          STATION RECOVERY (1936)
 SY4230
 SY4230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY4230'STATION RECOVERED AS DESCRIBED, EXCEPT THAT DIRECTION OF REFERENCE
 SY4230'MARK NO.2 IS GIVEN AS 156 DEG 24 MIN RATHER THAN 186 DEG 24 MIN AS
 SY4230'SHOWN IN ORIGINAL DESCRIPTION AND DIRECTION OF FLAGPOLE IS GIVEN AS
 SY4230'167 DEG 28 MIN 23.7 SEC RATHER THAN 188 DEG 20 MIN 25.2 SEC.
 SY4230
 SY4230                          STATION RECOVERY (1940)
 SY4230
 SY4230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (FHH)
 SY4230'THE STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 SY4230'
 SY4230'STATION IS A STANDARD DISK SET IN CONCRETE IN AN INVERTED WASH BASIN
 SY4230'ON THE HIGHEST ROOF OF THE FEDERAL OFFICE BLDG. IN SEATTLE.  THE
 SY4230'REFERENCE MARKS ARE BOTH STANDARD DISKS SCREWED INTO THE TERRA COTTA
 SY4230'COPING OF THE WALL SURROUNDING THE ROOF AND LOCATED AS SHOWN IN
 SY4230'THE SKETCH.
 SY4230'
 SY4230'R. M. NO. 1 IS IN THE TOP OF THE NORTH PARAPET WALL 6 FT. FROM THE
 SY4230'N.W. CORNER.  R. M. NO. 2 IS IN THE TOP OF THE EAST PARAPET WALL
 SY4230'AT ITS MIDDLE.
 SY4230
 SY4230                          STATION RECOVERY (1943)
 SY4230
 SY4230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4230'REFERENCE MARKS ARE BRONZE DISKS IN TOP OF PARAPET WALL.  STATION
 SY4230'MARK IS BRONZE DISK IN MOUND OF CONCRETE IN FLAT ROOF.
 SY4230
 SY4230                          STATION RECOVERY (1962)
 SY4230
 SY4230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY4230'ALL MARKS ARE IN GOOD CONDITION AND THE PREVIOUS DESCRIPTIONS ARE
 SY4230'ADEQUATE.  THE 1962 MEASUREMENTS TO EACH OF THE MARKS ARE 7
 SY4230'MILLIMETERS SHORTER THAN THE PREVIOUS MEASUREMENTS.  THE DIRECTIONS
 SY4230'TO THE MARKS CHECK AND NO MOVEMENT OF ANY OF THE MARKS IS INDICATED.
 SY4230
 SY4230                          STATION RECOVERY (1963)
 SY4230
 SY4230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4230'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SY4230'CONDITION.
 SY4230'
 SY4230'THE STATION IS A STANDARD DISK STAMPED FEDERAL 1933.  THE REFERENCE
 SY4230'MARKS ARE STAMPED RM 1 AND RM 2 RESPECTIVELY.
 SY4230'
 SY4230'SEATTLE, WORLDS FAIR SPACE NEEDLE, 1962 CAN SERVE AS AN AZIMUTH.
 SY4230
 SY4230                          STATION RECOVERY (1969)
 SY4230
 SY4230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 SY4230'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 SY4230'DESCRIBED.
 SY4230'
 SY4230'THE FLAGPOLE WAS NOT MEASURED TO.
 SY4230'
 SY4230'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 SY4230'
 SY4230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT SEATTLE.
 SY4230
 SY4230                          STATION RECOVERY (1973)
 SY4230
 SY4230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY4230'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SY4230'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 SY4230'COMPARED FAVORABLY WITH 1940 OBSERVATIONS.  THERE IS NO AZIMUTH
 SY4230'MARK.
 SY4230'
 SY4230'THE 1940 DESCRIPTION IS ADEQUATE.
 SY4230'
 SY4230'HEIGHT OF LIGHT ABOVE STATION MARK 5.2 FEET.
 SY4230'
 SY4230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN SEATTLE.
 SY4230
 SY4230                          STATION RECOVERY (1980)
 SY4230
 SY4230'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY4230'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 SY4230'CONDITION.
 SY4230'
 SY4230'THE STATION IS A C+GS DISK STAMPED---FEDERAL 1933---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4228 ***********************************************************************
 SY4228  DESIGNATION -  FEDERAL BUILDING FLAGPOLE
 SY4228  PID         -  SY4228
 SY4228  STATE/COUNTY-  WA/KING
 SY4228  USGS QUAD   -  POVERTY BAY (1994)
 SY4228
 SY4228                         *CURRENT SURVEY CONTROL
 SY4228  ___________________________________________________________________
 SY4228* NAD 83(1991)-  47 36 15.28743(N)    122 20 10.07462(W)     ADJUSTED  
 SY4228* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 SY4228  ___________________________________________________________________
 SY4228  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 SY4228  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY4228
 SY4228  HORZ ORDER  -  THIRD
 SY4228
 SY4228.The horizontal coordinates were established by classical geodetic methods
 SY4228.and adjusted by the National Geodetic Survey in December 1991..
 SY4228.No horizontal observational check was made to the station.
 SY4228
 SY4228.The orthometric height was scaled from a topographic map.
 SY4228
 SY4228.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4228
 SY4228.The geoid height was determined by GEOID03.
 SY4228
 SY4228;                    North         East     Units Scale Factor Converg.
 SY4228;SPC WA N     -    68,284.619   387,007.313   MT  0.99998219   -1 07 07.9
 SY4228;SPC WA N     -   224,030.45  1,269,706.49   sFT  0.99998219   -1 07 07.9
 SY4228;UTM  10      - 5,272,528.884   549,899.034   MT  0.99963060   +0 29 25.0
 SY4228
 SY4228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4228!SPC WA N     -   1.00000213  x   0.99998219  =   0.99998432
 SY4228!UTM  10      -   1.00000213  x   0.99963060  =   0.99963273
 SY4228
 SY4228                          SUPERSEDED SURVEY CONTROL
 SY4228
 SY4228  NAD 83(1986)-  47 36 15.28116(N)    122 20 10.08079(W) AD(       ) 3
 SY4228  NAD 27      -  47 36 15.93000(N)    122 20 05.63000(W) AD(       ) 3
 SY4228
 SY4228.Superseded values are not recommended for survey control.
 SY4228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4228.See file dsdata.txt to determine how the superseded data were derived.
 SY4228
 SY4228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4989972529(NAD 83)
 SY4228_MARKER: 62 = FLAGPOLE
 SY4228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4228+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 SY4228
 SY4228  HISTORY     - Date     Condition        Report By
 SY4228  HISTORY     - 1933     FIRST OBSERVED   CGS
 SY4228  HISTORY     - 1934     GOOD             CGS
 SY4228  HISTORY     - 1983     GOOD             USPSQD
 SY4228  HISTORY     - 20040609 GOOD             USPSQD
 SY4228  HISTORY     - 20050430 GOOD             USPSQD
 SY4228
 SY4228                          STATION DESCRIPTION
 SY4228
 SY4228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4228'THE FLAGPOLE ON THE HIGHEST ROOF OF THE FEDERAL BUILDING.
 SY4228
 SY4228                          STATION RECOVERY (1983)
 SY4228
 SY4228'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4228'STATION RECOVERED GOOD.
 SY4228'
 SY4228'RECOVERED AS DESCRIBED.
 SY4228'
 SY4228'NOTE - THERE IS A NEW FEDERAL BUILDING ACROSS THE STREET FROM OLD
 SY4228'ONE.  COMPLETED 1982.
 SY4228
 SY4228                          STATION RECOVERY (2004)
 SY4228
 SY4228'RECOVERY NOTE BY US POWER SQUADRON 2004 (LJJ)
 SY4228'RECOVERED AS DESCRIBED
 SY4228
 SY4228                          STATION RECOVERY (2005)
 SY4228
 SY4228'RECOVERY NOTE BY US POWER SQUADRON 2005 (RSK)
 SY4228'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2528 ***********************************************************************
 SY2528  DESIGNATION -  FEDERAL WAY DIST 124 SPIPE 5B
 SY2528  PID         -  SY2528
 SY2528  STATE/COUNTY-  WA/KING
 SY2528  USGS QUAD   -  POVERTY BAY (1994)
 SY2528
 SY2528                         *CURRENT SURVEY CONTROL
 SY2528  ___________________________________________________________________
 SY2528* NAD 83(1991)-  47 19 51.30132(N)    122 15 58.76954(W)     ADJUSTED  
 SY2528* NAVD 88     -                                                        
 SY2528  ___________________________________________________________________
 SY2528  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 SY2528  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SY2528
 SY2528  HORZ ORDER  -  THIRD
 SY2528
 SY2528.The horizontal coordinates were established by classical geodetic methods
 SY2528.and adjusted by the National Geodetic Survey in December 1991..
 SY2528
 SY2528
 SY2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2528
 SY2528.The geoid height was determined by GEOID03.
 SY2528
 SY2528;                    North         East     Units Scale Factor Converg.
 SY2528;SPC WA N     -    37,800.797   391,689.517   MT  1.00003583   -1 04 00.8
 SY2528;SPC WA N     -   124,018.11  1,285,068.02   sFT  1.00003583   -1 04 00.8
 SY2528;SPC WA S     -   223,536.149   366,503.324   MT  0.99999945   -1 16 59.0
 SY2528;SPC WA S     -   733,384.85  1,202,436.32   sFT  0.99999945   -1 16 59.0
 SY2528;UTM  10      - 5,242,199.751   555,432.632   MT  0.99963776   +0 32 22.1
 SY2528
 SY2528                          SUPERSEDED SURVEY CONTROL
 SY2528
 SY2528  NAD 83(1986)-  47 19 51.29455(N)    122 15 58.78120(W) AD(       ) 4
 SY2528  NAD 27      -  47 19 51.93322(N)    122 15 54.34361(W) AD(       ) 3
 SY2528
 SY2528.Superseded values are not recommended for survey control.
 SY2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2528.See file dsdata.txt to determine how the superseded data were derived.
 SY2528
 SY2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5543342200(NAD 83)
 SY2528
 SY2528  HISTORY     - Date     Condition        Report By
 SY2528  HISTORY     - 1973     MONUMENTED       NGS
 SY2528
 SY2528                          STATION DESCRIPTION
 SY2528
 SY2528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2528'POINT INTERSECTED IS THE TOP CENTER OF KING COUNTY WATER DISTRICT
 SY2528'124 STANDPIPE NO. 5B.  THE STANDPIPE IS LOCATED ABOUT 2 MILES
 SY2528'EAST-NORTHEAST OF FEDERAL WAY, ABOUT 1-1/2 MILE WEST OF AUBURN
 SY2528'AND ABOUT 1 MILE WEST OF STATE HIGHWAY 181.  IT IS PAINTED BLUE
 SY2528'AND IS APPROXIMATELY 115 FT. HIGH.
 SY2528'
 SY2528'THE STATION IS 0.05 MILE NORTH OF THE INTERSECTION OF 56TH AVE S
 SY2528'AND S 312TH ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2535 ***********************************************************************
 SY2535  DESIGNATION -  FEDERAL WAY DIST 124 SPIPE 1A
 SY2535  PID         -  SY2535
 SY2535  STATE/COUNTY-  WA/KING
 SY2535  USGS QUAD   -  POVERTY BAY (1994)
 SY2535
 SY2535                         *CURRENT SURVEY CONTROL
 SY2535  ___________________________________________________________________
 SY2535* NAD 83(1991)-  47 19 29.06063(N)    122 19 33.59651(W)     ADJUSTED  
 SY2535* NAVD 88     -                                                        
 SY2535  ___________________________________________________________________
 SY2535  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 SY2535  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY2535
 SY2535  HORZ ORDER  -  THIRD
 SY2535
 SY2535.The horizontal coordinates were established by classical geodetic methods
 SY2535.and adjusted by the National Geodetic Survey in December 1991..
 SY2535
 SY2535
 SY2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2535
 SY2535.The geoid height was determined by GEOID03.
 SY2535
 SY2535;                    North         East     Units Scale Factor Converg.
 SY2535;SPC WA N     -    37,199.786   387,166.369   MT  1.00003730   -1 06 40.8
 SY2535;SPC WA N     -   122,046.30  1,270,228.33   sFT  1.00003730   -1 06 40.8
 SY2535;SPC WA S     -   222,952.187   361,978.118   MT  0.99999804   -1 19 35.0
 SY2535;SPC WA S     -   731,468.97  1,187,589.88   sFT  0.99999804   -1 19 35.0
 SY2535;UTM  10      - 5,241,472.454   550,929.922   MT  0.99963188   +0 29 43.9
 SY2535
 SY2535                          SUPERSEDED SURVEY CONTROL
 SY2535
 SY2535  NAD 83(1986)-  47 19 29.05442(N)    122 19 33.60824(W) AD(       ) 4
 SY2535  NAD 27      -  47 19 29.69530(N)    122 19 29.16646(W) AD(       ) 3
 SY2535
 SY2535.Superseded values are not recommended for survey control.
 SY2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2535.See file dsdata.txt to determine how the superseded data were derived.
 SY2535
 SY2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5093041472(NAD 83)
 SY2535
 SY2535  HISTORY     - Date     Condition        Report By
 SY2535  HISTORY     - 1973     MONUMENTED       NGS
 SY2535  HISTORY     - 20041120 GOOD             USPSQD
 SY2535
 SY2535                          STATION DESCRIPTION
 SY2535
 SY2535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2535'POINT INTERSECTED IS THE TOP CENTER OF KING COUNTY WATER DISTRICT
 SY2535'NO. 124 STANDPIPE 1A.  THE STANDPIPE IS IN THE NORTH PART OF
 SY2535'FEDERAL WAY, ABOUT 1/2 MILE WEST OF PACIFIC HIGHWAY S.  IT IS THE
 SY2535'TALLEST OF TWO STANDPIPES AND HAS AN ANTENNA ATTACHED TO THE EAST
 SY2535'SIDE.  THE STANDPIPE IS 0.05 MILE WEST OF THE INTERSECTION OF
 SY2535'8TH AVE S AND S 309TH PLACE.
 SY2535
 SY2535                          STATION RECOVERY (2004)
 SY2535
 SY2535'RECOVERY NOTE BY US POWER SQUADRON 2004 (BKK)
 SY2535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2521 ***********************************************************************
 SY2521  DESIGNATION -  FEDERAL WAY DIST 64 SPIPE
 SY2521  PID         -  SY2521
 SY2521  STATE/COUNTY-  WA/KING
 SY2521  USGS QUAD   -  POVERTY BAY (1994)
 SY2521
 SY2521                         *CURRENT SURVEY CONTROL
 SY2521  ___________________________________________________________________
 SY2521* NAD 83(1991)-  47 19 13.41223(N)    122 15 57.37435(W)     ADJUSTED  
 SY2521* NAVD 88     -       161.     (meters)     528.     (feet)  SCALED    
 SY2521  ___________________________________________________________________
 SY2521  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 SY2521  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SY2521
 SY2521  HORZ ORDER  -  THIRD
 SY2521
 SY2521.The horizontal coordinates were established by classical geodetic methods
 SY2521.and adjusted by the National Geodetic Survey in December 1991..
 SY2521
 SY2521.The orthometric height was scaled from a topographic map.
 SY2521
 SY2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2521
 SY2521.The geoid height was determined by GEOID03.
 SY2521
 SY2521;                    North         East     Units Scale Factor Converg.
 SY2521;SPC WA N     -    36,630.299   391,697.024   MT  1.00003834   -1 03 59.8
 SY2521;SPC WA N     -   120,177.91  1,285,092.65   sFT  1.00003834   -1 03 59.8
 SY2521;SPC WA S     -   222,365.677   366,506.415   MT  0.99999706   -1 16 58.0
 SY2521;SPC WA S     -   729,544.73  1,202,446.46   sFT  0.99999706   -1 16 58.0
 SY2521;UTM  10      - 5,241,030.391   555,472.931   MT  0.99963782   +0 32 22.8
 SY2521
 SY2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2521!SPC WA N     -   0.99997831  x   1.00003834  =   1.00001665
 SY2521!SPC WA S     -   0.99997831  x   0.99999706  =   0.99997537
 SY2521!UTM  10      -   0.99997831  x   0.99963782  =   0.99961614
 SY2521
 SY2521                          SUPERSEDED SURVEY CONTROL
 SY2521
 SY2521  NAD 83(1986)-  47 19 13.40551(N)    122 15 57.38627(W) AD(       ) 4
 SY2521  NAD 27      -  47 19 14.04365(N)    122 15 52.95140(W) AD(       ) 3
 SY2521
 SY2521.Superseded values are not recommended for survey control.
 SY2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2521.See file dsdata.txt to determine how the superseded data were derived.
 SY2521
 SY2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5547341030(NAD 83)
 SY2521
 SY2521  HISTORY     - Date     Condition        Report By
 SY2521  HISTORY     - 1955     MONUMENTED       CGS
 SY2521  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SY2521
 SY2521                          STATION DESCRIPTION
 SY2521
 SY2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2521'THE STATION IS LOCATED IN THE DISTRICT KNOWN AS AUBURN HEIGHTS
 SY2521'PARK, IN THE WATER DISTRICT NO. 64 OF KING COUNTY.  THE STRUCTURE
 SY2521'IS PAINTED ALUMINUM AND IS 68 FEET IN HEIGHT.  THE POINT
 SY2521'INTERSECTED WAS THE APEX AT THE TOP.
 SY2521'
 SY2521'TO REACH THE STATION FROM THE POST OFFICE IN MIDWAY, GO SOUTH ON
 SY2521'U.S. HIGHWAY 99 FOR 6.4 MILES TO ITS JUNCTION WITH STATE ROUTE 5,
 SY2521'TURN LEFT AND GO EAST ON STATE ROUTE 5 FOR 1.5 MILES TO A SIDE ROAD
 SY2521'LEFT, TURN LEFT AND GO EAST-NORTHEAST FOR 0.15 MILE TO A GRAVEL
 SY2521'ROAD LEFT, TAKE LEFT FORK AS PER SIGN (AUBURN HEIGHTS PARK) FOR
 SY2521'0.2 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.45 MILE TO S
 SY2521'316TH ST., TURN RIGHT AND GO EAST FOR 0.15 MILE TO 55TH AVE S,
 SY2521'TURN LEFT AND GO NORTH FOR 0.1 MILE TO A T-ROAD RIGHT INTO
 SY2521'STATION.
 SY2521
 SY2521                          STATION RECOVERY (1973)
 SY2521
 SY2521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2521'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  THE STATION IS THE
 SY2521'APEX OF THE KING COUNTY WATER DISTRICT NO. 64 STANDPIPE, WHICH IS
 SY2521'ABOUT 2-1/4 MILES NORTHWEST OF AUBURN, 2 MILES EAST OF FEDERAL WAY
 SY2521'AND 0.2 MILE NORTHEAST OF THE INTERSECTION OF S 316TH ST. AND 55
 SY2521'AVE S IN FEDERAL WAY.  THE STANDPIPE IS APPROXIMATELY 68 FEET
 SY2521'HIGH.
 SY2521'
 SY2521'THIS STATION WAS PREVIOUSLY LISTED AS AUBURN HEIGHTS, WATER
 SY2521'DIST. 64, STANDPIPE.
 SY2521'
 SY2521'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WATER 1955,
 SY2521'THE DISTANCE BEING 54.29 FEET OR 16.548 METERS WEST OF THE
 SY2521'TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2531 ***********************************************************************
 SY2531  DESIGNATION -  FEDERAL WAY DIST 75 TANK
 SY2531  PID         -  SY2531
 SY2531  STATE/COUNTY-  WA/KING
 SY2531  USGS QUAD   -  POVERTY BAY (1994)
 SY2531
 SY2531                         *CURRENT SURVEY CONTROL
 SY2531  ___________________________________________________________________
 SY2531* NAD 83(1991)-  47 21 03.94925(N)    122 18 08.85919(W)     ADJUSTED  
 SY2531* NAVD 88     -                                                        
 SY2531  ___________________________________________________________________
 SY2531  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 SY2531  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 SY2531
 SY2531  HORZ ORDER  -  THIRD
 SY2531
 SY2531.The horizontal coordinates were established by classical geodetic methods
 SY2531.and adjusted by the National Geodetic Survey in December 1991..
 SY2531
 SY2531
 SY2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2531
 SY2531.The geoid height was determined by GEOID03.
 SY2531
 SY2531;                    North         East     Units Scale Factor Converg.
 SY2531;SPC WA N     -    40,095.522   389,001.388   MT  1.00003110   -1 05 37.7
 SY2531;SPC WA N     -   131,546.73  1,276,248.72   sFT  1.00003110   -1 05 37.7
 SY2531;SPC WA S     -   225,840.912   363,823.944   MT  1.00000411   -1 18 33.5
 SY2531;SPC WA S     -   740,946.39  1,193,645.72   sFT  1.00000411   -1 18 33.5
 SY2531;UTM  10      - 5,244,417.326   552,682.317   MT  0.99963411   +0 30 47.0
 SY2531
 SY2531                          SUPERSEDED SURVEY CONTROL
 SY2531
 SY2531  NAD 83(1986)-  47 21 03.94284(N)    122 18 08.87020(W) AD(       ) 4
 SY2531  NAD 27      -  47 21 04.58228(N)    122 18 04.42958(W) AD(       ) 3
 SY2531
 SY2531.Superseded values are not recommended for survey control.
 SY2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2531.See file dsdata.txt to determine how the superseded data were derived.
 SY2531
 SY2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5268244417(NAD 83)
 SY2531
 SY2531  HISTORY     - Date     Condition        Report By
 SY2531  HISTORY     - 1973     MONUMENTED       NGS
 SY2531  HISTORY     - 19961109 GOOD             USPSQD
 SY2531
 SY2531                          STATION DESCRIPTION
 SY2531
 SY2531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2531'POINT INTERSECTED IS THE TOP CENTER OF KING COUNTY WATER DISTRICT
 SY2531'75 WATER TANK.  IT IS 1-1/2 MILE NORTH OF FEDERAL WAY, 1-1/2 MILE
 SY2531'SOUTH OF KENT AND NEAR THE HIGHEST PART OF A HILL.  THE TANK IS A
 SY2531'GROUND TANK, PAINTED SILVER, APPROXIMATELY 95 FEET HIGH AND
 SY2531'SURROUNDED BY TREES.  IT IS IN THE NORTHWEST ANGLE OF THE
 SY2531'INTERSECTION OF 28TH AVE S AND S 280TH ST.
 SY2531
 SY2531                          STATION RECOVERY (1996)
 SY2531
 SY2531'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2533 ***********************************************************************
 SY2533  DESIGNATION -  FEDERAL WAY DISTRICT 124 STANDPIPE 1B
 SY2533  PID         -  SY2533
 SY2533  STATE/COUNTY-  WA/KING
 SY2533  USGS QUAD   -  POVERTY BAY (1994)
 SY2533
 SY2533                         *CURRENT SURVEY CONTROL
 SY2533  ___________________________________________________________________
 SY2533* NAD 83(1991)-  47 19 22.80157(N)    122 18 24.41956(W)     ADJUSTED  
 SY2533* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 SY2533  ___________________________________________________________________
 SY2533  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 SY2533  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY2533
 SY2533  HORZ ORDER  -  THIRD
 SY2533
 SY2533.The horizontal coordinates were established by classical geodetic methods
 SY2533.and adjusted by the National Geodetic Survey in December 1991..
 SY2533
 SY2533.The orthometric height was scaled from a topographic map.
 SY2533
 SY2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2533
 SY2533.The geoid height was determined by GEOID03.
 SY2533
 SY2533;                    North         East     Units Scale Factor Converg.
 SY2533;SPC WA N     -    36,978.526   388,615.052   MT  1.00003771   -1 05 49.2
 SY2533;SPC WA N     -   121,320.38  1,274,981.22   sFT  1.00003771   -1 05 49.2
 SY2533;SPC WA S     -   222,725.495   363,425.902   MT  0.99999765   -1 18 44.8
 SY2533;SPC WA S     -   730,725.23  1,192,339.81   sFT  0.99999765   -1 18 44.8
 SY2533;UTM  10      - 5,241,291.975   552,383.652   MT  0.99963372   +0 30 34.8
 SY2533
 SY2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2533!SPC WA N     -   0.99997862  x   1.00003771  =   1.00001633
 SY2533!SPC WA S     -   0.99997862  x   0.99999765  =   0.99997627
 SY2533!UTM  10      -   0.99997862  x   0.99963372  =   0.99961235
 SY2533
 SY2533                          SUPERSEDED SURVEY CONTROL
 SY2533
 SY2533  NAD 83(1986)-  47 19 22.79629(N)    122 18 24.43380(W) AD(       ) 4
 SY2533  NAD 27      -  47 19 23.43631(N)    122 18 19.98867(W) AD(       ) 3
 SY2533
 SY2533.Superseded values are not recommended for survey control.
 SY2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2533.See file dsdata.txt to determine how the superseded data were derived.
 SY2533
 SY2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5238441292(NAD 83)
 SY2533_MARKER: 52 = STANDPIPE TANK
 SY2533
 SY2533  HISTORY     - Date     Condition        Report By
 SY2533  HISTORY     - 1973     FIRST OBSERVED   NGS
 SY2533  HISTORY     - 1983     GOOD             USPSQD
 SY2533  HISTORY     - 1987     GOOD             USPSQD
 SY2533  HISTORY     - 20041120 GOOD             USPSQD
 SY2533
 SY2533                          STATION DESCRIPTION
 SY2533
 SY2533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2533'POINT INTERSECTED IS THE TOP CENTER OF KING COUNTY WATER DISTRICT
 SY2533'124 STANDPIPE NO. 1B.  IT IS IN THE NORTH PART OF FEDERAL WAY,
 SY2533'ABOUT 1/3 MILE EAST OF PACIFIC HIGHWAY.  IT IS PAINTED TAN AND IS
 SY2533'APPROXIMATELY 80 FEET HIGH.
 SY2533'
 SY2533'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 99 (PACIFIC
 SY2533'HIGHWAY) AND S 312 ST. IN FEDERAL WAY, GO EAST ON S 312TH ST. FOR
 SY2533'0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.05
 SY2533'MILE TO STANDPIPE.
 SY2533'
 SY2533'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WEBB
 SY2533'2 1973, THE DISTANCE BEING 45.55 FEET OR 13.884 METERS SOUTHWEST
 SY2533'OF THE TRIANGULATION STATION.
 SY2533
 SY2533                          STATION RECOVERY (1983)
 SY2533
 SY2533'RECOVERY NOTE BY US POWER SQUADRON 1983 (PRH)
 SY2533'DESCRIPTION ADEQUATE AS DESCRIBED IN SEPT. 78 PUBLICATION.
 SY2533'
 SY2533'TOWER NOW PAINTED WHITE WITH RED STRIPES.
 SY2533
 SY2533                          STATION RECOVERY (1987)
 SY2533
 SY2533'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY2533'RECOVERED IN GOOD CONDITION.
 SY2533
 SY2533                          STATION RECOVERY (2004)
 SY2533
 SY2533'RECOVERY NOTE BY US POWER SQUADRON 2004 (BKK)
 SY2533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2534 ***********************************************************************
 SY2534  DESIGNATION -  FEDERAL WAY DISTRICT 124 STANDPIPE 4B
 SY2534  PID         -  SY2534
 SY2534  STATE/COUNTY-  WA/KING
 SY2534  USGS QUAD   -  POVERTY BAY (1994)
 SY2534
 SY2534                         *CURRENT SURVEY CONTROL
 SY2534  ___________________________________________________________________
 SY2534* NAD 83(1991)-  47 19 59.18422(N)    122 18 31.14022(W)     ADJUSTED  
 SY2534* NAVD 88     -                                                        
 SY2534  ___________________________________________________________________
 SY2534  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 SY2534  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 SY2534
 SY2534  HORZ ORDER  -  THIRD
 SY2534
 SY2534.The horizontal coordinates were established by classical geodetic methods
 SY2534.and adjusted by the National Geodetic Survey in December 1991..
 SY2534
 SY2534
 SY2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2534
 SY2534.The geoid height was determined by GEOID03.
 SY2534
 SY2534;                    North         East     Units Scale Factor Converg.
 SY2534;SPC WA N     -    38,104.654   388,495.485   MT  1.00003531   -1 05 54.3
 SY2534;SPC WA N     -   125,015.02  1,274,588.94   sFT  1.00003531   -1 05 54.3
 SY2534;SPC WA S     -   223,852.022   363,310.574   MT  0.99999995   -1 18 49.7
 SY2534;SPC WA S     -   734,421.18  1,191,961.44   sFT  0.99999995   -1 18 49.7
 SY2534;UTM  10      - 5,242,413.855   552,232.617   MT  0.99963353   +0 30 30.1
 SY2534
 SY2534                          SUPERSEDED SURVEY CONTROL
 SY2534
 SY2534  NAD 83(1986)-  47 19 59.17773(N)    122 18 31.15180(W) AD(       ) 4
 SY2534  NAD 27      -  47 19 59.81889(N)    122 18 26.70887(W) AD(       ) 3
 SY2534
 SY2534.Superseded values are not recommended for survey control.
 SY2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2534.See file dsdata.txt to determine how the superseded data were derived.
 SY2534
 SY2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5223342414(NAD 83)
 SY2534_MARKER: 52 = STANDPIPE TANK
 SY2534
 SY2534  HISTORY     - Date     Condition        Report By
 SY2534  HISTORY     - 1973     FIRST OBSERVED   NGS
 SY2534  HISTORY     - 1983     GOOD             USPSQD
 SY2534  HISTORY     - 1987     GOOD             USPSQD
 SY2534  HISTORY     - 20041120 GOOD             USPSQD
 SY2534
 SY2534                          STATION DESCRIPTION
 SY2534
 SY2534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2534'THE POINT INTERSECTED WAS THE TOP CENTER OF THE KING COUNTY WATER
 SY2534'DISTRICT 124 STANDPIPE NO. 4B, WHICH IS LOCATED ABOUT 3/4 MILE
 SY2534'NORTH OF FEDERAL WAY, 1/4 MILE EAST OF STATE HIGHWAY 99 AND NEAR
 SY2534'THE HIGHEST PART OF A HILL.  THE STANDPIPE IS PAINTED BLUE, IS
 SY2534'ABOUT 115 FEET HIGH AND IS SURROUNDED BY TREES.  IT IS IN THE
 SY2534'SOUTHWEST QUADRANT OF 20TH AVE S AND S 300TH ST.
 SY2534
 SY2534                          STATION RECOVERY (1983)
 SY2534
 SY2534'RECOVERY NOTE BY US POWER SQUADRON 1983 (PRH)
 SY2534'DESCRIPTION ADEQUATE AS DESCRIBED.
 SY2534'
 SY2534'TOWER AS OBSERVED IS BLUE-GRAY IN COLOR.
 SY2534
 SY2534                          STATION RECOVERY (1987)
 SY2534
 SY2534'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY2534'RECOVERED IN GOOD CONDITION.
 SY2534
 SY2534                          STATION RECOVERY (2004)
 SY2534
 SY2534'RECOVERY NOTE BY US POWER SQUADRON 2004 (BKK)
 SY2534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1655 ***********************************************************************
 RZ1655  DESIGNATION -  FEIDER
 RZ1655  PID         -  RZ1655
 RZ1655  STATE/COUNTY-  WA/GARFIELD
 RZ1655  USGS QUAD   -  STEMBER CREEK (1971)
 RZ1655
 RZ1655                         *CURRENT SURVEY CONTROL
 RZ1655  ___________________________________________________________________
 RZ1655* NAD 83(1991)-  46 29 56.81459(N)    117 15 21.03501(W)     ADJUSTED  
 RZ1655* NAVD 88     -       817.4    (meters)    2682.     (feet)  VERTCON   
 RZ1655  ___________________________________________________________________
 RZ1655  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 RZ1655  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 RZ1655
 RZ1655  HORZ ORDER  -  SECOND
 RZ1655
 RZ1655.The horizontal coordinates were established by classical geodetic methods
 RZ1655.and adjusted by the National Geodetic Survey in December 1991..
 RZ1655
 RZ1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1655
 RZ1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1655
 RZ1655.The geoid height was determined by GEOID03.
 RZ1655
 RZ1655;                    North         East     Units Scale Factor Converg.
 RZ1655;SPC WA S     -   134,696.334   748,942.750   MT  0.99991572   +2 21 23.6
 RZ1655;SPC WA S     -   441,916.22  2,457,156.34   sFT  0.99991572   +2 21 23.6
 RZ1655;UTM  11      - 5,149,536.835   480,368.364   MT  0.99960474   -0 11 08.1
 RZ1655
 RZ1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1655!SPC WA S     -   0.99987479  x   0.99991572  =   0.99979052
 RZ1655!UTM  11      -   0.99987479  x   0.99960474  =   0.99947958
 RZ1655
 RZ1655|---------------------------------------------------------------------|
 RZ1655| PID    Reference Object                     Distance      Geod. Az  |
 RZ1655|                                                           dddmmss.s |
 RZ1655| CF5274 FEIDER RM 1                           3.681 METERS 12457     |
 RZ1655| CF5273 FEIDER AZ MK                                       2061934.2 |
 RZ1655| CF5275 FEIDER RM 2                           4.318 METERS 21515     |
 RZ1655|---------------------------------------------------------------------|
 RZ1655
 RZ1655                          SUPERSEDED SURVEY CONTROL
 RZ1655
 RZ1655  NAD 83(1991)-  46 29 56.81750(N)    117 15 21.03651(W) AD(       ) 2
 RZ1655  NAD 83(1986)-  46 29 56.82159(N)    117 15 21.02890(W) AD(       ) 2
 RZ1655  NAD 27      -  46 29 57.24800(N)    117 15 17.42500(W) AD(       ) 2
 RZ1655  NGVD 29 (07/19/86)  816.4    (m)         2678.     (f) VERT ANG       
 RZ1655
 RZ1655.Superseded values are not recommended for survey control.
 RZ1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1655.See file dsdata.txt to determine how the superseded data were derived.
 RZ1655
 RZ1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM8036849537(NAD 83)
 RZ1655_MARKER: DD = SURVEY DISK
 RZ1655_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1655
 RZ1655  HISTORY     - Date     Condition        Report By
 RZ1655  HISTORY     - 1945     MONUMENTED       CGS
 RZ1655  HISTORY     - 1974     GOOD             NGS
 RZ1655  HISTORY     - 1977     GOOD             NOS
 RZ1655
 RZ1655                          STATION DESCRIPTION
 RZ1655
 RZ1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RZ1655'STATION IS LOCATED ABOUT 11 MILES NW OF CLARKSTON, ABOUT 8 MILES
 RZ1655'SW OF COLTON, ABOUT 1 MILE W OF THE SNAKE RIVER, OPPOSITE INDIAN
 RZ1655'SIDING, AND ABOUT 1 MILE (AIR LINE) NE OF THE RESIDENCE OF
 RZ1655'MR. A.S. FEIDER OWNER OF THE PROPERTY.
 RZ1655'
 RZ1655'STATION MARK IS A BRONZE DISK SET IN OUTCROP PROJECTING ABOUT 4
 RZ1655'INCHES.  IT IS ABOUT 100 FEET E OF A FENCE LINE ON THE N SLOPE OF
 RZ1655'THE RIM, ABOUT 100 YARDS N OF AND ABOUT 40 FEET LOWER THAN WHERE
 RZ1655'RIM STARTS SLOPING TOWARD THE RIVER.  DISK IS STAMPED FEIDER 1945.
 RZ1655'
 RZ1655'TO REACH FROM THE W END OF THE SNAKE RIVER BRIDGE AT LEWISTON, GO
 RZ1655'W ON U.S. HIGHWAY 410 FOR 14.9 MILES TO MAIL BOX AND FARM ROAD
 RZ1655'OF MR. LAWSON ON THE RIGHT, TURN RIGHT ONTO FARM ROAD AND GO
 RZ1655'1.3 MILES TO RESIDENCE OF MR. LAWSON, CONTINUE ON RIGHT FORK
 RZ1655'ACROSS STREAM AND AROUND E SIDE OF BARN ON DIRT ROAD FOR 1 MILE TO
 RZ1655'FORKS, KEEP LEFT FORK FOR 0.5 MILE TO SUMMIT OF HILL AND FORKS,
 RZ1655'TAKE LEFT FORK (N), CONTINUE ON TRACK ROAD AND STOCK TRAILS,
 RZ1655'KEEPING BETWEEN CULTIVATED FIELDS AND EDGE OF RIM, FOR 3.8 MILES
 RZ1655'AND STATION.
 RZ1655'
 RZ1655'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN 1-1/2 BY 1-FOOT
 RZ1655'OUTCROP PROJECTING ABOUT 6 INCHES.  IT IS ABOUT 1-1/2 FEET LOWER
 RZ1655'THAN STATION AND IS STAMPED FEIDER NO 1 1945.
 RZ1655'
 RZ1655'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 2-1/2-BY
 RZ1655'2-FOOT BOULDER PROJECTING ABOUT 1-1/2 FEET.  IT IS ABOUT 2 FEET
 RZ1655'HIGHER THAN STATION AND IS STAMPED FEIDER NO 2 1945.
 RZ1655'
 RZ1655'AZIMUTH MARK IS A BRONZE DISK SET IN OUTCROP FLUSH WITH THE
 RZ1655'GROUND SURFACE, ABOUT 50 FEET W OF EDGE OF RIM, 250 FEET E OF
 RZ1655'CULTIVATED FIELD, AND ABOUT 1/4 MILE SSW OF STATION.  DISK IS
 RZ1655'STAMPED FEIDER 1945.
 RZ1655
 RZ1655                          STATION RECOVERY (1974)
 RZ1655
 RZ1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 RZ1655'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED IN
 RZ1655'GOOD CONDITION AS DESCRIBED.  A REVISED TO REACH DESCRIPTION
 RZ1655'FOLLOWS.
 RZ1655'
 RZ1655'TO REACH FROM MAIN STREET AND EIGHTH STREET (OPPOSITE THE
 RZ1655'COURTHOUSE) IN POMEROY, GO EAST ON STATE HIGHWAY 12 FOR 5.8 MILES,
 RZ1655'TURN LEFT ON THE KIRBY-MAYVIEW ROAD, GO 3.9 MILES TO A T-JUNCTION,
 RZ1655'TURN RIGHT (EAST) ON THE VALENTINE RIDGE ROAD, GO 2.4 MILES TO
 RZ1655'MALONE HILL ROAD, CONTINUE EASTWARD ON THE VALENTINE RIDGE ROAD
 RZ1655'FOR 3.2 MILES TO A ROAD FORK, TAKE THE RIGHT FORK AND GO 0.1 MILE
 RZ1655'TO A FARM ROAD ON THE LEFT AND SIGN PER TED FEIDER, TURN LEFT AND
 RZ1655'GO 1.4 MILES EAST ON THE FARM ROAD TO THE FEIDER RESIDENCE.
 RZ1655'
 RZ1655'CONSULT WITH MR. FEIDER FOR ACCESS AND ROUTE TO THE STATION MARK
 RZ1655'ABOUT 1 MILE NORTHEAST OF HIS HOUSE.
 RZ1655'
 RZ1655'A SMALL CAIRN WAS ERECTED NEAR THE STATION AND AZIMUTH MARK.
 RZ1655'
 RZ1655'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RZ1655'8 MILES SOUTHWEST OF COLTON.
 RZ1655
 RZ1655                          STATION RECOVERY (1977)
 RZ1655
 RZ1655'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 RZ1655'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 RZ1655'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK IS A USC+GS
 RZ1655'DISK STAMPED---FEIDER 1945---SET IN AN OUTCROP OF BEDROCK,
 RZ1655'ABOUT 120 FEET EAST OF A CULTIVATED FIELD AND 100 FEET WEST OF
 RZ1655'THE RIM OF THE PLATEAU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1396 ***********************************************************************
 TP1396  CBN         -  This is a Cooperative Base Network Control Station.
 TP1396  DESIGNATION -  FELTON
 TP1396  PID         -  TP1396
 TP1396  STATE/COUNTY-  WA/OKANOGAN
 TP1396  USGS QUAD   -  OROVILLE (1982)
 TP1396
 TP1396                         *CURRENT SURVEY CONTROL
 TP1396  ___________________________________________________________________
 TP1396* NAD 83(1998)-  48 56 08.92706(N)    119 26 26.22512(W)     ADJUSTED  
 TP1396* NAVD 88     -       283.801  (meters)     931.10   (feet)  ADJUSTED  
 TP1396  ___________________________________________________________________
 TP1396  X           -  -2,063,403.352 (meters)                     COMP
 TP1396  Y           -  -3,655,888.646 (meters)                     COMP
 TP1396  Z           -   4,786,073.098 (meters)                     COMP
 TP1396  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 TP1396  ELLIP HEIGHT-         265.83  (meters)          (07/03/01) GPS OBS
 TP1396  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 TP1396  DYNAMIC HT  -         283.853 (meters)     931.27  (feet)  COMP
 TP1396  MODELED GRAV-     980,787.7   (mgal)                       NAVD 88
 TP1396
 TP1396  HORZ ORDER  -  B
 TP1396  VERT ORDER  -  SECOND    CLASS II
 TP1396  ELLP ORDER  -  FIFTH     CLASS I
 TP1396
 TP1396.The horizontal coordinates were established by GPS observations
 TP1396.and adjusted by the National Geodetic Survey in July 2001..
 TP1396.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TP1396.DATUM ITEM on the data sheet items page.
 TP1396
 TP1396.The orthometric height was determined by differential leveling
 TP1396.and adjusted by the National Geodetic Survey in April 1995..
 TP1396
 TP1396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TP1396
 TP1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1396
 TP1396.The ellipsoidal height was determined by GPS observations
 TP1396.and is referenced to NAD 83.
 TP1396
 TP1396.The geoid height was determined by GEOID03.
 TP1396
 TP1396.The dynamic height is computed by dividing the NAVD 88
 TP1396.geopotential number by the normal gravity value computed on the
 TP1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP1396.degrees latitude (g = 980.6199 gals.).
 TP1396
 TP1396.The modeled gravity was interpolated from observed gravity values.
 TP1396
 TP1396;                    North         East     Units Scale Factor Converg.
 TP1396;SPC WA N     -   216,164.265   602,037.318   MT  1.00004439   +1 02 12.9
 TP1396;SPC WA N     -   709,198.93  1,975,184.10   sFT  1.00004439   +1 02 12.9
 TP1396;UTM  11      - 5,423,191.483   321,265.106   MT  0.99999247   -1 50 26.3
 TP1396
 TP1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1396!SPC WA N     -   0.99995834  x   1.00004439  =   1.00000273
 TP1396!UTM  11      -   0.99995834  x   0.99999247  =   0.99995081
 TP1396
 TP1396                          SUPERSEDED SURVEY CONTROL
 TP1396
 TP1396  NAD 83(1991)-  48 56 08.92537(N)    119 26 26.22589(W) AD(       ) B
 TP1396  ELLIP H (05/29/91)  265.97   (m)                       GP(       ) 4 1
 TP1396  NGVD 29 (05/29/91)  282.51   (m)          926.9    (f) LEVELING    3  
 TP1396
 TP1396.Superseded values are not recommended for survey control.
 TP1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1396.See file dsdata.txt to determine how the superseded data were derived.
 TP1396
 TP1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ2126523191(NAD 83)
 TP1396_MARKER: DH = HORIZONTAL CONTROL DISK
 TP1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1396_SP_SET: CONCRETE POST
 TP1396_STAMPING: FELTON 1990
 TP1396_MARK LOGO: NGS   
 TP1396_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1396+STABILITY: SURFACE MOTION
 TP1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP1396+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2002
 TP1396
 TP1396  HISTORY     - Date     Condition        Report By
 TP1396  HISTORY     - 1990     MONUMENTED       NGS
 TP1396  HISTORY     - 19920904 GOOD             NGS
 TP1396  HISTORY     - 20020926 GOOD             ORION
 TP1396
 TP1396                          STATION DESCRIPTION
 TP1396
 TP1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 TP1396'THE STATION IS LOCATED ABOUT 83.7 KM (52.0 MI) NORTRHEAST OF MAZAMA,
 TP1396'61.2 KM (38.0 MI) NORTWEST OF REPUBLIC, 35.4 KM (22.0 MI) NORTH OF
 TP1396'TONASKET AND AT THE OKANOGAN PUBLIC UTILITY DISTRICT SUB STATION IN
 TP1396'OROVILLE.
 TP1396'TO REACH FROM THE POST OFFICE AT THE INTERSECTION OF CENTRAL AVENUE
 TP1396'AND GOLDEN STREET IN OROVILLE, GO WEST ON CENTRAL AVENUE FOR 0.08 KM
 TP1396'(0.05 MI) TO THE INTERSECTION OF MAIN STREET.  TURN LEFT AND GO SOUTH
 TP1396'ON MAIN STREET, US HIGHWAY 97 FOR 0.48 KM (0.30 MI) TO A CROSS ROAD.
 TP1396'TURN RIGHT AND GO WEST ON 12TH AVENUE FOR 0.16 KM (0.10 MI) TO A
 TP1396'SIDE ROAD LEFT BETWEEN THE TWO SUB STATIONS AND THE STATION ON THE
 TP1396'LEFT.
 TP1396'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 TP1396'WITH THE GROUND SURFACE.  IT IS 16.9 M (55.4 FT) SOUTHWEST OF THE
 TP1396'SOUTHWEST CORNER OF THE PUD FENCE, 16,8 M SOUTHEAST OF THE SOUTHEAST
 TP1396'CORNER OF TE BONNIEVILLE FENCE, 16.8 M (55.1 FT) NORTH OF THE CENTER
 TP1396'OF 12TH AVENUE, 2.6 M (8.5 FT) NORTHWEST OF THE NORTHEAST CORNER OF
 TP1396'THE BONNIEVILLE SIGN, 2.6 M (8.5 FT) NORTH OF THE SOUTHWEST CORNER OF
 TP1396'THE BONNIEVILLE SIGN, 1.5 M (4.9 FT) EAST OF A WITNESS POST AND 1.1 M
 TP1396'(3.6 FT) SOUTH OF A WITNESS POST.
 TP1396
 TP1396                          STATION RECOVERY (1992)
 TP1396
 TP1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 TP1396'STATION IS LOCATED IN THE SOUTHWEST SECTION OF OROVILLE, 0.25 KM
 TP1396'(0.16 MI) SOUTHWEST OF US HIGHWAY 97, AT AN ELECTRIC SUBSTATION,
 TP1396'IN THICK WEEDS.  OWNERSHIP--CITY OF OROVILLE.
 TP1396'TO REACH FROM THE OROVILLE PUBLIC LIBRARY ON THE NORTH SIDE OF THE
 TP1396'RAILROAD TRACKS, GO SOUTH ON HIGHWAY 97, CROSSING TRACKS, FOR 0.15 KM
 TP1396'(0.09 MI) TO A STREET RIGHT.  TURN RIGHT, SOUTHWEST, ON 12TH
 TP1396'AVENUE FOR 0.25 KM (0.16 MI) TO A GRAVEL LANE RIGHT LEADING TO AN
 TP1396'ELECTRIC SUBSTATION AND THE STATION ON THE RIGHT.
 TP1396'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST FLUSH
 TP1396'WITH THE GROUND.  IT IS 16.8 M (55.1 FT) NORTHWEST OF, AND 1 M
 TP1396'(3.3 FT) LOWER THAN THE CENTER OF 12TH AVENUE, 16.9 M (55.4 FT)
 TP1396'EAST OF THE EAST CORNER OF THE SUBSTATION FENCE, 7 M (23.0 FT)
 TP1396'SOUTHWEST OF THE GRAVEL LANE CENTER, 19.5 M (64.0 FT) SOUTH OF
 TP1396'UTILITY POLE 374 535, 16.8 M (55.1 FT) SOUTH-SOUTHWEST OF THE
 TP1396'SOUTH CORNER OF FENCE AROUND UTILITY POLE STORAGE YARD, 1.5 M
 TP1396'(4.9 FT) NORTHEAST OF A FIBERGLASS WITNESS POST, AND 1.2 M
 TP1396'(3.9 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 TP1396
 TP1396                          STATION RECOVERY (2002)
 TP1396
 TP1396'RECOVERY NOTE BY ORION GPS 2002 (JDP)
 TP1396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0680 ***********************************************************************
 SV0680  CBN         -  This is a Cooperative Base Network Control Station.
 SV0680  DESIGNATION -  FELTS
 SV0680  PID         -  SV0680
 SV0680  STATE/COUNTY-  WA/SPOKANE
 SV0680  USGS QUAD   -  SPOKANE NE (1986)
 SV0680
 SV0680                         *CURRENT SURVEY CONTROL
 SV0680  ___________________________________________________________________
 SV0680* NAD 83(1998)-  47 39 58.21593(N)    117 19 05.42492(W)     ADJUSTED  
 SV0680* NAVD 88     -       593.351  (meters)    1946.69   (feet)  ADJUSTED  
 SV0680  ___________________________________________________________________
 SV0680  X           -  -1,975,064.623 (meters)                     COMP
 SV0680  Y           -  -3,823,641.346 (meters)                     COMP
 SV0680  Z           -   4,692,384.901 (meters)                     COMP
 SV0680  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 SV0680  ELLIP HEIGHT-         575.21  (meters)          (07/02/01) GPS OBS
 SV0680  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 SV0680  DYNAMIC HT  -         593.386 (meters)    1946.80  (feet)  COMP
 SV0680  MODELED GRAV-     980,653.1   (mgal)                       NAVD 88
 SV0680
 SV0680  HORZ ORDER  -  B
 SV0680  VERT ORDER  -  FIRST     CLASS II
 SV0680  ELLP ORDER  -  THIRD     CLASS II
 SV0680
 SV0680.The horizontal coordinates were established by GPS observations
 SV0680.and adjusted by the National Geodetic Survey in July 2001..
 SV0680.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV0680.DATUM ITEM on the data sheet items page.
 SV0680
 SV0680.The orthometric height was determined by differential leveling
 SV0680.and adjusted by the National Geodetic Survey in June 1991..
 SV0680
 SV0680.Photographs are available for this station.
 SV0680
 SV0680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV0680
 SV0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0680
 SV0680.The ellipsoidal height was determined by GPS observations
 SV0680.and is referenced to NAD 83.
 SV0680
 SV0680.The geoid height was determined by GEOID03.
 SV0680
 SV0680.The dynamic height is computed by dividing the NAVD 88
 SV0680.geopotential number by the normal gravity value computed on the
 SV0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0680.degrees latitude (g = 980.6199 gals.).
 SV0680
 SV0680.The modeled gravity was interpolated from observed gravity values.
 SV0680
 SV0680;                    North         East     Units Scale Factor Converg.
 SV0680;SPC WA N     -    80,094.505   763,908.997   MT  0.99997315   +2 37 01.6
 SV0680;SPC WA N     -   262,776.72  2,506,258.10   sFT  0.99997315   +2 37 01.6
 SV0680;UTM  11      - 5,279,246.641   476,112.979   MT  0.99960701   -0 14 06.7
 SV0680
 SV0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0680!SPC WA N     -   0.99990985  x   0.99997315  =   0.99988300
 SV0680!UTM  11      -   0.99990985  x   0.99960701  =   0.99951690
 SV0680
 SV0680|---------------------------------------------------------------------|
 SV0680| PID    Reference Object                     Distance      Geod. Az  |
 SV0680|                                                           dddmmss.s |
 SV0680| SV0681 FELTS RM 1                           36.430 METERS 18046     |
 SV0680| CF1434 FELTS AZ MK                                        1815153.1 |
 SV0680| SV0682 FELTS RM 2                           22.920 METERS 31135     |
 SV0680| SV1201 AIRWAY BEACON NW OF FELTS APT       APPROX. 3.4 KM 3380603.2 |
 SV0680|---------------------------------------------------------------------|
 SV0680
 SV0680                          SUPERSEDED SURVEY CONTROL
 SV0680
 SV0680  NAD 83(1998)-  47 39 58.21580(N)    117 19 05.42600(W) AD(       ) B
 SV0680  ELLIP H (07/23/97)  575.24   (m)                       GP(       ) 3 1
 SV0680  NAD 83(1991)-  47 39 58.21504(N)    117 19 05.42556(W) AD(       ) B
 SV0680  ELLIP H (05/29/91)  575.34   (m)                       GP(       ) 4 1
 SV0680  NAD 83(1986)-  47 39 58.22209(N)    117 19 05.41326(W) AD(       ) 1
 SV0680  NAD 27      -  47 39 58.60000(N)    117 19 01.65100(W) AD(       ) 1
 SV0680  NAVD 88 (07/23/97)  593.35   (m)         1946.7    (f) LEVELING    3  
 SV0680  NGVD 29 (??/??/92)  592.193  (m)         1942.89   (f) ADJ UNCH    1 2
 SV0680
 SV0680.Superseded values are not recommended for survey control.
 SV0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0680.See file dsdata.txt to determine how the superseded data were derived.
 SV0680
 SV0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN7611379247(NAD 83)
 SV0680_MARKER: DB = BENCH MARK DISK
 SV0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0680_SP_SET: CONCRETE POST
 SV0680_STAMPING: FELTS 1940
 SV0680_MARK LOGO: CGS   
 SV0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0680+STABILITY: SURFACE MOTION
 SV0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV0680+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 SV0680
 SV0680  HISTORY     - Date     Condition        Report By
 SV0680  HISTORY     - 1940     MONUMENTED       CGS
 SV0680  HISTORY     - 1942     GOOD             CGS
 SV0680  HISTORY     - 1946     GOOD             CGS
 SV0680  HISTORY     - 1948     GOOD             CGS
 SV0680  HISTORY     - 1960     GOOD             BPA
 SV0680  HISTORY     - 1965     GOOD             CGS
 SV0680  HISTORY     - 1965     GOOD             CGS
 SV0680  HISTORY     - 1965     GOOD             NGS
 SV0680  HISTORY     - 1968     GOOD             WAA
 SV0680  HISTORY     - 1968     GOOD
 SV0680  HISTORY     - 1973     GOOD             NGS
 SV0680  HISTORY     - 1980     GOOD             NGS
 SV0680  HISTORY     - 1983     GOOD             USPSQD
 SV0680  HISTORY     - 19900327 GOOD             NGS
 SV0680  HISTORY     - 19920910 GOOD             USPSQD
 SV0680  HISTORY     - 19961014 SEE DESCRIPTION  CHANCE
 SV0680  HISTORY     - 20030312 GOOD             WA-063
 SV0680  HISTORY     - 20060324 GOOD             GEOCAC
 SV0680
 SV0680                          STATION DESCRIPTION
 SV0680
 SV0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV0680'STATION IS ABOUT 4.0 MILES E OF DOWNTOWN SPOKANE, ABOUT 0.4 MILE
 SV0680'SW OF SPOKANE AIRWAY RADIO STATION WHICH IS ON FLAT GROUND AND IN
 SV0680'THE SPOKANE VALLEY.
 SV0680'
 SV0680'STATION, STAMPED FELTS 1940 IS 28.0 FEET E OF THE CENTER LINE OF
 SV0680'GARFIELD STREET, 58.0 FEET N OF THE CENTER LINE OF DIRT ROAD, 5.5
 SV0680'FEET S OF WHITE REFERENCE POST, AND 12.6 FEET S OF TELEPHONE POLE.
 SV0680'
 SV0680'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SV0680'BRONZE DISKS SET IN CONCRETE.
 SV0680'
 SV0680'REFERENCE MARK 1, STAMPED FELTS NO 1 1940, IS ABOUT THE SAME
 SV0680'ELEVATION AS THE STATION, 27.0 FEET E OF THE CENTER LINE OF
 SV0680'GARFIELD STREET, 52.0 FEET S OF THE CENTER LINE OF DIRT ROAD, AND
 SV0680'3.5 FEET N OF TELEPHONE POLE.
 SV0680'
 SV0680'REFERENCE MARK 2, STAMPED FELTS NO 2 1940, IS AT THE SAME
 SV0680'ELEVATION AS THE STATION, 28.4 FEET W OF THE CENTER LINE OF
 SV0680'GARFIELD STREET, AND 0.85 FEET E OF FENCE.
 SV0680'
 SV0680'AZIMUTH MARK, STAMPED FELTS 1940, IS 56.0 FEET N OF THE N RAIL
 SV0680'OF RAILROAD, 4.0 FEET E OF WHITE REFERENCE POST, AND 43.0 FEET W
 SV0680'OF THE CENTER LINE OF GARFIELD STREET.
 SV0680'
 SV0680'ALL MARKS PROJECT 6 INCHES ABOVE THE GROUND.
 SV0680'
 SV0680'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 SV0680'10 AND GARFIELD STREET, WHICH IS 1.3 MILES E OF THE E CITY LIMITS
 SV0680'OF SPOKANE, TURN LEFT (N) ACROSS TRACKS (AZIMUTH MARK W OF ROAD
 SV0680'AND 56.0 FEET N OF RAILROAD TRACK), CONTINUE N 0.55 MILE TO
 SV0680'STATION ON THE E SIDE OF GARFIELD STREET, AND ABOUT 1/2 BLOCK N
 SV0680'OF CATALDO STREET.
 SV0680'
 SV0680'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 SV0680
 SV0680                          STATION RECOVERY (1942)
 SV0680
 SV0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LVE)
 SV0680'ALL MARKS RECOVERED IN GOOD CONDITION, STAMPED FELTS 1940.
 SV0680'
 SV0680'STATION IS 28 FEET E OF THE CENTER LINE OF GARFIELD STREET, 66
 SV0680'FEET N OF THE CENTERLINE OF ABANDONED ROAD, 1/2 BLOCK N OF CATALDO
 SV0680'STREET.  ORIGINAL DESCRIPTION ADEQUATE FOR RECOVERY OF STATION AT
 SV0680'THIS TIME.
 SV0680
 SV0680                          STATION RECOVERY (1946)
 SV0680
 SV0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SV0680'THE STATION WAS FOUND AS DESCRIBED.  IT IS LOCATED 1 MILE E OF THE
 SV0680'LIMITS OF SPOKANE, 1 BLOCK W OF 4 RADIO MASTS, 28 FEET E OF DYER
 SV0680'STREET (WHICH WAS CALLED GARFIELD STREET AT THE TIME OF OLD
 SV0680'DESCRIPTION), 66 FEET N OF A STREET LEADING E FROM DYER STREET,
 SV0680'12.6 FEET S OF TELEPHONE POLE, AND 5 FEET S OF A WHITE REFERENCE
 SV0680'POST.
 SV0680'
 SV0680'THE STATION IS A BRONZE STATION DISK STAMPED FELTS 1940 AND SET
 SV0680'IN THE TOP OF A 12- BY 12-INCH-SQUARE CONCRETE POST PROJECTING
 SV0680'ABOUT 6 INCHES.  UNDERGROUND MARK IS A BRONZE STATION DISK IN
 SV0680'CONCRETE.
 SV0680
 SV0680                          STATION RECOVERY (1948)
 SV0680
 SV0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GBG)
 SV0680'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 SV0680'
 SV0680'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED FELTS NO 1
 SV0680'1940 AND SET IN THE TOP OF A 12- BY 12-INCH-SQUARE CONCRETE POST
 SV0680'PROJECTING ABOUT 4 INCHES.  IT IS 27 FEET E OF THE CENTER OF DYER
 SV0680'STREET, 52 FEET S OF THE CENTER OF A STREET LEADING E FROM DYER
 SV0680'STREET, AND 3.5 FEET N OF TELEPHONE POLE.
 SV0680'
 SV0680'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED FELTS NO 2
 SV0680'1940 AND SET IN THE TOP OF A 12- BY 12-INCH-SQUARE CONCRETE POST
 SV0680'PROJECTING ABOUT 6 INCHES.  IT IS 28 FEET W OF THE CENTER OF DYER
 SV0680'STREET, 1 FOOT E OF THE FENCE LINE, AND THE SAME ELEVATION AS THE
 SV0680'STATION.
 SV0680'
 SV0680'THE AZIMUTH MARK WAS FOUND AS DESCRIBED.  IT IS A BRONZE AZIMUTH
 SV0680'DISK STAMPED FELTS 1940 AND SET IN THE TOP OF A 12- BY
 SV0680'12-INCH-SQUARE CONCRETE POST PROJECTING ABOUT 6 INCHES.  IT IS 56
 SV0680'FEET N OF THE N RAIL, 43 FEET W OF THE CENTER OF DYER STREET
 SV0680'(WHICH WAS CALLED GARFIELD STREET AT THE TIME OF OLD DESCRIPTION),
 SV0680'AND 4 FEET E OF A WHITE REFERENCE POST.
 SV0680'
 SV0680'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON DYER STREET
 SV0680'FOR 0.55 MILE TO THE RAILROAD AND THE MARK AS DESCRIBED ABOVE.
 SV0680'
 SV0680'TO REACH THE STATION FROM SPERRY MILL, GO E ON SPRAGUE STREET
 SV0680'(U.S. HIGHWAY 10) FOR 3.5 MILES TO DYER STREET.  TURN LEFT (N) ON
 SV0680'DYER STREET CROSSING TRACKS (AZIMUTH MARK IS ON THE LEFT), CONTINUE
 SV0680'0.55 MILE TO THE STATION ON THE RIGHT (E) SIDE OF DYER STREET AS
 SV0680'DESCRIBED ABOVE.
 SV0680
 SV0680                          STATION RECOVERY (1960)
 SV0680
 SV0680'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1960
 SV0680'TO REACH FROM THE SPERRY MILL GO EAST ON SPRAGUE STREET FOR 3.3
 SV0680'MILES TO FANCHER WAY.  TURN LEFT N. ON FANCHER WAY AND GO 0.5 MILE
 SV0680'TO A SIDE ROAD RIGHT.  (DIAMOND MATCH CO. PLANT IS ON WEST SIDE
 SV0680'OF FANCHER WAY).  TURN RIGHT E. AND GO 0.3 MILE TO DYER ROAD, TURN
 SV0680'LEFT N. AND GO 0.4 MILE TO STATION ON THE RIGHT.  THE STATION IS
 SV0680'APPROXIMATELY 220 FEET NORTH OF RAILROAD TRACK.  THE AZIMUTH
 SV0680'MARK WAS DESTROYED BY THE CONSTRUCTION OF FREEWAY.
 SV0680
 SV0680                          STATION RECOVERY (1965)
 SV0680
 SV0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV0680'THE MARK IS ABOUT 94 YARDS SOUTH OF DESMET AVENUE, 90 YARDS NORTH
 SV0680'OF THE RAILROAD TRACKS ALONG THE NORTH SIDE OF DEAN AVE., 26 FEET
 SV0680'EAST OF THE CENTER OF DYER ROAD AND 13 FEET SOUTH OF A TELEPHONE
 SV0680'POLE.  A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.  THE
 SV0680'MARK IS FLUSH WITH THE GROUND.
 SV0680
 SV0680                          STATION RECOVERY (1965)
 SV0680
 SV0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV0680'GARFIELD ST. IS NOW ABOUT 3 MILES WEST OF THE STATION.
 SV0680'
 SV0680'THE STATION IS ON DYER ROAD, 90 YARDS NORTH OF THE RAILROAD TRACK
 SV0680'ALONG THE NORTH SIDE OF DEAN AVE., 94 YARDS SOUTH OF DESMET AVE.,
 SV0680'26 FEET EAST OF THE CENTER OF DYER ROAD AND 13 FEET SOUTH OF A
 SV0680'TELEPHONE POLE.  (DYER ROAD IS ABOUT 1 BLOCK WEST OF THE BROADWAY
 SV0680'INTERCHANGE ON INTERSTATE HIGHWAY 90).
 SV0680'
 SV0680'REFERENCE MARK NO. 1, STAMPED FELTS 1940 NO 1, IS FLUSH WITH THE
 SV0680'GROUND, 150 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK
 SV0680'ALONG THE NORTH EDGE OF DEAN AVE., 26 FEET EAST OF THE CENTER OF
 SV0680'DYER ROAD, AND 2 FEET NORTH OF A TELEPHONE POLE.
 SV0680'
 SV0680'REFERENCE MARK NO. 2, STAMPED FELTS NO 2 1940, IS A STANDARD DISK
 SV0680'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 78
 SV0680'YARDS SOUTH OF DESMET AVE., 53 YARDS SOUTH OF A 2-INCH PIPELINE
 SV0680'VENT, 3 FEET HIGH, 67 FEET NORTHWEST OF THE TELEPHONE POLE, AND
 SV0680'30 FEET WEST OF THE CENTER OF DYER ROAD.
 SV0680'
 SV0680'THE AZIMUTH MARK WAS NOT FOUND.  THE FREEWAY WOULD OBSTRUCT IT
 SV0680'ANYWAY.
 SV0680
 SV0680                          STATION RECOVERY (1965)
 SV0680
 SV0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0680'5 MI E FROM SPOKANE.
 SV0680'AT SPOKANE, SPOKANE COUNTY, ABOUT 5.0 MILES EAST OF THE NORTHERN
 SV0680'PACIFIC RAILWAY STATION, ON DYER AVENUE, ABOUT 270 FEET SOUTH OF THE
 SV0680'CENTER LINE OF DESMET AVENUE, ABOUT 290 FEET NORTH OF THE CENTER LINE
 SV0680'OF CATALDO AVENUE, 12 FEET SOUTH OF THE SECOND POLE SOUTH OF DESMET
 SV0680'AVENUE, 27 FEET EAST OF THE CENTER LINE OF DYER AVENUE, AND 6 FEET
 SV0680'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 SV0680'TRIANGULATION-STATION DISK, STAMPED FELTS 1940 AND SET IN THE TOP OF A
 SV0680'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  THE MARK IS
 SV0680'ABOUT 94 YARDS SOUTH OF DESMET AVENUE, 90 YAADS NORTH OF THE RAILROAD
 SV0680'TRACKS ALONG THE NORTH SIDE OF DEAN AVE., 26 FEET EAST OF THE CENTER
 SV0680'OF DYER ROAD AND 13 FEET SOUTH OF A TELEPHONE POLE.  A METAL WITNESS
 SV0680'POST WAS SET 1 FOOT EAST OF THE MARK.  THE MARK IS FLUSH WITH THE
 SV0680'GROUND.
 SV0680
 SV0680                          STATION RECOVERY (1968)
 SV0680
 SV0680'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1968
 SV0680'FELTS 1946 GOOD
 SV0680'
 SV0680'DID NOT HAVE DESCRIPTION BOOK - DID NOT FIND ANY RMS.
 SV0680
 SV0680                          STATION RECOVERY (1968)
 SV0680
 SV0680'RECOVERED 1968
 SV0680'RECOVERED IN GOOD CONDITION.
 SV0680
 SV0680                          STATION RECOVERY (1973)
 SV0680
 SV0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLS)
 SV0680'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  BOTH REFERENCE
 SV0680'MARKS WERE RECOVERED IN GOOD CONDITION.
 SV0680'
 SV0680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SV0680'5.1 MILES E.
 SV0680
 SV0680                          STATION RECOVERY (1980)
 SV0680
 SV0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV0680'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
 SV0680
 SV0680                          STATION RECOVERY (1983)
 SV0680
 SV0680'RECOVERY NOTE BY US POWER SQUADRON 1983 (JER)
 SV0680'FELTS 1940 RECOVERED GOOD.
 SV0680'
 SV0680'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SV0680'
 SV0680'REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.  TELEPHONE POLE
 SV0680'REFERED TO AS 2 FEET SOUTH OF RM NO. 1 NO LONGER EXISTS.  RATHER,
 SV0680'THERE IS NOW AN UNDERGROUND TELEPHONE LINE SERVICE POST (NO. 1006)
 SV0680'70 INCH SSW OF RM NO. 1.  RM NO. 1 IS SET IN A 9 INCH SQUARE
 SV0680'CONCRETE POST SET FLUSH WITH THE GROUND AT STREET LEVEL.
 SV0680'
 SV0680'REFERENCE MARK NO. 2 NO LONGER EXISTS.  THE AREA WHERE IT IS
 SV0680'DESCRIBED AS HAVING BEEN HAS BEEN DEVELOPED FOR INDUSTRIAL USE.  THE
 SV0680'EXACT LOCATION OF THE RM NO. 2 IS NOW PART OF A BLACKTOP PAVED
 SV0680'PARKING LOT AND DRIVEWAY, SPECIFICALLY 38 FEET EAST OF THE SE
 SV0680'CORNER OF THE PACIFIC FRUIT AND PRODUCE CO. BUILDING.
 SV0680
 SV0680                          STATION RECOVERY (1990)
 SV0680
 SV0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SV0680'THE STATION IS LOCATED ABOUT 48.3 KM (30.0 MI) NORTH OF LATAH, 32.2 KM
 SV0680'(20.0 MI) EAST OF DEEP CREK, 29.0 KM (18.0 MI) SOUTH OF MILAN, 24.1
 SV0680'KM (15.0 MI) WEST OF THE WASHINGTON-IDAHO STATE LINE AND AT FELTS
 SV0680'FIELD IN SPOKANE.
 SV0680'TO REACH FROM EXIT 285, THE SPRAGUE AVENUE EXIT ON INTERSTATE HIGHWAY
 SV0680'90 EAST OF THE CITY OF SPOKANE, GO WEST ON SPRAGUE AVENUE FOR 0.32 KM
 SV0680'(0.20 MI) TO THE INTERSECTION OF FNACHER ROAD.  TURN RIGHT AND GO
 SV0680'NORTH ON FANCHER ROAD FOR 0.80 KM (0.50 MI) TO THE INTERSECTION OF
 SV0680'BROADWAY BOULEVARD. TURN RIGHT AND GO EAST ON BROADWAY BOULEVARD FOR
 SV0680'0.48 KM (0.30 MI) TO A SIDE ROAD LEFT,  TURN LEFT AND GO NORTH ON
 SV0680'DYER ROAD FOR 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 SV0680'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SV0680'WITH THE GROUND SURFACE.  IT IS 8.2 M (26.9 FT) EAST OF THE CENTER OF
 SV0680'DYER ROAD,4.6 MNORTH OF A FENCE CORNER OF A LUMBER YARD,  4.0 M
 SV0680'(13.1 FT) SOUTH OF A POWER LINE POLE AND 0.46 M (1.51 FT) WEST OF A
 SV0680'WITNESS POST.
 SV0680
 SV0680                          STATION RECOVERY (1992)
 SV0680
 SV0680'RECOVERY NOTE BY US POWER SQUADRON 1992 (RBS)
 SV0680'RECOVERED IN GOOD CONDITION.
 SV0680
 SV0680                          STATION RECOVERY (1996)
 SV0680
 SV0680'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 SV0680'RECOVERED AS DESCRIBED BY NGS IN 1990, EXCEPT THE POINT IS NOT LOCATED
 SV0680'AT FELTS FIELD, IT IS APPROXIMATELY 1 MILE (1.6 KM) SOUTH OF FELTS
 SV0680'FIELD  THE MARK IS A STANDARD US COAST AND GEODETIC TRIANGULATION
 SV0680'STATION DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT , SET FLUSH
 SV0680'WITH THE GROUND.  THE CONCRETE MONUMENT HAS BEEN CHIPPED BUT THE BRASS
 SV0680'CAP AND OVERALL POSITION OF THE MONUMENT APPEAR UNDISTURBED.  THE
 SV0680'STATION IS LOCATED 8.65 M (28.38 FT) EAST OF THE CENTERLINE OF DYER
 SV0680'STREET, 4.9 M (16.1 FT) NORTHWEST OF THE NORTHWEST CORNER OF A FENCE
 SV0680'AROUND A LUMBER YARD, 5.0 M (16.4 FT) SOUTH OF A POWER POLE, 33.5 M
 SV0680'(109.9 FT) EAST OF THE SOUTHEAST CORNER OF THE -CORE MARK- BUILDING
 SV0680'(1015 DYER ST)
 SV0680
 SV0680                          STATION RECOVERY (2003)
 SV0680
 SV0680'RECOVERY NOTE BY SPOKANE COUNTY WASHINGTON 2003 (JM)
 SV0680'THE VALUE OF THIS MARK HAS BEEN REDUCED FOR GPS. THERE IS A 8' CHAIN
 SV0680'LINK FENCE WITHIN THREE FEET OF THE MARK.  TRUCKS ARE BEING PARKED
 SV0680'WITHIN THE FENCE GREATLY REDUCING THE OPENING TO THE SKY.
 SV0680
 SV0680                          STATION RECOVERY (2006)
 SV0680
 SV0680'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 SV0680'FOUND AS DESCRIBED IN 2003.  NOTE THAT STATION IS TWO FEET SOUTH OF AN
 SV0680'ORANGE CARSONITE WITNESS POST AND TWO FEET NORTH OF ANOTHER ORANGE
 SV0680'CARSONITE WITNESS POST.  SEARCHED FOR BUT DID NOT FIND RM1 OR RM2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0681 ***********************************************************************
 SV0681  DESIGNATION -  FELTS RM 1
 SV0681  PID         -  SV0681
 SV0681  STATE/COUNTY-  WA/SPOKANE
 SV0681  USGS QUAD   -  SPOKANE NE (1986)
 SV0681
 SV0681                         *CURRENT SURVEY CONTROL
 SV0681  ___________________________________________________________________
 SV0681* NAD 83(1986)-  47 39 58.     (N)    117 19 05.     (W)     SCALED    
 SV0681* NAVD 88     -       593.593  (meters)    1947.48   (feet)  ADJUSTED  
 SV0681  ___________________________________________________________________
 SV0681  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 SV0681  DYNAMIC HT  -         593.628 (meters)    1947.59  (feet)  COMP
 SV0681  MODELED GRAV-     980,653.1   (mgal)                       NAVD 88
 SV0681
 SV0681  VERT ORDER  -  FIRST     CLASS II
 SV0681
 SV0681.The horizontal coordinates were scaled from a topographic map and have
 SV0681.an estimated accuracy of +/- 6 seconds.
 SV0681
 SV0681.The orthometric height was determined by differential leveling
 SV0681.and adjusted by the National Geodetic Survey in June 1991..
 SV0681
 SV0681.The geoid height was determined by GEOID03.
 SV0681
 SV0681.The dynamic height is computed by dividing the NAVD 88
 SV0681.geopotential number by the normal gravity value computed on the
 SV0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0681.degrees latitude (g = 980.6199 gals.).
 SV0681
 SV0681.The modeled gravity was interpolated from observed gravity values.
 SV0681
 SV0681;                    North         East    Units  Estimated Accuracy
 SV0681;SPC WA N     -    80,090.      763,920.      MT  (+/- 180 meters Scaled)
 SV0681
 SV0681                          SUPERSEDED SURVEY CONTROL
 SV0681
 SV0681  NGVD 29 (??/??/92)  592.435  (m)         1943.68   (f) ADJ UNCH    1 2
 SV0681
 SV0681.Superseded values are not recommended for survey control.
 SV0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0681.See file dsdata.txt to determine how the superseded data were derived.
 SV0681
 SV0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN761792(NAD 83)
 SV0681_MARKER: DR = REFERENCE MARK DISK
 SV0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0681_SP_SET: CONCRETE POST
 SV0681_STAMPING: FELTS NO 1 1940
 SV0681_MARK LOGO: CGS   
 SV0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0681+STABILITY: SURFACE MOTION
 SV0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV0681+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1990
 SV0681
 SV0681  HISTORY     - Date     Condition        Report By
 SV0681  HISTORY     - 1940     MONUMENTED       CGS
 SV0681  HISTORY     - 1965     GOOD             NGS
 SV0681  HISTORY     - 19900327 GOOD             NGS
 SV0681  HISTORY     - 19920910 MARK NOT FOUND   USPSQD
 SV0681  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 SV0681
 SV0681                          STATION DESCRIPTION
 SV0681
 SV0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0681'IN SPOKANE.
 SV0681'117 FEET SOUTH OF TRIANGULATION STATION FELTS, DESCRIBED ABOVE, ABOUT
 SV0681'174 FEET NORTH OF THE CENTER LINE OF CATALDO AVENUE, 4 FEET NORTH OF
 SV0681'THE SECOND POLE NORTH OF CATALDO AVENUE, AND 27 FEET EAST OF THE
 SV0681'CENTER LINE OF DYER AVENUE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 SV0681'FELTS NO 1 1940 AND SET IN THE TOP OF A CONCTETE POST PROJECTING ABOUT
 SV0681'4 INCHES ABOVE GROUND.  NOTE-- IT IS 150 FEET NORTH OF THE NORTH RAIL
 SV0681'OF THE RAILROAD TRACK ALONG THE NORTH EDGE OF DEAN AVENUE, 26 FEET
 SV0681'EAST OF THE CENTER OF DYER ROAD, 2 FEET NORTH OF A TELEPHONE POLE AND
 SV0681'FLUSH WITH THE GROUND.
 SV0681
 SV0681                          STATION RECOVERY (1990)
 SV0681
 SV0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SV0681'THE STATION IS LOCATED ABOUT 48.3 KM (30.0 MI) NORTH OF LATAH, 32.2 KM
 SV0681'(20.0 MI) EAST OF DEEP CREK, 29.0 KM (18.0 MI) SOUTH OF MILAN, 24.1
 SV0681'KM (15.0 MI) WEST OF THE WASHINGTON-IDAHO STATE LINE AND AT FELTS
 SV0681'FIELD IN SPOKANE.
 SV0681'TO REACH FROM EXIT 285, THE SPRAGUE AVENUE EXIT ON INTERSTATE HIGHWAY
 SV0681'90 EAST OF THE CITY OF SPOKANE, GO WEST ON SPRAGUE AVENUE FOR 0.32 KM
 SV0681'(0.20 MI) TO THE INTERSECTION OF FNACHER ROAD.  TURN RIGHT AND GO
 SV0681'NORTH ON FANCHER ROAD FOR 1.41 KM (0.88 MI) TO THE INTERSECTION OF
 SV0681'BROADWAY BOULEVARD. TURN RIGHT AND GO EAST ON BROADWAY BOULEVARD FOR
 SV0681'0.08 KM (0.05 MI) TO A SIDE ROAD LEFT,  TURN LEFT AND GO NORTH ON
 SV0681'DYER ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 SV0681'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 SV0681'WITH THE GROUND SURFACE.  IT IS 45.7 M (149.9 FT) NORTH OF THE NORTH
 SV0681'RAIL, 36.43 M (119.52 FT) SUTH OF STATION FELTS 1940, 7.9 M
 SV0681'(25.9 FT) EAST OF THE CENTER OF DYER ROAD AND 0.6 M (2.0 FT) NORTH OF
 SV0681'A POLE.OST.
 SV0681
 SV0681                          STATION RECOVERY (1992)
 SV0681
 SV0681'RECOVERY NOTE BY US POWER SQUADRON 1992 (RBS)
 SV0681'MARK NOT FOUND.
 SV0681
 SV0681                          STATION RECOVERY (2006)
 SV0681
 SV0681'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 SV0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0682 ***********************************************************************
 SV0682  DESIGNATION -  FELTS RM 2
 SV0682  PID         -  SV0682
 SV0682  STATE/COUNTY-  WA/SPOKANE
 SV0682  USGS QUAD   -  SPOKANE NE (1986)
 SV0682
 SV0682                         *CURRENT SURVEY CONTROL
 SV0682  ___________________________________________________________________
 SV0682* NAD 83(1986)-  47 39 58.     (N)    117 19 05.     (W)     SCALED    
 SV0682* NAVD 88     -       593.401  (meters)    1946.85   (feet)  ADJUSTED  
 SV0682  ___________________________________________________________________
 SV0682  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 SV0682  DYNAMIC HT  -         593.436 (meters)    1946.96  (feet)  COMP
 SV0682  MODELED GRAV-     980,653.1   (mgal)                       NAVD 88
 SV0682
 SV0682  VERT ORDER  -  FIRST     CLASS II
 SV0682
 SV0682.The horizontal coordinates were scaled from a topographic map and have
 SV0682.an estimated accuracy of +/- 6 seconds.
 SV0682
 SV0682.The orthometric height was determined by differential leveling
 SV0682.and adjusted by the National Geodetic Survey in June 1991..
 SV0682
 SV0682.The geoid height was determined by GEOID03.
 SV0682
 SV0682.The dynamic height is computed by dividing the NAVD 88
 SV0682.geopotential number by the normal gravity value computed on the
 SV0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0682.degrees latitude (g = 980.6199 gals.).
 SV0682
 SV0682.The modeled gravity was interpolated from observed gravity values.
 SV0682
 SV0682;                    North         East    Units  Estimated Accuracy
 SV0682;SPC WA N     -    80,090.      763,920.      MT  (+/- 180 meters Scaled)
 SV0682
 SV0682                          SUPERSEDED SURVEY CONTROL
 SV0682
 SV0682  NGVD 29 (??/??/92)  592.243  (m)         1943.05   (f) ADJ UNCH    1 2
 SV0682
 SV0682.Superseded values are not recommended for survey control.
 SV0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0682.See file dsdata.txt to determine how the superseded data were derived.
 SV0682
 SV0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN761792(NAD 83)
 SV0682_MARKER: DR = REFERENCE MARK DISK
 SV0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0682_SP_SET: CONCRETE POST
 SV0682_STAMPING: FELTS NO 2 1940
 SV0682_MARK LOGO: CGS   
 SV0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0682+STABILITY: SURFACE MOTION
 SV0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV0682+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1990
 SV0682
 SV0682  HISTORY     - Date     Condition        Report By
 SV0682  HISTORY     - 1940     MONUMENTED       CGS
 SV0682  HISTORY     - 1965     GOOD             NGS
 SV0682  HISTORY     - 19870509 MARK NOT FOUND   USPSQD
 SV0682  HISTORY     - 19900327 GOOD             NGS
 SV0682  HISTORY     - 19920910 MARK NOT FOUND   USPSQD
 SV0682  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 SV0682
 SV0682                          STATION DESCRIPTION
 SV0682
 SV0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 SV0682'IN SPOKANE.
 SV0682'75 FEET NORTHWEST OF TRIANGULATION STATION FELTS, DESCRIBED ABOVE,
 SV0682'ABOUT 216 FEET SOUTH OF THE CENTER LINE OF DESMET AVENUE, 27 FEET WEST
 SV0682'OF THE CENTER LINE OF DYER AVENUE, AND 1 FOOT EAST OF A FENCE. A
 SV0682'STANDARD REFERENCE-MARK DISK, STAMPED FELTS NO 2 1940 AND SET IN THE
 SV0682'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND. NOTE--
 SV0682'IT IS 67 FEET NORTHWEST OF A TELEPHONE POLE, 53 YARDS SOUTH OF A
 SV0682'2-INCH PIPE ABOUT 3 FEET HIGH, 78 YARDS SOUTH OF DESMET AVENUE AND 30
 SV0682'FEET WEST OF THE CENTER OF DYER ROAD.  THE MARK PROJECTS 6 INCHES.
 SV0682
 SV0682                          STATION RECOVERY (1987)
 SV0682
 SV0682'RECOVERY NOTE BY US POWER SQUADRON 1987 (JER)
 SV0682'MARK NOT FOUND.
 SV0682
 SV0682                          STATION RECOVERY (1990)
 SV0682
 SV0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SV0682'THE STATION IS LOCATED ABOUT 48.3 KM (30.0 MI) NORTH OF LATAH, 32.2 KM
 SV0682'(20.0 MI) EAST OF DEEP CREK, 29.0 KM (18.0 MI) SOUTH OF MILAN, 24.1
 SV0682'KM (15.0 MI) WEST OF THE WASHINGTON-IDAHO STATE LINE AND AT FELTS
 SV0682'FIELD IN SPOKANE.
 SV0682'TO REACH FROM EXIT 285, THE SPRAGUE AVENUE EXIT ON INTERSTATE HIGHWAY
 SV0682'90 EAST OF THE CITY OF SPOKANE, GO WEST ON SPRAGUE AVENUE FOR 0.32 KM
 SV0682'(0.20 MI) TO THE INTERSECTION OF FNACHER ROAD.  TURN RIGHT AND GO
 SV0682'NORTH ON FANCHER ROAD FOR 1.41 KM (0.88 MI) TO THE INTERSECTION OF
 SV0682'BROADWAY BOULEVARD. TURN RIGHT AND GO EAST ON BROADWAY BOULEVARD FOR
 SV0682'0.08 KM (0.05 MI) TO A SIDE ROAD LEFT,  TURN LEFT AND GO NORTH ON
 SV0682'DYER ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 SV0682'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 SV0682'15 CM (6 INCHES) ABOVE THE GROUND SURFACE.  IT IS 65.8 M (215.9 FT)
 SV0682'SOUTH OF THE CENTER OF DESMET AVENUE, 22.92 M (75.20 FT) NORTHWEST OF
 SV0682'STATION FELTS 1940 AND 9.1 M (29.9 FT) WEST OF THE CENTER OF DYER
 SV0682'ROAD.
 SV0682
 SV0682                          STATION RECOVERY (1992)
 SV0682
 SV0682'RECOVERY NOTE BY US POWER SQUADRON 1992 (RBS)
 SV0682'MARK NOT FOUND.
 SV0682
 SV0682                          STATION RECOVERY (2006)
 SV0682
 SV0682'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 SV0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0927 ***********************************************************************
 SV0927  DESIGNATION -  FENCE
 SV0927  PID         -  SV0927
 SV0927  STATE/COUNTY-  WA/LINCOLN
 SV0927  USGS QUAD   -  SPRAGUE (1981)
 SV0927
 SV0927                         *CURRENT SURVEY CONTROL
 SV0927  ___________________________________________________________________
 SV0927* NAD 83(1991)-  47 19 44.41503(N)    117 56 29.78211(W)     ADJUSTED  
 SV0927* NAVD 88     -       662.942  (meters)    2175.00   (feet)  ADJUSTED  
 SV0927  ___________________________________________________________________
 SV0927  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 SV0927  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SV0927  DYNAMIC HT  -         662.968 (meters)    2175.09  (feet)  COMP
 SV0927  MODELED GRAV-     980,629.5   (mgal)                       NAVD 88
 SV0927
 SV0927  HORZ ORDER  -  SECOND
 SV0927  VERT ORDER  -  SECOND    CLASS 0
 SV0927
 SV0927.The horizontal coordinates were established by classical geodetic methods
 SV0927.and adjusted by the National Geodetic Survey in December 1991..
 SV0927
 SV0927.The orthometric height was determined by differential leveling
 SV0927.and adjusted by the National Geodetic Survey in June 1991..
 SV0927
 SV0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0927
 SV0927.The geoid height was determined by GEOID03.
 SV0927
 SV0927.The dynamic height is computed by dividing the NAVD 88
 SV0927.geopotential number by the normal gravity value computed on the
 SV0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0927.degrees latitude (g = 980.6199 gals.).
 SV0927
 SV0927.The modeled gravity was interpolated from observed gravity values.
 SV0927
 SV0927;                    North         East     Units Scale Factor Converg.
 SV0927;SPC WA N     -    40,686.025   718,535.982   MT  1.00003628   +2 09 10.6
 SV0927;SPC WA N     -   133,484.07  2,357,396.80   sFT  1.00003628   +2 09 10.6
 SV0927;SPC WA S     -   224,964.644   693,349.435   MT  0.99999901   +1 51 30.3
 SV0927;SPC WA S     -   738,071.50  2,274,763.94   sFT  0.99999901   +1 51 30.3
 SV0927;UTM  11      - 5,242,156.060   428,854.726   MT  0.99966220   -0 41 32.5
 SV0927
 SV0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0927!SPC WA N     -   0.99989910  x   1.00003628  =   0.99993537
 SV0927!SPC WA S     -   0.99989910  x   0.99999901  =   0.99989811
 SV0927!UTM  11      -   0.99989910  x   0.99966220  =   0.99956133
 SV0927
 SV0927|---------------------------------------------------------------------|
 SV0927| PID    Reference Object                     Distance      Geod. Az  |
 SV0927|                                                           dddmmss.s |
 SV0927| SV0926 FENCE RM 1                            8.620 METERS 00340     |
 SV0927| SV0928 FENCE RM 2                            8.953 METERS 17618     |
 SV0927|---------------------------------------------------------------------|
 SV0927
 SV0927                          SUPERSEDED SURVEY CONTROL
 SV0927
 SV0927  NAD 83(1986)-  47 19 44.42654(N)    117 56 29.77512(W) AD(       ) 2
 SV0927  NAD 27      -  47 19 44.84100(N)    117 56 25.96700(W) AD(       ) 2
 SV0927  NGVD 29 (??/??/92)  661.776  (m)         2171.18   (f) ADJ UNCH    2 0
 SV0927
 SV0927.Superseded values are not recommended for survey control.
 SV0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0927.See file dsdata.txt to determine how the superseded data were derived.
 SV0927
 SV0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN2885542156(NAD 83)
 SV0927_MARKER: DS = TRIANGULATION STATION DISK
 SV0927_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0927_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0927_STAMPING: FENCE 1957
 SV0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0927
 SV0927  HISTORY     - Date     Condition        Report By
 SV0927  HISTORY     - 1957     MONUMENTED       CGS
 SV0927  HISTORY     - 1957     GOOD             CGS
 SV0927  HISTORY     - 1964     MARK NOT FOUND   CGS
 SV0927  HISTORY     - 1965     MARK NOT FOUND   CGS
 SV0927  HISTORY     - 1965     MARK NOT FOUND   NGS
 SV0927
 SV0927                          STATION DESCRIPTION
 SV0927
 SV0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SV0927'THE STATION IS IN A NORTH-SOUTH FENCE LINE THAT DIVIDES CULTIVATED
 SV0927'FARM LAND.  IT IS ABOUT 3 MILES NORTH NORTHEAST OF SPRAGUE, ABOUT
 SV0927'1.5 MILES EAST OF THE NORTHERN PACIFIC RAILROAD, ABOUT 1.0 MILE
 SV0927'NORTHEAST OF A CEMETERY AND ABOUT 0.3 MILE NORTH OF A T FENCE
 SV0927'CORNER.
 SV0927'
 SV0927'TO REACH THE STATION FROM THE POST OFFICE IN SPRAGUE, GO NORTHEAST
 SV0927'ON U.S. HIGHWAY 10 AND 395, THE MAIN STREET OF SPRAGUE, FOR 3
 SV0927'BLOCKS TO THE JUNCTION OF STATE HIGHWAY 11F WITH THE U.S. HIGHWAY
 SV0927'10 AND 395.  TURN LEFT ON HIGHWAY 11F AND GO NORTH FOR 1.1 MILES
 SV0927'TO THE JUNCTION OF STATE HIGHWAY 11F WITH STATE HIGHWAY 2G.  TAKE
 SV0927'THE RIGHT FORK, HIGHWAY 2G, AND GO 0.3 MILE TO A SIDE ROAD ON
 SV0927'THE RIGHT.  TURN RIGHT AND GO EAST ON THE GRADED ROAD FOR 1.0
 SV0927'MILE TO THE END OF THE ROAD AT A WIRE GATE.  PASS THROUGH THE
 SV0927'GATE AND FOLLOW A TRACK ROAD NORTH FOR 0.25 MILE TO THE EDGE
 SV0927'OF FARM LAND AND A FENCE.  TURN RIGHT AND GO EAST ALONG THE
 SV0927'SOUTH SIDE OF THE FENCE FOR 0.5 MILE TO A T FENCE CORNER.  FROM
 SV0927'HERE PACK NORTH ALONG THE WEST SIDE OF THE NORTH-SOUTH FENCE FOR
 SV0927'0.3 MILE TO THE STATION.  THIS STATION CAN BE DRIVEN WHEN
 SV0927'THE FARM LAND IS NOT IN CROP.
 SV0927'
 SV0927'THE STATION MARK IS A STANDARD DISK STAMPED FENCE 1957.  IT IS
 SV0927'BRAZED TO A LENGTH OF 3-INCH SOIL PIPE SET IN THE GROUND AND IS
 SV0927'14 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS 6.2 FEET
 SV0927'SOUTH SOUTHWEST OF A WHITE WITNESS POST AND 28 INCHES WEST OF A
 SV0927'WIRE FENCE.
 SV0927'
 SV0927'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FENCE NO 1 1957.  IT
 SV0927'IS BRAZED TO A LENGTH OF 3-INCH SOIL PIPE SET IN THE GROUND AND
 SV0927'PROJECTING 7 INCHES.  THE MARK IS IN NORTH-SOUTH FENCE LINE.
 SV0927'
 SV0927'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FENCE NO 2 1957.  IT
 SV0927'IS BRAZED TO A LENGTH OF 3-INCH SOIL PIPE SET IN THE GROUND AND
 SV0927'PROJECTING 5 INCHES.  THE MARK IS IN THE NORTH-SOUTH FENCE LINE.
 SV0927
 SV0927                          STATION RECOVERY (1957)
 SV0927
 SV0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 SV0927'3 MI NE FROM SPRAGUE.
 SV0927'TO REACH FROM THE POST OFFICE IN SPRAGUE, GO NORTH ON U.S. HIGHWAYS 10
 SV0927'AND 395 FOR 3 BLOCKS TO THE JUNCTION WITH STATE HIGHWAY 11-F. TURN
 SV0927'LEFT ON STATE HIGHWAY 11-F AND GO NORTH 1.1 MILES TO THE JUNCTION WITH
 SV0927'STATE HIGHWAY 2-G.  TURN RIGHT ON STATE HIGHWAY 2-G AND GO
 SV0927'NORTHEASTERLY FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 SV0927'EAST ON A GRADED ROAD FOR 1.0 MILE TO THE END OF THE ROAD AT A WIRE
 SV0927'GATE.  PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD NORTHERLY FOR
 SV0927'0.25 MILE TO THE EDGE OF FARM LAND AND A FENCE.  TURN RIGHT AND GO
 SV0927'EAST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.5 MILE TO A T-FENCE
 SV0927'CORNER.  FROM HERE PACK NORTH ALONG THE WEST SIDE OF THE FENCE FOR 0.3
 SV0927'MILE TO THE MARK.  A TRUCK CAN BE DRIVEN TO THE MARK WHEN THE FIELD IS
 SV0927'NOT IN CROPS.  THE MARK IS IN THE NORTH-SOUTH FENCE LINE. IT IS BRAZED
 SV0927'TO THE TOP OF A 3 INCH CAST IRON SOIL PIPE SET IN THE GROUND AND
 SV0927'PROJECTING 7 INCHES.
 SV0927
 SV0927                          STATION RECOVERY (1964)
 SV0927
 SV0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FC)
 SV0927'STATION WAS NOT RECOVERED.  CAP DESTROYED.  PIPE PLOWED OUT OF
 SV0927'GROUND AND FOUND ALONG FENCE LINE.
 SV0927'
 SV0927'RM 1 WAS PLOWED OUT OF GROUND AND PIPE FOUND ALONG FENCE LINE.  RM
 SV0927'2 WAS PLOWED OUT OF GROUND.  PIPE COULD NOT BE LOCATED.
 SV0927'
 SV0927'OLD FENCE LINE WAS MOVED APPROX. 3 FT E AND FIELD IS UNDER
 SV0927'CULTIVATION.
 SV0927
 SV0927                          STATION RECOVERY (1965)
 SV0927
 SV0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV0927'THE STATION WAS NOT FOUND.  THE REFERENCE MARKS WERE FOUND PULLED
 SV0927'OUT OF THE GROUND AND LAYING IN THE FENCE LINE.  THE DISK WAS
 SV0927'MISSING FROM REFERENCE MARK NO. 2, AND THE DISK WAS REMOVED FROM
 SV0927'THE PIPE ON REFERENCE MARK NO. 1.  THE WITNESS POST IS GONE AND
 SV0927'ALTHO SOME PRODDING WAS DONE FOR THE STATION MARK ONE WOULD BE
 SV0927'QUITE LUCKY TO FIND IT WITH NOTHING TO MEASURE FROM.  IT IS
 SV0927'BELIEVED THE STATION MARK IS IN GOOD CONDITION, IF IT COULD
 SV0927'BE FOUND.
 SV0927'
 SV0927'THESE MARKS ARE INCLUDED IN WASHINGTON LEVEL LINE NO. 111.
 SV0927
 SV0927                          STATION RECOVERY (1965)
 SV0927
 SV0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 SV0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0313 ***********************************************************************
 TR0313  DESIGNATION -  FENCE
 TR0313  PID         -  TR0313
 TR0313  STATE/COUNTY-  WA/ISLAND
 TR0313  USGS QUAD   -  OAK HARBOR (1973)
 TR0313
 TR0313                         *CURRENT SURVEY CONTROL
 TR0313  ___________________________________________________________________
 TR0313* NAD 83(1991)-  48 20 36.37243(N)    122 39 02.46520(W)     ADJUSTED  
 TR0313* NAVD 88     -        10.493  (meters)      34.43   (feet)  ADJUSTED  
 TR0313  ___________________________________________________________________
 TR0313  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 TR0313  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR0313  DYNAMIC HT  -          10.496 (meters)      34.44  (feet)  COMP
 TR0313  MODELED GRAV-     980,860.5   (mgal)                       NAVD 88
 TR0313
 TR0313  HORZ ORDER  -  SECOND
 TR0313  VERT ORDER  -  FIRST     CLASS II
 TR0313
 TR0313.The horizontal coordinates were established by classical geodetic methods
 TR0313.and adjusted by the National Geodetic Survey in December 1991..
 TR0313
 TR0313.The orthometric height was determined by differential leveling
 TR0313.and adjusted by the National Geodetic Survey in June 1991..
 TR0313
 TR0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0313
 TR0313.The geoid height was determined by GEOID03.
 TR0313
 TR0313.The dynamic height is computed by dividing the NAVD 88
 TR0313.geopotential number by the normal gravity value computed on the
 TR0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0313.degrees latitude (g = 980.6199 gals.).
 TR0313
 TR0313.The modeled gravity was interpolated from observed gravity values.
 TR0313
 TR0313;                    North         East     Units Scale Factor Converg.
 TR0313;SPC WA N     -   150,958.385   365,301.341   MT  0.99994999   -1 21 11.0
 TR0313;SPC WA N     -   495,269.30  1,198,492.82   sFT  0.99994999   -1 21 11.0
 TR0313;UTM  10      - 5,354,531.895   525,883.910   MT  0.99960823   +0 15 39.6
 TR0313
 TR0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0313!SPC WA N     -   1.00000183  x   0.99994999  =   0.99995182
 TR0313!UTM  10      -   1.00000183  x   0.99960823  =   0.99961006
 TR0313
 TR0313|---------------------------------------------------------------------|
 TR0313| PID    Reference Object                     Distance      Geod. Az  |
 TR0313|                                                           dddmmss.s |
 TR0313| TR0315 FENCE RM 1                           16.132 METERS 20147     |
 TR0313| TR0476 TIMBER                              APPROX. 2.5 KM 2043641.4 |
 TR0313| TR0314 FENCE RM 2                            7.303 METERS 30636     |
 TR0313| TR0311 DITCH                               462.679 METERS 3460749.8 |
 TR0313|---------------------------------------------------------------------|
 TR0313
 TR0313                          SUPERSEDED SURVEY CONTROL
 TR0313
 TR0313  NAD 83(1986)-  48 20 36.37449(N)    122 39 02.46922(W) AD(       ) 2
 TR0313  NAD 27      -  48 20 37.01000(N)    122 38 57.84300(W) AD(       ) 2
 TR0313  NGVD 29 (??/??/92)    9.348  (m)           30.67   (f) ADJ UNCH    1 2
 TR0313
 TR0313.Superseded values are not recommended for survey control.
 TR0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0313.See file dsdata.txt to determine how the superseded data were derived.
 TR0313
 TR0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2588454532(NAD 83)
 TR0313_MARKER: DS = TRIANGULATION STATION DISK
 TR0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0313_STAMPING: FENCE 1951
 TR0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0313+STABILITY: SURFACE MOTION
 TR0313
 TR0313  HISTORY     - Date     Condition        Report By
 TR0313  HISTORY     - 1951     MONUMENTED       CGS
 TR0313  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR0313  HISTORY     - 1952     GOOD             NGS
 TR0313  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0313  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TR0313
 TR0313                          STATION DESCRIPTION
 TR0313
 TR0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 TR0313'STATION IS ON THE EAST SIDE OF AULT FIELD OF THE WHIDBEY ISLAND
 TR0313'NAVAL AIR STATION, ABOUT 300 YARDS SOUTHEAST OF THE EAST END OF
 TR0313'RUNWAY 26 AND ABOUT 0.5 MILE NORTHWEST OF THE INTERSECTION
 TR0313'OF TORPEDO ROAD AND STATE HIGHWAY 1-D.  STATION IS ON THE TOP OF
 TR0313'THE EMBANKMENT, ABOUT 36 FEET WEST OF THE CENTERLINE OF THE
 TR0313'HIGHWAY, 23-1/2 FEET EAST OF THE GOVERNMENT PROPERTY FENCE LINE,
 TR0313'14-1/2 FEET SOUTHWEST OF TELEPHONE POLE AEA-410 R 1/2, AND IS
 TR0313'DIRECTLY OPPOSITE A ONE STORY RED ROOFED HOUSE.  STATION AND
 TR0313'REFERENCE MARKS ARE STANDARD DISKS STAMPED FENCE 1951, NO. 1,
 TR0313'1951 AND NO. 2, 1951, RESPECTIVELY, CEMENTED IN DRILL HOLES IN
 TR0313'PRECAST CONCRETE MONUMENTS ABOUT 30 INCHES LONG WITH A LARGE
 TR0313'BELL BOTTOM AND THE UPPER HALF FORMED INTO AN 8 IN X 8 IN
 TR0313'SQUARE AND PROJECTING ABOUT 4 INCHES ABOVE THE GROUND SURFACE.
 TR0313'
 TR0313'R. M. NO. 1 IS SOUTHEAST OF THE STATION ABOUT 8 FEET EAST OF
 TR0313'THE FENCE LINE, 52 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 TR0313'AND 47-1/2 FEET SOUTHWEST OF TELEPHONE POLE AEA-410 R 1/2.
 TR0313'
 TR0313'R. M. NO. 2 IS NORTHWEST OF THE STATION ABOUT 6 FEET EAST OF
 TR0313'THE FENCE LINE, 53-1/2 FEET WEST OF THE CENTERLINE OF THE
 TR0313'HIGHWAY AND 27 FEET WEST OF TELEPHONE AEA-410 R 1/2.
 TR0313
 TR0313                          STATION RECOVERY (1952)
 TR0313
 TR0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 TR0313'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 TR0313'DESCRIBED IN LITHOGRAPHED LIST NO.1065 WHIDBEY ISLAND NAVAL AIR
 TR0313'STATION, WASHINGTON, DESCRIPTION ADEQUATE, A WITNESS POST SET 2
 TR0313'FEET EAST OF THE STATION.
 TR0313
 TR0313                          STATION RECOVERY (1952)
 TR0313
 TR0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0313'4.4 MI N FROM OAK HARBOR.
 TR0313'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0313'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.5 MILE NORTH
 TR0313'ALONG OLD HIGHWAY 1D, 139 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 TR0313'A T JUNCTION OF A GRAVEL ROAD LEADING EAST, 36.6 FEET WEST OF THE
 TR0313'CENTER LINE OF THE HIGHWAY, 23.8 FEET EAST OF A 6 1/2-FOOT-HIGH
 TR0313'BARBED-WIRE FENCE AND MILITARY RESERVATION PROPERTY LINE, 15 FEET
 TR0313'SOUTHWEST OF TELEPHONE POLE NO. R.E.A. 410 R 1/2, 2 FEET WEST OF A
 TR0313'WITNESS POST, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 TR0313'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 TR0313
 TR0313                          STATION RECOVERY (1960)
 TR0313
 TR0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0313'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR0313'CONDITION.
 TR0313'
 TR0313'THE STATION IS ON THE EAST SIDE OF AULT FIELD OF THE WHIDBEY
 TR0313'ISLAND NAVAL AIR STATION, ABOUT 300 YARDS SOUTHEAST OF THE EAST
 TR0313'END OF RUNWAY 26, ON AN EMBANKMENT ON THE WEST SIDE OF STATE
 TR0313'HIGHWAY 1-D, ABOUT 0.5 MILE NORTHWEST OF ITS INTERSECTION WITH
 TR0313'TORPEDO ROAD, 36 FT. WEST OF THE CENTER OF THE HIGHWAY, 2 FT.
 TR0313'WEST OF A WITNESS POST, AND IS A STANDARD STATION MARK DISK
 TR0313'STAMPED FENCE 1951 SET IN A CONCRETE MONUMENT WHICH PROJECTS
 TR0313'3 INCHES.
 TR0313'
 TR0313'REFERENCE MARK 1 IS SOUTHWEST (INSTEAD OF SOUTHEAST) OF THE
 TR0313'STATION AND IS A STANDARD REFERENCE DISK STAMPED NO 1 1951 SET
 TR0313'IN TOP OF A CONCRETE MONUMENT.
 TR0313'
 TR0313'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED NO 2 1951
 TR0313'SET IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 TR0313'
 TR0313'DISTANCES TO THE REFERENCE MARKS WERE MEASURED AND CHECKED THE
 TR0313'DISTANCES GIVEN IN THE DESCRIPTION.
 TR0313
 TR0313                          STATION RECOVERY (1967)
 TR0313
 TR0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 TR0313'AN EMPLOYEE OF THE PUBLIC WORKS, ENGINEERING DEPARTMENT OF
 TR0313'WHIDBEY ISLAND NAVAL AIR STATION REPORTED THE STATION MARK WAS
 TR0313'DESTROYED DURING THE CONSTRUCTION OF A NEW RUNWAY AT THE AIRFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2257 ***********************************************************************
 SA2257  DESIGNATION -  FENCE
 SA2257  PID         -  SA2257
 SA2257  STATE/COUNTY-  WA/BENTON
 SA2257  USGS QUAD   -  NINE CANYON (1964)
 SA2257
 SA2257                         *CURRENT SURVEY CONTROL
 SA2257  ___________________________________________________________________
 SA2257* NAD 83(1991)-  46 00 19.48236(N)    119 01 34.78653(W)     ADJUSTED  
 SA2257* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 SA2257  ___________________________________________________________________
 SA2257  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 SA2257  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SA2257
 SA2257  HORZ ORDER  -  SECOND
 SA2257
 SA2257.The horizontal coordinates were established by classical geodetic methods
 SA2257.and adjusted by the National Geodetic Survey in December 1991..
 SA2257
 SA2257.The orthometric height was scaled from a topographic map.
 SA2257
 SA2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2257
 SA2257.The geoid height was determined by GEOID03.
 SA2257
 SA2257;                    North         East     Units Scale Factor Converg.
 SA2257;SPC WA S     -    75,767.781   614,133.656   MT  0.99996543   +1 04 13.7
 SA2257;SPC WA S     -   248,581.46  2,014,870.17   sFT  0.99996543   +1 04 13.7
 SA2257;SPC OR N     -   260,937.249 2,614,138.070   MT  1.00000138   +1 02 42.4
 SA2257;SPC OR N     -   856,093.34  8,576,568.47   iFT  1.00000138   +1 02 42.4
 SA2257;UTM  11      - 5,096,644.993   343,113.011   MT  0.99990259   -1 27 29.0
 SA2257
 SA2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2257!SPC WA S     -   0.99993816  x   0.99996543  =   0.99990359
 SA2257!SPC OR N     -   0.99993816  x   1.00000138  =   0.99993954
 SA2257!UTM  11      -   0.99993816  x   0.99990259  =   0.99984076
 SA2257
 SA2257:                Primary Azimuth Mark                     Grid Az
 SA2257:SPC WA S     -  NEEL                                     230 07 30.3
 SA2257:SPC OR N     -  NEEL                                     230 09 01.6
 SA2257:UTM  11      -  NEEL                                     232 39 13.0
 SA2257
 SA2257|---------------------------------------------------------------------|
 SA2257| PID    Reference Object                     Distance      Geod. Az  |
 SA2257|                                                           dddmmss.s |
 SA2257| RB1389 NEEL                                APPROX. 3.1 KM 2311144.0 |
 SA2257| CF5278 FENCE RM 2                            7.835 METERS 26034     |
 SA2257| CF5277 FENCE RM 1                           12.778 METERS 35741     |
 SA2257|---------------------------------------------------------------------|
 SA2257
 SA2257                          SUPERSEDED SURVEY CONTROL
 SA2257
 SA2257  NAD 83(1991)-  46 00 19.48239(N)    119 01 34.78651(W) AD(       ) 2
 SA2257  NAD 83(1986)-  46 00 19.48843(N)    119 01 34.78003(W) AD(       ) 2
 SA2257  NAD 27      -  46 00 20.00600(N)    119 01 30.75900(W) AD(       ) 2
 SA2257
 SA2257.Superseded values are not recommended for survey control.
 SA2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2257.See file dsdata.txt to determine how the superseded data were derived.
 SA2257
 SA2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL4311396645(NAD 83)
 SA2257_MARKER: Z = SEE DESCRIPTION
 SA2257_SETTING: 0 = UNSPECIFIED SETTING
 SA2257
 SA2257  HISTORY     - Date     Condition        Report By
 SA2257  HISTORY     - 1942     MONUMENTED       USE
 SA2257  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SA2257
 SA2257                          STATION DESCRIPTION
 SA2257
 SA2257'DESCRIBED BY US ENGINEERS 1942 (ANS)
 SA2257'STATION IS ABOUT 16 MILES SOUTHWARD FROM KENNEWICK IN FENCE LINE
 SA2257'ON E SIDE OF ROAD AND JUST S OF SUMMIT OF HILL, ABOUT 0.2 MILE
 SA2257'W OF ROAD LEADING TO BLAIR RANCH.
 SA2257'
 SA2257'STATION MARK IS A STANDARD U.S.E. CONTROL-STATION DISK SET IN A
 SA2257'6-INCH SQUARE CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE
 SA2257'GROUND, AND IS 0.8 METER E OF FENCE LINE AND 0.85 METER NE OF A
 SA2257'WHITE REFERENCE POST PROJECTING ABOUT 2 FEET.  IT IS STAMPED FENCE
 SA2257'1941.
 SA2257'
 SA2257'AN UNDERGROUND MARK OF THE SAME NATURE AS THE STATION MARK IS
 SA2257'ALSO SET IN A MASS OF CEMENT ABOUT 3 FEET BELOW THE SURFACE.  IT
 SA2257'IS STAMPED FENCE 1941.
 SA2257'
 SA2257'REFERENCE MARK NO.1 IS A STANDARD U.S.E. DISK WELDED TO THE
 SA2257'TOP OF A 3-INCH IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE THE
 SA2257'GROUND.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK
 SA2257'AND IN THE FENCE LINE.  IT IS STAMPED FENCE NO.1 1941.
 SA2257'
 SA2257'REFERENCE MARK NO.2 IS A STANDARD U.S.E. DISK WELDED TO THE TOP
 SA2257'OF A 3-INCH IRON PIPE PROJECTING ABOUT 6 INCHES, AND IS JUST
 SA2257'ACROSS THE ROAD FROM THE STATION AT ABOUT THE SAME ELEVATION AS
 SA2257'THE STATION MARK.  IT IS STAMPED FENCE NO.2 1941.
 SA2257'
 SA2257'STATION NEEL (U.S.E.) WILL SERVE AS THE AZIMUTH MARK.
 SA2257'
 SA2257'TO REACH FROM THIRD AND WASHINGTON STREETS IN KENNEWICK TURN E
 SA2257'ON THIRD STREET AND GO 10.4 MILES ON RIVER ROAD LEADING TOWARD
 SA2257'HOVER TO FORKS.  TAKE RIGHT FORK AND CONTINUE ON MAIN-TRAVELED
 SA2257'ROAD 11.5 MILES TO STATION ON LEFT.
 SA2257'
 SA2257'NO WITNESS MARKS WERE ESTABLISHED.
 SA2257
 SA2257                          STATION RECOVERY (1956)
 SA2257
 SA2257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 SA2257'RECOVERED.  STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 SA2257'1 IS DESTROYED.  IT WAS FOUND LYING ON THE GROUND BY THE STATION
 SA2257'MARK.  REFERENCE MARK 2 WAS SEARCHED FOR BUT COULD NOT BE FOUND.
 SA2257'
 SA2257'THE FENCE AND THE WITNESS POST, MENTIONED IN THE DESCRIPTION,
 SA2257'NO LONGER EXIST AND THE STATION MARK PROJECTS ABOUT 2 FT.  A LOCAL
 SA2257'LAND OWNER REPORTED THE AREA SURROUNDING THE STATION HAD BEEN CUT
 SA2257'AWAY IN GRADING THE ADJACENT FIELDS.  THE REFERENCE MARKS WERE
 SA2257'PROBABLY DESTROYED AT THAT TIME.  THE STATION IS NOW ON THE E
 SA2257'EDGE OF THE ROAD AND 0.2 MI. S (NOT W) OF THE ROAD LEADING TO
 SA2257'THE BLAIR RANCH.  TO REACH THE STATION FROM THE JUNCTION OF
 SA2257'WASHINGTON STATE HIGHWAY 8 AND THE ROAD TO UMATILLA BRIDGE AT
 SA2257'PLYMOUTH, GO 12.1 MI. N ON WASHINGTON STATE HIGHWAY 8 TO A
 SA2257'T-ROAD E, OPPOSITE A WINDMILL AND CORRAL ON THE LEFT (W),
 SA2257'TURN RIGHT AND GO 5.8 MI. E TO A FORK, TAKE THE ROAD TO THE
 SA2257'LEFT FOR 0.5 MI. N TO A T-ROAD E, TURN RIGHT AND GO 3.6 MI. E
 SA2257'TO A Y-INTERSECTION, TURN SHARP RIGHT AND GO 3.0 MI. TO
 SA2257'A Y-INTERSECTION, CONTINUE STRAIGHT FOR 1.9 MI. TO THE STATION ON
 SA2257'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0315 ***********************************************************************
 TR0315  DESIGNATION -  FENCE RM 1
 TR0315  PID         -  TR0315
 TR0315  STATE/COUNTY-  WA/ISLAND
 TR0315  USGS QUAD   -  OAK HARBOR (1973)
 TR0315
 TR0315                         *CURRENT SURVEY CONTROL
 TR0315  ___________________________________________________________________
 TR0315* NAD 83(1986)-  48 20 36.     (N)    122 39 02.     (W)     SCALED    
 TR0315* NAVD 88     -        10.568  (meters)      34.67   (feet)  ADJUSTED  
 TR0315  ___________________________________________________________________
 TR0315  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR0315  DYNAMIC HT  -          10.570 (meters)      34.68  (feet)  COMP
 TR0315  MODELED GRAV-     980,860.5   (mgal)                       NAVD 88
 TR0315
 TR0315  VERT ORDER  -  FIRST     CLASS II
 TR0315
 TR0315.The horizontal coordinates were scaled from a topographic map and have
 TR0315.an estimated accuracy of +/- 6 seconds.
 TR0315
 TR0315.The orthometric height was determined by differential leveling
 TR0315.and adjusted by the National Geodetic Survey in June 1991..
 TR0315
 TR0315.The geoid height was determined by GEOID03.
 TR0315
 TR0315.The dynamic height is computed by dividing the NAVD 88
 TR0315.geopotential number by the normal gravity value computed on the
 TR0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0315.degrees latitude (g = 980.6199 gals.).
 TR0315
 TR0315.The modeled gravity was interpolated from observed gravity values.
 TR0315
 TR0315;                    North         East    Units  Estimated Accuracy
 TR0315;SPC WA N     -   150,950.      365,310.      MT  (+/- 180 meters Scaled)
 TR0315
 TR0315                          SUPERSEDED SURVEY CONTROL
 TR0315
 TR0315  NGVD 29 (??/??/92)    9.423  (m)           30.92   (f) ADJ UNCH    1 2
 TR0315
 TR0315.Superseded values are not recommended for survey control.
 TR0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0315.See file dsdata.txt to determine how the superseded data were derived.
 TR0315
 TR0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU258545(NAD 83)
 TR0315_MARKER: DR = REFERENCE MARK DISK
 TR0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0315_STAMPING: NO 1 1951
 TR0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0315+STABILITY: SURFACE MOTION
 TR0315
 TR0315  HISTORY     - Date     Condition        Report By
 TR0315  HISTORY     - 1951     MONUMENTED       CGS
 TR0315  HISTORY     - 1952     GOOD             NGS
 TR0315
 TR0315                          STATION DESCRIPTION
 TR0315
 TR0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0315'4.4 MI N FROM OAK HARBOR.
 TR0315'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0315'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.5 MILE NORTH
 TR0315'ALONG OLD HIGHWAY 1D, 52.0 FEET WEST OF THE CENTER LINE OF THE
 TR0315'HIGHWAY, 32.8 FEET SOUTHWEST OF TRIANGULATION STATION FENCE, 8.2 FEET
 TR0315'EAST OF A 6 1/2-FOOT-HIGH BARBED-WIRE FENCE AND MILITARY PROPERTY
 TR0315'LINE, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 TR0315'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0314 ***********************************************************************
 TR0314  DESIGNATION -  FENCE RM 2
 TR0314  PID         -  TR0314
 TR0314  STATE/COUNTY-  WA/ISLAND
 TR0314  USGS QUAD   -  OAK HARBOR (1973)
 TR0314
 TR0314                         *CURRENT SURVEY CONTROL
 TR0314  ___________________________________________________________________
 TR0314* NAD 83(1986)-  48 20 36.     (N)    122 39 02.     (W)     SCALED    
 TR0314* NAVD 88     -        10.388  (meters)      34.08   (feet)  ADJUSTED  
 TR0314  ___________________________________________________________________
 TR0314  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TR0314  DYNAMIC HT  -          10.391 (meters)      34.09  (feet)  COMP
 TR0314  MODELED GRAV-     980,860.5   (mgal)                       NAVD 88
 TR0314
 TR0314  VERT ORDER  -  FIRST     CLASS II
 TR0314
 TR0314.The horizontal coordinates were scaled from a topographic map and have
 TR0314.an estimated accuracy of +/- 6 seconds.
 TR0314
 TR0314.The orthometric height was determined by differential leveling
 TR0314.and adjusted by the National Geodetic Survey in June 1991..
 TR0314
 TR0314.The geoid height was determined by GEOID03.
 TR0314
 TR0314.The dynamic height is computed by dividing the NAVD 88
 TR0314.geopotential number by the normal gravity value computed on the
 TR0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0314.degrees latitude (g = 980.6199 gals.).
 TR0314
 TR0314.The modeled gravity was interpolated from observed gravity values.
 TR0314
 TR0314;                    North         East    Units  Estimated Accuracy
 TR0314;SPC WA N     -   150,950.      365,310.      MT  (+/- 180 meters Scaled)
 TR0314
 TR0314                          SUPERSEDED SURVEY CONTROL
 TR0314
 TR0314  NGVD 29 (??/??/92)    9.243  (m)           30.32   (f) ADJ UNCH    1 2
 TR0314
 TR0314.Superseded values are not recommended for survey control.
 TR0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0314.See file dsdata.txt to determine how the superseded data were derived.
 TR0314
 TR0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU258545(NAD 83)
 TR0314_MARKER: DR = REFERENCE MARK DISK
 TR0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0314_STAMPING: NO 2 1951
 TR0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0314+STABILITY: SURFACE MOTION
 TR0314
 TR0314  HISTORY     - Date     Condition        Report By
 TR0314  HISTORY     - 1951     MONUMENTED       CGS
 TR0314  HISTORY     - 1952     GOOD             NGS
 TR0314
 TR0314                          STATION DESCRIPTION
 TR0314
 TR0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0314'4.4 MI N FROM OAK HARBOR.
 TR0314'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0314'THENCE 3.5 MILES NORTH ALONG STATE HIGHWAY 1D, THENCE 0.5 MILE NORTH
 TR0314'ALONG OLD HIGHWAY 1D, 53.5 FEET WEST OF THE CENTER LINE OF THE
 TR0314'HIGHWAY, 23.9 FEET NORTHWEST OF TRIANGULATION STATION FENCE, 27 1/2
 TR0314'FEET WEST OF TELEPHONE POLE A.E.A. 410 R 1/2, 6.2 FEET EAST OF A 6
 TR0314'1/2-FOOT-HIGH BARBED-WIRE FENCE AND MILITARY RESERVATION PROPERTY
 TR0314'LINE, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 TR0314'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1569 ***********************************************************************
 SW1569  DESIGNATION -  FENNO
 SW1569  PID         -  SW1569
 SW1569  STATE/COUNTY-  WA/GRANT
 SW1569  USGS QUAD   -  EVERGREEN RIDGE (1966)
 SW1569
 SW1569                         *CURRENT SURVEY CONTROL
 SW1569  ___________________________________________________________________
 SW1569* NAD 83(1991)-  47 01 04.79456(N)    119 59 56.24319(W)     ADJUSTED  
 SW1569* NAVD 88     -       259.7    (meters)     852.     (feet)  VERTCON   
 SW1569  ___________________________________________________________________
 SW1569  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 SW1569  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SW1569
 SW1569  HORZ ORDER  -  SECOND
 SW1569
 SW1569.The horizontal coordinates were established by classical geodetic methods
 SW1569.and adjusted by the National Geodetic Survey in December 1991..
 SW1569
 SW1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1569
 SW1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1569
 SW1569.The geoid height was determined by GEOID03.
 SW1569
 SW1569;                    North         East     Units Scale Factor Converg.
 SW1569;SPC WA S     -   187,374.949   538,092.146   MT  0.99994313   +0 21 50.2
 SW1569;SPC WA S     -   614,745.98  1,765,390.65   sFT  0.99994313   +0 21 50.2
 SW1569;UTM  11      - 5,211,529.728   272,086.404   MT  1.00023847   -2 11 41.6
 SW1569;UTM  10      - 5,211,535.809   728,072.202   MT  1.00023936   +2 11 47.1
 SW1569
 SW1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1569!SPC WA S     -   0.99996253  x   0.99994313  =   0.99990567
 SW1569!UTM  11      -   0.99996253  x   1.00023847  =   1.00020100
 SW1569!UTM  10      -   0.99996253  x   1.00023936  =   1.00020189
 SW1569
 SW1569|---------------------------------------------------------------------|
 SW1569| PID    Reference Object                     Distance      Geod. Az  |
 SW1569|                                                           dddmmss.s |
 SW1569| CF1436 FENNO RM 1                           13.949 METERS 02741     |
 SW1569| CF1435 FENNO AZ MK                                        0510210.4 |
 SW1569| CF1437 FENNO RM 2                           14.293 METERS 11513     |
 SW1569|---------------------------------------------------------------------|
 SW1569
 SW1569                          SUPERSEDED SURVEY CONTROL
 SW1569
 SW1569  NAD 83(1986)-  47 01 04.80290(N)    119 59 56.23051(W) AD(       ) 2
 SW1569  NAD 27      -  47 01 05.32900(N)    119 59 52.03600(W) AD(       ) 2
 SW1569  NGVD 29 (07/19/86)  258.6    (m)          848.     (f) VERT ANG       
 SW1569
 SW1569.Superseded values are not recommended for survey control.
 SW1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1569.See file dsdata.txt to determine how the superseded data were derived.
 SW1569
 SW1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN7208611530(NAD 83)
 SW1569_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1569
 SW1569  HISTORY     - Date     Condition        Report By
 SW1569  HISTORY     - 1948     MONUMENTED       CGS
 SW1569  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SW1569  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SW1569  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SW1569
 SW1569                          STATION DESCRIPTION
 SW1569
 SW1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SW1569'THE STATION IS ABOUT 4 MILES, AIRLINE, NORTH OF VANTAGE, ON THE
 SW1569'EAST SIDE OF THE COLUMBIA RIVER.  IT IS ON THE FIRST BENCH ABOVE
 SW1569'THE RIVER, 192 FEET WEST OF U.S. HIGHWAY 10, WHERE THE HIGHWAY CURVES
 SW1569'TO THE EAST.
 SW1569'
 SW1569'THE STATION IS A STANDARD DISK, STAMPED FENNO 1948, PROJECTING 2
 SW1569'INCHES, 6.5 FEET WEST OF WITNESS POST, AND 40.0 FEET EAST OF WHERE
 SW1569'BENCH DROPS OFF TO RIVER.
 SW1569'
 SW1569'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED FENNO NUMBER 1
 SW1569'1948, PROJECTING 3 INCHES, AND SAME ELEVATION AS STATION.
 SW1569'
 SW1569'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED FENNO NO 2 1948,
 SW1569'PROJECTING 4 INCHES, AND SAME ELEVATION AS STATION.
 SW1569'
 SW1569'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FENNO 1948, FLUSH WITH
 SW1569'THE SURROUNDING ROCK.
 SW1569'
 SW1569'TO REACH FROM THE STATION, GO NORTHEAST ON U.S. HIGHWAY 10 FOR 0.5
 SW1569'MILE TO FOOT OF FIRST BENCH ON THE RIGHT.  FROM HERE IT IS ABOUT
 SW1569'150 YARDS UP THE RIDGE ON A LITTLE BENCH 50 YARDS FROM THE TOP OF
 SW1569'MAIN BENCH, AND 5 FEET SOUTHWEST OF CAIRN.
 SW1569'
 SW1569'TO REACH THE STATION FROM THE U.S. POST OFFICE IN VANTAGE, CROSS
 SW1569'BRIDGE OVER THE COLUMBIA RIVER TO ITS EAST END.  CONTINUE ON U.S.
 SW1569'HIGHWAY 10 FOR 4.5 MILES TO NORTH END OF GUARD RAIL AT A RIGHT
 SW1569'CURVE ON TOP OF FIRST HILL.  TURN LEFT OFF HIGHWAY AND GO 200 FEET
 SW1569'TO EDGE OF BENCH AND STATION.
 SW1569
 SW1569                          STATION RECOVERY (1957)
 SW1569
 SW1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW1569'THE STATION WAS FOUND AS DESCRIBED.  ALL MARKS ARE IN GOOD CONDITION.
 SW1569'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT THE
 SW1569'AZIMUTH MARK IS ABOUT 100 FEET HIGHER IN ELEVATION THAN THE
 SW1569'HIGHWAY.
 SW1569
 SW1569                          STATION RECOVERY (1963)
 SW1569
 SW1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SW1569'PREVIOUS DESCRIPTION IN WASH VOL II PAGE 3.
 SW1569'
 SW1569'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED.  THE
 SW1569'AZIMUTH MARK WAS NOT SEARCHED FOR.  DUE TO ROUTE CHANGES, U.S.
 SW1569'HIGHWAY 10 NO LONGER RUNS PAST THE STATION, BUT THE STATION IS 3.4
 SW1569'MILES SOUTHWEST ALONG THE OLD HIGHWAY FROM THE POINT WHERE THE OLD
 SW1569'HIGHWAY AND THE NEW HIGHWAY 10 JOIN.
 SW1569
 SW1569                          STATION RECOVERY (1967)
 SW1569
 SW1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW1569'THE STATION IS ABOUT 8 MILES SOUTHWEST OF GEORGE, 5 MILES NORTH OF
 SW1569'THE VANTAGE BRIDGE IN SECTION 30, T18N R23E.
 SW1569'
 SW1569'THE STATION MARK, STAMPED FENNO 1948, IS A STANDARD DISK SET IN A
 SW1569'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS ON THE FIRST
 SW1569'BENCH ON THE EAST SIDE OF THE COLUMBIA RIVER, ON THE WESTERN EDGE OF
 SW1569'A FLAT SAGE BRUSH AND GRASS-COVERED BENCH AT A POINT WHERE THE BENCH
 SW1569'BREAKS OFF TOWARD THE RIVER AND SLOPES LOWER TO THE SOUTH.  IT IS
 SW1569'60 YARDS NORTHWEST OF THE CENTER LINE OF OLD HIGHWAY 10 AND FROM A
 SW1569'POINT 14 FEET EAST OF THE MARK, THE SIXTH-PILLAR SUPPORT FROM THE
 SW1569'WEST END OF THE VANTAGE BRIDGE IS JUST VISIBLE BEYOND THE SLOPE OF A
 SW1569'ROCK CUT ON THE OLD HIGHWAY.
 SW1569'
 SW1569'REFERENCE MARK NO. 1, STAMPED FENNO NO 1 1948 IS A STANDARD DISK
 SW1569'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 15
 SW1569'YARDS EAST OF THE WEST EDGE OF THE BENCH AND ABOUT LEVEL WITH THE
 SW1569'STATION MARK.
 SW1569'
 SW1569'REFERENCE MARK NO. 2, STAMPED FENNO NO 2 1948, IS A STANDARD DISK
 SW1569'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ON THE SOUTH
 SW1569'END OF THE BENCH WHERE THE BENCH SLOPES OFF TO THE SOUTH.  FROM THIS
 SW1569'MARK ONLY THREE PILLAR SUPPORTS ARE VISIBLE ON THE VANTAGE BRIDGE.
 SW1569'
 SW1569'TO REACH FROM THE INTERCHANGE AT GEORGE, GO SOUTHWEST ON INTERSTATE
 SW1569'HIGHWAY 90 FOR 5.6 MILES, TURN RIGHT AND GO NORTH 0.15 MILE ON
 SW1569'COUNTY ROAD U-SW, TURN LEFT AND GO WESTERLY ON COUNTY ROAD 4-SW,
 SW1569'FOLLOWING THE BLACKTOP ROAD DOWN A CANYON FOR 3.25 MILES TO A GUARD
 SW1569'RAIL ON THE RIGHT.  STATION IS 55 YARDS WEST OF THE NORTH END OF THE
 SW1569'GUARD RAIL ON THE WEST SIDE OF THE HIGHWAY AND 1.4 MILES NORTH OF
 SW1569'WHERE THE BLACKTOP ROAD ENDS AT THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2508 ***********************************************************************
 SY2508  DESIGNATION -  FENWICK
 SY2508  PID         -  SY2508
 SY2508  STATE/COUNTY-  WA/KING
 SY2508  USGS QUAD   -  POVERTY BAY (1994)
 SY2508
 SY2508                         *CURRENT SURVEY CONTROL
 SY2508  ___________________________________________________________________
 SY2508* NAD 83(1991)-  47 22 12.32973(N)    122 17 22.48083(W)     ADJUSTED  
 SY2508* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 SY2508  ___________________________________________________________________
 SY2508  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 SY2508  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 SY2508
 SY2508  HORZ ORDER  -  SECOND
 SY2508
 SY2508.The horizontal coordinates were established by classical geodetic methods
 SY2508.and adjusted by the National Geodetic Survey in December 1991..
 SY2508
 SY2508.The orthometric height was scaled from a topographic map.
 SY2508
 SY2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2508
 SY2508.The geoid height was determined by GEOID03.
 SY2508
 SY2508;                    North         East     Units Scale Factor Converg.
 SY2508;SPC WA N     -    42,188.482   390,014.586   MT  1.00002676   -1 05 03.1
 SY2508;SPC WA N     -   138,413.38  1,279,572.85   sFT  1.00002676   -1 05 03.1
 SY2508;SPC WA S     -   227,929.996   364,844.987   MT  1.00000862   -1 17 59.8
 SY2508;SPC WA S     -   747,800.33  1,196,995.59   sFT  1.00000862   -1 17 59.8
 SY2508;UTM  10      - 5,246,537.038   553,636.049   MT  0.99963535   +0 31 21.7
 SY2508
 SY2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2508!SPC WA N     -   0.99998475  x   1.00002676  =   1.00001150
 SY2508!SPC WA S     -   0.99998475  x   1.00000862  =   0.99999337
 SY2508!UTM  10      -   0.99998475  x   0.99963535  =   0.99962010
 SY2508
 SY2508:                Primary Azimuth Mark                     Grid Az
 SY2508:SPC WA N     -  FENWICK AZ MK                            200 35 13.5
 SY2508:SPC WA S     -  FENWICK AZ MK                            200 48 10.2
 SY2508:UTM  10      -  FENWICK AZ MK                            198 58 48.7
 SY2508
 SY2508|---------------------------------------------------------------------|
 SY2508| PID    Reference Object                     Distance      Geod. Az  |
 SY2508|                                                           dddmmss.s |
 SY2508| CE4009 FENWICK AZ MK                                      1993010.4 |
 SY2508| CE4010 FENWICK RM 1                         21.976 METERS 20248     |
 SY2508| CE4011 FENWICK RM 2                         19.111 METERS 28407     |
 SY2508|---------------------------------------------------------------------|
 SY2508
 SY2508                          SUPERSEDED SURVEY CONTROL
 SY2508
 SY2508  NAD 83(1986)-  47 22 12.32284(N)    122 17 22.49179(W) AD(       ) 2
 SY2508  NAD 27      -  47 22 12.96000(N)    122 17 18.06000(W) AD(       ) 2
 SY2508
 SY2508.Superseded values are not recommended for survey control.
 SY2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2508.See file dsdata.txt to determine how the superseded data were derived.
 SY2508
 SY2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5363646537(NAD 83)
 SY2508_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2508
 SY2508  HISTORY     - Date     Condition        Report By
 SY2508  HISTORY     - 1955     MONUMENTED       CGS
 SY2508  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY2508
 SY2508                          STATION DESCRIPTION
 SY2508
 SY2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2508'THE STATION IS ABOUT 15 MILES SOUTH OF SEATTLE AND 14 MILES
 SY2508'NORTHEAST OF TACOMA ON A CLEARED HILL.  IT IS ABOUT 0.15 MILE WEST
 SY2508'OF THE JUNCTION OF S. 260TH. STREET AND MILITARY ROAD IN THE YARD
 SY2508'OF BETTY RICHARDSON, 86 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 SY2508'A HOUSE, 15 FEET EAST OF THE EAST SIDE OF A SMALL SHED AND 6 FEET
 SY2508'WEST-SOUTHWEST OF A WITNESS POST.  IT IS SET FLUSH WITH THE
 SY2508'SURFACE OF THE GROUND AND THE DISK IS STAMPED FENWICK 1955.
 SY2508'
 SY2508'REFERENCE MARK NO. 1 IS 19.5 FEET EAST OF THE NORTHEAST CORNER OF
 SY2508'A HOUSE AND 2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 SY2508'PUMP HOUSE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 SY2508'THE DISK IS STAMPED FENWICK NO 1 1955.
 SY2508'
 SY2508'REFERENCE MARK NO. 2 IS 89 FEET NORTHEAST OF THE NORTHEAST CORNER
 SY2508'OF A HOUSE, 42 FEET WEST OF A SMALL SHED AND 30 FEET NORTH-NORTHEAST
 SY2508'OF THE MOST EASTERLY OF TWO ALDER TREES.  IT IS SET FLUSH WITH THE
 SY2508'SURFACE OF THE GROUND AND THE DISK IS STAMPED FENWICK NO. 2 1955.
 SY2508'
 SY2508'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 SY2508'IS 88.32 FEET.
 SY2508'
 SY2508'THE AZIMUTH MARK IS 63.5 FEET NORTH OF A MAIL BOX, 21 FEET WEST
 SY2508'OF THE CENTER OF MILITARY ROAD, 2.5 FEET NORTH OF A WITNESS POST
 SY2508'AND 1 FOOT EAST OF A POWERLINE POLE.  IT IS SET FLUSH WITH THE
 SY2508'SURFACE OF THE GROUND AND THE DISK IS STAMPED FENWICK 1955.
 SY2508'
 SY2508'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 99
 SY2508'AND STATE ROUTE 5A JUST NORTH OF THE RURAL POST OFFICE IN MIDWAY,
 SY2508'GO SOUTH ON U.S. HIGHWAY NO. 99 FOR 1.7 MILES TO
 SY2508'S. 260TH. STREET.  HERE TURN LEFT AND GO EAST ON S. 260TH. STREET
 SY2508'FOR 0.65 MILE TO A DRIVEWAY ON THE LEFT LEADING INTO THE BETTY
 SY2508'RICHARDSON RESIDENCE, TURN LEFT ON THE DRIVEWAY AND GO NORTH AND
 SY2508'NORTHEAST FOR 0.05 MILE TO THE HOUSE AND THE MARK JUST EAST OF
 SY2508'A SMALL SHED AS DESCRIBED.
 SY2508'
 SY2508'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY LEADING INTO THE
 SY2508'STATION, GO EAST ON S. 260TH. STREET FOR 0.15 MILE TO MILITARY
 SY2508'ROAD.  HERE TURN RIGHT AND GO SOUTHERLY ON MILITARY ROAD FOR 0.4
 SY2508'MILE TO A POWERLINE POLE ON THE RIGHT AND THE MARK AS DESCRIBED.
 SY2508'
 SY2508'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 SY2508
 SY2508                          STATION RECOVERY (1960)
 SY2508
 SY2508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CMB)
 SY2508'STATION HAS BEEN DESTROYED.  A SUBDIVISION HAS BEEN PUT IN AND
 SY2508'BETTY RICHARDSONS HOUSE AND SHED HAVE BEEN ALTERED, ALSO GROUND
 SY2508'HAS BEEN CLEARED AND DOZED SO THAT I AM VERY SURE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1431 ***********************************************************************
 SW1431  DESIGNATION -  FERGUSON
 SW1431  PID         -  SW1431
 SW1431  STATE/COUNTY-  WA/GRANT
 SW1431  USGS QUAD   -  STEAMBOAT ROCK SW (1968)
 SW1431
 SW1431                         *CURRENT SURVEY CONTROL
 SW1431  ___________________________________________________________________
 SW1431* NAD 83(1991)-  47 48 51.14331(N)    119 12 22.36631(W)     ADJUSTED  
 SW1431* NAVD 88     -       728.5    (meters)    2390.     (feet)  VERTCON   
 SW1431  ___________________________________________________________________
 SW1431  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 SW1431  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 SW1431
 SW1431  HORZ ORDER  -  SECOND
 SW1431
 SW1431.The horizontal coordinates were established by classical geodetic methods
 SW1431.and adjusted by the National Geodetic Survey in December 1991..
 SW1431
 SW1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1431
 SW1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1431
 SW1431.The geoid height was determined by GEOID03.
 SW1431
 SW1431;                    North         East     Units Scale Factor Converg.
 SW1431;SPC WA S     -   276,572.794   596,905.256   MT  1.00014578   +0 56 23.3
 SW1431;SPC WA S     -   907,389.24  1,958,346.66   sFT  1.00014578   +0 56 23.3
 SW1431;UTM  11      - 5,298,007.072   334,840.360   MT  0.99993520   -1 38 06.4
 SW1431
 SW1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1431!SPC WA S     -   0.99988893  x   1.00014578  =   1.00003469
 SW1431!UTM  11      -   0.99988893  x   0.99993520  =   0.99982413
 SW1431
 SW1431:                Primary Azimuth Mark                     Grid Az
 SW1431:SPC WA S     -  HARTLINE                                 132 39 10.8
 SW1431:UTM  11      -  HARTLINE                                 135 13 40.5
 SW1431
 SW1431|---------------------------------------------------------------------|
 SW1431| PID    Reference Object                     Distance      Geod. Az  |
 SW1431|                                                           dddmmss.s |
 SW1431| SW1434 HARTLINE                            APPROX.10.5 KM 1333534.1 |
 SW1431| CF1438 FERGUSON RM 1                         8.908 METERS 31653     |
 SW1431|---------------------------------------------------------------------|
 SW1431
 SW1431                          SUPERSEDED SURVEY CONTROL
 SW1431
 SW1431  NAD 83(1986)-  47 48 51.15149(N)    119 12 22.36152(W) AD(       ) 2
 SW1431  NAD 27      -  47 48 51.62200(N)    119 12 18.26800(W) AD(       ) 2
 SW1431  NGVD 29 (07/19/86)  727.3    (m)         2386.     (f) VERT ANG       
 SW1431
 SW1431.Superseded values are not recommended for survey control.
 SW1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1431.See file dsdata.txt to determine how the superseded data were derived.
 SW1431
 SW1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN3484098007(NAD 83)
 SW1431_MARKER: Z = SEE DESCRIPTION
 SW1431_SETTING: 0 = UNSPECIFIED SETTING
 SW1431
 SW1431  HISTORY     - Date     Condition        Report By
 SW1431  HISTORY     - 1934     MONUMENTED       BOR
 SW1431  HISTORY     - 1937     SEE DESCRIPTION  CGS
 SW1431
 SW1431                          STATION DESCRIPTION
 SW1431
 SW1431'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1431'STATION IS LOCATED ON THE W RIM OF GRAND COULEE, IN THE NW 1/4 OF
 SW1431'SEC. 29, T. 27 N., R. 29 E. WM.
 SW1431'
 SW1431'REACHED FROM COULEE CITY POST OFFICE AS FOLLOWS--DRIVE NW 0.9
 SW1431'MILE TO JUNCTION WITH SUNSET HIGHWAY (U.S. 10), CONTINUE W TO
 SW1431'JUNCTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY 2 AT 2.3
 SW1431'MILES.  FOLLOW N ON STATE HIGHWAY 2 TO 14.3, AND TURN E ON DIRT
 SW1431'ROAD.  AT 18.3 TURN N.  AT 19.2 TURN E.  AT 21.4 TURN N.  AT 22.2
 SW1431'TURN RIGHT OFF ROAD THROUGH GATE JUST BEYOND A FENCE APPROACHING
 SW1431'ROAD FROM THE E.  BEAR NE ABOUT 100 YARDS THEN SWING SHARP SE
 SW1431'BACK TO FENCE LINE AND CONTINUE E ALONG FENCE TO 23.1, WHERE
 SW1431'FENCE BEARS OFF TO THE SE.  DRIVE NE FROM THIS POINT FOR 0.3
 SW1431'MILE TO STATION.  ELEVATION BY ANEROID BAROMETER--2,115 FEET.
 SW1431'
 SW1431'STATION IS MARKED WITH A STANDARD BUREAU OF RECLAMATION DISK
 SW1431'STATION MARK GROUTED IN OUTCROPPING BEDROCK.
 SW1431'
 SW1431'REFERENCE MARK IS SET ACCORDING TO NOTE 12B.
 SW1431'
 SW1431'HEIGHT OF STAND ABOVE STATION MARK - 1.105 METERS.
 SW1431
 SW1431                          STATION RECOVERY (1937)
 SW1431
 SW1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CMB)
 SW1431'HEIGHT OF STAND CHANGED FROM 1.105 METERS TO 1.38 METERS OCTOBER
 SW1431'1, 1937.
 SW1431'
 SW1431'CHANGE LOG TO READ AS FOLLOWS--REACHED FROM POST OFFICE IN COULEE
 SW1431'CITY, (0.0 MILES), DRIVE W ON HIGHWAY.  0.9, INTERSECT
 SW1431'U.S. HIGHWAY 10, CONTINUE W.  2.3, TURN RIGHT (N) ON STATE
 SW1431'HIGHWAY 10 TOWARD MANSFIELD.  14.5, TURN RIGHT (E) OFF STATE
 SW1431'HIGHWAY 10.  18.5, TURN N.  19.5, TURN E.  21.6, TURN N.  22.4,
 SW1431'TURN RIGHT OFF ROAD THROUGH GATE JUST BEYOND A FENCE APPROACHING
 SW1431'ROAD FROM THE E.  BEAR NE ABOUT 100 YARDS, THEN SWING SHARP SE
 SW1431'BACK TO FENCE LINE AND CONTINUE E ALONG FENCE TO 23.3 WHERE
 SW1431'FENCE BEARS OFF TO SE.  DRIVE NE FROM THIS POINT 0.3 MILE TO
 SW1431'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1982 ***********************************************************************
 TR1982  DESIGNATION -  FERN 1888
 TR1982  PID         -  TR1982
 TR1982  STATE/COUNTY-  WA/WHATCOM
 TR1982  USGS QUAD   -  LUMMI ISLAND (1994)
 TR1982
 TR1982                         *CURRENT SURVEY CONTROL
 TR1982  ___________________________________________________________________
 TR1982* NAD 83(1991)-  48 43 51.89101(N)    122 43 19.59791(W)     ADJUSTED  
 TR1982* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 TR1982  ___________________________________________________________________
 TR1982  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 TR1982  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 TR1982
 TR1982  HORZ ORDER  -  THIRD
 TR1982
 TR1982.The horizontal coordinates were established by classical geodetic methods
 TR1982.and adjusted by the National Geodetic Survey in December 1991..
 TR1982
 TR1982.The orthometric height was scaled from a topographic map.
 TR1982
 TR1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1982
 TR1982.The geoid height was determined by GEOID03.
 TR1982
 TR1982;                    North         East     Units Scale Factor Converg.
 TR1982;SPC WA N     -   194,177.939   361,066.281   MT  0.99999958   -1 24 22.4
 TR1982;SPC WA N     -   637,065.45  1,184,598.29   sFT  0.99999958   -1 24 22.4
 TR1982;UTM  10      - 5,397,599.261   520,434.727   MT  0.99960513   +0 12 31.9
 TR1982
 TR1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1982!SPC WA N     -   1.00000198  x   0.99999958  =   1.00000156
 TR1982!UTM  10      -   1.00000198  x   0.99960513  =   0.99960711
 TR1982
 TR1982:                Primary Azimuth Mark                     Grid Az
 TR1982:SPC WA N     -  RACCOON BLUFF 1854                       246 44 53.7
 TR1982:UTM  10      -  RACCOON BLUFF 1854                       245 07 59.4
 TR1982
 TR1982|---------------------------------------------------------------------|
 TR1982| PID    Reference Object                     Distance      Geod. Az  |
 TR1982|                                                           dddmmss.s |
 TR1982| TR2015 RACCOON BLUFF 1854                  APPROX. 8.9 KM 2452031.3 |
 TR1982|---------------------------------------------------------------------|
 TR1982
 TR1982                          SUPERSEDED SURVEY CONTROL
 TR1982
 TR1982  NAD 83(1986)-  48 43 51.89157(N)    122 43 19.59953(W) AD(       ) 3
 TR1982  NAD 27      -  48 43 52.50000(N)    122 43 14.95000(W) AD(       ) 3
 TR1982
 TR1982.Superseded values are not recommended for survey control.
 TR1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1982.See file dsdata.txt to determine how the superseded data were derived.
 TR1982
 TR1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2043597599(NAD 83)
 TR1982_MARKER: Z = SEE DESCRIPTION
 TR1982_SETTING: 0 = UNSPECIFIED SETTING
 TR1982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1982
 TR1982  HISTORY     - Date     Condition        Report By
 TR1982  HISTORY     - 1888     MONUMENTED       CGS
 TR1982  HISTORY     - 1949     MARK NOT FOUND   CGS
 TR1982
 TR1982                          STATION DESCRIPTION
 TR1982
 TR1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1888 (JJG)
 TR1982'THIS STATION IS ON A LOW POINT OF SANDSTONE FOUNDATION, WITH
 TR1982'REEF MAKING OUT AT LOW TIDE, FROM WHICH MOST OF THE TIMBER HAS
 TR1982'BEEN CLEARED.  THREE LARGE FIR TREES LIE ACROSS THE POINT.  ONE
 TR1982'3 FEET W FROM STATION.  IT IS 5 PACES BACK FROM EDGE OF GRASS AND
 TR1982'13 PACES FROM HIGH-WATER MARK, ABOUT 10 FEET ABOVE TIDES, IT
 TR1982'JUST SEES THE ROCK OFF POINT MIGLEY.  CLEAR OF INTERVENING
 TR1982'POINT.  A FIR TREE, 16 INCHES IN DIAMETER AND ABOUT 20 METERS
 TR1982'BACK FROM THE SHORE, A LITTLE TO THE N OF A LINE IN
 TR1982'PROLONGATION OF LINE FROM MOUNT CONSTITUTION, IS MARKED BY
 TR1982'BLAZE AND COMPOSITION NAIL.  DISTANT 61 FEET, 7
 TR1982'INCHES.
 TR1982
 TR1982                          STATION RECOVERY (1949)
 TR1982
 TR1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 TR1982'NOT RECOVERED.
 TR1982'
 TR1982'A SEARCH WAS MADE IN THE AREA INDICATED BY J.J.G. IN 1888.  NO
 TR1982'TRACE OF THE MARK OR OF THE REFERENCE TREE COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0743 ***********************************************************************
 SD0743  DESIGNATION -  FERN 1953
 SD0743  PID         -  SD0743
 SD0743  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0743  USGS QUAD   -  MOCLIPS (1994)
 SD0743
 SD0743                         *CURRENT SURVEY CONTROL
 SD0743  ___________________________________________________________________
 SD0743* NAD 83(1991)-  47 14 45.59204(N)    124 10 33.15958(W)     ADJUSTED  
 SD0743* NAVD 88     -        25.7    (meters)      84.     (feet)  VERTCON   
 SD0743  ___________________________________________________________________
 SD0743  LAPLACE CORR-           9.23  (seconds)                    DEFLEC99
 SD0743  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SD0743
 SD0743  HORZ ORDER  -  THIRD
 SD0743
 SD0743.The horizontal coordinates were established by classical geodetic methods
 SD0743.and adjusted by the National Geodetic Survey in December 1991..
 SD0743
 SD0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0743
 SD0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0743
 SD0743.The geoid height was determined by GEOID03.
 SD0743
 SD0743;                    North         East     Units Scale Factor Converg.
 SD0743;SPC WA S     -   219,083.604   221,819.182   MT  0.99998119   -2 40 12.5
 SD0743;SPC WA S     -   718,776.79    727,751.77   sFT  0.99998119   -2 40 12.5
 SD0743;UTM  10      - 5,233,172.067   411,014.846   MT  0.99969731   -0 51 48.5
 SD0743
 SD0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0743!SPC WA S     -   0.99999977  x   0.99998119  =   0.99998096
 SD0743!UTM  10      -   0.99999977  x   0.99969731  =   0.99969708
 SD0743
 SD0743                          SUPERSEDED SURVEY CONTROL
 SD0743
 SD0743  NAD 83(1986)-  47 14 45.58180(N)    124 10 33.16493(W) AD(       ) 3
 SD0743  NAD 27      -  47 14 46.27500(N)    124 10 28.52000(W) AD(       ) 3
 SD0743  NGVD 29 (07/19/86)   24.7    (m)           81.     (f) VERT ANG       
 SD0743
 SD0743.Superseded values are not recommended for survey control.
 SD0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0743.See file dsdata.txt to determine how the superseded data were derived.
 SD0743
 SD0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT1101533172(NAD 83)
 SD0743_MARKER: Z = SEE DESCRIPTION
 SD0743_SETTING: 0 = UNSPECIFIED SETTING
 SD0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0743
 SD0743  HISTORY     - Date     Condition        Report By
 SD0743  HISTORY     - 1953     MONUMENTED       CGS
 SD0743
 SD0743                          STATION DESCRIPTION
 SD0743
 SD0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (FN)
 SD0743'ABOUT 2.3 MILES EAST OF MOCLIPS DEPOT (ABANDONED) ALONG THE
 SD0743'RAYONIER, INC. LOGGING R.R. 100.0 FT. EAST OF TANGENT OF FIRST CURVE
 SD0743'EAST OF LOG RELOAD BOOM AND JUST INSIDE THE QUINAULT INDIAN
 SD0743'RESERVATION.  10.0 FT. NORTH OF CENTERLINE OF R.R. TRACK.  STATION IS
 SD0743'A STANDARD TOPOGRAPHIC DISC STAMPED FERN 1953 CEMENTED IN TOP OF 4
 SD0743'IN CONCRETE TILE.  PROJECTS ABOUT 4 IN ABOVE THE GROUND.  FERN 1953
 SD0743'IS PAINTED IN WHITE ON THE INSIDE OF THE RAIL OPPOSITE THE
 SD0743'STATION.
 SD0743'
 SD0743'R.M. 1 IS A ZINC STRIP MARKED FERN RM1 TACKED TO AN OLD STUMP
 SD0743'SOUTHEAST OF R.R. TRACKS.
 SD0743'
 SD0743'R.M. 2 IS A ZINC STRIP MARKED FERN RM2 TACKED TO AN OLD STUMP
 SD0743'SOUTHEAST OF R.R. TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2793 ***********************************************************************
 SY2793  DESIGNATION -  FERN 2
 SY2793  PID         -  SY2793
 SY2793  STATE/COUNTY-  WA/KING
 SY2793  USGS QUAD   -  VASHON (1994)
 SY2793
 SY2793                         *CURRENT SURVEY CONTROL
 SY2793  ___________________________________________________________________
 SY2793* NAD 83(1991)-  47 29 17.97323(N)    122 28 47.75295(W)     ADJUSTED  
 SY2793* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY2793  ___________________________________________________________________
 SY2793  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 SY2793  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY2793
 SY2793  HORZ ORDER  -  SECOND
 SY2793
 SY2793.The horizontal coordinates were established by classical geodetic methods
 SY2793.and adjusted by the National Geodetic Survey in December 1991..
 SY2793
 SY2793.The orthometric height was scaled from a topographic map.
 SY2793
 SY2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2793
 SY2793.The geoid height was determined by GEOID03.
 SY2793
 SY2793;                    North         East     Units Scale Factor Converg.
 SY2793;SPC WA N     -    55,620.684   375,921.126   MT  1.00000220   -1 13 33.3
 SY2793;SPC WA N     -   182,482.19  1,233,334.56   sFT  1.00000220   -1 13 33.3
 SY2793;SPC WA S     -   241,414.874   350,801.667   MT  1.00003917   -1 26 17.6
 SY2793;SPC WA S     -   792,041.97  1,150,921.80   sFT  1.00003917   -1 26 17.6
 SY2793;UTM  10      - 5,259,563.387   539,176.788   MT  0.99961886   +0 23 00.1
 SY2793
 SY2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2793!SPC WA N     -   1.00000247  x   1.00000220  =   1.00000467
 SY2793!SPC WA S     -   1.00000247  x   1.00003917  =   1.00004164
 SY2793!UTM  10      -   1.00000247  x   0.99961886  =   0.99962133
 SY2793
 SY2793|---------------------------------------------------------------------|
 SY2793| PID    Reference Object                     Distance      Geod. Az  |
 SY2793|                                                           dddmmss.s |
 SY2793| CE4013 FERN 2 RM 2                          10.335 METERS 00235     |
 SY2793| CE4014 FERN 2 RM 3                           6.024 METERS 00342     |
 SY2793| CE4015 FERN 2 RM 4                           5.680 METERS 20127     |
 SY2793| CE4012 FERN 2 RM 1                           5.974 METERS 20303     |
 SY2793| SY2795 WHARFHOUSE ON DOCK NW GABLE         APPROX. 1.6 KM 2233147.1 |
 SY2793| SY2885 VIEW PARK TV STATION KTNT MAST      APPROX. 5.0 KM 2560600.2 |
 SY2793| SY2867 VIEW PARK NPRR MICROWAVE MAST       APPROX. 4.1 KM 2574956.0 |
 SY2793| SY2858 DREWITT HOUSE SOUTHEAST CORNER      APPROX. 2.3 KM 2953308.4 |
 SY2793| SY4658 SOUTHERNMOST OF 3 SHACKS E GAB      APPROX. 2.7 KM 3333837.3 |
 SY2793| SY2791 SYLVAN BEACH WHARFHOUSE N GAB       APPROX. 1.1 KM 3582946.1 |
 SY2793|---------------------------------------------------------------------|
 SY2793
 SY2793                          SUPERSEDED SURVEY CONTROL
 SY2793
 SY2793  NAD 83(1986)-  47 29 17.96616(N)    122 28 47.75969(W) AD(       ) 2
 SY2793  NAD 27      -  47 29 18.61400(N)    122 28 43.29400(W) AD(       ) 2
 SY2793
 SY2793.Superseded values are not recommended for survey control.
 SY2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2793.See file dsdata.txt to determine how the superseded data were derived.
 SY2793
 SY2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3917759563(NAD 83)
 SY2793_MARKER: DS = TRIANGULATION STATION DISK
 SY2793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2793
 SY2793  HISTORY     - Date     Condition        Report By
 SY2793  HISTORY     - 1935     MONUMENTED       CGS
 SY2793  HISTORY     - 1936     GOOD             CGS
 SY2793  HISTORY     - 1947     GOOD             LOCSUR
 SY2793  HISTORY     - 1955     GOOD             LOCENG
 SY2793  HISTORY     - 1964     GOOD             CGS
 SY2793  HISTORY     - 1983     GOOD             USPSQD
 SY2793
 SY2793                          STATION DESCRIPTION
 SY2793
 SY2793'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2793'STATION IS LOCATED IN PUGET SOUND ON VASHON ISLAND ON THE E SHORE OF
 SY2793'COLVOS PASSAGE JUST N OF FERN COVE AND 1-1/4 NAUTICAL MILES S OF
 SY2793'VASHON POINT AT THE N END OF THE ISLAND.  THE STATION IS ON A PART
 SY2793'OF THE BEACH BETWEEN TWO SMALL STREAMS, ONE FLOWING FROM A NARROW
 SY2793'RAVINE 61 METERS S OF THE STATION, THE OTHER SIMILAR STREAM BEING
 SY2793'137.5 METERS N OF THE STATION.  THE STATION IS ON THE E EDGE OF A
 SY2793'FOOT PATH AND IS 15 FEET BACK OF ORDINARY HIGH-WATER MARK, 6 FEET
 SY2793'BACK OF GRAVEL LINE AND 3 FEET ABOVE THE BEACH.  FROM THE STATION
 SY2793'THE BEARING OF PETER POINT IS S 21 DEG W (MAGNETIC) AND THE ANGLE
 SY2793'FROM PETER POINT TO ORCHARD POINT LIGHT IS 111 DEG 42 MIN AND THE
 SY2793'ANGLE FROM SOUTHWORTH POINT TO THE SAME LIGHT IS 0 DEG 40 MIN.
 SY2793'
 SY2793'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY2793'CONCRETE, AS DESCRIBED.
 SY2793'
 SY2793'REFERENCE MARK NO. 1 BEARS 180 DEG (MAGNETIC), IS 8 FEET NW FROM
 SY2793'WITNESS TREE NO. 1, 4 FEET BACK FROM BEACH GRAVEL LINE.
 SY2793'
 SY2793'REFERENCE MARK NO. 2 BEARS 338 DEG (MAGNETIC), AND IS ON THE OUTER
 SY2793'EDGE OF A FOOT PATH 6 FEET BACK FROM BEACH GRAVEL LINE.
 SY2793'
 SY2793'WITNESS TREE NO. 1 IS A 2-FOOT MADRONA.  IT IS 11.3 METERS S 15 DEG
 SY2793'E MAGNETIC OF THE STATION.
 SY2793'
 SY2793'WITNESS TREE NO. 2 IS A DOUBLE CEDAR TREE 33.2 METERS N 31 DEG W
 SY2793'MAGNETIC, CURVING OUT OVER THE BEACH FROM THE SHORE LINE.
 SY2793
 SY2793                          STATION RECOVERY (1936)
 SY2793
 SY2793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY2793'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 SY2793
 SY2793                          STATION RECOVERY (1947)
 SY2793
 SY2793'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (MVJ)
 SY2793'STATION RECOVERED AS DESCRIBED.  STATION MARK IN GOOD CONDITION.
 SY2793'R.M. 1 HAS BEEN OVERTURNED BY WINTER STORMS AND LIES ON BEACH
 SY2793'UNDER A BOAT.  COULD NOT MOVE BOAT TO REPLACE.  WITNESS TREES ARE
 SY2793'STANDING.
 SY2793'
 SY2793'STATION IS ON PROPERTY OWNED BY KENNEDY (1947).  TO REACH BY LAND
 SY2793'FROM VASHON ISLAND MAIN ROAD, TURN RIGHT (FROM VASHON ROAD) TO
 SY2793'SANDY BEACH ROAD LEADING TO BEACH.  LEAVE CAR AND WALK ALONG
 SY2793'FOOTPATH ABOUT 700 FEET PARALLEL TO BEACH IN SW DIRECTION.  STATION
 SY2793'LIES TO LEFT OF PATH, R.M. TO RIGHT.
 SY2793
 SY2793                          STATION RECOVERY (1955)
 SY2793
 SY2793'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955
 SY2793'IT IS EASIER TO DRIVE TO THE STATION.  DRIVE N ON W SIDE OF VASHON
 SY2793'ISLAND TO END OF COUNTY ROAD (AS OF 1955).  STATION IS IN YARD OF
 SY2793'KENNEDYS HOUSE.  A FLAT TOP FOUR-ROOM HOUSE, WITH TWO-CAR GARAGE ON
 SY2793'N.  THE HOUSE TO THE S HAS A SWIMMING POOL IN THE YARD.
 SY2793'
 SY2793'REFERENCE MARK 1 HAS ERODED OUT OF THE GROUND, AND IS LAYING ON ITS
 SY2793'SIDE.
 SY2793'
 SY2793'STATION HAS APPARENTLY TIPPED SLIGHTLY NW, AND WILL WASH AWAY WITHIN
 SY2793'THE NEXT FEW YEARS.  SO WILL REFERENCE MARK 2.
 SY2793
 SY2793                          STATION RECOVERY (1964)
 SY2793
 SY2793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY2793'SINCE THE RECOVERY NOTE WAS WRITTEN IN 1955, A CONCRETE BULKHEAD
 SY2793'HAS BEEN BUILT A LONG THE FRONT OF THE PROPERTY AND THE REFERENCE
 SY2793'MARK DISKS WERE PLACED IN THE BULKHEAD, WHEN POURED, BY THE PROPERTY
 SY2793'OWNER.  MEASUREMENTS AND OBSERVATIONS SHOW THAT THE REFERENCE MARKS
 SY2793'HAVE MOVED FROM THEIR ORIGINAL POSITIONS AND THE STAMPING CHANGED
 SY2793'FROM NO. 1 AND NO. 2 TO NO. 3 AND NO. 4.  THE STATION MARK SHOWS NO
 SY2793'EVIDENCE OF BEING MOVED.
 SY2793'
 SY2793'THE STATION MARK, STAMPED FERN NO 2 1934, IS A STANDARD DISK SET IN
 SY2793'A SQUARE CONCRETE POST FLUSH WITH THE LAWN, 47 FEET NORTHWEST OF THE
 SY2793'NORTHWEST CORNER OF KENNEDYS HOUSE, 24.1 FEET SOUTH OF THE NORTHWEST
 SY2793'CORNER OF THE BULKHEAD, AND 2.3 FEET EAST OF THE EAST EDGE OF THE
 SY2793'BULKHEAD.
 SY2793'
 SY2793'REFERENCE MARK NO. 4 STAMPED, RM 4 1934, IS A STANDARD DISK SET IN
 SY2793'THE BULKHEAD 67.4 FEET NORTH OF THE SOUTH END OF THE BULKHEAD AND
 SY2793'1.3 FEET EAST OF THE WEST EDGE OF BULKHEAD.
 SY2793'
 SY2793'REFERENCE MARK NO. 3, STAMPED RM 3 1934, IS A STANDARD DISK SET IN
 SY2793'THE BULKHEAD 5.2 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 SY2793'BULKHEAD AND 3.6 FEET EAST OF THE WEST EDGE OF THE BULKHEAD.
 SY2793'
 SY2793'FROM THE TRAFFIC LIGHT IN VASHON, GO NORTH ON 99TH AVE. SW FOR 2.45
 SY2793'MILES TO Y.  KEEP LEFT FORK, SW 140 STREET, FOR 0.25 MILE TO REVERSE
 SY2793'Y, TURN SHARP LEFT AND GO 0.5 MILE TO Y, TAKE RIGHT FORK 0.5 MILE TO
 SY2793'Y, KEEP LEFT FORK AND GO WEST AND NORTH 0.15 MILE TO KENNEDYS HOUSE
 SY2793'ON THE LEFT, A DOUBLE GARAGE 40 FEET NORTH OF THE HOUSE AND THE
 SY2793'STATION ON THE LAWN IN FRONT OF THE HOUSE, 2 FEET EAST OF THE
 SY2793'BULKHEAD.
 SY2793
 SY2793                          STATION RECOVERY (1983)
 SY2793
 SY2793'RECOVERY NOTE BY US POWER SQUADRON 1983 (JBD)
 SY2793'FERN 2 RECOVERED GOOD.
 SY2793'
 SY2793'STATION WAS FOUND, NEAR N. END OF AND JUST E. OF CONC. BLKHD.
 SY2793'THIS MON. AND RMS HAVE APPARENTLY BEEN RE-ESTABLISHED FROM THE
 SY2793'ORIGINAL STATION MARKS.  THE ORIGINAL DESCR. OF LOCATION ARE
 SY2793'SUFFICIENT, EXCEPT A ROAD NOW EXISTS TO THE KENNEDY RESIDENCE
 SY2793'INSTEAD OF TRAIL AS PREVIOUSLY NOTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1837 ***********************************************************************
 TR1837  DESIGNATION -  FERNDALE BLACK STACK
 TR1837  PID         -  TR1837
 TR1837  STATE/COUNTY-  WA/WHATCOM
 TR1837  USGS QUAD   -  LUMMI BAY (1994)
 TR1837
 TR1837                         *CURRENT SURVEY CONTROL
 TR1837  ___________________________________________________________________
 TR1837* NAD 83(1991)-  48 49 47.78481(N)    122 41 30.55660(W)     ADJUSTED  
 TR1837* NAVD 88     -                                                        
 TR1837  ___________________________________________________________________
 TR1837  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 TR1837  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 TR1837
 TR1837  HORZ ORDER  -  THIRD
 TR1837
 TR1837.The horizontal coordinates were established by classical geodetic methods
 TR1837.and adjusted by the National Geodetic Survey in December 1991..
 TR1837
 TR1837
 TR1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1837
 TR1837.The geoid height was determined by GEOID03.
 TR1837
 TR1837;                    North         East     Units Scale Factor Converg.
 TR1837;SPC WA N     -   205,114.298   363,559.318   MT  1.00001960   -1 23 01.3
 TR1837;SPC WA N     -   672,945.83  1,192,777.53   sFT  1.00001960   -1 23 01.3
 TR1837;UTM  10      - 5,408,597.111   522,617.597   MT  0.99960628   +0 13 55.1
 TR1837
 TR1837                          SUPERSEDED SURVEY CONTROL
 TR1837
 TR1837  NAD 83(1986)-  48 49 47.78437(N)    122 41 30.55894(W) AD(       ) 4
 TR1837  NAD 27      -  48 49 48.38800(N)    122 41 25.93600(W) AD(       ) 3
 TR1837
 TR1837.Superseded values are not recommended for survey control.
 TR1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1837.See file dsdata.txt to determine how the superseded data were derived.
 TR1837
 TR1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV2261808597(NAD 83)
 TR1837_MARKER: 63 = STACK
 TR1837_SETTING: 0 = UNSPECIFIED SETTING
 TR1837
 TR1837  HISTORY     - Date     Condition        Report By
 TR1837  HISTORY     - UNK      FIRST OBSERVED
 TR1837  HISTORY     - 19821005 GOOD             NGS
 TR1837
 TR1837                          STATION DESCRIPTION
 TR1837
 TR1837'DESCRIBED UNK
 TR1837'RECOVERED AS DESCRIBED.
 TR1837
 TR1837                          STATION RECOVERY (1982)
 TR1837
 TR1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 TR1837'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1847 ***********************************************************************
 TR1847  DESIGNATION -  FERNDALE CRACKING TOWER
 TR1847  PID         -  TR1847
 TR1847  STATE/COUNTY-  WA/WHATCOM
 TR1847  USGS QUAD   -  LUMMI BAY (1994)
 TR1847
 TR1847                         *CURRENT SURVEY CONTROL
 TR1847  ___________________________________________________________________
 TR1847* NAD 83(1991)-  48 49 47.64022(N)    122 41 30.93154(W)     ADJUSTED  
 TR1847* NAVD 88     -                                                        
 TR1847  ___________________________________________________________________
 TR1847  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 TR1847  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 TR1847
 TR1847  HORZ ORDER  -  THIRD
 TR1847
 TR1847.The horizontal coordinates were established by classical geodetic methods
 TR1847.and adjusted by the National Geodetic Survey in December 1991..
 TR1847
 TR1847
 TR1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1847
 TR1847.The geoid height was determined by GEOID03.
 TR1847
 TR1847;                    North         East     Units Scale Factor Converg.
 TR1847;SPC WA N     -   205,110.017   363,551.566   MT  1.00001960   -1 23 01.5
 TR1847;SPC WA N     -   672,931.78  1,192,752.10   sFT  1.00001960   -1 23 01.5
 TR1847;UTM  10      - 5,408,592.616   522,609.971   MT  0.99960628   +0 13 54.9
 TR1847
 TR1847                          SUPERSEDED SURVEY CONTROL
 TR1847
 TR1847  NAD 83(1986)-  48 49 47.63982(N)    122 41 30.93392(W) AD(       ) 4
 TR1847  NAD 27      -  48 49 48.25000(N)    122 41 26.30900(W) AD(       ) 3
 TR1847
 TR1847.Superseded values are not recommended for survey control.
 TR1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1847.See file dsdata.txt to determine how the superseded data were derived.
 TR1847
 TR1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV2261008593(NAD 83)
 TR1847
 TR1847  HISTORY     - Date     Condition        Report By
 TR1847  HISTORY     - 1956     FIRST OBSERVED   CGS
 TR1847  HISTORY     - 1959     SEE DESCRIPTION  CGS
 TR1847  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TR1847  HISTORY     - 19821005 GOOD             NGS
 TR1847  HISTORY     - 1987     GOOD             USPSQD
 TR1847
 TR1847                          STATION DESCRIPTION
 TR1847
 TR1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (KBJ)
 TR1847'2 MILES (NAUT.) NNE OF SANDY PT.
 TR1847'
 TR1847'0.55 MILE (NAUT.) INSHORE.
 TR1847'
 TR1847'0.8 MILE (NAUT.) SE OF FERNDALE REFINERY PIER.
 TR1847'
 TR1847'SIGHTINGS WERE MADE ON THE CENTER OF TWO BLACK STACKS WHICH RISE
 TR1847'THROUGH THE SQUARE STEEL CAGE OF THE TOWER.
 TR1847
 TR1847                          STATION RECOVERY (1959)
 TR1847
 TR1847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJT)
 TR1847'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION FOR THIS
 TR1847'STATION WAS NOT AVAILABLE.
 TR1847'
 TR1847'THIS STATION IS THE CATALYST COLUMN AT FERNDALE OIL REFINERY,
 TR1847'LOCATED S OF CHERRY POINT.
 TR1847
 TR1847                          STATION RECOVERY (1972)
 TR1847
 TR1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 TR1847'THE STATION IS ABOUT 4-1/2 MILES WEST-SOUTHWEST OF FERNDALE, 1 MILE
 TR1847'SOUTH OF MOUNTAIN VIEW ROAD, AND AT THE FERNDALE, MOBILE OIL
 TR1847'REFINERY, IN SECTION 33, T 39 N, R 1 E.  THE REFINERY IS 1/2 MILE
 TR1847'WEST OF THE INTERSECTION OF LAKE TERRELL ROAD AND UNCK ROAD.
 TR1847'
 TR1847'FERNDALE CRACKING TOWER AND FERNDALE, BLACK STACK, ARE ON THE
 TR1847'SAME STRUCTURE.
 TR1847'
 TR1847'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1847'4-1/2 MILES WEST-SOUTHWEST.
 TR1847
 TR1847                          STATION RECOVERY (1982)
 TR1847
 TR1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAW)
 TR1847'RECOVERED AS DESCRIBED.
 TR1847
 TR1847                          STATION RECOVERY (1987)
 TR1847
 TR1847'RECOVERY NOTE BY US POWER SQUADRON 1987 (KF)
 TR1847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1203 ***********************************************************************
 SX1203  DESIGNATION -  FERNOW
 SX1203  PID         -  SX1203
 SX1203  STATE/COUNTY-  WA/KING
 SX1203  USGS QUAD   -  CAPTAIN POINT (1982)
 SX1203
 SX1203                         *CURRENT SURVEY CONTROL
 SX1203  ___________________________________________________________________
 SX1203* NAD 83(1991)-  47 45 18.66723(N)    121 13 50.23159(W)     ADJUSTED  
 SX1203* NAVD 88     -      1889.0    (meters)    6197.     (feet)  VERTCON   
 SX1203  ___________________________________________________________________
 SX1203  LAPLACE CORR-          13.74  (seconds)                    DEFLEC99
 SX1203  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 SX1203
 SX1203  HORZ ORDER  -  FIRST
 SX1203
 SX1203.The horizontal coordinates were established by classical geodetic methods
 SX1203.and adjusted by the National Geodetic Survey in December 1991..
 SX1203
 SX1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1203
 SX1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1203
 SX1203.The geoid height was determined by GEOID03.
 SX1203
 SX1203;                    North         East     Units Scale Factor Converg.
 SX1203;SPC WA N     -    84,039.738   470,213.614   MT  0.99996219   -0 17 44.8
 SX1203;SPC WA N     -   275,720.37  1,542,692.50   sFT  0.99996219   -0 17 44.8
 SX1203;UTM  10      - 5,290,606.688   632,609.043   MT  0.99981609   +1 18 36.1
 SX1203
 SX1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1203!SPC WA N     -   0.99970701  x   0.99996219  =   0.99966921
 SX1203!UTM  10      -   0.99970701  x   0.99981609  =   0.99952315
 SX1203
 SX1203|---------------------------------------------------------------------|
 SX1203| PID    Reference Object                     Distance      Geod. Az  |
 SX1203|                                                           dddmmss.s |
 SX1203| CF4339 FERNOW RM 2                           4.399 METERS 03527     |
 SX1203| CF4337 FERNOW AZ MK                                       1020316.2 |
 SX1203| CF4338 FERNOW RM 1                           5.656 METERS 29211     |
 SX1203| SX1225 EVERGREEN LOOKOUT                   APPROX. 9.4 KM 3443422.4 |
 SX1203|---------------------------------------------------------------------|
 SX1203
 SX1203                          SUPERSEDED SURVEY CONTROL
 SX1203
 SX1203  NAD 83(1986)-  47 45 18.66195(N)    121 13 50.22675(W) AD(       ) 1
 SX1203  NAD 27      -  47 45 19.27200(N)    121 13 45.85900(W) AD(       ) 1
 SX1203  NGVD 29 (07/19/86) 1887.7    (m)         6193.     (f) VERT ANG       
 SX1203
 SX1203.Superseded values are not recommended for survey control.
 SX1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1203.See file dsdata.txt to determine how the superseded data were derived.
 SX1203
 SX1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT3260990607(NAD 83)
 SX1203
 SX1203  HISTORY     - Date     Condition        Report By
 SX1203  HISTORY     - 1937     MONUMENTED       WAGS
 SX1203  HISTORY     - 1940     SEE DESCRIPTION  CGS
 SX1203  HISTORY     - 1950     SEE DESCRIPTION  CGS
 SX1203
 SX1203                          STATION DESCRIPTION
 SX1203
 SX1203'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1203'STATION IS LOCATED IN SEC. 11, T.26N, R.12E, ABOUT 1 MILE W OF
 SX1203'KELLY CREEK, AND 2-1/2 MILES W OF STEVENS PASS AND ABOUT 7 MILES
 SX1203'NE OF SKYKOMISH.
 SX1203'
 SX1203'TO REACH--FROM SKYKOMISH RUN E ON HIGHWAY 8.2 MILES, (THE HIGHWAY
 SX1203'HAS BEEN STRAIGHTENED AND SHORTENED SINCE THIS TIME) AND CONTINUE
 SX1203'ON HIGHWAY 2.5 MILES.  TURN LEFT AND GO N OFF HIGHWAY ONTO OLD
 SX1203'RAILROAD GRADE, FOLLOW THIS GRADE WHICH PASSES THROUGH ABOUT 1/2
 SX1203'MILE OF TUNNEL, 2.9 MILES TO A SWITCHBACK.  PARK.  GO N UP MARTIN
 SX1203'CREEK TRAIL ABOUT 1 MILE TO KELLY CREEK, FOLLOW UP KELLY CREEK
 SX1203'TO WATERFALLS, AT THE TOP OF THE WATERFALLS TAKE LEFT FORK
 SX1203'AND GO UP CREEK TO MEADOW AND SMALL LAKE.  HEAD W FOLLOWING
 SX1203'CREEK TO ROCK SLIDE AND GO UP ROCK SLIDE TO TOP OF RIDGE, GO
 SX1203'AROUND W SIDE OF MOUNTAIN ABOVE LAKE.  CONTINUE TO ROCK SLIDE
 SX1203'AT THE NW END OF LAKE, TAKE THIS SLIDE TO TOP OF PEAK AND
 SX1203'STATION.
 SX1203
 SX1203                          STATION RECOVERY (1940)
 SX1203
 SX1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SX1203'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 SX1203'EXCEPT THAT REFERENCE MARK NO.2 HAS BEEN BADLY BATTERED SO THAT
 SX1203'THE STAMPING IS SCARCELY LEGIBLE.  AN AZIMUTH MARK WAS
 SX1203'ESTABLISHED.  STATION IS ON THE HIGHEST POINT OF MOUNT FERNOW, A
 SX1203'HIGH ROCKY CRAG, LYING ABOUT 7 MILES NE OF SKYKOMISH AND ABOUT
 SX1203'4-1/2 MILES NW OF SCENIC.
 SX1203'
 SX1203'STATION MARK, A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 SX1203'OUTCROPPING BEDROCK, IS STAMPED FERNOW KING CO. AERIAL 1937.
 SX1203'
 SX1203'REFERENCE MARK NO.1, A STANDARD BRONZE DISK WEDGED IN A DRILL
 SX1203'HOLE IN OUTCROPPING BEDROCK, IS WNW OF STATION AND 5 FEET BELOW
 SX1203'STATION.  IT IS STAMPED FERNOW KING CO. AERIAL 1937.
 SX1203'
 SX1203'REFERENCE MARK NO.2, A STANDARD BRONZE DISK WEDGED IN A DRILL
 SX1203'HOLE IN OUTCROPPING BEDROCK, IS NE OF STATION, AND 5 FEET BELOW
 SX1203'STATION.  IT IS STAMPED FERNOW KING CO. AERIAL 1937.
 SX1203'
 SX1203'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 SX1203'A BOULDER AND STAMPED FERNOW 1940.
 SX1203'
 SX1203'TO REACH FROM SKYKOMISH, GO E ON STATE HIGHWAY 15 FOR 8.2 MILES
 SX1203'(A NEW HIGHWAY IS UNDER CONSTRUCTION WHICH WILL SHORTEN THIS
 SX1203'DISTANCE) TO MARTIN CREEK.  CROSS MARTIN CREEK AND CONTINUE E FOR
 SX1203'2.5 MILES TO SIGN SCENIC POST OFFICE ON RIGHT, AND A NARROW GRAVEL
 SX1203'ROAD JUST BEYOND ON LEFT, LEADING N.  TURN LEFT ON GRAVEL ROAD,
 SX1203'WHICH PRESENTLY JOINS THE OLD RAILROAD GRADE, AND GO FOR 1.1
 SX1203'MILES TO E ENTRANCE OF RAILROAD TUNNEL.  PASS THROUGH TUNNEL TO
 SX1203'W ENTRANCE, A DISTANCE OF 0.5 MILE.  CONTINUE N AND NW ON OLD
 SX1203'GRADE FOR 1.1 MILES TO END OF TRUCK TRAVEL AT SWITCHBACK ON E
 SX1203'BANK OF MARTIN CREEK.  FROM HERE THE STATION IS ABOUT A
 SX1203'7-HOUR BACK PACK.  PACK UP TRAIL FOR ABOUT 1 MILE TO JUNCTION
 SX1203'OF KELLY AND MARTIN CREEKS--LEAVE TRAIL AND GO NW UP KELLY
 SX1203'CREEK, FOLLOWING CREEK BOTTOM TO WATERFALLS ABOUT 0.75
 SX1203'MILE.  ABOVE THE FALLS A SHORT DISTANCE, TAKE THE FIRST LEFT
 SX1203'(W) FORK OF KELLY CREEK AND FOLLOW CREEK BOTTOM FOR ABOUT A
 SX1203'MILE TO A SMALL LAKE IN MEADOW.  MOUNT FERNOW CAN BE SEEN FROM
 SX1203'HERE AS THE HIGHEST PEAK TO THE W.  CONTINUE NW UP CREEK TO
 SX1203'ITS HEADWATERS AT BOTTOM OF ROCK SLIDE WHICH IS ON THE S SIDE
 SX1203'OF STATION.  THE AZIMUTH MARK IS ON THE LEFT ABOUT 75 YARDS ON
 SX1203'THE TOP OF THE HIGHEST OF A GROUP OF VERY LARGE BOULDERS.  PACK
 SX1203'UP ROCK SLIDE TO SMALL SADDLE.  GO DOWN W SIDE OF SADDLE TO THE
 SX1203'NW CORNER OF LAKE, WHICH IS ON THE S SIDE OF MOUNT FERNOW.  PACK
 SX1203'UP STEEP ROCK SLIDE OR DRAW LEADING NE TO TOP OF MOUNTAIN AND
 SX1203'STATION.
 SX1203'
 SX1203'NOTE--A LARGE DISCREPANCY WILL BE NOTED BETWEEN THE 1937 AND
 SX1203'1940 DIRECTIONS.  THE 1937 DIRECTIONS ARE DEFINITELY IN ERROR
 SX1203'AS THE 1937 VALUES DID NOT CHECK EVEN ROUGHLY THE CARDINAL
 SX1203'DIRECTIONS AT THE STATION.
 SX1203'
 SX1203'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 SX1203
 SX1203                          STATION RECOVERY (1950)
 SX1203
 SX1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SX1203'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 SX1203'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 SX1203'
 SX1203'THE STATION IS LOCATED ON THE HIGHEST POINT OF MOUNT FERNOW.  IT
 SX1203'IS ABOUT 7 MILES AIRLINE NORTHEAST OF SKYKOMISH, 4-1/2 MILES
 SX1203'AIRLINE NORTHWEST OF SCENIC, AND ABOUT 16 MILES AIRLINE
 SX1203'EAST-SOUTHEAST OF INDEX.
 SX1203'
 SX1203'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN A LARGE
 SX1203'FLAT OUTCROPPING BEDROCK THAT IS ABOUT 8 FEET IN DIAMETER AND
 SX1203'PROJECTS 4 FEET.  THE DISK IS STAMPED--FERNOW 1937 KING CO. AERIAL.
 SX1203'
 SX1203'REFERENCE MARK NUMBER ONE IS A STANDARD DISK SET IN A DRILL HOLE
 SX1203'IN OUTCROPPING BEDROCK.  IT IS 6 INCHES NORTHWEST OF A 30-FOOT
 SX1203'CLIFF, AND ABOUT 8 FEET LOWER THAN THE STATION.  THE DISK IS
 SX1203'STAMPED--FERNOW 1937 KING CO. AERIAL.  THE STAMPING ON THE DISK
 SX1203'HAS BEEN BADLY DAMAGED.
 SX1203'
 SX1203'REFERENCE MARK NUMBER TWO IS 15 INCHES SOUTHEAST OF AN 8-FOOT
 SX1203'CLIFF, AND 1 FOOT NORTH OF A 15-FOOT CLIFF.  IT IS A STANDARD
 SX1203'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS ABOUT 6
 SX1203'FEET LOWER THAN THE STATION.  THE DISK IS STAMPED--FERNOW 1937
 SX1203'KING CO. AERIAL.
 SX1203'
 SX1203'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 SX1203'LARGE BOULDER.  IT IS 75 YARDS EAST OF THE HEAD WATERS OF KELLY
 SX1203'CREEK, AND IS ON THE TOP OF THE LARGEST BOULDER OF A GROUP OF
 SX1203'LARGE BOULDERS THAT LIE ON A SMALL BENCH AND AT THE FOOT OF A
 SX1203'LONG STEEP ROCK SLIDE.  THE BOULDER PROJECTS ABOUT 8 FEET ABOVE
 SX1203'THE GROUND.  THE DISK IS STAMPED--FERNOW 1940.  TO REACH THE
 SX1203'MARK FROM THE STATION GO EASTERLY ALONG THE TOP OF THE RIDGE TO
 SX1203'A SADDLE AT THE TOP OF A LARGE ROCK SLIDE.  TURN LEFT AND
 SX1203'GO NORTHERLY DOWN THE ROCK SLIDE TO A SMALL BENCH AT THE FOOT OF
 SX1203'THE SLIDE.  THE MARK IS IN THE LARGEST ONE OF THE GROUP OF VERY
 SX1203'LARGE BOULDERS.
 SX1203'
 SX1203'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 15
 SX1203'AND U.S. HIGHWAY 2 IN THE NORTH EDGE OF SKYKOMISH GO EAST ON
 SX1203'U.S. HIGHWAY 2 FOR 9.3 MILES TO A NARROW GRAVEL ROAD ON THE
 SX1203'LEFT.  TURN LEFT AND GO 0.3 MILE TO A LARGE CAVE IN ON THE ROAD
 SX1203'AND A HIGH CONCRETE WALL TO THE RIGHT OF THE ROAD AND THE END OF
 SX1203'TRUCK TRAVEL.  PACK WEST ALONG THE ROAD, THAT HAS AT ONE TIME
 SX1203'BEEN A RAILROAD GRADE, FOR ABOUT 1.0 MILE TO THE ENTRANCE OF A
 SX1203'TUNNEL.  CONTINUE, WEST, FOR 0.5 MILE THROUGH THE TUNNEL,
 SX1203'AND THEN FOLLOW THE ROAD BED FOR ABOUT 2 MILES TO THE END OF THE
 SX1203'ROAD AND A FOREST SERVICE TRAIL STRAIGHT AHEAD.  GO
 SX1203'NORTHWESTERLY ON THE MARTIN CREEK TRAIL FOR ABOUT 1.0 MILE TO
 SX1203'A SMALL CAMP SITE.  CROSS OVER MARTIN CREEK AND FOLLOW THE TRAIL
 SX1203'UP STREAM TO WHERE KELLY CREEK ENTERS MARTIN CREEK.  TURN LEFT
 SX1203'AND FOLLOW KELLY CREEK TO A WATER FALL.  TURN LEFT AND FOLLOW A
 SX1203'SMALL BRANCH OF KELLY CREEK UPSTREAM TO A SMALL LAKE.  PASS
 SX1203'ALONG THE WEST SIDE OF THE LAKE AND GO SOUTH TO A SMALL BENCH
 SX1203'AND A GROUP OF LARGE BOULDERS.  (THE AZIMUTH MARK IS ON THE
 SX1203'LARGEST OF THE BOULDERS IN THE GROUP.) FROM THE SMALL BENCH
 SX1203'CONTINUE UP A STEEP ROCK SLIDE TO A SADDLE.  TURN RIGHT,
 SX1203'WESTERLY, AND CLIMB ALONG THE CREST OF THE RIDGE TO THE
 SX1203'HIGHEST POINT ON THE WEST END OF THE RIDGE AND THE
 SX1203'STATION.  NOTE--A 25-FOOT LENGTH OF ROPE WILL BE NEEDED TO HOIST
 SX1203'HEAVY PACKS UP A CLIFF TO GET ON THE LAST HUMP.  THIS WILL BE
 SX1203'ABOUT A 10 HOUR PACK NOW DUE TO THE CAVE IN ON THE ROAD.
 SX1203'
 SX1203'NOTE--THE DESCREPANCY WAS NOTED IN THE FIELD AND CHECKED FOR
 SX1203'R.M. (1936).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1401 ***********************************************************************
 TP1401  CBN         -  This is a Cooperative Base Network Control Station.
 TP1401  DESIGNATION -  FERRY
 TP1401  PID         -  TP1401
 TP1401  STATE/COUNTY-  WA/FERRY
 TP1401  USGS QUAD   -  INCHELIUM (1993)
 TP1401
 TP1401                         *CURRENT SURVEY CONTROL
 TP1401  ___________________________________________________________________
 TP1401* NAD 83(1998)-  48 16 39.10550(N)    118 09 16.41815(W)     ADJUSTED  
 TP1401* NAVD 88     -       399.9    (meters)    1312.     (feet)  GPS OBS   
 TP1401  ___________________________________________________________________
 TP1401  X           -  -2,006,780.042 (meters)                     COMP
 TP1401  Y           -  -3,749,766.620 (meters)                     COMP
 TP1401  Z           -   4,737,754.606 (meters)                     COMP
 TP1401  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 TP1401  ELLIP HEIGHT-         381.82  (meters)          (03/21/00) GPS OBS
 TP1401  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TP1401
 TP1401  HORZ ORDER  -  A
 TP1401  ELLP ORDER  -  THIRD     CLASS II
 TP1401
 TP1401.The horizontal coordinates were established by GPS observations
 TP1401.and adjusted by the National Geodetic Survey in March 2000..
 TP1401.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TP1401.DATUM ITEM on the data sheet items page.
 TP1401
 TP1401.The orthometric height was determined by GPS observations and a
 TP1401.high-resolution geoid model.
 TP1401
 TP1401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TP1401
 TP1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1401
 TP1401.The ellipsoidal height was determined by GPS observations
 TP1401.and is referenced to NAD 83.
 TP1401
 TP1401.The geoid height was determined by GEOID03.
 TP1401
 TP1401;                    North         East     Units Scale Factor Converg.
 TP1401;SPC WA N     -   145,499.533   698,778.976   MT  0.99994613   +1 59 39.8
 TP1401;SPC WA N     -   477,359.72  2,292,577.36   sFT  0.99994613   +1 59 39.8
 TP1401;UTM  11      - 5,347,791.425   414,338.565   MT  0.99969016   -0 51 42.4
 TP1401
 TP1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1401!SPC WA N     -   0.99994016  x   0.99994613  =   0.99988630
 TP1401!UTM  11      -   0.99994016  x   0.99969016  =   0.99963034
 TP1401
 TP1401                          SUPERSEDED SURVEY CONTROL
 TP1401
 TP1401  NAD 83(1991)-  48 16 39.10437(N)    118 09 16.41914(W) AD(       ) B
 TP1401  ELLIP H (05/29/91)  381.96   (m)                       GP(       ) 4 1
 TP1401  NGVD 29 (05/29/91)  398.9    (m)         1309.     (f) GPS OBS        
 TP1401
 TP1401.Superseded values are not recommended for survey control.
 TP1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1401.See file dsdata.txt to determine how the superseded data were derived.
 TP1401
 TP1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1433947791(NAD 83)
 TP1401_MARKER: DH = HORIZONTAL CONTROL DISK
 TP1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1401_SP_SET: CONCRETE POST
 TP1401_STAMPING: FERRY 1990
 TP1401_MARK LOGO: NGS   
 TP1401_MAGNETIC: N = NO MAGNETIC MATERIAL
 TP1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1401+STABILITY: SURFACE MOTION
 TP1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TP1401+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1998
 TP1401
 TP1401  HISTORY     - Date     Condition        Report By
 TP1401  HISTORY     - 1989     MONUMENTED       NGS
 TP1401  HISTORY     - 19900910 GOOD
 TP1401  HISTORY     - 19980225 GOOD             WADNR
 TP1401
 TP1401                          STATION DESCRIPTION
 TP1401
 TP1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 TP1401'THE STATION IS LOCATED ABOUT 43.4 KM (27.0 MI) NORTHEAST OF KELLER,
 TP1401'37.0 KM (23.0 MI) WEST OF CHEWELAH, 35.4 KM (22.0 MI) SOUTHWEST OF
 TP1401'COLVILLE AND AT THE FERRY LANDING AT INCHELIUM.  THE PROPERTY IS
 TP1401'CONTROLLED BY THE BUREAU OF RECLAMATION.
 TP1401'TO REACH FROM THE POST OFFICE IN INCHELIUM, GO SOUTH ABD EAST ON THE
 TP1401'MAIN ROAD FOR 1.45 KM (0.90 MI) TO A FORK.  TAKE THE LEFT FORK AND GO
 TP1401'EASTERLY ON THE MAIN ROAD FOR 3.22 KM (2.00 MI) TO THE FERRY LANDING
 TP1401'AND THE STATION ON THE LEFT.
 TP1401'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 TP1401'WITH THE GROUND SURFACE.  IT IS 32.3 M (106.0 FT) WEST OF A STOP
 TP1401'LIGHT AT THE FERRY, 18.6 M (61.0 FT) EAST OF THE FERRY RAMP, 2.4 M
 TP1401'(7.9 FT) NORTHWEST OF THE NORTH LEG OF A WOODEN SIGN AND 0.6 M
 TP1401'(2.0 FT) WEST OF A WITNESS POST.
 TP1401
 TP1401                          STATION RECOVERY (1990)
 TP1401
 TP1401'RECOVERED 1990
 TP1401'RECOVERED IN GOOD CONDITION.
 TP1401
 TP1401                          STATION RECOVERY (1998)
 TP1401
 TP1401'RECOVERY NOTE BY WA DEPT OF NAT RES 1998 (FP)
 TP1401'THE STATION IS LOCATED ABOUT 43.4 KM (26.95 MI) NORTHEAST OF KELLER,
 TP1401'37.0 KM (23.00 MI) WEST OF CHEWELAH, 35.4 KM (22.00 MI) SOUTHWEST OF
 TP1401'COLVILLE AND AT THE FERRY LANDING AT INCHELIUM.  THE PROPERTY IS
 TP1401'CONTROLLED BY THE BUREAU OF RECLAMATION.  TO REACH FROM THE POST
 TP1401'OFFICE IN INCHELIUM, GO SOUTH AND EAST ON THE MAIN ROAD FOR 1.45 KM
 TP1401'(0.90 MI) TO A FORK.  TAKE THE LEFT FORK AND GO EASTERLY ON THE MAIN
 TP1401'ROAD FOR 3.22 KM (2.00 MI) TO THE FERRY LANDING AND THE STATION ON THE
 TP1401'LEFT.  THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 TP1401'FLUSH WITH THE GROUND SURFACE.  IT IS 32.3 M (106.0 FT) WEST OF A STOP
 TP1401'LIGHT AT THE FERRY, 18.6 M (61.0 FT) NORTHWEST OF THE FERRY RAMP, 2.4
 TP1401'M (7.9 FT) NORTHWEST OF THE NORTH LEG OF A WOODEN SIGN AND 0.6 M (2.0
 TP1401'FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1197 ***********************************************************************
 SW1197  DESIGNATION -  FERRY 1956
 SW1197  PID         -  SW1197
 SW1197  STATE/COUNTY-  WA/LINCOLN
 SW1197  USGS QUAD   -  LINCOLN (1985)
 SW1197
 SW1197                         *CURRENT SURVEY CONTROL
 SW1197  ___________________________________________________________________
 SW1197* NAD 83(1991)-  47 50 03.85471(N)    118 26 00.91735(W)     ADJUSTED  
 SW1197* NAVD 88     -       478.     (meters)    1568.     (feet)  SCALED    
 SW1197  ___________________________________________________________________
 SW1197  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 SW1197  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 SW1197
 SW1197  HORZ ORDER  -  THIRD
 SW1197
 SW1197.The horizontal coordinates were established by classical geodetic methods
 SW1197.and adjusted by the National Geodetic Survey in December 1991..
 SW1197
 SW1197.The orthometric height was scaled from a topographic map.
 SW1197
 SW1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1197
 SW1197.The geoid height was determined by GEOID03.
 SW1197
 SW1197;                    North         East     Units Scale Factor Converg.
 SW1197;SPC WA N     -    95,571.256   679,616.882   MT  0.99995444   +1 47 12.0
 SW1197;SPC WA N     -   313,553.36  2,229,709.72   sFT  0.99995444   +1 47 12.0
 SW1197;UTM  11      - 5,298,890.079   392,720.082   MT  0.99974142   -1 03 45.7
 SW1197
 SW1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1197!SPC WA N     -   0.99992807  x   0.99995444  =   0.99988251
 SW1197!UTM  11      -   0.99992807  x   0.99974142  =   0.99966951
 SW1197
 SW1197:                Primary Azimuth Mark                     Grid Az
 SW1197:SPC WA N     -  AIRSTRIP 1956                            106 21 10.8
 SW1197:UTM  11      -  AIRSTRIP 1956                            109 12 08.5
 SW1197
 SW1197|---------------------------------------------------------------------|
 SW1197| PID    Reference Object                     Distance      Geod. Az  |
 SW1197|                                                           dddmmss.s |
 SW1197| SW1194 AIRSTRIP 1956                       APPROX. 0.9 KM 1080822.8 |
 SW1197|---------------------------------------------------------------------|
 SW1197
 SW1197                          SUPERSEDED SURVEY CONTROL
 SW1197
 SW1197  NAD 83(1986)-  47 50 03.86520(N)    118 26 00.91417(W) AD(       ) 3
 SW1197  NAD 27      -  47 50 04.31300(N)    118 25 56.93900(W) AD(       ) 3
 SW1197
 SW1197.Superseded values are not recommended for survey control.
 SW1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1197.See file dsdata.txt to determine how the superseded data were derived.
 SW1197
 SW1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN9272098890(NAD 83)
 SW1197
 SW1197  HISTORY     - Date     Condition        Report By
 SW1197  HISTORY     - 1956     MONUMENTED       NPRR
 SW1197
 SW1197                          STATION DESCRIPTION
 SW1197
 SW1197'DESCRIBED BY NORTHERN PACIFIC RAILROAD 1956
 SW1197'LOCATED IN SMALL CRATER AT HIGHEST PART OF ROCK OUTCROPPING IN
 SW1197'SE 1/4 SW 1/4 OF SECTION 17, T.27N-R.35E.W.M.  AT ROAD JUNCTION
 SW1197'1.4 MILES WEST OF LINCOLN, WASHINGTON PROCEED UP SIDEROAD
 SW1197'NORTHWESTERLY PAST FARM TO FIRST ROAD TO THE RIGHT.  FOLLOW THIS
 SW1197'ROAD TO BASE OF ROCK OUTCROPPING AND CLIMB UP EASTERLY SIDE OF
 SW1197'ROCK OUTCROPPING TO THE HIGHEST POINT AND THE TRIANGULATION
 SW1197'STATION.  A WOOD STAKE WAS SET FLUSH WITH THE GROUND AND A
 SW1197'2X2-INCH FLAG EIGHT FEET HIGH WAS ERECTED OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0540 ***********************************************************************
 SA0540  DESIGNATION -  FF 253
 SA0540  PID         -  SA0540
 SA0540  STATE/COUNTY-  WA/ADAMS
 SA0540  USGS QUAD   -  LIND (1970)
 SA0540
 SA0540                         *CURRENT SURVEY CONTROL
 SA0540  ___________________________________________________________________
 SA0540* NAD 83(1986)-  46 58 12.     (N)    118 37 15.     (W)     SCALED    
 SA0540* NAVD 88     -       412.165  (meters)    1352.24   (feet)  ADJUSTED  
 SA0540  ___________________________________________________________________
 SA0540  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 SA0540  DYNAMIC HT  -         412.186 (meters)    1352.31  (feet)  COMP
 SA0540  MODELED GRAV-     980,651.8   (mgal)                       NAVD 88
 SA0540
 SA0540  VERT ORDER  -  FIRST     CLASS II
 SA0540
 SA0540.The horizontal coordinates were scaled from a topographic map and have
 SA0540.an estimated accuracy of +/- 6 seconds.
 SA0540
 SA0540.The orthometric height was determined by differential leveling
 SA0540.and adjusted by the National Geodetic Survey in June 1991..
 SA0540
 SA0540.The geoid height was determined by GEOID03.
 SA0540
 SA0540.The dynamic height is computed by dividing the NAVD 88
 SA0540.geopotential number by the normal gravity value computed on the
 SA0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0540.degrees latitude (g = 980.6199 gals.).
 SA0540
 SA0540.The modeled gravity was interpolated from observed gravity values.
 SA0540
 SA0540;                    North         East    Units  Estimated Accuracy
 SA0540;SPC WA S     -   183,620.      642,980.      MT  (+/- 180 meters Scaled)
 SA0540
 SA0540                          SUPERSEDED SURVEY CONTROL
 SA0540
 SA0540  NGVD 29 (??/??/92)  411.053  (m)         1348.60   (f) ADJ UNCH    1 2
 SA0540
 SA0540.Superseded values are not recommended for survey control.
 SA0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0540.See file dsdata.txt to determine how the superseded data were derived.
 SA0540
 SA0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN767031(NAD 83)
 SA0540_MARKER: DB = BENCH MARK DISK
 SA0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0540_SP_SET: ABUTMENT
 SA0540_STAMPING: FF 253 1944
 SA0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0540
 SA0540  HISTORY     - Date     Condition        Report By
 SA0540  HISTORY     - 1944     MONUMENTED       CGS
 SA0540
 SA0540                          STATION DESCRIPTION
 SA0540
 SA0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SA0540'0.25 MI W FROM LIND.
 SA0540'ABOUT 0.25 MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SA0540'STATION AT LIND, AT THE SECOND ROAD CROSSING WEST OF THE STATION,
 SA0540'DIRECTLY SOUTH OF THE LIND GRANGE, 140 FEET SOUTH OF THE SOUTH RAIL OF
 SA0540'THE MAIN TRACK, 18 FEET EAST AND ABOUT 1 1/2 FEET LOWER THAN THE
 SA0540'CENTER OF THE ROAD, SET IN THE TOP OF THE EAST END OF THE NORTH
 SA0540'ABUTMENT OF A HIGHWAY BRIDGE.  A BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA0929 ***********************************************************************
 SA0929  DESIGNATION -  FF 323
 SA0929  PID         -  SA0929
 SA0929  STATE/COUNTY-  WA/FRANKLIN
 SA0929  USGS QUAD   -  KENNEWICK (1992)
 SA0929
 SA0929                         *CURRENT SURVEY CONTROL
 SA0929  ___________________________________________________________________
 SA0929* NAD 83(1986)-  46 14 28.     (N)    119 10 27.     (W)     SCALED    
 SA0929* NAVD 88     -       113.322  (meters)     371.79   (feet)  ADJUSTED  
 SA0929  ___________________________________________________________________
 SA0929  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SA0929  DYNAMIC HT  -         113.326 (meters)     371.80  (feet)  COMP
 SA0929  MODELED GRAV-     980,648.8   (mgal)                       NAVD 88
 SA0929
 SA0929  VERT ORDER  -  SECOND    CLASS 0
 SA0929
 SA0929.The horizontal coordinates were scaled from a topographic map and have
 SA0929.an estimated accuracy of +/- 6 seconds.
 SA0929
 SA0929.The orthometric height was determined by differential leveling
 SA0929.and adjusted by the National Geodetic Survey in June 1991..
 SA0929
 SA0929.The geoid height was determined by GEOID03.
 SA0929
 SA0929.The dynamic height is computed by dividing the NAVD 88
 SA0929.geopotential number by the normal gravity value computed on the
 SA0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA0929.degrees latitude (g = 980.6199 gals.).
 SA0929
 SA0929.The modeled gravity was interpolated from observed gravity values.
 SA0929
 SA0929;                    North         East    Units  Estimated Accuracy
 SA0929;SPC WA S     -   101,760.      602,250.      MT  (+/- 180 meters Scaled)
 SA0929
 SA0929                          SUPERSEDED SURVEY CONTROL
 SA0929
 SA0929  NGVD 29 (??/??/92)  112.296  (m)          368.42   (f) ADJ UNCH    2 0
 SA0929
 SA0929.Superseded values are not recommended for survey control.
 SA0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA0929.See file dsdata.txt to determine how the superseded data were derived.
 SA0929
 SA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM323231(NAD 83)
 SA0929_MARKER: DB = BENCH MARK DISK
 SA0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SA0929_SP_SET: FOUNDATION
 SA0929_STAMPING: FF 323 1949
 SA0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SA0929
 SA0929  HISTORY     - Date     Condition        Report By
 SA0929  HISTORY     - 1949     MONUMENTED       CGS
 SA0929  HISTORY     - 1974     GOOD             USGS
 SA0929
 SA0929                          STATION DESCRIPTION
 SA0929
 SA0929'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SA0929'0.3 MI N FROM PASCO.
 SA0929'PASCO COURTHOUSE, NORTH ON N. 4TH AVE. 0.3 MILE TO INTERSECTION, TURN
 SA0929'LEFT, WEST ON COURT ST. 1.65 MILE TO INTERCHANGE (US 12) CONTINUE WEST
 SA0929'ON COURT ST. 2.15 MILE TO INTERSECTION OF COURT ST. AND ROAD 64, AT
 SA0929'THE NW CORNER OF GRANGE HALL 200 FT. SE OF INTERSECTION, 180 FT EAST
 SA0929'OF ROAD 64, 80 FT. SOUTH OF COURT ST. A STANDARD DISK SET VERTICALLY
 SA0929'IN CONCRETE FOUNDATION 1.2 FEET ABOVE GROUND.  STAMPED FF 323 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5445 ***********************************************************************
 AC5445  SACS        -  This is a Secondary Airport Control Station.
 AC5445  DESIGNATION -  FHR A
 AC5445  PID         -  AC5445
 AC5445  STATE/COUNTY-  WA/SAN JUAN
 AC5445  USGS QUAD   -  FRIDAY HARBOR (1994)
 AC5445
 AC5445                         *CURRENT SURVEY CONTROL
 AC5445  ___________________________________________________________________
 AC5445* NAD 83(1998)-  48 31 35.08846(N)    123 01 32.05207(W)     ADJUSTED  
 AC5445* NAVD 88     -        34.33   (meters)     112.6    (feet)  GPS OBS   
 AC5445  ___________________________________________________________________
 AC5445  X           -  -2,306,521.943 (meters)                     COMP
 AC5445  Y           -  -3,548,264.559 (meters)                     COMP
 AC5445  Z           -   4,755,853.187 (meters)                     COMP
 AC5445  LAPLACE CORR-          -9.60  (seconds)                    DEFLEC99
 AC5445  ELLIP HEIGHT-          13.12  (meters)          (07/02/01) GPS OBS
 AC5445  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 AC5445
 AC5445  HORZ ORDER  -  FIRST
 AC5445  ELLP ORDER  -  THIRD     CLASS II
 AC5445
 AC5445.This mark is at Friday Harbor Airport (FHR)
 AC5445
 AC5445.The horizontal coordinates were established by GPS observations
 AC5445.and adjusted by the National Geodetic Survey in July 2001..
 AC5445.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5445.DATUM ITEM on the data sheet items page.
 AC5445
 AC5445.The orthometric height was determined by GPS observations and a
 AC5445.high-resolution geoid model.
 AC5445
 AC5445.GPS derived orthometric heights for airport stations designated as
 AC5445.PACS or SACS are published to 2 decimal places.  This maintains
 AC5445.centimeter relative accuracy between the PACS and SACS.  It does
 AC5445.not indicate centimeter accuracy relative to other marks which are
 AC5445.part of the NAVD 88 network.
 AC5445
 AC5445.Photographs are available for this station.
 AC5445
 AC5445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5445
 AC5445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5445
 AC5445.The ellipsoidal height was determined by GPS observations
 AC5445.and is referenced to NAD 83.
 AC5445
 AC5445.The geoid height was determined by GEOID03.
 AC5445
 AC5445;                    North         East     Units Scale Factor Converg.
 AC5445;SPC WA N     -   172,019.889   338,101.937   MT  0.99996766   -1 37 55.8
 AC5445;SPC WA N     -   564,368.59  1,109,256.10   sFT  0.99996766   -1 37 55.8
 AC5445;UTM  10      - 5,374,811.902   498,112.077   MT  0.99960004   -0 01 09.0
 AC5445
 AC5445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5445!SPC WA N     -   0.99999794  x   0.99996766  =   0.99996560
 AC5445!UTM  10      -   0.99999794  x   0.99960004  =   0.99959798
 AC5445
 AC5445                          SUPERSEDED SURVEY CONTROL
 AC5445
 AC5445  NAD 83(1998)-  48 31 35.08806(N)    123 01 32.05299(W) AD(       ) 1
 AC5445  ELLIP H (07/23/97)   13.14   (m)                       GP(       ) 3 1
 AC5445
 AC5445.Superseded values are not recommended for survey control.
 AC5445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5445.See file dsdata.txt to determine how the superseded data were derived.
 AC5445
 AC5445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9811274812(NAD 83)
 AC5445_MARKER: DD = SURVEY DISK
 AC5445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5445_STAMPING: FHR A 1990
 AC5445_MARK LOGO: NOS   
 AC5445_PROJECTION: FLUSH
 AC5445_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5445+STABILITY: SURFACE MOTION
 AC5445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5445+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 AC5445
 AC5445  HISTORY     - Date     Condition        Report By
 AC5445  HISTORY     - 1990     MONUMENTED       NOS
 AC5445  HISTORY     - 19960808 GOOD             CHANCE
 AC5445  HISTORY     - 19970909 GOOD             NGS
 AC5445  HISTORY     - 20030828 GOOD             NGS
 AC5445
 AC5445                          STATION DESCRIPTION
 AC5445
 AC5445'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (JWB)
 AC5445'THE STATION IS LOCATED ON THE NORTH SIDE OF THE AIRPORT IN THE SECOND
 AC5445'GRASS ISLAND WEST OF RUNWAY END 16, 217.0 FT (66.1 M) WEST-SOUTHWEST
 AC5445'OF CL END RWY 16, 57.2 FT (17.4 M) WEST OF THE CENTERLINE OF THE FIRST
 AC5445'TAXIWAY WEST OF RUNWAY, 42.0 FT (12.8 M) EAST OF THE EAST EDGE OF THE
 AC5445'SECOND TAXIWAY WEST OF RUNWAY, 29.9 FT (9.1 M) SOUTH OF THE SOUTH EDGE
 AC5445'OF TAXIWAY AND 20.2 FT (6.2 M) NORTH OF WINDSOCK.  THE STATION IS A
 AC5445'NOS DISK STAMPED FHR A 1990 AND SET IN THE TOP OF A 12 INCH DIAMETER
 AC5445'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AC5445
 AC5445                          STATION RECOVERY (1996)
 AC5445
 AC5445'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5445'STATION IS LOCATED ON SAN JUAN ISLAND ABOUT 29 MI (46.7 KM) SOUTHWEST
 AC5445'OF BELLINGHAM, 19 MI (30.6 KM) WEST OF ANACORTES, IN SOUTHWEST FRIDAY
 AC5445'HARBOR, AT THE FRIDAY HARBOR AIRPORT, PAT MAYO - AIRPORT
 AC5445'SUPERINTENDANT, PHONE 360-378-4724  TO REACH THE STATION FROM THE EAST
 AC5445'END OF SPRING STREET AT THE FERRY TERMINAL IN FRIDAY HARBOR, PROCEED
 AC5445'WEST ON SPRING STREET 0.85 MI (1.37 KM) TO FRANKLIN DRIVE, TURN LEFT
 AC5445'AND PROCEED SOUTH 0.05 MILES (0.08 KM) TO AIRPORT CIRCLE ON THE LEFT,
 AC5445'TURN LEFT AND PROCEED EAST AROUND THE LOOP DRIVEWAY 0.1 MILES (0.2 KM)
 AC5445'TO A GATE, TURN RIGHT AND PROCEED EAST THROUGH THE GATE 0.05 MI (0.08
 AC5445'KM) TO THE RAMP TAXIWAY, TURN RIGHT AND PROCEED SOUTH 0.1 MI (0.2 KM)
 AC5445'TO TAXIWAY G AND THE STATION ON THE LEFT IN THE MEDIAN NEAR THE
 AC5445'WINDSOCK  THE STATION IS A NATIONAL OCEAN SERVICE SURVEY DISK SET IN
 AC5445'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE.  THE
 AC5445'STATION IS LOCATED 9.0 M (29.5 FT) SOUTH OF THE SOUTH EDGE OF TAXIWAY
 AC5445'G, 12.2 M (40.0 FT) WEST OF THE WEST EDGE OF TAXIWAY A, 12.6 M (41.3
 AC5445'FT) EST OF THE EAST EDGE OF THE RAMP, 6.6 M (21.7 FT) NORTH OF THE
 AC5445'WINDSOCK, 27.8 M (91.2 FT) NORTHWEST OF A TAXIWAY INFORMATION SIGN,
 AC5445'AND 1.0 M (3.3 FT) SOUTH OF A CARSONITE WITNESS POST  THE STATION IS
 AC5445'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION - WASHINGTON ANA
 AC5445'SURVEYS 1996
 AC5445
 AC5445                          STATION RECOVERY (1997)
 AC5445
 AC5445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 AC5445'RECOVERED AS DESCRIBED.
 AC5445
 AC5445                          STATION RECOVERY (2003)
 AC5445
 AC5445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (TGW)
 AC5445'RECOVERED AS DESCRIBED.
 AC5445'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5446 ***********************************************************************
 AC5446  SACS        -  This is a Secondary Airport Control Station.
 AC5446  DESIGNATION -  FHR B
 AC5446  PID         -  AC5446
 AC5446  STATE/COUNTY-  WA/SAN JUAN
 AC5446  USGS QUAD   -  FRIDAY HARBOR (1994)
 AC5446
 AC5446                         *CURRENT SURVEY CONTROL
 AC5446  ___________________________________________________________________
 AC5446* NAD 83(1998)-  48 31 13.18496(N)    123 01 24.44486(W)     ADJUSTED  
 AC5446* NAVD 88     -        27.04   (meters)      88.7    (feet)  GPS OBS   
 AC5446  ___________________________________________________________________
 AC5446  X           -  -2,306,664.708 (meters)                     COMP
 AC5446  Y           -  -3,548,770.598 (meters)                     COMP
 AC5446  Z           -   4,755,399.625 (meters)                     COMP
 AC5446  LAPLACE CORR-          -9.87  (seconds)                    DEFLEC99
 AC5446  ELLIP HEIGHT-           5.84  (meters)          (07/02/01) GPS OBS
 AC5446  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 AC5446
 AC5446  HORZ ORDER  -  FIRST
 AC5446  ELLP ORDER  -  THIRD     CLASS II
 AC5446
 AC5446.This mark is at Friday Harbor Airport (FHR)
 AC5446
 AC5446.The horizontal coordinates were established by GPS observations
 AC5446.and adjusted by the National Geodetic Survey in July 2001..
 AC5446.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5446.DATUM ITEM on the data sheet items page.
 AC5446
 AC5446.The orthometric height was determined by GPS observations and a
 AC5446.high-resolution geoid model.
 AC5446
 AC5446.GPS derived orthometric heights for airport stations designated as
 AC5446.PACS or SACS are published to 2 decimal places.  This maintains
 AC5446.centimeter relative accuracy between the PACS and SACS.  It does
 AC5446.not indicate centimeter accuracy relative to other marks which are
 AC5446.part of the NAVD 88 network.
 AC5446
 AC5446.Photographs are available for this station.
 AC5446
 AC5446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5446
 AC5446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5446
 AC5446.The ellipsoidal height was determined by GPS observations
 AC5446.and is referenced to NAD 83.
 AC5446
 AC5446.The geoid height was determined by GEOID03.
 AC5446
 AC5446;                    North         East     Units Scale Factor Converg.
 AC5446;SPC WA N     -   171,339.164   338,238.698   MT  0.99996691   -1 37 50.1
 AC5446;SPC WA N     -   562,135.24  1,109,704.80   sFT  0.99996691   -1 37 50.1
 AC5446;UTM  10      - 5,374,135.545   498,267.888   MT  0.99960004   -0 01 03.3
 AC5446
 AC5446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5446!SPC WA N     -   0.99999908  x   0.99996691  =   0.99996599
 AC5446!UTM  10      -   0.99999908  x   0.99960004  =   0.99959913
 AC5446
 AC5446|---------------------------------------------------------------------|
 AC5446| PID    Reference Object                     Distance      Geod. Az  |
 AC5446|                                                           dddmmss.s |
 AC5446| AD9545 FHR C                               362.711 METERS 19956     |
 AC5446|---------------------------------------------------------------------|
 AC5446
 AC5446                          SUPERSEDED SURVEY CONTROL
 AC5446
 AC5446  NAD 83(1998)-  48 31 13.18456(N)    123 01 24.44577(W) AD(       ) 1
 AC5446  ELLIP H (07/23/97)    5.86   (m)                       GP(       ) 3 1
 AC5446
 AC5446.Superseded values are not recommended for survey control.
 AC5446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5446.See file dsdata.txt to determine how the superseded data were derived.
 AC5446
 AC5446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9826874136(NAD 83)
 AC5446_MARKER: DD = SURVEY DISK
 AC5446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5446_STAMPING: FHR B
 AC5446_MARK LOGO: NOS   
 AC5446_PROJECTION: FLUSH
 AC5446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5446+STABILITY: SURFACE MOTION
 AC5446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5446+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 AC5446
 AC5446  HISTORY     - Date     Condition        Report By
 AC5446  HISTORY     - 1990     MONUMENTED       NOS
 AC5446  HISTORY     - 19960808 GOOD             CHANCE
 AC5446  HISTORY     - 19970909 GOOD             NGS
 AC5446  HISTORY     - 20030828 GOOD             NGS
 AC5446
 AC5446                          STATION DESCRIPTION
 AC5446
 AC5446'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (JWB)
 AC5446'THE STATION IS LOCATED 1109 FT (338.0 M) NORTH OF CL END RWY 34, 208.8
 AC5446'FT (63.6 M) NORTHEAST OF THE 5TH RUNWAY LIGHT NORTH OF END 34, 152.7
 AC5446'FT (46.5 M) EAST OF THE EAST EDGE OF RUNWAY 16-34, 147.5 FT (45.0 M)
 AC5446'EAST-SOUTHEAST OF THE 6TH RUNWAY LIGHT NORTH OF END 34, 106.0 FT (32.3
 AC5446'M) SOUTH OF WINDSOCK AND 59.7 FT (18.2 M) WEST OF CHAIN-LINK FENCE.
 AC5446'THE STATION IS A NOS DISK STAMPED FHR B 1990 AND SET IN THE TOP OF 12
 AC5446'INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AC5446
 AC5446                          STATION RECOVERY (1996)
 AC5446
 AC5446'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC5446'STATION IS LOCATED ON SAN JUAN ISLAND ABOUT 29 MI (46.7 KM) SOUTHWEST
 AC5446'OF BELLINGHAM, 19 MI (30.6 KM) WEST OF ANACORTES, IN SOUTHWEST FRIDAY
 AC5446'HARBOR, AT THE FRIDAY HARBOR AIRPORT, PAT MAYO - AIRPORT
 AC5446'SUPERINTENDANT, PHONE 360-378-4724  TO REACH THE STATION FROM THE EAST
 AC5446'END OF SPRING STREET AT THE FERRY TERMINAL IN FRIDAY HARBOR, PROCEED
 AC5446'WEST ON SPRING STREET 0.85 MI (1.37 KM) TO FRANKLIN DRIVE, TURN LEFT
 AC5446'AND PROCEED SOUTH 0.05 MILES (0.08 KM) TO AIRPORT CIRCLE ON THE LEFT,
 AC5446'TURN LEFT AND PROCEED EAST AROUND THE LOOP DRIVEWAY 0.1 MILES (0.2 KM)
 AC5446'TO A GATE, TURN RIGHT AND PROCEED EAST THROUGH THE GATE 0.05 MI (0.08
 AC5446'KM) TO THE RAMP TAXIWAY, TURN RIGHT AND PROCEED SOUTH 0.1 MI (0.2 KM)
 AC5446'TO TAXIWAY G, TURN LEFT AND PROCEED EST 0.05 MI (0.08 KM) TO JUNCTION
 AC5446'WITH TAXIWAY A, TURN RIGHT AND PROCEED SOUTH ON TAXIWAY A 0.4 MI (0.6
 AC5446'KM) TO TAXIWAY A2, TURN LEFT AND PROCEED EAST ACROSS THE RUNWAY 0.05
 AC5446'MILES (0.08 KM) TO THE STATION SOUTH OF THE WINDSOCK  THE STATION IS A
 AC5446'NATIONAL OCEAN SERVICE SURVEY DISK SET IN THE TOP OF A ROUND CONCRETE
 AC5446'MONUMENT FLUSH WITH THE GROUND.  THE STATION IS LOCATED 32.3 M (106.0
 AC5446'FT) SOUTH OF THE WIND SOCK, 45.0 M (147.6 FT) EAST OF THE 6TH RUNWAY
 AC5446'LIGHT NORTH OF THE SOUTH END OF THE RUNWAY, 10.6 M (34.8 FT) SOUTH OF
 AC5446'THE SOUTHERN LEG OF THE SEGMENTED CIRCLE, 18.2 M (59.7 FT) WEST OF THE
 AC5446'PERIMETER FENCE, 47.5 M (155.8 FT) SOUTHEAST OF A SIGN INDICATING -
 AC5446'2000FT REMAINING - FOR THE RUNWAY, AND 1.0 METER (3.3 FT) SOUTH OF A
 AC5446'CARSONITE WITNESS POST  THE STATION IS DESIGNATED AS A SECONDARY
 AC5446'AIRPORT CONTROL STATION - WASHINGTON ANA SURVEYS 1996
 AC5446
 AC5446                          STATION RECOVERY (1997)
 AC5446
 AC5446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 AC5446'RECOVERED AS DESCRIBED.
 AC5446
 AC5446                          STATION RECOVERY (2003)
 AC5446
 AC5446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (TGW)
 AC5446'RECOVERED AS DESCRIBED.
 AC5446' 
 AC5446' 
 AC5446'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AD9545 ***********************************************************************
 AD9545  PACS        -  This is a Primary Airport Control Station.
 AD9545  DESIGNATION -  FHR C
 AD9545  PID         -  AD9545
 AD9545  STATE/COUNTY-  WA/SAN JUAN
 AD9545  USGS QUAD   -  FRIDAY HARBOR (1994)
 AD9545
 AD9545                         *CURRENT SURVEY CONTROL
 AD9545  ___________________________________________________________________
 AD9545* NAD 83(1998)-  48 31 02.14610(N)    123 01 30.47116(W)     ADJUSTED  
 AD9545* NAVD 88     -        27.71   (meters)      90.9    (feet)  GPS OBS   
 AD9545  ___________________________________________________________________
 AD9545  X           -  -2,306,907.854 (meters)                     COMP
 AD9545  Y           -  -3,548,917.756 (meters)                     COMP
 AD9545  Z           -   4,755,174.271 (meters)                     COMP
 AD9545  LAPLACE CORR-          -9.88  (seconds)                    DEFLEC99
 AD9545  ELLIP HEIGHT-           6.51  (meters)          (07/02/01) GPS OBS
 AD9545  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 AD9545
 AD9545  HORZ ORDER  -  B
 AD9545  ELLP ORDER  -  THIRD     CLASS II
 AD9545
 AD9545.This mark is at Friday Harbor Airport (FHR)
 AD9545
 AD9545.The horizontal coordinates were established by GPS observations
 AD9545.and adjusted by the National Geodetic Survey in July 2001..
 AD9545.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AD9545.DATUM ITEM on the data sheet items page.
 AD9545
 AD9545.The orthometric height was determined by GPS observations and a
 AD9545.high-resolution geoid model.
 AD9545
 AD9545.GPS derived orthometric heights for airport stations designated as
 AD9545.PACS or SACS are published to 2 decimal places.  This maintains
 AD9545.centimeter relative accuracy between the PACS and SACS.  It does
 AD9545.not indicate centimeter accuracy relative to other marks which are
 AD9545.part of the NAVD 88 network.
 AD9545
 AD9545.Photographs are available for this station.
 AD9545
 AD9545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9545
 AD9545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9545
 AD9545.The ellipsoidal height was determined by GPS observations
 AD9545.and is referenced to NAD 83.
 AD9545
 AD9545.The geoid height was determined by GEOID03.
 AD9545
 AD9545;                    North         East     Units Scale Factor Converg.
 AD9545;SPC WA N     -   171,001.854   338,105.383   MT  0.99996653   -1 37 54.6
 AD9545;SPC WA N     -   561,028.58  1,109,267.41   sFT  0.99996653   -1 37 54.6
 AD9545;UTM  10      - 5,373,794.741   498,144.166   MT  0.99960004   -0 01 07.8
 AD9545
 AD9545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9545!SPC WA N     -   0.99999898  x   0.99996653  =   0.99996551
 AD9545!UTM  10      -   0.99999898  x   0.99960004  =   0.99959902
 AD9545
 AD9545|---------------------------------------------------------------------|
 AD9545| PID    Reference Object                     Distance      Geod. Az  |
 AD9545|                                                           dddmmss.s |
 AD9545| AC5446 FHR B                               362.711 METERS 01956     |
 AD9545| TR2710 E 237 RESET                         276.079 METERS 14912     |
 AD9545|---------------------------------------------------------------------|
 AD9545
 AD9545                          SUPERSEDED SURVEY CONTROL
 AD9545
 AD9545  NAD 83(1998)-  48 31 02.14570(N)    123 01 30.47207(W) AD(       ) B
 AD9545  ELLIP H (07/23/97)    6.53   (m)                       GP(       ) 3 1
 AD9545
 AD9545.Superseded values are not recommended for survey control.
 AD9545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9545.See file dsdata.txt to determine how the superseded data were derived.
 AD9545
 AD9545_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9814473795(NAD 83)
 AD9545_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9545_SETTING: 66 = SET IN ROCK OUTCROP
 AD9545_STAMPING: FHR C 1996
 AD9545_MARK LOGO: NGS   
 AD9545_PROJECTION: FLUSH
 AD9545_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9545+STABILITY: POSITION/ELEVATION WELL
 AD9545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9545+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003
 AD9545
 AD9545  HISTORY     - Date     Condition        Report By
 AD9545  HISTORY     - 1996     MONUMENTED       CHANCE
 AD9545  HISTORY     - 19970909 GOOD             NGS
 AD9545  HISTORY     - 20030828 GOOD             NGS
 AD9545
 AD9545                          STATION DESCRIPTION
 AD9545
 AD9545'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SDC)
 AD9545'STATION IS LOCATED ON SAN JUAN ISLAND ABOUT 29 MI (46.7 KM) SOUTHWEST
 AD9545'OF BELLINGHAM, 19 MI (30.6 KM) WEST OF ANACORTES, IN SOUTHWEST FRIDAY
 AD9545'HARBOR, AT THE FRIDAY HARBOR AIRPORT, PAT MAYO - AIRPORT
 AD9545'SUPERINTENDANT, PHONE 360-378-4724  TO REACH THE STATION FROM THE EAST
 AD9545'END OF SPRING STREET AT THE FERRY TERMINAL IN FRIDAY HARBOR, PROCEED
 AD9545'WEST ON SPRING STREET 0.85 MI (1.37 KM) TO FRANKLIN DRIVE, TURN LEFT
 AD9545'AND PROCEED SOUTH 0.05 MILES (0.08 KM) TO AIRPORT CIRCLE ON THE LEFT,
 AD9545'TURN LEFT AND PROCEED EAST AROUND THE LOOP DRIVEWAY 0.1 MILES (0.2 KM)
 AD9545'TO A GATE, TURN RIGHT AND PROCEED EAST THROUGH THE GATE 0.05 MI (0.08
 AD9545'KM) TO THE RAMP TAXIWAY, TURN RIGHT AND PROCEED SOUTH 0.1 MI (0.2 KM)
 AD9545'TO TAXIWAY G, TURN LEFT AND PROCEED EST 0.05 MI (0.08 KM) TO JUNCTION
 AD9545'WITH TAXIWAY A, TURN RIGHT AND PROCEED SOUTH ON TAXIWAY A 0.06 MILES
 AD9545'(0.10 KM) TO THE SOUTH END OF THE TAXIWAY AND THE STATION ON THE RIGHT
 AD9545'IN AN EXPOSED AREA OF BEDROCK WEST OF THE RUN-UP AREA  THE STATION IS
 AD9545'A STANDARD NGS HORIZONTAL CONTROL DISK SET FLUSH IN THE BEDROCK.  THE
 AD9545'STATION IS LOCATED 37.0 M (121.4 FT) WEST OF AN AIRPORT INFORMATION
 AD9545'SIGN, 13.8 M (45.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE RUN-UP
 AD9545'AREA, 34.4 M (112.9 FT) SOUTH OF THE NORTHWEST CORNER OF THE RUN-UP
 AD9545'AREA, 27.2 M (89.2 FT) EAST OF THE PERIMETER FENCE, AND 1.45 M (4.76
 AD9545'FT) NORTH OF A CARSONITE WITNESS POST  THE STATION IS DESIGNATED AS A
 AD9545'PRIMARY AIRPORT CONTROL STATION - WASHINGTON ANA SURVEYS 1996
 AD9545
 AD9545                          STATION RECOVERY (1997)
 AD9545
 AD9545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JTM)
 AD9545'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  PROCEED SOUTH ON
 AD9545'TAXIWAY A FROM TAXIWAY G FOR 0.6 MI (1.0 KM) TO THE END OF THE TAXIWAY
 AD9545'AND THE STATION ON THE RIGHT.
 AD9545
 AD9545                          STATION RECOVERY (2003)
 AD9545
 AD9545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (TGW)
 AD9545'RECOVERED AS DESCRIBED.
 AD9545' 
 AD9545'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1211 ***********************************************************************
 TR1211  DESIGNATION -  FID
 TR1211  PID         -  TR1211
 TR1211  STATE/COUNTY-  WA/SKAGIT
 TR1211  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1211
 TR1211                         *CURRENT SURVEY CONTROL
 TR1211  ___________________________________________________________________
 TR1211* NAD 83(1991)-  48 28 14.59934(N)    122 35 09.48497(W)     ADJUSTED  
 TR1211* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1211  ___________________________________________________________________
 TR1211  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 TR1211  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 TR1211
 TR1211  HORZ ORDER  -  SECOND
 TR1211
 TR1211.The horizontal coordinates were established by classical geodetic methods
 TR1211.and adjusted by the National Geodetic Survey in December 1991..
 TR1211
 TR1211.The orthometric height was scaled from a topographic map.
 TR1211
 TR1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1211
 TR1211.The geoid height was determined by GEOID03.
 TR1211
 TR1211;                    North         East     Units Scale Factor Converg.
 TR1211;SPC WA N     -   164,996.718   370,419.482   MT  0.99996120   -1 18 17.5
 TR1211;SPC WA N     -   541,326.73  1,215,284.58   sFT  0.99996120   -1 18 17.5
 TR1211;UTM  10      - 5,368,703.953   530,602.884   MT  0.99961151   +0 18 35.8
 TR1211
 TR1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1211!SPC WA N     -   1.00000310  x   0.99996120  =   0.99996430
 TR1211!UTM  10      -   1.00000310  x   0.99961151  =   0.99961461
 TR1211
 TR1211:                Primary Azimuth Mark                     Grid Az
 TR1211:SPC WA N     -  FIDALGO ISLAND WINDMILL TANK             122 14 49.0
 TR1211:UTM  10      -  FIDALGO ISLAND WINDMILL TANK             120 37 55.7
 TR1211
 TR1211|---------------------------------------------------------------------|
 TR1211| PID    Reference Object                     Distance      Geod. Az  |
 TR1211|                                                           dddmmss.s |
 TR1211| TR1240 FIDALGO ISLAND WINDMILL TANK        APPROX. 1.5 KM 1205631.5 |
 TR1211| CF8701 FID RM 2                             12.390 METERS 17218     |
 TR1211| CF8702 FID RM 3                              5.883 METERS 33040     |
 TR1211| TR1904 ANACORTES AMERICAN LMBR CO STK      APPROX. 5.7 KM 3445744.5 |
 TR1211| TR1213 ROCK                                APPROX. 1.2 KM 3584435.8 |
 TR1211|---------------------------------------------------------------------|
 TR1211
 TR1211                          SUPERSEDED SURVEY CONTROL
 TR1211
 TR1211  NAD 83(1986)-  48 28 14.60519(N)    122 35 09.49039(W) AD(       ) 2
 TR1211  NAD 27      -  48 28 15.22300(N)    122 35 04.88200(W) AD(       ) 2
 TR1211
 TR1211.Superseded values are not recommended for survey control.
 TR1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1211.See file dsdata.txt to determine how the superseded data were derived.
 TR1211
 TR1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3060368704(NAD 83)
 TR1211_MARKER: DS = TRIANGULATION STATION DISK
 TR1211_SETTING: 66 = SET IN ROCK OUTCROP
 TR1211_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TR1211
 TR1211  HISTORY     - Date     Condition        Report By
 TR1211  HISTORY     - 1927     MONUMENTED       CGS
 TR1211  HISTORY     - 1940     GOOD             CGS
 TR1211  HISTORY     - 1953     GOOD             CGS
 TR1211  HISTORY     - 1955     GOOD             CGS
 TR1211  HISTORY     - 1955     GOOD             CGS
 TR1211  HISTORY     - 1975     GOOD             NGS
 TR1211  HISTORY     - 1983     GOOD             USPSQD
 TR1211
 TR1211                          STATION DESCRIPTION
 TR1211
 TR1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1211'THE STATION IS MARKED WITH A STANDARD DISK, STAMPED FID-27,
 TR1211'CEMENTED ON A ROCKY POINT SHELVING OUT FROM THE WEST SHORE OF
 TR1211'FIDALGO BAY, 1/2 MILE NORTH FROM ITS HEAD.  THE MARK IS ABOUT 3
 TR1211'FEET ABOVE AND 6 FEET BACK FROM HIGH WATER LINE.  GUEMES ISLAND
 TR1211'SOUTHEAST POINT AND HUCKLEBERRY ISLAND TANGENT ARE IN RANGE AT
 TR1211'THE STATION.
 TR1211'
 TR1211'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED 27, CEMENTED IN
 TR1211'THE ROCK SOME 2 FEET LOWER THAN AND NORTHERLY APPROXIMATELY 9
 TR1211'METERS FROM THE STATION.
 TR1211'
 TR1211'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED 27, SIMILARLY
 TR1211'MARKED AND PLACED 12.41 METERS SOUTH FROM THE STATION.
 TR1211'
 TR1211'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 TR1211
 TR1211                          STATION RECOVERY (1940)
 TR1211
 TR1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (BHR)
 TR1211'RECOVERED AS DESCRIBED ON WEST SIDE OF FIDALGO BAY ABOUT 1/2 MILE
 TR1211'NORTH OF HEAD OF BAY ON A ROCKY POINT THAT IS ABOUT 30 METERS FROM
 TR1211'CONCRETE HIGHWAY.  STATION IS ON A SHELVING ROCKY POINT 3 FEET
 TR1211'ABOVE MEAN HIGH WATER AND 2 METERS FROM HIGH WATER LINE, TREES
 TR1211'GROW THICKLY WITHIN 10 FEET OF STATION.  SURFACE-STATION MARK IS
 TR1211'STANDARD DISK STAMPED FID 27 CEMENTED IN DRILL HOLE IN LEDGE
 TR1211'ROCK.
 TR1211'
 TR1211'REFERENCE MARK NO. 1 COULD NOT BE FOUND, ANOTHER MARK STAMPED
 TR1211'NO. 3, 1940 WAS ESTABLISHED ON SAME ROCKY LEDGE AS STATION AND TO
 TR1211'NORTHWARD.  THE MARK IS 3 FEET ABOVE MEAN HIGH WATER AND 1 METER
 TR1211'FROM HIGH WATER LINE.  MARK IS STANDARD DISK CEMENTED IN DRILL
 TR1211'HOLE IN LEDGE ROCK.
 TR1211'
 TR1211'REFERENCE MARK NO. 2 WAS RECOVERED AND STAMPED AGAIN TO INSURE
 TR1211'LEGIBILITY.  MARK IS 1 FOOT ABOVE MEAN HIGH WATER AND 1 METER
 TR1211'FROM HIGH WATER LINE.  MARK IS STANDARD DISK STAMPED NO. 2 1927
 TR1211'CEMENTED IN DRILL HOLE IN LEDGE ROCK ON SMALL POINT SOUTH OF
 TR1211'STATION.
 TR1211
 TR1211                          STATION RECOVERY (1953)
 TR1211
 TR1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1211'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A COMPLETE DESCRIPTION
 TR1211'FOLLOWS--
 TR1211'
 TR1211'ON THE W SIDE OF FIDALGO BAY, ABOUT 1/2 MI. N OF THE HEAD OF
 TR1211'THE BAY, ON A ROCKY POINT THAT IS ABOUT 30 M. E OF STATE HIGHWAY
 TR1211'1.  STATION IS ON A SHELVING ROCKY POINT, 3 FT. ABOVE MEAN HIGH
 TR1211'WATER, AND 2 M. FROM HIGH WATER.  TREES GROW THICKLY WITHIN 10
 TR1211'FT. OF THE STATION.  SURFACE STATION MARK IS A STANDARD DISK,
 TR1211'STAMPED FID 27 AND CEMENTED IN A DRILL HOLE IN LEDGE ROCK
 TR1211'
 TR1211'REFERENCE MARK 1 WAS REPORTED LOST IN 1940.
 TR1211'
 TR1211'REFERENCE MARK 2 IS 1 FT. ABOVE MEAN HIGH WATER, AND 1 M. INSHORE
 TR1211'FROM THE HIGH-WATERLINE.  MARK IS A STANDARD DISK, STAMPED NO 2
 TR1211'1927 AND CEMENTED IN A DRILL HOLE IN LEDGE ROCK ON A SMALL POINT
 TR1211'S OF THE STATION.
 TR1211'
 TR1211'REFERENCE MARK 3 IS N OF THE STATION ON THE SAME ROCKY LEDGE.  THE
 TR1211'MARK IS 3 FT. ABOVE MEAN HIGH WATER, AND 1 M. FROM THE
 TR1211'HIGH-WATERLINE.  A STANDARD DISK, CEMENTED IN A DRILL HOLE IN
 TR1211'LEDGE ROCK, AND STAMPED NO 3 1940.
 TR1211'
 TR1211'REFERENCE MARK DISTANCES WERE CHECKED, BUT DIRECTIONS WERE NOT
 TR1211'CHECKED.
 TR1211
 TR1211                          STATION RECOVERY (1955)
 TR1211
 TR1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (BM)
 TR1211'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.
 TR1211
 TR1211                          STATION RECOVERY (1955)
 TR1211
 TR1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1211'STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD
 TR1211'CONDITION.  DESCRIPTION ADEQUATE, HOWEVER SOME CHANGES WERE NOTED
 TR1211'AND A REVISED DESCRIPTION FOLLOWS--
 TR1211'
 TR1211'STATION IS ON THE W SIDE OF FIDALGO BAY ABOUT 0.5 MI. N OF THE
 TR1211'HEAD OF THE BAY ON A ROCKY POINT THAT LIES ABOUT 30 M. FROM THE
 TR1211'CONCRETE HIGHWAY.  IT IS ON A SHELVING ROCKY POINT ABOUT 3 FT.
 TR1211'ABOVE MEAN HIGH-WATERLINE AND APPROXIMATELY 7 FT. INSHORE FROM THE
 TR1211'HIGH-WATERLINE.  THERE IS A DENSE GROWTH OF FIR TREES WITHIN
 TR1211'8 TO 10 FT. OF THE STATION.  AN EYEBOLT AND A RAILROAD SPIKE ARE
 TR1211'CEMENTED ON THIS POINT FOR SUPPORTING THE TARGET.  STATION
 TR1211'IS MARKED WITH A STANDARD DISK, STAMPED FID 27, CEMENTED IN
 TR1211'A DRILL HOLE IN LEDGE ROCK.
 TR1211'
 TR1211'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NO 2 1927, CEMENTED
 TR1211'IN A DRILL HOLE IN LEDGE ROCK S OF THE STATION ACROSS A SMALL BIGHT
 TR1211'IN THE SHORELINE.  IT IS 1 FT. ABOVE AND 3 FT. INSHORE OF THE
 TR1211'HIGH-WATERLINE.
 TR1211'
 TR1211'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED NO 3 1940, CEMENTED
 TR1211'IN A DRILL HOLE IN THE SAME ROCKY LEDGE AS THE STATION, TO THE
 TR1211'N AND LOWER THAN THE STATION.
 TR1211'
 TR1211'THERE IS NO REFERENCE MARK 1.
 TR1211'
 TR1211'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE MEASURED.
 TR1211'
 TR1211'A DISCREPANCY IN DISTANCE TO REFERENCE MARK 3 AND DIRECTIONS TO
 TR1211'BOTH REFERENCE MARKS WERE FOUND.
 TR1211
 TR1211                          STATION RECOVERY (1975)
 TR1211
 TR1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 TR1211'NO MEASUREMENTS OR OBSERVATIONS MADE DURING THIS VISIT.
 TR1211'
 TR1211'PREVIOUSLY MEASURED DISTANCES SHOW--
 TR1211'
 TR1211'REFERENCE MARK NO. 2 40.65 FEET SOUTH OF STATION.
 TR1211'
 TR1211'REFERENCE MARK NO. 3 19.30 FEET NORTHWEST OF STATION.
 TR1211'
 TR1211'THE STATION MARK, REFERENCE MARK NO. 2 AND NO. 3 WERE RECOVERED
 TR1211'IN GOOD CONDITION.
 TR1211'
 TR1211'THE STATION IS ABOUT 2 MILES SOUTH-SOUTHEAST OF ANACORTES, ON THE
 TR1211'WEST SIDE OF FIDALGO BAY, 0.7 MILE SOUTHWEST OF THE RAILROAD
 TR1211'TRESTLE, 1/2 MILE NORTH OF THE HEAD OF THE BAY AND ON A BEDROCK
 TR1211'OUTCROP WHICH JUTS OUT INTO THE WATER ON THE FIRST PROMINENT POINT
 TR1211'NORTH OF THE HEAD OF THE BAY.
 TR1211'
 TR1211'TO REACH FROM THE INTERSECTION OF COMMERCIAL AVENUE AND 34TH
 TR1211'STREET, 1.4 MILES SOUTH OF THE MAIN BUSINESS SECTION IN ANACORTES,
 TR1211'GO EAST ON 34TH STREET FOR 0.4 MILE TO PUBLISHERS FOREST PRODUCTS
 TR1211'COMPANY MILL, TURN RIGHT AND GO SOUTH 1 BLOCK TO A CROSSROAD,
 TR1211'TURN LEFT AND FOLLOW THE BLACKTOP ROAD 0.5 MILE TO A Y, (RIGHT
 TR1211'FORK IS A ONE-WAY RAMP OFF THE HIGHWAY), KEEP LEFT, GO 1.3 MILES
 TR1211'TO HOUSE NUMBER 1192 ON THE RIGHT, AT A CURVE TO THE
 TR1211'RIGHT.  CONTINUE ABOUT 50 YARDS TO THE SOUTH END OF THE CURVE
 TR1211'AND THE END OF THE GUARDRAIL.  WALK NORTHEAST THROUGH THE
 TR1211'TIMBER ABOUT 35 YARDS TO THE 3-FOOT HIGH ROCK POINT WHICH JUTS
 TR1211'OUT ABOUT 15 FEET FROM THE SHORELINE AND THE STATION.
 TR1211'
 TR1211'THE STATION MARK, STAMPED FID 27, IS A STANDARD DISK SET IN
 TR1211'BEDROCK 13 FEET WEST OF THE TOE, AND 4 FEET NORTH OF THE SOUTH
 TR1211'EDGE OF THE OUTCROP, ABOUT 3 FEET EAST OF THE GRASS LINE AND 5
 TR1211'FEET ABOVE THE BEACH.
 TR1211'
 TR1211'REFERENCE MARK NO. 2, STAMPED NO 2 27, IS A STANDARD DISK SET IN
 TR1211'THE FIRST OUTCROP SOUTH OF THE STATION, 17 YARDS NORTH OF A BITE
 TR1211'IN THE SHORELINE, 4 FEET EAST OF THE GRASS LINE AND 3-1/2 FEET
 TR1211'HIGHER THAN THE BEACH.
 TR1211'
 TR1211'REFERENCE MARK NO. 3, STAMPED NO 3 1940, IS A STANDARD DISK SET
 TR1211'10 FEET SOUTH OF THE NORTH EDGE OF THE SAME OUTCROP OCCUPIED BY
 TR1211'THE STATION MARK.  IT IS 3 FEET EAST OF THE VEGETATION LINE AND
 TR1211'1 FOOT LOWER THAN THE STATION.
 TR1211'
 TR1211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1211'2 MILES SOUTH-SOUTHEAST OF ANACORTES.
 TR1211
 TR1211                          STATION RECOVERY (1983)
 TR1211
 TR1211'RECOVERY NOTE BY US POWER SQUADRON 1983 (MEH)
 TR1211'FID 1927 RECOVERED GOOD.
 TR1211'
 TR1211'NO 2 27 STAMPING BATTERED RECOVERED GOOD.
 TR1211'
 TR1211'NO 3 1940 3 BATTERED RECOVERED GOOD.
 TR1211'
 TR1211'NOTE 1-3/4 INCH BRONZE DISK WITH BRASS SCREW IN CENTER AND MARKED
 TR1211'DEPT OF ECOLOGY OIL STUDY BASELINE -P.R.- LIES APPROX. 8 FEET 5
 TR1211'INCHES, APPROX. ENE FROM STATION AND 2 FT. LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1425 ***********************************************************************
 TR1425  DESIGNATION -  FIDALGO 1 1854
 TR1425  PID         -  TR1425
 TR1425  STATE/COUNTY-  WA/SKAGIT
 TR1425  USGS QUAD   -  DECEPTION PASS (1978)
 TR1425
 TR1425                         *CURRENT SURVEY CONTROL
 TR1425  ___________________________________________________________________
 TR1425* NAD 83(1991)-  48 29 31.80846(N)    122 42 09.84383(W)     ADJUSTED  
 TR1425* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 TR1425  ___________________________________________________________________
 TR1425  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 TR1425  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 TR1425
 TR1425  HORZ ORDER  -  THIRD
 TR1425
 TR1425.The horizontal coordinates were established by classical geodetic methods
 TR1425.and adjusted by the National Geodetic Survey in December 1991..
 TR1425
 TR1425.The orthometric height was scaled from a topographic map.
 TR1425
 TR1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1425
 TR1425.The geoid height was determined by GEOID03.
 TR1425
 TR1425;                    North         East     Units Scale Factor Converg.
 TR1425;SPC WA N     -   167,583.982   361,845.967   MT  0.99996357   -1 23 30.5
 TR1425;SPC WA N     -   549,815.11  1,187,156.31   sFT  0.99996357   -1 23 30.5
 TR1425;UTM  10      - 5,371,047.787   521,962.930   MT  0.99960593   +0 13 21.4
 TR1425
 TR1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1425!SPC WA N     -   0.99999855  x   0.99996357  =   0.99996212
 TR1425!UTM  10      -   0.99999855  x   0.99960593  =   0.99960448
 TR1425
 TR1425:                Primary Azimuth Mark                     Grid Az
 TR1425:SPC WA N     -  JAMES SOUTH 1854                         291 39 25.3
 TR1425:UTM  10      -  JAMES SOUTH 1854                         290 02 33.4
 TR1425
 TR1425|---------------------------------------------------------------------|
 TR1425| PID    Reference Object                     Distance      Geod. Az  |
 TR1425|                                                           dddmmss.s |
 TR1425| TR2058 JAMES SOUTH 1854                    APPROX. 5.3 KM 2901554.8 |
 TR1425|---------------------------------------------------------------------|
 TR1425
 TR1425                          SUPERSEDED SURVEY CONTROL
 TR1425
 TR1425  NAD 83(1986)-  48 29 31.81063(N)    122 42 09.84772(W) AD(       ) 3
 TR1425  NAD 27      -  48 29 32.42000(N)    122 42 05.28000(W) AD(       ) 3
 TR1425
 TR1425.Superseded values are not recommended for survey control.
 TR1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1425.See file dsdata.txt to determine how the superseded data were derived.
 TR1425
 TR1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2196371048(NAD 83)
 TR1425_MARKER: H = DRILL HOLE
 TR1425_SETTING: 0 = UNSPECIFIED SETTING
 TR1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1425
 TR1425  HISTORY     - Date     Condition        Report By
 TR1425  HISTORY     - 1854     MONUMENTED       CGS
 TR1425  HISTORY     - 1885     GOOD             CGS
 TR1425  HISTORY     - 1936     MARK NOT FOUND   USGS
 TR1425
 TR1425                          STATION DESCRIPTION
 TR1425
 TR1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1854 (GD)
 TR1425'STATION IS ON ROSARIO STRAIT, ON THE NW POINT OF FIDALGO ISLAND
 TR1425'IMMEDIATELY OPPOSITE BURROWS ISLAND, ABOUT 100 FEET ABOVE WATER
 TR1425'LINE.  IT IS MARKED BY A HOLE DRILLED IN A STONE JAMMED IN A
 TR1425'CLEFT OF ROCK.
 TR1425
 TR1425                          STATION RECOVERY (1885)
 TR1425
 TR1425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1885 (JJG)
 TR1425'FOUND CENTER WITH LITTLE TROUBLE, AS SITE IS MARKED BY PILE OF
 TR1425'STONES.
 TR1425'
 TR1425'SET UP A POLE 3 BY 3 INCHES, 18 FEET LONG, WITH ROUNDED CORNERS,
 TR1425'SUPPORTED BY 3 BRACES, POLES AND BRACES WHITEWASHED AND WELL
 TR1425'SECURED BY PILES OF STONES.
 TR1425
 TR1425                          STATION RECOVERY (1936)
 TR1425
 TR1425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 TR1425'SEARCHED FOR BUT NOT FOUND.  ORIGINAL DESCRIPTION INADEQUATE,
 TR1425'AS THERE ARE MANY OPEN POINTS IN IMMEDIATE VICINITY WHERE STATION
 TR1425'MAY HAVE BEEN LOCATED.  IT WAS PROBABLY NEAR THE SW CORNER OF THE
 TR1425'EXTREME NORTHWESTERN END OF FIDALGO ISLAND OPPOSITE THE W END OF
 TR1425'BURROWS ISLAND.  THIS STATION COULD PROBABLY BE RECOVERED BY
 TR1425'PLACING SIGNALS ON TWO OR MORE VISIBLE STATIONS AND MOVING
 TR1425'INSTRUMENT ABOUT IN VICINITY OF FIDALGO 1 UNTIL KNOWN ANGLES
 TR1425'CHECKED CLOSELY, THEN MAKING A CLOSE SEARCH IN THAT AREA, OR
 TR1425'BY TURNING ANGLES TO THE LOCATION FROM KNOWN AZIMUTHS.  ON
 TR1425'ACCOUNT OF VERY LITTLE DISTURBANCE IN IMMEDIATE VICINITY,
 TR1425'WOULD NOT CONSIDER THIS STATION AS DEFINITELY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1240 ***********************************************************************
 TR1240  DESIGNATION -  FIDALGO ISLAND WINDMILL TANK
 TR1240  PID         -  TR1240
 TR1240  STATE/COUNTY-  WA/SKAGIT
 TR1240  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1240
 TR1240                         *CURRENT SURVEY CONTROL
 TR1240  ___________________________________________________________________
 TR1240* NAD 83(1991)-  48 27 49.92659(N)    122 34 07.61233(W)     ADJUSTED  
 TR1240* NAVD 88     -                                                        
 TR1240  ___________________________________________________________________
 TR1240  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 TR1240  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 TR1240
 TR1240  HORZ ORDER  -  THIRD
 TR1240
 TR1240.The horizontal coordinates were established by classical geodetic methods
 TR1240.and adjusted by the National Geodetic Survey in December 1991..
 TR1240
 TR1240
 TR1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1240
 TR1240.The geoid height was determined by GEOID03.
 TR1240
 TR1240;                    North         East     Units Scale Factor Converg.
 TR1240;SPC WA N     -   164,206.034   371,672.785   MT  0.99996047   -1 17 31.5
 TR1240;SPC WA N     -   538,732.63  1,219,396.46   sFT  0.99996047   -1 17 31.5
 TR1240;UTM  10      - 5,367,949.166   531,877.527   MT  0.99961248   +0 19 22.0
 TR1240
 TR1240                          SUPERSEDED SURVEY CONTROL
 TR1240
 TR1240  NAD 83(1986)-  48 27 49.93276(N)    122 34 07.61853(W) AD(       ) 4
 TR1240  NAD 27      -  48 27 50.54900(N)    122 34 03.01100(W) AD(       ) 3
 TR1240
 TR1240.Superseded values are not recommended for survey control.
 TR1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1240.See file dsdata.txt to determine how the superseded data were derived.
 TR1240
 TR1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3187867949(NAD 83)
 TR1240
 TR1240  HISTORY     - Date     Condition        Report By
 TR1240  HISTORY     - 1940     MONUMENTED       CGS
 TR1240  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1240  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1240
 TR1240                          STATION DESCRIPTION
 TR1240
 TR1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (BHR)
 TR1240'ON FIDALGO ISLAND, ON THE E SIDE OF FIDALGO BAY, NEAR THE HEAD
 TR1240'OF THE BAY, ON A FARM THAT IS BOUNDED BY THE STATE HIGHWAY ON
 TR1240'THE S, FIDALGO BAY ON THE W, AND IS THE FIRST FARM REACHED AFTER
 TR1240'TURNING N OFF THE STATE HIGHWAY TO ENTER BAXTER ROAD.  THE TOP
 TR1240'OF THE TANK, TO WHICH THE WINDMILL PROPER IS ATTACHED, WAS USED
 TR1240'FOR THE STATION.  THE STRUCTURE IS BOARDED IN AND PAINTED WHITE,
 TR1240'AND IS THE ONLY WINDMILL IN THE VICINITY.  THE STATION WAS NOT
 TR1240'MARKED.
 TR1240
 TR1240                          STATION RECOVERY (1953)
 TR1240
 TR1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1240'STATION DESTROYED.  TANK AND WINDMILL HAVE BEEN TORN DOWN.
 TR1240
 TR1240                          STATION RECOVERY (1955)
 TR1240
 TR1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (BM)
 TR1240'THIS STATION HAS BEEN DESTROYED THROUGH REMOVAL OF THE WINDMILL AND
 TR1240'TANK AND REPLACEMENT WITH AN ELECTRIC PUMP.  THE OUTLINE OF THE
 TR1240'BASE OF THE TOWER CAN STILL BE SEEN IN THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1426 ***********************************************************************
 TR1426  DESIGNATION -  FIDALGO N 2 RESET
 TR1426  PID         -  TR1426
 TR1426  STATE/COUNTY-  WA/SKAGIT
 TR1426  USGS QUAD   -  DECEPTION PASS (1978)
 TR1426
 TR1426                         *CURRENT SURVEY CONTROL
 TR1426  ___________________________________________________________________
 TR1426* NAD 83(1991)-  48 29 55.46495(N)    122 42 04.59396(W)     ADJUSTED  
 TR1426* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 TR1426  ___________________________________________________________________
 TR1426  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 TR1426  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 TR1426
 TR1426  HORZ ORDER  -  SECOND
 TR1426
 TR1426.The horizontal coordinates were established by classical geodetic methods
 TR1426.and adjusted by the National Geodetic Survey in December 1991..
 TR1426
 TR1426.The orthometric height was scaled from a topographic map.
 TR1426
 TR1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1426
 TR1426.The geoid height was determined by GEOID03.
 TR1426
 TR1426;                    North         East     Units Scale Factor Converg.
 TR1426;SPC WA N     -   168,311.846   361,971.452   MT  0.99996433   -1 23 26.6
 TR1426;SPC WA N     -   552,203.11  1,187,568.01   sFT  0.99996433   -1 23 26.6
 TR1426;UTM  10      - 5,371,778.635   522,067.822   MT  0.99960598   +0 13 25.4
 TR1426
 TR1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1426!SPC WA N     -   1.00000247  x   0.99996433  =   0.99996680
 TR1426!UTM  10      -   1.00000247  x   0.99960598  =   0.99960845
 TR1426
 TR1426|---------------------------------------------------------------------|
 TR1426| PID    Reference Object                     Distance      Geod. Az  |
 TR1426|                                                           dddmmss.s |
 TR1426| CF8703 FIDALGO N 2 RM 1                      4.530 METERS 20935     |
 TR1426| TR1768 LOPEZ PASS LIGHT                    APPROX. 8.9 KM 2571747.9 |
 TR1426| TR1753 BELLE ROCK LIGHT                    APPROX. 3.9 KM 2602734.5 |
 TR1426| TR2054 JAM                                 APPROX. 5.2 KM 2834046.1 |
 TR1426| TR2062 FAUNTLEROY POINT LIGHT              APPROX. 7.1 KM 2935939.9 |
 TR1426| CF8704 FIDALGO N 2 RM 2                      3.050 METERS 33508     |
 TR1426|---------------------------------------------------------------------|
 TR1426
 TR1426                          SUPERSEDED SURVEY CONTROL
 TR1426
 TR1426  NAD 83(1986)-  48 29 55.46711(N)    122 42 04.59773(W) AD(       ) 2
 TR1426  NAD 27      -  48 29 56.10000(N)    122 41 59.97000(W) AD(       ) 2
 TR1426
 TR1426.Superseded values are not recommended for survey control.
 TR1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1426.See file dsdata.txt to determine how the superseded data were derived.
 TR1426
 TR1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2206871779(NAD 83)
 TR1426_MARKER: DS = TRIANGULATION STATION DISK
 TR1426_SETTING: 66 = SET IN ROCK OUTCROP
 TR1426_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TR1426
 TR1426  HISTORY     - Date     Condition        Report By
 TR1426  HISTORY     - 1927     MONUMENTED       CGS
 TR1426  HISTORY     - 1939     GOOD             CGS
 TR1426  HISTORY     - 1953     GOOD             CGS
 TR1426  HISTORY     - 1955     GOOD             CGS
 TR1426  HISTORY     - 1972     GOOD             NGS
 TR1426  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TR1426  HISTORY     - 20040425 POOR             INDIV
 TR1426  HISTORY     - 20040526 POOR             NGS
 TR1426
 TR1426                          STATION DESCRIPTION
 TR1426
 TR1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CAE)
 TR1426'STATION IS ON THE NW CORNER OF FIDALGO ISLAND AT GREEN POINT.  THE
 TR1426'STATION IS 7 METERS E OF THE CLIFF LINE THAT BREAKS TO THE WATER
 TR1426'AND ABOUT 6 FEET ABOVE HIGH WATER.  THE ROCKS ON WHICH THE STATION
 TR1426'IS LOCATED ARE YELLOWISH BROWN IN COLOR.  THE STATION IS ABOUT 1
 TR1426'METER W OF THE GRASS LINE WHICH GROWS ALONG THE BEACH BEFORE
 TR1426'GOING INTO THE WOODS.
 TR1426'
 TR1426'THE STATION IS MARKED BY A STANDARD BRONZE DISK STAMPED FIDALGO
 TR1426'N-2 - 1885-1927, AND IS SUNK IN A CREVICE ABOUT 5 INCHES LOWER
 TR1426'THAN THE SURROUNDING ROCK.
 TR1426'
 TR1426'REFERENCE MARK NO.1 IS NW OF THE STATION, WITH NO STAMPING ON
 TR1426'THE MARK.  DISK CEMENTED IN THE ROCK OUTCROP.
 TR1426'
 TR1426'REFERENCE MARK NO.2 IS S OF THE STATION AND IS STAMPED 1939, AND
 TR1426'CEMENTED IN THE ROCK OUTCROP.
 TR1426
 TR1426                          STATION RECOVERY (1953)
 TR1426
 TR1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1426'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A COMPLETE DESCRIPTION
 TR1426'FOLLOWS--
 TR1426'
 TR1426'IN THE NW CORNER OF FIDALGO ISLAND, AT GREEN POINT, ON THE ROCK
 TR1426'LEDGE ALONG THE OFFSHORE EDGE OF A GRASSY POINT, ABOUT 7 M. E OF
 TR1426'THE MEAN HIGH-WATERLINE, ABOUT 6 FT. ABOVE MEAN HIGH WATER, ABOUT
 TR1426'6 M. N OF THE N EDGE OF A SHARP INDENTATION IN THE SHORELINE
 TR1426'ABOUT 14 M. DEEP AND ABOUT 30 M. LONG, THE FIRST LARGE
 TR1426'INDENTATION IN THE SHORELINE WHEN APPROACHING FROM THE NE, AND
 TR1426'AT THE S END OF A GRASSY STRIP BETWEEN THE TREE LINE AND THE
 TR1426'MEAN HIGH-WATERLINE.  THE ROCKS, ON WHICH THE STATION IS
 TR1426'LOCATED, ARE YELLOWISH-BROWN IN COLOR.  A STANDARD BRONZE DISK,
 TR1426'STAMPED FIDALGO N 2 1885 1927 AND WEDGED IN A CREVICE
 TR1426'ABOUT 5 IN. LOWER THAN THE SURROUNDING ROCK.
 TR1426'
 TR1426'REFERENCE MARK 1 IS NW OF THE STATION.  A STANDARD REFERENCE DISK,
 TR1426'NOT STAMPED AND CEMENTED INTO A ROCK OUTCROP.
 TR1426'
 TR1426'REFERENCE MARK 2 IS S OF THE STATION.  A STANDARD REFERENCE DISK,
 TR1426'STAMPED 1939 AND CEMENTED INTO A ROCK OUTCROP.
 TR1426'
 TR1426'TO REACH THE SITE BY TRUCK, FOLLOW SCENIC DRIVE W FROM THE
 TR1426'ENTRANCE TO WASHINGTON PARK AT SUNSET BEACH TO GREEN POINT AND THE
 TR1426'STATION ON THE RIGHT.
 TR1426'
 TR1426'THE REFERENCE MARK DISTANCES WERE CHECKED, BUT THE DIRECTIONS WERE
 TR1426'NOT CHECKED.
 TR1426
 TR1426                          STATION RECOVERY (1955)
 TR1426
 TR1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1426'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 TR1426'
 TR1426'STATION IS ON THE NW CORNER OF FIDALGO ISLAND AT GREEN POINT,
 TR1426'ON A PROMINENT GRASS AREA IN FRONT OF DENSE WOODS.  IT IS ABOUT
 TR1426'1.0 MI. SW OF SHANNON POINT AND APPROXIMATELY 0.4 MI. N OF
 TR1426'FIDALGO HEAD.  IT IS 7 M. E OF A CLIFF LINE THAT BREAKS TO THE
 TR1426'WATER AND ABOUT 6 FT. ABOVE HIGH-WATERLINE.  THE ROCK AREA ON
 TR1426'WHICH THE STATION IS LOCATED IS YELLOWISH BROWN IN COLOR.
 TR1426'STATION IS MARKED WITH A STANDARD DISK, STAMPED FIDALGO N 2 1885
 TR1426'1927, CEMENTED IN A CREVICE ABOUT 5 IN. LOWER THAN THE
 TR1426'SURROUNDING ROCK AREA.  IT IS ABOUT 3 FT. W OF A GRASS LINE.
 TR1426'EYEBOLTS ARE SET N AND W OF THE STATION FOR WIRE SUPPORTS FOR
 TR1426'TARGET.
 TR1426'
 TR1426'REFERENCE MARK 1 IS AN UNSTAMPED STANDARD DISK, CEMENTED IN A
 TR1426'DRILL HOLE IN ROCK OUTCROPPING NW OF THE STATION.  IT IS JUST W
 TR1426'OF A GRASS LINE IN OPEN VIEW.
 TR1426'
 TR1426'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 1939, CEMENTED IN
 TR1426'A DRILL HOLE IN ROCK OUTCROPPING S OF THE STATION, W OF THE GRASS
 TR1426'LINE IN OPEN VIEW.
 TR1426'
 TR1426'DISTANCES CHECKED, HOWEVER NO CHECK MADE ON DIRECTIONS AT THIS
 TR1426'TIME.
 TR1426
 TR1426                          STATION RECOVERY (1972)
 TR1426
 TR1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GCS)
 TR1426'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR1426'
 TR1426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1426'3.5 N.M. WSW ANACORTES.
 TR1426
 TR1426                          STATION RECOVERY (1983)
 TR1426
 TR1426'RECOVERY NOTE BY US POWER SQUADRON 1983 (MEH)
 TR1426'FIDALGO N 2 1885 1927 DISK MISSING - SHAFT IN PLACE.
 TR1426'
 TR1426'RM NO 1 (NO STAMPING) RECOVERED GOOD.
 TR1426'
 TR1426'RM NO 2 1939 RECOVERED GOOD.
 TR1426'
 TR1426'(ADD TO DESCRIPTION--NEAR WEST END OF LARGE GRASSY PLOT).
 TR1426
 TR1426                          STATION RECOVERY (2004)
 TR1426
 TR1426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JEE)
 TR1426'CONDITION IS AS DESCRIBED IN LAST RECOVERY. THE STATION'S DISK IS
 TR1426'MISSING BUT PROMINATE POST REMAINS. RM NO1 (NO STAMP) GOOD. RM NO2
 TR1426'STAMPED 1939 GOOD. ALSO NOTICED EYEBOLT TO THE WEST.
 TR1426
 TR1426                          STATION RECOVERY (2004)
 TR1426
 TR1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DB)
 TR1426'THIS REPORT WAS SUBMITTED BY ERA SEEK.  THE DISK IS MISSING.  ONLY THE
 TR1426'CONCRETE REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1421 ***********************************************************************
 SW1421  DESIGNATION -  FIDDLE CREEK USBR 1934
 SW1421  PID         -  SW1421
 SW1421  STATE/COUNTY-  WA/DOUGLAS
 SW1421  USGS QUAD   -  ELECTRIC CITY (1968)
 SW1421
 SW1421                         *CURRENT SURVEY CONTROL
 SW1421  ___________________________________________________________________
 SW1421* NAD 83(1991)-  47 58 15.48361(N)    119 00 51.81894(W)     ADJUSTED  
 SW1421* NAVD 88     -       734.8    (meters)    2411.     (feet)  VERTCON   
 SW1421  ___________________________________________________________________
 SW1421  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 SW1421  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 SW1421
 SW1421  HORZ ORDER  -  FIRST
 SW1421
 SW1421.The horizontal coordinates were established by classical geodetic methods
 SW1421.and adjusted by the National Geodetic Survey in December 1991..
 SW1421
 SW1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1421
 SW1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1421
 SW1421.The geoid height was determined by GEOID03.
 SW1421
 SW1421;                    North         East     Units Scale Factor Converg.
 SW1421;SPC WA N     -   109,558.942   635,795.078   MT  0.99994553   +1 21 15.3
 SW1421;SPC WA N     -   359,444.63  2,085,937.69   sFT  0.99994553   +1 21 15.3
 SW1421;UTM  11      - 5,315,036.968   349,654.136   MT  0.99987775   -1 29 47.7
 SW1421
 SW1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1421!SPC WA N     -   0.99988791  x   0.99994553  =   0.99983345
 SW1421!UTM  11      -   0.99988791  x   0.99987775  =   0.99976567
 SW1421
 SW1421:                Primary Azimuth Mark                     Grid Az
 SW1421:SPC WA N     -  LAEL 1938                                231 34 13.1
 SW1421:UTM  11      -  LAEL 1938                                234 25 16.1
 SW1421
 SW1421|---------------------------------------------------------------------|
 SW1421| PID    Reference Object                     Distance      Geod. Az  |
 SW1421|                                                           dddmmss.s |
 SW1421| SW1419 LAEL 1938                           APPROX. 3.1 KM 2325528.4 |
 SW1421|---------------------------------------------------------------------|
 SW1421
 SW1421                          SUPERSEDED SURVEY CONTROL
 SW1421
 SW1421  NAD 83(1986)-  47 58 15.49414(N)    119 00 51.81645(W) AD(       ) 1
 SW1421  NAD 27      -  47 58 15.94600(N)    119 00 47.73300(W) AD(       ) 1
 SW1421  NGVD 29 (07/19/86)  733.6    (m)         2407.     (f) VERT ANG       
 SW1421
 SW1421.Superseded values are not recommended for survey control.
 SW1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1421.See file dsdata.txt to determine how the superseded data were derived.
 SW1421
 SW1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP4965415037(NAD 83)
 SW1421
 SW1421  HISTORY     - Date     Condition        Report By
 SW1421  HISTORY     - 1934     MONUMENTED       BOR
 SW1421  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SW1421  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1421  HISTORY     - 1971     SEE DESCRIPTION  BPA
 SW1421  HISTORY     - 1979     GOOD             BPA
 SW1421
 SW1421                          STATION DESCRIPTION
 SW1421
 SW1421'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1421'ABOUT 2-1/2 MILES NW OF COLUMBIA RIVER DAM, ON TOP OF RIDGE JUST
 SW1421'ABOVE A PROMINENT BASALT FACE, S OF FIDDLE CREEK CANYON.
 SW1421'
 SW1421'STATION IS REACHED FROM GRAND COULEE TOWNSITE BY DRIVING N ON THE
 SW1421'BARRY ROAD.  AT 2.4 MILES TAKE LEFT OF TWO FORKS AND DRIVE UP
 SW1421'FIDDLE CREEK CANYON.  AT 3.7 MILES TAKE ROAD WHICH TURNS LEFT AT
 SW1421'FAR SIDE OF A CORRAL, AT 3.8 THROUGH GATE, AT 4.0 TAKE LEFT OF TWO
 SW1421'FORKS, AT 4.3 THROUGH GATE, AT 4.8 LEAVE FIELD ROAD AND CROSS
 SW1421'PLOWED FIELD TO LEFT AND CONTINUE ALONG TOP OF RIDGE RUNNING
 SW1421'E.  AT 5.2 TAKE DOWN FENCE AND CONTINUE E ALONG TOP OF RIDGE TO
 SW1421'STATION AT 5.7 MILES.
 SW1421'
 SW1421'STATION IS MARKED WITH A LYONITE PISTON SET IN A 12- BY 12-INCH
 SW1421'CONCRETE MONUMENT.  AN 8-FOOT STAND WAS BUILT IN ORDER TO OBSERVE
 SW1421'STATION WILSON BUTTE THROUGH A SMALL SADDLE.
 SW1421
 SW1421                          STATION RECOVERY (1938)
 SW1421
 SW1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CMB)
 SW1421'DESCRIPTION AND LOG CORRECT.
 SW1421'
 SW1421'HEIGHT OF STAND AS USED IN JANUARY AND FEBRUARY 1938, WAS 2.17
 SW1421'METERS.
 SW1421
 SW1421                          STATION RECOVERY (1947)
 SW1421
 SW1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1421'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE
 SW1421'U.S.B.R. IN 1934.  STATION MARK IS A LYONITE PISTON SET IN A 12- BY
 SW1421'12-INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 SW1421'STAMPED FIDDLE CREEK 1934.
 SW1421'
 SW1421'DESCRIPTION IS ADEQUATE.
 SW1421
 SW1421                          STATION RECOVERY (1971)
 SW1421
 SW1421'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1971
 SW1421'STATION WAS RECOVERED IN GOOD CONDITION AUGUST 1971.
 SW1421'
 SW1421'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY NO. 155 AND 174,
 SW1421'AT THE WEST SIDE OF GRAND COULEE, WASHINGTON, GO NORTHERLY AND
 SW1421'WESTERLY ON HIGHWAY NO. 174 FOR 4.3 MILES TO A SIDE ROAD LEFT.
 SW1421'
 SW1421'TURN LEFT AND GO 1.7 MILES TO THE USBR SUBSTATION.
 SW1421'
 SW1421'TURN LEFT AND GO ALONG NORTH SIDE OF SUBSTATION 0.3 MILE TO THE
 SW1421'N.E. CORNER, THEN ALONG THE EAST SIDE OF SUBSTATION 0.1 MILE.  THEN
 SW1421'DRIVE ACROSS COUNTRY N. 40 DEG E. FOR 0.15 MILE TO A GATE.
 SW1421'
 SW1421'PASS THROUGH GATE AND CONTINUE ACROSS COUNTRY N. 40 DEG E., 0.2
 SW1421'MILE TO THE STATION AS DESCRIBED.
 SW1421
 SW1421                          STATION RECOVERY (1979)
 SW1421
 SW1421'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1979 (KED)
 SW1421'FIDDLE CREEK 1934 RECOVERED GOOD.
 SW1421'
 SW1421'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MI. WEST OF
 SW1421'COULEE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2820 ***********************************************************************
 RD2820  DESIGNATION -  FIELD
 RD2820  PID         -  RD2820
 RD2820  STATE/COUNTY-  WA/CLARK
 RD2820  USGS QUAD   -  MOUNT TABOR (1990)
 RD2820
 RD2820                         *CURRENT SURVEY CONTROL
 RD2820  ___________________________________________________________________
 RD2820* NAD 83(1991)-  45 36 47.19177(N)    122 36 24.14297(W)     ADJUSTED  
 RD2820* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 RD2820  ___________________________________________________________________
 RD2820  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 RD2820  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RD2820
 RD2820  HORZ ORDER  -  THIRD
 RD2820
 RD2820.The horizontal coordinates were established by classical geodetic methods
 RD2820.and adjusted by the National Geodetic Survey in December 1991..
 RD2820
 RD2820.The orthometric height was scaled from a topographic map.
 RD2820
 RD2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2820
 RD2820.The geoid height was determined by GEOID03.
 RD2820
 RD2820;                    North         East     Units Scale Factor Converg.
 RD2820;SPC WA S     -    33,292.179   335,684.056   MT  1.00005718   -1 31 49.1
 RD2820;SPC WA S     -   109,226.09  1,101,323.44   sFT  1.00005718   -1 31 49.1
 RD2820;SPC OR N     -   218,436.710 2,335,704.919   MT  0.99992464   -1 29 38.6
 RD2820;SPC OR N     -   716,655.87  7,663,073.88   iFT  0.99992464   -1 29 38.6
 RD2820;UTM  10      - 5,051,137.904   530,665.184   MT  0.99961156   +0 16 51.8
 RD2820
 RD2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2820!SPC WA S     -   0.99999807  x   1.00005718  =   1.00005525
 RD2820!SPC OR N     -   0.99999807  x   0.99992464  =   0.99992271
 RD2820!UTM  10      -   0.99999807  x   0.99961156  =   0.99960963
 RD2820
 RD2820:                Primary Azimuth Mark                     Grid Az
 RD2820:SPC WA S     -  DIKE                                     162 53 19.3
 RD2820:SPC OR N     -  DIKE                                     162 51 08.8
 RD2820:UTM  10      -  DIKE                                     161 04 38.4
 RD2820
 RD2820|---------------------------------------------------------------------|
 RD2820| PID    Reference Object                     Distance      Geod. Az  |
 RD2820|                                                           dddmmss.s |
 RD2820| RD2823 DIKE                                APPROX. 1.7 KM 1612130.2 |
 RD2820|---------------------------------------------------------------------|
 RD2820
 RD2820                          SUPERSEDED SURVEY CONTROL
 RD2820
 RD2820  NAD 83(1991)-  45 36 47.19177(N)    122 36 24.14298(W) AD(       ) 3
 RD2820  NAD 83(1986)-  45 36 47.20937(N)    122 36 24.14603(W) AD(       ) 3
 RD2820  NAD 27      -  45 36 47.78700(N)    122 36 19.80500(W) AD(       ) 3
 RD2820
 RD2820.Superseded values are not recommended for survey control.
 RD2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2820.See file dsdata.txt to determine how the superseded data were derived.
 RD2820
 RD2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3066551138(NAD 83)
 RD2820
 RD2820  HISTORY     - Date     Condition        Report By
 RD2820  HISTORY     - 1935     MONUMENTED       USE
 RD2820  HISTORY     - 1941     SEE DESCRIPTION  USE
 RD2820  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2820
 RD2820                          STATION DESCRIPTION
 RD2820
 RD2820'DESCRIBED BY US ENGINEERS 1941
 RD2820'STATION IS ON N BANK OF COLUMBIA RIVER, ABOUT 2 MILES UPSTREAM
 RD2820'FROM RYAN POINT AND ABOUT 0.25 MILE UPSTREAM (E) OF VANCOUVER
 RD2820'BOAT WORKS.  STATION PROBABLY MARKED BY SECTION OF 1 1/4-INCH
 RD2820'IRON PIPE IN CONCRETE POST.  IN 1941 STATION REPORTED LOST OR
 RD2820'DESTROYED.  NEW STATION FIELD 2 (U.S.E.) HAS BEEN ESTABLISHED IN
 RD2820'SAME LOCALITY, BUT ITS POSITION IS NOT AVAILABLE AT THIS TIME.
 RD2820
 RD2820                          STATION RECOVERY (1945)
 RD2820
 RD2820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2820'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT BE
 RD2820'FOUND.  AS STATION FIELD 2 (U.S.E.) WAS ESTABLISHED IN THE SAME
 RD2820'GENERAL VICINITY, IT IS RECOMMENDED THAT THE ABOVE STATION BE
 RD2820'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2499 ***********************************************************************
 TR2499  DESIGNATION -  FIELD
 TR2499  PID         -  TR2499
 TR2499  STATE/COUNTY-  WA/CLALLAM
 TR2499  USGS QUAD   -  DISQUE (1978)
 TR2499
 TR2499                         *CURRENT SURVEY CONTROL
 TR2499  ___________________________________________________________________
 TR2499* NAD 83(1991)-  48 07 29.33563(N)    123 46 45.26076(W)     ADJUSTED  
 TR2499* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 TR2499  ___________________________________________________________________
 TR2499  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 TR2499  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 TR2499
 TR2499  HORZ ORDER  -  SECOND
 TR2499
 TR2499.The horizontal coordinates were established by classical geodetic methods
 TR2499.and adjusted by the National Geodetic Survey in December 1991..
 TR2499
 TR2499.The orthometric height was scaled from a topographic map.
 TR2499
 TR2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2499
 TR2499.The geoid height was determined by GEOID03.
 TR2499
 TR2499;                    North         East     Units Scale Factor Converg.
 TR2499;SPC WA N     -   129,256.424   280,757.763   MT  0.99994226   -2 11 35.8
 TR2499;SPC WA N     -   424,068.78    921,119.43   sFT  0.99994226   -2 11 35.8
 TR2499;UTM  10      - 5,330,466.715   442,012.810   MT  0.99964132   -0 34 48.9
 TR2499
 TR2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2499!SPC WA N     -   0.99997070  x   0.99994226  =   0.99991296
 TR2499!UTM  10      -   0.99997070  x   0.99964132  =   0.99961203
 TR2499
 TR2499:                Primary Azimuth Mark                     Grid Az
 TR2499:SPC WA N     -  FIELD AZ MK                              067 47 27.0
 TR2499:UTM  10      -  FIELD AZ MK                              066 10 40.1
 TR2499
 TR2499|---------------------------------------------------------------------|
 TR2499| PID    Reference Object                     Distance      Geod. Az  |
 TR2499|                                                           dddmmss.s |
 TR2499| CF8705 FIELD AZ MK                                        0653551.2 |
 TR2499| CF8706 FIELD RM 1                           19.337 METERS 09811     |
 TR2499| CF8707 FIELD RM 2                           33.031 METERS 17328     |
 TR2499|---------------------------------------------------------------------|
 TR2499
 TR2499                          SUPERSEDED SURVEY CONTROL
 TR2499
 TR2499  NAD 83(1986)-  48 07 29.33540(N)    123 46 45.26448(W) AD(       ) 2
 TR2499  NAD 27      -  48 07 30.02000(N)    123 46 40.55500(W) AD(       ) 2
 TR2499
 TR2499.Superseded values are not recommended for survey control.
 TR2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2499.See file dsdata.txt to determine how the superseded data were derived.
 TR2499
 TR2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU4201330467(NAD 83)
 TR2499_MARKER: Z = SEE DESCRIPTION
 TR2499_SETTING: 0 = UNSPECIFIED SETTING
 TR2499
 TR2499  HISTORY     - Date     Condition        Report By
 TR2499  HISTORY     - 1942     MONUMENTED       CGS
 TR2499  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR2499
 TR2499                          STATION DESCRIPTION
 TR2499
 TR2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2499'LOCATED ON THE HIGH POINT OF A CLEARED KNOLL BY A SHARP BEND IN A
 TR2499'GRADED DIRT ROAD, ON THE S SIDE OF THE ROAD, ABOUT 200 YARDS E BY
 TR2499'N OF A WOODEN HIGHWAY BRIDGE, AND 0.45 MILE W BY S OF ANOTHER
 TR2499'HIGHWAY BRIDGE.  A SMALL FARM IS JUST ACROSS THE ROAD TO THE
 TR2499'N.  STATION IS ABOUT 100 FEET S OF THE ROAD.
 TR2499'
 TR2499'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 TR2499'
 TR2499'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 TR2499'
 TR2499'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE.
 TR2499'
 TR2499'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 TR2499'BEDROCK.
 TR2499'
 TR2499'AZIMUTH MARK IS NEAR THE SW END OF THE MORE DISTANT BRIDGE, JUST
 TR2499'N OF THE FENCE LINE.  IT IS A BRONZE AZIMUTH DISK, STAMPED
 TR2499'FIELD AZIMUTH 1942, AND SET IN A DRILL HOLE IN A LOW BOULDER AT
 TR2499'THE ROAD LEVEL.
 TR2499'
 TR2499'TO REACH FROM PORT ANGELES, GO TO JOYCE.  CONTINUE W TO CRESCENT
 TR2499'CONSOLIDATED SCHOOL, TURN LEFT AND FOLLOW GRADED ROAD FOR 2.0 MILES.
 TR2499'
 TR2499'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 TR2499
 TR2499                          STATION RECOVERY (1954)
 TR2499
 TR2499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR2499'THIS STATION MARK, TOGETHER WITH THE TWO REFERENCE MARKS, WERE
 TR2499'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A LARGE FILL AND A
 TR2499'CONCRETE CULVERT HAVE REPLACED THE BRIDGE IN THE VICINITY OF
 TR2499'THE AZIMUTH MARK.  THE AZIMUTH MARK COULD NOT BE RECOVERED AND WAS
 TR2499'ASSUMED TO HAVE BEEN DESTROYED.
 TR2499'
 TR2499'SUBSEQUENT TO RECOVERY, THE STATION MARK AND THE TWO REFERENCE
 TR2499'MARKS WERE DESTROYED, AND A NEW STATION, FIELD 2, WAS ESTABLISHED
 TR2499'TO ACCOMMODATE PROPOSED ROAD CONSTRUCTION.
 TR2499'
 TR2499'SEE DESCRIPTION OF FIELD 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1681 ***********************************************************************
 RZ1681  DESIGNATION -  FIELD
 RZ1681  PID         -  RZ1681
 RZ1681  STATE/COUNTY-  WA/COLUMBIA
 RZ1681  USGS QUAD   -  PANJAB CREEK (1995)
 RZ1681
 RZ1681                         *CURRENT SURVEY CONTROL
 RZ1681  ___________________________________________________________________
 RZ1681* NAD 83(1991)-  46 14 47.20434(N)    117 38 07.18222(W)     ADJUSTED  
 RZ1681* NAVD 88     -      1585.3    (meters)    5201.     (feet)  VERTCON   
 RZ1681  ___________________________________________________________________
 RZ1681  LAPLACE CORR-          12.08  (seconds)                    DEFLEC99
 RZ1681  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 RZ1681
 RZ1681  HORZ ORDER  -  THIRD
 RZ1681
 RZ1681.The horizontal coordinates were established by classical geodetic methods
 RZ1681.and adjusted by the National Geodetic Survey in December 1991..
 RZ1681
 RZ1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1681
 RZ1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1681
 RZ1681.The geoid height was determined by GEOID03.
 RZ1681
 RZ1681;                    North         East     Units Scale Factor Converg.
 RZ1681;SPC WA S     -   105,502.972   720,856.066   MT  0.99993197   +2 04 51.2
 RZ1681;SPC WA S     -   346,137.67  2,365,008.61   sFT  0.99993197   +2 04 51.2
 RZ1681;UTM  11      - 5,121,626.028   451,023.962   MT  0.99962949   -0 27 32.1
 RZ1681
 RZ1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1681!SPC WA S     -   0.99975436  x   0.99993197  =   0.99968635
 RZ1681!UTM  11      -   0.99975436  x   0.99962949  =   0.99938394
 RZ1681
 RZ1681:                Primary Azimuth Mark                     Grid Az
 RZ1681:SPC WA S     -  FIELD AZ MK                              166 07 19.6
 RZ1681:UTM  11      -  FIELD AZ MK                              168 39 42.9
 RZ1681
 RZ1681|---------------------------------------------------------------------|
 RZ1681| PID    Reference Object                     Distance      Geod. Az  |
 RZ1681|                                                           dddmmss.s |
 RZ1681| CF5281 FIELD AZ MK                                        1681210.8 |
 RZ1681| CF5282 FIELD RM 1                           13.411 METERS 18542     |
 RZ1681| CF5283 FIELD RM 2                           11.613 METERS 24044     |
 RZ1681|---------------------------------------------------------------------|
 RZ1681
 RZ1681                          SUPERSEDED SURVEY CONTROL
 RZ1681
 RZ1681  NAD 83(1991)-  46 14 47.20566(N)    117 38 07.18303(W) AD(       ) 3
 RZ1681  NAD 83(1986)-  46 14 47.21050(N)    117 38 07.17744(W) AD(       ) 3
 RZ1681  NAD 27      -  46 14 47.67609(N)    117 38 03.50700(W) AD(       ) 3
 RZ1681  NGVD 29 (07/19/86) 1584.2    (m)         5197.     (f) VERT ANG       
 RZ1681
 RZ1681.Superseded values are not recommended for survey control.
 RZ1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1681.See file dsdata.txt to determine how the superseded data were derived.
 RZ1681
 RZ1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM5102421626(NAD 83)
 RZ1681_MARKER: DS = TRIANGULATION STATION DISK
 RZ1681_SETTING: 0 = UNSPECIFIED SETTING
 RZ1681
 RZ1681  HISTORY     - Date     Condition        Report By
 RZ1681  HISTORY     - 1963     MONUMENTED       CGS
 RZ1681  HISTORY     - 1964     GOOD             CGS
 RZ1681
 RZ1681                          STATION DESCRIPTION
 RZ1681
 RZ1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 RZ1681'THE STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 RZ1681'
 RZ1681'4 FOOT STAND.
 RZ1681'
 RZ1681'THE STATION IS LOCATED NEAR THE NORTH END AND SUMMIT OF A SMALL
 RZ1681'CLEARING OR GRASSY OPENING KNOWN AS THE WHEATFIELD.  IT IS
 RZ1681'ABOUT 15-1/2 MILES SOUTH-SOUTHEAST OF POMEROY, 9 MILES SOUTHWEST
 RZ1681'OF PEOLA AND 4 MILES NORTHWEST OF THE CLEARWATER LOOKOUT
 RZ1681'TOWER.  IT IS ABOUT 1/3 MILE NORTHERLY FROM THE END OF THE
 RZ1681'FOREST SERVICE ROAD INTO THE AREA.
 RZ1681'
 RZ1681'TO REACH THE STATION FROM THE POST OFFICE IN POMEROY, GO
 RZ1681'EASTERLY ON U.S. HIGHWAY 410 FOR 0.5 MILE TO JUNCTION WITH
 RZ1681'STATE HIGHWAY 3K.  TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 3K
 RZ1681'FOR 7.9 MILES TO A FORKS WHERE HIGHWAY 3K TURNS LEFT.  KEEP
 RZ1681'THE RIGHT FORK, STRAIGHT AHEAD, SOUTHERLY FOR 15.4 MILES TO
 RZ1681'ROAD FORKS AND SIGN WILLOW SPRINGS RD. - PUMPER CHANCE 6 - END
 RZ1681'OF ROAD 7 MILES.  THIS IS ABOUT 3/4 MILE NORTH OF THE
 RZ1681'CLEARWATER LOOKOUT AND 3.7 MILES FROM FORKS OF ROAD LEADING TO
 RZ1681'ABELS POINT.  GO WEST AND NORTH ON FOREST SERVICE ROAD
 RZ1681'WHICH FOLLOWS A TELEPHONE LINE, THEN ALONG FENCELINE FOR 6.3
 RZ1681'MILES TO CREST IN SOME LARGE SCATTERED TREES.  CONTINUE ON A
 RZ1681'MORE DIM ROAD THROUGH THE TREES FOR 0.25 MILE TO END OF
 RZ1681'THE ROAD AT FENCELINE.  PACK ALONG DIM TRACKS NORTH-NORTHWEST TO
 RZ1681'ROCKY KNOLL AND ALONG CREST NORTHERLY TO THE NORTH END OF THE
 RZ1681'CLEARING AND STATION.
 RZ1681'
 RZ1681'THE STATION MARK IS A STANDARD DISK, STAMPED FIELD 1963,
 RZ1681'BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS 2 INCHES.
 RZ1681'THERE IS AN UNDERGROUND MARK SET APPROXIMATELY 36 INCHES
 RZ1681'BELOW THE GROUND SURFACE.
 RZ1681'
 RZ1681'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FIELD NO 1 1963,
 RZ1681'BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS 2 INCHES.
 RZ1681'IT IS APPROXIMATELY 15 YARDS SOUTHWEST OF THE STATION.
 RZ1681'
 RZ1681'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FIELD NO 2 1963,
 RZ1681'BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS 2
 RZ1681'INCHES.  IT IS APPROXIMATELY 15 YARDS WEST OF THE STATION.
 RZ1681'
 RZ1681'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FIELD 1963,
 RZ1681'BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS 2 INCHES.
 RZ1681'IT IS APPROXIMATELY 0.3 MILE SOUTH OF THE STATION ON THE SUMMIT
 RZ1681'OF A VERY SMALL DIRT MOUND ABOUT 0.25 MILE NORTH OF THE END
 RZ1681'OF TRUCK TRAVEL.
 RZ1681
 RZ1681                          STATION RECOVERY (1964)
 RZ1681
 RZ1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 RZ1681'THE STATION IS LOCATED ABOUT 15-1/2 MILES SOUTH OF POMEROY, 16
 RZ1681'1/2 MILES EAST SOUTHEAST OF DAYTON, 4 MILES NORTHWEST OF THE
 RZ1681'CLEARWATER LOOKOUT TOWER AND AT THE NORTHWEST END OF A GRASSY
 RZ1681'FIELD KNOWN AS THE WHEATFIELD.  THIS POINT OVERLOOKS GRUB, BIG
 RZ1681'FORK AND WATERMAN CANYONS.
 RZ1681'
 RZ1681'TO REACH THE STATION FROM THE POST OFFICE IN POMEROY, GO EAST ON
 RZ1681'U.S. HIGHWAY 410 FOR 0.5 MILES TO ITS JUNCTION WITH STATE HIGHWAY
 RZ1681'128.  TURN RIGHT ON STATE HIGHWAY 128 AND GO SOUTHERLY FOR 7.9
 RZ1681'MILES TO A POINT WHERE STATE HIGHWAY 128 TURNS 90 DEGREES TO THE
 RZ1681'LEFT AND A GRAVELED ROAD GOES STRAIGHT AHEAD (THIS IS USFS ROAD
 RZ1681'N911).  CONTINUE AHEAD ON THE GRAVELED ROAD FOR 15.4 MILES TO A
 RZ1681'SIDE ROAD ON THE RIGHT AND SIGN WILLOW SPRINGS ROAD PUMPER CHANCH
 RZ1681'6 1 END OF ROAD 7.  THIS POINT IS 0.6 MILES NORTH OF THE
 RZ1681'CLEARWATER LOOKOUT TOWER.  TURN RIGHT AND GO WESTERLY, THENCE
 RZ1681'NORTH FOR 6.1 MILES TO A SHARP TURN IN THE ROAD TO THE
 RZ1681'RIGHT AND A GATE ON THE LEFT 50 FEET FROM THE ROAD.  TURN LEFT
 RZ1681'OFF THE ROAD AND PASS THROUGH THE GATE AND FOLLOW TRACKS NORTH,
 RZ1681'THENCE NORTHWEST FOR 0.1 MILE TO THE BASE OF A SMALL STEEP
 RZ1681'HILL AND THE END OF TRUCK TRAVEL.  PACK NORTHWEST UP THE HILL
 RZ1681'AND ALONG THE RIDGE FOR 10 MINUTES TO THE SOUTHEAST EDGE
 RZ1681'OF THE WHEATFIELD AND THE AZIMUTH MARK ON A SMALL DIRT
 RZ1681'MOUND.  CONTINUE AHEAD ACROSS THE WHEATFIELD FOR 10
 RZ1681'MINUTES TO THE NORTHWEST END AND THE STATION.
 RZ1681'
 RZ1681'THE STATION MARK IS A STANDARD DISK, STAMPED FIELD 1963, WELDED
 RZ1681'TO THE TOP OF A 2 INCH IRON PIPE THAT IS CEMENTED IN THE GROUND
 RZ1681'AND PROJECTING 11 INCHES.  IT IS ABOUT 10 FEET SOUTHEAST OF A SMALL
 RZ1681'PINE BOUGH SHELTER.
 RZ1681'
 RZ1681'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FIELD NO 1 1963,
 RZ1681'WELDED TO THE TOP OF A 2 INCH IRON PIPE THAT IS CEMENTED IN THE
 RZ1681'GROUND AND PROJECTS 6 INCHES.  IT IS ABOUT 1 FOOT HIGHER THAN THE
 RZ1681'STATION.
 RZ1681'
 RZ1681'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FIELD NO 2 1963,
 RZ1681'WELDED TO THE TOP OF A 2 INCH IRON PIPE THAT IS CEMENTED IN THE
 RZ1681'GROUND AND PROJECTS 12 INCHES.  IT IS AT ABOUT THE SAME ELEVATION
 RZ1681'AS THE STATION.
 RZ1681'
 RZ1681'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FIELD 1963, WELDED TO
 RZ1681'THE TOP OF A 2 INCH IRON PIPE THAT IS CEMENTED IN THE GROUND AND
 RZ1681'PROJECTS 5 INCHES.  IT IS ON THE HIGHEST POINT OF A SMALL DIRT
 RZ1681'MOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5254 ***********************************************************************
 SY5254  DESIGNATION -  FIELD 2
 SY5254  PID         -  SY5254
 SY5254  STATE/COUNTY-  WA/KITSAP
 SY5254  USGS QUAD   -  BREMERTON EAST (1981)
 SY5254
 SY5254                         *CURRENT SURVEY CONTROL
 SY5254  ___________________________________________________________________
 SY5254* NAD 83(1991)-  47 33 38.14353(N)    122 35 44.05260(W)     ADJUSTED  
 SY5254* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY5254  ___________________________________________________________________
 SY5254  LAPLACE CORR-         -12.46  (seconds)                    DEFLEC99
 SY5254  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 SY5254
 SY5254  HORZ ORDER  -  SECOND
 SY5254
 SY5254.The horizontal coordinates were established by classical geodetic methods
 SY5254.and adjusted by the National Geodetic Survey in December 1991..
 SY5254
 SY5254.The orthometric height was scaled from a topographic map.
 SY5254
 SY5254.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5254
 SY5254.The geoid height was determined by GEOID03.
 SY5254
 SY5254;                    North         East     Units Scale Factor Converg.
 SY5254;SPC WA N     -    63,846.538   367,392.652   MT  0.99998925   -1 18 43.3
 SY5254;SPC WA N     -   209,469.85  1,205,354.06   sFT  0.99998925   -1 18 43.3
 SY5254;UTM  10      - 5,267,543.352   530,423.912   MT  0.99961137   +0 17 54.5
 SY5254
 SY5254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5254!SPC WA N     -   1.00000293  x   0.99998925  =   0.99999218
 SY5254!UTM  10      -   1.00000293  x   0.99961137  =   0.99961430
 SY5254
 SY5254|---------------------------------------------------------------------|
 SY5254| PID    Reference Object                     Distance      Geod. Az  |
 SY5254|                                                           dddmmss.s |
 SY5254| CF6628 FIELD 2 RM                           20.310 METERS 03424     |
 SY5254| CF6629 FIELD 2 RM 1                         11.028 METERS 05428     |
 SY5254| CF6630 FIELD 2 RM 2                          7.780 METERS 16946     |
 SY5254| SY5224 DALL                                APPROX. 1.2 KM 2102737.1 |
 SY5254| SY5220 POINT HERRON LIGHT                  APPROX. 1.4 KM 2850025.4 |
 SY5254|---------------------------------------------------------------------|
 SY5254
 SY5254                          SUPERSEDED SURVEY CONTROL
 SY5254
 SY5254  NAD 83(1986)-  47 33 38.13751(N)    122 35 44.05921(W) AD(       ) 2
 SY5254  NAD 27      -  47 33 38.78800(N)    122 35 39.58700(W) AD(       ) 2
 SY5254
 SY5254.Superseded values are not recommended for survey control.
 SY5254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5254.See file dsdata.txt to determine how the superseded data were derived.
 SY5254
 SY5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3042467543(NAD 83)
 SY5254
 SY5254  HISTORY     - Date     Condition        Report By
 SY5254  HISTORY     - 1900     MONUMENTED       CGS
 SY5254  HISTORY     - 1908     SEE DESCRIPTION  CGS
 SY5254  HISTORY     - 1915     SEE DESCRIPTION  CGS
 SY5254  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5254  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY5254  HISTORY     - 19960430 MARK NOT FOUND   USPSQD
 SY5254
 SY5254                          STATION DESCRIPTION
 SY5254
 SY5254'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (AHD)
 SY5254'STATION IS ON THIRD WOODED POINT S OF CANAL.  THE N POINT OF DYES
 SY5254'INLET BEARS W BY N, POINT WHITE N STEEPLE OF BREMERTON CHURCH ON
 SY5254'W OF HILL W 1/2 S.  POINT CARROL N 3/4 E.  ALL BEARINGS MAGNETIC.
 SY5254'
 SY5254'A 10-INCH HARDWOOD TREE WAS BLAZED WITH A TRIANGLE BEARING NE
 SY5254'1/2 E (MAGNETIC) 65 FEET.  A BOULDER BEARING SSE MAGNETIC DISTANT
 SY5254'21.8 FEET, JUST INSIDE OF HIGH-WATER MARK WAS MARKED WITH A
 SY5254'TRIANGLE FACING STATION.
 SY5254'
 SY5254'STATION MARK IS A 1/2-INCH HOLE DRILLED IN A BOULDER THAT IS HALF
 SY5254'EMBEDDED IN THE GRAVELLY BEACH.
 SY5254
 SY5254                          STATION RECOVERY (1908)
 SY5254
 SY5254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1908 (ERH)
 SY5254'STATION FOUND AS DESCRIBED, BLAZE ON TREE WAS FRESHENED.  STATION
 SY5254'IS IN LARGEST OF SEVERAL BOULDERS.  BOULDER IS A BROWN STONE, QUITE
 SY5254'FLAT, RISING BUT LITTLE ABOVE BEACH, IS ABOUT 3 FEET LONG AND HAS
 SY5254'A DISK SHAPED DEPRESSION NEAR STATION MARK WHICH IS VERY
 SY5254'OBSCURE.  MARK IS A TRIANGULAR PIT, CHIPPED INTO END OF STONE
 SY5254'MOST DISTANT FROM BOULDER WITH TRIANGLE.
 SY5254
 SY5254                          STATION RECOVERY (1915)
 SY5254
 SY5254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1915 (FHH)
 SY5254'THIS STATION IS LOCATED ON A POINT 1-1/8 MILES SE OF THE DOCK
 SY5254'NAMED WATERMAN ON THE SITE OF THE OLD STATION FIELD.  IN THE BEND
 SY5254'TO THE N IS A SMALL RUN SUPPORTED ON ONE ROW OF PILES.  JUST TO
 SY5254'THE NE OF THE STATION IS A CABLE CROSSING SIGN.
 SY5254'
 SY5254'STATION IS MARKED WITH STANDARD BRONZE DISK ABOVE OLD DRILL HOLE
 SY5254'AND IS SET IN SMALL CONCRETE PIER FASTENED TO THE ROCK BENEATH.
 SY5254'
 SY5254'REFERENCE MARK NO.1 IS A STANDARD REFERENCE MARK SET IN CONCRETE
 SY5254'PIER AND IS 11.028 METERS DISTANT FROM STATION.
 SY5254'
 SY5254'REFERENCE MARK NO.2 IS A TRIANGLE CUT ON FACE OF ROCK FACING
 SY5254'STATION AND IS 7.78 METERS DISTANT FROM STATION.
 SY5254
 SY5254                          STATION RECOVERY (1934)
 SY5254
 SY5254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5254'STATION IS ON A ROUNDED POINT ABOUT 2-1/2 MILES S OF POINT CARROL
 SY5254'ON A GRAVEL AND BOULDER BEACH JUST BELOW HIGH-WATER LINE.
 SY5254'
 SY5254'THE ORIGINAL MARK WAS A DRILL HOLE IN BROWN BOULDER THAT WAS
 SY5254'RECOVERED IN 1915 UNDER A FOOT AND A HALF OF GRAVEL.  A CONCRETE
 SY5254'POST THEN WAS ERECTED OVER THE BOULDER AND MARKED WITH A STANDARD
 SY5254'DISK.  THE MARK WAS RECOVERED IN 1934 IN GOOD CONDITION.
 SY5254'
 SY5254'THE REFERENCE MARKS HAVE BEEN DESTROYED THROUGH HIGHWAY
 SY5254'IMPROVEMENT.  A NEW REFERENCE MARK, A STANDARD DISK SET IN LARGE
 SY5254'BOULDER NE OF THE STATION.
 SY5254
 SY5254                          STATION RECOVERY (1945)
 SY5254
 SY5254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (LCW)
 SY5254'THE REFERENCE MARK FOR THIS STATION WAS FOUND IN GOOD CONDITION,
 SY5254'BUT AFTER A THOROUGH SEARCH THE STATION MARK COULD NOT BE FOUND.  IT
 SY5254'IS BELIEVED THE MARK HAS BEEN DESTROYED BY EROSION.
 SY5254
 SY5254                          STATION RECOVERY (1996)
 SY5254
 SY5254'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2498 ***********************************************************************
 TR2498  DESIGNATION -  FIELD 2
 TR2498  PID         -  TR2498
 TR2498  STATE/COUNTY-  WA/CLALLAM
 TR2498  USGS QUAD   -  DISQUE (1978)
 TR2498
 TR2498                         *CURRENT SURVEY CONTROL
 TR2498  ___________________________________________________________________
 TR2498* NAD 83(1991)-  48 07 29.73026(N)    123 46 45.28712(W)     ADJUSTED  
 TR2498* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 TR2498  ___________________________________________________________________
 TR2498  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 TR2498  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 TR2498
 TR2498  HORZ ORDER  -  THIRD
 TR2498
 TR2498.The horizontal coordinates were established by classical geodetic methods
 TR2498.and adjusted by the National Geodetic Survey in December 1991..
 TR2498.No horizontal observational check was made to the station.
 TR2498
 TR2498.The orthometric height was scaled from a topographic map.
 TR2498
 TR2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2498
 TR2498.The geoid height was determined by GEOID03.
 TR2498
 TR2498;                    North         East     Units Scale Factor Converg.
 TR2498;SPC WA N     -   129,268.624   280,757.684   MT  0.99994226   -2 11 35.9
 TR2498;SPC WA N     -   424,108.81    921,119.17   sFT  0.99994226   -2 11 35.9
 TR2498;UTM  10      - 5,330,478.905   442,012.388   MT  0.99964132   -0 34 48.9
 TR2498
 TR2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2498!SPC WA N     -   0.99997070  x   0.99994226  =   0.99991296
 TR2498!UTM  10      -   0.99997070  x   0.99964132  =   0.99961203
 TR2498
 TR2498:                Primary Azimuth Mark                     Grid Az
 TR2498:SPC WA N     -  FIELD 2 AZ MK                            066 14 28.6
 TR2498:UTM  10      -  FIELD 2 AZ MK                            064 37 41.6
 TR2498
 TR2498|---------------------------------------------------------------------|
 TR2498| PID    Reference Object                     Distance      Geod. Az  |
 TR2498|                                                           dddmmss.s |
 TR2498| CF8708 FIELD 2 AZ MK                                      0640252.7 |
 TR2498| CF8710 FIELD 2 RM 2                          9.979 METERS 06519     |
 TR2498| CF8709 FIELD 2 RM 1                          8.016 METERS 34708     |
 TR2498|---------------------------------------------------------------------|
 TR2498
 TR2498                          SUPERSEDED SURVEY CONTROL
 TR2498
 TR2498  NAD 83(1986)-  48 07 29.73003(N)    123 46 45.29084(W) AD(       ) 3
 TR2498  NAD 27      -  48 07 30.43900(N)    123 46 40.58700(W) AD(       ) 3
 TR2498
 TR2498.Superseded values are not recommended for survey control.
 TR2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2498.See file dsdata.txt to determine how the superseded data were derived.
 TR2498
 TR2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU4201230479(NAD 83)
 TR2498_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2498
 TR2498  HISTORY     - Date     Condition        Report By
 TR2498  HISTORY     - 1954     MONUMENTED       CGS
 TR2498  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR2498  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR2498  HISTORY     - 1962     SEE DESCRIPTION  BPA
 TR2498
 TR2498                          STATION DESCRIPTION
 TR2498
 TR2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR2498'TO REACH STATION, GO WEST FROM PORT ANGELES 16 MILES ON HIGHWAY 9A
 TR2498'TO JOYCE.  CONTINUE WEST FOR 0.5 MILES TO CRESCENT CONSOLIDATED
 TR2498'SCHOOL.  TURN LEFT ON BLACK TOP ROAD, AND PROCEED 1.9 MILES TO A
 TR2498'SMALL KNOLL SOUTH OF THE PRESENT ROAD, AND A DRY STREAMBED.
 TR2498'
 TR2498'STATION IS ON THE NORTH-FACING SLOPE OF THE KNOLL WHICH IS SOUTH
 TR2498'ACROSS THE PRESENT ROAD FROM THE SPEERS RANCH, AND JUST EAST OF THE
 TR2498'DRY STREAMBED.  IT IS ABOUT 80 FEET SOUTH OF THE PRESENT ROAD, 35
 TR2498'FEET NORTH OF THE CREST OF THE SMALL KNOLL, AND 100 FEET NORTH OF
 TR2498'THE CENTER-LINE OF THE PROPOSED SECTION OF ROAD WHICH WILL FORM
 TR2498'THE APPROACH TO THE NEW BRIDGE ACROSS THE DRY STREAMBED.  THE
 TR2498'ABOVE CONSTRUCTION IS CONTRACTED FOR AND SHOULD TAKE PLACE
 TR2498'DURING THE SUMMER, 1954.  THE STATION IS 3 FEET SOUTH OF A 4
 TR2498'IN X 4 IN WHITE WITNESS POST.  THE STATION IS MARKED WITH AN
 TR2498'UNDERGROUND DISK, AND A STANDARD DISK SET IN THE TOP OF A 10
 TR2498'IN X 10 IN X 36 IN CONCRETE POST WHICH PROJECTS 2 IN ABOVE
 TR2498'GROUND.  IT IS STAMPED FIELD 2 1954
 TR2498'
 TR2498'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A 10 IN X 10
 TR2498'IN X 36 IN CONCRETE PROJECTING 5 IN ABOVE GROUND.  IT IS ABOUT 25
 TR2498'FEET NORTH, DOWN THE SLOPE FROM THE STATION.  IT IS STAMPED FIELD
 TR2498'2 NO 1 1954
 TR2498'
 TR2498'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FIELD 2 NO 2 1954, AND
 TR2498'SET IN THE TOP OF A 10 IN X 10 IN X 36 IN CONCRETE POST PROJECTING
 TR2498'5 IN ABOVE THE GROUND.  IT IS ABOUT 32 FEET EAST OF THE STATION.
 TR2498'
 TR2498'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIELD 2 1954, AND SET
 TR2498'IN THE TOP OF A 10 IN X 10 IN X 36 IN CONCRETE POST PROJECTING 3
 TR2498'IN ABOVE THE GROUND.  IT IS 0.35 MILES EAST UP THE ROAD FROM THE
 TR2498'STATION.  IT IS 22 FEET NORTH OF THE CENTER-LINE OF THE ROAD,
 TR2498'1-1/2 FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST, AND 1/2 FT
 TR2498'SOUTH OF THE FENCE LINE.
 TR2498
 TR2498                          STATION RECOVERY (1954)
 TR2498
 TR2498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR2498'TO REACH STATION, GO W FROM PORT ANGELES FOR 16 MI. ON HIGHWAY 9A
 TR2498'TO JOYCE.  CONTINUE W FOR 0.5 MI. TO CRESCENT CONSOLIDATED
 TR2498'SCHOOL.  TURN LEFT ON A BLACK-TOP ROAD AND PROCEED 1.9 MI. TO A
 TR2498'SMALL KNOLL S OF THE PRESENT ROAD AND A DRY STREAMBED.
 TR2498'
 TR2498'STATION IS ON THE N-FACING SLOPE OF THE KNOLL WHICH IS S ACROSS
 TR2498'THE PRESENT ROAD FROM THE SPEERS RANCH, AND JUST E OF THE DRY
 TR2498'STREAMBED.  IT IS ABOUT 80 FT. S OF THE PRESENT ROAD, 35 FT. N
 TR2498'OF THE CREST OF THE SMALL KNOLL, AND 100 FT. N OF THE CENTERLINE
 TR2498'OF THE PROPOSED SECTION OF ROAD WHICH WILL FORM THE APPROACH TO
 TR2498'THE NEW BRIDGE ACROSS THE DRY STREAMBED.  THE ABOVE CONSTRUCTION
 TR2498'IS CONTRACTED FOR AND SHOULD TAKE PLACE DURING THE SUMMER OF
 TR2498'1954.  THE STATION IS 3 FT. S OF A 4- BY 4-IN. WHITE WITNESS POST.
 TR2498'THE STATION IS MARKED WITH AN UNDERGROUND DISK, AND A
 TR2498'STANDARD DISK SET IN THE TOP OF A 10- BY 10- BY 36-IN.
 TR2498'CONCRETE POST WHICH PROJECTS 2 IN. ABOVE GROUND (NOTES 1A
 TR2498'AND 7A).  IT IS STAMPED FIELD 2 1954.
 TR2498'
 TR2498'REFERENCE MARK 1 IS A STANDARD DISK, SET IN THE TOP OF A 10-
 TR2498'BY 10- BY 36-IN. CONCRETE POST PROJECTING 5 IN. ABOVE GROUND
 TR2498'(NOTE 11A).  IT IS ABOUT 25 FT. N DOWN THE SLOPE FROM THE
 TR2498'STATION.  IT IS STAMPED FIELD 2 NO 1 1954.
 TR2498'
 TR2498'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FIELD 2 NO 2 1954
 TR2498'AND SET IN THE TOP OF A 10- BY 10- BY 36-IN. CONCRETE POST
 TR2498'PROJECTING 5 IN. ABOVE THE GROUND (NOTE 11A).  IT IS ABOUT 32
 TR2498'FT. E OF THE STATION.
 TR2498'
 TR2498'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FIELD 2 1954 AND
 TR2498'SET IN THE TOP OF A 10- BY 10- BY 36-IN. CONCRETE POST PROJECTING
 TR2498'3 IN. ABOVE THE GROUND (NOTE 16A).  IT IS 0.35 MI. E UP THE
 TR2498'ROAD FROM THE STATION.  IT IS 22 FT. N OF THE CENTERLINE OF
 TR2498'THE ROAD, 1-1/2 FT. N OF A 4- BY 4-IN. WHITE WITNESS POST,
 TR2498'AND 1/2 FT. S OF THE FENCE LINE.
 TR2498
 TR2498                          STATION RECOVERY (1958)
 TR2498
 TR2498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HRS)
 TR2498'FOUND AS DESCRIBED EXCEPT NEW BRIDGE IS A FILL.
 TR2498
 TR2498                          STATION RECOVERY (1962)
 TR2498
 TR2498'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1962
 TR2498'FROM THE CRESCENT CONSOLIDATED SCHOOL GO SW ON THE PIEDMONT
 TR2498'ROAD 1.9 MILES TO LARGE CUT THROUGH A KNOLL.  THE STATION IS ON THE
 TR2498'RIGHT N. SIDE OF THE ROAD ON THE NORTH FACE OF THE KNOLL.  BRUSH
 TR2498'AND TREES HAVE GROWN SO THAT THE AZIMUTH MARK CANNOT BE OBSERVED
 TR2498'WITHOUT A CONSIDERABLE AMOUNT OF BRUSHING.  STATION LOOKOUT CAN BE
 TR2498'USED FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1462 ***********************************************************************
 SW1462  DESIGNATION -  FIESS
 SW1462  PID         -  SW1462
 SW1462  STATE/COUNTY-  WA/GRANT
 SW1462  USGS QUAD   -  WILSON CREEK (1986)
 SW1462
 SW1462                         *CURRENT SURVEY CONTROL
 SW1462  ___________________________________________________________________
 SW1462* NAD 83(1991)-  47 27 37.68591(N)    119 01 45.32354(W)     ADJUSTED  
 SW1462* NAVD 88     -       537.0    (meters)    1762.     (feet)  VERTCON   
 SW1462  ___________________________________________________________________
 SW1462  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 SW1462  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 SW1462
 SW1462  HORZ ORDER  -  SECOND
 SW1462
 SW1462.The horizontal coordinates were established by classical geodetic methods
 SW1462.and adjusted by the National Geodetic Survey in December 1991..
 SW1462
 SW1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1462
 SW1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1462
 SW1462.The geoid height was determined by GEOID03.
 SW1462
 SW1462;                    North         East     Units Scale Factor Converg.
 SW1462;SPC WA S     -   237,478.775   610,891.289   MT  1.00003158   +1 04 06.0
 SW1462;SPC WA S     -   779,128.28  2,004,232.50   sFT  1.00003158   +1 04 06.0
 SW1462;SPC WA N     -    52,790.357   636,016.157   MT  1.00000761   +1 20 35.4
 SW1462;SPC WA N     -   173,196.36  2,086,663.01   sFT  1.00000761   +1 20 35.4
 SW1462;UTM  11      - 5,258,332.325   347,057.749   MT  0.99988746   -1 29 43.7
 SW1462
 SW1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1462!SPC WA S     -   0.99991900  x   1.00003158  =   0.99995057
 SW1462!SPC WA N     -   0.99991900  x   1.00000761  =   0.99992661
 SW1462!UTM  11      -   0.99991900  x   0.99988746  =   0.99980647
 SW1462
 SW1462:                Primary Azimuth Mark                     Grid Az
 SW1462:SPC WA S     -  FIESS AZ MK                              088 23 17.5
 SW1462:SPC WA N     -  FIESS AZ MK                              088 06 48.1
 SW1462:UTM  11      -  FIESS AZ MK                              090 57 07.2
 SW1462
 SW1462|---------------------------------------------------------------------|
 SW1462| PID    Reference Object                     Distance      Geod. Az  |
 SW1462|                                                           dddmmss.s |
 SW1462| CF1441 FIESS AZ MK                                        0892723.5 |
 SW1462| CF1442 FIESS RM 1                            5.938 METERS 13719     |
 SW1462| SW1322 SEATTLE HELENA AIRWAY BCN 16        APPROX.11.3 KM 1602118.1 |
 SW1462| CF1443 FIESS RM 2                            6.023 METERS 27813     |
 SW1462|---------------------------------------------------------------------|
 SW1462
 SW1462                          SUPERSEDED SURVEY CONTROL
 SW1462
 SW1462  NAD 83(1986)-  47 27 37.69684(N)    119 01 45.31534(W) AD(       ) 2
 SW1462  NAD 27      -  47 27 38.17000(N)    119 01 41.27100(W) AD(       ) 2
 SW1462  NGVD 29 (07/19/86)  535.9    (m)         1758.     (f) VERT ANG       
 SW1462
 SW1462.Superseded values are not recommended for survey control.
 SW1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1462.See file dsdata.txt to determine how the superseded data were derived.
 SW1462
 SW1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN4705858332(NAD 83)
 SW1462_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1462
 SW1462  HISTORY     - Date     Condition        Report By
 SW1462  HISTORY     - 1950     MONUMENTED       CGS
 SW1462  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SW1462
 SW1462                          STATION DESCRIPTION
 SW1462
 SW1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1462'THE STATION IS LOCATED ON THE SOUTH EDGE OF A HIGH CULTIVATED HILL,
 SW1462'THE HIGHEST POINT IN THE VICINITY.  THERE IS CULTIVATED LAND TO THE
 SW1462'NORTH AND SAGE BRUSH LAND TO THE SOUTH OF THE STATION.  IT IS ABOUT
 SW1462'4 MILES AIRLINE NORTH OF MARLIN, ABOUT 18 MILES AIRLINE SOUTH OF
 SW1462'ALMIRA, AND ABOUT 17 MILES AIRLINE NORTHWEST OF ODESSA.
 SW1462'
 SW1462'THE STATION IS 12 FEET SOUTHWEST OF THE EDGE OF THE CULTIVATED FIELD.
 SW1462'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 SW1462'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  THE DISK IS
 SW1462'STAMPED--FIESS 1950.
 SW1462'
 SW1462'REFERENCE MARK NUMBER ONE IS 8 FEET SOUTH OF THE EDGE OF THE
 SW1462'CULTIVATED FIELD AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SW1462'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 SW1462'POST PROJECTING 1 INCH ABOVE THE GROUND.  THE DISK IS STAMPED--FIESS
 SW1462'NO 1 1950.
 SW1462'
 SW1462'REFERENCE MARK NUMBER TWO IS 18 FEET SOUTHWEST OF THE EDGE OF THE
 SW1462'CULTIVATED FIELD AND IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT
 SW1462'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 SW1462'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  THE DISK IS
 SW1462'STAMPED--FIESS NO 2 1950.
 SW1462'
 SW1462'THE AZIMUTH MARK IS 5 FEET SOUTH OF THE EDGE OF THE CULTIVATED FIELD
 SW1462'AND 2-1/2 FEET WEST OF A 2 BY 2 INCH STAKE.  IT IS A STANDARD DISK
 SW1462'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 SW1462'INCHES ABOVE THE GROUND.  THE DISK IS STAMPED.  FIESS 1950.  TO
 SW1462'REACH THE MARK FROM THE STATION GO EAST FOR 0.3 MILE TO THE MARK
 SW1462'IN THE EDGE OF THE SAGE BRUSH.
 SW1462'
 SW1462'TO REACH THE STATION FROM THE POST OFFICE IN MARLIN GO NORTH ON THE
 SW1462'PAVED ROAD FOR 3.8 MILES TO A FORK.  KEEP THE LEFT FORK, STRAIGHT
 SW1462'AHEAD, FOR 0.8 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.9 MILE
 SW1462'TO MR. THOMAS FIESS FARM YARD.  FROM THE HOUSE FOLLOW THE FIELD ROADS
 SW1462'WESTERLY FOR 1.7 MILES TO THE SOUTH EDGE OF A LARGE WHEAT FIELD.
 SW1462'THE STATION IS ON THE HIGHEST POINT IN THE VICINITY.
 SW1462'
 SW1462'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
 SW1462
 SW1462                          STATION RECOVERY (1966)
 SW1462
 SW1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SW1462'THE FIELDS ARE NOW IN CROP AND DRIVING THROUGH THEM NOT PERMITTED,
 SW1462'BUT MR. FIESS SAYS THE MARKS HAVE NOT BEEN DISTURBED.  HE SAYS THE
 SW1462'STATION IS NEAR THE EAST-WEST QUARTER-SECTION LINE IN SECTION 27, T
 SW1462'23N, R 30E., 0.3 TO 0.4 MILE EAST OF THE WEST SIDE OF THE SECTION.
 SW1462'I LEFT TWO METAL WITNESS POSTS WITH HIM, WHICH HE WILL SET BY THE
 SW1462'STATION MARK AND THE AZIMUTH MARK.  DIRECTIONS TO REACH THE FIESS
 SW1462'FARM BUILDINGS FOLLOW--
 SW1462'
 SW1462'FROM THE POST OFFICE IN MARLIN, GO NORTH ON THE BLACKTOP ROAD FOR
 SW1462'3.8 MILES TO A Y WHERE THE BLACKTOP ROAD GOES RIGHT, CONTINUE
 SW1462'STRAIGHT AHEAD, NORTH, ON GRAVEL ROAD FOR 0.7 MILE TO A Y, KEEP
 SW1462'RIGHT FORK 0.4 MILE TO A REVERSE Y, TURN SHARP LEFT AND GO WESTERLY
 SW1462'ON THE GRAVEL ROAD FOR 1.0 MILE TO THE FARM BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2292 ***********************************************************************
 SY2292  DESIGNATION -  FIFE
 SY2292  PID         -  SY2292
 SY2292  STATE/COUNTY-  WA/PIERCE
 SY2292  USGS QUAD   -  PUYALLUP (1994)
 SY2292
 SY2292                         *CURRENT SURVEY CONTROL
 SY2292  ___________________________________________________________________
 SY2292* NAD 83(1991)-  47 14 52.01911(N)    122 20 26.66312(W)     ADJUSTED  
 SY2292* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 SY2292  ___________________________________________________________________
 SY2292  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 SY2292  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY2292
 SY2292  HORZ ORDER  -  SECOND
 SY2292
 SY2292.The horizontal coordinates were established by classical geodetic methods
 SY2292.and adjusted by the National Geodetic Survey in December 1991..
 SY2292
 SY2292.The orthometric height was scaled from a topographic map.
 SY2292
 SY2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2292
 SY2292.The geoid height was determined by GEOID03.
 SY2292
 SY2292;                    North         East     Units Scale Factor Converg.
 SY2292;SPC WA S     -   214,424.813   360,664.468   MT  0.99998155   -1 20 13.6
 SY2292;SPC WA S     -   703,492.07  1,183,280.01   sFT  0.99998155   -1 20 13.6
 SY2292;SPC WA N     -    28,667.057   385,884.646   MT  1.00005658   -1 07 20.3
 SY2292;SPC WA N     -    94,051.84  1,266,023.21   sFT  1.00005658   -1 07 20.3
 SY2292;UTM  10      - 5,232,910.702   549,888.370   MT  0.99963059   +0 29 02.8
 SY2292
 SY2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2292!SPC WA S     -   0.99999460  x   0.99998155  =   0.99997615
 SY2292!SPC WA N     -   0.99999460  x   1.00005658  =   1.00005118
 SY2292!UTM  10      -   0.99999460  x   0.99963059  =   0.99962519
 SY2292
 SY2292|---------------------------------------------------------------------|
 SY2292| PID    Reference Object                     Distance      Geod. Az  |
 SY2292|                                                           dddmmss.s |
 SY2292| CE4019 FIFE RM 2                            33.755 METERS 03000     |
 SY2292| CE4017 FIFE AZ MK 2                                       1065405.1 |
 SY2292| CE4016 FIFE AZ MK                                         1073700.0 |
 SY2292| SY2309 TACOMA RADIO STA KTAC CEN MAST      APPROX. 4.2 KM 2452233.2 |
 SY2292| SY2327 TACOMA INDIAN HOSPITAL TANK         APPROX. 4.7 KM 2535712.1 |
 SY2292| SY2305 TACOMA HOLY ROSARY CH SPIRE         APPROX. 7.7 KM 2575939.3 |
 SY2292| SY2296 FIFE RADIO STATION KMO MAST         APPROX. 2.2 KM 2580241.5 |
 SY2292| CE4018 FIFE RM 1                            29.844 METERS 34651     |
 SY2292|---------------------------------------------------------------------|
 SY2292
 SY2292                          SUPERSEDED SURVEY CONTROL
 SY2292
 SY2292  NAD 83(1986)-  47 14 52.01350(N)    122 20 26.67570(W) AD(       ) 2
 SY2292  NAD 27      -  47 14 52.65400(N)    122 20 22.23200(W) AD(       ) 2
 SY2292
 SY2292.Superseded values are not recommended for survey control.
 SY2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2292.See file dsdata.txt to determine how the superseded data were derived.
 SY2292
 SY2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4988832911(NAD 83)
 SY2292_MARKER: DS = TRIANGULATION STATION DISK
 SY2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2292
 SY2292  HISTORY     - Date     Condition        Report By
 SY2292  HISTORY     - 1955     MONUMENTED       CGS
 SY2292  HISTORY     - 1960     GOOD             CGS
 SY2292  HISTORY     - 1964     GOOD             CGS
 SY2292  HISTORY     - 1965     GOOD             WAWHI
 SY2292  HISTORY     - 1973     GOOD             NGS
 SY2292  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY2292
 SY2292                          STATION DESCRIPTION
 SY2292
 SY2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2292'THE STATION IS ON THE SOUTH END OF A LOW RIDGE KNOWN AS FIFE
 SY2292'HEIGHTS, ABOUT 3/4 MILE NORTHEAST OF THE FIFE BUSINESS DISTRICT,
 SY2292'0.3 MILE NORTH OF U.S. HIGHWAY NO. 99 AND JUST EAST OF THE
 SY2292'RESIDENCE OF MR. LESTER O. GEPPERT.  IT IS 127.0 FEET SOUTH OF THE
 SY2292'CENTER OF FIFE HEIGHTS ROAD, 39.5 FEET EAST-SOUTHEAST OF THE
 SY2292'SOUTHEAST CORNER OF THE L. O. GEPPERT RESIDENCE AND DIRECTLY
 SY2292'UNDER A NORTH-SOUTH FENCE AND JUST NORTH OF THE EIGHTH
 SY2292'POST SOUTH OF THE NORTHEAST CORNER OF THE YARD.  IT IS SET
 SY2292'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FIFE
 SY2292'1955.
 SY2292'
 SY2292'REFERENCE MARK NO. 1 IS 29.0 FEET WEST OF THE NORTHEAST CORNER
 SY2292'OF THE YARD AND 26.0 FEET SOUTH OF THE CENTER OF FIFE HEIGHTS
 SY2292'ROAD.  IT IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN
 SY2292'THE RETAINING WALL AT THE NORTH EDGE OF THE L.O. GEPPERT YARD,
 SY2292'IS SET FLUSH WITH THE TOP OF THE CONCRETE WALL AND THE DISK IS
 SY2292'STAMPED FIFE NO 1 1955.
 SY2292'
 SY2292'REFERENCE MARK NO. 2 IS 57.0 FEET EAST OF THE NORTHEAST CORNER
 SY2292'OF THE YARD AND 25.0 FEET SOUTH OF THE CENTER OF FIFE HEIGHTS
 SY2292'ROAD.  IT PROJECTS 5 INCHES AND THE DISK IS STAMPED FIFE NO 2 1955.
 SY2292'
 SY2292'THE AZIMUTH MARK IS ABOUT 0.05 MILE SOUTH OF U.S. HIGHWAY NO. 99,
 SY2292'26.0 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 22.0 FEET
 SY2292'NORTHEAST OF A FLOWING WELL AND STOCK TANK AND 3.0 FEET SOUTHWEST
 SY2292'OF THE NORTHWEST CORNER OF A BARN LOT.  IT PROJECTS 4 INCHES
 SY2292'AND THE DISK IS STAMPED FIFE 1955.
 SY2292'
 SY2292'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN STREET
 SY2292'INTERSECTION AND JUST EAST OF RURAL POST OFFICE IN FIFE, GO
 SY2292'EAST ON U.S. HIGHWAY NO. 99 FOR 0.45 MILE TO A T ROAD LEFT, TURN
 SY2292'LEFT AND GO NORTHERLY FOR 0.2 MILE TO A T-ROAD RIGHT, (ANDERSON
 SY2292'DRIVE), TURN RIGHT AND GO EASTERLY FOR 0.55 MILE TO A CROSS
 SY2292'STREET, (FIFE HEIGHTS ROAD), TURN LEFT AND GO NORTH,
 SY2292'NORTHWESTERLY AND WEST ON A SHARP CURVE FOR 0.1 MILE TO THE CREST
 SY2292'OF THE RIDGE AND THE RESIDENCE OF LESTER O. GEPPERT ON THE LEFT
 SY2292'AND THE THE STATION AS DESCRIBED.
 SY2292'
 SY2292'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON FIFE
 SY2292'HEIGHTS ROAD FOR 0.2 MILE TO A CROSSROAD, TURN RIGHT AND GO
 SY2292'SOUTHERLY FOR 0.2 MILE TO U.S. HIGHWAY NO. 99.  HERE TURN LEFT
 SY2292'AND GO EASTERLY ON U.S. HIGHWAY NO. 99 FOR 0.05 MILE TO A
 SY2292'SIDEROAD RIGHT, TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR
 SY2292'0.05 MILE TO AN OLD BARN AND LOT ON THE RIGHT AND THE MARK AS
 SY2292'DESCRIBED.
 SY2292'
 SY2292'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 SY2292
 SY2292                          STATION RECOVERY (1960)
 SY2292
 SY2292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GCM)
 SY2292'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 SY2292'
 SY2292'A NEW AZIMUTH MARK WAS SET 97 FEET EAST OF THE OLD MARK AND ONE
 SY2292'FOOT EAST OF A BOARD FENCE.  THE MARK IS A STANDARD DISK SET IN A
 SY2292'CONCRETE MONUMENT 8 INCHES SQUARE AT THE TOP AND 2 FEET DEEP.  THE
 SY2292'MONUMENT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 SY2292'
 SY2292'THE AREA BETWEEN THE AZIMUTH MARK AND U.S. HIGHWAY NO. 99 WILL SOON
 SY2292'BE TORN UP BY NEW HIGHWAY CONSTRUCTION AND AFTER THAT TIME A NEW
 SY2292'DESCRIPTION FOR THIS MARK SHOULD BE WRITTEN.
 SY2292
 SY2292                          STATION RECOVERY (1964)
 SY2292
 SY2292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY2292'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED
 SY2292'AS PREVIOUSLY DESCRIBED.  THERE IS A BUSH IN THE YARD BETWEEN
 SY2292'THE STATION MARK AND REFERENCE MARK NO. 1, SO IT WAS NOT INCLUDED
 SY2292'IN THE PRESENT OBSERVATIONS.  THE AZIMUTH MARK OR THE RESET
 SY2292'AZIMUTH MARK COULD NEITHER ONE BE FOUND, SO LOCAL PROMINENT
 SY2292'OBJECTS WERE OBSERVED TO SERVE AS AN AZIMUTH MARK.  THE STATION
 SY2292'MARK IS IN A FENCE LINE, AND IF EXTENSIVE OBSERVATIONS WERE TO
 SY2292'BE MADE FROM IT, EITHER THE FENCE SHOULD BE TEMPORARILY TAKEN
 SY2292'DOWN OR A PLATFORM BUILT OVER IT.
 SY2292'
 SY2292'THE MILTON STANDPIPE IS A TALL, SILVER COLORED STANDPIPE WITH
 SY2292'THE LETTERS MILTON PAINTED IN BLACK NEAR THE TOP OF THE SOUTHWEST
 SY2292'SIDE.  POINT OBSERVED UPON WAS THE CENTER OF THE VENTILATOR ON
 SY2292'THE TOP-CENTER OF THE STANDPIPE.
 SY2292'
 SY2292'THE MILTON, METHODIST CHURCH, SPIRE IS THE SPIRE ON THE SOUTH
 SY2292'END OF A LOW, RED BRICK CHURCH LOCATED ON THE WEST SIDE OF 2ND
 SY2292'AVE. BETWEEN 1ST AND 2ND ST.  POINT OBSERVED UPON WAS THE
 SY2292'CROSS ATOP THE SPIRE.
 SY2292
 SY2292                          STATION RECOVERY (1965)
 SY2292
 SY2292'RECOVERY NOTE BY WALKER AND WHITEFORD INCORPORATED 1965
 SY2292'THE STATION WAS RECOVERED IN GOOD CONDITION.
 SY2292'
 SY2292'REFERENCE MARK NO. 1 IN GOOD CONDITION.
 SY2292'
 SY2292'REFERENCE MARK NO. 2 IN GOOD CONDITION.
 SY2292'
 SY2292'ADDITIONAL DESCRIPTION--MARK IS NOW JUST E OF NEW CYCLONE FENCE
 SY2292'AND JUST UNDER SOD LINE SO THAT IT IS FAIRLY DIFFICULT TO OCCUPY.
 SY2292
 SY2292                          STATION RECOVERY (1973)
 SY2292
 SY2292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SY2292'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY BOB
 SY2292'ENGDAHL IN 1955.  THE STATION IS ALONG THE EAST SIDE OF THE
 SY2292'NORTH-SOUTH FENCE.  THE AZIMUTH MARK (1960) WAS NOT RECOVERED AFTER
 SY2292'AN EXTENSIVE SEARCH.
 SY2292'
 SY2292'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3/4 MILE NE OF
 SY2292'FIFE.
 SY2292
 SY2292                          STATION RECOVERY (1988)
 SY2292
 SY2292'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2540 ***********************************************************************
 SY2540  DESIGNATION -  FIFE FAA FLIGHT SERV E TWR
 SY2540  PID         -  SY2540
 SY2540  STATE/COUNTY-  WA/PIERCE
 SY2540  USGS QUAD   -  POVERTY BAY (1994)
 SY2540
 SY2540                         *CURRENT SURVEY CONTROL
 SY2540  ___________________________________________________________________
 SY2540* NAD 83(1991)-  47 15 48.31018(N)    122 20 53.33587(W)     ADJUSTED  
 SY2540* NAVD 88     -                                                        
 SY2540  ___________________________________________________________________
 SY2540  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 SY2540  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 SY2540
 SY2540  HORZ ORDER  -  THIRD
 SY2540
 SY2540.The horizontal coordinates were established by classical geodetic methods
 SY2540.and adjusted by the National Geodetic Survey in December 1991..
 SY2540
 SY2540
 SY2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2540
 SY2540.The geoid height was determined by GEOID03.
 SY2540
 SY2540;                    North         East     Units Scale Factor Converg.
 SY2540;SPC WA S     -   216,175.812   360,144.464   MT  0.99998475   -1 20 33.0
 SY2540;SPC WA S     -   709,236.81  1,181,573.96   sFT  0.99998475   -1 20 33.0
 SY2540;SPC WA N     -    30,416.219   385,358.045   MT  1.00005252   -1 07 40.1
 SY2540;SPC WA N     -    99,790.55  1,264,295.52   sFT  1.00005252   -1 07 40.1
 SY2540;UTM  10      - 5,234,643.678   549,313.183   MT  0.99962989   +0 28 43.6
 SY2540
 SY2540                          SUPERSEDED SURVEY CONTROL
 SY2540
 SY2540  NAD 83(1986)-  47 15 48.30424(N)    122 20 53.34839(W) AD(       ) 4
 SY2540  NAD 27      -  47 15 48.94370(N)    122 20 48.90850(W) AD(       ) 3
 SY2540
 SY2540.Superseded values are not recommended for survey control.
 SY2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2540.See file dsdata.txt to determine how the superseded data were derived.
 SY2540
 SY2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4931334644(NAD 83)
 SY2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY2540+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2003
 SY2540
 SY2540  HISTORY     - Date     Condition        Report By
 SY2540  HISTORY     - 1973     MONUMENTED       NGS
 SY2540  HISTORY     - 20030818 GOOD             USPSQD
 SY2540
 SY2540                          STATION DESCRIPTION
 SY2540
 SY2540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2540'THE POINT INTERSECTED IS THE LIGHT ON TOP OF THE EASTERLY ONE OF
 SY2540'TWO GUYED STEEL STRUCTURES BELONGING TO THE FEDERAL AVIATION
 SY2540'ADMINISTRATION.  THE STRUCTURE IS ABOUT 5 MILES WEST-SOUTHWEST
 SY2540'OF ALGONA, 2 MILES NORTH OF FIFE, 1/4 MILE SOUTHWEST OF THE
 SY2540'KING-PIERCE COUNTY LINE AND IN THE FIFE HEIGHTS AREA.  THE
 SY2540'STRUCTURE IS PAINTED RED AND WHITE, HAS TWO REFLECTORS ON TOP
 SY2540'AND IS APPROXIMATELY 145 FEET HIGH.
 SY2540'
 SY2540'TO REACH FROM FIFE HEIGHTS DR. NE AND 56TH ST. NE IN FIFE
 SY2540'HEIGHTS, GO WEST ON 56TH ST. NE FOR 0.1 MILE TO THE TOWERS ON THE
 SY2540'RIGHT.
 SY2540
 SY2540                          STATION RECOVERY (2003)
 SY2540
 SY2540'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 SY2540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2541 ***********************************************************************
 SY2541  DESIGNATION -  FIFE FAA FLIGHT SERV W TWR
 SY2541  PID         -  SY2541
 SY2541  STATE/COUNTY-  WA/PIERCE
 SY2541  USGS QUAD   -  POVERTY BAY (1994)
 SY2541
 SY2541                         *CURRENT SURVEY CONTROL
 SY2541  ___________________________________________________________________
 SY2541* NAD 83(1991)-  47 15 48.44919(N)    122 20 53.54077(W)     ADJUSTED  
 SY2541* NAVD 88     -                                                        
 SY2541  ___________________________________________________________________
 SY2541  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 SY2541  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 SY2541
 SY2541  HORZ ORDER  -  THIRD
 SY2541
 SY2541.The horizontal coordinates were established by classical geodetic methods
 SY2541.and adjusted by the National Geodetic Survey in December 1991..
 SY2541
 SY2541
 SY2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2541
 SY2541.The geoid height was determined by GEOID03.
 SY2541
 SY2541;                    North         East     Units Scale Factor Converg.
 SY2541;SPC WA S     -   216,180.204   360,140.258   MT  0.99998476   -1 20 33.1
 SY2541;SPC WA S     -   709,251.22  1,181,560.16   sFT  0.99998476   -1 20 33.1
 SY2541;SPC WA N     -    30,420.596   385,353.822   MT  1.00005251   -1 07 40.3
 SY2541;SPC WA N     -    99,804.91  1,264,281.66   sFT  1.00005251   -1 07 40.3
 SY2541;UTM  10      - 5,234,647.933   549,308.841   MT  0.99962988   +0 28 43.5
 SY2541
 SY2541                          SUPERSEDED SURVEY CONTROL
 SY2541
 SY2541  NAD 83(1986)-  47 15 48.44325(N)    122 20 53.55332(W) AD(       ) 4
 SY2541  NAD 27      -  47 15 49.08291(N)    122 20 49.11345(W) AD(       ) 3
 SY2541
 SY2541.Superseded values are not recommended for survey control.
 SY2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2541.See file dsdata.txt to determine how the superseded data were derived.
 SY2541
 SY2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4930934648(NAD 83)
 SY2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY2541+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2003
 SY2541
 SY2541  HISTORY     - Date     Condition        Report By
 SY2541  HISTORY     - 1973     MONUMENTED       NGS
 SY2541  HISTORY     - 20030818 GOOD             USPSQD
 SY2541
 SY2541                          STATION DESCRIPTION
 SY2541
 SY2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 SY2541'THE POINT INTERSECTED WAS THE LIGHT ON TOP THE WESTERLY ONE OF TWO
 SY2541'GUYED STEEL STRUCTURES BELONGING TO FEDERAL AVIATION
 SY2541'ADMINISTRATION.  THE STRUCTURE IS ABOUT 5 MILES WEST-SOUTHWEST OF
 SY2541'ALGONA, 2 MILES NORTH OF FIFE, 1/4 MILE SOUTHWEST OF THE
 SY2541'KING-PIERCE COUNTY LINE AND IN THE FIFE HEIGHTS AREA.  THE
 SY2541'STRUCTURE IS PAINTED RED AND WHITE, HAS ONE REFLECTOR ON TOP AND
 SY2541'IS APPROXIMATELY 145 FEET HIGH.
 SY2541'
 SY2541'TO REACH FROM FIFE HEIGHTS DRIVE NE AND 56TH ST. NE IN FIFE
 SY2541'HEIGHTS, GO WEST ON 56TH ST. NE FOR 0.1 MILE TO THE TOWERS ON
 SY2541'THE RIGHT.
 SY2541
 SY2541                          STATION RECOVERY (2003)
 SY2541
 SY2541'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 SY2541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2296 ***********************************************************************
 SY2296  DESIGNATION -  FIFE RADIO STATION KMO MAST
 SY2296  PID         -  SY2296
 SY2296  STATE/COUNTY-  WA/PIERCE
 SY2296  USGS QUAD   -  PUYALLUP (1994)
 SY2296
 SY2296                         *CURRENT SURVEY CONTROL
 SY2296  ___________________________________________________________________
 SY2296* NAD 83(1991)-  47 14 37.50835(N)    122 22 07.21347(W)     ADJUSTED  
 SY2296* NAVD 88     -                                                        
 SY2296  ___________________________________________________________________
 SY2296  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 SY2296  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY2296
 SY2296  HORZ ORDER  -  THIRD
 SY2296
 SY2296.The horizontal coordinates were established by classical geodetic methods
 SY2296.and adjusted by the National Geodetic Survey in December 1991..
 SY2296
 SY2296
 SY2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2296
 SY2296.The geoid height was determined by GEOID03.
 SY2296
 SY2296;                    North         East     Units Scale Factor Converg.
 SY2296;SPC WA S     -   214,026.538   358,540.024   MT  0.99998074   -1 21 26.6
 SY2296;SPC WA S     -   702,185.40  1,176,310.06   sFT  0.99998074   -1 21 26.6
 SY2296;SPC WA N     -    28,260.798   383,761.546   MT  1.00005764   -1 08 35.1
 SY2296;SPC WA N     -    92,718.97  1,259,057.67   sFT  1.00005764   -1 08 35.1
 SY2296;UTM  10      - 5,232,445.280   547,778.398   MT  0.99962805   +0 27 48.8
 SY2296
 SY2296                          SUPERSEDED SURVEY CONTROL
 SY2296
 SY2296  NAD 83(1986)-  47 14 37.50279(N)    122 22 07.22637(W) AD(       ) 4
 SY2296  NAD 27      -  47 14 38.14400(N)    122 22 02.78500(W) AD(       ) 3
 SY2296
 SY2296.Superseded values are not recommended for survey control.
 SY2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2296.See file dsdata.txt to determine how the superseded data were derived.
 SY2296
 SY2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4777832445(NAD 83)
 SY2296_MARKER: 42 = RADIO/TV MAST
 SY2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY2296+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 SY2296
 SY2296  HISTORY     - Date     Condition        Report By
 SY2296  HISTORY     - 1955     FIRST OBSERVED   CGS
 SY2296  HISTORY     - 1963     GOOD             CGS
 SY2296  HISTORY     - 1973     GOOD             NGS
 SY2296  HISTORY     - 1988     GOOD             USPSQD
 SY2296  HISTORY     - 20041120 GOOD             USPSQD
 SY2296
 SY2296                          STATION DESCRIPTION
 SY2296
 SY2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 SY2296'THE STATION IS 0.5 MILE SOUTH OF FIFE AND 200 FEET NORTHWEST OF THE
 SY2296'CENTER OF U.S. HIGHWAY 99.  IT IS A 4-LEGGED STEEL STRUCTURE
 SY2296'PAINTED ALTERNATELY RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF
 SY2296'250 FEET.  THE RED FLASHER LIGHT AT THE TOP WAS THE POINT
 SY2296'OBSERVED UPON.
 SY2296
 SY2296                          STATION RECOVERY (1963)
 SY2296
 SY2296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY2296'THE MAST WAS RECOVERED AND IT IS IN THE SAME LOCATION AND THE
 SY2296'SAME HEIGHT IT WAS IN 1955, ACCORDING TO EMPLOYEES.  THE 1955
 SY2296'DESCRIPTION SAYS IT IS SOUTH OF FIFE AND NORTHWEST OF HIGHWAY
 SY2296'99.  THE MAST IS ACTUALLY 0.5 MILE WEST OF THE MAIN INTERSECTION
 SY2296'IN FIFE AND 85 YARDS NORTH OF PACIFIC HIGHWAY (WHICH WAS HIGHWAY
 SY2296'99 IN 1955).
 SY2296
 SY2296                          STATION RECOVERY (1973)
 SY2296
 SY2296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RBM)
 SY2296'RECOVERED IN GOOD CONDITION AS DESCRIBED BY M.E.W. IN 1963.
 SY2296'
 SY2296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2296'AT FIFE.
 SY2296
 SY2296                          STATION RECOVERY (1988)
 SY2296
 SY2296'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2296'RECOVERED IN GOOD CONDITION.
 SY2296
 SY2296                          STATION RECOVERY (2004)
 SY2296
 SY2296'RECOVERY NOTE BY US POWER SQUADRON 2004 (BKK)
 SY2296'RECOVERED IN GOOD CONDITION.  NOW BEING USED AS A CELLULAR TELEPHONE
 SY2296'ANTENNA SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2433 ***********************************************************************
 SA2433  DESIGNATION -  FILEY
 SA2433  PID         -  SA2433
 SA2433  STATE/COUNTY-  WA/KITTITAS
 SA2433  USGS QUAD   -  BEVERLY (1965)
 SA2433
 SA2433                         *CURRENT SURVEY CONTROL
 SA2433  ___________________________________________________________________
 SA2433* NAD 83(1991)-  46 49 44.79661(N)    119 58 15.18332(W)     ADJUSTED  
 SA2433* NAVD 88     -       705.9    (meters)    2316.     (feet)  VERTCON   
 SA2433  ___________________________________________________________________
 SA2433  LAPLACE CORR-          -8.43  (seconds)                    DEFLEC99
 SA2433  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SA2433
 SA2433  HORZ ORDER  -  SECOND
 SA2433
 SA2433.The horizontal coordinates were established by classical geodetic methods
 SA2433.and adjusted by the National Geodetic Survey in December 1991..
 SA2433
 SA2433.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2433
 SA2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2433
 SA2433.The geoid height was determined by GEOID03.
 SA2433
 SA2433;                    North         East     Units Scale Factor Converg.
 SA2433;SPC WA S     -   166,392.185   540,367.171   MT  0.99992365   +0 23 03.7
 SA2433;SPC WA S     -   545,905.03  1,772,854.63   sFT  0.99992365   +0 23 03.7
 SA2433;UTM  11      - 5,190,460.029   273,424.046   MT  1.00023102   -2 10 03.5
 SA2433;UTM  10      - 5,190,629.765   731,016.748   MT  1.00025600   +2 12 36.6
 SA2433
 SA2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2433!SPC WA S     -   0.99989264  x   0.99992365  =   0.99981630
 SA2433!UTM  11      -   0.99989264  x   1.00023102  =   1.00012363
 SA2433!UTM  10      -   0.99989264  x   1.00025600  =   1.00014861
 SA2433
 SA2433|---------------------------------------------------------------------|
 SA2433| PID    Reference Object                     Distance      Geod. Az  |
 SA2433|                                                           dddmmss.s |
 SA2433| CF5285 FILEY RM 1                            9.594 METERS 19856     |
 SA2433| CF5286 FILEY RM 2                            7.695 METERS 25302     |
 SA2433| CF5284 FILEY AZ MK                                        3042945.3 |
 SA2433|---------------------------------------------------------------------|
 SA2433
 SA2433                          SUPERSEDED SURVEY CONTROL
 SA2433
 SA2433  NAD 83(1986)-  46 49 44.80503(N)    119 58 15.17040(W) AD(       ) 2
 SA2433  NAD 27      -  46 49 45.32400(N)    119 58 10.99000(W) AD(       ) 2
 SA2433  NGVD 29 (07/19/86)  704.8    (m)         2312.     (f) VERT ANG       
 SA2433
 SA2433.Superseded values are not recommended for survey control.
 SA2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2433.See file dsdata.txt to determine how the superseded data were derived.
 SA2433
 SA2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM7342490460(NAD 83)
 SA2433_MARKER: DS = TRIANGULATION STATION DISK
 SA2433_SETTING: 66 = SET IN ROCK OUTCROP
 SA2433
 SA2433  HISTORY     - Date     Condition        Report By
 SA2433  HISTORY     - 1948     MONUMENTED       CGS
 SA2433
 SA2433                          STATION DESCRIPTION
 SA2433
 SA2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SA2433'THE STATION IS ON A HIGH PROMINENT ROCKY POINT THAT OVERLOOKS
 SA2433'THE COLUMBIA RIVER AND THE TOWN OF BEVERLY ABOUT 2 MILES TO THE
 SA2433'NORTHEAST AND THE DORIS POWER PLANT ABOUT 2-1/2 MILES TO THE
 SA2433'NORTHWEST.  IT IS ABOUT 9 MILES SOUTH OF THE VILLAGE OF VANTAGE
 SA2433'AND ABOUT 28 MILES NORTHEAST OF THE TOWN OF YAKIMA.
 SA2433'
 SA2433'THE STATION MARK, STAMPED FILEY 1948, IS A STANDARD STATION
 SA2433'MARK DISK THAT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 SA2433'IS FLUSH WITH THE GENERAL SURFACE OF THE GROUND.  THE MARK IS ON
 SA2433'THE HIGHEST POINT OF THE WESTERNMOST OF 2 HIGH PEAKS AND IS ABOUT
 SA2433'3 METERS WEST OF A LARGE ROCK PILE.
 SA2433'
 SA2433'REFERENCE MARK NUMBER 1, STAMPED FILEY NO 1 1948, IS A STANDARD
 SA2433'REFERENCE MARK DISK THAT IS SET IN A DRILL HOLE IN OUTCROPPING
 SA2433'BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 SA2433'
 SA2433'REFERENCE MARK NUMBER 2, STAMPED FILEY NO 2 1948, IS A STANDARD
 SA2433'REFERENCE MARK DISK THAT IS SET IN A DRILL HOLE IN OUTCROPPING
 SA2433'BEDROCK THAT IS FLUSH WITH THE GENERAL SURFACE OF THE GROUND.
 SA2433'
 SA2433'THE AZIMUTH MARK IS ON THE PROMINENT ROUND-TOPPED PEAK TO THE
 SA2433'NORTHWEST OF THE STATION AND IS ON THE SAME RIDGE AS THE
 SA2433'STATION.  THE MARK IS A STANDARD AZIMUTH MARK DISK THAT IS SET
 SA2433'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED FILEY
 SA2433'1948.  IT IS MARKED BY A CAIRN 8 FEET TO THE SOUTHEAST.
 SA2433'
 SA2433'TO REACH THE STATION FROM THE WEST SIDE OF THE BRIDGE IN THE
 SA2433'VILLAGE OF VANTAGE, GO WESTERLY UP THE HILL ON U.S. HIGHWAY 10
 SA2433'FOR 1.4 MILES TO A ROAD TO THE LEFT.  TURN LEFT, CROSS A SMALL
 SA2433'BRIDGE, THEN BEAR LEFT AGAIN AND FOLLOW THE MAIN TRAVELED ROAD
 SA2433'FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK FOR 4.8 MILES TO
 SA2433'A CATTLE GUARD AND A FORK.  TAKE THE RIGHT FORK UP THE HILL FOR
 SA2433'1.6 MILES TO A RAILROAD TRESTLE.  PASS UNDER THE RAILROAD AND
 SA2433'BEAR WEST TO THE DORIS RAILROAD SIDING.  FROM HERE THE STATION
 SA2433'IS BEST REACHED BY GOING SOUTH UP THE SECONDARY RIDGE TO THE
 SA2433'TOP OR RIM OF THE MAIN RIDGE, A DISTANCE OF ABOUT 2-1/2 MILES.
 SA2433'BEAR LEFT, SOUTHEAST, ALONG THE RIM OF THE MAIN RIDGE FOR ABOUT
 SA2433'2-1/2 MILES TO THE FIRST HIGH POINT AND THE STATION.  A JEEP
 SA2433'CAN BE DRIVEN FROM DORIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2676 ***********************************************************************
 SY2676  DESIGNATION -  FILL
 SY2676  PID         -  SY2676
 SY2676  STATE/COUNTY-  WA/PIERCE
 SY2676  USGS QUAD   -  TACOMA NORTH (1994)
 SY2676
 SY2676                         *CURRENT SURVEY CONTROL
 SY2676  ___________________________________________________________________
 SY2676* NAD 83(1991)-  47 17 30.35511(N)    122 24 38.72808(W)     ADJUSTED  
 SY2676* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY2676  ___________________________________________________________________
 SY2676  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 SY2676  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2676
 SY2676  HORZ ORDER  -  SECOND
 SY2676
 SY2676.The horizontal coordinates were established by classical geodetic methods
 SY2676.and adjusted by the National Geodetic Survey in December 1991..
 SY2676
 SY2676.The orthometric height was scaled from a topographic map.
 SY2676
 SY2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2676
 SY2676.The geoid height was determined by GEOID03.
 SY2676
 SY2676;                    North         East     Units Scale Factor Converg.
 SY2676;SPC WA S     -   219,439.121   355,483.882   MT  0.99999075   -1 23 16.7
 SY2676;SPC WA S     -   719,943.18  1,166,283.37   sFT  0.99999075   -1 23 16.7
 SY2676;SPC WA N     -    33,662.288   380,685.015   MT  1.00004534   -1 10 27.9
 SY2676;SPC WA N     -   110,440.36  1,248,964.09   sFT  1.00004534   -1 10 27.9
 SY2676;UTM  10      - 5,237,756.107   544,552.967   MT  0.99962439   +0 25 58.8
 SY2676
 SY2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2676!SPC WA S     -   1.00000322  x   0.99999075  =   0.99999397
 SY2676!SPC WA N     -   1.00000322  x   1.00004534  =   1.00004856
 SY2676!UTM  10      -   1.00000322  x   0.99962439  =   0.99962761
 SY2676
 SY2676|---------------------------------------------------------------------|
 SY2676| PID    Reference Object                     Distance      Geod. Az  |
 SY2676|                                                           dddmmss.s |
 SY2676| CE4023 FILL RM 1                            16.930 METERS 00922     |
 SY2676| SY2683 RUINS                               APPROX. 1.0 KM 1741703.4 |
 SY2676| SY2745 TACOMA HBR PUYALLUP WW CONTHSE      APPROX. 3.6 KM 1894617.8 |
 SY2676| SY2652 TACOMA HI OF THREE CONC STACKS      APPROX. 4.2 KM 1915556.3 |
 SY2676| SY2641 TACOMA NR GRAIN ELEV RED TANK       APPROX. 1.9 KM 1951818.2 |
 SY2676| SY2655 TACOMA WAPATO WW ENTRANCE LT        APPROX. 1.5 KM 1963014.2 |
 SY2676| SY2674 SHED                                APPROX. 4.5 KM 2021704.7 |
 SY2676| SY2662 TACOMA PUYALLUP WW CONC STACK       APPROX. 3.1 KM 2032401.0 |
 SY2676| SY2665 TACOMA THIN BLACK STACK             APPROX. 3.1 KM 2072041.0 |
 SY2676| SY2785 TACOMA PUGET SND PLWD STK 1973      APPROX. 3.8 KM 2081938.5 |
 SY2676| SY2688 TACOMA CITY WW E ENT LT             APPROX. 3.9 KM 2100937.9 |
 SY2676| SY2698 TACOMA CITY WATERWAY GREEN LIGHT    APPROX. 3.9 KM 2145049.3 |
 SY2676| SY2713 TACOMA LUMBER CO BLACK STACK        APPROX. 4.3 KM 2445832.2 |
 SY2676| SY2720 TACOMA STACK NEAR STA PUG           APPROX. 5.1 KM 2550138.7 |
 SY2676|---------------------------------------------------------------------|
 SY2676
 SY2676                          SUPERSEDED SURVEY CONTROL
 SY2676
 SY2676  NAD 83(1986)-  47 17 30.34924(N)    122 24 38.74194(W) AD(       ) 2
 SY2676  NAD 27      -  47 17 30.99600(N)    122 24 34.29300(W) AD(       ) 2
 SY2676
 SY2676.Superseded values are not recommended for survey control.
 SY2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2676.See file dsdata.txt to determine how the superseded data were derived.
 SY2676
 SY2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4455337756(NAD 83)
 SY2676_MARKER: Z = SEE DESCRIPTION
 SY2676_SETTING: 0 = UNSPECIFIED SETTING
 SY2676
 SY2676  HISTORY     - Date     Condition        Report By
 SY2676  HISTORY     - 1935     MONUMENTED       CGS
 SY2676  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY2676  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY2676
 SY2676                          STATION DESCRIPTION
 SY2676
 SY2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2676'STATION LOCATED ALONG THE N SHORE OF COMMENCEMENT BAY JUST OUTSIDE OF
 SY2676'THE HYLEBOS WATERWAY.  STATION IS ON A SMALL JUTTING FILL BETWEEN
 SY2676'THE BEACH AND CONCRETE HIGHWAY ABOUT 10 FEET ABOVE HIGH WATER AND 6
 SY2676'FEET FROM EDGE OF BANK AND 38.4 FEET FROM CENTER OF ROADWAY.  THE N
 SY2676'ENTRANCE LIGHT TO THE HYLEBOS WATERWAY IS IN RANGE WITH A LOW BLACK
 SY2676'TANK, AND AN INCINERATOR IN RANGE WITH A CHURCH SPIRE.
 SY2676'
 SY2676'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY2676'CONCRETE MONUMENTS.  IT IS POSSIBLE THAT THE STATION MAY BE LOST
 SY2676'IN THE FUTURE DUE TO BUILDING.
 SY2676
 SY2676                          STATION RECOVERY (1936)
 SY2676
 SY2676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY2676'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 SY2676
 SY2676                          STATION RECOVERY (1965)
 SY2676
 SY2676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY2676'NOT FOUND.  EVIDENTLY THERE HAS BEEN A HOUSE BUILT OVER THE MARK,
 SY2676'ALTHOUGH NO ONE IN THE AREA SEEMS TO HAVE ANY KNOWLEDGE OF THE
 SY2676'MARK OR OF WHICH FILL MAY HAVE BEEN REFERRED TO IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2639 ***********************************************************************
 SC2639  DESIGNATION -  FILL USE 1940
 SC2639  PID         -  SC2639
 SC2639  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2639  USGS QUAD   -  ABERDEEN (1994)
 SC2639
 SC2639                         *CURRENT SURVEY CONTROL
 SC2639  ___________________________________________________________________
 SC2639* NAD 83(1991)-  46 57 43.99154(N)    123 50 26.89758(W)     ADJUSTED  
 SC2639* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC2639  ___________________________________________________________________
 SC2639  LAPLACE CORR-          11.61  (seconds)                    DEFLEC99
 SC2639  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 SC2639
 SC2639  HORZ ORDER  -  THIRD
 SC2639
 SC2639.The horizontal coordinates were established by classical geodetic methods
 SC2639.and adjusted by the National Geodetic Survey in December 1991..
 SC2639
 SC2639.The orthometric height was scaled from a topographic map.
 SC2639
 SC2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2639
 SC2639.The geoid height was determined by GEOID03.
 SC2639
 SC2639;                    North         East     Units Scale Factor Converg.
 SC2639;SPC WA S     -   186,436.955   245,824.922   MT  0.99993624   -2 25 36.3
 SC2639;SPC WA S     -   611,668.58    806,510.60   sFT  0.99993624   -2 25 36.3
 SC2639;UTM  10      - 5,201,308.821   436,032.433   MT  0.99965029   -0 36 52.4
 SC2639
 SC2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2639!SPC WA S     -   1.00000318  x   0.99993624  =   0.99993942
 SC2639!UTM  10      -   1.00000318  x   0.99965029  =   0.99965347
 SC2639
 SC2639:                Primary Azimuth Mark                     Grid Az
 SC2639:SPC WA S     -  CHARLIES CREEK DIKE LIGHT 38             203 49 35.1
 SC2639:UTM  10      -  CHARLIES CREEK DIKE LIGHT 38             202 00 51.2
 SC2639
 SC2639|---------------------------------------------------------------------|
 SC2639| PID    Reference Object                     Distance      Geod. Az  |
 SC2639|                                                           dddmmss.s |
 SC2639| SC2644 CHARLIES CREEK DIKE LIGHT 38        APPROX. 0.7 KM 2012358.8 |
 SC2639| SC2643 GRAYS HARBOR N CHANNEL LT 57        451.537 METERS 2505611.5 |
 SC2639|---------------------------------------------------------------------|
 SC2639
 SC2639                          SUPERSEDED SURVEY CONTROL
 SC2639
 SC2639  NAD 83(1986)-  46 57 43.98718(N)    123 50 26.89714(W) AD(       ) 3
 SC2639  NAD 27      -  46 57 44.65700(N)    123 50 22.28800(W) AD(       ) 3
 SC2639
 SC2639.Superseded values are not recommended for survey control.
 SC2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2639.See file dsdata.txt to determine how the superseded data were derived.
 SC2639
 SC2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3603201309(NAD 83)
 SC2639_MARKER: Z = SEE DESCRIPTION
 SC2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2639
 SC2639  HISTORY     - Date     Condition        Report By
 SC2639  HISTORY     - 1940     MONUMENTED       USE
 SC2639  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2639  HISTORY     - 1952     GOOD             CGS
 SC2639
 SC2639                          STATION DESCRIPTION
 SC2639
 SC2639'DESCRIBED BY US ENGINEERS 1940 (CP)
 SC2639'STATION IS ON THE W SIDE OF THE CHEHALLIS RIVER, ON COW POINT,
 SC2639'164 FEET BACK (NE) OF STORM WATER LINE, ON LINE TO BEACON
 SC2639'11.  FROM STATION, WEATHER SIGNAL TOWER ON PORT OF GRAYS HARBOR
 SC2639'DOCK SLIGHTLY OPEN TO RIGHT ON TALL ALUMINUM WATER TANK AT
 SC2639'RAYONNIER PULP MILL, HOQUIAM.
 SC2639'
 SC2639'STATION MARK IS AN 8-INCH SQUARE CONCRETE POST WITH STANDARD
 SC2639'U.S. ARMY, CORPS OF ENGINEERS TABLET SET IN TOP.  A TRIANGLE
 SC2639'WITH SMALL HOLE IN THE CENTER MARKS STATION.  TABLET UNSTAMPED
 SC2639'AND LOCAL INFORMATION FURNISHED DESIGNATION OF STATION AS FILL.
 SC2639'
 SC2639'NO REFERENCE MARKS FOUND NOR NEW ONES ESTABLISHED.
 SC2639'
 SC2639'A WOODEN TRIPOD ERECTED OVER STATION AND OBSERVATIONS WERE MADE
 SC2639'ON POLE ATOP TRIPOD.
 SC2639'
 SC2639'LOCATED BY INTERSECTION.  THIRD-ORDER.
 SC2639
 SC2639                          STATION RECOVERY (1952)
 SC2639
 SC2639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2639'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NO TRIPOD
 SC2639'OVER THE STATION.  COW POINT BEACON 11 IS NO LONGER IN
 SC2639'EXISTENCE.  BRUSH OBSTRUCTS VISIBILITY IN ALL DIRECTIONS EXCEPT W.
 SC2639'
 SC2639'STATION IS LOCATED IN THE SW PART OF ABERDEEN, ON THE N SIDE
 SC2639'OF GRAYS HARBOR, ON COW POINT, NEAR THE SW END OF THE POINT, ABOUT
 SC2639'150 FEET N OF THE HIGH-WATER LINE, ABOUT 150 FEET E OF THE
 SC2639'STORMWATER LINE, IN A THICK GROWTH OF SMALL ALDER TREES ABOUT 30
 SC2639'FEET HIGH, IN A CLEARING EXTENDING E INTO THE TREES FROM THE W
 SC2639'SIDE, AND NEAR THE S EDGE OF THE CLEARING.  IT IS A U.S.E.D.
 SC2639'STANDARD DISK, UNSTAMPED AND SET IN THE TOP OF A CONCRETE POST
 SC2639'FLUSH WITH THE SURFACE.
 SC2639
 SC2639                          STATION RECOVERY (1952)
 SC2639
 SC2639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2639'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NO TRIPOD
 SC2639'OVER THE STATION.  COW POINT BEACON 11 IS NO LONGER IN EXISTENCE.
 SC2639'BRUSH OBSTRUCTS VISIBILITY IN ALL DIRECTIONS EXCEPT W.
 SC2639'
 SC2639'STATION IS LOCATED IN THE SW PART OF ABERDEEN, ON THE N SIDE OF
 SC2639'GRAYS HARBOR, ON COW POINT, NEAR THE SW END OF THE POINT, ABOUT 150
 SC2639'FEET N OF THE HIGH-WATER LINE, ABOUT 150 FEET E OF THE STORM-WATER
 SC2639'LINE, IN A THICK GROWTH OF SMALL ALDER TREES ABOUT 30 FEET HIGH, IN A
 SC2639'CLEARING EXTENDING E INTO THE TREES FROM THE W SIDE, AND NEAR THE
 SC2639'S EDGE OF THE CLEARING.  IT IS A U.S.E.D. STANDARD DISK, UNSTAMPED
 SC2639'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2035 ***********************************************************************
 TR2035  DESIGNATION -  FIN
 TR2035  PID         -  TR2035
 TR2035  STATE/COUNTY-  WA/SAN JUAN
 TR2035  USGS QUAD   -  BLAKELY ISLAND (1994)
 TR2035
 TR2035                         *CURRENT SURVEY CONTROL
 TR2035  ___________________________________________________________________
 TR2035* NAD 83(1991)-  48 31 02.48131(N)    122 51 52.92213(W)     ADJUSTED  
 TR2035* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 TR2035  ___________________________________________________________________
 TR2035  LAPLACE CORR-          -7.16  (seconds)                    DEFLEC99
 TR2035  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 TR2035
 TR2035  HORZ ORDER  -  SECOND
 TR2035
 TR2035.The horizontal coordinates were established by classical geodetic methods
 TR2035.and adjusted by the National Geodetic Survey in December 1991..
 TR2035
 TR2035.The orthometric height was scaled from a topographic map.
 TR2035
 TR2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2035
 TR2035.The geoid height was determined by GEOID03.
 TR2035
 TR2035;                    North         East     Units Scale Factor Converg.
 TR2035;SPC WA N     -   170,687.054   349,952.795   MT  0.99996655   -1 30 44.6
 TR2035;SPC WA N     -   559,995.78  1,148,136.79   sFT  0.99996655   -1 30 44.6
 TR2035;UTM  10      - 5,373,813.624   509,991.404   MT  0.99960123   +0 06 04.9
 TR2035
 TR2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2035!SPC WA N     -   1.00000196  x   0.99996655  =   0.99996851
 TR2035!UTM  10      -   1.00000196  x   0.99960123  =   0.99960319
 TR2035
 TR2035:                Primary Azimuth Mark                     Grid Az
 TR2035:SPC WA N     -  SCRUB 2                                  016 16 02.0
 TR2035:UTM  10      -  SCRUB 2                                  014 39 12.5
 TR2035
 TR2035|---------------------------------------------------------------------|
 TR2035| PID    Reference Object                     Distance      Geod. Az  |
 TR2035|                                                           dddmmss.s |
 TR2035| TR2041 SCRUB 2                             APPROX. 3.1 KM 0144517.4 |
 TR2035| CF8712 FIN RM 2                              6.847 METERS 01910     |
 TR2035| CF8711 FIN RM 1                             13.790 METERS 18303     |
 TR2035|---------------------------------------------------------------------|
 TR2035
 TR2035                          SUPERSEDED SURVEY CONTROL
 TR2035
 TR2035  NAD 83(1986)-  48 31 02.48414(N)    122 51 52.92517(W) AD(       ) 2
 TR2035  NAD 27      -  48 31 03.11600(N)    122 51 48.28700(W) AD(       ) 2
 TR2035
 TR2035.Superseded values are not recommended for survey control.
 TR2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2035.See file dsdata.txt to determine how the superseded data were derived.
 TR2035
 TR2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0999173814(NAD 83)
 TR2035_MARKER: Z = SEE DESCRIPTION
 TR2035_SETTING: 0 = UNSPECIFIED SETTING
 TR2035
 TR2035  HISTORY     - Date     Condition        Report By
 TR2035  HISTORY     - 1939     MONUMENTED       CGS
 TR2035  HISTORY     - 1947     SEE DESCRIPTION  LOCENG
 TR2035  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2035  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TR2035
 TR2035                          STATION DESCRIPTION
 TR2035
 TR2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CAE)
 TR2035'STATION IS LOCATED ON THE EASTERN SIDE OF THE NORTHERN PART OF
 TR2035'LOPEZ ISLAND, ONE OF THE SAN JUAN ISLAND GROUP.  STATION IS 1.0
 TR2035'MILE SW OF THE S END OF FROST ISLAND AND IS ON THE BEACH, AT
 TR2035'HIGH-WATER MARK AT THE FOOT OF STEEP BANK.  A LARGE PINE SNAG
 TR2035'HANGS DOWN THE BANK ABOUT 100 FEET S OF THE STATION.  ABOUT 1/4
 TR2035'MILE NW OF THE STATION IS A 2-STORY YELLOW PAINTED HOUSE, WITH
 TR2035'DOUBLE WINDOWS, IN A SMALL CLEARING.
 TR2035'
 TR2035'STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 TR2035'HOLES IN LARGE BOULDERS ON THE BEACH IN THEIR NATURAL POSITION.
 TR2035'
 TR2035'THE REFERENCE MARK BOULDERS ARE ABOUT 4 FEET HIGH.
 TR2035
 TR2035                          STATION RECOVERY (1947)
 TR2035
 TR2035'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947
 TR2035'STATION RECOVERED AS DESCRIBED.  STATION WAS NOT OCCUPIED AND
 TR2035'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 TR2035'CHECKED.
 TR2035
 TR2035                          STATION RECOVERY (1950)
 TR2035
 TR2035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GAN)
 TR2035'STATION FOUND AS DESCRIBED, WITH THE FOLLOWING EXCEPTION--
 TR2035'
 TR2035'THERE IS NO PINE SNAG HANGING DOWN THE BANK 100 FEET S OF THE
 TR2035'STATION AT THIS TIME.  DIRECTIONS WERE NOT CHECKED.
 TR2035
 TR2035                          STATION RECOVERY (1965)
 TR2035
 TR2035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 TR2035'THE STATION WAS ACTUALLY VISITED BY EMPLOYEES OF WALLACE AND
 TR2035'ASSOCIATES, WHO NOTICED DISCREPANCIES IN THEIR MEASUREMENTS
 TR2035'AND ANGLES TO THE REFERENCE MARKS COMPARED TO THOSE MADE IN
 TR2035'1939.  THIS WAS CALLED TO THE ATTENTION OF THE SEATTLE REGIONAL
 TR2035'OFFICE.  THE INFORMATION GIVEN WAS OBTAINED FROM WALLACE AND
 TR2035'ASSOCIATES, AND THE CONCLUSION REACHED WAS THAT MORE THAN ONE OF
 TR2035'THE MARKS HAD MOVED AND THE STATION SHOULD BE USED WITH EXTREME
 TR2035'CAUTION, SINCE IT IS POSSIBLE THE STATION MARK HAS MOVED AS
 TR2035'MUCH AS A FOOT.
 TR2035'
 TR2035'THIS ALSO STATES THAT THE LONG MEASUREMENT IS TO REFERENCE
 TR2035'MARK NO. 2, WHEREAS, IN 1939 DESCRIPTION, THE LONG
 TR2035'MEASUREMENT IS GIVEN FOR REFERENCE MARK NO. 1.  A POSSIBLE
 TR2035'EXPLANATION WOULD BE THAT IN 1939 THE DISTANCES ARE GIVEN TO THE
 TR2035'WRONG MARK, BUT THE ANGLES ARE STATED CORRECTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2483 ***********************************************************************
 TR2483  DESIGNATION -  FIN
 TR2483  PID         -  TR2483
 TR2483  STATE/COUNTY-  WA/CLALLAM
 TR2483  USGS QUAD   -  LAKE SUTHERLAND (1985)
 TR2483
 TR2483                         *CURRENT SURVEY CONTROL
 TR2483  ___________________________________________________________________
 TR2483* NAD 83(1991)-  48 00 50.81207(N)    123 41 25.88942(W)     ADJUSTED  
 TR2483* NAVD 88     -                                                        
 TR2483  ___________________________________________________________________
 TR2483  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 TR2483  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 TR2483
 TR2483  HORZ ORDER  -  THIRD
 TR2483
 TR2483.The horizontal coordinates were established by classical geodetic methods
 TR2483.and adjusted by the National Geodetic Survey in December 1991..
 TR2483
 TR2483
 TR2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2483
 TR2483.The geoid height was determined by GEOID03.
 TR2483
 TR2483;                    North         East     Units Scale Factor Converg.
 TR2483;SPC WA N     -   116,707.647   286,900.166   MT  0.99994389   -2 07 38.1
 TR2483;SPC WA N     -   382,898.34    941,271.63   sFT  0.99994389   -2 07 38.1
 TR2483;UTM  10      - 5,318,099.654   448,504.133   MT  0.99963258   -0 30 47.8
 TR2483
 TR2483                          SUPERSEDED SURVEY CONTROL
 TR2483
 TR2483  NAD 83(1986)-  48 00 50.80861(N)    123 41 25.89976(W) AD(       ) 4
 TR2483  NAD 27      -  48 00 51.54400(N)    123 41 21.16000(W) AD(       ) 3
 TR2483
 TR2483.Superseded values are not recommended for survey control.
 TR2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2483.See file dsdata.txt to determine how the superseded data were derived.
 TR2483
 TR2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU4850418100(NAD 83)
 TR2483
 TR2483  HISTORY     - Date     Condition        Report By
 TR2483  HISTORY     - 1926     MONUMENTED       CGS
 TR2483
 TR2483                          STATION DESCRIPTION
 TR2483
 TR2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (HAC)
 TR2483'THERE ARE TWO HIGH POINTS ABOUT 1/2 MILE APART ON THE SAME RIDGE AS
 TR2483'AND TO THE W OF VALL.  THE E PEAK IS TAN.  THE W PEAK FIN.  THESE
 TR2483'PEAKS CANNOT BE SEEN FROM W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1709 ***********************************************************************
 SY1709  DESIGNATION -  FINCH 2
 SY1709  PID         -  SY1709
 SY1709  STATE/COUNTY-  WA/MASON
 SY1709  USGS QUAD   -  HOODSPORT (1985)
 SY1709
 SY1709                         *CURRENT SURVEY CONTROL
 SY1709  ___________________________________________________________________
 SY1709* NAD 83(1991)-  47 23 24.70629(N)    123 08 42.77435(W)     ADJUSTED  
 SY1709* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 SY1709  ___________________________________________________________________
 SY1709  LAPLACE CORR-         -12.32  (seconds)                    DEFLEC99
 SY1709  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 SY1709
 SY1709  HORZ ORDER  -  THIRD
 SY1709
 SY1709.The horizontal coordinates were established by classical geodetic methods
 SY1709.and adjusted by the National Geodetic Survey in December 1991..
 SY1709
 SY1709.The orthometric height was scaled from a topographic map.
 SY1709
 SY1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1709
 SY1709.The geoid height was determined by GEOID03.
 SY1709
 SY1709;                    North         East     Units Scale Factor Converg.
 SY1709;SPC WA S     -   231,980.491   300,319.620   MT  1.00001351   -1 55 17.3
 SY1709;SPC WA S     -   761,089.33    985,298.62   sFT  1.00001351   -1 55 17.3
 SY1709;UTM  10      - 5,248,536.903   489,040.571   MT  0.99960148   -0 06 24.8
 SY1709
 SY1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1709!SPC WA S     -   0.99997843  x   1.00001351  =   0.99999194
 SY1709!UTM  10      -   0.99997843  x   0.99960148  =   0.99957992
 SY1709
 SY1709:                Primary Azimuth Mark                     Grid Az
 SY1709:SPC WA S     -  WINDFALL 2                               021 14 23.4
 SY1709:UTM  10      -  WINDFALL 2                               019 25 30.9
 SY1709
 SY1709|---------------------------------------------------------------------|
 SY1709| PID    Reference Object                     Distance      Geod. Az  |
 SY1709|                                                           dddmmss.s |
 SY1709| SY1705 WINDFALL 2                          APPROX. 3.1 KM 0191906.1 |
 SY1709| DD9689 FINCH 2 RM 1                         21.089 METERS 19849     |
 SY1709|---------------------------------------------------------------------|
 SY1709
 SY1709                          SUPERSEDED SURVEY CONTROL
 SY1709
 SY1709  NAD 83(1986)-  47 23 24.70297(N)    123 08 42.78121(W) AD(       ) 3
 SY1709  NAD 27      -  47 23 25.37800(N)    123 08 38.21400(W) AD(       ) 3
 SY1709
 SY1709.Superseded values are not recommended for survey control.
 SY1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1709.See file dsdata.txt to determine how the superseded data were derived.
 SY1709
 SY1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT8904148537(NAD 83)
 SY1709_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1709
 SY1709  HISTORY     - Date     Condition        Report By
 SY1709  HISTORY     - 1934     MONUMENTED       CGS
 SY1709  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY1709  HISTORY     - 19960329 MARK NOT FOUND   USPSQD
 SY1709
 SY1709                          STATION DESCRIPTION
 SY1709
 SY1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY1709'STATION IS LOCATED ON A ROUNDING POINT ABOUT MIDWAY BETWEEN
 SY1709'HOODSPORT AND POTLATCH ON THE W SIDE OF HOOD CANAL.  THERE IS A
 SY1709'GRAVEL BUNKER DOCK ON THE NEXT SMALL POINT TO THE S.  IT IS ABOUT
 SY1709'25 FEET ABOVE HIGH-WATER MARK AND ABOUT 8 FEET FROM THE EDGE OF THE
 SY1709'HIGHWAY AND 2 FEET FROM THE EDGE OF THE EMBANKMENT.
 SY1709'
 SY1709'SURFACE MARK, IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD
 SY1709'DISK SET IN AN IRREGULAR BLOCK OF CONCRETE 24 INCHES DEEP AND
 SY1709'ABOUT 12 INCHES SQUARE AND FLUSH WITH THE SURFACE.
 SY1709'
 SY1709'UNDERGROUND MARK IS MARKED, AS DESCRIBED IN NOTE 7A, BY A
 SY1709'STANDARD DISK SET IN A MASS OF CONCRETE 30 INCHES DEEP.
 SY1709'
 SY1709'REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 11A BY STANDARD
 SY1709'DISK, SET IN A 6- BY 6- BY 18-INCH CONCRETE BLOCK ON THE EDGE OF
 SY1709'THE EMBANKMENT AND 10 FEET FROM THE EDGE OF THE HIGHWAY.
 SY1709
 SY1709                          STATION RECOVERY (1955)
 SY1709
 SY1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY1709'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE ROAD MAINTANCE
 SY1709'CREW SAY THEY DO NOT REMEMBER SEEING A MARK AT THIS PLACE.  THERE
 SY1709'HAS BEEN NO FILLING AT THIS PLACE BUT IT HAS BEEN GRADED OFF
 SY1709'SEVERAL TIMES IN THE LAST COUPLE OF YEARS.  THE MARK IS PRESUMED
 SY1709'TO HAVE BEEN DESTROYED BY ROAD GRADERS.
 SY1709
 SY1709                          STATION RECOVERY (1996)
 SY1709
 SY1709'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY1709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3854 ***********************************************************************
 SY3854  DESIGNATION -  FINE ARTS
 SY3854  PID         -  SY3854
 SY3854  STATE/COUNTY-  WA/KING
 SY3854  USGS QUAD   -  
 SY3854
 SY3854                         *CURRENT SURVEY CONTROL
 SY3854  ___________________________________________________________________
 SY3854* NAD 83(1991)-  47 37 49.03273(N)    122 18 51.59685(W)     ADJUSTED  
 SY3854* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 SY3854  ___________________________________________________________________
 SY3854  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 SY3854  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY3854
 SY3854  HORZ ORDER  -  FIRST
 SY3854
 SY3854.The horizontal coordinates were established by classical geodetic methods
 SY3854.and adjusted by the National Geodetic Survey in December 1991..
 SY3854
 SY3854.The orthometric height was scaled from a topographic map.
 SY3854
 SY3854.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3854
 SY3854.The geoid height was determined by GEOID03.
 SY3854
 SY3854;                    North         East     Units Scale Factor Converg.
 SY3854;SPC WA N     -    71,147.493   388,701.878   MT  0.99997825   -1 06 09.5
 SY3854;SPC WA N     -   233,423.07  1,275,266.08   sFT  0.99997825   -1 06 09.5
 SY3854;UTM  10      - 5,275,437.201   551,511.974   MT  0.99963261   +0 30 23.7
 SY3854
 SY3854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3854!SPC WA N     -   0.99998176  x   0.99997825  =   0.99996001
 SY3854!UTM  10      -   0.99998176  x   0.99963261  =   0.99961438
 SY3854
 SY3854:                Primary Azimuth Mark                     Grid Az
 SY3854:SPC WA N     -  WEBSTER POINT LIGHT                      057 21 33.6
 SY3854:UTM  10      -  WEBSTER POINT LIGHT                      055 45 00.4
 SY3854
 SY3854|---------------------------------------------------------------------|
 SY3854| PID    Reference Object                     Distance      Geod. Az  |
 SY3854|                                                           dddmmss.s |
 SY3854| SY4115 WEBSTER POINT LIGHT                 APPROX. 3.5 KM 0561524.1 |
 SY3854| SY3903 SEATTLE MADISON PARK WATER TK       APPROX. 1.7 KM 0844444.4 |
 SY3854| SY4416 METHODIST CHRISTIAN CHURCH          APPROX. 1.0 KM 1713025.0 |
 SY3854| SY3856 SEATTLE CAPITOL HILL TOWER          141.823 METERS 18652     |
 SY3854| SY4222 NORTHERN LIFE TOWER CENTER FP       APPROX. 3.0 KM 2121901.9 |
 SY3854| SY4315 FIRE STATION SPIRE NR 4TH ST        APPROX. 2.8 KM 2471823.6 |
 SY3854| SY3828 ENGINE RESET                        APPROX. 3.1 KM 2722618.6 |
 SY3854| SY4002 SEATTLE TV STATION KING TOWER       APPROX. 2.8 KM 2733725.0 |
 SY3854| SY3997 SEATTLE TV STA KOMO CEN TWR         APPROX. 3.0 KM 2735923.1 |
 SY3854| SY4107 ST MARKS EPISCOPAL CHURCH APEX      APPROX. 0.6 KM 2892011.4 |
 SY3854| SY3975 SEATTLE WOODLAND PARK STANDPIPE     APPROX. 5.1 KM 3240930.8 |
 SY3854| SY3951 HOUSE OF GOOD SHEPHERD CROSS        APPROX. 4.0 KM 3412406.6 |
 SY3854| SY4000 SEATTLE FREMONT WATER DISTRICT STAN APPROX.11.9 KM 3460604.4 |
 SY3854| SY4879 FIRLANDS SANITARIUM TANK            APPROX.15.8 KM 3494932.2 |
 SY3854| SY3934 LAKESIDE SCHOOL SPIRE               APPROX.11.3 KM 3550331.8 |
 SY3854|---------------------------------------------------------------------|
 SY3854
 SY3854                          SUPERSEDED SURVEY CONTROL
 SY3854
 SY3854  NAD 83(1986)-  47 37 49.02630(N)    122 18 51.60218(W) AD(       ) 1
 SY3854  NAD 27      -  47 37 49.67300(N)    122 18 47.15200(W) AD(       ) 1
 SY3854
 SY3854.Superseded values are not recommended for survey control.
 SY3854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3854.See file dsdata.txt to determine how the superseded data were derived.
 SY3854
 SY3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5151275437(NAD 83)
 SY3854_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3854_SETTING: 0 = UNSPECIFIED SETTING
 SY3854_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3854
 SY3854  HISTORY     - Date     Condition        Report By
 SY3854  HISTORY     - 1933     MONUMENTED       CGS
 SY3854  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY3854  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY3854  HISTORY     - 20021104 GOOD             USPSQD
 SY3854
 SY3854                          STATION DESCRIPTION
 SY3854
 SY3854'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EES)
 SY3854'STATION IS A STANDARD DISK CEMENTED INTO A HOLE DRILLED IN THE TOP OF
 SY3854'THE CONCRETE WALL ON THE E SIDE OF THE HIGHEST ROOF OF THE FINE ARTS
 SY3854'BUILDING IN VOLUNTEER PARK.  AT PRESENT THIS IS THE PART OVER THE
 SY3854'DOOR IN THE MIDDLE OF THE W FRONT.  THE ECCENTRIC POINT OCCUPIED IS
 SY3854'ON A CONVENIENT FLAT-TOPPED VENTILATOR, AND IS MARKED BY A COPPER
 SY3854'TACK.
 SY3854'
 SY3854'REFERENCE MARKS ARE STANDARD BRONZE DISKS CEMENTED INTO HOLES
 SY3854'DRILLED INTO THE SAME WALL IN WHICH THE CENTER IS LOCATED.
 SY3854
 SY3854                          STATION RECOVERY (1953)
 SY3854
 SY3854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3854'ALL OF THE MARKS, INCLUDING THE COPPER TACK MARKING THE ECCENTRIC
 SY3854'SETUP, WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 SY3854'STATION MUST BE OCCUPIED ECCENTRICALLY.  ORIGINAL DESCRIPTION IS
 SY3854'ADEQUATE.
 SY3854
 SY3854                          STATION RECOVERY (1954)
 SY3854
 SY3854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CP)
 SY3854'THE DESCRIPTION IS AMENDED AS FOLLOWS--
 SY3854'
 SY3854'THE STATION IS ON THE HIGHEST ROOF OF THE FINE ARTS BUILDING (ALSO
 SY3854'KNOWN AS THE SEATTLE ART MUSEUM) IN VOLUNTEER PARK, SEATTLE.  THE
 SY3854'MARK IS A STANDARD DISK, WITH THE SHANK REMOVED, SECURED BY THREE
 SY3854'EVENLY SPACED BRASS WOOD SCREWS SET IN LEAD PLUGS IN THE TOP OF THE
 SY3854'CONCRETE WALL ON THE E SIDE OF THE HIGHEST ROOF OF THE FINE ARTS
 SY3854'BUILDING.  IT IS THAT PORTION OF THE BUILDING FORMING THE W MAIN
 SY3854'ENTRANCE TO THE MUSEUM.  THE ORIGINAL SKETCH IS ACCURATE AND
 SY3854'ADEQUATE EXCEPT THAT THE STATION MARK IS PRECISELY ON LINE WITH THE
 SY3854'S EDGE OF THE CONCRETE VENTILATOR TOP.
 SY3854'
 SY3854'ALL OF THE MARKS WERE REMOVED THIS DATE TO FACILITATE ROOF REPAIRS
 SY3854'AND THE INSTALLATION OF COPPER SHEATHING ON THE TOPS OF ALL THE
 SY3854'COPING WALLS.  THE CENTER MARK WAS REPLACED CAREFULLY IN THE SAME
 SY3854'HOLES IN THE WALL AND CHECKED BY REFERENCE MEASUREMENTS.  THE
 SY3854'REFERENCE MARKS WERE NOT REPLACED.
 SY3854'
 SY3854'THE ECCENTRIC POINT ORIGINALLY OCCUPIED IS NOW DESTROYED, AND IT IS
 SY3854'IMPOSSIBLE TO OCCUPY THE CENTER.  OBSERVING IS MADE EASY BY PLACING
 SY3854'THE ECCENTRIC SETUP ON THE CONVENIENT NEARBY FLAT-TOPPED
 SY3854'VENTILATOR, A CONCRETE STRUCTURE MENTIONED IN THE ORIGINAL
 SY3854'DESCRIPTION AND ON LINE WITH STATION ENGINE.
 SY3854
 SY3854                          STATION RECOVERY (2002)
 SY3854
 SY3854'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0493 ***********************************************************************
 TR0493  DESIGNATION -  FINGER
 TR0493  PID         -  TR0493
 TR0493  STATE/COUNTY-  WA/ISLAND
 TR0493  USGS QUAD   -  OAK HARBOR (1973)
 TR0493
 TR0493                         *CURRENT SURVEY CONTROL
 TR0493  ___________________________________________________________________
 TR0493* NAD 83(1991)-  48 19 40.27010(N)    122 41 59.94865(W)     ADJUSTED  
 TR0493* NAVD 88     -         5.707  (meters)      18.72   (feet)  ADJUSTED  
 TR0493  ___________________________________________________________________
 TR0493  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 TR0493  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 TR0493  DYNAMIC HT  -           5.709 (meters)      18.73  (feet)  COMP
 TR0493  MODELED GRAV-     980,860.6   (mgal)                       NAVD 88
 TR0493
 TR0493  HORZ ORDER  -  FIRST
 TR0493  VERT ORDER  -  FIRST     CLASS II
 TR0493
 TR0493.The horizontal coordinates were established by classical geodetic methods
 TR0493.and adjusted by the National Geodetic Survey in December 1991..
 TR0493
 TR0493.The orthometric height was determined by differential leveling
 TR0493.and adjusted by the National Geodetic Survey in June 1991..
 TR0493
 TR0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0493
 TR0493.The geoid height was determined by GEOID03.
 TR0493
 TR0493.The dynamic height is computed by dividing the NAVD 88
 TR0493.geopotential number by the normal gravity value computed on the
 TR0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0493.degrees latitude (g = 980.6199 gals.).
 TR0493
 TR0493.The modeled gravity was interpolated from observed gravity values.
 TR0493
 TR0493;                    North         East     Units Scale Factor Converg.
 TR0493;SPC WA N     -   149,313.556   361,605.928   MT  0.99994896   -1 23 23.1
 TR0493;SPC WA N     -   489,872.89  1,186,368.78   sFT  0.99994896   -1 23 23.1
 TR0493;UTM  10      - 5,352,784.235   522,237.539   MT  0.99960608   +0 13 26.8
 TR0493
 TR0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0493!SPC WA N     -   1.00000258  x   0.99994896  =   0.99995154
 TR0493!UTM  10      -   1.00000258  x   0.99960608  =   0.99960866
 TR0493
 TR0493|---------------------------------------------------------------------|
 TR0493| PID    Reference Object                     Distance      Geod. Az  |
 TR0493|                                                           dddmmss.s |
 TR0493| CF8713 FINGER RM 1                          11.363 METERS 04630     |
 TR0493| TR0508 LAKE                                APPROX. 3.1 KM 2120748.5 |
 TR0493| TR1776 MINOR ISLAND LIGHT                  APPROX. 8.9 KM 2673021.6 |
 TR0493| TR0492 FINGER RM 2                           3.697 METERS 27037     |
 TR0493|---------------------------------------------------------------------|
 TR0493
 TR0493                          SUPERSEDED SURVEY CONTROL
 TR0493
 TR0493  NAD 83(1986)-  48 19 40.27127(N)    122 41 59.95240(W) AD(       ) 1
 TR0493  NAD 27      -  48 19 40.91200(N)    122 41 55.33400(W) AD(       ) 1
 TR0493  NGVD 29 (??/??/92)    4.563  (m)           14.97   (f) ADJ UNCH    1 2
 TR0493
 TR0493.Superseded values are not recommended for survey control.
 TR0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0493.See file dsdata.txt to determine how the superseded data were derived.
 TR0493
 TR0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2223852784(NAD 83)
 TR0493_MARKER: DS = TRIANGULATION STATION DISK
 TR0493_SETTING: 66 = SET IN ROCK OUTCROP
 TR0493_SP_SET: OUTCROP
 TR0493_STAMPING: FINGER 1939
 TR0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0493+STABILITY: POSITION/ELEVATION WELL
 TR0493
 TR0493  HISTORY     - Date     Condition        Report By
 TR0493  HISTORY     - 1939     MONUMENTED       CGS
 TR0493  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR0493  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR0493  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TR0493  HISTORY     - 1952     GOOD             NGS
 TR0493  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0493  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR0493  HISTORY     - 1988     GOOD             USPSQD
 TR0493
 TR0493                          STATION DESCRIPTION
 TR0493
 TR0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RLS)
 TR0493'STATION IS ABOUT 4-1/2 MILES S OF DECEPTION PASS ON THE W SIDE OF
 TR0493'WHIDBEY ISLAND AT A ROCKY POINT.  IT IS ON A ROCKY OUTCROP ABOUT
 TR0493'10 FEET ABOVE HIGH WATER AND 10 FEET IN FROM HIGH WATER.  AN OLD
 TR0493'DRILL HOLE WAS FOUND WHICH CORRESPONDS TO THE POSITION OF A
 TR0493'STATION, FINGER 1871.  THE STATION MARK WAS PLACED IN THIS DRILL
 TR0493'HOLE.
 TR0493'
 TR0493'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TR0493'CONCRETE IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 TR0493'
 TR0493'SEE RECOVERY NOTE IN SUPPLEMENT.
 TR0493
 TR0493                          STATION RECOVERY (1942)
 TR0493
 TR0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR0493'THE ORIGINAL DESCRIPTION IS CORRECT EXCEPT FOR DISTANCES TO
 TR0493'REFERENCE MARKS.
 TR0493'
 TR0493'STATION AND REFERENCE MARKS ARE BRONZE DISKS IN CONCRETE
 TR0493'DEPRESSIONS IN OUTCROPPING BEDROCK.
 TR0493
 TR0493                          STATION RECOVERY (1952)
 TR0493
 TR0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SBG)
 TR0493'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 TR0493'DESCRIBED.
 TR0493
 TR0493                          STATION RECOVERY (1952)
 TR0493
 TR0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JRP)
 TR0493'TO LOCATE THE STATION, PROCEED 0.4 MI. W ALONG PIONEER WAY FROM
 TR0493'THE POST OFFICE AT OAK HARBOR, THENCE 2.7 MI. N ALONG STATE
 TR0493'HIGHWAY 1 D, THENCE 2.2 MI. SW ALONG CLOVER VALLEY ROAD, THENCE 0.1
 TR0493'MI. W THROUGH THE ENTRANCE TO ROCKY POINT GOLF COURSE, THENCE 0.4
 TR0493'MI. W ALONG A DIRT ROAD LEADING TO ROCKY POINT GOLF COURSE,
 TR0493'THENCE 0.4 MI. W ALONG A DIRT ROAD LEADING TO ROCKY POINT PICNIC
 TR0493'GROUNDS, THENCE 0.4 MI. N ALONG THE SHORE OF ADMIRALTY INLET.
 TR0493'THE STATION IS A STANDARD TRIANGULATION-STATION DISK, STAMPED
 TR0493'FINGER 1939 AND SET IN THE TOP OF THE MORE N AND LARGER ONE OF
 TR0493'TWO PROMINENT OUTCROPS PROTRUDING OUT INTO THE WATER FROM
 TR0493'THE FOOT OF A 50-FT.-HIGH BLUFF, ON THE EDGE OF AND
 TR0493'ABOUT 10 FT. ABOVE THE HIGH-WATERLINE, AND 8 FT. W OF THE
 TR0493'FOOT OF THE BLUFF.
 TR0493'
 TR0493'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 TR0493'FINGER 2 1939 AND SET IN THE TOP OF THE SAME OUTCROP, 18 FT. W OF
 TR0493'THE FOOT OF THE BLUFF, 12.2 FT. W OF THE STATION, AND ABOUT 10
 TR0493'FT. ABOVE THE HIGH-WATERLINE.
 TR0493'
 TR0493'A THOROUGH SEARCH WAS MADE FOR REFERENCE MARK 1, BUT IT WAS NOT
 TR0493'RECOVERED.
 TR0493
 TR0493                          STATION RECOVERY (1952)
 TR0493
 TR0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0493'6.2 MI NW FROM OAK HARBOR.
 TR0493'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0493'THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 2.2 MILES
 TR0493'SOUTHWEST ALONG CLOVER VALLEY ROAD, THENCE 0.1 MILE WEST ALONG AN
 TR0493'ASPHALT ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD LEADING TO ROCKY
 TR0493'POINT PICNIC GROUNDS, THENCE 0.4 MILE NORTH ALONG THE SHORE OF
 TR0493'ADMIRALTY INLET, IN THE TOP OF A LARGEST ONE OF TWO PROMINENT OUTCROPS
 TR0493'EXTENDING OUT INTO THE WATER FROM A 50-FOOT-HIGH BLUFF, AND 8 FEET
 TR0493'WEST OF THE FOOT OF THE BLUFF.
 TR0493
 TR0493                          STATION RECOVERY (1960)
 TR0493
 TR0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0493'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION
 TR0493'AS DESCRIBED IN THE RECOVERY NOTE BY J.R.P. IN 1952.  REFERENCE MARK
 TR0493'1 WAS NOT FOUND ALTHOUGH IT IS BELIEVED TO BE COVERED BY STONES
 TR0493'AND DEBRIS WHICH HAS BEEN PUSHED OVER THE BLUFF.  THE DISTANCE
 TR0493'FROM THE STATION TO REFERENCE MARK 2 WAS MEASURED AND FOUND TO BE
 TR0493'3.703M (12.16 FT).
 TR0493
 TR0493                          STATION RECOVERY (1973)
 TR0493
 TR0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR0493'NEW TO REACH FOLLOWS--
 TR0493'
 TR0493'0.2 MILES WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK
 TR0493'HARBOR.  THENCE 0.55 MILE SW. ALONG STATE HWY. 20.  THENCE 0.35
 TR0493'MILE NW. ALONG SWANTOWN ROAD.  THENCE 1.3 MILES N. ALONG HELLER
 TR0493'ROAD.  THENCE 1.0 MILE WEST ALONG CROSBY ROAD.  THENCE 1.0 MILE
 TR0493'N. ALONG GOLF COURSE ROAD.  THENCE 0.4 MILE WEST ALONG ROAD TO
 TR0493'ROCKY POINT PICNIC GROUNDS.  WEST OF AND BELOW PARKING LOT
 TR0493'LOCATED ON 90 DEGREE BEND IN ROAD.
 TR0493
 TR0493                          STATION RECOVERY (1988)
 TR0493
 TR0493'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0492 ***********************************************************************
 TR0492  DESIGNATION -  FINGER RM 2
 TR0492  PID         -  TR0492
 TR0492  STATE/COUNTY-  WA/ISLAND
 TR0492  USGS QUAD   -  OAK HARBOR (1973)
 TR0492
 TR0492                         *CURRENT SURVEY CONTROL
 TR0492  ___________________________________________________________________
 TR0492* NAD 83(1986)-  48 19 39.     (N)    122 42 00.     (W)     SCALED    
 TR0492* NAVD 88     -         5.247  (meters)      17.21   (feet)  ADJUSTED  
 TR0492  ___________________________________________________________________
 TR0492  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 TR0492  DYNAMIC HT  -           5.248 (meters)      17.22  (feet)  COMP
 TR0492  MODELED GRAV-     980,860.4   (mgal)                       NAVD 88
 TR0492
 TR0492  VERT ORDER  -  FIRST     CLASS II
 TR0492
 TR0492.The horizontal coordinates were scaled from a topographic map and have
 TR0492.an estimated accuracy of +/- 6 seconds.
 TR0492
 TR0492.The orthometric height was determined by differential leveling
 TR0492.and adjusted by the National Geodetic Survey in June 1991..
 TR0492
 TR0492.The geoid height was determined by GEOID03.
 TR0492
 TR0492.The dynamic height is computed by dividing the NAVD 88
 TR0492.geopotential number by the normal gravity value computed on the
 TR0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0492.degrees latitude (g = 980.6199 gals.).
 TR0492
 TR0492.The modeled gravity was interpolated from observed gravity values.
 TR0492
 TR0492;                    North         East    Units  Estimated Accuracy
 TR0492;SPC WA N     -   149,270.      361,600.      MT  (+/- 180 meters Scaled)
 TR0492
 TR0492                          SUPERSEDED SURVEY CONTROL
 TR0492
 TR0492  NGVD 29 (??/??/92)    4.102  (m)           13.46   (f) ADJ UNCH    1 2
 TR0492
 TR0492.Superseded values are not recommended for survey control.
 TR0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0492.See file dsdata.txt to determine how the superseded data were derived.
 TR0492
 TR0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU222527(NAD 83)
 TR0492_MARKER: DR = REFERENCE MARK DISK
 TR0492_SETTING: 66 = SET IN ROCK OUTCROP
 TR0492_SP_SET: OUTCROP
 TR0492_STAMPING: FINGER 2 1939
 TR0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TR0492+STABILITY: POSITION/ELEVATION WELL
 TR0492
 TR0492  HISTORY     - Date     Condition        Report By
 TR0492  HISTORY     - 1939     MONUMENTED       CGS
 TR0492  HISTORY     - 1952     GOOD             NGS
 TR0492
 TR0492                          STATION DESCRIPTION
 TR0492
 TR0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0492'6.2 MI NW FROM OAK HARBOR.
 TR0492'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0492'THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 2.2 MILES
 TR0492'SOUTHWEST ALONG CLOVER VALLEY ROAD, THENCE 0.1 MILE WEST ALONG AN
 TR0492'ASPHALT ROAD, THENCE 0.4 MILE WEST ALONG A DIRT ROAD LEADING TO ROCKY
 TR0492'POINT PICNIC GROUNDS, THENCE 0.4 MILE NORTH ALONG THE BEACH, IN THE
 TR0492'TOP OF THE MOST NORTHERLY AND LARGEST ONE OF TWO PROMINENT OUTCROPS
 TR0492'PROTRUDING FROM THE BASE OF A 50-FOOT-HIGH BLUFF OUT INTO THE WATER,
 TR0492'AT THE EDGE OF THE HIGH WATER LINE, 18 FEET WEST OF THE FOOT OF THE
 TR0492'BLUFF, 12.2 FEET WEST OF TRIANGULATION STATION FINGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1839 ***********************************************************************
 SY1839  DESIGNATION -  FINIS
 SY1839  PID         -  SY1839
 SY1839  STATE/COUNTY-  WA/GRAYS HARBOR
 SY1839  USGS QUAD   -  ABERDEEN GARDENS (1990)
 SY1839
 SY1839                         *CURRENT SURVEY CONTROL
 SY1839  ___________________________________________________________________
 SY1839* NAD 83(1991)-  47 00 01.88166(N)    123 48 11.88007(W)     ADJUSTED  
 SY1839* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY1839  ___________________________________________________________________
 SY1839  LAPLACE CORR-          10.76  (seconds)                    DEFLEC99
 SY1839  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 SY1839
 SY1839  HORZ ORDER  -  THIRD
 SY1839
 SY1839.The horizontal coordinates were established by classical geodetic methods
 SY1839.and adjusted by the National Geodetic Survey in December 1991..
 SY1839
 SY1839.The orthometric height was scaled from a topographic map.
 SY1839
 SY1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1839
 SY1839.The geoid height was determined by GEOID03.
 SY1839
 SY1839;                    North         East     Units Scale Factor Converg.
 SY1839;SPC WA S     -   190,570.923   248,854.953   MT  0.99994087   -2 23 58.2
 SY1839;SPC WA S     -   625,231.44    816,451.62   sFT  0.99994087   -2 23 58.2
 SY1839;UTM  10      - 5,205,535.308   438,929.386   MT  0.99964584   -0 35 15.1
 SY1839
 SY1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1839!SPC WA S     -   1.00000301  x   0.99994087  =   0.99994388
 SY1839!UTM  10      -   1.00000301  x   0.99964584  =   0.99964885
 SY1839
 SY1839|---------------------------------------------------------------------|
 SY1839| PID    Reference Object                     Distance      Geod. Az  |
 SY1839|                                                           dddmmss.s |
 SY1839| DD9690 FINIS RM 1                           18.770 METERS 14535     |
 SY1839| SC2615 ABERDEEN FERN HILL CEM CHIMNEY      APPROX. 0.7 KM 1563201.0 |
 SY1839| DD9691 FINIS RM 2                           15.310 METERS 31014     |
 SY1839|---------------------------------------------------------------------|
 SY1839
 SY1839                          SUPERSEDED SURVEY CONTROL
 SY1839
 SY1839  NAD 83(1986)-  47 00 01.87875(N)    123 48 11.87995(W) AD(       ) 3
 SY1839  NAD 27      -  47 00 02.54200(N)    123 48 07.27800(W) AD(       ) 3
 SY1839
 SY1839.Superseded values are not recommended for survey control.
 SY1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1839.See file dsdata.txt to determine how the superseded data were derived.
 SY1839
 SY1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3892905535(NAD 83)
 SY1839_MARKER: Z = SEE DESCRIPTION
 SY1839_SETTING: 0 = UNSPECIFIED SETTING
 SY1839
 SY1839  HISTORY     - Date     Condition        Report By
 SY1839  HISTORY     - 1941     MONUMENTED       CGS
 SY1839  HISTORY     - 1948     SEE DESCRIPTION  LOCSUR
 SY1839  HISTORY     - 1962     SEE DESCRIPTION  LOCENG
 SY1839  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 SY1839  HISTORY     - 1976     SEE DESCRIPTION  NGS
 SY1839
 SY1839                          STATION DESCRIPTION
 SY1839
 SY1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (CP)
 SY1839'STATION IS NEAR THE NE CITY LIMITS OF THE CITY OF ABERDEEN,
 SY1839'WASHINGTON, AT A POINT WHERE THE ROAD PARALLELING THE WISHKAH
 SY1839'LEAVES THE RIVER, AND THE RIVER CHANGES ITS COURSE TO A
 SY1839'NORTHWESTERLY DIRECTION.  THE STATION IS ON A CURVE IN THE ROAD
 SY1839'DIRECTLY UNDER A TELEPHONE AND ELECTRIC TRANSMISSION LINE, 31.5
 SY1839'FEET W OF THE BASE OF A 75-FOOT BROWN CLAY CLIFF, 12 FEET W OF
 SY1839'THE CENTER LINE OF THE ROAD, 16 FEET E OF THE BANK OF THE
 SY1839'RIVER.
 SY1839'
 SY1839'THE STATION MARK IS AN 8-INCH CONCRETE PIPE FILLED WITH CONCRETE
 SY1839'SET FLUSH WITH THE GROUND AND CONTAINING A STANDARD DISK STAMPED
 SY1839'FINIS 1941.
 SY1839'
 SY1839'BOTH REFERENCE MARKS ARE STANDARD DISKS IN 8-INCH CONCRETE PIPES
 SY1839'FILLED WITH CEMENT.
 SY1839'
 SY1839'REFERENCE MARK NO.1 IS S OF THE STATION, PROJECTING ABOUT 6
 SY1839'INCHES ABOVE THE GROUND, 6 FEET E OF THE BANK OF THE RIVER,
 SY1839'STAMPED FINIS 1 - 1941.
 SY1839'
 SY1839'REFERENCE MARK NO.2 IS NW OF THE STATION, PROJECTING ABOUT 6
 SY1839'INCHES ABOVE THE GROUND, 5 FEET E OF THE BANK OF THE RIVER,
 SY1839'STAMPED FINIS 2 - 1941.
 SY1839'
 SY1839'THE STATION CAN BE REACHED FROM THE CENTER OF THE BRIDGE OVER
 SY1839'THE WISHKAH RIVER ON E SECOND STREET AND DRIVING N 1.3 MILES TO
 SY1839'THE STATION SITE.
 SY1839'
 SY1839'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 SY1839
 SY1839                          STATION RECOVERY (1948)
 SY1839
 SY1839'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948 (AH)
 SY1839'STATION NOT FOUND.  SO MUCH TALL SECOND GROWTH ALDER HAS GROWN S
 SY1839'OF STATION THAT ITS USE WILL BE VERY DIFFICULT.  IN ADDITION, A
 SY1839'LIGHT FILL AND HEAVY UNDERGROWTH WILL MAKE RECOVERY DIFFICULT.  IT
 SY1839'IS PROBABLY STILL THERE.
 SY1839
 SY1839                          STATION RECOVERY (1962)
 SY1839
 SY1839'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962 (WHT)
 SY1839'RECOVERED BY WEYERHAEUSER.
 SY1839'
 SY1839'STATION MARK HAS BEEN TIPPED OVER BY A ROAD GRADER AND 2/3 OF
 SY1839'THE TABLET HAS BEEN DESTROYED.  THE BOTTOM OF THE CONCRETE IS
 SY1839'VERY CLOSE TO THE ORIGINAL POSITION.  THE STATION MARK IS 3
 SY1839'FT. WEST OF THE EDGE OF THE BLACK TOP, BETWEEN THE ROAD AND THE
 SY1839'RIVER.  REFERENCE MARK 1 WAS NOT FOUND, PROBABLY GRADED INTO THE
 SY1839'RIVER.  REFERENCE MARK 2 IS TIPPED OVER, THE BOTTOM OF THE
 SY1839'CONCRETE IS VERY CLOSE TO THE ORIGINAL POSITION.
 SY1839
 SY1839                          STATION RECOVERY (1974)
 SY1839
 SY1839'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 SY1839'RECOVERED BY ITT RAYONIER.
 SY1839'
 SY1839'THE STATION WAS FOUND IN THE CONDITION DESCRIBED
 SY1839'
 SY1839'REFERENCE MARK NO. 1 IS ASSUMED TO BE LOST.  A TRENCH 18 FEET
 SY1839'LONG AND 18 INCHES DEEP WAS DUG ON AN ARC AT THE STATED DISTANCE
 SY1839'IN SEARCHING FOR THE MARK.
 SY1839'
 SY1839'THE STATION IS 175 FEET NORTH OF POWER POLE XI-70 AND 145 FEET
 SY1839'SOUTH OF POWER POLE XI-71 (PACED DISTANCE).
 SY1839'
 SY1839'TO REACH THE STATION FROM THE ABERDEEN CITY HALL AT THE CORNER
 SY1839'OF EAST MARKET AND I STREETS, GO NORTHEAST ON EAST MARKET STREET
 SY1839'FOR 0.65 MILE TO WHERE EAST MARKET STREET BEGINS TO SWING NORTH
 SY1839'ONTO YOUNG STREET AND CROSSES THE WISHKAH RIVER.  FROM THE NORTH
 SY1839'END OF THE BRIDGE GO 0.45 MILE TO THE END OF YOUNG STREET AND
 SY1839'CONTINUE ON THE BLACK TOP ROAD ALONG THE WISHKAH RIVER FOR 0.65
 SY1839'MILE TO THE STATION (A TOTAL OF 1.1 MILES FROM THE BRIDGE).
 SY1839
 SY1839                          STATION RECOVERY (1976)
 SY1839
 SY1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SY1839'THE STATION MARK AND REFERENCE MARK NO. 2 HAVE BEEN TIPPED
 SY1839'OVER.  REFERENCE MARK NO. 1 WAS NOT FOUND.  POSITION HAS BEEN
 SY1839'LOST EXCEPT POSSIBLY FOR PHOTO CONTROL OR SIMILAR WORK.
 SY1839'
 SY1839'TO REACH THE STATION FROM THE ABERDEEN CITY HALL AT THE CORNER
 SY1839'OF EAST MARKET AND I STREETS, GO NORTHEAST ON EAST MARKET STREET
 SY1839'FOR 0.65 MILE TO THE POINT WHERE EAST MARKET STREET BEGINS TO
 SY1839'SWING NORTH ONTO YOUNG STREET AND CROSSES THE WISHKAH RIVER.  FROM
 SY1839'THE NORTH END OF THE BRIDGE GO 0.45 MILE TO THE END OF YOUNG
 SY1839'STREET AND CONTINUE ON THE BLACKTOP ROAD ALONG THE WISHKAH RIVER
 SY1839'FOR 0.65 MILE TO THE STATION.  A TOTAL DISTANCE OF 1.1 MILES
 SY1839'FROM THE BRIDGE.
 SY1839'
 SY1839'THE STATION IS ABOUT 175 FEET NORTH OF POWER POLE XI-70 AND 145
 SY1839'FEET SOUTH OF POWER POLE XI-71, BETWEEN THE ROAD AND THE RIVER
 SY1839'AND 3 FEET WEST OF THE EDGE OF THE BLACKTOP.
 SY1839'
 SY1839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1839'NORTHEASTERN PART OF ABERDEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1327 ***********************************************************************
 SW1327  DESIGNATION -  FINK
 SW1327  PID         -  SW1327
 SW1327  STATE/COUNTY-  WA/LINCOLN
 SW1327  USGS QUAD   -  MARLIN SW (1979)
 SW1327
 SW1327                         *CURRENT SURVEY CONTROL
 SW1327  ___________________________________________________________________
 SW1327* NAD 83(1991)-  47 16 30.02357(N)    118 53 56.02098(W)     ADJUSTED  
 SW1327* NAVD 88     -       546.     (meters)    1791.     (feet)  SCALED    
 SW1327  ___________________________________________________________________
 SW1327  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 SW1327  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 SW1327
 SW1327  HORZ ORDER  -  SECOND
 SW1327
 SW1327.The horizontal coordinates were established by classical geodetic methods
 SW1327.and adjusted by the National Geodetic Survey in December 1991..
 SW1327
 SW1327.The orthometric height was scaled from a topographic map.
 SW1327
 SW1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1327
 SW1327.The geoid height was determined by GEOID03.
 SW1327
 SW1327;                    North         East     Units Scale Factor Converg.
 SW1327;SPC WA N     -    32,415.759   646,360.887   MT  1.00004956   +1 26 24.8
 SW1327;SPC WA N     -   106,350.70  2,120,602.34   sFT  1.00004956   +1 26 24.8
 SW1327;SPC WA S     -   217,054.973   621,137.551   MT  0.99998718   +1 09 46.9
 SW1327;SPC WA S     -   712,121.19  2,037,848.78   sFT  0.99998718   +1 09 46.9
 SW1327;UTM  11      - 5,237,473.975   356,379.901   MT  0.99985350   -1 23 42.7
 SW1327
 SW1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1327!SPC WA N     -   0.99991758  x   1.00004956  =   0.99996713
 SW1327!SPC WA S     -   0.99991758  x   0.99998718  =   0.99990476
 SW1327!UTM  11      -   0.99991758  x   0.99985350  =   0.99977109
 SW1327
 SW1327:                Primary Azimuth Mark                     Grid Az
 SW1327:SPC WA N     -  FINK AZ MK                               082 30 57.0
 SW1327:SPC WA S     -  FINK AZ MK                               082 47 34.9
 SW1327:UTM  11      -  FINK AZ MK                               085 21 04.5
 SW1327
 SW1327|---------------------------------------------------------------------|
 SW1327| PID    Reference Object                     Distance      Geod. Az  |
 SW1327|                                                           dddmmss.s |
 SW1327| CF1444 FINK AZ MK                                         0835721.8 |
 SW1327| CF1445 FINK AZ MK RESET                                   0902552.5 |
 SW1327| CF1447 FINK RM 2                             7.225 METERS 27035     |
 SW1327| CF1446 FINK RM 1                            10.205 METERS 27039     |
 SW1327|---------------------------------------------------------------------|
 SW1327
 SW1327                          SUPERSEDED SURVEY CONTROL
 SW1327
 SW1327  NAD 83(1986)-  47 16 30.03427(N)    118 53 56.01177(W) AD(       ) 2
 SW1327  NAD 27      -  47 16 30.51040(N)    118 53 52.00020(W) AD(       ) 2
 SW1327
 SW1327.Superseded values are not recommended for survey control.
 SW1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1327.See file dsdata.txt to determine how the superseded data were derived.
 SW1327
 SW1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN5638037474(NAD 83)
 SW1327_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1327
 SW1327  HISTORY     - Date     Condition        Report By
 SW1327  HISTORY     - 1961     MONUMENTED       CGS
 SW1327  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1327
 SW1327                          STATION DESCRIPTION
 SW1327
 SW1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SW1327'THE STATION IS ABOUT 11-1/2 MILES WEST-SOUTHWEST OF ODESSA, 10 MILES
 SW1327'SOUTH-SOUTHEAST OF MARLIN, 9 MILES NORTHEAST OF RUFF AND ON PROPERTY
 SW1327'OWNED BY MR. REUBEN FINK.
 SW1327'
 SW1327'TO REACH THE STATION FROM THE RAILROAD CROSSING IN WHEELER, GO EAST
 SW1327'FOR 8.45 MILES TO A CROSSROAD, TURN LEFT, NORTH, ON PAVED ROAD FOR
 SW1327'9.35 MILES TO A CROSSROAD, TURN RIGHT, EAST, FOR 4.2 MILES TO A
 SW1327'CROSSROAD, TURN LEFT, NORTH, FOR 1.0 MILE TO A SIDE ROAD RIGHT, TURN
 SW1327'RIGHT, EAST, FOR 0.8 MILE TO MR. FINKS RESIDENCE AND THE STATION AT
 SW1327'THE SOUTHEAST END OF THE IMPLEMENT SHED.  CONTINUE EAST ON THE
 SW1327'GRAVELED ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH,
 SW1327'SIDE OF THE ROAD.
 SW1327'
 SW1327'THE STATION IS 7 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 SW1327'IMPLEMENT BUILDING, 7 FEET NORTHWEST OF A FENCE CORNER AND 2.6 FEET
 SW1327'SOUTHEAST OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 SW1327'STAMPED FINK 1961.
 SW1327'
 SW1327'REFERENCE MARK 1 IS 38 FEET WEST BY SOUTH OF THE SOUTHEAST CORNER OF
 SW1327'THE BUILDING, 31.6 FEET WEST OF THE WITNESS POST AND 30 FEET EAST
 SW1327'BY SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING.  THE MONUMENT IS
 SW1327'FLUSH AND THE DISK IS STAMPED FINK NO 1 1961.
 SW1327'
 SW1327'REFERENCE MARK 2 IS 28.6 FEET WEST BY SOUTH OF THE SOUTHEAST CORNER
 SW1327'OF THE BUILDING, 21.9 FEET WEST OF THE WITNESS POST AND 2.5 FEET
 SW1327'EAST OF THE WEST EDGE OF A CONCRETE APRON.  IT IS A STANDARD BRONZE
 SW1327'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE APRON AND STAMPED FINK
 SW1327'NO 2 1961.
 SW1327'
 SW1327'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 SW1327'2 FEET WEST OF A POWER POLE AND 1.6 FEET EAST OF A WITNESS POST.
 SW1327'THE MONUMENT PROJECTS 0.1 FOOT AND THE DISK IS STAMPED FINK 1961.
 SW1327'
 SW1327'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 SW1327
 SW1327                          STATION RECOVERY (1965)
 SW1327
 SW1327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1327'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS
 SW1327'DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND.  A NEW AZIMUTH MARK
 SW1327'WAS ESTABLISHED.
 SW1327'
 SW1327'TO REACH THE STATION FROM THE POST OFFICE IN ODESSA, GO WEST ON
 SW1327'STATE HIGHWAY 28 FOR 5.55 MILES, TURN LEFT AND GO SOUTH ON A
 SW1327'BLACKTOP ROAD FOR 2.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 SW1327'WEST 4.2 MILES TO A FARMYARD ON THE LEFT AND THE STATION NEAR THE
 SW1327'SOUTHEAST CORNER OF THE CONCRETE-BLOCK MACHINE SHED AT THE SOUTHEAST
 SW1327'CORNER OF THE FARMYARD.
 SW1327'
 SW1327'STATION MARK AND BOTH REFERENCE MARKS ARE ABOUT 5.5 FEET SOUTH OF
 SW1327'THE SOUTH SIDE OF THE CONCRETE-BLOCK BUILDING.
 SW1327'
 SW1327'THE AZIMUTH MARK, STAMPED FINK AZI RESET 1965, IS A REFERENCE MARK
 SW1327'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SW1327'302 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 34 FEET WEST OF
 SW1327'THE CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT NORTH OF POWER POLE
 SW1327'NO. F 227 S 1.
 SW1327'
 SW1327'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 2.2 MILES TO
 SW1327'A CROSSROAD WITH A POWER SUB-STATION IN THE NORTHEAST ANGLE AND THE
 SW1327'AZIMUTH MARK 302 FEET SOUTH OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1318 ***********************************************************************
 SW1318  DESIGNATION -  FINKS WINDMILL
 SW1318  PID         -  SW1318
 SW1318  STATE/COUNTY-  WA/LINCOLN
 SW1318  USGS QUAD   -  IRBY (1968)
 SW1318
 SW1318                         *CURRENT SURVEY CONTROL
 SW1318  ___________________________________________________________________
 SW1318* NAD 83(1991)-  47 16 28.49399(N)    118 50 11.32971(W)     ADJUSTED  
 SW1318* NAVD 88     -                                                        
 SW1318  ___________________________________________________________________
 SW1318  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 SW1318  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 SW1318
 SW1318  HORZ ORDER  -  THIRD
 SW1318
 SW1318.The horizontal coordinates were established by classical geodetic methods
 SW1318.and adjusted by the National Geodetic Survey in December 1991..
 SW1318
 SW1318
 SW1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1318
 SW1318.The geoid height was determined by GEOID03.
 SW1318
 SW1318;                    North         East     Units Scale Factor Converg.
 SW1318;SPC WA N     -    32,489.153   651,083.372   MT  1.00004967   +1 29 12.1
 SW1318;SPC WA N     -   106,591.50  2,136,096.03   sFT  1.00004967   +1 29 12.1
 SW1318;SPC WA S     -   217,105.469   625,860.041   MT  0.99998709   +1 12 30.1
 SW1318;SPC WA S     -   712,286.86  2,053,342.48   sFT  0.99998709   +1 12 30.1
 SW1318;UTM  11      - 5,237,313.679   361,099.270   MT  0.99983711   -1 20 57.5
 SW1318
 SW1318                          SUPERSEDED SURVEY CONTROL
 SW1318
 SW1318  NAD 83(1986)-  47 16 28.50484(N)    118 50 11.32035(W) AD(       ) 4
 SW1318  NAD 27      -  47 16 28.98000(N)    118 50 07.31300(W) AD(       ) 3
 SW1318
 SW1318.Superseded values are not recommended for survey control.
 SW1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1318.See file dsdata.txt to determine how the superseded data were derived.
 SW1318
 SW1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN6109937314(NAD 83)
 SW1318_MARKER: 66 = WINDMILL
 SW1318
 SW1318  HISTORY     - Date     Condition        Report By
 SW1318  HISTORY     - 1925     FIRST OBSERVED   CGS
 SW1318
 SW1318                          STATION DESCRIPTION
 SW1318
 SW1318'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0955 ***********************************************************************
 TP0955  DESIGNATION -  FINLEY
 TP0955  PID         -  TP0955
 TP0955  STATE/COUNTY-  WA/FERRY
 TP0955  USGS QUAD   -  BANGS MOUNTAIN (1992)
 TP0955
 TP0955                         *CURRENT SURVEY CONTROL
 TP0955  ___________________________________________________________________
 TP0955* NAD 83(1991)-  48 36 26.41099(N)    118 08 50.89051(W)     ADJUSTED  
 TP0955* NAVD 88     -       669.8    (meters)    2198.     (feet)  VERTCON   
 TP0955  ___________________________________________________________________
 TP0955  LAPLACE CORR-         -13.22  (seconds)                    DEFLEC99
 TP0955  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 TP0955
 TP0955  HORZ ORDER  -  SECOND
 TP0955
 TP0955.The horizontal coordinates were established by classical geodetic methods
 TP0955.and adjusted by the National Geodetic Survey in December 1991..
 TP0955
 TP0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0955
 TP0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0955
 TP0955.The geoid height was determined by GEOID03.
 TP0955
 TP0955;                    North         East     Units Scale Factor Converg.
 TP0955;SPC WA N     -   182,168.253   698,025.298   MT  0.99997874   +1 59 58.8
 TP0955;SPC WA N     -   597,663.68  2,290,104.67   sFT  0.99997874   +1 59 58.8
 TP0955;UTM  11      - 5,384,442.185   415,414.110   MT  0.99968790   -0 51 39.2
 TP0955
 TP0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0955!SPC WA N     -   0.99989776  x   0.99997874  =   0.99987650
 TP0955!UTM  11      -   0.99989776  x   0.99968790  =   0.99958569
 TP0955
 TP0955:                Primary Azimuth Mark                     Grid Az
 TP0955:SPC WA N     -  BISBEE                                   017 37 11.8
 TP0955:UTM  11      -  BISBEE                                   020 28 49.8
 TP0955
 TP0955|---------------------------------------------------------------------|
 TP0955| PID    Reference Object                     Distance      Geod. Az  |
 TP0955|                                                           dddmmss.s |
 TP0955| TP0963 BISBEE                              APPROX. 2.9 KM 0193710.6 |
 TP0955| TP1022 BARN CUPOLA                         APPROX.42.1 KM 1811642.5 |
 TP0955| CF1448 FINLEY RM 1                          22.742 METERS 21401     |
 TP0955|---------------------------------------------------------------------|
 TP0955
 TP0955                          SUPERSEDED SURVEY CONTROL
 TP0955
 TP0955  NAD 83(1986)-  48 36 26.41310(N)    118 08 50.88833(W) AD(       ) 2
 TP0955  NAD 27      -  48 36 26.76400(N)    118 08 46.92000(W) AD(       ) 2
 TP0955  NGVD 29 (07/19/86)  668.6    (m)         2194.     (f) VERT ANG       
 TP0955
 TP0955.Superseded values are not recommended for survey control.
 TP0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0955.See file dsdata.txt to determine how the superseded data were derived.
 TP0955
 TP0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1541484442(NAD 83)
 TP0955_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0955_SETTING: 66 = SET IN ROCK OUTCROP
 TP0955_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0955
 TP0955  HISTORY     - Date     Condition        Report By
 TP0955  HISTORY     - 1936     MONUMENTED       BOR
 TP0955
 TP0955                          STATION DESCRIPTION
 TP0955
 TP0955'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0955'STATION IS LOCATED ABOUT 1,000 FEET NE OF 1/4 SEC. 21-22, T. 36 N.,
 TP0955'R. 37 E. WM, ON ONE OF SEVERAL ROCKY LEDGES FACING THE COLUMBIA
 TP0955'RIVER, AND ABOUT 600 FEET W AND 250 FEET IN ELEVATION ABOVE OLD
 TP0955'ORCHARD ON LOWER BENCH.  LARGE PROMINENT WHITE GRANITE OUTCROPS
 TP0955'ARE 100 FEET NE AND 200 FEET N OF STATION.  OLD HOMESTEAD
 TP0955'BUILDINGS ARE 700 FEET SW.  3/8 MILE SW TO FINLEY RANCH
 TP0955'HOUSE.  STATION IS BUILT UP ON E SIDE WITH ROCKWORK.
 TP0955'
 TP0955'STATION MARK IS SET ACCORDING TO NOTE 3.
 TP0955'
 TP0955'REFERENCE MARK IS A CROSS IN A TRIANGLE IN WHITE GRANITE OUTCROP,
 TP0955'ABOUT 100 FEET N OF STATION.  NOTE 20A.
 TP0955'
 TP0955'THERE IS A TRIANGULAR BLAZE IN AN 18-INCH PINE 30 FEET N OF
 TP0955'STATION.
 TP0955'
 TP0955'TO REACH STATION FROM W END OF KETTLE FALLS BRIDGE, TURN S ON
 TP0955'GRAVEL ROAD.  AT 1.85 TAKE RIGHT FORK AT RANCH.  AT 2.40 TAKE
 TP0955'RIGHT FORK.  AT 3.30 GO THROUGH GATE.  AND AT 3.60 LEAVE CAR AT
 TP0955'RANCH.  PROCEED ON FOOT 3/8 MILE ALONG SIDEHILL NE TO STATION.
 TP0955'
 TP0955'HEIGHT OF STAND ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1168 ***********************************************************************
 SC1168  DESIGNATION -  FINN HILL
 SC1168  PID         -  SC1168
 SC1168  STATE/COUNTY-  WA/LEWIS
 SC1168  USGS QUAD   -  WINLOCK (1993)
 SC1168
 SC1168                         *CURRENT SURVEY CONTROL
 SC1168  ___________________________________________________________________
 SC1168* NAD 83(1991)-  46 26 56.60146(N)    122 56 01.25191(W)     ADJUSTED  
 SC1168* NAVD 88     -       135.884  (meters)     445.81   (feet)  ADJUSTED  
 SC1168  ___________________________________________________________________
 SC1168  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 SC1168  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 SC1168  DYNAMIC HT  -         135.895 (meters)     445.85  (feet)  COMP
 SC1168  MODELED GRAV-     980,692.9   (mgal)                       NAVD 88
 SC1168
 SC1168  HORZ ORDER  -  SECOND
 SC1168  VERT ORDER  -  FIRST     CLASS II
 SC1168
 SC1168.The horizontal coordinates were established by classical geodetic methods
 SC1168.and adjusted by the National Geodetic Survey in December 1991..
 SC1168
 SC1168.The orthometric height was determined by differential leveling
 SC1168.and adjusted by the National Geodetic Survey in June 1991..
 SC1168
 SC1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1168
 SC1168.The geoid height was determined by GEOID03.
 SC1168
 SC1168.The dynamic height is computed by dividing the NAVD 88
 SC1168.geopotential number by the normal gravity value computed on the
 SC1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC1168.degrees latitude (g = 980.6199 gals.).
 SC1168
 SC1168.The modeled gravity was interpolated from observed gravity values.
 SC1168
 SC1168;                    North         East     Units Scale Factor Converg.
 SC1168;SPC WA S     -   126,896.280   313,055.031   MT  0.99991740   -1 46 04.1
 SC1168;SPC WA S     -   416,325.55  1,027,081.38   sFT  0.99991740   -1 46 04.1
 SC1168;UTM  10      - 5,143,944.794   505,093.526   MT  0.99960032   +0 02 53.0
 SC1168
 SC1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1168!SPC WA S     -   0.99998207  x   0.99991740  =   0.99989947
 SC1168!UTM  10      -   0.99998207  x   0.99960032  =   0.99958239
 SC1168
 SC1168:                Primary Azimuth Mark                     Grid Az
 SC1168:SPC WA S     -  FINN HILL AZ MK                          047 46 46.8
 SC1168:UTM  10      -  FINN HILL AZ MK                          045 57 49.7
 SC1168
 SC1168|---------------------------------------------------------------------|
 SC1168| PID    Reference Object                     Distance      Geod. Az  |
 SC1168|                                                           dddmmss.s |
 SC1168| CE3559 FINN HILL AZ MK                                    0460042.7 |
 SC1168| CE3560 FINN HILL RM 1                       31.166 METERS 14720     |
 SC1168| CE3561 FINN HILL RM 2                       33.894 METERS 25824     |
 SC1168|---------------------------------------------------------------------|
 SC1168
 SC1168                          SUPERSEDED SURVEY CONTROL
 SC1168
 SC1168  NAD 83(1991)-  46 26 56.60257(N)    122 56 01.25003(W) AD(       ) 2
 SC1168  NAD 83(1986)-  46 26 56.61554(N)    122 56 01.25684(W) AD(       ) 2
 SC1168  NAD 27      -  46 26 57.23040(N)    122 55 56.82411(W) AD(       ) 2
 SC1168  NGVD 29 (05/16/90)  134.849  (m)          442.42   (f) ADJUSTED    1 2
 SC1168
 SC1168.Superseded values are not recommended for survey control.
 SC1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1168.See file dsdata.txt to determine how the superseded data were derived.
 SC1168
 SC1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES0509443945(NAD 83)
 SC1168_MARKER: DS = TRIANGULATION STATION DISK
 SC1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC1168_SP_SET: CONCRETE POST
 SC1168_STAMPING: FINN HILL 1947
 SC1168_MARK LOGO: CGS   
 SC1168_PROJECTION: RECESSED 43 CENTIMETERS
 SC1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC1168+STABILITY: SURFACE MOTION
 SC1168
 SC1168  HISTORY     - Date     Condition        Report By
 SC1168  HISTORY     - 1947     MONUMENTED       CGS
 SC1168  HISTORY     - 1953     GOOD             USGS
 SC1168  HISTORY     - 1959     GOOD             CGS
 SC1168  HISTORY     - 1987     GOOD             NGS
 SC1168
 SC1168                          STATION DESCRIPTION
 SC1168
 SC1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SC1168'STATION IS ON FINN HILL, A FLAT RIDGE, WITH SECOND GROWTH TIMBER
 SC1168'SCATTERED WITH THE ORIGINAL STAND.  ABOUT 3 MILES SOUTH OF
 SC1168'WINLOCK, 3-1/2 MILES NORTHEAST OF VADER, AT THE INTERSECTION OF
 SC1168'FINN ROAD AND MILITARY ROAD.
 SC1168'
 SC1168'THE STATION IS A STANDARD DISK STAMPED FINN HILL 1947, SET IN A
 SC1168'ROUND MASS OF CONCRETE ABOUT 18 INCHES BELOW THE GROUND.  IT IS
 SC1168'41.2 FEET NORTH OF FINN ROAD, 62.8 FEET EAST OF THE CENTERLINE OF
 SC1168'MILITARY ROAD, AND 18.0 FEET NORTH OF WHITE WITNESS POST.
 SC1168'
 SC1168'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED FINN HILL NO
 SC1168'1 1947, SET IN A 8 INCH SQUARE CONCRETE POST, PROJECTING 3 INCHES
 SC1168'AND STATION ELEVATION.  IT IS 22.9 FEET EAST OF THE CENTERLINE OF
 SC1168'MILITARY ROAD.
 SC1168'
 SC1168'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED FINN HILL NO 2
 SC1168'1947, SET IN A 8 INCH SQUARE CONCRETE POST, PROJECTING 3 INCHES
 SC1168'AND 2 FEET HIGHER THAN STATION.  IT IS 17.9 FEET NORTH OF FINN
 SC1168'ROAD, AND IN A EAST-WEST FENCELINE.
 SC1168'
 SC1168'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FINN HILL 1947,
 SC1168'WELDED TO THE TOP OF A 3 INCH IRON SOIL PIPE, PROJECTING 4
 SC1168'INCHES.  IT IS 16.8 FEET WEST OF A DIRT TRACK ROAD, AND 1 FOOT
 SC1168'SOUTH OF A WIRE FENCE.
 SC1168'
 SC1168'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON
 SC1168'MILITARY ROAD FOR 0.7 MILE TO A T ROAD.
 SC1168'
 SC1168'THE SUB. STA. IS ON PHOTO NUMBER 101V-141A.  IT IS THE CENTER OF
 SC1168'ROAD INTERSECTION, AND THE SAME ELEVATION AS THE STATION.
 SC1168'
 SC1168'TO REACH THE STATION FROM THE U.S. POSTOFFICE IN WINLOCK GO SOUTH
 SC1168'FOR 1 BLOCK, TURN RIGHT AND GO 0.05 MILE, TURN LEFT BEFORE CROSSING
 SC1168'RAILROAD TRACKS AND GO SOUTH FOR 3.2 MILES.  TURN LEFT, EAST, ONTO
 SC1168'FINN ROAD AND GO 1.2 MILES TO THE INTERSECTION OF MILITARY ROAD
 SC1168'AND STATION ON THE LEFT.
 SC1168
 SC1168                          STATION RECOVERY (1953)
 SC1168
 SC1168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 SC1168'STATION RECOVERED IN GOOD CONDITION.
 SC1168'
 SC1168'THE STATION IS NOW AT THE INTERSECTION OF MC GLAUGHLIN ROAD AND
 SC1168'SOUTH MILITARY ROAD.
 SC1168
 SC1168                          STATION RECOVERY (1959)
 SC1168
 SC1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WTJ)
 SC1168'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 SC1168'RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION IS COMPLETE AND
 SC1168'ADEQUATE, WITH THE FOLLOWING EXCEPTIONS--
 SC1168'
 SC1168'THE STATION IS 62.8 FEET WEST OF MILITARY ROAD (NOT EAST).
 SC1168
 SC1168                          STATION RECOVERY (1987)
 SC1168
 SC1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 SC1168'8.4 KM (5.20 MI) SOUTH FROM WINLOCK.
 SC1168'3.6 KM (2.25 MI) SOUTHEAST ALONG STATE HIGHWAY 603 FROM THE CROSSING
 SC1168'OF THE BURLINGTON NORTHERN-UNION PACIFIC RAILROAD IN WINLOCK, THENCE
 SC1168'4.75 KM (2.95 MI) SOUTH ALONG SOUTH MILITARY ROAD, 11.3 M (37.1 FT)
 SC1168'NORTH OF THE CENTERLINE OF MCGLAUGHLIN ROAD, 22.1 M (72.5 FT) WEST OF
 SC1168'THE CENTERLINE OF MILITARY ROAD, 0.48 M (1.6 FT) NORTH OF AN 0.6 M
 SC1168'(2.0 FT) DIAMETER SPRUCE TREE.
 SC1168'THE MARK IS 0.85 METERS  S FROM  A WITNESS POST
 SC1168'THE MARK IS ABOVE LEVEL WITH MILITARY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1242 ***********************************************************************
 TP1242  DESIGNATION -  FIR
 TP1242  PID         -  TP1242
 TP1242  STATE/COUNTY-  WA/FERRY
 TP1242  USGS QUAD   -  VULCAN MOUNTAIN (1992)
 TP1242
 TP1242                         *CURRENT SURVEY CONTROL
 TP1242  ___________________________________________________________________
 TP1242* NAD 83(1991)-  48 59 21.77727(N)    118 38 56.12484(W)     ADJUSTED  
 TP1242* NAVD 88     -      1603.     (meters)    5259.     (feet)  SCALED    
 TP1242  ___________________________________________________________________
 TP1242  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 TP1242  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 TP1242
 TP1242  HORZ ORDER  -  THIRD
 TP1242
 TP1242.The horizontal coordinates were established by classical geodetic methods
 TP1242.and adjusted by the National Geodetic Survey in December 1991..
 TP1242
 TP1242.The orthometric height was scaled from a topographic map.
 TP1242
 TP1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1242
 TP1242.The geoid height was determined by GEOID03.
 TP1242
 TP1242;                    North         East     Units Scale Factor Converg.
 TP1242;SPC WA N     -   223,467.598   659,858.996   MT  1.00005825   +1 37 34.8
 TP1242;SPC WA N     -   733,159.94  2,164,887.39   sFT  1.00005825   +1 37 34.8
 TP1242;UTM  11      - 5,427,585.485   379,370.227   MT  0.99977876   -1 14 39.9
 TP1242
 TP1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1242!SPC WA N     -   0.99975146  x   1.00005825  =   0.99980970
 TP1242!UTM  11      -   0.99975146  x   0.99977876  =   0.99953028
 TP1242
 TP1242:                Primary Azimuth Mark                     Grid Az
 TP1242:SPC WA N     -  WHITE RESET                              257 36 34.8
 TP1242:UTM  11      -  WHITE RESET                              260 28 49.5
 TP1242
 TP1242|---------------------------------------------------------------------|
 TP1242| PID    Reference Object                     Distance      Geod. Az  |
 TP1242|                                                           dddmmss.s |
 TP1242| TP1099 WHITE RESET                         APPROX. 2.7 KM 2591409.6 |
 TP1242|---------------------------------------------------------------------|
 TP1242
 TP1242                          SUPERSEDED SURVEY CONTROL
 TP1242
 TP1242  NAD 83(1986)-  48 59 21.77746(N)    118 38 56.12169(W) AD(       ) 3
 TP1242
 TP1242.Superseded values are not recommended for survey control.
 TP1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1242.See file dsdata.txt to determine how the superseded data were derived.
 TP1242
 TP1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULQ7937027585(NAD 83)
 TP1242_MARKER: DD = SURVEY DISK
 TP1242_SETTING: 80 = SET IN A BOULDER
 TP1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1242+STABILITY: SURFACE MOTION
 TP1242
 TP1242  HISTORY     - Date     Condition        Report By
 TP1242  HISTORY     - 1904     MONUMENTED       IBC
 TP1242  HISTORY     - 1930     GOOD             IBC
 TP1242
 TP1242                          STATION DESCRIPTION
 TP1242
 TP1242'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1904 (CHS)
 TP1242'ABOUT THREE - FOURTHS MILE SOUTH OF THE INTERNATIONAL BOUNDARY ON A
 TP1242'WOODED PEAK ON THE MAIN RIDGE RUNNING NEARLY NORTH AND SOUTH ACROSS
 TP1242'THE BOUNDARY ABOUT HALF WAY BETWEEN DANVILLE, WASHINGTON, AND MIDWAY,
 TP1242'BRITISH COLUMBIA.  THE STATION CAN BE BEST REACHED BY FOLLOWING AROUND
 TP1242'THE RIDGE FROM THE CITY OF PARIS MINE.
 TP1242'
 TP1242'STATION MARK--AN ALUMINUM DISK SET IN SOLID LIMESTONE.
 TP1242
 TP1242                          STATION RECOVERY (1930)
 TP1242
 TP1242'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1930
 TP1242'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3322 ***********************************************************************
 SY3322  DESIGNATION -  FIR 1878
 SY3322  PID         -  SY3322
 SY3322  STATE/COUNTY-  WA/MASON
 SY3322  USGS QUAD   -  SQUAXIN ISLAND (1994)
 SY3322
 SY3322                         *CURRENT SURVEY CONTROL
 SY3322  ___________________________________________________________________
 SY3322* NAD 83(1991)-  47 14 10.96846(N)    122 55 32.53174(W)     ADJUSTED  
 SY3322* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3322  ___________________________________________________________________
 SY3322  LAPLACE CORR-          -7.63  (seconds)                    DEFLEC99
 SY3322  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 SY3322
 SY3322  HORZ ORDER  -  THIRD
 SY3322
 SY3322.The horizontal coordinates were established by classical geodetic methods
 SY3322.and adjusted by the National Geodetic Survey in December 1991..
 SY3322
 SY3322.The orthometric height was scaled from a topographic map.
 SY3322
 SY3322.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3322
 SY3322.The geoid height was determined by GEOID03.
 SY3322
 SY3322;                    North         East     Units Scale Factor Converg.
 SY3322;SPC WA S     -   214,355.193   316,358.718   MT  0.99997926   -1 45 43.3
 SY3322;SPC WA S     -   703,263.66  1,037,920.23   sFT  0.99997926   -1 45 43.3
 SY3322;UTM  10      - 5,231,435.398   505,623.492   MT  0.99960039   +0 03 16.4
 SY3322
 SY3322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3322!SPC WA S     -   1.00000314  x   0.99997926  =   0.99998240
 SY3322!UTM  10      -   1.00000314  x   0.99960039  =   0.99960353
 SY3322
 SY3322                          SUPERSEDED SURVEY CONTROL
 SY3322
 SY3322  NAD 83(1986)-  47 14 10.96592(N)    122 55 32.53944(W) AD(       ) 3
 SY3322  NAD 27      -  47 14 11.62100(N)    122 55 28.04300(W) AD(       ) 3
 SY3322
 SY3322.Superseded values are not recommended for survey control.
 SY3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3322.See file dsdata.txt to determine how the superseded data were derived.
 SY3322
 SY3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0562331435(NAD 83)
 SY3322
 SY3322  HISTORY     - Date     Condition        Report By
 SY3322  HISTORY     - 1878     MONUMENTED       CGS
 SY3322  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3322
 SY3322                          STATION DESCRIPTION
 SY3322
 SY3322'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (EE)
 SY3322'SEE STATION ALA FOR ORIGINAL DESCRIPTION
 SY3322
 SY3322                          STATION RECOVERY (1936)
 SY3322
 SY3322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3322'RECOVERED.  SEE DESCRIPTION OF STATION ALA.
 SY3322'
 SY3322'OLD DESCRIPTION IS GOOD EXCEPT BLAZES AND WITNESS STUBS ARE
 SY3322'GONE.  THE FIRS GROWING OUT OF THE EDGE OF BANK ARE DEAD.  STATION
 SY3322'IS 2 METERS FROM EDGE OF BANK AND 6.5 METERS INSHORE FROM A
 SY3322'FIR STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0128 ***********************************************************************
 TR0128  DESIGNATION -  FIR AZ MK
 TR0128  PID         -  TR0128
 TR0128  STATE/COUNTY-  WA/SKAGIT
 TR0128  USGS QUAD   -  CONWAY (1981)
 TR0128
 TR0128                         *CURRENT SURVEY CONTROL
 TR0128  ___________________________________________________________________
 TR0128* NAD 83(1986)-  48 20 13.     (N)    122 20 35.     (W)     SCALED    
 TR0128* NAVD 88     -         4.438  (meters)      14.56   (feet)  POSTED    
 TR0128  ___________________________________________________________________
 TR0128  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 TR0128  DYNAMIC HT  -           4.440 (meters)      14.57  (feet)  COMP
 TR0128  MODELED GRAV-     980,842.6   (mgal)                       NAVD 88
 TR0128
 TR0128  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 TR0128
 TR0128.The horizontal coordinates were scaled from a topographic map and have
 TR0128.an estimated accuracy of +/- 6 seconds.
 TR0128
 TR0128.The orthometric height was determined by differential leveling
 TR0128.and adjusted by the National Geodetic Survey in 1992..
 TR0128.No vertical observational check was made to the station.
 TR0128.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TR0128.was located on a no-check spur therefore a value was not computed.
 TR0128
 TR0128.The geoid height was determined by GEOID03.
 TR0128
 TR0128.The dynamic height is computed by dividing the NAVD 88
 TR0128.geopotential number by the normal gravity value computed on the
 TR0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0128.degrees latitude (g = 980.6199 gals.).
 TR0128
 TR0128.The modeled gravity was interpolated from observed gravity values.
 TR0128
 TR0128;                    North         East    Units  Estimated Accuracy
 TR0128;SPC WA N     -   149,740.      388,090.      MT  (+/- 180 meters Scaled)
 TR0128
 TR0128                          SUPERSEDED SURVEY CONTROL
 TR0128
 TR0128  NGVD 29 (??/??/92)    3.300  (m)           10.83   (f) ADJ UNCH    1 2
 TR0128
 TR0128.Superseded values are not recommended for survey control.
 TR0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0128.See file dsdata.txt to determine how the superseded data were derived.
 TR0128
 TR0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU486539(NAD 83)
 TR0128_MARKER: DZ = AZIMUTH MARK DISK
 TR0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0128_STAMPING: FIR 1942
 TR0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0128+STABILITY: SURFACE MOTION
 TR0128
 TR0128  HISTORY     - Date     Condition        Report By
 TR0128  HISTORY     - 1942     MONUMENTED       CGS
 TR0128  HISTORY     - 1952     GOOD             NGS
 TR0128  HISTORY     - 1973     MARK NOT FOUND   NGS
 TR0128
 TR0128                          STATION DESCRIPTION
 TR0128
 TR0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0128'0.2 MI S FROM CONWAY.
 TR0128'0.2 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE POST OFFICE
 TR0128'AT CONWAY, 0.2 MILE SOUTH OF FIR TRIANGULATION STATION, 38 FEET
 TR0128'SOUTHWEST OF THE APPROXIMATE CENTER OF BRIDGE NO. 62.30, 29.0 FEET
 TR0128'WEST OF THE WEST RAIL, 19.6 FEET EAST OF THE SOUTHWEST CORNER OF A
 TR0128'GARAGE TO A LARGE WHITE FARMHOUSE, 14 1/2 FEET NORTH OF A TELEPHONE
 TR0128'POLE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 TR0128'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 TR0128'THE GROUND.
 TR0128
 TR0128                          STATION RECOVERY (1973)
 TR0128
 TR0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TR0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0109 ***********************************************************************
 TR0109  DESIGNATION -  FIR RM 1
 TR0109  PID         -  TR0109
 TR0109  STATE/COUNTY-  WA/SKAGIT
 TR0109  USGS QUAD   -  CONWAY (1981)
 TR0109
 TR0109                         *CURRENT SURVEY CONTROL
 TR0109  ___________________________________________________________________
 TR0109* NAD 83(1986)-  48 20 24.     (N)    122 20 35.     (W)     SCALED    
 TR0109* NAVD 88     -         2.738  (meters)       8.98   (feet)  ADJUSTED  
 TR0109  ___________________________________________________________________
 TR0109  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 TR0109  DYNAMIC HT  -           2.739 (meters)       8.99  (feet)  COMP
 TR0109  MODELED GRAV-     980,843.3   (mgal)                       NAVD 88
 TR0109
 TR0109  VERT ORDER  -  FIRST     CLASS I
 TR0109
 TR0109.The horizontal coordinates were scaled from a topographic map and have
 TR0109.an estimated accuracy of +/- 6 seconds.
 TR0109
 TR0109.The orthometric height was determined by differential leveling
 TR0109.and adjusted by the National Geodetic Survey in June 1991..
 TR0109
 TR0109.The geoid height was determined by GEOID03.
 TR0109
 TR0109.The dynamic height is computed by dividing the NAVD 88
 TR0109.geopotential number by the normal gravity value computed on the
 TR0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0109.degrees latitude (g = 980.6199 gals.).
 TR0109
 TR0109.The modeled gravity was interpolated from observed gravity values.
 TR0109
 TR0109;                    North         East    Units  Estimated Accuracy
 TR0109;SPC WA N     -   150,080.      388,090.      MT  (+/- 180 meters Scaled)
 TR0109
 TR0109                          SUPERSEDED SURVEY CONTROL
 TR0109
 TR0109  NGVD 29 (??/??/92)    1.586  (m)            5.20   (f) ADJ UNCH    1 1
 TR0109
 TR0109.Superseded values are not recommended for survey control.
 TR0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0109.See file dsdata.txt to determine how the superseded data were derived.
 TR0109
 TR0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU486542(NAD 83)
 TR0109_MARKER: DR = REFERENCE MARK DISK
 TR0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0109_SP_SET: FOUNDATION
 TR0109_STAMPING: FIR NO 1 1942
 TR0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0109+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2006
 TR0109
 TR0109  HISTORY     - Date     Condition        Report By
 TR0109  HISTORY     - 1942     MONUMENTED       CGS
 TR0109  HISTORY     - 1973     GOOD             NGS
 TR0109  HISTORY     - 1984     GOOD             NGS
 TR0109  HISTORY     - 20060205 GOOD             USPSQD
 TR0109
 TR0109                          STATION DESCRIPTION
 TR0109
 TR0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0109'IN CONWAY.
 TR0109'AT CONWAY, AT THE SUND BUILDING AT 1668 THRU 1664 SPRUCE STREET, IN
 TR0109'THE TOP AND 1.0 FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 TR0109'FOUNDATION OF THE BUILDING, 61.1 FEET SOUTH OF RM 2, 225 FEET WEST OF
 TR0109'THE WEST RAIL OF THE MAIN TRACK OF THE BURLINGTON-NORTHERN RAILROAD,
 TR0109'90 1/2 FEET SOUTH OF THE CENTER LINE OF SPRUCE STREET, 131 FEET EAST
 TR0109'OF THE CENTER LINE OF SECOND STREET, AND ABOUT LEVEL WITH THE STREETS.
 TR0109'SEC 19, T 33N, R 4E.
 TR0109
 TR0109                          STATION RECOVERY (1984)
 TR0109
 TR0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TR0109'RECOVERED IN GOOD CONDITION.
 TR0109
 TR0109                          STATION RECOVERY (2006)
 TR0109
 TR0109'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0110 ***********************************************************************
 TR0110  DESIGNATION -  FIR RM 2
 TR0110  PID         -  TR0110
 TR0110  STATE/COUNTY-  WA/SKAGIT
 TR0110  USGS QUAD   -  CONWAY (1981)
 TR0110
 TR0110                         *CURRENT SURVEY CONTROL
 TR0110  ___________________________________________________________________
 TR0110* NAD 83(1986)-  48 20 24.     (N)    122 20 35.     (W)     SCALED    
 TR0110* NAVD 88     -         2.748  (meters)       9.02   (feet)  ADJUSTED  
 TR0110  ___________________________________________________________________
 TR0110  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 TR0110  DYNAMIC HT  -           2.749 (meters)       9.02  (feet)  COMP
 TR0110  MODELED GRAV-     980,843.3   (mgal)                       NAVD 88
 TR0110
 TR0110  VERT ORDER  -  FIRST     CLASS I
 TR0110
 TR0110.The horizontal coordinates were scaled from a topographic map and have
 TR0110.an estimated accuracy of +/- 6 seconds.
 TR0110
 TR0110.The orthometric height was determined by differential leveling
 TR0110.and adjusted by the National Geodetic Survey in June 1991..
 TR0110
 TR0110.The geoid height was determined by GEOID03.
 TR0110
 TR0110.The dynamic height is computed by dividing the NAVD 88
 TR0110.geopotential number by the normal gravity value computed on the
 TR0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0110.degrees latitude (g = 980.6199 gals.).
 TR0110
 TR0110.The modeled gravity was interpolated from observed gravity values.
 TR0110
 TR0110;                    North         East    Units  Estimated Accuracy
 TR0110;SPC WA N     -   150,080.      388,090.      MT  (+/- 180 meters Scaled)
 TR0110
 TR0110                          SUPERSEDED SURVEY CONTROL
 TR0110
 TR0110  NGVD 29 (??/??/92)    1.596  (m)            5.24   (f) ADJ UNCH    1 1
 TR0110
 TR0110.Superseded values are not recommended for survey control.
 TR0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0110.See file dsdata.txt to determine how the superseded data were derived.
 TR0110
 TR0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU486542(NAD 83)
 TR0110_MARKER: DR = REFERENCE MARK DISK
 TR0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TR0110_SP_SET: BUILDING
 TR0110_STAMPING: FIR NO 2 1942
 TR0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TR0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0110+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2006
 TR0110
 TR0110  HISTORY     - Date     Condition        Report By
 TR0110  HISTORY     - 1942     MONUMENTED       CGS
 TR0110  HISTORY     - 1973     GOOD             NGS
 TR0110  HISTORY     - 1984     GOOD             NGS
 TR0110  HISTORY     - 20060205 GOOD             USPSQD
 TR0110
 TR0110                          STATION DESCRIPTION
 TR0110
 TR0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TR0110'IN CONWAY.
 TR0110'AT CONWAY, AT THE SUND BUILDING AT 1668 THRU 1664 SPRUCE STREET, IN
 TR0110'THE TOP AND 0.6 FOOT EAST OF THE NORTHEAST CORNER OF THE FOUNDATION OF
 TR0110'THE BUILDING, 13 FEET EAST OF THE CENTER OF THE EAST ONE OF THREE
 TR0110'DOORS, 225 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 TR0110'BURLINGTON-NORTHERN RAILROAD, 29 1/2 FEET SOUTH OF THE CENTER LINE OF
 TR0110'SPRUCE STREET, 131 FEET EAST OF THE CENTER LINE OF SECOND STREET, 61.1
 TR0110'FEET NORTH OF RM 1, AND ABOUT LEVEL WITH THE STREETS.  SEC 19, T 33N,
 TR0110'R 4E.
 TR0110
 TR0110                          STATION RECOVERY (1984)
 TR0110
 TR0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TR0110'RECOVERED IN GOOD CONDITION.
 TR0110
 TR0110                          STATION RECOVERY (2006)
 TR0110
 TR0110'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 TR0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2355 ***********************************************************************
 SC2355  DESIGNATION -  FIR USE 1937
 SC2355  PID         -  SC2355
 SC2355  STATE/COUNTY-  WA/PACIFIC
 SC2355  USGS QUAD   -  LEBAM (1993)
 SC2355
 SC2355                         *CURRENT SURVEY CONTROL
 SC2355  ___________________________________________________________________
 SC2355* NAD 83(1991)-  46 36 43.63406(N)    123 33 48.10995(W)     ADJUSTED  
 SC2355* NAVD 88     -       253.6    (meters)     832.     (feet)  VERTCON   
 SC2355  ___________________________________________________________________
 SC2355  LAPLACE CORR-          11.28  (seconds)                    DEFLEC99
 SC2355  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 SC2355
 SC2355  HORZ ORDER  -  THIRD
 SC2355
 SC2355.The horizontal coordinates were established by classical geodetic methods
 SC2355.and adjusted by the National Geodetic Survey in December 1991..
 SC2355
 SC2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2355
 SC2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2355
 SC2355.The geoid height was determined by GEOID03.
 SC2355
 SC2355;                    North         East     Units Scale Factor Converg.
 SC2355;SPC WA S     -   146,693.011   265,411.063   MT  0.99991471   -2 13 30.8
 SC2355;SPC WA S     -   481,275.32    870,769.46   sFT  0.99991471   -2 13 30.8
 SC2355;UTM  10      - 5,162,216.071   456,861.005   MT  0.99962287   -0 24 33.9
 SC2355
 SC2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2355!SPC WA S     -   0.99996367  x   0.99991471  =   0.99987838
 SC2355!UTM  10      -   0.99996367  x   0.99962287  =   0.99958655
 SC2355
 SC2355:                Primary Azimuth Mark                     Grid Az
 SC2355:SPC WA S     -  PACK 2                                   002 56 30.7
 SC2355:UTM  10      -  PACK 2                                   001 07 33.8
 SC2355
 SC2355|---------------------------------------------------------------------|
 SC2355| PID    Reference Object                     Distance      Geod. Az  |
 SC2355|                                                           dddmmss.s |
 SC2355| SC2354 PACK 2                              APPROX.15.1 KM 0004259.9 |
 SC2355|---------------------------------------------------------------------|
 SC2355
 SC2355                          SUPERSEDED SURVEY CONTROL
 SC2355
 SC2355  NAD 83(1991)-  46 36 43.63475(N)    123 33 48.11241(W) AD(       ) 3
 SC2355  NAD 83(1986)-  46 36 43.63584(N)    123 33 48.09782(W) AD(       ) 3
 SC2355  NAD 27      -  46 36 44.26790(N)    123 33 43.52986(W) AD(       ) 3
 SC2355  NGVD 29 (07/19/86)  252.6    (m)          829.     (f) VERT ANG       
 SC2355
 SC2355.Superseded values are not recommended for survey control.
 SC2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2355.See file dsdata.txt to determine how the superseded data were derived.
 SC2355
 SC2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5686162216(NAD 83)
 SC2355_MARKER: Z = SEE DESCRIPTION
 SC2355_SETTING: 0 = UNSPECIFIED SETTING
 SC2355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2355
 SC2355  HISTORY     - Date     Condition        Report By
 SC2355  HISTORY     - 1937     MONUMENTED       USE
 SC2355  HISTORY     - 1952     GOOD             USGS
 SC2355
 SC2355                          STATION DESCRIPTION
 SC2355
 SC2355'DESCRIBED BY US ENGINEERS 1937
 SC2355'STATION IS 17 MILES SE OF RAYMOND, 1.9 MILES W OF MR. RAMSEYS HOME,
 SC2355'ON SW NOSE OF SMALL KNOB HILL THAT HAS BEEN LOGGED OFF, 15 FEET E
 SC2355'OF A TALL SNAG THAT HAS A PROTRUDING BRANCH 3 FEET LONG NEAR THE TOP,
 SC2355'30 FEET SE OF UPROOTED TREE, A STANDARD C. OF E. TRIANGULATION
 SC2355'DISK SET IN 4-INCH CONCRETE-FILLED PIPE AND STAMPED FIR 1937.
 SC2355'
 SC2355'REFERENCE MARK NO.1 IS A STANDARD M.C.S. DISK SET IN 4-INCH
 SC2355'CONCRETE-FILLED PIPE AND STAMPED R.M.NO.1, ABOUT 30 FEET NE OF TALL
 SC2355'SNAG AND 15 FEET S OF SMALL GROUP OF SECOND GROWTH TREES.  IT IS
 SC2355'32.05 FEET DISTANT FROM THE STATION IN AZIMUTH 223 DEG 20 MIN 31
 SC2355'SEC.
 SC2355'
 SC2355'REFERENCE MARK NO.2 IS 1 1/2-INCH CONCRETE-FILLED PIPE WITH BRASS
 SC2355'TACK IN CENTER, ON EASTERN SLOPE OF HILL AND ABOUT 5 FEET NW OF N
 SC2355'END OF WHITE LOG.  IT IS 37.18 FEET DISTANT FROM THE STATION IN
 SC2355'AZIMUTH 270 DEG 50 MIN 42 SEC.
 SC2355'
 SC2355'REFERENCE MARK NO.3 IS 1 1/2-INCH CONCRETE-FILLED PIPE WITH BRASS
 SC2355'TACK IN CENTER, ABOUT 6 FEET NE OF TALL BURNED STUMP.  IT IS 27.40
 SC2355'FEET DISTANT FROM THE STATION IN AZIMUTH 20 DEG 11 MIN 02 SEC.
 SC2355'
 SC2355'TRIANGULATION STATION PACK 2 IS IN AZIMUTH 180 DEG 43 MIN 02 SEC.
 SC2355'
 SC2355'TO REACH FROM RAYMOND--PROCEED E FROM JUNCTION OF U.S. HIGHWAY 101
 SC2355'AND STATE HIGHWAY 12 ALONG HIGHWAY 12 FOR 1.6 MILES TO INTERSECTION
 SC2355'WITH E RAYMOND CUT-OFF.  FOLLOW THIS ROAD FOR 3.3 MILES TO JUNCTION
 SC2355'WITH LILLY WHEATON ROAD AND MILL CREEK ROAD.  FOLLOW MILL CREEK
 SC2355'ROAD 4.4 MILES TO HOME OF MR. RAMSEY, TURN RIGHT AND FOLLOW PARTLY
 SC2355'OVERGROWN ROAD 1.9 MILES, FROM THIS POINT PROCEED ON FOOT UP STEEP
 SC2355'RIDGE TO LEFT AND HEAD FOR VERY TALL SNAG THAT HAS A BENT BRANCH NEAR
 SC2355'THE TOP.  THE SNAG IS BARE EXCEPT FOR THIS.  STATION IS 15 FEET E
 SC2355'OF SNAG.
 SC2355
 SC2355                          STATION RECOVERY (1952)
 SC2355
 SC2355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SC2355'RECOVERED AS DESCRIBED BY USE AND NGS.  TOP IS OVERGROWN WITH
 SC2355'HIGH BRUSH AND SECOND GROWTH TIMBER.  RMS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3036 ***********************************************************************
 SY3036  DESIGNATION -  FIRCREST
 SY3036  PID         -  SY3036
 SY3036  STATE/COUNTY-  WA/PIERCE
 SY3036  USGS QUAD   -  STEILACOOM (1994)
 SY3036
 SY3036                         *CURRENT SURVEY CONTROL
 SY3036  ___________________________________________________________________
 SY3036* NAD 83(1991)-  47 13 15.63070(N)    122 31 57.33372(W)     ADJUSTED  
 SY3036* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 SY3036  ___________________________________________________________________
 SY3036  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 SY3036  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY3036
 SY3036  HORZ ORDER  -  SECOND
 SY3036
 SY3036.The horizontal coordinates were established by classical geodetic methods
 SY3036.and adjusted by the National Geodetic Survey in December 1991..
 SY3036
 SY3036.The orthometric height was scaled from a topographic map.
 SY3036
 SY3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3036
 SY3036.The geoid height was determined by GEOID03.
 SY3036
 SY3036;                    North         East     Units Scale Factor Converg.
 SY3036;SPC WA S     -   211,805.757   346,068.449   MT  0.99997624   -1 28 35.3
 SY3036;SPC WA S     -   694,899.39  1,135,392.90   sFT  0.99997624   -1 28 35.3
 SY3036;SPC WA N     -    25,993.522   371,297.283   MT  1.00006371   -1 15 54.5
 SY3036;SPC WA N     -    85,280.41  1,218,164.50   sFT  1.00006371   -1 15 54.5
 SY3036;UTM  10      - 5,229,830.409   535,388.083   MT  0.99961539   +0 20 35.1
 SY3036
 SY3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3036!SPC WA S     -   0.99998284  x   0.99997624  =   0.99995908
 SY3036!SPC WA N     -   0.99998284  x   1.00006371  =   1.00004655
 SY3036!UTM  10      -   0.99998284  x   0.99961539  =   0.99959824
 SY3036
 SY3036:                Primary Azimuth Mark                     Grid Az
 SY3036:SPC WA S     -  RUSTON AMERICAN SMELTING STACK           014 16 06.8
 SY3036:SPC WA N     -  RUSTON AMERICAN SMELTING STACK           014 03 26.0
 SY3036:UTM  10      -  RUSTON AMERICAN SMELTING STACK           012 26 56.4
 SY3036
 SY3036|---------------------------------------------------------------------|
 SY3036| PID    Reference Object                     Distance      Geod. Az  |
 SY3036|                                                           dddmmss.s |
 SY3036| SY2948 RUSTON AMERICAN SMELTING STACK      APPROX. 8.7 KM 0124731.5 |
 SY3036| SY2925 TACOMA TV STATION KTVW MAST         APPROX. 6.6 KM 0130435.6 |
 SY3036| SY2700 TACOMA TV STATION KTNT MAST         APPROX. 6.4 KM 0580959.9 |
 SY3036| SY2736 TACOMA RADIO STA KTOY FM MAST       APPROX. 7.3 KM 0614848.6 |
 SY3036| SY2310 TACOMA RADIO STATION KTNT MAST      APPROX. 5.3 KM 0650559.0 |
 SY3036| CE4025 FIRCREST RM 1                        30.227 METERS 10542     |
 SY3036| SY2325 MC CHORD AFB TANK 729               APPROX.10.1 KM 1610020.9 |
 SY3036| SY3033 TACOMA FIRCREST DIST STANDPIPE       38.377 METERS 17611     |
 SY3036| CE4024 FIRCREST AZ MK                                     2193723.8 |
 SY3036| CE4026 FIRCREST RM 2                        31.592 METERS 23056     |
 SY3036| SY2924 TACOMA NARROWS BRIDGE NW TOWER      APPROX. 5.8 KM 3434854.8 |
 SY3036| SY2946 TACOMA NARROWS BRIDGE SE TOWER      APPROX. 5.1 KM 3474649.4 |
 SY3036|---------------------------------------------------------------------|
 SY3036
 SY3036                          SUPERSEDED SURVEY CONTROL
 SY3036
 SY3036  NAD 83(1986)-  47 13 15.62596(N)    122 31 57.34594(W) AD(       ) 2
 SY3036  NAD 27      -  47 13 16.27200(N)    122 31 52.88600(W) AD(       ) 2
 SY3036
 SY3036.Superseded values are not recommended for survey control.
 SY3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3036.See file dsdata.txt to determine how the superseded data were derived.
 SY3036
 SY3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3538829830(NAD 83)
 SY3036_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3036
 SY3036  HISTORY     - Date     Condition        Report By
 SY3036  HISTORY     - 1954     MONUMENTED       CGS
 SY3036  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SY3036  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SY3036  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY3036  HISTORY     - 1964     SEE DESCRIPTION  CGS
 SY3036  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY3036
 SY3036                          STATION DESCRIPTION
 SY3036
 SY3036'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY3036'THE STATION IS LOCATED ON THE SUMMIT OF A CULIVATED, GRASSY,
 SY3036'RIDGE WHICH LIES ABOUT 5 MILES WEST OF TACOMA, ABOUT 5 MILES
 SY3036'NORTH OF THE VILLAGE OF STEILACOOM, ABOUT 2.5 MILES WEST OF
 SY3036'FIRCREST, 48 FEET NORTH OF THE CENTER OF 40TH. STREET AND
 SY3036'40 FEET NORTHEAST OF POWER AND TELEPHONE POLE NUMBER 8.
 SY3036'
 SY3036'TO REACH FROM THE SOUTHEAST END OF THE TACOMA NARROWS
 SY3036'BRIDGE.  GO SOUTHEAST, ON STATE HIGHWAY NUMBER 14, FOR 0.1
 SY3036'MILE.  TURN RIGHT, ONTO JACKSON AVENUE, AND GO SOUTHERLY FOR
 SY3036'2.6 MILES.  TURN LEFT, ONTO 40TH. STREET SOUTH AND GO EASTERLY
 SY3036'FOR 0.2 MILE TO THE SUMMIT OF A LOW RIDGE AND THE STATION.
 SY3036'
 SY3036'THE STATION IS A STANDARD DISK, STAMPED FIRCREST 1954, SET
 SY3036'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 SY3036'SURFACE OF THE GROUND.
 SY3036'
 SY3036'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED FIRCREST
 SY3036'1954, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH
 SY3036'IS LOCATED ABOUT 40 INCHES BELOW THE SURFACE OF THE SOIL.
 SY3036'
 SY3036'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED FIRCREST
 SY3036'NO 1 1954, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 SY3036'PROJECTS 4 INCHES.  IT IS LOCATED 17 FEET NORTH OF THE CENTER
 SY3036'OF 40TH. STREET AND ABOUT 5 FEET LOWER THAN THE STATION.
 SY3036'
 SY3036'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED FIRCREST
 SY3036'NO 2 1954, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 SY3036'PROJECTS 4 INCHES.  IT IS LOCATED 74 FEET WEST OF A FENCE
 SY3036'CORNER, 17 FEET SOUTH OF THE CENTER OF 40TH. STREET AND ABOUT
 SY3036'8 FEET LOWER THAN THE STATION.
 SY3036'
 SY3036'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FIRCREST 1954,
 SY3036'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 SY3036'4 INCHES.  IT IS LOCATED ABOUT 0.5 MILE SOUTHWEST OF THE STATION,
 SY3036'31 FEET WEST OF THE CENTER OF JACKSON AVENUE, 21 FEET SOUTH OF
 SY3036'MADRONA DRIVE AND 6 FEET WEST OF TELEPHONE POLE NUMBER 78.
 SY3036'
 SY3036'OBSERVATIONS WERE MADE FROM A 90 FOOT STEEL TOWER.
 SY3036
 SY3036                          STATION RECOVERY (1957)
 SY3036
 SY3036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LWE)
 SY3036'THE STATION IS ADEQUATELY DESCRIBED EXCEPT THAT THE LAND HAS BEEN
 SY3036'SUB-DIVIDED AND THE STATION MARK NOW LIES 12 FEET EAST OF THE
 SY3036'WEST PROPERTY-LINE OF MR. E. BENNETTS RESIDENCE AT 7100 SOUTH
 SY3036'40TH STREET.  THE MARK IS UNDISTURBED AND NOW LIES 60 FEET SW OF
 SY3036'THE NEW FRAME HOUSE ON MR. BENNETTS LOT.
 SY3036'
 SY3036'REFERENCE MARK NO 1 WAS REMOVED AT THE REQUEST OF THE PROPERTY
 SY3036'OWNER.
 SY3036'
 SY3036'REFERENCE MARK NO 2 HAD BEEN MOVED BY ROAD-GRADING.  THE MARK
 SY3036'WAS REESTABLISHED BY RESETTING THE MONUMENT AND REINFORCING SAME
 SY3036'WITH FRESH CONCRETE IN THE HOLE.
 SY3036'
 SY3036'REFERENCE MARK NO 3 WAS ESTABLISHED TO REPLACE R.M. NO 1.  THE MARK
 SY3036'IS A STANDARD DISC STAMPED FIRCREST NO 3 1954 1957 SET IN THE TOP
 SY3036'OF A 10 INCH ROUND CONCRETE POST THE TOP OF WHICH IS MOLDED WITH
 SY3036'A SHORT SECTION OF 8 INCH STOVE-PIPE AND PROJECTS ABOUT SIX
 SY3036'INCHES ABOVE THE GROUND.  IT IS LOCATED ABOUT 26 FEET SOUTH OF
 SY3036'THE CENTERLINE OF SO. 40TH STREET, 9.5 FEET SOUTH OF THE FENCE
 SY3036'LINE, AND 38 FEET NNW OF THE NEAREST TANGENT OF THE FIRCREST
 SY3036'WATER DISTRICT STANDPIPE (50 FEET HIGH AND 35 FEET IN
 SY3036'DIAM), AND DIRECTLY SOUTH AND AT RIGHT ANGLE ACROSS SO. 40TH ST.
 SY3036'FROM THE STATION MARK.
 SY3036'
 SY3036'OBSERVED DISTANCES AND DIRECTIONS ARE SHOWN ABOVE, THE LATER
 SY3036'HAVING BEEN CORRECTED TO BURN, 1909 INITIAL.
 SY3036
 SY3036                          STATION RECOVERY (1960)
 SY3036
 SY3036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 SY3036'DESCRIPTION OF R.A.G., 1954 IS ADEQUATE TO REACH STATION.
 SY3036'
 SY3036'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT CAN BE
 SY3036'EASILY LOCATED.  IT IS ABOUT 110 FEET NORTH OF THE FIRCREST
 SY3036'WATER DISTRICT STANDPIPE.
 SY3036
 SY3036                          STATION RECOVERY (1961)
 SY3036
 SY3036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CMB)
 SY3036'STATION FOUND AS DESCRIBED EXCEPT THAT JACKSON AVE. IS NOW
 SY3036'DESIGNATED BRIDGEPORT WAY.  A LARGE GREEN WATER TANK HAS BEEN
 SY3036'ERECTED OPPOSITE THE STATION ON THE SOUTH SIDE OF THE ROAD AND
 SY3036'MAKES AN EXCELLENT LAND MARK.
 SY3036
 SY3036                          STATION RECOVERY (1964)
 SY3036
 SY3036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CMB)
 SY3036'THE STATION WAS DESTROYED.
 SY3036'
 SY3036'THE STATION AND REFERENCE MARKS WERE DESTROYED AND TEMPORARILY
 SY3036'REFERENCED BY THE PIERCE COUNTY ENGINEER PRIOR TO 13 JANUARY
 SY3036'1964.  THE REFERENCES WERE USED TO RE-ESTABLISH THE SURFACE
 SY3036'STATION POSITION WHICH WAS TIED TO CMB GEODIMETER SECOND-ORDER
 SY3036'TRAVERSE.  AT THAT TIME CONSIDERABLE PROBING WAS DONE IN AN
 SY3036'ATTEMPT TO FIND THE UNDERGROUND MARK.  IT WAS NOT FOUND.  THE
 SY3036'TRAVERSE FAILED TO CHECK BY ABOUT A FOOT.  THE STATION SHOULD
 SY3036'BE CONSIDERED LOST.  THE AZIMUTH MARK REMAINS.  IT SHOULD NOT
 SY3036'BE DESTROYED SINCE IT NOW IS AN AZIMUTH MARK FOR FIRCREST 2 CMB
 SY3036'1964.
 SY3036
 SY3036                          STATION RECOVERY (1965)
 SY3036
 SY3036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY3036'THE STATION WAS DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0486 ***********************************************************************
 TR0486  DESIGNATION -  FIRE
 TR0486  PID         -  TR0486
 TR0486  STATE/COUNTY-  WA/ISLAND
 TR0486  USGS QUAD   -  OAK HARBOR (1973)
 TR0486
 TR0486                         *CURRENT SURVEY CONTROL
 TR0486  ___________________________________________________________________
 TR0486* NAD 83(1991)-  48 19 37.56955(N)    122 41 28.83885(W)     ADJUSTED  
 TR0486* NAVD 88     -        29.832  (meters)      97.87   (feet)  ADJUSTED  
 TR0486  ___________________________________________________________________
 TR0486  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 TR0486  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR0486  DYNAMIC HT  -          29.839 (meters)      97.90  (feet)  COMP
 TR0486  MODELED GRAV-     980,858.5   (mgal)                       NAVD 88
 TR0486
 TR0486  HORZ ORDER  -  THIRD
 TR0486  VERT ORDER  -  FIRST     CLASS II
 TR0486
 TR0486.The horizontal coordinates were established by classical geodetic methods
 TR0486.and adjusted by the National Geodetic Survey in December 1991..
 TR0486
 TR0486.The orthometric height was determined by differential leveling
 TR0486.and adjusted by the National Geodetic Survey in June 1991..
 TR0486
 TR0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR0486
 TR0486.The geoid height was determined by GEOID03.
 TR0486
 TR0486.The dynamic height is computed by dividing the NAVD 88
 TR0486.geopotential number by the normal gravity value computed on the
 TR0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0486.degrees latitude (g = 980.6199 gals.).
 TR0486
 TR0486.The modeled gravity was interpolated from observed gravity values.
 TR0486
 TR0486;                    North         East     Units Scale Factor Converg.
 TR0486;SPC WA N     -   149,214.665   362,244.481   MT  0.99994891   -1 22 60.0
 TR0486;SPC WA N     -   489,548.45  1,188,463.77   sFT  0.99994891   -1 22 60.0
 TR0486;UTM  10      - 5,352,703.396   522,878.403   MT  0.99960643   +0 13 50.0
 TR0486
 TR0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR0486!SPC WA N     -   0.99999880  x   0.99994891  =   0.99994771
 TR0486!UTM  10      -   0.99999880  x   0.99960643  =   0.99960523
 TR0486
 TR0486:                Primary Azimuth Mark                     Grid Az
 TR0486:SPC WA N     -  WHIDBEY IS AULT FLD CONT TOWER           040 10 58.7
 TR0486:UTM  10      -  WHIDBEY IS AULT FLD CONT TOWER           038 34 08.7
 TR0486
 TR0486|---------------------------------------------------------------------|
 TR0486| PID    Reference Object                     Distance      Geod. Az  |
 TR0486|                                                           dddmmss.s |
 TR0486| TR1354 WHIDBEY IS AULT FLD CONT TOWER      APPROX. 2.6 KM 0384758.7 |
 TR0486| TR1373 WHIDBEY IS AULT FIELD TANK 183      APPROX. 1.9 KM 0460955.3 |
 TR0486| TR1363 WHIDBEY IS AULT FIELD TANK 182      APPROX. 1.7 KM 0922512.0 |
 TR0486| TR0485 B 10                                114.760 METERS 16434     |
 TR0486|---------------------------------------------------------------------|
 TR0486
 TR0486                          SUPERSEDED SURVEY CONTROL
 TR0486
 TR0486  NAD 83(1986)-  48 19 37.57159(N)    122 41 28.84141(W) AD(       ) 3
 TR0486  NAD 27      -  48 19 38.21000(N)    122 41 24.21300(W) AD(       ) 3
 TR0486  NGVD 29 (??/??/92)   28.686  (m)           94.11   (f) ADJ UNCH    1 2
 TR0486
 TR0486.Superseded values are not recommended for survey control.
 TR0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0486.See file dsdata.txt to determine how the superseded data were derived.
 TR0486
 TR0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2287852703(NAD 83)
 TR0486_MARKER: DS = TRIANGULATION STATION DISK
 TR0486_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TR0486+WITH SETTING: PAVEMENT
 TR0486_SP_SET: TOWER FOUNDATION
 TR0486_STAMPING: FIRE 1951
 TR0486_MARK LOGO: CGS   
 TR0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0486+STABILITY: SURFACE MOTION
 TR0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0486+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1996
 TR0486
 TR0486  HISTORY     - Date     Condition        Report By
 TR0486  HISTORY     - 1951     MONUMENTED       CGS
 TR0486  HISTORY     - 1952     GOOD             NGS
 TR0486  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TR0486  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR0486  HISTORY     - 1988     GOOD             USPSQD
 TR0486  HISTORY     - 19960123 GOOD             NOS
 TR0486
 TR0486                          STATION DESCRIPTION
 TR0486
 TR0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (GAN)
 TR0486'STATION IS ON THE NORTHERN END OF WHIDBEY ISLAND ABOUT 1.0 MILE
 TR0486'WEST OF THE INTERSECTION OF LANGLEY BLVD. AND THE CLOVER VALLEY
 TR0486'HIGHWAY AND ABOUT 100 METERS NNE OF AN EAST-SOUTH RIGHT ANGLE BEND
 TR0486'IN THE ROAD.  STATION IS ON THE EASTERN EDGE OF A 5 METER DIRT
 TR0486'ROAD AND IS CENTERED IN THE SW OF 4 - 18 IN CONCRETE BLOCKS
 TR0486'SPACED ABOUT 6 FEET APART.  STATION IS A STANDARD BRONZE DISK
 TR0486'STAMPED FIRE, 1951 AND IS CEMENTED IN A DRILL HOLE IN THE
 TR0486'BLOCK.
 TR0486
 TR0486                          STATION RECOVERY (1952)
 TR0486
 TR0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 TR0486'4.9 MI NW FROM OAK HARBOR.
 TR0486'0.4 MILE WEST ALONG PIONEER WAY FROM THE POST OFFICE AT OAK HARBOR,
 TR0486'THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 1 D, THENCE 1.8 MILES WEST
 TR0486'ALONG CLOVER VALLEY ROAD, AT A RIGHT-ANGLE TURN OF THE ROAD, IN THE
 TR0486'TOP OF THE SOUTHWEST ONE OF FOUR CONCRETE BLOCKS SPACED ABOUT 6 FEET
 TR0486'APART, 242 FEET NORTHWEST OF THE NORTHEAST CORNER OF A NAVY AIRPLANE
 TR0486'DUMP, 12 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH
 TR0486'FROM THE DUMP, ABOUT 69 YARDS NORTH OF THE CENTER LINE OF A GRAVELED
 TR0486'ROAD LEADING NORTHWEST OF ROCKY POINT PICNIC GROUNDS, AND ABOUT 1 FOOT
 TR0486'ABOVE THE GROUND.
 TR0486
 TR0486                          STATION RECOVERY (1954)
 TR0486
 TR0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR0486'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TR0486'
 TR0486'NO OBSERVATIONS WERE TAKEN AT THE STATION.
 TR0486
 TR0486                          STATION RECOVERY (1960)
 TR0486
 TR0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR0486'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TR0486'MARK IS 13 FEET EAST OF THE CENTER OF AN ABANDONED GRAVEL ROAD
 TR0486'AND 64.6 FT. WEST OF THE CENTERLINE OF A GRAVEL DRIVE.  IT IS A
 TR0486'STANDARD STATION DISK STAMPED FIRE 1951 SET IN TOP OF AN 18 X 18
 TR0486'INCH CONCRETE BLOCK WHICH PROJECTS 8 INCHES.
 TR0486
 TR0486                          STATION RECOVERY (1988)
 TR0486
 TR0486'RECOVERY NOTE BY US POWER SQUADRON 1988 (MEH)
 TR0486'RECOVERED IN GOOD CONDITION.
 TR0486
 TR0486                          STATION RECOVERY (1996)
 TR0486
 TR0486'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (JGF)
 TR0486'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1310 ***********************************************************************
 SV1310  DESIGNATION -  FIRE
 SV1310  PID         -  SV1310
 SV1310  STATE/COUNTY-  WA/LINCOLN
 SV1310  USGS QUAD   -  SPRAGUE (1981)
 SV1310
 SV1310                         *CURRENT SURVEY CONTROL
 SV1310  ___________________________________________________________________
 SV1310* NAD 83(1991)-  47 19 40.35011(N)    117 54 34.02204(W)     ADJUSTED  
 SV1310* NAVD 88     -       637.     (meters)    2090.     (feet)  SCALED    
 SV1310  ___________________________________________________________________
 SV1310  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 SV1310  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 SV1310
 SV1310  HORZ ORDER  -  SECOND
 SV1310
 SV1310.The horizontal coordinates were established by classical geodetic methods
 SV1310.and adjusted by the National Geodetic Survey in December 1991..
 SV1310
 SV1310.The orthometric height was scaled from a topographic map.
 SV1310
 SV1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1310
 SV1310.The geoid height was determined by GEOID03.
 SV1310
 SV1310;                    North         East     Units Scale Factor Converg.
 SV1310;SPC WA N     -    40,652.397   720,969.676   MT  1.00003655   +2 10 36.8
 SV1310;SPC WA N     -   133,373.74  2,365,381.35   sFT  1.00003655   +2 10 36.8
 SV1310;SPC WA S     -   224,918.494   695,782.832   MT  0.99999876   +1 52 54.4
 SV1310;SPC WA S     -   737,920.09  2,282,747.51   sFT  0.99999876   +1 52 54.4
 SV1310;UTM  11      - 5,242,001.718   431,282.835   MT  0.99965803   -0 40 07.3
 SV1310
 SV1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1310!SPC WA N     -   0.99990313  x   1.00003655  =   0.99993968
 SV1310!SPC WA S     -   0.99990313  x   0.99999876  =   0.99990189
 SV1310!UTM  11      -   0.99990313  x   0.99965803  =   0.99956120
 SV1310
 SV1310|---------------------------------------------------------------------|
 SV1310| PID    Reference Object                     Distance      Geod. Az  |
 SV1310|                                                           dddmmss.s |
 SV1310| CF1449 FIRE RM 1                            14.837 METERS 00118     |
 SV1310| CF1450 FIRE RM 2                            15.722 METERS 18111     |
 SV1310| SV0924 GENE                                APPROX. 1.7 KM 2861409.0 |
 SV1310|---------------------------------------------------------------------|
 SV1310
 SV1310                          SUPERSEDED SURVEY CONTROL
 SV1310
 SV1310  NAD 83(1986)-  47 19 40.36150(N)    117 54 34.01505(W) AD(       ) 2
 SV1310  NAD 27      -  47 19 40.77700(N)    117 54 30.21840(W) AD(       ) 2
 SV1310
 SV1310.Superseded values are not recommended for survey control.
 SV1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1310.See file dsdata.txt to determine how the superseded data were derived.
 SV1310
 SV1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN3128342002(NAD 83)
 SV1310_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1310_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SV1310
 SV1310  HISTORY     - Date     Condition        Report By
 SV1310  HISTORY     - 1960     MONUMENTED       CGS
 SV1310
 SV1310                          STATION DESCRIPTION
 SV1310
 SV1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 SV1310'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF SPRAGUE, AND
 SV1310'3/4 MILE WEST OF THE NORTHERN PACIFIC RAILROAD.
 SV1310'
 SV1310'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SPRAGUE, GO
 SV1310'NORTHEAST ON U.S. HIGHWAY 10 AND 395 FOR 5.45 MILES TO AN OILED
 SV1310'ROAD ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.7 MILE TO A METAL
 SV1310'GATE ON THE RIGHT.  (ABOUT 150 FEET EAST OF THE SECURITY GATE) TURN
 SV1310'RIGHT AND GO NORTH FOR 0.15 MILE TO A POWER LINE AND ROAD.  TURN
 SV1310'LEFT AND GO SOUTHWEST FOR 0.35 MILE TO A FENCE CORNER ON THE LEFT.
 SV1310'TURN LEFT AND GO SOUTH ALONG THE EAST SIDE OF A NORTH-SOUTH FENCE FOR
 SV1310'0.4 MILE TO A SMALL ROUND KNOLE AND THE STATION AT THE HIGHEST
 SV1310'POINT.
 SV1310'
 SV1310'THE STATION MARK IS A STANDARD DISK STAMPED FIRE 1960, SET IN THE
 SV1310'TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES ABOVE
 SV1310'GROUND LEVEL.  MARK IS 4 FEET EAST OF A NORTH-SOUTH FENCE, 3-1/2
 SV1310'FEET SOUTH OF A METAL WITNESS POST, ON A GRASS COVERED MOUND.
 SV1310'
 SV1310'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FIRE NO 1 1960,
 SV1310'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES
 SV1310'ABOVE GROUND LEVEL.  MARK IS 4 FEET EAST OF A NORTH-SOUTH FENCE AND
 SV1310'ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 SV1310'
 SV1310'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FIRE NO 2 1960,
 SV1310'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 8 INCHES
 SV1310'ABOVE GROUND LEVEL.  MARK IS 4 FEET EAST OF A NORTH-SOUTH FENCE AND
 SV1310'ABOUT 2-1/2 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4736 ***********************************************************************
 SY4736  DESIGNATION -  FIRE 1915
 SY4736  PID         -  SY4736
 SY4736  STATE/COUNTY-  WA/KING
 SY4736  USGS QUAD   -  
 SY4736
 SY4736                         *CURRENT SURVEY CONTROL
 SY4736  ___________________________________________________________________
 SY4736* NAD 83(1991)-  47 40 06.07835(N)    122 22 59.53834(W)     ADJUSTED  
 SY4736* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 SY4736  ___________________________________________________________________
 SY4736  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 SY4736  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 SY4736
 SY4736  HORZ ORDER  -  THIRD
 SY4736
 SY4736.The horizontal coordinates were established by classical geodetic methods
 SY4736.and adjusted by the National Geodetic Survey in December 1991..
 SY4736
 SY4736.The orthometric height was scaled from a topographic map.
 SY4736
 SY4736.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4736
 SY4736.The geoid height was determined by GEOID03.
 SY4736
 SY4736;                    North         East     Units Scale Factor Converg.
 SY4736;SPC WA N     -    75,481.012   383,611.969   MT  0.99997285   -1 09 14.1
 SY4736;SPC WA N     -   247,640.62  1,258,566.93   sFT  0.99997285   -1 09 14.1
 SY4736;UTM  10      - 5,279,624.593   546,304.155   MT  0.99962635   +0 27 21.5
 SY4736
 SY4736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4736!SPC WA N     -   1.00000025  x   0.99997285  =   0.99997310
 SY4736!UTM  10      -   1.00000025  x   0.99962635  =   0.99962660
 SY4736
 SY4736|---------------------------------------------------------------------|
 SY4736| PID    Reference Object                     Distance      Geod. Az  |
 SY4736|                                                           dddmmss.s |
 SY4736| SY4723 BALLARD SCHOOL BELFRY               248.834 METERS 10729     |
 SY4736| SY4069 TREE                                APPROX. 2.2 KM 1555108.4 |
 SY4736| SY4756 SEATTLE STIMSONS MILL TANK          264.844 METERS 24202     |
 SY4736| SY4741 BALLARD RED BRICK HIGH SCHOOL       APPROX. 0.8 KM 3131453.8 |
 SY4736|---------------------------------------------------------------------|
 SY4736
 SY4736                          SUPERSEDED SURVEY CONTROL
 SY4736
 SY4736  NAD 83(1986)-  47 40 06.07240(N)    122 22 59.54318(W) AD(       ) 3
 SY4736  NAD 27      -  47 40 06.72000(N)    122 22 55.08400(W) AD(       ) 3
 SY4736
 SY4736.Superseded values are not recommended for survey control.
 SY4736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4736.See file dsdata.txt to determine how the superseded data were derived.
 SY4736
 SY4736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4630479625(NAD 83)
 SY4736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY4736+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2004
 SY4736
 SY4736  HISTORY     - Date     Condition        Report By
 SY4736  HISTORY     - 1915     MONUMENTED       CGS
 SY4736  HISTORY     - 1933     SEE DESCRIPTION  WAGS
 SY4736  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY4736  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4736  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY4736  HISTORY     - 1983     GOOD             USPSQD
 SY4736  HISTORY     - 20010421 GOOD             USPSQD
 SY4736  HISTORY     - 20040916 GOOD             LOCSUR
 SY4736
 SY4736                          STATION DESCRIPTION
 SY4736
 SY4736'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1933
 SY4736'THIS STATION WAS RECOVERED AS DESCRIBED.  IT IS THE SPIRE OF THE
 SY4736'SQUARE TOWER OF THE FIRE STATION AT MARKET AND RUSSELL STREETS IN
 SY4736'BALLARD.  THE STATION COULD BE OCCUPIED ECCENTRICALLY AFTER SHOVELING
 SY4736'AWAY A CONSIDERABLE ACCUMULATION OF PIGEON MANURE.  A PLATFORM
 SY4736'COULD BE BUILT ACROSS THE WELL UNDER THE CENTER AND GIVE A VIEW OF
 SY4736'THE DISTRICT.
 SY4736
 SY4736                          STATION RECOVERY (1936)
 SY4736
 SY4736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY4736'THIS STATION WAS RECOVERED AS DESCRIBED.
 SY4736
 SY4736                          STATION RECOVERY (1952)
 SY4736
 SY4736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4736'THE FIRE HOUSE IS STILL ON RUSSELL OFF MARKET STREET, WITH THE SPIRE
 SY4736'ON THE HOSE TOWER, ORIGINALLY INTERSECTED IN 1915, STILL IN PLACE.
 SY4736
 SY4736                          STATION RECOVERY (1953)
 SY4736
 SY4736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4736'THIS INTERSECTION STATION WAS RECOVERED FOR IDENTIFICATION PURPOSES
 SY4736'ONLY.  THE SPIRE HAS BEEN REMOVED FROM THE TOWER.  STATION IS NOW
 SY4736'THE APEX OF THE TOWER ROOF.
 SY4736
 SY4736                          STATION RECOVERY (1983)
 SY4736
 SY4736'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4736'STATION RECOVERED GOOD.
 SY4736'
 SY4736'RECOVERED AS DESCRIBED.  EXCEPT - BUILDING IS NO LONGER A FIRE
 SY4736'STATION.  NOW A COMMERCIAL BUILDING CALLED (PIZZA GAMES).
 SY4736
 SY4736                          STATION RECOVERY (2001)
 SY4736
 SY4736'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4736'RECOVERED IN GOOD CONDITION.
 SY4736
 SY4736                          STATION RECOVERY (2004)
 SY4736
 SY4736'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RDH)
 SY4736'STATION IS THE TOP OF A TALL BRICK TOWER ON THE NE SIDE OF THE
 SY4736'BUILDING. THIS
 SY4736'BLDG LOCATED AT 5429 RUSSELL AVE NW, WAS ORIGINALLY BUILT FOR AND IS
 SY4736'THE
 SY4736'FORMER SITE OF SEATTLE FIRE DEPT STATION 18, AND IS CURRENTLY
 SY4736'UNDERGOING
 SY4736'RENOVATIONS AND RESTORATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4315 ***********************************************************************
 SY4315  DESIGNATION -  FIRE STATION SPIRE NR 4TH ST
 SY4315  PID         -  SY4315
 SY4315  STATE/COUNTY-  WA/KING
 SY4315  USGS QUAD   -  POVERTY BAY (1994)
 SY4315
 SY4315                         *CURRENT SURVEY CONTROL
 SY4315  ___________________________________________________________________
 SY4315* NAD 83(1991)-  47 37 13.41290(N)    122 20 57.51472(W)     ADJUSTED  
 SY4315* NAVD 88     -                                                        
 SY4315  ___________________________________________________________________
 SY4315  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 SY4315  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY4315
 SY4315  HORZ ORDER  -  THIRD
 SY4315
 SY4315.The horizontal coordinates were established by classical geodetic methods
 SY4315.and adjusted by the National Geodetic Survey in December 1991..
 SY4315
 SY4315
 SY4315.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4315
 SY4315.The geoid height was determined by GEOID03.
 SY4315
 SY4315;                    North         East     Units Scale Factor Converg.
 SY4315;SPC WA N     -    70,098.823   386,051.985   MT  0.99997972   -1 07 43.2
 SY4315;SPC WA N     -   229,982.56  1,266,572.22   sFT  0.99997972   -1 07 43.2
 SY4315;UTM  10      - 5,274,314.917   548,893.488   MT  0.99962938   +0 28 50.4
 SY4315
 SY4315                          SUPERSEDED SURVEY CONTROL
 SY4315
 SY4315  NAD 83(1986)-  47 37 13.40679(N)    122 20 57.52005(W) AD(       ) 4
 SY4315  NAD 27      -  47 37 14.05400(N)    122 20 53.06600(W) AD(       ) 3
 SY4315
 SY4315.Superseded values are not recommended for survey control.
 SY4315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4315.See file dsdata.txt to determine how the superseded data were derived.
 SY4315
 SY4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4889374315(NAD 83)
 SY4315
 SY4315  HISTORY     - Date     Condition        Report By
 SY4315  HISTORY     - UNK      MONUMENTED
 SY4315  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4315  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4315
 SY4315                          STATION DESCRIPTION
 SY4315
 SY4315'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4315'THE APEX AND STAFF ON THE TOP OF THE HOSE TOWER OF THE FORMER FIRE
 SY4315'STATION AT 223 FOURTH AVENUE N.  THE BRICK BUILDING IS NOW USED AS
 SY4315'THE FIRE ALARM STATION OF THE SEATTLE FIRE DEPARTMENT.  THE HOSE
 SY4315'TOWER IS AT THE SW CORNER OF THE BUILDING AND SOMEWHAT DETACHED FROM
 SY4315'THE MAIN STRUCTURE.  STATION WAS CHECKED BY DISTANCE AND DIRECTION
 SY4315'FROM ARMORY.
 SY4315
 SY4315                          STATION RECOVERY (1968)
 SY4315
 SY4315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4315'THIS ADDRESS WOULD BE ON GROUNDS OF THE SEATTLE CENTER.  THE
 SY4315'BUILDING WAS EVIDENTLY TORN DOWN IN PREPARATION FOR THE 1962 WORLDS
 SY4315'FAIR, AND MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH3747 ***********************************************************************
 DH3747  DESIGNATION -  FIRE4
 DH3747  PID         -  DH3747
 DH3747  STATE/COUNTY-  WA/WHATCOM
 DH3747  USGS QUAD   -  BELLINGHAM NORTH (1994)
 DH3747
 DH3747                         *CURRENT SURVEY CONTROL
 DH3747  ___________________________________________________________________
 DH3747* NAD 83(1998)-  48 47 24.02279(N)    122 24 54.03564(W)     ADJUSTED  
 DH3747* NAVD 88     -       112.7    (meters)     370.     (feet)  GPS OBS   
 DH3747  ___________________________________________________________________
 DH3747  X           -  -2,256,811.100 (meters)                     COMP
 DH3747  Y           -  -3,554,106.897 (meters)                     COMP
 DH3747  Z           -   4,775,274.354 (meters)                     COMP
 DH3747  LAPLACE CORR-          10.09  (seconds)                    DEFLEC99
 DH3747  ELLIP HEIGHT-          91.40  (meters)          (06/08/05) GPS OBS
 DH3747  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 DH3747
 DH3747  HORZ ORDER  -  FIRST
 DH3747  ELLP ORDER  -  THIRD     CLASS I
 DH3747
 DH3747.The horizontal coordinates were established by GPS observations
 DH3747.and adjusted by the W + H PACIFIC, INCORPORATED in June 2005..
 DH3747.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DH3747.DATUM ITEM on the data sheet items page.
 DH3747
 DH3747.The orthometric height was determined by GPS observations and a
 DH3747.high-resolution geoid model.
 DH3747
 DH3747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3747
 DH3747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3747
 DH3747.The ellipsoidal height was determined by GPS observations
 DH3747.and is referenced to NAD 83.
 DH3747
 DH3747.The geoid height was determined by GEOID03.
 DH3747
 DH3747;                    North         East     Units Scale Factor Converg.
 DH3747;SPC WA N     -   200,220.046   383,787.014   MT  1.00001115   -1 10 39.3
 DH3747;SPC WA N     -   656,888.60  1,259,141.23   sFT  1.00001115   -1 10 39.3
 DH3747;UTM  10      - 5,404,277.226   542,967.144   MT  0.99962268   +0 26 24.3
 DH3747
 DH3747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3747!SPC WA N     -   0.99998568  x   1.00001115  =   0.99999683
 DH3747!UTM  10      -   0.99998568  x   0.99962268  =   0.99960836
 DH3747
 DH3747                          SUPERSEDED SURVEY CONTROL
 DH3747
 DH3747.No superseded survey control is available for this station.
 DH3747
 DH3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEV4296704277(NAD 83)
 DH3747_MARKER: DD = SURVEY DISK
 DH3747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3747_STAMPING: FIRE4
 DH3747_PROJECTION: RECESSED 6 CENTIMETERS
 DH3747_MAGNETIC: I = MARKER IS A STEEL ROD
 DH3747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3747+STABILITY: SURFACE MOTION
 DH3747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3747+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 DH3747
 DH3747  HISTORY     - Date     Condition        Report By
 DH3747  HISTORY     - 20040622 MONUMENTED       PACSEI
 DH3747  HISTORY     - 20060322 GOOD             USPSQD
 DH3747
 DH3747                          STATION DESCRIPTION
 DH3747
 DH3747'DESCRIBED BY PACIFIC SURVEY AND ENGINEERS, 2004 (PKB)
 DH3747'THE STATION IS LOCATED IN WATCOM COUNTY WASHINGTON, EASTERLY OF THE
 DH3747'EASTERLY CITY OF BELLINGHAM CITY LIMITS, 9.0 KM EASTERLY OF THE
 DH3747'BELLINGHAM INTERNATIONAL AIRPORT, 4.2 KM NORTHEASTERLY OF INTERSTATE
 DH3747'5, EXIT 255 (SR542) (SUNSET DRIVE) (MT BAKER HWY), MONUMENT IS IN THE
 DH3747'WEST LAWN OF FIRE STATION DISTRICT NO 4. OWNERSHIP-WHATCOM COUNTY FIRE
 DH3747'DISTRICT NO 4 TO REACH FROM THE INTERSECTION OF NORTH BOUND INTERSTATE
 DH3747'5, EXIT 255, SR 542, GO RIGHT ALONG SR 542 (SUNSET DRIVE)(MT BAKER
 DH3747'HWY), 4.5 KM TO BRITTON RD, GO RIGHT 0.2 KM TO BRITTON LOOP RD, 0.2 KM
 DH3747'TO RUSTON WAY. MONUMENT IS ON THE LEFT AT THE TOP OF A GRASSY HILL
 DH3747'NEXT TO THE WEST EDGE OF THE FIRE STATION PARKING LOT. THE FIRE DEPT
 DH3747'ADDRESS IS 4142 BRITTON LOOP RD. THE STATION IS SET IN A 8.2 CM
 DH3747'DIAMETER CITY OF BELLINGHAM BRASS DISC IN CORETE ON STAINLESS STEEL
 DH3747'ROD IN CONCRETE INSIDE OF 18.3 CM DIAMETER CASE. DISC IS FLUSH WITH
 DH3747'CONCRETE, 9 CM BELOW TOP OF CASE, CASE IS FLUSH IN CONCRETE 6 CM BELOW
 DH3747'GRASSY GROUND SURFACE. MONUMENT IS 2.7 METERS WESTERLY OF CURB, 5.5
 DH3747'METERS SOUTHWESTERLY OF THE NORTHWEST CORNER OF THE PARKING LOT, 21
 DH3747'METERS EASTERLY OF A UTILITY POLE, 53 METERS WESTERLY OF FIRE STATION
 DH3747'PRACTICE TOWER. THERE ARE HI-TENSION POWERLINES 200 METERS EASTERLY OF
 DH3747'MONUMENT.
 DH3747
 DH3747                          STATION RECOVERY (2006)
 DH3747
 DH3747'RECOVERY NOTE BY US POWER SQUADRON 2006 (DJM)
 DH3747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4879 ***********************************************************************
 SY4879  DESIGNATION -  FIRLANDS SANITARIUM TANK
 SY4879  PID         -  SY4879
 SY4879  STATE/COUNTY-  WA/KING
 SY4879  USGS QUAD   -  EDMONDS EAST (1981)
 SY4879
 SY4879                         *CURRENT SURVEY CONTROL
 SY4879  ___________________________________________________________________
 SY4879* NAD 83(1991)-  47 46 12.95696(N)    122 21 05.75155(W)     ADJUSTED  
 SY4879* NAVD 88     -                                                        
 SY4879  ___________________________________________________________________
 SY4879  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 SY4879  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SY4879
 SY4879  HORZ ORDER  -  THIRD
 SY4879
 SY4879.The horizontal coordinates were established by classical geodetic methods
 SY4879.and adjusted by the National Geodetic Survey in December 1991..
 SY4879
 SY4879
 SY4879.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4879
 SY4879.The geoid height was determined by GEOID03.
 SY4879
 SY4879;                    North         East     Units Scale Factor Converg.
 SY4879;SPC WA N     -    86,762.041   386,208.751   MT  0.99996056   -1 07 49.4
 SY4879;SPC WA N     -   284,651.80  1,267,086.54   sFT  0.99996056   -1 07 49.4
 SY4879;UTM  10      - 5,290,970.291   548,582.149   MT  0.99962900   +0 28 48.4
 SY4879
 SY4879                          SUPERSEDED SURVEY CONTROL
 SY4879
 SY4879  NAD 83(1986)-  47 46 12.95148(N)    122 21 05.75561(W) AD(       ) 4
 SY4879  NAD 27      -  47 46 13.60400(N)    122 21 01.29200(W) AD(       ) 3
 SY4879
 SY4879.Superseded values are not recommended for survey control.
 SY4879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4879.See file dsdata.txt to determine how the superseded data were derived.
 SY4879
 SY4879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4858290970(NAD 83)
 SY4879
 SY4879  HISTORY     - Date     Condition        Report By
 SY4879  HISTORY     - 1921     MONUMENTED       CGS
 SY4879  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY4879  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SY4879  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY4879  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY4879
 SY4879                          STATION DESCRIPTION
 SY4879
 SY4879'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4879'A DARK WATER TANK ON SKYLINE OVER RICHMOND, AMONGST SOME TREES, AND
 SY4879'NOT READILY DISTINGUISHED.
 SY4879
 SY4879                          STATION RECOVERY (1934)
 SY4879
 SY4879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4879'HIGH, PROMINENT, WATER TANK SOME DISTANCE N OF CITY, IN THE
 SY4879'FIRLANDS SANITARIUM.
 SY4879
 SY4879                          STATION RECOVERY (1941)
 SY4879
 SY4879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JCS)
 SY4879'RECOVERED.
 SY4879
 SY4879                          STATION RECOVERY (1943)
 SY4879
 SY4879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4879'THIS TALL, STEEL, ELEVATED TANK IS IN THE NE CORNER OF THE GROUNDS OF
 SY4879'FIRLANDS SANITARIUM, 1/2 MILE NW OF RICHMOND HIGHLANDS.  IT IS IN
 SY4879'NE 1/4 NW 1/4 SW 1/4 OF SEC. 6, T. 26, R. 4.  IT IS SHOWN AS A
 SY4879'LANDMARK ON CHART 6450.
 SY4879'
 SY4879'THIS TANK WAS ALSO LOCATED BY SAMMONS PARTY IN 1941 AS TANK, 18 MI.
 SY4879'SSW OF EVERETT.
 SY4879
 SY4879                          STATION RECOVERY (1953)
 SY4879
 SY4879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4879'THIS TANK WAS TORN DOWN AS WITNESSED ON KING TELEVISION 26 MAY 1953.
 SY4879'FAIRLANDS SANITORIUM HAS MOVED TO ANOTHER LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0060 ***********************************************************************
 SD0060  DESIGNATION -  FIRST
 SD0060  PID         -  SD0060
 SD0060  STATE/COUNTY-  WA/PACIFIC
 SD0060  USGS QUAD   -  GRAYLAND (1994)
 SD0060
 SD0060                         *CURRENT SURVEY CONTROL
 SD0060  ___________________________________________________________________
 SD0060* NAD 83(1991)-  46 46 38.33565(N)    124 05 32.71619(W)     ADJUSTED  
 SD0060* NAVD 88     -         5.659  (meters)      18.57   (feet)  ADJUSTED  
 SD0060  ___________________________________________________________________
 SD0060  LAPLACE CORR-          14.52  (seconds)                    DEFLEC99
 SD0060  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 SD0060  DYNAMIC HT  -           5.659 (meters)      18.57  (feet)  COMP
 SD0060  MODELED GRAV-     980,739.2   (mgal)                       NAVD 88
 SD0060
 SD0060  HORZ ORDER  -  SECOND
 SD0060  VERT ORDER  -  FIRST     CLASS II
 SD0060
 SD0060.The horizontal coordinates were established by classical geodetic methods
 SD0060.and adjusted by the National Geodetic Survey in December 1991..
 SD0060
 SD0060.The orthometric height was determined by differential leveling
 SD0060.and adjusted by the National Geodetic Survey in June 1991..
 SD0060.WARNING-Repeat measurements at this control monument indicate possible
 SD0060.vertical movement.
 SD0060
 SD0060.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0060
 SD0060.The geoid height was determined by GEOID03.
 SD0060
 SD0060.The dynamic height is computed by dividing the NAVD 88
 SD0060.geopotential number by the normal gravity value computed on the
 SD0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0060.degrees latitude (g = 980.6199 gals.).
 SD0060
 SD0060.The modeled gravity was interpolated from observed gravity values.
 SD0060
 SD0060;                    North         East     Units Scale Factor Converg.
 SD0060;SPC WA S     -   166,745.583   225,758.426   MT  0.99992021   -2 36 34.3
 SD0060;SPC WA S     -   547,064.47    740,675.77   sFT  0.99992021   -2 36 34.3
 SD0060;UTM  10      - 5,180,997.838   416,603.925   MT  0.99968548   -0 47 45.9
 SD0060
 SD0060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0060!SPC WA S     -   1.00000295  x   0.99992021  =   0.99992316
 SD0060!UTM  10      -   1.00000295  x   0.99968548  =   0.99968842
 SD0060
 SD0060|---------------------------------------------------------------------|
 SD0060| PID    Reference Object                     Distance      Geod. Az  |
 SD0060|                                                           dddmmss.s |
 SD0060| SD0059 FIRST RM 1                           31.181 METERS 15806     |
 SD0060| SD0453 PC 064                              APPROX. 1.0 KM 1914054.8 |
 SD0060| SD0454 065                                 370.891 METERS 22452     |
 SD0060| SD0452 FIRST RM 2                           37.322 METERS 23611     |
 SD0060|---------------------------------------------------------------------|
 SD0060
 SD0060                          SUPERSEDED SURVEY CONTROL
 SD0060
 SD0060  NAD 83(1991)-  46 46 38.33520(N)    124 05 32.70930(W) AD(       ) 2
 SD0060  NAD 83(1986)-  46 46 38.32948(N)    124 05 32.70354(W) AD(       ) 2
 SD0060  NAD 27      -  46 46 38.98766(N)    124 05 28.07490(W) AD(       ) 2
 SD0060  NGVD 29 (??/??/92)    4.661  (m)           15.29   (f) ADJ UNCH    1 2
 SD0060
 SD0060.Superseded values are not recommended for survey control.
 SD0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0060.See file dsdata.txt to determine how the superseded data were derived.
 SD0060
 SD0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1660480998(NAD 83)
 SD0060_MARKER: DS = TRIANGULATION STATION DISK
 SD0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SD0060_SP_SET: TILE
 SD0060_STAMPING: FIRST 1926
 SD0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0060
 SD0060  HISTORY     - Date     Condition        Report By
 SD0060  HISTORY     - 1926     MONUMENTED       CGS
 SD0060  HISTORY     - 1952     GOOD             CGS
 SD0060  HISTORY     - 1968     GOOD             CGS
 SD0060  HISTORY     - 1968     GOOD             NGS
 SD0060  HISTORY     - 1977     GOOD             WA-049
 SD0060
 SD0060                          STATION DESCRIPTION
 SD0060
 SD0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (JMS)
 SD0060'STATION IS LOCATED ON THE OCEAN BEACH ABOUT 4 MILES N OF WILLAPA
 SD0060'BAY LIGHTHOUSE.  THE BEGINNING OF HIGH-WATER MARK IS 290 FEET W OF
 SD0060'THE STATION.  TWO ROWS OF 8-FOOT PILING, RUNNING N AND S FOR ABOUT 50
 SD0060'FEET BEAR N OF THE STATION AND ABOUT 300 FEET AWAY.  THERE IS A
 SD0060'SMALL SHINGLE-COVERED SHACK ABOUT 400 METERS N AND A SMALL OUTHOUSE
 SD0060'SHACK 40 METERS TO THE NE.
 SD0060'
 SD0060'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A 7-INCH ROUND RED TILE
 SD0060'FILLED WITH CONCRETE WHICH IN TURN SET IN AN IRREGULAR MASS OF
 SD0060'CONCRETE 3-1/2 FEET DEEP.  THE TILE PROTRUDES ABOUT 6 INCHES ABOVE
 SD0060'THE GROUND.
 SD0060'
 SD0060'UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING A GLASS BOTTLE.
 SD0060'
 SD0060'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A 5-INCH ROUND RED TILE
 SD0060'FILLED WITH CONCRETE (BASE OF CONCRETE 3-1/2 FEET DEEP) WHICH
 SD0060'PROTRUDES 6 INCHES ABOVE THE GROUND.  IT BEARS SE BY S OF THE
 SD0060'STATION.
 SD0060'
 SD0060'REFERENCE MARK NO.2 IS SIMILAR TO NO.1 AND BEARS W OF THE STATION.
 SD0060'
 SD0060'NOTE--REFERENCE MARK NO.1 IS RE-MARKED WITH A CHISELED ARROW
 SD0060'POINTING TOWARDS THE STATION.
 SD0060
 SD0060                          STATION RECOVERY (1952)
 SD0060
 SD0060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SD0060'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 SD0060'CONDITION.
 SD0060'
 SD0060'THE STATION IS LOCATED ABOUT 2-1/2 MILES S OF GRAYLAND, W OF THE
 SD0060'VILLAGE OF NORTH COVE, ABOUT 0.5 MILE N OF A ROAD LEADING W FROM
 SD0060'STATE HIGHWAY 13A TO THE OCEAN BEACH, ABOUT 350 METERS E OF THE
 SD0060'BEACH, ABOUT 500 FEET E OF THE HIGHER DUNES ALONG THE BEACH, 360 FEET
 SD0060'S OF A LONE GRASS-COVERED SAND DUNE ABOUT 6 FEET HIGH, ABOUT 110
 SD0060'FEET SW OF A GROUP OF POSTS WHICH MAY BE THE REMAINS OF AN OLD
 SD0060'CABIN, IN THE LOW SAND AND MARSH AREA BETWEEN THE BEACH AND THE
 SD0060'TREE LINE, AND 3 FEET W OF A WHITE WITNESS POST 5 FEET HIGH.
 SD0060'STATION MARK IS A STANDARD DISK, STAMPED FIRST 1926 AND SET IN THE
 SD0060'TOP OF A CONCRETE-FILLED 8-INCH TILE PIPE WHICH PROJECTS 12 INCHES.
 SD0060'
 SD0060'REFERENCE MARK 1 IS SE OF THE STATION, AND 1/2 FOOT E OF A SMALL
 SD0060'WHITE WITNESS POST.  IT IS A STANDARD DISK, STAMPED FIRST 1926 NO 1
 SD0060'WHICH IS PARTLY OBLITERATED BY AN ARROW WHICH IS STAMPED ON THE
 SD0060'DISK.  THE ARROW WHICH IS CAST ON THE DISK POINTS ABOUT 10 DEGREES
 SD0060'LEFT OF THE STATION, AND THE ARROW STAMPED ON THE DISK POINTS ABOUT
 SD0060'10 DEGREES RIGHT OF THE STATION.  THE MARK IS ABOUT 12 INCHES BELOW
 SD0060'THE SURFACE.
 SD0060'
 SD0060'REFERENCE MARK 2 IS SW OF THE STATION, AND ABOUT 6 INCHES BELOW THE
 SD0060'SURFACE.  IT IS A STANDARD DISK, STAMPED FIRST 1926 NO 2.  THERE IS
 SD0060'A SMALL WHITE WITNESS POST ON THE SE SIDE OF THE MARK.
 SD0060'
 SD0060'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE CHECKED
 SD0060'(APPROXIMATELY).
 SD0060'
 SD0060'THE STATION AND BOTH REFERENCE MARKS ARE FIRST-ORDER BENCH MARKS ON
 SD0060'LINE 13 WASHINGTON, CENTRALIA TO GRAYS HARBOR.
 SD0060
 SD0060                          STATION RECOVERY (1968)
 SD0060
 SD0060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CS)
 SD0060'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SD0060'CONDITION AND LEVELED OVER.
 SD0060'
 SD0060'TO REACH FROM THE POST OFFICE AT GRAYLAND, GO 3.0 MILES SOUTH ALONG
 SD0060'STATE HIGHWAY 105, THENCE 0.5 MILE WEST ALONG BEACH ROAD, THENCE
 SD0060'0.6 MILE ALONG A DIRT ROAD, IN R11W T15N, SECTION 19.
 SD0060'
 SD0060'THE STATION IS A C AND GS TRIANGULATION STATION DISC, STAMPED FIRST
 SD0060'1926.  0.15 MILE SOUTH OF A LONE HOUSE, 8-1/2 FEET EAST OF THE
 SD0060'CENTER LINE OF THE ROAD, 1.0 FOOT EAST OF A WITNESS POST, IN A
 SD0060'CONCRETE FILLED TILE PIPE 0.2 FOOT UNDERGROUND.
 SD0060'
 SD0060'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED FIRST NO 1 1926.
 SD0060'102.4 FEET SOUTH-SOUTHEAST OF THE STATION, 1.0 FOOT EAST OF A WITNESS
 SD0060'POST, IN THE TOP OF A CONCRETE FILLED TILE PIPE 1.0 FOOT
 SD0060'UNDERGROUND.
 SD0060'
 SD0060'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED FIRST NO 2 1926.
 SD0060'122.7 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE STATION, 0.8 FOOT
 SD0060'WEST OF A WITNESS POST, IN THE TOP OF A CONCRETE FILLED TILE PIPE
 SD0060'0.5 FOOT UNDERGROUND.
 SD0060'
 SD0060'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 3 MILES
 SD0060'SOUTH OF GRAYLAND.
 SD0060
 SD0060                          STATION RECOVERY (1968)
 SD0060
 SD0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SD0060'4.1 MI S FROM GRAYLAND.
 SD0060'3.0 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 SD0060'GRAYLAND, THENCE 0.5 MILE WEST ALONG BEACH ROAD, THENCE 0.6 MILE NORTH
 SD0060'ALONG A DIRT ROAD, IN R11W T15N, SECTION 19, 0.15 MILE SOUTH OF A LONE
 SD0060'HOUSE, 8 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 102.4 FEET
 SD0060'NORTH-NORTHWEST OF R.M. 1, 122.7 FEET NORTHEAST OF R.M. 2, 1.0 FOOT
 SD0060'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SD0060'OF A CONCRETE FILLED TILE PIPE 0.2 FOOT UNDERGROUND.
 SD0060
 SD0060                          STATION RECOVERY (1977)
 SD0060
 SD0060'RECOVERY NOTE BY PACIFIC COUNTY WASHINGTON 1977
 SD0060'STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 SD0060'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF GRAYLAND AND ABOUT
 SD0060'350 YARDS EAST OF THE OCEAN BEACH.
 SD0060'
 SD0060'TO REACH THE STATION FROM THE INTERSECTION OF SR 105 AND THE
 SD0060'TOKELAND ROAD (COUNTY ROAD LEADING TO THE VILLAGE OF TOKELAND) HEAD
 SD0060'NORTHWEST ALONG SR105, 5.29 MILES TO THE MIDWAY BEACH ROAD ON LEFT,
 SD0060'TURN LEFT ONTO MIDWAY BEACH ROAD AND GO .50 MILE TO HYDROGRAPHIC
 SD0060'SIGNAL AND A GRAVEL ROAD ON RIGHT, TURN RIGHT ONTO GRAVEL ROAD AND
 SD0060'GO .60 MILE GOING NORTH ALONG ROAD TO STATION ON THE RIGHT.
 SD0060'
 SD0060'STATION MARK IS A STANDARD DISK STAMPED FIRST 1926 SET IN THE TOP OF
 SD0060'A CONCRETE-FILLED 8-INCH TILE WHICH IS BURIED 6-INCHES BELOW THE
 SD0060'GROUND SURFACE.  THE STATION IS 9 FEET EAST OF THE CENTER OF A
 SD0060'GRAVEL ROAD, AND 1 FOOT SOUTH-SOUTHEAST OF A WITNESS POST.
 SD0060'
 SD0060'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FIRST 1926 NO.1 WITH
 SD0060'A CHISELED IN ARROW POINTING TOWARD THE STATION.  IT IS LOCATED
 SD0060'SOUTH-SOUTHEAST AND 6-INCHES BELOW THE GROUND SURFACE, A WITNESS
 SD0060'POST IS LOCATED 7-INCHES WEST.
 SD0060'
 SD0060'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED FIRST 1926 NO.2, IT
 SD0060'IS LOCATED SOUTH-SOUTHWEST AND 6-INCHES BELOW THE GROUND SURFACE A
 SD0060'WITNESS POST IS LOCATED 7-INCHES TO THE EAST.
 SD0060'
 SD0060'THE HYDROGRAPHIC SIGNAL IS LOCATED AT INTERSECTION OF THE GRAVEL
 SD0060'ROAD LEADING TO THE STATION.  IT IS ABOUT 6 METERS AT THE PEAK AND
 SD0060'HAS THREE 6 BY 6-INCH SUPPORT LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4866 ***********************************************************************
 SY4866  DESIGNATION -  FIRST ANGLE POINT
 SY4866  PID         -  SY4866
 SY4866  STATE/COUNTY-  WA/SNOHOMISH
 SY4866  USGS QUAD   -  MUKILTEO (1978)
 SY4866
 SY4866                         *CURRENT SURVEY CONTROL
 SY4866  ___________________________________________________________________
 SY4866* NAD 83(1991)-  47 54 18.35524(N)    122 19 28.11452(W)     ADJUSTED  
 SY4866* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 SY4866  ___________________________________________________________________
 SY4866  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 SY4866  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY4866
 SY4866  HORZ ORDER  -  THIRD
 SY4866
 SY4866.The horizontal coordinates were established by classical geodetic methods
 SY4866.and adjusted by the National Geodetic Survey in December 1991..
 SY4866
 SY4866.The orthometric height was scaled from a topographic map.
 SY4866
 SY4866.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4866
 SY4866.The geoid height was determined by GEOID03.
 SY4866
 SY4866;                    North         East     Units Scale Factor Converg.
 SY4866;SPC WA N     -   101,710.482   388,531.649   MT  0.99994912   -1 06 36.7
 SY4866;SPC WA N     -   333,695.14  1,274,707.59   sFT  0.99994912   -1 06 36.7
 SY4866;UTM  10      - 5,305,973.260   550,483.265   MT  0.99963132   +0 30 04.6
 SY4866
 SY4866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4866!SPC WA N     -   1.00000285  x   0.99994912  =   0.99995197
 SY4866!UTM  10      -   1.00000285  x   0.99963132  =   0.99963417
 SY4866
 SY4866:                Primary Azimuth Mark                     Grid Az
 SY4866:SPC WA N     -  SOUTH RANGE                              194 41 40.2
 SY4866:UTM  10      -  SOUTH RANGE                              193 04 58.9
 SY4866
 SY4866|---------------------------------------------------------------------|
 SY4866| PID    Reference Object                     Distance      Geod. Az  |
 SY4866|                                                           dddmmss.s |
 SY4866| SY4871 SOUTH RANGE                         APPROX. 0.8 KM 1933503.5 |
 SY4866| SY4867 RAIL                                128.438 METERS 19659     |
 SY4866|---------------------------------------------------------------------|
 SY4866
 SY4866                          SUPERSEDED SURVEY CONTROL
 SY4866
 SY4866  NAD 83(1986)-  47 54 18.35148(N)    122 19 28.11611(W) AD(       ) 3
 SY4866  NAD 27      -  47 54 19.01000(N)    122 19 23.63000(W) AD(       ) 3
 SY4866
 SY4866.Superseded values are not recommended for survey control.
 SY4866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4866.See file dsdata.txt to determine how the superseded data were derived.
 SY4866
 SY4866_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5048305973(NAD 83)
 SY4866
 SY4866  HISTORY     - Date     Condition        Report By
 SY4866  HISTORY     - UNK      MONUMENTED
 SY4866  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY4866
 SY4866                          STATION DESCRIPTION
 SY4866
 SY4866'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (FN)
 SY4866'THIS STATION WAS NOT DESCRIBED.  NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4469 ***********************************************************************
 SY4469  DESIGNATION -  FIRST BAPTIST CHURCH SPIRE
 SY4469  PID         -  SY4469
 SY4469  STATE/COUNTY-  WA/KING
 SY4469  USGS QUAD   -  POVERTY BAY (1994)
 SY4469
 SY4469                         *CURRENT SURVEY CONTROL
 SY4469  ___________________________________________________________________
 SY4469* NAD 83(1991)-  47 36 44.20101(N)    122 19 19.03159(W)     ADJUSTED  
 SY4469* NAVD 88     -                                                        
 SY4469  ___________________________________________________________________
 SY4469  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 SY4469  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SY4469
 SY4469  HORZ ORDER  -  THIRD
 SY4469
 SY4469.The horizontal coordinates were established by classical geodetic methods
 SY4469.and adjusted by the National Geodetic Survey in December 1991..
 SY4469
 SY4469
 SY4469.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4469
 SY4469.The geoid height was determined by GEOID03.
 SY4469
 SY4469;                    North         East     Units Scale Factor Converg.
 SY4469;SPC WA N     -    69,156.686   388,090.516   MT  0.99998095   -1 06 29.9
 SY4469;SPC WA N     -   226,891.56  1,273,260.30   sFT  0.99998095   -1 06 29.9
 SY4469;UTM  10      - 5,273,430.708   550,956.951   MT  0.99963191   +0 30 02.9
 SY4469
 SY4469                          SUPERSEDED SURVEY CONTROL
 SY4469
 SY4469  NAD 83(1986)-  47 36 44.19480(N)    122 19 19.03729(W) AD(       ) 4
 SY4469  NAD 27      -  47 36 44.84100(N)    122 19 14.58600(W) AD(       ) 3
 SY4469
 SY4469.Superseded values are not recommended for survey control.
 SY4469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4469.See file dsdata.txt to determine how the superseded data were derived.
 SY4469
 SY4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5095773431(NAD 83)
 SY4469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY4469+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 SY4469
 SY4469  HISTORY     - Date     Condition        Report By
 SY4469  HISTORY     - 1934     MONUMENTED       CGS
 SY4469  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4469  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4469  HISTORY     - 1983     GOOD             USPSQD
 SY4469  HISTORY     - 20050515 GOOD             USPSQD
 SY4469
 SY4469                          STATION DESCRIPTION
 SY4469
 SY4469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4469'ON THE STEEPLE OF THE FIRST BAPTIST CHURCH AT HARVARD AND SENECA
 SY4469'STREETS, SEATTLE.
 SY4469
 SY4469                          STATION RECOVERY (1951)
 SY4469
 SY4469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4469'THE TALL SLENDER STEEPLE TOPPED WITH A GILTED STAFF WITH BALL ON
 SY4469'THE FIRST BAPTIST CHURCH AT THE INTERSECTION OF SENECA AND HARVARD
 SY4469'STREETS, SW CORNER THEREOF.  THE CORNERSTONE OF THE CHURCH BEARS
 SY4469'AN ERECTION DATE OF THE YEAR 1910.
 SY4469
 SY4469                          STATION RECOVERY (1968)
 SY4469
 SY4469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4469'STATION RECOVERED IN GOOD CONDITION, AS DESCRIBED BY J. S. IN 1951.
 SY4469
 SY4469                          STATION RECOVERY (1983)
 SY4469
 SY4469'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4469'STATION RECOVERED GOOD.
 SY4469'
 SY4469'RECOVERED AS DESCRIBED.
 SY4469
 SY4469                          STATION RECOVERY (2005)
 SY4469
 SY4469'RECOVERY NOTE BY US POWER SQUADRON 2005 (SWS)
 SY4469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0434 ***********************************************************************
 TQ0434  DESIGNATION -  FIRST BUTTE LOOKOUT HOUSE
 TQ0434  PID         -  TQ0434
 TQ0434  STATE/COUNTY-  WA/OKANOGAN
 TQ0434  USGS QUAD   -  PEARRYGIN PEAK (1991)
 TQ0434
 TQ0434                         *CURRENT SURVEY CONTROL
 TQ0434  ___________________________________________________________________
 TQ0434* NAD 83(1991)-  48 37 08.93072(N)    120 06 32.06254(W)     ADJUSTED  
 TQ0434* NAVD 88     -                                                        
 TQ0434  ___________________________________________________________________
 TQ0434  LAPLACE CORR-           8.86  (seconds)                    DEFLEC99
 TQ0434  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 TQ0434
 TQ0434  HORZ ORDER  -  THIRD
 TQ0434
 TQ0434.The horizontal coordinates were established by classical geodetic methods
 TQ0434.and adjusted by the National Geodetic Survey in December 1991..
 TQ0434
 TQ0434
 TQ0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0434
 TQ0434.The geoid height was determined by GEOID03.
 TQ0434
 TQ0434;                    North         East     Units Scale Factor Converg.
 TQ0434;SPC WA N     -   180,277.030   553,408.774   MT  0.99998053   +0 32 21.7
 TQ0434;SPC WA N     -   591,458.89  1,815,641.95   sFT  0.99998053   +0 32 21.7
 TQ0434;UTM  10      - 5,389,154.531   713,058.157   MT  1.00015773   +2 10 12.3
 TQ0434
 TQ0434                          SUPERSEDED SURVEY CONTROL
 TQ0434
 TQ0434  NAD 83(1986)-  48 37 08.93038(N)    120 06 32.05804(W) AD(       ) 4
 TQ0434  NAD 27      -  48 37 09.40700(N)    120 06 27.75700(W) AD(       ) 3
 TQ0434
 TQ0434.Superseded values are not recommended for survey control.
 TQ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0434.See file dsdata.txt to determine how the superseded data were derived.
 TQ0434
 TQ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UGU1305889155(NAD 83)
 TQ0434
 TQ0434  HISTORY     - Date     Condition        Report By
 TQ0434  HISTORY     - 1950     MONUMENTED       CGS
 TQ0434
 TQ0434                          STATION DESCRIPTION
 TQ0434
 TQ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 TQ0434'STATION IS ON THE HIGHEST POINT OF FIRST BU, IN THE CHELAN NATIONAL
 TQ0434'FOREST, AIRLINE, ABOUT 14 MILES EAST NORTHEAST OF MAZAMA, 11 MILES
 TQ0434'NORTH NORTHEAST OF WINTHROP AND 2-1/2 MILES EAST OF THE CHEWACK
 TQ0434'CREEK.
 TQ0434'
 TQ0434'FIRST BU L.O.H. IS A STANDARD FOREST SERVICE LOOKOUT HOUSE.  THE
 TQ0434'POINT OF INTERSECTION WAS THE PEAK OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD3122 ***********************************************************************
 RD3122  DESIGNATION -  FIRST DISTRICT
 RD3122  PID         -  RD3122
 RD3122  STATE/COUNTY-  WA/CLARK
 RD3122  USGS QUAD   -  PORTLAND (1990)
 RD3122
 RD3122                         *CURRENT SURVEY CONTROL
 RD3122  ___________________________________________________________________
 RD3122* NAD 83(1991)-  45 36 53.86937(N)    122 39 06.62924(W)     ADJUSTED  
 RD3122* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 RD3122  ___________________________________________________________________
 RD3122  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 RD3122  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RD3122
 RD3122  HORZ ORDER  -  THIRD
 RD3122
 RD3122.The horizontal coordinates were established by classical geodetic methods
 RD3122.and adjusted by the National Geodetic Survey in December 1991..
 RD3122
 RD3122.The orthometric height was scaled from a topographic map.
 RD3122
 RD3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD3122
 RD3122.The geoid height was determined by GEOID03.
 RD3122
 RD3122;                    North         East     Units Scale Factor Converg.
 RD3122;SPC WA S     -    33,593.306   332,170.161   MT  1.00005664   -1 33 47.1
 RD3122;SPC WA S     -   110,214.04  1,089,794.94   sFT  1.00005664   -1 33 47.1
 RD3122;SPC OR N     -   218,735.550 2,332,191.297   MT  0.99992489   -1 31 33.8
 RD3122;SPC OR N     -   717,636.32  7,651,546.25   iFT  0.99992489   -1 31 33.8
 RD3122;UTM  10      - 5,051,327.708   527,145.099   MT  0.99960906   +0 14 55.7
 RD3122
 RD3122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD3122!SPC WA S     -   1.00000168  x   1.00005664  =   1.00005832
 RD3122!SPC OR N     -   1.00000168  x   0.99992489  =   0.99992657
 RD3122!UTM  10      -   1.00000168  x   0.99960906  =   0.99961074
 RD3122
 RD3122:                Primary Azimuth Mark                     Grid Az
 RD3122:SPC WA S     -  VANCOUVER ROUND TOPPED TANK              012 05 50.1
 RD3122:SPC OR N     -  VANCOUVER ROUND TOPPED TANK              012 03 36.8
 RD3122:UTM  10      -  VANCOUVER ROUND TOPPED TANK              010 17 07.3
 RD3122
 RD3122|---------------------------------------------------------------------|
 RD3122| PID    Reference Object                     Distance      Geod. Az  |
 RD3122|                                                           dddmmss.s |
 RD3122| RD3348 VANCOUVER ROUND TOPPED TANK         APPROX. 2.3 KM 0103203.0 |
 RD3122| RD3347 VANCOUVER CONICAL TOP TANK          APPROX. 1.9 KM 0123759.4 |
 RD3122| RD3342 VANCOUVER ST SCH FOR DEAF STK       APPROX. 1.5 KM 0413812.2 |
 RD3122| RD2831 HAZEL                               APPROX. 3.0 KM 0823804.6 |
 RD3122| RD3137 TOMAHAWK ISLAND UPPER DIKE LT       APPROX. 1.1 KM 1632230.7 |
 RD3122| RD3175 DIKE B DOLPHIN AT SOUTH END         APPROX. 1.3 KM 1672552.7 |
 RD3122| RD3075 N PORTLAND YACHT CLUB CUP FLAG      APPROX. 1.6 KM 1803630.5 |
 RD3122| RD3157 DIKE A DOLPHIN AT NORTH END         APPROX. 0.9 KM 2240102.8 |
 RD3122| RD3340 VANCOUVER LARGE SCH BLDG CROSS      APPROX. 2.0 KM 3214001.0 |
 RD3122|---------------------------------------------------------------------|
 RD3122
 RD3122                          SUPERSEDED SURVEY CONTROL
 RD3122
 RD3122  NAD 83(1991)-  45 36 53.86937(N)    122 39 06.62924(W) AD(       ) 3
 RD3122  NAD 83(1986)-  45 36 53.88745(N)    122 39 06.63195(W) AD(       ) 3
 RD3122  NAD 27      -  45 36 54.46600(N)    122 39 02.28500(W) AD(       ) 3
 RD3122
 RD3122.Superseded values are not recommended for survey control.
 RD3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD3122.See file dsdata.txt to determine how the superseded data were derived.
 RD3122
 RD3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER2714551328(NAD 83)
 RD3122
 RD3122  HISTORY     - Date     Condition        Report By
 RD3122  HISTORY     - 1938     MONUMENTED       USE
 RD3122  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD3122  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RD3122
 RD3122                          STATION DESCRIPTION
 RD3122
 RD3122'DESCRIBED BY US ENGINEERS 1938 (WMS)
 RD3122'ON THE N SHORE OF THE COLUMBIA RIVER, 1-1/4 MILES ABOVE THE
 RD3122'INTERSTATE BRIDGE, 2 METERS N OF THE TOP EDGE OF THE BANK, 137 METERS
 RD3122'DOWNSTREAM FROM A FENCE NORMAL TO THE RIVER AXIS.  660 METERS
 RD3122'DOWNSTREAM FROM RYAN POINT LIGHT.
 RD3122'
 RD3122'STATION IS MARKED BY U.S.E. BRASS CAP ON IRON PIPE.  NO REFERENCE
 RD3122'MARKS.
 RD3122
 RD3122                          STATION RECOVERY (1945)
 RD3122
 RD3122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD3122'THE VICINITY OF THIS STATION WAS VISITED AND ACCORDING TO
 RD3122'INFORMATION FURNISHED BY THE OFFICE OF THE KAISER SHIPYARD IN
 RD3122'VANCOUVER, THE AREA IN WHICH THIS STATION WAS LOCATED HAS BEEN FILLED
 RD3122'IN, AND IS AT PRESENT PART OF THE OUTFITTING DOCK.
 RD3122'
 RD3122'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
 RD3122
 RD3122                          STATION RECOVERY (1960)
 RD3122
 RD3122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FN)
 RD3122'THE LOCATION WHERE THIS STATION WAS ESTABLISHED IS NOW THE VANCOUVER
 RD3122'SHIP YARDS.  THIS STATION WAS DESTROYED WHEN THE SHIP YARDS WERE
 RD3122'BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2739 ***********************************************************************
 SY2739  DESIGNATION -  FIRST PRESB CHURCH SPIRE
 SY2739  PID         -  SY2739
 SY2739  STATE/COUNTY-  WA/PIERCE
 SY2739  USGS QUAD   -  TACOMA NORTH (1994)
 SY2739
 SY2739                         *CURRENT SURVEY CONTROL
 SY2739  ___________________________________________________________________
 SY2739* NAD 83(1991)-  47 15 48.78056(N)    122 26 50.00035(W)     ADJUSTED  
 SY2739* NAVD 88     -                                                        
 SY2739  ___________________________________________________________________
 SY2739  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 SY2739  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY2739
 SY2739  HORZ ORDER  -  THIRD
 SY2739
 SY2739.The horizontal coordinates were established by classical geodetic methods
 SY2739.and adjusted by the National Geodetic Survey in December 1991..
 SY2739
 SY2739
 SY2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2739
 SY2739.The geoid height was determined by GEOID03.
 SY2739
 SY2739;                    North         East     Units Scale Factor Converg.
 SY2739;SPC WA S     -   216,370.707   352,649.090   MT  0.99998478   -1 24 52.0
 SY2739;SPC WA S     -   709,876.23  1,156,982.89   sFT  0.99998478   -1 24 52.0
 SY2739;SPC WA N     -    30,583.158   377,861.488   MT  1.00005249   -1 12 05.7
 SY2739;SPC WA N     -   100,338.24  1,239,700.57   sFT  1.00005249   -1 12 05.7
 SY2739;UTM  10      - 5,234,600.327   541,818.094   MT  0.99962149   +0 24 21.6
 SY2739
 SY2739                          SUPERSEDED SURVEY CONTROL
 SY2739
 SY2739  NAD 83(1986)-  47 15 48.77479(N)    122 26 50.01425(W) AD(       ) 4
 SY2739  NAD 27      -  47 15 49.41300(N)    122 26 45.56200(W) AD(       ) 3
 SY2739
 SY2739.Superseded values are not recommended for survey control.
 SY2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2739.See file dsdata.txt to determine how the superseded data were derived.
 SY2739
 SY2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4181834600(NAD 83)
 SY2739_MARKER: 90 = CHURCH SPIRE
 SY2739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY2739+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 SY2739
 SY2739  HISTORY     - Date     Condition        Report By
 SY2739  HISTORY     - 1927     FIRST OBSERVED   CGS
 SY2739  HISTORY     - 1971     GOOD             NGS
 SY2739  HISTORY     - 1974     GOOD             NGS
 SY2739  HISTORY     - 1978     GOOD             NOS
 SY2739  HISTORY     - 1988     GOOD             USPSQD
 SY2739  HISTORY     - 20041120 GOOD             USPSQD
 SY2739  HISTORY     - 20060130 GOOD             GEOCAC
 SY2739
 SY2739                          STATION DESCRIPTION
 SY2739
 SY2739'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 SY2739'STATION IS AN ORNATELY-COLORED DOME.
 SY2739
 SY2739                          STATION RECOVERY (1971)
 SY2739
 SY2739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SY2739'STATION PREVIOUSLY DESCRIBED UNDER THE NAME TOWER, FIRST
 SY2739'PRESBYTERIAN CHURCH.
 SY2739'
 SY2739'THE STATION IS THE FINIAL IN THE TOP CENTER OF A LIGHT BLUE
 SY2739'COLORED, EIGHT-SIDED DOME ON A BRICK TOWER WITH WINDOWS, ON THE
 SY2739'LARGE, BRICK CHURCH IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 SY2739'DIVISION AND TACOMA AVENUE IN TACOMA.  ON EACH OF THE EIGHT SIDES
 SY2739'OF THE DOME, THERE IS A CIRCLE WITH A SYMBOL SUCH AS A SQUARE,
 SY2739'CROSS, TRIANGLE, ETC WITHIN THE CIRCLE.
 SY2739
 SY2739                          STATION RECOVERY (1974)
 SY2739
 SY2739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (MHF)
 SY2739'RECOVERED AS DESCRIBED BY L.F.S. IN 1971.
 SY2739'
 SY2739'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY2739'0.25 MILES NORTH OF DOWNTOWN TACOMA.
 SY2739
 SY2739                          STATION RECOVERY (1978)
 SY2739
 SY2739'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RBM)
 SY2739'THE STATION WAS RECOVERED AS DESCRIBED.
 SY2739
 SY2739                          STATION RECOVERY (1988)
 SY2739
 SY2739'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY2739'RECOVERED IN GOOD CONDITION.
 SY2739
 SY2739                          STATION RECOVERY (2004)
 SY2739
 SY2739'RECOVERY NOTE BY US POWER SQUADRON 2004 (BKK)
 SY2739'RECOVERED IN GOOD CONDITION.
 SY2739
 SY2739                          STATION RECOVERY (2006)
 SY2739
 SY2739'RECOVERY NOTE BY GEOCACHING 2006 (HMT)
 SY2739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0059 ***********************************************************************
 SD0059  DESIGNATION -  FIRST RM 1
 SD0059  PID         -  SD0059
 SD0059  STATE/COUNTY-  WA/PACIFIC
 SD0059  USGS QUAD   -  GRAYLAND (1994)
 SD0059
 SD0059                         *CURRENT SURVEY CONTROL
 SD0059  ___________________________________________________________________
 SD0059* NAD 83(1986)-  46 46 37.     (N)    124 05 33.     (W)     SCALED    
 SD0059* NAVD 88     -         5.744  (meters)      18.85   (feet)  ADJUSTED  
 SD0059  ___________________________________________________________________
 SD0059  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 SD0059  DYNAMIC HT  -           5.745 (meters)      18.85  (feet)  COMP
 SD0059  MODELED GRAV-     980,739.3   (mgal)                       NAVD 88
 SD0059
 SD0059  VERT ORDER  -  FIRST     CLASS II
 SD0059
 SD0059.The horizontal coordinates were scaled from a topographic map and have
 SD0059.an estimated accuracy of +/- 6 seconds.
 SD0059
 SD0059.The orthometric height was determined by differential leveling
 SD0059.and adjusted by the National Geodetic Survey in June 1991..
 SD0059
 SD0059.The geoid height was determined by GEOID03.
 SD0059
 SD0059.The dynamic height is computed by dividing the NAVD 88
 SD0059.geopotential number by the normal gravity value computed on the
 SD0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0059.degrees latitude (g = 980.6199 gals.).
 SD0059
 SD0059.The modeled gravity was interpolated from observed gravity values.
 SD0059
 SD0059;                    North         East    Units  Estimated Accuracy
 SD0059;SPC WA S     -   166,710.      225,750.      MT  (+/- 180 meters Scaled)
 SD0059
 SD0059                          SUPERSEDED SURVEY CONTROL
 SD0059
 SD0059  NGVD 29 (??/??/92)    4.746  (m)           15.57   (f) ADJ UNCH    1 2
 SD0059
 SD0059.Superseded values are not recommended for survey control.
 SD0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0059.See file dsdata.txt to determine how the superseded data were derived.
 SD0059
 SD0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS165809(NAD 83)
 SD0059_MARKER: DR = REFERENCE MARK DISK
 SD0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SD0059_SP_SET: TILE
 SD0059_STAMPING: FIRST NO 1 1926
 SD0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0059
 SD0059  HISTORY     - Date     Condition        Report By
 SD0059  HISTORY     - 1926     MONUMENTED       CGS
 SD0059  HISTORY     - 1968     GOOD             NGS
 SD0059
 SD0059                          STATION DESCRIPTION
 SD0059
 SD0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SD0059'4.1 MI S FROM GRAYLAND.
 SD0059'3.0 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 SD0059'GRAYLAND, THENCE 0.5 MILE WEST ALONG BEACH ROAD, THENCE 0.6 MILE NORTH
 SD0059'ALONG A DIRT ROAD, IN R11W T15N, SECTION 19, 44 FEET EAST OF THE
 SD0059'CENTER LINE OF THE ROAD, 102.4 FEET SOUTH-SOUTHEAST OF THE STATION,
 SD0059'142.8 FEET EAST-SOUTHEAST OF R.M. 2, 1.0 FOOT EAST OF A WITNESS POST,
 SD0059'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE FILLED
 SD0059'TILE PIPE 1.0 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0061 ***********************************************************************
 SD0061  DESIGNATION -  FIRST RM 2
 SD0061  PID         -  SD0061
 SD0061  STATE/COUNTY-  WA/PACIFIC
 SD0061  USGS QUAD   -  GRAYLAND (1994)
 SD0061
 SD0061                         *CURRENT SURVEY CONTROL
 SD0061  ___________________________________________________________________
 SD0061* NAD 83(1986)-  46 46 37.     (N)    124 05 33.     (W)     SCALED    
 SD0061* NAVD 88     -         5.752  (meters)      18.87   (feet)  ADJUSTED  
 SD0061  ___________________________________________________________________
 SD0061  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 SD0061  DYNAMIC HT  -           5.753 (meters)      18.87  (feet)  COMP
 SD0061  MODELED GRAV-     980,739.3   (mgal)                       NAVD 88
 SD0061
 SD0061  VERT ORDER  -  FIRST     CLASS II
 SD0061
 SD0061.The horizontal coordinates were scaled from a topographic map and have
 SD0061.an estimated accuracy of +/- 6 seconds.
 SD0061
 SD0061.The orthometric height was determined by differential leveling
 SD0061.and adjusted by the National Geodetic Survey in June 1991..
 SD0061
 SD0061.The geoid height was determined by GEOID03.
 SD0061
 SD0061.The dynamic height is computed by dividing the NAVD 88
 SD0061.geopotential number by the normal gravity value computed on the
 SD0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0061.degrees latitude (g = 980.6199 gals.).
 SD0061
 SD0061.The modeled gravity was interpolated from observed gravity values.
 SD0061
 SD0061;                    North         East    Units  Estimated Accuracy
 SD0061;SPC WA S     -   166,710.      225,750.      MT  (+/- 180 meters Scaled)
 SD0061
 SD0061                          SUPERSEDED SURVEY CONTROL
 SD0061
 SD0061  NGVD 29 (??/??/92)    4.755  (m)           15.60   (f) ADJ UNCH    1 2
 SD0061
 SD0061.Superseded values are not recommended for survey control.
 SD0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0061.See file dsdata.txt to determine how the superseded data were derived.
 SD0061
 SD0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS165809(NAD 83)
 SD0061_MARKER: DR = REFERENCE MARK DISK
 SD0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SD0061_SP_SET: TILE
 SD0061_STAMPING: FIRST NO 2 1926
 SD0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SD0061
 SD0061  HISTORY     - Date     Condition        Report By
 SD0061  HISTORY     - 1926     MONUMENTED       CGS
 SD0061  HISTORY     - 1968     GOOD             NGS
 SD0061
 SD0061                          STATION DESCRIPTION
 SD0061
 SD0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SD0061'4.1 MI S FROM GRAYLAND.
 SD0061'3.0 MILES SOUTH ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 SD0061'GRAYLAND, THENCE 0.5 MILE WEST ALONG BEACH ROAD, THENCE 0.6 MILE NORTH
 SD0061'ALONG A DIRT ROAD, IN R11W T15N, SECTION 19, ON A SMALL MOUND, 96 FEET
 SD0061'WEST OF THE CENTER LINE OF THE ROAD, 122.7 FEET SOUTHWEST AND ACROSS
 SD0061'THE ROAD FROM THE STATION, 142.8 FEET WEST-NORTHWEST AND ACROSS THE
 SD0061'ROAD FROM R.M. 1, 0.8 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH
 SD0061'THE ROAD, AND SET IN THE TOP OF A CONCRETE FILLED TILE PIPE 0.5 FOOT
 SD0061'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2832 ***********************************************************************
 RD2832  DESIGNATION -  FISH
 RD2832  PID         -  RD2832
 RD2832  STATE/COUNTY-  WA/CLARK
 RD2832  USGS QUAD   -  MOUNT TABOR (1990)
 RD2832
 RD2832                         *CURRENT SURVEY CONTROL
 RD2832  ___________________________________________________________________
 RD2832* NAD 83(1991)-  45 35 13.94869(N)    122 30 21.77862(W)     ADJUSTED  
 RD2832* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 RD2832  ___________________________________________________________________
 RD2832  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 RD2832  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 RD2832
 RD2832  HORZ ORDER  -  THIRD
 RD2832
 RD2832.The horizontal coordinates were established by classical geodetic methods
 RD2832.and adjusted by the National Geodetic Survey in December 1991..
 RD2832
 RD2832.The orthometric height was scaled from a topographic map.
 RD2832
 RD2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2832
 RD2832.The geoid height was determined by GEOID03.
 RD2832
 RD2832;                    North         East     Units Scale Factor Converg.
 RD2832;SPC WA S     -    30,209.543   343,459.996   MT  1.00006486   -1 27 25.9
 RD2832;SPC WA S     -    99,112.48  1,126,835.00   sFT  1.00006486   -1 27 25.9
 RD2832;SPC OR N     -   215,359.302 2,343,481.688   MT  0.99992123   -1 25 21.6
 RD2832;SPC OR N     -   706,559.39  7,688,588.22   iFT  0.99992123   -1 25 21.6
 RD2832;UTM  10      - 5,048,303.772   538,531.134   MT  0.99961825   +0 21 10.2
 RD2832
 RD2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2832!SPC WA S     -   1.00000324  x   1.00006486  =   1.00006810
 RD2832!SPC OR N     -   1.00000324  x   0.99992123  =   0.99992447
 RD2832!UTM  10      -   1.00000324  x   0.99961825  =   0.99962149
 RD2832
 RD2832:                Primary Azimuth Mark                     Grid Az
 RD2832:SPC WA S     -  MOLE                                     102 48 37.8
 RD2832:SPC OR N     -  MOLE                                     102 46 33.5
 RD2832:UTM  10      -  MOLE                                     101 00 01.7
 RD2832
 RD2832|---------------------------------------------------------------------|
 RD2832| PID    Reference Object                     Distance      Geod. Az  |
 RD2832|                                                           dddmmss.s |
 RD2832| RD2343 MOLE                                APPROX. 1.5 KM 1012111.9 |
 RD2832|---------------------------------------------------------------------|
 RD2832
 RD2832                          SUPERSEDED SURVEY CONTROL
 RD2832
 RD2832  NAD 83(1991)-  45 35 13.94869(N)    122 30 21.77862(W) AD(       ) 3
 RD2832  NAD 83(1986)-  45 35 13.96497(N)    122 30 21.78213(W) AD(       ) 3
 RD2832  NAD 27      -  45 35 14.53800(N)    122 30 17.43900(W) AD(       ) 3
 RD2832
 RD2832.Superseded values are not recommended for survey control.
 RD2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2832.See file dsdata.txt to determine how the superseded data were derived.
 RD2832
 RD2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3853148304(NAD 83)
 RD2832
 RD2832  HISTORY     - Date     Condition        Report By
 RD2832  HISTORY     - 1935     MONUMENTED       USE
 RD2832  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RD2832
 RD2832                          STATION DESCRIPTION
 RD2832
 RD2832'DESCRIBED BY US ENGINEERS 1935
 RD2832'ON N BANK OF COLUMBIA RIVER, IN TOP OF 4TH DOLPHIN ABOUT 300
 RD2832'FEET DOWNSTREAM FROM FISHER LANDING.
 RD2832'
 RD2832'STATION MARKED BY SPIKE, AND IS SUBJECT TO DESTRUCTION.
 RD2832
 RD2832                          STATION RECOVERY (1945)
 RD2832
 RD2832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAE)
 RD2832'STATION WAS RECOVERED AS DESCRIBED BY THE U.S.E. IN 1935 WITH THE
 RD2832'EXCEPTION NOTED BELOW.
 RD2832'
 RD2832'THE TOP OF THE PILE IS MARKED BY A TRIANGLE MADE OF NAILS,
 RD2832'INSTEAD OF A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2583 ***********************************************************************
 SC2583  DESIGNATION -  FISH
 SC2583  PID         -  SC2583
 SC2583  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2583  USGS QUAD   -  ABERDEEN (1994)
 SC2583
 SC2583                         *CURRENT SURVEY CONTROL
 SC2583  ___________________________________________________________________
 SC2583* NAD 83(1991)-  46 57 08.73901(N)    123 51 34.63480(W)     ADJUSTED  
 SC2583* NAVD 88     -                                                        
 SC2583  ___________________________________________________________________
 SC2583  LAPLACE CORR-          12.29  (seconds)                    DEFLEC99
 SC2583  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SC2583
 SC2583  HORZ ORDER  -  THIRD
 SC2583
 SC2583.The horizontal coordinates were established by classical geodetic methods
 SC2583.and adjusted by the National Geodetic Survey in December 1991..
 SC2583
 SC2583
 SC2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2583
 SC2583.The geoid height was determined by GEOID03.
 SC2583
 SC2583;                    North         East     Units Scale Factor Converg.
 SC2583;SPC WA S     -   185,410.198   244,347.884   MT  0.99993513   -2 26 25.5
 SC2583;SPC WA S     -   608,299.96    801,664.68   sFT  0.99993513   -2 26 25.5
 SC2583;UTM  10      - 5,200,236.174   434,589.014   MT  0.99965259   -0 37 41.6
 SC2583
 SC2583                          SUPERSEDED SURVEY CONTROL
 SC2583
 SC2583  NAD 83(1986)-  46 57 08.73419(N)    123 51 34.63415(W) AD(       ) 4
 SC2583  NAD 27      -  46 57 09.42100(N)    123 51 30.03600(W) AD(       ) 3
 SC2583
 SC2583.Superseded values are not recommended for survey control.
 SC2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2583.See file dsdata.txt to determine how the superseded data were derived.
 SC2583
 SC2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3458900236(NAD 83)
 SC2583
 SC2583  HISTORY     - Date     Condition        Report By
 SC2583  HISTORY     - UNK      MONUMENTED
 SC2583  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2583
 SC2583                          STATION DESCRIPTION
 SC2583
 SC2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2583'THIS STATION WAS NOT RECOVERED.
 SC2583'
 SC2583'THERE IS NO OBJECT IN THE VICINITY THAT COULD BE THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1887 ***********************************************************************
 TR1887  DESIGNATION -  FISH 1956
 TR1887  PID         -  TR1887
 TR1887  STATE/COUNTY-  WA/SKAGIT
 TR1887  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1887
 TR1887                         *CURRENT SURVEY CONTROL
 TR1887  ___________________________________________________________________
 TR1887* NAD 83(1991)-  48 34 34.47475(N)    122 30 18.94484(W)     ADJUSTED  
 TR1887* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1887  ___________________________________________________________________
 TR1887  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 TR1887  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 TR1887
 TR1887  HORZ ORDER  -  THIRD
 TR1887
 TR1887.The horizontal coordinates were established by classical geodetic methods
 TR1887.and adjusted by the National Geodetic Survey in December 1991..
 TR1887
 TR1887.The orthometric height was scaled from a topographic map.
 TR1887
 TR1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1887
 TR1887.The geoid height was determined by GEOID03.
 TR1887
 TR1887;                    North         East     Units Scale Factor Converg.
 TR1887;SPC WA N     -   176,594.784   376,640.363   MT  0.99997425   -1 14 41.2
 TR1887;SPC WA N     -   579,378.05  1,235,694.26   sFT  0.99997425   -1 14 41.2
 TR1887;UTM  10      - 5,380,468.604   536,492.282   MT  0.99961636   +0 22 15.5
 TR1887
 TR1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1887!SPC WA N     -   1.00000308  x   0.99997425  =   0.99997733
 TR1887!UTM  10      -   1.00000308  x   0.99961636  =   0.99961944
 TR1887
 TR1887:                Primary Azimuth Mark                     Grid Az
 TR1887:SPC WA N     -  MISH 1956                                271 33 56.7
 TR1887:UTM  10      -  MISH 1956                                269 57 00.0
 TR1887
 TR1887|---------------------------------------------------------------------|
 TR1887| PID    Reference Object                     Distance      Geod. Az  |
 TR1887|                                                           dddmmss.s |
 TR1887| TR1924 MISH 1956                           APPROX. 2.6 KM 2701915.5 |
 TR1887|---------------------------------------------------------------------|
 TR1887
 TR1887                          SUPERSEDED SURVEY CONTROL
 TR1887
 TR1887  NAD 83(1986)-  48 34 34.47724(N)    122 30 18.95045(W) AD(       ) 3
 TR1887  NAD 27      -  48 34 35.08700(N)    122 30 14.34700(W) AD(       ) 3
 TR1887
 TR1887.Superseded values are not recommended for survey control.
 TR1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1887.See file dsdata.txt to determine how the superseded data were derived.
 TR1887
 TR1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3649280469(NAD 83)
 TR1887_MARKER: Z = SEE DESCRIPTION
 TR1887_SETTING: 0 = UNSPECIFIED SETTING
 TR1887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1887
 TR1887  HISTORY     - Date     Condition        Report By
 TR1887  HISTORY     - 1956     MONUMENTED       CGS
 TR1887  HISTORY     - 1973     SEE DESCRIPTION  USGS
 TR1887
 TR1887                          STATION DESCRIPTION
 TR1887
 TR1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (KBJ)
 TR1887'700 YD. W OF FISH PT., N SIDE OF SAMISH ISLAND, 19.41 M. N OF
 TR1887'ENCLOSED PORCH OF SECOND HOUSE W OF BLAUS OYSTER CO. PLANT.  1.0
 TR1887'M. IN FROM STORM HIGH-WATERLINE.  MARKED WITH A STANDARD DISK, SET
 TR1887'IN A CONCRETE FILLED 4-IN. FIBER PIPE PROJECTING 4 IN. ABOVE
 TR1887'GRADE.  STAMPED FISH 1956.
 TR1887'
 TR1887'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 1.0 FOOT.
 TR1887'
 TR1887'THIS IS A TOPOGRAPHIC STATION.
 TR1887
 TR1887                          STATION RECOVERY (1973)
 TR1887
 TR1887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (DHK)
 TR1887'FISH - FOUND AS DESCRIBED NEW EL 6.2 PLANETABLE TRAVERSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2067 ***********************************************************************
 SA2067  DESIGNATION -  FISH HOOK RAPIDS LIGHT 9
 SA2067  PID         -  SA2067
 SA2067  STATE/COUNTY-  WA/FRANKLIN
 SA2067  USGS QUAD   -  LEVEY (1991)
 SA2067
 SA2067                         *CURRENT SURVEY CONTROL
 SA2067  ___________________________________________________________________
 SA2067* NAD 83(1991)-  46 17 30.37190(N)    118 46 52.66495(W)     ADJUSTED  
 SA2067* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 SA2067  ___________________________________________________________________
 SA2067  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 SA2067  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SA2067
 SA2067  HORZ ORDER  -  THIRD
 SA2067
 SA2067.The horizontal coordinates were established by classical geodetic methods
 SA2067.and adjusted by the National Geodetic Survey in December 1991..
 SA2067
 SA2067.The orthometric height was scaled from a topographic map.
 SA2067
 SA2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2067
 SA2067.The geoid height was determined by GEOID03.
 SA2067
 SA2067;                    North         East     Units Scale Factor Converg.
 SA2067;SPC WA S     -   107,972.415   632,414.908   MT  0.99992763   +1 14 54.5
 SA2067;SPC WA S     -   354,239.50  2,074,847.91   sFT  0.99992763   +1 14 54.5
 SA2067;UTM  11      - 5,128,007.924   362,797.892   MT  0.99983140   -1 17 16.2
 SA2067
 SA2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2067!SPC WA S     -   0.99998129  x   0.99992763  =   0.99990892
 SA2067!UTM  11      -   0.99998129  x   0.99983140  =   0.99981269
 SA2067
 SA2067                          SUPERSEDED SURVEY CONTROL
 SA2067
 SA2067  NAD 83(1991)-  46 17 30.37235(N)    118 46 52.66513(W) AD(       ) 4
 SA2067  NAD 83(1986)-  46 17 30.37920(N)    118 46 52.65634(W) AD(       ) 4
 SA2067  NAD 27      -  46 17 30.88600(N)    118 46 48.67000(W) AD(       ) 3
 SA2067
 SA2067.Superseded values are not recommended for survey control.
 SA2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2067.See file dsdata.txt to determine how the superseded data were derived.
 SA2067
 SA2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM6279828008(NAD 83)
 SA2067_MARK LOGO: CGS   
 SA2067
 SA2067  HISTORY     - Date     Condition        Report By
 SA2067  HISTORY     - 1962     MONUMENTED       CGS
 SA2067
 SA2067                          STATION DESCRIPTION
 SA2067
 SA2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA2067'REFER TO DESCRIPTION OF STATION CAN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2083 ***********************************************************************
 SA2083  DESIGNATION -  FISH HOOK RAPIDS LIGHT 10
 SA2083  PID         -  SA2083
 SA2083  STATE/COUNTY-  WA/WALLA WALLA
 SA2083  USGS QUAD   -  LEVEY (1991)
 SA2083
 SA2083                         *CURRENT SURVEY CONTROL
 SA2083  ___________________________________________________________________
 SA2083* NAD 83(1991)-  46 18 01.03040(N)    118 45 41.45101(W)     ADJUSTED  
 SA2083* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 SA2083  ___________________________________________________________________
 SA2083  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 SA2083  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 SA2083
 SA2083  HORZ ORDER  -  THIRD
 SA2083
 SA2083.The horizontal coordinates were established by classical geodetic methods
 SA2083.and adjusted by the National Geodetic Survey in December 1991..
 SA2083
 SA2083.The orthometric height was scaled from a topographic map.
 SA2083
 SA2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2083
 SA2083.The geoid height was determined by GEOID03.
 SA2083
 SA2083;                    North         East     Units Scale Factor Converg.
 SA2083;SPC WA S     -   108,952.157   633,917.848   MT  0.99992689   +1 15 46.2
 SA2083;SPC WA S     -   357,453.87  2,079,778.81   sFT  0.99992689   +1 15 46.2
 SA2083;UTM  11      - 5,128,920.105   364,342.565   MT  0.99982622   -1 16 25.4
 SA2083
 SA2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2083!SPC WA S     -   0.99998144  x   0.99992689  =   0.99990833
 SA2083!UTM  11      -   0.99998144  x   0.99982622  =   0.99980766
 SA2083
 SA2083                          SUPERSEDED SURVEY CONTROL
 SA2083
 SA2083  NAD 83(1991)-  46 18 01.03089(N)    118 45 41.45133(W) AD(       ) 4
 SA2083  NAD 83(1986)-  46 18 01.03768(N)    118 45 41.44233(W) AD(       ) 4
 SA2083  NAD 27      -  46 18 01.54200(N)    118 45 37.46000(W) AD(       ) 3
 SA2083
 SA2083.Superseded values are not recommended for survey control.
 SA2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2083.See file dsdata.txt to determine how the superseded data were derived.
 SA2083
 SA2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM6434328920(NAD 83)
 SA2083_MARK LOGO: NONE  
 SA2083
 SA2083  HISTORY     - Date     Condition        Report By
 SA2083  HISTORY     - 1962     MONUMENTED       CGS
 SA2083
 SA2083                          STATION DESCRIPTION
 SA2083
 SA2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (FN)
 SA2083'REFER TO DESCRIPTION FOR STATION HOK 1962 FOR GENERAL LOCATION AND
 SA2083'DIRECTIONS TO REACH THE STATION.
 SA2083'
 SA2083'THE STATION IS THE TOP CENTER OF THE GLOBE ON LIGHT 10.  IT IS 4.54
 SA2083'FEET WEST OF STATION HOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1928 ***********************************************************************
 SC1928  DESIGNATION -  FISH HOUSE STACK
 SC1928  PID         -  SC1928
 SC1928  STATE/COUNTY-  WA/WAHKIAKUM
 SC1928  USGS QUAD   -  KNAPPA (1986)
 SC1928
 SC1928                         *CURRENT SURVEY CONTROL
 SC1928  ___________________________________________________________________
 SC1928* NAD 83(1991)-  46 14 39.15894(N)    123 33 48.27711(W)     ADJUSTED  
 SC1928* NAVD 88     -                                                        
 SC1928  ___________________________________________________________________
 SC1928  LAPLACE CORR-          13.29  (seconds)                    DEFLEC99
 SC1928  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 SC1928
 SC1928  HORZ ORDER  -  THIRD
 SC1928
 SC1928.The horizontal coordinates were established by classical geodetic methods
 SC1928.and adjusted by the National Geodetic Survey in October 1991..
 SC1928
 SC1928
 SC1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1928
 SC1928.The geoid height was determined by GEOID03.
 SC1928
 SC1928;                    North         East     Units Scale Factor Converg.
 SC1928;SPC WA S     -   105,830.525   263,819.692   MT  0.99993220   -2 13 30.9
 SC1928;SPC WA S     -   347,212.31    865,548.44   sFT  0.99993220   -2 13 30.9
 SC1928;SPC OR N     -   290,919.513 2,263,784.054   MT  1.00007131   -2 10 21.1
 SC1928;SPC OR N     -   954,460.34  7,427,113.04   iFT  1.00007131   -2 10 21.1
 SC1928;UTM  10      - 5,121,335.819   456,566.194   MT  0.99962319   -0 24 25.0
 SC1928
 SC1928                          SUPERSEDED SURVEY CONTROL
 SC1928
 SC1928  NAD 83(1986)-  46 14 39.17063(N)    123 33 48.26765(W) AD(       ) 4
 SC1928  NAD 27      -  46 14 39.77100(N)    123 33 43.80000(W) AD(       ) 3
 SC1928
 SC1928.Superseded values are not recommended for survey control.
 SC1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1928.See file dsdata.txt to determine how the superseded data were derived.
 SC1928
 SC1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS5656621336(NAD 83)
 SC1928
 SC1928  HISTORY     - Date     Condition        Report By
 SC1928  HISTORY     - UNK      MONUMENTED
 SC1928  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SC1928
 SC1928                          STATION DESCRIPTION
 SC1928
 SC1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC1928'STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1345 ***********************************************************************
 SX1345  DESIGNATION -  FISH LAKE
 SX1345  PID         -  SX1345
 SX1345  STATE/COUNTY-  WA/KING
 SX1345  USGS QUAD   -  CUMBERLAND (1993)
 SX1345
 SX1345                         *CURRENT SURVEY CONTROL
 SX1345  ___________________________________________________________________
 SX1345* NAD 83(1991)-  47 16 02.97882(N)    121 57 06.54594(W)     ADJUSTED  
 SX1345* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 SX1345  ___________________________________________________________________
 SX1345  LAPLACE CORR-          15.20  (seconds)                    DEFLEC99
 SX1345  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 SX1345
 SX1345  HORZ ORDER  -  THIRD
 SX1345
 SX1345.The horizontal coordinates were established by classical geodetic methods
 SX1345.and adjusted by the National Geodetic Survey in December 1991..
 SX1345
 SX1345.The orthometric height was scaled from a topographic map.
 SX1345
 SX1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1345
 SX1345.The geoid height was determined by GEOID03.
 SX1345
 SX1345;                    North         East     Units Scale Factor Converg.
 SX1345;SPC WA N     -    30,356.012   415,356.625   MT  1.00005147   -0 49 57.8
 SX1345;SPC WA N     -    99,593.02  1,362,715.86   sFT  1.00005147   -0 49 57.8
 SX1345;UTM  10      - 5,235,423.221   579,289.683   MT  0.99967726   +0 46 11.9
 SX1345
 SX1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1345!SPC WA N     -   0.99996644  x   1.00005147  =   1.00001791
 SX1345!UTM  10      -   0.99996644  x   0.99967726  =   0.99964371
 SX1345
 SX1345:                Primary Azimuth Mark                     Grid Az
 SX1345:SPC WA N     -  WALKER                                   149 10 30.4
 SX1345:UTM  10      -  WALKER                                   147 34 20.7
 SX1345
 SX1345|---------------------------------------------------------------------|
 SX1345| PID    Reference Object                     Distance      Geod. Az  |
 SX1345|                                                           dddmmss.s |
 SX1345| SX1277 WALKER                              APPROX. 3.2 KM 1482032.6 |
 SX1345| CF4345 FISH LAKE RM                         11.400 METERS 26506     |
 SX1345|---------------------------------------------------------------------|
 SX1345
 SX1345                          SUPERSEDED SURVEY CONTROL
 SX1345
 SX1345  NAD 83(1986)-  47 16 02.96909(N)    121 57 06.55831(W) AD(       ) 3
 SX1345  NAD 27      -  47 16 03.60700(N)    121 57 02.15500(W) AD(       ) 3
 SX1345
 SX1345.Superseded values are not recommended for survey control.
 SX1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1345.See file dsdata.txt to determine how the superseded data were derived.
 SX1345
 SX1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7929035423(NAD 83)
 SX1345_MARKER: Z = SEE DESCRIPTION
 SX1345_SETTING: 0 = UNSPECIFIED SETTING
 SX1345
 SX1345  HISTORY     - Date     Condition        Report By
 SX1345  HISTORY     - 1937     MONUMENTED       WAGS
 SX1345  HISTORY     - 1966     SEE DESCRIPTION  BPA
 SX1345
 SX1345                          STATION DESCRIPTION
 SX1345
 SX1345'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1345'STATION IS IN NW 1/4 OF NW 1/4 OF SEC. 32, T.21, R.7.  STATION IS
 SX1345'25 YARDS E OF ROAD AND 30 FEET SE OF LARGE FIR TREE.
 SX1345'
 SX1345'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED KING COUNTY
 SX1345'AERIAL SURVEY SET IN A BOULDER FLUSH WITH GROUND.
 SX1345'
 SX1345'REFERENCE MARK IS SIMILAR AND IS SET 37.4 FEET MAGNETIC S 62 DEG
 SX1345'W FROM STATION.
 SX1345'
 SX1345'FROM CUMBERLAND GO S ON MAIN HIGHWAY 1.3 MILES, TURN RIGHT AND
 SX1345'FOLLOW MAIN ROAD 0.3 MILE, TURN RIGHT AND GO 0.2 MILE TO ROAD FORK,
 SX1345'TAKE LEFT FORK AND GO 100 YARDS.
 SX1345'
 SX1345'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SX1345
 SX1345                          STATION RECOVERY (1966)
 SX1345
 SX1345'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1966
 SX1345'STATION RECOVERED IN GOOD CONDITION.  FROM THE GATE AT THE LAKE GO
 SX1345'EASTERLY ALONG THE ROAD 450 FEET TO AN OLD ROAD RIGHT, NOT
 SX1345'DRIVABLE.  FOLLOW THE OLD ROAD PLUS OR MINUS 1000 FEET TO THE
 SX1345'STATION APPROXIMATELY 100 FEET LEFT FROM THE TRAIL.  TIMBER HAS
 SX1345'GROWN UP AND IT IS IMPOSSIBLE TO SEE OUT FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2383 ***********************************************************************
 RC2383  DESIGNATION -  FISH WHEEL N SHORE OPP BRAD IS
 RC2383  PID         -  RC2383
 RC2383  STATE/COUNTY-  WA/SKAMANIA
 RC2383  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2383
 RC2383                         *CURRENT SURVEY CONTROL
 RC2383  ___________________________________________________________________
 RC2383* NAD 83(1991)-  45 38 43.51758(N)    121 56 24.21135(W)     ADJUSTED  
 RC2383* NAVD 88     -                                                        
 RC2383  ___________________________________________________________________
 RC2383  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 RC2383  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 RC2383
 RC2383  HORZ ORDER  -  THIRD
 RC2383
 RC2383.The horizontal coordinates were established by classical geodetic methods
 RC2383.and adjusted by the National Geodetic Survey in December 1991..
 RC2383
 RC2383
 RC2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2383
 RC2383.The geoid height was determined by GEOID03.
 RC2383
 RC2383;                    North         East     Units Scale Factor Converg.
 RC2383;SPC WA S     -    35,714.072   387,738.763   MT  1.00004788   -1 02 45.8
 RC2383;SPC WA S     -   117,171.92  1,272,106.26   sFT  1.00004788   -1 02 45.8
 RC2383;SPC OR N     -   220,886.023 2,387,751.797   MT  0.99992917   -1 01 16.6
 RC2383;SPC OR N     -   724,691.68  7,833,831.35   iFT  0.99992917   -1 01 16.6
 RC2383;UTM  10      - 5,055,198.929   582,596.281   MT  0.99968387   +0 45 28.5
 RC2383
 RC2383                          SUPERSEDED SURVEY CONTROL
 RC2383
 RC2383  NAD 83(1991)-  45 38 43.51758(N)    121 56 24.21134(W) AD(       ) 4
 RC2383  NAD 83(1986)-  45 38 43.52724(N)    121 56 24.21956(W) AD(       ) 4
 RC2383  NAD 27      -  45 38 44.10000(N)    121 56 19.95000(W) AD(       ) 3
 RC2383
 RC2383.Superseded values are not recommended for survey control.
 RC2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2383.See file dsdata.txt to determine how the superseded data were derived.
 RC2383
 RC2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8259655199(NAD 83)
 RC2383
 RC2383  HISTORY     - Date     Condition        Report By
 RC2383  HISTORY     - UNK      MONUMENTED
 RC2383  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2383
 RC2383                          STATION DESCRIPTION
 RC2383
 RC2383'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAE)
 RC2383'A SEARCH IN THE AREA REVEALED NO TRACE OF THE STATION.  AS ITS
 RC2383'PLOTTED POSITION FALLS IN THE AREA NOW OCCUPIED BY THE N END
 RC2383'OF BONNEVILLE DAM, IT IS PRESUMED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2902 ***********************************************************************
 RD2902  DESIGNATION -  FISHER
 RD2902  PID         -  RD2902
 RD2902  STATE/COUNTY-  WA/CLARK
 RD2902  USGS QUAD   -  MOUNT TABOR (1990)
 RD2902
 RD2902                         *CURRENT SURVEY CONTROL
 RD2902  ___________________________________________________________________
 RD2902* NAD 83(1991)-  45 35 30.77790(N)    122 30 16.22816(W)     ADJUSTED  
 RD2902* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 RD2902  ___________________________________________________________________
 RD2902  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 RD2902  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 RD2902
 RD2902  HORZ ORDER  -  SECOND
 RD2902
 RD2902.The horizontal coordinates were established by classical geodetic methods
 RD2902.and adjusted by the National Geodetic Survey in December 1991..
 RD2902
 RD2902.The orthometric height was scaled from a topographic map.
 RD2902
 RD2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2902
 RD2902.The geoid height was determined by GEOID03.
 RD2902
 RD2902;                    North         East     Units Scale Factor Converg.
 RD2902;SPC WA S     -    30,725.921   343,593.486   MT  1.00006346   -1 27 21.8
 RD2902;SPC WA S     -   100,806.63  1,127,272.96   sFT  1.00006346   -1 27 21.8
 RD2902;SPC OR N     -   215,875.687 2,343,614.848   MT  0.99992183   -1 25 17.6
 RD2902;SPC OR N     -   708,253.57  7,689,025.09   iFT  0.99992183   -1 25 17.6
 RD2902;UTM  10      - 5,048,823.877   538,648.195   MT  0.99961836   +0 21 14.3
 RD2902
 RD2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2902!SPC WA S     -   0.99999618  x   1.00006346  =   1.00005964
 RD2902!SPC OR N     -   0.99999618  x   0.99992183  =   0.99991801
 RD2902!UTM  10      -   0.99999618  x   0.99961836  =   0.99961454
 RD2902
 RD2902|---------------------------------------------------------------------|
 RD2902| PID    Reference Object                     Distance      Geod. Az  |
 RD2902|                                                           dddmmss.s |
 RD2902| RD2901 FISHER 2                             85.503 METERS 10159     |
 RD2902| CE2539 FISHER RM 1                          17.005 METERS 11508     |
 RD2902| CE2540 FISHER RM 2                          11.656 METERS 19840     |
 RD2902| RD2904 FISHER AZ MK                        APPROX. 0.6 KM 2934114.3 |
 RD2902|---------------------------------------------------------------------|
 RD2902
 RD2902                          SUPERSEDED SURVEY CONTROL
 RD2902
 RD2902  NAD 83(1991)-  45 35 30.77790(N)    122 30 16.22816(W) AD(       ) 2
 RD2902  NAD 83(1986)-  45 35 30.79426(N)    122 30 16.23144(W) AD(       ) 2
 RD2902  NAD 27      -  45 35 31.36304(N)    122 30 11.89142(W) AD(       ) 2
 RD2902
 RD2902.Superseded values are not recommended for survey control.
 RD2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2902.See file dsdata.txt to determine how the superseded data were derived.
 RD2902
 RD2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3864848824(NAD 83)
 RD2902_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2902
 RD2902  HISTORY     - Date     Condition        Report By
 RD2902  HISTORY     - 1961     MONUMENTED       CGS
 RD2902  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RD2902
 RD2902                          STATION DESCRIPTION
 RD2902
 RD2902'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 RD2902'THE STATION IS LOCATED ABOUT 8 MILES EAST OF THE CENTER OF VANCOUVER,
 RD2902'5 MILES WEST OF CAMAS AT THE SOUTH EDGE OF U.S. HIGHWAY 830 AND NEAR
 RD2902'THE INTERCHANGE ROAD FROM U.S. HIGHWAY 830 TO FISHER ROAD.
 RD2902'
 RD2902'TO REACH THE STATION FROM THE NORTH END OF THE INTERSTATE BRIDGE
 RD2902'OVER THE COLUMBIA RIVER AT VANCOUVER, WASHINGTON, GO EAST ON U.S.
 RD2902'HIGHWAY 830 FOR 7.9 MILES TO A SIGN FISHER ROAD AND THE AZIMUTH
 RD2902'MARK AT THE TOP OF A CUT BANK ON THE NORTH SIDE OF THE HIGHWAY.
 RD2902'CONTINUE EAST ON THE HIGHWAY FOR 0.35 MILE TO THE STATION ON THE
 RD2902'RIGHT, JUST WEST OF A CONCRETE BRIDGE OVER FISHER ROAD.
 RD2902'
 RD2902'THE STATION MARK, STAMPED FISHER 1961, IS A STANDARD DISK SET IN
 RD2902'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 RD2902'THE SURFACE OF THE GROUND.  IT IS 135 FEET WEST OF THE SOUTHWEST
 RD2902'CORNER OF THE BRIDGE OVER FISHER ROAD, 25 FEET SOUTH OF THE
 RD2902'CENTERLINE OF U.S. HIGHWAY 830, AND 57.5 FEET WEST OF A WITNESS
 RD2902'POST.
 RD2902'
 RD2902'REFERENCE MARK NO. 1, STAMPED FISHER NO 1 1961, IS A STANDARD DISK
 RD2902'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 RD2902'WITH THE SURFACE OF THE GROUND.  IT IS 80 FEET WEST SOUTHWEST OF
 RD2902'THE SOUTHWEST CORNER OF THE BRIDGE OVER FISHER ROAD, 28 FEET SOUTH
 RD2902'OF THE CENTERLINE OF U.S. HIGHWAY 830 AND 2 FEET NORTHWEST OF A
 RD2902'WITNESS POST.
 RD2902'
 RD2902'REFERENCE MARK NO. 2, STAMPED FISHER NO 2 1961, IS A STANDARD DISK
 RD2902'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 RD2902'WITH THE SURFACE OF THE GROUND.  IT IS 65 FEET SOUTHWEST OF A
 RD2902'WITNESS POST, 63 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 830
 RD2902'ON THE NORTH SHOULDER OF A STEEP BANK.
 RD2902'
 RD2902'THE AZIMUTH MARK, STAMPED FISHER 1961, IS A STANDARD DISK CEMENTED
 RD2902'IN A DRILL HOLE IN A LARGE BOULDER AT THE TOP OF A CUT BANK ON THE
 RD2902'NORTH SIDE OF U.S. HIGHWAY 830.  IT IS 59 FEET NORTH OF THE
 RD2902'CENTERLINE OF U.S. HIGHWAY 830, 22 FEET SOUTH OF A FENCELINE AND 4
 RD2902'FEET SOUTHEAST OF A WITNESS POST.
 RD2902'
 RD2902'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 64.0 FEET.
 RD2902
 RD2902                          STATION RECOVERY (1965)
 RD2902
 RD2902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RD2902'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 RD2902'TO PERMIT HIGHWAY IMPROVEMENT THE STATION MARK, REFERENCE MARK
 RD2902'NO. 1 AND REFERENCE MARK NO. 2 WERE DESTROYED, FOR WHICH FISHER 2
 RD2902'WAS ESTABLISHED AND THE DESCRIPTION SUBMITTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1827 ***********************************************************************
 RZ1827  DESIGNATION -  FISHER
 RZ1827  PID         -  RZ1827
 RZ1827  STATE/COUNTY-  WA/ASOTIN
 RZ1827  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ1827
 RZ1827                         *CURRENT SURVEY CONTROL
 RZ1827  ___________________________________________________________________
 RZ1827* NAD 83(1991)-  46 06 15.37896(N)    116 58 18.18147(W)     ADJUSTED  
 RZ1827* NAVD 88     -       662.1    (meters)    2172.     (feet)  VERTCON   
 RZ1827  ___________________________________________________________________
 RZ1827  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 RZ1827  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 RZ1827
 RZ1827  HORZ ORDER  -  FIRST
 RZ1827
 RZ1827.The horizontal coordinates were established by classical geodetic methods
 RZ1827.and adjusted by the National Geodetic Survey in December 1991..
 RZ1827
 RZ1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1827
 RZ1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1827
 RZ1827.The geoid height was determined by GEOID03.
 RZ1827
 RZ1827;                    North         East     Units Scale Factor Converg.
 RZ1827;SPC WA S     -    91,789.662   772,693.866   MT  0.99994959   +2 33 46.5
 RZ1827;SPC WA S     -   301,146.58  2,535,079.79   sFT  0.99994959   +2 33 46.5
 RZ1827;SPC ID W     -   493,755.309   705,546.257   MT  1.00004297   -0 52 49.6
 RZ1827;SPC OR N     -   276,840.974 2,772,719.561   MT  1.00002819   +2 30 08.0
 RZ1827;SPC OR N     -   908,270.91  9,096,848.95   iFT  1.00002819   +2 30 08.0
 RZ1827;UTM  11      - 5,105,633.314   502,185.895   MT  0.99960006   +0 01 13.4
 RZ1827
 RZ1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1827!SPC WA S     -   0.99989895  x   0.99994959  =   0.99984854
 RZ1827!SPC ID W     -   0.99989895  x   1.00004297  =   0.99994191
 RZ1827!SPC OR N     -   0.99989895  x   1.00002819  =   0.99992713
 RZ1827!UTM  11      -   0.99989895  x   0.99960006  =   0.99949905
 RZ1827
 RZ1827|---------------------------------------------------------------------|
 RZ1827| PID    Reference Object                     Distance      Geod. Az  |
 RZ1827|                                                           dddmmss.s |
 RZ1827| CH7360 FISHER RM 1                           9.066 METERS 04343     |
 RZ1827| CH7361 FISHER RM 2                           4.651 METERS 19438     |
 RZ1827| RZ1828 FISHER CAIRN SSW                      4.500 METERS 20419     |
 RZ1827| RZ0298 ROGERSBURG AZ MK                    APPROX. 1.1 KM 2161004.9 |
 RZ1827| RZ1826 FISHER CAIRN WSW                      3.200 METERS 23753     |
 RZ1827|---------------------------------------------------------------------|
 RZ1827
 RZ1827                          SUPERSEDED SURVEY CONTROL
 RZ1827
 RZ1827  NAD 83(1991)-  46 06 15.37896(N)    116 58 18.18148(W) AD(       ) 1
 RZ1827  NAD 83(1986)-  46 06 15.38295(N)    116 58 18.17906(W) AD(       ) 1
 RZ1827  NAD 27      -  46 06 15.83448(N)    116 58 14.64434(W) AD(       ) 1
 RZ1827  NGVD 29 (07/19/86)  661.0    (m)         2169.     (f) VERT ANG       
 RZ1827
 RZ1827.Superseded values are not recommended for survey control.
 RZ1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1827.See file dsdata.txt to determine how the superseded data were derived.
 RZ1827
 RZ1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0218605633(NAD 83)
 RZ1827_MARKER: DS = TRIANGULATION STATION DISK
 RZ1827_SETTING: 80 = SET IN A BOULDER
 RZ1827_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 RZ1827
 RZ1827  HISTORY     - Date     Condition        Report By
 RZ1827  HISTORY     - 1945     MONUMENTED       CGS
 RZ1827
 RZ1827                          STATION DESCRIPTION
 RZ1827
 RZ1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ1827'STATION IS LOCATED ABOUT 1.5 MILES NNE OF ROGERSBURG AND ABOUT 16
 RZ1827'MILES S OF ASOTIN ON THE CREST OF A KNIFE RIDGE BETWEEN FISHERS
 RZ1827'CREEK ON THE N AND THE SNAKE RIVER ON THE S.  THE STATION IS
 RZ1827'SITUATED ON THE SUMMIT OF A HIGH, ROCKY POINT OF THE RIDGE AT THE
 RZ1827'W END OF A LONG GRADUAL SLOPE ORIGINATING NEAR THE MOUTH OF
 RZ1827'FISHERS CREEK.
 RZ1827'
 RZ1827'STATION MARK, STAMPED FISHER 1945, IS A BRONZE STATION DISK SET
 RZ1827'IN A DRILL HOLE IN A 1- BY 3-FOOT BOULDER THAT PROTRUDES ABOUT 1
 RZ1827'FOOT, AND IS 10 FEET NE OF THE HIGHEST ELEVATION OF THE POINT.
 RZ1827'
 RZ1827'REFERENCE MARK 1, STAMPED FISHER NO 1 1945, IS A BRONZE REFERENCE
 RZ1827'DISK SET IN A DRILL HOLE IN A 2- BY 2-1/2-FOOT BOULDER THAT
 RZ1827'PROTRUDES ABOUT 1 FOOT.  IT IS 4 FEET LOWER THAN THE STATION AND
 RZ1827'ON THE NE SLOPE OF THE RIDGE.
 RZ1827'
 RZ1827'REFERENCE MARK 2, STAMPED FISHER NO 2 1945, IS A BRONZE REFERENCE
 RZ1827'DISK SET IN A DRILL HOLE IN AN OUTCROPPING BOULDER THAT PROTRUDES
 RZ1827'10 INCHES.  IT IS 2 FEET LOWER THAN THE STATION AND 1 FOOT E OF
 RZ1827'A CAIRN.
 RZ1827'
 RZ1827'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN A
 RZ1827'2- BY 3-FOOT BOULDER THAT PROTRUDES ABOUT 1.5 FEET.  IT IS 1.2
 RZ1827'MILES N OF ROGERSBURG, 46 FEET W OF THE CENTER LINE OF A DIRT ROAD,
 RZ1827'AND 12 FEET HIGHER THAN THE ROAD.  THE DISK IS STAMPED ROGERSBURG
 RZ1827'1945.  IT IS THE AZIMUTH MARK FOR STATION ROGERSBURG.
 RZ1827'
 RZ1827'TO REACH THE STATION FROM THE POST OFFICE IN ASOTIN, GO E ON THE
 RZ1827'MAIN STREET (SECOND STREET) FOR 0.7 MILE TO A ROAD RIGHT
 RZ1827'(S).  TURN RIGHT AND GO 0.2 MILE TO A ROAD LEFT (E).  TURN LEFT AND
 RZ1827'GO 0.25 MILE TO A ROAD RIGHT (S) ALONG THE SNAKE RIVER.  TURN
 RZ1827'RIGHT (S) AND FOLLOW THE ROAD ALONG THE W BANKS OF THE SNAKE
 RZ1827'RIVER FOR 4.2 MILES TO A FORK NEAR THE MOUTH OF TEN MILE
 RZ1827'CREEK.  TAKE THE LEFT FORK (S) ACROSS TEN MILE CREEK AND GO 7.4
 RZ1827'MILES TO A CONCRETE CULVERT OVER COUSE CREEK.  CONTINUE ALONG
 RZ1827'THE ROAD (S ALONG THE W BANKS OF THE SNAKE RIVER) FOR 8.2 MILES
 RZ1827'TO A RANCH HOUSE ON THE RIGHT (W) NEAR THE MOUTH OF FISHERS
 RZ1827'CREEK AND THE END OF TRUCK TRAVEL.  FROM THE RANCH BUILDINGS,
 RZ1827'PACK SW UP THE LONG KNIFE RIDGE ON THE S BANK OF FISHERS
 RZ1827'CREEK FOR ABOUT 2 MILES TO A HIGH POINT OF THE RIDGE AND SITE
 RZ1827'OF THE STATION NEAR TWO CAIRNS.  (THE FIRST 1/2 MILE OF TRAVEL
 RZ1827'IS UP A ROCKY SLOPE, AND ABOUT 1,000 FEET OF ELEVATION ARE
 RZ1827'GAINED.  THE LAST 1-1/2 MILES ARE ALONG THE CREST OF A
 RZ1827'GRASSY RIDGE AND A CATTLE TRAIL CAN BE FOLLOWED TO THE TWO
 RZ1827'CAIRNS.  THE PACK REQUIRES ABOUT 2 HOURS, FOR AN ADDITIONAL
 RZ1827'500 FEET OF ELEVATION ARE GAINED THE LAST 1-1/2 MILES OF THE
 RZ1827'PACK.)
 RZ1827'
 RZ1827'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO S ON
 RZ1827'THE ROAD TOWARDS ROGERSBURG FOR 1.65 MILES TO THE MARK ON THE
 RZ1827'RIGHT (W) IN LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2519 ***********************************************************************
 SC2519  DESIGNATION -  FISHER 1911
 SC2519  PID         -  SC2519
 SC2519  STATE/COUNTY-  WA/PACIFIC
 SC2519  USGS QUAD   -  BAY CENTER (1994)
 SC2519
 SC2519                         *CURRENT SURVEY CONTROL
 SC2519  ___________________________________________________________________
 SC2519* NAD 83(1991)-  46 42 12.26488(N)    123 58 10.74475(W)     ADJUSTED  
 SC2519* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC2519  ___________________________________________________________________
 SC2519  LAPLACE CORR-          16.08  (seconds)                    DEFLEC99
 SC2519  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 SC2519
 SC2519  HORZ ORDER  -  THIRD
 SC2519
 SC2519.The horizontal coordinates were established by classical geodetic methods
 SC2519.and adjusted by the National Geodetic Survey in December 1991..
 SC2519
 SC2519.The orthometric height was scaled from a topographic map.
 SC2519
 SC2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2519
 SC2519.The geoid height was determined by GEOID03.
 SC2519
 SC2519;                    North         East     Units Scale Factor Converg.
 SC2519;SPC WA S     -   158,118.539   234,763.126   MT  0.99991672   -2 31 13.2
 SC2519;SPC WA S     -   518,760.57    770,218.69   sFT  0.99991672   -2 31 13.2
 SC2519;UTM  10      - 5,172,662.182   425,874.960   MT  0.99966753   -0 42 20.7
 SC2519
 SC2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2519!SPC WA S     -   1.00000356  x   0.99991672  =   0.99992028
 SC2519!UTM  10      -   1.00000356  x   0.99966753  =   0.99967109
 SC2519
 SC2519:                Primary Azimuth Mark                     Grid Az
 SC2519:SPC WA S     -  SHELL                                    063 05 30.4
 SC2519:UTM  10      -  SHELL                                    061 16 37.9
 SC2519
 SC2519|---------------------------------------------------------------------|
 SC2519| PID    Reference Object                     Distance      Geod. Az  |
 SC2519|                                                           dddmmss.s |
 SC2519| SC2563 SHELL                               APPROX. 3.1 KM 0603417.2 |
 SC2519| SC2537 BLACK BEACON 1                      APPROX. 5.6 KM 0905313.5 |
 SC2519| SC2531 BEACON R 2                          APPROX. 3.4 KM 1114331.5 |
 SC2519| SC2561 POLE                                APPROX. 3.1 KM 1143158.3 |
 SC2519| SC2544 WHARF HOUSE CENTER                  APPROX. 4.1 KM 1455604.4 |
 SC2519| SC2513 ELLEN                               APPROX. 4.9 KM 1840822.3 |
 SC2519|---------------------------------------------------------------------|
 SC2519
 SC2519                          SUPERSEDED SURVEY CONTROL
 SC2519
 SC2519  NAD 83(1991)-  46 42 12.26287(N)    123 58 10.74387(W) AD(       ) 3
 SC2519  NAD 83(1986)-  46 42 12.26252(N)    123 58 10.73138(W) AD(       ) 3
 SC2519  NAD 27      -  46 42 12.92361(N)    123 58 06.13440(W) AD(       ) 3
 SC2519
 SC2519.Superseded values are not recommended for survey control.
 SC2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2519.See file dsdata.txt to determine how the superseded data were derived.
 SC2519
 SC2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2587572662(NAD 83)
 SC2519_MARKER: Z = SEE DESCRIPTION
 SC2519_SETTING: 0 = UNSPECIFIED SETTING
 SC2519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC2519
 SC2519  HISTORY     - Date     Condition        Report By
 SC2519  HISTORY     - 1911     MONUMENTED       CGS
 SC2519  HISTORY     - 1922     SEE DESCRIPTION  CGS
 SC2519  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2519
 SC2519                          STATION DESCRIPTION
 SC2519
 SC2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (RBD)
 SC2519'STATION IS LOCATED ON TOKE POINT, ABOUT 300 METERS SW OF TOKE
 SC2519'POINT WHARF.  IT IS FOUR OR FIVE METERS BACK FROM HIGH-WATER LINE
 SC2519'AND IS ON THE LAND BELONGING TO MR. H.G. FISHER.  THERE ARE MANY
 SC2519'HEAVY DRIFT LOGS NEARBY AND THE GROUND BACK OF THE STATION IS
 SC2519'COVERED WITH GRASS.  THE STATION IS ABOUT ONE FOOT ABOVE HIGH
 SC2519'WATER.
 SC2519'
 SC2519'IT IS MARKED BY A ONE-QUART, WHITE GLASS, CYLINDRICAL, WHISKEY
 SC2519'BOTTLE, SET IN CEMENT THREE FEET BELOW SURFACE OF GROUND.  OVER
 SC2519'THIS IS A ONE-INCH GALVANIZED-IRON PIPE TWO FEET LONG SET IN THE
 SC2519'CENTER OF A LARD KEG, FILLED WITH CEMENT.  TOP OF PIPE PROJECTS
 SC2519'THREE INCHES ABOVE SURFACE OF THE GROUND.
 SC2519'
 SC2519'NO REFERENCE MARKS WERE ESTABLISHED AS THERE IS NOTHING PERMANENT
 SC2519'IN THE VICINITY.
 SC2519
 SC2519                          STATION RECOVERY (1922)
 SC2519
 SC2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SC2519'THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED.  HEAVY DRIFT LOGS
 SC2519'COVER LOCALITY.  DELAY INCIDENT TO EXHAUSTIVE SEARCH
 SC2519'PROHIBITIVE.  SEE DESCRIPTION OF FISHER 2.
 SC2519
 SC2519                          STATION RECOVERY (1952)
 SC2519
 SC2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2519'NOT RECOVERED.  THE STATION WAS SEARCHED FOR AND NOT RECOVERED.  IT
 SC2519'HAS NO DOUBT BEEN WASHED OUT AND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2901 ***********************************************************************
 RD2901  DESIGNATION -  FISHER 2
 RD2901  PID         -  RD2901
 RD2901  STATE/COUNTY-  WA/CLARK
 RD2901  USGS QUAD   -  MOUNT TABOR (1990)
 RD2901
 RD2901                         *CURRENT SURVEY CONTROL
 RD2901  ___________________________________________________________________
 RD2901* NAD 83(1991)-  45 35 30.20283(N)    122 30 12.36942(W)     ADJUSTED  
 RD2901* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 RD2901  ___________________________________________________________________
 RD2901  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 RD2901  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RD2901
 RD2901  HORZ ORDER  -  SECOND
 RD2901
 RD2901.The horizontal coordinates were established by classical geodetic methods
 RD2901.and adjusted by the National Geodetic Survey in December 1991..
 RD2901
 RD2901.The orthometric height was scaled from a topographic map.
 RD2901
 RD2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2901
 RD2901.The geoid height was determined by GEOID03.
 RD2901
 RD2901;                    North         East     Units Scale Factor Converg.
 RD2901;SPC WA S     -    30,706.046   343,676.652   MT  1.00006351   -1 27 19.0
 RD2901;SPC WA S     -   100,741.42  1,127,545.82   sFT  1.00006351   -1 27 19.0
 RD2901;SPC OR N     -   215,855.865 2,343,698.014   MT  0.99992181   -1 25 14.9
 RD2901;SPC OR N     -   708,188.53  7,689,297.95   iFT  0.99992181   -1 25 14.9
 RD2901;UTM  10      - 5,048,806.647   538,731.911   MT  0.99961844   +0 21 17.0
 RD2901
 RD2901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2901!SPC WA S     -   0.99999618  x   1.00006351  =   1.00005969
 RD2901!SPC OR N     -   0.99999618  x   0.99992181  =   0.99991799
 RD2901!UTM  10      -   0.99999618  x   0.99961844  =   0.99961462
 RD2901
 RD2901|---------------------------------------------------------------------|
 RD2901| PID    Reference Object                     Distance      Geod. Az  |
 RD2901|                                                           dddmmss.s |
 RD2901| CE2541 FISHER 2 RM 3                        10.894 METERS 19043     |
 RD2901| RD2907 PORTLAND PARKROSE WATER TANK        APPROX. 5.5 KM 1974717.5 |
 RD2901| CE2542 FISHER 2 RM 4                        13.500 METERS 23842     |
 RD2901| RD2902 FISHER                               85.503 METERS 28159     |
 RD2901| RD2904 FISHER AZ MK                        APPROX. 0.7 KM 2921401.4 |
 RD2901|---------------------------------------------------------------------|
 RD2901
 RD2901                          SUPERSEDED SURVEY CONTROL
 RD2901
 RD2901  NAD 83(1991)-  45 35 30.20283(N)    122 30 12.36943(W) AD(       ) 2
 RD2901  NAD 83(1986)-  45 35 30.21918(N)    122 30 12.37272(W) AD(       ) 2
 RD2901  NAD 27      -  45 35 30.78797(N)    122 30 08.03278(W) AD(       ) 2
 RD2901
 RD2901.Superseded values are not recommended for survey control.
 RD2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2901.See file dsdata.txt to determine how the superseded data were derived.
 RD2901
 RD2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER3873248807(NAD 83)
 RD2901_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RD2901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RD2901
 RD2901  HISTORY     - Date     Condition        Report By
 RD2901  HISTORY     - 1965     MONUMENTED       CGS
 RD2901  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RD2901
 RD2901                          STATION DESCRIPTION
 RD2901
 RD2901'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RD2901'THE STATION IS 8.5 MILES EAST OF THE NORTH END OF THE INTERSTATE
 RD2901'BRIDGE AT VANCOUVER, 5 MILES WEST OF CAMAS AND JUST NORTH OF PUMKIN
 RD2901'CENTER AT THE NORTHEAST CORNER OF A CONCRETE OVERPASS OVER FISHER
 RD2901'ROAD ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 830.
 RD2901'
 RD2901'TO REACH THE STATION FROM THE CAMAS POST OFFICE GO WEST ON NE 5TH
 RD2901'AVENUE FOR 0.15 MILE TO U.S. HIGHWAY 830, CONTINUE WEST ON U.S.
 RD2901'HIGHWAY 830 FOR 5.0 MILES TO THE STATION ON THE RIGHT.
 RD2901'
 RD2901'THE STATION MARK, STAMPED FISHER 2 1965, IS A STANDARD DISK SET IN
 RD2901'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 RD2901'INCHES, 20-1/2 FEET NORTH OF THE CENTER OF THE WEST-BOUND TRAFFIC
 RD2901'LANE, 6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE OVERPASS, 6
 RD2901'FEET NORTH OF THE GUARD RAIL AND 0.5 FEET WEST OF A METAL WITNESS
 RD2901'POST.
 RD2901'
 RD2901'REFERENCE MARK NO. 3, STAMPED FISHER 2 NO 3 1965 IS A STANDARD DISK
 RD2901'CEMENTED IN A DRILL HOLE IN THE SOUTH CURB OF THE OVERPASS, 35-1/2
 RD2901'FEET SOUTH OF THE WITNESS POST, 14-1/2 FEET SOUTH OF THE CENTER OF
 RD2901'THE WEST-BOUND TRAFFIC LANE AND 2 FEET WEST OF THE EAST END OF THE
 RD2901'OVERPASS.
 RD2901'
 RD2901'REFERENCE MARK NO. 4, STAMPED FISHER 2 NO 4 1965, IS A STANDARD
 RD2901'DISK CEMENTED IN A DRILL HOLE IN THE SOUTH CURB OF THE OVERPASS, 44
 RD2901'FEET SOUTHWEST OF THE WITNESS POST, 32 FEET WEST OF THE EAST END
 RD2901'OF THE OVERPASS AND 14-1/2 FEET SOUTH OF THE CENTER OF THE WESTBOUND
 RD2901'TRAFFIC LANE.
 RD2901'
 RD2901'DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 33.45 FEET.
 RD2901'
 RD2901'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S. HIGHWAY
 RD2901'830 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT ON THE TOP OF A
 RD2901'CUT BANK.
 RD2901'
 RD2901'THE AZIMUTH MARK, STAMPED FISHER 1961, IS A STANDARD DISK CEMENTED IN
 RD2901'A 5 BY 6 FOOT BOULDER THAT PROJECTS 18 INCHES, 60 FEET NORTH OF
 RD2901'THE CENTER OF THE WEST-BOUND TRAFFIC LANE, 22 FEET SOUTH OF AN
 RD2901'EAST-WEST FENCE LINE, 4 FEET SOUTHEAST OF A METAL WITNESS POST AND 15
 RD2901'FEET ABOVE THE HIGHWAY.
 RD2901
 RD2901                          STATION RECOVERY (1988)
 RD2901
 RD2901'RECOVERY NOTE BY US POWER SQUADRON 1988 (BRM)
 RD2901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2530 ***********************************************************************
 SC2530  DESIGNATION -  FISHER 2
 SC2530  PID         -  SC2530
 SC2530  STATE/COUNTY-  WA/PACIFIC
 SC2530  USGS QUAD   -  BAY CENTER (1994)
 SC2530
 SC2530                         *CURRENT SURVEY CONTROL
 SC2530  ___________________________________________________________________
 SC2530* NAD 83(1991)-  46 42 12.44645(N)    123 58 14.18209(W)     ADJUSTED  
 SC2530* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC2530  ___________________________________________________________________
 SC2530  LAPLACE CORR-          16.05  (seconds)                    DEFLEC99
 SC2530  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 SC2530
 SC2530  HORZ ORDER  -  THIRD
 SC2530
 SC2530.The horizontal coordinates were established by classical geodetic methods
 SC2530.and adjusted by the National Geodetic Survey in December 1991..
 SC2530
 SC2530.The orthometric height was scaled from a topographic map.
 SC2530
 SC2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2530
 SC2530.The geoid height was determined by GEOID03.
 SC2530
 SC2530;                    North         East     Units Scale Factor Converg.
 SC2530;SPC WA S     -   158,127.351   234,690.429   MT  0.99991673   -2 31 15.7
 SC2530;SPC WA S     -   518,789.48    769,980.18   sFT  0.99991673   -2 31 15.7
 SC2530;UTM  10      - 5,172,668.686   425,802.039   MT  0.99966767   -0 42 23.2
 SC2530
 SC2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2530!SPC WA S     -   1.00000324  x   0.99991673  =   0.99991997
 SC2530!UTM  10      -   1.00000324  x   0.99966767  =   0.99967091
 SC2530
 SC2530:                Primary Azimuth Mark                     Grid Az
 SC2530:SPC WA S     -  TOKE PT CG BOAT HOUSE SE GABLE           049 25 29.7
 SC2530:UTM  10      -  TOKE PT CG BOAT HOUSE SE GABLE           047 36 37.2
 SC2530
 SC2530|---------------------------------------------------------------------|
 SC2530| PID    Reference Object                     Distance      Geod. Az  |
 SC2530|                                                           dddmmss.s |
 SC2530| SC2559 TOKE PT CG BOAT HOUSE SE GABLE      402.769 METERS 0465414.0 |
 SC2530| SC2552 WILLAPOINT OYSTER CO HOUSE CUP      APPROX. 3.1 KM 0613115.7 |
 SC2530| CE3565 FISHER 2 RM 2                        24.730 METERS 09129     |
 SC2530| SC2496 CEDAR RIVER FLATS LIGHT 1939        APPROX. 0.7 KM 1020925.3 |
 SC2530| SC2574 WILLAPA BAY 2 LIGHT                 APPROX. 3.4 KM 1121926.0 |
 SC2530| SC2573 WILLAPA RIVER W RANGE FRONT LT      APPROX. 1.7 KM 1373553.9 |
 SC2530| SC2514 BAY CEN CUT OFF CHAN BEACON 6       APPROX. 3.9 KM 1381743.0 |
 SC2530| SC2504 BAY CEN CUT OFF CHAN BEACON 8       APPROX. 3.7 KM 1435514.6 |
 SC2530| SC2509 BAY CEN CUT OFF CHAN BEACON 1       APPROX. 3.8 KM 1461326.5 |
 SC2530| SC2535 BAY CEN CUT OFF CHAN BEACON 3       APPROX. 3.8 KM 1495947.5 |
 SC2530| SC2529 BAY CEN CUT OFF CHAN BEACON 5       APPROX. 3.8 KM 1503905.6 |
 SC2530| SC2528 BAY CEN CUT OFF CHAN BEACON 7       APPROX. 3.9 KM 1513720.4 |
 SC2530| SC2517 BAY CEN CUT OFF CHAN BEACON 11      APPROX. 4.1 KM 1525013.8 |
 SC2530| SC2577 WILLAPA RIVER RNG R LT 4 1939       APPROX. 1.5 KM 1541410.6 |
 SC2530| SC2532 BAY CEN CUT OFF CHAN BEACON 13      APPROX. 4.2 KM 1544736.5 |
 SC2530| SC2506 BAY CEN CUT OFF CHAN BEACON 10      APPROX. 4.6 KM 1581717.5 |
 SC2530| SC2549 PILE                                APPROX. 2.1 KM 1583133.9 |
 SC2530| SC2518 BAY CEN CUT OFF CHAN BEACON 12      APPROX. 4.8 KM 1605400.7 |
 SC2530| SC2523 BAY CEN CUT OFF CHAN BEACON 14      APPROX. 5.0 KM 1621455.6 |
 SC2530| SC2520 PALIX RIVER BAY BEACON 4            APPROX. 7.1 KM 1775021.2 |
 SC2530| SC2499 GOOSE POINT RANGE FRONT LIGHT       APPROX. 7.1 KM 1804506.2 |
 SC2530| CE3564 FISHER 2 RM 1                        13.648 METERS 34210     |
 SC2530|---------------------------------------------------------------------|
 SC2530
 SC2530                          SUPERSEDED SURVEY CONTROL
 SC2530
 SC2530  NAD 83(1991)-  46 42 12.44453(N)    123 58 14.18154(W) AD(       ) 3
 SC2530  NAD 83(1986)-  46 42 12.44401(N)    123 58 14.16887(W) AD(       ) 3
 SC2530  NAD 27      -  46 42 13.09300(N)    123 58 09.56300(W) AD(       ) 3
 SC2530
 SC2530.Superseded values are not recommended for survey control.
 SC2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2530.See file dsdata.txt to determine how the superseded data were derived.
 SC2530
 SC2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2580272669(NAD 83)
 SC2530_MARKER: Z = SEE DESCRIPTION
 SC2530_SETTING: 0 = UNSPECIFIED SETTING
 SC2530
 SC2530  HISTORY     - Date     Condition        Report By
 SC2530  HISTORY     - 1922     MONUMENTED       CGS
 SC2530  HISTORY     - 1935     SEE DESCRIPTION  USE
 SC2530  HISTORY     - 1939     SEE DESCRIPTION  CGS
 SC2530  HISTORY     - 1946     SEE DESCRIPTION  WAHC
 SC2530  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SC2530
 SC2530                          STATION DESCRIPTION
 SC2530
 SC2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 SC2530'STATION IS LOCATED ON TOKE POINT ABOUT 300 METERS FROM THE WHARF.
 SC2530'THE STATION IS ABOUT 10 METERS BACK OF HIGH WATER ON THE INSIDE OF
 SC2530'A FENCE ABOUT 8 METERS.  THERE IS A PROFUSION OF SCOTCH BLOOM BRIAR
 SC2530'AROUND THE STATION, AND LINES WERE CLEARED THROUGH THIS TO LEAD,
 SC2530'BRUCE 2, AND HAWKS.
 SC2530'
 SC2530'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CEMENT BLOCK 2
 SC2530'1/2 FEET DEEP, 8 INCHES ON A SIDE.  THE BLOCK PROJECTS 4 INCHES
 SC2530'ABOVE THE SURFACE OF THE GROUND.
 SC2530'
 SC2530'THERE ARE TWO REFERENCE MARKS EACH A STANDARD DISK SET IN A SQUARE
 SC2530'CEMENT BLOCK 2-1/2 FEET DEEP, 8 INCHES ON A SIDE.  THESE PROJECT
 SC2530'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 SC2530'
 SC2530'THE STATION MARK, REFERENCE MARK NO.1, AND REFERENCE MARK NO.2 ARE
 SC2530'CONNECTED BY A LINE OF LEVELS TO THE TOKE POINT TIDE STAFF AS BENCH
 SC2530'MARK 6, BENCH MARK 7, AND BENCH MARK 8, RESPECTIVELY.
 SC2530
 SC2530                          STATION RECOVERY (1935)
 SC2530
 SC2530'RECOVERY NOTE BY US ENGINEERS 1935
 SC2530'MARCH 12, 1935 - REFERENCE MARK NO.1 RECOVERED.  REFERENCE MARK
 SC2530'NO.2 HAS WASHED AWAY.  STATION MARK BELIEVED TO BE UNDER
 SC2530'HYDROGRAPHIC SIGNAL.  DID NOT DIG FOR IT.  STATION WILL BE WASHED
 SC2530'OUT IN A FEW YEARS.  STATION IS ABOUT 100 FEET S OF SE CORNER OF W
 SC2530'BUILDING OF VENICE GARDENS, TOKELAND.  OLD WHARF MENTIONED IN
 SC2530'ORIGINAL DESCRIPTION, HAS BEEN ABANDONED.
 SC2530'
 SC2530'MARCH 19, 1935 - STATION MARK RECOVERED IN GOOD CONDITION.  ABOUT
 SC2530'TWO FEET S OF HYDROGRAPHIC SIGNAL.
 SC2530
 SC2530                          STATION RECOVERY (1939)
 SC2530
 SC2530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2530'THIS STATION IS ON THE SE TANGENT OF TOKE POINT, ABOUT 300 YARDS
 SC2530'SSW OF THE INSHORE END OF THE WHARF, IN THE EDGE OF THE GRASS AT
 SC2530'STORM HIGH-WATER LINE, AND ABOUT 100 FEET SE OF THE SE CORNER OF THE
 SC2530'VENICE INN, A LARGE RUSTY GREEN BUILDING.
 SC2530'
 SC2530'THE STATION IS MARKED WITH A STANDARD DISK SET IN AN 8- BY 8-INCH
 SC2530'SQUARE CONCRETE POST THE TOP OF WHICH IS ABOUT 1 FOOT BELOW THE
 SC2530'SURFACE OF THE SAND.  THE POST IS SLIGHTLY TILTED.  THE MARK IS NOT
 SC2530'STAMPED.
 SC2530'
 SC2530'REFERENCE MARK NO.1 IS A STANDARD REFERENCE DISK SET IN THE TOP OF AN
 SC2530'8- BY 8-INCH SQUARE CONCRETE POST, FLUSH WITH THE SURFACE.  THE MARK
 SC2530'IS NOT STAMPED.
 SC2530'
 SC2530'REFERENCE MARK NO.2 HAS BEEN DESTROYED ACCORDING TO THE 29TH
 SC2530'ENGINEERS, AND NO EXTENSIVE SEARCH WAS MADE FOR IT.  NO NEW
 SC2530'REFERENCE MARKS ESTABLISHED, BUT TWO SMALL SPRUCE TREES ON THE
 SC2530'PREMISES OF THE VENICE INN WERE CUT IN AS WITNESS MARKS.
 SC2530
 SC2530                          STATION RECOVERY (1946)
 SC2530
 SC2530'RECOVERY NOTE BY WASHINGTON STATE HIGHWAY COMMISSION 1946
 SC2530'LETTER FROM MR. E.F. EMMICK, LOCATION ENGINEER, WASHINGTON STATE
 SC2530'DEPARTMENT OF HIGHWAYS, HOQUIAM, WASH., DATED 5/16/46--
 SC2530'
 SC2530'STATION MARK WAS RECOVERED BY MEANS OF CHAIN TIES TO TWO SPRUCE
 SC2530'TREES ON PREMISES OF VENICE INN, CUT IN AS WITNESS MARKS BY W.M.
 SC2530'SCAIFE IN 1939.  STATION IS MARKED WITH DISK SET IN TOP OF AN 8- BY
 SC2530'8-INCH SQUARE CONCRETE POST.  DISK IS UNSTAMPED.  MARKER IS IN
 SC2530'SMALL, CLEAR, SANDY AREA, COVERED WITH SCATTERED DRIFTWOOD.
 SC2530'HYDROGRAPHIC FLAG HAS BEARING OF N. 64 DEG 34 MIN E. FROM STATION
 SC2530'AND IS 174.2 FEET AWAY.  POST WAS FOUND TIPPED OVER AND UNDER 3 FEET
 SC2530'OF SAND.  THE MARKER MAY BE DESTROYED BY BEACH EROSION IN A VERY FEW
 SC2530'YEARS.
 SC2530'
 SC2530'POST WAS RESET BY PLACING IT IN OLD FORMS, MEASURING 44.71 FEET
 SC2530'FROM REFERENCE MARK 1 AND CHECKING ANGLES FROM REFERENCE MARK 1 TO
 SC2530'ELLEN 3 AND BRUCE 2 AND ADJUSTING POSITION OF MARKER UNTIL CORRECT
 SC2530'ANGLES WERE OBTAINED.
 SC2530'
 SC2530'REFERENCE MARK 1 IS A DISK SET IN TOP OF AN 8- BY 8-INCH SQUARE
 SC2530'CONCRETE POST.  DISK IS UNSTAMPED.  RECOVERED IN GOOD CONDITION,
 SC2530'UNDER ONE FOOT OF SAND.  REFERENCED TO A BOAT SPIKE IN AN 18-INCH
 SC2530'SPRUCE TREE ON RIGHT, 83.78 FEET.  AND TO BOAT SPIKE IN AN 18-INCH
 SC2530'SPRUCE TREE ON LEFT, 91.95 FEET.
 SC2530
 SC2530                          STATION RECOVERY (1954)
 SC2530
 SC2530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LAG)
 SC2530'REFERENCE MARK 1 WAS NOT RECOVERED.
 SC2530'
 SC2530'THE VENICE INN, REFERRED TO IN THE ORIGINAL DESCRIPTION, HAS BURNED
 SC2530'DOWN, AND THE SHORELINE HAS MOVED INLAND TO A POINT BEYOND WHERE THE
 SC2530'INN STOOD.  THERE IS NO DOUBT THIS MARK HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1828 ***********************************************************************
 RZ1828  DESIGNATION -  FISHER CAIRN SSW
 RZ1828  PID         -  RZ1828
 RZ1828  STATE/COUNTY-  WA/ASOTIN
 RZ1828  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ1828
 RZ1828                         *CURRENT SURVEY CONTROL
 RZ1828  ___________________________________________________________________
 RZ1828* NAD 83(1991)-  46 06 15.24614(N)    116 58 18.26774(W)     ADJUSTED  
 RZ1828* NAVD 88     -                                                        
 RZ1828  ___________________________________________________________________
 RZ1828  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 RZ1828  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 RZ1828
 RZ1828  HORZ ORDER  -  THIRD
 RZ1828
 RZ1828.The horizontal coordinates were established by classical geodetic methods
 RZ1828.and adjusted by the National Geodetic Survey in December 1991..
 RZ1828
 RZ1828
 RZ1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1828
 RZ1828.The geoid height was determined by GEOID03.
 RZ1828
 RZ1828;                    North         East     Units Scale Factor Converg.
 RZ1828;SPC WA S     -    91,785.483   772,692.199   MT  0.99994960   +2 33 46.5
 RZ1828;SPC WA S     -   301,132.87  2,535,074.32   sFT  0.99994960   +2 33 46.5
 RZ1828;SPC ID W     -   493,751.237   705,544.342   MT  1.00004297   -0 52 49.6
 RZ1828;SPC OR N     -   276,836.796 2,772,717.889   MT  1.00002818   +2 30 07.9
 RZ1828;SPC OR N     -   908,257.20  9,096,843.47   iFT  1.00002818   +2 30 07.9
 RZ1828;UTM  11      - 5,105,629.214   502,184.044   MT  0.99960006   +0 01 13.3
 RZ1828
 RZ1828                          SUPERSEDED SURVEY CONTROL
 RZ1828
 RZ1828  NAD 83(1991)-  46 06 15.24614(N)    116 58 18.26775(W) AD(       ) 4
 RZ1828  NAD 83(1986)-  46 06 15.25013(N)    116 58 18.26533(W) AD(       ) 4
 RZ1828  NAD 27      -  46 06 15.70166(N)    116 58 14.73060(W) AD(       ) 3
 RZ1828
 RZ1828.Superseded values are not recommended for survey control.
 RZ1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1828.See file dsdata.txt to determine how the superseded data were derived.
 RZ1828
 RZ1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0218405629(NAD 83)
 RZ1828_MARKER: 72 = CAIRN
 RZ1828
 RZ1828  HISTORY     - Date     Condition        Report By
 RZ1828  HISTORY     - 1945     FIRST OBSERVED   CGS
 RZ1828
 RZ1828                          STATION DESCRIPTION
 RZ1828
 RZ1828'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1826 ***********************************************************************
 RZ1826  DESIGNATION -  FISHER CAIRN WSW
 RZ1826  PID         -  RZ1826
 RZ1826  STATE/COUNTY-  WA/ASOTIN
 RZ1826  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ1826
 RZ1826                         *CURRENT SURVEY CONTROL
 RZ1826  ___________________________________________________________________
 RZ1826* NAD 83(1991)-  46 06 15.32386(N)    116 58 18.30766(W)     ADJUSTED  
 RZ1826* NAVD 88     -                                                        
 RZ1826  ___________________________________________________________________
 RZ1826  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 RZ1826  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 RZ1826
 RZ1826  HORZ ORDER  -  THIRD
 RZ1826
 RZ1826.The horizontal coordinates were established by classical geodetic methods
 RZ1826.and adjusted by the National Geodetic Survey in December 1991..
 RZ1826
 RZ1826
 RZ1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1826
 RZ1826.The geoid height was determined by GEOID03.
 RZ1826
 RZ1826;                    North         East     Units Scale Factor Converg.
 RZ1826;SPC WA S     -    91,787.841   772,691.235   MT  0.99994959   +2 33 46.5
 RZ1826;SPC WA S     -   301,140.61  2,535,071.16   sFT  0.99994959   +2 33 46.5
 RZ1826;SPC ID W     -   493,753.649   705,543.521   MT  1.00004297   -0 52 49.7
 RZ1826;SPC OR N     -   276,839.156 2,772,716.927   MT  1.00002819   +2 30 07.9
 RZ1826;SPC OR N     -   908,264.95  9,096,840.31   iFT  1.00002819   +2 30 07.9
 RZ1826;UTM  11      - 5,105,631.612   502,183.186   MT  0.99960006   +0 01 13.3
 RZ1826
 RZ1826                          SUPERSEDED SURVEY CONTROL
 RZ1826
 RZ1826  NAD 83(1991)-  46 06 15.32386(N)    116 58 18.30767(W) AD(       ) 4
 RZ1826  NAD 83(1986)-  46 06 15.32785(N)    116 58 18.30525(W) AD(       ) 4
 RZ1826  NAD 27      -  46 06 15.77938(N)    116 58 14.77052(W) AD(       ) 3
 RZ1826
 RZ1826.Superseded values are not recommended for survey control.
 RZ1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1826.See file dsdata.txt to determine how the superseded data were derived.
 RZ1826
 RZ1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0218305632(NAD 83)
 RZ1826_MARKER: 72 = CAIRN
 RZ1826
 RZ1826  HISTORY     - Date     Condition        Report By
 RZ1826  HISTORY     - 1945     FIRST OBSERVED   CGS
 RZ1826
 RZ1826                          STATION DESCRIPTION
 RZ1826
 RZ1826'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1624 ***********************************************************************
 SC1624  DESIGNATION -  FISHER USE 1936
 SC1624  PID         -  SC1624
 SC1624  STATE/COUNTY-  WA/COWLITZ
 SC1624  USGS QUAD   -  COAL CREEK (1985)
 SC1624
 SC1624                         *CURRENT SURVEY CONTROL
 SC1624  ___________________________________________________________________
 SC1624* NAD 83(1991)-  46 09 46.12670(N)    123 03 07.51235(W)     ADJUSTED  
 SC1624* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC1624  ___________________________________________________________________
 SC1624  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 SC1624  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 SC1624
 SC1624  HORZ ORDER  -  SECOND
 SC1624
 SC1624.The horizontal coordinates were established by classical geodetic methods
 SC1624.and adjusted by the National Geodetic Survey in December 1991..
 SC1624
 SC1624.The orthometric height was scaled from a topographic map.
 SC1624
 SC1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1624
 SC1624.The geoid height was determined by GEOID03.
 SC1624
 SC1624;                    North         East     Units Scale Factor Converg.
 SC1624;SPC WA S     -    95,384.701   302,933.486   MT  0.99994160   -1 51 13.8
 SC1624;SPC WA S     -   312,941.31    993,874.28   sFT  0.99994160   -1 51 13.8
 SC1624;SPC OR N     -   280,505.412 2,302,911.400   MT  1.00004549   -1 48 35.7
 SC1624;SPC OR N     -   920,293.35  7,555,483.60   iFT  1.00004549   -1 48 35.7
 SC1624;UTM  10      - 5,112,138.707   495,978.647   MT  0.99960020   -0 02 15.3
 SC1624
 SC1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1624!SPC WA S     -   1.00000285  x   0.99994160  =   0.99994445
 SC1624!SPC OR N     -   1.00000285  x   1.00004549  =   1.00004834
 SC1624!UTM  10      -   1.00000285  x   0.99960020  =   0.99960305
 SC1624
 SC1624                          SUPERSEDED SURVEY CONTROL
 SC1624
 SC1624  NAD 83(1991)-  46 09 46.12671(N)    123 03 07.51235(W) AD(       ) 2
 SC1624  NAD 83(1986)-  46 09 46.14340(N)    123 03 07.51145(W) AD(       ) 2
 SC1624  NAD 27      -  46 09 46.73971(N)    123 03 03.09790(W) AD(       ) 2
 SC1624
 SC1624.Superseded values are not recommended for survey control.
 SC1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1624.See file dsdata.txt to determine how the superseded data were derived.
 SC1624
 SC1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9597912139(NAD 83)
 SC1624
 SC1624  HISTORY     - Date     Condition        Report By
 SC1624  HISTORY     - 1936     MONUMENTED       USE
 SC1624  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1624
 SC1624                          STATION DESCRIPTION
 SC1624
 SC1624'DESCRIBED BY US ENGINEERS 1936 (RWK)
 SC1624'SEE STATION FISHER USE AUXILIARY
 SC1624
 SC1624                          STATION RECOVERY (1949)
 SC1624
 SC1624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1624'STATION IS LOCATED ON THE SE PART OF FISHER ISLAND, ABOUT 150 METERS
 SC1624'W OF THE EXTREME E END OF THE ISLAND, AND ABOUT 100 METERS N OF THE S
 SC1624'SHORELINE.
 SC1624'
 SC1624'STATION MARK IS A STANDARD U.S.E. TRIANGULATION DISK, STAMPED FISHER
 SC1624'1926, SET IN A CONCRETE MONUMENT ABOUT 8 INCHES BELOW THE SURFACE
 SC1624'OF THE GROUND.
 SC1624'
 SC1624'THERE ARE NO REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1625 ***********************************************************************
 SC1625  DESIGNATION -  FISHER USE AUX 1936
 SC1625  PID         -  SC1625
 SC1625  STATE/COUNTY-  WA/COWLITZ
 SC1625  USGS QUAD   -  COAL CREEK (1985)
 SC1625
 SC1625                         *CURRENT SURVEY CONTROL
 SC1625  ___________________________________________________________________
 SC1625* NAD 83(1991)-  46 09 41.27130(N)    123 03 01.25431(W)     ADJUSTED  
 SC1625* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC1625  ___________________________________________________________________
 SC1625  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 SC1625  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SC1625
 SC1625  HORZ ORDER  -  SECOND
 SC1625
 SC1625.The horizontal coordinates were established by classical geodetic methods
 SC1625.and adjusted by the National Geodetic Survey in December 1991..
 SC1625
 SC1625.The orthometric height was scaled from a topographic map.
 SC1625
 SC1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1625
 SC1625.The geoid height was determined by GEOID03.
 SC1625
 SC1625;                    North         East     Units Scale Factor Converg.
 SC1625;SPC WA S     -    95,230.530   303,062.824   MT  0.99994177   -1 51 09.2
 SC1625;SPC WA S     -   312,435.50    994,298.62   sFT  0.99994177   -1 51 09.2
 SC1625;SPC OR N     -   280,351.324 2,303,040.870   MT  1.00004508   -1 48 31.2
 SC1625;SPC OR N     -   919,787.81  7,555,908.37   iFT  1.00004508   -1 48 31.2
 SC1625;UTM  10      - 5,111,988.764   496,112.761   MT  0.99960019   -0 02 10.7
 SC1625
 SC1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1625!SPC WA S     -   1.00000269  x   0.99994177  =   0.99994446
 SC1625!SPC OR N     -   1.00000269  x   1.00004508  =   1.00004777
 SC1625!UTM  10      -   1.00000269  x   0.99960019  =   0.99960288
 SC1625
 SC1625:                Primary Azimuth Mark                     Grid Az
 SC1625:SPC WA S     -  MEMORIAL                                 103 13 31.6
 SC1625:SPC OR N     -  MEMORIAL                                 103 10 53.6
 SC1625:UTM  10      -  MEMORIAL                                 101 24 33.1
 SC1625
 SC1625|---------------------------------------------------------------------|
 SC1625| PID    Reference Object                     Distance      Geod. Az  |
 SC1625|                                                           dddmmss.s |
 SC1625| SC1640 MEMORIAL                            APPROX. 2.7 KM 1012222.4 |
 SC1625| SC1650 BARLOW POINT LIGHT                  APPROX. 2.5 KM 1404821.8 |
 SC1625| SC1631 DIKE 51.5 DOLPHIN NORTH END         APPROX. 2.4 KM 1533031.8 |
 SC1625| SC1636 DIKE 51.7 DOLPHIN NORTH END         APPROX. 2.0 KM 1575537.5 |
 SC1625| SC1633 WALKER ISLAND SOUTHEAST LIGHT       APPROX. 1.6 KM 1634749.5 |
 SC1625| SC1626 FISHER ISLAND DIKE 3 LIGHT          APPROX. 0.7 KM 1665053.2 |
 SC1625| SC1627 WALKER ISLAND RED BARN CUPOLA       APPROX. 1.6 KM 1712600.8 |
 SC1625| SC1619 WALKER ISLAND NORTHWEST LIGHT       APPROX. 1.0 KM 2174844.3 |
 SC1625| SC1620 FISHER ISLAND DIKE 1 LIGHT          APPROX. 0.6 KM 2214512.1 |
 SC1625| SC1655 DIKE 53.0 DOLPHIN SOUTH END         APPROX. 1.0 KM 2570641.0 |
 SC1625| SC1630 DIKE 53.0 DOLPHIN NORTH END         APPROX. 0.7 KM 2652935.2 |
 SC1625| SC1629 FISHER ISLAND LIGHT                 APPROX. 1.5 KM 2671207.9 |
 SC1625| SC1624 FISHER USE 1936                     201.251 METERS 31809     |
 SC1625|---------------------------------------------------------------------|
 SC1625
 SC1625                          SUPERSEDED SURVEY CONTROL
 SC1625
 SC1625  NAD 83(1991)-  46 09 41.27130(N)    123 03 01.25431(W) AD(       ) 2
 SC1625  NAD 83(1986)-  46 09 41.28802(N)    123 03 01.25341(W) AD(       ) 2
 SC1625  NAD 27      -  46 09 41.88424(N)    123 02 56.84008(W) AD(       ) 2
 SC1625
 SC1625.Superseded values are not recommended for survey control.
 SC1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1625.See file dsdata.txt to determine how the superseded data were derived.
 SC1625
 SC1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9611311989(NAD 83)
 SC1625_MARKER: Z = SEE DESCRIPTION
 SC1625_SETTING: 0 = UNSPECIFIED SETTING
 SC1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC1625
 SC1625  HISTORY     - Date     Condition        Report By
 SC1625  HISTORY     - 1936     MONUMENTED       USE
 SC1625  HISTORY     - 1949     SEE DESCRIPTION  CGS
 SC1625
 SC1625                          STATION DESCRIPTION
 SC1625
 SC1625'DESCRIBED BY US ENGINEERS 1936 (RWK)
 SC1625'STATION IS ON THE EXTREME EASTERN POINT OF FISHER ISLAND, ABOUT 10
 SC1625'METERS FROM THE HIGH-WATER LINE.
 SC1625'
 SC1625'THE STATION IS MARKED BY A STANDARD DISK STAMPED FISHER U.S.E.
 SC1625'AUXILIARY 1936, CEMENTED INTO A 5-FOOT LENGTH OF 4-INCH CAST-IRON
 SC1625'SOIL PIPE, PROJECTING ABOUT 6 INCHES ABOVE THE SAND.
 SC1625
 SC1625                          STATION RECOVERY (1949)
 SC1625
 SC1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HJH)
 SC1625'STATION COULD NOT BE FOUND.  AS THERE ARE SIGNS OF HEAVY EROSION
 SC1625'UPON THE POINT OF LAND UPON WHICH IT WAS LOCATED, IT IS BELIEVED
 SC1625'THAT THE STATION HAS BEEN WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4346 ***********************************************************************
 SY4346  DESIGNATION -  FISHERS MILL SOUTH FLAGPOLE
 SY4346  PID         -  SY4346
 SY4346  STATE/COUNTY-  WA/KING
 SY4346  USGS QUAD   -  POVERTY BAY (1994)
 SY4346
 SY4346                         *CURRENT SURVEY CONTROL
 SY4346  ___________________________________________________________________
 SY4346* NAD 83(1991)-  47 34 31.24751(N)    122 21 24.89059(W)     ADJUSTED  
 SY4346* NAVD 88     -                                                        
 SY4346  ___________________________________________________________________
 SY4346  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 SY4346  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SY4346
 SY4346  HORZ ORDER  -  THIRD
 SY4346
 SY4346.The horizontal coordinates were established by classical geodetic methods
 SY4346.and adjusted by the National Geodetic Survey in December 1991..
 SY4346
 SY4346
 SY4346.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4346
 SY4346.The geoid height was determined by GEOID03.
 SY4346
 SY4346;                    North         East     Units Scale Factor Converg.
 SY4346;SPC WA N     -    65,102.857   385,381.330   MT  0.99998680   -1 08 03.6
 SY4346;SPC WA N     -   213,591.62  1,264,371.91   sFT  0.99998680   -1 08 03.6
 SY4346;UTM  10      - 5,269,303.863   548,363.582   MT  0.99962874   +0 28 29.0
 SY4346
 SY4346                          SUPERSEDED SURVEY CONTROL
 SY4346
 SY4346  NAD 83(1986)-  47 34 31.24182(N)    122 21 24.89679(W) AD(       ) 4
 SY4346  NAD 27      -  47 34 31.88700(N)    122 21 20.44400(W) AD(       ) 3
 SY4346
 SY4346.Superseded values are not recommended for survey control.
 SY4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4346.See file dsdata.txt to determine how the superseded data were derived.
 SY4346
 SY4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4836469304(NAD 83)
 SY4346_MARKER: 62 = FLAGPOLE
 SY4346
 SY4346  HISTORY     - Date     Condition        Report By
 SY4346  HISTORY     - 1917     FIRST OBSERVED   CGS
 SY4346  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4346
 SY4346                          STATION DESCRIPTION
 SY4346
 SY4346'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4346'THERE IS NO PREVIOUS DESCRIPTION OF THIS STATION.  THERE ARE STILL
 SY4346'TWO FLAGPOLES AT THE FISHERS MILL, ONE ON THE MILL AND ONE ON THE
 SY4346'GROUND NEAR THE OFFICE, BUT EMPLOYEES THINK THE MOST PROMINENT
 SY4346'FLAGPOLE IN 1917 WAS PROBABLY THE FLAGPOLE ON TOP OF WHAT THEY CALL
 SY4346'NO. 3 STORAGE, AND THAT HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5552 ***********************************************************************
 SY5552  DESIGNATION -  FISHERY 1878
 SY5552  PID         -  SY5552
 SY5552  STATE/COUNTY-  WA/JEFFERSON
 SY5552  USGS QUAD   -  QUILCENE (1953)
 SY5552
 SY5552                         *CURRENT SURVEY CONTROL
 SY5552  ___________________________________________________________________
 SY5552* NAD 83(1991)-  47 46 54.97113(N)    122 51 12.05287(W)     ADJUSTED  
 SY5552* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5552  ___________________________________________________________________
 SY5552  LAPLACE CORR-         -23.37  (seconds)                    DEFLEC99
 SY5552  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SY5552
 SY5552  HORZ ORDER  -  THIRD
 SY5552
 SY5552.The horizontal coordinates were established by classical geodetic methods
 SY5552.and adjusted by the National Geodetic Survey in December 1991..
 SY5552
 SY5552.The orthometric height was scaled from a topographic map.
 SY5552
 SY5552.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5552
 SY5552.The geoid height was determined by GEOID03.
 SY5552
 SY5552;                    North         East     Units Scale Factor Converg.
 SY5552;SPC WA N     -    88,923.629   348,645.061   MT  0.99995936   -1 30 14.2
 SY5552;SPC WA N     -   291,743.61  1,143,846.34   sFT  0.99995936   -1 30 14.2
 SY5552;UTM  10      - 5,292,074.238   510,985.599   MT  0.99960148   +0 06 31.0
 SY5552
 SY5552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5552!SPC WA N     -   1.00000303  x   0.99995936  =   0.99996239
 SY5552!UTM  10      -   1.00000303  x   0.99960148  =   0.99960451
 SY5552
 SY5552:                Primary Azimuth Mark                     Grid Az
 SY5552:SPC WA N     -  LAKE 1878                                176 47 10.4
 SY5552:UTM  10      -  LAKE 1878                                175 10 25.2
 SY5552
 SY5552|---------------------------------------------------------------------|
 SY5552| PID    Reference Object                     Distance      Geod. Az  |
 SY5552|                                                           dddmmss.s |
 SY5552| SY5551 LAKE 1878                           APPROX. 2.3 KM 1751656.2 |
 SY5552|---------------------------------------------------------------------|
 SY5552
 SY5552                          SUPERSEDED SURVEY CONTROL
 SY5552
 SY5552  NAD 83(1986)-  47 46 54.96832(N)    122 51 12.05980(W) AD(       ) 3
 SY5552  NAD 27      -  47 46 55.68800(N)    122 51 07.47500(W) AD(       ) 3
 SY5552
 SY5552.Superseded values are not recommended for survey control.
 SY5552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5552.See file dsdata.txt to determine how the superseded data were derived.
 SY5552
 SY5552_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1098692074(NAD 83)
 SY5552
 SY5552  HISTORY     - Date     Condition        Report By
 SY5552  HISTORY     - 1878     MONUMENTED       CGS
 SY5552  HISTORY     - 1937     SEE DESCRIPTION  USE
 SY5552  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SY5552
 SY5552                          STATION DESCRIPTION
 SY5552
 SY5552'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (JJG)
 SY5552'STATION IS ON THE SAND AND GRAVEL SPIT AT E ENTRANCE TO QUILCENE
 SY5552'BAY.  THIS IS A LONG IRREGULAR SPIT ENCLOSING LAGOON AND MARSH
 SY5552'AND ON THE END OF IT ARE SEVERAL BUILDINGS USED BY
 SY5552'FISHERMEN.  STATION IS 50 PACES FROM BASE OF SPIT AND 28 PACES S
 SY5552'FROM N EDGE OF MARSH INSIDE, 6 PACES FROM HIGH-WATER MARK, AND 3
 SY5552'PACES FROM EDGE OF MARSH.
 SY5552'
 SY5552'STATION IS MARKED 14 INCHES BENEATH SURFACE BY A STONE HAVING A
 SY5552'1/2-INCH HOLE DRILLED 2 INCHES DEEP FOR CENTER.
 SY5552'
 SY5552'STUBS WERE PLACED--TWO PARALLEL WITH BEACH AND ONE AT RIGHT
 SY5552'ANGLES INSHORE.  EACH MARKED WITH COPPER NAIL 6 FEET FROM CENTER.
 SY5552'
 SY5552'SEES FROM LAKE AROUND TO BEND.
 SY5552
 SY5552                          STATION RECOVERY (1937)
 SY5552
 SY5552'RECOVERY NOTE BY US ENGINEERS 1937
 SY5552'STATION RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.  IT IS
 SY5552'ON A SAND AND GRAVEL SPIT E OF SIDE OF QUILCENE BAY.  WELL AROUND
 SY5552'INSIDE OF QUILCENE BAY FROM S END OF BOLTON PENINSULA.  SPIT IS
 SY5552'ABOUT 100 FEET WIDE AT LOW TIDE.  LAGOON IS ABOUT 600 FEET LONG
 SY5552'AND 500 FEET WIDE.  BEARING TO STATION QUILCENE 240 DEG.  TO BEND
 SY5552'330 DEG.  MONUMENTED.
 SY5552
 SY5552                          STATION RECOVERY (1955)
 SY5552
 SY5552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY5552'THE STATION WAS SEARCHED FOR, BUT COULD NOT BE FOUND.
 SY5552'
 SY5552'STATION FISHERY 2 WAS ESTABLISHED IN THE NEAR VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5554 ***********************************************************************
 SY5554  DESIGNATION -  FISHERY 2
 SY5554  PID         -  SY5554
 SY5554  STATE/COUNTY-  WA/JEFFERSON
 SY5554  USGS QUAD   -  QUILCENE (1953)
 SY5554
 SY5554                         *CURRENT SURVEY CONTROL
 SY5554  ___________________________________________________________________
 SY5554* NAD 83(1991)-  47 47 00.72711(N)    122 51 06.66421(W)     ADJUSTED  
 SY5554* NAVD 88     -         2.92   (+/-2cm)       9.6    (feet)  VERTCON   
 SY5554  ___________________________________________________________________
 SY5554  LAPLACE CORR-         -22.91  (seconds)                    DEFLEC99
 SY5554  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SY5554
 SY5554  HORZ ORDER  -  THIRD
 SY5554  VERT ORDER  -  THIRD ? (See Below)
 SY5554
 SY5554.The horizontal coordinates were established by classical geodetic methods
 SY5554.and adjusted by the National Geodetic Survey in December 1991..
 SY5554
 SY5554.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY5554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY5554.The vertical order pertains to the NGVD 29 superseded value.
 SY5554
 SY5554.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5554
 SY5554.The geoid height was determined by GEOID03.
 SY5554
 SY5554;                    North         East     Units Scale Factor Converg.
 SY5554;SPC WA N     -    89,098.391   348,761.852   MT  0.99995919   -1 30 10.2
 SY5554;SPC WA N     -   292,316.97  1,144,229.51   sFT  0.99995919   -1 30 10.2
 SY5554;UTM  10      - 5,292,252.154   511,097.386   MT  0.99960151   +0 06 35.0
 SY5554
 SY5554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5554!SPC WA N     -   1.00000290  x   0.99995919  =   0.99996209
 SY5554!UTM  10      -   1.00000290  x   0.99960151  =   0.99960441
 SY5554
 SY5554:                Primary Azimuth Mark                     Grid Az
 SY5554:SPC WA N     -  CENE                                     010 25 12.4
 SY5554:UTM  10      -  CENE                                     008 48 27.2
 SY5554
 SY5554|---------------------------------------------------------------------|
 SY5554| PID    Reference Object                     Distance      Geod. Az  |
 SY5554|                                                           dddmmss.s |
 SY5554| SY5556 CENE                                APPROX. 1.2 KM 0085502.2 |
 SY5554| CF6633 FISHERY 2 RM 1                       10.618 METERS 09258     |
 SY5554| CF6634 FISHERY 2 RM 2                       10.079 METERS 24912     |
 SY5554|---------------------------------------------------------------------|
 SY5554
 SY5554                          SUPERSEDED SURVEY CONTROL
 SY5554
 SY5554  NAD 83(1986)-  47 47 00.72417(N)    122 51 06.67101(W) AD(       ) 3
 SY5554  NAD 27      -  47 47 01.39100(N)    122 51 02.10400(W) AD(       ) 3
 SY5554  NGVD 29 (07/19/86)    1.83   (m)            6.0    (f) LEVELING    3  
 SY5554
 SY5554.Superseded values are not recommended for survey control.
 SY5554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5554.See file dsdata.txt to determine how the superseded data were derived.
 SY5554
 SY5554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1109792252(NAD 83)
 SY5554_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY5554
 SY5554  HISTORY     - Date     Condition        Report By
 SY5554  HISTORY     - 1955     MONUMENTED       CGS
 SY5554  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY5554  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5554
 SY5554                          STATION DESCRIPTION
 SY5554
 SY5554'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY5554'STATION FISHERY WAS SEARCHED FOR BUT WAS NOT FOUND.  IT IS BELIEVED
 SY5554'THAT A BULLDOZER KNOCKED OUT THE STATION WHILE WORKING ON THE
 SY5554'SPIT.  A NEW STATION FISHERY 2 WAS ESTABLISHED.
 SY5554'
 SY5554'FISHERY 2 IS 3 MILES SOUTH SOUTHEAST OF QUILCENE, AND ON A SAND
 SY5554'AND GRAVEL SPIT, EAST SIDE OF QUILCENE BAY.
 SY5554'
 SY5554'TO REACH FROM THE POST OFFICE IN QUILCENE, GO NORTH ON U.S. HIGHWAY
 SY5554'101 FOR 50 YARDS TO A FORK.  TAKE THE RIGHT FORK ON THE PAVED ROAD
 SY5554'FOR 0.4 MILE TO A CROSSROAD AND A SIGN EAST QUILCENE.  TURN RIGHT
 SY5554'AND GO EAST ON A PAVED ROAD AS PER SIGN EAST QUILCENE FOR 1.9
 SY5554'MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHERLY ON THE MAIN
 SY5554'ROAD FOR 2.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT WESTERLY
 SY5554'FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK SOUTHERLY FOR ABOUT
 SY5554'25 YARDS TO A T ROAD.  TURN RIGHT WESTERLY AND GO 0.3 MILE TO
 SY5554'THE STATION.  A FOUR WHEEL DRIVE VEHICLE IS REQUIRED TO DRIVE TO
 SY5554'THE STATION IN WET WEATHER.
 SY5554'
 SY5554'THE STATION MARK IS A STANDARD DISK STAMPED FISHERY 2 1955.  IT
 SY5554'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 SY5554'THE GROUND.  THE MARK IS NEAR THE END OF THE SAND AND GRAVEL SPIT,
 SY5554'33 FEET NORTH OF THE EDGE OF A SMALL LAGOON, AND 186 FEET WEST OF
 SY5554'A TIMBERED BLUFF.
 SY5554'
 SY5554'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FISHERY 2 NO 1
 SY5554'1955.  IT IS SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 SY5554'THE GROUND.  THE MARK IS 123 FEET WEST OF THE TIMBERED BLUFF AND
 SY5554'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 SY5554'
 SY5554'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FISHERY 2 NO 2
 SY5554'1955.  IT IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 SY5554'GROUND.  THE MARK IS 28 FEET NORTH OF A SMALL LAGOON.
 SY5554'
 SY5554'STATION CENE CAN BE USED FOR AN AZIMUTH.
 SY5554
 SY5554                          STATION RECOVERY (1961)
 SY5554
 SY5554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MEW)
 SY5554'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 SY5554'AS DESCRIBED.
 SY5554'
 SY5554'THE STATION IS 2.9 MILES SOUTH SOUTHEAST OF QUILCENE ON A SAND AND
 SY5554'GRAVEL SPIT, ON THE EAST SIDE OF QUILCENE BAY.  SINCE THE ORIGINAL
 SY5554'DESCRIPTION WAS WRITTEN THE ROAD ACROSS BOLTON PENINSULA HAS
 SY5554'BEEN CHANGED.
 SY5554'
 SY5554'TO REACH THE STATION FROM THE POST OFFICE IN QUILCENE, GO NORTH
 SY5554'ON U.S. HIGHWAY 101 ABOUT 50 YARDS TO A FORK.  TAKE RIGHT FORK
 SY5554'FOR 0.4 MILE TO SIDE ROAD AND SIGN EAST QUILCENE.  TURN RIGHT AND
 SY5554'GO EAST ON PAVED ROAD FOR 1.9 MILES TO A FORK.  TAKE RIGHT FORK
 SY5554'AND GO SOUTHERLY ON MAIN ROAD FOR 2.6 MILES TO A SIDE ROAD ON THE
 SY5554'RIGHT.  TURN RIGHT, WESTERLY, FOR 0.3 MILE TO A FORK.  TAKE
 SY5554'RIGHT FORK WESTERLY ABOUT 100 YARDS DOWNHILL TO BEACH.  TURN
 SY5554'RIGHT, NORTHERLY, 0.3 MILE TO STATION.  A FOURWHEEL DRIVE
 SY5554'VEHICLE IS REQUIRED TO DRIVE TO STATION IN WET WEATHER.
 SY5554
 SY5554                          STATION RECOVERY (1963)
 SY5554
 SY5554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5554'THE STATION WAS RECOVERED AS DESCRIBED BY L.S.B. IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5209 ***********************************************************************
 SY5209  DESIGNATION -  FIT 1934
 SY5209  PID         -  SY5209
 SY5209  STATE/COUNTY-  WA/KITSAP
 SY5209  USGS QUAD   -  BREMERTON EAST (1981)
 SY5209
 SY5209                         *CURRENT SURVEY CONTROL
 SY5209  ___________________________________________________________________
 SY5209* NAD 83(1991)-  47 37 00.51065(N)    122 31 06.68806(W)     ADJUSTED  
 SY5209* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SY5209  ___________________________________________________________________
 SY5209  LAPLACE CORR-         -11.16  (seconds)                    DEFLEC99
 SY5209  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 SY5209
 SY5209  HORZ ORDER  -  THIRD
 SY5209
 SY5209.The horizontal coordinates were established by classical geodetic methods
 SY5209.and adjusted by the National Geodetic Survey in December 1991..
 SY5209
 SY5209.The orthometric height was scaled from a topographic map.
 SY5209
 SY5209.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5209
 SY5209.The geoid height was determined by GEOID03.
 SY5209
 SY5209;                    North         East     Units Scale Factor Converg.
 SY5209;SPC WA N     -    69,964.986   373,326.198   MT  0.99998026   -1 15 16.8
 SY5209;SPC WA N     -   229,543.46  1,224,821.03   sFT  0.99998026   -1 15 16.8
 SY5209;UTM  10      - 5,273,823.802   536,181.031   MT  0.99961609   +0 21 20.3
 SY5209
 SY5209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5209!SPC WA N     -   1.00000161  x   0.99998026  =   0.99998187
 SY5209!UTM  10      -   1.00000161  x   0.99961609  =   0.99961770
 SY5209
 SY5209|---------------------------------------------------------------------|
 SY5209| PID    Reference Object                     Distance      Geod. Az  |
 SY5209|                                                           dddmmss.s |
 SY5209| SY5247 EAGLEDALE                           398.532 METERS 10009     |
 SY5209| SY5227 GRIF                                APPROX. 0.6 KM 3194012.2 |
 SY5209|---------------------------------------------------------------------|
 SY5209
 SY5209                          SUPERSEDED SURVEY CONTROL
 SY5209
 SY5209  NAD 83(1986)-  47 37 00.50562(N)    122 31 06.69340(W) AD(       ) 3
 SY5209  NAD 27      -  47 37 01.15400(N)    122 31 02.22300(W) AD(       ) 3
 SY5209
 SY5209.Superseded values are not recommended for survey control.
 SY5209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5209.See file dsdata.txt to determine how the superseded data were derived.
 SY5209
 SY5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3618173824(NAD 83)
 SY5209_MARKER: DS = TRIANGULATION STATION DISK
 SY5209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5209_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY5209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY5209+STABILITY: SURFACE MOTION
 SY5209
 SY5209  HISTORY     - Date     Condition        Report By
 SY5209  HISTORY     - 1934     MONUMENTED       CGS
 SY5209  HISTORY     - 19960908 MARK NOT FOUND   USPSQD
 SY5209  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 SY5209
 SY5209                          STATION DESCRIPTION
 SY5209
 SY5209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5209'STATION IS LOCATED ON S SHORE OF EAGLE HARBOR, ABOUT 250 METERS
 SY5209'W OF THE DOCK AT EAGLEDALE, OPPOSITE WINSLOW SHIPYARD.  CEMENT
 SY5209'MONUMENT IN HARDPAN, ABOUT 6 METERS FROM CLAY BANK, AND IS COVERED
 SY5209'AT HALF TIDE.  STANDARD DISK STAMPED FIT 1934.
 SY5209'
 SY5209'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5209'CONCRETE.
 SY5209'
 SY5209'NO REFERENCE MARK.
 SY5209
 SY5209                          STATION RECOVERY (1996)
 SY5209
 SY5209'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5209'MARK NOT FOUND.
 SY5209
 SY5209                          STATION RECOVERY (2004)
 SY5209
 SY5209'RECOVERY NOTE BY US POWER SQUADRON 2004 (MS)
 SY5209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2049 ***********************************************************************
 RC2049  DESIGNATION -  FIVEMILE RAPIDS LIGHT
 RC2049  PID         -  RC2049
 RC2049  STATE/COUNTY-  WA/KLICKITAT
 RC2049  USGS QUAD   -  STACKER BUTTE (1994)
 RC2049
 RC2049                         *CURRENT SURVEY CONTROL
 RC2049  ___________________________________________________________________
 RC2049* NAD 83(1991)-  45 37 54.84573(N)    121 06 41.04139(W)     ADJUSTED  
 RC2049* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 RC2049  ___________________________________________________________________
 RC2049  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 RC2049  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RC2049
 RC2049  HORZ ORDER  -  THIRD
 RC2049
 RC2049.The horizontal coordinates were established by classical geodetic methods
 RC2049.and adjusted by the National Geodetic Survey in December 1991..
 RC2049
 RC2049.The orthometric height was scaled from a topographic map.
 RC2049
 RC2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2049
 RC2049.The geoid height was determined by GEOID03.
 RC2049
 RC2049;                    North         East     Units Scale Factor Converg.
 RC2049;SPC WA S     -    33,371.300   452,323.844   MT  1.00005174   -0 26 38.8
 RC2049;SPC WA S     -   109,485.67  1,483,999.14   sFT  1.00005174   -0 26 38.8
 RC2049;SPC OR N     -   218,563.432 2,452,329.757   MT  0.99992724   -0 26 00.9
 RC2049;SPC OR N     -   717,071.63  8,045,701.30   iFT  0.99992724   -0 26 00.9
 RC2049;UTM  10      - 5,054,885.199   647,204.784   MT  0.99986641   +1 21 01.2
 RC2049
 RC2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2049!SPC WA S     -   0.99999537  x   1.00005174  =   1.00004711
 RC2049!SPC OR N     -   0.99999537  x   0.99992724  =   0.99992261
 RC2049!UTM  10      -   0.99999537  x   0.99986641  =   0.99986178
 RC2049
 RC2049:                Primary Azimuth Mark                     Grid Az
 RC2049:SPC WA S     -  RNG THE DALLES RADIO DLS                 149 17 30.5
 RC2049:SPC OR N     -  RNG THE DALLES RADIO DLS                 149 16 52.6
 RC2049:UTM  10      -  RNG THE DALLES RADIO DLS                 147 29 50.5
 RC2049
 RC2049|---------------------------------------------------------------------|
 RC2049| PID    Reference Object                     Distance      Geod. Az  |
 RC2049|                                                           dddmmss.s |
 RC2049| RC2051 RNG THE DALLES RADIO DLS            APPROX. 1.6 KM 1485051.7 |
 RC2049|---------------------------------------------------------------------|
 RC2049
 RC2049                          SUPERSEDED SURVEY CONTROL
 RC2049
 RC2049  NAD 83(1991)-  45 37 54.84573(N)    121 06 41.04141(W) AD(       ) 3
 RC2049  NAD 83(1986)-  45 37 54.85868(N)    121 06 41.03301(W) AD(       ) 3
 RC2049  NAD 27      -  45 37 55.41200(N)    121 06 36.78200(W) AD(       ) 3
 RC2049
 RC2049.Superseded values are not recommended for survey control.
 RC2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2049.See file dsdata.txt to determine how the superseded data were derived.
 RC2049
 RC2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4720554885(NAD 83)
 RC2049_MARKER: Z = SEE DESCRIPTION
 RC2049_SETTING: 0 = UNSPECIFIED SETTING
 RC2049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RC2049
 RC2049  HISTORY     - Date     Condition        Report By
 RC2049  HISTORY     - 1959     MONUMENTED       CGS
 RC2049
 RC2049                          STATION DESCRIPTION
 RC2049
 RC2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2049'STATION IS LOCATED IN THE COLUMBIA RIVER ABOUT 1-1/2 MILES NORTHEAST
 RC2049'OF THE NORTHEAST END OF THE LOCKS AT THE DALLES DAM AND ABOUT 40
 RC2049'FEET FROM THE WASHINGTON SHORE.
 RC2049'
 RC2049'STATION CAN BE REACHED BY SMALL BOAT.  THERE ARE TWO SMALL BOAT
 RC2049'LAUNCHING SITES IN THE AREA--ONE AT THE WASHINGTON SIDE OF THE
 RC2049'DALLES DAM, AND ONE AT THE SOUTH END OF HORSETHIEF LAKE ON THE
 RC2049'WASHINGTON SIDE.
 RC2049'
 RC2049'THE STATION IS THE CENTER OF THE FINIAL ON THE LIGHT.  THE LIGHT IS
 RC2049'ABOUT 8 INCHES IN DIAMETER, AND IS PAINTED BLACK.  THE LIGHT IS
 RC2049'MOUNTED ON TOP OF A BATTERY BOX BY A SHORT LENGTH OF PIPE.  THE
 RC2049'BATTERY BOX RESTS ON A 4-FEET WIDE BY 6-FEET LONG CONCRETE PILLAR
 RC2049'THAT EXTENDS 2.0 METERS ABOVE NORMAL POOL LEVEL.  THE LIGHT IS 3.4
 RC2049'METERS ABOVE NORMAL POOL LEVEL.
 RC2049'
 RC2049'A PHOTOELECTRIC CELL 3 INCHES IN DIAMETER IS ATTACHED TO THE
 RC2049'NORTHEAST SIDE OF THE BASE OF THE LIGHT BY AN ELBOW PIPE, AND
 RC2049'EXTENDS ABOUT 8 INCHES ABOVE THE TOP OF THE LIGHT.
 RC2049'
 RC2049'STATION WAS OCCUPIED.  NO REFERENCE MARKS WERE ESTABLISHED.
 RC2049'
 RC2049'LISTED AS 1323.5 IN 1959 PACIFIC COAST LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2782 ***********************************************************************
 SY2782  DESIGNATION -  FK 1 K CO 1972
 SY2782  PID         -  SY2782
 SY2782  STATE/COUNTY-  WA/KING
 SY2782  USGS QUAD   -  TACOMA NORTH (1994)
 SY2782
 SY2782                         *CURRENT SURVEY CONTROL
 SY2782  ___________________________________________________________________
 SY2782* NAD 83(1991)-  47 22 06.17529(N)    122 29 29.07944(W)     ADJUSTED  
 SY2782* NAVD 88     -       109.99   (+/-2cm)     360.9    (feet)  VERTCON   
 SY2782  ___________________________________________________________________
 SY2782  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 SY2782  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 SY2782
 SY2782  HORZ ORDER  -  SECOND
 SY2782  VERT ORDER  -  THIRD ? (See Below)
 SY2782
 SY2782.The horizontal coordinates were established by classical geodetic methods
 SY2782.and adjusted by the National Geodetic Survey in December 1991..
 SY2782
 SY2782.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2782.The vertical order pertains to the NGVD 29 superseded value.
 SY2782
 SY2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2782
 SY2782.The geoid height was determined by GEOID03.
 SY2782
 SY2782;                    North         East     Units Scale Factor Converg.
 SY2782;SPC WA N     -    42,306.899   374,768.921   MT  1.00002715   -1 14 04.1
 SY2782;SPC WA N     -   138,801.88  1,229,554.37   sFT  1.00002715   -1 14 04.1
 SY2782;UTM  10      - 5,246,227.779   538,399.172   MT  0.99961812   +0 22 27.1
 SY2782
 SY2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2782!SPC WA N     -   0.99998630  x   1.00002715  =   1.00001345
 SY2782!UTM  10      -   0.99998630  x   0.99961812  =   0.99960442
 SY2782
 SY2782:                Primary Azimuth Mark                     Grid Az
 SY2782:SPC WA N     -  FL 5 K CO 1972                           042 28 34.2
 SY2782:UTM  10      -  FL 5 K CO 1972                           040 52 03.0
 SY2782
 SY2782|---------------------------------------------------------------------|
 SY2782| PID    Reference Object                     Distance      Geod. Az  |
 SY2782|                                                           dddmmss.s |
 SY2782| SY2845 FL 5 K CO 1972                      APPROX. 2.9 KM 0411430.1 |
 SY2782| SY2783 FK 3 D K CO                          27.866 METERS 25715     |
 SY2782|---------------------------------------------------------------------|
 SY2782
 SY2782                          SUPERSEDED SURVEY CONTROL
 SY2782
 SY2782  NAD 83(1986)-  47 22 06.17020(N)    122 29 29.09038(W) AD(       ) 2
 SY2782  NAD 27      -  47 22 06.81612(N)    122 29 24.63308(W) AD(       ) 2
 SY2782  NGVD 29 (07/19/86)  108.94   (m)          357.4    (f) LEVELING    3  
 SY2782
 SY2782.Superseded values are not recommended for survey control.
 SY2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2782.See file dsdata.txt to determine how the superseded data were derived.
 SY2782
 SY2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3839946228(NAD 83)
 SY2782_MARKER: Z = SEE DESCRIPTION
 SY2782_SETTING: 0 = UNSPECIFIED SETTING
 SY2782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2782
 SY2782  HISTORY     - Date     Condition        Report By
 SY2782  HISTORY     - 1972     MONUMENTED       WA-033
 SY2782
 SY2782                          STATION DESCRIPTION
 SY2782
 SY2782'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2782'APPROX. LOCATION--2-1/2 MILES SW OF BURTON.
 SY2782'
 SY2782'VASHON ISLAND
 SY2782'
 SY2782'STATION IS AT LOOKOUT POINT ON WEST SIDE OF QUARTERMASTER
 SY2782'HARBOR.  STATION IS REACHED BY DRIVING APPROX. 2 MILES SW ON VASHON
 SY2782'ISLAND HWY. FROM BURTON.  LOOKOUT POINT IS APPROX. 0.35 MILE SW
 SY2782'INTERSECTION OF PILLSBURY AVE. SW AND ISLAND HWY.  PARK IN
 SY2782'PARKING AREA AT LOOKOUT POINT AND POINT IS NEAR OPENING IN ROCK
 SY2782'AND MORTER WALL, IN GRASSY AREA NEAR EDGE OF BLUFF.
 SY2782'
 SY2782'POINT IS 7.8 FT NORTH OF CENTER OF CONCRETE ROUND TABLE.
 SY2782'
 SY2782'POINT IS 26.8 FT N.E. OF NE CORNER OF CATCH-BASIN.
 SY2782'
 SY2782'POINT IS 8.8 FT N.E. OF OPENING (NORTH) IN ROCK WALL.
 SY2782'
 SY2782'SURFACE MONUMENT--SET KCS DISK IN CONCRETE MONUMENT FLUSH.
 SY2782'
 SY2782'SUB-SURFACE MONUMENT--SET KCS DISK IN CONCRETE MONUMENT 3 FT DOWN.
 SY2782'
 SY2782'MONUMENT STAMPED FK-1 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2966 ***********************************************************************
 SY2966  DESIGNATION -  FK 2 K CO 1973
 SY2966  PID         -  SY2966
 SY2966  STATE/COUNTY-  WA/KING
 SY2966  USGS QUAD   -  GIG HARBOR (1994)
 SY2966
 SY2966                         *CURRENT SURVEY CONTROL
 SY2966  ___________________________________________________________________
 SY2966* NAD 83(1991)-  47 21 33.72871(N)    122 30 13.12001(W)     ADJUSTED  
 SY2966* NAVD 88     -       118.7    (meters)     389.     (feet)  VERTCON   
 SY2966  ___________________________________________________________________
 SY2966  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 SY2966  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 SY2966
 SY2966  HORZ ORDER  -  SECOND
 SY2966
 SY2966.The horizontal coordinates were established by classical geodetic methods
 SY2966.and adjusted by the National Geodetic Survey in December 1991..
 SY2966
 SY2966.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2966
 SY2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2966
 SY2966.The geoid height was determined by GEOID03.
 SY2966
 SY2966;                    North         East     Units Scale Factor Converg.
 SY2966;SPC WA N     -    41,325.047   373,823.348   MT  1.00002920   -1 14 36.9
 SY2966;SPC WA N     -   135,580.59  1,226,452.10   sFT  1.00002920   -1 14 36.9
 SY2966;UTM  10      - 5,245,220.183   537,481.912   MT  0.99961726   +0 21 54.5
 SY2966
 SY2966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2966!SPC WA N     -   0.99998494  x   1.00002920  =   1.00001414
 SY2966!UTM  10      -   0.99998494  x   0.99961726  =   0.99960220
 SY2966
 SY2966|---------------------------------------------------------------------|
 SY2966| PID    Reference Object                     Distance      Geod. Az  |
 SY2966|                                                           dddmmss.s |
 SY2966| SY2965 SEC COR 26 25 35 36                  65.563 METERS 00530     |
 SY2966| SY2962 FK 3 A K CO                          43.181 METERS 16516     |
 SY2966| SY2964 FK 3 K CO 1973                      APPROX. 0.9 KM 1793343.0 |
 SY2966|---------------------------------------------------------------------|
 SY2966
 SY2966                          SUPERSEDED SURVEY CONTROL
 SY2966
 SY2966  NAD 83(1986)-  47 21 33.72335(N)    122 30 13.13103(W) AD(       ) 2
 SY2966  NAD 27      -  47 21 34.37057(N)    122 30 08.66981(W) AD(       ) 2
 SY2966  NGVD 29 (07/19/86)  117.6    (m)          386.     (f) VERT ANG       
 SY2966
 SY2966.Superseded values are not recommended for survey control.
 SY2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2966.See file dsdata.txt to determine how the superseded data were derived.
 SY2966
 SY2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3748245220(NAD 83)
 SY2966_MARKER: Z = SEE DESCRIPTION
 SY2966_SETTING: 0 = UNSPECIFIED SETTING
 SY2966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2966
 SY2966  HISTORY     - Date     Condition        Report By
 SY2966  HISTORY     - 1973     MONUMENTED       WA-033
 SY2966
 SY2966                          STATION DESCRIPTION
 SY2966
 SY2966'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2966'STATION IS BURIED IN ROADWAY SHOULDER (WEST SIDE), APPROX. 370 FT
 SY2966'+ OR - NORTH AND 17.3 FT WEST OF VASHON ISLAND HWY. AND 131ST AVE SW
 SY2966'INTERSECTION.
 SY2966'
 SY2966'STATION NEAR SOUTH END OF ISLAND.
 SY2966'
 SY2966'STATION IS 27.0 FT NNE OF SPIKE IN POWER POLE.
 SY2966'
 SY2966'STATION IS 64.0 FT SW OF SPIKE IN TEL..POLE.
 SY2966'
 SY2966'SURFACE MONUMENT--SET KCS DISK 6 IN DOWN IN CONC. MON.
 SY2966'
 SY2966'SUB-SURFACE MONUMENT--SET KCS DISK DOWN 3.5 FT IN CONC.
 SY2966'
 SY2966'DISK STAMPED--FK-2.  1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2964 ***********************************************************************
 SY2964  DESIGNATION -  FK 3 K CO 1973
 SY2964  PID         -  SY2964
 SY2964  STATE/COUNTY-  WA/KING
 SY2964  USGS QUAD   -  GIG HARBOR (1994)
 SY2964
 SY2964                         *CURRENT SURVEY CONTROL
 SY2964  ___________________________________________________________________
 SY2964* NAD 83(1991)-  47 21 06.05939(N)    122 30 12.80871(W)     ADJUSTED  
 SY2964* NAVD 88     -       109.5    (meters)     359.     (feet)  VERTCON   
 SY2964  ___________________________________________________________________
 SY2964  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 SY2964  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 SY2964
 SY2964  HORZ ORDER  -  SECOND
 SY2964
 SY2964.The horizontal coordinates were established by classical geodetic methods
 SY2964.and adjusted by the National Geodetic Survey in December 1991..
 SY2964
 SY2964.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2964
 SY2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2964
 SY2964.The geoid height was determined by GEOID03.
 SY2964
 SY2964;                    North         East     Units Scale Factor Converg.
 SY2964;SPC WA N     -    40,470.577   373,811.335   MT  1.00003097   -1 14 36.7
 SY2964;SPC WA N     -   132,777.22  1,226,412.69   sFT  1.00003097   -1 14 36.7
 SY2964;UTM  10      - 5,244,366.066   537,493.886   MT  0.99961728   +0 21 54.5
 SY2964
 SY2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2964!SPC WA N     -   0.99998637  x   1.00003097  =   1.00001734
 SY2964!UTM  10      -   0.99998637  x   0.99961728  =   0.99960365
 SY2964
 SY2964:                Primary Azimuth Mark                     Grid Az
 SY2964:SPC WA N     -  FK 2 K CO 1973                           000 48 19.9
 SY2964:UTM  10      -  FK 2 K CO 1973                           359 11 48.7
 SY2964
 SY2964|---------------------------------------------------------------------|
 SY2964| PID    Reference Object                     Distance      Geod. Az  |
 SY2964|                                                           dddmmss.s |
 SY2964| SY2966 FK 2 K CO 1973                      APPROX. 0.9 KM 3593343.2 |
 SY2964|---------------------------------------------------------------------|
 SY2964
 SY2964                          SUPERSEDED SURVEY CONTROL
 SY2964
 SY2964  NAD 83(1986)-  47 21 06.05410(N)    122 30 12.81986(W) AD(       ) 2
 SY2964  NAD 27      -  47 21 06.70116(N)    122 30 08.35915(W) AD(       ) 2
 SY2964  NGVD 29 (07/19/86)  108.5    (m)          356.     (f) VERT ANG       
 SY2964
 SY2964.Superseded values are not recommended for survey control.
 SY2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2964.See file dsdata.txt to determine how the superseded data were derived.
 SY2964
 SY2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3749444366(NAD 83)
 SY2964_MARKER: Z = SEE DESCRIPTION
 SY2964_SETTING: 0 = UNSPECIFIED SETTING
 SY2964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2964
 SY2964  HISTORY     - Date     Condition        Report By
 SY2964  HISTORY     - 1973     MONUMENTED       WA-033
 SY2964
 SY2964                          STATION DESCRIPTION
 SY2964
 SY2964'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2964'VASHON ISLAND
 SY2964'
 SY2964'STATION BURIED IN EAST SHOULDER OF VASHON ISLAND HWY. APPROX. 0.1
 SY2964'MILES SOUTH OF SW 280TH ST.
 SY2964'
 SY2964'STATION NEAR SOUTH END OF ISLAND.
 SY2964'
 SY2964'STATION IS 16.0 FT EAST OF CENTERLINE OF VASHON ISLAND HWY.
 SY2964'
 SY2964'STATION IS 41.3 FT ENE OF SPIKE IN POWER POLE.
 SY2964'
 SY2964'STATION IS 28.9 FT SSW OF SPIKE IN TEL. POLE.
 SY2964'
 SY2964'STATION IS 78.2 NE OF FACE OF 18 IN FIR TREE AT EDGE OF R/W
 SY2964'CLEARING.
 SY2964'
 SY2964'SURFACE MONUMENT--SET KCS DISK 6 IN DOWN IN CONC. MON.
 SY2964'
 SY2964'SUB-SURFACE MONUMENT--SET KCS DISK 3.5 FT DOWN IN CONC. MON.
 SY2964'
 SY2964'DISK STAMPED--FK-3.  1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2833 ***********************************************************************
 SY2833  DESIGNATION -  FL 1 K CO 1972
 SY2833  PID         -  SY2833
 SY2833  STATE/COUNTY-  WA/KING
 SY2833  USGS QUAD   -  VASHON (1994)
 SY2833
 SY2833                         *CURRENT SURVEY CONTROL
 SY2833  ___________________________________________________________________
 SY2833* NAD 83(1991)-  47 22 55.03884(N)    122 24 48.79796(W)     ADJUSTED  
 SY2833* NAVD 88     -       130.8    (meters)     429.     (feet)  VERTCON   
 SY2833  ___________________________________________________________________
 SY2833  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 SY2833  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY2833
 SY2833  HORZ ORDER  -  SECOND
 SY2833
 SY2833.The horizontal coordinates were established by classical geodetic methods
 SY2833.and adjusted by the National Geodetic Survey in December 1991..
 SY2833
 SY2833.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2833
 SY2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2833
 SY2833.The geoid height was determined by GEOID03.
 SY2833
 SY2833;                    North         East     Units Scale Factor Converg.
 SY2833;SPC WA N     -    43,691.943   380,679.355   MT  1.00002411   -1 10 35.4
 SY2833;SPC WA N     -   143,345.98  1,248,945.52   sFT  1.00002411   -1 10 35.4
 SY2833;UTM  10      - 5,247,777.542   544,266.028   MT  0.99962408   +0 25 53.6
 SY2833
 SY2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2833!SPC WA N     -   0.99998304  x   1.00002411  =   1.00000715
 SY2833!UTM  10      -   0.99998304  x   0.99962408  =   0.99960713
 SY2833
 SY2833:                Primary Azimuth Mark                     Grid Az
 SY2833:SPC WA N     -  LAVENDER                                 089 59 53.4
 SY2833:UTM  10      -  LAVENDER                                 088 23 24.4
 SY2833
 SY2833|---------------------------------------------------------------------|
 SY2833| PID    Reference Object                     Distance      Geod. Az  |
 SY2833|                                                           dddmmss.s |
 SY2833| SY2829 LAVENDER                            418.135 METERS 0884918.0 |
 SY2833| SY2834 EW 1 4 COR 21 22                    243.082 METERS 27123     |
 SY2833|---------------------------------------------------------------------|
 SY2833
 SY2833                          SUPERSEDED SURVEY CONTROL
 SY2833
 SY2833  NAD 83(1986)-  47 22 55.03298(N)    122 24 48.80872(W) AD(       ) 2
 SY2833  NAD 27      -  47 22 55.67775(N)    122 24 44.35614(W) AD(       ) 2
 SY2833  NGVD 29 (07/19/86)  129.8    (m)          426.     (f) VERT ANG       
 SY2833
 SY2833.Superseded values are not recommended for survey control.
 SY2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2833.See file dsdata.txt to determine how the superseded data were derived.
 SY2833
 SY2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4426647778(NAD 83)
 SY2833_MARKER: Z = SEE DESCRIPTION
 SY2833_SETTING: 0 = UNSPECIFIED SETTING
 SY2833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2833
 SY2833  HISTORY     - Date     Condition        Report By
 SY2833  HISTORY     - 1972     MONUMENTED       WA-033
 SY2833
 SY2833                          STATION DESCRIPTION
 SY2833
 SY2833'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2833'APPROX. LOCATION--2 MILES SE OF PORTAGE
 SY2833'
 SY2833'ON MAURY ISLAND
 SY2833'
 SY2833'POINT IS LOCATED ON SOUTH SHOULDER OF S.W. 248TH ST., 14 FT
 SY2833'SOUTH OF CENTERLINE, AND 0.65 MILE EAST OF 75TH AVE. S.W.  POINT
 SY2833'IS 92.5 FT SSW OF A SPIKE IN THE TOP OF A 36 IN FIR STUMP
 SY2833'AND 69.3 FT SW OF THE FACE (AT THE BASE) OF A 12 IN MADRONA
 SY2833'AND 27.3 FT NW OF A SPIKE IN THE TOP OF A BURNED OUT FIR
 SY2833'STUMP.
 SY2833'
 SY2833'*NOTE--REFERENCE POST IS NOT FACING DIRECTLY AT MONUMENT.
 SY2833'
 SY2833'IT IS FACING SLIGHTLY WEST OF MONUMENT.
 SY2833'
 SY2833'SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT
 SY2833'BURIED 6 IN BELOW SURFACE.
 SY2833'
 SY2833'SUB-SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE BURIED
 SY2833'3.5 FT BELOW SURFACE.
 SY2833'
 SY2833'MONUMENT STAMPED FL-1 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI3158 ***********************************************************************
 AI3158  DESIGNATION -  FL 13
 AI3158  PID         -  AI3158
 AI3158  STATE/COUNTY-  WA/KING
 AI3158  USGS QUAD   -  VASHON (1994)
 AI3158
 AI3158                         *CURRENT SURVEY CONTROL
 AI3158  ___________________________________________________________________
 AI3158* NAD 83(1986)-  47 24 13.     (N)    122 27 58.     (W)     SCALED    
 AI3158* NAVD 88     -        29.209  (meters)      95.83   (feet)  POSTED    
 AI3158  ___________________________________________________________________
 AI3158  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AI3158  DYNAMIC HT  -          29.210 (meters)      95.83  (feet)  COMP
 AI3158  MODELED GRAV-     980,803.4   (mgal)                       NAVD 88
 AI3158
 AI3158  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AI3158
 AI3158.The horizontal coordinates were scaled from a topographic map and have
 AI3158.an estimated accuracy of +/- 6 seconds.
 AI3158
 AI3158.The orthometric height was determined by differential leveling
 AI3158.and adjusted by the National Geodetic Survey in July 2002..
 AI3158.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AI3158.rate of 0.0 thru 1.0 mm/km.
 AI3158
 AI3158.The geoid height was determined by GEOID03.
 AI3158
 AI3158.The dynamic height is computed by dividing the NAVD 88
 AI3158.geopotential number by the normal gravity value computed on the
 AI3158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3158.degrees latitude (g = 980.6199 gals.).
 AI3158
 AI3158.The modeled gravity was interpolated from observed gravity values.
 AI3158
 AI3158;                    North         East    Units  Estimated Accuracy
 AI3158;SPC WA N     -    46,180.      376,760.      MT  (+/- 180 meters Scaled)
 AI3158
 AI3158                          SUPERSEDED SURVEY CONTROL
 AI3158
 AI3158.No superseded survey control is available for this station.
 AI3158
 AI3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET402501(NAD 83)
 AI3158_MARKER: DD = SURVEY DISK
 AI3158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3158_MARK LOGO: NONE  
 AI3158_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3158+STABILITY: SURFACE MOTION
 AI3158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3158+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 AI3158
 AI3158  HISTORY     - Date     Condition        Report By
 AI3158  HISTORY     - UNK      MONUMENTED       RBNF
 AI3158  HISTORY     - 19960724 GOOD             NOS
 AI3158  HISTORY     - 20020820 GOOD             INDIV
 AI3158
 AI3158                          STATION DESCRIPTION
 AI3158
 AI3158'DESCRIBED BY NATIONAL OCEAN SERVICE 1996 (JGF)
 AI3158'TO REACH FROM THE JUNCTION OF 116TH ST AND VASHON HIGHWAY IN VASHON GO
 AI3158'SOUTH ON VASHON HIGHWAY 1 MILE (1.6 KM) TO A CROSSROAD AND STATION H
 AI3158'352 AT THE K2 FACTORY, CONTINUE SOUTH FOR 1 MILE (1.6 KM) TO 210TH
 AI3158'STREET AND STATION J 352 RESET ON THE RIGHT, CONTINUE SOUTH FOR 1 MILE
 AI3158'(1.6 KM) TO A REVERSE FORK AND STATION FL 13 ON THE RIGHT.  THE
 AI3158'STATION IS A BRASS DISK CEMENTED IN CONCRETE AND ENCASED IN A IRON
 AI3158'CASE WITH COVER.  IT IS LOCATED INSIDE WHITE LINES WHICH WOULD FORM
 AI3158'THE EDGE OF THE ROAD FOR BOTH THE MAIN ROAD AND THE FORK THAT GOES TO
 AI3158'THE NORTHWEST.  IT IS SURROUNDED BY THE ASPHALT BETWEEN TWO ROADS.
 AI3158'THERE IS A STOP SIGN IN THIS PAINTED AREA.  BE PREPARED TO CLEAN OUT
 AI3158'THE HOLE TO GET TO THE MARK ONCE THE COVER IS REMOVED.
 AI3158
 AI3158                          STATION RECOVERY (2002)
 AI3158
 AI3158'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RFT)
 AI3158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2835 ***********************************************************************
 SY2835  DESIGNATION -  FL 2 K CO 1972
 SY2835  PID         -  SY2835
 SY2835  STATE/COUNTY-  WA/KING
 SY2835  USGS QUAD   -  VASHON (1994)
 SY2835
 SY2835                         *CURRENT SURVEY CONTROL
 SY2835  ___________________________________________________________________
 SY2835* NAD 83(1991)-  47 22 55.27510(N)    122 25 15.52736(W)     ADJUSTED  
 SY2835* NAVD 88     -       116.0    (meters)     381.     (feet)  VERTCON   
 SY2835  ___________________________________________________________________
 SY2835  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 SY2835  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 SY2835
 SY2835  HORZ ORDER  -  SECOND
 SY2835
 SY2835.The horizontal coordinates were established by classical geodetic methods
 SY2835.and adjusted by the National Geodetic Survey in December 1991..
 SY2835
 SY2835.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2835
 SY2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2835
 SY2835.The geoid height was determined by GEOID03.
 SY2835
 SY2835;                    North         East     Units Scale Factor Converg.
 SY2835;SPC WA N     -    43,710.777   380,118.945   MT  1.00002410   -1 10 55.3
 SY2835;SPC WA N     -   143,407.77  1,247,106.91   sFT  1.00002410   -1 10 55.3
 SY2835;UTM  10      - 5,247,780.641   543,705.534   MT  0.99962347   +0 25 34.0
 SY2835
 SY2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2835!SPC WA N     -   0.99998538  x   1.00002410  =   1.00000948
 SY2835!UTM  10      -   0.99998538  x   0.99962347  =   0.99960885
 SY2835
 SY2835:                Primary Azimuth Mark                     Grid Az
 SY2835:SPC WA N     -  LAVENDER                                 091 06 06.8
 SY2835:UTM  10      -  LAVENDER                                 089 29 37.5
 SY2835
 SY2835|---------------------------------------------------------------------|
 SY2835| PID    Reference Object                     Distance      Geod. Az  |
 SY2835|                                                           dddmmss.s |
 SY2835| SY2829 LAVENDER                            APPROX. 1.0 KM 0895511.5 |
 SY2835|---------------------------------------------------------------------|
 SY2835
 SY2835                          SUPERSEDED SURVEY CONTROL
 SY2835
 SY2835  NAD 83(1986)-  47 22 55.26929(N)    122 25 15.53810(W) AD(       ) 2
 SY2835  NAD 27      -  47 22 55.91421(N)    122 25 11.08478(W) AD(       ) 2
 SY2835  NGVD 29 (07/19/86)  114.9    (m)          377.     (f) VERT ANG       
 SY2835
 SY2835.Superseded values are not recommended for survey control.
 SY2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2835.See file dsdata.txt to determine how the superseded data were derived.
 SY2835
 SY2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4370647781(NAD 83)
 SY2835_MARKER: Z = SEE DESCRIPTION
 SY2835_SETTING: 0 = UNSPECIFIED SETTING
 SY2835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2835
 SY2835  HISTORY     - Date     Condition        Report By
 SY2835  HISTORY     - 1972     MONUMENTED       WA-033
 SY2835
 SY2835                          STATION DESCRIPTION
 SY2835
 SY2835'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2835'APPROX. LOCATION--2 MILES SE OF PORTAGE
 SY2835'
 SY2835'MAURY ISLAND (VASHON)
 SY2835'
 SY2835'STATION IS APPROX. 0.3 MILE EAST OF 75TH AVE. S.W., 12.5 FT
 SY2835'NORTH CENTERLINE OF S.W. 248TH ST.  POINT IS NORTH ACROSS
 SY2835'STREET FROM GEORGE MCKAYS HOUSE.
 SY2835'
 SY2835'STATION BURIED IN GRAVEL SHOULDER, ON PROJECTED CENTERLINE OF
 SY2835'GRAVEL DRIVEWAY TO SOUTH.
 SY2835'
 SY2835'POINT IS 104.3 FT ESE SPIKE UTILITY POLE.
 SY2835'
 SY2835'POINT IS 34.5 FT NE OF WEST END 12 IN CONCRETE CULVERT.
 SY2835'
 SY2835'POINT IS 33.4 FT NW OF EAST END 12 IN CONCRETE CULVERT.
 SY2835'
 SY2835'SURFACE MONUMENT--SET KCS DISK IN CONCRETE MONUMENT 6 IN DOWN,
 SY2835'SUB-SURFACE MONUMENT--SET KCS DISK IN CONCRETE MONUMENT 3.5 FT
 SY2835'DOWN.
 SY2835'
 SY2835'MONUMENT STAMPED FL-2 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2832 ***********************************************************************
 SY2832  DESIGNATION -  FL 3 K CO 1972
 SY2832  PID         -  SY2832
 SY2832  STATE/COUNTY-  WA/KING
 SY2832  USGS QUAD   -  VASHON (1994)
 SY2832
 SY2832                         *CURRENT SURVEY CONTROL
 SY2832  ___________________________________________________________________
 SY2832* NAD 83(1991)-  47 23 08.03262(N)    122 24 21.23440(W)     ADJUSTED  
 SY2832* NAVD 88     -       138.4    (meters)     454.     (feet)  VERTCON   
 SY2832  ___________________________________________________________________
 SY2832  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 SY2832  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SY2832
 SY2832  HORZ ORDER  -  SECOND
 SY2832
 SY2832.The horizontal coordinates were established by classical geodetic methods
 SY2832.and adjusted by the National Geodetic Survey in December 1991..
 SY2832
 SY2832.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2832
 SY2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2832
 SY2832.The geoid height was determined by GEOID03.
 SY2832
 SY2832;                    North         East     Units Scale Factor Converg.
 SY2832;SPC WA N     -    44,081.311   381,265.611   MT  1.00002331   -1 10 14.9
 SY2832;SPC WA N     -   144,623.43  1,250,868.93   sFT  1.00002331   -1 10 14.9
 SY2832;UTM  10      - 5,248,183.046   544,840.897   MT  0.99962471   +0 26 14.0
 SY2832
 SY2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2832!SPC WA N     -   0.99998187  x   1.00002331  =   1.00000518
 SY2832!UTM  10      -   0.99998187  x   0.99962471  =   0.99960659
 SY2832
 SY2832:                Primary Azimuth Mark                     Grid Az
 SY2832:SPC WA N     -  LAVENDER                                 203 21 10.9
 SY2832:UTM  10      -  LAVENDER                                 201 44 42.0
 SY2832
 SY2832|---------------------------------------------------------------------|
 SY2832| PID    Reference Object                     Distance      Geod. Az  |
 SY2832|                                                           dddmmss.s |
 SY2832| SY2829 LAVENDER                            424.087 METERS 2021056.0 |
 SY2832| SY2853 FL 4 K CO 1972                      413.772 METERS 3590541.4 |
 SY2832| SY2852 SN 1 4 CORSEC 15 22                 407.098 METERS 3591231.9 |
 SY2832|---------------------------------------------------------------------|
 SY2832
 SY2832                          SUPERSEDED SURVEY CONTROL
 SY2832
 SY2832  NAD 83(1986)-  47 23 08.02668(N)    122 24 21.24513(W) AD(       ) 2
 SY2832  NAD 27      -  47 23 08.67136(N)    122 24 16.79312(W) AD(       ) 2
 SY2832  NGVD 29 (07/19/86)  137.3    (m)          450.     (f) VERT ANG       
 SY2832
 SY2832.Superseded values are not recommended for survey control.
 SY2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2832.See file dsdata.txt to determine how the superseded data were derived.
 SY2832
 SY2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4484148183(NAD 83)
 SY2832_MARKER: Z = SEE DESCRIPTION
 SY2832_SETTING: 0 = UNSPECIFIED SETTING
 SY2832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2832
 SY2832  HISTORY     - Date     Condition        Report By
 SY2832  HISTORY     - 1972     MONUMENTED       WA-033
 SY2832
 SY2832                          STATION DESCRIPTION
 SY2832
 SY2832'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2832'APPROX. LOCATION--2 MILES SE OF PORTAGE
 SY2832'
 SY2832'STATION SET FLUSH ON GRASSY BANK 32 FT EAST AND 24.5 FT
 SY2832'SOUTH INTERSECTION OF 59TH AVE. S.W. AND S.W. 244TH ST.
 SY2832'
 SY2832'POINT IS 11.3 FT SE OF SPIKE IN UTILITY POLE.
 SY2832'
 SY2832'POINT IS 52.1 FT ESE OF SOUTH END 12 IN CONCRETE CULVERT.
 SY2832'
 SY2832'POINT IS 61.5 FT SE OF NORTH END 12 IN CONCRETE CULVERT.
 SY2832'
 SY2832'SURFACE MONUMENT--SET KCS DISK IN CONCRETE MONUMENT FLUSH.
 SY2832'
 SY2832'SUB-SURFACE MONUMENT--SET KCS DISK IN CONCRETE MONUMENT 3 FT
 SY2832'DOWN.
 SY2832'
 SY2832'MONUMENT STAMPED FL-3 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2853 ***********************************************************************
 SY2853  DESIGNATION -  FL 4 K CO 1972
 SY2853  PID         -  SY2853
 SY2853  STATE/COUNTY-  WA/KING
 SY2853  USGS QUAD   -  VASHON (1994)
 SY2853
 SY2853                         *CURRENT SURVEY CONTROL
 SY2853  ___________________________________________________________________
 SY2853* NAD 83(1991)-  47 23 21.42905(N)    122 24 21.54607(W)     ADJUSTED  
 SY2853* NAVD 88     -       121.5    (meters)     399.     (feet)  VERTCON   
 SY2853  ___________________________________________________________________
 SY2853  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 SY2853  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SY2853
 SY2853  HORZ ORDER  -  SECOND
 SY2853
 SY2853.The horizontal coordinates were established by classical geodetic methods
 SY2853.and adjusted by the National Geodetic Survey in December 1991..
 SY2853
 SY2853.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2853
 SY2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2853
 SY2853.The geoid height was determined by GEOID03.
 SY2853
 SY2853;                    North         East     Units Scale Factor Converg.
 SY2853;SPC WA N     -    44,495.088   381,267.529   MT  1.00002249   -1 10 15.1
 SY2853;SPC WA N     -   145,980.97  1,250,875.22   sFT  1.00002249   -1 10 15.1
 SY2853;UTM  10      - 5,248,596.550   544,831.207   MT  0.99962470   +0 26 13.9
 SY2853
 SY2853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2853!SPC WA N     -   0.99998452  x   1.00002249  =   1.00000701
 SY2853!UTM  10      -   0.99998452  x   0.99962470  =   0.99960923
 SY2853
 SY2853|---------------------------------------------------------------------|
 SY2853| PID    Reference Object                     Distance      Geod. Az  |
 SY2853|                                                           dddmmss.s |
 SY2853| SY2852 SN 1 4 CORSEC 15 22                   6.724 METERS 17211     |
 SY2853| SY2832 FL 3 K CO 1972                      413.772 METERS 1790541.2 |
 SY2853|---------------------------------------------------------------------|
 SY2853
 SY2853                          SUPERSEDED SURVEY CONTROL
 SY2853
 SY2853  NAD 83(1986)-  47 23 21.42317(N)    122 24 21.55674(W) AD(       ) 2
 SY2853  NAD 27      -  47 23 22.06784(N)    122 24 17.10449(W) AD(       ) 2
 SY2853  NGVD 29 (07/19/86)  120.4    (m)          395.     (f) VERT ANG       
 SY2853
 SY2853.Superseded values are not recommended for survey control.
 SY2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2853.See file dsdata.txt to determine how the superseded data were derived.
 SY2853
 SY2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4483148597(NAD 83)
 SY2853_MARKER: Z = SEE DESCRIPTION
 SY2853_SETTING: 0 = UNSPECIFIED SETTING
 SY2853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2853
 SY2853  HISTORY     - Date     Condition        Report By
 SY2853  HISTORY     - 1972     MONUMENTED       WA-033
 SY2853
 SY2853                          STATION DESCRIPTION
 SY2853
 SY2853'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2853'APPROX. LOCATION--2 MILES SE OF PORTAGE
 SY2853'
 SY2853'STATION IS 22.5 FT NORTH AND 2 FT WEST INTERSECTION S.W. 240TH
 SY2853'ST AND 59TH AVE. S.W.
 SY2853'
 SY2853'POINT IS IN GRASSY AREA, FLUSH WITH GROUND.
 SY2853'POINT IS 24.8 FT WEST SPIKE IN POWER POLE.
 SY2853'
 SY2853'POINT IS 55.4 FT EAST SE CORNER WHITE SHED.
 SY2853'
 SY2853'POINT IS 57.0 FT SE OF NE CORNER WHITE SHED.
 SY2853'
 SY2853'POINT IS 22.0 FT NNW MONUMENT-IN-CASE.
 SY2853'
 SY2853'POINT IS 51.3 FT NNE OF NORTH FACE 12 IN TREE.
 SY2853'
 SY2853'SURFACE MONUMENT--SET KCS DISK IN CONCRETE MONUMENT ON SURFACE.
 SY2853'
 SY2853'SUB-SURFACE MONUMENT--SET KCS DISK IN CONCRETE MONUMENT 3 IN
 SY2853'DOWN.
 SY2853'
 SY2853'MONUMENT STAMPED FL-4 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2845 ***********************************************************************
 SY2845  DESIGNATION -  FL 5 K CO 1972
 SY2845  PID         -  SY2845
 SY2845  STATE/COUNTY-  WA/KING
 SY2845  USGS QUAD   -  VASHON (1994)
 SY2845
 SY2845                         *CURRENT SURVEY CONTROL
 SY2845  ___________________________________________________________________
 SY2845* NAD 83(1991)-  47 23 17.27398(N)    122 27 57.28047(W)     ADJUSTED  
 SY2845* NAVD 88     -         7.1    (meters)      23.     (feet)  VERTCON   
 SY2845  ___________________________________________________________________
 SY2845  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 SY2845  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2845
 SY2845  HORZ ORDER  -  SECOND
 SY2845
 SY2845.The horizontal coordinates were established by classical geodetic methods
 SY2845.and adjusted by the National Geodetic Survey in December 1991..
 SY2845
 SY2845.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2845
 SY2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2845
 SY2845.The geoid height was determined by GEOID03.
 SY2845
 SY2845;                    North         East     Units Scale Factor Converg.
 SY2845;SPC WA N     -    44,461.012   376,741.148   MT  1.00002275   -1 12 55.8
 SY2845;SPC WA N     -   145,869.17  1,236,024.92   sFT  1.00002275   -1 12 55.8
 SY2845;UTM  10      - 5,248,435.511   540,309.376   MT  0.99961997   +0 23 35.1
 SY2845
 SY2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2845!SPC WA N     -   1.00000242  x   1.00002275  =   1.00002517
 SY2845!UTM  10      -   1.00000242  x   0.99961997  =   0.99962239
 SY2845
 SY2845:                Primary Azimuth Mark                     Grid Az
 SY2845:SPC WA N     -  FK 1 K CO 1972                           222 28 33.5
 SY2845:UTM  10      -  FK 1 K CO 1972                           220 52 02.6
 SY2845
 SY2845|---------------------------------------------------------------------|
 SY2845| PID    Reference Object                     Distance      Geod. Az  |
 SY2845|                                                           dddmmss.s |
 SY2845| SY2782 FK 1 K CO 1972                      APPROX. 2.9 KM 2211537.7 |
 SY2845|---------------------------------------------------------------------|
 SY2845
 SY2845                          SUPERSEDED SURVEY CONTROL
 SY2845
 SY2845  NAD 83(1986)-  47 23 17.26870(N)    122 27 57.29104(W) AD(       ) 2
 SY2845  NAD 27      -  47 23 17.91479(N)    122 27 52.83609(W) AD(       ) 2
 SY2845  NGVD 29 (07/19/86)    6.1    (m)           20.     (f) VERT ANG       
 SY2845
 SY2845.Superseded values are not recommended for survey control.
 SY2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2845.See file dsdata.txt to determine how the superseded data were derived.
 SY2845
 SY2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4030948436(NAD 83)
 SY2845_MARKER: Z = SEE DESCRIPTION
 SY2845_SETTING: 0 = UNSPECIFIED SETTING
 SY2845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2845
 SY2845  HISTORY     - Date     Condition        Report By
 SY2845  HISTORY     - 1972     MONUMENTED       WA-033
 SY2845
 SY2845                          STATION DESCRIPTION
 SY2845
 SY2845'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2845'APPROX. LOCATION--AT BURTON ON VASHON ISLAND.
 SY2845'
 SY2845'POINT IS LOCATED 0.1 MILE SOUTH OF MAIN INTERSECTION AT BURTON,
 SY2845'AT A POINT WHERE THE ISLAND HIGHWAY MAKES A 90 DEG CURVE TO THE
 SY2845'WEST.  POINT IS JUST NORTH OF A GUARD RAIL AND ABOUT ON LINE WITH
 SY2845'THE EAST EDGE OF THE HIGHWAY.  POINT IS 26.0 FT EAST OF A SPIKE
 SY2845'IN THE TOP OF THE LAST GUARD POST TO WEST AND 12.1 FT WEST OF
 SY2845'A SPIKE IN THE TOP OF THE LAST GUARD POST TO THE EAST AND 37.4
 SY2845'FT SW OF A SPIKE IN A POWER POLE AND 110 FT SE OF THE SE
 SY2845'CORNER OF A WHITE HOUSE.
 SY2845'
 SY2845'SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT
 SY2845'BURIED 6 IN BELOW SURFACE.
 SY2845'
 SY2845'SUB-SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE BURIED
 SY2845'3.5 FT BELOW SURFACE.
 SY2845'
 SY2845'MONUMENT STAMPED FL-5 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2780 ***********************************************************************
 SY2780  DESIGNATION -  FL 6 K CO 1972
 SY2780  PID         -  SY2780
 SY2780  STATE/COUNTY-  WA/KING
 SY2780  USGS QUAD   -  TACOMA NORTH (1994)
 SY2780
 SY2780                         *CURRENT SURVEY CONTROL
 SY2780  ___________________________________________________________________
 SY2780* NAD 83(1991)-  47 22 02.14798(N)    122 27 39.90832(W)     ADJUSTED  
 SY2780* NAVD 88     -        39.2    (meters)     129.     (feet)  VERTCON   
 SY2780  ___________________________________________________________________
 SY2780  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 SY2780  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY2780
 SY2780  HORZ ORDER  -  SECOND
 SY2780
 SY2780.The horizontal coordinates were established by classical geodetic methods
 SY2780.and adjusted by the National Geodetic Survey in December 1991..
 SY2780
 SY2780.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2780
 SY2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2780
 SY2780.The geoid height was determined by GEOID03.
 SY2780
 SY2780;                    North         East     Units Scale Factor Converg.
 SY2780;SPC WA N     -    42,133.652   377,056.352   MT  1.00002740   -1 12 42.8
 SY2780;SPC WA N     -   138,233.49  1,237,059.05   sFT  1.00002740   -1 12 42.8
 SY2780;UTM  10      - 5,246,118.854   540,689.630   MT  0.99962035   +0 23 47.4
 SY2780
 SY2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2780!SPC WA N     -   0.99999739  x   1.00002740  =   1.00002479
 SY2780!UTM  10      -   0.99999739  x   0.99962035  =   0.99961774
 SY2780
 SY2780|---------------------------------------------------------------------|
 SY2780| PID    Reference Object                     Distance      Geod. Az  |
 SY2780|                                                           dddmmss.s |
 SY2780| SY2781 EW 1 4 CORSEC 30 29                  14.279 METERS 22006     |
 SY2780| SY2845 FL 5 K CO 1972                      APPROX. 2.3 KM 3510430.7 |
 SY2780|---------------------------------------------------------------------|
 SY2780
 SY2780                          SUPERSEDED SURVEY CONTROL
 SY2780
 SY2780  NAD 83(1986)-  47 22 02.14268(N)    122 27 39.91919(W) AD(       ) 2
 SY2780  NAD 27      -  47 22 02.78851(N)    122 27 35.46491(W) AD(       ) 2
 SY2780  NGVD 29 (07/19/86)   38.2    (m)          125.     (f) VERT ANG       
 SY2780
 SY2780.Superseded values are not recommended for survey control.
 SY2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2780.See file dsdata.txt to determine how the superseded data were derived.
 SY2780
 SY2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4069046119(NAD 83)
 SY2780_MARKER: Z = SEE DESCRIPTION
 SY2780_SETTING: 0 = UNSPECIFIED SETTING
 SY2780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2780
 SY2780  HISTORY     - Date     Condition        Report By
 SY2780  HISTORY     - 1972     MONUMENTED       WA-033
 SY2780  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 SY2780
 SY2780                          STATION DESCRIPTION
 SY2780
 SY2780'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2780'APPROX. LOCATION--
 SY2780'
 SY2780'ON MAURY ISLAND
 SY2780'
 SY2780'POINT IS LOCATED NEAR SOUTH END OF THE TOWN OF DOCKTON.  POINT
 SY2780'IS AT NE CORNER OF THE INTERSECTION OF SW 264TH AND 99TH
 SY2780'AVE. SW.  POINT IS 31 FT EAST OF CENTERLINE OF 99TH AVE. SW AND 31
 SY2780'FT NORTH OF CENTERLINE OF SW 264TH ST.  POINT IS 1.5 FT
 SY2780'EAST OF THE EAST EDGE OF THE SIDEWALK, AND 2 FT NE OF THE SE
 SY2780'CORNER OF THE SIDEWALK, AND 69.7 FT NE OF A SPIKE IN A POWER
 SY2780'POLE AND 67.1 FT NW OF THE EASTERLY MOST LOG POST HOLDING
 SY2780'UP THE ROOF OF A SMALL COVERED BUS STOP.
 SY2780'
 SY2780'SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT ON
 SY2780'SURFACE.
 SY2780'
 SY2780'SUB-SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE BURIED
 SY2780'3 FT BELOW SURFACE.
 SY2780'
 SY2780'MONUMENT STAMPED FL-6 1972
 SY2780
 SY2780                          STATION RECOVERY (2004)
 SY2780
 SY2780'RECOVERY NOTE BY US POWER SQUADRON 2004 (BKK)
 SY2780'FOUND A WHITE 4 BY 4 WOODEN POST STENCILLED KC SUR MON AT LOCATION.
 SY2780'SURFACE MONUMENT WAS NOT FOUND.  AREA NEAR POST PROBED TO 2 INCHES
 SY2780'DEEP WITH NO RESULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2836 ***********************************************************************
 SY2836  DESIGNATION -  FL 7
 SY2836  PID         -  SY2836
 SY2836  STATE/COUNTY-  WA/KING
 SY2836  USGS QUAD   -  VASHON (1994)
 SY2836
 SY2836                         *CURRENT SURVEY CONTROL
 SY2836  ___________________________________________________________________
 SY2836* NAD 83(1991)-  47 25 23.79405(N)    122 25 48.01547(W)     ADJUSTED  
 SY2836* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 SY2836  ___________________________________________________________________
 SY2836  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 SY2836  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 SY2836
 SY2836  HORZ ORDER  -  SECOND
 SY2836
 SY2836.The horizontal coordinates were established by classical geodetic methods
 SY2836.and adjusted by the National Geodetic Survey in December 1991..
 SY2836
 SY2836.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2836
 SY2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2836
 SY2836.The geoid height was determined by GEOID03.
 SY2836
 SY2836;                    North         East     Units Scale Factor Converg.
 SY2836;SPC WA N     -    48,310.684   379,532.775   MT  1.00001520   -1 11 19.5
 SY2836;SPC WA N     -   158,499.30  1,245,183.78   sFT  1.00001520   -1 11 19.5
 SY2836;UTM  10      - 5,252,360.467   542,990.775   MT  0.99962271   +0 25 11.0
 SY2836
 SY2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2836!SPC WA N     -   1.00000302  x   1.00001520  =   1.00001822
 SY2836!UTM  10      -   1.00000302  x   0.99962271  =   0.99962573
 SY2836
 SY2836:                Primary Azimuth Mark                     Grid Az
 SY2836:SPC WA N     -  PULLY                                    050 44 18.8
 SY2836:UTM  10      -  PULLY                                    049 07 48.3
 SY2836
 SY2836|---------------------------------------------------------------------|
 SY2836| PID    Reference Object                     Distance      Geod. Az  |
 SY2836|                                                           dddmmss.s |
 SY2836| SY2826 PULLY                               APPROX. 4.7 KM 0493259.3 |
 SY2836| SY2789 HEYER 2                              25.764 METERS 35316     |
 SY2836|---------------------------------------------------------------------|
 SY2836
 SY2836                          SUPERSEDED SURVEY CONTROL
 SY2836
 SY2836  NAD 83(1986)-  47 25 23.78859(N)    122 25 48.02544(W) AD(       ) 2
 SY2836  NAD 27      -  47 25 24.43548(N)    122 25 43.57483(W) AD(       ) 2
 SY2836  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 SY2836
 SY2836.Superseded values are not recommended for survey control.
 SY2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2836.See file dsdata.txt to determine how the superseded data were derived.
 SY2836
 SY2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4299152360(NAD 83)
 SY2836_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2836_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SY2836_SP_SET: TOP OF METAL PIPE IN CONCRETE
 SY2836_MAGNETIC: P = MARKER IS A STEEL PIPE
 SY2836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY2836+STABILITY: SURFACE MOTION
 SY2836
 SY2836  HISTORY     - Date     Condition        Report By
 SY2836  HISTORY     - 1972     MONUMENTED       WA-033
 SY2836  HISTORY     - 1981     GOOD             NOS
 SY2836
 SY2836                          STATION DESCRIPTION
 SY2836
 SY2836'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2836'APPROX. LOCATION--POINT IS LOCATED ON HEYER POINT ON VASHON ISLAND
 SY2836'(NEAR PORTAGE-CONNECTION TO MAURY ISLAND).  TO REACH, DRIVE AS
 SY2836'CLOSE TO HEYER POINT, AND KVI RADIO TOWER, AS POSSIBLE.  THEN
 SY2836'WALK TOWARD THE RADIO TOWER, ABOUT 1000 FT + OR - EAST, THEN
 SY2836'PROCEED NORTH (ABOUT PARALLEL TO SHORELINE) FOR 550 FT + OR -
 SY2836'TO STATION.  STATION IS ABOUT 150 FT SOUTH OF THE BASE OF A
 SY2836'WOODED, STEEP SLOPE, AND ON A SMALL RISE BETWEEN THE GRAVEL
 SY2836'BEACH AND THE TIDE FLATS.  POINT IS 84.5 FT SOUTH OF STATION
 SY2836'HEYER (U.S. COAST AND GEODETIC SURVEY).
 SY2836'
 SY2836'SURFACE MONUMENT--STAND. KCS DISC WELDED TO 2 IN IRON PIPE,
 SY2836'SET IN CONCRETE ON SURFACE.
 SY2836'
 SY2836'SUB-SURFACE MONUMENT--NONE
 SY2836'
 SY2836'MONUMENT STAMPED FL-7 1972
 SY2836
 SY2836                          STATION RECOVERY (1981)
 SY2836
 SY2836'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SY2836'THE STATION WAS RECOVERED. IT IS LOCATED ON THE EAST EDGE OF
 SY2836'VASHON ISLAND, ABOUT 250 METERS EAST OF THE VILLAGE OF ELLISPORT,
 SY2836'ABOUT 525 FEET NORTH OF KVI TRANSMITTER MAST, AND 150 FEET
 SY2836'SOUTHEAST OF A HIGH BANK. THE STATION IS MARKED BY A WITNESS POST
 SY2836'AND LOCATED 3.8 FEET WEST OF THE SAID POST.
 SY2836'
 SY2836'THE STATION IS A KING COUNTY SURVEY DISK,
 SY2836'STAMPED---FL 7 1972---SET ON A 2-INCH PIPE IMBEDDED IN CONCRETE,
 SY2836'5 CENTIMETERS BELOW THE SURFACE AND ABOUT 0.7 METER EAST OF THE
 SY2836'TRAIL, 1 METER WEST OF THE GRASS EDGE.
 SY2836'
 SY2836'THE STATION IS 84.5 FEET SOUTH OF STATION HEYER 2 1955. A TRAVERSE
 SY2836'TIE WAS MADE BETWEEN THIS TWO STATION.
 SY2836'
 SY2836'THE STATION CAN BE REACHED BY CAR OR SMALL BOAT, TO REACH THE
 SY2836'STATION BY CAR FROM THE POST OFFICE IN THE VILLAGE OF PORTAGE ON
 SY2836'VASHON ISLAND, GO NORTHEAST ON BEACH ROAD FOR 0.7 MILE TO A FORK,
 SY2836'KEEP RIGHT FORK AND GO 0.4 MILE UPHILL TO AN INTERSECTION, TURN
 SY2836'RIGHT AND GO DOWNHILL TOWARD THE BEACH FOR 0.15 MILE TO A ROAD
 SY2836'BARRIER, FROM HERE TAKE A SHORT HIKE, ABOUT 5 MINUTES, EAST AND
 SY2836'THEN NORTH ALONG BEACH FOR ABOUT 200 METERS TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2838 ***********************************************************************
 SY2838  DESIGNATION -  FL 8 K CO 1972
 SY2838  PID         -  SY2838
 SY2838  STATE/COUNTY-  WA/KING
 SY2838  USGS QUAD   -  VASHON (1994)
 SY2838
 SY2838                         *CURRENT SURVEY CONTROL
 SY2838  ___________________________________________________________________
 SY2838* NAD 83(1991)-  47 24 28.62807(N)    122 26 18.21134(W)     ADJUSTED  
 SY2838* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 SY2838  ___________________________________________________________________
 SY2838  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 SY2838  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 SY2838
 SY2838  HORZ ORDER  -  SECOND
 SY2838
 SY2838.The horizontal coordinates were established by classical geodetic methods
 SY2838.and adjusted by the National Geodetic Survey in December 1991..
 SY2838
 SY2838.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2838
 SY2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2838
 SY2838.The geoid height was determined by GEOID03.
 SY2838
 SY2838;                    North         East     Units Scale Factor Converg.
 SY2838;SPC WA N     -    46,620.498   378,864.488   MT  1.00001844   -1 11 42.0
 SY2838;SPC WA N     -   152,954.08  1,242,991.24   sFT  1.00001844   -1 11 42.0
 SY2838;UTM  10      - 5,250,652.862   542,370.439   MT  0.99962206   +0 24 48.4
 SY2838
 SY2838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2838!SPC WA N     -   1.00000297  x   1.00001844  =   1.00002141
 SY2838!UTM  10      -   1.00000297  x   0.99962206  =   0.99962502
 SY2838
 SY2838:                Primary Azimuth Mark                     Grid Az
 SY2838:SPC WA N     -  FL 9 K CO 1974                           196 24 52.4
 SY2838:UTM  10      -  FL 9 K CO 1974                           194 48 22.0
 SY2838
 SY2838|---------------------------------------------------------------------|
 SY2838| PID    Reference Object                     Distance      Geod. Az  |
 SY2838|                                                           dddmmss.s |
 SY2838| SY2779 FL 9 K CO 1974                      APPROX. 5.1 KM 1951310.4 |
 SY2838|---------------------------------------------------------------------|
 SY2838
 SY2838                          SUPERSEDED SURVEY CONTROL
 SY2838
 SY2838  NAD 83(1986)-  47 24 28.62264(N)    122 26 18.22151(W) AD(       ) 2
 SY2838  NAD 27      -  47 24 29.26934(N)    122 26 13.77024(W) AD(       ) 2
 SY2838  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 SY2838
 SY2838.Superseded values are not recommended for survey control.
 SY2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2838.See file dsdata.txt to determine how the superseded data were derived.
 SY2838
 SY2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4237050653(NAD 83)
 SY2838_MARKER: Z = SEE DESCRIPTION
 SY2838_SETTING: 0 = UNSPECIFIED SETTING
 SY2838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2838
 SY2838  HISTORY     - Date     Condition        Report By
 SY2838  HISTORY     - 1972     MONUMENTED       WA-033
 SY2838
 SY2838                          STATION DESCRIPTION
 SY2838
 SY2838'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2838'APPROX. LOCATION--IN PORTAGE
 SY2838'
 SY2838'STATION IS LOCATED AT NORTH END OF QUARTERMASTET HARBOR AND SW
 SY2838'END OF TRAMP HARBOR ON LAND CONNECTION BETWEEN VASHON ISLAND AND
 SY2838'MAURY ISLAND.  STATION IS NEAR PORTAGE JCT.
 SY2838'
 SY2838'POINT IS 17.5 FT WSW CENTERLINE PORTAGE-ELLISPORT ROAD.
 SY2838'
 SY2838'POINT IS 182.6 FT NNW NW CORNER OF HOUSE.
 SY2838'
 SY2838'POINT IS 136.6 FT SSE SPIKE IN POWER POLE.
 SY2838'
 SY2838'POINT IS 168.4 FT NW SPIKE IN POWER POLE.
 SY2838'
 SY2838'SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT
 SY2838'BURIED 6 IN BELOW SURFACE.
 SY2838'
 SY2838'SUB-SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE BURIED
 SY2838'3.5 FT BELOW SURFACE.
 SY2838'
 SY2838'MONUMENT STAMPED FL-8 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2779 ***********************************************************************
 SY2779  DESIGNATION -  FL 9 K CO 1974
 SY2779  PID         -  SY2779
 SY2779  STATE/COUNTY-  WA/KING
 SY2779  USGS QUAD   -  TACOMA NORTH (1994)
 SY2779
 SY2779                         *CURRENT SURVEY CONTROL
 SY2779  ___________________________________________________________________
 SY2779* NAD 83(1991)-  47 21 48.94852(N)    122 27 22.14848(W)     ADJUSTED  
 SY2779* NAVD 88     -        78.8    (meters)     259.     (feet)  VERTCON   
 SY2779  ___________________________________________________________________
 SY2779  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 SY2779  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY2779
 SY2779  HORZ ORDER  -  SECOND
 SY2779
 SY2779.The horizontal coordinates were established by classical geodetic methods
 SY2779.and adjusted by the National Geodetic Survey in December 1991..
 SY2779
 SY2779.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2779
 SY2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2779
 SY2779.The geoid height was determined by GEOID03.
 SY2779
 SY2779;                    North         East     Units Scale Factor Converg.
 SY2779;SPC WA N     -    41,718.226   377,420.311   MT  1.00002823   -1 12 29.6
 SY2779;SPC WA N     -   136,870.55  1,238,253.14   sFT  1.00002823   -1 12 29.6
 SY2779;UTM  10      - 5,245,713.972   541,064.952   MT  0.99962072   +0 24 00.3
 SY2779
 SY2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2779!SPC WA N     -   0.99999118  x   1.00002823  =   1.00001941
 SY2779!UTM  10      -   0.99999118  x   0.99962072  =   0.99961191
 SY2779
 SY2779:                Primary Azimuth Mark                     Grid Az
 SY2779:SPC WA N     -  FK 1 K CO 1972                           282 31 04.3
 SY2779:UTM  10      -  FK 1 K CO 1972                           280 54 34.4
 SY2779
 SY2779|---------------------------------------------------------------------|
 SY2779| PID    Reference Object                     Distance      Geod. Az  |
 SY2779|                                                           dddmmss.s |
 SY2779| SY2782 FK 1 K CO 1972                      APPROX. 2.7 KM 2811834.7 |
 SY2779|---------------------------------------------------------------------|
 SY2779
 SY2779                          SUPERSEDED SURVEY CONTROL
 SY2779
 SY2779  NAD 83(1986)-  47 21 48.94320(N)    122 27 22.15942(W) AD(       ) 2
 SY2779  NAD 27      -  47 21 49.58907(N)    122 27 17.70574(W) AD(       ) 2
 SY2779  NGVD 29 (07/19/86)   77.8    (m)          255.     (f) VERT ANG       
 SY2779
 SY2779.Superseded values are not recommended for survey control.
 SY2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2779.See file dsdata.txt to determine how the superseded data were derived.
 SY2779
 SY2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4106545714(NAD 83)
 SY2779_MARKER: Z = SEE DESCRIPTION
 SY2779_SETTING: 0 = UNSPECIFIED SETTING
 SY2779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2779
 SY2779  HISTORY     - Date     Condition        Report By
 SY2779  HISTORY     - 1974     MONUMENTED       WA-033
 SY2779  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 SY2779
 SY2779                          STATION DESCRIPTION
 SY2779
 SY2779'DESCRIBED BY KING COUNTY WASHINGTON 1974
 SY2779'STATION BURIED IN GRAVEL SHOULDER, APPROX. 19.5 FT NORTH OF SW
 SY2779'268TH ST. AND APPROX. 400 FT + OR - WEST OF 94TH AVE SW OF DOCKTOWN.
 SY2779'
 SY2779'POINT IS 95.2 FT NNE OF NE COR. OF BRICK HOUSE.
 SY2779'
 SY2779'POINT IS 117.5 FT NE OF NW COR. OF SAME HOUSE.
 SY2779'
 SY2779'POINT IS 84.1 FT ENE OF FLAGPOLE.
 SY2779'
 SY2779'SURFACE MONUMENT--SET KCS DISK IN COCN. MON 6 IN DOWN.
 SY2779'
 SY2779'DISK STAMPED--FL-9.  1974
 SY2779
 SY2779                          STATION RECOVERY (2004)
 SY2779
 SY2779'RECOVERY NOTE BY US POWER SQUADRON 2004 (BKK)
 SY2779'FOUND LOCATION NEAR DRIVEWAY TO 9510 268TH STREET BUT DID NOT DIG TO
 SY2779'FIND THE MARK.  THE ROADWAY LOOKS STABLE AND THE MARK IS PROBABLY
 SY2779'UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0916 ***********************************************************************
 SC0916  TIDAL BM    -  This is a Tidal Bench Mark.
 SC0916  DESIGNATION -  FLAG
 SC0916  PID         -  SC0916
 SC0916  STATE/COUNTY-  WA/PACIFIC
 SC0916  USGS QUAD   -  BAY CENTER (1994)
 SC0916
 SC0916                         *CURRENT SURVEY CONTROL
 SC0916  ___________________________________________________________________
 SC0916* NAD 83(1998)-  46 42 17.81471(N)    123 58 15.28079(W)     ADJUSTED  
 SC0916* NAVD 88     -         4.095  (meters)      13.44   (feet)  ADJUSTED  
 SC0916  ___________________________________________________________________
 SC0916  X           -  -2,448,317.961 (meters)                     COMP
 SC0916  Y           -  -3,633,758.721 (meters)                     COMP
 SC0916  Z           -   4,619,319.060 (meters)                     COMP
 SC0916  LAPLACE CORR-          16.03  (seconds)                    DEFLEC99
 SC0916  ELLIP HEIGHT-         -19.69  (meters)          (07/03/01) GPS OBS
 SC0916  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 SC0916  DYNAMIC HT  -           4.095 (meters)      13.44  (feet)  COMP
 SC0916  MODELED GRAV-     980,749.1   (mgal)                       NAVD 88
 SC0916
 SC0916  HORZ ORDER  -  FIRST
 SC0916  VERT ORDER  -  FIRST     CLASS II
 SC0916  ELLP ORDER  -  FIFTH     CLASS I
 SC0916
 SC0916.The horizontal coordinates were established by GPS observations
 SC0916.and adjusted by the National Geodetic Survey in July 2001..
 SC0916.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC0916.DATUM ITEM on the data sheet items page.
 SC0916
 SC0916.The orthometric height was determined by differential leveling
 SC0916.and adjusted by the National Geodetic Survey in June 1991..
 SC0916
 SC0916.This Tidal Bench Mark is designated as VM 1083
 SC0916.by the Center for Operational Oceanographic Products and Services.
 SC0916
 SC0916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC0916
 SC0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC0916
 SC0916.The ellipsoidal height was determined by GPS observations
 SC0916.and is referenced to NAD 83.
 SC0916
 SC0916.The geoid height was determined by GEOID03.
 SC0916
 SC0916.The dynamic height is computed by dividing the NAVD 88
 SC0916.geopotential number by the normal gravity value computed on the
 SC0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0916.degrees latitude (g = 980.6199 gals.).
 SC0916
 SC0916.The modeled gravity was interpolated from observed gravity values.
 SC0916
 SC0916;                    North         East     Units Scale Factor Converg.
 SC0916;SPC WA S     -   158,293.970   234,674.405   MT  0.99991678   -2 31 16.5
 SC0916;SPC WA S     -   519,336.13    769,927.61   sFT  0.99991678   -2 31 16.5
 SC0916;UTM  10      - 5,172,834.674   425,780.752   MT  0.99966771   -0 42 24.1
 SC0916
 SC0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC0916!SPC WA S     -   1.00000309  x   0.99991678  =   0.99991987
 SC0916!UTM  10      -   1.00000309  x   0.99966771  =   0.99967080
 SC0916
 SC0916                          SUPERSEDED SURVEY CONTROL
 SC0916
 SC0916  NAD 83(1991)-  46 42 17.81267(N)    123 58 15.28231(W) AD(       ) 1
 SC0916  ELLIP H (01/20/99)  -19.67   (m)                       GP(       ) 3 2
 SC0916  NAVD 88 (01/20/99)    4.09   (m)           13.4    (f) LEVELING    3  
 SC0916  NGVD 29 (??/??/92)    3.096  (m)           10.16   (f) ADJ UNCH    1 2
 SC0916
 SC0916.Superseded values are not recommended for survey control.
 SC0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0916.See file dsdata.txt to determine how the superseded data were derived.
 SC0916
 SC0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2578172835(NAD 83)
 SC0916_MARKER: DD = SURVEY DISK
 SC0916_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SC0916+WITH SETTING: PAVEMENT
 SC0916_SP_SET: FLAG POLE FOUNDATION
 SC0916_STAMPING: FLAG 1958
 SC0916_MARK LOGO: USE   
 SC0916_PROJECTION: FLUSH
 SC0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0916+STABILITY: SURFACE MOTION
 SC0916
 SC0916  HISTORY     - Date     Condition        Report By
 SC0916  HISTORY     - 1958     MONUMENTED       DOD
 SC0916  HISTORY     - 1968     GOOD             NGS
 SC0916  HISTORY     - 19970515 GOOD             WADECO
 SC0916  HISTORY     - 19971015 GOOD             WADECO
 SC0916  HISTORY     - 20060421 GOOD             USPSQD
 SC0916
 SC0916                          STATION DESCRIPTION
 SC0916
 SC0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 SC0916'IN TOKELAND.
 SC0916'AT TOKELAND, 0.55 MILE SOUTHEAST ALONG AN ASPHALT ROAD FROM THE POST
 SC0916'OFFICE, IN R10W T14N, SECTION 18, AT WILLAPA BAY COAST GUARD STATION,
 SC0916'IN THE TOP OF THE CONCRETE BASE OF THE FLAGPOLE, 2.8 FEET SOUTHWEST OF
 SC0916'THE POLE, 46 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 SC0916'LEVEL WITH THE ROAD.
 SC0916
 SC0916                          STATION RECOVERY (1997)
 SC0916
 SC0916'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 SC0916'TO KELAND USCG STATION IS CLOSED AND HAS BEEN SOLD TO PRIVATE HOME
 SC0916'OWNERS.  TO REACH, TAKE STATE HIGHWAY 105 TO TOKELAND ROAD.  FOLLOW
 SC0916'ROAD SOUTHWEST 2.5 MI (4.0 KM) TO OLD STATION HOUSING AREA -2 STORY
 SC0916'APARTMENTS WITH FLAT ROOFS-.  LOOK FOR ONE-STORY HOUSE -WHITE- ON
 SC0916'NORTH SIDE OF STREET WITH MAYPOLE.  MARK IS IN THE CONCRETE BASE OF
 SC0916'POLE, 2.8 FT (0.9 M) SOUTHWEST OF THE POLE, 46 FT (14.0 M) NORTH OF
 SC0916'THE CENTERLINE OF THE ROAD AND AT GRADE.
 SC0916
 SC0916                          STATION RECOVERY (1997)
 SC0916
 SC0916'RECOVERY NOTE BY WASHINGTON DEPARTMENT OF ECOLOGY 1997 (RCD)
 SC0916'RECOVERED AS DESCRIBED.  TOKELAND USCG STATION HAS BEEN CLOSED AND
 SC0916'SOLD TO PRIVATE HOME OWNERS.  FROM THE INTERSECTION OF SR 105 AND
 SC0916'TOKELAND ROAD FOLLOW TOKELAND ROAD 2.5 MILES (4.0 KM) SOUTHEAST TO THE
 SC0916'OLD USCG STATION AND THE INTERSECTION OF KINDRED AVENUE AND NORTH
 SC0916'AVENUE.  THE STATION IS IN THE CEMENT FOUNDATION FOR A FLAG POLE
 SC0916'LOCATED IN THE FRONT YARD OF A WHITE SINGLE STORY HOME NORTHEAST OF
 SC0916'THE INTERSECTION AND 46 FT (14.0 M) NORTH OF THE CENTERLINE OF
 SC0916'TOKELAND ROAD.
 SC0916
 SC0916                          STATION RECOVERY (2006)
 SC0916
 SC0916'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAH)
 SC0916'THE HOUSE IS NOW GRAY WITH WHITE TRIM, FRONT DOOR IS RED. THE ADDRESS
 SC0916'OF THIS HOUSE IS 3224 KINDRED AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4434 ***********************************************************************
 SY4434  DESIGNATION -  FLAG
 SY4434  PID         -  SY4434
 SY4434  STATE/COUNTY-  WA/KING
 SY4434  USGS QUAD   -  POVERTY BAY (1994)
 SY4434
 SY4434                         *CURRENT SURVEY CONTROL
 SY4434  ___________________________________________________________________
 SY4434* NAD 83(1991)-  47 32 12.86527(N)    122 15 48.71480(W)     ADJUSTED  
 SY4434* NAVD 88     -                                                        
 SY4434  ___________________________________________________________________
 SY4434  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 SY4434  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 SY4434
 SY4434  HORZ ORDER  -  THIRD
 SY4434
 SY4434.The horizontal coordinates were established by classical geodetic methods
 SY4434.and adjusted by the National Geodetic Survey in December 1991..
 SY4434
 SY4434
 SY4434.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4434
 SY4434.The geoid height was determined by GEOID03.
 SY4434
 SY4434;                    North         East     Units Scale Factor Converg.
 SY4434;SPC WA N     -    60,695.047   392,326.196   MT  0.99999332   -1 03 53.3
 SY4434;SPC WA N     -   199,130.33  1,287,156.86   sFT  0.99999332   -1 03 53.3
 SY4434;UTM  10      - 5,265,094.246   555,426.924   MT  0.99963775   +0 32 35.9
 SY4434
 SY4434                          SUPERSEDED SURVEY CONTROL
 SY4434
 SY4434  NAD 83(1986)-  47 32 12.85765(N)    122 15 48.72265(W) AD(       ) 4
 SY4434  NAD 27      -  47 32 13.51000(N)    122 15 44.26000(W) AD(       ) 3
 SY4434
 SY4434.Superseded values are not recommended for survey control.
 SY4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4434.See file dsdata.txt to determine how the superseded data were derived.
 SY4434
 SY4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5542765094(NAD 83)
 SY4434_MARKER: 62 = FLAGPOLE
 SY4434
 SY4434  HISTORY     - Date     Condition        Report By
 SY4434  HISTORY     - 1902     FIRST OBSERVED   CGS
 SY4434
 SY4434                          STATION DESCRIPTION
 SY4434
 SY4434'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5159 ***********************************************************************
 SY5159  DESIGNATION -  FLAG
 SY5159  PID         -  SY5159
 SY5159  STATE/COUNTY-  WA/KITSAP
 SY5159  USGS QUAD   -  SUQUAMISH (1981)
 SY5159
 SY5159                         *CURRENT SURVEY CONTROL
 SY5159  ___________________________________________________________________
 SY5159* NAD 83(1991)-  47 38 16.49310(N)    122 34 43.73027(W)     ADJUSTED  
 SY5159* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY5159  ___________________________________________________________________
 SY5159  LAPLACE CORR-         -12.14  (seconds)                    DEFLEC99
 SY5159  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 SY5159
 SY5159  HORZ ORDER  -  SECOND
 SY5159
 SY5159.The horizontal coordinates were established by classical geodetic methods
 SY5159.and adjusted by the National Geodetic Survey in December 1991..
 SY5159
 SY5159.The orthometric height was scaled from a topographic map.
 SY5159
 SY5159.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5159
 SY5159.The geoid height was determined by GEOID03.
 SY5159
 SY5159;                    North         East     Units Scale Factor Converg.
 SY5159;SPC WA N     -    72,412.003   368,848.292   MT  0.99997713   -1 17 58.4
 SY5159;SPC WA N     -   237,571.71  1,210,129.77   sFT  0.99997713   -1 17 58.4
 SY5159;UTM  10      - 5,276,143.152   531,637.776   MT  0.99961230   +0 18 40.4
 SY5159
 SY5159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5159!SPC WA N     -   1.00000330  x   0.99997713  =   0.99998043
 SY5159!UTM  10      -   1.00000330  x   0.99961230  =   0.99961559
 SY5159
 SY5159|---------------------------------------------------------------------|
 SY5159| PID    Reference Object                     Distance      Geod. Az  |
 SY5159|                                                           dddmmss.s |
 SY5159| CF6635 FLAG RM                               5.780 METERS 07931     |
 SY5159|---------------------------------------------------------------------|
 SY5159
 SY5159                          SUPERSEDED SURVEY CONTROL
 SY5159
 SY5159  NAD 83(1986)-  47 38 16.48801(N)    122 34 43.73587(W) AD(       ) 2
 SY5159  NAD 27      -  47 38 17.14500(N)    122 34 39.24800(W) AD(       ) 2
 SY5159
 SY5159.Superseded values are not recommended for survey control.
 SY5159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5159.See file dsdata.txt to determine how the superseded data were derived.
 SY5159
 SY5159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3163876143(NAD 83)
 SY5159_MARKER: Z = SEE DESCRIPTION
 SY5159_SETTING: 0 = UNSPECIFIED SETTING
 SY5159
 SY5159  HISTORY     - Date     Condition        Report By
 SY5159  HISTORY     - 1934     MONUMENTED       CGS
 SY5159  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 SY5159  HISTORY     - 20010623 MARK NOT FOUND   USPSQD
 SY5159
 SY5159                          STATION DESCRIPTION
 SY5159
 SY5159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5159'STATION IS LOCATED ON A ROUNDING POINT 0.4 MILE (NAUTICAL) S OF
 SY5159'FLETCHER BAY ON THE E SIDE OF PORT ORCHARD.  ABOUT 75 FEET S OF A
 SY5159'SMALL PRIVATE DANCE PAVILION AND BOWLING GREEN.  THERE IS A TALL
 SY5159'FLAGPOLE JUST N OF THE DANCE HALL.  ON THE HIGH-WATER LINE AND
 SY5159'ABOUT 20 FEET FROM THE FOOT OF THE BANK.
 SY5159'
 SY5159'SURFACE MARK IS A STANDARD DISK SET IN A 12- BY 12- BY 24-INCH
 SY5159'BLOCK OF CONCRETE FLUSH WITH THE SURFACE.
 SY5159'
 SY5159'SUBSURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, 30
 SY5159'INCHES DEEP.
 SY5159'
 SY5159'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A 10- BY 10- BY
 SY5159'20-INCH BLOCK OF CONCRETE DIRECTLY INSHORE AT THE FOOT OF THE BANK.
 SY5159
 SY5159                          STATION RECOVERY (1961)
 SY5159
 SY5159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 SY5159'NO EVIDENCE OF STATION OR REFERENCE MARKS FOUND.  BANK HAS BEEN
 SY5159'BLADED DOWN SO THERE IS CONSIDERABLE FILLING OVER STATION.
 SY5159'
 SY5159'FOUND DANCE HALL AND BOWLING GREEN--NO FLAG POLE.
 SY5159
 SY5159                          STATION RECOVERY (2001)
 SY5159
 SY5159'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEL)
 SY5159'MARKER NOT FOUND. FOUND NEW SURVEY STAKE AT LOCATION MARKED AG21368 ON
 SY5159'STANDARD 1 INCH YELLOW TOPPED STAKE APPROX 20 FEET SOUTH OF SE CORNER
 SY5159'OF DANCE HALL.  DANCE HALL AND BOWLING GREEN STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1524 ***********************************************************************
 TR1524  DESIGNATION -  FLAG HYDROGRAPHIC 1942
 TR1524  PID         -  TR1524
 TR1524  STATE/COUNTY-  WA/JEFFERSON
 TR1524  USGS QUAD   -  NORDLAND (1973)
 TR1524
 TR1524                         *CURRENT SURVEY CONTROL
 TR1524  ___________________________________________________________________
 TR1524* NAD 83(1991)-  48 05 38.18578(N)    122 41 34.03818(W)     ADJUSTED  
 TR1524* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1524  ___________________________________________________________________
 TR1524  LAPLACE CORR-         -10.49  (seconds)                    DEFLEC99
 TR1524  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 TR1524
 TR1524  HORZ ORDER  -  THIRD
 TR1524
 TR1524.The horizontal coordinates were established by classical geodetic methods
 TR1524.and adjusted by the National Geodetic Survey in December 1991..
 TR1524
 TR1524.The orthometric height was scaled from a topographic map.
 TR1524
 TR1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1524
 TR1524.The geoid height was determined by GEOID03.
 TR1524
 TR1524;                    North         East     Units Scale Factor Converg.
 TR1524;SPC WA N     -   123,299.934   361,511.076   MT  0.99994234   -1 23 03.8
 TR1524;SPC WA N     -   404,526.53  1,186,057.59   sFT  0.99994234   -1 23 03.8
 TR1524;UTM  10      - 5,326,787.047   522,874.959   MT  0.99960643   +0 13 43.1
 TR1524
 TR1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1524!SPC WA N     -   1.00000301  x   0.99994234  =   0.99994535
 TR1524!UTM  10      -   1.00000301  x   0.99960643  =   0.99960944
 TR1524
 TR1524:                Primary Azimuth Mark                     Grid Az
 TR1524:SPC WA N     -  CABIN                                    056 56 07.3
 TR1524:UTM  10      -  CABIN                                    055 19 20.4
 TR1524
 TR1524|---------------------------------------------------------------------|
 TR1524| PID    Reference Object                     Distance      Geod. Az  |
 TR1524|                                                           dddmmss.s |
 TR1524| TR1465 CABIN                               APPROX. 8.2 KM 0553303.5 |
 TR1524| TR1526 KID HYDROGRAPHIC 1942                12.200 METERS 12147     |
 TR1524|---------------------------------------------------------------------|
 TR1524
 TR1524                          SUPERSEDED SURVEY CONTROL
 TR1524
 TR1524  NAD 83(1986)-  48 05 38.18548(N)    122 41 34.04332(W) AD(       ) 3
 TR1524  NAD 27      -  48 05 38.87000(N)    122 41 29.45000(W) AD(       ) 3
 TR1524
 TR1524.Superseded values are not recommended for survey control.
 TR1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1524.See file dsdata.txt to determine how the superseded data were derived.
 TR1524
 TR1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2287526787(NAD 83)
 TR1524_MARKER: Z = SEE DESCRIPTION
 TR1524_SETTING: 0 = UNSPECIFIED SETTING
 TR1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1524
 TR1524  HISTORY     - Date     Condition        Report By
 TR1524  HISTORY     - 1942     MONUMENTED       CGS
 TR1524  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1524  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TR1524
 TR1524                          STATION DESCRIPTION
 TR1524
 TR1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CP)
 TR1524'AT THE NE END OF MARROWSTONE ISLAND, ON PROPERTY OF FORT FLAGLER,
 TR1524'ABOUT 300 YARDS N OF THE DOCK, ON THE BLUFF, 3.6 METERS W OF THE
 TR1524'MACADAM ROAD, AND 17.7 METERS SEAWARD FROM THE SE CORNER OF
 TR1524'QUARTERS NO. 22.
 TR1524'
 TR1524'MARKED BY A BRONZE HYDROGRAPHIC DISK SET IN THE TOP OF A CONCRETE
 TR1524'MANHOLE ABOUT 2-1/2 FEET SQUARE ON TOP.  DISK IS STAMPED FLAG 1942.
 TR1524
 TR1524                          STATION RECOVERY (1961)
 TR1524
 TR1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1524'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE AND
 TR1524'CORRECT EXCEPT FOR THE FOLLOWING-- STATION IS LOCATED ON PROPERTY
 TR1524'OF FORT FLAGLER STATE PARK, 65.0 FEET EAST-SOUTHEAST OF THE
 TR1524'SOUTHEAST CORNER OF THE SOUTHERN 1 OF 2 YELLOW HOUSES (QUARTERS
 TR1524'NUMBER 20), 26 FEET NORTH OF CENTERLINE OF DRIVE ON SOUTH SIDE OF
 TR1524'HOUSE, 12.6 FEET WEST OF CENTERLINE OF PAVED ROAD, AND SET IN A
 TR1524'PROJECTION ON THE EAST SIDE OF A CONCRETE MANHOLE WHICH
 TR1524'PROJECTS ABOUT 14 INCHES ABOVE THE GROUND.
 TR1524
 TR1524                          STATION RECOVERY (1970)
 TR1524
 TR1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RBM)
 TR1524'RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 3 MILES SOUTHEAST OF PORT
 TR1524'TOWNSEND, ABOUT 1/2 MILE SOUTH-SOUTHWEST OF MARROWSTONE POINT, ON THE
 TR1524'EAST SHORE OF MARROWSTONE ISLAND, AT FORT FLAGLER STATE PARK AND
 TR1524'ABOUT 55 MEET ABOVE MEAN HIGH WATER.
 TR1524'
 TR1524'THE STATION IS A HYDROGRAPHIC DISK STAMPED FLAG 1942 SET IN THE TOP
 TR1524'OF A 16 INCH SQUARE BY 14 INCH HIGH CONCRETE POST THAT IS ATTACHED
 TR1524'TO THE EAST SIDE OF A 1.8 FEET BY 2.5 FEET SQUARE CONCRETE BOX WITH
 TR1524'A METAL INSPECTION COVER, 58 FEET EAST-SOUTHEAST OF THE SOUTH 1 OF
 TR1524'2 HOUSES (RESIDENCE NO. 20), (SOUTHEASTERN MOST HOUSE OF THE PARK),
 TR1524'44 FEET WEST OF THE TOP EDGE OF T HE COASTAL BLUFF, 27 FEET NORTH
 TR1524'OF THE CENTERLINE OF THE DRIVEWAY TO THE HOUSES, 13.5 FEET WEST OF
 TR1524'THE CENTERLINE OF THE PAVED ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD
 TR1524'AND IN A LAWN.
 TR1524'
 TR1524'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHEAST
 TR1524'OF PORT TOWNSEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0877 ***********************************************************************
 TO0877  DESIGNATION -  FLAG IS 1936
 TO0877  PID         -  TO0877
 TO0877  STATE/COUNTY-  WA/STEVENS
 TO0877  USGS QUAD   -  CHINA BEND (1969)
 TO0877
 TO0877                         *CURRENT SURVEY CONTROL
 TO0877  ___________________________________________________________________
 TO0877* NAD 83(1991)-  48 50 24.05064(N)    117 59 24.39355(W)     ADJUSTED  
 TO0877* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 TO0877  ___________________________________________________________________
 TO0877  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 TO0877  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TO0877
 TO0877  HORZ ORDER  -  THIRD
 TO0877
 TO0877.The horizontal coordinates were established by classical geodetic methods
 TO0877.and adjusted by the National Geodetic Survey in December 1991..
 TO0877
 TO0877.The orthometric height was scaled from a topographic map.
 TO0877
 TO0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0877
 TO0877.The geoid height was determined by GEOID03.
 TO0877
 TO0877;                    North         East     Units Scale Factor Converg.
 TO0877;SPC WA N     -   208,442.121   708,666.390   MT  1.00002181   +2 07 00.6
 TO0877;SPC WA N     -   683,863.86  2,325,016.31   sFT  1.00002181   +2 07 00.6
 TO0877;UTM  11      - 5,410,143.771   427,349.720   MT  0.99966484   -0 44 43.7
 TO0877
 TO0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0877!SPC WA N     -   0.99988778  x   1.00002181  =   0.99990959
 TO0877!UTM  11      -   0.99988778  x   0.99966484  =   0.99955266
 TO0877
 TO0877                          SUPERSEDED SURVEY CONTROL
 TO0877
 TO0877  NAD 83(1986)-  48 50 24.05091(N)    117 59 24.39082(W) AD(       ) 4
 TO0877  NAD 27      -  48 50 24.39500(N)    117 59 20.43200(W) AD(       ) 3
 TO0877
 TO0877.Superseded values are not recommended for survey control.
 TO0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0877.See file dsdata.txt to determine how the superseded data were derived.
 TO0877
 TO0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ2735010144(NAD 83)
 TO0877
 TO0877  HISTORY     - Date     Condition        Report By
 TO0877  HISTORY     - 1936     MONUMENTED       BOR
 TO0877
 TO0877                          STATION DESCRIPTION
 TO0877
 TO0877'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0877'LOCATED IN THE NW 1/4 SEC. 33, T. 39 N., R. 38 E. WM, ON TOP OF
 TO0877'RIDGE ABOUT 1/2 MILE E OF HOPE CREEK.  LOCALITY - MINERAL MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5563 ***********************************************************************
 SY5563  DESIGNATION -  FLAG POLE NEAR STA BROWN
 SY5563  PID         -  SY5563
 SY5563  STATE/COUNTY-  WA/JEFFERSON
 SY5563  USGS QUAD   -  QUILCENE (1953)
 SY5563
 SY5563                         *CURRENT SURVEY CONTROL
 SY5563  ___________________________________________________________________
 SY5563* NAD 83(1991)-  47 45 03.32866(N)    122 45 22.09578(W)     ADJUSTED  
 SY5563* NAVD 88     -                                                        
 SY5563  ___________________________________________________________________
 SY5563  LAPLACE CORR-         -16.85  (seconds)                    DEFLEC99
 SY5563  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 SY5563
 SY5563  HORZ ORDER  -  THIRD
 SY5563
 SY5563.The horizontal coordinates were established by classical geodetic methods
 SY5563.and adjusted by the National Geodetic Survey in December 1991..
 SY5563
 SY5563
 SY5563.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5563
 SY5563.The geoid height was determined by GEOID03.
 SY5563
 SY5563;                    North         East     Units Scale Factor Converg.
 SY5563;SPC WA N     -    85,290.179   355,841.106   MT  0.99996266   -1 25 53.6
 SY5563;SPC WA N     -   279,822.86  1,167,455.36   sFT  0.99996266   -1 25 53.6
 SY5563;UTM  10      - 5,288,645.928   518,278.414   MT  0.99960411   +0 10 49.9
 SY5563
 SY5563                          SUPERSEDED SURVEY CONTROL
 SY5563
 SY5563  NAD 83(1986)-  47 45 03.32491(N)    122 45 22.10162(W) AD(       ) 4
 SY5563  NAD 27      -  47 45 03.99100(N)    122 45 17.52600(W) AD(       ) 3
 SY5563
 SY5563.Superseded values are not recommended for survey control.
 SY5563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5563.See file dsdata.txt to determine how the superseded data were derived.
 SY5563
 SY5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1827888646(NAD 83)
 SY5563
 SY5563  HISTORY     - Date     Condition        Report By
 SY5563  HISTORY     - UNK      MONUMENTED
 SY5563  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY5563
 SY5563                          STATION DESCRIPTION
 SY5563
 SY5563'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY5563'THE STATION IS LOST.  THE FLAGPOLE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2691 ***********************************************************************
 TR2691  DESIGNATION -  FLAG S 1
 TR2691  PID         -  TR2691
 TR2691  STATE/COUNTY-  WA/CLALLAM
 TR2691  USGS QUAD   -  SEQUIM (1985)
 TR2691
 TR2691                         *CURRENT SURVEY CONTROL
 TR2691  ___________________________________________________________________
 TR2691* NAD 83(1991)-  48 04 45.01545(N)    123 02 43.19554(W)     ADJUSTED  
 TR2691* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR2691  ___________________________________________________________________
 TR2691  LAPLACE CORR-          -8.79  (seconds)                    DEFLEC99
 TR2691  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 TR2691
 TR2691  HORZ ORDER  -  THIRD
 TR2691
 TR2691.The horizontal coordinates were established by classical geodetic methods
 TR2691.and adjusted by the National Geodetic Survey in December 1991..
 TR2691
 TR2691.The orthometric height was scaled from a topographic map.
 TR2691
 TR2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2691
 TR2691.The geoid height was determined by GEOID03.
 TR2691
 TR2691;                    North         East     Units Scale Factor Converg.
 TR2691;SPC WA N     -   122,353.009   335,213.704   MT  0.99994248   -1 38 48.8
 TR2691;SPC WA N     -   401,419.83  1,099,780.29   sFT  0.99994248   -1 38 48.8
 TR2691;UTM  10      - 5,325,100.802   496,623.607   MT  0.99960014   -0 02 01.4
 TR2691
 TR2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2691!SPC WA N     -   1.00000267  x   0.99994248  =   0.99994515
 TR2691!UTM  10      -   1.00000267  x   0.99960014  =   0.99960281
 TR2691
 TR2691                          SUPERSEDED SURVEY CONTROL
 TR2691
 TR2691  NAD 83(1986)-  48 04 45.01429(N)    123 02 43.20200(W) AD(       ) 3
 TR2691
 TR2691.Superseded values are not recommended for survey control.
 TR2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2691.See file dsdata.txt to determine how the superseded data were derived.
 TR2691
 TR2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9662425101(NAD 83)
 TR2691_MARKER: Z = SEE DESCRIPTION
 TR2691_SETTING: 0 = UNSPECIFIED SETTING
 TR2691_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR2691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2691
 TR2691  HISTORY     - Date     Condition        Report By
 TR2691  HISTORY     - 1984     MONUMENTED       NOS
 TR2691
 TR2691                          STATION DESCRIPTION
 TR2691
 TR2691'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR2691'THE STATION IS LOCATED AT THE NORTH END OF SEQUIM BAY, AT
 TR2691'WASHINGTON HARBOR, ABOUT 3 MILES EAST OF THE TOWN OF SEQUIM, ON
 TR2691'THE GROUNDS OF THE BATTELLE PACIFIC NORTHWEST LABORATORIES AND
 TR2691'ALONG THE WEST SHORE OF THE ENTRANCE TO SEQUIM BAY.
 TR2691'
 TR2691'THE STATION IS A COPPER SPIKE THROUGH A COPPER WASHER
 TR2691'STAMPED---FLAG S1 1984---, DRIVEN IN THE TOP OF A CREOSOTED,
 TR2691'FENDER PILE, 13.9 METERS EAST OF THE SOUTHWEST CORNER OF THE
 TR2691'BATTELLE PIER, 0.5 METER SOUTH OF THE SOUTH EDGE OF THE DECKING
 TR2691'OF THE PIER AND 0.25 METER HIGHER THAN THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4433 ***********************************************************************
 SY4433  DESIGNATION -  FLAGPOLE NEAR GRAY BUILDING
 SY4433  PID         -  SY4433
 SY4433  STATE/COUNTY-  WA/KING
 SY4433  USGS QUAD   -  POVERTY BAY (1994)
 SY4433
 SY4433                         *CURRENT SURVEY CONTROL
 SY4433  ___________________________________________________________________
 SY4433* NAD 83(1991)-  47 32 06.87797(N)    122 15 49.11493(W)     ADJUSTED  
 SY4433* NAVD 88     -                                                        
 SY4433  ___________________________________________________________________
 SY4433  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 SY4433  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 SY4433
 SY4433  HORZ ORDER  -  THIRD
 SY4433
 SY4433.The horizontal coordinates were established by classical geodetic methods
 SY4433.and adjusted by the National Geodetic Survey in December 1991..
 SY4433
 SY4433
 SY4433.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4433
 SY4433.The geoid height was determined by GEOID03.
 SY4433
 SY4433;                    North         East     Units Scale Factor Converg.
 SY4433;SPC WA N     -    60,510.326   392,314.392   MT  0.99999361   -1 03 53.6
 SY4433;SPC WA N     -   198,524.29  1,287,118.13   sFT  0.99999361   -1 03 53.6
 SY4433;UTM  10      - 5,264,909.332   555,420.311   MT  0.99963774   +0 32 35.6
 SY4433
 SY4433                          SUPERSEDED SURVEY CONTROL
 SY4433
 SY4433  NAD 83(1986)-  47 32 06.87142(N)    122 15 49.12219(W) AD(       ) 4
 SY4433  NAD 27      -  47 32 07.51300(N)    122 15 44.68200(W) AD(       ) 3
 SY4433
 SY4433.Superseded values are not recommended for survey control.
 SY4433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4433.See file dsdata.txt to determine how the superseded data were derived.
 SY4433
 SY4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5542064909(NAD 83)
 SY4433_MARKER: 62 = FLAGPOLE
 SY4433
 SY4433  HISTORY     - Date     Condition        Report By
 SY4433  HISTORY     - 1919     FIRST OBSERVED   CGS
 SY4433
 SY4433                          STATION DESCRIPTION
 SY4433
 SY4433'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3862 ***********************************************************************
 SY3862  DESIGNATION -  FLAGPOLE NEAR LARGE BRICK BLDG
 SY3862  PID         -  SY3862
 SY3862  STATE/COUNTY-  WA/KING
 SY3862  USGS QUAD   -  
 SY3862
 SY3862                         *CURRENT SURVEY CONTROL
 SY3862  ___________________________________________________________________
 SY3862* NAD 83(1991)-  47 38 29.57538(N)    122 18 59.70417(W)     ADJUSTED  
 SY3862* NAVD 88     -                                                        
 SY3862  ___________________________________________________________________
 SY3862  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 SY3862  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY3862
 SY3862  HORZ ORDER  -  THIRD
 SY3862
 SY3862.The horizontal coordinates were established by classical geodetic methods
 SY3862.and adjusted by the National Geodetic Survey in December 1991..
 SY3862
 SY3862
 SY3862.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3862
 SY3862.The geoid height was determined by GEOID03.
 SY3862
 SY3862;                    North         East     Units Scale Factor Converg.
 SY3862;SPC WA N     -    72,402.620   388,556.788   MT  0.99997660   -1 06 15.5
 SY3862;SPC WA N     -   237,540.93  1,274,790.06   sFT  0.99997660   -1 06 15.5
 SY3862;UTM  10      - 5,276,687.327   551,331.755   MT  0.99963238   +0 30 18.1
 SY3862
 SY3862                          SUPERSEDED SURVEY CONTROL
 SY3862
 SY3862  NAD 83(1986)-  47 38 29.56882(N)    122 18 59.70943(W) AD(       ) 4
 SY3862  NAD 27      -  47 38 30.21700(N)    122 18 55.25400(W) AD(       ) 3
 SY3862
 SY3862.Superseded values are not recommended for survey control.
 SY3862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3862.See file dsdata.txt to determine how the superseded data were derived.
 SY3862
 SY3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5133276687(NAD 83)
 SY3862
 SY3862  HISTORY     - Date     Condition        Report By
 SY3862  HISTORY     - UNK      MONUMENTED
 SY3862  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY3862  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 SY3862
 SY3862                          STATION DESCRIPTION
 SY3862
 SY3862'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY3862'THE FLAGPOLE FORMERLY AT THE NW CORNER OF THE BRICK SCHOOL
 SY3862'BUILDING OF THE PRESENT SEATTLE PREPARATORY HIGH SCHOOL.  ALL
 SY3862'EVIDENCE OF THE STATION HAS BEEN DESTROYED.
 SY3862
 SY3862                          STATION RECOVERY (2002)
 SY3862
 SY3862'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2340 ***********************************************************************
 TR2340  DESIGNATION -  FLAGPOLE NEAR PICKETTS MON
 TR2340  PID         -  TR2340
 TR2340  STATE/COUNTY-  WA/SAN JUAN
 TR2340  USGS QUAD   -  FALSE BAY (1972)
 TR2340
 TR2340                         *CURRENT SURVEY CONTROL
 TR2340  ___________________________________________________________________
 TR2340* NAD 83(1991)-  48 27 47.32570(N)    123 00 55.98106(W)     ADJUSTED  
 TR2340* NAVD 88     -                                                        
 TR2340  ___________________________________________________________________
 TR2340  LAPLACE CORR-          -9.36  (seconds)                    DEFLEC99
 TR2340  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 TR2340
 TR2340  HORZ ORDER  -  THIRD
 TR2340
 TR2340.The horizontal coordinates were established by classical geodetic methods
 TR2340.and adjusted by the National Geodetic Survey in December 1991..
 TR2340
 TR2340
 TR2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2340
 TR2340.The geoid height was determined by GEOID03.
 TR2340
 TR2340;                    North         East     Units Scale Factor Converg.
 TR2340;SPC WA N     -   164,966.605   338,642.238   MT  0.99996039   -1 37 28.9
 TR2340;SPC WA N     -   541,227.94  1,111,028.74   sFT  0.99996039   -1 37 28.9
 TR2340;UTM  10      - 5,367,779.183   498,850.439   MT  0.99960002   -0 00 41.9
 TR2340
 TR2340                          SUPERSEDED SURVEY CONTROL
 TR2340
 TR2340  NAD 83(1986)-  48 27 47.32756(N)    123 00 55.98566(W) AD(       ) 4
 TR2340  NAD 27      -  48 27 47.97400(N)    123 00 51.34600(W) AD(       ) 3
 TR2340
 TR2340.Superseded values are not recommended for survey control.
 TR2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2340.See file dsdata.txt to determine how the superseded data were derived.
 TR2340
 TR2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9885067779(NAD 83)
 TR2340
 TR2340  HISTORY     - Date     Condition        Report By
 TR2340  HISTORY     - UNK      MONUMENTED
 TR2340  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2340  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TR2340
 TR2340                          STATION DESCRIPTION
 TR2340
 TR2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2340'RECOVERED.
 TR2340'
 TR2340'STATION IS ON THE MOST S PORTION OF SAN JUAN ISLAND, ON THE S SIDE
 TR2340'OF THE CATTLE POINT ROAD, ABOUT 2-1/2 MILES WNW OF CATTLE POINT
 TR2340'LIGHT, ON THE SITE OF THE OLD AMERICAN CAMP USED DURING THE
 TR2340'AMERICAN OCCUPATION OF THE SAN JUAN ISLANDS FROM 1854 TO 1872, ON
 TR2340'TOP OF THE E SIDE OF THE OLD EARTHWORKS, 11 METERS W OF THE E EDGE
 TR2340'OF THE EARTHWORKS, 3.9 METERS N OF THE S EDGE OF THE
 TR2340'EARTHWORKS, ON LINE BETWEEN STATIONS PICKETTS MONUMENT AND FORT,
 TR2340'1897 (SEE DESCRIPTIONS THEREOF).
 TR2340'
 TR2340'STATION IS A SMALL FLAGPOLE ABOUT 30 FEET HIGH.
 TR2340
 TR2340                          STATION RECOVERY (1983)
 TR2340
 TR2340'RECOVERY NOTE BY US POWER SQUADRON 1983 (JH)
 TR2340'STATION DESTROYED.
 TR2340'
 TR2340'FLAGPOLE HAS BEEN COMPLETELY REMOVED - NO TRACE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4732 ***********************************************************************
 SY4732  DESIGNATION -  FLAGPOLE NEAR STA ALDER HIGH
 SY4732  PID         -  SY4732
 SY4732  STATE/COUNTY-  WA/KING
 SY4732  USGS QUAD   -  
 SY4732
 SY4732                         *CURRENT SURVEY CONTROL
 SY4732  ___________________________________________________________________
 SY4732* NAD 83(1991)-  47 37 54.64799(N)    122 23 35.66215(W)     ADJUSTED  
 SY4732* NAVD 88     -                                                        
 SY4732  ___________________________________________________________________
 SY4732  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 SY4732  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SY4732
 SY4732  HORZ ORDER  -  THIRD
 SY4732
 SY4732.The horizontal coordinates were established by classical geodetic methods
 SY4732.and adjusted by the National Geodetic Survey in December 1991..
 SY4732
 SY4732
 SY4732.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4732
 SY4732.The geoid height was determined by GEOID03.
 SY4732
 SY4732;                    North         East     Units Scale Factor Converg.
 SY4732;SPC WA N     -    71,438.035   382,776.266   MT  0.99997802   -1 09 41.0
 SY4732;SPC WA N     -   234,376.29  1,255,825.13   sFT  0.99997802   -1 09 41.0
 SY4732;UTM  10      - 5,275,561.155   545,582.610   MT  0.99962553   +0 26 53.9
 SY4732
 SY4732                          SUPERSEDED SURVEY CONTROL
 SY4732
 SY4732  NAD 83(1986)-  47 37 54.64193(N)    122 23 35.66686(W) AD(       ) 4
 SY4732  NAD 27      -  47 37 55.29000(N)    122 23 31.20800(W) AD(       ) 3
 SY4732
 SY4732.Superseded values are not recommended for survey control.
 SY4732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4732.See file dsdata.txt to determine how the superseded data were derived.
 SY4732
 SY4732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4558375561(NAD 83)
 SY4732
 SY4732  HISTORY     - Date     Condition        Report By
 SY4732  HISTORY     - UNK      MONUMENTED
 SY4732  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4732  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY4732
 SY4732                          STATION DESCRIPTION
 SY4732
 SY4732'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4732'THERE IS NO PREVIOUS DESCRIPTION.
 SY4732'
 SY4732'FLAGPOLE, WHICH WAS WRITTEN IN 1958, WHICH STATES THIS IS THE THIRD
 SY4732'FLAGPOLE AT THIS LOCATION.  THE POSITION LISTED FOR FLAGPOLE NEAR
 SY4732'STA. ALDER HIGH, 1934, DOES NOT AGREE WITH THE POSITION OF THE
 SY4732'PRESENT FLAGPOLE BY 0.011 SECOND LATITUDE, THE PRESENT FLAGPOLE
 SY4732'BEING ABOUT 1 FOOT SOUTH OF THE ORIGINAL.  STATION SHOULD BE
 SY4732'CONSIDERED LOST.
 SY4732
 SY4732                          STATION RECOVERY (2002)
 SY4732
 SY4732'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3406 ***********************************************************************
 SY3406  DESIGNATION -  FLAGPOLE NORTH OF STA RAY 2
 SY3406  PID         -  SY3406
 SY3406  STATE/COUNTY-  WA/MASON
 SY3406  USGS QUAD   -  VAUGHN (1994)
 SY3406
 SY3406                         *CURRENT SURVEY CONTROL
 SY3406  ___________________________________________________________________
 SY3406* NAD 83(1991)-  47 17 01.68009(N)    122 51 55.20118(W)     ADJUSTED  
 SY3406* NAVD 88     -                                                        
 SY3406  ___________________________________________________________________
 SY3406  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 SY3406  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 SY3406
 SY3406  HORZ ORDER  -  THIRD
 SY3406
 SY3406.The horizontal coordinates were established by classical geodetic methods
 SY3406.and adjusted by the National Geodetic Survey in December 1991..
 SY3406
 SY3406
 SY3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3406
 SY3406.The geoid height was determined by GEOID03.
 SY3406
 SY3406;                    North         East     Units Scale Factor Converg.
 SY3406;SPC WA S     -   219,485.885   321,085.764   MT  0.99998904   -1 43 05.4
 SY3406;SPC WA S     -   720,096.61  1,053,428.88   sFT  0.99998904   -1 43 05.4
 SY3406;SPC WA N     -    33,583.318   346,285.016   MT  1.00004734   -1 30 46.3
 SY3406;SPC WA N     -   110,181.27  1,136,103.42   sFT  1.00004734   -1 30 46.3
 SY3406;UTM  10      - 5,236,711.356   510,183.747   MT  0.99960127   +0 05 56.2
 SY3406
 SY3406                          SUPERSEDED SURVEY CONTROL
 SY3406
 SY3406  NAD 83(1986)-  47 17 01.67635(N)    122 51 55.21087(W) AD(       ) 4
 SY3406  NAD 27      -  47 17 02.32900(N)    122 51 50.70800(W) AD(       ) 3
 SY3406
 SY3406.Superseded values are not recommended for survey control.
 SY3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3406.See file dsdata.txt to determine how the superseded data were derived.
 SY3406
 SY3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1018436711(NAD 83)
 SY3406
 SY3406  HISTORY     - Date     Condition        Report By
 SY3406  HISTORY     - UNK      MONUMENTED
 SY3406  HISTORY     - 1963     SEE DESCRIPTION  WAWHI
 SY3406
 SY3406                          STATION DESCRIPTION
 SY3406
 SY3406'DESCRIBED BY WALKER AND WHITEFORD INCORPORATED 1963
 SY3406'FLAGPOLE HAS BEEN TORN DOWN--WAS ON OBRIEN PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2091 ***********************************************************************
 RC2091  DESIGNATION -  FLAGPOLE ON BUTTE
 RC2091  PID         -  RC2091
 RC2091  STATE/COUNTY-  WA/KLICKITAT
 RC2091  USGS QUAD   -  THE DALLES NORTH (1994)
 RC2091
 RC2091                         *CURRENT SURVEY CONTROL
 RC2091  ___________________________________________________________________
 RC2091* NAD 83(1991)-  45 39 02.99912(N)    121 07 44.58621(W)     ADJUSTED  
 RC2091* NAVD 88     -                                                        
 RC2091  ___________________________________________________________________
 RC2091  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 RC2091  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RC2091
 RC2091  HORZ ORDER  -  THIRD
 RC2091
 RC2091.The horizontal coordinates were established by classical geodetic methods
 RC2091.and adjusted by the National Geodetic Survey in December 1991..
 RC2091
 RC2091
 RC2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2091
 RC2091.The geoid height was determined by GEOID03.
 RC2091
 RC2091;                    North         East     Units Scale Factor Converg.
 RC2091;SPC WA S     -    35,486.288   450,964.227   MT  1.00004636   -0 27 25.0
 RC2091;SPC WA S     -   116,424.60  1,479,538.47   sFT  1.00004636   -0 27 25.0
 RC2091;SPC OR N     -   220,677.911 2,450,969.910   MT  0.99992996   -0 26 46.0
 RC2091;SPC OR N     -   724,008.89  8,041,239.86   iFT  0.99992996   -0 26 46.0
 RC2091;UTM  10      - 5,056,956.183   645,779.858   MT  0.99986128   +1 20 17.3
 RC2091
 RC2091                          SUPERSEDED SURVEY CONTROL
 RC2091
 RC2091  NAD 83(1991)-  45 39 02.99914(N)    121 07 44.58626(W) AD(       ) 4
 RC2091  NAD 83(1986)-  45 39 03.01126(N)    121 07 44.57759(W) AD(       ) 4
 RC2091  NAD 27      -  45 39 03.56800(N)    121 07 40.32700(W) AD(       ) 3
 RC2091
 RC2091.Superseded values are not recommended for survey control.
 RC2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2091.See file dsdata.txt to determine how the superseded data were derived.
 RC2091
 RC2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR4578056956(NAD 83)
 RC2091
 RC2091  HISTORY     - Date     Condition        Report By
 RC2091  HISTORY     - 1939     MONUMENTED       CGS
 RC2091  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2091
 RC2091                          STATION DESCRIPTION
 RC2091
 RC2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2091'THIS INTERSECTION STATION IS THE BASE OF A TALL FLAGPOLE, LOCATED
 RC2091'ON TOP OF A SMALL ROCKY BUTTE, ABOUT 1.75 MILES N OF BIG EDDY AND
 RC2091'ABOUT 0.25 MILE N OF U.S. HIGHWAY 830.
 RC2091
 RC2091                          STATION RECOVERY (1959)
 RC2091
 RC2091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2091'THE FLAGPOLE THAT WAS INTERSECTED IS NO LONGER STANDING.  THE
 RC2091'SITE WAS VISITED AND A CONCRETE LINED HOLE WAS RECOVERED WHICH
 RC2091'APPEARED TO HAVE BEEN THE BASE OF THE STATION.  NO MEASUREMENTS
 RC2091'WERE MADE TO VERIFY THIS LOCATION.  COORDINATES ARE LISTED UNDER
 RC2091'NAME FLAGPOLE ON BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0867 ***********************************************************************
 TO0867  DESIGNATION -  FLAGSTAFF
 TO0867  PID         -  TO0867
 TO0867  STATE/COUNTY-  WA/STEVENS
 TO0867  USGS QUAD   -  NORTHPORT (1992)
 TO0867
 TO0867                         *CURRENT SURVEY CONTROL
 TO0867  ___________________________________________________________________
 TO0867* NAD 83(1991)-  48 54 30.66523(N)    117 52 07.38717(W)     ADJUSTED  
 TO0867* NAVD 88     -      1296.6    (meters)    4254.     (feet)  VERTCON   
 TO0867  ___________________________________________________________________
 TO0867  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 TO0867  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TO0867
 TO0867  HORZ ORDER  -  FIRST
 TO0867
 TO0867.The horizontal coordinates were established by classical geodetic methods
 TO0867.and adjusted by the National Geodetic Survey in December 1991..
 TO0867
 TO0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0867
 TO0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0867
 TO0867.The geoid height was determined by GEOID03.
 TO0867
 TO0867;                    North         East     Units Scale Factor Converg.
 TO0867;SPC WA N     -   216,391.017   717,277.615   MT  1.00003767   +2 12 26.0
 TO0867;SPC WA N     -   709,942.86  2,353,268.31   sFT  1.00003767   +2 12 26.0
 TO0867;UTM  11      - 5,417,649.969   436,343.765   MT  0.99964978   -0 39 17.1
 TO0867
 TO0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0867!SPC WA N     -   0.99979950  x   1.00003767  =   0.99983716
 TO0867!UTM  11      -   0.99979950  x   0.99964978  =   0.99944935
 TO0867
 TO0867|---------------------------------------------------------------------|
 TO0867| PID    Reference Object                     Distance      Geod. Az  |
 TO0867|                                                           dddmmss.s |
 TO0867| TO0866 NEAR FLAGSTAFF                        1.330 METERS 00517     |
 TO0867| CF1452 FLAGSTAFF RM 2                       13.711 METERS 01341     |
 TO0867| TO0855 ROGERS                              APPROX.20.9 KM 1532718.2 |
 TO0867| CF1451 FLAGSTAFF RM 1                       12.757 METERS 28240     |
 TO0867| TO0893 OLD GLORY LO HOUSE                  APPROX.27.0 KM 3531609.9 |
 TO0867|---------------------------------------------------------------------|
 TO0867
 TO0867                          SUPERSEDED SURVEY CONTROL
 TO0867
 TO0867  NAD 83(1986)-  48 54 30.66180(N)    117 52 07.38540(W) AD(       ) 1
 TO0867  NAD 27      -  48 54 31.02900(N)    117 52 03.40600(W) AD(       ) 1
 TO0867  NGVD 29 (07/19/86) 1295.3    (m)         4250.     (f) VERT ANG       
 TO0867
 TO0867.Superseded values are not recommended for survey control.
 TO0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0867.See file dsdata.txt to determine how the superseded data were derived.
 TO0867
 TO0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMQ3634417650(NAD 83)
 TO0867_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0867_SETTING: 66 = SET IN ROCK OUTCROP
 TO0867_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TO0867
 TO0867  HISTORY     - Date     Condition        Report By
 TO0867  HISTORY     - 1936     MONUMENTED       BOR
 TO0867  HISTORY     - 1966     SEE DESCRIPTION  USGS
 TO0867
 TO0867                          STATION DESCRIPTION
 TO0867
 TO0867'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TO0867'LOCATED ON ROCK POINT AT THE SUMMIT OF FLAGSTAFF MOUNTAIN, 5 MILES
 TO0867'W OF NORTHPORT.
 TO0867'
 TO0867'TO REACH STATION, GO STRAIGHT AHEAD FROM W END OF NORTHPORT
 TO0867'BRIDGE ON GRAVEL ROAD.  AT 1.0 LEFT ROAD FORK.  AT 1.3 RIGHT ROAD
 TO0867'FORK.  AT 1.4 RIGHT ROAD FORK.  AT 1.45 PASS SCHOOLHOUSE.  AT 1.5
 TO0867'RIGHT ROAD FORK.  AT 2.25 LEFT ROAD FORK (SIGN FLAGSTAFF MT.).  AT
 TO0867'3.85 THROUGH POLE GATE.  AT 4.7 PLANK BRIDGE.  AT 5.4 PASS LOG
 TO0867'CABIN.  AT 6.1 PASS NATIONAL FOREST BOUNDARY.  AT 8.65 POINTER
 TO0867'ON TREE IN PASS.  LEAVE TRUCK HERE AND HIKE UPHILL ABOUT 1/4
 TO0867'MILE E TO STATION.
 TO0867'
 TO0867'STATION AND R.M.S 1 AND 2 ARE SET ACCORDING TO NOTES 3, 12B, AND
 TO0867'12B, RESPECTIVELY.
 TO0867
 TO0867                          STATION RECOVERY (1966)
 TO0867
 TO0867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TO0867'STATION AND REFERENCE MARKS WERE SEARCHED FOR AND NOT FOUND.
 TO0867'
 TO0867'MOUNTAIN TOP HAS BEEN FLATTENED DUE TO CONSTRUCTION WORK.  NO
 TO0867'EVIDENCE OF STATION OR REFERENCE MARKS COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1335 ***********************************************************************
 SW1335  DESIGNATION -  FLANAGAN IS
 SW1335  PID         -  SW1335
 SW1335  STATE/COUNTY-  WA/LINCOLN
 SW1335  USGS QUAD   -  WHITESTONE ROCK (1989)
 SW1335
 SW1335                         *CURRENT SURVEY CONTROL
 SW1335  ___________________________________________________________________
 SW1335* NAD 83(1991)-  47 54 21.19340(N)    118 33 17.92545(W)     ADJUSTED  
 SW1335* NAVD 88     -                                                        
 SW1335  ___________________________________________________________________
 SW1335  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 SW1335  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SW1335
 SW1335  HORZ ORDER  -  THIRD
 SW1335
 SW1335.The horizontal coordinates were established by classical geodetic methods
 SW1335.and adjusted by the National Geodetic Survey in December 1991..
 SW1335
 SW1335
 SW1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1335
 SW1335.The geoid height was determined by GEOID03.
 SW1335
 SW1335;                    North         East     Units Scale Factor Converg.
 SW1335;SPC WA N     -   103,239.259   670,298.424   MT  0.99994907   +1 41 46.6
 SW1335;SPC WA N     -   338,710.80  2,199,137.41   sFT  0.99994907   +1 41 46.6
 SW1335;UTM  11      - 5,307,010.284   383,796.153   MT  0.99976593   -1 09 14.4
 SW1335
 SW1335                          SUPERSEDED SURVEY CONTROL
 SW1335
 SW1335  NAD 83(1986)-  47 54 21.20380(N)    118 33 17.92236(W) AD(       ) 4
 SW1335  NAD 27      -  47 54 21.64500(N)    118 33 13.91100(W) AD(       ) 3
 SW1335
 SW1335.Superseded values are not recommended for survey control.
 SW1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1335.See file dsdata.txt to determine how the superseded data were derived.
 SW1335
 SW1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP8379607010(NAD 83)
 SW1335
 SW1335  HISTORY     - Date     Condition        Report By
 SW1335  HISTORY     - 1934     MONUMENTED       BOR
 SW1335
 SW1335                          STATION DESCRIPTION
 SW1335
 SW1335'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1335'LOCATED APPROXIMATELY 3 MILES SE OF HELLGATE ROCKS ON COLUMBIA
 SW1335'RIVER, IN SE 1/4 SEC. 20, T. 28 N., R. 34 E. WM.  STATION IS ON
 SW1335'THE SAME RIDGE AS TRIANGULATION STATION WHITESTONE, ABOUT 1,000
 SW1335'FEET N.
 SW1335'
 SW1335'MARKED WITH A 3- BY 3-INCH CEDAR POST SET IN ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3243 ***********************************************************************
 SY3243  DESIGNATION -  FLAP
 SY3243  PID         -  SY3243
 SY3243  STATE/COUNTY-  WA/THURSTON
 SY3243  USGS QUAD   -  TUMWATER (1994)
 SY3243
 SY3243                         *CURRENT SURVEY CONTROL
 SY3243  ___________________________________________________________________
 SY3243* NAD 83(1991)-  47 07 05.76673(N)    122 57 48.51291(W)     ADJUSTED  
 SY3243* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY3243  ___________________________________________________________________
 SY3243  LAPLACE CORR-          -8.80  (seconds)                    DEFLEC99
 SY3243  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 SY3243
 SY3243  HORZ ORDER  -  THIRD
 SY3243
 SY3243.The horizontal coordinates were established by classical geodetic methods
 SY3243.and adjusted by the National Geodetic Survey in December 1991..
 SY3243
 SY3243.The orthometric height was scaled from a topographic map.
 SY3243
 SY3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3243
 SY3243.The geoid height was determined by GEOID03.
 SY3243
 SY3243;                    North         East     Units Scale Factor Converg.
 SY3243;SPC WA S     -   201,319.667   313,089.991   MT  0.99995790   -1 47 22.1
 SY3243;SPC WA S     -   660,496.27  1,027,196.08   sFT  0.99995790   -1 47 22.1
 SY3243;UTM  10      - 5,218,307.647   502,770.639   MT  0.99960009   +0 01 36.3
 SY3243
 SY3243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3243!SPC WA S     -   1.00000276  x   0.99995790  =   0.99996066
 SY3243!UTM  10      -   1.00000276  x   0.99960009  =   0.99960285
 SY3243
 SY3243:                Primary Azimuth Mark                     Grid Az
 SY3243:SPC WA S     -  TRAP                                     012 59 06.9
 SY3243:UTM  10      -  TRAP                                     011 10 08.5
 SY3243
 SY3243|---------------------------------------------------------------------|
 SY3243| PID    Reference Object                     Distance      Geod. Az  |
 SY3243|                                                           dddmmss.s |
 SY3243| SY3302 TRAP                                APPROX. 1.2 KM 0111144.8 |
 SY3243| CE4029 FLAP RM 2                            11.638 METERS 22144     |
 SY3243| CE4028 FLAP RM 1                             9.075 METERS 33044     |
 SY3243|---------------------------------------------------------------------|
 SY3243
 SY3243                          SUPERSEDED SURVEY CONTROL
 SY3243
 SY3243  NAD 83(1986)-  47 07 05.76467(N)    122 57 48.52166(W) AD(       ) 3
 SY3243  NAD 27      -  47 07 06.42000(N)    122 57 44.00700(W) AD(       ) 3
 SY3243
 SY3243.Superseded values are not recommended for survey control.
 SY3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3243.See file dsdata.txt to determine how the superseded data were derived.
 SY3243
 SY3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0277118308(NAD 83)
 SY3243_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3243
 SY3243  HISTORY     - Date     Condition        Report By
 SY3243  HISTORY     - 1936     MONUMENTED       CGS
 SY3243  HISTORY     - 1978     SEE DESCRIPTION  LOCENG
 SY3243
 SY3243                          STATION DESCRIPTION
 SY3243
 SY3243'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3243'LOCATED 3/4 MILE N OF MOST PROMINENT POINT IN ELD INLET AND ON
 SY3243'THE W SHORE ON SMALL ROUNDED POINT 0.2 MILE N OF WELL DEFINED
 SY3243'LAGOON.  SANDY BEACH COVERED WITH FALLEN LOGS ALL NORMAL TO BEACH
 SY3243'LINE WITH THE EXCEPTION OF ONE LARGE (3-FOOT DIAMETER) LOG LYING
 SY3243'PARALLEL TO BEACH.  MARK WAS PLACED 25 FEET OFFSHORE FROM
 SY3243'STORM-WATER LINE AND 15 FEET S OF SOUTHERN END OF LARGE LOG
 SY3243'DESCRIBED ABOVE.  ABOUT 25 FEET S OF MARK A LARGE LOG NORMAL TO
 SY3243'BEACH WITH INSHORE END ELEVATED 25 FEET MAY HELP IN
 SY3243'IDENTIFYING IMMEDIATE LOCALITY.  BEST MEANS OF DETERMINING
 SY3243'LOCALITY WOULD BE SEXTANT CUTS FROM TRIANGULATION STATIONS SAND
 SY3243'AND CLOUD USING POINT AT TRIANGULATION STATION YEW AS
 SY3243'INITIAL.
 SY3243'
 SY3243'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3243'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SY3243'
 SY3243'REFERENCE MARK NO.1 WAS PLACED NW OF STATION, 15 FEET OFF-SHORE
 SY3243'FROM FOOT OF BLUFF LINE.
 SY3243'
 SY3243'REFERENCE MARK NO.2 WAS PLACED SW OF STATION, 12 FEET OFF-SHORE
 SY3243'FROM FOOT OF BLUFF LINE.
 SY3243
 SY3243                          STATION RECOVERY (1978)
 SY3243
 SY3243'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (JWF)
 SY3243'FLAP 1936 3-1/2 IN BRONZE DISC AND PORTION OF CONCRETE PEDESTAL
 SY3243'BROKEN OFF AND LYING NEAR THE REMAINDER OF THE PEDESTAL
 SY3243'
 SY3243'NO SEARCH MADE FOR REF. MARKS.  LOCATION OF MON IS AS DESCRIBED
 SY3243'WITH RELATION TO STORM WATER LINE, BUT LOGS DESCRIBED ARE NO
 SY3243'LONGER PRESENT.  A VEHICLE TRAIL OFF GIDDINGS ROAD PROVIDES ACCESS
 SY3243'TO A POINT JUST ABOVE THE BEACH 300 FT N OF MON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0268 ***********************************************************************
 SW0268  DESIGNATION -  FLAT
 SW0268  PID         -  SW0268
 SW0268  STATE/COUNTY-  WA/ADAMS
 SW0268  USGS QUAD   -  REIMAN SW (1982)
 SW0268
 SW0268                         *CURRENT SURVEY CONTROL
 SW0268  ___________________________________________________________________
 SW0268* NAD 83(1991)-  47 05 25.48489(N)    118 41 31.38134(W)     ADJUSTED  
 SW0268* NAVD 88     -       541.057  (meters)    1775.12   (feet)  ADJUSTED  
 SW0268  ___________________________________________________________________
 SW0268  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 SW0268  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 SW0268  DYNAMIC HT  -         541.082 (meters)    1775.20  (feet)  COMP
 SW0268  MODELED GRAV-     980,641.9   (mgal)                       NAVD 88
 SW0268
 SW0268  HORZ ORDER  -  SECOND
 SW0268  VERT ORDER  -  SECOND    CLASS 0
 SW0268
 SW0268.The horizontal coordinates were established by classical geodetic methods
 SW0268.and adjusted by the National Geodetic Survey in December 1991..
 SW0268
 SW0268.The orthometric height was determined by differential leveling
 SW0268.and adjusted by the National Geodetic Survey in June 1991..
 SW0268
 SW0268.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0268
 SW0268.The geoid height was determined by GEOID03.
 SW0268
 SW0268.The dynamic height is computed by dividing the NAVD 88
 SW0268.geopotential number by the normal gravity value computed on the
 SW0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0268.degrees latitude (g = 980.6199 gals.).
 SW0268
 SW0268.The modeled gravity was interpolated from observed gravity values.
 SW0268
 SW0268;                    North         East     Units Scale Factor Converg.
 SW0268;SPC WA S     -   196,877.037   637,254.879   MT  0.99995349   +1 18 47.8
 SW0268;SPC WA S     -   645,920.75  2,090,727.05   sFT  0.99995349   +1 18 47.8
 SW0268;UTM  11      - 5,216,600.463   371,579.396   MT  0.99980269   -1 14 22.1
 SW0268
 SW0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0268!SPC WA S     -   0.99991836  x   0.99995349  =   0.99987186
 SW0268!UTM  11      -   0.99991836  x   0.99980269  =   0.99972107
 SW0268
 SW0268:                Primary Azimuth Mark                     Grid Az
 SW0268:SPC WA S     -  ALTER                                    005 26 19.6
 SW0268:UTM  11      -  ALTER                                    007 59 29.5
 SW0268
 SW0268|---------------------------------------------------------------------|
 SW0268| PID    Reference Object                     Distance      Geod. Az  |
 SW0268|                                                           dddmmss.s |
 SW0268| SW1299 ALTER                               APPROX. 2.6 KM 0064507.4 |
 SW0268| SW0267 FLAT RM 1                           136.398 METERS 01722     |
 SW0268| SW0269 FLAT RM 2                           154.595 METERS 32222     |
 SW0268|---------------------------------------------------------------------|
 SW0268
 SW0268                          SUPERSEDED SURVEY CONTROL
 SW0268
 SW0268  NAD 83(1986)-  47 05 25.49585(N)    118 41 31.37423(W) AD(       ) 2
 SW0268  NAD 27      -  47 05 25.96900(N)    118 41 27.42100(W) AD(       ) 2
 SW0268  NGVD 29 (??/??/92)  539.918  (m)         1771.38   (f) ADJ UNCH    2 0
 SW0268
 SW0268.Superseded values are not recommended for survey control.
 SW0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0268.See file dsdata.txt to determine how the superseded data were derived.
 SW0268
 SW0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN7157916600(NAD 83)
 SW0268_MARKER: DS = TRIANGULATION STATION DISK
 SW0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0268_STAMPING: FLAT 1957
 SW0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0268+STABILITY: SURFACE MOTION
 SW0268
 SW0268  HISTORY     - Date     Condition        Report By
 SW0268  HISTORY     - 1957     MONUMENTED       CGS
 SW0268  HISTORY     - 1967     GOOD             CGS
 SW0268  HISTORY     - 1967     GOOD             NGS
 SW0268
 SW0268                          STATION DESCRIPTION
 SW0268
 SW0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW0268'THE STATION IS LOCATED 14.5 MILES WEST OF RITZVILLE, 8-1/2 MILES
 SW0268'NORTH NORTHWEST OF LIND, ALONG U.S. HIGHWAY 10, IN A CULTIVATED
 SW0268'AREA COMPRISED OF LOW ROLLING HILLS.  IT IS ON THE SUMMIT OF A
 SW0268'FAIRLY PROMINENT RISE WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 SW0268'VICINITY AND 1/2 MILE NORTHWEST OF A GROUP OF FARM BUILDINGS.
 SW0268'
 SW0268'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 SW0268'395 IN THE SOUTHWEST PART OF RITZVILLE, GO WESTERLY ON HIGHWAY
 SW0268'10 FOR 14.75 MILES TO THE STATION ON THE LEFT, SOUTH, SIDE OF
 SW0268'THE HIGHWAY.  THIS POINT IS 1.35 MILES WEST OF THE JUNCTION OF
 SW0268'U.S. HIGHWAY 10 WITH STATE HIGHWAY 4B.
 SW0268'
 SW0268'THE STATION MARK IS A STANDARD DISK, STAMPED FLAT 1957, SET IN
 SW0268'THE TOP OF A 14 INCH CYLINDRICAL CONCRETE POST WHICH IS 15 INCHES
 SW0268'BELOW THE SURFACE OF THE GROUND.  IT IS 450.0 FEET SOUTH OF THE
 SW0268'CENTERLINE OF THE HIGHWAY.
 SW0268'
 SW0268'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLAT NO 1 1957,
 SW0268'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SW0268'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 27 FEET SOUTH OF
 SW0268'THE CENTERLINE OF THE HIGHWAY AND 2 FEET EAST OF A WHITE WITNESS
 SW0268'POST.  IT IS APPROXIMATELY 3 FEET LOWER IN ELEVATION THAN THE
 SW0268'HIGHWAY.
 SW0268'
 SW0268'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLAT NO 2 1957,
 SW0268'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SW0268'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 24.5 FEET SOUTH
 SW0268'OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET EAST OF A WHITE
 SW0268'WITNESS POST.  IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 SW0268'HIGHWAY.
 SW0268'
 SW0268'OFFICE NOTE--DISTANCES TO AND BETWEEN THE RMS WAS MEASURED WITH
 SW0268'A 300-FOOT TAPE ON THE GROUND, AND IS NOT A HORIZONTAL DISTANCE.
 SW0268
 SW0268                          STATION RECOVERY (1967)
 SW0268
 SW0268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW0268'THE FOLLOWING INFORMATION MAY BE HELPFUL.
 SW0268'
 SW0268'THE STATION IS IN SECTION 5, T18N, R33E.
 SW0268'
 SW0268'REFERENCE MARK NO. 1 IS IN THE DITCH ON THE SOUTH SIDE OF
 SW0268'U.S. HIGHWAY 10 AT THE WEST END OF A CUT, 44 YARDS EAST OF THE
 SW0268'DIVISION LINE BETWEEN TWO CULTIVATED FIELDS.
 SW0268'
 SW0268'REFERENCE MARK NO. 2 IS ABOUT 100 YARDS WEST OF THE DIVISION
 SW0268'LINE BETWEEN THE TWO FIELDS, 444 FEET WEST OF R. M. 1, 24.5 FEET
 SW0268'SOUTH OF THE CENTER OF U.S. HIGHWAY 10, ON A SHELF ON THE ROAD
 SW0268'SHOULDER, 4 FEET LOWER THAN THE ROAD AND 1 FOOT ABOVE THE LEVEL
 SW0268'OF THE FIELD.  A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE
 SW0268'MARK.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF REFERENCE
 SW0268'MARK NO. 1.
 SW0268
 SW0268                          STATION RECOVERY (1967)
 SW0268
 SW0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SW0268'14.6 MI W FROM RITZVILLE.
 SW0268'14.65 MILES WEST ALONG U.S. HIGHWAY 10, FROM THE JUNCTION OF U.S.
 SW0268'HIGHWAY 10 AND 395 ON THE SOUTH SIDE OF RITZVILLE, 1.35 MILES WEST OF
 SW0268'THE INTERSECTION OF U.S. HIGHWAY 10 WITH STATE HIGHWAY 4B, IN A
 SW0268'CULTIVATED FIELD ON A FAIRLY PROMINENT RISE, 450.0 FEET SOUTH OF THE
 SW0268'CENTERLINE OF U.S. HIGHWAY 10.  A DISK SET IN THE TOP OF A CONCRETE
 SW0268'POST 15 INCHES BELOW THE SURFACE OF THE GROUND.  NOTE-- IT IS 447.5
 SW0268'FEET NORTH-NORTHEAST OF R.M. NO. 1, AND 507.2 FEET NORTHWEST OF R. M.
 SW0268'NO. 2 THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 444.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2320 ***********************************************************************
 SC2320  DESIGNATION -  FLAT
 SC2320  PID         -  SC2320
 SC2320  STATE/COUNTY-  WA/PACIFIC
 SC2320  USGS QUAD   -  LONG ISLAND (1984)
 SC2320
 SC2320                         *CURRENT SURVEY CONTROL
 SC2320  ___________________________________________________________________
 SC2320* NAD 83(1991)-  46 26 37.55353(N)    123 54 24.39012(W)     ADJUSTED  
 SC2320* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SC2320  ___________________________________________________________________
 SC2320  LAPLACE CORR-          17.24  (seconds)                    DEFLEC99
 SC2320  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SC2320
 SC2320  HORZ ORDER  -  THIRD
 SC2320
 SC2320.The horizontal coordinates were established by classical geodetic methods
 SC2320.and adjusted by the National Geodetic Survey in December 1991..
 SC2320
 SC2320.The orthometric height was scaled from a topographic map.
 SC2320
 SC2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2320
 SC2320.The geoid height was determined by GEOID03.
 SC2320
 SC2320;                    North         East     Units Scale Factor Converg.
 SC2320;SPC WA S     -   129,075.911   238,320.567   MT  0.99991763   -2 28 28.8
 SC2320;SPC WA S     -   423,476.55    781,890.06   sFT  0.99991763   -2 28 28.8
 SC2320;UTM  10      - 5,143,754.168   430,349.881   MT  0.99965963   -0 39 25.8
 SC2320
 SC2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2320!SPC WA S     -   1.00000305  x   0.99991763  =   0.99992067
 SC2320!UTM  10      -   1.00000305  x   0.99965963  =   0.99966267
 SC2320
 SC2320|---------------------------------------------------------------------|
 SC2320| PID    Reference Object                     Distance      Geod. Az  |
 SC2320|                                                           dddmmss.s |
 SC2320| CE3567 FLAT RM 2                            46.320 METERS 07651     |
 SC2320| CE3566 FLAT RM 1                            54.145 METERS 10927     |
 SC2320| SC2339 LAND                                APPROX. 1.3 KM 2652304.9 |
 SC2320|---------------------------------------------------------------------|
 SC2320
 SC2320                          SUPERSEDED SURVEY CONTROL
 SC2320
 SC2320  NAD 83(1991)-  46 26 37.55310(N)    123 54 24.38997(W) AD(       ) 3
 SC2320  NAD 83(1986)-  46 26 37.55589(N)    123 54 24.37049(W) AD(       ) 3
 SC2320  NAD 27      -  46 26 38.19061(N)    123 54 19.80234(W) AD(       ) 3
 SC2320
 SC2320.Superseded values are not recommended for survey control.
 SC2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2320.See file dsdata.txt to determine how the superseded data were derived.
 SC2320
 SC2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3035043754(NAD 83)
 SC2320_MARKER: Z = SEE DESCRIPTION
 SC2320_SETTING: 0 = UNSPECIFIED SETTING
 SC2320
 SC2320  HISTORY     - Date     Condition        Report By
 SC2320  HISTORY     - 1939     MONUMENTED       CGS
 SC2320  HISTORY     - 1963     SEE DESCRIPTION  WEYCO
 SC2320  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SC2320
 SC2320                          STATION DESCRIPTION
 SC2320
 SC2320'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2320'STATION IS LOCATED ON GRASSY SWAMPY FLAT 3/4 MILE N OF NASELLE RIVER
 SC2320'BRIDGE, 30 METERS E OF IRREGULAR GRASS LINE, 80 METERS W OF TREE
 SC2320'LINE, AND 100 METERS NE OF MOUTH OF SLOUGH 20 METERS WIDE.  STATION
 SC2320'IS IN TALL GRASS.
 SC2320'
 SC2320'STATION MARK IS STANDARD DISK CEMENTED IN 5-FOOT LENGTH OF 4-INCH
 SC2320'CAST-IRON SOIL PIPE DRIVEN 4 FEET INTO MUD.  REFERENCE MARK NO.1 IS
 SC2320'A STANDARD DISK SET IN CONCRETE IN THE TOP OF A TILE, AS DESCRIBED
 SC2320'IN NOTE 13D.  REFERENCE MARK NO.2 IS A NAIL IN A 4-INCH SQUARE POST.
 SC2320'ONE OF THE REFERENCE MARKS IS 1 METER W OF COW TRAIL.  WITNESS
 SC2320'MARK IS A SQUARE BLAZE WITH A NAIL AT THE CENTER AND EACH CORNER OF
 SC2320'THE SQUARE, ON THE MOST SOUTHERLY OF TWO 4-FOOT SPRUCE TREES THAT ARE
 SC2320'2 METERS APART, 7 METERS W OF TOE OF SMALL STEEP SLOPE.
 SC2320'
 SC2320'MUD FLATS MAKE IT DIFFICULT TO REACH STATION BY BOAT EXCEPT AT HIGH
 SC2320'TIDE.  MAY BE REACHED BY LEAVING HIGHWAY 101, 300 METERS N OF
 SC2320'NASELLE BRIDGE, CROSSING SWAMPY GROUND, THROUGH TREES TO COW
 SC2320'TRAIL, THENCE 200 METERS ALONG TRAIL TO OPEN GROUND AND OVER SERIES
 SC2320'OF COW BRIDGES.  NO DEFINITE LANDMARKS, ABOUT 15-MINUTES WALK FROM
 SC2320'ROAD.
 SC2320
 SC2320                          STATION RECOVERY (1963)
 SC2320
 SC2320'RECOVERY NOTE BY WEYERHAEUSER COMPANY 1963
 SC2320'STATION WAS FOUND IN GOOD CONDITION.  IT IS JUST WEST OF ROAD ON
 SC2320'LINE BETWEEN SECTIONS 10 AND 15 OF TWP 11 N RGE 10 W, BEYOND
 SC2320'MEANDER CORNER FROM THE ROAD, MARKED WITH WHITE PULP FOR PHOTO
 SC2320'IDENTIFICATION.  BEST LOCATED WITH USE OF FORTHCOMING 1963 AERIAL
 SC2320'PHOTOGRAPHY.
 SC2320'
 SC2320'NO SEARCH WAS MADE FOR REFERENCE MARKS.
 SC2320
 SC2320                          STATION RECOVERY (1974)
 SC2320
 SC2320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SC2320'THE MARK IS ABOUT 10-1/2 MILES NORTHEAST OF ILWACO, 1 MILE NORTH OF
 SC2320'THE SOUTH END OF THE BRIDGE OVER THE NASELLE RIVER ON U.S. HIGHWAY
 SC2320'101, ON A MUD FLAT ON THE EAST SIDE OF THE NASELLE RIVER, 90 YARDS
 SC2320'NORTHWEST OF A ROAD FORK, 65 YARDS WEST OF A COUNTY ROAD AND NEAR
 SC2320'THE NORTH EDGE OF SECTION 15, T 11 N, R 10 W.
 SC2320'
 SC2320'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE
 SC2320'NASELLE RIVER ON U.S. HIGHWAY 101, (THIS BRIDGE IS 12 MILES
 SC2320'NORTHEAST BY THE HIGHWAY FROM LONG BEACH, AND 2 MILES WEST OF THE
 SC2320'INTERSECTION OF STATE HIGHWAY 4 AND U.S. HIGHWAY 101), GO NORTHERLY
 SC2320'ON A GRAVEL ROAD FOR 0.7 MILE TO A REVERSE Y, CONTINUE NORTH ALONG
 SC2320'THE ROAD FOR 60 YARDS, THEN WALK WEST ACROSS THE GRASSY MUD FLAT 65
 SC2320'YARDS TO THE STATION.
 SC2320'
 SC2320'THE STATION MARK, STAMPED FLAT 1939, IS A STANDARD DISK SET IN A
 SC2320'4-INCH SOIL PIPE WHICH PROJECTS 6 INCHES.  A METAL WITNESS POST WAS
 SC2320'SET 1 FOOT WEST OF THE MARK.
 SC2320'
 SC2320'NONE OF THE REFERENCE MARKS WERE FOUND, BUT A WIND AND RAIN STORM
 SC2320'ENDED WORK ON THIS BEFORE ANGLES WERE TURNED TO THE MARKS SO A
 SC2320'THOROUGH SEARCH WAS NOT MADE.
 SC2320'
 SC2320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 10-1/2 MILES
 SC2320'NORTHEAST OF ILWACO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2116 ***********************************************************************
 TR2116  DESIGNATION -  FLAT
 TR2116  PID         -  TR2116
 TR2116  STATE/COUNTY-  WA/SAN JUAN
 TR2116  USGS QUAD   -  SHAW ISLAND (1994)
 TR2116
 TR2116                         *CURRENT SURVEY CONTROL
 TR2116  ___________________________________________________________________
 TR2116* NAD 83(1991)-  48 33 03.09555(N)    122 55 11.00509(W)     ADJUSTED  
 TR2116* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2116  ___________________________________________________________________
 TR2116  LAPLACE CORR-          -6.32  (seconds)                    DEFLEC99
 TR2116  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TR2116
 TR2116  HORZ ORDER  -  SECOND
 TR2116
 TR2116.The horizontal coordinates were established by classical geodetic methods
 TR2116.and adjusted by the National Geodetic Survey in December 1991..
 TR2116
 TR2116.The orthometric height was scaled from a topographic map.
 TR2116
 TR2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2116
 TR2116.The geoid height was determined by GEOID03.
 TR2116
 TR2116;                    North         East     Units Scale Factor Converg.
 TR2116;SPC WA N     -   174,519.966   345,990.485   MT  0.99997080   -1 33 12.1
 TR2116;SPC WA N     -   572,570.92  1,135,137.12   sFT  0.99997080   -1 33 12.1
 TR2116;UTM  10      - 5,377,532.070   505,924.229   MT  0.99960043   +0 03 36.6
 TR2116
 TR2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2116!SPC WA N     -   1.00000304  x   0.99997080  =   0.99997384
 TR2116!UTM  10      -   1.00000304  x   0.99960043  =   0.99960347
 TR2116
 TR2116|---------------------------------------------------------------------|
 TR2116| PID    Reference Object                     Distance      Geod. Az  |
 TR2116|                                                           dddmmss.s |
 TR2116| CF8719 FLAT RM 1                             6.902 METERS 10927     |
 TR2116| CF8720 FLAT RM 2                             4.583 METERS 18245     |
 TR2116| TR2088 KENT RESET                          APPROX. 1.0 KM 1885117.8 |
 TR2116| TR2099 DANGER RESET                        APPROX. 5.0 KM 2285912.4 |
 TR2116| TR2112 TURN 2                              APPROX. 4.1 KM 2455318.8 |
 TR2116|---------------------------------------------------------------------|
 TR2116
 TR2116                          SUPERSEDED SURVEY CONTROL
 TR2116
 TR2116  NAD 83(1986)-  48 33 03.09735(N)    122 55 11.00763(W) AD(       ) 2
 TR2116  NAD 27      -  48 33 03.73500(N)    122 55 06.37800(W) AD(       ) 2
 TR2116
 TR2116.Superseded values are not recommended for survey control.
 TR2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2116.See file dsdata.txt to determine how the superseded data were derived.
 TR2116
 TR2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0592477532(NAD 83)
 TR2116_MARKER: DS = TRIANGULATION STATION DISK
 TR2116_SETTING: 80 = SET IN A BOULDER
 TR2116_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TR2116
 TR2116  HISTORY     - Date     Condition        Report By
 TR2116  HISTORY     - 1940     MONUMENTED       CGS
 TR2116  HISTORY     - 1953     GOOD             CGS
 TR2116  HISTORY     - 1973     GOOD             USGS
 TR2116
 TR2116                          STATION DESCRIPTION
 TR2116
 TR2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2116'NEAR THE END OF FLAT POINT, 2.0 NAUTICAL MILES FROM TURN ROCK LIGHT.
 TR2116'THIS IS A LOW SANDY POINT.  ALL MARKS ARE IN BOULDERS BURIED FLUSH
 TR2116'WITH THE SURFACE.  STATION IS INSIDE ALL DRIFTWOOD, 12 METERS FROM
 TR2116'THE WESTWARD HIGH-WATER LINE, 20 METERS FROM THE EXTREME HIGH
 TR2116'WATER END OF POINT AND 20 METERS FROM THE HIGH-WATER LINE AWAY FROM
 TR2116'UPRIGHT POINT, 30 METERS BACK FROM THE CENTER ON A PROJECTED LINE
 TR2116'THROUGH THE CENTER OF CANOE ISLAND IS A 30-INCH FIR.  FROM THE
 TR2116'STATION THE END OF THE POINT IS IN RANGE WITH THE N TANGENT OF
 TR2116'CANOE ISLAND.
 TR2116'
 TR2116'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 TR2116'DRILL HOLES IN BOULDERS.
 TR2116
 TR2116                          STATION RECOVERY (1953)
 TR2116
 TR2116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR2116'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 TR2116'DESCRIBED BY L.C.W. IN 1940.  A NEW DESCRIPTION FOLLOWS--
 TR2116'
 TR2116'STATION IS ON FLAT POINT, 2.0 MI. (NAUTICAL) NE OF TURN ROCK LIGHT,
 TR2116'A LOW SANDY POINT COVERED WITH GRASS AND A FEW TREES.  IT IS 5.0 M.
 TR2116'E OF THE STORM WATERLINE, 2.4 M. S OF A TELEPHONE POLE, 7.0 M. W OF
 TR2116'A LARGER POWER LINE POLE, AND 29.0 M. NW OF A 24-IN. FIR TREE (THE
 TR2116'NEAREST LARGE TREE TO THE STATION).  STATION MARK IS A STANDARD
 TR2116'BRONZE DISK, STAMPED FLAT 1940 AND WEDGED IN A DRILL HOLE IN A
 TR2116'BOULDER FLUSH WITH THE SURFACE.
 TR2116'
 TR2116'REFERENCE MARK 1 IS 2.1 M. S OF A POWER LINE POLE.  IT IS A
 TR2116'STANDARD DISK, STAMPED FLAT 1 1940 AND WEDGED IN A DRILL HOLE IN A
 TR2116'BOULDER FLUSH WITH THE SURFACE.
 TR2116'
 TR2116'REFERENCE MARK 2 IS 8.4 M. SW OF A POWER LINE POLE, AND 7.0 M. S
 TR2116'OF A TELEPHONE POLE.  IT IS A STANDARD DISK, STAMPED FLAT 2 1940 AND
 TR2116'WEDGED IN A DRILL HOLE IN A BOULDER FLUSH WITH THE SURFACE.
 TR2116'
 TR2116'THE FOLLOWING MEASUREMENTS, MADE TO THE REFERENCE MARKS, ARE IN
 TR2116'AGREEMENT WITH THE ORIGINAL DISTANCES--
 TR2116'
 TR2116'STATION TO REFERENCE MARK 1 IS 6.900 M. (22.63 FT.).
 TR2116'
 TR2116'STATION TO REFERENCE MARK 2 IS 4.586 M. (15.05 FT.).
 TR2116
 TR2116                          STATION RECOVERY (1973)
 TR2116
 TR2116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2116'ELEV. 6.0 ESTABLISHED BY PLANE TABLE TRAVERSE FROM WATER LINE AUG.
 TR2116'22, 1973.  RM NO. 2 HAS BEEN MOVED FROM ITS ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1240 ***********************************************************************
 SW1240  DESIGNATION -  FLAT
 SW1240  PID         -  SW1240
 SW1240  STATE/COUNTY-  WA/ADAMS
 SW1240  USGS QUAD   -  RITZVILLE SE (1967)
 SW1240
 SW1240                         *CURRENT SURVEY CONTROL
 SW1240  ___________________________________________________________________
 SW1240* NAD 83(1991)-  47 07 06.57708(N)    118 18 39.87881(W)     ADJUSTED  
 SW1240* NAVD 88     -       564.7    (meters)    1853.     (feet)  VERTCON   
 SW1240  ___________________________________________________________________
 SW1240  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 SW1240  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SW1240
 SW1240  HORZ ORDER  -  SECOND
 SW1240
 SW1240.The horizontal coordinates were established by classical geodetic methods
 SW1240.and adjusted by the National Geodetic Survey in December 1991..
 SW1240
 SW1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1240
 SW1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1240
 SW1240.The geoid height was determined by GEOID03.
 SW1240
 SW1240;                    North         East     Units Scale Factor Converg.
 SW1240;SPC WA S     -   200,730.331   666,083.963   MT  0.99995794   +1 35 24.1
 SW1240;SPC WA S     -   658,562.76  2,185,310.47   sFT  0.99995794   +1 35 24.1
 SW1240;UTM  11      - 5,219,165.886   400,545.792   MT  0.99972156   -0 57 38.8
 SW1240
 SW1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1240!SPC WA S     -   0.99991457  x   0.99995794  =   0.99987252
 SW1240!UTM  11      -   0.99991457  x   0.99972156  =   0.99963616
 SW1240
 SW1240|---------------------------------------------------------------------|
 SW1240| PID    Reference Object                     Distance      Geod. Az  |
 SW1240|                                                           dddmmss.s |
 SW1240| CF1456 FLAT RM 1                            10.963 METERS 08434     |
 SW1240| CF1457 FLAT RM 2                            17.520 METERS 18006     |
 SW1240| SW1239 SATER                               APPROX. 3.1 KM 2325003.9 |
 SW1240|---------------------------------------------------------------------|
 SW1240
 SW1240                          SUPERSEDED SURVEY CONTROL
 SW1240
 SW1240  NAD 83(1986)-  47 07 06.58943(N)    118 18 39.87182(W) AD(       ) 2
 SW1240  NAD 27      -  47 07 07.05300(N)    118 18 35.96900(W) AD(       ) 2
 SW1240  NGVD 29 (07/19/86)  563.6    (m)         1849.     (f) VERT ANG       
 SW1240
 SW1240.Superseded values are not recommended for survey control.
 SW1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1240.See file dsdata.txt to determine how the superseded data were derived.
 SW1240
 SW1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN0054619166(NAD 83)
 SW1240_MARKER: DS = TRIANGULATION STATION DISK
 SW1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1240
 SW1240  HISTORY     - Date     Condition        Report By
 SW1240  HISTORY     - 1956     MONUMENTED       CGS
 SW1240
 SW1240                          STATION DESCRIPTION
 SW1240
 SW1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SW1240'THE STATION IS ABOUT 3.5 MILES EAST OF RITZVILLE, ABOUT 3 MILES
 SW1240'SOUTH OF U.S. HIGHWAY 10, 395, AND ON THE RIGHT-OF-WAY OF A BLADED
 SW1240'DIRT ROAD.
 SW1240'
 SW1240'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 E
 SW1240'WITH U.S. HIGHWAY 10, 395 AND ADAMS STREET IN RITZVILLE, GO
 SW1240'SOUTHEAST ON HIGHWAY 11 E FOR 0.8 MILE TO A T-ROAD LEFT,
 SW1240'EAST.  TURN LEFT AND GO EAST FOR 2.0 MILES TO A
 SW1240'CROSSROAD.  CONTINUE EAST ON A BLADED DIRT ROAD FOR 0.4 MILE TO
 SW1240'THE TOP OF A GRADE AND THE STATION ON THE LEFT.
 SW1240'
 SW1240'THE STATION IS A STANDARD DISK STAMPED FLAT 1956.  IT IS CEMENTED
 SW1240'IN THE TOP OF A SQUARE CONCRETE POST SET IN THE GROUND AND
 SW1240'PROJECTING 4 INCHES.  THE MARK IS 27 FEET NORTH OF THE CENTER OF
 SW1240'A BLADED DIRT ROAD, 5.5 FEET WEST OF A WHITE WITNESS POST AND 4
 SW1240'FEET SOUTH OF A WIRE FENCE.
 SW1240'
 SW1240'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FLAT NO 1 1956.  IT
 SW1240'IS CEMENTED IN THE TOP OF A SQUARE CONCRETE POST SET IN THE
 SW1240'GROUND AND PROJECTING 4 INCHES.  THE MARK IS 30 FEET NORTH OF THE
 SW1240'CENTER OF THE BLADED ROAD AND 1.5 FEET SOUTH OF A WIRE FENCE.
 SW1240'
 SW1240'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FLAT NO 2 1956.  IT
 SW1240'IS CEMENTED IN THE TOP OF A SQUARE CONCRETE POST SET IN THE
 SW1240'GROUND AND PROJECTING 4 INCHES.  THE MARK IS 29 FEET SOUTH OF THE
 SW1240'CENTER OF THE BLADED ROAD AND 1.5 FEET NORTH OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1377 ***********************************************************************
 SW1377  DESIGNATION -  FLAT
 SW1377  PID         -  SW1377
 SW1377  STATE/COUNTY-  WA/LINCOLN
 SW1377  USGS QUAD   -  DRAPER LAKE (1969)
 SW1377
 SW1377                         *CURRENT SURVEY CONTROL
 SW1377  ___________________________________________________________________
 SW1377* NAD 83(1991)-  47 35 18.41738(N)    118 40 01.76825(W)     ADJUSTED  
 SW1377* NAVD 88     -       650.3    (meters)    2134.     (feet)  VERTCON   
 SW1377  ___________________________________________________________________
 SW1377  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 SW1377  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 SW1377
 SW1377  HORZ ORDER  -  SECOND
 SW1377
 SW1377.The horizontal coordinates were established by classical geodetic methods
 SW1377.and adjusted by the National Geodetic Survey in December 1991..
 SW1377
 SW1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1377
 SW1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1377
 SW1377.The geoid height was determined by GEOID03.
 SW1377
 SW1377;                    North         East     Units Scale Factor Converg.
 SW1377;SPC WA N     -    67,717.919   662,909.071   MT  0.99998468   +1 36 45.9
 SW1377;SPC WA N     -   222,171.21  2,174,894.18   sFT  0.99998468   +1 36 45.9
 SW1377;UTM  11      - 5,271,906.323   374,653.228   MT  0.99979308   -1 13 51.8
 SW1377
 SW1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1377!SPC WA N     -   0.99990117  x   0.99998468  =   0.99988585
 SW1377!UTM  11      -   0.99990117  x   0.99979308  =   0.99969427
 SW1377
 SW1377|---------------------------------------------------------------------|
 SW1377| PID    Reference Object                     Distance      Geod. Az  |
 SW1377|                                                           dddmmss.s |
 SW1377| CF1455 FLAT RM 2                            15.854 METERS 01905     |
 SW1377| CF1453 FLAT AZ MK                                         0472815.5 |
 SW1377| CF1454 FLAT RM 1                            18.440 METERS 10320     |
 SW1377|---------------------------------------------------------------------|
 SW1377
 SW1377                          SUPERSEDED SURVEY CONTROL
 SW1377
 SW1377  NAD 83(1986)-  47 35 18.42879(N)    118 40 01.76094(W) AD(       ) 2
 SW1377  NAD 27      -  47 35 18.88600(N)    118 39 57.76400(W) AD(       ) 2
 SW1377  NGVD 29 (07/19/86)  649.1    (m)         2130.     (f) VERT ANG       
 SW1377
 SW1377.Superseded values are not recommended for survey control.
 SW1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1377.See file dsdata.txt to determine how the superseded data were derived.
 SW1377
 SW1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN7465371906(NAD 83)
 SW1377_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1377_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SW1377
 SW1377  HISTORY     - Date     Condition        Report By
 SW1377  HISTORY     - 1950     MONUMENTED       CGS
 SW1377  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SW1377  HISTORY     - 1968     SEE DESCRIPTION  USGS
 SW1377  HISTORY     - 1971     GOOD             NGS
 SW1377
 SW1377                          STATION DESCRIPTION
 SW1377
 SW1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1377'THE STATION IS LOCATED ON THE HIGHEST POINT OF A FLAT TOP, CULTIVATED
 SW1377'HILL, ABOUT 16 MILES NORTH NORTHEAST OF ODESSA, ABOUT 14 MILES SOUTH
 SW1377'SOUTHEAST OF WILBUR AND ABOUT 1 MILE EAST OF MR. MILLERS RANCH
 SW1377'BUILDINGS.
 SW1377'
 SW1377'TO REACH, FROM THE RAILROAD DEPOT IN ODESSA, GO NORTHERLY, ON STATE
 SW1377'HIGHWAY 4B, FOR 25.0 MILES TO FORKS AND WHEAT RIDGE GRANGE HALL.
 SW1377'TAKE RIGHT FORK, AND GO EAST 0.05 MILE TO CROSS ROADS.  TURN RIGHT,
 SW1377'AND GO SOUTHERLY 2.15 MILES TO FORKS.  TAKE LEFT FORK.  AND GO
 SW1377'EASTERLY 0.4 MILE TO SIDE ROAD RIGHT AND CATTLE GUARD.  TURN
 SW1377'RIGHT, AND PASS THROUGH CATTLE GUARD, AND GO SOUTH 0.85 MILE TO MR.
 SW1377'MILLERS RANCH BUILDINGS.  PASS THROUGH BARN YARD AND FOLLOW RANCH
 SW1377'ROAD, UP HILL, AND GO EASTERLY 1.15 MILES TO HIGHEST POINT OF HILL
 SW1377'AND THE STATION.
 SW1377'
 SW1377'THE STATION MARK IS A STANDARD DISK, STAMPED FLAT 1950, SET INTO
 SW1377'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER WHICH
 SW1377'IS ABOUT 15 INCHES BELOW THE SURFACE OF THE GROUND.
 SW1377'
 SW1377'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED FLAT NO 1 1950,
 SW1377'SET INTO THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SW1377'ABOUT 1 INCH AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 SW1377'
 SW1377'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED FLAT NO 2 1950,
 SW1377'SET INTO THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 SW1377'PROJECTS ABOUT 1 INCH AND IS ABOUT THE SAME ELEVATION AS THE
 SW1377'STATION.
 SW1377'
 SW1377'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FLAT 1950, SET INTO A
 SW1377'DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH WITH
 SW1377'SURROUNDING BEDROCK.  IT IS LOCATED 150 FEET SOUTH OF A DIRT ROAD AT
 SW1377'A POINT WHERE IT MAKES A SHARP LEFT TURN, ABOUT 100 FEET WEST OF A
 SW1377'NORTH-SOUTH FENCELINE.
 SW1377'
 SW1377'TO REACH, FROM MR. MILLERS RANCH BUILDINGS, GO NORTH, ON RANCH ROAD
 SW1377'0.85 TO CATTLE GUARD.  TURN RIGHT, ON DIRT ROAD, AND GO EAST 1.7
 SW1377'MILES TO WHERE THE DIRT ROAD MAKES A SHARP LEFT TURN AND THE
 SW1377'AZIMUTH MARK.
 SW1377
 SW1377                          STATION RECOVERY (1965)
 SW1377
 SW1377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SW1377'THE STATION IS IN SECTION 9, T. 24 N., R 33 E.
 SW1377'
 SW1377'THE STATION MARK AND THE REFERENCE MARKS WERE NOT FOUND.  THEY ARE ON
 SW1377'THE TOP OF A BROAD, FLAT, CULTIVATED RIDGE WITH NO DEFINITE PLACE TO
 SW1377'SEARCH.  ALVIN SCHMIERER NOW OWNS THE LAND, AND HIS FATHER WHO LIVES
 SW1377'ON THE LAND KNEW NOTHING ABOUT THE LOCATION OF THE MARKS.
 SW1377'
 SW1377'THE AZIMUTH MARK WAS RECOVERED.  IT IS NEAR THE NORTHEAST CORNER OF
 SW1377'SECTION 9, 70 YARDS SOUTH OF THE ROAD, 57 YARDS WEST-NORTHWEST OF
 SW1377'TWO POWER POLES 10 FEET APART, ON THE NORTH SIDE OF A 25-FOOT DEEP
 SW1377'RAVINE AND 12 YARDS EAST OF THE EAST EDGE OF A SHORT, SHALLOW DRAW.
 SW1377
 SW1377                          STATION RECOVERY (1968)
 SW1377
 SW1377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 SW1377'STATION MARK AND TWO REFERENCE MARKS WERE SEARCHED FOR AND NOT FOUND.
 SW1377'I BELIEVE THE TWO REFERENCE MARKS HAVE BEEN DESTROYED BUT THE
 SW1377'BURIED STATION MARK SHOULD NOT HAVE BEEN DESTROYED BY CULTIVATION.
 SW1377'NEW TO REACH DESCRIPTION--TO REACH FROM ODESSA DRIVE NORTH ON STATE
 SW1377'HIGHWAY 21 FOR 25 MI. TO ROAD FORK AT WHEAT RIDGE GRANGE HALL, CONT.
 SW1377'EAST FOR 0.05 MI. THEN SOUTH FOR 1.3 MI. TO ROAD FORK E OF POND.
 SW1377'HERE TAKE LEFT FORK AND GO E FOR 1.4 MI. TO SIDE ROAD ON RIGHT
 SW1377'LEADING TO ALVIN L. SCHMIERER RANCH.  TURN RIGHT SOUTH FOR .85 MI.
 SW1377'TO MR SCHMIERERS RANCH BLDGS PASS THROUGH BARNYARD BETWEEN BLDGS
 SW1377'AND FOLLOW RANCH ROAD TO EDGE OF FIELD.  HERE DRIVE OR WALK EASTERLY
 SW1377'FOR ABOUT 1 MILE TO HIGHEST POINT ON FLAT TOP AND STATION.
 SW1377'
 SW1377'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 SW1377'
 SW1377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN STATION LOCATED ON
 SW1377'THE HIGHEST POINT OF FLAT TOP, CULTIVATED HILL, ABOUT 16 MI. NE OF
 SW1377'ODESSA.
 SW1377
 SW1377                          STATION RECOVERY (1971)
 SW1377
 SW1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SW1377'THIS STATION WAS SEARCHED FOR IN 1965 AND AGAIN IN 1968.  BOTH TIMES
 SW1377'ONLY THE AZIMUTH MARK WAS FOUND.  IT IS VERY POSSIBLE THE REFERENCE
 SW1377'MARKS ARE GONE, BUT VERY DOUBTFUL THAT THE STATION MARK, WHICH WAS
 SW1377'15 INCHES UNDERGROUND, HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1948 ***********************************************************************
 SA1948  DESIGNATION -  FLAT
 SA1948  PID         -  SA1948
 SA1948  STATE/COUNTY-  WA/WALLA WALLA
 SA1948  USGS QUAD   -  EUREKA (1991)
 SA1948
 SA1948                         *CURRENT SURVEY CONTROL
 SA1948  ___________________________________________________________________
 SA1948* NAD 83(1991)-  46 17 51.37466(N)    118 37 00.54508(W)     ADJUSTED  
 SA1948* NAVD 88     -       331.99   (+/-2cm)    1089.2    (feet)  VERTCON   
 SA1948  ___________________________________________________________________
 SA1948  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 SA1948  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SA1948
 SA1948  HORZ ORDER  -  THIRD
 SA1948  VERT ORDER  -  THIRD ? (See Below)
 SA1948
 SA1948.The horizontal coordinates were established by classical geodetic methods
 SA1948.and adjusted by the National Geodetic Survey in December 1991..
 SA1948
 SA1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA1948.The vertical order pertains to the NGVD 29 superseded value.
 SA1948
 SA1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1948
 SA1948.The geoid height was determined by GEOID03.
 SA1948
 SA1948;                    North         East     Units Scale Factor Converg.
 SA1948;SPC WA S     -   108,910.012   645,069.058   MT  0.99992712   +1 22 04.6
 SA1948;SPC WA S     -   357,315.60  2,116,364.07   sFT  0.99992712   +1 22 04.6
 SA1948;UTM  11      - 5,128,384.511   375,479.659   MT  0.99979060   -1 10 08.4
 SA1948
 SA1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1948!SPC WA S     -   0.99995131  x   0.99992712  =   0.99987844
 SA1948!UTM  11      -   0.99995131  x   0.99979060  =   0.99974192
 SA1948
 SA1948:                Primary Azimuth Mark                     Grid Az
 SA1948:SPC WA S     -  1061                                     000 02 32.7
 SA1948:UTM  11      -  1061                                     002 34 45.7
 SA1948
 SA1948|---------------------------------------------------------------------|
 SA1948| PID    Reference Object                     Distance      Geod. Az  |
 SA1948|                                                           dddmmss.s |
 SA1948| SA0406 1061                                APPROX. 0.6 KM 0012437.3 |
 SA1948| SA1951 FLAT AZ MK                          APPROX. 0.6 KM 0014208.4 |
 SA1948| CF5289 FLAT RM 1                             8.680 METERS 00922     |
 SA1948| SA1940 ELWOOD STATION GRAIN ELEVATOR       APPROX.12.2 KM 0394327.6 |
 SA1948| CF5290 FLAT RM 2                            15.009 METERS 09411     |
 SA1948| RB1351 AIRWAY BN 21 WSW MILTON FREEW       APPROX.44.4 KM 1760844.4 |
 SA1948| SA1950 EUREKA WALLA WALLA GRAIN ELEV       APPROX. 0.8 KM 3423435.9 |
 SA1948|---------------------------------------------------------------------|
 SA1948
 SA1948                          SUPERSEDED SURVEY CONTROL
 SA1948
 SA1948  NAD 83(1991)-  46 17 51.37555(N)    118 37 00.54620(W) AD(       ) 3
 SA1948  NAD 83(1986)-  46 17 51.38174(N)    118 37 00.53686(W) AD(       ) 3
 SA1948  NAD 27      -  46 17 51.89100(N)    118 36 56.59330(W) AD(       ) 3
 SA1948  NGVD 29 (07/19/86)  330.99   (m)         1085.9    (f) LEVELING    3  
 SA1948
 SA1948.Superseded values are not recommended for survey control.
 SA1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1948.See file dsdata.txt to determine how the superseded data were derived.
 SA1948
 SA1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7548028385(NAD 83)
 SA1948_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SA1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1948
 SA1948  HISTORY     - Date     Condition        Report By
 SA1948  HISTORY     - 1964     MONUMENTED       CGS
 SA1948  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SA1948  HISTORY     - 1979     GOOD             NGS
 SA1948  HISTORY     - 20040215 POOR             GEOCAC
 SA1948
 SA1948                          STATION DESCRIPTION
 SA1948
 SA1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 SA1948'THE STATION IS LOCATED ABOUT 17 MILES NORTH OF TOUCHET, 14 MILES
 SA1948'WEST OF PRESCOTT, 6-1/2 MILES EAST OF ICE HARBOR LAKE (SNAKE RIVER),
 SA1948'1/2 MILE SOUTHEAST OF EUREKA, ON THE CREST OF A LOW HILL, ON THE
 SA1948'RIGHT-OF-WAY OF A COUNTY ROAD.
 SA1948'
 SA1948'TO REACH THE STATION FROM THE EUREKA STORE AND POST OFFICE IN
 SA1948'EUREKA, GO EAST FOR 0.2 MILE TO A T ROAD AND THE AZIMUTH MARK.
 SA1948'TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO THE CREST OF A LOW HILL AND
 SA1948'THE STATION ON THE RIGHT.
 SA1948'
 SA1948'THE STATION MARK IS A STANDARD DISK, STAMPED FLAT 1964, CEMENTED IN
 SA1948'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 SA1948'INCHES ABOVE THE GROUND.  IT IS ABOUT 33 YARDS NORTHWEST OF THE
 SA1948'HIGHEST POINT OF THE ROAD, 27 FEET WEST OF THE CENTER OF THE ROAD,
 SA1948'3.0 FEET NORTHEAST OF POWER LINE POLE NUMBER 544 L/26, AND ABOUT 5
 SA1948'FEET ABOVE THE LEVEL OF THE ROAD.
 SA1948'
 SA1948'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLAT NO 1 1964,
 SA1948'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 SA1948'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 31.5 FEET NORTH OF POWER
 SA1948'LINE POLE NUMBER 544 L/26, 22 FEET WEST OF THE CENTER OF THE ROAD,
 SA1948'2.0 FEET SOUTH OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD
 SA1948'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 SA1948'
 SA1948'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLAT NO 2 1964,
 SA1948'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 SA1948'FLUSH WITH THE GROUND.  IT IS 23 FEET EAST OF THE CENTER OF THE
 SA1948'ROAD, 2.5 FEET NORTH OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN
 SA1948'THE ROAD AND ABOUT LEVEL WITH THE STATION.
 SA1948'
 SA1948'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FLAT 1964, CEMENTED IN
 SA1948'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 SA1948'INCHES ABOVE THE GROUND.  IT IS 83.4 FEET SOUTHWEST OF THE SOUTHWEST
 SA1948'RAIL OF A RAILROAD TRACK, 65 FEET EAST OF SIGN EUREKA, 39 FEET
 SA1948'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 2.8 FEET NORTH OF A
 SA1948'WITNESS POST AND 2.2 FEET SOUTH OF A CORNER POWER LINE POLE.
 SA1948
 SA1948                          STATION RECOVERY (1974)
 SA1948
 SA1948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DSL)
 SA1948'RECOVERED AS DESCRIBED ALONG WITH RM1, RM2, AZ MK NOT SEARCHED FOR.
 SA1948'ALL WERE RECOVERED IN GOOD CONDITION.
 SA1948
 SA1948                          STATION RECOVERY (1979)
 SA1948
 SA1948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SA1948'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 SA1948'RECOVERED IN GOOD CONDITION A SHORTER DISTANCE OF 0.097 METER TO RM 1
 SA1948'AND 0.011 METER TO RM 2 WERE NOTED THE DIRECTION TO THE REFERENCE
 SA1948'MARKS COMPARED FAVORABLY WITH THE 1964 DATA.  THE STATION MAY BE
 SA1948'DISTURBED BY ROAD CONSTRUCTION ON STATE HIGHWAY 124.  A NEW
 SA1948'DESCRIPTION FOLLOWS
 SA1948'
 SA1948'THE STATION IS LOCATED ABOUT 17 MILES NORTH OF TOUCHET, 14 MILES WEST
 SA1948'OF PRESCOTT 0.05 MILE SOUTHEAST OF EUREKA AND ON COUNTY ROAD RIGHT OF
 SA1948'WAY THAT IS UNDER CULTIVATION.
 SA1948'
 SA1948'TO REACH THE STATION FROM THE GRAIN ELEVATOR IN EUREKA GO EAST FOR
 SA1948'0.5 MILE TO A T-INTERSECTION AND BM 1061 USGS AND THE AZIMUTH MARK,
 SA1948'TURN RIGHT AND GO SOUTH ON THE SURFACED ROAD FOR 0.45 MILE TO THE
 SA1948'CREST OF THE HILL AND THE STATION ON THE RIGHT.
 SA1948'
 SA1948'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SA1948'STAMPED---FLAT 1964---SET INTO THE TOP OF A SQUARE CONCRETE
 SA1948'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 5 CM (2 INCHES) ABOVE
 SA1948'THE GROUND LOCATED 8.2 METERS (27 FEET) W FROM THE CENTER OF THE
 SA1948'ROAD, 0.9 METER (3 FEET) NE FROM A TELEPHONE POLE, AND 1.5 METERS (5
 SA1948'FEET) FROM ABOVE THE ROAD.
 SA1948'
 SA1948'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SA1948'NOS) DISK STAMPED---FLAT NO 1 1964---SET INTO THE TOP OF A SQUARE
 SA1948'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND
 SA1948'LOCATED 9.8 METERS (32 FEET) N FROM A TELEPHONE POLE, 6.7 METERS (22
 SA1948'FEET) W FROM THE CENTER OF THE ROAD, 0.6 METER (2 FEET) S FROM A
 SA1948'WITNESS POST, 1.2 METERS (4 FEET) FROM ABOVE THE ROAD, AND 0.3
 SA1948'METER (1 FOOT) LOWER THAN THE STATION.
 SA1948'
 SA1948'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SA1948'NOS) DISK STAMPED---FLAT NO 2 1964---SET INTO THE TOP OF A SQUARE
 SA1948'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND
 SA1948'LOCATED 7.0 METERS (23 FEET) E FROM THE CENTER OF THE ROAD, 0.6 METER
 SA1948'(2 FEET) N FROM A METAL WITNESS POST, 1.5 METERS (5 FEET) FROM
 SA1948'ABOVE THE ROAD, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 SA1948'
 SA1948'REFERENCE MARK NO. 2 IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 SA1948'---1061 WASH---RIVETED TO THE TOP OF A 3-INCH IRON PIPE THAT
 SA1948'PROJECTS 1 FT ABOVE THE GROUND.  IT IS LOCATED 9.4 METERS (31 FEET) E
 SA1948'FROM THE CENTER OF THE ROAD, 13.1 METERS (43 FEET) NNW FROM POWER
 SA1948'POLE 581, 16.2 METERS (53 FEET) S FROM THE CENTER LINE OF THE
 SA1948'RAILROAD TRACK, AND 0.9 METER (3 FEET) S FROM A 4 X 4 WITNESS POST.
 SA1948'
 SA1948'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SA1948'NOS) DISK STAMPED---FLAT 1964---SET INTO THE TOP OF A SQUARE
 SA1948'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 8 CM (3
 SA1948'INCHES) ABOVE THE GROUND LOCATED 26.2 METERS (86 FEET) S FROM THE
 SA1948'CENTERLINE OF THE RAILROAD TRACK, 11.9 METERS (39 FEET) E FROM THE
 SA1948'CENTER OF THE ROAD, AND 0.9 METER (3 FEET) N FROM A METAL WITNESS
 SA1948'POST.
 SA1948'
 SA1948'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE SURFACED
 SA1948'ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT JUST BEFORE REACHING THE
 SA1948'RAILROAD AND THE AZIMUTH MARK AND BENCH MARK ON THE RIGHT.
 SA1948
 SA1948                          STATION RECOVERY (2004)
 SA1948
 SA1948'RECOVERY NOTE BY GEOCACHING 2004 (JLH)
 SA1948'STATION DISK IN PLACE. CONCRETE MONUMENT FOUNDATION EAST SIDE IS
 SA1948'TOTALLY ESPOSED BY ROAD GRADING OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2318 ***********************************************************************
 SA2318  DESIGNATION -  FLAT
 SA2318  PID         -  SA2318
 SA2318  STATE/COUNTY-  WA/FRANKLIN
 SA2318  USGS QUAD   -  WOODED ISLAND (1992)
 SA2318
 SA2318                         *CURRENT SURVEY CONTROL
 SA2318  ___________________________________________________________________
 SA2318* NAD 83(1991)-  46 26 01.66413(N)    119 15 20.22903(W)     ADJUSTED  
 SA2318* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 SA2318  ___________________________________________________________________
 SA2318  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 SA2318  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SA2318
 SA2318  HORZ ORDER  -  SECOND
 SA2318
 SA2318.The horizontal coordinates were established by classical geodetic methods
 SA2318.and adjusted by the National Geodetic Survey in December 1991..
 SA2318
 SA2318.The orthometric height was scaled from a topographic map.
 SA2318
 SA2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2318
 SA2318.The geoid height was determined by GEOID03.
 SA2318
 SA2318;                    North         East     Units Scale Factor Converg.
 SA2318;SPC WA S     -   123,070.156   595,625.972   MT  0.99991807   +0 54 14.1
 SA2318;SPC WA S     -   403,772.67  1,954,149.54   sFT  0.99991807   +0 54 14.1
 SA2318;UTM  11      - 5,144,719.124   326,714.307   MT  0.99996912   -1 38 05.2
 SA2318
 SA2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2318!SPC WA S     -   0.99998552  x   0.99991807  =   0.99990359
 SA2318!UTM  11      -   0.99998552  x   0.99996912  =   0.99995464
 SA2318
 SA2318                          SUPERSEDED SURVEY CONTROL
 SA2318
 SA2318  NAD 83(1991)-  46 26 01.66580(N)    119 15 20.22293(W) AD(       ) 2
 SA2318  NAD 83(1986)-  46 26 01.67305(N)    119 15 20.21957(W) AD(       ) 2
 SA2318  NAD 27      -  46 26 02.18100(N)    119 15 16.16200(W) AD(       ) 2
 SA2318
 SA2318.Superseded values are not recommended for survey control.
 SA2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2318.See file dsdata.txt to determine how the superseded data were derived.
 SA2318
 SA2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2671444719(NAD 83)
 SA2318_MARKER: Z = SEE DESCRIPTION
 SA2318_SETTING: 0 = UNSPECIFIED SETTING
 SA2318_STAMPING: FLAT 1949
 SA2318_MARK LOGO: USE   
 SA2318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2318
 SA2318  HISTORY     - Date     Condition        Report By
 SA2318  HISTORY     - 1949     MONUMENTED       USE
 SA2318  HISTORY     - 1974     SEE DESCRIPTION  USGS
 SA2318
 SA2318                          STATION DESCRIPTION
 SA2318
 SA2318'DESCRIBED BY US ENGINEERS 1949 (WRG)
 SA2318'BEGIN AT INTERSECTION OF N. 4TH AVE. AND W. LEWIS ST.  GO NORTH
 SA2318'ALONG 4TH AVE. 0.8 MILES.  TURN LEFT, GO WEST 4.1 MILES.  TURN
 SA2318'RIGHT, GO NORTHERLY 14.6 MILES.  LEAVE CAR, GO WEST TOWARD RIVER
 SA2318'FROM ROAD, ABOUT 10 FT. TO STATION.
 SA2318'
 SA2318'LOCATED ON WEST EDGE OF ROADWAY, ABOUT 300 FT. EAST OF
 SA2318'RIVER.  BRONZE DISC SET IN CONCRETE MONUMENT STAMPED FLAT 1949.
 SA2318
 SA2318                          STATION RECOVERY (1974)
 SA2318
 SA2318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA2318'MONUMENT AND TABLET WERE FOUND LYING ON ITS SIDE AND UPROOTED FROM
 SA2318'ITS POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2393 ***********************************************************************
 SA2393  DESIGNATION -  FLAT
 SA2393  PID         -  SA2393
 SA2393  STATE/COUNTY-  WA/GRANT
 SA2393  USGS QUAD   -  ROYAL CITY (1986)
 SA2393
 SA2393                         *CURRENT SURVEY CONTROL
 SA2393  ___________________________________________________________________
 SA2393* NAD 83(1991)-  46 53 56.32493(N)    119 43 33.48689(W)     ADJUSTED  
 SA2393* NAVD 88     -       368.8    (meters)    1210.     (feet)  VERTCON   
 SA2393  ___________________________________________________________________
 SA2393  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 SA2393  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SA2393
 SA2393  HORZ ORDER  -  SECOND
 SA2393
 SA2393.The horizontal coordinates were established by classical geodetic methods
 SA2393.and adjusted by the National Geodetic Survey in December 1991..
 SA2393
 SA2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2393
 SA2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2393
 SA2393.The geoid height was determined by GEOID03.
 SA2393
 SA2393;                    North         East     Units Scale Factor Converg.
 SA2393;SPC WA S     -   174,312.797   558,975.500   MT  0.99992959   +0 33 44.1
 SA2393;SPC WA S     -   571,891.23  1,833,905.45   sFT  0.99992959   +0 33 44.1
 SA2393;UTM  11      - 5,197,545.797   292,371.476   MT  1.00012988   -1 59 27.9
 SA2393
 SA2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2393!SPC WA S     -   0.99994548  x   0.99992959  =   0.99987507
 SA2393!UTM  11      -   0.99994548  x   1.00012988  =   1.00007535
 SA2393
 SA2393|---------------------------------------------------------------------|
 SA2393| PID    Reference Object                     Distance      Geod. Az  |
 SA2393|                                                           dddmmss.s |
 SA2393| CF5287 FLAT RM 1                             9.232 METERS 09524     |
 SA2393| CF5288 FLAT RM 2                             9.221 METERS 19153     |
 SA2393| CF5660 T16N R25E SECS 6 7 1/4 COR                         2691322.3 |
 SA2393| SA2394 T16N R25E SEC 5 SW CORNER USBR        9.063 METERS 28334     |
 SA2393| SA2438 COLUMBIA                            APPROX.17.4 KM 3064853.9 |
 SA2393|---------------------------------------------------------------------|
 SA2393
 SA2393                          SUPERSEDED SURVEY CONTROL
 SA2393
 SA2393  NAD 83(1986)-  46 53 56.33419(N)    119 43 33.47522(W) AD(       ) 2
 SA2393  NAD 27      -  46 53 56.84900(N)    119 43 29.33400(W) AD(       ) 2
 SA2393  NGVD 29 (07/19/86)  367.7    (m)         1206.     (f) VERT ANG       
 SA2393
 SA2393.Superseded values are not recommended for survey control.
 SA2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2393.See file dsdata.txt to determine how the superseded data were derived.
 SA2393
 SA2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9237197546(NAD 83)
 SA2393_MARKER: DS = TRIANGULATION STATION DISK
 SA2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2393
 SA2393  HISTORY     - Date     Condition        Report By
 SA2393  HISTORY     - 1948     MONUMENTED       CGS
 SA2393  HISTORY     - 1965     MARK NOT FOUND   USGS
 SA2393
 SA2393                          STATION DESCRIPTION
 SA2393
 SA2393'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WRH)
 SA2393'THE STATION IS IN THE CENTER OF A LARGE FLAT, GRASSY OPENING,
 SA2393'ABOUT 4 MILES NORTH AND 3 MILES WEST OF SYMRNA POST OFFICE, AND
 SA2393'ABOUT 1-1/2 MILES WEST OF STEEL POWER POLES NUMBER 767 AND 769.
 SA2393'
 SA2393'THE STATION IS A STANDARD DISK, STAMPED FLAT 1948, FLUSH WITH
 SA2393'THE GROUND.  IT IS 17.5 FEET EAST OF THE CENTER OF A TRACK ROAD,
 SA2393'AND 3.5 FEET SOUTHEAST OF A WITNESS POST.
 SA2393'
 SA2393'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED FLAT NO 1 1948,
 SA2393'PROJECTING 1 INCH ABOVE THE GROUND, AND THE SAME ELEVATION AS
 SA2393'THE STATION.
 SA2393'
 SA2393'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED FLAT NO 2
 SA2393'1948, FLUSH WITH THE GROUND, AND THE SAME ELEVATION AS THE STATION.
 SA2393'
 SA2393'THE AZIMUTH MARK IS A USBR 1/4 SECTION CORNER, STAMPED 1/4 S 6,
 SA2393'S 7, 1937, RIVETED TO A 1 INCH PIPE, AND PROJECTING 4 INCHES ABOVE
 SA2393'THE GROUND.  TO REACH FROM THE STATION GO WEST 0.4 MILE ON TRACK
 SA2393'ROAD.  TURN LEFT AND GO 100 FEET TO AZIMUTH MARK.  IT IS 10 INCHES
 SA2393'SOUTH OF WITNESS POST.
 SA2393'
 SA2393'SECTION CORNER 6, 5, 7, 8, T 16N, R 25 E, (USBR), STAMPED S 6, 5,
 SA2393'7, 8, 1937, IS A USBR DISK RIVETED TO A 2 INCH PIPE, PROJECTING 6
 SA2393'INCHES ABOVE THE GROUND.  IT IS 10 FEET WEST OF TRACK ROAD, AND
 SA2393'10 INCHES SOUTH SOUTHEAST OF WITNESS POST.
 SA2393'
 SA2393'TO REACH THE STATION FROM THE U.S. POST OFFICE IN QUINCY, GO SOUTH
 SA2393'ON HIGHWAY NO. 7 FOR 8.0 MILES TO THE JUNCTION WITH HIGHWAY
 SA2393'NO. 10.  KEEP RIGHT FORK ON NO. 7 AND GO 1.3 MILES TO A
 SA2393'FORK.  CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD, SOUTH, FOR 1.2
 SA2393'MILES TO HIGHWAY NO. 10.  CROSS HIGHWAY AND CONTINUE SOUTH FOR 5.8
 SA2393'MILES TO A FORK.  TURN LEFT, EAST, AND GO 3.3 MILES TO A
 SA2393'LARGE HOUSE ON THE RIGHT.  CONTINUE FOR 1.5 MILES TO A T
 SA2393'ROAD.  TURN RIGHT, UPHILL, AND GO 1.1 MILES TO A FORK JUST
 SA2393'AFTER CROSSING THE SADDLE OF A RIDGE.  TURN RIGHT AND GO
 SA2393'SOUTH FOR 5.0 MILES TO A CROSSROAD.  TURN LEFT ON TRACK ROAD
 SA2393'AND GO EAST FOR 2.0 MILES TO THE STATION ON THE RIGHT.
 SA2393
 SA2393                          STATION RECOVERY (1965)
 SA2393
 SA2393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SA2393'THE STATION WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2685 ***********************************************************************
 SC2685  DESIGNATION -  FLAT 1910
 SC2685  PID         -  SC2685
 SC2685  STATE/COUNTY-  WA/GRAYS HARBOR
 SC2685  USGS QUAD   -  HOQUIAM (1994)
 SC2685
 SC2685                         *CURRENT SURVEY CONTROL
 SC2685  ___________________________________________________________________
 SC2685* NAD 83(1991)-  46 58 43.50605(N)    123 54 16.82374(W)     ADJUSTED  
 SC2685* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SC2685  ___________________________________________________________________
 SC2685  LAPLACE CORR-          12.93  (seconds)                    DEFLEC99
 SC2685  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SC2685
 SC2685  HORZ ORDER  -  THIRD
 SC2685
 SC2685.The horizontal coordinates were established by classical geodetic methods
 SC2685.and adjusted by the National Geodetic Survey in December 1991..
 SC2685
 SC2685.The orthometric height was scaled from a topographic map.
 SC2685
 SC2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2685
 SC2685.The geoid height was determined by GEOID03.
 SC2685
 SC2685;                    North         East     Units Scale Factor Converg.
 SC2685;SPC WA S     -   188,480.751   241,047.978   MT  0.99993818   -2 28 23.3
 SC2685;SPC WA S     -   618,373.93    790,838.24   sFT  0.99993818   -2 28 23.3
 SC2685;UTM  10      - 5,203,200.017   431,194.625   MT  0.99965818   -0 39 41.2
 SC2685
 SC2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2685!SPC WA S     -   1.00000323  x   0.99993818  =   0.99994141
 SC2685!UTM  10      -   1.00000323  x   0.99965818  =   0.99966141
 SC2685
 SC2685:                Primary Azimuth Mark                     Grid Az
 SC2685:SPC WA S     -  BURNER B                                 117 53 26.7
 SC2685:UTM  10      -  BURNER B                                 116 04 44.6
 SC2685
 SC2685|---------------------------------------------------------------------|
 SC2685| PID    Reference Object                     Distance      Geod. Az  |
 SC2685|                                                           dddmmss.s |
 SC2685| SC2596 BURNER B                            APPROX. 2.4 KM 1152503.4 |
 SC2685| SC2695 BURNER A                            APPROX. 1.4 KM 1344222.5 |
 SC2685| SC2710 SIX                                 APPROX. 4.2 KM 1573715.5 |
 SC2685| SC2703 INDIAN 1910                         APPROX. 4.8 KM 1781936.1 |
 SC2685| SC2707 RED LIGHT                           APPROX. 1.9 KM 2124227.6 |
 SC2685| SD0387 TRY                                 APPROX.10.0 KM 2361240.6 |
 SC2685| SC2672 GRAYS HARBOR WHARF                  APPROX. 4.4 KM 2475500.4 |
 SC2685|---------------------------------------------------------------------|
 SC2685
 SC2685                          SUPERSEDED SURVEY CONTROL
 SC2685
 SC2685  NAD 83(1986)-  46 58 43.50057(N)    123 54 16.82376(W) AD(       ) 3
 SC2685  NAD 27      -  46 58 44.18000(N)    123 54 12.20000(W) AD(       ) 3
 SC2685
 SC2685.Superseded values are not recommended for survey control.
 SC2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2685.See file dsdata.txt to determine how the superseded data were derived.
 SC2685
 SC2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT3119503200(NAD 83)
 SC2685
 SC2685  HISTORY     - Date     Condition        Report By
 SC2685  HISTORY     - 1910     MONUMENTED       CGS
 SC2685  HISTORY     - 1935     SEE DESCRIPTION  USE
 SC2685  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SC2685
 SC2685                          STATION DESCRIPTION
 SC2685
 SC2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HWR)
 SC2685'STATION IS A REGULAR TRIPOD SIGNAL ON THE NORTH SHORE OF GRAYS HARBOR
 SC2685'AND ABOUT 1/2 MILE W OF HOQUIAM.  IT IS 27.90 METERS S OF NORTHERN
 SC2685'PACIFIC RAILROAD TRACK ON A FLAT GRASS-COVERED PIECE OF GROUND
 SC2685'ABOUT 25 METERS FROM HIGH-WATER MARK AND ABOUT TWO FEET ABOVE
 SC2685'HIGH-WATER MARK.
 SC2685'
 SC2685'SUB-SURFACE MARK IS A PINT BEER BOTTLE, TOP OF WHICH IS 2 FEET UNDER
 SC2685'THE SURFACE.
 SC2685'
 SC2685'SURFACE MARK IS A COPPER TACK IN THE TOP OF A SPRUCE HUB 6- BY
 SC2685'12-INCHES BY 1.9 FEET.
 SC2685'
 SC2685'REFERENCE MARK NO.1 IS THE RAILROAD TRACK, THE NEARER RAIL BEING
 SC2685'27.90 METERS DISTANT, BEARING N 10 DEGREES W.
 SC2685'
 SC2685'REFERENCE MARK NO.2 IS A TRIANGLE OF NAILS IN A BLAZED FIR TREE 2
 SC2685'FEET 2 INCHES IN DIAMETER, 48.30 METERS DISTANT, BEARING S 88
 SC2685'DEGREES W.
 SC2685'
 SC2685'STATION BRACK S 66 DEGREES W (MAG.).
 SC2685'
 SC2685'STATION HOQUIAM N 66 DEGREES E (MAG.).
 SC2685'
 SC2685'FLAGPOLE HOTEL AT HOQUIAM S 87-1/2 DEGREES E (MAG.).
 SC2685'
 SC2685'STATION INDIAN S 26 DEGREES E (MAG.).
 SC2685'
 SC2685'END OF GRAYS HARBOR CITY WHARF S 41 DEGREES W. (MAG.).
 SC2685
 SC2685                          STATION RECOVERY (1935)
 SC2685
 SC2685'RECOVERY NOTE BY US ENGINEERS 1935
 SC2685'STATION BELIEVED DESTROYED.
 SC2685
 SC2685                          STATION RECOVERY (1952)
 SC2685
 SC2685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CWC)
 SC2685'A BRIEF SEARCH WAS MADE OF THE AREA AND NEITHER THE STATION NOR
 SC2685'REFERENCE MARK 2 WAS FOUND.  THE RAILROAD TRACK IS STILL IN
 SC2685'EXISTENCE.  THE AREA IS BEING FILLED AND THE STATION MAY STILL EXIST
 SC2685'AND BE BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2305 ***********************************************************************
 TR2305  DESIGNATION -  FLAT 2
 TR2305  PID         -  TR2305
 TR2305  STATE/COUNTY-  WA/SAN JUAN
 TR2305  USGS QUAD   -  STUART ISLAND (1994)
 TR2305
 TR2305                         *CURRENT SURVEY CONTROL
 TR2305  ___________________________________________________________________
 TR2305* NAD 83(1991)-  48 39 49.34425(N)    123 10 13.92614(W)     ADJUSTED  
 TR2305* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 TR2305  ___________________________________________________________________
 TR2305  LAPLACE CORR-          -8.93  (seconds)                    DEFLEC99
 TR2305  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 TR2305
 TR2305  HORZ ORDER  -  THIRD
 TR2305
 TR2305.The horizontal coordinates were established by classical geodetic methods
 TR2305.and adjusted by the National Geodetic Survey in December 1991..
 TR2305
 TR2305.The orthometric height was scaled from a topographic map.
 TR2305
 TR2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2305
 TR2305.The geoid height was determined by GEOID03.
 TR2305
 TR2305;                    North         East     Units Scale Factor Converg.
 TR2305;SPC WA N     -   187,594.823   327,862.960   MT  0.99998765   -1 44 24.3
 TR2305;SPC WA N     -   615,467.35  1,075,663.73   sFT  0.99998765   -1 44 24.3
 TR2305;UTM  10      - 5,390,086.782   487,442.880   MT  0.99960194   -0 07 41.0
 TR2305
 TR2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2305!SPC WA N     -   1.00000219  x   0.99998765  =   0.99998984
 TR2305!UTM  10      -   1.00000219  x   0.99960194  =   0.99960413
 TR2305
 TR2305:                Primary Azimuth Mark                     Grid Az
 TR2305:SPC WA N     -  BATTLESHIP                               196 04 06.0
 TR2305:UTM  10      -  BATTLESHIP                               194 27 22.7
 TR2305
 TR2305|---------------------------------------------------------------------|
 TR2305| PID    Reference Object                     Distance      Geod. Az  |
 TR2305|                                                           dddmmss.s |
 TR2305| TR2254 BATTLESHIP                          APPROX. 4.5 KM 1941941.7 |
 TR2305| CF8722 FLAT 2 RM 2                          10.701 METERS 27844     |
 TR2305| CF8721 FLAT 2 RM 1                          11.470 METERS 35418     |
 TR2305|---------------------------------------------------------------------|
 TR2305
 TR2305                          SUPERSEDED SURVEY CONTROL
 TR2305
 TR2305  NAD 83(1986)-  48 39 49.34452(N)    123 10 13.92616(W) AD(       ) 3
 TR2305  NAD 27      -  48 39 49.98800(N)    123 10 09.23400(W) AD(       ) 3
 TR2305
 TR2305.Superseded values are not recommended for survey control.
 TR2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2305.See file dsdata.txt to determine how the superseded data were derived.
 TR2305
 TR2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU8744390087(NAD 83)
 TR2305_MARKER: DS = TRIANGULATION STATION DISK
 TR2305_SETTING: 66 = SET IN ROCK OUTCROP
 TR2305_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TR2305
 TR2305  HISTORY     - Date     Condition        Report By
 TR2305  HISTORY     - 1942     MONUMENTED       CGS
 TR2305  HISTORY     - 1950     GOOD             CGS
 TR2305  HISTORY     - 20010806 GOOD             USPSQD
 TR2305
 TR2305                          STATION DESCRIPTION
 TR2305
 TR2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (CMD)
 TR2305'STATION IS LOCATED IN HARO STRAIT ON STUART ISLAND AT THE SE
 TR2305'ENTRANCE TO REID HARBOR, ABOUT 2 MILES SE OF TURN PT. LIGHTHOUSE, ON
 TR2305'THE NEAREST POINT E OF GOSSIP ID.  THE STATION IS A BRONZE DISK SET
 TR2305'IN A DRILL HOLE IN TOP OF A FLAT CONGLOMERATE BEDROCK SURFACE, 77
 TR2305'FEET W OF A SMALL BIGHT, AND 31.0 FEET N FROM HIGH-WATER LINE IN
 TR2305'RANGE WITH BATTLESHIP ID.  THERE IS A LARGE GRANITE BOULDER 37.6 FEET
 TR2305'N OF STATION IN A WIDE SOIL AND GRASS COVERED TROUGH OR GROOVE IN
 TR2305'WHICH IS SET REFERENCE MARK NO. 1.
 TR2305'
 TR2305'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN A DRILL HOLE IN A
 TR2305'LARGE GRANITE BOULDER IN A WIDE, SOIL AND GRASS COVERED, TROUGH 37.6
 TR2305'FEET N OF STATION.
 TR2305'
 TR2305'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN A DRILL HOLE IN
 TR2305'CONGLOMERATE BEDROCK SURFACE 35.1 FEET W OF STATION AND ABOUT 2 FEET
 TR2305'LOWER AND ABOUT 31 FEET N FROM HIGH-WATER LINE TOWARD BATTLESHIP
 TR2305'ID.
 TR2305
 TR2305                          STATION RECOVERY (1950)
 TR2305
 TR2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2305'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2305'CONDITION.
 TR2305'
 TR2305'ON THE E SIDE OF STUART ISLAND, ON THE E SIDE OF THE ENTRANCE TO
 TR2305'REID HARBOR, ON A ROUNDED HEADLAND OF CONGLOMERATE ROCK WHICH
 TR2305'PROJECTS TOWARD AN ISLET IN THE MOUTH OF REID HARBOR, 77 FEET W OF A
 TR2305'SMALL BIGHT, 31 FEET N OF THE HIGH-WATER LINE, 38 FEET S OF A LARGE
 TR2305'GRANITE BOULDER.  STATION MARK IS A BRONZE STATION DISK STAMPED
 TR2305'FLAT 2 1942 CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE.
 TR2305'
 TR2305'R.M. 1 IS N OF THE STATION, ON A GRANITE BOULDER WHICH IS SET IN A
 TR2305'SOIL AND GRASS-COVERED TROUGH AND PROJECTS ABOUT 1-1/2 FEET ABOVE
 TR2305'THE GROUND.  IT IS A BRONZE REFERENCE DISK, STAMPED FLAT 2 NO 1 1942
 TR2305'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE.
 TR2305'
 TR2305'R.M. 2 IS W OF AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS A
 TR2305'BRONZE REFERENCE DISK STAMPED FLAT 2 NO 2 1942 CEMENTED IN A DRILL
 TR2305'HOLE FLUSH WITH THE SURFACE.
 TR2305'
 TR2305'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2305
 TR2305                          STATION RECOVERY (2001)
 TR2305
 TR2305'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 TR2305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1951 ***********************************************************************
 SA1951  DESIGNATION -  FLAT AZ MK
 SA1951  PID         -  SA1951
 SA1951  STATE/COUNTY-  WA/WALLA WALLA
 SA1951  USGS QUAD   -  EUREKA (1991)
 SA1951
 SA1951                         *CURRENT SURVEY CONTROL
 SA1951  ___________________________________________________________________
 SA1951* NAD 83(1991)-  46 18 11.28988(N)    118 36 59.69107(W)     ADJUSTED  
 SA1951* NAVD 88     -       323.45   (meters)    1061.2    (feet)  RESET     
 SA1951  ___________________________________________________________________
 SA1951  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 SA1951  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SA1951
 SA1951  HORZ ORDER  -  THIRD
 SA1951  VERT ORDER  -  THIRD
 SA1951
 SA1951.The horizontal coordinates were established by classical geodetic methods
 SA1951.and adjusted by the National Geodetic Survey in December 1991..
 SA1951.No horizontal observational check was made to the station.
 SA1951
 SA1951.The orthometric height was computed from unverified reset data.
 SA1951.No vertical observational check was made to the station.
 SA1951
 SA1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1951
 SA1951.The geoid height was determined by GEOID03.
 SA1951
 SA1951;                    North         East     Units Scale Factor Converg.
 SA1951;SPC WA S     -   109,525.150   645,072.648   MT  0.99992664   +1 22 05.2
 SA1951;SPC WA S     -   359,333.76  2,116,375.85   sFT  0.99992664   +1 22 05.2
 SA1951;UTM  11      - 5,128,998.804   375,510.470   MT  0.99979051   -1 10 08.2
 SA1951
 SA1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1951!SPC WA S     -   0.99995265  x   0.99992664  =   0.99987930
 SA1951!UTM  11      -   0.99995265  x   0.99979051  =   0.99974317
 SA1951
 SA1951:                Primary Azimuth Mark                     Grid Az
 SA1951:SPC WA S     -  FLAT                                     180 20 03.9
 SA1951:UTM  11      -  FLAT                                     182 52 17.3
 SA1951
 SA1951|---------------------------------------------------------------------|
 SA1951| PID    Reference Object                     Distance      Geod. Az  |
 SA1951|                                                           dddmmss.s |
 SA1951| SA1948 FLAT                                APPROX. 0.6 KM 1814209.1 |
 SA1951| SA1950 EUREKA WALLA WALLA GRAIN ELEV       272.787 METERS 29456     |
 SA1951| SA0406 1061                                 14.011 METERS 34829     |
 SA1951|---------------------------------------------------------------------|
 SA1951
 SA1951                          SUPERSEDED SURVEY CONTROL
 SA1951
 SA1951  NAD 83(1991)-  46 18 11.29077(N)    118 36 59.69223(W) AD(       ) 3
 SA1951  NAD 83(1986)-  46 18 11.29690(N)    118 36 59.68284(W) AD(       ) 3
 SA1951  NAD 27      -  46 18 11.80626(N)    118 36 55.73793(W) AD(       ) 3
 SA1951  NGVD 29 (12/17/02)  322.45   (m)         1057.9    (f) RESET       3  
 SA1951
 SA1951.Superseded values are not recommended for survey control.
 SA1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1951.See file dsdata.txt to determine how the superseded data were derived.
 SA1951
 SA1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7551028999(NAD 83)
 SA1951_MARKER: DZ = AZIMUTH MARK DISK
 SA1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1951_SP_SET: CONCRETE POST
 SA1951_STAMPING: FLAT 1964
 SA1951_MARK LOGO: NGS   
 SA1951_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1951+STABILITY: SURFACE MOTION
 SA1951
 SA1951  HISTORY     - Date     Condition        Report By
 SA1951  HISTORY     - 1964     MONUMENTED
 SA1951  HISTORY     - 19791024 GOOD             NGS
 SA1951
 SA1951                          STATION DESCRIPTION
 SA1951
 SA1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SA1951'0.2 MILES (0.3 KM) EAST OF THE GRAIN ELEVATOR AT EUREKA TO A
 SA1951'T-INTERSECTION AND THE MARK, 86.0 FEET (26.2 M) SOUTH OF THE CENTER
 SA1951'OF THE RAILROAD TRACK, 39 FEET (11.9 M) EAST OF THE CENTERLINE OF THE
 SA1951'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2120 ***********************************************************************
 TR2120  DESIGNATION -  FLAT POINT 1889
 TR2120  PID         -  TR2120
 TR2120  STATE/COUNTY-  WA/SAN JUAN
 TR2120  USGS QUAD   -  SHAW ISLAND (1994)
 TR2120
 TR2120                         *CURRENT SURVEY CONTROL
 TR2120  ___________________________________________________________________
 TR2120* NAD 83(1991)-  48 33 03.56898(N)    122 55 10.75920(W)     ADJUSTED  
 TR2120* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2120  ___________________________________________________________________
 TR2120  LAPLACE CORR-          -6.32  (seconds)                    DEFLEC99
 TR2120  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TR2120
 TR2120  HORZ ORDER  -  THIRD
 TR2120
 TR2120.The horizontal coordinates were established by classical geodetic methods
 TR2120.and adjusted by the National Geodetic Survey in December 1991..
 TR2120
 TR2120.The orthometric height was scaled from a topographic map.
 TR2120
 TR2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2120
 TR2120.The geoid height was determined by GEOID03.
 TR2120
 TR2120;                    North         East     Units Scale Factor Converg.
 TR2120;SPC WA N     -   174,534.447   345,995.922   MT  0.99997081   -1 33 11.9
 TR2120;SPC WA N     -   572,618.43  1,135,154.95   sFT  0.99997081   -1 33 11.9
 TR2120;UTM  10      - 5,377,546.694   505,929.254   MT  0.99960043   +0 03 36.8
 TR2120
 TR2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2120!SPC WA N     -   1.00000304  x   0.99997081  =   0.99997385
 TR2120!UTM  10      -   1.00000304  x   0.99960043  =   0.99960347
 TR2120
 TR2120:                Primary Azimuth Mark                     Grid Az
 TR2120:SPC WA N     -  BAY RESET                                353 36 36.4
 TR2120:UTM  10      -  BAY RESET                                351 59 47.7
 TR2120
 TR2120|---------------------------------------------------------------------|
 TR2120| PID    Reference Object                     Distance      Geod. Az  |
 TR2120|                                                           dddmmss.s |
 TR2120| TR2106 BAY RESET                           APPROX. 1.3 KM 3520324.5 |
 TR2120|---------------------------------------------------------------------|
 TR2120
 TR2120                          SUPERSEDED SURVEY CONTROL
 TR2120
 TR2120  NAD 83(1986)-  48 33 03.57079(N)    122 55 10.76174(W) AD(       ) 3
 TR2120  NAD 27      -  48 33 04.20700(N)    122 55 06.13200(W) AD(       ) 3
 TR2120
 TR2120.Superseded values are not recommended for survey control.
 TR2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2120.See file dsdata.txt to determine how the superseded data were derived.
 TR2120
 TR2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0592977547(NAD 83)
 TR2120
 TR2120  HISTORY     - Date     Condition        Report By
 TR2120  HISTORY     - 1889     MONUMENTED       CGS
 TR2120  HISTORY     - 1903     SEE DESCRIPTION  CGS
 TR2120  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2120
 TR2120                          STATION DESCRIPTION
 TR2120
 TR2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (JJG)
 TR2120'STATION IS ON THE LOW, FLAT, SANDY POINT ABOUT 2 MILES S OF
 TR2120'UPRIGHT POINT AND IS THE MOST WESTERLY POINT OF LOPEZ ISLAND.
 TR2120'
 TR2120'MOST OF THE POINT IS COVERED WITH TREES.  IN THE BIGHT TO
 TR2120'WESTWARD IS THE HOUSE OF CAPTAIN PERRY.
 TR2120'
 TR2120'STATION IS 14 PACES FROM HIGH-WATER MARK TOWARD UPRIGHT POINT,
 TR2120'17 PACES FROM HIGH-WATER MARK TOWARD CANOE ISLAND, AND 14 PACES
 TR2120'FROM HIGH-WATER MARK TOWARD STATION SHAW SE.
 TR2120'
 TR2120'STATION IS MARKED BY A STONE BURIED 12 INCHES BENEATH THE
 TR2120'SURFACE, HAVING A 1/2-INCH HOLE 1-1/4 INCHES DEEP.
 TR2120'
 TR2120'THERE ARE 3 STUBS--ONE IN LINE TO UPRIGHT POINT, ONE ON
 TR2120'PROLONGATION OF SAME LINE, AND ONE AT RIGHT ANGLES TO
 TR2120'EASTWARD.  EACH IS MARKED WITH COMPOSITION NAIL, 6 FEET FROM
 TR2120'STATION.
 TR2120
 TR2120                          STATION RECOVERY (1903)
 TR2120
 TR2120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1903 (EFD)
 TR2120'FOUND STATION AS DESCRIBED.  ERECTED SIGNAL FOR HYDROGRAPHIC WORK.
 TR2120
 TR2120                          STATION RECOVERY (1940)
 TR2120
 TR2120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2120'SEARCHED FOR ABOUT 45 MINUTES, BELIEVED UNRECOVERABLE.  STATION
 TR2120'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0267 ***********************************************************************
 SW0267  DESIGNATION -  FLAT RM 1
 SW0267  PID         -  SW0267
 SW0267  STATE/COUNTY-  WA/ADAMS
 SW0267  USGS QUAD   -  REIMAN SW (1982)
 SW0267
 SW0267                         *CURRENT SURVEY CONTROL
 SW0267  ___________________________________________________________________
 SW0267* NAD 83(1986)-  47 05 25.     (N)    118 41 31.     (W)     SCALED    
 SW0267* NAVD 88     -       538.441  (meters)    1766.54   (feet)  ADJUSTED  
 SW0267  ___________________________________________________________________
 SW0267  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 SW0267  DYNAMIC HT  -         538.466 (meters)    1766.62  (feet)  COMP
 SW0267  MODELED GRAV-     980,641.9   (mgal)                       NAVD 88
 SW0267
 SW0267  VERT ORDER  -  SECOND    CLASS 0
 SW0267
 SW0267.The horizontal coordinates were scaled from a topographic map and have
 SW0267.an estimated accuracy of +/- 6 seconds.
 SW0267
 SW0267.The orthometric height was determined by differential leveling
 SW0267.and adjusted by the National Geodetic Survey in June 1991..
 SW0267
 SW0267.The geoid height was determined by GEOID03.
 SW0267
 SW0267.The dynamic height is computed by dividing the NAVD 88
 SW0267.geopotential number by the normal gravity value computed on the
 SW0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0267.degrees latitude (g = 980.6199 gals.).
 SW0267
 SW0267.The modeled gravity was interpolated from observed gravity values.
 SW0267
 SW0267;                    North         East    Units  Estimated Accuracy
 SW0267;SPC WA S     -   196,860.      637,260.      MT  (+/- 180 meters Scaled)
 SW0267
 SW0267                          SUPERSEDED SURVEY CONTROL
 SW0267
 SW0267  NGVD 29 (??/??/92)  537.302  (m)         1762.80   (f) ADJ UNCH    2 0
 SW0267
 SW0267.Superseded values are not recommended for survey control.
 SW0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0267.See file dsdata.txt to determine how the superseded data were derived.
 SW0267
 SW0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN715165(NAD 83)
 SW0267_MARKER: DR = REFERENCE MARK DISK
 SW0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0267_STAMPING: FLAT NO 1 1957
 SW0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0267+STABILITY: SURFACE MOTION
 SW0267
 SW0267  HISTORY     - Date     Condition        Report By
 SW0267  HISTORY     - 1957     MONUMENTED       CGS
 SW0267  HISTORY     - 1967     GOOD             NGS
 SW0267  HISTORY     - 1980     GOOD             NGS
 SW0267
 SW0267                          STATION DESCRIPTION
 SW0267
 SW0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0267'14.6 MI W FROM RITZVILLE.
 SW0267'THE MARK IS 1.35 MILE WEST OF THE INTERSECTION OF U.S. HIGHWAY 10 AND
 SW0267'STATE HIGHWAY 21, WHICH IS ABOUT 13 MILES WEST OF RITZVILLE, 44 YARDS
 SW0267'EAST OF THE DIVISION LINE BETWEEN TWO CULTIVATED FIELDS, 27 FEET SOUTH
 SW0267'OF THE CENTER OF U. S. HIGHWAY 10 ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 SW0267'MARK IS A REFERENCE MARK DISK SET IN A SQUARE CONCRETE POST WHICH
 SW0267'PROJECTS 2 INCHES.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE
 SW0267'MARK.
 SW0267
 SW0267                          STATION RECOVERY (1980)
 SW0267
 SW0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SW0267'6.3 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM ITS JUNCTION WITH
 SW0267'STATE HIGHWAY 261 IN RITZVILLE THENCE 8.4 MILES WEST ALONG THE SOUTH
 SW0267'FRONTAGE ROAD (OLD HIGHWAY 10) TO THE JUNCTION OF STATE HIGHWAY 21
 SW0267'THENCE WEST ON THE SOUTH FRONTAGE ROAD 1.4 MILES TO THE MARK ON THE
 SW0267'LEFT 27 FEET SOUTH OF THE CENTER OF THE ROAD AND ON THE SLOPE OF THE
 SW0267'DITCH AND 445 EAST OF FLAT RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0269 ***********************************************************************
 SW0269  DESIGNATION -  FLAT RM 2
 SW0269  PID         -  SW0269
 SW0269  STATE/COUNTY-  WA/ADAMS
 SW0269  USGS QUAD   -  REIMAN SW (1982)
 SW0269
 SW0269                         *CURRENT SURVEY CONTROL
 SW0269  ___________________________________________________________________
 SW0269* NAD 83(1986)-  47 05 25.     (N)    118 41 31.     (W)     SCALED    
 SW0269* NAVD 88     -       537.956  (meters)    1764.94   (feet)  ADJUSTED  
 SW0269  ___________________________________________________________________
 SW0269  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 SW0269  DYNAMIC HT  -         537.980 (meters)    1765.02  (feet)  COMP
 SW0269  MODELED GRAV-     980,641.9   (mgal)                       NAVD 88
 SW0269
 SW0269  VERT ORDER  -  SECOND    CLASS 0
 SW0269
 SW0269.The horizontal coordinates were scaled from a topographic map and have
 SW0269.an estimated accuracy of +/- 6 seconds.
 SW0269
 SW0269.The orthometric height was determined by differential leveling
 SW0269.and adjusted by the National Geodetic Survey in June 1991..
 SW0269
 SW0269.The geoid height was determined by GEOID03.
 SW0269
 SW0269.The dynamic height is computed by dividing the NAVD 88
 SW0269.geopotential number by the normal gravity value computed on the
 SW0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0269.degrees latitude (g = 980.6199 gals.).
 SW0269
 SW0269.The modeled gravity was interpolated from observed gravity values.
 SW0269
 SW0269;                    North         East    Units  Estimated Accuracy
 SW0269;SPC WA S     -   196,860.      637,260.      MT  (+/- 180 meters Scaled)
 SW0269
 SW0269                          SUPERSEDED SURVEY CONTROL
 SW0269
 SW0269  NGVD 29 (??/??/92)  536.817  (m)         1761.21   (f) ADJ UNCH    2 0
 SW0269
 SW0269.Superseded values are not recommended for survey control.
 SW0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0269.See file dsdata.txt to determine how the superseded data were derived.
 SW0269
 SW0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN715165(NAD 83)
 SW0269_MARKER: DR = REFERENCE MARK DISK
 SW0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0269_STAMPING: FLAT NO 2 1957
 SW0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0269+STABILITY: SURFACE MOTION
 SW0269
 SW0269  HISTORY     - Date     Condition        Report By
 SW0269  HISTORY     - 1957     MONUMENTED       CGS
 SW0269  HISTORY     - 1967     GOOD             NGS
 SW0269  HISTORY     - 1980     GOOD             NGS
 SW0269
 SW0269                          STATION DESCRIPTION
 SW0269
 SW0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0269'14.6 MI W FROM RITZVILLE.
 SW0269'THE MARK IS 1.4 MILES WEST OF THE INTERSECTION OF U. S. HIGHWAY 10 AND
 SW0269'STATE HIGHWAY 21, WHICH IS ABOUT 13 MILES WEST OF RITZVILLE, 24.5 FEET
 SW0269'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ON A SHELF ON THE EDGE OF THE
 SW0269'SHOULDER OF THE ROAD ABOUT 4 FEET BELOW THE ROAD AND 1 FOOT ABOVE THE
 SW0269'LEVEL OF THE FIELD, 444 FEET WEST OF REFERENCE MARK NO. 1, 100 YARDS
 SW0269'WEST OF THE NORTHEAST CORNER OF A CULTIVATED FIELD.  A REFERENCE MARK
 SW0269'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES. A
 SW0269'METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 SW0269
 SW0269                          STATION RECOVERY (1980)
 SW0269
 SW0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SW0269'6.3 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM ITS JUNCTION WITH
 SW0269'STATE HIGHWAY 261 IN RITZVILLE THENCE 8.4 MILES WEST ALONG THE SOUTH
 SW0269'FRONTAGE ROAD (OLD HIGHWAY 10) TO THE JUNCTION OF STATE HIGHWAY 21,
 SW0269'THENCE WEST ON THE SOUTH FRONTAGE ROAD FOR1.4 MILES TO THE MARK ON
 SW0269'THE LEFT 24 FEET SOUTH OF THE CENTER OF THE ROAD AT THE EDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2030 ***********************************************************************
 SA2030  DESIGNATION -  FLATEAU
 SA2030  PID         -  SA2030
 SA2030  STATE/COUNTY-  WA/FRANKLIN
 SA2030  USGS QUAD   -  HUMORIST (1992)
 SA2030
 SA2030                         *CURRENT SURVEY CONTROL
 SA2030  ___________________________________________________________________
 SA2030* NAD 83(1991)-  46 14 39.84256(N)    118 55 53.75466(W)     ADJUSTED  
 SA2030* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 SA2030  ___________________________________________________________________
 SA2030  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 SA2030  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SA2030
 SA2030  HORZ ORDER  -  SECOND
 SA2030
 SA2030.The horizontal coordinates were established by classical geodetic methods
 SA2030.and adjusted by the National Geodetic Survey in December 1991..
 SA2030
 SA2030.The orthometric height was scaled from a topographic map.
 SA2030
 SA2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2030
 SA2030.The geoid height was determined by GEOID03.
 SA2030
 SA2030;                    North         East     Units Scale Factor Converg.
 SA2030;SPC WA S     -   102,467.131   620,941.352   MT  0.99993218   +1 08 21.4
 SA2030;SPC WA S     -   336,177.58  2,037,205.09   sFT  0.99993218   +1 08 21.4
 SA2030;UTM  11      - 5,123,015.996   351,092.936   MT  0.99987257   -1 23 43.6
 SA2030
 SA2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2030!SPC WA S     -   0.99998648  x   0.99993218  =   0.99991866
 SA2030!UTM  11      -   0.99998648  x   0.99987257  =   0.99985905
 SA2030
 SA2030                          SUPERSEDED SURVEY CONTROL
 SA2030
 SA2030  NAD 83(1991)-  46 14 39.84292(N)    118 55 53.75416(W) AD(       ) 2
 SA2030  NAD 83(1986)-  46 14 39.85011(N)    118 55 53.74638(W) AD(       ) 2
 SA2030  NAD 27      -  46 14 40.36200(N)    118 55 49.73400(W) AD(       ) 2
 SA2030
 SA2030.Superseded values are not recommended for survey control.
 SA2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2030.See file dsdata.txt to determine how the superseded data were derived.
 SA2030
 SA2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM5109323016(NAD 83)
 SA2030_MARKER: Z = SEE DESCRIPTION
 SA2030_SETTING: 0 = UNSPECIFIED SETTING
 SA2030_STAMPING: FLATEAU 1948
 SA2030_MARK LOGO: USE   
 SA2030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2030
 SA2030  HISTORY     - Date     Condition        Report By
 SA2030  HISTORY     - 1948     MONUMENTED       USE
 SA2030  HISTORY     - 1958     SEE DESCRIPTION  USE
 SA2030  HISTORY     - 1964     SEE DESCRIPTION  USGS
 SA2030
 SA2030                          STATION DESCRIPTION
 SA2030
 SA2030'DESCRIBED BY US ENGINEERS 1948 (WRG)
 SA2030'STATION IS LOCATED ABOUT 6 MILES NORTH-EASTERLY FROM PASCO ON RIGHT
 SA2030'BANK OF SNAKE RIVER.
 SA2030'
 SA2030'TO REACH FROM 4TH AVE. AND LEWIS ST. PASCO WN.  GO EASTERLY ALONG
 SA2030'LEWIS ST. 3.8 MILES TO WEST END OF HWY. BRIDGE OVER SNAKE
 SA2030'RIVER.  TURN NORTH-EAST ALONG TRACK ROAD 3.6 MILES TO FORK.  TURN
 SA2030'ON RIGHT FORK NORTH-EASTERLY CROSSING SP AND SRR AT MARTINDALE
 SA2030'CONTINUE ALONG TRACK ROAD NORTH-EASTERLY 1.4 MILES TO
 SA2030'VINEYARD.  CONTINUE NORTH-EASTERLY THROUGH VINEYARD ALONG ROAD
 SA2030'0.15 MILE TO UNDERPASS AND FORK IN ROAD.  TURN RIGHT AT FORK
 SA2030'ALONG TRACK ROAD 0.15 MILE TO FORK IN ROAD.  TURN LEFT ALONG
 SA2030'TRACK ROAD 0.3 MILE TO STATION.
 SA2030'
 SA2030'ABOUT 1000 FT. EAST FROM RAILROAD TRESSEL.  ABOUT 500
 SA2030'FT. NORTH-WEST FROM SNAKE RIVER.  ABOUT 350 FT. SOUTH-EAST FROM
 SA2030'TRACK ROAD.  ON LOW SAGE BRUSH KNOLE.  C. OF E BRONZE DISK SET IN
 SA2030'CONCRETE MONUMENT 6 IN. ABOVE GROUND STAMPED FLATEAU 1948.
 SA2030
 SA2030                          STATION RECOVERY (1958)
 SA2030
 SA2030'RECOVERY NOTE BY US ENGINEERS 1958 (VRS)
 SA2030'RECOVERED IN GOOD CONDITION ABOUT 7 MILES EAST OF PASCO, ABOUT 400
 SA2030'FEET WEST OF A FENCE LINE, ABOUT 200 FEET NORTH OF THE SNAKE RIVER
 SA2030'NEAR THE CENTER OF AN ISLAND, ON THE CREST OF A GENTLE KNOLL 3
 SA2030'FEET WEST OF A WITNESS POST.
 SA2030'
 SA2030'TO REACH FROM THE POST OFFICE IN PASCO (THIRD AVENUE AND LEWIS
 SA2030'STREET) GO EAST ON LEWIS STREET (U.S. HIGHWAY 395/410), FOR 2.9
 SA2030'MILES, TURN LEFT ON A DIRT ROAD TO 4.0 MILES EAST ALONG THE NORTH
 SA2030'SIDE OF THE SNAKE RIVER TO A CROSSROADS, TURN RIGHT (ACROSS
 SA2030'RAILROAD TRACKS) GO 0.2 MILE TO A ROAD FORK, TAKE LEFT FORK, GO
 SA2030'1.0 MILE TO A CABIN, CONTINUE SOUTHEAST ON DIM ROAD FOR 0.1 MILE
 SA2030'TO A ROAD FORK, TAKE LEFT FORK GO 0.5 MILE TO A GATE, PARK
 SA2030'TRUCK, WALK SOUTH ALONG FENCE LINE, CROSS SLOUGH ON ROCKS UNDER
 SA2030'FENCE LINE TO ISLAND SWING SOUTHWEST AND WALK ABOUT 400 YARDS
 SA2030'AND STATION.  (AT HIGH WATER STAGE OF RIVER IT IS
 SA2030'NECESSARY TO USE A BOAT TO REACH THE ISLAND).
 SA2030'
 SA2030'THE STATION IS A CORPS OF ENGINEERS DISK STAMPED FLATEAU 1948 SET
 SA2030'IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 SA2030'ABOVE THE GROUND.
 SA2030
 SA2030                          STATION RECOVERY (1964)
 SA2030
 SA2030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SA2030'STATION WAS SEARCHED FOR BUT NOT RECOVERED, DUE TO THE BUILDING OF
 SA2030'ICE HARBOR DAM.  THE GENERAL AREA HAS BEEN LEVELED.  THE RAILROAD
 SA2030'TRACK HAS BEEN MOVED TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1189 ***********************************************************************
 TR1189  DESIGNATION -  FLATS
 TR1189  PID         -  TR1189
 TR1189  STATE/COUNTY-  WA/SKAGIT
 TR1189  USGS QUAD   -  ANACORTES SOUTH (1978)
 TR1189
 TR1189                         *CURRENT SURVEY CONTROL
 TR1189  ___________________________________________________________________
 TR1189* NAD 83(1991)-  48 28 09.76625(N)    122 34 15.30786(W)     ADJUSTED  
 TR1189* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1189  ___________________________________________________________________
 TR1189  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 TR1189  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 TR1189
 TR1189  HORZ ORDER  -  SECOND
 TR1189
 TR1189.The horizontal coordinates were established by classical geodetic methods
 TR1189.and adjusted by the National Geodetic Survey in December 1991..
 TR1189
 TR1189.The orthometric height was scaled from a topographic map.
 TR1189
 TR1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1189
 TR1189.The geoid height was determined by GEOID03.
 TR1189
 TR1189;                    North         East     Units Scale Factor Converg.
 TR1189;SPC WA N     -   164,822.242   371,528.579   MT  0.99996105   -1 17 37.2
 TR1189;SPC WA N     -   540,754.31  1,218,923.35   sFT  0.99996105   -1 17 37.2
 TR1189;UTM  10      - 5,368,560.852   531,716.069   MT  0.99961236   +0 19 16.4
 TR1189
 TR1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1189!SPC WA N     -   1.00000295  x   0.99996105  =   0.99996400
 TR1189!UTM  10      -   1.00000295  x   0.99961236  =   0.99961530
 TR1189
 TR1189|---------------------------------------------------------------------|
 TR1189| PID    Reference Object                     Distance      Geod. Az  |
 TR1189|                                                           dddmmss.s |
 TR1189| CF8537 SKAGIT COUNTY MONUMENT               11.534 METERS 02402     |
 TR1189| CF8724 FLATS RM 2                           24.658 METERS 17348     |
 TR1189| CF8723 FLATS RM 1                           19.273 METERS 28101     |
 TR1189| TR1233 ANACORTES PLYWOOD CO STACK          APPROX. 3.6 KM 3212715.3 |
 TR1189|---------------------------------------------------------------------|
 TR1189
 TR1189                          SUPERSEDED SURVEY CONTROL
 TR1189
 TR1189  NAD 83(1986)-  48 28 09.77217(N)    122 34 15.31393(W) AD(       ) 2
 TR1189  NAD 27      -  48 28 10.38900(N)    122 34 10.70700(W) AD(       ) 2
 TR1189
 TR1189.Superseded values are not recommended for survey control.
 TR1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1189.See file dsdata.txt to determine how the superseded data were derived.
 TR1189
 TR1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3171668561(NAD 83)
 TR1189_MARKER: DS = TRIANGULATION STATION DISK
 TR1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1189
 TR1189  HISTORY     - Date     Condition        Report By
 TR1189  HISTORY     - 1955     MONUMENTED       CGS
 TR1189  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR1189  HISTORY     - 1975     GOOD             NGS
 TR1189  HISTORY     - 1983     GOOD             USPSQD
 TR1189
 TR1189                          STATION DESCRIPTION
 TR1189
 TR1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1189'STATION IS ON E SHORE OF FIDALGO BAY, APPROXIMATELY 0.5 MILE S OF
 TR1189'THE SE END OF THE GREAT NORTHERN R. R. TRESTLE CROSSING FIDALGO
 TR1189'BAY.  STATION IS ON THE W SIDE OF BAXTER ROAD, AT HIGH WATER
 TR1189'LINE.  IT IS 0.1 MILE S OF PAVED E-W COUNTY ROAD JUNCTION WITH
 TR1189'BAXTER ROAD, AND OPPOSITE 4TH TELEPHONE POLE FROM ROAD JUNCTION
 TR1189'WHICH HAS SEVERAL 20 PENNY NAILS DRIVEN IN POLE FORMING A
 TR1189'TRIANGLE.  17.350 METERS (56.922 FEET) W OF TRIANGLE MARKED
 TR1189'TELEPHONE POLE.  8.600 METERS (28.215 FEET) W OF CENTERLINE OF
 TR1189'BAXTER ROAD, AND 7.4 FEET NNE OF 3 X 3 UNPAINTED WITNESS
 TR1189'POST.  STATION IS MARKED BY A STANDARD DISK, STAMPED FLATS
 TR1189'1955, CEMENTED IN TOP OF 12 INCH SQUARE CONCRETE MONUMENT SET 3
 TR1189'FEET DEEP AND PROJECTING 4 INCHES ABOVE SURFACE.  IT IS ABOUT
 TR1189'2 FEET W OF ROCKS PROTECTING ROAD BED.
 TR1189'
 TR1189'R. M. NO. 1 IS A STANDARD DISK, STAMPED FLATS NO 1 1955, CEMENTED
 TR1189'IN DRILL HOLE IN TOP OF BARNACLE-COVERED BOULDER 3 FEET WIDE AND
 TR1189'PROJECTING ABOUT 2-1/2 FEET ABOVE MUD FLATS.  IT IS W OF THE
 TR1189'STATION.
 TR1189'
 TR1189'R. M. NO. 2 IS A STANDARD DISK, STAMPED FLATS NO 2 1955, CEMENTED
 TR1189'IN DRILL HOLE IN TOP OF A LARGE GRAY GRANITE ROCK PROTECTING ROAD
 TR1189'BED ALONG W SIDE OF BAXTER ROAD SOUTH OF STATION.  IT IS PARTIALLY
 TR1189'OBSCURED FROM STATION BY OTHER ROCKS.
 TR1189
 TR1189                          STATION RECOVERY (1973)
 TR1189
 TR1189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1189'REFERENCE MARK ONE AND TWO WERE FOUND IN GOOD CONDITION.  NO
 TR1189'EVIDENCE OF THE STATION MARK COULD BE FOUND AFTER MEASURING FROM
 TR1189'THE TWO RMS AND DIGGING IN THE BEACH AT THE MEASURED LOCATION.  THE
 TR1189'ROCKS WHICH HAD PROTECTED THE ROAD IN THIS AREA ARE GONE AS I
 TR1189'BELIEVE THE STATION MARK IS.
 TR1189
 TR1189                          STATION RECOVERY (1975)
 TR1189
 TR1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 TR1189'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 TR1189'APPARENTLY GOOD CONDITION, BUT 1975 DISTANCE TO RM 1 IS .017 METER
 TR1189'SHORTER AND THE AZIMUTH 10 MINUTES LARGER THAN SHOWN
 TR1189'ORIGINALLY.  RM 2 IS .042 METER SHORTER AND THE AZIMUTH 3-1/2
 TR1189'MINUTES LARGER THAN ORIGINALLY.  A REASON FOR THE DISCREPANCY IS
 TR1189'NOT APPARENT.
 TR1189'
 TR1189'THE STATION IS ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF ANACORTES,
 TR1189'ON THE EAST SIDE OF FIDALGO BAY, 0.1 MILE SOUTH OF AN EAST-WEST
 TR1189'BLACKTOP ROAD, 0.45 MILE NORTH OF STATE HIGHWAY 20, 0.1 MILE NORTH
 TR1189'OF A LARGE DRAINAGE PIPE UNDER THE ROAD AND NEAR THE NORTHEAST
 TR1189'CORNER OF SECTION 5, T 34 N, R 2 E..
 TR1189'
 TR1189'THE STATION MARK, STAMPED FLATS 1955, IS A STANDARD DISK SET IN
 TR1189'CONCRETE 8 INCHES BELOW GROUND, 28.7 FEET WEST OF THE CENTER OF
 TR1189'THE BLACKTOP ROAD, 46.5 FEET SOUTH OF A 2X4-FOOT, LONE, BLACK
 TR1189'BOULDER WITH WHITE STREAKS, WHICH IS ON THE EDGE OF THE ROAD
 TR1189'FILL.  AND A METAL WITNESS POST WAS SET 3.9 FEET EAST OF THE
 TR1189'MARK, AT THE EDGE OF THE ROAD FILL.
 TR1189'
 TR1189'REFERENCE MARK NO. 1, STAMPED FLATS NO 1 1955, IS A STANDARD DISK
 TR1189'SET IN A 3-FOOT DIAMETER BOULDER WHICH PROJECTS 14 INCHES.  IT IS
 TR1189'ON THE MUD FLAT WEST OF THE STATION.
 TR1189'
 TR1189'REFERENCE MARK NO. 2, STAMPED FLATS NO 2 1955, IS A STANDARD DISK
 TR1189'SET IN A 3-FOOT TRIANGULAR-SHAPED, LIGHT GRAY BOULDER WHICH
 TR1189'PROJECTS 18 INCHES ON THE WEST SIDE (EAST SIDE IS IN THE ROAD
 TR1189'FILL), 25.6 FEET WEST OF AND ABOUT 2 FEET LOWER THAN THE CENTER OF
 TR1189'THE ROAD.
 TR1189'
 TR1189'COUNTY MONUMENT IS A COUNTY REFERENCE MARK DISK WITH A PUNCH MARK
 TR1189'ABOUT 1/2 INCH EAST OF CENTER, SET IN A 4-INCH SQUARE CONCRETE
 TR1189'POST INSIDE AN 8-INCH MONUMENT CASE SURROUNDED BY CONCRETE, LEVEL
 TR1189'WITH THE BLACKTOP AND 11 FEET WEST OF THE CENTER OF THE ROAD.
 TR1189'
 TR1189'THE TWO STACKS LISTED ABOVE ARE AT THE PUBLISHERS FOREST
 TR1189'PRODUCTS CO. IN ANACORTES.  THEY ARE ABOUT 100 FEET HIGH, 50 FEET
 TR1189'APART AND THE WESTERN ONE HAS A 20-FOOT WHITE SECTION STARTING 10
 TR1189'FEET BELOW THE TOP.
 TR1189'
 TR1189'THE CHURCH SPIRE LISTED IS THE SPIRE ON THE WOODEN BELL TOWER OVER
 TR1189'THE ENTRANCE TO THE CHURCH IN THE SW CORNER OF THE INTERSECTION OF
 TR1189'19TH STREET AND COMMERCIAL AVENUE IN ANACORTES.
 TR1189'
 TR1189'TO REACH FROM THE INTERSECTION OF COMMERCIAL AVENUE AND STATE
 TR1189'HIGHWAY 20 IN ANACORTES, GO EAST ON STATE HIGHWAY 20 FOR 3.1 MILES
 TR1189'TO CHRISTIANSEN ROAD, THEN NORTH 0.45 MILE TO THE COUNTY MONUMENT
 TR1189'CASE AND THE STATION.
 TR1189'
 TR1189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1189'2-1/2 MILES SOUTH-SOUTHEAST OF ANACORTES.
 TR1189
 TR1189                          STATION RECOVERY (1983)
 TR1189
 TR1189'RECOVERY NOTE BY US POWER SQUADRON 1983 (MEH)
 TR1189'FLATS 1955 RECOVERED GOOD.
 TR1189'
 TR1189'NO 1 FLATS 1955 RECOVERED GOOD.
 TR1189'
 TR1189'FLATS NO 2 1955 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3054 ***********************************************************************
 SY3054  DESIGNATION -  FLATS 1935
 SY3054  PID         -  SY3054
 SY3054  STATE/COUNTY-  WA/THURSTON
 SY3054  USGS QUAD   -  NISQUALLY (1994)
 SY3054
 SY3054                         *CURRENT SURVEY CONTROL
 SY3054  ___________________________________________________________________
 SY3054* NAD 83(1991)-  47 06 01.85926(N)    122 42 00.81140(W)     ADJUSTED  
 SY3054* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3054  ___________________________________________________________________
 SY3054  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 SY3054  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 SY3054
 SY3054  HORZ ORDER  -  THIRD
 SY3054
 SY3054.The horizontal coordinates were established by classical geodetic methods
 SY3054.and adjusted by the National Geodetic Survey in December 1991..
 SY3054
 SY3054.The orthometric height was scaled from a topographic map.
 SY3054
 SY3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3054
 SY3054.The geoid height was determined by GEOID03.
 SY3054
 SY3054;                    North         East     Units Scale Factor Converg.
 SY3054;SPC WA S     -   198,756.480   333,002.920   MT  0.99995506   -1 35 53.6
 SY3054;SPC WA S     -   652,086.88  1,092,527.08   sFT  0.99995506   -1 35 53.6
 SY3054;UTM  10      - 5,216,377.832   522,747.753   MT  0.99960636   +0 13 10.6
 SY3054
 SY3054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3054!SPC WA S     -   1.00000317  x   0.99995506  =   0.99995823
 SY3054!UTM  10      -   1.00000317  x   0.99960636  =   0.99960953
 SY3054
 SY3054                          SUPERSEDED SURVEY CONTROL
 SY3054
 SY3054  NAD 83(1986)-  47 06 01.85415(N)    122 42 00.82071(W) AD(       ) 3
 SY3054  NAD 27      -  47 06 02.49400(N)    122 41 56.37000(W) AD(       ) 3
 SY3054
 SY3054.Superseded values are not recommended for survey control.
 SY3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3054.See file dsdata.txt to determine how the superseded data were derived.
 SY3054
 SY3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2274816378(NAD 83)
 SY3054_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3054_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3054_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY3054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY3054+STABILITY: SURFACE MOTION
 SY3054
 SY3054  HISTORY     - Date     Condition        Report By
 SY3054  HISTORY     - 1935     MONUMENTED       CGS
 SY3054  HISTORY     - 1980     MARK NOT FOUND   NOS
 SY3054
 SY3054                          STATION DESCRIPTION
 SY3054
 SY3054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3054'STATION LOCATED ON NISQUALLY FLATS, ON THE N ENTRANCE POINT OF THE
 SY3054'MAIN CHANNEL INTO THE NISQUALLY RIVER.  THE STATION IS ON THE NW
 SY3054'POINT OF A SMALL LOW, FLAT, HEART-SHAPED ISLET.  THIS COVERS AT
 SY3054'EXTREME HIGH TIDES.  STATION IS FLUSH WITH GROUND, WHICH IS HARD MUD.
 SY3054'
 SY3054'STATION IS A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED IN
 SY3054'NOTE 1A.
 SY3054'
 SY3054'NO REFERENCE MARKS.
 SY3054
 SY3054                          STATION RECOVERY (1980)
 SY3054
 SY3054'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 SY3054'THE STATION WAS NOT RECOVERED. THE STATION SITE WAS DETERMINED BY
 SY3054'A TEMPORARY FIX. THE MEANDERING CHANNEL OF THE NISQUALLY RIVER
 SY3054'APPEARS TO HAVE WASHED THE MONUMENT AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2180 ***********************************************************************
 TR2180  DESIGNATION -  FLATTOP RESET
 TR2180  PID         -  TR2180
 TR2180  STATE/COUNTY-  WA/SAN JUAN
 TR2180  USGS QUAD   -  WALDRON ISLAND (1994)
 TR2180
 TR2180                         *CURRENT SURVEY CONTROL
 TR2180  ___________________________________________________________________
 TR2180* NAD 83(1991)-  48 38 43.19991(N)    123 05 14.53540(W)     ADJUSTED  
 TR2180* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2180  ___________________________________________________________________
 TR2180  LAPLACE CORR-          -7.79  (seconds)                    DEFLEC99
 TR2180  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 TR2180
 TR2180  HORZ ORDER  -  SECOND
 TR2180
 TR2180.The horizontal coordinates were established by classical geodetic methods
 TR2180.and adjusted by the National Geodetic Survey in December 1991..
 TR2180
 TR2180.The orthometric height was scaled from a topographic map.
 TR2180
 TR2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2180
 TR2180.The geoid height was determined by GEOID03.
 TR2180
 TR2180;                    North         East     Units Scale Factor Converg.
 TR2180;SPC WA N     -   185,369.833   333,926.452   MT  0.99998464   -1 40 41.4
 TR2180;SPC WA N     -   608,167.53  1,095,557.03   sFT  0.99998464   -1 40 41.4
 TR2180;UTM  10      - 5,388,034.070   493,564.218   MT  0.99960051   -0 03 56.1
 TR2180
 TR2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2180!SPC WA N     -   1.00000300  x   0.99998464  =   0.99998764
 TR2180!UTM  10      -   1.00000300  x   0.99960051  =   0.99960351
 TR2180
 TR2180|---------------------------------------------------------------------|
 TR2180| PID    Reference Object                     Distance      Geod. Az  |
 TR2180|                                                           dddmmss.s |
 TR2180| CF8725 FLATTOP RM 1                          8.945 METERS 04610     |
 TR2180| TR2234 DICK 2                              APPROX. 3.9 KM 1404154.1 |
 TR2180| CF8726 FLATTOP RM 2                          4.160 METERS 14616     |
 TR2180|---------------------------------------------------------------------|
 TR2180
 TR2180                          SUPERSEDED SURVEY CONTROL
 TR2180
 TR2180  NAD 83(1986)-  48 38 43.20042(N)    123 05 14.53537(W) AD(       ) 2
 TR2180  NAD 27      -  48 38 43.83700(N)    123 05 09.85800(W) AD(       ) 2
 TR2180
 TR2180.Superseded values are not recommended for survey control.
 TR2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2180.See file dsdata.txt to determine how the superseded data were derived.
 TR2180
 TR2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9356488034(NAD 83)
 TR2180_MARKER: H = DRILL HOLE
 TR2180_SETTING: 80 = SET IN A BOULDER
 TR2180_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TR2180
 TR2180  HISTORY     - Date     Condition        Report By
 TR2180  HISTORY     - 1894     MONUMENTED       CGS
 TR2180  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2180  HISTORY     - 1950     GOOD             CGS
 TR2180  HISTORY     - 1954     GOOD             CGS
 TR2180
 TR2180                          STATION DESCRIPTION
 TR2180
 TR2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2180'AT EXTREME S POINT OF FLATTOP ISLAND (THIS POINT BEING A SEPARATE
 TR2180'ISLAND AT HIGH TIDE) ABOUT 20 METERS BACK FROM HIGH-WATER LINE OF
 TR2180'EXTREME POINT, ON A NOTABLE FLAT ROCK.  HIGHEST PART OF THIS ISLET
 TR2180'IS ABOUT 10 PACES N FROM STATION.
 TR2180'
 TR2180'STATION IS MARKED BY A 1/2-INCH HOLE, 2 INCHES DEEP, NEAR THE
 TR2180'HIGHEST POINT OF ROCK.
 TR2180
 TR2180                          STATION RECOVERY (1940)
 TR2180
 TR2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2180'STATION IS ON A DETACHED ISLET ON THE SW POINT OF FLATTOP ISLAND, IN
 TR2180'THE WESTERN ENTRANCE TO SAN JUAN CHANNEL.  IT IS ABOUT 20 METERS
 TR2180'NE OF THE SW TIP OF THE ISLET.  THE HIGHEST POINT OF THE ISLET
 TR2180'LIES ABOUT 30 FEET TO THE NORTHWARD.
 TR2180'
 TR2180'STATION IS MARKED WITH STANDARD DISK, STAMPED FLATTOP 1894-1940
 TR2180'CEMENTED IN THE OLD DRILL HOLE.
 TR2180
 TR2180                          STATION RECOVERY (1950)
 TR2180
 TR2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2180'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR2180'CONDITION AS REMARKED BY L.C.W. IN 1940.
 TR2180'
 TR2180'STATION IS ON THE ROCKY POINT AT THE SW END OF FLATTOP ISLAND WHICH
 TR2180'BECOMES AN ISLET AT HIGH WATER, ABOUT 30 FEET S OF THE HIGHEST
 TR2180'POINT OF THE ISLET, 20 METERS NE OF THE SW TIP OF THE ISLET, ABOUT 6
 TR2180'FEET ABOVE HIGH WATER, AND IN THE TOP OF A FLAT-TOPPED ROCK.
 TR2180'
 TR2180'STATION MARK IS A BRONZE STATION DISK STAMPED FLATTOP 1894 1940
 TR2180'SET IN A DRILL HOLE IN THE ROCK.
 TR2180'
 TR2180'R.M. 1 IS NE OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 TR2180'STAMPED FLATTOP 1894 1940 1 SET IN A DRILL HOLE IN CONGLOMERATE
 TR2180'ROCK.
 TR2180'
 TR2180'R.M. 2 IS SE OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 TR2180'STAMPED FLATTOP 1894 1940 2 SET IN A DRILL HOLE IN CONGLOMERATE
 TR2180'ROCK.
 TR2180'
 TR2180'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2180
 TR2180                          STATION RECOVERY (1954)
 TR2180
 TR2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TR2180'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  DISTANCES
 TR2180'WERE MEASURED TO REFERENCE MARKS AS FOLLOWS--
 TR2180'
 TR2180'REFERENCE MARK 1 - 8.950 M
 TR2180'
 TR2180'REFERENCE MARK 2 - 4.150 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2706 ***********************************************************************
 SY2706  DESIGNATION -  FLETCHER
 SY2706  PID         -  SY2706
 SY2706  STATE/COUNTY-  WA/PIERCE
 SY2706  USGS QUAD   -  TACOMA NORTH (1994)
 SY2706
 SY2706                         *CURRENT SURVEY CONTROL
 SY2706  ___________________________________________________________________
 SY2706* NAD 83(1991)-  47 15 07.13648(N)    122 29 38.40658(W)     ADJUSTED  
 SY2706* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 SY2706  ___________________________________________________________________
 SY2706  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 SY2706  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY2706
 SY2706  HORZ ORDER  -  FIRST
 SY2706
 SY2706.The horizontal coordinates were established by classical geodetic methods
 SY2706.and adjusted by the National Geodetic Survey in December 1991..
 SY2706
 SY2706.The orthometric height was scaled from a topographic map.
 SY2706
 SY2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2706
 SY2706.The geoid height was determined by GEOID03.
 SY2706
 SY2706;                    North         East     Units Scale Factor Converg.
 SY2706;SPC WA S     -   215,173.518   349,077.411   MT  0.99998240   -1 26 54.4
 SY2706;SPC WA S     -   705,948.45  1,145,264.81   sFT  0.99998240   -1 26 54.4
 SY2706;SPC WA N     -    29,372.648   374,294.022   MT  1.00005548   -1 14 11.0
 SY2706;SPC WA N     -    96,366.76  1,227,996.30   sFT  1.00005548   -1 14 11.0
 SY2706;UTM  10      - 5,233,290.768   538,287.530   MT  0.99961802   +0 22 17.7
 SY2706
 SY2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2706!SPC WA S     -   0.99998300  x   0.99998240  =   0.99996540
 SY2706!SPC WA N     -   0.99998300  x   1.00005548  =   1.00003848
 SY2706!UTM  10      -   0.99998300  x   0.99961802  =   0.99960103
 SY2706
 SY2706:                Primary Azimuth Mark                     Grid Az
 SY2706:SPC WA S     -  MYRTLE                                   016 47 11.7
 SY2706:SPC WA N     -  MYRTLE                                   016 34 28.3
 SY2706:UTM  10      -  MYRTLE                                   014 57 59.6
 SY2706
 SY2706|---------------------------------------------------------------------|
 SY2706| PID    Reference Object                     Distance      Geod. Az  |
 SY2706|                                                           dddmmss.s |
 SY2706| SY4622 MYRTLE                              APPROX.33.1 KM 0152017.3 |
 SY2706| SY2724 TACOMA COLL OF PUGET SOUND FP       APPROX. 2.0 KM 0674328.2 |
 SY2706| SY2321 TACOMA ST JOSEPH HOSP HI CROSS      APPROX. 3.3 KM 1004047.6 |
 SY2706| SY2315 TACOMA LINCOLN HIGH SCHOOL FLAGPOLE APPROX. 4.7 KM 1352910.2 |
 SY2706| CE4031 FLETCHER RM 2                         6.916 METERS 19435     |
 SY2706| CE4030 FLETCHER RM 1                        11.233 METERS 27151     |
 SY2706|---------------------------------------------------------------------|
 SY2706
 SY2706                          SUPERSEDED SURVEY CONTROL
 SY2706
 SY2706  NAD 83(1986)-  47 15 07.13136(N)    122 29 38.41992(W) AD(       ) 1
 SY2706  NAD 27      -  47 15 07.77600(N)    122 29 33.97000(W) AD(       ) 1
 SY2706
 SY2706.Superseded values are not recommended for survey control.
 SY2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2706.See file dsdata.txt to determine how the superseded data were derived.
 SY2706
 SY2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3828833291(NAD 83)
 SY2706_MARKER: DS = TRIANGULATION STATION DISK
 SY2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY2706+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 SY2706
 SY2706  HISTORY     - Date     Condition        Report By
 SY2706  HISTORY     - 1923     MONUMENTED       CGS
 SY2706  HISTORY     - 1938     GOOD             WAGS
 SY2706  HISTORY     - 1965     GOOD             CGS
 SY2706  HISTORY     - 19960720 GOOD             USPSQD
 SY2706  HISTORY     - 20050101 MARK NOT FOUND   USPSQD
 SY2706  HISTORY     - 20060119 GOOD             WADT
 SY2706
 SY2706                          STATION DESCRIPTION
 SY2706
 SY2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (WM)
 SY2706'STATION IS IN THE SECTION OF TACOMA KNOWN AS FLETCHER HEIGHTS, ON
 SY2706'PROPERTY OF THE TACOMA WATERWORKS BOARD, AND ABOUT 10 FEET E OF THE
 SY2706'E TANGENT OF THE FLETCHER HEIGHTS WATER TANK WHICH IS A 65-FOOT
 SY2706'STANDPIPE ON A HEAVY CONCRETE FOUNDATION.
 SY2706'
 SY2706'STATION MARK IS A STANDARD DISK SET IN A 14- BY 14-INCH CONCRETE
 SY2706'BLOCK AT THE SURFACE AND EXPANDING UNDERGROUND, AND 30 INCHES
 SY2706'DEEP.  SUBSURFACE MARK IS THE CENTER OF AN INCANDESCENT BULB, SET
 SY2706'BASE UP IN A 18- BY 18- BY 8-INCH CONCRETE BLOCK AND SET 34 INCHES
 SY2706'BELOW THE SURFACE OF THE GROUND.
 SY2706'
 SY2706'REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES IN THE
 SY2706'CONCRETE FOUNDATION OF THE WATER TANK, ON THE N AND E SIDES.
 SY2706
 SY2706                          STATION RECOVERY (1938)
 SY2706
 SY2706'RECOVERY NOTE BY WASHINGTON GEODETIC SURVEY 1938
 SY2706'RECOVERED AS DESCRIBED.  STATION IS INSIDE THE WIRE FENCE
 SY2706'SURROUNDING THE 65-FOOT WATER STANDPIPE NEAR THE INTERSECTION OF
 SY2706'TENTH STREET S AND MASON STREET IN TACOMA.  IT IS IN A 14- BY
 SY2706'14-INCH CONCRETE BLOCK SET NEAR THE SURFACE LEVEL.  THERE IS A
 SY2706'SUBSURFACE MARK 34 INCHES BELOW THE GROUND.  STATION IS ABOUT 15
 SY2706'FEET NE OF THE STANDPIPE.
 SY2706'
 SY2706'REFERENCE MARKS ARE IN THE CONCRETE STANDPIPE BASE TO RIGHT AND
 SY2706'LEFT.
 SY2706'
 SY2706'TO REACH RUN W ON TWELFTH STREET S APPROXIMATELY TO THE 4100
 SY2706'BLOCK.  SEE STANDPIPE 200-300 YARDS N OF TWELFTH STREET S.
 SY2706
 SY2706                          STATION RECOVERY (1965)
 SY2706
 SY2706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY2706'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS
 SY2706'DESCRIBED
 SY2706'
 SY2706'THE STATION IS ABOUT 75 FEET EAST OF HOUSE NO. 4301 10TH
 SY2706'STREET.  THE STATION MARK PROJECTS ABOUT 2 INCHES ABOVE THE GRAVEL
 SY2706'INSIDE THE CYCLONE FENCE AROUND THE STANDPIPE.
 SY2706
 SY2706                          STATION RECOVERY (1996)
 SY2706
 SY2706'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2706'RECOVERED IN GOOD CONDITION.
 SY2706
 SY2706                          STATION RECOVERY (2005)
 SY2706
 SY2706'RECOVERY NOTE BY US POWER SQUADRON 2005 (KK)
 SY2706'DESCRIPTION PLACES MARK UNDER A FAIRLY NEW CONCRETE EQUIPMENT PAD.
 SY2706'STATION MARK NOT OBSERVED FROM FENCE LINE.
 SY2706' 
 SY2706'RM1 AND RM2 RECOVERED AS DESCRIBED.
 SY2706
 SY2706                          STATION RECOVERY (2006)
 SY2706
 SY2706'RECOVERY NOTE BY WA DEPT OF TRANSP 2006 (BLB)
 SY2706'FOUND STATION AND BOTH RM'S. CONTACT TACOMA WATER (253-502-8384) FOR
 SY2706'ACCESS. STATION IS 2 BLOCKS SOUTH AND 1 BLOCK EAST OF THE INTERSECTION
 SY2706'OF S 12TH ST AND STEVENS ST, AT A WATER TOWER, 1 FOOT NORTH OF THE
 SY2706'SOUTHEAST CORNER OF A NEWER CONCRETE SLAB NORTHEAST OF THE WATER
 SY2706'TOWER, AND IS LEVEL WITH THE GRAVEL SURFACE.
 SY2706'NOTE, NONE OF THE DISKS ARE STAMPED WITH A DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2911 ***********************************************************************
 SY2911  DESIGNATION -  FLETCHER HIGHEST WATER TOWER
 SY2911  PID         -  SY2911
 SY2911  STATE/COUNTY-  WA/PIERCE
 SY2911  USGS QUAD   -  GIG HARBOR (1994)
 SY2911
 SY2911                         *CURRENT SURVEY CONTROL
 SY2911  ___________________________________________________________________
 SY2911* NAD 83(1991)-  47 15 47.06548(N)    122 30 56.67961(W)     ADJUSTED  
 SY2911* NAVD 88     -                                                        
 SY2911  ___________________________________________________________________
 SY2911  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 SY2911  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 SY2911
 SY2911  HORZ ORDER  -  THIRD
 SY2911
 SY2911.The horizontal coordinates were established by classical geodetic methods
 SY2911.and adjusted by the National Geodetic Survey in December 1991..
 SY2911
 SY2911
 SY2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2911
 SY2911.The geoid height was determined by GEOID03.
 SY2911
 SY2911;                    North         East     Units Scale Factor Converg.
 SY2911;SPC WA S     -   216,448.018   347,463.623   MT  0.99998468   -1 27 51.2
 SY2911;SPC WA S     -   710,129.87  1,139,970.24   sFT  0.99998468   -1 27 51.2
 SY2911;SPC WA N     -    30,641.262   372,675.419   MT  1.00005261   -1 15 09.3
 SY2911;SPC WA N     -   100,528.87  1,222,685.94   sFT  1.00005261   -1 15 09.3
 SY2911;UTM  10      - 5,234,512.926   536,634.685   MT  0.99961649   +0 21 20.4
 SY2911
 SY2911                          SUPERSEDED SURVEY CONTROL
 SY2911
 SY2911  NAD 83(1986)-  47 15 47.06046(N)    122 30 56.69336(W) AD(       ) 4
 SY2911  NAD 27      -  47 15 47.71000(N)    122 30 52.24000(W) AD(       ) 3
 SY2911
 SY2911.Superseded values are not recommended for survey control.
 SY2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2911.See file dsdata.txt to determine how the superseded data were derived.
 SY2911
 SY2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3663534513(NAD 83)
 SY2911_MARKER: 53 = ELEVATED TANK
 SY2911
 SY2911  HISTORY     - Date     Condition        Report By
 SY2911  HISTORY     - 1921     FIRST OBSERVED   CGS
 SY2911  HISTORY     - 1965     MARK NOT FOUND   CGS
 SY2911  HISTORY     - 19960720 MARK NOT FOUND   USPSQD
 SY2911
 SY2911                          STATION DESCRIPTION
 SY2911
 SY2911'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY2911'THE STATION WAS PLOTTED, AND THERE IS NO WATER TOWER WHERE THIS
 SY2911'STATION PLOTS.
 SY2911
 SY2911                          STATION RECOVERY (1996)
 SY2911
 SY2911'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5260 ***********************************************************************
 SY5260  DESIGNATION -  FLO
 SY5260  PID         -  SY5260
 SY5260  STATE/COUNTY-  WA/KITSAP
 SY5260  USGS QUAD   -  BREMERTON EAST (1981)
 SY5260
 SY5260                         *CURRENT SURVEY CONTROL
 SY5260  ___________________________________________________________________
 SY5260* NAD 83(1991)-  47 34 10.44535(N)    122 37 22.37124(W)     ADJUSTED  
 SY5260* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 SY5260  ___________________________________________________________________
 SY5260  LAPLACE CORR-         -14.17  (seconds)                    DEFLEC99
 SY5260  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY5260
 SY5260  HORZ ORDER  -  SECOND
 SY5260
 SY5260.The horizontal coordinates were established by classical geodetic methods
 SY5260.and adjusted by the National Geodetic Survey in December 1991..
 SY5260
 SY5260.The orthometric height was scaled from a topographic map.
 SY5260
 SY5260.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5260
 SY5260.The geoid height was determined by GEOID03.
 SY5260
 SY5260;                    North         East     Units Scale Factor Converg.
 SY5260;SPC WA N     -    64,891.286   365,361.098   MT  0.99998775   -1 19 56.5
 SY5260;SPC WA N     -   212,897.49  1,198,688.87   sFT  0.99998775   -1 19 56.5
 SY5260;UTM  10      - 5,268,530.214   528,364.575   MT  0.99960989   +0 16 42.1
 SY5260
 SY5260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5260!SPC WA N     -   1.00000151  x   0.99998775  =   0.99998926
 SY5260!UTM  10      -   1.00000151  x   0.99960989  =   0.99961140
 SY5260
 SY5260:                Primary Azimuth Mark                     Grid Az
 SY5260:SPC WA N     -  TRESTLE                                  073 33 56.5
 SY5260:UTM  10      -  TRESTLE                                  071 57 17.9
 SY5260
 SY5260|---------------------------------------------------------------------|
 SY5260| PID    Reference Object                     Distance      Geod. Az  |
 SY5260|                                                           dddmmss.s |
 SY5260| SY5275 TRESTLE                             414.082 METERS 0721400.0 |
 SY5260| CF6636 FLO RM                               11.340 METERS 30437     |
 SY5260| CF6637 FLO RM 1                             11.250 METERS 30448     |
 SY5260|---------------------------------------------------------------------|
 SY5260
 SY5260                          SUPERSEDED SURVEY CONTROL
 SY5260
 SY5260  NAD 83(1986)-  47 34 10.43964(N)    122 37 22.37804(W) AD(       ) 2
 SY5260  NAD 27      -  47 34 11.09600(N)    122 37 17.90300(W) AD(       ) 2
 SY5260
 SY5260.Superseded values are not recommended for survey control.
 SY5260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5260.See file dsdata.txt to determine how the superseded data were derived.
 SY5260
 SY5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2836568530(NAD 83)
 SY5260_MARKER: Z = SEE DESCRIPTION
 SY5260_SETTING: 0 = UNSPECIFIED SETTING
 SY5260
 SY5260  HISTORY     - Date     Condition        Report By
 SY5260  HISTORY     - 1934     MONUMENTED       CGS
 SY5260  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SY5260  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY5260  HISTORY     - 1952     SEE DESCRIPTION  USGS
 SY5260  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SY5260  HISTORY     - 20010331 MARK NOT FOUND   NGS
 SY5260
 SY5260                          STATION DESCRIPTION
 SY5260
 SY5260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5260'STATION LOCATED ON A ROUNDED POINT ON THE W SIDE OF THE ENTRANCE
 SY5260'TO DYES INLET JUST N OF THE E BREMERTON BRIDGE A DISTANCE OF 12.8
 SY5260'METERS.  THE STATION IS ON A SAND AND GRAVEL BEACH A LITTLE BELOW
 SY5260'HIGH WATER 7.8 METERS FROM A CONCRETE RETAINING WALL.
 SY5260'
 SY5260'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE BLOCK.
 SY5260'
 SY5260'REFERENCE MARK IS A STANDARD DISK SET IN THE NORTHERN CORNER OF
 SY5260'THE ABOVE MENTIONED RETAINING WALL.
 SY5260
 SY5260                          STATION RECOVERY (1935)
 SY5260
 SY5260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY5260'STATION RECOVERED.  DESCRIPTION OF 1934 CORRECT.
 SY5260
 SY5260                          STATION RECOVERY (1945)
 SY5260
 SY5260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (LCW)
 SY5260'STATION RECOVERED.
 SY5260'
 SY5260'THIS REFERENCE MARK HAS MOVED SINCE 1934.  BULKHEAD HAS SHIFTED
 SY5260'AND PROBABLY STILL SHIFTING.
 SY5260
 SY5260                          STATION RECOVERY (1952)
 SY5260
 SY5260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 SY5260'STATION SEARCHED FOR BUT NOT FOUND.
 SY5260'
 SY5260'REFERENCE MARK RECOVERED BUT POSITION IS QUESTIONABLE, DUE TO THE
 SY5260'SHIFTING OF THE RETAINING WALL.
 SY5260
 SY5260                          STATION RECOVERY (1965)
 SY5260
 SY5260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SY5260'THE STATION WAS NOT FOUND.  THE CONCRETE RETAINING WALL HAS BEEN
 SY5260'PUSHED OVER AND THE REFERENCE MARK DISK REMOVED FROM THE NORTH
 SY5260'CORNER.  THE ORIGINAL POSITION OF THE WALL COULD BE REASONABLY
 SY5260'DETERMINED AND MEASUREMENTS WERE MADE.  PRODDING AND DIGGING IN
 SY5260'THE AREA INDICATED, FAILED TO PRODUCE ANY EVIDENCE OF THE
 SY5260'STATION.
 SY5260
 SY5260                          STATION RECOVERY (2001)
 SY5260
 SY5260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SY5260'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4162 ***********************************************************************
 SY4162  DESIGNATION -  FLO VILLA NORTH LIGHT
 SY4162  PID         -  SY4162
 SY4162  STATE/COUNTY-  WA/KING
 SY4162  USGS QUAD   -  
 SY4162
 SY4162                         *CURRENT SURVEY CONTROL
 SY4162  ___________________________________________________________________
 SY4162* NAD 83(1991)-  47 38 19.19458(N)    122 19 51.61530(W)     ADJUSTED  
 SY4162* NAVD 88     -                                                        
 SY4162  ___________________________________________________________________
 SY4162  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 SY4162  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SY4162
 SY4162  HORZ ORDER  -  THIRD
 SY4162
 SY4162.The horizontal coordinates were established by classical geodetic methods
 SY4162.and adjusted by the National Geodetic Survey in December 1991..
 SY4162
 SY4162
 SY4162.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4162
 SY4162.The geoid height was determined by GEOID03.
 SY4162
 SY4162;                    North         East     Units Scale Factor Converg.
 SY4162;SPC WA N     -    72,103.068   387,467.266   MT  0.99997702   -1 06 54.2
 SY4162;SPC WA N     -   236,558.15  1,271,215.52   sFT  0.99997702   -1 06 54.2
 SY4162;UTM  10      - 5,276,357.408   550,251.448   MT  0.99963103   +0 29 39.6
 SY4162
 SY4162                          SUPERSEDED SURVEY CONTROL
 SY4162
 SY4162  NAD 83(1986)-  47 38 19.18813(N)    122 19 51.62063(W) AD(       ) 4
 SY4162  NAD 27      -  47 38 19.83766(N)    122 19 47.16838(W) AD(       ) 3
 SY4162
 SY4162.Superseded values are not recommended for survey control.
 SY4162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4162.See file dsdata.txt to determine how the superseded data were derived.
 SY4162
 SY4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5025176357(NAD 83)
 SY4162_MARKER: 14 = NAVIGATION LIGHT
 SY4162
 SY4162  HISTORY     - Date     Condition        Report By
 SY4162  HISTORY     - 1975     FIRST OBSERVED   NOSPMC
 SY4162  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY4162
 SY4162                          STATION DESCRIPTION
 SY4162
 SY4162'DESCRIBED BY PACIFIC MARINE CENTER 1975 (RBM)
 SY4162'LOCATED IN THE CITY OF SEATTLE, ALONG THE EAST SHORE OF LAKE UNION,
 SY4162'AT THE OUTER END OF THE MAIN FLOATING WALK OF THE FLO VILLA BOATHOUSE
 SY4162'MOORAGE AT 2207 FAIRVIEW AVENUE NORTH.
 SY4162'
 SY4162'THE STATION IS THE SMALL, RED LIGHT ATOP A THREE-PILE DOLPHIN AND 9
 SY4162'FEET NORTH OF A OF A SIMILIAR RED LIGHT ON A DOLPHIN.  DESIGNATED AS
 SY4162'NO. 2468 IN THE PUBLICATION LIGHT LIST, VOLUME III, PACIFIC COAST
 SY4162'AND PACIFIC ISLANDS, 1975.
 SY4162
 SY4162                          STATION RECOVERY (2002)
 SY4162
 SY4162'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1548 ***********************************************************************
 SA1548  DESIGNATION -  FLOOD C
 SA1548  PID         -  SA1548
 SA1548  STATE/COUNTY-  WA/GRANT
 SA1548  USGS QUAD   -  BEVERLY NE (1965)
 SA1548
 SA1548                         *CURRENT SURVEY CONTROL
 SA1548  ___________________________________________________________________
 SA1548* NAD 83(1991)-  46 54 10.87372(N)    119 45 07.32672(W)     ADJUSTED  
 SA1548* NAVD 88     -       373.873  (meters)    1226.62   (feet)  ADJUSTED  
 SA1548  ___________________________________________________________________
 SA1548  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 SA1548  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SA1548  DYNAMIC HT  -         373.894 (meters)    1226.68  (feet)  COMP
 SA1548  MODELED GRAV-     980,658.3   (mgal)                       NAVD 88
 SA1548
 SA1548  HORZ ORDER  -  SECOND
 SA1548  VERT ORDER  -  SECOND    CLASS 0
 SA1548
 SA1548.The horizontal coordinates were established by classical geodetic methods
 SA1548.and adjusted by the National Geodetic Survey in December 1991..
 SA1548
 SA1548.The orthometric height was determined by differential leveling
 SA1548.and adjusted by the National Geodetic Survey in June 1991..
 SA1548
 SA1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1548
 SA1548.The geoid height was determined by GEOID03.
 SA1548
 SA1548.The dynamic height is computed by dividing the NAVD 88
 SA1548.geopotential number by the normal gravity value computed on the
 SA1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1548.degrees latitude (g = 980.6199 gals.).
 SA1548
 SA1548.The modeled gravity was interpolated from observed gravity values.
 SA1548
 SA1548;                    North         East     Units Scale Factor Converg.
 SA1548;SPC WA S     -   174,742.854   556,985.216   MT  0.99992997   +0 32 35.9
 SA1548;SPC WA S     -   573,302.18  1,827,375.66   sFT  0.99992997   +0 32 35.9
 SA1548;UTM  11      - 5,198,064.204   290,401.923   MT  1.00013998   -2 00 36.9
 SA1548
 SA1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1548!SPC WA S     -   0.99994468  x   0.99992997  =   0.99987466
 SA1548!UTM  11      -   0.99994468  x   1.00013998  =   1.00008465
 SA1548
 SA1548|---------------------------------------------------------------------|
 SA1548| PID    Reference Object                     Distance      Geod. Az  |
 SA1548|                                                           dddmmss.s |
 SA1548| SA1552 CANAL C                             392.673 METERS 27517     |
 SA1548| SA1550 FLOOD C RM 1                          6.207 METERS 29114     |
 SA1548| SA1549 FLOOD C RM 2                         10.646 METERS 33647     |
 SA1548| SA2429 LOW GAP                             APPROX. 8.1 KM 3455249.4 |
 SA1548|---------------------------------------------------------------------|
 SA1548
 SA1548                          SUPERSEDED SURVEY CONTROL
 SA1548
 SA1548  NAD 83(1986)-  46 54 10.88303(N)    119 45 07.31445(W) AD(       ) 2
 SA1548  NAD 27      -  46 54 11.40160(N)    119 45 03.16860(W) AD(       ) 2
 SA1548  NGVD 29 (??/??/92)  372.773  (m)         1223.01   (f) ADJ UNCH    2 0
 SA1548
 SA1548.Superseded values are not recommended for survey control.
 SA1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1548.See file dsdata.txt to determine how the superseded data were derived.
 SA1548
 SA1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM9040298064(NAD 83)
 SA1548_MARKER: DB = BENCH MARK DISK
 SA1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1548_STAMPING: FLOOD C 1961
 SA1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1548
 SA1548  HISTORY     - Date     Condition        Report By
 SA1548  HISTORY     - 1961     MONUMENTED       CGS
 SA1548  HISTORY     - 1961     GOOD             CGS
 SA1548
 SA1548                          STATION DESCRIPTION
 SA1548
 SA1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SA1548'THE STATION IS LOCATED ABOUT 6 MILES WEST OF ROYAL CITY, 10 MILES
 SA1548'NORTHEAST OF BEVERLY, 11-1/2 MILES EAST-SOUTHEAST OF VANTAGE AND ON
 SA1548'THE NORTH SIDE OF AN IRRIGATION CANAL WHICH IS ABOUT 200 YARDS SOUTH
 SA1548'OF THE SOUTH BOUNDARY FENCE OF TITAN MISSILE COMPLEX 1-C.  IT IS
 SA1548'28 FEET NORTH OF THE NORTH EDGE OF THE CANAL, 21 FEET NORTH OF THE
 SA1548'CENTER OF A GRAVELED ROAD, 3.5 FEET WEST OF A WITNESS POST AND 3 FEET
 SA1548'SOUTHEAST OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 SA1548'STAMPED FLOOD-C 1961.
 SA1548'
 SA1548'REFERENCE MARK 1 IS 27 FEET NORTH OF THE CENTER OF THE GRAVELED
 SA1548'ROAD, 25 FEET WEST OF A POWER POLE AND 24.5 FEET WEST OF THE
 SA1548'WITNESS POST.  THE MONUMENT PROJECTS 0.2 FOOT AND THE DISK IS
 SA1548'STAMPED FLOOD-C NO 1 1961.
 SA1548'
 SA1548'REFERENCE MARK 2 IS 51 FEET NORTH OF THE CENTER OF THE ROAD, 37.8
 SA1548'FEET NORTHWEST OF THE WITNESS POST AND 37 FEET NORTHWEST OF THE
 SA1548'POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FLOOD-C NO
 SA1548'2 1961.
 SA1548'
 SA1548'TO REACH THE STATION FROM BROADWAY STREET AND U.S. HIGHWAY 10, AT
 SA1548'THE SOUTHWEST EDGE OF MOSES LAKE, GO WEST ON HIGHWAY 10 FOR 14.1
 SA1548'MILES TO MORRISON ROAD.  CONTINUE WEST ON HIGHWAY 10 FOR 10.1 MILES
 SA1548'TO ADAMS ROAD.  GO SOUTH ON ADAMS ROAD FOR 14.3 MILES TO THE ACCESS
 SA1548'ROAD TO THE MISSILE SITE.  CONTINUE AHEAD FOR ABOUT 40 YARDS TO A
 SA1548'SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW THE ROAD ALONG THE NORTH
 SA1548'SIDE OF THE CANAL FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 SA1548'
 SA1548'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 SA1548
 SA1548                          STATION RECOVERY (1961)
 SA1548
 SA1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SA1548'6 MI W FROM ROYAL CITY.
 SA1548'1 1/2 BLOCKS NORTH FROM THE POST OFFICE IN MOSES LAKE, THENCE
 SA1548'SOUTHWEST ALONG BROADWAY STREET FOR 1.8 MILES, THENCE WEST ON
 SA1548'INTERSTATE HIGHWAY 90 FOR 24.3 MILES, THENCE SOUTH ALONG ADAMS ROAD
 SA1548'FOR 14.4 MILES, THENCE WEST FOR 0.25 MILES, 21 FEET NORTH OF GRAVELED
 SA1548'ROAD 3.5 FEET WEST OF WITNESS POST, 3 FEET WEST OF POWER POLE, 28 FEET
 SA1548'NORTH OF CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1550 ***********************************************************************
 SA1550  DESIGNATION -  FLOOD C RM 1
 SA1550  PID         -  SA1550
 SA1550  STATE/COUNTY-  WA/GRANT
 SA1550  USGS QUAD   -  BEVERLY NE (1965)
 SA1550
 SA1550                         *CURRENT SURVEY CONTROL
 SA1550  ___________________________________________________________________
 SA1550* NAD 83(1986)-  46 54 10.     (N)    119 45 07.     (W)     SCALED    
 SA1550* NAVD 88     -       373.709  (meters)    1226.08   (feet)  ADJUSTED  
 SA1550  ___________________________________________________________________
 SA1550  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SA1550  DYNAMIC HT  -         373.729 (meters)    1226.14  (feet)  COMP
 SA1550  MODELED GRAV-     980,658.3   (mgal)                       NAVD 88
 SA1550
 SA1550  VERT ORDER  -  SECOND    CLASS 0
 SA1550
 SA1550.The horizontal coordinates were scaled from a topographic map and have
 SA1550.an estimated accuracy of +/- 6 seconds.
 SA1550
 SA1550.The orthometric height was determined by differential leveling
 SA1550.and adjusted by the National Geodetic Survey in June 1991..
 SA1550
 SA1550.The geoid height was determined by GEOID03.
 SA1550
 SA1550.The dynamic height is computed by dividing the NAVD 88
 SA1550.geopotential number by the normal gravity value computed on the
 SA1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1550.degrees latitude (g = 980.6199 gals.).
 SA1550
 SA1550.The modeled gravity was interpolated from observed gravity values.
 SA1550
 SA1550;                    North         East    Units  Estimated Accuracy
 SA1550;SPC WA S     -   174,720.      556,990.      MT  (+/- 180 meters Scaled)
 SA1550
 SA1550                          SUPERSEDED SURVEY CONTROL
 SA1550
 SA1550  NGVD 29 (??/??/92)  372.608  (m)         1222.46   (f) ADJ UNCH    2 0
 SA1550
 SA1550.Superseded values are not recommended for survey control.
 SA1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1550.See file dsdata.txt to determine how the superseded data were derived.
 SA1550
 SA1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM904980(NAD 83)
 SA1550_MARKER: DR = REFERENCE MARK DISK
 SA1550_SETTING: 0 = UNSPECIFIED SETTING
 SA1550_STAMPING: FLOOD C RM 1 1961
 SA1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1550
 SA1550  HISTORY     - Date     Condition        Report By
 SA1550  HISTORY     - 1961     MONUMENTED       CGS
 SA1550
 SA1550                          STATION DESCRIPTION
 SA1550
 SA1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA1550'6 MI W FROM ROYAL CITY.
 SA1550'1 1/2 BLOCKS NORTH FROM THE POST OFFICE IN MOSES LAKE, THENCE
 SA1550'SOUTHWEST ALONG BROADWAY STREET FOR 1.8 MILES, THENCE WEST ON
 SA1550'INTERSTATE HIGHWAY 90 FOR 24.3 MILES, THENCE SOUTH ALONG ADAMS ROAD
 SA1550'FOR 14.4 MILES, THENCE WEST FOR 0.25 MILES, 27 FEET NORTH OF
 SA1550'CENTERLINE OF GRAVELED ROAD, 24.5 FEET WEST OF WITNESS POST, 25 FEET
 SA1550'WEST OF POWER POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1549 ***********************************************************************
 SA1549  DESIGNATION -  FLOOD C RM 2
 SA1549  PID         -  SA1549
 SA1549  STATE/COUNTY-  WA/GRANT
 SA1549  USGS QUAD   -  BEVERLY NE (1965)
 SA1549
 SA1549                         *CURRENT SURVEY CONTROL
 SA1549  ___________________________________________________________________
 SA1549* NAD 83(1986)-  46 54 10.     (N)    119 45 07.     (W)     SCALED    
 SA1549* NAVD 88     -       373.738  (meters)    1226.17   (feet)  ADJUSTED  
 SA1549  ___________________________________________________________________
 SA1549  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SA1549  DYNAMIC HT  -         373.758 (meters)    1226.24  (feet)  COMP
 SA1549  MODELED GRAV-     980,658.3   (mgal)                       NAVD 88
 SA1549
 SA1549  VERT ORDER  -  SECOND    CLASS 0
 SA1549
 SA1549.The horizontal coordinates were scaled from a topographic map and have
 SA1549.an estimated accuracy of +/- 6 seconds.
 SA1549
 SA1549.The orthometric height was determined by differential leveling
 SA1549.and adjusted by the National Geodetic Survey in June 1991..
 SA1549
 SA1549.The geoid height was determined by GEOID03.
 SA1549
 SA1549.The dynamic height is computed by dividing the NAVD 88
 SA1549.geopotential number by the normal gravity value computed on the
 SA1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1549.degrees latitude (g = 980.6199 gals.).
 SA1549
 SA1549.The modeled gravity was interpolated from observed gravity values.
 SA1549
 SA1549;                    North         East    Units  Estimated Accuracy
 SA1549;SPC WA S     -   174,720.      556,990.      MT  (+/- 180 meters Scaled)
 SA1549
 SA1549                          SUPERSEDED SURVEY CONTROL
 SA1549
 SA1549  NGVD 29 (??/??/92)  372.638  (m)         1222.56   (f) ADJ UNCH    2 0
 SA1549
 SA1549.Superseded values are not recommended for survey control.
 SA1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1549.See file dsdata.txt to determine how the superseded data were derived.
 SA1549
 SA1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKM904980(NAD 83)
 SA1549_MARKER: DR = REFERENCE MARK DISK
 SA1549_SETTING: 0 = UNSPECIFIED SETTING
 SA1549_STAMPING: FLOOD C RM 2 1961
 SA1549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1549
 SA1549  HISTORY     - Date     Condition        Report By
 SA1549  HISTORY     - 1961     MONUMENTED       CGS
 SA1549
 SA1549                          STATION DESCRIPTION
 SA1549
 SA1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SA1549'6 MI W FROM ROYAL CITY.
 SA1549'1 1/2 BLOCKS NORTH FROM THE POST OFFICE IN MOSES LAKE, THENCE
 SA1549'SOUTHWEST ALONG BROADWAY STREET FOR 1.8 MILES, THENCE WEST ON
 SA1549'INTERSTATE HIGHWAY 90 FOR 24.3 MILES.  51 FEET NORTH OF CENTERLINE OF
 SA1549'GRAVELED ROAD, 37.8 FEET NORTHWEST OF WITNESS POST, 37 FEET NORTHWEST
 SA1549'OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0193 ***********************************************************************
 SX0193  DESIGNATION -  FLOOD MARK
 SX0193  PID         -  SX0193
 SX0193  STATE/COUNTY-  WA/GRANT
 SX0193  USGS QUAD   -  WEST BAR (1966)
 SX0193
 SX0193                         *CURRENT SURVEY CONTROL
 SX0193  ___________________________________________________________________
 SX0193* NAD 83(1986)-  47 13 28.     (N)    120 00 08.     (W)     SCALED    
 SX0193* NAVD 88     -       170.820  (meters)     560.43   (feet)  ADJUSTED  
 SX0193  ___________________________________________________________________
 SX0193  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 SX0193  DYNAMIC HT  -         170.833 (meters)     560.47  (feet)  COMP
 SX0193  MODELED GRAV-     980,690.8   (mgal)                       NAVD 88
 SX0193
 SX0193  VERT ORDER  -  SECOND    CLASS 0
 SX0193
 SX0193.The horizontal coordinates were scaled from a topographic map and have
 SX0193.an estimated accuracy of +/- 6 seconds.
 SX0193
 SX0193.The orthometric height was determined by differential leveling
 SX0193.and adjusted by the National Geodetic Survey in June 1991..
 SX0193
 SX0193.The geoid height was determined by GEOID03.
 SX0193
 SX0193.The dynamic height is computed by dividing the NAVD 88
 SX0193.geopotential number by the normal gravity value computed on the
 SX0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0193.degrees latitude (g = 980.6199 gals.).
 SX0193
 SX0193.The modeled gravity was interpolated from observed gravity values.
 SX0193
 SX0193;                    North         East    Units  Estimated Accuracy
 SX0193;SPC WA S     -   210,320.      537,700.      MT  (+/- 180 meters Scaled)
 SX0193
 SX0193                          SUPERSEDED SURVEY CONTROL
 SX0193
 SX0193  NGVD 29 (??/??/92)  169.662  (m)          556.63   (f) ADJ UNCH    2 0
 SX0193
 SX0193.Superseded values are not recommended for survey control.
 SX0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0193.See file dsdata.txt to determine how the superseded data were derived.
 SX0193
 SX0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGT269344(NAD 83)
 SX0193_MARKER: DD = SURVEY DISK
 SX0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SX0193_SP_SET: WALL
 SX0193_STAMPING: JUNE 12 1948
 SX0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX0193
 SX0193  HISTORY     - Date     Condition        Report By
 SX0193  HISTORY     - 1948     MONUMENTED       USGS
 SX0193  HISTORY     - 1949     GOOD             NGS
 SX0193
 SX0193                          STATION DESCRIPTION
 SX0193
 SX0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 SX0193'1.9 MI SW FROM TRINIDAD.
 SX0193'1.9 MILES SOUTHWEST ALONG A PAVED COUNTY ROAD FROM THE POST OFFICE AT
 SX0193'TRINIDAD, ON THE EAST SIDE OF THE COLUMBIA RIVER, ABOUT 4 PACES
 SX0193'SOUTHWEST OF B.M. TT 90 M (USGS), ABOUT 647 FEET SOUTH OF THE JUNCTION
 SX0193'OF A ROAD LEADING TO KERNS FERRY, ABOUT 490 FEET SOUTH OF THE
 SX0193'SOUTHEAST CORNER OF THE CRESENT COMMUNITY HALL, 44 FEET WEST OF THE
 SX0193'CENTER LINE OF THE ROAD, SET VERTICALLY IN THE EAST CONCRETE WALL OF
 SX0193'THE REMAINS OF AN OLD PUMP HOUSE, AND 3.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0631 ***********************************************************************
 TP0631  DESIGNATION -  FLOOD MARK USGS
 TP0631  PID         -  TP0631
 TP0631  STATE/COUNTY-  WA/OKANOGAN
 TP0631  USGS QUAD   -  RIVERSIDE (1981)
 TP0631
 TP0631                         *CURRENT SURVEY CONTROL
 TP0631  ___________________________________________________________________
 TP0631* NAD 83(1986)-  48 30 11.     (N)    119 30 19.     (W)     SCALED    
 TP0631* NAVD 88     -       262.596  (meters)     861.53   (feet)  ADJUSTED  
 TP0631  ___________________________________________________________________
 TP0631  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 TP0631  DYNAMIC HT  -         262.642 (meters)     861.68  (feet)  COMP
 TP0631  MODELED GRAV-     980,777.6   (mgal)                       NAVD 88
 TP0631
 TP0631  VERT ORDER  -  FIRST     CLASS II
 TP0631
 TP0631.The horizontal coordinates were scaled from a topographic map and have
 TP0631.an estimated accuracy of +/- 6 seconds.
 TP0631
 TP0631.The orthometric height was determined by differential leveling
 TP0631.and adjusted by the National Geodetic Survey in June 1991..
 TP0631
 TP0631.The geoid height was determined by GEOID03.
 TP0631
 TP0631.The dynamic height is computed by dividing the NAVD 88
 TP0631.geopotential number by the normal gravity value computed on the
 TP0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0631.degrees latitude (g = 980.6199 gals.).
 TP0631
 TP0631.The modeled gravity was interpolated from observed gravity values.
 TP0631
 TP0631;                    North         East    Units  Estimated Accuracy
 TP0631;SPC WA N     -   167,960.      598,130.      MT  (+/- 180 meters Scaled)
 TP0631
 TP0631                          SUPERSEDED SURVEY CONTROL
 TP0631
 TP0631  NGVD 29 (??/??/92)  261.307  (m)          857.30   (f) ADJ UNCH    1 2
 TP0631
 TP0631.Superseded values are not recommended for survey control.
 TP0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0631.See file dsdata.txt to determine how the superseded data were derived.
 TP0631
 TP0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP149752(NAD 83)
 TP0631_MARKER: DD = SURVEY DISK
 TP0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TP0631_SP_SET: BRIDGE ABUTMENT
 TP0631_STAMPING: MAY 31 1948
 TP0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TP0631
 TP0631  HISTORY     - Date     Condition        Report By
 TP0631  HISTORY     - 1948     MONUMENTED       USGS
 TP0631  HISTORY     - 1958     GOOD             NGS
 TP0631  HISTORY     - 1959     GOOD             NGS
 TP0631  HISTORY     - 1975     MARK NOT FOUND   USGS
 TP0631  HISTORY     - 1981     MARK NOT FOUND   NGS
 TP0631
 TP0631                          STATION DESCRIPTION
 TP0631
 TP0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TP0631'IN RIVERSIDE.
 TP0631'AT RIVERSIDE, SET VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHWEST
 TP0631'WING WALL OF THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER THE OKANOGAN
 TP0631'RIVER, 15 FEET NORTHWEST OF THE CENTER LINE OF THE BRIDGE, 92 FEET
 TP0631'NORTHEAST OF THE CENTER LINE OF MAIN STREET, 1.5 FEET BELOW THE TOP OF
 TP0631'THE WING WALL, AND 4 FEET ABOVE THE GROUND.
 TP0631
 TP0631                          STATION RECOVERY (1959)
 TP0631
 TP0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 TP0631'RECOVERED IN GOOD CONDITION.
 TP0631
 TP0631                          STATION RECOVERY (1975)
 TP0631
 TP0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TP0631'MARK NOT FOUND.
 TP0631
 TP0631                          STATION RECOVERY (1981)
 TP0631
 TP0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TP0631'NOT RECOVERED, BELIEVED DESTROYED BY COBSTRUCTION OF A NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0461 ***********************************************************************
 TQ0461  DESIGNATION -  FLORA
 TQ0461  PID         -  TQ0461
 TQ0461  STATE/COUNTY-  WA/CHELAN
 TQ0461  USGS QUAD   -  PINNACLE MOUNTAIN (1988)
 TQ0461
 TQ0461                         *CURRENT SURVEY CONTROL
 TQ0461  ___________________________________________________________________
 TQ0461* NAD 83(1991)-  48 14 35.21192(N)    120 41 44.12261(W)     ADJUSTED  
 TQ0461* NAVD 88     -      2537.4    (meters)    8325.     (feet)  VERTCON   
 TQ0461  ___________________________________________________________________
 TQ0461  LAPLACE CORR-          -9.25  (seconds)                    DEFLEC99
 TQ0461  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 TQ0461
 TQ0461  HORZ ORDER  -  SECOND
 TQ0461
 TQ0461.The horizontal coordinates were established by classical geodetic methods
 TQ0461.and adjusted by the National Geodetic Survey in December 1991..
 TQ0461
 TQ0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0461
 TQ0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0461
 TQ0461.The geoid height was determined by GEOID03.
 TQ0461
 TQ0461;                    North         East     Units Scale Factor Converg.
 TQ0461;SPC WA N     -   138,222.137   510,230.214   MT  0.99994464   +0 06 09.2
 TQ0461;SPC WA N     -   453,483.79  1,673,980.29   sFT  0.99994464   +0 06 09.2
 TQ0461;UTM  10      - 5,345,889.123   671,084.300   MT  0.99995965   +1 43 10.0
 TQ0461
 TQ0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0461!SPC WA N     -   0.99960523  x   0.99994464  =   0.99954989
 TQ0461!UTM  10      -   0.99960523  x   0.99995965  =   0.99956489
 TQ0461
 TQ0461                          SUPERSEDED SURVEY CONTROL
 TQ0461
 TQ0461  NAD 83(1986)-  48 14 35.21286(N)    120 41 44.11560(W) AD(       ) 2
 TQ0461  NAD 27      -  48 14 35.72350(N)    120 41 39.77180(W) AD(       ) 2
 TQ0461  NGVD 29 (07/19/86) 2535.9    (m)         8320.     (f) VERT ANG       
 TQ0461
 TQ0461.Superseded values are not recommended for survey control.
 TQ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0461.See file dsdata.txt to determine how the superseded data were derived.
 TQ0461
 TQ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UFU7108445889(NAD 83)
 TQ0461
 TQ0461  HISTORY     - Date     Condition        Report By
 TQ0461  HISTORY     - 1962     MONUMENTED       USGS
 TQ0461  HISTORY     - 1962     GOOD             USGS
 TQ0461
 TQ0461                          STATION DESCRIPTION
 TQ0461
 TQ0461'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (ZT)
 TQ0461'LOCATED 3.4 MI. N. AND 4.5 MI. E. FROM HOLDEN.  3 MI. W. OF LAKE
 TQ0461'CHELAN.  ON DIVIDE N. OF RIDDLE CREEK, AT HEAD OF CASTLE CREEK
 TQ0461'WHICH FLOWS N., ON FLORA PEAK WHICH IS THE HIGHEST IN THE VICINITY.
 TQ0461'
 TQ0461'REACHED BY HELICOPTER.
 TQ0461'
 TQ0461'TO REACH FROM HOLDEN, GO E. DOWN RD. ABOUT 2.7 MI. PASSING TENMILE
 TQ0461'CREEK.  GO ABOUT 150 YARDS E. OF POINT WHERE POWERLINE CROSSES RD.
 TQ0461'TRAIL INTERSECTS RD. HER, AT SIGNBOARD, ON N. SIDE OF RD. AT CURVE.
 TQ0461'GO N. UP TRAIL ABOUT 2.5 MI. AND TAKE RIGHT FORK ALONG S. FACE OF
 TQ0461'RIDGE.  GO 2 MI. TO PASS BETWEEN RIDDLE AND LUCERNE PEAKS.
 TQ0461'CONTINUE N. DOWN N. SIDE (TRAIL PASSES SPRING IN BASIN 200 YARDS N.
 TQ0461'OF PASS).  CONTINUE DOWN (N.) ABOUT 1 MI. TO RIDDLE CREEK.  CROSS
 TQ0461'RIDDLE CREEK AND GO ABOUT 300 YARDS TO OPEN.  TURN LEFT (LEAVING
 TQ0461'TRAIL) AT BLAZED TREE.  BLAZES ARE PLAIN AT UPPER (N.) END OF OPEN.
 TQ0461'AFTER PASSING THROUGH HEAVY TIMBER, ENTER OPENS, AND
 TQ0461'SWITCHBACK, UP SLOPE TO ROCKS.  TURN RIGHT AND CROSS DRAIN
 TQ0461'(BLAZING RATHER INADEQUATE).  TURN LEFT, UP LARGE DRAIN, TO OPEN AT
 TQ0461'ITS HEAD.  THERE ARE WATER AND GRASS HERE.  HORSES WITH LIGHT PACKS
 TQ0461'CAN BE TAKEN TO THIS POINT.  WALK N. TO TOP OF RIDGE AND TURN RIGHT.
 TQ0461'FOLLOW RIDGE TO STATION, 6 FT. SW. OF HIGHEST POINT, ABOUT 4 FT.
 TQ0461'LOWER, AND 5 FT. W. OF CLIFF FALLING E.
 TQ0461'
 TQ0461'STATION MARK--STANDARD TABLET STAMPED FLORA 1944 CEMENTED IN SOLID
 TQ0461'ROCK.
 TQ0461'
 TQ0461'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED WITH ARROW AND REF NO 1
 TQ0461'CEMENTED IN ROCK.
 TQ0461'
 TQ0461'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED 2
 TQ0461'CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5019 ***********************************************************************
 SY5019  DESIGNATION -  FLORAL 2
 SY5019  PID         -  SY5019
 SY5019  STATE/COUNTY-  WA/KITSAP
 SY5019  USGS QUAD   -  LOFALL (1973)
 SY5019
 SY5019                         *CURRENT SURVEY CONTROL
 SY5019  ___________________________________________________________________
 SY5019* NAD 83(1991)-  47 46 03.97209(N)    122 42 53.83074(W)     ADJUSTED  
 SY5019* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY5019  ___________________________________________________________________
 SY5019  LAPLACE CORR-         -12.82  (seconds)                    DEFLEC99
 SY5019  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 SY5019
 SY5019  HORZ ORDER  -  THIRD
 SY5019
 SY5019.The horizontal coordinates were established by classical geodetic methods
 SY5019.and adjusted by the National Geodetic Survey in December 1991..
 SY5019
 SY5019.The orthometric height was scaled from a topographic map.
 SY5019
 SY5019.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5019
 SY5019.The geoid height was determined by GEOID03.
 SY5019
 SY5019;                    North         East     Units Scale Factor Converg.
 SY5019;SPC WA N     -    87,086.190   358,974.025   MT  0.99996083   -1 24 03.3
 SY5019;SPC WA N     -   285,715.28  1,177,733.95   sFT  0.99996083   -1 24 03.3
 SY5019;UTM  10      - 5,290,528.690   521,358.470   MT  0.99960561   +0 12 39.8
 SY5019
 SY5019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5019!SPC WA N     -   1.00000300  x   0.99996083  =   0.99996383
 SY5019!UTM  10      -   1.00000300  x   0.99960561  =   0.99960861
 SY5019
 SY5019|---------------------------------------------------------------------|
 SY5019| PID    Reference Object                     Distance      Geod. Az  |
 SY5019|                                                           dddmmss.s |
 SY5019| CF6638 FLORAL 2 RM 1                        21.210 METERS 11405     |
 SY5019| CF6639 FLORAL 2 RM 2                        14.080 METERS 20151     |
 SY5019| SY5024 GRIP                                APPROX. 2.5 KM 2912255.9 |
 SY5019|---------------------------------------------------------------------|
 SY5019
 SY5019                          SUPERSEDED SURVEY CONTROL
 SY5019
 SY5019  NAD 83(1986)-  47 46 03.96878(N)    122 42 53.83661(W) AD(       ) 3
 SY5019  NAD 27      -  47 46 04.63000(N)    122 42 49.26800(W) AD(       ) 3
 SY5019
 SY5019.Superseded values are not recommended for survey control.
 SY5019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5019.See file dsdata.txt to determine how the superseded data were derived.
 SY5019
 SY5019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2135890529(NAD 83)
 SY5019_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY5019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY5019
 SY5019  HISTORY     - Date     Condition        Report By
 SY5019  HISTORY     - 1934     MONUMENTED       CGS
 SY5019  HISTORY     - 1944     SEE DESCRIPTION  CGS
 SY5019  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SY5019  HISTORY     - 1946     SEE DESCRIPTION  CGS
 SY5019  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 SY5019  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 SY5019
 SY5019                          STATION DESCRIPTION
 SY5019
 SY5019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5019'STATION IS LOCATED ON THE E SIDE OF HOOD CANAL ON A GRAVEL
 SY5019'SPIT.  THIS SPIT IS ABOUT 100 METERS N OF THE SETTLEMENT OF
 SY5019'VINLAND.  ON SAID SPIT IS AN ABANDONED CLAM CANNERY.  THE MARK IS
 SY5019'INSHORE FROM THE POINT OF THE SPIT ABOUT 20 METERS FROM HIGH
 SY5019'WATER.
 SY5019'
 SY5019'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY5019'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SY5019'
 SY5019'REFERENCE MARK NO.1 IS E OF THE STATION AND REFERENCE MARK NO.2
 SY5019'IS DUE S OF THE STATION.
 SY5019
 SY5019                          STATION RECOVERY (1944)
 SY5019
 SY5019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (MVJ)
 SY5019'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SY5019'
 SY5019'REFERENCE MARKS COULD NOT BE FOUND.
 SY5019
 SY5019                          STATION RECOVERY (1945)
 SY5019
 SY5019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (CDM)
 SY5019'ORIGINAL DESCRIPTION ADEQUATE.
 SY5019'
 SY5019'STATION IS LOCATED ON THE E SIDE OF HOOD CANAL, ON A GRAVEL
 SY5019'SPIT.  THIS SPIT IS ABOUT 100 METERS N OF THE SETTLEMENT OF
 SY5019'VINLAND.  ON THE SPIT IS AN ABANDONED CLAM CANNERY IN RUINS.  THE
 SY5019'MARK IS INSHORE FROM THE POINT OF THE SPIT, ABOUT 20 METERS FROM
 SY5019'THE HIGH-WATER LINE.
 SY5019'
 SY5019'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, NOTE 1A.
 SY5019'
 SY5019'THE STATION WAS RECOVERED AS DESCRIBED.  NO REFERENCE MARKS WERE
 SY5019'FOUND.
 SY5019
 SY5019                          STATION RECOVERY (1946)
 SY5019
 SY5019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (TBR)
 SY5019'NO REFERENCE MARKS WERE FOUND.  THE STATION WAS RECOVERED AS
 SY5019'DESCRIBED IN 1934 WITH THE FOLLOWING CORRECTIONS AND ADDITIONS--
 SY5019'
 SY5019'NO TRACE OF THE CLAM CANNERY REMAINS.  THE MARK WILL SOON BE
 SY5019'COVERED BY DRIFT LOGS AND GRASS, AND IS ABOUT 30 FEET E OF AND 3
 SY5019'FEET LOWER THAN TOP OF SAND AND SHELL BANK AT THE STORM-WATER LINE.
 SY5019
 SY5019                          STATION RECOVERY (1961)
 SY5019
 SY5019'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 SY5019'A THOROUGH SEARCH WAS CONDUCTED AND U.S. NAVY EMPLOYEES CONSULTED
 SY5019'ABOUT THE WHEREABOUTS OF FLORAL 2.  NAVY PEOPLE CONVINCED THAT THE
 SY5019'MONUMENT HAS BEEN DESTROYED AND IT APPEARS TO BE TRUE.  A SURVEY
 SY5019'POINT WAS ESTABLISHED IN THE VICINITY WITH AN ACCURACY OF
 SY5019'1--150,000 USING T-2 AND ELECTROTAPE.
 SY5019
 SY5019                          STATION RECOVERY (1997)
 SY5019
 SY5019'RECOVERY NOTE BY US POWER SQUADRON 1997
 SY5019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5282 ***********************************************************************
 SY5282  DESIGNATION -  FLOSS 1880
 SY5282  PID         -  SY5282
 SY5282  STATE/COUNTY-  WA/KITSAP
 SY5282  USGS QUAD   -  BREMERTON EAST (1981)
 SY5282
 SY5282                         *CURRENT SURVEY CONTROL
 SY5282  ___________________________________________________________________
 SY5282* NAD 83(1991)-  47 35 37.59809(N)    122 33 42.85983(W)     ADJUSTED  
 SY5282* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY5282  ___________________________________________________________________
 SY5282  LAPLACE CORR-         -12.06  (seconds)                    DEFLEC99
 SY5282  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 SY5282
 SY5282  HORZ ORDER  -  THIRD
 SY5282
 SY5282.The horizontal coordinates were established by classical geodetic methods
 SY5282.and adjusted by the National Geodetic Survey in December 1991..
 SY5282
 SY5282.The orthometric height was scaled from a topographic map.
 SY5282
 SY5282.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5282
 SY5282.The geoid height was determined by GEOID03.
 SY5282
 SY5282;                    North         East     Units Scale Factor Converg.
 SY5282;SPC WA N     -    67,477.327   370,008.327   MT  0.99998383   -1 17 13.0
 SY5282;SPC WA N     -   221,381.86  1,213,935.65   sFT  0.99998383   -1 17 13.0
 SY5282;UTM  10      - 5,271,244.833   532,935.573   MT  0.99961333   +0 19 24.5
 SY5282
 SY5282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5282!SPC WA N     -   1.00000251  x   0.99998383  =   0.99998634
 SY5282!UTM  10      -   1.00000251  x   0.99961333  =   0.99961584
 SY5282
 SY5282:                Primary Azimuth Mark                     Grid Az
 SY5282:SPC WA N     -  PLEASANT BCH DOCK SIGN NW COR            095 34 46.2
 SY5282:UTM  10      -  PLEASANT BCH DOCK SIGN NW COR            093 58 08.7
 SY5282
 SY5282|---------------------------------------------------------------------|
 SY5282| PID    Reference Object                     Distance      Geod. Az  |
 SY5282|                                                           dddmmss.s |
 SY5282| SY5233 PLEASANT BCH DOCK SIGN NW COR       APPROX. 1.9 KM 0941733.2 |
 SY5282| SY5270 CARROLL                             APPROX. 1.2 KM 2105523.5 |
 SY5282|---------------------------------------------------------------------|
 SY5282
 SY5282                          SUPERSEDED SURVEY CONTROL
 SY5282
 SY5282  NAD 83(1986)-  47 35 37.59224(N)    122 33 42.86577(W) AD(       ) 3
 SY5282  NAD 27      -  47 35 38.24200(N)    122 33 38.38600(W) AD(       ) 3
 SY5282
 SY5282.Superseded values are not recommended for survey control.
 SY5282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5282.See file dsdata.txt to determine how the superseded data were derived.
 SY5282
 SY5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3293671245(NAD 83)
 SY5282
 SY5282  HISTORY     - Date     Condition        Report By
 SY5282  HISTORY     - 1880     MONUMENTED       CGS
 SY5282  HISTORY     - 1900     SEE DESCRIPTION  CGS
 SY5282  HISTORY     - 1915     SEE DESCRIPTION  CGS
 SY5282  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY5282
 SY5282                          STATION DESCRIPTION
 SY5282
 SY5282'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (EE)
 SY5282'THE STATION IS ON SUMMIT OF A GRANITE BOULDER WHICH LIES IN RICHS
 SY5282'PASSAGE ON E FACE OF POINT WHITE.  ROCK LIES 6 OR 7 FEET OUTSIDE
 SY5282'OF HIGH-WATER MARK, BUT TOP IS AT STAGES OF TIDE, DRY.  THERE
 SY5282'ARE OTHER BOULDERS ALONG THE SHORE, BUT NONE SO CONSPICUOUS AS
 SY5282'THIS.  NO DIFFICULTY SHOULD BE EXPERIENCED IN ITS RECOVERY.
 SY5282'
 SY5282'BOULDER IS 7 FEET LONG, ABOUT 5 FEET WIDE, AND 4-1/2 FEET HIGH.  A
 SY5282'NUMBER OF ALDERS WERE CUT TO SOUTHWARD TO OPEN VIEW.  WHITE
 SY5282'HOUSE ON BAINBRIDGE ISLAND ABREAST OF ORCHARD ROCKS IS OPEN BY
 SY5282'POINT E OF GLOVER ABOUT 100 METERS.  A 1/2-INCH HOLE, 1 INCH
 SY5282'DEEP WAS DRILLED TO MARK CENTER.  TOP GENERALLY SMOOTH, I.E.,
 SY5282'SMOOTH ENOUGH TO ADMIT OF BEING OCCUPIED.  THREE HOLES WERE
 SY5282'DRILLED FOR TRIPOD OF THEODOLITE.
 SY5282
 SY5282                          STATION RECOVERY (1900)
 SY5282
 SY5282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1900 (GFT)
 SY5282'STATION RECOVERED AND RESTORED.
 SY5282
 SY5282                          STATION RECOVERY (1915)
 SY5282
 SY5282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1915 (CGQ)
 SY5282'STATION RECOVERED WITHOUT DIFFICULTY, AS DESCRIBED.
 SY5282'
 SY5282'A STANDARD TRIANGULATION MARK WAS TURNED DOWN UNTIL SHANK
 SY5282'WOULD FIT HOLE IN ROCK AND CEMENTED INTO CENTER HOLE.
 SY5282'
 SY5282'NO REFERENCE MARKS WERE FOUND.
 SY5282'
 SY5282'BOULDER IS OF WHITE GRANITE, AND A FALLEN TREE NOW LIES OVER
 SY5282'IT.  A BOAT HOUSE HAS BEEN ERECTED ABOUT 200 OR 300 YARDS TOWARD
 SY5282'POINT WHITE AND SHUTS OFF ALL LINES TOWARD POINT WHITE.
 SY5282'
 SY5282'WHEN OCCUPYING STATION THE LEGS OF MY TRIPOD WERE EQUAL LENGTH
 SY5282'AND WHEN INSERTED IN FOOT HOLES DRILLED IN ROCK, COULD THROW
 SY5282'INSTRUMENT CENTER ABOUT 3 INCHES OUT.  SHIFTED MY TRIPOD TO
 SY5282'COME EXACTLY OVER CENTER.
 SY5282
 SY5282                          STATION RECOVERY (1934)
 SY5282
 SY5282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY5282'RECOVERED THE TURNED DOWN SHANK OF DISK IN DRILL HOLE.  REMOVED
 SY5282'AND DRILLED 3/4-INCH HOLE AND MARKED WITH STANDARD DISK STAMPED
 SY5282'FLOSS 1880-1934.  ROCK IS 40 FEET OUTSIDE OF BLUFF LINE.  BOAT
 SY5282'HOUSE GONE, CONCRETE PIERS STANDING.  DIFFICULT TO OCCUPY,
 SY5282'BUILT PLATFORM.
 SY5282'
 SY5282'CALLED NEW STATION (FLOSS 2) IN OFFICE COMPUTATION.  AZIMUTH
 SY5282'VERY MUCH DIFFERENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5292 ***********************************************************************
 SY5292  DESIGNATION -  FLOSS 2 1934
 SY5292  PID         -  SY5292
 SY5292  STATE/COUNTY-  WA/KITSAP
 SY5292  USGS QUAD   -  BREMERTON EAST (1981)
 SY5292
 SY5292                         *CURRENT SURVEY CONTROL
 SY5292  ___________________________________________________________________
 SY5292* NAD 83(1991)-  47 35 37.57984(N)    122 33 42.83886(W)     ADJUSTED  
 SY5292* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY5292  ___________________________________________________________________
 SY5292  LAPLACE CORR-         -12.06  (seconds)                    DEFLEC99
 SY5292  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 SY5292
 SY5292  HORZ ORDER  -  THIRD
 SY5292
 SY5292.The horizontal coordinates were established by classical geodetic methods
 SY5292.and adjusted by the National Geodetic Survey in December 1991..
 SY5292
 SY5292.The orthometric height was scaled from a topographic map.
 SY5292
 SY5292.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5292
 SY5292.The geoid height was determined by GEOID03.
 SY5292
 SY5292;                    North         East     Units Scale Factor Converg.
 SY5292;SPC WA N     -    67,476.754   370,008.752   MT  0.99998383   -1 17 13.0
 SY5292;SPC WA N     -   221,379.98  1,213,937.05   sFT  0.99998383   -1 17 13.0
 SY5292;UTM  10      - 5,271,244.272   532,936.014   MT  0.99961333   +0 19 24.6
 SY5292
 SY5292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY5292!SPC WA N     -   1.00000251  x   0.99998383  =   0.99998634
 SY5292!UTM  10      -   1.00000251  x   0.99961333  =   0.99961584
 SY5292
 SY5292:                Primary Azimuth Mark                     Grid Az
 SY5292:SPC WA N     -  DIT                                      074 14 18.2
 SY5292:UTM  10      -  DIT                                      072 37 40.6
 SY5292
 SY5292|---------------------------------------------------------------------|
 SY5292| PID    Reference Object                     Distance      Geod. Az  |
 SY5292|                                                           dddmmss.s |
 SY5292| SY5274 DIT                                 APPROX. 1.3 KM 0725705.2 |
 SY5292|---------------------------------------------------------------------|
 SY5292
 SY5292                          SUPERSEDED SURVEY CONTROL
 SY5292
 SY5292  NAD 83(1986)-  47 35 37.57400(N)    122 33 42.84476(W) AD(       ) 3
 SY5292  NAD 27      -  47 35 38.22400(N)    122 33 38.36400(W) AD(       ) 3
 SY5292
 SY5292.Superseded values are not recommended for survey control.
 SY5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5292.See file dsdata.txt to determine how the superseded data were derived.
 SY5292
 SY5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3293671244(NAD 83)
 SY5292
 SY5292  HISTORY     - Date     Condition        Report By
 SY5292  HISTORY     - 1934     MONUMENTED       CGS
 SY5292  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 SY5292
 SY5292                          STATION DESCRIPTION
 SY5292
 SY5292'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 SY5292'STATION FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 SY5292'
 SY5292'REFERENCE MARKS WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2127 ***********************************************************************
 SA2127  DESIGNATION -  FLOYD HUDLOWS FARM WINDMILL
 SA2127  PID         -  SA2127
 SA2127  STATE/COUNTY-  WA/FRANKLIN
 SA2127  USGS QUAD   -  SULPHUR LAKE (1970)
 SA2127
 SA2127                         *CURRENT SURVEY CONTROL
 SA2127  ___________________________________________________________________
 SA2127* NAD 83(1991)-  46 43 19.94279(N)    118 39 08.60607(W)     ADJUSTED  
 SA2127* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 SA2127  ___________________________________________________________________
 SA2127  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 SA2127  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 SA2127
 SA2127  HORZ ORDER  -  THIRD
 SA2127
 SA2127.The horizontal coordinates were established by classical geodetic methods
 SA2127.and adjusted by the National Geodetic Survey in December 1991..
 SA2127
 SA2127.The orthometric height was scaled from a topographic map.
 SA2127
 SA2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2127
 SA2127.The geoid height was determined by GEOID03.
 SA2127
 SA2127;                    North         East     Units Scale Factor Converg.
 SA2127;SPC WA S     -   156,027.704   641,223.868   MT  0.99991745   +1 20 31.5
 SA2127;SPC WA S     -   511,900.89  2,103,748.64   sFT  0.99991745   +1 20 31.5
 SA2127;UTM  11      - 5,175,620.472   373,727.459   MT  0.99979598   -1 12 11.4
 SA2127
 SA2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2127!SPC WA S     -   0.99993131  x   0.99991745  =   0.99984877
 SA2127!UTM  11      -   0.99993131  x   0.99979598  =   0.99972730
 SA2127
 SA2127                          SUPERSEDED SURVEY CONTROL
 SA2127
 SA2127  NAD 83(1986)-  46 43 19.95204(N)    118 39 08.59652(W) AD(       ) 4
 SA2127  NAD 27      -  46 43 20.44100(N)    118 39 04.62900(W) AD(       ) 3
 SA2127
 SA2127.Superseded values are not recommended for survey control.
 SA2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2127.See file dsdata.txt to determine how the superseded data were derived.
 SA2127
 SA2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7372775620(NAD 83)
 SA2127
 SA2127  HISTORY     - Date     Condition        Report By
 SA2127  HISTORY     - 1950     MONUMENTED       CGS
 SA2127
 SA2127                          STATION DESCRIPTION
 SA2127
 SA2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA2127'SEE STATION MC NICHOLS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0433 ***********************************************************************
 SD0433  DESIGNATION -  FLU 1969
 SD0433  PID         -  SD0433
 SD0433  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0433  USGS QUAD   -  WESTPORT (1994)
 SD0433
 SD0433                         *CURRENT SURVEY CONTROL
 SD0433  ___________________________________________________________________
 SD0433* NAD 83(1991)-  46 53 13.65467(N)    124 07 28.02065(W)     ADJUSTED  
 SD0433* NAVD 88     -         8.5    (meters)      28.     (feet)  VERTCON   
 SD0433  ___________________________________________________________________
 SD0433  LAPLACE CORR-          12.04  (seconds)                    DEFLEC99
 SD0433  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 SD0433
 SD0433  HORZ ORDER  -  THIRD
 SD0433
 SD0433.The horizontal coordinates were established by classical geodetic methods
 SD0433.and adjusted by the National Geodetic Survey in December 1991..
 SD0433
 SD0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0433
 SD0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0433
 SD0433.The geoid height was determined by GEOID03.
 SD0433
 SD0433;                    North         East     Units Scale Factor Converg.
 SD0433;SPC WA S     -   179,051.031   223,875.779   MT  0.99992847   -2 37 58.0
 SD0433;SPC WA S     -   587,436.59    734,499.12   sFT  0.99992847   -2 37 58.0
 SD0433;UTM  10      - 5,193,234.686   414,333.515   MT  0.99969020   -0 49 15.3
 SD0433
 SD0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0433!SPC WA S     -   1.00000253  x   0.99992847  =   0.99993100
 SD0433!UTM  10      -   1.00000253  x   0.99969020  =   0.99969273
 SD0433
 SD0433:                Primary Azimuth Mark                     Grid Az
 SD0433:SPC WA S     -  WESTPORT MUNICIPAL TANK                  061 37 40.0
 SD0433:UTM  10      -  WESTPORT MUNICIPAL TANK                  059 48 57.3
 SD0433
 SD0433|---------------------------------------------------------------------|
 SD0433| PID    Reference Object                     Distance      Geod. Az  |
 SD0433|                                                           dddmmss.s |
 SD0433| SD0413 WESTPORT MUNICIPAL TANK             APPROX. 1.5 KM 0585942.0 |
 SD0433| SD0423 GRAYS HARBOR LIGHTHOUSE 1909        APPROX. 0.6 KM 0780423.4 |
 SD0433|---------------------------------------------------------------------|
 SD0433
 SD0433                          SUPERSEDED SURVEY CONTROL
 SD0433
 SD0433  NAD 83(1986)-  46 53 13.64713(N)    124 07 28.01518(W) AD(       ) 3
 SD0433  NAD 27      -  46 53 14.32683(N)    124 07 23.40005(W) AD(       ) 3
 SD0433  NGVD 29 (07/19/86)    7.4    (m)           24.     (f) VERT ANG       
 SD0433
 SD0433.Superseded values are not recommended for survey control.
 SD0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0433.See file dsdata.txt to determine how the superseded data were derived.
 SD0433
 SD0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1433493235(NAD 83)
 SD0433_MARKER: DT = TOPOGRAPHIC STATION DISK
 SD0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0433+STABILITY: SURFACE MOTION
 SD0433
 SD0433  HISTORY     - Date     Condition        Report By
 SD0433  HISTORY     - 1969     MONUMENTED       CGS
 SD0433
 SD0433                          STATION DESCRIPTION
 SD0433
 SD0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBW)
 SD0433'TO REACH THE STATION FROM THE POST OFFICE IN WESTPORT, GO SOUTH ON
 SD0433'N. MONTESANO AVENUE FOR 0.5 MILE TO THE INTERSECTION OF N. MONTESANO
 SD0433'AVENUE AND W. OCEAN AVENUE.  TURN RIGHT ONTO W. OCEAN AVENUE AND GO
 SD0433'WEST FOR 1.0 MILE TO THE END OF THE BEACH ROAD.  FROM THE CENTER
 SD0433'OF THE BEACH ROAD, GO ABOUT 43 YARDS NORTH OVER THE TOP OF A 10
 SD0433'FOOT HIGH SAND DUNE AND THE STATION.
 SD0433'
 SD0433'THE STATION IS MARKED WITH A STANDARD USC AND GS TOPOGRAPHIC DISK
 SD0433'STAMPED, FLU 1969, AND IS SET IN A 6 INCH DIAMETER CONCRETE POST
 SD0433'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2292 ***********************************************************************
 RC2292  DESIGNATION -  FLUME
 RC2292  PID         -  RC2292
 RC2292  STATE/COUNTY-  WA/SKAMANIA
 RC2292  USGS QUAD   -  HOOD RIVER (1994)
 RC2292
 RC2292                         *CURRENT SURVEY CONTROL
 RC2292  ___________________________________________________________________
 RC2292* NAD 83(1991)-  45 43 51.98003(N)    121 36 54.40530(W)     ADJUSTED  
 RC2292* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 RC2292  ___________________________________________________________________
 RC2292  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 RC2292  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RC2292
 RC2292  HORZ ORDER  -  THIRD
 RC2292
 RC2292.The horizontal coordinates were established by classical geodetic methods
 RC2292.and adjusted by the National Geodetic Survey in December 1991..
 RC2292
 RC2292.The orthometric height was scaled from a topographic map.
 RC2292
 RC2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2292
 RC2292.The geoid height was determined by GEOID03.
 RC2292
 RC2292;                    North         East     Units Scale Factor Converg.
 RC2292;SPC WA S     -    44,826.528   413,202.970   MT  1.00002474   -0 48 36.0
 RC2292;SPC WA S     -   147,068.37  1,355,650.08   sFT  1.00002474   -0 48 36.0
 RC2292;SPC OR N     -   230,007.337 2,413,209.951   MT  0.99994275   -0 47 27.0
 RC2292;SPC OR N     -   754,617.25  7,917,355.48   iFT  0.99994275   -0 47 27.0
 RC2292;UTM  10      - 5,065,104.770   607,753.050   MT  0.99974274   +0 59 30.4
 RC2292
 RC2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2292!SPC WA S     -   0.99992764  x   1.00002474  =   0.99995238
 RC2292!SPC OR N     -   0.99992764  x   0.99994275  =   0.99987039
 RC2292!UTM  10      -   0.99992764  x   0.99974274  =   0.99967040
 RC2292
 RC2292|---------------------------------------------------------------------|
 RC2292| PID    Reference Object                     Distance      Geod. Az  |
 RC2292|                                                           dddmmss.s |
 RC2292| CF4139 FLUME WM BLAZE SMALL FIR TREE         5.900 METERS 02700     |
 RC2292| CF4348 FLUME RM 1                            7.727 METERS 04039     |
 RC2292| RC2277 PORTLAND SPOKANE AWY BCN 59 MI      APPROX. 4.9 KM 1175023.1 |
 RC2292| RC2295 MITCHELL POINT                      APPROX. 3.4 KM 1790521.6 |
 RC2292| RC2291 PORTLAND SPOKANE AWY BCN 55 MI      APPROX. 3.1 KM 1832455.4 |
 RC2292| CF4349 FLUME RM 2                            9.726 METERS 32232     |
 RC2292| CF4138 FLUME WM BLAZE LARGE FIR TREE        11.200 METERS 32305     |
 RC2292|---------------------------------------------------------------------|
 RC2292
 RC2292                          SUPERSEDED SURVEY CONTROL
 RC2292
 RC2292  NAD 83(1991)-  45 43 51.98003(N)    121 36 54.40530(W) AD(       ) 3
 RC2292  NAD 83(1986)-  45 43 51.99364(N)    121 36 54.41077(W) AD(       ) 3
 RC2292  NAD 27      -  45 43 52.56900(N)    121 36 50.14200(W) AD(       ) 3
 RC2292
 RC2292.Superseded values are not recommended for survey control.
 RC2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2292.See file dsdata.txt to determine how the superseded data were derived.
 RC2292
 RC2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFR0775365105(NAD 83)
 RC2292_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RC2292_SETTING: 80 = SET IN A BOULDER
 RC2292_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RC2292
 RC2292  HISTORY     - Date     Condition        Report By
 RC2292  HISTORY     - 1939     MONUMENTED       CGS
 RC2292  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2292  HISTORY     - 1974     SEE DESCRIPTION  USGS
 RC2292
 RC2292                          STATION DESCRIPTION
 RC2292
 RC2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 RC2292'STATION IS ABOUT 4-1/2 MILES W OF UNDERWOOD, WASHINGTON, OR ABOUT
 RC2292'1-1/2 MILES NE OF DRANO LAKE, AND N OF THE COLUMBIA RIVER, ON A
 RC2292'BRUSH AND TIMBERED RIDGE AT ABOUT 1500 FEET ELEVATION.  STATION IS
 RC2292'ABOUT 100 YARDS S OF TOP OF RIDGE IN AREA OF LOGGED OFF LAND, WITH
 RC2292'SCATTERED FIR TREES REMAINING.  STATION IS ABOUT 1/4 MILE N OF
 RC2292'WHERE THE OLD U.S. HIGHWAY 830 CURVES N TO MAKE LOOP BEFORE
 RC2292'CROSSING LITTLE WHITE SALMON RIVER.
 RC2292'
 RC2292'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 RC2292'DRILL HOLES IN BOULDERS AS DESCRIBED IN NOTES 4 AND 12C.
 RC2292'
 RC2292'UNDERGROUND MARK IS A STANDARD DISK SET IN A 1-FOOT SECTION OF
 RC2292'4-INCH CAST-IRON SOIL PIPE, BURIED 3 FEET.  THREE TREES WERE BLAZED
 RC2292'AND EACH BLAZE HAS 3 20-PENNY NAILS IN IT.
 RC2292'
 RC2292'STATION CAN BE REACHED AS FOLLOWS--FROM UNDERWOOD, WASHINGTON, GO
 RC2292'N ALONG OLD U.S. HIGHWAY 30 A DISTANCE OF 6.5 MILES (AT 5.7 MILES
 RC2292'A ROAD SIGN AUSPERLAND ROAD) TO OLD ROCK BIN ON N SIDE OF
 RC2292'HIGHWAY.  LEAVE TRUCK HERE AND HIKE N UP DRAW TO E AND W FENCE,
 RC2292'GO W ALONG FENCE TO N AND S FENCE, THEN GO NW UP SLOPE TO STATION
 RC2292'(ABOUT 300 YARDS, FROM LAST FENCE).
 RC2292
 RC2292                          STATION RECOVERY (1959)
 RC2292
 RC2292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2292'RECOVERED IN GOOD CONDITION, ABOUT 4-1/2 MILES NORTHWEST OF
 RC2292'UNDERWOOD, WASHINGTON ABOUT 2-3/4 MILES NORTHEAST OF COOK,
 RC2292'WASHINGTON, ABOUT 1 MILE NORTH OF THE NORTH SHORE OF THE COLUMBIA
 RC2292'RIVER.  STATION IS ON THE SOUTH SLOPE OF A RIDGE ABOUT 1200 FEET
 RC2292'NORTH OF A PAVED ROAD AND ABOUT 200 YARDS SOUTH OF THE HIGHEST
 RC2292'POINT IN A DENSE GROWTH OF SMALL FIR TREES, NEAR A GROUP OF
 RC2292'SEVERAL TALL FIR TREES, 37 FEET SOUTHEAST OF A 48 INCH FIR TREE
 RC2292'WITH A TRIANGULAR BLAZE, 20 FEET SOUTH OF A 14 INCH FIR TREE
 RC2292'WITH A TRIANGULAR BLAZE, 12 FEET WEST OF AN 18 INCH FIR
 RC2292'TREE WITH A TRIANGULAR BLAZE.
 RC2292'
 RC2292'THE STATION IS A STANDARD DISK STAMPED FLUME 1939 SET IN A BOULDER
 RC2292'FLUSH WITH THE SURFACE OF THE GROUND.
 RC2292'
 RC2292'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FLUME NO 1 1939 SET
 RC2292'IN A DRILL HOLE IN A BOULDER PROJECTING 1 INCH ABOVE THE SURFACE
 RC2292'OF THE GROUND.
 RC2292'
 RC2292'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FLUME NO 2 1939 SET
 RC2292'IN A DRILL HOLE IN A BOULDER PROJECTING 3 INCHES ABOVE THE
 RC2292'SURFACE OF THE GROUND.  IT IS 5 FEET SOUTH OF A 48 INCH FIR
 RC2292'TREE WITH A TRIANGULAR BLAZE.
 RC2292'
 RC2292'TO REACH FROM UNDERWOOD, WASHINGTON, GO NORTH ON PAVED ROAD FOR
 RC2292'6.5 MILES TO A GRAVEL ROAD LEADING SOUTH.  PARK THE TRUCK AND PACK
 RC2292'NORTH (UPHILL) ALONG THE EAST EDGE OF A SMALL ORCHARD, THEN
 RC2292'CONTINUE NORTHWARD UP THE BARE SLOPE, INTO THE DENSE SECOND-GROWTH
 RC2292'TIMBER TO SEVERAL TALL TREES AND STATON.  ABOUT A 15 MINUTE
 RC2292'PACK.
 RC2292
 RC2292                          STATION RECOVERY (1974)
 RC2292
 RC2292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RC2292'RM NO 1 AND RM NO 2 FOUND IN GOOD CONDITION, BUT THEY HAVE SKIDDED
 RC2292'LOGS THRU THE SPOT WHERE THE STATION MARK SHOULD BE AND IT COULD
 RC2292'NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2362 ***********************************************************************
 RC2362  DESIGNATION -  FLUME
 RC2362  PID         -  RC2362
 RC2362  STATE/COUNTY-  WA/SKAMANIA
 RC2362  USGS QUAD   -  CARSON (1994)
 RC2362
 RC2362                         *CURRENT SURVEY CONTROL
 RC2362  ___________________________________________________________________
 RC2362* NAD 83(1991)-  45 42 24.79673(N)    121 50 18.32775(W)     ADJUSTED  
 RC2362* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 RC2362  ___________________________________________________________________
 RC2362  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 RC2362  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 RC2362
 RC2362  HORZ ORDER  -  THIRD
 RC2362
 RC2362.The horizontal coordinates were established by classical geodetic methods
 RC2362.and adjusted by the National Geodetic Survey in December 1991..
 RC2362
 RC2362.The orthometric height was scaled from a topographic map.
 RC2362
 RC2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2362
 RC2362.The geoid height was determined by GEOID03.
 RC2362
 RC2362;                    North         East     Units Scale Factor Converg.
 RC2362;SPC WA S     -    42,405.496   395,776.904   MT  1.00003106   -0 58 20.0
 RC2362;SPC WA S     -   139,125.36  1,298,478.06   sFT  1.00003106   -0 58 20.0
 RC2362;SPC OR N     -   227,580.095 2,395,786.297   MT  0.99993868   -0 56 57.1
 RC2362;SPC OR N     -   746,653.85  7,860,191.26   iFT  0.99993868   -0 56 57.1
 RC2362;UTM  10      - 5,062,137.649   590,417.092   MT  0.99970051   +0 49 53.3
 RC2362
 RC2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2362!SPC WA S     -   0.99999947  x   1.00003106  =   1.00003053
 RC2362!SPC OR N     -   0.99999947  x   0.99993868  =   0.99993815
 RC2362!UTM  10      -   0.99999947  x   0.99970051  =   0.99969998
 RC2362
 RC2362|---------------------------------------------------------------------|
 RC2362| PID    Reference Object                     Distance      Geod. Az  |
 RC2362|                                                           dddmmss.s |
 RC2362| CF4350 FLUME RM 1                           12.747 METERS 01748     |
 RC2362| RC2354 SOLID                               APPROX. 2.2 KM 0713544.5 |
 RC2362| RC2355 ANDERSON POINT LIGHT                APPROX. 2.4 KM 1134312.5 |
 RC2362| RC2345 PORTLAND THE DALLES AWY BCN 4       APPROX. 2.1 KM 1232259.9 |
 RC2362| RC2351 PORTLAND SPOKANE AY BN NR PARK      APPROX. 1.3 KM 1574006.8 |
 RC2362| RC2365 CEILING LIGHT                       APPROX. 2.0 KM 1912123.0 |
 RC2362| CF4351 FLUME RM 2                            6.431 METERS 25430     |
 RC2362| RC2361 PORTLAND SPOK BN 44 MI BLINKER      371.825 METERS 35757     |
 RC2362|---------------------------------------------------------------------|
 RC2362
 RC2362                          SUPERSEDED SURVEY CONTROL
 RC2362
 RC2362  NAD 83(1991)-  45 42 24.79673(N)    121 50 18.32775(W) AD(       ) 3
 RC2362  NAD 83(1986)-  45 42 24.80756(N)    121 50 18.33618(W) AD(       ) 3
 RC2362  NAD 27      -  45 42 25.38400(N)    121 50 14.07000(W) AD(       ) 3
 RC2362
 RC2362.Superseded values are not recommended for survey control.
 RC2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2362.See file dsdata.txt to determine how the superseded data were derived.
 RC2362
 RC2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER9041762138(NAD 83)
 RC2362_MARKER: Z = SEE DESCRIPTION
 RC2362_SETTING: 0 = UNSPECIFIED SETTING
 RC2362
 RC2362  HISTORY     - Date     Condition        Report By
 RC2362  HISTORY     - 1939     MONUMENTED       USE
 RC2362  HISTORY     - 1948     SEE DESCRIPTION  CGS
 RC2362  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RC2362
 RC2362                          STATION DESCRIPTION
 RC2362
 RC2362'DESCRIBED BY US ENGINEERS 1939 (WMS)
 RC2362'STATION IS ON THE N BANK OF THE COLUMBIA RIVER, ABOUT 2 MILES W OF
 RC2362'MOUTH OF WIND RIVER, ON THE S END OF A ROCKY POINT, 3 METERS N OF
 RC2362'THE EDGE OF THE CLIFF.
 RC2362'
 RC2362'STATION IS MARKED BY A U.S.E. BRONZE DISK IN 1 1/2-INCH IRON
 RC2362'PIPE, WHICH PROJECTS 6 INCHES ABOVE GROUND AND CONCRETE MONUMENT.
 RC2362'
 RC2362'REFERENCE MARKS ARE STANDARD REFERENCE MARK DISKS IN OUTCROPPING
 RC2362'BEDROCK AS DESCRIBED IN NOTE 12A.
 RC2362'
 RC2362'STATION CAN BE REACHED AS FOLLOWS--FROM THE CARSON RAILROAD
 RC2362'STATION, GO W ABOUT 1-3/4 MILES ALONG U.S. HIGHWAY 830, AND TURN
 RC2362'S ON NARROW DIRT ROAD LEADING TO TWO HOUSES ON A KNOLL ON THE
 RC2362'RIVER BANK.  PARK TRUCK AT THE RAILROAD GRADE CROSSING, AND HIKE
 RC2362'E ALONG TRACKS ABOUT 200 YARDS TO CUT INSHORE OF POINT.  GO S
 RC2362'FROM TRACKS AT E END OF CUT TO S END OF POINT AND STATION.
 RC2362
 RC2362                          STATION RECOVERY (1948)
 RC2362
 RC2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WHB)
 RC2362'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 RC2362'
 RC2362'STATION IS ON THE N BANK OF THE COLUMBIA RIVER, ABOUT 2.0 MILES
 RC2362'W OF THE MOUTH OF WIND RIVER, ON THE S END OF A ROCKY POINT, AND
 RC2362'3 METERS N OF THE EDGE OF THE CLIFF.  STATION IS MARKED BY A
 RC2362'U.S.E. BRONZE DISK IN 1-1/2-INCH IRON PIPE WHICH PROJECTS 6 INCHES
 RC2362'ABOVE THE GROUND AND CONCRETE MONUMENT.  STATION MARK IS NOT
 RC2362'STAMPED.
 RC2362'
 RC2362'R.M. 1 IS A BRONZE REFERENCE MARK SET IN DRILL HOLE AND CEMENTED
 RC2362'IN OUTCROPPING BEDROCK, STAMPED FLUME NO.1 1939.  IT IS 12.747
 RC2362'METERS (41.82 FEET) NE OF THE STATION.
 RC2362'
 RC2362'R.M. 2 IS A BRONZE REFERENCE MARK SET IN DRILL HOLE AND CEMENTED
 RC2362'IN OUTCROPPING BEDROCK, STAMPED FLUME NO.2 1939.  IT IS 6.431
 RC2362'METERS (21.10 FEET) W OF THE STATION.
 RC2362'
 RC2362'TREE N OF THE STATION MENTIONED IN ORIGINAL DESCRIPTION WAS
 RC2362'STILL STANDING AND DISTANCE OF 18.5 METERS CHECKED AND FOUND
 RC2362'CORRECT.  STATION CAN BE REACHED BY BOAT.
 RC2362'
 RC2362'STATION CAN BE REACHED AS FOLLOWS--GO FROM CARSON RAILROAD
 RC2362'STATION W ABOUT 1-3/4 MILES ALONG U.S. HIGHWAY 830 AND TURN S ON
 RC2362'NARROW DIRT ROAD LEADING TO TWO HOUSES ON A KNOLL ON THE
 RC2362'RIVERBANK.  PARK TRUCK AT THE RAILROAD GRADE CROSSING AND HIKE E
 RC2362'ALONG TRACKS ABOUT 200 YARDS TO CUT INSHORE OF POINT.  GO S FROM
 RC2362'TRACKS AT E END OF CUT TO S END OF POINT AND STATION.
 RC2362'
 RC2362'THE DISTANCES WERE VERIFIED BUT NO CHECK WAS MADE ON THE
 RC2362'DIRECTIONS AT THIS TIME.
 RC2362
 RC2362                          STATION RECOVERY (1959)
 RC2362
 RC2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LGT)
 RC2362'RECOVERED IN GOOD CONDITION, ABOUT 2 MILES WEST OF THE MOUTH OF
 RC2362'WIND RIVER, ABOUT 1-3/4 MILES SOUTHWEST OF CARSON, ABOUT 500
 RC2362'FEET SOUTH OF THE SPOKANE, PORTLAND AND SEATTLE RAILWAY TRACKS, 61
 RC2362'FEET SOUTH OF AN OAK TREE, ON THE NORTH SHORE OF THE COLUMBIA
 RC2362'RIVER, AT THE SOUTH END OF A ROCKY POINT, 3 METERS NORTH OF THE
 RC2362'EDGE OF THE ROCKY POINT (BLUFF).
 RC2362'
 RC2362'TO REACH FROM THE INTERSECTION OF RUSSELL AVENUE AND SECOND
 RC2362'STREET IN STEVENSON, GO EAST ON U.S. HIGHWAY 830 FOR 2.3 MILES,
 RC2362'TURN RIGHT (DOWN HILL) ON A DIRT ROAD, GO 0.1 MILE TO A ROAD
 RC2362'FORK, TAKE RIGHT FORK, GO 0.1 MILE TO A RAILROAD CROSSING, PARK
 RC2362'TRUCK, PACK EAST ALONG THE RAILROAD TRACKS FOR ABOUT 1500 FEET,
 RC2362'TO THE EAST END OF THE ROCK CUT THAT THE RAILROAD PASSES
 RC2362'THROUGH.  LEAVE THE RAILROAD TRACKS AND PACK TO THE SOUTH FOR
 RC2362'ABOUT 500 FEET, TO THE SOUTH END OF THE ROCKY POINT AND
 RC2362'STATION.
 RC2362'
 RC2362'THE STATION IS A CORPS OF ENGINEERS DISK (UNSTAMPED) FASTENED TO
 RC2362'THE TOP OF AN 1-1/2 INCH PIPE, PROJECTING 6 INCHES ABOVE THE
 RC2362'SURFACE OF THE GROUND.
 RC2362'
 RC2362'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED FLUME USE
 RC2362'NO 1 1939 SET IN A DRILL HOLE IN A ROCK OUTCROP.  IT IS NORTHEAST
 RC2362'OF THE STATION.
 RC2362'
 RC2362'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED FLUME USE
 RC2362'NO 1 1939 SET IN A DRILL HOLE IN A ROCK OUTCROP.  IT IS WEST OF
 RC2362'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2425 ***********************************************************************
 RC2425  DESIGNATION -  FLUSH
 RC2425  PID         -  RC2425
 RC2425  STATE/COUNTY-  WA/SKAMANIA
 RC2425  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2425
 RC2425                         *CURRENT SURVEY CONTROL
 RC2425  ___________________________________________________________________
 RC2425* NAD 83(1991)-  45 38 28.44792(N)    121 57 37.53771(W)     ADJUSTED  
 RC2425* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 RC2425  ___________________________________________________________________
 RC2425  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 RC2425  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 RC2425
 RC2425  HORZ ORDER  -  THIRD
 RC2425
 RC2425.The horizontal coordinates were established by classical geodetic methods
 RC2425.and adjusted by the National Geodetic Survey in December 1991..
 RC2425
 RC2425.The orthometric height was scaled from a topographic map.
 RC2425
 RC2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2425
 RC2425.The geoid height was determined by GEOID03.
 RC2425
 RC2425;                    North         East     Units Scale Factor Converg.
 RC2425;SPC WA S     -    35,278.071   386,142.487   MT  1.00004907   -1 03 39.1
 RC2425;SPC WA S     -   115,741.47  1,266,869.14   sFT  1.00004907   -1 03 39.1
 RC2425;SPC OR N     -   220,449.380 2,386,155.902   MT  0.99992857   -1 02 08.6
 RC2425;SPC OR N     -   723,259.12  7,828,595.48   iFT  0.99992857   -1 02 08.6
 RC2425;UTM  10      - 5,054,713.069   581,015.102   MT  0.99968069   +0 44 35.9
 RC2425
 RC2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2425!SPC WA S     -   0.99999950  x   1.00004907  =   1.00004857
 RC2425!SPC OR N     -   0.99999950  x   0.99992857  =   0.99992807
 RC2425!UTM  10      -   0.99999950  x   0.99968069  =   0.99968019
 RC2425
 RC2425:                Primary Azimuth Mark                     Grid Az
 RC2425:SPC WA S     -  DOWN 2                                   037 56 00.8
 RC2425:SPC OR N     -  DOWN 2                                   037 54 30.3
 RC2425:UTM  10      -  DOWN 2                                   036 07 45.8
 RC2425
 RC2425|---------------------------------------------------------------------|
 RC2425| PID    Reference Object                     Distance      Geod. Az  |
 RC2425|                                                           dddmmss.s |
 RC2425| RC2391 DOWN 2                              APPROX. 0.6 KM 0365221.7 |
 RC2425| RC2388 LAB                                 494.228 METERS 1363015.9 |
 RC2425| RC2451 END 2                               275.070 METERS 18943     |
 RC2425|---------------------------------------------------------------------|
 RC2425
 RC2425                          SUPERSEDED SURVEY CONTROL
 RC2425
 RC2425  NAD 83(1991)-  45 38 28.44792(N)    121 57 37.53771(W) AD(       ) 3
 RC2425  NAD 83(1986)-  45 38 28.45739(N)    121 57 37.54561(W) AD(       ) 3
 RC2425  NAD 27      -  45 38 29.02800(N)    121 57 33.26700(W) AD(       ) 3
 RC2425
 RC2425.Superseded values are not recommended for survey control.
 RC2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2425.See file dsdata.txt to determine how the superseded data were derived.
 RC2425
 RC2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8101554713(NAD 83)
 RC2425
 RC2425  HISTORY     - Date     Condition        Report By
 RC2425  HISTORY     - 1938     MONUMENTED       USE
 RC2425  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2425  HISTORY     - 1953     SEE DESCRIPTION  CGS
 RC2425  HISTORY     - 1957     SEE DESCRIPTION  USGS
 RC2425  HISTORY     - 1974     SEE DESCRIPTION  USGS
 RC2425
 RC2425                          STATION DESCRIPTION
 RC2425
 RC2425'DESCRIBED BY US ENGINEERS 1938
 RC2425'ON NW BANK OF COLUMBIA RIVER, ABOUT 1 MILE DOWNSTREAM FROM
 RC2425'BONNEVILLE DAM AND 0.3 MILE UPSTREAM FROM UPPER END OF HAMILTON
 RC2425'ISLAND.  STATION IS ABOUT 0.5 MILE UPSTREAM FROM POINT DIRECTLY
 RC2425'ACROSS (RIGHT ANGLE) RIVER FROM OLD RAILROAD BRIDGE OVER TANNER
 RC2425'CREEK, WHICH IS ON OREGON SHORE.  STATION IS 903 FEET N AND A
 RC2425'LITTLE E FROM STATION END 2 (U.S.E.), AND IS CLOSE TO BANK.
 RC2425'
 RC2425'STATION IS MARKED BY DISK CEMENTED INTO SECTION OF 1 1/4-INCH
 RC2425'IRON PIPE IN CONCRETE BLOCK.  DISK AND CONCRETE BOTH PROBABLY
 RC2425'MARKED FLUSH 1938.
 RC2425'
 RC2425'STATION MAY BE REACHED FROM EVERGREEN HIGHWAY (U.S.830) BY WAY
 RC2425'OF W ENTRANCE TO BONNEVILLE DAM, THENCE SW OVER HAMILTON ISLAND
 RC2425'ROAD.
 RC2425
 RC2425                          STATION RECOVERY (1947)
 RC2425
 RC2425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RC2425'STATION IS ON THE NW BANK OF THE COLUMBIA RIVER, ABOUT 1 MILE
 RC2425'DOWNSTREAM FROM BONNEVILLE DAM, AND 0.3 MILE UPSTREAM FROM UPPER
 RC2425'END OF HAMILTON ISLAND.  IT IS ABOUT 0.5 MILE UPSTREAM FROM POINT
 RC2425'DIRECTLY ACROSS (RIGHT ANGLE) RIVER FROM OLD RAILROAD BRIDGE OVER
 RC2425'TANNER CREEK WHICH IS ON THE OREGON SHORE, 903 FEET N AND A
 RC2425'LITTLE E FROM STATION END 2 (U.S.E.), AND IS CLOSE TO BANK.  IT
 RC2425'IS MARKED BY A DISK CEMENTED INTO A SECTION OF 1-1/4-INCH IRON
 RC2425'PIPE IN A CONCRETE BLOCK.  FLUSH 1938 IS STAMPED IN THE TOP
 RC2425'OF DISK.  IT IS ABOUT 6 INCHES ABOVE THE SURFACE.
 RC2425'
 RC2425'STATION MAY BE REACHED BY ROAD FROM EVERGREEN HIGHWAY (U.S. 830)
 RC2425'BY WAY OF W ENTRANCE TO BONNEVILLE DAM, THENCE SW OVER HAMILTON
 RC2425'ISLAND ROAD.  IT CAN ALSO BE REACHED BY BOAT.
 RC2425
 RC2425                          STATION RECOVERY (1953)
 RC2425
 RC2425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (AEL)
 RC2425'MONUMENT WAS FOUND TO HAVE BEEN UNDERMINED AND DISTURBED BY
 RC2425'WATER.  MARK IS STAMPED FLUSH ELEV. 40.611.
 RC2425
 RC2425                          STATION RECOVERY (1957)
 RC2425
 RC2425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RC2425'STATION WAS LOCATED ON THE BRINK OF THE RIVER, AND THERE IS
 RC2425'EVIDENCE THAT THE BANK IS CAVING IN THIS AREA.  I BELIEVE THIS
 RC2425'STATION WAS WASHED OUT DURING THE HIGH WATERS OF 1948 OR 1956.
 RC2425
 RC2425                          STATION RECOVERY (1974)
 RC2425
 RC2425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RC2425'STATION MARK ON IRON PIPE IN CONCRETE BLOCK FOUND LOOSE ON
 RC2425'SURFACE, MARCH 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2440 ***********************************************************************
 RC2440  DESIGNATION -  FLY
 RC2440  PID         -  RC2440
 RC2440  STATE/COUNTY-  WA/SKAMANIA
 RC2440  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2440
 RC2440                         *CURRENT SURVEY CONTROL
 RC2440  ___________________________________________________________________
 RC2440* NAD 83(1991)-  45 37 42.90822(N)    121 58 30.02601(W)     ADJUSTED  
 RC2440* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 RC2440  ___________________________________________________________________
 RC2440  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 RC2440  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RC2440
 RC2440  HORZ ORDER  -  THIRD
 RC2440
 RC2440.The horizontal coordinates were established by classical geodetic methods
 RC2440.and adjusted by the National Geodetic Survey in December 1991..
 RC2440
 RC2440.The orthometric height was scaled from a topographic map.
 RC2440
 RC2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2440
 RC2440.The geoid height was determined by GEOID03.
 RC2440
 RC2440;                    North         East     Units Scale Factor Converg.
 RC2440;SPC WA S     -    33,893.432   384,979.638   MT  1.00005269   -1 04 17.2
 RC2440;SPC WA S     -   111,198.70  1,263,054.03   sFT  1.00005269   -1 04 17.2
 RC2440;SPC OR N     -   219,064.399 2,384,993.807   MT  0.99992677   -1 02 45.8
 RC2440;SPC OR N     -   718,715.22  7,824,782.83   iFT  0.99992677   -1 02 45.8
 RC2440;UTM  10      - 5,053,293.033   579,896.838   MT  0.99967848   +0 43 57.8
 RC2440
 RC2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2440!SPC WA S     -   0.99999966  x   1.00005269  =   1.00005235
 RC2440!SPC OR N     -   0.99999966  x   0.99992677  =   0.99992643
 RC2440!UTM  10      -   0.99999966  x   0.99967848  =   0.99967814
 RC2440
 RC2440:                Primary Azimuth Mark                     Grid Az
 RC2440:SPC WA S     -  TAN                                      087 56 40.5
 RC2440:SPC OR N     -  TAN                                      087 55 09.1
 RC2440:UTM  10      -  TAN                                      086 08 25.5
 RC2440
 RC2440|---------------------------------------------------------------------|
 RC2440| PID    Reference Object                     Distance      Geod. Az  |
 RC2440|                                                           dddmmss.s |
 RC2440| RC2434 TAN                                 APPROX. 0.6 KM 0865223.3 |
 RC2440| RC2438 UP                                  307.848 METERS 13338     |
 RC2440| RC2380 RIM                                 APPROX. 0.6 KM 2073755.5 |
 RC2440|---------------------------------------------------------------------|
 RC2440
 RC2440                          SUPERSEDED SURVEY CONTROL
 RC2440
 RC2440  NAD 83(1991)-  45 37 42.90822(N)    121 58 30.02601(W) AD(       ) 3
 RC2440  NAD 83(1986)-  45 37 42.91758(N)    121 58 30.03373(W) AD(       ) 3
 RC2440  NAD 27      -  45 37 43.49100(N)    121 58 25.75000(W) AD(       ) 3
 RC2440
 RC2440.Superseded values are not recommended for survey control.
 RC2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2440.See file dsdata.txt to determine how the superseded data were derived.
 RC2440
 RC2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER7989753293(NAD 83)
 RC2440
 RC2440  HISTORY     - Date     Condition        Report By
 RC2440  HISTORY     - 1935     MONUMENTED       USE
 RC2440  HISTORY     - 1947     SEE DESCRIPTION  CGS
 RC2440
 RC2440                          STATION DESCRIPTION
 RC2440
 RC2440'DESCRIBED BY US ENGINEERS 1935
 RC2440'ON N BANK OF COLUMBIA RIVER, S BANK OF HAMILTON ISLAND, ABOUT 0.25
 RC2440'MILE UPSTREAM FROM RAILROAD AND HIGHWAY BRIDGES OVER MOFFETT CREEK
 RC2440'WHICH ARE ON S OR OREGON SHORE, ABOUT OPPOSITE RAILROAD SEMAPHORE
 RC2440'ON S SHORE.
 RC2440'
 RC2440'STATION IS MARKED BY SECTION OF 1 1/4-INCH IRON PIPE IN CONCRETE
 RC2440'POST WITH USED FLY 1935 MARKED IN CONCRETE.
 RC2440
 RC2440                          STATION RECOVERY (1947)
 RC2440
 RC2440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (EHB)
 RC2440'MARK IS IN EXCELLENT CONDITION.
 RC2440'
 RC2440'STATION IS ON THE N BANK OF THE COLUMBIA RIVER, S BANK OF
 RC2440'HAMILTON ISLAND, ABOUT 0.25 MILE UPSTREAM FROM RAILROAD AND HIGHWAY
 RC2440'BRIDGES OVER MOFFETT CREEK WHICH ARE ON THE OREGON SHORE, AND ABOUT
 RC2440'OPPOSITE RAILROAD SEMAPHORE ON S SHORE OF COLUMBIA RIVER.  IT IS
 RC2440'MARKED BY A SECTION OF 1-1/4-INCH IRON PIPE SET IN A CONCRETE
 RC2440'POST, WITH FLY USED 1935 INSCRIBED IN THE TOP OF POST.  IT IS
 RC2440'NEARLY FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2604 ***********************************************************************
 SY2604  DESIGNATION -  FM 14
 SY2604  PID         -  SY2604
 SY2604  STATE/COUNTY-  WA/KING
 SY2604  USGS QUAD   -  POVERTY BAY (1994)
 SY2604
 SY2604                         *CURRENT SURVEY CONTROL
 SY2604  ___________________________________________________________________
 SY2604* NAD 83(1991)-  47 20 50.56331(N)    122 19 33.00296(W)     ADJUSTED  
 SY2604* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 SY2604  ___________________________________________________________________
 SY2604  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 SY2604  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY2604
 SY2604  HORZ ORDER  -  SECOND
 SY2604
 SY2604.The horizontal coordinates were established by classical geodetic methods
 SY2604.and adjusted by the National Geodetic Survey in December 1991..
 SY2604
 SY2604.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2604
 SY2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2604
 SY2604.The geoid height was determined by GEOID03.
 SY2604
 SY2604;                    North         East     Units Scale Factor Converg.
 SY2604;SPC WA N     -    39,716.174   387,227.645   MT  1.00003196   -1 06 40.3
 SY2604;SPC WA N     -   130,302.15  1,270,429.37   sFT  1.00003196   -1 06 40.3
 SY2604;UTM  10      - 5,243,988.557   550,920.611   MT  0.99963186   +0 29 45.0
 SY2604
 SY2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2604!SPC WA N     -   1.00000295  x   1.00003196  =   1.00003491
 SY2604!UTM  10      -   1.00000295  x   0.99963186  =   0.99963481
 SY2604
 SY2604:                Primary Azimuth Mark                     Grid Az
 SY2604:SPC WA N     -  RUSTON AMERICAN SMELTING STACK           248 55 10.6
 SY2604:UTM  10      -  RUSTON AMERICAN SMELTING STACK           247 18 45.3
 SY2604
 SY2604|---------------------------------------------------------------------|
 SY2604| PID    Reference Object                     Distance      Geod. Az  |
 SY2604|                                                           dddmmss.s |
 SY2604| SY2948 RUSTON AMERICAN SMELTING STACK      APPROX.14.8 KM 2474830.3 |
 SY2604| SY2829 LAVENDER                            APPROX. 7.3 KM 3015115.8 |
 SY2604| SY2368 ROBINSON PT LIGHTHOUSE              APPROX. 5.8 KM 3210146.3 |
 SY2604|---------------------------------------------------------------------|
 SY2604
 SY2604                          SUPERSEDED SURVEY CONTROL
 SY2604
 SY2604  NAD 83(1986)-  47 20 50.55710(N)    122 19 33.01401(W) AD(       ) 2
 SY2604  NAD 27      -  47 20 51.19939(N)    122 19 28.57074(W) AD(       ) 2
 SY2604  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 SY2604
 SY2604.Superseded values are not recommended for survey control.
 SY2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2604.See file dsdata.txt to determine how the superseded data were derived.
 SY2604
 SY2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5092143989(NAD 83)
 SY2604_MARKER: Z = SEE DESCRIPTION
 SY2604_SETTING: 0 = UNSPECIFIED SETTING
 SY2604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2604
 SY2604  HISTORY     - Date     Condition        Report By
 SY2604  HISTORY     - 1972     MONUMENTED       WA-033
 SY2604  HISTORY     - 19961109 MARK NOT FOUND   USPSQD
 SY2604
 SY2604                          STATION DESCRIPTION
 SY2604
 SY2604'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2604'1-1/2 MILES N OF FEDERAL WAY
 SY2604'
 SY2604'POINT IS LOCATED NEAR END OF CONCRETE SEA WALL, APPROX. 0.10
 SY2604'MILES SW OF BEACH DRIVE S. (REDONDO BEACH RD.) AND AUBURN-REDONDO
 SY2604'RD. INTERSECTION.  REDONDO MARINA IS APPROX. 0.10 MILES TO NORTH.
 SY2604'
 SY2604'POINT IS 3.1 FT NNE OF NORTH EDGE OF CONC. STEPS DOWN TO BEACH,
 SY2604'2.4 FT ESE OF EASTERLY SIDE OF CONC. SEA WALL--13.2 FT NORTH OF
 SY2604'SPIKE IN TOP OF 1ST WOODEN PILING FOR WOODEN SEA WALL.  15 FT
 SY2604'WNW FROM PAINTED CENTERLINE OF BEACH DRIVE S. AND 50.7 FT NW OF
 SY2604'SOUTH END OF CONC. RETAINING WALL AND 41.6 FT WEST OF NORTH END
 SY2604'OF WALL.
 SY2604'
 SY2604'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2604'
 SY2604'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2604'3 FT.
 SY2604'
 SY2604'DISKS STAMPED--FM-14.  1972
 SY2604
 SY2604                          STATION RECOVERY (1996)
 SY2604
 SY2604'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2449 ***********************************************************************
 SY2449  DESIGNATION -  FM 15 K CO 1972
 SY2449  PID         -  SY2449
 SY2449  STATE/COUNTY-  WA/KING
 SY2449  USGS QUAD   -  DES MOINES (1995)
 SY2449
 SY2449                         *CURRENT SURVEY CONTROL
 SY2449  ___________________________________________________________________
 SY2449* NAD 83(1991)-  47 25 32.29473(N)    122 18 39.19482(W)     ADJUSTED  
 SY2449* NAVD 88     -        89.4    (meters)     293.     (feet)  VERTCON   
 SY2449  ___________________________________________________________________
 SY2449  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 SY2449  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 SY2449
 SY2449  HORZ ORDER  -  SECOND
 SY2449
 SY2449.The horizontal coordinates were established by classical geodetic methods
 SY2449.and adjusted by the National Geodetic Survey in December 1991..
 SY2449
 SY2449.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2449
 SY2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2449
 SY2449.The geoid height was determined by GEOID03.
 SY2449
 SY2449;                    North         East     Units Scale Factor Converg.
 SY2449;SPC WA N     -    48,393.657   388,523.913   MT  1.00001470   -1 06 00.2
 SY2449;SPC WA N     -   158,771.52  1,274,682.20   sFT  1.00001470   -1 06 00.2
 SY2449;UTM  10      - 5,252,695.582   551,972.565   MT  0.99963319   +0 30 26.9
 SY2449
 SY2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2449!SPC WA N     -   0.99998957  x   1.00001470  =   1.00000427
 SY2449!UTM  10      -   0.99998957  x   0.99963319  =   0.99962277
 SY2449
 SY2449:                Primary Azimuth Mark                     Grid Az
 SY2449:SPC WA N     -  EM 18 A K CO                             351 03 43.4
 SY2449:UTM  10      -  EM 18 A K CO                             349 27 16.3
 SY2449
 SY2449|---------------------------------------------------------------------|
 SY2449| PID    Reference Object                     Distance      Geod. Az  |
 SY2449|                                                           dddmmss.s |
 SY2449| SY2461 EM 18 A K CO                        APPROX. 1.2 KM 3495743.2 |
 SY2449|---------------------------------------------------------------------|
 SY2449
 SY2449                          SUPERSEDED SURVEY CONTROL
 SY2449
 SY2449  NAD 83(1986)-  47 25 32.28862(N)    122 18 39.20486(W) AD(       ) 2
 SY2449  NAD 27      -  47 25 32.93118(N)    122 18 34.75971(W) AD(       ) 2
 SY2449  NGVD 29 (07/19/86)   88.3    (m)          290.     (f) VERT ANG       
 SY2449
 SY2449.Superseded values are not recommended for survey control.
 SY2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2449.See file dsdata.txt to determine how the superseded data were derived.
 SY2449
 SY2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5197352696(NAD 83)
 SY2449_MARKER: Z = SEE DESCRIPTION
 SY2449_SETTING: 0 = UNSPECIFIED SETTING
 SY2449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2449
 SY2449  HISTORY     - Date     Condition        Report By
 SY2449  HISTORY     - 1972     MONUMENTED       WA-033
 SY2449  HISTORY     - 20041203 MARK NOT FOUND   USPSQD
 SY2449
 SY2449                          STATION DESCRIPTION
 SY2449
 SY2449'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2449'APPROX. LOCATION--1/2 MILE SOUTH OF SEA-TAC AIRPORT
 SY2449'
 SY2449'POINT LOCATED ON EAST SHOULDER OF 18TH AVE. SOUTH 0.15 MILE
 SY2449'NORTH OF SO. 200TH ST.
 SY2449'
 SY2449'POINT IS 18.8 FT WEST OF A CYCLONE FENCE.
 SY2449'
 SY2449'POINT IS 100.2 FT NORTH EAST OF A CORNER FENCE POST FIN NAIL
 SY2449'IN POST UP 1 FT.
 SY2449'
 SY2449'POINT IS APPROX. 130 FT WEST OF A CHERRY TREE.
 SY2449'
 SY2449'POINT IS APPROX. 14.0 FT EAST OF CENTERLINE OF 18TH AVE. SOUTH.
 SY2449'
 SY2449'POINT IS APPROX. 6.6 FT WEST OF A REFERENCE POINT.
 SY2449'
 SY2449'SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE MONUMENT
 SY2449'BELOW SURFACE 6 IN.
 SY2449'
 SY2449'SUB-SURFACE MONUMENT--STAND. K.C.S. DISC SET IN CONCRETE MONUMENT
 SY2449'BURIED BELOW SURFACE 3.5 IN.
 SY2449'
 SY2449'MONUMENT STAMPED FM-15 1972
 SY2449
 SY2449                          STATION RECOVERY (2004)
 SY2449
 SY2449'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 SY2449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2416 ***********************************************************************
 SY2416  DESIGNATION -  FM 16 K CO 1972
 SY2416  PID         -  SY2416
 SY2416  STATE/COUNTY-  WA/KING
 SY2416  USGS QUAD   -  DES MOINES (1995)
 SY2416
 SY2416                         *CURRENT SURVEY CONTROL
 SY2416  ___________________________________________________________________
 SY2416* NAD 83(1991)-  47 25 21.80402(N)    122 17 10.32655(W)     ADJUSTED  
 SY2416* NAVD 88     -       126.3    (meters)     414.     (feet)  VERTCON   
 SY2416  ___________________________________________________________________
 SY2416  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 SY2416  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SY2416
 SY2416  HORZ ORDER  -  SECOND
 SY2416
 SY2416.The horizontal coordinates were established by classical geodetic methods
 SY2416.and adjusted by the National Geodetic Survey in December 1991..
 SY2416
 SY2416.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2416
 SY2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2416
 SY2416.The geoid height was determined by GEOID03.
 SY2416
 SY2416;                    North         East     Units Scale Factor Converg.
 SY2416;SPC WA N     -    48,034.265   390,380.015   MT  1.00001531   -1 04 54.1
 SY2416;SPC WA N     -   157,592.42  1,280,771.77   sFT  1.00001531   -1 04 54.1
 SY2416;UTM  10      - 5,252,388.514   553,837.308   MT  0.99963562   +0 31 32.3
 SY2416
 SY2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2416!SPC WA N     -   0.99998379  x   1.00001531  =   0.99999910
 SY2416!UTM  10      -   0.99998379  x   0.99963562  =   0.99961942
 SY2416
 SY2416|---------------------------------------------------------------------|
 SY2416| PID    Reference Object                     Distance      Geod. Az  |
 SY2416|                                                           dddmmss.s |
 SY2416| SY2418 FM 17 K CO 1972                     368.958 METERS 19001     |
 SY2416| SY2374 KING COUNTY WATER DISTRICT 75 LARGE APPROX. 1.6 KM 1995425.9 |
 SY2416| SY2365 KING COUNTY WATER DISTRICT 75 SMALL APPROX. 1.6 KM 2011939.7 |
 SY2416|---------------------------------------------------------------------|
 SY2416
 SY2416                          SUPERSEDED SURVEY CONTROL
 SY2416
 SY2416  NAD 83(1986)-  47 25 21.79722(N)    122 17 10.33655(W) AD(       ) 2
 SY2416  NAD 27      -  47 25 22.43893(N)    122 17 05.89373(W) AD(       ) 2
 SY2416  NGVD 29 (07/19/86)  125.2    (m)          411.     (f) VERT ANG       
 SY2416
 SY2416.Superseded values are not recommended for survey control.
 SY2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2416.See file dsdata.txt to determine how the superseded data were derived.
 SY2416
 SY2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5383752389(NAD 83)
 SY2416_MARKER: Z = SEE DESCRIPTION
 SY2416_SETTING: 0 = UNSPECIFIED SETTING
 SY2416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2416
 SY2416  HISTORY     - Date     Condition        Report By
 SY2416  HISTORY     - 1972     MONUMENTED       WA-033
 SY2416
 SY2416                          STATION DESCRIPTION
 SY2416
 SY2416'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2416'APPROX. LOCATION--800 FT S. OF ANGLE LAKE AND 2400 FT E OF
 SY2416'PAC. HWY. SOUTH
 SY2416'
 SY2416'POINT LOCATED ON A HIGH BANK NORTH OF THE SO. 200TH ST. EXIT FROM
 SY2416'ST HWY 5.  POINT NE OF INTERSECTION OF MILITARY ROAD AND SO. 200TH
 SY2416'ST.
 SY2416'
 SY2416'POINT IS 112.6 FT SE OF CENTER BOLT OF A FIRE HYDRANT.
 SY2416'
 SY2416'POINT IS 30.0 FT SO OF A CYCLONE FENCE.
 SY2416'
 SY2416'POINT IS 111.8 FT E. OF THE WEST END OF A CYCLONE FENCE.
 SY2416'
 SY2416'POINT IS 44.3 FT SW OF A POWER POLE SPIKE IN POLE UP 3 FT.
 SY2416'
 SY2416'POINT IS 3.3 FT NO OF A REFERENCE POINT.
 SY2416'
 SY2416'SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE DISC SET FLUSH
 SY2416'WITH SURFACE.
 SY2416'
 SY2416'SUB-SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE DISC BURIED
 SY2416'BELOW SURFACE 3.5 FT (
 SY2416'
 SY2416'MONUMENT STAMPED FM-16 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2418 ***********************************************************************
 SY2418  DESIGNATION -  FM 17 K CO 1972
 SY2418  PID         -  SY2418
 SY2418  STATE/COUNTY-  WA/KING
 SY2418  USGS QUAD   -  DES MOINES (1995)
 SY2418
 SY2418                         *CURRENT SURVEY CONTROL
 SY2418  ___________________________________________________________________
 SY2418* NAD 83(1991)-  47 25 10.03933(N)    122 17 13.38950(W)     ADJUSTED  
 SY2418* NAVD 88     -       123.1    (meters)     404.     (feet)  VERTCON   
 SY2418  ___________________________________________________________________
 SY2418  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 SY2418  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 SY2418
 SY2418  HORZ ORDER  -  SECOND
 SY2418
 SY2418.The horizontal coordinates were established by classical geodetic methods
 SY2418.and adjusted by the National Geodetic Survey in December 1991..
 SY2418
 SY2418.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2418
 SY2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2418
 SY2418.The geoid height was determined by GEOID03.
 SY2418
 SY2418;                    North         East     Units Scale Factor Converg.
 SY2418;SPC WA N     -    47,672.206   390,308.964   MT  1.00001600   -1 04 56.4
 SY2418;SPC WA N     -   156,404.56  1,280,538.66   sFT  1.00001600   -1 04 56.4
 SY2418;UTM  10      - 5,252,024.743   553,776.464   MT  0.99963554   +0 31 29.9
 SY2418
 SY2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2418!SPC WA N     -   0.99998429  x   1.00001600  =   1.00000029
 SY2418!UTM  10      -   0.99998429  x   0.99963554  =   0.99961984
 SY2418
 SY2418|---------------------------------------------------------------------|
 SY2418| PID    Reference Object                     Distance      Geod. Az  |
 SY2418|                                                           dddmmss.s |
 SY2418| SY2416 FM 16 K CO 1972                     368.958 METERS 01001     |
 SY2418| SY2390 ANGLE                               APPROX. 1.2 KM 2005818.4 |
 SY2418| SY2374 KING COUNTY WATER DISTRICT 75 LARGE APPROX. 1.2 KM 2025210.0 |
 SY2418| SY2365 KING COUNTY WATER DISTRICT 75 SMALL APPROX. 1.2 KM 2044025.5 |
 SY2418| SY2421 FM 18 K CO 1972                     APPROX. 0.5 KM 2084806.9 |
 SY2418|---------------------------------------------------------------------|
 SY2418
 SY2418                          SUPERSEDED SURVEY CONTROL
 SY2418
 SY2418  NAD 83(1986)-  47 25 10.03245(N)    122 17 13.39960(W) AD(       ) 2
 SY2418  NAD 27      -  47 25 10.67424(N)    122 17 08.95688(W) AD(       ) 2
 SY2418  NGVD 29 (07/19/86)  122.0    (m)          400.     (f) VERT ANG       
 SY2418
 SY2418.Superseded values are not recommended for survey control.
 SY2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2418.See file dsdata.txt to determine how the superseded data were derived.
 SY2418
 SY2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5377652025(NAD 83)
 SY2418_MARKER: Z = SEE DESCRIPTION
 SY2418_SETTING: 0 = UNSPECIFIED SETTING
 SY2418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2418
 SY2418  HISTORY     - Date     Condition        Report By
 SY2418  HISTORY     - 1972     MONUMENTED       WA-033
 SY2418
 SY2418                          STATION DESCRIPTION
 SY2418
 SY2418'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2418'APPROX. LOCATION--2 MILES NE OF DES MOINES
 SY2418'
 SY2418'POINT LOCATED ON NE SHOULDER OF S. MILITARY RD. NEAR THE SE END
 SY2418'OF A CONCRETE BRIDGE CROSSING OVER I-5.  POINT IS 17 FT NW OF
 SY2418'MILITARY RD. CENTERLINE, 33.8 FT NW OF SE END OF BRIDGE WALK-WAY
 SY2418'RAIL, 8.3 FT SSW OF SW END OF WALK-WAY RAIL, 69.7 FT NE OF SW END
 SY2418'OF GUARD RAIL, AND 99.0 FT NW OF DEAD END ROAD CENTERLINE.
 SY2418'
 SY2418'SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE DISC SET FLUSH
 SY2418'WITH SURFACE.
 SY2418'
 SY2418'SUB-SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE DISC BURIED
 SY2418'3.6 FT.
 SY2418'
 SY2418'MONUMENT STAMPED FM-17 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2421 ***********************************************************************
 SY2421  DESIGNATION -  FM 18 K CO 1972
 SY2421  PID         -  SY2421
 SY2421  STATE/COUNTY-  WA/KING
 SY2421  USGS QUAD   -  DES MOINES (1995)
 SY2421
 SY2421                         *CURRENT SURVEY CONTROL
 SY2421  ___________________________________________________________________
 SY2421* NAD 83(1991)-  47 24 54.91746(N)    122 17 25.63799(W)     ADJUSTED  
 SY2421* NAVD 88     -       122.7    (meters)     403.     (feet)  VERTCON   
 SY2421  ___________________________________________________________________
 SY2421  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 SY2421  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 SY2421
 SY2421  HORZ ORDER  -  SECOND
 SY2421
 SY2421.The horizontal coordinates were established by classical geodetic methods
 SY2421.and adjusted by the National Geodetic Survey in December 1991..
 SY2421
 SY2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2421
 SY2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2421
 SY2421.The geoid height was determined by GEOID03.
 SY2421
 SY2421;                    North         East     Units Scale Factor Converg.
 SY2421;SPC WA N     -    47,210.128   390,043.427   MT  1.00001689   -1 05 05.5
 SY2421;SPC WA N     -   154,888.56  1,279,667.48   sFT  1.00001689   -1 05 05.5
 SY2421;UTM  10      - 5,251,555.578   553,524.088   MT  0.99963521   +0 31 20.8
 SY2421
 SY2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2421!SPC WA N     -   0.99998435  x   1.00001689  =   1.00000124
 SY2421!UTM  10      -   0.99998435  x   0.99963521  =   0.99961957
 SY2421
 SY2421:                Primary Azimuth Mark                     Grid Az
 SY2421:SPC WA N     -  FM 17 K CO 1972                          029 53 03.4
 SY2421:UTM  10      -  FM 17 K CO 1972                          028 16 37.1
 SY2421
 SY2421|---------------------------------------------------------------------|
 SY2421| PID    Reference Object                     Distance      Geod. Az  |
 SY2421|                                                           dddmmss.s |
 SY2421| SY2418 FM 17 K CO 1972                     APPROX. 0.5 KM 0284757.9 |
 SY2421| SY2374 KING COUNTY WATER DISTRICT 75 LARGE APPROX. 0.7 KM 1982018.6 |
 SY2421| SY2365 KING COUNTY WATER DISTRICT 75 SMALL APPROX. 0.7 KM 2013404.1 |
 SY2421|---------------------------------------------------------------------|
 SY2421
 SY2421                          SUPERSEDED SURVEY CONTROL
 SY2421
 SY2421  NAD 83(1986)-  47 24 54.91070(N)    122 17 25.64811(W) AD(       ) 2
 SY2421  NAD 27      -  47 24 55.55246(N)    122 17 21.20539(W) AD(       ) 2
 SY2421  NGVD 29 (07/19/86)  121.6    (m)          399.     (f) VERT ANG       
 SY2421
 SY2421.Superseded values are not recommended for survey control.
 SY2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2421.See file dsdata.txt to determine how the superseded data were derived.
 SY2421
 SY2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5352451556(NAD 83)
 SY2421_MARKER: Z = SEE DESCRIPTION
 SY2421_SETTING: 0 = UNSPECIFIED SETTING
 SY2421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2421
 SY2421  HISTORY     - Date     Condition        Report By
 SY2421  HISTORY     - 1972     MONUMENTED       WA-033
 SY2421
 SY2421                          STATION DESCRIPTION
 SY2421
 SY2421'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2421'APPROX. LOCATION--2 MILES NE OF DES MOINES
 SY2421'
 SY2421'POINT LOCATED WEST SHOULDER OF INTERSTATE 5, APPROX. 0.25 MILES
 SY2421'SOUTH OF THE SO. 200TH ST. OFF-RAMP APPROX..  75 FT SOUTH OF
 SY2421'THE PROJECTED CENTERLINE OF A STREET TO THE WEST.
 SY2421'
 SY2421'POINT IS 9.7 FT SO. OF A SPIKE IN THE TOP OF A GUARD RAIL POST.
 SY2421'
 SY2421'POINT IS 9.4 FT NO. OF A SPIKE IN THE TOP OF A GUARD RAIL POST.
 SY2421'
 SY2421'POINT IS 4.0 FT E. OF A REFERENCE POINT.
 SY2421'
 SY2421'POINT IS 12.9 FT W. OF THE WEST EDGE OF INTERSTATE 5.
 SY2421'
 SY2421'SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE DISC SET ON
 SY2421'SURFACE.
 SY2421'
 SY2421'SUB-SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE DISK BURIED
 SY2421'3.5 FT.
 SY2421'
 SY2421'MONUMENT STAMPED FM-18 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2426 ***********************************************************************
 SY2426  DESIGNATION -  FM 19 K CO 1972
 SY2426  PID         -  SY2426
 SY2426  STATE/COUNTY-  WA/KING
 SY2426  USGS QUAD   -  DES MOINES (1995)
 SY2426
 SY2426                         *CURRENT SURVEY CONTROL
 SY2426  ___________________________________________________________________
 SY2426* NAD 83(1991)-  47 25 21.88761(N)    122 17 31.02139(W)     ADJUSTED  
 SY2426* NAVD 88     -       124.2    (meters)     407.     (feet)  VERTCON   
 SY2426  ___________________________________________________________________
 SY2426  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 SY2426  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 SY2426
 SY2426  HORZ ORDER  -  SECOND
 SY2426
 SY2426.The horizontal coordinates were established by classical geodetic methods
 SY2426.and adjusted by the National Geodetic Survey in December 1991..
 SY2426
 SY2426.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2426
 SY2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2426
 SY2426.The geoid height was determined by GEOID03.
 SY2426
 SY2426;                    North         East     Units Scale Factor Converg.
 SY2426;SPC WA N     -    48,045.050   389,946.382   MT  1.00001531   -1 05 09.5
 SY2426;SPC WA N     -   157,627.80  1,279,349.09   sFT  1.00001531   -1 05 09.5
 SY2426;UTM  10      - 5,252,387.133   553,403.708   MT  0.99963505   +0 31 17.0
 SY2426
 SY2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2426!SPC WA N     -   0.99998412  x   1.00001531  =   0.99999943
 SY2426!UTM  10      -   0.99998412  x   0.99963505  =   0.99961918
 SY2426
 SY2426:                Primary Azimuth Mark                     Grid Az
 SY2426:SPC WA N     -  FM 16 K CO 1972                          091 25 29.5
 SY2426:UTM  10      -  FM 16 K CO 1972                          089 49 03.0
 SY2426
 SY2426|---------------------------------------------------------------------|
 SY2426| PID    Reference Object                     Distance      Geod. Az  |
 SY2426|                                                           dddmmss.s |
 SY2426| SY2416 FM 16 K CO 1972                     433.760 METERS 0902020.0 |
 SY2426| SY2427 EW 1 4 COR SEC 4 3                   10.777 METERS 21933     |
 SY2426|---------------------------------------------------------------------|
 SY2426
 SY2426                          SUPERSEDED SURVEY CONTROL
 SY2426
 SY2426  NAD 83(1986)-  47 25 21.88091(N)    122 17 31.03130(W) AD(       ) 2
 SY2426  NAD 27      -  47 25 22.52275(N)    122 17 26.58799(W) AD(       ) 2
 SY2426  NGVD 29 (07/19/86)  123.1    (m)          404.     (f) VERT ANG       
 SY2426
 SY2426.Superseded values are not recommended for survey control.
 SY2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2426.See file dsdata.txt to determine how the superseded data were derived.
 SY2426
 SY2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5340452387(NAD 83)
 SY2426_MARKER: Z = SEE DESCRIPTION
 SY2426_SETTING: 0 = UNSPECIFIED SETTING
 SY2426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY2426+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2004
 SY2426
 SY2426  HISTORY     - Date     Condition        Report By
 SY2426  HISTORY     - 1972     MONUMENTED       WA-033
 SY2426  HISTORY     - 20041203 GOOD             USPSQD
 SY2426
 SY2426                          STATION DESCRIPTION
 SY2426
 SY2426'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2426'APPROX. LOCATION--
 SY2426'
 SY2426'800 FT SO. OF ANGLE LAKE AND 1000 FT EAST OF
 SY2426'PAC. HWY. SOUTH
 SY2426'
 SY2426'STATION IS LOCATED AT THE INTERSECTION OF SO. 200TH ST. AND
 SY2426'32ND AVE. SO. POINT IS SET IN SIDEWALK.  5.6 FT WEST OF SPIKE IN
 SY2426'POWER POLE, 26.0 FT NORTH OF CENTERLINE OF SO. 200TH ST., 35.37 FT
 SY2426'NE OF EW 1/4 CORNER 3/4.  82.1 FT NE OF FIRE HYDRANT.  50.7 FT
 SY2426'EAST OF SPIKE IN GUY POLE.  AND 22.0 FT EAST OF CENTERLINE OF 32ND
 SY2426'AVE. SOUTH.
 SY2426'
 SY2426'SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE AT NE CORNER
 SY2426'IN SIDEWALK.
 SY2426'
 SY2426'SUB-SURFACE MONUMENT--NO SUB-SURFACE.
 SY2426'
 SY2426'MONUMENT STAMPED FM-19 1972
 SY2426
 SY2426                          STATION RECOVERY (2004)
 SY2426
 SY2426'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 SY2426'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2447 ***********************************************************************
 SY2447  DESIGNATION -  FM 20 K CO 1972
 SY2447  PID         -  SY2447
 SY2447  STATE/COUNTY-  WA/KING
 SY2447  USGS QUAD   -  DES MOINES (1995)
 SY2447
 SY2447                         *CURRENT SURVEY CONTROL
 SY2447  ___________________________________________________________________
 SY2447* NAD 83(1991)-  47 24 43.00688(N)    122 18 09.32363(W)     ADJUSTED  
 SY2447* NAVD 88     -       107.2    (meters)     352.     (feet)  VERTCON   
 SY2447  ___________________________________________________________________
 SY2447  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 SY2447  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY2447
 SY2447  HORZ ORDER  -  SECOND
 SY2447
 SY2447.The horizontal coordinates were established by classical geodetic methods
 SY2447.and adjusted by the National Geodetic Survey in December 1991..
 SY2447
 SY2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2447
 SY2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2447
 SY2447.The geoid height was determined by GEOID03.
 SY2447
 SY2447;                    North         East     Units Scale Factor Converg.
 SY2447;SPC WA N     -    46,859.765   389,120.797   MT  1.00001759   -1 05 38.0
 SY2447;SPC WA N     -   153,739.08  1,276,640.48   sFT  1.00001759   -1 05 38.0
 SY2447;UTM  10      - 5,251,179.617   552,611.998   MT  0.99963402   +0 30 48.5
 SY2447
 SY2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2447!SPC WA N     -   0.99998678  x   1.00001759  =   1.00000437
 SY2447!UTM  10      -   0.99998678  x   0.99963402  =   0.99962081
 SY2447
 SY2447|---------------------------------------------------------------------|
 SY2447| PID    Reference Object                     Distance      Geod. Az  |
 SY2447|                                                           dddmmss.s |
 SY2447| SY2443 FM 36 K CO 1973                     193.787 METERS 00317     |
 SY2447| SY2446 FM 21 K CO 1972                     359.114 METERS 17933     |
 SY2447|---------------------------------------------------------------------|
 SY2447
 SY2447                          SUPERSEDED SURVEY CONTROL
 SY2447
 SY2447  NAD 83(1986)-  47 24 43.00017(N)    122 18 09.33383(W) AD(       ) 2
 SY2447  NAD 27      -  47 24 43.64243(N)    122 18 04.89009(W) AD(       ) 2
 SY2447  NGVD 29 (07/19/86)  106.1    (m)          348.     (f) VERT ANG       
 SY2447
 SY2447.Superseded values are not recommended for survey control.
 SY2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2447.See file dsdata.txt to determine how the superseded data were derived.
 SY2447
 SY2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5261251180(NAD 83)
 SY2447_MARKER: Z = SEE DESCRIPTION
 SY2447_SETTING: 0 = UNSPECIFIED SETTING
 SY2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2447
 SY2447  HISTORY     - Date     Condition        Report By
 SY2447  HISTORY     - 1972     MONUMENTED       WA-033
 SY2447  HISTORY     - 20060509 MARK NOT FOUND   USPSQD
 SY2447
 SY2447                          STATION DESCRIPTION
 SY2447
 SY2447'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2447'APPROX. LOCATION--1 MILE EAST OF DES MOINES
 SY2447'
 SY2447'STATION IS LOCATED AT THE INTERSECTION OF SO. 212TH ST. AND
 SY2447'24TH AVE. SO. POINT IS 47.0 FT W OF SPIKE IN POWER POLE.  24.0 FT
 SY2447'W OF CENTERLINE OF 24TH AVE. SO..  59.4 FT NW OF X IN CENTER BOLT
 SY2447'OF FIRE HYDRANT.  25.0 FT N OF CENTERLINE OF SO. 212TH.  AND 4.5
 SY2447'FT E OF WITNESS POST.
 SY2447'
 SY2447'SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE DISC SET FLUSH
 SY2447'WITH SURFACE.
 SY2447'
 SY2447'SUB-SURFACE MONUMENT--STAND KCS SET IN CONCRETE DISC BURIED
 SY2447'3.6 FT.
 SY2447'
 SY2447'MONUMENT STAMPED FM-20 1972
 SY2447
 SY2447                          STATION RECOVERY (2006)
 SY2447
 SY2447'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY2447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2446 ***********************************************************************
 SY2446  DESIGNATION -  FM 21 K CO 1972
 SY2446  PID         -  SY2446
 SY2446  STATE/COUNTY-  WA/KING
 SY2446  USGS QUAD   -  DES MOINES (1995)
 SY2446
 SY2446                         *CURRENT SURVEY CONTROL
 SY2446  ___________________________________________________________________
 SY2446* NAD 83(1991)-  47 24 31.37902(N)    122 18 09.18885(W)     ADJUSTED  
 SY2446* NAVD 88     -       109.1    (meters)     358.     (feet)  VERTCON   
 SY2446  ___________________________________________________________________
 SY2446  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 SY2446  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 SY2446
 SY2446  HORZ ORDER  -  SECOND
 SY2446
 SY2446.The horizontal coordinates were established by classical geodetic methods
 SY2446.and adjusted by the National Geodetic Survey in December 1991..
 SY2446
 SY2446.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2446
 SY2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2446
 SY2446.The geoid height was determined by GEOID03.
 SY2446
 SY2446;                    North         East     Units Scale Factor Converg.
 SY2446;SPC WA N     -    46,500.666   389,116.767   MT  1.00001828   -1 05 37.9
 SY2446;SPC WA N     -   152,560.94  1,276,627.26   sFT  1.00001828   -1 05 37.9
 SY2446;UTM  10      - 5,250,820.685   552,618.039   MT  0.99963402   +0 30 48.5
 SY2446
 SY2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2446!SPC WA N     -   0.99998648  x   1.00001828  =   1.00000476
 SY2446!UTM  10      -   0.99998648  x   0.99963402  =   0.99962051
 SY2446
 SY2446:                Primary Azimuth Mark                     Grid Az
 SY2446:SPC WA N     -  ANGLE                                    084 45 24.9
 SY2446:UTM  10      -  ANGLE                                    083 08 58.5
 SY2446
 SY2446|---------------------------------------------------------------------|
 SY2446| PID    Reference Object                     Distance      Geod. Az  |
 SY2446|                                                           dddmmss.s |
 SY2446| SY2390 ANGLE                               APPROX. 0.7 KM 0833947.0 |
 SY2446| SY2365 KING COUNTY WATER DISTRICT 75 SMALL APPROX. 0.7 KM 0840321.0 |
 SY2446| SY2374 KING COUNTY WATER DISTRICT 75 LARGE APPROX. 0.7 KM 0843955.9 |
 SY2446| SY2442 FM 22 K CO 1972                     363.300 METERS 17832     |
 SY2446| SY2447 FM 20 K CO 1972                     359.114 METERS 35933     |
 SY2446|---------------------------------------------------------------------|
 SY2446
 SY2446                          SUPERSEDED SURVEY CONTROL
 SY2446
 SY2446  NAD 83(1986)-  47 24 31.37243(N)    122 18 09.19913(W) AD(       ) 2
 SY2446  NAD 27      -  47 24 32.01444(N)    122 18 04.75559(W) AD(       ) 2
 SY2446  NGVD 29 (07/19/86)  108.0    (m)          354.     (f) VERT ANG       
 SY2446
 SY2446.Superseded values are not recommended for survey control.
 SY2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2446.See file dsdata.txt to determine how the superseded data were derived.
 SY2446
 SY2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5261850821(NAD 83)
 SY2446_MARKER: Z = SEE DESCRIPTION
 SY2446_SETTING: 0 = UNSPECIFIED SETTING
 SY2446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2446
 SY2446  HISTORY     - Date     Condition        Report By
 SY2446  HISTORY     - 1972     MONUMENTED       WA-033
 SY2446  HISTORY     - 20060509 MARK NOT FOUND   USPSQD
 SY2446
 SY2446                          STATION DESCRIPTION
 SY2446
 SY2446'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2446'APPROX. LOCATION--1 MILE E OF DES MOINES
 SY2446'
 SY2446'POINT IS LOCATED ON W. SHOULDER OF 24TH AVE. S. ABOUT 150 FT
 SY2446'N. OF S. 216TH ST. AND 50 FT N. OF CENTERLINE OF DRIVEWAY TO
 SY2446'HOUSE 21451.  POINT IS 15 FT WEST OF CENTERLINE OF 24TH
 SY2446'AVE. SO. POINT IS 38.5 FT WEST OF A SPIKE IN THE N. SIDE OF A
 SY2446'POWER POLE AND 99.0 FT N.W. OF A SPIKE IN THE SW SIDE OF A POWER
 SY2446'POLE.  POINT IS 49.8 FT NE OF THE NE CORNER OF HOUSE 21451
 SY2446'AND 58.8 FT SE OF THE SE CORNER OF HOUSE 21443.
 SY2446'
 SY2446'SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE DISC SET
 SY2446'FLUSH WITH SURFACE.
 SY2446'
 SY2446'SUB-SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE DISC
 SY2446'BURIED 3.6 FT.
 SY2446'
 SY2446'MONUMENT STAMPED FM-21 1972
 SY2446
 SY2446                          STATION RECOVERY (2006)
 SY2446
 SY2446'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY2446'24TH ST WIDENED AT THIS LOCATION. POWER POLES STILL PRESENT.
 SY2446'MEASUREMENTS PUT THE MARK UNDER THE ROADWAY OF THE RIGHT LANE OF
 SY2446'SOUTHBOUND TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2442 ***********************************************************************
 SY2442  DESIGNATION -  FM 22 K CO 1972
 SY2442  PID         -  SY2442
 SY2442  STATE/COUNTY-  WA/KING
 SY2442  USGS QUAD   -  DES MOINES (1995)
 SY2442
 SY2442                         *CURRENT SURVEY CONTROL
 SY2442  ___________________________________________________________________
 SY2442* NAD 83(1991)-  47 24 19.61915(N)    122 18 08.74290(W)     ADJUSTED  
 SY2442* NAVD 88     -       102.6    (meters)     337.     (feet)  VERTCON   
 SY2442  ___________________________________________________________________
 SY2442  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 SY2442  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SY2442
 SY2442  HORZ ORDER  -  SECOND
 SY2442
 SY2442.The horizontal coordinates were established by classical geodetic methods
 SY2442.and adjusted by the National Geodetic Survey in December 1991..
 SY2442
 SY2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2442
 SY2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2442
 SY2442.The geoid height was determined by GEOID03.
 SY2442
 SY2442;                    North         East     Units Scale Factor Converg.
 SY2442;SPC WA N     -    46,137.367   389,119.182   MT  1.00001898   -1 05 37.6
 SY2442;SPC WA N     -   151,369.01  1,276,635.18   sFT  1.00001898   -1 05 37.6
 SY2442;UTM  10      - 5,250,457.736   552,630.639   MT  0.99963404   +0 30 48.7
 SY2442
 SY2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2442!SPC WA N     -   0.99998750  x   1.00001898  =   1.00000648
 SY2442!UTM  10      -   0.99998750  x   0.99963404  =   0.99962154
 SY2442
 SY2442:                Primary Azimuth Mark                     Grid Az
 SY2442:SPC WA N     -  SN 1 4 COR 9 16                          181 40 38.9
 SY2442:UTM  10      -  SN 1 4 COR 9 16                          180 04 12.6
 SY2442
 SY2442|---------------------------------------------------------------------|
 SY2442| PID    Reference Object                     Distance      Geod. Az  |
 SY2442|                                                           dddmmss.s |
 SY2442| SY2445 SN 1 4 COR 9 16                     498.245 METERS 1803501.3 |
 SY2442| SY2448 FM 23 K CO 1972                     382.507 METERS 18155     |
 SY2442| SY2446 FM 21 K CO 1972                     363.300 METERS 35832     |
 SY2442|---------------------------------------------------------------------|
 SY2442
 SY2442                          SUPERSEDED SURVEY CONTROL
 SY2442
 SY2442  NAD 83(1986)-  47 24 19.61256(N)    122 18 08.75324(W) AD(       ) 2
 SY2442  NAD 27      -  47 24 20.25453(N)    122 18 04.30992(W) AD(       ) 2
 SY2442  NGVD 29 (07/19/86)  101.5    (m)          333.     (f) VERT ANG       
 SY2442
 SY2442.Superseded values are not recommended for survey control.
 SY2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2442.See file dsdata.txt to determine how the superseded data were derived.
 SY2442
 SY2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5263150458(NAD 83)
 SY2442_MARKER: Z = SEE DESCRIPTION
 SY2442_SETTING: 0 = UNSPECIFIED SETTING
 SY2442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2442
 SY2442  HISTORY     - Date     Condition        Report By
 SY2442  HISTORY     - 1972     MONUMENTED       WA-033
 SY2442  HISTORY     - 19961109 MARK NOT FOUND   USPSQD
 SY2442
 SY2442                          STATION DESCRIPTION
 SY2442
 SY2442'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2442'APPROX. LOCATION--) 1 MILE E OF DES MOINES
 SY2442'
 SY2442'POINT LOCATED ON THE EAST SHOULDER OF 24TH AVE. SO. AT THE
 SY2442'INTERSECTION OF 24TH AVE. SO AND SO. 219TH ST.  POINT IS 26.0
 SY2442'FT SOUTH OF CENTERLINE OF SO. 219TH ST. AND 18 FT EAST OF
 SY2442'CENTERLINE OF 24TH AVE. SO.  POINT IS 3.4 FT N. OF A SPIKE
 SY2442'IN THE W. SIDE OF A POWER POLE AND 39.4 FT EAST OF A SPIKE IN
 SY2442'THE N. SIDE OF A TELEPHONE POLE.  POINT IS ALSO 57.4 FT SW OF
 SY2442'A CORNER FENCE POST ON CORNER OF 24TH AVE. SO. AND GRAVEL
 SY2442'DRIVEWAY TO 21815, 24TH AVE. SO.
 SY2442'
 SY2442'SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE DISC SET FLUSH
 SY2442'WITH SURFACE.
 SY2442'
 SY2442'SUB-SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE DISC
 SY2442'BURIED 3.5 FT.
 SY2442'
 SY2442'MONUMENT STAMPED FM-22 1972
 SY2442
 SY2442                          STATION RECOVERY (1996)
 SY2442
 SY2442'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2448 ***********************************************************************
 SY2448  DESIGNATION -  FM 23 K CO 1972
 SY2448  PID         -  SY2448
 SY2448  STATE/COUNTY-  WA/KING
 SY2448  USGS QUAD   -  DES MOINES (1995)
 SY2448
 SY2448                         *CURRENT SURVEY CONTROL
 SY2448  ___________________________________________________________________
 SY2448* NAD 83(1991)-  47 24 07.24037(N)    122 18 09.35276(W)     ADJUSTED  
 SY2448* NAVD 88     -        94.0    (meters)     308.     (feet)  VERTCON   
 SY2448  ___________________________________________________________________
 SY2448  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 SY2448  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SY2448
 SY2448  HORZ ORDER  -  SECOND
 SY2448
 SY2448.The horizontal coordinates were established by classical geodetic methods
 SY2448.and adjusted by the National Geodetic Survey in December 1991..
 SY2448
 SY2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2448
 SY2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2448
 SY2448.The geoid height was determined by GEOID03.
 SY2448
 SY2448;                    North         East     Units Scale Factor Converg.
 SY2448;SPC WA N     -    45,755.380   389,099.099   MT  1.00001972   -1 05 38.0
 SY2448;SPC WA N     -   150,115.78  1,276,569.29   sFT  1.00001972   -1 05 38.0
 SY2448;UTM  10      - 5,250,075.483   552,621.282   MT  0.99963403   +0 30 48.2
 SY2448
 SY2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2448!SPC WA N     -   0.99998885  x   1.00001972  =   1.00000857
 SY2448!UTM  10      -   0.99998885  x   0.99963403  =   0.99962288
 SY2448
 SY2448|---------------------------------------------------------------------|
 SY2448| PID    Reference Object                     Distance      Geod. Az  |
 SY2448|                                                           dddmmss.s |
 SY2448| SY2442 FM 22 K CO 1972                     382.507 METERS 00155     |
 SY2448| SY2445 SN 1 4 COR 9 16                     116.182 METERS 17612     |
 SY2448|---------------------------------------------------------------------|
 SY2448
 SY2448                          SUPERSEDED SURVEY CONTROL
 SY2448
 SY2448  NAD 83(1986)-  47 24 07.23378(N)    122 18 09.36317(W) AD(       ) 2
 SY2448  NAD 27      -  47 24 07.87573(N)    122 18 04.92006(W) AD(       ) 2
 SY2448  NGVD 29 (07/19/86)   92.9    (m)          305.     (f) VERT ANG       
 SY2448
 SY2448.Superseded values are not recommended for survey control.
 SY2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2448.See file dsdata.txt to determine how the superseded data were derived.
 SY2448
 SY2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5262150075(NAD 83)
 SY2448_MARKER: Z = SEE DESCRIPTION
 SY2448_SETTING: 0 = UNSPECIFIED SETTING
 SY2448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2448
 SY2448  HISTORY     - Date     Condition        Report By
 SY2448  HISTORY     - 1972     MONUMENTED       WA-033
 SY2448  HISTORY     - 19961109 MARK NOT FOUND   USPSQD
 SY2448
 SY2448                          STATION DESCRIPTION
 SY2448
 SY2448'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2448'APPROX. LOCATION--1 MILE E OF DES MOINES
 SY2448'
 SY2448'POINT IS LOCATED AT SW CORNER OF INTERSECTION OF 24TH AVE. SO. AND
 SY2448'S. 223RD ST. AT E SIDE OF CONCRETE SIDEWALK.  POINT IS 23 FT
 SY2448'WEST OF CENTERLINE OF 24TH AVE. SO. AND 32 FT SOUTH OF
 SY2448'CENTERLINE OF SO. 223RD ST.  POINT IS 91.1 FT SOUTHWEST OF
 SY2448'THE CENTER BOLT OF A FIRE HYDRANT.  POINT IS ALSO 46.8 FT
 SY2448'SW OF A SPIKE IN THE N. SIDE OF A P. POLE AND 67.1 FT NW OF
 SY2448'A SPIKE IN THE N. SIDE OF A POWER POLE.
 SY2448'
 SY2448'SURFACE MONUMENT--) STAND KCS DISC SET IN CONCRETE DISC
 SY2448'SET FLUSH WITH SURFACE.
 SY2448'
 SY2448'SUB-SURFACE MONUMENT--) STAND KCS DISC SET IN CONCRETE DISC
 SY2448'BURIED 3.5 FT.
 SY2448'
 SY2448'MONUMENT STAMPED FM-23 1972
 SY2448
 SY2448                          STATION RECOVERY (1996)
 SY2448
 SY2448'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2437 ***********************************************************************
 SY2437  DESIGNATION -  FM 24 K CO 1972
 SY2437  PID         -  SY2437
 SY2437  STATE/COUNTY-  WA/KING
 SY2437  USGS QUAD   -  DES MOINES (1995)
 SY2437
 SY2437                         *CURRENT SURVEY CONTROL
 SY2437  ___________________________________________________________________
 SY2437* NAD 83(1991)-  47 23 11.20227(N)    122 17 46.62620(W)     ADJUSTED  
 SY2437* NAVD 88     -       122.1    (meters)     401.     (feet)  VERTCON   
 SY2437  ___________________________________________________________________
 SY2437  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 SY2437  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 SY2437
 SY2437  HORZ ORDER  -  SECOND
 SY2437
 SY2437.The horizontal coordinates were established by classical geodetic methods
 SY2437.and adjusted by the National Geodetic Survey in December 1991..
 SY2437
 SY2437.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2437
 SY2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2437
 SY2437.The geoid height was determined by GEOID03.
 SY2437
 SY2437;                    North         East     Units Scale Factor Converg.
 SY2437;SPC WA N     -    44,015.957   389,542.647   MT  1.00002312   -1 05 21.1
 SY2437;SPC WA N     -   144,409.02  1,278,024.50   sFT  1.00002312   -1 05 21.1
 SY2437;UTM  10      - 5,248,349.853   553,113.251   MT  0.99963467   +0 31 04.4
 SY2437
 SY2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2437!SPC WA N     -   0.99998444  x   1.00002312  =   1.00000756
 SY2437!UTM  10      -   0.99998444  x   0.99963467  =   0.99961911
 SY2437
 SY2437|---------------------------------------------------------------------|
 SY2437| PID    Reference Object                     Distance      Geod. Az  |
 SY2437|                                                           dddmmss.s |
 SY2437| SY2436 FM 37 K CO 1973                     228.918 METERS 00322     |
 SY2437| SY2440 FM 26 K CO 1972                     APPROX. 0.9 KM 1902158.8 |
 SY2437| SY2438 FM 25 K CO 1972                     285.027 METERS 19434     |
 SY2437|---------------------------------------------------------------------|
 SY2437
 SY2437                          SUPERSEDED SURVEY CONTROL
 SY2437
 SY2437  NAD 83(1986)-  47 23 11.19552(N)    122 17 46.63681(W) AD(       ) 2
 SY2437  NAD 27      -  47 23 11.83601(N)    122 17 42.19550(W) AD(       ) 2
 SY2437  NGVD 29 (07/19/86)  121.0    (m)          397.     (f) VERT ANG       
 SY2437
 SY2437.Superseded values are not recommended for survey control.
 SY2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2437.See file dsdata.txt to determine how the superseded data were derived.
 SY2437
 SY2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5311348350(NAD 83)
 SY2437_MARKER: Z = SEE DESCRIPTION
 SY2437_SETTING: 0 = UNSPECIFIED SETTING
 SY2437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2437
 SY2437  HISTORY     - Date     Condition        Report By
 SY2437  HISTORY     - 1972     MONUMENTED       WA-033
 SY2437
 SY2437                          STATION DESCRIPTION
 SY2437
 SY2437'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2437'APPROX. LOCATION--1-1/2 MILES SE OF DES MOINES
 SY2437'
 SY2437'STATION IN BLACKTOP SHOULDER 46 FT EAST AND 25 FT SOUTH
 SY2437'INTERSECTION PACIFIC HWY. S. AND S. 240TH ST.  STATION IS 3.0
 SY2437'FT WSW SPIKE IN UTILITY POLE--- 8.0 FT WEST OF WEST SIDE
 SY2437'TRAFFIC CONTROL SIGNAL STANDARD, AND 7.8 FT NW OF NW CORNER
 SY2437'OF CONCRETE PLANTER CURB.
 SY2437'
 SY2437'SURFACE MONUMENT--SET KCS DISK FLUSH IN CONCRETE MONUMENT.
 SY2437'
 SY2437'SUB-SURFACE MONUMENT--SET KCS DISK IN CONCRETE MONUMENT DOWN 3 FT.
 SY2437'
 SY2437'MONUMENT STAMPED FM-24 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2438 ***********************************************************************
 SY2438  DESIGNATION -  FM 25 K CO 1972
 SY2438  PID         -  SY2438
 SY2438  STATE/COUNTY-  WA/KING
 SY2438  USGS QUAD   -  DES MOINES (1995)
 SY2438
 SY2438                         *CURRENT SURVEY CONTROL
 SY2438  ___________________________________________________________________
 SY2438* NAD 83(1991)-  47 23 02.26931(N)    122 17 50.04212(W)     ADJUSTED  
 SY2438* NAVD 88     -       114.3    (meters)     375.     (feet)  VERTCON   
 SY2438  ___________________________________________________________________
 SY2438  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 SY2438  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 SY2438
 SY2438  HORZ ORDER  -  SECOND
 SY2438
 SY2438.The horizontal coordinates were established by classical geodetic methods
 SY2438.and adjusted by the National Geodetic Survey in December 1991..
 SY2438
 SY2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2438
 SY2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2438
 SY2438.The geoid height was determined by GEOID03.
 SY2438
 SY2438;                    North         East     Units Scale Factor Converg.
 SY2438;SPC WA N     -    43,741.488   389,465.766   MT  1.00002366   -1 05 23.7
 SY2438;SPC WA N     -   143,508.53  1,277,772.27   sFT  1.00002366   -1 05 23.7
 SY2438;UTM  10      - 5,248,073.443   553,044.124   MT  0.99963458   +0 31 01.9
 SY2438
 SY2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2438!SPC WA N     -   0.99998566  x   1.00002366  =   1.00000932
 SY2438!UTM  10      -   0.99998566  x   0.99963458  =   0.99962024
 SY2438
 SY2438|---------------------------------------------------------------------|
 SY2438| PID    Reference Object                     Distance      Geod. Az  |
 SY2438|                                                           dddmmss.s |
 SY2438| SY2437 FM 24 K CO 1972                     285.027 METERS 01433     |
 SY2438| SY2389 CHARLIE                             APPROX. 0.8 KM 0953129.5 |
 SY2438| SY2440 FM 26 K CO 1972                     APPROX. 0.6 KM 1881743.0 |
 SY2438|---------------------------------------------------------------------|
 SY2438
 SY2438                          SUPERSEDED SURVEY CONTROL
 SY2438
 SY2438  NAD 83(1986)-  47 23 02.26260(N)    122 17 50.05277(W) AD(       ) 2
 SY2438  NAD 27      -  47 23 02.90307(N)    122 17 45.61151(W) AD(       ) 2
 SY2438  NGVD 29 (07/19/86)  113.2    (m)          371.     (f) VERT ANG       
 SY2438
 SY2438.Superseded values are not recommended for survey control.
 SY2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2438.See file dsdata.txt to determine how the superseded data were derived.
 SY2438
 SY2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5304448073(NAD 83)
 SY2438_MARKER: Z = SEE DESCRIPTION
 SY2438_SETTING: 0 = UNSPECIFIED SETTING
 SY2438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2438
 SY2438  HISTORY     - Date     Condition        Report By
 SY2438  HISTORY     - 1972     MONUMENTED       WA-033
 SY2438
 SY2438                          STATION DESCRIPTION
 SY2438
 SY2438'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2438'APPROX. LOCATION--2 MILES SE OF DES MOINES
 SY2438'
 SY2438'STATION LOCATED APPROX. 0.2 MILES SOUTH INTERSECTION S 240TH
 SY2438'ST. AND PAC. HWY SOUTH.  POINT IS ON WEST SIDE OF PACIFIC HWY
 SY2438'S. NEAR SE CORNER OF MIDWAY MANOR CONVALESCENT CENTER
 SY2438'PROPERTY.  POINT IS 14.4 FT NNE CENTER OF FIRE HYDRANT---- 38 FT
 SY2438'WEST CENTERLINE OF PACIFIC HWY. SOUTH--- 11.1 FT NE OF SPIKE IN
 SY2438'UTILITY POLE AND 4.3 FT WSW OF SW CORNER OF CATCH-BASIN.
 SY2438'
 SY2438'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2438'
 SY2438'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SY2438'3 FT.
 SY2438'
 SY2438'DISKS STAMPED--FM-25.  1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2440 ***********************************************************************
 SY2440  DESIGNATION -  FM 26 K CO 1972
 SY2440  PID         -  SY2440
 SY2440  STATE/COUNTY-  WA/KING
 SY2440  USGS QUAD   -  DES MOINES (1995)
 SY2440
 SY2440                         *CURRENT SURVEY CONTROL
 SY2440  ___________________________________________________________________
 SY2440* NAD 83(1991)-  47 22 43.78778(N)    122 17 54.00921(W)     ADJUSTED  
 SY2440* NAVD 88     -       109.5    (meters)     359.     (feet)  VERTCON   
 SY2440  ___________________________________________________________________
 SY2440  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 SY2440  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 SY2440
 SY2440  HORZ ORDER  -  SECOND
 SY2440
 SY2440.The horizontal coordinates were established by classical geodetic methods
 SY2440.and adjusted by the National Geodetic Survey in December 1991..
 SY2440
 SY2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2440
 SY2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2440
 SY2440.The geoid height was determined by GEOID03.
 SY2440
 SY2440;                    North         East     Units Scale Factor Converg.
 SY2440;SPC WA N     -    43,172.398   389,371.705   MT  1.00002481   -1 05 26.6
 SY2440;SPC WA N     -   141,641.44  1,277,463.67   sFT  1.00002481   -1 05 26.6
 SY2440;UTM  10      - 5,247,502.162   552,966.091   MT  0.99963448   +0 30 58.8
 SY2440
 SY2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2440!SPC WA N     -   0.99998641  x   1.00002481  =   1.00001122
 SY2440!UTM  10      -   0.99998641  x   0.99963448  =   0.99962089
 SY2440
 SY2440:                Primary Azimuth Mark                     Grid Az
 SY2440:SPC WA N     -  FM 25 K CO 1972                          009 23 06.7
 SY2440:UTM  10      -  FM 25 K CO 1972                          007 46 41.3
 SY2440
 SY2440|---------------------------------------------------------------------|
 SY2440| PID    Reference Object                     Distance      Geod. Az  |
 SY2440|                                                           dddmmss.s |
 SY2440| SY2438 FM 25 K CO 1972                     APPROX. 0.6 KM 0081740.1 |
 SY2440|---------------------------------------------------------------------|
 SY2440
 SY2440                          SUPERSEDED SURVEY CONTROL
 SY2440
 SY2440  NAD 83(1986)-  47 22 43.78103(N)    122 17 54.01995(W) AD(       ) 2
 SY2440  NAD 27      -  47 22 44.42149(N)    122 17 49.57881(W) AD(       ) 2
 SY2440  NGVD 29 (07/19/86)  108.4    (m)          356.     (f) VERT ANG       
 SY2440
 SY2440.Superseded values are not recommended for survey control.
 SY2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2440.See file dsdata.txt to determine how the superseded data were derived.
 SY2440
 SY2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5296647502(NAD 83)
 SY2440_MARKER: Z = SEE DESCRIPTION
 SY2440_SETTING: 0 = UNSPECIFIED SETTING
 SY2440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2440
 SY2440  HISTORY     - Date     Condition        Report By
 SY2440  HISTORY     - 1972     MONUMENTED       WA-033
 SY2440
 SY2440                          STATION DESCRIPTION
 SY2440
 SY2440'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2440'APPROX. LOCATION--2 MILES SE OF DES MOINES
 SY2440'
 SY2440'STATION IS APPROX. 0.2 MILES NNE INTERSECTION S. 252ND ST. AND
 SY2440'PACIFIC HWY. SOUTH.  POINT IS BURIED IN GRAVEL SHOULDER 36.5
 SY2440'FT EAST CENTERLINE OF PACIFIC HWY. SOUTH.  POINT IS 32.6 FT
 SY2440'NNE OF NE CORNER OF CATCH-BASIN---18.3 FT NORTH OF RAILROAD
 SY2440'SPIKE IN BASE OF UTILITY POLE--- 101.0 FT WEST OF SW CORNER OF
 SY2440'MID-CITY MATERIALS BUILDING, AND 108 FT SW OF NW CORNER OF
 SY2440'BUILDING.
 SY2440'
 SY2440'SURFACE MONUMENT--SET KCS DISK IN CONCRETE MONUMENT DOWN 6 IN.
 SY2440'
 SY2440'SUB-SURFACE MONUMENT--SET KCS DISK IN CONCRETE MONUMENT DOWN
 SY2440'3.5 FT.
 SY2440'
 SY2440'MONUMENT STAMPED FM-26 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2415 ***********************************************************************
 SY2415  DESIGNATION -  FM 27 K CO 1972
 SY2415  PID         -  SY2415
 SY2415  STATE/COUNTY-  WA/KING
 SY2415  USGS QUAD   -  DES MOINES (1995)
 SY2415
 SY2415                         *CURRENT SURVEY CONTROL
 SY2415  ___________________________________________________________________
 SY2415* NAD 83(1991)-  47 22 49.36286(N)    122 17 10.25594(W)     ADJUSTED  
 SY2415* NAVD 88     -       137.8    (meters)     452.     (feet)  VERTCON   
 SY2415  ___________________________________________________________________
 SY2415  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 SY2415  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 SY2415
 SY2415  HORZ ORDER  -  SECOND
 SY2415
 SY2415.The horizontal coordinates were established by classical geodetic methods
 SY2415.and adjusted by the National Geodetic Survey in December 1991..
 SY2415
 SY2415.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2415
 SY2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2415
 SY2415.The geoid height was determined by GEOID03.
 SY2415
 SY2415;                    North         East     Units Scale Factor Converg.
 SY2415;SPC WA N     -    43,327.147   390,292.620   MT  1.00002446   -1 04 54.0
 SY2415;SPC WA N     -   142,149.15  1,280,485.04   sFT  1.00002446   -1 04 54.0
 SY2415;UTM  10      - 5,247,682.606   553,881.947   MT  0.99963568   +0 31 31.0
 SY2415
 SY2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2415!SPC WA N     -   0.99998198  x   1.00002446  =   1.00000643
 SY2415!UTM  10      -   0.99998198  x   0.99963568  =   0.99961766
 SY2415
 SY2415:                Primary Azimuth Mark                     Grid Az
 SY2415:SPC WA N     -  FM 28 K CO 1972                          182 38 24.7
 SY2415:UTM  10      -  FM 28 K CO 1972                          181 01 59.7
 SY2415
 SY2415|---------------------------------------------------------------------|
 SY2415| PID    Reference Object                     Distance      Geod. Az  |
 SY2415|                                                           dddmmss.s |
 SY2415| SY2578 FM 28 K CO 1972                     APPROX. 0.8 KM 1813330.7 |
 SY2415| SY2389 CHARLIE                             318.076 METERS 35931     |
 SY2415|---------------------------------------------------------------------|
 SY2415
 SY2415                          SUPERSEDED SURVEY CONTROL
 SY2415
 SY2415  NAD 83(1986)-  47 22 49.35606(N)    122 17 10.26661(W) AD(       ) 2
 SY2415  NAD 27      -  47 22 49.99614(N)    122 17 05.82576(W) AD(       ) 2
 SY2415  NGVD 29 (07/19/86)  136.7    (m)          448.     (f) VERT ANG       
 SY2415
 SY2415.Superseded values are not recommended for survey control.
 SY2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2415.See file dsdata.txt to determine how the superseded data were derived.
 SY2415
 SY2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5388247683(NAD 83)
 SY2415_MARKER: Z = SEE DESCRIPTION
 SY2415_SETTING: 0 = UNSPECIFIED SETTING
 SY2415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2415
 SY2415  HISTORY     - Date     Condition        Report By
 SY2415  HISTORY     - 1972     MONUMENTED       WA-033
 SY2415  HISTORY     - 1987     GOOD             USPSQD
 SY2415  HISTORY     - 20020519 GOOD             INDIV
 SY2415
 SY2415                          STATION DESCRIPTION
 SY2415
 SY2415'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2415'APPROX. LOCATION--2 MILES SE OF DES MOINES
 SY2415'
 SY2415'STATION IS LOCATED 81 FT NORTH AND 24 FT EAST INTERSECTION
 SY2415'OF S. 247TH ST. AND MILITARY ROAD.  POINT IS SET FLUSH WITH
 SY2415'BLACKTOP THAT FILLS PLANTER STRIP BETWEEN ROADWAY CURB AND
 SY2415'SIDEWALK.  POINT IS 1.0 FT WEST OF WEST EDGE CONCRETE WALK
 SY2415'AND 1.5 FT EAST OF EAST EDGE OF CONCRETE CURB.  POINT IS 49.4
 SY2415'FT ENE OF SPIKE IN TELEPHONE POLE--- 117.9 NE OF SPIKE IN
 SY2415'UTILITY POLE, AND 14.3 FT WEST OF WEST SIDE OF METAL SIGN
 SY2415'STANDARD.  STATION IS IN FRONT OF JOHNNYS I.G.A.
 SY2415'
 SY2415'SURFACE MONUMENT--SET KCS DISK FLUSH IN CONCRETE MONUMENT.
 SY2415'
 SY2415'SUB-SURFACE MONUMENT--SET AND BURIED 3 FT KCS DISK IN
 SY2415'CONCRETE MONUMENT.
 SY2415'
 SY2415'MONUMENT STAMPED FM-27 1972
 SY2415
 SY2415                          STATION RECOVERY (1987)
 SY2415
 SY2415'RECOVERY NOTE BY US POWER SQUADRON 1987 (RJS)
 SY2415'RECOVERED IN GOOD CONDITION.
 SY2415
 SY2415                          STATION RECOVERY (2002)
 SY2415
 SY2415'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DEW)
 SY2415'CHANGE IN DESCRIPTION.  JOHNY'S IGA IS NO LONGER IN THIS BUILDING.  IT
 SY2415'IS NOW SERVING AS A CHURCH.  THERE IS ALSO AN ESPRESSO STAND
 SY2415'APPROXIMATELY 15 FEET SOUTHWEST OF THIS STATION. MARKER TYPE IS A
 SY2415'BRASS COLORED DISC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2578 ***********************************************************************
 SY2578  DESIGNATION -  FM 28 K CO 1972
 SY2578  PID         -  SY2578
 SY2578  STATE/COUNTY-  WA/KING
 SY2578  USGS QUAD   -  POVERTY BAY (1994)
 SY2578
 SY2578                         *CURRENT SURVEY CONTROL
 SY2578  ___________________________________________________________________
 SY2578* NAD 83(1991)-  47 22 23.97154(N)    122 17 11.27293(W)     ADJUSTED  
 SY2578* NAVD 88     -       123.2    (meters)     404.     (feet)  VERTCON   
 SY2578  ___________________________________________________________________
 SY2578  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 SY2578  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 SY2578
 SY2578  HORZ ORDER  -  SECOND
 SY2578
 SY2578.The horizontal coordinates were established by classical geodetic methods
 SY2578.and adjusted by the National Geodetic Survey in December 1991..
 SY2578
 SY2578.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2578
 SY2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2578
 SY2578.The geoid height was determined by GEOID03.
 SY2578
 SY2578;                    North         East     Units Scale Factor Converg.
 SY2578;SPC WA N     -    42,543.514   390,256.484   MT  1.00002604   -1 04 54.8
 SY2578;SPC WA N     -   139,578.18  1,280,366.48   sFT  1.00002604   -1 04 54.8
 SY2578;UTM  10      - 5,246,898.573   553,867.806   MT  0.99963566   +0 31 30.1
 SY2578
 SY2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2578!SPC WA N     -   0.99998426  x   1.00002604  =   1.00001030
 SY2578!UTM  10      -   0.99998426  x   0.99963566  =   0.99961993
 SY2578
 SY2578:                Primary Azimuth Mark                     Grid Az
 SY2578:SPC WA N     -  CHARLIE                                  002 03 10.5
 SY2578:UTM  10      -  CHARLIE                                  000 26 45.6
 SY2578
 SY2578|---------------------------------------------------------------------|
 SY2578| PID    Reference Object                     Distance      Geod. Az  |
 SY2578|                                                           dddmmss.s |
 SY2578| SY2389 CHARLIE                             APPROX. 1.1 KM 0005815.7 |
 SY2578|---------------------------------------------------------------------|
 SY2578
 SY2578                          SUPERSEDED SURVEY CONTROL
 SY2578
 SY2578  NAD 83(1986)-  47 22 23.96474(N)    122 17 11.28374(W) AD(       ) 2
 SY2578  NAD 27      -  47 22 24.60476(N)    122 17 06.84325(W) AD(       ) 2
 SY2578  NGVD 29 (07/19/86)  122.1    (m)          401.     (f) VERT ANG       
 SY2578
 SY2578.Superseded values are not recommended for survey control.
 SY2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2578.See file dsdata.txt to determine how the superseded data were derived.
 SY2578
 SY2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5386846899(NAD 83)
 SY2578_MARKER: Z = SEE DESCRIPTION
 SY2578_SETTING: 0 = UNSPECIFIED SETTING
 SY2578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2578
 SY2578  HISTORY     - Date     Condition        Report By
 SY2578  HISTORY     - 1972     MONUMENTED       WA-033
 SY2578
 SY2578                          STATION DESCRIPTION
 SY2578
 SY2578'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2578'APPROX. LOCATION--2-1/2 MILES SE OF DES MOINES
 SY2578'
 SY2578'STATION IS 51 FT SOUTH AND 18 FT WEST OF INTERSECTION OF S. 254TH
 SY2578'PL. AND MILITARY RD.  POINT IS 8.7 FT SSE OF SO. END CONCRETE
 SY2578'CURB-- 56.5 FT NNE OF SPIKE IN UTILITY POLE, AND 64.9 FT SW OF
 SY2578'SPIKE IN (WOODEN) LIGHT POLE.  POINT IS BURIED IN DIRT ROADWAY
 SY2578'SHOULDER, SOUTH OF ENTRANCE TO HOMES IN (YORKSHIRE).
 SY2578'
 SY2578'SURFACE MONUMENT--SET AND BURIED KCS DISK IN CONCRETE MONUMENT
 SY2578'6 IN.
 SY2578'
 SY2578'SUB-SURFACE MONUMENT--BURIED KCS DISK IN CONCRETE MONUMENT
 SY2578'DOWN 3 FT.
 SY2578'
 SY2578'MONUMENT STAMPED FM-28 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2408 ***********************************************************************
 SY2408  DESIGNATION -  FM 29 K CO 1972
 SY2408  PID         -  SY2408
 SY2408  STATE/COUNTY-  WA/KING
 SY2408  USGS QUAD   -  DES MOINES (1995)
 SY2408
 SY2408                         *CURRENT SURVEY CONTROL
 SY2408  ___________________________________________________________________
 SY2408* NAD 83(1991)-  47 23 04.85183(N)    122 16 56.27392(W)     ADJUSTED  
 SY2408* NAVD 88     -       108.     (meters)     354.     (feet)  VERTCON   
 SY2408  ___________________________________________________________________
 SY2408  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 SY2408  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 SY2408
 SY2408  HORZ ORDER  -  SECOND
 SY2408
 SY2408.The horizontal coordinates were established by classical geodetic methods
 SY2408.and adjusted by the National Geodetic Survey in December 1991..
 SY2408
 SY2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2408
 SY2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2408
 SY2408.The geoid height was determined by GEOID03.
 SY2408
 SY2408;                    North         East     Units Scale Factor Converg.
 SY2408;SPC WA N     -    43,799.888   390,594.871   MT  1.00002351   -1 04 43.6
 SY2408;SPC WA N     -   143,700.13  1,281,476.67   sFT  1.00002351   -1 04 43.6
 SY2408;UTM  10      - 5,248,163.450   554,170.710   MT  0.99963606   +0 31 41.5
 SY2408
 SY2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2408!SPC WA N     -   0.99998663  x   1.00002351  =   1.00001014
 SY2408!UTM  10      -   0.99998663  x   0.99963606  =   0.99962270
 SY2408
 SY2408|---------------------------------------------------------------------|
 SY2408| PID    Reference Object                     Distance      Geod. Az  |
 SY2408|                                                           dddmmss.s |
 SY2408| SY2389 CHARLIE                             336.539 METERS 24134     |
 SY2408|---------------------------------------------------------------------|
 SY2408
 SY2408                          SUPERSEDED SURVEY CONTROL
 SY2408
 SY2408  NAD 83(1986)-  47 23 04.84499(N)    122 16 56.28449(W) AD(       ) 2
 SY2408  NAD 27      -  47 23 05.48507(N)    122 16 51.84372(W) AD(       ) 2
 SY2408  NGVD 29 (07/19/86)  107.     (m)          351.     (f) VERT ANG       
 SY2408
 SY2408.Superseded values are not recommended for survey control.
 SY2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2408.See file dsdata.txt to determine how the superseded data were derived.
 SY2408
 SY2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5417148163(NAD 83)
 SY2408_MARKER: Z = SEE DESCRIPTION
 SY2408_SETTING: 0 = UNSPECIFIED SETTING
 SY2408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2408
 SY2408  HISTORY     - Date     Condition        Report By
 SY2408  HISTORY     - 1972     MONUMENTED       WA-033
 SY2408
 SY2408                          STATION DESCRIPTION
 SY2408
 SY2408'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2408'APPROX. LOCATION--2 MILES SE OF KENT
 SY2408'
 SY2408'STATION IS IN GRASSY AREA 24 FT EAST AND 24 FT SOUTH
 SY2408'INTERSECTION 41ST AVE. S. AND S. 243RD PL.  STATION IS 127.7 FT
 SY2408'NNE OF FIRE HYDRANT--77.8 FT SOUTH OF SOUTH SIDE OF 12 IN
 SY2408'MADRONA TREE --- 5.0 FT SE OF SE CORNER OF CATCH-BASIN, AND
 SY2408'75.4 FT EAST OF SE CORNER OF FRAME HOUSE 24225.  STATION ALSO
 SY2408'IS 66.1 FT SE OF EAST END OF CONCRETE RETAINING WALL.
 SY2408'
 SY2408'SURFACE MONUMENT--SET KCS DISK IN CONCRETE MONUMENT FLUSH.
 SY2408'
 SY2408'SUB-SURFACE MONUMENT--SET AND BURIED KCS DISK IN CONCRETE
 SY2408'MONUMENT 3 FT.
 SY2408'
 SY2408'MONUMENT STAMPED FM-29 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2396 ***********************************************************************
 SY2396  DESIGNATION -  FM 30 K CO 1972
 SY2396  PID         -  SY2396
 SY2396  STATE/COUNTY-  WA/KING
 SY2396  USGS QUAD   -  DES MOINES (1995)
 SY2396
 SY2396                         *CURRENT SURVEY CONTROL
 SY2396  ___________________________________________________________________
 SY2396* NAD 83(1991)-  47 23 12.10817(N)    122 15 49.10389(W)     ADJUSTED  
 SY2396* NAVD 88     -        13.4    (meters)      44.     (feet)  VERTCON   
 SY2396  ___________________________________________________________________
 SY2396  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 SY2396  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 SY2396
 SY2396  HORZ ORDER  -  SECOND
 SY2396
 SY2396.The horizontal coordinates were established by classical geodetic methods
 SY2396.and adjusted by the National Geodetic Survey in December 1991..
 SY2396
 SY2396.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2396
 SY2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2396
 SY2396.The geoid height was determined by GEOID03.
 SY2396
 SY2396;                    North         East     Units Scale Factor Converg.
 SY2396;SPC WA N     -    43,997.597   392,007.684   MT  1.00002306   -1 03 53.6
 SY2396;SPC WA N     -   144,348.78  1,286,111.88   sFT  1.00002306   -1 03 53.6
 SY2396;UTM  10      - 5,248,400.607   555,576.880   MT  0.99963796   +0 32 30.9
 SY2396
 SY2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2396!SPC WA N     -   1.00000148  x   1.00002306  =   1.00002454
 SY2396!UTM  10      -   1.00000148  x   0.99963796  =   0.99963944
 SY2396
 SY2396:                Primary Azimuth Mark                     Grid Az
 SY2396:SPC WA N     -  FM 6 K CO 1968                           210 17 02.2
 SY2396:UTM  10      -  FM 6 K CO 1968                           208 40 37.7
 SY2396
 SY2396|---------------------------------------------------------------------|
 SY2396| PID    Reference Object                     Distance      Geod. Az  |
 SY2396|                                                           dddmmss.s |
 SY2396| SY2402 FM 6 K CO 1968                      APPROX. 1.5 KM 2091308.6 |
 SY2396|---------------------------------------------------------------------|
 SY2396
 SY2396                          SUPERSEDED SURVEY CONTROL
 SY2396
 SY2396  NAD 83(1986)-  47 23 12.10117(N)    122 15 49.11415(W) AD(       ) 2
 SY2396  NAD 27      -  47 23 12.74089(N)    122 15 44.67524(W) AD(       ) 2
 SY2396  NGVD 29 (07/19/86)   12.3    (m)           40.     (f) VERT ANG       
 SY2396
 SY2396.Superseded values are not recommended for survey control.
 SY2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2396.See file dsdata.txt to determine how the superseded data were derived.
 SY2396
 SY2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5557748401(NAD 83)
 SY2396_MARKER: Z = SEE DESCRIPTION
 SY2396_SETTING: 0 = UNSPECIFIED SETTING
 SY2396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2396
 SY2396  HISTORY     - Date     Condition        Report By
 SY2396  HISTORY     - 1972     MONUMENTED       WA-033
 SY2396
 SY2396                          STATION DESCRIPTION
 SY2396
 SY2396'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2396'APPROX. LOCATION--2 MILES W OF KENT
 SY2396'
 SY2396'POINT IS LOCATED AT WEST SIDE OF INTERSECTION OF THE RUSSELL ROAD
 SY2396'AND S. 240TH ST. (JAMES ST.) LOCATED AT THE TOP OF THE EAST
 SY2396'BANK OF THE GREEN RIVER, ON THE PROJECTED CENTERLINE OF SO. 240TH.
 SY2396'
 SY2396'POINT IS 54.7 FT NO. OF A POWER POLE SPIKE IN POLE UP 3 FT.
 SY2396'
 SY2396'POINT IS 7.6 FT NO. OF A REFERENCE POINT.
 SY2396'
 SY2396'POINT IS 12.0 FT W OF CENTERLINE OF RUSSELL ROAD.
 SY2396'
 SY2396'SURFACE MONUMENT--STAND. KCS DISK SET IN A CONCRETE MONUMENT
 SY2396'FLUSH WITH SURFACE.
 SY2396'
 SY2396'SUB-SURFACE MONUMENT--STAND. KCS DISK SET IN CONCRETE BURIED
 SY2396'3 FT BELOW SURFACE.
 SY2396'
 SY2396'MONUMENT STAMPED FM-30 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2252 ***********************************************************************
 SY2252  DESIGNATION -  FM 31 K CO 1972
 SY2252  PID         -  SY2252
 SY2252  STATE/COUNTY-  WA/KING
 SY2252  USGS QUAD   -  RENTON (1994)
 SY2252
 SY2252                         *CURRENT SURVEY CONTROL
 SY2252  ___________________________________________________________________
 SY2252* NAD 83(1991)-  47 23 11.63776(N)    122 14 19.68313(W)     ADJUSTED  
 SY2252* NAVD 88     -        11.5    (meters)      38.     (feet)  VERTCON   
 SY2252  ___________________________________________________________________
 SY2252  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 SY2252  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SY2252
 SY2252  HORZ ORDER  -  SECOND
 SY2252
 SY2252.The horizontal coordinates were established by classical geodetic methods
 SY2252.and adjusted by the National Geodetic Survey in December 1991..
 SY2252
 SY2252.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2252
 SY2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2252
 SY2252.The geoid height was determined by GEOID03.
 SY2252
 SY2252;                    North         East     Units Scale Factor Converg.
 SY2252;SPC WA N     -    43,948.517   393,882.633   MT  1.00002309   -1 02 47.0
 SY2252;SPC WA N     -   144,187.76  1,292,263.27   sFT  1.00002309   -1 02 47.0
 SY2252;UTM  10      - 5,248,404.117   557,451.748   MT  0.99964056   +0 33 36.8
 SY2252
 SY2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2252!SPC WA N     -   1.00000178  x   1.00002309  =   1.00002487
 SY2252!UTM  10      -   1.00000178  x   0.99964056  =   0.99964234
 SY2252
 SY2252:                Primary Azimuth Mark                     Grid Az
 SY2252:SPC WA N     -  FM 9 K CO 1970                           090 24 48.8
 SY2252:UTM  10      -  FM 9 K CO 1970                           088 48 25.0
 SY2252
 SY2252|---------------------------------------------------------------------|
 SY2252| PID    Reference Object                     Distance      Geod. Az  |
 SY2252|                                                           dddmmss.s |
 SY2252| SY2248 FM 9 K CO 1970                      422.494 METERS 0892201.8 |
 SY2252| SY2238 FN 17 K CO 1970                     APPROX. 1.5 KM 0893246.9 |
 SY2252| SY2153 TISDALL                             387.559 METERS 31718     |
 SY2252|---------------------------------------------------------------------|
 SY2252
 SY2252                          SUPERSEDED SURVEY CONTROL
 SY2252
 SY2252  NAD 83(1986)-  47 23 11.63055(N)    122 14 19.69349(W) AD(       ) 2
 SY2252  NAD 27      -  47 23 12.26974(N)    122 14 15.25672(W) AD(       ) 2
 SY2252  NGVD 29 (07/19/86)   10.4    (m)           34.     (f) VERT ANG       
 SY2252
 SY2252.Superseded values are not recommended for survey control.
 SY2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2252.See file dsdata.txt to determine how the superseded data were derived.
 SY2252
 SY2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5745248404(NAD 83)
 SY2252_MARKER: Z = SEE DESCRIPTION
 SY2252_SETTING: 0 = UNSPECIFIED SETTING
 SY2252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2252
 SY2252  HISTORY     - Date     Condition        Report By
 SY2252  HISTORY     - 1972     MONUMENTED       WA-033
 SY2252  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY2252
 SY2252                          STATION DESCRIPTION
 SY2252
 SY2252'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2252'POINT IS LOCATED NEAR THE INTERSECTION OF JAMES ST. (S 240TH),
 SY2252'AND FIFTH AVE. IN KENT.  POINT IS 31.0 FT SOUTH OF CENTERLINE
 SY2252'OF JAMES ST. AND 34.9 FT WEST OF CENTERLINE OF FIFTH
 SY2252'AVE.  POINT IS 65.7 FT SE OF A SPIKE IN A POWER POLE AND
 SY2252'94.3 FT SW OF THE CENTER OF A HYDRANT AND 16.4 FT NW OF A
 SY2252'CYCLONE FENCE CORNER POST.  FOR POINT OF REFERENCE THE MARK IS
 SY2252'LOCATED IN A GRASSY STRIP FLUSH WITH THE CURB LEVEL BETWEEN
 SY2252'THE SIDEWALK AND CURB.
 SY2252'
 SY2252'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2252'
 SY2252'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. BURIED 3 FT.
 SY2252'
 SY2252'DISKS STAMPED--FM-31.  1972
 SY2252
 SY2252                          STATION RECOVERY (1987)
 SY2252
 SY2252'RECOVERY NOTE BY US POWER SQUADRON 1987 (PCL)
 SY2252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2428 ***********************************************************************
 SY2428  DESIGNATION -  FM 32 K CO 1972
 SY2428  PID         -  SY2428
 SY2428  STATE/COUNTY-  WA/KING
 SY2428  USGS QUAD   -  DES MOINES (1995)
 SY2428
 SY2428                         *CURRENT SURVEY CONTROL
 SY2428  ___________________________________________________________________
 SY2428* NAD 83(1991)-  47 23 58.36940(N)    122 17 33.41314(W)     ADJUSTED  
 SY2428* NAVD 88     -       128.5    (meters)     422.     (feet)  VERTCON   
 SY2428  ___________________________________________________________________
 SY2428  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 SY2428  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SY2428
 SY2428  HORZ ORDER  -  SECOND
 SY2428
 SY2428.The horizontal coordinates were established by classical geodetic methods
 SY2428.and adjusted by the National Geodetic Survey in December 1991..
 SY2428
 SY2428.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2428
 SY2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2428
 SY2428.The geoid height was determined by GEOID03.
 SY2428
 SY2428;                    North         East     Units Scale Factor Converg.
 SY2428;SPC WA N     -    45,467.124   389,847.353   MT  1.00002025   -1 05 11.3
 SY2428;SPC WA N     -   149,170.06  1,279,024.19   sFT  1.00002025   -1 05 11.3
 SY2428;UTM  10      - 5,249,808.431   553,377.035   MT  0.99963501   +0 31 14.6
 SY2428
 SY2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2428!SPC WA N     -   0.99998344  x   1.00002025  =   1.00000369
 SY2428!UTM  10      -   0.99998344  x   0.99963501  =   0.99961846
 SY2428
 SY2428:                Primary Azimuth Mark                     Grid Az
 SY2428:SPC WA N     -  KING COUNTY WATER DISTRICT 75 SMALL TAN  355 57 46.2
 SY2428:UTM  10      -  KING COUNTY WATER DISTRICT 75 SMALL TAN  354 21 20.3
 SY2428
 SY2428|---------------------------------------------------------------------|
 SY2428| PID    Reference Object                     Distance      Geod. Az  |
 SY2428|                                                           dddmmss.s |
 SY2428| SY2365 KING COUNTY WATER DISTRICT 75 SMALL APPROX. 1.1 KM 3545234.9 |
 SY2428|---------------------------------------------------------------------|
 SY2428
 SY2428                          SUPERSEDED SURVEY CONTROL
 SY2428
 SY2428  NAD 83(1986)-  47 23 58.36263(N)    122 17 33.42351(W) AD(       ) 2
 SY2428  NAD 27      -  47 23 59.00414(N)    122 17 28.98128(W) AD(       ) 2
 SY2428  NGVD 29 (07/19/86)  127.4    (m)          418.     (f) VERT ANG       
 SY2428
 SY2428.Superseded values are not recommended for survey control.
 SY2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2428.See file dsdata.txt to determine how the superseded data were derived.
 SY2428
 SY2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5337749808(NAD 83)
 SY2428_MARKER: Z = SEE DESCRIPTION
 SY2428_SETTING: 0 = UNSPECIFIED SETTING
 SY2428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2428
 SY2428  HISTORY     - Date     Condition        Report By
 SY2428  HISTORY     - 1972     MONUMENTED       WA-033
 SY2428
 SY2428                          STATION DESCRIPTION
 SY2428
 SY2428'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2428'APPROX. LOCATION--1 MILE E OF DES MOINES
 SY2428'
 SY2428'POINT IS LOCATED 60.9 FT WEST OF THE WEST EDGE OF PAVEMENT OF
 SY2428'INTERSTATE 5 AND ABOUT 0.3 MILES SOUTH OF THE SO. 216TH ST. BRIDGE,
 SY2428'CROSSING THE FREEWAY, AND 0.2 MILES NORTH OF THE
 SY2428'KENT-DES MOINES EXIT.  POINT IS 300 FT + OR - SOUTH OF THE DES
 SY2428'MOINES-KENT EXIT SIGN.  POINT IS 45.3 FT NW OF A SPIKE IN THE
 SY2428'W. SIDE OF AN 18 IN HEMLOCK TREE.  POINT IS ALSO 41 FT EAST OF
 SY2428'FREEWAY CYCLONE FENCE.
 SY2428'
 SY2428'SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT
 SY2428'FLUSH WITH SURFACE.
 SY2428'
 SY2428'SUB-SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE BURIED
 SY2428'3 FT BELOW SURFACE.
 SY2428'
 SY2428'MONUMENT STAMPED FM-32 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2422 ***********************************************************************
 SY2422  DESIGNATION -  FM 33 K CO 1972
 SY2422  PID         -  SY2422
 SY2422  STATE/COUNTY-  WA/KING
 SY2422  USGS QUAD   -  DES MOINES (1995)
 SY2422
 SY2422                         *CURRENT SURVEY CONTROL
 SY2422  ___________________________________________________________________
 SY2422* NAD 83(1991)-  47 23 35.99648(N)    122 17 26.67171(W)     ADJUSTED  
 SY2422* NAVD 88     -       116.5    (meters)     382.     (feet)  VERTCON   
 SY2422  ___________________________________________________________________
 SY2422  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 SY2422  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SY2422
 SY2422  HORZ ORDER  -  SECOND
 SY2422
 SY2422.The horizontal coordinates were established by classical geodetic methods
 SY2422.and adjusted by the National Geodetic Survey in December 1991..
 SY2422
 SY2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2422
 SY2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2422
 SY2422.The geoid height was determined by GEOID03.
 SY2422
 SY2422;                    North         East     Units Scale Factor Converg.
 SY2422;SPC WA N     -    44,773.614   389,975.605   MT  1.00002160   -1 05 06.3
 SY2422;SPC WA N     -   146,894.77  1,279,444.96   sFT  1.00002160   -1 05 06.3
 SY2422;UTM  10      - 5,249,119.056   553,524.630   MT  0.99963521   +0 31 19.3
 SY2422
 SY2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2422!SPC WA N     -   0.99998532  x   1.00002160  =   1.00000692
 SY2422!UTM  10      -   0.99998532  x   0.99963521  =   0.99962053
 SY2422
 SY2422:                Primary Azimuth Mark                     Grid Az
 SY2422:SPC WA N     -  CHARLIE                                  164 08 59.9
 SY2422:UTM  10      -  CHARLIE                                  162 32 34.3
 SY2422
 SY2422|---------------------------------------------------------------------|
 SY2422| PID    Reference Object                     Distance      Geod. Az  |
 SY2422|                                                           dddmmss.s |
 SY2422| SY2389 CHARLIE                             APPROX. 1.2 KM 1630353.6 |
 SY2422|---------------------------------------------------------------------|
 SY2422
 SY2422                          SUPERSEDED SURVEY CONTROL
 SY2422
 SY2422  NAD 83(1986)-  47 23 35.98972(N)    122 17 26.68219(W) AD(       ) 2
 SY2422  NAD 27      -  47 23 36.63096(N)    122 17 22.24039(W) AD(       ) 2
 SY2422  NGVD 29 (07/19/86)  115.4    (m)          379.     (f) VERT ANG       
 SY2422
 SY2422.Superseded values are not recommended for survey control.
 SY2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2422.See file dsdata.txt to determine how the superseded data were derived.
 SY2422
 SY2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5352549119(NAD 83)
 SY2422_MARKER: Z = SEE DESCRIPTION
 SY2422_SETTING: 0 = UNSPECIFIED SETTING
 SY2422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2422
 SY2422  HISTORY     - Date     Condition        Report By
 SY2422  HISTORY     - 1972     MONUMENTED       WA-033
 SY2422
 SY2422                          STATION DESCRIPTION
 SY2422
 SY2422'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2422'APPROX. LOCATION--1-1/2 MILES SE OF DES MOINES
 SY2422'
 SY2422'POINT IS LOCATED 28.4 FT EAST OF EAST EDGE OF PAVEMENT OF
 SY2422'INTERSTATE 5, AT THE KENT-DES MOINES EXIT.  POINT IS LOCATED IN
 SY2422'THE TRIANGULAR AREA FORMED BY THE ON AND OFF RAMPS.  POINT IS
 SY2422'23.4 FT NE OF THE FACE OF A METAL LIGHT STANDARD AND 114.6
 SY2422'FT NW OF THE FACE OF ANOTHER METAL LIGHT STANDARD MARKED
 SY2422'1332 OVER 20.
 SY2422'
 SY2422'SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE DISC SET
 SY2422'FLUSH WITH SURFACE.
 SY2422'
 SY2422'SUB-SURFACE MONUMENT--STAND KCS DISC SET IN CONCRETE BURIED 3
 SY2422'FT BELOW SURFACE.
 SY2422'
 SY2422'MONUMENT STAMPED FM-33 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2432 ***********************************************************************
 SY2432  DESIGNATION -  FM 34 K CO 1973
 SY2432  PID         -  SY2432
 SY2432  STATE/COUNTY-  WA/KING
 SY2432  USGS QUAD   -  DES MOINES (1995)
 SY2432
 SY2432                         *CURRENT SURVEY CONTROL
 SY2432  ___________________________________________________________________
 SY2432* NAD 83(1991)-  47 24 55.79168(N)    122 17 42.20182(W)     ADJUSTED  
 SY2432* NAVD 88     -       102.9    (meters)     338.     (feet)  VERTCON   
 SY2432  ___________________________________________________________________
 SY2432  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 SY2432  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 SY2432
 SY2432  HORZ ORDER  -  SECOND
 SY2432
 SY2432.The horizontal coordinates were established by classical geodetic methods
 SY2432.and adjusted by the National Geodetic Survey in December 1991..
 SY2432
 SY2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2432
 SY2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2432
 SY2432.The geoid height was determined by GEOID03.
 SY2432
 SY2432;                    North         East     Units Scale Factor Converg.
 SY2432;SPC WA N     -    47,243.707   389,696.778   MT  1.00001683   -1 05 17.8
 SY2432;SPC WA N     -   154,998.73  1,278,530.18   sFT  1.00001683   -1 05 17.8
 SY2432;UTM  10      - 5,251,579.411   553,176.766   MT  0.99963475   +0 31 08.6
 SY2432
 SY2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2432!SPC WA N     -   0.99998746  x   1.00001683  =   1.00000429
 SY2432!UTM  10      -   0.99998746  x   0.99963475  =   0.99962221
 SY2432
 SY2432|---------------------------------------------------------------------|
 SY2432| PID    Reference Object                     Distance      Geod. Az  |
 SY2432|                                                           dddmmss.s |
 SY2432| SY2425 SEC COR 4 3 9 10                    238.809 METERS 09124     |
 SY2432| SY2421 FM 18 K CO 1972                     348.265 METERS 09427     |
 SY2432| SY2441 FM 35 K CO 1973                     320.110 METERS 27023     |
 SY2432|---------------------------------------------------------------------|
 SY2432
 SY2432                          SUPERSEDED SURVEY CONTROL
 SY2432
 SY2432  NAD 83(1986)-  47 24 55.78495(N)    122 17 42.21194(W) AD(       ) 2
 SY2432  NAD 27      -  47 24 56.42688(N)    122 17 37.76853(W) AD(       ) 2
 SY2432  NGVD 29 (07/19/86)  101.8    (m)          334.     (f) VERT ANG       
 SY2432
 SY2432.Superseded values are not recommended for survey control.
 SY2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2432.See file dsdata.txt to determine how the superseded data were derived.
 SY2432
 SY2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5317751579(NAD 83)
 SY2432_MARKER: Z = SEE DESCRIPTION
 SY2432_SETTING: 0 = UNSPECIFIED SETTING
 SY2432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2432
 SY2432  HISTORY     - Date     Condition        Report By
 SY2432  HISTORY     - 1973     MONUMENTED       WA-033
 SY2432
 SY2432                          STATION DESCRIPTION
 SY2432
 SY2432'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2432'POINT IS LOCATED ON S 208TH ST., 11 FT NORTH OF CENTERLINE AND
 SY2432'0.1 MILE EAST OF PACIFIC HWY S.  POINT IS 75.5 FT NE OF THE NW
 SY2432'WOOD CORNER OF A 4-PLEX 2919-2925.  POINT IS 82.0 FT NW OF
 SY2432'THE NE WOOD CORNER OF SAME APARTMENTS.
 SY2432'
 SY2432'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED 6 IN.
 SY2432'
 SY2432'SUB-SURFACE MONUMENT--NONE
 SY2432'
 SY2432'DISK STAMPED--FM-34.  1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2441 ***********************************************************************
 SY2441  DESIGNATION -  FM 35 K CO 1973
 SY2441  PID         -  SY2441
 SY2441  STATE/COUNTY-  WA/KING
 SY2441  USGS QUAD   -  DES MOINES (1995)
 SY2441
 SY2441                         *CURRENT SURVEY CONTROL
 SY2441  ___________________________________________________________________
 SY2441* NAD 83(1991)-  47 24 55.86106(N)    122 17 57.47221(W)     ADJUSTED  
 SY2441* NAVD 88     -       104.1    (meters)     342.     (feet)  VERTCON   
 SY2441  ___________________________________________________________________
 SY2441  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 SY2441  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY2441
 SY2441  HORZ ORDER  -  SECOND
 SY2441
 SY2441.The horizontal coordinates were established by classical geodetic methods
 SY2441.and adjusted by the National Geodetic Survey in December 1991..
 SY2441
 SY2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2441
 SY2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2441
 SY2441.The geoid height was determined by GEOID03.
 SY2441
 SY2441;                    North         East     Units Scale Factor Converg.
 SY2441;SPC WA N     -    47,251.938   389,376.768   MT  1.00001683   -1 05 29.2
 SY2441;SPC WA N     -   155,025.73  1,277,480.28   sFT  1.00001683   -1 05 29.2
 SY2441;UTM  10      - 5,251,578.663   552,856.774   MT  0.99963433   +0 30 57.3
 SY2441
 SY2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2441!SPC WA N     -   0.99998727  x   1.00001683  =   1.00000410
 SY2441!UTM  10      -   0.99998727  x   0.99963433  =   0.99962160
 SY2441
 SY2441|---------------------------------------------------------------------|
 SY2441| PID    Reference Object                     Distance      Geod. Az  |
 SY2441|                                                           dddmmss.s |
 SY2441| SY2432 FM 34 K CO 1973                     320.110 METERS 09023     |
 SY2441| SY2425 SEC COR 4 3 9 10                    APPROX. 0.6 KM 0904857.7 |
 SY2441| SY2444 SN 1 4 COR SEC 4 9                  241.000 METERS 26923     |
 SY2441|---------------------------------------------------------------------|
 SY2441
 SY2441                          SUPERSEDED SURVEY CONTROL
 SY2441
 SY2441  NAD 83(1986)-  47 24 55.85437(N)    122 17 57.48233(W) AD(       ) 2
 SY2441  NAD 27      -  47 24 56.49644(N)    122 17 53.03842(W) AD(       ) 2
 SY2441  NGVD 29 (07/19/86)  103.0    (m)          338.     (f) VERT ANG       
 SY2441
 SY2441.Superseded values are not recommended for survey control.
 SY2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2441.See file dsdata.txt to determine how the superseded data were derived.
 SY2441
 SY2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5285751579(NAD 83)
 SY2441_MARKER: Z = SEE DESCRIPTION
 SY2441_SETTING: 0 = UNSPECIFIED SETTING
 SY2441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2441
 SY2441  HISTORY     - Date     Condition        Report By
 SY2441  HISTORY     - 1973     MONUMENTED       WA-033
 SY2441
 SY2441                          STATION DESCRIPTION
 SY2441
 SY2441'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2441'POINT IS LOCATED ON S 208TH ST., 12.5 FT NORTH OF CENTERLINE AND
 SY2441'0.1 MILE WEST OF PACIFIC HWY. S.  POINT IS 34 FT WEST OF
 SY2441'CENTERLINE OF A CONC. DRIVEWAY PAD AND 62.5 FT SW OF THE SE
 SY2441'CORNER OF A HOUSE 2612 AND 21.6 FT SE OF THE FACE OF A 24
 SY2441'IN TWIN MADRONA TREE AND 98.2 FT ESE OF THE CENTER BOLT OF A
 SY2441'HYDRANT.
 SY2441'
 SY2441'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED 6 IN.
 SY2441'
 SY2441'SUB-SURFACE MONUMENT--NONE
 SY2441'
 SY2441'DISK STAMPED--FM-35.  1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2443 ***********************************************************************
 SY2443  DESIGNATION -  FM 36 K CO 1973
 SY2443  PID         -  SY2443
 SY2443  STATE/COUNTY-  WA/KING
 SY2443  USGS QUAD   -  DES MOINES (1995)
 SY2443
 SY2443                         *CURRENT SURVEY CONTROL
 SY2443  ___________________________________________________________________
 SY2443* NAD 83(1991)-  47 24 49.27147(N)    122 18 08.79470(W)     ADJUSTED  
 SY2443* NAVD 88     -       103.3    (meters)     339.     (feet)  VERTCON   
 SY2443  ___________________________________________________________________
 SY2443  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 SY2443  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY2443
 SY2443  HORZ ORDER  -  SECOND
 SY2443
 SY2443.The horizontal coordinates were established by classical geodetic methods
 SY2443.and adjusted by the National Geodetic Survey in December 1991..
 SY2443
 SY2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2443
 SY2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2443
 SY2443.The geoid height was determined by GEOID03.
 SY2443
 SY2443;                    North         East     Units Scale Factor Converg.
 SY2443;SPC WA N     -    47,052.991   389,135.577   MT  1.00001722   -1 05 37.6
 SY2443;SPC WA N     -   154,373.02  1,276,688.97   sFT  1.00001722   -1 05 37.6
 SY2443;UTM  10      - 5,251,373.107   552,621.348   MT  0.99963403   +0 30 48.9
 SY2443
 SY2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2443!SPC WA N     -   0.99998739  x   1.00001722  =   1.00000461
 SY2443!UTM  10      -   0.99998739  x   0.99963403  =   0.99962143
 SY2443
 SY2443                          SUPERSEDED SURVEY CONTROL
 SY2443
 SY2443  NAD 83(1986)-  47 24 49.26478(N)    122 18 08.80487(W) AD(       ) 2
 SY2443  NAD 27      -  47 24 49.90722(N)    122 18 04.36101(W) AD(       ) 2
 SY2443  NGVD 29 (07/19/86)  102.2    (m)          335.     (f) VERT ANG       
 SY2443
 SY2443.Superseded values are not recommended for survey control.
 SY2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2443.See file dsdata.txt to determine how the superseded data were derived.
 SY2443
 SY2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5262151373(NAD 83)
 SY2443
 SY2443  HISTORY     - Date     Condition        Report By
 SY2443  HISTORY     - 1973     MONUMENTED       WA-033
 SY2443
 SY2443                          STATION DESCRIPTION
 SY2443
 SY2443'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2443'POINT IS LOCATED AT INTERSECTION OF S 210TH ST. AND 24TH
 SY2443'AVE. S.  POINT IS ON THE E SHOULDER OF 24TH AVE. S 12 FT E OF
 SY2443'CENTERLINE AND ON PROJECTED CENTERLINE OF S 210TH ST.
 SY2443'
 SY2443'POINT IS 30.6 FT S OF CENTER BOLT OF FIRE HYDRANT AND 113.8
 SY2443'FT NE OF THE NE CORNER OF HOUSE 21007.  POINT IS 39.0 FT
 SY2443'ENE OF THE SW CORNER OF A CATCH BASIN.
 SY2443'
 SY2443'SURFACE MONUMENT--STAND. K.C.S. SET IN CONC. - BURIED 6 IN.
 SY2443'
 SY2443'SUB-SURFACE MONUMENT--NONE
 SY2443'
 SY2443'DISK STAMPED--FM-36.  1973
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2436 ***********************************************************************
 SY2436  DESIGNATION -  FM 37 K CO 1973
 SY2436  PID         -  SY2436
 SY2436  STATE/COUNTY-  WA/KING
 SY2436  USGS QUAD   -  DES MOINES (1995)
 SY2436
 SY2436                         *CURRENT SURVEY CONTROL
 SY2436  ___________________________________________________________________
 SY2436* NAD 83(1991)-  47 23 18.60197(N)    122 17 45.98638(W)     ADJUSTED  
 SY2436* NAVD 88     -       125.6    (meters)     412.     (feet)  VERTCON   
 SY2436  ___________________________________________________________________
 SY2436  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 SY2436  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 SY2436
 SY2436  HORZ ORDER  -  SECOND
 SY2436
 SY2436.The horizontal coordinates were established by classical geodetic methods
 SY2436.and adjusted by the National Geodetic Survey in December 1991..
 SY2436
 SY2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2436
 SY2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2436
 SY2436.The geoid height was determined by GEOID03.
 SY2436
 SY2436;                    North         East     Units Scale Factor Converg.
 SY2436;SPC WA N     -    44,244.190   389,560.408   MT  1.00002266   -1 05 20.6
 SY2436;SPC WA N     -   145,157.81  1,278,082.77   sFT  1.00002266   -1 05 20.6
 SY2436;UTM  10      - 5,248,578.406   553,124.599   MT  0.99963468   +0 31 05.0
 SY2436
 SY2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2436!SPC WA N     -   0.99998389  x   1.00002266  =   1.00000655
 SY2436!UTM  10      -   0.99998389  x   0.99963468  =   0.99961858
 SY2436
 SY2436|---------------------------------------------------------------------|
 SY2436| PID    Reference Object                     Distance      Geod. Az  |
 SY2436|                                                           dddmmss.s |
 SY2436| SY2435 FM 38 K CO 1973                     159.412 METERS 01801     |
 SY2436| SY2437 FM 24 K CO 1972                     228.918 METERS 18322     |
 SY2436| SY2440 FM 26 K CO 1972                     APPROX. 1.1 KM 1885346.6 |
 SY2436|---------------------------------------------------------------------|
 SY2436
 SY2436                          SUPERSEDED SURVEY CONTROL
 SY2436
 SY2436  NAD 83(1986)-  47 23 18.59523(N)    122 17 45.99696(W) AD(       ) 2
 SY2436  NAD 27      -  47 23 19.23591(N)    122 17 41.55563(W) AD(       ) 2
 SY2436  NGVD 29 (07/19/86)  124.5    (m)          408.     (f) VERT ANG       
 SY2436
 SY2436.Superseded values are not recommended for survey control.
 SY2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2436.See file dsdata.txt to determine how the superseded data were derived.
 SY2436
 SY2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5312548578(NAD 83)
 SY2436_MARKER: Z = SEE DESCRIPTION
 SY2436_SETTING: 0 = UNSPECIFIED SETTING
 SY2436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2436
 SY2436  HISTORY     - Date     Condition        Report By
 SY2436  HISTORY     - 1973     MONUMENTED       WA-033
 SY2436  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY2436
 SY2436                          STATION DESCRIPTION
 SY2436
 SY2436'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2436'POINT IS LOCATED ON PACIFIC HWY. S, APPROX. 35 FT WEST OF
 SY2436'CENTERLINE AND ABOUT 0.1 MILE NORTH OF S 240TH ST.  POINT IS
 SY2436'LOCATED IN FRONT OF THE SOUTH END OF MUTUAL MORTGAGE ESCROW
 SY2436'BLDG.  POINT IS 10.3 FT EAST OF A SPIKE IN A POWER POLE AND
 SY2436'74.6 FT SOUTH OF THE CENTER BOLT OF A FIRE HYDRANT AND 30.7
 SY2436'FT ESE OF THE SE CORNER OF M. M. ESCROW (MEASURED TO THE ACTUAL
 SY2436'CORNER OF THE BUILDING ITSELF.
 SY2436'
 SY2436'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED 6 IN.
 SY2436'
 SY2436'SUB-SURFACE MONUMENT--NONE
 SY2436'
 SY2436'DISK STAMPED--FM-37.  1973
 SY2436
 SY2436                          STATION RECOVERY (1987)
 SY2436
 SY2436'RECOVERY NOTE BY US POWER SQUADRON 1987 (LJK)
 SY2436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2435 ***********************************************************************
 SY2435  DESIGNATION -  FM 38 K CO 1973
 SY2435  PID         -  SY2435
 SY2435  STATE/COUNTY-  WA/KING
 SY2435  USGS QUAD   -  DES MOINES (1995)
 SY2435
 SY2435                         *CURRENT SURVEY CONTROL
 SY2435  ___________________________________________________________________
 SY2435* NAD 83(1991)-  47 23 23.51075(N)    122 17 43.63572(W)     ADJUSTED  
 SY2435* NAVD 88     -       124.9    (meters)     410.     (feet)  VERTCON   
 SY2435  ___________________________________________________________________
 SY2435  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 SY2435  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 SY2435
 SY2435  HORZ ORDER  -  SECOND
 SY2435
 SY2435.The horizontal coordinates were established by classical geodetic methods
 SY2435.and adjusted by the National Geodetic Survey in December 1991..
 SY2435
 SY2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2435
 SY2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2435
 SY2435.The geoid height was determined by GEOID03.
 SY2435
 SY2435;                    North         East     Units Scale Factor Converg.
 SY2435;SPC WA N     -    44,394.827   389,612.581   MT  1.00002236   -1 05 18.9
 SY2435;SPC WA N     -   145,652.03  1,278,253.94   sFT  1.00002236   -1 05 18.9
 SY2435;UTM  10      - 5,248,730.387   553,172.508   MT  0.99963475   +0 31 06.8
 SY2435
 SY2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2435!SPC WA N     -   0.99998400  x   1.00002236  =   1.00000636
 SY2435!UTM  10      -   0.99998400  x   0.99963475  =   0.99961876
 SY2435
 SY2435                          SUPERSEDED SURVEY CONTROL
 SY2435
 SY2435  NAD 83(1986)-  47 23 23.50405(N)    122 17 43.64626(W) AD(       ) 2
 SY2435  NAD 27      -  47 23 24.14480(N)    122 17 39.20496(W) AD(       ) 2
 SY2435  NGVD 29 (07/19/86)  123.8    (m)          406.     (f) VERT ANG       
 SY2435
 SY2435.Superseded values are not recommended for survey control.
 SY2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2435.See file dsdata.txt to determine how the superseded data were derived.
 SY2435
 SY2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5317348730(NAD 83)
 SY2435_MARKER: Z = SEE DESCRIPTION
 SY2435_SETTING: 0 = UNSPECIFIED SETTING
 SY2435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2435
 SY2435  HISTORY     - Date     Condition        Report By
 SY2435  HISTORY     - 1973     MONUMENTED       WA-033
 SY2435  HISTORY     - 1987     GOOD             USPSQD
 SY2435
 SY2435                          STATION DESCRIPTION
 SY2435
 SY2435'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2435'POINT IS LOCATED ON PACIFIC HWY. SOUTH, 36 FT + OR - EAST OF
 SY2435'CENTERLINE AND 0.2 MILE SOUTH OF THE KENT-DES MOINES ROAD.  POINT
 SY2435'IS NEAR THE NORTH EDGE OF A TEXACO GAS STATION LOT.  POINT IS
 SY2435'5.6 FT SSE OF A SPIKE IN A POWER POLE AND 4.8 FT WEST OF THE
 SY2435'SW CORNER OF A CONCRETE PAD (TELEPHONE BOOTH) AND 80.6 FT NW
 SY2435'OF THE NW CORNER OF THE GAS STATION.
 SY2435'
 SY2435'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2435'
 SY2435'SUB-SURFACE MONUMENT--NONE
 SY2435'
 SY2435'DISK STAMPED--FM-38.  1973
 SY2435
 SY2435                          STATION RECOVERY (1987)
 SY2435
 SY2435'RECOVERY NOTE BY US POWER SQUADRON 1987 (LJK)
 SY2435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2434 ***********************************************************************
 SY2434  DESIGNATION -  FM 39 K CO 1973
 SY2434  PID         -  SY2434
 SY2434  STATE/COUNTY-  WA/KING
 SY2434  USGS QUAD   -  DES MOINES (1995)
 SY2434
 SY2434                         *CURRENT SURVEY CONTROL
 SY2434  ___________________________________________________________________
 SY2434* NAD 83(1991)-  47 23 30.18962(N)    122 17 43.23422(W)     ADJUSTED  
 SY2434* NAVD 88     -       119.3    (meters)     391.     (feet)  VERTCON   
 SY2434  ___________________________________________________________________
 SY2434  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 SY2434  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SY2434
 SY2434  HORZ ORDER  -  SECOND
 SY2434
 SY2434.The horizontal coordinates were established by classical geodetic methods
 SY2434.and adjusted by the National Geodetic Survey in December 1991..
 SY2434
 SY2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2434
 SY2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2434
 SY2434.The geoid height was determined by GEOID03.
 SY2434
 SY2434;                    North         East     Units Scale Factor Converg.
 SY2434;SPC WA N     -    44,600.897   389,624.918   MT  1.00002196   -1 05 18.6
 SY2434;SPC WA N     -   146,328.11  1,278,294.42   sFT  1.00002196   -1 05 18.6
 SY2434;UTM  10      - 5,248,936.643   553,179.059   MT  0.99963475   +0 31 07.1
 SY2434
 SY2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2434!SPC WA N     -   0.99998488  x   1.00002196  =   1.00000684
 SY2434!UTM  10      -   0.99998488  x   0.99963475  =   0.99961963
 SY2434
 SY2434                          SUPERSEDED SURVEY CONTROL
 SY2434
 SY2434  NAD 83(1986)-  47 23 30.18299(N)    122 17 43.24471(W) AD(       ) 2
 SY2434  NAD 27      -  47 23 30.82382(N)    122 17 38.80347(W) AD(       ) 2
 SY2434  NGVD 29 (07/19/86)  118.2    (m)          388.     (f) VERT ANG       
 SY2434
 SY2434.Superseded values are not recommended for survey control.
 SY2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2434.See file dsdata.txt to determine how the superseded data were derived.
 SY2434
 SY2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5317948937(NAD 83)
 SY2434_MARKER: Z = SEE DESCRIPTION
 SY2434_SETTING: 0 = UNSPECIFIED SETTING
 SY2434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2434
 SY2434  HISTORY     - Date     Condition        Report By
 SY2434  HISTORY     - 1973     MONUMENTED       WA-033
 SY2434  HISTORY     - 1987     POOR             USPSQD
 SY2434
 SY2434                          STATION DESCRIPTION
 SY2434
 SY2434'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2434'POINT IS ON PACIFIC HWY S, 40 FT + OR - WEST OF CENTERLINE AND
 SY2434'ABOUT 0.1 MILE SOUTH OF THE KENT-DES MOINES RD.  POINT IS IN FRONT
 SY2434'OF THE NORTH END OF THE NATIONAL AUTO PARTS STORE.  POINT IS 52.0
 SY2434'FT NE OF THE SE CORNER OF THE AUTO PARTS STORE AND 4.0 FT EAST OF
 SY2434'THE FACE OF A POWER POLE AND 31.6 FT SE OF THE SE CORNER OF
 SY2434'MASTERS T.V. STORE.
 SY2434'
 SY2434'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2434'
 SY2434'SUB-SURFACE MONUMENT--NONE
 SY2434'
 SY2434'DISK STAMPED--FM-39.  1973
 SY2434
 SY2434                          STATION RECOVERY (1987)
 SY2434
 SY2434'RECOVERY NOTE BY US POWER SQUADRON 1987 (LJK)
 SY2434'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2430 ***********************************************************************
 SY2430  DESIGNATION -  FM 40 K CO 1973
 SY2430  PID         -  SY2430
 SY2430  STATE/COUNTY-  WA/KING
 SY2430  USGS QUAD   -  DES MOINES (1995)
 SY2430
 SY2430                         *CURRENT SURVEY CONTROL
 SY2430  ___________________________________________________________________
 SY2430* NAD 83(1991)-  47 23 31.58845(N)    122 17 35.62455(W)     ADJUSTED  
 SY2430* NAVD 88     -       120.9    (meters)     397.     (feet)  VERTCON   
 SY2430  ___________________________________________________________________
 SY2430  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 SY2430  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SY2430
 SY2430  HORZ ORDER  -  SECOND
 SY2430
 SY2430.The horizontal coordinates were established by classical geodetic methods
 SY2430.and adjusted by the National Geodetic Survey in December 1991..
 SY2430
 SY2430.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2430
 SY2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2430
 SY2430.The geoid height was determined by GEOID03.
 SY2430
 SY2430;                    North         East     Units Scale Factor Converg.
 SY2430;SPC WA N     -    44,641.061   389,785.301   MT  1.00002187   -1 05 12.9
 SY2430;SPC WA N     -   146,459.88  1,278,820.61   sFT  1.00002187   -1 05 12.9
 SY2430;UTM  10      - 5,248,981.271   553,338.190   MT  0.99963496   +0 31 12.7
 SY2430
 SY2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2430!SPC WA N     -   0.99998463  x   1.00002187  =   1.00000650
 SY2430!UTM  10      -   0.99998463  x   0.99963496  =   0.99961959
 SY2430
 SY2430                          SUPERSEDED SURVEY CONTROL
 SY2430
 SY2430  NAD 83(1986)-  47 23 31.58170(N)    122 17 35.63507(W) AD(       ) 2
 SY2430  NAD 27      -  47 23 32.22270(N)    122 17 31.19349(W) AD(       ) 2
 SY2430  NGVD 29 (07/19/86)  119.8    (m)          393.     (f) VERT ANG       
 SY2430
 SY2430.Superseded values are not recommended for survey control.
 SY2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2430.See file dsdata.txt to determine how the superseded data were derived.
 SY2430
 SY2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5333848981(NAD 83)
 SY2430_MARKER: Z = SEE DESCRIPTION
 SY2430_SETTING: 0 = UNSPECIFIED SETTING
 SY2430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2430
 SY2430  HISTORY     - Date     Condition        Report By
 SY2430  HISTORY     - 1973     MONUMENTED       WA-033
 SY2430  HISTORY     - 1987     GOOD             USPSQD
 SY2430
 SY2430                          STATION DESCRIPTION
 SY2430
 SY2430'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2430'POINT IS LOCATED ON TOP OF A CUT BANK AND JUST SOUTH OF THE
 SY2430'KENT-DES MOINES ROAD.  IT IS APPROX. 35 FT E OF CENTERLINE OF
 SY2430'30TH AVE. S.
 SY2430'
 SY2430'POINT IS 8.2 FT NE OF A POWER POLE.
 SY2430'
 SY2430'POINT IS 5.3 FT NW OF END OF CYCLONE FENCE.
 SY2430'
 SY2430'POINT IS 14.8 FT N OF THE N FACE OF THE BASE OF A GASMAT SIGN.
 SY2430'
 SY2430'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2430'
 SY2430'SUB-SURFACE MONUMENT--NONE
 SY2430'
 SY2430'DISK STAMPED--FM-40.  1973
 SY2430
 SY2430                          STATION RECOVERY (1987)
 SY2430
 SY2430'RECOVERY NOTE BY US POWER SQUADRON 1987 (LJK)
 SY2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2477 ***********************************************************************
 SY2477  DESIGNATION -  FM 41
 SY2477  PID         -  SY2477
 SY2477  STATE/COUNTY-  WA/KING
 SY2477  USGS QUAD   -  DES MOINES (1995)
 SY2477
 SY2477                         *CURRENT SURVEY CONTROL
 SY2477  ___________________________________________________________________
 SY2477* NAD 83(1991)-  47 23 49.49393(N)    122 19 44.20171(W)     ADJUSTED  
 SY2477* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY2477  ___________________________________________________________________
 SY2477  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 SY2477  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SY2477
 SY2477  HORZ ORDER  -  SECOND
 SY2477
 SY2477.The horizontal coordinates were established by classical geodetic methods
 SY2477.and adjusted by the National Geodetic Survey in December 1991..
 SY2477
 SY2477.The orthometric height was scaled from a topographic map.
 SY2477
 SY2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2477
 SY2477.The geoid height was determined by GEOID03.
 SY2477
 SY2477;                    North         East     Units Scale Factor Converg.
 SY2477;SPC WA N     -    45,245.719   387,100.015   MT  1.00002079   -1 06 48.6
 SY2477;SPC WA N     -   148,443.66  1,270,010.63   sFT  1.00002079   -1 06 48.6
 SY2477;UTM  10      - 5,249,510.166   550,638.050   MT  0.99963151   +0 29 38.2
 SY2477
 SY2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2477!SPC WA N     -   1.00000215  x   1.00002079  =   1.00002294
 SY2477!UTM  10      -   1.00000215  x   0.99963151  =   0.99963366
 SY2477
 SY2477                          SUPERSEDED SURVEY CONTROL
 SY2477
 SY2477  NAD 83(1986)-  47 23 49.48787(N)    122 19 44.21208(W) AD(       ) 2
 SY2477  NAD 27      -  47 23 50.13202(N)    122 19 39.76669(W) AD(       ) 2
 SY2477
 SY2477.Superseded values are not recommended for survey control.
 SY2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2477.See file dsdata.txt to determine how the superseded data were derived.
 SY2477
 SY2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5063849510(NAD 83)
 SY2477_MARKER: Z = SEE DESCRIPTION
 SY2477_SETTING: 0 = UNSPECIFIED SETTING
 SY2477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY2477+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 SY2477
 SY2477  HISTORY     - Date     Condition        Report By
 SY2477  HISTORY     - 1974     MONUMENTED       WA-033
 SY2477  HISTORY     - 1987     GOOD             USPSQD
 SY2477  HISTORY     - 19961109 GOOD             USPSQD
 SY2477  HISTORY     - 20050208 GOOD             USPSQD
 SY2477
 SY2477                          STATION DESCRIPTION
 SY2477
 SY2477'DESCRIBED BY KING COUNTY WASHINGTON 1974
 SY2477'POINT IS LOCATED AT EXTREME SW END OF DES MOINES MARINA BY WIND
 SY2477'JAMMER SOUTH RESTAURANT.
 SY2477'
 SY2477'POINT IS 51.5 FT WSW OF THE SW CORNER OF STEPS GOING IN BOTTOM
 SY2477'OF S END.
 SY2477'
 SY2477'POINT IS 53.7 FT SSW OF FACE OF LIGHT POLE AND 27.1 NNW OF THE
 SY2477'FACE OF A LIGHT POLE.
 SY2477'
 SY2477'POINT IS 6.8 FT W OF THE WEST FACE OF CONC. CURB AND 2 FT E OF
 SY2477'GUARD RAIL.
 SY2477'
 SY2477'SURFACE MONUMENT--STD. KCS DISC SET IN CONC. MON SET FLUSH
 SY2477'WITH SURFACE.
 SY2477'
 SY2477'DISK STAMPED--FM-41.  1974
 SY2477
 SY2477                          STATION RECOVERY (1987)
 SY2477
 SY2477'RECOVERY NOTE BY US POWER SQUADRON 1987 (LJK)
 SY2477'RECOVERED IN GOOD CONDITION.
 SY2477
 SY2477                          STATION RECOVERY (1996)
 SY2477
 SY2477'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2477'RECOVERED IN GOOD CONDITION.
 SY2477
 SY2477                          STATION RECOVERY (2005)
 SY2477
 SY2477'RECOVERY NOTE BY US POWER SQUADRON 2005 (DVV)
 SY2477'NAME OF RESTAURANT IS NOW ANTHONYS' HOME PORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2478 ***********************************************************************
 SY2478  DESIGNATION -  FM 42
 SY2478  PID         -  SY2478
 SY2478  STATE/COUNTY-  WA/KING
 SY2478  USGS QUAD   -  DES MOINES (1995)
 SY2478
 SY2478                         *CURRENT SURVEY CONTROL
 SY2478  ___________________________________________________________________
 SY2478* NAD 83(1991)-  47 24 08.12776(N)    122 19 52.64881(W)     ADJUSTED  
 SY2478* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 SY2478  ___________________________________________________________________
 SY2478  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 SY2478  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SY2478
 SY2478  HORZ ORDER  -  SECOND
 SY2478
 SY2478.The horizontal coordinates were established by classical geodetic methods
 SY2478.and adjusted by the National Geodetic Survey in December 1991..
 SY2478
 SY2478.The orthometric height was scaled from a topographic map.
 SY2478
 SY2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2478
 SY2478.The geoid height was determined by GEOID03.
 SY2478
 SY2478;                    North         East     Units Scale Factor Converg.
 SY2478;SPC WA N     -    45,824.534   386,934.114   MT  1.00001967   -1 06 54.9
 SY2478;SPC WA N     -   150,342.66  1,269,466.34   sFT  1.00001967   -1 06 54.9
 SY2478;UTM  10      - 5,250,083.877   550,456.047   MT  0.99963129   +0 29 32.1
 SY2478
 SY2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2478!SPC WA N     -   1.00000121  x   1.00001967  =   1.00002088
 SY2478!UTM  10      -   1.00000121  x   0.99963129  =   0.99963250
 SY2478
 SY2478                          SUPERSEDED SURVEY CONTROL
 SY2478
 SY2478  NAD 83(1986)-  47 24 08.12210(N)    122 19 52.65820(W) AD(       ) 2
 SY2478  NAD 27      -  47 24 08.76703(N)    122 19 48.20938(W) AD(       ) 2
 SY2478
 SY2478.Superseded values are not recommended for survey control.
 SY2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2478.See file dsdata.txt to determine how the superseded data were derived.
 SY2478
 SY2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5045650084(NAD 83)
 SY2478_MARKER: Z = SEE DESCRIPTION
 SY2478_SETTING: 0 = UNSPECIFIED SETTING
 SY2478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2478
 SY2478  HISTORY     - Date     Condition        Report By
 SY2478  HISTORY     - 1974     MONUMENTED       WA-033
 SY2478  HISTORY     - 1987     GOOD             USPSQD
 SY2478  HISTORY     - 19960801 MARK NOT FOUND   USPSQD
 SY2478
 SY2478                          STATION DESCRIPTION
 SY2478
 SY2478'DESCRIBED BY KING COUNTY WASHINGTON 1974
 SY2478'POINT IS LOCATED ON THE EXTREME NW END OF THE DES MOINES MARINA
 SY2478'N PARKING LOT.
 SY2478'
 SY2478'POINT IS 43.5 FT SSE OF A SPIKE IN THE NW CORNER OF WOODEN GUARD
 SY2478'RAIL AND 4.0 FT E OF FACE OF WOODEN GUARD RAIL.
 SY2478'
 SY2478'POINT IS 21.0 FT W OF CENTERLINE OF PERIMETER RD, 3.3 FT W OF W
 SY2478'FACE OF CONC. CURB, AND 43.9 W OF THE FACE OF A LIGHT STANDARD IN
 SY2478'A PLANTER.
 SY2478'
 SY2478'SURFACE MONUMENT--STD. KCS DISC SET IN CONC. MON. SET FLUSH WITH
 SY2478'ASPHALT SURFACE.
 SY2478'
 SY2478'DISK STAMPED--FM-42, 1974
 SY2478
 SY2478                          STATION RECOVERY (1987)
 SY2478
 SY2478'RECOVERY NOTE BY US POWER SQUADRON 1987 (LJK)
 SY2478'RECOVERED IN GOOD CONDITION.
 SY2478
 SY2478                          STATION RECOVERY (1996)
 SY2478
 SY2478'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2476 ***********************************************************************
 SY2476  DESIGNATION -  FM 43
 SY2476  PID         -  SY2476
 SY2476  STATE/COUNTY-  WA/KING
 SY2476  USGS QUAD   -  DES MOINES (1995)
 SY2476
 SY2476                         *CURRENT SURVEY CONTROL
 SY2476  ___________________________________________________________________
 SY2476* NAD 83(1991)-  47 24 06.40275(N)    122 19 41.81159(W)     ADJUSTED  
 SY2476* NAVD 88     -        15.5    (meters)      51.     (feet)  VERTCON   
 SY2476  ___________________________________________________________________
 SY2476  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 SY2476  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 SY2476
 SY2476  HORZ ORDER  -  SECOND
 SY2476
 SY2476.The horizontal coordinates were established by classical geodetic methods
 SY2476.and adjusted by the National Geodetic Survey in December 1991..
 SY2476
 SY2476.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2476
 SY2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2476
 SY2476.The geoid height was determined by GEOID03.
 SY2476
 SY2476;                    North         East     Units Scale Factor Converg.
 SY2476;SPC WA N     -    45,766.851   387,160.271   MT  1.00001977   -1 06 46.9
 SY2476;SPC WA N     -   150,153.41  1,270,208.32   sFT  1.00001977   -1 06 46.9
 SY2476;UTM  10      - 5,250,032.581   550,683.645   MT  0.99963157   +0 29 40.1
 SY2476
 SY2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2476!SPC WA N     -   1.00000114  x   1.00001977  =   1.00002091
 SY2476!UTM  10      -   1.00000114  x   0.99963157  =   0.99963271
 SY2476
 SY2476                          SUPERSEDED SURVEY CONTROL
 SY2476
 SY2476  NAD 83(1986)-  47 24 06.39842(N)    122 19 41.82100(W) AD(       ) 2
 SY2476  NAD 27      -  47 24 07.04329(N)    122 19 37.37218(W) AD(       ) 2
 SY2476  NGVD 29 (10/01/90)   14.5    (m)           48.     (f) VERT ANG       
 SY2476
 SY2476.Superseded values are not recommended for survey control.
 SY2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2476.See file dsdata.txt to determine how the superseded data were derived.
 SY2476
 SY2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5068450033(NAD 83)
 SY2476_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY2476_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY2476+STABILITY: SURFACE MOTION
 SY2476
 SY2476  HISTORY     - Date     Condition        Report By
 SY2476  HISTORY     - 1974     MONUMENTED       WA-033
 SY2476  HISTORY     - 1981     GOOD             NOS
 SY2476  HISTORY     - 19961109 GOOD             USPSQD
 SY2476
 SY2476                          STATION DESCRIPTION
 SY2476
 SY2476'DESCRIBED BY KING COUNTY WASHINGTON 1974
 SY2476'POINT IS LOCATED ON W SIDE OF RD. WHERE CLIFF AVE S AND 223RD AVE
 SY2476'S. INT.
 SY2476'
 SY2476'POINT IS 31.0 W OF CENTERLINE.
 SY2476'
 SY2476'POINT IS 52.9 FT WSW OF CTR BOLT OF FIRE HYDRANT AND 34.1 FT N
 SY2476'OF SPIKE IN POWER POLE.
 SY2476'
 SY2476'POINT IS 9 FT E OF FACE OF CLIFF.
 SY2476'
 SY2476'SURFACE MONUMENT--STD KCS DISC SET IN CONC. MON SET FLUSH WITH
 SY2476'SURFACE.
 SY2476'
 SY2476'DISK STAMPED--FM-43, 1974
 SY2476
 SY2476                          STATION RECOVERY (1981)
 SY2476
 SY2476'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RBM)
 SY2476'THE STATION WAS RECOVERED. IT IS LOCATED IN THE CITY OF DES MOINES,
 SY2476'ABOUT 80 METERS WEST OF THE CENTERLINE INTERSECTION OF SOUTH 223RD
 SY2476'STREET AND SIXTH AVENUE SOUTH, IN A SMALL PAVED  REST AREA
 SY2476'CONTAINING TWO PICNIC TABLES AND OVERLOOKING THE DES MOINES MARINA.
 SY2476'
 SY2476'THE STATION IS A KING COUNTY SURVEY DISK,
 SY2476'STAMPED---FM 43 1974---SET IN THE TOP OF A 33 CENTIMETER IN
 SY2476'DIAMETER CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF THE PAVING.
 SY2476'IT IS 12.35 METERS (40.5 FEET) NORTH-NORTHEAST OF THE CORNER OF A
 SY2476'WOVEN WIRE FENCE, 9.3 METERS (30.5 FEET) SOUTHWEST OF THE
 SY2476'CENTERLINE OF 223RD STREET, ALSO KNOWN AS CLIFF AVENUE.
 SY2476'
 SY2476'NO OTHER MARKS WERE SET.
 SY2476
 SY2476                          STATION RECOVERY (1996)
 SY2476
 SY2476'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2402 ***********************************************************************
 SY2402  DESIGNATION -  FM 6 K CO 1968
 SY2402  PID         -  SY2402
 SY2402  STATE/COUNTY-  WA/KING
 SY2402  USGS QUAD   -  DES MOINES (1995)
 SY2402
 SY2402                         *CURRENT SURVEY CONTROL
 SY2402  ___________________________________________________________________
 SY2402* NAD 83(1991)-  47 22 29.97550(N)    122 16 23.79414(W)     ADJUSTED  
 SY2402* NAVD 88     -        65.7    (meters)     216.     (feet)  VERTCON   
 SY2402  ___________________________________________________________________
 SY2402  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 SY2402  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 SY2402
 SY2402  HORZ ORDER  -  SECOND
 SY2402
 SY2402.The horizontal coordinates were established by classical geodetic methods
 SY2402.and adjusted by the National Geodetic Survey in December 1991..
 SY2402
 SY2402.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2402
 SY2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2402
 SY2402.The geoid height was determined by GEOID03.
 SY2402
 SY2402;                    North         East     Units Scale Factor Converg.
 SY2402;SPC WA N     -    42,710.184   391,255.864   MT  1.00002566   -1 04 19.4
 SY2402;SPC WA N     -   140,125.00  1,283,645.28   sFT  1.00002566   -1 04 19.4
 SY2402;UTM  10      - 5,247,093.125   554,861.732   MT  0.99963699   +0 32 05.1
 SY2402
 SY2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2402!SPC WA N     -   0.99999328  x   1.00002566  =   1.00001894
 SY2402!UTM  10      -   0.99999328  x   0.99963699  =   0.99963027
 SY2402
 SY2402:                Primary Azimuth Mark                     Grid Az
 SY2402:SPC WA N     -  FN 1 K CO 1968                           058 32 58.2
 SY2402:UTM  10      -  FN 1 K CO 1968                           056 56 33.7
 SY2402
 SY2402|---------------------------------------------------------------------|
 SY2402| PID    Reference Object                     Distance      Geod. Az  |
 SY2402|                                                           dddmmss.s |
 SY2402| SY2235 FN 1 K CO 1968                      APPROX. 5.1 KM 0572838.8 |
 SY2402|---------------------------------------------------------------------|
 SY2402
 SY2402                          SUPERSEDED SURVEY CONTROL
 SY2402
 SY2402  NAD 83(1986)-  47 22 29.96869(N)    122 16 23.80463(W) AD(       ) 2
 SY2402  NAD 27      -  47 22 30.60836(N)    122 16 19.36520(W) AD(       ) 2
 SY2402  NGVD 29 (07/19/86)   64.6    (m)          212.     (f) VERT ANG       
 SY2402
 SY2402.Superseded values are not recommended for survey control.
 SY2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2402.See file dsdata.txt to determine how the superseded data were derived.
 SY2402
 SY2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5486247093(NAD 83)
 SY2402_MARKER: Z = SEE DESCRIPTION
 SY2402_SETTING: 0 = UNSPECIFIED SETTING
 SY2402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2402
 SY2402  HISTORY     - Date     Condition        Report By
 SY2402  HISTORY     - 1968     MONUMENTED       WA-033
 SY2402
 SY2402                          STATION DESCRIPTION
 SY2402
 SY2402'DESCRIBED BY KING COUNTY WASHINGTON 1968
 SY2402'POINT IS IN YARD OF RESIDENCE OF J.F. CONLON AT 25314 LK. FENWICK
 SY2402'RD.
 SY2402'
 SY2402'POINT IS 86.8 FT NNE OF NW CORNER OF GARAGE, 52.7 FT NORTH OF
 SY2402'NW CORNER OF HOUSE.
 SY2402'
 SY2402'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2402'
 SY2402'SUB-SURFACE MONUMENT--NONE
 SY2402'
 SY2402'DISK STAMPED--FM-6.  1968
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2246 ***********************************************************************
 SY2246  DESIGNATION -  FM 7 K CO 1969
 SY2246  PID         -  SY2246
 SY2246  STATE/COUNTY-  WA/KING
 SY2246  USGS QUAD   -  RENTON (1994)
 SY2246
 SY2246                         *CURRENT SURVEY CONTROL
 SY2246  ___________________________________________________________________
 SY2246* NAD 83(1991)-  47 23 43.50602(N)    122 13 57.89329(W)     ADJUSTED  
 SY2246* NAVD 88     -        21.5    (meters)      71.     (feet)  VERTCON   
 SY2246  ___________________________________________________________________
 SY2246  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 SY2246  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY2246
 SY2246  HORZ ORDER  -  SECOND
 SY2246
 SY2246.The horizontal coordinates were established by classical geodetic methods
 SY2246.and adjusted by the National Geodetic Survey in December 1991..
 SY2246
 SY2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2246
 SY2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2246
 SY2246.The geoid height was determined by GEOID03.
 SY2246
 SY2246;                    North         East     Units Scale Factor Converg.
 SY2246;SPC WA N     -    44,924.233   394,357.480   MT  1.00002115   -1 02 30.8
 SY2246;SPC WA N     -   147,388.92  1,293,821.17   sFT  1.00002115   -1 02 30.8
 SY2246;UTM  10      - 5,249,392.385   557,898.881   MT  0.99964120   +0 33 53.1
 SY2246
 SY2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2246!SPC WA N     -   1.00000021  x   1.00002115  =   1.00002136
 SY2246!UTM  10      -   1.00000021  x   0.99964120  =   0.99964141
 SY2246
 SY2246                          SUPERSEDED SURVEY CONTROL
 SY2246
 SY2246  NAD 83(1986)-  47 23 43.49875(N)    122 13 57.90342(W) AD(       ) 2
 SY2246  NAD 27      -  47 23 44.13781(N)    122 13 53.46689(W) AD(       ) 2
 SY2246  NGVD 29 (07/19/86)   20.4    (m)           67.     (f) VERT ANG       
 SY2246
 SY2246.Superseded values are not recommended for survey control.
 SY2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2246.See file dsdata.txt to determine how the superseded data were derived.
 SY2246
 SY2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5789949392(NAD 83)
 SY2246_MARKER: Z = SEE DESCRIPTION
 SY2246_SETTING: 0 = UNSPECIFIED SETTING
 SY2246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2246
 SY2246  HISTORY     - Date     Condition        Report By
 SY2246  HISTORY     - 1969     MONUMENTED       WA-033
 SY2246
 SY2246                          STATION DESCRIPTION
 SY2246
 SY2246'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2246'THIS POINT IS LOCATED ON THE MEDIAN STRIP OF STATE HIGHWAY 167,
 SY2246'(VALLEY FREEWAY).  THE POINT IS ON THE WEST END OF A EARTH FILL
 SY2246'THAT ABUTS THE EAST END(S) OF CONC. BRIDGES THAT CROSS OVER THE
 SY2246'N.P. RAILROAD.  THE POINT IS 8.5 FT SOUTH OF THE EAST END OF A
 SY2246'CONC. BRIDGE.  THE POINT IS 11.7 FT WEST OF THE WESTERN MOST POST
 SY2246'OF A WIRE ROPE RAIL.
 SY2246'
 SY2246'THERE IS A CONC. MON. WITH BRASS PLUG 2.5 FT BELOW THE SURFACE
 SY2246'POINT.
 SY2246'
 SY2246'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2246'
 SY2246'DISK STAMPED--FM-7.  1969
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2248 ***********************************************************************
 SY2248  DESIGNATION -  FM 9 K CO 1970
 SY2248  PID         -  SY2248
 SY2248  STATE/COUNTY-  WA/KING
 SY2248  USGS QUAD   -  RENTON (1994)
 SY2248
 SY2248                         *CURRENT SURVEY CONTROL
 SY2248  ___________________________________________________________________
 SY2248* NAD 83(1991)-  47 23 11.78837(N)    122 13 59.54045(W)     ADJUSTED  
 SY2248* NAVD 88     -        13.6    (meters)      45.     (feet)  VERTCON   
 SY2248  ___________________________________________________________________
 SY2248  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 SY2248  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SY2248
 SY2248  HORZ ORDER  -  SECOND
 SY2248
 SY2248.The horizontal coordinates were established by classical geodetic methods
 SY2248.and adjusted by the National Geodetic Survey in December 1991..
 SY2248
 SY2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2248
 SY2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2248
 SY2248.The geoid height was determined by GEOID03.
 SY2248
 SY2248;                    North         East     Units Scale Factor Converg.
 SY2248;SPC WA N     -    43,945.468   394,305.126   MT  1.00002308   -1 02 32.0
 SY2248;SPC WA N     -   144,177.76  1,293,649.40   sFT  1.00002308   -1 02 32.0
 SY2248;UTM  10      - 5,248,412.911   557,873.999   MT  0.99964116   +0 33 51.6
 SY2248
 SY2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2248!SPC WA N     -   1.00000145  x   1.00002308  =   1.00002453
 SY2248!UTM  10      -   1.00000145  x   0.99964116  =   0.99964261
 SY2248
 SY2248:                Primary Azimuth Mark                     Grid Az
 SY2248:SPC WA N     -  FN 17 K CO 1970                          090 39 47.3
 SY2248:UTM  10      -  FN 17 K CO 1970                          089 03 23.7
 SY2248
 SY2248|---------------------------------------------------------------------|
 SY2248| PID    Reference Object                     Distance      Geod. Az  |
 SY2248|                                                           dddmmss.s |
 SY2248| SY2238 FN 17 K CO 1970                     APPROX. 1.1 KM 0893715.3 |
 SY2248| SY2242 SEC COR T22N 13 18 24 19            382.917 METERS 08944     |
 SY2248| SY2126 KENT CHURCH                         APPROX. 0.8 KM 1944525.6 |
 SY2248|---------------------------------------------------------------------|
 SY2248
 SY2248                          SUPERSEDED SURVEY CONTROL
 SY2248
 SY2248  NAD 83(1986)-  47 23 11.78108(N)    122 13 59.55080(W) AD(       ) 2
 SY2248  NAD 27      -  47 23 12.42013(N)    122 13 55.11467(W) AD(       ) 2
 SY2248  NGVD 29 (07/19/86)   12.5    (m)           41.     (f) VERT ANG       
 SY2248
 SY2248.Superseded values are not recommended for survey control.
 SY2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2248.See file dsdata.txt to determine how the superseded data were derived.
 SY2248
 SY2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5787448413(NAD 83)
 SY2248_MARKER: Z = SEE DESCRIPTION
 SY2248_SETTING: 0 = UNSPECIFIED SETTING
 SY2248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2248
 SY2248  HISTORY     - Date     Condition        Report By
 SY2248  HISTORY     - 1970     MONUMENTED       WA-033
 SY2248  HISTORY     - 1987     GOOD             USPSQD
 SY2248  HISTORY     - 19961109 MARK NOT FOUND   USPSQD
 SY2248
 SY2248                          STATION DESCRIPTION
 SY2248
 SY2248'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2248'THIS POINT IS LOCATED ON THE PAVED SOUTH SHOULDER OF WEST JAMES
 SY2248'ST., (CITY OF KENT).  IT IS 29.0 FT SOUTH OF THE CENTERLINE OF
 SY2248'JAMES ST.  IT IS 67.0 FT EAST OF N 1ST ST.  IT IS APPROX. 0.1 MILE
 SY2248'WEST OF CENTRAL AVE.  IT IS 6.0 FT WEST OF THE WESTERLY MOST
 SY2248'RAIL.  IT IS 12.0 FT NE OF THE SE CORNER OF A CONC. SLAB, WHICH
 SY2248'SERVES AS A BASE FOR A RAILROAD STREET STOP BARRICADE.
 SY2248'
 SY2248'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - FLUSH.
 SY2248'
 SY2248'SUB-SURFACE MONUMENT--NONE
 SY2248'
 SY2248'DISK STAMPED--FM-9.  1970
 SY2248
 SY2248                          STATION RECOVERY (1987)
 SY2248
 SY2248'RECOVERY NOTE BY US POWER SQUADRON 1987 (PCL)
 SY2248'RECOVERED IN GOOD CONDITION.
 SY2248
 SY2248                          STATION RECOVERY (1996)
 SY2248
 SY2248'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2235 ***********************************************************************
 SY2235  DESIGNATION -  FN 1 K CO 1968
 SY2235  PID         -  SY2235
 SY2235  STATE/COUNTY-  WA/KING
 SY2235  USGS QUAD   -  RENTON (1994)
 SY2235
 SY2235                         *CURRENT SURVEY CONTROL
 SY2235  ___________________________________________________________________
 SY2235* NAD 83(1991)-  47 23 58.34140(N)    122 12 59.56592(W)     ADJUSTED  
 SY2235* NAVD 88     -       103.7    (meters)     340.     (feet)  VERTCON   
 SY2235  ___________________________________________________________________
 SY2235  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 SY2235  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY2235
 SY2235  HORZ ORDER  -  SECOND
 SY2235
 SY2235.The horizontal coordinates were established by classical geodetic methods
 SY2235.and adjusted by the National Geodetic Survey in December 1991..
 SY2235
 SY2235.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2235
 SY2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2235
 SY2235.The geoid height was determined by GEOID03.
 SY2235
 SY2235;                    North         East     Units Scale Factor Converg.
 SY2235;SPC WA N     -    45,360.216   395,588.683   MT  1.00002025   -1 01 47.4
 SY2235;SPC WA N     -   148,819.31  1,297,860.54   sFT  1.00002025   -1 01 47.4
 SY2235;UTM  10      - 5,249,862.538   559,116.915   MT  0.99964295   +0 34 36.2
 SY2235
 SY2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2235!SPC WA N     -   0.99998733  x   1.00002025  =   1.00000758
 SY2235!UTM  10      -   0.99998733  x   0.99964295  =   0.99963028
 SY2235
 SY2235:                Primary Azimuth Mark                     Grid Az
 SY2235:SPC WA N     -  FM 6 K CO 1968                           238 32 56.5
 SY2235:UTM  10      -  FM 6 K CO 1968                           236 56 32.9
 SY2235
 SY2235|---------------------------------------------------------------------|
 SY2235| PID    Reference Object                     Distance      Geod. Az  |
 SY2235|                                                           dddmmss.s |
 SY2235| SY2402 FM 6 K CO 1968                      APPROX. 5.1 KM 2373109.1 |
 SY2235|---------------------------------------------------------------------|
 SY2235
 SY2235                          SUPERSEDED SURVEY CONTROL
 SY2235
 SY2235  NAD 83(1986)-  47 23 58.33397(N)    122 12 59.57599(W) AD(       ) 2
 SY2235  NAD 27      -  47 23 58.97263(N)    122 12 55.14083(W) AD(       ) 2
 SY2235  NGVD 29 (07/19/86)  102.6    (m)          337.     (f) VERT ANG       
 SY2235
 SY2235.Superseded values are not recommended for survey control.
 SY2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2235.See file dsdata.txt to determine how the superseded data were derived.
 SY2235
 SY2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5911749863(NAD 83)
 SY2235
 SY2235  HISTORY     - Date     Condition        Report By
 SY2235  HISTORY     - 1968     MONUMENTED       WA-033
 SY2235  HISTORY     - 1987     GOOD             USPSQD
 SY2235
 SY2235                          STATION DESCRIPTION
 SY2235
 SY2235'DESCRIBED BY KING COUNTY WASHINGTON 1968
 SY2235'LOCATION--
 SY2235'
 SY2235'POINT IS IN BACK YARD OF RESIDENCE AT 22611 - 94TH AVE. S.
 SY2235'
 SY2235'POINT IS IN N.W. COR. OF YARD NEAR PROPERTY LINE, 5 FT FROM
 SY2235'EDGE OF BLUFF.
 SY2235'
 SY2235'POINT IS TIES 14.9 FROM BRIDGE SPIKE IN 20 IN FIR.
 SY2235'
 SY2235'POINT IS TIES 37.2 FROM NW COR. OF HOUSE 22611.
 SY2235
 SY2235                          STATION RECOVERY (1987)
 SY2235
 SY2235'RECOVERY NOTE BY US POWER SQUADRON 1987 (PCL)
 SY2235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2191 ***********************************************************************
 SY2191  DESIGNATION -  FN 10 K CO 1968
 SY2191  PID         -  SY2191
 SY2191  STATE/COUNTY-  WA/KING
 SY2191  USGS QUAD   -  RENTON (1994)
 SY2191
 SY2191                         *CURRENT SURVEY CONTROL
 SY2191  ___________________________________________________________________
 SY2191* NAD 83(1991)-  47 22 46.95350(N)    122 10 31.73284(W)     ADJUSTED  
 SY2191* NAVD 88     -       156.     (meters)     512.     (feet)  SCALED    
 SY2191  ___________________________________________________________________
 SY2191  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 SY2191  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 SY2191
 SY2191  HORZ ORDER  -  SECOND
 SY2191
 SY2191.The horizontal coordinates were established by classical geodetic methods
 SY2191.and adjusted by the National Geodetic Survey in December 1991..
 SY2191
 SY2191.The orthometric height was scaled from a topographic map.
 SY2191
 SY2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2191
 SY2191.The geoid height was determined by GEOID03.
 SY2191
 SY2191;                    North         East     Units Scale Factor Converg.
 SY2191;SPC WA N     -    43,100.948   398,649.672   MT  1.00002461   -0 59 57.3
 SY2191;SPC WA N     -   141,407.03  1,307,903.13   sFT  1.00002461   -0 59 57.3
 SY2191;UTM  10      - 5,247,690.780   562,238.854   MT  0.99964760   +0 36 24.3
 SY2191
 SY2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2191!SPC WA N     -   0.99997911  x   1.00002461  =   1.00000372
 SY2191!UTM  10      -   0.99997911  x   0.99964760  =   0.99962671
 SY2191
 SY2191|---------------------------------------------------------------------|
 SY2191| PID    Reference Object                     Distance      Geod. Az  |
 SY2191|                                                           dddmmss.s |
 SY2191| SY2115 COW LAKE                            260.479 METERS 14534     |
 SY2191| SY2188 FN 12 K CO 1968                     241.357 METERS 14930     |
 SY2191| SY2206 FN 11 K CO 1968                     APPROX. 0.7 KM 2692419.1 |
 SY2191|---------------------------------------------------------------------|
 SY2191
 SY2191                          SUPERSEDED SURVEY CONTROL
 SY2191
 SY2191  NAD 83(1986)-  47 22 46.94583(N)    122 10 31.74333(W) AD(       ) 2
 SY2191  NAD 27      -  47 22 47.58362(N)    122 10 27.31479(W) AD(       ) 2
 SY2191
 SY2191.Superseded values are not recommended for survey control.
 SY2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2191.See file dsdata.txt to determine how the superseded data were derived.
 SY2191
 SY2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6223947691(NAD 83)
 SY2191_MARKER: Z = SEE DESCRIPTION
 SY2191_SETTING: 0 = UNSPECIFIED SETTING
 SY2191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2191
 SY2191  HISTORY     - Date     Condition        Report By
 SY2191  HISTORY     - 1968     MONUMENTED       WA-033
 SY2191
 SY2191                          STATION DESCRIPTION
 SY2191
 SY2191'DESCRIBED BY KING COUNTY WASHINGTON 1968
 SY2191'APPROX. LOCATION-- 2-1/2 MILES E OF KENT
 SY2191'
 SY2191'THIS POINT IS LOCATED 152 FT EAST OF THE INTERSECTION OF SE
 SY2191'248TH ST. AND 124TH AVE. SE.  THE POINT IS 15 FT NORTH OF THE
 SY2191'CENTER OF S.E. 248TH ST.  THE POINT IS 9 FT SOUTH OF A REFERENCE
 SY2191'POST WHICH IS AJACENT TO A EAST-WEST FENCE.
 SY2191'
 SY2191'THE POINT IS 27.1 FT WEST OF A BRIDGE SPIKE IN A TELEPHONE POLE.
 SY2191'
 SY2191'THE POINT IS 41.0 FT NE OF A BRIDGE SPIKE IN A POWER POLE.
 SY2191'
 SY2191'*THERE IS A CONCRETE MONUMENT WITH BRASS PLUG 2.5 FT BELOW THE
 SY2191'FORE-MENTIONED POINT.
 SY2191'
 SY2191'SURFACE MONUMENT--STAND. KCS DISK SET IN CONCRETE--BURIED
 SY2191'6 IN.
 SY2191'
 SY2191'MONUMENT STAMPED FN-10 1968
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2157 ***********************************************************************
 SY2157  DESIGNATION -  FN 101 K CO 1970
 SY2157  PID         -  SY2157
 SY2157  STATE/COUNTY-  WA/KING
 SY2157  USGS QUAD   -  RENTON (1994)
 SY2157
 SY2157                         *CURRENT SURVEY CONTROL
 SY2157  ___________________________________________________________________
 SY2157* NAD 83(1991)-  47 24 05.09148(N)    122 08 05.22921(W)     ADJUSTED  
 SY2157* NAVD 88     -       177.8    (meters)     583.     (feet)  VERTCON   
 SY2157  ___________________________________________________________________
 SY2157  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 SY2157  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 SY2157
 SY2157  HORZ ORDER  -  SECOND
 SY2157
 SY2157.The horizontal coordinates were established by classical geodetic methods
 SY2157.and adjusted by the National Geodetic Survey in December 1991..
 SY2157
 SY2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2157
 SY2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2157
 SY2157.The geoid height was determined by GEOID03.
 SY2157
 SY2157;                    North         East     Units Scale Factor Converg.
 SY2157;SPC WA N     -    45,461.002   401,763.240   MT  1.00001985   -0 58 08.2
 SY2157;SPC WA N     -   149,149.97  1,318,118.23   sFT  1.00001985   -0 58 08.2
 SY2157;UTM  10      - 5,250,136.255   565,283.924   MT  0.99965238   +0 38 12.9
 SY2157
 SY2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2157!SPC WA N     -   0.99997571  x   1.00001985  =   0.99999555
 SY2157!UTM  10      -   0.99997571  x   0.99965238  =   0.99962809
 SY2157
 SY2157                          SUPERSEDED SURVEY CONTROL
 SY2157
 SY2157  NAD 83(1986)-  47 24 05.08345(N)    122 08 05.23931(W) AD(       ) 2
 SY2157  NAD 27      -  47 24 05.72074(N)    122 08 00.81242(W) AD(       ) 2
 SY2157  NGVD 29 (07/19/86)  176.7    (m)          580.     (f) VERT ANG       
 SY2157
 SY2157.Superseded values are not recommended for survey control.
 SY2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2157.See file dsdata.txt to determine how the superseded data were derived.
 SY2157
 SY2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6528450136(NAD 83)
 SY2157
 SY2157  HISTORY     - Date     Condition        Report By
 SY2157  HISTORY     - 1970     MONUMENTED       WA-033
 SY2157
 SY2157                          STATION DESCRIPTION
 SY2157
 SY2157'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2157'LOCATION--
 SY2157'
 SY2157'THIS POINT IS LOCATED 11.0 FT NO. OF THE CENTER OF S.E. 224TH
 SY2157'ST.  IT IS APPROX. 300 FT WEST OF 156TH AVE. S.E.  IT IS 14.0 FT
 SY2157'WEST OF THE CENTER OF A GRAVEL DRIVEWAY.  IT IS 4.0 FT S.E. OF THE
 SY2157'WEST END OF A 12 IN CON. CULVERT.  IT IS 44.7 FT N.E. OF A SPIKE
 SY2157'IN A POWER POLE.  IT IS 7.4 FT SO. OF A 4 BY 4 REF. POST.
 SY2157'
 SY2157'*THERE IS A CON. MON. WITH A TACK IN LEAD 2.5 FT BELOW THE
 SY2157'UPPER POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2206 ***********************************************************************
 SY2206  DESIGNATION -  FN 11 K CO 1968
 SY2206  PID         -  SY2206
 SY2206  STATE/COUNTY-  WA/KING
 SY2206  USGS QUAD   -  RENTON (1994)
 SY2206
 SY2206                         *CURRENT SURVEY CONTROL
 SY2206  ___________________________________________________________________
 SY2206* NAD 83(1991)-  47 22 46.71082(N)    122 11 05.95334(W)     ADJUSTED  
 SY2206* NAVD 88     -       151.7    (meters)     498.     (feet)  VERTCON   
 SY2206  ___________________________________________________________________
 SY2206  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 SY2206  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 SY2206
 SY2206  HORZ ORDER  -  SECOND
 SY2206
 SY2206.The horizontal coordinates were established by classical geodetic methods
 SY2206.and adjusted by the National Geodetic Survey in December 1991..
 SY2206
 SY2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2206
 SY2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2206
 SY2206.The geoid height was determined by GEOID03.
 SY2206
 SY2206;                    North         East     Units Scale Factor Converg.
 SY2206;SPC WA N     -    43,106.018   397,931.806   MT  1.00002462   -1 00 22.8
 SY2206;SPC WA N     -   141,423.66  1,305,547.93   sFT  1.00002462   -1 00 22.8
 SY2206;UTM  10      - 5,247,675.734   561,521.398   MT  0.99964651   +0 35 59.1
 SY2206
 SY2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2206!SPC WA N     -   0.99997980  x   1.00002462  =   1.00000442
 SY2206!UTM  10      -   0.99997980  x   0.99964651  =   0.99962631
 SY2206
 SY2206:                Primary Azimuth Mark                     Grid Az
 SY2206:SPC WA N     -  FN 10 K CO 1968                          090 24 16.7
 SY2206:UTM  10      -  FN 10 K CO 1968                          088 47 54.8
 SY2206
 SY2206|---------------------------------------------------------------------|
 SY2206| PID    Reference Object                     Distance      Geod. Az  |
 SY2206|                                                           dddmmss.s |
 SY2206| SY2191 FN 10 K CO 1968                     APPROX. 0.7 KM 0892353.9 |
 SY2206| SY2211 FN 41 K CO 1969                     262.959 METERS 20835     |
 SY2206|---------------------------------------------------------------------|
 SY2206
 SY2206                          SUPERSEDED SURVEY CONTROL
 SY2206
 SY2206  NAD 83(1986)-  47 22 46.70323(N)    122 11 05.96391(W) AD(       ) 2
 SY2206  NAD 27      -  47 22 47.34123(N)    122 11 01.53330(W) AD(       ) 2
 SY2206  NGVD 29 (07/19/86)  150.6    (m)          494.     (f) VERT ANG       
 SY2206
 SY2206.Superseded values are not recommended for survey control.
 SY2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2206.See file dsdata.txt to determine how the superseded data were derived.
 SY2206
 SY2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6152147676(NAD 83)
 SY2206
 SY2206  HISTORY     - Date     Condition        Report By
 SY2206  HISTORY     - 1968     MONUMENTED       WA-033
 SY2206
 SY2206                          STATION DESCRIPTION
 SY2206
 SY2206'DESCRIBED BY KING COUNTY WASHINGTON 1968
 SY2206'LOCATION--
 SY2206'
 SY2206'THIS POINT IS LOCATED APPROX. 450 FT EAST OF THE INTERSECTION
 SY2206'OF S.E. 248TH ST. AND 116TH AVE. S.E. THE POINT IS 12 FT SOUTH
 SY2206'OF THE CENTER OF S.E. 248TH ST.
 SY2206'
 SY2206'THE POINT IS 12.5 FT. NORTH OF A REF. POST.
 SY2206'
 SY2206'THE POINT IS 29.0 FT. SO. OF A BRIDGE SPIKE IN A TELE. POLE
 SY2206'
 SY2206'THE POINT IS 42.5 WEST SO. OF A BRIDGE SPIKE IN A POWER POLE.
 SY2206'
 SY2206'*THERE IS A CONCRETE MON. WITH A BRASS PLUG 2.5 FT BELOW THE
 SY2206'FOREMENTIONED POINT.  BOTH POINTS WERE SET BY DOBBS AND CREW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1929 ***********************************************************************
 SY1929  DESIGNATION -  FN 112 K CO 1970
 SY1929  PID         -  SY1929
 SY1929  STATE/COUNTY-  WA/KING
 SY1929  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1929
 SY1929                         *CURRENT SURVEY CONTROL
 SY1929  ___________________________________________________________________
 SY1929* NAD 83(1991)-  47 23 12.94044(N)    122 07 22.99444(W)     ADJUSTED  
 SY1929* NAVD 88     -       153.1    (meters)     502.     (feet)  VERTCON   
 SY1929  ___________________________________________________________________
 SY1929  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 SY1929  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 SY1929
 SY1929  HORZ ORDER  -  SECOND
 SY1929
 SY1929.The horizontal coordinates were established by classical geodetic methods
 SY1929.and adjusted by the National Geodetic Survey in December 1991..
 SY1929
 SY1929.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1929
 SY1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1929
 SY1929.The geoid height was determined by GEOID03.
 SY1929
 SY1929;                    North         East     Units Scale Factor Converg.
 SY1929;SPC WA N     -    43,835.709   402,621.716   MT  1.00002301   -0 57 36.8
 SY1929;SPC WA N     -   143,817.66  1,320,934.75   sFT  1.00002301   -0 57 36.8
 SY1929;UTM  10      - 5,248,536.245   566,187.274   MT  0.99965384   +0 38 43.5
 SY1929
 SY1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1929!SPC WA N     -   0.99997957  x   1.00002301  =   1.00000258
 SY1929!UTM  10      -   0.99997957  x   0.99965384  =   0.99963342
 SY1929
 SY1929                          SUPERSEDED SURVEY CONTROL
 SY1929
 SY1929  NAD 83(1986)-  47 23 12.93231(N)    122 07 23.00481(W) AD(       ) 2
 SY1929  NAD 27      -  47 23 13.56922(N)    122 07 18.57976(W) AD(       ) 2
 SY1929  NGVD 29 (07/19/86)  152.0    (m)          499.     (f) VERT ANG       
 SY1929
 SY1929.Superseded values are not recommended for survey control.
 SY1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1929.See file dsdata.txt to determine how the superseded data were derived.
 SY1929
 SY1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6618748536(NAD 83)
 SY1929
 SY1929  HISTORY     - Date     Condition        Report By
 SY1929  HISTORY     - 1970     MONUMENTED       WA-033
 SY1929
 SY1929                          STATION DESCRIPTION
 SY1929
 SY1929'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY1929'LOCATION--
 SY1929'
 SY1929'THIS POINT IS LOCATED AT THE N.W. CORNER OF THE INTERSECTION
 SY1929'OF S.E. 240TH ST. AND 164TH AVE. S.E.  IT IS 15 FT NORTH OF THE
 SY1929'CENTERLINE OF 240TH ST.  IT IS 35 FT WEST OF THE CENTERLINE OF
 SY1929'164TH.  IT IS 3.4 FT SOUTH OF A 4 IN BY 4 IN REF. POST.
 SY1929'
 SY1929'POINT IS 13.5 FT S.W. OF A SPIKE IN A POWER POLE L-W 0/16
 SY1929'
 SY1929'POINT IS 103.0 FT W.N.W. OF A SPIKE IN A 24 IN FIR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0513 ***********************************************************************
 SY0513  DESIGNATION -  FN 116
 SY0513  PID         -  SY0513
 SY0513  STATE/COUNTY-  WA/KING
 SY0513  USGS QUAD   -  BLACK DIAMOND (1994)
 SY0513
 SY0513                         *CURRENT SURVEY CONTROL
 SY0513  ___________________________________________________________________
 SY0513* NAD 83(1998)-  47 20 43.06369(N)    122 07 15.11828(W)     ADJUSTED  
 SY0513* NAVD 88     -       104.872  (meters)     344.07   (feet)  ADJUSTED  
 SY0513  ___________________________________________________________________
 SY0513  X           -  -2,302,073.276 (meters)                     COMP
 SY0513  Y           -  -3,666,852.050 (meters)                     COMP
 SY0513  Z           -   4,667,920.997 (meters)                     COMP
 SY0513  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 SY0513  ELLIP HEIGHT-          82.19  (meters)          (06/17/02) GPS OBS
 SY0513  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY0513  DYNAMIC HT  -         104.883 (meters)     344.10  (feet)  COMP
 SY0513  MODELED GRAV-     980,717.0   (mgal)                       NAVD 88
 SY0513
 SY0513  HORZ ORDER  -  FIRST
 SY0513  VERT ORDER  -  FIRST     CLASS I
 SY0513  ELLP ORDER  -  FOURTH    CLASS I
 SY0513
 SY0513.The horizontal coordinates were established by GPS observations
 SY0513.and adjusted by the National Geodetic Survey in June 2002..
 SY0513.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SY0513.DATUM ITEM on the data sheet items page.
 SY0513
 SY0513.The orthometric height was determined by differential leveling
 SY0513.and adjusted by the National Geodetic Survey in June 1991..
 SY0513
 SY0513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SY0513
 SY0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY0513
 SY0513.The ellipsoidal height was determined by GPS observations
 SY0513.and is referenced to NAD 83.
 SY0513
 SY0513.The geoid height was determined by GEOID03.
 SY0513
 SY0513.The dynamic height is computed by dividing the NAVD 88
 SY0513.geopotential number by the normal gravity value computed on the
 SY0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0513.degrees latitude (g = 980.6199 gals.).
 SY0513
 SY0513.The modeled gravity was interpolated from observed gravity values.
 SY0513
 SY0513;                    North         East     Units Scale Factor Converg.
 SY0513;SPC WA N     -    39,204.853   402,709.451   MT  1.00003245   -0 57 30.9
 SY0513;SPC WA N     -   128,624.59  1,321,222.59   sFT  1.00003245   -0 57 30.9
 SY0513;UTM  10      - 5,243,911.394   566,404.631   MT  0.99965419   +0 38 47.7
 SY0513
 SY0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY0513!SPC WA N     -   0.99998712  x   1.00003245  =   1.00001957
 SY0513!UTM  10      -   0.99998712  x   0.99965419  =   0.99964131
 SY0513
 SY0513                          SUPERSEDED SURVEY CONTROL
 SY0513
 SY0513  NAD 83(1991)-  47 20 43.06117(N)    122 07 15.11866(W) AD(       ) 1
 SY0513  ELLIP H (12/09/91)   82.39   (m)                       GP(       ) 4 1
 SY0513  NAD 83(1986)-  47 20 43.05409(N)    122 07 15.12747(W) AD(       ) 1
 SY0513  NAD 27      -  47 20 43.68753(N)    122 07 10.69884(W) AD(       ) 1
 SY0513  NGVD 29 (??/??/??)  103.799  (m)          340.55   (f) ADJUSTED    1 1
 SY0513
 SY0513.Superseded values are not recommended for survey control.
 SY0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0513.See file dsdata.txt to determine how the superseded data were derived.
 SY0513
 SY0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6640543911(NAD 83)
 SY0513_MARKER: DD = SURVEY DISK
 SY0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY0513_STAMPING: F N 116 1970
 SY0513_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY0513+STABILITY: SURFACE MOTION
 SY0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY0513+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1988
 SY0513
 SY0513  HISTORY     - Date     Condition        Report By
 SY0513  HISTORY     - 1986     MONUMENTED       NGS
 SY0513  HISTORY     - 1973     GOOD             NGS
 SY0513  HISTORY     - 1986     GOOD             NGS
 SY0513  HISTORY     - 19870527 GOOD
 SY0513  HISTORY     - 19880714 GOOD
 SY0513
 SY0513                          STATION DESCRIPTION
 SY0513
 SY0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 SY0513'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) EAST OF KENT , 9.7 KM
 SY0513'(6 MI) NORTHWEST OF BLACK DIAMOND, 9.7 KM (6 MI) NORTHEAST OF AUBURN
 SY0513'AND ON RIGHT-OF-WAY BETWEEN A COUNTY ROAD AND THE BURLINGTON
 SY0513'NORTHERN RAILROAD.
 SY0513'
 SY0513'TO REACH THE STATION FROM  THE RAILROAD CROSSING AND COVINGTON WAY
 SY0513'SOUTHEAST IN COVINGTON GO SOUTHERLY ON COVINGTON WAY SOUTHEAST FOR
 SY0513'0.16 KM (0.1 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR
 SY0513'0.48 KM (0.3 MI) TO THE STATION ON THE RIGHT, JUST BEFORE REACHING
 SY0513'A POWERLINE CROSSING.
 SY0513'
 SY0513'THE STATION MARK IS A STANDARD KING COUNTY CONTRTOL DISK STAMPED---
 SY0513'---FN 116 1970---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 SY0513'IS 25 CM (10 INCHES) ON A SIDE AND RECESSED 15 CM (6 INCHES)BELOW
 SY0513'THE GROUND SURFACE.  IT IS 52 M (171 FT) SOUTH OF RAILROAD MILEPOST
 SY0513'95, 50 M (164 FT) EAST-NORTHEAST OF THE EAST CORNER OF SEMAPHORE
 SY0513'NUMBER 951, 8.2 M (27 FT) NORTH-NORTHWEST OF THE CENTER OF 164TH
 SY0513'PLACE SOUTHEAST AND 0.9 M (3 FT) SOUTH OF A WITNESS POST.
 SY0513'
 SY0513'THIS STATION IS SUITEABLE FOR GPS OBSERVATIONS.
 SY0513'
 SY0513'DESCRIBED BY DA WEGENAST.
 SY0513
 SY0513                          STATION RECOVERY (1973)
 SY0513
 SY0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 SY0513'0.3 MI SW FROM COVINGTON.
 SY0513'0.3 MILE SOUTHWEST ALONG THE BURLINGTON-NORTHERN RAILROAD FROM THE
 SY0513'CROSSING OF COVINGTON WAY SE AT COVINGTON, 65 FEET EAST-NORTHEAST OF
 SY0513'THE SECOND TELEPHONE POLE SOUTHWEST OF MILEPOST 95, 56.6 FEET
 SY0513'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 171 FEET SOUTH AND
 SY0513'ACROSS THE TRACK FROM MILEPOST 95, 163 1/2 FEET EAST-NORTHEAST AND
 SY0513'ACROSS THE TRACK FROM THE EAST CORNER OF THE CONCRETE BASE OF
 SY0513'SEMAPHORE 951, 27 FEET NORTHWEST OF THE CENTER LINE OF 164TH PLACE SE,
 SY0513'3.0 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACK,
 SY0513'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 SY0513'GROUND.  SECTION 36, T 22N, R 5E.
 SY0513
 SY0513                          STATION RECOVERY (1986)
 SY0513
 SY0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DAW)
 SY0513'THE STATION WAS RECOVERED AT THIS DATE
 SY0513'IN GOOD CONDITON AS DESCRIBED IN 1985.  THIS STATION IS ALSO A BENCH
 SY0513'MARK.
 SY0513'
 SY0513'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) EAST OF KENT, 9.7 KM
 SY0513'(6 MI) NORTHWEST OF BLACK DIAMOND, 9.7 KM (6 MI) NORTHEAST OF
 SY0513'AUBURN AND ON RIGHT-OF-WAY BETWEEN A COUNTY ROAD AND THE BURLINGTON
 SY0513'NORTHERN RAILROAD TRACK.
 SY0513'
 SY0513'TO REACH THE STATION FROM THE RAILROAD CROSSING AND COVINGTON WAY
 SY0513'SOUTHEAST AT COVINGTON GO SOUTHERLY ON COVINGTON WAY SOUTHEAST FOR
 SY0513'0.16 KM (0.1 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR
 SY0513'0.48 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 SY0513'
 SY0513'THE STATION MARK IS A STANDARD KING COUNTY BRONZE DISK STAMPED---
 SY0513'---FN 116 1970---SET IN THE TOP OF A 25 CM (10 INCH) ROUND CONCRETE
 SY0513'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 52 M
 SY0513'(171 FT) SOUTH OF RAILROAD MILE POST 95, 50 M (164 FT)
 SY0513'EAST-NORTHEAST OF THE EAST CORNER OF SEMAPHORE NUMBER 951, 8.2 M
 SY0513'(27 FT) NORTHWEST OF THE CENTER OF 164TH PLACE SOUTHEAST AND 0.9 M
 SY0513'(3 FT) SOUTH OF A WITNESS POST.
 SY0513'
 SY0513'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
 SY0513'
 SY0513'DESCRIBED BY DA WEGENAST.
 SY0513
 SY0513                          STATION RECOVERY (1987)
 SY0513
 SY0513'RECOVERED 1987
 SY0513'RECOVERED IN GOOD CONDITION.
 SY0513
 SY0513                          STATION RECOVERY (1988)
 SY0513
 SY0513'RECOVERED 1988
 SY0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2188 ***********************************************************************
 SY2188  DESIGNATION -  FN 12 K CO 1968
 SY2188  PID         -  SY2188
 SY2188  STATE/COUNTY-  WA/KING
 SY2188  USGS QUAD   -  RENTON (1994)
 SY2188
 SY2188                         *CURRENT SURVEY CONTROL
 SY2188  ___________________________________________________________________
 SY2188* NAD 83(1991)-  47 22 40.22019(N)    122 10 25.89187(W)     ADJUSTED  
 SY2188* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 SY2188  ___________________________________________________________________
 SY2188  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 SY2188  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 SY2188
 SY2188  HORZ ORDER  -  SECOND
 SY2188
 SY2188.The horizontal coordinates were established by classical geodetic methods
 SY2188.and adjusted by the National Geodetic Survey in December 1991..
 SY2188
 SY2188.The orthometric height was scaled from a topographic map.
 SY2188
 SY2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2188
 SY2188.The geoid height was determined by GEOID03.
 SY2188
 SY2188;                    North         East     Units Scale Factor Converg.
 SY2188;SPC WA N     -    42,890.895   398,768.558   MT  1.00002503   -0 59 53.0
 SY2188;SPC WA N     -   140,717.88  1,308,293.18   sFT  1.00002503   -0 59 53.0
 SY2188;UTM  10      - 5,247,484.220   562,363.533   MT  0.99964780   +0 36 28.5
 SY2188
 SY2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2188!SPC WA N     -   0.99997864  x   1.00002503  =   1.00000367
 SY2188!UTM  10      -   0.99997864  x   0.99964780  =   0.99962644
 SY2188
 SY2188                          SUPERSEDED SURVEY CONTROL
 SY2188
 SY2188  NAD 83(1986)-  47 22 40.21256(N)    122 10 25.90243(W) AD(       ) 2
 SY2188  NAD 27      -  47 22 40.85004(N)    122 10 21.47393(W) AD(       ) 2
 SY2188
 SY2188.Superseded values are not recommended for survey control.
 SY2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2188.See file dsdata.txt to determine how the superseded data were derived.
 SY2188
 SY2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6236447484(NAD 83)
 SY2188
 SY2188  HISTORY     - Date     Condition        Report By
 SY2188  HISTORY     - 1968     MONUMENTED       WA-033
 SY2188
 SY2188                          STATION DESCRIPTION
 SY2188
 SY2188'DESCRIBED BY KING COUNTY WASHINGTON 1968
 SY2188'LOCATION--
 SY2188'
 SY2188'THIS POINT IS LOCATED 0.1 MILE SO. OF S.E. 248TH ST.  THE POINT
 SY2188'IS APPROX. 90 FT WEST AND 100 FT SOUTH OF A GRAVEL ROAD WHICH
 SY2188'SERVES AS AN ACCESS TO A F.A.A. AIR TRAFFIC CONTROL SITE.
 SY2188'
 SY2188'THE POINT IS 84.39 FT WEST OF U.S.C. AND G.S. COWLAKE
 SY2188'
 SY2188'THE POINT IS 142.8 FT SW OF A R.R. SPIKE ON A POWER POLE.
 SY2188'
 SY2188'THE POINT IS 154.3 FT WEST OF A METAL CORNER POST.
 SY2188'
 SY2188'THE POINT IS 4.0 FT SOUTH OF A REF. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1988 ***********************************************************************
 SY1988  DESIGNATION -  FN 129 K CO 1972
 SY1988  PID         -  SY1988
 SY1988  STATE/COUNTY-  WA/KING
 SY1988  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1988
 SY1988                         *CURRENT SURVEY CONTROL
 SY1988  ___________________________________________________________________
 SY1988* NAD 83(1991)-  47 20 45.64546(N)    122 06 36.59539(W)     ADJUSTED  
 SY1988* NAVD 88     -       163.2    (meters)     535.     (feet)  VERTCON   
 SY1988  ___________________________________________________________________
 SY1988  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 SY1988  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 SY1988
 SY1988  HORZ ORDER  -  SECOND
 SY1988
 SY1988.The horizontal coordinates were established by classical geodetic methods
 SY1988.and adjusted by the National Geodetic Survey in December 1991..
 SY1988
 SY1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1988
 SY1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1988
 SY1988.The geoid height was determined by GEOID03.
 SY1988
 SY1988;                    North         East     Units Scale Factor Converg.
 SY1988;SPC WA N     -    39,271.104   403,519.290   MT  1.00003228   -0 57 02.3
 SY1988;SPC WA N     -   128,841.95  1,323,879.54   sFT  1.00003228   -0 57 02.3
 SY1988;UTM  10      - 5,244,000.270   567,211.991   MT  0.99965552   +0 39 16.1
 SY1988
 SY1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1988!SPC WA N     -   0.99997798  x   1.00003228  =   1.00001026
 SY1988!UTM  10      -   0.99997798  x   0.99965552  =   0.99963351
 SY1988
 SY1988:                Primary Azimuth Mark                     Grid Az
 SY1988:SPC WA N     -  FP 123 K CO 1972                         087 55 19.9
 SY1988:UTM  10      -  FP 123 K CO 1972                         086 19 01.5
 SY1988
 SY1988|---------------------------------------------------------------------|
 SY1988| PID    Reference Object                     Distance      Geod. Az  |
 SY1988|                                                           dddmmss.s |
 SY1988| SY1969 FP 123 K CO 1972                    APPROX. 0.7 KM 0865817.6 |
 SY1988| SY1984 FN 130 K CO 1972                    292.080 METERS 09207     |
 SY1988| SY1954 HEWES                               239.456 METERS 14822     |
 SY1988|---------------------------------------------------------------------|
 SY1988
 SY1988                          SUPERSEDED SURVEY CONTROL
 SY1988
 SY1988  NAD 83(1986)-  47 20 45.63723(N)    122 06 36.60654(W) AD(       ) 2
 SY1988  NAD 27      -  47 20 46.27232(N)    122 06 32.18341(W) AD(       ) 2
 SY1988  NGVD 29 (07/19/86)  162.1    (m)          532.     (f) VERT ANG       
 SY1988
 SY1988.Superseded values are not recommended for survey control.
 SY1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1988.See file dsdata.txt to determine how the superseded data were derived.
 SY1988
 SY1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6721244000(NAD 83)
 SY1988_MARKER: Z = SEE DESCRIPTION
 SY1988_SETTING: 0 = UNSPECIFIED SETTING
 SY1988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1988
 SY1988  HISTORY     - Date     Condition        Report By
 SY1988  HISTORY     - 1972     MONUMENTED       WA-033
 SY1988
 SY1988                          STATION DESCRIPTION
 SY1988
 SY1988'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1988'APPROX. LOCATION--1 MILE SE OF COVINGTON
 SY1988'
 SY1988'THIS POINT IS LOCATED ABOUT IN THE CENTER OF THE BONNEVILLE
 SY1988'POWER ADMIN. TRANSMISSION LINE RIGHT-OF-WAY AT THE TOP OF HILL
 SY1988'WEST OF SE 284TH PL. (COVINGTON LAKE SAWYER ROAD).  THE POINT MAY
 SY1988'BE REACHED FROM SE 284TH PL. BY GOING SOUTH ON 176TH AVE. SE FOR
 SY1988'ABOUT 200 FT TURN WEST ON GRAVEL POWER LINE ACCESS ROAD AND
 SY1988'PROCEED UP HILL.  THE POINT IS LOCATED BENEATH THE SOUTHERLY MOST
 SY1988'WIRES OF THE MIDDLE TRANSMISSION LINES.
 SY1988'
 SY1988'THE POINT IS 106.8 FT NORTH OF THE NW LEG OF STEEL TOWER (1ST
 SY1988'TOWER WEST OF SE 284TH) NO. 5 OF MILE 1 OF LINE 3 OF THE
 SY1988'COV.- G COV. LINE.  IT IS 113.4 FT NNW OF THE NE LEG.
 SY1988'
 SY1988'SURFACE MONUMENT--KCS DISK SET IN CONCRETE ON SURFACE.
 SY1988'
 SY1988'SUB-SURFACE MONUMENT--KCS DISK SET IN CONCRETE MONUMENT BURIED
 SY1988'3 FT BELOW SURFACE.
 SY1988'
 SY1988'MONUMENT STAMPED FN-129 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2170 ***********************************************************************
 SY2170  DESIGNATION -  FN 13 K CO 1969
 SY2170  PID         -  SY2170
 SY2170  STATE/COUNTY-  WA/KING
 SY2170  USGS QUAD   -  RENTON (1994)
 SY2170
 SY2170                         *CURRENT SURVEY CONTROL
 SY2170  ___________________________________________________________________
 SY2170* NAD 83(1991)-  47 24 05.38521(N)    122 09 47.18972(W)     ADJUSTED  
 SY2170* NAVD 88     -       162.0    (meters)     531.     (feet)  VERTCON   
 SY2170  ___________________________________________________________________
 SY2170  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 SY2170  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 SY2170
 SY2170  HORZ ORDER  -  SECOND
 SY2170
 SY2170.The horizontal coordinates were established by classical geodetic methods
 SY2170.and adjusted by the National Geodetic Survey in December 1991..
 SY2170
 SY2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2170
 SY2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2170
 SY2170.The geoid height was determined by GEOID03.
 SY2170
 SY2170;                    North         East     Units Scale Factor Converg.
 SY2170;SPC WA N     -    45,506.619   399,625.768   MT  1.00001983   -0 59 24.2
 SY2170;SPC WA N     -   149,299.63  1,311,105.54   sFT  1.00001983   -0 59 24.2
 SY2170;UTM  10      - 5,250,121.954   563,146.802   MT  0.99964900   +0 36 57.8
 SY2170
 SY2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2170!SPC WA N     -   0.99997819  x   1.00001983  =   0.99999801
 SY2170!UTM  10      -   0.99997819  x   0.99964900  =   0.99962719
 SY2170
 SY2170:                Primary Azimuth Mark                     Grid Az
 SY2170:SPC WA N     -  FN 14 K CO 1969                          048 49 41.0
 SY2170:UTM  10      -  FN 14 K CO 1969                          047 13 19.0
 SY2170
 SY2170|---------------------------------------------------------------------|
 SY2170| PID    Reference Object                     Distance      Geod. Az  |
 SY2170|                                                           dddmmss.s |
 SY2170| SY2164 FN 14 K CO 1969                     APPROX. 1.2 KM 0475016.8 |
 SY2170| SY2172 SPOON C 1937 ECC                    120.869 METERS 21319     |
 SY2170| SY2095 SPOON C                             101.140 METERS 22104     |
 SY2170|---------------------------------------------------------------------|
 SY2170
 SY2170                          SUPERSEDED SURVEY CONTROL
 SY2170
 SY2170  NAD 83(1986)-  47 24 05.37734(N)    122 09 47.19994(W) AD(       ) 2
 SY2170  NAD 27      -  47 24 06.01531(N)    122 09 42.76995(W) AD(       ) 2
 SY2170  NGVD 29 (07/19/86)  160.9    (m)          528.     (f) VERT ANG       
 SY2170
 SY2170.Superseded values are not recommended for survey control.
 SY2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2170.See file dsdata.txt to determine how the superseded data were derived.
 SY2170
 SY2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6314750122(NAD 83)
 SY2170
 SY2170  HISTORY     - Date     Condition        Report By
 SY2170  HISTORY     - 1969     MONUMENTED       WA-033
 SY2170
 SY2170                          STATION DESCRIPTION
 SY2170
 SY2170'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2170'LOCATION--
 SY2170'
 SY2170'TO REACH THIS POINT PROCEED IN A EASTERLY FROM THE INTERSECTION
 SY2170'OF S.E. 224TH AND 132ND AVE. S.E., APPROX. 500 FT.  UPON REACHING
 SY2170'A GRAVEL ROAD (BOEING RESEARCH FACILITY ACCESS ROAD.) THE POINT
 SY2170'IS APPROX. 162.0 FT EAST FROM THE CENTER OF 224TH ST.
 SY2170'
 SY2170'THE POINT IS 16.0 FT EAST OF THE CENTER OF THE GRAVEL ROAD.
 SY2170'
 SY2170'THE POINT IS 4.0 FT WEST OF A REF. POST
 SY2170'
 SY2170'THE POINT IS 15.9 FT NORTH OF A BRIDGE SPIKE IN A MAPLE STUMP.
 SY2170'
 SY2170'THE POINT IS 90.0 FT N.E. OF THE N.W. CORNER OF A CON. PAD.
 SY2170'
 SY2170'*THERE IS A CONCRETE MON WITH A BRASS PLUG 2.5 FT BELOW THE SURFACE
 SY2170'MON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1984 ***********************************************************************
 SY1984  DESIGNATION -  FN 130 K CO 1972
 SY1984  PID         -  SY1984
 SY1984  STATE/COUNTY-  WA/KING
 SY1984  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1984
 SY1984                         *CURRENT SURVEY CONTROL
 SY1984  ___________________________________________________________________
 SY1984* NAD 83(1991)-  47 20 45.29723(N)    122 06 22.68955(W)     ADJUSTED  
 SY1984* NAVD 88     -       125.0    (meters)     410.     (feet)  VERTCON   
 SY1984  ___________________________________________________________________
 SY1984  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 SY1984  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 SY1984
 SY1984  HORZ ORDER  -  SECOND
 SY1984
 SY1984.The horizontal coordinates were established by classical geodetic methods
 SY1984.and adjusted by the National Geodetic Survey in December 1991..
 SY1984
 SY1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1984
 SY1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1984
 SY1984.The geoid height was determined by GEOID03.
 SY1984
 SY1984;                    North         East     Units Scale Factor Converg.
 SY1984;SPC WA N     -    39,255.516   403,810.963   MT  1.00003230   -0 56 51.9
 SY1984;SPC WA N     -   128,790.81  1,324,836.47   sFT  1.00003230   -0 56 51.9
 SY1984;UTM  10      - 5,243,992.861   567,503.877   MT  0.99965600   +0 39 26.3
 SY1984
 SY1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1984!SPC WA N     -   0.99998396  x   1.00003230  =   1.00001626
 SY1984!UTM  10      -   0.99998396  x   0.99965600  =   0.99963997
 SY1984
 SY1984:                Primary Azimuth Mark                     Grid Az
 SY1984:SPC WA N     -  FP 123 K CO 1972                         084 29 48.2
 SY1984:UTM  10      -  FP 123 K CO 1972                         082 53 30.0
 SY1984
 SY1984|---------------------------------------------------------------------|
 SY1984| PID    Reference Object                     Distance      Geod. Az  |
 SY1984|                                                           dddmmss.s |
 SY1984| SY1969 FP 123 K CO 1972                    437.707 METERS 0833256.3 |
 SY1984| SY1988 FN 129 K CO 1972                    292.080 METERS 27207     |
 SY1984|---------------------------------------------------------------------|
 SY1984
 SY1984                          SUPERSEDED SURVEY CONTROL
 SY1984
 SY1984  NAD 83(1986)-  47 20 45.28896(N)    122 06 22.70073(W) AD(       ) 2
 SY1984  NAD 27      -  47 20 45.92397(N)    122 06 18.27894(W) AD(       ) 2
 SY1984  NGVD 29 (07/19/86)  123.9    (m)          406.     (f) VERT ANG       
 SY1984
 SY1984.Superseded values are not recommended for survey control.
 SY1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1984.See file dsdata.txt to determine how the superseded data were derived.
 SY1984
 SY1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6750443993(NAD 83)
 SY1984
 SY1984  HISTORY     - Date     Condition        Report By
 SY1984  HISTORY     - 1972     MONUMENTED       WA-033
 SY1984
 SY1984                          STATION DESCRIPTION
 SY1984
 SY1984'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1984'LOCATION--
 SY1984'
 SY1984'THIS POINT IS LOCATED 15.0 FT W.S.W. OF THE CENTER OF
 SY1984'S.E. 284TH PL. (COVINGTON-LAKE SAWYER ROAD).  IT IS APPROX. IN THE
 SY1984'MIDDLE OF THE B.P.A. TRANSMISSION LINE RIGHT OF WAY WHICH
 SY1984'CROSSES OVER THE ROAD AT THIS POINT.  IT IS APPROX. 350 FT S.E. OF
 SY1984'176TH AVE. S.E. IT IS 42 FT N.W. OF A GRAVEL DRIVEWAY TO AN
 SY1984'OLDER WHITE HOUSE.  THIS POINT IS 46.3 FT W.S.W. OF THE
 SY1984'SOUTHERLY LEG OF THE STEEL TRANSMISSION TOWER 3.  IT IS 54.6 FT
 SY1984'S.W. OF THE WESTERLY LEG.  APPROX. ONE MILE S.E. OF COVINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1991 ***********************************************************************
 SY1991  DESIGNATION -  FN 131
 SY1991  PID         -  SY1991
 SY1991  STATE/COUNTY-  WA/KING
 SY1991  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1991
 SY1991                         *CURRENT SURVEY CONTROL
 SY1991  ___________________________________________________________________
 SY1991* NAD 83(1991)-  47 21 42.16400(N)    122 06 49.41844(W)     ADJUSTED  
 SY1991* NAVD 88     -       119.8    (meters)     393.     (feet)  VERTCON   
 SY1991  ___________________________________________________________________
 SY1991  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 SY1991  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SY1991
 SY1991  HORZ ORDER  -  SECOND
 SY1991
 SY1991.The horizontal coordinates were established by classical geodetic methods
 SY1991.and adjusted by the National Geodetic Survey in December 1991..
 SY1991
 SY1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1991
 SY1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1991
 SY1991.The geoid height was determined by GEOID03.
 SY1991
 SY1991;                    North         East     Units Scale Factor Converg.
 SY1991;SPC WA N     -    41,020.833   403,279.204   MT  1.00002866   -0 57 11.8
 SY1991;SPC WA N     -   134,582.52  1,323,091.86   sFT  1.00002866   -0 57 11.8
 SY1991;UTM  10      - 5,245,741.934   566,923.094   MT  0.99965504   +0 39 07.2
 SY1991
 SY1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1991!SPC WA N     -   0.99998478  x   1.00002866  =   1.00001344
 SY1991!UTM  10      -   0.99998478  x   0.99965504  =   0.99963983
 SY1991
 SY1991:                Primary Azimuth Mark                     Grid Az
 SY1991:SPC WA N     -  HEWES                                    169 30 15.7
 SY1991:UTM  10      -  HEWES                                    167 53 56.7
 SY1991
 SY1991|---------------------------------------------------------------------|
 SY1991| PID    Reference Object                     Distance      Geod. Az  |
 SY1991|                                                           dddmmss.s |
 SY1991| SY1954 HEWES                               APPROX. 2.0 KM 1683303.9 |
 SY1991| SY1993 FN 132 K CO 1972                    394.665 METERS 18926     |
 SY1991|---------------------------------------------------------------------|
 SY1991
 SY1991                          SUPERSEDED SURVEY CONTROL
 SY1991
 SY1991  NAD 83(1986)-  47 21 42.15581(N)    122 06 49.42926(W) AD(       ) 2
 SY1991  NAD 27      -  47 21 42.79107(N)    122 06 45.00492(W) AD(       ) 2
 SY1991  NGVD 29 (07/19/86)  118.7    (m)          389.     (f) VERT ANG       
 SY1991
 SY1991.Superseded values are not recommended for survey control.
 SY1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1991.See file dsdata.txt to determine how the superseded data were derived.
 SY1991
 SY1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6692345742(NAD 83)
 SY1991_MARKER: Z = SEE DESCRIPTION
 SY1991_SETTING: 0 = UNSPECIFIED SETTING
 SY1991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1991
 SY1991  HISTORY     - Date     Condition        Report By
 SY1991  HISTORY     - 1972     MONUMENTED       WA-033
 SY1991
 SY1991                          STATION DESCRIPTION
 SY1991
 SY1991'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1991'APPROX. LOCATION--AT COVINGTON
 SY1991'
 SY1991'THIS POINT IS LOCATED ON THE BONNEVILLE POWER ADMIN. TRANSMISSION
 SY1991'LINE (COVINGTON-MAPLE VALLEY LINE 2, MILE 2) BENEATH STEEL TOWER
 SY1991'NO. 1 (FIRST TOWER NORTH OF SE 272ND ST.) THE POINT MAY BE REACHED
 SY1991'FROM SE 272ND ST. BY GOING NORTH ON TRANSMISSION LINE ACCESS ROAD
 SY1991'FOR APPROX. 0.2 MILES.  THE POINT IS 30 FT WEST OF THE ACCESS
 SY1991'ROAD.  THE POINT IS APPROX. 250 FT SOUTH OF STATE HWY. 18.  THE
 SY1991'POINT IS 22.0 FT SOUTH OF THE NORTHERN LEG OF THE TOWER.  THE
 SY1991'POINT IS 32.1 FT EAST OF THE WESTERN LEG OF THE TOWER.
 SY1991'
 SY1991'SURFACE MONUMENT--KCS DISC SET IN CONCRETE ON SURFACE.
 SY1991'
 SY1991'SUB-SURFACE MONUMENT--KCS DISC SET IN CONCRETE MONUMENT BURIED
 SY1991'3 FT BELOW SURFACE.
 SY1991'
 SY1991'MONUMENT STAMPED FN-131 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1993 ***********************************************************************
 SY1993  DESIGNATION -  FN 132 K CO 1972
 SY1993  PID         -  SY1993
 SY1993  STATE/COUNTY-  WA/KING
 SY1993  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1993
 SY1993                         *CURRENT SURVEY CONTROL
 SY1993  ___________________________________________________________________
 SY1993* NAD 83(1991)-  47 21 29.55734(N)    122 06 52.50102(W)     ADJUSTED  
 SY1993* NAVD 88     -       113.3    (meters)     372.     (feet)  VERTCON   
 SY1993  ___________________________________________________________________
 SY1993  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 SY1993  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SY1993
 SY1993  HORZ ORDER  -  SECOND
 SY1993
 SY1993.The horizontal coordinates were established by classical geodetic methods
 SY1993.and adjusted by the National Geodetic Survey in December 1991..
 SY1993
 SY1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1993
 SY1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1993
 SY1993.The geoid height was determined by GEOID03.
 SY1993
 SY1993;                    North         East     Units Scale Factor Converg.
 SY1993;SPC WA N     -    40,632.624   403,208.045   MT  1.00002946   -0 57 14.1
 SY1993;SPC WA N     -   133,308.87  1,322,858.39   sFT  1.00002946   -0 57 14.1
 SY1993;UTM  10      - 5,245,352.030   566,862.861   MT  0.99965494   +0 39 04.8
 SY1993
 SY1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1993!SPC WA N     -   0.99998580  x   1.00002946  =   1.00001526
 SY1993!UTM  10      -   0.99998580  x   0.99965494  =   0.99964075
 SY1993
 SY1993|---------------------------------------------------------------------|
 SY1993| PID    Reference Object                     Distance      Geod. Az  |
 SY1993|                                                           dddmmss.s |
 SY1993| SY1991 FN 131                              394.665 METERS 00926     |
 SY1993| SY1990 SN 1 4 COR SEC 25 36                165.526 METERS 09046     |
 SY1993| SY1987 FN 142 K CO 1972                    375.822 METERS 09155     |
 SY1993| SY1989 FN 87 K CO 1969                     225.227 METERS 09206     |
 SY1993| SY1994 FN 86 K CO 1969                     254.695 METERS 26906     |
 SY1993|---------------------------------------------------------------------|
 SY1993
 SY1993                          SUPERSEDED SURVEY CONTROL
 SY1993
 SY1993  NAD 83(1986)-  47 21 29.54916(N)    122 06 52.51191(W) AD(       ) 2
 SY1993  NAD 27      -  47 21 30.18437(N)    122 06 48.08766(W) AD(       ) 2
 SY1993  NGVD 29 (07/19/86)  112.2    (m)          368.     (f) VERT ANG       
 SY1993
 SY1993.Superseded values are not recommended for survey control.
 SY1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1993.See file dsdata.txt to determine how the superseded data were derived.
 SY1993
 SY1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6686345352(NAD 83)
 SY1993
 SY1993  HISTORY     - Date     Condition        Report By
 SY1993  HISTORY     - 1972     MONUMENTED       WA-033
 SY1993
 SY1993                          STATION DESCRIPTION
 SY1993
 SY1993'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1993'LOCATION--
 SY1993'
 SY1993'POINT IS ON KENT-KANGLY ROAD, (S.E. 272ND ST.) ABOUT 0.3 MILES
 SY1993'EAST OF STATE HIGHWAY 18 (ECHO LAKE RD.).  POINT IS 15 FT NORTH
 SY1993'OF THE CENTERLINE OF THE KENT-KANGLY RD. AND 48 FT EAST OF A
 SY1993'GRAVEL B.P.A. RIGHT OF WAY ROAD FOR THE TRANSMISSION LINES.  POINT
 SY1993'IS 54.4 FT N.E. OF A SPIKE IN A TEL. POLE AND 135 FT WEST OF A
 SY1993'SPIKE IN A POWER POLE.  THERE IS A REF. POST 8.7 FT NORTH OF
 SY1993'POINT.
 SY1993'
 SY1993'*THERE IS A CON. MON WITH A TACK IN LEAD 3.5 FT BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2263 ***********************************************************************
 SY2263  DESIGNATION -  FN 133 K CO 1972
 SY2263  PID         -  SY2263
 SY2263  STATE/COUNTY-  WA/KING
 SY2263  USGS QUAD   -  RENTON (1994)
 SY2263
 SY2263                         *CURRENT SURVEY CONTROL
 SY2263  ___________________________________________________________________
 SY2263* NAD 83(1991)-  47 24 57.16447(N)    122 11 12.54338(W)     ADJUSTED  
 SY2263* NAVD 88     -       150.1    (meters)     492.     (feet)  VERTCON   
 SY2263  ___________________________________________________________________
 SY2263  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 SY2263  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 SY2263
 SY2263  HORZ ORDER  -  SECOND
 SY2263
 SY2263.The horizontal coordinates were established by classical geodetic methods
 SY2263.and adjusted by the National Geodetic Survey in December 1991..
 SY2263
 SY2263.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2263
 SY2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2263
 SY2263.The geoid height was determined by GEOID03.
 SY2263
 SY2263;                    North         East     Units Scale Factor Converg.
 SY2263;SPC WA N     -    47,136.700   397,864.442   MT  1.00001675   -1 00 27.7
 SY2263;SPC WA N     -   154,647.66  1,305,326.92   sFT  1.00001675   -1 00 27.7
 SY2263;UTM  10      - 5,251,701.437   561,341.144   MT  0.99964624   +0 35 55.5
 SY2263
 SY2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2263!SPC WA N     -   0.99998006  x   1.00001675  =   0.99999681
 SY2263!UTM  10      -   0.99998006  x   0.99964624  =   0.99962630
 SY2263
 SY2263|---------------------------------------------------------------------|
 SY2263| PID    Reference Object                     Distance      Geod. Az  |
 SY2263|                                                           dddmmss.s |
 SY2263| SY2208 FN 134 K CO 1972                    117.347 METERS 09441     |
 SY2263| SY2262 SEC COR T22N 5 4 8 9                  7.714 METERS 12844     |
 SY2263| SY2214 FN 36 K CO 1969                     APPROX. 0.9 KM 1793107.4 |
 SY2263|---------------------------------------------------------------------|
 SY2263
 SY2263                          SUPERSEDED SURVEY CONTROL
 SY2263
 SY2263  NAD 83(1986)-  47 24 57.15710(N)    122 11 12.55320(W) AD(       ) 2
 SY2263  NAD 27      -  47 24 57.79549(N)    122 11 08.12102(W) AD(       ) 2
 SY2263  NGVD 29 (07/19/86)  149.0    (m)          489.     (f) VERT ANG       
 SY2263
 SY2263.Superseded values are not recommended for survey control.
 SY2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2263.See file dsdata.txt to determine how the superseded data were derived.
 SY2263
 SY2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6134151701(NAD 83)
 SY2263
 SY2263  HISTORY     - Date     Condition        Report By
 SY2263  HISTORY     - 1972     MONUMENTED       WA-033
 SY2263
 SY2263                          STATION DESCRIPTION
 SY2263
 SY2263'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2263'LOCATION--
 SY2263'
 SY2263'POINT IS LOCATED 17.0 FT NORTH OF CENTERLINE OF S.E. 208TH
 SY2263'ST. AND 15.0 FT WEST OF INTERSECTION OF 116TH AVE. S.E. AND
 SY2263'S.E. 208TH ST.
 SY2263'
 SY2263'POINT IS 15.4 FT S.E. OF A POWER POLE SPIKE (R.R.).
 SY2263'
 SY2263'POINT IS 84.2 FT WEST OF A FIRE HYDRANT CENTER BOLT.
 SY2263'
 SY2263'POINT IS 15.0 FT WEST OF CENTERLINE OF 116TH AVE. S.E.
 SY2263'
 SY2263'POINT IS 17.0 FT NORTH OF CENTERLINE OF S.E. 208TH ST.
 SY2263'
 SY2263'POINT IS 5.0 FT SOUTH OF A REF. POST.
 SY2263'
 SY2263'POINT IS 66.0 FT N.W. OF A SPIKE IN A TEL. POLE UP 4 FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2208 ***********************************************************************
 SY2208  DESIGNATION -  FN 134 K CO 1972
 SY2208  PID         -  SY2208
 SY2208  STATE/COUNTY-  WA/KING
 SY2208  USGS QUAD   -  RENTON (1994)
 SY2208
 SY2208                         *CURRENT SURVEY CONTROL
 SY2208  ___________________________________________________________________
 SY2208* NAD 83(1991)-  47 24 56.85407(N)    122 11 06.96404(W)     ADJUSTED  
 SY2208* NAVD 88     -       140.8    (meters)     462.     (feet)  VERTCON   
 SY2208  ___________________________________________________________________
 SY2208  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 SY2208  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 SY2208
 SY2208  HORZ ORDER  -  SECOND
 SY2208
 SY2208.The horizontal coordinates were established by classical geodetic methods
 SY2208.and adjusted by the National Geodetic Survey in December 1991..
 SY2208
 SY2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2208
 SY2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2208
 SY2208.The geoid height was determined by GEOID03.
 SY2208
 SY2208;                    North         East     Units Scale Factor Converg.
 SY2208;SPC WA N     -    47,125.060   397,981.212   MT  1.00001677   -1 00 23.6
 SY2208;SPC WA N     -   154,609.47  1,305,710.03   sFT  1.00001677   -1 00 23.6
 SY2208;UTM  10      - 5,251,693.077   561,458.152   MT  0.99964642   +0 35 59.6
 SY2208
 SY2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2208!SPC WA N     -   0.99998151  x   1.00001677  =   0.99999828
 SY2208!UTM  10      -   0.99998151  x   0.99964642  =   0.99962794
 SY2208
 SY2208|---------------------------------------------------------------------|
 SY2208| PID    Reference Object                     Distance      Geod. Az  |
 SY2208|                                                           dddmmss.s |
 SY2208| SY2262 SEC COR T22N 5 4 8 9                111.040 METERS 27227     |
 SY2208| SY2263 FN 133 K CO 1972                    117.347 METERS 27441     |
 SY2208| SY2145 RENTON DIST 58 TANK NO 2            APPROX. 2.0 KM 3535420.0 |
 SY2208|---------------------------------------------------------------------|
 SY2208
 SY2208                          SUPERSEDED SURVEY CONTROL
 SY2208
 SY2208  NAD 83(1986)-  47 24 56.84670(N)    122 11 06.97394(W) AD(       ) 2
 SY2208  NAD 27      -  47 24 57.48506(N)    122 11 02.54185(W) AD(       ) 2
 SY2208  NGVD 29 (07/19/86)  139.7    (m)          458.     (f) VERT ANG       
 SY2208
 SY2208.Superseded values are not recommended for survey control.
 SY2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2208.See file dsdata.txt to determine how the superseded data were derived.
 SY2208
 SY2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6145851693(NAD 83)
 SY2208
 SY2208  HISTORY     - Date     Condition        Report By
 SY2208  HISTORY     - 1972     MONUMENTED       WA-033
 SY2208
 SY2208                          STATION DESCRIPTION
 SY2208
 SY2208'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2208'LOCATION--
 SY2208'
 SY2208'POINT IS LOCATED 15.0 FT SOUTH OF CENTERLINE OF S.E. 208TH
 SY2208'ST. AND APPROX. 300 FT EAST OF 116TH AVE. S.E. POINT IS 51.6 FT
 SY2208'S.W. OF A SPIKE IN A POWER POLE.  POINT IS 51.4 FT WEST OF A SPIKE
 SY2208'ON A POWER POLE.  POINT IS ALSO 196 FT WEST OF AN ENTRANCE
 SY2208'CENTERLINE TO HIDDEN VILLA APTS.  POINT IS 4.9 FT SOUTH OF
 SY2208'REF. POST.
 SY2208'
 SY2208'*THERE IS A CON. MON. WITH A TACK IN LEAD 3.5 FT BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2193 ***********************************************************************
 SY2193  DESIGNATION -  FN 135 K CO 1972
 SY2193  PID         -  SY2193
 SY2193  STATE/COUNTY-  WA/KING
 SY2193  USGS QUAD   -  RENTON (1994)
 SY2193
 SY2193                         *CURRENT SURVEY CONTROL
 SY2193  ___________________________________________________________________
 SY2193* NAD 83(1991)-  47 24 57.42829(N)    122 10 32.97129(W)     ADJUSTED  
 SY2193* NAVD 88     -       156.3    (meters)     513.     (feet)  VERTCON   
 SY2193  ___________________________________________________________________
 SY2193  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 SY2193  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY2193
 SY2193  HORZ ORDER  -  SECOND
 SY2193
 SY2193.The horizontal coordinates were established by classical geodetic methods
 SY2193.and adjusted by the National Geodetic Survey in December 1991..
 SY2193
 SY2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2193
 SY2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2193
 SY2193.The geoid height was determined by GEOID03.
 SY2193
 SY2193;                    North         East     Units Scale Factor Converg.
 SY2193;SPC WA N     -    47,130.317   398,693.988   MT  1.00001674   -0 59 58.2
 SY2193;SPC WA N     -   154,626.72  1,308,048.53   sFT  1.00001674   -0 59 58.2
 SY2193;UTM  10      - 5,251,718.305   562,170.236   MT  0.99964750   +0 36 24.6
 SY2193
 SY2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2193!SPC WA N     -   0.99997908  x   1.00001674  =   0.99999582
 SY2193!UTM  10      -   0.99997908  x   0.99964750  =   0.99962659
 SY2193
 SY2193|---------------------------------------------------------------------|
 SY2193| PID    Reference Object                     Distance      Geod. Az  |
 SY2193|                                                           dddmmss.s |
 SY2193| SY2186 FN 145 K CO 1975                    277.743 METERS 09327     |
 SY2193| SY2194 SN 1 4 CORSEC T22N 4 9               19.305 METERS 22607     |
 SY2193| SY2263 FN 133 K CO 1972                    APPROX. 0.8 KM 2692628.7 |
 SY2193|---------------------------------------------------------------------|
 SY2193
 SY2193                          SUPERSEDED SURVEY CONTROL
 SY2193
 SY2193  NAD 83(1986)-  47 24 57.42083(N)    122 10 32.98120(W) AD(       ) 2
 SY2193  NAD 27      -  47 24 58.05906(N)    122 10 28.55005(W) AD(       ) 2
 SY2193  NGVD 29 (07/19/86)  155.2    (m)          509.     (f) VERT ANG       
 SY2193
 SY2193.Superseded values are not recommended for survey control.
 SY2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2193.See file dsdata.txt to determine how the superseded data were derived.
 SY2193
 SY2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6217051718(NAD 83)
 SY2193
 SY2193  HISTORY     - Date     Condition        Report By
 SY2193  HISTORY     - 1972     MONUMENTED       WA-033
 SY2193
 SY2193                          STATION DESCRIPTION
 SY2193
 SY2193'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2193'LOCATION--
 SY2193'
 SY2193'POINT IS LOCATED 43.0 FT NORTH OF THE CENTERLINE OF S.E. 208TH
 SY2193'ST. AND 46.0 FT EAST OF CENTERLINE OF 124TH AVE. S.E.
 SY2193'
 SY2193'POINT IS EAST 78.7 FT OF A SPIKE IN POWER POLE UP 2 FT.
 SY2193'
 SY2193'POINT IS N.N.W. 84.8 FT OF A SPIKE IN POWER POLE UP 3 FT.
 SY2193'
 SY2193'POINT IS EAST 10.5 FT OF A FIRE HYDRANT CENTER BOLT.
 SY2193'
 SY2193'POINT IS WEST 59.5 OF A 10 IN FIR TREE WITH SPIKE UP 3.0 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2204 ***********************************************************************
 SY2204  DESIGNATION -  FN 136 K CO
 SY2204  PID         -  SY2204
 SY2204  STATE/COUNTY-  WA/KING
 SY2204  USGS QUAD   -  RENTON (1994)
 SY2204
 SY2204                         *CURRENT SURVEY CONTROL
 SY2204  ___________________________________________________________________
 SY2204* NAD 83(1991)-  47 23 12.73034(N)    122 10 54.62836(W)     ADJUSTED  
 SY2204* NAVD 88     -       138.64   (+/-2cm)     454.9    (feet)  VERTCON   
 SY2204  ___________________________________________________________________
 SY2204  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 SY2204  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SY2204
 SY2204  HORZ ORDER  -  SECOND
 SY2204  VERT ORDER  -  THIRD ? (See Below)
 SY2204
 SY2204.The horizontal coordinates were established by classical geodetic methods
 SY2204.and adjusted by the National Geodetic Survey in December 1991..
 SY2204
 SY2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2204.The vertical order pertains to the NGVD 29 superseded value.
 SY2204
 SY2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2204
 SY2204.The geoid height was determined by GEOID03.
 SY2204
 SY2204;                    North         East     Units Scale Factor Converg.
 SY2204;SPC WA N     -    43,905.303   398,183.414   MT  1.00002302   -1 00 14.4
 SY2204;SPC WA N     -   144,045.98  1,306,373.42   sFT  1.00002302   -1 00 14.4
 SY2204;UTM  10      - 5,248,481.454   561,750.419   MT  0.99964686   +0 36 07.7
 SY2204
 SY2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2204!SPC WA N     -   0.99998184  x   1.00002302  =   1.00000486
 SY2204!UTM  10      -   0.99998184  x   0.99964686  =   0.99962871
 SY2204
 SY2204|---------------------------------------------------------------------|
 SY2204| PID    Reference Object                     Distance      Geod. Az  |
 SY2204|                                                           dddmmss.s |
 SY2204| SY2195 FN 23 K CO 1969                     371.529 METERS 09000     |
 SY2204| SY2150 KENT MUN STANDPIPE                  APPROX. 0.7 KM 3011519.6 |
 SY2204|---------------------------------------------------------------------|
 SY2204
 SY2204                          SUPERSEDED SURVEY CONTROL
 SY2204
 SY2204  NAD 83(1986)-  47 23 12.72269(N)    122 10 54.63881(W) AD(       ) 2
 SY2204  NAD 27      -  47 23 13.36070(N)    122 10 50.20818(W) AD(       ) 2
 SY2204  NGVD 29 (07/19/86)  137.55   (m)          451.3    (f) LEVELING    3  
 SY2204
 SY2204.Superseded values are not recommended for survey control.
 SY2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2204.See file dsdata.txt to determine how the superseded data were derived.
 SY2204
 SY2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6175048481(NAD 83)
 SY2204_MARKER: DD = SURVEY DISK
 SY2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2204_STAMPING: FN 136 1972
 SY2204_MARK LOGO: WA-033
 SY2204_PROJECTION: FLUSH
 SY2204_MAGNETIC: N = NO MAGNETIC MATERIAL
 SY2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY2204+STABILITY: SURFACE MOTION
 SY2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SY2204+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1984
 SY2204
 SY2204  HISTORY     - Date     Condition        Report By
 SY2204  HISTORY     - 1972     MONUMENTED       WA-033
 SY2204  HISTORY     - 19840612 GOOD             NGS
 SY2204
 SY2204                          STATION DESCRIPTION
 SY2204
 SY2204'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2204'LOCATION--
 SY2204'
 SY2204'POINT IS LOCATED ON SOUTH SHOULDER OF S.E. 240TH ST.  POINT IS
 SY2204'85.2 FT S.W. OF A SPIKE IN A POWER POLE UP 4.0 FT.
 SY2204'
 SY2204'POINT IS 29 FT W.N.W. OF A SPIKE IN A TEL. POLE UP 4.0 FT
 SY2204'
 SY2204'POINT IS 3.8 FT NORTH OF A REF. POST.
 SY2204'
 SY2204'POINT IS 16.5 FT SOUTH OF CENTERLINE OF S.E. 240TH ST.
 SY2204'
 SY2204'POINT IS 114.0 FT WEST OF CENTERLINE OF 120TH AVE. S.E.
 SY2204'
 SY2204'POINT IS APPROX. 2 MILES EAST OF KENT.
 SY2204'
 SY2204'*THERE IS A CON. MON. WITH A TACK IN LEAD 3.5 FT BELOW THE SURFACE.
 SY2204
 SY2204                          STATION RECOVERY (1984)
 SY2204
 SY2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (DAW)
 SY2204'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTH OF RENTON, 3.2 KM
 SY2204'(2.00 MI) NORTH EAST OF KENT AND ON ROAD RIGHT-OF-WAY. TO REACH FROM
 SY2204'THE JUNCTION OF STATE ROUTES 515 AND 516 IN KENT, GO NORTH ON STATE
 SY2204'ROUTE 515 FOR 1.61 KM (1.00 MI) TO A CROSS ROAD.  TURN RIGHT AND GO
 SY2204'EAST ON SOUTHEAST 240TH STREEET FOR 1.53 KM (0.95 MI) TO THE STAION ON
 SY2204'THE RIGHT, JUST BEFORE REACHING THE INTERSECTION OF 120TH AVENUE
 SY2204'SOUTHEAST. THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 SY2204'THAT IS 0.15 M (0.49 FT) IN DIAMETER AND IS RECESSED 0.15 M (0.49 FT)
 SY2204'BELOW THE SHOULDER OF THE ROAD. IT IS 34.8 M (114.2 FT) WEST OF THE
 SY2204'CENTER OF 120TH AVENUE SOUTHEAST, 5.0 M (16.4 FT) SOUTH OF THE CENTER
 SY2204'OF SOUTHEAST 240TH STREET AND 1.5 M (4.9 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2218 ***********************************************************************
 SY2218  DESIGNATION -  FN 137 K CO 1972
 SY2218  PID         -  SY2218
 SY2218  STATE/COUNTY-  WA/KING
 SY2218  USGS QUAD   -  RENTON (1994)
 SY2218
 SY2218                         *CURRENT SURVEY CONTROL
 SY2218  ___________________________________________________________________
 SY2218* NAD 83(1991)-  47 23 29.09522(N)    122 11 12.67111(W)     ADJUSTED  
 SY2218* NAVD 88     -       144.28   (+/-2cm)     473.4    (feet)  VERTCON   
 SY2218  ___________________________________________________________________
 SY2218  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 SY2218  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 SY2218
 SY2218  HORZ ORDER  -  SECOND
 SY2218  VERT ORDER  -  THIRD ? (See Below)
 SY2218
 SY2218.The horizontal coordinates were established by classical geodetic methods
 SY2218.and adjusted by the National Geodetic Survey in December 1991..
 SY2218
 SY2218.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2218.The vertical order pertains to the NGVD 29 superseded value.
 SY2218
 SY2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2218
 SY2218.The geoid height was determined by GEOID03.
 SY2218
 SY2218;                    North         East     Units Scale Factor Converg.
 SY2218;SPC WA N     -    44,417.275   397,813.929   MT  1.00002202   -1 00 27.8
 SY2218;SPC WA N     -   145,725.68  1,305,161.20   sFT  1.00002202   -1 00 27.8
 SY2218;UTM  10      - 5,248,982.679   561,366.873   MT  0.99964628   +0 35 54.6
 SY2218
 SY2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2218!SPC WA N     -   0.99998096  x   1.00002202  =   1.00000298
 SY2218!UTM  10      -   0.99998096  x   0.99964628  =   0.99962725
 SY2218
 SY2218:                Primary Azimuth Mark                     Grid Az
 SY2218:SPC WA N     -  FN 37 B K CO                             001 08 39.1
 SY2218:UTM  10      -  FN 37 B K CO                             359 32 16.7
 SY2218
 SY2218|---------------------------------------------------------------------|
 SY2218| PID    Reference Object                     Distance      Geod. Az  |
 SY2218|                                                           dddmmss.s |
 SY2218| SY2216 FN 37 B K CO                        APPROX. 0.9 KM 0000811.3 |
 SY2218| SY2212 FN 38 K CO 1969                     APPROX. 0.5 KM 0011204.2 |
 SY2218| SY2215 FN 39 K CO 1969                     277.272 METERS 17801     |
 SY2218|---------------------------------------------------------------------|
 SY2218
 SY2218                          SUPERSEDED SURVEY CONTROL
 SY2218
 SY2218  NAD 83(1986)-  47 23 29.08760(N)    122 11 12.68151(W) AD(       ) 2
 SY2218  NAD 27      -  47 23 29.72583(N)    122 11 08.24990(W) AD(       ) 2
 SY2218  NGVD 29 (07/19/86)  143.19   (m)          469.8    (f) LEVELING    3  
 SY2218
 SY2218.Superseded values are not recommended for survey control.
 SY2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2218.See file dsdata.txt to determine how the superseded data were derived.
 SY2218
 SY2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6136748983(NAD 83)
 SY2218
 SY2218  HISTORY     - Date     Condition        Report By
 SY2218  HISTORY     - 1972     MONUMENTED       WA-033
 SY2218
 SY2218                          STATION DESCRIPTION
 SY2218
 SY2218'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2218'LOCATION--
 SY2218'
 SY2218'POINT IS LOCATED ON THE BACK OF CONCRETE CURB ON THE WEST SIDE OF
 SY2218'116TH AVE. S.E. AND APPROX. 300 FT SOUTH OF S.E. 234TH ST.  POINT
 SY2218'IS 18.0 FT WEST OF CENTERLINE OF 116TH AVE. S.E.
 SY2218'
 SY2218'POINT IS 124.1 FT SOUTH OF CENTERLINE OF S.E. 235TH ST.
 SY2218'
 SY2218'POINT IS 44.0 FT WEST OF A SPIKE IN A POWER POLE.
 SY2218'
 SY2218'POINT IS 115 FT NORTH OF A DRIVEWAY CENTERLINE.
 SY2218'
 SY2218'POINT IS 107.5 FT N.E. OF A SPIKE IN A FENCE POST. (SOUTHERN
 SY2218'MOST POST)
 SY2218'
 SY2218'POINT IS 11.0 FT NORTH OF AN ALUM. CULVERT.
 SY2218'
 SY2218'POINT IS 2.5 MILES APPROX. N.E. OF KENT.
 SY2218'
 SY2218'*THERE IS A CON. MON. BURIED 3.0 FT BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2031 ***********************************************************************
 SY2031  DESIGNATION -  FN 138
 SY2031  PID         -  SY2031
 SY2031  STATE/COUNTY-  WA/KING
 SY2031  USGS QUAD   -  AUBURN (1994)
 SY2031
 SY2031                         *CURRENT SURVEY CONTROL
 SY2031  ___________________________________________________________________
 SY2031* NAD 83(1991)-  47 20 37.00511(N)    122 08 58.53420(W)     ADJUSTED  
 SY2031* NAVD 88     -       127.8    (meters)     419.     (feet)  VERTCON   
 SY2031  ___________________________________________________________________
 SY2031  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 SY2031  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 SY2031
 SY2031  HORZ ORDER  -  SECOND
 SY2031
 SY2031.The horizontal coordinates were established by classical geodetic methods
 SY2031.and adjusted by the National Geodetic Survey in December 1991..
 SY2031
 SY2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2031
 SY2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2031
 SY2031.The geoid height was determined by GEOID03.
 SY2031
 SY2031;                    North         East     Units Scale Factor Converg.
 SY2031;SPC WA N     -    39,054.491   400,535.773   MT  1.00003284   -0 58 47.9
 SY2031;SPC WA N     -   128,131.28  1,314,091.12   sFT  1.00003284   -0 58 47.9
 SY2031;UTM  10      - 5,243,700.278   564,236.842   MT  0.99965071   +0 37 31.6
 SY2031
 SY2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2031!SPC WA N     -   0.99998353  x   1.00003284  =   1.00001637
 SY2031!UTM  10      -   0.99998353  x   0.99965071  =   0.99963425
 SY2031
 SY2031|---------------------------------------------------------------------|
 SY2031| PID    Reference Object                     Distance      Geod. Az  |
 SY2031|                                                           dddmmss.s |
 SY2031| SY2030 GN 15 K CO 1969                      23.748 METERS 13033     |
 SY2031| SY2017 PLEMMONS                            APPROX. 1.8 KM 2630008.9 |
 SY2031|---------------------------------------------------------------------|
 SY2031
 SY2031                          SUPERSEDED SURVEY CONTROL
 SY2031
 SY2031  NAD 83(1986)-  47 20 36.99726(N)    122 08 58.54566(W) AD(       ) 2
 SY2031  NAD 27      -  47 20 37.63332(N)    122 08 54.12032(W) AD(       ) 2
 SY2031  NGVD 29 (07/19/86)  126.7    (m)          416.     (f) VERT ANG       
 SY2031
 SY2031.Superseded values are not recommended for survey control.
 SY2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2031.See file dsdata.txt to determine how the superseded data were derived.
 SY2031
 SY2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6423743700(NAD 83)
 SY2031
 SY2031  HISTORY     - Date     Condition        Report By
 SY2031  HISTORY     - 1972     MONUMENTED       WA-033
 SY2031
 SY2031                          STATION DESCRIPTION
 SY2031
 SY2031'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2031'LOCATION--
 SY2031'
 SY2031'POINT IS LOCATED NEAR THE INTERSECTION OF S.E. 288TH AND 144TH
 SY2031'AVE. S.E. ABOUT 1.0 MILES SOUTH OF THE KENT-KANGLY RD. REF. POST
 SY2031'11.0 FT WEST.
 SY2031'
 SY2031'POINT IS 42.0 FT NORTH OF THE CENTERLINE OF S.E. 288TH ST.
 SY2031'
 SY2031'POINT IS 13.0 FT WEST OF THE CENTERLINE OF 144TH AVE. S.E.
 SY2031'
 SY2031'POINT IS 62.5 FT NORTH OF A NAIL SPIKE IN POWER POLE.
 SY2031'
 SY2031'POINT IS 43.6 FT W.N.W. OF A NAIL SPIKE IN TEL. POLE.
 SY2031'
 SY2031'POINT IS APPROX. 4 MILES SE OF KENT.
 SY2031'
 SY2031'*THERE IS A CON. MON. 3.5 FT BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2052 ***********************************************************************
 SY2052  DESIGNATION -  FN 139
 SY2052  PID         -  SY2052
 SY2052  STATE/COUNTY-  WA/KING
 SY2052  USGS QUAD   -  AUBURN (1994)
 SY2052
 SY2052                         *CURRENT SURVEY CONTROL
 SY2052  ___________________________________________________________________
 SY2052* NAD 83(1991)-  47 20 36.63933(N)    122 11 02.74458(W)     ADJUSTED  
 SY2052* NAVD 88     -       133.4    (meters)     438.     (feet)  VERTCON   
 SY2052  ___________________________________________________________________
 SY2052  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 SY2052  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 SY2052
 SY2052  HORZ ORDER  -  SECOND
 SY2052
 SY2052.The horizontal coordinates were established by classical geodetic methods
 SY2052.and adjusted by the National Geodetic Survey in December 1991..
 SY2052
 SY2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2052
 SY2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2052
 SY2052.The geoid height was determined by GEOID03.
 SY2052
 SY2052;                    North         East     Units Scale Factor Converg.
 SY2052;SPC WA N     -    39,088.374   397,928.600   MT  1.00003286   -1 00 20.4
 SY2052;SPC WA N     -   128,242.44  1,305,537.42   sFT  1.00003286   -1 00 20.4
 SY2052;UTM  10      - 5,243,661.113   561,630.746   MT  0.99964668   +0 36 00.2
 SY2052
 SY2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2052!SPC WA N     -   0.99998266  x   1.00003286  =   1.00001552
 SY2052!UTM  10      -   0.99998266  x   0.99964668  =   0.99962934
 SY2052
 SY2052:                Primary Azimuth Mark                     Grid Az
 SY2052:SPC WA N     -  PLEMMONS                                 105 11 42.4
 SY2052:UTM  10      -  PLEMMONS                                 103 35 21.8
 SY2052
 SY2052|---------------------------------------------------------------------|
 SY2052| PID    Reference Object                     Distance      Geod. Az  |
 SY2052|                                                           dddmmss.s |
 SY2052| SY2017 PLEMMONS                            APPROX. 0.8 KM 1041122.0 |
 SY2052|---------------------------------------------------------------------|
 SY2052
 SY2052                          SUPERSEDED SURVEY CONTROL
 SY2052
 SY2052  NAD 83(1986)-  47 20 36.63180(N)    122 11 02.75598(W) AD(       ) 2
 SY2052  NAD 27      -  47 20 37.26866(N)    122 10 58.32717(W) AD(       ) 2
 SY2052  NGVD 29 (07/19/86)  132.3    (m)          434.     (f) VERT ANG       
 SY2052
 SY2052.Superseded values are not recommended for survey control.
 SY2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2052.See file dsdata.txt to determine how the superseded data were derived.
 SY2052
 SY2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6163143661(NAD 83)
 SY2052
 SY2052  HISTORY     - Date     Condition        Report By
 SY2052  HISTORY     - 1972     MONUMENTED       WA-033
 SY2052
 SY2052                          STATION DESCRIPTION
 SY2052
 SY2052'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY2052'LOCATION--
 SY2052'
 SY2052'THIS POINT IS LOCATED AT INTERSECTION OF S.E. 288TH AND 118TH
 SY2052'AVE. S.E. EAST OF KENT APPROX. 3.5 MILES.  POINT IS 10 FT SOUTH
 SY2052'OF THE CENTERLINE OF S.E. 288TH.
 SY2052'
 SY2052'POINT IS 34.6 FT S.W. OF A SPIKE IN A POWER POLE.
 SY2052'
 SY2052'POINT IS 23.6 FT WEST OF A SPIKE IN A GUY POLE.
 SY2052'
 SY2052'POINT IS 3 FT N.W. OF A REF. POST.
 SY2052'
 SY2052'POINT IS 2.7 FT NORTH OF A BARBWIRE FENCE.
 SY2052'
 SY2052'*THERE IS A CON. MON. 3.5 FT BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2164 ***********************************************************************
 SY2164  DESIGNATION -  FN 14 K CO 1969
 SY2164  PID         -  SY2164
 SY2164  STATE/COUNTY-  WA/KING
 SY2164  USGS QUAD   -  RENTON (1994)
 SY2164
 SY2164                         *CURRENT SURVEY CONTROL
 SY2164  ___________________________________________________________________
 SY2164* NAD 83(1991)-  47 24 31.15010(N)    122 09 05.27356(W)     ADJUSTED  
 SY2164* NAVD 88     -       163.0    (meters)     535.     (feet)  VERTCON   
 SY2164  ___________________________________________________________________
 SY2164  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 SY2164  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SY2164
 SY2164  HORZ ORDER  -  SECOND
 SY2164
 SY2164.The horizontal coordinates were established by classical geodetic methods
 SY2164.and adjusted by the National Geodetic Survey in December 1991..
 SY2164
 SY2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2164
 SY2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2164
 SY2164.The geoid height was determined by GEOID03.
 SY2164
 SY2164;                    North         East     Units Scale Factor Converg.
 SY2164;SPC WA N     -    46,287.095   400,518.177   MT  1.00001829   -0 58 53.0
 SY2164;SPC WA N     -   151,860.24  1,314,033.39   sFT  1.00001829   -0 58 53.0
 SY2164;UTM  10      - 5,250,926.838   564,016.663   MT  0.99965036   +0 37 29.0
 SY2164
 SY2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2164!SPC WA N     -   0.99997803  x   1.00001829  =   0.99999632
 SY2164!UTM  10      -   0.99997803  x   0.99965036  =   0.99962840
 SY2164
 SY2164:                Primary Azimuth Mark                     Grid Az
 SY2164:SPC WA N     -  SPOON C                                  228 17 46.0
 SY2164:UTM  10      -  SPOON C                                  226 41 24.0
 SY2164
 SY2164|---------------------------------------------------------------------|
 SY2164| PID    Reference Object                     Distance      Geod. Az  |
 SY2164|                                                           dddmmss.s |
 SY2164| SY2095 SPOON C                             APPROX. 1.3 KM 2271853.0 |
 SY2164|---------------------------------------------------------------------|
 SY2164
 SY2164                          SUPERSEDED SURVEY CONTROL
 SY2164
 SY2164  NAD 83(1986)-  47 24 31.14221(N)    122 09 05.28353(W) AD(       ) 2
 SY2164  NAD 27      -  47 24 31.77988(N)    122 09 00.85443(W) AD(       ) 2
 SY2164  NGVD 29 (07/19/86)  161.9    (m)          531.     (f) VERT ANG       
 SY2164
 SY2164.Superseded values are not recommended for survey control.
 SY2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2164.See file dsdata.txt to determine how the superseded data were derived.
 SY2164
 SY2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6401750927(NAD 83)
 SY2164
 SY2164  HISTORY     - Date     Condition        Report By
 SY2164  HISTORY     - 1969     MONUMENTED       WA-033
 SY2164
 SY2164                          STATION DESCRIPTION
 SY2164
 SY2164'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2164'LOCATION--
 SY2164'
 SY2164'THIS POINT IS APPROX. 0.3 MILE WEST OF THE INTERSECTION OF 148TH
 SY2164'S.E. AND S.E. 216TH.
 SY2164'
 SY2164'POINT IS 87.3 FT N/W FROM THE N/W CORNER OF A YELLOW AND BROWN
 SY2164'HOUSE.
 SY2164'
 SY2164'POINT IS 17.7 FT N/W OF A FIN. NAIL IN A FENCE POST
 SY2164'
 SY2164'POINT IS 12.3 FT S/W OF A FIN. NAIL IN A FENCE POST
 SY2164'
 SY2164'POINT IS 4.2 FT SOUTH OF A KING COUNTY REF. POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2051 ***********************************************************************
 SY2051  DESIGNATION -  FN 140 K CO 1973
 SY2051  PID         -  SY2051
 SY2051  STATE/COUNTY-  WA/KING
 SY2051  USGS QUAD   -  AUBURN (1994)
 SY2051
 SY2051                         *CURRENT SURVEY CONTROL
 SY2051  ___________________________________________________________________
 SY2051* NAD 83(1991)-  47 21 02.24716(N)    122 11 02.53230(W)     ADJUSTED  
 SY2051* NAVD 88     -       140.3    (meters)     460.     (feet)  VERTCON   
 SY2051  ___________________________________________________________________
 SY2051  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 SY2051  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 SY2051
 SY2051  HORZ ORDER  -  SECOND
 SY2051
 SY2051.The horizontal coordinates were established by classical geodetic methods
 SY2051.and adjusted by the National Geodetic Survey in December 1991..
 SY2051
 SY2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2051
 SY2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2051
 SY2051.The geoid height was determined by GEOID03.
 SY2051
 SY2051;                    North         East     Units Scale Factor Converg.
 SY2051;SPC WA N     -    39,879.038   397,946.936   MT  1.00003121   -1 00 20.3
 SY2051;SPC WA N     -   130,836.48  1,305,597.57   sFT  1.00003121   -1 00 20.3
 SY2051;UTM  10      - 5,244,451.675   561,626.919   MT  0.99964667   +0 36 00.6
 SY2051
 SY2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2051!SPC WA N     -   0.99998158  x   1.00003121  =   1.00001279
 SY2051!UTM  10      -   0.99998158  x   0.99964667  =   0.99962825
 SY2051
 SY2051                          SUPERSEDED SURVEY CONTROL
 SY2051
 SY2051  NAD 83(1986)-  47 21 02.23963(N)    122 11 02.54356(W) AD(       ) 2
 SY2051  NAD 27      -  47 21 02.87656(N)    122 10 58.11442(W) AD(       ) 2
 SY2051  NGVD 29 (07/19/86)  139.2    (m)          457.     (f) VERT ANG       
 SY2051
 SY2051.Superseded values are not recommended for survey control.
 SY2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2051.See file dsdata.txt to determine how the superseded data were derived.
 SY2051
 SY2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6162744452(NAD 83)
 SY2051
 SY2051  HISTORY     - Date     Condition        Report By
 SY2051  HISTORY     - 1973     MONUMENTED       WA-033
 SY2051
 SY2051                          STATION DESCRIPTION
 SY2051
 SY2051'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY2051'LOCATION --
 SY2051'
 SY2051'POINT IS LOCATED ON EAST SIDE (GRASSY AREA) OF 118TH AVE. S.E.,
 SY2051'APPROX. 0.2 MILES SOUTH OF S.E. 277TH PL. POINT IS KIDDY CORNER
 SY2051'FROM THE S.E. CORNER OF PINE TREE ELEM. SCHOOL PLAYGROUND.
 SY2051'
 SY2051'POINT IS 20 FT EAST OF CENTERLINE OF 118TH AVE. S.E.
 SY2051'
 SY2051'POINT IS 18 FT SOUTH OF CENTERLINE OF GRAVEL DRIVEWAY.
 SY2051'
 SY2051'POINT IS 6.9 FT S.W. OF A SPIKE IN A UTILITY POLE.
 SY2051'
 SY2051'POINT IS 85.1 FT S.E. OF NORTH END OF BACKSTOP.
 SY2051'
 SY2051'NO SUB SURFACE MON. OR REF. POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1985 ***********************************************************************
 SY1985  DESIGNATION -  FN 141 K CO 1972
 SY1985  PID         -  SY1985
 SY1985  STATE/COUNTY-  WA/KING
 SY1985  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1985
 SY1985                         *CURRENT SURVEY CONTROL
 SY1985  ___________________________________________________________________
 SY1985* NAD 83(1991)-  47 21 43.55424(N)    122 06 23.96910(W)     ADJUSTED  
 SY1985* NAVD 88     -       113.8    (meters)     373.     (feet)  VERTCON   
 SY1985  ___________________________________________________________________
 SY1985  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 SY1985  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY1985
 SY1985  HORZ ORDER  -  SECOND
 SY1985
 SY1985.The horizontal coordinates were established by classical geodetic methods
 SY1985.and adjusted by the National Geodetic Survey in December 1991..
 SY1985
 SY1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1985
 SY1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1985
 SY1985.The geoid height was determined by GEOID03.
 SY1985
 SY1985;                    North         East     Units Scale Factor Converg.
 SY1985;SPC WA N     -    41,054.903   403,813.876   MT  1.00002858   -0 56 52.9
 SY1985;SPC WA N     -   134,694.29  1,324,846.02   sFT  1.00002858   -0 56 52.9
 SY1985;UTM  10      - 5,245,790.950   567,456.403   MT  0.99965592   +0 39 26.0
 SY1985
 SY1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1985!SPC WA N     -   0.99998572  x   1.00002858  =   1.00001430
 SY1985!UTM  10      -   0.99998572  x   0.99965592  =   0.99964165
 SY1985
 SY1985:                Primary Azimuth Mark                     Grid Az
 SY1985:SPC WA N     -  SUMMIT DIST 105 STANDPIPE NO 2           075 07 15.9
 SY1985:UTM  10      -  SUMMIT DIST 105 STANDPIPE NO 2           073 30 57.0
 SY1985
 SY1985|---------------------------------------------------------------------|
 SY1985| PID    Reference Object                     Distance      Geod. Az  |
 SY1985|                                                           dddmmss.s |
 SY1985| SY1952 SUMMIT DIST 105 STANDPIPE NO 2      APPROX. 3.0 KM 0741023.0 |
 SY1985| SY1951 LARSON                              APPROX. 3.1 KM 0742152.2 |
 SY1985| SY1973 180TH ST PLAT MON                   352.000 METERS 08854     |
 SY1985| SY1987 FN 142 K CO 1972                    497.640 METERS 2063823.8 |
 SY1985|---------------------------------------------------------------------|
 SY1985
 SY1985                          SUPERSEDED SURVEY CONTROL
 SY1985
 SY1985  NAD 83(1986)-  47 21 43.54602(N)    122 06 23.97983(W) AD(       ) 2
 SY1985  NAD 27      -  47 21 44.18140(N)    122 06 19.55602(W) AD(       ) 2
 SY1985  NGVD 29 (07/19/86)  112.7    (m)          370.     (f) VERT ANG       
 SY1985
 SY1985.Superseded values are not recommended for survey control.
 SY1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1985.See file dsdata.txt to determine how the superseded data were derived.
 SY1985
 SY1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6745645791(NAD 83)
 SY1985
 SY1985  HISTORY     - Date     Condition        Report By
 SY1985  HISTORY     - 1972     MONUMENTED       WA-033
 SY1985  HISTORY     - 1987     GOOD             USPSQD
 SY1985
 SY1985                          STATION DESCRIPTION
 SY1985
 SY1985'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1985'LOCATION --
 SY1985'
 SY1985'STATION SET FLUSH IN LAWN, APPROX. 24 FT SOUTH AND 38 FT WEST
 SY1985'OF INTERSECTION OF S.E. 267TH PL. AND 176TH PL. S.E.
 SY1985'
 SY1985'POINT IS 38.6 FT N.N.E. OF N.W. CORNER HOUSE 17615. POINT
 SY1985'IS 57.0 FT W.N.W. OF N.E. CORNER HOUSE 17615.
 SY1985'
 SY1985'*THERE IS A CON. MON. 3 FT BELOW THE SURFACE.
 SY1985
 SY1985                          STATION RECOVERY (1987)
 SY1985
 SY1985'RECOVERY NOTE BY US POWER SQUADRON 1987 (PCL)
 SY1985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1987 ***********************************************************************
 SY1987  DESIGNATION -  FN 142 K CO 1972
 SY1987  PID         -  SY1987
 SY1987  STATE/COUNTY-  WA/KING
 SY1987  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1987
 SY1987                         *CURRENT SURVEY CONTROL
 SY1987  ___________________________________________________________________
 SY1987* NAD 83(1991)-  47 21 29.15087(N)    122 06 34.60202(W)     ADJUSTED  
 SY1987* NAVD 88     -       111.9    (meters)     367.     (feet)  VERTCON   
 SY1987  ___________________________________________________________________
 SY1987  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 SY1987  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY1987
 SY1987  HORZ ORDER  -  SECOND
 SY1987
 SY1987.The horizontal coordinates were established by classical geodetic methods
 SY1987.and adjusted by the National Geodetic Survey in December 1991..
 SY1987
 SY1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1987
 SY1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1987
 SY1987.The geoid height was determined by GEOID03.
 SY1987
 SY1987;                    North         East     Units Scale Factor Converg.
 SY1987;SPC WA N     -    40,613.831   403,583.408   MT  1.00002949   -0 57 00.8
 SY1987;SPC WA N     -   133,247.21  1,324,089.90   sFT  1.00002949   -0 57 00.8
 SY1987;UTM  10      - 5,245,343.762   567,238.462   MT  0.99965556   +0 39 18.0
 SY1987
 SY1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1987!SPC WA N     -   0.99998602  x   1.00002949  =   1.00001551
 SY1987!UTM  10      -   0.99998602  x   0.99965556  =   0.99964159
 SY1987
 SY1987:                Primary Azimuth Mark                     Grid Az
 SY1987:SPC WA N     -  FN 141 K CO 1972                         027 35 16.8
 SY1987:UTM  10      -  FN 141 K CO 1972                         025 58 58.0
 SY1987
 SY1987|---------------------------------------------------------------------|
 SY1987| PID    Reference Object                     Distance      Geod. Az  |
 SY1987|                                                           dddmmss.s |
 SY1987| SY1985 FN 141 K CO 1972                    497.640 METERS 0263816.0 |
 SY1987| SY1986 FN 88 K CO 1969                     158.828 METERS 08721     |
 SY1987| SY1989 FN 87 K CO 1969                     150.598 METERS 27138     |
 SY1987| SY1993 FN 132 K CO 1972                    375.822 METERS 27155     |
 SY1987|---------------------------------------------------------------------|
 SY1987
 SY1987                          SUPERSEDED SURVEY CONTROL
 SY1987
 SY1987  NAD 83(1986)-  47 21 29.14263(N)    122 06 34.61289(W) AD(       ) 2
 SY1987  NAD 27      -  47 21 29.77774(N)    122 06 30.18918(W) AD(       ) 2
 SY1987  NGVD 29 (07/19/86)  110.8    (m)          364.     (f) VERT ANG       
 SY1987
 SY1987.Superseded values are not recommended for survey control.
 SY1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1987.See file dsdata.txt to determine how the superseded data were derived.
 SY1987
 SY1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6723845344(NAD 83)
 SY1987
 SY1987  HISTORY     - Date     Condition        Report By
 SY1987  HISTORY     - 1972     MONUMENTED       WA-033
 SY1987  HISTORY     - 1987     GOOD             USPSQD
 SY1987
 SY1987                          STATION DESCRIPTION
 SY1987
 SY1987'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1987'LOCATION --
 SY1987'
 SY1987'STATION SET IN CASE IN PAVED SHOULDER, 16.5 FT SOUTH OF CENTERLINE
 SY1987'OF S.E. 272ND ST. AND APPROX. 0.1 MILE WEST OF THE WAX ROAD
 SY1987'INTERSECTION.  POINT IS NEAR ENTRANCE TO JOHNNYS I.G.A. STORE.
 SY1987'
 SY1987'POINT IS 15.8 FT NORTH OF N.E. CORNER PHONE BOOTH.
 SY1987'
 SY1987'POINT IS 62.0 FT S.E. OF SPIKE IN POWER POLE.
 SY1987'
 SY1987'POINT IS 14.0 FT N.E. OF SPIKE IN POWER POLE.
 SY1987
 SY1987                          STATION RECOVERY (1987)
 SY1987
 SY1987'RECOVERY NOTE BY US POWER SQUADRON 1987 (PCL)
 SY1987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2062 ***********************************************************************
 SY2062  DESIGNATION -  FN 143 K CO 1974
 SY2062  PID         -  SY2062
 SY2062  STATE/COUNTY-  WA/KING
 SY2062  USGS QUAD   -  AUBURN (1994)
 SY2062
 SY2062                         *CURRENT SURVEY CONTROL
 SY2062  ___________________________________________________________________
 SY2062* NAD 83(1991)-  47 20 37.52327(N)    122 12 19.00919(W)     ADJUSTED  
 SY2062* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY2062  ___________________________________________________________________
 SY2062  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 SY2062  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 SY2062
 SY2062  HORZ ORDER  -  SECOND
 SY2062
 SY2062.The horizontal coordinates were established by classical geodetic methods
 SY2062.and adjusted by the National Geodetic Survey in December 1991..
 SY2062
 SY2062.The orthometric height was scaled from a topographic map.
 SY2062
 SY2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2062
 SY2062.The geoid height was determined by GEOID03.
 SY2062
 SY2062;                    North         East     Units Scale Factor Converg.
 SY2062;SPC WA N     -    39,143.988   396,328.424   MT  1.00003281   -1 01 17.2
 SY2062;SPC WA N     -   128,424.90  1,300,287.50   sFT  1.00003281   -1 01 17.2
 SY2062;UTM  10      - 5,243,671.858   560,030.259   MT  0.99964429   +0 35 04.1
 SY2062
 SY2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2062!SPC WA N     -   1.00000214  x   1.00003281  =   1.00003495
 SY2062!UTM  10      -   1.00000214  x   0.99964429  =   0.99964643
 SY2062
 SY2062:                Primary Azimuth Mark                     Grid Az
 SY2062:SPC WA N     -  GN 68 K CO 1972                          193 47 52.9
 SY2062:UTM  10      -  GN 68 K CO 1972                          192 11 31.6
 SY2062
 SY2062|---------------------------------------------------------------------|
 SY2062| PID    Reference Object                     Distance      Geod. Az  |
 SY2062|                                                           dddmmss.s |
 SY2062| SY2067 GN 68 K CO 1972                     APPROX. 0.9 KM 1924635.7 |
 SY2062| SY2064 GN 88 B K CO                        117.498 METERS 24819     |
 SY2062| SY2063 FN 144 K CO 1974                    247.401 METERS 33453     |
 SY2062|---------------------------------------------------------------------|
 SY2062
 SY2062                          SUPERSEDED SURVEY CONTROL
 SY2062
 SY2062  NAD 83(1986)-  47 20 37.51599(N)    122 12 19.02072(W) AD(       ) 2
 SY2062  NAD 27      -  47 20 38.15322(N)    122 12 14.59027(W) AD(       ) 2
 SY2062
 SY2062.Superseded values are not recommended for survey control.
 SY2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2062.See file dsdata.txt to determine how the superseded data were derived.
 SY2062
 SY2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6003043672(NAD 83)
 SY2062
 SY2062  HISTORY     - Date     Condition        Report By
 SY2062  HISTORY     - 1974     MONUMENTED       WA-033
 SY2062
 SY2062                          STATION DESCRIPTION
 SY2062
 SY2062'DESCRIBED BY KING COUNTY WASHINGTON 1974
 SY2062'LOCATION--
 SY2062'
 SY2062'STATION IS BURIED IN RIGHT BANK OF GREEN RIVER, APPROX. 0.5 MILES
 SY2062'NORTH OF AUBURN GOLF COURSE CLUB HOUSE.
 SY2062'
 SY2062'POINT IS 23 FT WEST OF CENTERLINE OF GREEN RIVER ROAD.
 SY2062'
 SY2062'POINT IS 8.5 FT EAST OF TOP OF RIVER BANK.
 SY2062'
 SY2062'POINT IS 58.4 FT N.N.W. OF NORTH FACE OF LONE 36 IN FIR TREE.
 SY2062'
 SY2062'POINT IS REF. POST 5.8 FT W.S.W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2063 ***********************************************************************
 SY2063  DESIGNATION -  FN 144 K CO 1974
 SY2063  PID         -  SY2063
 SY2063  STATE/COUNTY-  WA/KING
 SY2063  USGS QUAD   -  AUBURN (1994)
 SY2063
 SY2063                         *CURRENT SURVEY CONTROL
 SY2063  ___________________________________________________________________
 SY2063* NAD 83(1991)-  47 20 44.77692(N)    122 12 24.01170(W)     ADJUSTED  
 SY2063* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY2063  ___________________________________________________________________
 SY2063  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 SY2063  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 SY2063
 SY2063  HORZ ORDER  -  SECOND
 SY2063
 SY2063.The horizontal coordinates were established by classical geodetic methods
 SY2063.and adjusted by the National Geodetic Survey in December 1991..
 SY2063
 SY2063.The orthometric height was scaled from a topographic map.
 SY2063
 SY2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2063
 SY2063.The geoid height was determined by GEOID03.
 SY2063
 SY2063;                    North         East     Units Scale Factor Converg.
 SY2063;SPC WA N     -    39,369.844   396,227.428   MT  1.00003234   -1 01 20.9
 SY2063;SPC WA N     -   129,165.90  1,299,956.15   sFT  1.00003234   -1 01 20.9
 SY2063;UTM  10      - 5,243,894.709   559,923.015   MT  0.99964413   +0 35 00.5
 SY2063
 SY2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2063!SPC WA N     -   1.00000214  x   1.00003234  =   1.00003448
 SY2063!UTM  10      -   1.00000214  x   0.99964413  =   0.99964627
 SY2063
 SY2063|---------------------------------------------------------------------|
 SY2063| PID    Reference Object                     Distance      Geod. Az  |
 SY2063|                                                           dddmmss.s |
 SY2063| SY2062 FN 143 K CO 1974                    247.401 METERS 15453     |
 SY2063| SY2066 EW 1 4 COR SEC 31 32                APPROX. 0.6 KM 3525036.8 |
 SY2063|---------------------------------------------------------------------|
 SY2063
 SY2063                          SUPERSEDED SURVEY CONTROL
 SY2063
 SY2063  NAD 83(1986)-  47 20 44.76965(N)    122 12 24.02317(W) AD(       ) 2
 SY2063  NAD 27      -  47 20 45.40693(N)    122 12 19.59252(W) AD(       ) 2
 SY2063
 SY2063.Superseded values are not recommended for survey control.
 SY2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2063.See file dsdata.txt to determine how the superseded data were derived.
 SY2063
 SY2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5992343895(NAD 83)
 SY2063
 SY2063  HISTORY     - Date     Condition        Report By
 SY2063  HISTORY     - 1974     MONUMENTED       WA-033
 SY2063
 SY2063                          STATION DESCRIPTION
 SY2063
 SY2063'DESCRIBED BY KING COUNTY WASHINGTON 1974
 SY2063'LOCATION--
 SY2063'
 SY2063'STATION BURIED IN GRAVEL SHOULDER OF GREEN RIVER ROAD NEAR
 SY2063'RIGHT BANK OF GREEN RIVER.  STATION IS APPROX. 3/4 MILES NORTH OF
 SY2063'AUBURN GOLF COURSE CLUB HOUSE.  REF. POST 4.0 FT W.S.W.
 SY2063'
 SY2063'POINT IS 4.9 FT E.N.E. OF TOP OF RIVER BANK.
 SY2063'
 SY2063'POINT IS 19.3 FT W.S.W. OF CENTERLINE OF GREEN RIVER ROAD.
 SY2063'
 SY2063'POINT IS 33.7 FT W.S.W. OF SPIKE IN FENCE POST.
 SY2063'
 SY2063'POINT IS 71.2 FT NORTH OF SPIKE IN POWER POLE.
 SY2063'
 SY2063'*NO SUB SURFACE MON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2238 ***********************************************************************
 SY2238  DESIGNATION -  FN 17 K CO 1970
 SY2238  PID         -  SY2238
 SY2238  STATE/COUNTY-  WA/KING
 SY2238  USGS QUAD   -  RENTON (1994)
 SY2238
 SY2238                         *CURRENT SURVEY CONTROL
 SY2238  ___________________________________________________________________
 SY2238* NAD 83(1991)-  47 23 12.01539(N)    122 13 08.30872(W)     ADJUSTED  
 SY2238* NAVD 88     -        86.8    (meters)     285.     (feet)  VERTCON   
 SY2238  ___________________________________________________________________
 SY2238  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 SY2238  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SY2238
 SY2238  HORZ ORDER  -  SECOND
 SY2238
 SY2238.The horizontal coordinates were established by classical geodetic methods
 SY2238.and adjusted by the National Geodetic Survey in December 1991..
 SY2238
 SY2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2238
 SY2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2238
 SY2238.The geoid height was determined by GEOID03.
 SY2238
 SY2238;                    North         East     Units Scale Factor Converg.
 SY2238;SPC WA N     -    43,933.032   395,379.625   MT  1.00002307   -1 01 53.9
 SY2238;SPC WA N     -   144,136.96  1,297,174.65   sFT  1.00002307   -1 01 53.9
 SY2238;UTM  10      - 5,248,430.597   558,948.014   MT  0.99964270   +0 34 29.3
 SY2238
 SY2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2238!SPC WA N     -   0.99998997  x   1.00002307  =   1.00001304
 SY2238!UTM  10      -   0.99998997  x   0.99964270  =   0.99963268
 SY2238
 SY2238:                Primary Azimuth Mark                     Grid Az
 SY2238:SPC WA N     -  FN 18 K CO 1970                          087 43 45.3
 SY2238:UTM  10      -  FN 18 K CO 1970                          086 07 22.1
 SY2238
 SY2238|---------------------------------------------------------------------|
 SY2238| PID    Reference Object                     Distance      Geod. Az  |
 SY2238|                                                           dddmmss.s |
 SY2238| SY2232 FN 18 K CO 1970                     APPROX. 0.5 KM 0864151.4 |
 SY2238| SY2504 KENT SW MUN TANK                    APPROX. 5.9 KM 2445848.8 |
 SY2238|---------------------------------------------------------------------|
 SY2238
 SY2238                          SUPERSEDED SURVEY CONTROL
 SY2238
 SY2238  NAD 83(1986)-  47 23 12.00795(N)    122 13 08.31913(W) AD(       ) 2
 SY2238  NAD 27      -  47 23 12.64662(N)    122 13 03.88429(W) AD(       ) 2
 SY2238  NGVD 29 (07/19/86)   85.7    (m)          281.     (f) VERT ANG       
 SY2238
 SY2238.Superseded values are not recommended for survey control.
 SY2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2238.See file dsdata.txt to determine how the superseded data were derived.
 SY2238
 SY2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5894848431(NAD 83)
 SY2238
 SY2238  HISTORY     - Date     Condition        Report By
 SY2238  HISTORY     - 1970     MONUMENTED       WA-033
 SY2238  HISTORY     - 1987     GOOD             USPSQD
 SY2238  HISTORY     - 19961109 GOOD             USPSQD
 SY2238
 SY2238                          STATION DESCRIPTION
 SY2238
 SY2238'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2238'LOCATION--
 SY2238'
 SY2238'THIS POINT IS LOCATED BETWEEN THE BACK OF THE CONC. CURB AND THE
 SY2238'CONC. SIDEWALK 24.0 FT SO. OF THE CEN. LINE OF E. JAMES
 SY2238'ST. (S.E. 246TH).  THE POINT IS IS FLUSH WITH THE TOP OF THE
 SY2238'CONC. CURB.  IT IS 20 FT EAST OF A DRIVEWAY TO THE SOUTH.  IT IS
 SY2238'20 FT EAST OF A DRIVEWAY TO THE SOUTH.  IT IS 75 FT WEST OF THE
 SY2238'INTERSECTION OF HILLTOP AVE.  (TO NORTH).  IT IS 54.0 FT WEST OF
 SY2238'A SPIKE IN A UTILITY POLE.
 SY2238
 SY2238                          STATION RECOVERY (1987)
 SY2238
 SY2238'RECOVERY NOTE BY US POWER SQUADRON 1987 (PCL)
 SY2238'RECOVERED IN GOOD CONDITION.
 SY2238
 SY2238                          STATION RECOVERY (1996)
 SY2238
 SY2238'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY2238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2232 ***********************************************************************
 SY2232  DESIGNATION -  FN 18 K CO 1970
 SY2232  PID         -  SY2232
 SY2232  STATE/COUNTY-  WA/KING
 SY2232  USGS QUAD   -  RENTON (1994)
 SY2232
 SY2232                         *CURRENT SURVEY CONTROL
 SY2232  ___________________________________________________________________
 SY2232* NAD 83(1991)-  47 23 12.97702(N)    122 12 43.75070(W)     ADJUSTED  
 SY2232* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 SY2232  ___________________________________________________________________
 SY2232  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 SY2232  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SY2232
 SY2232  HORZ ORDER  -  SECOND
 SY2232
 SY2232.The horizontal coordinates were established by classical geodetic methods
 SY2232.and adjusted by the National Geodetic Survey in December 1991..
 SY2232
 SY2232.The orthometric height was scaled from a topographic map.
 SY2232
 SY2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2232
 SY2232.The geoid height was determined by GEOID03.
 SY2232
 SY2232;                    North         East     Units Scale Factor Converg.
 SY2232;SPC WA N     -    43,953.475   395,895.160   MT  1.00002301   -1 01 35.6
 SY2232;SPC WA N     -   144,204.03  1,298,866.04   sFT  1.00002301   -1 01 35.6
 SY2232;UTM  10      - 5,248,465.470   559,462.578   MT  0.99964345   +0 34 47.4
 SY2232
 SY2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2232!SPC WA N     -   0.99998522  x   1.00002301  =   1.00000823
 SY2232!UTM  10      -   0.99998522  x   0.99964345  =   0.99962868
 SY2232
 SY2232                          SUPERSEDED SURVEY CONTROL
 SY2232
 SY2232  NAD 83(1986)-  47 23 12.96949(N)    122 12 43.76143(W) AD(       ) 2
 SY2232  NAD 27      -  47 23 13.60802(N)    122 12 39.32674(W) AD(       ) 2
 SY2232
 SY2232.Superseded values are not recommended for survey control.
 SY2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2232.See file dsdata.txt to determine how the superseded data were derived.
 SY2232
 SY2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5946348465(NAD 83)
 SY2232
 SY2232  HISTORY     - Date     Condition        Report By
 SY2232  HISTORY     - 1970     MONUMENTED       WA-033
 SY2232  HISTORY     - 1987     GOOD             USPSQD
 SY2232
 SY2232                          STATION DESCRIPTION
 SY2232
 SY2232'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY2232'LOCATION--
 SY2232'
 SY2232'THIS POINT IS LOCATED BETWEEN THE BACK OF THE CONC.  CURB AND THE
 SY2232'SIDEWALK 24.0 FT NORTH OF THE CEN. LINE OF E. JAMES
 SY2232'ST. (S.E. 240TH).  IT IS 27.0 FT WEST OF THE CENTER OF A DRIVEWAY
 SY2232'TO HOUSE 9610-SO. 240TH.  IT IS 44.0 FT EAST OF A SPIKE IN A
 SY2232'POWER POLE.  IT IS 59.3 FT N.N.W. OF A SPIKE IN A UTILITY POLE.
 SY2232'IT IS APPROX. 0.5 MILE WEST OF 108TH AVE. S.E. IT IS APPROX. 600
 SY2232'FT WEST OF SCHOOL FOOT BRIDGE CROSSING OVER E. JAMES ST.
 SY2232
 SY2232                          STATION RECOVERY (1987)
 SY2232
 SY2232'RECOVERY NOTE BY US POWER SQUADRON 1987 (PCL)
 SY2232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2210 ***********************************************************************
 SY2210  DESIGNATION -  FN 21 K CO 1969
 SY2210  PID         -  SY2210
 SY2210  STATE/COUNTY-  WA/KING
 SY2210  USGS QUAD   -  RENTON (1994)
 SY2210
 SY2210                         *CURRENT SURVEY CONTROL
 SY2210  ___________________________________________________________________
 SY2210* NAD 83(1991)-  47 23 13.06405(N)    122 11 11.16341(W)     ADJUSTED  
 SY2210* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 SY2210  ___________________________________________________________________
 SY2210  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 SY2210  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SY2210
 SY2210  HORZ ORDER  -  SECOND
 SY2210
 SY2210.The horizontal coordinates were established by classical geodetic methods
 SY2210.and adjusted by the National Geodetic Survey in December 1991..
 SY2210
 SY2210.The orthometric height was scaled from a topographic map.
 SY2210
 SY2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2210
 SY2210.The geoid height was determined by GEOID03.
 SY2210
 SY2210;                    North         East     Units Scale Factor Converg.
 SY2210;SPC WA N     -    43,921.695   397,836.840   MT  1.00002300   -1 00 26.7
 SY2210;SPC WA N     -   144,099.76  1,305,236.37   sFT  1.00002300   -1 00 26.7
 SY2210;UTM  10      - 5,248,488.122   561,403.652   MT  0.99964634   +0 35 55.5
 SY2210
 SY2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2210!SPC WA N     -   0.99998021  x   1.00002300  =   1.00000321
 SY2210!UTM  10      -   0.99998021  x   0.99964634  =   0.99962655
 SY2210
 SY2210                          SUPERSEDED SURVEY CONTROL
 SY2210
 SY2210  NAD 83(1986)-  47 23 13.05647(N)    122 11 11.17391(W) AD(       ) 2
 SY2210  NAD 27      -  47 23 13.69462(N)    122 11 06.74248(W) AD(       ) 2
 SY2210
 SY2210.Superseded values are not recommended for survey control.
 SY2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2210.See file dsdata.txt to determine how the superseded data were derived.
 SY2210
 SY2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6140448488(NAD 83)
 SY2210
 SY2210  HISTORY     - Date     Condition        Report By
 SY2210  HISTORY     - 1969     MONUMENTED       WA-033
 SY2210
 SY2210                          STATION DESCRIPTION
 SY2210
 SY2210'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2210'LOCATION--
 SY2210'
 SY2210'POINT IS 88.0 FT EAST OF CEN. LINE OF 116TH AVE. S.E.
 SY2210'
 SY2210'POINT IS 16.8 FT NORTH OF CEN. LINE OF S.E. 240TH ST.
 SY2210'
 SY2210'POINT IS 65.7 FT S.E. OF SPIKE IN UTILITY POLE
 SY2210'
 SY2210'POINT IS 64.4 FT N.E. OF SPIKE IN A TEL. POLE
 SY2210'
 SY2210'POINT IS 11.3 FT SOUTH OF A REF. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2207 ***********************************************************************
 SY2207  DESIGNATION -  FN 22 K CO 1969
 SY2207  PID         -  SY2207
 SY2207  STATE/COUNTY-  WA/KING
 SY2207  USGS QUAD   -  RENTON (1994)
 SY2207
 SY2207                         *CURRENT SURVEY CONTROL
 SY2207  ___________________________________________________________________
 SY2207* NAD 83(1991)-  47 23 13.06136(N)    122 11 06.31695(W)     ADJUSTED  
 SY2207* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 SY2207  ___________________________________________________________________
 SY2207  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 SY2207  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SY2207
 SY2207  HORZ ORDER  -  SECOND
 SY2207
 SY2207.The horizontal coordinates were established by classical geodetic methods
 SY2207.and adjusted by the National Geodetic Survey in December 1991..
 SY2207
 SY2207.The orthometric height was scaled from a topographic map.
 SY2207
 SY2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2207
 SY2207.The geoid height was determined by GEOID03.
 SY2207
 SY2207;                    North         East     Units Scale Factor Converg.
 SY2207;SPC WA N     -    43,919.826   397,938.473   MT  1.00002300   -1 00 23.1
 SY2207;SPC WA N     -   144,093.63  1,305,569.81   sFT  1.00002300   -1 00 23.1
 SY2207;UTM  10      - 5,248,489.102   561,505.259   MT  0.99964649   +0 35 59.1
 SY2207
 SY2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2207!SPC WA N     -   0.99998052  x   1.00002300  =   1.00000352
 SY2207!UTM  10      -   0.99998052  x   0.99964649  =   0.99962702
 SY2207
 SY2207                          SUPERSEDED SURVEY CONTROL
 SY2207
 SY2207  NAD 83(1986)-  47 23 13.05374(N)    122 11 06.32746(W) AD(       ) 2
 SY2207  NAD 27      -  47 23 13.69181(N)    122 11 01.89644(W) AD(       ) 2
 SY2207
 SY2207.Superseded values are not recommended for survey control.
 SY2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2207.See file dsdata.txt to determine how the superseded data were derived.
 SY2207
 SY2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6150548489(NAD 83)
 SY2207
 SY2207  HISTORY     - Date     Condition        Report By
 SY2207  HISTORY     - 1969     MONUMENTED       WA-033
 SY2207
 SY2207                          STATION DESCRIPTION
 SY2207
 SY2207'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2207'LOCATION--
 SY2207'
 SY2207'POINT IS APPROX. 0.1 MILES EAST AND 16.8 FT NORTH INTERSECTION
 SY2207'116TH AVE. S.E. AND S.E. 240TH ST.
 SY2207'
 SY2207'POINT IS 13.1 FT SOUTH OF REF. POST, 31 FT EAST CEN. LINE BLACKTOP
 SY2207'DRWY.  9.5 FT S.E. OF SPIKE IN POWER POLE AND 63.7 N.W. OF SPIKE
 SY2207'IN TEL. POLE.
 SY2207'
 SY2207'*SUBSURFACE MON. ALSO SET TACK IN LEAD PLUG IN CON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2195 ***********************************************************************
 SY2195  DESIGNATION -  FN 23 K CO 1969
 SY2195  PID         -  SY2195
 SY2195  STATE/COUNTY-  WA/KING
 SY2195  USGS QUAD   -  RENTON (1994)
 SY2195
 SY2195                         *CURRENT SURVEY CONTROL
 SY2195  ___________________________________________________________________
 SY2195* NAD 83(1991)-  47 23 12.73158(N)    122 10 36.91433(W)     ADJUSTED  
 SY2195* NAVD 88     -       139.5    (meters)     458.     (feet)  VERTCON   
 SY2195  ___________________________________________________________________
 SY2195  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 SY2195  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SY2195
 SY2195  HORZ ORDER  -  SECOND
 SY2195
 SY2195.The horizontal coordinates were established by classical geodetic methods
 SY2195.and adjusted by the National Geodetic Survey in December 1991..
 SY2195
 SY2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2195
 SY2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2195
 SY2195.The geoid height was determined by GEOID03.
 SY2195
 SY2195;                    North         East     Units Scale Factor Converg.
 SY2195;SPC WA N     -    43,898.843   398,554.895   MT  1.00002302   -1 00 01.2
 SY2195;SPC WA N     -   144,024.79  1,307,592.18   sFT  1.00002302   -1 00 01.2
 SY2195;UTM  10      - 5,248,485.407   562,121.795   MT  0.99964743   +0 36 20.7
 SY2195
 SY2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2195!SPC WA N     -   0.99998171  x   1.00002302  =   1.00000473
 SY2195!UTM  10      -   0.99998171  x   0.99964743  =   0.99962915
 SY2195
 SY2195:                Primary Azimuth Mark                     Grid Az
 SY2195:SPC WA N     -  FN 24 K CO 1969                          090 58 11.2
 SY2195:UTM  10      -  FN 24 K CO 1969                          089 21 49.3
 SY2195
 SY2195|---------------------------------------------------------------------|
 SY2195| PID    Reference Object                     Distance      Geod. Az  |
 SY2195|                                                           dddmmss.s |
 SY2195| SY2183 FN 24 K CO 1969                     477.864 METERS 0895810.0 |
 SY2195| SY2204 FN 136 K CO                         371.529 METERS 27000     |
 SY2195|---------------------------------------------------------------------|
 SY2195
 SY2195                          SUPERSEDED SURVEY CONTROL
 SY2195
 SY2195  NAD 83(1986)-  47 23 12.72389(N)    122 10 36.92484(W) AD(       ) 2
 SY2195  NAD 27      -  47 23 13.36179(N)    122 10 32.49464(W) AD(       ) 2
 SY2195  NGVD 29 (07/19/86)  138.4    (m)          454.     (f) VERT ANG       
 SY2195
 SY2195.Superseded values are not recommended for survey control.
 SY2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2195.See file dsdata.txt to determine how the superseded data were derived.
 SY2195
 SY2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6212248485(NAD 83)
 SY2195_MARKER: Z = SEE DESCRIPTION
 SY2195_SETTING: 0 = UNSPECIFIED SETTING
 SY2195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2195
 SY2195  HISTORY     - Date     Condition        Report By
 SY2195  HISTORY     - 1969     MONUMENTED       WA-033
 SY2195
 SY2195                          STATION DESCRIPTION
 SY2195
 SY2195'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2195'APPROX. LOCATION--2-1/2 MILES EAST OF KENT
 SY2195'
 SY2195'POINT IS APPROX. 0.2 MILE EAST CENTERLINE 120TH AVE. S.E.
 SY2195'
 SY2195'POINT IS 43.8 FT S.W. OF SPIKE IN POWER POLE.=
 SY2195'
 SY2195'POINT IS 86.7 FT N.E. OF SPIKE IN TELEPHONE POLE.
 SY2195'
 SY2195'POINT IS 5.3 FT NORTH OF MAIL BOX POST. (FRANKS)
 SY2195'
 SY2195'POINT IS 12.9 FT NORTH OF REFERENCE POST.
 SY2195'
 SY2195'POINT IS 15.8 FT SOUTH CENTERLINE S.E. 240TH STREET.
 SY2195'
 SY2195'SURFACE MONUMENT--K.C.S. DISK IN CONCRETE MONUMENT BURIED 6 IN.
 SY2195'
 SY2195'SUB-SURFACE MONUMENT--SET SUB-SURFACE CONCRETE MONUMENT
 SY2195'TACK-IN-LEAD PLUG.
 SY2195'
 SY2195'MONUMENT STAMPED FN-23 1969
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2183 ***********************************************************************
 SY2183  DESIGNATION -  FN 24 K CO 1969
 SY2183  PID         -  SY2183
 SY2183  STATE/COUNTY-  WA/KING
 SY2183  USGS QUAD   -  RENTON (1994)
 SY2183
 SY2183                         *CURRENT SURVEY CONTROL
 SY2183  ___________________________________________________________________
 SY2183* NAD 83(1991)-  47 23 12.73920(N)    122 10 14.13037(W)     ADJUSTED  
 SY2183* NAVD 88     -       138.6    (meters)     455.     (feet)  VERTCON   
 SY2183  ___________________________________________________________________
 SY2183  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 SY2183  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 SY2183
 SY2183  HORZ ORDER  -  SECOND
 SY2183
 SY2183.The horizontal coordinates were established by classical geodetic methods
 SY2183.and adjusted by the National Geodetic Survey in December 1991..
 SY2183
 SY2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2183
 SY2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2183
 SY2183.The geoid height was determined by GEOID03.
 SY2183
 SY2183;                    North         East     Units Scale Factor Converg.
 SY2183;SPC WA N     -    43,890.756   399,032.701   MT  1.00002302   -0 59 44.2
 SY2183;SPC WA N     -   143,998.26  1,309,159.79   sFT  1.00002302   -0 59 44.2
 SY2183;UTM  10      - 5,248,490.712   562,599.461   MT  0.99964816   +0 36 37.5
 SY2183
 SY2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2183!SPC WA N     -   0.99998185  x   1.00002302  =   1.00000487
 SY2183!UTM  10      -   0.99998185  x   0.99964816  =   0.99963002
 SY2183
 SY2183:                Primary Azimuth Mark                     Grid Az
 SY2183:SPC WA N     -  FN 23 K CO 1969                          270 58 11.0
 SY2183:UTM  10      -  FN 23 K CO 1969                          269 21 49.3
 SY2183
 SY2183|---------------------------------------------------------------------|
 SY2183| PID    Reference Object                     Distance      Geod. Az  |
 SY2183|                                                           dddmmss.s |
 SY2183| SY2195 FN 23 K CO 1969                     477.864 METERS 2695826.8 |
 SY2183|---------------------------------------------------------------------|
 SY2183
 SY2183                          SUPERSEDED SURVEY CONTROL
 SY2183
 SY2183  NAD 83(1986)-  47 23 12.73146(N)    122 10 14.14075(W) AD(       ) 2
 SY2183  NAD 27      -  47 23 13.36922(N)    122 10 09.71133(W) AD(       ) 2
 SY2183  NGVD 29 (07/19/86)  137.5    (m)          451.     (f) VERT ANG       
 SY2183
 SY2183.Superseded values are not recommended for survey control.
 SY2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2183.See file dsdata.txt to determine how the superseded data were derived.
 SY2183
 SY2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6259948491(NAD 83)
 SY2183_MARKER: Z = SEE DESCRIPTION
 SY2183_SETTING: 0 = UNSPECIFIED SETTING
 SY2183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2183
 SY2183  HISTORY     - Date     Condition        Report By
 SY2183  HISTORY     - 1969     MONUMENTED       WA-033
 SY2183
 SY2183                          STATION DESCRIPTION
 SY2183
 SY2183'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2183'APPROX. LOCATION--2-1/2 MILES EAST OF KENT
 SY2183'
 SY2183'POINT IS LOCATED 0.25 MILE WEST OF INTERSECTION OF S.E. 240TH AND
 SY2183'132ND S.E., ON SOUTH SHOULDER OF S.E. 240TH.  POINT IS 52.0 FT EAST
 SY2183'OF CENTERLINE OF A GRAVEL DRIVEWAY, AND 16.5 FT SOUTH OF
 SY2183'CENTERLINE OF S.E. 240TH, AND 31.3 FT N.E. OF A SPIKE IN A
 SY2183'TELEPHONE POLE, AND 61.4 FT S.E. OF A SPIKE IN A POWER POLE.
 SY2183'
 SY2183'SURFACE MONUMENT--K.C.S. DISK SET IN CONCRETE MONUMENT BURIED
 SY2183'6 IN.
 SY2183'
 SY2183'SUB-SURFACE MONUMENT--SET SUB-SURFACE CONCRETE MONUMENT
 SY2183'TACK-IN-LEAD PLUG.
 SY2183'
 SY2183'MONUMENT STAMPED FN-24 1969
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2045 ***********************************************************************
 SY2045  DESIGNATION -  FN 33 K CO 1969
 SY2045  PID         -  SY2045
 SY2045  STATE/COUNTY-  WA/KING
 SY2045  USGS QUAD   -  AUBURN (1994)
 SY2045
 SY2045                         *CURRENT SURVEY CONTROL
 SY2045  ___________________________________________________________________
 SY2045* NAD 83(1991)-  47 21 28.18576(N)    122 09 55.87707(W)     ADJUSTED  
 SY2045* NAVD 88     -       131.3    (meters)     431.     (feet)  VERTCON   
 SY2045  ___________________________________________________________________
 SY2045  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 SY2045  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 SY2045
 SY2045  HORZ ORDER  -  SECOND
 SY2045
 SY2045.The horizontal coordinates were established by classical geodetic methods
 SY2045.and adjusted by the National Geodetic Survey in December 1991..
 SY2045
 SY2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2045
 SY2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2045
 SY2045.The geoid height was determined by GEOID03.
 SY2045
 SY2045;                    North         East     Units Scale Factor Converg.
 SY2045;SPC WA N     -    40,655.611   399,359.598   MT  1.00002955   -0 59 30.6
 SY2045;SPC WA N     -   133,384.28  1,310,232.28   sFT  1.00002955   -0 59 30.6
 SY2045;UTM  10      - 5,245,267.217   563,016.733   MT  0.99964880   +0 36 49.9
 SY2045
 SY2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2045!SPC WA N     -   0.99998299  x   1.00002955  =   1.00001254
 SY2045!UTM  10      -   0.99998299  x   0.99964880  =   0.99963179
 SY2045
 SY2045|---------------------------------------------------------------------|
 SY2045| PID    Reference Object                     Distance      Geod. Az  |
 SY2045|                                                           dddmmss.s |
 SY2045| SY2039 FN 82                               238.744 METERS 08405     |
 SY2045| SY2042 FN 34 K CO 1969                     APPROX. 0.8 KM 1792823.5 |
 SY2045|---------------------------------------------------------------------|
 SY2045
 SY2045                          SUPERSEDED SURVEY CONTROL
 SY2045
 SY2045  NAD 83(1986)-  47 21 28.17805(N)    122 09 55.88823(W) AD(       ) 2
 SY2045  NAD 27      -  47 21 28.81468(N)    122 09 51.46080(W) AD(       ) 2
 SY2045  NGVD 29 (07/19/86)  130.2    (m)          427.     (f) VERT ANG       
 SY2045
 SY2045.Superseded values are not recommended for survey control.
 SY2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2045.See file dsdata.txt to determine how the superseded data were derived.
 SY2045
 SY2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6301745267(NAD 83)
 SY2045_MARKER: Z = SEE DESCRIPTION
 SY2045_SETTING: 0 = UNSPECIFIED SETTING
 SY2045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2045
 SY2045  HISTORY     - Date     Condition        Report By
 SY2045  HISTORY     - 1969     MONUMENTED       WA-033
 SY2045
 SY2045                          STATION DESCRIPTION
 SY2045
 SY2045'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2045'APPROX. LOCATION--3-1/2 MILES S.E. OF KENT
 SY2045'
 SY2045'POINT IS 70.0 FT SOUTH CENTERLINE KENT KANGLEY ROAD.
 SY2045'
 SY2045'POINT IS 14.0 FT WEST CENTERLINE 132ND AVE. S.E.
 SY2045'
 SY2045'POINT IS 55.8 FT WEST OF WEST BOLT OF HYDRANT.
 SY2045'
 SY2045'POINT IS 7.1 FT EAST OF SPIKE IN TELEPHONE POLE.
 SY2045'
 SY2045'POINT IS 70.1 FT NORTH OF SPIKE IN POWER POLE.
 SY2045'
 SY2045'SURFACE MONUMENT--K.C.S. DISK SET FLUSH IN CONCRETE.
 SY2045'
 SY2045'SUB-SURFACE MONUMENT--NONE
 SY2045'
 SY2045'**NOTE--RE-MONUMENTED
 SY2045'
 SY2045'MONUMENT STAMPED FN-33 1969
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2042 ***********************************************************************
 SY2042  DESIGNATION -  FN 34 K CO 1969
 SY2042  PID         -  SY2042
 SY2042  STATE/COUNTY-  WA/KING
 SY2042  USGS QUAD   -  AUBURN (1994)
 SY2042
 SY2042                         *CURRENT SURVEY CONTROL
 SY2042  ___________________________________________________________________
 SY2042* NAD 83(1991)-  47 21 01.76807(N)    122 09 55.51965(W)     ADJUSTED  
 SY2042* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 SY2042  ___________________________________________________________________
 SY2042  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 SY2042  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 SY2042
 SY2042  HORZ ORDER  -  SECOND
 SY2042
 SY2042.The horizontal coordinates were established by classical geodetic methods
 SY2042.and adjusted by the National Geodetic Survey in December 1991..
 SY2042
 SY2042.The orthometric height was scaled from a topographic map.
 SY2042
 SY2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2042
 SY2042.The geoid height was determined by GEOID03.
 SY2042
 SY2042;                    North         East     Units Scale Factor Converg.
 SY2042;SPC WA N     -    39,839.729   399,352.975   MT  1.00003124   -0 59 30.4
 SY2042;SPC WA N     -   130,707.51  1,310,210.55   sFT  1.00003124   -0 59 30.4
 SY2042;UTM  10      - 5,244,451.781   563,032.969   MT  0.99964883   +0 36 49.9
 SY2042
 SY2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2042!SPC WA N     -   0.99998553  x   1.00003124  =   1.00001677
 SY2042!UTM  10      -   0.99998553  x   0.99964883  =   0.99963436
 SY2042
 SY2042:                Primary Azimuth Mark                     Grid Az
 SY2042:SPC WA N     -  GN 12 K CO 1969                          181 37 42.2
 SY2042:UTM  10      -  GN 12 K CO 1969                          180 01 21.9
 SY2042
 SY2042|---------------------------------------------------------------------|
 SY2042| PID    Reference Object                     Distance      Geod. Az  |
 SY2042|                                                           dddmmss.s |
 SY2042| SY2046 GN 12 K CO 1969                     APPROX. 1.0 KM 1803811.8 |
 SY2042|---------------------------------------------------------------------|
 SY2042
 SY2042                          SUPERSEDED SURVEY CONTROL
 SY2042
 SY2042  NAD 83(1986)-  47 21 01.76036(N)    122 09 55.53094(W) AD(       ) 2
 SY2042  NAD 27      -  47 21 01.60601(N)    122 09 51.09342(W) AD(       ) 2
 SY2042
 SY2042.Superseded values are not recommended for survey control.
 SY2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2042.See file dsdata.txt to determine how the superseded data were derived.
 SY2042
 SY2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6303344452(NAD 83)
 SY2042_MARKER: Z = SEE DESCRIPTION
 SY2042_SETTING: 0 = UNSPECIFIED SETTING
 SY2042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2042
 SY2042  HISTORY     - Date     Condition        Report By
 SY2042  HISTORY     - 1969     MONUMENTED       WA-033
 SY2042
 SY2042                          STATION DESCRIPTION
 SY2042
 SY2042'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2042'APPROX. LOCATION--10.5 FT S.W. OF REFERENCE POST 3-1/2 MILES
 SY2042'S.E. OF KENT
 SY2042'
 SY2042'POINT IS LOCATED AT APPROX. ADDRESS OF 28024 132ND AVE. S.E.
 SY2042'
 SY2042'POINT IS 99.5 FT NORTH CENTERLINE BLACKTOP DRIVEWAY.
 SY2042'
 SY2042'POINT IS 14.7 FT EAST CENTERLINE 132ND AVE. S.E.
 SY2042'
 SY2042'POINT IS 87.9 FT NORTH SPIKE TELEPHONE POLE.
 SY2042'
 SY2042'POINT IS 74.0 FT S.W. OF SOUTH BOLT HYDRANT.
 SY2042'
 SY2042'POINT IS 90.0 FT N.W. OF SPIKE IN FENCE CORNER.
 SY2042'
 SY2042'SURFACE MONUMENT--KCS DISK SET IN CONCRETE BURIED 6 IN.
 SY2042'
 SY2042'SUB-SURFACE MONUMENT--SET SUB-SURFACE MONUMENT TACK-IN-LEAD
 SY2042'IN CONCRETE.
 SY2042'
 SY2042'MONUMENT STAMPED FN-34 1969
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2029 ***********************************************************************
 SY2029  DESIGNATION -  FN 35 K CO 1969
 SY2029  PID         -  SY2029
 SY2029  STATE/COUNTY-  WA/KING
 SY2029  USGS QUAD   -  AUBURN (1994)
 SY2029
 SY2029                         *CURRENT SURVEY CONTROL
 SY2029  ___________________________________________________________________
 SY2029* NAD 83(1991)-  47 20 36.71843(N)    122 08 49.74690(W)     ADJUSTED  
 SY2029* NAVD 88     -       132.3    (meters)     434.     (feet)  VERTCON   
 SY2029  ___________________________________________________________________
 SY2029  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 SY2029  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 SY2029
 SY2029  HORZ ORDER  -  SECOND
 SY2029
 SY2029.The horizontal coordinates were established by classical geodetic methods
 SY2029.and adjusted by the National Geodetic Survey in December 1991..
 SY2029
 SY2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2029
 SY2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2029
 SY2029.The geoid height was determined by GEOID03.
 SY2029
 SY2029;                    North         East     Units Scale Factor Converg.
 SY2029;SPC WA N     -    39,042.487   400,720.054   MT  1.00003286   -0 58 41.4
 SY2029;SPC WA N     -   128,091.89  1,314,695.71   sFT  1.00003286   -0 58 41.4
 SY2029;UTM  10      - 5,243,693.444   564,421.317   MT  0.99965100   +0 37 38.0
 SY2029
 SY2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2029!SPC WA N     -   0.99998283  x   1.00003286  =   1.00001569
 SY2029!UTM  10      -   0.99998283  x   0.99965100  =   0.99963383
 SY2029
 SY2029|---------------------------------------------------------------------|
 SY2029| PID    Reference Object                     Distance      Geod. Az  |
 SY2029|                                                           dddmmss.s |
 SY2029| SY2027 GN 8 K CO 1968                      308.204 METERS 09954     |
 SY2029| SY2016 AUBURN MUN STANDPIPE NO 4           APPROX. 2.3 KM 2211233.4 |
 SY2029| SY2030 GN 15 K CO 1969                     166.538 METERS 26744     |
 SY2029|---------------------------------------------------------------------|
 SY2029
 SY2029                          SUPERSEDED SURVEY CONTROL
 SY2029
 SY2029  NAD 83(1986)-  47 20 36.71058(N)    122 08 49.75842(W) AD(       ) 2
 SY2029  NAD 27      -  47 20 37.34654(N)    122 08 45.33338(W) AD(       ) 2
 SY2029  NGVD 29 (07/19/86)  131.2    (m)          430.     (f) VERT ANG       
 SY2029
 SY2029.Superseded values are not recommended for survey control.
 SY2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2029.See file dsdata.txt to determine how the superseded data were derived.
 SY2029
 SY2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6442143693(NAD 83)
 SY2029
 SY2029  HISTORY     - Date     Condition        Report By
 SY2029  HISTORY     - 1969     MONUMENTED       WA-033
 SY2029
 SY2029                          STATION DESCRIPTION
 SY2029
 SY2029'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2029'LOCATION--
 SY2029'
 SY2029'POINT IS 10.3 FT NORTH OF CEN. LINE OF S.E. 288TH.  POINT IS
 SY2029'APPROX. 0.15 MILES EAST OF 144TH S.E.
 SY2029'
 SY2029'POINT IS 9.8 FT SOUTH OF A REF. POST.  IT IS 36.3 FT EAST OF A
 SY2029'FIN. NAIL UP 2.0 FT ON THE ROAD SIDE OF A TEL. POLE.
 SY2029'
 SY2029'POINT IS 81.0 FT WEST OF A FIN NAIL UP 3.0 FT ON THE ROAD SIDE OF
 SY2029'A TEL. POLE.
 SY2029'
 SY2029'POINT IS 200.0 FT WEST OF CEN. LINE OF DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2214 ***********************************************************************
 SY2214  DESIGNATION -  FN 36 K CO 1969
 SY2214  PID         -  SY2214
 SY2214  STATE/COUNTY-  WA/KING
 SY2214  USGS QUAD   -  RENTON (1994)
 SY2214
 SY2214                         *CURRENT SURVEY CONTROL
 SY2214  ___________________________________________________________________
 SY2214* NAD 83(1991)-  47 24 28.67615(N)    122 11 12.19087(W)     ADJUSTED  
 SY2214* NAVD 88     -       147.9    (meters)     485.     (feet)  VERTCON   
 SY2214  ___________________________________________________________________
 SY2214  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 SY2214  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SY2214
 SY2214  HORZ ORDER  -  SECOND
 SY2214
 SY2214.The horizontal coordinates were established by classical geodetic methods
 SY2214.and adjusted by the National Geodetic Survey in December 1991..
 SY2214
 SY2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2214
 SY2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2214
 SY2214.The geoid height was determined by GEOID03.
 SY2214
 SY2214;                    North         East     Units Scale Factor Converg.
 SY2214;SPC WA N     -    46,256.885   397,856.358   MT  1.00001844   -1 00 27.4
 SY2214;SPC WA N     -   151,761.13  1,305,300.40   sFT  1.00001844   -1 00 27.4
 SY2214;UTM  10      - 5,250,822.068   561,357.722   MT  0.99964627   +0 35 55.5
 SY2214
 SY2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2214!SPC WA N     -   0.99998040  x   1.00001844  =   0.99999884
 SY2214!UTM  10      -   0.99998040  x   0.99964627  =   0.99962668
 SY2214
 SY2214:                Primary Azimuth Mark                     Grid Az
 SY2214:SPC WA N     -  FN 37 B K CO                             181 29 21.4
 SY2214:UTM  10      -  FN 37 B K CO                             179 52 58.5
 SY2214
 SY2214|---------------------------------------------------------------------|
 SY2214| PID    Reference Object                     Distance      Geod. Az  |
 SY2214|                                                           dddmmss.s |
 SY2214| SY2216 FN 37 B K CO                        APPROX. 0.9 KM 1802854.0 |
 SY2214|---------------------------------------------------------------------|
 SY2214
 SY2214                          SUPERSEDED SURVEY CONTROL
 SY2214
 SY2214  NAD 83(1986)-  47 24 28.66870(N)    122 11 12.20089(W) AD(       ) 2
 SY2214  NAD 27      -  47 24 29.30702(N)    122 11 07.76887(W) AD(       ) 2
 SY2214  NGVD 29 (07/19/86)  146.8    (m)          482.     (f) VERT ANG       
 SY2214
 SY2214.Superseded values are not recommended for survey control.
 SY2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2214.See file dsdata.txt to determine how the superseded data were derived.
 SY2214
 SY2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6135850822(NAD 83)
 SY2214
 SY2214  HISTORY     - Date     Condition        Report By
 SY2214  HISTORY     - 1969     MONUMENTED       WA-033
 SY2214
 SY2214                          STATION DESCRIPTION
 SY2214
 SY2214'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2214'LOCATION--
 SY2214'
 SY2214'THIS POINT IS LOCATED 16 FT EAST OF THE CENTER OF 116TH
 SY2214'AVE. S.E.  IT IS IN THE CENTER OF A DIRT FIELD APPROACH.  THE POINT
 SY2214'IS 90.7 FT S.E. OF A SPIKE IN A POWER POLE.
 SY2214'
 SY2214'THE POINT IS 0.4 MILES SOUTH OF S.E. 208TH ST.
 SY2214'
 SY2214'THE POINT IS 16.5 FT S.S.W. OF A REF. POST.
 SY2214'
 SY2214'THE POINT IS 104 FT E.S.E. OF THE N.E. CORNER OF A RED HOUSE
 SY2214'NO. 21623
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2212 ***********************************************************************
 SY2212  DESIGNATION -  FN 38 K CO 1969
 SY2212  PID         -  SY2212
 SY2212  STATE/COUNTY-  WA/KING
 SY2212  USGS QUAD   -  RENTON (1994)
 SY2212
 SY2212                         *CURRENT SURVEY CONTROL
 SY2212  ___________________________________________________________________
 SY2212* NAD 83(1991)-  47 23 46.14281(N)    122 11 12.14469(W)     ADJUSTED  
 SY2212* NAVD 88     -       142.8    (meters)     469.     (feet)  VERTCON   
 SY2212  ___________________________________________________________________
 SY2212  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 SY2212  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SY2212
 SY2212  HORZ ORDER  -  SECOND
 SY2212
 SY2212.The horizontal coordinates were established by classical geodetic methods
 SY2212.and adjusted by the National Geodetic Survey in December 1991..
 SY2212
 SY2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2212
 SY2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2212
 SY2212.The geoid height was determined by GEOID03.
 SY2212
 SY2212;                    North         East     Units Scale Factor Converg.
 SY2212;SPC WA N     -    44,943.490   397,834.226   MT  1.00002099   -1 00 27.4
 SY2212;SPC WA N     -   147,452.10  1,305,227.79   sFT  1.00002099   -1 00 27.4
 SY2212;UTM  10      - 5,249,509.059   561,372.410   MT  0.99964629   +0 35 55.1
 SY2212
 SY2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2212!SPC WA N     -   0.99998120  x   1.00002099  =   1.00000219
 SY2212!UTM  10      -   0.99998120  x   0.99964629  =   0.99962749
 SY2212
 SY2212:                Primary Azimuth Mark                     Grid Az
 SY2212:SPC WA N     -  FN 39 K CO 1969                          181 06 40.6
 SY2212:UTM  10      -  FN 39 K CO 1969                          179 30 18.1
 SY2212
 SY2212|---------------------------------------------------------------------|
 SY2212| PID    Reference Object                     Distance      Geod. Az  |
 SY2212|                                                           dddmmss.s |
 SY2212| SY2215 FN 39 K CO 1969                     APPROX. 0.8 KM 1800613.2 |
 SY2212| SY2218 FN 137 K CO 1972                    APPROX. 0.5 KM 1811204.6 |
 SY2212| SY2216 FN 37 B K CO                        369.714 METERS 35837     |
 SY2212|---------------------------------------------------------------------|
 SY2212
 SY2212                          SUPERSEDED SURVEY CONTROL
 SY2212
 SY2212  NAD 83(1986)-  47 23 46.13527(N)    122 11 12.15498(W) AD(       ) 2
 SY2212  NAD 27      -  47 23 46.77348(N)    122 11 07.72324(W) AD(       ) 2
 SY2212  NGVD 29 (07/19/86)  141.7    (m)          465.     (f) VERT ANG       
 SY2212
 SY2212.Superseded values are not recommended for survey control.
 SY2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2212.See file dsdata.txt to determine how the superseded data were derived.
 SY2212
 SY2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6137249509(NAD 83)
 SY2212_MARKER: Z = SEE DESCRIPTION
 SY2212_SETTING: 0 = UNSPECIFIED SETTING
 SY2212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2212
 SY2212  HISTORY     - Date     Condition        Report By
 SY2212  HISTORY     - 1969     MONUMENTED       WA-033
 SY2212
 SY2212                          STATION DESCRIPTION
 SY2212
 SY2212'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2212'APPROX. LOCATION--2 MILES NE OF KENT
 SY2212'
 SY2212'THIS POINT IS LOCATED 14.0 FT EAST OF THE CENTERLINE OF 116TH
 SY2212'AVE. S.E.  THE POINT IS 0.15 MILE SOUTH OF S.E. 227TH PL.  THE
 SY2212'POINT IS 69.0 FT SOUTH OF A GRAVEL DRIVEWAY WHICH SERVES A HOUSE
 SY2212'NUMBERED 22918 116TH AVE.
 SY2212'
 SY2212'THE POINT IS 8.0 FT WEST OF A REFERENCE POST.
 SY2212'
 SY2212'THE POINT IS 34.8 FT S.W. OF A FRUIT TREE.
 SY2212'
 SY2212'THE POINT IS 97.5 FT N.E. OF A SPIKE IN A POWER POLE.
 SY2212'
 SY2212'SURFACE MONUMENT--STAND.  KSC DISK SET IN CONCRETE BURIED 6 IN.
 SY2212'
 SY2212'MONUMENT STAMPED FN-38 1969
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2215 ***********************************************************************
 SY2215  DESIGNATION -  FN 39 K CO 1969
 SY2215  PID         -  SY2215
 SY2215  STATE/COUNTY-  WA/KING
 SY2215  USGS QUAD   -  RENTON (1994)
 SY2215
 SY2215                         *CURRENT SURVEY CONTROL
 SY2215  ___________________________________________________________________
 SY2215* NAD 83(1991)-  47 23 20.12242(N)    122 11 12.21401(W)     ADJUSTED  
 SY2215* NAVD 88     -       150.2    (meters)     493.     (feet)  VERTCON   
 SY2215  ___________________________________________________________________
 SY2215  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 SY2215  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 SY2215
 SY2215  HORZ ORDER  -  SECOND
 SY2215
 SY2215.The horizontal coordinates were established by classical geodetic methods
 SY2215.and adjusted by the National Geodetic Survey in December 1991..
 SY2215
 SY2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2215
 SY2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2215
 SY2215.The geoid height was determined by GEOID03.
 SY2215
 SY2215;                    North         East     Units Scale Factor Converg.
 SY2215;SPC WA N     -    44,140.037   397,818.641   MT  1.00002257   -1 00 27.5
 SY2215;SPC WA N     -   144,816.10  1,305,176.66   sFT  1.00002257   -1 00 27.5
 SY2215;UTM  10      - 5,248,705.786   561,379.350   MT  0.99964630   +0 35 54.8
 SY2215
 SY2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2215!SPC WA N     -   0.99998003  x   1.00002257  =   1.00000260
 SY2215!UTM  10      -   0.99998003  x   0.99964630  =   0.99962634
 SY2215
 SY2215|---------------------------------------------------------------------|
 SY2215| PID    Reference Object                     Distance      Geod. Az  |
 SY2215|                                                           dddmmss.s |
 SY2215| SY2210 FN 21 K CO 1969                     219.094 METERS 17414     |
 SY2215| SY2217 FN 40 K CO 1969                     APPROX. 0.8 KM 1803258.4 |
 SY2215| SY2150 KENT MUN STANDPIPE                  276.898 METERS 30028     |
 SY2215| SY2218 FN 137 K CO 1972                    277.272 METERS 35801     |
 SY2215|---------------------------------------------------------------------|
 SY2215
 SY2215                          SUPERSEDED SURVEY CONTROL
 SY2215
 SY2215  NAD 83(1986)-  47 23 20.11484(N)    122 11 12.22447(W) AD(       ) 2
 SY2215  NAD 27      -  47 23 20.75302(N)    122 11 07.79294(W) AD(       ) 2
 SY2215  NGVD 29 (07/19/86)  149.1    (m)          489.     (f) VERT ANG       
 SY2215
 SY2215.Superseded values are not recommended for survey control.
 SY2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2215.See file dsdata.txt to determine how the superseded data were derived.
 SY2215
 SY2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6137948706(NAD 83)
 SY2215
 SY2215  HISTORY     - Date     Condition        Report By
 SY2215  HISTORY     - 1969     MONUMENTED       WA-033
 SY2215
 SY2215                          STATION DESCRIPTION
 SY2215
 SY2215'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2215'LOCATION--
 SY2215'
 SY2215'POINT IS LOCATED 0.2 MILES NORTH OF S.E. 240TH ON 116TH S.E.  IT
 SY2215'IS ON SHOULDER 13.5 FT EAST OF CENTERLINE OF 116TH S.E. AND 47.0 FT
 SY2215'SOUTH OF CEN. LINE OF DRWY.  IT IS 11.5 FT WEST OF REF. POST AND
 SY2215'34.4 S.W. OF FRUIT TREE.  IT IS ALSO 35.8 FT S.E. OF A SPIKE IN
 SY2215'A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2217 ***********************************************************************
 SY2217  DESIGNATION -  FN 40 K CO 1969
 SY2217  PID         -  SY2217
 SY2217  STATE/COUNTY-  WA/KING
 SY2217  USGS QUAD   -  RENTON (1994)
 SY2217
 SY2217                         *CURRENT SURVEY CONTROL
 SY2217  ___________________________________________________________________
 SY2217* NAD 83(1991)-  47 22 54.25764(N)    122 11 12.57927(W)     ADJUSTED  
 SY2217* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 SY2217  ___________________________________________________________________
 SY2217  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 SY2217  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SY2217
 SY2217  HORZ ORDER  -  SECOND
 SY2217
 SY2217.The horizontal coordinates were established by classical geodetic methods
 SY2217.and adjusted by the National Geodetic Survey in December 1991..
 SY2217
 SY2217.The orthometric height was scaled from a topographic map.
 SY2217
 SY2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2217
 SY2217.The geoid height was determined by GEOID03.
 SY2217
 SY2217;                    North         East     Units Scale Factor Converg.
 SY2217;SPC WA N     -    43,341.497   397,796.933   MT  1.00002416   -1 00 27.7
 SY2217;SPC WA N     -   142,196.23  1,305,105.44   sFT  1.00002416   -1 00 27.7
 SY2217;UTM  10      - 5,247,907.253   561,380.032   MT  0.99964630   +0 35 54.3
 SY2217
 SY2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2217!SPC WA N     -   0.99998146  x   1.00002416  =   1.00000562
 SY2217!UTM  10      -   0.99998146  x   0.99964630  =   0.99962777
 SY2217
 SY2217                          SUPERSEDED SURVEY CONTROL
 SY2217
 SY2217  NAD 83(1986)-  47 22 54.25006(N)    122 11 12.58987(W) AD(       ) 2
 SY2217  NAD 27      -  47 22 54.88816(N)    122 11 08.15858(W) AD(       ) 2
 SY2217
 SY2217.Superseded values are not recommended for survey control.
 SY2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2217.See file dsdata.txt to determine how the superseded data were derived.
 SY2217
 SY2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6138047907(NAD 83)
 SY2217
 SY2217  HISTORY     - Date     Condition        Report By
 SY2217  HISTORY     - 1969     MONUMENTED       WA-033
 SY2217
 SY2217                          STATION DESCRIPTION
 SY2217
 SY2217'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2217'LOCATION--
 SY2217'
 SY2217'POINT IS LOCATED 0.4 MILES SOUTH OF S.E. 240TH ST. ON 116TH
 SY2217'AVE. S.E. POINT IS ON SHOULDER 14.5 FT WEST OF CEN. LINE OF 116TH
 SY2217'S.E. AND ACROSS ROAD FROM CEN. LINE OF DRWY. TO HOUSE NO
 SY2217'24436.  POINT IS 7.0 FT EAST OF REF. POST, AND 58.8 FT N.W. OF
 SY2217'THE CENTER OF A CLUMP OF 3 IN FIR TREES, AND 40.6 FT S.W. OF A
 SY2217'SPIKE IN A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2211 ***********************************************************************
 SY2211  DESIGNATION -  FN 41 K CO 1969
 SY2211  PID         -  SY2211
 SY2211  STATE/COUNTY-  WA/KING
 SY2211  USGS QUAD   -  RENTON (1994)
 SY2211
 SY2211                         *CURRENT SURVEY CONTROL
 SY2211  ___________________________________________________________________
 SY2211* NAD 83(1991)-  47 22 39.23336(N)    122 11 11.94955(W)     ADJUSTED  
 SY2211* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 SY2211  ___________________________________________________________________
 SY2211  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 SY2211  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 SY2211
 SY2211  HORZ ORDER  -  SECOND
 SY2211
 SY2211.The horizontal coordinates were established by classical geodetic methods
 SY2211.and adjusted by the National Geodetic Survey in December 1991..
 SY2211
 SY2211.The orthometric height was scaled from a topographic map.
 SY2211
 SY2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2211
 SY2211.The geoid height was determined by GEOID03.
 SY2211
 SY2211;                    North         East     Units Scale Factor Converg.
 SY2211;SPC WA N     -    42,877.333   397,801.981   MT  1.00002509   -1 00 27.3
 SY2211;SPC WA N     -   140,673.38  1,305,122.00   sFT  1.00002509   -1 00 27.3
 SY2211;UTM  10      - 5,247,443.588   561,398.081   MT  0.99964633   +0 35 54.6
 SY2211
 SY2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2211!SPC WA N     -   0.99998146  x   1.00002509  =   1.00000655
 SY2211!UTM  10      -   0.99998146  x   0.99964633  =   0.99962779
 SY2211
 SY2211                          SUPERSEDED SURVEY CONTROL
 SY2211
 SY2211  NAD 83(1986)-  47 22 39.22578(N)    122 11 11.96016(W) AD(       ) 2
 SY2211  NAD 27      -  47 22 39.86382(N)    122 11 07.52947(W) AD(       ) 2
 SY2211
 SY2211.Superseded values are not recommended for survey control.
 SY2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2211.See file dsdata.txt to determine how the superseded data were derived.
 SY2211
 SY2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6139847444(NAD 83)
 SY2211_MARKER: Z = SEE DESCRIPTION
 SY2211_SETTING: 0 = UNSPECIFIED SETTING
 SY2211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY2211
 SY2211  HISTORY     - Date     Condition        Report By
 SY2211  HISTORY     - 1969     MONUMENTED       WA-033
 SY2211  HISTORY     - 1987     GOOD             USPSQD
 SY2211
 SY2211                          STATION DESCRIPTION
 SY2211
 SY2211'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2211'APPROX. LOCATION--2 MILES EAST OF KENT
 SY2211'
 SY2211'POINT IS LOCATED 0.15 MILE SOUTH OF INTERSECTION OF S.E. 248TH
 SY2211'AND 116TH S.E.  POINT IS 26.2 FT EAST OF CENTERLINE OF 116TH
 SY2211'S.E. AND 75.2 FT NORTH OF A DIRT DRIVEWAY (HOUSE 25023), AND 83.0
 SY2211'FT N.E. OF THE CENTER OF A 12 IN ASH AND 18.9 FT SOUTH OF A POWER
 SY2211'POLE AND 3.3 FT WEST OF THE REFERENCE POST.
 SY2211'
 SY2211'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONCRETE SURFACE
 SY2211'MONUMENT.
 SY2211'
 SY2211'SUB-SURFACE MONUMENT--NONE
 SY2211'
 SY2211'MONUMENT STAMPED FN-41 1969
 SY2211
 SY2211                          STATION RECOVERY (1987)
 SY2211
 SY2211'RECOVERY NOTE BY US POWER SQUADRON 1987 (BA)
 SY2211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2223 ***********************************************************************
 SY2223  DESIGNATION -  FN 5 K CO 1968
 SY2223  PID         -  SY2223
 SY2223  STATE/COUNTY-  WA/KING
 SY2223  USGS QUAD   -  RENTON (1994)
 SY2223
 SY2223                         *CURRENT SURVEY CONTROL
 SY2223  ___________________________________________________________________
 SY2223* NAD 83(1991)-  47 25 48.56464(N)    122 11 49.82996(W)     ADJUSTED  
 SY2223* NAVD 88     -       139.3    (meters)     457.     (feet)  VERTCON   
 SY2223  ___________________________________________________________________
 SY2223  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 SY2223  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 SY2223
 SY2223  HORZ ORDER  -  SECOND
 SY2223
 SY2223.The horizontal coordinates were established by classical geodetic methods
 SY2223.and adjusted by the National Geodetic Survey in December 1991..
 SY2223
 SY2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2223
 SY2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2223
 SY2223.The geoid height was determined by GEOID03.
 SY2223
 SY2223;                    North         East     Units Scale Factor Converg.
 SY2223;SPC WA N     -    48,737.669   397,111.074   MT  1.00001376   -1 00 55.5
 SY2223;SPC WA N     -   159,900.17  1,302,855.25   sFT  1.00001376   -1 00 55.5
 SY2223;UTM  10      - 5,253,280.072   560,543.483   MT  0.99964505   +0 35 28.5
 SY2223
 SY2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2223!SPC WA N     -   0.99998175  x   1.00001376  =   0.99999551
 SY2223!UTM  10      -   0.99998175  x   0.99964505  =   0.99962681
 SY2223
 SY2223                          SUPERSEDED SURVEY CONTROL
 SY2223
 SY2223  NAD 83(1986)-  47 25 48.55729(N)    122 11 49.83962(W) AD(       ) 2
 SY2223  NAD 27      -  47 25 49.19693(N)    122 11 45.40591(W) AD(       ) 2
 SY2223  NGVD 29 (07/19/86)  138.2    (m)          453.     (f) VERT ANG       
 SY2223
 SY2223.Superseded values are not recommended for survey control.
 SY2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2223.See file dsdata.txt to determine how the superseded data were derived.
 SY2223
 SY2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6054353280(NAD 83)
 SY2223
 SY2223  HISTORY     - Date     Condition        Report By
 SY2223  HISTORY     - 1968     MONUMENTED       WA-033
 SY2223
 SY2223                          STATION DESCRIPTION
 SY2223
 SY2223'DESCRIBED BY KING COUNTY WASHINGTON 1968
 SY2223'LOCATION--
 SY2223'
 SY2223'THIS POINT IS LOCATED AT THE S.W. CORNER OF THE INTERSECTION OF
 SY2223'THE BENSON ROAD (108TH AVE. S.E.) AND S.E. 192ND.  THE POINT IS
 SY2223'21.5 SOUTH OF THE CENTER OF S.E. 192ND. ST.  THE POINT IS 25.4
 SY2223'W. OF THE CENTER OF THE BENSON RD.
 SY2223'
 SY2223'THE POINT IS 36.35 FT S.W. OF THE 1/4 COR. OF SEC. 32/5.  THE
 SY2223'1/4 COR. IS A BRASS PLUG WITH CROSS SET IN CON. PAVEMENT.
 SY2223'
 SY2223'THE POINT IS 36.4 FT N.E. OF A SPIKE IN A POWER POLE.
 SY2223'
 SY2223'THERE IS A CONCRETE MON. WITH LEAD PLUG AND TACK 3.0 FT BELOW
 SY2223'THE SURFACE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2189 ***********************************************************************
 SY2189  DESIGNATION -  FN 8 K CO 1968
 SY2189  PID         -  SY2189
 SY2189  STATE/COUNTY-  WA/KING
 SY2189  USGS QUAD   -  RENTON (1994)
 SY2189
 SY2189                         *CURRENT SURVEY CONTROL
 SY2189  ___________________________________________________________________
 SY2189* NAD 83(1991)-  47 25 48.90513(N)    122 10 28.93342(W)     ADJUSTED  
 SY2189* NAVD 88     -       115.1    (meters)     378.     (feet)  VERTCON   
 SY2189  ___________________________________________________________________
 SY2189  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 SY2189  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 SY2189
 SY2189  HORZ ORDER  -  SECOND
 SY2189
 SY2189.The horizontal coordinates were established by classical geodetic methods
 SY2189.and adjusted by the National Geodetic Survey in December 1991..
 SY2189
 SY2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2189
 SY2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2189
 SY2189.The geoid height was determined by GEOID03.
 SY2189
 SY2189;                    North         East     Units Scale Factor Converg.
 SY2189;SPC WA N     -    48,718.387   398,806.328   MT  1.00001374   -0 59 55.2
 SY2189;SPC WA N     -   159,836.91  1,308,417.09   sFT  1.00001374   -0 59 55.2
 SY2189;UTM  10      - 5,253,308.316   562,237.988   MT  0.99964760   +0 36 28.1
 SY2189
 SY2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2189!SPC WA N     -   0.99998555  x   1.00001374  =   0.99999929
 SY2189!UTM  10      -   0.99998555  x   0.99964760  =   0.99963315
 SY2189
 SY2189:                Primary Azimuth Mark                     Grid Az
 SY2189:SPC WA N     -  EN 7 K CO 1968                           089 37 51.2
 SY2189:UTM  10      -  EN 7 K CO 1968                           088 01 27.9
 SY2189
 SY2189|---------------------------------------------------------------------|
 SY2189| PID    Reference Object                     Distance      Geod. Az  |
 SY2189|                                                           dddmmss.s |
 SY2189| SY2176 EN 7 K CO 1968                      APPROX. 0.6 KM 0883756.0 |
 SY2189| SY2200 EN 6 K CO 1968                      294.609 METERS 27144     |
 SY2189|---------------------------------------------------------------------|
 SY2189
 SY2189                          SUPERSEDED SURVEY CONTROL
 SY2189
 SY2189  NAD 83(1986)-  47 25 48.89749(N)    122 10 28.94297(W) AD(       ) 2
 SY2189  NAD 27      -  47 25 49.53683(N)    122 10 24.51170(W) AD(       ) 2
 SY2189  NGVD 29 (07/19/86)  114.0    (m)          374.     (f) VERT ANG       
 SY2189
 SY2189.Superseded values are not recommended for survey control.
 SY2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2189.See file dsdata.txt to determine how the superseded data were derived.
 SY2189
 SY2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6223853308(NAD 83)
 SY2189
 SY2189  HISTORY     - Date     Condition        Report By
 SY2189  HISTORY     - 1968     MONUMENTED       WA-033
 SY2189  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY2189
 SY2189                          STATION DESCRIPTION
 SY2189
 SY2189'DESCRIBED BY KING COUNTY WASHINGTON 1968
 SY2189'LOCATION--
 SY2189'
 SY2189'THIS POINT IS LOCATED APPROX. 240 FT EAST AND 12 FT SOUTH OF THE
 SY2189'INTERSECTION OF 124TH AVE. S.E. AND S.E. 192ND. ST.  THE POINT IS
 SY2189'IN THE APPROX. CENTER OF THE B.P.A. (COV. MPL. VAL.) TRANSMISSION
 SY2189'LINE.
 SY2189'
 SY2189'THE POINT IS 4.0 FT NORTH OF A REF. POST.
 SY2189'
 SY2189'THE POINT IS 69.5 FT E. OF A R.R. SPIKE IN A POWER POLE.
 SY2189'
 SY2189'THE POINT IS 71.1 FT ENE OF A R.R. SPIKE IN A POWER POLE.
 SY2189'
 SY2189'* THERE IS A CONCRETE MON. WITH A TACK IN LEAD 3 FT BELOW THE
 SY2189'SURFACE POINT.
 SY2189
 SY2189                          STATION RECOVERY (1987)
 SY2189
 SY2189'RECOVERY NOTE BY US POWER SQUADRON 1987 (BA)
 SY2189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2039 ***********************************************************************
 SY2039  DESIGNATION -  FN 82
 SY2039  PID         -  SY2039
 SY2039  STATE/COUNTY-  WA/KING
 SY2039  USGS QUAD   -  AUBURN (1994)
 SY2039
 SY2039                         *CURRENT SURVEY CONTROL
 SY2039  ___________________________________________________________________
 SY2039* NAD 83(1991)-  47 21 28.98171(N)    122 09 44.56071(W)     ADJUSTED  
 SY2039* NAVD 88     -       119.3    (meters)     391.     (feet)  VERTCON   
 SY2039  ___________________________________________________________________
 SY2039  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 SY2039  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 SY2039
 SY2039  HORZ ORDER  -  SECOND
 SY2039
 SY2039.The horizontal coordinates were established by classical geodetic methods
 SY2039.and adjusted by the National Geodetic Survey in December 1991..
 SY2039
 SY2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY2039
 SY2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2039
 SY2039.The geoid height was determined by GEOID03.
 SY2039
 SY2039;                    North         East     Units Scale Factor Converg.
 SY2039;SPC WA N     -    40,676.083   399,597.470   MT  1.00002950   -0 59 22.2
 SY2039;SPC WA N     -   133,451.45  1,311,012.70   sFT  1.00002950   -0 59 22.2
 SY2039;UTM  10      - 5,245,294.336   563,253.848   MT  0.99964917   +0 36 58.2
 SY2039
 SY2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2039!SPC WA N     -   0.99998487  x   1.00002950  =   1.00001437
 SY2039!UTM  10      -   0.99998487  x   0.99964917  =   0.99963404
 SY2039
 SY2039:                Primary Azimuth Mark                     Grid Az
 SY2039:SPC WA N     -  210 A WSHD                               091 39 05.0
 SY2039:UTM  10      -  210 A WSHD                               090 02 44.6
 SY2039
 SY2039|---------------------------------------------------------------------|
 SY2039| PID    Reference Object                     Distance      Geod. Az  |
 SY2039|                                                           dddmmss.s |
 SY2039| SY2034 210 A WSHD                          APPROX. 0.5 KM 0903942.8 |
 SY2039| SY2045 FN 33 K CO 1969                     238.744 METERS 26405     |
 SY2039|---------------------------------------------------------------------|
 SY2039
 SY2039                          SUPERSEDED SURVEY CONTROL
 SY2039
 SY2039  NAD 83(1986)-  47 21 28.97397(N)    122 09 44.57186(W) AD(       ) 2
 SY2039  NAD 27      -  47 21 29.61047(N)    122 09 40.14467(W) AD(       ) 2
 SY2039  NGVD 29 (07/19/86)  118.2    (m)          388.     (f) VERT ANG       
 SY2039
 SY2039.Superseded values are not recommended for survey control.
 SY2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2039.See file dsdata.txt to determine how the superseded data were derived.
 SY2039
 SY2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6325445294(NAD 83)
 SY2039
 SY2039  HISTORY     - Date     Condition        Report By
 SY2039  HISTORY     - 1969     MONUMENTED       WA-033
 SY2039
 SY2039                          STATION DESCRIPTION
 SY2039
 SY2039'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY2039'LOCATION--
 SY2039'
 SY2039'POINT IS 15.0 FT NORTH OF THE CENTER OF S.E. 272ND. ST.  IT IS
 SY2039'APPROX. 0.1 MILES EAST OF 132ND AVE. S.E.  IT IS 66.0 FT WEST OF
 SY2039'A GRAVEL DRIVEWAY TO THE NORTH.
 SY2039'
 SY2039'POINT IS 43.9 FT EAST OF A SPIKE IN A POWER POLE.
 SY2039'
 SY2039'POINT IS 62.4 FT N.E. OF A SPIKE IN A TEL. POLE.
 SY2039'
 SY2039'* THERE IS A CON. MON. WITH A TACK IN LEAD 3.0 FT BELOW THE UPPER
 SY2039'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1994 ***********************************************************************
 SY1994  DESIGNATION -  FN 86 K CO 1969
 SY1994  PID         -  SY1994
 SY1994  STATE/COUNTY-  WA/KING
 SY1994  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1994
 SY1994                         *CURRENT SURVEY CONTROL
 SY1994  ___________________________________________________________________
 SY1994* NAD 83(1991)-  47 21 29.42654(N)    122 07 04.63646(W)     ADJUSTED  
 SY1994* NAVD 88     -       114.4    (meters)     375.     (feet)  VERTCON   
 SY1994  ___________________________________________________________________
 SY1994  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 SY1994  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SY1994
 SY1994  HORZ ORDER  -  SECOND
 SY1994
 SY1994.The horizontal coordinates were established by classical geodetic methods
 SY1994.and adjusted by the National Geodetic Survey in December 1991..
 SY1994
 SY1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1994
 SY1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1994
 SY1994.The geoid height was determined by GEOID03.
 SY1994
 SY1994;                    North         East     Units Scale Factor Converg.
 SY1994;SPC WA N     -    40,632.830   402,953.343   MT  1.00002947   -0 57 23.1
 SY1994;SPC WA N     -   133,309.54  1,322,022.76   sFT  1.00002947   -0 57 23.1
 SY1994;UTM  10      - 5,245,345.103   566,608.348   MT  0.99965452   +0 38 55.9
 SY1994
 SY1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1994!SPC WA N     -   0.99998563  x   1.00002947  =   1.00001510
 SY1994!UTM  10      -   0.99998563  x   0.99965452  =   0.99964016
 SY1994
 SY1994                          SUPERSEDED SURVEY CONTROL
 SY1994
 SY1994  NAD 83(1986)-  47 21 29.41839(N)    122 07 04.64729(W) AD(       ) 2
 SY1994  NAD 27      -  47 21 30.05370(N)    122 07 00.22277(W) AD(       ) 2
 SY1994  NGVD 29 (07/19/86)  113.3    (m)          372.     (f) VERT ANG       
 SY1994
 SY1994.Superseded values are not recommended for survey control.
 SY1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1994.See file dsdata.txt to determine how the superseded data were derived.
 SY1994
 SY1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6660845345(NAD 83)
 SY1994
 SY1994  HISTORY     - Date     Condition        Report By
 SY1994  HISTORY     - 1969     MONUMENTED       WA-033
 SY1994
 SY1994                          STATION DESCRIPTION
 SY1994
 SY1994'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY1994'LOCATION--
 SY1994'
 SY1994'THIS POINT IS LOCATED 15.0 FT NORTH OF THE CENTER OF S.E. 272ND
 SY1994'ST.  IT IS 102 FT EAST OF THE CENTER OF 167TH PL. N.E.  THE POINT
 SY1994'IS 34.0 FT WEST OF THE CENTER OF A DRIVEWAY WHICH LEADS TO THE
 SY1994'HOUSE NUMBERED 16620.
 SY1994'
 SY1994'POINT IS 17.2 FT S.E. OF A SPIKE IN A 8 IN FIR TREE.  THE TREE
 SY1994'SERVES AS A FENCE CORNER.
 SY1994'
 SY1994'POINT IS 80.6 FT EAST OF A SPIKE IN A POWER POLE.
 SY1994'
 SY1994'* NO SUBSURFACE MON. OR REF. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1989 ***********************************************************************
 SY1989  DESIGNATION -  FN 87 K CO 1969
 SY1989  PID         -  SY1989
 SY1989  STATE/COUNTY-  WA/KING
 SY1989  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1989
 SY1989                         *CURRENT SURVEY CONTROL
 SY1989  ___________________________________________________________________
 SY1989* NAD 83(1991)-  47 21 29.28910(N)    122 06 41.77557(W)     ADJUSTED  
 SY1989* NAVD 88     -       113.3    (meters)     372.     (feet)  VERTCON   
 SY1989  ___________________________________________________________________
 SY1989  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 SY1989  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SY1989
 SY1989  HORZ ORDER  -  SECOND
 SY1989
 SY1989.The horizontal coordinates were established by classical geodetic methods
 SY1989.and adjusted by the National Geodetic Survey in December 1991..
 SY1989
 SY1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1989
 SY1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1989
 SY1989.The geoid height was determined by GEOID03.
 SY1989
 SY1989;                    North         East     Units Scale Factor Converg.
 SY1989;SPC WA N     -    40,620.598   403,432.957   MT  1.00002948   -0 57 06.1
 SY1989;SPC WA N     -   133,269.41  1,323,596.29   sFT  1.00002948   -0 57 06.1
 SY1989;UTM  10      - 5,245,346.311   567,087.938   MT  0.99965531   +0 39 12.7
 SY1989
 SY1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1989!SPC WA N     -   0.99998580  x   1.00002948  =   1.00001528
 SY1989!UTM  10      -   0.99998580  x   0.99965531  =   0.99964112
 SY1989
 SY1989|---------------------------------------------------------------------|
 SY1989| PID    Reference Object                     Distance      Geod. Az  |
 SY1989|                                                           dddmmss.s |
 SY1989| SY1986 FN 88 K CO 1969                     309.212 METERS 08926     |
 SY1989| SY1987 FN 142 K CO 1972                    150.598 METERS 09137     |
 SY1989| SY1994 FN 86 K CO 1969                     479.756 METERS 2703033.3 |
 SY1989| SY1993 FN 132 K CO 1972                    225.227 METERS 27207     |
 SY1989|---------------------------------------------------------------------|
 SY1989
 SY1989                          SUPERSEDED SURVEY CONTROL
 SY1989
 SY1989  NAD 83(1986)-  47 21 29.28088(N)    122 06 41.78640(W) AD(       ) 2
 SY1989  NAD 27      -  47 21 29.91603(N)    122 06 37.36253(W) AD(       ) 2
 SY1989  NGVD 29 (07/19/86)  112.2    (m)          368.     (f) VERT ANG       
 SY1989
 SY1989.Superseded values are not recommended for survey control.
 SY1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1989.See file dsdata.txt to determine how the superseded data were derived.
 SY1989
 SY1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6708845346(NAD 83)
 SY1989
 SY1989  HISTORY     - Date     Condition        Report By
 SY1989  HISTORY     - 1969     MONUMENTED       WA-033
 SY1989
 SY1989                          STATION DESCRIPTION
 SY1989
 SY1989'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY1989'LOCATION--
 SY1989'
 SY1989'THIS POINT IS LOCATED 15 FT SOUTH OF THE CENTER OF
 SY1989'S.E. 272ND. ST.  IT IS 196 FT EAST OF THE CENTER OF 172ND
 SY1989'AVE. S.E. (TO NORTH).
 SY1989'
 SY1989'POINT IS 60.0 FT S.E. OF A SPIKE IN A POWER POLE.
 SY1989'
 SY1989'POINT IS 24.7 FT NORTH OF A SPIKE IN A 24 IN FIR TREE.
 SY1989'
 SY1989'*THERE IS A CONCRETE MON. WITH A TACK IN LEAD 2.5 FT BELOW THE
 SY1989'UPPER POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1986 ***********************************************************************
 SY1986  DESIGNATION -  FN 88 K CO 1969
 SY1986  PID         -  SY1986
 SY1986  STATE/COUNTY-  WA/KING
 SY1986  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1986
 SY1986                         *CURRENT SURVEY CONTROL
 SY1986  ___________________________________________________________________
 SY1986* NAD 83(1991)-  47 21 29.38813(N)    122 06 27.04145(W)     ADJUSTED  
 SY1986* NAVD 88     -       111.7    (meters)     366.     (feet)  VERTCON   
 SY1986  ___________________________________________________________________
 SY1986  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 SY1986  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY1986
 SY1986  HORZ ORDER  -  SECOND
 SY1986
 SY1986.The horizontal coordinates were established by classical geodetic methods
 SY1986.and adjusted by the National Geodetic Survey in December 1991..
 SY1986
 SY1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1986
 SY1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1986
 SY1986.The geoid height was determined by GEOID03.
 SY1986
 SY1986;                    North         East     Units Scale Factor Converg.
 SY1986;SPC WA N     -    40,618.529   403,742.171   MT  1.00002948   -0 56 55.1
 SY1986;SPC WA N     -   133,262.62  1,324,610.77   sFT  1.00002948   -0 56 55.1
 SY1986;UTM  10      - 5,245,352.902   567,396.973   MT  0.99965582   +0 39 23.5
 SY1986
 SY1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1986!SPC WA N     -   0.99998605  x   1.00002948  =   1.00001553
 SY1986!UTM  10      -   0.99998605  x   0.99965582  =   0.99964188
 SY1986
 SY1986:                Primary Azimuth Mark                     Grid Az
 SY1986:SPC WA N     -  FP 1 K CO 1969                           092 37 07.7
 SY1986:UTM  10      -  FP 1 K CO 1969                           091 00 49.1
 SY1986
 SY1986|---------------------------------------------------------------------|
 SY1986| PID    Reference Object                     Distance      Geod. Az  |
 SY1986|                                                           dddmmss.s |
 SY1986| SY1967 FP 1 K CO 1969                      APPROX. 0.7 KM 0914012.6 |
 SY1986| SY1989 FN 87 K CO 1969                     309.212 METERS 26926     |
 SY1986|---------------------------------------------------------------------|
 SY1986
 SY1986                          SUPERSEDED SURVEY CONTROL
 SY1986
 SY1986  NAD 83(1986)-  47 21 29.37986(N)    122 06 27.05222(W) AD(       ) 2
 SY1986  NAD 27      -  47 21 30.01492(N)    122 06 22.62887(W) AD(       ) 2
 SY1986  NGVD 29 (07/19/86)  110.6    (m)          363.     (f) VERT ANG       
 SY1986
 SY1986.Superseded values are not recommended for survey control.
 SY1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1986.See file dsdata.txt to determine how the superseded data were derived.
 SY1986
 SY1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6739745353(NAD 83)
 SY1986
 SY1986  HISTORY     - Date     Condition        Report By
 SY1986  HISTORY     - 1969     MONUMENTED       WA-033
 SY1986  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY1986
 SY1986                          STATION DESCRIPTION
 SY1986
 SY1986'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY1986'LOCATION--
 SY1986'
 SY1986'THIS POINT IS LOCATED AT THE N.W. CORNER OF THE INTERSECTION OF
 SY1986'S.E. 272ND ST. AND THE WAX ROAD.  THE POINT IS 21.7 FT NORTH OF
 SY1986'THE CENTER LINE OF S.E. 272ND ST.
 SY1986'
 SY1986'POINT IS 59.3 FT NORTH OF A SPIKE IN A TEL. POLE.
 SY1986'
 SY1986'POINT IS 78.6 FT WEST OF A SPIKE IN A POWER POLE.
 SY1986'
 SY1986'*THERE IS A CONCRETE MON. WITH A TACK IN LEAD 2.5 FT BELOW THE
 SY1986'UPPER POINT.
 SY1986
 SY1986                          STATION RECOVERY (1987)
 SY1986
 SY1986'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 SY1986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1982 ***********************************************************************
 SY1982  DESIGNATION -  FN 89 K CO 1969
 SY1982  PID         -  SY1982
 SY1982  STATE/COUNTY-  WA/KING
 SY1982  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1982
 SY1982                         *CURRENT SURVEY CONTROL
 SY1982  ___________________________________________________________________
 SY1982* NAD 83(1991)-  47 21 35.28639(N)    122 06 17.15816(W)     ADJUSTED  
 SY1982* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 SY1982  ___________________________________________________________________
 SY1982  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 SY1982  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY1982
 SY1982  HORZ ORDER  -  SECOND
 SY1982
 SY1982.The horizontal coordinates were established by classical geodetic methods
 SY1982.and adjusted by the National Geodetic Survey in December 1991..
 SY1982
 SY1982.The orthometric height was scaled from a topographic map.
 SY1982
 SY1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1982
 SY1982.The geoid height was determined by GEOID03.
 SY1982
 SY1982;                    North         East     Units Scale Factor Converg.
 SY1982;SPC WA N     -    40,797.233   403,952.560   MT  1.00002910   -0 56 47.8
 SY1982;SPC WA N     -   133,848.92  1,325,301.02   sFT  1.00002910   -0 56 47.8
 SY1982;UTM  10      - 5,245,537.361   567,602.196   MT  0.99965616   +0 39 30.9
 SY1982
 SY1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1982!SPC WA N     -   0.99998505  x   1.00002910  =   1.00001415
 SY1982!UTM  10      -   0.99998505  x   0.99965616  =   0.99964121
 SY1982
 SY1982                          SUPERSEDED SURVEY CONTROL
 SY1982
 SY1982  NAD 83(1986)-  47 21 35.27577(N)    122 06 17.17278(W) AD(       ) 2
 SY1982  NAD 27      -  47 21 35.91159(N)    122 06 12.74827(W) AD(       ) 2
 SY1982
 SY1982.Superseded values are not recommended for survey control.
 SY1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1982.See file dsdata.txt to determine how the superseded data were derived.
 SY1982
 SY1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6760245537(NAD 83)
 SY1982
 SY1982  HISTORY     - Date     Condition        Report By
 SY1982  HISTORY     - 1969     MONUMENTED       WA-033
 SY1982  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY1982
 SY1982                          STATION DESCRIPTION
 SY1982
 SY1982'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY1982'LOCATION--
 SY1982'
 SY1982'THIS POINT IS LOCATED 13 FT EAST OF THE CENTERLINE OF THE WAX
 SY1982'ROAD.  IT IS APPROX. 0.15 MILES NORTH OF S.E. 272ND ST.
 SY1982'
 SY1982'POINT IS 8.1 FT N.W. OF A SPIKE IN A POWER POLE.
 SY1982'
 SY1982'POINT IS 19.2 FT N.N.W. OF A SPIKE IN A TREE.
 SY1982'
 SY1982'*THERE IS NO SUB-SURFACE MON OR REF. POST.
 SY1982
 SY1982                          STATION RECOVERY (1987)
 SY1982
 SY1982'RECOVERY NOTE BY US POWER SQUADRON 1987 (PCL)
 SY1982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3455 ***********************************************************************
 SY3455  DESIGNATION -  FOAM
 SY3455  PID         -  SY3455
 SY3455  STATE/COUNTY-  WA/MASON
 SY3455  USGS QUAD   -  LAKE WOOTEN (1994)
 SY3455
 SY3455                         *CURRENT SURVEY CONTROL
 SY3455  ___________________________________________________________________
 SY3455* NAD 83(1991)-  47 23 49.38194(N)    122 58 02.46153(W)     ADJUSTED  
 SY3455* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY3455  ___________________________________________________________________
 SY3455  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 SY3455  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 SY3455
 SY3455  HORZ ORDER  -  THIRD
 SY3455
 SY3455.The horizontal coordinates were established by classical geodetic methods
 SY3455.and adjusted by the National Geodetic Survey in December 1991..
 SY3455
 SY3455.The orthometric height was scaled from a topographic map.
 SY3455
 SY3455.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3455
 SY3455.The geoid height was determined by GEOID03.
 SY3455
 SY3455;                    North         East     Units Scale Factor Converg.
 SY3455;SPC WA S     -   232,307.045   313,765.457   MT  1.00001521   -1 47 32.2
 SY3455;SPC WA S     -   762,160.70  1,029,412.17   sFT  1.00001521   -1 47 32.2
 SY3455;SPC WA N     -    46,378.694   338,918.787   MT  1.00002079   -1 35 19.7
 SY3455;SPC WA N     -   152,160.77  1,111,936.05   sFT  1.00002079   -1 35 19.7
 SY3455;UTM  10      - 5,249,288.950   502,463.754   MT  0.99960007   +0 01 26.5
 SY3455
 SY3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3455!SPC WA S     -   1.00000311  x   1.00001521  =   1.00001832
 SY3455!SPC WA N     -   1.00000311  x   1.00002079  =   1.00002390
 SY3455!UTM  10      -   1.00000311  x   0.99960007  =   0.99960318
 SY3455
 SY3455:                Primary Azimuth Mark                     Grid Az
 SY3455:SPC WA S     -  FLAG POLE NEAR STA GRANITE 2             105 14 57.6
 SY3455:SPC WA N     -  FLAG POLE NEAR STA GRANITE 2             105 02 45.1
 SY3455:UTM  10      -  FLAG POLE NEAR STA GRANITE 2             103 25 58.9
 SY3455
 SY3455|---------------------------------------------------------------------|
 SY3455| PID    Reference Object                     Distance      Geod. Az  |
 SY3455|                                                           dddmmss.s |
 SY3455| SY3466 FLAG POLE NEAR STA GRANITE 2        APPROX. 3.7 KM 1032725.4 |
 SY3455| SY3468 FLAG POLE W OF STA GRANITE 2        APPROX. 3.4 KM 1074313.3 |
 SY3455| SY3458 LARGE RED HSE N GAB NEAR HOME       APPROX. 2.1 KM 1395258.6 |
 SY3455| SY3457 FLAG END OF DOCK NEAR HUGHEY 2      APPROX. 2.0 KM 1585043.4 |
 SY3455| SY3469 FLAG POLE NEAR STA HUGHEY 2         APPROX. 2.0 KM 1913453.8 |
 SY3455| SY3453 WOODEN OIL TK ON DOCK NR SCOTT      APPROX. 1.8 KM 2381740.9 |
 SY3455| CE4032 FOAM RM                              18.120 METERS 31041     |
 SY3455|---------------------------------------------------------------------|
 SY3455
 SY3455                          SUPERSEDED SURVEY CONTROL
 SY3455
 SY3455  NAD 83(1986)-  47 23 49.37831(N)    122 58 02.46998(W) AD(       ) 3
 SY3455  NAD 27      -  47 23 50.04200(N)    122 57 57.94800(W) AD(       ) 3
 SY3455
 SY3455.Superseded values are not recommended for survey control.
 SY3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3455.See file dsdata.txt to determine how the superseded data were derived.
 SY3455
 SY3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0246449289(NAD 83)
 SY3455_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3455
 SY3455  HISTORY     - Date     Condition        Report By
 SY3455  HISTORY     - 1934     MONUMENTED       CGS
 SY3455  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY3455
 SY3455                          STATION DESCRIPTION
 SY3455
 SY3455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY3455'STATION IS LOCATED ON A SMALL ROUND POINT AND SPIT ON THE NW SIDE
 SY3455'OF HOODS CANAL ABOUT 5.5 MILES (NAUTICAL) FROM THE HEAD OF THE CANAL
 SY3455'AT LYNCH COVE.  A SMALL STREAM COMES INTO THE SPIT DIRECTLY BACK
 SY3455'OF THE STATION AND EMPTIES ON THE N EDGE OF THE SPIT.  THE STATION
 SY3455'IS ON GRASS-COVERED GRAVEL 15 FEET BACK OF THE HIGH-WATER LINE
 SY3455'AND 90 FEET FROM THE TREE LINE AT THE OUTERMOST EXTREMITY OF THE
 SY3455'SPIT.
 SY3455'
 SY3455'SURFACE MARK IS MARKED, AS DESCRIBED IN NOTE 1A, BY A STANDARD
 SY3455'DISK SET IN AN 11- BY 11- BY 24-INCH BLOCK OF CONCRETE PROJECTING
 SY3455'2 INCHES.
 SY3455'
 SY3455'SUBSURFACE MARK IS MARKED AS DESCRIBED IN NOTE 7A, BY A STANDARD
 SY3455'DISK SET IN A MASS OF CONCRETE 30 INCHES DEEP.
 SY3455'
 SY3455'REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 11A, BY A STANDARD
 SY3455'DISK SET IN AN 11- BY 11- BY 20-INCH BLOCK OF CONCRETE NW OF THE
 SY3455'CENTER AND ABOUT 25 FEET FROM THE TREE LINE.
 SY3455
 SY3455                          STATION RECOVERY (1983)
 SY3455
 SY3455'RECOVERY NOTE BY US POWER SQUADRON 1983 (ABY)
 SY3455'MUCH EROSION FROM STORMS AND BACK FILLING BULKHEADS AND GRAVEL FILLS
 SY3455'FOR BUILDING SITES HAVE DESTROYED NEARLY ALL THE AREAS OF SURVEY
 SY3455'MARKS ON THIS NORTH SIDE OF HOOD CANAL.
 SY3455'
 SY3455'RM AND STATION NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1027 ***********************************************************************
 TP1027  DESIGNATION -  FOBES IS
 TP1027  PID         -  TP1027
 TP1027  STATE/COUNTY-  WA/STEVENS
 TP1027  USGS QUAD   -  CEDONIA (1994)
 TP1027
 TP1027                         *CURRENT SURVEY CONTROL
 TP1027  ___________________________________________________________________
 TP1027* NAD 83(1991)-  48 12 01.93460(N)    118 10 47.53310(W)     ADJUSTED  
 TP1027* NAVD 88     -                                                        
 TP1027  ___________________________________________________________________
 TP1027  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 TP1027  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 TP1027
 TP1027  HORZ ORDER  -  THIRD
 TP1027
 TP1027.The horizontal coordinates were established by classical geodetic methods
 TP1027.and adjusted by the National Geodetic Survey in December 1991..
 TP1027
 TP1027
 TP1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1027
 TP1027.The geoid height was determined by GEOID03.
 TP1027
 TP1027;                    North         East     Units Scale Factor Converg.
 TP1027;SPC WA N     -   136,878.916   697,196.723   MT  0.99994329   +1 58 32.0
 TP1027;SPC WA N     -   449,076.91  2,287,386.25   sFT  0.99994329   +1 58 32.0
 TP1027;UTM  11      - 5,339,262.494   412,329.300   MT  0.99969444   -0 52 46.7
 TP1027
 TP1027                          SUPERSEDED SURVEY CONTROL
 TP1027
 TP1027  NAD 83(1986)-  48 12 01.94414(N)    118 10 47.52937(W) AD(       ) 4
 TP1027  NAD 27      -  48 12 02.34300(N)    118 10 43.57600(W) AD(       ) 3
 TP1027
 TP1027.Superseded values are not recommended for survey control.
 TP1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1027.See file dsdata.txt to determine how the superseded data were derived.
 TP1027
 TP1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1232939262(NAD 83)
 TP1027
 TP1027  HISTORY     - Date     Condition        Report By
 TP1027  HISTORY     - 1936     MONUMENTED       BOR
 TP1027
 TP1027                          STATION DESCRIPTION
 TP1027
 TP1027'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP1027'STATION IS LOCATED IN THE NE 1/4 SEC. 8, T. 31 N., R. 37 E. WM,
 TP1027'ON GRASS KNOLL 400 FEET NE OF UNPAINTED FARM BUILDINGS ON FIRST
 TP1027'BENCH ABOVE RIVER (LARGE SLIDE DIRECTLY BELOW BUILDINGS).  KNOLL,
 TP1027'UPON WHICH SIGNAL IS LOCATED, IS AT N EDGE OF PLOWED FIELD AND AT
 TP1027'THE S EDGE OF LARGE DRAW.
 TP1027'
 TP1027'STATION MARK IS SET ACCORDING TO NOTE 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1576 ***********************************************************************
 SX1576  DESIGNATION -  FOG
 SX1576  PID         -  SX1576
 SX1576  STATE/COUNTY-  WA/PIERCE
 SX1576  USGS QUAD   -  OLD BALDY MOUNTAIN (1986)
 SX1576
 SX1576                         *CURRENT SURVEY CONTROL
 SX1576  ___________________________________________________________________
 SX1576* NAD 83(1991)-  47 07 00.81586(N)    121 53 33.19499(W)     ADJUSTED  
 SX1576* NAVD 88     -      1210.8    (meters)    3972.     (feet)  VERTCON   
 SX1576  ___________________________________________________________________
 SX1576  LAPLACE CORR-          16.63  (seconds)                    DEFLEC99
 SX1576  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SX1576
 SX1576  HORZ ORDER  -  THIRD
 SX1576
 SX1576.The horizontal coordinates were established by classical geodetic methods
 SX1576.and adjusted by the National Geodetic Survey in December 1991..
 SX1576
 SX1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1576
 SX1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1576
 SX1576.The geoid height was determined by GEOID03.
 SX1576
 SX1576;                    North         East     Units Scale Factor Converg.
 SX1576;SPC WA S     -   199,180.588   394,329.079   MT  0.99995768   -1 00 41.6
 SX1576;SPC WA S     -   653,478.31  1,293,727.99   sFT  0.99995768   -1 00 41.6
 SX1576;SPC WA N     -    13,549.953   419,610.798   MT  1.00009344   -0 47 19.0
 SX1576;SPC WA N     -    44,455.14  1,376,673.09   sFT  1.00009344   -0 47 19.0
 SX1576;UTM  10      - 5,218,749.119   584,010.026   MT  0.99968674   +0 48 41.5
 SX1576
 SX1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1576!SPC WA S     -   0.99981353  x   0.99995768  =   0.99977122
 SX1576!SPC WA N     -   0.99981353  x   1.00009344  =   0.99990695
 SX1576!UTM  10      -   0.99981353  x   0.99968674  =   0.99950033
 SX1576
 SX1576|---------------------------------------------------------------------|
 SX1576| PID    Reference Object                     Distance      Geod. Az  |
 SX1576|                                                           dddmmss.s |
 SX1576| CS4871 FOG RM 2                              5.337 METERS 04751     |
 SX1576| SX1584 OFARRELL LO                         APPROX. 7.0 KM 2142509.8 |
 SX1576| CS4870 FOG RM 1                              6.717 METERS 32223     |
 SX1576|---------------------------------------------------------------------|
 SX1576
 SX1576                          SUPERSEDED SURVEY CONTROL
 SX1576
 SX1576  NAD 83(1986)-  47 07 00.81182(N)    121 53 33.20379(W) AD(       ) 3
 SX1576  NGVD 29 (11/26/90) 1209.7    (m)         3969.     (f) VERT ANG       
 SX1576
 SX1576.Superseded values are not recommended for survey control.
 SX1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1576.See file dsdata.txt to determine how the superseded data were derived.
 SX1576
 SX1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8401018749(NAD 83)
 SX1576_MARKER: DS = TRIANGULATION STATION DISK
 SX1576_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SX1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1576
 SX1576  HISTORY     - Date     Condition        Report By
 SX1576  HISTORY     - 1955     MONUMENTED       USGS
 SX1576  HISTORY     - 1971     GOOD             USGS
 SX1576
 SX1576                          STATION DESCRIPTION
 SX1576
 SX1576'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 SX1576'LOCATED ABOUT 7 MI SE. OF ENUMCLAW, 7 MI ESE. OF BUCKLEY, 2.5 MI
 SX1576'S. OF WHITE RIVER.  ON PROMINENT NORTHERLY OF TWO TOPS WITH
 SX1576'NUMEROUS DEAD SNAGS ON WEST SIDE, KNOWN LOCALLY AS THE FIRST
 SX1576'SISTER.
 SX1576'
 SX1576'TO REACH FROM COLE AND GRIFFIN STREETS IN ENUMCLAW, DRIVE 0.5 MI
 SX1576'SE. ON GRIFFIN STREET.  TURN LEFT ON U.S. HWY. 410 9.2 MI TO
 SX1576'ACCESS GATE RIGHT.  PASS THROUGH GATE AND TURN LEFT 3.5 MI TO RD.
 SX1576'FORKS.  TAKE RIGHT FORK ACROSS BRIDGE OVER WHITE RIVER 0.4 MI TO
 SX1576'X-RDS.  TAKE RIGHT FORK PASSING THROUGH YELLOW GATE ONTO RD.
 SX1576'KNOWN AS 320 LINE 4.0 MI TO RD. FORKS, CONTINUE STRAIGHT AHEAD
 SX1576'0.9 MI.  TAKE RIGHT FORK 2.2 MI.  TAKE RIGHT FORK ACROSS BRIDGE
 SX1576'OVER CLEARWATER RIVER 4.7 MI TO FORKS.  TAKE RIGHT FORK 1.8 MI TO
 SX1576'RD. FORK IN SADDLE, CONTINUE STRAIGHT AHEAD 1.5 MI.  TAKE RIGHT
 SX1576'FORK 4.1 MI ON MAIN RD. TO SADDLE AND DIM RD. RIGHT.  TURN RIGHT
 SX1576'FOLLOWING RD. TO END ABOUT 0.8 MI.  PACK NNE. ABOUT 400 YARDS TO
 SX1576'TOP AND STATION.  A 10-MINUTE PACK.  (OBTAIN KEYS AND PERMISSION
 SX1576'TO PASS FROM WHITE RIVER BRANCH WEYERHAUSER TIMBER CO. AT WHITE
 SX1576'RIVER MILL ABOUT 3 MI E. OF ENUMCLAW ON U.S. HWY. 410.)
 SX1576'
 SX1576'STATION MARK--STANDARD TABLET STAMPED---FOG 1955---, IN SOLID MASS
 SX1576'OF CONCRETE.
 SX1576'
 SX1576'RM 1--STANDARD RM TABLET STAMPED---NO 1 1955---, WELDED TO TOP OF
 SX1576'2-1/2 INCH IRON PIPE PROJECTING ABOUT 1-1/2 FT.
 SX1576'
 SX1576'RM 2--STANDARD RM TABLET STAMPED---NO 2 1955---, WELDED TO TOP OF
 SX1576'2-1/2 INCH IRON PIPE PROJECTING 1 FT.
 SX1576
 SX1576                          STATION RECOVERY (1971)
 SX1576
 SX1576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SX1576'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1045 ***********************************************************************
 TP1045  DESIGNATION -  FOG IS
 TP1045  PID         -  TP1045
 TP1045  STATE/COUNTY-  WA/FERRY
 TP1045  USGS QUAD   -  MILLER MTN (1994)
 TP1045
 TP1045                         *CURRENT SURVEY CONTROL
 TP1045  ___________________________________________________________________
 TP1045* NAD 83(1991)-  48 03 12.15376(N)    118 21 44.01772(W)     ADJUSTED  
 TP1045* NAVD 88     -                                                        
 TP1045  ___________________________________________________________________
 TP1045  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 TP1045  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 TP1045
 TP1045  HORZ ORDER  -  THIRD
 TP1045
 TP1045.The horizontal coordinates were established by classical geodetic methods
 TP1045.and adjusted by the National Geodetic Survey in December 1991..
 TP1045
 TP1045
 TP1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1045
 TP1045.The geoid height was determined by GEOID03.
 TP1045
 TP1045;                    North         East     Units Scale Factor Converg.
 TP1045;SPC WA N     -   120,073.782   684,174.698   MT  0.99994289   +1 50 23.2
 TP1045;SPC WA N     -   393,942.07  2,244,663.16   sFT  0.99994289   +1 50 23.2
 TP1045;UTM  11      - 5,323,130.377   398,489.849   MT  0.99972661   -1 00 47.8
 TP1045
 TP1045                          SUPERSEDED SURVEY CONTROL
 TP1045
 TP1045  NAD 83(1986)-  48 03 12.16396(N)    118 21 44.01326(W) AD(       ) 4
 TP1045  NAD 27      -  48 03 12.58400(N)    118 21 40.04000(W) AD(       ) 3
 TP1045
 TP1045.Superseded values are not recommended for survey control.
 TP1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1045.See file dsdata.txt to determine how the superseded data were derived.
 TP1045
 TP1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP9849023130(NAD 83)
 TP1045
 TP1045  HISTORY     - Date     Condition        Report By
 TP1045  HISTORY     - 1935     MONUMENTED       BOR
 TP1045
 TP1045                          STATION DESCRIPTION
 TP1045
 TP1045'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 TP1045'LOCATED ON N SIDE OF COLUMBIA RIVER, APPROXIMATELY 4 MILES W OF
 TP1045'GEROME, IN SW 1/4 SEC. 35, T. 30 N., R. 35 E. WM, ON DOWNSTREAM
 TP1045'EDGE OF LARGE SLIDE POCKET.
 TP1045'
 TP1045'STATION MARK IS SET ACCORDING TO NOTE 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0816 ***********************************************************************
 SD0816  DESIGNATION -  FONT
 SD0816  PID         -  SD0816
 SD0816  STATE/COUNTY-  WA/CLALLAM
 SD0816  USGS QUAD   -  LA PUSH (1982)
 SD0816
 SD0816                         *CURRENT SURVEY CONTROL
 SD0816  ___________________________________________________________________
 SD0816* NAD 83(1991)-  47 54 29.80648(N)    124 38 12.41855(W)     ADJUSTED  
 SD0816* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 SD0816  ___________________________________________________________________
 SD0816  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 SD0816  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SD0816
 SD0816  HORZ ORDER  -  THIRD
 SD0816
 SD0816.The horizontal coordinates were established by classical geodetic methods
 SD0816.and adjusted by the National Geodetic Survey in December 1991..
 SD0816
 SD0816.The orthometric height was scaled from a topographic map.
 SD0816
 SD0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0816
 SD0816.The geoid height was determined by GEOID03.
 SD0816
 SD0816;                    North         East     Units Scale Factor Converg.
 SD0816;SPC WA N     -   108,008.815   215,793.748   MT  0.99994892   -2 49 54.3
 SD0816;SPC WA N     -   354,358.92    707,983.32   sFT  0.99994892   -2 49 54.3
 SD0816;UTM  10      - 5,307,402.567   377,688.755   MT  0.99978383   -1 12 53.1
 SD0816
 SD0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0816!SPC WA N     -   0.99999582  x   0.99994892  =   0.99994474
 SD0816!UTM  10      -   0.99999582  x   0.99978383  =   0.99977965
 SD0816
 SD0816:                Primary Azimuth Mark                     Grid Az
 SD0816:SPC WA N     -  JAMES ISLAND                             246 03 44.5
 SD0816:UTM  10      -  JAMES ISLAND                             244 26 43.3
 SD0816
 SD0816|---------------------------------------------------------------------|
 SD0816| PID    Reference Object                     Distance      Geod. Az  |
 SD0816|                                                           dddmmss.s |
 SD0816| SD0822 JAMES ISLAND                        APPROX. 0.8 KM 2431350.2 |
 SD0816|---------------------------------------------------------------------|
 SD0816
 SD0816                          SUPERSEDED SURVEY CONTROL
 SD0816
 SD0816  NAD 83(1986)-  47 54 29.80594(N)    124 38 12.43100(W) AD(       ) 3
 SD0816  NAD 27      -  47 54 30.55500(N)    124 38 07.50300(W) AD(       ) 3
 SD0816
 SD0816.Superseded values are not recommended for survey control.
 SD0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0816.See file dsdata.txt to determine how the superseded data were derived.
 SD0816
 SD0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU7768907403(NAD 83)
 SD0816
 SD0816  HISTORY     - Date     Condition        Report By
 SD0816  HISTORY     - 1929     MONUMENTED       CGS
 SD0816  HISTORY     - 1944     SEE DESCRIPTION  CGS
 SD0816
 SD0816                          STATION DESCRIPTION
 SD0816
 SD0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RDH)
 SD0816'STATION IS THE CENTER PIPE OF A 3-FOOT HIGH BUBBLER DRINKING
 SD0816'FOUNTAIN IN THE CENTER OF THE QUILLAYUTE RESERVATION SCHOOLHOUSE
 SD0816'YARD AT LA PUSH.
 SD0816'
 SD0816'A REFERENCE MARK WAS MARKED, AS DESCRIBED IN NOTE 11A, BY SINKING A
 SD0816'CONCRETE BLOCK WITH A STANDARD REFERENCE DISK SET IN IT FLUSH WITH
 SD0816'THE SURFACE OF THE GROUND.
 SD0816
 SD0816                          STATION RECOVERY (1944)
 SD0816
 SD0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HCW)
 SD0816'THE DRINKING FOUNTAIN WHICH CONSTITUTED THE TRIANGULATION STATION
 SD0816'HAS BEEN REMOVED.  THE REFERENCE MARK IS INTACT AND IN APPARENT
 SD0816'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0813 ***********************************************************************
 SD0813  DESIGNATION -  FONT 2
 SD0813  PID         -  SD0813
 SD0813  STATE/COUNTY-  WA/CLALLAM
 SD0813  USGS QUAD   -  LA PUSH (1982)
 SD0813
 SD0813                         *CURRENT SURVEY CONTROL
 SD0813  ___________________________________________________________________
 SD0813* NAD 83(1991)-  47 54 30.08547(N)    124 38 13.16302(W)     ADJUSTED  
 SD0813* NAVD 88     -        10.9    (meters)      36.     (feet)  VERTCON   
 SD0813  ___________________________________________________________________
 SD0813  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 SD0813  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SD0813
 SD0813  HORZ ORDER  -  SECOND
 SD0813
 SD0813.The horizontal coordinates were established by classical geodetic methods
 SD0813.and adjusted by the National Geodetic Survey in December 1991..
 SD0813
 SD0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 SD0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SD0813
 SD0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0813
 SD0813.The geoid height was determined by GEOID03.
 SD0813
 SD0813;                    North         East     Units Scale Factor Converg.
 SD0813;SPC WA N     -   108,018.184   215,778.734   MT  0.99994891   -2 49 54.8
 SD0813;SPC WA N     -   354,389.66    707,934.06   sFT  0.99994891   -2 49 54.8
 SD0813;UTM  10      - 5,307,411.508   377,673.485   MT  0.99978387   -1 12 53.7
 SD0813
 SD0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0813!SPC WA N     -   1.00000196  x   0.99994891  =   0.99995087
 SD0813!UTM  10      -   1.00000196  x   0.99978387  =   0.99978583
 SD0813
 SD0813|---------------------------------------------------------------------|
 SD0813| PID    Reference Object                     Distance      Geod. Az  |
 SD0813|                                                           dddmmss.s |
 SD0813| DD9696 FONT 2 RM 1                          16.496 METERS 12453     |
 SD0813| SD0812 LA PUSH                             APPROX. 1.5 KM 1522901.2 |
 SD0813| SD0156 FONT 2 RM 2                          18.949 METERS 21354     |
 SD0813| SD0832 QUILL RM 2 1971                     118.263 METERS 26558     |
 SD0813| SD0830 FONT 2 1954 ECC 1971                 16.391 METERS 28433     |
 SD0813| SD0826 LA PUSH USCG TANK                    34.293 METERS 29012     |
 SD0813| SD0164 QUILL                               122.183 METERS 29356     |
 SD0813| SD0815 LOG 2 1954 AZ MK                    APPROX. 3.4 KM 3463319.3 |
 SD0813|---------------------------------------------------------------------|
 SD0813
 SD0813                          SUPERSEDED SURVEY CONTROL
 SD0813
 SD0813  NAD 83(1986)-  47 54 30.08493(N)    124 38 13.17548(W) AD(       ) 2
 SD0813  NAD 27      -  47 54 30.83400(N)    124 38 08.24800(W) AD(       ) 2
 SD0813  NGVD 29 (07/19/86)    9.8    (m)           32.     (f) VERT ANG       
 SD0813
 SD0813.Superseded values are not recommended for survey control.
 SD0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0813.See file dsdata.txt to determine how the superseded data were derived.
 SD0813
 SD0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU7767307412(NAD 83)
 SD0813_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SD0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0813
 SD0813  HISTORY     - Date     Condition        Report By
 SD0813  HISTORY     - 1954     MONUMENTED       CGS
 SD0813  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SD0813  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SD0813  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SD0813  HISTORY     - 1976     SEE DESCRIPTION  WADNR
 SD0813  HISTORY     - 1989     MARK NOT FOUND   LOCENG
 SD0813
 SD0813                          STATION DESCRIPTION
 SD0813
 SD0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SD0813'STATION IS LOCATED ON THE SOUTHWEST SIDE OF THE VILLAGE OF LA PUSH,
 SD0813'ON A WIDE GRASS COVERED AREA FRONTING THE EAST SIDE OF THE
 SD0813'U.S. COAST GUARD STATION PROPERTY AT LA PUSH.
 SD0813'
 SD0813'STATION WAS REACHED FROM THE U.S. COAST GUARD STATION.
 SD0813'
 SD0813'SURFACE-STATION MARK, STAMPED FONT 2 1954, IS A STANDARD DISK SET
 SD0813'IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AND
 SD0813'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 33.5 FEET NORTH OF A
 SD0813'WHITE WITNESS POST, 91.5 FEET EAST OF THE NORTHEAST FENCE CORNER
 SD0813'OF FENCE SURROUNDING THE U.S. COAST GUARD STATION AND 30.8 FEET
 SD0813'SOUTHWEST OF TELEPHONE POLE NUMBER 485.
 SD0813'
 SD0813'UNDERGROUND-STATION MARK, STAMPED FONT 2 1954, IS A STANDARD DISK
 SD0813'SET IN THE TOP OF A MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 SD0813'SURFACE OF THE GROUND, ITS CENTER BEING PLUMB WITH THE CENTER OF
 SD0813'THE SURFACE-STATION MARK.
 SD0813'
 SD0813'REFERENCE MARK 1, STAMPED FONT 1929 36.314, IS A STANDARD DISK SET
 SD0813'IN THE TOP OF A CONCRETE MONUMENT WHICH IS 6 INCHES SQUARE AND
 SD0813'PROJECTS 2 INCHES ABOVE THE GROUND.  THE ARROW ON THE MARK POINTS
 SD0813'IN THE DIRECTION OF THE ORIGINAL STATION WHICH WAS NOT RECOVERED
 SD0813'AND AN ADDITIONAL ARROW WAS STAMPED UPON THE MARK POINTING TO
 SD0813'STATION FONT 2.
 SD0813'
 SD0813'REFERENCE MARK 2, STAMPED FONT 2 1954 NO 2, IS A STANDARD DISK SET
 SD0813'IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AND
 SD0813'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 9 FEET SOUTHWEST OF THE
 SD0813'CENTERLINE OF THE ROAD LEADING INTO THE U.S. COAST GUARD STATION
 SD0813'AND 3.4 FEET WEST OF TELEPHONE POLE NUMBER 486 RIS.
 SD0813'
 SD0813'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
 SD0813
 SD0813                          STATION RECOVERY (1968)
 SD0813
 SD0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SD0813'THE STATION AND REFERENCE MARK 2 WERE RECOVERED.  THE STATION
 SD0813'MONUMENT HAD BEEN BUMPED AND IT WAS VISIBLY OUT OF PLUMB.  THE
 SD0813'UNDERGROUND STATION MARK WAS RECOVERED AND THE SURFACE MARK WAS
 SD0813'REPLUMBED OVER IT.  REFERENCE MARK 1 WAS SEARCHED FOR AND IT WAS
 SD0813'NOT RECOVERED.
 SD0813'
 SD0813'LOCATED IN THE TOWN OF LA PUSH, ABOUT 100 FEET EAST OF THE
 SD0813'U.S. COAST GUARD, QUILLAYUTE RIVER STATION, ON AN OPEN GRASSY
 SD0813'KNOLL, ABOUT 30 FEET ABOVE SEA LEVEL.
 SD0813'
 SD0813'THE STATION IS A STANDARD DISK STAMPED FONT 2 1954 1968 SET IN
 SD0813'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, PROJECTING 6 INCHES
 SD0813'ABOVE THE SURFACE OF THE GROUND.  IT IS 91.5 FEET EAST OF THE EAST
 SD0813'CORNER OF THE FENCE SURROUNDING THE COAST GUARD STATION, 48 FEET
 SD0813'NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING TO THE COAST
 SD0813'GUARD STATION, 30.6 FEET WEST-SOUTHWEST OF A WOODEN TELEPHONE
 SD0813'POLE AND 22.8 FEET SOUTHEAST OF THE SOUTH CORNER OF A QUONSET
 SD0813'HUT.
 SD0813'
 SD0813'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED FONT 2
 SD0813'1954 SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 SD0813'SURFACE OF THE GROUND.
 SD0813'
 SD0813'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FONT 2 1954 NO 2 SET
 SD0813'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, 2 INCHES BELOW
 SD0813'THE SURFACE OF THE GROUND.  IT IS ALONG THE WEST SIDE OF THE ROAD
 SD0813'LEADING TO THE COAST GUARD STATION AND 3.4 FEET NORTHWEST OF
 SD0813'WOODEN TELEPHONE POLE 486 RIS.
 SD0813'
 SD0813'LA PUSH, U.S.C.G. WATER TANK IS A ROUND WOODEN WATER TANK WITH A
 SD0813'CONICAL ROOF ABOUT 25 FEET IN DIAMETER.  IT IS LOCATED AT THE
 SD0813'INSIDE OF THE EAST CORNER OF THE FENCE THAT SURROUNDS THE
 SD0813'U.S. COAST GUARD STATION.  THE FINIAL OF THE TANK WAS THE POINT
 SD0813'OBSERVED.
 SD0813'
 SD0813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SD0813'AT LA PUSH.
 SD0813
 SD0813                          STATION RECOVERY (1969)
 SD0813
 SD0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 SD0813'THE STATION SURFACE MARK WAS FOUND OUT OF POSITION.  IT WAS REMOVED
 SD0813'AND THE UNDERGROUND STATION MARK WAS RECOVERED AND A NEW SURFACE
 SD0813'MARK WAS SET.  REFERENCE MARK 1 WAS NOT RECOVERED.  REFERENCE MARK
 SD0813'2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY N. E. T. IN
 SD0813'1968.
 SD0813'
 SD0813'THE STATION IS A STANDARD DISK STAMPED FONT 2 1954 1969 SET IN THE
 SD0813'TOP OF A LENGTH OF CONCRETE FILLED, 4 INCH, CAST IRON SOIL PIPE,
 SD0813'FLUSH WITH THE SURFACE OF THE GROUND.
 SD0813'
 SD0813'STATION QUILL, 1969 IS A STANDARD TRAVERSE STATION DISK STAMPED
 SD0813'QUILL 1969 SET IN A 10 INCH IN DIAMETER CONCRETE MONUMENT 3 INCHES
 SD0813'BELOW THE SURFACE OF THE UNPAVED SECTION OF THE PARKING LOT AT THE
 SD0813'U.S. COAST GUARD, QUILLAYUTE RIVER LIFEBOAT STATION, 54.0 FEET
 SD0813'WEST-NORTHWEST OF THE NORTH CORNER OF THE COAST GUARD EQUIPMENT
 SD0813'BUILDING, 42.0 FEET WEST-NORTHWEST OF A 6 INCH STEEL POLE
 SD0813'SUPPORTING A BASKETBALL BACKBOARD.
 SD0813'
 SD0813'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 SD0813'
 SD0813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SD0813'AT LA PUSH.
 SD0813
 SD0813                          STATION RECOVERY (1974)
 SD0813
 SD0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CAB)
 SD0813'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION
 SD0813'AS DESCRIBED IN WASHINGTON BOOK NO. 1181, PAGE 24 AND IN THE 1969
 SD0813'RECOVERY NOTE BY R.B.M.  THE DISTANCE BETWEEN THE STATION AND THE
 SD0813'REFERENCE MARK WAS VERIFIED.
 SD0813'
 SD0813'THE ORIGINAL DESCRIPTION, AS MODIFIED BY THE RECOVERY NOTE, IS
 SD0813'COMPLETE AND ADEQUATE WITH THE ADDITION THAT A MOBIL HOME IS NOW
 SD0813'LOCATED APPROXIMATELY SIX FEET NORTHEAST OF THE STATION.
 SD0813'
 SD0813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SD0813'IN LA PUSH.
 SD0813
 SD0813                          STATION RECOVERY (1976)
 SD0813
 SD0813'RECOVERY NOTE BY WA DEPT OF NAT RES 1976 (BW)
 SD0813'FONT 2, 1954, 1969 GOOD (6 IN IRON PIPE FILLED WITH CONCRETE AND
 SD0813'BRASS CAP).
 SD0813'
 SD0813'FONT 2 RM NO 2 1954 GOOD
 SD0813'
 SD0813'RM 1 NOT FOUND, AREA NOW A GRAVEL SURFACED TURN-AROUND.
 SD0813
 SD0813                          STATION RECOVERY (1989)
 SD0813
 SD0813'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (DLZ)
 SD0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0156 ***********************************************************************
 SD0156  DESIGNATION -  FONT 2 RM 2
 SD0156  PID         -  SD0156
 SD0156  STATE/COUNTY-  WA/CLALLAM
 SD0156  USGS QUAD   -  LA PUSH (1982)
 SD0156
 SD0156                         *CURRENT SURVEY CONTROL
 SD0156  ___________________________________________________________________
 SD0156* NAD 83(1991)-  47 54 29.57621(N)    124 38 13.67187(W)     ADJUSTED  
 SD0156* NAVD 88     -        11.352  (meters)      37.24   (feet)  ADJUSTED  
 SD0156  ___________________________________________________________________
 SD0156  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 SD0156  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SD0156  DYNAMIC HT  -          11.355 (meters)      37.25  (feet)  COMP
 SD0156  MODELED GRAV-     980,828.0   (mgal)                       NAVD 88
 SD0156
 SD0156  HORZ ORDER  -  THIRD
 SD0156  VERT ORDER  -  SECOND    CLASS I
 SD0156
 SD0156.The horizontal coordinates were established by classical geodetic methods
 SD0156.and adjusted by the National Geodetic Survey in December 1991..
 SD0156
 SD0156.The orthometric height was determined by differential leveling
 SD0156.and adjusted by the National Geodetic Survey in June 1991..
 SD0156
 SD0156.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0156
 SD0156.The geoid height was determined by GEOID03.
 SD0156
 SD0156.The dynamic height is computed by dividing the NAVD 88
 SD0156.geopotential number by the normal gravity value computed on the
 SD0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0156.degrees latitude (g = 980.6199 gals.).
 SD0156
 SD0156.The modeled gravity was interpolated from observed gravity values.
 SD0156
 SD0156;                    North         East     Units Scale Factor Converg.
 SD0156;SPC WA N     -   108,002.997   215,767.404   MT  0.99994892   -2 49 55.2
 SD0156;SPC WA N     -   354,339.83    707,896.89   sFT  0.99994892   -2 49 55.2
 SD0156;UTM  10      - 5,307,396.010   377,662.589   MT  0.99978391   -1 12 54.1
 SD0156
 SD0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0156!SPC WA N     -   1.00000189  x   0.99994892  =   0.99995081
 SD0156!UTM  10      -   1.00000189  x   0.99978391  =   0.99978580
 SD0156
 SD0156|---------------------------------------------------------------------|
 SD0156| PID    Reference Object                     Distance      Geod. Az  |
 SD0156|                                                           dddmmss.s |
 SD0156| SD0813 FONT 2                               18.949 METERS 03354     |
 SD0156| SD0825 PUSH 1968                            29.195 METERS 21359     |
 SD0156| SD0822 JAMES ISLAND                        APPROX. 0.7 KM 2424911.3 |
 SD0156| SD0826 LA PUSH USCG TANK                    35.035 METERS 32154     |
 SD0156|---------------------------------------------------------------------|
 SD0156
 SD0156                          SUPERSEDED SURVEY CONTROL
 SD0156
 SD0156  NAD 83(1986)-  47 54 29.57568(N)    124 38 13.68432(W) AD(       ) 3
 SD0156  NAD 27      -  47 54 30.32463(N)    124 38 08.75697(W) AD(       ) 3
 SD0156  NGVD 29 (??/??/92)   10.258  (m)           33.65   (f) ADJ UNCH    2 1
 SD0156
 SD0156.Superseded values are not recommended for survey control.
 SD0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0156.See file dsdata.txt to determine how the superseded data were derived.
 SD0156
 SD0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU7766307396(NAD 83)
 SD0156_MARKER: DR = REFERENCE MARK DISK
 SD0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0156_SP_SET: 1 FT CONCRETE POST
 SD0156_STAMPING: FONT 2 NO 2 1954
 SD0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0156+STABILITY: SURFACE MOTION
 SD0156
 SD0156  HISTORY     - Date     Condition        Report By
 SD0156  HISTORY     - 1954     MONUMENTED       CGS
 SD0156  HISTORY     - 1977     GOOD             NGS
 SD0156
 SD0156                          STATION DESCRIPTION
 SD0156
 SD0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 SD0156'LA PUSH.
 SD0156'0.05 MILE SOUTHEAST OF THE SOUTHEAST ENTRANCE TO THE COAST GUARD
 SD0156'STATION, 9 FT SOUTHWEST OF THE CENTER LINE OF THE ROAD AND 3.5
 SD0156'FT WEST OF TELEPHONE POLE 486 RIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC2427 ***********************************************************************
 RC2427  DESIGNATION -  FOO
 RC2427  PID         -  RC2427
 RC2427  STATE/COUNTY-  WA/SKAMANIA
 RC2427  USGS QUAD   -  BONNEVILLE DAM (1994)
 RC2427
 RC2427                         *CURRENT SURVEY CONTROL
 RC2427  ___________________________________________________________________
 RC2427* NAD 83(1991)-  45 38 46.66626(N)    121 56 52.87164(W)     ADJUSTED  
 RC2427* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 RC2427  ___________________________________________________________________
 RC2427  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 RC2427  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 RC2427
 RC2427  HORZ ORDER  -  THIRD
 RC2427
 RC2427.The horizontal coordinates were established by classical geodetic methods
 RC2427.and adjusted by the National Geodetic Survey in December 1991..
 RC2427
 RC2427.The orthometric height was scaled from a topographic map.
 RC2427
 RC2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 RC2427
 RC2427.The geoid height was determined by GEOID03.
 RC2427
 RC2427;                    North         East     Units Scale Factor Converg.
 RC2427;SPC WA S     -    35,822.633   387,119.995   MT  1.00004764   -1 03 06.6
 RC2427;SPC WA S     -   117,528.09  1,270,076.18   sFT  1.00004764   -1 03 06.6
 RC2427;SPC OR N     -   220,994.303 2,387,133.055   MT  0.99992930   -1 01 36.9
 RC2427;SPC OR N     -   725,046.93  7,831,801.36   iFT  0.99992930   -1 01 36.9
 RC2427;UTM  10      - 5,055,287.924   581,974.629   MT  0.99968262   +0 45 08.1
 RC2427
 RC2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RC2427!SPC WA S     -   0.99999966  x   1.00004764  =   1.00004730
 RC2427!SPC OR N     -   0.99999966  x   0.99992930  =   0.99992896
 RC2427!UTM  10      -   0.99999966  x   0.99968262  =   0.99968228
 RC2427
 RC2427:                Primary Azimuth Mark                     Grid Az
 RC2427:SPC WA S     -  NORTH AXIS                               089 12 30.6
 RC2427:SPC OR N     -  NORTH AXIS                               089 11 00.9
 RC2427:UTM  10      -  NORTH AXIS                               087 24 15.9
 RC2427
 RC2427|---------------------------------------------------------------------|
 RC2427| PID    Reference Object                     Distance      Geod. Az  |
 RC2427|                                                           dddmmss.s |
 RC2427| RC2437 NORTH AXIS                          APPROX. 0.6 KM 0880924.0 |
 RC2427|---------------------------------------------------------------------|
 RC2427
 RC2427                          SUPERSEDED SURVEY CONTROL
 RC2427
 RC2427  NAD 83(1991)-  45 38 46.66626(N)    121 56 52.87164(W) AD(       ) 3
 RC2427  NAD 83(1986)-  45 38 46.67581(N)    121 56 52.87957(W) AD(       ) 3
 RC2427  NAD 27      -  45 38 47.24700(N)    121 56 48.60400(W) AD(       ) 3
 RC2427
 RC2427.Superseded values are not recommended for survey control.
 RC2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC2427.See file dsdata.txt to determine how the superseded data were derived.
 RC2427
 RC2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER8197555288(NAD 83)
 RC2427
 RC2427  HISTORY     - Date     Condition        Report By
 RC2427  HISTORY     - 1938     MONUMENTED       USE
 RC2427  HISTORY     - 1974     SEE DESCRIPTION  USGS
 RC2427
 RC2427                          STATION DESCRIPTION
 RC2427
 RC2427'DESCRIBED BY US ENGINEERS 1938
 RC2427'ON N BANK OF MAIN CHANNEL OF COLUMBIA RIVER, ABOUT 0.4 MILE
 RC2427'DOWNSTREAM (W) OF SPILLWAY SECTION OF BONNEVILLE DAM.
 RC2427'
 RC2427'STATION IS MARKED BY DISK CEMENTED INTO SECTION OF 1 1/4-INCH
 RC2427'IRON PIPE IN CONCRETE POST.  DISK AND CONCRETE BOTH PROBABLY
 RC2427'MARKED FOO 1938.
 RC2427
 RC2427                          STATION RECOVERY (1974)
 RC2427
 RC2427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RC2427'SEARCHED FOR NOT FOUND IN MARCH OF 1974, THE AREA IS CURRENTLY
 RC2427'BEING USED AS A DUMP AND THE MARK HAS PROBABLY BEEN DESTROYED OR
 RC2427'COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0310 ***********************************************************************
 TS0310  DESIGNATION -  FOOT
 TS0310  PID         -  TS0310
 TS0310  STATE/COUNTY-  WA/CLALLAM
 TS0310  USGS QUAD   -  ALLENS BAY (1984)
 TS0310
 TS0310                         *CURRENT SURVEY CONTROL
 TS0310  ___________________________________________________________________
 TS0310* NAD 83(1991)-  48 01 47.08716(N)    124 42 08.25209(W)     ADJUSTED  
 TS0310* NAVD 88     -                                                        
 TS0310  ___________________________________________________________________
 TS0310  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 TS0310  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 TS0310
 TS0310  HORZ ORDER  -  THIRD
 TS0310
 TS0310.The horizontal coordinates were established by classical geodetic methods
 TS0310.and adjusted by the National Geodetic Survey in December 1991..
 TS0310
 TS0310
 TS0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0310
 TS0310.The geoid height was determined by GEOID03.
 TS0310
 TS0310;                    North         East     Units Scale Factor Converg.
 TS0310;SPC WA N     -   121,740.897   211,581.445   MT  0.99994343   -2 52 49.9
 TS0310;SPC WA N     -   399,411.59    694,163.46   sFT  0.99994343   -2 52 49.9
 TS0310;UTM  10      - 5,321,008.299   373,091.617   MT  0.99979790   -1 15 56.9
 TS0310
 TS0310                          SUPERSEDED SURVEY CONTROL
 TS0310
 TS0310  NAD 83(1986)-  48 01 47.08702(N)    124 42 08.26183(W) AD(       ) 4
 TS0310  NAD 27      -  48 01 47.86400(N)    124 42 03.36600(W) AD(       ) 3
 TS0310
 TS0310.Superseded values are not recommended for survey control.
 TS0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0310.See file dsdata.txt to determine how the superseded data were derived.
 TS0310
 TS0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7309221008(NAD 83)
 TS0310
 TS0310  HISTORY     - Date     Condition        Report By
 TS0310  HISTORY     - 1930     MONUMENTED       CGS
 TS0310
 TS0310                          STATION DESCRIPTION
 TS0310
 TS0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (KTA)
 TS0310'THIS IS AN UNMARKED STATION, THE TOP, 53 FEET ABOVE HIGH WATER, OF A
 TS0310'ROCK WHICH LIES 1.65 MILES NE OF CARROLL ISLAND, 0.8 MILE OFFSHORE
 TS0310'AND 0.6 MILE INSHORE FROM HAND ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3438 ***********************************************************************
 SY3438  DESIGNATION -  FOOT
 SY3438  PID         -  SY3438
 SY3438  STATE/COUNTY-  WA/MASON
 SY3438  USGS QUAD   -  MASON LAKE (1994)
 SY3438
 SY3438                         *CURRENT SURVEY CONTROL
 SY3438  ___________________________________________________________________
 SY3438* NAD 83(1991)-  47 15 42.69909(N)    122 55 06.26310(W)     ADJUSTED  
 SY3438* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 SY3438  ___________________________________________________________________
 SY3438  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 SY3438  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 SY3438
 SY3438  HORZ ORDER  -  THIRD
 SY3438
 SY3438.The horizontal coordinates were established by classical geodetic methods
 SY3438.and adjusted by the National Geodetic Survey in December 1991..
 SY3438
 SY3438.The orthometric height was scaled from a topographic map.
 SY3438
 SY3438.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3438
 SY3438.The geoid height was determined by GEOID03.
 SY3438
 SY3438;                    North         East     Units Scale Factor Converg.
 SY3438;SPC WA S     -   217,169.685   316,997.804   MT  0.99998443   -1 45 24.2
 SY3438;SPC WA S     -   712,497.54  1,040,016.96   sFT  0.99998443   -1 45 24.2
 SY3438;UTM  10      - 5,234,267.654   506,172.826   MT  0.99960047   +0 03 35.7
 SY3438
 SY3438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3438!SPC WA S     -   1.00000252  x   0.99998443  =   0.99998695
 SY3438!UTM  10      -   1.00000252  x   0.99960047  =   0.99960299
 SY3438
 SY3438|---------------------------------------------------------------------|
 SY3438| PID    Reference Object                     Distance      Geod. Az  |
 SY3438|                                                           dddmmss.s |
 SY3438| CE4033 FOOT RM 1                            13.995 METERS 02247     |
 SY3438| SY3436 ROST                                APPROX. 0.6 KM 1754042.7 |
 SY3438| SY3448 SIDE                                APPROX. 1.1 KM 1841210.4 |
 SY3438|---------------------------------------------------------------------|
 SY3438
 SY3438                          SUPERSEDED SURVEY CONTROL
 SY3438
 SY3438  NAD 83(1986)-  47 15 42.69649(N)    122 55 06.27040(W) AD(       ) 3
 SY3438  NAD 27      -  47 15 43.35300(N)    122 55 01.77300(W) AD(       ) 3
 SY3438
 SY3438.Superseded values are not recommended for survey control.
 SY3438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3438.See file dsdata.txt to determine how the superseded data were derived.
 SY3438
 SY3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET0617334268(NAD 83)
 SY3438_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3438_SETTING: 80 = SET IN A BOULDER
 SY3438_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY3438
 SY3438  HISTORY     - Date     Condition        Report By
 SY3438  HISTORY     - 1936     MONUMENTED       CGS
 SY3438  HISTORY     - 1958     SEE DESCRIPTION  DMA
 SY3438  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY3438  HISTORY     - 1973     SEE DESCRIPTION  LOCSUR
 SY3438
 SY3438                          STATION DESCRIPTION
 SY3438
 SY3438'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY3438'STATION IS ON THE E SHORE OF PICKERING PASSAGE, W SHORE OF HARSTINE
 SY3438'ISLAND, 4.1 MILES (NAUTICAL) N OF THE N END OF SQUAXIN
 SY3438'ISLAND.  THREE METERS OFF-SHORE FROM THE HIGH-WATER LINE, 240
 SY3438'METERS N OF THE MIDDLE OF A SLOUGH AND 280 METERS S OF A SECOND
 SY3438'SMALL SLOUGH OR INDENTATION.  ONE NAUTICAL MILE N OF THE HEAD OF
 SY3438'THE BAY WHICH IS ON THE W SIDE AT THE FERRY LANDING.
 SY3438'
 SY3438'STATION AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 SY3438'WEDGED IN DRILL HOLES IN BOULDERS, AS DESCRIBED IN NOTES 4 AND 12C.
 SY3438
 SY3438                          STATION RECOVERY (1958)
 SY3438
 SY3438'RECOVERY NOTE BY DEFENSE MAP AGENCY 1958
 SY3438'STATION MARK AND REFERENCE MARK 1 RECOVERED AS DESCRIBED.  THE MARK
 SY3438'IS 38 FT. W OF THE BOTTOM OF A BANK.
 SY3438
 SY3438                          STATION RECOVERY (1967)
 SY3438
 SY3438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY3438'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED.  A
 SY3438'COMPLETE NEW DESCRIPTION FOLLOWS--
 SY3438'
 SY3438'THE STATION IS ABOUT 9-1/2 MILES EAST-NORTHEAST OF SHELTON, 1.0
 SY3438'MILE NORTH OF THE FERRY LANDING ON THE WEST SIDE OF HARTSTENE
 SY3438'ISLAND, 1/4 MILE NORTH OF THE SOUTH SECTION LINE OF SECTION 34, T
 SY3438'21 N, R 2 W., AND ON A SLIGHT PROTRUSION OF THE SHORELINE.
 SY3438'
 SY3438'THE STATION MARK, STAMPED FOOT 1936, IS A STANDARD DISK SET IN A
 SY3438'1 1/2X3-FOOT BOULDER WHICH PROJECTS 1 FOOT.  IT IS 38 FEET WEST OF
 SY3438'THE 10-FOOT BANK AT THE HIGH WATER LINE.
 SY3438'
 SY3438'REFERENCE MARK NO. 1, STAMPED FOOT NO. 1 1936, IS A STANDARD
 SY3438'DISK SET IN A 2-FOOT DIAMETER BLACK BOULDER WHICH PROJECTS 16
 SY3438'INCHES.  IT IS 45.6 FEET NORTH OF THE STATION AND 5 YARDS WEST OF
 SY3438'A 3 X 4-FOOT GRANITE BOULDER WHICH PROJECTS 3 FEET.  THIS GRANITE
 SY3438'BOULDER IS 3 FEET WEST OF THE BANK AT THE HIGH WATER LINE.
 SY3438'
 SY3438'TO REACH FROM THE FERRY DOCK ON THE WEST SIDE OF HARTSTENE
 SY3438'ISLAND, FOLLOW THE BLACKTOP ROAD SOUTHERLY 200 FEET TO A Y, KEEP
 SY3438'LEFT FORK 2.25 MILES TO A ROAD LEFT (SUNSET HILL ROAD), TURN LEFT
 SY3438'AND GO WEST 0.7 MILE TO A ROAD LEFT, TURN LEFT AND GO SOUTH 0.4
 SY3438'MILE TO A Y, KEEP RIGHT 0.05 MILE TO Y, KEEP LEFT AND GO SOUTH
 SY3438'0.15 MILE CURVE RIGHT AND GO WEST 0.15 MILE TO A HOUSE.  WALK
 SY3438'AROUND NORTH SIDE OF THE HOUSE TO THE BEACH AND SOUTH ALONG THE
 SY3438'BEACH ABOUT 190 YARDS TO A DRAW WITH TWO CABINS AND A STREAM,
 SY3438'CONTINUE SOUTH ALONG THE BEACH ABOUT 300 YARDS TO THE
 SY3438'STATION.
 SY3438
 SY3438                          STATION RECOVERY (1973)
 SY3438
 SY3438'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (CR)
 SY3438'FOOT 1936 GOOD
 SY3438'
 SY3438'BRASS DISK SET IN BOULDER ON LARGE SIZE GRAVEL BEACH.  DISTANCE
 SY3438'MEASURED TO R.M. NO 1 = 45.51 FT.  R.M. NO. 1 IS LEGIBLE BRASS DISK
 SY3438'SET IN BOULDER IN SANDY PORTION OF BEACH.
 SY3438'
 SY3438'DISTANCE MEASURED BETWEEN CULL AND FOOT = 2140.75 FT.
 SY3438'
 SY3438'DISTANCE MEASURED BETWEEN POLL AND FOOT = 2844.92 FT.
 SY3438'
 SY3438'BOTH DISTANCES MEASURED BY HEWLETT-PACKARD DISTANCE METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1540 ***********************************************************************
 TR1540  DESIGNATION -  FOOT
 TR1540  PID         -  TR1540
 TR1540  STATE/COUNTY-  WA/JEFFERSON
 TR1540  USGS QUAD   -  NORDLAND (1973)
 TR1540
 TR1540                         *CURRENT SURVEY CONTROL
 TR1540  ___________________________________________________________________
 TR1540* NAD 83(1991)-  48 05 33.31409(N)    122 43 16.30860(W)     ADJUSTED  
 TR1540* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1540  ___________________________________________________________________
 TR1540  LAPLACE CORR-         -10.00  (seconds)                    DEFLEC99
 TR1540  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 TR1540
 TR1540  HORZ ORDER  -  THIRD
 TR1540
 TR1540.The horizontal coordinates were established by classical geodetic methods
 TR1540.and adjusted by the National Geodetic Survey in December 1991..
 TR1540
 TR1540.The orthometric height was scaled from a topographic map.
 TR1540
 TR1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1540
 TR1540.The geoid height was determined by GEOID03.
 TR1540
 TR1540;                    North         East     Units Scale Factor Converg.
 TR1540;SPC WA N     -   123,201.031   359,391.996   MT  0.99994235   -1 24 20.0
 TR1540;SPC WA N     -   404,202.05  1,179,105.24   sFT  0.99994235   -1 24 20.0
 TR1540;UTM  10      - 5,326,628.587   520,760.214   MT  0.99960530   +0 12 27.0
 TR1540
 TR1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1540!SPC WA N     -   1.00000300  x   0.99994235  =   0.99994535
 TR1540!UTM  10      -   1.00000300  x   0.99960530  =   0.99960830
 TR1540
 TR1540|---------------------------------------------------------------------|
 TR1540| PID    Reference Object                     Distance      Geod. Az  |
 TR1540|                                                           dddmmss.s |
 TR1540| CF8727 FOOT RM 1                            18.787 METERS 03056     |
 TR1540| CF8728 FOOT RM 2                            10.890 METERS 09054     |
 TR1540| TR1535 DOTSON                              APPROX. 1.2 KM 1534916.0 |
 TR1540| TR1517 GREEN                               APPROX. 0.8 KM 3122809.9 |
 TR1540|---------------------------------------------------------------------|
 TR1540
 TR1540                          SUPERSEDED SURVEY CONTROL
 TR1540
 TR1540  NAD 83(1986)-  48 05 33.31395(N)    122 43 16.31356(W) AD(       ) 3
 TR1540  NAD 27      -  48 05 33.98700(N)    122 43 11.71200(W) AD(       ) 3
 TR1540
 TR1540.Superseded values are not recommended for survey control.
 TR1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1540.See file dsdata.txt to determine how the superseded data were derived.
 TR1540
 TR1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2076026629(NAD 83)
 TR1540_MARKER: Z = SEE DESCRIPTION
 TR1540_SETTING: 0 = UNSPECIFIED SETTING
 TR1540
 TR1540  HISTORY     - Date     Condition        Report By
 TR1540  HISTORY     - 1941     MONUMENTED       CGS
 TR1540  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1540
 TR1540                          STATION DESCRIPTION
 TR1540
 TR1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1540'LOCATED ON MARROWSTONE ISLAND, OFF NE SHORE OF KILISUT HARBOR,
 TR1540'ABOUT 375 YARDS SE OF NARROW SAND SPIT MAKING TO THE S FROM THE NW
 TR1540'CORNER OF MARROWSTONE ISLAND, ON LOW GROUND, ELEVATION ABOUT 2
 TR1540'FEET ABOVE MEAN HIGH WATER, AND AT THE FOOT OF A 100-FOOT BLUFF
 TR1540'NEAR WHERE THE BLUFF CHANGES FROM A SW TO A SE DIRECTION.
 TR1540'STATION IS 4.5 METERS N OF THE HIGH-WATER LINE AND ABOUT 7 METERS
 TR1540'W OF THE BLUFF.
 TR1540'
 TR1540'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A 5- BY
 TR1540'5-INCH CONCRETE MONUMENT PROJECTING 8 INCHES ABOVE SURFACE.  DISK
 TR1540'IS STAMPED FOOT 1941.  NO UNDERGROUND MARK WAS SET.
 TR1540'
 TR1540'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN TOP OF A 5- BY
 TR1540'5-INCH CONCRETE MONUMENT.  IT IS NNW OF STATION, ON STEEP SLOPE,
 TR1540'NEAR FOOT OF BLUFF.  PROJECTS 1 FOOT ABOVE SURFACE.
 TR1540'
 TR1540'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN TOP OF A 5- BY
 TR1540'5-INCH CONCRETE MONUMENT.  IT IS E OF STATION, ABOUT 5 METERS
 TR1540'INSHORE FROM HIGH-WATER LINE, AND PROJECTS 6 INCHES ABOVE SURFACE.
 TR1540'
 TR1540'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TR1540
 TR1540                          STATION RECOVERY (1961)
 TR1540
 TR1540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1540'STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 TR1540'RECOVERED.  BLUFF IN AREA OF STATION WAS CUT AWAY AND GRADED FOR
 TR1540'ROADWAY AND PARKING SPACE WHEN POINT WAS DEVELOPED AS PART OF
 TR1540'FORT FLAGLER STATE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1681 ***********************************************************************
 SA1681  DESIGNATION -  FOR
 SA1681  PID         -  SA1681
 SA1681  STATE/COUNTY-  WA/GRANT
 SA1681  USGS QUAD   -  VANTAGE (1978)
 SA1681
 SA1681                         *CURRENT SURVEY CONTROL
 SA1681  ___________________________________________________________________
 SA1681* NAD 83(1991)-  46 59 39.75331(N)    119 58 30.66715(W)     ADJUSTED  
 SA1681* NAVD 88     -       374.447  (meters)    1228.50   (feet)  ADJUSTED  
 SA1681  ___________________________________________________________________
 SA1681  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 SA1681  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 SA1681  DYNAMIC HT  -         374.471 (meters)    1228.58  (feet)  COMP
 SA1681  MODELED GRAV-     980,668.2   (mgal)                       NAVD 88
 SA1681
 SA1681  HORZ ORDER  -  SECOND
 SA1681  VERT ORDER  -  SECOND    CLASS 0
 SA1681
 SA1681.The horizontal coordinates were established by classical geodetic methods
 SA1681.and adjusted by the National Geodetic Survey in December 1991..
 SA1681
 SA1681.The orthometric height was determined by differential leveling
 SA1681.and adjusted by the National Geodetic Survey in June 1991..
 SA1681
 SA1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1681
 SA1681.The geoid height was determined by GEOID03.
 SA1681
 SA1681.The dynamic height is computed by dividing the NAVD 88
 SA1681.geopotential number by the normal gravity value computed on the
 SA1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1681.degrees latitude (g = 980.6199 gals.).
 SA1681
 SA1681.The modeled gravity was interpolated from observed gravity values.
 SA1681
 SA1681;                    North         East     Units Scale Factor Converg.
 SA1681;SPC WA S     -   184,760.769   539,916.807   MT  0.99994009   +0 22 52.4
 SA1681;SPC WA S     -   606,169.29  1,771,377.06   sFT  0.99994009   +0 22 52.4
 SA1681;UTM  11      - 5,208,835.920   273,793.055   MT  1.00022894   -2 10 35.9
 SA1681;UTM  10      - 5,208,980.527   729,980.085   MT  1.00025010   +2 12 46.7
 SA1681
 SA1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1681!SPC WA S     -   0.99994456  x   0.99994009  =   0.99988465
 SA1681!UTM  11      -   0.99994456  x   1.00022894  =   1.00017349
 SA1681!UTM  10      -   0.99994456  x   1.00025010  =   1.00019464
 SA1681
 SA1681|---------------------------------------------------------------------|
 SA1681| PID    Reference Object                     Distance      Geod. Az  |
 SA1681|                                                           dddmmss.s |
 SA1681| SA1679 FOR RM 1                              6.249 METERS 02003     |
 SA1681| SA1680 FOR RM 2                              6.483 METERS 12941     |
 SA1681| SA2485 ECHO RESET                          APPROX. 2.4 KM 1710942.5 |
 SA1681|---------------------------------------------------------------------|
 SA1681
 SA1681                          SUPERSEDED SURVEY CONTROL
 SA1681
 SA1681  NAD 83(1986)-  46 59 39.76180(N)    119 58 30.65459(W) AD(       ) 2
 SA1681  NAD 27      -  46 59 40.28780(N)    119 58 26.46440(W) AD(       ) 2
 SA1681  NGVD 29 (??/??/92)  373.343  (m)         1224.88   (f) ADJ UNCH    2 0
 SA1681
 SA1681.Superseded values are not recommended for survey control.
 SA1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1681.See file dsdata.txt to determine how the superseded data were derived.
 SA1681
 SA1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN7379308836(NAD 83)
 SA1681_MARKER: DS = TRIANGULATION STATION DISK
 SA1681_SETTING: 66 = SET IN ROCK OUTCROP
 SA1681_SP_SET: BEDROCK
 SA1681_STAMPING: FOR 1957
 SA1681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1681+STABILITY: POSITION/ELEVATION WELL
 SA1681
 SA1681  HISTORY     - Date     Condition        Report By
 SA1681  HISTORY     - 1957     MONUMENTED       CGS
 SA1681  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SA1681  HISTORY     - 1968     GOOD             NGS
 SA1681  HISTORY     - 1979     GOOD             NGS
 SA1681  HISTORY     - 1979     GOOD             NGS
 SA1681
 SA1681                          STATION DESCRIPTION
 SA1681
 SA1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SA1681'THE STATION IS LOCATED ON A HIGH PLATEAU ON THE EAST SIDE OF THE
 SA1681'COLUMBIA RIVER GORGE ABOUT 7 MILES SOUTHWEST OF BURKE JUNCTION,
 SA1681'2-1/2 MILES NORTH OF THE VANTAGE AND 1/2 MILE EAST OF THE COLUMBIA
 SA1681'RIVER.
 SA1681'
 SA1681'TO REACH THE STATION FROM BURKE JUNCTION GO SOUTHWEST ON U.S.
 SA1681'HIGHWAY 10 FOR 4.3 MILES TO A SIDE ROAD LEFT JUST BEFORE REACHING
 SA1681'THE HILLTOP CAFE.  THIS SIDE ROAD IS 8.05 MILES NORTH AND NORTHEAST
 SA1681'ALONG HIGHWAY 10 FROM THE POST OFFICE IN VANTAGE.  TURN LEFT AND GO
 SA1681'SOUTH ON THE GRADED ROAD FOR 1.0 MILE TO AN OLD PAVED CROSSROAD.
 SA1681'THERE IS A TELEPHONE BOOSTER STATION IN A CONCRETE BLOCK BUILDING
 SA1681'IN THE NORTHEAST QUADRANT OF THE INTERSECTION.  TURN RIGHT ON THE
 SA1681'OLD PAVED HIGHWAY AND GO WEST AND SOUTH FOR 2.25 MILES TO A TRACK
 SA1681'ROAD LEFT.  TURN LEFT, THROUGH A WIRE GATE, AND GO SOUTH ON THE TRACK
 SA1681'ROAD FOR 0.3 MILE.  HERE TURN RIGHT AND GO WEST THROUGH THE
 SA1681'SAGEBRUSH FOR 0.2 MILE TO THE STATION.
 SA1681'
 SA1681'THE STATION MARK IS A STANDARD DISK, STAMPED FOR 1957, CEMENTED IN
 SA1681'A DRILL HOLE IN AN IRREGULAR MASS OF OUTCROPPING BEDROCK.  IT IS 5
 SA1681'FEET SOUTHEAST OF A WHITE WITNESS POST.
 SA1681'
 SA1681'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOR NO 1 1957,
 SA1681'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH ON THE
 SA1681'SOUTH AND WEST SIDES AND PROJECTS ABOUT 6 INCHES ON THE NORTH AND
 SA1681'EAST SIDES.  IT IS 18 FEET NORTHEAST OF THE WHITE WITNESS POST AND
 SA1681'1 FOOT LOWER IN ELEVATION THAN THE STATION.
 SA1681'
 SA1681'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FOR NO 2 1957,
 SA1681'CEMENTED IN A DRILL HOLE IN A LARGE PROJECTION OF OUTCROPPING
 SA1681'BEDROCK.  IT IS 25 FEET SOUTHEAST OF THE WHITE WITNESS POST AND
 SA1681'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 SA1681'
 SA1681'A 4-WHEEL DRIVE VEHICLE IS NEEDED TO DRIVE TO THE STATION.
 SA1681
 SA1681                          STATION RECOVERY (1967)
 SA1681
 SA1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SA1681'THE STATION IS 3-1/2 MILES NORTH OF THE EAST END OF THE VANTAGE
 SA1681'BRIDGE, ABOUT 200 YARDS WEST OF INTERSTATE HIGHWAY 90 ON THE EAST
 SA1681'SIDE OF THE COLUMBIA RIVER IN SECTION 5, T 17 N, R 23 E.  STATION IS
 SA1681'ON THE FIRST ROCK-STREWN SUMMIT SOUTH OF A STEEPLY SLOPING VALLEY,
 SA1681'THROUGH WHICH THE COLUMBIA RIVER CAN BE SEEN FROM INTERSTATE HIGHWAY
 SA1681'90.  ANOTHER SUMMIT, ABOUT 200 YARDS SOUTH OF THE STATION, APPEARS
 SA1681'TO BE ABOUT THE SAME ELEVATION AS THE STATION.
 SA1681'
 SA1681'THE STATION MARK, STAMPED FOR 1957, IS A STANDARD DISK SET IN A 4 X
 SA1681'6 FOOT SLAB OF BEDROCK WHICH PROJECTS 2 FEET ON THE SOUTH SIDE AND
 SA1681'ABOUT 6 INCHES ON THE NORTH SIDE.  IT IS ON THE SOUTHERN EDGE OF THE
 SA1681'SUMMIT, 9 YARDS EAST OF THE SOUTHWEST CORNER OF THE SUMMIT.
 SA1681'
 SA1681'REFERENCE MARK NO. 1, STAMPED FOR NO 1 1957, IS A STANDARD DISK SET
 SA1681'IN A 3 FOOT DIAMETER BEDROCK OUTCROP WHICH PROJECTS 18 INCHES ON
 SA1681'THE NORTH AND EAST SIDES AND IS FLUSH WITH THE GROUND ON THE WEST
 SA1681'AND SOUTH SIDES.  IT IS 18 FEET NORTHEAST OF THE WHITE WITNESS POST
 SA1681'AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 SA1681'
 SA1681'REFERENCE MARK NO. 2, STAMPED FOR NO 2 1957, IS A STANDARD DISK SET
 SA1681'IN A 3 X 5 FOOT BEDROCK OUTCROP WHICH PROJECTS 4 FEET ON THE WEST
 SA1681'SIDE, THIS ROCK HELPS FORM THE EXTREME SOUTH EDGE OF THE SUMMIT.
 SA1681'IT IS 25 FEET EAST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION
 SA1681'AS THE STATION MARK.
 SA1681'
 SA1681'TO REACH THE STATION FROM THE INTERCHANGE AT GEORGE GO SOUTHWEST ON
 SA1681'INTERSTATE HIGHWAY 90 FOR 5.6 MILES TO COUNTY ROAD U-SW, CONTINUE
 SA1681'SOUTHWEST ON INTERSTATE HIGHWAY 90 FOR 3.0 MILES TO THE SOUTH END
 SA1681'TO A CUT ON THE LEFT AND THE NORTH END OF A CUT BANK ON THE RIGHT,
 SA1681'WALK SOUTHWEST ABOUT 200 YARDS TO THE SUMMIT OF THE HILL AND THE
 SA1681'STATION.
 SA1681
 SA1681                          STATION RECOVERY (1968)
 SA1681
 SA1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SA1681'8.5 MI SW FROM GEORGE.
 SA1681'THE MARK IS 8.5 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 90 FROM THE
 SA1681'INTERCHANGE AT GEORGE, 3.5 MILES NORTHEAST ALONG THE HIGHWAY FROM THE
 SA1681'EAST END OF THE VANTAGE BRIDGE, 1.5 MILES NORTH OF THE REST AREA ON
 SA1681'THE WEST SIDE OF THE HIGHWAY, IN SECTION 5, R 17 N, R 23 E, ON THE
 SA1681'FIRST ROCK-STREWN SUMMIT SOUTH OF A STEEPLY SLOPING VALLEY, THROUGH
 SA1681'WHICH THE COLUMBIA RIVER CAN BE SEEN FROM THE HIGHWAY.  ANOTHER SUMMIT
 SA1681'ABOUT 200 YARDS SOUTH APPEARS ABOUT THE SAME ELEVATION.  MARK IS ABOUT
 SA1681'200 YARDS WEST OF INTERSTATE HIGHWAY 90, 9 YARDS EAST OF THE SOUTHWEST
 SA1681'CORNER OF THE SUMMIT, A TRIANGULATION STATION DISK SET IN A 4X6-FOOT
 SA1681'SLAB OF BEDROCK WHICH PROJECTS ABOUT 2 FEET ON THE SOUTH SIDE AND 6
 SA1681'INCHES ON THE NORTH SIDE.
 SA1681
 SA1681                          STATION RECOVERY (1979)
 SA1681
 SA1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SA1681'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 SA1681'FOUND TO BE IN GOOD CONDITION THE DISTANCE AND DIRECTION TO THE
 SA1681'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1957 DATA.  DUE TO
 SA1681'CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS
 SA1681'
 SA1681'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF GEORGE, 2.5 MILES
 SA1681'NORTH OF VANTAGE AND ON A ROCKY RIDGE BETWEEN THE COLUMBIA RIVER AND
 SA1681'INTERSTATE HIGHWAY 90.
 SA1681'
 SA1681'TO REACH THE STATION FROM THE INTERCHANGE ON INTERSTATE HIGHWAY 90 IN
 SA1681'GEORGE GO WESTERLY ON INTERSTATE HIGHWAY 90 FOR 8.3 MILES TO A LARGE
 SA1681'CUT AT THE END OF A GUARD RAIL.  PACK WEST UP HILL FOR APPROX 0.2
 SA1681'MILE TO THE HIGHEST POINT AND THE STATION.
 SA1681'
 SA1681'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SA1681'STAMPED ---FOR 1957--- SET INTO ROCK OUTCROP LOCATED 1.2 METERS (4
 SA1681'FEET) S FROM A 4 X 4 WITNESS POST.
 SA1681'
 SA1681'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SA1681'NOS) DISK STAMPED ---FOR NO 1 1957--- SET INTO ROCK OUTCROP LOCATED
 SA1681'5.8 METERS (19 FEET) NE FROM A 4 X 4 WITNESS POST AND 2.1 METERS (7
 SA1681'FEET) LOWER THAN THE STATION.
 SA1681'
 SA1681'REFERENCE MARK NO. 2 IS SET INTO ROCK OUTCROP LOCATED 7.6 METERS
 SA1681'(25 FEET) SE FROM A 4X4 WOODEN WITNESS POST AND 0.3 METER (1 FOOT)
 SA1681'LOWER THAN THE STATION.
 SA1681'
 SA1681'NO AZIMUTH SET AT THIS STATION.
 SA1681
 SA1681                          STATION RECOVERY (1979)
 SA1681
 SA1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SA1681'8.3 MILES WEST ALONG INTER STATE HIGHWAY 90 FROM THE INTERCHANGE IN
 SA1681'GEORGE TO THE END OF A GUARD RAIL AND A CUT IN THE ROCK THENCE
 SA1681'WESTERLY UP HILL FOR APPROX 0.2 MILE TO THE HIGHEST POINT AND THE
 SA1681'MARK SET IN A DRILL HOLE IN OUT CROPPING BED ROCK THAT IS EXPOSED 6X8
 SA1681'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4886 ***********************************************************************
 SY4886  DESIGNATION -  FOR
 SY4886  PID         -  SY4886
 SY4886  STATE/COUNTY-  WA/KING
 SY4886  USGS QUAD   -  EDMONDS EAST (1981)
 SY4886
 SY4886                         *CURRENT SURVEY CONTROL
 SY4886  ___________________________________________________________________
 SY4886* NAD 83(1991)-  47 45 08.10576(N)    122 16 31.86438(W)     ADJUSTED  
 SY4886* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY4886  ___________________________________________________________________
 SY4886  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 SY4886  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 SY4886
 SY4886  HORZ ORDER  -  THIRD
 SY4886
 SY4886.The horizontal coordinates were established by classical geodetic methods
 SY4886.and adjusted by the National Geodetic Survey in December 1991..
 SY4886.No horizontal observational check was made to the station.
 SY4886
 SY4886.The orthometric height was scaled from a topographic map.
 SY4886
 SY4886.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4886
 SY4886.The geoid height was determined by GEOID03.
 SY4886
 SY4886;                    North         East     Units Scale Factor Converg.
 SY4886;SPC WA N     -    84,649.870   391,872.580   MT  0.99996251   -1 04 25.4
 SY4886;SPC WA N     -   277,722.12  1,285,668.62   sFT  0.99996251   -1 04 25.4
 SY4886;UTM  10      - 5,289,018.754   554,301.213   MT  0.99963623   +0 32 10.7
 SY4886
 SY4886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4886!SPC WA N     -   1.00000258  x   0.99996251  =   0.99996509
 SY4886!UTM  10      -   1.00000258  x   0.99963623  =   0.99963881
 SY4886
 SY4886:                Primary Azimuth Mark                     Grid Az
 SY4886:SPC WA N     -  SAINT EDWARDS SEMINARY TANK              147 28 47.6
 SY4886:UTM  10      -  SAINT EDWARDS SEMINARY TANK              145 52 11.5
 SY4886
 SY4886|---------------------------------------------------------------------|
 SY4886| PID    Reference Object                     Distance      Geod. Az  |
 SY4886|                                                           dddmmss.s |
 SY4886| SY3840 SAINT EDWARDS SEMINARY TANK         APPROX. 3.2 KM 1462422.2 |
 SY4886| SY3889 SAINT EDWARDS SEMINARY TOWER        APPROX. 2.5 KM 1473149.0 |
 SY4886| CF7317 CORNER OF CONCRETE SEAWALL            8.760 METERS 18907     |
 SY4886|---------------------------------------------------------------------|
 SY4886
 SY4886                          SUPERSEDED SURVEY CONTROL
 SY4886
 SY4886  NAD 83(1986)-  47 45 08.09805(N)    122 16 31.86849(W) AD(       ) 3
 SY4886  NAD 27      -  47 45 08.75300(N)    122 16 27.41000(W) AD(       ) 3
 SY4886
 SY4886.Superseded values are not recommended for survey control.
 SY4886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4886.See file dsdata.txt to determine how the superseded data were derived.
 SY4886
 SY4886_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5430189019(NAD 83)
 SY4886_MARKER: Z = SEE DESCRIPTION
 SY4886_SETTING: 0 = UNSPECIFIED SETTING
 SY4886
 SY4886  HISTORY     - Date     Condition        Report By
 SY4886  HISTORY     - 1954     MONUMENTED       CGS
 SY4886  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SY4886
 SY4886                          STATION DESCRIPTION
 SY4886
 SY4886'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (CP)
 SY4886'STATION IS LOCATED AT LAKE FOREST PARK, 3.7 MI. N OF THE CENTER
 SY4886'OF LAKE CITY, WASHINGTON, ALONG THE BOTHELL HIGHWAY.  STATION IS
 SY4886'IN THE FRONT (E) YARD OF THE LAKE FOREST CIVIC CLUB, ON THE W
 SY4886'SHORE OF LAKE WASHINGTON.
 SY4886'
 SY4886'TO REACH THE STATION, PROCEED N ALONG THE BOTHELL HIGHWAY FOR 3.7
 SY4886'MI. BEYOND THE INTERSECTION OF SAND POINT WAY AND THE BOTHELL
 SY4886'HIGHWAY IN LAKE CITY.  TURN RIGHT (E) OPPOSITE THE ENTRANCE TO
 SY4886'LAKE FOREST PARK.  THE LAKE FOREST MARKET IS ON THE NE CORNER OF
 SY4886'THIS INTERSECTION.  FOLLOW A DIRT ROAD ACROSS THE RAILROAD TRACKS
 SY4886'AND ACROSS A NARROW WOODEN AUTOMOBILE BRIDGE FOR 150 M.  THE
 SY4886'ONLY BUILDING ON THE PROPERTY IS THE LAKE FOREST CIVIC CLUB.
 SY4886'THE CARETAKER, MR. EVANS, LIVES ON THE PREMISES.
 SY4886'
 SY4886'THE STATION IS A STANDARD TRIANGULATION DISK, STAMPED FOR 1954
 SY4886'AND BRAZED ON THE END OF AN 18-IN. COPPER PIPE DRIVEN INTO THE
 SY4886'SOIL FLUSH WITH THE GROUND LEVEL.  THE STATION MARK IS BETWEEN A
 SY4886'ROW OF FOUR POPLAR TREES AND A CONCRETE SEAWALL ON THE LAKE
 SY4886'FRONT.  IT IS 2.48 M. INSHORE (W) FROM THE OUTER EDGE OF THE
 SY4886'SEAWALL, 4.35 M. E-NE OF THE THIRD OF THE ROW OF TREES COUNTING
 SY4886'FROM THE N, AND 5.01 M. E-SE OF THE SECOND OF THESE TREES.  IT
 SY4886'IS 8.76 M. FROM THE SE CORNER OF THE SEAWALL, AND 26.05 M. SE OF
 SY4886'THE SE CORNER OF THE CLUBHOUSE.
 SY4886'
 SY4886'THERE ARE NO REFERENCE MARKS.
 SY4886
 SY4886                          STATION RECOVERY (1962)
 SY4886
 SY4886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MEW)
 SY4886'THE STATION SITE WAS FOUND AND THE DISK HAD BROKEN LOOSE FROM THE
 SY4886'PIPE AND WAS LAYING ON THE GROUND.  THE PIPE WAS LOOSE IN THE
 SY4886'GROUND AND PROJECTING ABOUT 8 INCHES.  THE ORIGINAL DESCRIPTION
 SY4886'STATES THAT IT WAS FLUSH, SO THE PIPE MAY HAVE BEEN IN THE
 SY4886'ORIGINAL HOLE, OR MAY HAVE BEEN MOVED.  THE PIPE AND DISK WERE
 SY4886'REMOVED AND THE STATION CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2078 ***********************************************************************
 SA2078  DESIGNATION -  FOR
 SA2078  PID         -  SA2078
 SA2078  STATE/COUNTY-  WA/WALLA WALLA
 SA2078  USGS QUAD   -  LEVEY (1991)
 SA2078
 SA2078                         *CURRENT SURVEY CONTROL
 SA2078  ___________________________________________________________________
 SA2078* NAD 83(1991)-  46 16 04.92845(N)    118 50 24.36334(W)     ADJUSTED  
 SA2078* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 SA2078  ___________________________________________________________________
 SA2078  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 SA2078  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SA2078
 SA2078  HORZ ORDER  -  SECOND
 SA2078
 SA2078.The horizontal coordinates were established by classical geodetic methods
 SA2078.and adjusted by the National Geodetic Survey in December 1991..
 SA2078
 SA2078.The orthometric height was scaled from a topographic map.
 SA2078
 SA2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2078
 SA2078.The geoid height was determined by GEOID03.
 SA2078
 SA2078;                    North         East     Units Scale Factor Converg.
 SA2078;SPC WA S     -   105,237.928   627,940.551   MT  0.99992983   +1 12 20.7
 SA2078;SPC WA S     -   345,268.10  2,060,168.29   sFT  0.99992983   +1 12 20.7
 SA2078;UTM  11      - 5,125,474.315   358,207.337   MT  0.99984715   -1 19 47.4
 SA2078
 SA2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2078!SPC WA S     -   0.99998145  x   0.99992983  =   0.99991128
 SA2078!UTM  11      -   0.99998145  x   0.99984715  =   0.99982861
 SA2078
 SA2078:                Primary Azimuth Mark                     Grid Az
 SA2078:SPC WA S     -  LEV                                      022 03 38.2
 SA2078:UTM  11      -  LEV                                      024 35 46.3
 SA2078
 SA2078|---------------------------------------------------------------------|
 SA2078| PID    Reference Object                     Distance      Geod. Az  |
 SA2078|                                                           dddmmss.s |
 SA2078| SA2080 LEV                                 APPROX. 1.1 KM 0231558.9 |
 SA2078| SA2075 THREE ISLAND BEND LIGHT 4             1.250 METERS 28957     |
 SA2078|---------------------------------------------------------------------|
 SA2078
 SA2078                          SUPERSEDED SURVEY CONTROL
 SA2078
 SA2078  NAD 83(1991)-  46 16 04.92874(N)    118 50 24.36315(W) AD(       ) 2
 SA2078  NAD 83(1986)-  46 16 04.93584(N)    118 50 24.35473(W) AD(       ) 2
 SA2078  NAD 27      -  46 16 05.44700(N)    118 50 20.36120(W) AD(       ) 2
 SA2078
 SA2078.Superseded values are not recommended for survey control.
 SA2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2078.See file dsdata.txt to determine how the superseded data were derived.
 SA2078
 SA2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM5820725474(NAD 83)
 SA2078_MARKER: Z = SEE DESCRIPTION
 SA2078_SETTING: 0 = UNSPECIFIED SETTING
 SA2078_STAMPING: FOR 1962
 SA2078_MARK LOGO: CGS   
 SA2078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2078
 SA2078  HISTORY     - Date     Condition        Report By
 SA2078  HISTORY     - 1962     MONUMENTED       CGS
 SA2078  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SA2078
 SA2078                          STATION DESCRIPTION
 SA2078
 SA2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA2078'THE STATION IS LOCATED 1-1/2 MILE NORTHEAST OF THE ICE HARBOR DAM,
 SA2078'3/4 MILE SOUTH-SOUTHEAST OF THE LEVEY RECREATION AREA, AND ON THE
 SA2078'EAST SIDE OF THE SNAKE RIVER.
 SA2078'
 SA2078'TO REACH FROM THE POST OFFICE IN PASCO, GO EAST ON U.S. HIGHWAY
 SA2078'410 FOR 4.6 MILES TO STATE HIGHWAY 3D.  TURN LEFT ON STATE HIGHWAY 3D
 SA2078'AND GO 9.1 MILES TO TRACK ROAD ON THE LEFT.  TURN LEFT AND GO 1.4
 SA2078'MILES TO RAILROAD CROSSING.  CROSS TRACKS AND GO 100 FEET TO TRACK
 SA2078'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ALONG THE WEST SIDE OF
 SA2078'FENCE FOR 1.3 MILES TO A FENCE.  GO THROUGH FENCE AND FOLLOW DIM
 SA2078'TRACK ROAD FOR 0.05 MILE ALONG THE NORTH SIDE OF THE FENCE.  GO
 SA2078'BACK THROUGH FENCE AND FOLLOW DIM TRACK ROAD FOR 0.35 MILE TO THREE
 SA2078'ISLAND BEND LIGHT NO. 4 AND THE STATION.
 SA2078'
 SA2078'THE STATION CAN ALSO BE REACHED BY BOAT.  TO REACH THE STATION BY
 SA2078'BOAT FROM THE BOAT-LAUNCHING SITE AT THE LEVEY RECREATION AREA, GO
 SA2078'SOUTH-SOUTHEAST ACROSS THE RIVER FOR APPROXIMATELY 3/4 MILE TO THE
 SA2078'THREE ISLAND BEND LIGHT NO. 4 AND THE STATION.
 SA2078'
 SA2078'THE STATION MARK IS A COAST AND GEODETIC SURVEY TOPOGRAPHIC
 SA2078'STATION MARK DISK STAMPED FOR 1962, SET IN THE TOP OF A 12-INCH
 SA2078'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 98 FEET
 SA2078'NORTH OF THE NORTH EDGE OF THE RIVERBANK, 82.74 FEET SOUTHEAST OF
 SA2078'THREE ISLAND BEND LIGHT NO. 4, AND 3.9 FEET NORTH OF THE WITNESS
 SA2078'POST.
 SA2078
 SA2078                          STATION RECOVERY (1962)
 SA2078
 SA2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 SA2078'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE BEARING TO
 SA2078'STATION LEV IN THE ORIGINAL DESCRIPTION IS INCORRECT AND THREE ISLAND
 SA2078'BEND LIGHT 4 HAS BEEN MOVED SINCE STATION FOR WAS ESTABLISHED.  THE
 SA2078'LIGHT WAS RELOCATED AS OF THE DATE OF THIS RECOVERY NOTE.  THE LAST
 SA2078'PARAGRAPH OF THE ORIGINAL DESCRIPTION IS CHANGED TO READ--
 SA2078'
 SA2078'THE STATION MARK IS A STANDARD TOPOGRAPHIC STATION DISK STAMPED
 SA2078'FOR 1962, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SA2078'PROJECTS 3 INCHES.  IT IS 98 FEET SOUTH OF THE SHORELINE, 4 FEET
 SA2078'EAST OF THREE ISLAND BEND LIGHT 4 AND 3.9 FEET NORTH OF A WITNESS
 SA2078'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1679 ***********************************************************************
 SA1679  DESIGNATION -  FOR RM 1
 SA1679  PID         -  SA1679
 SA1679  STATE/COUNTY-  WA/GRANT
 SA1679  USGS QUAD   -  VANTAGE (1978)
 SA1679
 SA1679                         *CURRENT SURVEY CONTROL
 SA1679  ___________________________________________________________________
 SA1679* NAD 83(1986)-  46 59 39.     (N)    119 58 30.     (W)     SCALED    
 SA1679* NAVD 88     -       374.126  (meters)    1227.45   (feet)  ADJUSTED  
 SA1679  ___________________________________________________________________
 SA1679  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 SA1679  DYNAMIC HT  -         374.150 (meters)    1227.52  (feet)  COMP
 SA1679  MODELED GRAV-     980,667.7   (mgal)                       NAVD 88
 SA1679
 SA1679  VERT ORDER  -  SECOND    CLASS 0
 SA1679
 SA1679.The horizontal coordinates were scaled from a topographic map and have
 SA1679.an estimated accuracy of +/- 6 seconds.
 SA1679
 SA1679.The orthometric height was determined by differential leveling
 SA1679.and adjusted by the National Geodetic Survey in June 1991..
 SA1679
 SA1679.The geoid height was determined by GEOID03.
 SA1679
 SA1679.The dynamic height is computed by dividing the NAVD 88
 SA1679.geopotential number by the normal gravity value computed on the
 SA1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1679.degrees latitude (g = 980.6199 gals.).
 SA1679
 SA1679.The modeled gravity was interpolated from observed gravity values.
 SA1679
 SA1679;                    North         East    Units  Estimated Accuracy
 SA1679;SPC WA S     -   184,740.      539,930.      MT  (+/- 180 meters Scaled)
 SA1679
 SA1679                          SUPERSEDED SURVEY CONTROL
 SA1679
 SA1679  NGVD 29 (??/??/92)  373.022  (m)         1223.82   (f) ADJ UNCH    2 0
 SA1679
 SA1679.Superseded values are not recommended for survey control.
 SA1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1679.See file dsdata.txt to determine how the superseded data were derived.
 SA1679
 SA1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN738088(NAD 83)
 SA1679_MARKER: DR = REFERENCE MARK DISK
 SA1679_SETTING: 66 = SET IN ROCK OUTCROP
 SA1679_SP_SET: BEDROCK OUTCROP
 SA1679_STAMPING: FOR NO 1 1957
 SA1679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1679+STABILITY: POSITION/ELEVATION WELL
 SA1679
 SA1679  HISTORY     - Date     Condition        Report By
 SA1679  HISTORY     - 1957     MONUMENTED       CGS
 SA1679  HISTORY     - 1968     GOOD             NGS
 SA1679
 SA1679                          STATION DESCRIPTION
 SA1679
 SA1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SA1679'2.5 MI N FROM VANTAGE.
 SA1679'TO REACH THE MARK FROM BURKE JUNCTION GO SOUTHWEST ON U.S. HIGHWAY 10
 SA1679'FOR 4.3 MILES TO A SIDE ROAD LEFT JUST BEFORE REACHING THE HILLTOP
 SA1679'CAFE. THIS SIDE ROAD IS 8.05 MILES NORTH AND NORTHEAST ALONG HIGHWAY
 SA1679'10 FROM THE POST OFFICE IN VANTAGE. TURN LEFT AND GO SOUTH ON THE
 SA1679'GRADED DIRT ROAD FOR 1.0 MILE TO AN OLD PAVED CROSSROAD.  TURN RIGHT
 SA1679'ON THE OLD PAVED CROSSROAD AND GO WEST AND SOUTH FOR 2.25 MILES TO A
 SA1679'TRACK ROAD ON THE LEFT.  TURN LEFT, THROUGH A WIRE GATE, AND GO SOUTH
 SA1679'ON THE TRACK ROAD FOR 0.3 MILE.  HERE TURN RIGHT AND GO WEST THROUGH
 SA1679'THE SAGEBRUSH FOR 0.2 MILE TO THE MARK.  IT IS 20.5 FEET NORTHEAST OF
 SA1679'TRIANGULATION STATION FOR 1957, 18 FEET NORTHEAST OF A WITNESS POST
 SA1679'AND CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. A 4-WHEEL DRIVE
 SA1679'VEHICLE IS NEEDED TO DRIVE TO THE MARK.
 SA1679
 SA1679                          STATION RECOVERY (1968)
 SA1679
 SA1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SA1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1680 ***********************************************************************
 SA1680  DESIGNATION -  FOR RM 2
 SA1680  PID         -  SA1680
 SA1680  STATE/COUNTY-  WA/GRANT
 SA1680  USGS QUAD   -  VANTAGE (1978)
 SA1680
 SA1680                         *CURRENT SURVEY CONTROL
 SA1680  ___________________________________________________________________
 SA1680* NAD 83(1986)-  46 59 39.     (N)    119 58 30.     (W)     SCALED    
 SA1680* NAVD 88     -       374.408  (meters)    1228.37   (feet)  ADJUSTED  
 SA1680  ___________________________________________________________________
 SA1680  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 SA1680  DYNAMIC HT  -         374.433 (meters)    1228.45  (feet)  COMP
 SA1680  MODELED GRAV-     980,667.7   (mgal)                       NAVD 88
 SA1680
 SA1680  VERT ORDER  -  SECOND    CLASS 0
 SA1680
 SA1680.The horizontal coordinates were scaled from a topographic map and have
 SA1680.an estimated accuracy of +/- 6 seconds.
 SA1680
 SA1680.The orthometric height was determined by differential leveling
 SA1680.and adjusted by the National Geodetic Survey in June 1991..
 SA1680
 SA1680.The geoid height was determined by GEOID03.
 SA1680
 SA1680.The dynamic height is computed by dividing the NAVD 88
 SA1680.geopotential number by the normal gravity value computed on the
 SA1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1680.degrees latitude (g = 980.6199 gals.).
 SA1680
 SA1680.The modeled gravity was interpolated from observed gravity values.
 SA1680
 SA1680;                    North         East    Units  Estimated Accuracy
 SA1680;SPC WA S     -   184,740.      539,930.      MT  (+/- 180 meters Scaled)
 SA1680
 SA1680                          SUPERSEDED SURVEY CONTROL
 SA1680
 SA1680  NGVD 29 (??/??/92)  373.304  (m)         1224.75   (f) ADJ UNCH    2 0
 SA1680
 SA1680.Superseded values are not recommended for survey control.
 SA1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1680.See file dsdata.txt to determine how the superseded data were derived.
 SA1680
 SA1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN738088(NAD 83)
 SA1680_MARKER: DR = REFERENCE MARK DISK
 SA1680_SETTING: 66 = SET IN ROCK OUTCROP
 SA1680_SP_SET: BEDROCK OUTCTOP
 SA1680_STAMPING: FOR NO 2 1957
 SA1680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SA1680+STABILITY: POSITION/ELEVATION WELL
 SA1680
 SA1680  HISTORY     - Date     Condition        Report By
 SA1680  HISTORY     - 1957     MONUMENTED       CGS
 SA1680  HISTORY     - 1968     GOOD             NGS
 SA1680
 SA1680                          STATION DESCRIPTION
 SA1680
 SA1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SA1680'2.5 MI N FROM VANTAGE.
 SA1680'TO REACH THE MARK FROM BURKE JUNCTION GO SOUTHWEST ON U.S. HIGHWAY 10
 SA1680'FOR 4.3 MILES TO A SIDE ROAD LEFT JUST BEFORE REACHING THE HILLTOP
 SA1680'CAFE. THIS SIDE ROAD IS 8.05 MILES NORTH AND NORTHEAST ALONG HIGHWAY
 SA1680'10 FROM THE POST OFFICE IN VANTAGE. TURN LEFT AND GO SOUTH ON THE
 SA1680'GRADED DIRT ROAD FOR 1.0 MILE TO AN OLD PAVED CROSSROAD.  TURN RIGHT
 SA1680'ON THE OLD PAVED CROSSROAD AND GO WEST AND SOUTH FOR 2.25 MILES TO A
 SA1680'TRACK ROAD ON THE LEFT.  TURN LEFT, THROUGH A WIRE GATE, AND GO SOUTH
 SA1680'ON THE TRACK ROAD FRO 0.3 MILE.  HERE TURN RIGHT AND GO WEST THROUGH
 SA1680'THE SAGEBRUSH FOR 0.2 MILE TO THE MARK.  IT IS 21.3 FEET SOUTHEAST OF
 SA1680'TRIANGULATION STATION FOR 1957, 25 FEET SOUTHEAST OF A WHITE WITNESS
 SA1680'POST AND CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. A 4-WHEEL
 SA1680'DRIVE VEHICLE IS NEEDED TO DRIVE TO THE MARK.
 SA1680
 SA1680                          STATION RECOVERY (1968)
 SA1680
 SA1680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SA1680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1292 ***********************************************************************
 TR1292  DESIGNATION -  FORBES PT LT
 TR1292  PID         -  TR1292
 TR1292  STATE/COUNTY-  WA/ISLAND
 TR1292  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1292
 TR1292                         *CURRENT SURVEY CONTROL
 TR1292  ___________________________________________________________________
 TR1292* NAD 83(1991)-  48 16 10.56611(N)    122 37 27.27940(W)     ADJUSTED  
 TR1292* NAVD 88     -                                                        
 TR1292  ___________________________________________________________________
 TR1292  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 TR1292  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 TR1292
 TR1292  HORZ ORDER  -  THIRD
 TR1292
 TR1292.The horizontal coordinates were established by classical geodetic methods
 TR1292.and adjusted by the National Geodetic Survey in December 1991..
 TR1292
 TR1292
 TR1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1292
 TR1292.The geoid height was determined by GEOID03.
 TR1292
 TR1292;                    North         East     Units Scale Factor Converg.
 TR1292;SPC WA N     -   142,704.907   367,069.667   MT  0.99994575   -1 20 00.1
 TR1292;SPC WA N     -   468,191.02  1,204,294.40   sFT  0.99994575   -1 20 00.1
 TR1292;UTM  10      - 5,346,334.274   527,883.312   MT  0.99960955   +0 16 49.5
 TR1292
 TR1292                          SUPERSEDED SURVEY CONTROL
 TR1292
 TR1292  NAD 83(1986)-  48 16 10.56876(N)    122 37 27.28459(W) AD(       ) 4
 TR1292  NAD 27      -  48 16 11.21600(N)    122 37 22.67250(W) AD(       ) 3
 TR1292
 TR1292.Superseded values are not recommended for survey control.
 TR1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1292.See file dsdata.txt to determine how the superseded data were derived.
 TR1292
 TR1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2788346334(NAD 83)
 TR1292
 TR1292  HISTORY     - Date     Condition        Report By
 TR1292  HISTORY     - 1960     MONUMENTED       CGS
 TR1292
 TR1292                          STATION DESCRIPTION
 TR1292
 TR1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1292'THE LIGHT IS SHOWN IN THE LIGHT LIST, PACIFIC COAST, 1960 AS 1901.5
 TR1292'- ON SHORE AT FORBES POINT, WHITE SQUARE DAYMARK ON SKELETON
 TR1292'TOWER, BUILT IN 1958.
 TR1292'
 TR1292'THE LIGHT IS A DOUBLE LENS LIGHT SET ON TOP OF THE CENTER PIPE OF AN
 TR1292'ANGULAR DAYMARK EXTENDING 8 FEET ON EACH SIDE, BUILT OF LATTICED 2 IN
 TR1292'X 6 IN AND PAINTED WHITE, SUPPORTED BY THREE 4 INCH IRON PIPES 9
 TR1292'FEET HIGH.  THE STRUCTURE IS 11.6 FEET TALL AND IS 10 FEET WEST OF
 TR1292'THE EDGE OF THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1388 ***********************************************************************
 SV1388  DESIGNATION -  FORD
 SV1388  PID         -  SV1388
 SV1388  STATE/COUNTY-  WA/STEVENS
 SV1388  USGS QUAD   -  FORD (1973)
 SV1388
 SV1388                         *CURRENT SURVEY CONTROL
 SV1388  ___________________________________________________________________
 SV1388* NAD 83(1991)-  47 53 07.19532(N)    117 47 43.32278(W)     ADJUSTED  
 SV1388* NAVD 88     -       748.4    (meters)    2455.     (feet)  VERTCON   
 SV1388  ___________________________________________________________________
 SV1388  LAPLACE CORR-           7.53  (seconds)                    DEFLEC99
 SV1388  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 SV1388
 SV1388  HORZ ORDER  -  FIRST
 SV1388
 SV1388.The horizontal coordinates were established by classical geodetic methods
 SV1388.and adjusted by the National Geodetic Survey in December 1991..
 SV1388
 SV1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1388
 SV1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1388
 SV1388.The geoid height was determined by GEOID03.
 SV1388
 SV1388;                    North         East     Units Scale Factor Converg.
 SV1388;SPC WA N     -   102,916.740   727,140.950   MT  0.99995046   +2 15 42.6
 SV1388;SPC WA N     -   337,652.67  2,385,628.27   sFT  0.99995046   +2 15 42.6
 SV1388;UTM  11      - 5,303,861.650   440,537.997   MT  0.99964345   -0 35 24.1
 SV1388
 SV1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1388!SPC WA N     -   0.99988562  x   0.99995046  =   0.99983609
 SV1388!UTM  11      -   0.99988562  x   0.99964345  =   0.99952911
 SV1388
 SV1388|---------------------------------------------------------------------|
 SV1388| PID    Reference Object                     Distance      Geod. Az  |
 SV1388|                                                           dddmmss.s |
 SV1388| CF1458 FORD RM 1                             6.410 METERS 09624     |
 SV1388| CF1459 FORD RM 2                            15.114 METERS 19412     |
 SV1388| TO0837 STENSGAR NEW LOOKOUT TOWER          APPROX.36.0 KM 3361629.9 |
 SV1388|---------------------------------------------------------------------|
 SV1388
 SV1388                          SUPERSEDED SURVEY CONTROL
 SV1388
 SV1388  NAD 83(1986)-  47 53 07.20991(N)    117 47 43.32638(W) AD(       ) 1
 SV1388  NAD 27      -  47 53 07.61700(N)    117 47 39.48000(W) AD(       ) 1
 SV1388  NGVD 29 (10/02/90)  747.2    (m)         2451.     (f) VERT ANG       
 SV1388
 SV1388.Superseded values are not recommended for survey control.
 SV1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1388.See file dsdata.txt to determine how the superseded data were derived.
 SV1388
 SV1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP4053803862(NAD 83)
 SV1388_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1388
 SV1388  HISTORY     - Date     Condition        Report By
 SV1388  HISTORY     - 1936     MONUMENTED       CGS
 SV1388  HISTORY     - 1973     GOOD             USGS
 SV1388
 SV1388                          STATION DESCRIPTION
 SV1388
 SV1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 SV1388'ABOUT 24 MILES (AIR LINE) NW OF SPOKANE, ABOUT 2 MILES SE OF FORD
 SV1388'AND 5 MILES W OF TUMTUM, ON A WOODED SUMMIT, ABOUT 25 YARDS ENE
 SV1388'BELOW HIGHEST POINT OF THIS HILL, 28 FEET E OF EDGE OF BLUFF AND
 SV1388'1/4 MILE WNW FROM DESERTED HOUSE.
 SV1388'
 SV1388'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SV1388'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 SV1388'
 SV1388'NO AZIMUTH MARK WAS SET AS NO SUITABLE LOCATION COULD BE
 SV1388'OBTAINED.
 SV1388'
 SV1388'STENSGAR LOOKOUT, ABOUT 23 MILES NNW (TRUE) WAS OBSERVED FOR
 SV1388'AZIMUTH.
 SV1388'
 SV1388'STATION REACHED FROM SPOKANE BY GOING N ON MONROE STREET, FROM
 SV1388'N END OF SPOKANE RIVER BRIDGE FOR 0.9 MILE TO NW BOULEVARD, THENCE
 SV1388'NW ON NW BOULEVARD FOR 2.85 MILES, TAKE RIGHT FORKS AND FOLLOW
 SV1388'PAVEMENT TO ITS END OF NINE MILES FALLS, CONTINUE STRAIGHT AHEAD
 SV1388'FROM BRIDGE ON GRAVEL FOR 3.4 MILES, TAKE LEFT FORK AT 7.2 MILES,
 SV1388'TAKE LEFT FORK FOR 2.35 MILES, TAKE LEFT FORK 0.8 MILE TO
 SV1388'TUMTUM, TAKE LEFT FORK 6.45 MILES, TAKE RIGHT FORK 2.5 MILES.
 SV1388'(A GOOD T-ROAD HERE WITH MAIL BOX ON LEFT.) CONTINUE ON
 SV1388'MAIN-TRAVELED ROAD FOR 1.75 MILES WHERE A DIM TRACK TURNS OFF
 SV1388'ON RIGHT.  TURN RIGHT HERE DISREGARDING DIMMER TRACKS WHICH
 SV1388'IMMEDIATELY TURN OFF RIGHT, CONTINUE FOR 0.9 MILE, TAKE DIM
 SV1388'RIGHT FORKS 0.7 MILE, TAKE RIGHT FORK MAIN-TRAVELED ROAD 0.95
 SV1388'MILE TO DESERTED HOUSE.  TURN OFF ROAD HERE, FOLLOW TRUCK
 SV1388'TRACKS WNW UP HILL 0.25 MILE TO STATION.  A DRIVE STATION.
 SV1388
 SV1388                          STATION RECOVERY (1973)
 SV1388
 SV1388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SV1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4018 ***********************************************************************
 SY4018  DESIGNATION -  FORD 1915
 SY4018  PID         -  SY4018
 SY4018  STATE/COUNTY-  WA/KING
 SY4018  USGS QUAD   -  
 SY4018
 SY4018                         *CURRENT SURVEY CONTROL
 SY4018  ___________________________________________________________________
 SY4018* NAD 83(1991)-  47 37 32.47083(N)    122 20 01.26340(W)     ADJUSTED  
 SY4018* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 SY4018  ___________________________________________________________________
 SY4018  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 SY4018  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SY4018
 SY4018  HORZ ORDER  -  THIRD
 SY4018
 SY4018.The horizontal coordinates were established by classical geodetic methods
 SY4018.and adjusted by the National Geodetic Survey in December 1991..
 SY4018
 SY4018.The orthometric height was scaled from a topographic map.
 SY4018
 SY4018.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4018
 SY4018.The geoid height was determined by GEOID03.
 SY4018
 SY4018;                    North         East     Units Scale Factor Converg.
 SY4018;SPC WA N     -    70,664.271   387,237.787   MT  0.99997893   -1 07 01.4
 SY4018;SPC WA N     -   231,837.70  1,270,462.64   sFT  0.99997893   -1 07 01.4
 SY4018;UTM  10      - 5,274,913.235   550,062.534   MT  0.99963080   +0 29 32.1
 SY4018
 SY4018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4018!SPC WA N     -   1.00000229  x   0.99997893  =   0.99998122
 SY4018!UTM  10      -   1.00000229  x   0.99963080  =   0.99963309
 SY4018
 SY4018                          SUPERSEDED SURVEY CONTROL
 SY4018
 SY4018  NAD 83(1986)-  47 37 32.46408(N)    122 20 01.26919(W) AD(       ) 3
 SY4018  NAD 27      -  47 37 33.11400(N)    122 19 56.81700(W) AD(       ) 3
 SY4018
 SY4018.Superseded values are not recommended for survey control.
 SY4018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4018.See file dsdata.txt to determine how the superseded data were derived.
 SY4018
 SY4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5006374913(NAD 83)
 SY4018
 SY4018  HISTORY     - Date     Condition        Report By
 SY4018  HISTORY     - 1915     MONUMENTED       CGS
 SY4018  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4018  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4018  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY4018  HISTORY     - 1968     SEE DESCRIPTION  LOCENG
 SY4018  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY4018  HISTORY     - 1977     SEE DESCRIPTION  NGS
 SY4018  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY4018  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4018
 SY4018                          STATION DESCRIPTION
 SY4018
 SY4018'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4018'THE APEX OF THE WATER TANK MOUNTED ON THE ROOF OF THE BUILDING
 SY4018'OCCUPIED BY THE W. P. FULLER AND COMPANY (PAINTS) LOCATED AT THE SE
 SY4018'CORNER OF THE INTERSECTION OF FAIRVIEW AVENUE N AND VALLEY
 SY4018'STREET.  THE TANK IS PAINTED YELLOW.
 SY4018
 SY4018                          STATION RECOVERY (1963)
 SY4018
 SY4018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4018'THE STATION WAS RECOVERED AS DESCRIBED BY J.S. IN 1951.  THE TANK
 SY4018'IS NOW PAINTED SILVER.
 SY4018
 SY4018                          STATION RECOVERY (1968)
 SY4018
 SY4018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY4018'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS THE APEX OF THE
 SY4018'WATER TANK MOUNTED ON THE ROOF OF THE LARGE, RED BRICK BUILDING IN
 SY4018'THE SOUTHEAST ANGLE OF THE INTERSECTION OF FAIRVIEW AVENUE NORTH
 SY4018'AND VALLEY STREET IN SEATTLE.
 SY4018
 SY4018                          STATION RECOVERY (1968)
 SY4018
 SY4018'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (CMB)
 SY4018'(UNMARKED) APEX OF WATER TOWER
 SY4018'
 SY4018'APEX OF WATER TOWER MOUNTED ON ROOF OF BUILDING NOW OCCUPIED BY
 SY4018'CRAFTSMAN PRESS, INC.  LOCATED AT THE SE CORNER OF THE INTERSECTION
 SY4018'OF FAIRVIEW AVE. N. AND VALLEY ST.  A FIRST-ORDER STATION HAS BEEN
 SY4018'ESTABLISHED ATOP THIS BUILDING (FORD ECC. 1968), FROM WHICH A
 SY4018'TRIANGULATION TIE WAS MADE TO THE WATER TOWER APEX.
 SY4018
 SY4018                          STATION RECOVERY (1969)
 SY4018
 SY4018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 SY4018'THE STATION, THE APEX OF THE CONICAL ROOF OF AN ELEVATED WATER
 SY4018'TANK, ON THE ROOF OF A BUILDING WAS RECOVERED IN GOOD CONDITION AS
 SY4018'DESCRIBED BY N.E.T. IN 1968.  THE TANK IS NOW PAINTED WHITE.
 SY4018
 SY4018                          STATION RECOVERY (1977)
 SY4018
 SY4018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JPR)
 SY4018'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 SY4018'1968.  STATION FORD ECC 1968 IS ESTABLISHED ON THE ROOF OF THE
 SY4018'SAME BUILDING.  ITS USE WAS NOT MADE AT THIS TIME BECAUSE THE
 SY4018'OWNERS OF THE BUILDING REQUIRED A SERVICE CHARGE FOR ITS USE.
 SY4018
 SY4018                          STATION RECOVERY (1983)
 SY4018
 SY4018'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4018'STATION NOT RECOVERED.
 SY4018'
 SY4018'BUILDING IS NOW OCCUPIED BY CRAFTSMAN PRESS.
 SY4018'
 SY4018'NO WATER TOWER ON BUILDING.
 SY4018'
 SY4018'MARK HAS BEEN DESTROYED.
 SY4018
 SY4018                          STATION RECOVERY (2001)
 SY4018
 SY4018'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 SY4018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1327 ***********************************************************************
 SV1327  DESIGNATION -  FORD 2
 SV1327  PID         -  SV1327
 SV1327  STATE/COUNTY-  WA/SPOKANE
 SV1327  USGS QUAD   -  FOUR LAKES (1973)
 SV1327
 SV1327                         *CURRENT SURVEY CONTROL
 SV1327  ___________________________________________________________________
 SV1327* NAD 83(1991)-  47 35 54.50913(N)    117 33 09.75700(W)     ADJUSTED  
 SV1327* NAVD 88     -       738.04   (+/-2cm)    2421.4    (feet)  VERTCON   
 SV1327  ___________________________________________________________________
 SV1327  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 SV1327  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 SV1327
 SV1327  HORZ ORDER  -  THIRD
 SV1327  VERT ORDER  -  THIRD ? (See Below)
 SV1327
 SV1327.The horizontal coordinates were established by classical geodetic methods
 SV1327.and adjusted by the National Geodetic Survey in December 1991..
 SV1327.No horizontal observational check was made to the station.
 SV1327
 SV1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1327.The vertical order pertains to the NGVD 29 superseded value.
 SV1327
 SV1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1327
 SV1327.The geoid height was determined by GEOID03.
 SV1327
 SV1327;                    North         East     Units Scale Factor Converg.
 SV1327;SPC WA N     -    71,797.329   746,632.400   MT  0.99998309   +2 26 33.0
 SV1327;SPC WA N     -   235,555.07  2,449,576.47   sFT  0.99998309   +2 26 33.0
 SV1327;UTM  11      - 5,271,821.916   458,451.450   MT  0.99962121   -0 24 29.3
 SV1327
 SV1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1327!SPC WA N     -   0.99988722  x   0.99998309  =   0.99987031
 SV1327!UTM  11      -   0.99988722  x   0.99962121  =   0.99950847
 SV1327
 SV1327|---------------------------------------------------------------------|
 SV1327| PID    Reference Object                     Distance      Geod. Az  |
 SV1327|                                                           dddmmss.s |
 SV1327| SV0986 FORD                                 29.717 METERS 10324     |
 SV1327| CF1460 FORD 2 RM 3                           5.358 METERS 15103     |
 SV1327| CF1461 FORD 2 RM 4                           6.779 METERS 23628     |
 SV1327|---------------------------------------------------------------------|
 SV1327
 SV1327                          SUPERSEDED SURVEY CONTROL
 SV1327
 SV1327  NAD 83(1986)-  47 35 54.51781(N)    117 33 09.74849(W) AD(       ) 3
 SV1327  NAD 27      -  47 35 54.90791(N)    117 33 06.00783(W) AD(       ) 3
 SV1327  NGVD 29 (07/19/86)  736.87   (m)         2417.5    (f) LEVELING    3  
 SV1327
 SV1327.Superseded values are not recommended for survey control.
 SV1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1327.See file dsdata.txt to determine how the superseded data were derived.
 SV1327
 SV1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN5845171822(NAD 83)
 SV1327_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1327+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2003
 SV1327
 SV1327  HISTORY     - Date     Condition        Report By
 SV1327  HISTORY     - 1963     MONUMENTED       CGS
 SV1327  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SV1327  HISTORY     - 1973     SEE DESCRIPTION  USGS
 SV1327  HISTORY     - 20030324 GOOD             USPSQD
 SV1327
 SV1327                          STATION DESCRIPTION
 SV1327
 SV1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SV1327'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF THE CENTER OF
 SV1327'SPOKANE, 2.6 MILES SOUTHWEST OF THE ENTRANCE TO GEIGER AIR FORCE
 SV1327'BASE, 0.6 MILE NORTHEAST OF CARROLLS MOTEL AND CAFE AND 178 FEET
 SV1327'NORTHWEST OF THE CENTER LINE OF THE EXISTING PAVEMENT OF U.S.
 SV1327'HIGHWAY 10 (INTERSTATE ROUTE 90).
 SV1327'
 SV1327'THE STATION MARKS ARE STANDARD DISKS STAMPED FORD 2 1963.  THE
 SV1327'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 SV1327'INCHES.  IT IS ON THE HIGHER GROUND ON THE SOUTHWEST SIDE OF A WIDE
 SV1327'LOW SPOT, 120 YARDS EAST OF A ROCK ABOUT 4 FEET LONG, 3 FEET WIDE
 SV1327'AND 3 FEET HIGH (THE LARGEST ROCK IN THE VICINITY).  FROM THE
 SV1327'STATION, THE LARGE ROCK IS ON LINE WITH THE SOUTH END OF A LONG,
 SV1327'LOW WHITE BUILDING WHICH MAY BE A RESIDENCE.  THIS BUILDING SETS
 SV1327'ABOUT 50 YARDS SOUTH OF A HOUSE AND 200 YARDS SOUTH OF A RED BARN.
 SV1327'THE STATION IS ABOUT 78 FEET NORTHWEST OF THE CENTER LINE OF THE
 SV1327'PROPOSED WESTBOUND TRAFFIC LANES, 2 FEET SOUTHEAST OF THE NORTHWEST
 SV1327'RIGHT-OF-WAY LINE AND 3 FEET SOUTH OF A METAL WITNESS POST.
 SV1327'
 SV1327'REFERENCE MARK NO. 3, STAMPED FORD 2 NO 3 1963, IS A STANDARD DISK
 SV1327'SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS ABOUT 19
 SV1327'FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY LINE.
 SV1327'
 SV1327'REFERENCE MARK NO. 4, STAMPED FORD 2 NO 4 1963, IS A STANDARD DISK
 SV1327'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 3 FEET
 SV1327'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY LINE.
 SV1327'
 SV1327'TO REACH THE STATION FROM THE INTERSECTION OF THORPE ROAD AND
 SV1327'INTERSTATE HIGHWAY 90, ABOUT 4-1/2 MILES SOUTHWEST OF THE CENTER OF
 SV1327'SPOKANE, (THERE MAY NOT BE AN INTERCHANGE HERE WHEN THE NEW HIGHWAY
 SV1327'IS BUILT, BUT THORPE ROAD IS BLACKTOP AND THERE ARE SOME GAS TANKS
 SV1327'IN THE WEST ANGLE OF THE INTERSECTION), GO SOUTHWEST ON INTERSTATE
 SV1327'HIGHWAY 90 (U.S. HIGHWAY 10) FOR 2.0 MILES TO THE STATION ON THE
 SV1327'RIGHT, 0.6 MILE NORTHEAST OF CARROLLS MOTEL AND CAFE.
 SV1327
 SV1327                          STATION RECOVERY (1973)
 SV1327
 SV1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLS)
 SV1327'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  ADDITIONAL
 SV1327'MEASUREMENTS ARE--STATION IS 88.5 FEET ESE OF POWER POLE 81 8 A 11,
 SV1327'55.0 NW OF THE NW EDGE OF THE WESTBOUND TRAFFIC ON I 90, AND 33.0
 SV1327'FEET SE OF THE CL OF A FRONTAGE ROAD.
 SV1327'
 SV1327'REFERENCE MARK 3 HAS BEEN DESTROYED.
 SV1327'
 SV1327'REFERENCE MARK 4 WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SV1327'
 SV1327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 7 MILES SW.
 SV1327
 SV1327                          STATION RECOVERY (1973)
 SV1327
 SV1327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RBO)
 SV1327'RECOVERED AS DESCRIBED, EXCEPT RM NO 3 NOT FOUND.  REVISE DESC. AS
 SV1327'FOLLOWS--LOCATED ABOUT 7 MILES SW OF SPOKANE, 2 MILES SW OF SPOKANE
 SV1327'INTERNATIONAL AIRPORT, BETWEEN GEIGER BLVD. AND WESTBOUND LANE OF
 SV1327'U.S. INTERSTATE 90, 33 FEET SE OF CENTERLINE GEIGER BLVD.
 SV1327'
 SV1327'TO REACH FROM INTERCHANGE ON U.S. INTERSTATE 90 AT OLD GEIGER FIELD
 SV1327'TRAVEL SW ON GEIGER BLVD. FOR 2.8 MILES TO STATION ON LEFT.
 SV1327
 SV1327                          STATION RECOVERY (2003)
 SV1327
 SV1327'RECOVERY NOTE BY US POWER SQUADRON 2003 (DKK)
 SV1327'MARKER AND RM FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1968 ***********************************************************************
 SA1968  DESIGNATION -  FORD ISLAND LIGHT 31
 SA1968  PID         -  SA1968
 SA1968  STATE/COUNTY-  WA/FRANKLIN
 SA1968  USGS QUAD   -  SNAKE RIVER (1991)
 SA1968
 SA1968                         *CURRENT SURVEY CONTROL
 SA1968  ___________________________________________________________________
 SA1968* NAD 83(1991)-  46 25 04.53581(N)    118 38 20.35296(W)     ADJUSTED  
 SA1968* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 SA1968  ___________________________________________________________________
 SA1968  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 SA1968  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 SA1968
 SA1968  HORZ ORDER  -  THIRD
 SA1968
 SA1968.The horizontal coordinates were established by classical geodetic methods
 SA1968.and adjusted by the National Geodetic Survey in December 1991..
 SA1968
 SA1968.The orthometric height was scaled from a topographic map.
 SA1968
 SA1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1968
 SA1968.The geoid height was determined by GEOID03.
 SA1968
 SA1968;                    North         East     Units Scale Factor Converg.
 SA1968;SPC WA S     -   122,239.572   643,046.110   MT  0.99991884   +1 21 06.6
 SA1968;SPC WA S     -   401,047.66  2,109,727.11   sFT  0.99991884   +1 21 06.6
 SA1968;UTM  11      - 5,141,788.838   374,049.161   MT  0.99979500   -1 11 14.7
 SA1968
 SA1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1968!SPC WA S     -   0.99998078  x   0.99991884  =   0.99989962
 SA1968!UTM  11      -   0.99998078  x   0.99979500  =   0.99977578
 SA1968
 SA1968                          SUPERSEDED SURVEY CONTROL
 SA1968
 SA1968  NAD 83(1991)-  46 25 04.53666(N)    118 38 20.35565(W) AD(       ) 4
 SA1968  NAD 83(1986)-  46 25 04.54343(N)    118 38 20.34354(W) AD(       ) 4
 SA1968  NAD 27      -  46 25 05.04500(N)    118 38 16.37600(W) AD(       ) 3
 SA1968
 SA1968.Superseded values are not recommended for survey control.
 SA1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1968.See file dsdata.txt to determine how the superseded data were derived.
 SA1968
 SA1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7404941789(NAD 83)
 SA1968_MARK LOGO: CGS   
 SA1968
 SA1968  HISTORY     - Date     Condition        Report By
 SA1968  HISTORY     - 1962     MONUMENTED       CGS
 SA1968
 SA1968                          STATION DESCRIPTION
 SA1968
 SA1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA1968'REFER TO DESCRIPTION FOR STATION LAN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1983 ***********************************************************************
 SA1983  DESIGNATION -  FORD ISLAND LIGHT 33
 SA1983  PID         -  SA1983
 SA1983  STATE/COUNTY-  WA/FRANKLIN
 SA1983  USGS QUAD   -  SNAKE RIVER (1991)
 SA1983
 SA1983                         *CURRENT SURVEY CONTROL
 SA1983  ___________________________________________________________________
 SA1983* NAD 83(1991)-  46 25 27.62477(N)    118 38 12.22664(W)     ADJUSTED  
 SA1983* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 SA1983  ___________________________________________________________________
 SA1983  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 SA1983  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 SA1983
 SA1983  HORZ ORDER  -  THIRD
 SA1983
 SA1983.The horizontal coordinates were established by classical geodetic methods
 SA1983.and adjusted by the National Geodetic Survey in December 1991..
 SA1983
 SA1983.The orthometric height was scaled from a topographic map.
 SA1983
 SA1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA1983
 SA1983.The geoid height was determined by GEOID03.
 SA1983
 SA1983;                    North         East     Units Scale Factor Converg.
 SA1983;SPC WA S     -   122,956.344   643,202.746   MT  0.99991852   +1 21 12.5
 SA1983;SPC WA S     -   403,399.27  2,110,241.01   sFT  0.99991852   +1 21 12.5
 SA1983;UTM  11      - 5,142,497.878   374,237.377   MT  0.99979442   -1 11 09.3
 SA1983
 SA1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA1983!SPC WA S     -   0.99998031  x   0.99991852  =   0.99989883
 SA1983!UTM  11      -   0.99998031  x   0.99979442  =   0.99977473
 SA1983
 SA1983                          SUPERSEDED SURVEY CONTROL
 SA1983
 SA1983  NAD 83(1991)-  46 25 27.62623(N)    118 38 12.22921(W) AD(       ) 4
 SA1983  NAD 83(1986)-  46 25 27.63243(N)    118 38 12.21719(W) AD(       ) 4
 SA1983  NAD 27      -  46 25 28.13300(N)    118 38 08.25100(W) AD(       ) 3
 SA1983
 SA1983.Superseded values are not recommended for survey control.
 SA1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1983.See file dsdata.txt to determine how the superseded data were derived.
 SA1983
 SA1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM7423742498(NAD 83)
 SA1983_MARK LOGO: CGS   
 SA1983
 SA1983  HISTORY     - Date     Condition        Report By
 SA1983  HISTORY     - 1962     MONUMENTED       CGS
 SA1983
 SA1983                          STATION DESCRIPTION
 SA1983
 SA1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SA1983'REFER TO DESCRIPTION FOR STATION DRY 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4260 ***********************************************************************
 SY4260  DESIGNATION -  FORD STACK
 SY4260  PID         -  SY4260
 SY4260  STATE/COUNTY-  WA/KING
 SY4260  USGS QUAD   -  POVERTY BAY (1994)
 SY4260
 SY4260                         *CURRENT SURVEY CONTROL
 SY4260  ___________________________________________________________________
 SY4260* NAD 83(1991)-  47 33 26.57764(N)    122 20 24.45162(W)     ADJUSTED  
 SY4260* NAVD 88     -                                                        
 SY4260  ___________________________________________________________________
 SY4260  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 SY4260  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SY4260
 SY4260  HORZ ORDER  -  THIRD
 SY4260
 SY4260.The horizontal coordinates were established by classical geodetic methods
 SY4260.and adjusted by the National Geodetic Survey in December 1991..
 SY4260
 SY4260
 SY4260.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4260
 SY4260.The geoid height was determined by GEOID03.
 SY4260
 SY4260;                    North         East     Units Scale Factor Converg.
 SY4260;SPC WA N     -    63,081.141   386,605.068   MT  0.99998979   -1 07 18.6
 SY4260;SPC WA N     -   206,958.71  1,268,386.79   sFT  0.99998979   -1 07 18.6
 SY4260;UTM  10      - 5,267,318.016   549,643.143   MT  0.99963028   +0 29 13.1
 SY4260
 SY4260                          SUPERSEDED SURVEY CONTROL
 SY4260
 SY4260  NAD 83(1986)-  47 33 26.57183(N)    122 20 24.45817(W) AD(       ) 4
 SY4260  NAD 27      -  47 33 27.21600(N)    122 20 20.00800(W) AD(       ) 3
 SY4260
 SY4260.Superseded values are not recommended for survey control.
 SY4260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4260.See file dsdata.txt to determine how the superseded data were derived.
 SY4260
 SY4260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4964367318(NAD 83)
 SY4260
 SY4260  HISTORY     - Date     Condition        Report By
 SY4260  HISTORY     - 1934     MONUMENTED       CGS
 SY4260  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4260  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4260  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY4260  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SY4260  HISTORY     - 1983     GOOD             USPSQD
 SY4260
 SY4260                          STATION DESCRIPTION
 SY4260
 SY4260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4260'STATION IS TALL STACK OF FORD MOTOR COMPANY S, ON E MARGINAL WAY.
 SY4260
 SY4260                          STATION RECOVERY (1963)
 SY4260
 SY4260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4260'RECOVERED.  LOCATED IN SEATTLE, ABOUT 250 FEET WEST OF THE JUNCTION
 SY4260'OF HUDSON STREET AND EAST MARGINAL WAY.
 SY4260'
 SY4260'THE STATION IS A TALL METAL STACK THAT RISES OUT OF A FORMER FORD
 SY4260'MOTOR COMPANY BUILDING, NOW OCCUPIED BY THE BOEING COMPANY.
 SY4260
 SY4260                          STATION RECOVERY (1963)
 SY4260
 SY4260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4260'THE STATION WAS RECOVERED.  IT IS NEAR THE INTERSECTION OF E.
 SY4260'MARGINAL WAY AND HUDSON STREET, A METAL, SILVER COLORED STACK WITH
 SY4260'ABOUT THE TOP 20 FEET OF THE STACK BLACK.  THE BOEING CO. NOW OWNS
 SY4260'THE PLANT, BUT IS STILL REFERRED TO AS THE OLD FORD PLANT.
 SY4260
 SY4260                          STATION RECOVERY (1969)
 SY4260
 SY4260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY4260'RECOVERED AS DESCRIBED BY M.E.W. IN 1963.
 SY4260
 SY4260                          STATION RECOVERY (1970)
 SY4260
 SY4260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBW)
 SY4260'THE STATION WAS RECOVERED AS DESCRIBED.
 SY4260'
 SY4260'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN CITY OF
 SY4260'SEATTLE.
 SY4260
 SY4260                          STATION RECOVERY (1983)
 SY4260
 SY4260'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4260'STATION RECOVERED GOOD.
 SY4260'
 SY4260'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4251 ***********************************************************************
 SY4251  DESIGNATION -  FORD TANK
 SY4251  PID         -  SY4251
 SY4251  STATE/COUNTY-  WA/KING
 SY4251  USGS QUAD   -  POVERTY BAY (1994)
 SY4251
 SY4251                         *CURRENT SURVEY CONTROL
 SY4251  ___________________________________________________________________
 SY4251* NAD 83(1991)-  47 33 24.31620(N)    122 20 22.12020(W)     ADJUSTED  
 SY4251* NAVD 88     -                                                        
 SY4251  ___________________________________________________________________
 SY4251  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 SY4251  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SY4251
 SY4251  HORZ ORDER  -  THIRD
 SY4251
 SY4251.The horizontal coordinates were established by classical geodetic methods
 SY4251.and adjusted by the National Geodetic Survey in December 1991..
 SY4251
 SY4251
 SY4251.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4251
 SY4251.The geoid height was determined by GEOID03.
 SY4251
 SY4251;                    North         East     Units Scale Factor Converg.
 SY4251;SPC WA N     -    63,010.359   386,652.432   MT  0.99998990   -1 07 16.9
 SY4251;SPC WA N     -   206,726.49  1,268,542.19   sFT  0.99998990   -1 07 16.9
 SY4251;UTM  10      - 5,267,248.617   549,692.458   MT  0.99963034   +0 29 14.8
 SY4251
 SY4251                          SUPERSEDED SURVEY CONTROL
 SY4251
 SY4251  NAD 83(1986)-  47 33 24.31042(N)    122 20 22.12681(W) AD(       ) 4
 SY4251  NAD 27      -  47 33 24.95500(N)    122 20 17.67300(W) AD(       ) 3
 SY4251
 SY4251.Superseded values are not recommended for survey control.
 SY4251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4251.See file dsdata.txt to determine how the superseded data were derived.
 SY4251
 SY4251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4969267249(NAD 83)
 SY4251
 SY4251  HISTORY     - Date     Condition        Report By
 SY4251  HISTORY     - 1934     MONUMENTED       CGS
 SY4251  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4251  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY4251  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SY4251
 SY4251                          STATION DESCRIPTION
 SY4251
 SY4251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EES)
 SY4251'STATION IS TALL BLACK TANK AT THE FORD ASSEMBLY PLANT, CLOSE TO THE
 SY4251'FORD STACK.
 SY4251
 SY4251                          STATION RECOVERY (1963)
 SY4251
 SY4251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4251'RECOVERED.  LOCATED IN SEATTLE, ABOUT 250 FEET SOUTHWEST OF THE
 SY4251'JUNCTION OF HUDSON STREET AND EAST MARGINAL WAY.
 SY4251'
 SY4251'THE STATION IS AN ELEVATED, STEEL, WATER TANK, SUPPORTED BY A
 SY4251'SKELETON STEEL UNDER-STRUCTURE.  THE TANK HAS A CONICAL ROOF AND IT
 SY4251'IS PAINTED AN ALUMINUM COLOR.  IT IS NOW ON THE GROUNDS OF THE
 SY4251'BOEING COMPANY.
 SY4251
 SY4251                          STATION RECOVERY (1963)
 SY4251
 SY4251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY4251'THE STATION WAS RECOVERED.  IT IS NEAR THE INTERSECTION OF E.
 SY4251'MARGINAL WAY AND HUDSON STREET, A SMALL, FOUR-LEGGED TANK ABOUT 200
 SY4251'FEET SOUTHEAST OF THE STACK.
 SY4251
 SY4251                          STATION RECOVERY (1983)
 SY4251
 SY4251'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4251'TANK HAS BEEN REMOVED.  CEMENT FOOTINGS STILL EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2233 ***********************************************************************
 SC2233  DESIGNATION -  FORK
 SC2233  PID         -  SC2233
 SC2233  STATE/COUNTY-  WA/PACIFIC
 SC2233  USGS QUAD   -  OMAN RANCH (1984)
 SC2233
 SC2233                         *CURRENT SURVEY CONTROL
 SC2233  ___________________________________________________________________
 SC2233* NAD 83(1991)-  46 25 48.74294(N)    123 52 00.93261(W)     ADJUSTED  
 SC2233* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 SC2233  ___________________________________________________________________
 SC2233  LAPLACE CORR-          17.47  (seconds)                    DEFLEC99
 SC2233  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 SC2233
 SC2233  HORZ ORDER  -  THIRD
 SC2233
 SC2233.The horizontal coordinates were established by classical geodetic methods
 SC2233.and adjusted by the National Geodetic Survey in December 1991..
 SC2233
 SC2233.The orthometric height was scaled from a topographic map.
 SC2233
 SC2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2233
 SC2233.The geoid height was determined by GEOID03.
 SC2233
 SC2233;                    North         East     Units Scale Factor Converg.
 SC2233;SPC WA S     -   127,438.817   241,315.271   MT  0.99991824   -2 26 44.6
 SC2233;SPC WA S     -   418,105.52    791,715.18   sFT  0.99991824   -2 26 44.6
 SC2233;UTM  10      - 5,142,213.281   433,394.208   MT  0.99965453   -0 37 41.3
 SC2233
 SC2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2233!SPC WA S     -   1.00000348  x   0.99991824  =   0.99992172
 SC2233!UTM  10      -   1.00000348  x   0.99965453  =   0.99965801
 SC2233
 SC2233|---------------------------------------------------------------------|
 SC2233| PID    Reference Object                     Distance      Geod. Az  |
 SC2233|                                                           dddmmss.s |
 SC2233| SC0662 Q 62                                119.052 METERS 01814     |
 SC2233| CE3571 FORK RM 2                             8.180 METERS 07016     |
 SC2233| SC2328 BRID                                APPROX. 3.1 KM 2674633.4 |
 SC2233| CE3570 FORK RM 1                             8.650 METERS 32840     |
 SC2233|---------------------------------------------------------------------|
 SC2233
 SC2233                          SUPERSEDED SURVEY CONTROL
 SC2233
 SC2233  NAD 83(1991)-  46 25 48.74260(N)    123 52 00.93236(W) AD(       ) 3
 SC2233  NAD 83(1986)-  46 25 48.74569(N)    123 52 00.91276(W) AD(       ) 3
 SC2233  NAD 27      -  46 25 49.38061(N)    123 51 56.35384(W) AD(       ) 3
 SC2233
 SC2233.Superseded values are not recommended for survey control.
 SC2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2233.See file dsdata.txt to determine how the superseded data were derived.
 SC2233
 SC2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS3339442213(NAD 83)
 SC2233_MARKER: Z = SEE DESCRIPTION
 SC2233_SETTING: 0 = UNSPECIFIED SETTING
 SC2233
 SC2233  HISTORY     - Date     Condition        Report By
 SC2233  HISTORY     - 1939     MONUMENTED       CGS
 SC2233  HISTORY     - 1955     SEE DESCRIPTION  CGS
 SC2233
 SC2233                          STATION DESCRIPTION
 SC2233
 SC2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (WMS)
 SC2233'THIS STATION IS LOCATED ON THE N SHORE OF THE NASELLE RIVER 100
 SC2233'METERS S OF THE LARGE ROAD SIGN AT THE JUNCTION OF THE U.S. HIGHWAYS
 SC2233'101 AND 830.
 SC2233'
 SC2233'THE STATION IS ON A GRASSY, SWAMPY FLAT 15 METERS FROM THE N BANK
 SC2233'OF SLOUGH.
 SC2233'
 SC2233'THE STATION MARK IS A STANDARD DISK CEMENTED IN 5-FOOT LENGTH OF
 SC2233'4-INCH CAST-IRON SOIL PIPE DRIVEN 4 FEET IN THE GROUND.
 SC2233'
 SC2233'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN 2 1/2-FOOT
 SC2233'LENGTHS OF 4-INCH CAST-IRON SOIL PIPE DRIVEN 2 FEET IN THE GROUND.
 SC2233
 SC2233                          STATION RECOVERY (1955)
 SC2233
 SC2233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSH)
 SC2233'THIS STATION RECOVERED AS DESCRIBED.  THE REFERENCE MARKS ARE
 SC2233'GROWN-OVER BY SWAMP GRASS BUT WERE FOUND INTACT.  THIS LOW SWAMPY
 SC2233'FLAT IS AT TIMES INUNDATED FOR SHORT PERIODS DURING HIGH TIDES.
 SC2233'THE STATION MARK IS REFERENCED, IN AZIMUTH ONLY, TO STATION
 SC2233'NASELLE, 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1331 ***********************************************************************
 SW1331  DESIGNATION -  FORK PINE IS
 SW1331  PID         -  SW1331
 SW1331  STATE/COUNTY-  WA/FERRY
 SW1331  USGS QUAD   -  WHITESTONE ROCK (1989)
 SW1331
 SW1331                         *CURRENT SURVEY CONTROL
 SW1331  ___________________________________________________________________
 SW1331* NAD 83(1991)-  47 53 29.19464(N)    118 32 03.01010(W)     ADJUSTED  
 SW1331* NAVD 88     -                                                        
 SW1331  ___________________________________________________________________
 SW1331  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 SW1331  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SW1331
 SW1331  HORZ ORDER  -  THIRD
 SW1331
 SW1331.The horizontal coordinates were established by classical geodetic methods
 SW1331.and adjusted by the National Geodetic Survey in December 1991..
 SW1331
 SW1331
 SW1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1331
 SW1331.The geoid height was determined by GEOID03.
 SW1331
 SW1331;                    North         East     Units Scale Factor Converg.
 SW1331;SPC WA N     -   101,680.302   671,901.391   MT  0.99995003   +1 42 42.4
 SW1331;SPC WA N     -   333,596.12  2,204,396.48   sFT  0.99995003   +1 42 42.4
 SW1331;UTM  11      - 5,305,373.852   385,319.336   MT  0.99976161   -1 08 17.8
 SW1331
 SW1331                          SUPERSEDED SURVEY CONTROL
 SW1331
 SW1331  NAD 83(1986)-  47 53 29.20493(N)    118 32 03.00567(W) AD(       ) 4
 SW1331  NAD 27      -  47 53 29.64900(N)    118 31 58.99900(W) AD(       ) 3
 SW1331
 SW1331.Superseded values are not recommended for survey control.
 SW1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1331.See file dsdata.txt to determine how the superseded data were derived.
 SW1331
 SW1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLP8531905374(NAD 83)
 SW1331
 SW1331  HISTORY     - Date     Condition        Report By
 SW1331  HISTORY     - 1934     MONUMENTED       BOR
 SW1331  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1331
 SW1331                          STATION DESCRIPTION
 SW1331
 SW1331'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 SW1331'FLAG IN TREE.  LOCATED OPPOSITE WHITESTONE ROCK.  A LONE PINE
 SW1331'ALONG THE 1310 LINE.  STATION LIES IN NE 1/4 SEC. 33, T. 28
 SW1331'N., R. 34 E.
 SW1331
 SW1331                          STATION RECOVERY (1947)
 SW1331
 SW1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1331'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  THE
 SW1331'FLAG MENTIONED IN THE ORIGINAL DESCRIPTION BY THE U.S.B.R. WAS
 SW1331'GONE.  A MORE COMPLETE DESCRIPTION FOLLOWS--
 SW1331'
 SW1331'THIS INTERSECTION STATION IS A LONE PINE LOCATED IN NE 1/4
 SW1331'SEC. 33, T. 28 N., R. 34 E. WM.  THIS LONE PINE TREE IS OPPOSITE
 SW1331'WHITESTONE ROCK, ABOUT 1,900 METERS E OF LUNDSTROM RANCH HOUSE,
 SW1331'AND IS ON THE S SIDE OF AN INLET COVE.  THE LONE PINE IS ABOUT 90
 SW1331'METERS SSE OF A POINT OF LAND AND 27 METERS E OF THE LAKE BANK.
 SW1331'
 SW1331'NOTE--ALTHOUGH THIS STATION IS CLASSIFIED AS A THIRD-ORDER
 SW1331'STATION BY THE U.S.B.R., IT IS BELIEVED THAT IT SHOULD BE CLASSIFIED
 SW1331'AS A TOPOGRAPHIC STATION BECAUSE OF THE NATURE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0177 ***********************************************************************
 SD0177  DESIGNATION -  FORKS
 SD0177  PID         -  SD0177
 SD0177  STATE/COUNTY-  WA/CLALLAM
 SD0177  USGS QUAD   -  FORKS (1981)
 SD0177
 SD0177                         *CURRENT SURVEY CONTROL
 SD0177  ___________________________________________________________________
 SD0177* NAD 83(1986)-  47 56 11.     (N)    124 23 49.     (W)     SCALED    
 SD0177* NAVD 88     -        88.037  (meters)     288.83   (feet)  ADJUSTED  
 SD0177  ___________________________________________________________________
 SD0177  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 SD0177  DYNAMIC HT  -          88.053 (meters)     288.89  (feet)  COMP
 SD0177  MODELED GRAV-     980,797.5   (mgal)                       NAVD 88
 SD0177
 SD0177  VERT ORDER  -  FIRST     CLASS I
 SD0177
 SD0177.The horizontal coordinates were scaled from a topographic map and have
 SD0177.an estimated accuracy of +/- 6 seconds.
 SD0177
 SD0177.The orthometric height was determined by differential leveling
 SD0177.and adjusted by the National Geodetic Survey in June 1991..
 SD0177
 SD0177.The geoid height was determined by GEOID03.
 SD0177
 SD0177.The dynamic height is computed by dividing the NAVD 88
 SD0177.geopotential number by the normal gravity value computed on the
 SD0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0177.degrees latitude (g = 980.6199 gals.).
 SD0177
 SD0177.The modeled gravity was interpolated from observed gravity values.
 SD0177
 SD0177;                    North         East    Units  Estimated Accuracy
 SD0177;SPC WA N     -   110,270.      233,850.      MT  (+/- 180 meters Scaled)
 SD0177
 SD0177                          SUPERSEDED SURVEY CONTROL
 SD0177
 SD0177  NGVD 29 (??/??/92)   86.944  (m)          285.25   (f) ADJ UNCH    1 1
 SD0177
 SD0177.Superseded values are not recommended for survey control.
 SD0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0177.See file dsdata.txt to determine how the superseded data were derived.
 SD0177
 SD0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU956101(NAD 83)
 SD0177_MARKER: DS = TRIANGULATION STATION DISK
 SD0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SD0177_STAMPING: FORKS 1954
 SD0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0177+STABILITY: SURFACE MOTION
 SD0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0177+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1991
 SD0177
 SD0177  HISTORY     - Date     Condition        Report By
 SD0177  HISTORY     - 1954     MONUMENTED       CGS
 SD0177  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SD0177  HISTORY     - 1974     GOOD             NGS
 SD0177  HISTORY     - 19910225 GOOD
 SD0177
 SD0177                          STATION DESCRIPTION
 SD0177
 SD0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SD0177'THE STATION IS ABOUT 1.0 MILE (AIRLINE) SOUTH-SOUTHWEST OF FORKS,
 SD0177'AND ABOUT 0.4 MILE WEST OF THE BRIDGE OVER MILL CREEK, ON THE
 SD0177'FORKS AIRPORT, AT THE ENTRANCE TO THE AIRPORT.
 SD0177'
 SD0177'TO REACH THE STATION FROM THE POST OFFICE IN FORKS, GO SOUTH ON
 SD0177'U.S. HIGHWAY 101 FOR 1.2 MILES TO THE MAIN ENTRANCE TO THE AIRPORT
 SD0177'AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 SD0177'NORTHEAST, KEEPING TO THE RIGHT OF LANDING STRIPE RIGHT-OF-WAY
 SD0177'FOR 0.3 MILE TO THE AZIMUTH MARK.
 SD0177'
 SD0177'STATION MARKS ARE STANDARD DISKS, STAMPED FORKS 1954.  THE SURFACE
 SD0177'STATION MARK IS SET IN A 12-BY-12 INCH CONCRETE POST.  IT IS ABOUT
 SD0177'6 FEET EAST OF THE MAIN ENTRANCE AND 3 FEET INSIDE THE RIGHT-OF-WAY
 SD0177'FENCE.  MARK PROJECTS 2 INCHES.  A STANDARD WITNESS POST WAS SET
 SD0177'4 FEET NORTH OF THE STATION MARK.  THE UNDERGROUND STATION MARK
 SD0177'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 SD0177'SURFACE MARK.
 SD0177'
 SD0177'REFERENCE MARK 1, A STANDARD DISK SET IN A 12-BY-12 INCH CONCRETE
 SD0177'POST, AND STAMPED FORKS NO 1 1954, IS ON THE SOUTH SIDE OF
 SD0177'U.S. HIGHWAY 99 43.6 FEET FROM THE CENTER LINE, 25 FEET WEST OF
 SD0177'A BRIDGE OVER GRADER DITCH, AND 2 FEET NORTH OF A TELEPHONE
 SD0177'POLE.  THE MARK PROJECTS 6 INCHES.
 SD0177'
 SD0177'REFERENCE MARK 2, A STANDARD DISK SET IN A 12-BY-12 INCH CONCRETE
 SD0177'POST, AND STAMPED FORKS NO 2 1954, IS ON THE WEST SIDE OF THE MAIN
 SD0177'ENTRANCE TO AIRPORT, 28 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 SD0177'A SMALL BUILDING, AND 6 FEET WEST OF THE RIGHT-OF-WAY FENCE.  THE
 SD0177'MARK PROJECTS 4 INCHES ABOVE GROUND.
 SD0177'
 SD0177'AZIMUTH MARK, A STANDARD DISK SET IN AN 8-INCH ROUND CONCRETE
 SD0177'POST, AND STAMPED FORKS 1954, IS 54 FEET WEST OF THE RIGHT-OF-WAY
 SD0177'FENCE, AND AT THE NORTHEAST END OF THE LANDING STRIPE.  THE MARK
 SD0177'PROJECTS 12 INCHES ABOVE GROUND.  A STANDARD WITNESS POST WAS SET
 SD0177'3 FEET NORTHWEST OF THE AZIMUTH MARK.
 SD0177'
 SD0177'A TRAVERSE CONNECTION WAS MADE TO A U.S. COAST AND GEODETIC SURVEY
 SD0177'BENCH MARK, STAMPED Y 27 1933.  THE DISK IS SET IN AN 8-BY-8 INCH
 SD0177'CONCRETE WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS ON THE NORTH
 SD0177'SIDE OF U.S. HIGHWAY 101 26.6 FEET FROM THE CENTER LINE, AND 31
 SD0177'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A SMALL BUILDING WHICH
 SD0177'IS LOCATED AT THE MAIN ENTRANCE TO AIRPORT.
 SD0177'
 SD0177'NOTE--A 4 FT. STAND WAS USED.
 SD0177
 SD0177                          STATION RECOVERY (1974)
 SD0177
 SD0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG)
 SD0177'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SD0177'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR ON THIS DATE.
 SD0177'
 SD0177'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SD0177'1.0 MILE (AIRLINE) SOUTH-SOUTHWEST OF FORKS.
 SD0177
 SD0177                          STATION RECOVERY (1974)
 SD0177
 SD0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SD0177'1.25 MI S FROM FORKS.
 SD0177'ABOUT 1.25 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 SD0177'DIVISION STREET AT FORKS, AT THE ENTRANCE TO FORKS AIRPORT, 53 FEET
 SD0177'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20 1/2 FEET NORTHEAST OF
 SD0177'THE CENTER LINE OF ENTRANCE ROAD TO AIRPORT, 63.9 FEET NORTHEAST OF
 SD0177'THE NORTHEAST CORNER OF A BUILDING, 29 FEET SOUTH OF A POWER LINE POLE
 SD0177'SUPPORTING TWO ELECTRIC METERS, 2 FEET NORTHWEST OF A FENCE POST,
 SD0177'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SD0177'CONCRETE POST PROJECTING 0.1 FOOT.  SECTION 16, T 28N, R 13W.
 SD0177
 SD0177                          STATION RECOVERY (1991)
 SD0177
 SD0177'RECOVERED 1991
 SD0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1008 ***********************************************************************
 SB1008  DESIGNATION -  FORKS
 SB1008  PID         -  SB1008
 SB1008  STATE/COUNTY-  WA/YAKIMA
 SB1008  USGS QUAD   -  WINDY POINT (1970)
 SB1008
 SB1008                         *CURRENT SURVEY CONTROL
 SB1008  ___________________________________________________________________
 SB1008* NAD 83(1991)-  46 15 42.54792(N)    121 15 28.00317(W)     ADJUSTED  
 SB1008* NAVD 88     -       924.2    (meters)    3032.     (feet)  VERTCON   
 SB1008  ___________________________________________________________________
 SB1008  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 SB1008  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SB1008
 SB1008  HORZ ORDER  -  SECOND
 SB1008
 SB1008.The horizontal coordinates were established by classical geodetic methods
 SB1008.and adjusted by the National Geodetic Survey in December 1991..
 SB1008
 SB1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1008
 SB1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1008
 SB1008.The geoid height was determined by GEOID03.
 SB1008
 SB1008;                    North         East     Units Scale Factor Converg.
 SB1008;SPC WA S     -   103,481.299   441,582.410   MT  0.99993043   -0 33 01.6
 SB1008;SPC WA S     -   339,504.90  1,448,758.29   sFT  0.99993043   -0 33 01.6
 SB1008;UTM  10      - 5,124,613.139   634,265.639   MT  0.99982160   +1 15 32.2
 SB1008
 SB1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1008!SPC WA S     -   0.99985823  x   0.99993043  =   0.99978867
 SB1008!UTM  10      -   0.99985823  x   0.99982160  =   0.99967986
 SB1008
 SB1008|---------------------------------------------------------------------|
 SB1008| PID    Reference Object                     Distance      Geod. Az  |
 SB1008|                                                           dddmmss.s |
 SB1008| CF3507 FORKS RM 1                           14.964 METERS 03120     |
 SB1008| SB0983 CASTILE                             APPROX. 2.5 KM 0681130.7 |
 SB1008| CF3508 FORKS RM 2                           11.078 METERS 14700     |
 SB1008|---------------------------------------------------------------------|
 SB1008
 SB1008                          SUPERSEDED SURVEY CONTROL
 SB1008
 SB1008  NAD 83(1991)-  46 15 42.55119(N)    121 15 28.00436(W) AD(       ) 2
 SB1008  NAD 83(1986)-  46 15 42.56323(N)    121 15 27.99121(W) AD(       ) 2
 SB1008  NAD 27      -  46 15 43.12500(N)    121 15 23.72200(W) AD(       ) 2
 SB1008  NGVD 29 (07/19/86)  923.0    (m)         3028.     (f) VERT ANG       
 SB1008
 SB1008.Superseded values are not recommended for survey control.
 SB1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1008.See file dsdata.txt to determine how the superseded data were derived.
 SB1008
 SB1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS3426624613(NAD 83)
 SB1008_MARKER: DS = TRIANGULATION STATION DISK
 SB1008_SETTING: 80 = SET IN A BOULDER
 SB1008_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SB1008
 SB1008  HISTORY     - Date     Condition        Report By
 SB1008  HISTORY     - 1947     MONUMENTED       CGS
 SB1008
 SB1008                          STATION DESCRIPTION
 SB1008
 SB1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SB1008'THE STATION IS LOCATED IN THE YAKIMA INDIAN RESERVATION, ABOUT
 SB1008'16-1/2 MILES AIRLINE NORTH OF GLENWOOD, BETWEEN THE FORKS OF FISH
 SB1008'LAKE STREAM WEST FORK AND THE KLICKITAT RIVER, 0.75 MILE BY ROAD
 SB1008'EAST OF THE WEST FORK BRIDGE, AND IS ABOUT 250 YARDS WEST AND
 SB1008'ABOVE THE ROAD.
 SB1008'
 SB1008'TO REACH THE STATION FROM THE SIGNAL PEAK GUARD STATION GO
 SB1008'WESTERLY DOWN GRADE AND CROSSING THE KLICKITAT RIVER FOR 10.0
 SB1008'MILES TO A FORK AND SIGNS GLENWOOD, SIGNAL PK,
 SB1008'CLEARWATER-MIDWAY.  TAKE RIGHT FORK AS PER SIGN CLEARWATER-MIDWAY
 SB1008'FOR 3.2 MILES TO A FORK JUST AFTER CROSSING A BRIDGE.  KEEP RIGHT
 SB1008'FORK STRAIGHT AHEAD AS PER SIGN CASTILE CROSSING FOR 0.75 MILE
 SB1008'TO A BLAZED TREE ON THE RIGHT AND THE STATION ON THE LEFT ABOUT
 SB1008'250 YARDS ABOVE AND WEST OF THE ROAD.
 SB1008'
 SB1008'THE MARK IS A STANDARD BRONZE DISK SET IN A BURIED BOULDER
 SB1008'PROJECTING ABOUT 6 INCHES ON THE EAST SLOPE OF THE HILL, 18.5
 SB1008'METERS NNE OF A SMALL BLAZED TREE.  IT IS STAMPED FORKS 1947.
 SB1008'
 SB1008'REFERENCE MARK NO 1 IS A STANDARD BRONZE REFERENCE DISK SET IN
 SB1008'A LARGE BOULDER PROJECTING ABOUT 2-1/2 FEET, AND ABOUT 3-1/2 FEET
 SB1008'HIGHER THAN THE STATION.  IT IS STAMPED FORKS NO 1 1947.
 SB1008'
 SB1008'REFERENCE MARK NO 2 IS A STANDARD BRONZE REFERENCE DISK SET IN
 SB1008'BEDROCK ABOUT 10 FEET LOWER THAN THE STATION.  IT IS STAMPED FORKS
 SB1008'NO 2 1947.
 SB1008'
 SB1008'SUB STATION, PHOTO NO 68 V 27 IS A LONE, SMALL, BLAZED PINE TREE
 SB1008'MARKED WITH A FLAG.  IT IS 0.930 METERS LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0880 ***********************************************************************
 SD0880  FBN         -  This is a Federal Base Network Control Station.
 SD0880  DESIGNATION -  FORKS RESET
 SD0880  PID         -  SD0880
 SD0880  STATE/COUNTY-  WA/CLALLAM
 SD0880  USGS QUAD   -  FORKS (1981)
 SD0880
 SD0880                         *CURRENT SURVEY CONTROL
 SD0880  ___________________________________________________________________
 SD0880* NAD 83(1998)-  47 56 12.18788(N)    124 23 44.17289(W)     ADJUSTED  
 SD0880* NAVD 88     -        87.95   (meters)     288.5    (feet)  N HEIGHT  
 SD0880  ___________________________________________________________________
 SD0880  X           -  -2,418,345.833 (meters)                     COMP
 SD0880  Y           -  -3,532,486.440 (meters)                     COMP
 SD0880  Z           -   4,712,213.755 (meters)                     COMP
 SD0880  LAPLACE CORR-          10.87  (seconds)                    DEFLEC99
 SD0880  ELLIP HEIGHT-          65.27  (meters)          (03/21/00) GPS OBS
 SD0880  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 SD0880  DYNAMIC HT  -          87.96  (meters)     288.6   (feet)  COMP
 SD0880  MODELED GRAV-     980,797.3   (mgal)                       NAVD 88
 SD0880
 SD0880  HORZ ORDER  -  A
 SD0880  VERT ORDER  -  THIRD
 SD0880  ELLP ORDER  -  THIRD     CLASS II
 SD0880
 SD0880.The horizontal coordinates were established by GPS observations
 SD0880.and adjusted by the National Geodetic Survey in March 2000..
 SD0880.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SD0880.DATUM ITEM on the data sheet items page.
 SD0880
 SD0880.The orthometric height was determined by differential leveling
 SD0880.and adjusted by the National Geodetic Survey in October 1996..
 SD0880.WARNING-GPS observations at this control monument resulted in a GPS
 SD0880.derived orthometric height which differed from the leveled height by
 SD0880.more than one decimeter (0.1 meter).
 SD0880
 SD0880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SD0880
 SD0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0880
 SD0880.The ellipsoidal height was determined by GPS observations
 SD0880.and is referenced to NAD 83.
 SD0880
 SD0880.The geoid height was determined by GEOID03.
 SD0880
 SD0880.The dynamic height is computed by dividing the NAVD 88
 SD0880.geopotential number by the normal gravity value computed on the
 SD0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0880.degrees latitude (g = 980.6199 gals.).
 SD0880
 SD0880.The modeled gravity was interpolated from observed gravity values.
 SD0880
 SD0880;                    North         East     Units Scale Factor Converg.
 SD0880;SPC WA N     -   110,304.919   233,948.465   MT  0.99994723   -2 39 07.9
 SD0880;SPC WA N     -   361,892.06    767,545.92   sFT  0.99994723   -2 39 07.9
 SD0880;UTM  10      - 5,310,209.351   395,768.039   MT  0.99973350   -1 02 10.3
 SD0880
 SD0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0880!SPC WA N     -   0.99998977  x   0.99994723  =   0.99993700
 SD0880!UTM  10      -   0.99998977  x   0.99973350  =   0.99972327
 SD0880
 SD0880:                Primary Azimuth Mark                     Grid Az
 SD0880:SPC WA N     -  FORKS AZ MK                              051 27 26.1
 SD0880:UTM  10      -  FORKS AZ MK                              049 50 28.5
 SD0880
 SD0880|---------------------------------------------------------------------|
 SD0880| PID    Reference Object                     Distance      Geod. Az  |
 SD0880|                                                           dddmmss.s |
 SD0880| DD9697 FORKS AZ MK                                        0484818.2 |
 SD0880| SD0176 FORKS RM 1                           29.406 METERS 14918     |
 SD0880| SD0179 Y 27                                 16.970 METERS 21630     |
 SD0880| SD0178 FORKS RM 2                           10.947 METERS 24901     |
 SD0880|---------------------------------------------------------------------|
 SD0880
 SD0880                          SUPERSEDED SURVEY CONTROL
 SD0880
 SD0880  NAD 83(1991)-  47 56 12.18434(N)    124 23 44.17650(W) AD(       ) B
 SD0880  ELLIP H (05/29/91)   65.46   (m)                       GP(       ) 4 1
 SD0880  NAD 83(1986)-  47 56 12.16788(N)    124 23 44.19111(W) AD(       ) 2
 SD0880  NAD 27      -  47 56 12.88400(N)    124 23 39.44400(W) AD(       ) 2
 SD0880  NAVD 88 (03/25/96)   87.94   (m)          288.5    (f) LEVELING    3  
 SD0880  NGVD 29 (??/??/??)   86.85   (m)          284.9    (f) N HEIGHT    3  
 SD0880
 SD0880.Superseded values are not recommended for survey control.
 SD0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0880.See file dsdata.txt to determine how the superseded data were derived.
 SD0880
 SD0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU9576810209(NAD 83)
 SD0880_MARKER: DH = HORIZONTAL CONTROL DISK
 SD0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0880_SP_SET: CONCRETE POST
 SD0880_STAMPING: FORKS 1954 1989
 SD0880_MARK LOGO: NGS   
 SD0880_MAGNETIC: N = NO MAGNETIC MATERIAL
 SD0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0880+STABILITY: SURFACE MOTION
 SD0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0880+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1998
 SD0880
 SD0880  HISTORY     - Date     Condition        Report By
 SD0880  HISTORY     - 1990     MONUMENTED       NGS
 SD0880  HISTORY     - 19900109 GOOD             NGS
 SD0880  HISTORY     - 19920831 GOOD             NGS
 SD0880  HISTORY     - 19950824 GOOD             NGS
 SD0880  HISTORY     - 19980618 GOOD             WADT
 SD0880
 SD0880                          STATION DESCRIPTION
 SD0880
 SD0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SD0880'THE STATION IS LOCATED ABOUT 48.3 KM (30.0 MI) SOUTH OF NEAH BAY, 48.3
 SD0880'KM (30.0 MI) NORTH OF QUEETS, 19.3 KM (12.0 MI) EAST OF LA PUSH, AT
 SD0880'THE FORKS AIRPORT IN SECTION 16, T28N, R13W.  THE UNDERGROUND MARK
 SD0880'WAS RECOVERED AND A NEW SURFACE DISK SET.
 SD0880'TO REACH FROM THE CAUTION LIGHT AT THE JUNCTION OF US HIGHWAY 101 AND
 SD0880'DIVISION STREET IN FORKS, GO SOUTH ON US HIGHWAY 101 FOR 2.09 KM
 SD0880'(1.30 MI) TO THE ENTRANCE TO THE FORKS AIRPORT AND THE STATION ON THE
 SD0880'RIGHT.
 SD0880'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 SD0880'WITH THE GROUND SURFACE.  IT IS 16.0 M (52.5 FT) SOUTHWEST OF THE
 SD0880'CENTER OF US HIGHWAY 101, 14.4 M (47.2 FT) NORTH OF A POWER LINE POLE
 SD0880'NUMBERED 160761, 6.8 M (22.3 FT) SOUTHWEST OF A FENCE, 1.5 M
 SD0880'(4.9 FT) NORTH OF A BLUE AND RED AIRPORT MARKER AND 0.6 M (2.0 FT)
 SD0880'EAST OF A WITNESS POST.
 SD0880
 SD0880                          STATION RECOVERY (1992)
 SD0880
 SD0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 SD0880'STATION IS LOCATED ABOUT 2 KM (1.2 MI) SOUTH OF FORKS, NEAR THE
 SD0880'ENTRANCE TO THE FORKS AIRPORT, BETWEEN THE HIGHWAY AND A PAVED APRON.
 SD0880'OWNERSHIP--TOWN OF FORKS.
 SD0880'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 101 AND DIVISION STREET IN
 SD0880'FORKS (AT THE STOP LIGHT), GO SOUTH ON HIGHWAY 101 FOR 1.99 KM
 SD0880'(1.24 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, THEN
 SD0880'RIGHT AGAIN, PASSING THROUGH A GATE, ONTO A TRACK ROAD PARALLELING
 SD0880'THE PERIMETER FENCE FOR 22 M (72.2 FT) TO THE STATION ON THE LEFT.
 SD0880'STATION MARK IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST FLUSH
 SD0880'WITH THE GROUND, IN GRAVEL BETWEEN THE TRACK ROAD AND THE APRON.  IT
 SD0880'IS 6.9 M (22.6 FT) NORTHWEST OF A FIBERGLASS WITNESS POST IN THE
 SD0880'PERIMETER FENCE, 4.0 M (13.1 FT) NORTHWEST OF THE ROAD CENTER, 0.8
 SD0880'M (2.6 FT) SOUTHEAST OF THE APRON EDGE, 14.5 M (47.6 FT)
 SD0880'EAST-NORTHEAST OF UTILITY POLE 160761, 10.9 M (35.8 FT)
 SD0880'WEST-SOUTHWEST OF A TIEDOWN, AND 20.2 M (66.3 FT) NORTHEAST OF
 SD0880'THE APRON CORNER.
 SD0880
 SD0880                          STATION RECOVERY (1995)
 SD0880
 SD0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (MLA)
 SD0880'RECOVERED AS DESCRIBED BY M.L.  ASLAKSEN JR.
 SD0880
 SD0880                          STATION RECOVERY (1998)
 SD0880
 SD0880'RECOVERY NOTE BY WA DEPT OF TRANSP 1998 (KMI)
 SD0880'TO REACH THE STATION FROM THE INTERSECTION OF SR 101 AND DIVISION ST,
 SD0880'DOWNTOWN FORKS, GO SOUTH 1.3 MI (2.1 KM) ON SR 101 TO THE ENTRANCE OF
 SD0880'THE FORKS AIRPORT AND MARK ON RIGHT.  IT IS AN NGS BRASS DISK SET INTO
 SD0880'A ROUND CONCRETE MONUMENT, 16.2 M (53.1 FT) NW OF THE CENTERLINE OF SR
 SD0880'101, 6.9 M (22.6 FT) NW OF A R/W FENCE AND WITNESS POST, 0.7 M (2.3
 SD0880'FT) SE OF THE EDGE OF AIRPORT PAVEMENT, 20.1 M (65.9 FT) NE OF THE SE
 SD0880'CORNER OF AIRPORT PAVING, 14.3 M (46.9 FT) NNE OF A POWERPOLE WITH
 SD0880'TRANSFORMER, 23.2 M (76.1 FT) NNE OF THE R/W FENCE CORNER LEADING INTO
 SD0880'AIRPORT AND LEVEL WITH THE GROUND SURFACE.  NOTE PRIOR RECOVERY LISTED
 SD0880'STAMPING AS 1954 1990, BUT NOW CORRECTED TO 1954 1989.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0176 ***********************************************************************
 SD0176  DESIGNATION -  FORKS RM 1
 SD0176  PID         -  SD0176
 SD0176  STATE/COUNTY-  WA/CLALLAM
 SD0176  USGS QUAD   -  FORKS (1981)
 SD0176
 SD0176                         *CURRENT SURVEY CONTROL
 SD0176  ___________________________________________________________________
 SD0176* NAD 83(1986)-  47 56 11.     (N)    124 23 45.     (W)     SCALED    
 SD0176* NAVD 88     -        88.535  (meters)     290.47   (feet)  ADJUSTED  
 SD0176  ___________________________________________________________________
 SD0176  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 SD0176  DYNAMIC HT  -          88.552 (meters)     290.52  (feet)  COMP
 SD0176  MODELED GRAV-     980,797.3   (mgal)                       NAVD 88
 SD0176
 SD0176  VERT ORDER  -  FIRST     CLASS I
 SD0176
 SD0176.The horizontal coordinates were scaled from a topographic map and have
 SD0176.an estimated accuracy of +/- 6 seconds.
 SD0176
 SD0176.The orthometric height was determined by differential leveling
 SD0176.and adjusted by the National Geodetic Survey in June 1991..
 SD0176
 SD0176.The geoid height was determined by GEOID03.
 SD0176
 SD0176.The dynamic height is computed by dividing the NAVD 88
 SD0176.geopotential number by the normal gravity value computed on the
 SD0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SD0176.degrees latitude (g = 980.6199 gals.).
 SD0176
 SD0176.The modeled gravity was interpolated from observed gravity values.
 SD0176
 SD0176;                    North         East    Units  Estimated Accuracy
 SD0176;SPC WA N     -   110,270.      233,930.      MT  (+/- 180 meters Scaled)
 SD0176
 SD0176                          SUPERSEDED SURVEY CONTROL
 SD0176
 SD0176  NGVD 29 (??/??/92)   87.443  (m)          286.89   (f) ADJ UNCH    1 1
 SD0176
 SD0176.Superseded values are not recommended for survey control.
 SD0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0176.See file dsdata.txt to determine how the superseded data were derived.
 SD0176
 SD0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCU957101(NAD 83)
 SD0176_MARKER: DR = REFERENCE MARK DISK
 SD0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SD0176_SP_SET: CONCRETE POST
 SD0176_STAMPING: FORKS NO 1 1954
 SD0176_MARK LOGO: CGS   
 SD0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SD0176+STABILITY: SURFACE MOTION
 SD0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SD0176+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1990
 SD0176
 SD0176  HISTORY     - Date     Condition        Report By
 SD0176  HISTORY     - 1954     MONUMENTED       CGS
 SD0176  HISTORY     - 1974     GOOD             NGS
 SD0176  HISTORY     - 19900109 GOOD             NGS
 SD0176
 SD0176                          STATION DESCRIPTION
 SD0176
 SD0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SD0176'1.25 MI S FROM FORKS.
 SD0176'ABOUT 1.25 MILES SOUTH ALONG U. S. HIGHWAY 101 FROM THE JUNCTION OF
 SD0176'DIVISION STREET AT FORKS, AT THE ENTRANCE TO FORKS AIRPORT, 43 1/2
 SD0176'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTHEAST OF
 SD0176'THE EXTENDED CENTER LINE OF ENTRANCE ROAD TO AIRPORT, 35 FEET
 SD0176'SOUTHWEST OF THE CENTER LINE OF A GRAVELED DRIVE TO WOODEN BUILDING,
 SD0176'75.1 FEET WEST-NORTHWEST OF THE WEST CORNER OF U. S. COAST GUARD
 SD0176'BUILDING, 20.9 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE SOUTHWEST END
 SD0176'OF A 36-INCH PIPE CULVERT, 96.5 FEET SOUTHEAST OF AND ACROSS THE
 SD0176'HIGHWAY FROM THE STATION MARK, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 SD0176'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.  SECTION 16, T 28N, R
 SD0176'13W.
 SD0176
 SD0176                          STATION RECOVERY (1990)
 SD0176
 SD0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SD0176'THE STATION IS LOCATED ABOUT 48.3 KM (30.0 MI) SOUTH OF NEAHA BAY,
 SD0176'48.3 KM (30.0 MI) NORTH OF QUEETS, 19.3 KM (12.0 MI) EAST OF LA PUSH,
 SD0176'AT THE FORKS AIRPORT IN SECTION 16, T28N, R31W.  THE UNDERGROUND MARK
 SD0176'WAS RECOVERED AT THIS DATE AND A NEW SURFACE MARK SET.
 SD0176'TO REACH FROM THE CAUTION LIGHT AT THE JUNCTION OF US HIGHWAY 101 AND
 SD0176'DIVISION STREET IN FORKS, GO SOUTH ON US HIGHWAY 101 FOR 2.09 KM
 SD0176'(1.30 MI) TO THE ENTRANCE TO THE FORKS AIRPORT AND THE STATION ON THE
 SD0176'RIGHT.
 SD0176'THE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 SD0176'10 CM (4 INCHES) ABOVE THE GROUND SURFACE.  IT IS 29.41 M (96.49 FT)
 SD0176'SOUTHEAST OF STATION FORKS 1954 1990, 13.1 M (43.0 FT) SOUTHEAST OF
 SD0176'THE CEBNTER OF US HIGHWAY 101 AND 0.3 M (1.0 FT) NORTHWEST OF A
 SD0176'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2026 ***********************************************************************
 SA2026  DESIGNATION -  FORM
 SA2026  PID         -  SA2026
 SA2026  STATE/COUNTY-  WA/WALLA WALLA
 SA2026  USGS QUAD   -  HUMORIST (1992)
 SA2026
 SA2026                         *CURRENT SURVEY CONTROL
 SA2026  ___________________________________________________________________
 SA2026* NAD 83(1991)-  46 07 46.39667(N)    118 57 46.20866(W)     ADJUSTED  
 SA2026* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 SA2026  ___________________________________________________________________
 SA2026  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 SA2026  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SA2026
 SA2026  HORZ ORDER  -  SECOND
 SA2026
 SA2026.The horizontal coordinates were established by classical geodetic methods
 SA2026.and adjusted by the National Geodetic Survey in December 1991..
 SA2026
 SA2026.The orthometric height was scaled from a topographic map.
 SA2026
 SA2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2026
 SA2026.The geoid height was determined by GEOID03.
 SA2026
 SA2026;                    North         East     Units Scale Factor Converg.
 SA2026;SPC WA S     -    89,657.205   618,781.669   MT  0.99994601   +1 06 59.7
 SA2026;SPC WA S     -   294,150.35  2,030,119.53   sFT  0.99994601   +1 06 59.7
 SA2026;UTM  11      - 5,110,314.825   348,369.330   MT  0.99988264   -1 24 55.1
 SA2026
 SA2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2026!SPC WA S     -   0.99998788  x   0.99994601  =   0.99993389
 SA2026!UTM  11      -   0.99998788  x   0.99988264  =   0.99987052
 SA2026
 SA2026                          SUPERSEDED SURVEY CONTROL
 SA2026
 SA2026  NAD 83(1991)-  46 07 46.39696(N)    118 57 46.20834(W) AD(       ) 2
 SA2026  NAD 83(1986)-  46 07 46.40348(N)    118 57 46.20106(W) AD(       ) 2
 SA2026  NAD 27      -  46 07 46.91400(N)    118 57 42.18600(W) AD(       ) 2
 SA2026
 SA2026.Superseded values are not recommended for survey control.
 SA2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2026.See file dsdata.txt to determine how the superseded data were derived.
 SA2026
 SA2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4836910315(NAD 83)
 SA2026_MARK LOGO: CGS   
 SA2026
 SA2026  HISTORY     - Date     Condition        Report By
 SA2026  HISTORY     - 1942     MONUMENTED       CGS
 SA2026  HISTORY     - 1957     MARK NOT FOUND   CGS
 SA2026
 SA2026                          STATION DESCRIPTION
 SA2026
 SA2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (ANS)
 SA2026'THIS INTERSECTION STATION IS ABOUT 8.5 MILES, AIR LINE, SE OF PASCO,
 SA2026'ABOUT 1.0 MILE W OF THE TOWN OF TWO RIVERS, ON THE E BANK OF THE
 SA2026'COLUMBIA RIVER.
 SA2026'
 SA2026'STATION MARK IS A 1 1/2-INCH IRON PIPE SET IN AN 8-INCH TRIANGULAR
 SA2026'CONCRETE MONUMENT.  NO OTHER MARKS ESTABLISHED.
 SA2026'
 SA2026'TO REACH STATION FROM STOP LIGHT IN PASCO, GO SE ON U.S. HIGHWAY
 SA2026'410, 10.3 MILES TO CROSSROADS AND SIGN COLUMBIA SCHOOL, ON
 SA2026'LEFT.  TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD, CROSSING 2
 SA2026'RAILROAD TRACKS, FOR 1.0 MILE TO 3 FORKS.  TAKE EXTREME LEFT-HAND
 SA2026'FORK AND GO 0.4 MILE TO A T-ROAD.  TURN RIGHT AND GO 0.1 MILE TO
 SA2026'FORKS.  TAKE LEFT FORK AND GO 0.1 MILE TO STATION WHICH IS ABOUT
 SA2026'60 FEET E OF CENTER OF ROAD.
 SA2026
 SA2026                          STATION RECOVERY (1957)
 SA2026
 SA2026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA2026'LOST.  THIS STATION WAS SEARCHED FOR AND NOT FOUND.  IT IS BELIEVED
 SA2026'THAT IT HAS BEEN FLOODED BY THE WATERS IMPOUNDED BY THE MC NARY DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4404 ***********************************************************************
 SY4404  DESIGNATION -  FORREST
 SY4404  PID         -  SY4404
 SY4404  STATE/COUNTY-  WA/KING
 SY4404  USGS QUAD   -  POVERTY BAY (1994)
 SY4404
 SY4404                         *CURRENT SURVEY CONTROL
 SY4404  ___________________________________________________________________
 SY4404* NAD 83(1991)-  47 34 39.92834(N)    122 19 03.45550(W)     ADJUSTED  
 SY4404* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 SY4404  ___________________________________________________________________
 SY4404  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 SY4404  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 SY4404
 SY4404  HORZ ORDER  -  THIRD
 SY4404
 SY4404.The horizontal coordinates were established by classical geodetic methods
 SY4404.and adjusted by the National Geodetic Survey in December 1991..
 SY4404
 SY4404.The orthometric height was scaled from a topographic map.
 SY4404
 SY4404.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4404
 SY4404.The geoid height was determined by GEOID03.
 SY4404
 SY4404;                    North         East     Units Scale Factor Converg.
 SY4404;SPC WA N     -    65,313.141   388,341.722   MT  0.99998640   -1 06 18.3
 SY4404;SPC WA N     -   214,281.53  1,274,084.47   sFT  0.99998640   -1 06 18.3
 SY4404;UTM  10      - 5,269,597.080   551,315.851   MT  0.99963236   +0 30 13.4
 SY4404
 SY4404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4404!SPC WA N     -   0.99999209  x   0.99998640  =   0.99997849
 SY4404!UTM  10      -   0.99999209  x   0.99963236  =   0.99962445
 SY4404
 SY4404|---------------------------------------------------------------------|
 SY4404| PID    Reference Object                     Distance      Geod. Az  |
 SY4404|                                                           dddmmss.s |
 SY4404| CF6640 FORREST RM 1                         24.634 METERS 02716     |
 SY4404| CF6641 FORREST RM 2                         18.818 METERS 13250     |
 SY4404| SY4653 W SEATTLE HOLY ROSARY CHURCH CROSS  APPROX. 5.3 KM 2544600.3 |
 SY4404| SY4317 SEATTLE RAD STA KAYO TWR            APPROX. 0.9 KM 2604411.2 |
 SY4404| SY4581 DUWAMISH LIGHT                      APPROX. 5.8 KM 2934243.0 |
 SY4404| SY4272 KXA RADIO TOWER                     APPROX. 2.3 KM 3093858.5 |
 SY4404| SY4294 SEATTLE FEDERAL COURTHOUSE TALL VEN APPROX. 3.4 KM 3423143.0 |
 SY4404|---------------------------------------------------------------------|
 SY4404
 SY4404                          SUPERSEDED SURVEY CONTROL
 SY4404
 SY4404  NAD 83(1986)-  47 34 39.92232(N)    122 19 03.46179(W) AD(       ) 3
 SY4404  NAD 27      -  47 34 40.56700(N)    122 18 59.01400(W) AD(       ) 3
 SY4404
 SY4404.Superseded values are not recommended for survey control.
 SY4404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4404.See file dsdata.txt to determine how the superseded data were derived.
 SY4404
 SY4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5131669597(NAD 83)
 SY4404_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4404
 SY4404  HISTORY     - Date     Condition        Report By
 SY4404  HISTORY     - 1940     MONUMENTED       CGS
 SY4404  HISTORY     - 1943     SEE DESCRIPTION  CGS
 SY4404  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SY4404
 SY4404                          STATION DESCRIPTION
 SY4404
 SY4404'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (FHH)
 SY4404'THE STATION IS ON THE W BLUFF OF THE RIDGE ABOUT 0.4 MILE NE OF
 SY4404'THE INTERSECTION OF FOURTH AVENUE SOUTH AND SPOKANE STREET, AND
 SY4404'ABOUT 1.5 MILES S OF THE METROPOLITAN DISTRICT OF SEATTLE, ON THE
 SY4404'EDGE OF THE BLUFF AT THE W END OF FORREST STREET AND APPROXIMATELY
 SY4404'IN THE CENTER LINE OF THE STREET.
 SY4404'
 SY4404'FROM THE MARINE HOSPITAL GO S ON FOURTEENTH AVENUE SOUTH 0.9
 SY4404'MILE TO FORREST STREET.  TURN RIGHT (W) AND GO TWO BLOCKS TO THE
 SY4404'END OF THE STREET AT THE BLUFF AND THE STATION.
 SY4404'
 SY4404'REFERENCE MARKS ARE KING COUNTY DISKS SET IN PRECAST CONCRETE
 SY4404'MONUMENTS, NOTE 11A.  REFERENCE MARK 1 IS TO THE S OF THE STATION
 SY4404'ON THE W SIDE OF TWELFTH AVENUE SOUTH.  REFERENCE MARK 2 IS TO
 SY4404'THE N OF THE STATION ON THE W SIDE OF TWELFTH AVENUE SOUTH.
 SY4404'
 SY4404'STATION AND UNDERGROUND MARKS ARE ACCORDING TO NOTES 1A AND 7A.
 SY4404
 SY4404                          STATION RECOVERY (1943)
 SY4404
 SY4404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FHH)
 SY4404'STATION IS NEAR THE CENTER LINE OF FORREST STREET, 12 PACES W OF
 SY4404'THE LINE OF THE W EDGE OF THE SIDEWALK ON W SIDE OF TWELFTH AVENUE
 SY4404'SOUTH, AND 3 PACES BACK FROM THE TOP OF THE BLUFF.
 SY4404'
 SY4404'REFERENCE MARK 1 WAS NOT FOUND.
 SY4404'
 SY4404'REFERENCE MARK 2 IS A KING COUNTY DISK SET IN A SMALL CONCRETE
 SY4404'MONUMENT FLUSH WITH THE GROUND, STAMPED FORREST R.M. 2 1940.  IT
 SY4404'IS AT THE SW CORNER OF A STREET INTERSECTION, IN THE PARKING
 SY4404'STRIP, 1-1/2 FEET S AND 1-1/2 FEET E OF THE PRESENT NE CORNER OF
 SY4404'CONCRETE SIDEWALK.
 SY4404'
 SY4404'STREET IMPROVEMENTS ARE INCOMPLETE AND CONCRETE WORK WILL
 SY4404'PROBABLY BE EXTENDED.
 SY4404
 SY4404                          STATION RECOVERY (1951)
 SY4404
 SY4404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JS)
 SY4404'A STANDARD DISK SET IN A CONCRETE POST SLIGHTLY BELOW PRESENT
 SY4404'GROUND LEVEL.  IT IS 2 FEET N OF THE CENTERLINE OF FORREST STREET
 SY4404'EXTENDED, ABOUT 10 FEET E FROM THE EDGE OF THE BLUFF, ON THE W
 SY4404'SIDE OF TWELFTH AVENUE S., 66.7 FEET W OF THE CENTER OF A CIRCULAR
 SY4404'CAST-IRON MONUMENT BOX AT THE INTERSECTION OF THE STREETS, 48.3
 SY4404'FEET SW OF THE CORNER OF THE CONCRETE SIDEWALK, 61.74 FEET NW
 SY4404'OF R.M. 2.
 SY4404'
 SY4404'R.M. 2 IS A KING COUNTY DISK SET IN A PRECAST CONCRETE POST 4
 SY4404'INCHES SQUARE PLACED IN THE PARKING STRIP 1-1/2 FEET S AND 1-1/2
 SY4404'FEET E OF THE CORNER FORMED BY THE OLD SIDEWALK.
 SY4404'
 SY4404'SOME STREET IMPROVEMENTS HAVE RECENTLY BEEN MADE.  THE STATION
 SY4404'MARK IS 2-1/2 FEET LOWER THAN THE SIDEWALK AND MAY SUBSEQUENTLY
 SY4404'BE COVERED BY ADDITIONAL FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2305 ***********************************************************************
 SC2305  DESIGNATION -  FORT
 SC2305  PID         -  SC2305
 SC2305  STATE/COUNTY-  WA/PACIFIC
 SC2305  USGS QUAD   -  CHINOOK (1984)
 SC2305
 SC2305                         *CURRENT SURVEY CONTROL
 SC2305  ___________________________________________________________________
 SC2305* NAD 83(1991)-  46 15 08.03467(N)    123 55 28.14016(W)     ADJUSTED  
 SC2305* NAVD 88     -         5.71   (+/-2cm)      18.7    (feet)  VERTCON   
 SC2305  ___________________________________________________________________
 SC2305  LAPLACE CORR-          17.79  (seconds)                    DEFLEC99
 SC2305  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SC2305
 SC2305  HORZ ORDER  -  FIRST
 SC2305  VERT ORDER  -  THIRD ? (See Below)
 SC2305
 SC2305.The horizontal coordinates were established by classical geodetic methods
 SC2305.and adjusted by the National Geodetic Survey in December 1991..
 SC2305
 SC2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC2305.The vertical order pertains to the NGVD 29 superseded value.
 SC2305
 SC2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2305
 SC2305.The geoid height was determined by GEOID03.
 SC2305
 SC2305;                    North         East     Units Scale Factor Converg.
 SC2305;SPC WA S     -   107,866.051   236,037.239   MT  0.99993138   -2 29 15.1
 SC2305;SPC WA S     -   353,890.54    774,398.84   sFT  0.99993138   -2 29 15.1
 SC2305;SPC OR N     -   292,928.250 2,235,995.717   MT  1.00007396   -2 25 42.9
 SC2305;SPC OR N     -   961,050.69  7,335,943.95   iFT  1.00007396   -2 25 42.9
 SC2305;UTM  10      - 5,122,488.115   428,741.217   MT  0.99966242   -0 40 04.3
 SC2305
 SC2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2305!SPC WA S     -   1.00000282  x   0.99993138  =   0.99993420
 SC2305!SPC OR N     -   1.00000282  x   1.00007396  =   1.00007678
 SC2305!UTM  10      -   1.00000282  x   0.99966242  =   0.99966524
 SC2305
 SC2305|---------------------------------------------------------------------|
 SC2305| PID    Reference Object                     Distance      Geod. Az  |
 SC2305|                                                           dddmmss.s |
 SC2305| CE3572 FORT RM 1                             4.841 METERS 06128     |
 SC2305| CE3573 FORT RM 2                            10.080 METERS 11353     |
 SC2305| SC2013 ASTORIA RADIO STATION KVAS TWR      APPROX.11.1 KM 1335052.3 |
 SC2305| SC2007 DESDEMONA SANDS UPPER LIGHT         APPROX. 6.0 KM 1402629.9 |
 SC2305| SC2088 RADIO 1                             APPROX.13.5 KM 1462710.9 |
 SC2305| SC2044 ASTORIA RADIO STA KAST NW TWR       APPROX.10.2 KM 1462933.8 |
 SC2305| SC2191 YOUNGS BAY ENTRANCE LT 1951         APPROX. 8.6 KM 1562455.0 |
 SC2305| SC2202 LOWER SANDS LIGHT 1951              APPROX. 7.0 KM 1600440.0 |
 SC2305| SC2170 DOG                                 APPROX. 8.2 KM 1643534.1 |
 SC2305| SC2221 SKIPANON WATERWAY LIGHT 1951        APPROX. 7.7 KM 1691605.3 |
 SC2305| SC2145 SKIPANON WATERWAY WEST LIGHT        APPROX. 7.6 KM 1703119.1 |
 SC2305| SC2183 TANSY PT E HSE OFFSHORE GABLE       APPROX. 6.9 KM 1780545.5 |
 SC2305| SC2174 TANSY PT W HSE UPSTREAM GABLE       APPROX. 6.7 KM 1792550.8 |
 SC2305| SC2159 TANSY POINT FLAVEL TK PLATFORM      APPROX. 6.7 KM 1804133.9 |
 SC2305| SC2156 FLAVEL FRONT RANGE LIGHT 28         APPROX. 6.5 KM 1823653.0 |
 SC2305| SC2167 FLAVEL REAR RANGE LIGHT             APPROX. 6.5 KM 1860211.8 |
 SC2305| SC2154 HAMMOND PT ADAMS CANNRY HI STK      APPROX. 6.2 KM 1915940.3 |
 SC2305| SC2161 HAMMOND PILOT STATION BOATHOUS      APPROX. 5.8 KM 1954515.3 |
 SC2305| SC2185 PT ADAMS CG STA STEEL FLAGPOLE      APPROX. 6.0 KM 1962157.3 |
 SC2305| SC2194 COAST GUARD STATION FLAGPOLE        APPROX. 6.0 KM 1962839.8 |
 SC2305| SC2186 PT ADAMS CG STA CUPOLA              APPROX. 6.1 KM 1962956.2 |
 SC2305| SC2140 FORT STEVENS EAST JETTY LIGHT       APPROX. 5.6 KM 1992816.3 |
 SC2305| SC2136 FORT STEVENS WEST JETTY LIGHT       APPROX. 5.6 KM 2002129.7 |
 SC2305| SC2168 FORT STEVENS WHARF 26 LIGHT         APPROX. 5.4 KM 2024310.9 |
 SC2305| SC2171 FORT STEVENS WHARF RED LIGHT        APPROX. 5.3 KM 2033749.5 |
 SC2305| SC2148 FORT STEVENS WATER TANK             APPROX. 6.7 KM 2045907.7 |
 SC2305| SC0583 GUN RESET                           APPROX. 5.8 KM 2100331.3 |
 SC2305| SC2181 COAST GUARD LOOKOUT TOWER           APPROX. 6.1 KM 2142438.8 |
 SC2305| SC2226 DESDEMONA SANDS LH NEW              APPROX. 3.8 KM 2181042.1 |
 SC2305| SD0657 CLATSOP SPIT COAST GUARD LOT        APPROX. 7.4 KM 2471052.0 |
 SC2305| SC2142 CHINOOK DIKE LIGHT                  APPROX. 2.2 KM 2624927.9 |
 SC2305| SC2308 SAND ISLAND DIKE LIGHT              APPROX. 4.5 KM 2753416.0 |
 SC2305| SC2269 SAND ISLAND DIKE MIDDLE LIGHT       APPROX. 5.5 KM 2774403.0 |
 SC2305| SD0573 SAND ISLAND DIKE LOWER LIGHT        APPROX. 6.5 KM 2781844.4 |
 SC2305| SD0595 CAPE DISAPPOINTMENT LH              APPROX.10.2 KM 2845808.3 |
 SC2305| SC2263 SAND ISLAND RANGE FRONT LT          APPROX. 5.5 KM 2855853.5 |
 SC2305| SC2256 SAND ISLAND WATER TANK              APPROX. 4.1 KM 2860030.7 |
 SC2305| SC2307 ENTRANCE REAR RANGE                 APPROX. 4.7 KM 2905007.3 |
 SC2305| SC2306 SAND ISLAND RANGE REAR LIGHT        APPROX. 4.7 KM 2905722.5 |
 SC2305| SD0570 ILWACO CHANNEL BEACON 3 A           APPROX. 7.0 KM 2961807.0 |
 SC2305| SC2261 ILWACO CHANNEL BEACON 3             APPROX. 6.3 KM 2962336.9 |
 SC2305| SD0630 ILWACO CHANNEL BEACON 5             APPROX. 8.4 KM 3001550.4 |
 SC2305| SC2275 CHINOOK RED WATER TANK              APPROX. 2.8 KM 3220032.6 |
 SC2305|---------------------------------------------------------------------|
 SC2305
 SC2305                          SUPERSEDED SURVEY CONTROL
 SC2305
 SC2305  NAD 83(1991)-  46 15 08.03465(N)    123 55 28.14017(W) AD(       ) 1
 SC2305  NAD 83(1986)-  46 15 08.04169(N)    123 55 28.11996(W) AD(       ) 1
 SC2305  NAD 27      -  46 15 08.67128(N)    123 55 23.58608(W) AD(       ) 1
 SC2305  NGVD 29 (07/19/86)    4.67   (m)           15.3    (f) LEVELING    3  
 SC2305
 SC2305.Superseded values are not recommended for survey control.
 SC2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2305.See file dsdata.txt to determine how the superseded data were derived.
 SC2305
 SC2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2874122488(NAD 83)
 SC2305_MARKER: DD = SURVEY DISK
 SC2305_SETTING: 66 = SET IN ROCK OUTCROP
 SC2305_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SC2305_STAMPING: FORT 1935
 SC2305_MARK LOGO: CGS   
 SC2305_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SC2305+STABILITY: POSITION/ELEVATION WELL
 SC2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2305+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1988
 SC2305
 SC2305  HISTORY     - Date     Condition        Report By
 SC2305  HISTORY     - 1935     MONUMENTED       CGS
 SC2305  HISTORY     - 1935     GOOD             CGS
 SC2305  HISTORY     - 1938     SEE DESCRIPTION  CGS
 SC2305  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SC2305  HISTORY     - 1956     SEE DESCRIPTION  CGS
 SC2305  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2305  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SC2305  HISTORY     - 1971     SEE DESCRIPTION  LOCENG
 SC2305  HISTORY     - 19881213 GOOD             MGSINC
 SC2305
 SC2305                          STATION DESCRIPTION
 SC2305
 SC2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RWK)
 SC2305'THE STATION IS LOCATED ON THE N BANK OF THE COLUMBIA RIVER ON A ROCKY
 SC2305'POINT AT FORT COLUMBIA.
 SC2305'
 SC2305'AN ARMY SEARCHLIGHT IS DIRECTLY ABOVE AND BACK OF THE STATION.
 SC2305'
 SC2305'THE STATION IS ABOUT 10 FEET ABOVE HIGH WATER.
 SC2305'
 SC2305'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE, IN
 SC2305'OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 3 AND 12B.
 SC2305
 SC2305                          STATION RECOVERY (1935)
 SC2305
 SC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 SC2305'RECOVERED IN GOOD CONDITION.
 SC2305
 SC2305                          STATION RECOVERY (1938)
 SC2305
 SC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WMS)
 SC2305'THIS STATION IS LOCATED ON THE WESTERNMOST PART OF THE ROCKY POINT AT
 SC2305'FORT COLUMBIA, ON THE N BANK OF THE COLUMBIA RIVER.
 SC2305'
 SC2305'STATION MARK IS A STANDARD C. AND G.S. DISK CEMENTED IN A DRILL
 SC2305'HOLE IN SOLID ROCK, 10 FEET ABOVE THE HIGH-WATER LINE, ABOUT 30
 SC2305'FEET SW OF AND 12 FEET BELOW THE BASE OF A ROUND STEEL SEARCHLIGHT
 SC2305'HOUSE.  A TRAIL LEADS TO THE STATION FROM A POINT ABOUT 30 METERS
 SC2305'INSIDE THE GATE TO THE MILITARY RESERVATION.
 SC2305'
 SC2305'REFERENCE MARK NO.1 IS A STANDARD REFERENCE DISK CEMENTED IN A DRILL
 SC2305'HOLE IN ROCK, AT THE EDGE OF THE GRASS, AND ON LINE WITH THE STEEL
 SC2305'SEARCHLIGHT HOUSE.
 SC2305'
 SC2305'REFERENCE MARK NO.2 IS A STANDARD REFERENCE DISK CEMENTED IN A DRILL
 SC2305'HOLE IN A ROCKY LEDGE, JUST W OF THE STATION.
 SC2305'
 SC2305'STATION NOT OCCUPIED IN 1938.
 SC2305
 SC2305                          STATION RECOVERY (1951)
 SC2305
 SC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HGC)
 SC2305'STATION IS 6 MILES NW OF ASTORIA ON CHINOOK POINT AT FORT COLUMBIA.
 SC2305'IT IS ON THE MOST W EXPOSED ROCK POINT FROM WHICH ASTORIA CAN BE
 SC2305'SEEN.  THE SEARCHLIGHT MENTIONED IN THE PREVIOUS DESCRIPTIONS IS
 SC2305'NOW GONE.
 SC2305'
 SC2305'STATION MARK IS A STANDARD DISK CEMENTED IN BEDROCK 4-1/2 METERS SW
 SC2305'OF THE TURF LINE, ABOUT 10 FEET ABOVE HIGH TIDE.  IT IS STAMPED FORT
 SC2305'1935.
 SC2305'
 SC2305'REFERENCE MARK 1 IS ON THE SAME RIDGE OF ROCK AT TURF LINE AND
 SC2305'PROBABLY WILL BE COVERED.  IT IS A STANDARD REFERENCE DISK CEMENTED
 SC2305'IN DRILL HOLE IN BEDROCK AND IS STAMPED FORT NO 1 1935.
 SC2305'
 SC2305'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK CEMENTED IN A DRILL
 SC2305'HOLE IN BEDROCK ON NEXT RIDGE OF ROCK TO E.  IT IS STAMPED FORT NO
 SC2305'2 1935.
 SC2305
 SC2305                          STATION RECOVERY (1956)
 SC2305
 SC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FN)
 SC2305'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 SC2305'RECOVERED IN GOOD CONDITION AS DESCRIBED BY H.G.C., 1951.
 SC2305
 SC2305                          STATION RECOVERY (1958)
 SC2305
 SC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2305'RECOVERED IN GOOD CONDITION ABOUT 1-3/4 MI. SE OF CHINOOK, ON CHINOOK
 SC2305'POINT AT FORT COLUMBIA STATE PARK, ON THE W ROCKY POINT THAT
 SC2305'ASTORIA CAN BE VIEWED FROM ABOUT 10 FT. ABOVE HIGH TIDE.
 SC2305'
 SC2305'TO REACH THE STATION FROM CHINOOK, AT THE INTERSECTION OF U.S.
 SC2305'HIGHWAY 101 AND THE CROSS STREET THAT LEADS TO THE CANNERY (AT THE
 SC2305'FRIENDLY MARKET), GO SE ON U.S. HIGHWAY 101 FOR 1.7 MI. TO A SIDE
 SC2305'ROAD LEADING TO THE FORT COLUMBIA STREET PARK, PARK TRUCK AND PACK
 SC2305'S TO ROCKY OUTCROP AND THE STATION.
 SC2305'
 SC2305'THE STATION IS A STANDARD DISK, STAMPED FORT 1935 SET IN AN
 SC2305'IRREGULAR MASS OF CONCRETE THAT PROJECTS ABOUT 2 IN. ABOVE THE ROCK
 SC2305'OUTCROP.
 SC2305'
 SC2305'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FORT NO 1 1935 SET IN
 SC2305'AN IRREGULAR MASS OF CONCRETE ON THE BEDROCK, ABOUT 4 IN. BELOW THE
 SC2305'SURFACE OF LOOSE TOP SOIL IN THE TRAIL LEADING TO THE STATION.  IT IS
 SC2305'ON THE SAME RIDGE AS THE STATION.  IT IS N OF THE STATION.
 SC2305'
 SC2305'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FORT NO 2 1935 SET IN
 SC2305'A DRILL HOLE IN A BEDROCK ON AN ADJACENT ROCK OUTCROP E OF THE
 SC2305'STATION.
 SC2305
 SC2305                          STATION RECOVERY (1966)
 SC2305
 SC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CMB)
 SC2305'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION AS DESCRIBED.
 SC2305'
 SC2305'RM 1 WAS NOT SEARCHED FOR.
 SC2305'
 SC2305'RM 2 WAS FOUND AND THE DIRECTION CHECKED.
 SC2305
 SC2305                          STATION RECOVERY (1971)
 SC2305
 SC2305'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 SC2305'ORIGINAL DESC.  ADEQUATE
 SC2305
 SC2305                          STATION RECOVERY (1988)
 SC2305
 SC2305'RECOVERY NOTE BY MINISTER AND GLAESER 1988
 SC2305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4690 ***********************************************************************
 SY4690  DESIGNATION -  FORT
 SY4690  PID         -  SY4690
 SY4690  STATE/COUNTY-  WA/KING
 SY4690  USGS QUAD   -  
 SY4690
 SY4690                         *CURRENT SURVEY CONTROL
 SY4690  ___________________________________________________________________
 SY4690* NAD 83(1991)-  47 39 41.03928(N)    122 23 39.55102(W)     ADJUSTED  
 SY4690* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 SY4690  ___________________________________________________________________
 SY4690  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 SY4690  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SY4690
 SY4690  HORZ ORDER  -  THIRD
 SY4690
 SY4690.The horizontal coordinates were established by classical geodetic methods
 SY4690.and adjusted by the National Geodetic Survey in December 1991..
 SY4690
 SY4690.The orthometric height was scaled from a topographic map.
 SY4690
 SY4690.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4690
 SY4690.The geoid height was determined by GEOID03.
 SY4690
 SY4690;                    North         East     Units Scale Factor Converg.
 SY4690;SPC WA N     -    74,724.745   382,761.743   MT  0.99997381   -1 09 43.9
 SY4690;SPC WA N     -   245,159.43  1,255,777.49   sFT  0.99997381   -1 09 43.9
 SY4690;UTM  10      - 5,278,845.009   545,475.798   MT  0.99962541   +0 26 51.8
 SY4690
 SY4690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4690!SPC WA N     -   0.99999852  x   0.99997381  =   0.99997233
 SY4690!UTM  10      -   0.99999852  x   0.99962541  =   0.99962393
 SY4690
 SY4690:                Primary Azimuth Mark                     Grid Az
 SY4690:SPC WA N     -  UPPER GUIDE WALL LIGHT DOLPHIN           035 29 11.6
 SY4690:UTM  10      -  UPPER GUIDE WALL LIGHT DOLPHIN           033 52 35.9
 SY4690
 SY4690|---------------------------------------------------------------------|
 SY4690| PID    Reference Object                     Distance      Geod. Az  |
 SY4690|                                                           dddmmss.s |
 SY4690| SY4795 UPPER GUIDE WALL LIGHT DOLPHIN      436.555 METERS 0341927.7 |
 SY4690| SY4756 SEATTLE STIMSONS MILL TANK          APPROX. 0.9 KM 0424713.2 |
 SY4690| SY4675 SEATTLE HALIBUT OIL COMPANY BRICK S APPROX. 1.3 KM 0913558.0 |
 SY4690| SY4033 SEATTLE CEDAR SHINGLE MILL STK      APPROX. 1.4 KM 0924401.0 |
 SY4690| SY3830 SEATTLE US PLYWOOD CO N STACK       APPROX. 1.5 KM 1091253.4 |
 SY4690| SY4187 SEATTLE CHAMPION BLDG PROD STK      APPROX. 1.5 KM 1093945.7 |
 SY4690| CF6642 FORT RM 1                             7.805 METERS 12225     |
 SY4690| SY4689 SEATTLE MON GILMAN AND FORT ST        9.471 METERS 18229     |
 SY4690| SY4685 LOCKS 1953                          382.016 METERS 30958     |
 SY4690| SY4678 SEATTLE CANAL ADMIN BLDG FLAG       APPROX. 0.5 KM 3391525.3 |
 SY4690|---------------------------------------------------------------------|
 SY4690
 SY4690                          SUPERSEDED SURVEY CONTROL
 SY4690
 SY4690  NAD 83(1986)-  47 39 41.03384(N)    122 23 39.55604(W) AD(       ) 3
 SY4690  NAD 27      -  47 39 41.68200(N)    122 23 35.09600(W) AD(       ) 3
 SY4690
 SY4690.Superseded values are not recommended for survey control.
 SY4690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4690.See file dsdata.txt to determine how the superseded data were derived.
 SY4690
 SY4690_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4547678845(NAD 83)
 SY4690_MARKER: Z = SEE DESCRIPTION
 SY4690_SETTING: 0 = UNSPECIFIED SETTING
 SY4690
 SY4690  HISTORY     - Date     Condition        Report By
 SY4690  HISTORY     - 1953     MONUMENTED       CGS
 SY4690  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4690
 SY4690                          STATION DESCRIPTION
 SY4690
 SY4690'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY4690'IN SEATTLE, NEAR THE INTERSECTION OF FORT STREET AND GILMAN AVENUE,
 SY4690'THIS STATION LIES BETWEEN 28TH AND 29TH AVENUES WEST 3.3 FEET
 SY4690'OUTSIDE OF THE GUARD-RAIL ON THE NE SIDE OF GILMAN AVENUE, 8.8
 SY4690'FEET NE OF THE CURBING AND HAS A COMMANDING VIEW OF THE U.S. GOVT
 SY4690'LOCKS AT THE WEST END OF THE LAKE WASHINGTON SHIP CANAL.  THE
 SY4690'STATION MARK IS A STANDARD TRIANGULATION DISC SET IN THE TOP OF
 SY4690'A 10 BY 30 INCH CYLINDRICAL SHAPED CONCRETE MONUMENT SET FLUSH
 SY4690'WITH THE GROUND.  THE CITY MONUMENT IN FORT ST. AND GILMAN AVE.
 SY4690'BEARS 182 DEGREES (SOUTH) FROM THE STATION.  ONLY ONE REFERENCE
 SY4690'MARK WAS SET.  IT IS A STANDARD REFERENCE DISC CEMENTED INTO
 SY4690'A DRILL HOLE IN THE CURBING ON THE NORTH SIDE OF GILMAN AVE.
 SY4690'ABOUT OPPOSITE THE MIDPOINT IN THE GUARD RAIL FENCE AND STAMPED
 SY4690'FORT NO 1 1953.
 SY4690
 SY4690                          STATION RECOVERY (2001)
 SY4690
 SY4690'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4690' 
 SY4690' 
 SY4690' 
 SY4690' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1269 ***********************************************************************
 TR1269  DESIGNATION -  FORT
 TR1269  PID         -  TR1269
 TR1269  STATE/COUNTY-  WA/SKAGIT
 TR1269  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1269
 TR1269                         *CURRENT SURVEY CONTROL
 TR1269  ___________________________________________________________________
 TR1269* NAD 83(1991)-  48 21 46.59551(N)    122 32 19.31607(W)     ADJUSTED  
 TR1269* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 TR1269  ___________________________________________________________________
 TR1269  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 TR1269  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 TR1269
 TR1269  HORZ ORDER  -  SECOND
 TR1269
 TR1269.The horizontal coordinates were established by classical geodetic methods
 TR1269.and adjusted by the National Geodetic Survey in December 1991..
 TR1269
 TR1269.The orthometric height was scaled from a topographic map.
 TR1269
 TR1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1269
 TR1269.The geoid height was determined by GEOID03.
 TR1269
 TR1269;                    North         East     Units Scale Factor Converg.
 TR1269;SPC WA N     -   152,936.831   373,648.179   MT  0.99995138   -1 16 10.8
 TR1269;SPC WA N     -   501,760.25  1,225,877.40   sFT  0.99995138   -1 16 10.8
 TR1269;UTM  10      - 5,356,743.935   534,168.889   MT  0.99961434   +0 20 41.2
 TR1269
 TR1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1269!SPC WA N     -   0.99999281  x   0.99995138  =   0.99994419
 TR1269!UTM  10      -   0.99999281  x   0.99961434  =   0.99960715
 TR1269
 TR1269|---------------------------------------------------------------------|
 TR1269| PID    Reference Object                     Distance      Geod. Az  |
 TR1269|                                                           dddmmss.s |
 TR1269| CF8731 FORT RM 1                            19.840 METERS 16215     |
 TR1269| CF8733 FORT RM 3                             6.639 METERS 17115     |
 TR1269| TR1312 SWINOMISH CHAN S ENT RNG R LT       APPROX. 3.2 KM 2561834.7 |
 TR1269| TR1311 SWINOMISH CHAN S ENT RNG F LT       APPROX. 2.2 KM 2581352.2 |
 TR1269| TR1279 SOUTH JETTY LIGHT                   APPROX. 1.0 KM 2620802.4 |
 TR1269| TR1290 STONE RESET                         APPROX. 3.3 KM 2915950.3 |
 TR1269| TR1303 SEAL ROCKS LT                       APPROX. 2.2 KM 3033312.9 |
 TR1269| TR1299 NORTH JETTY LIGHT                   270.643 METERS 33817     |
 TR1269| CF8732 FORT RM 2                             7.570 METERS 34703     |
 TR1269| TR1287 LA CONNER JETTY LT                  278.588 METERS 34903     |
 TR1269|---------------------------------------------------------------------|
 TR1269
 TR1269                          SUPERSEDED SURVEY CONTROL
 TR1269
 TR1269  NAD 83(1986)-  48 21 46.59886(N)    122 32 19.32053(W) AD(       ) 2
 TR1269  NAD 27      -  48 21 47.23500(N)    122 32 14.71800(W) AD(       ) 2
 TR1269
 TR1269.Superseded values are not recommended for survey control.
 TR1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1269.See file dsdata.txt to determine how the superseded data were derived.
 TR1269
 TR1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3416956744(NAD 83)
 TR1269_MARKER: Z = SEE DESCRIPTION
 TR1269_SETTING: 0 = UNSPECIFIED SETTING
 TR1269
 TR1269  HISTORY     - Date     Condition        Report By
 TR1269  HISTORY     - 1934     MONUMENTED       CGS
 TR1269  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1269  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1269  HISTORY     - 1980     GOOD             NOS
 TR1269
 TR1269                          STATION DESCRIPTION
 TR1269
 TR1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 TR1269'STATION IS LOCATED ON THE NORTHWESTERLY POINT OF GOAT ISLAND, W OF
 TR1269'FORT WHITMAN.  THE STATION IS ON THE NORTHERLY OF TWO GRASSY
 TR1269'POINTS ABOUT 10 FEET ABOVE HIGH WATER.  STATION MARKED BY A
 TR1269'STANDARD DISK SET IN SOLID ROCK ABOUT 4 FEET FROM THE EDGE OF THE
 TR1269'BANK.
 TR1269'
 TR1269'REFERENCE MARK SET IN SOLID ROCK ON THE SOUTHERLY OF THE
 TR1269'ABOVE-MENTIONED ROCKS EASILY VISIBLE.
 TR1269
 TR1269                          STATION RECOVERY (1939)
 TR1269
 TR1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1269'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 TR1269
 TR1269                          STATION RECOVERY (1960)
 TR1269
 TR1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1269'STATION WAS RECOVERED AS DESCRIBED, AND IN GOOD CONDITION, WITH
 TR1269'THE FOLLOWING EXCEPTIONS--
 TR1269'
 TR1269'THE DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A 30 METER
 TR1269'STEEL TAPE AND FOUND TO BE 19.762 METERS INSTEAD OF 19.84 METERS AS
 TR1269'NOTED IN THE 1934 DESCRIPTION BY J.S.
 TR1269
 TR1269                          STATION RECOVERY (1980)
 TR1269
 TR1269'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RBM)
 TR1269'THE STATION WAS RECOVERED. THE REFERENCE MARK WAS SEARCHED FOR
 TR1269'BUT IT WAS NOT FOUND. TWO REFERENCE MARKS WERE SET AT THIS TIME.
 TR1269'THE STATION IS LOCATED 4 KILOMETERS (2.5 MILES) SOUTHWEST OF THE
 TR1269'TOWN OF LA CONNER, ON THE NORTH WESTERLY TIP OF GOAT ISLAND,
 TR1269'ALONG THE EAST SHORE OF SKAGIT BAY, ON A SMALL LOW, GRASSY, ROCKY
 TR1269'POINT ABOUT 3 METERS ABOVE MEAN HIGHWATER.
 TR1269'
 TR1269'THE STATION WAS REACHED BY SMALL BOAT, LANDING ON THE LOW, ROCKY
 TR1269'POINT.
 TR1269'
 TR1269'THE STATION IS A STANDARD CGS DISK
 TR1269'STAMPED---FORT 1934---,
 TR1269'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 TR1269'5.0 METER (16 FT) EAST FROM THE WEST END OF THE ROCKY POINT.
 TR1269'
 TR1269'REFERENCE MARK 2 IS A STANDARD NGS DISK
 TR1269'STAMPED---FORT 1934 NO 2 1980---,
 TR1269'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 TR1269'4.0 METER (13 FT) SOUTH FROM THE NORTHWEST TIP OF THE ROCKY POINT
 TR1269'AND ABOUT 1 METER ABOVE MEAN HIGHWATER.
 TR1269'MARK IS 1.3 METERS LOWER THAN THE STATION.
 TR1269'
 TR1269'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 TR1269'STAMPED---FORT 1934 NO 3 1980---,
 TR1269'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 TR1269'3.0 METER (10 FT) EAST FROM THE WEST TIP OF THE ROCKY POINT.
 TR1269'MARK IS BELOW STATION 0.5 METERS.
 TR1269'
 TR1269'HT OF SIGNAL WAS 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1591 ***********************************************************************
 TR1591  DESIGNATION -  FORT
 TR1591  PID         -  TR1591
 TR1591  STATE/COUNTY-  WA/ISLAND
 TR1591  USGS QUAD   -  COUPEVILLE (1973)
 TR1591
 TR1591                         *CURRENT SURVEY CONTROL
 TR1591  ___________________________________________________________________
 TR1591* NAD 83(1991)-  48 09 37.73455(N)    122 40 53.94553(W)     ADJUSTED  
 TR1591* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 TR1591  ___________________________________________________________________
 TR1591  LAPLACE CORR-          -8.57  (seconds)                    DEFLEC99
 TR1591  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 TR1591
 TR1591  HORZ ORDER  -  SECOND
 TR1591
 TR1591.The horizontal coordinates were established by classical geodetic methods
 TR1591.and adjusted by the National Geodetic Survey in December 1991..
 TR1591
 TR1591.The orthometric height was scaled from a topographic map.
 TR1591
 TR1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1591
 TR1591.The geoid height was determined by GEOID03.
 TR1591
 TR1591;                    North         East     Units Scale Factor Converg.
 TR1591;SPC WA N     -   130,676.308   362,518.046   MT  0.99994253   -1 22 34.0
 TR1591;SPC WA N     -   428,727.19  1,189,361.29   sFT  0.99994253   -1 22 34.0
 TR1591;UTM  10      - 5,334,186.361   523,673.607   MT  0.99960689   +0 14 13.8
 TR1591
 TR1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1591!SPC WA N     -   0.99999926  x   0.99994253  =   0.99994179
 TR1591!UTM  10      -   0.99999926  x   0.99960689  =   0.99960615
 TR1591
 TR1591|---------------------------------------------------------------------|
 TR1591| PID    Reference Object                     Distance      Geod. Az  |
 TR1591|                                                           dddmmss.s |
 TR1591| TR1592 ADMIRALTY HEAD LH                    49.600 METERS 05043     |
 TR1591| CF8734 FORT RM 1                             8.054 METERS 05617     |
 TR1591| CF8735 FORT RM 2                            12.127 METERS 12552     |
 TR1591| TR1568 POINT MARROWSTONE LIGHTHOUSE        APPROX. 6.6 KM 1840418.6 |
 TR1591| TR1667 PORT TOWNSEND CTHSE STEEPLE         APPROX. 8.4 KM 2295551.5 |
 TR1591| TR1638 POINT WILSON TOWER                  APPROX. 5.8 KM 2505055.5 |
 TR1591| TR1631 POINT WILSON LIGHTHOUSE             APPROX. 5.7 KM 2513429.1 |
 TR1591| TR1593 FORT CASEY CABLE CROSSING SIGN      406.507 METERS 3500318.3 |
 TR1591|---------------------------------------------------------------------|
 TR1591
 TR1591                          SUPERSEDED SURVEY CONTROL
 TR1591
 TR1591  NAD 83(1986)-  48 09 37.73474(N)    122 40 53.95042(W) AD(       ) 2
 TR1591  NAD 27      -  48 09 38.39600(N)    122 40 49.35100(W) AD(       ) 2
 TR1591
 TR1591.Superseded values are not recommended for survey control.
 TR1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1591.See file dsdata.txt to determine how the superseded data were derived.
 TR1591
 TR1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2367434186(NAD 83)
 TR1591_MARKER: Z = SEE DESCRIPTION
 TR1591_SETTING: 66 = SET IN ROCK OUTCROP
 TR1591_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TR1591_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1591
 TR1591  HISTORY     - Date     Condition        Report By
 TR1591  HISTORY     - 1940     MONUMENTED       CGS
 TR1591  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1591  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TR1591  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TR1591  HISTORY     - 1983     GOOD             USPSQD
 TR1591  HISTORY     - 19910802 GOOD             USPSQD
 TR1591
 TR1591                          STATION DESCRIPTION
 TR1591
 TR1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RWK)
 TR1591'AT FORT CASEY ON WHIDBEY ISLAND, ABOUT 0.4 MILE NORTH OF ADMIRALTY
 TR1591'HEAD, AT COAST DEFENSE GUN EMPLACEMENT REUBEN TURMAN, ABOUT 3 METERS
 TR1591'EAST OF THE TOP OF THE BLUFF, ABOUT 2.7 METERS NORTHWEST OF THE
 TR1591'OUTER EDGE OF THE CONCRETE PARAPET, A STANDARD DISK SET IN A
 TR1591'6 X 6 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE
 TR1591'GROUND.
 TR1591'
 TR1591'R.M. 1, NORTHEAST OF STATION, IS A STANDARD DISK WEDGED IN
 TR1591'A DRILL HOLE IN THE TOP OF THE SLOPING CONCRETE PARAPET AND IS
 TR1591'ABOUT 1.0 METER SOUTH FROM NORTH EDGE OF PARAPET.
 TR1591'
 TR1591'R.M. 2, SOUTHEAST OF STATION, IS A STANDARD DISK WEDGED IN
 TR1591'DRILL HOLE IN THE TOP OF THE CONCRETE PARAPET BETWEEN GUN MOUNTS.
 TR1591
 TR1591                          STATION RECOVERY (1960)
 TR1591
 TR1591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1591'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TR1591'CONDITION AS DESCRIBED.  THE STATION IS A STANDARD STATION MARK
 TR1591'DISK STAMPED FORT 1940 SET IN TOP OF A CONCRETE MONUMENT WHICH
 TR1591'PROJECTS 4 INCHES.
 TR1591'
 TR1591'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED 1 FORT
 TR1591'1940 SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE PARAPET AND
 TR1591'IS 8.044 M (26.40 FT) NORTH NORTHEAST OF THE STATION.
 TR1591'
 TR1591'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED 2 FORT
 TR1591'1940 SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE PARAPET AND
 TR1591'IS 12.123 M (39.76 FT) EAST OF THE STATION.
 TR1591'
 TR1591'DISTANCES WERE MEASURED HORIZONTALLY WITH A STEEL TAPE.
 TR1591
 TR1591                          STATION RECOVERY (1969)
 TR1591
 TR1591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RBM)
 TR1591'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR1591'AS DESCRIBED IN 1940 AND 1960.  THE FORT IS NOW FORT CASEY STATE
 TR1591'PARK.
 TR1591'
 TR1591'A VEHICLE CAN BE DRIVEN TO THE VICINITY OF THE STATION SITE BY
 TR1591'ENTERING FORT CASEY STATE PARK ON THE MAIN ROAD AND FOLLOWING THE
 TR1591'SIGN TO THE INTERPRETIVE CENTER (OLD LIGHTHOUSE) AND BATTERY
 TR1591'REUBEN TURMAN ON THE LEFT.  THE STATION IS BETWEEN THE BATTERY
 TR1591'AND THE TOP EDGE OF THE COASTAL BLUFF.
 TR1591'
 TR1591'POINT WILSON LIGHTHOUSE, 1921 CAN SERVE AS AN AZIMUTH MARK.
 TR1591'
 TR1591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1591'4 MILES S. OF COUPEVILLE.
 TR1591
 TR1591                          STATION RECOVERY (1976)
 TR1591
 TR1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM)
 TR1591'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR1591'AS DESCRIBED.
 TR1591'
 TR1591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TR1591'4 MILES SOUTH OF COUPEVILLE.
 TR1591
 TR1591                          STATION RECOVERY (1983)
 TR1591
 TR1591'RECOVERY NOTE BY US POWER SQUADRON 1983 (RM)
 TR1591'STATION FORT AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 TR1591
 TR1591                          STATION RECOVERY (1991)
 TR1591
 TR1591'RECOVERY NOTE BY US POWER SQUADRON 1991 (PHK)
 TR1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1166 ***********************************************************************
 SW1166  DESIGNATION -  FORT
 SW1166  PID         -  SW1166
 SW1166  STATE/COUNTY-  WA/LINCOLN
 SW1166  USGS QUAD   -  FORT SPOKANE (1985)
 SW1166
 SW1166                         *CURRENT SURVEY CONTROL
 SW1166  ___________________________________________________________________
 SW1166* NAD 83(1991)-  47 53 38.36820(N)    118 18 56.23343(W)     ADJUSTED  
 SW1166* NAVD 88     -       543.2    (meters)    1782.     (feet)  VERTCON   
 SW1166  ___________________________________________________________________
 SW1166  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 SW1166  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SW1166
 SW1166  HORZ ORDER  -  SECOND
 SW1166
 SW1166.The horizontal coordinates were established by classical geodetic methods
 SW1166.and adjusted by the National Geodetic Survey in December 1991..
 SW1166
 SW1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1166
 SW1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1166
 SW1166.The geoid height was determined by GEOID03.
 SW1166
 SW1166;                    North         East     Units Scale Factor Converg.
 SW1166;SPC WA N     -   102,474.844   688,226.787   MT  0.99994986   +1 52 28.2
 SW1166;SPC WA N     -   336,202.88  2,257,957.38   sFT  0.99994986   +1 52 28.2
 SW1166;UTM  11      - 5,305,355.596   401,660.608   MT  0.99971883   -0 58 34.1
 SW1166
 SW1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1166!SPC WA N     -   0.99991787  x   0.99994986  =   0.99986773
 SW1166!UTM  11      -   0.99991787  x   0.99971883  =   0.99963672
 SW1166
 SW1166|---------------------------------------------------------------------|
 SW1166| PID    Reference Object                     Distance      Geod. Az  |
 SW1166|                                                           dddmmss.s |
 SW1166| CF1462 FORT RM 1                            64.758 METERS 19702     |
 SW1166| SW1170 MILES 1934                          APPROX. 1.5 KM 2363627.3 |
 SW1166|---------------------------------------------------------------------|
 SW1166
 SW1166                          SUPERSEDED SURVEY CONTROL
 SW1166
 SW1166  NAD 83(1986)-  47 53 38.37820(N)    118 18 56.22955(W) AD(       ) 2
 SW1166  NAD 27      -  47 53 38.81200(N)    118 18 52.27800(W) AD(       ) 2
 SW1166  NGVD 29 (07/19/86)  542.0    (m)         1778.     (f) VERT ANG       
 SW1166
 SW1166.Superseded values are not recommended for survey control.
 SW1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1166.See file dsdata.txt to determine how the superseded data were derived.
 SW1166
 SW1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP0166105356(NAD 83)
 SW1166_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1166
 SW1166  HISTORY     - Date     Condition        Report By
 SW1166  HISTORY     - 1935     MONUMENTED       BOR
 SW1166
 SW1166                          STATION DESCRIPTION
 SW1166
 SW1166'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 SW1166'STATION IS LOCATED ON KNOLL COVERED WITH LOW BRUSH, IN SW 1/4
 SW1166'SEC. 30, T. 28 N., R. 36 E. WM, ABOUT 500 FEET W OF U.S.M.R. CORNER
 SW1166'30-29, AND N OF FENCED PASTURE BELOW FARMHOUSE.  IT IS ABOUT 3/4
 SW1166'MILE S OF HOSPITAL AT OLD FORT SPOKANE.
 SW1166'
 SW1166'TO REACH STATION FROM DAVENPORT, DRIVE N ON STATE HIGHWAY 12.6
 SW1166'MILES (NORTH STAR GRANGE HALL), TURN LEFT ON GRAVEL ROAD.  13.7,
 SW1166'TAKE RIGHT FORK.  17.3, PASS CHURCH.  18.1, RIGHT FORK DOWN
 SW1166'CANYON.  19.0, RIGHT DOWN CANYON.  21.3, LEFT FORK.  22.7, LEFT
 SW1166'FORK AT GRAVEL PIT.  23.2, LEAVE ROAD AND TURN LEFT THROUGH
 SW1166'FENCE.  23.4, RIGHT DOWN DRAW TO U.S.M.R. CORNER.  CAN LEAVE CAR
 SW1166'HERE OR GO THROUGH FENCE AND DRIVE TO STATION, 0.1 MILE W, AT
 SW1166'EDGE OF KNOLL.
 SW1166'
 SW1166'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 15A,
 SW1166'RESPECTIVELY.
 SW1166'
 SW1166'HEIGHT OF LIGHT ABOVE STATION MARK 1.05 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1593 ***********************************************************************
 TR1593  DESIGNATION -  FORT CASEY CABLE CROSSING SIGN
 TR1593  PID         -  TR1593
 TR1593  STATE/COUNTY-  WA/ISLAND
 TR1593  USGS QUAD   -  COUPEVILLE (1973)
 TR1593
 TR1593                         *CURRENT SURVEY CONTROL
 TR1593  ___________________________________________________________________
 TR1593* NAD 83(1991)-  48 09 50.69786(N)    122 40 57.34304(W)     ADJUSTED  
 TR1593* NAVD 88     -                                                        
 TR1593  ___________________________________________________________________
 TR1593  LAPLACE CORR-          -8.46  (seconds)                    DEFLEC99
 TR1593  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 TR1593
 TR1593  HORZ ORDER  -  THIRD
 TR1593
 TR1593.The horizontal coordinates were established by classical geodetic methods
 TR1593.and adjusted by the National Geodetic Survey in December 1991..
 TR1593
 TR1593
 TR1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1593
 TR1593.The geoid height was determined by GEOID03.
 TR1593
 TR1593;                    North         East     Units Scale Factor Converg.
 TR1593;SPC WA N     -   131,078.255   362,457.482   MT  0.99994258   -1 22 36.5
 TR1593;SPC WA N     -   430,045.91  1,189,162.59   sFT  0.99994258   -1 22 36.5
 TR1593;UTM  10      - 5,334,586.309   523,601.774   MT  0.99960684   +0 14 11.3
 TR1593
 TR1593                          SUPERSEDED SURVEY CONTROL
 TR1593
 TR1593  NAD 83(1986)-  48 09 50.69795(N)    122 40 57.34780(W) AD(       ) 4
 TR1593  NAD 27      -  48 09 51.36300(N)    122 40 52.75200(W) AD(       ) 3
 TR1593
 TR1593.Superseded values are not recommended for survey control.
 TR1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1593.See file dsdata.txt to determine how the superseded data were derived.
 TR1593
 TR1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2360234586(NAD 83)
 TR1593
 TR1593  HISTORY     - Date     Condition        Report By
 TR1593  HISTORY     - 1940     MONUMENTED       CGS
 TR1593  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR1593  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1593
 TR1593                          STATION DESCRIPTION
 TR1593
 TR1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RWK)
 TR1593'ON THE W SHORE OF WHIDBEY ISLAND, ABOUT 1/2 MILE N OF ADMIRALTY
 TR1593'HEAD, ON THE GROUNDS OF FORT CASEY.  STATION IS ABOUT 20 METERS E
 TR1593'OF HIGH-WATER LINE AND IS THE CENTER POST OF A LARGE WHITE
 TR1593'CABLE-CROSSING SIGN WHICH FACES W.  AN UNMARKED NATURAL OBJECT
 TR1593'LOCATED BY TRIANGULATION CUTS.
 TR1593
 TR1593                          STATION RECOVERY (1942)
 TR1593
 TR1593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CP)
 TR1593'THIS SIGN HAS BEEN DESTROYED.  SHOULD BE DELETED FROM THE RECORD.
 TR1593
 TR1593                          STATION RECOVERY (1960)
 TR1593
 TR1593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1593'A THOROUGH SEARCH WAS MADE ALONG THE SHORE FOR THIS SIGN.  AS IT
 TR1593'WAS REPORTED DESTROYED BY C.P. IN 1944 AND SINCE NO TRACE OF THE
 TR1593'SIGN OR OF THE SUPPORTING POSTS WAS FOUND AT THIS TIME, THE STATION
 TR1593'HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2158 ***********************************************************************
 SC2158  DESIGNATION -  FORT COLUMBIA LIGHT
 SC2158  PID         -  SC2158
 SC2158  STATE/COUNTY-  WA/PACIFIC
 SC2158  USGS QUAD   -  WARRENTON (1996)
 SC2158
 SC2158                         *CURRENT SURVEY CONTROL
 SC2158  ___________________________________________________________________
 SC2158* NAD 83(1991)-  46 14 45.06391(N)    123 55 23.65625(W)     ADJUSTED  
 SC2158* NAVD 88     -                                                        
 SC2158  ___________________________________________________________________
 SC2158  LAPLACE CORR-          17.55  (seconds)                    DEFLEC99
 SC2158  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SC2158
 SC2158  HORZ ORDER  -  THIRD
 SC2158
 SC2158.The horizontal coordinates were established by classical geodetic methods
 SC2158.and adjusted by the National Geodetic Survey in December 1991..
 SC2158
 SC2158
 SC2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2158
 SC2158.The geoid height was determined by GEOID03.
 SC2158
 SC2158;                    North         East     Units Scale Factor Converg.
 SC2158;SPC WA S     -   107,153.338   236,102.415   MT  0.99993203   -2 29 11.9
 SC2158;SPC WA S     -   351,552.24    774,612.67   sFT  0.99993203   -2 29 11.9
 SC2158;SPC OR N     -   292,215.504 2,236,061.635   MT  1.00007185   -2 25 39.8
 SC2158;SPC OR N     -   958,712.28  7,336,160.22   iFT  1.00007185   -2 25 39.8
 SC2158;UTM  10      - 5,121,778.022   428,828.968   MT  0.99966227   -0 40 00.8
 SC2158
 SC2158                          SUPERSEDED SURVEY CONTROL
 SC2158
 SC2158  NAD 83(1991)-  46 14 45.06390(N)    123 55 23.65625(W) AD(       ) 4
 SC2158  NAD 83(1986)-  46 14 45.07137(N)    123 55 23.63624(W) AD(       ) 4
 SC2158  NAD 27      -  46 14 45.69999(N)    123 55 19.10153(W) AD(       ) 3
 SC2158
 SC2158.Superseded values are not recommended for survey control.
 SC2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2158.See file dsdata.txt to determine how the superseded data were derived.
 SC2158
 SC2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS2882921778(NAD 83)
 SC2158
 SC2158  HISTORY     - Date     Condition        Report By
 SC2158  HISTORY     - UNK      MONUMENTED
 SC2158  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SC2158
 SC2158                          STATION DESCRIPTION
 SC2158
 SC2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (VRS)
 SC2158'STATION IS LOST.  THERE IS NO LIGHT AT THE PLOTTED LOCATION OF
 SC2158'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1548 ***********************************************************************
 SC1548  DESIGNATION -  FORT LEWIS BEACON TOWER
 SC1548  PID         -  SC1548
 SC1548  STATE/COUNTY-  WA/PIERCE
 SC1548  USGS QUAD   -  MC KENNA (1990)
 SC1548
 SC1548                         *CURRENT SURVEY CONTROL
 SC1548  ___________________________________________________________________
 SC1548* NAD 83(1991)-  46 59 31.87628(N)    122 34 01.07830(W)     ADJUSTED  
 SC1548* NAVD 88     -                                                        
 SC1548  ___________________________________________________________________
 SC1548  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 SC1548  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 SC1548
 SC1548  HORZ ORDER  -  THIRD
 SC1548
 SC1548.The horizontal coordinates were established by classical geodetic methods
 SC1548.and adjusted by the National Geodetic Survey in December 1991..
 SC1548
 SC1548
 SC1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1548
 SC1548.The geoid height was determined by GEOID03.
 SC1548
 SC1548;                    North         East     Units Scale Factor Converg.
 SC1548;SPC WA S     -   186,444.578   342,799.365   MT  0.99993982   -1 30 05.2
 SC1548;SPC WA S     -   611,693.59  1,124,667.58   sFT  0.99993982   -1 30 05.2
 SC1548;UTM  10      - 5,204,386.965   532,926.421   MT  0.99961332   +0 18 60.0
 SC1548
 SC1548                          SUPERSEDED SURVEY CONTROL
 SC1548
 SC1548  NAD 83(1986)-  46 59 31.87362(N)    122 34 01.09159(W) AD(       ) 4
 SC1548  NAD 27      -  46 59 32.52600(N)    122 33 56.64100(W) AD(       ) 3
 SC1548
 SC1548.Superseded values are not recommended for survey control.
 SC1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1548.See file dsdata.txt to determine how the superseded data were derived.
 SC1548
 SC1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3292604387(NAD 83)
 SC1548
 SC1548  HISTORY     - Date     Condition        Report By
 SC1548  HISTORY     - 1954     MONUMENTED       CGS
 SC1548
 SC1548                          STATION DESCRIPTION
 SC1548
 SC1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SC1548'THE STATION IS THE CENTER OF THE TOP OF THE BEACON TOWER.  THE
 SC1548'LIGHT HAS BEEN REMOVED FROM THE TOP OF THE TOWER AND A GUARD
 SC1548'RAIL HAS BEEN BUILT AROUND THE TOP SO THE TOWER COULD BE USED AS
 SC1548'A FIRE LOOKOUT.  THIS TOWER IS LOCATED NEAR THE SOUTHEAST EDGE
 SC1548'OF FORT LEWIS AND ABOUT 2 MILES WEST-SOUTHWEST OF THE VILLAGE OF
 SC1548'ROY, IT IS BUILT OF STEEL, PAINTED SILVER WITH A RED TOP, AND
 SC1548'IS 150 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3048 ***********************************************************************
 SY3048  DESIGNATION -  FORT LEWIS POWER HOUSE 3292 P STACK
 SY3048  PID         -  SY3048
 SY3048  STATE/COUNTY-  WA/PIERCE
 SY3048  USGS QUAD   -  FORT LEWIS (1994)
 SY3048
 SY3048                         *CURRENT SURVEY CONTROL
 SY3048  ___________________________________________________________________
 SY3048* NAD 83(1991)-  47 04 52.31196(N)    122 33 58.77471(W)     ADJUSTED  
 SY3048* NAVD 88     -                                                        
 SY3048  ___________________________________________________________________
 SY3048  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 SY3048  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 SY3048
 SY3048  HORZ ORDER  -  THIRD
 SY3048
 SY3048.The horizontal coordinates were established by classical geodetic methods
 SY3048.and adjusted by the National Geodetic Survey in December 1991..
 SY3048
 SY3048
 SY3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3048
 SY3048.The geoid height was determined by GEOID03.
 SY3048
 SY3048;                    North         East     Units Scale Factor Converg.
 SY3048;SPC WA S     -   196,334.742   343,107.204   MT  0.99995208   -1 30 03.5
 SY3048;SPC WA S     -   644,141.57  1,125,677.55   sFT  0.99995208   -1 30 03.5
 SY3048;UTM  10      - 5,214,278.626   532,920.287   MT  0.99961332   +0 19 03.3
 SY3048
 SY3048                          SUPERSEDED SURVEY CONTROL
 SY3048
 SY3048  NAD 83(1986)-  47 04 52.30847(N)    122 33 58.78738(W) AD(       ) 4
 SY3048  NAD 27      -  47 04 52.95200(N)    122 33 54.32900(W) AD(       ) 3
 SY3048
 SY3048.Superseded values are not recommended for survey control.
 SY3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3048.See file dsdata.txt to determine how the superseded data were derived.
 SY3048
 SY3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3292014279(NAD 83)
 SY3048_MARKER: 63 = STACK
 SY3048
 SY3048  HISTORY     - Date     Condition        Report By
 SY3048  HISTORY     - 1954     FIRST OBSERVED   CGS
 SY3048  HISTORY     - 1983     GOOD             NGS
 SY3048
 SY3048                          STATION DESCRIPTION
 SY3048
 SY3048'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY3048'THE CENTER OF THE TOP OF THE FORT LEWIS, GRAY FIELD POWERHOUSE
 SY3048'NO. 3292-P, STACK, LOCATED ON FORT LEWIS NEAR THE EAST END OF GRAY
 SY3048'FIELD, ON THIRD DIVISION DRIVE.  THE STACK IS BUILT OF BRICK,
 SY3048'PAINTED RED AND WHITE, AND IS 173 FEET ABOVE THE GROUND.
 SY3048
 SY3048                          STATION RECOVERY (1983)
 SY3048
 SY3048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (MS)
 SY3048'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY3048'
 SY3048'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3049 ***********************************************************************
 SY3049  DESIGNATION -  FORT LEWIS POWERHOUSE 3132 P STACK
 SY3049  PID         -  SY3049
 SY3049  STATE/COUNTY-  WA/PIERCE
 SY3049  USGS QUAD   -  FORT LEWIS (1994)
 SY3049
 SY3049                         *CURRENT SURVEY CONTROL
 SY3049  ___________________________________________________________________
 SY3049* NAD 83(1991)-  47 05 19.37137(N)    122 34 01.06125(W)     ADJUSTED  
 SY3049* NAVD 88     -                                                        
 SY3049  ___________________________________________________________________
 SY3049  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 SY3049  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 SY3049
 SY3049  HORZ ORDER  -  THIRD
 SY3049
 SY3049.The horizontal coordinates were established by classical geodetic methods
 SY3049.and adjusted by the National Geodetic Survey in December 1991..
 SY3049
 SY3049
 SY3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3049
 SY3049.The geoid height was determined by GEOID03.
 SY3049
 SY3049;                    North         East     Units Scale Factor Converg.
 SY3049;SPC WA S     -   197,171.307   343,080.883   MT  0.99995323   -1 30 05.2
 SY3049;SPC WA S     -   646,886.20  1,125,591.20   sFT  0.99995323   -1 30 05.2
 SY3049;UTM  10      - 5,215,113.652   532,867.449   MT  0.99961328   +0 19 01.8
 SY3049
 SY3049                          SUPERSEDED SURVEY CONTROL
 SY3049
 SY3049  NAD 83(1986)-  47 05 19.36790(N)    122 34 01.07371(W) AD(       ) 4
 SY3049  NAD 27      -  47 05 20.01000(N)    122 33 56.62000(W) AD(       ) 3
 SY3049
 SY3049.Superseded values are not recommended for survey control.
 SY3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3049.See file dsdata.txt to determine how the superseded data were derived.
 SY3049
 SY3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3286715114(NAD 83)
 SY3049_MARKER: 63 = STACK
 SY3049
 SY3049  HISTORY     - Date     Condition        Report By
 SY3049  HISTORY     - 1954     FIRST OBSERVED   CGS
 SY3049  HISTORY     - 1983     GOOD             NGS
 SY3049
 SY3049                          STATION DESCRIPTION
 SY3049
 SY3049'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY3049'THE CENTER OF THE TOP OF THE FORT LEWIS, GRAY FIELD POWERHOUSE
 SY3049'NO. 3132-P, STACK, LOCATED ON FORT LEWIS NEAR THE EAST END OF GRAY
 SY3049'FIELD, ON THIRD DIVISION DRIVE.  THE STACK IS BUILT OF BRICK,
 SY3049'PAINTED RED AND WHITE, AND IS 173 FEET ABOVE GROUND.
 SY3049
 SY3049                          STATION RECOVERY (1983)
 SY3049
 SY3049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (MS)
 SY3049'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY3049'
 SY3049'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2338 ***********************************************************************
 TR2338  DESIGNATION -  FORT RESET
 TR2338  PID         -  TR2338
 TR2338  STATE/COUNTY-  WA/SAN JUAN
 TR2338  USGS QUAD   -  FALSE BAY (1972)
 TR2338
 TR2338                         *CURRENT SURVEY CONTROL
 TR2338  ___________________________________________________________________
 TR2338* NAD 83(1991)-  48 27 47.26337(N)    123 00 56.48933(W)     ADJUSTED  
 TR2338* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 TR2338  ___________________________________________________________________
 TR2338  LAPLACE CORR-          -9.37  (seconds)                    DEFLEC99
 TR2338  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 TR2338
 TR2338  HORZ ORDER  -  THIRD
 TR2338
 TR2338.The horizontal coordinates were established by classical geodetic methods
 TR2338.and adjusted by the National Geodetic Survey in December 1991..
 TR2338
 TR2338.The orthometric height was scaled from a topographic map.
 TR2338
 TR2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2338
 TR2338.The geoid height was determined by GEOID03.
 TR2338
 TR2338;                    North         East     Units Scale Factor Converg.
 TR2338;SPC WA N     -   164,964.977   338,631.747   MT  0.99996039   -1 37 29.3
 TR2338;SPC WA N     -   541,222.60  1,110,994.32   sFT  0.99996039   -1 37 29.3
 TR2338;UTM  10      - 5,367,777.260   498,840.001   MT  0.99960002   -0 00 42.3
 TR2338
 TR2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2338!SPC WA N     -   0.99999359  x   0.99996039  =   0.99995398
 TR2338!UTM  10      -   0.99999359  x   0.99960002  =   0.99959362
 TR2338
 TR2338|---------------------------------------------------------------------|
 TR2338| PID    Reference Object                     Distance      Geod. Az  |
 TR2338|                                                           dddmmss.s |
 TR2338| CF8729 FORT RM 1                            28.620 METERS 02918     |
 TR2338| TR2340 FLAGPOLE NEAR PICKETTS MON           10.617 METERS 07933     |
 TR2338| TR2339 PICKETTS MONUMENT                    17.259 METERS 07933     |
 TR2338| TR2335 SAN JUAN                            APPROX. 1.6 KM 2575035.7 |
 TR2338| CF8730 FORT RM 2                            13.579 METERS 28435     |
 TR2338|---------------------------------------------------------------------|
 TR2338
 TR2338                          SUPERSEDED SURVEY CONTROL
 TR2338
 TR2338  NAD 83(1986)-  48 27 47.26477(N)    123 00 56.49383(W) AD(       ) 3
 TR2338  NAD 27      -  48 27 47.91400(N)    123 00 51.85600(W) AD(       ) 3
 TR2338
 TR2338.Superseded values are not recommended for survey control.
 TR2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2338.See file dsdata.txt to determine how the superseded data were derived.
 TR2338
 TR2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9884067777(NAD 83)
 TR2338_MARKER: DS = TRIANGULATION STATION DISK
 TR2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR2338+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2003
 TR2338
 TR2338  HISTORY     - Date     Condition        Report By
 TR2338  HISTORY     - 1950     MONUMENTED       CGS
 TR2338  HISTORY     - 1957     GOOD             USN
 TR2338  HISTORY     - 1971     GOOD             WAA
 TR2338  HISTORY     - 19950625 GOOD             USPSQD
 TR2338  HISTORY     - 20031129 GOOD             USPSQD
 TR2338
 TR2338                          STATION DESCRIPTION
 TR2338
 TR2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2338'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TR2338'J.J.G. IN 1897.  IT WAS RE-MARKED WITH A BRONZE STATION DISK,
 TR2338'STAMPED AS BELOW, CEMENTED IN THE DRILL HOLE.  THE ORIGINAL
 TR2338'STATION WAS USED AS THE SUBSURFACE MARK AND A BRONZE STATION DISK,
 TR2338'STAMPED AS BELOW, WAS SET OVER IT.  TWO REFERENCE MARKS WERE
 TR2338'ESTABLISHED BY THIS PARTY.
 TR2338'
 TR2338'ON THE MOST S PORTION OF SAN JUAN ISLAND, ON THE S SIDE OF CATTLE
 TR2338'POINT ROAD, ABOUT 2-1/2 MILES WNW OF CATTLE POINT LIGHT, AT THE
 TR2338'SITE OF THE OLD AMERICAN CAMP USED DURING THE AMERICAN OCCUPATION
 TR2338'OF THE SAN JUAN ISLANDS, NEAR THE SE CORNER OF THE U-SHAPED
 TR2338'EARTHWORKS, 17.261 METERS WSW OF THE MONUMENT TO CAPTAIN PICKETT
 TR2338'(PICKETTS MONUMENT, 1943 - SEE DESCRIPTION THEREOF), 10.616
 TR2338'METERS WSW OF THE FLAGPOLE ON THE EARTHWORKS (FLAGPOLE NEAR
 TR2338'PICKETTS MONUMENT, 1943 - SEE DESCRIPTION THEREOF), ON RANGE
 TR2338'WITH BOTH, AND 0.77 METER N OF A WHITE WOODEN WITNESS POST.
 TR2338'STATION MARK IS A BRONZE STATION DISK STAMPED FORT 1897 1950
 TR2338'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 TR2338'WITH THE GROUND.
 TR2338'
 TR2338'R.M. 1 IS NE OF THE STATION, ON THE TOP OF THE MOST E OF THE
 TR2338'FIELD ARTILLERY EMPLACEMENTS ON THE N SIDE OF THE FORT.  IT IS A
 TR2338'BRONZE REFERENCE DISK STAMPED FORT 1897 1950 NO 1 SET IN THE TOP
 TR2338'OF A 6-INCH CONCRETE-FILLED STOVEPIPE WHICH PROJECTS 4 INCHES.
 TR2338'
 TR2338'R.M. 2 IS W OF THE STATION, ON TOP OF A FIELD ARTILLERY
 TR2338'EMPLACEMENT THAT FACES TO THE S.  IT IS A BRONZE REFERENCE DISK
 TR2338'STAMPED FORT 1897 1950 NO 2 SET IN TOP OF A 6-INCH CONCRETE-FILLED
 TR2338'STOVEPIPE WHICH PROJECTS 4 INCHES.
 TR2338
 TR2338                          STATION RECOVERY (1957)
 TR2338
 TR2338'RECOVERY NOTE BY US NAVY 1957 (CDG)
 TR2338'THE STATION MARK, RM 1, RM 2 AND CAPTAIN PICKETTS MONUMENT WERE
 TR2338'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 TR2338
 TR2338                          STATION RECOVERY (1971)
 TR2338
 TR2338'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1971
 TR2338'FORT 1897-1950 GOOD
 TR2338'
 TR2338'RM 1 GOOD
 TR2338'
 TR2338'RM 2 AND PICKETTS MON GOOD
 TR2338'
 TR2338'FLAGPOLE STILL IN, BUT DIDNT MEASURE DIST. TO SEE IF ITS THE SAME
 TR2338'ONE.
 TR2338
 TR2338                          STATION RECOVERY (1995)
 TR2338
 TR2338'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR2338'RECOVERED IN GOOD CONDITION.
 TR2338
 TR2338                          STATION RECOVERY (2003)
 TR2338
 TR2338'RECOVERY NOTE BY US POWER SQUADRON 2003 (KK)
 TR2338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY5267 ***********************************************************************
 SY5267  DESIGNATION -  FORT WARD LIGHT STAND
 SY5267  PID         -  SY5267
 SY5267  STATE/COUNTY-  WA/KITSAP
 SY5267  USGS QUAD   -  BREMERTON EAST (1981)
 SY5267
 SY5267                         *CURRENT SURVEY CONTROL
 SY5267  ___________________________________________________________________
 SY5267* NAD 83(1991)-  47 34 39.45970(N)    122 31 32.97406(W)     ADJUSTED  
 SY5267* NAVD 88     -                                                        
 SY5267  ___________________________________________________________________
 SY5267  LAPLACE CORR-         -11.28  (seconds)                    DEFLEC99
 SY5267  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 SY5267
 SY5267  HORZ ORDER  -  THIRD
 SY5267
 SY5267.The horizontal coordinates were established by classical geodetic methods
 SY5267.and adjusted by the National Geodetic Survey in December 1991..
 SY5267
 SY5267
 SY5267.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY5267
 SY5267.The geoid height was determined by GEOID03.
 SY5267
 SY5267;                    North         East     Units Scale Factor Converg.
 SY5267;SPC WA N     -    65,621.936   372,681.633   MT  0.99998642   -1 15 36.3
 SY5267;SPC WA N     -   215,294.64  1,222,706.32   sFT  0.99998642   -1 15 36.3
 SY5267;UTM  10      - 5,269,465.957   535,658.951   MT  0.99961563   +0 21 00.1
 SY5267
 SY5267                          SUPERSEDED SURVEY CONTROL
 SY5267
 SY5267  NAD 83(1986)-  47 34 39.45350(N)    122 31 32.97961(W) AD(       ) 4
 SY5267  NAD 27      -  47 34 40.10300(N)    122 31 28.50400(W) AD(       ) 3
 SY5267
 SY5267.Superseded values are not recommended for survey control.
 SY5267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY5267.See file dsdata.txt to determine how the superseded data were derived.
 SY5267
 SY5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3565969466(NAD 83)
 SY5267
 SY5267  HISTORY     - Date     Condition        Report By
 SY5267  HISTORY     - 1915     MONUMENTED       CGS
 SY5267  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY5267  HISTORY     - 19960812 MARK NOT FOUND   USPSQD
 SY5267
 SY5267                          STATION DESCRIPTION
 SY5267
 SY5267'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CGQ)
 SY5267'AN IRON PILLAR SUPPORTING AN ELECTRIC LIGHT AND STANDING NEAR OUTER
 SY5267'EDGE OF DOCK.  WILL SHIFT IF DOCK IS CHANGED.
 SY5267
 SY5267                          STATION RECOVERY (1969)
 SY5267
 SY5267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LLB)
 SY5267'LIGHT STAND AT FORT WARD NOT FOUND AND PRESUMED DESTROYED.
 SY5267
 SY5267                          STATION RECOVERY (1996)
 SY5267
 SY5267'RECOVERY NOTE BY US POWER SQUADRON 1996
 SY5267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1622 ***********************************************************************
 TR1622  DESIGNATION -  FORT WORDEN CROSSING SIGN
 TR1622  PID         -  TR1622
 TR1622  STATE/COUNTY-  WA/JEFFERSON
 TR1622  USGS QUAD   -  PORT TOWNSEND NORTH (1973)
 TR1622
 TR1622                         *CURRENT SURVEY CONTROL
 TR1622  ___________________________________________________________________
 TR1622* NAD 83(1991)-  48 08 26.68330(N)    122 45 32.50029(W)     ADJUSTED  
 TR1622* NAVD 88     -                                                        
 TR1622  ___________________________________________________________________
 TR1622  LAPLACE CORR-         -10.17  (seconds)                    DEFLEC99
 TR1622  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 TR1622
 TR1622  HORZ ORDER  -  THIRD
 TR1622
 TR1622.The horizontal coordinates were established by classical geodetic methods
 TR1622.and adjusted by the National Geodetic Survey in December 1991..
 TR1622
 TR1622
 TR1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1622
 TR1622.The geoid height was determined by GEOID03.
 TR1622
 TR1622;                    North         East     Units Scale Factor Converg.
 TR1622;SPC WA N     -   128,623.685   356,708.898   MT  0.99994233   -1 26 01.4
 TR1622;SPC WA N     -   421,992.87  1,170,302.44   sFT  0.99994233   -1 26 01.4
 TR1622;UTM  10      - 5,331,971.756   517,926.485   MT  0.99960395   +0 10 46.1
 TR1622
 TR1622                          SUPERSEDED SURVEY CONTROL
 TR1622
 TR1622  NAD 83(1986)-  48 08 26.68329(N)    122 45 32.50546(W) AD(       ) 4
 TR1622  NAD 27      -  48 08 27.34000(N)    122 45 27.89000(W) AD(       ) 3
 TR1622
 TR1622.Superseded values are not recommended for survey control.
 TR1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1622.See file dsdata.txt to determine how the superseded data were derived.
 TR1622
 TR1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1792631972(NAD 83)
 TR1622
 TR1622  HISTORY     - Date     Condition        Report By
 TR1622  HISTORY     - 1940     MONUMENTED       CGS
 TR1622  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1622  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TR1622
 TR1622                          STATION DESCRIPTION
 TR1622
 TR1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RWK)
 TR1622'ON THE S SIDE OF POINT WILSON, ABOUT 1-1/2 MILES N OF THE CITY OF
 TR1622'PORT TOWNSEND, ABOUT MIDWAY BETWEEN POINT WILSON LIGHTHOUSE AND
 TR1622'THE WHARF AT FORT WORDEN.  A LARGE WHITE CABLE CROSSING SIGN WHICH
 TR1622'FACES E.
 TR1622'
 TR1622'STATION IS AN UNMARKED NATURAL OBJECT LOCATED BY TRIANGULATION
 TR1622'CUTS.
 TR1622
 TR1622                          STATION RECOVERY (1941)
 TR1622
 TR1622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1622'DESTROYED.  SIGN REMOVED AND NOT REPLACED.
 TR1622
 TR1622                          STATION RECOVERY (1942)
 TR1622
 TR1622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CP)
 TR1622'THIS SIGN HAS BEEN DESTROYED.  SHOULD BE DELETED FROM THE RECORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1618 ***********************************************************************
 TR1618  DESIGNATION -  FORT WORDEN FLAGPOLE
 TR1618  PID         -  TR1618
 TR1618  STATE/COUNTY-  WA/JEFFERSON
 TR1618  USGS QUAD   -  PORT TOWNSEND NORTH (1973)
 TR1618
 TR1618                         *CURRENT SURVEY CONTROL
 TR1618  ___________________________________________________________________
 TR1618* NAD 83(1991)-  48 08 06.61055(N)    122 45 48.47058(W)     ADJUSTED  
 TR1618* NAVD 88     -                                                        
 TR1618  ___________________________________________________________________
 TR1618  LAPLACE CORR-         -10.24  (seconds)                    DEFLEC99
 TR1618  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 TR1618
 TR1618  HORZ ORDER  -  THIRD
 TR1618
 TR1618.The horizontal coordinates were established by classical geodetic methods
 TR1618.and adjusted by the National Geodetic Survey in December 1991..
 TR1618
 TR1618
 TR1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1618
 TR1618.The geoid height was determined by GEOID03.
 TR1618
 TR1618;                    North         East     Units Scale Factor Converg.
 TR1618;SPC WA N     -   128,012.200   356,363.322   MT  0.99994230   -1 26 13.3
 TR1618;SPC WA N     -   419,986.69  1,169,168.67   sFT  0.99994230   -1 26 13.3
 TR1618;UTM  10      - 5,331,350.994   517,598.372   MT  0.99960381   +0 10 34.2
 TR1618
 TR1618                          SUPERSEDED SURVEY CONTROL
 TR1618
 TR1618  NAD 83(1986)-  48 08 06.61052(N)    122 45 48.47576(W) AD(       ) 4
 TR1618  NAD 27      -  48 08 07.28000(N)    122 45 43.86200(W) AD(       ) 3
 TR1618
 TR1618.Superseded values are not recommended for survey control.
 TR1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1618.See file dsdata.txt to determine how the superseded data were derived.
 TR1618
 TR1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1759831351(NAD 83)
 TR1618
 TR1618  HISTORY     - Date     Condition        Report By
 TR1618  HISTORY     - 1941     MONUMENTED       CGS
 TR1618  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1618
 TR1618                          STATION DESCRIPTION
 TR1618
 TR1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1618'STATION IS THE TIP OF THE TALL, TWO-SECTION FLAGPOLE AT FORT
 TR1618'WORDEN.  IT IS ON ELEVATED GROUND, JUST NE OF BUILDING WITH THE
 TR1618'LEGEND H.Q. BATTERY 14TH. C.A.
 TR1618'
 TR1618'LOCATED BY INTERSECTION.
 TR1618
 TR1618                          STATION RECOVERY (1962)
 TR1618
 TR1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1618'THE STATION HAS BEEN DESTROYED.  THE FLAGPOLE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1627 ***********************************************************************
 TR1627  DESIGNATION -  FORT WORDEN NW RADIO POLE
 TR1627  PID         -  TR1627
 TR1627  STATE/COUNTY-  WA/JEFFERSON
 TR1627  USGS QUAD   -  PORT TOWNSEND NORTH (1973)
 TR1627
 TR1627                         *CURRENT SURVEY CONTROL
 TR1627  ___________________________________________________________________
 TR1627* NAD 83(1991)-  48 08 23.15290(N)    122 46 04.52454(W)     ADJUSTED  
 TR1627* NAVD 88     -                                                        
 TR1627  ___________________________________________________________________
 TR1627  LAPLACE CORR-         -10.04  (seconds)                    DEFLEC99
 TR1627  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 TR1627
 TR1627  HORZ ORDER  -  THIRD
 TR1627
 TR1627.The horizontal coordinates were established by classical geodetic methods
 TR1627.and adjusted by the National Geodetic Survey in December 1991..
 TR1627
 TR1627
 TR1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1627
 TR1627.The geoid height was determined by GEOID03.
 TR1627
 TR1627;                    North         East     Units Scale Factor Converg.
 TR1627;SPC WA N     -   128,531.284   356,044.372   MT  0.99994233   -1 26 25.2
 TR1627;SPC WA N     -   421,689.72  1,168,122.24   sFT  0.99994233   -1 26 25.2
 TR1627;UTM  10      - 5,331,860.721   517,265.048   MT  0.99960366   +0 10 22.2
 TR1627
 TR1627                          SUPERSEDED SURVEY CONTROL
 TR1627
 TR1627  NAD 83(1986)-  48 08 23.15336(N)    122 46 04.52977(W) AD(       ) 4
 TR1627  NAD 27      -  48 08 23.82400(N)    122 45 59.91100(W) AD(       ) 3
 TR1627
 TR1627.Superseded values are not recommended for survey control.
 TR1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1627.See file dsdata.txt to determine how the superseded data were derived.
 TR1627
 TR1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1726531861(NAD 83)
 TR1627
 TR1627  HISTORY     - Date     Condition        Report By
 TR1627  HISTORY     - 1940     MONUMENTED       CGS
 TR1627  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1627  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1627
 TR1627                          STATION DESCRIPTION
 TR1627
 TR1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RWK)
 TR1627'IN FORT WORDEN, ON TOP OF THE BLUFF OVERLOOKING THE STRAIT OF JUAN
 TR1627'DE FUCA, THE TWO HIGHER OF THREE STEEL RADIO POLES, PAINTED
 TR1627'ALTERNATELY RED AND WHITE.  THESE POLES ARE ILLUMINATED AT NIGHT.
 TR1627
 TR1627                          STATION RECOVERY (1941)
 TR1627
 TR1627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1627'NORTHWESTERLY OF TWO TALL RADIO POLES ON TOP OF HILL AT FORT
 TR1627'WORDEN, WASHINGTON.
 TR1627'
 TR1627'THIS IS AN INTERSECTION STATION.
 TR1627
 TR1627                          STATION RECOVERY (1962)
 TR1627
 TR1627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1627'THE STATION IS LOST.  THERE ARE NO STEEL RADIO POLES IN THE
 TR1627'DESCRIBED LOCALITY OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1626 ***********************************************************************
 TR1626  DESIGNATION -  FORT WORDEN SE RADIO POLE
 TR1626  PID         -  TR1626
 TR1626  STATE/COUNTY-  WA/JEFFERSON
 TR1626  USGS QUAD   -  PORT TOWNSEND NORTH (1973)
 TR1626
 TR1626                         *CURRENT SURVEY CONTROL
 TR1626  ___________________________________________________________________
 TR1626* NAD 83(1991)-  48 08 21.38491(N)    122 46 00.43913(W)     ADJUSTED  
 TR1626* NAVD 88     -                                                        
 TR1626  ___________________________________________________________________
 TR1626  LAPLACE CORR-         -10.07  (seconds)                    DEFLEC99
 TR1626  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 TR1626
 TR1626  HORZ ORDER  -  THIRD
 TR1626
 TR1626.The horizontal coordinates were established by classical geodetic methods
 TR1626.and adjusted by the National Geodetic Survey in December 1991..
 TR1626
 TR1626
 TR1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1626
 TR1626.The geoid height was determined by GEOID03.
 TR1626
 TR1626;                    North         East     Units Scale Factor Converg.
 TR1626;SPC WA N     -   128,474.575   356,127.427   MT  0.99994232   -1 26 22.2
 TR1626;SPC WA N     -   421,503.67  1,168,394.73   sFT  0.99994232   -1 26 22.2
 TR1626;UTM  10      - 5,331,806.391   517,349.638   MT  0.99960370   +0 10 25.3
 TR1626
 TR1626                          SUPERSEDED SURVEY CONTROL
 TR1626
 TR1626  NAD 83(1986)-  48 08 21.38524(N)    122 46 00.44450(W) AD(       ) 4
 TR1626  NAD 27      -  48 08 22.05500(N)    122 45 55.82800(W) AD(       ) 3
 TR1626
 TR1626.Superseded values are not recommended for survey control.
 TR1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1626.See file dsdata.txt to determine how the superseded data were derived.
 TR1626
 TR1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1735031806(NAD 83)
 TR1626
 TR1626  HISTORY     - Date     Condition        Report By
 TR1626  HISTORY     - 1940     MONUMENTED       CGS
 TR1626  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1626  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1626
 TR1626                          STATION DESCRIPTION
 TR1626
 TR1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RWK)
 TR1626'IN FORT WORDEN, ON TOP OF THE BLUFF OVERLOOKING THE STRAIT OF JUAN
 TR1626'DE FUCA, THE TWO HIGHEST OF THREE STEEL RADIO POLES, PAINTED
 TR1626'ALTERNATELY RED AND WHITE.  THESE POLES ARE ILLUMINATED AT NIGHT.
 TR1626
 TR1626                          STATION RECOVERY (1941)
 TR1626
 TR1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1626'SOUTHEASTERLY OF TWO TALL RADIO POLES ON TOP OF HILL AT FORT
 TR1626'WORDEN, WASHINGTON.
 TR1626'
 TR1626'THIS IS AN INTERSECTION STATION.
 TR1626
 TR1626                          STATION RECOVERY (1962)
 TR1626
 TR1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1626'THE STATION IS LOST.  THERE IS NO STEEL RADIO POLE IN THE DESCRIBED
 TR1626'LOCALITY OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1767 ***********************************************************************
 TR1767  DESIGNATION -  FORTRESS RESET
 TR1767  PID         -  TR1767
 TR1767  STATE/COUNTY-  WA/SAN JUAN
 TR1767  USGS QUAD   -  LOPEZ PASS (1973)
 TR1767
 TR1767                         *CURRENT SURVEY CONTROL
 TR1767  ___________________________________________________________________
 TR1767* NAD 83(1991)-  48 27 54.78087(N)    122 50 18.42941(W)     ADJUSTED  
 TR1767* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1767  ___________________________________________________________________
 TR1767  LAPLACE CORR-          -7.84  (seconds)                    DEFLEC99
 TR1767  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TR1767
 TR1767  HORZ ORDER  -  SECOND
 TR1767
 TR1767.The horizontal coordinates were established by classical geodetic methods
 TR1767.and adjusted by the National Geodetic Survey in December 1991..
 TR1767
 TR1767.The orthometric height was scaled from a topographic map.
 TR1767
 TR1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1767
 TR1767.The geoid height was determined by GEOID03.
 TR1767
 TR1767;                    North         East     Units Scale Factor Converg.
 TR1767;SPC WA N     -   164,840.535   351,740.122   MT  0.99996061   -1 29 34.3
 TR1767;SPC WA N     -   540,814.32  1,154,000.72   sFT  0.99996061   -1 29 34.3
 TR1767;UTM  10      - 5,368,021.857   511,941.965   MT  0.99960175   +0 07 15.3
 TR1767
 TR1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1767!SPC WA N     -   1.00000291  x   0.99996061  =   0.99996352
 TR1767!UTM  10      -   1.00000291  x   0.99960175  =   0.99960466
 TR1767
 TR1767:                Primary Azimuth Mark                     Grid Az
 TR1767:SPC WA N     -  LOPEZ SOUND WHITE TELE POLE              112 01 49.5
 TR1767:UTM  10      -  LOPEZ SOUND WHITE TELE POLE              110 24 59.9
 TR1767
 TR1767|---------------------------------------------------------------------|
 TR1767| PID    Reference Object                     Distance      Geod. Az  |
 TR1767|                                                           dddmmss.s |
 TR1767| TR1773 LOPEZ SOUND WHITE TELE POLE         APPROX. 1.5 KM 1103215.2 |
 TR1767| TR1770 CHUTE                               APPROX. 1.2 KM 1582815.4 |
 TR1767| CF8736 FORTRESS RM 1                         3.815 METERS 19710     |
 TR1767| TR1756 HUNTER BAY GABLE                    APPROX. 1.7 KM 2410809.0 |
 TR1767| CF8737 FORTRESS RM 2                         5.235 METERS 27803     |
 TR1767| TR1759 PLOW                                APPROX. 2.6 KM 3322306.2 |
 TR1767|---------------------------------------------------------------------|
 TR1767
 TR1767                          SUPERSEDED SURVEY CONTROL
 TR1767
 TR1767  NAD 83(1986)-  48 27 54.78382(N)    122 50 18.43352(W) AD(       ) 2
 TR1767  NAD 27      -  48 27 55.41500(N)    122 50 13.79300(W) AD(       ) 2
 TR1767
 TR1767.Superseded values are not recommended for survey control.
 TR1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1767.See file dsdata.txt to determine how the superseded data were derived.
 TR1767
 TR1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1194268022(NAD 83)
 TR1767
 TR1767  HISTORY     - Date     Condition        Report By
 TR1767  HISTORY     - 1889     MONUMENTED       CGS
 TR1767  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1767  HISTORY     - 1965     SEE DESCRIPTION  LOCENG
 TR1767
 TR1767                          STATION DESCRIPTION
 TR1767
 TR1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (JJG)
 TR1767'STATION IS ON THE LARGE FORTRESS-LIKE ROCK IN THE MIDDLE OF LOPEZ
 TR1767'SOUND NEAR THE ENTRANCE OF MUD BAY, ON A LEVEL PLACE ON THE
 TR1767'HIGHEST POINT OF ROCK.
 TR1767'
 TR1767'STATION IS MARKED BY A 1/2-INCH HOLE 1-1/2 INCHES DEEP IN SOLID
 TR1767'ROCK.
 TR1767
 TR1767                          STATION RECOVERY (1939)
 TR1767
 TR1767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (CAE)
 TR1767'THE STATION IS ON THE FORTRESS-LIKE ROCK IN THE MIDDLE OF LOPEZ
 TR1767'SOUND, NEAR THE ENTRANCE TO MUD BAY.  THE ROCK IS BARE OF TREES
 TR1767'AND IS ABOUT 60 FEET IN HEIGHT, THE STATION BEING THE HIGHEST PART
 TR1767'IN THE FLAT SURFACE OF BEDROCK.
 TR1767'
 TR1767'THE OLD DRILL HOLE WAS RECOVERED AND A STANDARD DISK SUNK AND
 TR1767'CEMENTED IN THE HOLE AND STAMPED FORTRESS 1889-1939.
 TR1767'
 TR1767'REFERENCE MARK NO.1 IS S BY W OF THE STATION AND STAMPED
 TR1767'FORTRESS 1889-1939-NO.1.
 TR1767'
 TR1767'REFERENCE MARK NO.2 IS W BY N OF THE STATION AND STAMPED FORTRESS
 TR1767'1889-1939-NO.2.
 TR1767
 TR1767                          STATION RECOVERY (1965)
 TR1767
 TR1767'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 TR1767'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TR1767'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0805 ***********************************************************************
 SD0805  DESIGNATION -  FORTY 1929
 SD0805  PID         -  SD0805
 SD0805  STATE/COUNTY-  WA/JEFFERSON
 SD0805  USGS QUAD   -  TOLEAK POINT (1982)
 SD0805
 SD0805                         *CURRENT SURVEY CONTROL
 SD0805  ___________________________________________________________________
 SD0805* NAD 83(1991)-  47 48 19.22940(N)    124 31 53.92426(W)     ADJUSTED  
 SD0805* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SD0805  ___________________________________________________________________
 SD0805  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 SD0805  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SD0805
 SD0805  HORZ ORDER  -  THIRD
 SD0805
 SD0805.The horizontal coordinates were established by classical geodetic methods
 SD0805.and adjusted by the National Geodetic Survey in December 1991..
 SD0805
 SD0805.The orthometric height was scaled from a topographic map.
 SD0805
 SD0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0805
 SD0805.The geoid height was determined by GEOID03.
 SD0805
 SD0805;                    North         East     Units Scale Factor Converg.
 SD0805;SPC WA N     -    96,194.221   223,094.022   MT  0.99995706   -2 45 12.5
 SD0805;SPC WA N     -   315,597.21    731,934.30   sFT  0.99995706   -2 45 12.5
 SD0805;UTM  10      - 5,295,800.877   385,318.298   MT  0.99976161   -1 08 05.5
 SD0805
 SD0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SD0805!SPC WA N     -   1.00000337  x   0.99995706  =   0.99996043
 SD0805!UTM  10      -   1.00000337  x   0.99976161  =   0.99976498
 SD0805
 SD0805:                Primary Azimuth Mark                     Grid Az
 SD0805:SPC WA N     -  TOL 1929                                 348 28 04.0
 SD0805:UTM  10      -  TOL 1929                                 346 50 57.0
 SD0805
 SD0805|---------------------------------------------------------------------|
 SD0805| PID    Reference Object                     Distance      Geod. Az  |
 SD0805|                                                           dddmmss.s |
 SD0805| SD0806 TOL 1929                            APPROX. 3.3 KM 3454251.5 |
 SD0805|---------------------------------------------------------------------|
 SD0805
 SD0805                          SUPERSEDED SURVEY CONTROL
 SD0805
 SD0805  NAD 83(1986)-  47 48 19.22397(N)    124 31 53.93672(W) AD(       ) 3
 SD0805  NAD 27      -  47 48 20.08000(N)    124 31 48.91300(W) AD(       ) 3
 SD0805
 SD0805.Superseded values are not recommended for survey control.
 SD0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0805.See file dsdata.txt to determine how the superseded data were derived.
 SD0805
 SD0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCT8531895801(NAD 83)
 SD0805
 SD0805  HISTORY     - Date     Condition        Report By
 SD0805  HISTORY     - 1929     MONUMENTED       CGS
 SD0805
 SD0805                          STATION DESCRIPTION
 SD0805
 SD0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RDH)
 SD0805'THE STATION IS A HYDROGRAPHIC STATION MARK (IN LIEU OF A
 SD0805'TRIANGULATION STATION MARK) CEMENTED IN THE TOP OF THE HIGHEST POINT
 SD0805'ON THE SEAWARD END OF THE 44-FOOT ROCK ABOUT 1-1/4 MILES NW OF
 SD0805'ALEXANDER ISLAND.
 SD0805'
 SD0805'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3019 ***********************************************************************
 SY3019  DESIGNATION -  FOS
 SY3019  PID         -  SY3019
 SY3019  STATE/COUNTY-  WA/PIERCE
 SY3019  USGS QUAD   -  STEILACOOM (1994)
 SY3019
 SY3019                         *CURRENT SURVEY CONTROL
 SY3019  ___________________________________________________________________
 SY3019* NAD 83(1991)-  47 14 11.96622(N)    122 35 21.58073(W)     ADJUSTED  
 SY3019* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY3019  ___________________________________________________________________
 SY3019  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 SY3019  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 SY3019
 SY3019  HORZ ORDER  -  SECOND
 SY3019
 SY3019.The horizontal coordinates were established by classical geodetic methods
 SY3019.and adjusted by the National Geodetic Survey in December 1991..
 SY3019
 SY3019.The orthometric height was scaled from a topographic map.
 SY3019
 SY3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3019
 SY3019.The geoid height was determined by GEOID03.
 SY3019
 SY3019;                    North         East     Units Scale Factor Converg.
 SY3019;SPC WA S     -   213,657.129   341,818.863   MT  0.99997932   -1 31 03.6
 SY3019;SPC WA S     -   700,973.43  1,121,450.72   sFT  0.99997932   -1 31 03.6
 SY3019;UTM  10      - 5,231,545.306   531,083.429   MT  0.99961187   +0 18 05.4
 SY3019
 SY3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3019!SPC WA S     -   1.00000291  x   0.99997932  =   0.99998223
 SY3019!UTM  10      -   1.00000291  x   0.99961187  =   0.99961478
 SY3019
 SY3019|---------------------------------------------------------------------|
 SY3019| PID    Reference Object                     Distance      Geod. Az  |
 SY3019|                                                           dddmmss.s |
 SY3019| SY3044 FOS 1924 RM 1                         6.802 METERS 19845     |
 SY3019| CE4034 FOS RM 2                             14.779 METERS 30945     |
 SY3019| SY2936 GIB                                 APPROX. 2.1 KM 3595624.7 |
 SY3019|---------------------------------------------------------------------|
 SY3019
 SY3019                          SUPERSEDED SURVEY CONTROL
 SY3019
 SY3019  NAD 83(1986)-  47 14 11.96119(N)    122 35 21.59102(W) AD(       ) 2
 SY3019  NAD 27      -  47 14 12.60400(N)    122 35 17.14000(W) AD(       ) 2
 SY3019
 SY3019.Superseded values are not recommended for survey control.
 SY3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3019.See file dsdata.txt to determine how the superseded data were derived.
 SY3019
 SY3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3108331545(NAD 83)
 SY3019_MARKER: DS = TRIANGULATION STATION DISK
 SY3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3019
 SY3019  HISTORY     - Date     Condition        Report By
 SY3019  HISTORY     - 1924     MONUMENTED       CGS
 SY3019  HISTORY     - 1935     SEE DESCRIPTION  CGS
 SY3019
 SY3019                          STATION DESCRIPTION
 SY3019
 SY3019'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (AHW)
 SY3019'STATION IS SITUATED ON NE CORNER OF FOX ISLAND ON THE BEACH AND
 SY3019'COVERED BY ABOUT 2 FEET OF WATER AT HIGH TIDE.  IT IS LOCATED AT
 SY3019'THE ENTRANCE TO HALE PASSAGE.  THE STATION IS ABOUT 25 FEET FROM
 SY3019'THE EDGE OF A 20-FOOT HIGH CLAY BLUFF.
 SY3019'
 SY3019'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 SY3019'CONCRETE.
 SY3019'
 SY3019'THERE ARE 2 REFERENCE MARKS ON EITHER SIDE OF THE STATION AND
 SY3019'LOCATED AT THE FOOT OF THE CLAY BLUFF.
 SY3019'
 SY3019'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.88 METERS.
 SY3019
 SY3019                          STATION RECOVERY (1935)
 SY3019
 SY3019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3019'STATION DESTROYED BY BEACH EROSION.
 SY3019'
 SY3019'FOUND BROKEN SECTIONS OF MONUMENT CONTAINING STATION TABLET
 SY3019'BURIED SEVERAL FEET BENEATH THE SURFACE.
 SY3019'
 SY3019'REFERENCE MARK NO.1 RECOVERED INTACT AND IN POSITION.
 SY3019'
 SY3019'REFERENCE MARK NO.2 NOT FOUND.
 SY3019'
 SY3019'ESTABLISHED NEW STATION FOS 2 - 1935 VERY NEARLY IN THE POSITION
 SY3019'OF THE OLD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3017 ***********************************************************************
 SY3017  DESIGNATION -  FOS 2
 SY3017  PID         -  SY3017
 SY3017  STATE/COUNTY-  WA/PIERCE
 SY3017  USGS QUAD   -  STEILACOOM (1994)
 SY3017
 SY3017                         *CURRENT SURVEY CONTROL
 SY3017  ___________________________________________________________________
 SY3017* NAD 83(1991)-  47 14 11.96290(N)    122 35 21.58057(W)     ADJUSTED  
 SY3017* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY3017  ___________________________________________________________________
 SY3017  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 SY3017  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 SY3017
 SY3017  HORZ ORDER  -  SECOND
 SY3017
 SY3017.The horizontal coordinates were established by classical geodetic methods
 SY3017.and adjusted by the National Geodetic Survey in December 1991..
 SY3017
 SY3017.The orthometric height was scaled from a topographic map.
 SY3017
 SY3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3017
 SY3017.The geoid height was determined by GEOID03.
 SY3017
 SY3017;                    North         East     Units Scale Factor Converg.
 SY3017;SPC WA S     -   213,657.027   341,818.863   MT  0.99997932   -1 31 03.6
 SY3017;SPC WA S     -   700,973.10  1,121,450.72   sFT  0.99997932   -1 31 03.6
 SY3017;UTM  10      - 5,231,545.203   531,083.433   MT  0.99961187   +0 18 05.4
 SY3017
 SY3017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3017!SPC WA S     -   1.00000291  x   0.99997932  =   0.99998223
 SY3017!UTM  10      -   1.00000291  x   0.99961187  =   0.99961478
 SY3017
 SY3017|---------------------------------------------------------------------|
 SY3017| PID    Reference Object                     Distance      Geod. Az  |
 SY3017|                                                           dddmmss.s |
 SY3017| SY3044 FOS 1924 RM 1                         6.706 METERS 19903     |
 SY3017| CE4035 FOS 2 RM 2                           33.000 METERS 32512     |
 SY3017| SY2936 GIB                                 APPROX. 2.1 KM 3595624.4 |
 SY3017|---------------------------------------------------------------------|
 SY3017
 SY3017                          SUPERSEDED SURVEY CONTROL
 SY3017
 SY3017  NAD 83(1986)-  47 14 11.95783(N)    122 35 21.59088(W) AD(       ) 2
 SY3017  NAD 27      -  47 14 12.60300(N)    122 35 17.13900(W) AD(       ) 2
 SY3017
 SY3017.Superseded values are not recommended for survey control.
 SY3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3017.See file dsdata.txt to determine how the superseded data were derived.
 SY3017
 SY3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3108331545(NAD 83)
 SY3017_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY3017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3017
 SY3017  HISTORY     - Date     Condition        Report By
 SY3017  HISTORY     - 1935     MONUMENTED       CGS
 SY3017  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY3017
 SY3017                          STATION DESCRIPTION
 SY3017
 SY3017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY3017'STATION IS LOCATED IN PUGET SOUND ON THE NE CORNER OF FOX ISLAND THE
 SY3017'SE ENTRANCE POINT TO HALE PASSAGE, ON A FINE SAND BEACH POINT,
 SY3017'ABOUT 2 FEET BELOW HIGH WATER.  STATION MONUMENT WAS SET FLUSH WITH
 SY3017'SURFACE OF BEACH, AND ABOUT 10 METERS FROM A PROMINENT, BARE BLUFF,
 SY3017'ABOUT 40 FEET HIGH.  BEACH IS SUBJECT TO ACCRETION, HENCE STATION
 SY3017'MAY AGAIN BE DEEPLY COVERED IN THE FUTURE.
 SY3017'
 SY3017'STATION IS A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED IN
 SY3017'NOTE 1A.
 SY3017'
 SY3017'REFERENCE MARKS ARE MARKED, AS DESCRIBED IN NOTE 12C, BY STANDARD
 SY3017'BRONZE DISKS SET IN BOULDERS DEEPLY EMBEDDED IN THE SAND AND
 SY3017'PROJECTING ONLY A FEW INCHES ABOVE SURFACE.
 SY3017
 SY3017                          STATION RECOVERY (1966)
 SY3017
 SY3017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY3017'THE STATION MARK, REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 WERE
 SY3017'NOT FOUND, ALTHOUGH IT IS VERY POSSIBLE THEY ARE JUST BURIED IN THE
 SY3017'SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1742 ***********************************************************************
 SY1742  DESIGNATION -  FOSSE
 SY1742  PID         -  SY1742
 SY1742  STATE/COUNTY-  WA/MASON
 SY1742  USGS QUAD   -  SHELTON (1981)
 SY1742
 SY1742                         *CURRENT SURVEY CONTROL
 SY1742  ___________________________________________________________________
 SY1742* NAD 83(1991)-  47 12 16.02330(N)    123 00 16.98843(W)     ADJUSTED  
 SY1742* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SY1742  ___________________________________________________________________
 SY1742  LAPLACE CORR-          -8.15  (seconds)                    DEFLEC99
 SY1742  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SY1742
 SY1742  HORZ ORDER  -  THIRD
 SY1742
 SY1742.The horizontal coordinates were established by classical geodetic methods
 SY1742.and adjusted by the National Geodetic Survey in December 1991..
 SY1742
 SY1742.The orthometric height was scaled from a topographic map.
 SY1742
 SY1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1742
 SY1742.The geoid height was determined by GEOID03.
 SY1742
 SY1742;                    North         East     Units Scale Factor Converg.
 SY1742;SPC WA S     -   210,994.293   310,265.999   MT  0.99997306   -1 49 09.9
 SY1742;SPC WA S     -   692,237.11  1,017,931.03   sFT  0.99997306   -1 49 09.9
 SY1742;UTM  10      - 5,227,884.417   499,642.606   MT  0.99960000   -0 00 12.5
 SY1742
 SY1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1742!SPC WA S     -   1.00000309  x   0.99997306  =   0.99997615
 SY1742!UTM  10      -   1.00000309  x   0.99960000  =   0.99960309
 SY1742
 SY1742|---------------------------------------------------------------------|
 SY1742| PID    Reference Object                     Distance      Geod. Az  |
 SY1742|                                                           dddmmss.s |
 SY1742| SY1735 DIME                                377.613 METERS 02524     |
 SY1742| DD9700 FOSSE WM                              1.650 METERS 12100     |
 SY1742| DD9698 FOSSE RM 1                           12.842 METERS 15305     |
 SY1742| DD9699 FOSSE RM 2                            7.398 METERS 24540     |
 SY1742| SY1747 ALUM                                440.274 METERS 2704529.3 |
 SY1742|---------------------------------------------------------------------|
 SY1742
 SY1742                          SUPERSEDED SURVEY CONTROL
 SY1742
 SY1742  NAD 83(1986)-  47 12 16.02175(N)    123 00 16.99592(W) AD(       ) 3
 SY1742  NAD 27      -  47 12 16.67200(N)    123 00 12.47700(W) AD(       ) 3
 SY1742
 SY1742.Superseded values are not recommended for survey control.
 SY1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1742.See file dsdata.txt to determine how the superseded data were derived.
 SY1742
 SY1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT9964327884(NAD 83)
 SY1742_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1742
 SY1742  HISTORY     - Date     Condition        Report By
 SY1742  HISTORY     - 1936     MONUMENTED       CGS
 SY1742  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1742
 SY1742                          STATION DESCRIPTION
 SY1742
 SY1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (GCJ)
 SY1742'STATION IS LOCATED ON THE S SIDE OF THE INLET AT THE OUTER END OF
 SY1742'WHAT IS KNOWN AS SKOOKUM POINT.  THE STATION IS 5-1/2 FEET W OF
 SY1742'THE EDGE OF THE BLUFF.  IT PROJECTS ABOUT 2 INCHES ABOVE THE
 SY1742'SURFACE.
 SY1742'
 SY1742'SURFACE, UNDERGROUND, AND REFERENCE MARKS NO.1 AND NO.2 ARE
 SY1742'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 SY1742'7A, AND 11A.
 SY1742'
 SY1742'REFERENCE MARK NO.1 IS SET S OF THE STATION ABOUT 5 FEET IN
 SY1742'FROM THE BLUFF LINE.  IT PROJECTS ABOUT 2 INCHES.  THERE IS A
 SY1742'14-INCH FIR 9 FEET N OF IT AND A 6-INCH FIR STANDS ABOUT 4 FEET
 SY1742'W OF THE MARK.
 SY1742'
 SY1742'REFERENCE MARK NO.2 IS SET W OF THE STATION AND PROJECTS ABOUT
 SY1742'3 INCHES ABOVE THE SURFACE.
 SY1742
 SY1742                          STATION RECOVERY (1967)
 SY1742
 SY1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1742'NO MARKS WERE RECOVERED AFTER AN HOUR SEARCH.  THEY ARE PROBABLY
 SY1742'STILL IN PLACE BUT COVERED WITH BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1901 ***********************************************************************
 TR1901  DESIGNATION -  FOSSE 1939
 TR1901  PID         -  TR1901
 TR1901  STATE/COUNTY-  WA/SKAGIT
 TR1901  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1901
 TR1901                         *CURRENT SURVEY CONTROL
 TR1901  ___________________________________________________________________
 TR1901* NAD 83(1991)-  48 34 04.44693(N)    122 31 27.46705(W)     ADJUSTED  
 TR1901* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1901  ___________________________________________________________________
 TR1901  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 TR1901  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 TR1901
 TR1901  HORZ ORDER  -  SECOND
 TR1901
 TR1901.The horizontal coordinates were established by classical geodetic methods
 TR1901.and adjusted by the National Geodetic Survey in December 1991..
 TR1901
 TR1901.The orthometric height was scaled from a topographic map.
 TR1901
 TR1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1901
 TR1901.The geoid height was determined by GEOID03.
 TR1901
 TR1901;                    North         East     Units Scale Factor Converg.
 TR1901;SPC WA N     -   175,698.179   375,215.831   MT  0.99997309   -1 15 32.2
 TR1901;SPC WA N     -   576,436.44  1,231,020.61   sFT  0.99997309   -1 15 32.2
 TR1901;UTM  10      - 5,379,532.526   535,094.097   MT  0.99961513   +0 21 24.0
 TR1901
 TR1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1901!SPC WA N     -   1.00000309  x   0.99997309  =   0.99997618
 TR1901!UTM  10      -   1.00000309  x   0.99961513  =   0.99961821
 TR1901
 TR1901|---------------------------------------------------------------------|
 TR1901| PID    Reference Object                     Distance      Geod. Az  |
 TR1901|                                                           dddmmss.s |
 TR1901| CR8038 FOSSE RM 1                           33.059 METERS 00205     |
 TR1901| TR0972 MT ERIE MICRO TOWER                 APPROX.14.8 KM 2104329.5 |
 TR1901| CR8039 FOSSE RM 2                           19.664 METERS 31130     |
 TR1901|---------------------------------------------------------------------|
 TR1901
 TR1901                          SUPERSEDED SURVEY CONTROL
 TR1901
 TR1901  NAD 83(1986)-  48 34 04.45071(N)    122 31 27.47274(W) AD(       ) 2
 TR1901  NAD 83(1986)-  48 34 04.45072(N)    122 31 27.47360(W) AD(       ) 3
 TR1901  NAD 27      -  48 34 05.06300(N)    122 31 22.86900(W) AD(       ) 3
 TR1901
 TR1901.Superseded values are not recommended for survey control.
 TR1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1901.See file dsdata.txt to determine how the superseded data were derived.
 TR1901
 TR1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3509479533(NAD 83)
 TR1901_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1901_SETTING: 80 = SET IN A BOULDER
 TR1901_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TR1901_MAGNETIC: N = NO MAGNETIC MATERIAL
 TR1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR1901+STABILITY: SURFACE MOTION
 TR1901
 TR1901  HISTORY     - Date     Condition        Report By
 TR1901  HISTORY     - 1939     MONUMENTED       CGS
 TR1901  HISTORY     - 1950     MARK NOT FOUND   CGS
 TR1901  HISTORY     - 1973     MARK NOT FOUND   USGS
 TR1901  HISTORY     - 1984     GOOD             NOS
 TR1901
 TR1901                          STATION DESCRIPTION
 TR1901
 TR1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1901'ON THE SW SIDE OF SAMISH ISLAND ABOUT 1-1/4 MILES E OF THE GRAVEL
 TR1901'SPIT MAKING OFF FROM WILLIAM POINT, ABOUT 17 METERS SW OF THE BLUFF
 TR1901'LINE, ABOUT 14 METERS SW OF THE HIGH-WATER LINE, ON THE TOP OF A
 TR1901'5-TON GRANITE BOULDER (THE LARGEST OF A GROUP OF TWO LARGE AND HALF
 TR1901'A DOZEN SMALLER BOULDERS), ABOUT 3 FEET ABOVE THE GRAVEL BEACH AND
 TR1901'BEARING 1 FOOT AT HIGH WATER.  STATION IS MARKED
 TR1901'BY A STANDARD DISK, STAMPED FOSSE 1939 CEMENTED INTO A DRILL
 TR1901'HOLE.  NO REFERENCE MARKS WERE ESTABLISHED.
 TR1901
 TR1901                          STATION RECOVERY (1950)
 TR1901
 TR1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR1901'STATION NOT RECOVERED.  A THOROUGH SEARCH WAS MADE ALONG ABOUT 1
 TR1901'MI. OF THE BEACH, BUT THE STATION WAS NOT FOUND.
 TR1901
 TR1901                          STATION RECOVERY (1973)
 TR1901
 TR1901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR1901'THE DESCRIPTION ISNT REAL EXACT BUT I LOOKED AT ALL THE BOULDERS
 TR1901'IN THE AREA DESCRIBED BUT COULD NOT FIND THE MARK.
 TR1901
 TR1901                          STATION RECOVERY (1984)
 TR1901
 TR1901'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (RBM)
 TR1901'THE STATION WAS RECOVERED AT THIS DATE.
 TR1901'THE STATION WAS RECOVERED IN GOOD CONDITION. TWO REFERENCE MARKS
 TR1901'WERE ESTABLISHED AT THIS TIME.
 TR1901'
 TR1901'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTHEAST OF THE TOWN OF
 TR1901'ANACORTES, 6.5 KM (4 MILES) WEST OF THE TOWN OF EDISON,
 TR1901'3.2 KM (2 MI) SOUTHEAST OF WILLIAM POINT OF THE NORTHWEST TIP OF
 TR1901'SAMISH ISLAND, ON THE SOUTH SHORE OF SAMISH ISLAND AND ON A SAND
 TR1901'AND BOULDER BEACH OF PADILLA BAY.
 TR1901'
 TR1901'TO REACH THE STATION FROM THE TOWN OF EDISON, GO
 TR1901'SOUTH FOR 0.4 KM (0.25 MI) ON THE MAIN ROAD (STATE HWY 237)
 TR1901'TURN RIGHT AND GO WEST FOR 2.7 KM (1.7 MI) ON THE BAYVIEW-EDISON RD,
 TR1901'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 3.7 KM (2.3 MI) ON SAMISH
 TR1901'ISLAND  RD.
 TR1901'TURN LEFT AND GO NORTHWEST FOR 1.9 KM (1.2 MI) ON SAMISH ISLAND RD
 TR1901'TO MAILBOX NO. 829 (CHRISTENSEN) AND THE END OF TRUCK TRAVEL. PACK
 TR1901'SOUTHWEST ACROSS THE ROAD TO THE START OF A TRAIL THAT LEADS
 TR1901'DOWNHILL TO THE BEACH AND TO THE STATION ABOUT 21 METERS SOUTHWEST
 TR1901'OF THE FOOT OF THE TRAIL ON THE LARGEST BOULDER ON THE BEACH IN THE
 TR1901'IMMEDIATE VICINITY.
 TR1901'
 TR1901'THE STATION IS A STANDARD CGS DISK
 TR1901'STAMPED---FOSSE 1939---,
 TR1901'SET INTO THE TOP OF A 2.3 METER (7.5 FT) LARGEST DIMENSION BOULDER,
 TR1901'21 METERS (69 FT) SOUTHWEST OF THE BASE OF THE BLUFF AND THE END OF
 TR1901'THE TRAIL, ON A BEACH AND AWASH AT HIGH TIDE.
 TR1901'
 TR1901'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 TR1901'STAMPED---FOSSE 1939 NO 1 1984---,
 TR1901'SET INTO A BOULDER
 TR1901'1 METER (3 FT) LARGEST DIMENSION,
 TR1901'1 METERS (3 FT) SOUTH FROM THE BASE OF THE BLUFF, AT THE STORM HIGH
 TR1901'WATER LINE, IN THE DRIFTWOOD AND PROJECTING ABOUT 0.3 METER ABOVE
 TR1901'THE BEACH.  THE MARK IS 0.1 METERS ABOVE THE STATION.
 TR1901'
 TR1901'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 TR1901'STAMPED---FOSSE 1939 NO 2 1984---,SET IN THE TOP OF A BOULDER,
 TR1901'2 METERS (6 FT) IN LARGEST DIMENSION,
 TR1901'14 METERS (46 FT) FROM THE BASE OF THE BLUFF, ON THE BEACH, AWASH
 TR1901'AT HIGH TIDE AND THE BOULDER PROJECTS ABOUT 0.5 METER ABOVE THE
 TR1901'BEACH AND 0.7 METER (2 FT) HIGHER THAN THE STATION.
 TR1901'
 TR1901'DESCRIBED BY R.B. MELBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0959 ***********************************************************************
 TP0959  DESIGNATION -  FOSTER
 TP0959  PID         -  TP0959
 TP0959  STATE/COUNTY-  WA/FERRY
 TP0959  USGS QUAD   -  BANGS MOUNTAIN (1992)
 TP0959
 TP0959                         *CURRENT SURVEY CONTROL
 TP0959  ___________________________________________________________________
 TP0959* NAD 83(1991)-  48 30 26.76315(N)    118 12 00.22486(W)     ADJUSTED  
 TP0959* NAVD 88     -       598.4    (meters)    1963.     (feet)  VERTCON   
 TP0959  ___________________________________________________________________
 TP0959  LAPLACE CORR-          -8.91  (seconds)                    DEFLEC99
 TP0959  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 TP0959
 TP0959  HORZ ORDER  -  SECOND
 TP0959
 TP0959.The horizontal coordinates were established by classical geodetic methods
 TP0959.and adjusted by the National Geodetic Survey in December 1991..
 TP0959
 TP0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP0959
 TP0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP0959
 TP0959.The geoid height was determined by GEOID03.
 TP0959
 TP0959;                    North         East     Units Scale Factor Converg.
 TP0959;SPC WA N     -   170,931.824   694,529.268   MT  0.99996535   +1 57 37.9
 TP0959;SPC WA N     -   560,798.83  2,278,634.77   sFT  0.99996535   +1 57 37.9
 TP0959;UTM  11      - 5,373,397.280   411,362.913   MT  0.99969653   -0 53 56.2
 TP0959
 TP0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP0959!SPC WA N     -   0.99990898  x   0.99996535  =   0.99987433
 TP0959!UTM  11      -   0.99990898  x   0.99969653  =   0.99960553
 TP0959
 TP0959:                Primary Azimuth Mark                     Grid Az
 TP0959:SPC WA N     -  WHITE 1936                               117 07 45.4
 TP0959:UTM  11      -  WHITE 1936                               119 59 19.5
 TP0959
 TP0959|---------------------------------------------------------------------|
 TP0959| PID    Reference Object                     Distance      Geod. Az  |
 TP0959|                                                           dddmmss.s |
 TP0959| TP1003 WHITE 1936                          APPROX. 3.6 KM 1190523.3 |
 TP0959| CF1463 FOSTER RM 1                          10.735 METERS 19438     |
 TP0959| CF1464 FOSTER RM 2                           9.183 METERS 30501     |
 TP0959|---------------------------------------------------------------------|
 TP0959
 TP0959                          SUPERSEDED SURVEY CONTROL
 TP0959
 TP0959  NAD 83(1986)-  48 30 26.76781(N)    118 12 00.22076(W) AD(       ) 2
 TP0959  NAD 27      -  48 30 27.13300(N)    118 11 56.23200(W) AD(       ) 2
 TP0959  NGVD 29 (07/19/86)  597.2    (m)         1959.     (f) VERT ANG       
 TP0959
 TP0959.Superseded values are not recommended for survey control.
 TP0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP0959.See file dsdata.txt to determine how the superseded data were derived.
 TP0959
 TP0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP1136373397(NAD 83)
 TP0959_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP0959_SETTING: 66 = SET IN ROCK OUTCROP
 TP0959_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP0959
 TP0959  HISTORY     - Date     Condition        Report By
 TP0959  HISTORY     - 1936     MONUMENTED       BOR
 TP0959  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP0959
 TP0959                          STATION DESCRIPTION
 TP0959
 TP0959'DESCRIBED BY US BUREAU OF RECLAMATION 1936 (CMB)
 TP0959'LOCATED IN THE NE 1/4 SEC. OF SEC. 30, T. 35 N., R. 37 E. WM, ON
 TP0959'TIMBERED ROCKY HILL, 40 FEET N OF E-W FENCE, ABOUT 200 FEET NE OF
 TP0959'FENCE CORNER AND I.A. CORNER (SW CORNER OF LAFLEUR I.A.).  AN
 TP0959'E-W FENCE FASTENED TO A 10-FOOT DEAD SNAG IS 40 FEET S OF STATION.
 TP0959'
 TP0959'TO REACH STATION FROM W END OF KETTLE FALLS BRIDGE, TURN LEFT
 TP0959'(S) ON GRAVEL ROAD.  AT 2.86 CROSS SHERMAN CREEK.  FROM ROAD
 TP0959'JUNCTION AT 3.23 (REPUBLIC ROAD TO RIGHT) GO AHEAD (S) ON GRAVEL TO
 TP0959'6.75, THEN BEAR RIGHT OFF GRAVEL ROAD.  AT 7.45 ROAD JUNCTION,
 TP0959'KEEP STRAIGHT AHEAD (BANGS MT. ROAD TO RIGHT).  AT 7.60 PASS OLD
 TP0959'CHURCH ON LEFT.  AT 9.80 ROAD JUNCTION, TURN LEFT DOWN HILL.  AT
 TP0959'10.65 NOTE FENCE CORNER ON LEFT, GO ABOUT 80 FEET FURTHER AND
 TP0959'TURN LEFT OFF ROAD, BEAR SLIGHTLY UPHILL AND N TO FENCE LINE.
 TP0959'LEAVE CAR AT FENCE (LOG READING 10.85) AND PROCEED TO STATION ON
 TP0959'FOOT N OF FENCE LINE ABOUT 50 FEET.
 TP0959'
 TP0959'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 20A,
 TP0959'RESPECTIVELY.
 TP0959'
 TP0959'HEIGHT OF STAND ABOVE STATION MARK 1.49 METERS.
 TP0959
 TP0959                          STATION RECOVERY (1947)
 TP0959
 TP0959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP0959'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 TP0959'AS DESCRIBED BY THE U.S.B.R. IN 1936.  SINCE THE ORIGINAL
 TP0959'DESCRIPTION IS INADEQUATE A NEW DESCRIPTION IS SUBMITTED--
 TP0959'
 TP0959'STATION IS LOCATED IN THE NE 1/4 SEC. OF SEC. 30, T. 35 N., R. 37
 TP0959'E. WM, ON THE W SIDE OF ROOSEVELT LAKE, ABOUT 11.0 MILES SW OF
 TP0959'KETTLE FALLS, ABOUT 2 MILES S OF MINK CREEK, AND ABOUT 0.3 MILE W
 TP0959'OF THE SHORE OF THE LAKE.  IT IS ON A TIMBERED ROCKY HILL, 40
 TP0959'FEET N OF AN E-W FENCE, AND 19.1 METERS NW OF A SMALL PINE 10
 TP0959'FEET HIGH.
 TP0959'
 TP0959'STATION MARK IS A STANDARD U.S.B.R. TRIANGULATION DISK SET
 TP0959'ACCORDING TO NOTE 3 AND IS STAMPED FOSTER 1936.
 TP0959'
 TP0959'THE REFERENCE MARK IS S OF THE STATION AND IS A CHISELED CROSS
 TP0959'INSIDE A TRIANGLE IN OUTCROPPING BEDROCK.
 TP0959'
 TP0959'TO REACH STATION FROM THE W END OF THE KETTLE FALLS BRIDGE (ABOUT
 TP0959'3 MILES W OF KETTLE FALLS), GO W 0.2 MILE ALONG U.S. HIGHWAY 395,
 TP0959'TURN LEFT ON THE RIVER ROAD THAT FOLLOWS THE LAKE TO INCHELIUM
 TP0959'AND GO 11.65 MILES, TURN SHARP RIGHT (350-DEGREE TURN) LEAVING
 TP0959'GRAVELED ROAD AND GO 0.2 MILE.  TURN RIGHT AND GO 0.2 MILE.  TURN
 TP0959'LEFT AND GO 1.3 MILES, CONTINUE STRAIGHT AHEAD AND GO 0.3
 TP0959'MILE.  CONTINUE STRAIGHT AHEAD AND GO 0.2 MILE.  TURN RIGHT ON
 TP0959'PRIVATE DRIVE LEADING TO THE FOSTER FARM AND GO 0.8 MILE TO
 TP0959'FENCE CORNER ON LEFT (ROAD TURNS TO LEFT JUST STRAIGHT AHEAD),
 TP0959'FOLLOW THE FENCE CORNER NE ABOUT 800 FEET TO THE TOP OF AN
 TP0959'EXPOSED ROCKY HILL AND STATION.
 TP0959'
 TP0959'A 4-FOOT WOODEN STAND ANCHORED IN A ROCK CAIRN IS ERECTED OVER THE
 TP0959'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3915 ***********************************************************************
 SY3915  DESIGNATION -  FOSTER MAG STA 1940 RM 1
 SY3915  PID         -  SY3915
 SY3915  STATE/COUNTY-  WA/KING
 SY3915  USGS QUAD   -  
 SY3915
 SY3915                         *CURRENT SURVEY CONTROL
 SY3915  ___________________________________________________________________
 SY3915* NAD 83(1991)-  47 38 48.64015(N)    122 17 25.30475(W)     ADJUSTED  
 SY3915* NAVD 88     -         7.1    (meters)      23.     (feet)  VERTCON   
 SY3915  ___________________________________________________________________
 SY3915  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 SY3915  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SY3915
 SY3915  HORZ ORDER  -  THIRD
 SY3915
 SY3915.The horizontal coordinates were established by classical geodetic methods
 SY3915.and adjusted by the National Geodetic Survey in December 1991..
 SY3915
 SY3915.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3915
 SY3915.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3915
 SY3915.The geoid height was determined by GEOID03.
 SY3915
 SY3915;                    North         East     Units Scale Factor Converg.
 SY3915;SPC WA N     -    72,953.665   390,537.877   MT  0.99997585   -1 05 05.2
 SY3915;SPC WA N     -   239,348.82  1,281,289.68   sFT  0.99997585   -1 05 05.2
 SY3915;UTM  10      - 5,277,293.583   553,295.914   MT  0.99963490   +0 31 28.0
 SY3915
 SY3915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3915!SPC WA N     -   1.00000261  x   0.99997585  =   0.99997846
 SY3915!UTM  10      -   1.00000261  x   0.99963490  =   0.99963751
 SY3915
 SY3915:                Primary Azimuth Mark                     Grid Az
 SY3915:SPC WA N     -  SURBER                                   023 08 19.7
 SY3915:UTM  10      -  SURBER                                   021 31 46.5
 SY3915
 SY3915|---------------------------------------------------------------------|
 SY3915| PID    Reference Object                     Distance      Geod. Az  |
 SY3915|                                                           dddmmss.s |
 SY3915| SY4041 SURBER                              APPROX. 1.0 KM 0220314.5 |
 SY3915| SY3929 FOSTER MAGNETIC STATION 1940         51.669 METERS 13245     |
 SY3915| SY4149 SEATTLE MOUNTLAKE BR S TWR          APPROX. 1.1 KM 2711042.5 |
 SY3915|---------------------------------------------------------------------|
 SY3915
 SY3915                          SUPERSEDED SURVEY CONTROL
 SY3915
 SY3915  NAD 83(1986)-  47 38 48.63331(N)    122 17 25.30967(W) AD(       ) 3
 SY3915  NAD 27      -  47 38 49.28600(N)    122 17 20.86400(W) AD(       ) 3
 SY3915  NGVD 29 (07/19/86)    6.0    (m)           20.     (f) VERT ANG       
 SY3915
 SY3915.Superseded values are not recommended for survey control.
 SY3915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3915.See file dsdata.txt to determine how the superseded data were derived.
 SY3915
 SY3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5329677294(NAD 83)
 SY3915_MARKER: DR = REFERENCE MARK DISK
 SY3915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3915_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SY3915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3915
 SY3915  HISTORY     - Date     Condition        Report By
 SY3915  HISTORY     - 1952     MONUMENTED       CGS
 SY3915  HISTORY     - 1977     GOOD             NOS
 SY3915  HISTORY     - 20050728 GOOD             GEOCAC
 SY3915
 SY3915                          STATION DESCRIPTION
 SY3915
 SY3915'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 SY3915'A STANDARD REFERENCE-MARK DISK, STAMPED FOSTER IS 1952 RM 1, SET
 SY3915'IN A DRILL HOLE IN AN 8-FOOT SQUARE BLOCK OF CONCRETE.  IT IS
 SY3915'SITUATED ON THE MOST N POINT OF FOSTER ISLAND AND ALONG THE
 SY3915'CHANNEL OF THE WATERWAY BETWEEN LAKE UNION AND UNION BAY.  UPON
 SY3915'THIS BLOCK OF CONCRETE WAS FORMERLY LOCATED AN AID TO NAVIGATION.
 SY3915
 SY3915                          STATION RECOVERY (1977)
 SY3915
 SY3915'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY3915'THE STATION WAS RECOVERED AS DESCRIBED.
 SY3915'
 SY3915'HEIGHT OF THE SIGNAL WAS 2.31 METERS.
 SY3915
 SY3915                          STATION RECOVERY (2005)
 SY3915
 SY3915'RECOVERY NOTE BY GEOCACHING 2005 (JEE)
 SY3915'RECOVERED AS DESCRIBED, THOUGH MARK IS A BIT BEATEN AND MARKED UP BY
 SY3915'PUBLIC FOOT TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3929 ***********************************************************************
 SY3929  DESIGNATION -  FOSTER MAGNETIC STATION 1940
 SY3929  PID         -  SY3929
 SY3929  STATE/COUNTY-  WA/KING
 SY3929  USGS QUAD   -  
 SY3929
 SY3929                         *CURRENT SURVEY CONTROL
 SY3929  ___________________________________________________________________
 SY3929* NAD 83(1991)-  47 38 47.50456(N)    122 17 23.48672(W)     ADJUSTED  
 SY3929* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 SY3929  ___________________________________________________________________
 SY3929  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 SY3929  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SY3929
 SY3929  HORZ ORDER  -  THIRD
 SY3929
 SY3929.The horizontal coordinates were established by classical geodetic methods
 SY3929.and adjusted by the National Geodetic Survey in December 1991..
 SY3929
 SY3929.The orthometric height was scaled from a topographic map.
 SY3929
 SY3929.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3929
 SY3929.The geoid height was determined by GEOID03.
 SY3929
 SY3929;                    North         East     Units Scale Factor Converg.
 SY3929;SPC WA N     -    72,917.882   390,575.149   MT  0.99997589   -1 05 03.9
 SY3929;SPC WA N     -   239,231.42  1,281,411.97   sFT  0.99997589   -1 05 03.9
 SY3929;UTM  10      - 5,277,258.872   553,334.163   MT  0.99963495   +0 31 29.3
 SY3929
 SY3929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3929!SPC WA N     -   1.00000324  x   0.99997589  =   0.99997913
 SY3929!UTM  10      -   1.00000324  x   0.99963495  =   0.99963819
 SY3929
 SY3929:                Primary Azimuth Mark                     Grid Az
 SY3929:SPC WA N     -  SACRED HEART ORPHANAGE CROSS             033 50 48.0
 SY3929:UTM  10      -  SACRED HEART ORPHANAGE CROSS             032 14 14.8
 SY3929
 SY3929|---------------------------------------------------------------------|
 SY3929| PID    Reference Object                     Distance      Geod. Az  |
 SY3929|                                                           dddmmss.s |
 SY3929| SY3885 SACRED HEART ORPHANAGE CROSS        APPROX. 2.3 KM 0324544.1 |
 SY3929| SY3868 SEATTLE HOLY NAMES ACADEMY CROSS    APPROX. 2.5 KM 2052527.4 |
 SY3929| SY3856 SEATTLE CAPITOL HILL TOWER          APPROX. 2.7 KM 2233844.7 |
 SY3929| SY4150 SEATTLE MOUNTLAKE BR N TWR          APPROX. 1.1 KM 2754405.0 |
 SY3929| SY4080 UNIVERSITY POWER PLANT STACK        APPROX. 1.3 KM 3072641.1 |
 SY3929| SY3835 SEATTLE U OF WASH DENNY HALL        APPROX. 1.9 KM 3124447.3 |
 SY3929| SY3915 FOSTER MAG STA 1940 RM 1             51.669 METERS 31245     |
 SY3929|---------------------------------------------------------------------|
 SY3929
 SY3929                          SUPERSEDED SURVEY CONTROL
 SY3929
 SY3929  NAD 83(1986)-  47 38 47.49771(N)    122 17 23.49165(W) AD(       ) 3
 SY3929  NAD 27      -  47 38 48.14500(N)    122 17 19.03900(W) AD(       ) 3
 SY3929
 SY3929.Superseded values are not recommended for survey control.
 SY3929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3929.See file dsdata.txt to determine how the superseded data were derived.
 SY3929
 SY3929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5333477259(NAD 83)
 SY3929_MARKER: Z = SEE DESCRIPTION
 SY3929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3929
 SY3929  HISTORY     - Date     Condition        Report By
 SY3929  HISTORY     - 1940     MONUMENTED       CGS
 SY3929  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY3929  HISTORY     - 1953     SEE DESCRIPTION  CGS
 SY3929  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY3929  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SY3929  HISTORY     - 1977     GOOD             NOS
 SY3929
 SY3929                          STATION DESCRIPTION
 SY3929
 SY3929'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JHP)
 SY3929'STATION IS A STANDARD BRONZE MAGNETIC STATION DISC SET INTO A
 SY3929'BLOCK OF HYDRAULIC CEMENT CONCRETE, MEASURING ONE FOOT SQUARE AND
 SY3929'TWO AND A HALF FEET DEEP, SET FLUSH WITH THE GROUND.  A PINT GLASS
 SY3929'BOTTLE WAS USED FOR AN UNDERGROUND MARK.  THE DISC IS SET EXACTLY
 SY3929'IN LINE WITH TRIANGULATION STATION DENNY HALL SPIRE 1934 AND THE
 SY3929'IRON SUPERSTRUCTURE ON THE OCTAGONAL CONCRETE TOWER SERVING AS
 SY3929'BEACON FOR THE DREDGED SHIP CHANNEL THROUGH UNION BAY.  THE
 SY3929'CENTER OF THIS BEACON IS 170.7 FEET FROM THE STATION MARK.
 SY3929'
 SY3929'THE STATION IS IN WASHINGTON PARK IN SEATTLE, ON HIGHER GROUND,
 SY3929'SURROUNDED BY MARSH, KNOWN AS FOSTER ISLAND.  THE STATION CAN BE
 SY3929'REACHED BY AN UNIMPROVED ROAD FROM NEAR THE WESTERN ENTRANCE TO
 SY3929'A REAL ESTATE SUBDIVISION KNOWN AS BROADMOOR WHICH IS AT THE EDGE
 SY3929'OF THE ARBORETUM OF THE UNIVERSITY OF WASHINGTON.
 SY3929'
 SY3929'TRIANGULATION STATION DENNY HALL SPIRE 1934 SERVES AS A GOOD
 SY3929'AND EASILY RECOGNIZED MARK ON THE SKYLINE.  IN HAZY WEATHER OR
 SY3929'FOR WORK WITH A COMPASS DECLINOMETER, THE SPIRE ON THE NORTHERN
 SY3929'TOWER ON MONTLAKE BRIDGE SERVES AS A GOOD MARK.
 SY3929
 SY3929                          STATION RECOVERY (1952)
 SY3929
 SY3929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY3929'A STANDARD DISK MAGNETIC STATION MARK IN A BLOCK OF CONCRETE,
 SY3929'STAMPED FOSTER IS 1940, SITUATED NEAR THE N TIP OF FOSTER ISLAND.  A
 SY3929'REFERENCE MARK WAS ESTABLISHED, PLACED IN THE 8-FOOT SQUARE SLAB
 SY3929'OF CONCRETE NEAR THE POINT OF THE ISLAND, AND ON WHICH WAS
 SY3929'FORMERLY SOME TYPE OF AID TO NAVIGATION.
 SY3929
 SY3929                          STATION RECOVERY (1953)
 SY3929
 SY3929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3929'THE STATION IS IN WASHINGTON PARK IN SEATTLE, NEAR THE N EXTREMITY
 SY3929'OF A MARSH-SURROUNDED ISLAND, KNOWN AS FOSTER ISLAND.  THE SURFACE
 SY3929'MARKER IS A STANDARD DISK SET IN A CEMENT BLOCK 1-FT. SQUARE AND
 SY3929'2-1/2 FT. DEEP, FLUSH WITH THE GROUND.  THE UNDERGROUND MARKER IS
 SY3929'A PINT GLASS BOTTLE.
 SY3929'
 SY3929'IT CAN BE REACHED BY AN UNIMPROVED ROAD FROM NEAR THE W ENTRANCE
 SY3929'TO A REAL ESTATE SUBDIVISION KNOWN AS BROADMOOR.  THIS ROAD IS
 SY3929'BARRICADED AND THE KEY TO THE LOCK MAY BE OBTAINED FROM THE
 SY3929'GREENHOUSE OFFICE IN NEARBY ARBORETUM.
 SY3929'
 SY3929'THE STATION IS EXACTLY ON LINE WITH TRIANGULATION STATION DENNY
 SY3929'HALL SPIRE.
 SY3929'
 SY3929'THE FOUNDATION REMAINS, AN 8-FT. SQUARE CONCRETE SLAB FLUSH WITH
 SY3929'THE GROUND, USED TO BE A CHANNEL BEACON ON THE EDGE OF THE SHIP
 SY3929'CHANNEL THROUGH UNION BAY.  THE REFERENCE MARK ESTABLISHED IN 1952
 SY3929'WAS PLACED IN THIS SLAB WHICH IS 170.25 FT. FROM THE STATION IN
 SY3929'AZIMUTH 132 DEG 45.7 MIN.
 SY3929'
 SY3929'A 1-IN. BURIED SPRINKLER SYSTEM RUNNING E AND W ACROSS THE ISLAND
 SY3929'LIES ABOUT 105 FT. DUE S OF THE STATION.  SPRINKLER HEAD NO. 1
 SY3929'IS 183.5 FT. SW FROM THE STATION.  SPRINKLER HEAD NO. 2 IS 108.5
 SY3929'FT. S OF THE STATION.
 SY3929
 SY3929                          STATION RECOVERY (1969)
 SY3929
 SY3929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 SY3929'A COMPLETE NEW DESCRIPTION FOLLOWS--
 SY3929'
 SY3929'THE STATION IS ON FOSTER ISLAND, 0.7 MILE EAST OF THE MONTLAKE
 SY3929'BRIDGE OVER LAKE WASHINGTON CANAL, ON THE HIGHER, WELL-KEPT
 SY3929'GROUNDS AT THE NORTHERN TIP OF THE ISLAND.
 SY3929'
 SY3929'THE STATION MARK, STAMPED FOSTER IS 1940, IS A USC AND GS MAGNETIC
 SY3929'STATION DISK SET IN A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS
 SY3929'1 INCH ABOVE GROUND.  IT IS 20 YARDS SOUTHWEST OF THE
 SY3929'NORTHEAST EDGE OF THE ISLAND, 10 FEET NORTH OF A CLUMP OF 3
 SY3929'8-INCH BIRCH TREES AND 5 FEET SOUTH OF A 4-INCH TREE.  WHEN
 SY3929'STANDING AT THE STATION MARK, THE REFERENCE MARK IS ON LINE WITH
 SY3929'THE CUPOLA ON DENNY HALL (SEE TRIANGULATION STATION
 SY3929'DESCRIPTION), AND ABOUT 2 FEET NORTH OF THE LINE TO UNIVERSITY
 SY3929'TOWER HOTEL.
 SY3929'
 SY3929'REFERENCE MARK NO. 1 STAMPED FOSTER IS NO 1 1952, IS A STANDARD
 SY3929'DISK SET IN A 8-FOOT SQUARE CONCRETE SLAB ON THE EXTREME NORTH
 SY3929'POINT OF FOSTER ISLAND, 170.25 FEET NORTHWEST OF THE STATION (IN
 SY3929'AZIMUTH 132 DEGREES 45 MINUTES FROM TRUE SOUTH).
 SY3929'
 SY3929'A KEY IS REQUIRED TO DRIVE TO THE STATION.  FROM THE INTERSECTION
 SY3929'OF ARBORETUM DRIVE EAST AND EAST FOSTER ISLAND ROAD, THE VISITOR
 SY3929'INFORMATION AND GREENHOUSE OFFICE OF THE ARBORETUM IS 0.05 MILE
 SY3929'SOUTH ALONG ARBORETUM DR. EAST.  TO REACH THE STATION FROM THIS
 SY3929'INTERSECTION, FOLLOW FOSTER ISLAND ROAD NORTHEAST 0.05 MILE TO A
 SY3929'GATE INTO THE BROADMORE COUNTRY CLUB ON THE RIGHT, CONTINUE
 SY3929'NORTHERLY THROUGH A SMALL PARKING AREA FOR ABOUT 75 YARDS TO A
 SY3929'LOCKED CABLE ACROSS THE ROAD, CONTINUE NORTHERLY ON THE WIDE
 SY3929'FOOT-TRAIL OR NARROW ROAD 0.05 MILE TO A LOCKED GATE, PASS
 SY3929'THROUGH GATE AND CONTINUE ALONG TRAIL 0.25 MILE TO THE EVERGREEN
 SY3929'POINT BRIDGE, BEAR LEFT, PASS UNDER BRIDGE AND FOLLOW TRAIL
 SY3929'NORTHERLY 0.1 MILE TO THE NORTH END OF THE ISLAND AND THE MARK
 SY3929'ABOUT 35 YARDS EAST OF THE ROAD.
 SY3929
 SY3929                          STATION RECOVERY (1971)
 SY3929
 SY3929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (HRL)
 SY3929'BOTH THE STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 SY3929'CONDITION.
 SY3929
 SY3929                          STATION RECOVERY (1977)
 SY3929
 SY3929'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY3929'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4970 ***********************************************************************
 SY4970  DESIGNATION -  FOULWEATHER
 SY4970  PID         -  SY4970
 SY4970  STATE/COUNTY-  WA/KITSAP
 SY4970  USGS QUAD   -  HANSVILLE (1968)
 SY4970
 SY4970                         *CURRENT SURVEY CONTROL
 SY4970  ___________________________________________________________________
 SY4970* NAD 83(1991)-  47 56 25.75971(N)    122 36 15.86041(W)     ADJUSTED  
 SY4970* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 SY4970  ___________________________________________________________________
 SY4970  LAPLACE CORR-         -16.73  (seconds)                    DEFLEC99
 SY4970  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 SY4970
 SY4970  HORZ ORDER  -  FIRST
 SY4970
 SY4970.The horizontal coordinates were established by classical geodetic methods
 SY4970.and adjusted by the National Geodetic Survey in December 1991..
 SY4970
 SY4970.The orthometric height was scaled from a topographic map.
 SY4970
 SY4970.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4970
 SY4970.The geoid height was determined by GEOID03.
 SY4970
 SY4970;                    North         East     Units Scale Factor Converg.
 SY4970;SPC WA N     -   106,087.741   367,699.858   MT  0.99994703   -1 19 07.0
 SY4970;SPC WA N     -   348,056.20  1,206,361.95   sFT  0.99994703   -1 19 07.0
 SY4970;UTM  10      - 5,309,761.560   529,543.457   MT  0.99961072   +0 17 37.4
 SY4970
 SY4970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4970!SPC WA N     -   1.00000052  x   0.99994703  =   0.99994755
 SY4970!UTM  10      -   1.00000052  x   0.99961072  =   0.99961124
 SY4970
 SY4970|---------------------------------------------------------------------|
 SY4970| PID    Reference Object                     Distance      Geod. Az  |
 SY4970|                                                           dddmmss.s |
 SY4970| CF6644 FOULWEATHER RM 2                     36.600 METERS 11613     |
 SY4970| SY4981 NO POINT                            APPROX. 6.6 KM 1182254.1 |
 SY4970| CF6643 FOULWEATHER RM 1                     31.780 METERS 29345     |
 SY4970|---------------------------------------------------------------------|
 SY4970
 SY4970                          SUPERSEDED SURVEY CONTROL
 SY4970
 SY4970  NAD 83(1986)-  47 56 25.75732(N)    122 36 15.86503(W) AD(       ) 1
 SY4970  NAD 27      -  47 56 26.43600(N)    122 36 11.32400(W) AD(       ) 1
 SY4970
 SY4970.Superseded values are not recommended for survey control.
 SY4970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4970.See file dsdata.txt to determine how the superseded data were derived.
 SY4970
 SY4970_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU2954309762(NAD 83)
 SY4970_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4970_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY4970
 SY4970  HISTORY     - Date     Condition        Report By
 SY4970  HISTORY     - 1921     MONUMENTED       CGS
 SY4970  HISTORY     - 1927     SEE DESCRIPTION  CGS
 SY4970  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY4970  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SY4970  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY4970
 SY4970                          STATION DESCRIPTION
 SY4970
 SY4970'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4970'STATION IS LOCATED ON FOULWEATHER POINT AT THE NORTHEASTERN
 SY4970'ENTRANCE TO HOODS CANAL ON THE EXTREME POINT AT THE FOOT OF THE
 SY4970'BLUFF AND AT HIGH-WATER LINE.  THE STATION MARK IS IN A TRIANGULAR
 SY4970'MASS OF CONCRETE, 3 FEET ON EACH SIDE, AND THE MARK IN A PYRAMID
 SY4970'PROJECTING 10 INCHES ABOVE THE LARGE MASS.  REFERENCE MARKS ARE
 SY4970'IN BOULDERS THAT ARE COVERED AT HIGH WATER.
 SY4970'
 SY4970'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 SY4970'DESCRIBED IN NOTE 1C.  REFERENCE MARKS ARE STANDARD BRONZE DISKS
 SY4970'IN BOULDERS, AS DESCRIBED IN NOTE 12C.
 SY4970
 SY4970                          STATION RECOVERY (1927)
 SY4970
 SY4970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 SY4970'MARKS ARE GOOD.  DESCRIPTION IS ADEQUATE.  THE LINE
 SY4970'FOULWEATHER-BASALT IS NO LONGER SEEN DUE TO SLIDES.  STATION IS IN
 SY4970'DANGER OF BEING COVERED.
 SY4970
 SY4970                          STATION RECOVERY (1934)
 SY4970
 SY4970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4970'STATION RECOVERED AS DESCRIBED.  THE STATION BEING SUBJECT TO
 SY4970'WAVE ACTION, A CHECK ON THE REFERENCE MARKS INDICATED THAT THE
 SY4970'STATION HAD MOVED SLIGHTLY.  THE QUAD NODULE - BASALT - DOUBLE
 SY4970'BLUFF - FOULWEATHER WAS REOBSERVED AND THE POSITION OF FOULWEATHER
 SY4970'RECOMPUTED AND CALLED FOULWEATHER 2.
 SY4970
 SY4970                          STATION RECOVERY (1947)
 SY4970
 SY4970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (TBR)
 SY4970'THE REFERENCE MARKS WERE RECOVERED AND A SEARCH WAS MADE FOR THE
 SY4970'STATION MARK.  IT WAS NOT RECOVERED BUT IS PROBABLY STILL IN
 SY4970'POSITION AND COVERED TO A DEPTH OF AT LEAST 3 FEET.  THERE WERE TWO
 SY4970'LARGE LOGS AND A DEPOSIT OF COARSE GRAVEL OVER THE STATION SITE.
 SY4970
 SY4970                          STATION RECOVERY (1961)
 SY4970
 SY4970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SY4970'THE STATION WAS PREVIOUSLY REPORTED AS LOST.  SEE DESCRIPTION OF
 SY4970'FOULWEATHER 3, 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4965 ***********************************************************************
 SY4965  DESIGNATION -  FOULWEATHER 2
 SY4965  PID         -  SY4965
 SY4965  STATE/COUNTY-  WA/KITSAP
 SY4965  USGS QUAD   -  HANSVILLE (1968)
 SY4965
 SY4965                         *CURRENT SURVEY CONTROL
 SY4965  ___________________________________________________________________
 SY4965* NAD 83(1991)-  47 56 25.75793(N)    122 36 15.85462(W)     ADJUSTED  
 SY4965* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 SY4965  ___________________________________________________________________
 SY4965  LAPLACE CORR-         -16.73  (seconds)                    DEFLEC99
 SY4965  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 SY4965
 SY4965  HORZ ORDER  -  THIRD
 SY4965
 SY4965.The horizontal coordinates were established by classical geodetic methods
 SY4965.and adjusted by the National Geodetic Survey in December 1991..
 SY4965
 SY4965.The orthometric height was scaled from a topographic map.
 SY4965
 SY4965.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4965
 SY4965.The geoid height was determined by GEOID03.
 SY4965
 SY4965;                    North         East     Units Scale Factor Converg.
 SY4965;SPC WA N     -   106,087.683   367,699.977   MT  0.99994703   -1 19 07.0
 SY4965;SPC WA N     -   348,056.01  1,206,362.34   sFT  0.99994703   -1 19 07.0
 SY4965;UTM  10      - 5,309,761.506   529,543.577   MT  0.99961072   +0 17 37.4
 SY4965
 SY4965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4965!SPC WA N     -   1.00000052  x   0.99994703  =   0.99994755
 SY4965!UTM  10      -   1.00000052  x   0.99961072  =   0.99961124
 SY4965
 SY4965|---------------------------------------------------------------------|
 SY4965| PID    Reference Object                     Distance      Geod. Az  |
 SY4965|                                                           dddmmss.s |
 SY4965| CF6646 FOULWEATHER 2 RM 2                   36.500 METERS 11607     |
 SY4965| SY5065 BASALT                              APPROX. 5.8 KM 2910004.1 |
 SY4965| CF6645 FOULWEATHER 2 RM 1                   31.980 METERS 29348     |
 SY4965|---------------------------------------------------------------------|
 SY4965
 SY4965                          SUPERSEDED SURVEY CONTROL
 SY4965
 SY4965  NAD 83(1986)-  47 56 25.75562(N)    122 36 15.85907(W) AD(       ) 3
 SY4965  NAD 27      -  47 56 26.43500(N)    122 36 11.31500(W) AD(       ) 3
 SY4965
 SY4965.Superseded values are not recommended for survey control.
 SY4965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4965.See file dsdata.txt to determine how the superseded data were derived.
 SY4965
 SY4965_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU2954409762(NAD 83)
 SY4965_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4965_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY4965
 SY4965  HISTORY     - Date     Condition        Report By
 SY4965  HISTORY     - 1934     MONUMENTED       CGS
 SY4965  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SY4965  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY4965
 SY4965                          STATION DESCRIPTION
 SY4965
 SY4965'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4965'STATION IS LOCATED ON FOULWEATHER BLUFF AT THE NORTHEASTERN
 SY4965'ENTRANCE TO HOOD CANAL ON THE EXTREME POINT AT THE FOOT OF THE
 SY4965'BLUFF AND AT HIGHWATER LINE.  THE STATION MARK IS IN A TRIANGULAR
 SY4965'MASS OF CONCRETE, 3 FEET ON A SIDE, SURMOUNTED BY A PYRAMID 10
 SY4965'INCHES HIGH IN WHICH THE STANDARD DISK IS SET.
 SY4965'
 SY4965'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 SY4965'DESCRIBED IN NOTE 1C.
 SY4965'
 SY4965'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN A BOULDER AS
 SY4965'DESCRIBED IN NOTE 12C.
 SY4965'
 SY4965'THE MARK NOW EXTENDS ABOUT 2 INCHES ABOVE GROUND LEVEL AND IS
 SY4965'IN GOOD CONDITION.  THE LINE TO BASALT 1921 PREVIOUSLY REPORTED
 SY4965'BLOCKED, IS NOW CLEAR.
 SY4965'
 SY4965'REFERENCE MARKS ARE IN BOULDERS THAT ARE COVERED AT HIGH
 SY4965'TIDE.  THE DISK OF REFERENCE MARK NO.1 IS BROKEN OFF BUT THE
 SY4965'SHANK REMAINS CEMENTED IN THE DRILL HOLE.
 SY4965'
 SY4965'IT IS UNCERTAIN WHETHER THE DISTANCES GIVEN ARE IN METERS OR
 SY4965'IN FEET.
 SY4965
 SY4965                          STATION RECOVERY (1947)
 SY4965
 SY4965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (TBR)
 SY4965'THE REFERENCE MARKS WERE RECOVERED AND A SEARCH WAS MADE FOR THE
 SY4965'STATION MARK.  IT WAS NOT RECOVERED BUT IS PROBABLY STILL IN
 SY4965'POSITION AND COVERED TO A DEPTH OF AT LEAST 3 FEET.  THERE WERE
 SY4965'TWO LARGE LOGS AND A DEPOSIT OF COARSE GRAVEL OVER THE STATION
 SY4965'SITE.
 SY4965
 SY4965                          STATION RECOVERY (1954)
 SY4965
 SY4965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY4965'THE CONCRETE MONUMENT IN WHICH THE STATION MARK WAS SET WAS
 SY4965'RECOVERED BUT THE TOP HAD BEEN BROKEN OFF SUCH THAT NEITHER THE
 SY4965'DISK NOR THE DRILL HOLE REMAINED.
 SY4965'
 SY4965'THE TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND ARE IN
 SY4965'GOOD CONDITION.
 SY4965'
 SY4965'SEE DESCRIPTION FOR FOULWEATHER 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4971 ***********************************************************************
 SY4971  DESIGNATION -  FOULWEATHER 3
 SY4971  PID         -  SY4971
 SY4971  STATE/COUNTY-  WA/KITSAP
 SY4971  USGS QUAD   -  HANSVILLE (1968)
 SY4971
 SY4971                         *CURRENT SURVEY CONTROL
 SY4971  ___________________________________________________________________
 SY4971* NAD 83(1991)-  47 56 25.75312(N)    122 36 15.85276(W)     ADJUSTED  
 SY4971* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 SY4971  ___________________________________________________________________
 SY4971  LAPLACE CORR-         -16.73  (seconds)                    DEFLEC99
 SY4971  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 SY4971
 SY4971  HORZ ORDER  -  SECOND
 SY4971
 SY4971.The horizontal coordinates were established by classical geodetic methods
 SY4971.and adjusted by the National Geodetic Survey in December 1991..
 SY4971
 SY4971.The orthometric height was scaled from a topographic map.
 SY4971
 SY4971.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4971
 SY4971.The geoid height was determined by GEOID03.
 SY4971
 SY4971;                    North         East     Units Scale Factor Converg.
 SY4971;SPC WA N     -   106,087.534   367,700.012   MT  0.99994703   -1 19 07.0
 SY4971;SPC WA N     -   348,055.52  1,206,362.46   sFT  0.99994703   -1 19 07.0
 SY4971;UTM  10      - 5,309,761.358   529,543.617   MT  0.99961072   +0 17 37.4
 SY4971
 SY4971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4971!SPC WA N     -   1.00000052  x   0.99994703  =   0.99994755
 SY4971!UTM  10      -   1.00000052  x   0.99961072  =   0.99961124
 SY4971
 SY4971|---------------------------------------------------------------------|
 SY4971| PID    Reference Object                     Distance      Geod. Az  |
 SY4971|                                                           dddmmss.s |
 SY4971| CF6648 FOULWEATHER 3 RM 2                   36.544 METERS 11604     |
 SY4971| CF6649 FOULWEATHER 3 RM 3                   13.426 METERS 29029     |
 SY4971| CF6647 FOULWEATHER 3 RM 1                   31.947 METERS 29334     |
 SY4971| TR1541 NODULE                              APPROX.11.2 KM 3342635.5 |
 SY4971|---------------------------------------------------------------------|
 SY4971
 SY4971                          SUPERSEDED SURVEY CONTROL
 SY4971
 SY4971  NAD 83(1986)-  47 56 25.75048(N)    122 36 15.85713(W) AD(       ) 2
 SY4971  NAD 27      -  47 56 26.43100(N)    122 36 11.31800(W) AD(       ) 2
 SY4971
 SY4971.Superseded values are not recommended for survey control.
 SY4971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4971.See file dsdata.txt to determine how the superseded data were derived.
 SY4971
 SY4971_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU2954409761(NAD 83)
 SY4971_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SY4971_SETTING: 80 = SET IN A BOULDER
 SY4971_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SY4971
 SY4971  HISTORY     - Date     Condition        Report By
 SY4971  HISTORY     - 1954     MONUMENTED       CGS
 SY4971  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY4971  HISTORY     - 19950122 MARK NOT FOUND   USPSQD
 SY4971
 SY4971                          STATION DESCRIPTION
 SY4971
 SY4971'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 SY4971'THE STATION IS LOCATED ON THE EXTREME NORTH POINT OF THE FOOT OF
 SY4971'FOULWEATHER BLUFF, IN THE APPROXIMATE LOCATION OF STATION
 SY4971'FOULWEATHER 2 1934.
 SY4971'
 SY4971'THE STATION-MARK DISK IS CEMENTED IN A DRILL HOLE AT THE CENTER
 SY4971'OF THE ORIGINAL MASS OF CONCRETE WHICH WAS THE MONUMENT CONTAINING
 SY4971'FOULWEATHER 2 1934.  THE MARK IS JUST BENEATH THE SURFACE OF
 SY4971'BEACH GRAVEL.  THE DISK IS STAMPED FOULWEATHER 3 1954.
 SY4971'
 SY4971'REFERENCE MARK 1 IS THE SHANK OF A BRONZE DISK CEMENTED IN A
 SY4971'DRILL HOLE IN A BOULDER 1-1/2- BY 1-1/2-FEET ON THE SURFACE AND IT
 SY4971'IS FLUSH WITH THE BEACH SURFACE.  THE MARK IS 20 FEET NORTH OF
 SY4971'BASE OF THE BLUFF.
 SY4971'
 SY4971'REFERENCE MARK 2 IS A STANDARD BRONZE REFERENCE DISK CEMENTED IN
 SY4971'A DRILL HOLE IN A BOULDER 3-1/2- BY 2-FEET ON ITS SURFACE AND
 SY4971'PROJECTS 6 INCHES.  IT IS 40 FEET NORTH OF BASE OF THE BLUFF.  THIS
 SY4971'MARK IS UNSTAMPED.
 SY4971'
 SY4971'REFERENCE MARK 3 IS A STANDARD BRONZE REFERENCE DISK CEMENTED IN
 SY4971'A DRILL HOLE IN A BOULDER ABOUT 2 FEET IN DIAMETER ON THE
 SY4971'SURFACE.  IT IS 15 FEET NORTH OF BASE OF THE BLUFF.  THE BOULDER
 SY4971'PROJECTS 8 INCHES.  THE DISK IS STAMPED FOULWEATHER 3 NO. 3 1954.
 SY4971'
 SY4971'TO REACH THE STATION FROM THE FERRY DOCK AT KINGSTON GO
 SY4971'NORTHWEST AND WEST ON STATE HIGHWAY 21 FOR 2.4 MILES TO CROSSROADS
 SY4971'AT WHITNEYS GROCERY ON LEFT.  TURN RIGHT AND GO NORTH FOR 7.3 MILES
 SY4971'TO FORKS.  TAKE LEFT FORK AND CONTINUE NORTH FOR 0.25 MILE TO
 SY4971'SHELL SERVICE STATION IN HANSVILLE.  CONTINUE STRAIGHT AHEAD
 SY4971'WESTERLY ON THE MAIN ROAD FOR 1.95 MILES TO END OF SURFACED
 SY4971'ROAD.  CONTINUE ON GRADED ROAD FOR 1.05 MILES TO SIDE ROAD ON
 SY4971'RIGHT.  TURN RIGHT AND CONTINUE NORTHERLY FOR 0.45 MILE TO A
 SY4971'TRACK SIDE ROAD ON THE RIGHT AT END OF THE MAIN ROAD.  TURN RIGHT
 SY4971'AND CONTINUE DOWN HILL FOR 0.2 MILE TO END OF TRUCK TRAVEL.
 SY4971'FROM THE END OF TRUCK TRAVEL WALK NORTH ALONG SANDY BEACH FOR
 SY4971'1/2 MILE TO NORTH POINT OF BEACH AT BASE OF BLUFF AND STATION.
 SY4971'
 SY4971'A FOUR-WHEEL DRIVE TRUCK CAN BE DRIVEN TO THE STATION AT LOW
 SY4971'TIDE BY TURNING OFF THE MAIN HIGHWAY AND APPROACHING THE BEACH
 SY4971'FARTHER SOUTH AT THE PRIVATE COTTAGES, THENCE DRIVE NORTH ALONG
 SY4971'THE BEACH TO THE NORTHERN MOST POINT AND STATION.
 SY4971'
 SY4971'OBSERVATIONS WERE MADE FROM AN 18-FOOT WOODEN TOWER.
 SY4971'
 SY4971'HEIGHT OF LIGHT ABOVE STATION MARK 5.5 METERS.
 SY4971
 SY4971                          STATION RECOVERY (1961)
 SY4971
 SY4971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 SY4971'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 SY4971'DESCRIBED.  REFERENCE MARK 3 WAS SEARCHED FOR BUT NOT RECOVERED.
 SY4971
 SY4971                          STATION RECOVERY (1995)
 SY4971
 SY4971'RECOVERY NOTE BY US POWER SQUADRON 1995
 SY4971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0298 ***********************************************************************
 SW0298  DESIGNATION -  FOUR
 SW0298  PID         -  SW0298
 SW0298  STATE/COUNTY-  WA/ADAMS
 SW0298  USGS QUAD   -  WEBER (1981)
 SW0298
 SW0298                         *CURRENT SURVEY CONTROL
 SW0298  ___________________________________________________________________
 SW0298* NAD 83(1991)-  47 05 12.20136(N)    118 53 44.87440(W)     ADJUSTED  
 SW0298* NAVD 88     -       369.530  (meters)    1212.37   (feet)  ADJUSTED  
 SW0298  ___________________________________________________________________
 SW0298  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 SW0298  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SW0298  DYNAMIC HT  -         369.552 (meters)    1212.44  (feet)  COMP
 SW0298  MODELED GRAV-     980,661.6   (mgal)                       NAVD 88
 SW0298
 SW0298  HORZ ORDER  -  THIRD
 SW0298  VERT ORDER  -  SECOND    CLASS 0
 SW0298
 SW0298.The horizontal coordinates were established by classical geodetic methods
 SW0298.and adjusted by the National Geodetic Survey in December 1991..
 SW0298
 SW0298.The orthometric height was determined by differential leveling
 SW0298.and adjusted by the National Geodetic Survey in June 1991..
 SW0298
 SW0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW0298
 SW0298.The geoid height was determined by GEOID03.
 SW0298
 SW0298.The dynamic height is computed by dividing the NAVD 88
 SW0298.geopotential number by the normal gravity value computed on the
 SW0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0298.degrees latitude (g = 980.6199 gals.).
 SW0298
 SW0298.The modeled gravity was interpolated from observed gravity values.
 SW0298
 SW0298;                    North         East     Units Scale Factor Converg.
 SW0298;SPC WA S     -   196,132.358   621,797.460   MT  0.99995292   +1 09 55.0
 SW0298;SPC WA S     -   643,477.58  2,040,013.83   sFT  0.99995292   +1 09 55.0
 SW0298;UTM  11      - 5,216,545.158   356,106.085   MT  0.99985448   -1 23 19.3
 SW0298
 SW0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW0298!SPC WA S     -   0.99994530  x   0.99995292  =   0.99989822
 SW0298!UTM  11      -   0.99994530  x   0.99985448  =   0.99979978
 SW0298
 SW0298|---------------------------------------------------------------------|
 SW0298| PID    Reference Object                     Distance      Geod. Az  |
 SW0298|                                                           dddmmss.s |
 SW0298| SW0299 FOUR RM 1                            16.213 METERS 09401     |
 SW0298| SW0297 FOUR RM 2                            11.390 METERS 20003     |
 SW0298| SW0302 TWO                                 APPROX. 3.3 KM 2643849.7 |
 SW0298|---------------------------------------------------------------------|
 SW0298
 SW0298                          SUPERSEDED SURVEY CONTROL
 SW0298
 SW0298  NAD 83(1986)-  47 05 12.21201(N)    118 53 44.86416(W) AD(       ) 3
 SW0298  NAD 27      -  47 05 12.68500(N)    118 53 40.86700(W) AD(       ) 3
 SW0298  NGVD 29 (??/??/92)  368.402  (m)         1208.67   (f) ADJ UNCH    2 0
 SW0298
 SW0298.Superseded values are not recommended for survey control.
 SW0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0298.See file dsdata.txt to determine how the superseded data were derived.
 SW0298
 SW0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN5610616545(NAD 83)
 SW0298_MARKER: DS = TRIANGULATION STATION DISK
 SW0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0298_STAMPING: FOUR 1957
 SW0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0298+STABILITY: SURFACE MOTION
 SW0298
 SW0298  HISTORY     - Date     Condition        Report By
 SW0298  HISTORY     - 1957     MONUMENTED       CGS
 SW0298  HISTORY     - 1967     GOOD             CGS
 SW0298  HISTORY     - 1967     GOOD             NGS
 SW0298
 SW0298                          STATION DESCRIPTION
 SW0298
 SW0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RCM)
 SW0298'THE STATION IS ABOUT 24 MILES WEST OF RITZVILLE, 19 MILES EAST OF
 SW0298'MOSES LAKE AND 10 MILES NORTHEAST OF WARDEN.  IT IS SITUATED IN
 SW0298'THE BOTTOM LAND OF WEBER COULEE, ON THE NORTH SIDE OF U.S. HIGHWAY
 SW0298'10 AND THE WATER COURSE OF WEBER COULEE.
 SW0298'
 SW0298'TO REACH THE STATION FROM THE GRANT-ADAMS COUNTY LINE, WHICH IS
 SW0298'ABOUT 15 MILES EAST OF MOSES LAKE, DRIVE EAST ON U.S. HIGHWAY 10 FOR
 SW0298'4.0 MILES TO THE STATION ON THE LEFT, NORTH, SIDE OF THE HIGHWAY.
 SW0298'
 SW0298'THE STATION MARK, STAMPED FOUR 1957, IS A STANDARD STATION MARK
 SW0298'DISK SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES
 SW0298'SQUARE AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 SW0298'IS 142 FEET NORTH OF U.S. HIGHWAY 10, 21 FEET NORTHWEST OF A
 SW0298'POWER POLE AND 6 FEET EAST OF A WHITE WITNESS POST.
 SW0298'
 SW0298'REFERENCE MARK 1, STAMPED FOUR NO 1 1957, IS A STANDARD REFERENCE
 SW0298'MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES
 SW0298'SQUARE AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 SW0298'IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 SW0298'
 SW0298'REFERENCE MARK 2, STAMPED FOUR NO 2 1957, IS A STANDARD REFERENCE
 SW0298'MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES
 SW0298'SQUARE AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 SW0298'IS 112 FEET NORTH OF U.S. HIGHWAY 10 AND ABOUT THE SAME ELEVATION
 SW0298'AS THE STATION MARK.
 SW0298
 SW0298                          STATION RECOVERY (1967)
 SW0298
 SW0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SW0298'THE STATION IS ABOUT 24 MILES WEST OF RITZVILLE, 19 MILES EAST
 SW0298'OF MOSES LAKE, AND 10 MILES NORTHEAST OF WARDEN.  IT IS IN THE
 SW0298'BOTTOM LAND OF WEBER COULEE ON THE NORTH SIDE OF U.S. HIGHWAY 10,
 SW0298'NEAR THE SOUTHWEST CORNER OF SECTION 35, T 19 N, R 31 E.  THE
 SW0298'STATION MARK, STAMPED FOUR 1957, IS A STANDARD DISK SET IN A
 SW0298'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 142 FEET
 SW0298'NORTH OF THE CENTER OF U.S. HIGHWAY 10, 21 FEET NORTH-NORTHWEST OF
 SW0298'A POWER POLE, 31 YARDS EAST OF A TRACK ROAD ALONG THE SECTION
 SW0298'LINE 19 YARDS SOUTHEAST OF A TRACK ROAD AND A METAL WITNESS
 SW0298'POST WAS SET 1 FOOT NORTH OF THE MARK.
 SW0298'
 SW0298'REFERENCE MARK NO. 1, STAMPED FOUR NO 1 1957, IS A STANDARD DISK
 SW0298'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 16
 SW0298'YARDS EAST-NORTHEAST OF THE POWER POLE AND 5 YARDS NORTH OF THE
 SW0298'LINE OF POLES TO THE WEST.
 SW0298'
 SW0298'REFERENCE MARK NO. 2, STAMPED FOUR NO 2 1957, IS A STANDARD DISK
 SW0298'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 8
 SW0298'YARDS SOUTHWEST OF THE POWER POLE AND 5 YARDS SOUTH OF THE LINE
 SW0298'OF POLES TO THE WEST.
 SW0298'
 SW0298'TO REACH THE STATION FROM THE POINT WHERE THE GRANT-ADAMS COUNTY
 SW0298'LINE CROSSES U.S. HIGHWAY 10 ABOUT 15 MILES EAST OF MOSES LAKE,
 SW0298'GO EAST ON U.S. HIGHWAY 10 FOR 4.0 MILES TO A FIELD ENTRANCE ON
 SW0298'THE LEFT AND THE STATION ON THE LEFT.
 SW0298
 SW0298                          STATION RECOVERY (1967)
 SW0298
 SW0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SW0298'16.75 MI E FROM MOSES LAKE.
 SW0298'THE MARK IS 16.75 MILES EAST OF STATE HIGHWAY 17 OVERPASS ON
 SW0298'INTERSTATE HIGHWAY 90 AT THE SOUTHEAST EDGE OF MOSES LAKE, 4.1 MILES
 SW0298'EAST OF THE GRANT-ADAMS COUNTY LINE, 142 FEET NORTH OF U. S. HIGHWAY
 SW0298'10 NEAR THE SOUTHWEST CORNER OF SECTION 35, T19N, R31E.  IT IS 31
 SW0298'YARDS EAST OF A TRACK ROAD ALONG THE SECTION LINE, 19 YARDS SOUTHEAST
 SW0298'OF A TRACK ROAD, 21 FEET NORTH-NORTHWEST OF A POWER POLE, A STANDARD
 SW0298'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES, A METAL
 SW0298'WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1186 ***********************************************************************
 SW1186  DESIGNATION -  FOUR CORNERS 1956
 SW1186  PID         -  SW1186
 SW1186  STATE/COUNTY-  WA/LINCOLN
 SW1186  USGS QUAD   -  LINCOLN (1985)
 SW1186
 SW1186                         *CURRENT SURVEY CONTROL
 SW1186  ___________________________________________________________________
 SW1186* NAD 83(1991)-  47 45 06.50694(N)    118 28 58.56122(W)     ADJUSTED  
 SW1186* NAVD 88     -       743.     (meters)    2438.     (feet)  SCALED    
 SW1186  ___________________________________________________________________
 SW1186  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 SW1186  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 SW1186
 SW1186  HORZ ORDER  -  THIRD
 SW1186
 SW1186.The horizontal coordinates were established by classical geodetic methods
 SW1186.and adjusted by the National Geodetic Survey in December 1991..
 SW1186
 SW1186.The orthometric height was scaled from a topographic map.
 SW1186
 SW1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1186
 SW1186.The geoid height was determined by GEOID03.
 SW1186
 SW1186;                    North         East     Units Scale Factor Converg.
 SW1186;SPC WA N     -    86,278.322   676,205.043   MT  0.99996256   +1 44 59.7
 SW1186;SPC WA N     -   283,064.79  2,218,516.05   sFT  0.99996256   +1 44 59.7
 SW1186;UTM  11      - 5,289,780.113   388,851.454   MT  0.99975181   -1 05 52.2
 SW1186
 SW1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1186!SPC WA N     -   0.99988655  x   0.99996256  =   0.99984911
 SW1186!UTM  11      -   0.99988655  x   0.99975181  =   0.99963838
 SW1186
 SW1186:                Primary Azimuth Mark                     Grid Az
 SW1186:SPC WA N     -  STOCKPILE 1956                           107 07 25.5
 SW1186:UTM  11      -  STOCKPILE 1956                           109 58 17.4
 SW1186
 SW1186|---------------------------------------------------------------------|
 SW1186| PID    Reference Object                     Distance      Geod. Az  |
 SW1186|                                                           dddmmss.s |
 SW1186| SW1190 STOCKPILE 1956                      APPROX. 0.5 KM 1085225.2 |
 SW1186|---------------------------------------------------------------------|
 SW1186
 SW1186                          SUPERSEDED SURVEY CONTROL
 SW1186
 SW1186  NAD 83(1986)-  47 45 06.51862(N)    118 28 58.55435(W) AD(       ) 3
 SW1186  NAD 27      -  47 45 06.95900(N)    118 28 54.58000(W) AD(       ) 3
 SW1186
 SW1186.Superseded values are not recommended for survey control.
 SW1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1186.See file dsdata.txt to determine how the superseded data were derived.
 SW1186
 SW1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN8885189780(NAD 83)
 SW1186
 SW1186  HISTORY     - Date     Condition        Report By
 SW1186  HISTORY     - 1956     MONUMENTED       NPRR
 SW1186
 SW1186                          STATION DESCRIPTION
 SW1186
 SW1186'DESCRIBED BY NORTHERN PACIFIC RAILROAD 1956
 SW1186'LOCATED APPROXIMATELY FIFTY FEET NORTHEAST OF THE WEST QUARTER
 SW1186'CORNER OF SECTION 13-T.26N-R.35E.W.M.  POINT IS THIRTY FEET
 SW1186'NORTH AND THIRTY FEET EAST OF FENCE CORNER AT ROAD JUNCTION TWO
 SW1186'MILES SOUTHEAST OF CRESTON WHERE COUNTY ROAD LEAVES U.S. HIGHWAY
 SW1186'NO. 2 GOING TOWARD LINCOLN.  A 3/4 INCH BLACK STEEL PIPE WAS
 SW1186'SET ONE FOOT BELOW THE GROUND SURFACE AND A 2X2-INCH FLAG EIGHT
 SW1186'FEET HIGH WAS ERECTED OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4714 ***********************************************************************
 SY4714  DESIGNATION -  FOUR MILE
 SY4714  PID         -  SY4714
 SY4714  STATE/COUNTY-  WA/KING
 SY4714  USGS QUAD   -  
 SY4714
 SY4714                         *CURRENT SURVEY CONTROL
 SY4714  ___________________________________________________________________
 SY4714* NAD 83(1991)-  47 38 26.79102(N)    122 24 55.72758(W)     ADJUSTED  
 SY4714* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY4714  ___________________________________________________________________
 SY4714  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 SY4714  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4714
 SY4714  HORZ ORDER  -  FIRST
 SY4714
 SY4714.The horizontal coordinates were established by classical geodetic methods
 SY4714.and adjusted by the National Geodetic Survey in December 1991..
 SY4714
 SY4714.The orthometric height was scaled from a topographic map.
 SY4714
 SY4714.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4714
 SY4714.The geoid height was determined by GEOID03.
 SY4714
 SY4714;                    North         East     Units Scale Factor Converg.
 SY4714;SPC WA N     -    72,464.635   381,125.587   MT  0.99997672   -1 10 40.6
 SY4714;SPC WA N     -   237,744.39  1,250,409.53   sFT  0.99997672   -1 10 40.6
 SY4714;UTM  10      - 5,276,540.633   543,904.336   MT  0.99962369   +0 25 54.9
 SY4714
 SY4714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4714!SPC WA N     -   1.00000260  x   0.99997672  =   0.99997932
 SY4714!UTM  10      -   1.00000260  x   0.99962369  =   0.99962628
 SY4714
 SY4714|---------------------------------------------------------------------|
 SY4714| PID    Reference Object                     Distance      Geod. Az  |
 SY4714|                                                           dddmmss.s |
 SY4714| CF6651 FOUR MILE RM 2                       18.090 METERS 13922     |
 SY4714| SY4764 FOUR MILE LIGHT                     246.577 METERS 14237     |
 SY4714| SY4579 DUWAMISH ALKI NE BASE               APPROX. 5.5 KM 1581157.2 |
 SY4714| SY4588 BLAKELY ROCK LIGHT 1921             APPROX. 7.1 KM 2233039.1 |
 SY4714| CF6650 FOUR MILE RM 1                        6.880 METERS 26203     |
 SY4714|---------------------------------------------------------------------|
 SY4714
 SY4714                          SUPERSEDED SURVEY CONTROL
 SY4714
 SY4714  NAD 83(1986)-  47 38 26.78541(N)    122 24 55.73238(W) AD(       ) 1
 SY4714  NAD 27      -  47 38 27.43400(N)    122 24 51.27300(W) AD(       ) 1
 SY4714
 SY4714.Superseded values are not recommended for survey control.
 SY4714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4714.See file dsdata.txt to determine how the superseded data were derived.
 SY4714
 SY4714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4390476541(NAD 83)
 SY4714_MARKER: DS = TRIANGULATION STATION DISK
 SY4714_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SY4714
 SY4714  HISTORY     - Date     Condition        Report By
 SY4714  HISTORY     - 1921     MONUMENTED       CGS
 SY4714  HISTORY     - 1924     MARK NOT FOUND   CGS
 SY4714  HISTORY     - 1934     SEE DESCRIPTION  CGS
 SY4714  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4714
 SY4714                          STATION DESCRIPTION
 SY4714
 SY4714'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4714'STATION IS LOCATED ON THE NORTH SHORE OF ELLIOT BAY ABOUT 200
 SY4714'METERS NW OF FOUR MILE ROCK LIGHT ON HIGH-WATER LINE.
 SY4714'
 SY4714'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 SY4714'
 SY4714'ONE STANDARD REFERENCE MARK WAS SET IN A FLAT-TOPPED GRANITE
 SY4714'BOULDER NEAR HIGH-WATER LINE AND ABOUT 4-1/2 FEET AT BASE.  ANOTHER
 SY4714'STANDARD REFERENCE MARK WAS SET IN AN IRREGULAR-SHAPED BOULDER 4
 SY4714'FEET HIGH AND 4 FEET AT BASE, AND IS LOCATED BELOW EXTREME
 SY4714'HIGH-WATER LINE.
 SY4714
 SY4714                          STATION RECOVERY (1924)
 SY4714
 SY4714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (CLG)
 SY4714'COULD NOT FIND STATION.  PROBABLY DESTROYED.
 SY4714'
 SY4714'REFERENCE MARK NO.1 HAS BEEN DESTROYED.  THE BOULDER WAS BROKEN
 SY4714'UP, AND USED IN BUILDING A SEAWALL NEARBY.  REFERENCE MARK NO.2
 SY4714'FOUND AS DESCRIBED.
 SY4714'
 SY4714'LIMITED TIME AVAILABLE WHEN SEARCH WAS MADE FOR THE STATION,
 SY4714'PREVENTED RE-MARKING AT THIS TIME, AND NO OTHER OPPORTUNITY WAS
 SY4714'AFFORDED BEFORE THE SHIP LEFT FOR ALASKA.
 SY4714
 SY4714                          STATION RECOVERY (1934)
 SY4714
 SY4714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4714'STATION LOST.  NEW STATION FULMER 1934 ESTABLISHED IN VICINITY.
 SY4714
 SY4714                          STATION RECOVERY (2001)
 SY4714
 SY4714'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4714' 
 SY4714' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2263 ***********************************************************************
 SA2263  DESIGNATION -  FOUR MILE
 SA2263  PID         -  SA2263
 SA2263  STATE/COUNTY-  WA/BENTON
 SA2263  USGS QUAD   -  JOHNSON BUTTE (1978)
 SA2263
 SA2263                         *CURRENT SURVEY CONTROL
 SA2263  ___________________________________________________________________
 SA2263* NAD 83(1991)-  46 00 15.96442(N)    119 12 12.61578(W)     ADJUSTED  
 SA2263* NAVD 88     -       414.4    (meters)    1360.     (feet)  VERTCON   
 SA2263  ___________________________________________________________________
 SA2263  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 SA2263  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SA2263
 SA2263  HORZ ORDER  -  SECOND
 SA2263
 SA2263.The horizontal coordinates were established by classical geodetic methods
 SA2263.and adjusted by the National Geodetic Survey in December 1991..
 SA2263
 SA2263.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2263
 SA2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2263
 SA2263.The geoid height was determined by GEOID03.
 SA2263
 SA2263;                    North         East     Units Scale Factor Converg.
 SA2263;SPC WA S     -    75,418.221   600,414.828   MT  0.99996560   +0 56 30.4
 SA2263;SPC WA S     -   247,434.61  1,969,860.98   sFT  0.99996560   +0 56 30.4
 SA2263;SPC OR N     -   260,593.385 2,600,418.608   MT  1.00000113   +0 55 10.0
 SA2263;SPC OR N     -   854,965.17  8,531,557.11   iFT  1.00000113   +0 55 10.0
 SA2263;UTM  11      - 5,096,900.852   329,392.606   MT  0.99995783   -1 35 08.0
 SA2263
 SA2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2263!SPC WA S     -   0.99993841  x   0.99996560  =   0.99990401
 SA2263!SPC OR N     -   0.99993841  x   1.00000113  =   0.99993954
 SA2263!UTM  11      -   0.99993841  x   0.99995783  =   0.99989624
 SA2263
 SA2263:                Primary Azimuth Mark                     Grid Az
 SA2263:SPC WA S     -  JOHNSON BUTTE TV STA KEPR MAST           003 43 40.7
 SA2263:SPC OR N     -  JOHNSON BUTTE TV STA KEPR MAST           003 45 01.1
 SA2263:UTM  11      -  JOHNSON BUTTE TV STA KEPR MAST           006 15 19.1
 SA2263
 SA2263|---------------------------------------------------------------------|
 SA2263| PID    Reference Object                     Distance      Geod. Az  |
 SA2263|                                                           dddmmss.s |
 SA2263| SA2261 JOHNSON BUTTE TV STA KEPR MAST      APPROX.10.4 KM 0044011.1 |
 SA2263| CF5297 FOUR MILE RM 1                        6.029 METERS 11535     |
 SA2263| RB1390 STANFIELD MUNICIPAL TANK            APPROX.24.8 KM 1824221.0 |
 SA2263| CF5298 FOUR MILE RM 2                        5.516 METERS 19515     |
 SA2263| RB1407 PORTLAND SPOKANE AWY BCN 16         APPROX.46.7 KM 2023037.2 |
 SA2263| RB1426 UMATILLA ELEVATED WOOD TANK         APPROX.28.5 KM 2153108.3 |
 SA2263| RB1429 UMATILLA ELEVATED TANK              APPROX.27.7 KM 2183311.2 |
 SA2263| RB1469 PORTLAND SPOKANE AWY BCN 14         APPROX.66.1 KM 2240812.6 |
 SA2263| RB1413 UMATILLA RAILROAD ELEVATED TK       APPROX.13.4 KM 2260606.4 |
 SA2263| CF5296 FOUR MILE AZ MK RESET                              3371105.8 |
 SA2263| SA1086 FOUR MILE AZ MK                                    3373823.9 |
 SA2263|---------------------------------------------------------------------|
 SA2263
 SA2263                          SUPERSEDED SURVEY CONTROL
 SA2263
 SA2263  NAD 83(1991)-  46 00 15.96455(N)    119 12 12.61558(W) AD(       ) 2
 SA2263  NAD 83(1986)-  46 00 15.97104(N)    119 12 12.60965(W) AD(       ) 2
 SA2263  NAD 27      -  46 00 16.49400(N)    119 12 08.56400(W) AD(       ) 2
 SA2263  NGVD 29 (07/19/86)  413.4    (m)         1356.     (f) VERT ANG       
 SA2263
 SA2263.Superseded values are not recommended for survey control.
 SA2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2263.See file dsdata.txt to determine how the superseded data were derived.
 SA2263
 SA2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLL2939396901(NAD 83)
 SA2263_MARKER: DS = TRIANGULATION STATION DISK
 SA2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2263_STAMPING: FOUR MILE 1947
 SA2263_MARK LOGO: CGS   
 SA2263
 SA2263  HISTORY     - Date     Condition        Report By
 SA2263  HISTORY     - 1947     MONUMENTED       CGS
 SA2263  HISTORY     - 1964     GOOD             CGS
 SA2263  HISTORY     - 1971     GOOD             NGS
 SA2263
 SA2263                          STATION DESCRIPTION
 SA2263
 SA2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (WRH)
 SA2263'THE STATION IS LOCATED ON THE SUMMIT OF A GRASSY KNOLL ABOUT 15
 SA2263'MILES AIRLINE SOUTH SOUTHWEST OF KENNEWICK.  ABOUT 6.5 MILES
 SA2263'AIRLINE NORTHEAST OF PLYMOUTH.  ABOUT 4 MILES NORTH OF THE
 SA2263'COLUMBIA RIVER.  ABOUT 1.75 MILES SOUTHEAST OF SOME RANCH
 SA2263'BUILDINGS.
 SA2263'
 SA2263'THE STATION IS 5-1/2 FEET EAST OF A WIRE FENCE, 6 FEET SOUTHEAST
 SA2263'OF A WHITE WITNESS POST.  IT IS STAMPED FOUR MILE 1947, PROJECTS
 SA2263'1 INCH ABOVE THE GROUND.
 SA2263'
 SA2263'REFERENCE MARK NUMBER ONE IS 1 FOOT LOWER THAN THE STATION.  IT
 SA2263'IS STAMPED FOUR MILE NO 1 1947, PROJECTS 2 INCHES ABOVE THE GROUND.
 SA2263'
 SA2263'REFERENCE MARK NUMBER TWO IS 4 FEET EAST OF A WIRE FENCE.  IT IS
 SA2263'STAMPED FOUR MILE NO 2 1947, PROJECTS 2 INCHES ABOVE THE GROUND.
 SA2263'
 SA2263'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTERLINE OF A PAVED
 SA2263'ROAD, 20 FEET NORTH OF A TRACK ROAD, 3 FEET WEST OF A WIRE
 SA2263'FENCE.  IT IS STAMPED FOUR MILE 1947, PROJECTS 2 INCHES ABOVE THE
 SA2263'GROUND.  REACHED FROM THE STATION BY FOLLOWING A TRACK ROAD EAST
 SA2263'FOR 0.6 MILE TO A FIRE BREAK ROAD.  TURN LEFT AND FOLLOW THE FIRE
 SA2263'BREAK ROAD FOR 1.3 MILE.  TAKE THE LEFT FORK AND GO 0.9 MILE TO
 SA2263'THE PAVED ROAD.  TURN RIGHT ON THE PAVED ROAD AND GO NORTH FOR
 SA2263'1.5 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 SA2263'
 SA2263'TO REACH THE STATION FROM THE POST OFFICE IN KENNEWICK GO WEST
 SA2263'ON KENNEWICK AVENUE FOR 3.1 MILES TO A T-ROAD JUNCTION.  TURN LEFT
 SA2263'AS PER SIGN PLYMOUTH AND GO 12.6 MILES TO THE AZIMUTH MARK ON THE
 SA2263'LEFT.  CONTINUE SOUTH ON THE PAVED ROAD FOR 1.5 MILES TO SOME
 SA2263'RANCH BUILDINGS ON THE LEFT.  TURN LEFT THROUGH THE YARD AND GO
 SA2263'0.1 MILE TO A GATE.  GO THROUGH THE GATE AND FOLLOW A FARM ROAD
 SA2263'FOR 0.8 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.7 MILE TO
 SA2263'A GATE ACROSS THE ROAD.  GO THROUGH THE GATE AND CONTINUE ON THE
 SA2263'FIRE BREAK ROAD FOR 0.6 MILE TO THE SUMMIT OF THE RIDGE AND
 SA2263'A TRACK ROAD ON THE RIGHT.  TURN RIGHT, WEST AND GO 0.6 MILE TO
 SA2263'A WIRE FENCE AND THE STATION IS ON THE HIGHEST POINT AS
 SA2263'DESCRIBED.
 SA2263
 SA2263                          STATION RECOVERY (1964)
 SA2263
 SA2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 SA2263'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 SA2263'CONDITION.  A METAL WITNESS POST WAS PLACED 4 FEET WEST OF THE
 SA2263'STATION MARK IN THE OLD FENCE LINE.  A METAL WITNESS POST WAS
 SA2263'PLACED 0.5 FOOT WEST OF THE AZIMUTH MARK.  A NEW TO REACH FOLLOWS.
 SA2263'
 SA2263'TO REACH THE STATION FROM THE PLYMOUTH POST OFFICE GO NORTH ON
 SA2263'THE MACADAM ROAD FOR 0.7 MILE TO STATE HIGHWAY 12, CONTINUE NORTH
 SA2263'AND NORTHEAST ON STATE HIGHWAY 12 FOR 8.2 MILES TO A DRIVEWAY AND
 SA2263'A SET OF RANCH BUILDINGS ON THE RIGHT, TURN RIGHT ONTO THE
 SA2263'DRIVEWAY, PASSING BETWEEN TWO HOUSES AND GO SOUTHEAST ON THE
 SA2263'BLADED ROAD FOR 0.1 MILE TO A BOARD GATE, GATE 1, PASS THROUGH
 SA2263'GATE AND FOLLOW BLADED ROAD SOUTHEAST FOR 0.7 MILE TO A TRACK
 SA2263'ROAD RIGHT, TURN RIGHT LEAVING THE BLADED ROAD AND FOLLOW THE
 SA2263'TRACK ROAD SOUTHEAST, UPHILL FOR 0.6 MILE TO A T INTERSECTION
 SA2263'OF THE TRACK ROAD AT A 4 BY 4 FOOT WOODEN BOX THAT IS
 SA2263'PROTECTING SOME METAL VALVES, TURN LEFT AND GO EAST ON THE
 SA2263'TRACK ROAD FOR 0.25 MILE TO THE REMAINS OF A NORTH-SOUTH
 SA2263'FENCE LINE, TURN RIGHT, LEAVING THE TRACK ROAD, AND GO SOUTH
 SA2263'0.05 MILE TO THE STATION.
 SA2263
 SA2263                          STATION RECOVERY (1971)
 SA2263
 SA2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SA2263'THE STATION IS LOCATED ON THE SUMMIT OF A GRASSY KNOLL, ABOUT 15
 SA2263'MILES SOUTH-SOUTHWEST OF KENNEWICK, 6.5 MILES NORTHEAST OF
 SA2263'PLYMOUTH, 4 MILES NORTH OF THE COLUMBIA RIVER AND 1-3/4 MILES
 SA2263'SOUTHEAST OF THE RANCH BUILDINGS OCCUPIED BY HALE QUIGLEY AND
 SA2263'OWNED BY THE COFFIN SHEEP CO..
 SA2263'
 SA2263'TO REACH FROM THE WASHINGTON STATE HIGHWAY PATROL HEADQUARTERS
 SA2263'IN THE SOUTH PART OF KENNEWICK, GO SOUTH ON STATE HIGHWAY 14 FOR
 SA2263'12.65 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON
 SA2263'THE HIGHWAY 1.55 MILES TO THE COFFIN SHEEP CO RANCH BUILDINGS ON
 SA2263'THE LEFT, TURN LEFT INTO THE DRIVEWAY AND GO 0.1 MILE TO THE
 SA2263'GATE AT THE SOUTHEAST CORNER OF THE YARD.  PASS THROUGH THE GATE
 SA2263'AND FOLLOW THE FARM ROAD SOUTHEASTERLY 0.65 MILE, KEEP THE
 SA2263'RIGHT FORK, UPHILL, 0.6 MILE TO A SADDLE.  BEAR LEFT AND GO
 SA2263'EAST ALONG THE RIDGE FOR 0.25 MILE TO THE POINT WHERE THE RIDGE
 SA2263'TURNS FROM EAST TO NORTHEAST, AND THE STATION.
 SA2263'
 SA2263'THE STATION MARK STAMPED FOUR MILE 1947, IS A STANDARD DISK SET
 SA2263'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS ON THE
 SA2263'SOUTHEASTERN PART OF THE SUMMIT, 6 FEET EAST OF A METAL WITNESS
 SA2263'POST AND ON LINE WITH A 1/2-MILE LONG FENCELINE VISIBLE IN THE
 SA2263'VALLEY ABOUT 1 MILE TO THE NORTH.
 SA2263'
 SA2263'REFERENCE MARK NO. 1, STAMPED FOUR MILE NO 1 1947 IS A STANDARD
 SA2263'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 SA2263'IS ABOUT 1 FOOT LOWER THAN THE STATION.
 SA2263'
 SA2263'REFERENCE MARK NO. 2, STAMPED FOUR MILE NO 2 1947, IS A STANDARD
 SA2263'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND IS
 SA2263'ABOUT THE SAME ELEVATION AS THE STATION.
 SA2263'
 SA2263'THE ORIGINAL AZIMUTH MARK WAS IN THE WAY OF ROAD CONSTRUCTION.  A
 SA2263'NEW MARK WAS ESTABLISHED AND THE OLD DISK REMOVED.
 SA2263'
 SA2263'AZIMUTH MARK 1971, IS A STANDARD DISK SET IN A ROUND CONCRETE
 SA2263'POST WHICH PROJECTS 2 INCHES, IT IS ABOUT 200 YARDS SOUTH OF THE
 SA2263'POINT WHERE THE ROAD CROSSES THE SUMMIT OF A GRADE, ON THE
 SA2263'SOUTHERN PART OF THE SUMMIT OF A RIDGE, 100 FEET WEST OF THE
 SA2263'PROPOSED CENTERLINE OF THE NEW HIGHWAY AND 2 FEET SOUTH OF A
 SA2263'METAL WITNESS POST.  IT IS STAMPED FOUR MILE 1947 1971.
 SA2263'
 SA2263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA2263'6.5 MILES NORTHEAST OF PLYMOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1086 ***********************************************************************
 SA1086  DESIGNATION -  FOUR MILE AZ MK
 SA1086  PID         -  SA1086
 SA1086  STATE/COUNTY-  WA/BENTON
 SA1086  USGS QUAD   -  JOHNSON BUTTE (1978)
 SA1086
 SA1086                         *CURRENT SURVEY CONTROL
 SA1086  ___________________________________________________________________
 SA1086* NAD 83(1986)-  46 02 23.     (N)    119 13 27.     (W)     SCALED    
 SA1086* NAVD 88     -       366.590  (meters)    1202.72   (feet)  ADJUSTED  
 SA1086  ___________________________________________________________________
 SA1086  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 SA1086  DYNAMIC HT  -         366.582 (meters)    1202.69  (feet)  COMP
 SA1086  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 SA1086
 SA1086  VERT ORDER  -  SECOND    CLASS 0
 SA1086
 SA1086.The horizontal coordinates were scaled from a topographic map and have
 SA1086.an estimated accuracy of +/- 6 seconds.
 SA1086
 SA1086.The orthometric height was determined by differential leveling
 SA1086.and adjusted by the National Geodetic Survey in June 1991..
 SA1086
 SA1086.The geoid height was determined by GEOID03.
 SA1086
 SA1086.The dynamic height is computed by dividing the NAVD 88
 SA1086.geopotential number by the normal gravity value computed on the
 SA1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1086.degrees latitude (g = 980.6199 gals.).
 SA1086
 SA1086.The modeled gravity was interpolated from observed gravity values.
 SA1086
 SA1086;                    North         East    Units  Estimated Accuracy
 SA1086;SPC WA S     -    79,310.      598,750.      MT  (+/- 180 meters Scaled)
 SA1086
 SA1086                          SUPERSEDED SURVEY CONTROL
 SA1086
 SA1086  NGVD 29 (??/??/92)  365.554  (m)         1199.32   (f) ADJ UNCH    2 0
 SA1086
 SA1086.Superseded values are not recommended for survey control.
 SA1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1086.See file dsdata.txt to determine how the superseded data were derived.
 SA1086
 SA1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM279008(NAD 83)
 SA1086_MARKER: DZ = AZIMUTH MARK DISK
 SA1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA1086_STAMPING: FOUR MILE 1947
 SA1086_MARK LOGO: CGS   
 SA1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA1086+STABILITY: SURFACE MOTION
 SA1086
 SA1086  HISTORY     - Date     Condition        Report By
 SA1086  HISTORY     - 1947     MONUMENTED       CGS
 SA1086  HISTORY     - 1950     GOOD             CGS
 SA1086  HISTORY     - 1983     GOOD             NGS
 SA1086
 SA1086                          STATION DESCRIPTION
 SA1086
 SA1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 SA1086'11.2 MI NE FROM PLYMOUTH.
 SA1086'0.2 MILE WEST ALONG THE SPOKANE, PORTLAND, AND SEATTLE RAILROAD FROM
 SA1086'THE STATION AT PLYMOUTH, THENCE 11.0 MILES NORTHEAST ALONG STATE
 SA1086'HIGHWAY 8, AT A T JUNCTION OF A TRACK ROAD LEADING EAST, 35.0 FEET
 SA1086'EAST OF THE CENTER LINE OF THE HIGHWAY, 21.0 FEET NORTH OF THE CENTER
 SA1086'LINE OF THE TRACK ROAD, 15.2 FEET NORTH OF THE NORTH GATE POST, 3.5
 SA1086'FEET WEST OF A FENCE, 2.6 FEET SOUTH OF A WITNESS POST, ABOUT 1.0 FOOT
 SA1086'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SA1086'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SA1086
 SA1086                          STATION RECOVERY (1983)
 SA1086
 SA1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SA1086'14.48 KM (9.0 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE NEW STATE
 SA1086'HIGHWAY PATROLE OFFICE AT THE SOUTH EDGE OF KENNEWICK TO ROAD
 SA1086'APPROACH ON THE RIGHT AND THE MARK ON THE RIGHT. 29 M (95 FT) WEST OF
 SA1086'THE CENTER OF THE HIGHWAY 8.8 M (29 FT) NORTH OF A GATE POST 1.8 M (6
 SA1086'FT) EAST OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4764 ***********************************************************************
 SY4764  DESIGNATION -  FOUR MILE LIGHT
 SY4764  PID         -  SY4764
 SY4764  STATE/COUNTY-  WA/KING
 SY4764  USGS QUAD   -  
 SY4764
 SY4764                         *CURRENT SURVEY CONTROL
 SY4764  ___________________________________________________________________
 SY4764* NAD 83(1991)-  47 38 20.44760(N)    122 24 48.55430(W)     ADJUSTED  
 SY4764* NAVD 88     -                                                        
 SY4764  ___________________________________________________________________
 SY4764  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 SY4764  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4764
 SY4764  HORZ ORDER  -  THIRD
 SY4764
 SY4764.The horizontal coordinates were established by classical geodetic methods
 SY4764.and adjusted by the National Geodetic Survey in December 1991..
 SY4764
 SY4764
 SY4764.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4764
 SY4764.The geoid height was determined by GEOID03.
 SY4764
 SY4764;                    North         East     Units Scale Factor Converg.
 SY4764;SPC WA N     -    72,265.693   381,271.256   MT  0.99997697   -1 10 35.2
 SY4764;SPC WA N     -   237,091.69  1,250,887.45   sFT  0.99997697   -1 10 35.2
 SY4764;UTM  10      - 5,276,345.930   544,055.482   MT  0.99962385   +0 26 00.2
 SY4764
 SY4764                          SUPERSEDED SURVEY CONTROL
 SY4764
 SY4764  NAD 83(1986)-  47 38 20.44204(N)    122 24 48.55921(W) AD(       ) 4
 SY4764  NAD 27      -  47 38 21.09100(N)    122 24 44.10000(W) AD(       ) 3
 SY4764
 SY4764.Superseded values are not recommended for survey control.
 SY4764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4764.See file dsdata.txt to determine how the superseded data were derived.
 SY4764
 SY4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4405576346(NAD 83)
 SY4764_MARKER: 14 = NAVIGATION LIGHT
 SY4764
 SY4764  HISTORY     - Date     Condition        Report By
 SY4764  HISTORY     - 1921     FIRST OBSERVED   CGS
 SY4764  HISTORY     - 1934     GOOD             CGS
 SY4764  HISTORY     - 1938     GOOD             CGS
 SY4764  HISTORY     - 1963     MARK NOT FOUND   CGS
 SY4764  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY4764
 SY4764                          STATION DESCRIPTION
 SY4764
 SY4764'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EWE)
 SY4764'STATION IS THE BLINKER LIGHT ON TOP OF FOUR MILE ROCK.
 SY4764
 SY4764                          STATION RECOVERY (1934)
 SY4764
 SY4764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4764'A FLASHING WHITE LIGHT ON FOUR MILE ROCK AT N SIDE OF ENTRANCE
 SY4764'TO SEATTLE HARBOR.  TOP OF LANTERN ON WHITE SQUARE HOUSE.
 SY4764'
 SY4764'NO.824 IN 1934 LIGHT LIST.
 SY4764
 SY4764                          STATION RECOVERY (1938)
 SY4764
 SY4764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (HJO)
 SY4764'AN INTERSECTION STATION.  STATION IS ON PUGET SOUND.  BLINKER
 SY4764'LIGHT ON TOP OF FOUR MILE ROCK NORTHERN SHORE OF ELLIOTT BAY.
 SY4764
 SY4764                          STATION RECOVERY (1963)
 SY4764
 SY4764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4764'THE STATION IS LOST.  THE LIGHT WAS REPORTED TO HAVE BEEN REBUILT
 SY4764'IN 1938.
 SY4764
 SY4764                          STATION RECOVERY (2002)
 SY4764
 SY4764'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0299 ***********************************************************************
 SW0299  DESIGNATION -  FOUR RM 1
 SW0299  PID         -  SW0299
 SW0299  STATE/COUNTY-  WA/ADAMS
 SW0299  USGS QUAD   -  WEBER (1981)
 SW0299
 SW0299                         *CURRENT SURVEY CONTROL
 SW0299  ___________________________________________________________________
 SW0299* NAD 83(1986)-  47 05 12.     (N)    118 53 44.     (W)     SCALED    
 SW0299* NAVD 88     -       369.620  (meters)    1212.66   (feet)  ADJUSTED  
 SW0299  ___________________________________________________________________
 SW0299  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SW0299  DYNAMIC HT  -         369.642 (meters)    1212.73  (feet)  COMP
 SW0299  MODELED GRAV-     980,661.4   (mgal)                       NAVD 88
 SW0299
 SW0299  VERT ORDER  -  SECOND    CLASS 0
 SW0299
 SW0299.The horizontal coordinates were scaled from a topographic map and have
 SW0299.an estimated accuracy of +/- 6 seconds.
 SW0299
 SW0299.The orthometric height was determined by differential leveling
 SW0299.and adjusted by the National Geodetic Survey in June 1991..
 SW0299
 SW0299.The geoid height was determined by GEOID03.
 SW0299
 SW0299.The dynamic height is computed by dividing the NAVD 88
 SW0299.geopotential number by the normal gravity value computed on the
 SW0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0299.degrees latitude (g = 980.6199 gals.).
 SW0299
 SW0299.The modeled gravity was interpolated from observed gravity values.
 SW0299
 SW0299;                    North         East    Units  Estimated Accuracy
 SW0299;SPC WA S     -   196,130.      621,820.      MT  (+/- 180 meters Scaled)
 SW0299
 SW0299                          SUPERSEDED SURVEY CONTROL
 SW0299
 SW0299  NGVD 29 (??/??/92)  368.492  (m)         1208.96   (f) ADJ UNCH    2 0
 SW0299
 SW0299.Superseded values are not recommended for survey control.
 SW0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0299.See file dsdata.txt to determine how the superseded data were derived.
 SW0299
 SW0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN561165(NAD 83)
 SW0299_MARKER: DR = REFERENCE MARK DISK
 SW0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0299_STAMPING: FOUR NO 1 1957
 SW0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0299+STABILITY: SURFACE MOTION
 SW0299
 SW0299  HISTORY     - Date     Condition        Report By
 SW0299  HISTORY     - 1957     MONUMENTED       CGS
 SW0299  HISTORY     - 1967     GOOD             NGS
 SW0299
 SW0299                          STATION DESCRIPTION
 SW0299
 SW0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SW0299'IN MOSES LAKE.
 SW0299'THE MARK IS 53.2 FEET EAST OF TRIANGULATION STATION FOUR PREVIOUSLY
 SW0299'DESCRIBED, IT IS 16 YARDS EAST-NORTHEAST OF THE POWER POLE AND 5 YARDS
 SW0299'NORTH OF THE LINE OF POLES TO THE WEST.  A REFERENCE MARK DISK SET IN
 SW0299'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW0297 ***********************************************************************
 SW0297  DESIGNATION -  FOUR RM 2
 SW0297  PID         -  SW0297
 SW0297  STATE/COUNTY-  WA/ADAMS
 SW0297  USGS QUAD   -  WEBER (1981)
 SW0297
 SW0297                         *CURRENT SURVEY CONTROL
 SW0297  ___________________________________________________________________
 SW0297* NAD 83(1986)-  47 05 12.     (N)    118 53 44.     (W)     SCALED    
 SW0297* NAVD 88     -       369.476  (meters)    1212.19   (feet)  ADJUSTED  
 SW0297  ___________________________________________________________________
 SW0297  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SW0297  DYNAMIC HT  -         369.497 (meters)    1212.26  (feet)  COMP
 SW0297  MODELED GRAV-     980,661.4   (mgal)                       NAVD 88
 SW0297
 SW0297  VERT ORDER  -  SECOND    CLASS 0
 SW0297
 SW0297.The horizontal coordinates were scaled from a topographic map and have
 SW0297.an estimated accuracy of +/- 6 seconds.
 SW0297
 SW0297.The orthometric height was determined by differential leveling
 SW0297.and adjusted by the National Geodetic Survey in June 1991..
 SW0297
 SW0297.The geoid height was determined by GEOID03.
 SW0297
 SW0297.The dynamic height is computed by dividing the NAVD 88
 SW0297.geopotential number by the normal gravity value computed on the
 SW0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SW0297.degrees latitude (g = 980.6199 gals.).
 SW0297
 SW0297.The modeled gravity was interpolated from observed gravity values.
 SW0297
 SW0297;                    North         East    Units  Estimated Accuracy
 SW0297;SPC WA S     -   196,130.      621,820.      MT  (+/- 180 meters Scaled)
 SW0297
 SW0297                          SUPERSEDED SURVEY CONTROL
 SW0297
 SW0297  NGVD 29 (??/??/92)  368.348  (m)         1208.49   (f) ADJ UNCH    2 0
 SW0297
 SW0297.Superseded values are not recommended for survey control.
 SW0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW0297.See file dsdata.txt to determine how the superseded data were derived.
 SW0297
 SW0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN561165(NAD 83)
 SW0297_MARKER: DR = REFERENCE MARK DISK
 SW0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SW0297_STAMPING: FOUR NO 2 1957
 SW0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SW0297+STABILITY: SURFACE MOTION
 SW0297
 SW0297  HISTORY     - Date     Condition        Report By
 SW0297  HISTORY     - 1957     MONUMENTED       CGS
 SW0297  HISTORY     - 1967     GOOD             NGS
 SW0297
 SW0297                          STATION DESCRIPTION
 SW0297
 SW0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 SW0297'19.25 MI E FROM MOSES LAKE.
 SW0297'19.25 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE INTERSECTION OF
 SW0297'BROADWAY AVENUE (U.S. HIGHWAY 10) AND DIVISION STREET IN MOSES LAKE,
 SW0297'ABOUT 4 MILES EAST OF THE ADAMS-GRANT COUNTY LINE, 112 FEET NORTH OF
 SW0297'THE CENTER LINE OF THE HIGHWAY, 37.37 FEET SOUTH OF TRIANGULATION
 SW0297'STATION FOUR, IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2
 SW0297'INCHES ABOVE THE SURFACE OF THE GROUND.
 SW0297
 SW0297                          STATION RECOVERY (1967)
 SW0297
 SW0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SW0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4766 ***********************************************************************
 SY4766  DESIGNATION -  FOURMILE ROCK LIGHT
 SY4766  PID         -  SY4766
 SY4766  STATE/COUNTY-  WA/KING
 SY4766  USGS QUAD   -  
 SY4766
 SY4766                         *CURRENT SURVEY CONTROL
 SY4766  ___________________________________________________________________
 SY4766* NAD 83(1991)-  47 38 20.44457(N)    122 24 48.55186(W)     ADJUSTED  
 SY4766* NAVD 88     -                                                        
 SY4766  ___________________________________________________________________
 SY4766  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 SY4766  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4766
 SY4766  HORZ ORDER  -  THIRD
 SY4766
 SY4766.The horizontal coordinates were established by classical geodetic methods
 SY4766.and adjusted by the National Geodetic Survey in December 1991..
 SY4766
 SY4766
 SY4766.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4766
 SY4766.The geoid height was determined by GEOID03.
 SY4766
 SY4766;                    North         East     Units Scale Factor Converg.
 SY4766;SPC WA N     -    72,265.598   381,271.305   MT  0.99997697   -1 10 35.2
 SY4766;SPC WA N     -   237,091.38  1,250,887.61   sFT  0.99997697   -1 10 35.2
 SY4766;UTM  10      - 5,276,345.837   544,055.534   MT  0.99962385   +0 26 00.2
 SY4766
 SY4766                          SUPERSEDED SURVEY CONTROL
 SY4766
 SY4766  NAD 83(1986)-  47 38 20.43895(N)    122 24 48.55667(W) AD(       ) 4
 SY4766  NAD 27      -  47 38 21.08800(N)    122 24 44.09500(W) AD(       ) 3
 SY4766
 SY4766.Superseded values are not recommended for survey control.
 SY4766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4766.See file dsdata.txt to determine how the superseded data were derived.
 SY4766
 SY4766_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4405676346(NAD 83)
 SY4766
 SY4766  HISTORY     - Date     Condition        Report By
 SY4766  HISTORY     - 1963     MONUMENTED       CGS
 SY4766  HISTORY     - 1970     SEE DESCRIPTION  NGS
 SY4766  HISTORY     - 1983     GOOD             USPSQD
 SY4766
 SY4766                          STATION DESCRIPTION
 SY4766
 SY4766'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4766'LOCATED ON THE NORTH SHORE OF ELLIOTT BAY, ABOUT 2 MILES SOUTHEAST
 SY4766'OF WEST POINT, ABOUT 200 FEET OFFSHORE AND ON FOURMILE ROCK.
 SY4766'
 SY4766'THE STATION IS A GREEN LIGHT ATOP A 3 FOOT SQUARE BY 7 FOOT HIGH
 SY4766'METAL HOUSE.
 SY4766
 SY4766                          STATION RECOVERY (1970)
 SY4766
 SY4766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JBW)
 SY4766'RECOVERED IN GOOD CONDITION.
 SY4766'
 SY4766'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT SEATTLE.
 SY4766
 SY4766                          STATION RECOVERY (1983)
 SY4766
 SY4766'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY4766'STATION RECOVERED GOOD.
 SY4766'
 SY4766'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2244 ***********************************************************************
 SA2244  DESIGNATION -  FOURTEEN
 SA2244  PID         -  SA2244
 SA2244  STATE/COUNTY-  WA/FRANKLIN
 SA2244  USGS QUAD   -  PASCO (1992)
 SA2244
 SA2244                         *CURRENT SURVEY CONTROL
 SA2244  ___________________________________________________________________
 SA2244* NAD 83(1991)-  46 14 02.01397(N)    119 03 16.92604(W)     ADJUSTED  
 SA2244* NAVD 88     -       134.6    (meters)     442.     (feet)  VERTCON   
 SA2244  ___________________________________________________________________
 SA2244  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 SA2244  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA2244
 SA2244  HORZ ORDER  -  SECOND
 SA2244
 SA2244.The horizontal coordinates were established by classical geodetic methods
 SA2244.and adjusted by the National Geodetic Survey in December 1991..
 SA2244
 SA2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2244
 SA2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2244
 SA2244.The geoid height was determined by GEOID03.
 SA2244
 SA2244;                    North         East     Units Scale Factor Converg.
 SA2244;SPC WA S     -   101,118.038   611,471.224   MT  0.99993328   +1 02 59.5
 SA2244;SPC WA S     -   331,751.43  2,006,135.17   sFT  0.99993328   +1 02 59.5
 SA2244;UTM  11      - 5,122,087.019   341,572.820   MT  0.99990854   -1 29 02.9
 SA2244
 SA2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2244!SPC WA S     -   0.99998231  x   0.99993328  =   0.99991559
 SA2244!UTM  11      -   0.99998231  x   0.99990854  =   0.99989085
 SA2244
 SA2244:                Primary Azimuth Mark                     Grid Az
 SA2244:SPC WA S     -  POWER TOWER NEAR LERLERC                 091 08 35.8
 SA2244:UTM  11      -  POWER TOWER NEAR LERLERC                 093 40 38.2
 SA2244
 SA2244|---------------------------------------------------------------------|
 SA2244| PID    Reference Object                     Distance      Geod. Az  |
 SA2244|                                                           dddmmss.s |
 SA2244| SA1997 POWER TOWER NEAR LERLERC            APPROX.21.2 KM 0921135.3 |
 SA2244| CF5299 S 75                                               0943515.1 |
 SA2244| AH6915 FOURTEEN RM 2                         6.519 METERS 11815     |
 SA2244| SA2248 FOURTEEN RM 3 AZIMUTH               APPROX. 1.9 KM 1252352.8 |
 SA2244| SA2240 PASCO EAST MUNICIPAL TANK           APPROX. 2.1 KM 2762938.0 |
 SA2244| SA2228 PASCO WEST MUNICIPAL TANK           APPROX. 3.3 KM 2781208.7 |
 SA2244| SA2210 PASCO NAVAL AIR STA SE TANK         APPROX. 4.6 KM 3110451.5 |
 SA2244| SA2209 PASCO NAVAL AIR STA NW TANK         APPROX. 5.2 KM 3150229.3 |
 SA2244| AH6914 FOURTEEN RM 1                         8.153 METERS 35724     |
 SA2244|---------------------------------------------------------------------|
 SA2244
 SA2244                          SUPERSEDED SURVEY CONTROL
 SA2244
 SA2244  NAD 83(1991)-  46 14 02.01444(N)    119 03 16.92542(W) AD(       ) 2
 SA2244  NAD 83(1986)-  46 14 02.02173(N)    119 03 16.91820(W) AD(       ) 2
 SA2244  NAD 27      -  46 14 02.53700(N)    119 03 12.89100(W) AD(       ) 2
 SA2244  NGVD 29 (07/19/86)  133.6    (m)          438.     (f) VERT ANG       
 SA2244
 SA2244.Superseded values are not recommended for survey control.
 SA2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2244.See file dsdata.txt to determine how the superseded data were derived.
 SA2244
 SA2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4157322087(NAD 83)
 SA2244_MARKER: DS = TRIANGULATION STATION DISK
 SA2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2244_STAMPING: FOURTEEN 1946
 SA2244_MARK LOGO: CGS   
 SA2244_PROJECTION: FLUSH
 SA2244_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2244+STABILITY: SURFACE MOTION
 SA2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2244+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 SA2244
 SA2244  HISTORY     - Date     Condition        Report By
 SA2244  HISTORY     - 1946     MONUMENTED       CGS
 SA2244  HISTORY     - 1957     GOOD             CGS
 SA2244  HISTORY     - 1974     GOOD             NGS
 SA2244  HISTORY     - 1977     GOOD             NGS
 SA2244  HISTORY     - 19830708 GOOD             NGS
 SA2244  HISTORY     - 20040702 GOOD             GEOCAC
 SA2244
 SA2244                          STATION DESCRIPTION
 SA2244
 SA2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 SA2244'STATION IS LOCATED ON A SANDY KNOLL, 2 MILES (AIR LINE) NW OF THE
 SA2244'SNAKE RIVER AT THE NEAREST POINT, 1.6 MILES (AIR LINE) NE OF THE
 SA2244'COLUMBIA RIVER AT THE NEAREST POINT, AND 1.80 MILES BY ROAD E OF
 SA2244'THE POST OFFICE IN PASCO.  IT IS SITUATED 129.6 FEET NE OF A LONE
 SA2244'TREE AND 93.6 FEET N OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 SA2244'410.
 SA2244'
 SA2244'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 SA2244'CONCRETE.  SURFACE MARK IS STAMPED FOURTEEN 1946 AND IT PROJECTS
 SA2244'4 INCHES.
 SA2244'
 SA2244'REFERENCE MARK 1 IS N OF THE STATION AND 120 FEET N OF THE
 SA2244'APPROXIMATE CENTER OF THE HIGHWAY.  IT IS A BRONZE REFERENCE DISK
 SA2244'SET IN CONCRETE.  THE DISK IS STAMPED FOURTEEN NO 1 1946 AND IT
 SA2244'PROJECTS 4 INCHES.
 SA2244'
 SA2244'REFERENCE MARK 2 IS NNE OF THE STATION AND 83 FEET N OF THE
 SA2244'APPROXIMATE CENTER OF THE HIGHWAY.  IT IS A BRONZE REFERENCE DISK
 SA2244'SET IN CONCRETE.  THE DISK IS STAMPED FOURTEEN NO 2 1946 AND IT
 SA2244'PROJECTS 3 INCHES.
 SA2244'
 SA2244'AZIMUTH MARK IS 0.3 MILE BY ROAD N OF THE STATION.  IT IS SITUATED
 SA2244'IN A TRIANGLE FORMED BY THREE ROADS, 69.6 FEET N OF U.S. HIGHWAY
 SA2244'410, 35 FEET S OF THE APPROXIMATE CENTER OF A SURFACED SIDE ROAD,
 SA2244'AND 75 FEET W OF THE APPROXIMATE CENTER OF A GRAVEL ROAD.  IT IS A
 SA2244'STANDARD U.S. GEOLOGICAL SURVEY DISK SET FLUSH IN A CONCRETE
 SA2244'POST WHICH PROJECTS APPROXIMATELY 18 INCHES.  THE DISK IS
 SA2244'STAMPED S 75 1934.  TO REACH FROM THE STATION, GO N ON U.S.
 SA2244'HIGHWAY 410 FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 SA2244'
 SA2244'TO REACH THE STATION FROM THE POST OFFICE IN PASCO, GO E ON
 SA2244'U.S. HIGHWAY 410 FOR 1.80 MILES TO THE STATION ON THE LEFT AS
 SA2244'DESCRIBED.
 SA2244'
 SA2244'HEIGHT OF LIGHT ABOVE STATION MARK 0 METER.
 SA2244
 SA2244                          STATION RECOVERY (1957)
 SA2244
 SA2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA2244'RECOVERED IN GOOD CONDITION, NEAR THE E EDGE OF PASCO, 93.6 FT. N
 SA2244'OF THE CENTERLINE OF U.S. HIGHWAY 395/410, 25 FT. N OF A POWER
 SA2244'POLE AND 9.5 FT. W OF A WITNESS POST.
 SA2244'
 SA2244'THE STATION IS A STANDARD DISK, STAMPED FOURTEEN 1946 SET IN THE
 SA2244'TOP OF A 10-IN. SQUARE CONCRETE MONUMENT, PROJECTING 4 IN. ABOVE
 SA2244'THE SURFACE OF THE GROUND.
 SA2244'
 SA2244'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOURTEEN NO 1 1946
 SA2244'SET IN THE TOP OF A 10-IN. SQUARE CONCRETE MONUMENT, PROJECTING 2
 SA2244'IN. ABOVE THE GROUND.  ABOUT 120 FT. N OF THE CENTERLINE OF
 SA2244'U.S. HIGHWAY 395/410 AND ABOUT THE SAME ELEVATION AS THE STATION.
 SA2244'
 SA2244'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FOURTEEN NO 2 1946
 SA2244'SET IN THE TOP OF A 10-IN. SQUARE CONCRETE MONUMENT, PROJECTING 1
 SA2244'IN. ABOVE THE SURFACE OF THE GROUND, ABOUT 83 FT. N OF THE
 SA2244'CENTERLINE OF U.S. HIGHWAY 395/410 AND ABOUT THE SAME ELEVATION AS
 SA2244'THE STATION.
 SA2244'
 SA2244'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED.
 SA2244'
 SA2244'TO REACH THE STATION FROM THE POST OFFICE IN PASCO (THIRD AVENUE
 SA2244'AND WEST LEWIS STREET), GO E ON LEWIS STREET (U.S. HIGHWAY 395/410)
 SA2244'FOR 1.7 MI. AND THE STATION ON THE LEFT, ON TOP OF A SANDY KNOLL.
 SA2244
 SA2244                          STATION RECOVERY (1974)
 SA2244
 SA2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SA2244'THE STATION MARK AND BOTH REFERENCE MARKS WERE FOUND IN GOOD
 SA2244'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  REFERENCE MARK NO. 3
 SA2244'WAS ESTABLISHED 1.2 MILES SOUTHEAST OF THE STATION.
 SA2244'
 SA2244'THE STATION IS ABOUT 2 MILES EAST OF PASCO, 100 YARDS EAST OF A
 SA2244'DOUBLE-POLE POWER LINE, 30 YARDS NORTH OF THE CENTER OF LEWIS
 SA2244'STREET, ON A SANDY HILL ABOUT 12 FEET HIGHER THAN THE STREET AND
 SA2244'NEAR THE WEST QUARTER-CORNER OF SECTION 27, T9N, R30E.
 SA2244'
 SA2244'TO REACH FROM THE POST OFFICE IN THE NORTHWEST ANGLE OF THE
 SA2244'INTERSECTION OF LEWIS STREET AND 3RD AVE. IN PASCO, GO EAST ON
 SA2244'LEWIS STREET FOR 1.75 MILES TO A 12-FOOT HIGH BANK ON THE LEFT,
 SA2244'100 YARDS EAST OF A DOUBLE-POLE POWER LINE CROSSING THE ROAD AND
 SA2244'STATION ON THE LEFT.
 SA2244'
 SA2244'THE STATION MARK, STAMPED FOURTEEN 1946, IS A STANDARD DISK SET
 SA2244'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 36 FEET
 SA2244'NORTH OF THE UPPER EDGE OF THE ROAD CUT, 25 FEET NORTH OF A POWER
 SA2244'POLE, 9.5 FEET WEST OF A WITNESS POST AND ABOUT 12 FEET HIGHER
 SA2244'THAN THE ROAD.
 SA2244'
 SA2244'REFERENCE MARK NO. 1, STAMPED FOURTEEN NO 1 1946, IS A STANDARD
 SA2244'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SA2244'51 FEET NORTH OF THE POWER POLE AND ABOUT THE SAME ELEVATION AS
 SA2244'STATION.
 SA2244'
 SA2244'REFERENCE MARK NO. 2, STAMPED FOURTEEN NO 2 1946, IS A STANDARD
 SA2244'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 SA2244'27.5 FEET EAST-NORTHEAST OF THE POWER POLE, 15 FEET NORTH OF THE
 SA2244'LINE OF POLES AND 14 FEET SOUTHEAST OF THE WITNESS POST.
 SA2244'
 SA2244'REFERENCE MARK NO. 3 IS 1.2 MILES SOUTHEAST OF THE STATION, 75
 SA2244'FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAYS 12 AND 395, 35 FEET
 SA2244'NORTH OF THE EASTERN ONE OF A PAIR OF POWER POLES, 1 FOOT SOUTH OF
 SA2244'THE BOTTOM OF THE EASTERN ONE OF TWO GUY WIRES AND 1 FOOT WEST OF
 SA2244'A METAL WITNESS POST.
 SA2244'
 SA2244'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON LEWIS
 SA2244'STREET FOR 0.3 MILE TO U.S. HIGHWAYS 395 AND 12.  TURN RIGHT AND
 SA2244'GO SOUTHEAST FOR 0.9 MILE TO A DOUBLE-POLE POWER LINE WHICH CROSSES
 SA2244'THE ROAD AND REFERENCE MARK NO. 3 NEAR THE BOTTOM OF THE GUY WIRE
 SA2244'ON THE EASTERN POLE OF THE FIRST SET OF POLES SOUTH OF THE
 SA2244'HIGHWAY.
 SA2244'
 SA2244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA2244'2 MILES EAST OF PASCO.
 SA2244
 SA2244                          STATION RECOVERY (1977)
 SA2244
 SA2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SA2244'NO OBSERVATIONS MADE DURING THIS VISIT.
 SA2244'
 SA2244'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO 2
 SA2244'WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE DOUBLE-POLE
 SA2244'POWER LINE NEAR REFERENCE MARK NO. 3, WHICH SERVES AS AN AZIMUTH
 SA2244'MARK, HAS BEEN REMOVED.  A NEW DESCRIPTION OF REFERENCE MARK NO. 3
 SA2244'FOLLOWS--
 SA2244'
 SA2244'REFERENCE MARK NO. 3, STAMPED AZ FOURTEEN 1946 NO 3 1974, IS A
 SA2244'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 3
 SA2244'INCHES.  IT IS 92 FEET NORTH OF THE NORTHWEST CORNER OF THE
 SA2244'CHAIN-LINK FENCE AROUND THE CORNWELL CO. STORAGE YARD, 75 FEET
 SA2244'SOUTHWEST OF THE CENTER OF U.S. HIGHWAYS 395 AND 12, 1 FOOT SOUTH
 SA2244'OF A GUY WIRE ANCHOR AND 1 FOOT WEST OF A METAL WITNESS POST.
 SA2244'
 SA2244'TO REACH REFERENCE MARK NO. 3 (AZIMUTH MARK) FROM THE STATION,
 SA2244'GO EAST ON LEWIS STREET FOR 0.3 MILE TO U.S. HIGHWAYS 395 AND
 SA2244'12.  TURN RIGHT AND GO SOUTHEAST FOR 0.9 MILE TO THE J. A. CORNWELL
 SA2244'CO. BUILDING AND STORAGE YARD ON THE RIGHT, (LARGE SIGN IN THE
 SA2244'YARD READING VALLEY WATER WELL PUMPS), AND THE MARK ON THE RIGHT,
 SA2244'92 FEET NORTH OF THE NORTHWEST CORNER OF THE FENCE AROUND THE
 SA2244'YARD.
 SA2244'
 SA2244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA2244'2 MILES EAST OF PASCO.
 SA2244
 SA2244                          STATION RECOVERY (1983)
 SA2244
 SA2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAW)
 SA2244'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF PASCO, ON THE
 SA2244'NORTH RIGHT-OF-WAY FOR LEWIS STREET AND IN SECTION 27, T9N, R30E. TO
 SA2244'REACH FROM THE POST OFFICE IN PASCO AT THE INTERSECTION OF LEWIS
 SA2244'STREET AND 3RD AVENUE, GO EAST ON LEWIS STREET FOR 2.9 KM (1.80 MI) TO
 SA2244'THE STATION ON THE LEFT AT THE TOP OF THE CUT BANK. THE MARK IS SET IN
 SA2244'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 0.30 M (0.98 FT) ON A
 SA2244'SIDE AND PROJECTS 0.08 M (0.26 FT) ABOVE THE GROUND SURFACE.  IT IS
 SA2244'8.155 M (26.755 FT) SOUTH OF REFERENCE MARKL 1, 6.520 M (21.391 FT)
 SA2244'WEST-NORTHWEST OF REFERENCE MARK 2, 10.7 M (35.1 FT) NORTH OF THE
 SA2244'NORTH EDGE OF THE CUTBANK, 7.9 M (25.9 FT) NORTH OF A POWER LINE POLE
 SA2244'AND 2.9 M (9.5 FT) WEST OF A WITNESS POST.
 SA2244
 SA2244                          STATION RECOVERY (2004)
 SA2244
 SA2244'RECOVERY NOTE BY GEOCACHING 2004 (GOP)
 SA2244'REFERENCE MARKS 1 AND 2 ALSO RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2248 ***********************************************************************
 SA2248  DESIGNATION -  FOURTEEN RM 3 AZIMUTH
 SA2248  PID         -  SA2248
 SA2248  STATE/COUNTY-  WA/FRANKLIN
 SA2248  USGS QUAD   -  PASCO (1992)
 SA2248
 SA2248                         *CURRENT SURVEY CONTROL
 SA2248  ___________________________________________________________________
 SA2248* NAD 83(1991)-  46 13 26.50643(N)    119 02 04.94673(W)     ADJUSTED  
 SA2248* NAVD 88     -       130.8    (meters)     429.     (feet)  VERTCON   
 SA2248  ___________________________________________________________________
 SA2248  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 SA2248  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 SA2248
 SA2248  HORZ ORDER  -  THIRD
 SA2248
 SA2248.The horizontal coordinates were established by classical geodetic methods
 SA2248.and adjusted by the National Geodetic Survey in December 1991..
 SA2248.No horizontal observational check was made to the station.
 SA2248
 SA2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2248
 SA2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2248
 SA2248.The geoid height was determined by GEOID03.
 SA2248
 SA2248;                    North         East     Units Scale Factor Converg.
 SA2248;SPC WA S     -   100,050.399   613,033.505   MT  0.99993434   +1 03 51.8
 SA2248;SPC WA S     -   328,248.68  2,011,260.76   sFT  0.99993434   +1 03 51.8
 SA2248;UTM  11      - 5,120,951.386   343,086.329   MT  0.99990268   -1 28 10.1
 SA2248
 SA2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2248!SPC WA S     -   0.99998291  x   0.99993434  =   0.99991725
 SA2248!UTM  11      -   0.99998291  x   0.99990268  =   0.99988559
 SA2248
 SA2248:                Primary Azimuth Mark                     Grid Az
 SA2248:SPC WA S     -  AINSWORTH                                184 54 25.0
 SA2248:UTM  11      -  AINSWORTH                                187 26 26.9
 SA2248
 SA2248|---------------------------------------------------------------------|
 SA2248| PID    Reference Object                     Distance      Geod. Az  |
 SA2248|                                                           dddmmss.s |
 SA2248| SA0892 AINSWORTH                           APPROX. 1.3 KM 1855816.8 |
 SA2248| SA2249 PASCO APEX POWER TOWER              APPROX. 2.6 KM 1992446.5 |
 SA2248| SA2250 PASCO FLATTOP POWER TOWER           APPROX. 2.6 KM 2024656.4 |
 SA2248| SA2251 KENNEWICK APEX POWER TOWER          APPROX. 3.6 KM 2053221.3 |
 SA2248| SA2269 JUMP OFF JOE TALLER MAST            APPROX.15.4 KM 2093739.8 |
 SA2248| SA2276 KENNEWICK WATER TANK                APPROX.10.2 KM 2492029.3 |
 SA2248| SA2228 PASCO WEST MUNICIPAL TANK           APPROX. 5.1 KM 2880206.0 |
 SA2248| SA2240 PASCO EAST MUNICIPAL TANK           APPROX. 3.9 KM 2901114.5 |
 SA2248| SA2244 FOURTEEN                            APPROX. 1.9 KM 3052444.8 |
 SA2248|---------------------------------------------------------------------|
 SA2248
 SA2248                          SUPERSEDED SURVEY CONTROL
 SA2248
 SA2248  NAD 83(1991)-  46 13 26.50689(N)    119 02 04.94612(W) AD(       ) 3
 SA2248  NAD 83(1986)-  46 13 26.51409(N)    119 02 04.93888(W) AD(       ) 3
 SA2248  NAD 27      -  46 13 27.02656(N)    119 02 00.90988(W) AD(       ) 3
 SA2248  NGVD 29 (07/19/86)  129.8    (m)          426.     (f) VERT ANG       
 SA2248
 SA2248.Superseded values are not recommended for survey control.
 SA2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2248.See file dsdata.txt to determine how the superseded data were derived.
 SA2248
 SA2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM4308620951(NAD 83)
 SA2248_MARKER: DR = REFERENCE MARK DISK
 SA2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SA2248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SA2248_STAMPING: AZ FOURTEEN 1946 NO 3 1974
 SA2248_MARK LOGO: NGS   
 SA2248_PROJECTION: FLUSH
 SA2248_MAGNETIC: N = NO MAGNETIC MATERIAL
 SA2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SA2248+STABILITY: SURFACE MOTION
 SA2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2248+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1983
 SA2248
 SA2248  HISTORY     - Date     Condition        Report By
 SA2248  HISTORY     - 1974     MONUMENTED       NGS
 SA2248  HISTORY     - 1977     GOOD             NGS
 SA2248  HISTORY     - 1983     GOOD             USPSQD
 SA2248  HISTORY     - 19830707 SEE DESCRIPTION  NGS
 SA2248
 SA2248                          STATION DESCRIPTION
 SA2248
 SA2248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SA2248'THIS STATION SERVES AS AN AZIMUTH MARK FOR STATIONS FOURTEEN,
 SA2248'SACAJAWEA 2 1951 AND AINSWORTH (USE) 1942.
 SA2248'
 SA2248'THE STATION IS ABOUT 3 MILES EAST OF PASCO, ON THE SOUTHWEST
 SA2248'SIDE OF U.S. HIGHWAYS 395 AND 12, AND AT A POINT WHERE A
 SA2248'DOUBLE-POLE POWER LINE CROSSES THE HIGHWAY.
 SA2248'
 SA2248'TO REACH FROM THE POST OFFICE IN THE NORTHWEST ANGLE OF THE
 SA2248'INTERSECTION OF LEWIS STREET AND 3RD AVE. IN PASCO, GO EAST ON
 SA2248'LEWIS STREET FOR 2.0 MILES TO A STOP SIGN, TURN RIGHT AND GO
 SA2248'SOUTHEAST ON U.S. HIGHWAYS 395 AND 12 FOR 0.9 MILE TO THE
 SA2248'DOUBLE-POLE POWER LINE AND THE MARK ON THE RIGHT, 1 FOOT SOUTH OF
 SA2248'THE BOTTOM OF THE GUY WIRE ON THE EASTERN POLE OF THE FIRST SET
 SA2248'OF POLES SOUTH OF THE HIGHWAY.
 SA2248'
 SA2248'THE STATION MARK, STAMPED AZ FOURTEEN 1946 NO 3 1974, IS A
 SA2248'STANDARD REFERENCE MARK DISK SET IN A ROUND CONCRETE POST WHICH
 SA2248'PROJECTS 3 INCHES.  IT IS 75 FEET SOUTHWEST OF THE CENTERLINE OF
 SA2248'THE HIGHWAY, 35 FEET NORTH OF THE EASTERN ONE OF THE PAIR OF POWER
 SA2248'POLES, AND 1 FOOT WEST OF A METAL WITNESS POST.
 SA2248
 SA2248                          STATION RECOVERY (1977)
 SA2248
 SA2248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SA2248'NO OBSERVATIONS MADE DURING THIS VISIT.
 SA2248'
 SA2248'SINCE THE STATION WAS ESTABLISHED, THE DOUBLE POLE POWER LINE
 SA2248'HAS BEEN REMOVED AND ALONG WITH OTHER CHANGES IN THE AREA, THE
 SA2248'ORIGINAL DESCRIPTION IS OBSOLETE.  A COMPLETE NEW DESCRIPTION
 SA2248'FOLLOWS--
 SA2248'
 SA2248'THIS STATION SERVES AS AN AZIMUTH MARK FOR STATIONS FOURTEEN,
 SA2248'SACAJAWEA 2 1951 AND AINSWORTH (USE) 1942.
 SA2248'
 SA2248'THE STATION IS ABOUT 3 MILES EAST OF PASCO, 0.35 MILE WEST OF THE
 SA2248'INTERSECTION OF U.S. HIGHWAYS 395 AND 12, WITH TANK FARM ROAD,
 SA2248'AND ON THE SOUTHWEST SIDE OF THE HIGHWAY.
 SA2248'
 SA2248'TO REACH FROM THE POST OFFICE IN THE NORTHWEST ANGLE OF THE
 SA2248'INTERSECTION OF LEWIS STREET AND 3RD AVENUE IN PASCO, GO EAST ON
 SA2248'LEWIS STREET FOR 2.0 MILES TO A STOP SIGN, TURN RIGHT AND GO
 SA2248'SOUTHEAST ON U.S. HIGHWAYS 395 AND 12 FOR 0.9 MILE TO THE
 SA2248'J.A. CORNWELL CO BUILDING AND STORAGE YARD ON THE RIGHT (LARGE
 SA2248'SIGN IN THE YARD READS VALLEY WATER WELL PUMPS), AND THE MARK 92
 SA2248'FEET NORTH OF THE NORTHWEST CORNER OF THE CHAIN-LINK FENCE
 SA2248'WHICH SURROUNDS THIS YARD.
 SA2248'
 SA2248'THE STATION MARK, STAMPED AZ FOURTEEN 1946 NO 3 1974, IS A STANDARD
 SA2248'REFERENCE MARK DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS
 SA2248'3 INCHES.  IT IS 75 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SA2248'HIGHWAY, 1 FOOT SOUTH OF A GUY WIRE ANCHOR AND 1 FOOT WEST OF A
 SA2248'METAL WITNESS POST.
 SA2248'
 SA2248'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA2248'3 MILES EAST OF PASCO.
 SA2248
 SA2248                          STATION RECOVERY (1983)
 SA2248
 SA2248'RECOVERY NOTE BY US POWER SQUADRON 1983 (JAP)
 SA2248'RECOVERED PER DIRECTIONS IN GOOD CONDITION.
 SA2248
 SA2248                          STATION RECOVERY (1983)
 SA2248
 SA2248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAW)
 SA2248'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1974.  IT
 SA2248'IS IN THE WAY OF THE CONSTRUCTION OF THE SOUTH BOUND LANES FOR US
 SA2248'HIGHWAY 395.  A NEW STATION WAS ESTABLISHED IN THE VICINITY SEE THE
 SA2248'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2311 ***********************************************************************
 SA2311  DESIGNATION -  FOWL
 SA2311  PID         -  SA2311
 SA2311  STATE/COUNTY-  WA/BENTON
 SA2311  USGS QUAD   -  WOODED ISLAND (1992)
 SA2311
 SA2311                         *CURRENT SURVEY CONTROL
 SA2311  ___________________________________________________________________
 SA2311* NAD 83(1991)-  46 26 34.90981(N)    119 16 14.54400(W)     ADJUSTED  
 SA2311* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 SA2311  ___________________________________________________________________
 SA2311  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 SA2311  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SA2311
 SA2311  HORZ ORDER  -  SECOND
 SA2311
 SA2311.The horizontal coordinates were established by classical geodetic methods
 SA2311.and adjusted by the National Geodetic Survey in December 1991..
 SA2311
 SA2311.The orthometric height was scaled from a topographic map.
 SA2311
 SA2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2311
 SA2311.The geoid height was determined by GEOID03.
 SA2311
 SA2311;                    North         East     Units Scale Factor Converg.
 SA2311;SPC WA S     -   124,078.318   594,450.653   MT  0.99991766   +0 53 34.6
 SA2311;SPC WA S     -   407,080.28  1,950,293.52   sFT  0.99991766   +0 53 34.6
 SA2311;UTM  11      - 5,145,778.416   325,584.738   MT  0.99997395   -1 38 45.5
 SA2311
 SA2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2311!SPC WA S     -   0.99998646  x   0.99991766  =   0.99990413
 SA2311!UTM  11      -   0.99998646  x   0.99997395  =   0.99996041
 SA2311
 SA2311:                Primary Azimuth Mark                     Grid Az
 SA2311:SPC WA S     -  TOWER                                    004 03 45.8
 SA2311:UTM  11      -  TOWER                                    006 36 05.9
 SA2311
 SA2311|---------------------------------------------------------------------|
 SA2311| PID    Reference Object                     Distance      Geod. Az  |
 SA2311|                                                           dddmmss.s |
 SA2311| SA2321 TOWER                               APPROX. 0.9 KM 0045720.4 |
 SA2311|---------------------------------------------------------------------|
 SA2311
 SA2311                          SUPERSEDED SURVEY CONTROL
 SA2311
 SA2311  NAD 83(1991)-  46 26 34.91196(N)    119 16 14.53737(W) AD(       ) 2
 SA2311  NAD 83(1986)-  46 26 34.91883(N)    119 16 14.53449(W) AD(       ) 2
 SA2311  NAD 27      -  46 26 35.42700(N)    119 16 10.47400(W) AD(       ) 2
 SA2311
 SA2311.Superseded values are not recommended for survey control.
 SA2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2311.See file dsdata.txt to determine how the superseded data were derived.
 SA2311
 SA2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2558545778(NAD 83)
 SA2311_MARKER: Z = SEE DESCRIPTION
 SA2311_SETTING: 0 = UNSPECIFIED SETTING
 SA2311_STAMPING: FOWL 1949
 SA2311_MARK LOGO: USE   
 SA2311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2311
 SA2311  HISTORY     - Date     Condition        Report By
 SA2311  HISTORY     - 1949     MONUMENTED       USE
 SA2311  HISTORY     - 1974     SEE DESCRIPTION  USGS
 SA2311
 SA2311                          STATION DESCRIPTION
 SA2311
 SA2311'DESCRIBED BY US ENGINEERS 1949 (WRG)
 SA2311'BEGIN AT NORTH RICHLAND AND STEVENS DRIVE BARRICADE.  GO NORTH
 SA2311'0.5 MILES, PAST 300 AREA.  TURN RIGHT, GO NORTHEASTERLY 0.6 MILES
 SA2311'ON GRAVEL ROAD BEARING LEFT.  CROSS RAILROAD TRACK, PASS FENCED
 SA2311'BURNING AREA TO Y IN ROAD.  CONTINUE 0.5 MILES ON GRAVEL ROAD
 SA2311'BEARING LEFT TO Y.  TAKE TRACK ROAD TO RIGHT 0.15 MILES TO
 SA2311'TELEPHONE LINE.  CONTINUE ON TRACK ROAD 3.9 MILES.  LEAVE CAR,
 SA2311'GO EAST ABOUT 50 FEET TO STATION.
 SA2311'
 SA2311'STATION LOCATED ON SHOULDER OF RIVER BANK.  ABOUT 50 FEET EAST
 SA2311'FROM TRACK ROAD.  BRONZE DISC SET IN CONCRETE MONUMENT, STAMPED
 SA2311'FOWL 1949.
 SA2311
 SA2311                          STATION RECOVERY (1974)
 SA2311
 SA2311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SA2311'POST WAS FOUND BROKEN OFF AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2326 ***********************************************************************
 SA2326  DESIGNATION -  FOWL 2
 SA2326  PID         -  SA2326
 SA2326  STATE/COUNTY-  WA/BENTON
 SA2326  USGS QUAD   -  WOODED ISLAND (1992)
 SA2326
 SA2326                         *CURRENT SURVEY CONTROL
 SA2326  ___________________________________________________________________
 SA2326* NAD 83(1991)-  46 26 34.89765(N)    119 16 14.54645(W)     ADJUSTED  
 SA2326* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 SA2326  ___________________________________________________________________
 SA2326  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 SA2326  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 SA2326
 SA2326  HORZ ORDER  -  THIRD
 SA2326
 SA2326.The horizontal coordinates were established by classical geodetic methods
 SA2326.and adjusted by the National Geodetic Survey in December 1991..
 SA2326.No horizontal observational check was made to the station.
 SA2326
 SA2326.The orthometric height was scaled from a topographic map.
 SA2326
 SA2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2326
 SA2326.The geoid height was determined by GEOID03.
 SA2326
 SA2326;                    North         East     Units Scale Factor Converg.
 SA2326;SPC WA S     -   124,077.942   594,450.606   MT  0.99991766   +0 53 34.6
 SA2326;SPC WA S     -   407,079.05  1,950,293.36   sFT  0.99991766   +0 53 34.6
 SA2326;UTM  11      - 5,145,778.042   325,584.675   MT  0.99997395   -1 38 45.5
 SA2326
 SA2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2326!SPC WA S     -   0.99998646  x   0.99991766  =   0.99990413
 SA2326!UTM  11      -   0.99998646  x   0.99997395  =   0.99996041
 SA2326
 SA2326:                Primary Azimuth Mark                     Grid Az
 SA2326:SPC WA S     -  TOWER                                    004 03 50.0
 SA2326:UTM  11      -  TOWER                                    006 36 10.1
 SA2326
 SA2326|---------------------------------------------------------------------|
 SA2326| PID    Reference Object                     Distance      Geod. Az  |
 SA2326|                                                           dddmmss.s |
 SA2326| SA2321 TOWER                               APPROX. 0.9 KM 0045724.6 |
 SA2326| SA2313 GORSE                               APPROX. 1.1 KM 1832220.6 |
 SA2326|---------------------------------------------------------------------|
 SA2326
 SA2326                          SUPERSEDED SURVEY CONTROL
 SA2326
 SA2326  NAD 83(1991)-  46 26 34.89980(N)    119 16 14.53981(W) AD(       ) 3
 SA2326  NAD 83(1986)-  46 26 34.90668(N)    119 16 14.53695(W) AD(       ) 3
 SA2326  NAD 27      -  46 26 35.41440(N)    119 16 10.47635(W) AD(       ) 3
 SA2326
 SA2326.Superseded values are not recommended for survey control.
 SA2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2326.See file dsdata.txt to determine how the superseded data were derived.
 SA2326
 SA2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2558545778(NAD 83)
 SA2326_MARKER: DS = TRIANGULATION STATION DISK
 SA2326_SETTING: 0 = UNSPECIFIED SETTING
 SA2326_STAMPING: FOWL 2 1976
 SA2326_MARK LOGO: NGS   
 SA2326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2326
 SA2326  HISTORY     - Date     Condition        Report By
 SA2326  HISTORY     - 1976     MONUMENTED       NGS
 SA2326
 SA2326                          STATION DESCRIPTION
 SA2326
 SA2326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SA2326'THE STATION MARK WAS FOUND WITH THE DISK AND TOP PORTION OF THE
 SA2326'CONCRETE POST MISSING.  A NEW DISK WAS SET IN THE CENTER OF THE
 SA2326'ORIGINAL CONCRETE POST.  OBSERVATIONS AND MEASUREMENTS SHOWN ABOVE
 SA2326'INDICATE THE NEW DISK TO BE ABOUT 0.35 METER (1.15 FEET) SOUTH AND
 SA2326'0.03 METER (.1 FT) WEST OF THE ORIGINAL POINT.  THIS POINT WOULD
 SA2326'NOT FALL ON THE ORIGINAL CONCRETE POST, BUT POSSIBLY THIS WAS
 SA2326'DISTURBED WHEN THE TOP WAS BROKEN OFF.  STATION HAS NO
 SA2326'REFERENCE MARKS OR AZIMUTH MARK.
 SA2326'
 SA2326'THE STATION IS ABOUT 12 MILES NORTH OF RICHLAND, ON THE WEST BANK
 SA2326'OF THE COLUMBIA RIVER, 0.9 MILE SOUTH OF A STEEL TOWER POWER LINE
 SA2326'WHICH CROSSES THE RIVER, AND IN SECTION 14, T 11 N, R 28 E.  THE
 SA2326'ATOMIC ENERGY COMMISSION OWNS THE LAND.
 SA2326'
 SA2326'TO REACH FROM THE INTERSECTION OF GEO WASHINGTON WAY AND LEE BLVD
 SA2326'IN RICHLAND, GO WEST ONE BLOCK ON LEE BLVD, TURN RIGHT AND GO NORTH
 SA2326'ON JADWIN AVE. FOR 2.2 MILES TO A REVERSE Y WHERE JADWIN AVE. JOINS
 SA2326'STEVENS DRIVE, CONTINUE NORTH ON STEVENS DRIVE 2.0 MILES TO FIRST
 SA2326'STREET, CONTINUE NORTH ON STEVENS DRIVE FOR 4.9 MILES TO A
 SA2326'RAILROAD CROSSING AND A ROAD RIGHT, TURN RIGHT AND FOLLOW THE
 SA2326'GRAVEL ROAD 0.35 MILE TO A CROSSROAD AT A DOUBLE-POLE POWER
 SA2326'LINE, TURN LEFT AND GO NORTH ALONG THE POWERLINE FOR 0.7 MILE TO A
 SA2326'ROAD RIGHT, TURN RIGHT, GO 0.3 MILE, KEEP LEFT AND GO
 SA2326'NORTHERLY ON TRACK ROAD ALONG THE RIVERBANK FOR 0.25 MILE TO
 SA2326'STATION CUTUP 1949 ON THE RIGHT, CONTINUE NORTH ON THE TRACK
 SA2326'ROAD FOR 1.0 MILE TO STATION GORSE ON THE RIGHT, CONTINUE NORTH
 SA2326'ON THE TRACK ROAD FOR 0.65 MILE TO STATION FOWL ON THE
 SA2326'RIGHT, ON A SLIGHT HUMP ABOUT 50 FEET EAST OF THE TRACK ROAD,
 SA2326'100 FEET WEST OF THE RIVER AND ON THE HIGHEST POINT IN THE
 SA2326'IMMEDIATE VICINITY THIS CLOSE TO THE RIVER BANK.
 SA2326'
 SA2326'THE STATION MARK, STAMPED FOWL 2 1976, IS A STANDARD DISK SET IN
 SA2326'CONCRETE FLUSH WITH THE GROUND, 8 FEET WEST OF THE POINT WHERE THE
 SA2326'RIVERBANK SLOPES SHARPLY TO THE RIVER, ABOUT 30 FEET ABOVE THE
 SA2326'RIVER, 2.3 FEET SOUTH OF A BLOB OF CONCRETE WHICH ONCE HELD A
 SA2326'WOODEN WITNESS POST, AND 1.7 FEET NORTHWEST OF A METAL WITNESS
 SA2326'POST.
 SA2326'
 SA2326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SA2326'12 MILES NORTH OF RICHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RD2251 ***********************************************************************
 RD2251  DESIGNATION -  FOX
 RD2251  PID         -  RD2251
 RD2251  STATE/COUNTY-  WA/CLARK
 RD2251  USGS QUAD   -  WASHOUGAL (1994)
 RD2251
 RD2251                         *CURRENT SURVEY CONTROL
 RD2251  ___________________________________________________________________
 RD2251* NAD 83(1991)-  45 35 29.77760(N)    122 18 44.72396(W)     ADJUSTED  
 RD2251* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 RD2251  ___________________________________________________________________
 RD2251  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 RD2251  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 RD2251
 RD2251  HORZ ORDER  -  THIRD
 RD2251
 RD2251.The horizontal coordinates were established by classical geodetic methods
 RD2251.and adjusted by the National Geodetic Survey in December 1991..
 RD2251
 RD2251.The orthometric height was scaled from a topographic map.
 RD2251
 RD2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 RD2251
 RD2251.The geoid height was determined by GEOID03.
 RD2251
 RD2251;                    North         East     Units Scale Factor Converg.
 RD2251;SPC WA S     -    30,332.402   358,577.851   MT  1.00006354   -1 18 59.5
 RD2251;SPC WA S     -    99,515.56  1,176,434.17   sFT  1.00006354   -1 18 59.5
 RD2251;SPC OR N     -   215,490.812 2,358,597.313   MT  0.99992179   -1 17 07.2
 RD2251;SPC OR N     -   706,990.85  7,738,180.16   iFT  0.99992179   -1 17 07.2
 RD2251;UTM  10      - 5,048,903.512   553,630.964   MT  0.99963536   +0 29 28.3
 RD2251
 RD2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RD2251!SPC WA S     -   0.99998328  x   1.00006354  =   1.00004682
 RD2251!SPC OR N     -   0.99998328  x   0.99992179  =   0.99990507
 RD2251!UTM  10      -   0.99998328  x   0.99963536  =   0.99961864
 RD2251
 RD2251|---------------------------------------------------------------------|
 RD2251| PID    Reference Object                     Distance      Geod. Az  |
 RD2251|                                                           dddmmss.s |
 RD2251| CE2557 FOX RM 2                             18.872 METERS 06259     |
 RD2251| RD2286 WASHOUGAL LIGHT                     APPROX. 4.3 KM 2352642.5 |
 RD2251| RD2276 WASHOUGAL WOOL MILLS SMALL TK       APPROX. 3.6 KM 2432237.9 |
 RD2251| RD2282 ELEVATED TANK NE OF WASHOUGAL       APPROX. 2.4 KM 2482549.2 |
 RD2251| RD2288 TATE                                APPROX. 3.3 KM 2755617.5 |
 RD2251| CE2556 FOX RM 1                             16.529 METERS 34950     |
 RD2251|---------------------------------------------------------------------|
 RD2251
 RD2251                          SUPERSEDED SURVEY CONTROL
 RD2251
 RD2251  NAD 83(1991)-  45 35 29.77760(N)    122 18 44.72396(W) AD(       ) 3
 RD2251  NAD 83(1986)-  45 35 29.79032(N)    122 18 44.72794(W) AD(       ) 3
 RD2251  NAD 27      -  45 35 30.35761(N)    122 18 40.40282(W) AD(       ) 3
 RD2251
 RD2251.Superseded values are not recommended for survey control.
 RD2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RD2251.See file dsdata.txt to determine how the superseded data were derived.
 RD2251
 RD2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER5363148904(NAD 83)
 RD2251_MARKER: DS = TRIANGULATION STATION DISK
 RD2251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RD2251_SP_SET: METAL PIPE IN CONCRETE
 RD2251
 RD2251  HISTORY     - Date     Condition        Report By
 RD2251  HISTORY     - 1938     MONUMENTED       CGS
 RD2251  HISTORY     - 1964     GOOD             CGS
 RD2251  HISTORY     - 1984     GOOD             USPSQD
 RD2251
 RD2251                          STATION DESCRIPTION
 RD2251
 RD2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (WMS)
 RD2251'STATION IS LOCATED ABOUT 2.3 MILES ENE OF THE TOWN OF WASHOUGAL,
 RD2251'WASHINGTON, AND 2.2 MILES N OF THE COLUMBIA RIVER, ON THE BROW OF A
 RD2251'SMALL PROMINENT GRASSY NOSE (OR BROW) CLOSE TO THE CENTER OF A
 RD2251'FENCED-IN PASTURE ON PROPERTY OWNED BY A MR. FOX.  ABOUT 150 METERS
 RD2251'N OF MR. FOXS DWELLING.
 RD2251'
 RD2251'SURFACE MARK IS A STANDARD DISK SET IN CONCRETE IN 3-FOOT LENGTH OF
 RD2251'4-INCH CAST-IRON SOIL PIPE EXTENDING 4 INCHES ABOVE SURFACE OF
 RD2251'GROUND.
 RD2251'
 RD2251'UNDERGROUND MARK IS A STANDARD DISK SET IN 1-FOOT LENGTH OF 4-INCH
 RD2251'CAST-IRON SOIL PIPE 3 FEET BELOW THE SURFACE OF THE GROUND.
 RD2251'
 RD2251'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN CONCRETE IN 2 1/2-FOOT
 RD2251'LENGTH OF 4-INCH CAST-IRON SOIL PIPE PROTRUDING 4 INCHES ABOVE
 RD2251'SURFACE OF GROUND.
 RD2251'
 RD2251'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN CONCRETE IN 2 1/2-FOOT
 RD2251'LENGTH OF 4-INCH CAST-IRON SOIL PIPE PROTRUDING 4 INCHES ABOVE
 RD2251'SURFACE OF GROUND.
 RD2251'
 RD2251'STATION IS REACHED FROM WASHOUGAL AS FOLLOWS--FROM THE OVERPASS
 RD2251'ACROSS THE SPOKANE, PORTLAND AND SEATTLE RAILROAD, GO E ON THE
 RD2251'EVERGREEN HIGHWAY, 1.4 MILES TO SIGN READING ORCHARD HILLS,
 RD2251'WASHOUGAL GOLF COURSE, TURN LEFT AND FOLLOW MAIN-TRAVELED ROAD 0.5
 RD2251'MILE, TURN RIGHT, FOLLOW MAIN-TRAVELED ROAD 0.5 MILE, TURN RIGHT,
 RD2251'FOLLOW MAIN-TRAVELED ROAD 1.1 MILES, TURN RIGHT THROUGH GATE, GO 0.1
 RD2251'MILE TO MR. FOXS HOUSE AND END OF TRUCK TRAVEL.  FROM HERE GO N ABOUT
 RD2251'150 METERS TO PROMINENT GRASSY NOSE AND STATION.
 RD2251
 RD2251                          STATION RECOVERY (1964)
 RD2251
 RD2251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 RD2251'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 RD2251'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A METAL WITNESS POST
 RD2251'WAS PLACED 0.5 FOOT WEST OF THE STATION MARK.  ROADS HAVE CHANGED.
 RD2251'A NEW TO REACH FOLLOWS.
 RD2251'
 RD2251'TO REACH THE STATION FROM THE WASHOUGAL HIGH SCHOOL GO SOUTH ON
 RD2251'ACKER ROAD FOR 0.1 MILE TO A CROSSROAD, TURN LEFT AND GO EAST AND
 RD2251'NORTH ON BAILEY ROAD FOR 1.1 MILES TO FOX STREET ON THE RIGHT, TURN
 RD2251'RIGHT AND GO EAST ON FOX STREET FOR 0.15 MILE TO THE END OF THE
 RD2251'STREET AT MR. FOXS BARN, ALSO THE END OF TRUCK TRAVEL.  FROM HERE
 RD2251'PACK NORTHEAST TO THE SUMMIT OF THE FIRST BENCH, WHICH IS ABOUT 300
 RD2251'FEET FROM MR. FOXS BARN, AND STATION.
 RD2251
 RD2251                          STATION RECOVERY (1984)
 RD2251
 RD2251'RECOVERY NOTE BY US POWER SQUADRON 1984 (ECF)
 RD2251'FOX STATION MARK 1938 FOUND GOOD.  NEW TO REACH DESCRIPTION--
 RD2251'
 RD2251'FROM WASHINGTON STATE HIGHWAY 140 AND E ST IN WASHOUGAL GO E ON E ST
 RD2251'TO 39 TH ST. (1.3 MILES) TURN L (N) ON 39TH ST TO J ST.  R ON J ST
 RD2251'TO 49TH ST.  L(N) ON 49TH ST TO U ST.  R (E) ON U ST FOR 0.1 MILE
 RD2251'TO STATION ON L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2893 ***********************************************************************
 SY2893  DESIGNATION -  FOX
 SY2893  PID         -  SY2893
 SY2893  STATE/COUNTY-  WA/PIERCE
 SY2893  USGS QUAD   -  GIG HARBOR (1994)
 SY2893
 SY2893                         *CURRENT SURVEY CONTROL
 SY2893  ___________________________________________________________________
 SY2893* NAD 83(1991)-  47 15 02.41475(N)    122 36 30.39829(W)     ADJUSTED  
 SY2893* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 SY2893  ___________________________________________________________________
 SY2893  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 SY2893  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY2893
 SY2893  HORZ ORDER  -  SECOND
 SY2893
 SY2893.The horizontal coordinates were established by classical geodetic methods
 SY2893.and adjusted by the National Geodetic Survey in December 1991..
 SY2893
 SY2893.The orthometric height was scaled from a topographic map.
 SY2893
 SY2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2893
 SY2893.The geoid height was determined by GEOID03.
 SY2893
 SY2893;                    North         East     Units Scale Factor Converg.
 SY2893;SPC WA S     -   215,253.011   340,413.591   MT  0.99998214   -1 31 53.6
 SY2893;SPC WA S     -   706,209.25  1,116,840.26   sFT  0.99998214   -1 31 53.6
 SY2893;UTM  10      - 5,233,095.200   529,628.743   MT  0.99961079   +0 17 15.1
 SY2893
 SY2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2893!SPC WA S     -   1.00000291  x   0.99998214  =   0.99998505
 SY2893!UTM  10      -   1.00000291  x   0.99961079  =   0.99961370
 SY2893
 SY2893:                Primary Azimuth Mark                     Grid Az
 SY2893:SPC WA S     -  WHOLLACHET                               026 25 01.8
 SY2893:UTM  10      -  WHOLLACHET                               024 35 53.1
 SY2893
 SY2893|---------------------------------------------------------------------|
 SY2893| PID    Reference Object                     Distance      Geod. Az  |
 SY2893|                                                           dddmmss.s |
 SY2893| SY2890 WHOLLACHET                          APPROX. 1.9 KM 0245308.2 |
 SY2893| SY2936 GIB                                 APPROX. 1.5 KM 0703128.8 |
 SY2893| CE4036 FOX RM                               29.350 METERS 29516     |
 SY2893|---------------------------------------------------------------------|
 SY2893
 SY2893                          SUPERSEDED SURVEY CONTROL
 SY2893
 SY2893  NAD 83(1986)-  47 15 02.40957(N)    122 36 30.40865(W) AD(       ) 2
 SY2893  NAD 27      -  47 15 03.05800(N)    122 36 25.96000(W) AD(       ) 2
 SY2893
 SY2893.Superseded values are not recommended for survey control.
 SY2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2893.See file dsdata.txt to determine how the superseded data were derived.
 SY2893
 SY2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET2962933095(NAD 83)
 SY2893_MARKER: DS = TRIANGULATION STATION DISK
 SY2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY2893
 SY2893  HISTORY     - Date     Condition        Report By
 SY2893  HISTORY     - 1935     MONUMENTED       CGS
 SY2893  HISTORY     - 1966     GOOD             CGS
 SY2893  HISTORY     - 1966     GOOD             LOCENG
 SY2893  HISTORY     - 20060314 MARK NOT FOUND   USPSQD
 SY2893
 SY2893                          STATION DESCRIPTION
 SY2893
 SY2893'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JS)
 SY2893'STATION IS LOCATED IN HALE PASSAGE, ON NE SHORE OF FOX ISLAND,
 SY2893'ABOUT 1-1/8 MILES NORTHWESTERLY FROM THE NE POINT OF FOX
 SY2893'ISLAND.  STATION IS ON A FINE SAND BEACH ON A GENTLY ROUNDING
 SY2893'POINT, ABOUT 3 FEET BELOW HIGH HIGH-WATER LEVEL AND ABOUT 12
 SY2893'METERS OUT FROM THE FOOT OF BLUFF WHICH IS ABOUT 12 FEET
 SY2893'HIGH.  STATION IS ON BEACH FRONTING PROPERTY OF DR. KEHOE.
 SY2893'STATION MARK WAS SET FLUSH WITH BEACH LEVEL.  THERE IS A PROMINENT
 SY2893'LONE BOULDER, ABOUT 10 FEET IN CIRCUMFERENCE AND 5 FEET HIGH
 SY2893'ABOUT 90 METERS TO WESTWARD, ON THE BEACH AT ABOUT THE
 SY2893'HIGH-WATER MARK, UNDERNEATH A SMALL DOCK.
 SY2893'
 SY2893'STATION IS A STANDARD BRONZE DISK SET IN CONCRETE.
 SY2893'
 SY2893'REFERENCE MARK IS MARKED, AS DESCRIBED IN NOTE 12C, BY A STANDARD
 SY2893'BRONZE DISK SET IN A GRANITE BOULDER TO WESTWARD, EMBEDDED IN
 SY2893'THE SAND, TO WESTWARD OF STATION, ABOUT 3 FEET HIGHER THAN STATION
 SY2893'AND ABOUT 5 METERS FROM WOODED BLUFF.
 SY2893'
 SY2893'MARKS MAY COVER OVER IN FUTURE IN FINE SAND.
 SY2893
 SY2893                          STATION RECOVERY (1966)
 SY2893
 SY2893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2893'THE REFERENCE MARK WAS RECOVERED, AND I WAS ASSURED BY A RESIDENT
 SY2893'THAT THE STATION MARK WAS STILL THERE, BUT THE TIDE WAS TOO HIGH
 SY2893'WHEN STATION WAS VISITED TO RECOVER THE MARK.
 SY2893'
 SY2893'THE REFERENCE MARK IS A STANDARD DISK SET IN A 2 X 2-1/2 FOOT
 SY2893'BOULDER WHICH PROJECTS 6 INCHES, AND IS AT APPROXIMATELY THE 7-FOOT
 SY2893'TIDE LEVEL.  IT IS 32 FEET NORTHEAST OF THE END OF A TROUGH THROUGH
 SY2893'WHICH A SPRING COMES OUT ONTO THE BEACH, 10 YARDS NORTH OF THE
 SY2893'12-FOOT BANK AND ON LINE WITH THE EXPOSED PORTION OF A 6-INCH
 SY2893'CONCRETE SEWER LINE, WHICH COMES OUT OF THE BANK AND GOES UNDER
 SY2893'THE SAND ON THE BEACH.
 SY2893'
 SY2893'TO REACH THE STATION FROM THE SOUTH END OF THE FOX ISLAND BRIDGE,
 SY2893'GO SOUTHERLY ON THE MAIN ROAD FOR 1.1 MILES TO A CURVE TO THE RIGHT,
 SY2893'CURVE RIGHT AND GO SOUTHERLY, LEAVING THE BEACH, FOR 0.3 MILE TO A
 SY2893'CURVE TO THE LEFT, CURVE LEFT AND GO EAST 0.85 MILE TO A CURVE TO
 SY2893'THE RIGHT AND A STORE AND SERVICE STATION ON THE RIGHT.  CONTINUE
 SY2893'SOUTH ON THE BLACKTOP ROAD FOR 0.3 MILE, EAST 0.25 MILE, SOUTH
 SY2893'0.25 MILE AND EAST 0.3 MILE TO A CURVE TO THE RIGHT, ROUND
 SY2893'CURVE AND GO SOUTH ABOUT 50 YARDS TO A ROAD LEFT (HYAK PL.),
 SY2893'TURN LEFT AND GO 0.15 MILE TO A DRIVEWAY 50 FEET BEFORE COMING
 SY2893'TO A WIDE STRIP OF BLACKTOP AT THE END OF THE ROAD.  WALK NORTHEAST
 SY2893'ABOUT 40 YARDS TO A CABIN, DESCEND THE STEPS IN FRONT OF THE
 SY2893'CABIN TO THE BEACH AND WALK NORTHERLY ALONG THE BEACH FOR ABOUT
 SY2893'60 YARDS TO THE CONCRETE SEWER LINE WHICH COMES OUT OF THE
 SY2893'BANK AND THE STATION.
 SY2893
 SY2893                          STATION RECOVERY (1966)
 SY2893
 SY2893'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 SY2893'STATION AND RM 1 WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.  THE
 SY2893'DESCRIPTION IS ADEQUATE.  STATION IS EASY TO FIND.
 SY2893
 SY2893                          STATION RECOVERY (2006)
 SY2893
 SY2893'RECOVERY NOTE BY US POWER SQUADRON 2006 (LAW)
 SY2893'CABIN IS NO LONGER THERE, REPLACED BY SEVERAL NEW HOMES. STATION
 SY2893'LOCATION IS 1162 HYAK PL. REFERENCE MARK WAS EASILY FOUND. STATION
 SY2893'LOCATION HAS 6 INCHES OF FINE SAND OVER AN IMPENETRATABLE CLAY LAYER.
 SY2893'AN AREA OF 6 FEET IN DIAMETER WAS CLEARED WITH NO EVIDENCE OF THE
 SY2893'STATION AT THE CLAY SURFACE. IT HAS LIKELY SHIFTED WITH THE CLAY LAYER
 SY2893'OR BEEN CONSUMED BY IT OVER THE YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1044 ***********************************************************************
 TP1044  DESIGNATION -  FOX
 TP1044  PID         -  TP1044
 TP1044  STATE/COUNTY-  WA/FERRY
 TP1044  USGS QUAD   -  MILLER MTN (1994)
 TP1044
 TP1044                         *CURRENT SURVEY CONTROL
 TP1044  ___________________________________________________________________
 TP1044* NAD 83(1991)-  48 03 14.76474(N)    118 20 33.33039(W)     ADJUSTED  
 TP1044* NAVD 88     -       552.97   (+/-2cm)    1814.2    (feet)  VERTCON   
 TP1044  ___________________________________________________________________
 TP1044  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 TP1044  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 TP1044
 TP1044  HORZ ORDER  -  SECOND
 TP1044  VERT ORDER  -  THIRD ? (See Below)
 TP1044
 TP1044.The horizontal coordinates were established by classical geodetic methods
 TP1044.and adjusted by the National Geodetic Survey in December 1991..
 TP1044
 TP1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1044.The vertical order pertains to the NGVD 29 superseded value.
 TP1044
 TP1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1044
 TP1044.The geoid height was determined by GEOID03.
 TP1044
 TP1044;                    North         East     Units Scale Factor Converg.
 TP1044;SPC WA N     -   120,201.558   685,635.028   MT  0.99994287   +1 51 15.9
 TP1044;SPC WA N     -   394,361.28  2,249,454.25   sFT  0.99994287   +1 51 15.9
 TP1044;UTM  11      - 5,323,185.295   399,954.410   MT  0.99972299   -0 59 55.2
 TP1044
 TP1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1044!SPC WA N     -   0.99991629  x   0.99994287  =   0.99985917
 TP1044!UTM  11      -   0.99991629  x   0.99972299  =   0.99963931
 TP1044
 TP1044|---------------------------------------------------------------------|
 TP1044| PID    Reference Object                     Distance      Geod. Az  |
 TP1044|                                                           dddmmss.s |
 TP1044| CF1465 FOX RM 1                              5.321 METERS 05345     |
 TP1044| TP1062 MITCHELL                            APPROX. 3.1 KM 2590452.5 |
 TP1044| TP1045 FOG IS                              APPROX. 1.5 KM 2665114.0 |
 TP1044|---------------------------------------------------------------------|
 TP1044
 TP1044                          SUPERSEDED SURVEY CONTROL
 TP1044
 TP1044  NAD 83(1986)-  48 03 14.77559(N)    118 20 33.32585(W) AD(       ) 2
 TP1044  NAD 27      -  48 03 15.19500(N)    118 20 29.35700(W) AD(       ) 2
 TP1044  NGVD 29 (07/19/86)  551.73   (m)         1810.1    (f) LEVELING    3  
 TP1044
 TP1044.Superseded values are not recommended for survey control.
 TP1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1044.See file dsdata.txt to determine how the superseded data were derived.
 TP1044
 TP1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP9995423185(NAD 83)
 TP1044_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TP1044
 TP1044  HISTORY     - Date     Condition        Report By
 TP1044  HISTORY     - 1935     MONUMENTED       BOR
 TP1044
 TP1044                          STATION DESCRIPTION
 TP1044
 TP1044'DESCRIBED BY US BUREAU OF RECLAMATION 1935 (CMB)
 TP1044'STATION IS LOCATED IN SW 1/4 SEC. 36, T. 30 N., R. 35 E. WM, ON
 TP1044'POINT AT EDGE OF TIMBERED BENCH ABOUT 1,600 FEET ELEVATION, ON THE W
 TP1044'SIDE OF DRAW, AND ABOUT 3/4 MILE E OF LARGE SLIDE AREA AT DEEP
 TP1044'DRAW.
 TP1044'
 TP1044'TO REACH FROM GEROME, LEAVE GEROME FERRY 0.0 MILES.  0.1, LEFT
 TP1044'FORK.  0.5, STRAIGHT AHEAD AT JUNCTION.  0.7, LEFT FORK.  1.8,
 TP1044'RIGHT FORK ON MAIN ROAD.  2.2, LEFT AT INTERSECTION.  2.85, SL
 TP1044'INTERSECTION.  3.1, EITHER FORK.  4.5, LEFT FORK ON NINE MILE
 TP1044'ROAD.  4.7, CROSS WILLMONT CREEK.  4.8, LEFT FORK FOLLOWED
 TP1044'IMMEDIATELY BY RIGHT FORK, MAIN ROAD.  5.65, RIGHT FORK.  6.3,
 TP1044'SHARP LEFT ON OLD ROAD.  6.7, RIGHT OFF OLD ROAD ACROSS
 TP1044'TIMBERED BENCH.  BEAR SW, 6.8, AROUND END OF DRAW.  7.0,
 TP1044'STATION AT EDGE OF BENCH JUST W OF DRAW.
 TP1044'
 TP1044'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 1A AND 21A,
 TP1044'RESPECTIVELY.
 TP1044'
 TP1044'HEIGHT OF STAND ABOVE STATION MARK - 1.15 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3012 ***********************************************************************
 SY3012  DESIGNATION -  FOX ISLAND SIGNAL TOWER 1
 SY3012  PID         -  SY3012
 SY3012  STATE/COUNTY-  WA/PIERCE
 SY3012  USGS QUAD   -  STEILACOOM (1994)
 SY3012
 SY3012                         *CURRENT SURVEY CONTROL
 SY3012  ___________________________________________________________________
 SY3012* NAD 83(1991)-  47 13 08.07996(N)    122 36 05.04294(W)     ADJUSTED  
 SY3012* NAVD 88     -                                                        
 SY3012  ___________________________________________________________________
 SY3012  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 SY3012  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY3012
 SY3012  HORZ ORDER  -  THIRD
 SY3012
 SY3012.The horizontal coordinates were established by classical geodetic methods
 SY3012.and adjusted by the National Geodetic Survey in December 1991..
 SY3012
 SY3012
 SY3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3012
 SY3012.The geoid height was determined by GEOID03.
 SY3012
 SY3012;                    North         East     Units Scale Factor Converg.
 SY3012;SPC WA S     -   211,709.218   340,852.500   MT  0.99997583   -1 31 35.2
 SY3012;SPC WA S     -   694,582.66  1,118,280.24   sFT  0.99997583   -1 31 35.2
 SY3012;UTM  10      - 5,229,568.423   530,179.718   MT  0.99961119   +0 17 33.2
 SY3012
 SY3012                          SUPERSEDED SURVEY CONTROL
 SY3012
 SY3012  NAD 83(1986)-  47 13 08.07474(N)    122 36 05.05333(W) AD(       ) 4
 SY3012  NAD 27      -  47 13 08.71100(N)    122 36 00.60000(W) AD(       ) 3
 SY3012
 SY3012.Superseded values are not recommended for survey control.
 SY3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3012.See file dsdata.txt to determine how the superseded data were derived.
 SY3012
 SY3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3018029568(NAD 83)
 SY3012
 SY3012  HISTORY     - Date     Condition        Report By
 SY3012  HISTORY     - 1963     MONUMENTED       CGS
 SY3012
 SY3012                          STATION DESCRIPTION
 SY3012
 SY3012'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (MEW)
 SY3012'THE STATION IS NEAR THE SOUTH TIP OF FOX ISLAND AND IS USED TO WARN
 SY3012'SHIPS OF A RESTRICTED AREA.  A LIGHT FLASHES WHEN THE AREA IS IN
 SY3012'USE.  FROM A DISTANCE, THE TOWER APPEARS TO BE ABOUT FOUR PILING
 SY3012'JOINED TOGETHER AT THE TOP WITH ONE POLE PROJECTING ON UP FROM THE
 SY3012'TOP OF THESE.  THERE IS A WHITE SIGN WITH BLACK LETTERS ON THE
 SY3012'EAST SIDE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RC1728 ***********************************************************************
 RC1728  DESIGNATION -  FOX RESET
 RC1728  PID         -  RC1728
 RC1728  STATE/COUNTY-  WA/SKAMANIA
 RC1728  USGS QUAD   -  BIG HUCKLEBERRY MTN (1994)
 RC1728
 RC1728                         *CURRENT SURVEY CONTROL
 RC1728  ___________________________________________________________________
 RC1728* NAD 83(1986)-  45 45 41.     (N)    121 50 29.     (W)     SCALED    
 RC1728* NAVD 88     -       193.66   (meters)     635.4    (feet)  RESET     
 RC1728  ___________________________________________________________________
 RC1728  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 RC1728
 RC1728  VERT ORDER  -  THIRD
 RC1728
 RC1728.The horizontal coordinates were scaled from a topographic map and have
 RC1728.an estimated accuracy of +/- 6 seconds.
 RC1728
 RC1728.The orthometric height was computed from unverified reset data.
 RC1728.No vertical observational check was made to the station.
 RC1728
 RC1728.The geoid height was determined by GEOID03.
 RC1728
 RC1728;                    North         East    Units  Estimated Accuracy
 RC1728;SPC WA S     -    48,470.      395,650.      MT  (+/- 180 meters Scaled)
 RC1728
 RC1728                          SUPERSEDED SURVEY CONTROL
 RC1728
 RC1728  NGVD 29 (??/??/??)  192.63   (m)          632.0    (f) RESET       3  
 RC1728
 RC1728.Superseded values are not recommended for survey control.
 RC1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RC1728.See file dsdata.txt to determine how the superseded data were derived.
 RC1728
 RC1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TER900681(NAD 83)
 RC1728_MARKER: DB = BENCH MARK DISK
 RC1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RC1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RC1728_STAMPING: FOX USED RESET 1967
 RC1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RC1728+STABILITY: SURFACE MOTION
 RC1728
 RC1728  HISTORY     - Date     Condition        Report By
 RC1728  HISTORY     - 1967     MONUMENTED       CGS
 RC1728
 RC1728                          STATION DESCRIPTION
 RC1728
 RC1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 RC1728'2.75 MI N FROM CARSON.
 RC1728'REACHED FROM THE CROSS STREET, JUST WEST OF THE POST OFFICE IN CARSON,
 RC1728'GO NORTHWEST ON STATE HIGHWAY 8 C FOR 2.5 MILES TO THE NORTHWEST END
 RC1728'OF THE BRIDGE OVER THE WIND RIVER, TURN LEFT ONTO THE OLD ROAD AND
 RC1728'CONTINUE NORTHWEST FOR 0.25 MILE TO A WEIGH STATION ON THE RIGHT AND
 RC1728'THE BENCH MARK ON THE LEFT.  THE MARK IS A STANDARD DISK SET IN A
 RC1728'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES, 180 FEET
 RC1728'SOUTH OF THE CENTER OF STATE HIGHWAY 8 C, 85 FEET SOUTH OF THE CENTER
 RC1728'OF THE APPROACH TO THE LOG SCALING PLATFORM, 58 FEET WEST OF THE WEST
 RC1728'CORNER OF THE SCALES, 26 FEET SOUTH OF THE CENTER OF THE APPROACH TO
 RC1728'THE SCALES, 2 FEET NORTH OF AN OLD FENCE LINE AND 1 FOOT EAST OF A
 RC1728'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1967 ***********************************************************************
 SY1967  DESIGNATION -  FP 1 K CO 1969
 SY1967  PID         -  SY1967
 SY1967  STATE/COUNTY-  WA/KING
 SY1967  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1967
 SY1967                         *CURRENT SURVEY CONTROL
 SY1967  ___________________________________________________________________
 SY1967* NAD 83(1991)-  47 21 28.73899(N)    122 05 54.34408(W)     ADJUSTED  
 SY1967* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 SY1967  ___________________________________________________________________
 SY1967  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 SY1967  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 SY1967
 SY1967  HORZ ORDER  -  SECOND
 SY1967
 SY1967.The horizontal coordinates were established by classical geodetic methods
 SY1967.and adjusted by the National Geodetic Survey in December 1991..
 SY1967
 SY1967.The orthometric height was scaled from a topographic map.
 SY1967
 SY1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1967
 SY1967.The geoid height was determined by GEOID03.
 SY1967
 SY1967;                    North         East     Units Scale Factor Converg.
 SY1967;SPC WA N     -    40,587.163   404,427.925   MT  1.00002952   -0 56 30.8
 SY1967;SPC WA N     -   133,159.72  1,326,860.62   sFT  1.00002952   -0 56 30.8
 SY1967;UTM  10      - 5,245,340.762   568,083.080   MT  0.99965696   +0 39 47.6
 SY1967
 SY1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1967!SPC WA N     -   0.99998505  x   1.00002952  =   1.00001457
 SY1967!UTM  10      -   0.99998505  x   0.99965696  =   0.99964201
 SY1967
 SY1967                          SUPERSEDED SURVEY CONTROL
 SY1967
 SY1967  NAD 83(1986)-  47 21 28.73062(N)    122 05 54.35430(W) AD(       ) 2
 SY1967  NAD 27      -  47 21 29.36545(N)    122 05 49.93109(W) AD(       ) 2
 SY1967
 SY1967.Superseded values are not recommended for survey control.
 SY1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1967.See file dsdata.txt to determine how the superseded data were derived.
 SY1967
 SY1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6808345341(NAD 83)
 SY1967_MARKER: Z = SEE DESCRIPTION
 SY1967_SETTING: 0 = UNSPECIFIED SETTING
 SY1967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1967
 SY1967  HISTORY     - Date     Condition        Report By
 SY1967  HISTORY     - 1969     MONUMENTED       WA-033
 SY1967  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY1967
 SY1967                          STATION DESCRIPTION
 SY1967
 SY1967'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY1967'THIS POINT IS LOCATED 15.0 FT. SOUTH OF THE CENTERLINE OF SE 272ND
 SY1967'ST.
 SY1967'
 SY1967'THE POINT IS 0.4 MILES EAST OF THE WAX ROAD.
 SY1967'
 SY1967'THE POINT IS 33.0 FT. EAST OF THE CENTER OF A GRAVEL DRIVEWAY
 SY1967'WHICH LEADS TO A HOUSE NUMBERED 18221 SE 272ND.
 SY1967'
 SY1967'THE POINT IS 54.0 FT. E.N.E. OF A SPIKE IN A 16 IN FIR TREE.
 SY1967'
 SY1967'THE POINT IS 21.7 FT. W.N.W. OF A SPIKE IN A TEL. POLE.
 SY1967'
 SY1967'THERE IS A CONC. MON. WITH TACK IN LEAD 2.5 FT. BELOW THE UPPER
 SY1967'POINT.  BOTH POINTS SET BY C. SAJONIA AND CREW.
 SY1967'
 SY1967'0.4 MILES EAST OF WAX ROAD.
 SY1967'
 SY1967'SURFACE MONUMENT--K.C. SURVEY DISK SET IN CONC. DOWN 6 IN.
 SY1967'
 SY1967'DISK STAMPED--FR 1.  1969.
 SY1967
 SY1967                          STATION RECOVERY (1987)
 SY1967
 SY1967'RECOVERY NOTE BY US POWER SQUADRON 1987 (PCL)
 SY1967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1438 ***********************************************************************
 SX1438  DESIGNATION -  FP 114
 SX1438  PID         -  SX1438
 SX1438  STATE/COUNTY-  WA/KING
 SX1438  USGS QUAD   -  HOBART (1993)
 SX1438
 SX1438                         *CURRENT SURVEY CONTROL
 SX1438  ___________________________________________________________________
 SX1438* NAD 83(1991)-  47 25 20.76222(N)    121 59 51.05040(W)     ADJUSTED  
 SX1438* NAVD 88     -       155.5    (meters)     510.     (feet)  VERTCON   
 SX1438  ___________________________________________________________________
 SX1438  LAPLACE CORR-          12.85  (seconds)                    DEFLEC99
 SX1438  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 SX1438
 SX1438  HORZ ORDER  -  SECOND
 SX1438
 SX1438.The horizontal coordinates were established by classical geodetic methods
 SX1438.and adjusted by the National Geodetic Survey in December 1991..
 SX1438
 SX1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1438
 SX1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1438
 SX1438.The geoid height was determined by GEOID03.
 SX1438
 SX1438;                    North         East     Units Scale Factor Converg.
 SX1438;SPC WA N     -    47,631.727   412,159.367   MT  1.00001537   -0 52 00.3
 SX1438;SPC WA N     -   156,271.76  1,352,226.19   sFT  1.00001537   -0 52 00.3
 SX1438;UTM  10      - 5,252,596.511   575,611.471   MT  0.99967026   +0 44 17.6
 SX1438
 SX1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1438!SPC WA N     -   0.99997915  x   1.00001537  =   0.99999452
 SX1438!UTM  10      -   0.99997915  x   0.99967026  =   0.99964941
 SX1438
 SX1438                          SUPERSEDED SURVEY CONTROL
 SX1438
 SX1438  NAD 83(1986)-  47 25 20.75219(N)    121 59 51.05756(W) AD(       ) 2
 SX1438  NAD 27      -  47 25 21.38784(N)    121 59 46.64302(W) AD(       ) 2
 SX1438  NGVD 29 (06/19/89)  154.4    (m)          507.     (f) VERT ANG       
 SX1438
 SX1438.Superseded values are not recommended for survey control.
 SX1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1438.See file dsdata.txt to determine how the superseded data were derived.
 SX1438
 SX1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7561152597(NAD 83)
 SX1438_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SX1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX1438_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1438+STABILITY: SURFACE MOTION
 SX1438
 SX1438  HISTORY     - Date     Condition        Report By
 SX1438  HISTORY     - 1971     MONUMENTED       WA-033
 SX1438  HISTORY     - 1988     GOOD             NGS
 SX1438
 SX1438                          STATION DESCRIPTION
 SX1438
 SX1438'DESCRIBED BY KING COUNTY WASHINGTON 1971
 SX1438'THIS POINT IS ON A BANK NEAR THE INTERSECTION OF STATE HWY 18
 SX1438'(AUBURN-ECHO LAKE RD) AND SE 200TH ST.
 SX1438'
 SX1438'IT IS APPROX. -- FT. SE OF THE CENER OF STATE HWY. 18.
 SX1438'
 SX1438'IT LIES ABOUT ON THE PROJECTED LINE OF THE NORTH EDGE OF PAVEMENT
 SX1438'OF SE 200TH ST.  IT IS APPRX. 100 FT NE OF SE 200TH ST (NEAR STATE
 SX1438'HWY).
 SX1438'
 SX1438'IT IS 88.8 FT. N OF THE WESTERLY MOST GUARD RAIL POST.
 SX1438'
 SX1438'SURFACE MONUMENT--KCS DISK SET IN CONC. MON. ON SURFACE.
 SX1438'
 SX1438'SUB-SURFACE MONUMENT--CONC. MON WITH TACK IN LEAD 2.5 FT. BELOW
 SX1438'SURFACE POINT.
 SX1438'
 SX1438'DISK STAMPED--FP-114.  1971.
 SX1438
 SX1438                          STATION RECOVERY (1988)
 SX1438
 SX1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAW)
 SX1438'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 SX1438'THE MARK WAS DESCRIBED IN THE 1973 KING COUNTY BREAK DOWN SURVEY,
 SX1438'DUE TO THE LENGTH OF TIME BETWEEN OCUPATIONS A COMPLETE NEW
 SX1438'DESCRIPTION FOLLOWS.
 SX1438'
 SX1438'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI) NORTHEAST OF AUBURN,
 SX1438'19.3 KM (12 MI) EAST OF KENT, 14.5 KM (9 MI) SOUTHWEST OF NORTH BEND
 SX1438'AND ON RIGHT-OF-WAY FOR STATE HIGHWAY 18.
 SX1438'
 SX1438'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 169
 SX1438'IN MAPLE VALLEY GO NORTHEAST ON STATE HIGHWAY 18 FOR 3.70 KM
 SX1438'(2.3 MI) TO THE INTERSECTION OF 244TH AVENUE SE.  CONTINUE AHEAD ON
 SX1438'STATE HIGHWAY 18 FOR 1.61 KM (1.0 MI) TO THE STATION ON THE RIGHT ON
 SX1438'THE CUT BANK.
 SX1438'
 SX1438'THE STATION MARK IS A STANDARD KING COUNTY BRASS DISK STAMPED---
 SX1438'---FP 114 1971---SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 SX1438'15 CM (6 INCHES) IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.
 SX1438'IT IS 33.3 M (109.2 FT) EAST-NORTHEAST OF A STREET SIGN POST FOR
 SX1438'200 TH STREET, 11.2 M (36.8 FT) EAST OF THE EAST FOG LINE OF THE
 SX1438'HIGHWAY, 1.0 M (3.2 FT) NORTHEAST OF A WITNESS POST AND 0.6 M
 SX1438'(2 FT) SOUTHWEST OF THE WEST ONE OF THREE WOODEN POSTS THAT MAKE UP
 SX1438'A LEG FOR A SIGN.
 SX1438'
 SX1438'DESCRIBED BY DA WEGENAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1381 ***********************************************************************
 SX1381  DESIGNATION -  FP 119
 SX1381  PID         -  SX1381
 SX1381  STATE/COUNTY-  WA/KING
 SX1381  USGS QUAD   -  CUMBERLAND (1993)
 SX1381
 SX1381                         *CURRENT SURVEY CONTROL
 SX1381  ___________________________________________________________________
 SX1381* NAD 83(1991)-  47 22 14.57827(N)    121 59 04.60470(W)     ADJUSTED  
 SX1381* NAVD 88     -       241.7    (meters)     793.     (feet)  VERTCON   
 SX1381  ___________________________________________________________________
 SX1381  LAPLACE CORR-          12.94  (seconds)                    DEFLEC99
 SX1381  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 SX1381
 SX1381  HORZ ORDER  -  SECOND
 SX1381
 SX1381.The horizontal coordinates were established by classical geodetic methods
 SX1381.and adjusted by the National Geodetic Survey in December 1991..
 SX1381
 SX1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1381
 SX1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1381
 SX1381.The geoid height was determined by GEOID03.
 SX1381
 SX1381;                    North         East     Units Scale Factor Converg.
 SX1381;SPC WA N     -    41,867.698   413,046.736   MT  1.00002662   -0 51 25.7
 SX1381;SPC WA N     -   137,360.94  1,355,137.50   sFT  1.00002662   -0 51 25.7
 SX1381;UTM  10      - 5,246,861.597   576,659.532   MT  0.99967222   +0 44 49.6
 SX1381
 SX1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1381!SPC WA N     -   0.99996562  x   1.00002662  =   0.99999224
 SX1381!UTM  10      -   0.99996562  x   0.99967222  =   0.99963785
 SX1381
 SX1381|---------------------------------------------------------------------|
 SX1381| PID    Reference Object                     Distance      Geod. Az  |
 SX1381|                                                           dddmmss.s |
 SX1381| SX1379 FP 120                              256.958 METERS 04526     |
 SX1381| SX1378 FP 121                              382.172 METERS 06015     |
 SX1381|---------------------------------------------------------------------|
 SX1381
 SX1381                          SUPERSEDED SURVEY CONTROL
 SX1381
 SX1381  NAD 83(1986)-  47 22 14.56892(N)    121 59 04.61497(W) AD(       ) 2
 SX1381  NAD 27      -  47 22 15.20221(N)    121 59 00.20191(W) AD(       ) 2
 SX1381  NGVD 29 (07/19/86)  240.6    (m)          789.     (f) VERT ANG       
 SX1381
 SX1381.Superseded values are not recommended for survey control.
 SX1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1381.See file dsdata.txt to determine how the superseded data were derived.
 SX1381
 SX1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7666046862(NAD 83)
 SX1381_MARKER: Z = SEE DESCRIPTION
 SX1381_SETTING: 0 = UNSPECIFIED SETTING
 SX1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1381
 SX1381  HISTORY     - Date     Condition        Report By
 SX1381  HISTORY     - 1972     MONUMENTED       WA-033
 SX1381
 SX1381                          STATION DESCRIPTION
 SX1381
 SX1381'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1381'APPROX. LOCATION--1 MILE N.E. OF GEORGETOWN.
 SX1381'
 SX1381'THIS POINT IS LOCATED 12 FT WEST OF THE CENTER OF S.E. 256TH
 SX1381'ST.  IT IS APPROX. 0.5 MILE WEST OF THE LANDSBURG ROAD.  IT IS
 SX1381'MORE-OR-LESS IN THE VICINITY WHERE S.E. 256TH ENDS AS AN IMPROVED
 SX1381'GRAVEL ROAD, BUT CONTINUES SOUTHERLY AS A DIRT ROAD.
 SX1381'
 SX1381'THE POINT IS 55.9 FT SOUTH OF A SPIKE IN A POWER POLE.
 SX1381'
 SX1381'THE POINT IS 24.4 FT WEST OF A SPIKE IN A POWER POLE.
 SX1381'
 SX1381'THE POINT IS 55.1 FT NORTH OF A SPIKE IN A 30 IN HEMLOCK.
 SX1381'
 SX1381'SURFACE MONUMENT--K.C.S. DISK SET IN CONCRETE BURIED 6 IN BELOW
 SX1381'SURFACE.
 SX1381'
 SX1381'SUB-SURFACE MONUMENT--K.C.S. DISK SET IN CONCRETE MONUMENT BURIED
 SX1381'3 FT BELOW SURFACE.
 SX1381'
 SX1381'MONUMENT STAMPED FP-119 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1379 ***********************************************************************
 SX1379  DESIGNATION -  FP 120
 SX1379  PID         -  SX1379
 SX1379  STATE/COUNTY-  WA/KING
 SX1379  USGS QUAD   -  CUMBERLAND (1993)
 SX1379
 SX1379                         *CURRENT SURVEY CONTROL
 SX1379  ___________________________________________________________________
 SX1379* NAD 83(1991)-  47 22 20.41657(N)    121 58 55.87824(W)     ADJUSTED  
 SX1379* NAVD 88     -       235.4    (meters)     772.     (feet)  VERTCON   
 SX1379  ___________________________________________________________________
 SX1379  LAPLACE CORR-          12.97  (seconds)                    DEFLEC99
 SX1379  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 SX1379
 SX1379  HORZ ORDER  -  SECOND
 SX1379
 SX1379.The horizontal coordinates were established by classical geodetic methods
 SX1379.and adjusted by the National Geodetic Survey in December 1991..
 SX1379
 SX1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1379
 SX1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1379
 SX1379.The geoid height was determined by GEOID03.
 SX1379
 SX1379;                    North         East     Units Scale Factor Converg.
 SX1379;SPC WA N     -    42,045.250   413,232.494   MT  1.00002626   -0 51 19.2
 SX1379;SPC WA N     -   137,943.46  1,355,746.94   sFT  1.00002626   -0 51 19.2
 SX1379;UTM  10      - 5,247,044.215   576,840.182   MT  0.99967256   +0 44 56.1
 SX1379
 SX1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1379!SPC WA N     -   0.99996661  x   1.00002626  =   0.99999286
 SX1379!UTM  10      -   0.99996661  x   0.99967256  =   0.99963918
 SX1379
 SX1379|---------------------------------------------------------------------|
 SX1379| PID    Reference Object                     Distance      Geod. Az  |
 SX1379|                                                           dddmmss.s |
 SX1379| SX1378 FP 121                              149.027 METERS 08625     |
 SX1379| SX1354 PREEDY                              APPROX. 0.8 KM 1750052.1 |
 SX1379| SX1381 FP 119                              256.958 METERS 22526     |
 SX1379|---------------------------------------------------------------------|
 SX1379
 SX1379                          SUPERSEDED SURVEY CONTROL
 SX1379
 SX1379  NAD 83(1986)-  47 22 20.40719(N)    121 58 55.88848(W) AD(       ) 2
 SX1379  NAD 27      -  47 22 21.04048(N)    121 58 51.47564(W) AD(       ) 2
 SX1379  NGVD 29 (07/19/86)  234.3    (m)          769.     (f) VERT ANG       
 SX1379
 SX1379.Superseded values are not recommended for survey control.
 SX1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1379.See file dsdata.txt to determine how the superseded data were derived.
 SX1379
 SX1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7684047044(NAD 83)
 SX1379_MARKER: Z = SEE DESCRIPTION
 SX1379_SETTING: 0 = UNSPECIFIED SETTING
 SX1379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1379
 SX1379  HISTORY     - Date     Condition        Report By
 SX1379  HISTORY     - 1972     MONUMENTED       WA-033
 SX1379
 SX1379                          STATION DESCRIPTION
 SX1379
 SX1379'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1379'APPROX. LOCATION--1-1/4 MILES NORTH OF GEORGETOWN.
 SX1379'
 SX1379'POINT IS ON S.E. 256TH ST, 11 FT N.W. OF CENTERLINE AND 0.3 MILES
 SX1379'WEST OF LANSBURG ROAD.  POINT IS 76.5 FT NORTH OF N.W. CORNER OF A
 SX1379'BROWN HOUSE RT. 1 BOX 247 AND 97.4 FT N.W. OF THE N.E. CORNER OF
 SX1379'SAME HOUSE AND 54.0 FT N.W. OF THE EASTERLYMOST CORNER OF A NEW
 SX1379'CONCRETE DRIVEWAY.
 SX1379'
 SX1379'SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT BURIED
 SX1379'6 IN BELOW SURFACE.
 SX1379'
 SX1379'SUB-SURFACE MONUMENT--NONE.
 SX1379'
 SX1379'*MONUMENT STAMPED FP-120 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1378 ***********************************************************************
 SX1378  DESIGNATION -  FP 121
 SX1378  PID         -  SX1378
 SX1378  STATE/COUNTY-  WA/KING
 SX1378  USGS QUAD   -  CUMBERLAND (1993)
 SX1378
 SX1378                         *CURRENT SURVEY CONTROL
 SX1378  ___________________________________________________________________
 SX1378* NAD 83(1991)-  47 22 20.71801(N)    121 58 48.78865(W)     ADJUSTED  
 SX1378* NAVD 88     -       232.1    (meters)     761.     (feet)  VERTCON   
 SX1378  ___________________________________________________________________
 SX1378  LAPLACE CORR-          13.01  (seconds)                    DEFLEC99
 SX1378  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 SX1378
 SX1378  HORZ ORDER  -  SECOND
 SX1378
 SX1378.The horizontal coordinates were established by classical geodetic methods
 SX1378.and adjusted by the National Geodetic Survey in December 1991..
 SX1378
 SX1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1378
 SX1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1378
 SX1378.The geoid height was determined by GEOID03.
 SX1378
 SX1378;                    North         East     Units Scale Factor Converg.
 SX1378;SPC WA N     -    42,052.340   413,381.356   MT  1.00002624   -0 51 14.0
 SX1378;SPC WA N     -   137,966.72  1,356,235.33   sFT  1.00002624   -0 51 14.0
 SX1378;UTM  10      - 5,247,055.466   576,988.734   MT  0.99967284   +0 45 01.3
 SX1378
 SX1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1378!SPC WA N     -   0.99996712  x   1.00002624  =   0.99999336
 SX1378!UTM  10      -   0.99996712  x   0.99967284  =   0.99963997
 SX1378
 SX1378:                Primary Azimuth Mark                     Grid Az
 SX1378:SPC WA N     -  PREEDY                                   186 53 47.0
 SX1378:UTM  10      -  PREEDY                                   185 17 31.7
 SX1378
 SX1378|---------------------------------------------------------------------|
 SX1378| PID    Reference Object                     Distance      Geod. Az  |
 SX1378|                                                           dddmmss.s |
 SX1378| SX1354 PREEDY                              APPROX. 0.8 KM 1860233.0 |
 SX1378| SX1381 FP 119                              382.172 METERS 24015     |
 SX1378| SX1379 FP 120                              149.027 METERS 26625     |
 SX1378|---------------------------------------------------------------------|
 SX1378
 SX1378                          SUPERSEDED SURVEY CONTROL
 SX1378
 SX1378  NAD 83(1986)-  47 22 20.70861(N)    121 58 48.79889(W) AD(       ) 2
 SX1378  NAD 27      -  47 22 21.34189(N)    121 58 44.38626(W) AD(       ) 2
 SX1378  NGVD 29 (07/19/86)  231.0    (m)          758.     (f) VERT ANG       
 SX1378
 SX1378.Superseded values are not recommended for survey control.
 SX1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1378.See file dsdata.txt to determine how the superseded data were derived.
 SX1378
 SX1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7698947055(NAD 83)
 SX1378
 SX1378  HISTORY     - Date     Condition        Report By
 SX1378  HISTORY     - 1972     MONUMENTED       WA-033
 SX1378
 SX1378                          STATION DESCRIPTION
 SX1378
 SX1378'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1378'LOCATION--THIS POINT IS LOCATED 11 FT NORTH OF THE CENTER OF
 SX1378'S.E. 256TH ST.  IT IS APPROX. 0.25 MILES WEST OF 272ND
 SX1378'AVE. S.E.  THE POINT LAYS ON THE PROJECTED EAST EDGE OF A GRAVEL
 SX1378'DRIVEWAY TO THE NO. 27045.  IT IS 250 FEET NORTH OF THE EAST END
 SX1378'OF A 12 INCH CONC. CULVERT BENEATH THE DRWY.  IT IS 38.8
 SX1378'FT N.N.E. OF THE WEST END OF THE CULVERT.  THE POINT IS 22.9
 SX1378'FT SOUTH OF A SPIKE IN A 20 IN FIR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1374 ***********************************************************************
 SX1374  DESIGNATION -  FP 122
 SX1374  PID         -  SX1374
 SX1374  STATE/COUNTY-  WA/KING
 SX1374  USGS QUAD   -  CUMBERLAND (1993)
 SX1374
 SX1374                         *CURRENT SURVEY CONTROL
 SX1374  ___________________________________________________________________
 SX1374* NAD 83(1991)-  47 21 28.54753(N)    121 58 39.36256(W)     ADJUSTED  
 SX1374* NAVD 88     -       188.2    (meters)     617.     (feet)  VERTCON   
 SX1374  ___________________________________________________________________
 SX1374  LAPLACE CORR-          13.41  (seconds)                    DEFLEC99
 SX1374  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 SX1374
 SX1374  HORZ ORDER  -  SECOND
 SX1374
 SX1374.The horizontal coordinates were established by classical geodetic methods
 SX1374.and adjusted by the National Geodetic Survey in December 1991..
 SX1374
 SX1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1374
 SX1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1374
 SX1374.The geoid height was determined by GEOID03.
 SX1374
 SX1374;                    North         East     Units Scale Factor Converg.
 SX1374;SPC WA N     -    40,438.360   413,555.137   MT  1.00002953   -0 51 06.9
 SX1374;SPC WA N     -   132,671.52  1,356,805.48   sFT  1.00002953   -0 51 06.9
 SX1374;UTM  10      - 5,245,447.554   577,207.551   MT  0.99967326   +0 45 07.6
 SX1374
 SX1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1374!SPC WA N     -   0.99997399  x   1.00002953  =   1.00000352
 SX1374!UTM  10      -   0.99997399  x   0.99967326  =   0.99964726
 SX1374
 SX1374:                Primary Azimuth Mark                     Grid Az
 SX1374:SPC WA N     -  FR 22                                    092 21 55.6
 SX1374:UTM  10      -  FR 22                                    090 45 41.1
 SX1374
 SX1374|---------------------------------------------------------------------|
 SX1374| PID    Reference Object                     Distance      Geod. Az  |
 SX1374|                                                           dddmmss.s |
 SX1374| SX1371 FR 22                               490.860 METERS 0913048.7 |
 SX1374| SX1373 SEC COR 25 30 36 31                 265.909 METERS 09227     |
 SX1374| SX1372 FR 1                                305.867 METERS 09314     |
 SX1374| SX1376 FP 70                               145.196 METERS 26637     |
 SX1374|---------------------------------------------------------------------|
 SX1374
 SX1374                          SUPERSEDED SURVEY CONTROL
 SX1374
 SX1374  NAD 83(1986)-  47 21 28.53813(N)    121 58 39.37317(W) AD(       ) 2
 SX1374  NAD 27      -  47 21 29.17123(N)    121 58 34.96123(W) AD(       ) 2
 SX1374  NGVD 29 (07/19/86)  187.1    (m)          614.     (f) VERT ANG       
 SX1374
 SX1374.Superseded values are not recommended for survey control.
 SX1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1374.See file dsdata.txt to determine how the superseded data were derived.
 SX1374
 SX1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7720845448(NAD 83)
 SX1374_MARKER: Z = SEE DESCRIPTION
 SX1374_SETTING: 0 = UNSPECIFIED SETTING
 SX1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1374
 SX1374  HISTORY     - Date     Condition        Report By
 SX1374  HISTORY     - 1972     MONUMENTED       WA-033
 SX1374
 SX1374                          STATION DESCRIPTION
 SX1374
 SX1374'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1374'APPROX. LOCATION--IN GEORGETOWN.
 SX1374'
 SX1374'THIS POINT IS LOCATED 22 FT NORTH OF THE CENTER OF THE
 SX1374'KENT-KANGLEY ROAD (S.E. 272ND ST.).  IT IS APPROX. 0.15 MILE WEST
 SX1374'OF 276TH AVE. S.E.  IT IS BETWEEN 2 DRIVEWAYS INTO A MOBILE HOME
 SX1374'PARK.  THE POINT IS 50 FT EAST OF THE CENTER OF THE WESTERLYMOST
 SX1374'DRIVEWAY.
 SX1374'
 SX1374'THE POINT IS 46.0 FT S.W. OF A SPIKE IN A UTILITY POLE.
 SX1374'
 SX1374'THE POINT IS 59.7 FT N.W. OF A SPIKE IN A UTILITY POLE.
 SX1374'
 SX1374'SURFACE MONUMENT--KCS DISK SET IN CONCRETE BURIED 6 IN BELOW
 SX1374'SURFACE.
 SX1374'
 SX1374'SUB-SURFACE MONUMENT--KCS DISK SET IN CONCRETE MONUMENT BURIED
 SX1374'3 FT BELOW SURFACE.
 SX1374'
 SX1374'MONUMENT STAMPED FP-122 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1969 ***********************************************************************
 SY1969  DESIGNATION -  FP 123 K CO 1972
 SY1969  PID         -  SY1969
 SY1969  STATE/COUNTY-  WA/KING
 SY1969  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1969
 SY1969                         *CURRENT SURVEY CONTROL
 SY1969  ___________________________________________________________________
 SY1969* NAD 83(1991)-  47 20 46.88913(N)    122 06 01.96822(W)     ADJUSTED  
 SY1969* NAVD 88     -       128.1    (meters)     420.     (feet)  VERTCON   
 SY1969  ___________________________________________________________________
 SY1969  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 SY1969  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SY1969
 SY1969  HORZ ORDER  -  SECOND
 SY1969
 SY1969.The horizontal coordinates were established by classical geodetic methods
 SY1969.and adjusted by the National Geodetic Survey in December 1991..
 SY1969
 SY1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1969
 SY1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1969
 SY1969.The geoid height was determined by GEOID03.
 SY1969
 SY1969;                    North         East     Units Scale Factor Converg.
 SY1969;SPC WA N     -    39,297.494   404,246.667   MT  1.00003220   -0 56 36.5
 SY1969;SPC WA N     -   128,928.53  1,326,265.94   sFT  1.00003220   -0 56 36.5
 SY1969;UTM  10      - 5,244,047.007   567,938.070   MT  0.99965672   +0 39 41.5
 SY1969
 SY1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1969!SPC WA N     -   0.99998348  x   1.00003220  =   1.00001568
 SY1969!UTM  10      -   0.99998348  x   0.99965672  =   0.99964020
 SY1969
 SY1969:                Primary Azimuth Mark                     Grid Az
 SY1969:SPC WA N     -  HEWES                                    248 59 54.6
 SY1969:UTM  10      -  HEWES                                    247 23 36.6
 SY1969
 SY1969|---------------------------------------------------------------------|
 SY1969| PID    Reference Object                     Distance      Geod. Az  |
 SY1969|                                                           dddmmss.s |
 SY1969| SY1954 HEWES                               APPROX. 0.6 KM 2480318.1 |
 SY1969|---------------------------------------------------------------------|
 SY1969
 SY1969                          SUPERSEDED SURVEY CONTROL
 SY1969
 SY1969  NAD 83(1986)-  47 20 46.88081(N)    122 06 01.97939(W) AD(       ) 2
 SY1969  NAD 27      -  47 20 47.51558(N)    122 05 57.55729(W) AD(       ) 2
 SY1969  NGVD 29 (07/19/86)  127.0    (m)          417.     (f) VERT ANG       
 SY1969
 SY1969.Superseded values are not recommended for survey control.
 SY1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1969.See file dsdata.txt to determine how the superseded data were derived.
 SY1969
 SY1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6793844047(NAD 83)
 SY1969_MARKER: Z = SEE DESCRIPTION
 SY1969_SETTING: 0 = UNSPECIFIED SETTING
 SY1969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1969
 SY1969  HISTORY     - Date     Condition        Report By
 SY1969  HISTORY     - 1972     MONUMENTED       WA-033
 SY1969
 SY1969                          STATION DESCRIPTION
 SY1969
 SY1969'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SY1969'APPROX. LOCATION--1-1/4 S.E. OF COVINGTON.
 SY1969'
 SY1969'THIS POINT IS LOCATED BENEATH STEEL TOWER NO. 4 OF THE
 SY1969'COVINGTON-G. C. BONNEVILLE POWER ADMINS. TRANSMISSION LINE
 SY1969'NO. 1.  THIS IS THE SECOND TOWER EAST OF SE 284TH PL.  (COVINGTON-
 SY1969'LAKE SAWYER RD.).  IT IS APPROX. 1/4 MILE EAST OF SE 244TH PL. AND
 SY1969'MAY BE REACHED FROM 284TH PL. BY GOING NORTH ON 178TH AVE. SE FOR
 SY1969'0.1 MILE, TURN EAST ON GRAVEL ROAD AND PROCEED EASTERLY, PAST
 SY1969'END OF MAINTAINED ROAD, ON TRANSMISSION LINE ACCESS ROAD TO
 SY1969'VICINITY OF TOWER NO. 4.  THE POINT IS LOCATED ON LINE ABOUT
 SY1969'MIDWAY BETWEEN THE SE AND SW LEGS OF THE TOWER.  IT IS 30.9 FT
 SY1969'SSW OF THE NE LEG OF TOWER AND 14.2 FT WEST OF THE SE LEG OF THE
 SY1969'TOWER.
 SY1969'
 SY1969'SURFACE MONUMENT--KCS DISK SET IN CONCRETE ON SURFACE.
 SY1969'
 SY1969'SUB-SURFACE MONUMENT--KCS DISK SET IN CONCRETE MONUMENT BURIED
 SY1969'3 FT BELOW SURFACE.
 SY1969'
 SY1969'MONUMENT STAMPED FP-123 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1919 ***********************************************************************
 SY1919  DESIGNATION -  FP 125 K CO 1973
 SY1919  PID         -  SY1919
 SY1919  STATE/COUNTY-  WA/KING
 SY1919  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1919
 SY1919                         *CURRENT SURVEY CONTROL
 SY1919  ___________________________________________________________________
 SY1919* NAD 83(1991)-  47 25 44.56541(N)    122 04 49.77510(W)     ADJUSTED  
 SY1919* NAVD 88     -       172.5    (meters)     566.     (feet)  VERTCON   
 SY1919  ___________________________________________________________________
 SY1919  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 SY1919  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 SY1919
 SY1919  HORZ ORDER  -  SECOND
 SY1919
 SY1919.The horizontal coordinates were established by classical geodetic methods
 SY1919.and adjusted by the National Geodetic Survey in December 1991..
 SY1919
 SY1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1919
 SY1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1919
 SY1919.The geoid height was determined by GEOID03.
 SY1919
 SY1919;                    North         East     Units Scale Factor Converg.
 SY1919;SPC WA N     -    48,464.847   405,910.809   MT  1.00001399   -0 55 42.7
 SY1919;SPC WA N     -   159,005.09  1,331,725.71   sFT  1.00001399   -0 55 42.7
 SY1919;UTM  10      - 5,253,254.020   569,344.221   MT  0.99965909   +0 40 37.9
 SY1919
 SY1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1919!SPC WA N     -   0.99997653  x   1.00001399  =   0.99999052
 SY1919!UTM  10      -   0.99997653  x   0.99965909  =   0.99963563
 SY1919
 SY1919|---------------------------------------------------------------------|
 SY1919| PID    Reference Object                     Distance      Geod. Az  |
 SY1919|                                                           dddmmss.s |
 SY1919| SY1918 FP 32 K CO 1970                     210.143 METERS 16835     |
 SY1919| SY1894 DESIRE                              APPROX. 3.0 KM 2840940.1 |
 SY1919| SY1920 FP 31 K CO 1970                     104.085 METERS 34501     |
 SY1919|---------------------------------------------------------------------|
 SY1919
 SY1919                          SUPERSEDED SURVEY CONTROL
 SY1919
 SY1919  NAD 83(1986)-  47 25 44.55686(N)    122 04 49.78470(W) AD(       ) 2
 SY1919  NAD 27      -  47 25 45.19387(N)    122 04 45.36176(W) AD(       ) 2
 SY1919  NGVD 29 (07/19/86)  171.4    (m)          562.     (f) VERT ANG       
 SY1919
 SY1919.Superseded values are not recommended for survey control.
 SY1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1919.See file dsdata.txt to determine how the superseded data were derived.
 SY1919
 SY1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6934453254(NAD 83)
 SY1919_MARKER: Z = SEE DESCRIPTION
 SY1919_SETTING: 0 = UNSPECIFIED SETTING
 SY1919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1919
 SY1919  HISTORY     - Date     Condition        Report By
 SY1919  HISTORY     - 1973     MONUMENTED       WA-033
 SY1919
 SY1919                          STATION DESCRIPTION
 SY1919
 SY1919'DESCRIBED BY KING COUNTY WASHINGTON 1973
 SY1919'STATION BURIED IN EASTERLY SHOULDER OF 196TH AVE SE, APPROX. 0.1
 SY1919'MILES SOUTH OF SE 192ND ST AND 196TH AVE SE INTERSECTION.
 SY1919'
 SY1919'POINT IS 13.5 FT ENE OF CENTERLINE 196TH AVE SE.
 SY1919'
 SY1919'POINT IS 52.1 FT NE OF SPIKE IN UTILITY POLE.
 SY1919'
 SY1919'POINT IS 36.6 FT ENE OF SPIKE IN TOP GUARD POST.
 SY1919'
 SY1919'POINT IS 33.6 FT ESE OF SPIKE IN TOP GUARD POST.
 SY1919'
 SY1919'SURFACE MONUMENT--SET KCS DISK IN CONC. MON 6 IN DOWN.
 SY1919'
 SY1919'SUB-SURFACE MONUMENT--NONE-HIT SOLID ROCK 3 FT DOWN.
 SY1919'
 SY1919'DISK STAMPED--FP-125.  1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1908 ***********************************************************************
 SY1908  DESIGNATION -  FP 19 K CO 1969
 SY1908  PID         -  SY1908
 SY1908  STATE/COUNTY-  WA/KING
 SY1908  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1908
 SY1908                         *CURRENT SURVEY CONTROL
 SY1908  ___________________________________________________________________
 SY1908* NAD 83(1991)-  47 24 31.93234(N)    122 02 06.59549(W)     ADJUSTED  
 SY1908* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 SY1908  ___________________________________________________________________
 SY1908  LAPLACE CORR-           9.57  (seconds)                    DEFLEC99
 SY1908  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 SY1908
 SY1908  HORZ ORDER  -  SECOND
 SY1908
 SY1908.The horizontal coordinates were established by classical geodetic methods
 SY1908.and adjusted by the National Geodetic Survey in December 1991..
 SY1908
 SY1908.The orthometric height was scaled from a topographic map.
 SY1908
 SY1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1908
 SY1908.The geoid height was determined by GEOID03.
 SY1908
 SY1908;                    North         East     Units Scale Factor Converg.
 SY1908;SPC WA N     -    46,167.541   409,295.141   MT  1.00001825   -0 53 41.2
 SY1908;SPC WA N     -   151,468.01  1,342,829.14   sFT  1.00001825   -0 53 41.2
 SY1908;UTM  10      - 5,251,053.213   572,790.366   MT  0.99966511   +0 42 37.2
 SY1908
 SY1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1908!SPC WA N     -   0.99998692  x   1.00001825  =   1.00000517
 SY1908!UTM  10      -   0.99998692  x   0.99966511  =   0.99965203
 SY1908
 SY1908:                Primary Azimuth Mark                     Grid Az
 SY1908:SPC WA N     -  217 A WSHD                               217 19 53.6
 SY1908:UTM  10      -  217 A WSHD                               215 43 35.2
 SY1908
 SY1908|---------------------------------------------------------------------|
 SY1908| PID    Reference Object                     Distance      Geod. Az  |
 SY1908|                                                           dddmmss.s |
 SY1908| SY1912 217 A WSHD                          APPROX. 1.3 KM 2162612.4 |
 SY1908|---------------------------------------------------------------------|
 SY1908
 SY1908                          SUPERSEDED SURVEY CONTROL
 SY1908
 SY1908  NAD 83(1986)-  47 24 31.92297(N)    122 02 06.60485(W) AD(       ) 2
 SY1908  NAD 27      -  47 24 32.55924(N)    122 02 02.18684(W) AD(       ) 2
 SY1908
 SY1908.Superseded values are not recommended for survey control.
 SY1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1908.See file dsdata.txt to determine how the superseded data were derived.
 SY1908
 SY1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7279051053(NAD 83)
 SY1908_MARKER: Z = SEE DESCRIPTION
 SY1908_SETTING: 0 = UNSPECIFIED SETTING
 SY1908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1908
 SY1908  HISTORY     - Date     Condition        Report By
 SY1908  HISTORY     - 1969     MONUMENTED       WA-033
 SY1908
 SY1908                          STATION DESCRIPTION
 SY1908
 SY1908'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY1908'POINT IS LOCATED APPROX. 400 FT NE OF BRIDGE (CROSSES OVER MAPLE
 SY1908'VALLEY ROAD), AND 40 FT EAST OF CENTERLINE OF HWY 18 AND 41.3 FT
 SY1908'SE OF CONC. MON. P.C. OF CURVE ON CENTERLINE, AND 18.7 FT EAST OF A
 SY1908'RR SPIKE IN 6 IN X 6 IN WOOD GUARD POST AND 102.5 FT SOUTH OF THE
 SY1908'SE CORNER OF A CONC. ABUTTMENT AT THE END OF THE GUARD RAIL AND
 SY1908'4.5 FT WEST OF THE REFERENCE POST.
 SY1908'
 SY1908'SURFACE MONUMENT--KCS STANDARD DISC SET IN CONC. SURFACE MON.
 SY1908'
 SY1908'SUB-MONUMENT--(TK IN LEAD PLUG)
 SY1908'
 SY1908'DISK STAMPED--FP-19.  1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1970 ***********************************************************************
 SY1970  DESIGNATION -  FP 28 K CO 1969
 SY1970  PID         -  SY1970
 SY1970  STATE/COUNTY-  WA/KING
 SY1970  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1970
 SY1970                         *CURRENT SURVEY CONTROL
 SY1970  ___________________________________________________________________
 SY1970* NAD 83(1991)-  47 21 55.24860(N)    122 06 06.73759(W)     ADJUSTED  
 SY1970* NAVD 88     -       114.1    (meters)     374.     (feet)  VERTCON   
 SY1970  ___________________________________________________________________
 SY1970  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 SY1970  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SY1970
 SY1970  HORZ ORDER  -  SECOND
 SY1970
 SY1970.The horizontal coordinates were established by classical geodetic methods
 SY1970.and adjusted by the National Geodetic Survey in December 1991..
 SY1970
 SY1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1970
 SY1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1970
 SY1970.The geoid height was determined by GEOID03.
 SY1970
 SY1970;                    North         East     Units Scale Factor Converg.
 SY1970;SPC WA N     -    41,410.046   404,181.368   MT  1.00002784   -0 56 40.0
 SY1970;SPC WA N     -   135,859.46  1,326,051.70   sFT  1.00002784   -0 56 40.0
 SY1970;UTM  10      - 5,246,156.113   567,813.669   MT  0.99965651   +0 39 38.8
 SY1970
 SY1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1970!SPC WA N     -   0.99998568  x   1.00002784  =   1.00001352
 SY1970!UTM  10      -   0.99998568  x   0.99965651  =   0.99964219
 SY1970
 SY1970:                Primary Azimuth Mark                     Grid Az
 SY1970:SPC WA N     -  FP 29 K CO 1969                          181 33 56.6
 SY1970:UTM  10      -  FP 29 K CO 1969                          179 57 37.8
 SY1970
 SY1970|---------------------------------------------------------------------|
 SY1970| PID    Reference Object                     Distance      Geod. Az  |
 SY1970|                                                           dddmmss.s |
 SY1970| SY1971 FP 29 K CO 1969                     408.980 METERS 1803716.6 |
 SY1970| SY1973 180TH ST PLAT MON                   354.530 METERS 18134     |
 SY1970|---------------------------------------------------------------------|
 SY1970
 SY1970                          SUPERSEDED SURVEY CONTROL
 SY1970
 SY1970  NAD 83(1986)-  47 21 55.24027(N)    122 06 06.74825(W) AD(       ) 2
 SY1970  NAD 27      -  47 21 55.87565(N)    122 06 02.32477(W) AD(       ) 2
 SY1970  NGVD 29 (07/19/86)  113.0    (m)          371.     (f) VERT ANG       
 SY1970
 SY1970.Superseded values are not recommended for survey control.
 SY1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1970.See file dsdata.txt to determine how the superseded data were derived.
 SY1970
 SY1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6781446156(NAD 83)
 SY1970_MARKER: Z = SEE DESCRIPTION
 SY1970_SETTING: 0 = UNSPECIFIED SETTING
 SY1970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1970
 SY1970  HISTORY     - Date     Condition        Report By
 SY1970  HISTORY     - 1969     MONUMENTED       WA-033
 SY1970
 SY1970                          STATION DESCRIPTION
 SY1970
 SY1970'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY1970'THIS POINT IS LOCATED 14 FT. EAST OF THE CENTERLINE OF 180TH
 SY1970'AVE. SE.
 SY1970'
 SY1970'IT IS APPROX. 0.2 MILES SOUTH OF STATE HWY. 18 (ECHO LAKE CUTOFF).
 SY1970'
 SY1970'THE POINT IS JUST EAST OF THE E/W 1/4 COR. OF SECS. 25/30
 SY1970'(MON. IN CASE).
 SY1970'
 SY1970'THE POINT IS 105.5 FT. SSE OF A FIN NAIL IN A TEL. POLE.
 SY1970'
 SY1970'THE POINT IS 95.0 FT. S OF A FIN NAIL IN A POWER POLE.
 SY1970'
 SY1970'THERE IS A CONC. MON 2.5 FT. BELOW THE SURFACE POINT.
 SY1970'
 SY1970'13.5 FT. WEST OF REFERENCE POST.
 SY1970'
 SY1970'SURFACE MONUMENT--KCS DISK SET IN CONC. - BURIED 6 IN.
 SY1970'
 SY1970'DISK STAMPED--FP-28.  1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1971 ***********************************************************************
 SY1971  DESIGNATION -  FP 29 K CO 1969
 SY1971  PID         -  SY1971
 SY1971  STATE/COUNTY-  WA/KING
 SY1971  USGS QUAD   -  BLACK DIAMOND (1994)
 SY1971
 SY1971                         *CURRENT SURVEY CONTROL
 SY1971  ___________________________________________________________________
 SY1971* NAD 83(1991)-  47 21 42.00640(N)    122 06 06.94893(W)     ADJUSTED  
 SY1971* NAVD 88     -       110.7    (meters)     363.     (feet)  VERTCON   
 SY1971  ___________________________________________________________________
 SY1971  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 SY1971  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SY1971
 SY1971  HORZ ORDER  -  SECOND
 SY1971
 SY1971.The horizontal coordinates were established by classical geodetic methods
 SY1971.and adjusted by the National Geodetic Survey in December 1991..
 SY1971
 SY1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1971
 SY1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1971
 SY1971.The geoid height was determined by GEOID03.
 SY1971
 SY1971;                    North         East     Units Scale Factor Converg.
 SY1971;SPC WA N     -    41,001.208   404,170.193   MT  1.00002867   -0 56 40.2
 SY1971;SPC WA N     -   134,518.13  1,326,015.04   sFT  1.00002867   -0 56 40.2
 SY1971;UTM  10      - 5,245,747.274   567,813.951   MT  0.99965651   +0 39 38.5
 SY1971
 SY1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1971!SPC WA N     -   0.99998621  x   1.00002867  =   1.00001488
 SY1971!UTM  10      -   0.99998621  x   0.99965651  =   0.99964272
 SY1971
 SY1971:                Primary Azimuth Mark                     Grid Az
 SY1971:SPC WA N     -  FP 28 K CO 1969                          001 33 56.7
 SY1971:UTM  10      -  FP 28 K CO 1969                          359 57 38.0
 SY1971
 SY1971|---------------------------------------------------------------------|
 SY1971| PID    Reference Object                     Distance      Geod. Az  |
 SY1971|                                                           dddmmss.s |
 SY1971| SY1970 FP 28 K CO 1969                     408.980 METERS 0003716.5 |
 SY1971| SY1982 FN 89 K CO 1969                     298.269 METERS 22555     |
 SY1971| SY1973 180TH ST PLAT MON                    54.805 METERS 35433     |
 SY1971|---------------------------------------------------------------------|
 SY1971
 SY1971                          SUPERSEDED SURVEY CONTROL
 SY1971
 SY1971  NAD 83(1986)-  47 21 41.99825(N)    122 06 06.95969(W) AD(       ) 2
 SY1971  NAD 27      -  47 21 42.63341(N)    122 06 02.53636(W) AD(       ) 2
 SY1971  NGVD 29 (07/19/86)  109.6    (m)          360.     (f) VERT ANG       
 SY1971
 SY1971.Superseded values are not recommended for survey control.
 SY1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1971.See file dsdata.txt to determine how the superseded data were derived.
 SY1971
 SY1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6781445747(NAD 83)
 SY1971_MARKER: Z = SEE DESCRIPTION
 SY1971_SETTING: 0 = UNSPECIFIED SETTING
 SY1971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1971
 SY1971  HISTORY     - Date     Condition        Report By
 SY1971  HISTORY     - 1969     MONUMENTED       WA-033
 SY1971
 SY1971                          STATION DESCRIPTION
 SY1971
 SY1971'DESCRIBED BY KING COUNTY WASHINGTON 1969
 SY1971'THIS POINT IS LOCATED 13.0 FT. EAST OF THE PROJECTED CENTERLINE
 SY1971'OF 180TH AVE SE.
 SY1971'
 SY1971'IT LIES EAST OF WHERE 180TH CURVES AND BECOMES THE WAX ROAD.
 SY1971'
 SY1971'THE POINT IS 80.9 FT. S OF A SPIKE IN A POWER POLE.
 SY1971'
 SY1971'THE POINT IS 79.4 FT. NE OF A SPIKE IN A POWER POLE.
 SY1971'
 SY1971'THE POINT IS 7.0 FT. SW OF A FIN NAIL IN A FENCE CORNER POST.
 SY1971'
 SY1971'THERE IS A CONC. MON WITH TACK IN LEAD 3.0 FT. BELOW THE SURFACE
 SY1971'POINT.
 SY1971'
 SY1971'5 FEET NORTHWEST OF REFERENCE POST.
 SY1971'
 SY1971'SURFACE MONUMENT--KCS DISK SET IN CONC.
 SY1971'
 SY1971'DISK STAMPED--FP-29.  1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1920 ***********************************************************************
 SY1920  DESIGNATION -  FP 31 K CO 1970
 SY1920  PID         -  SY1920
 SY1920  STATE/COUNTY-  WA/KING
 SY1920  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1920
 SY1920                         *CURRENT SURVEY CONTROL
 SY1920  ___________________________________________________________________
 SY1920* NAD 83(1991)-  47 25 47.82109(N)    122 04 51.05937(W)     ADJUSTED  
 SY1920* NAVD 88     -       181.4    (meters)     595.     (feet)  VERTCON   
 SY1920  ___________________________________________________________________
 SY1920  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 SY1920  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 SY1920
 SY1920  HORZ ORDER  -  SECOND
 SY1920
 SY1920.The horizontal coordinates were established by classical geodetic methods
 SY1920.and adjusted by the National Geodetic Survey in December 1991..
 SY1920
 SY1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1920
 SY1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1920
 SY1920.The geoid height was determined by GEOID03.
 SY1920
 SY1920;                    North         East     Units Scale Factor Converg.
 SY1920;SPC WA N     -    48,565.817   405,885.528   MT  1.00001380   -0 55 43.7
 SY1920;SPC WA N     -   159,336.35  1,331,642.77   sFT  1.00001380   -0 55 43.7
 SY1920;UTM  10      - 5,253,354.207   569,316.130   MT  0.99965905   +0 40 37.0
 SY1920
 SY1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1920!SPC WA N     -   0.99997514  x   1.00001380  =   0.99998894
 SY1920!UTM  10      -   0.99997514  x   0.99965905  =   0.99963420
 SY1920
 SY1920                          SUPERSEDED SURVEY CONTROL
 SY1920
 SY1920  NAD 83(1986)-  47 25 47.81255(N)    122 04 51.06894(W) AD(       ) 2
 SY1920  NAD 27      -  47 25 48.44958(N)    122 04 46.64592(W) AD(       ) 2
 SY1920  NGVD 29 (07/19/86)  180.3    (m)          592.     (f) VERT ANG       
 SY1920
 SY1920.Superseded values are not recommended for survey control.
 SY1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1920.See file dsdata.txt to determine how the superseded data were derived.
 SY1920
 SY1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6931653354(NAD 83)
 SY1920_MARKER: Z = SEE DESCRIPTION
 SY1920_SETTING: 0 = UNSPECIFIED SETTING
 SY1920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1920
 SY1920  HISTORY     - Date     Condition        Report By
 SY1920  HISTORY     - 1970     MONUMENTED       WA-033
 SY1920
 SY1920                          STATION DESCRIPTION
 SY1920
 SY1920'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY1920'POINT IS 61 FT SOUTH OF INTERSECTION OF SE 192ND AND 196TH AVE SE.
 SY1920'
 SY1920'POINT IS ON SHOULDER, 16 FT WEST OF CENTERLINE OF 196TH AVE SE.
 SY1920'
 SY1920'POINT IS 65.8 FT SOUTH OF A SPIKE, UP 2 IN ABOVE GROUND, IN A POWER
 SY1920'POLE AND 93.0 FT WEST OF SW CORNER OF HOUSE 19605 SE 192ND ST. AND
 SY1920'10.3 FT EAST OF A REF. POST.
 SY1920'
 SY1920'SURFACE MONUMENT--STAND KCS DISC SET IN CONCM MON BURIED 6 IN
 SY1920'SET SUB-MON. (TK IN LEAD).
 SY1920'
 SY1920'DISK STAMPED--FP-31.  1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1918 ***********************************************************************
 SY1918  DESIGNATION -  FP 32 K CO 1970
 SY1918  PID         -  SY1918
 SY1918  STATE/COUNTY-  WA/KING
 SY1918  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1918
 SY1918                         *CURRENT SURVEY CONTROL
 SY1918  ___________________________________________________________________
 SY1918* NAD 83(1991)-  47 25 37.89567(N)    122 04 47.78955(W)     ADJUSTED  
 SY1918* NAVD 88     -       155.6    (meters)     510.     (feet)  VERTCON   
 SY1918  ___________________________________________________________________
 SY1918  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 SY1918  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 SY1918
 SY1918  HORZ ORDER  -  SECOND
 SY1918
 SY1918.The horizontal coordinates were established by classical geodetic methods
 SY1918.and adjusted by the National Geodetic Survey in December 1991..
 SY1918
 SY1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1918
 SY1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1918
 SY1918.The geoid height was determined by GEOID03.
 SY1918
 SY1918;                    North         East     Units Scale Factor Converg.
 SY1918;SPC WA N     -    48,258.215   405,949.079   MT  1.00001438   -0 55 41.3
 SY1918;SPC WA N     -   158,327.16  1,331,851.27   sFT  1.00001438   -0 55 41.3
 SY1918;UTM  10      - 5,253,048.614   569,388.250   MT  0.99965917   +0 40 39.3
 SY1918
 SY1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1918!SPC WA N     -   0.99997918  x   1.00001438  =   0.99999356
 SY1918!UTM  10      -   0.99997918  x   0.99965917  =   0.99963836
 SY1918
 SY1918                          SUPERSEDED SURVEY CONTROL
 SY1918
 SY1918  NAD 83(1986)-  47 25 37.88712(N)    122 04 47.79919(W) AD(       ) 2
 SY1918  NAD 27      -  47 25 38.52411(N)    122 04 43.37642(W) AD(       ) 2
 SY1918  NGVD 29 (07/19/86)  154.5    (m)          507.     (f) VERT ANG       
 SY1918
 SY1918.Superseded values are not recommended for survey control.
 SY1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1918.See file dsdata.txt to determine how the superseded data were derived.
 SY1918
 SY1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET6938853049(NAD 83)
 SY1918_MARKER: Z = SEE DESCRIPTION
 SY1918_SETTING: 0 = UNSPECIFIED SETTING
 SY1918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1918
 SY1918  HISTORY     - Date     Condition        Report By
 SY1918  HISTORY     - 1970     MONUMENTED       WA-033
 SY1918
 SY1918                          STATION DESCRIPTION
 SY1918
 SY1918'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SY1918'POINT IS ABOUT 0.25 MILES NORTH OF INTERSECTION OF PETROVITSKY
 SY1918'RD. AND 196TH AVE SE.
 SY1918'
 SY1918'POINT IS APPROX. 200 FT NORTH OF INTERSECTION OF SE 196TH ST. AND
 SY1918'196TH AVE SE.
 SY1918'
 SY1918'POINT IS ON SHOULDER, 16.0 FT FROM CENTERLINE OF 196TH AVE SE AND
 SY1918'107.7 FT SSW OF A SPIKE IN A POWER POLE AND 44.4 FT NWW OF A SPIKE
 SY1918'IN A 18 IN FIR, AND 17.2 FT WEST OF A REF. POST.
 SY1918'
 SY1918'SURFACE MONUMENT--STAND. KCS DISC SET IN CONC. MON BURIED 6 IN
 SY1918'SET SUB-MON (TK IN LEAD).
 SY1918'
 SY1918'DISK STAMPED--FP-32.  1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1382 ***********************************************************************
 SX1382  DESIGNATION -  FP 68
 SX1382  PID         -  SX1382
 SX1382  STATE/COUNTY-  WA/KING
 SX1382  USGS QUAD   -  CUMBERLAND (1993)
 SX1382
 SX1382                         *CURRENT SURVEY CONTROL
 SX1382  ___________________________________________________________________
 SX1382* NAD 83(1991)-  47 21 45.35654(N)    121 59 22.48234(W)     ADJUSTED  
 SX1382* NAVD 88     -       181.9    (meters)     597.     (feet)  VERTCON   
 SX1382  ___________________________________________________________________
 SX1382  LAPLACE CORR-          12.99  (seconds)                    DEFLEC99
 SX1382  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 SX1382
 SX1382  HORZ ORDER  -  SECOND
 SX1382
 SX1382.The horizontal coordinates were established by classical geodetic methods
 SX1382.and adjusted by the National Geodetic Survey in December 1991..
 SX1382
 SX1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1382
 SX1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1382
 SX1382.The geoid height was determined by GEOID03.
 SX1382
 SX1382;                    North         East     Units Scale Factor Converg.
 SX1382;SPC WA N     -    40,970.950   412,658.135   MT  1.00002846   -0 51 39.1
 SX1382;SPC WA N     -   134,418.86  1,353,862.56   sFT  1.00002846   -0 51 39.1
 SX1382;UTM  10      - 5,245,954.644   576,296.317   MT  0.99967154   +0 44 36.1
 SX1382
 SX1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1382!SPC WA N     -   0.99997499  x   1.00002846  =   1.00000345
 SX1382!UTM  10      -   0.99997499  x   0.99967154  =   0.99964654
 SX1382
 SX1382:                Primary Azimuth Mark                     Grid Az
 SX1382:SPC WA N     -  FP 69                                    124 37 46.8
 SX1382:UTM  10      -  FP 69                                    123 01 31.6
 SX1382
 SX1382|---------------------------------------------------------------------|
 SX1382| PID    Reference Object                     Distance      Geod. Az  |
 SX1382|                                                           dddmmss.s |
 SX1382| SX1380 FP 69                               464.418 METERS 1234607.7 |
 SX1382|---------------------------------------------------------------------|
 SX1382
 SX1382                          SUPERSEDED SURVEY CONTROL
 SX1382
 SX1382  NAD 83(1986)-  47 21 45.34721(N)    121 59 22.49289(W) AD(       ) 2
 SX1382  NAD 27      -  47 21 45.98054(N)    121 59 18.07961(W) AD(       ) 2
 SX1382  NGVD 29 (07/19/86)  180.8    (m)          593.     (f) VERT ANG       
 SX1382
 SX1382.Superseded values are not recommended for survey control.
 SX1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1382.See file dsdata.txt to determine how the superseded data were derived.
 SX1382
 SX1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7629645955(NAD 83)
 SX1382_MARKER: Z = SEE DESCRIPTION
 SX1382_SETTING: 0 = UNSPECIFIED SETTING
 SX1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1382
 SX1382  HISTORY     - Date     Condition        Report By
 SX1382  HISTORY     - 1970     MONUMENTED       WA-033
 SX1382
 SX1382                          STATION DESCRIPTION
 SX1382
 SX1382'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SX1382'THIS POINT IS LOCATED 18.0 FT. NE OF THE CENTERLINE OF THE
 SX1382'KENT-KANGLEY ROAD.
 SX1382'
 SX1382'IT IS APPROX. 0.85 MILES WEST OF THE RAVENSDALE MARKET (LOCATED
 SX1382'AT INTERSECTION OF KENT KANGLEY ROAD AND 276TH AVE SE).
 SX1382'
 SX1382'THE POINT IS 19.0 FT. ESE OF A 4 IN IRON GATE POST.
 SX1382'
 SX1382'THIS GATE POST CLOSES A DRIVEWAY WHICH LEADS TO A OLD COAL MINE.
 SX1382'
 SX1382'THE POINT IS 42.5 FT. N OF A RR SPIKE IN A UTILITY POLE.
 SX1382'
 SX1382'IT IS 40.6 FT. WEST OF A RR SPIKE IN A 30 IN CEDAR TREE.
 SX1382'
 SX1382'REF. POST 8.5 FT NORTHEAST.
 SX1382'
 SX1382'SURFACE MONUMENT--KCS DISK SET IN CONC. BURIED 6 IN.
 SX1382'
 SX1382'FIELD STONE WITH CROSS ON TOP 2 FT. BELOW THE SURFACE POINT.
 SX1382'
 SX1382'DISK STAMPED--REF. POST 8.5 FEET NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1380 ***********************************************************************
 SX1380  DESIGNATION -  FP 69
 SX1380  PID         -  SX1380
 SX1380  STATE/COUNTY-  WA/KING
 SX1380  USGS QUAD   -  CUMBERLAND (1993)
 SX1380
 SX1380                         *CURRENT SURVEY CONTROL
 SX1380  ___________________________________________________________________
 SX1380* NAD 83(1991)-  47 21 36.99730(N)    121 59 04.08448(W)     ADJUSTED  
 SX1380* NAVD 88     -       185.3    (meters)     608.     (feet)  VERTCON   
 SX1380  ___________________________________________________________________
 SX1380  LAPLACE CORR-          13.15  (seconds)                    DEFLEC99
 SX1380  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 SX1380
 SX1380  HORZ ORDER  -  SECOND
 SX1380
 SX1380.The horizontal coordinates were established by classical geodetic methods
 SX1380.and adjusted by the National Geodetic Survey in December 1991..
 SX1380
 SX1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1380
 SX1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1380
 SX1380.The geoid height was determined by GEOID03.
 SX1380
 SX1380;                    North         East     Units Scale Factor Converg.
 SX1380;SPC WA N     -    40,707.028   413,040.289   MT  1.00002899   -0 51 25.4
 SX1380;SPC WA N     -   133,552.97  1,355,116.35   sFT  1.00002899   -0 51 25.4
 SX1380;UTM  10      - 5,245,701.614   576,685.570   MT  0.99967227   +0 44 49.5
 SX1380
 SX1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1380!SPC WA N     -   0.99997445  x   1.00002899  =   1.00000344
 SX1380!UTM  10      -   0.99997445  x   0.99967227  =   0.99964673
 SX1380
 SX1380:                Primary Azimuth Mark                     Grid Az
 SX1380:SPC WA N     -  FP 70                                    126 38 45.9
 SX1380:UTM  10      -  FP 70                                    125 02 31.0
 SX1380
 SX1380|---------------------------------------------------------------------|
 SX1380| PID    Reference Object                     Distance      Geod. Az  |
 SX1380|                                                           dddmmss.s |
 SX1380| SX1376 FP 70                               460.877 METERS 1254720.5 |
 SX1380| SX1382 FP 68                               464.418 METERS 3034621.2 |
 SX1380|---------------------------------------------------------------------|
 SX1380
 SX1380                          SUPERSEDED SURVEY CONTROL
 SX1380
 SX1380  NAD 83(1986)-  47 21 36.98794(N)    121 59 04.09508(W) AD(       ) 2
 SX1380  NAD 27      -  47 21 37.62117(N)    121 58 59.68237(W) AD(       ) 2
 SX1380  NGVD 29 (07/19/86)  184.2    (m)          604.     (f) VERT ANG       
 SX1380
 SX1380.Superseded values are not recommended for survey control.
 SX1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1380.See file dsdata.txt to determine how the superseded data were derived.
 SX1380
 SX1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7668645702(NAD 83)
 SX1380_MARKER: Z = SEE DESCRIPTION
 SX1380_SETTING: 0 = UNSPECIFIED SETTING
 SX1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1380
 SX1380  HISTORY     - Date     Condition        Report By
 SX1380  HISTORY     - 1970     MONUMENTED       WA-033
 SX1380
 SX1380                          STATION DESCRIPTION
 SX1380
 SX1380'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SX1380'THIS POINT IS LOCATED AT THE NE CORNER OF THE INTERSECTION OF
 SX1380'268TH AVE SE AND THE KENT-KANGLEY ROAD.
 SX1380'
 SX1380'IT IS 20.0 FT. NORTH OF THE CENTERLINE OF THE KENT-KANGLEY ROAD.
 SX1380'
 SX1380'IT IS APPROX. 0.5 MILES WEST OF THE RAVENSDALE MARKET.
 SX1380'
 SX1380'THE POINT IS 18.0 FT. SOUTH OF A RR SPIKE IN A 12 IN FIR TREE.
 SX1380'
 SX1380'IT IS 74.5 FT. E.N.E. OF A RR SPIKE IN A UTILITY POLE.
 SX1380'
 SX1380'REF. POST 9.5 FT. NORTHEAST.
 SX1380'
 SX1380'SURFACE MONUMENT--KCS DISK SET IN CONC. - BURIED 6 IN.
 SX1380'
 SX1380'THERE IS A CONC. MON WITH TACK-IN-LEAD 2.5 FT. BELOW THE SURFACE
 SX1380'POINT.
 SX1380'
 SX1380'DISK STAMPED--FP-69.  1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1376 ***********************************************************************
 SX1376  DESIGNATION -  FP 70
 SX1376  PID         -  SX1376
 SX1376  STATE/COUNTY-  WA/KING
 SX1376  USGS QUAD   -  CUMBERLAND (1993)
 SX1376
 SX1376                         *CURRENT SURVEY CONTROL
 SX1376  ___________________________________________________________________
 SX1376* NAD 83(1991)-  47 21 28.26964(N)    121 58 46.26942(W)     ADJUSTED  
 SX1376* NAVD 88     -       187.7    (meters)     616.     (feet)  VERTCON   
 SX1376  ___________________________________________________________________
 SX1376  LAPLACE CORR-          13.39  (seconds)                    DEFLEC99
 SX1376  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 SX1376
 SX1376  HORZ ORDER  -  SECOND
 SX1376
 SX1376.The horizontal coordinates were established by classical geodetic methods
 SX1376.and adjusted by the National Geodetic Survey in December 1991..
 SX1376
 SX1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1376
 SX1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1376
 SX1376.The geoid height was determined by GEOID03.
 SX1376
 SX1376;                    North         East     Units Scale Factor Converg.
 SX1376;SPC WA N     -    40,431.936   413,410.079   MT  1.00002955   -0 51 12.1
 SX1376;SPC WA N     -   132,650.44  1,356,329.57   sFT  1.00002955   -0 51 12.1
 SX1376;UTM  10      - 5,245,437.076   577,062.782   MT  0.99967298   +0 45 02.5
 SX1376
 SX1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1376!SPC WA N     -   0.99997407  x   1.00002955  =   1.00000362
 SX1376!UTM  10      -   0.99997407  x   0.99967298  =   0.99964706
 SX1376
 SX1376|---------------------------------------------------------------------|
 SX1376| PID    Reference Object                     Distance      Geod. Az  |
 SX1376|                                                           dddmmss.s |
 SX1376| SX1374 FP 122                              145.196 METERS 08637     |
 SX1376| SX1373 SEC COR 25 30 36 31                 410.617 METERS 0902321.9 |
 SX1376| SX1380 FP 69                               460.877 METERS 3054733.6 |
 SX1376|---------------------------------------------------------------------|
 SX1376
 SX1376                          SUPERSEDED SURVEY CONTROL
 SX1376
 SX1376  NAD 83(1986)-  47 21 28.26026(N)    121 58 46.28006(W) AD(       ) 2
 SX1376  NAD 27      -  47 21 28.89338(N)    121 58 41.86790(W) AD(       ) 2
 SX1376  NGVD 29 (07/19/86)  186.6    (m)          612.     (f) VERT ANG       
 SX1376
 SX1376.Superseded values are not recommended for survey control.
 SX1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1376.See file dsdata.txt to determine how the superseded data were derived.
 SX1376
 SX1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7706345437(NAD 83)
 SX1376_MARKER: Z = SEE DESCRIPTION
 SX1376_SETTING: 0 = UNSPECIFIED SETTING
 SX1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1376
 SX1376  HISTORY     - Date     Condition        Report By
 SX1376  HISTORY     - 1970     MONUMENTED       WA-033
 SX1376
 SX1376                          STATION DESCRIPTION
 SX1376
 SX1376'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SX1376'THIS POINT IS LOCATED AT THE SW CORNER OF THE INTERSECTION OF THE
 SX1376'KENT-KANGLEY ROAD AND 272ND AVE SE (271ST TO NORTH).
 SX1376'
 SX1376'IT IS 44.0 FT. SOUTH OF THE CENTERLINE OF THE KENT-KANGLEY ROAD.
 SX1376'
 SX1376'IT IS AT THE NE CORNER OF K.C. PARK DEPT. PROP.
 SX1376'
 SX1376'IT IS 3.2 FT NORTH OF A SIGN MARKED KING COUNTY RAVENSDALE PARK.
 SX1376'
 SX1376'IT IS 18.7 FT WNW OF A RR SPIKE IN A UTILITY POLE.
 SX1376'
 SX1376'IT IS 16.0 FT. ENE OF A RR SPIKE IN A 12 IN FIR.
 SX1376'
 SX1376'REF. POST 3.3 FEET WEST.
 SX1376'
 SX1376'SURFACE MONUMENT--KCS DISK SET IN CONC.
 SX1376'
 SX1376'DISK STAMPED--FP-70.  1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1906 ***********************************************************************
 SY1906  DESIGNATION -  FP 88 K CO 1971
 SY1906  PID         -  SY1906
 SY1906  STATE/COUNTY-  WA/KING
 SY1906  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1906
 SY1906                         *CURRENT SURVEY CONTROL
 SY1906  ___________________________________________________________________
 SY1906* NAD 83(1991)-  47 24 38.40975(N)    122 01 38.91342(W)     ADJUSTED  
 SY1906* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 SY1906  ___________________________________________________________________
 SY1906  LAPLACE CORR-          10.46  (seconds)                    DEFLEC99
 SY1906  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 SY1906
 SY1906  HORZ ORDER  -  SECOND
 SY1906
 SY1906.The horizontal coordinates were established by classical geodetic methods
 SY1906.and adjusted by the National Geodetic Survey in December 1991..
 SY1906
 SY1906.The orthometric height was scaled from a topographic map.
 SY1906
 SY1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1906
 SY1906.The geoid height was determined by GEOID03.
 SY1906
 SY1906;                    North         East     Units Scale Factor Converg.
 SY1906;SPC WA N     -    46,358.529   409,878.539   MT  1.00001786   -0 53 20.6
 SY1906;SPC WA N     -   152,094.61  1,344,743.17   sFT  1.00001786   -0 53 20.6
 SY1906;UTM  10      - 5,251,260.393   573,367.982   MT  0.99966615   +0 42 57.7
 SY1906
 SY1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1906!SPC WA N     -   0.99998064  x   1.00001786  =   0.99999850
 SY1906!UTM  10      -   0.99998064  x   0.99966615  =   0.99964680
 SY1906
 SY1906:                Primary Azimuth Mark                     Grid Az
 SY1906:SPC WA N     -  FP 19 K CO 1969                          251 52 22.9
 SY1906:UTM  10      -  FP 19 K CO 1969                          250 16 04.6
 SY1906
 SY1906|---------------------------------------------------------------------|
 SY1906| PID    Reference Object                     Distance      Geod. Az  |
 SY1906|                                                           dddmmss.s |
 SY1906| SY1908 FP 19 K CO 1969                     APPROX. 0.6 KM 2505902.3 |
 SY1906|---------------------------------------------------------------------|
 SY1906
 SY1906                          SUPERSEDED SURVEY CONTROL
 SY1906
 SY1906  NAD 83(1986)-  47 24 38.40022(N)    122 01 38.92251(W) AD(       ) 2
 SY1906  NAD 27      -  47 24 39.03632(N)    122 01 34.50530(W) AD(       ) 2
 SY1906
 SY1906.Superseded values are not recommended for survey control.
 SY1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1906.See file dsdata.txt to determine how the superseded data were derived.
 SY1906
 SY1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7336851260(NAD 83)
 SY1906_MARKER: Z = SEE DESCRIPTION
 SY1906_SETTING: 0 = UNSPECIFIED SETTING
 SY1906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1906
 SY1906  HISTORY     - Date     Condition        Report By
 SY1906  HISTORY     - 1971     MONUMENTED       WA-033
 SY1906
 SY1906                          STATION DESCRIPTION
 SY1906
 SY1906'DESCRIBED BY KING COUNTY WASHINGTON 1971
 SY1906'THIS POINT IS LOCATED 5 FT. SOUTH OF THE TOP OF A CUT-BANK 70
 SY1906'+ OR - FT. SE OF THE CENTER OF STATE HWY. 18 (AUBURN-ECHO LAKE
 SY1906'ROAD).
 SY1906'
 SY1906'IT IS APPROX. 0.5 MILES ENE OF WHERE THE MAPLE VALLEY HWY. CROSSES
 SY1906'BENEATH STATE HWY. 18.
 SY1906'
 SY1906'IT IS APPROX. -- FT. SW OF THE INTRSECTION OF STATE HWY. 18 AND
 SY1906'236TH AVE SE.
 SY1906'
 SY1906'IT IS 36.2 FT. WNW OF A RR SPIKE IN A 12 IN FIR TREE.
 SY1906'
 SY1906'IT IS 24.6 FT. NORTH OF A RR SPIKE IN A 8 IN FIR TREE.
 SY1906'
 SY1906'SURFACE MONUMENT--KCS DISK SET IN CONC. ON SURFACE.
 SY1906'
 SY1906'SUB-SURFACE MONUMENT--CONC. MON WITH TACK IN LEAD 2 FT. BELOW
 SY1906'SURFACE.
 SY1906'
 SY1906'DISK STAMPED--FP-88.  1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1898 ***********************************************************************
 SY1898  DESIGNATION -  FP 89 K CO 1971
 SY1898  PID         -  SY1898
 SY1898  STATE/COUNTY-  WA/KING
 SY1898  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1898
 SY1898                         *CURRENT SURVEY CONTROL
 SY1898  ___________________________________________________________________
 SY1898* NAD 83(1991)-  47 24 57.17290(N)    122 00 55.00597(W)     ADJUSTED  
 SY1898* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 SY1898  ___________________________________________________________________
 SY1898  LAPLACE CORR-          11.67  (seconds)                    DEFLEC99
 SY1898  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 SY1898
 SY1898  HORZ ORDER  -  SECOND
 SY1898
 SY1898.The horizontal coordinates were established by classical geodetic methods
 SY1898.and adjusted by the National Geodetic Survey in December 1991..
 SY1898
 SY1898.The orthometric height was scaled from a topographic map.
 SY1898
 SY1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1898
 SY1898.The geoid height was determined by GEOID03.
 SY1898
 SY1898;                    North         East     Units Scale Factor Converg.
 SY1898;SPC WA N     -    46,923.723   410,807.832   MT  1.00001675   -0 52 47.9
 SY1898;SPC WA N     -   153,948.91  1,347,792.03   sFT  1.00001675   -0 52 47.9
 SY1898;UTM  10      - 5,251,851.189   574,280.759   MT  0.99966781   +0 43 30.2
 SY1898
 SY1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1898!SPC WA N     -   0.99998048  x   1.00001675  =   0.99999723
 SY1898!UTM  10      -   0.99998048  x   0.99966781  =   0.99964830
 SY1898
 SY1898|---------------------------------------------------------------------|
 SY1898| PID    Reference Object                     Distance      Geod. Az  |
 SY1898|                                                           dddmmss.s |
 SY1898| SY1897 FP 90 K CO 1971                      47.542 METERS 16928     |
 SY1898| SY1906 FP 88 K CO 1971                     APPROX. 1.1 KM 2374843.4 |
 SY1898|---------------------------------------------------------------------|
 SY1898
 SY1898                          SUPERSEDED SURVEY CONTROL
 SY1898
 SY1898  NAD 83(1986)-  47 24 57.16300(N)    122 00 55.01483(W) AD(       ) 2
 SY1898  NAD 27      -  47 24 57.79890(N)    122 00 50.59874(W) AD(       ) 2
 SY1898
 SY1898.Superseded values are not recommended for survey control.
 SY1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1898.See file dsdata.txt to determine how the superseded data were derived.
 SY1898
 SY1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7428151851(NAD 83)
 SY1898_MARKER: Z = SEE DESCRIPTION
 SY1898_SETTING: 0 = UNSPECIFIED SETTING
 SY1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1898
 SY1898  HISTORY     - Date     Condition        Report By
 SY1898  HISTORY     - 1971     MONUMENTED       WA-033
 SY1898
 SY1898                          STATION DESCRIPTION
 SY1898
 SY1898'DESCRIBED BY KING COUNTY WASHINGTON 1971
 SY1898'THIS POINT IS LOCATED ON TOP OF A BANK NEAR THE NE CORNER OF THE
 SY1898'INTERSECTION OF STATE HWY. 18 (AUBURN-ECHO LAKE RD). AND 244TH AVE
 SY1898'SE.
 SY1898'
 SY1898'IT IS APPROX. 50 FT NNW OF THE CENTER OF STATE HWY. 18.
 SY1898'
 SY1898'IT IS 58.9 FT. SSE OF A FIN NAIL IN A 12 IN CHERRY TREE.
 SY1898'
 SY1898'IT IS 61.4 FT. SW OF THE WESTERLY END POST OF A BARBED WIRE RIGHT
 SY1898'OF WAY FENCE.
 SY1898'
 SY1898'SURFACE MONUMENT--KCS DISK SET IN CONC. ON SURFACE.
 SY1898'
 SY1898'DISK STAMPED--FP-89.  1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1897 ***********************************************************************
 SY1897  DESIGNATION -  FP 90 K CO 1971
 SY1897  PID         -  SY1897
 SY1897  STATE/COUNTY-  WA/KING
 SY1897  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1897
 SY1897                         *CURRENT SURVEY CONTROL
 SY1897  ___________________________________________________________________
 SY1897* NAD 83(1991)-  47 24 55.65938(N)    122 00 54.59162(W)     ADJUSTED  
 SY1897* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 SY1897  ___________________________________________________________________
 SY1897  LAPLACE CORR-          11.67  (seconds)                    DEFLEC99
 SY1897  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 SY1897
 SY1897  HORZ ORDER  -  SECOND
 SY1897
 SY1897.The horizontal coordinates were established by classical geodetic methods
 SY1897.and adjusted by the National Geodetic Survey in December 1991..
 SY1897
 SY1897.The orthometric height was scaled from a topographic map.
 SY1897
 SY1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1897
 SY1897.The geoid height was determined by GEOID03.
 SY1897
 SY1897;                    North         East     Units Scale Factor Converg.
 SY1897;SPC WA N     -    46,876.853   410,815.799   MT  1.00001684   -0 52 47.6
 SY1897;SPC WA N     -   153,795.14  1,347,818.17   sFT  1.00001684   -0 52 47.6
 SY1897;UTM  10      - 5,251,804.576   574,290.032   MT  0.99966782   +0 43 30.5
 SY1897
 SY1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1897!SPC WA N     -   0.99998048  x   1.00001684  =   0.99999732
 SY1897!UTM  10      -   0.99998048  x   0.99966782  =   0.99964831
 SY1897
 SY1897:                Primary Azimuth Mark                     Grid Az
 SY1897:SPC WA N     -  FP 91 K CO 1971                          185 15 15.4
 SY1897:UTM  10      -  FP 91 K CO 1971                          183 38 57.3
 SY1897
 SY1897|---------------------------------------------------------------------|
 SY1897| PID    Reference Object                     Distance      Geod. Az  |
 SY1897|                                                           dddmmss.s |
 SY1897| SY1900 FP 91 K CO 1971                     APPROX. 0.8 KM 1842227.8 |
 SY1897| SY1898 FP 89 K CO 1971                      47.542 METERS 34928     |
 SY1897|---------------------------------------------------------------------|
 SY1897
 SY1897                          SUPERSEDED SURVEY CONTROL
 SY1897
 SY1897  NAD 83(1986)-  47 24 55.64925(N)    122 00 54.60044(W) AD(       ) 2
 SY1897  NAD 27      -  47 24 56.28517(N)    122 00 50.18439(W) AD(       ) 2
 SY1897
 SY1897.Superseded values are not recommended for survey control.
 SY1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1897.See file dsdata.txt to determine how the superseded data were derived.
 SY1897
 SY1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7429051805(NAD 83)
 SY1897_MARKER: Z = SEE DESCRIPTION
 SY1897_SETTING: 0 = UNSPECIFIED SETTING
 SY1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1897
 SY1897  HISTORY     - Date     Condition        Report By
 SY1897  HISTORY     - 1971     MONUMENTED       WA-033
 SY1897
 SY1897                          STATION DESCRIPTION
 SY1897
 SY1897'DESCRIBED BY KING COUNTY WASHINGTON 1971
 SY1897'THIS POINT IS LOCATED NEAR THE SE CORNER OF STATE HWY. 18
 SY1897'(AUBURN-ECHO LAKE RD) AND 244TH AVE SE.
 SY1897'
 SY1897'IT IS APPROX. 90 + OR - FT. SSE OF THE CENTERLINE OF STATE
 SY1897'HWY. 18.
 SY1897'
 SY1897'THE POINT IS ON A OLD ABANDONED ROADWAY (SE 208TH ST.)
 SY1897'
 SY1897'IT IS APPROX. 132.7 FT. + OR - EAST OF THE SEC. COR. OF SECS
 SY1897'3/2/10/11 (MON. IN CASE ON 244TH AVE SE).
 SY1897'
 SY1897'IT IS 23.5 FT. SOUTH OF THE WESTERLY END POST OF A WIRE
 SY1897'RIGHT-OF-WAY FENCE.
 SY1897'
 SY1897'SURFACE MONUMENT--KCS DISK SET IN CONC. ON SURFACE.
 SY1897'
 SY1897'SUB-SURFACE MONUMENT--CONC. MON WITH TACK IN LEAD 2.0 FT. BELOW
 SY1897'SURFACE POINT.
 SY1897'
 SY1897'DISK STAMPED--FP-90.  1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1900 ***********************************************************************
 SY1900  DESIGNATION -  FP 91 K CO 1971
 SY1900  PID         -  SY1900
 SY1900  STATE/COUNTY-  WA/KING
 SY1900  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1900
 SY1900                         *CURRENT SURVEY CONTROL
 SY1900  ___________________________________________________________________
 SY1900* NAD 83(1991)-  47 24 29.52876(N)    122 00 57.53610(W)     ADJUSTED  
 SY1900* NAVD 88     -       169.9    (meters)     557.     (feet)  VERTCON   
 SY1900  ___________________________________________________________________
 SY1900  LAPLACE CORR-          11.66  (seconds)                    DEFLEC99
 SY1900  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 SY1900
 SY1900  HORZ ORDER  -  SECOND
 SY1900
 SY1900.The horizontal coordinates were established by classical geodetic methods
 SY1900.and adjusted by the National Geodetic Survey in December 1991..
 SY1900
 SY1900.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY1900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY1900
 SY1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1900
 SY1900.The geoid height was determined by GEOID03.
 SY1900
 SY1900;                    North         East     Units Scale Factor Converg.
 SY1900;SPC WA N     -    46,070.889   410,741.680   MT  1.00001839   -0 52 49.8
 SY1900;SPC WA N     -   151,150.91  1,347,575.00   sFT  1.00001839   -0 52 49.8
 SY1900;UTM  10      - 5,250,997.135   574,238.535   MT  0.99966773   +0 43 28.1
 SY1900
 SY1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1900!SPC WA N     -   0.99997691  x   1.00001839  =   0.99999530
 SY1900!UTM  10      -   0.99997691  x   0.99966773  =   0.99964464
 SY1900
 SY1900:                Primary Azimuth Mark                     Grid Az
 SY1900:SPC WA N     -  FP 89 K CO 1971                          004 26 07.3
 SY1900:UTM  10      -  FP 89 K CO 1971                          002 49 49.4
 SY1900
 SY1900|---------------------------------------------------------------------|
 SY1900| PID    Reference Object                     Distance      Geod. Az  |
 SY1900|                                                           dddmmss.s |
 SY1900| SY1898 FP 89 K CO 1971                     APPROX. 0.9 KM 0033317.5 |
 SY1900| SY3572 SQUAK MTN KING COUNTY RAD MAST      APPROX.10.9 KM 3472454.7 |
 SY1900|---------------------------------------------------------------------|
 SY1900
 SY1900                          SUPERSEDED SURVEY CONTROL
 SY1900
 SY1900  NAD 83(1986)-  47 24 29.51938(N)    122 00 57.54528(W) AD(       ) 2
 SY1900  NAD 27      -  47 24 30.15519(N)    122 00 53.12936(W) AD(       ) 2
 SY1900  NGVD 29 (07/19/86)  168.8    (m)          554.     (f) VERT ANG       
 SY1900
 SY1900.Superseded values are not recommended for survey control.
 SY1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1900.See file dsdata.txt to determine how the superseded data were derived.
 SY1900
 SY1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7423950997(NAD 83)
 SY1900_MARKER: Z = SEE DESCRIPTION
 SY1900_SETTING: 0 = UNSPECIFIED SETTING
 SY1900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1900
 SY1900  HISTORY     - Date     Condition        Report By
 SY1900  HISTORY     - 1971     MONUMENTED       WA-033
 SY1900
 SY1900                          STATION DESCRIPTION
 SY1900
 SY1900'DESCRIBED BY KING COUNTY WASHINGTON 1971
 SY1900'POINT IS LOCATED NEAR INTERSECTION OF SE 216TH ST. AND 244TH AVE
 SY1900'SE.
 SY1900'
 SY1900'POINT IS 16 FT SOUTH OF CENTERLINE OF SE 216TH ST. AND ABOUT ON
 SY1900'CENTERLINE OF 244TH SE (TO SOUTH).
 SY1900'
 SY1900'POINT IS 29.9 FT EAST OF A SPIKE IN A UTILITY POLE AND 58.4 FT SE
 SY1900'OF A FIN NAIL IN A UTILITY POLE AND 16.83 FT SOUTH OF E/W 1/4
 SY1900'COR. SEC. 10/11 (MON IN CASE) AND 55.3 FT SW OF A FIN NAIL IN A
 SY1900'GUY POLE.
 SY1900'
 SY1900'SURFACE MONUMENT--STAND KCS DISC SET IN CONC. MON 3 IN BELOW
 SY1900'SURFACE.
 SY1900'
 SY1900'SUB-SURFACE MONUMENT--TK IN LEAD PLUG SET IN CONC. MON 6 IN
 SY1900'BELOW BOTTOM OF SURFACE MON.
 SY1900'
 SY1900'DISK STAMPED--FP-91.  1971
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1411 ***********************************************************************
 SX1411  DESIGNATION -  FP 97
 SX1411  PID         -  SX1411
 SX1411  STATE/COUNTY-  WA/KING
 SX1411  USGS QUAD   -  HOBART (1993)
 SX1411
 SX1411                         *CURRENT SURVEY CONTROL
 SX1411  ___________________________________________________________________
 SX1411* NAD 83(1991)-  47 24 12.62872(N)    121 58 24.71298(W)     ADJUSTED  
 SX1411* NAVD 88     -       219.     (meters)     719.     (feet)  VERTCON   
 SX1411  ___________________________________________________________________
 SX1411  LAPLACE CORR-          13.61  (seconds)                    DEFLEC99
 SX1411  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 SX1411
 SX1411  HORZ ORDER  -  SECOND
 SX1411
 SX1411.The horizontal coordinates were established by classical geodetic methods
 SX1411.and adjusted by the National Geodetic Survey in December 1991..
 SX1411
 SX1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1411
 SX1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1411
 SX1411.The geoid height was determined by GEOID03.
 SX1411
 SX1411;                    North         East     Units Scale Factor Converg.
 SX1411;SPC WA N     -    45,500.660   413,937.612   MT  1.00001940   -0 50 56.0
 SX1411;SPC WA N     -   149,280.08  1,358,060.32   sFT  1.00001940   -0 50 56.0
 SX1411;SPC WA S     -   231,150.843   388,780.229   MT  1.00001682   -1 04 13.3
 SX1411;SPC WA S     -   758,367.39  1,275,523.13   sFT  1.00001682   -1 04 13.3
 SX1411;UTM  10      - 5,250,516.798   577,448.065   MT  0.99967371   +0 45 20.4
 SX1411
 SX1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1411!SPC WA N     -   0.99996916  x   1.00001940  =   0.99998856
 SX1411!SPC WA S     -   0.99996916  x   1.00001682  =   0.99998598
 SX1411!UTM  10      -   0.99996916  x   0.99967371  =   0.99964288
 SX1411
 SX1411                          SUPERSEDED SURVEY CONTROL
 SX1411
 SX1411  NAD 83(1986)-  47 24 12.61909(N)    121 58 24.72157(W) AD(       ) 2
 SX1411  NAD 27      -  47 24 13.25581(N)    121 58 20.31168(W) AD(       ) 2
 SX1411  NGVD 29 (07/19/86)  218.     (m)          715.     (f) VERT ANG       
 SX1411
 SX1411.Superseded values are not recommended for survey control.
 SX1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1411.See file dsdata.txt to determine how the superseded data were derived.
 SX1411
 SX1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7744850517(NAD 83)
 SX1411_MARKER: DD = SURVEY DISK
 SX1411_SETTING: 0 = UNSPECIFIED SETTING
 SX1411
 SX1411  HISTORY     - Date     Condition        Report By
 SX1411  HISTORY     - 1971     MONUMENTED       NGS
 SX1411  HISTORY     - 1973     GOOD             WA-033
 SX1411
 SX1411                          STATION DESCRIPTION
 SX1411
 SX1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 SX1411'POINT IS LOCATED ON WEST SHOULDER OF 276TH AVE SE APPROX 0.3 MILES
 SX1411'SOUTH OF SE 216TH ST.
 SX1411'
 SX1411'POINT LOCATED ON LINE WITH NORTH EDGE OF DRIVEWAY TO GAMBRADT
 SX1411'RESIDENCE.
 SX1411'
 SX1411'POINT LOCATED 12 FT. WEST OF PAINTED CENTERLINE OF 276TH AVE SE.
 SX1411'
 SX1411'POINT LOCATED 48.7 FT. NW OF SPIKE ON NE SIDE OF POWER POLE.
 SX1411'
 SX1411'POINT LOCATED 66.5 FT. SOUTH OF FIN NAIL ON EAST SIDE OF MIDDLE
 SX1411'POPLAR TREE THREE.
 SX1411'
 SX1411'SURFACE MONUMENT.  STAND. KCS BRONZ DISC SET IN CONC. DOWN 6 IN.
 SX1411'
 SX1411'SUB-SURFACE MONUMENT--LEAD AND TACK IN CONC. 6 IN BELOW
 SX1411'SURFACE MON.
 SX1411'
 SX1411'DISK STAMPED--FP-97.  1971
 SX1411
 SX1411                          STATION RECOVERY (1973)
 SX1411
 SX1411'RECOVERY NOTE BY KING COUNTY WASHINGTON 1973
 SX1411'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1372 ***********************************************************************
 SX1372  DESIGNATION -  FR 1
 SX1372  PID         -  SX1372
 SX1372  STATE/COUNTY-  WA/KING
 SX1372  USGS QUAD   -  CUMBERLAND (1993)
 SX1372
 SX1372                         *CURRENT SURVEY CONTROL
 SX1372  ___________________________________________________________________
 SX1372* NAD 83(1991)-  47 21 27.98981(N)    121 58 24.81033(W)     ADJUSTED  
 SX1372* NAVD 88     -       190.1    (meters)     624.     (feet)  VERTCON   
 SX1372  ___________________________________________________________________
 SX1372  LAPLACE CORR-          13.35  (seconds)                    DEFLEC99
 SX1372  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 SX1372
 SX1372  HORZ ORDER  -  SECOND
 SX1372
 SX1372.The horizontal coordinates were established by classical geodetic methods
 SX1372.and adjusted by the National Geodetic Survey in December 1991..
 SX1372
 SX1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1372
 SX1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1372
 SX1372.The geoid height was determined by GEOID03.
 SX1372
 SX1372;                    North         East     Units Scale Factor Converg.
 SX1372;SPC WA N     -    40,416.605   413,860.238   MT  1.00002956   -0 50 56.1
 SX1372;SPC WA N     -   132,600.14  1,357,806.46   sFT  1.00002956   -0 50 56.1
 SX1372;UTM  10      - 5,245,434.353   577,513.033   MT  0.99967384   +0 45 18.3
 SX1372
 SX1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1372!SPC WA N     -   0.99997369  x   1.00002956  =   1.00000325
 SX1372!UTM  10      -   0.99997369  x   0.99967384  =   0.99964754
 SX1372
 SX1372|---------------------------------------------------------------------|
 SX1372| PID    Reference Object                     Distance      Geod. Az  |
 SX1372|                                                           dddmmss.s |
 SX1372| SX1373 SEC COR 25 30 36 31                  40.143 METERS 27822     |
 SX1372| SX1375 BRACEY                              APPROX. 0.9 KM 3294714.5 |
 SX1372|---------------------------------------------------------------------|
 SX1372
 SX1372                          SUPERSEDED SURVEY CONTROL
 SX1372
 SX1372  NAD 83(1986)-  47 21 27.98038(N)    121 58 24.82093(W) AD(       ) 2
 SX1372  NAD 27      -  47 21 28.61342(N)    121 58 20.40941(W) AD(       ) 2
 SX1372  NGVD 29 (07/19/86)  189.0    (m)          620.     (f) VERT ANG       
 SX1372
 SX1372.Superseded values are not recommended for survey control.
 SX1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1372.See file dsdata.txt to determine how the superseded data were derived.
 SX1372
 SX1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7751345434(NAD 83)
 SX1372_MARKER: Z = SEE DESCRIPTION
 SX1372_SETTING: 0 = UNSPECIFIED SETTING
 SX1372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1372
 SX1372  HISTORY     - Date     Condition        Report By
 SX1372  HISTORY     - 1970     MONUMENTED       WA-033
 SX1372
 SX1372                          STATION DESCRIPTION
 SX1372
 SX1372'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SX1372'THIS POINT IS LOCATED 16.0 FT S OF THE CENTERLINE OF THE
 SX1372'KENT-KANGLEY ROAD.  IT IS APPROX. 131 FT E OF THE SEC. COR. 25/30
 SX1372'31/36, WHICH IS A MONUMENT IN CASE IN THE CENTER OF THE
 SX1372'KENT-KANGLEY ROAD, NEAR THE INTERSECTION OF 276TH AVE. SE
 SX1372'(LANDSBURG-RAVENSDALE ROAD).  THE MARK IS 11.8 FT NW OF A RR
 SX1372'SPIKE IN A UTILITY POLE.  IT IS 104.7 FT ENE OF A RR SPIKE IN A 30
 SX1372'IN FIR TREE.
 SX1372'
 SX1372'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED 6 IN.
 SX1372'
 SX1372'SUB-SURFACE MONUMENT--A CONC. MON. WITH LEAD AND TACK IN TOP,
 SX1372'BURIED 2.5 FT BELOW SURFACE MONUMENT.
 SX1372'
 SX1372'DISK STAMPED--FR-1.  1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1369 ***********************************************************************
 SX1369  DESIGNATION -  FR 2
 SX1369  PID         -  SX1369
 SX1369  STATE/COUNTY-  WA/KING
 SX1369  USGS QUAD   -  CUMBERLAND (1993)
 SX1369
 SX1369                         *CURRENT SURVEY CONTROL
 SX1369  ___________________________________________________________________
 SX1369* NAD 83(1991)-  47 21 51.66212(N)    121 57 31.70403(W)     ADJUSTED  
 SX1369* NAVD 88     -       226.7    (meters)     744.     (feet)  VERTCON   
 SX1369  ___________________________________________________________________
 SX1369  LAPLACE CORR-          13.42  (seconds)                    DEFLEC99
 SX1369  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 SX1369
 SX1369  HORZ ORDER  -  SECOND
 SX1369
 SX1369.The horizontal coordinates were established by classical geodetic methods
 SX1369.and adjusted by the National Geodetic Survey in December 1991..
 SX1369
 SX1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1369
 SX1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1369
 SX1369.The geoid height was determined by GEOID03.
 SX1369
 SX1369;                    North         East     Units Scale Factor Converg.
 SX1369;SPC WA N     -    41,131.209   414,985.289   MT  1.00002806   -0 50 16.6
 SX1369;SPC WA N     -   134,944.64  1,361,497.57   sFT  1.00002806   -0 50 16.6
 SX1369;UTM  10      - 5,246,179.904   578,617.250   MT  0.99967596   +0 45 57.7
 SX1369
 SX1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1369!SPC WA N     -   0.99996795  x   1.00002806  =   0.99999601
 SX1369!UTM  10      -   0.99996795  x   0.99967596  =   0.99964392
 SX1369
 SX1369:                Primary Azimuth Mark                     Grid Az
 SX1369:SPC WA N     -  FR 21                                    272 37 45.6
 SX1369:UTM  10      -  FR 21                                    271 01 31.3
 SX1369
 SX1369|---------------------------------------------------------------------|
 SX1369| PID    Reference Object                     Distance      Geod. Az  |
 SX1369|                                                           dddmmss.s |
 SX1369| SX1370 FR 21                               APPROX. 0.8 KM 2714729.0 |
 SX1369|---------------------------------------------------------------------|
 SX1369
 SX1369                          SUPERSEDED SURVEY CONTROL
 SX1369
 SX1369  NAD 83(1986)-  47 21 51.65252(N)    121 57 31.71428(W) AD(       ) 2
 SX1369  NAD 27      -  47 21 52.28552(N)    121 57 27.30394(W) AD(       ) 2
 SX1369  NGVD 29 (07/19/86)  225.6    (m)          740.     (f) VERT ANG       
 SX1369
 SX1369.Superseded values are not recommended for survey control.
 SX1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1369.See file dsdata.txt to determine how the superseded data were derived.
 SX1369
 SX1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7861746180(NAD 83)
 SX1369_MARKER: Z = SEE DESCRIPTION
 SX1369_SETTING: 0 = UNSPECIFIED SETTING
 SX1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1369
 SX1369  HISTORY     - Date     Condition        Report By
 SX1369  HISTORY     - 1970     MONUMENTED       WA-033
 SX1369
 SX1369                          STATION DESCRIPTION
 SX1369
 SX1369'DESCRIBED BY KING COUNTY WASHINGTON 1970
 SX1369'APPROX. LOCATION--1/2 MILE N.E. OF GEORGETOWN
 SX1369'
 SX1369'THIS POINT IS LOCATED ON THE EAST SIDE OF A HILL APPROX. 0.5
 SX1369'MILE EAST OF WHERE 276TH AVE. S.E. CROSSES BENEATH THE COVINGTON
 SX1369'G. COV. BONNEVILLE POWER ADMINISTRATION TRANSMISSION LINE.  THIS
 SX1369'POINT IS BEST REACHED FROM GEORGETOWN (RAVENSDALE) BY GOING
 SX1369'EASTERLY, ON KENT KANGLEY ROAD (FROM INTERSECTION OF 276TH
 SX1369'AVE. S.E.) FOR 0.6 MILE.  YOU THEN WILL SEE A UNIMPROVED ROAD,
 SX1369'TO NORTH, MARKED 292ND AVE. S.E.  PROCEED NORTHERLY ON THIS
 SX1369'ROAD, APPROX. 0.7 MILE, UNTIL REACHING BONNEVILLE POWER
 SX1369'ADMIN. TRANSMISSION LINE, THEN PROCEED WESTERLY ON
 SX1369'MAIN TRANSMISSION LINE ACCESS ROAD UNTIL REACHING TOP OF FIRST
 SX1369'STEEP HILL (APPROX. 0.25 MILE).  THE POINT IS LOCATED
 SX1369'ON A SHORT ROAD WHICH BRANCHES OFF THE MAIN ACCESS ROAD NEAR
 SX1369'THE TOP OF THE ROAD.  THE POINT IS APPROX. 4 FT NORTH OF THE
 SX1369'NORTHERNMOST LINE OF THE SOUTHERLYMOST TRANSMISSION LINE.
 SX1369'THE POINT IS 128.0 FT WNW OF THE WEST LEG OF STEEL TOWER 5 OF
 SX1369'LINE 3 OF MILE 8 OF BONNEVILLE POWER ADMIN. COVINGTON G. COV
 SX1369'LINE.  IT IS 95.0 FT S.E. OF A RAILROAD SPIKE IN THE SOUTH
 SX1369'WOOD POLE OF THE MIDDLE TRANS. LINE.
 SX1369'
 SX1369'REFERENCE POST--5.0 FT SOUTH
 SX1369'
 SX1369'SURFACE MONUMENT--KCS DISK SET IN CONCRETE ON SURFACE.
 SX1369'
 SX1369'SUB-SURFACE MONUMENT--CONCRETE MONUMENT WITH TACK-IN-LEAD
 SX1369'2.5 FT BELOW THE SURFACE MONUMENT.
 SX1369'
 SX1369'MONUMENT STAMPED FR-2 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1370 ***********************************************************************
 SX1370  DESIGNATION -  FR 21
 SX1370  PID         -  SX1370
 SX1370  STATE/COUNTY-  WA/KING
 SX1370  USGS QUAD   -  CUMBERLAND (1993)
 SX1370
 SX1370                         *CURRENT SURVEY CONTROL
 SX1370  ___________________________________________________________________
 SX1370* NAD 83(1991)-  47 21 52.49227(N)    121 58 10.85777(W)     ADJUSTED  
 SX1370* NAVD 88     -       220.8    (meters)     724.     (feet)  VERTCON   
 SX1370  ___________________________________________________________________
 SX1370  LAPLACE CORR-          13.19  (seconds)                    DEFLEC99
 SX1370  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 SX1370
 SX1370  HORZ ORDER  -  SECOND
 SX1370
 SX1370.The horizontal coordinates were established by classical geodetic methods
 SX1370.and adjusted by the National Geodetic Survey in December 1991..
 SX1370
 SX1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1370
 SX1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1370
 SX1370.The geoid height was determined by GEOID03.
 SX1370
 SX1370;                    North         East     Units Scale Factor Converg.
 SX1370;SPC WA N     -    41,168.917   414,164.185   MT  1.00002801   -0 50 45.7
 SX1370;SPC WA N     -   135,068.36  1,358,803.66   sFT  1.00002801   -0 50 45.7
 SX1370;UTM  10      - 5,246,194.608   577,795.703   MT  0.99967438   +0 45 28.9
 SX1370
 SX1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1370!SPC WA N     -   0.99996888  x   1.00002801  =   0.99999689
 SX1370!UTM  10      -   0.99996888  x   0.99967438  =   0.99964327
 SX1370
 SX1370                          SUPERSEDED SURVEY CONTROL
 SX1370
 SX1370  NAD 83(1986)-  47 21 52.48277(N)    121 58 10.86803(W) AD(       ) 2
 SX1370  NAD 27      -  47 21 53.11589(N)    121 58 06.45659(W) AD(       ) 2
 SX1370  NGVD 29 (07/19/86)  219.7    (m)          721.     (f) VERT ANG       
 SX1370
 SX1370.Superseded values are not recommended for survey control.
 SX1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1370.See file dsdata.txt to determine how the superseded data were derived.
 SX1370
 SX1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7779646195(NAD 83)
 SX1370_MARKER: Z = SEE DESCRIPTION
 SX1370_SETTING: 0 = UNSPECIFIED SETTING
 SX1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1370
 SX1370  HISTORY     - Date     Condition        Report By
 SX1370  HISTORY     - 1972     MONUMENTED       WA-033
 SX1370
 SX1370                          STATION DESCRIPTION
 SX1370
 SX1370'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1370'THIS POINT IS LOCATED AT THE POINT WHERE THE B.P.A. TRANSMISSION
 SX1370'LINE CROSSES OVER THE LANDSBURG ROAD.  IT IS APPROX. 0.5 MILE
 SX1370'N OF THE KENT-KANGLEY RD.  THE POINT LIES ON THE SHOULDER OF
 SX1370'THE LANDSBURG RD.  BETWEEN THE CENTERLINE AND A GRAVEL DRIVEWAY
 SX1370'WHICH RUNS NORTH.
 SX1370'
 SX1370'THE POINT IS 43.1 FT ESE OF A SPIKE IN A POWER POLE.
 SX1370'
 SX1370'THE POINT IS 16.5 FT SW OF A SPIKE IN A GUIDE POLE.
 SX1370'
 SX1370'THE POINT IS 73.6 FT WNW OF SPIKE IN A WOODEN TRANS. LINE POLE
 SX1370'(SLOPE DIST.).
 SX1370'
 SX1370'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED 6 IN.
 SX1370'
 SX1370'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SX1370'3 FT.
 SX1370'
 SX1370'DISKS STAMPED--FR-21 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1371 ***********************************************************************
 SX1371  DESIGNATION -  FR 22
 SX1371  PID         -  SX1371
 SX1371  STATE/COUNTY-  WA/KING
 SX1371  USGS QUAD   -  CUMBERLAND (1993)
 SX1371
 SX1371                         *CURRENT SURVEY CONTROL
 SX1371  ___________________________________________________________________
 SX1371* NAD 83(1991)-  47 21 28.12705(N)    121 58 15.97996(W)     ADJUSTED  
 SX1371* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 SX1371  ___________________________________________________________________
 SX1371  LAPLACE CORR-          13.36  (seconds)                    DEFLEC99
 SX1371  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 SX1371
 SX1371  HORZ ORDER  -  SECOND
 SX1371
 SX1371.The horizontal coordinates were established by classical geodetic methods
 SX1371.and adjusted by the National Geodetic Survey in December 1991..
 SX1371
 SX1371.The orthometric height was scaled from a topographic map.
 SX1371
 SX1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1371
 SX1371.The geoid height was determined by GEOID03.
 SX1371
 SX1371;                    North         East     Units Scale Factor Converg.
 SX1371;SPC WA N     -    40,418.101   414,045.593   MT  1.00002956   -0 50 49.5
 SX1371;SPC WA N     -   132,605.05  1,358,414.58   sFT  1.00002956   -0 50 49.5
 SX1371;UTM  10      - 5,245,441.034   577,698.208   MT  0.99967419   +0 45 24.8
 SX1371
 SX1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1371!SPC WA N     -   0.99997322  x   1.00002956  =   1.00000278
 SX1371!UTM  10      -   0.99997322  x   0.99967419  =   0.99964742
 SX1371
 SX1371|---------------------------------------------------------------------|
 SX1371| PID    Reference Object                     Distance      Geod. Az  |
 SX1371|                                                           dddmmss.s |
 SX1371| SX1372 FR 1                                185.356 METERS 26841     |
 SX1371| SX1373 SEC COR 25 30 36 31                 225.029 METERS 27024     |
 SX1371| SX1376 FP 70                               APPROX. 0.6 KM 2702400.1 |
 SX1371|---------------------------------------------------------------------|
 SX1371
 SX1371                          SUPERSEDED SURVEY CONTROL
 SX1371
 SX1371  NAD 83(1986)-  47 21 28.11761(N)    121 58 15.99001(W) AD(       ) 2
 SX1371  NAD 27      -  47 21 28.75061(N)    121 58 11.57910(W) AD(       ) 2
 SX1371
 SX1371.Superseded values are not recommended for survey control.
 SX1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1371.See file dsdata.txt to determine how the superseded data were derived.
 SX1371
 SX1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7769845441(NAD 83)
 SX1371_MARKER: Z = SEE DESCRIPTION
 SX1371_SETTING: 0 = UNSPECIFIED SETTING
 SX1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1371
 SX1371  HISTORY     - Date     Condition        Report By
 SX1371  HISTORY     - 1972     MONUMENTED       WA-033
 SX1371
 SX1371                          STATION DESCRIPTION
 SX1371
 SX1371'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1371'THIS POINT IS LOCATED 17 FT N OF THE CENTER OF THE
 SX1371'KENT-KANGLEY RD. (SE 272ND ST.) AT ABOUT THE E END OF THE FIRST
 SX1371'CURVE E FROM 276TH AVE. SE (0.15 MILE E).  THE POINT IS 79 FT E
 SX1371'OF THE CENTER OF A DIRT LOGGING ROAD.
 SX1371'
 SX1371'THE POINT IS 49.3 FT W OF A SPIKE IN AN 18 IN FIR TREE.
 SX1371'
 SX1371'THE POINT IS 41.9 FT N OF A SPIKE IN A POWER POLE.
 SX1371'
 SX1371'SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED 8 IN.
 SX1371'
 SX1371'SUB-SURFACE MONUMENT--STAND. K.C.S. DISK SET IN CONC. - BURIED
 SX1371'3 FT.
 SX1371'
 SX1371'DISKS STAMPED--FR-22 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1362 ***********************************************************************
 SX1362  DESIGNATION -  FR 23
 SX1362  PID         -  SX1362
 SX1362  STATE/COUNTY-  WA/KING
 SX1362  USGS QUAD   -  CUMBERLAND (1993)
 SX1362
 SX1362                         *CURRENT SURVEY CONTROL
 SX1362  ___________________________________________________________________
 SX1362* NAD 83(1991)-  47 21 34.83648(N)    121 54 08.90616(W)     ADJUSTED  
 SX1362* NAVD 88     -       282.9    (meters)     928.     (feet)  VERTCON   
 SX1362  ___________________________________________________________________
 SX1362  LAPLACE CORR-          15.16  (seconds)                    DEFLEC99
 SX1362  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 SX1362
 SX1362  HORZ ORDER  -  SECOND
 SX1362
 SX1362.The horizontal coordinates were established by classical geodetic methods
 SX1362.and adjusted by the National Geodetic Survey in December 1991..
 SX1362
 SX1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1362
 SX1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1362
 SX1362.The geoid height was determined by GEOID03.
 SX1362
 SX1362;                    North         East     Units Scale Factor Converg.
 SX1362;SPC WA N     -    40,550.948   419,232.987   MT  1.00002913   -0 47 45.6
 SX1362;SPC WA N     -   133,040.90  1,375,433.56   sFT  1.00002913   -0 47 45.6
 SX1362;UTM  10      - 5,245,718.907   582,878.038   MT  0.99968441   +0 48 26.7
 SX1362
 SX1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1362!SPC WA N     -   0.99995909  x   1.00002913  =   0.99998822
 SX1362!UTM  10      -   0.99995909  x   0.99968441  =   0.99964352
 SX1362
 SX1362:                Primary Azimuth Mark                     Grid Az
 SX1362:SPC WA N     -  MCDONALD MTN                             128 57 17.4
 SX1362:UTM  10      -  MCDONALD MTN                             127 21 05.1
 SX1362
 SX1362|---------------------------------------------------------------------|
 SX1362| PID    Reference Object                     Distance      Geod. Az  |
 SX1362|                                                           dddmmss.s |
 SX1362| SX1337 MCDONALD MTN                        APPROX. 4.2 KM 1280931.8 |
 SX1362| SX1364 FR 25                               359.847 METERS 24257     |
 SX1362|---------------------------------------------------------------------|
 SX1362
 SX1362                          SUPERSEDED SURVEY CONTROL
 SX1362
 SX1362  NAD 83(1986)-  47 21 34.82645(N)    121 54 08.91637(W) AD(       ) 2
 SX1362  NAD 27      -  47 21 35.45868(N)    121 54 04.51154(W) AD(       ) 2
 SX1362  NGVD 29 (07/19/86)  281.8    (m)          925.     (f) VERT ANG       
 SX1362
 SX1362.Superseded values are not recommended for survey control.
 SX1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1362.See file dsdata.txt to determine how the superseded data were derived.
 SX1362
 SX1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8287845719(NAD 83)
 SX1362_MARKER: Z = SEE DESCRIPTION
 SX1362_SETTING: 0 = UNSPECIFIED SETTING
 SX1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1362
 SX1362  HISTORY     - Date     Condition        Report By
 SX1362  HISTORY     - 1972     MONUMENTED       WA-033
 SX1362
 SX1362                          STATION DESCRIPTION
 SX1362
 SX1362'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1362'APPROX. LOCATION--3-1/2 MILES E OF GEORGETOWN 1 MILE W OF
 SX1362'KANGLEY
 SX1362'
 SX1362'POINT IS LOCATED ON B.P.A. TRANSMISSION LINE ABOUT 0.25 MILE NE
 SX1362'OF KENT-KANGLEY RD. ON GRAVEL B.P.A. ROAD.  POINT IS 47 FT SE OF
 SX1362'THE WESTERNMOST OF TOW GRAVEL ROADS AND 64.6 FT NE OF THE NE LEG
 SX1362'OF TRANSMISSION TOWER RAVENSDALE-MONE LINE 1 MILE 3 TOWER 3
 SX1362'AND 72.2 FT NW OF NORTH LEG OF TRANSMISSION TOWER
 SX1362'VANTAGE-RAVENSDALE LINE 1 MILE 111 TOWER 3.
 SX1362'
 SX1362'SURFACE MONUMENT--STAND. KCS DISC SET IN CONC. MONUMENT OF
 SX1362'SURFACE.
 SX1362'
 SX1362'SUB-SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT
 SX1362'BURIED 3 IN BELOW GROUND LEVEL.
 SX1362'
 SX1362'MONUMENT STAMPED FR-23 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1365 ***********************************************************************
 SX1365  DESIGNATION -  FR 24
 SX1365  PID         -  SX1365
 SX1365  STATE/COUNTY-  WA/KING
 SX1365  USGS QUAD   -  CUMBERLAND (1993)
 SX1365
 SX1365                         *CURRENT SURVEY CONTROL
 SX1365  ___________________________________________________________________
 SX1365* NAD 83(1991)-  47 21 28.43064(N)    121 54 36.45741(W)     ADJUSTED  
 SX1365* NAVD 88     -       264.7    (meters)     868.     (feet)  VERTCON   
 SX1365  ___________________________________________________________________
 SX1365  LAPLACE CORR-          15.03  (seconds)                    DEFLEC99
 SX1365  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 SX1365
 SX1365  HORZ ORDER  -  SECOND
 SX1365
 SX1365.The horizontal coordinates were established by classical geodetic methods
 SX1365.and adjusted by the National Geodetic Survey in December 1991..
 SX1365
 SX1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1365
 SX1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1365
 SX1365.The geoid height was determined by GEOID03.
 SX1365
 SX1365;                    North         East     Units Scale Factor Converg.
 SX1365;SPC WA N     -    40,361.192   418,652.110   MT  1.00002954   -0 48 06.1
 SX1365;SPC WA N     -   132,418.34  1,373,527.80   sFT  1.00002954   -0 48 06.1
 SX1365;UTM  10      - 5,245,513.043   582,302.897   MT  0.99968324   +0 48 06.3
 SX1365
 SX1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1365!SPC WA N     -   0.99996195  x   1.00002954  =   0.99999149
 SX1365!UTM  10      -   0.99996195  x   0.99968324  =   0.99964520
 SX1365
 SX1365                          SUPERSEDED SURVEY CONTROL
 SX1365
 SX1365  NAD 83(1986)-  47 21 28.42069(N)    121 54 36.46767(W) AD(       ) 2
 SX1365  NAD 27      -  47 21 29.05298(N)    121 54 32.06214(W) AD(       ) 2
 SX1365  NGVD 29 (07/19/86)  263.6    (m)          865.     (f) VERT ANG       
 SX1365
 SX1365.Superseded values are not recommended for survey control.
 SX1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1365.See file dsdata.txt to determine how the superseded data were derived.
 SX1365
 SX1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8230345513(NAD 83)
 SX1365_MARKER: Z = SEE DESCRIPTION
 SX1365_SETTING: 0 = UNSPECIFIED SETTING
 SX1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1365
 SX1365  HISTORY     - Date     Condition        Report By
 SX1365  HISTORY     - 1972     MONUMENTED       WA-033
 SX1365
 SX1365                          STATION DESCRIPTION
 SX1365
 SX1365'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1365'APPROX. LOCATION--3-1/2 MILES EAST OF GEORGETOWN 1-1/2 MILES SW
 SX1365'OF KANGLEY
 SX1365'
 SX1365'THIS POINT IS LOCATED 14 FT SOUTH OF THE CENTER OF THE
 SX1365'KENT-KANGLEY RD.  THE POINT IS APPROX. 300 TO 500 FT WEST OF THE
 SX1365'B.P.A. TRANSMISSION LINE CROSSING.  IT IS 153 FT EAST OF DIRT
 SX1365'DRIVEWAY INTO A RED BARN (ON SOUTH SIDE OF ROAD).  THE POINT IS
 SX1365'124.9 FT EAST OF A SPIKE IN A POWER POLE.  THE POINT IS 30.6 FT
 SX1365'NORTH OF A SPIKE (UP 2.5 FT FROM GROUND) IN A 12 IN FIR TREE.
 SX1365'
 SX1365'SURFACE MONUMENT--KCS DISC SET IN CONCRETE BURIED 6 IN BELOW
 SX1365'SURFACE.
 SX1365'
 SX1365'SUB-SURFACE MONUMENT--KCS DISC SET IN CONC. MONUMENT BURIED 3.5
 SX1365'FT BELOW SURFACE.
 SX1365'
 SX1365'MONUMENT STAMPED FR-24 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1364 ***********************************************************************
 SX1364  DESIGNATION -  FR 25
 SX1364  PID         -  SX1364
 SX1364  STATE/COUNTY-  WA/KING
 SX1364  USGS QUAD   -  CUMBERLAND (1993)
 SX1364
 SX1364                         *CURRENT SURVEY CONTROL
 SX1364  ___________________________________________________________________
 SX1364* NAD 83(1991)-  47 21 29.53792(N)    121 54 24.17865(W)     ADJUSTED  
 SX1364* NAVD 88     -       272.0    (meters)     892.     (feet)  VERTCON   
 SX1364  ___________________________________________________________________
 SX1364  LAPLACE CORR-          15.20  (seconds)                    DEFLEC99
 SX1364  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 SX1364
 SX1364  HORZ ORDER  -  SECOND
 SX1364
 SX1364.The horizontal coordinates were established by classical geodetic methods
 SX1364.and adjusted by the National Geodetic Survey in December 1991..
 SX1364
 SX1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1364
 SX1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1364
 SX1364.The geoid height was determined by GEOID03.
 SX1364
 SX1364;                    North         East     Units Scale Factor Converg.
 SX1364;SPC WA N     -    40,391.786   418,910.241   MT  1.00002947   -0 47 57.0
 SX1364;SPC WA N     -   132,518.72  1,374,374.68   sFT  1.00002947   -0 47 57.0
 SX1364;UTM  10      - 5,245,550.834   582,559.982   MT  0.99968377   +0 48 15.4
 SX1364
 SX1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1364!SPC WA N     -   0.99996080  x   1.00002947  =   0.99999027
 SX1364!UTM  10      -   0.99996080  x   0.99968377  =   0.99964459
 SX1364
 SX1364|---------------------------------------------------------------------|
 SX1364| PID    Reference Object                     Distance      Geod. Az  |
 SX1364|                                                           dddmmss.s |
 SX1364| SX1362 FR 23                               359.847 METERS 06257     |
 SX1364| SX1363 FR 26                               260.338 METERS 11214     |
 SX1364| SX1337 MCDONALD MTN                        APPROX. 4.4 KM 1235347.3 |
 SX1364| SX1365 FR 24                               259.930 METERS 26226     |
 SX1364|---------------------------------------------------------------------|
 SX1364
 SX1364                          SUPERSEDED SURVEY CONTROL
 SX1364
 SX1364  NAD 83(1986)-  47 21 29.52793(N)    121 54 24.18889(W) AD(       ) 2
 SX1364  NAD 27      -  47 21 30.16019(N)    121 54 19.78369(W) AD(       ) 2
 SX1364  NGVD 29 (07/19/86)  270.9    (m)          889.     (f) VERT ANG       
 SX1364
 SX1364.Superseded values are not recommended for survey control.
 SX1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1364.See file dsdata.txt to determine how the superseded data were derived.
 SX1364
 SX1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8256045551(NAD 83)
 SX1364_MARKER: Z = SEE DESCRIPTION
 SX1364_SETTING: 0 = UNSPECIFIED SETTING
 SX1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1364
 SX1364  HISTORY     - Date     Condition        Report By
 SX1364  HISTORY     - 1972     MONUMENTED       WA-033
 SX1364
 SX1364                          STATION DESCRIPTION
 SX1364
 SX1364'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1364'APPROX. LOCATION--3-1/2 MILES EAST OF GEORGETOWN 1 MILE SW OF
 SX1364'KANGLEY
 SX1364'
 SX1364'THIS POINT IS LOCATED APPROX. 100 FT NORTH OF THE KENT-KANGLEY
 SX1364'RD. MORE-OR-LESS BENEATH THE MIDDLE (OF THREE) B.P.A. TRANSMISSION
 SX1364'LINES.  THE POINT LIES ON THE PROJECTED LINE OF THE WESTERLY LEGS
 SX1364'OF STEEL TRANSMISSION TOWER VANTAGE-RAVENSDALE LINE 1, MILE 111,
 SX1364'TOWER 4.  THE POINT IS 41.7 FT SSW OF THE SW LEG OF THE
 SX1364'TOWER.  IT IS 47.1 FT SW OF THE SE LEG OF THE TOWER.  BOTH
 SX1364'DISTANCES MEASURED TO FOOT OF TOWER AT GROUND.
 SX1364'
 SX1364'SURFACE MONUMENT--KCS DISC SET IN CONCRETE OF SURFACE.
 SX1364'
 SX1364'SUB-SURFACE MONUMENT--KCS DISC SET IN CONCRETE MONUMENT BURIED
 SX1364'3 FT BELOW SURFACE.
 SX1364'
 SX1364'MONUMENT STAMPED FR-25 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1363 ***********************************************************************
 SX1363  DESIGNATION -  FR 26
 SX1363  PID         -  SX1363
 SX1363  STATE/COUNTY-  WA/KING
 SX1363  USGS QUAD   -  CUMBERLAND (1993)
 SX1363
 SX1363                         *CURRENT SURVEY CONTROL
 SX1363  ___________________________________________________________________
 SX1363* NAD 83(1991)-  47 21 26.34852(N)    121 54 12.69506(W)     ADJUSTED  
 SX1363* NAVD 88     -       269.9    (meters)     885.     (feet)  VERTCON   
 SX1363  ___________________________________________________________________
 SX1363  LAPLACE CORR-          15.43  (seconds)                    DEFLEC99
 SX1363  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 SX1363
 SX1363  HORZ ORDER  -  SECOND
 SX1363
 SX1363.The horizontal coordinates were established by classical geodetic methods
 SX1363.and adjusted by the National Geodetic Survey in December 1991..
 SX1363
 SX1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1363
 SX1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1363
 SX1363.The geoid height was determined by GEOID03.
 SX1363
 SX1363;                    North         East     Units Scale Factor Converg.
 SX1363;SPC WA N     -    40,289.939   419,149.839   MT  1.00002967   -0 47 48.4
 SX1363;SPC WA N     -   132,184.57  1,375,160.76   sFT  1.00002967   -0 47 48.4
 SX1363;UTM  10      - 5,245,455.764   582,802.252   MT  0.99968426   +0 48 23.8
 SX1363
 SX1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1363!SPC WA N     -   0.99996113  x   1.00002967  =   0.99999080
 SX1363!UTM  10      -   0.99996113  x   0.99968426  =   0.99964540
 SX1363
 SX1363                          SUPERSEDED SURVEY CONTROL
 SX1363
 SX1363  NAD 83(1986)-  47 21 26.33850(N)    121 54 12.70532(W) AD(       ) 2
 SX1363  NAD 27      -  47 21 26.97072(N)    121 54 08.30047(W) AD(       ) 2
 SX1363  NGVD 29 (07/19/86)  268.8    (m)          882.     (f) VERT ANG       
 SX1363
 SX1363.Superseded values are not recommended for survey control.
 SX1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1363.See file dsdata.txt to determine how the superseded data were derived.
 SX1363
 SX1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8280245456(NAD 83)
 SX1363_MARKER: Z = SEE DESCRIPTION
 SX1363_SETTING: 0 = UNSPECIFIED SETTING
 SX1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1363
 SX1363  HISTORY     - Date     Condition        Report By
 SX1363  HISTORY     - 1972     MONUMENTED       WA-033
 SX1363
 SX1363                          STATION DESCRIPTION
 SX1363
 SX1363'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1363'APPROX. LOCATION--3-1/2 MILES EAST OF GEORGETOWN 1 MILES SW OF
 SX1363'KANGLEY
 SX1363'
 SX1363'THIS POINT LOCATED 16 FT SOUTH OF CENTER OF KENT-KANGLEY ROAD
 SX1363'ABOUT 0.15 MILES EAST OF B.P.A. TRANSMISSION LINE.  THE POINT IS
 SX1363'8.3 FT NORTH OF A RAILROAD SPIKE IN A POWER POLE AND 108.5 FT SW
 SX1363'OF A SPIKE IN A 12 IN CEDAR TREE.  POINT IS 7.3 FT NORTH OF
 SX1363'REFERENCE POST.
 SX1363'
 SX1363'SURFACE MONUMENT--KCS DISC SET IN CONCRETE MONUMENT BURIED 6 IN
 SX1363'BELOW SURFACE.
 SX1363'
 SX1363'SUB-SURFACE MONUMENT--KCS DISC SET IN CONCRETE MONUMENT BURIED
 SX1363'3.5 FT BELOW SURFACE.
 SX1363'
 SX1363'MONUMENT STAMPED FR-26 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1356 ***********************************************************************
 SX1356  DESIGNATION -  FR 27
 SX1356  PID         -  SX1356
 SX1356  STATE/COUNTY-  WA/KING
 SX1356  USGS QUAD   -  CUMBERLAND (1993)
 SX1356
 SX1356                         *CURRENT SURVEY CONTROL
 SX1356  ___________________________________________________________________
 SX1356* NAD 83(1991)-  47 21 46.57586(N)    121 52 48.33120(W)     ADJUSTED  
 SX1356* NAVD 88     -       304.8    (meters)    1000.     (feet)  VERTCON   
 SX1356  ___________________________________________________________________
 SX1356  LAPLACE CORR-          16.11  (seconds)                    DEFLEC99
 SX1356  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 SX1356
 SX1356  HORZ ORDER  -  SECOND
 SX1356
 SX1356.The horizontal coordinates were established by classical geodetic methods
 SX1356.and adjusted by the National Geodetic Survey in December 1991..
 SX1356
 SX1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1356
 SX1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1356
 SX1356.The geoid height was determined by GEOID03.
 SX1356
 SX1356;                    North         East     Units Scale Factor Converg.
 SX1356;SPC WA N     -    40,890.225   420,928.631   MT  1.00002838   -0 46 45.6
 SX1356;SPC WA N     -   134,154.01  1,380,996.68   sFT  1.00002838   -0 46 45.6
 SX1356;UTM  10      - 5,246,105.362   584,562.948   MT  0.99968788   +0 49 26.1
 SX1356
 SX1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1356!SPC WA N     -   0.99995564  x   1.00002838  =   0.99998402
 SX1356!UTM  10      -   0.99995564  x   0.99968788  =   0.99964354
 SX1356
 SX1356:                Primary Azimuth Mark                     Grid Az
 SX1356:SPC WA N     -  LECK                                     096 03 18.7
 SX1356:UTM  10      -  LECK                                     094 27 07.0
 SX1356
 SX1356|---------------------------------------------------------------------|
 SX1356| PID    Reference Object                     Distance      Geod. Az  |
 SX1356|                                                           dddmmss.s |
 SX1356| SX1338 LECK                                APPROX. 0.9 KM 0951633.1 |
 SX1356|---------------------------------------------------------------------|
 SX1356
 SX1356                          SUPERSEDED SURVEY CONTROL
 SX1356
 SX1356  NAD 83(1986)-  47 21 46.56551(N)    121 52 48.34116(W) AD(       ) 2
 SX1356  NAD 27      -  47 21 47.19721(N)    121 52 43.93879(W) AD(       ) 2
 SX1356  NGVD 29 (07/19/86)  303.7    (m)          996.     (f) VERT ANG       
 SX1356
 SX1356.Superseded values are not recommended for survey control.
 SX1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1356.See file dsdata.txt to determine how the superseded data were derived.
 SX1356
 SX1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8456346105(NAD 83)
 SX1356_MARKER: Z = SEE DESCRIPTION
 SX1356_SETTING: 0 = UNSPECIFIED SETTING
 SX1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1356
 SX1356  HISTORY     - Date     Condition        Report By
 SX1356  HISTORY     - 1972     MONUMENTED       WA-033
 SX1356
 SX1356                          STATION DESCRIPTION
 SX1356
 SX1356'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1356'APPROX. LOCATION--IN KANGLEY, 1 MILE S OF SELLECK
 SX1356'
 SX1356'POINT IS LOCATED ON 348TH AVE. SE, 14.5 FT EAST OF CENTERLINE AND
 SX1356'ABOUT 300 FT + OR - NORTH OF SE 268TH ST., BETWEEN TWO MIDDLE
 SX1356'TRANSMISSION LINES.  POINT IS 74 FT NORTH OF CENTERLINE OF POWER
 SX1356'LINE RIGHT-OF-WAY ROAD.  POINT IS 57.4 FT SSW OF A SPIKE IN A
 SX1356'POWER POLE AND 37.0 FT EAST OF A SPIKE IN THE TOP OF THE TENTH
 SX1356'POST NORTH OF A GATE IN THE FENCE.  POINT IS 69.6 FT NW OF A
 SX1356'SPIKE IN THE EASTERLYMOST OF TWO 48 IN MAPLE STUMPS.
 SX1356'
 SX1356'SURFACE MONUMENT--STAND.  KCS DISC SET IN CONCRETE MONUMENT BURIED
 SX1356'6 IN BELOW SURFACE.
 SX1356'
 SX1356'SUB-SURFACE MONUMENT--STAND. KCS DISC SET IN CONCRETE MONUMENT
 SX1356'BURIED 3.5 FT BELOW SURFACE.
 SX1356'
 SX1356'MONUMENT STAMPED FR-27 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1357 ***********************************************************************
 SX1357  DESIGNATION -  FR 28
 SX1357  PID         -  SX1357
 SX1357  STATE/COUNTY-  WA/KING
 SX1357  USGS QUAD   -  CUMBERLAND (1993)
 SX1357
 SX1357                         *CURRENT SURVEY CONTROL
 SX1357  ___________________________________________________________________
 SX1357* NAD 83(1991)-  47 22 12.39413(N)    121 52 48.84799(W)     ADJUSTED  
 SX1357* NAVD 88     -       304.5    (meters)     999.     (feet)  VERTCON   
 SX1357  ___________________________________________________________________
 SX1357  LAPLACE CORR-          15.56  (seconds)                    DEFLEC99
 SX1357  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 SX1357
 SX1357  HORZ ORDER  -  SECOND
 SX1357
 SX1357.The horizontal coordinates were established by classical geodetic methods
 SX1357.and adjusted by the National Geodetic Survey in December 1991..
 SX1357
 SX1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1357
 SX1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1357
 SX1357.The geoid height was determined by GEOID03.
 SX1357
 SX1357;                    North         East     Units Scale Factor Converg.
 SX1357;SPC WA N     -    41,687.660   420,928.634   MT  1.00002676   -0 46 46.0
 SX1357;SPC WA N     -   136,770.26  1,380,996.69   sFT  1.00002676   -0 46 46.0
 SX1357;UTM  10      - 5,246,902.214   584,540.647   MT  0.99968783   +0 49 26.1
 SX1357
 SX1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1357!SPC WA N     -   0.99995569  x   1.00002676  =   0.99998245
 SX1357!UTM  10      -   0.99995569  x   0.99968783  =   0.99964354
 SX1357
 SX1357                          SUPERSEDED SURVEY CONTROL
 SX1357
 SX1357  NAD 83(1986)-  47 22 12.38377(N)    121 52 48.85778(W) AD(       ) 2
 SX1357  NAD 27      -  47 22 13.01556(N)    121 52 44.45498(W) AD(       ) 2
 SX1357  NGVD 29 (07/19/86)  303.4    (m)          995.     (f) VERT ANG       
 SX1357
 SX1357.Superseded values are not recommended for survey control.
 SX1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1357.See file dsdata.txt to determine how the superseded data were derived.
 SX1357
 SX1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8454146902(NAD 83)
 SX1357_MARKER: Z = SEE DESCRIPTION
 SX1357_SETTING: 0 = UNSPECIFIED SETTING
 SX1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1357
 SX1357  HISTORY     - Date     Condition        Report By
 SX1357  HISTORY     - 1972     MONUMENTED       WA-033
 SX1357
 SX1357                          STATION DESCRIPTION
 SX1357
 SX1357'DESCRIBED BY KING COUNTY WASHINGTON 1972
 SX1357'APPROX. LOCATION--1/4 MILE S OF SELLECK
 SX1357'
 SX1357'THIS POINT IS LOCATED 16 FT WEST OF THE CENTER OF 348TH
 SX1357'AVE. SE.  IT IS APPROX. 0.5 MILE NORTH OF THE B.P.A. TRANSMISSION
 SX1357'LINE CROSSING.  IT IS 85 FT SOUTH OF SE 258TH ST. (MARKED-PRIVATE
 SX1357'ROAD).  THE POINT LIES ON THE PROJECTED LINE OF A E-W FENCE.  THE
 SX1357'POINT IS 8.0 FT EAST OF THE FENCE CORNER.
 SX1357'
 SX1357'THE POINT IS 100.3 FT NNE OF THE NE CORNER OF A SMALL BROWN
 SX1357'HOUSE.
 SX1357'
 SX1357'THE POINT IS 116.7 FT WNW OF THE NW MOST CORNER OF A PINK HOUSE
 SX1357'WITH 1/2 BRICK FACE.
 SX1357'
 SX1357'SURFACE MONUMENT--KCS DISK SET IN CONCRETE BURIED 8 IN BELOW
 SX1357'SURFACE.
 SX1357'
 SX1357'SUB-SURFACE MONUMENT--KCS DISK SET IN CONCRETE MONUMENT BURIED
 SX1357'3.5 FT BELOW SURFACE.
 SX1357'
 SX1357'MONUMENT STAMPED FR-28 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1360 ***********************************************************************
 SX1360  DESIGNATION -  FR 29
 SX1360  PID         -  SX1360
 SX1360  STATE/COUNTY-  WA/KING
 SX1360  USGS QUAD   -  CUMBERLAND (1993)
 SX1360
 SX1360                         *CURRENT SURVEY CONTROL
 SX1360  ___________________________________________________________________
 SX1360* NAD 83(1991)-  47 21 53.76834(N)    121 53 53.78890(W)     ADJUSTED  
 SX1360* NAVD 88     -       286.7    (meters)     941.     (feet)  VERTCON   
 SX1360  ___________________________________________________________________
 SX1360  LAPLACE CORR-          15.10  (seconds)                    DEFLEC99
 SX1360  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 SX1360
 SX1360  HORZ ORDER  -  SECOND
 SX1360
 SX1360.The horizontal coordinates were established by classical geodetic methods
 SX1360.and adjusted by the National Geodetic Survey in December 1991..
 SX1360
 SX1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1360
 SX1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1360
 SX1360.The geoid height was determined by GEOID03.
 SX1360
 SX1360;                    North         East     Units Scale Factor Converg.
 SX1360;SPC WA N     -    41,131.178   419,558.284   MT  1.00002793   -0 47 34.3
 SX1360;SPC WA N     -   134,944.54  1,376,500.80   sFT  1.00002793   -0 47 34.3
 SX1360;UTM  10      - 5,246,307.809   583,186.866   MT  0.99968504   +0 48 38.0
 SX1360
 SX1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1360!SPC WA N     -   0.99995850  x   1.00002793  =   0.99998643
 SX1360!UTM  10      -   0.99995850  x   0.99968504  =   0.99964355
 SX1360
 SX1360|---------------------------------------------------------------------|
 SX1360| PID    Reference Object                     Distance      Geod. Az  |
 SX1360|                                                           dddmmss.s |
 SX1360| SX1352 KANGLEY                             178.365 METERS 09144     |
 SX1360| SX1369 FR 2                                APPROX. 4.6 KM 2691226.1 |
 SX1360|---------------------------------------------------------------------|
 SX1360
 SX1360                          SUPERSEDED SURVEY CONTROL
 SX1360
 SX1360  NAD 83(1986)-  47 21 53.75819(N)    121 53 53.79884(W) AD(       ) 2
 SX1360  NAD 27      -  47 21 54.39047(N)    121 53 49.39458(W) AD(       ) 2
 SX1360  NGVD 29 (07/19/86)  285.6    (m)          937.     (f) VERT ANG       
 SX1360
 SX1360.Superseded values are not recommended for survey control.
 SX1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1360.See file dsdata.txt to determine how the superseded data were derived.
 SX1360
 SX1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8318746308(NAD 83)
 SX1360_MARKER: Z = SEE DESCRIPTION
 SX1360_SETTING: 0 = UNSPECIFIED SETTING
 SX1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1360
 SX1360  HISTORY     - Date     Condition        Report By
 SX1360  HISTORY     - 1974     MONUMENTED       WA-033
 SX1360
 SX1360                          STATION DESCRIPTION
 SX1360
 SX1360'DESCRIBED BY KING COUNTY WASHINGTON 1974
 SX1360'POINT IS SET ON POWER LINES N.E. OF RAVENSDALE AND E OF KANGLEY
 SX1360'1 MILE.
 SX1360'
 SX1360'POINT IS 1.2 MILES SW OF GEN. STORE IN KANGLEY ON
 SX1360'KENT-KANGLEY RD. AND 3.4 NE OF POST OFFICE IN RAVENSDALE ON
 SX1360'KENT KANGLEY RD.  FROM THIS RD. .85 MILES N TO N SET OF POWER
 SX1360'LINES, THEN EAST ON RD. TO MON.
 SX1360'
 SX1360'POINT IS 35.8 FT NNW OF A SPIKE IN THE NORTH WOODEN TRANS POLE AND
 SX1360'54.2 FT NW OF A SPIKE IN THE SOUTH TRANS POLE.
 SX1360'
 SX1360'POINT IS 71 FT NORTH OF THE APPROX. CENTERLINE OF POWERLINES RD.
 SX1360'
 SX1360'SURFACE MONUMENT--STD. KCS DISC SET IN CONC. MON. SET FLUSH WITH
 SX1360'SURFACE.
 SX1360'
 SX1360'DISK STAMPED--FR-29.  1974
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1359 ***********************************************************************
 SX1359  DESIGNATION -  FR 30
 SX1359  PID         -  SX1359
 SX1359  STATE/COUNTY-  WA/KING
 SX1359  USGS QUAD   -  CUMBERLAND (1993)
 SX1359
 SX1359                         *CURRENT SURVEY CONTROL
 SX1359  ___________________________________________________________________
 SX1359* NAD 83(1991)-  47 21 39.95542(N)    121 53 53.49332(W)     ADJUSTED  
 SX1359* NAVD 88     -       288.3    (meters)     946.     (feet)  VERTCON   
 SX1359  ___________________________________________________________________
 SX1359  LAPLACE CORR-          15.32  (seconds)                    DEFLEC99
 SX1359  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 SX1359
 SX1359  HORZ ORDER  -  SECOND
 SX1359
 SX1359.The horizontal coordinates were established by classical geodetic methods
 SX1359.and adjusted by the National Geodetic Survey in December 1991..
 SX1359
 SX1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1359
 SX1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1359
 SX1359.The geoid height was determined by GEOID03.
 SX1359
 SX1359;                    North         East     Units Scale Factor Converg.
 SX1359;SPC WA N     -    40,704.540   419,558.583   MT  1.00002880   -0 47 34.1
 SX1359;SPC WA N     -   133,544.81  1,376,501.78   sFT  1.00002880   -0 47 34.1
 SX1359;UTM  10      - 5,245,881.493   583,199.099   MT  0.99968507   +0 48 38.1
 SX1359
 SX1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1359!SPC WA N     -   0.99995824  x   1.00002880  =   0.99998704
 SX1359!UTM  10      -   0.99995824  x   0.99968507  =   0.99964333
 SX1359
 SX1359|---------------------------------------------------------------------|
 SX1359| PID    Reference Object                     Distance      Geod. Az  |
 SX1359|                                                           dddmmss.s |
 SX1359| SX1362 FR 23                               359.994 METERS 24357     |
 SX1359|---------------------------------------------------------------------|
 SX1359
 SX1359                          SUPERSEDED SURVEY CONTROL
 SX1359
 SX1359  NAD 83(1986)-  47 21 39.94534(N)    121 53 53.50343(W) AD(       ) 2
 SX1359  NAD 27      -  47 21 40.57745(N)    121 53 49.09907(W) AD(       ) 2
 SX1359  NGVD 29 (07/19/86)  287.2    (m)          942.     (f) VERT ANG       
 SX1359
 SX1359.Superseded values are not recommended for survey control.
 SX1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1359.See file dsdata.txt to determine how the superseded data were derived.
 SX1359
 SX1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET8319945881(NAD 83)
 SX1359_MARKER: Z = SEE DESCRIPTION
 SX1359_SETTING: 0 = UNSPECIFIED SETTING
 SX1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SX1359
 SX1359  HISTORY     - Date     Condition        Report By
 SX1359  HISTORY     - 1974     MONUMENTED       WA-033
 SX1359
 SX1359                          STATION DESCRIPTION
 SX1359
 SX1359'DESCRIBED BY KING COUNTY WASHINGTON 1974
 SX1359'FROM THE Y INTERSECTION OF THE KENT-KANGLEY RD AND THE LK
 SX1359'RETREAT-KANASKET RD., PROCEED EAST ON THE KENT-KANGLEY RD. FOR 1.9
 SX1359'FT MILES, TO TRANSMISSION LINES.
 SX1359'
 SX1359'GO NE ON THE B.P.A. ROAD FOR 0.5 MILES TO POINT.
 SX1359'
 SX1359'POINT IS 174.8 FT EAST OF THE NE LEG OF TWR 4-MILE 3 - LINE 1,
 SX1359'RAVENMONE.
 SX1359'
 SX1359'POINT IS 197.7 FT NORTHEAST OF TWR 2- MILE 111 - LINE 1,
 SX1359'VANT-RAVE.
 SX1359'
 SX1359'POINT IS 19 FT SE OF CENTERLINE OF THE B.P.A. ROAD.
 SX1359'
 SX1359'SURFACE MONUMENT--STAND KCS DISC SET IN CONC. MON. FLUSH WITH
 SX1359'SURFACE.
 SX1359'
 SX1359'DISK STAMPED--FR-30.  1974
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0527 ***********************************************************************
 TQ0527  DESIGNATION -  FRAILEY
 TQ0527  PID         -  TQ0527
 TQ0527  STATE/COUNTY-  WA/SKAGIT
 TQ0527  USGS QUAD   -  OSO (1989)
 TQ0527
 TQ0527                         *CURRENT SURVEY CONTROL
 TQ0527  ___________________________________________________________________
 TQ0527* NAD 83(1991)-  48 18 07.87827(N)    121 59 47.68646(W)     ADJUSTED  
 TQ0527* NAVD 88     -       813.7    (meters)    2670.     (feet)  VERTCON   
 TQ0527  ___________________________________________________________________
 TQ0527  LAPLACE CORR-          10.91  (seconds)                    DEFLEC99
 TQ0527  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 TQ0527
 TQ0527  HORZ ORDER  -  FIRST
 TQ0527
 TQ0527.The horizontal coordinates were established by classical geodetic methods
 TQ0527.and adjusted by the National Geodetic Survey in December 1991..
 TQ0527
 TQ0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 TQ0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TQ0527
 TQ0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0527
 TQ0527.The geoid height was determined by GEOID03.
 TQ0527
 TQ0527;                    North         East     Units Scale Factor Converg.
 TQ0527;SPC WA N     -   145,433.583   413,708.330   MT  0.99994742   -0 51 57.8
 TQ0527;SPC WA N     -   477,143.35  1,357,308.08   sFT  0.99994742   -0 51 57.8
 TQ0527;UTM  10      - 5,350,374.639   574,412.048   MT  0.99966803   +0 44 57.3
 TQ0527
 TQ0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0527!SPC WA N     -   0.99987579  x   0.99994742  =   0.99982322
 TQ0527!UTM  10      -   0.99987579  x   0.99966803  =   0.99954386
 TQ0527
 TQ0527|---------------------------------------------------------------------|
 TQ0527| PID    Reference Object                     Distance      Geod. Az  |
 TQ0527|                                                           dddmmss.s |
 TQ0527| CF3513 FRAILEY RM 1                          8.328 METERS 01802     |
 TQ0527| SY4865 PAINE AFB AIRWAY BEACON             APPROX.48.6 KM 2052910.1 |
 TQ0527| TR1024 ARLINGTON HIGH SCHOOL CHIMNEY       APPROX.15.5 KM 2170311.3 |
 TQ0527| TR1066 ARLINGTON DARIGOLD LEFT STACK       APPROX.15.9 KM 2183844.3 |
 TQ0527| TR1065 ARLINGTON DARIGOLD RIGHT STACK      APPROX.16.0 KM 2183922.8 |
 TQ0527| TR1023 ARLINGTON OUR SAVIORS LUTHERN CH CR APPROX.14.8 KM 2194657.8 |
 TQ0527| CF3512 FRAILEY AZ MK                                      2435644.5 |
 TQ0527| CF3514 FRAILEY RM 2                          6.603 METERS 32112     |
 TQ0527|---------------------------------------------------------------------|
 TQ0527
 TQ0527                          SUPERSEDED SURVEY CONTROL
 TQ0527
 TQ0527  NAD 83(1986)-  48 18 07.88131(N)    121 59 47.68499(W) AD(       ) 1
 TQ0527  NAD 27      -  48 18 08.50500(N)    121 59 43.18400(W) AD(       ) 1
 TQ0527  NGVD 29 (07/19/86)  812.6    (m)         2666.     (f) VERT ANG       
 TQ0527
 TQ0527.Superseded values are not recommended for survey control.
 TQ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0527.See file dsdata.txt to determine how the superseded data were derived.
 TQ0527
 TQ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU7441250375(NAD 83)
 TQ0527_MARKER: Z = SEE DESCRIPTION
 TQ0527_SETTING: 0 = UNSPECIFIED SETTING
 TQ0527
 TQ0527  HISTORY     - Date     Condition        Report By
 TQ0527  HISTORY     - 1950     MONUMENTED       CGS
 TQ0527  HISTORY     - 1974     SEE DESCRIPTION  USGS
 TQ0527  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TQ0527  HISTORY     - 1977     SEE DESCRIPTION  WADNR
 TQ0527
 TQ0527                          STATION DESCRIPTION
 TQ0527
 TQ0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WHR)
 TQ0527'THE STATION IS LOCATED ON THE SUMMIT OF FRAILEY MOUNTAIN, A
 TQ0527'PARTIALLY TIMBERED RIDGE THAT HAS BEEN LOGGED OFF.  IT IS ABOUT
 TQ0527'15 MILES AIRLINE NORTH OF GRANITE FALLS, ABOUT 10 MILES AIRLINE
 TQ0527'NORTHEAST OF ARLINGTON, AND ABOUT 3/4 MILE SOUTH AND ABOVE THE
 TQ0527'EAST END OF CAVANAUGH LAKE.
 TQ0527'
 TQ0527'THE STATION IS A STANDARD DISK WELDED TO THE TOP OF AN IRON PIPE
 TQ0527'THAT IS SET IN CONCRETE AND PROJECTS 8 INCHES.  IT IS 15 FEET
 TQ0527'SOUTH OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.  THE DISK IS
 TQ0527'STAMPED--FRAILEY 1950.
 TQ0527'
 TQ0527'REFERENCE MARK NUMBER ONE IS A STANDARD DISK SET IN A DRILL HOLE
 TQ0527'IN OUTCROPPING BEDROCK THAT PROJECTS 3 INCHES.  IT IS 8 FEET SOUTH
 TQ0527'EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 8 FEET
 TQ0527'NORTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.  THE DISK IS
 TQ0527'STAMPED--FRAILEY NO 1 1950.  IT IS ABOUT 6 INCHES HIGHER THAN
 TQ0527'THE STATION.
 TQ0527'
 TQ0527'REFERENCE MARK NUMBER TWO IS A STANDARD DISK SET IN A DRILL HOLE
 TQ0527'IN THE SOUTH SIDE OF THE CONCRETE BLOCK THAT SUPPORTS THE
 TQ0527'SOUTHWEST LEG OF THE LOOKOUT TOWER.  IT IS 1 FOOT HIGHER THAN THE
 TQ0527'STATION AND PROJECTS 3 INCHES.  THE DISK IS STAMPED--FRAILEY
 TQ0527'NO 2 1950.
 TQ0527'
 TQ0527'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 TQ0527'OUTCROPPING BEDROCK ON THE CUT BANK OF THE ROAD.  IT IS 40 FEET
 TQ0527'WEST OF THE CENTER LINE OF THE ROAD AND 60 FEET SOUTHWEST OF THE
 TQ0527'INTERSECTION OF THE CENTER LINES OF THE ROAD FORK.  THE DISK IS
 TQ0527'STAMPED FRAILEY 1950.  TO REACH THE MARK FROM THE STATION GO
 TQ0527'SOUTHWESTERLY ON THE LOOKOUT ROAD FOR 0.4 MILE TO A FORK AND THE
 TQ0527'MARK ON THE RIGHT CUT BANK.
 TQ0527'
 TQ0527'THE FRAILEY MTN. LOOKOUT TOWER IS A SQUARE WOODEN HOUSE SET ON
 TQ0527'A 40-FOOT WOOD TOWER.  IT IS ON THE HIGHEST POINT OF THE RIDGE AND
 TQ0527'IS 20 FEET EAST OF THE END OF THE ROAD.  THE CENTER OF THE BASE OF
 TQ0527'THE TOWER WILL SERVE AS THE SUBSTITUTE STATION AND IS 0.21 METER
 TQ0527'HIGHER THAN THE STATION.
 TQ0527'
 TQ0527'TO REACH THE STATION FROM BRYANT GO NORTH ON STATE HIGHWAY 1A
 TQ0527'FOR 2.3 MILES TO A ROAD TO THE RIGHT.  TURN RIGHT AS PER SIGN
 TQ0527'CAVANAUGH LAKE AND GO 5.3 MILES TO A RAILROAD.  CROSS OVER THE
 TQ0527'RAIL ROAD AND TAKE THE RIGHT FORK AND GO 1.2 MILES TO A FORK.
 TQ0527'TAKE THE RIGHT FORK AND GO FOR 2.7 MILES TO A GUARD STATION ON THE
 TQ0527'RIGHT.  (A KEY MAY BE OBTAINED FROM THIS GUARD STATION FOR A
 TQ0527'LOCKED GATE ENCOUNTERED FURTHER ON.) CONTINUE, STRAIGHT AHEAD, ON
 TQ0527'MAIN TRAVELED ROAD FOR 1.8 MILES TO A FORK.  TAKE THE RIGHT
 TQ0527'FORK, LOWER ROAD, AND GO 1.3 MILES TO A FORK.  TAKE THE
 TQ0527'RIGHT FORK AS PER SIGN CAMP 11 AND GO 1.0 MILE TO A T-ROAD.  KEEP
 TQ0527'STRAIGHT AHEAD FOR 0.3 MILE TO A LOCKED IRON GATE.  PASS
 TQ0527'THROUGH THE GATE AND FOLLOW THE MAIN TRAVELED ROAD FOR 7.35
 TQ0527'MILES TO A ROAD FORK ON THE TOP OF A HILL AND THE AZIMUTH
 TQ0527'MARK ON THE LEFT.  TAKE THE LEFT FORK AND GO 0.4 MILE TO THE
 TQ0527'FRAILEY MTN. LOOKOUT TOWER AND THE STATION.
 TQ0527'
 TQ0527'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 TQ0527
 TQ0527                          STATION RECOVERY (1974)
 TQ0527
 TQ0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (FLA)
 TQ0527'OBLITERATED.
 TQ0527'
 TQ0527'THE STATION MARK WAS NOT FOUND, APPEARS TO HAVE BEEN DESTROYED.
 TQ0527'
 TQ0527'THE LOOKOUT TOWER HAS BEEN REMOVED.  THE 4 CONCRETE FOOTINGS
 TQ0527'REMAIN INTACT.
 TQ0527'
 TQ0527'REFERENCE MARK NO.1--TOP OF DISK REMOVED, SHANK REMAINS INTACT
 TQ0527'IN OUTCROP.
 TQ0527'
 TQ0527'REFERENCE MARK NO. 2 TOP OF DISK REMOVED, SHANK REMAINS INTACT
 TQ0527'IN FOOTING.
 TQ0527'
 TQ0527'THE DISTANCE BETWEEN THE CENTERS OF THE RM SHANKS WAS MEASURED
 TQ0527'AT 23.85 FT.
 TQ0527'
 TQ0527'TO REACH FROM CLEAR LAKE, DRIVE SOUTHWEST ON STATE HIGHWAY 9 FOR
 TQ0527'2.9 MILES TO THE JUNCTION OF STATE HIGHWAYS 538 AND 9, CONTINUE
 TQ0527'SOUTH ON STATE HIGHWAY 9 FOR 5.6 MILES TO A VERY SHARP CURVE TO
 TQ0527'THE RIGHT AND A Y-FORK THAT CONTINUES STRAIGHT AHEAD, LEAVE THE
 TQ0527'HIGHWAY AND CONTINUE ON THE FORK THAT CONTINUES ON TANGENT FOR
 TQ0527'11 MILES TO A T-ROAD TO THE RIGHT, TURN RIGHT AND DRIVE TOWARD
 TQ0527'LAKE CAVANAUGH FOR 0.9 MILE TO THE LAKE PERIMETER ROAD AT THE
 TQ0527'WEST END OF THE LAKE, AND A Y-FORK TO THE RIGHT THAT LEAVES
 TQ0527'THE PERIMETER ROAD, TAKE THE RIGHT FORK (SOMETIMES KNOWN AS
 TQ0527'FRAILEY MOUNTAIN TRUCK TRAIL) AND DRIVE FOR 8 MILES TO A
 TQ0527'T-JUNCTION, TURN LEFT AND DRIVE FOR 0.5 MILE TO THE TOP AND
 TQ0527'THE STATION SITE.  4 WHEEL DRIVE REQUIRED ON FRAILEY
 TQ0527'MOUNTAIN TRUCK TRAIL DURING ALL BUT THE BEST WEATHER.
 TQ0527'
 TQ0527'A KEY TO THE GATE AT THE BEGIN OF FRAILEY MOUNTAIN TRUCK TRAIL
 TQ0527'CAN BE OBTAINED FROM THE GEORGIA PACIFIC LOGGING OFFICE IN CLEAR
 TQ0527'LAKE.
 TQ0527
 TQ0527                          STATION RECOVERY (1976)
 TQ0527
 TQ0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 TQ0527'THE STATION MARK WAS NOT FOUND, THE LOOKOUT TOWER HAS BEEN
 TQ0527'REMOVED BUT THE FOUR CONCRETE FOOTINGS REMAIN INTACT.  THE DISKS
 TQ0527'HAVE BEEN REMOVED FROM THE STEMS OF BOTH REFERENCE MARKS, BUT THE
 TQ0527'STEMS REMAIN.  DISTANCE BETWEEN THE STEMS MEASURES 23.83 FEET,
 TQ0527'WHICH AGREES WITH THE DISTANCE COMPUTED FROM PREVIOUS WORK.  A
 TQ0527'HOLE WAS DUG AT THE POINT INDICATED BY BOTH DISTANCE AND ANGLE TO
 TQ0527'THE REFERENCE MARK STEMS.  ABOUT 4 INCHES OF CONCRETE WHICH MAY
 TQ0527'HAVE SURROUNDED A SMALL PIPE (ABOUT 1 INCH DIAMETER), WAS FOUND
 TQ0527'NEAR THE SURFACE.  AT ABOUT 1 FOOT IN DEPTH THE MATERIAL
 TQ0527'APPEARED TO BE A SOFT BEDROCK AND NO HOLE WHERE THE PIPE HAD
 TQ0527'BEEN COULD BE FOUND.  CONTINUED DIGGING INTO THE ROCK ABOUT
 TQ0527'0.4 FOOT WITHOUT FINDING ANYTHING.  DESCRIPTION INDICATES AN
 TQ0527'UNDERGROUND MARK WAS SET, BUT NO INDICATION OF AN UNDERGROUND
 TQ0527'MARK WAS FOUND.
 TQ0527'
 TQ0527'THE STEM OF REFERENCE MARK NO. 1 IS ON THE HIGHEST PART OF THE
 TQ0527'WHITE COLORED ROCK OUTCROP ON THE EAST SIDE OF THE TOWER FOUNDATION,
 TQ0527'10.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE NORTHEAST LEG
 TQ0527'FOUNDATION AND 12.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 TQ0527'SOUTHEAST LEG FOUNDATION.
 TQ0527'
 TQ0527'THE STEM OF REFERENCE MARK NO. 2 IS IN THE SOUTH SIDE OF THE
 TQ0527'CONCRETE FOUNDATION FOR THE SOUTHWEST LEG.  DISK WAS SET VERTICALLY.
 TQ0527'
 TQ0527'THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY
 TQ0527'TREES.  CLEARING THE LINE APPEARS TO BE PRACTICAL WITH A CHAIN SAW
 TQ0527'AND PERMISSION.  THE AZIMUTH MARK, STAMPED FRAILEY 1950, IS A
 TQ0527'STANDARD DISK SET IN THE TOP OF A SMALL, JAGGED OUTCROP WHICH IS
 TQ0527'EXPOSED IN A CUT BANK, 60 FEET WEST-NORTHWEST OF THE INTERSECTION
 TQ0527'OF ROAD CENTERLINES AT THE T-INTERSECTION, 35 FEET NORTH OF THE
 TQ0527'CENTER OF THE ROAD AND ABOUT 12 FEET HIGHER THAN THE ROAD.
 TQ0527'
 TQ0527'WITHOUT A LINE TO THE AZIMUTH MARK, EVIDENCE HARDLY SEEMS
 TQ0527'SUFFICIENT FOR PERMANENTLY REESTABLISHING THE STATION MARK, BUT
 TQ0527'A POSITION OF THE STEM OF REFERENCE MARK NO. 1 COULD BE COMPUTED
 TQ0527'FROM THE PREVIOUS WORK AND USED AS A POINT TIE IN A TRAVERSE,
 TQ0527'BEARING IN MIND THAT THE POSITION WOULD NOT BE ENTIRELY
 TQ0527'FOOLPROOF.
 TQ0527'
 TQ0527'TO REACH FROM CLEARLAKE, GO SOUTH ON STATE HIGHWAY 9 FOR 3.0
 TQ0527'MILES TO THE JUNCTION OF STATE HIGHWAY 538, CONTINUE SOUTH ON
 TQ0527'STATE HIGHWAY 9 FOR 5.5 MILES TO THE POINT WHERE THE HIGHWAY TURNS
 TQ0527'SHARP RIGHT, CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 5.0
 TQ0527'MILES TO THE END OF THE BLACKTOP CONTINUE ON THE GRAVEL ROAD 3.7
 TQ0527'MILES TO A CONCRETE BRIDGE, CONTINUE 0.6 MILE TO A ROAD RIGHT,
 TQ0527'0.05 MILE AFTER CROSSING A SECOND CONCRETE BRIDGE.  TURN RIGHT,
 TQ0527'GO ABOUT 200 FEET, CROSS WOODEN BRIDGE, PASS THROUGH RAIL GATE
 TQ0527'AND CONTINUE 0.25 MILE TO A ROAD RIGHT, CONTINUE STRAIGHT
 TQ0527'AHEAD 0.5 MILE, KEEP RIGHT FORK, GO 1.1 MILES, TURN SHARP LEFT
 TQ0527'AND FOLLOW THE ROAD UPHILL 6.0 MILES TO A T-INTERSECTION
 TQ0527'AND THE AZIMUTH MARK ON THE LEFT ABOUT 20 YARDS BEFORE
 TQ0527'REACHING THE INTERSECTION.  TURN LEFT AND GO 0.5 MILE TO
 TQ0527'THE CONCRETE FOOTINGS FOR THE LOOKOUT TOWER ON THE SUMMIT OF
 TQ0527'FRAILEY MOUNTAIN AND THE STATION SITE.
 TQ0527'
 TQ0527'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TQ0527'10 MILES NORTHEAST OF ARLINGTON.
 TQ0527
 TQ0527                          STATION RECOVERY (1977)
 TQ0527
 TQ0527'RECOVERY NOTE BY WA DEPT OF NAT RES 1977 (JS)
 TQ0527'STATION CAP AND TOP OF CONC. MON. DESTROYED
 TQ0527'
 TQ0527'R.M. 1 BRASS SHAFT SHEARED OFF FLUSH WITH ROCK
 TQ0527'
 TQ0527'AZ. MK. FRAILEY 1950 GOOD
 TQ0527'
 TQ0527'FOUND REMAINS OF STA MON. AND 1 R.M.  AREA HAS BEEN BULLDOZED TO
 TQ0527'CLEAR AWAY REMAINS OF FRAILEY L.C. TOWER.  THIS IS A DRIVE TO
 TQ0527'STATION.
 TQ0527'
 TQ0527'NOTE--SET D.N.R. BRASS CAP FOR STA. FROM REMAINS OF
 TQ0527'STA. MON. AND R.M. NO. 1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TQ0528 ***********************************************************************
 TQ0528  DESIGNATION -  FRAILEY MTN LOOKOUT TOWER
 TQ0528  PID         -  TQ0528
 TQ0528  STATE/COUNTY-  WA/SKAGIT
 TQ0528  USGS QUAD   -  OSO (1989)
 TQ0528
 TQ0528                         *CURRENT SURVEY CONTROL
 TQ0528  ___________________________________________________________________
 TQ0528* NAD 83(1991)-  48 18 08.11649(N)    121 59 47.78257(W)     ADJUSTED  
 TQ0528* NAVD 88     -       814.     (meters)    2671.     (feet)  SCALED    
 TQ0528  ___________________________________________________________________
 TQ0528  LAPLACE CORR-          10.91  (seconds)                    DEFLEC99
 TQ0528  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 TQ0528
 TQ0528  HORZ ORDER  -  THIRD
 TQ0528
 TQ0528.The horizontal coordinates were established by classical geodetic methods
 TQ0528.and adjusted by the National Geodetic Survey in December 1991..
 TQ0528
 TQ0528.The orthometric height was scaled from a topographic map.
 TQ0528
 TQ0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 TQ0528
 TQ0528.The geoid height was determined by GEOID03.
 TQ0528
 TQ0528;                    North         East     Units Scale Factor Converg.
 TQ0528;SPC WA N     -   145,440.970   413,706.460   MT  0.99994742   -0 51 57.9
 TQ0528;SPC WA N     -   477,167.58  1,357,301.94   sFT  0.99994742   -0 51 57.9
 TQ0528;UTM  10      - 5,350,381.969   574,409.972   MT  0.99966803   +0 44 57.2
 TQ0528
 TQ0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TQ0528!SPC WA N     -   0.99987573  x   0.99994742  =   0.99982315
 TQ0528!UTM  10      -   0.99987573  x   0.99966803  =   0.99954380
 TQ0528
 TQ0528                          SUPERSEDED SURVEY CONTROL
 TQ0528
 TQ0528  NAD 83(1986)-  48 18 08.11953(N)    121 59 47.78110(W) AD(       ) 4
 TQ0528  NAD 27      -  48 18 08.74300(N)    121 59 43.28000(W) AD(       ) 3
 TQ0528
 TQ0528.Superseded values are not recommended for survey control.
 TQ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TQ0528.See file dsdata.txt to determine how the superseded data were derived.
 TQ0528
 TQ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU7441050382(NAD 83)
 TQ0528
 TQ0528  HISTORY     - Date     Condition        Report By
 TQ0528  HISTORY     - 1950     MONUMENTED       CGS
 TQ0528
 TQ0528                          STATION DESCRIPTION
 TQ0528
 TQ0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TQ0528'SEE STATION FRAILEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1873 ***********************************************************************
 TR1873  DESIGNATION -  FRANCES
 TR1873  PID         -  TR1873
 TR1873  STATE/COUNTY-  WA/WHATCOM
 TR1873  USGS QUAD   -  ELIZA ISLAND (1995)
 TR1873
 TR1873                         *CURRENT SURVEY CONTROL
 TR1873  ___________________________________________________________________
 TR1873* NAD 83(1991)-  48 42 06.06484(N)    122 36 21.75961(W)     ADJUSTED  
 TR1873* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 TR1873  ___________________________________________________________________
 TR1873  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 TR1873  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 TR1873
 TR1873  HORZ ORDER  -  THIRD
 TR1873
 TR1873.The horizontal coordinates were established by classical geodetic methods
 TR1873.and adjusted by the National Geodetic Survey in December 1991..
 TR1873
 TR1873.The orthometric height was scaled from a topographic map.
 TR1873
 TR1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1873
 TR1873.The geoid height was determined by GEOID03.
 TR1873
 TR1873;                    North         East     Units Scale Factor Converg.
 TR1873;SPC WA N     -   190,706.736   369,526.965   MT  0.99999420   -1 19 11.3
 TR1873;SPC WA N     -   625,677.02  1,212,356.38   sFT  0.99999420   -1 19 11.3
 TR1873;UTM  10      - 5,394,369.213   528,986.575   MT  0.99961032   +0 17 45.5
 TR1873
 TR1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1873!SPC WA N     -   1.00000230  x   0.99999420  =   0.99999650
 TR1873!UTM  10      -   1.00000230  x   0.99961032  =   0.99961261
 TR1873
 TR1873:                Primary Azimuth Mark                     Grid Az
 TR1873:SPC WA N     -  JOHN 2                                   003 53 38.6
 TR1873:UTM  10      -  JOHN 2                                   002 16 41.8
 TR1873
 TR1873|---------------------------------------------------------------------|
 TR1873| PID    Reference Object                     Distance      Geod. Az  |
 TR1873|                                                           dddmmss.s |
 TR1873| TR1810 JOHN 2                              APPROX. 7.6 KM 0023427.3 |
 TR1873| TR1813 BELLINGHAM GRAIN ELEV SE CHIM       APPROX. 9.6 KM 0390412.8 |
 TR1873| TR1817 BELLINGHAM MEANDER CORNER           APPROX. 9.8 KM 0471222.7 |
 TR1873| TR1015 BELLINGHAM EPIS CHURCH STEEPLE      APPROX.10.5 KM 0530847.3 |
 TR1873| TR1013 BELLINGHAM WHAT FAL MILL BURN       APPROX.10.1 KM 0545009.6 |
 TR1873| TR1018 BELLINGHAM CATHOLIC CH SPIRE        APPROX.11.5 KM 0570238.5 |
 TR1873| TR0994 BELLINGHAM MORRISON MILL STACK      APPROX.10.1 KM 0584825.0 |
 TR1873| TR1017 BELLINGHAM UPTOWN TANK              APPROX.10.8 KM 0585102.8 |
 TR1873| TR1000 BELLINGHAM MORRISON MILL BURNER     APPROX.10.1 KM 0585550.1 |
 TR1873| TR1016 BELLINGHAM MT BAKER THEATRE TR      APPROX.11.0 KM 0591505.7 |
 TR1873| TR0989 BELLINGHAM WHATCOM CREEK WATERWAY S APPROX.10.3 KM 0595344.5 |
 TR1873| TR0990 BELLINGHAM HERALD SIGN LET A        APPROX.10.6 KM 0612343.6 |
 TR1873| TR0997 BELLINGHAM BLOEDEL DONOVAN STACK    APPROX. 9.4 KM 0624603.5 |
 TR1873| TR0995 BELLINGHAM BLOEDEL DONOVAN BURNER   APPROX. 9.3 KM 0631010.8 |
 TR1873| TR0992 BELLINGHAM CATHOLIC CHURCH CUPOLA   APPROX. 9.7 KM 0632757.5 |
 TR1873| TR1868 BELLINGHAM WOODS MILL STACK         APPROX. 8.3 KM 0662635.8 |
 TR1873| TR1004 TOWN 2                              APPROX.10.0 KM 0671237.5 |
 TR1873| TR1870 SOUTH BELLINGHAM BURNER             APPROX. 7.7 KM 0722505.1 |
 TR1873| CF8738 FRANCES RM 1                                       16629     |
 TR1873| CF8739 FRANCES RM 2                                       18107     |
 TR1873| CF8740 FRANCES RM 3                                       33826     |
 TR1873|---------------------------------------------------------------------|
 TR1873
 TR1873                          SUPERSEDED SURVEY CONTROL
 TR1873
 TR1873  NAD 83(1986)-  48 42 06.06865(N)    122 36 21.76334(W) AD(       ) 3
 TR1873  NAD 27      -  48 42 06.68000(N)    122 36 17.13900(W) AD(       ) 3
 TR1873
 TR1873.Superseded values are not recommended for survey control.
 TR1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1873.See file dsdata.txt to determine how the superseded data were derived.
 TR1873
 TR1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2898794369(NAD 83)
 TR1873_MARKER: H = DRILL HOLE
 TR1873_SETTING: 0 = UNSPECIFIED SETTING
 TR1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR1873
 TR1873  HISTORY     - Date     Condition        Report By
 TR1873  HISTORY     - 1887     MONUMENTED       CGS
 TR1873  HISTORY     - 1927     GOOD             CGS
 TR1873  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR1873
 TR1873                          STATION DESCRIPTION
 TR1873
 TR1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (JJG)
 TR1873'STATION IS ON THE E FACE OF POINT FRANCES, JUST AS FAR N AS ONE
 TR1873'CAN GO AND SEE STATION ELIZA.  STATION JOHN CAN BE SEEN BY CLEARING
 TR1873'THE BUSHES ALONG SHORE TO NORTHWARD.
 TR1873'
 TR1873'10 PACES S OF STATION IS THE STUB OF A LARGE FIR TREE, LEANING
 TR1873'CONSPICUOUSLY OVER THE BEACH.  A LARGE FIR TREE S OF THIS, AND NEAR
 TR1873'THE BEACH, IS MARKED BY BLAZE AND COPPER NAIL, DISTANT 50 FEET 6
 TR1873'INCHES, IN PROLONGATION OF LINE FROM STATION JOHN.  NO OTHER LARGE
 TR1873'TREE NEAR.  STATION IS ON SLOPING BEACH, 6 FEET ABOVE TIDES AND 3
 TR1873'PACES BACK FROM BEACH.  MARKED BY STONE 8 INCHES BENEATH SURFACE,
 TR1873'HAVING 1/2-INCH HOLE DRILLED 2 INCHES DEEP.
 TR1873'
 TR1873'THREE STUBS.  - 2 PARALLEL WITH BEACH AND ONE AT RIGHT ANGLES
 TR1873'INSHORE.  EACH MARKED WITH COPPER NAIL 6 FEET FROM CENTER.
 TR1873'
 TR1873'POLE IS 3- BY 3-INCH BY 16-FOOT SCANTLING, ROUNDED.
 TR1873'
 TR1873'USED IN TRIANGULATION AND TOPOGRAPHY.
 TR1873
 TR1873                          STATION RECOVERY (1927)
 TR1873
 TR1873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1873'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE BLACK
 TR1873'AND WEATHERWORN FIR STUB 10 PACES S IS STILL STANDING AND
 TR1873'APPARENTLY STILL SOUND.  THE BLAZE IN THE LARGE FIR TREE WAS
 TR1873'RENEWED.  THE REFERENCE MARK IS SLIGHTLY HIGHER IN ELEVATION THAN
 TR1873'THE STATION MARK.
 TR1873
 TR1873                          STATION RECOVERY (1940)
 TR1873
 TR1873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCB)
 TR1873'STATION WAS FOUND BUT HAD FALLEN FROM THE ORIGINAL SITE ON A LOW
 TR1873'BLUFF.  THIS BLUFF HAD ERODED AND THE CONCRETE BLOCK HAD MOVED
 TR1873'ALMOST TO THE HIGH-WATER LINE WHERE IT WAS FOUND LYING ON ITS SIDE.
 TR1873'ANOTHER STATION WAS ESTABLISHED NEARBY IN A LOCALITY REASONABLY
 TR1873'SAFE FROM EROSION.  THE BLAZE ON THE FIR TREE IS STILL DISCERNIBLE
 TR1873'BUT THE WEATHERBEATEN STUB IS MISSING.  THE STATION MUST BE
 TR1873'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC2800 ***********************************************************************
 SC2800  CBN         -  This is a Cooperative Base Network Control Station.
 SC2800  DESIGNATION -  FRANCES
 SC2800  PID         -  SC2800
 SC2800  STATE/COUNTY-  WA/PACIFIC
 SC2800  USGS QUAD   -  LEBAM (1993)
 SC2800
 SC2800                         *CURRENT SURVEY CONTROL
 SC2800  ___________________________________________________________________
 SC2800* NAD 83(1998)-  46 32 28.94761(N)    123 30 00.80167(W)     ADJUSTED  
 SC2800* NAVD 88     -        73.22   (meters)     240.2    (feet)  N HEIGHT  
 SC2800  ___________________________________________________________________
 SC2800  X           -  -2,425,706.073 (meters)                     COMP
 SC2800  Y           -  -3,664,811.158 (meters)                     COMP
 SC2800  Z           -   4,606,882.726 (meters)                     COMP
 SC2800  LAPLACE CORR-          11.42  (seconds)                    DEFLEC99
 SC2800  ELLIP HEIGHT-          51.84  (meters)          (07/03/01) GPS OBS
 SC2800  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SC2800  DYNAMIC HT  -          73.23  (meters)     240.3   (feet)  COMP
 SC2800  MODELED GRAV-     980,755.5   (mgal)                       NAVD 88
 SC2800
 SC2800  HORZ ORDER  -  B
 SC2800  VERT ORDER  -  THIRD
 SC2800  ELLP ORDER  -  FIFTH     CLASS I
 SC2800
 SC2800.The horizontal coordinates were established by GPS observations
 SC2800.and adjusted by the National Geodetic Survey in July 2001..
 SC2800.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SC2800.DATUM ITEM on the data sheet items page.
 SC2800
 SC2800.The orthometric height was determined by differential leveling
 SC2800.and adjusted by the National Geodetic Survey in October 1996..
 SC2800.The height was determined by precise leveling from only one NSRS
 SC2800.bench mark.  This was not adequate "tie leveling" to NSRS and was
 SC2800.allowed ONLY to validate the GPS-derived height.
 SC2800
 SC2800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SC2800
 SC2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC2800
 SC2800.The ellipsoidal height was determined by GPS observations
 SC2800.and is referenced to NAD 83.
 SC2800
 SC2800.The geoid height was determined by GEOID03.
 SC2800
 SC2800.The dynamic height is computed by dividing the NAVD 88
 SC2800.geopotential number by the normal gravity value computed on the
 SC2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC2800.degrees latitude (g = 980.6199 gals.).
 SC2800
 SC2800.The modeled gravity was interpolated from observed gravity values.
 SC2800
 SC2800;                    North         East     Units Scale Factor Converg.
 SC2800;SPC WA S     -   138,649.180   269,944.951   MT  0.99991489   -2 10 45.7
 SC2800;SPC WA S     -   454,884.85    885,644.39   sFT  0.99991489   -2 10 45.7
 SC2800;UTM  10      - 5,154,322.285   461,646.119   MT  0.99961808   -0 21 47.2
 SC2800
 SC2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC2800!SPC WA S     -   0.99999187  x   0.99991489  =   0.99990676
 SC2800!UTM  10      -   0.99999187  x   0.99961808  =   0.99960996
 SC2800
 SC2800                          SUPERSEDED SURVEY CONTROL
 SC2800
 SC2800  NAD 83(1991)-  46 32 28.94550(N)    123 30 00.80309(W) AD(       ) B
 SC2800  ELLIP H (05/29/91)   51.94   (m)                       GP(       ) 4 1
 SC2800  NGVD 29 (??/??/??)   72.18   (m)          236.8    (f) N HEIGHT    3  
 SC2800
 SC2800.Superseded values are not recommended for survey control.
 SC2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC2800.See file dsdata.txt to determine how the superseded data were derived.
 SC2800
 SC2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6164654322(NAD 83)
 SC2800_MARKER: DH = HORIZONTAL CONTROL DISK
 SC2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC2800_SP_SET: CONCRETE POST
 SC2800_STAMPING: FRANCES 1991
 SC2800_MARK LOGO: NGS   
 SC2800_MAGNETIC: N = NO MAGNETIC MATERIAL
 SC2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC2800+STABILITY: SURFACE MOTION
 SC2800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SC2800+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SC2800
 SC2800  HISTORY     - Date     Condition        Report By
 SC2800  HISTORY     - 1991     MONUMENTED       NGS
 SC2800
 SC2800                          STATION DESCRIPTION
 SC2800
 SC2800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SC2800'THE STATION IS LOCATED ABOUT 25.8 KM (16.0 MI) NORTHEAST OF ROSBURG,
 SC2800'16.1 KM (10.0 MI) WEST OF PE ELL, 3.2 KM (2.0 MI) SOUTHEAST OF LEBAM,
 SC2800'AT FRANCES AND ON STATE HIGHWAY RIGHT-OF-WAY.
 SC2800'TO REACH FROM THE POST OFFICE IN LEBAM, GO SOUTHEASTERLY ON STATE
 SC2800'ROUTE 6 FOR 4.83 KM (3.00 MI) TO A SIDE ROAD LEFT, EMERSON AVENUE,
 SC2800'AND THE STATION ON THE LEFT.
 SC2800'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT UNDER AN IRON
 SC2800'MONUMENT CASE AND COVER THAT IS FLUSH WITH THE ASPHAULT ROADWAY
 SC2800'SURFACE.  IT IS 15.84 M (51.97 FT) NORTH OF THE CENTER OF STATE ROUTE
 SC2800'6, 6.86 M (22.51 FT) SOUTH OF THE CENTER OF THE RAILROAD TRACKS AND
 SC2800'3.2 M (10.5 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1874 ***********************************************************************
 TR1874  DESIGNATION -  FRANCES 2
 TR1874  PID         -  TR1874
 TR1874  STATE/COUNTY-  WA/WHATCOM
 TR1874  USGS QUAD   -  ELIZA ISLAND (1995)
 TR1874
 TR1874                         *CURRENT SURVEY CONTROL
 TR1874  ___________________________________________________________________
 TR1874* NAD 83(1991)-  48 42 06.12015(N)    122 36 21.74708(W)     ADJUSTED  
 TR1874* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 TR1874  ___________________________________________________________________
 TR1874  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 TR1874  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 TR1874
 TR1874  HORZ ORDER  -  SECOND
 TR1874
 TR1874.The horizontal coordinates were established by classical geodetic methods
 TR1874.and adjusted by the National Geodetic Survey in December 1991..
 TR1874
 TR1874.The orthometric height was scaled from a topographic map.
 TR1874
 TR1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1874
 TR1874.The geoid height was determined by GEOID03.
 TR1874
 TR1874;                    North         East     Units Scale Factor Converg.
 TR1874;SPC WA N     -   190,708.438   369,527.260   MT  0.99999420   -1 19 11.3
 TR1874;SPC WA N     -   625,682.60  1,212,357.35   sFT  0.99999420   -1 19 11.3
 TR1874;UTM  10      - 5,394,370.922   528,986.823   MT  0.99961032   +0 17 45.5
 TR1874
 TR1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1874!SPC WA N     -   1.00000230  x   0.99999420  =   0.99999650
 TR1874!UTM  10      -   1.00000230  x   0.99961032  =   0.99961261
 TR1874
 TR1874:                Primary Azimuth Mark                     Grid Az
 TR1874:SPC WA N     -  BELLINGHAM GRAIN ELEV SE CHIM            040 23 43.0
 TR1874:UTM  10      -  BELLINGHAM GRAIN ELEV SE CHIM            038 46 46.2
 TR1874
 TR1874|---------------------------------------------------------------------|
 TR1874| PID    Reference Object                     Distance      Geod. Az  |
 TR1874|                                                           dddmmss.s |
 TR1874| TR1813 BELLINGHAM GRAIN ELEV SE CHIM       APPROX. 9.6 KM 0390431.7 |
 TR1874| TR1818 BELLINGHAM OESER CEDAR CO CHIM      APPROX.10.0 KM 0412145.6 |
 TR1874| TR1015 BELLINGHAM EPIS CHURCH STEEPLE      APPROX.10.5 KM 0530911.2 |
 TR1874| TR1018 BELLINGHAM CATHOLIC CH SPIRE        APPROX.11.5 KM 0570301.7 |
 TR1874| TR1019 BELLINGHAM CITY HALL CLOCK TOWER    APPROX.10.8 KM 0581526.8 |
 TR1874| TR1017 BELLINGHAM UPTOWN TANK              APPROX.10.8 KM 0585128.3 |
 TR1874| TR0997 BELLINGHAM BLOEDEL DONOVAN STACK    APPROX. 9.4 KM 0624634.2 |
 TR1874| TR1865 BELLINGHAM PLYWOOD CORP STACK       APPROX. 7.7 KM 0732645.9 |
 TR1874| TR1862 SPRING RESET                        APPROX. 6.5 KM 0791306.0 |
 TR1874| CF8741 FRANCES 2 RM 2                        5.738 METERS 13158     |
 TR1874| CF8742 FRANCES 2 RM 1                        4.270 METERS 32848     |
 TR1874|---------------------------------------------------------------------|
 TR1874
 TR1874                          SUPERSEDED SURVEY CONTROL
 TR1874
 TR1874  NAD 83(1986)-  48 42 06.12231(N)    122 36 21.75012(W) AD(       ) 2
 TR1874  NAD 27      -  48 42 06.73900(N)    122 36 17.13000(W) AD(       ) 2
 TR1874
 TR1874.Superseded values are not recommended for survey control.
 TR1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1874.See file dsdata.txt to determine how the superseded data were derived.
 TR1874
 TR1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2898794371(NAD 83)
 TR1874_MARKER: Z = SEE DESCRIPTION
 TR1874_SETTING: 0 = UNSPECIFIED SETTING
 TR1874
 TR1874  HISTORY     - Date     Condition        Report By
 TR1874  HISTORY     - 1940     MONUMENTED       USE
 TR1874  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1874  HISTORY     - 1970     SEE DESCRIPTION  LOCSUR
 TR1874  HISTORY     - 1973     SEE DESCRIPTION  LOCSUR
 TR1874
 TR1874                          STATION DESCRIPTION
 TR1874
 TR1874'DESCRIBED BY US ENGINEERS 1940 (JCB)
 TR1874'ON SE SIDE OF POINT FRANCES WHERE E TANGENT OF VENDOVI ISLAND AND
 TR1874'ALL OF ELIZA ISLAND ARE VISIBLE BUT WOULD BE SHUT OUT IF THE SITE
 TR1874'WERE FURTHER N.  THE STATION IS ON THE SLOPE THAT LEADS FROM A
 TR1874'GRAVEL BEACH TO A LOW BLUFF ABOUT 6 METERS FROM THE HIGH-WATER
 TR1874'LINE.  A TRIANGULAR BLAZE ON A LARGE FIR TREE IS S OF STATION.
 TR1874'ARMY ENGINEERS HAD ATTEMPTED TO RECOVER FRANCES 1887, AND AFTER
 TR1874'FAILING HAD ESTABLISHED ANOTHER STATION, FRANCES 2, NEARBY.  THIS
 TR1874'STATION WAS USED BY THE PARTY OF J.C. BOSE.
 TR1874'
 TR1874'STATION IS MARKED WITH AN U.S.E. BRONZE DISK SET IN A BLOCK OF
 TR1874'CONCRETE.  THE STATION MAY BECOME COVERED WITH SOIL BECAUSE OF
 TR1874'EROSION BUT IS IN AN EXCELLENT PLACE FOR PERMANENCE.
 TR1874'
 TR1874'REFERENCE MARK NO.1 IS THE RECOVERED REFERENCE FOR FRANCES
 TR1874'1887.  THIS MARK IS A STANDARD BRONZE DISK, STAMPED, NO.1, FRANCES
 TR1874'2, 1940 CEMENTED IN CONCRETE BLOCK ON LOW BLUFF NW OF STATION.  THE
 TR1874'ARROW POINTS SLIGHTLY TO THE W OF THE STATION.
 TR1874'
 TR1874'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK, STAMPED NO.2,
 TR1874'FRANCES 2, 1940, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER BURIED
 TR1874'IN THE BEACH SE OF THE STATION.
 TR1874
 TR1874                          STATION RECOVERY (1953)
 TR1874
 TR1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR1874'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY J.C.B. IN
 TR1874'1940.  THE LOW BLUFF HAD ERODED AND COVERED THE STATION MARK WITH
 TR1874'3 FT. OF EARTH.
 TR1874'
 TR1874'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TR1874'J.C.B. IN 1940.  THE BLUFF HAD ERODED AND COVERED THE REFERENCE
 TR1874'MARK WITH 1 FT. OF EARTH.  THE ARROW ON THE MARK POINTS 6 FT. TO
 TR1874'THE RIGHT OF THE STATION MARK.  THE DISTANCE WAS VERIFIED.
 TR1874'
 TR1874'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TR1874'J.C.B. IN 1940.  THE DISTANCE FROM THE STATION TO THE MARK WAS
 TR1874'FOUND TO MEASURE 5.745 M.
 TR1874
 TR1874                          STATION RECOVERY (1970)
 TR1874
 TR1874'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (PRH)
 TR1874'RECOVERED BY MAC LEAN SURVEYORS.
 TR1874'
 TR1874'FRANCES 2 FRANCES 2 FOUND IN GOOD CONDITION ABOUT ONE FOOT BENEATH
 TR1874'GROUND LEVEL.
 TR1874'
 TR1874'BOTH REFERENCE MARKS INTACT.
 TR1874
 TR1874                          STATION RECOVERY (1973)
 TR1874
 TR1874'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 TR1874'THE BANK HAS ERODED BADLY AND EITHER COVERED THE MARKS OR DESTROYED
 TR1874'THEM.  JAMES E. WILSON AND ASSOCIATES- PRIVATE SURVEYORS- MADE A
 TR1874'THOROUGH SEARCH FOR THE MARKS BUT COULD NOT RECOVER THEM.  THEY
 TR1874'STATED THAT THEY HAVE SUBMITTED A RECOVERY REPORT ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1872 ***********************************************************************
 SY1872  DESIGNATION -  FRANCIS
 SY1872  PID         -  SY1872
 SY1872  STATE/COUNTY-  WA/KING
 SY1872  USGS QUAD   -  MAPLE VALLEY (1965)
 SY1872
 SY1872                         *CURRENT SURVEY CONTROL
 SY1872  ___________________________________________________________________
 SY1872* NAD 83(1991)-  47 26 12.62904(N)    122 01 12.38838(W)     ADJUSTED  
 SY1872* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 SY1872  ___________________________________________________________________
 SY1872  LAPLACE CORR-          11.92  (seconds)                    DEFLEC99
 SY1872  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 SY1872
 SY1872  HORZ ORDER  -  SECOND
 SY1872
 SY1872.The horizontal coordinates were established by classical geodetic methods
 SY1872.and adjusted by the National Geodetic Survey in December 1991..
 SY1872
 SY1872.The orthometric height was scaled from a topographic map.
 SY1872
 SY1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1872
 SY1872.The geoid height was determined by GEOID03.
 SY1872
 SY1872;                    North         East     Units Scale Factor Converg.
 SY1872;SPC WA N     -    49,259.407   410,479.431   MT  1.00001238   -0 53 00.9
 SY1872;SPC WA N     -   161,611.90  1,346,714.60   sFT  1.00001238   -0 53 00.9
 SY1872;UTM  10      - 5,254,175.949   573,887.196   MT  0.99966709   +0 43 18.3
 SY1872
 SY1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1872!SPC WA N     -   0.99997296  x   1.00001238  =   0.99998534
 SY1872!UTM  10      -   0.99997296  x   0.99966709  =   0.99964006
 SY1872
 SY1872|---------------------------------------------------------------------|
 SY1872| PID    Reference Object                     Distance      Geod. Az  |
 SY1872|                                                           dddmmss.s |
 SY1872| CE4038 FRANCIS RM                           21.714 METERS 03244     |
 SY1872| SY1887 NEW HOUSE SOUTH GABLE               APPROX. 0.7 KM 0941822.4 |
 SY1872| SY1875 UNPAINTED BARN NORTH GABLE          APPROX. 3.3 KM 2495808.4 |
 SY1872|---------------------------------------------------------------------|
 SY1872
 SY1872                          SUPERSEDED SURVEY CONTROL
 SY1872
 SY1872  NAD 83(1986)-  47 26 12.62016(N)    122 01 12.39736(W) AD(       ) 2
 SY1872  NAD 27      -  47 26 13.26600(N)    122 01 07.97000(W) AD(       ) 2
 SY1872
 SY1872.Superseded values are not recommended for survey control.
 SY1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1872.See file dsdata.txt to determine how the superseded data were derived.
 SY1872
 SY1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7388754176(NAD 83)
 SY1872_MARKER: Z = SEE DESCRIPTION
 SY1872_SETTING: 0 = UNSPECIFIED SETTING
 SY1872
 SY1872  HISTORY     - Date     Condition        Report By
 SY1872  HISTORY     - 1937     MONUMENTED       WAGS
 SY1872  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY1872  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY1872  HISTORY     - 1967     SEE DESCRIPTION  CGS
 SY1872  HISTORY     - 1968     SEE DESCRIPTION  WAA
 SY1872  HISTORY     - 1975     SEE DESCRIPTION  NGS
 SY1872
 SY1872                          STATION DESCRIPTION
 SY1872
 SY1872'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY1872'STATION IS IN SEC. 34, T.23, R.6.
 SY1872'
 SY1872'STATION IS MARKED BY A STANDARD STATE SURVEY DISK STAMPED KING
 SY1872'COUNTY AERIAL SURVEY SET IN A BOULDER ABOVE THE SURFACE.
 SY1872'
 SY1872'THE REFERENCE MARK IS SIMILAR AND SET 71.24 FEET MAGNETIC N 9 DEG
 SY1872'W FROM THE STATION.
 SY1872'
 SY1872'FROM THE ROAD INTERSECTION SW OF LAKE FRANCIS GO E 0.6 MILE AND
 SY1872'TURN LEFT INTO FARMYARD WHICH ENDS IN FRONT OF A BARN.  TAKE TRAIL
 SY1872'ON E SIDE OF BARN AND GO N TO ITS END AND CONTINUE (MAGNETIC) N
 SY1872'15 DEG W TO STATION.  THE STATION IS PRACTICALLY ON THE HIGHEST
 SY1872'POINT OF A LONG NW AND SE FLAT-TOPPED RIDGE WHICH SLOPES OFF
 SY1872'GENTLY TO THE SE, THE STATION LYING PRACTICALLY ON THE E AND W
 SY1872'CENTER LINE OF THE SECTION ABOUT 1,000 FEET W OF THE E 1/4 CORNER
 SY1872'WHICH IS ON THE POINT OF A N AND S ROAD WHICH TURNS E AT THE
 SY1872'CORNER.  THE STATION LIES 6 FEET S OF A 5-FOOT STUMP, 205
 SY1872'FEET S OF A 4-FOOT SNAG, 189 FEET E OF A 4-FOOT SNAG AND 211.5
 SY1872'FEET NW OF ANOTHER 4-FOOT SNAG.  STATION IS ALSO 1/3 MILE SE
 SY1872'OF LAKE WEBSTER AND 1/2 MILE NE OF LAKE FRANCIS.
 SY1872'
 SY1872'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY1872
 SY1872                          STATION RECOVERY (1952)
 SY1872
 SY1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY1872'ON THE W SIDE OF FRANKLIN AVENUE IN FRONT OF RESIDENCE NUMBERED
 SY1872'1024, ABOUT 3 FEET W OF THE CURB AT THE EDGE OF A GRASS-COVERED
 SY1872'SLOPE ENCLOSED IN A SWITCH-BACK OF THE STREET EXTENDING FROM THE
 SY1872'END OF PROSPECT STREET UP TO FRANKLIN AVENUE.  A STANDARD
 SY1872'TOPOGRAPHIC STATION DISK, STAMPED FRANK 1951, BRAZED ON A 3-FOOT
 SY1872'SECTION OF COPPER TUBING INCLOSED IN A COLUMN OF CONCRETE.
 SY1872
 SY1872                          STATION RECOVERY (1952)
 SY1872
 SY1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (MEW)
 SY1872'THE STATION HAS BEEN DESTROYED BY FREEWAY CONSTRUCTION.
 SY1872
 SY1872                          STATION RECOVERY (1967)
 SY1872
 SY1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 SY1872'THE STATION WAS NOT FOUND.  THE LOW RIDGE THE STATION IS ON IS
 SY1872'EASILY REACHED BY WALKING WEST ABOUT 1000 FEET FROM THE INTERSECTION
 SY1872'OF 244TH AVE. SE AND SE 184TH STREET.  EVIDENCE INDICATES A STRIP
 SY1872'WAS CLEARED ALONG THE QUARTER-SECTION LINE WITH A BULLDOZER, AND
 SY1872'THE STATION MARK COULD HAVE BEEN DESTROYED WHEN THIS WAS DONE.
 SY1872'HOWEVER, THE REFERENCE MARK WAS NOT FOUND EITHER, ALTHOUGH A SEARCH
 SY1872'WAS MADE OF THE HIGHEST PART OF THE RIDGE FOR ABOUT 100 YARDS.
 SY1872'THE MARKS COULD BE UNDER FALLEN TREES OR BURIED.  WOULD
 SY1872'RECOMMEND A TRAVERSE FROM THE QUARTER-CORNER, RATHER THAN FURTHER
 SY1872'RANDOM SEARCHING.
 SY1872
 SY1872                          STATION RECOVERY (1968)
 SY1872
 SY1872'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1968
 SY1872'SEARCHED 3 HOURS FOR MARK - NO EVIDENCE AT ALL
 SY1872'
 SY1872'STATION COULD BE AROUND STILL.
 SY1872
 SY1872                          STATION RECOVERY (1975)
 SY1872
 SY1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 SY1872'THE STATION HAS BEEN DESTROYED.  A REPORT BY AN EMPLOYEE OF THE
 SY1872'DEPARTMENT OF NATURAL RESOURCES, DATED 1-6-75 STATES--
 SY1872'
 SY1872'FOUND STATION MARK PUSHED OUT BY A BULLDOZER AND THE REFERENCE
 SY1872'MARK DESTROYED BY LOGGING.  SINCE BOTH THESE MARKS WERE IN BOULDERS,
 SY1872'IT IS ASSUMED THERE WAS NO SUB-SURFACE STATION MARK.
 SY1872'
 SY1872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SY1872'3 MILES WEST-NORTHWEST OF HOBART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3941 ***********************************************************************
 SY3941  DESIGNATION -  FRANK
 SY3941  PID         -  SY3941
 SY3941  STATE/COUNTY-  WA/KING
 SY3941  USGS QUAD   -  
 SY3941
 SY3941                         *CURRENT SURVEY CONTROL
 SY3941  ___________________________________________________________________
 SY3941* NAD 83(1991)-  47 37 41.61601(N)    122 19 43.04243(W)     ADJUSTED  
 SY3941* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 SY3941  ___________________________________________________________________
 SY3941  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 SY3941  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SY3941
 SY3941  HORZ ORDER  -  THIRD
 SY3941
 SY3941.The horizontal coordinates were established by classical geodetic methods
 SY3941.and adjusted by the National Geodetic Survey in December 1991..
 SY3941
 SY3941.The orthometric height was scaled from a topographic map.
 SY3941
 SY3941.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3941
 SY3941.The geoid height was determined by GEOID03.
 SY3941
 SY3941;                    North         East     Units Scale Factor Converg.
 SY3941;SPC WA N     -    70,939.249   387,623.626   MT  0.99997855   -1 06 47.8
 SY3941;SPC WA N     -   232,739.85  1,271,728.51   sFT  0.99997855   -1 06 47.8
 SY3941;UTM  10      - 5,275,198.841   550,440.366   MT  0.99963126   +0 29 45.7
 SY3941
 SY3941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3941!SPC WA N     -   0.99999885  x   0.99997855  =   0.99997740
 SY3941!UTM  10      -   0.99999885  x   0.99963126  =   0.99963011
 SY3941
 SY3941|---------------------------------------------------------------------|
 SY3941| PID    Reference Object                     Distance      Geod. Az  |
 SY3941|                                                           dddmmss.s |
 SY3941| SY3940 SEATTLE CITY SURVEY MARK 1952        38.700 METERS 03817     |
 SY3941| CF7246 FRANK CAPPED PIPE HUB                              03950     |
 SY3941| CF6652 FRANK RM 1                           12.375 METERS 07821     |
 SY3941| CF6653 FRANK RM 2                            9.570 METERS 15705     |
 SY3941|---------------------------------------------------------------------|
 SY3941
 SY3941                          SUPERSEDED SURVEY CONTROL
 SY3941
 SY3941  NAD 83(1986)-  47 37 41.60945(N)    122 19 43.04793(W) AD(       ) 3
 SY3941  NAD 27      -  47 37 42.25800(N)    122 19 38.59500(W) AD(       ) 3
 SY3941
 SY3941.Superseded values are not recommended for survey control.
 SY3941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3941.See file dsdata.txt to determine how the superseded data were derived.
 SY3941
 SY3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5044075199(NAD 83)
 SY3941_MARKER: Z = SEE DESCRIPTION
 SY3941_SETTING: 0 = UNSPECIFIED SETTING
 SY3941
 SY3941  HISTORY     - Date     Condition        Report By
 SY3941  HISTORY     - 1952     MONUMENTED       CGS
 SY3941  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SY3941  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SY3941  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 SY3941
 SY3941                          STATION DESCRIPTION
 SY3941
 SY3941'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SBG)
 SY3941'ON THE WEST SIDE OF FRANKLIN AVENUE IN FRONT OF RESIDENCE NUMBERED
 SY3941'1024, ABOUT 3 FEET WEST OF THE CURB AT THE EDGE OF A GRASS COVERED
 SY3941'SLOPED ENCLOSED IN A SWITCHBACK OF THE STREET EXTENDING FROM THE
 SY3941'END OF PROSPECT STREET UP TO FRANKLIN AVENUE, A STANDARD
 SY3941'TOPOGRAPHIC STATION DISK STAMPED FRANK 1951 BRAZED ON A 3-FOOT
 SY3941'SECTION OF COPPER TUBING INCLOSED IN A COLUMN OF CONCRETE.  THE
 SY3941'REFERENCE MARKS ARE STANDARD DISKS BRAZED ON SIMILAR TUBING,
 SY3941'FLUSH WITH THE GROUND, LOCATED IN THE NARROW PARKING BETWEEN THE
 SY3941'CURB AND THE SIDEWALK ON THE EAST SIDE OF FRANKLIN STREET.  THE
 SY3941'CAPPED PIPE (HUB) IS A SECTION OF IRON PIPE ABOUT 3/4 INCH
 SY3941'DIAMETER JUST INSIDE THE CURB AND PROJECTS ABOUT 2 INCHES.  THE
 SY3941'CITY STATION IS A ROD IN A SMALL CONCRETE BLOCK SET IN A CAST
 SY3941'IRON MONUMENT BOX IN THE CENTER LINE OF FRANKLIN STREET, NEAR
 SY3941'WHERE THE STREET IS SPLIT FOR A RIGHT HAND LANE TO PROCEED UP THE
 SY3941'SLOPE TOWARDS CAPITOL HILL.
 SY3941'
 SY3941'IN FUTURE LANDSCAPING, THE STATION DISK MAY BE COVERED BY 8 INCHES
 SY3941'TO 1 FOOT OF FILL.
 SY3941'
 SY3941'REACHED FROM EASTLAKE AVE. AT INTERSECTION WITH PROSPECT STREET
 SY3941'BY TAKING THE STREET FROM THE DEAD-END OF PROSPECT STREET, A
 SY3941'SWITCH-BACK LEADING TO THE END OF FRANKLIN AVENUE TO A POINT ABOUT
 SY3941'30 METERS SOUTH OF PROSPECT STREET EXTENDED.
 SY3941
 SY3941                          STATION RECOVERY (1957)
 SY3941
 SY3941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CMB)
 SY3941'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SY3941
 SY3941                          STATION RECOVERY (1968)
 SY3941
 SY3941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 SY3941'THE STATION HAS BEEN DESTROYED.  FREEWAY CONSTRUCTION HAS
 SY3941'OBLITERATED THE MARKS, THE RESIDENCE THE TEN-HUNDRED BLOCK OF
 SY3941'FRANKLIN AVENUE.
 SY3941
 SY3941                          STATION RECOVERY (2002)
 SY3941
 SY3941'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2281 ***********************************************************************
 SA2281  DESIGNATION -  FRANK
 SA2281  PID         -  SA2281
 SA2281  STATE/COUNTY-  WA/BENTON
 SA2281  USGS QUAD   -  BADGER MTN (1978)
 SA2281
 SA2281                         *CURRENT SURVEY CONTROL
 SA2281  ___________________________________________________________________
 SA2281* NAD 83(1991)-  46 14 29.97434(N)    119 16 41.55918(W)     ADJUSTED  
 SA2281* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 SA2281  ___________________________________________________________________
 SA2281  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 SA2281  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 SA2281
 SA2281  HORZ ORDER  -  SECOND
 SA2281
 SA2281.The horizontal coordinates were established by classical geodetic methods
 SA2281.and adjusted by the National Geodetic Survey in December 1991..
 SA2281
 SA2281.The orthometric height was scaled from a topographic map.
 SA2281
 SA2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2281
 SA2281.The geoid height was determined by GEOID03.
 SA2281
 SA2281;                    North         East     Units Scale Factor Converg.
 SA2281;SPC WA S     -   101,689.750   594,220.810   MT  0.99993246   +0 53 15.0
 SA2281;SPC WA S     -   333,627.12  1,949,539.44   sFT  0.99993246   +0 53 15.0
 SA2281;UTM  11      - 5,123,420.774   324,364.364   MT  0.99997921   -1 38 45.2
 SA2281
 SA2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2281!SPC WA S     -   0.99996764  x   0.99993246  =   0.99990010
 SA2281!UTM  11      -   0.99996764  x   0.99997921  =   0.99994685
 SA2281
 SA2281:                Primary Azimuth Mark                     Grid Az
 SA2281:SPC WA S     -  ERIE                                     252 48 46.8
 SA2281:UTM  11      -  ERIE                                     255 20 47.0
 SA2281
 SA2281|---------------------------------------------------------------------|
 SA2281| PID    Reference Object                     Distance      Geod. Az  |
 SA2281|                                                           dddmmss.s |
 SA2281| SA2288 ERIE                                APPROX. 3.3 KM 2534201.8 |
 SA2281| SA2346 RICHLAND MUNICIPAL TANK 1           APPROX. 5.5 KM 3500009.0 |
 SA2281|---------------------------------------------------------------------|
 SA2281
 SA2281                          SUPERSEDED SURVEY CONTROL
 SA2281
 SA2281  NAD 83(1991)-  46 14 29.97589(N)    119 16 41.55852(W) AD(       ) 2
 SA2281  NAD 83(1986)-  46 14 29.98309(N)    119 16 41.55200(W) AD(       ) 2
 SA2281  NAD 27      -  46 14 30.50100(N)    119 16 37.48900(W) AD(       ) 2
 SA2281
 SA2281.Superseded values are not recommended for survey control.
 SA2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2281.See file dsdata.txt to determine how the superseded data were derived.
 SA2281
 SA2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLM2436423421(NAD 83)
 SA2281_MARKER: Z = SEE DESCRIPTION
 SA2281_SETTING: 0 = UNSPECIFIED SETTING
 SA2281_STAMPING: FRANK 1948
 SA2281_MARK LOGO: USE   
 SA2281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA2281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SA2281+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 SA2281
 SA2281  HISTORY     - Date     Condition        Report By
 SA2281  HISTORY     - 1948     MONUMENTED       USE
 SA2281  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SA2281  HISTORY     - 1972     SEE DESCRIPTION  BPA
 SA2281  HISTORY     - 1973     SEE DESCRIPTION  BPA
 SA2281  HISTORY     - 20040517 GOOD             GEOCAC
 SA2281
 SA2281                          STATION DESCRIPTION
 SA2281
 SA2281'DESCRIBED BY US ENGINEERS 1948 (WRG)
 SA2281'ABOUT 2.3 MILE S.S.W. AIRLINE FROM BUS DEPOT, RICHLAND WN.  FROM
 SA2281'Y INTERSECTION OF HIGHWAY 410 AND RICHLAND HIGHWAY, GO WEST
 SA2281'TOWARD PROSSER WN, 1.45 MILES.  STATION IS LOCATED ABOUT HALF MILE
 SA2281'SOUTH OF ROAD, NEAR HIGHEST POINT OF RIDGE, WHERE SLOPE OF RIDGE
 SA2281'BREAKS.  STANDARD U.S.E. DISC SET IN ROCK OUTCROP, AND STAMPED
 SA2281'FRANK 1948.
 SA2281
 SA2281                          STATION RECOVERY (1957)
 SA2281
 SA2281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VRS)
 SA2281'RECOVERED IN GOOD CONDITION, ABOUT 2 MILES SOUTH OF RICHLAND,
 SA2281'ABOUT 1.8 MILES WEST OF THE RICHLAND WYE, NEAR THE TOP OF A BARE
 SA2281'RIDGE, ABOUT 25 FEET NORTH OF THE EDGE OF A QUARRY.
 SA2281'
 SA2281'THE STATION IS A CORPS OF ENGINEERS DISK STAMPED FRANK 1948
 SA2281'SET IN BED ROCK, ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 SA2281'
 SA2281'TO REACH FROM UNDER THE HIGHWAY OVERPASS AT THE RICHLAND WYE, GO
 SA2281'WEST ON U.S. HIGHWAY 410 FOR 1.6 MILES, TURN LEFT (UPHILL) ON
 SA2281'A DIRT ROAD, GO 0.4 MILE TO A ROAD FORK, TAKE LEFT FORK, GO 0.4
 SA2281'MILE TO A QUARRY AND END OF TRUCK TRAVEL, PACK ALONG THE NORTH
 SA2281'EDGE OF THE QUARRY FOR ABOUT 200 YARDS TO THE STATION, NEAR THE
 SA2281'HIGHEST POINT OF THE RIDGE.
 SA2281
 SA2281                          STATION RECOVERY (1972)
 SA2281
 SA2281'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1972 (DL)
 SA2281'CORPS OF ENGINEER DISK FRANK 1948.
 SA2281'
 SA2281'STATION FOUND IN GOOD CONDITION.
 SA2281'
 SA2281'TO REACH FROM THE OVERPASS OF KENNEWICK-RICHLAND FREEWAY OVER
 SA2281'HIGHWAY U.S. NO. 12 ON SOUTH EDGE OF RICHLAND, WASHINGTON, GO
 SA2281'WESTERLY ON U.S. NO. 12 FOR 1.6 MILES TO A TRACK ROAD ON THE
 SA2281'LEFT AT THE BASE OF A PROMINENT RIDGE.  TURN LEFT ON TRACK ROAD
 SA2281'FOR 0.8 MILE TO ROCK QUARRY AND THE STATION ON TOP HIGHEST ROCK
 SA2281'CUT.
 SA2281
 SA2281                          STATION RECOVERY (1973)
 SA2281
 SA2281'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1973 (JS)
 SA2281'STATION MARK IN GOOD CONDITION.
 SA2281'
 SA2281'TO REACH THE STATION FROM THE OVERPASS OF KENNEWICK-RICHLAND
 SA2281'FREEWAY OVER U.S. 12 ON SOUTH EDGE OF RICHLAND, WASHINGTON, GO
 SA2281'WESTERLY ON U.S. 12 FOR 1.6 MILES TO A TRACK ROAD ON THE LEFT AT
 SA2281'BASE OF PROMINENT RIDGE.  TURN LEFT ON TRACK ROAD FOR 0.8 MILE
 SA2281'TO ROCK QUARRY AND STATION ON TOP OF HIGHEST ROCK CUT.
 SA2281
 SA2281                          STATION RECOVERY (2004)
 SA2281
 SA2281'RECOVERY NOTE BY GEOCACHING 2004 (GOP)
 SA2281'ROCK QUARY NO LONGER EXISTS.  SURROUNDING AREA IS NOW RICHLAND CITY
 SA2281'PARK BORDERED ON NORTH AND EAST BY SUBDIVISION.
 SA2281'FROM COLUMBIA PARK TRAIL (HWY 12) TURN SOUTH ON HILLWOOD ST FOR 1
 SA2281'BLOCK.  TURN LEFT ON RIVERWOOD ST FOR 0.5 MILE.  BEAR RIGHT ON
 SA2281'ENGLEWOOD DRIVE FOR 0.5 MILE.  TURN RIGHT ON GLENWOOD COURT FOR 500
 SA2281'YARDS TO PARKING AREA FOR LOCAL PARK.  PROCEED NORTH 130 YARDS ON
 SA2281'FOOTPATH.  LEAVE FOOTPATH AND WALK 67 YARDS SOUTH WEST UP THE HILL TO
 SA2281'HIGHEST POINT.
 SA2281'STATION IS UNDER 1 INCH OF LOOSE GRAVEL AND IS CENTERED BETWEEN 3
 SA2281'LARGE NAILS DRIVEN INTO THE GROUND EACH APPROX 12 INCHES FROM THE
 SA2281'STATION AND PROTRUDING FROM THE GROUND ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1344 ***********************************************************************
 SX1344  DESIGNATION -  FRANKLIN
 SX1344  PID         -  SX1344
 SX1344  STATE/COUNTY-  WA/KING
 SX1344  USGS QUAD   -  CUMBERLAND (1993)
 SX1344
 SX1344                         *CURRENT SURVEY CONTROL
 SX1344  ___________________________________________________________________
 SX1344* NAD 83(1991)-  47 18 51.16673(N)    121 57 37.92235(W)     ADJUSTED  
 SX1344* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 SX1344  ___________________________________________________________________
 SX1344  LAPLACE CORR-          12.93  (seconds)                    DEFLEC99
 SX1344  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 SX1344
 SX1344  HORZ ORDER  -  SECOND
 SX1344
 SX1344.The horizontal coordinates were established by classical geodetic methods
 SX1344.and adjusted by the National Geodetic Survey in December 1991..
 SX1344
 SX1344.The orthometric height was scaled from a topographic map.
 SX1344
 SX1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1344
 SX1344.The geoid height was determined by GEOID03.
 SX1344
 SX1344;                    North         East     Units Scale Factor Converg.
 SX1344;SPC WA N     -    35,559.356   414,773.177   MT  1.00003983   -0 50 21.2
 SX1344;SPC WA N     -   116,664.32  1,360,801.66   sFT  1.00003983   -0 50 21.2
 SX1344;UTM  10      - 5,240,606.293   578,561.172   MT  0.99967585   +0 45 50.9
 SX1344
 SX1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1344!SPC WA N     -   0.99994593  x   1.00003983  =   0.99998575
 SX1344!UTM  10      -   0.99994593  x   0.99967585  =   0.99962179
 SX1344
 SX1344|---------------------------------------------------------------------|
 SX1344| PID    Reference Object                     Distance      Geod. Az  |
 SX1344|                                                           dddmmss.s |
 SX1344| CF3515 FRANKLIN RM                          10.830 METERS 03312     |
 SX1344| SX1318 RATTLESNAKE MOUNTAIN AIR BEACON     APPROX.19.3 KM 0374740.3 |
 SX1344|---------------------------------------------------------------------|
 SX1344
 SX1344                          SUPERSEDED SURVEY CONTROL
 SX1344
 SX1344  NAD 83(1986)-  47 18 51.15714(N)    121 57 37.93354(W) AD(       ) 2
 SX1344  NAD 27      -  47 18 51.80200(N)    121 57 33.53400(W) AD(       ) 2
 SX1344
 SX1344.Superseded values are not recommended for survey control.
 SX1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1344.See file dsdata.txt to determine how the superseded data were derived.
 SX1344
 SX1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7856140606(NAD 83)
 SX1344_MARKER: Z = SEE DESCRIPTION
 SX1344_SETTING: 0 = UNSPECIFIED SETTING
 SX1344
 SX1344  HISTORY     - Date     Condition        Report By
 SX1344  HISTORY     - 1937     MONUMENTED       WAGS
 SX1344  HISTORY     - 1966     SEE DESCRIPTION  BPA
 SX1344
 SX1344                          STATION DESCRIPTION
 SX1344
 SX1344'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1344'STATION IS ABOUT 3/4 MILE W OF FRANKLIN (AIR LINE) AND 100 YARDS
 SX1344'N OF GROVE OF FIRS ON HIGHEST POINT OF THE HILL WHICH IS THE NE
 SX1344'EDGE OF HILL ABOVE AND S OF THE W END OF PASTURE.
 SX1344'
 SX1344'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS
 SX1344'WEDGED IN DRILL HOLES IN BOULDERS.
 SX1344'
 SX1344'STATION IS REACHED AS FOLLOWS--FROM CHAPMANS UNION SERVICE STATION
 SX1344'IN FRANKLIN GO S 0.4 MILE, TURN RIGHT AND FOLLOW MAIN TRAVELED
 SX1344'ROAD 1.5 MILES TO HOUSE AND FARM BUILDING, CONTINUE 100 YARDS TO
 SX1344'WHERE THERE IS A TURN INTO THE FIELD, 50 YARDS W OF TURN THERE IS
 SX1344'A TRAIL GOING UP HILL.  TAKE TRAIL COMING OUT AT TOP OF HILL BY
 SX1344'HOLLOW CEDAR STUMP THAT HAS BEEN USED AS A LOOKOUT.  STATION IS
 SX1344'104 FEET E OF STUMP.
 SX1344
 SX1344                          STATION RECOVERY (1966)
 SX1344
 SX1344'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1966
 SX1344'THE STATION RECOVERED IN GOOD CONDITION.  THE TIMBER HAS GROWN
 SX1344'AT THIS SITE AND IT WILL TAKE A CONSIDERABLE AMOUNT OF CLEARING FOR
 SX1344'A LINE OF SIGHT OUT IN ANY DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1320 ***********************************************************************
 SV1320  DESIGNATION -  FRANSEEN
 SV1320  PID         -  SV1320
 SV1320  STATE/COUNTY-  WA/LINCOLN
 SV1320  USGS QUAD   -  SASSIN (1980)
 SV1320
 SV1320                         *CURRENT SURVEY CONTROL
 SV1320  ___________________________________________________________________
 SV1320* NAD 83(1991)-  47 25 18.45923(N)    117 54 10.33327(W)     ADJUSTED  
 SV1320* NAVD 88     -       706.7    (meters)    2319.     (feet)  VERTCON   
 SV1320  ___________________________________________________________________
 SV1320  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 SV1320  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SV1320
 SV1320  HORZ ORDER  -  THIRD
 SV1320
 SV1320.The horizontal coordinates were established by classical geodetic methods
 SV1320.and adjusted by the National Geodetic Survey in December 1991..
 SV1320
 SV1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1320
 SV1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1320
 SV1320.The geoid height was determined by GEOID03.
 SV1320
 SV1320;                    North         East     Units Scale Factor Converg.
 SV1320;SPC WA N     -    51,105.775   721,069.199   MT  1.00001551   +2 10 54.4
 SV1320;SPC WA N     -   167,669.53  2,365,707.86   sFT  1.00001551   +2 10 54.4
 SV1320;UTM  11      - 5,252,433.416   431,901.057   MT  0.99965699   -0 39 53.5
 SV1320
 SV1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1320!SPC WA N     -   0.99989223  x   1.00001551  =   0.99990773
 SV1320!UTM  11      -   0.99989223  x   0.99965699  =   0.99954925
 SV1320
 SV1320:                Primary Azimuth Mark                     Grid Az
 SV1320:SPC WA N     -  FRANSEEN AZ MK                           076 21 50.0
 SV1320:UTM  11      -  FRANSEEN AZ MK                           079 12 37.9
 SV1320
 SV1320|---------------------------------------------------------------------|
 SV1320| PID    Reference Object                     Distance      Geod. Az  |
 SV1320|                                                           dddmmss.s |
 SV1320| CF1466 FRANSEEN AZ MK                                     0783244.4 |
 SV1320| CF1467 FRANSEEN RM 1                        22.370 METERS 09416     |
 SV1320| CF1468 FRANSEEN RM 2                        18.559 METERS 16204     |
 SV1320|---------------------------------------------------------------------|
 SV1320
 SV1320                          SUPERSEDED SURVEY CONTROL
 SV1320
 SV1320  NAD 83(1986)-  47 25 18.46911(N)    117 54 10.32764(W) AD(       ) 3
 SV1320  NAD 27      -  47 25 18.90700(N)    117 54 06.52900(W) AD(       ) 3
 SV1320  NGVD 29 (07/19/86)  705.5    (m)         2315.     (f) VERT ANG       
 SV1320
 SV1320.Superseded values are not recommended for survey control.
 SV1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1320.See file dsdata.txt to determine how the superseded data were derived.
 SV1320
 SV1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN3190152433(NAD 83)
 SV1320_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1320
 SV1320  HISTORY     - Date     Condition        Report By
 SV1320  HISTORY     - 1950     MONUMENTED       CGS
 SV1320  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SV1320
 SV1320                          STATION DESCRIPTION
 SV1320
 SV1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SV1320'THE STATION IS LOCATED IN AN UNCULTIVATED FIELD NEAR A CROSS ROAD,
 SV1320'ABOUT 6 MILES AIRLINE WEST OF TYLER, ABOUT 6 MILES AIRLINE
 SV1320'SOUTH-SOUTHEAST OF EDWALL AND ABOUT 9 MILES AIRLINE NORTH-NORTHEAST
 SV1320'OF SPRAGUE.
 SV1320'
 SV1320'TO REACH THE STATION FROM THE POST OFFICE IN SPRAGUE, GO EAST ON
 SV1320'U.S. HIGHWAY 10 FOR 0.15 MILE TO A CROSS ROAD.  TURN LEFT ONTO STATE
 SV1320'HIGHWAY 2G AS PER SIGN EDWALL 17 AND GO 9.2 MILES TO A CROSS ROAD
 SV1320'AND THE STATION ON THE RIGHT.
 SV1320'
 SV1320'THE STATION MARK IS A STANDARD DISK STAMPED FRANSEEN 1950 SET IN
 SV1320'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 4
 SV1320'INCHES ABOVE THE GROUND.  IT IS 7.2 FEET SOUTH OF A WHITE WITNESS
 SV1320'POST, ABOUT 13 FEET SOUTH OF A FENCE LINE, ABOUT 38 FEET SOUTH OF THE
 SV1320'CENTER LINE OF A GRAVELED ROAD AND ABOUT 170 FEET EAST OF THE
 SV1320'CENTER LINE OF STATE HIGHWAY 2G.
 SV1320'
 SV1320'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED FRANSEEN NO 1
 SV1320'1950 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 SV1320'ABOUT 1 INCH ABOVE THE GROUND.  IT IS ABOUT 2 FEET SOUTH OF A FENCE
 SV1320'LINE, ABOUT 28 FEET SOUTH OF THE GRAVELED ROAD AND ABOUT 2 FEET
 SV1320'LOWER THAN THE STATION.
 SV1320'
 SV1320'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED FRANSEEN NO 2
 SV1320'1950 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 SV1320'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 70 FEET SOUTH OF A
 SV1320'FENCE LINE, ABOUT 95 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED
 SV1320'ROAD AND ABOUT 6 INCHES LOWER THAN THE STATION.
 SV1320'
 SV1320'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF THE GRAVELED
 SV1320'EAST-WEST ROAD THAT RUNS PAST THE STATION AND IS A STANDARD DISK
 SV1320'STAMPED FRANSEEN 1950 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 SV1320'THAT IS ABOUT FLUSH WITH THE SURROUNDING ROCK.  IT IS 3.2 FEET WEST
 SV1320'OF A 3-FOOT CAIRN, ABOUT 38 FEET SOUTH OF A FENCE LINE AND ABOUT
 SV1320'72 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD.
 SV1320'
 SV1320'THE SUBSTITUTE STATION IS THE INTERSECTION OF THE CENTER LINES OF
 SV1320'STATE HIGHWAY 2G AND A GRAVELED ROAD THAT RUNS APPROXIMATELY
 SV1320'NORTHWEST AND SOUTHEAST AT THE INTERSECTION.  IT IS ABOUT 3 FEET
 SV1320'LOWER THAN THE STATION.
 SV1320'
 SV1320'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 SV1320'ROAD FOR 0.4 MILE TO A CAIRN AND THE AZIMUTH MARK ON THE RIGHT.
 SV1320'
 SV1320'THE STATION IS 7.2 FEET SOUTH SOUTHEAST OF A WHITE WITNESS POST.
 SV1320'
 SV1320'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 SV1320
 SV1320                          STATION RECOVERY (1965)
 SV1320
 SV1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 SV1320'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT REFERENCE MARK
 SV1320'NO. 1 PROJECTS ABOUT 4 INCHES INSTEAD OF 1 INCH.
 SV1320'
 SV1320'THE STATION MARK AND REFERENCE MARK NO. 2 ARE ON SEPARATE SMALL
 SV1320'MOUNDS.  REFERENCE MARK NO. 1 IS AT THE NORTHWEST EDGE OF A SMALL
 SV1320'MOUND.  A METAL WITNESS POST WAS SET 2 FEET SOUTH OF THE STATION
 SV1320'MARK.
 SV1320'
 SV1320'THE AZIMUTH MARK IS IN AN OUTCROP ABOUT 8 FEET HIGHER THAN THE ROAD,
 SV1320'10 FEET NORTH OF A ROW OF POWER POLES AND 50 YARDS WEST OF POLE NO.
 SV1320'Y 69.
 SV1320'
 SV1320'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 395 AND STATE
 SV1320'HIGHWAY 23, 3 BLOCKS EAST OF THE POST OFFICE IN SPRAGUE, GO NORTH ON
 SV1320'STATE HIGHWAY 23, FOR 1.1 MILES TO A Y, KEEP RIGHT AND GO NORTH ON
 SV1320'STATE HIGHWAY 231 FOR 8.6 MILES TO A CROSSROAD AND THE STATION ON
 SV1320'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1313 ***********************************************************************
 SW1313  DESIGNATION -  FRANZ
 SW1313  PID         -  SW1313
 SW1313  STATE/COUNTY-  WA/ADAMS
 SW1313  USGS QUAD   -  WEBER (1981)
 SW1313
 SW1313                         *CURRENT SURVEY CONTROL
 SW1313  ___________________________________________________________________
 SW1313* NAD 83(1991)-  47 01 08.63705(N)    118 53 26.06014(W)     ADJUSTED  
 SW1313* NAVD 88     -       471.4    (meters)    1547.     (feet)  VERTCON   
 SW1313  ___________________________________________________________________
 SW1313  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 SW1313  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 SW1313
 SW1313  HORZ ORDER  -  SECOND
 SW1313
 SW1313.The horizontal coordinates were established by classical geodetic methods
 SW1313.and adjusted by the National Geodetic Survey in December 1991..
 SW1313
 SW1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1313
 SW1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1313
 SW1313.The geoid height was determined by GEOID03.
 SW1313
 SW1313;                    North         East     Units Scale Factor Converg.
 SW1313;SPC WA S     -   188,620.870   622,347.651   MT  0.99994327   +1 10 08.7
 SW1313;SPC WA S     -   618,833.64  2,041,818.92   sFT  0.99994327   +1 10 08.7
 SW1313;UTM  11      - 5,209,017.324   356,321.095   MT  0.99985372   -1 23 00.0
 SW1313
 SW1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1313!SPC WA S     -   0.99992934  x   0.99994327  =   0.99987261
 SW1313!UTM  11      -   0.99992934  x   0.99985372  =   0.99978307
 SW1313
 SW1313|---------------------------------------------------------------------|
 SW1313| PID    Reference Object                     Distance      Geod. Az  |
 SW1313|                                                           dddmmss.s |
 SW1313| CF1470 FRANZ RM 1                            9.985 METERS 04756     |
 SW1313| CF1469 FRANZ AZ MK                                        0745839.6 |
 SW1313| CF1471 FRANZ RM 2                            9.350 METERS 14450     |
 SW1313|---------------------------------------------------------------------|
 SW1313
 SW1313                          SUPERSEDED SURVEY CONTROL
 SW1313
 SW1313  NAD 83(1986)-  47 01 08.64698(N)    118 53 26.05041(W) AD(       ) 2
 SW1313  NAD 27      -  47 01 09.13600(N)    118 53 22.04700(W) AD(       ) 2
 SW1313  NGVD 29 (07/19/86)  470.3    (m)         1543.     (f) VERT ANG       
 SW1313
 SW1313.Superseded values are not recommended for survey control.
 SW1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1313.See file dsdata.txt to determine how the superseded data were derived.
 SW1313
 SW1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN5632109017(NAD 83)
 SW1313_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SW1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SW1313
 SW1313  HISTORY     - Date     Condition        Report By
 SW1313  HISTORY     - 1950     MONUMENTED       CGS
 SW1313
 SW1313                          STATION DESCRIPTION
 SW1313
 SW1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 SW1313'STATION IS LOCATED, AIRLINE, ABOUT 6 MILES NORTHEAST OF WARDEN, 4
 SW1313'MILES SOUTHWEST OF SCHRAG, ON THE PROPERTY OF VICK FRANZ WHO LIVES
 SW1313'2 MILES NORTHEAST OF THE STATION.  IT IS ON THE HIGHEST PART OF A
 SW1313'FLAT TOPPED HILL THAT IS PLANTED IN WHEAT.
 SW1313'
 SW1313'STATION MARK, STAMPED FRANZ 1950, IS A STANDARD BRONZE DISK SET IN
 SW1313'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND 14 INCHES BELOW
 SW1313'THE SURFACE OF THE GROUND.
 SW1313'
 SW1313'REFERENCE MARK NUMBER 1, STAMPED FRANZ NO 1 1950, IS A STANDARD
 SW1313'BRONZE DISK SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER
 SW1313'AND 14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT THE SAME
 SW1313'ELEVATION AS THE STATION.
 SW1313'
 SW1313'REFERENCE MARK NUMBER 2, STAMPED FRANZ NO 2 1950, IS A STANDARD
 SW1313'BRONZE DISK SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER
 SW1313'AND 14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT THE SAME
 SW1313'ELEVATION AS THE STATION.
 SW1313'
 SW1313'AZIMUTH MARK, STAMPED FRANZ 1950, IS A STANDARD BRONZE DISK SET IN
 SW1313'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 SW1313'ABOVE THE GROUND.  TO REACH FROM THE STATION, GO EAST NORTHEAST,
 SW1313'ACROSS WHEAT FIELD, FOR 0.8 MILE TO GRAVELED ROAD.  THE AZIMUTH MARK
 SW1313'IS 30 FEET WEST OF THE CENTERLINE OF THE ROAD AND 2 FEET NORTH OF A
 SW1313'POWER LINE POLE.
 SW1313'
 SW1313'THE STATION IS REACHED AS FOLLOWS--FROM THE SCHOOL BUILDING IN THE
 SW1313'TOWN OF SCHRAG GO SOUTH ON GRAVELED ROAD, TOWARDS ROXBORO, FOR 3.2
 SW1313'MILES.  TURN RIGHT, WEST, AND GO 1.0 MILE.  TURN LEFT AND GO 1.0
 SW1313'MILE.  TURN RIGHT ON FARM ROAD ALONG FENCELINE AND GO 1.0 MILE.
 SW1313'TURN RIGHT THROUGH WIRE GATE AND GO 0.2 MILE OVER FIELD.  TURN
 SW1313'RIGHT, EAST NORTHEAST, AND GO THROUGH FIELD FOR 0.2 MILE TO THE
 SW1313'HIGHEST POINT AND STATION.
 SW1313'
 SW1313'NOTE--DO NOT DRIVE OVER WHEAT WITHOUT FIRST GETTING PERMISSION FROM
 SW1313'VICK FRANZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1407 ***********************************************************************
 TR1407  DESIGNATION -  FRED
 TR1407  PID         -  TR1407
 TR1407  STATE/COUNTY-  WA/SKAGIT
 TR1407  USGS QUAD   -  DECEPTION PASS (1978)
 TR1407
 TR1407                         *CURRENT SURVEY CONTROL
 TR1407  ___________________________________________________________________
 TR1407* NAD 83(1991)-  48 25 08.97013(N)    122 40 12.28793(W)     ADJUSTED  
 TR1407* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR1407  ___________________________________________________________________
 TR1407  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 TR1407  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 TR1407
 TR1407  HORZ ORDER  -  THIRD
 TR1407
 TR1407.The horizontal coordinates were established by classical geodetic methods
 TR1407.and adjusted by the National Geodetic Survey in December 1991..
 TR1407
 TR1407.The orthometric height was scaled from a topographic map.
 TR1407
 TR1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1407
 TR1407.The geoid height was determined by GEOID03.
 TR1407
 TR1407;                    North         East     Units Scale Factor Converg.
 TR1407;SPC WA N     -   159,409.788   364,065.013   MT  0.99995606   -1 22 03.0
 TR1407;SPC WA N     -   522,996.95  1,194,436.63   sFT  0.99995606   -1 22 03.0
 TR1407;UTM  10      - 5,362,942.215   524,410.515   MT  0.99960732   +0 14 48.4
 TR1407
 TR1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1407!SPC WA N     -   1.00000311  x   0.99995606  =   0.99995917
 TR1407!UTM  10      -   1.00000311  x   0.99960732  =   0.99961043
 TR1407
 TR1407|---------------------------------------------------------------------|
 TR1407| PID    Reference Object                     Distance      Geod. Az  |
 TR1407|                                                           dddmmss.s |
 TR1407| CF8743 FRED RM 1                            11.405 METERS 00841     |
 TR1407| TR1403 ROSARIO BEACH HOUSE CUPOLA CAT      362.290 METERS 04815     |
 TR1407| TR1434 DECEPTION PASS LIGHT                APPROX. 1.6 KM 1410044.6 |
 TR1407| TR1420 PASS                                APPROX. 2.0 KM 1640456.7 |
 TR1407|---------------------------------------------------------------------|
 TR1407
 TR1407                          SUPERSEDED SURVEY CONTROL
 TR1407
 TR1407  NAD 83(1986)-  48 25 08.97214(N)    122 40 12.29291(W) AD(       ) 3
 TR1407  NAD 27      -  48 25 09.60500(N)    122 40 07.65900(W) AD(       ) 3
 TR1407
 TR1407.Superseded values are not recommended for survey control.
 TR1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1407.See file dsdata.txt to determine how the superseded data were derived.
 TR1407
 TR1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2441162942(NAD 83)
 TR1407_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1407_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TR1407
 TR1407  HISTORY     - Date     Condition        Report By
 TR1407  HISTORY     - 1934     MONUMENTED       NPS
 TR1407  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1407  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1407
 TR1407                          STATION DESCRIPTION
 TR1407
 TR1407'DESCRIBED BY NATIONAL PARK SERVICE 1934
 TR1407'STATION IS LOCATED ON NORTHWEST ISLAND, WHICH IS A SMALL ROCKY
 TR1407'ISLAND LYING 1/2 MILE W AND 3/4 MILE N OF THE W ENTRANCE TO
 TR1407'DECEPTION PASS.  STATION IS IN THE E-CENTRAL PART OF ISLAND, ON
 TR1407'THE HIGHEST KNOLL, AND IS MARKED BY A STANDARD DISK STAMPED
 TR1407'FRED.  AS ISLAND IS VERY SMALL AND DEVOID OF ANY TREES OR BRUSH,
 TR1407'MARK WILL BE EASILY RECOVERED.
 TR1407'
 TR1407'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 TR1407'DESCRIBED IN NOTE 1C.
 TR1407'
 TR1407'NO REFERENCE MARK WAS SET, AS A BRONZE DISK OF THE U.S. LAND
 TR1407'OFFICE WAS FOUND WHICH SUITABLY SERVES THE PURPOSE.  THIS DISK IS
 TR1407'SIMILAR TO U.S.C. AND G.S. DISKS, AND BEARS THE MARKING SHOWN
 TR1407'BELOW.  IT IS LOCATED ON THE EXTREME NE POINT OF THE ISLAND, AT
 TR1407'ABOUT HIGH TIDE LEVEL, AND IS ON A ROCKY LEDGE EXTENDING SHARPLY
 TR1407'OUT INTO THE WATER.
 TR1407'
 TR1407'(AUXILIARY MEANDER CORNER OF THE U.S. LAND OFFICE, MARKER
 TR1407'A M C--T34N, R1W, S22, 1928.)
 TR1407
 TR1407                          STATION RECOVERY (1939)
 TR1407
 TR1407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1407'ON NORTHWEST ISLAND, NEAR THE CENTER AND ON THE HIGHEST PART OF THE
 TR1407'ISLET, MARKED BY A STANDARD DISK SET IN A MASS OF CONCRETE AND
 TR1407'STAMPED FRED 1939 (DATE ADDED BY PARTY).
 TR1407'
 TR1407'A REFERENCE MARK WAS ESTABLISHED, MARKED BY A STANDARD BRONZE DISK
 TR1407'CEMENTED INTO A DRILL HOLE IN A GRAY BOULDER AND STAMPED 1 - 1939.
 TR1407
 TR1407                          STATION RECOVERY (1960)
 TR1407
 TR1407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1407'THE STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 TR1407'AS DESCRIBED BY R.W.K. IN 1939.  THE DISTANCE TO THE REFERENCE MARK
 TR1407'WAS VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1490 ***********************************************************************
 TR1490  DESIGNATION -  FREE
 TR1490  PID         -  TR1490
 TR1490  STATE/COUNTY-  WA/ISLAND
 TR1490  USGS QUAD   -  FREELAND (1978)
 TR1490
 TR1490                         *CURRENT SURVEY CONTROL
 TR1490  ___________________________________________________________________
 TR1490* NAD 83(1991)-  48 01 56.71839(N)    122 32 43.81502(W)     ADJUSTED  
 TR1490* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 TR1490  ___________________________________________________________________
 TR1490  LAPLACE CORR-         -11.75  (seconds)                    DEFLEC99
 TR1490  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 TR1490
 TR1490  HORZ ORDER  -  SECOND
 TR1490
 TR1490.The horizontal coordinates were established by classical geodetic methods
 TR1490.and adjusted by the National Geodetic Survey in December 1991..
 TR1490
 TR1490.The orthometric height was scaled from a topographic map.
 TR1490
 TR1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1490
 TR1490.The geoid height was determined by GEOID03.
 TR1490
 TR1490;                    North         East     Units Scale Factor Converg.
 TR1490;SPC WA N     -   116,207.104   372,326.490   MT  0.99994336   -1 16 29.1
 TR1490;SPC WA N     -   381,256.14  1,221,541.16   sFT  0.99994336   -1 16 29.1
 TR1490;UTM  10      - 5,320,003.699   533,882.060   MT  0.99961411   +0 20 16.6
 TR1490
 TR1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1490!SPC WA N     -   0.99998865  x   0.99994336  =   0.99993201
 TR1490!UTM  10      -   0.99998865  x   0.99961411  =   0.99960276
 TR1490
 TR1490:                Primary Azimuth Mark                     Grid Az
 TR1490:SPC WA N     -  HACKNEY IS WATER TANK                    011 22 15.7
 TR1490:UTM  10      -  HACKNEY IS WATER TANK                    009 45 30.0
 TR1490
 TR1490|---------------------------------------------------------------------|
 TR1490| PID    Reference Object                     Distance      Geod. Az  |
 TR1490|                                                           dddmmss.s |
 TR1490| TR1498 HACKNEY IS WATER TANK               APPROX. 7.6 KM 0100546.6 |
 TR1490| TR1464 SARATOGA PASSAGE LIGHT 2            APPROX.11.4 KM 0130311.7 |
 TR1490| CF8745 FREE RM 1                            28.376 METERS 11447     |
 TR1490| CF8744 FREE AZ MK                                         1722303.4 |
 TR1490| CF8746 FREE RM 2                            31.918 METERS 34507     |
 TR1490|---------------------------------------------------------------------|
 TR1490
 TR1490                          SUPERSEDED SURVEY CONTROL
 TR1490
 TR1490  NAD 83(1986)-  48 01 56.71731(N)    122 32 43.81854(W) AD(       ) 2
 TR1490  NAD 27      -  48 01 57.38700(N)    122 32 39.27200(W) AD(       ) 2
 TR1490
 TR1490.Superseded values are not recommended for survey control.
 TR1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1490.See file dsdata.txt to determine how the superseded data were derived.
 TR1490
 TR1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3388220004(NAD 83)
 TR1490_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1490
 TR1490  HISTORY     - Date     Condition        Report By
 TR1490  HISTORY     - 1954     MONUMENTED       CGS
 TR1490  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TR1490  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1490
 TR1490                          STATION DESCRIPTION
 TR1490
 TR1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR1490'THE STATION IS ON A WOODED NORTH-AND-SOUTH RIDGE, ABOUT 10 MILES
 TR1490'(AIRLINE) NORTHWEST OF THE SOUTH END OF WHIDBEY ISLAND, 2 MILES
 TR1490'(AIRLINE) NORTH OF MUTINY BAY, AND JUST WEST OF THE SOUTH END OF
 TR1490'HOLMES HARBOR.
 TR1490'
 TR1490'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF FREELAND, GO
 TR1490'WEST 0.2 MILE TO A CROSSROAD.  TURN RIGHT, NORTH, AND CONTINUE
 TR1490'UP GRADE FOR 0.85 MILE TO A SIDE ROAD RIGHT LEADING TO THE HOLMES
 TR1490'HARBOR GOLF COURSE.  CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO THE
 TR1490'AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 TR1490'TO THE STATION ON THE LEFT.
 TR1490'
 TR1490'STATION MARKS, ARE STANDARD DISKS, STAMPED FREE 1954.  THE
 TR1490'SURFACE STATION MARK IS SET IN A SQUARE CONCRETE MONUMENT, 110
 TR1490'FEET WEST OF THE GRAVEL ROAD, ABOUT 75 FEET SOUTH OF A WOODS
 TR1490'ROAD, AND 4.4 FEET EAST OF A STANDARD WITNESS POST.  THE MONUMENT
 TR1490'IS SET FLUSH WITH THE GROUND.  THE UNDERGROUND STATION MARK IS
 TR1490'SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW GROUND.
 TR1490'
 TR1490'REFERENCE MARK 1, A STANDARD DISK SET IN A SQUARE CONCRETE
 TR1490'MONUMENT, AND STAMPED FREE NO 1 1954, IS 17 FEET WEST OF THE
 TR1490'GRAVEL ROAD ON THE SHOULDER OF THE ROAD RIGHT-OF-WAY.  THE MONUMENT
 TR1490'PROJECTS 8 INCHES ABOVE GROUND.
 TR1490'
 TR1490'REFERENCE MARK 2, A STANDARD DISK SET IN A SQUARE CONCRETE
 TR1490'MONUMENT, AND STAMPED FREE NO 2 1954, IS 9 FEET NORTH OF THE WOODS
 TR1490'ROAD.  THE MONUMENT PROJECTS 8 INCHES ABOVE GROUND.
 TR1490'
 TR1490'AZIMUTH MARK, A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT,
 TR1490'AND STAMPED FREE 1954, IS 25 FEET EAST OF THE GRAVEL ROAD LEADING
 TR1490'TO STATION, 8 FEET SOUTH OF A WOODS ROAD, AND 4 FEET WEST OF A
 TR1490'FENCE LINE.  THE MONUMENT PROJECTS 4 INCHES ABOVE GROUND.
 TR1490'
 TR1490'NOTE--A 103-FT. STEEL TOWER WAS USED.
 TR1490
 TR1490                          STATION RECOVERY (1958)
 TR1490
 TR1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNH)
 TR1490'ORIGINAL DESCRIPTION ADEQUATE.  EXCEPT FOREST ROAD TO STATION
 TR1490'ALMOST OBLITERATED.
 TR1490'
 TR1490'NEED TOWER FOR ANY OBSERVATIONS.
 TR1490'
 TR1490'DID NOT FIND AZIMUTH MARK.
 TR1490
 TR1490                          STATION RECOVERY (1960)
 TR1490
 TR1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1490'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 TR1490'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT THE WOODS
 TR1490'ROAD IS NOT RECOGNIZABLE AND THE AZIMUTH MARK IS NOT VISIBLE
 TR1490'FROM THE GROUND AT THE STATION.
 TR1490'
 TR1490'DISTANCES TO THE REFERENCE MARKS AND THE STAMPINGS THEREON WERE
 TR1490'VERIFIED AND CONFORMED TO THOSE GIVEN IN THE DESCRIPTION.  THE
 TR1490'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2145 ***********************************************************************
 TR2145  DESIGNATION -  FREEMAN 1894
 TR2145  PID         -  TR2145
 TR2145  STATE/COUNTY-  WA/SAN JUAN
 TR2145  USGS QUAD   -  EASTSOUND (1994)
 TR2145
 TR2145                         *CURRENT SURVEY CONTROL
 TR2145  ___________________________________________________________________
 TR2145* NAD 83(1991)-  48 41 57.16030(N)    122 57 06.55423(W)     ADJUSTED  
 TR2145* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 TR2145  ___________________________________________________________________
 TR2145  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 TR2145  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 TR2145
 TR2145  HORZ ORDER  -  THIRD
 TR2145
 TR2145.The horizontal coordinates were established by classical geodetic methods
 TR2145.and adjusted by the National Geodetic Survey in December 1991..
 TR2145
 TR2145.The orthometric height was scaled from a topographic map.
 TR2145
 TR2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2145
 TR2145.The geoid height was determined by GEOID03.
 TR2145
 TR2145;                    North         East     Units Scale Factor Converg.
 TR2145;SPC WA N     -   191,075.175   344,075.870   MT  0.99999376   -1 34 38.1
 TR2145;SPC WA N     -   626,885.80  1,128,855.58   sFT  0.99999376   -1 34 38.1
 TR2145;UTM  10      - 5,394,020.513   503,545.133   MT  0.99960015   +0 02 10.3
 TR2145
 TR2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2145!SPC WA N     -   1.00000304  x   0.99999376  =   0.99999680
 TR2145!UTM  10      -   1.00000304  x   0.99960015  =   0.99960319
 TR2145
 TR2145                          SUPERSEDED SURVEY CONTROL
 TR2145
 TR2145  NAD 83(1986)-  48 41 57.16081(N)    122 57 06.55399(W) AD(       ) 3
 TR2145  NAD 27      -  48 41 57.78600(N)    122 57 01.89700(W) AD(       ) 3
 TR2145
 TR2145.Superseded values are not recommended for survey control.
 TR2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2145.See file dsdata.txt to determine how the superseded data were derived.
 TR2145
 TR2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU0354594021(NAD 83)
 TR2145_MARKER: H = DRILL HOLE
 TR2145_SETTING: 0 = UNSPECIFIED SETTING
 TR2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR2145
 TR2145  HISTORY     - Date     Condition        Report By
 TR2145  HISTORY     - 1894     MONUMENTED       CGS
 TR2145  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2145  HISTORY     - 1973     GOOD             USGS
 TR2145  HISTORY     - 1983     SEE DESCRIPTION  USPSQD
 TR2145  HISTORY     - 1987     GOOD             USPSQD
 TR2145
 TR2145                          STATION DESCRIPTION
 TR2145
 TR2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2145'ON W END OF FREEMAN ISLAND (1 MILE S FROM POINT DOUGHTY), 5 PACES
 TR2145'FROM EXTREME POINT, 5 PACES FROM EDGE OF CLIFF IN LINE TO SIGNAL
 TR2145'ROSE, 4-1/2 PACES FROM EDGE OF CLIFF TOWARD POINT DOUGHTY, AND
 TR2145'ABOUT 15 FEET ABOVE THE TIDES.  THE ROCK IS COVERED WITH THIN SOIL
 TR2145'AND GRASS.  STATION IS MARKED BY A 5/8-INCH HOLE DRILLED 2 INCHES
 TR2145'DEEP IN CONGLOMERATE ROCK, AFTER SOIL HAD BEEN REMOVED.  THE
 TR2145'NEAREST TREE, DISTANT 21 PACES, IS A JUNIPER 8 INCHES IN DIAMETER,
 TR2145'NOT MARKED.  AND 3-1/2 FEET NE FROM IT THE SIGNAL IS BROUGHT IN LINE
 TR2145'WITH EAST POINT LIGHTHOUSE.
 TR2145
 TR2145                          STATION RECOVERY (1940)
 TR2145
 TR2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2145'ON THE W END OF A SMALL ISLAND ON THE E SIDE OF PRESIDENT CHANNEL
 TR2145'AND CLOSE TO THE SHORE OF ORCAS ISLAND 5.5 NAUTICAL MILES FROM
 TR2145'PATOS ISLAND LIGHT.  POINT DOUGHTY AND THE E END OF PATOS ISLAND ARE
 TR2145'IN RANGE.  STATION IS 4 METERS BACK FROM THE EDGE OF THE LOW CLIFF
 TR2145'AT THE W END OF THE ISLAND, 3 METERS FROM THE S SIDE OF THE FLAT, AND
 TR2145'ABOUT 15 FEET ABOVE HIGH WATER.
 TR2145'
 TR2145'OLD DRILL HOLE WAS RECOVERED AND RE-MARKED.
 TR2145'
 TR2145'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 TR2145'IN OUTCROPPING BEDROCK, DISTANT 4.560 METERS.
 TR2145
 TR2145                          STATION RECOVERY (1973)
 TR2145
 TR2145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2145'STATION WAS FOUND AS DESCRIBED, NEW ELEV ESTABLISHED.
 TR2145
 TR2145                          STATION RECOVERY (1983)
 TR2145
 TR2145'RECOVERY NOTE BY US POWER SQUADRON 1983 (MLM)
 TR2145'FREEMAN 1894-1940 RECOVERED GOOD.
 TR2145'
 TR2145'RECOVERED AS DESCRIBED EXCEPT THAT DISTANCE BETWEEN MARKER AND
 TR2145'WESTERLY POINT OF FREEMAN ISLAND WOULD APPEAR TO BE CONSIDERABLY
 TR2145'REDUCED.  I WOULD SUGGEST THE RELOCATION OF THIS MARKER BEFORE
 TR2145'THE ROCK IS COMPLETELY ERODED AWAY.  DID NOT LOCATE THE REFERENCE
 TR2145'MARKER.
 TR2145
 TR2145                          STATION RECOVERY (1987)
 TR2145
 TR2145'RECOVERY NOTE BY US POWER SQUADRON 1987 (LG)
 TR2145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2039 ***********************************************************************
 TR2039  DESIGNATION -  FREEZE
 TR2039  PID         -  TR2039
 TR2039  STATE/COUNTY-  WA/SAN JUAN
 TR2039  USGS QUAD   -  BLAKELY ISLAND (1994)
 TR2039
 TR2039                         *CURRENT SURVEY CONTROL
 TR2039  ___________________________________________________________________
 TR2039* NAD 83(1991)-  48 32 01.21687(N)    122 50 47.08254(W)     ADJUSTED  
 TR2039* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 TR2039  ___________________________________________________________________
 TR2039  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 TR2039  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 TR2039
 TR2039  HORZ ORDER  -  SECOND
 TR2039
 TR2039.The horizontal coordinates were established by classical geodetic methods
 TR2039.and adjusted by the National Geodetic Survey in December 1991..
 TR2039
 TR2039.The orthometric height was scaled from a topographic map.
 TR2039
 TR2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2039
 TR2039.The geoid height was determined by GEOID03.
 TR2039
 TR2039;                    North         East     Units Scale Factor Converg.
 TR2039;SPC WA N     -   172,465.161   351,350.840   MT  0.99996857   -1 29 55.6
 TR2039;SPC WA N     -   565,829.45  1,152,723.55   sFT  0.99996857   -1 29 55.6
 TR2039;UTM  10      - 5,375,629.733   511,338.325   MT  0.99960158   +0 06 54.3
 TR2039
 TR2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2039!SPC WA N     -   1.00000196  x   0.99996857  =   0.99997053
 TR2039!UTM  10      -   1.00000196  x   0.99960158  =   0.99960354
 TR2039
 TR2039|---------------------------------------------------------------------|
 TR2039| PID    Reference Object                     Distance      Geod. Az  |
 TR2039|                                                           dddmmss.s |
 TR2039| CF8747 FREEZE RM 1                          10.565 METERS 01654     |
 TR2039| CF8748 FREEZE RM 2                          14.148 METERS 11353     |
 TR2039| TR2047 THATCH                              APPROX. 2.3 KM 1170045.7 |
 TR2039| TR2038 PORT STANLEY PINE TREE ON SPIT      APPROX. 2.8 KM 3180719.8 |
 TR2039|---------------------------------------------------------------------|
 TR2039
 TR2039                          SUPERSEDED SURVEY CONTROL
 TR2039
 TR2039  NAD 83(1986)-  48 32 01.21957(N)    122 50 47.08542(W) AD(       ) 2
 TR2039  NAD 27      -  48 32 01.85000(N)    122 50 42.45100(W) AD(       ) 2
 TR2039
 TR2039.Superseded values are not recommended for survey control.
 TR2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2039.See file dsdata.txt to determine how the superseded data were derived.
 TR2039
 TR2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1133875630(NAD 83)
 TR2039_MARKER: Z = SEE DESCRIPTION
 TR2039_SETTING: 0 = UNSPECIFIED SETTING
 TR2039
 TR2039  HISTORY     - Date     Condition        Report By
 TR2039  HISTORY     - 1939     MONUMENTED       CGS
 TR2039  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TR2039
 TR2039                          STATION DESCRIPTION
 TR2039
 TR2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (CAE)
 TR2039'STATION IS ON THE SW CORNER OF FROST ISLAND, 30 METERS N OF THE
 TR2039'HIGH-WATER LINE, 50 FEET ABOVE HIGH WATER, AND ABOUT 30 METERS W
 TR2039'OF A 3-FOOT FIR TREE, THIS TREE BEING THE MOST SOUTHERLY OF THE
 TR2039'TREES ON THE ISLAND.  FAUNTLEROY POINT AND SHANNON POINT ON
 TR2039'FIDALGO ISLAND ARE ON RANGE LOOKING EASTWARD THROUGH THATCHER
 TR2039'PASS.
 TR2039'
 TR2039'THE STATION MARK, A STANDARD BRONZE DISK, IS SET IN AN OUTCROP
 TR2039'OF ROCK, AND STAMPED FREEZE 1939.
 TR2039'
 TR2039'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 TR2039'HOLE IN OUTCROPPING BEDROCK, IS N OF THE STATION, ABOUT 6 FEET
 TR2039'HIGHER IN ELEVATION THAN THE STATION SITE, AND IS STAMPED NO.1
 TR2039'FREEZE 1939.
 TR2039'
 TR2039'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 TR2039'HOLE, IN A BOULDER THAT PROJECTS ABOVE THE GROUND, IS E OF THE
 TR2039'STATION, AND STAMPED NO.2 FREEZE 1939.
 TR2039'
 TR2039'STATION CAN BE REACHED BY LANDING ON THE SW CORNER OF THE ISLAND.
 TR2039
 TR2039                          STATION RECOVERY (1950)
 TR2039
 TR2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GAN)
 TR2039'STATION WAS FOUND AS DESCRIBED.  ADD THE WORD DIAMETER BETWEEN
 TR2039'3-FOOT AND FIR.  DIRECTIONS WERE NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2873 ***********************************************************************
 SY2873  DESIGNATION -  FREGARIA HOUSE EAST GABLE
 SY2873  PID         -  SY2873
 SY2873  STATE/COUNTY-  WA/KITSAP
 SY2873  USGS QUAD   -  OLALLA (1994)
 SY2873
 SY2873                         *CURRENT SURVEY CONTROL
 SY2873  ___________________________________________________________________
 SY2873* NAD 83(1991)-  47 27 49.71774(N)    122 31 54.96694(W)     ADJUSTED  
 SY2873* NAVD 88     -                                                        
 SY2873  ___________________________________________________________________
 SY2873  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 SY2873  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SY2873
 SY2873  HORZ ORDER  -  THIRD
 SY2873
 SY2873.The horizontal coordinates were established by classical geodetic methods
 SY2873.and adjusted by the National Geodetic Survey in December 1991..
 SY2873
 SY2873
 SY2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2873
 SY2873.The geoid height was determined by GEOID03.
 SY2873
 SY2873;                    North         East     Units Scale Factor Converg.
 SY2873;SPC WA N     -    52,980.880   371,942.861   MT  1.00000695   -1 15 52.7
 SY2873;SPC WA N     -   173,821.44  1,220,282.54   sFT  1.00000695   -1 15 52.7
 SY2873;SPC WA S     -   238,789.713   346,813.544   MT  1.00003248   -1 28 33.6
 SY2873;SPC WA S     -   783,429.25  1,137,837.44   sFT  1.00003248   -1 28 33.6
 SY2873;UTM  10      - 5,256,813.956   535,275.745   MT  0.99961529   +0 20 41.6
 SY2873
 SY2873                          SUPERSEDED SURVEY CONTROL
 SY2873
 SY2873  NAD 83(1986)-  47 27 49.70996(N)    122 31 54.97715(W) AD(       ) 4
 SY2873  NAD 27      -  47 27 50.35800(N)    122 31 50.50000(W) AD(       ) 3
 SY2873
 SY2873.Superseded values are not recommended for survey control.
 SY2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2873.See file dsdata.txt to determine how the superseded data were derived.
 SY2873
 SY2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET3527656814(NAD 83)
 SY2873
 SY2873  HISTORY     - Date     Condition        Report By
 SY2873  HISTORY     - UNK      MONUMENTED
 SY2873  HISTORY     - 1966     SEE DESCRIPTION  CGS
 SY2873
 SY2873                          STATION DESCRIPTION
 SY2873
 SY2873'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (HJS)
 SY2873'THIS STATION PLOTS JUST SOUTH OF THE DOCK AT FREGARIA.  ALL THAT
 SY2873'REMAINS OF THE DOCK IS SEVERAL PILING, AND ABOUT 30 YARDS SOUTH OF
 SY2873'THIS, THERE IS AN OLD-TYPE STORE BUILDING WITH AN EAST GABLE, WHICH
 SY2873'WAS EVIDENTLY THE POINT INTERSECTED.  THE BUILDING HAS A SQUARE
 SY2873'FRONT BUILT UP OVER THE ROOF ON THE WEST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3963 ***********************************************************************
 SY3963  DESIGNATION -  FREMONT
 SY3963  PID         -  SY3963
 SY3963  STATE/COUNTY-  WA/KING
 SY3963  USGS QUAD   -  
 SY3963
 SY3963                         *CURRENT SURVEY CONTROL
 SY3963  ___________________________________________________________________
 SY3963* NAD 83(1991)-  47 39 20.23512(N)    122 21 33.01519(W)     ADJUSTED  
 SY3963* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 SY3963  ___________________________________________________________________
 SY3963  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 SY3963  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 SY3963
 SY3963  HORZ ORDER  -  SECOND
 SY3963
 SY3963.The horizontal coordinates were established by classical geodetic methods
 SY3963.and adjusted by the National Geodetic Survey in December 1991..
 SY3963
 SY3963.The orthometric height was scaled from a topographic map.
 SY3963
 SY3963.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3963
 SY3963.The geoid height was determined by GEOID03.
 SY3963
 SY3963;                    North         East     Units Scale Factor Converg.
 SY3963;SPC WA N     -    74,029.421   385,388.517   MT  0.99997461   -1 08 09.7
 SY3963;SPC WA N     -   242,878.19  1,264,395.49   sFT  0.99997461   -1 08 09.7
 SY3963;UTM  10      - 5,278,223.967   548,120.150   MT  0.99962845   +0 28 25.1
 SY3963
 SY3963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3963!SPC WA N     -   0.99999900  x   0.99997461  =   0.99997361
 SY3963!UTM  10      -   0.99999900  x   0.99962845  =   0.99962745
 SY3963
 SY3963|---------------------------------------------------------------------|
 SY3963| PID    Reference Object                     Distance      Geod. Az  |
 SY3963|                                                           dddmmss.s |
 SY3963| CF6654 FREMONT RM 1                         13.957 METERS 02315     |
 SY3963| CF6655 FREMONT RM 1 RESET                   13.929 METERS 02318     |
 SY3963| CF6656 FREMONT RM 2                         19.070 METERS 09402     |
 SY3963| SY3968 SEATTLE CITY MON 2ND AVE NW          10.653 METERS 11909     |
 SY3963| SY3999 PUGET SOUND N POWER TOWER CENTER LI APPROX. 0.8 KM 1464613.2 |
 SY3963| SY3973 PUGET SOUND S POWER TOWER CENTER LI APPROX. 0.8 KM 1560348.2 |
 SY3963| SY4112 SOUTH POWER TOWER EAST LIGHT        408.370 METERS 1953907.8 |
 SY3963| SY4111 SOUTH POWER TOWER WEST LIGHT        408.792 METERS 1955207.2 |
 SY3963| SY3827 NORTH POWER TOWER EAST LIGHT        281.363 METERS 20254     |
 SY3963| SY3826 NORTH POWER TOWER WEST LIGHT        281.972 METERS 20312     |
 SY3963| SY4765 LAWTON 1933 ECC                     APPROX. 4.0 KM 2741146.0 |
 SY3963| SY4721 MILL BRICK STACK MALTESE CROSS      APPROX. 1.7 KM 2940631.9 |
 SY3963| SY4033 SEATTLE CEDAR SHINGLE MILL STK      APPROX. 1.4 KM 2943227.5 |
 SY3963| SY4675 SEATTLE HALIBUT OIL COMPANY BRICK S APPROX. 1.4 KM 2944753.1 |
 SY3963|---------------------------------------------------------------------|
 SY3963
 SY3963                          SUPERSEDED SURVEY CONTROL
 SY3963
 SY3963  NAD 83(1986)-  47 39 20.22881(N)    122 21 33.02003(W) AD(       ) 2
 SY3963  NAD 27      -  47 39 20.87600(N)    122 21 28.56400(W) AD(       ) 2
 SY3963
 SY3963.Superseded values are not recommended for survey control.
 SY3963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3963.See file dsdata.txt to determine how the superseded data were derived.
 SY3963
 SY3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4812078224(NAD 83)
 SY3963_MARKER: Z = SEE DESCRIPTION
 SY3963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY3963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY3963+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 SY3963
 SY3963  HISTORY     - Date     Condition        Report By
 SY3963  HISTORY     - 1934     MONUMENTED       WAGS
 SY3963  HISTORY     - 1936     SEE DESCRIPTION  CGS
 SY3963  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SY3963  HISTORY     - 1977     GOOD             NOS
 SY3963  HISTORY     - 20040827 GOOD             USPSQD
 SY3963  HISTORY     - 20060606 GOOD             USPSQD
 SY3963
 SY3963                          STATION DESCRIPTION
 SY3963
 SY3963'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1934
 SY3963'STATION IS LOCATED ON THE NW CORNER OF SECOND AVENUE NW AND W
 SY3963'FORTIETH STREET.  IT IS A STANDARD BRONZE DISK SET IN A SQUARE
 SY3963'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE REFERENCE MARKS ARE
 SY3963'STANDARD DISKS SET IN DRILL HOLES ON THE CURB, AS SHOWN IN THE
 SY3963'SKETCH.
 SY3963'
 SY3963'STATION IS PLACED ON THE W FORTIETH STREET SIDE OF THE NW CORNER IN
 SY3963'THE PARKING STRIP 4 FEET 6 INCHES S OF THE EDGE OF THE CONCRETE
 SY3963'SIDEWALK, AND 8 FEET 8 INCHES W OF THE SIDEWALK ON SECOND AVENUE
 SY3963'NW.
 SY3963'
 SY3963'REFERENCE MARK NO. 1 IS SET IN THE CURB ON THE W SIDE OF SECOND
 SY3963'AVENUE NW N OF THE INTERSECTION.
 SY3963'
 SY3963'REFERENCE MARK NO. 2 IS SET IN THE CURB ON THE N SIDE OF W FORTIETH
 SY3963'STREET JUST E OF THE INTERSECTION.
 SY3963'
 SY3963'REQUIRES A TRIPOD 12 FEET HIGH TO SEE STATIONS BALLARD, HIGH.
 SY3963
 SY3963                          STATION RECOVERY (1936)
 SY3963
 SY3963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (HJO)
 SY3963'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 SY3963
 SY3963                          STATION RECOVERY (1954)
 SY3963
 SY3963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CP)
 SY3963'THE STATION IS ADEQUATELY DESCRIBED, EXCEPT THAT REFERENCE MARK NO
 SY3963'1 WAS RESET IN NEW CURBING, AFTER REPAIRS BY THE SEATTLE
 SY3963'ENGINEERING DEPARTMENT.  THE DIRECTIONS AND DISTANCES WERE
 SY3963'RE-MEASURED TO THE REFERENCE MARKS AS INDICATED.
 SY3963'
 SY3963'THE AZIMUTH TO LAWTON WATER TANK, 1940 IS 94 DEG 11 MIN 48.25 SEC, AS
 SY3963'DETERMINED BY INVERSE POSITION COMPUTATION.
 SY3963'
 SY3963'THE GEOGRAPHIC POSITION OF THE CITY MONUMENT AT 2ND AVENUE NW AND W
 SY3963'40TH STREET IS DETERMINED FROM THE MEASURED DISTANCE AND DIRECTION
 SY3963'APPLIED TO THE INITIAL AZIMUTH.
 SY3963
 SY3963                          STATION RECOVERY (1977)
 SY3963
 SY3963'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY3963'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SY3963
 SY3963                          STATION RECOVERY (2004)
 SY3963
 SY3963'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 SY3963'RECOVERED IN GOOD CONDITION.
 SY3963
 SY3963                          STATION RECOVERY (2006)
 SY3963
 SY3963'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY3963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3984 ***********************************************************************
 SY3984  DESIGNATION -  FREMONT AVE SCHOOL FLAGPOLE
 SY3984  PID         -  SY3984
 SY3984  STATE/COUNTY-  WA/KING
 SY3984  USGS QUAD   -  
 SY3984
 SY3984                         *CURRENT SURVEY CONTROL
 SY3984  ___________________________________________________________________
 SY3984* NAD 83(1991)-  47 39 16.99002(N)    122 20 55.45071(W)     ADJUSTED  
 SY3984* NAVD 88     -                                                        
 SY3984  ___________________________________________________________________
 SY3984  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 SY3984  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SY3984
 SY3984  HORZ ORDER  -  THIRD
 SY3984
 SY3984.The horizontal coordinates were established by classical geodetic methods
 SY3984.and adjusted by the National Geodetic Survey in December 1991..
 SY3984
 SY3984
 SY3984.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3984
 SY3984.The geoid height was determined by GEOID03.
 SY3984
 SY3984;                    North         East     Units Scale Factor Converg.
 SY3984;SPC WA N     -    73,913.733   386,170.223   MT  0.99997473   -1 07 41.7
 SY3984;SPC WA N     -   242,498.64  1,266,960.14   sFT  0.99997473   -1 07 41.7
 SY3984;UTM  10      - 5,278,130.315   548,904.526   MT  0.99962939   +0 28 52.9
 SY3984
 SY3984                          SUPERSEDED SURVEY CONTROL
 SY3984
 SY3984  NAD 83(1986)-  47 39 16.98277(N)    122 20 55.45549(W) AD(       ) 4
 SY3984  NAD 27      -  47 39 17.62900(N)    122 20 51.00000(W) AD(       ) 3
 SY3984
 SY3984.Superseded values are not recommended for survey control.
 SY3984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3984.See file dsdata.txt to determine how the superseded data were derived.
 SY3984
 SY3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4890578130(NAD 83)
 SY3984
 SY3984  HISTORY     - Date     Condition        Report By
 SY3984  HISTORY     - UNK      MONUMENTED
 SY3984  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY3984  HISTORY     - 20040827 MARK NOT FOUND   USPSQD
 SY3984
 SY3984                          STATION DESCRIPTION
 SY3984
 SY3984'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY3984'A FLAGPOLE FORMERLY AT THE B.F. DAY SCHOOL AT LINDEN AVENUE AND
 SY3984'NORTH THIRTY-NINTH STREET.  THE INTERSECTION STATION HAS BEEN
 SY3984'REMOVED.  THE PRESENT STEEL TUBULAR FLAGPOLE CANNOT HAVE BEEN THE
 SY3984'SAME OBJECT SINCE IT WOULD NOT HAVE BEEN VISIBLE FROM FREMONT,
 SY3984'HIDDEN BY AND LOWER THAN THE SCHOOL BUILDING.
 SY3984
 SY3984                          STATION RECOVERY (2004)
 SY3984
 SY3984'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 SY3984'AGREE WITH 1952 DESCRIPTION NOTES CONCERNING THE PRESENT FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3987 ***********************************************************************
 SY3987  DESIGNATION -  FREMONT AVE SCHOOL VENTILATOR
 SY3987  PID         -  SY3987
 SY3987  STATE/COUNTY-  WA/KING
 SY3987  USGS QUAD   -  
 SY3987
 SY3987                         *CURRENT SURVEY CONTROL
 SY3987  ___________________________________________________________________
 SY3987* NAD 83(1991)-  47 39 16.68718(N)    122 20 56.77703(W)     ADJUSTED  
 SY3987* NAVD 88     -                                                        
 SY3987  ___________________________________________________________________
 SY3987  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 SY3987  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SY3987
 SY3987  HORZ ORDER  -  THIRD
 SY3987
 SY3987.The horizontal coordinates were established by classical geodetic methods
 SY3987.and adjusted by the National Geodetic Survey in December 1991..
 SY3987
 SY3987
 SY3987.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3987
 SY3987.The geoid height was determined by GEOID03.
 SY3987
 SY3987;                    North         East     Units Scale Factor Converg.
 SY3987;SPC WA N     -    73,904.927   386,142.368   MT  0.99997475   -1 07 42.7
 SY3987;SPC WA N     -   242,469.75  1,266,868.75   sFT  0.99997475   -1 07 42.7
 SY3987;UTM  10      - 5,278,120.734   548,876.939   MT  0.99962936   +0 28 51.9
 SY3987
 SY3987                          SUPERSEDED SURVEY CONTROL
 SY3987
 SY3987  NAD 83(1986)-  47 39 16.67932(N)    122 20 56.78222(W) AD(       ) 4
 SY3987  NAD 27      -  47 39 17.32700(N)    122 20 52.32600(W) AD(       ) 3
 SY3987
 SY3987.Superseded values are not recommended for survey control.
 SY3987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3987.See file dsdata.txt to determine how the superseded data were derived.
 SY3987
 SY3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4887778121(NAD 83)
 SY3987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY3987+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 SY3987
 SY3987  HISTORY     - Date     Condition        Report By
 SY3987  HISTORY     - UNK      MONUMENTED
 SY3987  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY3987  HISTORY     - 20040827 GOOD             USPSQD
 SY3987
 SY3987                          STATION DESCRIPTION
 SY3987
 SY3987'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY3987'THE HOODED VENTILATOR ON THE RIDGE OF THE S HALF OF THE B.F. DAY
 SY3987'SCHOOL AT LINDEN AVENUE AND N THIRTY-NINTH STREET.  ERRONEOUSLY
 SY3987'REPORTED AS THE FREMONT AVENUE SCHOOL IN 1915.
 SY3987
 SY3987                          STATION RECOVERY (2004)
 SY3987
 SY3987'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 SY3987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1143 ***********************************************************************
 SB1143  DESIGNATION -  FREMONT LO
 SB1143  PID         -  SB1143
 SB1143  STATE/COUNTY-  WA/PIERCE
 SB1143  USGS QUAD   -  SUNRISE (1971)
 SB1143
 SB1143                         *CURRENT SURVEY CONTROL
 SB1143  ___________________________________________________________________
 SB1143* NAD 83(1991)-  46 56 01.63150(N)    121 40 31.64559(W)     ADJUSTED  
 SB1143* NAVD 88     -      2189.9    (meters)    7185.     (feet)  VERTCON   
 SB1143  ___________________________________________________________________
 SB1143  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 SB1143  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 SB1143
 SB1143  HORZ ORDER  -  THIRD
 SB1143
 SB1143.The horizontal coordinates were established by classical geodetic methods
 SB1143.and adjusted by the National Geodetic Survey in December 1991..
 SB1143
 SB1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1143
 SB1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1143
 SB1143.The geoid height was determined by GEOID03.
 SB1143
 SB1143;                    North         East     Units Scale Factor Converg.
 SB1143;SPC WA S     -   178,559.579   410,498.352   MT  0.99993310   -0 51 13.8
 SB1143;SPC WA S     -   585,824.22  1,346,776.68   sFT  0.99993310   -0 51 13.8
 SB1143;UTM  10      - 5,198,657.559   600,822.879   MT  0.99972494   +0 58 03.9
 SB1143
 SB1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1143!SPC WA S     -   0.99965985  x   0.99993310  =   0.99959298
 SB1143!UTM  10      -   0.99965985  x   0.99972494  =   0.99938489
 SB1143
 SB1143:                Primary Azimuth Mark                     Grid Az
 SB1143:SPC WA S     -  SUN TOP LO                               027 34 23.7
 SB1143:UTM  10      -  SUN TOP LO                               025 45 06.0
 SB1143
 SB1143|---------------------------------------------------------------------|
 SB1143| PID    Reference Object                     Distance      Geod. Az  |
 SB1143|                                                           dddmmss.s |
 SB1143| SX1590 SUN TOP LO                          APPROX.13.3 KM 0264309.9 |
 SB1143| CS4872 FREMONT LO LOH                       28.184 METERS 33829     |
 SB1143|---------------------------------------------------------------------|
 SB1143
 SB1143                          SUPERSEDED SURVEY CONTROL
 SB1143
 SB1143  NAD 83(1986)-  46 56 01.64097(N)    121 40 31.65881(W) AD(       ) 3
 SB1143  NGVD 29 (11/26/90) 2188.6    (m)         7180.     (f) VERT ANG       
 SB1143
 SB1143.Superseded values are not recommended for survey control.
 SB1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1143.See file dsdata.txt to determine how the superseded data were derived.
 SB1143
 SB1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFS0082398658(NAD 83)
 SB1143_MARKER: DS = TRIANGULATION STATION DISK
 SB1143_SETTING: 0 = UNSPECIFIED SETTING
 SB1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SB1143
 SB1143  HISTORY     - Date     Condition        Report By
 SB1143  HISTORY     - 1971     MONUMENTED       USGS
 SB1143
 SB1143                          STATION DESCRIPTION
 SB1143
 SB1143'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 SB1143'LOCATED ABOUT 8 MI NE. OF MT. RAINIER, ABOUT 2.0 MI NW. OF
 SB1143'SUNRISE LODGE, ABOUT 1 MI N. OF FROZEN LAKE, ABOUT 15 FT W. OF
 SB1143'SMALL TOP.
 SB1143'
 SB1143'REACHED BY HELICOPTER.
 SB1143'
 SB1143'STATION MARK--STANDARD TABLET STAMPED---FREMONT LO---.
 SB1143'
 SB1143'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4012 ***********************************************************************
 SY4012  DESIGNATION -  FREMONT NEW CHURCH STEEPLE
 SY4012  PID         -  SY4012
 SY4012  STATE/COUNTY-  WA/KING
 SY4012  USGS QUAD   -  
 SY4012
 SY4012                         *CURRENT SURVEY CONTROL
 SY4012  ___________________________________________________________________
 SY4012* NAD 83(1991)-  47 39 29.37976(N)    122 20 23.55142(W)     ADJUSTED  
 SY4012* NAVD 88     -                                                        
 SY4012  ___________________________________________________________________
 SY4012  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 SY4012  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SY4012
 SY4012  HORZ ORDER  -  THIRD
 SY4012
 SY4012.The horizontal coordinates were established by classical geodetic methods
 SY4012.and adjusted by the National Geodetic Survey in December 1991..
 SY4012
 SY4012
 SY4012.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4012
 SY4012.The geoid height was determined by GEOID03.
 SY4012
 SY4012;                    North         East     Units Scale Factor Converg.
 SY4012;SPC WA N     -    74,283.231   386,843.217   MT  0.99997425   -1 07 17.9
 SY4012;SPC WA N     -   243,710.90  1,269,168.12   sFT  0.99997425   -1 07 17.9
 SY4012;UTM  10      - 5,278,518.437   549,566.647   MT  0.99963019   +0 29 16.6
 SY4012
 SY4012                          SUPERSEDED SURVEY CONTROL
 SY4012
 SY4012  NAD 83(1986)-  47 39 29.37229(N)    122 20 23.55641(W) AD(       ) 4
 SY4012  NAD 27      -  47 39 30.01700(N)    122 20 19.10500(W) AD(       ) 3
 SY4012
 SY4012.Superseded values are not recommended for survey control.
 SY4012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4012.See file dsdata.txt to determine how the superseded data were derived.
 SY4012
 SY4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4956778518(NAD 83)
 SY4012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY4012+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 SY4012
 SY4012  HISTORY     - Date     Condition        Report By
 SY4012  HISTORY     - UNK      MONUMENTED
 SY4012  HISTORY     - 1952     SEE DESCRIPTION  CGS
 SY4012  HISTORY     - 20040827 GOOD             USPSQD
 SY4012
 SY4012                          STATION DESCRIPTION
 SY4012
 SY4012'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (SG)
 SY4012'THE BALL ON THE BELFRY OF THE CENTRAL PRESBYTERIAN CHURCH AT N
 SY4012'FORTY SECOND STREET AND ASHWORTH AVENUE, NW CORNER.  THE CHURCH
 SY4012'WAS ERECTED IN 1915.
 SY4012
 SY4012                          STATION RECOVERY (2004)
 SY4012
 SY4012'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 SY4012'CHURCH IS NOW NAMED THE WALLINGFORD PRESBYTERIAN CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1173 ***********************************************************************
 TP1173  DESIGNATION -  FRENCH
 TP1173  PID         -  TP1173
 TP1173  STATE/COUNTY-  WA/OKANOGAN
 TP1173  USGS QUAD   -  PATEROS (1992)
 TP1173
 TP1173                         *CURRENT SURVEY CONTROL
 TP1173  ___________________________________________________________________
 TP1173* NAD 83(1991)-  48 06 57.08546(N)    119 57 36.09617(W)     ADJUSTED  
 TP1173* NAVD 88     -       933.2    (meters)    3062.     (feet)  VERTCON   
 TP1173  ___________________________________________________________________
 TP1173  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 TP1173  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TP1173
 TP1173  HORZ ORDER  -  THIRD
 TP1173
 TP1173.The horizontal coordinates were established by classical geodetic methods
 TP1173.and adjusted by the National Geodetic Survey in December 1991..
 TP1173
 TP1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1173
 TP1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1173
 TP1173.The geoid height was determined by GEOID03.
 TP1173
 TP1173;                    North         East     Units Scale Factor Converg.
 TP1173;SPC WA N     -   124,432.484   565,019.613   MT  0.99994225   +0 39 00.7
 TP1173;SPC WA N     -   408,242.24  1,853,735.18   sFT  0.99994225   +0 39 00.7
 TP1173;UTM  11      - 5,333,415.791   279,700.702   MT  1.00019636   -2 12 16.6
 TP1173;UTM  10      - 5,333,647.922   726,248.708   MT  1.00022901   +2 15 51.1
 TP1173
 TP1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1173!SPC WA N     -   0.99985670  x   0.99994225  =   0.99979896
 TP1173!UTM  11      -   0.99985670  x   1.00019636  =   1.00005303
 TP1173!UTM  10      -   0.99985670  x   1.00022901  =   1.00008568
 TP1173
 TP1173|---------------------------------------------------------------------|
 TP1173| PID    Reference Object                     Distance      Geod. Az  |
 TP1173|                                                           dddmmss.s |
 TP1173| CF1472 FRENCH RM 1                           2.719 METERS 21821     |
 TP1173| CF1473 FRENCH RM 2                           3.005 METERS 30942     |
 TP1173| TQ0442 LEECHER 2                           APPROX.15.3 KM 3481135.5 |
 TP1173|---------------------------------------------------------------------|
 TP1173
 TP1173                          SUPERSEDED SURVEY CONTROL
 TP1173
 TP1173  NAD 83(1986)-  48 06 57.09048(N)    119 57 36.08706(W) AD(       ) 3
 TP1173  NAD 27      -  48 06 57.57212(N)    119 57 31.83249(W) AD(       ) 3
 TP1173  NGVD 29 (07/19/86)  932.0    (m)         3058.     (f) VERT ANG       
 TP1173
 TP1173.Superseded values are not recommended for survey control.
 TP1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1173.See file dsdata.txt to determine how the superseded data were derived.
 TP1173
 TP1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP7970133416(NAD 83)
 TP1173_MARKER: DD = SURVEY DISK
 TP1173_SETTING: 66 = SET IN ROCK OUTCROP
 TP1173
 TP1173  HISTORY     - Date     Condition        Report By
 TP1173  HISTORY     - 1956     MONUMENTED       USGS
 TP1173  HISTORY     - 1968     GOOD             USGS
 TP1173
 TP1173                          STATION DESCRIPTION
 TP1173
 TP1173'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1173'LOCATED ABOUT 18.5 MI NW. OF BREWSTER, 6 MI NW. OF PATEROS.  ON A
 TP1173'FAIRLY PROMINENT GRASS-COVERED HILL BETWEEN SWAMP CREEK AND
 TP1173'FRENCH CREEK DRAINAGES.
 TP1173'
 TP1173'TO REACH FROM INTERSECTION OF U.S. WY. 97 AND WATSON RD. IN
 TP1173'PATEROS, DRIVE N. ON WATSON RD. 2.9 MI TO T-RD., CONTINUE
 TP1173'STRAIGHT AHEAD 2 MI TO RD. FORKS AND SIGN FRENCH CREEK RD..
 TP1173'TAKE LEFT FORK 0.4 MI TO DIM TRACK RD. LEFT THROUGH WIRE GATE AND
 TP1173'INTO CANYON.  TURN LEFT, PASS THROUGH GATE 0.4 MI TO RD. FORKS.
 TP1173'TAKE LEFT FORK ACROSS CREEK 0.5 MI TO RD. FORKS AND VERY DIM
 TP1173'TRACK RD. RIGHT.  TAKE RIGHT FORK 0.3 MI TO SPRING AND GROUP OF
 TP1173'PINE TREES RIGHT, CONTINUE 0.2 MI TO END OF RD. AT DRAW AND FIELD
 TP1173'CORNER LEFT.  PACK STRAIGHT AHEAD TOWARD TWO ROUNDED, ROCKY KNOBS
 TP1173'AND STATION ON TOP OF RIGHT-HAND KNOB.  ABOUT A 25-MINUTE PACK.
 TP1173'
 TP1173'STATION MARK--STANDARD TABLET STAMPED---FRENCH 1956---, CEMENTED IN
 TP1173'DRILL HOLE IN GRANITE OUTCROP SET FLUSH WITH GROUND.
 TP1173'
 TP1173'RM NO. 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN DRILL
 TP1173'HOLE IN ROCK OUTCROP.
 TP1173'
 TP1173'RM NO. 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN DRILL
 TP1173'HOLE IN ROCK OUTCROP.
 TP1173
 TP1173                          STATION RECOVERY (1968)
 TP1173
 TP1173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TP1173'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1547 ***********************************************************************
 TR1547  DESIGNATION -  FRENCH 1871
 TR1547  PID         -  TR1547
 TR1547  STATE/COUNTY-  WA/JEFFERSON
 TR1547  USGS QUAD   -  NORDLAND (1973)
 TR1547
 TR1547                         *CURRENT SURVEY CONTROL
 TR1547  ___________________________________________________________________
 TR1547* NAD 83(1991)-  48 05 06.90219(N)    122 43 35.85310(W)     ADJUSTED  
 TR1547* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1547  ___________________________________________________________________
 TR1547  LAPLACE CORR-         -10.10  (seconds)                    DEFLEC99
 TR1547  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 TR1547
 TR1547  HORZ ORDER  -  THIRD
 TR1547
 TR1547.The horizontal coordinates were established by classical geodetic methods
 TR1547.and adjusted by the National Geodetic Survey in December 1991..
 TR1547
 TR1547.The orthometric height was scaled from a topographic map.
 TR1547
 TR1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1547
 TR1547.The geoid height was determined by GEOID03.
 TR1547
 TR1547;                    North         East     Units Scale Factor Converg.
 TR1547;SPC WA N     -   122,395.483   358,967.657   MT  0.99994242   -1 24 34.5
 TR1547;SPC WA N     -   401,559.18  1,177,713.05   sFT  0.99994242   -1 24 34.5
 TR1547;UTM  10      - 5,325,811.688   520,358.854   MT  0.99960509   +0 12 12.3
 TR1547
 TR1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1547!SPC WA N     -   1.00000283  x   0.99994242  =   0.99994525
 TR1547!UTM  10      -   1.00000283  x   0.99960509  =   0.99960792
 TR1547
 TR1547                          SUPERSEDED SURVEY CONTROL
 TR1547
 TR1547  NAD 83(1986)-  48 05 06.90189(N)    122 43 35.85815(W) AD(       ) 3
 TR1547  NAD 27      -  48 05 07.57600(N)    122 43 31.25600(W) AD(       ) 3
 TR1547
 TR1547.Superseded values are not recommended for survey control.
 TR1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1547.See file dsdata.txt to determine how the superseded data were derived.
 TR1547
 TR1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2035925812(NAD 83)
 TR1547
 TR1547  HISTORY     - Date     Condition        Report By
 TR1547  HISTORY     - 1871     MONUMENTED       COASUR
 TR1547  HISTORY     - 1908     SEE DESCRIPTION  CGS
 TR1547  HISTORY     - 1919     SEE DESCRIPTION  CGS
 TR1547  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TR1547
 TR1547                          STATION DESCRIPTION
 TR1547
 TR1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WHB)
 TR1547'STATION RECOVERED IN 1908 AND FOUND IN GOOD CONDITION.  DESCRIPTION
 TR1547'BY J.S. LAWSON, 1871, STILL HOLDS GOOD.  A REFERENCE MARK CONSISTS
 TR1547'OF A 6- BY 26-INCH SEWER TILE PLACED BACK FROM STATION 4.87
 TR1547'METERS.  FROM THE REFERENCE MARK STATION FRENCH BEARS 87 DEG 59
 TR1547'MIN TO RIGHT OF LINE TO STEEPLE OF COURTHOUSE IN PORT TOWNSEND.
 TR1547'
 TR1547'TILE PROJECTS ABOUT 3 INCHES ABOVE GROUND AND TOP IS FILLED WITH
 TR1547'CONCRETE WITH INVERTED NAIL TO MARK POINT.
 TR1547
 TR1547                          STATION RECOVERY (1919)
 TR1547
 TR1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (AMS)
 TR1547'REFERENCE MARK PLACED BY W.H.B. IN 1908 RECOVERED, BUT STATION MARK
 TR1547'HAS SLID OVER BANK WHICH HAS BEEN ERODED.
 TR1547
 TR1547                          STATION RECOVERY (1941)
 TR1547
 TR1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1547'STATION LOST.  MARK FOUND ON GROUND OUT OF PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1546 ***********************************************************************
 TR1546  DESIGNATION -  FRENCH 2
 TR1546  PID         -  TR1546
 TR1546  STATE/COUNTY-  WA/JEFFERSON
 TR1546  USGS QUAD   -  NORDLAND (1973)
 TR1546
 TR1546                         *CURRENT SURVEY CONTROL
 TR1546  ___________________________________________________________________
 TR1546* NAD 83(1991)-  48 05 06.74947(N)    122 43 36.27477(W)     ADJUSTED  
 TR1546* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 TR1546  ___________________________________________________________________
 TR1546  LAPLACE CORR-         -10.10  (seconds)                    DEFLEC99
 TR1546  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 TR1546
 TR1546  HORZ ORDER  -  THIRD
 TR1546
 TR1546.The horizontal coordinates were established by classical geodetic methods
 TR1546.and adjusted by the National Geodetic Survey in December 1991..
 TR1546
 TR1546.The orthometric height was scaled from a topographic map.
 TR1546
 TR1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1546
 TR1546.The geoid height was determined by GEOID03.
 TR1546
 TR1546;                    North         East     Units Scale Factor Converg.
 TR1546;SPC WA N     -   122,390.982   358,958.818   MT  0.99994242   -1 24 34.9
 TR1546;SPC WA N     -   401,544.41  1,177,684.06   sFT  0.99994242   -1 24 34.9
 TR1546;UTM  10      - 5,325,806.942   520,350.147   MT  0.99960509   +0 12 12.0
 TR1546
 TR1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1546!SPC WA N     -   1.00000283  x   0.99994242  =   0.99994525
 TR1546!UTM  10      -   1.00000283  x   0.99960509  =   0.99960792
 TR1546
 TR1546:                Primary Azimuth Mark                     Grid Az
 TR1546:SPC WA N     -  ROCK 1941                                183 44 49.7
 TR1546:UTM  10      -  ROCK 1941                                182 08 02.8
 TR1546
 TR1546|---------------------------------------------------------------------|
 TR1546| PID    Reference Object                     Distance      Geod. Az  |
 TR1546|                                                           dddmmss.s |
 TR1546| TR1545 ROCK 1941                           464.317 METERS 1822014.8 |
 TR1546| CF8750 FRENCH 2 RM 2                         5.989 METERS 20026     |
 TR1546| CF8749 FRENCH 2 RM 1                         3.420 METERS 27655     |
 TR1546| TR1549 SKOW 2                              APPROX. 0.7 KM 3002933.0 |
 TR1546| TR1517 GREEN                               APPROX. 1.3 KM 3532647.2 |
 TR1546|---------------------------------------------------------------------|
 TR1546
 TR1546                          SUPERSEDED SURVEY CONTROL
 TR1546
 TR1546  NAD 83(1986)-  48 05 06.74922(N)    122 43 36.27968(W) AD(       ) 3
 TR1546  NAD 27      -  48 05 07.42300(N)    122 43 31.67700(W) AD(       ) 3
 TR1546
 TR1546.Superseded values are not recommended for survey control.
 TR1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1546.See file dsdata.txt to determine how the superseded data were derived.
 TR1546
 TR1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2035025807(NAD 83)
 TR1546_MARKER: Z = SEE DESCRIPTION
 TR1546_SETTING: 0 = UNSPECIFIED SETTING
 TR1546
 TR1546  HISTORY     - Date     Condition        Report By
 TR1546  HISTORY     - 1941     MONUMENTED       CGS
 TR1546  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TR1546
 TR1546                          STATION DESCRIPTION
 TR1546
 TR1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RRM)
 TR1546'LOCATED ON THE MOST N POINT OF INDIAN ISLAND, ABOUT 0.45 MILE E
 TR1546'OF ENTRANCE TO KILISUT HARBOR, ON TOP OF AN 18-FOOT (APPROX. ELEV.)
 TR1546'BANK.  STATION IS 9 METERS SW OF POINT OR TIP OF BANK, 4 METERS SE
 TR1546'OF THE NW FACE OF BANK EDGE, AND 4 METERS NW OF THE SE FACE OF
 TR1546'BANK EDGE.
 TR1546'
 TR1546'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A 10- BY
 TR1546'10-INCH CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE SURFACE.  NO
 TR1546'UNDERGROUND MARK WAS SET.  STATION MARK STAMPED FRENCH 2 1941.
 TR1546'
 TR1546'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN TOP OF A 10- BY
 TR1546'10-INCH CONCRETE MONUMENT.  DISK IS STAMPED FRENCH 2 1941
 TR1546'NO 1.  IT IS W OF STATION, PROJECTS 3 INCHES, AND IS APPROXIMATELY
 TR1546'3 METERS INSIDE THE NW FACE OF THE BANK.
 TR1546'
 TR1546'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN TOP OF A 10- BY
 TR1546'10-INCH CONCRETE MONUMENT.  DISK IS STAMPED FRENCH 2 1941 NO 2.  IT
 TR1546'IS S OF STATION, PROJECTS 4 INCHES, AND IS 2 METERS INSIDE THE SE
 TR1546'FACE OF BANK.
 TR1546'
 TR1546'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
 TR1546
 TR1546                          STATION RECOVERY (1961)
 TR1546
 TR1546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN)
 TR1546'STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 TR1546'RECOVERED.  MARK MAY HAVE BEEN DESTROYED WHEN NEW ROAD WITH
 TR1546'TURN-AROUND AT END WAS CONSTRUCTED TO POINT AT APPROXIMATE LOCATION
 TR1546'OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SB1363 ***********************************************************************
 SB1363  DESIGNATION -  FRENCH BUTTE 2
 SB1363  PID         -  SB1363
 SB1363  STATE/COUNTY-  WA/SKAMANIA
 SB1363  USGS QUAD   -  FRENCH BUTTE (1994)
 SB1363
 SB1363                         *CURRENT SURVEY CONTROL
 SB1363  ___________________________________________________________________
 SB1363* NAD 83(1991)-  46 20 49.18353(N)    121 55 39.05185(W)     ADJUSTED  
 SB1363* NAVD 88     -      1618.6    (meters)    5310.     (feet)  VERTCON   
 SB1363  ___________________________________________________________________
 SB1363  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 SB1363  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 SB1363
 SB1363  HORZ ORDER  -  THIRD
 SB1363
 SB1363.The horizontal coordinates were established by classical geodetic methods
 SB1363.and adjusted by the National Geodetic Survey in April 1994..
 SB1363
 SB1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 SB1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SB1363
 SB1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 SB1363
 SB1363.The geoid height was determined by GEOID03.
 SB1363
 SB1363;                    North         East     Units Scale Factor Converg.
 SB1363;SPC WA S     -   113,662.246   390,127.744   MT  0.99992319   -1 02 13.0
 SB1363;SPC WA S     -   372,906.89  1,279,944.11   sFT  0.99992319   -1 02 13.0
 SB1363;UTM  10      - 5,133,161.100   582,524.171   MT  0.99968371   +0 46 33.7
 SB1363
 SB1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SB1363!SPC WA S     -   0.99974947  x   0.99992319  =   0.99967268
 SB1363!UTM  10      -   0.99974947  x   0.99968371  =   0.99943326
 SB1363
 SB1363                          SUPERSEDED SURVEY CONTROL
 SB1363
 SB1363  NGVD 29 (04/13/94) 1617.4    (m)         5306.     (f) VERT ANG       
 SB1363
 SB1363.Superseded values are not recommended for survey control.
 SB1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SB1363.See file dsdata.txt to determine how the superseded data were derived.
 SB1363
 SB1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES8252433161(NAD 83)
 SB1363_MARKER: DD = SURVEY DISK
 SB1363_SETTING: 66 = SET IN ROCK OUTCROP
 SB1363_SP_SET: SET IN ROCK OUTCROP
 SB1363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SB1363+STABILITY: POSITION/ELEVATION WELL
 SB1363
 SB1363  HISTORY     - Date     Condition        Report By
 SB1363  HISTORY     - 1964     MONUMENTED       USGS
 SB1363
 SB1363                          STATION DESCRIPTION
 SB1363
 SB1363'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SB1363'LOCATED ABOUT 12.5 MI S. OF RANDLE, 4.5 MI N. OF BADGER PEAK.  ON
 SB1363'TOP KNOWN AS FRENCH BUTTE.
 SB1363'
 SB1363'TO REACH FROM RANDLE, GO 5.7 MI S. ON CISPUS VALLEY RD. TO T-RD.
 SB1363'RIGHT.  TURN RIGHT 4.1 MI TO T-RD.  TURN RIGHT 1 MI TO Y-RD.  TAKE
 SB1363'LEFT FORK 1 MI TO T-RD. (BURLEY MTN. RD.).  TURN LEFT 8.1 MI TO
 SB1363'T-RD. TO BURLEY MTN. LOH, CONTINUE STRAIGHT AHEAD 3 MI TO POLE
 SB1363'PATCH FOREST CAMP LEFT, CONTINUE STRAIGHT AHEAD 0.6 MI TO T-RD.,
 SB1363'CONTINUE STRAIGHT AHEAD 1.8 MI TO RD. JCT.  TURN SHARP RIGHT
 SB1363'HEADING N. UPGRADE 0.3 MI TO STATION.
 SB1363'
 SB1363'STATION MARK--STANDARD TABLET STAMPED---FRENCH BUTTE 2 1964---, IN
 SB1363'CONCRETE AND ROCK OUTCROP AT SITE OF OLD FRENCH BUTTE LO.
 SB1363'
 SB1363'RM 1--STANDARD RM TABLET STAMPED---NO 1 1964---, IN CONCRETE POST.
 SB1363'
 SB1363'RM 2--STANDARD RM TABLET STAMPED---NO 2 1964---, IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA2387 ***********************************************************************
 SA2387  DESIGNATION -  FRENCHMAN
 SA2387  PID         -  SA2387
 SA2387  STATE/COUNTY-  WA/GRANT
 SA2387  USGS QUAD   -  FRENCHMAN HILLS LAKE (1986)
 SA2387
 SA2387                         *CURRENT SURVEY CONTROL
 SA2387  ___________________________________________________________________
 SA2387* NAD 83(1991)-  46 57 46.77233(N)    119 37 13.78198(W)     ADJUSTED  
 SA2387* NAVD 88     -       538.2    (meters)    1766.     (feet)  VERTCON   
 SA2387  ___________________________________________________________________
 SA2387  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 SA2387  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 SA2387
 SA2387  HORZ ORDER  -  FIRST
 SA2387
 SA2387.The horizontal coordinates were established by classical geodetic methods
 SA2387.and adjusted by the National Geodetic Survey in December 1991..
 SA2387
 SA2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 SA2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SA2387
 SA2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 SA2387
 SA2387.The geoid height was determined by GEOID03.
 SA2387
 SA2387;                    North         East     Units Scale Factor Converg.
 SA2387;SPC WA S     -   181,512.423   566,932.156   MT  0.99993633   +0 38 19.9
 SA2387;SPC WA S     -   595,512.01  1,860,009.92   sFT  0.99993633   +0 38 19.9
 SA2387;UTM  11      - 5,204,384.906   300,642.519   MT  1.00008849   -1 54 57.5
 SA2387
 SA2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SA2387!SPC WA S     -   0.99991892  x   0.99993633  =   0.99985525
 SA2387!UTM  11      -   0.99991892  x   1.00008849  =   1.00000740
 SA2387
 SA2387|---------------------------------------------------------------------|
 SA2387| PID    Reference Object                     Distance      Geod. Az  |
 SA2387|                                                           dddmmss.s |
 SA2387| CF5301 FRENCHMAN RM 1                        4.215 METERS 18243     |
 SA2387| SA1535 FRENCHMAN AZ MK                                    2270830.8 |
 SA2387| CF5302 FRENCHMAN RM 2                        4.413 METERS 27105     |
 SA2387|---------------------------------------------------------------------|
 SA2387
 SA2387                          SUPERSEDED SURVEY CONTROL
 SA2387
 SA2387  NAD 83(1986)-  46 57 46.78183(N)    119 37 13.77032(W) AD(       ) 1
 SA2387  NAD 27      -  46 57 47.28800(N)    119 37 09.63900(W) AD(       ) 1
 SA2387  NGVD 29 (07/19/86)  537.1    (m)         1762.     (f) VERT ANG       
 SA2387
 SA2387.Superseded values are not recommended for survey control.
 SA2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA2387.See file dsdata.txt to determine how the superseded data were derived.
 SA2387
 SA2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLN0064304385(NAD 83)
 SA2387_MARKER: DD = SURVEY DISK
 SA2387_SETTING: 80 = SET IN A BOULDER
 SA2387_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SA2387
 SA2387  HISTORY     - Date     Condition        Report By
 SA2387  HISTORY     - 1948     MONUMENTED       USGS
 SA2387  HISTORY     - 1961     GOOD             CGS
 SA2387
 SA2387                          STATION DESCRIPTION
 SA2387
 SA2387'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (WRH)
 SA2387'THE STATION IS LOCATED ON A HIGH, SAGE COVERED HILL THAT LIES
 SA2387'ALMOST IN THE CENTER OF A RANGE OF HILLS KNOWN AS THE FRENCHMAN
 SA2387'HILLS.  IT IS 1.5 MILES EAST OF DOUBLE TOWER POWERLINE, 225 FEET
 SA2387'EAST OF A WIRE FENCE, ABOUT 19 MILES AIRLINE SOUTHWEST OF MOSES
 SA2387'LAKE, ABOUT 8.0 MILES AIRLINE SOUTH OF U.S. HIGHWAY 10.
 SA2387'
 SA2387'THE STATION IS A STANDARD USGS DISK THAT IS CEMENTED IN A DRILL
 SA2387'HOLE IN A BURIED BOULDER THAT PROJECTS 2 INCHES ABOVE THE
 SA2387'GROUND.  THE DISK IS NOT STAMPED.
 SA2387'
 SA2387'REFERENCE MARK NUMBER ONE IS 1 FOOT LOWER THAN THE STATION.  THE
 SA2387'DISK IS STAMPED FRENCHMAN (USGS) NO 1 1948 AND PROJECTS 1 INCH
 SA2387'ABOVE THE GROUND.
 SA2387'
 SA2387'REFERENCE MARK NUMBER TWO IS ABOUT THE SAME ELEVATION AS THE
 SA2387'STATION.  THE DISK IS STAMPED FRENCHMAN (USGS) NO 2 1948 AND
 SA2387'PROJECTS 2 INCHES ABOVE THE GROUND.
 SA2387'
 SA2387'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK WELDED TO THE
 SA2387'TOP OF A 1 INCH IRON PIPE THAT PROJECTS 2 INCHES ABOVE THE
 SA2387'GROUND.  IT IS LOCATED UNDER THE CENTER OF THE STEEL POWERLINE
 SA2387'TOWER NUMBER 777, 55 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD,
 SA2387'110 FEET SOUTHWEST OF THE INTERSECTION OF THE SECTION LINE ROAD
 SA2387'AND THE POWERLINE ROAD.  THE DISK IS STAMPED FRENCHMAN (USGS)
 SA2387'1948.  TO REACH THE MARK FROM THE STATION GO WEST ALONG THE TOP
 SA2387'OF THE RIDGE FOR 1.5 MILES TO THE DOUBLE TOWER POWERLINE.
 SA2387'TURN LEFT, SOUTH, AND FOLLOW THE POWERLINE ROAD FOR 2.8 MILES
 SA2387'TO THE INTERSECTION WITH THE SECTION LINE ROAD AND THE
 SA2387'POWERLINE TOWER NUMBER 777 AND THE MARK AS DESCRIBED.
 SA2387'
 SA2387'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 10
 SA2387'AND STATE HIGHWAY 7 IN QUINCY GO SOUTH ON STATE HIGHWAY 7 FOR 9.0
 SA2387'MILES TO A RIGHT HAND CURVE IN THE HIGHWAY AND A GRAVEL ROAD
 SA2387'STRAIGHT AHEAD.  TAKE THE LEFT FORK, STRAIGHT AHEAD, GRAVEL ROAD,
 SA2387'FOR 1.2 MILES TO U.S. HIGHWAY 10.  CROSS OVER U.S. HIGHWAY 10 AND
 SA2387'CONTINUE, SOUTH, ON GRAVEL ROAD FOR 5.9 MILES TO A
 SA2387'T-ROAD.  CONTINUE, SOUTH, ON DIRT ROAD THAT GOES OVER THE
 SA2387'FRENCHMAN HILLS FOR 5.1 MILES TO A CROSS ROAD JUST AFTER CROSSING
 SA2387'A CATTLE GUARD.  TURN LEFT, EAST, AND FOLLOW THE SECTIONLINE
 SA2387'ROAD FOR 8.6 MILES TO THE DOUBLE TOWER POWERLINE.  TURN LEFT,
 SA2387'NORTH, AND FOLLOW THE POWERLINE ROAD FOR 2.8 MILES TO THE TOP OF
 SA2387'THE FRENCHMAN HILLS.  TURN RIGHT, EAST, AND GO CROSS
 SA2387'COUNTRY ALONG THE TOP OF THE RIDGE FOR 1.5 MILES TO A WIRE
 SA2387'FENCE.  THE STATION IS 225 FEET EAST OF THE WIRE FENCE AS
 SA2387'DESCRIBED.
 SA2387
 SA2387                          STATION RECOVERY (1961)
 SA2387
 SA2387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SA2387'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THERE HAVE BEEN
 SA2387'SEVERAL ROAD CHANGES IN THE AREA, AND THE DIRECTIONS TO THE
 SA2387'REFERENCE MARKS DID NOT CHECK WITH THE ORIGINAL DESCRIPTION.
 SA2387'
 SA2387'THE STATION IS LOCATED ON A SAGE-COVERED HILL TOWARD THE EASTERN
 SA2387'END OF THE RANGE KNOWN AS FRENCHMAN HILLS, ABOUT 19 MILES SOUTHWEST
 SA2387'OF MOSES LAKE AND 10 MILES SOUTH OF U.S. HIGHWAY 10.
 SA2387'
 SA2387'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AND
 SA2387'U.S. HIGHWAY 10 (FREEWAY) SOUTHWEST OF MOSES LAKE, GO WEST ON
 SA2387'U.S. HIGHWAY 10 FOR 10.1 MILES TO ADAMS ROAD EXIT AND
 SA2387'OVERPASS.  LEAVE THE FREEWAY AND GO SOUTH ON ADAMS ROAD FOR 9.7
 SA2387'MILES TO THE BROW OF LOWGAP PASS, CONTINUE SOUTH FOR 3.0 MILES
 SA2387'TO A PAVED CROSSROAD AND SIGN ROYAL CAMP.  TURN LEFT AND GO EAST
 SA2387'FOR 3.55 MILES TO TRIPLE-TOWER HIGH TENSION LINES CROSSING THE
 SA2387'ROAD AND THE AZIMUTH MARK ON THE RIGHT, BENEATH THE CENTER
 SA2387'TOWER, NUMBER 777.  CONTINUE EAST FOR 1.55 MILES TO A CROSSROAD
 SA2387'AND SIGN ROYAL CITY, TURN LEFT AND GO NORTH ON THE GRAVELED ROAD
 SA2387'FOR 1.15 MILES TO A FORK, TAKE THE LEFT FORK FOLLOWING THE MAIN
 SA2387'ROAD WESTERLY FOR 0.55 MILE TO A ROAD RIGHT, TURN RIGHT
 SA2387'ACROSS THE SMALL BRIDGE AT THE CANAL GATES AND PAST THE
 SA2387'BUREAU OF RECLAIMATION BUILDINGS AND CONTINUE NORTHERLY UP THE
 SA2387'GRADE FOR 1.2 MILES TO A DOUBLE-POLE POWER LINE ACROSS THE ROAD
 SA2387'AND UNDER THE TRIPLE-TOWER TRANSMISSION LINE.  TURN RIGHT AND
 SA2387'FOLLOW THE POLE LINE EASTERLY ALONG THE RIDGE FOR 1.6 MILES TO
 SA2387'THE LAST SET OF POLES ON THE RIDGE AND THE STATION ON THE LEFT.
 SA2387'
 SA2387'THE STATION MARK IS A U.S.G.S. DISK WITHOUT STAMPING, CEMENTED
 SA2387'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES AND IS 30 FEET
 SA2387'NORTHWEST OF POLE NUMBER 19/2.
 SA2387'
 SA2387'RM 1 IS A STANDARD DISK STAMPED FRENCHMAN USGS NO 1
 SA2387'1948, SET IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH AND IN THE
 SA2387'CENTER OF THE TRACK ROAD.
 SA2387'
 SA2387'RM 2 IS A STANDARD DISK STAMPED FRENCHMAN USGS NO 2
 SA2387'1948, SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 SA2387'
 SA2387'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FRENCHMAN USGS 1948,
 SA2387'WELDED TO A 1 INCH IRON PIPE THAT PROJECTS 3 INCHES AND IS 50 FEET
 SA2387'SOUTH OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SA1535 ***********************************************************************
 SA1535  DESIGNATION -  FRENCHMAN AZ MK
 SA1535  PID         -  SA1535
 SA1535  STATE/COUNTY-  WA/GRANT
 SA1535  USGS QUAD   -  ROYAL CITY (1986)
 SA1535
 SA1535                         *CURRENT SURVEY CONTROL
 SA1535  ___________________________________________________________________
 SA1535* NAD 83(1986)-  46 55 41.     (N)    119 40 29.     (W)     SCALED    
 SA1535* NAVD 88     -       344.625  (meters)    1130.66   (feet)  ADJUSTED  
 SA1535  ___________________________________________________________________
 SA1535  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SA1535  DYNAMIC HT  -         344.644 (meters)    1130.72  (feet)  COMP
 SA1535  MODELED GRAV-     980,660.9   (mgal)                       NAVD 88
 SA1535
 SA1535  VERT ORDER  -  SECOND    CLASS 0
 SA1535
 SA1535.The horizontal coordinates were scaled from a topographic map and have
 SA1535.an estimated accuracy of +/- 6 seconds.
 SA1535
 SA1535.The orthometric height was determined by differential leveling
 SA1535.and adjusted by the National Geodetic Survey in June 1991..
 SA1535
 SA1535.The geoid height was determined by GEOID03.
 SA1535
 SA1535.The dynamic height is computed by dividing the NAVD 88
 SA1535.geopotential number by the normal gravity value computed on the
 SA1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SA1535.degrees latitude (g = 980.6199 gals.).
 SA1535
 SA1535.The modeled gravity was interpolated from observed gravity values.
 SA1535
 SA1535;                    North         East    Units  Estimated Accuracy
 SA1535;SPC WA S     -   177,580.      562,850.      MT  (+/- 180 meters Scaled)
 SA1535
 SA1535                          SUPERSEDED SURVEY CONTROL
 SA1535
 SA1535  NGVD 29 (??/??/92)  343.527  (m)         1127.05   (f) ADJ UNCH    2 0
 SA1535
 SA1535.Superseded values are not recommended for survey control.
 SA1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SA1535.See file dsdata.txt to determine how the superseded data were derived.
 SA1535
 SA1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TKN963006(NAD 83)
 SA1535_MARKER: DB = BENCH MARK DISK
 SA1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SA1535_SP_SET: IRON PIPE
 SA1535_STAMPING: FRENCHMAN USGS 1948
 SA1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SA1535
 SA1535  HISTORY     - Date     Condition        Report By
 SA1535  HISTORY     - 1948     MONUMENTED       CGS
 SA1535  HISTORY     - 1959     GOOD             NGS
 SA1535  HISTORY     - 1967     GOOD             NGS
 SA1535
 SA1535                          STATION DESCRIPTION
 SA1535
 SA1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SA1535'10.75 MI W FROM ROYAL CAMP.
 SA1535'ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE U.S. BUREAU OF
 SA1535'RECLAMATION OFFICE AT ROYAL CAMP, THENCE 3.6 MILES WEST ALONG 12 ROAD
 SA1535'SW, THENCE 1.0 MILE NORTH ALONG C ROAD SW, THENCE 5.65 MILES WEST
 SA1535'ALONG 11 ROAD SW, AT THE CROSSING OF 3 TRANSMISSION LINE STEEL TOWERS,
 SA1535'DIRECTLY UNDER THE CENTER ONE, 53 FEET SOUTH OF THE CENTER LINE OF THE
 SA1535'ROAD, 0.9 FOOT SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 SA1535'ROAD, AND BRAISED ON THE TOP OF A 1-INCH IRON PIPE.
 SA1535
 SA1535                          STATION RECOVERY (1967)
 SA1535
 SA1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SA1535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4174 ***********************************************************************
 SY4174  DESIGNATION -  FRET
 SY4174  PID         -  SY4174
 SY4174  STATE/COUNTY-  WA/KING
 SY4174  USGS QUAD   -  
 SY4174
 SY4174                         *CURRENT SURVEY CONTROL
 SY4174  ___________________________________________________________________
 SY4174* NAD 83(1991)-  47 38 51.45416(N)    122 21 02.82916(W)     ADJUSTED  
 SY4174* NAVD 88     -         6.3    (meters)      21.     (feet)  VERTCON   
 SY4174  ___________________________________________________________________
 SY4174  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 SY4174  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SY4174
 SY4174  HORZ ORDER  -  THIRD
 SY4174
 SY4174.The horizontal coordinates were established by classical geodetic methods
 SY4174.and adjusted by the National Geodetic Survey in December 1991..
 SY4174
 SY4174.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4174
 SY4174.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4174
 SY4174.The geoid height was determined by GEOID03.
 SY4174
 SY4174;                    North         East     Units Scale Factor Converg.
 SY4174;SPC WA N     -    73,128.282   386,000.739   MT  0.99997573   -1 07 47.2
 SY4174;SPC WA N     -   239,921.71  1,266,404.09   sFT  0.99997573   -1 07 47.2
 SY4174;UTM  10      - 5,277,340.687   548,757.223   MT  0.99962921   +0 28 47.2
 SY4174
 SY4174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4174!SPC WA N     -   1.00000273  x   0.99997573  =   0.99997846
 SY4174!UTM  10      -   1.00000273  x   0.99962921  =   0.99963194
 SY4174
 SY4174:                Primary Azimuth Mark                     Grid Az
 SY4174:SPC WA N     -  SEATTLE PSP+L N TWR                      311 31 24.1
 SY4174:UTM  10      -  SEATTLE PSP+L N TWR                      309 54 49.7
 SY4174
 SY4174|---------------------------------------------------------------------|
 SY4174| PID    Reference Object                     Distance      Geod. Az  |
 SY4174|                                                           dddmmss.s |
 SY4174| SY4185 SEATTLE PSP+L N TWR                 APPROX. 1.0 KM 3102336.9 |
 SY4174| SY4175 WALLIN                              243.978 METERS 32256     |
 SY4174|---------------------------------------------------------------------|
 SY4174
 SY4174                          SUPERSEDED SURVEY CONTROL
 SY4174
 SY4174  NAD 83(1986)-  47 38 51.44782(N)    122 21 02.83431(W) AD(       ) 3
 SY4174  NAD 27      -  47 38 52.09640(N)    122 20 58.38039(W) AD(       ) 3
 SY4174  NGVD 29 (07/19/86)    5.2    (m)           17.     (f) VERT ANG       
 SY4174
 SY4174.Superseded values are not recommended for survey control.
 SY4174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4174.See file dsdata.txt to determine how the superseded data were derived.
 SY4174
 SY4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4875777341(NAD 83)
 SY4174_MARKER: DD = SURVEY DISK
 SY4174_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SY4174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4174+STABILITY: SURFACE MOTION
 SY4174
 SY4174  HISTORY     - Date     Condition        Report By
 SY4174  HISTORY     - 1977     MONUMENTED       NOS
 SY4174  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 SY4174
 SY4174                          STATION DESCRIPTION
 SY4174
 SY4174'DESCRIBED BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY4174'THE STATION IS LOCATED IN THE CITY OF SEATTLE ON THE
 SY4174'SOUTH SIDE OF THE LAKE WASHINGTON SHIP CANAL, ABOUT 100
 SY4174'METERS NORTHWEST OF THE SOUTH END OF THE FREMONT BRIDGE
 SY4174'AND ABOUT 46 METERS EAST-NORTHEAST OF THE CENTERLINE
 SY4174'INTERSECTION OF ENTURIA AND THIRD AVENUE NORTH.
 SY4174'
 SY4174'THE STATION IS A NATIONAL OCEAN SURVEY DISK,
 SY4174'STAMPED---FRET 1977---CEMENTED INTO A DRILL HOLE IN THE
 SY4174'CONCRETE BULKHEAD, 112.2 FEET NORTHEAST OF A BEND IN THE
 SY4174'BULKHEAD, 28 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 SY4174'TRACK AND 20.8 FEET EAST OF AN 8-INCH BIRCH TREE.
 SY4174'THE MARK IS ABOUT 3 FEET ABOVE THE WATER SURFACE OF THE
 SY4174'CANAL.
 SY4174'
 SY4174'HEIGHT OF THE TARGET WAS 1.5 METERS.
 SY4174
 SY4174                          STATION RECOVERY (2001)
 SY4174
 SY4174'RECOVERY NOTE BY US POWER SQUADRON 2001 (SWW)
 SY4174'THE MARK MAY STILL EXIST BUT IT COULDN'T BE FOUND DUE TO HEAVY BRUSH
 SY4174'OVERGROWTH HANGING OVER THE WALL.
 SY4174' 
 SY4174' 
 SY4174' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR2219 ***********************************************************************
 TR2219  TIDAL BM    -  This is a Tidal Bench Mark.
 TR2219  DESIGNATION -  FRIDAY RESET
 TR2219  PID         -  TR2219
 TR2219  STATE/COUNTY-  WA/SAN JUAN
 TR2219  USGS QUAD   -  FRIDAY HARBOR (1994)
 TR2219
 TR2219                         *CURRENT SURVEY CONTROL
 TR2219  ___________________________________________________________________
 TR2219* NAD 83(1991)-  48 32 47.41878(N)    123 00 29.33972(W)     ADJUSTED  
 TR2219* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 TR2219  ___________________________________________________________________
 TR2219  LAPLACE CORR-          -9.23  (seconds)                    DEFLEC99
 TR2219  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TR2219
 TR2219  HORZ ORDER  -  SECOND
 TR2219
 TR2219.The horizontal coordinates were established by classical geodetic methods
 TR2219.and adjusted by the National Geodetic Survey in December 1991..
 TR2219
 TR2219.The orthometric height was scaled from a topographic map.
 TR2219
 TR2219.This Tidal Bench Mark is designated as VM 1155
 TR2219.by the Center for Operational Oceanographic Products and Services.
 TR2219
 TR2219.This Tidal Bench Mark is designated as VM 12577
 TR2219.by the Center for Operational Oceanographic Products and Services.
 TR2219
 TR2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR2219
 TR2219.The geoid height was determined by GEOID03.
 TR2219
 TR2219;                    North         East     Units Scale Factor Converg.
 TR2219;SPC WA N     -   174,216.644   339,451.208   MT  0.99997023   -1 37 09.1
 TR2219;SPC WA N     -   571,575.77  1,113,682.84   sFT  0.99997023   -1 37 09.1
 TR2219;UTM  10      - 5,377,044.943   499,398.501   MT  0.99960000   -0 00 22.0
 TR2219
 TR2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR2219!SPC WA N     -   1.00000113  x   0.99997023  =   0.99997136
 TR2219!UTM  10      -   1.00000113  x   0.99960000  =   0.99960112
 TR2219
 TR2219:                Primary Azimuth Mark                     Grid Az
 TR2219:SPC WA N     -  STRONG RESET                             077 15 24.3
 TR2219:UTM  10      -  STRONG RESET                             075 38 37.2
 TR2219
 TR2219|---------------------------------------------------------------------|
 TR2219| PID    Reference Object                     Distance      Geod. Az  |
 TR2219|                                                           dddmmss.s |
 TR2219| TR2067 STRONG RESET                        APPROX. 2.3 KM 0753815.2 |
 TR2219| TR2110 SAN JUAN ISLAND FLAGPOLE            APPROX. 1.6 KM 1424847.1 |
 TR2219| AE4704 FRIDAY RM 1                           7.217 METERS 28518     |
 TR2219| AE4705 FRIDAY RM 2                           3.175 METERS 34814     |
 TR2219|---------------------------------------------------------------------|
 TR2219
 TR2219                          SUPERSEDED SURVEY CONTROL
 TR2219
 TR2219  NAD 83(1986)-  48 32 47.42071(N)    123 00 29.34163(W) AD(       ) 2
 TR2219  NAD 27      -  48 32 48.06400(N)    123 00 24.70200(W) AD(       ) 2
 TR2219
 TR2219.Superseded values are not recommended for survey control.
 TR2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR2219.See file dsdata.txt to determine how the superseded data were derived.
 TR2219
 TR2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU9939977045(NAD 83)
 TR2219_MARKER: H = DRILL HOLE
 TR2219_SETTING: 66 = SET IN ROCK OUTCROP
 TR2219
 TR2219  HISTORY     - Date     Condition        Report By
 TR2219  HISTORY     - 1894     MONUMENTED       CGS
 TR2219  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR2219  HISTORY     - 1949     GOOD             CGS
 TR2219  HISTORY     - 1950     GOOD             CGS
 TR2219  HISTORY     - 1953     GOOD             CGS
 TR2219  HISTORY     - 1957     GOOD             CGS
 TR2219  HISTORY     - 1971     GOOD             NGS
 TR2219  HISTORY     - 1973     GOOD             USGS
 TR2219  HISTORY     - 1983     GOOD             USPSQD
 TR2219  HISTORY     - 1983     GOOD             USPSQD
 TR2219  HISTORY     - 19950728 GOOD             USPSQD
 TR2219  HISTORY     - 20011210 MARK NOT FOUND   NGS
 TR2219
 TR2219                          STATION DESCRIPTION
 TR2219
 TR2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (JJG)
 TR2219'STATION IS ON THE BARE, ROCKY POINT OF SAN JUAN ISLAND, N OF W
 TR2219'ENTRANCE TO FRIDAY HARBOR.  FROM THE NEXT POINT TO SW, SIGNAL STRONG
 TR2219'CANNOT BE SEEN.  STATION BACK NEAR THE TOP OF THE HILL.  THE
 TR2219'HIGHEST POINT, OUTSIDE OF THE LINE OF TREES, IS ABOUT 20 METERS TO NE
 TR2219'OF SIGNAL.  THE SIGNAL IS PLACED AS FAR W AS POSSIBLE IN ORDER TO
 TR2219'SEE MORE OF FRIDAY HARBOR.  AT POINT OF TIMBER NEAR SIGNAL IS A
 TR2219'CLUMP OF MANZANITA TREES, 4 TRUNKS FROM 1 ROOT.  FROM THE NEAREST OF
 TR2219'THESE, SIGNAL IS IN LINE TO FRIDAY HARBOR SCHOOLHOUSE.  STATION IS
 TR2219'MARKED BY A 1/2-INCH HOLE, 2 INCHES DEEP, IN SURFACE OF BARE ROCK.
 TR2219
 TR2219                          STATION RECOVERY (1940)
 TR2219
 TR2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LCW)
 TR2219'DRILL HOLE WAS RECOVERED AND RE-MARKED WITH STANDARD DISK STAMPED
 TR2219'FRIDAY 1894-1940.  REFERENCE MARKS, STANDARD DISKS SET IN BEDROCK,
 TR2219'WERE ESTABLISHED AND STAMPED IN LIKE MANNER.
 TR2219'
 TR2219'ON THE W POINT AT THE W ENTRANCE TO FRIDAY HARBOR, N OF THE W END
 TR2219'OF BROWN ISLAND AND 0.7 NAUTICAL MILE FROM FRIDAY HARBOR.  ON THIS
 TR2219'POINT ARE THE UNIVERSITY OF WASHINGTON OPERATED TIDE GAGE AND WEATHER
 TR2219'STATION, ALSO C. AND G.S. BENCH MARKS.  FROM STATION THE INSTRUMENT
 TR2219'HOUSE AND TIDE GAGE DOCK ARE IN RANGE WITH TURN ROCK LIGHT.  THE
 TR2219'OCEANOGRAPHIC INSTITUTE BUILDINGS ARE IN THE NEXT COVE TO THE SW.
 TR2219'STATION IS ABOUT 70 METERS BACK FROM THE END OF POINT AND ABOUT 45
 TR2219'FEET ABOVE HIGH WATER.  THERE IS A LARGE MADRONA TREE 12 METERS
 TR2219'NORTHWARD OF STATION.
 TR2219
 TR2219                          STATION RECOVERY (1949)
 TR2219
 TR2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (EHB)
 TR2219'STATION FOUND AS DESCRIBED IN GOOD CONDITION.  STATION MARK IS
 TR2219'STAMPED FRIDAY 1894 1940.
 TR2219'
 TR2219'R.M. 1 IS STAMPED FRIDAY 1894 1940 1 AND R.M. 2 IS STAMPED FRIDAY
 TR2219'1894 1940 2.  BOTH WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TR2219'
 TR2219'ELEVATIONS ABOVE MEAN LOWER LOW WATER DETERMINED IN 1945 ARE AS
 TR2219'FOLLOWS--
 TR2219'
 TR2219'FRIDAY-50.37 FEET
 TR2219'
 TR2219'R.M. 1-50.53 FEET
 TR2219'
 TR2219'R.M. 2-52.97 FEET
 TR2219
 TR2219                          STATION RECOVERY (1950)
 TR2219
 TR2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CWC)
 TR2219'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR2219'AS REMARKED BY L.C.W. IN 1940.
 TR2219'
 TR2219'ON THE E SIDE OF SAN JUAN ISLAND, 0.7 NAUTICAL MILE NE OF THE TOWN
 TR2219'OF FRIDAY HARBOR, ON SE POINT OF THE HEADLAND ON THE N SIDE OF
 TR2219'FRIDAY HARBOR BAY, ON THE PROPERTY OF THE UNIVERSITY OF WASHINGTON
 TR2219'OCEANOGRAPHIC LABORATORIES, ON A ROUNDED HILL, ON RANGE WITH TURN
 TR2219'ROCK LIGHT AND THE INSTRUMENT AND TIDE GAGE HOUSE ON CANTILEVER PIER,
 TR2219'10.5 METERS SW OF THE BASE OF A LARGE MADRONA TREE, AND ON A FLAT
 TR2219'ROCK SHELF.
 TR2219'
 TR2219'STATION MARK IS STAMPED FRIDAY 1894 1940 SET IN A DRILL HOLE, FLUSH
 TR2219'WITH THE SURFACE.
 TR2219'
 TR2219'R.M. 1 IS A BRONZE REFERENCE DISK STAMPED FRIDAY 1894 1940 1 SET IN
 TR2219'A DRILL HOLE, FLUSH WITH THE SURFACE OF THE ROCK.
 TR2219'
 TR2219'R.M. 2 IS A BRONZE REFERENCE DISK STAMPED FRIDAY 1894 1940 2 SET IN
 TR2219'A DRILL HOLE, FLUSH WITH THE SURFACE OF THE ROCK.
 TR2219'
 TR2219'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 TR2219'
 TR2219'THIS STATION AND THE REFERENCE MARKS ARE ALSO TIDAL BENCH MARKS.
 TR2219
 TR2219                          STATION RECOVERY (1953)
 TR2219
 TR2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (KSU)
 TR2219'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TR2219'AS DESCRIBED BY C.W.C. IN 1950.  THE 1950 DESCRIPTION IS ADEQUATE.
 TR2219'BOTH REFERENCE MARKS WERE MEASURED AND DISTANCES VERIFIED.
 TR2219
 TR2219                          STATION RECOVERY (1957)
 TR2219
 TR2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WCR)
 TR2219'STATION RECOVERED IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS
 TR2219'WERE VERIFIED.  PREVIOUS DESCRIPTION IS ADEQUATE AND COMPLETE.
 TR2219'HOWEVER, IT MIGHT BE ADDED THAT A METAL POLE SUPPORTING A SEAWATER
 TR2219'SAMPLING PIPELINE IS CEMENTED INTO ROCKY SOIL 1.2 M. N-NE OF THE
 TR2219'STATION.
 TR2219
 TR2219                          STATION RECOVERY (1971)
 TR2219
 TR2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RBM)
 TR2219'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TR2219'CONDITION AS DESCRIBED BY C.W.C. IN 1950.  ALL THREE MARKS ARE
 TR2219'TIDAL BENCH MARKS.
 TR2219'
 TR2219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3/4 MILE NE OF
 TR2219'FRIDAY HARBOR.
 TR2219
 TR2219                          STATION RECOVERY (1973)
 TR2219
 TR2219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TR2219'STATION FOUND AS DESCRIBED.  NEW ELEVATION ESTABLISHED.
 TR2219
 TR2219                          STATION RECOVERY (1983)
 TR2219
 TR2219'RECOVERY NOTE BY US POWER SQUADRON 1983 (DSS)
 TR2219'FRIDAY 1894-1940 RECOVERED GOOD.
 TR2219'
 TR2219'RM NO. 1 1894-1940 RECOVERED GOOD.
 TR2219'
 TR2219'RM NO. 2 1894-1940 RECOVERED GOOD.
 TR2219'
 TR2219'STATION AND BOTH REFERENCE MARKS RECOVERED.
 TR2219
 TR2219                          STATION RECOVERY (1983)
 TR2219
 TR2219'RECOVERY NOTE BY US POWER SQUADRON 1983 (CFH)
 TR2219'FRIDAY REF 1 1894-1940 RECOVERED GOOD.
 TR2219'
 TR2219'REFS. 1 WAS FOUND SEVERAL FEET (AT 4 FEET) BELOW THE ABUTMENT OF
 TR2219'THE BRIDGE TO THE U/WA LAB CANTILEVER DOCK.  IN THE GENERAL AREA
 TR2219'IS THE WEATHER STATION, THERE IS ALSO A RECENTLY CONSTRUCTED LARGE
 TR2219'PLASTIC SEA-WATER RESERVOIR TANK AND GROUND PIPES SERVICING THE
 TR2219'LABORATORIES HUNDREDS OF YARDS DISTANT.  A 30 MIN. SEARCH BY 3
 TR2219'PEOPLE FAILED TO LOCATE REFS 2 AND THE STATION MARK DESPITE LOTS
 TR2219'OF BARE ROCK AND VISIBLE SURFACES IN THE IMMEDIATE AREA.
 TR2219
 TR2219                          STATION RECOVERY (1995)
 TR2219
 TR2219'RECOVERY NOTE BY US POWER SQUADRON 1995
 TR2219'RECOVERED IN GOOD CONDITION.
 TR2219
 TR2219                          STATION RECOVERY (2001)
 TR2219
 TR2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 TR2219'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1577 ***********************************************************************
 SX1577  DESIGNATION -  FROG
 SX1577  PID         -  SX1577
 SX1577  STATE/COUNTY-  WA/PIERCE
 SX1577  USGS QUAD   -  BEARHEAD MOUNTAIN (1986)
 SX1577
 SX1577                         *CURRENT SURVEY CONTROL
 SX1577  ___________________________________________________________________
 SX1577* NAD 83(1991)-  47 03 13.16596(N)    121 45 08.36024(W)     ADJUSTED  
 SX1577* NAVD 88     -      1597.1    (meters)    5240.     (feet)  VERTCON   
 SX1577  ___________________________________________________________________
 SX1577  LAPLACE CORR-           8.06  (seconds)                    DEFLEC99
 SX1577  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 SX1577
 SX1577  HORZ ORDER  -  THIRD
 SX1577
 SX1577.The horizontal coordinates were established by classical geodetic methods
 SX1577.and adjusted by the National Geodetic Survey in December 1991..
 SX1577
 SX1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1577
 SX1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1577
 SX1577.The geoid height was determined by GEOID03.
 SX1577
 SX1577;                    North         East     Units Scale Factor Converg.
 SX1577;SPC WA S     -   191,973.283   404,857.717   MT  0.99994803   -0 54 34.9
 SX1577;SPC WA S     -   629,832.35  1,328,270.69   sFT  0.99994803   -0 54 34.9
 SX1577;UTM  10      - 5,211,882.160   594,759.886   MT  0.99971036   +0 54 48.1
 SX1577
 SX1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1577!SPC WA S     -   0.99975287  x   0.99994803  =   0.99970091
 SX1577!UTM  10      -   0.99975287  x   0.99971036  =   0.99946330
 SX1577
 SX1577|---------------------------------------------------------------------|
 SX1577| PID    Reference Object                     Distance      Geod. Az  |
 SX1577|                                                           dddmmss.s |
 SX1577| CS4874 FROG RM 2                            17.632 METERS 16717     |
 SX1577| SX1573 BEARHEAD                            APPROX. 5.9 KM 2352727.2 |
 SX1577| CS4873 FROG RM 1                            15.331 METERS 28425     |
 SX1577|---------------------------------------------------------------------|
 SX1577
 SX1577                          SUPERSEDED SURVEY CONTROL
 SX1577
 SX1577  NAD 83(1986)-  47 03 13.17655(N)    121 45 08.36498(W) AD(       ) 3
 SX1577  NGVD 29 (11/26/90) 1595.9    (m)         5236.     (f) VERT ANG       
 SX1577
 SX1577.Superseded values are not recommended for survey control.
 SX1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1577.See file dsdata.txt to determine how the superseded data were derived.
 SX1577
 SX1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET9476011882(NAD 83)
 SX1577_MARKER: DS = TRIANGULATION STATION DISK
 SX1577_SETTING: 66 = SET IN ROCK OUTCROP
 SX1577_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SX1577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SX1577+STABILITY: POSITION/ELEVATION WELL
 SX1577
 SX1577  HISTORY     - Date     Condition        Report By
 SX1577  HISTORY     - 1955     MONUMENTED       USGS
 SX1577
 SX1577                          STATION DESCRIPTION
 SX1577
 SX1577'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 SX1577'LOCATED ABOUT 15 MI SE. OF ENUMCLAW, 8 MI SW. OF FORKS OF WHITE
 SX1577'RIVER, 1 MI N. OF MARTEN GAP.  ON SOUTHEAST END OF PROMINENT TOP
 SX1577'OF RIDGE DIVIDING CLEARWATER RIVER AND WEST FORK WHITE RIVER.
 SX1577'TOP IS HEAVILY TIMBERED ON SOUTH AND WEST SIDES.
 SX1577'
 SX1577'TO REACH FROM COLE AND GRIFFIN STREETS IN ENUMCLAW, DRIVE 0.5 MI
 SX1577'SE. ON GRIFFIN STREET.  TURN LEFT ON U.S. HWY. 410 23.7 MI TO WEST
 SX1577'FORK RD. RIGHT.  TURN RIGHT 0.1 MI TO GATE AND BRIDGE ACROSS WHITE
 SX1577'RIVER, PASS THROUGH GATE 0.7 MI TO RD. FORKS.  FOLLOW MAIN
 SX1577'TRAVELED RD. (WEST FORK RD.) 6.1 MI TO FORKS LEFT, CONTINUE
 SX1577'STRAIGHT AHEAD 0.6 MI TO RD. RIGHT AT SIGN CARBON TRAIL.  TURN
 SX1577'RIGHT 0.3 MI TO END OF RD. AT PINOCHLE CREEK.  PACK S. ON CARBON
 SX1577'TRAIL ABOUT 1 MI TO TRAIL FORKS.  TAKE RIGHT FORK AROUND NOSE OF
 SX1577'RIDGE INTO PINOCHLE CREEK DRAINAGE AND ACROSS PINOCHLE CREEK TO
 SX1577'MARTEN GAP.  THEN GO N. ON SECONDARY TRAIL TO POINT WHERE TRAIL
 SX1577'CROSSES SADDLE, THEN N. TO STATION ON HIGHEST POINT OF TOP.  A
 SX1577'4-HOUR PACK.
 SX1577'
 SX1577'STATION MARK--STANDARD TABLET STAMPED---FROG 1955---, CEMENTED IN
 SX1577'DRILL HOLE IN ROCK OUTCROP.
 SX1577'
 SX1577'RM 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON 8-INCH PINE
 SX1577'TREE.
 SX1577'
 SX1577'RM 2--STANDARD RM TABLET STAMPED---NO 2 1955---, CEMENTED IN DRILL
 SX1577'HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3759 ***********************************************************************
 SY3759  DESIGNATION -  FRONT HSE NR JUANITA BAY F GAB
 SY3759  PID         -  SY3759
 SY3759  STATE/COUNTY-  WA/KING
 SY3759  USGS QUAD   -  
 SY3759
 SY3759                         *CURRENT SURVEY CONTROL
 SY3759  ___________________________________________________________________
 SY3759* NAD 83(1991)-  47 42 18.24132(N)    122 13 08.03395(W)     ADJUSTED  
 SY3759* NAVD 88     -                                                        
 SY3759  ___________________________________________________________________
 SY3759  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 SY3759  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SY3759
 SY3759  HORZ ORDER  -  THIRD
 SY3759
 SY3759.The horizontal coordinates were established by classical geodetic methods
 SY3759.and adjusted by the National Geodetic Survey in December 1991..
 SY3759
 SY3759
 SY3759.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3759
 SY3759.The geoid height was determined by GEOID03.
 SY3759
 SY3759;                    North         East     Units Scale Factor Converg.
 SY3759;SPC WA N     -    79,326.693   396,022.702   MT  0.99996807   -1 01 53.7
 SY3759;SPC WA N     -   260,257.66  1,299,284.48   sFT  0.99996807   -1 01 53.7
 SY3759;UTM  10      - 5,283,815.957   558,597.829   MT  0.99964219   +0 34 40.0
 SY3759
 SY3759                          SUPERSEDED SURVEY CONTROL
 SY3759
 SY3759  NAD 83(1986)-  47 42 18.23392(N)    122 13 08.03847(W) AD(       ) 4
 SY3759  NAD 27      -  47 42 18.88000(N)    122 13 03.59000(W) AD(       ) 3
 SY3759
 SY3759.Superseded values are not recommended for survey control.
 SY3759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3759.See file dsdata.txt to determine how the superseded data were derived.
 SY3759
 SY3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5859883816(NAD 83)
 SY3759
 SY3759  HISTORY     - Date     Condition        Report By
 SY3759  HISTORY     - 1914     MONUMENTED       CGS
 SY3759  HISTORY     - 1919     SEE DESCRIPTION  CGS
 SY3759
 SY3759                          STATION DESCRIPTION
 SY3759
 SY3759'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (GTR)
 SY3759'THIS STATION IS THE FRONT GABLE OF A DARK-COLORED HOUSE NEAR THE
 SY3759'WATER IN JUANITA BAY.
 SY3759
 SY3759                          STATION RECOVERY (1919)
 SY3759
 SY3759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (NHH)
 SY3759'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SD0460 ***********************************************************************
 SD0460  DESIGNATION -  FRONT RANGE LIGHT
 SD0460  PID         -  SD0460
 SD0460  STATE/COUNTY-  WA/GRAYS HARBOR
 SD0460  USGS QUAD   -  POINT BROWN (1994)
 SD0460
 SD0460                         *CURRENT SURVEY CONTROL
 SD0460  ___________________________________________________________________
 SD0460* NAD 83(1991)-  46 56 05.94040(N)    124 10 06.03661(W)     ADJUSTED  
 SD0460* NAVD 88     -                                                        
 SD0460  ___________________________________________________________________
 SD0460  LAPLACE CORR-          10.07  (seconds)                    DEFLEC99
 SD0460  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 SD0460
 SD0460  HORZ ORDER  -  THIRD
 SD0460
 SD0460.The horizontal coordinates were established by classical geodetic methods
 SD0460.and adjusted by the National Geodetic Survey in December 1991..
 SD0460
 SD0460
 SD0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 SD0460
 SD0460.The geoid height was determined by GEOID03.
 SD0460
 SD0460;                    North         East     Units Scale Factor Converg.
 SD0460;SPC WA S     -   184,519.734   220,781.541   MT  0.99993322   -2 39 52.8
 SD0460;SPC WA S     -   605,378.49    724,347.44   sFT  0.99993322   -2 39 52.8
 SD0460;UTM  10      - 5,198,601.572   411,068.728   MT  0.99969720   -0 51 13.0
 SD0460
 SD0460                          SUPERSEDED SURVEY CONTROL
 SD0460
 SD0460  NAD 83(1986)-  46 56 05.93107(N)    124 10 06.03426(W) AD(       ) 4
 SD0460  NAD 27      -  46 56 06.61900(N)    124 10 01.42200(W) AD(       ) 3
 SD0460
 SD0460.Superseded values are not recommended for survey control.
 SD0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SD0460.See file dsdata.txt to determine how the superseded data were derived.
 SD0460
 SD0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS1106998602(NAD 83)
 SD0460
 SD0460  HISTORY     - Date     Condition        Report By
 SD0460  HISTORY     - 1927     MONUMENTED       CGS
 SD0460  HISTORY     - 1951     SEE DESCRIPTION  CGS
 SD0460
 SD0460                          STATION DESCRIPTION
 SD0460
 SD0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (TJM)
 SD0460'GRAYS HARBOR BAR FRONT AND REAR RANGE LIGHTS ON POINT BROWN.  FRONT
 SD0460'RANGE LIGHT IS ON A SOLID WHITE PYRAMIDAL TOWER 31 FEET IN HEIGHT.
 SD0460'REAR RANGE LIGHT IS ON A SKELETON TOWER WITH DIAMOND SHAPED DAY
 SD0460'MARK.  IT IS 45 FEET HIGH.
 SD0460'
 SD0460'THESE LIGHTS ARE LIABLE TO BE MOVED AT INTERVALS DUE TO SHIFTING OF
 SD0460'THE CHANNEL ACROSS THE BAR.
 SD0460
 SD0460                          STATION RECOVERY (1951)
 SD0460
 SD0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CWC)
 SD0460'THERE IS NO EXISTING STRUCTURE IN THE VICINITY OF THIS STATION.  THE
 SD0460'FOUNDATION OF THE LIGHT STRUCTURE MAY STILL EXIST BUT COULD NOT BE
 SD0460'IDENTIFIED IF FOUND.  THE SITE OF THE STATION WAS NOT VISITED.
 SD0460'
 SD0460'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1813 ***********************************************************************
 SC1813  DESIGNATION -  FRONT USE 1935
 SC1813  PID         -  SC1813
 SC1813  STATE/COUNTY-  WA/WAHKIAKUM
 SC1813  USGS QUAD   -  CATHLAMET (1985)
 SC1813
 SC1813                         *CURRENT SURVEY CONTROL
 SC1813  ___________________________________________________________________
 SC1813* NAD 83(1991)-  46 12 40.51844(N)    123 24 12.51187(W)     ADJUSTED  
 SC1813* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 SC1813  ___________________________________________________________________
 SC1813  LAPLACE CORR-          11.54  (seconds)                    DEFLEC99
 SC1813  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SC1813
 SC1813  HORZ ORDER  -  THIRD
 SC1813
 SC1813.The horizontal coordinates were established by classical geodetic methods
 SC1813.and adjusted by the National Geodetic Survey in December 1991..
 SC1813
 SC1813.The orthometric height was scaled from a topographic map.
 SC1813
 SC1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1813
 SC1813.The geoid height was determined by GEOID03.
 SC1813
 SC1813;                    North         East     Units Scale Factor Converg.
 SC1813;SPC WA S     -   101,703.637   276,009.686   MT  0.99993576   -2 06 32.7
 SC1813;SPC WA S     -   333,672.68    905,541.78   sFT  0.99993576   -2 06 32.7
 SC1813;SPC OR N     -   286,803.006 2,275,979.351   MT  1.00006061   -2 03 32.8
 SC1813;SPC OR N     -   940,954.74  7,467,123.85   iFT  1.00006061   -2 03 32.8
 SC1813;UTM  10      - 5,117,598.929   468,877.080   MT  0.99961191   -0 17 28.6
 SC1813
 SC1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1813!SPC WA S     -   1.00000304  x   0.99993576  =   0.99993880
 SC1813!SPC OR N     -   1.00000304  x   1.00006061  =   1.00006365
 SC1813!UTM  10      -   1.00000304  x   0.99961191  =   0.99961495
 SC1813
 SC1813                          SUPERSEDED SURVEY CONTROL
 SC1813
 SC1813  NAD 83(1991)-  46 12 40.51844(N)    123 24 12.51187(W) AD(       ) 3
 SC1813  NAD 83(1986)-  46 12 40.53330(N)    123 24 12.50559(W) AD(       ) 3
 SC1813  NAD 27      -  46 12 41.13367(N)    123 24 08.04206(W) AD(       ) 3
 SC1813
 SC1813.Superseded values are not recommended for survey control.
 SC1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1813.See file dsdata.txt to determine how the superseded data were derived.
 SC1813
 SC1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS6887717599(NAD 83)
 SC1813
 SC1813  HISTORY     - Date     Condition        Report By
 SC1813  HISTORY     - 1935     MONUMENTED       USE
 SC1813  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 SC1813
 SC1813                          STATION DESCRIPTION
 SC1813
 SC1813'DESCRIBED BY US ENGINEERS 1935 (RWK)
 SC1813'STATION IS ABOUT 0.8 MILE NW OF THE S END, AND ON THE W SIDE, OF
 SC1813'THE SOUTHERLY OF TWO ISLANDS KNOWN COLLECTIVELY, AS HUNTING ISLAND,
 SC1813'IMMEDIATELY W OF THE HIGH-WATER LINE, A DOLPHIN.
 SC1813
 SC1813                          STATION RECOVERY (1989)
 SC1813
 SC1813'RECOVERY NOTE BY US POWER SQUADRON 1989 (THC)
 SC1813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC1295 ***********************************************************************
 SC1295  DESIGNATION -  FROST
 SC1295  PID         -  SC1295
 SC1295  STATE/COUNTY-  WA/LEWIS
 SC1295  USGS QUAD   -  GLENOMA (1993)
 SC1295
 SC1295                         *CURRENT SURVEY CONTROL
 SC1295  ___________________________________________________________________
 SC1295* NAD 83(1991)-  46 32 19.10387(N)    122 08 58.76139(W)     ADJUSTED  
 SC1295* NAVD 88     -       635.2    (meters)    2084.     (feet)  VERTCON   
 SC1295  ___________________________________________________________________
 SC1295  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 SC1295  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 SC1295
 SC1295  HORZ ORDER  -  SECOND
 SC1295
 SC1295.The horizontal coordinates were established by classical geodetic methods
 SC1295.and adjusted by the National Geodetic Survey in December 1991..
 SC1295
 SC1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 SC1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SC1295
 SC1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 SC1295
 SC1295.The geoid height was determined by GEOID03.
 SC1295
 SC1295;                    North         East     Units Scale Factor Converg.
 SC1295;SPC WA S     -   135,292.551   373,477.857   MT  0.99991493   -1 11 53.9
 SC1295;SPC WA S     -   443,872.31  1,225,318.60   sFT  0.99991493   -1 11 53.9
 SC1295;UTM  10      - 5,154,248.122   565,202.143   MT  0.99965226   +0 37 02.0
 SC1295
 SC1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SC1295!SPC WA S     -   0.99990368  x   0.99991493  =   0.99981862
 SC1295!UTM  10      -   0.99990368  x   0.99965226  =   0.99955597
 SC1295
 SC1295:                Primary Azimuth Mark                     Grid Az
 SC1295:SPC WA S     -  KIONA                                    073 55 28.4
 SC1295:UTM  10      -  KIONA                                    072 06 32.5
 SC1295
 SC1295|---------------------------------------------------------------------|
 SC1295| PID    Reference Object                     Distance      Geod. Az  |
 SC1295|                                                           dddmmss.s |
 SC1295| SC1292 KIONA                               APPROX.10.6 KM 0724334.5 |
 SC1295| CE3574 FROST RM 1                           19.968 METERS 08223     |
 SC1295| CE3575 FROST RM 2                            4.167 METERS 23729     |
 SC1295|---------------------------------------------------------------------|
 SC1295
 SC1295                          SUPERSEDED SURVEY CONTROL
 SC1295
 SC1295  NAD 83(1991)-  46 32 19.10163(N)    122 08 58.76395(W) AD(       ) 2
 SC1295  NAD 83(1986)-  46 32 19.12233(N)    122 08 58.77867(W) AD(       ) 2
 SC1295  NAD 27      -  46 32 19.72300(N)    122 08 54.42600(W) AD(       ) 2
 SC1295  NGVD 29 (07/19/86)  634.1    (m)         2080.     (f) VERT ANG       
 SC1295
 SC1295.Superseded values are not recommended for survey control.
 SC1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC1295.See file dsdata.txt to determine how the superseded data were derived.
 SC1295
 SC1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES6520254248(NAD 83)
 SC1295_MARKER: DS = TRIANGULATION STATION DISK
 SC1295_SETTING: 80 = SET IN A BOULDER
 SC1295_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SC1295
 SC1295  HISTORY     - Date     Condition        Report By
 SC1295  HISTORY     - 1946     MONUMENTED       CGS
 SC1295
 SC1295                          STATION DESCRIPTION
 SC1295
 SC1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB)
 SC1295'THE STATION IS LOCATED ON A SMALL HILLOCK JUST SOUTH OF A LARGE
 SC1295'SAWDUST PILE AT AN OLD ABANDONED SAW MILL SITE.  ABOUT 4-1/2
 SC1295'MILES AIRLINE NORTH-EAST OF KOSMOS AND 8 MILES WEST OF RANDLE.
 SC1295'
 SC1295'STATION MARK IS A STANDARD BRONZE DISK SET IN DRILL HOLE IN A
 SC1295'3 X 1-1/2 FOOT BOULDER.  STAMPED FROST 1946.
 SC1295'
 SC1295'REFERENCE MARK NO 1, STAMPED FROST NO 1 1946, IS A STANDARD
 SC1295'BRONZE DISK SET IN ROCK OUTCROP ON EAST RIM OF HILLOCK.  1-1/2
 SC1295'FEET HIGHER THAN STATION.
 SC1295'
 SC1295'REFERENCE MARK NO 2, STAMPED FROST NO 2, 1946, IS A STANDARD
 SC1295'BRONZE DISK SET IN DRILL HOLE IN LARGE BURIED BOULDER FLUSH WITH
 SC1295'GROUND.  3 FEET LOWER THAN STATION.
 SC1295'
 SC1295'TO REACH THE STATION FROM THE POST OFFICE IN RANDLE GO WEST ON
 SC1295'STATE HIGHWAY NO. 5 FOR 9.8 MILES TO A SIDE ROAD RIGHT, 0.2 MILE
 SC1295'BEFORE REACHING GLENOMA SCHOOL HOUSE, TURN RIGHT OFF HIGHWAY ON
 SC1295'FROST CR ROAD AND FOLLOW MAIN TRAVELED ROAD FOR 1.7 MILES TO POINT
 SC1295'WHERE ROAD TURNS BACK EAST UP HILL AND GRAVELED ROAD LEFT LEADS
 SC1295'UP HILL TO OLD ABANDONED MILL AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1256 ***********************************************************************
 TR1256  DESIGNATION -  FROST
 TR1256  PID         -  TR1256
 TR1256  STATE/COUNTY-  WA/ISLAND
 TR1256  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1256
 TR1256                         *CURRENT SURVEY CONTROL
 TR1256  ___________________________________________________________________
 TR1256* NAD 83(1991)-  48 17 52.73956(N)    122 30 20.47537(W)     ADJUSTED  
 TR1256* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 TR1256  ___________________________________________________________________
 TR1256  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 TR1256  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 TR1256
 TR1256  HORZ ORDER  -  SECOND
 TR1256
 TR1256.The horizontal coordinates were established by classical geodetic methods
 TR1256.and adjusted by the National Geodetic Survey in December 1991..
 TR1256
 TR1256.The orthometric height was scaled from a topographic map.
 TR1256
 TR1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1256
 TR1256.The geoid height was determined by GEOID03.
 TR1256
 TR1256;                    North         East     Units Scale Factor Converg.
 TR1256;SPC WA N     -   145,661.889   375,936.672   MT  0.99994718   -1 14 42.4
 TR1256;SPC WA N     -   477,892.38  1,233,385.56   sFT  0.99994718   -1 14 42.4
 TR1256;UTM  10      - 5,349,538.756   536,660.586   MT  0.99961651   +0 22 08.6
 TR1256
 TR1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1256!SPC WA N     -   1.00000210  x   0.99994718  =   0.99994928
 TR1256!UTM  10      -   1.00000210  x   0.99961651  =   0.99961861
 TR1256
 TR1256|---------------------------------------------------------------------|
 TR1256| PID    Reference Object                     Distance      Geod. Az  |
 TR1256|                                                           dddmmss.s |
 TR1256| CF8752 FROST RM 2                           12.299 METERS 01731     |
 TR1256| TR1137 BROWN 2                             APPROX. 4.3 KM 1360145.9 |
 TR1256| CF8751 FROST RM 1                            6.693 METERS 23243     |
 TR1256|---------------------------------------------------------------------|
 TR1256
 TR1256                          SUPERSEDED SURVEY CONTROL
 TR1256
 TR1256  NAD 83(1986)-  48 17 52.74289(N)    122 30 20.47913(W) AD(       ) 2
 TR1256  NAD 27      -  48 17 53.38300(N)    122 30 15.89600(W) AD(       ) 2
 TR1256
 TR1256.Superseded values are not recommended for survey control.
 TR1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1256.See file dsdata.txt to determine how the superseded data were derived.
 TR1256
 TR1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3666149539(NAD 83)
 TR1256_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1256_SETTING: 80 = SET IN A BOULDER
 TR1256_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TR1256
 TR1256  HISTORY     - Date     Condition        Report By
 TR1256  HISTORY     - 1939     MONUMENTED       CGS
 TR1256  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1256  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 TR1256
 TR1256                          STATION DESCRIPTION
 TR1256
 TR1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1256'STATION IS ON WHIDBEY ISLAND, ABOUT 2-3/4 MILES NE OF POLNELL
 TR1256'POINT, ON A ROUNDED POINT KNOWN LOCALLY AS FROSTAD POINT, S AND W
 TR1256'OF SEVERAL DETACHED LOW WATER ROCKS, IMMEDIATELY N OF A HIGH BARE
 TR1256'BLUFF AND ABOUT 25 FEET E OF A HIGH WOODED BLUFF.  STATION MARK IS
 TR1256'CEMENTED INTO A DRILL HOLE IN A LARGE BOULDER FLUSH WITH THE
 TR1256'GRAVEL BEACH AND ON THE HIGH WATER LINE.
 TR1256'
 TR1256'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN A
 TR1256'BOULDER AS DESCRIBED IN NOTES 4 AND 12C.
 TR1256
 TR1256                          STATION RECOVERY (1960)
 TR1256
 TR1256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1256'THE STATION AND REFERENCE MARK 1 WERE RECOVERED.  THE DESCRIPTION
 TR1256'WAS ADEQUATE FOR THE RECOVERY OF THE STATION.  A NEW DESCRIPTION
 TR1256'FOLLOWS--
 TR1256'
 TR1256'THE STATION IS ON THE EAST SHORE OF WHIDBEY ISLAND, ON STRAWBERRY
 TR1256'POINT, ABOUT 300 METERS SOUTHWEST OF STRAWBERRY POINT LIGHT,
 TR1256'ALONG THE HIGHWATER LINE AND ABOUT 8 METERS EAST OF THE BASE OF A
 TR1256'WOODED BLUFF.
 TR1256'
 TR1256'THE STATION IS A STANDARD STATION MARK DISK STAMPED FROST 1939 SET
 TR1256'IN CEMENT IN A DRILL HOLE IN A FLAT ROCK WHICH IS FLUSH WITH THE
 TR1256'LEVEL OF THE BEACH.
 TR1256'
 TR1256'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED 1 1939
 TR1256'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH HAS EVIDENTLY BEEN
 TR1256'MOVED BY WAVE ACTION AS THE ARROW IN THE MARK DOES NOT POINT AT
 TR1256'THE STATION AND THE DISTANCE WAS MEASURED AS 6.510 METERS (21.36
 TR1256'FT.) INSTEAD OF 6.639 METERS AS NOTED IN THE 1939 DESCRIPTION.
 TR1256'
 TR1256'REFERENCE MARK 2 WAS FOUND WASHED UP ON THE BEACH IN A SMALL
 TR1256'BOULDER AND THE DISK WAS REMOVED.  THE SHANK IS STILL IN THE
 TR1256'BOULDER.
 TR1256
 TR1256                          STATION RECOVERY (1961)
 TR1256
 TR1256'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (CB)
 TR1256'STATION RECOVERED.  CEMENT AROUND CAP IS WASHING OUT.  REFERENCE
 TR1256'MARK NO. 1 IN.  REFERENCE MARK NO. 2 CHISELED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP0768 ***********************************************************************
 TP0768  DESIGNATION -  FROST BOR
 TP0768  PID         -  TP0768
 TP0768  STATE/COUNTY-  WA/OKANOGAN
 TP0768  USGS QUAD   -  BELVEDERE (1993)
 TP0768
 TP0768                         *CURRENT SURVEY CONTROL
 TP0768  ___________________________________________________________________
 TP0768* NAD 83(1986)-  48 01 20.     (N)    118 56 53.     (W)     SCALED    
 TP0768* NAVD 88     -       306.293  (meters)    1004.90   (feet)  ADJUSTED  
 TP0768  ___________________________________________________________________
 TP0768  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 TP0768  DYNAMIC HT  -         306.323 (meters)    1004.99  (feet)  COMP
 TP0768  MODELED GRAV-     980,703.8   (mgal)                       NAVD 88
 TP0768
 TP0768  VERT ORDER  -  FIRST     CLASS II
 TP0768
 TP0768.The horizontal coordinates were scaled from a topographic map and have
 TP0768.an estimated accuracy of +/- 6 seconds.
 TP0768
 TP0768.The orthometric height was determined by differential leveling
 TP0768.and adjusted by the National Geodetic Survey in June 1991..
 TP0768
 TP0768.The geoid height was determined by GEOID03.
 TP0768
 TP0768.The dynamic height is computed by dividing the NAVD 88
 TP0768.geopotential number by the normal gravity value computed on the
 TP0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TP0768.degrees latitude (g = 980.6199 gals.).
 TP0768
 TP0768.The modeled gravity was interpolated from observed gravity values.
 TP0768
 TP0768;                    North         East    Units  Estimated Accuracy
 TP0768;SPC WA N     -   115,380.      640,610.      MT  (+/- 180 meters Scaled)
 TP0768
 TP0768                          SUPERSEDED SURVEY CONTROL
 TP0768
 TP0768.No superseded survey control is available for this station.
 TP0768
 TP0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP547206(NAD 83)
 TP0768_MARKER: DB = BENCH MARK DISK
 TP0768_SETTING: 66 = SET IN ROCK OUTCROP
 TP0768_SP_SET: ROCK OUTCROP
 TP0768_STAMPING: BM FROST
 TP0768_MARK LOGO: BOR   
 TP0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TP0768+STABILITY: POSITION/ELEVATION WELL
 TP0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TP0768+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 TP0768
 TP0768  HISTORY     - Date     Condition        Report By
 TP0768  HISTORY     - UNK      MONUMENTED       BOR
 TP0768  HISTORY     - 1981     GOOD             NGS
 TP0768  HISTORY     - 20040727 GOOD             BOR
 TP0768
 TP0768                          STATION DESCRIPTION
 TP0768
 TP0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TP0768'6.9 KM (4.3 MI) NE FROM COULEE DAM.
 TP0768'1.1 KM (0.7 MI) NORTHEAST ALONG STATE HIGHWAY 155 FROM THE EAST END OF
 TP0768'THE STEEL BRIDGE OVER THE COLUMBIA RIVER AT COULEE DAM, THENCE 5.8 KM
 TP0768'(3.6 MI) NORTHEAST ALONG CREST DRIVE, SET VERTICALLY IN THE SOUTHWEST
 TP0768'FACE OF A GRANITE CLIFF, AT THE SOUTHEAST END OF THE COMMUNITY OF
 TP0768'SEATONS GROVE AND AT THE FROST RESIDENCE, 76.5 METERS (250 FT)
 TP0768'NORTHEAST OF THE CENTERLINE OF THE DRIVE, 28.3 METERS (93.0 FT) NORTH
 TP0768'OF THE NORTH CORNER OF THE FROST HOUSE, 0.6 METER (2.0 FT) ABOVE A
 TP0768'LONE 4 BY 8 FOOT GRANITE SHELF AT THE BASE OF THE CLIFF AND ON THE
 TP0768'EXTENDED CENTERLINE OF THE FROST DRIVEWAY, 1.5 METERS (5 FT) NORTH OF
 TP0768'THE SOUTH END OF THE SHELF, 1.2 METERS (4 FT) EAST OF THE WEST EDGE OF
 TP0768'THE CLIFF, THE SURVEY POINT IS A 3 EIGHTS INCH BRASS ROD  BENT UP AT A
 TP0768'RIGHT ANGLE AND BRAZED ONTO A SURVEY DISK.
 TP0768'THE MARK IS 1.8 M ABOVE THE GROUND.
 TP0768
 TP0768                          STATION RECOVERY (2004)
 TP0768
 TP0768'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2004 (TAC)
 TP0768'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1578 ***********************************************************************
 SX1578  DESIGNATION -  FROST MTN LOT
 SX1578  PID         -  SX1578
 SX1578  STATE/COUNTY-  WA/KITTITAS
 SX1578  USGS QUAD   -  FROST MTN (1992)
 SX1578
 SX1578                         *CURRENT SURVEY CONTROL
 SX1578  ___________________________________________________________________
 SX1578* NAD 83(1991)-  47 03 49.38215(N)    120 59 48.16635(W)     ADJUSTED  
 SX1578* NAVD 88     -      1750.7    (meters)    5744.     (feet)  VERTCON   
 SX1578  ___________________________________________________________________
 SX1578  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 SX1578  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 SX1578
 SX1578  HORZ ORDER  -  THIRD
 SX1578
 SX1578.The horizontal coordinates were established by classical geodetic methods
 SX1578.and adjusted by the National Geodetic Survey in December 1991..
 SX1578
 SX1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 SX1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SX1578
 SX1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1578
 SX1578.The geoid height was determined by GEOID03.
 SX1578
 SX1578;                    North         East     Units Scale Factor Converg.
 SX1578;SPC WA S     -   192,455.124   462,269.097   MT  0.99994948   -0 21 38.9
 SX1578;SPC WA S     -   631,413.19  1,516,627.86   sFT  0.99994948   -0 21 38.9
 SX1578;UTM  10      - 5,214,192.121   652,117.711   MT  0.99988440   +1 28 00.9
 SX1578
 SX1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1578!SPC WA S     -   0.99972864  x   0.99994948  =   0.99967813
 SX1578!UTM  10      -   0.99972864  x   0.99988440  =   0.99961307
 SX1578
 SX1578:                Primary Azimuth Mark                     Grid Az
 SX1578:SPC WA S     -  PEOH POINT                               020 51 16.1
 SX1578:UTM  10      -  PEOH POINT                               019 01 36.3
 SX1578
 SX1578|---------------------------------------------------------------------|
 SX1578| PID    Reference Object                     Distance      Geod. Az  |
 SX1578|                                                           dddmmss.s |
 SX1578| SX1181 PEOH POINT                          APPROX.10.5 KM 0202937.2 |
 SX1578| CS4925 FROST MTN LOT RM 2                   11.369 METERS 15137     |
 SX1578| CS4926 FROST MTN LOT RM 1                   10.348 METERS 32411     |
 SX1578|---------------------------------------------------------------------|
 SX1578
 SX1578                          SUPERSEDED SURVEY CONTROL
 SX1578
 SX1578  NAD 83(1986)-  47 03 49.38006(N)    120 59 48.15898(W) AD(       ) 3
 SX1578  NGVD 29 (11/26/90) 1749.5    (m)         5740.     (f) VERT ANG       
 SX1578
 SX1578.Superseded values are not recommended for survey control.
 SX1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1578.See file dsdata.txt to determine how the superseded data were derived.
 SX1578
 SX1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT5211814192(NAD 83)
 SX1578_MARKER: 57 = LOOKOUT TOWER
 SX1578
 SX1578  HISTORY     - Date     Condition        Report By
 SX1578  HISTORY     - 1957     FIRST OBSERVED   USGS
 SX1578  HISTORY     - 1958     GOOD             USGS
 SX1578
 SX1578                          STATION DESCRIPTION
 SX1578
 SX1578'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SX1578'LOCATED ABOUT 15.5 MI W. OF THORP, 9.5 MI SSW. OF CLE ELUM.  ON
 SX1578'HIGH, BALD TOP KNOWN AS FROST MTN.
 SX1578'
 SX1578'TO REACH FROM THORP, FOLLOW PAVED RD. LEADING W. 1.0 MI TO RD.
 SX1578'FORKS.  TAKE LEFT FORK 1.7 MI TO RD. FORKS.  TAKE RIGHT FORK 1.1
 SX1578'MI TO RD. FORKS, TAKE LEFT FORK 6.1 MI TO TANEUM GUARD STATION,
 SX1578'CONTINUE AHEAD 0.4 MI TO RD. FORKS.  TAKE LEFT FORK AS PER SIGN
 SX1578'QUARTZ MTN 6.8 MI TO TAMARACK SPRING, CONTINUE WESTERLY ALONG
 SX1578'BLADED RD. 6.1 MI TO RD. FORKS.  TAKE RIGHT FORK 1.2 MI TO TRAIL
 SX1578'AND SIGN FROST MTN LO.  LEAVE TRUCK AND PACK ALONG TRAIL TO
 SX1578'USFS LOT AND STATION.  ABOUT 45-MINUTE PACK.
 SX1578'
 SX1578'STATION MARK--CENTER OF USFS WOODEN LOT.
 SX1578'
 SX1578'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN TOP OF
 SX1578'SOLID ROCK.
 SX1578'
 SX1578'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN TOP OF
 SX1578'SOLID ROCK.
 SX1578
 SX1578                          STATION RECOVERY (1958)
 SX1578
 SX1578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 SX1578'RECOVERED AS DESCRIBED BY USGS IN 1957.  ALL MARKS IN GOOD
 SX1578'CONDITION.  REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1255 ***********************************************************************
 TR1255  DESIGNATION -  FROSTAD 2
 TR1255  PID         -  TR1255
 TR1255  STATE/COUNTY-  WA/ISLAND
 TR1255  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1255
 TR1255                         *CURRENT SURVEY CONTROL
 TR1255  ___________________________________________________________________
 TR1255* NAD 83(1991)-  48 17 53.19334(N)    122 30 20.24759(W)     ADJUSTED  
 TR1255* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 TR1255  ___________________________________________________________________
 TR1255  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 TR1255  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 TR1255
 TR1255  HORZ ORDER  -  THIRD
 TR1255
 TR1255.The horizontal coordinates were established by classical geodetic methods
 TR1255.and adjusted by the National Geodetic Survey in December 1991..
 TR1255
 TR1255.The orthometric height was scaled from a topographic map.
 TR1255
 TR1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1255
 TR1255.The geoid height was determined by GEOID03.
 TR1255
 TR1255;                    North         East     Units Scale Factor Converg.
 TR1255;SPC WA N     -   145,675.799   375,941.670   MT  0.99994719   -1 14 42.2
 TR1255;SPC WA N     -   477,938.02  1,233,401.96   sFT  0.99994719   -1 14 42.2
 TR1255;UTM  10      - 5,349,552.797   536,665.188   MT  0.99961652   +0 22 08.8
 TR1255
 TR1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1255!SPC WA N     -   1.00000210  x   0.99994719  =   0.99994929
 TR1255!UTM  10      -   1.00000210  x   0.99961652  =   0.99961862
 TR1255
 TR1255|---------------------------------------------------------------------|
 TR1255| PID    Reference Object                     Distance      Geod. Az  |
 TR1255|                                                           dddmmss.s |
 TR1255| CF8754 FROSTAD 2 RM 2                       10.292 METERS 00022     |
 TR1255| CF8753 FROSTAD 2 RM 1                       37.076 METERS 04152     |
 TR1255|---------------------------------------------------------------------|
 TR1255
 TR1255                          SUPERSEDED SURVEY CONTROL
 TR1255
 TR1255  NAD 83(1986)-  48 17 53.19676(N)    122 30 20.25135(W) AD(       ) 3
 TR1255  NAD 27      -  48 17 53.83600(N)    122 30 15.66600(W) AD(       ) 3
 TR1255
 TR1255.Superseded values are not recommended for survey control.
 TR1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1255.See file dsdata.txt to determine how the superseded data were derived.
 TR1255
 TR1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3666549553(NAD 83)
 TR1255_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TR1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR1255
 TR1255  HISTORY     - Date     Condition        Report By
 TR1255  HISTORY     - 1924     MONUMENTED       CGS
 TR1255  HISTORY     - 1930     SEE DESCRIPTION  USE
 TR1255  HISTORY     - 1934     SEE DESCRIPTION  CGS
 TR1255  HISTORY     - 1939     SEE DESCRIPTION  CGS
 TR1255  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1255
 TR1255                          STATION DESCRIPTION
 TR1255
 TR1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 TR1255'THE STATION IS LOCATED ON WHIDBEY ISLAND, ON THE W SHORE OF SKAGIT
 TR1255'BAY, AT A POINT ABOUT 2-1/2 MILES E OF POLNELL POINT.  THE STATION
 TR1255'MARK IS ABOUT 300 YARDS S OF A GROUP OF FISHERMENS SHACKS.  THE
 TR1255'POINT OF LAND AT THIS POINT CURVES GENTLY.  POLNELL POINT IS NOT
 TR1255'VISIBLE FROM THIS STATION.
 TR1255'
 TR1255'STATION AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET IN
 TR1255'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 TR1255'
 TR1255'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK IN A BOULDER AS
 TR1255'DESCRIBED IN NOTE 12C.
 TR1255'
 TR1255'REFERENCE MARK NO.1 IS IN A LARGE ROCK ABOUT 25 YARDS OUTSIDE OF
 TR1255'THE HIGH-WATER MARK.
 TR1255'
 TR1255'REFERENCE MARK NO.2 IS ABOUT 10 YARDS FROM THE TREE LINE.
 TR1255
 TR1255                          STATION RECOVERY (1930)
 TR1255
 TR1255'RECOVERY NOTE BY US ENGINEERS 1930
 TR1255'IT HAS RECENTLY BEEN REPORTED TO THIS OFFICE (SEATTLE FIELD
 TR1255'STATION) BY THE U.S. ENGINEERS THAT THE STATION MARK AND REFERENCE
 TR1255'MARK NO. 2 HAVE BEEN WASHED OUT AND THAT THE MONUMENT WAS FOUND ON
 TR1255'THE BEACH.  IT IS BELIEVED STATION IS LOST.
 TR1255
 TR1255                          STATION RECOVERY (1934)
 TR1255
 TR1255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JS)
 TR1255'THE STATION WAS THOROUGHLY SEARCHED FOR BUT NEITHER THE STATION
 TR1255'MARK OR REFERENCE MARKS COULD BE FOUND.  TWO BLOCKS OF CONCRETE
 TR1255'WERE FOUND ON THE BEACH WITH THEIR TOPS KNOCKED OFF THAT WERE
 TR1255'PROBABLY THE BASE OF THE STATION AND ONE OF THE REFERENCE MARKS.
 TR1255
 TR1255                          STATION RECOVERY (1939)
 TR1255
 TR1255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1255'STATION LOST.  A NEW STATION FROST 1939 WAS ESTABLISHED IN THIS
 TR1255'VICINITY.  A CONCRETE POST, WITHOUT DISK WAS FOUND ON BEACH BY
 TR1255'TOPOGRAPHER.
 TR1255
 TR1255                          STATION RECOVERY (1960)
 TR1255
 TR1255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1255'STATION NOT RECOVERED.  THE AREA WAS SEARCHED BUT NO TRACE OF
 TR1255'STATION, REFERENCE MARKS OR CONCRETE BLOCKS THAT MIGHT HAVE
 TR1255'CONTAINED DISKS WERE FOUND.  SIGNS OF SEVERE EROSION AND CHANGE DUE
 TR1255'TO STORMS AND NORMAL WAVE ACTION WERE OBSERVED IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1265 ***********************************************************************
 TR1265  DESIGNATION -  FROSTAD POINT FLAGPOLE
 TR1265  PID         -  TR1265
 TR1265  STATE/COUNTY-  WA/ISLAND
 TR1265  USGS QUAD   -  CRESCENT HARBOR (1977)
 TR1265
 TR1265                         *CURRENT SURVEY CONTROL
 TR1265  ___________________________________________________________________
 TR1265* NAD 83(1991)-  48 17 33.71473(N)    122 30 50.41773(W)     ADJUSTED  
 TR1265* NAVD 88     -                                                        
 TR1265  ___________________________________________________________________
 TR1265  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 TR1265  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 TR1265
 TR1265  HORZ ORDER  -  THIRD
 TR1265
 TR1265.The horizontal coordinates were established by classical geodetic methods
 TR1265.and adjusted by the National Geodetic Survey in December 1991..
 TR1265
 TR1265
 TR1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1265
 TR1265.The geoid height was determined by GEOID03.
 TR1265
 TR1265;                    North         East     Units Scale Factor Converg.
 TR1265;SPC WA N     -   145,087.867   375,306.919   MT  0.99994690   -1 15 04.7
 TR1265;SPC WA N     -   476,009.11  1,231,319.45   sFT  0.99994690   -1 15 04.7
 TR1265;UTM  10      - 5,348,947.419   536,047.455   MT  0.99961597   +0 21 46.2
 TR1265
 TR1265                          SUPERSEDED SURVEY CONTROL
 TR1265
 TR1265  NAD 83(1986)-  48 17 33.71806(N)    122 30 50.42150(W) AD(       ) 4
 TR1265  NAD 27      -  48 17 34.35700(N)    122 30 45.83700(W) AD(       ) 3
 TR1265
 TR1265.Superseded values are not recommended for survey control.
 TR1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1265.See file dsdata.txt to determine how the superseded data were derived.
 TR1265
 TR1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU3604748947(NAD 83)
 TR1265
 TR1265  HISTORY     - Date     Condition        Report By
 TR1265  HISTORY     - 1939     MONUMENTED       CGS
 TR1265  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1265  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TR1265
 TR1265                          STATION DESCRIPTION
 TR1265
 TR1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (RWK)
 TR1265'STATION IS ON THE E SIDE OF WHIDBEY ISLAND ABOUT 2-1/2 MILES NE
 TR1265'OF POLNELL POINT AND ABOUT 1/2 MILE SW OF THE POINT KNOWN LOCALLY
 TR1265'AS FROSTAD POINT.  ABOUT 220 METERS NE OF THE INLET TO A SMALL
 TR1265'LAGOON.  ABOUT 7 METERS NE OF THE NE CORNER OF A BUILDING, THE TOP
 TR1265'OF A WHITE PAINTED FLAGPOLE.
 TR1265
 TR1265                          STATION RECOVERY (1955)
 TR1265
 TR1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JDE)
 TR1265'FLAGPOLE STILL IN GOOD CONDITION.
 TR1265
 TR1265                          STATION RECOVERY (1960)
 TR1265
 TR1265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LGT)
 TR1265'STATION DESTROYED.  THE OWNER OF THE PROPERTY ON WHICH THE FLAGPOLE
 TR1265'STOOD STATED THAT IT HAD BEEN TAKEN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1013 ***********************************************************************
 TP1013  DESIGNATION -  FRUITLAND
 TP1013  PID         -  TP1013
 TP1013  STATE/COUNTY-  WA/STEVENS
 TP1013  USGS QUAD   -  HUNTERS (1994)
 TP1013
 TP1013                         *CURRENT SURVEY CONTROL
 TP1013  ___________________________________________________________________
 TP1013* NAD 83(1991)-  48 04 01.08309(N)    118 13 31.81709(W)     ADJUSTED  
 TP1013* NAVD 88     -       674.95   (+/-2cm)    2214.4    (feet)  VERTCON   
 TP1013  ___________________________________________________________________
 TP1013  LAPLACE CORR-           6.90  (seconds)                    DEFLEC99
 TP1013  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TP1013
 TP1013  HORZ ORDER  -  FIRST
 TP1013  VERT ORDER  -  THIRD ? (See Below)
 TP1013
 TP1013.The horizontal coordinates were established by classical geodetic methods
 TP1013.and adjusted by the National Geodetic Survey in December 1991..
 TP1013
 TP1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1013.The vertical order pertains to the NGVD 29 superseded value.
 TP1013
 TP1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1013
 TP1013.The geoid height was determined by GEOID03.
 TP1013
 TP1013;                    North         East     Units Scale Factor Converg.
 TP1013;SPC WA N     -   121,920.341   694,309.795   MT  0.99994265   +1 56 29.7
 TP1013;SPC WA N     -   400,000.32  2,277,914.72   sFT  0.99994265   +1 56 29.7
 TP1013;UTM  11      - 5,324,469.846   408,701.965   MT  0.99970242   -0 54 42.3
 TP1013
 TP1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1013!SPC WA N     -   0.99989716  x   0.99994265  =   0.99983982
 TP1013!UTM  11      -   0.99989716  x   0.99970242  =   0.99959961
 TP1013
 TP1013|---------------------------------------------------------------------|
 TP1013| PID    Reference Object                     Distance      Geod. Az  |
 TP1013|                                                           dddmmss.s |
 TP1013| CF1474 FRUITLAND RM 1                       13.492 METERS 11945     |
 TP1013| TP1073 WHITESTONE LOH OLD 1934             APPROX.21.8 KM 2564810.0 |
 TP1013|---------------------------------------------------------------------|
 TP1013
 TP1013                          SUPERSEDED SURVEY CONTROL
 TP1013
 TP1013  NAD 83(1986)-  48 04 01.09374(N)    118 13 31.81274(W) AD(       ) 1
 TP1013  NAD 27      -  48 04 01.50900(N)    118 13 27.86200(W) AD(       ) 1
 TP1013  NGVD 29 (07/19/86)  673.72   (m)         2210.4    (f) LEVELING    3  
 TP1013
 TP1013.Superseded values are not recommended for survey control.
 TP1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1013.See file dsdata.txt to determine how the superseded data were derived.
 TP1013
 TP1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP0870224470(NAD 83)
 TP1013_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TP1013_SETTING: 66 = SET IN ROCK OUTCROP
 TP1013_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TP1013
 TP1013  HISTORY     - Date     Condition        Report By
 TP1013  HISTORY     - 1934     MONUMENTED       BOR
 TP1013  HISTORY     - 1947     SEE DESCRIPTION  CGS
 TP1013
 TP1013                          STATION DESCRIPTION
 TP1013
 TP1013'DESCRIBED BY US BUREAU OF RECLAMATION 1934 (CMB)
 TP1013'STATION IS ON THE LOWER OF TWO GRANITE KNOBS, THE HIGHER BEING
 TP1013'VISIBLE FROM SW OF FRUITLAND.
 TP1013'
 TP1013'TO REACH FROM FRUITLAND POST OFFICE, DRIVE S ON STATE HIGHWAY
 TP1013'22.  AT 1.1 MILES TURN RIGHT AND KEEP ON ROAD THAT FOLLOWS FENCE
 TP1013'LINE.  AT 1.6 MILES PASS JUNK PILE AND STOP 100 FEET BEYOND.  LEAVE
 TP1013'TRUCK AND CONTINUE ON FOOT ABOUT 1/4 MILE N TO TOP OF THE MORE W
 TP1013'OF TWO KNOBS.
 TP1013'
 TP1013'STATION AND REFERENCE MARK ARE SET ACCORDING TO NOTES 3 AND 12B,
 TP1013'RESPECTIVELY.
 TP1013
 TP1013                          STATION RECOVERY (1947)
 TP1013
 TP1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 TP1013'STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 TP1013'DESCRIBED BY THE U.S.B.R. IN 1934.  THE DESCRIPTION IS
 TP1013'ADEQUATE.  R.M. 1 IS SE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1634 ***********************************************************************
 TR1634  DESIGNATION -  FT WORDEN AZ INSTRUMNT SUPPORT
 TR1634  PID         -  TR1634
 TR1634  STATE/COUNTY-  WA/JEFFERSON
 TR1634  USGS QUAD   -  PORT TOWNSEND NORTH (1973)
 TR1634
 TR1634                         *CURRENT SURVEY CONTROL
 TR1634  ___________________________________________________________________
 TR1634* NAD 83(1991)-  48 08 27.33170(N)    122 46 04.91368(W)     ADJUSTED  
 TR1634* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 TR1634  ___________________________________________________________________
 TR1634  LAPLACE CORR-         -10.01  (seconds)                    DEFLEC99
 TR1634  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 TR1634
 TR1634  HORZ ORDER  -  SECOND
 TR1634
 TR1634.The horizontal coordinates were established by classical geodetic methods
 TR1634.and adjusted by the National Geodetic Survey in December 1991..
 TR1634
 TR1634.The orthometric height was scaled from a topographic map.
 TR1634
 TR1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1634
 TR1634.The geoid height was determined by GEOID03.
 TR1634
 TR1634;                    North         East     Units Scale Factor Converg.
 TR1634;SPC WA N     -   128,660.509   356,039.574   MT  0.99994233   -1 26 25.5
 TR1634;SPC WA N     -   422,113.69  1,168,106.50   sFT  0.99994233   -1 26 25.5
 TR1634;UTM  10      - 5,331,989.716   517,256.617   MT  0.99960366   +0 10 22.0
 TR1634
 TR1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1634!SPC WA N     -   0.99999092  x   0.99994233  =   0.99993325
 TR1634!UTM  10      -   0.99999092  x   0.99960366  =   0.99959458
 TR1634
 TR1634                          SUPERSEDED SURVEY CONTROL
 TR1634
 TR1634  NAD 83(1986)-  48 08 27.33167(N)    122 46 04.91904(W) AD(       ) 2
 TR1634  NAD 27      -  48 08 28.00100(N)    122 46 00.30100(W) AD(       ) 2
 TR1634
 TR1634.Superseded values are not recommended for survey control.
 TR1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1634.See file dsdata.txt to determine how the superseded data were derived.
 TR1634
 TR1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU1725731990(NAD 83)
 TR1634
 TR1634  HISTORY     - Date     Condition        Report By
 TR1634  HISTORY     - 1954     MONUMENTED       CGS
 TR1634  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TR1634
 TR1634                          STATION DESCRIPTION
 TR1634
 TR1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (RAG)
 TR1634'THE STATION IS A 8 INCH IRON PIPE WITH A BRASS CAP.  IT IS LOCATED,
 TR1634'IN A PIT HAVING A CONCRETE BOTTOM, 16.222 METERS NORTHEAST OF
 TR1634'TRIANGULATION STATION WORDEN 1921.
 TR1634
 TR1634                          STATION RECOVERY (1962)
 TR1634
 TR1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 TR1634'THE STATION WAS RECOVERED AS DESCRIBED BY R. A. G. IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TS0302 ***********************************************************************
 TS0302  DESIGNATION -  FUCA PILLAR
 TS0302  PID         -  TS0302
 TS0302  STATE/COUNTY-  WA/CLALLAM
 TS0302  USGS QUAD   -  CAPE FLATTERY (1984)
 TS0302
 TS0302                         *CURRENT SURVEY CONTROL
 TS0302  ___________________________________________________________________
 TS0302* NAD 83(1991)-  48 22 38.24472(N)    124 43 54.45167(W)     ADJUSTED  
 TS0302* NAVD 88     -                                                        
 TS0302  ___________________________________________________________________
 TS0302  LAPLACE CORR-          16.11  (seconds)                    DEFLEC99
 TS0302  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 TS0302
 TS0302  HORZ ORDER  -  THIRD
 TS0302
 TS0302.The horizontal coordinates were established by classical geodetic methods
 TS0302.and adjusted by the National Geodetic Survey in December 1991..
 TS0302
 TS0302
 TS0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 TS0302
 TS0302.The geoid height was determined by GEOID03.
 TS0302
 TS0302;                    North         East     Units Scale Factor Converg.
 TS0302;SPC WA N     -   160,445.055   211,340.919   MT  0.99995249   -2 54 08.9
 TS0302;SPC WA N     -   526,393.48    693,374.33   sFT  0.99995249   -2 54 08.9
 TS0302;UTM  10      - 5,359,684.785   371,763.108   MT  0.99980205   -1 17 41.1
 TS0302
 TS0302                          SUPERSEDED SURVEY CONTROL
 TS0302
 TS0302  NAD 83(1986)-  48 22 38.24236(N)    124 43 54.45245(W) AD(       ) 4
 TS0302  NAD 27      -  48 22 38.76600(N)    124 43 49.42500(W) AD(       ) 3
 TS0302
 TS0302.Superseded values are not recommended for survey control.
 TS0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TS0302.See file dsdata.txt to determine how the superseded data were derived.
 TS0302
 TS0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UCU7176359685(NAD 83)
 TS0302
 TS0302  HISTORY     - Date     Condition        Report By
 TS0302  HISTORY     - 1930     MONUMENTED       CGS
 TS0302
 TS0302                          STATION DESCRIPTION
 TS0302
 TS0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (KTA)
 TS0302'THE HIGHEST PART OF FUCA PILLAR, NEAR SHORE AND ABOUT 0.9 MILE S OF
 TS0302'TATOOSH LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY2271 ***********************************************************************
 SY2271  DESIGNATION -  FUGITT
 SY2271  PID         -  SY2271
 SY2271  STATE/COUNTY-  WA/KING
 SY2271  USGS QUAD   -  BUCKLEY (1993)
 SY2271
 SY2271                         *CURRENT SURVEY CONTROL
 SY2271  ___________________________________________________________________
 SY2271* NAD 83(1991)-  47 12 36.69174(N)    122 02 50.68048(W)     ADJUSTED  
 SY2271* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 SY2271  ___________________________________________________________________
 SY2271  LAPLACE CORR-           8.71  (seconds)                    DEFLEC99
 SY2271  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 SY2271
 SY2271  HORZ ORDER  -  SECOND
 SY2271
 SY2271.The horizontal coordinates were established by classical geodetic methods
 SY2271.and adjusted by the National Geodetic Survey in December 1991..
 SY2271
 SY2271.The orthometric height was scaled from a topographic map.
 SY2271
 SY2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY2271
 SY2271.The geoid height was determined by GEOID03.
 SY2271
 SY2271;                    North         East     Units Scale Factor Converg.
 SY2271;SPC WA N     -    24,095.488   408,022.529   MT  1.00006664   -0 54 14.1
 SY2271;SPC WA N     -    79,053.28  1,338,653.91   sFT  1.00006664   -0 54 14.1
 SY2271;SPC WA S     -   209,769.642   382,782.988   MT  0.99997416   -1 07 26.5
 SY2271;SPC WA S     -   688,219.23  1,255,847.19   sFT  0.99997416   -1 07 26.5
 SY2271;UTM  10      - 5,228,962.514   572,136.350   MT  0.99966395   +0 41 56.7
 SY2271
 SY2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY2271!SPC WA N     -   0.99997306  x   1.00006664  =   1.00003970
 SY2271!SPC WA S     -   0.99997306  x   0.99997416  =   0.99994722
 SY2271!UTM  10      -   0.99997306  x   0.99966395  =   0.99963702
 SY2271
 SY2271:                Primary Azimuth Mark                     Grid Az
 SY2271:SPC WA N     -  BURKE                                    071 03 12.2
 SY2271:SPC WA S     -  BURKE                                    071 16 24.6
 SY2271:UTM  10      -  BURKE                                    069 27 01.4
 SY2271
 SY2271|---------------------------------------------------------------------|
 SY2271| PID    Reference Object                     Distance      Geod. Az  |
 SY2271|                                                           dddmmss.s |
 SY2271| SX1290 BURKE                               APPROX.12.3 KM 0700858.1 |
 SY2271| CE4039 FUGITT RM                             3.883 METERS 29252     |
 SY2271|---------------------------------------------------------------------|
 SY2271
 SY2271                          SUPERSEDED SURVEY CONTROL
 SY2271
 SY2271  NAD 83(1986)-  47 12 36.68277(N)    122 02 50.69423(W) AD(       ) 2
 SY2271  NAD 27      -  47 12 37.31800(N)    122 02 46.29000(W) AD(       ) 2
 SY2271
 SY2271.Superseded values are not recommended for survey control.
 SY2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY2271.See file dsdata.txt to determine how the superseded data were derived.
 SY2271
 SY2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7213628963(NAD 83)
 SY2271_MARKER: Z = SEE DESCRIPTION
 SY2271_SETTING: 0 = UNSPECIFIED SETTING
 SY2271
 SY2271  HISTORY     - Date     Condition        Report By
 SY2271  HISTORY     - 1937     MONUMENTED       WAGS
 SY2271  HISTORY     - 1971     SEE DESCRIPTION  WA-033
 SY2271
 SY2271                          STATION DESCRIPTION
 SY2271
 SY2271'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SY2271'STATION IS 13 MILES FROM AUBURN, 3 MILES FROM ENUMCLAW, 0.5 MILE
 SY2271'W OF ALBERT FUGITTS RICHFIELD GAS STATION AT SECTION LINE 21-22,
 SY2271'200 FEET E OF SW CORNER OF NW 1/4 OF NE 1/4 OF SEC. 21, T.20, R.6,
 SY2271'ON THE GRASSY BANK 4.47 FEET N OF PAVEMENT AND IN LINE WITH W
 SY2271'SIDE OF THE FRAME HOUSE WHICH STANDS ON S SIDE OF ROAD.
 SY2271'
 SY2271'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED KING COUNTY
 SY2271'AERIAL SURVEY SET IN A BOULDER.  REFERENCE MARK IS SIMILAR AND
 SY2271'SET 12.470 FEET MAGNETIC S 40 DEG W FROM THE STATION.
 SY2271'
 SY2271'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 SY2271
 SY2271                          STATION RECOVERY (1971)
 SY2271
 SY2271'RECOVERY NOTE BY KING COUNTY WASHINGTON 1971 (CWC)
 SY2271'SEARCHED FOR AND NOT FOUND AND PROBABLY DESTROYED BY ROAD
 SY2271'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY3904 ***********************************************************************
 SY3904  DESIGNATION -  FUHRMAN 1953
 SY3904  PID         -  SY3904
 SY3904  STATE/COUNTY-  WA/KING
 SY3904  USGS QUAD   -  
 SY3904
 SY3904                         *CURRENT SURVEY CONTROL
 SY3904  ___________________________________________________________________
 SY3904* NAD 83(1991)-  47 39 05.84877(N)    122 19 15.85468(W)     ADJUSTED  
 SY3904* NAVD 88     -        18.54   (+/-2cm)      60.8    (feet)  VERTCON   
 SY3904  ___________________________________________________________________
 SY3904  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 SY3904  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY3904
 SY3904  HORZ ORDER  -  THIRD
 SY3904  VERT ORDER  -  THIRD ? (See Below)
 SY3904
 SY3904.The horizontal coordinates were established by classical geodetic methods
 SY3904.and adjusted by the National Geodetic Survey in December 1991..
 SY3904
 SY3904.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY3904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY3904.The vertical order pertains to the NGVD 29 superseded value.
 SY3904
 SY3904.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY3904
 SY3904.The geoid height was determined by GEOID03.
 SY3904
 SY3904;                    North         East     Units Scale Factor Converg.
 SY3904;SPC WA N     -    73,529.168   388,241.414   MT  0.99997517   -1 06 27.5
 SY3904;SPC WA N     -   241,236.95  1,273,755.37   sFT  0.99997517   -1 06 27.5
 SY3904;UTM  10      - 5,277,804.190   550,984.985   MT  0.99963194   +0 30 06.4
 SY3904
 SY3904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY3904!SPC WA N     -   1.00000082  x   0.99997517  =   0.99997599
 SY3904!UTM  10      -   1.00000082  x   0.99963194  =   0.99963276
 SY3904
 SY3904|---------------------------------------------------------------------|
 SY3904| PID    Reference Object                     Distance      Geod. Az  |
 SY3904|                                                           dddmmss.s |
 SY3904| SY0378 3 A 4 WAGS                            5.937 METERS 00807     |
 SY3904| SY4182 FUHRMAN 1953 RM 1                     4.754 METERS 02055     |
 SY3904| SY3874 DORM                                483.021 METERS 0284238.3 |
 SY3904| SY3906 SEATTLE CITY MON EASTLAKE ST         16.190 METERS 25123     |
 SY3904| SY3943 LEEDY                               APPROX. 0.6 KM 2860630.5 |
 SY3904|---------------------------------------------------------------------|
 SY3904
 SY3904                          SUPERSEDED SURVEY CONTROL
 SY3904
 SY3904  NAD 83(1986)-  47 39 05.84219(N)    122 19 15.85976(W) AD(       ) 3
 SY3904  NAD 27      -  47 39 06.48900(N)    122 19 11.40800(W) AD(       ) 3
 SY3904  NGVD 29 (07/19/86)   17.45   (m)           57.3    (f) LEVELING    3  
 SY3904
 SY3904.Superseded values are not recommended for survey control.
 SY3904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY3904.See file dsdata.txt to determine how the superseded data were derived.
 SY3904
 SY3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5098577804(NAD 83)
 SY3904_MARKER: Z = SEE DESCRIPTION
 SY3904_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SY3904+WITH SETTING: PAVEMENT
 SY3904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY3904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY3904+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 SY3904
 SY3904  HISTORY     - Date     Condition        Report By
 SY3904  HISTORY     - 1953     MONUMENTED       CGS
 SY3904  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SY3904  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY3904  HISTORY     - 1977     GOOD             NOS
 SY3904  HISTORY     - 1983     GOOD             USPSQD
 SY3904  HISTORY     - 20021116 GOOD             USPSQD
 SY3904  HISTORY     - 20060503 GOOD             USPSQD
 SY3904
 SY3904                          STATION DESCRIPTION
 SY3904
 SY3904'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CP)
 SY3904'IN SEATTLE, AT EASTLAKE AND FUHRMAN AVENUES, NEAR THE SOUTH END OF
 SY3904'THE UNIVERSITY BRIDGE.  THE STATION IS A STANDARD TRIANGULATION
 SY3904'DISC, STAMPED FUHRMAN 1953 CEMENTED INTO A DRILL HOLE ABOUT 18
 SY3904'INCHES IN FROM THE EAST SIDE OF THE SIDEWALK ON THE EAST SIDE OF
 SY3904'THE BRIDGE.  IT IS ON LINE WITH THE EAST GUARD RAIL OF THE BRIDGE
 SY3904'(HAND RAIL) AND DIRECTLY OPPOSITE THE SOUTH END OF THE CONCRETE
 SY3904'RAIL.
 SY3904'
 SY3904'THE ONLY NEAR MARK WHICH WAS REFERENCED TO THE STATION IS THE
 SY3904'SEATTLE CITY SURVEY MONUMENT IN THE INTERSECTION OF THE CENTERLINES
 SY3904'OF EASTLAKE AVENUE AND FUHRMAN AVENUE.
 SY3904
 SY3904                          STATION RECOVERY (1957)
 SY3904
 SY3904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CMB)
 SY3904'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SY3904
 SY3904                          STATION RECOVERY (1963)
 SY3904
 SY3904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (QSS)
 SY3904'STATION WAS FOUND IN GOOD CONDITION.
 SY3904'
 SY3904'DESCRIPTION IS ADEQUATE.
 SY3904'
 SY3904'STATION WAS NOT OCCUPIED.
 SY3904
 SY3904                          STATION RECOVERY (1977)
 SY3904
 SY3904'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY3904'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE CITY OF
 SY3904'SEATTLE MONUMENT EASTLAKE AND FUHRMAN AVENUES WAS NOT
 SY3904'SEARCHED FOR BUT IS PROBABLY STILL IN PLACE.  A REFERENCE
 SY3904'MARK WAS ESTABLISHED AND BENCH MARK 3A4 WAS CONNECTED BY
 SY3904'TRAVERSE AT THIS TIME.
 SY3904'
 SY3904'THE STATION IS A USC+GS DISK,
 SY3904'STAMPED---FUHRMAN 1953---SET IN A DRILL HOLE IN THE SIDEWALK
 SY3904'53.1 FEET NORTHEAST OF THE CENTERLINE INTERSECTION OF FUHRMAN
 SY3904'AND EASTLAKE AVENUES, 1.5 FEET WEST OF THE EAST FACE OF THE
 SY3904'CONCRETE RAIL ON THE EAST SIDE OF THE BRIDGE AND AT
 SY3904'THE SOUTHEAST END OF THE BRIDGE.
 SY3904'REFERENCE MARK 1 IS A NATIONAL OCEAN SURVEY DISK,
 SY3904'STAMPED---FUHRMAN 1953 RM 1 1977---SET IN A DRILL HOLE
 SY3904'IN THE SIDEWALK, 15.6 FEET NORTH OF THE SOUTH END OF THE
 SY3904'CONCRETE GUARD RAIL ON THE EAST SIDE OF THE BRIDGE, 5.6
 SY3904'FEET SOUTHEAST OF A STREET LIGHT POLE AND 1.5 FEET WEST
 SY3904'OF THE EAST FACE OF THE RAIL.
 SY3904'
 SY3904'BENCHMARK 3A4 IS A USC+GS AND STATE SURVEY DISK,
 SY3904'STAMPED---3A4---SET IN THE RAISED CONCRETE CURB AT THE
 SY3904'SOUTHEAST END OF THE BRIDGE, 0.6 FOOT SOUTH OF THE
 SY3904'SOUTHERNMOST STREET LIGHT POLE ON THE BRIDGE AND ABOUT
 SY3904'1 FOOT HIGHER THAN THE SIDEWALK.
 SY3904'
 SY3904'HEIGHT OF THE SIGNAL WAS 1.5 METERS.
 SY3904
 SY3904                          STATION RECOVERY (1983)
 SY3904
 SY3904'RECOVERY NOTE BY US POWER SQUADRON 1983 (RS)
 SY3904'FUHRMAN 1953 RECOVERED GOOD.
 SY3904'
 SY3904'RECOVERED AS DESCRIBED.
 SY3904'
 SY3904'ALSO FUHRMAN 1953 NO. 1 1977 REF. MARK RECOVERED BUT WAS NOT IN
 SY3904'DESCRIPTION.  EST. 18 FOOT N. OF MARK.
 SY3904
 SY3904                          STATION RECOVERY (2002)
 SY3904
 SY3904'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY3904'RECOVERED IN GOOD CONDITION.
 SY3904
 SY3904                          STATION RECOVERY (2006)
 SY3904
 SY3904'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY3904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4182 ***********************************************************************
 SY4182  DESIGNATION -  FUHRMAN 1953 RM 1
 SY4182  PID         -  SY4182
 SY4182  STATE/COUNTY-  WA/KING
 SY4182  USGS QUAD   -  
 SY4182
 SY4182                         *CURRENT SURVEY CONTROL
 SY4182  ___________________________________________________________________
 SY4182* NAD 83(1991)-  47 39 05.99256(N)    122 19 15.77337(W)     ADJUSTED  
 SY4182* NAVD 88     -        18.69   (+/-2cm)      61.3    (feet)  VERTCON   
 SY4182  ___________________________________________________________________
 SY4182  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 SY4182  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SY4182
 SY4182  HORZ ORDER  -  THIRD
 SY4182  VERT ORDER  -  THIRD ? (See Below)
 SY4182
 SY4182.The horizontal coordinates were established by classical geodetic methods
 SY4182.and adjusted by the National Geodetic Survey in December 1991..
 SY4182
 SY4182.The NAVD 88 height was computed by applying the VERTCON shift value to
 SY4182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SY4182.The vertical order pertains to the NGVD 29 superseded value.
 SY4182
 SY4182.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4182
 SY4182.The geoid height was determined by GEOID03.
 SY4182
 SY4182;                    North         East     Units Scale Factor Converg.
 SY4182;SPC WA N     -    73,533.575   388,243.196   MT  0.99997516   -1 06 27.5
 SY4182;SPC WA N     -   241,251.40  1,273,761.22   sFT  0.99997516   -1 06 27.5
 SY4182;UTM  10      - 5,277,808.643   550,986.642   MT  0.99963195   +0 30 06.5
 SY4182
 SY4182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4182!SPC WA N     -   1.00000079  x   0.99997516  =   0.99997595
 SY4182!UTM  10      -   1.00000079  x   0.99963195  =   0.99963274
 SY4182
 SY4182|---------------------------------------------------------------------|
 SY4182| PID    Reference Object                     Distance      Geod. Az  |
 SY4182|                                                           dddmmss.s |
 SY4182| SY3904 FUHRMAN 1953                          4.754 METERS 20055     |
 SY4182| SY3943 LEEDY                               APPROX. 0.6 KM 2853903.1 |
 SY4182| SY0378 3 A 4 WAGS                            1.674 METERS 32908     |
 SY4182|---------------------------------------------------------------------|
 SY4182
 SY4182                          SUPERSEDED SURVEY CONTROL
 SY4182
 SY4182  NAD 83(1986)-  47 39 05.98610(N)    122 19 15.77838(W) AD(       ) 3
 SY4182  NAD 27      -  47 39 06.63280(N)    122 19 11.32668(W) AD(       ) 3
 SY4182  NGVD 29 (07/19/86)   17.60   (m)           57.7    (f) LEVELING    3  
 SY4182
 SY4182.Superseded values are not recommended for survey control.
 SY4182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4182.See file dsdata.txt to determine how the superseded data were derived.
 SY4182
 SY4182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET5098777809(NAD 83)
 SY4182_MARKER: DS = TRIANGULATION STATION DISK
 SY4182_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SY4182+WITH SETTING: PAVEMENT
 SY4182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY4182+STABILITY: SURFACE MOTION
 SY4182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SY4182+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 SY4182
 SY4182  HISTORY     - Date     Condition        Report By
 SY4182  HISTORY     - 1977     MONUMENTED       NOS
 SY4182  HISTORY     - 20021116 GOOD             USPSQD
 SY4182  HISTORY     - 20060503 GOOD             USPSQD
 SY4182
 SY4182                          STATION DESCRIPTION
 SY4182
 SY4182'DESCRIBED BY NATIONAL OCEAN SERVICE 1977 (RBM)
 SY4182'THE STATION IS LOCATED IN THE CITY OF SEATTLE, AT THE
 SY4182'SOUTHEAST END OF THE UNIVERSITY BRIDGE OVER PORTAGE BAY
 SY4182'AND ABOUT 21 METERS NORTHEAST OF THE INTERSECTION OF
 SY4182'EASTLAKE AVENUE AND FUHRMAN AVENUE.
 SY4182'
 SY4182'THE STATION IS A NATIONAL OCEAN SURVEY DISK,
 SY4182'STAMPED---FUHRMAN 1953 RM 1 1977---, SET IN A DRILL HOLE
 SY4182'IN THE CONCRETE SIDEWALK, 15.6 FEET NORTH OF THE SOUTH END
 SY4182'OF THE CONCRETE GUARD RAIL ON THE EAST SIDE OF THE BRIDGE,
 SY4182'5.6 FEET SOUTHEAST OF A STREET LIGHT POLE AND IS 1.5 FEET
 SY4182'WEST OF THE FACE OF THE RAIL.
 SY4182'
 SY4182'STATION FUHRMAN IS A USC+GS DISK,
 SY4182'STAMPED---FUHRMAN 1953---SET IN THE SIDEWALK AT THE
 SY4182'SOUTHEAST END OF THE UNIVERSITY BRIDGE, 53 FEET NORTHWEST
 SY4182'OF THE CENTERLINE INTERSECTION OF EASTLAKE AND FUHRMAN
 SY4182'AVENUES AND 1.5 FEET WEST OF THE WEST FACE OF THE
 SY4182'CONCRETE GUARD RAIL ON THE EAST SIDE OF THE BRIDGE.
 SY4182'
 SY4182'BENCH MARK 3A4 IS A USC+GS AND STATE SURVEY DISK,
 SY4182'STAMPED---3A4---SET IN THE RAISED CURB AT THE SOUTHEAST
 SY4182'END OF THE BRIDGE, 0.6 FEET SOUTH OF THE SOUTHEASTERNMOST
 SY4182'STREET LIGHT POLE ON THE BRIDGE AND ABOUT 1 FOOT HIGHER
 SY4182'THAN THE SIDEWALK.
 SY4182'
 SY4182'HEIGHT OF THE SIGNAL WAS 1.45 METERS.
 SY4182
 SY4182                          STATION RECOVERY (2002)
 SY4182
 SY4182'RECOVERY NOTE BY US POWER SQUADRON 2002 (DJM)
 SY4182'RECOVERED IN GOOD CONDITION.
 SY4182
 SY4182                          STATION RECOVERY (2006)
 SY4182
 SY4182'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY4182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR1883 ***********************************************************************
 TR1883  DESIGNATION -  FULL 1927
 TR1883  PID         -  TR1883
 TR1883  STATE/COUNTY-  WA/SKAGIT
 TR1883  USGS QUAD   -  ANACORTES NORTH (1995)
 TR1883
 TR1883                         *CURRENT SURVEY CONTROL
 TR1883  ___________________________________________________________________
 TR1883* NAD 83(1991)-  48 31 19.45082(N)    122 36 47.02088(W)     ADJUSTED  
 TR1883* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 TR1883  ___________________________________________________________________
 TR1883  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 TR1883  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TR1883
 TR1883  HORZ ORDER  -  THIRD
 TR1883
 TR1883.The horizontal coordinates were established by classical geodetic methods
 TR1883.and adjusted by the National Geodetic Survey in December 1991..
 TR1883
 TR1883.The orthometric height was scaled from a topographic map.
 TR1883
 TR1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 TR1883
 TR1883.The geoid height was determined by GEOID03.
 TR1883
 TR1883;                    North         East     Units Scale Factor Converg.
 TR1883;SPC WA N     -   170,750.814   368,548.732   MT  0.99996712   -1 19 30.2
 TR1883;SPC WA N     -   560,204.96  1,209,146.96   sFT  0.99996712   -1 19 30.2
 TR1883;UTM  10      - 5,374,401.030   528,571.437   MT  0.99961003   +0 17 23.6
 TR1883
 TR1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TR1883!SPC WA N     -   1.00000294  x   0.99996712  =   0.99997006
 TR1883!UTM  10      -   1.00000294  x   0.99961003  =   0.99961297
 TR1883
 TR1883:                Primary Azimuth Mark                     Grid Az
 TR1883:SPC WA N     -  CABLE                                    322 11 35.4
 TR1883:UTM  10      -  CABLE                                    320 34 41.6
 TR1883
 TR1883|---------------------------------------------------------------------|
 TR1883| PID    Reference Object                     Distance      Geod. Az  |
 TR1883|                                                           dddmmss.s |
 TR1883| TR1913 CABLE                               APPROX. 1.0 KM 3205205.2 |
 TR1883|---------------------------------------------------------------------|
 TR1883
 TR1883                          SUPERSEDED SURVEY CONTROL
 TR1883
 TR1883  NAD 83(1986)-  48 31 19.45415(N)    122 36 47.02504(W) AD(       ) 3
 TR1883  NAD 27      -  48 31 20.07700(N)    122 36 42.40900(W) AD(       ) 3
 TR1883
 TR1883.Superseded values are not recommended for survey control.
 TR1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR1883.See file dsdata.txt to determine how the superseded data were derived.
 TR1883
 TR1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU2857174401(NAD 83)
 TR1883
 TR1883  HISTORY     - Date     Condition        Report By
 TR1883  HISTORY     - 1927     MONUMENTED       CGS
 TR1883  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TR1883  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TR1883  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TR1883
 TR1883                          STATION DESCRIPTION
 TR1883
 TR1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCJ)
 TR1883'THIS STATION IS MARKED BY A 1/4-INCH HOLE DRILLED IN THE DOCK OF
 TR1883'MORRISON MILL COMPANY AT ITS NORTHWEST CORNER.  THIS HOLE IS
 TR1883'SURROUNDED BY A CIRCLE OF NAILS DRIVEN FLUSH WITH THE DOCK SURFACE.
 TR1883'
 TR1883'NO REFERENCE MARKS WERE PLACED.
 TR1883'
 TR1883'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TR1883
 TR1883                          STATION RECOVERY (1940)
 TR1883
 TR1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (BHR)
 TR1883'RECOVERED AS DESCRIBED.  THIS STATION IS MARKED BY A 1/4-INCH
 TR1883'HOLE DRILLED IN THE PIER OF THE MORRISON MILL COMPANY AT ITS
 TR1883'NORTHWEST CORNER.  THIS HOLE IS SURROUNDED BY A CIRCLE OF NAILS
 TR1883'DRIVEN FLUSH WITH THE PIER SURFACE.
 TR1883'
 TR1883'NO REFERENCE MARKS WERE PLACED.
 TR1883'
 TR1883'THIS STATION WAS NOT USED IN THE 1940 SCHEME SINCE IT WAS POSSIBLE
 TR1883'TO GET A MORE PERMANENT STATION NEARBY.  THE PIER IS IN A STATE
 TR1883'OF DISREPAIR AND IT IS ONLY A QUESTION OF TIME BEFORE THE MARK WILL
 TR1883'BE LOST.
 TR1883
 TR1883                          STATION RECOVERY (1953)
 TR1883
 TR1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (FN)
 TR1883'STATION DESTROYED.  THE PIER, ON WHICH THE STATION WAS LOCATED,
 TR1883'WAS COMPLETELY REBUILT IN 1946 ACCORDING TO THE PORT OF ANACORTES
 TR1883'HARBORMASTER.
 TR1883
 TR1883                          STATION RECOVERY (1955)
 TR1883
 TR1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ANS)
 TR1883'STATION IS LOST DUE TO NEW CONSTRUCTION WORK TO THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1446 ***********************************************************************
 SX1446  DESIGNATION -  FULLER
 SX1446  PID         -  SX1446
 SX1446  STATE/COUNTY-  WA/KING
 SX1446  USGS QUAD   -  MOUNT SI (1989)
 SX1446
 SX1446                         *CURRENT SURVEY CONTROL
 SX1446  ___________________________________________________________________
 SX1446* NAD 83(1991)-  47 35 09.67611(N)    121 44 47.16734(W)     ADJUSTED  
 SX1446* NAVD 88     -       574.     (meters)    1883.     (feet)  SCALED    
 SX1446  ___________________________________________________________________
 SX1446  LAPLACE CORR-          19.43  (seconds)                    DEFLEC99
 SX1446  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 SX1446
 SX1446  HORZ ORDER  -  SECOND
 SX1446
 SX1446.The horizontal coordinates were established by classical geodetic methods
 SX1446.and adjusted by the National Geodetic Survey in December 1991..
 SX1446
 SX1446.The orthometric height was scaled from a topographic map.
 SX1446
 SX1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1446
 SX1446.The geoid height was determined by GEOID03.
 SX1446
 SX1446;                    North         East     Units Scale Factor Converg.
 SX1446;SPC WA N     -    65,562.486   431,318.723   MT  0.99998506   -0 40 47.4
 SX1446;SPC WA N     -   215,099.59  1,415,084.84   sFT  0.99998506   -0 40 47.4
 SX1446;UTM  10      - 5,271,051.169   594,255.266   MT  0.99970917   +0 55 32.0
 SX1446
 SX1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1446!SPC WA N     -   0.99991341  x   0.99998506  =   0.99989847
 SX1446!UTM  10      -   0.99991341  x   0.99970917  =   0.99962260
 SX1446
 SX1446:                Primary Azimuth Mark                     Grid Az
 SX1446:SPC WA N     -  SMALL SI                                 184 55 23.8
 SX1446:UTM  10      -  SMALL SI                                 183 19 04.4
 SX1446
 SX1446|---------------------------------------------------------------------|
 SX1446| PID    Reference Object                     Distance      Geod. Az  |
 SX1446|                                                           dddmmss.s |
 SX1446| SX1319 SMALL SI                            APPROX. 9.7 KM 1841436.4 |
 SX1446|---------------------------------------------------------------------|
 SX1446
 SX1446                          SUPERSEDED SURVEY CONTROL
 SX1446
 SX1446  NAD 83(1986)-  47 35 09.66580(N)    121 44 47.17252(W) AD(       ) 2
 SX1446  NAD 27      -  47 35 10.29800(N)    121 44 42.76300(W) AD(       ) 2
 SX1446
 SX1446.Superseded values are not recommended for survey control.
 SX1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1446.See file dsdata.txt to determine how the superseded data were derived.
 SX1446
 SX1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET9425571051(NAD 83)
 SX1446
 SX1446  HISTORY     - Date     Condition        Report By
 SX1446  HISTORY     - 1937     MONUMENTED       WAGS
 SX1446
 SX1446                          STATION DESCRIPTION
 SX1446
 SX1446'DESCRIBED BY WASHINGTON GEODETIC SURVEY 1937
 SX1446'PROCEED FROM SEATTLE ON PAVEMENT THROUGH FALL CITY TOWARD NORTH
 SX1446'BEND TO SNOQUALMIE RIVER BRIDGE 39 MILES FROM SEATTLE.  TURN OFF
 SX1446'LEFT JUST BEFORE REACHING BRIDGE, FOLLOW UP BESIDE RIVER 0.1 MILE,
 SX1446'SIDE ROAD ON LEFT.  CONTINUE AHEAD 0.9 MILE TO A BRIDGE.  FOLLOW
 SX1446'BRIDGE ROAD TO LEFT 0.2 MILE AND TURN RIGHT.  RUN 2.2 MILES TO
 SX1446'ANOTHER BRIDGE OVER THE N FORK OF THE SNOQUALMIE.  TURN LEFT ON
 SX1446'BRIDGE ROAD.  RUN 0.9 MILE SEE SIDE ROAD ON RIGHT BUT CONTINUE
 SX1446'AHEAD.  RUN 0.4 MILE TO GRAVEL BUNKER.  RUN 0.4 MILE AND TAKE
 SX1446'RIGHT FORK.  RUN 0.5 MILE, TAKE LEFT FORK AND CONTINUE TO END
 SX1446'OF ROAD NEAR LAKE MC LEOD.  SEE TRAIL TURNING OFF TO RIGHT JUST
 SX1446'BEFORE YOU REACH EXTREME END OF PARKING SPACE.
 SX1446'
 SX1446'IT IS ABOUT 2 MILES OVER TO FULLER MOUNTAIN.  SHORTLY BEFORE
 SX1446'REACHING THE FOOT OF THE MOUNTAIN, TRAIL RUNS INTO AN OLD LOGGING
 SX1446'GRADE.  THIS ROAD PASSES CLOSE TO THE NE PART OF THE
 SX1446'MOUNTAIN.  HERE THE MOUNTAIN SHOWS A LARGE SLIDE WHICH DIVIDES
 SX1446'ITS EASTERN FACE.  FROM THE NEAREST POINT ON THE ROAD CROSS
 SX1446'SLOPE TO SLIDE, PASS TO LEFT OVER FOOT OF SLIDE AND ASCEND
 SX1446'ALONG THE S EDGE OF SLIDE TO DEPRESSION AT THE TOP OF SLIDE,
 SX1446'AND LEFT THROUGH OLD SKID ROAD TO MIDDLE OF HIGHEST PART OF
 SX1446'MOUNTAIN.
 SX1446'
 SX1446'RECONNAISSANCE PARTY USED THIS ROUTE TO DESCEND.  GOING UP WE
 SX1446'PROCEEDED FROM END OF TRAIL A FEW HUNDRED YARDS S ON LOGGING ROAD
 SX1446'TO AN OLD LOADING PLATFORM NEAR WHICH A TINY SHACK IS SEEN.  CROSS
 SX1446'TO THE S SLOPE.  THEN STRAIGHT UP OVER RIDGE TO TOP.  THIS TOOK
 SX1446'ABOUT 1-1/2 HOURS AND IS BELIEVED TO BE EASIER THAN THE OTHER
 SX1446'ROUTE.  THE STATION IS A FEW FEET W OF THE HIGHEST PART OF THE
 SX1446'HILL, BETWEEN THAT POINT AND THE LARGE STUMP TO WHICH THE CABLE
 SX1446'IS ATTACHED.
 SX1446'
 SX1446'THERE IS ANOTHER ROUTE OF APPROACH TO THE MOUNTAIN BY WHICH A
 SX1446'TRUCK CAN COME INTO THE LOGGING GRADE PASSING AGAINST THE TOE
 SX1446'OF THE E SLOPE SAVING THE 2-MILE WALK FROM LAKE MC LEOD.  THE
 SX1446'ENTRANCE IS NOT KNOWN.  IT IS THROUGH A LOCK GATE.  INFORMATION
 SX1446'AND THE KEY CAN BE OBTAINED FROM MR. O NEILL AT THE SNOQUALMIE
 SX1446'FALLS LUMBER COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY4713 ***********************************************************************
 SY4713  DESIGNATION -  FULMER
 SY4713  PID         -  SY4713
 SY4713  STATE/COUNTY-  WA/KING
 SY4713  USGS QUAD   -  
 SY4713
 SY4713                         *CURRENT SURVEY CONTROL
 SY4713  ___________________________________________________________________
 SY4713* NAD 83(1991)-  47 38 26.44847(N)    122 24 55.21864(W)     ADJUSTED  
 SY4713* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 SY4713  ___________________________________________________________________
 SY4713  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 SY4713  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SY4713
 SY4713  HORZ ORDER  -  SECOND
 SY4713
 SY4713.The horizontal coordinates were established by classical geodetic methods
 SY4713.and adjusted by the National Geodetic Survey in December 1991..
 SY4713
 SY4713.The orthometric height was scaled from a topographic map.
 SY4713
 SY4713.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY4713
 SY4713.The geoid height was determined by GEOID03.
 SY4713
 SY4713;                    North         East     Units Scale Factor Converg.
 SY4713;SPC WA N     -    72,453.839   381,135.990   MT  0.99997673   -1 10 40.2
 SY4713;SPC WA N     -   237,708.97  1,250,443.66   sFT  0.99997673   -1 10 40.2
 SY4713;UTM  10      - 5,276,530.138   543,915.034   MT  0.99962370   +0 25 55.3
 SY4713
 SY4713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY4713!SPC WA N     -   1.00000260  x   0.99997673  =   0.99997933
 SY4713!UTM  10      -   1.00000260  x   0.99962370  =   0.99962629
 SY4713
 SY4713|---------------------------------------------------------------------|
 SY4713| PID    Reference Object                     Distance      Geod. Az  |
 SY4713|                                                           dddmmss.s |
 SY4713| CF6659 FULMER RM 2                           3.543 METERS 04235     |
 SY4713| SY4766 FOURMILE ROCK LIGHT                 231.835 METERS 14307     |
 SY4713| CF6660 FULMER RM 3                          10.248 METERS 14333     |
 SY4713| SY4589 BLAKELY ROCK LIGHT 1934             APPROX. 7.1 KM 2233633.2 |
 SY4713| SY4586 BLAKELEY 2 1934                     APPROX. 7.1 KM 2233755.0 |
 SY4713| CF6658 FULMER RM 1                           2.150 METERS 26935     |
 SY4713|---------------------------------------------------------------------|
 SY4713
 SY4713                          SUPERSEDED SURVEY CONTROL
 SY4713
 SY4713  NAD 83(1986)-  47 38 26.44287(N)    122 24 55.22344(W) AD(       ) 2
 SY4713  NAD 27      -  47 38 27.09100(N)    122 24 50.76000(W) AD(       ) 2
 SY4713
 SY4713.Superseded values are not recommended for survey control.
 SY4713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY4713.See file dsdata.txt to determine how the superseded data were derived.
 SY4713
 SY4713_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET4391576530(NAD 83)
 SY4713_MARKER: DS = TRIANGULATION STATION DISK
 SY4713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY4713
 SY4713  HISTORY     - Date     Condition        Report By
 SY4713  HISTORY     - 1934     MONUMENTED       CGS
 SY4713  HISTORY     - 1946     GOOD             CGS
 SY4713  HISTORY     - 1956     GOOD             CGS
 SY4713  HISTORY     - 1963     GOOD             CGS
 SY4713  HISTORY     - 1964     GOOD             CGS
 SY4713  HISTORY     - 1984     GOOD             USPSQD
 SY4713  HISTORY     - 20060628 MARK NOT FOUND   USPSQD
 SY4713
 SY4713                          STATION DESCRIPTION
 SY4713
 SY4713'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JS)
 SY4713'STATION IS ON THE NORTHERN SHORE OF ELLIOTT BAY, ABOUT 200 METERS NW
 SY4713'OF FOUR MILE ROCK LIGHT AT THE INSIDE OF THE NW CORNER OF THE
 SY4713'CONCRETE AND GRANITE RETAINING WALL IN FRONT OF THE HOME OF
 SY4713'MR. W.L. FULMER AT 2503 PERKINS LANE.
 SY4713'
 SY4713'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 SY4713'SET IN CONCRETE.
 SY4713'
 SY4713'REFERENCE MARK NO.1 IS IN THE NW CORNER OF THE CONCRETE FOUNDATION
 SY4713'OF THE WALL.  REFERENCE MARK NO.2 IS ON THE TOP OF THE W WALL ABOUT
 SY4713'0.3 METERS S OF THE INNER END.
 SY4713
 SY4713                          STATION RECOVERY (1946)
 SY4713
 SY4713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (APR)
 SY4713'THE STATION IS ON THE N SHORE OF ELLIOTT BAY, ABOUT 200 METERS NW OF
 SY4713'FOUR MILE LIGHT AT THE INSIDE OF THE NW CORNER OF THE CONCRETE AND
 SY4713'GRANITE RETAINING WALL IN FRONT OF THE PROPERTY AT 2503 PERKINS
 SY4713'LANE.  A SMALL BOATHOUSE AND SMALL HOME HAVE BEEN BUILT JUST BACK
 SY4713'OF THE RETAINING WALL SINCE THE TIME THIS STATION WAS RECOVERED IN
 SY4713'1936.
 SY4713'
 SY4713'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 SY4713'CONCRETE.
 SY4713'
 SY4713'REFERENCE MARK 1 IS IN THE NW CORNER OF THE CONCRETE FOUNDATION OF
 SY4713'THE WALL.  IT IS A BRONZE REFERENCE DISK.
 SY4713'
 SY4713'REFERENCE MARK 2 IS ON THE TOP OF THE W WALL, ABOUT 4 METERS E OF
 SY4713'THE STATION.  IT IS A BRONZE REFERENCE DISK.
 SY4713'
 SY4713'THE DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS WERE NOT
 SY4713'VERIFIED AT THIS TIME.
 SY4713
 SY4713                          STATION RECOVERY (1956)
 SY4713
 SY4713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 SY4713'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO BE
 SY4713'IN GOOD CONDITION.  THE CONCRETE APRON IN WHICH REFERENCE MARK 1 WAS
 SY4713'SET HAS BEEN REMOVED AND REFERENCE MARK 1 MUST BE CONSIDERED
 SY4713'DESTROYED.  REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.  A
 SY4713'COMPLETE DESCRIPTION FOLLOWS WITH ANY CHANGES OR ADDITIONS AS
 SY4713'NOTED.
 SY4713'
 SY4713'STATION IS ON THE NORTHERN SHORE OF ELLIOT BAY, ABOUT 200 METERS
 SY4713'NORTHWEST OF FOUR MILE ROCK LIGHT AT THE INSIDE OF THE NORTHWEST
 SY4713'CORNER OF THE CONCRETE AND ROCK RETAINING WALL IN FRONT OF THE BOAT
 SY4713'HOUSE AT THE RESIDENCE OF MR. HARRY W. KAPPAN.
 SY4713'
 SY4713'TO REACH FROM THE INTERSECTION OF 15TH AVENUE WEST AND GARFIELD
 SY4713'STREET, IN SEATTLE, GO WEST ACROSS THE GARFIELD STREET BRIDGE AND UP
 SY4713'THE HILL FOR 1.25 MILES TO THE INTERSECTION OF GARFIELD STREET AND
 SY4713'MAGNOLIA BLVD.  HERE TURN LEFT ACROSS A BRIDGE AND THENCE LEFT
 SY4713'ONTO MAGNOLIA BLVD.  CONTINUE NORTHWESTERLY ON MAGNOLIA BLVD. FOR
 SY4713'1.2 MILES TO THE INTERSECTION OF RAY AVENUE AND MAGNOLIA BLVD.
 SY4713'TURN LEFT ONTO RAY AVENUE AND GO 0.3 MILES TO THE INTERSECTION
 SY4713'OF RAY STREET AND PERKINS LANE.  HERE TURN LEFT ONTO PERKINS
 SY4713'LANE AND GO 0.15 MILES TO GLENMONT STREET.  THIS IS THE END OF
 SY4713'TRUCK TRAVEL.  FROM HERE PACK DOWN THE DRIVEWAY OF THE
 SY4713'HARRY W. KAPPAN RESIDENCE TO THE END OF THE DRIVEWAY AT THE
 SY4713'BOTTOM OF THE HILL, THENCE NORTH (RIGHT) IN FRONT OF THE HOUSE
 SY4713'AND DOWN THE STEPS TO THE SWIMMING POOL, BEAR NORTH (RIGHT)
 SY4713'FROM THE POOL ALONG THE FRONT OF THE BOAT HOUSE TO THE NORTHWEST
 SY4713'CORNER OF THE RETAINING WALL AND THE STATION.
 SY4713'
 SY4713'THE STATION MARK A STANDARD DISK STAMPED FULMER 1934, IS SET IN A
 SY4713'DRILL HOLE IN A CONCRETE SLAB THAT COVERS THE TOP OF A CONCRETE
 SY4713'AND ROCK RETAINING WALL.  THE MARK IS 4.5 FEET NORTHWEST OF THE
 SY4713'NORTHWEST CORNER OF THE BOAT HOUSE AND 3.5 FEET EAST OF THE
 SY4713'NORTHWEST CORNER OF THE RETAINING WALL.
 SY4713'
 SY4713'REFERENCE MARK 2 A STANDARD DISK STAMPED FULMER 2 1934, IS SET IN
 SY4713'A DRILL HOLE IN THE NORTH END OF THE NORTHWEST WINGWALL OF THE ROCK
 SY4713'AND CONCRETE RETAINING WALL.  THE MARK IS 3 FEET NORTH OF THE NORTH
 SY4713'WALL OF THE BOAT HOUSE.
 SY4713'
 SY4713'REFERENCE MARK 3 A STANDARD DISK STAMPED FULMER NO 3 1934 IS SET
 SY4713'IN A DRILL HOLE IN THE TOP OF A CONCRETE SLAB THAT COVERS A ROCK
 SY4713'AND CONCRETE RETAINING WALL.  THE MARK IS 4 FEET WEST OF THE
 SY4713'NORTHWEST CORNER OF A SWIMMING POOL AND 8 INCHES NORTHEAST OF THE
 SY4713'EDGE OF THE WALL.
 SY4713'
 SY4713'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 SY4713
 SY4713                          STATION RECOVERY (1963)
 SY4713
 SY4713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY4713'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED AS DESCRIBED
 SY4713'BY L.S.B. IN 1956.
 SY4713
 SY4713                          STATION RECOVERY (1964)
 SY4713
 SY4713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (IRR)
 SY4713'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED.  THE
 SY4713'DISTANCES TO THE REFERENCE MARKS ARE LONGER THAN STATED IN 1956, AND
 SY4713'THE ANGLE BETWEEN THE MARKS IS SMALLER BY 32 MINUTES.  (DISTANCE TO
 SY4713'NO. 2, 3.548M., NO. 3, 10.250 M.).  THIS WOULD SEEM TO INDICATE
 SY4713'SOME MOVEMENT OF THE STATION MARK.
 SY4713'
 SY4713'THE STATION MARK IS 36.53 FEET NORTH OF THE NORTHWEST CORNER OF THE
 SY4713'SWIMMING POOL, 3.33 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 SY4713'BOAT HOUSE, 2.38 FEET EAST OF THE WEST EDGE OF THE BULKHEAD AND
 SY4713'2.27 FEET SOUTH OF THE NORTH EDGE OF THE BULKHEAD.
 SY4713'
 SY4713'REFERENCE MARK NO. 2, STAMPED FULMER 2 1934, IS 2.6 FEET NORTH OF
 SY4713'THE NORTH SIDE OF THE BOAT HOUSE, 0.90 FEET WEST OF THE EAST EDGE OF
 SY4713'THE BULKHEAD, AND 0.62 FEET SOUTH OF THE NORTH EDGE OF THE
 SY4713'BULKHEAD.
 SY4713'
 SY4713'REFERENCE MARK NO. 3 IS 21.07 FEET SOUTHSOUTHWEST OF THE SOUTHWEST
 SY4713'CORNER OF THE BOAT HOUSE, 3.18 FEET NORTH OF THE NORTHWEST CORNER OF
 SY4713'THE SWIMMING POOL, AND 0.72 FEET EAST OF THE WEST EDGE OF THE
 SY4713'BULKHEAD.
 SY4713
 SY4713                          STATION RECOVERY (1984)
 SY4713
 SY4713'RECOVERY NOTE BY US POWER SQUADRON 1984 (DEY)
 SY4713'FOUND STATION MARK GOOD.
 SY4713'
 SY4713'R.M. 2 IS BURIED UNDER BUSHES.
 SY4713'
 SY4713'R.M. 3 SWIMMING POOL IS NO LONGER IN USE AND IS IN DISREPAIR GOOD.
 SY4713
 SY4713                          STATION RECOVERY (2006)
 SY4713
 SY4713'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSK)
 SY4713'HOUSE NUMBER 2481 NOW BUILT BETWEEN 2503 AND CONCRETE BULKHEAD.
 SY4713'BULKHEAD REBUILT AND MOVED FROM ORIGINAL LOCATION.  SWIMMING POOL NO
 SY4713'LONGER EXISTS.  BOATHOUSE NO LONGER EXISTS. EAST WALL OF SWIMMING POOL
 SY4713'EXISTS AS BACKUP SEAWALL. APPROX 6 FEET EAST OF CONCRETE TOPPED
 SY4713'SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1105 ***********************************************************************
 SY1105  DESIGNATION -  FULTON
 SY1105  PID         -  SY1105
 SY1105  STATE/COUNTY-  WA/JEFFERSON
 SY1105  USGS QUAD   -  QUILCENE (1953)
 SY1105
 SY1105                         *CURRENT SURVEY CONTROL
 SY1105  ___________________________________________________________________
 SY1105* NAD 83(1991)-  47 45 09.00578(N)    122 48 17.57906(W)     ADJUSTED  
 SY1105* NAVD 88     -         3.920  (meters)      12.86   (feet)  POSTED    
 SY1105  ___________________________________________________________________
 SY1105  LAPLACE CORR-         -16.77  (seconds)                    DEFLEC99
 SY1105  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 SY1105  DYNAMIC HT  -           3.920 (meters)      12.86  (feet)  COMP
 SY1105  MODELED GRAV-     980,819.3   (mgal)                       NAVD 88
 SY1105
 SY1105  HORZ ORDER  -  SECOND
 SY1105  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1105
 SY1105.The horizontal coordinates were established by classical geodetic methods
 SY1105.and adjusted by the National Geodetic Survey in December 1991..
 SY1105
 SY1105.The orthometric height was determined by differential leveling
 SY1105.and adjusted by the National Geodetic Survey in 1992..
 SY1105.No vertical observational check was made to the station.
 SY1105.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1105.was located on a no-check spur therefore a value was not computed.
 SY1105
 SY1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 SY1105
 SY1105.The geoid height was determined by GEOID03.
 SY1105
 SY1105.The dynamic height is computed by dividing the NAVD 88
 SY1105.geopotential number by the normal gravity value computed on the
 SY1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1105.degrees latitude (g = 980.6199 gals.).
 SY1105
 SY1105.The modeled gravity was interpolated from observed gravity values.
 SY1105
 SY1105;                    North         East     Units Scale Factor Converg.
 SY1105;SPC WA N     -    85,557.921   352,191.789   MT  0.99996248   -1 28 04.3
 SY1105;SPC WA N     -   280,701.28  1,155,482.56   sFT  0.99996248   -1 28 04.3
 SY1105;UTM  10      - 5,288,810.834   514,624.322   MT  0.99960263   +0 08 40.0
 SY1105
 SY1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SY1105!SPC WA N     -   1.00000280  x   0.99996248  =   0.99996528
 SY1105!UTM  10      -   1.00000280  x   0.99960263  =   0.99960543
 SY1105
 SY1105|---------------------------------------------------------------------|
 SY1105| PID    Reference Object                     Distance      Geod. Az  |
 SY1105|                                                           dddmmss.s |
 SY1105| SY1104 FULTON RM 1                           5.935 METERS 07001     |
 SY1105| SY1106 FULTON RM 2                           6.009 METERS 21742     |
 SY1105| SY5523 SYLOPASH POINT LIGHT                APPROX. 9.1 KM 2275228.9 |
 SY1105| SY5466 PULALI POINT LIGHT                  APPROX. 3.7 KM 2595144.3 |
 SY1105| SY1165 COMPUTER BLDG                       APPROX. 3.5 KM 2833108.2 |
 SY1105| SY5553 WHITNEY POINT WARNING LT TOWER      APPROX. 3.6 KM 2852846.8 |
 SY1105|---------------------------------------------------------------------|
 SY1105
 SY1105                          SUPERSEDED SURVEY CONTROL
 SY1105
 SY1105  NAD 83(1986)-  47 45 09.00257(N)    122 48 17.58586(W) AD(       ) 2
 SY1105  NAD 27      -  47 45 09.66800(N)    122 48 13.03200(W) AD(       ) 2
 SY1105  NGVD 29 (??/??/??)    2.832  (m)            9.29   (f) ADJUSTED    1 2
 SY1105
 SY1105.Superseded values are not recommended for survey control.
 SY1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1105.See file dsdata.txt to determine how the superseded data were derived.
 SY1105
 SY1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET1462488811(NAD 83)
 SY1105_MARKER: DS = TRIANGULATION STATION DISK
 SY1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1105_STAMPING: FULTON 1955
 SY1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1105+STABILITY: SURFACE MOTION
 SY1105
 SY1105  HISTORY     - Date     Condition        Report By
 SY1105  HISTORY     - 1955     MONUMENTED       CGS
 SY1105  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SY1105  HISTORY     - 1963     SEE DESCRIPTION  CGS
 SY1105  HISTORY     - 1965     GOOD             CGS
 SY1105  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SY1105  HISTORY     - 1989     GOOD             USPSQD
 SY1105
 SY1105                          STATION DESCRIPTION
 SY1105
 SY1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LSB)
 SY1105'THE STATION IS ABOUT 5 MILES SOUTHEAST OF QUILCENE, ON THE EAST
 SY1105'SHORE OF DABOB BAY AND IN THE YARD OF A MR. FULTONS RESIDENCE.  THE
 SY1105'MARK IS 46.5 FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 6
 SY1105'FEET SOUTHEAST OF THE CORNER OF A CONCRETE RETAINING WALL AND 5
 SY1105'FEET SOUTH OF THE NORTH RETAINING WALL AND 5 FEET EAST OF THE
 SY1105'WEST RETAINING WALL.  THIS RETAINING WALL PROTECTS THE YARD
 SY1105'FROM THE ACTION OF WAVES AND TIDES TO THE NORTH AND WEST.
 SY1105'
 SY1105'TO REACH THE STATION FROM THE COMMUNITY OF CENTER, ON STATE ROUTE
 SY1105'9E ABOUT 17 MILES WEST OF SOUTH POINT, GO SOUTH ON A PAVED COUNTY
 SY1105'ROAD FOR 5.65 MILES TO A FORK AND A SIGN COYLE 18 AND DABOB.  TURN
 SY1105'LEFT AND GO FOR 0.4 MILE TO A FORK AND A SIGN COYLE 15.  TURN LEFT
 SY1105'AND FOLLOW THE MAIN TRAVELED ROAD IN A SOUTHERLY DIRECTION FOR
 SY1105'11.2 MILES TO A WELL TRAVELED ROAD ON THE RIGHT AND A SIGN
 SY1105'HARMONY.  TURN RIGHT AND GO 0.6 MILE TO A THREE WAY ROAD FORK,
 SY1105'KEEP RIGHT FOR 0.15 MILE TO A ROAD ON THE LEFT AND A SIGN FULTON.
 SY1105'TURN LEFT AS PER SIGN FULTON AND GO DOWN A STEEP GRADE TO THE
 SY1105'SHORE OF DABOB BAY AND THE FULTON RESIDENCE ON THE LEFT AND THE
 SY1105'STATION.
 SY1105'
 SY1105'THE STATION MARK IS A STANDARD DISK STAMPED FULTON 1955.  IT
 SY1105'CEMENTED IN THE TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES IN
 SY1105'DIAMETER AND IS FLUSH WITH THE GROUND.
 SY1105'
 SY1105'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FULTON NO 1 1955.  IT
 SY1105'IS SET FLUSH IN THE TOP OF THE RETAINING WALL.  22.2 FEET EAST OF
 SY1105'THE CORNER OF THE WALL, 20 INCHES WEST OF THE EAST END OF THE
 SY1105'RETAINING WALL AND 18 INCHES HIGHER THAN THE STATION MARK.
 SY1105'
 SY1105'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FULTON NO 2 1955.  IT
 SY1105'IS SET FLUSH IN THE TOP OF THE RETAINING WALL.  22.4 FEET SOUTH
 SY1105'OF THE NORTHWEST CORNER OF THE WALL, 9.7 FEET SOUTH OF A RINGBOLT
 SY1105'SET IN THE WALL AND 18 INCHES HIGHER THAN THE STATION.
 SY1105
 SY1105                          STATION RECOVERY (1961)
 SY1105
 SY1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MEW)
 SY1105'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 SY1105'AS DESCRIBED.  POOL CHECKS ON MEASUREMENTS CAUSED BY STRONG WINDS.
 SY1105
 SY1105                          STATION RECOVERY (1963)
 SY1105
 SY1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 SY1105'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 SY1105'BY L.S.B. IN 1955.
 SY1105
 SY1105                          STATION RECOVERY (1965)
 SY1105
 SY1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SY1105'17.55 MI SE FROM QUILCENE.
 SY1105'5.5 MILES NORTHEAST ALONG A ROAD FROM QUILCENE HIGH SCHOOL AT
 SY1105'QUILCENE, THENCE 11.25 MILES SOUTHEAST ALONG COYLE ROAD, THENCE 0.7
 SY1105'MILE NORTHWEST ALONG A DIRT ROAD, THENCE 0.1 MILE WEST ALONG A ROAD,
 SY1105'45 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 19.5 FEET
 SY1105'SOUTHWEST OF R.M. 1, 19.7 FEET NORTH-NORTHEAST OF R.M. 2, 6.0 FEET
 SY1105'SOUTHEAST OF THE NORTH CORNER OF A CONCRETE RETAINING WALL, ABOUT 1
 SY1105'FOOT LOWER THAN THE TOP OF A SEAWALL, AND SET IN THE TOP OF A CONCRETE
 SY1105'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 SY1105
 SY1105                          STATION RECOVERY (1969)
 SY1105
 SY1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GFT)
 SY1105'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SY1105'CONDITION AS DESCRIBED BY L. S. B. IN 1955.
 SY1105
 SY1105                          STATION RECOVERY (1989)
 SY1105
 SY1105'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1104 ***********************************************************************
 SY1104  DESIGNATION -  FULTON RM 1
 SY1104  PID         -  SY1104
 SY1104  STATE/COUNTY-  WA/JEFFERSON
 SY1104  USGS QUAD   -  QUILCENE (1953)
 SY1104
 SY1104                         *CURRENT SURVEY CONTROL
 SY1104  ___________________________________________________________________
 SY1104* NAD 83(1986)-  47 45 08.     (N)    122 48 18.     (W)     SCALED    
 SY1104* NAVD 88     -         4.299  (meters)      14.10   (feet)  POSTED    
 SY1104  ___________________________________________________________________
 SY1104  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 SY1104  DYNAMIC HT  -           4.300 (meters)      14.11  (feet)  COMP
 SY1104  MODELED GRAV-     980,818.0   (mgal)                       NAVD 88
 SY1104
 SY1104  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1104
 SY1104.The horizontal coordinates were scaled from a topographic map and have
 SY1104.an estimated accuracy of +/- 6 seconds.
 SY1104
 SY1104.The orthometric height was determined by differential leveling
 SY1104.and adjusted by the National Geodetic Survey in 1992..
 SY1104.No vertical observational check was made to the station.
 SY1104.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1104.was located on a no-check spur therefore a value was not computed.
 SY1104
 SY1104.The geoid height was determined by GEOID03.
 SY1104
 SY1104.The dynamic height is computed by dividing the NAVD 88
 SY1104.geopotential number by the normal gravity value computed on the
 SY1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1104.degrees latitude (g = 980.6199 gals.).
 SY1104
 SY1104.The modeled gravity was interpolated from observed gravity values.
 SY1104
 SY1104;                    North         East    Units  Estimated Accuracy
 SY1104;SPC WA N     -    85,530.      352,180.      MT  (+/- 180 meters Scaled)
 SY1104
 SY1104                          SUPERSEDED SURVEY CONTROL
 SY1104
 SY1104  NGVD 29 (??/??/??)    3.211  (m)           10.53   (f) ADJUSTED    1 2
 SY1104
 SY1104.Superseded values are not recommended for survey control.
 SY1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1104.See file dsdata.txt to determine how the superseded data were derived.
 SY1104
 SY1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET146887(NAD 83)
 SY1104_MARKER: DR = REFERENCE MARK DISK
 SY1104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1104_SP_SET: RETAINING WALL
 SY1104_STAMPING: FULTON NO 1 1955
 SY1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1104
 SY1104  HISTORY     - Date     Condition        Report By
 SY1104  HISTORY     - 1955     MONUMENTED       CGS
 SY1104  HISTORY     - 1965     GOOD             CGS
 SY1104  HISTORY     - 1989     GOOD             USPSQD
 SY1104
 SY1104                          STATION DESCRIPTION
 SY1104
 SY1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1104'17.55 MI SE FROM QUILCENE.
 SY1104'5.5 MILES NORTHEAST ALONG A ROAD FROM QUILCENE HIGH SCHOOL AT
 SY1104'QUILCENE, THENCE 11.25 MILES SOUTHEAST ALONG COYLE ROAD, THENCE 0.7
 SY1104'MILE NORTHWEST ALONG A DIRT ROAD, THENCE 0.1 MILE WEST ALONG A ROAD,
 SY1104'IN THE TOP AND 1.0 FOOT SOUTHWEST OF THE NORTHEAST END OF A CONCRETE
 SY1104'RETAINING WALL, 37.6 FEET NORTHEAST OF R.M. 2, 19.5 FEET NORTHEAST OF
 SY1104'THE STATION, ABOUT 1 FOOT HIGHER THAN THE STATION, AND 2 1/2 FEET
 SY1104'ABOVE THE GROUND.
 SY1104
 SY1104                          STATION RECOVERY (1989)
 SY1104
 SY1104'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1106 ***********************************************************************
 SY1106  DESIGNATION -  FULTON RM 2
 SY1106  PID         -  SY1106
 SY1106  STATE/COUNTY-  WA/JEFFERSON
 SY1106  USGS QUAD   -  QUILCENE (1953)
 SY1106
 SY1106                         *CURRENT SURVEY CONTROL
 SY1106  ___________________________________________________________________
 SY1106* NAD 83(1986)-  47 45 08.     (N)    122 48 18.     (W)     SCALED    
 SY1106* NAVD 88     -         4.291  (meters)      14.08   (feet)  POSTED    
 SY1106  ___________________________________________________________________
 SY1106  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 SY1106  DYNAMIC HT  -           4.290 (meters)      14.07  (feet)  COMP
 SY1106  MODELED GRAV-     980,818.0   (mgal)                       NAVD 88
 SY1106
 SY1106  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SY1106
 SY1106.The horizontal coordinates were scaled from a topographic map and have
 SY1106.an estimated accuracy of +/- 6 seconds.
 SY1106
 SY1106.The orthometric height was determined by differential leveling
 SY1106.and adjusted by the National Geodetic Survey in 1992..
 SY1106.No vertical observational check was made to the station.
 SY1106.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SY1106.was located on a no-check spur therefore a value was not computed.
 SY1106
 SY1106.The geoid height was determined by GEOID03.
 SY1106
 SY1106.The dynamic height is computed by dividing the NAVD 88
 SY1106.geopotential number by the normal gravity value computed on the
 SY1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1106.degrees latitude (g = 980.6199 gals.).
 SY1106
 SY1106.The modeled gravity was interpolated from observed gravity values.
 SY1106
 SY1106;                    North         East    Units  Estimated Accuracy
 SY1106;SPC WA N     -    85,530.      352,180.      MT  (+/- 180 meters Scaled)
 SY1106
 SY1106                          SUPERSEDED SURVEY CONTROL
 SY1106
 SY1106  NGVD 29 (??/??/??)    3.203  (m)           10.51   (f) ADJUSTED    1 2
 SY1106
 SY1106.Superseded values are not recommended for survey control.
 SY1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1106.See file dsdata.txt to determine how the superseded data were derived.
 SY1106
 SY1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET146887(NAD 83)
 SY1106_MARKER: DR = REFERENCE MARK DISK
 SY1106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1106_SP_SET: WALL
 SY1106_STAMPING: FULTON NO 2 1955
 SY1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1106
 SY1106  HISTORY     - Date     Condition        Report By
 SY1106  HISTORY     - 1955     MONUMENTED       CGS
 SY1106  HISTORY     - 1965     GOOD             CGS
 SY1106  HISTORY     - 1989     GOOD             USPSQD
 SY1106
 SY1106                          STATION DESCRIPTION
 SY1106
 SY1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SY1106'17.55 MI SE FROM QUILCENE.
 SY1106'5.5 MILES NORTHEAST ALONG A ROAD FROM QUILCENE HIGH SCHOOL AT
 SY1106'QUILCENE, THENCE 11.25 MILES SOUTHEAST ALONG COYLE ROAD, THENCE 0.7
 SY1106'MILE NORTHWEST ALONG A DIRT ROAD, THENCE 0.1 MILE WEST ALONG A ROAD,
 SY1106'IN THE TOP OF A CONCRETE RETAINING WALL, 33 FEET NORTHWEST OF THE
 SY1106'NORTHWEST CORNER OF A HOUSE, 21 FEET SOUTH OF THE NORTH CORNER OF THE
 SY1106'RETAINING WALL, 19.7 FEET SOUTH-SOUTHWEST OF THE STATION, 37.6 FEET
 SY1106'SOUTHWEST OF R.M. 1, AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 SY1106
 SY1106                          STATION RECOVERY (1989)
 SY1106
 SY1106'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1358 ***********************************************************************
 TP1358  DESIGNATION -  FUNK
 TP1358  PID         -  TP1358
 TP1358  STATE/COUNTY-  WA/OKANOGAN
 TP1358  USGS QUAD   -  CONCONULLY EAST (1981)
 TP1358
 TP1358                         *CURRENT SURVEY CONTROL
 TP1358  ___________________________________________________________________
 TP1358* NAD 83(1991)-  48 35 58.96541(N)    119 44 40.71178(W)     ADJUSTED  
 TP1358* NAVD 88     -      1562.2    (meters)    5125.     (feet)  VERTCON   
 TP1358  ___________________________________________________________________
 TP1358  LAPLACE CORR-         -10.57  (seconds)                    DEFLEC99
 TP1358  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 TP1358
 TP1358  HORZ ORDER  -  THIRD
 TP1358
 TP1358.The horizontal coordinates were established by classical geodetic methods
 TP1358.and adjusted by the National Geodetic Survey in December 1991..
 TP1358
 TP1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 TP1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TP1358
 TP1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1358
 TP1358.The geoid height was determined by GEOID03.
 TP1358
 TP1358;                    North         East     Units Scale Factor Converg.
 TP1358;SPC WA N     -   178,432.458   580,293.420   MT  0.99997761   +0 48 38.0
 TP1358;SPC WA N     -   585,407.16  1,903,846.00   sFT  0.99997761   +0 48 38.0
 TP1358;UTM  11      - 5,386,595.955   297,655.792   MT  1.00010305   -2 03 34.1
 TP1358
 TP1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1358!SPC WA N     -   0.99975801  x   0.99997761  =   0.99973562
 TP1358!UTM  11      -   0.99975801  x   1.00010305  =   0.99986103
 TP1358
 TP1358:                Primary Azimuth Mark                     Grid Az
 TP1358:SPC WA N     -  PEACOCK                                  185 16 34.4
 TP1358:UTM  11      -  PEACOCK                                  188 08 46.5
 TP1358
 TP1358|---------------------------------------------------------------------|
 TP1358| PID    Reference Object                     Distance      Geod. Az  |
 TP1358|                                                           dddmmss.s |
 TP1358| TP1371 PEACOCK                             APPROX. 9.5 KM 1860512.4 |
 TP1358| CS4700 FUNK RM 1                             6.382 METERS 20233     |
 TP1358| CS4701 FUNK RM 2                             2.779 METERS 31734     |
 TP1358|---------------------------------------------------------------------|
 TP1358
 TP1358                          SUPERSEDED SURVEY CONTROL
 TP1358
 TP1358  NAD 83(1986)-  48 35 58.97040(N)    119 44 40.70876(W) AD(       ) 3
 TP1358  NGVD 29 (10/02/90) 1560.8    (m)         5121.     (f) VERT ANG       
 TP1358
 TP1358.Superseded values are not recommended for survey control.
 TP1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1358.See file dsdata.txt to determine how the superseded data were derived.
 TP1358
 TP1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UKP9765686596(NAD 83)
 TP1358_MARKER: DS = TRIANGULATION STATION DISK
 TP1358_SETTING: 80 = SET IN A BOULDER
 TP1358_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TP1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TP1358+STABILITY: SURFACE MOTION
 TP1358
 TP1358  HISTORY     - Date     Condition        Report By
 TP1358  HISTORY     - 1956     MONUMENTED       USGS
 TP1358  HISTORY     - 19750908 GOOD             USPSQD
 TP1358
 TP1358                          STATION DESCRIPTION
 TP1358
 TP1358'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TP1358'LOCATED ABOUT 15.5 MI SW. OF TONASKET, 3 MI NE. OF CONCONULLY.  ON
 TP1358'HIGH TIMBERED RIDGE KNOWN LOCALLY AS FUNK MOUNTAIN.
 TP1358'
 TP1358'SEE 1975 NOTE FOR TO REACH.
 TP1358'
 TP1358'STATION MARK--STANDARD TABLET STAMPED---FUNK 1956---, CEMENTED IN
 TP1358'DRILL HOLE IN 2X3-FT FLAT-TOPPED BOULDER FLUSH WITH GROUND,
 TP1358'CENTERED UNDER 14X14-FT LOH ON WOODEN TOWER.
 TP1358'
 TP1358'RM 1--COPPER NAIL AND WASHER STAMPED---1---, CEMENTED IN DRILL HOLE
 TP1358'IN ROCK OUTCROP.
 TP1358'
 TP1358'RM 2--COPPER NAIL AND WASHER STAMPED---2---, CEMENTED IN DRILL HOLE
 TP1358'IN NORTHEAST CONCRETE BASE OF LOT.
 TP1358'
 TP1358'1975 NOTE FROM FORM 9-1165--TO REACH FROM USFS STATION IN
 TP1358'CONCONULLY, GO 3.4 MI N. ON PAVED RD. TO RD. FORK.  TURN RIGHT
 TP1358'NNE. OF BLADED RD. 2.2 MI TO RD. FORK.  TURN RIGHT 0.8 MI SE. TO
 TP1358'RD. FORK.  TURN RIGHT 2.1 MI S. TO TOP AND STATION UNDER 14X14-FT
 TP1358'WOODEN LOT.
 TP1358
 TP1358                          STATION RECOVERY (1975)
 TP1358
 TP1358'RECOVERY NOTE BY US POWER SQUADRON 1975 (RJE)
 TP1358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX1593 ***********************************************************************
 SX1593  CBN         -  This is a Cooperative Base Network Control Station.
 SX1593  DESIGNATION -  FUNK
 SX1593  PID         -  SX1593
 SX1593  STATE/COUNTY-  WA/KING
 SX1593  USGS QUAD   -  CARNATION (1993)
 SX1593
 SX1593                         *CURRENT SURVEY CONTROL
 SX1593  ___________________________________________________________________
 SX1593* NAD 83(1998)-  47 44 17.84895(N)    121 59 08.54957(W)     ADJUSTED  
 SX1593* NAVD 88     -        36.698  (meters)     120.40   (feet)  ADJUSTED  
 SX1593  ___________________________________________________________________
 SX1593  X           -  -2,276,316.712 (meters)                     COMP
 SX1593  Y           -  -3,644,891.023 (meters)                     COMP
 SX1593  Z           -   4,697,366.260 (meters)                     COMP
 SX1593  LAPLACE CORR-          14.65  (seconds)                    DEFLEC99
 SX1593  ELLIP HEIGHT-          13.71  (meters)          (07/03/01) GPS OBS
 SX1593  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 SX1593  DYNAMIC HT  -          36.704 (meters)     120.42  (feet)  COMP
 SX1593  MODELED GRAV-     980,761.3   (mgal)                       NAVD 88
 SX1593
 SX1593  HORZ ORDER  -  B
 SX1593  VERT ORDER  -  SECOND    CLASS II
 SX1593  ELLP ORDER  -  FIFTH     CLASS I
 SX1593
 SX1593.The horizontal coordinates were established by GPS observations
 SX1593.and adjusted by the National Geodetic Survey in July 2001..
 SX1593.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SX1593.DATUM ITEM on the data sheet items page.
 SX1593
 SX1593.The orthometric height was determined by differential leveling
 SX1593.and adjusted by the National Geodetic Survey in April 1995..
 SX1593
 SX1593.Photographs are available for this station.
 SX1593
 SX1593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SX1593
 SX1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 SX1593
 SX1593.The ellipsoidal height was determined by GPS observations
 SX1593.and is referenced to NAD 83.
 SX1593
 SX1593.The geoid height was determined by GEOID03.
 SX1593
 SX1593.The dynamic height is computed by dividing the NAVD 88
 SX1593.geopotential number by the normal gravity value computed on the
 SX1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX1593.degrees latitude (g = 980.6199 gals.).
 SX1593
 SX1593.The modeled gravity was interpolated from observed gravity values.
 SX1593
 SX1593;                    North         East     Units Scale Factor Converg.
 SX1593;SPC WA N     -    82,731.643   413,575.917   MT  0.99996408   -0 51 28.7
 SX1593;SPC WA N     -   271,428.73  1,356,873.65   sFT  0.99996408   -0 51 28.7
 SX1593;UTM  10      - 5,287,711.226   576,043.106   MT  0.99967106   +0 45 02.5
 SX1593
 SX1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SX1593!SPC WA N     -   0.99999785  x   0.99996408  =   0.99996193
 SX1593!UTM  10      -   0.99999785  x   0.99967106  =   0.99966891
 SX1593
 SX1593                          SUPERSEDED SURVEY CONTROL
 SX1593
 SX1593  NAD 83(1991)-  47 44 17.84729(N)    121 59 08.55126(W) AD(       ) B
 SX1593  ELLIP H (05/29/91)   13.93   (m)                       GP(       ) 4 1
 SX1593  NGVD 29 (05/29/91)   35.61   (m)          116.8    (f) LEVELING    3  
 SX1593
 SX1593.Superseded values are not recommended for survey control.
 SX1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX1593.See file dsdata.txt to determine how the superseded data were derived.
 SX1593
 SX1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET7604387711(NAD 83)
 SX1593_MARKER: DH = HORIZONTAL CONTROL DISK
 SX1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX1593_SP_SET: CONCRETE POST
 SX1593_STAMPING: FUNK 1990
 SX1593_MARK LOGO: NGS   
 SX1593_MAGNETIC: N = NO MAGNETIC MATERIAL
 SX1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX1593+STABILITY: SURFACE MOTION
 SX1593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SX1593+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1992
 SX1593
 SX1593  HISTORY     - Date     Condition        Report By
 SX1593  HISTORY     - 1990     MONUMENTED       NGS
 SX1593  HISTORY     - 19920929 GOOD             EVANS
 SX1593
 SX1593                          STATION DESCRIPTION
 SX1593
 SX1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 SX1593'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI) WEST OF GROTTO, 35.4 KM
 SX1593'(22.0 MI) NORTH OF RENTON, 19.3 KM (12.0 MI) SOUTHWEST OF SULTAN AND
 SX1593'IN THE CITY OF DUVALL ON PROPERTY LEASED BY THE US GOVERNMENT.
 SX1593'TO REACH FROM THE BLINKING CAUTION LIGHT AT THE INTERSECTION OF STATE
 SX1593'ROUTE 203 AND VIRGINIA STREET IN DUVALL, GO SOUTH ON STATE ROUTE 203
 SX1593'FOR 0.64 KM (0.40 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO UPHILL
 SX1593'ON VALLEY STREET FOR 0.08 KM (0.05 MI) TO THE POST OFFICE PARKING LOT
 SX1593'ON THE LEFT AND THE STATION AT THE NORTH END OF THE PARKING LOT.
 SX1593'THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 SX1593'WITH THE GROUND SURFACE.  IT IS 20.0 M (65.6 FT) WEST OF A CORNER IN
 SX1593'THE PROPERTY FENCE, 3.4 M (11.2 FT) SOUTHEAST OF A WITNESS POST, 2.6
 SX1593'M (8.5 FT) SOUTH OF THE CHAIN LINK FENCE, 2.5 M (8.2 FT) EAST OF THE
 SX1593'CHAIN LINK FENCE AND 2.0 M (6.6 FT) NORTH OF THE CURB OF THE PARKING
 SX1593'LOT.
 SX1593
 SX1593                          STATION RECOVERY (1992)
 SX1593
 SX1593'RECOVERY NOTE BY DAVID EVANS + ASSOC 1992
 SX1593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SW1111 ***********************************************************************
 SW1111  DESIGNATION -  FURTH
 SW1111  PID         -  SW1111
 SW1111  STATE/COUNTY-  WA/LINCOLN
 SW1111  USGS QUAD   -  MC COY LAKE (1985)
 SW1111
 SW1111                         *CURRENT SURVEY CONTROL
 SW1111  ___________________________________________________________________
 SW1111* NAD 83(1991)-  47 54 37.46186(N)    118 13 59.17254(W)     ADJUSTED  
 SW1111* NAVD 88     -      1089.2    (meters)    3573.     (feet)  VERTCON   
 SW1111  ___________________________________________________________________
 SW1111  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 SW1111  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SW1111
 SW1111  HORZ ORDER  -  FIRST
 SW1111
 SW1111.The horizontal coordinates were established by classical geodetic methods
 SW1111.and adjusted by the National Geodetic Survey in December 1991..
 SW1111
 SW1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 SW1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SW1111
 SW1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 SW1111
 SW1111.The geoid height was determined by GEOID03.
 SW1111
 SW1111;                    North         East     Units Scale Factor Converg.
 SW1111;SPC WA N     -   104,503.990   694,331.872   MT  0.99994878   +1 56 09.3
 SW1111;SPC WA N     -   342,860.17  2,277,987.15   sFT  0.99994878   +1 56 09.3
 SW1111;UTM  11      - 5,307,078.177   407,857.585   MT  0.99970433   -0 54 54.5
 SW1111
 SW1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SW1111!SPC WA N     -   0.99983229  x   0.99994878  =   0.99978108
 SW1111!UTM  11      -   0.99983229  x   0.99970433  =   0.99953667
 SW1111
 SW1111|---------------------------------------------------------------------|
 SW1111| PID    Reference Object                     Distance      Geod. Az  |
 SW1111|                                                           dddmmss.s |
 SW1111| CF1476 FURTH RM 1                            9.448 METERS 06220     |
 SW1111| CF1477 FURTH RM 2                            8.004 METERS 16443     |
 SW1111| CF1475 FURTH AZ MK                                        2030845.7 |
 SW1111|---------------------------------------------------------------------|
 SW1111
 SW1111                          SUPERSEDED SURVEY CONTROL
 SW1111
 SW1111  NAD 83(1986)-  47 54 37.47267(N)    118 13 59.16832(W) AD(       ) 1
 SW1111  NAD 27      -  47 54 37.89900(N)    118 13 55.22900(W) AD(       ) 1
 SW1111  NGVD 29 (07/19/86) 1088.0    (m)         3570.     (f) VERT ANG       
 SW1111
 SW1111.Superseded values are not recommended for survey control.
 SW1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SW1111.See file dsdata.txt to determine how the superseded data were derived.
 SW1111
 SW1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMP0785807078(NAD 83)
 SW1111_MARKER: Z = SEE DESCRIPTION
 SW1111_SETTING: 0 = UNSPECIFIED SETTING
 SW1111
 SW1111  HISTORY     - Date     Condition        Report By
 SW1111  HISTORY     - 1936     MONUMENTED       CGS
 SW1111  HISTORY     - 1947     SEE DESCRIPTION  CGS
 SW1111  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SW1111
 SW1111                          STATION DESCRIPTION
 SW1111
 SW1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 SW1111'STATION IS 2.5 MILES S (AIR LINE) OF BIG BEND IN SPOKANE RIVER,
 SW1111'4.7 MILES E (AIR LINE) OF JUNCTIONS OF COLUMBIA AND SPOKANE RIVERS,
 SW1111'AND ABOUT 2-1/4 MILES SW (AIR LINE) OF DE TILLION BRIDGE.  IN SEC.
 SW1111'23, T 28 N, R 36 E, ON THE NE AND HIGHEST OF TWO TIMBERED HILLS,
 SW1111'LOCALLY KNOWN AS TWIN BUTTES, MOST PROMINENT IN LOCALITY AFFORDING
 SW1111'COMMANDING VIEW OF SURROUNDING COUNTRY.
 SW1111'
 SW1111'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 SW1111'IN DRILL HOLES IN OUTCROPPING BEDROCK.  NO UNDERGROUND STATION MARK.
 SW1111'
 SW1111'AZIMUTH MARK LIES ABOUT 1/4 MILE SW ON TIMBERED RIDGE, LOWER THAN
 SW1111'STATION.
 SW1111'
 SW1111'FINIAL ON SMALL BUILDING 2 MILES SSW IS AN EXCELLENT AZIMUTH
 SW1111'OBJECT, APEX PAINTED GREEN.
 SW1111'
 SW1111'MILLER LOOKOUT HOUSE IS ON TIMBERED RIDGE ABOUT 10 MILES NW.
 SW1111'
 SW1111'TO REACH STATION FROM DAVENPORT GO N ON HIGHWAY 22 FOR 12.4 MILES
 SW1111'TO HILL ON LEFT WITH SIGN NORTH STAR GRANGE, TURN LEFT AND GO 1.0
 SW1111'MILE, TAKE RIGHT FORK, MAIN-TRAVELED ROAD, GO 1.2 MILES, KEEP
 SW1111'STRAIGHT AHEAD FOR 2.0 MILES (LARGE WHITE HOUSE WITH 3 RED BARNS),
 SW1111'TURN RIGHT FOLLOW MAIN-TRAVELED ROAD ABOUT 2.5 MILES, TAKE RIGHT FORK
 SW1111'(SMALL WOODEN SIGN AT EDGE OF ROAD) GO 0.7 MILE, TURN LEFT THROUGH
 SW1111'GATE INTO FIELD AND FOLLOW DRAW FOR 0.25 MILE TO GATE BETWEEN TWO
 SW1111'TREES, PASS THROUGH GATE FOLLOWING TRUCK TRACKS UP STEEP GRADE
 SW1111'ALONG RIDGE FOR 0.5 MILE TO WIRE FENCE AND END OF TRUCK TRAVEL.
 SW1111'PACK W UP SLOPE (ABOUT 20-MINUTE PACK) TO TOP AND STATION.
 SW1111
 SW1111                          STATION RECOVERY (1947)
 SW1111
 SW1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JTJ)
 SW1111'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 SW1111'CONDITION AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE WITH THE
 SW1111'FOLLOWING ADDITIONS NOTED BELOW--
 SW1111'
 SW1111'DE TILLION BRIDGE IS NO LONGER IN EXISTENCE.  STATION IS 3-1/2 MILES
 SW1111'S OF MC COY LAKE.
 SW1111'
 SW1111'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN DAVENPORT, GO N ON
 SW1111'STATE HIGHWAY 22 FOR 16.8 MILES TO A LARGE WHITE HOUSE WITH THREE RED
 SW1111'BARNS ON THE LEFT-HAND SIDE OF THE ROAD.  FROM THIS POINT, CONTINUE
 SW1111'TO THE STATION AS INDICATED IN DESCRIPTION.
 SW1111
 SW1111                          STATION RECOVERY (1960)
 SW1111
 SW1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 SW1111'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 SW1111'RECOVERED, FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.
 SW1111'
 SW1111'THE 1936 ROUTE TO THE STATION IS NOW INADEQUATE.  A NEW ROUTE
 SW1111'FOLLOWS.
 SW1111'
 SW1111'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 SW1111'HIGHWAY 22 AT DAVENPORT, DRIVE NORTH ON THE STATE HIGHWAY FOR 15.7
 SW1111'MILES TO A POINT WHERE THE HIGHWAY TURNS FROM NORTH TO WEST AT THE
 SW1111'EGYPT STATION PUBLIC GRAIN ELEVATORS.  TURN WEST WITH THE HIGHWAY
 SW1111'FOR 0.25 MILE TO A RANCH HOUSE ON THE LEFT AND A BLADED SIDE ROAD
 SW1111'ON THE RIGHT.  TURN RIGHT AND DRIVE NORTH FOR 2.3 MILES TO A SIDE
 SW1111'ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE NORTHEASTERLY FOR 0.25
 SW1111'MILE TO A Y-FORK.  KEEP THE LEFT FORK AND DRIVE NORTHEAST FOR 0.45
 SW1111'MILE TO A SHACK AND SPRING ON THE LEFT.  CONTINUE STRAIGHT AHEAD WITH
 SW1111'THE ROAD FOR 0.1 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND
 SW1111'DRIVE NORTH UP THE RIDGE FOR 0.15 MILE TO A WIRE GATE ON THE NORTH
 SW1111'SIDE OF A STRIP OF CULTIVATED LAND.  PASS THROUGH THE GATE AND
 SW1111'CONTINUE THE TRACK ROAD FOR 0.1 MILE, THENCE TURN RIGHT AND DRIVE
 SW1111'NORTH-NORTHWEST UP THE CREST OF THE RIDGE FOR 0.4 MILE TO AN OLD
 SW1111'ROAD IN A SADDLE.  DRIVE NORTH-NORTHWEST UP THE RIDGE ON THE ROAD
 SW1111'FOR 0.15 MILE TO A WIRE GATE.  PASS THROUGH THE GATE, KEEP A RIGHT
 SW1111'FORK AND CONTINUE UP THE SIDE OF THE MOUNTAIN ON THE SWITCH-BACK ROAD
 SW1111'FOR 1.7 MILES TO A SADDLE IN THE CREST OF THE MOUNTAIN AND THE END
 SW1111'OF TRUCK TRAVEL.  PACK NORTHEAST FOR ABOUT 350 YARDS TO THE
 SW1111'HIGHEST POINT AND THE STATION.  THE AZIMUTH MARK IS ABOUT 350 YARDS
 SW1111'SOUTHWEST OF THE END OF TRUCK TRAVEL.
 SW1111'
 SW1111'OBSERVATIONS WERE MADE FROM THE TOP OF A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TP1148 ***********************************************************************
 TP1148  DESIGNATION -  FUSSY
 TP1148  PID         -  TP1148
 TP1148  STATE/COUNTY-  WA/OKANOGAN
 TP1148  USGS QUAD   -  CAMP SEVEN (1980)
 TP1148
 TP1148                         *CURRENT SURVEY CONTROL
 TP1148  ___________________________________________________________________
 TP1148* NAD 83(1991)-  48 18 15.79113(N)    119 16 59.55394(W)     ADJUSTED  
 TP1148* NAVD 88     -      1349.     (meters)    4426.     (feet)  SCALED    
 TP1148  ___________________________________________________________________
 TP1148  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 TP1148  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 TP1148
 TP1148  HORZ ORDER  -  THIRD
 TP1148
 TP1148.The horizontal coordinates were established by classical geodetic methods
 TP1148.and adjusted by the National Geodetic Survey in December 1991..
 TP1148
 TP1148.The orthometric height was scaled from a topographic map.
 TP1148
 TP1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 TP1148
 TP1148.The geoid height was determined by GEOID03.
 TP1148
 TP1148;                    North         East     Units Scale Factor Converg.
 TP1148;SPC WA N     -   146,183.870   614,982.623   MT  0.99994754   +1 09 14.8
 TP1148;SPC WA N     -   479,604.91  2,017,655.49   sFT  0.99994754   +1 09 14.8
 TP1148;UTM  11      - 5,352,651.936   330,692.250   MT  0.99995221   -1 42 18.9
 TP1148
 TP1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TP1148!SPC WA N     -   0.99979146  x   0.99994754  =   0.99973901
 TP1148!UTM  11      -   0.99979146  x   0.99995221  =   0.99974368
 TP1148
 TP1148|---------------------------------------------------------------------|
 TP1148| PID    Reference Object                     Distance      Geod. Az  |
 TP1148|                                                           dddmmss.s |
 TP1148| CF1479 FUSSY RM 2                            2.615 METERS 03557     |
 TP1148| TP1128 MOSES                               APPROX.18.1 KM 0652402.9 |
 TP1148| TP1136 WHITMORE LOOKOUT TOWER              APPROX.14.1 KM 1685908.9 |
 TP1148| CF1478 FUSSY RM 1                            5.047 METERS 29420     |
 TP1148|---------------------------------------------------------------------|
 TP1148
 TP1148                          SUPERSEDED SURVEY CONTROL
 TP1148
 TP1148  NAD 83(1986)-  48 18 15.79898(N)    119 16 59.55088(W) AD(       ) 3
 TP1148  NAD 27      -  48 18 16.24310(N)    119 16 55.41068(W) AD(       ) 3
 TP1148
 TP1148.Superseded values are not recommended for survey control.
 TP1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TP1148.See file dsdata.txt to determine how the superseded data were derived.
 TP1148
 TP1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11ULP3069252652(NAD 83)
 TP1148_MARKER: DD = SURVEY DISK
 TP1148_SETTING: 66 = SET IN ROCK OUTCROP
 TP1148_SP_SET: PARTIALLY EXPOSED BEDROCK
 TP1148
 TP1148  HISTORY     - Date     Condition        Report By
 TP1148  HISTORY     - 1945     MONUMENTED       USGS
 TP1148  HISTORY     - 1946     GOOD             USGS
 TP1148
 TP1148                          STATION DESCRIPTION
 TP1148
 TP1148'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 TP1148'LOCATED ABOUT 4.0 MI S. AND 2.0 MI W. OF DISAUTEL POST OFFICE.  ON
 TP1148'BALD, ROCKY TOP ON OMAK LAKE RIDGE.
 TP1148'
 TP1148'TO REACH FROM DISAUTEL POST OFFICE, DRIVE W. ON DIRT RD. ON SOUTH
 TP1148'SIDE OF OMAK CREEK 1.5 MI TO RD. FORKS AND SIGN
 TP1148'CAMP 7, FUSSY CAMP.  TURN LEFT 4.8 MI TO SADDLE OF MAIN RIDGE.
 TP1148'WALK W. ALONG TOP OF RIDGE ABOUT 1.0 MI TO ROCKY, BALD TOP AND
 TP1148'STATION.  A WOODED TOP ABOUT 0.25 MI W. OF STATION IS HIGHER.
 TP1148'ABOUT A 30-MINUTE PACK.
 TP1148'
 TP1148'STATION MARK--STANDARD TABLET STAMPED---FUSSY 1945---, CEMENTED IN
 TP1148'SOLID ROCK.
 TP1148'
 TP1148'RM NO. 1--COPPER NAIL CEMENTED IN SOLID ROCK.
 TP1148'
 TP1148'RM NO. 2--COPPER NAIL CEMENTED IN SOLID ROCK.
 TP1148
 TP1148                          STATION RECOVERY (1946)
 TP1148
 TP1148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 TP1148'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0360 ***********************************************************************
 TR0360  DESIGNATION -  G 1 36
 TR0360  PID         -  TR0360
 TR0360  STATE/COUNTY-  WA/ISLAND
 TR0360  USGS QUAD   -  COUPEVILLE (1973)
 TR0360
 TR0360                         *CURRENT SURVEY CONTROL
 TR0360  ___________________________________________________________________
 TR0360* NAD 83(1986)-  48 09 48.     (N)    122 40 41.     (W)     SCALED    
 TR0360* NAVD 88     -        10.532  (meters)      34.55   (feet)  ADJUSTED  
 TR0360  ___________________________________________________________________
 TR0360  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 TR0360  DYNAMIC HT  -          10.535 (meters)      34.56  (feet)  COMP
 TR0360  MODELED GRAV-     980,834.3   (mgal)                       NAVD 88
 TR0360
 TR0360  VERT ORDER  -  FIRST     CLASS II
 TR0360
 TR0360.The horizontal coordinates were scaled from a topographic map and have
 TR0360.an estimated accuracy of +/- 6 seconds.
 TR0360
 TR0360.The orthometric height was determined by differential leveling
 TR0360.and adjusted by the National Geodetic Survey in June 1991..
 TR0360
 TR0360.The geoid height was determined by GEOID03.
 TR0360
 TR0360.The dynamic height is computed by dividing the NAVD 88
 TR0360.geopotential number by the normal gravity value computed on the
 TR0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0360.degrees latitude (g = 980.6199 gals.).
 TR0360
 TR0360.The modeled gravity was interpolated from observed gravity values.
 TR0360
 TR0360;                    North         East    Units  Estimated Accuracy
 TR0360;SPC WA N     -   130,990.      362,790.      MT  (+/- 180 meters Scaled)
 TR0360
 TR0360                          SUPERSEDED SURVEY CONTROL
 TR0360
 TR0360  NGVD 29 (??/??/92)    9.399  (m)           30.84   (f) ADJ UNCH    1 2
 TR0360
 TR0360.Superseded values are not recommended for survey control.
 TR0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0360.See file dsdata.txt to determine how the superseded data were derived.
 TR0360
 TR0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU239345(NAD 83)
 TR0360_MARKER: DB = BENCH MARK DISK
 TR0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0360_STAMPING: G 1 36 ELEV 30
 TR0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0360+STABILITY: SURFACE MOTION
 TR0360
 TR0360  HISTORY     - Date     Condition        Report By
 TR0360  HISTORY     - UNK      MONUMENTED       CGS
 TR0360  HISTORY     - 1952     GOOD             NGS
 TR0360
 TR0360                          STATION DESCRIPTION
 TR0360
 TR0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0360'4.3 MI S FROM COUPEVILLE.
 TR0360'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 1 D FROM THE COUNTY COURTHOUSE
 TR0360'AT COUPEVILLE, THENCE 3.1 MILES SOUTHEAST ALONG FORT CASEY ROAD, ABOUT
 TR0360'90 YARDS SOUTHEAST OF THE FORT CASEY QUARTERMASTER WAREHOUSE, ABOUT 95
 TR0360'YARDS SOUTH OF A TRIPLE ROAD JUNCTION, ABOUT 50 YARDS SOUTH OF FORT
 TR0360'CASEY ROAD, 85.2 FEET SOUTHEAST OF THE SOUTH CORNER OF THE POST
 TR0360'EXCHANGE BUILDING, 34.6 FEET NORTHWEST OF THE WEST CORNER OF THE
 TR0360'CHAPEL, 24 1/2 FEET EAST OF THE CENTER LINE OF AN ASPHALT ROAD, 1.5
 TR0360'FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ASPHALT ROAD, AND
 TR0360'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 TR0360'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1204 ***********************************************************************
 SY1204  DESIGNATION -  G 1 USE
 SY1204  PID         -  SY1204
 SY1204  STATE/COUNTY-  WA/JEFFERSON
 SY1204  USGS QUAD   -  UNCAS (1995)
 SY1204
 SY1204                         *CURRENT SURVEY CONTROL
 SY1204  ___________________________________________________________________
 SY1204* NAD 83(1986)-  47 59 44.     (N)    122 53 04.     (W)     SCALED    
 SY1204* NAVD 88     -         4.672  (meters)      15.33   (feet)  ADJUSTED  
 SY1204  ___________________________________________________________________
 SY1204  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SY1204  DYNAMIC HT  -           4.673 (meters)      15.33  (feet)  COMP
 SY1204  MODELED GRAV-     980,875.4   (mgal)                       NAVD 88
 SY1204
 SY1204  VERT ORDER  -  FIRST     CLASS II
 SY1204
 SY1204.The horizontal coordinates were scaled from a topographic map and have
 SY1204.an estimated accuracy of +/- 6 seconds.
 SY1204
 SY1204.The orthometric height was determined by differential leveling
 SY1204.and adjusted by the National Geodetic Survey in June 1991..
 SY1204
 SY1204.The geoid height was determined by GEOID03.
 SY1204
 SY1204.The dynamic height is computed by dividing the NAVD 88
 SY1204.geopotential number by the normal gravity value computed on the
 SY1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1204.degrees latitude (g = 980.6199 gals.).
 SY1204
 SY1204.The modeled gravity was interpolated from observed gravity values.
 SY1204
 SY1204;                    North         East    Units  Estimated Accuracy
 SY1204;SPC WA N     -   112,730.      346,950.      MT  (+/- 180 meters Scaled)
 SY1204
 SY1204                          SUPERSEDED SURVEY CONTROL
 SY1204
 SY1204  NGVD 29 (??/??/??)    3.549  (m)           11.64   (f) ADJUSTED    1 2
 SY1204
 SY1204.Superseded values are not recommended for survey control.
 SY1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1204.See file dsdata.txt to determine how the superseded data were derived.
 SY1204
 SY1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU086158(NAD 83)
 SY1204_MARKER: DD = SURVEY DISK
 SY1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1204_STAMPING: G 1
 SY1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1204+STABILITY: SURFACE MOTION
 SY1204
 SY1204  HISTORY     - Date     Condition        Report By
 SY1204  HISTORY     - UNK      MONUMENTED       DOD
 SY1204  HISTORY     - 1944     GOOD             CGS
 SY1204  HISTORY     - 1974     MARK NOT FOUND   NGS
 SY1204
 SY1204                          STATION DESCRIPTION
 SY1204
 SY1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SY1204'13.6 MI N FROM QUILCENE.
 SY1204'ALONG U.S. HIGHWAY NO. 101, 13.6 MILES NORTH OF QUILCENE, 0.7 MILE
 SY1204'NORTH OF JUNCTION OF STATE HIGHWAY NO. 9, ABOUT 100.0 FEET SOUTHWEST
 SY1204'OF THE VERTEX OF CURVE AT THE NORTHEAST END OF A 0.25 MILE STRAIGHT
 SY1204'STRETCH OF HIGHWAY, ALONG THE EDGE OF ABANDONED HIGHWAY, 58.0 FEET
 SY1204'NORTHWEST OF NORTHWEST RAIL OF RAILWAY TRACK, 68.5 FEET SOUTH OF WHITE
 SY1204'HIGHWAY POST PAINTED FAP 138 G (1), 53.2 FEET NORTHEAST OF TELEPHONE
 SY1204'POLE NO. 45/4, 39.8 FEET SOUTHEAST OF CENTER-LINE OF HIGHWAY, SET IN
 SY1204'TOP OF A CONCRETE POST PROJECTING 1.0 INCH ABOVE THE GROUND. STAMPED.
 SY1204'G 1.  NOTE-- A SAWMILL IS NOW IN THIS AREA.
 SY1204
 SY1204                          STATION RECOVERY (1974)
 SY1204
 SY1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SY1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0217 ***********************************************************************
 SC0217  DESIGNATION -  G 10
 SC0217  PID         -  SC0217
 SC0217  STATE/COUNTY-  WA/THURSTON
 SC0217  USGS QUAD   -  VIOLET PRAIRIE (1990)
 SC0217
 SC0217                         *CURRENT SURVEY CONTROL
 SC0217  ___________________________________________________________________
 SC0217* NAD 83(1986)-  46 47 37.     (N)    122 52 43.     (W)     SCALED    
 SC0217* NAVD 88     -        76.988  (meters)     252.58   (feet)  POSTED    
 SC0217  ___________________________________________________________________
 SC0217  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 SC0217  DYNAMIC HT  -          77.000 (meters)     252.62  (feet)  COMP
 SC0217  MODELED GRAV-     980,768.8   (mgal)                       NAVD 88
 SC0217
 SC0217  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SC0217
 SC0217.The horizontal coordinates were scaled from a topographic map and have
 SC0217.an estimated accuracy of +/- 6 seconds.
 SC0217
 SC0217.The orthometric height was determined by differential leveling
 SC0217.and adjusted by the National Geodetic Survey in 1992..
 SC0217.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SC0217.rate of 1.1 thru 2.0 mm/km.
 SC0217
 SC0217.The geoid height was determined by GEOID03.
 SC0217
 SC0217.The dynamic height is computed by dividing the NAVD 88
 SC0217.geopotential number by the normal gravity value computed on the
 SC0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0217.degrees latitude (g = 980.6199 gals.).
 SC0217
 SC0217.The modeled gravity was interpolated from observed gravity values.
 SC0217
 SC0217;                    North         East    Units  Estimated Accuracy
 SC0217;SPC WA S     -   165,050.      318,440.      MT  (+/- 180 meters Scaled)
 SC0217
 SC0217                          SUPERSEDED SURVEY CONTROL
 SC0217
 SC0217  NGVD 29 (??/??/92)   75.829  (m)          248.78   (f) ADJ UNCH    1 2
 SC0217
 SC0217.Superseded values are not recommended for survey control.
 SC0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0217.See file dsdata.txt to determine how the superseded data were derived.
 SC0217
 SC0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TES092822(NAD 83)
 SC0217_MARKER: DB = BENCH MARK DISK
 SC0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SC0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SC0217_STAMPING: G 10 248.782 1920
 SC0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SC0217+STABILITY: SURFACE MOTION
 SC0217
 SC0217  HISTORY     - Date     Condition        Report By
 SC0217  HISTORY     - 1920     MONUMENTED       CGS
 SC0217  HISTORY     - 1958     GOOD             DOD
 SC0217  HISTORY     - 1966     GOOD             NGS
 SC0217
 SC0217                          STATION DESCRIPTION
 SC0217
 SC0217'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 SC0217'1.0 MI S FROM EUCODA.
 SC0217'THE MARK IS 65 FT. W. OF CENTERLINE OF R.R. BRIDGE AND RIVER.  IT IS
 SC0217'0.6 FT. LOWER IN ELEV.  IT IS 10 FT. NW OF CENTERLINE OF R.R. TRACKS
 SC0217'AND LEVEL WITH THE TRACKS.  NOTE-- THE WATER LEVEL IS 25.2 FT. BELOW
 SC0217'THE BRIDGE.  NOTE-- MONUMENT PROJECTS 0.7 FT.
 SC0217
 SC0217                          STATION RECOVERY (1966)
 SC0217
 SC0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 SC0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0533 ***********************************************************************
 SY0533  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0533  DESIGNATION -  G 11
 SY0533  PID         -  SY0533
 SY0533  STATE/COUNTY-  WA/PIERCE
 SY0533  USGS QUAD   -  TACOMA SOUTH (1994)
 SY0533
 SY0533                         *CURRENT SURVEY CONTROL
 SY0533  ___________________________________________________________________
 SY0533* NAD 83(1986)-  47 14 56.     (N)    122 26 08.     (W)     SCALED    
 SY0533* NAVD 88     -         6.388  (meters)      20.96   (feet)  ADJUSTED  
 SY0533  ___________________________________________________________________
 SY0533  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 SY0533  DYNAMIC HT  -           6.389 (meters)      20.96  (feet)  COMP
 SY0533  MODELED GRAV-     980,774.2   (mgal)                       NAVD 88
 SY0533
 SY0533  VERT ORDER  -  FIRST     CLASS II
 SY0533
 SY0533.The horizontal coordinates were scaled from a topographic map and have
 SY0533.an estimated accuracy of +/- 6 seconds.
 SY0533
 SY0533.The orthometric height was determined by differential leveling
 SY0533.and adjusted by the National Geodetic Survey in June 1991..
 SY0533
 SY0533.This Tidal Bench Mark is designated as VM 9159
 SY0533.by the Center for Operational Oceanographic Products and Services.
 SY0533
 SY0533.The geoid height was determined by GEOID03.
 SY0533
 SY0533.The dynamic height is computed by dividing the NAVD 88
 SY0533.geopotential number by the normal gravity value computed on the
 SY0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0533.degrees latitude (g = 980.6199 gals.).
 SY0533
 SY0533.The modeled gravity was interpolated from observed gravity values.
 SY0533
 SY0533;                    North         East    Units  Estimated Accuracy
 SY0533;SPC WA S     -   214,720.      353,490.      MT  (+/- 180 meters Scaled)
 SY0533
 SY0533                          SUPERSEDED SURVEY CONTROL
 SY0533
 SY0533  NGVD 29 (??/??/??)    5.320  (m)           17.45   (f) ADJUSTED    1 2
 SY0533
 SY0533.Superseded values are not recommended for survey control.
 SY0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0533.See file dsdata.txt to determine how the superseded data were derived.
 SY0533
 SY0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET427329(NAD 83)
 SY0533_MARKER: DB = BENCH MARK DISK
 SY0533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SY0533_SP_SET: ABUTMENT
 SY0533_STAMPING: G 11 1920 ELEV. 17.487 FT.
 SY0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SY0533
 SY0533  HISTORY     - Date     Condition        Report By
 SY0533  HISTORY     - 1920     MONUMENTED       CGS
 SY0533  HISTORY     - 1973     GOOD             NGS
 SY0533  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 SY0533  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SY0533
 SY0533                          STATION DESCRIPTION
 SY0533
 SY0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0533'IN TACOMA.
 SY0533'AT TACOMA, 0.25 MILE NORTH ALONG THE BURLINGTON-NORTHERN RAILROAD FROM
 SY0533'THE UNION STATION, SET VERTICALLY IN THE EAST FACE OF THE WEST
 SY0533'CONCRETE ABUTMENT OF THE SOUTH 15TH STREET BRIDGE OVER THE RAILROAD,
 SY0533'22.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 1.5 FEET SOUTH OF
 SY0533'THE NORTH END OF THE ABUTMENT, ABOUT 2 FEET HIGHER THAN THE TRACK AND
 SY0533'1.0 FOOT ABOVE THE GROUND.  1/4, SEC 4, T20N, R 3E.
 SY0533
 SY0533                          STATION RECOVERY (1987)
 SY0533
 SY0533'RECOVERY NOTE BY US POWER SQUADRON 1987 (CLR)
 SY0533'MARK NOT FOUND.
 SY0533
 SY0533                          STATION RECOVERY (1988)
 SY0533
 SY0533'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJS)
 SY0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SC0724 ***********************************************************************
 SC0724  DESIGNATION -  G 12
 SC0724  PID         -  SC0724
 SC0724  STATE/COUNTY-  WA/GRAYS HARBOR
 SC0724  USGS QUAD   -  CENTRAL PARK (1993)
 SC0724
 SC0724                         *CURRENT SURVEY CONTROL
 SC0724  ___________________________________________________________________
 SC0724* NAD 83(1986)-  46 57 36.     (N)    123 41 09.     (W)     SCALED    
 SC0724* NAVD 88     -         3.688  (meters)      12.10   (feet)  ADJUSTED  
 SC0724  ___________________________________________________________________
 SC0724  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 SC0724  DYNAMIC HT  -           3.688 (meters)      12.10  (feet)  COMP
 SC0724  MODELED GRAV-     980,770.0   (mgal)                       NAVD 88
 SC0724
 SC0724  VERT ORDER  -  FIRST     CLASS I
 SC0724
 SC0724.The horizontal coordinates were scaled from a topographic map and have
 SC0724.an estimated accuracy of +/- 6 seconds.
 SC0724
 SC0724.The orthometric height was determined by differential leveling
 SC0724.and adjusted by the National Geodetic Survey in June 1991..
 SC0724
 SC0724.The geoid height was determined by GEOID03.
 SC0724
 SC0724.The dynamic height is computed by dividing the NAVD 88
 SC0724.geopotential number by the normal gravity value computed on the
 SC0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SC0724.degrees latitude (g = 980.6199 gals.).
 SC0724
 SC0724.The modeled gravity was interpolated from observed gravity values.
 SC0724
 SC0724;                    North         East    Units  Estimated Accuracy
 SC0724;SPC WA S     -   185,700.      257,600.      MT  (+/- 180 meters Scaled)
 SC0724
 SC0724                          SUPERSEDED SURVEY CONTROL
 SC0724
 SC0724  NGVD 29 (??/??/92)    2.682  (m)            8.80   (f) ADJ UNCH    1 1
 SC0724
 SC0724.Superseded values are not recommended for survey control.
 SC0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SC0724.See file dsdata.txt to determine how the superseded data were derived.
 SC0724
 SC0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT478009(NAD 83)
 SC0724_MARKER: DB = BENCH MARK DISK
 SC0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SC0724_SP_SET: CULVERT
 SC0724_STAMPING: G 12 1920 ELEV 8.310 FT
 SC0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SC0724
 SC0724  HISTORY     - Date     Condition        Report By
 SC0724  HISTORY     - 1920     MONUMENTED       CGS
 SC0724  HISTORY     - 1974     GOOD             NGS
 SC0724  HISTORY     - 1988     GOOD             USPSQD
 SC0724  HISTORY     - 1989     GOOD             USPSQD
 SC0724
 SC0724                          STATION DESCRIPTION
 SC0724
 SC0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SC0724'4.4 MI W FROM MONTESANO.
 SC0724'4.4 MI W ALONG THE BURLINGTON NORTHERN RR FROM THE CROSSING OF MAIN ST
 SC0724'AT MONTESANO IN TOP OF THE SW END OF THE SE CONC HEADWALL OF A 48 IN.
 SC0724'CONC. PIPE CULVERT 10.5 FT SE OF SE RAIL 0.9 FT NE OF SW END HEADWALL.
 SC0724'4 FEET BELOW THE TRACKS.  0.7 MILES E OF BM-J 285.
 SC0724
 SC0724                          STATION RECOVERY (1988)
 SC0724
 SC0724'RECOVERY NOTE BY US POWER SQUADRON 1988 (DEL)
 SC0724'RECOVERED IN GOOD CONDITION.
 SC0724
 SC0724                          STATION RECOVERY (1989)
 SC0724
 SC0724'RECOVERY NOTE BY US POWER SQUADRON 1989 (DJM)
 SC0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0217 ***********************************************************************
 TR0217  DESIGNATION -  G 13
 TR0217  PID         -  TR0217
 TR0217  STATE/COUNTY-  WA/SKAGIT
 TR0217  USGS QUAD   -  LA CONNER (1973)
 TR0217
 TR0217                         *CURRENT SURVEY CONTROL
 TR0217  ___________________________________________________________________
 TR0217* NAD 83(1986)-  48 26 54.     (N)    122 25 23.     (W)     SCALED    
 TR0217* NAVD 88     -         5.279  (meters)      17.32   (feet)  ADJUSTED  
 TR0217  ___________________________________________________________________
 TR0217  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 TR0217  DYNAMIC HT  -           5.281 (meters)      17.33  (feet)  COMP
 TR0217  MODELED GRAV-     980,868.6   (mgal)                       NAVD 88
 TR0217
 TR0217  VERT ORDER  -  FIRST     CLASS II
 TR0217
 TR0217.The horizontal coordinates were scaled from a topographic map and have
 TR0217.an estimated accuracy of +/- 6 seconds.
 TR0217
 TR0217.The orthometric height was determined by differential leveling
 TR0217.and adjusted by the National Geodetic Survey in June 1991..
 TR0217
 TR0217.The geoid height was determined by GEOID03.
 TR0217
 TR0217.The dynamic height is computed by dividing the NAVD 88
 TR0217.geopotential number by the normal gravity value computed on the
 TR0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0217.degrees latitude (g = 980.6199 gals.).
 TR0217
 TR0217.The modeled gravity was interpolated from observed gravity values.
 TR0217
 TR0217;                    North         East    Units  Estimated Accuracy
 TR0217;SPC WA N     -   162,250.      382,410.      MT  (+/- 180 meters Scaled)
 TR0217
 TR0217                          SUPERSEDED SURVEY CONTROL
 TR0217
 TR0217  NGVD 29 (??/??/92)    4.124  (m)           13.53   (f) ADJ UNCH    1 2
 TR0217
 TR0217.Superseded values are not recommended for survey control.
 TR0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0217.See file dsdata.txt to determine how the superseded data were derived.
 TR0217
 TR0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU426662(NAD 83)
 TR0217_MARKER: DB = BENCH MARK DISK
 TR0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TR0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TR0217_STAMPING: G 13 1922 ELEV 13.537 FT
 TR0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TR0217+STABILITY: SURFACE MOTION
 TR0217
 TR0217  HISTORY     - Date     Condition        Report By
 TR0217  HISTORY     - 1922     MONUMENTED       CGS
 TR0217  HISTORY     - 1952     GOOD             NGS
 TR0217  HISTORY     - 1974     GOOD             LOCENG
 TR0217  HISTORY     - 1984     GOOD             USPSQD
 TR0217
 TR0217                          STATION DESCRIPTION
 TR0217
 TR0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 TR0217'5.0 MI SW FROM BURLINGTON.
 TR0217'0.4 MILE WEST ALONG FAIRHAVEN AVENUE FROM THE POST OFFICE AT
 TR0217'BURLINGTON, THENCE 0.3 MILE SOUTH ALONG U. S. HIGHWAY 99, THENCE 4.3
 TR0217'MILES SOUTHWEST ALONG STATE HIGHWAY 1 C, 0.5 MILE NORTHEAST OF THE
 TR0217'JUNCTION OF STATE HIGHWAY 1, 0.15 MILE SOUTHWEST OF A SMALL WOODEN
 TR0217'BRIDGE, 16 RAILS SOUTHWEST OF MILEPOST 12 ON THE GREAT NORTHERN
 TR0217'RAILWAY, 55.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 45.8
 TR0217'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5.6 FEET NORTHEAST OF THE NORTH
 TR0217'CORNER OF A RED PAINTED GRAINERY, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 TR0217'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 TR0217'GROUND.
 TR0217
 TR0217                          STATION RECOVERY (1974)
 TR0217
 TR0217'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 TR0217'RECOVERED IN GOOD CONDITION.
 TR0217
 TR0217                          STATION RECOVERY (1984)
 TR0217
 TR0217'RECOVERY NOTE BY US POWER SQUADRON 1984
 TR0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TR0776 ***********************************************************************
 TR0776  DESIGNATION -  G 14
 TR0776  PID         -  TR0776
 TR0776  STATE/COUNTY-  WA/CLALLAM
 TR0776  USGS QUAD   -  PORT ANGELES (1985)
 TR0776
 TR0776                         *CURRENT SURVEY CONTROL
 TR0776  ___________________________________________________________________
 TR0776* NAD 83(1986)-  48 07 09.     (N)    123 27 23.     (W)     SCALED    
 TR0776* NAVD 88     -        63.622  (meters)     208.73   (feet)  ADJUSTED  
 TR0776  ___________________________________________________________________
 TR0776  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 TR0776  DYNAMIC HT  -          63.638 (meters)     208.79  (feet)  COMP
 TR0776  MODELED GRAV-     980,859.9   (mgal)                       NAVD 88
 TR0776
 TR0776  VERT ORDER  -  FIRST     CLASS I
 TR0776
 TR0776.The horizontal coordinates were scaled from a topographic map and have
 TR0776.an estimated accuracy of +/- 6 seconds.
 TR0776
 TR0776.The orthometric height was determined by differential leveling
 TR0776.and adjusted by the National Geodetic Survey in June 1991..
 TR0776.WARNING-Repeat measurements at this control monument indicate possible
 TR0776.vertical movement.
 TR0776
 TR0776.The geoid height was determined by GEOID03.
 TR0776
 TR0776.The dynamic height is computed by dividing the NAVD 88
 TR0776.geopotential number by the normal gravity value computed on the
 TR0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TR0776.degrees latitude (g = 980.6199 gals.).
 TR0776
 TR0776.The modeled gravity was interpolated from observed gravity values.
 TR0776
 TR0776;                    North         East    Units  Estimated Accuracy
 TR0776;SPC WA N     -   127,760.      304,750.      MT  (+/- 180 meters Scaled)
 TR0776
 TR0776                          SUPERSEDED SURVEY CONTROL
 TR0776
 TR0776  NGVD 29 (??/??/92)   62.497  (m)          205.04   (f) ADJ UNCH    1 1
 TR0776
 TR0776.Superseded values are not recommended for survey control.
 TR0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TR0776.See file dsdata.txt to determine how the superseded data were derived.
 TR0776
 TR0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UDU660296(NAD 83)
 TR0776_MARKER: DB = BENCH MARK DISK
 TR0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TR0776_SP_SET: STEP
 TR0776_STAMPING: 205.144 G 14 1931
 TR0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TR0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TR0776+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 TR0776
 TR0776  HISTORY     - Date     Condition        Report By
 TR0776  HISTORY     - 1931     MONUMENTED       CGS
 TR0776  HISTORY     - 1974     GOOD             NGS
 TR0776  HISTORY     - 1987     GOOD             USPSQD
 TR0776  HISTORY     - 1989     GOOD             USPSQD
 TR0776  HISTORY     - 19910717 GOOD             USPSQD
 TR0776  HISTORY     - 20020911 GOOD             NGS
 TR0776
 TR0776                          STATION DESCRIPTION
 TR0776
 TR0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TR0776'IN PORT ANGELES.
 TR0776'AT PORT ANGELES, 1.0 MILE NORTHWEST ALONG W 8TH STREET (STATE HIGHWAY
 TR0776'112) FROM THE INTERSECTION OF LINCOLN STREET (U. S. HIGHWAY 101),
 TR0776'BETWEEN B AND C STREETS, AT THE LINCOLN SCHOOL, 4 FEET SOUTHWEST OF
 TR0776'THE CENTER OF THE SOUTHEAST ENTRANCE DOOR, 26.0 FEET EAST OF THE
 TR0776'SOUTHEAST CORNER OF BUILDING, 185 FEET SOUTHWEST OF THE CENTER LINE OF
 TR0776'WEST 8TH STREET, IN THE TOP OF THE SOUTHWEST END OF THE FIRST STEP
 TR0776'FROM THE BOTTOM AND ABOUT 1/2 FOOT HIGHER THAN THE SIDEWALK.
 TR0776
 TR0776                          STATION RECOVERY (1987)
 TR0776
 TR0776'RECOVERY NOTE BY US POWER SQUADRON 1987 (VK)
 TR0776'RECOVERED IN GOOD CONDITION.
 TR0776
 TR0776                          STATION RECOVERY (1989)
 TR0776
 TR0776'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLS)
 TR0776'RECOVERED IN GOOD CONDITION.
 TR0776
 TR0776                          STATION RECOVERY (1991)
 TR0776
 TR0776'RECOVERY NOTE BY US POWER SQUADRON 1991 (WRT)
 TR0776'RECOVERED IN GOOD CONDITION.
 TR0776
 TR0776                          STATION RECOVERY (2002)
 TR0776
 TR0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 TR0776'FORMER SCHOOL IS UNDER RENOVATION TO BECOME COUNTY HISTORICAL SOCIETY.
 TR0776'W. 8TH ST. IS NO LONGER WA 112.  THIS IS GRAVITY BASE STATION 'PORT
 TR0776'ANGELES B', DOD 0790-3, IGB 15783B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1067 ***********************************************************************
 SY1067  DESIGNATION -  G 15 RESET 1966
 SY1067  PID         -  SY1067
 SY1067  STATE/COUNTY-  WA/JEFFERSON
 SY1067  USGS QUAD   -  MOUNT WALKER (1995)
 SY1067
 SY1067                         *CURRENT SURVEY CONTROL
 SY1067  ___________________________________________________________________
 SY1067* NAD 83(1986)-  47 50 12.     (N)    122 53 16.     (W)     SCALED    
 SY1067* NAVD 88     -        32.463  (meters)     106.51   (feet)  ADJUSTED  
 SY1067  ___________________________________________________________________
 SY1067  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 SY1067  DYNAMIC HT  -          32.470 (meters)     106.53  (feet)  COMP
 SY1067  MODELED GRAV-     980,845.2   (mgal)                       NAVD 88
 SY1067
 SY1067  VERT ORDER  -  FIRST     CLASS I
 SY1067
 SY1067.The horizontal coordinates were scaled from a topographic map and have
 SY1067.an estimated accuracy of +/- 6 seconds.
 SY1067
 SY1067.The orthometric height was determined by differential leveling
 SY1067.and adjusted by the National Geodetic Survey in June 1991..
 SY1067
 SY1067.The geoid height was determined by GEOID03.
 SY1067
 SY1067.The dynamic height is computed by dividing the NAVD 88
 SY1067.geopotential number by the normal gravity value computed on the
 SY1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1067.degrees latitude (g = 980.6199 gals.).
 SY1067
 SY1067.The modeled gravity was interpolated from observed gravity values.
 SY1067
 SY1067;                    North         East    Units  Estimated Accuracy
 SY1067;SPC WA N     -    95,080.      346,230.      MT  (+/- 180 meters Scaled)
 SY1067
 SY1067                          SUPERSEDED SURVEY CONTROL
 SY1067
 SY1067  NGVD 29 (??/??/??)   31.359  (m)          102.88   (f) ADJUSTED    1 1
 SY1067
 SY1067.Superseded values are not recommended for survey control.
 SY1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1067.See file dsdata.txt to determine how the superseded data were derived.
 SY1067
 SY1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET083981(NAD 83)
 SY1067_MARKER: DB = BENCH MARK DISK
 SY1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SY1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SY1067_STAMPING: G 15 RESET 1966
 SY1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SY1067+STABILITY: SURFACE MOTION
 SY1067
 SY1067  HISTORY     - Date     Condition        Report By
 SY1067  HISTORY     - 1966     MONUMENTED       CGS
 SY1067  HISTORY     - 1974     GOOD             NGS
 SY1067  HISTORY     - 1989     GOOD             USPSQD
 SY1067  HISTORY     - 19910615 GOOD             USPSQD
 SY1067  HISTORY     - 20040905 GOOD             USPSQD
 SY1067
 SY1067                          STATION DESCRIPTION
 SY1067
 SY1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 SY1067'1.15 MI N FROM QUILCENE.
 SY1067'1.15 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE QUILCENE HIGH SCHOOL
 SY1067'AT QUILCENE, 296 FEET SOUTH OF THE SOUTH END OF A CONCRETE BRIDGE OVER
 SY1067'THE LITTLE QUILCENE RIVER, AT THE JUNCTION OF AN ASPHALT ROAD LEADING
 SY1067'WEST, 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 51 FEET SOUTH OF
 SY1067'THE CENTER LINE OF THE ROAD, 95.5 FEET EAST-NORTHEAST OF THE NORTHEAST
 SY1067'CORNER OF A WHITE FRAME HOUSE, 4 FEET WEST OF T JUNCTION POWER LINE
 SY1067'POLE 307, 1.9 FEET EAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER
 SY1067'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 SY1067'FOOT ABOVE THE GROUND.  SEC 14, T 27N, R 2W.
 SY1067
 SY1067                          STATION RECOVERY (1989)
 SY1067
 SY1067'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWB)
 SY1067'RECOVERED IN GOOD CONDITION.
 SY1067
 SY1067                          STATION RECOVERY (1991)
 SY1067
 SY1067'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWB)
 SY1067'RECOVERED IN GOOD CONDITION.
 SY1067
 SY1067                          STATION RECOVERY (2004)
 SY1067
 SY1067'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAA)
 SY1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY1252 ***********************************************************************
 SY1252  DESIGNATION -  G 16
 SY1252  PID         -  SY1252
 SY1252  STATE/COUNTY-  WA/MASON
 SY1252  USGS QUAD   -  HOODSPORT (1985)
 SY1252
 SY1252                         *CURRENT SURVEY CONTROL
 SY1252  ___________________________________________________________________
 SY1252* NAD 83(1986)-  47 24 44.     (N)    123 08 03.     (W)     SCALED    
 SY1252* NAVD 88     -         3.853  (meters)      12.64   (feet)  ADJUSTED  
 SY1252  ___________________________________________________________________
 SY1252  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SY1252  DYNAMIC HT  -           3.854 (meters)      12.64  (feet)  COMP
 SY1252  MODELED GRAV-     980,807.7   (mgal)                       NAVD 88
 SY1252
 SY1252  VERT ORDER  -  FIRST     CLASS I
 SY1252
 SY1252.The horizontal coordinates were scaled from a topographic map and have
 SY1252.an estimated accuracy of +/- 6 seconds.
 SY1252
 SY1252.The orthometric height was determined by differential leveling
 SY1252.and adjusted by the National Geodetic Survey in June 1991..
 SY1252
 SY1252.The geoid height was determined by GEOID03.
 SY1252
 SY1252.The dynamic height is computed by dividing the NAVD 88
 SY1252.geopotential number by the normal gravity value computed on the
 SY1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY1252.degrees latitude (g = 980.6199 gals.).
 SY1252
 SY1252.The modeled gravity was interpolated from observed gravity values.
 SY1252
 SY1252;                    North         East    Units  Estimated Accuracy
 SY1252;SPC WA S     -   234,400.      301,240.      MT  (+/- 180 meters Scaled)
 SY1252
 SY1252                          SUPERSEDED SURVEY CONTROL
 SY1252
 SY1252  NGVD 29 (??/??/??)    2.782  (m)            9.13   (f) ADJUSTED    1 1
 SY1252
 SY1252.Superseded values are not recommended for survey control.
 SY1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY1252.See file dsdata.txt to determine how the superseded data were derived.
 SY1252
 SY1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDT898509(NAD 83)
 SY1252_MARKER: DB = BENCH MARK DISK
 SY1252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY1252_SP_SET: SEA WALL
 SY1252_STAMPING: G 16 1931 8.973
 SY1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY1252
 SY1252  HISTORY     - Date     Condition        Report By
 SY1252  HISTORY     - 1931     MONUMENTED       CGS
 SY1252  HISTORY     - 1973     GOOD             NGS
 SY1252  HISTORY     - 1983     GOOD             USPSQD
 SY1252  HISTORY     - 1987     GOOD             USPSQD
 SY1252  HISTORY     - 1988     GOOD             USPSQD
 SY1252  HISTORY     - 1988     GOOD             USPSQD
 SY1252  HISTORY     - 1989     GOOD             USPSQD
 SY1252  HISTORY     - 1990     GOOD             USPSQD
 SY1252  HISTORY     - 20020705 GOOD             INDIV
 SY1252
 SY1252                          STATION DESCRIPTION
 SY1252
 SY1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY1252'0.45 MI N FROM HOODSPORT.
 SY1252'0.45 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 SY1252'HOODSPORT, 0.45 MILE NORTH OF A CONCRETE BRIDGE OVER FINCH CREEK, ON
 SY1252'THE INSIDE OF A SHARP CURVE, IN THE TOP AND 0.8 FOOT SOUTH OF THE
 SY1252'NORTH END OF A CONCRETE SEA WALL, 33 FEET EAST OF THE CENTER LINE OF
 SY1252'THE HIGHWAY, 76 FEET SOUTH OF THE SOUTH END OF A TURN-OUT, 71 FEET
 SY1252'SOUTHEAST AND ACROSS THE HIGHWAY FROM A HOODSPORT RANGER STATION 1/4
 SY1252'MILE SIGN, ABOUT 10 1/2 FEET LOWER THAN THE HIGHWAY AND 5 FEET HIGHER
 SY1252'THAN THE BEACH.  SEC 12, T 22N, R 4W.
 SY1252
 SY1252                          STATION RECOVERY (1983)
 SY1252
 SY1252'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY1252'RECOVERED IN GOOD CONDITION.
 SY1252
 SY1252                          STATION RECOVERY (1987)
 SY1252
 SY1252'RECOVERY NOTE BY US POWER SQUADRON 1987 (EGC)
 SY1252'RECOVERED IN GOOD CONDITION.
 SY1252
 SY1252                          STATION RECOVERY (1988)
 SY1252
 SY1252'RECOVERY NOTE BY US POWER SQUADRON 1988 (ERR)
 SY1252'RECOVERED IN GOOD CONDITION.
 SY1252
 SY1252                          STATION RECOVERY (1988)
 SY1252
 SY1252'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGC)
 SY1252'RECOVERED IN GOOD CONDITION.
 SY1252
 SY1252                          STATION RECOVERY (1989)
 SY1252
 SY1252'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGC)
 SY1252'RECOVERED IN GOOD CONDITION.
 SY1252
 SY1252                          STATION RECOVERY (1990)
 SY1252
 SY1252'RECOVERY NOTE BY US POWER SQUADRON 1990 (FPC)
 SY1252'RECOVERED IN GOOD CONDITION.
 SY1252
 SY1252                          STATION RECOVERY (2002)
 SY1252
 SY1252'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TL)
 SY1252'RECOVERED AS DESCRIBED, EXCEPT RANGER STATION SIGN NOW READS 1/2 MILE.
 SY1252' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SY0864 ***********************************************************************
 SY0864  TIDAL BM    -  This is a Tidal Bench Mark.
 SY0864  DESIGNATION -  G 17
 SY0864  PID         -  SY0864
 SY0864  STATE/COUNTY-  WA/THURSTON
 SY0864  USGS QUAD   -  TUMWATER (1994)
 SY0864
 SY0864                         *CURRENT SURVEY CONTROL
 SY0864  ___________________________________________________________________
 SY0864* NAD 83(1986)-  47 02 38.     (N)    122 54 34.     (W)     SCALED    
 SY0864* NAVD 88     -        11.707  (meters)      38.41   (feet)  ADJUSTED  
 SY0864  ___________________________________________________________________
 SY0864  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 SY0864  DYNAMIC HT  -          11.709 (meters)      38.42  (feet)  COMP
 SY0864  MODELED GRAV-     980,805.5   (mgal)                       NAVD 88
 SY0864
 SY0864  VERT ORDER  -  FIRST     CLASS I
 SY0864
 SY0864.The horizontal coordinates were scaled from a topographic map and have
 SY0864.an estimated accuracy of +/- 6 seconds.
 SY0864
 SY0864.The orthometric height was determined by differential leveling
 SY0864.and adjusted by the National Geodetic Survey in June 1991..
 SY0864
 SY0864.This Tidal Bench Mark is designated as VM 17075
 SY0864.by the Center for Operational Oceanographic Products and Services.
 SY0864
 SY0864.The geoid height was determined by GEOID03.
 SY0864
 SY0864.The dynamic height is computed by dividing the NAVD 88
 SY0864.geopotential number by the normal gravity value computed on the
 SY0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SY0864.degrees latitude (g = 980.6199 gals.).
 SY0864
 SY0864.The modeled gravity was interpolated from observed gravity values.
 SY0864
 SY0864;                    North         East    Units  Estimated Accuracy
 SY0864;SPC WA S     -   192,930.      316,940.      MT  (+/- 180 meters Scaled)
 SY0864
 SY0864                          SUPERSEDED SURVEY CONTROL
 SY0864
 SY0864  NGVD 29 (??/??/??)   10.669  (m)           35.00   (f) ADJUSTED    1 1
 SY0864
 SY0864.Superseded values are not recommended for survey control.
 SY0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SY0864.See file dsdata.txt to determine how the superseded data were derived.
 SY0864
 SY0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TET068100(NAD 83)
 SY0864_MARKER: DB = BENCH MARK DISK
 SY0864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SY0864_SP_SET: GUARDRAIL
 SY0864_STAMPING: G 17 1931 34.747
 SY0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SY0864
 SY0864  HISTORY     - Date     Condition        Report By
 SY0864  HISTORY     - 1931     MONUMENTED       CGS
 SY0864  HISTORY     - 1973     GOOD             NGS
 SY0864  HISTORY     - 1983     GOOD             USPSQD
 SY0864  HISTORY     - 1988     GOOD             USPSQD
 SY0864  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 SY0864
 SY0864                          STATION DESCRIPTION
 SY0864
 SY0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 SY0864'IN OLYMPIA.
 SY0864'AT OLYMPIA, AT THE SOUTHWEST CORNER OF THE JUNCTION OF 4TH AVENUE WEST
 SY0864'AND BRENNER STREET, IN THE TOP OF THE SOUTH CONCRETE GUARDRAIL OF 4TH
 SY0864'AVENUE BRIDGE OVER CAPITOL LAKE, 402 FEET WEST OF THE EAST END OF THE
 SY0864'GUARDRAIL, 6 FEET SOUTH OF THE SOUTH CURB OF THE AVENUE, 469 FEET WEST
 SY0864'OF THE CENTER LINE OF THE STREET, AND ABOUT 4 FEET HIGHER THAN THE
 SY0864'SIDEWALK.  1/4, SEC, T18N, R 2W.
 SY0864
 SY0864                          STATION RECOVERY (1983)
 SY0864
 SY0864'RECOVERY NOTE BY US POWER SQUADRON 1983
 SY0864'THIS DISK HAS BEEN PAINTED OVER BUT IS STILL IN GOOD CONDITION. MOST
 SY0864'OF THE PAINT HAS BEEN REMOVED AND CAN BE READ MUCH BETTER
 SY0864
 SY0864                          STATION RECOVERY (1988)
 SY0864
 SY0864'RECOVERY NOTE BY US POWER SQUADRON 1988 (WRT)
 SY0864'RECOVERED IN GOOD CONDITION.
 SY0864
 SY0864                          STATION RECOVERY (2006)
 SY0864
 SY0864'RECOVERY NOTE BY US POWER SQUADRON 2006 (KK)
 SY0864'4TH AVE. BRIDGE OVER CAPITOL LAKE WAS COMPLETELY REBUILT IN 2003.
 SY0864'MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SX0394 ***********************************************************************
 SX0394  DESIGNATION -  G 18
 SX0394  PID         -  SX0394
 SX0394  STATE/COUNTY-  WA/CHELAN
 SX0394  USGS QUAD   -  BLEWETT (1989)
 SX0394
 SX0394                         *CURRENT SURVEY CONTROL
 SX0394  ___________________________________________________________________
 SX0394* NAD 83(1986)-  47 23 19.     (N)    120 39 36.     (W)     SCALED    
 SX0394* NAVD 88     -       807.794  (meters)    2650.24   (feet)  ADJUSTED  
 SX0394  ___________________________________________________________________
 SX0394  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 SX0394  DYNAMIC HT  -         807.793 (meters)    2650.23  (feet)  COMP
 SX0394  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 SX0394
 SX0394  VERT ORDER  -  FIRST     CLASS II
 SX0394
 SX0394.The horizontal coordinates were scaled from a topographic map and have
 SX0394.an estimated accuracy of +/- 6 seconds.
 SX0394
 SX0394.The orthometric height was determined by differential leveling
 SX0394.and adjusted by the National Geodetic Survey in June 1991..
 SX0394
 SX0394.The geoid height was determined by GEOID03.
 SX0394
 SX0394.The dynamic height is computed by dividing the NAVD 88
 SX0394.geopotential number by the normal gravity value computed on the
 SX0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SX0394.degrees latitude (g = 980.6199 gals.).
 SX0394
 SX0394.The modeled gravity was interpolated from observed gravity values.
 SX0394
 SX0394;                    North         East    Units  Estimated Accuracy
 SX0394;SPC WA N     -    43,220.      513,090.      MT  (+/- 180 meters Scaled)
 SX0394
 SX0394                          SUPERSEDED SURVEY CONTROL
 SX0394
 SX0394  NGVD 29 (??/??/92)  806.613  (m)         2646.36   (f) ADJ UNCH    1 2
 SX0394
 SX0394.Superseded values are not recommended for survey control.
 SX0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SX0394.See file dsdata.txt to determine how the superseded data were derived.
 SX0394
 SX0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT766510(NAD 83)
 SX0394_MARKER: DB = BENCH MARK DISK
 SX0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SX0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SX0394_STAMPING: 2646.510 G 18 1931
 SX0394_MARK LOGO: CGS   
 SX0394_PROJECTION: PROJECTING 20 CENTIMETERS
 SX0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SX0394+STABILITY: SURFACE MOTION
 SX0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SX0394+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2006
 SX0394
 SX0394  HISTORY     - Date     Condition        Report By
 SX0394  HISTORY     - 1931     MONUMENTED       CGS
 SX0394  HISTORY     - 1934     GOOD             NGS
 SX0394  HISTORY     - 1982     GOOD             NGS
 SX0394  HISTORY     - 1988     GOOD             USPSQD
 SX0394  HISTORY     - 20060903 GOOD             GEOCAC
 SX0394
 SX0394                          STATION DESCRIPTION
 SX0394
 SX0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SX0394'5.2 MI N FROM BLEWETT PASS.
 SX0394'IN CHELAN COUNTY, 5.2 MILES NORTH ALONG U.S. HIGHWAY 97 FROM BLEWETT
 SX0394'PASS, 2.8 MILES SOUTH OF OLD BLEWETT, 100 FEET SOUTH OF THE JUNCTION
 SX0394'OF THE OLD HIGHWAY AT SCOTTY CREEK FOREST CAMP, 40 FEET WEST OF THE
 SX0394'CENTERLINE OF THE MAIN HIGHWAY, AND AT THE TOP OF A BANK ABOUT 10 FEET
 SX0394'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 2646.510 G 18 1931
 SX0394'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 SX0394
 SX0394                          STATION RECOVERY (1982)
 SX0394
 SX0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SX0394'18.8 KM (11.7 MI) EAST ALONG STATE HIGHWAY 970 FROM THE POST OFFICE AT
 SX0394'CLE ELUM, THENCE 15.8 KM (9.8 MI) NORTHEAST ALONG US HIGHWAY 97,
 SX0394'THENCE 16.2 KM (10.1 MI) NORTH ALONG OLD BLEWETT ROAD, AT THE Y
 SX0394'JUNCTION